














                                  SURVEY CONTROL DATA
                                
                             STATE=VA
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5912 ***********************************************************************
 GV5912  DESIGNATION -  001
 GV5912  PID         -  GV5912
 GV5912  STATE/COUNTY-  VA/JAMES CITY
 GV5912  USGS QUAD   -  NORGE (1984)
 GV5912
 GV5912                         *CURRENT SURVEY CONTROL
 GV5912  ___________________________________________________________________
 GV5912* NAD 83(1993)-  37 22 27.14336(N)    076 45 00.06438(W)     ADJUSTED  
 GV5912* NAVD 88     -        29.1    (meters)      95.     (feet)  VERTCON   
 GV5912  ___________________________________________________________________
 GV5912  X           -   1,163,164.509 (meters)                     COMP
 GV5912  Y           -  -4,939,789.966 (meters)                     COMP
 GV5912  Z           -   3,850,474.843 (meters)                     COMP
 GV5912  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 GV5912  ELLIP HEIGHT-          -6.08  (meters)          (06/04/02) GPS OBS
 GV5912  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 GV5912
 GV5912  HORZ ORDER  -  SECOND
 GV5912  ELLP ORDER  -  FOURTH    CLASS II
 GV5912
 GV5912.The horizontal coordinates were established by GPS observations
 GV5912.and adjusted by the National Geodetic Survey in September 1995..
 GV5912
 GV5912.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5912
 GV5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5912
 GV5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5912
 GV5912.The ellipsoidal height was determined by GPS observations
 GV5912.and is referenced to NAD 83.
 GV5912
 GV5912.The geoid height was determined by GEOID03.
 GV5912
 GV5912;                    North         East     Units Scale Factor Converg.
 GV5912;SPC VA S     - 1,116,947.223 3,654,984.823   MT  0.99994541   +1 03 43.6
 GV5912;SPC VA S     - 3,664,517.68 11,991,396.04   sFT  0.99994541   +1 03 43.6
 GV5912;UTM  18      - 4,137,822.304   345,050.272   MT  0.99989575   -1 03 45.0
 GV5912
 GV5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5912!SPC VA S     -   1.00000095  x   0.99994541  =   0.99994636
 GV5912!UTM  18      -   1.00000095  x   0.99989575  =   0.99989670
 GV5912
 GV5912                          SUPERSEDED SURVEY CONTROL
 GV5912
 GV5912  ELLIP H (09/08/95)   -5.83   (m)                       GP(       ) 4 2
 GV5912  NAD 83(1993)-  37 22 27.14417(N)    076 45 00.07056(W) AD(       ) 2
 GV5912  ELLIP H (11/14/94)   -6.00   (m)                       GP(       ) 4 2
 GV5912  NAD 83(1986)-  37 22 27.14867(N)    076 45 00.08796(W) AD(       ) 2
 GV5912  NGVD 29 (12/05/90)   29.4    (m)           96.     (f) GPS OBS        
 GV5912
 GV5912.Superseded values are not recommended for survey control.
 GV5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5912.See file dsdata.txt to determine how the superseded data were derived.
 GV5912
 GV5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4505037822(NAD 83)
 GV5912_MARKER: DD = SURVEY DISK
 GV5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5912_SP_SET: CONCRETE POST
 GV5912_STAMPING: STATION NO. 001
 GV5912_MARK LOGO: VA-199
 GV5912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5912+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV5912
 GV5912  HISTORY     - Date     Condition        Report By
 GV5912  HISTORY     - 1988     MONUMENTED       BSC
 GV5912  HISTORY     - 19971018 GOOD             USPSQD
 GV5912  HISTORY     - 20021217 GOOD             USPSQD
 GV5912  HISTORY     - 20051209 GOOD             USPSQD
 GV5912
 GV5912                          STATION DESCRIPTION
 GV5912
 GV5912'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5912'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5912'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 607
 GV5912'(EXIT 54), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 607 FOR
 GV5912'APPROXIMATELY 350 M (1148.3 FT)TO THE JUNCTION WITH FENTON MILL ROAD.
 GV5912'TURN RIGHT AND PROCEED IN A SOUTHEASTERLY  DIRECTION ALONG FENTON MILL
 GV5912'ROAD FOR 1.8 KM (1.10 MI) TO THE STATION ON THE LEFT.
 GV5912'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.15 M
 GV5912'(0.5 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 7.16 M
 GV5912'(23.5 FT) NORTH OF FENTON MILL ROAD AND APPROXIMATELY 11.58 M
 GV5912'(38.0 FT) EAST OF THE STANDARD MAILBOXES FOR NUMBERS 4831, 4833 AND
 GV5912'4839 FENTON MILL ROAD.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV5912'MAIN STATION
 GV5912'BEARING             DISTANCE
 GV5912'RM 1    S65 22 38W       19.48 M (63.9 FT)
 GV5912'RM 2    S51 16 39E       27.31 M (89.6 FT)
 GV5912'RM 3    S71 04 50E       271.58 M (891.0 FT)
 GV5912'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5912'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5912'1.IT IS LOCATED 4.27 M (14.0 FT) SOUTH OF THE CENTER LINE OF FENTON
 GV5912'MILL ROAD AND ADJACENT TO THE NORTHEAST CORNER OF A WOOD RAIL FENCE.
 GV5912'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5912'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5912'2.  IT IS LOCATED 4.72 M (15.5 FT) SOUTH OF THE CENTER LINE OF FENTON
 GV5912'MILL ROAD ADJACENT TO THE NORTHWEST CORNER OF A GRAVEL DRIVEWAY
 GV5912'ENTRANCE ONTO FENTON MILL ROAD.
 GV5912'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5912'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5912'3.  IT IS LOCATED 7.01 M (23.0 FT) NORTH OF THE CENTER LINE OF FENTON
 GV5912'MILL ROAD AND APPROXIMATELY 1.68 M (5.5 FT) NORTHWEST OF VIRGINIA
 GV5912'POWER UTILITY POLE BN-06.
 GV5912
 GV5912                          STATION RECOVERY (1997)
 GV5912
 GV5912'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5912'RECOVERED IN GOOD CONDITION.
 GV5912
 GV5912                          STATION RECOVERY (2002)
 GV5912
 GV5912'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5912'STATION AND RM 3 FOUND IN GOOD CONDITION. RM 1 AND RM 3 NOT FOUND.
 GV5912
 GV5912                          STATION RECOVERY (2005)
 GV5912
 GV5912'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5913 ***********************************************************************
 GV5913  DESIGNATION -  002
 GV5913  PID         -  GV5913
 GV5913  STATE/COUNTY-  VA/YORK
 GV5913  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5913
 GV5913                         *CURRENT SURVEY CONTROL
 GV5913  ___________________________________________________________________
 GV5913* NAD 83(1993)-  37 21 46.54953(N)    076 44 18.60639(W)     ADJUSTED  
 GV5913* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 GV5913  ___________________________________________________________________
 GV5913  X           -   1,164,331.814 (meters)                     COMP
 GV5913  Y           -  -4,940,296.316 (meters)                     COMP
 GV5913  Z           -   3,849,480.970 (meters)                     COMP
 GV5913  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 GV5913  ELLIP HEIGHT-          -4.88  (meters)          (06/04/02) GPS OBS
 GV5913  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 GV5913
 GV5913  HORZ ORDER  -  SECOND
 GV5913  ELLP ORDER  -  FOURTH    CLASS II
 GV5913
 GV5913.The horizontal coordinates were established by GPS observations
 GV5913.and adjusted by the National Geodetic Survey in September 1995..
 GV5913
 GV5913.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5913
 GV5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5913
 GV5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5913
 GV5913.The ellipsoidal height was determined by GPS observations
 GV5913.and is referenced to NAD 83.
 GV5913
 GV5913.The geoid height was determined by GEOID03.
 GV5913
 GV5913;                    North         East     Units Scale Factor Converg.
 GV5913;SPC VA S     - 1,115,715.009 3,656,027.963   MT  0.99994540   +1 04 08.7
 GV5913;SPC VA S     - 3,660,474.99 11,994,818.41   sFT  0.99994540   +1 04 08.7
 GV5913;UTM  18      - 4,136,552.332   346,046.965   MT  0.99989196   -1 03 18.9
 GV5913
 GV5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5913!SPC VA S     -   1.00000077  x   0.99994540  =   0.99994617
 GV5913!UTM  18      -   1.00000077  x   0.99989196  =   0.99989273
 GV5913
 GV5913                          SUPERSEDED SURVEY CONTROL
 GV5913
 GV5913  ELLIP H (09/08/95)   -4.63   (m)                       GP(       ) 4 2
 GV5913  NAD 83(1993)-  37 21 46.55037(N)    076 44 18.61264(W) AD(       ) 2
 GV5913  ELLIP H (11/14/94)   -4.81   (m)                       GP(       ) 4 2
 GV5913  NAD 83(1986)-  37 21 46.55460(N)    076 44 18.63023(W) AD(       ) 2
 GV5913  NGVD 29 (12/05/90)   30.6    (m)          100.     (f) GPS OBS        
 GV5913
 GV5913.Superseded values are not recommended for survey control.
 GV5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5913.See file dsdata.txt to determine how the superseded data were derived.
 GV5913
 GV5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4604736552(NAD 83)
 GV5913_MARKER: DD = SURVEY DISK
 GV5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5913_SP_SET: CONCRETE POST
 GV5913_STAMPING: STATION NO. 002
 GV5913_MARK LOGO: VA-199
 GV5913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5913+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5913
 GV5913  HISTORY     - Date     Condition        Report By
 GV5913  HISTORY     - 1988     MONUMENTED       BSC
 GV5913
 GV5913                          STATION DESCRIPTION
 GV5913
 GV5913'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5913'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5913'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 607
 GV5913'(EXIT 54), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 607 FOR
 GV5913'APPROXIMATELY 350 M (1148.3 FT)TO THE JUNCTION WITH FENTON MILL ROAD.
 GV5913'TURN RIGHT AND PROCEED IN A SOUTHEASTERLY  DIRECTION ALONG FENTON MILL
 GV5913'ROAD FOR 3.5 KM (2.15 MI) TO THE STATION ON THE RIGHT AT THE JUNCTION
 GV5913'WITH PRINCESS LANE.
 GV5913'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5913'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5913'INTERSECTION OF ROUTE 602 (FENTON MILL ROAD) AND ROUTE 1603 (PRINCESS
 GV5913'LANE), 8.69 M (28.5 FT) WEST OF THE CENTER LINE OF ROUTE 602, 9.75 M
 GV5913'(32.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 1603.  LOCATION OF
 GV5913'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5913'BEARING             DISTANCE
 GV5913'RM 1    N27 26 35E       24.65 M (80.9 FT)
 GV5913'RM 2    N48 43 50W       15.96 M (52.4 FT)
 GV5913'RM 3    N03 56 51W       371.76 M (1219.7 FT)
 GV5913'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5913'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5913'1.  IT IS LOCATED 6.10 M (20.0 FT) EAST OF THE CENTER LINE OF FENTON
 GV5913'MILL ROAD, 6.55 M (21.5 FT)  NORTH OF THE WOOD POST FOR THE MAILBOX
 GV5913'FOR NUMBER 417 FENTON MILL ROAD.
 GV5913'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5913'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5913'2.  IT IS LOCATED 6.25 M (20.5 FT) NORTH OF THE CENTER LINE OF
 GV5913'PRINCESS LANE, APPROXIMATELY 2.65 M (8.7 FT) SOUTH OF VIRGINIA POWER
 GV5913'UTILITY POLE NUMBER FG-84.
 GV5913'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5913'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5913'3.  IT IS LOCATED 5.55 M (18.2 FT) EAST OF THE CENTER LINE OF FENTON
 GV5913'MILL ROAD, 3.66 M (12.0 FT) WEST OF VIRGINIA POWER UTILITY POLE NUMBER
 GV5913'G105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2511 ***********************************************************************
 AJ2511  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2511  DESIGNATION -  0026
 AJ2511  PID         -  AJ2511
 AJ2511  STATE/COUNTY-  VA/TAZEWELL
 AJ2511  USGS QUAD   -  COVE CREEK (1979)
 AJ2511
 AJ2511                         *CURRENT SURVEY CONTROL
 AJ2511  ___________________________________________________________________
 AJ2511* NAD 83(1993)-  37 14 07.86060(N)    081 19 03.27773(W)     ADJUSTED  
 AJ2511* NAVD 88     -       758.4    (meters)    2488.     (feet)  GPS OBS   
 AJ2511  ___________________________________________________________________
 AJ2511  X           -     767,588.957 (meters)                     COMP
 AJ2511  Y           -  -5,026,529.012 (meters)                     COMP
 AJ2511  Z           -   3,838,675.508 (meters)                     COMP
 AJ2511  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ2511  ELLIP HEIGHT-         727.66  (meters)          (07/14/04) GPS OBS
 AJ2511  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AJ2511
 AJ2511  HORZ ORDER  -  A
 AJ2511  ELLP ORDER  -  THIRD     CLASS II
 AJ2511
 AJ2511.The horizontal coordinates were established by GPS observations
 AJ2511.and adjusted by the National Geodetic Survey in July 2004..
 AJ2511
 AJ2511.The orthometric height was determined by GPS observations and a
 AJ2511.high-resolution geoid model.
 AJ2511
 AJ2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2511
 AJ2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2511
 AJ2511.The ellipsoidal height was determined by GPS observations
 AJ2511.and is referenced to NAD 83.
 AJ2511
 AJ2511.The geoid height was determined by GEOID03.
 AJ2511
 AJ2511;                    North         East     Units Scale Factor Converg.
 AJ2511;SPC VA S     - 1,103,849.885 3,250,028.502   MT  0.99994804   -1 42 36.2
 AJ2511;SPC VA S     - 3,621,547.50 10,662,801.84   sFT  0.99994804   -1 42 36.2
 AJ2511;UTM  17      - 4,121,046.777   471,830.586   MT  0.99960977   -0 11 31.8
 AJ2511
 AJ2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2511!SPC VA S     -   0.99988582  x   0.99994804  =   0.99983387
 AJ2511!UTM  17      -   0.99988582  x   0.99960977  =   0.99949564
 AJ2511
 AJ2511                          SUPERSEDED SURVEY CONTROL
 AJ2511
 AJ2511  NAD 83(1993)-  37 14 07.86062(N)    081 19 03.27793(W) AD(       ) A
 AJ2511  ELLIP H (08/14/01)  727.67   (m)                       GP(       ) 4 1
 AJ2511  NAD 83(1993)-  37 14 07.86051(N)    081 19 03.27719(W) AD(       ) 1
 AJ2511  ELLIP H (04/23/01)  727.68   (m)                       GP(       ) 4 1
 AJ2511
 AJ2511.Superseded values are not recommended for survey control.
 AJ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2511.See file dsdata.txt to determine how the superseded data were derived.
 AJ2511
 AJ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7183121047(NAD 83)
 AJ2511_MARKER: DD = SURVEY DISK
 AJ2511_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2511_STAMPING: 0026
 AJ2511_MARK LOGO: VADOT 
 AJ2511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2511+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2000
 AJ2511
 AJ2511  HISTORY     - Date     Condition        Report By
 AJ2511  HISTORY     - 1996     MONUMENTED       VADHT
 AJ2511  HISTORY     - 20000223 GOOD             VADHT
 AJ2511  HISTORY     - 20000303 GOOD             VADOT
 AJ2511
 AJ2511                          STATION DESCRIPTION
 AJ2511
 AJ2511'DESCRIBED BY VA DEPT HWYS-TRANSP 2000 (MWZ)
 AJ2511'RECOVERED AS DESCRIBED.
 AJ2511
 AJ2511                          STATION RECOVERY (2000)
 AJ2511
 AJ2511'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (EN)
 AJ2511'THE STATION IS LOCATED IN TAZEWELL COUNTY,VA 1.15 MILES (1.85 KM)
 AJ2511'SOUTHWEST ALONG HWY 19 FROM THE CORPORATE LIMITS OF BLUEFIELD,VA ON
 AJ2511'THE SOUTHEAST SIDE OF HWY 19.  TO REACH THE STATION FROM THE JUNCTION
 AJ2511'OF HWY 19 AND HWY 460,WHERE THEY SPLIT SOUTHWEST OF BLUEFIELD. TRAVEL
 AJ2511'NORTH ON HWY 19 FOR APPROXIMATLEY 0.1 MILES, (0.2 KM) THE STATION IS
 AJ2511'ON THE RIGHT SIDE OF THE ROAD AT THE NORTH END OF THE ACCELERATION
 AJ2511'LANE, AND 28FT SOUTHEAST OF THE EDGE OF PAVEMENT OF THE N.B.L OF HWY
 AJ2511'19.  STATION IS AT THE 11TH FENCE POST ALONG WIRE FENCE GOING FROM
 AJ2511'WEST TO EAST.  THE STATION IS A STANDARD VDOT DISK SET IN A ROCK
 AJ2511'OUTCROP , FLUSH WITH THE GROUND AND STAMPED (0026) .  TIES ARE AS
 AJ2511'FOLLOWS - 28FT SOUTHEAST OF THE EDGE OF PAVEMENT OF THE NORTH BOUND
 AJ2511'LANE (HWY 19) , 8FT NORTHWEST OF THE LIMITED ACCESS FENCE, ADJACENT TO
 AJ2511'THE NORTHERN END OF THE ACCELERATION LANE OF HWY 19 AND 450FT
 AJ2511'SOUTHWEST OF THE INTERSECTION OF HWY 19 AND SECONDARY RTE 640. THE
 AJ2511'STATION WAS SET IN 1996 TO REPLACE AN EXISTING MONUMENT (NGS VA10)
 AJ2511'WHICH WAS TO BE AND HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5914 ***********************************************************************
 GV5914  DESIGNATION -  003
 GV5914  PID         -  GV5914
 GV5914  STATE/COUNTY-  VA/YORK
 GV5914  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5914
 GV5914                         *CURRENT SURVEY CONTROL
 GV5914  ___________________________________________________________________
 GV5914* NAD 83(1993)-  37 21 13.03783(N)    076 43 37.68499(W)     ADJUSTED  
 GV5914* NAVD 88     -        35.0    (meters)     115.     (feet)  VERTCON   
 GV5914  ___________________________________________________________________
 GV5914  X           -   1,165,456.700 (meters)                     COMP
 GV5914  Y           -  -4,940,679.031 (meters)                     COMP
 GV5914  Z           -   3,848,662.643 (meters)                     COMP
 GV5914  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 GV5914  ELLIP HEIGHT-          -0.16  (meters)          (06/04/02) GPS OBS
 GV5914  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV5914
 GV5914  HORZ ORDER  -  SECOND
 GV5914  ELLP ORDER  -  FOURTH    CLASS II
 GV5914
 GV5914.The horizontal coordinates were established by GPS observations
 GV5914.and adjusted by the National Geodetic Survey in September 1995..
 GV5914
 GV5914.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5914
 GV5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5914
 GV5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5914
 GV5914.The ellipsoidal height was determined by GPS observations
 GV5914.and is referenced to NAD 83.
 GV5914
 GV5914.The geoid height was determined by GEOID03.
 GV5914
 GV5914;                    North         East     Units Scale Factor Converg.
 GV5914;SPC VA S     - 1,114,700.963 3,657,054.103   MT  0.99994543   +1 04 33.6
 GV5914;SPC VA S     - 3,657,148.08 11,998,185.00   sFT  0.99994543   +1 04 33.6
 GV5914;UTM  18      - 4,135,501.007   347,034.758   MT  0.99988823   -1 02 53.2
 GV5914
 GV5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5914!SPC VA S     -   1.00000003  x   0.99994543  =   0.99994546
 GV5914!UTM  18      -   1.00000003  x   0.99988823  =   0.99988826
 GV5914
 GV5914:                Primary Azimuth Mark                     Grid Az
 GV5914:SPC VA S     -  KOOL 2                                   256 11 48.6
 GV5914:UTM  18      -  KOOL 2                                   258 19 15.4
 GV5914
 GV5914|---------------------------------------------------------------------|
 GV5914| PID    Reference Object                     Distance      Geod. Az  |
 GV5914|                                                           dddmmss.s |
 GV5914| GV3525 KOOL 2                              450.816 METERS 2571622.2 |
 GV5914|---------------------------------------------------------------------|
 GV5914
 GV5914                          SUPERSEDED SURVEY CONTROL
 GV5914
 GV5914  ELLIP H (09/08/95)    0.08   (m)                       GP(       ) 4 2
 GV5914  NAD 83(1993)-  37 21 13.03868(N)    076 43 37.69133(W) AD(       ) 2
 GV5914  ELLIP H (11/14/94)   -0.09   (m)                       GP(       ) 4 2
 GV5914  NAD 83(1986)-  37 21 13.04276(N)    076 43 37.70916(W) AD(       ) 2
 GV5914  NGVD 29 (12/05/90)   35.3    (m)          116.     (f) GPS OBS        
 GV5914
 GV5914.Superseded values are not recommended for survey control.
 GV5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5914.See file dsdata.txt to determine how the superseded data were derived.
 GV5914
 GV5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4703535501(NAD 83)
 GV5914_MARKER: DD = SURVEY DISK
 GV5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5914_SP_SET: CONCRETE POST
 GV5914_STAMPING: STATION NO. 003
 GV5914_MARK LOGO: VA-199
 GV5914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5914+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV5914
 GV5914  HISTORY     - Date     Condition        Report By
 GV5914  HISTORY     - 1988     MONUMENTED       BSC
 GV5914  HISTORY     - 20021217 GOOD             USPSQD
 GV5914  HISTORY     - 20051209 GOOD             USPSQD
 GV5914
 GV5914                          STATION DESCRIPTION
 GV5914
 GV5914'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5914'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5914'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5914'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5914'FOR APPROXIMATELY 400 M (1312.3 FT) TO THE STATION ON THE RIGHT IN THE
 GV5914'SOUTHEAST QUADRANT OF THE INTERSECTION OF ROUTE 646 AND FENTON MILL
 GV5914'ROAD.
 GV5914'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5914'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5914'NORTHEAST CORNER OF THE INTERSECTION OF LIGHTFOOT ROAD FENTON MILL
 GV5914'ROAD, 12.19 M (39.7 FT) NORTH OF THE CENTER LINE OF FENTON MILL ROAD
 GV5914'AND 8.84 M (29.0 FT) EAST OF THE CENTER LINE OF THE NORTHBOUND LANES
 GV5914'OF LIGHTFOOT ROAD.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV5914'STATION
 GV5914'BEARING             DISTANCE
 GV5914'RM 1    S61 24 13W       27.48 M (90.2 FT)
 GV5914'RM 2    N24 43 11W       41.27 M (135.4 FT)
 GV5914'RM 3    N56 00 17E      763.07 M (2503.5 FT)
 GV5914'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5914'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5914'1.IT IS LOCATED 15.09 M (49.5 FT) SOUTH OF THE CENTER LINE OF FENTON
 GV5914'MILL ROAD AND 12.50 M (41.0 FT) EAST THE CENTER LINE OF THE NORTHBOUND
 GV5914'LANES OF LIGHTFOOT ROAD.
 GV5914'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5914'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5914'2.  IT IS LOCATED 10.67 M (35.0 FT) NORTH OF THE CENTER LINE OF FENTON
 GV5914'MILL ROAD AND 12.80 M (42.0 FT) WEST OF THE CENTER LINE OF THE
 GV5914'SOUTHBOUND LANES OF LIGHTFOOT ROAD.
 GV5914'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5914'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5914'3.  IT IS LOCATED 5.49 M (18.0 FT) WEST OF THE CENTER LINE OF
 GV5914'LIGHTFOOT ROAD AND 4.11 M (13.5 FT) SOUTHEAST OF A 1.07 M (3.5 FT)
 GV5914'PROPERTY BOUNDARY CORNER PIN (IRON COVERED WITH PVC).
 GV5914
 GV5914                          STATION RECOVERY (2002)
 GV5914
 GV5914'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5914'RECOVERED IN GOOD CONDITION.
 GV5914
 GV5914                          STATION RECOVERY (2005)
 GV5914
 GV5914'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5915 ***********************************************************************
 GV5915  DESIGNATION -  004
 GV5915  PID         -  GV5915
 GV5915  STATE/COUNTY-  VA/YORK
 GV5915  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5915
 GV5915                         *CURRENT SURVEY CONTROL
 GV5915  ___________________________________________________________________
 GV5915* NAD 83(1993)-  37 21 51.24872(N)    076 42 58.35735(W)     ADJUSTED  
 GV5915* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 GV5915  ___________________________________________________________________
 GV5915  X           -   1,166,231.813 (meters)                     COMP
 GV5915  Y           -  -4,939,749.865 (meters)                     COMP
 GV5915  Z           -   3,849,590.215 (meters)                     COMP
 GV5915  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV5915  ELLIP HEIGHT-         -14.60  (meters)          (06/04/02) GPS OBS
 GV5915  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV5915
 GV5915  HORZ ORDER  -  SECOND
 GV5915  ELLP ORDER  -  FOURTH    CLASS II
 GV5915
 GV5915.The horizontal coordinates were established by GPS observations
 GV5915.and adjusted by the National Geodetic Survey in September 1995..
 GV5915
 GV5915.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5915
 GV5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5915
 GV5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5915
 GV5915.The ellipsoidal height was determined by GPS observations
 GV5915.and is referenced to NAD 83.
 GV5915
 GV5915.The geoid height was determined by GEOID03.
 GV5915
 GV5915;                    North         East     Units Scale Factor Converg.
 GV5915;SPC VA S     - 1,115,896.922 3,657,999.494   MT  0.99994540   +1 04 57.5
 GV5915;SPC VA S     - 3,661,071.82 12,001,286.67   sFT  0.99994540   +1 04 57.5
 GV5915;UTM  18      - 4,136,661.033   348,023.771   MT  0.99988451   -1 02 30.2
 GV5915
 GV5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5915!SPC VA S     -   1.00000229  x   0.99994540  =   0.99994769
 GV5915!UTM  18      -   1.00000229  x   0.99988451  =   0.99988680
 GV5915
 GV5915                          SUPERSEDED SURVEY CONTROL
 GV5915
 GV5915  ELLIP H (09/08/95)  -14.36   (m)                       GP(       ) 4 2
 GV5915  NAD 83(1993)-  37 21 51.24957(N)    076 42 58.36369(W) AD(       ) 2
 GV5915  ELLIP H (11/14/94)  -14.53   (m)                       GP(       ) 4 2
 GV5915  NAD 83(1986)-  37 21 51.25406(N)    076 42 58.38153(W) AD(       ) 2
 GV5915  NGVD 29 (12/05/90)   21.0    (m)           69.     (f) GPS OBS        
 GV5915
 GV5915.Superseded values are not recommended for survey control.
 GV5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5915.See file dsdata.txt to determine how the superseded data were derived.
 GV5915
 GV5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4802436661(NAD 83)
 GV5915_MARKER: DD = SURVEY DISK
 GV5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5915_SP_SET: CONCRETE POST
 GV5915_STAMPING: STATION NO. 004
 GV5915_MARK LOGO: VA-199
 GV5915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5915+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5915
 GV5915  HISTORY     - Date     Condition        Report By
 GV5915  HISTORY     - 1988     MONUMENTED       BSC
 GV5915
 GV5915                          STATION DESCRIPTION
 GV5915
 GV5915'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5915'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5915'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5915'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5915'FOR APPROXIMATELY 2.2 KM (1.35 MI) TO THE JUNCTION WITH DEVONSHIRE
 GV5915'DRIVE.  TURNLEFT INTO DEVONSHIRE DRIVE AND PROCEED FOR APPROXIMATELY
 GV5915'250 M (820.2 FT) TO THE STATION ON THE RIGHT OPPOSITE HOUSE NO. 108.
 GV5915'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5915'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 8.38 M
 GV5915'(27.5 FT) NORTH OF THE CENTER LINE OF DEVONSHIRE DRIVE, 6.25 M
 GV5915'(20.5 FT) WEST OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE AT 108
 GV5915'DEVONSHIRE DRIVE.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV5915'STATION
 GV5915'BEARING             DISTANCE
 GV5915'RM 1    S87 03 58W       46.95 M (154.0 FT)
 GV5915'RM 2    S21 01 44W       12.79 M (42.0 FT)
 GV5915'RM 3    S35 22 32E       276.54 M (907.3 FT)
 GV5915'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5915'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5915'1.  IT IS LOCATED 7.16 M (23.5 FT) NORTH OF THE CENTER LINE OF
 GV5915'DEVONSHIRE DRIVE, 2.29 M (7.5 FT)  NORTHWEST OF A CONCRETE PLATFORM OF
 GV5915'A VIRGINIA POWER TRANSFORMER.
 GV5915'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5915'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5915'2.  IT IS LOCATED 4.72 M (15.5 FT) SOUTH OF THE CENTER LINE OF
 GV5915'DEVONSHIRE DRIVE, 5.79 M (19.0 FT) WEST OF THE CENTER LINE OF THE
 GV5915'DRIVEWAY AT 107 DEVONSHIRE DRIVE.
 GV5915'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5915'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5915'3.  IT IS LOCATED 5.64 M (18.5 FT) SOUTH OF VIRGINIA POWER UTILITY
 GV5915'POLEAST OF THE CENTER LINE OF LIGHTFOOT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5916 ***********************************************************************
 GV5916  DESIGNATION -  005
 GV5916  PID         -  GV5916
 GV5916  STATE/COUNTY-  VA/JAMES CITY
 GV5916  USGS QUAD   -  GRESSITT (1986)
 GV5916
 GV5916                         *CURRENT SURVEY CONTROL
 GV5916  ___________________________________________________________________
 GV5916* NAD 83(1993)-  37 22 53.74808(N)    076 43 44.07564(W)     ADJUSTED  
 GV5916* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 GV5916  ___________________________________________________________________
 GV5916  X           -   1,164,870.650 (meters)                     COMP
 GV5916  Y           -  -4,938,879.397 (meters)                     COMP
 GV5916  Z           -   3,851,128.890 (meters)                     COMP
 GV5916  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV5916  ELLIP HEIGHT-          -2.33  (meters)          (06/04/02) GPS OBS
 GV5916  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 GV5916
 GV5916  HORZ ORDER  -  SECOND
 GV5916  ELLP ORDER  -  FOURTH    CLASS II
 GV5916
 GV5916.The horizontal coordinates were established by GPS observations
 GV5916.and adjusted by the National Geodetic Survey in September 1995..
 GV5916
 GV5916.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5916
 GV5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5916
 GV5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5916
 GV5916.The ellipsoidal height was determined by GPS observations
 GV5916.and is referenced to NAD 83.
 GV5916
 GV5916.The geoid height was determined by GEOID03.
 GV5916
 GV5916;                    North         East     Units Scale Factor Converg.
 GV5916;SPC VA S     - 1,117,802.096 3,656,838.620   MT  0.99994543   +1 04 29.7
 GV5916;SPC VA S     - 3,667,322.38 11,997,478.04   sFT  0.99994543   +1 04 29.7
 GV5916;UTM  18      - 4,138,607.819   346,934.388   MT  0.99988860   -1 02 59.5
 GV5916
 GV5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5916!SPC VA S     -   1.00000037  x   0.99994543  =   0.99994580
 GV5916!UTM  18      -   1.00000037  x   0.99988860  =   0.99988897
 GV5916
 GV5916                          SUPERSEDED SURVEY CONTROL
 GV5916
 GV5916  ELLIP H (09/08/95)   -2.09   (m)                       GP(       ) 4 2
 GV5916  NAD 83(1993)-  37 22 53.74892(N)    076 43 44.08191(W) AD(       ) 2
 GV5916  ELLIP H (11/14/94)   -2.26   (m)                       GP(       ) 4 2
 GV5916  NAD 83(1986)-  37 22 53.75352(N)    076 43 44.09966(W) AD(       ) 2
 GV5916  NGVD 29 (12/05/90)   33.1    (m)          109.     (f) GPS OBS        
 GV5916
 GV5916.Superseded values are not recommended for survey control.
 GV5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5916.See file dsdata.txt to determine how the superseded data were derived.
 GV5916
 GV5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4693438608(NAD 83)
 GV5916_MARKER: DD = SURVEY DISK
 GV5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5916_SP_SET: CONCRETE POST
 GV5916_STAMPING: STATION NO. 005
 GV5916_MARK LOGO: VA-199
 GV5916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5916+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5916
 GV5916  HISTORY     - Date     Condition        Report By
 GV5916  HISTORY     - 1988     MONUMENTED       BSC
 GV5916  HISTORY     - 19980304 GOOD             USPSQD
 GV5916  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV5916
 GV5916                          STATION DESCRIPTION
 GV5916
 GV5916'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5916'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5916'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 607
 GV5916'(CROAKER ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 607
 GV5916'FOR APPROXIMATELY 1.6 KM (1.00 MI) TO THE JUNCTION WITH RIVERVIEW
 GV5916'ROAD.  TURN RIGHT ONTO RIVERVIEW ROAD AND PROCEED IN A SOUTHEASTERLY
 GV5916'DIRECTION FOR 2.6 KM (1.60 MI) TO THE JUNCTION WITH SADDLETOWN ROAD.
 GV5916'TURN RIGHT AND PROCEED FOR APPROXIMATELY 2.4 KM (1.50 MI) TO A TURNING
 GV5916'CIRCLE AT THE END OF THE ROAD.  THE STATION IS SITUATED IN THE TURNING
 GV5916'AREA.
 GV5916'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5916'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE END OF
 GV5916'SADDLETOWN ROAD AT THE ENTRANCE TO THE FAIR OAKS HUNT CLUB, 4.88 M
 GV5916'(16.0 FT) ) NORTH OF THE WEST GATE POST AT THE ENTRANCE TO THE CLUB.
 GV5916'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5916'BEARING             DISTANCE
 GV5916'RM 1    N62 49 13E       11.07 M (36.3 FT)
 GV5916'RM 2    N55 52 13W       31.92 M (104.7 FT)
 GV5916'RM 3    S20 03 37E       166.20 M (545.3 FT)
 GV5916'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5916'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5916'1.  IT IS LOCATED 6.40 M (21.0 FT) EAST OF THE CENTER LINE OF THE DIRT
 GV5916'ROAD (PRIVATE) TO THE FAIR OAKS HUNT CLUB.
 GV5916'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5916'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5916'2.  IT IS LOCATED 9.14 M (30.0 FT) WEST OF THE CENTER LINE OF
 GV5916'SADDLETOWN ROAD.
 GV5916'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5916'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5916'3.  IT IS LOCATED ON THE PREMISES OF THE FAIR OAKS HUNT CLUB, 9.51 M
 GV5916'(31.2 FT) NORTH OF THE CORNER OF THE FRAME SHED ADJACENT TO THE MAIN
 GV5916'CLUB BUILDING, 8.47 M (27.8 FT) NORTHWEST OF VIRGINIA POWER UTILITY
 GV5916'POLE NUMBER 854-47.
 GV5916
 GV5916                          STATION RECOVERY (1998)
 GV5916
 GV5916'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5916'RECOVERED IN GOOD CONDITION.
 GV5916
 GV5916                          STATION RECOVERY (2002)
 GV5916
 GV5916'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5917 ***********************************************************************
 GV5917  DESIGNATION -  006
 GV5917  PID         -  GV5917
 GV5917  STATE/COUNTY-  VA/YORK
 GV5917  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5917
 GV5917                         *CURRENT SURVEY CONTROL
 GV5917  ___________________________________________________________________
 GV5917* NAD 83(1993)-  37 20 59.56603(N)    076 42 17.11901(W)     ADJUSTED  
 GV5917* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 GV5917  ___________________________________________________________________
 GV5917  X           -   1,167,442.384 (meters)                     COMP
 GV5917  Y           -  -4,940,460.287 (meters)                     COMP
 GV5917  Z           -   3,848,325.929 (meters)                     COMP
 GV5917  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 GV5917  ELLIP HEIGHT-         -10.98  (meters)          (06/04/02) GPS OBS
 GV5917  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV5917
 GV5917  HORZ ORDER  -  SECOND
 GV5917  ELLP ORDER  -  FOURTH    CLASS II
 GV5917
 GV5917.The horizontal coordinates were established by GPS observations
 GV5917.and adjusted by the National Geodetic Survey in September 1995..
 GV5917
 GV5917.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5917
 GV5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5917
 GV5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5917
 GV5917.The ellipsoidal height was determined by GPS observations
 GV5917.and is referenced to NAD 83.
 GV5917
 GV5917.The geoid height was determined by GEOID03.
 GV5917
 GV5917;                    North         East     Units Scale Factor Converg.
 GV5917;SPC VA S     - 1,114,323.206 3,659,044.306   MT  0.99994545   +1 05 22.5
 GV5917;SPC VA S     - 3,655,908.72 12,004,714.53   sFT  0.99994545   +1 05 22.5
 GV5917;UTM  18      - 4,135,049.773   349,009.472   MT  0.99988083   -1 02 04.0
 GV5917
 GV5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5917!SPC VA S     -   1.00000172  x   0.99994545  =   0.99994717
 GV5917!UTM  18      -   1.00000172  x   0.99988083  =   0.99988255
 GV5917
 GV5917                          SUPERSEDED SURVEY CONTROL
 GV5917
 GV5917  ELLIP H (09/08/95)  -10.75   (m)                       GP(       ) 4 2
 GV5917  NAD 83(1993)-  37 20 59.56693(N)    076 42 17.12550(W) AD(       ) 2
 GV5917  ELLIP H (11/14/94)  -10.92   (m)                       GP(       ) 4 2
 GV5917  NAD 83(1986)-  37 20 59.57156(N)    076 42 17.14360(W) AD(       ) 2
 GV5917  NGVD 29 (12/05/90)   24.6    (m)           81.     (f) GPS OBS        
 GV5917
 GV5917.Superseded values are not recommended for survey control.
 GV5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5917.See file dsdata.txt to determine how the superseded data were derived.
 GV5917
 GV5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4900935050(NAD 83)
 GV5917_MARKER: DD = SURVEY DISK
 GV5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5917_SP_SET: CONCRETE POST
 GV5917_STAMPING: STATION NO. 006
 GV5917_MARK LOGO: VA-199
 GV5917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5917+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5917
 GV5917  HISTORY     - Date     Condition        Report By
 GV5917  HISTORY     - 1988     MONUMENTED       BSC
 GV5917
 GV5917                          STATION DESCRIPTION
 GV5917
 GV5917'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5917'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5917'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5917'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5917'FOR APPROXIMATELY 1.5 KM (0.95 MI) TO THE JUNCTION BARLOW ROAD.  TURN
 GV5917'RIGHT AND PROCEED IN A SOUTHEASTERLY  DIRECTION ALONG BARLOW ROAD FOR
 GV5917'1.5 KM (0.95 MI) TO THE JUNCTION WITH SKIMINO ROAD AND THE STATION ON
 GV5917'THE LEFT JUST BEFORE THE JUNCTION.
 GV5917'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5917'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5917'NORTHWEST CORNER OF THE INTERSECTION OF ROUTE 797 (SKIMINO ROAD) AND
 GV5917'604 (BARLOW ROAD), 4.57 M (15.0 FT) NORTH OF THE CENTER LINE OF BARLOW
 GV5917'ROAD, 16.76 M (55.0 FT) WEST OF THE CENTER LINE OF SKIMINO ROAD.
 GV5917'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE STATION
 GV5917'BEARING             DISTANCE
 GV5917'RM 1    S54 51 00E       30.32 M (99.5 FT)
 GV5917'RM 2    N40 40 12E       73.55 M (241.3 FT)
 GV5917'RM 3    N59 12 28W       516.10 M (1693.2 FT)
 GV5917'STATION 007    N18 34 36E       643.62 M (2111.6 FT)
 GV5917'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5917'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5917'1.  IT IS LOCATED 12.50 M (41.0 FT) EAST OF THE CENTERLINE OF SKIMINO
 GV5917'ROAD AND 13.41 M (44.0 FT) NORTH OF THE CENTER LINE OF BARLOW ROAD.
 GV5917'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5917'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5917'2.  IT IS LOCATED 6.55 M (21.5 FT) EAST OF THE CENTERLINE OF SKIMINO
 GV5917'ROAD AND 2.74 M (9.0 FT) WEST OF VIRGINIA POWER UTILITY POLE NUMBER
 GV5917'CM-24.
 GV5917'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5917'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5917'3.  IT IS LOCATED 7.62 M (25.0 FT) SOUTHWEST OF THE CENTERLINE OF
 GV5917'BARLOW ROAD AND APPROXIMATELY 0.76 M (2.5 FT) SOUTH OF VIRGINIA POWER
 GV5917'UTILITY POLE WO-52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5918 ***********************************************************************
 GV5918  DESIGNATION -  007
 GV5918  PID         -  GV5918
 GV5918  STATE/COUNTY-  VA/YORK
 GV5918  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5918
 GV5918                         *CURRENT SURVEY CONTROL
 GV5918  ___________________________________________________________________
 GV5918* NAD 83(1993)-  37 21 19.22640(N)    076 42 08.31698(W)     ADJUSTED  
 GV5918* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 GV5918  ___________________________________________________________________
 GV5918  X           -   1,167,568.483 (meters)                     COMP
 GV5918  Y           -  -4,940,051.983 (meters)                     COMP
 GV5918  Z           -   3,848,807.260 (meters)                     COMP
 GV5918  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 GV5918  ELLIP HEIGHT-         -11.76  (meters)          (06/04/02) GPS OBS
 GV5918  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV5918
 GV5918  HORZ ORDER  -  SECOND
 GV5918  ELLP ORDER  -  FOURTH    CLASS II
 GV5918
 GV5918.The horizontal coordinates were established by GPS observations
 GV5918.and adjusted by the National Geodetic Survey in September 1995..
 GV5918
 GV5918.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5918
 GV5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5918
 GV5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5918
 GV5918.The ellipsoidal height was determined by GPS observations
 GV5918.and is referenced to NAD 83.
 GV5918
 GV5918.The geoid height was determined by GEOID03.
 GV5918
 GV5918;                    North         East     Units Scale Factor Converg.
 GV5918;SPC VA S     - 1,114,933.294 3,659,249.347   MT  0.99994542   +1 05 27.8
 GV5918;SPC VA S     - 3,657,910.32 12,005,387.23   sFT  0.99994542   +1 05 27.8
 GV5918;UTM  18      - 4,135,651.803   349,236.970   MT  0.99987999   -1 01 59.1
 GV5918
 GV5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5918!SPC VA S     -   1.00000185  x   0.99994542  =   0.99994727
 GV5918!UTM  18      -   1.00000185  x   0.99987999  =   0.99988184
 GV5918
 GV5918                          SUPERSEDED SURVEY CONTROL
 GV5918
 GV5918  ELLIP H (09/08/95)  -11.53   (m)                       GP(       ) 4 2
 GV5918  NAD 83(1993)-  37 21 19.22730(N)    076 42 08.32350(W) AD(       ) 2
 GV5918  ELLIP H (11/14/94)  -11.70   (m)                       GP(       ) 4 2
 GV5918  NAD 83(1986)-  37 21 19.23196(N)    076 42 08.34167(W) AD(       ) 2
 GV5918  NGVD 29 (12/05/90)   23.8    (m)           78.     (f) GPS OBS        
 GV5918
 GV5918.Superseded values are not recommended for survey control.
 GV5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5918.See file dsdata.txt to determine how the superseded data were derived.
 GV5918
 GV5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4923735652(NAD 83)
 GV5918_MARKER: DD = SURVEY DISK
 GV5918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5918_SP_SET: CONCRETE POST
 GV5918_STAMPING: STATION NO. 007
 GV5918_MARK LOGO: VA-199
 GV5918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5918+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5918
 GV5918  HISTORY     - Date     Condition        Report By
 GV5918  HISTORY     - 1988     MONUMENTED       BSC
 GV5918
 GV5918                          STATION DESCRIPTION
 GV5918
 GV5918'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5918'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5918'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5918'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5918'FOR APPROXIMATELY 1.5 KM (0.95 MI) TO THE JUNCTION WITH BARLOW ROAD.
 GV5918'TURN RIGHT AND PROCEED IN A SOUTHEASTERLY  DIRECTION ALONG BARLOW ROAD
 GV5918'FOR 1.5 KM (0.95 MI) TO THE JUNCTION WITH SKIMINO ROAD.  TURN LEFT
 GV5918'ONTO SKIMINO ROAD AND PROCEED IN A NORTHERLY DIRECTION FOR 0.7 KM
 GV5918'(0.45 MI) TO THE STATION ON THE LEFT.
 GV5918'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5918'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 3.96 M
 GV5918'(13.0 FT) NORTH OF THE CENTER LINE OF SKIMINO ROAD AND 6.40 M
 GV5918'(21.0 FT) EAST FROM THE ADJACENT CHAIN LINK FENCE POST NEAREST SKIMINO
 GV5918'ROAD.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5918'BEARING             DISTANCE
 GV5918'RM 1    S15 30 46E        9.15 M (30.0 FT)
 GV5918'RM 2    N77 06 54E       82.03 M (269.1 FT)
 GV5918'RM 3    S30 16 43W       54.79 M (179.8 FT)
 GV5918'STATION 006    S18 34 36W      643.62 M (2111.6 FT)
 GV5918'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5918'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5918'1.  IT IS LOCATED 4.57 M (15.0 FT) SOUTH OF THE CENTER LINE OF SKIMINO
 GV5918'ROAD, OPPOSITE STATION 007.
 GV5918'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.103
 GV5918'M (0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5918'2.  IT IS LOCATED 4.88 M (16.0 FT) EAST OF THE CENTER LINE OF
 GV5918'SKIMINOROAD AND 3.20 M (10.5 FT) SOUTHWEST OF VIRGINIA POWER UTILITY
 GV5918'POLE NUMBER DA-69.
 GV5918'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5918'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5918'3.  IT IS LOCATED 4.57 M (15.0 FT) NORTH OF THE CENTER LINE OF SKIMINO
 GV5918'ROAD AND 5.18 M (17.0 FT) WEST OF THE POST FOR THE MAILBOX AT 143
 GV5918'SKIMINO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5919 ***********************************************************************
 GV5919  DESIGNATION -  008
 GV5919  PID         -  GV5919
 GV5919  STATE/COUNTY-  VA/YORK
 GV5919  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5919
 GV5919                         *CURRENT SURVEY CONTROL
 GV5919  ___________________________________________________________________
 GV5919* NAD 83(1993)-  37 21 20.66911(N)    076 41 19.66676(W)     ADJUSTED  
 GV5919* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 GV5919  ___________________________________________________________________
 GV5919  X           -   1,168,727.264 (meters)                     COMP
 GV5919  Y           -  -4,939,749.571 (meters)                     COMP
 GV5919  Z           -   3,848,842.123 (meters)                     COMP
 GV5919  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 GV5919  ELLIP HEIGHT-         -12.57  (meters)          (06/04/02) GPS OBS
 GV5919  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 GV5919
 GV5919  HORZ ORDER  -  SECOND
 GV5919  ELLP ORDER  -  FOURTH    CLASS II
 GV5919
 GV5919.The horizontal coordinates were established by GPS observations
 GV5919.and adjusted by the National Geodetic Survey in September 1995..
 GV5919
 GV5919.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5919
 GV5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5919
 GV5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5919
 GV5919.The ellipsoidal height was determined by GPS observations
 GV5919.and is referenced to NAD 83.
 GV5919
 GV5919.The geoid height was determined by GEOID03.
 GV5919
 GV5919;                    North         East     Units Scale Factor Converg.
 GV5919;SPC VA S     - 1,115,000.643 3,660,445.489   MT  0.99994542   +1 05 57.4
 GV5919;SPC VA S     - 3,658,131.28 12,009,311.58   sFT  0.99994542   +1 05 57.4
 GV5919;UTM  18      - 4,135,674.769   350,434.705   MT  0.99987556   -1 01 29.6
 GV5919
 GV5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5919!SPC VA S     -   1.00000197  x   0.99994542  =   0.99994739
 GV5919!UTM  18      -   1.00000197  x   0.99987556  =   0.99987753
 GV5919
 GV5919                          SUPERSEDED SURVEY CONTROL
 GV5919
 GV5919  ELLIP H (09/08/95)  -12.33   (m)                       GP(       ) 4 2
 GV5919  NAD 83(1993)-  37 21 20.67004(N)    076 41 19.67333(W) AD(       ) 2
 GV5919  ELLIP H (11/14/94)  -12.50   (m)                       GP(       ) 4 2
 GV5919  NAD 83(1986)-  37 21 20.67479(N)    076 41 19.69166(W) AD(       ) 2
 GV5919  NGVD 29 (12/05/90)   23.1    (m)           76.     (f) GPS OBS        
 GV5919
 GV5919.Superseded values are not recommended for survey control.
 GV5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5919.See file dsdata.txt to determine how the superseded data were derived.
 GV5919
 GV5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5043535675(NAD 83)
 GV5919_MARKER: DD = SURVEY DISK
 GV5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5919_SP_SET: CONCRETE POST
 GV5919_STAMPING: STATION NO. 008
 GV5919_MARK LOGO: VA-199
 GV5919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5919+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5919
 GV5919  HISTORY     - Date     Condition        Report By
 GV5919  HISTORY     - 1988     MONUMENTED       BSC
 GV5919
 GV5919                          STATION DESCRIPTION
 GV5919
 GV5919'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5919'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5919'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5919'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5919'FOR APPROXIMATELY 1.5 KM (0.95 MI) TO THE JUNCTION WITH BARLOW ROAD.
 GV5919'TURN RIGHT ONTO BARLOW ROAD AND PROCEED IN A SOUTHEASTERLY  DIRECTION
 GV5919'FOR 1.5 KM (0.95 MI) TO THE  JUNCTION WITH SKIMINO ROAD.  TURN LEFT
 GV5919'INTO SKIMINO ROAD AND PROCEED NORTH THEN EAST FOR 1.9 KM (1.20 MI) TO
 GV5919'THE STATION AT THE JUNCTION WITH FOREST LANE.
 GV5919'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5919'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5919'SOUTHEAST CORNER OF THE INTERSECTIONS OF ROUTE 797 (SKIMINO ROAD) AND
 GV5919'1612 (FOREST LANE).  IT IS 4.88 M (16.0 FT) EAST OF THE CENTER LINE OF
 GV5919'ROUTE 1612 AND 7.32 M (24.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 797.
 GV5919'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5919'BEARING             DISTANCE
 GV5919'RM 1    N66 37 08E       34.32 M (112.6 FT)
 GV5919'RM 2    S18 23 04E       67.92 M (222.8 FT)
 GV5919'RM 3    S86 17 20W      363.93 M (1194.0 FT)
 GV5919'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5919'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5919'1.  IT IS LOCATED 4.57 M (15.0 FT) SOUTH OF THE CENTER LINE OF SKIMINO
 GV5919'ROADAND 7.92 M (26.0 FT) EAST OF THE ADJACENT 0.61 M (2.0 FT) GUM
 GV5919'TREE.
 GV5919'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5919'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5919'2.  IT IS LOCATED 4.11 M (13.5 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5919'1612 (FOREST LANE) AND 7.92 M (26.0 FT) NORTHWEST OF  VIRGINIA POWER
 GV5919'UTILITY POLE NUMBER JA-79.
 GV5919'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5919'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5919'3.  IT IS LOCATED 5.94 M (19.5 FT) WEST OF THE CENTER LINE OF SKIMINO
 GV5919'ROAD AND 1.07 M (3.5 FT) NORTHWEST OF VIRGINIA POWER UTILITY POLE
 GV5919'NUMBER LB-92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5920 ***********************************************************************
 GV5920  DESIGNATION -  009
 GV5920  PID         -  GV5920
 GV5920  STATE/COUNTY-  VA/YORK
 GV5920  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5920
 GV5920                         *CURRENT SURVEY CONTROL
 GV5920  ___________________________________________________________________
 GV5920* NAD 83(1993)-  37 20 36.46475(N)    076 42 14.15838(W)     ADJUSTED  
 GV5920* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 GV5920  ___________________________________________________________________
 GV5920  X           -   1,167,612.510 (meters)                     COMP
 GV5920  Y           -  -4,940,863.360 (meters)                     COMP
 GV5920  Z           -   3,847,759.263 (meters)                     COMP
 GV5920  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GV5920  ELLIP HEIGHT-         -11.79  (meters)          (06/04/02) GPS OBS
 GV5920  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 GV5920
 GV5920  HORZ ORDER  -  SECOND
 GV5920  ELLP ORDER  -  FOURTH    CLASS II
 GV5920
 GV5920.The horizontal coordinates were established by GPS observations
 GV5920.and adjusted by the National Geodetic Survey in September 1995..
 GV5920
 GV5920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5920
 GV5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5920
 GV5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5920
 GV5920.The ellipsoidal height was determined by GPS observations
 GV5920.and is referenced to NAD 83.
 GV5920
 GV5920.The geoid height was determined by GEOID03.
 GV5920
 GV5920;                    North         East     Units Scale Factor Converg.
 GV5920;SPC VA S     - 1,113,612.572 3,659,130.703   MT  0.99994549   +1 05 24.3
 GV5920;SPC VA S     - 3,653,577.25 12,004,997.98   sFT  0.99994549   +1 05 24.3
 GV5920;UTM  18      - 4,134,336.471   349,069.469   MT  0.99988061   -1 02 01.6
 GV5920
 GV5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5920!SPC VA S     -   1.00000185  x   0.99994549  =   0.99994734
 GV5920!UTM  18      -   1.00000185  x   0.99988061  =   0.99988246
 GV5920
 GV5920                          SUPERSEDED SURVEY CONTROL
 GV5920
 GV5920  ELLIP H (09/08/95)  -11.56   (m)                       GP(       ) 4 2
 GV5920  NAD 83(1993)-  37 20 36.46566(N)    076 42 14.16487(W) AD(       ) 2
 GV5920  ELLIP H (11/14/94)  -11.72   (m)                       GP(       ) 4 2
 GV5920  NAD 83(1986)-  37 20 36.47028(N)    076 42 14.18298(W) AD(       ) 2
 GV5920  NGVD 29 (12/05/90)   23.8    (m)           78.     (f) GPS OBS        
 GV5920
 GV5920.Superseded values are not recommended for survey control.
 GV5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5920.See file dsdata.txt to determine how the superseded data were derived.
 GV5920
 GV5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4906934336(NAD 83)
 GV5920_MARKER: DD = SURVEY DISK
 GV5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5920_SP_SET: CONCRETE POST
 GV5920_STAMPING: STATION NO. 009
 GV5920_MARK LOGO: VA-199
 GV5920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5920+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV5920
 GV5920  HISTORY     - Date     Condition        Report By
 GV5920  HISTORY     - 1988     MONUMENTED       BSC
 GV5920  HISTORY     - 20020222 GOOD             COMPA
 GV5920  HISTORY     - 20051209 GOOD             USPSQD
 GV5920
 GV5920                          STATION DESCRIPTION
 GV5920
 GV5920'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5920'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5920'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5920'(LIGHTFOOT ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 646
 GV5920'FOR APPROXIMATELY 1.5 KM (0.95 MI) TO THE JUNCTION WITH BARLOW ROAD
 GV5920'(ROUTE 604).  TURN RIGHT AND PROCEED IN A SOUTHEASTERLY  DIRECTION
 GV5920'ALONG BARLOW ROAD FOR 1.5 KM (0.95 MI) TO THE JUNCTION WITH SKIMINO
 GV5920'ROAD.  BEAR RIGHT AND CONTINUE ALONG BARLOW ROAD FOR APPROXIMATELY 0.9
 GV5920'KM (0.55 MI) TO THE STATION ON THE RIGHT JUST PAST HOUSE NUMBER 213.
 GV5920'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5920'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 7.47 M
 GV5920'(24.5 FT) WEST OF THE CENTER LINE OF ROUTE 604 (BARLOW ROAD) AND 19.20
 GV5920'M (63.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE FRAME HOUSE AT 213
 GV5920'BARLOW ROAD.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5920'BEARING             DISTANCE
 GV5920'RM 1    S25 59 27E      102.89 M (337.6 FT)
 GV5920'RM 2    N56 48 54E       15.72 M (51.6 FT)
 GV5920'RM 3    N20 02 34W      193.41 M (634.5 FT)
 GV5920'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5920'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5920'1.  IT IS LOCATED 11.89 M (39.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5920'BARLOW ROAD AND 0.61 M (2.0 FT) SOUTHEAST VIRGINIA POWER UTILITY POLE
 GV5920'NUMBER CG-47.
 GV5920'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5920'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5920'2.  IT IS LOCATED 8.23 M (27.0 FT) NORTH OF THE CENTER LINE OF BARLOW
 GV5920'ROAD, OPPOSITE STATION 009.
 GV5920'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5920'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5920'3.  IT IS LOCATED 6.86 M (22.5 FT) WEST OF THE CENTER LINE OF BARLOW
 GV5920'ROAD AND 1.52 M (5.0 FT) NORTHEAST OF VIRGINIA POWER UTILITY POLE
 GV5920'NUMBER BI-89.
 GV5920
 GV5920                          STATION RECOVERY (2002)
 GV5920
 GV5920'RECOVERY NOTE BY COMPASSCOM INC 2002 (RL)
 GV5920'RECOVERED IN GOOD CONDITION.
 GV5920
 GV5920                          STATION RECOVERY (2005)
 GV5920
 GV5920'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5921 ***********************************************************************
 GV5921  DESIGNATION -  010
 GV5921  PID         -  GV5921
 GV5921  STATE/COUNTY-  VA/YORK
 GV5921  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5921
 GV5921                         *CURRENT SURVEY CONTROL
 GV5921  ___________________________________________________________________
 GV5921* NAD 83(1993)-  37 19 46.54398(N)    076 42 16.82868(W)     ADJUSTED  
 GV5921* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 GV5921  ___________________________________________________________________
 GV5921  X           -   1,167,764.000 (meters)                     COMP
 GV5921  Y           -  -4,941,790.243 (meters)                     COMP
 GV5921  Z           -   3,846,538.282 (meters)                     COMP
 GV5921  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GV5921  ELLIP HEIGHT-          -7.41  (meters)          (06/04/02) GPS OBS
 GV5921  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV5921
 GV5921  HORZ ORDER  -  SECOND
 GV5921  ELLP ORDER  -  FOURTH    CLASS II
 GV5921
 GV5921.The horizontal coordinates were established by GPS observations
 GV5921.and adjusted by the National Geodetic Survey in September 1995..
 GV5921
 GV5921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5921
 GV5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5921
 GV5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5921
 GV5921.The ellipsoidal height was determined by GPS observations
 GV5921.and is referenced to NAD 83.
 GV5921
 GV5921.The geoid height was determined by GEOID03.
 GV5921
 GV5921;                    North         East     Units Scale Factor Converg.
 GV5921;SPC VA S     - 1,112,072.682 3,659,094.257   MT  0.99994562   +1 05 22.7
 GV5921;SPC VA S     - 3,648,525.12 12,004,878.41   sFT  0.99994562   +1 05 22.7
 GV5921;UTM  18      - 4,132,799.090   348,975.991   MT  0.99988096   -1 02 02.1
 GV5921
 GV5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5921!SPC VA S     -   1.00000116  x   0.99994562  =   0.99994678
 GV5921!UTM  18      -   1.00000116  x   0.99988096  =   0.99988212
 GV5921
 GV5921                          SUPERSEDED SURVEY CONTROL
 GV5921
 GV5921  ELLIP H (09/08/95)   -7.18   (m)                       GP(       ) 4 2
 GV5921  NAD 83(1993)-  37 19 46.54493(N)    076 42 16.83519(W) AD(       ) 2
 GV5921  ELLIP H (11/14/94)   -7.35   (m)                       GP(       ) 4 2
 GV5921  NAD 83(1986)-  37 19 46.54954(N)    076 42 16.85332(W) AD(       ) 2
 GV5921  NGVD 29 (12/05/90)   28.2    (m)           93.     (f) GPS OBS        
 GV5921
 GV5921.Superseded values are not recommended for survey control.
 GV5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5921.See file dsdata.txt to determine how the superseded data were derived.
 GV5921
 GV5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4897632799(NAD 83)
 GV5921_MARKER: DD = SURVEY DISK
 GV5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5921_SP_SET: CONCRETE POST
 GV5921_STAMPING: STATION NO. 010
 GV5921_MARK LOGO: VA-199
 GV5921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5921+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5921
 GV5921  HISTORY     - Date     Condition        Report By
 GV5921  HISTORY     - 1988     MONUMENTED       BSC
 GV5921
 GV5921                          STATION DESCRIPTION
 GV5921
 GV5921'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5921'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5921'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5921'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5921'FOR APPROXIMATELY 0.38 KM (0.25 MI)  TO THE INTERSECTION WITH
 GV5921'ROCHAMBEAU DRIVE. TURN LEFT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A
 GV5921'SOUTHEASTERLY DIRECTION FOR 3.6 KM (2.25 MI) TO THE JUNCTION WITH
 GV5921'BARLOW ROAD (ROUTE 604).  TURN LEFT ONTO BARLOW ROAD AND PROCEED IN A
 GV5921'NORTHEASTERLY DIRECTION, CROSSING OVER I-64 FOR 0.15 KM (0.10 MI) TO
 GV5921'THE STATION ON THE LEFT.
 GV5921'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5921'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 604
 GV5921'(BARLOW ROAD), NORTH OF ROUTE F-137 (ROCHAMBEAU DRIVE), 4.42 M
 GV5921'(14.5 FT) EAST OF THE CENTER LINE OF ROUTE 604 (BARLOW ROAD), 4.57 M
 GV5921'(15.0 FT)NORTHEAST OF THE CONCRETE HEADWALL OF THE I-64 OVERPASS.
 GV5921'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5921'BEARING             DISTANCE
 GV5921'RM 1    S48 43 18W      144.34 M (473.6 FT)
 GV5921'RM 2    N40 22 03W        8.88 M (29.1 FT)
 GV5921'RM 3    N38 49 20E      149.21 M (489.5 FT)
 GV5921'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5921'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5921'1.  IT IS LOCATED  ON ROUTE F-137 (ROCHAMBEAU DRIVE) AT THE
 GV5921'INTERSECTION WITH ROUTE 604 (BARLOW ROAD), 6.86 M (22.5 FT) SOUTH OF
 GV5921'THE CENTER LINE OF ROUTE F-173, 0.46 M (1.5 FT) SOUTH OF THE
 GV5921'STREET/ROUTE SIGN POST.
 GV5921'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5921'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5921'2.  IT IS LOCATED 4.57 M (15.0 FT) WEST OF THE CENTER LINE OF BARLOW
 GV5921'ROAD, 4.57 M (15.0 FT) NORTH OF THE CONCRETE HEADWALL OF THE I-64
 GV5921'OVERPASS.
 GV5921'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5921'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5921'3.  IT IS LOCATED 7.62 M (25.0 FT) NORTH OF THE CENTER LINE OF BARLOW
 GV5921'ROAD AND 2.59 M (8.5 FT) NORTHEAST OF THE TRAFFIC DIRECTION SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6060 ***********************************************************************
 GV6060  DESIGNATION -  0101
 GV6060  PID         -  GV6060
 GV6060  STATE/COUNTY-  VA/JAMES CITY
 GV6060  USGS QUAD   -  NORGE (1984)
 GV6060
 GV6060                         *CURRENT SURVEY CONTROL
 GV6060  ___________________________________________________________________
 GV6060* NAD 83(1993)-  37 20 15.49692(N)    076 46 04.08268(W)     ADJUSTED  
 GV6060* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 GV6060  ___________________________________________________________________
 GV6060  X           -   1,162,195.092 (meters)                     COMP
 GV6060  Y           -  -4,942,548.444 (meters)                     COMP
 GV6060  Z           -   3,847,249.205 (meters)                     COMP
 GV6060  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV6060  ELLIP HEIGHT-          -5.41  (meters)          (06/04/02) GPS OBS
 GV6060  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 GV6060
 GV6060  HORZ ORDER  -  SECOND
 GV6060  ELLP ORDER  -  FOURTH    CLASS II
 GV6060
 GV6060.The horizontal coordinates were established by GPS observations
 GV6060.and adjusted by the National Geodetic Survey in September 1995..
 GV6060
 GV6060.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6060
 GV6060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6060
 GV6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6060
 GV6060.The ellipsoidal height was determined by GPS observations
 GV6060.and is referenced to NAD 83.
 GV6060
 GV6060.The geoid height was determined by GEOID03.
 GV6060
 GV6060;                    North         East     Units Scale Factor Converg.
 GV6060;SPC VA S     - 1,112,860.556 3,653,484.547   MT  0.99994554   +1 03 04.7
 GV6060;SPC VA S     - 3,651,110.01 11,986,473.88   sFT  0.99994554   +1 03 04.7
 GV6060;UTM  18      - 4,133,794.241   343,399.630   MT  0.99990209   -1 04 20.7
 GV6060
 GV6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6060!SPC VA S     -   1.00000085  x   0.99994554  =   0.99994639
 GV6060!UTM  18      -   1.00000085  x   0.99990209  =   0.99990294
 GV6060
 GV6060                          SUPERSEDED SURVEY CONTROL
 GV6060
 GV6060  ELLIP H (09/08/95)   -5.18   (m)                       GP(       ) 4 2
 GV6060  NAD 83(1993)-  37 20 15.49777(N)    076 46 04.08887(W) AD(       ) 2
 GV6060  ELLIP H (11/14/94)   -5.35   (m)                       GP(       ) 4 2
 GV6060  NAD 83(1986)-  37 20 15.50274(N)    076 46 04.10663(W) AD(       ) 2
 GV6060  NGVD 29 (02/21/92)   30.0    (m)           98.     (f) GPS OBS        
 GV6060
 GV6060.Superseded values are not recommended for survey control.
 GV6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6060.See file dsdata.txt to determine how the superseded data were derived.
 GV6060
 GV6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4340033794(NAD 83)
 GV6060_MARKER: A = ALUMINUM MARKER
 GV6060_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GV6060+WITH SETTING: INFORMATION.
 GV6060_SP_SET: METAL ROD DRIVEN INTO GROUND
 GV6060_STAMPING: VEPCO 40
 GV6060_MARK LOGO: VEPCO 
 GV6060_PROJECTION: FLUSH
 GV6060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV6060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6060+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6060_ROD/PIPE-DEPTH: 1.8  meters
 GV6060
 GV6060  HISTORY     - Date     Condition        Report By
 GV6060  HISTORY     - 1990     MONUMENTED       RDA
 GV6060  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6060  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6060
 GV6060                          STATION DESCRIPTION
 GV6060
 GV6060'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 GV6060'THE STATION IS LOCATED IN JAMES CITY COUNTY, VIRGINIA, APPROXIMATELY
 GV6060'1.61 KM (1.00 MI) WEST OF THE TOWN OF LIGHTFOOT, AND APPROXIMATELY
 GV6060'3.22 KM (2.00 MI) SOUTH OF THE TOWN OF NORGE.  TO REACH THE STATION
 GV6060'FROM THE JUNCTION OF U.S.60 (RICHMOND ROAD) AND ROUTE 614
 GV6060'(CENTERVILLE ROAD),  PROCEED WEST ALONG ROUTE 614 APPROXIMATELY 1.45
 GV6060'KM (0.90 MI) .  THE STATION IS LOCATED NORTH OF ROUTE 614 ON THE WEST
 GV6060'SIDE OF A HIGH VOLTAGE POWERLINE CROSSING.  THE STATION IS A W-I-B
 GV6060'BERNSTEN ALUMINUM MONUMENT SET FLUSH WITH THE GROUND AND IS STAMPED
 GV6060'VEPCO 40.  THE STATION IS LOCATED 2.44 M (8.01 FT) NORTHWEST OF THE
 GV6060'EDGE OF THE PAVEMENT OF ROUTE 614, 3.29 M (10.79 FT) SOUTH OF POWER
 GV6060'POLE NUMBER ND40, AND 3.84 M (12.60 FT) SOUTHWEST OF THE EAST GUY
 GV6060'WIRE (AT GROUND LEVEL).  THE AZIMUTH MARK IS THE RED LIGHT AT THE TOP
 GV6060'OF THE MICROWAVE TOWER VISIBLE TO THE EAST.
 GV6060
 GV6060                          STATION RECOVERY (1997)
 GV6060
 GV6060'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6060'MARK NOT FOUND.
 GV6060
 GV6060                          STATION RECOVERY (2002)
 GV6060
 GV6060'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6061 ***********************************************************************
 GV6061  DESIGNATION -  0103
 GV6061  PID         -  GV6061
 GV6061  STATE/COUNTY-  VA/JAMES CITY
 GV6061  USGS QUAD   -  TOANO (1986)
 GV6061
 GV6061                         *CURRENT SURVEY CONTROL
 GV6061  ___________________________________________________________________
 GV6061* NAD 83(1993)-  37 22 52.37718(N)    076 48 20.24784(W)     ADJUSTED  
 GV6061* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 GV6061  ___________________________________________________________________
 GV6061  X           -   1,158,262.184 (meters)                     COMP
 GV6061  Y           -  -4,940,457.431 (meters)                     COMP
 GV6061  Z           -   3,851,093.588 (meters)                     COMP
 GV6061  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV6061  ELLIP HEIGHT-          -5.16  (meters)          (06/04/02) GPS OBS
 GV6061  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 GV6061
 GV6061  HORZ ORDER  -  SECOND
 GV6061  ELLP ORDER  -  FOURTH    CLASS II
 GV6061
 GV6061.The horizontal coordinates were established by GPS observations
 GV6061.and adjusted by the National Geodetic Survey in September 1995..
 GV6061
 GV6061.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6061
 GV6061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6061
 GV6061.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6061
 GV6061.The ellipsoidal height was determined by GPS observations
 GV6061.and is referenced to NAD 83.
 GV6061
 GV6061.The geoid height was determined by GEOID03.
 GV6061
 GV6061;                    North         East     Units Scale Factor Converg.
 GV6061;SPC VA S     - 1,117,635.151 3,650,046.683   MT  0.99994543   +1 01 42.1
 GV6061;SPC VA S     - 3,666,774.66 11,975,194.83   sFT  0.99994543   +1 01 42.1
 GV6061;UTM  18      - 4,138,692.804   340,141.229   MT  0.99991479   -1 05 47.2
 GV6061
 GV6061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6061!SPC VA S     -   1.00000081  x   0.99994543  =   0.99994624
 GV6061!UTM  18      -   1.00000081  x   0.99991479  =   0.99991560
 GV6061
 GV6061|---------------------------------------------------------------------|
 GV6061| PID    Reference Object                     Distance      Geod. Az  |
 GV6061|                                                           dddmmss.s |
 GV6061| GV6115 303 RM 3 AZ MK                      392.848 METERS 00013     |
 GV6061|---------------------------------------------------------------------|
 GV6061
 GV6061                          SUPERSEDED SURVEY CONTROL
 GV6061
 GV6061  ELLIP H (09/08/95)   -4.92   (m)                       GP(       ) 4 2
 GV6061  NAD 83(1993)-  37 22 52.37776(N)    076 48 20.25349(W) AD(       ) 2
 GV6061  ELLIP H (11/14/94)   -5.10   (m)                       GP(       ) 4 2
 GV6061  NAD 83(1986)-  37 22 52.38252(N)    076 48 20.27008(W) AD(       ) 2
 GV6061  NGVD 29 (02/21/92)   30.0    (m)           98.     (f) GPS OBS        
 GV6061
 GV6061.Superseded values are not recommended for survey control.
 GV6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6061.See file dsdata.txt to determine how the superseded data were derived.
 GV6061
 GV6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4014138693(NAD 83)
 GV6061_MARKER: DD = SURVEY DISK
 GV6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6061_SP_SET: CONCRETE POST
 GV6061_STAMPING: STATION NO LC1
 GV6061_MARK LOGO: NNWW  
 GV6061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6061+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6061
 GV6061  HISTORY     - Date     Condition        Report By
 GV6061  HISTORY     - 1989     MONUMENTED       RSA
 GV6061  HISTORY     - 19900629 GOOD
 GV6061  HISTORY     - 19971117 GOOD             USPSQD
 GV6061  HISTORY     - 20021217 GOOD             USPSQD
 GV6061  HISTORY     - 20051209 GOOD             USPSQD
 GV6061
 GV6061                          STATION DESCRIPTION
 GV6061
 GV6061'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1989
 GV6061'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6061'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6061'(RICHMOND ROAD) AND ROUTE 631 (CHICKAHOMINY ROAD), PROCEED NORTHWEST
 GV6061'ALONG U.S.60 APPROXIMATELY 304 M (997.4 FT) TO THE INTERSECTION OF
 GV6061'ROUTE 1001 (CHURCH LANE).  THE STATION IS LOCATED NORTHWEST OF THE
 GV6061'INTERSECTION, IN THE MEDIAN OF U.S.60. THE STATION IS A 3.25 INCH
 GV6061'DISK SET IN CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE GROUND
 GV6061'SURFACE, STAMPED STATION NO. LC1.  THE DISK IS LOCATED IN THE GRASS
 GV6061'MEDIAN, 2.74 M (8.99 FT) NORTHWEST OF THE FACE OF THE CURB AT THE
 GV6061'SOUTHEAST END OF THE MEDIAN, .91 M (2.99 FT) SOUTHWEST OF THE FACE OF
 GV6061'THE CURB ON THE NORTHEAST SIDE OF THE MEDIAN, AND 1.52 M (4.99 FT)
 GV6061'NORTHEAST OF THE FACE OF THE CURB ON THE SOUTHWEST SIDE OF THE
 GV6061'MEDIAN.
 GV6061
 GV6061                          STATION RECOVERY (1990)
 GV6061
 GV6061'RECOVERED 1990
 GV6061'RECOVERED IN GOOD CONDITION.
 GV6061
 GV6061                          STATION RECOVERY (1997)
 GV6061
 GV6061'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6061'RECOVERED IN GOOD CONDITION.
 GV6061
 GV6061                          STATION RECOVERY (2002)
 GV6061
 GV6061'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6061'RECOVERED IN GOOD CONDITION.
 GV6061
 GV6061                          STATION RECOVERY (2005)
 GV6061
 GV6061'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5922 ***********************************************************************
 GV5922  DESIGNATION -  011
 GV5922  PID         -  GV5922
 GV5922  STATE/COUNTY-  VA/YORK
 GV5922  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5922
 GV5922                         *CURRENT SURVEY CONTROL
 GV5922  ___________________________________________________________________
 GV5922* NAD 83(1993)-  37 19 54.15625(N)    076 42 42.50525(W)     ADJUSTED  
 GV5922* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 GV5922  ___________________________________________________________________
 GV5922  X           -   1,167,115.749 (meters)                     COMP
 GV5922  Y           -  -4,941,795.547 (meters)                     COMP
 GV5922  Z           -   3,846,723.691 (meters)                     COMP
 GV5922  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 GV5922  ELLIP HEIGHT-          -9.38  (meters)          (06/04/02) GPS OBS
 GV5922  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 GV5922
 GV5922  HORZ ORDER  -  SECOND
 GV5922  ELLP ORDER  -  FOURTH    CLASS II
 GV5922
 GV5922.The horizontal coordinates were established by GPS observations
 GV5922.and adjusted by the National Geodetic Survey in September 1995..
 GV5922
 GV5922.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5922
 GV5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5922
 GV5922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5922
 GV5922.The ellipsoidal height was determined by GPS observations
 GV5922.and is referenced to NAD 83.
 GV5922
 GV5922.The geoid height was determined by GEOID03.
 GV5922
 GV5922;                    North         East     Units Scale Factor Converg.
 GV5922;SPC VA S     - 1,112,295.309 3,658,457.846   MT  0.99994560   +1 05 07.1
 GV5922;SPC VA S     - 3,649,255.53 12,002,790.45   sFT  0.99994560   +1 05 07.1
 GV5922;UTM  18      - 4,133,045.130   348,348.306   MT  0.99988330   -1 02 17.8
 GV5922
 GV5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5922!SPC VA S     -   1.00000147  x   0.99994560  =   0.99994707
 GV5922!UTM  18      -   1.00000147  x   0.99988330  =   0.99988477
 GV5922
 GV5922                          SUPERSEDED SURVEY CONTROL
 GV5922
 GV5922  ELLIP H (09/08/95)   -9.15   (m)                       GP(       ) 4 2
 GV5922  NAD 83(1993)-  37 19 54.15718(N)    076 42 42.51173(W) AD(       ) 2
 GV5922  ELLIP H (11/14/94)   -9.32   (m)                       GP(       ) 4 2
 GV5922  NAD 83(1986)-  37 19 54.16165(N)    076 42 42.52983(W) AD(       ) 2
 GV5922  NGVD 29 (12/05/90)   26.2    (m)           86.     (f) GPS OBS        
 GV5922
 GV5922.Superseded values are not recommended for survey control.
 GV5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5922.See file dsdata.txt to determine how the superseded data were derived.
 GV5922
 GV5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4834833045(NAD 83)
 GV5922_MARKER: DD = SURVEY DISK
 GV5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5922_SP_SET: CONCRETE POST
 GV5922_STAMPING: STATION NO. 011
 GV5922_MARK LOGO: VA-199
 GV5922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5922+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 GV5922
 GV5922  HISTORY     - Date     Condition        Report By
 GV5922  HISTORY     - 1988     MONUMENTED       BSC
 GV5922  HISTORY     - 20050517 GOOD             USPSQD
 GV5922
 GV5922                          STATION DESCRIPTION
 GV5922
 GV5922'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5922'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5922'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5922'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5922'FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE JUNCTION WITH ROCHAMBEAU
 GV5922'DRIVE.  TURN LEFT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A SOUTHEASTERLY
 GV5922'DIRECTION AD FOR 3.0 KM (1.85 MI) TO THE JUNCTION WITH SCHENCK DRIVE.
 GV5922'TURN RIGHT AND PROCEED IN A SOUTHWESTERLY DIRECTION FOR APPROXIMATELY
 GV5922'0.2 KM (0.10 MI) TO THE STATION ON THE LEFT JUST PAST THE INTERSECTION
 GV5922'WITH HUDSON DRIVE.
 GV5922'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5922'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 1401
 GV5922'(SCHENCK DRIVE), NEAR THE INTERSECTION WITH HUDSON DRIVE, 6.25 M
 GV5922'(20.5 FT) EAST OF THE CENTER LINE OF ROUTE 1401, 2.29 M (7.5 FT) NORTH
 GV5922'OF VIRGINIA POWER UTILITY POLE NUMBER SC-5.  LOCATION OF REFERENCE
 GV5922'MARKS RELATIVE TO THE MAIN STATION
 GV5922'BEARING             DISTANCE
 GV5922'RM 1    S45 48 17W       25.75 M (84.5 FT)
 GV5922'RM 2    N41 54 30W       13.59 M (44.6 FT)
 GV5922'RM 3    N44 41 13E      215.86 M (708.2 FT)
 GV5922'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5922'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5922'1.  IT IS LOCATED  6.40 M (21.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5922'1401 (SCHENCK DRIVE), 1.68 M (5.5 FT) NORTH OF VIRGINIA POWER UTILITY
 GV5922'POLE KP-62.
 GV5922'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5922'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5922'2.  IT IS LOCATED 7.77 M (25.5 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5922'1401 (SCHENCK DRIVE), 6.86 M (22.5 FT) WEST OF THE CENTER LINE OF
 GV5922'ROUTE 1403 (HUDSON DRIVE).
 GV5922'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5922'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5922'3.  IT IS LOCATED AT THE INTERSECTION OF ROUTES F-137 (ROCHAMBEAU
 GV5922'DRIVE) AND 1401 (SCHENCK DRIVE),  6.86 M (22.5 FT) EAST OF THE CENTER
 GV5922'LINE OF ROUTE F-137, 17.22 M (56.5 FT) NORTHWEST OF VIRGINIA POWER
 GV5922'UTILITY REPEATER POST.
 GV5922
 GV5922                          STATION RECOVERY (2005)
 GV5922
 GV5922'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV5922'N 37 19.902
 GV5922'W 076 42.708
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5923 ***********************************************************************
 GV5923  DESIGNATION -  012
 GV5923  PID         -  GV5923
 GV5923  STATE/COUNTY-  VA/YORK
 GV5923  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5923
 GV5923                         *CURRENT SURVEY CONTROL
 GV5923  ___________________________________________________________________
 GV5923* NAD 83(1993)-  37 20 21.91105(N)    076 43 01.91329(W)     ADJUSTED  
 GV5923* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 GV5923  ___________________________________________________________________
 GV5923  X           -   1,166,532.358 (meters)                     COMP
 GV5923  Y           -  -4,941,403.810 (meters)                     COMP
 GV5923  Z           -   3,847,406.774 (meters)                     COMP
 GV5923  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 GV5923  ELLIP HEIGHT-          -4.83  (meters)          (06/04/02) GPS OBS
 GV5923  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV5923
 GV5923  HORZ ORDER  -  SECOND
 GV5923  ELLP ORDER  -  FOURTH    CLASS II
 GV5923
 GV5923.The horizontal coordinates were established by GPS observations
 GV5923.and adjusted by the National Geodetic Survey in September 1995..
 GV5923
 GV5923.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5923
 GV5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5923
 GV5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5923
 GV5923.The ellipsoidal height was determined by GPS observations
 GV5923.and is referenced to NAD 83.
 GV5923
 GV5923.The geoid height was determined by GEOID03.
 GV5923
 GV5923;                    North         East     Units Scale Factor Converg.
 GV5923;SPC VA S     - 1,113,141.724 3,657,964.020   MT  0.99994552   +1 04 55.3
 GV5923;SPC VA S     - 3,652,032.47 12,001,170.29   sFT  0.99994552   +1 04 55.3
 GV5923;UTM  18      - 4,133,909.209   347,886.213   MT  0.99988503   -1 02 30.3
 GV5923
 GV5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5923!SPC VA S     -   1.00000076  x   0.99994552  =   0.99994628
 GV5923!UTM  18      -   1.00000076  x   0.99988503  =   0.99988579
 GV5923
 GV5923                          SUPERSEDED SURVEY CONTROL
 GV5923
 GV5923  ELLIP H (09/08/95)   -4.59   (m)                       GP(       ) 4 2
 GV5923  NAD 83(1993)-  37 20 21.91196(N)    076 43 01.91974(W) AD(       ) 2
 GV5923  ELLIP H (11/14/94)   -4.76   (m)                       GP(       ) 4 2
 GV5923  NAD 83(1986)-  37 20 21.91632(N)    076 43 01.93778(W) AD(       ) 2
 GV5923  NGVD 29 (12/05/90)   30.8    (m)          101.     (f) GPS OBS        
 GV5923
 GV5923.Superseded values are not recommended for survey control.
 GV5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5923.See file dsdata.txt to determine how the superseded data were derived.
 GV5923
 GV5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4788633909(NAD 83)
 GV5923_MARKER: DD = SURVEY DISK
 GV5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5923_SP_SET: CONCRETE POST
 GV5923_STAMPING: STATION NO. 012
 GV5923_MARK LOGO: VA-199
 GV5923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5923+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV5923
 GV5923  HISTORY     - Date     Condition        Report By
 GV5923  HISTORY     - 1988     MONUMENTED       BSC
 GV5923  HISTORY     - 20050518 GOOD             USPSQD
 GV5923
 GV5923                          STATION DESCRIPTION
 GV5923
 GV5923'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5923'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5923'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5923'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5923'FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE JUNCTION WITH ROCHAMBEAU
 GV5923'DRIVE.  TURN LEFT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A SOUTHEASTERLY
 GV5923'DIRECTION FOR 2.0 KM (1.25 MI) TO THE STATION ON THE LEFT.
 GV5923'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5923'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED JUST OPPOSITE
 GV5923'PIERCES PITT-COOKED-BAR-B-Q, 7.92 M (26.0 FT) NORTHEAST OF THE CENTER
 GV5923'LINE OF ROCHAMBEAU DRIVE, 2.29 M (7.5 FT) NORTH OF THE I-64
 GV5923'INTERSECTION.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5923'STATION
 GV5923'BEARING             DISTANCE
 GV5923'RM 1    N35 44 12W       26.94 M (88.4 FT)
 GV5923'RM 2    S22 08 22W       18.68 M (61.3 FT)
 GV5923'RM 3    S41 20 58E      464.53 M (1524.0 FT)
 GV5923'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5923'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5923'1.  IT IS LOCATED 11.58 M (38.0 FT) NORTHEAST OF THE CENTER LINE OF
 GV5923'ROCHAMBEAU DRIVE, 5.94 M (19.5 FT) NORTH OF THE STAND OF MAIL AND
 GV5923'PAPER BOXES.
 GV5923'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5923'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5923'2.  IT IS LOCATED 9.14 M (30.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5923'ROCHAMBEAU DRIVE, 0.46 M (1.5 FT) NORTHEAST OF THE EDGE OF ASPHALT
 GV5923'PAVEMENT OF PIERCES PITT-COOKED-BAR-B-Q PARKING LOT.
 GV5923'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5923'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5923'3.  IT IS LOCATED AT THE SOUTH CORNER OF THE INTERSECTION OF ROUTES
 GV5923'F-137 (ROCHAMBEAU DRIVE) AND 786 (OAKTREE ROAD),  5.94 M (19.5 FT)
 GV5923'SOUTHWEST OF THE CENTER LINE OF ROUTE F-137, 10.21 M (33.5 FT)
 GV5923'SOUTHEAST OF THE CENTER LINE OF ROUTE 786.
 GV5923
 GV5923                          STATION RECOVERY (2005)
 GV5923
 GV5923'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV5923'N 37 20.365
 GV5923'W 078 43.032
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5924 ***********************************************************************
 GV5924  DESIGNATION -  013
 GV5924  PID         -  GV5924
 GV5924  STATE/COUNTY-  VA/YORK
 GV5924  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5924
 GV5924                         *CURRENT SURVEY CONTROL
 GV5924  ___________________________________________________________________
 GV5924* NAD 83(1993)-  37 21 22.71984(N)    076 44 11.13803(W)     ADJUSTED  
 GV5924* NAVD 88     -        35.8    (meters)     117.     (feet)  VERTCON   
 GV5924  ___________________________________________________________________
 GV5924  X           -   1,164,613.975 (meters)                     COMP
 GV5924  Y           -  -4,940,692.329 (meters)                     COMP
 GV5924  Z           -   3,848,900.392 (meters)                     COMP
 GV5924  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV5924  ELLIP HEIGHT-           0.64  (meters)          (06/04/02) GPS OBS
 GV5924  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV5924
 GV5924  HORZ ORDER  -  SECOND
 GV5924  ELLP ORDER  -  FOURTH    CLASS II
 GV5924
 GV5924.The horizontal coordinates were established by GPS observations
 GV5924.and adjusted by the National Geodetic Survey in September 1995..
 GV5924
 GV5924.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5924
 GV5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5924
 GV5924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5924
 GV5924.The ellipsoidal height was determined by GPS observations
 GV5924.and is referenced to NAD 83.
 GV5924
 GV5924.The geoid height was determined by GEOID03.
 GV5924
 GV5924;                    North         East     Units Scale Factor Converg.
 GV5924;SPC VA S     - 1,114,983.962 3,656,225.421   MT  0.99994542   +1 04 13.3
 GV5924;SPC VA S     - 3,658,076.55 11,995,466.24   sFT  0.99994542   +1 04 13.3
 GV5924;UTM  18      - 4,135,814.509   346,217.180   MT  0.99989132   -1 03 13.7
 GV5924
 GV5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5924!SPC VA S     -   0.99999990  x   0.99994542  =   0.99994532
 GV5924!UTM  18      -   0.99999990  x   0.99989132  =   0.99989122
 GV5924
 GV5924                          SUPERSEDED SURVEY CONTROL
 GV5924
 GV5924  ELLIP H (09/08/95)    0.88   (m)                       GP(       ) 4 2
 GV5924  NAD 83(1993)-  37 21 22.72069(N)    076 44 11.14437(W) AD(       ) 2
 GV5924  ELLIP H (11/14/94)    0.72   (m)                       GP(       ) 4 2
 GV5924  NAD 83(1986)-  37 21 22.72463(N)    076 44 11.16226(W) AD(       ) 2
 GV5924  NGVD 29 (12/05/90)   36.1    (m)          118.     (f) GPS OBS        
 GV5924
 GV5924.Superseded values are not recommended for survey control.
 GV5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5924.See file dsdata.txt to determine how the superseded data were derived.
 GV5924
 GV5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4621735815(NAD 83)
 GV5924_MARKER: DD = SURVEY DISK
 GV5924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5924_SP_SET: CONCRETE POST
 GV5924_STAMPING: STATION NO. 013
 GV5924_MARK LOGO: VA-199
 GV5924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5924+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5924
 GV5924  HISTORY     - Date     Condition        Report By
 GV5924  HISTORY     - 1988     MONUMENTED       BSC
 GV5924
 GV5924                          STATION DESCRIPTION
 GV5924
 GV5924'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5924'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5924'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5924'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5924'FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE JUNCTION WITH ROCHAMBEAU
 GV5924'DRIVE.  TURN RIGHT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A
 GV5924'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.5 KM (0.30 MI) TO THE
 GV5924'STATION ON THE LEFT.
 GV5924'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.20 M
 GV5924'(0.7 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.33 M
 GV5924'(17.5 FT) WEST OF THE CENTER LINE OF ROCHAMBEAU DRIVE, APPROXIMATELY
 GV5924'0.50 KM (0.30 MI) NORTH OF THE INTERSECTION OF LIGHTFOOT ROAD AND
 GV5924'ROCHAMBEAU DRIVE.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV5924'STATION
 GV5924'BEARING             DISTANCE
 GV5924'RM 1    N42 37 43W       39.81 M (130.6 FT)
 GV5924'RM 2    N44 30 47E       12.12 M (39.8 FT)
 GV5924'RM 3    S43 40 28E      223.54 M (733.4 FT)
 GV5924'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.20 M
 GV5924'(0.7 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5924'1.  IT IS LOCATED 5.03 M (16.5 FT) WEST OF THE CENTER LINE OF
 GV5924'ROCHAMBEAU DRIVE, NORTH OF STATION 013.
 GV5924'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5924'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5924'2.  IT IS LOCATED OPPOSITE STATION 013, 6.71 EAST OF THE CENTER LINE
 GV5924'OF ROCHAMBEAU DRIVE.
 GV5924'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5924'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5924'3.  IT IS LOCATED 5.94 M (19.5 FT) EAST OF THE CENTER LINE OF R0UTE
 GV5924'F-137 (ROCHAMBEAU DRIVE), 0.91 M (3.0 FT) NORTH OF THE TRAFFIC
 GV5924'DIRECTION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5925 ***********************************************************************
 GV5925  DESIGNATION -  014
 GV5925  PID         -  GV5925
 GV5925  STATE/COUNTY-  VA/YORK
 GV5925  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5925
 GV5925                         *CURRENT SURVEY CONTROL
 GV5925  ___________________________________________________________________
 GV5925* NAD 83(1993)-  37 20 49.50833(N)    076 44 31.76886(W)     ADJUSTED  
 GV5925* NAVD 88     -        36.7    (meters)     120.     (feet)  VERTCON   
 GV5925  ___________________________________________________________________
 GV5925  X           -   1,164,262.424 (meters)                     COMP
 GV5925  Y           -  -4,941,414.138 (meters)                     COMP
 GV5925  Z           -   3,848,087.044 (meters)                     COMP
 GV5925  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 GV5925  ELLIP HEIGHT-           1.56  (meters)          (06/04/02) GPS OBS
 GV5925  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV5925
 GV5925  HORZ ORDER  -  SECOND
 GV5925  ELLP ORDER  -  FOURTH    CLASS II
 GV5925
 GV5925.The horizontal coordinates were established by GPS observations
 GV5925.and adjusted by the National Geodetic Survey in September 1995..
 GV5925
 GV5925.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5925
 GV5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5925
 GV5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5925
 GV5925.The ellipsoidal height was determined by GPS observations
 GV5925.and is referenced to NAD 83.
 GV5925
 GV5925.The geoid height was determined by GEOID03.
 GV5925
 GV5925;                    North         East     Units Scale Factor Converg.
 GV5925;SPC VA S     - 1,113,950.851 3,655,736.883   MT  0.99994546   +1 04 00.8
 GV5925;SPC VA S     - 3,654,687.08 11,993,863.42   sFT  0.99994546   +1 04 00.8
 GV5925;UTM  18      - 4,134,800.268   345,690.715   MT  0.99989332   -1 03 25.5
 GV5925
 GV5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5925!SPC VA S     -   0.99999976  x   0.99994546  =   0.99994522
 GV5925!UTM  18      -   0.99999976  x   0.99989332  =   0.99989308
 GV5925
 GV5925                          SUPERSEDED SURVEY CONTROL
 GV5925
 GV5925  ELLIP H (09/08/95)    1.79   (m)                       GP(       ) 4 2
 GV5925  NAD 83(1993)-  37 20 49.50919(N)    076 44 31.77520(W) AD(       ) 2
 GV5925  ELLIP H (11/14/94)    1.62   (m)                       GP(       ) 4 2
 GV5925  NAD 83(1986)-  37 20 49.51326(N)    076 44 31.79308(W) AD(       ) 2
 GV5925  NGVD 29 (12/05/90)   37.0    (m)          121.     (f) GPS OBS        
 GV5925
 GV5925.Superseded values are not recommended for survey control.
 GV5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5925.See file dsdata.txt to determine how the superseded data were derived.
 GV5925
 GV5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4569134800(NAD 83)
 GV5925_MARKER: DD = SURVEY DISK
 GV5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5925_SP_SET: CONCRETE POST
 GV5925_STAMPING: STATION NO. 014
 GV5925_MARK LOGO: VA-199
 GV5925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5925+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5925
 GV5925  HISTORY     - Date     Condition        Report By
 GV5925  HISTORY     - 1988     MONUMENTED       BSC
 GV5925
 GV5925                          STATION DESCRIPTION
 GV5925
 GV5925'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5925'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5925'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5925'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5925'FOR APPROXIMATELY 1.2 KM (0.75 MI) TO THE STATION ON THE RIGHT.
 GV5925'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.15 M
 GV5925'(0.5 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5925'ENTRANCE TO THE TRAV-L-PARK CAMPGROUNDS OFF ROUTE 646 (LIGHTFOOT
 GV5925'ROAD), 6.46 M (21.2 FT) WEST OF THE CENTER LINE OF ROUTE 646, 16.15 M
 GV5925'(53.0 FT) NORTHEAST OF VIRGINIA POWER UTILITY POLE DJ-98.  LOCATION OF
 GV5925'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5925'BEARING             DISTANCE
 GV5925'RM 1    N53 50 53E       86.78 M (284.7 FT)
 GV5925'RM 2    S35 52 30E       11.57 M (38.0 FT)
 GV5925'RM 3    S53 18 30W      416.71 M (1367.2 FT)
 GV5925'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5925'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5925'1.  IT IS LOCATED 7.41 M (24.3 FT) NORTH OF THE CENTER LINE OF
 GV5925'LIGHTFOOT ROAD, 3.35 M (11.0 FT) SOUTHWEST OF VIRGINIA POWER UTILITY
 GV5925'POLE EK-30.
 GV5925'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5925'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5925'2.  IT IS LOCATED 4.88 M (16.0 FT) EAST OF THE CENTER LINE OF
 GV5925'LIGHTFOOT ROAD, OPPOSITE STATION 014.
 GV5925'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5925'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5925'3.  IT IS LOCATED SOUTHWEST OF STATION 014, 1.22 M (4.0 FT) WEST OF A
 GV5925'VIRGINIA POWER UTILITY POLE AND 11.89 M (39.0 FT) WEST OF THE CENTER
 GV5925'LINE OF LIGHTFOOT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5926 ***********************************************************************
 GV5926  CBN         -  This is a Cooperative Base Network Control Station.
 GV5926  DESIGNATION -  015
 GV5926  PID         -  GV5926
 GV5926  STATE/COUNTY-  VA/JAMES CITY
 GV5926  USGS QUAD   -  NORGE (1984)
 GV5926
 GV5926                         *CURRENT SURVEY CONTROL
 GV5926  ___________________________________________________________________
 GV5926* NAD 83(1993)-  37 20 24.10033(N)    076 45 14.66253(W)     ADJUSTED  
 GV5926* NAVD 88     -        37.7    (meters)     124.     (feet)  GPS OBS   
 GV5926  ___________________________________________________________________
 GV5926  X           -   1,163,343.883 (meters)                     COMP
 GV5926  Y           -  -4,942,119.507 (meters)                     COMP
 GV5926  Z           -   3,847,464.983 (meters)                     COMP
 GV5926  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 GV5926  ELLIP HEIGHT-           2.67  (meters)          (07/14/04) GPS OBS
 GV5926  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV5926
 GV5926  HORZ ORDER  -  A
 GV5926  ELLP ORDER  -  THIRD     CLASS II
 GV5926
 GV5926.The horizontal coordinates were established by GPS observations
 GV5926.and adjusted by the National Geodetic Survey in July 2004..
 GV5926
 GV5926.The orthometric height was determined by GPS observations and a
 GV5926.high-resolution geoid model.
 GV5926
 GV5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5926
 GV5926.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5926
 GV5926.The ellipsoidal height was determined by GPS observations
 GV5926.and is referenced to NAD 83.
 GV5926
 GV5926.The geoid height was determined by GEOID03.
 GV5926
 GV5926;                    North         East     Units Scale Factor Converg.
 GV5926;SPC VA S     - 1,113,148.137 3,654,695.882   MT  0.99994552   +1 03 34.7
 GV5926;SPC VA S     - 3,652,053.51 11,990,448.07   sFT  0.99994552   +1 03 34.7
 GV5926;UTM  18      - 4,134,036.724   344,620.734   MT  0.99989740   -1 03 50.9
 GV5926
 GV5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5926!SPC VA S     -   0.99999958  x   0.99994552  =   0.99994510
 GV5926!UTM  18      -   0.99999958  x   0.99989740  =   0.99989698
 GV5926
 GV5926                          SUPERSEDED SURVEY CONTROL
 GV5926
 GV5926  NAD 83(1993)-  37 20 24.10047(N)    076 45 14.66311(W) AD(       ) A
 GV5926  ELLIP H (08/14/01)    2.69   (m)                       GP(       ) 4 1
 GV5926  NAD 83(1993)-  37 20 24.10005(N)    076 45 14.66169(W) AD(       ) 2
 GV5926  ELLIP H (09/08/95)    2.91   (m)                       GP(       ) 4 2
 GV5926  NAD 83(1993)-  37 20 24.10092(N)    076 45 14.66805(W) AD(       ) 2
 GV5926  ELLIP H (11/14/94)    2.74   (m)                       GP(       ) 4 2
 GV5926  NAD 83(1986)-  37 20 24.10520(N)    076 45 14.68593(W) AD(       ) 2
 GV5926  NGVD 29 (12/05/90)   38.1    (m)          125.     (f) GPS OBS        
 GV5926
 GV5926.Superseded values are not recommended for survey control.
 GV5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5926.See file dsdata.txt to determine how the superseded data were derived.
 GV5926
 GV5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4462134037(NAD 83)
 GV5926_MARKER: DD = SURVEY DISK
 GV5926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5926_SP_SET: CONCRETE POST
 GV5926_STAMPING: STATION NO. 015
 GV5926_MARK LOGO: VA-199
 GV5926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5926+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 GV5926
 GV5926  HISTORY     - Date     Condition        Report By
 GV5926  HISTORY     - 1988     MONUMENTED       BSC
 GV5926  HISTORY     - 19971018 GOOD             USPSQD
 GV5926  HISTORY     - 20000303 GOOD             VADOT
 GV5926  HISTORY     - 20020222 GOOD             COMPA
 GV5926  HISTORY     - 20030717 GOOD             JCLS
 GV5926  HISTORY     - 20050517 GOOD             USPSQD
 GV5926
 GV5926                          STATION DESCRIPTION
 GV5926
 GV5926'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5926'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5926'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5926'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5926'FOR APPROXIMATELY 2.5 KM (1.55 MI) TO JUNCTION WITH U.S. ROUTE 60 AND
 GV5926'THE STATION ON THE LEFT JUST BEFORE THE JUNCTION.
 GV5926'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5926'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5926'NORTHEAST CORNER OF THE INTERSECTION OF ROUTES 646 (LIGHTFOOT ROAD)
 GV5926'AND 60 (RICHMOND ROAD), 11.43 M (37.5 FT) NORTHEAST OF THE CENTER LINE
 GV5926'OF  THE WESTBOUND LANES OF ROUTE 60, 25.91 M (85.0 FT) SOUTHEAST OF
 GV5926'THE CENTERLINE OF ROUTE 646.  LOCATION OF THE REFERENCE MARKS RELATIVE
 GV5926'TO THE MAIN STATION
 GV5926'BEARING             DISTANCE
 GV5926'RM 1    N25 18 04W       48.25 M (158.3 FT)
 GV5926'RM 2    S60 39 06W       23.79 M (78.1 FT)
 GV5926'RM 3    S35 37 37E      362.11 M (1188.0 FT)
 GV5926'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5926'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5926'1.  IT IS LOCATED 21.95 M (72.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV5926'LIGHTFOOT ROAD, 12.95 M (42.5 FT) SOUTHEAST OF VIRGINIA POWER UTILITY
 GV5926'POLE VE-37.
 GV5926'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5926'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5926'2.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND
 GV5926'WESTBOUND LANES OF ROUTE 60, 12.34 M (40.5 FT) SOUTHWEST OF THE CENTER
 GV5926'LINE OF THE WESTBOUND LANES, 14.02 M (46.0 FT) NORTHEAST OF THE CENTER
 GV5926'LINE OF THE EASTBOUND LANES, 27.13 M (89.0 FT) SOUTH OF THE EDGE OF
 GV5926'THE PAVEMENT AT THE NORTH END OF THE MEDIAN.
 GV5926'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5926'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5926'3.  IT IS LOCATED, 128.17 M (420.5 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5926'THE EASTBOUND LANES OF ROUTE 60, 3.81 M (12.5 FT) SOUTHEAST OF A RED
 GV5926'FIRE HYDRANT.
 GV5926
 GV5926                          STATION RECOVERY (1997)
 GV5926
 GV5926'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5926'RECOVERED IN GOOD CONDITION.
 GV5926
 GV5926                          STATION RECOVERY (2000)
 GV5926
 GV5926'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (EN)
 GV5926'RECOVERED AS DESCRIBED.
 GV5926
 GV5926                          STATION RECOVERY (2002)
 GV5926
 GV5926'RECOVERY NOTE BY COMPASSCOM INC 2002 (RL)
 GV5926'RECOVERED IN GOOD CONDITION.
 GV5926
 GV5926                          STATION RECOVERY (2003)
 GV5926
 GV5926'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 GV5926'RECOVERED IN GOOD CONDITION.
 GV5926
 GV5926                          STATION RECOVERY (2005)
 GV5926
 GV5926'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV5926'N 37 20.401
 GV5926'W 076 45.244
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5927 ***********************************************************************
 GV5927  DESIGNATION -  016
 GV5927  PID         -  GV5927
 GV5927  STATE/COUNTY-  VA/JAMES CITY
 GV5927  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5927
 GV5927                         *CURRENT SURVEY CONTROL
 GV5927  ___________________________________________________________________
 GV5927* NAD 83(1993)-  37 19 41.75376(N)    076 44 28.63821(W)     ADJUSTED  
 GV5927* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 GV5927  ___________________________________________________________________
 GV5927  X           -   1,164,626.064 (meters)                     COMP
 GV5927  Y           -  -4,942,621.442 (meters)                     COMP
 GV5927  Z           -   3,846,419.920 (meters)                     COMP
 GV5927  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GV5927  ELLIP HEIGHT-          -8.95  (meters)          (06/04/02) GPS OBS
 GV5927  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 GV5927
 GV5927  HORZ ORDER  -  SECOND
 GV5927  ELLP ORDER  -  FOURTH    CLASS II
 GV5927
 GV5927.The horizontal coordinates were established by GPS observations
 GV5927.and adjusted by the National Geodetic Survey in September 1995..
 GV5927
 GV5927.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5927
 GV5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5927
 GV5927.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5927
 GV5927.The ellipsoidal height was determined by GPS observations
 GV5927.and is referenced to NAD 83.
 GV5927
 GV5927.The geoid height was determined by GEOID03.
 GV5927
 GV5927;                    North         East     Units Scale Factor Converg.
 GV5927;SPC VA S     - 1,111,863.965 3,655,852.828   MT  0.99994563   +1 04 02.7
 GV5927;SPC VA S     - 3,647,840.36 11,994,243.82   sFT  0.99994563   +1 04 02.7
 GV5927;UTM  18      - 4,132,710.628   345,729.244   MT  0.99989317   -1 03 21.9
 GV5927
 GV5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5927!SPC VA S     -   1.00000140  x   0.99994563  =   0.99994703
 GV5927!UTM  18      -   1.00000140  x   0.99989317  =   0.99989457
 GV5927
 GV5927                          SUPERSEDED SURVEY CONTROL
 GV5927
 GV5927  ELLIP H (09/08/95)   -8.72   (m)                       GP(       ) 4 2
 GV5927  NAD 83(1993)-  37 19 41.75465(N)    076 44 28.64461(W) AD(       ) 2
 GV5927  ELLIP H (11/14/94)   -8.89   (m)                       GP(       ) 4 2
 GV5927  NAD 83(1986)-  37 19 41.75910(N)    076 44 28.66258(W) AD(       ) 2
 GV5927  NGVD 29 (12/05/90)   26.5    (m)           87.     (f) GPS OBS        
 GV5927
 GV5927.Superseded values are not recommended for survey control.
 GV5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5927.See file dsdata.txt to determine how the superseded data were derived.
 GV5927
 GV5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4572932711(NAD 83)
 GV5927_MARKER: DD = SURVEY DISK
 GV5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5927_SP_SET: CONCRETE POST
 GV5927_STAMPING: STATION NO. 016
 GV5927_MARK LOGO: VA-199
 GV5927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5927+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5927
 GV5927  HISTORY     - Date     Condition        Report By
 GV5927  HISTORY     - 1988     MONUMENTED       BSC
 GV5927  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV5927
 GV5927                          STATION DESCRIPTION
 GV5927
 GV5927'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5927'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5927'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5927'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5927'FOR APPROXIMATELY 2.5 KM (1.55 MI) TO JUNCTION WITH U.S. ROUTE 60.
 GV5927'TURN LEFT ONTO U.S. ROUTE 60 AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5927'FOR 1.8 KM (1.10 MI) TO THE STATION IN THE MEDIAN DIRECTLY OPPOSITE
 GV5927'THE JUNCTION WITH NEIGHBOURS DRIVE.
 GV5927'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.15 M
 GV5927'(0.5 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV5927'MEDIAN BETWEEN THE EASTBOUND AND WESTBOUND LANES OF ROUTE 60 AT THE
 GV5927'INTERSECTION WITH NEIGHBOURS DRIVE,  14.33 M (47.0 FT) NORTHEAST OF
 GV5927'THE CENTERLINE OF THE EASTBOUND LANES AND 11.58 M (38.0 FT) SOUTHWEST
 GV5927'OF THE CENTER LINE OF THE WESTBOUND LANES, ON THE CENTER LINE
 GV5927'(PROJECTED) OF NEIGHBOURS DRIVE.  LOCATION OF THE REFERENCE MARKS
 GV5927'RELATIVE TO THE MAIN STATION
 GV5927'BEARING             DISTANCE
 GV5927'RM 1    N81 40 54W       38.14 M (125.1 FT)
 GV5927'RM 2    N11 52 00E       30.96 M (101.6 FT)
 GV5927'RM 3    S35 09 20E      698.63 M (2292.1 FT)
 GV5927'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5927'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5927'1.  IT IS LOCATED 11.89 M (39.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5927'THE EASTBOUND LANES OF ROUTE 60, 2.13 M (7.0 FT) NORTH OF VIRGINIA
 GV5927'POWER UTILITY POLE EL-45.
 GV5927'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5927'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5927'2.  IT IS LOCATED 11.89 M (39.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV5927'THE WEST BOUND LANES OF ROUTE 60, 18.75 M (61.5 FT) NORTHWEST OF THE
 GV5927'NEAREST TELEGRAPH POLE TO THE SOUTH.
 GV5927'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5927'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5927'3.  IT IS LOCATED, 11.13 M (36.5 FT) SOUTH OF THE CENTER LINE OF THE
 GV5927'WESTBOUND LANES OF ROUTE 60, 7.62 M (25.0 FT) NORTH OF THE CENTER LINE
 GV5927'(PROJECTED) OF THE GRAVEL DRIVEWAY AT 5801 RICHMOND ROAD.
 GV5927
 GV5927                          STATION RECOVERY (1998)
 GV5927
 GV5927'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5928 ***********************************************************************
 GV5928  DESIGNATION -  017
 GV5928  PID         -  GV5928
 GV5928  STATE/COUNTY-  VA/JAMES CITY
 GV5928  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5928
 GV5928                         *CURRENT SURVEY CONTROL
 GV5928  ___________________________________________________________________
 GV5928* NAD 83(1993)-  37 19 08.46313(N)    076 44 06.30179(W)     ADJUSTED  
 GV5928* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 GV5928  ___________________________________________________________________
 GV5928  X           -   1,165,305.057 (meters)                     COMP
 GV5928  Y           -  -4,943,105.126 (meters)                     COMP
 GV5928  Z           -   3,845,607.037 (meters)                     COMP
 GV5928  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GV5928  ELLIP HEIGHT-          -3.57  (meters)          (06/04/02) GPS OBS
 GV5928  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV5928
 GV5928  HORZ ORDER  -  SECOND
 GV5928  ELLP ORDER  -  FOURTH    CLASS II
 GV5928
 GV5928.The horizontal coordinates were established by GPS observations
 GV5928.and adjusted by the National Geodetic Survey in September 1995..
 GV5928
 GV5928.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5928
 GV5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5928
 GV5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5928
 GV5928.The ellipsoidal height was determined by GPS observations
 GV5928.and is referenced to NAD 83.
 GV5928
 GV5928.The geoid height was determined by GEOID03.
 GV5928
 GV5928;                    North         East     Units Scale Factor Converg.
 GV5928;SPC VA S     - 1,110,848.151 3,656,421.783   MT  0.99994576   +1 04 16.2
 GV5928;SPC VA S     - 3,644,507.64 11,996,110.47   sFT  0.99994576   +1 04 16.2
 GV5928;UTM  18      - 4,131,674.486   346,260.142   MT  0.99989116   -1 03 07.6
 GV5928
 GV5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5928!SPC VA S     -   1.00000056  x   0.99994576  =   0.99994632
 GV5928!UTM  18      -   1.00000056  x   0.99989116  =   0.99989172
 GV5928
 GV5928|---------------------------------------------------------------------|
 GV5928| PID    Reference Object                     Distance      Geod. Az  |
 GV5928|                                                           dddmmss.s |
 GV5928| GV6132 323 RM 3 AZ MK                      360.227 METERS 16103     |
 GV5928|---------------------------------------------------------------------|
 GV5928
 GV5928                          SUPERSEDED SURVEY CONTROL
 GV5928
 GV5928  ELLIP H (09/08/95)   -3.35   (m)                       GP(       ) 4 2
 GV5928  NAD 83(1993)-  37 19 08.46404(N)    076 44 06.30822(W) AD(       ) 2
 GV5928  ELLIP H (11/14/94)   -3.51   (m)                       GP(       ) 4 2
 GV5928  NAD 83(1986)-  37 19 08.46869(N)    076 44 06.32629(W) AD(       ) 2
 GV5928  NGVD 29 (12/05/90)   32.0    (m)          105.     (f) GPS OBS        
 GV5928
 GV5928.Superseded values are not recommended for survey control.
 GV5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5928.See file dsdata.txt to determine how the superseded data were derived.
 GV5928
 GV5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4626031674(NAD 83)
 GV5928_MARKER: DD = SURVEY DISK
 GV5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5928_SP_SET: CONCRETE POST
 GV5928_STAMPING: STATION NO. 017
 GV5928_MARK LOGO: VA-199
 GV5928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5928+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 GV5928
 GV5928  HISTORY     - Date     Condition        Report By
 GV5928  HISTORY     - 1988     MONUMENTED       BSC
 GV5928  HISTORY     - 19900628 GOOD             MSI
 GV5928  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV5928
 GV5928                          STATION DESCRIPTION
 GV5928
 GV5928'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5928'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5928'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5928'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5928'FOR APPROXIMATELY 2.5 KM (1.55 MI) TO JUNCTION WITH U.S. ROUTE 60.
 GV5928'TURN LEFT ONTO U.S. ROUTE 60 AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5928'FOR 2.8 KM (1.75 MI) TO THE STATION IN THE MEDIAN JUST AFTER THE
 GV5928'ENTRANCE TO BERKLEY COMMONS OUTLET CENTER.
 GV5928'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5928'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV5928'MEDIAN BETWEEN THE EASTBOUND AND WESTBOUND LANES OF ROUTE 60, 8.69 M
 GV5928'(28.5 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES AND 17.53
 GV5928'M (57.5 FT) SOUTHWEST OF THE CENTER LINE OF THE WESTBOUND LANES, 2.90
 GV5928'M (9.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT AT THE NORTH END OF THE
 GV5928'MEDIAN. LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5928'BEARING             DISTANCE
 GV5928'RM 1    S03 20 58W       56.53 M (185.5 FT)
 GV5928'RM 2    S55 05 42E       48.17 M (158.0 FT)
 GV5928'STATION 018    S20 15 56E      750.26 M (2461.5 FT)
 GV5928'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5928'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5928'1.  IT IS LOCATED 14.02 M (46.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5928'THE EASTBOUND LANES OF ROUTE 60, 4.42 M (14.5 FT) SOUTH OF VIRGINIA
 GV5928'POWER UTILITY POLE M-24.
 GV5928'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5928'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5928'2.  IT IS LOCATED 9.91 M (32.5 FT) EAST OF THE CENTER LINE OF THE WEST
 GV5928'BOUND LANES OF ROUTE 60, 4.88 M (16.0 FT) NORTHWEST OF THE NEAREST
 GV5928'TELEGRAPH POLE TO THE SOUTH.
 GV5928
 GV5928                          STATION RECOVERY (1990)
 GV5928
 GV5928'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV5928'RECOVERED IN GOOD CONDITION.
 GV5928
 GV5928                          STATION RECOVERY (1998)
 GV5928
 GV5928'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5929 ***********************************************************************
 GV5929  DESIGNATION -  018
 GV5929  PID         -  GV5929
 GV5929  STATE/COUNTY-  VA/JAMES CITY
 GV5929  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5929
 GV5929                         *CURRENT SURVEY CONTROL
 GV5929  ___________________________________________________________________
 GV5929* NAD 83(1993)-  37 18 45.47821(N)    076 43 56.28386(W)     ADJUSTED  
 GV5929* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 GV5929  ___________________________________________________________________
 GV5929  X           -   1,165,643.738 (meters)                     COMP
 GV5929  Y           -  -4,943,466.700 (meters)                     COMP
 GV5929  Z           -   3,845,043.553 (meters)                     COMP
 GV5929  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV5929  ELLIP HEIGHT-          -3.46  (meters)          (06/04/02) GPS OBS
 GV5929  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 GV5929
 GV5929  HORZ ORDER  -  SECOND
 GV5929  ELLP ORDER  -  FOURTH    CLASS II
 GV5929
 GV5929.The horizontal coordinates were established by GPS observations
 GV5929.and adjusted by the National Geodetic Survey in September 1995..
 GV5929
 GV5929.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5929
 GV5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5929
 GV5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5929
 GV5929.The ellipsoidal height was determined by GPS observations
 GV5929.and is referenced to NAD 83.
 GV5929
 GV5929.The geoid height was determined by GEOID03.
 GV5929
 GV5929;                    North         East     Units Scale Factor Converg.
 GV5929;SPC VA S     - 1,110,144.331 3,656,681.653   MT  0.99994586   +1 04 22.3
 GV5929;SPC VA S     - 3,642,198.53 11,996,963.06   sFT  0.99994586   +1 04 22.3
 GV5929;UTM  18      - 4,130,961.561   346,493.745   MT  0.99989027   -1 03 00.9
 GV5929
 GV5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5929!SPC VA S     -   1.00000054  x   0.99994586  =   0.99994640
 GV5929!UTM  18      -   1.00000054  x   0.99989027  =   0.99989081
 GV5929
 GV5929                          SUPERSEDED SURVEY CONTROL
 GV5929
 GV5929  ELLIP H (09/08/95)   -3.23   (m)                       GP(       ) 4 2
 GV5929  NAD 83(1993)-  37 18 45.47913(N)    076 43 56.29029(W) AD(       ) 2
 GV5929  ELLIP H (11/14/94)   -3.40   (m)                       GP(       ) 4 2
 GV5929  NAD 83(1986)-  37 18 45.48376(N)    076 43 56.30835(W) AD(       ) 2
 GV5929  NGVD 29 (12/05/90)   32.1    (m)          105.     (f) GPS OBS        
 GV5929
 GV5929.Superseded values are not recommended for survey control.
 GV5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5929.See file dsdata.txt to determine how the superseded data were derived.
 GV5929
 GV5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4649430962(NAD 83)
 GV5929_MARKER: DD = SURVEY DISK
 GV5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5929_SP_SET: CONCRETE POST
 GV5929_STAMPING: STATION NO. 018
 GV5929_MARK LOGO: VA-199
 GV5929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5929+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5929
 GV5929  HISTORY     - Date     Condition        Report By
 GV5929  HISTORY     - 1988     MONUMENTED       BSC
 GV5929  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV5929
 GV5929                          STATION DESCRIPTION
 GV5929
 GV5929'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5929'THIS STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV5929'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5929'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5929'FOR APPROXIMATELY 2.5 KM (1.55 MI) TO JUNCTION WITH U.S. ROUTE 60.
 GV5929'TURN LEFT ONTO U.S. ROUTE 60 AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5929'FOR 3.7 KM (2.30 MI) TO THE STATION IN THE MEDIAN JUST AFTER THE
 GV5929'JUNCTION WITH ROUTE 645 (AIRPORT ROAD).
 GV5929'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5929'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV5929'MEDIAN BETWEEN THE EASTBOUND AND WESTBOUND LANES OF ROUTE 60, AT THE
 GV5929'INTERSECTION WITH ROUTE 645, 7.01 M (23.0 FT) NORTHEAST OF THE
 GV5929'CENTERLINE OF THE EASTBOUND LANES AND 12.04 M (39.5 FT) SOUTH OF THE
 GV5929'CENTER LINE (PROJECTED) OF ROUTE 645. LOCATION OF THE REFERENCE MARKS
 GV5929'RELATIVE TO THE MAIN STATION
 GV5929'BEARING             DISTANCE
 GV5929'RM 1    N46 23 47W       33.76 M (110.8 FT)
 GV5929'RM 2    N44 03 15E       33.92 M (111.3 FT)
 GV5929'RM 3    S19 43 12E     1233.61 M (4047.3 FT)
 GV5929'STATION 017    N20 15 56W      750.26 M (2461.5 FT)
 GV5929'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5929'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5929'1.  IT IS LOCATED 7.92 M (26.0 FT) WEST OF THE CENTER LINE OF THE
 GV5929'EASTBOUND LANES OF ROUTE 60, 1.98 M (6.5 FT) SOUTHEAST OF A FLAG POLE.
 GV5929'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5929'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5929'2.  IT IS LOCATED 10.82 M (35.5 FT) NORTH OF THE CENTER LINE OF THE
 GV5929'WEST BOUND LANES OF ROUTE 60, 9.45 M (31.0 FT) WEST OF THE CENTER LINE
 GV5929'OF ROUTE 645.
 GV5929'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5929'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5929'3.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND
 GV5929'WESTBOUND LANES OF ROUTE 60, 5.03 M (16.5 FT) SOUTH OF THE CENTER LINE
 GV5929'OF THE WESTBOUND LANE, 5.94 M (19.5 FT)  NORTH OF THE CENTER LINE OF
 GV5929'THE EASTBOUND LANE, 2.44 M (8.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV5929'AT THE SOUTH END OF THE GRASS MEDIAN.
 GV5929
 GV5929                          STATION RECOVERY (1998)
 GV5929
 GV5929'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5930 ***********************************************************************
 GV5930  DESIGNATION -  019
 GV5930  PID         -  GV5930
 GV5930  STATE/COUNTY-  VA/YORK
 GV5930  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5930
 GV5930                         *CURRENT SURVEY CONTROL
 GV5930  ___________________________________________________________________
 GV5930* NAD 83(1993)-  37 18 53.59325(N)    076 43 00.06413(W)     ADJUSTED  
 GV5930* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 GV5930  ___________________________________________________________________
 GV5930  X           -   1,166,955.034 (meters)                     COMP
 GV5930  Y           -  -4,942,996.081 (meters)                     COMP
 GV5930  Z           -   3,845,238.506 (meters)                     COMP
 GV5930  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GV5930  ELLIP HEIGHT-         -10.09  (meters)          (06/04/02) GPS OBS
 GV5930  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV5930
 GV5930  HORZ ORDER  -  SECOND
 GV5930  ELLP ORDER  -  FOURTH    CLASS II
 GV5930
 GV5930.The horizontal coordinates were established by GPS observations
 GV5930.and adjusted by the National Geodetic Survey in September 1995..
 GV5930
 GV5930.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5930
 GV5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5930
 GV5930.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5930
 GV5930.The ellipsoidal height was determined by GPS observations
 GV5930.and is referenced to NAD 83.
 GV5930
 GV5930.The geoid height was determined by GEOID03.
 GV5930
 GV5930;                    North         East     Units Scale Factor Converg.
 GV5930;SPC VA S     - 1,110,420.483 3,658,060.955   MT  0.99994582   +1 04 56.4
 GV5930;SPC VA S     - 3,643,104.53 12,001,488.32   sFT  0.99994582   +1 04 56.4
 GV5930;UTM  18      - 4,131,186.410   347,882.250   MT  0.99988504   -1 02 27.0
 GV5930
 GV5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5930!SPC VA S     -   1.00000158  x   0.99994582  =   0.99994740
 GV5930!UTM  18      -   1.00000158  x   0.99988504  =   0.99988662
 GV5930
 GV5930                          SUPERSEDED SURVEY CONTROL
 GV5930
 GV5930  ELLIP H (09/08/95)   -9.87   (m)                       GP(       ) 4 2
 GV5930  NAD 83(1993)-  37 18 53.59421(N)    076 43 00.07067(W) AD(       ) 2
 GV5930  ELLIP H (11/14/94)  -10.03   (m)                       GP(       ) 4 2
 GV5930  NAD 83(1986)-  37 18 53.59893(N)    076 43 00.08893(W) AD(       ) 2
 GV5930  NGVD 29 (12/05/90)   25.5    (m)           84.     (f) GPS OBS        
 GV5930
 GV5930.Superseded values are not recommended for survey control.
 GV5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5930.See file dsdata.txt to determine how the superseded data were derived.
 GV5930
 GV5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4788231186(NAD 83)
 GV5930_MARKER: DD = SURVEY DISK
 GV5930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5930_SP_SET: CONCRETE POST
 GV5930_STAMPING: STATION NO. 019
 GV5930_MARK LOGO: VA-199
 GV5930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5930+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5930
 GV5930  HISTORY     - Date     Condition        Report By
 GV5930  HISTORY     - 1988     MONUMENTED       BSC
 GV5930
 GV5930                          STATION DESCRIPTION
 GV5930
 GV5930'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5930'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5930'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 646
 GV5930'(LIGHTFOOT ROAD), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 646
 GV5930'FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE INTERSECTION WITH
 GV5930'ROCHAMBEAU DRIVE.   TURN LEFT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A
 GV5930'SOUTHEASTERLY DIRECTION FOR 5.1 KM (3.15 MI) TO THE JUNCTION WITH
 GV5930'ROUTE 645 (AIRPORT ROAD).  TURN RIGHT ONTO ROUTE 645 AND PROCEED IN A
 GV5930'SOUTHWESTERLY DIRECTION FOR APPROXIMATELY 1.7 KM (1.05 MI) TO THE
 GV5930'STATION ON THE RIGHT ON AN ISLAND FORMED BY A GRAVEL DRIVEWAY AND
 GV5930'ROUTE 645.
 GV5930'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5930'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.94 M
 GV5930'(19.5 FT) NORTHWEST OF THE CENTER LINE OF ROUTE 645 AND 1.22 M
 GV5930'(4.0 FT) NORTH OF THE EDGE OF A CONCRETE CULVERT PIPE.  LOCATION OF
 GV5930'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5930'BEARING             DISTANCE
 GV5930'RM 1    S67 31 22W       61.96 M (203.3 FT)
 GV5930'RM 2    S62 19 24E       15.23 M (50.0 FT)
 GV5930'RM 3    S72 45 34W      150.43 M (493.5 FT)
 GV5930'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5930'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5930'1.  IT IS LOCATED 10.21 M (33.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5930'ROUTE 645,  7.92 M (26.0 FT) EAST OF THE CENTER LINE OF THE ASPHALT
 GV5930'PRIVATE ENTRANCE ROAD.
 GV5930'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5930'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5930'2.  IT IS LOCATED 5.03 M (16.5 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5930'ROUTE 645, 6.71 M (22.0 FT)  WEST OF THE CENTER LINE OF THE GRAVEL
 GV5930'DRIVEWAY AT 425 AIRPORT ROAD.
 GV5930'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5930'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5930'3.  IT IS LOCATED 5.18 M (17.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV5930'ROUTE 645, APPROXIMATELY 4.57 M (15.0 FT) EAST OF THE EDGE OF A
 GV5930'CULTIVATED FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5931 ***********************************************************************
 GV5931  DESIGNATION -  020
 GV5931  PID         -  GV5931
 GV5931  STATE/COUNTY-  VA/YORK
 GV5931  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5931
 GV5931                         *CURRENT SURVEY CONTROL
 GV5931  ___________________________________________________________________
 GV5931* NAD 83(1993)-  37 18 44.24324(N)    076 41 31.45447(W)     ADJUSTED  
 GV5931* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 GV5931  ___________________________________________________________________
 GV5931  X           -   1,169,118.022 (meters)                     COMP
 GV5931  Y           -  -4,942,661.833 (meters)                     COMP
 GV5931  Z           -   3,845,007.283 (meters)                     COMP
 GV5931  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 GV5931  ELLIP HEIGHT-         -13.34  (meters)          (06/04/02) GPS OBS
 GV5931  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV5931
 GV5931  HORZ ORDER  -  SECOND
 GV5931  ELLP ORDER  -  FOURTH    CLASS II
 GV5931
 GV5931.The horizontal coordinates were established by GPS observations
 GV5931.and adjusted by the National Geodetic Survey in September 1995..
 GV5931
 GV5931.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5931
 GV5931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5931
 GV5931.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5931
 GV5931.The ellipsoidal height was determined by GPS observations
 GV5931.and is referenced to NAD 83.
 GV5931
 GV5931.The geoid height was determined by GEOID03.
 GV5931
 GV5931;                    North         East     Units Scale Factor Converg.
 GV5931;SPC VA S     - 1,110,173.798 3,660,247.809   MT  0.99994586   +1 05 50.2
 GV5931;SPC VA S     - 3,642,295.20 12,008,663.02   sFT  0.99994586   +1 05 50.2
 GV5931;UTM  18      - 4,130,858.898   350,058.323   MT  0.99987695   -1 01 33.1
 GV5931
 GV5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5931!SPC VA S     -   1.00000209  x   0.99994586  =   0.99994795
 GV5931!UTM  18      -   1.00000209  x   0.99987695  =   0.99987904
 GV5931
 GV5931                          SUPERSEDED SURVEY CONTROL
 GV5931
 GV5931  ELLIP H (09/08/95)  -13.11   (m)                       GP(       ) 4 2
 GV5931  NAD 83(1993)-  37 18 44.24427(N)    076 41 31.46115(W) AD(       ) 2
 GV5931  ELLIP H (11/14/94)  -13.27   (m)                       GP(       ) 4 2
 GV5931  NAD 83(1986)-  37 18 44.24915(N)    076 41 31.47978(W) AD(       ) 2
 GV5931  NGVD 29 (12/05/90)   22.4    (m)           73.     (f) GPS OBS        
 GV5931
 GV5931.Superseded values are not recommended for survey control.
 GV5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5931.See file dsdata.txt to determine how the superseded data were derived.
 GV5931
 GV5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5005830859(NAD 83)
 GV5931_MARKER: DD = SURVEY DISK
 GV5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5931_SP_SET: CONCRETE POST
 GV5931_STAMPING: STATION NO. 020
 GV5931_MARK LOGO: VA-199
 GV5931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5931+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5931
 GV5931  HISTORY     - Date     Condition        Report By
 GV5931  HISTORY     - 1988     MONUMENTED       BSC
 GV5931
 GV5931                          STATION DESCRIPTION
 GV5931
 GV5931'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5931'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5931'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 143
 GV5931'(MERRIMAC TRAIL), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG ROUTE 143
 GV5931'FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE INTERSECTION WITH
 GV5931'ROCHAMBEAU DRIVE.   TURN RIGHT ONTO ROCHAMBEAU DRIVE AND PROCEED IN A
 GV5931'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 1.0 KM (0.60 MI) TO THE
 GV5931'ENTRANCE TO BRUTON HIGH SCHOOL.  ENTER THE DRIVEWAY AND PROCEED TO THE
 GV5931'NORTHEAST CORNER OF THE PARKING LOT AND THE STATION.
 GV5931'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5931'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV5931'MEDIAN BETWEEN THE ENTRANCE ROAD AND THE PARKING LOT,  9.75 M
 GV5931'(32.0 FT) SOUTHWEST OF THE CENTER LINE OF THE MAIN ENTRANCE ROAD, 0.61
 GV5931'M (2.0 FT) NORTH OF A CONCRETE PLATFORM FOR A LIGHT POLE.  LOCATION OF
 GV5931'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5931'BEARING             DISTANCE
 GV5931'RM 1    N57 58 12E       20.24 M (66.4 FT)
 GV5931'RM 2    N32 30 55W       51.33 M (168.4 FT)
 GV5931'RM 3    S35 00 57W      335.65 M (1101.2 FT)
 GV5931'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5931'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5931'1.  IT IS LOCATED ADJACENT TO THE MAIN ENTRANCE TO BRUTON HIGH SCHOOL,
 GV5931'10.45 M (34.3 FT) NORTHEAST OF THE CENTER LINE OF THE MAIN ENTRANCE
 GV5931'ROAD, OPPOSITE STATION 020.
 GV5931'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5931'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5931'2.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE MAIN ENTRANCE ROAD
 GV5931'AND THE PARKING LOT OF BRUTON HIGH SCHOOL, 10.24 M (33.6 FT)
 GV5931'SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 11.13 M (36.5 FT) )
 GV5931'NORTH OF A CONCRETE PLATFORM FOR A LIGHT POLE.
 GV5931'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5931'(0.5 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5931'3.  IT IS LOCATED AT THE FORK IN THE DIRT ROAD, AT THE REAR OF THE
 GV5931'FIELDA ADJACENT TO BRUTON HIGH SCHOOL, 2.74 M (9.0 FT) SOUTHEAST OF
 GV5931'THE WEST FORK ROAD AND 4.88 M (16.0 FT) NORTHWEST OF THE SOUTHWEST
 GV5931'FORK ROAD, 8.53 M (28.0 FT) SOUTH OF THE SOUTHERN POINT OF THE FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5932 ***********************************************************************
 GV5932  DESIGNATION -  021
 GV5932  PID         -  GV5932
 GV5932  STATE/COUNTY-  VA/YORK
 GV5932  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5932
 GV5932                         *CURRENT SURVEY CONTROL
 GV5932  ___________________________________________________________________
 GV5932* NAD 83(1993)-  37 18 16.36064(N)    076 40 58.32757(W)     ADJUSTED  
 GV5932* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 GV5932  ___________________________________________________________________
 GV5932  X           -   1,170,032.602 (meters)                     COMP
 GV5932  Y           -  -4,942,984.282 (meters)                     COMP
 GV5932  Z           -   3,844,326.160 (meters)                     COMP
 GV5932  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GV5932  ELLIP HEIGHT-          -9.09  (meters)          (06/04/02) GPS OBS
 GV5932  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 GV5932
 GV5932  HORZ ORDER  -  SECOND
 GV5932  ELLP ORDER  -  FOURTH    CLASS II
 GV5932
 GV5932.The horizontal coordinates were established by GPS observations
 GV5932.and adjusted by the National Geodetic Survey in September 1995..
 GV5932
 GV5932.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5932
 GV5932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5932
 GV5932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5932
 GV5932.The ellipsoidal height was determined by GPS observations
 GV5932.and is referenced to NAD 83.
 GV5932
 GV5932.The geoid height was determined by GEOID03.
 GV5932
 GV5932;                    North         East     Units Scale Factor Converg.
 GV5932;SPC VA S     - 1,109,330.078 3,661,079.874   MT  0.99994600   +1 06 10.3
 GV5932;SPC VA S     - 3,639,527.10 12,011,392.89   sFT  0.99994600   +1 06 10.3
 GV5932;UTM  18      - 4,129,984.995   350,858.505   MT  0.99987400   -1 01 12.3
 GV5932
 GV5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5932!SPC VA S     -   1.00000143  x   0.99994600  =   0.99994743
 GV5932!UTM  18      -   1.00000143  x   0.99987400  =   0.99987543
 GV5932
 GV5932                          SUPERSEDED SURVEY CONTROL
 GV5932
 GV5932  ELLIP H (09/08/95)   -8.87   (m)                       GP(       ) 4 2
 GV5932  NAD 83(1993)-  37 18 16.36170(N)    076 40 58.33433(W) AD(       ) 2
 GV5932  ELLIP H (11/14/94)   -9.03   (m)                       GP(       ) 4 2
 GV5932  NAD 83(1986)-  37 18 16.36667(N)    076 40 58.35308(W) AD(       ) 2
 GV5932  NGVD 29 (12/05/90)   26.6    (m)           87.     (f) GPS OBS        
 GV5932
 GV5932.Superseded values are not recommended for survey control.
 GV5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5932.See file dsdata.txt to determine how the superseded data were derived.
 GV5932
 GV5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5085929985(NAD 83)
 GV5932_MARKER: DD = SURVEY DISK
 GV5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5932_SP_SET: CONCRETE POST
 GV5932_STAMPING: STATION NO. 021
 GV5932_MARK LOGO: VA-199
 GV5932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5932+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV5932
 GV5932  HISTORY     - Date     Condition        Report By
 GV5932  HISTORY     - 1988     MONUMENTED       BSC
 GV5932  HISTORY     - 20030206 GOOD             USPSQD
 GV5932
 GV5932                          STATION DESCRIPTION
 GV5932
 GV5932'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5932'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5932'STATION FROM THE CENTER OF THE BRIDGE AT THE INTERSECTION OF I-64 AND
 GV5932'ROUTE 143 (MERRIMAC TRAIL), PROCEED IN A NORTHEASTERLY DIRECTION ALONG
 GV5932'ROUTE 143 FOR APPROXIMATELY 0.10 KM (0.05 MI) TO THE STATION ON THE
 GV5932'RIGHT JUST AFTER THE RAMP LEADING TO THE WESTBOUND LANE OF I-64.
 GV5932'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5932'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED ADJACENT TO THE NORTH
 GV5932'LOCATION OF THE ROUTE 143 AT THE ENTRANCE RAMP TO THE WESTBOUND LANES
 GV5932'OF I-64, 1.52 M (5.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE
 GV5932'143.  THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5932'BEARING             DISTANCE
 GV5932'RM 1    N36 21 24E       46.66 M (153.1 FT)
 GV5932'RM 2    N58 47 10W       21.70 M (71.2 FT)
 GV5932'RM 3    S41 58 52W      189.88 M (623.0 FT)
 GV5932'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5932'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5932'1.  IT IS LOCATED 12.5 M (41.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5932'ROUTE 143, 8.69 M (28.5 FT) SOUTHWEST OF THE CENTER LINE OF THE EXIT
 GV5932'RAMP FROM THE WESTBOUND LANE S OF I-64.
 GV5932'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.18 M
 GV5932'(0.6 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5932'2.  IT IS LOCATED 1.22 M (4.0 FT) NORTHWEST OF THE EDGE OF THE
 GV5932'PAVEMENT OF ROUTE 143 OPPOSITE STATION 021.
 GV5932'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5932'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5932'3.  IT IS LOCATED 1.43 M (4.7 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV5932'ROUTE 143, 0.46 M (1.5 FT) NORTHWEST OF THE END OF THE GUARDRAIL.
 GV5932
 GV5932                          STATION RECOVERY (2003)
 GV5932
 GV5932'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5932' 
 GV5932' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5933 ***********************************************************************
 GV5933  DESIGNATION -  022
 GV5933  PID         -  GV5933
 GV5933  STATE/COUNTY-  VA/YORK
 GV5933  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5933
 GV5933                         *CURRENT SURVEY CONTROL
 GV5933  ___________________________________________________________________
 GV5933* NAD 83(1993)-  37 17 46.41007(N)    076 41 10.49734(W)     ADJUSTED  
 GV5933* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 GV5933  ___________________________________________________________________
 GV5933  X           -   1,169,866.702 (meters)                     COMP
 GV5933  Y           -  -4,943,584.659 (meters)                     COMP
 GV5933  Z           -   3,843,581.386 (meters)                     COMP
 GV5933  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 GV5933  ELLIP HEIGHT-         -26.07  (meters)          (06/04/02) GPS OBS
 GV5933  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 GV5933
 GV5933  HORZ ORDER  -  SECOND
 GV5933  ELLP ORDER  -  FOURTH    CLASS II
 GV5933
 GV5933.The horizontal coordinates were established by GPS observations
 GV5933.and adjusted by the National Geodetic Survey in September 1995..
 GV5933
 GV5933.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5933
 GV5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5933
 GV5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5933
 GV5933.The ellipsoidal height was determined by GPS observations
 GV5933.and is referenced to NAD 83.
 GV5933
 GV5933.The geoid height was determined by GEOID03.
 GV5933
 GV5933;                    North         East     Units Scale Factor Converg.
 GV5933;SPC VA S     - 1,108,401.198 3,660,797.985   MT  0.99994617   +1 06 02.9
 GV5933;SPC VA S     - 3,636,479.60 12,010,468.06   sFT  0.99994617   +1 06 02.9
 GV5933;UTM  18      - 4,129,067.260   350,542.423   MT  0.99987516   -1 01 19.0
 GV5933
 GV5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5933!SPC VA S     -   1.00000409  x   0.99994617  =   0.99995026
 GV5933!UTM  18      -   1.00000409  x   0.99987516  =   0.99987925
 GV5933
 GV5933                          SUPERSEDED SURVEY CONTROL
 GV5933
 GV5933  ELLIP H (09/08/95)  -25.86   (m)                       GP(       ) 4 2
 GV5933  NAD 83(1993)-  37 17 46.41114(N)    076 41 10.50410(W) AD(       ) 2
 GV5933  ELLIP H (11/14/94)  -26.02   (m)                       GP(       ) 4 2
 GV5933  NAD 83(1986)-  37 17 46.41612(N)    076 41 10.52287(W) AD(       ) 2
 GV5933  NGVD 29 (12/05/90)    9.7    (m)           32.     (f) GPS OBS        
 GV5933
 GV5933.Superseded values are not recommended for survey control.
 GV5933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5933.See file dsdata.txt to determine how the superseded data were derived.
 GV5933
 GV5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5054229067(NAD 83)
 GV5933_MARKER: DD = SURVEY DISK
 GV5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5933_SP_SET: CONCRETE POST
 GV5933_STAMPING: STATION NO. 022
 GV5933_MARK LOGO: VA-199
 GV5933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5933+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5933
 GV5933  HISTORY     - Date     Condition        Report By
 GV5933  HISTORY     - 1988     MONUMENTED       BSC
 GV5933
 GV5933                          STATION DESCRIPTION
 GV5933
 GV5933'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5933'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5933'STATION FROM THE CENTER OF THE BRIDGE AT THE INTERSECTION OF I-64 AND
 GV5933'ROUTE 143 (MERRIMAC TRAIL), PROCEED IN A SOUTHWESTERLY DIRECTION ALONG
 GV5933'ROUTE 143 FOR APPROXIMATELY 0.90 KM (0.55 MI) TO THE JUNCTION WITH
 GV5933'ROUTE 132 (HENERY STREET N.) AND THE STATION IN THE MEDIAN , JUST
 GV5933'BEFORE THE JUNCTION.
 GV5933'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5933'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE GRASS MEDIAN
 GV5933'IMMEDIATELY NORTH OF THE INTERSECTION OF ROUTES 143 AND 132, 3.66 M
 GV5933'(12.0 FT) EAST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF ROUTE
 GV5933'143, 5.79 M (19.0 FT) WEST OF THE CENTER LINE OF THE NORTHBOUND LANES
 GV5933'OF ROUTE 143, 8.08 M (26.5 FT) NORTH OF THE EDGE OF THE CURB AT THE
 GV5933'SOUTH END OF THE GRASS MEDIAN.  THE LOCATION OF THE REFERENCE MARKS
 GV5933'RELATIVE TO THE MAIN STATION
 GV5933'BEARING             DISTANCE
 GV5933'RM 1    S38 20 37W       49.16 M (161.3 FT)
 GV5933'RM 2    S30 48 48E       25.48 M (83.6 FT)
 GV5933'RM 3    N05 46 14E      391.83 M (1285.5 FT)
 GV5933'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5933'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5933'1.  IT IS LOCATED 21.03M (68.9 FT) WEST OF THE CENTER LINE OF THE
 GV5933'SOUTHBOUND LANES OF ROUTE 143, 12.65 M (41.5 FT) SOUTHEAST OF THE
 GV5933'CENTER LINE OF ROUTE 132.
 GV5933'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5933'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5933'2.  IT IS LOCATED 10.97 M (36.0 FT) EAST OF THE CENTER LINE OF THE
 GV5933'NORTHBOUND LANES OF ROUTE 143, 14.63 M (48.0 FT) NORTHEAST OF THE
 GV5933'ROUTE DIRECTION SIGN POST.
 GV5933'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5933'(0.2 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5933'3.  IT IS LOCATED 9.14 M (30.0 FT) WEST OF THE CENTER LINE OF THE
 GV5933'SOUTHBOUND LANES OF ROUTE 143, 25.76 M (84.5 FT) NORTH OF THE END OF
 GV5933'THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5934 ***********************************************************************
 GV5934  DESIGNATION -  023
 GV5934  PID         -  GV5934
 GV5934  STATE/COUNTY-  VA/YORK
 GV5934  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5934
 GV5934                         *CURRENT SURVEY CONTROL
 GV5934  ___________________________________________________________________
 GV5934* NAD 83(1993)-  37 17 03.50587(N)    076 42 01.43508(W)     ADJUSTED  
 GV5934* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 GV5934  ___________________________________________________________________
 GV5934  X           -   1,168,829.960 (meters)                     COMP
 GV5934  Y           -  -4,944,652.350 (meters)                     COMP
 GV5934  Z           -   3,842,528.384 (meters)                     COMP
 GV5934  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 GV5934  ELLIP HEIGHT-         -27.25  (meters)          (06/04/02) GPS OBS
 GV5934  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 GV5934
 GV5934  HORZ ORDER  -  SECOND
 GV5934  ELLP ORDER  -  FOURTH    CLASS II
 GV5934
 GV5934.The horizontal coordinates were established by GPS observations
 GV5934.and adjusted by the National Geodetic Survey in September 1995..
 GV5934
 GV5934.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5934
 GV5934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5934
 GV5934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5934
 GV5934.The ellipsoidal height was determined by GPS observations
 GV5934.and is referenced to NAD 83.
 GV5934
 GV5934.The geoid height was determined by GEOID03.
 GV5934
 GV5934;                    North         East     Units Scale Factor Converg.
 GV5934;SPC VA S     - 1,107,054.825 3,659,568.937   MT  0.99994645   +1 05 32.0
 GV5934;SPC VA S     - 3,632,062.37 12,006,435.75   sFT  0.99994645   +1 05 32.0
 GV5934;UTM  18      - 4,127,767.422   349,264.439   MT  0.99987989   -1 01 48.9
 GV5934
 GV5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5934!SPC VA S     -   1.00000428  x   0.99994645  =   0.99995073
 GV5934!UTM  18      -   1.00000428  x   0.99987989  =   0.99988417
 GV5934
 GV5934                          SUPERSEDED SURVEY CONTROL
 GV5934
 GV5934  ELLIP H (09/08/95)  -27.03   (m)                       GP(       ) 4 2
 GV5934  NAD 83(1993)-  37 17 03.50709(N)    076 42 01.44185(W) AD(       ) 2
 GV5934  ELLIP H (11/14/94)  -27.20   (m)                       GP(       ) 4 2
 GV5934  NAD 83(1986)-  37 17 03.51229(N)    076 42 01.46061(W) AD(       ) 2
 GV5934  NGVD 29 (12/05/90)    8.4    (m)           28.     (f) GPS OBS        
 GV5934
 GV5934.Superseded values are not recommended for survey control.
 GV5934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5934.See file dsdata.txt to determine how the superseded data were derived.
 GV5934
 GV5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4926427767(NAD 83)
 GV5934_MARKER: DD = SURVEY DISK
 GV5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5934_SP_SET: CONCRETE POST
 GV5934_STAMPING: STATION NO. 023
 GV5934_MARK LOGO: VA-199
 GV5934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5934+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5934
 GV5934  HISTORY     - Date     Condition        Report By
 GV5934  HISTORY     - 1988     MONUMENTED       BSC
 GV5934  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 GV5934
 GV5934                          STATION DESCRIPTION
 GV5934
 GV5934'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5934'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  THE STATION IS
 GV5934'LOCATED AT THE INTERSECTION OF U.S. ROUTE 60 AND ROUTE 132 (HENERY
 GV5934'STREET N.).
 GV5934'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.15 M
 GV5934'(0.5 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE SOUTHEAST
 GV5934'CORNER OF THE INTERSECTION OF ROUTES 60 AAND 132, 13.72 M (45.0 FT)
 GV5934'SOUTHEAST OF THE CENTER LINE OF ROUTE 132, 21.95 M (72.0 FT) NORTH OF
 GV5934'THE END OF THE GUARDRAIL ADJACENT TO THE WESTBOUND LANES OF ROUTE 60.
 GV5934'THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5934'BEARING             DISTANCE
 GV5934'RM 1    N13 27 42W       40.28 M (132.2 FT)
 GV5934'RM 2    S57 01 40E       21.69 M (71.2 FT)
 GV5934'RM 3    S85 53 00W      304.67 M (999.6 FT)
 GV5934'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5934'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5934'1.  IT IS LOCATED 2.13M (68.9 FT) NORTHWEST OF THE EDGE OF THE CURBING
 GV5934'OF ROUTE 132, 3.51 M (11.5 FT) SOUTHWEST OF THE END OF THE CURBING ON
 GV5934'ROUTE 132.
 GV5934'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5934'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5934'2.  IT IS LOCATED 4.63 M (15.2 FT) NORTHEAST OF THE CENTER LINE OF
 GV5934'ROUTE 60, 12.80 M (42.0 FT) SOUTHEAST OF THE ROUTE DIRECTION SIGN
 GV5934'POST.
 GV5934'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5934'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5934'3.  IT IS LOCATED 8.84 M (29.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5934'ROUTE 60, 24.69 M (81.0 FT) SOUTH OF A TRAFFIC CONTROL SIGN POST.
 GV5934
 GV5934                          STATION RECOVERY (2004)
 GV5934
 GV5934'RECOVERY NOTE BY US POWER SQUADRON 2004 (DCW)
 GV5934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5935 ***********************************************************************
 GV5935  DESIGNATION -  024
 GV5935  PID         -  GV5935
 GV5935  STATE/COUNTY-  VA/YORK
 GV5935  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5935
 GV5935                         *CURRENT SURVEY CONTROL
 GV5935  ___________________________________________________________________
 GV5935* NAD 83(1993)-  37 17 07.06839(N)    076 43 00.63851(W)     ADJUSTED  
 GV5935* NAVD 88     -        28.5    (meters)      94.     (feet)  VERTCON   
 GV5935  ___________________________________________________________________
 GV5935  X           -   1,167,399.112 (meters)                     COMP
 GV5935  Y           -  -4,944,938.685 (meters)                     COMP
 GV5935  Z           -   3,842,628.130 (meters)                     COMP
 GV5935  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV5935  ELLIP HEIGHT-          -6.84  (meters)          (06/04/02) GPS OBS
 GV5935  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV5935
 GV5935  HORZ ORDER  -  SECOND
 GV5935  ELLP ORDER  -  FOURTH    CLASS II
 GV5935
 GV5935.The horizontal coordinates were established by GPS observations
 GV5935.and adjusted by the National Geodetic Survey in September 1995..
 GV5935
 GV5935.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5935
 GV5935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5935
 GV5935.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5935
 GV5935.The ellipsoidal height was determined by GPS observations
 GV5935.and is referenced to NAD 83.
 GV5935
 GV5935.The geoid height was determined by GEOID03.
 GV5935
 GV5935;                    North         East     Units Scale Factor Converg.
 GV5935;SPC VA S     - 1,107,136.957 3,658,108.839   MT  0.99994643   +1 04 56.1
 GV5935;SPC VA S     - 3,632,331.83 12,001,645.42   sFT  0.99994643   +1 04 56.1
 GV5935;UTM  18      - 4,127,903.564   347,808.478   MT  0.99988532   -1 02 24.9
 GV5935
 GV5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5935!SPC VA S     -   1.00000107  x   0.99994643  =   0.99994750
 GV5935!UTM  18      -   1.00000107  x   0.99988532  =   0.99988639
 GV5935
 GV5935                          SUPERSEDED SURVEY CONTROL
 GV5935
 GV5935  ELLIP H (09/08/95)   -6.62   (m)                       GP(       ) 4 2
 GV5935  NAD 83(1993)-  37 17 07.06942(N)    076 43 00.64522(W) AD(       ) 2
 GV5935  ELLIP H (11/14/94)   -6.78   (m)                       GP(       ) 4 2
 GV5935  NAD 83(1986)-  37 17 07.07432(N)    076 43 00.66388(W) AD(       ) 2
 GV5935  NGVD 29 (12/05/90)   28.8    (m)           94.     (f) GPS OBS        
 GV5935
 GV5935.Superseded values are not recommended for survey control.
 GV5935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5935.See file dsdata.txt to determine how the superseded data were derived.
 GV5935
 GV5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4780827904(NAD 83)
 GV5935_MARKER: DD = SURVEY DISK
 GV5935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5935_SP_SET: CONCRETE POST
 GV5935_STAMPING: STATION NO. 024
 GV5935_MARK LOGO: VA-199
 GV5935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5935+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5935
 GV5935  HISTORY     - Date     Condition        Report By
 GV5935  HISTORY     - 1988     MONUMENTED       BSC
 GV5935
 GV5935                          STATION DESCRIPTION
 GV5935
 GV5935'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5935'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5935'STATION FROM THE INTERSECTION OF U.S. ROUTE 60 AND ROUTE 132 (HENERY
 GV5935'STREET N.), PROCEED IN A WESTERLY DIRECTION ALONG U.S. ROUTE 60 FOR
 GV5935'1.5 KM (0.95 MI) TO THE JUNCTION WITH WALLER MILL ROAD AND THE STATION
 GV5935'ON THE RIGHT, JUST BEFORE THE JUNCTION.
 GV5935'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5935'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE NORTHEAST
 GV5935'CORNER OF THE INTERSECTION OF ROUTES 60 AND 713 (WALLER MILL ROAD),
 GV5935'10.15 M (33.3 FT)  SOUTHEAST OF THE CENTER LINE OF ROUTE 713, 4.72 M
 GV5935'(15.5 FT) NORTH OF THE STREET SIGN.  THE LOCATION OF THE REFERENCE
 GV5935'MARKS RELATIVE TO THE MAIN STATION
 GV5935'BEARING             DISTANCE
 GV5935'RM 1    S43 18 29E       69.64 M (228.5 FT)
 GV5935'RM 2    S40 20 18W       32.03 M (105.1 FT)
 GV5935'RM 3    N03 09 39E      426.41 M (1399.0 FT)
 GV5935'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.18 M
 GV5935'(0.6 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5935'1.  IT IS LOCATED 5.79 M (19.0 FT) SOUTHWEST OF THE CENTER LINE OF THE
 GV5935'EASTBOUND LANES OF ROUTE 60, 0.30 M (1.0 FT) NORTHEAST OF THE CORNER
 GV5935'OF THE BRICK ENTRANCE WALL TO WILLIAMSBURG COMMONS.
 GV5935'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5935'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5935'2.  IT IS LOCATED 5.18 M (17.0 FT) SOUTHWEST OF THE CENTER LINE OF THE
 GV5935'EASTBOUND LANES OF ROUTE 60, 2.44 M (8.0 FT) SOUTHEAST OF UTILITY POLE
 GV5935'NUMBER TK-35.
 GV5935'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5935'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5935'3.  IT IS LOCATED AT THE REAR OF THE SHOPPING CENTER WEST OF ROUTE
 GV5935'713, 11.58 M (38.0 FT) NORTH  OF THE CENTER LINE OF THE REAR ENTRANCE
 GV5935'ROAD, 4.57 M (15.0 FT) NORTHEAST OF UTILITY POLE NUMBER TN-05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5936 ***********************************************************************
 GV5936  DESIGNATION -  025
 GV5936  PID         -  GV5936
 GV5936  STATE/COUNTY-  VA/YORK
 GV5936  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5936
 GV5936                         *CURRENT SURVEY CONTROL
 GV5936  ___________________________________________________________________
 GV5936* NAD 83(1993)-  37 17 28.06972(N)    076 42 47.78129(W)     ADJUSTED  
 GV5936* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 GV5936  ___________________________________________________________________
 GV5936  X           -   1,167,616.850 (meters)                     COMP
 GV5936  Y           -  -4,944,482.692 (meters)                     COMP
 GV5936  Z           -   3,843,142.076 (meters)                     COMP
 GV5936  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GV5936  ELLIP HEIGHT-          -8.75  (meters)          (06/04/02) GPS OBS
 GV5936  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV5936
 GV5936  HORZ ORDER  -  SECOND
 GV5936  ELLP ORDER  -  FOURTH    CLASS II
 GV5936
 GV5936.The horizontal coordinates were established by GPS observations
 GV5936.and adjusted by the National Geodetic Survey in September 1995..
 GV5936
 GV5936.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5936
 GV5936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5936
 GV5936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5936
 GV5936.The ellipsoidal height was determined by GPS observations
 GV5936.and is referenced to NAD 83.
 GV5936
 GV5936.The geoid height was determined by GEOID03.
 GV5936
 GV5936;                    North         East     Units Scale Factor Converg.
 GV5936;SPC VA S     - 1,107,790.236 3,658,413.222   MT  0.99994629   +1 05 03.9
 GV5936;SPC VA S     - 3,634,475.13 12,002,644.05   sFT  0.99994629   +1 05 03.9
 GV5936;UTM  18      - 4,128,545.082   348,136.827   MT  0.99988409   -1 02 17.6
 GV5936
 GV5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5936!SPC VA S     -   1.00000137  x   0.99994629  =   0.99994766
 GV5936!UTM  18      -   1.00000137  x   0.99988409  =   0.99988546
 GV5936
 GV5936                          SUPERSEDED SURVEY CONTROL
 GV5936
 GV5936  ELLIP H (09/08/95)   -8.53   (m)                       GP(       ) 4 2
 GV5936  NAD 83(1993)-  37 17 28.07077(N)    076 42 47.78804(W) AD(       ) 2
 GV5936  ELLIP H (11/14/94)   -8.69   (m)                       GP(       ) 4 2
 GV5936  NAD 83(1986)-  37 17 28.07572(N)    076 42 47.80678(W) AD(       ) 2
 GV5936  NGVD 29 (12/05/90)   26.9    (m)           88.     (f) GPS OBS        
 GV5936
 GV5936.Superseded values are not recommended for survey control.
 GV5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5936.See file dsdata.txt to determine how the superseded data were derived.
 GV5936
 GV5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4813728545(NAD 83)
 GV5936_MARKER: DD = SURVEY DISK
 GV5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5936_SP_SET: CONCRETE POST
 GV5936_STAMPING: STATION NO. 025
 GV5936_MARK LOGO: VA-199
 GV5936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5936+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5936
 GV5936  HISTORY     - Date     Condition        Report By
 GV5936  HISTORY     - 1988     MONUMENTED       BSC
 GV5936
 GV5936                          STATION DESCRIPTION
 GV5936
 GV5936'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5936'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5936'STATION FROM THE INTERSECTION OF U.S. ROUTE 60 AND ROUTE 132 (HENERY
 GV5936'STREET N.), PROCEED IN A WESTERLY DIRECTION ALONG U.S. ROUTE 60 FOR
 GV5936'1.5 KM (0.95 MI) TO THE JUNCTION WITH WALLER MILL ROAD.  URN RIGHT AND
 GV5936'PROCEED ALONG WALLER MILL ROAD FOR APPROXIMATELY 0.80 KM (0.50 MI) TO
 GV5936'THE STATION ON THE LEFT JUST AFTER THE ENTRANCE TO THE WILLIAMSBURG
 GV5936'NEW TESTAMENT CHURCH.
 GV5936'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.18 M
 GV5936'(0.6 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 6.55 M (21.5 FT) WEST
 GV5936'OF THE CENTER LINE OF ROUTE 713 (WALLER MILL ROAD), 6.25 M (20.5 FT)
 GV5936'NORTHEAST OF THE RED FIRE HYDRANT AT THE CORNER OF THE ENTRANCE ROAD
 GV5936'TO WILLIAMSBURG  NEW TESTAMENT CHURCH.  THE LOCATION OF THE REFERENCE
 GV5936'MARKS RELATIVE TO THE MAIN STATION
 GV5936'BEARING             DISTANCE
 GV5936'RM 1    S41 59 25E       14.01 M (46.0 FT)
 GV5936'RM 2    N50 03 59E      112.36 M (368.6 FT)
 GV5936'STATION 024    S50 59 25W      361.46 M (1185.9 FT)
 GV5936'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5936'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5936'1.  IT IS LOCATED 7.47 M (24.5 FT) EAST OF THE CENTER LINE OF  ROUTE
 GV5936'713, 11.89 M (39.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 772 (CARR
 GV5936'HILL ROAD).
 GV5936'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5936'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5936'2.  IT IS LOCATED 8.69 M (28.5 FT) WEST OF THE CENTER LINE OF THE
 GV5936'ROUTE 713, 1.07 M (3.5 FT) WEST OF UTILITY POLE NUMBER 548.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5937 ***********************************************************************
 GV5937  DESIGNATION -  026
 GV5937  PID         -  GV5937
 GV5937  STATE/COUNTY-  VA/YORK
 GV5937  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5937
 GV5937                         *CURRENT SURVEY CONTROL
 GV5937  ___________________________________________________________________
 GV5937* NAD 83(1993)-  37 18 10.44661(N)    076 42 08.50212(W)     ADJUSTED  
 GV5937* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 GV5937  ___________________________________________________________________
 GV5937  X           -   1,168,373.743 (meters)                     COMP
 GV5937  Y           -  -4,943,478.909 (meters)                     COMP
 GV5937  Z           -   3,844,172.771 (meters)                     COMP
 GV5937  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 GV5937  ELLIP HEIGHT-         -22.89  (meters)          (06/04/02) GPS OBS
 GV5937  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV5937
 GV5937  HORZ ORDER  -  SECOND
 GV5937  ELLP ORDER  -  FOURTH    CLASS II
 GV5937
 GV5937.The horizontal coordinates were established by GPS observations
 GV5937.and adjusted by the National Geodetic Survey in September 1995..
 GV5937
 GV5937.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5937
 GV5937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5937
 GV5937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5937
 GV5937.The ellipsoidal height was determined by GPS observations
 GV5937.and is referenced to NAD 83.
 GV5937
 GV5937.The geoid height was determined by GEOID03.
 GV5937
 GV5937;                    North         East     Units Scale Factor Converg.
 GV5937;SPC VA S     - 1,109,114.717 3,659,355.602   MT  0.99994603   +1 05 27.7
 GV5937;SPC VA S     - 3,638,820.53 12,005,735.84   sFT  0.99994603   +1 05 27.7
 GV5937;UTM  18      - 4,129,833.665   349,127.557   MT  0.99988040   -1 01 54.7
 GV5937
 GV5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5937!SPC VA S     -   1.00000359  x   0.99994603  =   0.99994962
 GV5937!UTM  18      -   1.00000359  x   0.99988040  =   0.99988399
 GV5937
 GV5937                          SUPERSEDED SURVEY CONTROL
 GV5937
 GV5937  ELLIP H (09/08/95)  -22.67   (m)                       GP(       ) 4 2
 GV5937  NAD 83(1993)-  37 18 10.44767(N)    076 42 08.50891(W) AD(       ) 2
 GV5937  ELLIP H (11/14/94)  -22.83   (m)                       GP(       ) 4 2
 GV5937  NAD 83(1986)-  37 18 10.45262(N)    076 42 08.52773(W) AD(       ) 2
 GV5937  NGVD 29 (12/05/90)   12.8    (m)           42.     (f) GPS OBS        
 GV5937
 GV5937.Superseded values are not recommended for survey control.
 GV5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5937.See file dsdata.txt to determine how the superseded data were derived.
 GV5937
 GV5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4912829834(NAD 83)
 GV5937_MARKER: DD = SURVEY DISK
 GV5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5937_SP_SET: CONCRETE POST
 GV5937_STAMPING: STATION NO. 026
 GV5937_MARK LOGO: VA-199
 GV5937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5937+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5937
 GV5937  HISTORY     - Date     Condition        Report By
 GV5937  HISTORY     - 1988     MONUMENTED       BSC
 GV5937
 GV5937                          STATION DESCRIPTION
 GV5937
 GV5937'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5937'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5937'STATION FROM THE INTERSECTION OF U.S. ROUTE 60 AND ROUTE 132 (HENERY
 GV5937'STREET N.), PROCEED IN A WESTERLY DIRECTION ALONG U.S. ROUTE 60 FOR
 GV5937'1.5 KM (0.95 MI) TO THE JUNCTION WITH WALLER MILL ROAD.  TURN RIGHT
 GV5937'ONTO WALLER MILL ROAD AND PROCEED IN A NORTHWESTERLY DIRECTION FOR
 GV5937'APPROXIMATELY 2.5 KM (1.55 MI) TO THE STATION WHICH IS LOCATED NEAR
 GV5937'THE CONCRETE SPILLWAY OF WALLER MILL ROAD.
 GV5937'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5937'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 1.22 M (4.0 FT) SOUTH
 GV5937'OF THE EDGE OF THE CONCRETE SPILLWAY.  THE LOCATION OF THE REFERENCE
 GV5937'MARKS RELATIVE TO THE MAIN STATION
 GV5937'BEARING             DISTANCE
 GV5937'RM 1    S58 28 50W      188.90 M (619.7 FT)
 GV5937'RM 2    S14 36 09E       78.25 M (256.7 FT)
 GV5937'RM 3    N34 59 24E      409.44 M (1343.3 FT)
 GV5937'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5937'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5937'1.  IT IS LOCATED 5.79 M (19.0 FT) SOUTHEAST OF THE CENTER LINE OF THE
 GV5937'ASPHALT/GRAVEL ROAD FROM THE FILTER PLANT TO THE CONCRETE SPILLWAY,
 GV5937'4.57 M (15.0 FT) NORTHEAST OF THE 0.60 M (2.0 FT) PINE TREE.
 GV5937'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5937'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5937'2.  IT IS LOCATED ADJACENT TO THE DIRT ROAD AROUND THE CONCRETE
 GV5937'SPILLWAY, 4.72 M (15.5 FT) SOUTHWEST OF THE CENTER LINE OF THE DIRT
 GV5937'ROAD, 0.91 M (3.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE UTILITY
 GV5937'PUMP BUILDING.
 GV5937'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5937'(0.4 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5937'3.  IT IS LOCATED 7.47 M (24.5 FT) NORTHEAST OF THE DIRT ROAD FROM THE
 GV5937'RESERVOIR TO THE WATERSHED AREA, EAST OF THE ENTRANCE TO THE POLICE
 GV5937'FIRING RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5938 ***********************************************************************
 GV5938  DESIGNATION -  027
 GV5938  PID         -  GV5938
 GV5938  STATE/COUNTY-  VA/YORK
 GV5938  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5938
 GV5938                         *CURRENT SURVEY CONTROL
 GV5938  ___________________________________________________________________
 GV5938* NAD 83(1993)-  37 17 57.17034(N)    076 43 38.37882(W)     ADJUSTED  
 GV5938* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 GV5938  ___________________________________________________________________
 GV5938  X           -   1,166,279.217 (meters)                     COMP
 GV5938  Y           -  -4,944,240.326 (meters)                     COMP
 GV5938  Z           -   3,843,856.106 (meters)                     COMP
 GV5938  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV5938  ELLIP HEIGHT-          -8.19  (meters)          (06/04/02) GPS OBS
 GV5938  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 GV5938
 GV5938  HORZ ORDER  -  SECOND
 GV5938  ELLP ORDER  -  FOURTH    CLASS II
 GV5938
 GV5938.The horizontal coordinates were established by GPS observations
 GV5938.and adjusted by the National Geodetic Survey in September 1995..
 GV5938
 GV5938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5938
 GV5938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5938
 GV5938.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5938
 GV5938.The ellipsoidal height was determined by GPS observations
 GV5938.and is referenced to NAD 83.
 GV5938
 GV5938.The geoid height was determined by GEOID03.
 GV5938
 GV5938;                    North         East     Units Scale Factor Converg.
 GV5938;SPC VA S     - 1,108,663.670 3,657,150.405   MT  0.99994611   +1 04 33.2
 GV5938;SPC VA S     - 3,637,340.72 11,998,500.95   sFT  0.99994611   +1 04 33.2
 GV5938;UTM  18      - 4,129,464.637   346,907.302   MT  0.99988871   -1 02 48.9
 GV5938
 GV5938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5938!SPC VA S     -   1.00000129  x   0.99994611  =   0.99994740
 GV5938!UTM  18      -   1.00000129  x   0.99988871  =   0.99989000
 GV5938
 GV5938                          SUPERSEDED SURVEY CONTROL
 GV5938
 GV5938  ELLIP H (09/08/95)   -7.97   (m)                       GP(       ) 4 2
 GV5938  NAD 83(1993)-  37 17 57.17131(N)    076 43 38.38539(W) AD(       ) 2
 GV5938  ELLIP H (11/14/94)   -8.13   (m)                       GP(       ) 4 2
 GV5938  NAD 83(1986)-  37 17 57.17606(N)    076 43 38.40373(W) AD(       ) 2
 GV5938  NGVD 29 (12/05/90)   27.4    (m)           90.     (f) GPS OBS        
 GV5938
 GV5938.Superseded values are not recommended for survey control.
 GV5938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5938.See file dsdata.txt to determine how the superseded data were derived.
 GV5938
 GV5938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4690729465(NAD 83)
 GV5938_MARKER: DD = SURVEY DISK
 GV5938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5938_SP_SET: CONCRETE POST
 GV5938_STAMPING: STATION NO. 027
 GV5938_MARK LOGO: VA-199
 GV5938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5938+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV5938
 GV5938  HISTORY     - Date     Condition        Report By
 GV5938  HISTORY     - 1988     MONUMENTED       BSC
 GV5938  HISTORY     - 20050518 GOOD             USPSQD
 GV5938
 GV5938                          STATION DESCRIPTION
 GV5938
 GV5938'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5938'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5938'STATION FROM THE INTERSECTION OF U.S. ROUTE 60 AND ROUTE 132 (HENERY
 GV5938'STREET N.), PROCEED IN A WESTERLY DIRECTION ALONG U.S. ROUTE 60 FOR
 GV5938'1.9 KM (1.20 MI) TO THE JUNCTION WITH ROUTE 162.  CONTINUE IN A
 GV5938'NORTHWESTERLY DIRECTION ALONG U.S. ROUTE 60  FOR APPROXIMATELY 1.4 KM
 GV5938'(0.85 MI) TO THE STATION ON THE RIGHT AT THE ENTRANCE TO THE MASTER
 GV5938'HOSTS INN AND THE OLD MILL HOUSE OF PANCAKES.
 GV5938'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5938'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 6.86 M (22.5 FT) EAST
 GV5938'OF THE CENTER LINE ROUTE 60, 6.40 M (21.0 FT)  NORTHEAST OF UTILITY
 GV5938'POLE NUMBER CAB.  THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE
 GV5938'MAIN STATION
 GV5938'BEARING             DISTANCE
 GV5938'RM 1    S12 39 01W       52.53 M (172.3 FT)
 GV5938'RM 2    N41 15 45W       45.17 M (148.2 FT)
 GV5938'RM 3    S16 49 08E      215.25 M (706.2 FT)
 GV5938'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5938'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5938'1.  IT IS LOCATED 7.47 M (24.5 FT) WEST OF THE CENTER LINE OF THE
 GV5938'EASTBOUND LANES OF ROUTE 60, 1.07 M (3.5 FT) NORTHWEST OF A TRAFFIC
 GV5938'SIGNAL SIGN POST.
 GV5938'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5938'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5938'2.  IT IS LOCATED 6.55 M (21.5 FT) WEST OF THE CENTER LINE OF THE
 GV5938'EASTBOUND LANES OF ROUTE 60, 14.63 M (48.0 FT) NORTH OF UTILITY ANCHOR
 GV5938'POLE NUMBER 218.
 GV5938'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5938'(0.2 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5938'3.  IT IS LOCATED IN THE GRASS MEDIAN AT THE INTERSECTION OF ROUTE 60
 GV5938'AND GOVENOR BERKLEY ROAD, 5.49 M (18.0 FT) SOUTHWEST OF THE CENTER
 GV5938'LINE OF THE EASTBOUND LANES OF ROUTE 60, 1.22 M (4.0 FT) SOUTHEAST OF
 GV5938'THE TRAFFIC SIGNAL POST.
 GV5938
 GV5938                          STATION RECOVERY (2005)
 GV5938
 GV5938'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV5938'N 37 17.953
 GV5938'W 076 43.640
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5939 ***********************************************************************
 GV5939  DESIGNATION -  028
 GV5939  PID         -  GV5939
 GV5939  STATE/COUNTY-  VA/YORK
 GV5939  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5939
 GV5939                         *CURRENT SURVEY CONTROL
 GV5939  ___________________________________________________________________
 GV5939* NAD 83(1993)-  37 16 56.81399(N)    076 40 21.21417(W)     ADJUSTED  
 GV5939* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 GV5939  ___________________________________________________________________
 GV5939  X           -   1,171,263.581 (meters)                     COMP
 GV5939  Y           -  -4,944,215.672 (meters)                     COMP
 GV5939  Z           -   3,842,372.237 (meters)                     COMP
 GV5939  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 GV5939  ELLIP HEIGHT-         -14.05  (meters)          (06/04/02) GPS OBS
 GV5939  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 GV5939
 GV5939  HORZ ORDER  -  SECOND
 GV5939  ELLP ORDER  -  FOURTH    CLASS II
 GV5939
 GV5939.The horizontal coordinates were established by GPS observations
 GV5939.and adjusted by the National Geodetic Survey in September 1995..
 GV5939
 GV5939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5939
 GV5939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5939
 GV5939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5939
 GV5939.The ellipsoidal height was determined by GPS observations
 GV5939.and is referenced to NAD 83.
 GV5939
 GV5939.The geoid height was determined by GEOID03.
 GV5939
 GV5939;                    North         East     Units Scale Factor Converg.
 GV5939;SPC VA S     - 1,106,895.994 3,662,041.094   MT  0.99994650   +1 06 32.8
 GV5939;SPC VA S     - 3,631,541.27 12,014,546.49   sFT  0.99994650   +1 06 32.8
 GV5939;UTM  18      - 4,127,517.160   351,728.843   MT  0.99987081   -1 00 48.0
 GV5939
 GV5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5939!SPC VA S     -   1.00000220  x   0.99994650  =   0.99994870
 GV5939!UTM  18      -   1.00000220  x   0.99987081  =   0.99987301
 GV5939
 GV5939                          SUPERSEDED SURVEY CONTROL
 GV5939
 GV5939  ELLIP H (09/08/95)  -13.85   (m)                       GP(       ) 4 2
 GV5939  NAD 83(1993)-  37 16 56.81523(N)    076 40 21.22115(W) AD(       ) 2
 GV5939  ELLIP H (11/14/94)  -14.01   (m)                       GP(       ) 4 2
 GV5939  NAD 83(1986)-  37 16 56.82062(N)    076 40 21.24027(W) AD(       ) 2
 GV5939  NGVD 29 (12/05/90)   21.7    (m)           71.     (f) GPS OBS        
 GV5939
 GV5939.Superseded values are not recommended for survey control.
 GV5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5939.See file dsdata.txt to determine how the superseded data were derived.
 GV5939
 GV5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5172927517(NAD 83)
 GV5939_MARKER: DD = SURVEY DISK
 GV5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5939_SP_SET: CONCRETE POST
 GV5939_STAMPING: STATION NO. 028
 GV5939_MARK LOGO: VA-199
 GV5939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5939+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5939
 GV5939  HISTORY     - Date     Condition        Report By
 GV5939  HISTORY     - 1988     MONUMENTED       BSC
 GV5939
 GV5939                          STATION DESCRIPTION
 GV5939
 GV5939'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5939'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5939'STATION FROM THE JUNCTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE 641
 GV5939'(PENNIMAN ROAD), PROCEED IN A EASTERLY DIRECTION ALONG ROUTE 641 FOR
 GV5939'0.30 KM (0.20 MI) TO THE JUNCTION WITH HUBBARD LANE.  TURN LEFT ONTO
 GV5939'HUBBARD LANE AND PROCEED NORTH FOR 1.6 KM (1.00 MI) TO THE JUNCTION
 GV5939'WITH QUEENS DRIVE WEST.  BEAR RIGHT ONTO QUEENS DRIVE WEST AND
 GV5939'CONTINUE IN A NORTHEASTERLY DIRECTION FOR APPROXIMATELY 0.30 KM
 GV5939'(0.20 MI).  TURN LEFT AND ENTER THE QUEENS LAKE INTERMEDIATE SCHOOL
 GV5939'PARKING LOT.
 GV5939'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5939'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 1.22 M (4.0 FT) WEST
 GV5939'OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE TENNIS
 GV5939'COURT
 GV5939'BEARING             DISTANCE
 GV5939'RM 1    S13 11 57E       37.18 M (122.0 FT)
 GV5939'RM 2    N00 41 17E       23.76 M (78.0 FT)
 GV5939'RM 3    N63 34 41E      116.76 M (383.1 FT)
 GV5939'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5939'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5939'1.  IT IS LOCATED 0.76 M (2.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 GV5939'THE CHAIN LINK FENCE AROUND THE TENNIS COURTS.
 GV5939'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5939'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5939'2.  IT IS LOCATED 0.46 M (1.5 FT) WEST OF THE WEST GATE POST AT THE
 GV5939'GATE FROM THE SCHOOL PARKING LOT TO THE TENNIS COURT AREA.
 GV5939'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5939'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5939'3.  IT IS LOCATED ON THE GROUNDS OF THE QUEENS LAKE INTERMEDIATE
 GV5939'SCHOOL, ADJACENT TO ROUTE 716, 9.91 M (32.5 FT) NORTH OF THE FIRE
 GV5939'HYDRANT, 1.22 M (4.0 FT) SOUTHWEST OF THE EDGE OF THE CONCRETE
 GV5939'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5940 ***********************************************************************
 GV5940  DESIGNATION -  030
 GV5940  PID         -  GV5940
 GV5940  STATE/COUNTY-  VA/YORK
 GV5940  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5940
 GV5940                         *CURRENT SURVEY CONTROL
 GV5940  ___________________________________________________________________
 GV5940* NAD 83(1993)-  37 17 48.43460(N)    076 39 05.97888(W)     ADJUSTED  
 GV5940* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 GV5940  ___________________________________________________________________
 GV5940  X           -   1,172,841.463 (meters)                     COMP
 GV5940  Y           -  -4,942,837.993 (meters)                     COMP
 GV5940  Z           -   3,843,628.891 (meters)                     COMP
 GV5940  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 GV5940  ELLIP HEIGHT-         -29.61  (meters)          (06/04/02) GPS OBS
 GV5940  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 GV5940
 GV5940  HORZ ORDER  -  SECOND
 GV5940  ELLP ORDER  -  FOURTH    CLASS II
 GV5940
 GV5940.The horizontal coordinates were established by GPS observations
 GV5940.and adjusted by the National Geodetic Survey in September 1995..
 GV5940
 GV5940.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5940
 GV5940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5940
 GV5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5940
 GV5940.The ellipsoidal height was determined by GPS observations
 GV5940.and is referenced to NAD 83.
 GV5940
 GV5940.The geoid height was determined by GEOID03.
 GV5940
 GV5940;                    North         East     Units Scale Factor Converg.
 GV5940;SPC VA S     - 1,108,523.073 3,663,862.813   MT  0.99994616   +1 07 18.5
 GV5940;SPC VA S     - 3,636,879.45 12,020,523.25   sFT  0.99994616   +1 07 18.5
 GV5940;UTM  18      - 4,129,075.527   353,609.428   MT  0.99986399   -1 00 03.6
 GV5940
 GV5940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5940!SPC VA S     -   1.00000465  x   0.99994616  =   0.99995081
 GV5940!UTM  18      -   1.00000465  x   0.99986399  =   0.99986864
 GV5940
 GV5940                          SUPERSEDED SURVEY CONTROL
 GV5940
 GV5940  ELLIP H (09/08/95)  -29.40   (m)                       GP(       ) 4 2
 GV5940  NAD 83(1993)-  37 17 48.43586(N)    076 39 05.98587(W) AD(       ) 2
 GV5940  ELLIP H (11/14/94)  -29.57   (m)                       GP(       ) 4 2
 GV5940  NAD 83(1986)-  37 17 48.44132(N)    076 39 06.00503(W) AD(       ) 2
 GV5940  NGVD 29 (12/05/90)    6.2    (m)           20.     (f) GPS OBS        
 GV5940
 GV5940.Superseded values are not recommended for survey control.
 GV5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5940.See file dsdata.txt to determine how the superseded data were derived.
 GV5940
 GV5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5360929076(NAD 83)
 GV5940_MARKER: DD = SURVEY DISK
 GV5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5940_SP_SET: CONCRETE POST
 GV5940_STAMPING: STATION NO. 030
 GV5940_MARK LOGO: VA-199
 GV5940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5940+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5940
 GV5940  HISTORY     - Date     Condition        Report By
 GV5940  HISTORY     - 1988     MONUMENTED       BSC
 GV5940
 GV5940                          STATION DESCRIPTION
 GV5940
 GV5940'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5940'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5940'STATION FROM THE JUNCTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE 641
 GV5940'(PENNIMAN ROAD), PROCEED IN A EASTERLY DIRECTION ALONG ROUTE 641 FOR
 GV5940'0.30 KM (0.20 MI) TO THE JUNCTION WITH HUBBARD LANE.  TURN LEFT ONTO
 GV5940'HUBBARD LANE AND PROCEED NORTH FOR 1.6 KM (1.00 MI) TO THE JUNCTION
 GV5940'WITH QUEENS DRIVE WEST.  BEAR RIGHT ONTO QUEENS DRIVE WEST (ROUTE 716)
 GV5940'AND CONTINUE IN A NORTHEASTERLY THEN SOUTHEASTERLY DIRECTION FOR
 GV5940'APPROXIMATELY 3.1 KM (1.95 MI) TO THE STATION ON THE LEFT.
 GV5940'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.15 M
 GV5940'(0.5 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED ADJACENT TO THE QUEENS
 GV5940'LAKE MARINA, 4.57 M (15.0 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE
 GV5940'716, 4.72 M (15.5 FT) NORTHEAST OF THE END OF THE GUARDRAIL.  THE
 GV5940'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5940'BEARING             DISTANCE
 GV5940'RM 1    N22 23 45E       42.95 M (140.9 FT)
 GV5940'RM 2    N67 57 44W        9.25 M (30.3 FT)
 GV5940'RM 3    S47 45 44W      172.46 M (565.8 FT)
 GV5940'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.18 M
 GV5940'(0.6 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5940'1.  IT IS LOCATED 3.66 M (12.0 FT) NORTHEAST OF THE CENTER LINE OF
 GV5940'ROUTE 716, WEST OF THE UTILITY SHED ON THE GROUNDS OF THE QUEENS LAKE
 GV5940'MARINA.
 GV5940'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5940'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5940'2.  IT IS LOCATED 3.81 M (12.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5940'ROUTE 716, 8.23 M (27.0 FT) SOUTHWEST OF THE EDGE OF A CONCRETE
 GV5940'CULVERT PIPE.
 GV5940'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5940'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5940'3.  IT IS LOCATED 7.62 M (25.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5940'ROUTE 716, 1.22 M (4.0 FT) NORTHWEST OF THE EDGE OF THE ADJACENT
 GV5940'ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6062 ***********************************************************************
 GV6062  DESIGNATION -  0301
 GV6062  PID         -  GV6062
 GV6062  STATE/COUNTY-  VA/JAMES CITY
 GV6062  USGS QUAD   -  NORGE (1984)
 GV6062
 GV6062                         *CURRENT SURVEY CONTROL
 GV6062  ___________________________________________________________________
 GV6062* NAD 83(1993)-  37 22 26.93884(N)    076 50 57.81883(W)     ADJUSTED  
 GV6062* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 GV6062  ___________________________________________________________________
 GV6062  X           -   1,154,596.099 (meters)                     COMP
 GV6062  Y           -  -4,941,804.757 (meters)                     COMP
 GV6062  Z           -   3,850,470.658 (meters)                     COMP
 GV6062  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV6062  ELLIP HEIGHT-          -4.72  (meters)          (06/04/02) GPS OBS
 GV6062  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 GV6062
 GV6062  HORZ ORDER  -  SECOND
 GV6062  ELLP ORDER  -  FOURTH    CLASS II
 GV6062
 GV6062.The horizontal coordinates were established by GPS observations
 GV6062.and adjusted by the National Geodetic Survey in September 1995..
 GV6062
 GV6062.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6062
 GV6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6062
 GV6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6062
 GV6062.The ellipsoidal height was determined by GPS observations
 GV6062.and is referenced to NAD 83.
 GV6062
 GV6062.The geoid height was determined by GEOID03.
 GV6062
 GV6062;                    North         East     Units Scale Factor Converg.
 GV6062;SPC VA S     - 1,116,782.402 3,646,184.734   MT  0.99994541   +1 00 06.5
 GV6062;SPC VA S     - 3,663,976.93 11,962,524.41   sFT  0.99994541   +1 00 06.5
 GV6062;UTM  18      - 4,137,983.840   336,250.409   MT  0.99993030   -1 07 22.3
 GV6062
 GV6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6062!SPC VA S     -   1.00000074  x   0.99994541  =   0.99994615
 GV6062!UTM  18      -   1.00000074  x   0.99993030  =   0.99993104
 GV6062
 GV6062                          SUPERSEDED SURVEY CONTROL
 GV6062
 GV6062  ELLIP H (09/08/95)   -4.49   (m)                       GP(       ) 4 2
 GV6062  NAD 83(1993)-  37 22 26.93924(N)    076 50 57.82413(W) AD(       ) 2
 GV6062  ELLIP H (11/14/94)   -4.66   (m)                       GP(       ) 4 2
 GV6062  NAD 83(1986)-  37 22 26.94358(N)    076 50 57.84063(W) AD(       ) 2
 GV6062  NGVD 29 (02/21/92)   30.4    (m)          100.     (f) GPS OBS        
 GV6062
 GV6062.Superseded values are not recommended for survey control.
 GV6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6062.See file dsdata.txt to determine how the superseded data were derived.
 GV6062
 GV6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3625037984(NAD 83)
 GV6062_MARKER: DD = SURVEY DISK
 GV6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6062_SP_SET: CONCRETE POST
 GV6062_STAMPING: STATION NO 301
 GV6062_MARK LOGO: VA-095
 GV6062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6062+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6062
 GV6062  HISTORY     - Date     Condition        Report By
 GV6062  HISTORY     - 1990     MONUMENTED       RSA
 GV6062  HISTORY     - 19971018 GOOD             USPSQD
 GV6062  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6062
 GV6062                          STATION DESCRIPTION
 GV6062
 GV6062'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6062'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6062'STATION FROM THE JUNCTION OF ROUTE 610 (FORGE ROAD) AND U.S.60 IN THE
 GV6062'TOWN OF TOANO, PROCEED ON A WESTERLY DIRECTION ALONG ROUTE 610 (FORGE
 GV6062'ROAD) FOR APPROXIMATELY 4.9 KM (3.0 MI) . THE STATION IS
 GV6062'APPROXIMATELY 635 M (2083.3 FT) EAST OF THE INTERSECTION OF ROUTE 610
 GV6062'AND ROUTE 603 ON THE RIGHT NEAR A CULTIVATED FIELD.  THE STATION IS A
 GV6062'3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .20 M (0.66 FT) BELOW
 GV6062'THE GROUND SURFACE, STAMPED STATION NO. 301.  THE DISK IS LOCATED
 GV6062'6.58 M (21.59 FT) NORTH OF THE CENTERLINE OF THE PAVEMENT OF ROUTE
 GV6062'61, 104.02 M (341.27 FT) EAST OF UTILITY POLE NUMBER 17225, 16.49 M
 GV6062'(54.10 FT) WEST OF UTILITY POLE NUMBER SR46, AND 14.48 M (47.51 FT)
 GV6062'SOUTHWEST OF A WOOD SIGN (VAUX HALL NUMBER 1928).
 GV6062
 GV6062                          STATION RECOVERY (1997)
 GV6062
 GV6062'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6062'RECOVERED IN GOOD CONDITION.
 GV6062
 GV6062                          STATION RECOVERY (2002)
 GV6062
 GV6062'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6063 ***********************************************************************
 GV6063  DESIGNATION -  0302
 GV6063  PID         -  GV6063
 GV6063  STATE/COUNTY-  VA/JAMES CITY
 GV6063  USGS QUAD   -  TOANO (1986)
 GV6063
 GV6063                         *CURRENT SURVEY CONTROL
 GV6063  ___________________________________________________________________
 GV6063* NAD 83(1993)-  37 23 50.56495(N)    076 47 17.59288(W)     ADJUSTED  
 GV6063* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 GV6063  ___________________________________________________________________
 GV6063  X           -   1,159,512.913 (meters)                     COMP
 GV6063  Y           -  -4,939,040.771 (meters)                     COMP
 GV6063  Z           -   3,852,515.626 (meters)                     COMP
 GV6063  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 GV6063  ELLIP HEIGHT-         -10.51  (meters)          (06/04/02) GPS OBS
 GV6063  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV6063
 GV6063  HORZ ORDER  -  SECOND
 GV6063  ELLP ORDER  -  FOURTH    CLASS II
 GV6063
 GV6063.The horizontal coordinates were established by GPS observations
 GV6063.and adjusted by the National Geodetic Survey in September 1995..
 GV6063
 GV6063.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6063
 GV6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6063
 GV6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6063
 GV6063.The ellipsoidal height was determined by GPS observations
 GV6063.and is referenced to NAD 83.
 GV6063
 GV6063.The geoid height was determined by GEOID03.
 GV6063
 GV6063;                    North         East     Units Scale Factor Converg.
 GV6063;SPC VA S     - 1,119,456.442 3,651,555.229   MT  0.99994554   +1 02 20.1
 GV6063;SPC VA S     - 3,672,750.01 11,980,144.11   sFT  0.99994554   +1 02 20.1
 GV6063;UTM  18      - 4,140,456.846   341,716.217   MT  0.99990862   -1 05 10.6
 GV6063
 GV6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6063!SPC VA S     -   1.00000165  x   0.99994554  =   0.99994719
 GV6063!UTM  18      -   1.00000165  x   0.99990862  =   0.99991027
 GV6063
 GV6063                          SUPERSEDED SURVEY CONTROL
 GV6063
 GV6063  ELLIP H (09/08/95)  -10.26   (m)                       GP(       ) 4 2
 GV6063  NAD 83(1993)-  37 23 50.56561(N)    076 47 17.59871(W) AD(       ) 2
 GV6063  ELLIP H (11/14/94)  -10.45   (m)                       GP(       ) 4 2
 GV6063  NAD 83(1986)-  37 23 50.57042(N)    076 47 17.61575(W) AD(       ) 2
 GV6063  NGVD 29 (02/21/92)   24.7    (m)           81.     (f) GPS OBS        
 GV6063
 GV6063.Superseded values are not recommended for survey control.
 GV6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6063.See file dsdata.txt to determine how the superseded data were derived.
 GV6063
 GV6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4171640457(NAD 83)
 GV6063_MARKER: DD = SURVEY DISK
 GV6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6063_SP_SET: CONCRETE POST
 GV6063_STAMPING: STATION NO 302
 GV6063_MARK LOGO: VA-095
 GV6063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6063+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6063
 GV6063  HISTORY     - Date     Condition        Report By
 GV6063  HISTORY     - 1990     MONUMENTED       RSA
 GV6063  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV6063  HISTORY     - 20021217 GOOD             USPSQD
 GV6063  HISTORY     - 20051209 GOOD             USPSQD
 GV6063
 GV6063                          STATION DESCRIPTION
 GV6063
 GV6063'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6063'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6063'STATION FROM THE JUNCTION OF ROUTE 30 (ROCHAMBEAU DRIVE) AND ROUTE
 GV6063'607 (CROAKER ROAD) NEAR THE TOWN OF NORGE, PROCEED IN A WESTERLY
 GV6063'DIRECTION ALONG ROUTE 30 FOR APPROXIMATELY 2.7 KM (1.7 MI) . THE
 GV6063'STATION IS IN THE MEDIAN STRIP ON THE EAST SIDE OF A TURNOUT LOCATED
 GV6063'BETWEEN TWO DIRT ROADS ON THE WESTBOUND SIDE OF ROUTE 30, .16 KM
 GV6063'(0.10 MI) EAST OF THE INTERSECTION OF ROUTE 746 (OLD STAGE ROAD)
 GV6063'.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M
 GV6063'(0.26 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 302.  THE
 GV6063'DISK IS LOCATED .16 KM (0.10 MI) EAST OF ROUTE 746, 8.99 M
 GV6063'(29.49 FT) SOUTH OF THE CENTERLINE OF THE PAVEMENT OF THE WESTBOUND
 GV6063'LANES OF ROUTE 30, 20.15 M (66.11 FT) SOUTHEAST OF A REFLECTOR SIGN,
 GV6063'AND 20.67 M (67.81 FT) EAST OF A ONE WAY SIGN.
 GV6063
 GV6063                          STATION RECOVERY (1997)
 GV6063
 GV6063'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6063'MARK NOT FOUND.
 GV6063
 GV6063                          STATION RECOVERY (2002)
 GV6063
 GV6063'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6063'RECOVERED IN GOOD CONDITION.
 GV6063
 GV6063                          STATION RECOVERY (2005)
 GV6063
 GV6063'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6064 ***********************************************************************
 GV6064  DESIGNATION -  0303
 GV6064  PID         -  GV6064
 GV6064  STATE/COUNTY-  VA/JAMES CITY
 GV6064  USGS QUAD   -  TOANO (1986)
 GV6064
 GV6064                         *CURRENT SURVEY CONTROL
 GV6064  ___________________________________________________________________
 GV6064* NAD 83(1993)-  37 23 24.58177(N)    076 48 13.91154(W)     ADJUSTED  
 GV6064* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 GV6064  ___________________________________________________________________
 GV6064  X           -   1,158,277.150 (meters)                     COMP
 GV6064  Y           -  -4,939,838.417 (meters)                     COMP
 GV6064  Z           -   3,851,885.197 (meters)                     COMP
 GV6064  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV6064  ELLIP HEIGHT-          -0.66  (meters)          (06/04/02) GPS OBS
 GV6064  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 GV6064
 GV6064  HORZ ORDER  -  SECOND
 GV6064  ELLP ORDER  -  FOURTH    CLASS II
 GV6064
 GV6064.The horizontal coordinates were established by GPS observations
 GV6064.and adjusted by the National Geodetic Survey in September 1995..
 GV6064
 GV6064.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6064
 GV6064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6064
 GV6064.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6064
 GV6064.The ellipsoidal height was determined by GPS observations
 GV6064.and is referenced to NAD 83.
 GV6064
 GV6064.The geoid height was determined by GEOID03.
 GV6064
 GV6064;                    North         East     Units Scale Factor Converg.
 GV6064;SPC VA S     - 1,118,630.575 3,650,184.696   MT  0.99994548   +1 01 45.9
 GV6064;SPC VA S     - 3,670,040.48 11,975,647.62   sFT  0.99994548   +1 01 45.9
 GV6064;UTM  18      - 4,139,682.395   340,316.050   MT  0.99991410   -1 05 44.2
 GV6064
 GV6064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6064!SPC VA S     -   1.00000010  x   0.99994548  =   0.99994558
 GV6064!UTM  18      -   1.00000010  x   0.99991410  =   0.99991420
 GV6064
 GV6064                          SUPERSEDED SURVEY CONTROL
 GV6064
 GV6064  ELLIP H (09/08/95)   -0.41   (m)                       GP(       ) 4 2
 GV6064  NAD 83(1993)-  37 23 24.58234(N)    076 48 13.91719(W) AD(       ) 2
 GV6064  ELLIP H (11/14/94)   -0.59   (m)                       GP(       ) 4 2
 GV6064  NAD 83(1986)-  37 23 24.58711(N)    076 48 13.93372(W) AD(       ) 2
 GV6064  NGVD 29 (02/21/92)   34.5    (m)          113.     (f) GPS OBS        
 GV6064
 GV6064.Superseded values are not recommended for survey control.
 GV6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6064.See file dsdata.txt to determine how the superseded data were derived.
 GV6064
 GV6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4031639682(NAD 83)
 GV6064_MARKER: DD = SURVEY DISK
 GV6064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6064_SP_SET: CONCRETE POST
 GV6064_STAMPING: STATION NO 303
 GV6064_MARK LOGO: VA-095
 GV6064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6064+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6064
 GV6064  HISTORY     - Date     Condition        Report By
 GV6064  HISTORY     - 1990     MONUMENTED       RSA
 GV6064  HISTORY     - 19971117 GOOD             USPSQD
 GV6064  HISTORY     - 20021217 GOOD             USPSQD
 GV6064  HISTORY     - 20051209 GOOD             USPSQD
 GV6064
 GV6064                          STATION DESCRIPTION
 GV6064
 GV6064'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6064'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6064'STATION FROM THE JUNCTION OF ROUTE 30 (BARHAMSVILLE ROAD) AND U.S. 60
 GV6064'(RICHMOND ROAD) NEAR THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6064'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 1.3 KM (0.8 MI) . THE
 GV6064'STATION IS EAST OF THE WESTBOUND LANE NEAR A MEDIAN CROSSOVER LOCATED
 GV6064'NORTH OF A RAILROAD UNDERPASS, AND .3 KM (0.2 MI) NORTHWEST OF THE
 GV6064'INTERSECTION OF ROUTE 754 (INDUSTRIAL BLVD).  THE STATION IS A 3.25
 GV6064'INCH DISK SET IN CONCRETE APPROXIMATELY .15 M (0.49 FT) BELOW THE
 GV6064'GROUND SURFACE, STAMPED STATION NO. 303.  THE DISK IS LOCATED .32 KM
 GV6064'(0.20 MI) NORTH OF THE INTERSECTION OF U.S.60 AND ROUTE 754, 10.09 M
 GV6064'(33.10 FT) EAST OF THE CENTERLINE OF THE PAVEMENT OF THE WESTBOUND
 GV6064'LANES OF U.S.60, 16.19 M (53.12 FT) NORTH OF CHESAPEAKE AND POTOMAC
 GV6064'TELEPHONE COMPANY UTILITY POLE NUMBER 1803.
 GV6064
 GV6064                          STATION RECOVERY (1997)
 GV6064
 GV6064'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6064'RECOVERED IN GOOD CONDITION.
 GV6064
 GV6064                          STATION RECOVERY (2002)
 GV6064
 GV6064'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6064'RECOVERED IN GOOD CONDITION.
 GV6064
 GV6064                          STATION RECOVERY (2005)
 GV6064
 GV6064'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6065 ***********************************************************************
 GV6065  DESIGNATION -  0304
 GV6065  PID         -  GV6065
 GV6065  STATE/COUNTY-  VA/JAMES CITY
 GV6065  USGS QUAD   -  TOANO (1986)
 GV6065
 GV6065                         *CURRENT SURVEY CONTROL
 GV6065  ___________________________________________________________________
 GV6065* NAD 83(1993)-  37 22 36.82353(N)    076 47 51.54714(W)     ADJUSTED  
 GV6065* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 GV6065  ___________________________________________________________________
 GV6065  X           -   1,159,016.560 (meters)                     COMP
 GV6065  Y           -  -4,940,581.596 (meters)                     COMP
 GV6065  Z           -   3,850,714.104 (meters)                     COMP
 GV6065  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GV6065  ELLIP HEIGHT-          -2.61  (meters)          (06/04/02) GPS OBS
 GV6065  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 GV6065
 GV6065  HORZ ORDER  -  SECOND
 GV6065  ELLP ORDER  -  FOURTH    CLASS II
 GV6065
 GV6065.The horizontal coordinates were established by GPS observations
 GV6065.and adjusted by the National Geodetic Survey in September 1995..
 GV6065
 GV6065.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6065
 GV6065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6065
 GV6065.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6065
 GV6065.The ellipsoidal height was determined by GPS observations
 GV6065.and is referenced to NAD 83.
 GV6065
 GV6065.The geoid height was determined by GEOID03.
 GV6065
 GV6065;                    North         East     Units Scale Factor Converg.
 GV6065;SPC VA S     - 1,117,168.451 3,650,761.256   MT  0.99994541   +1 01 59.5
 GV6065;SPC VA S     - 3,665,243.49 11,977,539.22   sFT  0.99994541   +1 01 59.5
 GV6065;UTM  18      - 4,138,199.948   340,837.985   MT  0.99991205   -1 05 29.4
 GV6065
 GV6065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6065!SPC VA S     -   1.00000041  x   0.99994541  =   0.99994582
 GV6065!UTM  18      -   1.00000041  x   0.99991205  =   0.99991246
 GV6065
 GV6065                          SUPERSEDED SURVEY CONTROL
 GV6065
 GV6065  ELLIP H (09/08/95)   -2.37   (m)                       GP(       ) 4 2
 GV6065  NAD 83(1993)-  37 22 36.82427(N)    076 47 51.55313(W) AD(       ) 2
 GV6065  ELLIP H (11/14/94)   -2.55   (m)                       GP(       ) 4 2
 GV6065  NAD 83(1986)-  37 22 36.82920(N)    076 47 51.57049(W) AD(       ) 2
 GV6065  NGVD 29 (02/21/92)   32.6    (m)          107.     (f) GPS OBS        
 GV6065
 GV6065.Superseded values are not recommended for survey control.
 GV6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6065.See file dsdata.txt to determine how the superseded data were derived.
 GV6065
 GV6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4083838200(NAD 83)
 GV6065_MARKER: DD = SURVEY DISK
 GV6065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6065_SP_SET: CONCRETE POST
 GV6065_STAMPING: STATION NO 304
 GV6065_MARK LOGO: VA-095
 GV6065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6065+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6065
 GV6065  HISTORY     - Date     Condition        Report By
 GV6065  HISTORY     - 1990     MONUMENTED       RSA
 GV6065  HISTORY     - 19971018 GOOD             USPSQD
 GV6065  HISTORY     - 20021217 GOOD             USPSQD
 GV6065  HISTORY     - 20051209 GOOD             USPSQD
 GV6065
 GV6065                          STATION DESCRIPTION
 GV6065
 GV6065'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6065'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6065'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S. 60
 GV6065'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A NORTHWESTERLY
 GV6065'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 1.4 KM (0.9 MI) . THE
 GV6065'STATION IS SOUTH OF THE EASTBOUND LANES OF U.S.60 JUST WEST OF THE
 GV6065'INTERSECTION OF ROUTE 1020 (TURLINGTON ROAD) NEAR A CATCH BASIN AND A
 GV6065'42 INCH PICKET FENCE. THE STATION IS A 3.25 INCH DISK SET IN
 GV6065'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6065'STAMPED STATION NO. 304.  THE DISK IS LOCATED NEAR THE INTERSECTION
 GV6065'OF U.S.60 AND ROUTE 1020, 1.07 M (3.51 FT) FROM THE BACK OF THE CURB
 GV6065'OF THE EASTBOUND LANES OF U.S.60, 1.43 M (4.69 FT) NORTH OF A 42 INCH
 GV6065'PICKET FENCE, 8.84 M (29.00 FT) SOUTHWEST OF A ROUTE SIGN, AND 3.57 M
 GV6065'(11.71 FT) SOUTHEAST OF THE CENTER OF A CATCH BASIN.
 GV6065
 GV6065                          STATION RECOVERY (1997)
 GV6065
 GV6065'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6065'RECOVERED IN GOOD CONDITION.
 GV6065
 GV6065                          STATION RECOVERY (2002)
 GV6065
 GV6065'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6065'RECOVERED IN GOOD CONDITION.
 GV6065
 GV6065                          STATION RECOVERY (2005)
 GV6065
 GV6065'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6066 ***********************************************************************
 GV6066  DESIGNATION -  0305
 GV6066  PID         -  GV6066
 GV6066  STATE/COUNTY-  VA/JAMES CITY
 GV6066  USGS QUAD   -  TOANO (1986)
 GV6066
 GV6066                         *CURRENT SURVEY CONTROL
 GV6066  ___________________________________________________________________
 GV6066* NAD 83(1993)-  37 22 34.14723(N)    076 46 26.42537(W)     ADJUSTED  
 GV6066* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 GV6066  ___________________________________________________________________
 GV6066  X           -   1,161,068.199 (meters)                     COMP
 GV6066  Y           -  -4,940,157.538 (meters)                     COMP
 GV6066  Z           -   3,850,653.176 (meters)                     COMP
 GV6066  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GV6066  ELLIP HEIGHT-           5.03  (meters)          (06/04/02) GPS OBS
 GV6066  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 GV6066
 GV6066  HORZ ORDER  -  SECOND
 GV6066  ELLP ORDER  -  FOURTH    CLASS II
 GV6066
 GV6066.The horizontal coordinates were established by GPS observations
 GV6066.and adjusted by the National Geodetic Survey in September 1995..
 GV6066
 GV6066.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6066
 GV6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6066
 GV6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6066
 GV6066.The ellipsoidal height was determined by GPS observations
 GV6066.and is referenced to NAD 83.
 GV6066
 GV6066.The geoid height was determined by GEOID03.
 GV6066
 GV6066;                    North         East     Units Scale Factor Converg.
 GV6066;SPC VA S     - 1,117,123.984 3,652,856.546   MT  0.99994541   +1 02 51.2
 GV6066;SPC VA S     - 3,665,097.60 11,984,413.52   sFT  0.99994541   +1 02 51.2
 GV6066;UTM  18      - 4,138,077.835   342,930.108   MT  0.99990390   -1 04 37.6
 GV6066
 GV6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6066!SPC VA S     -   0.99999921  x   0.99994541  =   0.99994462
 GV6066!UTM  18      -   0.99999921  x   0.99990390  =   0.99990311
 GV6066
 GV6066                          SUPERSEDED SURVEY CONTROL
 GV6066
 GV6066  ELLIP H (09/08/95)    5.28   (m)                       GP(       ) 4 2
 GV6066  NAD 83(1993)-  37 22 34.14799(N)    076 46 26.43142(W) AD(       ) 2
 GV6066  ELLIP H (11/14/94)    5.09   (m)                       GP(       ) 4 2
 GV6066  NAD 83(1986)-  37 22 34.15298(N)    076 46 26.44888(W) AD(       ) 2
 GV6066  NGVD 29 (02/21/92)   40.3    (m)          132.     (f) GPS OBS        
 GV6066
 GV6066.Superseded values are not recommended for survey control.
 GV6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6066.See file dsdata.txt to determine how the superseded data were derived.
 GV6066
 GV6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4293038078(NAD 83)
 GV6066_MARKER: DD = SURVEY DISK
 GV6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6066_SP_SET: CONCRETE POST
 GV6066_STAMPING: STATION NO 305
 GV6066_MARK LOGO: VA-095
 GV6066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6066+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6066
 GV6066  HISTORY     - Date     Condition        Report By
 GV6066  HISTORY     - 1990     MONUMENTED       RSA
 GV6066  HISTORY     - 19971018 GOOD             USPSQD
 GV6066  HISTORY     - 20021217 GOOD             USPSQD
 GV6066  HISTORY     - 20051209 GOOD             USPSQD
 GV6066
 GV6066                          STATION DESCRIPTION
 GV6066
 GV6066'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6066'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6066'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S.60
 GV6066'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A NORTHEASTERLY
 GV6066'DIRECTION ALONG ROUTE 607 FOR APPROXIMATELY .48 KM (0.30 MI) . THE
 GV6066'STATION IS LOCATED SOUTHEAST OF THE ROAD, SOUTHWEST OF A RAILROAD
 GV6066'UNDERPASS, AND SOUTHWEST OF A CONCRETE SWALE.  THE STATION IS A 3.25
 GV6066'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6066'GROUND SURFACE, STAMPED STATION NO. 305.  THE DISK IS LOCATED .46 M
 GV6066'(1.51 FT) SOUTHEAST OF A METAL GUARDRAIL, SOUTHEAST OF THE PAVEMENT
 GV6066'OF ROUTE 607, 8.60 M (28.22 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 GV6066'RAILROAD UNDERPASS ON ROUTE 607, AND SOUTHWEST OF A CONCRETE
 GV6066'SWALE.
 GV6066
 GV6066                          STATION RECOVERY (1997)
 GV6066
 GV6066'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6066'RECOVERED IN GOOD CONDITION.
 GV6066
 GV6066                          STATION RECOVERY (2002)
 GV6066
 GV6066'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6066'RECOVERED IN GOOD CONDITION.
 GV6066
 GV6066                          STATION RECOVERY (2005)
 GV6066
 GV6066'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6067 ***********************************************************************
 GV6067  DESIGNATION -  0306
 GV6067  PID         -  GV6067
 GV6067  STATE/COUNTY-  VA/JAMES CITY
 GV6067  USGS QUAD   -  NORGE (1984)
 GV6067
 GV6067                         *CURRENT SURVEY CONTROL
 GV6067  ___________________________________________________________________
 GV6067* NAD 83(1993)-  37 21 54.66002(N)    076 46 02.63632(W)     ADJUSTED  
 GV6067* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 GV6067  ___________________________________________________________________
 GV6067  X           -   1,161,805.326 (meters)                     COMP
 GV6067  Y           -  -4,940,735.377 (meters)                     COMP
 GV6067  Z           -   3,849,679.833 (meters)                     COMP
 GV6067  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV6067  ELLIP HEIGHT-          -4.66  (meters)          (06/04/02) GPS OBS
 GV6067  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 GV6067
 GV6067  HORZ ORDER  -  SECOND
 GV6067  ELLP ORDER  -  FOURTH    CLASS II
 GV6067
 GV6067.The horizontal coordinates were established by GPS observations
 GV6067.and adjusted by the National Geodetic Survey in September 1995..
 GV6067
 GV6067.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6067
 GV6067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6067
 GV6067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6067
 GV6067.The ellipsoidal height was determined by GPS observations
 GV6067.and is referenced to NAD 83.
 GV6067
 GV6067.The geoid height was determined by GEOID03.
 GV6067
 GV6067;                    North         East     Units Scale Factor Converg.
 GV6067;SPC VA S     - 1,115,917.623 3,653,464.041   MT  0.99994540   +1 03 05.6
 GV6067;SPC VA S     - 3,661,139.73 11,986,406.61   sFT  0.99994540   +1 03 05.6
 GV6067;UTM  18      - 4,136,849.834   343,492.440   MT  0.99990173   -1 04 22.2
 GV6067
 GV6067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6067!SPC VA S     -   1.00000073  x   0.99994540  =   0.99994613
 GV6067!UTM  18      -   1.00000073  x   0.99990173  =   0.99990246
 GV6067
 GV6067|---------------------------------------------------------------------|
 GV6067| PID    Reference Object                     Distance      Geod. Az  |
 GV6067|                                                           dddmmss.s |
 GV6067| GV6150 341 RM 3 AZ MK                      256.224 METERS 21058     |
 GV6067|---------------------------------------------------------------------|
 GV6067
 GV6067                          SUPERSEDED SURVEY CONTROL
 GV6067
 GV6067  ELLIP H (09/08/95)   -4.42   (m)                       GP(       ) 4 2
 GV6067  NAD 83(1993)-  37 21 54.66082(N)    076 46 02.64243(W) AD(       ) 2
 GV6067  ELLIP H (11/14/94)   -4.59   (m)                       GP(       ) 4 2
 GV6067  NAD 83(1986)-  37 21 54.66580(N)    076 46 02.66001(W) AD(       ) 2
 GV6067  NGVD 29 (02/21/92)   30.7    (m)          101.     (f) GPS OBS        
 GV6067
 GV6067.Superseded values are not recommended for survey control.
 GV6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6067.See file dsdata.txt to determine how the superseded data were derived.
 GV6067
 GV6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4349236850(NAD 83)
 GV6067_MARKER: DD = SURVEY DISK
 GV6067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6067_SP_SET: CONCRETE POST
 GV6067_STAMPING: STATION NO 306
 GV6067_MARK LOGO: VA-095
 GV6067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6067+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6067
 GV6067  HISTORY     - Date     Condition        Report By
 GV6067  HISTORY     - 1990     MONUMENTED       RSA
 GV6067  HISTORY     - 19971116 GOOD             USPSQD
 GV6067  HISTORY     - 20050518 GOOD             USPSQD
 GV6067
 GV6067                          STATION DESCRIPTION
 GV6067
 GV6067'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6067'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6067'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S.60
 GV6067'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6067'DIRECTION ALONG U.S.60 FOR APPROXIMATELY 1.05 KM (0.65 MI) TO THE
 GV6067'INTERSECTION OF ROUTE 9634 (ENTRANCE TO NORGE SCHOOL).  THE STATION
 GV6067'IS LOCATED NORTHEAST OF THE U.S.60, BETWEEN THE EDGE OF THE WESTBOUND
 GV6067'LANES AND A SET OF RAILROAD TRACKS, NEAR A TEXACO GAS STATION.  THE
 GV6067'STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M
 GV6067'(0.26 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 306.  THE
 GV6067'DISK IS LOCATED 3.93 M (12.89 FT) NORTHEAST OF THE BACK OF THE CURB
 GV6067'OF U.S.60, 15.48 M (50.79 FT) SOUTHEAST OF UTILITY POLE NUMBER OH25,
 GV6067'AND 38.47 M (126.21 FT) NORTHWEST OF UTILITY POLE NUMBER
 GV6067'OH23.
 GV6067
 GV6067                          STATION RECOVERY (1997)
 GV6067
 GV6067'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6067'RECOVERED IN GOOD CONDITION.
 GV6067
 GV6067                          STATION RECOVERY (2005)
 GV6067
 GV6067'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6067'N 37 21.912
 GV6067'W 076 46.041
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6068 ***********************************************************************
 GV6068  DESIGNATION -  0307
 GV6068  PID         -  GV6068
 GV6068  STATE/COUNTY-  VA/JAMES CITY
 GV6068  USGS QUAD   -  NORGE (1984)
 GV6068
 GV6068                         *CURRENT SURVEY CONTROL
 GV6068  ___________________________________________________________________
 GV6068* NAD 83(1993)-  37 21 04.26011(N)    076 45 47.50482(W)     ADJUSTED  
 GV6068* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 GV6068  ___________________________________________________________________
 GV6068  X           -   1,162,384.650 (meters)                     COMP
 GV6068  Y           -  -4,941,572.128 (meters)                     COMP
 GV6068  Z           -   3,848,448.108 (meters)                     COMP
 GV6068  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 GV6068  ELLIP HEIGHT-           0.79  (meters)          (06/04/02) GPS OBS
 GV6068  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 GV6068
 GV6068  HORZ ORDER  -  SECOND
 GV6068  ELLP ORDER  -  FOURTH    CLASS II
 GV6068
 GV6068.The horizontal coordinates were established by GPS observations
 GV6068.and adjusted by the National Geodetic Survey in September 1995..
 GV6068
 GV6068.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6068
 GV6068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6068
 GV6068.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6068
 GV6068.The ellipsoidal height was determined by GPS observations
 GV6068.and is referenced to NAD 83.
 GV6068
 GV6068.The geoid height was determined by GEOID03.
 GV6068
 GV6068;                    North         East     Units Scale Factor Converg.
 GV6068;SPC VA S     - 1,114,371.033 3,653,864.877   MT  0.99994544   +1 03 14.8
 GV6068;SPC VA S     - 3,656,065.63 11,987,721.68   sFT  0.99994544   +1 03 14.8
 GV6068;UTM  18      - 4,135,289.519   343,835.659   MT  0.99990041   -1 04 11.8
 GV6068
 GV6068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6068!SPC VA S     -   0.99999988  x   0.99994544  =   0.99994532
 GV6068!UTM  18      -   0.99999988  x   0.99990041  =   0.99990029
 GV6068
 GV6068                          SUPERSEDED SURVEY CONTROL
 GV6068
 GV6068  ELLIP H (09/08/95)    1.02   (m)                       GP(       ) 4 2
 GV6068  NAD 83(1993)-  37 21 04.26094(N)    076 45 47.51097(W) AD(       ) 2
 GV6068  ELLIP H (11/14/94)    0.85   (m)                       GP(       ) 4 2
 GV6068  NAD 83(1986)-  37 21 04.26591(N)    076 45 47.52864(W) AD(       ) 2
 GV6068  NGVD 29 (02/21/92)   36.2    (m)          119.     (f) GPS OBS        
 GV6068
 GV6068.Superseded values are not recommended for survey control.
 GV6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6068.See file dsdata.txt to determine how the superseded data were derived.
 GV6068
 GV6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4383635290(NAD 83)
 GV6068_MARKER: DD = SURVEY DISK
 GV6068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6068_SP_SET: CONCRETE POST
 GV6068_STAMPING: STATION NO 307
 GV6068_MARK LOGO: VA-095
 GV6068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6068+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 GV6068
 GV6068  HISTORY     - Date     Condition        Report By
 GV6068  HISTORY     - 1990     MONUMENTED       RSA
 GV6068  HISTORY     - 19971018 GOOD             USPSQD
 GV6068  HISTORY     - 20050517 GOOD             USPSQD
 GV6068  HISTORY     - 20050517 GOOD             USPSQD
 GV6068
 GV6068                          STATION DESCRIPTION
 GV6068
 GV6068'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6068'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6068'STATION FROM THE JUNCTION OF ROUTE 646 (LIGHTFOOT ROAD) AND U.S. 60
 GV6068'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A NORTHWESTERLY
 GV6068'DIRECTION ALONG ROUTE 60 FOR 1.37 KM (0.85 MI) . THE STATION IS
 GV6068'LOCATED IN THE MEDIAN, .88 KM (0.55 MI) SOUTH OF THE END OF THE
 GV6068'MEDIAN STRIP , NEAR A 24 INCH MAGNOLIA.  THE STATION IS A 3.25 INCH
 GV6068'DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6068'SURFACE, STAMPED STATION NO. 307.  THE DISK IS LOCATED 1.37 KM
 GV6068'(0.85 MI) NORTH OF ROUTE 646 IN THE MEDIAN OF U.S.60, 21.5 M
 GV6068'(70.5 FT) EAST OF THE CENTER LINE OF THE PAVEMENT OF THE WESTBOUND
 GV6068'LANES OF U.S.60, 60.17 M (197.41 FT) SOUTHEAST OF A STOPLIGHT AHEAD
 GV6068'SIGN, 35.60 M (116.80 FT) SOUTHWEST OF UTILITY POLE NUMBER QN35, AND
 GV6068'42.43 M (139.21 FT) NORTH OF A 24 INCH MAGNOLIA.
 GV6068
 GV6068                          STATION RECOVERY (1997)
 GV6068
 GV6068'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6068'RECOVERED IN GOOD CONDITION.
 GV6068
 GV6068                          STATION RECOVERY (2005)
 GV6068
 GV6068'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6068'N 37 21.071
 GV6068'W 076 45.791
 GV6068
 GV6068                          STATION RECOVERY (2005)
 GV6068
 GV6068'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6068'N 37 21.071
 GV6068'W 076 45.791
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6069 ***********************************************************************
 GV6069  DESIGNATION -  0308
 GV6069  PID         -  GV6069
 GV6069  STATE/COUNTY-  VA/JAMES CITY
 GV6069  USGS QUAD   -  NORGE (1984)
 GV6069
 GV6069                         *CURRENT SURVEY CONTROL
 GV6069  ___________________________________________________________________
 GV6069* NAD 83(1993)-  37 19 59.56006(N)    076 45 45.89955(W)     ADJUSTED  
 GV6069* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 GV6069  ___________________________________________________________________
 GV6069  X           -   1,162,699.870 (meters)                     COMP
 GV6069  Y           -  -4,942,739.620 (meters)                     COMP
 GV6069  Z           -   3,846,861.375 (meters)                     COMP
 GV6069  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 GV6069  ELLIP HEIGHT-          -0.77  (meters)          (06/04/02) GPS OBS
 GV6069  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV6069
 GV6069  HORZ ORDER  -  SECOND
 GV6069  ELLP ORDER  -  FOURTH    CLASS II
 GV6069
 GV6069.The horizontal coordinates were established by GPS observations
 GV6069.and adjusted by the National Geodetic Survey in September 1995..
 GV6069
 GV6069.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6069
 GV6069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6069
 GV6069.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6069
 GV6069.The ellipsoidal height was determined by GPS observations
 GV6069.and is referenced to NAD 83.
 GV6069
 GV6069.The geoid height was determined by GEOID03.
 GV6069
 GV6069;                    North         East     Units Scale Factor Converg.
 GV6069;SPC VA S     - 1,112,377.574 3,653,941.078   MT  0.99994558   +1 03 15.8
 GV6069;SPC VA S     - 3,649,525.42 11,987,971.69   sFT  0.99994558   +1 03 15.8
 GV6069;UTM  18      - 4,133,294.695   343,837.931   MT  0.99990040   -1 04 09.2
 GV6069
 GV6069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6069!SPC VA S     -   1.00000012  x   0.99994558  =   0.99994570
 GV6069!UTM  18      -   1.00000012  x   0.99990040  =   0.99990052
 GV6069
 GV6069                          SUPERSEDED SURVEY CONTROL
 GV6069
 GV6069  ELLIP H (09/08/95)   -0.54   (m)                       GP(       ) 4 2
 GV6069  NAD 83(1993)-  37 19 59.56091(N)    076 45 45.90576(W) AD(       ) 2
 GV6069  ELLIP H (11/14/94)   -0.71   (m)                       GP(       ) 4 2
 GV6069  NAD 83(1986)-  37 19 59.56589(N)    076 45 45.92353(W) AD(       ) 2
 GV6069  NGVD 29 (02/21/92)   34.7    (m)          114.     (f) GPS OBS        
 GV6069
 GV6069.Superseded values are not recommended for survey control.
 GV6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6069.See file dsdata.txt to determine how the superseded data were derived.
 GV6069
 GV6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4383833295(NAD 83)
 GV6069_MARKER: DD = SURVEY DISK
 GV6069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6069_SP_SET: CONCRETE POST
 GV6069_STAMPING: STATION NO 308
 GV6069_MARK LOGO: VA-095
 GV6069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6069+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6069
 GV6069  HISTORY     - Date     Condition        Report By
 GV6069  HISTORY     - 1990     MONUMENTED       RSA
 GV6069  HISTORY     - 19971118 GOOD             USPSQD
 GV6069  HISTORY     - 20021217 GOOD             USPSQD
 GV6069  HISTORY     - 20051209 GOOD             USPSQD
 GV6069
 GV6069                          STATION DESCRIPTION
 GV6069
 GV6069'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6069'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6069'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6069'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A WESTERLY
 GV6069'DIRECTION ALONG ROUTE 614 FOR 1.37 KM (0.85 MI) TO A VIRGINIA POWER
 GV6069'COMPANY RIGHT-OF-WAY. THE STATION IS LOCATED SOUTH OF  ROUTE 614,
 GV6069'WEST OF THE OVERHEAD POWER LINES AND NORTHEAST OF A NEWPORT NEWS
 GV6069'WATER TRANSMISSION MAIN CONCRETE MONUMENT (STA. 163+10).  THE STATION
 GV6069'IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .13 M (0.43 FT)
 GV6069'BELOW THE GROUND SURFACE, STAMPED STATION NO. 308.  THE DISK IS
 GV6069'LOCATED 5.21 M (17.09 FT) NORTHWEST OF WOODEN UTILITY POLE NUMBER
 GV6069'58-96, 55.32 M (181.50 FT) EAST OF A METAL UTILITY POLE NUMBER
 GV6069'285/335, AND 18.08 M (59.32 FT) SOUTHWEST OF UTILITY POLE NUMBER
 GV6069'209/370.
 GV6069
 GV6069                          STATION RECOVERY (1997)
 GV6069
 GV6069'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6069'RECOVERED IN GOOD CONDITION.
 GV6069
 GV6069                          STATION RECOVERY (2002)
 GV6069
 GV6069'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6069'RECOVERED IN GOOD CONDITION.
 GV6069
 GV6069                          STATION RECOVERY (2005)
 GV6069
 GV6069'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6070 ***********************************************************************
 GV6070  DESIGNATION -  0309
 GV6070  PID         -  GV6070
 GV6070  STATE/COUNTY-  VA/JAMES CITY
 GV6070  USGS QUAD   -  NORGE (1984)
 GV6070
 GV6070                         *CURRENT SURVEY CONTROL
 GV6070  ___________________________________________________________________
 GV6070* NAD 83(1993)-  37 18 58.22855(N)    076 47 22.67263(W)     ADJUSTED  
 GV6070* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 GV6070  ___________________________________________________________________
 GV6070  X           -   1,160,642.131 (meters)                     COMP
 GV6070  Y           -  -4,944,398.030 (meters)                     COMP
 GV6070  Z           -   3,845,355.732 (meters)                     COMP
 GV6070  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV6070  ELLIP HEIGHT-          -4.19  (meters)          (06/04/02) GPS OBS
 GV6070  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV6070
 GV6070  HORZ ORDER  -  SECOND
 GV6070  ELLP ORDER  -  FOURTH    CLASS II
 GV6070
 GV6070.The horizontal coordinates were established by GPS observations
 GV6070.and adjusted by the National Geodetic Survey in September 1995..
 GV6070
 GV6070.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6070
 GV6070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6070
 GV6070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6070
 GV6070.The ellipsoidal height was determined by GPS observations
 GV6070.and is referenced to NAD 83.
 GV6070
 GV6070.The geoid height was determined by GEOID03.
 GV6070
 GV6070;                    North         East     Units Scale Factor Converg.
 GV6070;SPC VA S     - 1,110,443.714 3,651,593.580   MT  0.99994580   +1 02 17.0
 GV6070;SPC VA S     - 3,643,180.75 11,980,269.94   sFT  0.99994580   +1 02 17.0
 GV6070;UTM  18      - 4,131,449.217   341,420.490   MT  0.99990978   -1 05 06.4
 GV6070
 GV6070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6070!SPC VA S     -   1.00000066  x   0.99994580  =   0.99994646
 GV6070!UTM  18      -   1.00000066  x   0.99990978  =   0.99991044
 GV6070
 GV6070:                Primary Azimuth Mark                     Grid Az
 GV6070:SPC VA S     -  309 RM 3 AZ MK                           211 12 44.8
 GV6070:UTM  18      -  309 RM 3 AZ MK                           213 20 08.2
 GV6070
 GV6070|---------------------------------------------------------------------|
 GV6070| PID    Reference Object                     Distance      Geod. Az  |
 GV6070|                                                           dddmmss.s |
 GV6070| GV6119 309 RM 3 AZ MK                      470.326 METERS 2121501.8 |
 GV6070|---------------------------------------------------------------------|
 GV6070
 GV6070                          SUPERSEDED SURVEY CONTROL
 GV6070
 GV6070  ELLIP H (09/08/95)   -3.96   (m)                       GP(       ) 4 2
 GV6070  NAD 83(1993)-  37 18 58.22942(N)    076 47 22.67889(W) AD(       ) 2
 GV6070  ELLIP H (11/14/94)   -4.13   (m)                       GP(       ) 4 2
 GV6070  NAD 83(1986)-  37 18 58.23447(N)    076 47 22.69685(W) AD(       ) 2
 GV6070  NGVD 29 (02/21/92)   31.2    (m)          102.     (f) GPS OBS        
 GV6070
 GV6070.Superseded values are not recommended for survey control.
 GV6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6070.See file dsdata.txt to determine how the superseded data were derived.
 GV6070
 GV6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4142031449(NAD 83)
 GV6070_MARKER: DD = SURVEY DISK
 GV6070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6070_SP_SET: CONCRETE POST
 GV6070_STAMPING: STATION NO 309 RESET 1990
 GV6070_MARK LOGO: VA-095
 GV6070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6070+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 GV6070
 GV6070  HISTORY     - Date     Condition        Report By
 GV6070  HISTORY     - 1990     MONUMENTED       RSA
 GV6070  HISTORY     - 19980126 GOOD             USPSQD
 GV6070  HISTORY     - 20021217 GOOD             USPSQD
 GV6070  HISTORY     - 20050517 GOOD             USPSQD
 GV6070
 GV6070                          STATION DESCRIPTION
 GV6070
 GV6070'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6070'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6070'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6070'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6070'DIRECTION ALONG ROUTE 614 FOR 4.88 KM (3.03 MI) TO THE INTERSECTION
 GV6070'OF ROUTE 612 (LONG HILL ROAD). THE STATION IS LOCATED EAST OF ROUTE
 GV6070'614, ACROSS FROM THE S.O.S. MARKET, NEAR A ROUTE SIGN.  THE STATION
 GV6070'IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .15 M (0.49 FT)
 GV6070'BELOW THE GROUND SURFACE, STAMPED STATION NO. 309 RESET 1990.  THE
 GV6070'DISK IS LOCATED APPROXIMATELY 7.62 M (25.00 FT) SOUTHEAST OF THE
 GV6070'CENTERLINE OF THE PAVEMENT OF ROUTE 614, 4.33 M (14.21 FT) NORTHEAST
 GV6070'OF A ROUTE SIGN, AND 15.0 M (49.2 FT) SOUTHWEST OF A TELEPHONE
 GV6070'MANHOLE.
 GV6070
 GV6070                          STATION RECOVERY (1998)
 GV6070
 GV6070'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6070'RECOVERED IN GOOD CONDITION.
 GV6070
 GV6070                          STATION RECOVERY (2002)
 GV6070
 GV6070'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6070'RECOVERED IN GOOD CONDITION.
 GV6070
 GV6070                          STATION RECOVERY (2005)
 GV6070
 GV6070'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6070'N 37 18.971
 GV6070'W 076 47.378
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5941 ***********************************************************************
 GV5941  DESIGNATION -  031
 GV5941  PID         -  GV5941
 GV5941  STATE/COUNTY-  VA/YORK
 GV5941  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5941
 GV5941                         *CURRENT SURVEY CONTROL
 GV5941  ___________________________________________________________________
 GV5941* NAD 83(1993)-  37 16 59.74403(N)    076 39 03.34604(W)     ADJUSTED  
 GV5941* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 GV5941  ___________________________________________________________________
 GV5941  X           -   1,173,118.161 (meters)                     COMP
 GV5941  Y           -  -4,943,723.194 (meters)                     COMP
 GV5941  Z           -   3,842,446.676 (meters)                     COMP
 GV5941  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 GV5941  ELLIP HEIGHT-          -9.81  (meters)          (06/04/02) GPS OBS
 GV5941  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 GV5941
 GV5941  HORZ ORDER  -  SECOND
 GV5941  ELLP ORDER  -  FOURTH    CLASS II
 GV5941
 GV5941.The horizontal coordinates were established by GPS observations
 GV5941.and adjusted by the National Geodetic Survey in September 1995..
 GV5941
 GV5941.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5941
 GV5941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5941
 GV5941.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5941
 GV5941.The ellipsoidal height was determined by GPS observations
 GV5941.and is referenced to NAD 83.
 GV5941
 GV5941.The geoid height was determined by GEOID03.
 GV5941
 GV5941;                    North         East     Units Scale Factor Converg.
 GV5941;SPC VA S     - 1,107,023.648 3,663,957.039   MT  0.99994648   +1 07 20.1
 GV5941;SPC VA S     - 3,631,960.09 12,020,832.39   sFT  0.99994648   +1 07 20.1
 GV5941;UTM  18      - 4,127,573.764   353,648.049   MT  0.99986385   -1 00 00.9
 GV5941
 GV5941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5941!SPC VA S     -   1.00000154  x   0.99994648  =   0.99994802
 GV5941!UTM  18      -   1.00000154  x   0.99986385  =   0.99986539
 GV5941
 GV5941                          SUPERSEDED SURVEY CONTROL
 GV5941
 GV5941  ELLIP H (09/08/95)   -9.61   (m)                       GP(       ) 4 2
 GV5941  NAD 83(1993)-  37 16 59.74530(N)    076 39 03.35303(W) AD(       ) 2
 GV5941  ELLIP H (11/14/94)   -9.78   (m)                       GP(       ) 4 2
 GV5941  NAD 83(1986)-  37 16 59.75076(N)    076 39 03.37220(W) AD(       ) 2
 GV5941  NGVD 29 (12/05/90)   26.1    (m)           86.     (f) GPS OBS        
 GV5941
 GV5941.Superseded values are not recommended for survey control.
 GV5941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5941.See file dsdata.txt to determine how the superseded data were derived.
 GV5941
 GV5941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5364827574(NAD 83)
 GV5941_MARKER: DD = SURVEY DISK
 GV5941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5941_SP_SET: CONCRETE POST
 GV5941_STAMPING: STATION NO. 031
 GV5941_MARK LOGO: VA-199
 GV5941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5941+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5941
 GV5941  HISTORY     - Date     Condition        Report By
 GV5941  HISTORY     - 1988     MONUMENTED       BSC
 GV5941
 GV5941                          STATION DESCRIPTION
 GV5941
 GV5941'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5941'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5941'STATION FROM THE INTERSECTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE
 GV5941'641 (PENNIMAN ROAD), PROCEED IN A EASTERLY DIRECTION ALONG ROUTE 641
 GV5941'FOR 0.30 KM (0.20 MI) TO THE JUNCTION WITH HUBBARD LANE.  TURN LEFT
 GV5941'ONTO HUBBARD LANE AND PROCEED NORTH FOR 1.5 KM (0.95 MI) TO THE
 GV5941'JUNCTION WITH LAKEHEAD DRIVE AND PROCEED IN A EASTERLY DIRECTION FOR
 GV5941'APPROXIMATELY 1.9 KM (1.20 MI) TO THE STATION ON THE LEFT AT THE
 GV5941'ENTRANCE TO NEW QUATER PARK.
 GV5941'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5941'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 8.53 M (28.0 FT)
 GV5941'NORTHWEST OF THE CENTER LINE OF THE ASPHALT ENTRANCE ROAD TO THE PARK,
 GV5941'2.29 M (7.5 FT) SOUTH OF THE INSIDE CORNER OF THE WOOD FENCE.  THE
 GV5941'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5941'BEARING             DISTANCE
 GV5941'RM 1    S86 18 55E       24.65 M (80.9 FT)
 GV5941'RM 2    S31 02 39E       30.27 M (99.3 FT)
 GV5941'RM 3    S11 58 16W      159.53 M (523.4 FT)
 GV5941'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5941'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5941'1.  IT IS LOCATED 15.85 M (52.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5941'THE ASPHALT ENTRANCE ROAD TO NEW QUATER PARK, 0.30 M (1.0 FT)
 GV5941'SOUTHWEST OF THE WOOD FENCE.
 GV5941'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5941'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5941'2.  IT IS LOCATED ADJACENT TO THE NEW QUARTER PARK SIGN, 8.53 M
 GV5941'(28.0 FT) SOUTHEAST OF THE CENTER LINE OF THE ASPHALT ENTRANCE ROAD TO
 GV5941'NEW QUARTER PARK, 2.29 M (7.5 FT) NORTH OF THE NORTHERN METAL POST FOR
 GV5941'THE SIGN.
 GV5941'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5941'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5941'3.  IT IS LOCATED 8.08 M (26.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5941'1314 (LAKESHEAD DRIVE), 14.33 M (47.0 FT) NORTHEAST OF THE WOOD POST
 GV5941'OF THE STOP AHEAD SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6071 ***********************************************************************
 GV6071  DESIGNATION -  0310
 GV6071  PID         -  GV6071
 GV6071  STATE/COUNTY-  VA/JAMES CITY
 GV6071  USGS QUAD   -  NORGE (1984)
 GV6071
 GV6071                         *CURRENT SURVEY CONTROL
 GV6071  ___________________________________________________________________
 GV6071* NAD 83(1993)-  37 18 48.30473(N)    076 46 13.23509(W)     ADJUSTED  
 GV6071* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 GV6071  ___________________________________________________________________
 GV6071  X           -   1,162,346.993 (meters)                     COMP
 GV6071  Y           -  -4,944,179.010 (meters)                     COMP
 GV6071  Z           -   3,845,105.716 (meters)                     COMP
 GV6071  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV6071  ELLIP HEIGHT-         -15.24  (meters)          (06/04/02) GPS OBS
 GV6071  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 GV6071
 GV6071  HORZ ORDER  -  SECOND
 GV6071  ELLP ORDER  -  FOURTH    CLASS II
 GV6071
 GV6071.The horizontal coordinates were established by GPS observations
 GV6071.and adjusted by the National Geodetic Survey in September 1995..
 GV6071
 GV6071.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6071
 GV6071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6071
 GV6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6071
 GV6071.The ellipsoidal height was determined by GPS observations
 GV6071.and is referenced to NAD 83.
 GV6071
 GV6071.The geoid height was determined by GEOID03.
 GV6071
 GV6071;                    North         East     Units Scale Factor Converg.
 GV6071;SPC VA S     - 1,110,168.990 3,653,308.549   MT  0.99994584   +1 02 59.2
 GV6071;SPC VA S     - 3,642,279.43 11,985,896.46   sFT  0.99994584   +1 02 59.2
 GV6071;UTM  18      - 4,131,111.160   343,124.036   MT  0.99990316   -1 04 24.1
 GV6071
 GV6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6071!SPC VA S     -   1.00000239  x   0.99994584  =   0.99994823
 GV6071!UTM  18      -   1.00000239  x   0.99990316  =   0.99990555
 GV6071
 GV6071                          SUPERSEDED SURVEY CONTROL
 GV6071
 GV6071  ELLIP H (09/08/95)  -15.02   (m)                       GP(       ) 4 2
 GV6071  NAD 83(1993)-  37 18 48.30562(N)    076 46 13.24144(W) AD(       ) 2
 GV6071  ELLIP H (11/14/94)  -15.18   (m)                       GP(       ) 4 2
 GV6071  NAD 83(1986)-  37 18 48.31063(N)    076 46 13.25963(W) AD(       ) 2
 GV6071  NGVD 29 (02/21/92)   20.2    (m)           66.     (f) GPS OBS        
 GV6071
 GV6071.Superseded values are not recommended for survey control.
 GV6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6071.See file dsdata.txt to determine how the superseded data were derived.
 GV6071
 GV6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4312431111(NAD 83)
 GV6071_MARKER: DD = SURVEY DISK
 GV6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6071_SP_SET: CONCRETE POST
 GV6071_STAMPING: STATION NO 310
 GV6071_MARK LOGO: VA-095
 GV6071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6071+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 GV6071
 GV6071  HISTORY     - Date     Condition        Report By
 GV6071  HISTORY     - 1990     MONUMENTED       RSA
 GV6071  HISTORY     - 19971118 GOOD             USPSQD
 GV6071  HISTORY     - 20021217 GOOD             USPSQD
 GV6071  HISTORY     - 20050517 GOOD             USPSQD
 GV6071
 GV6071                          STATION DESCRIPTION
 GV6071
 GV6071'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6071'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6071'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6071'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6071'DIRECTION ALONG ROUTE 614 FOR 4.88 KM (3.03 MI) TO THE INTERSECTION
 GV6071'OF ROUTE 612 (LONG HILL ROAD). TURN SOUTHEAST ONTO ROUTE 612 AND
 GV6071'TRAVEL 1.69 KM (1.05 MI) .  THE STATION IS LOCATED NORTH OF ROUTE
 GV6071'612, ACROSS FROM ROUTE 1570 (LONGHILL GATE).  THE STATION IS A 3.25
 GV6071'INCH DISK SET IN CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE
 GV6071'GROUND SURFACE, STAMPED STATION NO. 310.  THE DISK IS LOCATED 5.46 M
 GV6071'(17.91 FT) NORTH OF THE CENTER LINE OF THE PAVEMENT OF ROUTE 612, AND
 GV6071'18.04 M (59.19 FT) WEST OF UTILITY POLE NUMBER MA55.
 GV6071
 GV6071                          STATION RECOVERY (1997)
 GV6071
 GV6071'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6071'RECOVERED IN GOOD CONDITION.
 GV6071
 GV6071                          STATION RECOVERY (2002)
 GV6071
 GV6071'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6071'RECOVERED IN GOOD CONDITION.
 GV6071
 GV6071                          STATION RECOVERY (2005)
 GV6071
 GV6071'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6071'N 37 18.805
 GV6071'W 076 46.221
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6072 ***********************************************************************
 GV6072  DESIGNATION -  0311
 GV6072  PID         -  GV6072
 GV6072  STATE/COUNTY-  VA/JAMES CITY
 GV6072  USGS QUAD   -  NORGE (1984)
 GV6072
 GV6072                         *CURRENT SURVEY CONTROL
 GV6072  ___________________________________________________________________
 GV6072* NAD 83(1993)-  37 18 10.59360(N)    076 46 13.07831(W)     ADJUSTED  
 GV6072* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 GV6072  ___________________________________________________________________
 GV6072  X           -   1,162,511.024 (meters)                     COMP
 GV6072  Y           -  -4,944,859.865 (meters)                     COMP
 GV6072  Z           -   3,844,177.721 (meters)                     COMP
 GV6072  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GV6072  ELLIP HEIGHT-         -20.67  (meters)          (06/04/02) GPS OBS
 GV6072  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 GV6072
 GV6072  HORZ ORDER  -  SECOND
 GV6072  ELLP ORDER  -  FOURTH    CLASS II
 GV6072
 GV6072.The horizontal coordinates were established by GPS observations
 GV6072.and adjusted by the National Geodetic Survey in September 1995..
 GV6072
 GV6072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6072
 GV6072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6072
 GV6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6072
 GV6072.The ellipsoidal height was determined by GPS observations
 GV6072.and is referenced to NAD 83.
 GV6072
 GV6072.The geoid height was determined by GEOID03.
 GV6072
 GV6072;                    North         East     Units Scale Factor Converg.
 GV6072;SPC VA S     - 1,109,006.733 3,653,333.708   MT  0.99994603   +1 02 59.3
 GV6072;SPC VA S     - 3,638,466.26 11,985,979.01   sFT  0.99994603   +1 02 59.3
 GV6072;UTM  18      - 4,129,948.818   343,106.123   MT  0.99990323   -1 04 23.1
 GV6072
 GV6072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6072!SPC VA S     -   1.00000324  x   0.99994603  =   0.99994927
 GV6072!UTM  18      -   1.00000324  x   0.99990323  =   0.99990647
 GV6072
 GV6072                          SUPERSEDED SURVEY CONTROL
 GV6072
 GV6072  ELLIP H (09/08/95)  -20.45   (m)                       GP(       ) 4 2
 GV6072  NAD 83(1993)-  37 18 10.59448(N)    076 46 13.08467(W) AD(       ) 2
 GV6072  ELLIP H (11/14/94)  -20.61   (m)                       GP(       ) 4 2
 GV6072  NAD 83(1986)-  37 18 10.59954(N)    076 46 13.10290(W) AD(       ) 2
 GV6072  NGVD 29 (02/21/92)   14.8    (m)           49.     (f) GPS OBS        
 GV6072
 GV6072.Superseded values are not recommended for survey control.
 GV6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6072.See file dsdata.txt to determine how the superseded data were derived.
 GV6072
 GV6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4310629949(NAD 83)
 GV6072_MARKER: DD = SURVEY DISK
 GV6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6072_SP_SET: CONCRETE POST
 GV6072_STAMPING: STATION NO 311
 GV6072_MARK LOGO: VA-095
 GV6072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6072+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6072
 GV6072  HISTORY     - Date     Condition        Report By
 GV6072  HISTORY     - 1990     MONUMENTED       RSA
 GV6072  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6072
 GV6072                          STATION DESCRIPTION
 GV6072
 GV6072'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6072'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6072'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6072'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6072'DIRECTION ALONG ROUTE 614 FOR 4.88 KM (3.03 MI) TO THE INTERSECTION
 GV6072'OF ROUTE 612 (LONG HILL ROAD). TURN SOUTHEAST ONTO ROUTE 612 AND
 GV6072'TRAVEL 1.2 KM (0.7 MI) TO THE INTERSECTION OF FORDS COLONY DRIVE.
 GV6072'TURN SOUTH ONTO FORD COLONY DRIVE AND GO APPROXIMATELY 365.76 M
 GV6072'(1200.00 FT) .  TURN LEFT ONTO JOHN POTT DRIVE.  THE STATION IS
 GV6072'LOCATED APPROXIMATELY .965 KM (0.600 MI) SOUTHEAST OF THE
 GV6072'INTERSECTION OF FORDS COLONY DRIVE AND JOHN POTT DRIVE, WEST OF JOHN
 GV6072'POTT DRIVE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6072'APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6072'STATION NO. 311.  THE DISK IS LOCATED .965 KM (0.600 MI) SOUTHEAST OF
 GV6072'THE INTERSECTION OF JOHN POTT DRIVE AND FORDS COLONY DRIVE , 4.79 M
 GV6072'(15.72 FT) WEST OF THE CENTERLINE OF THE PAVEMENT OF JOHN POTT DRIVE,
 GV6072'37.34 M (122.51 FT) NORTHWEST OF A TELEPHONE PEDESTAL, AND 16.92 M
 GV6072'(55.51 FT) SOUTHEAST OF AN 18 INCH OAK TREE.
 GV6072
 GV6072                          STATION RECOVERY (1997)
 GV6072
 GV6072'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6073 ***********************************************************************
 GV6073  DESIGNATION -  0312
 GV6073  PID         -  GV6073
 GV6073  STATE/COUNTY-  VA/JAMES CITY
 GV6073  USGS QUAD   -  NORGE (1984)
 GV6073
 GV6073                         *CURRENT SURVEY CONTROL
 GV6073  ___________________________________________________________________
 GV6073* NAD 83(1993)-  37 17 48.20277(N)    076 45 19.01717(W)     ADJUSTED  
 GV6073* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 GV6073  ___________________________________________________________________
 GV6073  X           -   1,163,904.302 (meters)                     COMP
 GV6073  Y           -  -4,944,968.357 (meters)                     COMP
 GV6073  Z           -   3,843,633.458 (meters)                     COMP
 GV6073  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV6073  ELLIP HEIGHT-         -12.69  (meters)          (06/04/02) GPS OBS
 GV6073  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV6073
 GV6073  HORZ ORDER  -  SECOND
 GV6073  ELLP ORDER  -  FOURTH    CLASS II
 GV6073
 GV6073.The horizontal coordinates were established by GPS observations
 GV6073.and adjusted by the National Geodetic Survey in September 1995..
 GV6073
 GV6073.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6073
 GV6073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6073
 GV6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6073
 GV6073.The ellipsoidal height was determined by GPS observations
 GV6073.and is referenced to NAD 83.
 GV6073
 GV6073.The geoid height was determined by GEOID03.
 GV6073
 GV6073;                    North         East     Units Scale Factor Converg.
 GV6073;SPC VA S     - 1,108,341.105 3,654,677.531   MT  0.99994616   +1 03 32.1
 GV6073;SPC VA S     - 3,636,282.44 11,990,387.87   sFT  0.99994616   +1 03 32.1
 GV6073;UTM  18      - 4,129,233.902   344,424.309   MT  0.99989815   -1 03 49.7
 GV6073
 GV6073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6073!SPC VA S     -   1.00000199  x   0.99994616  =   0.99994815
 GV6073!UTM  18      -   1.00000199  x   0.99989815  =   0.99990014
 GV6073
 GV6073|---------------------------------------------------------------------|
 GV6073| PID    Reference Object                     Distance      Geod. Az  |
 GV6073|                                                           dddmmss.s |
 GV6073| GV6122 312 RM 3 AZ MK                      330.068 METERS 02651     |
 GV6073|---------------------------------------------------------------------|
 GV6073
 GV6073                          SUPERSEDED SURVEY CONTROL
 GV6073
 GV6073  ELLIP H (09/08/95)  -12.47   (m)                       GP(       ) 4 2
 GV6073  NAD 83(1993)-  37 17 48.20364(N)    076 45 19.02357(W) AD(       ) 2
 GV6073  ELLIP H (11/14/94)  -12.63   (m)                       GP(       ) 4 2
 GV6073  NAD 83(1986)-  37 17 48.20862(N)    076 45 19.04175(W) AD(       ) 2
 GV6073  NGVD 29 (02/21/92)   22.9    (m)           75.     (f) GPS OBS        
 GV6073
 GV6073.Superseded values are not recommended for survey control.
 GV6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6073.See file dsdata.txt to determine how the superseded data were derived.
 GV6073
 GV6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4442429234(NAD 83)
 GV6073_MARKER: DD = SURVEY DISK
 GV6073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6073_SP_SET: CONCRETE POST
 GV6073_STAMPING: STATION NO 312
 GV6073_MARK LOGO: VA-095
 GV6073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6073+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6073
 GV6073  HISTORY     - Date     Condition        Report By
 GV6073  HISTORY     - 1990     MONUMENTED       RSA
 GV6073  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6073
 GV6073                          STATION DESCRIPTION
 GV6073
 GV6073'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6073'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6073'STATION FROM THE JUNCTION OF ROUTE 658 (OLD TOWNE ROAD) AND ROUTE 612
 GV6073'(LONG HILL ROAD) NEAR THE CITY OF WILLIAMSBURG, PROCEED IN A
 GV6073'SOUTHERLY DIRECTION ALONG ROUTE 612 FOR APPROXIMATELY 366 M
 GV6073'(1200.8 FT) .  TURN SOUTHWEST ONTO ROUTE 1510 (COUNTRY CLUB DRIVE),
 GV6073'THEN IMMEDIATELY TURN SOUTH ONTO WILLIAMSBURG WEST DRIVE.  THE
 GV6073'STATION IS LOCATED ALONG WILLIAMSBURG WEST DRIVE, 0.72 KM (0.45 MI)
 GV6073'EAST OF THE INTERSECTION WILLIAMSBURG WEST DRIVE AND EDINBURGH DRIVE
 GV6073'ON THE EAST SIDE OF WILLIAMSBURG WEST DRIVE.  THE STATION IS A 3.25
 GV6073'INCH DISK SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW THE
 GV6073'GROUND SURFACE, STAMPED STATION NO. 312.  THE DISK IS LOCATED ALONG
 GV6073'WILLIAMSBURG WEST DRIVE, 0.72 KM (0.45 MI) EAST OF THE INTERSECTION
 GV6073'OF WILLIAMSBURG WEST DRIVE AND EDINBURGH DRIVE, .56 KM (0.35 MI) WEST
 GV6073'OF ROUTE 1510, 8.87 M (29.10 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GV6073'PAVEMENT OF WILLIAMSBURG WEST DRIVE, 8.23 M (27.00 FT) NORTHWEST OF A
 GV6073'TELEPHONE PEDESTAL, AND 51.39 M (168.60 FT) SOUTHWEST OF A FIRE
 GV6073'HYDRANT.
 GV6073
 GV6073                          STATION RECOVERY (1997)
 GV6073
 GV6073'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6074 ***********************************************************************
 GV6074  DESIGNATION -  0313
 GV6074  PID         -  GV6074
 GV6074  STATE/COUNTY-  VA/JAMES CITY
 GV6074  USGS QUAD   -  NORGE (1984)
 GV6074
 GV6074                         *CURRENT SURVEY CONTROL
 GV6074  ___________________________________________________________________
 GV6074* NAD 83(1993)-  37 17 35.64899(N)    076 47 56.50841(W)     ADJUSTED  
 GV6074* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 GV6074  ___________________________________________________________________
 GV6074  X           -   1,160,183.121 (meters)                     COMP
 GV6074  Y           -  -4,946,089.373 (meters)                     COMP
 GV6074  Z           -   3,843,329.855 (meters)                     COMP
 GV6074  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV6074  ELLIP HEIGHT-          -5.63  (meters)          (06/04/02) GPS OBS
 GV6074  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 GV6074
 GV6074  HORZ ORDER  -  SECOND
 GV6074  ELLP ORDER  -  FOURTH    CLASS II
 GV6074
 GV6074.The horizontal coordinates were established by GPS observations
 GV6074.and adjusted by the National Geodetic Survey in September 1995..
 GV6074
 GV6074.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6074
 GV6074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6074
 GV6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6074
 GV6074.The ellipsoidal height was determined by GPS observations
 GV6074.and is referenced to NAD 83.
 GV6074
 GV6074.The geoid height was determined by GEOID03.
 GV6074
 GV6074;                    North         East     Units Scale Factor Converg.
 GV6074;SPC VA S     - 1,107,883.392 3,650,806.498   MT  0.99994624   +1 01 56.5
 GV6074;SPC VA S     - 3,634,780.76 11,977,687.65   sFT  0.99994624   +1 01 56.5
 GV6074;UTM  18      - 4,128,919.895   340,539.136   MT  0.99991323   -1 05 24.9
 GV6074
 GV6074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6074!SPC VA S     -   1.00000088  x   0.99994624  =   0.99994712
 GV6074!UTM  18      -   1.00000088  x   0.99991323  =   0.99991411
 GV6074
 GV6074|---------------------------------------------------------------------|
 GV6074| PID    Reference Object                     Distance      Geod. Az  |
 GV6074|                                                           dddmmss.s |
 GV6074| GV6123 313 RM 3 AZ MK                      342.478 METERS 18436     |
 GV6074|---------------------------------------------------------------------|
 GV6074
 GV6074                          SUPERSEDED SURVEY CONTROL
 GV6074
 GV6074  ELLIP H (09/08/95)   -5.42   (m)                       GP(       ) 4 2
 GV6074  NAD 83(1993)-  37 17 35.64989(N)    076 47 56.51484(W) AD(       ) 2
 GV6074  ELLIP H (11/14/94)   -5.58   (m)                       GP(       ) 4 2
 GV6074  NAD 83(1986)-  37 17 35.65505(N)    076 47 56.53345(W) AD(       ) 2
 GV6074  NGVD 29 (02/21/92)   29.8    (m)           98.     (f) GPS OBS        
 GV6074
 GV6074.Superseded values are not recommended for survey control.
 GV6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6074.See file dsdata.txt to determine how the superseded data were derived.
 GV6074
 GV6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4053928920(NAD 83)
 GV6074_MARKER: DD = SURVEY DISK
 GV6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6074_SP_SET: CONCRETE POST
 GV6074_STAMPING: STATION NO 313
 GV6074_MARK LOGO: VA-095
 GV6074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6074+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6074
 GV6074  HISTORY     - Date     Condition        Report By
 GV6074  HISTORY     - 1990     MONUMENTED       RSA
 GV6074  HISTORY     - 19980126 GOOD             USPSQD
 GV6074  HISTORY     - 20021217 GOOD             USPSQD
 GV6074  HISTORY     - 20051209 GOOD             USPSQD
 GV6074
 GV6074                          STATION DESCRIPTION
 GV6074
 GV6074'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6074'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6074'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6074'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6074'ALONG ROUTE 614 FOR 4.57 KM (2.84 MI) TO THE INTERSECTION OF
 GV6074'MANCHESTER ROAD (THE SERVICE ENTRANCE TO FORDS COLONY).  THE STATION
 GV6074'IS LOCATED EAST OF ROUTE 614 IN THE GRASS MEDIAN OF MANCHESTER
 GV6074'ROAD.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY
 GV6074'.05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 313.
 GV6074'THE DISK IS LOCATED IN THE GRASS MEDIAN OF MANCHESTER ROAD, .37 M
 GV6074'(1.21 FT) NORTHEAST OF THE BACK OF THE CURB, 13.14 M (43.11 FT)
 GV6074'SOUTHWEST OF THE SERVICE ENTRANCE SIGN, AND 14.72 M (48.29 FT)
 GV6074'SOUTHEAST OF A STOP SIGN.
 GV6074
 GV6074                          STATION RECOVERY (1998)
 GV6074
 GV6074'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6074'RECOVERED IN GOOD CONDITION.
 GV6074
 GV6074                          STATION RECOVERY (2002)
 GV6074
 GV6074'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6074'RECOVERED IN GOOD CONDITION.
 GV6074
 GV6074                          STATION RECOVERY (2005)
 GV6074
 GV6074'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6075 ***********************************************************************
 GV6075  DESIGNATION -  0314
 GV6075  PID         -  GV6075
 GV6075  STATE/COUNTY-  VA/JAMES CITY
 GV6075  USGS QUAD   -  NORGE (1984)
 GV6075
 GV6075                         *CURRENT SURVEY CONTROL
 GV6075  ___________________________________________________________________
 GV6075* NAD 83(1993)-  37 16 53.57751(N)    076 48 17.01987(W)     ADJUSTED  
 GV6075* NAVD 88     -        26.5    (meters)      87.     (feet)  VERTCON   
 GV6075  ___________________________________________________________________
 GV6075  X           -   1,159,870.073 (meters)                     COMP
 GV6075  Y           -  -4,946,967.355 (meters)                     COMP
 GV6075  Z           -   3,842,296.101 (meters)                     COMP
 GV6075  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV6075  ELLIP HEIGHT-          -8.68  (meters)          (06/04/02) GPS OBS
 GV6075  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV6075
 GV6075  HORZ ORDER  -  SECOND
 GV6075  ELLP ORDER  -  FOURTH    CLASS II
 GV6075
 GV6075.The horizontal coordinates were established by GPS observations
 GV6075.and adjusted by the National Geodetic Survey in September 1995..
 GV6075
 GV6075.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6075
 GV6075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6075
 GV6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6075
 GV6075.The ellipsoidal height was determined by GPS observations
 GV6075.and is referenced to NAD 83.
 GV6075
 GV6075.The geoid height was determined by GEOID03.
 GV6075
 GV6075;                    North         East     Units Scale Factor Converg.
 GV6075;SPC VA S     - 1,106,577.578 3,650,324.695   MT  0.99994652   +1 01 44.1
 GV6075;SPC VA S     - 3,630,496.60 11,976,106.94   sFT  0.99994652   +1 01 44.1
 GV6075;UTM  18      - 4,127,632.863   340,009.319   MT  0.99991532   -1 05 36.3
 GV6075
 GV6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6075!SPC VA S     -   1.00000136  x   0.99994652  =   0.99994788
 GV6075!UTM  18      -   1.00000136  x   0.99991532  =   0.99991668
 GV6075
 GV6075|---------------------------------------------------------------------|
 GV6075| PID    Reference Object                     Distance      Geod. Az  |
 GV6075|                                                           dddmmss.s |
 GV6075| GV6124 314 RM 3 AZ MK                      373.619 METERS 19624     |
 GV6075|---------------------------------------------------------------------|
 GV6075
 GV6075                          SUPERSEDED SURVEY CONTROL
 GV6075
 GV6075  ELLIP H (09/08/95)   -8.47   (m)                       GP(       ) 4 2
 GV6075  NAD 83(1993)-  37 16 53.57846(N)    076 48 17.02628(W) AD(       ) 2
 GV6075  ELLIP H (11/14/94)   -8.62   (m)                       GP(       ) 4 2
 GV6075  NAD 83(1986)-  37 16 53.58363(N)    076 48 17.04497(W) AD(       ) 2
 GV6075  NGVD 29 (02/21/92)   26.8    (m)           88.     (f) GPS OBS        
 GV6075
 GV6075.Superseded values are not recommended for survey control.
 GV6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6075.See file dsdata.txt to determine how the superseded data were derived.
 GV6075
 GV6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4000927633(NAD 83)
 GV6075_MARKER: DD = SURVEY DISK
 GV6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6075_SP_SET: CONCRETE POST
 GV6075_STAMPING: STATION NO 314
 GV6075_MARK LOGO: VA-095
 GV6075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6075+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6075
 GV6075  HISTORY     - Date     Condition        Report By
 GV6075  HISTORY     - 1990     MONUMENTED       RSA
 GV6075  HISTORY     - 19980126 GOOD             USPSQD
 GV6075  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6075
 GV6075                          STATION DESCRIPTION
 GV6075
 GV6075'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6075'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6075'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6075'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6075'ALONG ROUTE 614 3.23 KM (2.01 MI) TO THE INTERSECTION OF ROUTE 613
 GV6075'(NEWS ROAD). THE STATION IS LOCATED NORTHWEST OF ROUTE 614 NEAR A
 GV6075'SPLIT RAIL FENCE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6075'APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6075'STATION NO. 314.  THE DISK IS LOCATED NEAR THE INTERSECTION OF ROUTE
 GV6075'614 AND ROUTE 613, 6.92 M (22.70 FT) NORTHWEST OF THE CENTER LINE OF
 GV6075'THE PAVEMENT OF ROUTE 614, 2.74 M (8.99 FT) SOUTHEAST OF A 42 INCH
 GV6075'SPLIT RAIL FENCE, AND APPROXIMATELY 15.09 M (49.51 FT) NORTHEAST OF
 GV6075'UTILITY POLE NUMBER QH63.
 GV6075
 GV6075                          STATION RECOVERY (1998)
 GV6075
 GV6075'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6075'RECOVERED IN GOOD CONDITION.
 GV6075
 GV6075                          STATION RECOVERY (2002)
 GV6075
 GV6075'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6076 ***********************************************************************
 GV6076  DESIGNATION -  0315
 GV6076  PID         -  GV6076
 GV6076  STATE/COUNTY-  VA/JAMES CITY
 GV6076  USGS QUAD   -  NORGE (1984)
 GV6076
 GV6076                         *CURRENT SURVEY CONTROL
 GV6076  ___________________________________________________________________
 GV6076* NAD 83(1993)-  37 15 40.36200(N)    076 48 13.08379(W)     ADJUSTED  
 GV6076* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 GV6076  ___________________________________________________________________
 GV6076  X           -   1,160,275.265 (meters)                     COMP
 GV6076  Y           -  -4,948,270.665 (meters)                     COMP
 GV6076  Z           -   3,840,495.753 (meters)                     COMP
 GV6076  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GV6076  ELLIP HEIGHT-         -15.59  (meters)          (06/04/02) GPS OBS
 GV6076  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV6076
 GV6076  HORZ ORDER  -  SECOND
 GV6076  ELLP ORDER  -  FOURTH    CLASS II
 GV6076
 GV6076.The horizontal coordinates were established by GPS observations
 GV6076.and adjusted by the National Geodetic Survey in September 1995..
 GV6076
 GV6076.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6076
 GV6076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6076
 GV6076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6076
 GV6076.The ellipsoidal height was determined by GPS observations
 GV6076.and is referenced to NAD 83.
 GV6076
 GV6076.The geoid height was determined by GEOID03.
 GV6076
 GV6076;                    North         East     Units Scale Factor Converg.
 GV6076;SPC VA S     - 1,104,322.677 3,650,462.190   MT  0.99994711   +1 01 46.4
 GV6076;SPC VA S     - 3,623,098.65 11,976,558.04   sFT  0.99994711   +1 01 46.4
 GV6076;UTM  18      - 4,125,374.488   340,063.222   MT  0.99991511   -1 05 32.1
 GV6076
 GV6076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6076!SPC VA S     -   1.00000245  x   0.99994711  =   0.99994956
 GV6076!UTM  18      -   1.00000245  x   0.99991511  =   0.99991756
 GV6076
 GV6076|---------------------------------------------------------------------|
 GV6076| PID    Reference Object                     Distance      Geod. Az  |
 GV6076|                                                           dddmmss.s |
 GV6076| GV6125 315 RM 3 AZ MK                      367.491 METERS 15459     |
 GV6076|---------------------------------------------------------------------|
 GV6076
 GV6076                          SUPERSEDED SURVEY CONTROL
 GV6076
 GV6076  ELLIP H (09/08/95)  -15.38   (m)                       GP(       ) 4 2
 GV6076  NAD 83(1993)-  37 15 40.36297(N)    076 48 13.09020(W) AD(       ) 2
 GV6076  ELLIP H (11/14/94)  -15.54   (m)                       GP(       ) 4 2
 GV6076  NAD 83(1986)-  37 15 40.36821(N)    076 48 13.10894(W) AD(       ) 2
 GV6076  NGVD 29 (02/21/92)   19.9    (m)           65.     (f) GPS OBS        
 GV6076
 GV6076.Superseded values are not recommended for survey control.
 GV6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6076.See file dsdata.txt to determine how the superseded data were derived.
 GV6076
 GV6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4006325374(NAD 83)
 GV6076_MARKER: DD = SURVEY DISK
 GV6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6076_SP_SET: CONCRETE POST
 GV6076_STAMPING: STATION NO 315
 GV6076_MARK LOGO: VA-095
 GV6076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6076+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6076
 GV6076  HISTORY     - Date     Condition        Report By
 GV6076  HISTORY     - 1990     MONUMENTED       RSA
 GV6076  HISTORY     - 19980126 GOOD             USPSQD
 GV6076  HISTORY     - 20021217 GOOD             USPSQD
 GV6076  HISTORY     - 20051209 GOOD             USPSQD
 GV6076
 GV6076                          STATION DESCRIPTION
 GV6076
 GV6076'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6076'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6076'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6076'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6076'ALONG ROUTE 614 1.22 KM (0.76 MI) . THE STATION IS LOCATED EAST OF
 GV6076'ROUTE 614,SOUTHEAST OF A GROUP OF PINE TREES.  THE STATION IS A 3.25
 GV6076'INCH DISK SET IN CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE
 GV6076'GROUND SURFACE, STAMPED STATION NO. 315.  THE DISK IS LOCATED NEAR
 GV6076'ROUTE 614, 5.67 M (18.60 FT) EAST OF THE CENTERLINE OF THE PAVEMENT
 GV6076'OF ROUTE 614, 14.97 M (49.11 FT) SOUTHEAST OF A UTILITY POLE, AND
 GV6076'13.99 M (45.90 FT) SOUTHEAST OF A 12 INCH PINE TREE.
 GV6076
 GV6076                          STATION RECOVERY (1998)
 GV6076
 GV6076'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6076'RECOVERED IN GOOD CONDITION.
 GV6076
 GV6076                          STATION RECOVERY (2002)
 GV6076
 GV6076'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6076'RECOVERED IN GOOD CONDITION.
 GV6076
 GV6076                          STATION RECOVERY (2005)
 GV6076
 GV6076'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6077 ***********************************************************************
 GV6077  DESIGNATION -  0316
 GV6077  PID         -  GV6077
 GV6077  STATE/COUNTY-  VA/JAMES CITY
 GV6077  USGS QUAD   -  SURRY (1983)
 GV6077
 GV6077                         *CURRENT SURVEY CONTROL
 GV6077  ___________________________________________________________________
 GV6077* NAD 83(1993)-  37 14 15.61153(N)    076 47 11.58288(W)     ADJUSTED  
 GV6077* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 GV6077  ___________________________________________________________________
 GV6077  X           -   1,162,110.001 (meters)                     COMP
 GV6077  Y           -  -4,949,455.129 (meters)                     COMP
 GV6077  Z           -   3,838,409.032 (meters)                     COMP
 GV6077  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 GV6077  ELLIP HEIGHT-         -27.12  (meters)          (06/04/02) GPS OBS
 GV6077  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 GV6077
 GV6077  HORZ ORDER  -  SECOND
 GV6077  ELLP ORDER  -  FOURTH    CLASS II
 GV6077
 GV6077.The horizontal coordinates were established by GPS observations
 GV6077.and adjusted by the National Geodetic Survey in September 1995..
 GV6077
 GV6077.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6077
 GV6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6077
 GV6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6077
 GV6077.The ellipsoidal height was determined by GPS observations
 GV6077.and is referenced to NAD 83.
 GV6077
 GV6077.The geoid height was determined by GEOID03.
 GV6077
 GV6077;                    North         East     Units Scale Factor Converg.
 GV6077;SPC VA S     - 1,101,737.887 3,652,024.701   MT  0.99994796   +1 02 23.8
 GV6077;SPC VA S     - 3,614,618.38 11,981,684.37   sFT  0.99994796   +1 02 23.8
 GV6077;UTM  18      - 4,122,733.720   341,528.923   MT  0.99990936   -1 04 52.7
 GV6077
 GV6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6077!SPC VA S     -   1.00000426  x   0.99994796  =   0.99995222
 GV6077!UTM  18      -   1.00000426  x   0.99990936  =   0.99991362
 GV6077
 GV6077                          SUPERSEDED SURVEY CONTROL
 GV6077
 GV6077  ELLIP H (09/08/95)  -26.91   (m)                       GP(       ) 4 2
 GV6077  NAD 83(1993)-  37 14 15.61252(N)    076 47 11.58935(W) AD(       ) 2
 GV6077  NAD 83(1986)-  37 14 15.61791(N)    076 47 11.60830(W) AD(       ) 2
 GV6077  NGVD 29 (02/21/92)    8.4    (m)           28.     (f) GPS OBS        
 GV6077
 GV6077.Superseded values are not recommended for survey control.
 GV6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6077.See file dsdata.txt to determine how the superseded data were derived.
 GV6077
 GV6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4152922734(NAD 83)
 GV6077_MARKER: DD = SURVEY DISK
 GV6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6077_SP_SET: CONCRETE POST
 GV6077_STAMPING: STATION NO 316
 GV6077_MARK LOGO: VA-095
 GV6077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6077+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6077
 GV6077  HISTORY     - Date     Condition        Report By
 GV6077  HISTORY     - 1990     MONUMENTED       RSA
 GV6077  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6077  HISTORY     - 20030206 GOOD             USPSQD
 GV6077  HISTORY     - 20051209 GOOD             USPSQD
 GV6077
 GV6077                          STATION DESCRIPTION
 GV6077
 GV6077'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6077'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE
 GV6077'JAMESTOWN COLONIAL SETTLEMENT.  TO REACH THE STATION FROM THE
 GV6077'JUNCTION OF ROUTE 31 (JAMESTOWN ROAD) AND ROUTE 680 (4H CLUB ROAD).
 GV6077'PROCEED SOUTHWEST ALONG ROUTE 680 0.53 KM (0.33 MI) TO THE
 GV6077'INTERSECTION OF ROUTE 614 (GREENSPRINGS ROAD). THE STATION IS LOCATED
 GV6077'APPROXIMATELY 0.64 KM (0.40 MI) TO THE NORTH, NEAR THE INTERSECTION
 GV6077'OF ROUTE 614 AND ROUTE 1150 (MOTT LANE).  THE STATION IS A 3.25 INCH
 GV6077'DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6077'SURFACE, STAMPED STATION NO. 316.  THE DISK IS LOCATED NEAR THE
 GV6077'INTERSECTION OF ROUTE 614 AND ROUTE 1150, 8.38 M (27.49 FT) NORTHEAST
 GV6077'OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 614, 11.00 M (36.09 FT)
 GV6077'WEST OF THE EASTERN BUILDING LINE (EXTENDED) OF A ONE STORY STONE
 GV6077'RESIDENCE, AND 41.33 M (135.60 FT) NORTHWEST OF UTILITY POLE NUMBER
 GV6077'CF98.
 GV6077
 GV6077                          STATION RECOVERY (1998)
 GV6077
 GV6077'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6077'MARK NOT FOUND.
 GV6077
 GV6077                          STATION RECOVERY (2003)
 GV6077
 GV6077'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6077'RECOVERED IN GOOD CONDITION.
 GV6077
 GV6077                          STATION RECOVERY (2005)
 GV6077
 GV6077'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6078 ***********************************************************************
 GV6078  DESIGNATION -  0317
 GV6078  PID         -  GV6078
 GV6078  STATE/COUNTY-  VA/JAMES CITY
 GV6078  USGS QUAD   -  SURRY (1983)
 GV6078
 GV6078                         *CURRENT SURVEY CONTROL
 GV6078  ___________________________________________________________________
 GV6078* NAD 83(1993)-  37 13 57.10049(N)    076 46 41.39755(W)     ADJUSTED  
 GV6078* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 GV6078  ___________________________________________________________________
 GV6078  X           -   1,162,913.493 (meters)                     COMP
 GV6078  Y           -  -4,949,622.056 (meters)                     COMP
 GV6078  Z           -   3,837,955.396 (meters)                     COMP
 GV6078  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 GV6078  ELLIP HEIGHT-         -25.96  (meters)          (06/04/02) GPS OBS
 GV6078  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6078
 GV6078  HORZ ORDER  -  SECOND
 GV6078  ELLP ORDER  -  FOURTH    CLASS II
 GV6078
 GV6078.The horizontal coordinates were established by GPS observations
 GV6078.and adjusted by the National Geodetic Survey in September 1995..
 GV6078
 GV6078.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6078
 GV6078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6078
 GV6078.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6078
 GV6078.The ellipsoidal height was determined by GPS observations
 GV6078.and is referenced to NAD 83.
 GV6078
 GV6078.The geoid height was determined by GEOID03.
 GV6078
 GV6078;                    North         East     Units Scale Factor Converg.
 GV6078;SPC VA S     - 1,101,180.882 3,652,778.963   MT  0.99994816   +1 02 42.1
 GV6078;SPC VA S     - 3,612,790.94 11,984,158.98   sFT  0.99994816   +1 02 42.1
 GV6078;UTM  18      - 4,122,149.203   342,262.023   MT  0.99990650   -1 04 34.0
 GV6078
 GV6078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6078!SPC VA S     -   1.00000407  x   0.99994816  =   0.99995223
 GV6078!UTM  18      -   1.00000407  x   0.99990650  =   0.99991057
 GV6078
 GV6078:                Primary Azimuth Mark                     Grid Az
 GV6078:SPC VA S     -  316 RM 3 AZ MK                           268 42 49.6
 GV6078:UTM  18      -  316 RM 3 AZ MK                           270 50 05.7
 GV6078
 GV6078|---------------------------------------------------------------------|
 GV6078| PID    Reference Object                     Distance      Geod. Az  |
 GV6078|                                                           dddmmss.s |
 GV6078| GV6126 316 RM 3 AZ MK                      APPROX. 0.5 KM 2694531.7 |
 GV6078|---------------------------------------------------------------------|
 GV6078
 GV6078                          SUPERSEDED SURVEY CONTROL
 GV6078
 GV6078  ELLIP H (09/08/95)  -25.75   (m)                       GP(       ) 4 2
 GV6078  NAD 83(1986)-  37 13 57.10688(N)    076 46 41.42299(W) AD(       ) 2
 GV6078  NGVD 29 (02/21/92)    9.6    (m)           31.     (f) GPS OBS        
 GV6078
 GV6078.Superseded values are not recommended for survey control.
 GV6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6078.See file dsdata.txt to determine how the superseded data were derived.
 GV6078
 GV6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4226222149(NAD 83)
 GV6078_MARKER: DD = SURVEY DISK
 GV6078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6078_SP_SET: CONCRETE POST
 GV6078_STAMPING: STATION NO 317
 GV6078_MARK LOGO: VA-095
 GV6078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6078+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6078
 GV6078  HISTORY     - Date     Condition        Report By
 GV6078  HISTORY     - 1990     MONUMENTED       RSA
 GV6078  HISTORY     - 19980209 GOOD             USPSQD
 GV6078  HISTORY     - 20030206 GOOD             USPSQD
 GV6078  HISTORY     - 20051209 GOOD             USPSQD
 GV6078
 GV6078                          STATION DESCRIPTION
 GV6078
 GV6078'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6078'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE
 GV6078'JAMESTOWN COLONIAL SETTLEMENT.  TO REACH THE STATION FROM THE
 GV6078'JUNCTION OF ROUTE 31 (JAMESTOWN ROAD) AND ROUTE 680 (4H CLUB ROAD).
 GV6078'PROCEED SOUTHWEST ALONG ROUTE 680 APPROXIMATELY 91.44 M (300.00 FT)
 GV6078'. THE STATION IS LOCATED SOUTH OF ROUTE 680 NEAR A SANITARY
 GV6078'MANHOLE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6078'APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6078'STATION NO. 317.  THE DISK IS LOCATED APPROXIMATELY 91.44 M
 GV6078'(300.00 FT) WEST OF ROUTE 31, APPROXIMATELY 5.33 M (17.49 FT) SOUTH
 GV6078'OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 680, 7.32 M (24.02 FT)
 GV6078'EAST OF A SANITARY MANHOLE, AND 4.42 M (14.50 FT) NORTH OF UTILITY
 GV6078'POLE NUMBER HC42.
 GV6078
 GV6078                          STATION RECOVERY (1998)
 GV6078
 GV6078'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6078'RECOVERED IN GOOD CONDITION.
 GV6078
 GV6078                          STATION RECOVERY (2003)
 GV6078
 GV6078'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6078'RECOVERED IN GOOD CONDITION.
 GV6078
 GV6078                          STATION RECOVERY (2005)
 GV6078
 GV6078'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6079 ***********************************************************************
 GV6079  DESIGNATION -  0318
 GV6079  PID         -  GV6079
 GV6079  STATE/COUNTY-  VA/JAMES CITY
 GV6079  USGS QUAD   -  SURRY (1983)
 GV6079
 GV6079                         *CURRENT SURVEY CONTROL
 GV6079  ___________________________________________________________________
 GV6079* NAD 83(1993)-  37 14 16.32157(N)    076 45 27.87372(W)     ADJUSTED  
 GV6079* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 GV6079  ___________________________________________________________________
 GV6079  X           -   1,164,596.459 (meters)                     COMP
 GV6079  Y           -  -4,948,861.862 (meters)                     COMP
 GV6079  Z           -   3,838,430.017 (meters)                     COMP
 GV6079  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV6079  ELLIP HEIGHT-         -21.24  (meters)          (06/04/02) GPS OBS
 GV6079  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 GV6079
 GV6079  HORZ ORDER  -  SECOND
 GV6079  ELLP ORDER  -  FOURTH    CLASS II
 GV6079
 GV6079.The horizontal coordinates were established by GPS observations
 GV6079.and adjusted by the National Geodetic Survey in September 1995..
 GV6079
 GV6079.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6079
 GV6079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6079
 GV6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6079
 GV6079.The ellipsoidal height was determined by GPS observations
 GV6079.and is referenced to NAD 83.
 GV6079
 GV6079.The geoid height was determined by GEOID03.
 GV6079
 GV6079;                    North         East     Units Scale Factor Converg.
 GV6079;SPC VA S     - 1,101,806.553 3,654,579.989   MT  0.99994795   +1 03 26.7
 GV6079;SPC VA S     - 3,614,843.67 11,990,067.85   sFT  0.99994795   +1 03 26.7
 GV6079;UTM  18      - 4,122,707.757   344,084.891   MT  0.99989946   -1 03 49.9
 GV6079
 GV6079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6079!SPC VA S     -   1.00000333  x   0.99994795  =   0.99995128
 GV6079!UTM  18      -   1.00000333  x   0.99989946  =   0.99990279
 GV6079
 GV6079:                Primary Azimuth Mark                     Grid Az
 GV6079:SPC VA S     -  318 RM 3 AZ MK                           293 35 51.3
 GV6079:UTM  18      -  318 RM 3 AZ MK                           295 43 07.9
 GV6079
 GV6079|---------------------------------------------------------------------|
 GV6079| PID    Reference Object                     Distance      Geod. Az  |
 GV6079|                                                           dddmmss.s |
 GV6079| GV6127 318 RM 3 AZ MK                      435.022 METERS 2943918.0 |
 GV6079|---------------------------------------------------------------------|
 GV6079
 GV6079                          SUPERSEDED SURVEY CONTROL
 GV6079
 GV6079  ELLIP H (09/08/95)  -21.04   (m)                       GP(       ) 4 2
 GV6079  NAD 83(1993)-  37 14 16.32276(N)    076 45 27.87990(W) AD(       ) 2
 GV6079  NAD 83(1986)-  37 14 16.32801(N)    076 45 27.89923(W) AD(       ) 2
 GV6079  NGVD 29 (02/21/92)   14.4    (m)           47.     (f) GPS OBS        
 GV6079
 GV6079.Superseded values are not recommended for survey control.
 GV6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6079.See file dsdata.txt to determine how the superseded data were derived.
 GV6079
 GV6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4408522708(NAD 83)
 GV6079_MARKER: DD = SURVEY DISK
 GV6079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6079_SP_SET: CONCRETE POST
 GV6079_STAMPING: STATION NO 318
 GV6079_MARK LOGO: VA-095
 GV6079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6079+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6079
 GV6079  HISTORY     - Date     Condition        Report By
 GV6079  HISTORY     - 1990     MONUMENTED       RSA
 GV6079  HISTORY     - 19980109 GOOD             USPSQD
 GV6079  HISTORY     - 20030206 GOOD             USPSQD
 GV6079  HISTORY     - 20051209 GOOD             USPSQD
 GV6079
 GV6079                          STATION DESCRIPTION
 GV6079
 GV6079'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6079'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE
 GV6079'JAMESTOWN COLONIAL SETTLEMENT.  TO REACH THE STATION FROM THE
 GV6079'JUNCTION OF ROUTE 31 (JAMESTOWN ROAD) AND ROUTE 5/199 (STRAWBERRY
 GV6079'PLAINS ROAD).  PROCEED SOUTHWEST ALONG ROUTE 31 3.29 KM (2.04 MI) TO
 GV6079'THE INTERSECTION OF ROUTE 31 AND ROUTE 615 (IRONBOUND ROAD).  THE
 GV6079'STATION IS LOCATED SOUTH OF ROUTE 31 NEAR A POWER POLE.  THE STATION
 GV6079'IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT)
 GV6079'BELOW THE GROUND SURFACE, STAMPED STATION NO. 318.  THE DISK IS
 GV6079'LOCATED NEAR THE INTERSECTION OF ROUTE 31 AND ROUTE 615, 6.58 M
 GV6079'(21.59 FT) SOUTH OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 31, 9.11
 GV6079'M (29.89 FT) NORTHEAST OF UTILITY POLE NUMBER 51710, AND 2.87 M
 GV6079'(9.42 FT) WEST OF A ROUTE SIGN.
 GV6079
 GV6079                          STATION RECOVERY (1998)
 GV6079
 GV6079'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6079'RECOVERED IN GOOD CONDITION.
 GV6079
 GV6079                          STATION RECOVERY (2003)
 GV6079
 GV6079'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6079'RECOVERED IN GOOD CONDITION.
 GV6079
 GV6079                          STATION RECOVERY (2005)
 GV6079
 GV6079'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6080 ***********************************************************************
 GV6080  DESIGNATION -  0319
 GV6080  PID         -  GV6080
 GV6080  STATE/COUNTY-  VA/JAMES CITY
 GV6080  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6080
 GV6080                         *CURRENT SURVEY CONTROL
 GV6080  ___________________________________________________________________
 GV6080* NAD 83(1993)-  37 15 31.14128(N)    076 44 13.72439(W)     ADJUSTED  
 GV6080* NAVD 88     -        30.8    (meters)     101.     (feet)  VERTCON   
 GV6080  ___________________________________________________________________
 GV6080  X           -   1,166,058.188 (meters)                     COMP
 GV6080  Y           -  -4,947,096.958 (meters)                     COMP
 GV6080  Z           -   3,840,276.195 (meters)                     COMP
 GV6080  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 GV6080  ELLIP HEIGHT-          -4.55  (meters)          (06/04/02) GPS OBS
 GV6080  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV6080
 GV6080  HORZ ORDER  -  SECOND
 GV6080  ELLP ORDER  -  FOURTH    CLASS II
 GV6080
 GV6080.The horizontal coordinates were established by GPS observations
 GV6080.and adjusted by the National Geodetic Survey in September 1995..
 GV6080
 GV6080.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6080
 GV6080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6080
 GV6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6080
 GV6080.The ellipsoidal height was determined by GPS observations
 GV6080.and is referenced to NAD 83.
 GV6080
 GV6080.The geoid height was determined by GEOID03.
 GV6080
 GV6080;                    North         East     Units Scale Factor Converg.
 GV6080;SPC VA S     - 1,104,146.529 3,656,364.162   MT  0.99994720   +1 04 11.7
 GV6080;SPC VA S     - 3,622,520.74 11,995,921.42   sFT  0.99994720   +1 04 11.7
 GV6080;UTM  18      - 4,124,979.962   345,954.369   MT  0.99989232   -1 03 06.8
 GV6080
 GV6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6080!SPC VA S     -   1.00000071  x   0.99994720  =   0.99994791
 GV6080!UTM  18      -   1.00000071  x   0.99989232  =   0.99989303
 GV6080
 GV6080|---------------------------------------------------------------------|
 GV6080| PID    Reference Object                     Distance      Geod. Az  |
 GV6080|                                                           dddmmss.s |
 GV6080| GV6128 319 RM 3 AZ MK                      362.823 METERS 28559     |
 GV6080|---------------------------------------------------------------------|
 GV6080
 GV6080                          SUPERSEDED SURVEY CONTROL
 GV6080
 GV6080  ELLIP H (09/08/95)   -4.34   (m)                       GP(       ) 4 2
 GV6080  NAD 83(1993)-  37 15 31.14208(N)    076 44 13.73100(W) AD(       ) 2
 GV6080  ELLIP H (11/14/94)   -4.50   (m)                       GP(       ) 4 2
 GV6080  NAD 83(1986)-  37 15 31.14783(N)    076 44 13.75004(W) AD(       ) 2
 GV6080  NGVD 29 (02/21/92)   31.1    (m)          102.     (f) GPS OBS        
 GV6080
 GV6080.Superseded values are not recommended for survey control.
 GV6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6080.See file dsdata.txt to determine how the superseded data were derived.
 GV6080
 GV6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4595424980(NAD 83)
 GV6080_MARKER: DD = SURVEY DISK
 GV6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6080_SP_SET: CONCRETE POST
 GV6080_STAMPING: STATION NO 319
 GV6080_MARK LOGO: VA-095
 GV6080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6080+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6080
 GV6080  HISTORY     - Date     Condition        Report By
 GV6080  HISTORY     - 1990     MONUMENTED       RSA
 GV6080  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV6080
 GV6080                          STATION DESCRIPTION
 GV6080
 GV6080'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6080'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6080'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6080'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6080'ROUTE 5 0.76 KM (0.47 MI) TO THE INTERSECTION OF ROUTE 5 AND ROUTE
 GV6080'199 (STRAWBERRY PLAINS ROAD).  THE STATION IS LOCATED SOUTH OF THE
 GV6080'INTERSECTION, NEAR A METAL TRAFFIC LIGHT POLE.  THE STATION IS A 3.25
 GV6080'INCH DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE
 GV6080'GROUND SURFACE, STAMPED STATION NO. 319.  THE DISK IS LOCATED AT THE
 GV6080'SOUTHWEST CORNER OF THE INTERSECTION OF ROUTE 5 AND ROUTE 199, 9.72 M
 GV6080'(31.89 FT) SOUTHWEST CENTER LINE OF THE PAVEMENT OF THE SOUTHBOUND
 GV6080'LANES OF ROUTE 199, 9.57 M (31.40 FT) SOUTHEAST OF A METAL TRAFFIC
 GV6080'LIGHT POLE, 9.24 M (30.31 FT) EAST OF THE END OF A 42 INCH WOODEN AND
 GV6080'CHAINLINK FENCE.
 GV6080
 GV6080                          STATION RECOVERY (1997)
 GV6080
 GV6080'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5942 ***********************************************************************
 GV5942  DESIGNATION -  032
 GV5942  PID         -  GV5942
 GV5942  STATE/COUNTY-  VA/YORK
 GV5942  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5942
 GV5942                         *CURRENT SURVEY CONTROL
 GV5942  ___________________________________________________________________
 GV5942* NAD 83(1993)-  37 16 27.18668(N)    076 40 47.87252(W)     ADJUSTED  
 GV5942* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 GV5942  ___________________________________________________________________
 GV5942  X           -   1,170,751.990 (meters)                     COMP
 GV5942  Y           -  -4,944,905.217 (meters)                     COMP
 GV5942  Z           -   3,841,645.372 (meters)                     COMP
 GV5942  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5942  ELLIP HEIGHT-         -14.21  (meters)          (06/04/02) GPS OBS
 GV5942  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 GV5942
 GV5942  HORZ ORDER  -  SECOND
 GV5942  ELLP ORDER  -  FOURTH    CLASS II
 GV5942
 GV5942.The horizontal coordinates were established by GPS observations
 GV5942.and adjusted by the National Geodetic Survey in September 1995..
 GV5942
 GV5942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5942
 GV5942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5942
 GV5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5942
 GV5942.The ellipsoidal height was determined by GPS observations
 GV5942.and is referenced to NAD 83.
 GV5942
 GV5942.The geoid height was determined by GEOID03.
 GV5942
 GV5942;                    North         East     Units Scale Factor Converg.
 GV5942;SPC VA S     - 1,105,970.159 3,661,402.165   MT  0.99994672   +1 06 16.6
 GV5942;SPC VA S     - 3,628,503.76 12,012,450.27   sFT  0.99994672   +1 06 16.6
 GV5942;UTM  18      - 4,126,615.690   351,056.115   MT  0.99987328   -1 01 03.4
 GV5942
 GV5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5942!SPC VA S     -   1.00000223  x   0.99994672  =   0.99994895
 GV5942!UTM  18      -   1.00000223  x   0.99987328  =   0.99987551
 GV5942
 GV5942                          SUPERSEDED SURVEY CONTROL
 GV5942
 GV5942  ELLIP H (09/08/95)  -14.01   (m)                       GP(       ) 4 2
 GV5942  NAD 83(1993)-  37 16 27.18791(N)    076 40 47.87948(W) AD(       ) 2
 GV5942  ELLIP H (11/14/94)  -14.17   (m)                       GP(       ) 4 2
 GV5942  NAD 83(1986)-  37 16 27.19327(N)    076 40 47.89858(W) AD(       ) 2
 GV5942  NGVD 29 (12/05/90)   21.6    (m)           71.     (f) GPS OBS        
 GV5942
 GV5942.Superseded values are not recommended for survey control.
 GV5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5942.See file dsdata.txt to determine how the superseded data were derived.
 GV5942
 GV5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5105626616(NAD 83)
 GV5942_MARKER: DD = SURVEY DISK
 GV5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5942_SP_SET: CONCRETE POST
 GV5942_STAMPING: STATION NO. 032
 GV5942_MARK LOGO: VA-199
 GV5942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5942+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5942
 GV5942  HISTORY     - Date     Condition        Report By
 GV5942  HISTORY     - 1988     MONUMENTED       BSC
 GV5942
 GV5942                          STATION DESCRIPTION
 GV5942
 GV5942'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5942'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5942'STATION FROM THE INTERSECTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE
 GV5942'641 (PENNIMAN ROAD), PROCEED IN A NORTHWESTERLY DIRECTION ALONG ROUTE
 GV5942'143 FOR 1.20 KM (0.75 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GV5942'ENTRANCE TO THE FARM FRESH SHOPPING CENTER.
 GV5942'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5942'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.35 M (11.0 FT) EAST
 GV5942'OF THE CENTER LINE OF ROUTE 143, 10.97 M (36.0 FT) SOUTH OF THE CENTER
 GV5942'LINE OF THE PAVED ENTRANCE ROAD TO THE FARM FRESH SHOPPING CENTER.
 GV5942'THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5942'BEARING             DISTANCE
 GV5942'RM 1    N22 57 49W       38.08 M (124.9 FT)
 GV5942'RM 2    S77 18 34W       16.80 M (55.1 FT)
 GV5942'RM 3    S17 05 42E      411.48 M (1350.0 FT)
 GV5942'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5942'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5942'1.  IT IS LOCATED 6.40 M (21.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5942'143, 0.61 M (2.0 FT)  SOUTH OF UTILITY POLE NUMBER QC-37.
 GV5942'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5942'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5942'2.  IT IS LOCATED 8.53 M (28.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5942'143 OPPOSITE STATION 032.
 GV5942'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5942'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5942'3.  IT IS LOCATED 4.88 M (16.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5942'143, 15.39 M (50.5 FT) NORTH OF UTILITY POLE NUMBER SN-14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6081 ***********************************************************************
 GV6081  DESIGNATION -  0320
 GV6081  PID         -  GV6081
 GV6081  STATE/COUNTY-  VA/JAMES CITY
 GV6081  USGS QUAD   -  SURRY (1983)
 GV6081
 GV6081                         *CURRENT SURVEY CONTROL
 GV6081  ___________________________________________________________________
 GV6081* NAD 83(1993)-  37 14 56.89944(N)    076 46 15.81825(W)     ADJUSTED  
 GV6081* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 GV6081  ___________________________________________________________________
 GV6081  X           -   1,163,271.955 (meters)                     COMP
 GV6081  Y           -  -4,948,391.614 (meters)                     COMP
 GV6081  Z           -   3,839,422.869 (meters)                     COMP
 GV6081  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV6081  ELLIP HEIGHT-         -26.18  (meters)          (06/04/02) GPS OBS
 GV6081  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6081
 GV6081  HORZ ORDER  -  SECOND
 GV6081  ELLP ORDER  -  FOURTH    CLASS II
 GV6081
 GV6081.The horizontal coordinates were established by GPS observations
 GV6081.and adjusted by the National Geodetic Survey in September 1995..
 GV6081
 GV6081.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6081
 GV6081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6081
 GV6081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6081
 GV6081.The ellipsoidal height was determined by GPS observations
 GV6081.and is referenced to NAD 83.
 GV6081
 GV6081.The geoid height was determined by GEOID03.
 GV6081
 GV6081;                    North         East     Units Scale Factor Converg.
 GV6081;SPC VA S     - 1,103,035.504 3,653,375.595   MT  0.99994752   +1 02 57.6
 GV6081;SPC VA S     - 3,618,875.65 11,986,116.43   sFT  0.99994752   +1 02 57.6
 GV6081;UTM  18      - 4,123,980.391   342,926.868   MT  0.99990392   -1 04 20.0
 GV6081
 GV6081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6081!SPC VA S     -   1.00000411  x   0.99994752  =   0.99995163
 GV6081!UTM  18      -   1.00000411  x   0.99990392  =   0.99990803
 GV6081
 GV6081:                Primary Azimuth Mark                     Grid Az
 GV6081:SPC VA S     -  320 RM 3 AZ MK                           274 39 44.1
 GV6081:UTM  18      -  320 RM 3 AZ MK                           276 47 01.7
 GV6081
 GV6081|---------------------------------------------------------------------|
 GV6081| PID    Reference Object                     Distance      Geod. Az  |
 GV6081|                                                           dddmmss.s |
 GV6081| GV6129 320 RM 3 AZ MK                      484.574 METERS 2754241.7 |
 GV6081|---------------------------------------------------------------------|
 GV6081
 GV6081                          SUPERSEDED SURVEY CONTROL
 GV6081
 GV6081  ELLIP H (09/08/95)  -25.98   (m)                       GP(       ) 4 2
 GV6081  NAD 83(1993)-  37 14 56.90038(N)    076 46 15.82469(W) AD(       ) 2
 GV6081  NAD 83(1986)-  37 14 56.90582(N)    076 46 15.84369(W) AD(       ) 2
 GV6081  NGVD 29 (02/21/92)    9.4    (m)           31.     (f) GPS OBS        
 GV6081
 GV6081.Superseded values are not recommended for survey control.
 GV6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6081.See file dsdata.txt to determine how the superseded data were derived.
 GV6081
 GV6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4292723980(NAD 83)
 GV6081_MARKER: DD = SURVEY DISK
 GV6081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6081_SP_SET: CONCRETE POST
 GV6081_STAMPING: STATION NO 320
 GV6081_MARK LOGO: VA-095
 GV6081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6081+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6081
 GV6081  HISTORY     - Date     Condition        Report By
 GV6081  HISTORY     - 1990     MONUMENTED       RSA
 GV6081  HISTORY     - 19971018 GOOD             USPSQD
 GV6081  HISTORY     - 20030206 GOOD             USPSQD
 GV6081  HISTORY     - 20051209 GOOD             USPSQD
 GV6081
 GV6081                          STATION DESCRIPTION
 GV6081
 GV6081'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6081'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6081'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6081'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6081'ROUTE 5 APPROXIMATELY 3.65 KM (2.27 MI) TO THE INTERSECTION OF ROUTE
 GV6081'615 (IRONBOUND ROAD).  THE STATION IS LOCATED APPROXIMATELY 0.61 KM
 GV6081'(0.38 MI) SOUTHWEST OF THE INTERSECTION ALONG ROUTE 5, NEAR A POWER
 GV6081'POLE, SOUTH OF ROUTE 5.  THE STATION IS A 3.25 INCH DISK SET IN
 GV6081'CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE,
 GV6081'STAMPED STATION NO. 320.  THE DISK IS LOCATED APPROXIMATELY 13.69 M
 GV6081'(44.91 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 5,
 GV6081'15.58 M (51.12 FT) SOUTHWEST OF A TELEPHONE PEDESTAL.
 GV6081
 GV6081                          STATION RECOVERY (1997)
 GV6081
 GV6081'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6081'RECOVERED IN GOOD CONDITION.
 GV6081
 GV6081                          STATION RECOVERY (2003)
 GV6081
 GV6081'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6081'RECOVERED IN GOOD CONDITION.
 GV6081
 GV6081                          STATION RECOVERY (2005)
 GV6081
 GV6081'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6082 ***********************************************************************
 GV6082  DESIGNATION -  0321
 GV6082  PID         -  GV6082
 GV6082  STATE/COUNTY-  VA/JAMES CITY
 GV6082  USGS QUAD   -  NORGE (1984)
 GV6082
 GV6082                         *CURRENT SURVEY CONTROL
 GV6082  ___________________________________________________________________
 GV6082* NAD 83(1993)-  37 15 48.20402(N)    076 45 42.63050(W)     ADJUSTED  
 GV6082* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 GV6082  ___________________________________________________________________
 GV6082  X           -   1,163,851.648 (meters)                     COMP
 GV6082  Y           -  -4,947,284.163 (meters)                     COMP
 GV6082  Z           -   3,840,690.994 (meters)                     COMP
 GV6082  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV6082  ELLIP HEIGHT-         -10.91  (meters)          (06/04/02) GPS OBS
 GV6082  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6082
 GV6082  HORZ ORDER  -  SECOND
 GV6082  ELLP ORDER  -  FOURTH    CLASS II
 GV6082
 GV6082.The horizontal coordinates were established by GPS observations
 GV6082.and adjusted by the National Geodetic Survey in September 1995..
 GV6082
 GV6082.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6082
 GV6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6082
 GV6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6082
 GV6082.The ellipsoidal height was determined by GPS observations
 GV6082.and is referenced to NAD 83.
 GV6082
 GV6082.The geoid height was determined by GEOID03.
 GV6082
 GV6082;                    North         East     Units Scale Factor Converg.
 GV6082;SPC VA S     - 1,104,631.811 3,654,164.193   MT  0.99994704   +1 03 17.8
 GV6082;SPC VA S     - 3,624,112.87 11,988,703.69   sFT  0.99994704   +1 03 17.8
 GV6082;UTM  18      - 4,125,546.337   343,773.988   MT  0.99990065   -1 04 01.1
 GV6082
 GV6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6082!SPC VA S     -   1.00000171  x   0.99994704  =   0.99994875
 GV6082!UTM  18      -   1.00000171  x   0.99990065  =   0.99990236
 GV6082
 GV6082                          SUPERSEDED SURVEY CONTROL
 GV6082
 GV6082  ELLIP H (09/08/95)  -10.71   (m)                       GP(       ) 4 2
 GV6082  NAD 83(1993)-  37 15 48.20488(N)    076 45 42.63702(W) AD(       ) 2
 GV6082  ELLIP H (11/14/94)  -10.86   (m)                       GP(       ) 4 2
 GV6082  NAD 83(1986)-  37 15 48.21035(N)    076 45 42.65580(W) AD(       ) 2
 GV6082  NGVD 29 (02/21/92)   24.7    (m)           81.     (f) GPS OBS        
 GV6082
 GV6082.Superseded values are not recommended for survey control.
 GV6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6082.See file dsdata.txt to determine how the superseded data were derived.
 GV6082
 GV6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4377425546(NAD 83)
 GV6082_MARKER: DD = SURVEY DISK
 GV6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6082_SP_SET: CONCRETE POST
 GV6082_STAMPING: STATION NO 321 RESET 1990
 GV6082_MARK LOGO: VA-095
 GV6082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6082+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6082
 GV6082  HISTORY     - Date     Condition        Report By
 GV6082  HISTORY     - 1990     MONUMENTED       RSA
 GV6082  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6082  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6082
 GV6082                          STATION DESCRIPTION
 GV6082
 GV6082'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6082'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6082'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6082'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6082'ROUTE 5 APPROXIMATELY 3.65 KM (2.27 MI) TO THE INTERSECTION OF ROUTE
 GV6082'615 (IRONBOUND ROAD).  TURN NORTH ONTO ROUTE 615 AND TRAVEL
 GV6082'APPROXIMATELY 1.40 KM (0.87 MI) TO THE ENTRANCE OF POWAHATAN
 GV6082'PLANTATION.  THE STATION IS LOCATED NORTH OF THE INTERSECTION NEAR A
 GV6082'POWER POLE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6082'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6082'STATION NO. 321 RESET 1990.  THE DISK IS LOCATED WEST OF ROUTE 615,
 GV6082'NORTH OF THE ENTRANCE TO POWAHATAN PLANTATION, 0.40 KM (0.25 MI)
 GV6082'SOUTH OF THE INTERSECTION OF ROUTE 615 AND ROUTE 1465 (OLD FIELD ROAD)
 GV6082', 9.45 M (31.00 FT) NORTHWEST OF THE END OF THE CURB ON THE WEST SIDE
 GV6082'OF ROUTE 615, 3.60 M (11.81 FT) NORTH OF UTILITY POLE NUMBER RJ05,
 GV6082'AND 3.81 M (12.50 FT) NORTHEAST OF ITS NORTHERN-MOST GUY
 GV6082'WIRE.
 GV6082
 GV6082                          STATION RECOVERY (1997)
 GV6082
 GV6082'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6082'MARK NOT FOUND.
 GV6082
 GV6082                          STATION RECOVERY (2002)
 GV6082
 GV6082'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6083 ***********************************************************************
 GV6083  DESIGNATION -  0322
 GV6083  PID         -  GV6083
 GV6083  STATE/COUNTY-  VA/JAMES CITY
 GV6083  USGS QUAD   -  NORGE (1984)
 GV6083
 GV6083                         *CURRENT SURVEY CONTROL
 GV6083  ___________________________________________________________________
 GV6083* NAD 83(1993)-  37 16 06.17103(N)    076 46 01.49583(W)     ADJUSTED  
 GV6083* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 GV6083  ___________________________________________________________________
 GV6083  X           -   1,163,321.571 (meters)                     COMP
 GV6083  Y           -  -4,947,060.657 (meters)                     COMP
 GV6083  Z           -   3,841,129.108 (meters)                     COMP
 GV6083  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV6083  ELLIP HEIGHT-         -15.36  (meters)          (06/04/02) GPS OBS
 GV6083  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 GV6083
 GV6083  HORZ ORDER  -  SECOND
 GV6083  ELLP ORDER  -  FOURTH    CLASS II
 GV6083
 GV6083.The horizontal coordinates were established by GPS observations
 GV6083.and adjusted by the National Geodetic Survey in September 1995..
 GV6083
 GV6083.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6083
 GV6083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6083
 GV6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6083
 GV6083.The ellipsoidal height was determined by GPS observations
 GV6083.and is referenced to NAD 83.
 GV6083
 GV6083.The geoid height was determined by GEOID03.
 GV6083
 GV6083;                    North         East     Units Scale Factor Converg.
 GV6083;SPC VA S     - 1,105,177.040 3,653,689.290   MT  0.99994689   +1 03 06.3
 GV6083;SPC VA S     - 3,625,901.67 11,987,145.61   sFT  0.99994689   +1 03 06.3
 GV6083;UTM  18      - 4,126,108.751   343,319.618   MT  0.99990240   -1 04 13.0
 GV6083
 GV6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6083!SPC VA S     -   1.00000241  x   0.99994689  =   0.99994930
 GV6083!UTM  18      -   1.00000241  x   0.99990240  =   0.99990481
 GV6083
 GV6083                          SUPERSEDED SURVEY CONTROL
 GV6083
 GV6083  ELLIP H (09/08/95)  -15.16   (m)                       GP(       ) 4 2
 GV6083  NAD 83(1993)-  37 16 06.17190(N)    076 46 01.50234(W) AD(       ) 2
 GV6083  ELLIP H (11/14/94)  -15.31   (m)                       GP(       ) 4 2
 GV6083  NAD 83(1986)-  37 16 06.17734(N)    076 46 01.52109(W) AD(       ) 2
 GV6083  NGVD 29 (02/21/92)   20.2    (m)           66.     (f) GPS OBS        
 GV6083
 GV6083.Superseded values are not recommended for survey control.
 GV6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6083.See file dsdata.txt to determine how the superseded data were derived.
 GV6083
 GV6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4332026109(NAD 83)
 GV6083_MARKER: DD = SURVEY DISK
 GV6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6083_SP_SET: CONCRETE POST
 GV6083_STAMPING: STATION NO 322
 GV6083_MARK LOGO: VA-095
 GV6083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6083+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6083
 GV6083  HISTORY     - Date     Condition        Report By
 GV6083  HISTORY     - 1990     MONUMENTED       RSA
 GV6083  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6083
 GV6083                          STATION DESCRIPTION
 GV6083
 GV6083'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6083'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6083'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 615
 GV6083'(IRONBOUND ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED NORTH ALONG
 GV6083'ROUTE 615 APPROXIMATELY 2.0 KM (1.2 MI) .  TURN NORTHWEST ONTO ROUTE
 GV6083'1470 (POWAHATAN SECONDARY ROAD) AND PROCEED APPROXIMATELY .93 KM
 GV6083'(0.58 MI) .  THE STATION IS EAST OF ROUTE 1470, NEAR A METAL
 GV6083'GUARDRAIL.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6083'APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6083'STATION NO. 322.  THE DISK IS LOCATED APPROXIMATELY 0.97 KM
 GV6083'(0.60 MI) WEST OF THE INTERSECTION OF ROUTE 615 AND ROUTE 1470, 6.49
 GV6083'M (21.29 FT) EAST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 1470,
 GV6083'1.28 M (4.20 FT) EAST OF A METAL GUARDRAIL, AND 26.21 M (85.99 FT)
 GV6083'NORTHEAST OF THE END OF A METAL GUARDRAIL ON THE WEST SIDE OF ROUTE
 GV6083'1470.
 GV6083
 GV6083                          STATION RECOVERY (1997)
 GV6083
 GV6083'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6084 ***********************************************************************
 GV6084  DESIGNATION -  0323
 GV6084  PID         -  GV6084
 GV6084  STATE/COUNTY-  VA/JAMES CITY
 GV6084  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6084
 GV6084                         *CURRENT SURVEY CONTROL
 GV6084  ___________________________________________________________________
 GV6084* NAD 83(1993)-  37 18 53.73417(N)    076 44 39.12889(W)     ADJUSTED  
 GV6084* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 GV6084  ___________________________________________________________________
 GV6084  X           -   1,164,581.945 (meters)                     COMP
 GV6084  Y           -  -4,943,560.495 (meters)                     COMP
 GV6084  Z           -   3,845,247.508 (meters)                     COMP
 GV6084  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV6084  ELLIP HEIGHT-          -0.94  (meters)          (06/04/02) GPS OBS
 GV6084  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 GV6084
 GV6084  HORZ ORDER  -  SECOND
 GV6084  ELLP ORDER  -  FOURTH    CLASS II
 GV6084
 GV6084.The horizontal coordinates were established by GPS observations
 GV6084.and adjusted by the National Geodetic Survey in September 1995..
 GV6084
 GV6084.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6084
 GV6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6084
 GV6084.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6084
 GV6084.The ellipsoidal height was determined by GPS observations
 GV6084.and is referenced to NAD 83.
 GV6084
 GV6084.The geoid height was determined by GEOID03.
 GV6084
 GV6084;                    North         East     Units Scale Factor Converg.
 GV6084;SPC VA S     - 1,110,379.108 3,655,622.150   MT  0.99994582   +1 03 56.3
 GV6084;SPC VA S     - 3,642,968.79 11,993,487.00   sFT  0.99994582   +1 03 56.3
 GV6084;UTM  18      - 4,131,235.414   345,443.724   MT  0.99989426   -1 03 27.1
 GV6084
 GV6084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6084!SPC VA S     -   1.00000015  x   0.99994582  =   0.99994597
 GV6084!UTM  18      -   1.00000015  x   0.99989426  =   0.99989441
 GV6084
 GV6084                          SUPERSEDED SURVEY CONTROL
 GV6084
 GV6084  ELLIP H (09/08/95)   -0.71   (m)                       GP(       ) 4 2
 GV6084  NAD 83(1993)-  37 18 53.73505(N)    076 44 39.13526(W) AD(       ) 2
 GV6084  ELLIP H (11/14/94)   -0.88   (m)                       GP(       ) 4 2
 GV6084  NAD 83(1986)-  37 18 53.73977(N)    076 44 39.15335(W) AD(       ) 2
 GV6084  NGVD 29 (02/21/92)   34.6    (m)          114.     (f) GPS OBS        
 GV6084
 GV6084.Superseded values are not recommended for survey control.
 GV6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6084.See file dsdata.txt to determine how the superseded data were derived.
 GV6084
 GV6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4544431235(NAD 83)
 GV6084_MARKER: DD = SURVEY DISK
 GV6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6084_SP_SET: CONCRETE POST
 GV6084_STAMPING: STATION NO 323
 GV6084_MARK LOGO: VA-095
 GV6084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6084+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6084
 GV6084  HISTORY     - Date     Condition        Report By
 GV6084  HISTORY     - 1990     MONUMENTED       RSA
 GV6084  HISTORY     - 19980304 GOOD             USPSQD
 GV6084  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 GV6084
 GV6084                          STATION DESCRIPTION
 GV6084
 GV6084'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6084'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6084'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6084'(RICHMOND ROAD) AND ROUTE 658 (OLD TOWNE ROAD), PROCEED WEST ALONG
 GV6084'ROUTE 658 APPROXIMATELY 0.9 KM (0.6 MI) TO A VIRGINIA POWER COMPANY
 GV6084'RIGHT-OF-WAY CROSSING ROUTE 658.  THE STATION IS LOCATED IN THE
 GV6084'RIGHT-OF-WAY, NORTH OF ROUTE 658.  THE STATION IS A 3.25 INCH DISK
 GV6084'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6084'SURFACE, STAMPED STATION NO. 323.  THE DISK IS LOCATED IN A VIRGINIA
 GV6084'POWER COMPANY RIGHT-OF-WAY, APPROXIMATELY 160 M (524.9 FT) WEST OF
 GV6084'ROUTE 1513 (KING WILLIAM DRIVE), 5.94 M (19.49 FT) NORTH OF THE
 GV6084'CENTERLINE OF THE PAVEMENT OF ROUTE 658, 5.43 M (17.81 FT) NORTHEAST
 GV6084'OF A SPEED LIMIT SIGN, AND 19.81 M (64.99 FT) WEST OF A NEWPORT NEWS
 GV6084'WATER TRANSMISSION MAIN CONCRETE MONUMENT (STA. 502+02).
 GV6084
 GV6084                          STATION RECOVERY (1998)
 GV6084
 GV6084'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6084'RECOVERED IN GOOD CONDITION.
 GV6084
 GV6084                          STATION RECOVERY (2005)
 GV6084
 GV6084'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6084'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6085 ***********************************************************************
 GV6085  DESIGNATION -  0324
 GV6085  PID         -  GV6085
 GV6085  STATE/COUNTY-  VA/JAMES CITY
 GV6085  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6085
 GV6085                         *CURRENT SURVEY CONTROL
 GV6085  ___________________________________________________________________
 GV6085* NAD 83(1993)-  37 17 51.79737(N)    076 44 01.09586(W)     ADJUSTED  
 GV6085* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 GV6085  ___________________________________________________________________
 GV6085  X           -   1,165,758.018 (meters)                     COMP
 GV6085  Y           -  -4,944,467.756 (meters)                     COMP
 GV6085  Z           -   3,843,725.370 (meters)                     COMP
 GV6085  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 GV6085  ELLIP HEIGHT-          -6.49  (meters)          (06/04/02) GPS OBS
 GV6085  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6085
 GV6085  HORZ ORDER  -  SECOND
 GV6085  ELLP ORDER  -  FOURTH    CLASS II
 GV6085
 GV6085.The horizontal coordinates were established by GPS observations
 GV6085.and adjusted by the National Geodetic Survey in September 1995..
 GV6085
 GV6085.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6085
 GV6085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6085
 GV6085.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6085
 GV6085.The ellipsoidal height was determined by GPS observations
 GV6085.and is referenced to NAD 83.
 GV6085
 GV6085.The geoid height was determined by GEOID03.
 GV6085
 GV6085;                    North         East     Units Scale Factor Converg.
 GV6085;SPC VA S     - 1,108,487.581 3,656,594.151   MT  0.99994614   +1 04 19.4
 GV6085;SPC VA S     - 3,636,763.01 11,996,675.98   sFT  0.99994614   +1 04 19.4
 GV6085;UTM  18      - 4,129,309.281   346,344.940   MT  0.99989084   -1 03 02.6
 GV6085
 GV6085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6085!SPC VA S     -   1.00000102  x   0.99994614  =   0.99994716
 GV6085!UTM  18      -   1.00000102  x   0.99989084  =   0.99989186
 GV6085
 GV6085:                Primary Azimuth Mark                     Grid Az
 GV6085:SPC VA S     -  324 RM 3 AZ MK                           279 10 20.2
 GV6085:UTM  18      -  324 RM 3 AZ MK                           281 17 42.2
 GV6085
 GV6085|---------------------------------------------------------------------|
 GV6085| PID    Reference Object                     Distance      Geod. Az  |
 GV6085|                                                           dddmmss.s |
 GV6085| GV6133 324 RM 3 AZ MK                      416.945 METERS 2801439.6 |
 GV6085|---------------------------------------------------------------------|
 GV6085
 GV6085                          SUPERSEDED SURVEY CONTROL
 GV6085
 GV6085  ELLIP H (09/08/95)   -6.27   (m)                       GP(       ) 4 2
 GV6085  NAD 83(1993)-  37 17 51.79825(N)    076 44 01.10229(W) AD(       ) 2
 GV6085  ELLIP H (11/14/94)   -6.44   (m)                       GP(       ) 4 2
 GV6085  NAD 83(1986)-  37 17 51.80319(N)    076 44 01.12041(W) AD(       ) 2
 GV6085  NGVD 29 (02/21/92)   29.1    (m)           95.     (f) GPS OBS        
 GV6085
 GV6085.Superseded values are not recommended for survey control.
 GV6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6085.See file dsdata.txt to determine how the superseded data were derived.
 GV6085
 GV6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4634529309(NAD 83)
 GV6085_MARKER: DD = SURVEY DISK
 GV6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6085_SP_SET: CONCRETE POST
 GV6085_STAMPING: STATION NO 324
 GV6085_MARK LOGO: VA-095
 GV6085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6085+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6085
 GV6085  HISTORY     - Date     Condition        Report By
 GV6085  HISTORY     - 1990     MONUMENTED       RSA
 GV6085  HISTORY     - 19980304 GOOD             USPSQD
 GV6085  HISTORY     - 20050518 GOOD             USPSQD
 GV6085
 GV6085                          STATION DESCRIPTION
 GV6085
 GV6085'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6085'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6085'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6085'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED WEST ALONG
 GV6085'ROUTE 615 APPROXIMATELY 61.0 M (200.1 FT) .  TURN NORTHWEST ONTO
 GV6085'ROUTE 612 (LONGHILL ROAD), AND CONTINUE APPROXIMATELY 1.16 KM
 GV6085'(0.72 MI) .  THE STATION IS LOCATED APPROXIMATELY .32 KM (0.20 MI)
 GV6085'NORTHEAST OF ROUTE 322 (ASHBURY ROAD), SOUTHEAST OF ROUTE 612.  THE
 GV6085'STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6085'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 324.  THE
 GV6085'DISK IS LOCATED APPROXIMATELY .32 KM (0.20 MI) NORTHEAST OF ROUTE 322
 GV6085'(ASHBURY ROAD), 9.99 M (32.78 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GV6085'PAVEMENT OF ROUTE 612, 10.61 M (34.81 FT) NORTHEAST OF A CONCRETE
 GV6085'POLE, AND 15.91 M (52.20 FT) SOUTHWEST OF A TELEPHONE
 GV6085'PEDESTAL.
 GV6085
 GV6085                          STATION RECOVERY (1998)
 GV6085
 GV6085'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6085'RECOVERED IN GOOD CONDITION.
 GV6085
 GV6085                          STATION RECOVERY (2005)
 GV6085
 GV6085'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6085'N 37 17.865
 GV6085'W 076 44.018
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6086 ***********************************************************************
 GV6086  DESIGNATION -  0325
 GV6086  PID         -  GV6086
 GV6086  STATE/COUNTY-  VA/JAMES CITY
 GV6086  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6086
 GV6086                         *CURRENT SURVEY CONTROL
 GV6086  ___________________________________________________________________
 GV6086* NAD 83(1993)-  37 16 27.39592(N)    076 44 20.23238(W)     ADJUSTED  
 GV6086* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 GV6086  ___________________________________________________________________
 GV6086  X           -   1,165,661.735 (meters)                     COMP
 GV6086  Y           -  -4,946,113.838 (meters)                     COMP
 GV6086  Z           -   3,841,658.088 (meters)                     COMP
 GV6086  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GV6086  ELLIP HEIGHT-          -1.69  (meters)          (06/04/02) GPS OBS
 GV6086  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 GV6086
 GV6086  HORZ ORDER  -  SECOND
 GV6086  ELLP ORDER  -  FOURTH    CLASS II
 GV6086
 GV6086.The horizontal coordinates were established by GPS observations
 GV6086.and adjusted by the National Geodetic Survey in September 1995..
 GV6086
 GV6086.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6086
 GV6086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6086
 GV6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6086
 GV6086.The ellipsoidal height was determined by GPS observations
 GV6086.and is referenced to NAD 83.
 GV6086
 GV6086.The geoid height was determined by GEOID03.
 GV6086
 GV6086;                    North         East     Units Scale Factor Converg.
 GV6086;SPC VA S     - 1,105,877.389 3,656,171.484   MT  0.99994672   +1 04 07.8
 GV6086;SPC VA S     - 3,628,199.40 11,995,289.28   sFT  0.99994672   +1 04 07.8
 GV6086;UTM  18      - 4,126,716.676   345,825.920   MT  0.99989281   -1 03 12.1
 GV6086
 GV6086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6086!SPC VA S     -   1.00000027  x   0.99994672  =   0.99994699
 GV6086!UTM  18      -   1.00000027  x   0.99989281  =   0.99989308
 GV6086
 GV6086                          SUPERSEDED SURVEY CONTROL
 GV6086
 GV6086  ELLIP H (09/08/95)   -1.48   (m)                       GP(       ) 4 2
 GV6086  NAD 83(1993)-  37 16 27.39676(N)    076 44 20.23888(W) AD(       ) 2
 GV6086  ELLIP H (11/14/94)   -1.64   (m)                       GP(       ) 4 2
 GV6086  NAD 83(1986)-  37 16 27.40212(N)    076 44 20.25751(W) AD(       ) 2
 GV6086  NGVD 29 (02/21/92)   33.9    (m)          111.     (f) GPS OBS        
 GV6086
 GV6086.Superseded values are not recommended for survey control.
 GV6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6086.See file dsdata.txt to determine how the superseded data were derived.
 GV6086
 GV6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4582626717(NAD 83)
 GV6086_MARKER: DD = SURVEY DISK
 GV6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6086_SP_SET: CONCRETE POST
 GV6086_STAMPING: STATION NO 325
 GV6086_MARK LOGO: VA-095
 GV6086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6086+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6086
 GV6086  HISTORY     - Date     Condition        Report By
 GV6086  HISTORY     - 1990     MONUMENTED       RSA
 GV6086  HISTORY     - 19980304 GOOD             USPSQD
 GV6086
 GV6086                          STATION DESCRIPTION
 GV6086
 GV6086'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6086'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6086'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6086'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED SOUTHWEST
 GV6086'ALONG ROUTE 615 APPROXIMATELY 2.56 KM (1.59 MI) .  THE STATION IS
 GV6086'LOCATED EAST OF ROUTE 615, SOUTHWEST OF THE BERKELEY ELEMENTARY
 GV6086'SCHOOL ENTRANCE, AND EAST OF THE INTERSECTION OF ROUTE 616
 GV6086'(STRAWBERRY PLAINS ROAD) AND ROUTE 615.  THE STATION IS A 3.25 INCH
 GV6086'DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6086'SURFACE, STAMPED STATION NO. 325.  THE DISK IS LOCATED EAST OF ROUTE
 GV6086'615, BETWEEN BERKELEY ELEMENTARY SCHOOL ENTRANCE AND ROUTE 616, 15.00
 GV6086'M (49.21 FT) SOUTHEAST OF A METAL TRAFFIC LIGHT POLE, AND 25.94 M
 GV6086'(85.10 FT) SOUTH OF A STORM DRAIN MANHOLE.
 GV6086
 GV6086                          STATION RECOVERY (1998)
 GV6086
 GV6086'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6087 ***********************************************************************
 GV6087  DESIGNATION -  0326
 GV6087  PID         -  GV6087
 GV6087  STATE/COUNTY-  VA/JAMES CITY
 GV6087  USGS QUAD   -  YORKTOWN (1994)
 GV6087
 GV6087                         *CURRENT SURVEY CONTROL
 GV6087  ___________________________________________________________________
 GV6087* NAD 83(1993)-  37 11 43.02832(N)    076 36 38.21811(W)     ADJUSTED  
 GV6087* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 GV6087  ___________________________________________________________________
 GV6087  X           -   1,177,960.516 (meters)                     COMP
 GV6087  Y           -  -4,948,627.763 (meters)                     COMP
 GV6087  Z           -   3,834,660.509 (meters)                     COMP
 GV6087  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV6087  ELLIP HEIGHT-         -31.39  (meters)          (06/04/02) GPS OBS
 GV6087  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 GV6087
 GV6087  HORZ ORDER  -  SECOND
 GV6087  ELLP ORDER  -  FOURTH    CLASS II
 GV6087
 GV6087.The horizontal coordinates were established by GPS observations
 GV6087.and adjusted by the National Geodetic Survey in September 1995..
 GV6087
 GV6087.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6087
 GV6087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6087
 GV6087.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6087
 GV6087.The ellipsoidal height was determined by GPS observations
 GV6087.and is referenced to NAD 83.
 GV6087
 GV6087.The geoid height was determined by GEOID03.
 GV6087
 GV6087;                    North         East     Units Scale Factor Converg.
 GV6087;SPC VA S     - 1,097,333.060 3,667,726.537   MT  0.99994989   +1 08 48.2
 GV6087;SPC VA S     - 3,600,166.88 12,033,199.48   sFT  0.99994989   +1 08 48.2
 GV6087;UTM  18      - 4,117,751.162   357,055.921   MT  0.99985171   -0 58 25.8
 GV6087
 GV6087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6087!SPC VA S     -   1.00000493  x   0.99994989  =   0.99995482
 GV6087!UTM  18      -   1.00000493  x   0.99985171  =   0.99985664
 GV6087
 GV6087                          SUPERSEDED SURVEY CONTROL
 GV6087
 GV6087  ELLIP H (09/08/95)  -31.20   (m)                       GP(       ) 4 2
 GV6087  NAD 83(1986)-  37 11 43.03641(N)    076 36 38.24611(W) AD(       ) 2
 GV6087  NGVD 29 (02/21/92)    4.6    (m)           15.     (f) GPS OBS        
 GV6087
 GV6087.Superseded values are not recommended for survey control.
 GV6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6087.See file dsdata.txt to determine how the superseded data were derived.
 GV6087
 GV6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5705617751(NAD 83)
 GV6087_MARKER: DD = SURVEY DISK
 GV6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6087_SP_SET: CONCRETE POST
 GV6087_STAMPING: STATION NO 326
 GV6087_MARK LOGO: VA-095
 GV6087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6087+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6087
 GV6087  HISTORY     - Date     Condition        Report By
 GV6087  HISTORY     - 1990     MONUMENTED       RSA
 GV6087  HISTORY     - 19980110 GOOD             USPSQD
 GV6087  HISTORY     - 20030206 GOOD             USPSQD
 GV6087  HISTORY     - 20051209 GOOD             USPSQD
 GV6087
 GV6087                          STATION DESCRIPTION
 GV6087
 GV6087'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6087'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6087'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6087'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6087'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 4.34 KM (2.70 MI)
 GV6087'TO THE INTERSECTION OF ROUTE 1305 (BADISCHE ENTRANCE ROAD) AND U.S.60.
 GV6087'TURN SOUTH ONTO ROUTE 1305 AND TRAVEL 1.13 KM (0.70 MI) . THE
 GV6087'STATION IS LOCATED EAST OF ROUTE 1305 NEAR A SET OF RAILROAD
 GV6087'TRACKS.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6087'APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6087'STATION NO. 326.  THE DISK IS LOCATED EAST OF ROUTE 1305, 1.13 KM
 GV6087'(0.70 MI) SOUTH OF U.S.60, 6.25 M (20.51 FT) EAST OF THE CENTERLINE
 GV6087'OF THE PAVEMENT OF ROUTE 1305, 5.24 M (17.19 FT) WEST OF THE RAILROAD
 GV6087'TRACKS, 21.67 M (71.10 FT) SOUTH OF THE CENTERLINE OF AN 18 INCH
 GV6087'METAL PIPE AT THE CONCRETE HEADWALL.
 GV6087
 GV6087                          STATION RECOVERY (1998)
 GV6087
 GV6087'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6087'RECOVERED IN GOOD CONDITION.
 GV6087
 GV6087                          STATION RECOVERY (2003)
 GV6087
 GV6087'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6087' 
 GV6087' 
 GV6087
 GV6087                          STATION RECOVERY (2005)
 GV6087
 GV6087'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6088 ***********************************************************************
 GV6088  DESIGNATION -  0327
 GV6088  PID         -  GV6088
 GV6088  STATE/COUNTY-  VA/JAMES CITY
 GV6088  USGS QUAD   -  YORKTOWN (1994)
 GV6088
 GV6088                         *CURRENT SURVEY CONTROL
 GV6088  ___________________________________________________________________
 GV6088* NAD 83(1993)-  37 12 56.40071(N)    076 37 13.09197(W)     ADJUSTED  
 GV6088* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 GV6088  ___________________________________________________________________
 GV6088  X           -   1,176,810.559 (meters)                     COMP
 GV6088  Y           -  -4,947,509.858 (meters)                     COMP
 GV6088  Z           -   3,836,472.697 (meters)                     COMP
 GV6088  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV6088  ELLIP HEIGHT-         -13.82  (meters)          (06/04/02) GPS OBS
 GV6088  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 GV6088
 GV6088  HORZ ORDER  -  SECOND
 GV6088  ELLP ORDER  -  FOURTH    CLASS II
 GV6088
 GV6088.The horizontal coordinates were established by GPS observations
 GV6088.and adjusted by the National Geodetic Survey in September 1995..
 GV6088
 GV6088.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6088
 GV6088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6088
 GV6088.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6088
 GV6088.The ellipsoidal height was determined by GPS observations
 GV6088.and is referenced to NAD 83.
 GV6088
 GV6088.The geoid height was determined by GEOID03.
 GV6088
 GV6088;                    North         East     Units Scale Factor Converg.
 GV6088;SPC VA S     - 1,099,577.268 3,666,821.656   MT  0.99994889   +1 08 27.0
 GV6088;SPC VA S     - 3,607,529.75 12,030,230.72   sFT  0.99994889   +1 08 27.0
 GV6088;UTM  18      - 4,120,027.100   356,234.789   MT  0.99985461   -0 58 48.6
 GV6088
 GV6088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6088!SPC VA S     -   1.00000217  x   0.99994889  =   0.99995106
 GV6088!UTM  18      -   1.00000217  x   0.99985461  =   0.99985678
 GV6088
 GV6088                          SUPERSEDED SURVEY CONTROL
 GV6088
 GV6088  ELLIP H (09/08/95)  -13.64   (m)                       GP(       ) 4 2
 GV6088  NAD 83(1986)-  37 12 56.40854(N)    076 37 13.11948(W) AD(       ) 2
 GV6088  NGVD 29 (02/21/92)   22.1    (m)           73.     (f) GPS OBS        
 GV6088
 GV6088.Superseded values are not recommended for survey control.
 GV6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6088.See file dsdata.txt to determine how the superseded data were derived.
 GV6088
 GV6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5623520027(NAD 83)
 GV6088_MARKER: DD = SURVEY DISK
 GV6088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6088_SP_SET: CONCRETE POST
 GV6088_STAMPING: STATION NO 327
 GV6088_MARK LOGO: VA-095
 GV6088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6088+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV6088
 GV6088  HISTORY     - Date     Condition        Report By
 GV6088  HISTORY     - 1990     MONUMENTED       RSA
 GV6088  HISTORY     - 19980110 GOOD             USPSQD
 GV6088  HISTORY     - 20030206 GOOD             USPSQD
 GV6088  HISTORY     - 20051209 GOOD             USPSQD
 GV6088
 GV6088                          STATION DESCRIPTION
 GV6088
 GV6088'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6088'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6088'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6088'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6088'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 5.83 KM (3.62 MI)
 GV6088'.  THE STATION IS LOCATED APPROXIMATELY 36.58 M (120.01 FT) SOUTH OF
 GV6088'WISTERIA DRIVE (THE ENTRANCE TO COUNTRY VILLAGE MOBILE HOME PARK),AND
 GV6088'EAST OF U.S.60.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6088'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6088'STATION NO. 327.  THE DISK IS LOCATED EAST OF U.S.60, APPROXIMATELY
 GV6088'36.58 M (120.01 FT) SOUTH OF WISTERIA DRIVE IN THE NORTH END OF A
 GV6088'MEDIAN ADJACENT TO THE 7-11 STORE PARKING LOT, 7.68 M (25.20 FT)
 GV6088'NORTH OF UTILITY POLE NUMBER CE57, 1.19 M (3.90 FT) NORTHEAST OF THE
 GV6088'WEST CURB OF THE MEDIAN, 1.74 M (5.71 FT) SOUTHEAST OF THE CENTER OF
 GV6088'THE CURB RETURN, AND 1.56 M (5.12 FT) SOUTHWEST OF THE EAST CURB OF
 GV6088'THE MEDIAN.
 GV6088
 GV6088                          STATION RECOVERY (1998)
 GV6088
 GV6088'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6088'RECOVERED IN GOOD CONDITION.
 GV6088
 GV6088                          STATION RECOVERY (2003)
 GV6088
 GV6088'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6088' 
 GV6088' 
 GV6088
 GV6088                          STATION RECOVERY (2005)
 GV6088
 GV6088'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV6088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6089 ***********************************************************************
 GV6089  DESIGNATION -  0328
 GV6089  PID         -  GV6089
 GV6089  STATE/COUNTY-  VA/JAMES CITY
 GV6089  USGS QUAD   -  HOG ISLAND (1984)
 GV6089
 GV6089                         *CURRENT SURVEY CONTROL
 GV6089  ___________________________________________________________________
 GV6089* NAD 83(1993)-  37 14 14.41969(N)    076 38 15.00798(W)     ADJUSTED  
 GV6089* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 GV6089  ___________________________________________________________________
 GV6089  X           -   1,174,990.036 (meters)                     COMP
 GV6089  Y           -  -4,946,451.177 (meters)                     COMP
 GV6089  Z           -   3,838,390.921 (meters)                     COMP
 GV6089  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GV6089  ELLIP HEIGHT-          -8.71  (meters)          (06/04/02) GPS OBS
 GV6089  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 GV6089
 GV6089  HORZ ORDER  -  SECOND
 GV6089  ELLP ORDER  -  FOURTH    CLASS II
 GV6089
 GV6089.The horizontal coordinates were established by GPS observations
 GV6089.and adjusted by the National Geodetic Survey in September 1995..
 GV6089
 GV6089.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6089
 GV6089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6089
 GV6089.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6089
 GV6089.The ellipsoidal height was determined by GPS observations
 GV6089.and is referenced to NAD 83.
 GV6089
 GV6089.The geoid height was determined by GEOID03.
 GV6089
 GV6089;                    North         East     Units Scale Factor Converg.
 GV6089;SPC VA S     - 1,101,951.615 3,665,248.020   MT  0.99994797   +1 07 49.4
 GV6089;SPC VA S     - 3,615,319.59 12,025,067.88   sFT  0.99994797   +1 07 49.4
 GV6089;UTM  18      - 4,122,457.845   354,750.249   MT  0.99985989   -0 59 27.8
 GV6089
 GV6089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6089!SPC VA S     -   1.00000137  x   0.99994797  =   0.99994934
 GV6089!UTM  18      -   1.00000137  x   0.99985989  =   0.99986126
 GV6089
 GV6089                          SUPERSEDED SURVEY CONTROL
 GV6089
 GV6089  ELLIP H (09/08/95)   -8.51   (m)                       GP(       ) 4 2
 GV6089  NAD 83(1986)-  37 14 14.42734(N)    076 38 15.03517(W) AD(       ) 2
 GV6089  NGVD 29 (02/21/92)   27.2    (m)           89.     (f) GPS OBS        
 GV6089
 GV6089.Superseded values are not recommended for survey control.
 GV6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6089.See file dsdata.txt to determine how the superseded data were derived.
 GV6089
 GV6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5475022458(NAD 83)
 GV6089_MARKER: DD = SURVEY DISK
 GV6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6089_SP_SET: CONCRETE POST
 GV6089_STAMPING: STATION NO 328
 GV6089_MARK LOGO: VA-095
 GV6089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6089+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6089
 GV6089  HISTORY     - Date     Condition        Report By
 GV6089  HISTORY     - 1990     MONUMENTED       RSA
 GV6089  HISTORY     - 19980110 GOOD             USPSQD
 GV6089  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6089
 GV6089                          STATION DESCRIPTION
 GV6089
 GV6089'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6089'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6089'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6089'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6089'ALONG U.S. 60 FOR 2.65 KM (1.65 MI) .  THE STATION IS LOCATED IN THE
 GV6089'MEDIAN OF U.S.60, JUST SOUTH OF AN EAST-WEST CROSSOVER.  THE STATION
 GV6089'IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT)
 GV6089'BELOW THE GROUND SURFACE, STAMPED STATION NO. 328.  THE DISK IS
 GV6089'LOCATED IN THE MEDIAN OF U.S.60 (POCAHONTAS TRAIL), 0.97 KM
 GV6089'(0.60 MI) EAST OF A WATER TOWER, 12.47 M (40.91 FT) WEST OF A KEEP
 GV6089'RIGHT SIGN, 1.65 M (5.41 FT) SOUTH OF THE BACK OF THE CURB OF THE
 GV6089'WESTBOUND LANES OF U.S.60.
 GV6089
 GV6089                          STATION RECOVERY (1998)
 GV6089
 GV6089'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6089'RECOVERED IN GOOD CONDITION.
 GV6089
 GV6089                          STATION RECOVERY (2003)
 GV6089
 GV6089'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6090 ***********************************************************************
 GV6090  DESIGNATION -  0329
 GV6090  PID         -  GV6090
 GV6090  STATE/COUNTY-  VA/JAMES CITY
 GV6090  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6090
 GV6090                         *CURRENT SURVEY CONTROL
 GV6090  ___________________________________________________________________
 GV6090* NAD 83(1993)-  37 15 04.62125(N)    076 39 45.90666(W)     ADJUSTED  
 GV6090* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 GV6090  ___________________________________________________________________
 GV6090  X           -   1,172,595.674 (meters)                     COMP
 GV6090  Y           -  -4,946,064.155 (meters)                     COMP
 GV6090  Z           -   3,839,628.434 (meters)                     COMP
 GV6090  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 GV6090  ELLIP HEIGHT-           0.38  (meters)          (06/04/02) GPS OBS
 GV6090  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV6090
 GV6090  HORZ ORDER  -  SECOND
 GV6090  ELLP ORDER  -  FOURTH    CLASS II
 GV6090
 GV6090.The horizontal coordinates were established by GPS observations
 GV6090.and adjusted by the National Geodetic Survey in September 1995..
 GV6090
 GV6090.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6090
 GV6090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6090
 GV6090.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6090
 GV6090.The ellipsoidal height was determined by GPS observations
 GV6090.and is referenced to NAD 83.
 GV6090
 GV6090.The geoid height was determined by GEOID03.
 GV6090
 GV6090;                    North         East     Units Scale Factor Converg.
 GV6090;SPC VA S     - 1,103,454.976 3,662,977.943   MT  0.99994745   +1 06 54.3
 GV6090;SPC VA S     - 3,620,251.87 12,017,620.13   sFT  0.99994745   +1 06 54.3
 GV6090;UTM  18      - 4,124,044.081   352,537.569   MT  0.99986787   -1 00 24.0
 GV6090
 GV6090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6090!SPC VA S     -   0.99999994  x   0.99994745  =   0.99994739
 GV6090!UTM  18      -   0.99999994  x   0.99986787  =   0.99986781
 GV6090
 GV6090                          SUPERSEDED SURVEY CONTROL
 GV6090
 GV6090  ELLIP H (09/08/95)    0.58   (m)                       GP(       ) 4 2
 GV6090  NAD 83(1993)-  37 15 04.62258(N)    076 39 45.91349(W) AD(       ) 2
 GV6090  ELLIP H (11/14/94)    0.40   (m)                       GP(       ) 4 2
 GV6090  NAD 83(1986)-  37 15 04.62838(N)    076 39 45.93302(W) AD(       ) 2
 GV6090  NGVD 29 (02/21/92)   36.2    (m)          119.     (f) GPS OBS        
 GV6090
 GV6090.Superseded values are not recommended for survey control.
 GV6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6090.See file dsdata.txt to determine how the superseded data were derived.
 GV6090
 GV6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5253824044(NAD 83)
 GV6090_MARKER: DD = SURVEY DISK
 GV6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6090_SP_SET: CONCRETE POST
 GV6090_STAMPING: STATION NO 329
 GV6090_MARK LOGO: VA-095
 GV6090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6090+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6090
 GV6090  HISTORY     - Date     Condition        Report By
 GV6090  HISTORY     - 1990     MONUMENTED       RSA
 GV6090  HISTORY     - 19971112 GOOD             USPSQD
 GV6090  HISTORY     - 20030206 GOOD             USPSQD
 GV6090
 GV6090                          STATION DESCRIPTION
 GV6090
 GV6090'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6090'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6090'WILLIAMSBURG.  TO REACH THE STATION FROM THE INTERCHANGE OF
 GV6090'INTERSTATE 64 AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHWEST ALONG
 GV6090'ROUTE 199 1.5 KM (0.9 MI) .  THE STATION IS LOCATED NORTH OF THE
 GV6090'EASTBOUND LANES OF ROUTE 199 NEAR THE BRIDGE OVER U.S.60.  THE
 GV6090'STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6090'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 329.  THE
 GV6090'DISK IS LOCATED NORTH OF THE EASTBOUND LANES OF ROUTE 199, WEST OF A
 GV6090'BRIDGE OVER U.S. 60, 1.31 M (4.30 FT) NORTHWEST OF A METAL GUARDRAIL,
 GV6090'2.84 M (9.32 FT) SOUTHWEST OF AN ANGLE POINT IN A CONCRETE WALL, 7.22
 GV6090'M (23.69 FT) SOUTHEAST OF A METAL GUARDRAIL ON THE SOUTH SIDE OF THE
 GV6090'WESTBOUND LANES OF ROUTE 199.
 GV6090
 GV6090                          STATION RECOVERY (1997)
 GV6090
 GV6090'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6090'RECOVERED IN GOOD CONDITION.
 GV6090
 GV6090                          STATION RECOVERY (2003)
 GV6090
 GV6090'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6090' 
 GV6090' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5943 ***********************************************************************
 GV5943  DESIGNATION -  033
 GV5943  PID         -  GV5943
 GV5943  STATE/COUNTY-  VA/YORK
 GV5943  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5943
 GV5943                         *CURRENT SURVEY CONTROL
 GV5943  ___________________________________________________________________
 GV5943* NAD 83(1993)-  37 16 02.87500(N)    076 40 22.91284(W)     ADJUSTED  
 GV5943* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 GV5943  ___________________________________________________________________
 GV5943  X           -   1,171,455.783 (meters)                     COMP
 GV5943  Y           -  -4,945,208.567 (meters)                     COMP
 GV5943  Z           -   3,841,051.599 (meters)                     COMP
 GV5943  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5943  ELLIP HEIGHT-          -9.82  (meters)          (06/04/02) GPS OBS
 GV5943  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 GV5943
 GV5943  HORZ ORDER  -  SECOND
 GV5943  ELLP ORDER  -  FOURTH    CLASS II
 GV5943
 GV5943.The horizontal coordinates were established by GPS observations
 GV5943.and adjusted by the National Geodetic Survey in September 1995..
 GV5943
 GV5943.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5943
 GV5943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5943
 GV5943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5943
 GV5943.The ellipsoidal height was determined by GPS observations
 GV5943.and is referenced to NAD 83.
 GV5943
 GV5943.The geoid height was determined by GEOID03.
 GV5943
 GV5943;                    North         East     Units Scale Factor Converg.
 GV5943;SPC VA S     - 1,105,232.723 3,662,031.437   MT  0.99994692   +1 06 31.8
 GV5943;SPC VA S     - 3,626,084.36 12,014,514.81   sFT  0.99994692   +1 06 31.8
 GV5943;UTM  18      - 4,125,855.513   351,657.603   MT  0.99987107   -1 00 47.8
 GV5943
 GV5943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5943!SPC VA S     -   1.00000154  x   0.99994692  =   0.99994846
 GV5943!UTM  18      -   1.00000154  x   0.99987107  =   0.99987261
 GV5943
 GV5943                          SUPERSEDED SURVEY CONTROL
 GV5943
 GV5943  ELLIP H (09/08/95)   -9.62   (m)                       GP(       ) 4 2
 GV5943  NAD 83(1993)-  37 16 02.87625(N)    076 40 22.91981(W) AD(       ) 2
 GV5943  ELLIP H (11/14/94)   -9.78   (m)                       GP(       ) 4 2
 GV5943  NAD 83(1986)-  37 16 02.88168(N)    076 40 22.93892(W) AD(       ) 2
 GV5943  NGVD 29 (12/05/90)   25.9    (m)           85.     (f) GPS OBS        
 GV5943
 GV5943.Superseded values are not recommended for survey control.
 GV5943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5943.See file dsdata.txt to determine how the superseded data were derived.
 GV5943
 GV5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5165825856(NAD 83)
 GV5943_MARKER: DD = SURVEY DISK
 GV5943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5943_SP_SET: CONCRETE POST
 GV5943_STAMPING: STATION NO. 033
 GV5943_MARK LOGO: VA-199
 GV5943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5943+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5943
 GV5943  HISTORY     - Date     Condition        Report By
 GV5943  HISTORY     - 1988     MONUMENTED       BSC
 GV5943
 GV5943                          STATION DESCRIPTION
 GV5943
 GV5943'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5943'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5943'STATION FROM THE INTERSECTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE
 GV5943'641 (PENNIMAN ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG ROUTE 641
 GV5943'FOR 0.25 KM (0.15 MI)  TO THE JUNCTION WITH HUBBARDS LANE.  TURN LEFT
 GV5943'ONTO HUBBARDS LANE AND PROCEED NORTH FOR APPROXIMATELY 0.15 KM
 GV5943'(0.10 MI) TO THE ENTRANCE TO THE FIRE STATION PARKING AREA AND PROCEED
 GV5943'TO THE SOUTH WEST CORNER OF THE LOT.
 GV5943'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5943'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 0.61 M (2.0 FT) SOUTH
 GV5943'OF THE FENCE CORNER POST OF THE CHAIN LINK FENCE SEPARATING THE BRUTON
 GV5943'DISTRICT FIRE STATION FROM MAGRUDER ELEMENTARY SCHOOL.  THE LOCATION
 GV5943'OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5943'BEARING             DISTANCE
 GV5943'RM 1    N00 41 41W       54.96 M (180.3 FT)
 GV5943'RM 2    S89 55 55E       62.44 M (204.9 FT)
 GV5943'RM 3    S25 56 18E      189.31 M (621.1 FT)
 GV5943'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5943'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5943'1.  IT IS LOCATED ADJACENT TO THE NORTHWEST END OF THE CHAIN LINK
 GV5943'FENCE, 1.98 M (6.5 FT)  SOUTHWEST OF THE FENCE ENDPOST.
 GV5943'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5943'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5943'2.  IT IS LOCATED 9.91 M (32.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5943'716 (HUBBARDS LANE), 1.22 M (4.0 FT) SOUTH OF UTILITY POLE NUMBER
 GV5943'UM-85.
 GV5943'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5943'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5943'3.  IT IS LOCATED 7.32 M (24.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5943'641, 9.14 M (30.0 FT) WEST OF THE CENTER LINE OF ROUTE 661 (JACKSON
 GV5943'DRIVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6091 ***********************************************************************
 GV6091  DESIGNATION -  033 RESET
 GV6091  PID         -  GV6091
 GV6091  STATE/COUNTY-  VA/YORK
 GV6091  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6091
 GV6091                         *CURRENT SURVEY CONTROL
 GV6091  ___________________________________________________________________
 GV6091* NAD 83(1993)-  37 16 02.91848(N)    076 40 21.74386(W)     ADJUSTED  
 GV6091* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 GV6091  ___________________________________________________________________
 GV6091  X           -   1,171,483.629 (meters)                     COMP
 GV6091  Y           -  -4,945,201.169 (meters)                     COMP
 GV6091  Z           -   3,841,052.690 (meters)                     COMP
 GV6091  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV6091  ELLIP HEIGHT-          -9.78  (meters)          (06/04/02) GPS OBS
 GV6091  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 GV6091
 GV6091  HORZ ORDER  -  SECOND
 GV6091  ELLP ORDER  -  FOURTH    CLASS II
 GV6091
 GV6091.The horizontal coordinates were established by GPS observations
 GV6091.and adjusted by the National Geodetic Survey in September 1995..
 GV6091
 GV6091.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6091
 GV6091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6091
 GV6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6091
 GV6091.The ellipsoidal height was determined by GPS observations
 GV6091.and is referenced to NAD 83.
 GV6091
 GV6091.The geoid height was determined by GEOID03.
 GV6091
 GV6091;                    North         East     Units Scale Factor Converg.
 GV6091;SPC VA S     - 1,105,234.620 3,662,060.206   MT  0.99994692   +1 06 32.5
 GV6091;SPC VA S     - 3,626,090.58 12,014,609.19   sFT  0.99994692   +1 06 32.5
 GV6091;UTM  18      - 4,125,856.344   351,686.420   MT  0.99987097   -1 00 47.1
 GV6091
 GV6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6091!SPC VA S     -   1.00000153  x   0.99994692  =   0.99994845
 GV6091!UTM  18      -   1.00000153  x   0.99987097  =   0.99987250
 GV6091
 GV6091                          SUPERSEDED SURVEY CONTROL
 GV6091
 GV6091  ELLIP H (09/08/95)   -9.58   (m)                       GP(       ) 4 2
 GV6091  NAD 83(1993)-  37 16 02.91968(N)    076 40 21.75063(W) AD(       ) 2
 GV6091  ELLIP H (11/14/94)   -9.75   (m)                       GP(       ) 4 2
 GV6091  NAD 83(1986)-  37 16 02.92551(N)    076 40 21.77009(W) AD(       ) 2
 GV6091  NGVD 29 (02/21/92)   25.9    (m)           85.     (f) GPS OBS        
 GV6091
 GV6091.Superseded values are not recommended for survey control.
 GV6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6091.See file dsdata.txt to determine how the superseded data were derived.
 GV6091
 GV6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5168625856(NAD 83)
 GV6091_MARKER: DD = SURVEY DISK
 GV6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6091_SP_SET: CONCRETE POST
 GV6091_STAMPING: STATION NO 033-RESET
 GV6091_MARK LOGO: VA-199
 GV6091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6091+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6091
 GV6091  HISTORY     - Date     Condition        Report By
 GV6091  HISTORY     - 1990     MONUMENTED       RSA
 GV6091
 GV6091                          STATION DESCRIPTION
 GV6091
 GV6091'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6091'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA, NEAR THE CITY OF
 GV6091'WILLIAMSBURG.  TO REACH THE STATION FROM THE INTERSECTION OF ROUTE
 GV6091'143 (MERRIMAC TRAIL) AND ROUTE 641 (PENNIMAN ROAD), PROCEED IN AN
 GV6091'EASTERLY DIRECTION ALONG ROUTE 641 FOR APPROXIMATELY 305 M
 GV6091'(1000.7 FT) TO THE INTERSECTION OF ROUTE 716 (HUBBARD LANE).  TRAVEL
 GV6091'NORTH ON ROUTE 716. THE STATION IS LOCATED WEST OF ROUTE 716 ON THE
 GV6091'GROUNDS OF THE FIRE STATION.  STATION NO. 033-RESET IS A 3.25 INCH
 GV6091'DISK SET IN CONCRETE APPROXIMATELY .050 M (0.164 FT) BELOW THE GROUND
 GV6091'SURFACE, STAMPED STATION NO. 033-RESET.  THE DISK IS LOCATED ON THE
 GV6091'GROUNDS OF THE BRUTON DISTRICT FIRE STATION, 8.08 M (26.51 FT) EAST
 GV6091'OF THE WEST WALL OF THE FIRE STATION, 5.64 M (18.50 FT) SOUTH OF THE
 GV6091'SOUTH WALL OF THE FIRE STATION, AND 1.22 M (4.00 FT) NORTH OF THE
 GV6091'CHAIN LINK FENCE SEPARATING THE FIRE STATION SITE AND THE MAGRUDER
 GV6091'ELEMENTARY SCHOOL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6092 ***********************************************************************
 GV6092  DESIGNATION -  0330
 GV6092  PID         -  GV6092
 GV6092  STATE/COUNTY-  VA/JAMES CITY
 GV6092  USGS QUAD   -  HOG ISLAND (1984)
 GV6092
 GV6092                         *CURRENT SURVEY CONTROL
 GV6092  ___________________________________________________________________
 GV6092* NAD 83(1993)-  37 13 54.75840(N)    076 39 18.58734(W)     ADJUSTED  
 GV6092* NAVD 88     -        29.0    (meters)      95.     (feet)  VERTCON   
 GV6092  ___________________________________________________________________
 GV6092  X           -   1,173,550.325 (meters)                     COMP
 GV6092  Y           -  -4,947,171.639 (meters)                     COMP
 GV6092  Z           -   3,837,909.647 (meters)                     COMP
 GV6092  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV6092  ELLIP HEIGHT-          -6.56  (meters)          (06/04/02) GPS OBS
 GV6092  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 GV6092
 GV6092  HORZ ORDER  -  SECOND
 GV6092  ELLP ORDER  -  FOURTH    CLASS II
 GV6092
 GV6092.The horizontal coordinates were established by GPS observations
 GV6092.and adjusted by the National Geodetic Survey in September 1995..
 GV6092
 GV6092.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6092
 GV6092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6092
 GV6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6092
 GV6092.The ellipsoidal height was determined by GPS observations
 GV6092.and is referenced to NAD 83.
 GV6092
 GV6092.The geoid height was determined by GEOID03.
 GV6092
 GV6092;                    North         East     Units Scale Factor Converg.
 GV6092;SPC VA S     - 1,101,314.869 3,663,693.117   MT  0.99994819   +1 07 10.8
 GV6092;SPC VA S     - 3,613,230.53 12,019,966.50   sFT  0.99994819   +1 07 10.8
 GV6092;UTM  18      - 4,121,879.142   353,172.977   MT  0.99986557   -1 00 05.8
 GV6092
 GV6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6092!SPC VA S     -   1.00000103  x   0.99994819  =   0.99994922
 GV6092!UTM  18      -   1.00000103  x   0.99986557  =   0.99986660
 GV6092
 GV6092|---------------------------------------------------------------------|
 GV6092| PID    Reference Object                     Distance      Geod. Az  |
 GV6092|                                                           dddmmss.s |
 GV6092| GV6139 330 RM 3 AZ MK                      380.620 METERS 10246     |
 GV6092|---------------------------------------------------------------------|
 GV6092
 GV6092                          SUPERSEDED SURVEY CONTROL
 GV6092
 GV6092  ELLIP H (09/08/95)   -6.37   (m)                       GP(       ) 4 2
 GV6092  NAD 83(1986)-  37 13 54.76575(N)    076 39 18.61404(W) AD(       ) 2
 GV6092  NGVD 29 (02/21/92)   29.3    (m)           96.     (f) GPS OBS        
 GV6092
 GV6092.Superseded values are not recommended for survey control.
 GV6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6092.See file dsdata.txt to determine how the superseded data were derived.
 GV6092
 GV6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5317321879(NAD 83)
 GV6092_MARKER: DD = SURVEY DISK
 GV6092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6092_SP_SET: CONCRETE POST
 GV6092_STAMPING: STATION NO 330
 GV6092_MARK LOGO: VA-095
 GV6092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6092+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6092
 GV6092  HISTORY     - Date     Condition        Report By
 GV6092  HISTORY     - 1990     MONUMENTED       RSA
 GV6092  HISTORY     - 19980110 GOOD             USPSQD
 GV6092  HISTORY     - 20030206 GOOD             USPSQD
 GV6092
 GV6092                          STATION DESCRIPTION
 GV6092
 GV6092'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6092'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6092'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6092'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6092'ALONG U.S. 60 FOR 0.90 KM (0.56 MI) TO KINGSMILL RD.  TURN SOUTHWEST
 GV6092'ONTO KINGSMILL ROAD AND TRAVEL 1.45 KM (0.90 MI) TO THE INTERSECTION
 GV6092'OF WAREHAMS POND ROAD.  TURN EAST ONTO WAREHAMS POND ROAD AND TRAVEL
 GV6092'APPROXIMATELY 1.33 KM (0.83 MI) .  THE STATION IS LOCATED SOUTH OF
 GV6092'WAREHAMS POND ROAD OPPOSITE THE ENTRANCE TO A BOAT STORAGE AREA.  THE
 GV6092'STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M
 GV6092'(0.10 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 330.  THE
 GV6092'DISK IS LOCATED 16.61 M (54.49 FT) SOUTHWEST OF THE CENTERLINE OF
 GV6092'WAREHAMS POND ROAD, ON TOP OF A BERM, AND 61.42 M (201.51 FT)
 GV6092'SOUTHEAST OF A TELEPHONE PEDESTAL.
 GV6092
 GV6092                          STATION RECOVERY (1998)
 GV6092
 GV6092'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6092'RECOVERED IN GOOD CONDITION.
 GV6092
 GV6092                          STATION RECOVERY (2003)
 GV6092
 GV6092'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6093 ***********************************************************************
 GV6093  DESIGNATION -  0331
 GV6093  PID         -  GV6093
 GV6093  STATE/COUNTY-  VA/JAMES CITY
 GV6093  USGS QUAD   -  HOG ISLAND (1984)
 GV6093
 GV6093                         *CURRENT SURVEY CONTROL
 GV6093  ___________________________________________________________________
 GV6093* NAD 83(1993)-  37 13 56.38809(N)    076 40 08.76339(W)     ADJUSTED  
 GV6093* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 GV6093  ___________________________________________________________________
 GV6093  X           -   1,172,338.114 (meters)                     COMP
 GV6093  Y           -  -4,947,420.149 (meters)                     COMP
 GV6093  Z           -   3,837,943.991 (meters)                     COMP
 GV6093  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 GV6093  ELLIP HEIGHT-         -15.91  (meters)          (06/04/02) GPS OBS
 GV6093  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV6093
 GV6093  HORZ ORDER  -  SECOND
 GV6093  ELLP ORDER  -  FOURTH    CLASS II
 GV6093
 GV6093.The horizontal coordinates were established by GPS observations
 GV6093.and adjusted by the National Geodetic Survey in September 1995..
 GV6093
 GV6093.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6093
 GV6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6093
 GV6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6093
 GV6093.The ellipsoidal height was determined by GPS observations
 GV6093.and is referenced to NAD 83.
 GV6093
 GV6093.The geoid height was determined by GEOID03.
 GV6093
 GV6093;                    North         East     Units Scale Factor Converg.
 GV6093;SPC VA S     - 1,101,341.022 3,662,455.593   MT  0.99994817   +1 06 40.4
 GV6093;SPC VA S     - 3,613,316.34 12,015,906.39   sFT  0.99994817   +1 06 40.4
 GV6093;UTM  18      - 4,121,951.078   351,937.368   MT  0.99987005   -1 00 36.3
 GV6093
 GV6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6093!SPC VA S     -   1.00000250  x   0.99994817  =   0.99995067
 GV6093!UTM  18      -   1.00000250  x   0.99987005  =   0.99987255
 GV6093
 GV6093:                Primary Azimuth Mark                     Grid Az
 GV6093:SPC VA S     -  331 RM 3 AZ MK                           122 13 34.7
 GV6093:UTM  18      -  331 RM 3 AZ MK                           124 20 51.4
 GV6093
 GV6093|---------------------------------------------------------------------|
 GV6093| PID    Reference Object                     Distance      Geod. Az  |
 GV6093|                                                           dddmmss.s |
 GV6093| GV6140 331 RM 3 AZ MK                      403.929 METERS 1232015.1 |
 GV6093|---------------------------------------------------------------------|
 GV6093
 GV6093                          SUPERSEDED SURVEY CONTROL
 GV6093
 GV6093  ELLIP H (09/08/95)  -15.71   (m)                       GP(       ) 4 2
 GV6093  NAD 83(1986)-  37 13 56.39530(N)    076 40 08.78992(W) AD(       ) 2
 GV6093  NGVD 29 (02/21/92)   19.9    (m)           65.     (f) GPS OBS        
 GV6093
 GV6093.Superseded values are not recommended for survey control.
 GV6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6093.See file dsdata.txt to determine how the superseded data were derived.
 GV6093
 GV6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5193721951(NAD 83)
 GV6093_MARKER: DD = SURVEY DISK
 GV6093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6093_SP_SET: CONCRETE POST
 GV6093_STAMPING: STATION NO 331
 GV6093_MARK LOGO: VA-095
 GV6093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6093+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6093
 GV6093  HISTORY     - Date     Condition        Report By
 GV6093  HISTORY     - 1990     MONUMENTED       RSA
 GV6093  HISTORY     - 19980110 GOOD             USPSQD
 GV6093  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6093
 GV6093                          STATION DESCRIPTION
 GV6093
 GV6093'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6093'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6093'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6093'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6093'ALONG U.S. 60 FOR 0.90 KM (0.56 MI) TO KINGSMILL ROAD.  TURN
 GV6093'SOUTHWEST ONTO KINGSMILL ROAD AND TRAVEL 1.93 KM (1.20 MI) TO THE
 GV6093'INTERSECTION OF MOUNTS BAY ROAD.  TURN NORTHWEST ONTO MOUNTS BAY ROAD
 GV6093'AND TRAVEL APPROXIMATELY 420 M (1377.9 FT) TO RANDOLPHS GREEN ROAD.
 GV6093'THE STATION IS LOCATED SOUTHWEST OF MOUNTS BAY ROAD, NEAR A WOODEN
 GV6093'LIGHT POLE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6093'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6093'STATION NO. 331.  THE DISK IS LOCATED 8.08 M (26.51 FT) SOUTHWEST OF
 GV6093'THE CENTER LINE OF THE PAVEMENT OF MOUNTS BAY ROAD, 14.42 M
 GV6093'(47.31 FT) NORTHWEST OF A STOP SIGN AT RANDOLPHS GREEN, AND 5.24 M
 GV6093'(17.19 FT) EAST OF A WOODEN LIGHT POLE.
 GV6093
 GV6093                          STATION RECOVERY (1998)
 GV6093
 GV6093'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6093'RECOVERED IN GOOD CONDITION.
 GV6093
 GV6093                          STATION RECOVERY (2003)
 GV6093
 GV6093'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6094 ***********************************************************************
 GV6094  DESIGNATION -  0332
 GV6094  PID         -  GV6094
 GV6094  STATE/COUNTY-  VA/JAMES CITY
 GV6094  USGS QUAD   -  HOG ISLAND (1984)
 GV6094
 GV6094                         *CURRENT SURVEY CONTROL
 GV6094  ___________________________________________________________________
 GV6094* NAD 83(1993)-  37 14 38.46041(N)    076 43 15.70197(W)     ADJUSTED  
 GV6094* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 GV6094  ___________________________________________________________________
 GV6094  X           -   1,167,673.910 (meters)                     COMP
 GV6094  Y           -  -4,947,718.514 (meters)                     COMP
 GV6094  Z           -   3,838,977.973 (meters)                     COMP
 GV6094  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GV6094  ELLIP HEIGHT-         -13.61  (meters)          (06/04/02) GPS OBS
 GV6094  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 GV6094
 GV6094  HORZ ORDER  -  SECOND
 GV6094  ELLP ORDER  -  FOURTH    CLASS II
 GV6094
 GV6094.The horizontal coordinates were established by GPS observations
 GV6094.and adjusted by the National Geodetic Survey in September 1995..
 GV6094
 GV6094.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6094
 GV6094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6094
 GV6094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6094
 GV6094.The ellipsoidal height was determined by GPS observations
 GV6094.and is referenced to NAD 83.
 GV6094
 GV6094.The geoid height was determined by GEOID03.
 GV6094
 GV6094;                    North         East     Units Scale Factor Converg.
 GV6094;SPC VA S     - 1,102,549.652 3,657,824.193   MT  0.99994771   +1 04 46.9
 GV6094;SPC VA S     - 3,617,281.65 12,000,711.54   sFT  0.99994771   +1 04 46.9
 GV6094;UTM  18      - 4,123,330.223   347,354.200   MT  0.99988703   -1 02 30.4
 GV6094
 GV6094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6094!SPC VA S     -   1.00000214  x   0.99994771  =   0.99994985
 GV6094!UTM  18      -   1.00000214  x   0.99988703  =   0.99988917
 GV6094
 GV6094                          SUPERSEDED SURVEY CONTROL
 GV6094
 GV6094  ELLIP H (09/08/95)  -13.40   (m)                       GP(       ) 4 2
 GV6094  NAD 83(1986)-  37 14 38.46716(N)    076 43 15.72810(W) AD(       ) 2
 GV6094  NGVD 29 (02/21/92)   22.1    (m)           73.     (f) GPS OBS        
 GV6094
 GV6094.Superseded values are not recommended for survey control.
 GV6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6094.See file dsdata.txt to determine how the superseded data were derived.
 GV6094
 GV6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4735423330(NAD 83)
 GV6094_MARKER: DD = SURVEY DISK
 GV6094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6094_SP_SET: CONCRETE POST
 GV6094_STAMPING: STATION NO 332
 GV6094_MARK LOGO: VA-095
 GV6094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6094+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6094
 GV6094  HISTORY     - Date     Condition        Report By
 GV6094  HISTORY     - 1990     MONUMENTED       RSA
 GV6094  HISTORY     - 19980109 GOOD             USPSQD
 GV6094  HISTORY     - 20030206 GOOD             USPSQD
 GV6094
 GV6094                          STATION DESCRIPTION
 GV6094
 GV6094'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6094'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6094'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6094'(JAMESTOWN ROAD) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6094'ALONG ROUTE 199 APPROXIMATELY 610 M (2001.3 FT) TO THE INTERSECTION
 GV6094'OF BROOKWOOD DRIVE.  TURN WEST ONTO BROOKWOOD DRIVE THEN IMMEDIATELY
 GV6094'SOUTH ONTO ROUTE 618 (LAKE POWELL ROAD) AND TRAVEL APPROXIMATELY 0.54
 GV6094'KM (0.34 MI) TO MARCLAY ROAD.  TURN ONTO MARCLAY ROAD AND TRAVEL
 GV6094'APPROXIMATELY 0.64 KM (0.40 MI) .  THE STATION IS LOCATED SOUTHWEST
 GV6094'OF MARCLAY ROAD NEAR A TELEPHONE PEDESTAL.  THE STATION IS A 3.25
 GV6094'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6094'GROUND SURFACE, STAMPED STATION NO. 332.  THE DISK IS LOCATED
 GV6094'APPROXIMATELY 0.64 KM (0.40 MI) EAST OF THE INTERSECTION OF ROUTE 617
 GV6094'AND MARCLAY ROAD, 7.38 M (24.21 FT) SOUTHWEST OF THE CENTER LINE OF
 GV6094'THE PAVEMENT OF MARCLAY ROAD, 1.74 M (5.71 FT) WEST OF A TELEPHONE
 GV6094'PEDESTAL, AND 11.16 M (36.61 FT) SOUTHWEST OF UTILITY POLE NUMBER
 GV6094'QK78.
 GV6094
 GV6094                          STATION RECOVERY (1998)
 GV6094
 GV6094'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6094'RECOVERED IN GOOD CONDITION.
 GV6094
 GV6094                          STATION RECOVERY (2003)
 GV6094
 GV6094'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6095 ***********************************************************************
 GV6095  DESIGNATION -  0333
 GV6095  PID         -  GV6095
 GV6095  STATE/COUNTY-  VA/JAMES CITY
 GV6095  USGS QUAD   -  HOG ISLAND (1984)
 GV6095
 GV6095                         *CURRENT SURVEY CONTROL
 GV6095  ___________________________________________________________________
 GV6095* NAD 83(1993)-  37 13 31.06688(N)    076 43 53.26724(W)     ADJUSTED  
 GV6095* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 GV6095  ___________________________________________________________________
 GV6095  X           -   1,167,058.909 (meters)                     COMP
 GV6095  Y           -  -4,949,144.371 (meters)                     COMP
 GV6095  Z           -   3,837,315.808 (meters)                     COMP
 GV6095  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 GV6095  ELLIP HEIGHT-         -26.89  (meters)          (06/04/02) GPS OBS
 GV6095  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 GV6095
 GV6095  HORZ ORDER  -  SECOND
 GV6095  ELLP ORDER  -  FOURTH    CLASS II
 GV6095
 GV6095.The horizontal coordinates were established by GPS observations
 GV6095.and adjusted by the National Geodetic Survey in September 1995..
 GV6095
 GV6095.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6095
 GV6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6095
 GV6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6095
 GV6095.The ellipsoidal height was determined by GPS observations
 GV6095.and is referenced to NAD 83.
 GV6095
 GV6095.The geoid height was determined by GEOID03.
 GV6095
 GV6095;                    North         East     Units Scale Factor Converg.
 GV6095;SPC VA S     - 1,100,455.099 3,656,937.480   MT  0.99994847   +1 04 24.1
 GV6095;SPC VA S     - 3,610,409.77 11,997,802.38   sFT  0.99994847   +1 04 24.1
 GV6095;UTM  18      - 4,121,270.049   346,390.623   MT  0.99989067   -1 02 51.6
 GV6095
 GV6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6095!SPC VA S     -   1.00000422  x   0.99994847  =   0.99995269
 GV6095!UTM  18      -   1.00000422  x   0.99989067  =   0.99989489
 GV6095
 GV6095|---------------------------------------------------------------------|
 GV6095| PID    Reference Object                     Distance      Geod. Az  |
 GV6095|                                                           dddmmss.s |
 GV6095| GV6142 333 RM 3 AZ MK                      373.919 METERS 17410     |
 GV6095|---------------------------------------------------------------------|
 GV6095
 GV6095                          SUPERSEDED SURVEY CONTROL
 GV6095
 GV6095  ELLIP H (09/08/95)  -26.69   (m)                       GP(       ) 4 2
 GV6095  NAD 83(1993)-  37 13 31.06783(N)    076 43 53.27372(W) AD(       ) 2
 GV6095  NAD 83(1986)-  37 13 31.07358(N)    076 43 53.29308(W) AD(       ) 2
 GV6095  NGVD 29 (02/21/92)    8.8    (m)           29.     (f) GPS OBS        
 GV6095
 GV6095.Superseded values are not recommended for survey control.
 GV6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6095.See file dsdata.txt to determine how the superseded data were derived.
 GV6095
 GV6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4639121270(NAD 83)
 GV6095_MARKER: DD = SURVEY DISK
 GV6095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6095_SP_SET: CONCRETE POST
 GV6095_STAMPING: STATION NO 333
 GV6095_MARK LOGO: VA-095
 GV6095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6095+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6095
 GV6095  HISTORY     - Date     Condition        Report By
 GV6095  HISTORY     - 1990     MONUMENTED       RSA
 GV6095  HISTORY     - 19970109 GOOD             USPSQD
 GV6095  HISTORY     - 20030206 GOOD             USPSQD
 GV6095
 GV6095                          STATION DESCRIPTION
 GV6095
 GV6095'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6095'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6095'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6095'(JAMESTOWN ROAD) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6095'ALONG ROUTE 199 APPROXIMATELY 610 M (2001.3 FT) TO THE INTERSECTION
 GV6095'OF BROOKWOOD DRIVE.  TURN WEST ONTO BROOKWOOD DRIVE, THEN
 GV6095'IMMEDIATELY TURN SOUTH ONTO ROUTE 618 (LAKE POWELL ROAD) AND TRAVEL
 GV6095'APPROXIMATELY 2.37 KM (1.47 MI) TO THE INTERSECTION OF ROUTE 617
 GV6095'(TREASURE ISLAND ROAD).  CONTINUE SOUTH ALONG ROUTE 617 FOR
 GV6095'APPROXIMATELY 0.84 M (2.76 FT) .  THE STATION IS LOCATED NORTHWEST OF
 GV6095'ROUTE 617 NEAR A WOODEN FENCE.  THE STATION IS A 3.25 INCH DISK SET
 GV6095'IN CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE,
 GV6095'STAMPED STATION NO. 333.  THE DISK IS LOCATED APPROXIMATELY 0.97 KM
 GV6095'(0.60 MI) SOUTH OF ROUTE 618, 5.18 M (16.99 FT) WEST OF THE CENTER
 GV6095'LINE OF THE PAVEMENT ROUTE 617, 1.52 M (4.99 FT) EAST OF A 54 INCH
 GV6095'WOODEN FENCE, AND 33.01 M (108.30 FT) SOUTH OF THE CORNER OF THE 54
 GV6095'INCH WOODEN FENCE.
 GV6095
 GV6095                          STATION RECOVERY (1997)
 GV6095
 GV6095'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6095'RECOVERED IN GOOD CONDITION.
 GV6095
 GV6095                          STATION RECOVERY (2003)
 GV6095
 GV6095'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6096 ***********************************************************************
 GV6096  DESIGNATION -  0334
 GV6096  PID         -  GV6096
 GV6096  STATE/COUNTY-  VA/JAMES CITY
 GV6096  USGS QUAD   -  SURRY (1983)
 GV6096
 GV6096                         *CURRENT SURVEY CONTROL
 GV6096  ___________________________________________________________________
 GV6096* NAD 83(1993)-  37 13 45.65221(N)    076 45 19.94841(W)     ADJUSTED  
 GV6096* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 GV6096  ___________________________________________________________________
 GV6096  X           -   1,164,915.632 (meters)                     COMP
 GV6096  Y           -  -4,949,365.293 (meters)                     COMP
 GV6096  Z           -   3,837,670.471 (meters)                     COMP
 GV6096  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV6096  ELLIP HEIGHT-         -32.44  (meters)          (06/04/02) GPS OBS
 GV6096  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 GV6096
 GV6096  HORZ ORDER  -  SECOND
 GV6096  ELLP ORDER  -  FOURTH    CLASS II
 GV6096
 GV6096.The horizontal coordinates were established by GPS observations
 GV6096.and adjusted by the National Geodetic Survey in September 1995..
 GV6096
 GV6096.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6096
 GV6096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6096
 GV6096.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6096
 GV6096.The ellipsoidal height was determined by GPS observations
 GV6096.and is referenced to NAD 83.
 GV6096
 GV6096.The geoid height was determined by GEOID03.
 GV6096
 GV6096;                    North         East     Units Scale Factor Converg.
 GV6096;SPC VA S     - 1,100,864.885 3,654,792.760   MT  0.99994829   +1 03 31.5
 GV6096;SPC VA S     - 3,611,754.21 11,990,765.91   sFT  0.99994829   +1 03 31.5
 GV6096;UTM  18      - 4,121,758.906   344,262.654   MT  0.99989878   -1 03 44.4
 GV6096
 GV6096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6096!SPC VA S     -   1.00000509  x   0.99994829  =   0.99995338
 GV6096!UTM  18      -   1.00000509  x   0.99989878  =   0.99990387
 GV6096
 GV6096                          SUPERSEDED SURVEY CONTROL
 GV6096
 GV6096  ELLIP H (09/08/95)  -32.23   (m)                       GP(       ) 4 2
 GV6096  NAD 83(1993)-  37 13 45.65264(N)    076 45 19.95509(W) AD(       ) 2
 GV6096  NAD 83(1986)-  37 13 45.65869(N)    076 45 19.97395(W) AD(       ) 2
 GV6096  NGVD 29 (02/21/92)    3.2    (m)           10.     (f) GPS OBS        
 GV6096
 GV6096.Superseded values are not recommended for survey control.
 GV6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6096.See file dsdata.txt to determine how the superseded data were derived.
 GV6096
 GV6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4426321759(NAD 83)
 GV6096_MARKER: DD = SURVEY DISK
 GV6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6096_SP_SET: CONCRETE POST
 GV6096_STAMPING: STATION NO 334
 GV6096_MARK LOGO: VA-095
 GV6096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6096+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6096
 GV6096  HISTORY     - Date     Condition        Report By
 GV6096  HISTORY     - 1990     MONUMENTED       RSA
 GV6096  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6096  HISTORY     - 20030206 GOOD             USPSQD
 GV6096
 GV6096                          STATION DESCRIPTION
 GV6096
 GV6096'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6096'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6096'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6096'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED SOUTHWEST
 GV6096'ALONG ROUTE 31 APPROXIMATELY 2.69 KM (1.67 MI) TO THE INTERSECTION OF
 GV6096'ROUTE 682 (NECK-O-LAND ROAD).  TURN SOUTHWEST ONTO ROUTE 682 AND
 GV6096'TRAVEL APPROXIMATELY 0.91 KM (0.57 MI) .  THE STATION IS LOCATED
 GV6096'NORTH OF ROUTE 682 NEAR A ONE-STORY FRAME HOUSE.  THE STATION IS A
 GV6096'3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW
 GV6096'THE GROUND SURFACE, STAMPED STATION NO. 334.  THE DISK IS LOCATED
 GV6096'APPROXIMATELY 45.72 M (150.00 FT) NORTHEAST OF THE ENTRANCE TO
 GV6096'JAMESTOWN MARINA, 0.16 KM (0.10 MI) WEST OF ROUTE 1457 (GATE HOUSE
 GV6096'ROAD), 4.24 M (13.91 FT) NORTHWEST OF THE CENTER LINE OF THE PAVEMENT
 GV6096'OF ROUTE 682, 16.64 M (54.59 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 GV6096'A ONE-STORY FRAME HOUSE, AND 18.71 M (61.38 FT) NORTHWEST OF A 20
 GV6096'INCH CEDAR.
 GV6096
 GV6096                          STATION RECOVERY (1998)
 GV6096
 GV6096'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6096'MARK NOT FOUND.
 GV6096
 GV6096                          STATION RECOVERY (2003)
 GV6096
 GV6096'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6097 ***********************************************************************
 GV6097  DESIGNATION -  0335
 GV6097  PID         -  GV6097
 GV6097  STATE/COUNTY-  VA/JAMES CITY
 GV6097  USGS QUAD   -  HOG ISLAND (1984)
 GV6097
 GV6097                         *CURRENT SURVEY CONTROL
 GV6097  ___________________________________________________________________
 GV6097* NAD 83(1993)-  37 14 51.91626(N)    076 42 23.88734(W)     ADJUSTED  
 GV6097* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 GV6097  ___________________________________________________________________
 GV6097  X           -   1,168,857.453 (meters)                     COMP
 GV6097  Y           -  -4,947,174.009 (meters)                     COMP
 GV6097  Z           -   3,839,302.967 (meters)                     COMP
 GV6097  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV6097  ELLIP HEIGHT-         -22.24  (meters)          (06/04/02) GPS OBS
 GV6097  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 GV6097
 GV6097  HORZ ORDER  -  SECOND
 GV6097  ELLP ORDER  -  FOURTH    CLASS II
 GV6097
 GV6097.The horizontal coordinates were established by GPS observations
 GV6097.and adjusted by the National Geodetic Survey in September 1995..
 GV6097
 GV6097.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6097
 GV6097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6097
 GV6097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6097
 GV6097.The ellipsoidal height was determined by GPS observations
 GV6097.and is referenced to NAD 83.
 GV6097
 GV6097.The geoid height was determined by GEOID03.
 GV6097
 GV6097;                    North         East     Units Scale Factor Converg.
 GV6097;SPC VA S     - 1,102,988.537 3,659,093.053   MT  0.99994757   +1 05 18.4
 GV6097;SPC VA S     - 3,618,721.56 12,004,874.46   sFT  0.99994757   +1 05 18.4
 GV6097;UTM  18      - 4,123,721.810   348,638.357   MT  0.99988222   -1 01 59.4
 GV6097
 GV6097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6097!SPC VA S     -   1.00000349  x   0.99994757  =   0.99995106
 GV6097!UTM  18      -   1.00000349  x   0.99988222  =   0.99988571
 GV6097
 GV6097                          SUPERSEDED SURVEY CONTROL
 GV6097
 GV6097  ELLIP H (09/08/95)  -22.04   (m)                       GP(       ) 4 2
 GV6097  NAD 83(1986)-  37 14 51.92307(N)    076 42 23.91349(W) AD(       ) 2
 GV6097  NGVD 29 (02/21/92)   13.5    (m)           44.     (f) GPS OBS        
 GV6097
 GV6097.Superseded values are not recommended for survey control.
 GV6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6097.See file dsdata.txt to determine how the superseded data were derived.
 GV6097
 GV6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4863823722(NAD 83)
 GV6097_MARKER: DD = SURVEY DISK
 GV6097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6097_SP_SET: CONCRETE POST
 GV6097_STAMPING: STATION NO 335
 GV6097_MARK LOGO: VA-095
 GV6097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6097+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6097
 GV6097  HISTORY     - Date     Condition        Report By
 GV6097  HISTORY     - 1990     MONUMENTED       RSA
 GV6097  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6097  HISTORY     - 20030206 GOOD             USPSQD
 GV6097
 GV6097                          STATION DESCRIPTION
 GV6097
 GV6097'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6097'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6097'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 199
 GV6097'(SOUTH BYPASS) AND THE COLONIAL NATIONAL HISTORICAL PARKWAY, PROCEED
 GV6097'WEST ALONG ROUTE 199 APPROXIMATELY 0.32 KM (0.20 MI)   THE STATION IS
 GV6097'LOCATED IN THE MEDIAN, NEAR AN EAST-WEST CROSSOVER.  THE STATION IS A
 GV6097'3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW
 GV6097'THE GROUND SURFACE, STAMPED STATION NO. 335.  THE DISK IS LOCATED
 GV6097'APPROXIMATELY 0.32 KM (0.20 MI) WEST OF THE COLONIAL PARKWAY IN THE
 GV6097'MEDIAN OF ROUTE 199, 1.28 M (4.20 FT) SOUTH OF THE CURB OF THE
 GV6097'WESTBOUND LANES OF ROUTE 199, 2.29 M (7.51 FT) NORTH OF THE CURB OF
 GV6097'THE EASTBOUND LANES OF ROUTE 199, AND 13.50 M (44.29 FT) EAST OF A
 GV6097'KEEP RIGHT SIGN.
 GV6097
 GV6097                          STATION RECOVERY (1998)
 GV6097
 GV6097'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6097'MARK NOT FOUND.
 GV6097
 GV6097                          STATION RECOVERY (2003)
 GV6097
 GV6097'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6098 ***********************************************************************
 GV6098  DESIGNATION -  0336
 GV6098  PID         -  GV6098
 GV6098  STATE/COUNTY-  VA/JAMES CITY
 GV6098  USGS QUAD   -  NORGE (1984)
 GV6098
 GV6098                         *CURRENT SURVEY CONTROL
 GV6098  ___________________________________________________________________
 GV6098* NAD 83(1993)-  37 16 06.02160(N)    076 49 21.56242(W)     ADJUSTED  
 GV6098* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 GV6098  ___________________________________________________________________
 GV6098  X           -   1,158,523.965 (meters)                     COMP
 GV6098  Y           -  -4,948,192.431 (meters)                     COMP
 GV6098  Z           -   3,841,127.803 (meters)                     COMP
 GV6098  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV6098  ELLIP HEIGHT-         -11.46  (meters)          (06/04/02) GPS OBS
 GV6098  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV6098
 GV6098  HORZ ORDER  -  SECOND
 GV6098  ELLP ORDER  -  FOURTH    CLASS II
 GV6098
 GV6098.The horizontal coordinates were established by GPS observations
 GV6098.and adjusted by the National Geodetic Survey in September 1995..
 GV6098
 GV6098.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6098
 GV6098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6098
 GV6098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6098
 GV6098.The ellipsoidal height was determined by GPS observations
 GV6098.and is referenced to NAD 83.
 GV6098
 GV6098.The geoid height was determined by GEOID03.
 GV6098
 GV6098;                    North         East     Units Scale Factor Converg.
 GV6098;SPC VA S     - 1,105,083.410 3,648,761.139   MT  0.99994689   +1 01 04.9
 GV6098;SPC VA S     - 3,625,594.49 11,970,977.17   sFT  0.99994689   +1 01 04.9
 GV6098;UTM  18      - 4,126,197.658   338,391.552   MT  0.99992173   -1 06 14.2
 GV6098
 GV6098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6098!SPC VA S     -   1.00000180  x   0.99994689  =   0.99994869
 GV6098!UTM  18      -   1.00000180  x   0.99992173  =   0.99992353
 GV6098
 GV6098|---------------------------------------------------------------------|
 GV6098| PID    Reference Object                     Distance      Geod. Az  |
 GV6098|                                                           dddmmss.s |
 GV6098| GV6145 336 RM 3 AZ MK                      303.207 METERS 16421     |
 GV6098|---------------------------------------------------------------------|
 GV6098
 GV6098                          SUPERSEDED SURVEY CONTROL
 GV6098
 GV6098  ELLIP H (09/08/95)  -11.24   (m)                       GP(       ) 4 2
 GV6098  NAD 83(1993)-  37 16 06.02259(N)    076 49 21.56880(W) AD(       ) 2
 GV6098  ELLIP H (11/14/94)  -11.39   (m)                       GP(       ) 4 2
 GV6098  NAD 83(1986)-  37 16 06.02778(N)    076 49 21.58752(W) AD(       ) 2
 GV6098  NGVD 29 (02/21/92)   24.0    (m)           79.     (f) GPS OBS        
 GV6098
 GV6098.Superseded values are not recommended for survey control.
 GV6098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6098.See file dsdata.txt to determine how the superseded data were derived.
 GV6098
 GV6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3839226198(NAD 83)
 GV6098_MARKER: DD = SURVEY DISK
 GV6098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6098_SP_SET: CONCRETE POST
 GV6098_STAMPING: STATION NO 336
 GV6098_MARK LOGO: VA-095
 GV6098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6098+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6098
 GV6098  HISTORY     - Date     Condition        Report By
 GV6098  HISTORY     - 1990     MONUMENTED       RSA
 GV6098  HISTORY     - 19980126 GOOD             USPSQD
 GV6098  HISTORY     - 20021217 GOOD             USPSQD
 GV6098
 GV6098                          STATION DESCRIPTION
 GV6098
 GV6098'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6098'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6098'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6098'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6098'ALONG ROUTE 614 APPROXIMATELY 2.62 KM (1.63 MI) TO THE INTERSECTION
 GV6098'OF ROUTE 613 (BRICK BAT ROAD). TURN WEST ONTO ROUTE 613 AND TRAVEL
 GV6098'APPROXIMATELY 1.80 KM (1.12 MI) .  THE STATION IS LOCATED JUST SOUTH
 GV6098'OF THE INTERSECTION OF ROUTE 613 AND ROUTE 1125 (SAWMILL ROAD), NEAR
 GV6098'A FENCE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6098'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6098'STATION NO. 336.  THE DISK IS LOCATED APPROXIMATELY 4.45 M
 GV6098'(14.60 FT) SOUTHWEST OF THE CENTER LINE OF THE PAVEMENT OF ROUTE
 GV6098'1125, 3.05 M (10.01 FT) NORTHEAST OF A 36 INCH WIRE FENCE, AND 6.46 M
 GV6098'(21.19 FT) SOUTH OF UTILITY POLE NUMBER CC96.
 GV6098
 GV6098                          STATION RECOVERY (1998)
 GV6098
 GV6098'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6098'RECOVERED IN GOOD CONDITION.
 GV6098
 GV6098                          STATION RECOVERY (2002)
 GV6098
 GV6098'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6099 ***********************************************************************
 GV6099  DESIGNATION -  0337
 GV6099  PID         -  GV6099
 GV6099  STATE/COUNTY-  VA/JAMES CITY
 GV6099  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6099
 GV6099                         *CURRENT SURVEY CONTROL
 GV6099  ___________________________________________________________________
 GV6099* NAD 83(1993)-  37 15 56.48135(N)    076 40 48.78057(W)     ADJUSTED  
 GV6099* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 GV6099  ___________________________________________________________________
 GV6099  X           -   1,170,862.960 (meters)                     COMP
 GV6099  Y           -  -4,945,471.033 (meters)                     COMP
 GV6099  Z           -   3,840,894.306 (meters)                     COMP
 GV6099  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV6099  ELLIP HEIGHT-         -10.53  (meters)          (06/04/02) GPS OBS
 GV6099  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 GV6099
 GV6099  HORZ ORDER  -  SECOND
 GV6099  ELLP ORDER  -  FOURTH    CLASS II
 GV6099
 GV6099.The horizontal coordinates were established by GPS observations
 GV6099.and adjusted by the National Geodetic Survey in September 1995..
 GV6099
 GV6099.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6099
 GV6099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6099
 GV6099.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6099
 GV6099.The ellipsoidal height was determined by GPS observations
 GV6099.and is referenced to NAD 83.
 GV6099
 GV6099.The geoid height was determined by GEOID03.
 GV6099
 GV6099;                    North         East     Units Scale Factor Converg.
 GV6099;SPC VA S     - 1,105,023.354 3,661,398.044   MT  0.99994697   +1 06 16.1
 GV6099;SPC VA S     - 3,625,397.45 12,012,436.75   sFT  0.99994697   +1 06 16.1
 GV6099;UTM  18      - 4,125,669.756   351,016.940   MT  0.99987342   -1 01 03.3
 GV6099
 GV6099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6099!SPC VA S     -   1.00000165  x   0.99994697  =   0.99994862
 GV6099!UTM  18      -   1.00000165  x   0.99987342  =   0.99987507
 GV6099
 GV6099                          SUPERSEDED SURVEY CONTROL
 GV6099
 GV6099  ELLIP H (09/08/95)  -10.33   (m)                       GP(       ) 4 2
 GV6099  NAD 83(1993)-  37 15 56.48259(N)    076 40 48.78733(W) AD(       ) 2
 GV6099  ELLIP H (11/14/94)  -10.50   (m)                       GP(       ) 4 2
 GV6099  NAD 83(1986)-  37 15 56.48842(N)    076 40 48.80679(W) AD(       ) 2
 GV6099  NGVD 29 (02/21/92)   25.2    (m)           83.     (f) GPS OBS        
 GV6099
 GV6099.Superseded values are not recommended for survey control.
 GV6099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6099.See file dsdata.txt to determine how the superseded data were derived.
 GV6099
 GV6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5101725670(NAD 83)
 GV6099_MARKER: DD = SURVEY DISK
 GV6099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6099_SP_SET: CONCRETE POST
 GV6099_STAMPING: STATION NO 337
 GV6099_MARK LOGO: VA-095
 GV6099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6099+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6099
 GV6099  HISTORY     - Date     Condition        Report By
 GV6099  HISTORY     - 1990     MONUMENTED       RSA
 GV6099  HISTORY     - 19971029 GOOD             USPSQD
 GV6099  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6099
 GV6099                          STATION DESCRIPTION
 GV6099
 GV6099'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6099'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6099'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND U.S.60
 GV6099'(POCAHONTAS TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTHWEST
 GV6099'ALONG U.S.60 FOR APPROXIMATELY 1.69 KM (1.05 MI) .  THE STATION IS
 GV6099'LOCATED APPROXIMATELY 0.64 KM (0.40 MI) WEST OF FIFTH AVENUE, AND
 GV6099'NORTH OF U.S.60 NEAR A SET OF RAILROAD TRACKS.  THE STATION IS A 3.25
 GV6099'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6099'GROUND SURFACE, STAMPED STATION NO. 337.  THE DISK IS LOCATED
 GV6099'APPROXIMATELY 0.64 KM (0.40 MI) WEST OF FIFTH AVENUE, 1.40 M
 GV6099'(4.59 FT) NORTH OF THE BACK OF THE CURB ON THE NORTH SIDE OF U.S.60,
 GV6099'15.91 M (52.20 FT) SOUTHWEST OF CHESAPEAKE AND POTOMAC TELEPHONE
 GV6099'COMPANY UTILITY POLE NUMBER 14.
 GV6099
 GV6099                          STATION RECOVERY (1997)
 GV6099
 GV6099'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6099'RECOVERED IN GOOD CONDITION.
 GV6099
 GV6099                          STATION RECOVERY (2003)
 GV6099
 GV6099'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6099' 
 GV6099' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6100 ***********************************************************************
 GV6100  DESIGNATION -  0338
 GV6100  PID         -  GV6100
 GV6100  STATE/COUNTY-  VA/JAMES CITY
 GV6100  USGS QUAD   -  HOG ISLAND (1984)
 GV6100
 GV6100                         *CURRENT SURVEY CONTROL
 GV6100  ___________________________________________________________________
 GV6100* NAD 83(1993)-  37 13 55.09365(N)    076 37 30.62023(W)     ADJUSTED  
 GV6100* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 GV6100  ___________________________________________________________________
 GV6100  X           -   1,176,137.302 (meters)                     COMP
 GV6100  Y           -  -4,946,546.560 (meters)                     COMP
 GV6100  Z           -   3,837,914.723 (meters)                     COMP
 GV6100  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV6100  ELLIP HEIGHT-         -11.77  (meters)          (06/04/02) GPS OBS
 GV6100  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 GV6100
 GV6100  HORZ ORDER  -  SECOND
 GV6100  ELLP ORDER  -  FOURTH    CLASS II
 GV6100
 GV6100.The horizontal coordinates were established by GPS observations
 GV6100.and adjusted by the National Geodetic Survey in September 1995..
 GV6100
 GV6100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6100
 GV6100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6100
 GV6100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6100
 GV6100.The ellipsoidal height was determined by GPS observations
 GV6100.and is referenced to NAD 83.
 GV6100
 GV6100.The geoid height was determined by GEOID03.
 GV6100
 GV6100;                    North         East     Units Scale Factor Converg.
 GV6100;SPC VA S     - 1,101,377.628 3,666,353.666   MT  0.99994818   +1 08 16.4
 GV6100;SPC VA S     - 3,613,436.43 12,028,695.32   sFT  0.99994818   +1 08 16.4
 GV6100;UTM  18      - 4,121,843.379   355,833.793   MT  0.99985603   -0 59 00.5
 GV6100
 GV6100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6100!SPC VA S     -   1.00000185  x   0.99994818  =   0.99995003
 GV6100!UTM  18      -   1.00000185  x   0.99985603  =   0.99985788
 GV6100
 GV6100                          SUPERSEDED SURVEY CONTROL
 GV6100
 GV6100  ELLIP H (09/08/95)  -11.59   (m)                       GP(       ) 4 2
 GV6100  NAD 83(1993)-  37 13 55.09289(N)    076 37 30.62895(W) AD(       ) 2
 GV6100  NAD 83(1986)-  37 13 55.10145(N)    076 37 30.64763(W) AD(       ) 2
 GV6100  NGVD 29 (02/21/92)   24.1    (m)           79.     (f) GPS OBS        
 GV6100
 GV6100.Superseded values are not recommended for survey control.
 GV6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6100.See file dsdata.txt to determine how the superseded data were derived.
 GV6100
 GV6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5583421843(NAD 83)
 GV6100_MARKER: DD = SURVEY DISK
 GV6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6100_SP_SET: CONCRETE POST
 GV6100_STAMPING: STATION NO 338
 GV6100_MARK LOGO: VA-095
 GV6100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6100+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6100
 GV6100  HISTORY     - Date     Condition        Report By
 GV6100  HISTORY     - 1990     MONUMENTED       RSA
 GV6100  HISTORY     - 19980110 GOOD             USPSQD
 GV6100  HISTORY     - 20030206 GOOD             USPSQD
 GV6100
 GV6100                          STATION DESCRIPTION
 GV6100
 GV6100'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6100'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6100'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND ROUTE
 GV6100'143 (MERRIMAC TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED SOUTHEAST
 GV6100'ALONG ROUTE 143 APPROXIMATELY 3.96 KM (2.46 MI) .  THE STATION IS
 GV6100'LOCATED 1.29 KM (0.80 MI) WEST OF GATE 13 OF THE U.S.NAVAL WEAPONS
 GV6100'STATION, NORTH OF ROUTE 143, AND SOUTH OF INTERSTATE 64.  THE STATION
 GV6100'IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT)
 GV6100'BELOW THE GROUND SURFACE, STAMPED STATION NO. 338.  THE DISK IS
 GV6100'LOCATED APPROXIMATELY 1.28 KM (0.80 MI) WEST OF GATE 13 OF THE U.S.
 GV6100'NAVAL WEAPONS STATION, 9.91 M (32.51 FT) NORTH OF THE CENTER LINE OF
 GV6100'THE PAVEMENT OF ROUTE 143, 13.87 M (45.51 FT) SOUTHEAST OF THE CENTER
 GV6100'OF A DROP INLET, AND 8.20 M (26.90 FT) SOUTHWEST OF A WIRE
 GV6100'FENCE.
 GV6100
 GV6100                          STATION RECOVERY (1998)
 GV6100
 GV6100'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6100'RECOVERED IN GOOD CONDITION.
 GV6100
 GV6100                          STATION RECOVERY (2003)
 GV6100
 GV6100'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6101 ***********************************************************************
 GV6101  DESIGNATION -  0339
 GV6101  PID         -  GV6101
 GV6101  STATE/COUNTY-  VA/JAMES CITY
 GV6101  USGS QUAD   -  YORKTOWN (1994)
 GV6101
 GV6101                         *CURRENT SURVEY CONTROL
 GV6101  ___________________________________________________________________
 GV6101* NAD 83(1993)-  37 12 49.83657(N)    076 35 57.62685(W)     ADJUSTED  
 GV6101* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 GV6101  ___________________________________________________________________
 GV6101  X           -   1,178,648.282 (meters)                     COMP
 GV6101  Y           -  -4,947,195.155 (meters)                     COMP
 GV6101  Z           -   3,836,309.299 (meters)                     COMP
 GV6101  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV6101  ELLIP HEIGHT-         -17.53  (meters)          (06/04/02) GPS OBS
 GV6101  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 GV6101
 GV6101  HORZ ORDER  -  SECOND
 GV6101  ELLP ORDER  -  FOURTH    CLASS II
 GV6101
 GV6101.The horizontal coordinates were established by GPS observations
 GV6101.and adjusted by the National Geodetic Survey in September 1995..
 GV6101
 GV6101.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6101
 GV6101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6101
 GV6101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6101
 GV6101.The ellipsoidal height was determined by GPS observations
 GV6101.and is referenced to NAD 83.
 GV6101
 GV6101.The geoid height was determined by GEOID03.
 GV6101
 GV6101;                    North         East     Units Scale Factor Converg.
 GV6101;SPC VA S     - 1,099,412.208 3,668,685.889   MT  0.99994898   +1 09 12.8
 GV6101;SPC VA S     - 3,606,988.22 12,036,346.95   sFT  0.99994898   +1 09 12.8
 GV6101;UTM  18      - 4,119,793.181   358,091.454   MT  0.99984807   -0 58 02.7
 GV6101
 GV6101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6101!SPC VA S     -   1.00000275  x   0.99994898  =   0.99995173
 GV6101!UTM  18      -   1.00000275  x   0.99984807  =   0.99985082
 GV6101
 GV6101                          SUPERSEDED SURVEY CONTROL
 GV6101
 GV6101  ELLIP H (09/08/95)  -17.35   (m)                       GP(       ) 4 2
 GV6101  NAD 83(1986)-  37 12 49.84470(N)    076 35 57.65451(W) AD(       ) 2
 GV6101  NGVD 29 (02/21/92)   18.4    (m)           60.     (f) GPS OBS        
 GV6101
 GV6101.Superseded values are not recommended for survey control.
 GV6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6101.See file dsdata.txt to determine how the superseded data were derived.
 GV6101
 GV6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5809119793(NAD 83)
 GV6101_MARKER: DD = SURVEY DISK
 GV6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6101_SP_SET: CONCRETE POST
 GV6101_STAMPING: STATION NO 339
 GV6101_MARK LOGO: VA-095
 GV6101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6101+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6101
 GV6101  HISTORY     - Date     Condition        Report By
 GV6101  HISTORY     - 1990     MONUMENTED       RSA
 GV6101  HISTORY     - 19980110 GOOD             USPSQD
 GV6101  HISTORY     - 20030206 GOOD             USPSQD
 GV6101
 GV6101                          STATION DESCRIPTION
 GV6101
 GV6101'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6101'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6101'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND ROUTE
 GV6101'143 (MERRIMAC TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED SOUTHEAST
 GV6101'ALONG ROUTE 143 APPROXIMATELY 6.70 KM (4.16 MI) .  THE STATION IS
 GV6101'LOCATED SOUTH OF ROUTE 143, JUST EAST OF A RAILROAD SWITCH, NEAR A
 GV6101'POWER POLE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6101'APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6101'STATION NO. 339.  THE DISK IS LOCATED APPROXIMATELY 0.97 KM
 GV6101'(0.60 MI) WEST OF INTERSTATE 64, 17.19 M (56.40 FT) SOUTH OF THE
 GV6101'CENTER LINE OF THE PAVEMENT OF ROUTE 143, AND 4.79 M (15.72 FT)
 GV6101'NORTHWEST OF UTILITY POLE NUMBER OD69.
 GV6101
 GV6101                          STATION RECOVERY (1998)
 GV6101
 GV6101'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6101'RECOVERED IN GOOD CONDITION.
 GV6101
 GV6101                          STATION RECOVERY (2003)
 GV6101
 GV6101'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6101' 
 GV6101' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5944 ***********************************************************************
 GV5944  DESIGNATION -  034
 GV5944  PID         -  GV5944
 GV5944  STATE/COUNTY-  VA/YORK
 GV5944  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5944
 GV5944                         *CURRENT SURVEY CONTROL
 GV5944  ___________________________________________________________________
 GV5944* NAD 83(1993)-  37 16 23.75938(N)    076 39 49.46431(W)     ADJUSTED  
 GV5944* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 GV5944  ___________________________________________________________________
 GV5944  X           -   1,172,167.416 (meters)                     COMP
 GV5944  Y           -  -4,944,637.695 (meters)                     COMP
 GV5944  Z           -   3,841,562.809 (meters)                     COMP
 GV5944  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5944  ELLIP HEIGHT-         -11.71  (meters)          (06/04/02) GPS OBS
 GV5944  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 GV5944
 GV5944  HORZ ORDER  -  SECOND
 GV5944  ELLP ORDER  -  FOURTH    CLASS II
 GV5944
 GV5944.The horizontal coordinates were established by GPS observations
 GV5944.and adjusted by the National Geodetic Survey in September 1995..
 GV5944
 GV5944.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5944
 GV5944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5944
 GV5944.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5944
 GV5944.The ellipsoidal height was determined by GPS observations
 GV5944.and is referenced to NAD 83.
 GV5944
 GV5944.The geoid height was determined by GEOID03.
 GV5944
 GV5944;                    North         East     Units Scale Factor Converg.
 GV5944;SPC VA S     - 1,105,892.389 3,662,842.840   MT  0.99994675   +1 06 52.1
 GV5944;SPC VA S     - 3,628,248.61 12,017,176.88   sFT  0.99994675   +1 06 52.1
 GV5944;UTM  18      - 4,126,484.632   352,492.813   MT  0.99986803   -1 00 28.0
 GV5944
 GV5944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5944!SPC VA S     -   1.00000184  x   0.99994675  =   0.99994859
 GV5944!UTM  18      -   1.00000184  x   0.99986803  =   0.99986987
 GV5944
 GV5944                          SUPERSEDED SURVEY CONTROL
 GV5944
 GV5944  ELLIP H (09/08/95)  -11.50   (m)                       GP(       ) 4 2
 GV5944  NAD 83(1993)-  37 16 23.76064(N)    076 39 49.47129(W) AD(       ) 2
 GV5944  ELLIP H (11/14/94)  -11.67   (m)                       GP(       ) 4 2
 GV5944  NAD 83(1986)-  37 16 23.76608(N)    076 39 49.49041(W) AD(       ) 2
 GV5944  NGVD 29 (12/05/90)   24.1    (m)           79.     (f) GPS OBS        
 GV5944
 GV5944.Superseded values are not recommended for survey control.
 GV5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5944.See file dsdata.txt to determine how the superseded data were derived.
 GV5944
 GV5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5249326485(NAD 83)
 GV5944_MARKER: DD = SURVEY DISK
 GV5944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5944_SP_SET: CONCRETE POST
 GV5944_STAMPING: STATION NO. 034
 GV5944_MARK LOGO: VA-199
 GV5944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5944+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5944
 GV5944  HISTORY     - Date     Condition        Report By
 GV5944  HISTORY     - 1988     MONUMENTED       BSC
 GV5944
 GV5944                          STATION DESCRIPTION
 GV5944
 GV5944'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5944'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5944'STATION FROM THE INTERSECTION OF ROUTE 143 (MERRIMAC TRAIL) AND ROUTE
 GV5944'641 (PENNIMAN ROAD), PROCEED IN AN SOUTHEASTERLY DIRECTION ALONG ROUTE
 GV5944'641 FOR 0.90 KM (0.55 MI)  TO THE JUNCTION WITH QUEENS CREEK ROAD.
 GV5944'TURN LEFT ONTO QUEENS CREEK ROAD AND PROCEED IN A NORTHEASTERLY
 GV5944'DIRECTION FOR  1.10 KM (0.70 MI) TO THE JUNCTION WITH SPRINGFIELD
 GV5944'DRIVE. TURN LEFT ONTO SPRINGFIELD DRIVE AND PROCEED IN A NORTHWESTERLY
 GV5944'DIRECTION FOR APPROXIMATELY 0.4 KM (0.25 MI) TO THE STATION ON THE
 GV5944'RIGHT JUST BEFORE THE JUNCTION WITH HICKORY HILLS DRIVE.
 GV5944'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5944'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 8.23 M (27.0 FT) EAST
 GV5944'OF THE CENTER LINE OF ROUTE 1114 (HICKORY HILLS DRIVE), 8.23 M
 GV5944'(27.0 FT)  NORTH OF THE CENTER LINE OF ROUTE 1110 (SPRINGFIELD DRIVE).
 GV5944'THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5944'BEARING             DISTANCE
 GV5944'RM 1    S57 24 38W       24.27 M (79.6 FT)
 GV5944'RM 2    N12 20 12W       34.38 M (112.8 FT)
 GV5944'RM 3    S73 58 38E      384.47 M (1261.4 FT)
 GV5944'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5944'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5944'1.  IT IS LOCATED 9.14 M (30.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5944'ROUTE 1114, APPROXIMATELY 0.30 M (1.0 FT) BEHIND THE CONCRETE CURB.
 GV5944'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5944'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5944'2.  IT IS LOCATED 5.94 M (19.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5944'ROUTE 1114, 1.52 M (5.0 FT)  NORTH OF THE CHAIN LINK FENCE CORNER
 GV5944'POST.
 GV5944'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5944'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5944'3.  IT IS LOCATED IN THE MEDIAN STRIP AT THE INTERSECTION OF ROUTES
 GV5944'642 (QUEENS CREEK ROAD) AND ROUTE 1110 (SPRINGFIELD DRIVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6102 ***********************************************************************
 GV6102  DESIGNATION -  0340
 GV6102  PID         -  GV6102
 GV6102  STATE/COUNTY-  VA/JAMES CITY
 GV6102  USGS QUAD   -  TOANO (1986)
 GV6102
 GV6102                         *CURRENT SURVEY CONTROL
 GV6102  ___________________________________________________________________
 GV6102* NAD 83(1993)-  37 25 09.63177(N)    076 49 20.98491(W)     ADJUSTED  
 GV6102* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 GV6102  ___________________________________________________________________
 GV6102  X           -   1,156,222.850 (meters)                     COMP
 GV6102  Y           -  -4,938,301.806 (meters)                     COMP
 GV6102  Z           -   3,854,459.772 (meters)                     COMP
 GV6102  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV6102  ELLIP HEIGHT-           2.53  (meters)          (06/04/02) GPS OBS
 GV6102  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 GV6102
 GV6102  HORZ ORDER  -  SECOND
 GV6102  ELLP ORDER  -  FOURTH    CLASS II
 GV6102
 GV6102.The horizontal coordinates were established by GPS observations
 GV6102.and adjusted by the National Geodetic Survey in September 1995..
 GV6102
 GV6102.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6102
 GV6102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6102
 GV6102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6102
 GV6102.The ellipsoidal height was determined by GPS observations
 GV6102.and is referenced to NAD 83.
 GV6102
 GV6102.The geoid height was determined by GEOID03.
 GV6102
 GV6102;                    North         East     Units Scale Factor Converg.
 GV6102;SPC VA S     - 1,121,839.021 3,648,477.598   MT  0.99994581   +1 01 05.2
 GV6102;SPC VA S     - 3,680,566.85 11,970,046.92   sFT  0.99994581   +1 01 05.2
 GV6102;UTM  18      - 4,142,951.852   338,729.164   MT  0.99992037   -1 06 27.6
 GV6102
 GV6102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6102!SPC VA S     -   0.99999960  x   0.99994581  =   0.99994541
 GV6102!UTM  18      -   0.99999960  x   0.99992037  =   0.99991997
 GV6102
 GV6102                          SUPERSEDED SURVEY CONTROL
 GV6102
 GV6102  ELLIP H (09/08/95)    2.77   (m)                       GP(       ) 4 2
 GV6102  NAD 83(1993)-  37 25 09.63213(N)    076 49 20.99015(W) AD(       ) 2
 GV6102  ELLIP H (11/14/94)    2.59   (m)                       GP(       ) 4 2
 GV6102  NAD 83(1986)-  37 25 09.63653(N)    076 49 21.00632(W) AD(       ) 2
 GV6102  NGVD 29 (02/21/92)   37.6    (m)          123.     (f) GPS OBS        
 GV6102
 GV6102.Superseded values are not recommended for survey control.
 GV6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6102.See file dsdata.txt to determine how the superseded data were derived.
 GV6102
 GV6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3872942952(NAD 83)
 GV6102_MARKER: DD = SURVEY DISK
 GV6102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6102_SP_SET: CONCRETE POST
 GV6102_STAMPING: STATION NO 340
 GV6102_MARK LOGO: VA-095
 GV6102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6102+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6102
 GV6102  HISTORY     - Date     Condition        Report By
 GV6102  HISTORY     - 1990     MONUMENTED       RSA
 GV6102  HISTORY     - 19971116 GOOD             USPSQD
 GV6102  HISTORY     - 20021217 GOOD             USPSQD
 GV6102
 GV6102                          STATION DESCRIPTION
 GV6102
 GV6102'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6102'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6102'STATION FROM THE JUNCTION OF ROUTE 30 (OLD STAGE ROAD) AND U.S. 60
 GV6102'(RICHMOND ROAD) NEAR THE TOWN OF TOANO (ANDERSONS CORNER), PROCEED IN
 GV6102'A NORTHWESTERLY DIRECTION ALONG ROUTE 30 FOR APPROXIMATELY 1.22 KM
 GV6102'(0.76 MI) . THE STATION IS LOCATED EAST OF THE NORTHBOUND LANES OF
 GV6102'ROUTE 30 AND WEST OF THE EASTBOUND ENTRANCE RAMP TO INTERSTATE 64,
 GV6102'NEAR A GUARDRAIL.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6102'APPROXIMATELY .15 M (0.49 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6102'STATION NO. 340.  THE DISK IS LOCATED 6.82 M (22.38 FT) EAST OF THE
 GV6102'CENTER LINE OF THE PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 30, AND
 GV6102'0.49 M (1.61 FT) SOUTH OF THE END OF A METAL GUARDRAIL.
 GV6102
 GV6102                          STATION RECOVERY (1997)
 GV6102
 GV6102'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6102'RECOVERED IN GOOD CONDITION.
 GV6102
 GV6102                          STATION RECOVERY (2002)
 GV6102
 GV6102'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6103 ***********************************************************************
 GV6103  DESIGNATION -  0341
 GV6103  PID         -  GV6103
 GV6103  STATE/COUNTY-  VA/JAMES CITY
 GV6103  USGS QUAD   -  NORGE (1984)
 GV6103
 GV6103                         *CURRENT SURVEY CONTROL
 GV6103  ___________________________________________________________________
 GV6103* NAD 83(1993)-  37 21 39.87541(N)    076 46 22.99952(W)     ADJUSTED  
 GV6103* NAVD 88     -        32.4    (meters)     106.     (feet)  VERTCON   
 GV6103  ___________________________________________________________________
 GV6103  X           -   1,161,381.218 (meters)                     COMP
 GV6103  Y           -  -4,941,120.912 (meters)                     COMP
 GV6103  Z           -   3,849,318.815 (meters)                     COMP
 GV6103  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV6103  ELLIP HEIGHT-          -2.60  (meters)          (06/04/02) GPS OBS
 GV6103  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 GV6103
 GV6103  HORZ ORDER  -  SECOND
 GV6103  ELLP ORDER  -  FOURTH    CLASS II
 GV6103
 GV6103.The horizontal coordinates were established by GPS observations
 GV6103.and adjusted by the National Geodetic Survey in September 1995..
 GV6103
 GV6103.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6103
 GV6103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6103
 GV6103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6103
 GV6103.The ellipsoidal height was determined by GPS observations
 GV6103.and is referenced to NAD 83.
 GV6103
 GV6103.The geoid height was determined by GEOID03.
 GV6103
 GV6103;                    North         East     Units Scale Factor Converg.
 GV6103;SPC VA S     - 1,115,452.748 3,652,971.418   MT  0.99994541   +1 02 53.3
 GV6103;SPC VA S     - 3,659,614.56 11,984,790.39   sFT  0.99994541   +1 02 53.3
 GV6103;UTM  18      - 4,136,403.559   342,982.945   MT  0.99990370   -1 04 34.2
 GV6103
 GV6103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6103!SPC VA S     -   1.00000041  x   0.99994541  =   0.99994582
 GV6103!UTM  18      -   1.00000041  x   0.99990370  =   0.99990411
 GV6103
 GV6103:                Primary Azimuth Mark                     Grid Az
 GV6103:SPC VA S     -  341 RM 3 AZ MK                           056 21 29.9
 GV6103:UTM  18      -  341 RM 3 AZ MK                           058 28 57.4
 GV6103
 GV6103|---------------------------------------------------------------------|
 GV6103| PID    Reference Object                     Distance      Geod. Az  |
 GV6103|                                                           dddmmss.s |
 GV6103| GV6150 341 RM 3 AZ MK                      438.282 METERS 0572423.2 |
 GV6103|---------------------------------------------------------------------|
 GV6103
 GV6103                          SUPERSEDED SURVEY CONTROL
 GV6103
 GV6103  ELLIP H (09/08/95)   -2.36   (m)                       GP(       ) 4 2
 GV6103  NAD 83(1993)-  37 21 39.87622(N)    076 46 23.00565(W) AD(       ) 2
 GV6103  ELLIP H (11/14/94)   -2.54   (m)                       GP(       ) 4 2
 GV6103  NAD 83(1986)-  37 21 39.88121(N)    076 46 23.02327(W) AD(       ) 2
 GV6103  NGVD 29 (02/21/92)   32.8    (m)          108.     (f) GPS OBS        
 GV6103
 GV6103.Superseded values are not recommended for survey control.
 GV6103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6103.See file dsdata.txt to determine how the superseded data were derived.
 GV6103
 GV6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4298336404(NAD 83)
 GV6103_MARKER: DD = SURVEY DISK
 GV6103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6103_SP_SET: CONCRETE POST
 GV6103_STAMPING: STATION NO 341
 GV6103_MARK LOGO: VA-095
 GV6103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6103+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6103
 GV6103  HISTORY     - Date     Condition        Report By
 GV6103  HISTORY     - 1990     MONUMENTED       RSA
 GV6103  HISTORY     - 19971116 GOOD             USPSQD
 GV6103  HISTORY     - 20050518 GOOD             USPSQD
 GV6103
 GV6103                          STATION DESCRIPTION
 GV6103
 GV6103'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6103'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6103'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S. 60
 GV6103'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6103'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 1.6 KM (1.0 MI) TO ROUTE
 GV6103'1610 (NINA LANE). TURN SOUTHWEST ONTO ROUTE 1610 AND TRAVEL
 GV6103'APPROXIMATELY 0.4 KM (0.2 MI) .  THE STATION IS SOUTHWEST OF ROUTE
 GV6103'1615 (TELEMARK DRIVE) AND NORTH OF ROUTE 1610.  THE STATION IS A 3.25
 GV6103'INCH DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE
 GV6103'GROUND SURFACE, STAMPED STATION NO. 341.  THE DISK IS LOCATED
 GV6103'APPROXIMATELY 85.34 M (279.99 FT) SOUTHWEST OF ROUTE 1615, 5.27 M
 GV6103'(17.29 FT) NORTHWEST OF THE CENTER LINE OF THE PAVEMENT OF ROUTE
 GV6103'1610, 7.07 M (23.20 FT) NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY
 GV6103'OF RESIDENCE NUMBER 152, 17.07 M (56.00 FT) SOUTHEAST OF THE
 GV6103'SOUTHEAST CORNER OF A ONE-STORY BRICK RESIDENCE NUMBER 152, AND 16.34
 GV6103'M (53.61 FT) SOUTH OF THE SOUTHWEST CORNER OF A ONE-STORY BRICK
 GV6103'RESIDENCE NUMBER 150.
 GV6103
 GV6103                          STATION RECOVERY (1997)
 GV6103
 GV6103'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6103'RECOVERED IN GOOD CONDITION.
 GV6103
 GV6103                          STATION RECOVERY (2005)
 GV6103
 GV6103'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6103'N 37 21.665
 GV6103'W 076 46.385
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6104 ***********************************************************************
 GV6104  DESIGNATION -  0342
 GV6104  PID         -  GV6104
 GV6104  STATE/COUNTY-  VA/JAMES CITY
 GV6104  USGS QUAD   -  NORGE (1984)
 GV6104
 GV6104                         *CURRENT SURVEY CONTROL
 GV6104  ___________________________________________________________________
 GV6104* NAD 83(1993)-  37 20 35.47073(N)    076 46 28.64179(W)     ADJUSTED  
 GV6104* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 GV6104  ___________________________________________________________________
 GV6104  X           -   1,161,520.649 (meters)                     COMP
 GV6104  Y           -  -4,942,321.085 (meters)                     COMP
 GV6104  Z           -   3,847,737.115 (meters)                     COMP
 GV6104  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 GV6104  ELLIP HEIGHT-          -8.14  (meters)          (06/04/02) GPS OBS
 GV6104  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 GV6104
 GV6104  HORZ ORDER  -  SECOND
 GV6104  ELLP ORDER  -  FOURTH    CLASS II
 GV6104
 GV6104.The horizontal coordinates were established by GPS observations
 GV6104.and adjusted by the National Geodetic Survey in September 1995..
 GV6104
 GV6104.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6104
 GV6104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6104
 GV6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6104
 GV6104.The ellipsoidal height was determined by GPS observations
 GV6104.and is referenced to NAD 83.
 GV6104
 GV6104.The geoid height was determined by GEOID03.
 GV6104
 GV6104;                    North         East     Units Scale Factor Converg.
 GV6104;SPC VA S     - 1,113,465.121 3,652,868.889   MT  0.99994549   +1 02 49.8
 GV6104;SPC VA S     - 3,653,093.48 11,984,454.01   sFT  0.99994549   +1 02 49.8
 GV6104;UTM  18      - 4,134,421.179   342,806.824   MT  0.99990438   -1 04 36.1
 GV6104
 GV6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6104!SPC VA S     -   1.00000128  x   0.99994549  =   0.99994677
 GV6104!UTM  18      -   1.00000128  x   0.99990438  =   0.99990566
 GV6104
 GV6104                          SUPERSEDED SURVEY CONTROL
 GV6104
 GV6104  ELLIP H (09/08/95)   -7.91   (m)                       GP(       ) 4 2
 GV6104  NAD 83(1993)-  37 20 35.47157(N)    076 46 28.64797(W) AD(       ) 2
 GV6104  ELLIP H (11/14/94)   -8.08   (m)                       GP(       ) 4 2
 GV6104  NAD 83(1986)-  37 20 35.47655(N)    076 46 28.66568(W) AD(       ) 2
 GV6104  NGVD 29 (02/21/92)   27.2    (m)           89.     (f) GPS OBS        
 GV6104
 GV6104.Superseded values are not recommended for survey control.
 GV6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6104.See file dsdata.txt to determine how the superseded data were derived.
 GV6104
 GV6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4280734421(NAD 83)
 GV6104_MARKER: DD = SURVEY DISK
 GV6104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6104_SP_SET: CONCRETE POST
 GV6104_STAMPING: STATION NO 342
 GV6104_MARK LOGO: VA-095
 GV6104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6104+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6104
 GV6104  HISTORY     - Date     Condition        Report By
 GV6104  HISTORY     - 1990     MONUMENTED       RSA
 GV6104  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6104  HISTORY     - 20021217 GOOD             USPSQD
 GV6104
 GV6104                          STATION DESCRIPTION
 GV6104
 GV6104'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6104'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6104'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6104'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A WESTERLY
 GV6104'DIRECTION ALONG ROUTE 614 FOR 1.37 KM (0.85 MI) TO A VIRGINIA POWER
 GV6104'COMPANY RIGHT-OF-WAY. TURN NORTHEAST ONTO THE RIGHT-OF-WAY AND TRAVEL
 GV6104'APPROXIMATELY 0.79 KM (0.49 MI) .  THE STATION IS LOCATED AT THE TOP
 GV6104'OF A HILL NEAR UTILITY POLE NUMBER 58/88.  THE STATION IS A 3.25 INCH
 GV6104'DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6104'SURFACE, STAMPED STATION NO. 342.  THE DISK IS LOCATED APPROXIMATELY
 GV6104'24.78 M (81.30 FT) NORTH OF THE NORTHEAST CORNER OF A VEPCO TOWER,
 GV6104'61.17 M (200.69 FT) EAST OF A NEWPORT NEWS WATER TRANSMISSION MAIN
 GV6104'CONCRETE MONUMENT (STA 110+65), 14.02 M (46.00 FT) WEST OF UTILITY
 GV6104'POLE NUMBER 58/88, AND 11.83 M (38.81 FT) NORTHWEST OF A GUY WIRE
 GV6104'FROM UTILITY POLE NUMBER 58/88.
 GV6104
 GV6104                          STATION RECOVERY (1997)
 GV6104
 GV6104'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6104'MARK NOT FOUND.
 GV6104
 GV6104                          STATION RECOVERY (2002)
 GV6104
 GV6104'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6105 ***********************************************************************
 GV6105  DESIGNATION -  0343
 GV6105  PID         -  GV6105
 GV6105  STATE/COUNTY-  VA/JAMES CITY
 GV6105  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6105
 GV6105                         *CURRENT SURVEY CONTROL
 GV6105  ___________________________________________________________________
 GV6105* NAD 83(1993)-  37 17 23.80419(N)    076 44 18.39006(W)     ADJUSTED  
 GV6105* NAVD 88     -        29.1    (meters)      95.     (feet)  VERTCON   
 GV6105  ___________________________________________________________________
 GV6105  X           -   1,165,463.450 (meters)                     COMP
 GV6105  Y           -  -4,945,074.658 (meters)                     COMP
 GV6105  Z           -   3,843,039.009 (meters)                     COMP
 GV6105  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 GV6105  ELLIP HEIGHT-          -6.19  (meters)          (06/04/02) GPS OBS
 GV6105  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6105
 GV6105  HORZ ORDER  -  SECOND
 GV6105  ELLP ORDER  -  FOURTH    CLASS II
 GV6105
 GV6105.The horizontal coordinates were established by GPS observations
 GV6105.and adjusted by the National Geodetic Survey in September 1995..
 GV6105
 GV6105.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6105
 GV6105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6105
 GV6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6105
 GV6105.The ellipsoidal height was determined by GPS observations
 GV6105.and is referenced to NAD 83.
 GV6105
 GV6105.The geoid height was determined by GEOID03.
 GV6105
 GV6105;                    North         East     Units Scale Factor Converg.
 GV6105;SPC VA S     - 1,107,616.828 3,656,184.416   MT  0.99994631   +1 04 08.9
 GV6105;SPC VA S     - 3,633,906.21 11,995,331.70   sFT  0.99994631   +1 04 08.9
 GV6105;UTM  18      - 4,128,454.348   345,903.258   MT  0.99989251   -1 03 12.4
 GV6105
 GV6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6105!SPC VA S     -   1.00000097  x   0.99994631  =   0.99994728
 GV6105!UTM  18      -   1.00000097  x   0.99989251  =   0.99989348
 GV6105
 GV6105:                Primary Azimuth Mark                     Grid Az
 GV6105:SPC VA S     -  343 RM 3 AZ MK                           264 38 55.4
 GV6105:UTM  18      -  343 RM 3 AZ MK                           266 46 16.7
 GV6105
 GV6105|---------------------------------------------------------------------|
 GV6105| PID    Reference Object                     Distance      Geod. Az  |
 GV6105|                                                           dddmmss.s |
 GV6105| GV6152 343 RM 3 AZ MK                      491.302 METERS 2654304.3 |
 GV6105|---------------------------------------------------------------------|
 GV6105
 GV6105                          SUPERSEDED SURVEY CONTROL
 GV6105
 GV6105  ELLIP H (09/08/95)   -5.97   (m)                       GP(       ) 4 2
 GV6105  NAD 83(1993)-  37 17 23.80505(N)    076 44 18.39650(W) AD(       ) 2
 GV6105  ELLIP H (11/14/94)   -6.14   (m)                       GP(       ) 4 2
 GV6105  NAD 83(1986)-  37 17 23.81006(N)    076 44 18.41468(W) AD(       ) 2
 GV6105  NGVD 29 (02/21/92)   29.4    (m)           96.     (f) GPS OBS        
 GV6105
 GV6105.Superseded values are not recommended for survey control.
 GV6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6105.See file dsdata.txt to determine how the superseded data were derived.
 GV6105
 GV6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4590328454(NAD 83)
 GV6105_MARKER: DD = SURVEY DISK
 GV6105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6105_SP_SET: CONCRETE POST
 GV6105_STAMPING: STATION NO 343
 GV6105_MARK LOGO: VA-095
 GV6105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6105+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6105
 GV6105  HISTORY     - Date     Condition        Report By
 GV6105  HISTORY     - 1990     MONUMENTED       RSA
 GV6105  HISTORY     - 19980304 GOOD             USPSQD
 GV6105
 GV6105                          STATION DESCRIPTION
 GV6105
 GV6105'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6105'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6105'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6105'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED WEST ALONG
 GV6105'ROUTE 615 APPROXIMATELY 0.98 KM (0.61 MI) , CONTINUE WEST ONTO THE
 GV6105'GROUNDS OF EASTERN STATE HOSPITAL.  THE STATION IS LOCATED NORTHWEST
 GV6105'OF THE INTERSECTION OF MINSON ROAD AND SCHMIDT ROAD NEAR A FIRE
 GV6105'HYDRANT.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE
 GV6105'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6105'STATION NO. 343.  THE DISK IS LOCATED 7.92 M (25.98 FT) WEST OF THE
 GV6105'CENTER LINE OF THE PAVEMENT OF SCHMIDT ROAD, 4.08 M (13.39 FT)
 GV6105'NORTHWEST OF A FIRE HYDRANT, AND 23.74 M (77.89 FT) SOUTHWEST OF A
 GV6105'LIGHT POLE.
 GV6105
 GV6105                          STATION RECOVERY (1998)
 GV6105
 GV6105'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6106 ***********************************************************************
 GV6106  DESIGNATION -  0344
 GV6106  PID         -  GV6106
 GV6106  STATE/COUNTY-  VA/JAMES CITY
 GV6106  USGS QUAD   -  SURRY (1983)
 GV6106
 GV6106                         *CURRENT SURVEY CONTROL
 GV6106  ___________________________________________________________________
 GV6106* NAD 83(1993)-  37 13 11.82196(N)    076 45 56.68761(W)     ADJUSTED  
 GV6106* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 GV6106  ___________________________________________________________________
 GV6106  X           -   1,164,178.665 (meters)                     COMP
 GV6106  Y           -  -4,950,187.626 (meters)                     COMP
 GV6106  Z           -   3,836,840.622 (meters)                     COMP
 GV6106  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 GV6106  ELLIP HEIGHT-         -31.45  (meters)          (06/04/02) GPS OBS
 GV6106  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV6106
 GV6106  HORZ ORDER  -  SECOND
 GV6106  ELLP ORDER  -  FOURTH    CLASS II
 GV6106
 GV6106.The horizontal coordinates were established by GPS observations
 GV6106.and adjusted by the National Geodetic Survey in September 1995..
 GV6106
 GV6106.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6106
 GV6106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6106
 GV6106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6106
 GV6106.The ellipsoidal height was determined by GPS observations
 GV6106.and is referenced to NAD 83.
 GV6106
 GV6106.The geoid height was determined by GEOID03.
 GV6106
 GV6106;                    North         East     Units Scale Factor Converg.
 GV6106;SPC VA S     - 1,099,805.501 3,653,906.460   MT  0.99994870   +1 03 09.2
 GV6106;SPC VA S     - 3,608,278.55 11,987,858.11   sFT  0.99994870   +1 03 09.2
 GV6106;UTM  18      - 4,120,733.098   343,337.798   MT  0.99990234   -1 04 05.8
 GV6106
 GV6106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6106!SPC VA S     -   1.00000494  x   0.99994870  =   0.99995364
 GV6106!UTM  18      -   1.00000494  x   0.99990234  =   0.99990727
 GV6106
 GV6106:                Primary Azimuth Mark                     Grid Az
 GV6106:SPC VA S     -  334 RM 3 AZ MK                           046 20 04.7
 GV6106:UTM  18      -  334 RM 3 AZ MK                           048 27 19.7
 GV6106
 GV6106|---------------------------------------------------------------------|
 GV6106| PID    Reference Object                     Distance      Geod. Az  |
 GV6106|                                                           dddmmss.s |
 GV6106| GV6143 334 RM 3 AZ MK                      APPROX. 0.5 KM 0472313.9 |
 GV6106|---------------------------------------------------------------------|
 GV6106
 GV6106                          SUPERSEDED SURVEY CONTROL
 GV6106
 GV6106  ELLIP H (09/08/95)  -31.25   (m)                       GP(       ) 4 2
 GV6106  NAD 83(1986)-  37 13 11.82843(N)    076 45 56.71316(W) AD(       ) 2
 GV6106  NGVD 29 (02/21/92)    4.2    (m)           14.     (f) GPS OBS        
 GV6106
 GV6106.Superseded values are not recommended for survey control.
 GV6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6106.See file dsdata.txt to determine how the superseded data were derived.
 GV6106
 GV6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4333820733(NAD 83)
 GV6106_MARKER: DD = SURVEY DISK
 GV6106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6106_SP_SET: CONCRETE POST
 GV6106_STAMPING: STATION NO 344
 GV6106_MARK LOGO: VA-095
 GV6106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6106+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6106
 GV6106  HISTORY     - Date     Condition        Report By
 GV6106  HISTORY     - 1990     MONUMENTED       RSA
 GV6106  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6106  HISTORY     - 20030206 GOOD             USPSQD
 GV6106
 GV6106                          STATION DESCRIPTION
 GV6106
 GV6106'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6106'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6106'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6106'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6106'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 2.56 KM
 GV6106'(1.59 MI) .  THE STATION IS LOCATED NORTH OF THE PARKWAY,
 GV6106'APPROXIMATELY 240 M (787.4 FT) WEST OF A CONCRETE POST NUMBER
 GV6106'K-33.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY
 GV6106'.05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 344.
 GV6106'THE DISK IS LOCATED APPROXIMATELY 0.24 KM (0.15 MI) WEST OF A
 GV6106'CONCRETE POST K-33, 12.34 M (40.49 FT) NORTH OF THE CENTER LINE OF
 GV6106'THE PAVEMENT OF THE COLONIAL PARKWAY, APPROXIMATELY 13.11 M
 GV6106'(43.01 FT) SOUTHEAST OF A SPLIT 12 INCH GUM TREE AND 15 INCH OAK
 GV6106'TREE.
 GV6106
 GV6106                          STATION RECOVERY (1998)
 GV6106
 GV6106'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6106'MARK NOT FOUND.
 GV6106
 GV6106                          STATION RECOVERY (2003)
 GV6106
 GV6106'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6107 ***********************************************************************
 GV6107  DESIGNATION -  0345
 GV6107  PID         -  GV6107
 GV6107  STATE/COUNTY-  VA/JAMES CITY
 GV6107  USGS QUAD   -  HOG ISLAND (1984)
 GV6107
 GV6107                         *CURRENT SURVEY CONTROL
 GV6107  ___________________________________________________________________
 GV6107* NAD 83(1993)-  37 12 49.37910(N)    076 44 19.04660(W)     ADJUSTED  
 GV6107* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 GV6107  ___________________________________________________________________
 GV6107  X           -   1,166,617.513 (meters)                     COMP
 GV6107  Y           -  -4,950,041.927 (meters)                     COMP
 GV6107  Z           -   3,836,288.591 (meters)                     COMP
 GV6107  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV6107  ELLIP HEIGHT-         -33.20  (meters)          (06/04/02) GPS OBS
 GV6107  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 GV6107
 GV6107  HORZ ORDER  -  SECOND
 GV6107  ELLP ORDER  -  FOURTH    CLASS II
 GV6107
 GV6107.The horizontal coordinates were established by GPS observations
 GV6107.and adjusted by the National Geodetic Survey in September 1995..
 GV6107
 GV6107.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6107
 GV6107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6107
 GV6107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6107
 GV6107.The ellipsoidal height was determined by GPS observations
 GV6107.and is referenced to NAD 83.
 GV6107
 GV6107.The geoid height was determined by GEOID03.
 GV6107
 GV6107;                    North         East     Units Scale Factor Converg.
 GV6107;SPC VA S     - 1,099,158.346 3,656,326.079   MT  0.99994898   +1 04 08.5
 GV6107;SPC VA S     - 3,606,155.34 11,995,796.48   sFT  0.99994898   +1 04 08.5
 GV6107;UTM  18      - 4,119,996.883   345,731.688   MT  0.99989317   -1 03 06.2
 GV6107
 GV6107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6107!SPC VA S     -   1.00000521  x   0.99994898  =   0.99995419
 GV6107!UTM  18      -   1.00000521  x   0.99989317  =   0.99989838
 GV6107
 GV6107                          SUPERSEDED SURVEY CONTROL
 GV6107
 GV6107  ELLIP H (09/08/95)  -32.99   (m)                       GP(       ) 4 2
 GV6107  NAD 83(1986)-  37 12 49.38577(N)    076 44 19.07239(W) AD(       ) 2
 GV6107  NGVD 29 (02/21/92)    2.5    (m)            8.     (f) GPS OBS        
 GV6107
 GV6107.Superseded values are not recommended for survey control.
 GV6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6107.See file dsdata.txt to determine how the superseded data were derived.
 GV6107
 GV6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4573219997(NAD 83)
 GV6107_MARKER: DD = SURVEY DISK
 GV6107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6107_SP_SET: CONCRETE POST
 GV6107_STAMPING: STATION NO 345
 GV6107_MARK LOGO: VA-095
 GV6107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6107+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6107
 GV6107  HISTORY     - Date     Condition        Report By
 GV6107  HISTORY     - 1990     MONUMENTED       RSA
 GV6107  HISTORY     - 19980109 GOOD             USPSQD
 GV6107  HISTORY     - 20030206 GOOD             USPSQD
 GV6107
 GV6107                          STATION DESCRIPTION
 GV6107
 GV6107'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6107'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6107'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6107'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6107'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 5.06 KM
 GV6107'(3.14 MI) .  THE STATION IS LOCATED SOUTH OF THE PARKWAY,
 GV6107'APPROXIMATELY 0.60 KM (0.37 MI) WEST OF A CONCRETE POST NUMBER K-30,
 GV6107'APPROXIMATELY 0.60 KM (0.37 MI) WEST OF THE GRAVEL ENTRANCE TO THE
 GV6107'NATIONAL MEMORIAL PARK.  THE STATION IS A 3.25 INCH DISK SET IN
 GV6107'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6107'STAMPED STATION NO. 345.  THE DISK IS LOCATED APPROXIMATELY 0.64 KM
 GV6107'(0.40 MI) FROM CONCRETE POST K-30, 10.85 M (35.60 FT) SOUTH OF THE
 GV6107'CENTER LINE OF THE PAVEMENT OF THE COLONIAL PARKWAY, AND  46.45 M
 GV6107'(152.39 FT) WEST OF A GLEBE GUT SIGN.
 GV6107
 GV6107                          STATION RECOVERY (1998)
 GV6107
 GV6107'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6107'RECOVERED IN GOOD CONDITION.
 GV6107
 GV6107                          STATION RECOVERY (2003)
 GV6107
 GV6107'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6108 ***********************************************************************
 GV6108  DESIGNATION -  0346
 GV6108  PID         -  GV6108
 GV6108  STATE/COUNTY-  VA/JAMES CITY
 GV6108  USGS QUAD   -  HOG ISLAND (1984)
 GV6108
 GV6108                         *CURRENT SURVEY CONTROL
 GV6108  ___________________________________________________________________
 GV6108* NAD 83(1993)-  37 13 12.42216(N)    076 41 54.76252(W)     ADJUSTED  
 GV6108* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 GV6108  ___________________________________________________________________
 GV6108  X           -   1,169,981.039 (meters)                     COMP
 GV6108  Y           -  -4,948,806.803 (meters)                     COMP
 GV6108  Z           -   3,836,854.515 (meters)                     COMP
 GV6108  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV6108  ELLIP HEIGHT-         -32.84  (meters)          (06/04/02) GPS OBS
 GV6108  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV6108
 GV6108  HORZ ORDER  -  SECOND
 GV6108  ELLP ORDER  -  FOURTH    CLASS II
 GV6108
 GV6108.The horizontal coordinates were established by GPS observations
 GV6108.and adjusted by the National Geodetic Survey in September 1995..
 GV6108
 GV6108.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6108
 GV6108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6108
 GV6108.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6108
 GV6108.The ellipsoidal height was determined by GPS observations
 GV6108.and is referenced to NAD 83.
 GV6108
 GV6108.The geoid height was determined by GEOID03.
 GV6108
 GV6108;                    North         East     Units Scale Factor Converg.
 GV6108;SPC VA S     - 1,099,935.681 3,659,869.191   MT  0.99994869   +1 05 36.1
 GV6108;SPC VA S     - 3,608,705.65 12,007,420.84   sFT  0.99994869   +1 05 36.1
 GV6108;UTM  18      - 4,120,642.524   349,300.918   MT  0.99987976   -1 01 39.4
 GV6108
 GV6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6108!SPC VA S     -   1.00000515  x   0.99994869  =   0.99995384
 GV6108!UTM  18      -   1.00000515  x   0.99987976  =   0.99988491
 GV6108
 GV6108                          SUPERSEDED SURVEY CONTROL
 GV6108
 GV6108  ELLIP H (09/08/95)  -32.64   (m)                       GP(       ) 4 2
 GV6108  NAD 83(1986)-  37 13 12.42910(N)    076 41 54.78863(W) AD(       ) 2
 GV6108  NGVD 29 (02/21/92)    2.9    (m)           10.     (f) GPS OBS        
 GV6108
 GV6108.Superseded values are not recommended for survey control.
 GV6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6108.See file dsdata.txt to determine how the superseded data were derived.
 GV6108
 GV6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4930120643(NAD 83)
 GV6108_MARKER: DD = SURVEY DISK
 GV6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6108_SP_SET: CONCRETE POST
 GV6108_STAMPING: STATION NO 346
 GV6108_MARK LOGO: VA-095
 GV6108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6108+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6108
 GV6108  HISTORY     - Date     Condition        Report By
 GV6108  HISTORY     - 1990     MONUMENTED       RSA
 GV6108  HISTORY     - 19980110 GOOD             USPSQD
 GV6108  HISTORY     - 20030206 GOOD             USPSQD
 GV6108
 GV6108                          STATION DESCRIPTION
 GV6108
 GV6108'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6108'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6108'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6108'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6108'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 8.59 KM
 GV6108'(5.34 MI) .  THE STATION IS LOCATED SOUTHEAST OF THE PARKWAY, NORTH
 GV6108'OF THE END OF THE JAMES RIVER OVERLOOK, NEAR A SPEED LIMIT SIGN.  THE
 GV6108'STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6108'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 346.  THE
 GV6108'DISK IS LOCATED APPROXIMATELY 2.57 KM (1.60 MI) SOUTH OF ROUTE 199
 GV6108'(SOUTH BYPASS) ALONG THE COLONIAL PARKWAY, 10.16 M (33.33 FT)
 GV6108'SOUTHEAST OF THE CENTER LINE OF THE PAVEMENT OF THE COLONIAL PARKWAY,
 GV6108'AND 9.45 M (31.00 FT) SOUTH OF A SPEED LIMIT SIGN.
 GV6108
 GV6108                          STATION RECOVERY (1998)
 GV6108
 GV6108'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6108'RECOVERED IN GOOD CONDITION.
 GV6108
 GV6108                          STATION RECOVERY (2003)
 GV6108
 GV6108'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6109 ***********************************************************************
 GV6109  DESIGNATION -  0347
 GV6109  PID         -  GV6109
 GV6109  STATE/COUNTY-  VA/JAMES CITY
 GV6109  USGS QUAD   -  HOG ISLAND (1984)
 GV6109
 GV6109                         *CURRENT SURVEY CONTROL
 GV6109  ___________________________________________________________________
 GV6109* NAD 83(1993)-  37 14 51.44581(N)    076 41 26.14743(W)     ADJUSTED  
 GV6109* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 GV6109  ___________________________________________________________________
 GV6109  X           -   1,170,243.814 (meters)                     COMP
 GV6109  Y           -  -4,946,853.121 (meters)                     COMP
 GV6109  Z           -   3,839,289.830 (meters)                     COMP
 GV6109  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 GV6109  ELLIP HEIGHT-         -24.87  (meters)          (06/04/02) GPS OBS
 GV6109  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 GV6109
 GV6109  HORZ ORDER  -  SECOND
 GV6109  ELLP ORDER  -  FOURTH    CLASS II
 GV6109
 GV6109.The horizontal coordinates were established by GPS observations
 GV6109.and adjusted by the National Geodetic Survey in September 1995..
 GV6109
 GV6109.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6109
 GV6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6109
 GV6109.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6109
 GV6109.The ellipsoidal height was determined by GPS observations
 GV6109.and is referenced to NAD 83.
 GV6109
 GV6109.The geoid height was determined by GEOID03.
 GV6109
 GV6109;                    North         East     Units Scale Factor Converg.
 GV6109;SPC VA S     - 1,103,001.187 3,660,515.998   MT  0.99994758   +1 05 53.4
 GV6109;SPC VA S     - 3,618,763.06 12,009,542.90   sFT  0.99994758   +1 05 53.4
 GV6109;UTM  18      - 4,123,681.776   350,060.698   MT  0.99987694   -1 01 24.4
 GV6109
 GV6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6109!SPC VA S     -   1.00000390  x   0.99994758  =   0.99995148
 GV6109!UTM  18      -   1.00000390  x   0.99987694  =   0.99988084
 GV6109
 GV6109                          SUPERSEDED SURVEY CONTROL
 GV6109
 GV6109  ELLIP H (09/08/95)  -24.68   (m)                       GP(       ) 4 2
 GV6109  NAD 83(1986)-  37 14 51.45275(N)    076 41 26.17360(W) AD(       ) 2
 GV6109  NGVD 29 (02/21/92)   10.9    (m)           36.     (f) GPS OBS        
 GV6109
 GV6109.Superseded values are not recommended for survey control.
 GV6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6109.See file dsdata.txt to determine how the superseded data were derived.
 GV6109
 GV6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5006123682(NAD 83)
 GV6109_MARKER: DD = SURVEY DISK
 GV6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6109_SP_SET: CONCRETE POST
 GV6109_STAMPING: STATION NO 347
 GV6109_MARK LOGO: VA-095
 GV6109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6109+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6109
 GV6109  HISTORY     - Date     Condition        Report By
 GV6109  HISTORY     - 1990     MONUMENTED       RSA
 GV6109  HISTORY     - 19980110 GOOD             USPSQD
 GV6109  HISTORY     - 20030206 GOOD             USPSQD
 GV6109
 GV6109                          STATION DESCRIPTION
 GV6109
 GV6109'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6109'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6109'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 199
 GV6109'(SOUTH BYPASS) AND THE COLONIAL NATIONAL HISTORICAL PARKWAY, PROCEED
 GV6109'EAST ALONG ROUTE 199 FOR APPROXIMATELY 0.65 KM (0.40 MI)   THE
 GV6109'STATION IS LOCATED SOUTHEAST OF THE CARTERS GROVE COUNTRY ROAD
 GV6109'BRIDGES, NORTH OF THE WESTBOUND LANES OF ROUTE 199, NEAR A CHAIN LINK
 GV6109'FENCE.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY
 GV6109'.05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 347.
 GV6109'THE DISK IS LOCATED APPROXIMATELY 10.18 M (33.40 FT) NORTHEAST OF
 GV6109'THE CENTER LINE OF THE PAVEMENT OF ROUTE 199, 8.87 M (29.10 FT)
 GV6109'SOUTHWEST OF A 72 INCH CHAINLINK FENCE, AND 57.94 M (190.09 FT)
 GV6109'SOUTHEAST OF THE WEST END OF THE 72 INCH CHAINLINK FENCE.
 GV6109
 GV6109                          STATION RECOVERY (1998)
 GV6109
 GV6109'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6109'RECOVERED IN GOOD CONDITION.
 GV6109
 GV6109                          STATION RECOVERY (2003)
 GV6109
 GV6109'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6110 ***********************************************************************
 GV6110  DESIGNATION -  0348
 GV6110  PID         -  GV6110
 GV6110  STATE/COUNTY-  VA/JAMES CITY
 GV6110  USGS QUAD   -  NORGE (1984)
 GV6110
 GV6110                         *CURRENT SURVEY CONTROL
 GV6110  ___________________________________________________________________
 GV6110* NAD 83(1993)-  37 15 50.54589(N)    076 52 03.04633(W)     ADJUSTED  
 GV6110* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 GV6110  ___________________________________________________________________
 GV6110  X           -   1,154,711.737 (meters)                     COMP
 GV6110  Y           -  -4,949,363.867 (meters)                     COMP
 GV6110  Z           -   3,840,736.100 (meters)                     COMP
 GV6110  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 GV6110  ELLIP HEIGHT-         -31.31  (meters)          (06/04/02) GPS OBS
 GV6110  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 GV6110
 GV6110  HORZ ORDER  -  SECOND
 GV6110  ELLP ORDER  -  FOURTH    CLASS II
 GV6110
 GV6110.The horizontal coordinates were established by GPS observations
 GV6110.and adjusted by the National Geodetic Survey in September 1995..
 GV6110
 GV6110.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6110
 GV6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6110
 GV6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6110
 GV6110.The ellipsoidal height was determined by GPS observations
 GV6110.and is referenced to NAD 83.
 GV6110
 GV6110.The geoid height was determined by GEOID03.
 GV6110
 GV6110;                    North         East     Units Scale Factor Converg.
 GV6110;SPC VA S     - 1,104,536.673 3,644,791.521   MT  0.99994702   +0 59 26.9
 GV6110;SPC VA S     - 3,623,800.73 11,957,953.52   sFT  0.99994702   +0 59 26.9
 GV6110;UTM  18      - 4,125,798.280   334,404.481   MT  0.99993780   -1 07 51.7
 GV6110
 GV6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6110!SPC VA S     -   1.00000491  x   0.99994702  =   0.99995193
 GV6110!UTM  18      -   1.00000491  x   0.99993780  =   0.99994271
 GV6110
 GV6110:                Primary Azimuth Mark                     Grid Az
 GV6110:SPC VA S     -  BARRETT                                  271 23 02.6
 GV6110:UTM  18      -  BARRETT                                  273 30 21.2
 GV6110
 GV6110|---------------------------------------------------------------------|
 GV6110| PID    Reference Object                     Distance      Geod. Az  |
 GV6110|                                                           dddmmss.s |
 GV6110| GV0472 BARRETT                             457.131 METERS 2722229.5 |
 GV6110|---------------------------------------------------------------------|
 GV6110
 GV6110                          SUPERSEDED SURVEY CONTROL
 GV6110
 GV6110  ELLIP H (09/08/95)  -31.11   (m)                       GP(       ) 4 2
 GV6110  NAD 83(1993)-  37 15 50.54738(N)    076 52 03.05223(W) AD(       ) 2
 GV6110  ELLIP H (11/14/94)  -31.24   (m)                       GP(       ) 4 2
 GV6110  NAD 83(1986)-  37 15 50.55253(N)    076 52 03.07116(W) AD(       ) 2
 GV6110  NGVD 29 (02/21/92)    3.8    (m)           12.     (f) GPS OBS        
 GV6110
 GV6110.Superseded values are not recommended for survey control.
 GV6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6110.See file dsdata.txt to determine how the superseded data were derived.
 GV6110
 GV6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3440425798(NAD 83)
 GV6110_MARKER: DD = SURVEY DISK
 GV6110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6110_SP_SET: CONCRETE POST
 GV6110_STAMPING: STATION NO 348
 GV6110_MARK LOGO: VA-095
 GV6110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6110+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6110
 GV6110  HISTORY     - Date     Condition        Report By
 GV6110  HISTORY     - 1990     MONUMENTED       RSA
 GV6110  HISTORY     - 19971018 GOOD             USPSQD
 GV6110  HISTORY     - 20021217 GOOD             USPSQD
 GV6110
 GV6110                          STATION DESCRIPTION
 GV6110
 GV6110'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6110'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6110'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6110'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6110'ROUTE 5 APPROXIMATELY 13.59 KM (8.44 MI) .  THE STATION IS LOCATED
 GV6110'NORTH OF ROUTE 5, NEAR A SPLIT RAIL FENCE, 0.48 KM (0.30 MI) EAST OF
 GV6110'THE CHICKAHOMINY RIVER.  THE STATION IS A 3.25 INCH DISK SET IN
 GV6110'CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE,
 GV6110'STAMPED STATION NO. 348.  THE DISK IS LOCATED APPROXIMATELY 2.41 KM
 GV6110'(1.50 MI) EAST OF ROUTE 613 (BRICK BAT ROAD), 0.48 KM (0.30 MI) WEST
 GV6110'OF THE CHICKAHOMINY RIVER, 10.67 M (35.01 FT) NORTHEAST OF THE CENTER
 GV6110'LINE OF THE PAVEMENT OF ROUTE 5, 4.27 M (14.01 FT) SOUTHWEST OF A 42
 GV6110'INCH WOODEN SPLIT RAIL FENCE, 43.74 M (143.50 FT) SOUTHEAST OF
 GV6110'UTILITY POLE EJ49, AND 31.09 M (102.00 FT) NORTHWEST OF A REFLECTOR
 GV6110'SIGN.
 GV6110
 GV6110                          STATION RECOVERY (1997)
 GV6110
 GV6110'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6110'RECOVERED IN GOOD CONDITION.
 GV6110
 GV6110                          STATION RECOVERY (2002)
 GV6110
 GV6110'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6111 ***********************************************************************
 GV6111  DESIGNATION -  0349
 GV6111  PID         -  GV6111
 GV6111  STATE/COUNTY-  VA/JAMES CITY
 GV6111  USGS QUAD   -  TOANO (1986)
 GV6111
 GV6111                         *CURRENT SURVEY CONTROL
 GV6111  ___________________________________________________________________
 GV6111* NAD 83(1993)-  37 24 14.28170(N)    076 50 03.23839(W)     ADJUSTED  
 GV6111* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 GV6111  ___________________________________________________________________
 GV6111  X           -   1,155,445.966 (meters)                     COMP
 GV6111  Y           -  -4,939,542.131 (meters)                     COMP
 GV6111  Z           -   3,853,099.775 (meters)                     COMP
 GV6111  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 GV6111  ELLIP HEIGHT-          -5.07  (meters)          (06/04/02) GPS OBS
 GV6111  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 GV6111
 GV6111  HORZ ORDER  -  SECOND
 GV6111  ELLP ORDER  -  FOURTH    CLASS II
 GV6111
 GV6111.The horizontal coordinates were established by GPS observations
 GV6111.and adjusted by the National Geodetic Survey in September 1995..
 GV6111
 GV6111.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6111
 GV6111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6111
 GV6111.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6111
 GV6111.The ellipsoidal height was determined by GPS observations
 GV6111.and is referenced to NAD 83.
 GV6111
 GV6111.The geoid height was determined by GEOID03.
 GV6111
 GV6111;                    North         East     Units Scale Factor Converg.
 GV6111;SPC VA S     - 1,120,114.581 3,647,468.953   MT  0.99994560   +1 00 39.6
 GV6111;SPC VA S     - 3,674,909.25 11,966,737.72   sFT  0.99994560   +1 00 39.6
 GV6111;UTM  18      - 4,141,266.049   337,657.277   MT  0.99992465   -1 06 51.9
 GV6111
 GV6111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6111!SPC VA S     -   1.00000080  x   0.99994560  =   0.99994640
 GV6111!UTM  18      -   1.00000080  x   0.99992465  =   0.99992545
 GV6111
 GV6111                          SUPERSEDED SURVEY CONTROL
 GV6111
 GV6111  ELLIP H (09/08/95)   -4.83   (m)                       GP(       ) 4 2
 GV6111  NAD 83(1993)-  37 24 14.28207(N)    076 50 03.24339(W) AD(       ) 2
 GV6111  ELLIP H (11/14/94)   -5.00   (m)                       GP(       ) 4 2
 GV6111  NAD 83(1986)-  37 24 14.28625(N)    076 50 03.25965(W) AD(       ) 2
 GV6111  NGVD 29 (02/21/92)   30.1    (m)           99.     (f) GPS OBS        
 GV6111
 GV6111.Superseded values are not recommended for survey control.
 GV6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6111.See file dsdata.txt to determine how the superseded data were derived.
 GV6111
 GV6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3765741266(NAD 83)
 GV6111_MARKER: DD = SURVEY DISK
 GV6111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6111_SP_SET: CONCRETE POST
 GV6111_STAMPING: STATION NO 349
 GV6111_MARK LOGO: VA-095
 GV6111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6111+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6111
 GV6111  HISTORY     - Date     Condition        Report By
 GV6111  HISTORY     - 1990     MONUMENTED       RSA
 GV6111  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV6111  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6111
 GV6111                          STATION DESCRIPTION
 GV6111
 GV6111'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6111'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6111'STATION FROM THE JUNCTION OF ROUTE 30 (OLD STAGE ROAD) AND U.S. 60
 GV6111'(RICHMOND ROAD) NEAR THE TOWN OF TOANO (ANDERSONS CORNER), PROCEED IN
 GV6111'A WESTERLY DIRECTION ALONG U.S.60 FOR APPROXIMATELY 305 M
 GV6111'(1000.7 FT) . THE STATION IS LOCATED NORTH OF U.S.60, NEAR THE
 GV6111'EASTERN END OF A SPLIT RAIL FENCE.THE STATION IS A 3.25 INCH DISK
 GV6111'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6111'SURFACE, STAMPED STATION NO. 349.  THE DISK IS LOCATED 6.10 M
 GV6111'(20.01 FT) NORTH OF THE CENTER LINE OF THE PAVEMENT OF THE WESTBOUND
 GV6111'LANES OF U.S.60, 6.95 M (22.80 FT) SOUTH OF A 48 INCH SPLIT RAIL
 GV6111'FENCE, AND 19.93 M (65.39 FT) SOUTHWEST OF THE EAST END OF THE SPLIT
 GV6111'RAIL FENCE.
 GV6111
 GV6111                          STATION RECOVERY (1997)
 GV6111
 GV6111'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6111'MARK NOT FOUND.
 GV6111
 GV6111                          STATION RECOVERY (2002)
 GV6111
 GV6111'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5945 ***********************************************************************
 GV5945  DESIGNATION -  035
 GV5945  PID         -  GV5945
 GV5945  STATE/COUNTY-  VA/YORK
 GV5945  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5945
 GV5945                         *CURRENT SURVEY CONTROL
 GV5945  ___________________________________________________________________
 GV5945* NAD 83(1993)-  37 15 31.41714(N)    076 39 42.83881(W)     ADJUSTED  
 GV5945* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 GV5945  ___________________________________________________________________
 GV5945  X           -   1,172,552.169 (meters)                     COMP
 GV5945  Y           -  -4,945,552.941 (meters)                     COMP
 GV5945  Z           -   3,840,280.330 (meters)                     COMP
 GV5945  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5945  ELLIP HEIGHT-          -8.90  (meters)          (06/04/02) GPS OBS
 GV5945  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV5945
 GV5945  HORZ ORDER  -  SECOND
 GV5945  ELLP ORDER  -  FOURTH    CLASS II
 GV5945
 GV5945.The horizontal coordinates were established by GPS observations
 GV5945.and adjusted by the National Geodetic Survey in September 1995..
 GV5945
 GV5945.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5945
 GV5945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5945
 GV5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5945
 GV5945.The ellipsoidal height was determined by GPS observations
 GV5945.and is referenced to NAD 83.
 GV5945
 GV5945.The geoid height was determined by GEOID03.
 GV5945
 GV5945;                    North         East     Units Scale Factor Converg.
 GV5945;SPC VA S     - 1,104,282.324 3,663,037.446   MT  0.99994719   +1 06 56.1
 GV5945;SPC VA S     - 3,622,966.26 12,017,815.35   sFT  0.99994719   +1 06 56.1
 GV5945;UTM  18      - 4,124,868.593   352,627.656   MT  0.99986754   -1 00 22.8
 GV5945
 GV5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5945!SPC VA S     -   1.00000140  x   0.99994719  =   0.99994859
 GV5945!UTM  18      -   1.00000140  x   0.99986754  =   0.99986894
 GV5945
 GV5945                          SUPERSEDED SURVEY CONTROL
 GV5945
 GV5945  ELLIP H (09/08/95)   -8.70   (m)                       GP(       ) 4 2
 GV5945  NAD 83(1993)-  37 15 31.41839(N)    076 39 42.84583(W) AD(       ) 2
 GV5945  ELLIP H (11/14/94)   -8.86   (m)                       GP(       ) 4 2
 GV5945  NAD 83(1986)-  37 15 31.42382(N)    076 39 42.86499(W) AD(       ) 2
 GV5945  NGVD 29 (12/05/90)   27.0    (m)           89.     (f) GPS OBS        
 GV5945
 GV5945.Superseded values are not recommended for survey control.
 GV5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5945.See file dsdata.txt to determine how the superseded data were derived.
 GV5945
 GV5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5262824869(NAD 83)
 GV5945_MARKER: DD = SURVEY DISK
 GV5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5945_SP_SET: CONCRETE POST
 GV5945_STAMPING: STATION NO. 035
 GV5945_MARK LOGO: VA-199
 GV5945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5945+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5945
 GV5945  HISTORY     - Date     Condition        Report By
 GV5945  HISTORY     - 1988     MONUMENTED       BSC
 GV5945
 GV5945                          STATION DESCRIPTION
 GV5945
 GV5945'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5945'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5945'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 199
 GV5945'(SOUTH BY-PASS), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 199
 GV5945'FOR APPROXIMATELY 0.60 KM (0.35 MI)  TO THE INTERSECTION WITH OLD YORK
 GV5945'ROAD (ROUTE 640).  TURN LEFT ONTO OLD YORK ROAD AND PROCEED IN A
 GV5945'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.70 KM (0.45 MI)  TO THE
 GV5945'JUNCTION WITH ROUTE 641 (PENNIMAN ROAD).  TURN LEFT ONTO ROUTE 641 AND
 GV5945'PROCEED IN A SOUTHWESTERLY DIRECTION FOR 1.3 KM (0.80 MI) TO A Y
 GV5945'JUNCTION .  TAKE THE LEFT HAND FORK (GOVERMENT ROAD) AND PROCEED
 GV5945'APPROXIMATELY 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT JUST AFTER
 GV5945'THE ENTRANCE TO THE GRIFFINS-YEATES CENTER.
 GV5945'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5945'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 7.32 M (24.0 FT)
 GV5945'SOUTHEAST OF THE CENTER LINE OF ROUTE 677 (GOVERMENT ROAD), 12.95 M
 GV5945'(42.5 FT)  NORTHEAST OF THE FIRE HYDRANT.  THE LOCATION OF THE
 GV5945'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5945'BEARING             DISTANCE
 GV5945'RM 1    S59 58 26W       16.18 M (53.1 FT)
 GV5945'RM 2    N29 16 36W       14.56 M (47.8 FT)
 GV5945'RM 3    N55 19 52E      100.71 M (330.4 FT)
 GV5945'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5945'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5945'1.  IT IS LOCATED 8.53 M (28.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5945'ROUTE 677,  3.05 M (10.0 FT) SOUTHWEST OF THE FIRE HYDRANT.
 GV5945'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5945'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5945'2.  IT IS LOCATED 6.55 M (21.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5945'ROUTE 677, OPPOSITE STATION 035.
 GV5945'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5945'(0.2 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5945'3.  IT IS LOCATED 5.49 M (18.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5945'641, 3.35 M (11.0 FT) SOUTHWEST OF UTILITY POLE 712-266.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6112 ***********************************************************************
 GV6112  DESIGNATION -  0350
 GV6112  PID         -  GV6112
 GV6112  STATE/COUNTY-  VA/JAMES CITY
 GV6112  USGS QUAD   -  YORKTOWN (1994)
 GV6112
 GV6112                         *CURRENT SURVEY CONTROL
 GV6112  ___________________________________________________________________
 GV6112* NAD 83(1993)-  37 12 20.52164(N)    076 36 15.90137(W)     ADJUSTED  
 GV6112* NAVD 88     -        18.1    (meters)      59.     (feet)  VERTCON   
 GV6112  ___________________________________________________________________
 GV6112  X           -   1,178,336.568 (meters)                     COMP
 GV6112  Y           -  -4,947,831.152 (meters)                     COMP
 GV6112  Z           -   3,835,589.506 (meters)                     COMP
 GV6112  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV6112  ELLIP HEIGHT-         -17.60  (meters)          (06/04/02) GPS OBS
 GV6112  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 GV6112
 GV6112  HORZ ORDER  -  SECOND
 GV6112  ELLP ORDER  -  FOURTH    CLASS II
 GV6112
 GV6112.The horizontal coordinates were established by GPS observations
 GV6112.and adjusted by the National Geodetic Survey in September 1995..
 GV6112
 GV6112.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6112
 GV6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6112
 GV6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6112
 GV6112.The ellipsoidal height was determined by GPS observations
 GV6112.and is referenced to NAD 83.
 GV6112
 GV6112.The geoid height was determined by GEOID03.
 GV6112
 GV6112;                    North         East     Units Scale Factor Converg.
 GV6112;SPC VA S     - 1,098,499.651 3,668,253.570   MT  0.99994937   +1 09 01.7
 GV6112;SPC VA S     - 3,603,994.27 12,034,928.59   sFT  0.99994937   +1 09 01.7
 GV6112;UTM  18      - 4,118,897.338   357,625.706   MT  0.99984970   -0 58 13.1
 GV6112
 GV6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6112!SPC VA S     -   1.00000276  x   0.99994937  =   0.99995213
 GV6112!UTM  18      -   1.00000276  x   0.99984970  =   0.99985246
 GV6112
 GV6112:                Primary Azimuth Mark                     Grid Az
 GV6112:SPC VA S     -  350 RM 3 AZ MK                           056 56 04.2
 GV6112:UTM  18      -  350 RM 3 AZ MK                           059 03 19.0
 GV6112
 GV6112|---------------------------------------------------------------------|
 GV6112| PID    Reference Object                     Distance      Geod. Az  |
 GV6112|                                                           dddmmss.s |
 GV6112| GV6158 350 RM 3 AZ MK                      471.310 METERS 0580505.9 |
 GV6112| GV6135 326 RM 3 AZ MK                      403.811 METERS 2770609.2 |
 GV6112|---------------------------------------------------------------------|
 GV6112
 GV6112                          SUPERSEDED SURVEY CONTROL
 GV6112
 GV6112  ELLIP H (09/08/95)  -17.42   (m)                       GP(       ) 4 2
 GV6112  NAD 83(1986)-  37 12 20.52978(N)    076 36 15.92938(W) AD(       ) 2
 GV6112  NGVD 29 (02/21/92)   18.4    (m)           60.     (f) GPS OBS        
 GV6112
 GV6112.Superseded values are not recommended for survey control.
 GV6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6112.See file dsdata.txt to determine how the superseded data were derived.
 GV6112
 GV6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5762618897(NAD 83)
 GV6112_MARKER: DD = SURVEY DISK
 GV6112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6112_SP_SET: CONCRETE POST
 GV6112_STAMPING: STATION NO 350
 GV6112_MARK LOGO: VA-095
 GV6112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6112+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6112
 GV6112  HISTORY     - Date     Condition        Report By
 GV6112  HISTORY     - 1990     MONUMENTED       RSA
 GV6112  HISTORY     - 19980110 GOOD             USPSQD
 GV6112  HISTORY     - 20030206 GOOD             USPSQD
 GV6112
 GV6112                          STATION DESCRIPTION
 GV6112
 GV6112'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6112'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6112'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6112'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6112'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 3.93 KM (2.44 MI)
 GV6112'TO THE INTERSECTION OF BLOW FLATS ROAD AND U.S.60.  TURN SOUTH ONTO
 GV6112'BLOW FLATS ROAD AND TRAVEL APPROXIMATELY .16 KM (0.10 MI) . THE
 GV6112'STATION IS LOCATED SOUTHEAST OF A SANITARY MANHOLE IN BLOW FLATS
 GV6112'ROAD.  THE STATION IS A 3.25 INCH DISK SET IN CONCRETE APPROXIMATELY
 GV6112'.08 M (0.26 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 350.
 GV6112'THE DISK IS LOCATED EAST BLOW FLATS ROAD, APPROXIMATELY .16 KM
 GV6112'(0.10 MI) SOUTH OF U.S.60, 4.57 M (14.99 FT) EAST OF THE CENTER LINE
 GV6112'OF THE PAVEMENT OF BLOW FLATS ROAD, 34.50 M (113.19 FT) NORTHEAST OF
 GV6112'UTILITY POLE NUMBER 208-34, AND 17.65 M (57.91 FT) SOUTHEAST OF THE
 GV6112'CENTER OF A SANITARY MANHOLE IN BLOW FLATS ROAD.
 GV6112
 GV6112                          STATION RECOVERY (1998)
 GV6112
 GV6112'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6112'RECOVERED IN GOOD CONDITION.
 GV6112
 GV6112                          STATION RECOVERY (2003)
 GV6112
 GV6112'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6112' 
 GV6112' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5946 ***********************************************************************
 GV5946  DESIGNATION -  036
 GV5946  PID         -  GV5946
 GV5946  STATE/COUNTY-  VA/YORK
 GV5946  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5946
 GV5946                         *CURRENT SURVEY CONTROL
 GV5946  ___________________________________________________________________
 GV5946* NAD 83(1993)-  37 15 29.85434(N)    076 39 11.97403(W)     ADJUSTED  
 GV5946* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 GV5946  ___________________________________________________________________
 GV5946  X           -   1,173,298.712 (meters)                     COMP
 GV5946  Y           -  -4,945,404.910 (meters)                     COMP
 GV5946  Z           -   3,840,241.281 (meters)                     COMP
 GV5946  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV5946  ELLIP HEIGHT-         -10.06  (meters)          (06/04/02) GPS OBS
 GV5946  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 GV5946
 GV5946  HORZ ORDER  -  SECOND
 GV5946  ELLP ORDER  -  FOURTH    CLASS II
 GV5946
 GV5946.The horizontal coordinates were established by GPS observations
 GV5946.and adjusted by the National Geodetic Survey in September 1995..
 GV5946
 GV5946.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5946
 GV5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5946
 GV5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5946
 GV5946.The ellipsoidal height was determined by GPS observations
 GV5946.and is referenced to NAD 83.
 GV5946
 GV5946.The geoid height was determined by GEOID03.
 GV5946
 GV5946;                    North         East     Units Scale Factor Converg.
 GV5946;SPC VA S     - 1,104,248.998 3,663,798.756   MT  0.99994721   +1 07 14.9
 GV5946;SPC VA S     - 3,622,856.92 12,020,313.09   sFT  0.99994721   +1 07 14.9
 GV5946;UTM  18      - 4,124,807.107   353,387.149   MT  0.99986479   -1 00 04.0
 GV5946
 GV5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5946!SPC VA S     -   1.00000158  x   0.99994721  =   0.99994879
 GV5946!UTM  18      -   1.00000158  x   0.99986479  =   0.99986637
 GV5946
 GV5946                          SUPERSEDED SURVEY CONTROL
 GV5946
 GV5946  ELLIP H (09/08/95)   -9.87   (m)                       GP(       ) 4 2
 GV5946  NAD 83(1993)-  37 15 29.85575(N)    076 39 11.98113(W) AD(       ) 2
 GV5946  ELLIP H (11/14/94)  -10.03   (m)                       GP(       ) 4 2
 GV5946  NAD 83(1986)-  37 15 29.86164(N)    076 39 12.00066(W) AD(       ) 2
 GV5946  NGVD 29 (12/05/90)   25.8    (m)           85.     (f) GPS OBS        
 GV5946
 GV5946.Superseded values are not recommended for survey control.
 GV5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5946.See file dsdata.txt to determine how the superseded data were derived.
 GV5946
 GV5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5338724807(NAD 83)
 GV5946_MARKER: DD = SURVEY DISK
 GV5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5946_SP_SET: CONCRETE POST
 GV5946_STAMPING: STATION NO. 036
 GV5946_MARK LOGO: VA-199
 GV5946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5946+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5946
 GV5946  HISTORY     - Date     Condition        Report By
 GV5946  HISTORY     - 1988     MONUMENTED       BSC
 GV5946
 GV5946                          STATION DESCRIPTION
 GV5946
 GV5946'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5946'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5946'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 199
 GV5946'(SOUTH BY-PASS), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 199
 GV5946'FOR APPROXIMATELY 0.60 KM (0.35 MI)  TO THE INTERSECTION WITH OLD YORK
 GV5946'ROAD (ROUTE 640).  TURN LEFT ONTO OLD YORK ROAD AND PROCEED IN A
 GV5946'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.70 KM (0.45 MI)  TO THE
 GV5946'JUNCTION WITH ROUTE 641 (PENNIMAN ROAD).  TURN LEFT ONTO ROUTE 641 AND
 GV5946'PROCEED IN A SOUTHWESTERLY DIRECTION FOR 0.6 KM (0.35 MI) TO THE
 GV5946'JUNCTION WITH ROUTE 710 (LODGE ROAD).  TURN LEFT ONTO LODGE ROAD.  THE
 GV5946'STATION IS LOCATED ON THE LEFT OPPOSITE THE CHURCH.
 GV5946'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5946'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 4.57 M (15.0 FT) EAST
 GV5946'OF THE CENTER LINE OF ROUTE 710 (LODGE ROAD), SOUTH OF THE
 GV5946'INTERSECTION WITH ROUTE 641, 4.88 M (16.0 FT)  NORTH OF UTILITY POLE
 GV5946'IG-33.  THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5946'STATION
 GV5946'BEARING             DISTANCE
 GV5946'RM 1    S39 10 19W       13.78 M (45.2 FT)
 GV5946'RM 2    N32 14 42W       25.24 M (82.8 FT)
 GV5946'RM 3    N26 26 31E       43.05 M (141.2 FT)
 GV5946'CHURCH STEEPLE    S83 52 39W
 GV5946'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5946'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5946'1.  IT IS LOCATED 5.33 M (17.5 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5946'ROUTE 710,  0.30 M (1.0 FT) NORTH OF UTILITY POLE IG-01.
 GV5946'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5946'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5946'2.  IT IS LOCATED 3.81 M (12.5 FT) EAST OF UTILITY POLE NUMBER 96,
 GV5946'7.01 M (23.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 641.
 GV5946'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5946'(0.3 FT)  BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5946'3.  IT IS LOCATED 4.57 M (15.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5946'641, 2.74 M (9.0 FT) WEST OF A 0.75 M (2.5 FT) TULIP POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4585 ***********************************************************************
 AJ4585  FBN         -  This is a Federal Base Network Control Station.
 AJ4585  DESIGNATION -  036 0047
 AJ4585  PID         -  AJ4585
 AJ4585  STATE/COUNTY-  VA/GLOUCESTER
 AJ4585  USGS QUAD   -  ACHILLES (1983)
 AJ4585
 AJ4585                         *CURRENT SURVEY CONTROL
 AJ4585  ___________________________________________________________________
 AJ4585* NAD 83(1993)-  37 15 25.98831(N)    076 29 44.44703(W)     ADJUSTED  
 AJ4585* NAVD 88     -         9.6    (meters)      31.     (feet)  GPS OBS   
 AJ4585  ___________________________________________________________________
 AJ4585  X           -   1,186,915.136 (meters)                     COMP
 AJ4585  Y           -  -4,942,215.615 (meters)                     COMP
 AJ4585  Z           -   3,840,136.668 (meters)                     COMP
 AJ4585  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 AJ4585  ELLIP HEIGHT-         -26.17  (meters)          (07/14/04) GPS OBS
 AJ4585  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 AJ4585
 AJ4585  HORZ ORDER  -  A
 AJ4585  ELLP ORDER  -  THIRD     CLASS II
 AJ4585
 AJ4585.The horizontal coordinates were established by GPS observations
 AJ4585.and adjusted by the National Geodetic Survey in July 2004..
 AJ4585
 AJ4585.The orthometric height was determined by GPS observations and a
 AJ4585.high-resolution geoid model.
 AJ4585
 AJ4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4585
 AJ4585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4585
 AJ4585.The ellipsoidal height was determined by GPS observations
 AJ4585.and is referenced to NAD 83.
 AJ4585
 AJ4585.The geoid height was determined by GEOID03.
 AJ4585
 AJ4585;                    North         East     Units Scale Factor Converg.
 AJ4585;SPC VA S     - 1,104,415.052 3,677,782.398   MT  0.99994724   +1 12 59.3
 AJ4585;SPC VA S     - 3,623,401.72 12,066,191.08   sFT  0.99994724   +1 12 59.3
 AJ4585;UTM  18      - 4,124,455.308   367,365.856   MT  0.99981670   -0 54 20.2
 AJ4585
 AJ4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4585!SPC VA S     -   1.00000411  x   0.99994724  =   0.99995135
 AJ4585!UTM  18      -   1.00000411  x   0.99981670  =   0.99982081
 AJ4585
 AJ4585                          SUPERSEDED SURVEY CONTROL
 AJ4585
 AJ4585  NAD 83(1993)-  37 15 25.98818(N)    076 29 44.44727(W) AD(       ) A
 AJ4585  ELLIP H (08/14/01)  -26.17   (m)                       GP(       ) 4 1
 AJ4585
 AJ4585.Superseded values are not recommended for survey control.
 AJ4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4585.See file dsdata.txt to determine how the superseded data were derived.
 AJ4585
 AJ4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6736624455(NAD 83)
 AJ4585_MARKER: DD = SURVEY DISK
 AJ4585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4585_STAMPING: 036 0047
 AJ4585_MARK LOGO: VADOT 
 AJ4585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4585+STABILITY: SURFACE MOTION
 AJ4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4585+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 AJ4585
 AJ4585  HISTORY     - Date     Condition        Report By
 AJ4585  HISTORY     - 2000     MONUMENTED       VADOT
 AJ4585  HISTORY     - 20060214 GOOD             USPSQD
 AJ4585
 AJ4585                          STATION DESCRIPTION
 AJ4585
 AJ4585'DESCRIBED BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (MZ)
 AJ4585'THE STATION IS LOCATED IN GLOUCESTER POINT ABOUT 0.88 KM (0.55 MI)
 AJ4585'NORTHEAST OF THE NORTH END OF THE US HIGHWAY 17 BRIDGE OVER THE YORK
 AJ4585'RIVER, 0.08 KM (0.05 MI) NORTHEAST OF THE JUNCTION OF GREATE ROAD,
 AJ4585'ALONG THE SOUTHEAST EDGE OF THE NORTH BOUND LANE OF HIGHWAY 17 AND
 AJ4585'NORTHWEST OF AN ABANDONED SERVICE STATION BUILDING.
 AJ4585'OWNERSHIP--VIRGINIA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AJ4585'STATION FROM THE JUNCTION OF THE NORTH END OF THE US HIGHWAY 17 BRIDGE
 AJ4585'OVER THE YORK RIVER IN GLOUCESTER POINT, GO NORTHEAST ON HIGHWAY 17
 AJ4585'FOR 0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT ALONG THE SOUTHEAST
 AJ4585'EDGE OF THE NORTH BOUND LANE OF THE HIGHWAY.  THE STATION IS A
 AJ4585'VIRGINIA DEPARTMENT OF TRANSPORTATION ALUMINUM DISK SET IN THE TOP OF
 AJ4585'A 30 CM CONCRETE POST ABOUT 15 CM BELOW THE GROUND, LOCATED 21.95 M
 AJ4585'(72.01 FT) WEST-SOUTHWEST OF THE NORTHWEST LEG OF A SIGN (WELCOME TO
 AJ4585'GLOUCESTER COUNTY) , 13.45 M (44.13 FT) NORTH OF THE WEST CORNER OF
 AJ4585'THE ABANDONED SERVICE STATION BUILDING, 5.55 M (18.21 FT) SOUTHEAST OF
 AJ4585'THE NORTHEAST BOUND LANE OF THE HIGHWAY, 1.8 M (5.9 FT) NORTHEAST OF
 AJ4585'THE NORTHWEST END OF THE CONCRETE CURBING ON THE NORTHEAST SIDE OF THE
 AJ4585'ENTRANCE DRIVE FOR THE ABANDONED BUILDING AND 2.75 M (9.02 FT)
 AJ4585'NORTHWEST OF THE NORTHWEST FACE OF A 1-FT. SQUARE RUBBER WATER METER
 AJ4585'COVER.
 AJ4585
 AJ4585                          STATION RECOVERY (2006)
 AJ4585
 AJ4585'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 AJ4585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5947 ***********************************************************************
 GV5947  DESIGNATION -  037
 GV5947  PID         -  GV5947
 GV5947  STATE/COUNTY-  VA/YORK
 GV5947  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5947
 GV5947                         *CURRENT SURVEY CONTROL
 GV5947  ___________________________________________________________________
 GV5947* NAD 83(1993)-  37 16 05.57279(N)    076 38 19.82594(W)     ADJUSTED  
 GV5947* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 GV5947  ___________________________________________________________________
 GV5947  X           -   1,174,394.897 (meters)                     COMP
 GV5947  Y           -  -4,944,459.406 (meters)                     COMP
 GV5947  Z           -   3,841,117.610 (meters)                     COMP
 GV5947  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5947  ELLIP HEIGHT-         -10.11  (meters)          (06/04/02) GPS OBS
 GV5947  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV5947
 GV5947  HORZ ORDER  -  SECOND
 GV5947  ELLP ORDER  -  FOURTH    CLASS II
 GV5947
 GV5947.The horizontal coordinates were established by GPS observations
 GV5947.and adjusted by the National Geodetic Survey in September 1995..
 GV5947
 GV5947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5947
 GV5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5947
 GV5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5947
 GV5947.The ellipsoidal height was determined by GPS observations
 GV5947.and is referenced to NAD 83.
 GV5947
 GV5947.The geoid height was determined by GEOID03.
 GV5947
 GV5947;                    North         East     Units Scale Factor Converg.
 GV5947;SPC VA S     - 1,105,375.104 3,665,061.745   MT  0.99994690   +1 07 46.5
 GV5947;SPC VA S     - 3,626,551.49 12,024,456.74   sFT  0.99994690   +1 07 46.5
 GV5947;UTM  18      - 4,125,885.584   354,690.859   MT  0.99986010   -0 59 33.2
 GV5947
 GV5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5947!SPC VA S     -   1.00000159  x   0.99994690  =   0.99994849
 GV5947!UTM  18      -   1.00000159  x   0.99986010  =   0.99986169
 GV5947
 GV5947                          SUPERSEDED SURVEY CONTROL
 GV5947
 GV5947  ELLIP H (09/08/95)   -9.92   (m)                       GP(       ) 4 2
 GV5947  NAD 83(1993)-  37 16 05.57422(N)    076 38 19.83303(W) AD(       ) 2
 GV5947  ELLIP H (11/14/94)  -10.09   (m)                       GP(       ) 4 2
 GV5947  NAD 83(1986)-  37 16 05.58005(N)    076 38 19.85257(W) AD(       ) 2
 GV5947  NGVD 29 (12/05/90)   25.8    (m)           85.     (f) GPS OBS        
 GV5947
 GV5947.Superseded values are not recommended for survey control.
 GV5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5947.See file dsdata.txt to determine how the superseded data were derived.
 GV5947
 GV5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5469125886(NAD 83)
 GV5947_MARKER: DD = SURVEY DISK
 GV5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5947_SP_SET: CONCRETE POST
 GV5947_STAMPING: STATION NO. 037
 GV5947_MARK LOGO: VA-199
 GV5947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5947+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5947
 GV5947  HISTORY     - Date     Condition        Report By
 GV5947  HISTORY     - 1988     MONUMENTED       BSC
 GV5947
 GV5947                          STATION DESCRIPTION
 GV5947
 GV5947'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5947'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5947'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 199
 GV5947'(SOUTH BY-PASS), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 199
 GV5947'FOR APPROXIMATELY 1.40 KM (0.85 MI)  TO THE STATION ON THE RIGHT AT
 GV5947'THE JUNCTION WITH ROUTE 641 (PENNIMAN ROAD).
 GV5947'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5947'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 7.62 M (25.0 FT) EAST
 GV5947'OF THE CENTER LINE OF ROUTE 199, NEAR THE INTERSECTION WITH ROUTE 641,
 GV5947'19.20 M (63.0 FT)  NORTH OF THE CENTER LINE (PROJECTED) OF ROUTE 641.
 GV5947'THE LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5947'BEARING             DISTANCE
 GV5947'RM 1    N03 22 47W      144.39 M (473.7 FT)
 GV5947'RM 2    S82 23 44W       29.25 M (96.0 FT)
 GV5947'STATION 038    S17 29 41W      708.47 M (2324.4 FT)
 GV5947'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5947'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5947'1.  IT IS LOCATED 7.32 M (24.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5947'199, 17.07 M (56.0 FT) NORTH OF UTILITY POLE 00-82.
 GV5947'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5947'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5947'2.  IT IS LOCATED 15.70 M (51.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5947'199, 11.13 M (36.5 FT) NORTH OF THE CENTER LINE OF ROUTE 641.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5948 ***********************************************************************
 GV5948  DESIGNATION -  038
 GV5948  PID         -  GV5948
 GV5948  STATE/COUNTY-  VA/YORK
 GV5948  USGS QUAD   -  WILLIAMSBURG (1984)
 GV5948
 GV5948                         *CURRENT SURVEY CONTROL
 GV5948  ___________________________________________________________________
 GV5948* NAD 83(1993)-  37 15 27.63477(N)    076 38 39.92723(W)     ADJUSTED  
 GV5948* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 GV5948  ___________________________________________________________________
 GV5948  X           -   1,174,077.511 (meters)                     COMP
 GV5948  Y           -  -4,945,266.611 (meters)                     COMP
 GV5948  Z           -   3,840,189.750 (meters)                     COMP
 GV5948  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5948  ELLIP HEIGHT-          -5.22  (meters)          (06/04/02) GPS OBS
 GV5948  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV5948
 GV5948  HORZ ORDER  -  SECOND
 GV5948  ELLP ORDER  -  FOURTH    CLASS II
 GV5948
 GV5948.The horizontal coordinates were established by GPS observations
 GV5948.and adjusted by the National Geodetic Survey in September 1995..
 GV5948
 GV5948.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5948
 GV5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5948
 GV5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5948
 GV5948.The ellipsoidal height was determined by GPS observations
 GV5948.and is referenced to NAD 83.
 GV5948
 GV5948.The geoid height was determined by GEOID03.
 GV5948
 GV5948;                    North         East     Units Scale Factor Converg.
 GV5948;SPC VA S     - 1,104,196.072 3,664,589.591   MT  0.99994723   +1 07 34.3
 GV5948;SPC VA S     - 3,622,683.28 12,022,907.68   sFT  0.99994723   +1 07 34.3
 GV5948;UTM  18      - 4,124,724.942   354,175.416   MT  0.99986195   -0 59 44.6
 GV5948
 GV5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5948!SPC VA S     -   1.00000082  x   0.99994723  =   0.99994805
 GV5948!UTM  18      -   1.00000082  x   0.99986195  =   0.99986277
 GV5948
 GV5948                          SUPERSEDED SURVEY CONTROL
 GV5948
 GV5948  ELLIP H (09/08/95)   -5.02   (m)                       GP(       ) 4 2
 GV5948  NAD 83(1993)-  37 15 27.63620(N)    076 38 39.93432(W) AD(       ) 2
 GV5948  ELLIP H (11/14/94)   -5.19   (m)                       GP(       ) 4 2
 GV5948  NAD 83(1986)-  37 15 27.64201(N)    076 38 39.95384(W) AD(       ) 2
 GV5948  NGVD 29 (12/05/90)   30.6    (m)          100.     (f) GPS OBS        
 GV5948
 GV5948.Superseded values are not recommended for survey control.
 GV5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5948.See file dsdata.txt to determine how the superseded data were derived.
 GV5948
 GV5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5417524725(NAD 83)
 GV5948_MARKER: DD = SURVEY DISK
 GV5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5948_SP_SET: CONCRETE POST
 GV5948_STAMPING: STATION NO. 038
 GV5948_MARK LOGO: VA-199
 GV5948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5948+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5948
 GV5948  HISTORY     - Date     Condition        Report By
 GV5948  HISTORY     - 1988     MONUMENTED       BSC
 GV5948
 GV5948                          STATION DESCRIPTION
 GV5948
 GV5948'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5948'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  T0 REACH THE
 GV5948'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 199
 GV5948'(SOUTH BY-PASS), PROCEED IN A NORTHEASTERLY DIRECTION ALONG ROUTE 199
 GV5948'FOR APPROXIMATELY 0.15 KM (0.10 MI)  TO THE STATION ON THE RIGHT JUST
 GV5948'AFTER THE RAMP LEADING TO I-64 WESTBOUND.
 GV5948'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.13 M
 GV5948'(0.4 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 7.32 M (24.0 FT)
 GV5948'SOUTHOF THE CENTER LINE OF THE EASTBOUND LANES OF ROUTE 199, 5.49 M
 GV5948'(18.0 FT) EAST OF THE CENTER LINE OF THE ENTRANCE RAMP.  THE LOCATION
 GV5948'OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5948'BEARING             DISTANCE
 GV5948'RM 1    S63 05 39W       74.62 M (244.8 FT)
 GV5948'RM 2    N02 08 13W       30.96 M (101.6 FT)
 GV5948'RM 3    N27 14 41E      566.14 M (1857.4 FT)
 GV5948'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5948'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5948'1.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND
 GV5948'WESTBOUND LANES OF ROUTE 199, 0.46 M (1.5 FT) NORTH OF THE ADJACENT
 GV5948'CONCRETE BRIDGE RAIL, 5.79 M (19.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5948'THE WESTBOUND LANES OF ROUTE 199.
 GV5948'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5948'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5948'2.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND
 GV5948'WESTBOUND LANES OF ROUTE 199, 0.46 M (1.5 FT) NORTH OF THE STEEL
 GV5948'GUARDRAIL, 6.40 M (21.0 FT)  SOUTHEAST OF THE CENTER LINE OF THE
 GV5948'WESTBOUND LANES OF ROUTE 199.
 GV5948'REFERENCE MARK NO. 3 IS A 2 INCH IN CONCRETE APPROXIMATELY 0.08 M
 GV5948'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS STAMPED REFERENCE MARK NO. 3.
 GV5948'IT IS LOCATED 7.32 M (24.0 FT) EAST OF THE CENTER LINE OF THE
 GV5948'EASTBOUND LANES OF ROUTE 199, 0.46 M (1.5 FT) WEST OF THE POLE FOR
 GV5948'EAST 199 SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5949 ***********************************************************************
 GV5949  DESIGNATION -  039
 GV5949  PID         -  GV5949
 GV5949  STATE/COUNTY-  VA/YORK
 GV5949  USGS QUAD   -  HOG ISLAND (1984)
 GV5949
 GV5949                         *CURRENT SURVEY CONTROL
 GV5949  ___________________________________________________________________
 GV5949* NAD 83(1993)-  37 14 36.86269(N)    076 39 04.96464(W)     ADJUSTED  
 GV5949* NAVD 88     -        27.2    (meters)      89.     (feet)  VERTCON   
 GV5949  ___________________________________________________________________
 GV5949  X           -   1,173,695.382 (meters)                     COMP
 GV5949  Y           -  -4,946,328.487 (meters)                     COMP
 GV5949  Z           -   3,838,941.934 (meters)                     COMP
 GV5949  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GV5949  ELLIP HEIGHT-          -8.37  (meters)          (06/04/02) GPS OBS
 GV5949  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV5949
 GV5949  HORZ ORDER  -  SECOND
 GV5949  ELLP ORDER  -  FOURTH    CLASS II
 GV5949
 GV5949.The horizontal coordinates were established by GPS observations
 GV5949.and adjusted by the National Geodetic Survey in September 1995..
 GV5949
 GV5949.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5949
 GV5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5949
 GV5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5949
 GV5949.The ellipsoidal height was determined by GPS observations
 GV5949.and is referenced to NAD 83.
 GV5949
 GV5949.The geoid height was determined by GEOID03.
 GV5949
 GV5949;                    North         East     Units Scale Factor Converg.
 GV5949;SPC VA S     - 1,102,619.128 3,664,003.423   MT  0.99994773   +1 07 19.1
 GV5949;SPC VA S     - 3,617,509.59 12,020,984.56   sFT  0.99994773   +1 07 19.1
 GV5949;UTM  18      - 4,123,170.912   353,531.321   MT  0.99986427   -0 59 58.6
 GV5949
 GV5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5949!SPC VA S     -   1.00000131  x   0.99994773  =   0.99994904
 GV5949!UTM  18      -   1.00000131  x   0.99986427  =   0.99986558
 GV5949
 GV5949:                Primary Azimuth Mark                     Grid Az
 GV5949:SPC VA S     -  328 RM 3 AZ MK                           143 26 25.7
 GV5949:UTM  18      -  328 RM 3 AZ MK                           145 33 43.4
 GV5949
 GV5949|---------------------------------------------------------------------|
 GV5949| PID    Reference Object                     Distance      Geod. Az  |
 GV5949|                                                           dddmmss.s |
 GV5949| GV6137 328 RM 3 AZ MK                      APPROX. 0.5 KM 1443344.8 |
 GV5949|---------------------------------------------------------------------|
 GV5949
 GV5949                          SUPERSEDED SURVEY CONTROL
 GV5949
 GV5949  ELLIP H (09/08/95)   -8.17   (m)                       GP(       ) 4 2
 GV5949  NAD 83(1993)-  37 14 36.86407(N)    076 39 04.97157(W) AD(       ) 2
 GV5949  NAD 83(1986)-  37 14 36.86992(N)    076 39 04.99115(W) AD(       ) 2
 GV5949  NGVD 29 (12/05/90)   27.5    (m)           90.     (f) GPS OBS        
 GV5949
 GV5949.Superseded values are not recommended for survey control.
 GV5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5949.See file dsdata.txt to determine how the superseded data were derived.
 GV5949
 GV5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5353123171(NAD 83)
 GV5949_MARKER: DD = SURVEY DISK
 GV5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5949_SP_SET: CONCRETE POST
 GV5949_STAMPING: STATION NO. 039
 GV5949_MARK LOGO: VA-199
 GV5949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5949+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 GV5949
 GV5949  HISTORY     - Date     Condition        Report By
 GV5949  HISTORY     - 1988     MONUMENTED       BSC
 GV5949  HISTORY     - 19900628 GOOD             MSI
 GV5949
 GV5949                          STATION DESCRIPTION
 GV5949
 GV5949'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5949'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5949'STATION FROM THE BRIDGE AT THE INTERSECTION OF I-64 AND ROUTE 199
 GV5949'(SOUTH BY-PASS), PROCEED IN A SOUTHEASTERLY DIRECTION ALONG I-64 FOR
 GV5949'2.2 KM (1.35 MI)  TO EXIT NUMBER 58, LEADING TO ROUTE 143 (MERRIMAC
 GV5949'TRAIL).  TAKE THE EXIT AND PROCEED IN A WESTERLY DIRECTION ALONG ROUTE
 GV5949'143 FOR 1.9 KM (1.20 MI)  TO THE STATION ON THE RIGHT AT THE JUNCTION
 GV5949'WITH TAM  O SHATTER BLVD.
 GV5949'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5949'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 7.01 M (23.0 FT)
 GV5949'SOUTHEAST OF THE CENTER LINE OF THE WESTBOUND LANES OF ROUTE 1123
 GV5949'(TAM-O-SHATTER BOULEVARD), 8.53 M (28.0 FT) NORTHWEST OF THE CENTER
 GV5949'LINE OF THE EASTBOUND LANES OF ROUTE 1123, 11.89 M (39.0 FT)
 GV5949'NORTHEAST OF THE CENTER LINE OF ROUTE 143.  THE LOCATION OF THE
 GV5949'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5949'BEARING             DISTANCE
 GV5949'RM 1    S45 38 17W       23.68 M (77.7 FT)
 GV5949'RM 2    S53 11 36E       18.79 M (61.6 FT)
 GV5949'RM 3    N30 52 01E       74.55 M (244.6 FT)
 GV5949'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5949'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5949'1.  IT IS LOCATED 2.13 M (7.0 FT) SOUTHWEST OF THE EDGE OF THE
 GV5949'PAVEMENT OF ROUTE 143, OPPOSITE STATION 039, 13.72 M (45.0 FT) NORTH
 GV5949'OF THE NEAREST UTILITY POLE ADJACENT TO THE RAILROAD TRACKS.
 GV5949'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5949'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5949'2.  IT IS LOCATED 9.14 M (30.0 FT) SOUTHEAST OF THE CENTER LINE OF THE
 GV5949'EASTBOUND LANES OF ROUTE 1123, 0.61 M (2.0 FT) NORTH OF THE STREET
 GV5949'SIGN.
 GV5949'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5949'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5949'3.  IT IS LOCATED 9.75 M (32.0 FT) NORTHWEST OF THE CENTER LINE OF THE
 GV5949'WESTBOUND LANES OF ROUTE 1123, 4.42 M (14.5 FT) NORTH OF THE END OF
 GV5949'THE CURB.
 GV5949
 GV5949                          STATION RECOVERY (1990)
 GV5949
 GV5949'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV5949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5950 ***********************************************************************
 GV5950  CBN         -  This is a Cooperative Base Network Control Station.
 GV5950  DESIGNATION -  040
 GV5950  PID         -  GV5950
 GV5950  STATE/COUNTY-  VA/YORK
 GV5950  USGS QUAD   -  YORKTOWN (1994)
 GV5950
 GV5950                         *CURRENT SURVEY CONTROL
 GV5950  ___________________________________________________________________
 GV5950* NAD 83(1993)-  37 14 23.69643(N)    076 31 06.62662(W)     ADJUSTED  
 GV5950* NAVD 88     -        14.0    (meters)      46.     (feet)  GPS OBS   
 GV5950  ___________________________________________________________________
 GV5950  X           -   1,185,217.782 (meters)                     COMP
 GV5950  Y           -  -4,943,821.883 (meters)                     COMP
 GV5950  Z           -   3,838,610.740 (meters)                     COMP
 GV5950  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 GV5950  ELLIP HEIGHT-         -21.70  (meters)          (07/14/04) GPS OBS
 GV5950  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 GV5950
 GV5950  HORZ ORDER  -  A
 GV5950  ELLP ORDER  -  THIRD     CLASS II
 GV5950
 GV5950.The horizontal coordinates were established by GPS observations
 GV5950.and adjusted by the National Geodetic Survey in July 2004..
 GV5950
 GV5950.The orthometric height was determined by GPS observations and a
 GV5950.high-resolution geoid model.
 GV5950
 GV5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5950
 GV5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5950
 GV5950.The ellipsoidal height was determined by GPS observations
 GV5950.and is referenced to NAD 83.
 GV5950
 GV5950.The geoid height was determined by GEOID03.
 GV5950
 GV5950;                    North         East     Units Scale Factor Converg.
 GV5950;SPC VA S     - 1,102,452.471 3,675,798.196   MT  0.99994787   +1 12 09.4
 GV5950;SPC VA S     - 3,616,962.82 12,059,681.25   sFT  0.99994787   +1 12 09.4
 GV5950;UTM  18      - 4,122,567.779   365,310.611   MT  0.99982347   -0 55 08.6
 GV5950
 GV5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5950!SPC VA S     -   1.00000341  x   0.99994787  =   0.99995128
 GV5950!UTM  18      -   1.00000341  x   0.99982347  =   0.99982687
 GV5950
 GV5950                          SUPERSEDED SURVEY CONTROL
 GV5950
 GV5950  NAD 83(1993)-  37 14 23.69617(N)    076 31 06.62694(W) AD(       ) A
 GV5950  ELLIP H (08/14/01)  -21.72   (m)                       GP(       ) 4 1
 GV5950  NAD 83(1993)-  37 14 23.69646(N)    076 31 06.62533(W) AD(       ) 2
 GV5950  ELLIP H (09/08/95)  -21.63   (m)                       GP(       ) 4 2
 GV5950  NAD 83(1986)-  37 14 23.70683(N)    076 31 06.65633(W) AD(       ) 2
 GV5950  NGVD 29 (12/05/90)   14.5    (m)           48.     (f) GPS OBS        
 GV5950
 GV5950.Superseded values are not recommended for survey control.
 GV5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5950.See file dsdata.txt to determine how the superseded data were derived.
 GV5950
 GV5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6531122568(NAD 83)
 GV5950_MARKER: DD = SURVEY DISK
 GV5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5950_SP_SET: CONCRETE POST
 GV5950_STAMPING: STATION NO. 040
 GV5950_MARK LOGO: VA-199
 GV5950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5950+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 GV5950
 GV5950  HISTORY     - Date     Condition        Report By
 GV5950  HISTORY     - 1988     MONUMENTED       BSC
 GV5950  HISTORY     - 20000307 GOOD             VADOT
 GV5950  HISTORY     - 20050325 GOOD             VADOT
 GV5950
 GV5950                          STATION DESCRIPTION
 GV5950
 GV5950'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5950'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  T0 REACH THE
 GV5950'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5950'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5950'FOR 1.0 KM (0.60 MI)  TO THE STATION ON THE RIGHT AT THE ENTRANCE TO
 GV5950'THE COLONIAL PARKWAY.
 GV5950'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5950'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.03 M (16.5 FT) NORTH
 GV5950'OF THE DIRECTION SIGN, 2.59 M (8.5 FT) WEST OF THE EDGE OF THE CURB ON
 GV5950'THE EAST SIDE OF THE MEDIAN.  THE LOCATION OF THE REFERENCE MARKS
 GV5950'RELATIVE TO THE MAIN STATION
 GV5950'BEARING             DISTANCE
 GV5950'RM 1    S21 46 03E       40.06 M (131.4 FT)
 GV5950'RM 2    N14 45 55E       28.02 M (91.9 FT)
 GV5950'RM 3    N89 25 15W      273.13 M (896.1 FT)
 GV5950'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5950'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5950'1.  IT IS LOCATED AT THE EASTERN CORNER OF THE ENTRANCE TO THE
 GV5950'YORKTOWN VICTORY CENTER FROM ROUTE 238, 1.98 M (6.5 FT) NORTH OF THE
 GV5950'CORNER OF THE BRICK SIGN, 6.71 M (22.0 FT) SOUTH OF THE END OF THE
 GV5950'CURB.
 GV5950'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5950'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5950'2.  IT IS LOCATED 0.46 M (1.5 FT) SOUTH OF THE END OF THE WOOD
 GV5950'GUARDRAIL,  3.81 M (12.5 FT) EAST OF THE CENTER LINE OF THE ENTRANCE
 GV5950'ROAD TO THE COLONIAL PARKWAY.
 GV5950'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5950'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5950'3.  IT IS LOCATED 1.52 M (5.0 FT) SOUTH OF THE EDGE OF PAVEMENT OF
 GV5950'ROUTE 238.
 GV5950
 GV5950                          STATION RECOVERY (2000)
 GV5950
 GV5950'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (WT)
 GV5950'RECOVERED AS DESCRIBED.
 GV5950
 GV5950                          STATION RECOVERY (2005)
 GV5950
 GV5950'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JLB)
 GV5950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5951 ***********************************************************************
 GV5951  DESIGNATION -  041
 GV5951  PID         -  GV5951
 GV5951  STATE/COUNTY-  VA/YORK
 GV5951  USGS QUAD   -  YORKTOWN (1994)
 GV5951
 GV5951                         *CURRENT SURVEY CONTROL
 GV5951  ___________________________________________________________________
 GV5951* NAD 83(1993)-  37 13 58.60757(N)    076 31 53.41699(W)     ADJUSTED  
 GV5951* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 GV5951  ___________________________________________________________________
 GV5951  X           -   1,184,206.515 (meters)                     COMP
 GV5951  Y           -  -4,944,550.958 (meters)                     COMP
 GV5951  Z           -   3,837,999.024 (meters)                     COMP
 GV5951  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GV5951  ELLIP HEIGHT-         -14.99  (meters)          (06/04/02) GPS OBS
 GV5951  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 GV5951
 GV5951  HORZ ORDER  -  SECOND
 GV5951  ELLP ORDER  -  FOURTH    CLASS II
 GV5951
 GV5951.The horizontal coordinates were established by GPS observations
 GV5951.and adjusted by the National Geodetic Survey in September 1995..
 GV5951
 GV5951.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5951
 GV5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5951
 GV5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5951
 GV5951.The ellipsoidal height was determined by GPS observations
 GV5951.and is referenced to NAD 83.
 GV5951
 GV5951.The geoid height was determined by GEOID03.
 GV5951
 GV5951;                    North         East     Units Scale Factor Converg.
 GV5951;SPC VA S     - 1,101,655.107 3,674,661.365   MT  0.99994814   +1 11 41.0
 GV5951;SPC VA S     - 3,614,346.80 12,055,951.50   sFT  0.99994814   +1 11 41.0
 GV5951;UTM  18      - 4,121,813.140   364,145.184   MT  0.99982736   -0 55 36.4
 GV5951
 GV5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5951!SPC VA S     -   1.00000235  x   0.99994814  =   0.99995049
 GV5951!UTM  18      -   1.00000235  x   0.99982736  =   0.99982971
 GV5951
 GV5951                          SUPERSEDED SURVEY CONTROL
 GV5951
 GV5951  ELLIP H (09/08/95)  -14.84   (m)                       GP(       ) 4 2
 GV5951  NAD 83(1986)-  37 13 58.61771(N)    076 31 53.44798(W) AD(       ) 2
 GV5951  NGVD 29 (12/05/90)   21.3    (m)           70.     (f) GPS OBS        
 GV5951
 GV5951.Superseded values are not recommended for survey control.
 GV5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5951.See file dsdata.txt to determine how the superseded data were derived.
 GV5951
 GV5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6414521813(NAD 83)
 GV5951_MARKER: DD = SURVEY DISK
 GV5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5951_SP_SET: CONCRETE POST
 GV5951_STAMPING: STATION NO. 041
 GV5951_MARK LOGO: VA-199
 GV5951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5951+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5951
 GV5951  HISTORY     - Date     Condition        Report By
 GV5951  HISTORY     - 1988     MONUMENTED       BSC
 GV5951
 GV5951                          STATION DESCRIPTION
 GV5951
 GV5951'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5951'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5951'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5951'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5951'FOR 2.4 KM (1.50 MI)  TO THE JUNCTION WITH ROUTE 638 (GOOSLEY ROAD)
 GV5951'AND THE STATION ON THE RIGHT JUST BEFORE THE JUNCTION.
 GV5951'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5951'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.35 M (11.0 FT) NORTH
 GV5951'OF THE EDGE OF THE PAVEMENT OF ROUTE 238, 19.35 M (63.5 FT) WEST OF
 GV5951'THE UTILITY POLE NUMBERED FC-47.  THE LOCATION OF THE REFERENCE MARKS
 GV5951'RELATIVE TO THE MAIN STATION
 GV5951'BEARING             DISTANCE
 GV5951'RM 1    S84 44 00W       23.47 M (77.0 FT)
 GV5951'RM 2    S63 05 25E       25.64 M (84.1 FT)
 GV5951'RM 3    N80 29 20E      106.95 M (350.9 FT)
 GV5951'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.09 M
 GV5951'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5951'1.  IT IS LOCATED 2.59 M (8.5 FT) NORTH OF THE EDGE OF PAVEMENT OF
 GV5951'ROUTE 238, 0.46 M (1.5 FT) SOUTHEAST OF UTILITY POLE FC-07.
 GV5951'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5951'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5951'2.  IT IS LOCATED 4.27 M (14.0 FT) SOUTH OF THE EDGE OF PAVEMENT OF
 GV5951'ROUTE 238, 0.46 NORTH OF UTILITY POLE FC-35.
 GV5951'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5951'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5951'3.  IT IS LOCATED 8.53 M (28.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5951'238, 0.91 M (3.0 FT) SOUTHWEST OF THE 0.20 M (0.7 FT) CONCRETE
 GV5951'MONUMENT STAMPED VDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5952 ***********************************************************************
 GV5952  DESIGNATION -  042
 GV5952  PID         -  GV5952
 GV5952  STATE/COUNTY-  VA/YORK
 GV5952  USGS QUAD   -  YORKTOWN (1994)
 GV5952
 GV5952                         *CURRENT SURVEY CONTROL
 GV5952  ___________________________________________________________________
 GV5952* NAD 83(1993)-  37 13 55.66024(N)    076 32 51.64507(W)     ADJUSTED  
 GV5952* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 GV5952  ___________________________________________________________________
 GV5952  X           -   1,182,823.909 (meters)                     COMP
 GV5952  Y           -  -4,944,940.564 (meters)                     COMP
 GV5952  Z           -   3,837,928.273 (meters)                     COMP
 GV5952  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5952  ELLIP HEIGHT-         -12.36  (meters)          (06/04/02) GPS OBS
 GV5952  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV5952
 GV5952  HORZ ORDER  -  SECOND
 GV5952  ELLP ORDER  -  FOURTH    CLASS II
 GV5952
 GV5952.The horizontal coordinates were established by GPS observations
 GV5952.and adjusted by the National Geodetic Survey in September 1995..
 GV5952
 GV5952.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5952
 GV5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5952
 GV5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5952
 GV5952.The ellipsoidal height was determined by GPS observations
 GV5952.and is referenced to NAD 83.
 GV5952
 GV5952.The geoid height was determined by GEOID03.
 GV5952
 GV5952;                    North         East     Units Scale Factor Converg.
 GV5952;SPC VA S     - 1,101,534.467 3,673,228.316   MT  0.99994818   +1 11 05.7
 GV5952;SPC VA S     - 3,613,951.00 12,051,249.90   sFT  0.99994818   +1 11 05.7
 GV5952;UTM  18      - 4,121,745.641   362,708.820   MT  0.99983219   -0 56 11.6
 GV5952
 GV5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5952!SPC VA S     -   1.00000194  x   0.99994818  =   0.99995012
 GV5952!UTM  18      -   1.00000194  x   0.99983219  =   0.99983413
 GV5952
 GV5952                          SUPERSEDED SURVEY CONTROL
 GV5952
 GV5952  ELLIP H (09/08/95)  -12.21   (m)                       GP(       ) 4 2
 GV5952  NAD 83(1986)-  37 13 55.67014(N)    076 32 51.67581(W) AD(       ) 2
 GV5952  NGVD 29 (12/05/90)   23.8    (m)           78.     (f) GPS OBS        
 GV5952
 GV5952.Superseded values are not recommended for survey control.
 GV5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5952.See file dsdata.txt to determine how the superseded data were derived.
 GV5952
 GV5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6270921746(NAD 83)
 GV5952_MARKER: DD = SURVEY DISK
 GV5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5952_SP_SET: CONCRETE POST
 GV5952_STAMPING: STATION NO. 042
 GV5952_MARK LOGO: VA-199
 GV5952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5952+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5952
 GV5952  HISTORY     - Date     Condition        Report By
 GV5952  HISTORY     - 1988     MONUMENTED       BSC
 GV5952
 GV5952                          STATION DESCRIPTION
 GV5952
 GV5952'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5952'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5952'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5952'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5952'FOR 3.9 KM (2.40 MI)  TO THE INTERSECTION WITH ROUTE 660 (BAPTIST
 GV5952'ROAD) AND THE STATION IN THE MEDIAN JUST BEFORE THE INTERSECTION.
 GV5952'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5952'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 2.29 M (7.5 FT) NORTH
 GV5952'OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF ROUTE 238, 8.38
 GV5952'M (27.5 FT) EAST OF THE TRAFFIC LIGHT POLE.  THE LOCATION OF THE
 GV5952'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5952'BEARING             DISTANCE
 GV5952'RM 1    S10 13 06W       15.95 M (52.3 FT)
 GV5952'RM 2    S78 47 29W       51.19 M (167.9 FT)
 GV5952'STATION 044    S75 19 32W      358.01 M (1174.6 FT)
 GV5952'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5952'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5952'1.  IT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF ROUTE
 GV5952'238 AND 660, 0.46 M (1.5 FT) SOUTHEAST OF UTILITY POLE UB-59, 1.68 M
 GV5952'(5.5 FT) NORTHEAST OF THE STREET SIGN.
 GV5952'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5952'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5952'2.  IT IS LOCATED IN THE WESTERN GRASS MEDIAN AT THE INTERSECTION OF
 GV5952'ROUTES 238 AND 660, 0.76 M (2.5 FT) EAST OF THE FIRE HYDRANT, 11.28 M
 GV5952'(37.0 FT) WEST OF THE TRAFFIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5953 ***********************************************************************
 GV5953  DESIGNATION -  043
 GV5953  PID         -  GV5953
 GV5953  STATE/COUNTY-  VA/YORK
 GV5953  USGS QUAD   -  YORKTOWN (1994)
 GV5953
 GV5953                         *CURRENT SURVEY CONTROL
 GV5953  ___________________________________________________________________
 GV5953* NAD 83(1993)-  37 13 13.73947(N)    076 32 31.19711(W)     ADJUSTED  
 GV5953* NAVD 88     -        18.3    (meters)      60.     (feet)  VERTCON   
 GV5953  ___________________________________________________________________
 GV5953  X           -   1,183,495.083 (meters)                     COMP
 GV5953  Y           -  -4,945,579.499 (meters)                     COMP
 GV5953  Z           -   3,836,896.012 (meters)                     COMP
 GV5953  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GV5953  ELLIP HEIGHT-         -17.70  (meters)          (06/04/02) GPS OBS
 GV5953  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 GV5953
 GV5953  HORZ ORDER  -  SECOND
 GV5953  ELLP ORDER  -  FOURTH    CLASS II
 GV5953
 GV5953.The horizontal coordinates were established by GPS observations
 GV5953.and adjusted by the National Geodetic Survey in September 1995..
 GV5953
 GV5953.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5953
 GV5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5953
 GV5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5953
 GV5953.The ellipsoidal height was determined by GPS observations
 GV5953.and is referenced to NAD 83.
 GV5953
 GV5953.The geoid height was determined by GEOID03.
 GV5953
 GV5953;                    North         East     Units Scale Factor Converg.
 GV5953;SPC VA S     - 1,100,252.904 3,673,759.027   MT  0.99994868   +1 11 18.1
 GV5953;SPC VA S     - 3,609,746.40 12,052,991.07   sFT  0.99994868   +1 11 18.1
 GV5953;UTM  18      - 4,120,445.463   363,191.673   MT  0.99983056   -0 55 58.4
 GV5953
 GV5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5953!SPC VA S     -   1.00000278  x   0.99994868  =   0.99995146
 GV5953!UTM  18      -   1.00000278  x   0.99983056  =   0.99983334
 GV5953
 GV5953                          SUPERSEDED SURVEY CONTROL
 GV5953
 GV5953  ELLIP H (09/08/95)  -17.54   (m)                       GP(       ) 4 2
 GV5953  NAD 83(1986)-  37 13 13.74949(N)    076 32 31.22804(W) AD(       ) 2
 GV5953  NGVD 29 (12/05/90)   18.6    (m)           61.     (f) GPS OBS        
 GV5953
 GV5953.Superseded values are not recommended for survey control.
 GV5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5953.See file dsdata.txt to determine how the superseded data were derived.
 GV5953
 GV5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6319220445(NAD 83)
 GV5953_MARKER: DD = SURVEY DISK
 GV5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5953_SP_SET: CONCRETE POST
 GV5953_STAMPING: STATION NO. 043
 GV5953_MARK LOGO: VA-199
 GV5953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5953+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5953
 GV5953  HISTORY     - Date     Condition        Report By
 GV5953  HISTORY     - 1988     MONUMENTED       BSC
 GV5953
 GV5953                          STATION DESCRIPTION
 GV5953
 GV5953'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5953'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5953'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5953'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5953'FOR 3.9 KM (2.40 MI)  TO THE INTERSECTION WITH ROUTE 660 (BAPTIST
 GV5953'ROAD).  TURN LEFT ONTO BAPTIST ROAD AND PROCEED IN A SOUTHERLY THEN
 GV5953'EASTERLY DIRECTION FOR APPROXIMATELY 1.9 KM (1.20 MI) TO THE JUNCTION
 GV5953'WITH SPRING ROAD.  TURN LEFT ONTO SPRING ROAD AND PROCEED IN A
 GV5953'NORTHERLY DIRECTION FOR APPROXIMATELY 0.1 KM (0.05 MI) TO THE STATION
 GV5953'ON THE RIGHT JUST BEFORE THE DRIVEWAY TO HOUSE NUMBER 108.
 GV5953'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5953'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.97 M (19.6 FT) EAST
 GV5953'OF THE CENTER LINE OF ROUTE 701 (SPRING ROAD), 1.22 M (4.0 FT) SOUTH
 GV5953'OF THE SOUTHERN EDGE OF A CONCRETE WALK. THE LOCATION OF THE REFERENCE
 GV5953'MARKS RELATIVE TO THE MAIN STATION
 GV5953'BEARING             DISTANCE
 GV5953'RM 1    N08 54 57E       14.45 M (47.4 FT)
 GV5953'RM 2    N33 02 14W       21.07 M (69.1 FT)
 GV5953'RM 3    S14 39 39W       99.33 M (325.9 FT)
 GV5953'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5953'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5953'1.  IT IS LOCATED 6.71 M (22.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5953'701, 1.22 M (4.0 FT) WEST OF UTILITY POLE FX-7.
 GV5953'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5953'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5953'2.  IT IS LOCATED 7.01 M (23.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5953'701, 0.61 M (2.0 FT) EAST OF UTILITY POLE XI-38.
 GV5953'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5953'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5953'3.  IT IS LOCATED ON THE SOUTH SIDE OF ROUTE 660, AT THE INTERSECTION
 GV5953'WITH ROUTE 701, 5.94 M (19.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5953'660, 0.76 WEST OF UTILITY POLE NUMBER 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5954 ***********************************************************************
 GV5954  DESIGNATION -  044
 GV5954  PID         -  GV5954
 GV5954  STATE/COUNTY-  VA/YORK
 GV5954  USGS QUAD   -  YORKTOWN (1994)
 GV5954
 GV5954                         *CURRENT SURVEY CONTROL
 GV5954  ___________________________________________________________________
 GV5954* NAD 83(1993)-  37 13 52.23958(N)    076 33 19.42601(W)     ADJUSTED  
 GV5954* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 GV5954  ___________________________________________________________________
 GV5954  X           -   1,182,172.475 (meters)                     COMP
 GV5954  Y           -  -4,945,160.861 (meters)                     COMP
 GV5954  Z           -   3,837,843.513 (meters)                     COMP
 GV5954  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5954  ELLIP HEIGHT-         -13.68  (meters)          (06/04/02) GPS OBS
 GV5954  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV5954
 GV5954  HORZ ORDER  -  SECOND
 GV5954  ELLP ORDER  -  FOURTH    CLASS II
 GV5954
 GV5954.The horizontal coordinates were established by GPS observations
 GV5954.and adjusted by the National Geodetic Survey in September 1995..
 GV5954
 GV5954.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5954
 GV5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5954
 GV5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5954
 GV5954.The ellipsoidal height was determined by GPS observations
 GV5954.and is referenced to NAD 83.
 GV5954
 GV5954.The geoid height was determined by GEOID03.
 GV5954
 GV5954;                    North         East     Units Scale Factor Converg.
 GV5954;SPC VA S     - 1,101,414.910 3,672,545.866   MT  0.99994822   +1 10 48.8
 GV5954;SPC VA S     - 3,613,558.75 12,049,010.90   sFT  0.99994822   +1 10 48.8
 GV5954;UTM  18      - 4,121,651.439   362,022.492   MT  0.99983452   -0 56 28.4
 GV5954
 GV5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5954!SPC VA S     -   1.00000215  x   0.99994822  =   0.99995037
 GV5954!UTM  18      -   1.00000215  x   0.99983452  =   0.99983667
 GV5954
 GV5954                          SUPERSEDED SURVEY CONTROL
 GV5954
 GV5954  ELLIP H (09/08/95)  -13.53   (m)                       GP(       ) 4 2
 GV5954  NAD 83(1993)-  37 13 52.24133(N)    076 33 19.43399(W) AD(       ) 2
 GV5954  NAD 83(1986)-  37 13 52.24941(N)    076 33 19.45661(W) AD(       ) 2
 GV5954  NGVD 29 (12/05/90)   22.5    (m)           74.     (f) GPS OBS        
 GV5954
 GV5954.Superseded values are not recommended for survey control.
 GV5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5954.See file dsdata.txt to determine how the superseded data were derived.
 GV5954
 GV5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6202221651(NAD 83)
 GV5954_MARKER: DD = SURVEY DISK
 GV5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5954_SP_SET: CONCRETE POST
 GV5954_STAMPING: STATION NO. 044
 GV5954_MARK LOGO: VA-199
 GV5954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5954+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5954
 GV5954  HISTORY     - Date     Condition        Report By
 GV5954  HISTORY     - 1988     MONUMENTED       BSC
 GV5954
 GV5954                          STATION DESCRIPTION
 GV5954
 GV5954'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5954'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5954'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5954'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5954'FOR APPROXIMATELY 4.7 KM (2.90 MI)  TO THE STATION ON THE LEFT JUST
 GV5954'BEFORE THE JUNCTION WITH BROWNS LANE.
 GV5954'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5954'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.20 M (10.5 FT) SOUTH
 GV5954'OF THE EDGE OF THE PAVEMENT OF ROUTE 238, 22.86 M (75.0 FT) WEST OF
 GV5954'UTILITY POLE Q4-08. THE LOCATION OF THE REFERENCE MARKS RELATIVE TO
 GV5954'THE MAIN STATION
 GV5954'BEARING             DISTANCE
 GV5954'RM 1    S76 51 02W       23.12 M (75.9 FT)
 GV5954'RM 2    N20 27 14W       13.19 M (43.3 FT)
 GV5954'RM 3    N85 05 28E      337.35 M (1106.8 FT)
 GV5954'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5954'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5954'1.  IT IS LOCATED 3.05 M (10.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5954'OF ROUTE 238, 1.22 M (4.0 FT) NORTH OF VIRGINIA POWER UTILITY POLE
 GV5954'QA-08.
 GV5954'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5954'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5954'2.  IT IS LOCATED 2.13 M (7.0 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV5954'ROUTE 238, OPPOSITE STATION 044.
 GV5954'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5954'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5954'3.  IT IS LOCATED 2.13 M (7.0 FT) SOUTH OF THE EDGE OF PAVEMENT OF
 GV5954'ROUTE 238, 0.30 M (1.0 FT) WEST OF THE END OF THE CONCRETE SIDEWALK,
 GV5954'13.72 M (45.0 FT) EAST OF UTILITY POLE NUMBER SA-00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5955 ***********************************************************************
 GV5955  DESIGNATION -  045
 GV5955  PID         -  GV5955
 GV5955  STATE/COUNTY-  VA/YORK
 GV5955  USGS QUAD   -  YORKTOWN (1994)
 GV5955
 GV5955                         *CURRENT SURVEY CONTROL
 GV5955  ___________________________________________________________________
 GV5955* NAD 83(1993)-  37 13 14.61559(N)    076 33 53.80420(W)     ADJUSTED  
 GV5955* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 GV5955  ___________________________________________________________________
 GV5955  X           -   1,181,511.834 (meters)                     COMP
 GV5955  Y           -  -4,946,042.628 (meters)                     COMP
 GV5955  Z           -   3,836,921.766 (meters)                     COMP
 GV5955  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 GV5955  ELLIP HEIGHT-         -10.68  (meters)          (06/04/02) GPS OBS
 GV5955  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV5955
 GV5955  HORZ ORDER  -  SECOND
 GV5955  ELLP ORDER  -  FOURTH    CLASS II
 GV5955
 GV5955.The horizontal coordinates were established by GPS observations
 GV5955.and adjusted by the National Geodetic Survey in September 1995..
 GV5955
 GV5955.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5955
 GV5955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5955
 GV5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5955
 GV5955.The ellipsoidal height was determined by GPS observations
 GV5955.and is referenced to NAD 83.
 GV5955
 GV5955.The geoid height was determined by GEOID03.
 GV5955
 GV5955;                    North         East     Units Scale Factor Converg.
 GV5955;SPC VA S     - 1,100,237.918 3,671,722.424   MT  0.99994867   +1 10 28.0
 GV5955;SPC VA S     - 3,609,697.24 12,046,309.32   sFT  0.99994867   +1 10 28.0
 GV5955;UTM  18      - 4,120,505.863   361,156.145   MT  0.99983747   -0 56 48.4
 GV5955
 GV5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5955!SPC VA S     -   1.00000168  x   0.99994867  =   0.99995035
 GV5955!UTM  18      -   1.00000168  x   0.99983747  =   0.99983915
 GV5955
 GV5955                          SUPERSEDED SURVEY CONTROL
 GV5955
 GV5955  ELLIP H (09/08/95)  -10.53   (m)                       GP(       ) 4 2
 GV5955  NAD 83(1993)-  37 13 14.61756(N)    076 33 53.81187(W) AD(       ) 2
 GV5955  NAD 83(1986)-  37 13 14.62500(N)    076 33 53.83396(W) AD(       ) 2
 GV5955  NGVD 29 (12/05/90)   25.5    (m)           84.     (f) GPS OBS        
 GV5955
 GV5955.Superseded values are not recommended for survey control.
 GV5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5955.See file dsdata.txt to determine how the superseded data were derived.
 GV5955
 GV5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6115620506(NAD 83)
 GV5955_MARKER: DD = SURVEY DISK
 GV5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5955_SP_SET: CONCRETE POST
 GV5955_STAMPING: STATION NO. 045
 GV5955_MARK LOGO: VA-199
 GV5955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5955+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5955
 GV5955  HISTORY     - Date     Condition        Report By
 GV5955  HISTORY     - 1988     MONUMENTED       BSC
 GV5955
 GV5955                          STATION DESCRIPTION
 GV5955
 GV5955'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5955'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  T0 REACH THE
 GV5955'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5955'238 (WATER STREET), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 238
 GV5955'FOR APPROXIMATELY 6.0 KM (3.75 MI)  TO THE STATION ON THE LEFT JUST
 GV5955'BEFORE THE JUNCTION WITH COBURN COURT.
 GV5955'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5955'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 4.72 M (15.5 FT)
 GV5955'SOUTHEAST OF THE EDGE OF THE PAVEMENT OF ROUTE 238, 3.20 M (10.5 FT)
 GV5955'NORTHEAST OF THE EDGE OF COBURN COURT.  LOCATION OF THE REFERENCE
 GV5955'MARKS RELATIVE TO THE MAIN STATION
 GV5955'BEARING             DISTANCE
 GV5955'RM 1    S62 40 47W       25.40 M (83.3 FT)
 GV5955'RM 2    N40 38 53E       25.32 M (83.1 FT)
 GV5955'RM 3    N29 13 06E      536.53 M (1760.3 FT)
 GV5955'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5955'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5955'1.  IT IS LOCATED 0.61 M (2.0 FT) EAST OF THE WELCOME TO NEWPORT NEWS
 GV5955'SIGN, 1.37 M (4.5 FT) NORTHWEST OF THE EDGE OF THE PAVEMENT OF ROUTE
 GV5955'238.
 GV5955'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5955'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5955'2.  IT IS LOCATED 9.14 M (30.0 FT) SOUTHEAST OF THE EDGE OF THE
 GV5955'PAVEMENT OF ROUTE 238, 10.67 M (35.0 FT) NORTHWEST OF UTILITY POLE
 GV5955'KI-38.
 GV5955'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.035
 GV5955'M (0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5955'3.  IT IS LOCATED 2.74 M (9.0 FT) NORTHWEST OF THE EDGE OF PAVEMENT OF
 GV5955'ROUTE 238, 3.20 M (10.5 FT) SOUTHWEST OF THE END OF THE CENTER LINE OF
 GV5955'THE ASPHALT ROAD INTO THE GATE OF YORKTOWN U.S. NAVAL WEAPONS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5956 ***********************************************************************
 GV5956  DESIGNATION -  046
 GV5956  PID         -  GV5956
 GV5956  STATE/COUNTY-  VA/YORK
 GV5956  USGS QUAD   -  YORKTOWN (1994)
 GV5956
 GV5956                         *CURRENT SURVEY CONTROL
 GV5956  ___________________________________________________________________
 GV5956* NAD 83(1993)-  37 12 42.56587(N)    076 33 34.74721(W)     ADJUSTED  
 GV5956* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 GV5956  ___________________________________________________________________
 GV5956  X           -   1,182,107.360 (meters)                     COMP
 GV5956  Y           -  -4,946,513.258 (meters)                     COMP
 GV5956  Z           -   3,836,133.835 (meters)                     COMP
 GV5956  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GV5956  ELLIP HEIGHT-         -12.50  (meters)          (06/04/02) GPS OBS
 GV5956  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV5956
 GV5956  HORZ ORDER  -  SECOND
 GV5956  ELLP ORDER  -  FOURTH    CLASS II
 GV5956
 GV5956.The horizontal coordinates were established by GPS observations
 GV5956.and adjusted by the National Geodetic Survey in September 1995..
 GV5956
 GV5956.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5956
 GV5956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5956
 GV5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5956
 GV5956.The ellipsoidal height was determined by GPS observations
 GV5956.and is referenced to NAD 83.
 GV5956
 GV5956.The geoid height was determined by GEOID03.
 GV5956
 GV5956;                    North         East     Units Scale Factor Converg.
 GV5956;SPC VA S     - 1,099,259.783 3,672,212.434   MT  0.99994907   +1 10 39.5
 GV5956;SPC VA S     - 3,606,488.14 12,047,916.96   sFT  0.99994907   +1 10 39.5
 GV5956;UTM  18      - 4,119,510.373   361,609.565   MT  0.99983592   -0 56 36.1
 GV5956
 GV5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5956!SPC VA S     -   1.00000196  x   0.99994907  =   0.99995103
 GV5956!UTM  18      -   1.00000196  x   0.99983592  =   0.99983788
 GV5956
 GV5956                          SUPERSEDED SURVEY CONTROL
 GV5956
 GV5956  ELLIP H (09/08/95)  -12.35   (m)                       GP(       ) 4 2
 GV5956  NAD 83(1993)-  37 12 42.56773(N)    076 33 34.75562(W) AD(       ) 2
 GV5956  NAD 83(1986)-  37 12 42.57524(N)    076 33 34.77690(W) AD(       ) 2
 GV5956  NGVD 29 (12/05/90)   23.6    (m)           77.     (f) GPS OBS        
 GV5956
 GV5956.Superseded values are not recommended for survey control.
 GV5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5956.See file dsdata.txt to determine how the superseded data were derived.
 GV5956
 GV5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6161019510(NAD 83)
 GV5956_MARKER: DD = SURVEY DISK
 GV5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5956_SP_SET: CONCRETE POST
 GV5956_STAMPING: STATION NO. 046
 GV5956_MARK LOGO: VA-199
 GV5956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5956+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 GV5956
 GV5956  HISTORY     - Date     Condition        Report By
 GV5956  HISTORY     - 1988     MONUMENTED       BSC
 GV5956  HISTORY     - 19900628 GOOD             MSI
 GV5956
 GV5956                          STATION DESCRIPTION
 GV5956
 GV5956'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5956'THIS STATION IS SITUATED IN THE CITY OF NEWPORT NEWS, VIRGINIA.  TO
 GV5956'REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 637
 GV5956'(GOOSLEY DRIVE), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 637 FOR
 GV5956'APPROXIMATELY 5.2 KM (3.25 MI)  TO THE STATION ON THE RIGHT.
 GV5956'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5956'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.18 M (17.0 FT)
 GV5956'NORTHEAST OF THE CENTER LINE OF ROUTE 637, 11.89 M (39.0 FT) NORTH OF
 GV5956'UTILITY POLE NUMBER 13.  LOCATION OF THE REFERENCE MARKS RELATIVE TO
 GV5956'THE MAIN STATION
 GV5956'BEARING             DISTANCE
 GV5956'RM 1    N82 39 40W       64.90 M (212.9 FT)
 GV5956'RM 2    S03 11 15W       11.20 M (36.7 FT)
 GV5956'RM 3    S77 23 23E      219.60 M (720.5 FT)
 GV5956'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5956'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5956'1.  IT IS LOCATED 0.46 M (1.5 FT) NORTHEAST OF UTILITY POLE NC-24,
 GV5956'3.05 M (10.0 FT) SOUTHWEST OF THE EDGE OF THE CONCRETE CULVERT PIPE.
 GV5956'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.13 M
 GV5956'(0.4 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5956'2.  IT IS LOCATED 0.76 M (2.5 FT) NORTH OF UTILITY POLE NUMBER 13,
 GV5956'5.49 M (18.0 FT) SOUTHWEST OF THE CENTER LINE OF ROUTE 637.
 GV5956'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5956'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5956'3.  IT IS LOCATED 4.42 M (14.5 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5956'637, 0.61 M (OUTHEAST OF UTILITY POLE PC-20.
 GV5956
 GV5956                          STATION RECOVERY (1990)
 GV5956
 GV5956'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV5956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5957 ***********************************************************************
 GV5957  DESIGNATION -  048
 GV5957  PID         -  GV5957
 GV5957  STATE/COUNTY-  VA/YORK
 GV5957  USGS QUAD   -  YORKTOWN (1994)
 GV5957
 GV5957                         *CURRENT SURVEY CONTROL
 GV5957  ___________________________________________________________________
 GV5957* NAD 83(1993)-  37 13 42.25828(N)    076 31 19.34411(W)     ADJUSTED  
 GV5957* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 GV5957  ___________________________________________________________________
 GV5957  X           -   1,185,093.327 (meters)                     COMP
 GV5957  Y           -  -4,944,647.498 (meters)                     COMP
 GV5957  Z           -   3,837,594.345 (meters)                     COMP
 GV5957  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 GV5957  ELLIP HEIGHT-         -20.57  (meters)          (06/04/02) GPS OBS
 GV5957  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV5957
 GV5957  HORZ ORDER  -  SECOND
 GV5957  ELLP ORDER  -  FOURTH    CLASS II
 GV5957
 GV5957.The horizontal coordinates were established by GPS observations
 GV5957.and adjusted by the National Geodetic Survey in September 1995..
 GV5957
 GV5957.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5957
 GV5957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5957
 GV5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5957
 GV5957.The ellipsoidal height was determined by GPS observations
 GV5957.and is referenced to NAD 83.
 GV5957
 GV5957.The geoid height was determined by GEOID03.
 GV5957
 GV5957;                    North         East     Units Scale Factor Converg.
 GV5957;SPC VA S     - 1,101,168.776 3,675,511.588   MT  0.99994833   +1 12 01.7
 GV5957;SPC VA S     - 3,612,751.23 12,058,740.93   sFT  0.99994833   +1 12 01.7
 GV5957;UTM  18      - 4,121,295.732   364,976.719   MT  0.99982458   -0 55 15.5
 GV5957
 GV5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5957!SPC VA S     -   1.00000323  x   0.99994833  =   0.99995156
 GV5957!UTM  18      -   1.00000323  x   0.99982458  =   0.99982781
 GV5957
 GV5957                          SUPERSEDED SURVEY CONTROL
 GV5957
 GV5957  ELLIP H (09/08/95)  -20.43   (m)                       GP(       ) 4 2
 GV5957  NAD 83(1986)-  37 13 42.26853(N)    076 31 19.37514(W) AD(       ) 2
 GV5957  NGVD 29 (12/05/90)   15.7    (m)           52.     (f) GPS OBS        
 GV5957
 GV5957.Superseded values are not recommended for survey control.
 GV5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5957.See file dsdata.txt to determine how the superseded data were derived.
 GV5957
 GV5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6497721296(NAD 83)
 GV5957_MARKER: DD = SURVEY DISK
 GV5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5957_SP_SET: CONCRETE POST
 GV5957_STAMPING: STATION NO. 048
 GV5957_MARK LOGO: VA-199
 GV5957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5957+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5957
 GV5957  HISTORY     - Date     Condition        Report By
 GV5957  HISTORY     - 1988     MONUMENTED       BSC
 GV5957
 GV5957                          STATION DESCRIPTION
 GV5957
 GV5957'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5957'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5957'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 637 (GOOSLEY
 GV5957'DRIVE), PROCEED IN A WESTERLY DIRECTION ALONG ROUTE 637 FOR
 GV5957'APPROXIMATELY 0.5 KM (0.30 MI)  TO A FORK IN THE ROAD.  TAKE THE RIGHT
 GV5957'FORK (ROUTE 638  GOOSLEY ROAD) AND CONTINUE FOR 0.4 KM (0.25 MI) TO
 GV5957'THE JUNCTION WITH ROUTE 1015 (LEIGH ROAD).  TURN RIGHT ONTO LEIGH ROAD
 GV5957'AND PROCEED FOR APPROXIMATELY 0.2 KM (0.10 MI) TO THE STATION ON THE
 GV5957'RIGHT JUST AFTER THE JUNCTION WITH WHITT COURT.
 GV5957'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5957'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.94 M (19.5 FT) SOUTH
 GV5957'OF THE SOUTHERN CORNER OF A 0.9 M (3.0 FT) CHAIN LINK FENCE, 7.25 M
 GV5957'(23.8 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 1015.  LOCATION OF
 GV5957'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5957'BEARING             DISTANCE
 GV5957'RM 1    N23 35 07W       48.54 M (159.3 FT)
 GV5957'RM 2    S84 41 00W       18.78 M (61.6 FT)
 GV5957'RM 3    S26 16 11W      186.65 M (612.4 FT)
 GV5957'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5957'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5957'1.  IT IS LOCATED 7.01 M (23.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5957'1015, 0.76 M (2.5 FT) SOUTHEAST OF THE NORTHEAST CORNER POST OF THE
 GV5957'CHAIN LINK FENCE.
 GV5957'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5957'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5957'2.  IT IS LOCATED 2.44 M (8.0 FT) SOUTHEAST OF THE CHAIN LINK FENCE,
 GV5957'7.16 M (23.5 FT) NORTH OF THE CENTER LINE OF ROUTE 1016 (WALNUT
 GV5957'DRIVE), 9.45 M (31.0 FT) WEST OF THE CENTER LINE OF ROUTE 1015.
 GV5957'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5957'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5957'3.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 GV5957'ROUTES 638 AND 1015, 11.73 M (38.5 FT)  SOUTH OF THE FIRE HYDRANT,
 GV5957'5.79 M (19.0 FT) EAST OF THE STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5958 ***********************************************************************
 GV5958  DESIGNATION -  049
 GV5958  PID         -  GV5958
 GV5958  STATE/COUNTY-  VA/YORK
 GV5958  USGS QUAD   -  YORKTOWN (1994)
 GV5958
 GV5958                         *CURRENT SURVEY CONTROL
 GV5958  ___________________________________________________________________
 GV5958* NAD 83(1993)-  37 13 26.44125(N)    076 30 55.87631(W)     ADJUSTED  
 GV5958* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 GV5958  ___________________________________________________________________
 GV5958  X           -   1,185,725.362 (meters)                     COMP
 GV5958  Y           -  -4,944,802.320 (meters)                     COMP
 GV5958  Z           -   3,837,208.297 (meters)                     COMP
 GV5958  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GV5958  ELLIP HEIGHT-         -16.91  (meters)          (06/04/02) GPS OBS
 GV5958  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 GV5958
 GV5958  HORZ ORDER  -  SECOND
 GV5958  ELLP ORDER  -  FOURTH    CLASS II
 GV5958
 GV5958.The horizontal coordinates were established by GPS observations
 GV5958.and adjusted by the National Geodetic Survey in September 1995..
 GV5958
 GV5958.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5958
 GV5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5958
 GV5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5958
 GV5958.The ellipsoidal height was determined by GPS observations
 GV5958.and is referenced to NAD 83.
 GV5958
 GV5958.The geoid height was determined by GEOID03.
 GV5958
 GV5958;                    North         East     Units Scale Factor Converg.
 GV5958;SPC VA S     - 1,100,693.436 3,676,100.192   MT  0.99994852   +1 12 15.9
 GV5958;SPC VA S     - 3,611,191.71 12,060,672.05   sFT  0.99994852   +1 12 15.9
 GV5958;UTM  18      - 4,120,798.991   365,547.252   MT  0.99982269   -0 55 00.9
 GV5958
 GV5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5958!SPC VA S     -   1.00000265  x   0.99994852  =   0.99995117
 GV5958!UTM  18      -   1.00000265  x   0.99982269  =   0.99982534
 GV5958
 GV5958|---------------------------------------------------------------------|
 GV5958| PID    Reference Object                     Distance      Geod. Az  |
 GV5958|                                                           dddmmss.s |
 GV5958| GV5963 054                                 279.840 METERS 17226     |
 GV5958|---------------------------------------------------------------------|
 GV5958
 GV5958                          SUPERSEDED SURVEY CONTROL
 GV5958
 GV5958  ELLIP H (09/08/95)  -16.78   (m)                       GP(       ) 4 2
 GV5958  NAD 83(1986)-  37 13 26.45160(N)    076 30 55.90736(W) AD(       ) 2
 GV5958  NGVD 29 (12/05/90)   19.4    (m)           64.     (f) GPS OBS        
 GV5958
 GV5958.Superseded values are not recommended for survey control.
 GV5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5958.See file dsdata.txt to determine how the superseded data were derived.
 GV5958
 GV5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6554720799(NAD 83)
 GV5958_MARKER: DD = SURVEY DISK
 GV5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5958_SP_SET: CONCRETE POST
 GV5958_STAMPING: STATION NO. 049
 GV5958_MARK LOGO: VA-199
 GV5958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5958+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5958
 GV5958  HISTORY     - Date     Condition        Report By
 GV5958  HISTORY     - 1988     MONUMENTED       BSC
 GV5958
 GV5958                          STATION DESCRIPTION
 GV5958
 GV5958'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5958'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.
 GV5958'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5958'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE NORTHWEST
 GV5958'CORNER OF THE INTERSECTION OF ROUTES 17 (GEORGE WASHINGTON HIGHWAY)
 GV5958'AND 637 (GOOSLEY ROAD), ON THE GROUNDS OF YORKTOWN INTERMEDIATE
 GV5958'SCHOOL, 5.79 M (19.0 FT) SOUTHEAST OF THE FIRE HYDRANT, 7.47 M
 GV5958'(24.5 FT)  NORTH OF A METAL TRAFFIC CONTROL POLE.  LOCATION OF THE
 GV5958'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5958'BEARING             DISTANCE
 GV5958'RM 1    N87 24 14W      239.46 M (785.6 FT)
 GV5958'RM 2    S53 57 35E       57.99 M (190.3 FT)
 GV5958'RM 3    N16 57 59W       24.98 M (82.0 FT)
 GV5958'STATION 054    S08 46 43E      279.83 M (918.1 FT)
 GV5958'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5958'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5958'1.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ROUTE
 GV5958'637 AND THE COLONIAL PARK SERVICE MAINTENANCE ROAD, 9.45 M (31.0 FT)
 GV5958'WEST OF THE CENTER LINE OF THE MAINTENANCE ROAD, 8.08 M (26.5 FT)
 GV5958'SOUTH OF THE CENTER LINE OF ROUTE 637.
 GV5958'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5958'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5958'2.  IT IS LOCATED AT THE SOUTHEAST CORNER OF ROUTES 17 AND 637, 8.23 M
 GV5958'(27.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 637, 1.22 M (4.0 FT)
 GV5958'NORTHWEST OF A METAL TRAFFIC CONTROL LIGHT POLE, 1.22 M (4.0 FT) NORTH
 GV5958'OF THE NORTHWEST CORNER OF A METAL TRAFFIC CONTROL BOX.
 GV5958'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5958'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5958'3.  IT IS LOCATED ON THE GROUNDS OF THE YORKTOWN INTERMEDIATE SCHOOL,
 GV5958'0.30 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 GV5958'YORKTOWN INTERMEDIATE SCHOOL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5959 ***********************************************************************
 GV5959  DESIGNATION -  050
 GV5959  PID         -  GV5959
 GV5959  STATE/COUNTY-  VA/YORK
 GV5959  USGS QUAD   -  YORKTOWN (1994)
 GV5959
 GV5959                         *CURRENT SURVEY CONTROL
 GV5959  ___________________________________________________________________
 GV5959* NAD 83(1993)-  37 14 02.57360(N)    076 30 39.17165(W)     ADJUSTED  
 GV5959* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 GV5959  ___________________________________________________________________
 GV5959  X           -   1,185,967.541 (meters)                     COMP
 GV5959  Y           -  -4,944,046.443 (meters)                     COMP
 GV5959  Z           -   3,838,091.680 (meters)                     COMP
 GV5959  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV5959  ELLIP HEIGHT-         -22.74  (meters)          (06/04/02) GPS OBS
 GV5959  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV5959
 GV5959  HORZ ORDER  -  SECOND
 GV5959  ELLP ORDER  -  FOURTH    CLASS II
 GV5959
 GV5959.The horizontal coordinates were established by GPS observations
 GV5959.and adjusted by the National Geodetic Survey in September 1995..
 GV5959
 GV5959.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5959
 GV5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5959
 GV5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5959
 GV5959.The ellipsoidal height was determined by GPS observations
 GV5959.and is referenced to NAD 83.
 GV5959
 GV5959.The geoid height was determined by GEOID03.
 GV5959
 GV5959;                    North         East     Units Scale Factor Converg.
 GV5959;SPC VA S     - 1,101,815.697 3,676,488.428   MT  0.99994810   +1 12 26.1
 GV5959;SPC VA S     - 3,614,873.67 12,061,945.78   sFT  0.99994810   +1 12 26.1
 GV5959;UTM  18      - 4,121,905.971   365,976.712   MT  0.99982127   -0 54 51.6
 GV5959
 GV5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5959!SPC VA S     -   1.00000357  x   0.99994810  =   0.99995167
 GV5959!UTM  18      -   1.00000357  x   0.99982127  =   0.99982484
 GV5959
 GV5959                          SUPERSEDED SURVEY CONTROL
 GV5959
 GV5959  ELLIP H (09/08/95)  -22.61   (m)                       GP(       ) 4 2
 GV5959  NAD 83(1993)-  37 14 02.57418(N)    076 30 39.17977(W) AD(       ) 2
 GV5959  NAD 83(1986)-  37 14 02.58417(N)    076 30 39.20268(W) AD(       ) 2
 GV5959  NGVD 29 (12/05/90)   13.5    (m)           44.     (f) GPS OBS        
 GV5959
 GV5959.Superseded values are not recommended for survey control.
 GV5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5959.See file dsdata.txt to determine how the superseded data were derived.
 GV5959
 GV5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6597721906(NAD 83)
 GV5959_MARKER: DD = SURVEY DISK
 GV5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5959_SP_SET: CONCRETE POST
 GV5959_STAMPING: STATION NO. 050
 GV5959_MARK LOGO: VA-199
 GV5959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5959+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5959
 GV5959  HISTORY     - Date     Condition        Report By
 GV5959  HISTORY     - 1988     MONUMENTED       BSC
 GV5959
 GV5959                          STATION DESCRIPTION
 GV5959
 GV5959'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5959'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5959'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5959'238 (COLONIAL PARKWAY), PROCEED IN AN EASTERLY DIRECTION FOR 0.7 KM
 GV5959'(0.45 MI) TO THE JUNCTION WITH MOORE HOUSE ROAD.  TURN SHARP LEFT ONTO
 GV5959'BALLARD STREET AND PROCEED IN A NORTH WESTERLY DIRECTION FOR 0.5 KM
 GV5959'(0.30 MI) TO THE STATION ON THE LEFT JUST BEFORE THE ENTRANCE TO THE
 GV5959'PARKING LOT OF THE YORK COUNTY ADMINISTRATION OFFICE BUILDING, NUMBER
 GV5959'224 BALLARD STREET.
 GV5959'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5959'(0.3 FT) BELOW THE GROUND LEVEL.  LOCATION OF THE REFERENCE MARKS
 GV5959'RELATIVE TO THE MAIN STATION
 GV5959'BEARING             DISTANCE
 GV5959'RM 1    N31 04 11E       43.69 M (143.3 FT)
 GV5959'RM 2    N53 02 57W       48.01 M (157.5 FT)
 GV5959'RM 3    S11 29 33E      118.76 M (389.6 FT)
 GV5959'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5959'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5959'1.  IT IS LOCATED 5.64 M (18.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5959'238 (BALLARD STREET), 0.46 M (1.5 FT) WEST OF UTILITY POLE RD-39, 2.13
 GV5959'M (7.0 FT)  SOUTH OF A WATER METER BOX.
 GV5959'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5959'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5959'2.  IT IS LOCATED 0.91 M (3.0 FT) SOUTH OF THE BACK OF THE ASPHALT
 GV5959'CURB, 3.35 M (11.0 FT) WEST OF THE WEST END OF A 1.22 M (4.0 FT)  WIDE
 GV5959'CONCRETE GUTTER PAN.
 GV5959'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5959'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5959'3.  IT IS LOCATED ON ROUTE 238 (BALLARD STREET) SOUTH OF ROUTE 1012
 GV5959'(ALEXANDER HAMILTON BOULEVARD), 0.91 M (3.0 FT) NORTH OF UTILITY POLE
 GV5959'RC-87, 1.22 M (4.0 FT) WEST OF A TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5960 ***********************************************************************
 GV5960  TIDAL BM    -  This is a Tidal Bench Mark.
 GV5960  DESIGNATION -  051
 GV5960  PID         -  GV5960
 GV5960  STATE/COUNTY-  VA/YORK
 GV5960  USGS QUAD   -  POQUOSON WEST (1983)
 GV5960
 GV5960                         *CURRENT SURVEY CONTROL
 GV5960  ___________________________________________________________________
 GV5960* NAD 83(1993)-  37 13 33.80122(N)    076 29 49.24512(W)     ADJUSTED  
 GV5960* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 GV5960  ___________________________________________________________________
 GV5960  X           -   1,187,290.180 (meters)                     COMP
 GV5960  Y           -  -4,944,283.791 (meters)                     COMP
 GV5960  Z           -   3,837,387.580 (meters)                     COMP
 GV5960  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 GV5960  ELLIP HEIGHT-         -19.20  (meters)          (06/04/02) GPS OBS
 GV5960  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV5960
 GV5960  HORZ ORDER  -  SECOND
 GV5960  ELLP ORDER  -  FOURTH    CLASS II
 GV5960
 GV5960.The horizontal coordinates were established by GPS observations
 GV5960.and adjusted by the National Geodetic Survey in September 1995..
 GV5960
 GV5960.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5960
 GV5960.This Tidal Bench Mark is designated as VM 17588
 GV5960.by the Center for Operational Oceanographic Products and Services.
 GV5960
 GV5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5960
 GV5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5960
 GV5960.The ellipsoidal height was determined by GPS observations
 GV5960.and is referenced to NAD 83.
 GV5960
 GV5960.The geoid height was determined by GEOID03.
 GV5960
 GV5960;                    North         East     Units Scale Factor Converg.
 GV5960;SPC VA S     - 1,100,954.956 3,677,737.569   MT  0.99994843   +1 12 56.4
 GV5960;SPC VA S     - 3,612,049.72 12,066,044.01   sFT  0.99994843   +1 12 56.4
 GV5960;UTM  18      - 4,120,999.696   367,192.976   MT  0.99981727   -0 54 20.8
 GV5960
 GV5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5960!SPC VA S     -   1.00000301  x   0.99994843  =   0.99995144
 GV5960!UTM  18      -   1.00000301  x   0.99981727  =   0.99982028
 GV5960
 GV5960                          SUPERSEDED SURVEY CONTROL
 GV5960
 GV5960  ELLIP H (09/08/95)  -19.08   (m)                       GP(       ) 4 2
 GV5960  NAD 83(1993)-  37 13 33.80208(N)    076 29 49.25391(W) AD(       ) 2
 GV5960  NAD 83(1986)-  37 13 33.81172(N)    076 29 49.27610(W) AD(       ) 2
 GV5960  NGVD 29 (12/05/90)   17.1    (m)           56.     (f) GPS OBS        
 GV5960
 GV5960.Superseded values are not recommended for survey control.
 GV5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5960.See file dsdata.txt to determine how the superseded data were derived.
 GV5960
 GV5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6719321000(NAD 83)
 GV5960_MARKER: DD = SURVEY DISK
 GV5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5960_SP_SET: CONCRETE POST
 GV5960_STAMPING: STATION NO. 051
 GV5960_MARK LOGO: VA-199
 GV5960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5960+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5960
 GV5960  HISTORY     - Date     Condition        Report By
 GV5960  HISTORY     - 1988     MONUMENTED       BSC
 GV5960
 GV5960                          STATION DESCRIPTION
 GV5960
 GV5960'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5960'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5960'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5960'238 (COLONIAL PARKWAY), PROCEED IN AN EASTERLY DIRECTION FOR 0.7 KM
 GV5960'(0.45 MI) TO THE JUNCTION WITH ZYEWBRUCKEN ROAD.  BEAR RIGHT ONTO
 GV5960'MOORE HOUSE ROAD (ROUTE 238) AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5960'FOR 1.0 KM (0.60 MI) TO THE STATION ON THE LEFT JUST BEFORE THE
 GV5960'PRIVATE ROAD TO REDOUBT TRAILS 9 AND 10.
 GV5960'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5960'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.49 M (18.0 FT)
 GV5960'NORTHEAST OF THE EDGE OF THE PAVEMENT OF ROUTE 238, 3.51 M (11.5 FT)
 GV5960'WEST OF THE STOP SIGN.  LOCATION OF THE REFERENCE MARKS RELATIVE TO
 GV5960'THE MAIN STATION
 GV5960'BEARING             DISTANCE
 GV5960'RM 1    N80 48 57W       46.95 M (154.0 FT)
 GV5960'RM 2    S09 40 26E       27.81 M (91.2 FT)
 GV5960'RM 3    N71 08 31W      320.095M (1050.2 FT)
 GV5960'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5960'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5960'1.  IT IS LOCATED 5.49 M (18.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5960'ROUTE 238, 0.61 M (2.0 FT) SOUTHEAST OF A PARK SERVICE ROAD SIGN.
 GV5960'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5960'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5960'2.  IT IS LOCATED 11.58 M (38.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5960'ROUTE 238, 3.66 M (12.0 FT) SOUTHEAST OF THE CENTER LINE OF THE PARK
 GV5960'SERVICE ROAD.
 GV5960'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5960'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5960'3.  IT IS LOCATED  4.88 M (16.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5960'238, 2.13 M (7.0 FT) NORTHEAST OF A LONE TREE, 4.88 M (16.0 FT)  NORTH
 GV5960'OF A TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5961 ***********************************************************************
 GV5961  DESIGNATION -  052
 GV5961  PID         -  GV5961
 GV5961  STATE/COUNTY-  VA/YORK
 GV5961  USGS QUAD   -  POQUOSON WEST (1983)
 GV5961
 GV5961                         *CURRENT SURVEY CONTROL
 GV5961  ___________________________________________________________________
 GV5961* NAD 83(1993)-  37 13 18.48317(N)    076 29 13.77081(W)     ADJUSTED  
 GV5961* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 GV5961  ___________________________________________________________________
 GV5961  X           -   1,188,206.565 (meters)                     COMP
 GV5961  Y           -  -4,944,354.423 (meters)                     COMP
 GV5961  Z           -   3,837,009.324 (meters)                     COMP
 GV5961  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5961  ELLIP HEIGHT-         -22.89  (meters)          (06/04/02) GPS OBS
 GV5961  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 GV5961
 GV5961  HORZ ORDER  -  SECOND
 GV5961  ELLP ORDER  -  FOURTH    CLASS II
 GV5961
 GV5961.The horizontal coordinates were established by GPS observations
 GV5961.and adjusted by the National Geodetic Survey in September 1995..
 GV5961
 GV5961.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5961
 GV5961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5961
 GV5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5961
 GV5961.The ellipsoidal height was determined by GPS observations
 GV5961.and is referenced to NAD 83.
 GV5961
 GV5961.The geoid height was determined by GEOID03.
 GV5961
 GV5961;                    North         East     Units Scale Factor Converg.
 GV5961;SPC VA S     - 1,100,501.456 3,678,621.909   MT  0.99994862   +1 13 17.9
 GV5961;SPC VA S     - 3,610,561.86 12,068,945.38   sFT  0.99994862   +1 13 17.9
 GV5961;UTM  18      - 4,120,513.836   368,059.808   MT  0.99981444   -0 53 59.0
 GV5961
 GV5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5961!SPC VA S     -   1.00000359  x   0.99994862  =   0.99995221
 GV5961!UTM  18      -   1.00000359  x   0.99981444  =   0.99981803
 GV5961
 GV5961                          SUPERSEDED SURVEY CONTROL
 GV5961
 GV5961  ELLIP H (09/08/95)  -22.76   (m)                       GP(       ) 4 2
 GV5961  NAD 83(1986)-  37 13 18.49362(N)    076 29 13.80189(W) AD(       ) 2
 GV5961  NGVD 29 (12/05/90)   13.4    (m)           44.     (f) GPS OBS        
 GV5961
 GV5961.Superseded values are not recommended for survey control.
 GV5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5961.See file dsdata.txt to determine how the superseded data were derived.
 GV5961
 GV5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6806020514(NAD 83)
 GV5961_MARKER: DD = SURVEY DISK
 GV5961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5961_SP_SET: CONCRETE POST
 GV5961_STAMPING: STATION NO. 052
 GV5961_MARK LOGO: VA-199
 GV5961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5961+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5961
 GV5961  HISTORY     - Date     Condition        Report By
 GV5961  HISTORY     - 1988     MONUMENTED       BSC
 GV5961
 GV5961                          STATION DESCRIPTION
 GV5961
 GV5961'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5961'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5961'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5961'238 (COLONIAL PARKWAY), PROCEED IN AN EASTERLY DIRECTION FOR 0.7 KM
 GV5961'(0.45 MI) TO THE JUNCTION WITH ZYEWBRUCKEN ROAD.  BEAR RIGHT ONTO
 GV5961'MOORE HOUSE ROAD (ROUTE 238) AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5961'FOR 2.1 KM (1.30 MI) TO THE JUNCTION WITH HAMILTON AVENUE.  TURN LEFT
 GV5961'ONTO HAMILTON AVENUE AND PROCEED IN A NORTHERLY DIRECTION FOR
 GV5961'APPROXIMATELY 0.15 KM (0.10 MI) TO THE STATION ON THE LEFT JUST AFTER
 GV5961'THE JUNCTION WITH ROUTE 676 (MOORE LANE).
 GV5961'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5961'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 2.13 M (7.0 FT)
 GV5961'SOUTHWEST OF THE STREET SIGN, 7.92 M (26.0 FT) NORTH OF THE CENTER
 GV5961'LINE  OF ROUTE 676, 7.47 M (24.5 FT) WEST OF THE CENTER LINE OF
 GV5961'HAMILTON AVENUE.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5961'STATION
 GV5961'BEARING             DISTANCE
 GV5961'RM 1    S19 20 21W       69.13 M (226.8 FT)
 GV5961'RM 2    N46 18 05E       31.33 M (102.8 FT)
 GV5961'RM 3    N12 31 31W      145.84 M (478.5 FT)
 GV5961'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5961'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5961'1.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 GV5961'HAMILTON AVENUE AND A PAVED ROAD TO THE WEST, 7.62 M (25.0 FT)
 GV5961'NORTHWEST OF THE CENTER LINE OF HAMILTON AVENUE, 7.77 M (25.5 FT)
 GV5961'SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD TO THE WEST, 1.07 M
 GV5961'(3.5 FT) NORTHEAST OF UTILITY POLE HK-22.
 GV5961'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5961'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5961'2.  IT IS LOCATED 6.40 M (21.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5961'HAMILTON AVENUE, 3.35 M (11.0 FT) SOUTHWEST OF THE CENTER LINE OF A
 GV5961'PAVED DRIVE TO THE SOUTHEAST.
 GV5961'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5961'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5961'3.  IT IS LOCATED ON ROUTE 676, 1.68 M (5.5 FT) SOUTHWEST OF UTILITY
 GV5961'POLE NUMBER 77, 5.18 M (17.0 FT) NORTHEAST OF THE CENTER LANE OF MOORE
 GV5961'LANE, 2.44 M (8.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF AN EXPOSED
 GV5961'AGGREGATE CONCRETE DRIVETO THE HOUSE AT 1319 MOORE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5962 ***********************************************************************
 GV5962  DESIGNATION -  053
 GV5962  PID         -  GV5962
 GV5962  STATE/COUNTY-  VA/YORK
 GV5962  USGS QUAD   -  YORKTOWN (1994)
 GV5962
 GV5962                         *CURRENT SURVEY CONTROL
 GV5962  ___________________________________________________________________
 GV5962* NAD 83(1993)-  37 12 53.91739(N)    076 30 26.23555(W)     ADJUSTED  
 GV5962* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 GV5962  ___________________________________________________________________
 GV5962  X           -   1,186,576.765 (meters)                     COMP
 GV5962  Y           -  -4,945,218.825 (meters)                     COMP
 GV5962  Z           -   3,836,407.684 (meters)                     COMP
 GV5962  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 GV5962  ELLIP HEIGHT-         -20.51  (meters)          (06/04/02) GPS OBS
 GV5962  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV5962
 GV5962  HORZ ORDER  -  SECOND
 GV5962  ELLP ORDER  -  FOURTH    CLASS II
 GV5962
 GV5962.The horizontal coordinates were established by GPS observations
 GV5962.and adjusted by the National Geodetic Survey in September 1995..
 GV5962
 GV5962.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5962
 GV5962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5962
 GV5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5962
 GV5962.The ellipsoidal height was determined by GPS observations
 GV5962.and is referenced to NAD 83.
 GV5962
 GV5962.The geoid height was determined by GEOID03.
 GV5962
 GV5962;                    North         East     Units Scale Factor Converg.
 GV5962;SPC VA S     - 1,099,706.447 3,676,851.880   MT  0.99994893   +1 12 33.9
 GV5962;SPC VA S     - 3,607,953.57 12,063,138.21   sFT  0.99994893   +1 12 33.9
 GV5962;UTM  18      - 4,119,784.985   366,261.801   MT  0.99982033   -0 54 42.3
 GV5962
 GV5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5962!SPC VA S     -   1.00000322  x   0.99994893  =   0.99995215
 GV5962!UTM  18      -   1.00000322  x   0.99982033  =   0.99982355
 GV5962
 GV5962                          SUPERSEDED SURVEY CONTROL
 GV5962
 GV5962  ELLIP H (09/08/95)  -20.39   (m)                       GP(       ) 4 2
 GV5962  NAD 83(1986)-  37 12 53.92767(N)    076 30 26.26665(W) AD(       ) 2
 GV5962  NGVD 29 (12/05/90)   15.8    (m)           52.     (f) GPS OBS        
 GV5962
 GV5962.Superseded values are not recommended for survey control.
 GV5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5962.See file dsdata.txt to determine how the superseded data were derived.
 GV5962
 GV5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6626219785(NAD 83)
 GV5962_MARKER: DD = SURVEY DISK
 GV5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5962_SP_SET: CONCRETE POST
 GV5962_STAMPING: STATION NO. 053
 GV5962_MARK LOGO: VA-199
 GV5962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5962+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5962
 GV5962  HISTORY     - Date     Condition        Report By
 GV5962  HISTORY     - 1988     MONUMENTED       BSC
 GV5962
 GV5962                          STATION DESCRIPTION
 GV5962
 GV5962'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5962'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5962'STATION FROM THE BRIDGE AT THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV5962'238 (COLONIAL PARKWAY), PROCEED IN AN EASTERLY DIRECTION FOR 0.7 KM
 GV5962'(0.45 MI) TO THE JUNCTION WITH ZYEWBRUCKEN ROAD.  BEAR RIGHT ONTO
 GV5962'MOORE HOUSE ROAD (ROUTE 238) AND PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5962'FOR APPROXIMATELY 0.2 KM (0.10 MI) TO THE JUNCTION WITH COOK ROAD.
 GV5962'TURN RIGHT ONTO COOK ROAD AND PROCEED IN A SOUTHERLY DIRECTION FOR 0.7
 GV5962'KM (0.45 MI) TO A FORK.  TAKE THE RIGHT HAND FORK (SURRENDER ROAD) AND
 GV5962'CONTINUE FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT JUST BEYOND
 GV5962'AND OPPOSITE THE BATTLEFIELD TOUR ROAD ENTRANCE.
 GV5962'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5962'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 7.47 M (24.5 FT) WEST
 GV5962'OF THE CENTER LINE OF ROUTE 634 (SURRENDER ROAD), 22.25 M (73.0 FT)
 GV5962'SOUTH OF A TELEPHONE PEDESTAL.  LOCATION OF THE REFERENCE MARKS
 GV5962'RELATIVE TO THE MAIN STATION
 GV5962'BEARING             DISTANCE
 GV5962'RM 1    S77 29 50E       31.68 M (103.9 FT)
 GV5962'RM 2    N40 10 46E       43.95 M (144.2 FT)
 GV5962'RM 3    N02 21 17E      845.84 M (2775.1 FT)
 GV5962'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5962'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5962'1.  IT IS LOCATED 22.86 M (75.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5962'634, 1.68 M (5.5 FT) SOUTHWEST OF UTILITY POLE UF-24.
 GV5962'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.15 M
 GV5962'(0.5 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5962'2.  IT IS LOCATED 22.86 M (75.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5962'634, 5.18 M (17.0 FT) NORTH OF THE CENTER LINE OF THE PAVED
 GV5962'BATTLEFIELD TOUR ROAD, 0.76 M (2.5 FT) SOUTH OF UTILITY POLE TH-21.
 GV5962'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5962'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5962'3.  IT IS LOCATED IN THE GRASS MEDIAN IMMEDIATELY NORTH OF THE
 GV5962'NORTHERN INTERSECTION OF ROUTES 704 (COOK ROAD) AND 634 (SURRENDER
 GV5962'ROAD), 0.61 M (2.0 FT) SOUTH OF THE TRAFFIC PATTERN SIGN, 1.22 M
 GV5962'(4.0 FT) NORTH OF THE SOUTH END OF THE GRASS MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5963 ***********************************************************************
 GV5963  DESIGNATION -  054
 GV5963  PID         -  GV5963
 GV5963  STATE/COUNTY-  VA/YORK
 GV5963  USGS QUAD   -  YORKTOWN (1994)
 GV5963
 GV5963                         *CURRENT SURVEY CONTROL
 GV5963  ___________________________________________________________________
 GV5963* NAD 83(1993)-  37 13 17.44308(N)    076 30 54.38015(W)     ADJUSTED  
 GV5963* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 GV5963  ___________________________________________________________________
 GV5963  X           -   1,185,800.244 (meters)                     COMP
 GV5963  Y           -  -4,944,956.415 (meters)                     COMP
 GV5963  Z           -   3,836,987.034 (meters)                     COMP
 GV5963  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 GV5963  ELLIP HEIGHT-         -17.53  (meters)          (06/04/02) GPS OBS
 GV5963  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 GV5963
 GV5963  HORZ ORDER  -  SECOND
 GV5963  ELLP ORDER  -  FOURTH    CLASS II
 GV5963
 GV5963.The horizontal coordinates were established by GPS observations
 GV5963.and adjusted by the National Geodetic Survey in September 1995..
 GV5963
 GV5963.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5963
 GV5963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5963
 GV5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5963
 GV5963.The ellipsoidal height was determined by GPS observations
 GV5963.and is referenced to NAD 83.
 GV5963
 GV5963.The geoid height was determined by GEOID03.
 GV5963
 GV5963;                    North         East     Units Scale Factor Converg.
 GV5963;SPC VA S     - 1,100,416.889 3,676,142.898   MT  0.99994863   +1 12 16.9
 GV5963;SPC VA S     - 3,610,284.41 12,060,812.16   sFT  0.99994863   +1 12 16.9
 GV5963;UTM  18      - 4,120,521.088   365,579.689   MT  0.99982258   -0 54 59.8
 GV5963
 GV5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5963!SPC VA S     -   1.00000275  x   0.99994863  =   0.99995138
 GV5963!UTM  18      -   1.00000275  x   0.99982258  =   0.99982533
 GV5963
 GV5963|---------------------------------------------------------------------|
 GV5963| PID    Reference Object                     Distance      Geod. Az  |
 GV5963|                                                           dddmmss.s |
 GV5963| GV5958 049                                 279.840 METERS 35226     |
 GV5963|---------------------------------------------------------------------|
 GV5963
 GV5963                          SUPERSEDED SURVEY CONTROL
 GV5963
 GV5963  ELLIP H (09/08/95)  -17.40   (m)                       GP(       ) 4 2
 GV5963  NAD 83(1986)-  37 13 17.45339(N)    076 30 54.41121(W) AD(       ) 2
 GV5963  NGVD 29 (12/05/90)   18.8    (m)           62.     (f) GPS OBS        
 GV5963
 GV5963.Superseded values are not recommended for survey control.
 GV5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5963.See file dsdata.txt to determine how the superseded data were derived.
 GV5963
 GV5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6558020521(NAD 83)
 GV5963_MARKER: DD = SURVEY DISK
 GV5963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5963_SP_SET: CONCRETE POST
 GV5963_STAMPING: STATION NO. 054
 GV5963_MARK LOGO: VA-199
 GV5963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5963+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5963
 GV5963  HISTORY     - Date     Condition        Report By
 GV5963  HISTORY     - 1988     MONUMENTED       BSC
 GV5963
 GV5963                          STATION DESCRIPTION
 GV5963
 GV5963'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5963'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5963'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5963'EUSTIS BLVD), PROCEED IN AN NORTHWESTERLY DIRECTION ALONG ROUTE 17 FOR
 GV5963'APPROXIMATELY 4.4 KM (2.75 MI) TO THE STATION ON THE RIGHT OPPOSITE
 GV5963'THE ENTRANCE TO A PARK SERVICE ROAD.
 GV5963'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5963'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 2.13 M (7.0 FT) EAST
 GV5963'OF THE EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17,
 GV5963'ACROSS FROM THE ASPHALT DRIVEWAY TO THE COLONIAL NATIONAL PARK SERVICE
 GV5963'MAINTENANCE AREA, SOUTH OF ROUTE 637 (GOOSLEY ROAD).  LOCATION OF THE
 GV5963'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5963'BEARING             DISTANCE
 GV5963'RM 1    N01 30 41W       26.56 M (87.1 FT)
 GV5963'RM 2    S72 00 25E       31.75 M (104.2 FT)
 GV5963'RM 3    S08 00 41W      183.66 M (602.6 FT)
 GV5963'STATION 049    N08 46 43W      279.83 M (918.1 FT)
 GV5963'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5963'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5963'1.  IT IS LOCATED 9.14 M (30.0 FT) EAST OF THE CENTER LINE OF THE
 GV5963'NORTHBOUND LANES OF ROUTE 17, 0.61 M (2.0 FT) SOUTH OF A SIGN FOR THE
 GV5963'JUNCTION WITH ROUTE 637.
 GV5963'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5963'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5963'2.  IT IS LOCATED 7.92 M (26.0 FT) WEST OF THE CENTER LINE OF THE
 GV5963'SOUTHBOUND LANES OF ROUTE 17, 7.62 M (25.0 FT) SOUTH OF THE CENTER
 GV5963'LINE OF THE ASPHALT PAVED SERVICE ROAD TO THE WEST, 0.61 M (2.0 FT)
 GV5963'EAST OF A WOODEN STOP SIGN POST.
 GV5963'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5963'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5963'3.  IT IS LOCATED 6.40 M (21.0 FT) WEST OF THE CENTER LINE OF THE
 GV5963'SOUTHBOUND LANES OF ROUTE 17, 0.46 M (1.5 FT) SOUTHWEST OF THE NORTH
 GV5963'END OF A STEEL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5964 ***********************************************************************
 GV5964  DESIGNATION -  055
 GV5964  PID         -  GV5964
 GV5964  STATE/COUNTY-  VA/YORK
 GV5964  USGS QUAD   -  YORKTOWN (1994)
 GV5964
 GV5964                         *CURRENT SURVEY CONTROL
 GV5964  ___________________________________________________________________
 GV5964* NAD 83(1993)-  37 12 18.89201(N)    076 30 22.86625(W)     ADJUSTED  
 GV5964* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 GV5964  ___________________________________________________________________
 GV5964  X           -   1,186,809.972 (meters)                     COMP
 GV5964  Y           -  -4,945,834.658 (meters)                     COMP
 GV5964  Z           -   3,835,547.939 (meters)                     COMP
 GV5964  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5964  ELLIP HEIGHT-         -20.17  (meters)          (06/04/02) GPS OBS
 GV5964  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 GV5964
 GV5964  HORZ ORDER  -  SECOND
 GV5964  ELLP ORDER  -  FOURTH    CLASS II
 GV5964
 GV5964.The horizontal coordinates were established by GPS observations
 GV5964.and adjusted by the National Geodetic Survey in September 1995..
 GV5964
 GV5964.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5964
 GV5964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5964
 GV5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5964
 GV5964.The ellipsoidal height was determined by GPS observations
 GV5964.and is referenced to NAD 83.
 GV5964
 GV5964.The geoid height was determined by GEOID03.
 GV5964
 GV5964;                    North         East     Units Scale Factor Converg.
 GV5964;SPC VA S     - 1,098,628.726 3,676,957.730   MT  0.99994939   +1 12 36.0
 GV5964;SPC VA S     - 3,604,417.75 12,063,485.49   sFT  0.99994939   +1 12 36.0
 GV5964;UTM  18      - 4,118,704.224   366,327.682   MT  0.99982011   -0 54 39.5
 GV5964
 GV5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5964!SPC VA S     -   1.00000317  x   0.99994939  =   0.99995256
 GV5964!UTM  18      -   1.00000317  x   0.99982011  =   0.99982327
 GV5964
 GV5964:                Primary Azimuth Mark                     Grid Az
 GV5964:SPC VA S     -  056                                      119 13 21.2
 GV5964:UTM  18      -  056                                      121 20 36.7
 GV5964
 GV5964|---------------------------------------------------------------------|
 GV5964| PID    Reference Object                     Distance      Geod. Az  |
 GV5964|                                                           dddmmss.s |
 GV5964| GV5965 056                                 458.613 METERS 1202557.2 |
 GV5964|---------------------------------------------------------------------|
 GV5964
 GV5964                          SUPERSEDED SURVEY CONTROL
 GV5964
 GV5964  ELLIP H (09/08/95)  -20.05   (m)                       GP(       ) 4 2
 GV5964  NAD 83(1986)-  37 12 18.90212(N)    076 30 22.89730(W) AD(       ) 2
 GV5964  NGVD 29 (12/05/90)   16.1    (m)           53.     (f) GPS OBS        
 GV5964
 GV5964.Superseded values are not recommended for survey control.
 GV5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5964.See file dsdata.txt to determine how the superseded data were derived.
 GV5964
 GV5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6632818704(NAD 83)
 GV5964_MARKER: DD = SURVEY DISK
 GV5964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5964_SP_SET: CONCRETE POST
 GV5964_STAMPING: STATION NO. 055
 GV5964_MARK LOGO: VA-199
 GV5964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5964+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5964
 GV5964  HISTORY     - Date     Condition        Report By
 GV5964  HISTORY     - 1988     MONUMENTED       BSC
 GV5964
 GV5964                          STATION DESCRIPTION
 GV5964
 GV5964'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5964'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5964'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5964'EUSTIS BLVD), PROCEED IN AN NORTHWESTERLY DIRECTION ALONG ROUTE 17 FOR
 GV5964'APPROXIMATELY 2.6 KM (1.60 MI) TO THE STATION ON THE LEFT.
 GV5964'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5964'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.35 M (11.0 FT) WEST
 GV5964'OF THE EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES OF ROUTE 17, 47.40
 GV5964'M (155.5 FT) NORTH OF THE NORTH END OF A STEEL GUARD RAIL.  THE GUARD
 GV5964'RAIL IS ON THE EAST SIDE OF THE NORTHBOUND LANES OF ROUTE 17.
 GV5964'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5964'BEARING             DISTANCE
 GV5964'RM 1    S88 12 38E       47.55 M (156.0 FT)
 GV5964'RM 2    N15 26 05W       55.06 M (180.6 FT)
 GV5964'RM 3    N51 34 23W      420.91 M (1380.9 FT)
 GV5964'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5964'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5964'1.  IT IS LOCATED 2.44 M (8.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV5964'THE NORTHBOUND LANES OF ROUTE 17, 0.46 M (1.5 FT) NORTH OF THE NORTH
 GV5964'END OF A STEEL GUARD RAIL.
 GV5964'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5964'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5964'2.  IT IS LOCATED ADJACENT TO THE COLONIAL NATIONAL PARK SIGN, 4.72 M
 GV5964'(15.5 FT) FROM THE EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES OF
 GV5964'ROUTE 17, 0.30 M (1.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK
 GV5964'BASE OF THE SIGN.
 GV5964'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5964'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5964'3.  IT IS LOCATED 3.35 M (11.0 FT) SOUTHWEST OF THE THE EDGE OF THE
 GV5964'PAVEMENT OF THE SOUTHBOUND LANES OF ROUTE 17, 16.76 M (55.0 FT) SOUTH
 GV5964'OF THE SOUTH END OF A STEEL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5965 ***********************************************************************
 GV5965  DESIGNATION -  056
 GV5965  PID         -  GV5965
 GV5965  STATE/COUNTY-  VA/YORK
 GV5965  USGS QUAD   -  YORKTOWN (1994)
 GV5965
 GV5965                         *CURRENT SURVEY CONTROL
 GV5965  ___________________________________________________________________
 GV5965* NAD 83(1993)-  37 12 11.35645(N)    076 30 06.83074(W)     ADJUSTED  
 GV5965* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 GV5965  ___________________________________________________________________
 GV5965  X           -   1,187,227.382 (meters)                     COMP
 GV5965  Y           -  -4,945,879.490 (meters)                     COMP
 GV5965  Z           -   3,835,363.321 (meters)                     COMP
 GV5965  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GV5965  ELLIP HEIGHT-         -19.49  (meters)          (06/04/02) GPS OBS
 GV5965  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 GV5965
 GV5965  HORZ ORDER  -  SECOND
 GV5965  ELLP ORDER  -  FOURTH    CLASS II
 GV5965
 GV5965.The horizontal coordinates were established by GPS observations
 GV5965.and adjusted by the National Geodetic Survey in September 1995..
 GV5965
 GV5965.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5965
 GV5965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5965
 GV5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5965
 GV5965.The ellipsoidal height was determined by GPS observations
 GV5965.and is referenced to NAD 83.
 GV5965
 GV5965.The geoid height was determined by GEOID03.
 GV5965
 GV5965;                    North         East     Units Scale Factor Converg.
 GV5965;SPC VA S     - 1,098,404.841 3,677,357.955   MT  0.99994949   +1 12 45.7
 GV5965;SPC VA S     - 3,603,683.22 12,064,798.56   sFT  0.99994949   +1 12 45.7
 GV5965;UTM  18      - 4,118,465.711   366,719.296   MT  0.99981882   -0 54 29.7
 GV5965
 GV5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5965!SPC VA S     -   1.00000306  x   0.99994949  =   0.99995255
 GV5965!UTM  18      -   1.00000306  x   0.99981882  =   0.99982188
 GV5965
 GV5965:                Primary Azimuth Mark                     Grid Az
 GV5965:SPC VA S     -  057                                      208 58 30.4
 GV5965:UTM  18      -  057                                      211 05 45.8
 GV5965
 GV5965|---------------------------------------------------------------------|
 GV5965| PID    Reference Object                     Distance      Geod. Az  |
 GV5965|                                                           dddmmss.s |
 GV5965| GV5966 057                                 487.985 METERS 2101116.1 |
 GV5965| GV5964 055                                 458.613 METERS 3002606.9 |
 GV5965|---------------------------------------------------------------------|
 GV5965
 GV5965                          SUPERSEDED SURVEY CONTROL
 GV5965
 GV5965  ELLIP H (09/08/95)  -19.37   (m)                       GP(       ) 4 2
 GV5965  NAD 83(1986)-  37 12 11.36655(N)    076 30 06.86182(W) AD(       ) 2
 GV5965  NGVD 29 (12/05/90)   16.8    (m)           55.     (f) GPS OBS        
 GV5965
 GV5965.Superseded values are not recommended for survey control.
 GV5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5965.See file dsdata.txt to determine how the superseded data were derived.
 GV5965
 GV5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6671918466(NAD 83)
 GV5965_MARKER: DD = SURVEY DISK
 GV5965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5965_SP_SET: CONCRETE POST
 GV5965_STAMPING: STATION NO. 056
 GV5965_MARK LOGO: VA-199
 GV5965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5965+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5965
 GV5965  HISTORY     - Date     Condition        Report By
 GV5965  HISTORY     - 1988     MONUMENTED       BSC
 GV5965
 GV5965                          STATION DESCRIPTION
 GV5965
 GV5965'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5965'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5965'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5965'EUSTIS BLVD), PROCEED IN AN NORTHWESTERLY DIRECTION ALONG ROUTE 17 FOR
 GV5965'APPROXIMATELY 2.0 KM (1.25 MI) TO THE STATION ON THE RIGHT OPPOSITE
 GV5965'THE JUNCTION WITH SIEGE LANE (ROUTE 1249).
 GV5965'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5965'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN FRONT OF YORK HIGH
 GV5965'SCHOOL, 6.71 M (22.0 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT OF THE
 GV5965'NORTHBOUND LANES OF ROUTE 17, 6.09 M (20.0 FT) NORTHWEST OF THE
 GV5965'ONE-WAY TRAFFIC SIGN.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE
 GV5965'MAIN STATION
 GV5965'BEARING             DISTANCE
 GV5965'RM 1    N12 02 55W       51.20 M (168.0 FT)
 GV5965'RM 2    S79 47 39E       35.40 M (116.1 FT)
 GV5965'RM 3    S37 45 29W      284.87 M (934.6 FT)
 GV5965'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5965'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5965'1.  IT IS LOCATED ON THE GROUNDS OF THE YORK HIGH SCHOOL, IMMEDIATELY
 GV5965'ADJACENT TO THE SOUTHWEST CORNER OF A 1.82 M (6.0 FT) CHAIN LINK FENCE
 GV5965'SURROUNDING A RADIO TOWER SUPPORT CABLE.
 GV5965'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5965'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5965'2.  IT IS LOCATED ON THE GROUNDS OF THE YORK HIGH SCHOOL, IMMEDIATELY
 GV5965'ADJACENT TO THE CORNER OF THE BRICK SIGN LABELED YORK HIGH SCHOOL.
 GV5965'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5965'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5965'3.  IT IS LOCATED 5.94 M (19.5 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5965'ROUTE 1249, 16.67 M (54.7 FT) NORTHEAST OF UTILITY POLE KV-09.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5966 ***********************************************************************
 GV5966  DESIGNATION -  057
 GV5966  PID         -  GV5966
 GV5966  STATE/COUNTY-  VA/YORK
 GV5966  USGS QUAD   -  YORKTOWN (1994)
 GV5966
 GV5966                         *CURRENT SURVEY CONTROL
 GV5966  ___________________________________________________________________
 GV5966* NAD 83(1993)-  37 11 57.67387(N)    076 30 16.78081(W)     ADJUSTED  
 GV5966* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 GV5966  ___________________________________________________________________
 GV5966  X           -   1,187,048.547 (meters)                     COMP
 GV5966  Y           -  -4,946,185.729 (meters)                     COMP
 GV5966  Z           -   3,835,028.112 (meters)                     COMP
 GV5966  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 GV5966  ELLIP HEIGHT-         -18.22  (meters)          (06/04/02) GPS OBS
 GV5966  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 GV5966
 GV5966  HORZ ORDER  -  SECOND
 GV5966  ELLP ORDER  -  FOURTH    CLASS II
 GV5966
 GV5966.The horizontal coordinates were established by GPS observations
 GV5966.and adjusted by the National Geodetic Survey in September 1995..
 GV5966
 GV5966.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5966
 GV5966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5966
 GV5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5966
 GV5966.The ellipsoidal height was determined by GPS observations
 GV5966.and is referenced to NAD 83.
 GV5966
 GV5966.The geoid height was determined by GEOID03.
 GV5966
 GV5966;                    North         East     Units Scale Factor Converg.
 GV5966;SPC VA S     - 1,097,977.959 3,677,121.572   MT  0.99994968   +1 12 39.7
 GV5966;SPC VA S     - 3,602,282.69 12,064,023.02   sFT  0.99994968   +1 12 39.7
 GV5966;UTM  18      - 4,118,047.924   366,467.311   MT  0.99981965   -0 54 35.4
 GV5966
 GV5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5966!SPC VA S     -   1.00000286  x   0.99994968  =   0.99995254
 GV5966!UTM  18      -   1.00000286  x   0.99981965  =   0.99982251
 GV5966
 GV5966:                Primary Azimuth Mark                     Grid Az
 GV5966:SPC VA S     -  056                                      028 58 30.4
 GV5966:UTM  18      -  056                                      031 05 45.5
 GV5966
 GV5966|---------------------------------------------------------------------|
 GV5966| PID    Reference Object                     Distance      Geod. Az  |
 GV5966|                                                           dddmmss.s |
 GV5966| GV5965 056                                 487.985 METERS 0301110.1 |
 GV5966|---------------------------------------------------------------------|
 GV5966
 GV5966                          SUPERSEDED SURVEY CONTROL
 GV5966
 GV5966  ELLIP H (09/08/95)  -18.10   (m)                       GP(       ) 4 2
 GV5966  NAD 83(1986)-  37 11 57.68396(N)    076 30 16.81187(W) AD(       ) 2
 GV5966  NGVD 29 (12/05/90)   18.1    (m)           59.     (f) GPS OBS        
 GV5966
 GV5966.Superseded values are not recommended for survey control.
 GV5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5966.See file dsdata.txt to determine how the superseded data were derived.
 GV5966
 GV5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6646718048(NAD 83)
 GV5966_MARKER: DD = SURVEY DISK
 GV5966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5966_SP_SET: CONCRETE POST
 GV5966_STAMPING: STATION NO. 057
 GV5966_MARK LOGO: VA-199
 GV5966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5966+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5966
 GV5966  HISTORY     - Date     Condition        Report By
 GV5966  HISTORY     - 1988     MONUMENTED       BSC
 GV5966
 GV5966                          STATION DESCRIPTION
 GV5966
 GV5966'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5966'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5966'STATION FROM  THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5966'EUSTIS BLVD), PROCEED IN AN NORTHWESTERLY DIRECTION ALONG ROUTE 17 FOR
 GV5966'APPROXIMATELY 2.0 KM (1.25 MI) TO THE JUNCTION WITH SIEGE LANE (ROUTE
 GV5966'1249).  TURN LEFT ONTO SIEGE LANE AND PROCEED IN A SOUTHWESTERLY
 GV5966'DIRECTION FOR APPROXIMATELY 0.4 KM (0.25 MI) TO THE STATION ON THE
 GV5966'LEFT.
 GV5966'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5966'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED ON THE GROUNDS OF YORK
 GV5966'ELEMENTARY SCHOOL, OFF ROUTE 1249, 1.22 M (4.0 FT) NORTH OF THE NORTH
 GV5966'CORNER OF THE CHAIN LINK FENCE SURROUNDING THE TENNIS COURTS.
 GV5966'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5966'BEARING             DISTANCE
 GV5966'RM 1    S09 30 25W       44.92 M (147.4 FT)
 GV5966'RM 2    S89 40 14W       59.33 M (194.7 FT)
 GV5966'STATION 056    N17 04 36E      210.97 M (692.2 FT)
 GV5966'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5966'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5966'1.  IT IS LOCATED ADJACENT TO A 0.61 M (2.0 FT) WOOD GUARD RAIL WEST
 GV5966'OF THE TENNIS COURTS, 5.49 M (18.0 FT) EAST OF THE CURB, 0.76 M
 GV5966'(2.5 FT)  SOUTHWEST OF A 0.08 M (0.3 FT) DIAMETER STEEL GATE POST.
 GV5966'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5966'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5966'2.  IT IS LOCATED 0.15 M (0.5 FT) EAST OF THE BACK OF THE CURB, 0.30 M
 GV5966'(1.0 FT) SOUTHEAST OF UTILITY POLE VI-28, 17.53 M (57.5 FT) NORTHWEST
 GV5966'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5967 ***********************************************************************
 GV5967  DESIGNATION -  058
 GV5967  PID         -  GV5967
 GV5967  STATE/COUNTY-  VA/YORK
 GV5967  USGS QUAD   -  POQUOSON WEST (1983)
 GV5967
 GV5967                         *CURRENT SURVEY CONTROL
 GV5967  ___________________________________________________________________
 GV5967* NAD 83(1993)-  37 11 46.65761(N)    076 29 28.13080(W)     ADJUSTED  
 GV5967* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 GV5967  ___________________________________________________________________
 GV5967  X           -   1,188,263.105 (meters)                     COMP
 GV5967  Y           -  -4,946,105.304 (meters)                     COMP
 GV5967  Z           -   3,834,757.637 (meters)                     COMP
 GV5967  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 GV5967  ELLIP HEIGHT-         -18.15  (meters)          (06/04/02) GPS OBS
 GV5967  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 GV5967
 GV5967  HORZ ORDER  -  SECOND
 GV5967  ELLP ORDER  -  FOURTH    CLASS II
 GV5967
 GV5967.The horizontal coordinates were established by GPS observations
 GV5967.and adjusted by the National Geodetic Survey in September 1995..
 GV5967
 GV5967.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5967
 GV5967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5967
 GV5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5967
 GV5967.The ellipsoidal height was determined by GPS observations
 GV5967.and is referenced to NAD 83.
 GV5967
 GV5967.The geoid height was determined by GEOID03.
 GV5967
 GV5967;                    North         East     Units Scale Factor Converg.
 GV5967;SPC VA S     - 1,097,663.883 3,678,328.215   MT  0.99994984   +1 13 09.2
 GV5967;SPC VA S     - 3,601,252.26 12,067,981.82   sFT  0.99994984   +1 13 09.2
 GV5967;UTM  18      - 4,117,689.456   367,661.345   MT  0.99981574   -0 54 05.8
 GV5967
 GV5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5967!SPC VA S     -   1.00000285  x   0.99994984  =   0.99995269
 GV5967!UTM  18      -   1.00000285  x   0.99981574  =   0.99981859
 GV5967
 GV5967                          SUPERSEDED SURVEY CONTROL
 GV5967
 GV5967  ELLIP H (09/08/95)  -18.03   (m)                       GP(       ) 4 2
 GV5967  NAD 83(1993)-  37 11 46.65813(N)    076 29 28.13982(W) AD(       ) 2
 GV5967  NAD 83(1986)-  37 11 46.66778(N)    076 29 28.16198(W) AD(       ) 2
 GV5967  NGVD 29 (12/05/90)   18.3    (m)           60.     (f) GPS OBS        
 GV5967
 GV5967.Superseded values are not recommended for survey control.
 GV5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5967.See file dsdata.txt to determine how the superseded data were derived.
 GV5967
 GV5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6766117689(NAD 83)
 GV5967_MARKER: DD = SURVEY DISK
 GV5967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5967_SP_SET: CONCRETE POST
 GV5967_STAMPING: STATION NO. 058
 GV5967_MARK LOGO: VA-199
 GV5967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5967+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5967
 GV5967  HISTORY     - Date     Condition        Report By
 GV5967  HISTORY     - 1988     MONUMENTED       BSC
 GV5967
 GV5967                          STATION DESCRIPTION
 GV5967
 GV5967'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5967'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5967'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5967'EUSTIS BLVD), PROCEED IN AN NORTHWESTERLY DIRECTION ALONG ROUTE 17 FOR
 GV5967'APPROXIMATELY 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT JUST AFTER
 GV5967'THE JUNCTION WITH ROUTE 678 (HARROD ROAD).
 GV5967'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5967'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE NORTHEAST
 GV5967'CORNER OF THE INTERSECTION OF ROUTES 17 AND 678, 8.23 M (27.0 FT) WEST
 GV5967'OF THE LITTLE SUE SIGN, 12.34 M (40.5 FT)  NORTHWEST OF THE STREET
 GV5967'SIGN, 9.30 M (30.5 FT) NORTHEAST OF THE EDGE OF THE CONCRETE PAVEMENT
 GV5967'OF ROUTE 17, 4.72 M (15.5 FT) NORTHWEST OF A TELEPHONE PEDESTAL.
 GV5967'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5967'BEARING             DISTANCE
 GV5967'RM 1    N36 47 41W       32.05 M (105.2 FT)
 GV5967'RM 2    S22 45 45W       46.17 M (151.5 FT)
 GV5967'RM 3    N77 24 55E       52.76 M (173.1 FT)
 GV5967'STATION 059    S23 50 04E      801.21 M (2628.6 FT)
 GV5967'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5967'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5967'1.  IT IS LOCATED 0.61 M (2.0 FT) NORTHEAST OF THE BACK OF THE CURB ON
 GV5967'THE NORTHEAST SHOULDER OF ROUTE 17, 0.61 M (2.0 FT)  SOUTHWEST OF
 GV5967'UTILITY POLE EG-95.
 GV5967'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5967'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5967'2.  IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 GV5967'ROUTES 17 AND 678 (COCKLETOWN ROAD), 2.74 M (9.0 FT) SOUTHEAST OF THE
 GV5967'EDGE OF THE PAVEMENT OF ROUTE 17, 9.14 M (30.0 FT) NORTHWEST OF THE
 GV5967'CENTERLINE OF ROUTE 678.
 GV5967'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5967'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5967'3.  IT IS LOCATED 8.38 M (27.5 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5967'ROUTE 678 (HARROD ROAD), 10.06 M (33.0 FT) NORTHEAST OF UTILITY POLE
 GV5967'FG-75, 0.61 M (2.0 FT) NORTHEAST OF UTILITY POLE FG-74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5968 ***********************************************************************
 GV5968  DESIGNATION -  059
 GV5968  PID         -  GV5968
 GV5968  STATE/COUNTY-  VA/YORK
 GV5968  USGS QUAD   -  POQUOSON WEST (1983)
 GV5968
 GV5968                         *CURRENT SURVEY CONTROL
 GV5968  ___________________________________________________________________
 GV5968* NAD 83(1993)-  37 11 22.66503(N)    076 29 15.63831(W)     ADJUSTED  
 GV5968* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 GV5968  ___________________________________________________________________
 GV5968  X           -   1,188,666.747 (meters)                     COMP
 GV5968  Y           -  -4,946,466.448 (meters)                     COMP
 GV5968  Z           -   3,834,167.170 (meters)                     COMP
 GV5968  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV5968  ELLIP HEIGHT-         -20.24  (meters)          (06/04/02) GPS OBS
 GV5968  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 GV5968
 GV5968  HORZ ORDER  -  SECOND
 GV5968  ELLP ORDER  -  FOURTH    CLASS II
 GV5968
 GV5968.The horizontal coordinates were established by GPS observations
 GV5968.and adjusted by the National Geodetic Survey in September 1995..
 GV5968
 GV5968.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5968
 GV5968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5968
 GV5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5968
 GV5968.The ellipsoidal height was determined by GPS observations
 GV5968.and is referenced to NAD 83.
 GV5968
 GV5968.The geoid height was determined by GEOID03.
 GV5968
 GV5968;                    North         East     Units Scale Factor Converg.
 GV5968;SPC VA S     - 1,096,931.002 3,678,651.980   MT  0.99995019   +1 13 16.8
 GV5968;SPC VA S     - 3,598,847.80 12,069,044.04   sFT  0.99995019   +1 13 16.8
 GV5968;UTM  18      - 4,116,945.196   367,957.729   MT  0.99981478   -0 53 57.7
 GV5968
 GV5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5968!SPC VA S     -   1.00000318  x   0.99995019  =   0.99995337
 GV5968!UTM  18      -   1.00000318  x   0.99981478  =   0.99981796
 GV5968
 GV5968                          SUPERSEDED SURVEY CONTROL
 GV5968
 GV5968  ELLIP H (09/08/95)  -20.13   (m)                       GP(       ) 4 2
 GV5968  NAD 83(1986)-  37 11 22.67513(N)    076 29 15.66960(W) AD(       ) 2
 GV5968  NGVD 29 (12/05/90)   16.2    (m)           53.     (f) GPS OBS        
 GV5968
 GV5968.Superseded values are not recommended for survey control.
 GV5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5968.See file dsdata.txt to determine how the superseded data were derived.
 GV5968
 GV5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6795816945(NAD 83)
 GV5968_MARKER: DD = SURVEY DISK
 GV5968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5968_SP_SET: CONCRETE POST
 GV5968_STAMPING: STATION NO. 059
 GV5968_MARK LOGO: VA-199
 GV5968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5968+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 GV5968
 GV5968  HISTORY     - Date     Condition        Report By
 GV5968  HISTORY     - 1988     MONUMENTED       BSC
 GV5968  HISTORY     - 20030622 GOOD             GEOCAC
 GV5968
 GV5968                          STATION DESCRIPTION
 GV5968
 GV5968'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5968'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5968'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE SOUTHWEST
 GV5968'CORNER OF THE INTERSECTION OF ROUTES 17 (GEORGE WASHINGTON HIGHWAY)
 GV5968'AND 105 (FORT EUSTIS BOULEVARD), 3.35 M (11.0 FT)  NORTH OF A CONCRETE
 GV5968'VDH MONUMENT, 8.53 M (28.0 FT)  NORTHWEST OF A WOOD POST SUPPORTING A
 GV5968'YIELD SIGN.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5968'STATION
 GV5968'BEARING             DISTANCE
 GV5968'RM 1    S28 40 23E       67.30 M (220.8 FT)
 GV5968'RM 2    N65 44 42E       20.17 M (66.2 FT)
 GV5968'RM 3    S78 56 19W       54.74 M (179.6 FT)
 GV5968'STATION 058    N23 50 04W      801.21 M (2628.6 FT)
 GV5968'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5968'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5968'1. IT IS LOCATED 9.91 M (32.5 FT) WEST OF THE WEST EDGE OF THE
 GV5968'SOUTHBOUND LANES OF ROUTE 17, 5.94 M (19.5 FT) SOUTH OF THE SOUTH END
 GV5968'OF A CONCRETE CULVERT PIPE.
 GV5968'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5968'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5968'2.  IT IS LOCATED IN THE SOUTHERN GRASS MEDIAN AT THE INTERSECTION OF
 GV5968'ROUTES 17 AND 105, 16.46 M (54.0 FT) SOUTH OF A METAL TRAFFIC CONTROL
 GV5968'POLE, 1.22 M (4.0 FT) EAST OF THE EAST EDGE OF THE SOUTHBOUND LANES OF
 GV5968'ROUTE 17.
 GV5968'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5968'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5968'3.  IT IS LOCATED 3.96 M (13.0 FT) EAST OF THE SOUTH POST OF A 2.44 M
 GV5968'(8.0 FT) WIDE ROUTE SIGN, 0.61 M (2.0 FT)  SOUTH OF A CONCRETE VDH
 GV5968'MONUMENT.
 GV5968
 GV5968                          STATION RECOVERY (2003)
 GV5968
 GV5968'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV5968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5969 ***********************************************************************
 GV5969  DESIGNATION -  060
 GV5969  PID         -  GV5969
 GV5969  STATE/COUNTY-  VA/YORK
 GV5969  USGS QUAD   -  YORKTOWN (1994)
 GV5969
 GV5969                         *CURRENT SURVEY CONTROL
 GV5969  ___________________________________________________________________
 GV5969* NAD 83(1993)-  37 11 01.27809(N)    076 30 08.36739(W)     ADJUSTED  
 GV5969* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 GV5969  ___________________________________________________________________
 GV5969  X           -   1,187,495.590 (meters)                     COMP
 GV5969  Y           -  -4,947,159.204 (meters)                     COMP
 GV5969  Z           -   3,833,643.126 (meters)                     COMP
 GV5969  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 GV5969  ELLIP HEIGHT-         -18.23  (meters)          (06/04/02) GPS OBS
 GV5969  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV5969
 GV5969  HORZ ORDER  -  SECOND
 GV5969  ELLP ORDER  -  FOURTH    CLASS II
 GV5969
 GV5969.The horizontal coordinates were established by GPS observations
 GV5969.and adjusted by the National Geodetic Survey in September 1995..
 GV5969
 GV5969.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5969
 GV5969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5969
 GV5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5969
 GV5969.The ellipsoidal height was determined by GPS observations
 GV5969.and is referenced to NAD 83.
 GV5969
 GV5969.The geoid height was determined by GEOID03.
 GV5969
 GV5969;                    North         East     Units Scale Factor Converg.
 GV5969;SPC VA S     - 1,096,244.246 3,677,365.782   MT  0.99995052   +1 12 44.8
 GV5969;SPC VA S     - 3,596,594.66 12,064,824.24   sFT  0.99995052   +1 12 44.8
 GV5969;UTM  18      - 4,116,306.590   366,647.174   MT  0.99981906   -0 54 29.1
 GV5969
 GV5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5969!SPC VA S     -   1.00000286  x   0.99995052  =   0.99995338
 GV5969!UTM  18      -   1.00000286  x   0.99981906  =   0.99982192
 GV5969
 GV5969                          SUPERSEDED SURVEY CONTROL
 GV5969
 GV5969  ELLIP H (09/08/95)  -18.11   (m)                       GP(       ) 4 2
 GV5969  NAD 83(1986)-  37 11 01.28815(N)    076 30 08.39849(W) AD(       ) 2
 GV5969  NGVD 29 (12/05/90)   18.2    (m)           60.     (f) GPS OBS        
 GV5969
 GV5969.Superseded values are not recommended for survey control.
 GV5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5969.See file dsdata.txt to determine how the superseded data were derived.
 GV5969
 GV5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6664716307(NAD 83)
 GV5969_MARKER: DD = SURVEY DISK
 GV5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5969_SP_SET: CONCRETE POST
 GV5969_STAMPING: STATION NO. 060
 GV5969_MARK LOGO: VA-199
 GV5969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5969+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5969
 GV5969  HISTORY     - Date     Condition        Report By
 GV5969  HISTORY     - 1988     MONUMENTED       BSC
 GV5969
 GV5969                          STATION DESCRIPTION
 GV5969
 GV5969'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5969'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5969'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5969'EUSTIS BLVD), PROCEED IN AN SOUTHWESTERLY DIRECTION ALONG ROUTE 105
 GV5969'FOR APPROXIMATELY 1.6 KM (1.00 MI) TO THE STATION ON THE LEFT.
 GV5969'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5969'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 4.57 M (15.0 FT) SOUTH
 GV5969'OF THE SOUTH EDGE OF THE PAVEMENT OF ROUTE 105.  LOCATION OF THE
 GV5969'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5969'BEARING             DISTANCE
 GV5969'RM 1    S59 19 07W       30.24 M (99.2 FT)
 GV5969'RM 2    N26 27 30W       19.77 M (64.9 FT)
 GV5969'RM 3    N55 19 58E      711.23 M (2333.4 FT)
 GV5969'STATION 061    S67 06 59W     1451.87 M (4763.3 FT)
 GV5969'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5969'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5969'1.  IT IS LOCATED 7.92 M (26.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5969'OF ROUTE 105, 1.98 M (6.5 FT) NORTH OF THE EAST END OF A CONCRETE
 GV5969'CULVERT PIPE.
 GV5969'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5969'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5969'2.  IT IS LOCATED 7.62 M (25.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV5969'OF ROUTE 105 OPPOSITE STATION 060.
 GV5969'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5969'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5969'3.  IT IS LOCATED 7.01 M (23.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV5969'OF ROUTE 105, 11.89 M (39.0 FT)  WEST OF THE CENTER LINE OF THE
 GV5969'DIRT/GRAVEL ENTRANCE TO GATE F7 OF THE NEWPORT NEWS WATERWORKS
 GV5969'WATERSHED PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5970 ***********************************************************************
 GV5970  DESIGNATION -  061
 GV5970  PID         -  GV5970
 GV5970  STATE/COUNTY-  VA/YORK
 GV5970  USGS QUAD   -  YORKTOWN (1994)
 GV5970
 GV5970                         *CURRENT SURVEY CONTROL
 GV5970  ___________________________________________________________________
 GV5970* NAD 83(1993)-  37 10 43.88228(N)    076 31 03.06757(W)     ADJUSTED  
 GV5970* NAVD 88     -        16.0    (meters)      52.     (feet)  VERTCON   
 GV5970  ___________________________________________________________________
 GV5970  X           -   1,186,258.819 (meters)                     COMP
 GV5970  Y           -  -4,947,787.714 (meters)                     COMP
 GV5970  Z           -   3,833,214.772 (meters)                     COMP
 GV5970  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 GV5970  ELLIP HEIGHT-         -20.03  (meters)          (06/04/02) GPS OBS
 GV5970  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 GV5970
 GV5970  HORZ ORDER  -  SECOND
 GV5970  ELLP ORDER  -  FOURTH    CLASS II
 GV5970
 GV5970.The horizontal coordinates were established by GPS observations
 GV5970.and adjusted by the National Geodetic Survey in September 1995..
 GV5970
 GV5970.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5970
 GV5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5970
 GV5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5970
 GV5970.The ellipsoidal height was determined by GPS observations
 GV5970.and is referenced to NAD 83.
 GV5970
 GV5970.The geoid height was determined by GEOID03.
 GV5970
 GV5970;                    North         East     Units Scale Factor Converg.
 GV5970;SPC VA S     - 1,095,679.673 3,676,028.183   MT  0.99995079   +1 12 11.6
 GV5970;SPC VA S     - 3,594,742.39 12,060,435.80   sFT  0.99995079   +1 12 11.6
 GV5970;UTM  18      - 4,115,791.961   365,289.776   MT  0.99982354   -0 55 01.9
 GV5970
 GV5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5970!SPC VA S     -   1.00000314  x   0.99995079  =   0.99995393
 GV5970!UTM  18      -   1.00000314  x   0.99982354  =   0.99982668
 GV5970
 GV5970                          SUPERSEDED SURVEY CONTROL
 GV5970
 GV5970  ELLIP H (09/08/95)  -19.91   (m)                       GP(       ) 4 2
 GV5970  NAD 83(1986)-  37 10 43.89227(N)    076 31 03.09853(W) AD(       ) 2
 GV5970  NGVD 29 (12/05/90)   16.3    (m)           53.     (f) GPS OBS        
 GV5970
 GV5970.Superseded values are not recommended for survey control.
 GV5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5970.See file dsdata.txt to determine how the superseded data were derived.
 GV5970
 GV5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6529015792(NAD 83)
 GV5970_MARKER: DD = SURVEY DISK
 GV5970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5970_SP_SET: CONCRETE POST
 GV5970_STAMPING: STATION N0. 061
 GV5970_MARK LOGO: VA-199
 GV5970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5970+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5970
 GV5970  HISTORY     - Date     Condition        Report By
 GV5970  HISTORY     - 1988     MONUMENTED       BSC
 GV5970
 GV5970                          STATION DESCRIPTION
 GV5970
 GV5970'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5970'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5970'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5970'EUSTIS BLVD), PROCEED IN AN SOUTHWESTERLY DIRECTION ALONG ROUTE 105
 GV5970'FOR APPROXIMATELY 2.9 KM (1.80 MI) TO THE STATION ON THE RIGHT
 GV5970'OPPOSITE THE JUNCTION WITH ROUTE 636 (RICHNECK ROAD).
 GV5970'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5970'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 6.10 M (20.0 FT) NORTH
 GV5970'OF THE EDGE OF THE PAVEMENT OF ROUTE 105, 10.67 M (35.0 FT)  WEST OF
 GV5970'THE CENTER LINE OF THE SURFACE TREATED ROAD TO THE NORTH.  LOCATION OF
 GV5970'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5970'BEARING             DISTANCE
 GV5970'RM 1    N63 06 08E       33.34 M (109.4 FT)
 GV5970'RM 2    S19 38 20E       24.25 M (79.6 FT)
 GV5970'STATION 062    S63 32 22E      391.73 M (1285.2 FT)
 GV5970'STATION 060    N67 06 59E     1451.87 M (4763.3 FT)
 GV5970'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5970'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5970'1.  IT IS LOCATED 7.77 M (25.5 FT) NORTH OF THE NORTH EDGE OF ROUTE
 GV5970'105, 5.79 M (19.0 FT) NORTHWEST OF A WOOD SIGN POST (ROUTE 636 SIGN).
 GV5970'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5970'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5970'2.  IT IS LOCATED 0.61 M (2.0 FT) NORTH OF THE RIGHT-OF WAY FENCE OF
 GV5970'ROUTE 105, 10.36 M (34.0 FT) SOUTH OF THE EDGE OF PAVEMENT OF ROUTE
 GV5970'105, 14.33 M (47.0 FT) WEST OF THE EASTERN END POST OF THE
 GV5970'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5971 ***********************************************************************
 GV5971  DESIGNATION -  062
 GV5971  PID         -  GV5971
 GV5971  STATE/COUNTY-  VA/YORK
 GV5971  USGS QUAD   -  YORKTOWN (1994)
 GV5971
 GV5971                         *CURRENT SURVEY CONTROL
 GV5971  ___________________________________________________________________
 GV5971* NAD 83(1993)-  37 10 36.90719(N)    076 31 33.73647(W)     ADJUSTED  
 GV5971* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 GV5971  ___________________________________________________________________
 GV5971  X           -   1,185,553.848 (meters)                     COMP
 GV5971  Y           -  -4,948,092.232 (meters)                     COMP
 GV5971  Z           -   3,833,044.871 (meters)                     COMP
 GV5971  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GV5971  ELLIP HEIGHT-         -17.67  (meters)          (06/04/02) GPS OBS
 GV5971  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 GV5971
 GV5971  HORZ ORDER  -  SECOND
 GV5971  ELLP ORDER  -  FOURTH    CLASS II
 GV5971
 GV5971.The horizontal coordinates were established by GPS observations
 GV5971.and adjusted by the National Geodetic Survey in September 1995..
 GV5971
 GV5971.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5971
 GV5971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5971
 GV5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5971
 GV5971.The ellipsoidal height was determined by GPS observations
 GV5971.and is referenced to NAD 83.
 GV5971
 GV5971.The geoid height was determined by GEOID03.
 GV5971
 GV5971;                    North         East     Units Scale Factor Converg.
 GV5971;SPC VA S     - 1,095,448.851 3,675,276.359   MT  0.99995090   +1 11 53.0
 GV5971;SPC VA S     - 3,593,985.11 12,057,969.19   sFT  0.99995090   +1 11 53.0
 GV5971;UTM  18      - 4,115,589.140   364,530.023   MT  0.99982607   -0 55 20.2
 GV5971
 GV5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5971!SPC VA S     -   1.00000277  x   0.99995090  =   0.99995367
 GV5971!UTM  18      -   1.00000277  x   0.99982607  =   0.99982884
 GV5971
 GV5971                          SUPERSEDED SURVEY CONTROL
 GV5971
 GV5971  ELLIP H (09/08/95)  -17.55   (m)                       GP(       ) 4 2
 GV5971  NAD 83(1986)-  37 10 36.91717(N)    076 31 33.76733(W) AD(       ) 2
 GV5971  NGVD 29 (12/05/90)   18.6    (m)           61.     (f) GPS OBS        
 GV5971
 GV5971.Superseded values are not recommended for survey control.
 GV5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5971.See file dsdata.txt to determine how the superseded data were derived.
 GV5971
 GV5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6453015589(NAD 83)
 GV5971_MARKER: DD = SURVEY DISK
 GV5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5971_SP_SET: CONCRETE POST
 GV5971_STAMPING: STATION NO. 062
 GV5971_MARK LOGO: VA-199
 GV5971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5971+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5971
 GV5971  HISTORY     - Date     Condition        Report By
 GV5971  HISTORY     - 1988     MONUMENTED       BSC
 GV5971
 GV5971                          STATION DESCRIPTION
 GV5971
 GV5971'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5971'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5971'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5971'EUSTIS BLVD), PROCEED IN AN SOUTHWESTERLY DIRECTION ALONG ROUTE 105
 GV5971'FOR APPROXIMATELY 3.7 KM (2.30 MI) TO THE STATION ON THE LEFT.
 GV5971'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5971'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IMMEDIATELY NORTH OF
 GV5971'THE YORK COUNTY AND NEWPORT NEWS CITY BOUNDARY, IN FRONT OF OLIVER C.
 GV5971'GREENWOOD ELEMENTARY SCHOOL, 3.96 M (13.0 FT) SOUTH OF THE EDGE OF THE
 GV5971'PAVEMENT OF ROUTE 105, 7.62 M (25.0 FT) WEST OF THE DO NOT LITTER
 GV5971'SIGN, 4.57 M (15.0 FT) NORTH OF THE 1.83 M (6.0 FT) CHAIN LINK
 GV5971'RIGHT-OF-WAY FENCE.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE
 GV5971'MAIN STATION
 GV5971'BEARING             DISTANCE
 GV5971'RM 1    N83 43 56W       36.44 M (119.6 FT)
 GV5971'RM 2    N01 43 52E       22.17 M (72.7 FT)
 GV5971'RM 3    N82 00 50E      405.06 M (1328.9 FT)
 GV5971'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5971'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5971'1.  IT IS LOCATED 3.20 M (10.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5971'OF ROUTE 105, 6.10 M (20.0 FT) NORTH OF THE 1.83 M (6.0 FT) CHAIN LINK
 GV5971'RIGHT-OF-WAY FENCE, 0.76 M (2.5 FT) SOUTH OF A WOOD SIGN POST (YORK
 GV5971'COUNTY / NEWPORT NEWS).
 GV5971'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5971'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5971'2.  IT IS LOCATED 10.52 M (34.5 FT) NORTH OF THE NORTH EDGE OF THE
 GV5971'PAVEMENT OF ROUTE 105, 20.27 M (66.5 FT) NORTHWEST OF AN INTERSECTION
 GV5971'SIGN, 10.36 M (34.0 FT) NORTHEAST OF A CHILDREN CROSSING SIGN POST.
 GV5971'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5971'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5971'3.  IT IS LOCATED 6.10 M (20.0 FT) SOUTH OF THE SOUTH EDGE OF THE
 GV5971'PAVEMENT OF ROUTE 105, 2.59 M (8.5 FT)  NORTHEAST OF A 0.15 M
 GV5971'(0.5 FT) DIAMETER TRIANGULAR BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5972 ***********************************************************************
 GV5972  DESIGNATION -  063
 GV5972  PID         -  GV5972
 GV5972  STATE/COUNTY-  VA/YORK
 GV5972  USGS QUAD   -  YORKTOWN (1994)
 GV5972
 GV5972                         *CURRENT SURVEY CONTROL
 GV5972  ___________________________________________________________________
 GV5972* NAD 83(1993)-  37 10 12.32568(N)    076 30 59.33702(W)     ADJUSTED  
 GV5972* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 GV5972  ___________________________________________________________________
 GV5972  X           -   1,186,485.572 (meters)                     COMP
 GV5972  Y           -  -4,948,338.740 (meters)                     COMP
 GV5972  Z           -   3,832,440.296 (meters)                     COMP
 GV5972  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GV5972  ELLIP HEIGHT-         -18.92  (meters)          (06/04/02) GPS OBS
 GV5972  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV5972
 GV5972  HORZ ORDER  -  SECOND
 GV5972  ELLP ORDER  -  FOURTH    CLASS II
 GV5972
 GV5972.The horizontal coordinates were established by GPS observations
 GV5972.and adjusted by the National Geodetic Survey in September 1995..
 GV5972
 GV5972.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5972
 GV5972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5972
 GV5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5972
 GV5972.The ellipsoidal height was determined by GPS observations
 GV5972.and is referenced to NAD 83.
 GV5972
 GV5972.The geoid height was determined by GEOID03.
 GV5972
 GV5972;                    North         East     Units Scale Factor Converg.
 GV5972;SPC VA S     - 1,094,709.040 3,676,140.618   MT  0.99995131   +1 12 13.8
 GV5972;SPC VA S     - 3,591,557.91 12,060,804.68   sFT  0.99995131   +1 12 13.8
 GV5972;UTM  18      - 4,114,817.958   365,366.214   MT  0.99982329   -0 54 58.9
 GV5972
 GV5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5972!SPC VA S     -   1.00000297  x   0.99995131  =   0.99995428
 GV5972!UTM  18      -   1.00000297  x   0.99982329  =   0.99982626
 GV5972
 GV5972                          SUPERSEDED SURVEY CONTROL
 GV5972
 GV5972  ELLIP H (09/08/95)  -18.80   (m)                       GP(       ) 4 2
 GV5972  NAD 83(1986)-  37 10 12.33574(N)    076 30 59.36819(W) AD(       ) 2
 GV5972  NGVD 29 (12/05/90)   17.4    (m)           57.     (f) GPS OBS        
 GV5972
 GV5972.Superseded values are not recommended for survey control.
 GV5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5972.See file dsdata.txt to determine how the superseded data were derived.
 GV5972
 GV5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6536614818(NAD 83)
 GV5972_MARKER: DD = SURVEY DISK
 GV5972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5972_SP_SET: CONCRETE POST
 GV5972_STAMPING: STATION NO. 063
 GV5972_MARK LOGO: VA-199
 GV5972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5972+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5972
 GV5972  HISTORY     - Date     Condition        Report By
 GV5972  HISTORY     - 1988     MONUMENTED       BSC
 GV5972
 GV5972                          STATION DESCRIPTION
 GV5972
 GV5972'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5972'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5972'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 105 (FORT
 GV5972'EUSTIS BLVD), PROCEED IN AN SOUTHWESTERLY DIRECTION ALONG ROUTE 105
 GV5972'FOR APPROXIMATELY 2.9 KM (1.80 MI) TO THE JUNCTION WITH ROUTE 636
 GV5972'(RICHNECK ROAD).  TURN LEFT ONTO RICHNECK ROAD AND PROCEED IN A
 GV5972'SOUTHERLY DIRECTION FOR APPROXIMATELY 0.8 KM (0.50 MI) TO THE STATION
 GV5972'ON THE LEFT.
 GV5972'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5972'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 5.18 M (17.0 FT)
 GV5972'SOUTHEAST OF THE CENTER LINE OF THE PAVEMENT OF ROUTE 636, 26.21 M
 GV5972'(86.0 FT) SOUTHEAST OF UTILITY POLE NUMBER OL-33.  LOCATION OF THE
 GV5972'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5972'BEARING             DISTANCE
 GV5972'RM 1    N69 50 08W       16.18 M (53.1 FT)
 GV5972'RM 2    S25 08 58W       24.66 M (80.9 FT)
 GV5972'RM 3    N19 16 24E      279.56 M (917.2 FT)
 GV5972'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5972'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5972'1.  IT IS LOCATED 11.13 M (36.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5972'636, OPPOSITE STATION 063.
 GV5972'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5972'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5972'2.  IT IS LOCATED 5.03 M (16.5 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5972'636, 24.66 M (80.9 FT) SOUTH OF THE STATION 063 MONUMENT DISK.
 GV5972'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5972'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5972'3.  IT IS LOCATED 3.96 M (13.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV5972'ROUTE 636, 22.31 M (73.2 FT)  NORTH OF UTILITY POLE PE-00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5973 ***********************************************************************
 GV5973  DESIGNATION -  064
 GV5973  PID         -  GV5973
 GV5973  STATE/COUNTY-  VA/YORK
 GV5973  USGS QUAD   -  POQUOSON WEST (1983)
 GV5973
 GV5973                         *CURRENT SURVEY CONTROL
 GV5973  ___________________________________________________________________
 GV5973* NAD 83(1993)-  37 12 29.61759(N)    076 28 55.12857(W)     ADJUSTED  
 GV5973* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 GV5973  ___________________________________________________________________
 GV5973  X           -   1,188,866.239 (meters)                     COMP
 GV5973  Y           -  -4,945,132.194 (meters)                     COMP
 GV5973  Z           -   3,835,809.110 (meters)                     COMP
 GV5973  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GV5973  ELLIP HEIGHT-         -23.77  (meters)          (06/04/02) GPS OBS
 GV5973  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV5973
 GV5973  HORZ ORDER  -  SECOND
 GV5973  ELLP ORDER  -  FOURTH    CLASS II
 GV5973
 GV5973.The horizontal coordinates were established by GPS observations
 GV5973.and adjusted by the National Geodetic Survey in September 1995..
 GV5973
 GV5973.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5973
 GV5973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5973
 GV5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5973
 GV5973.The ellipsoidal height was determined by GPS observations
 GV5973.and is referenced to NAD 83.
 GV5973
 GV5973.The geoid height was determined by GEOID03.
 GV5973
 GV5973;                    North         East     Units Scale Factor Converg.
 GV5973;SPC VA S     - 1,099,005.248 3,679,113.575   MT  0.99994924   +1 13 29.2
 GV5973;SPC VA S     - 3,605,653.05 12,070,558.45   sFT  0.99994924   +1 13 29.2
 GV5973;UTM  18      - 4,119,000.659   368,495.698   MT  0.99981303   -0 53 46.7
 GV5973
 GV5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5973!SPC VA S     -   1.00000373  x   0.99994924  =   0.99995297
 GV5973!UTM  18      -   1.00000373  x   0.99981303  =   0.99981676
 GV5973
 GV5973:                Primary Azimuth Mark                     Grid Az
 GV5973:SPC VA S     -  065                                      152 27 48.8
 GV5973:UTM  18      -  065                                      154 35 04.7
 GV5973
 GV5973|---------------------------------------------------------------------|
 GV5973| PID    Reference Object                     Distance      Geod. Az  |
 GV5973|                                                           dddmmss.s |
 GV5973| GV5974 065                                 APPROX. 0.6 KM 1534118.0 |
 GV5973|---------------------------------------------------------------------|
 GV5973
 GV5973                          SUPERSEDED SURVEY CONTROL
 GV5973
 GV5973  ELLIP H (09/08/95)  -23.66   (m)                       GP(       ) 4 2
 GV5973  NAD 83(1986)-  37 12 29.62788(N)    076 28 55.15983(W) AD(       ) 2
 GV5973  NGVD 29 (12/05/90)   12.7    (m)           42.     (f) GPS OBS        
 GV5973
 GV5973.Superseded values are not recommended for survey control.
 GV5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5973.See file dsdata.txt to determine how the superseded data were derived.
 GV5973
 GV5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6849619001(NAD 83)
 GV5973_MARKER: DD = SURVEY DISK
 GV5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5973_SP_SET: CONCRETE POST
 GV5973_STAMPING: STATION NO. 064
 GV5973_MARK LOGO: VA-199
 GV5973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5973+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5973
 GV5973  HISTORY     - Date     Condition        Report By
 GV5973  HISTORY     - 1988     MONUMENTED       BSC
 GV5973
 GV5973                          STATION DESCRIPTION
 GV5973
 GV5973'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5973'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5973'STATION FROM THE INTERSECTION OF ROUTE 634 (YORK HAMPTON ROAD) AND
 GV5973'ROUTE 693 (WORMLEY CREEK DRIVE), PROCEED IN A NORTHEASTERLY DIRECTION
 GV5973'ALONG WORMLEY CREEK DRIVE FOR APPROXIMATELY 1.0 KM (0.60 MI) TO THE
 GV5973'STATION IN THE MEDIAN.
 GV5973'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5973'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.05 M (10.0 FT)
 GV5973'NORTHWEST OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANE OF ROUTE
 GV5973'693, 15.54 M (51.0 FT) NORTH OF UTILITY POLE KO-49.  LOCATION OF THE
 GV5973'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5973'BEARING             DISTANCE
 GV5973'RM 1    N35 21 48E       56.34 M (184.8 FT)
 GV5973'RM 2    N65 07 21W       20.46 M (67.1 FT)
 GV5973'RM 3    S23 24 32W      101.16 M (331.9 FT)
 GV5973'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5973'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5973'1.  IT IS LOCATED 4.87 M (16.0 FT) SOUTHEAST OF THE CENTER LINE OF THE
 GV5973'EASTBOUND LANE OF ROUTE 693, NORTH OF ROUTE 703 (ARTILLERY ROAD), 0.46
 GV5973'M (1.5 FT) NORTHWEST OF VIRGINIA POWER UTILITY POLE KA-61.
 GV5973'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5973'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5973'2.  IT IS LOCATED 3.96 M (13.0 FT) NORTHEAST OF THE CENTER LINE OF THE
 GV5973'WESTBOUND LANE OF ROUTE 693, ON LINE WITH AND 0.76 M (2.5 FT)  SOUTH
 GV5973'OF THE END OF A 0.61 M (2.0 FT) RAIL WOOD FENCE.
 GV5973'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5973'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5973'3.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 GV5973'ROUTES 693 AND 1250 (MARLBANK DRIVE), 10.36 M (34.0 FT) SOUTHEAST OF
 GV5973'THE CENTER LINE OF ROUTE 693, 9.14 M (30.0 FT) SOUTHWEST OF THE CENTER
 GV5973'LINE OF ROUTE 1250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5974 ***********************************************************************
 GV5974  DESIGNATION -  065
 GV5974  PID         -  GV5974
 GV5974  STATE/COUNTY-  VA/YORK
 GV5974  USGS QUAD   -  POQUOSON WEST (1983)
 GV5974
 GV5974                         *CURRENT SURVEY CONTROL
 GV5974  ___________________________________________________________________
 GV5974* NAD 83(1993)-  37 12 13.23258(N)    076 28 44.99967(W)     ADJUSTED  
 GV5974* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 GV5974  ___________________________________________________________________
 GV5974  X           -   1,189,180.524 (meters)                     COMP
 GV5974  Y           -  -4,945,370.940 (meters)                     COMP
 GV5974  Z           -   3,835,406.927 (meters)                     COMP
 GV5974  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 GV5974  ELLIP HEIGHT-         -23.56  (meters)          (06/04/02) GPS OBS
 GV5974  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV5974
 GV5974  HORZ ORDER  -  SECOND
 GV5974  ELLP ORDER  -  FOURTH    CLASS II
 GV5974
 GV5974.The horizontal coordinates were established by GPS observations
 GV5974.and adjusted by the National Geodetic Survey in September 1995..
 GV5974
 GV5974.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5974
 GV5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5974
 GV5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5974
 GV5974.The ellipsoidal height was determined by GPS observations
 GV5974.and is referenced to NAD 83.
 GV5974
 GV5974.The geoid height was determined by GEOID03.
 GV5974
 GV5974;                    North         East     Units Scale Factor Converg.
 GV5974;SPC VA S     - 1,098,505.611 3,679,374.073   MT  0.99994947   +1 13 35.4
 GV5974;SPC VA S     - 3,604,013.83 12,071,413.10   sFT  0.99994947   +1 13 35.4
 GV5974;UTM  18      - 4,118,491.793   368,737.493   MT  0.99981225   -0 53 40.2
 GV5974
 GV5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5974!SPC VA S     -   1.00000370  x   0.99994947  =   0.99995317
 GV5974!UTM  18      -   1.00000370  x   0.99981225  =   0.99981595
 GV5974
 GV5974:                Primary Azimuth Mark                     Grid Az
 GV5974:SPC VA S     -  064                                      332 27 48.7
 GV5974:UTM  18      -  064                                      334 35 04.3
 GV5974
 GV5974|---------------------------------------------------------------------|
 GV5974| PID    Reference Object                     Distance      Geod. Az  |
 GV5974|                                                           dddmmss.s |
 GV5974| GV5973 064                                 APPROX. 0.6 KM 3334124.1 |
 GV5974|---------------------------------------------------------------------|
 GV5974
 GV5974                          SUPERSEDED SURVEY CONTROL
 GV5974
 GV5974  ELLIP H (09/08/95)  -23.44   (m)                       GP(       ) 4 2
 GV5974  NAD 83(1986)-  37 12 13.24281(N)    076 28 45.03090(W) AD(       ) 2
 GV5974  NGVD 29 (12/05/90)   12.9    (m)           42.     (f) GPS OBS        
 GV5974
 GV5974.Superseded values are not recommended for survey control.
 GV5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5974.See file dsdata.txt to determine how the superseded data were derived.
 GV5974
 GV5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6873718492(NAD 83)
 GV5974_MARKER: DD = SURVEY DISK
 GV5974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5974_SP_SET: CONCRETE POST
 GV5974_STAMPING: STATION NO. 065
 GV5974_MARK LOGO: VA-199
 GV5974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5974+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5974
 GV5974  HISTORY     - Date     Condition        Report By
 GV5974  HISTORY     - 1988     MONUMENTED       BSC
 GV5974
 GV5974                          STATION DESCRIPTION
 GV5974
 GV5974'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5974'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5974'STATION FROM THE INTERSECTION OF ROUTE 634 (YORK HAMPTON ROAD) AND
 GV5974'ROUTE 693 (WORMLEY CREEK DRIVE), PROCEED IN A NORTHEASTERLY DIRECTION
 GV5974'ALONG WORMLEY CREEK DRIVE FOR APPROXIMATELY 0.6 KM (0.35 MI) TO THE
 GV5974'JUNCTION WITH OLD LANDING ROAD. TURN RIGHT ONTO OLD LANDING ROAD AND
 GV5974'PROCEED FOR APPROXIMATELY 0.25 KM (0.15 MI) TO THE INTERSECTION WITH
 GV5974'MARLBANK DRIVE.  TURN RIGHT ONTO MARLBANK DRIVE AND CONTINUE FOR
 GV5974'APPROXIMATELY 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 GV5974'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5974'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE INTERSECTION OF
 GV5974'OF ROUTES 1250 (MARLBANK DRIVE) AND 1251 (THREE POINT COURT), ON THE
 GV5974'WEST SIDE OF ROUTE 1250, ON THE CENTER LINE (PROJECTED) OF ROUTE 1251,
 GV5974'5.18 M (17.0 FT) WEST OF THE CENTER LINE OF ROUTE 1250.  LOCATION OF
 GV5974'THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5974'BEARING             DISTANCE
 GV5974'RM 1    S81 02 24E       18.60 M (61.0 FT)
 GV5974'RM 2    N12 11 06E       15.82 M (51.9 FT)
 GV5974'RM 3    N28 59 22W      354.76 M (1163.9 FT)
 GV5974'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5974'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5974'1.  IT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF ROUTE
 GV5974'1250 AND 1251, 8.69 M (28.5 FT) EAST OF THE CENTER LINE OF ROUTE 1250,
 GV5974'10.67 M (35.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 1251.
 GV5974'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5974'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5974'2.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 GV5974'ROUTES 1250 AND 1251, 5.64 M (18.5 FT) EAST OF THE CENTER LINE OF
 GV5974'ROUTE 1250, 12.19 M (40.0 FT) NORTH OF THE CENTER LINE OF ROUTE 1251.
 GV5974'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5974'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5974'3.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 GV5974'ROUTES 1208 (POPLAR POINT ROAD) AND 1250 (MARLBANK DRIVE), 1.68 M
 GV5974'(5.5 FT) WEST OF UTILITY POLE KN-88, 5.18 M (17.0 FT) EAST OF THE
 GV5974'CENTER LINE OF ROUTE 1250, 25.60 M (84.0 FT)  NORTH OF THE CENTER LINE
 GV5974'OF ROUTE 1208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5975 ***********************************************************************
 GV5975  DESIGNATION -  066
 GV5975  PID         -  GV5975
 GV5975  STATE/COUNTY-  VA/YORK
 GV5975  USGS QUAD   -  POQUOSON WEST (1983)
 GV5975
 GV5975                         *CURRENT SURVEY CONTROL
 GV5975  ___________________________________________________________________
 GV5975* NAD 83(1993)-  37 11 42.15074(N)    076 28 54.48570(W)     ADJUSTED  
 GV5975* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 GV5975  ___________________________________________________________________
 GV5975  X           -   1,189,089.447 (meters)                     COMP
 GV5975  Y           -  -4,945,992.808 (meters)                     COMP
 GV5975  Z           -   3,834,646.751 (meters)                     COMP
 GV5975  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 GV5975  ELLIP HEIGHT-         -18.50  (meters)          (06/04/02) GPS OBS
 GV5975  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 GV5975
 GV5975  HORZ ORDER  -  SECOND
 GV5975  ELLP ORDER  -  FOURTH    CLASS II
 GV5975
 GV5975.The horizontal coordinates were established by GPS observations
 GV5975.and adjusted by the National Geodetic Survey in September 1995..
 GV5975
 GV5975.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5975
 GV5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5975
 GV5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5975
 GV5975.The ellipsoidal height was determined by GPS observations
 GV5975.and is referenced to NAD 83.
 GV5975
 GV5975.The geoid height was determined by GEOID03.
 GV5975
 GV5975;                    North         East     Units Scale Factor Converg.
 GV5975;SPC VA S     - 1,097,542.679 3,679,160.701   MT  0.99994991   +1 13 29.6
 GV5975;SPC VA S     - 3,600,854.61 12,070,713.07   sFT  0.99994991   +1 13 29.6
 GV5975;UTM  18      - 4,117,537.547   368,488.665   MT  0.99981305   -0 53 45.3
 GV5975
 GV5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5975!SPC VA S     -   1.00000290  x   0.99994991  =   0.99995281
 GV5975!UTM  18      -   1.00000290  x   0.99981305  =   0.99981595
 GV5975
 GV5975                          SUPERSEDED SURVEY CONTROL
 GV5975
 GV5975  ELLIP H (09/08/95)  -18.39   (m)                       GP(       ) 4 2
 GV5975  NAD 83(1986)-  37 11 42.16084(N)    076 28 54.51702(W) AD(       ) 2
 GV5975  NGVD 29 (12/05/90)   17.9    (m)           59.     (f) GPS OBS        
 GV5975
 GV5975.Superseded values are not recommended for survey control.
 GV5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5975.See file dsdata.txt to determine how the superseded data were derived.
 GV5975
 GV5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6848917538(NAD 83)
 GV5975_MARKER: DD = SURVEY DISK
 GV5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5975_SP_SET: CONCRETE POST
 GV5975_STAMPING: STATION NO. 066
 GV5975_MARK LOGO: VA-199
 GV5975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5975+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5975
 GV5975  HISTORY     - Date     Condition        Report By
 GV5975  HISTORY     - 1988     MONUMENTED       BSC
 GV5975
 GV5975                          STATION DESCRIPTION
 GV5975
 GV5975'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5975'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5975'STATION FROM THE INTERSECTION OF ROUTE 634 (YORK HAMPTON ROAD) AND
 GV5975'ROUTE 693 (WORMLEY CREEK DRIVE), PROCEED IN A SOUTHEASTERLY DIRECTION
 GV5975'ALONG YORK HAMPTON ROAD FOR APPROXIMATELY 0.7 KM (0.45 MI) TO A FORK
 GV5975'IN THE ROAD AND THE STATION STRAIGHT AHEAD.
 GV5975'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5975'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE REAR OF THE
 GV5975'PARKING LOT OPPOSITE GRAFTON BAPTIST CHURCH, AT THE INTERSECTION OF
 GV5975'ROUTES 634 AND 718 (HORNSBYVILLE ROAD), 3.63 M (11.9 FT) SOUTH OF THE
 GV5975'EDGE OF THE PAVEMENT OF THE PARKING LOT, 19.20 M (63.0 FT) EAST OF
 GV5975'UTILITY POLE KF-34.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE
 GV5975'MAIN STATION
 GV5975'BEARING             DISTANCE
 GV5975'RM 1    S48 09 58W       18.95 M (62.2 FT)
 GV5975'RM 2    N28 29 16E       64.15 M (210.5 FT)
 GV5975'RM 3    N44 48 11W      405.87 M (1331.6 FT)
 GV5975'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5975'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5975'1.  IT IS LOCATED AT THE REAR OF THE PARKING LOT OPPOSITE GRAFTON
 GV5975'BAPTIST CHURCH, AT THE INTERSECTION OF ROUTES 634AND 718, 3.96 M
 GV5975'(13.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF A 1.22 M (4.0 FT) CHAIN
 GV5975'LINK FENCE, 0.91 NORTH OF UTILITY POLE KF-34.
 GV5975'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5975'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5975'2.  IT IS LOCATED ADJACENT TO THE YORK COUNTY UTILITY PUMP STATION
 GV5975'BUILDING ON THE NORTH SIDE OF ROUTE 718, 0.46 M (1.5 FT) WEST OF THE
 GV5975'SOUTHWEST CORNER OF A 2.13 M (7.0 FT)  CHAIN LINK FENCE, ON THE LINE
 GV5975'OF THE FENCE PROJECTED, 10.52 M (34.5 FT) NORTH OF THE CENTER LINE OF
 GV5975'ROUTE 718.
 GV5975'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5975'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5975'3.  IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 GV5975'ROUTES 634 AND 718 (BATTLE ROAD), 0.52 M (1.7 FT) NORTH OF THE STREET
 GV5975'SIGN, 9.75 M (32.0 FT) WEST OF THE CENTER LINE OF ROUTE 634, 10.67 M
 GV5975'(35.0 FT) NORTH OF THE CENTER LINE OF ROUTE 718.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5976 ***********************************************************************
 GV5976  DESIGNATION -  067
 GV5976  PID         -  GV5976
 GV5976  STATE/COUNTY-  VA/YORK
 GV5976  USGS QUAD   -  POQUOSON WEST (1983)
 GV5976
 GV5976                         *CURRENT SURVEY CONTROL
 GV5976  ___________________________________________________________________
 GV5976* NAD 83(1993)-  37 10 53.55989(N)    076 28 56.13814(W)     ADJUSTED  
 GV5976* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 GV5976  ___________________________________________________________________
 GV5976  X           -   1,189,260.900 (meters)                     COMP
 GV5976  Y           -  -4,946,880.334 (meters)                     COMP
 GV5976  Z           -   3,833,451.571 (meters)                     COMP
 GV5976  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 GV5976  ELLIP HEIGHT-         -21.52  (meters)          (06/04/02) GPS OBS
 GV5976  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 GV5976
 GV5976  HORZ ORDER  -  SECOND
 GV5976  ELLP ORDER  -  FOURTH    CLASS II
 GV5976
 GV5976.The horizontal coordinates were established by GPS observations
 GV5976.and adjusted by the National Geodetic Survey in September 1995..
 GV5976
 GV5976.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5976
 GV5976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5976
 GV5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5976
 GV5976.The ellipsoidal height was determined by GPS observations
 GV5976.and is referenced to NAD 83.
 GV5976
 GV5976.The geoid height was determined by GEOID03.
 GV5976
 GV5976;                    North         East     Units Scale Factor Converg.
 GV5976;SPC VA S     - 1,096,044.260 3,679,151.973   MT  0.99995064   +1 13 28.6
 GV5976;SPC VA S     - 3,595,938.54 12,070,684.43   sFT  0.99995064   +1 13 28.6
 GV5976;UTM  18      - 4,116,040.684   368,424.503   MT  0.99981326   -0 53 45.3
 GV5976
 GV5976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5976!SPC VA S     -   1.00000338  x   0.99995064  =   0.99995402
 GV5976!UTM  18      -   1.00000338  x   0.99981326  =   0.99981664
 GV5976
 GV5976                          SUPERSEDED SURVEY CONTROL
 GV5976
 GV5976  ELLIP H (09/08/95)  -21.41   (m)                       GP(       ) 4 2
 GV5976  NAD 83(1986)-  37 10 53.56997(N)    076 28 56.16958(W) AD(       ) 2
 GV5976  NGVD 29 (12/05/90)   14.9    (m)           49.     (f) GPS OBS        
 GV5976
 GV5976.Superseded values are not recommended for survey control.
 GV5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5976.See file dsdata.txt to determine how the superseded data were derived.
 GV5976
 GV5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6842516041(NAD 83)
 GV5976_MARKER: DD = SURVEY DISK
 GV5976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5976_SP_SET: CONCRETE POST
 GV5976_STAMPING: STATION NO. 067
 GV5976_MARK LOGO: VA-199
 GV5976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5976+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5976
 GV5976  HISTORY     - Date     Condition        Report By
 GV5976  HISTORY     - 1988     MONUMENTED       BSC
 GV5976
 GV5976                          STATION DESCRIPTION
 GV5976
 GV5976'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5976'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5976'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV5976'HIGHWAY) AND ROUTE 105 (FORT EUSTIS BOULEVARD) PROCEED IN A
 GV5976'SOUTHEASTERLY DIRECTION ALONG ROUTE 17 FOR APPROXIMATELY 1.0 KM
 GV5976'(0.60 MI) TO THE STATION ON THE LEFT.
 GV5976'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5976'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 4.08 M (13.4 FT) EAST
 GV5976'OF THE EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17, 12.19
 GV5976'M (40.0 FT) SOUTH OF UTILITY POLE KK-09, 6.86 M (22.5 FT) NORTH OF A
 GV5976'YARD DRAIN.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5976'STATION
 GV5976'BEARING             DISTANCE
 GV5976'RM 1    N29 10 18W      446.209M (1463.9 FT)
 GV5976'RM 2    S43 30 25W       34.47 M (113.1 FT)
 GV5976'RM 3    S37 44 05E       85.02 M (278.9 FT)
 GV5976'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5976'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5976'1.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE NORTHBOUND AND
 GV5976'SOUTHBOUND LANES OF ROUTE 17, 45.7 M (149.9 FT) SOUTH OF THE RAILROAD
 GV5976'TRACKS CROSSING ROUTE 17,  1.98 M (6.5 FT) NORTH OF THE NORTH EDGE OF
 GV5976'THE CROSSOVER PAVEMENT, 1.98 M (6.5 FT) WEST OF THE WEST EDGE OF THE
 GV5976'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17.
 GV5976'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5976'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5976'2.  IT IS LOCATED 6.10 M (20.0 FT) WEST OF THE WEST WDGE OF THE
 GV5976'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17, 2.44 M (8.0 FT)
 GV5976'SOUTHWEST OF UTILITY POLE 589-53.
 GV5976'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5976'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5976'3.  IT IS LOCATED 7.92 M (26.0 FT) EAST OF THE EAST EDGE OF THE
 GV5976'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17, 0.76 M (2.5 FT) WEST OF
 GV5976'THE CURB ON THE WEST SIDE OF THE SHOPPING CENTER PARKING LOT, 1.37 M
 GV5976'(4.5 FT)  NORTH OF THE CURB ON THE NORTH SIDE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5977 ***********************************************************************
 GV5977  DESIGNATION -  068
 GV5977  PID         -  GV5977
 GV5977  STATE/COUNTY-  VA/YORK
 GV5977  USGS QUAD   -  POQUOSON WEST (1983)
 GV5977
 GV5977                         *CURRENT SURVEY CONTROL
 GV5977  ___________________________________________________________________
 GV5977* NAD 83(1993)-  37 10 23.28619(N)    076 28 30.09657(W)     ADJUSTED  
 GV5977* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 GV5977  ___________________________________________________________________
 GV5977  X           -   1,190,017.369 (meters)                     COMP
 GV5977  Y           -  -4,947,278.579 (meters)                     COMP
 GV5977  Z           -   3,832,708.050 (meters)                     COMP
 GV5977  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV5977  ELLIP HEIGHT-         -21.38  (meters)          (06/04/02) GPS OBS
 GV5977  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 GV5977
 GV5977  HORZ ORDER  -  SECOND
 GV5977  ELLP ORDER  -  FOURTH    CLASS II
 GV5977
 GV5977.The horizontal coordinates were established by GPS observations
 GV5977.and adjusted by the National Geodetic Survey in September 1995..
 GV5977
 GV5977.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5977
 GV5977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5977
 GV5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5977
 GV5977.The ellipsoidal height was determined by GPS observations
 GV5977.and is referenced to NAD 83.
 GV5977
 GV5977.The geoid height was determined by GEOID03.
 GV5977
 GV5977;                    North         East     Units Scale Factor Converg.
 GV5977;SPC VA S     - 1,095,124.994 3,679,814.166   MT  0.99995112   +1 13 44.4
 GV5977;SPC VA S     - 3,592,922.58 12,072,856.98   sFT  0.99995112   +1 13 44.4
 GV5977;UTM  18      - 4,115,097.676   369,052.142   MT  0.99981123   -0 53 29.0
 GV5977
 GV5977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5977!SPC VA S     -   1.00000336  x   0.99995112  =   0.99995447
 GV5977!UTM  18      -   1.00000336  x   0.99981123  =   0.99981458
 GV5977
 GV5977                          SUPERSEDED SURVEY CONTROL
 GV5977
 GV5977  ELLIP H (09/08/95)  -21.27   (m)                       GP(       ) 4 2
 GV5977  NAD 83(1986)-  37 10 23.29625(N)    076 28 30.12816(W) AD(       ) 2
 GV5977  NGVD 29 (12/05/90)   15.0    (m)           49.     (f) GPS OBS        
 GV5977
 GV5977.Superseded values are not recommended for survey control.
 GV5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5977.See file dsdata.txt to determine how the superseded data were derived.
 GV5977
 GV5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6905215098(NAD 83)
 GV5977_MARKER: DD = SURVEY DISK
 GV5977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5977_SP_SET: CONCRETE POST
 GV5977_STAMPING: STATION NO. 068
 GV5977_MARK LOGO: VA-199
 GV5977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5977+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GV5977
 GV5977  HISTORY     - Date     Condition        Report By
 GV5977  HISTORY     - 1988     MONUMENTED       BSC
 GV5977  HISTORY     - 19890117 GOOD
 GV5977
 GV5977                          STATION DESCRIPTION
 GV5977
 GV5977'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5977'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5977'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE SOUTHERN END OF
 GV5977'THE NORTH GRASS MEDIAN STRIP OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY)
 GV5977'AT THE INTERSECTION WITH ROUTE 173 (DENBIGH BOULEVARD), 2.74 M
 GV5977'(9.0 FT)  WEST OF THE EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES OF
 GV5977'ROUTE 17, 4.66 M (15.3 FT) NORTH OF THE TRAFFIC LIGHT POLE.  LOCATION
 GV5977'OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5977'BEARING             DISTANCE
 GV5977'RM 1    N63 38 49W       42.659M (1463.9 FT)
 GV5977'RM 2    S30 37 39W       84.56 M (277.4 FT)
 GV5977'RM 3    S46 18 26W      625.72 M (2052.9 FT)
 GV5977'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5977'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5977'1.  IT IS LOCATED 1.53 M (5.0 FT)  WEST OF THE NORTH END OF A STEEL
 GV5977'GUARD RAIL ON THE WEST SIDE OF ROUTE 17, 1.52 M (5.0 FT) NORTH OF THE
 GV5977'NORTH CURB OF THE CENTRAL FIDELITY BANK PARKING LOT.
 GV5977'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5977'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5977'2.  IT IS LOCATED 4.57 M (15.0 FT) SOUTH OF THE EASTBOUND LANES OF
 GV5977'ROUTE 173, 1.52 M (5.0 FT) NORTHEAST OF THE WEST END OF A 0.38 M
 GV5977'(1.2 FT) CONCRETE CULVERT PIPE.
 GV5977'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5977'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5977'3.  IT IS LOCATED 5.33 M (17.5 FT) SOUTH OF THE SOUTH EDGE OF THE
 GV5977'PAVEMENT OF ROUTE 173, 27.43 M (90.0 FT) WEST OF THE EAST EDGE OF A
 GV5977'CULTIVATED FIELD ON THE SOUTH SIDE OF ROUTE 173.
 GV5977
 GV5977                          STATION RECOVERY (1989)
 GV5977
 GV5977'RECOVERED 1989
 GV5977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5978 ***********************************************************************
 GV5978  DESIGNATION -  069
 GV5978  PID         -  GV5978
 GV5978  STATE/COUNTY-  VA/YORK
 GV5978  USGS QUAD   -  POQUOSON WEST (1983)
 GV5978
 GV5978                         *CURRENT SURVEY CONTROL
 GV5978  ___________________________________________________________________
 GV5978* NAD 83(1993)-  37 11 05.13824(N)    076 27 46.98353(W)     ADJUSTED  
 GV5978* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 GV5978  ___________________________________________________________________
 GV5978  X           -   1,190,867.543 (meters)                     COMP
 GV5978  Y           -  -4,946,266.035 (meters)                     COMP
 GV5978  Z           -   3,833,731.600 (meters)                     COMP
 GV5978  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GV5978  ELLIP HEIGHT-         -28.71  (meters)          (06/04/02) GPS OBS
 GV5978  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV5978
 GV5978  HORZ ORDER  -  SECOND
 GV5978  ELLP ORDER  -  FOURTH    CLASS II
 GV5978
 GV5978.The horizontal coordinates were established by GPS observations
 GV5978.and adjusted by the National Geodetic Survey in September 1995..
 GV5978
 GV5978.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5978
 GV5978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5978
 GV5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5978
 GV5978.The ellipsoidal height was determined by GPS observations
 GV5978.and is referenced to NAD 83.
 GV5978
 GV5978.The geoid height was determined by GEOID03.
 GV5978
 GV5978;                    North         East     Units Scale Factor Converg.
 GV5978;SPC VA S     - 1,096,437.726 3,680,849.601   MT  0.99995046   +1 14 10.6
 GV5978;SPC VA S     - 3,597,229.44 12,076,254.07   sFT  0.99995046   +1 14 10.6
 GV5978;UTM  18      - 4,116,371.017   370,135.288   MT  0.99980775   -0 53 03.7
 GV5978
 GV5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5978!SPC VA S     -   1.00000451  x   0.99995046  =   0.99995497
 GV5978!UTM  18      -   1.00000451  x   0.99980775  =   0.99981225
 GV5978
 GV5978                          SUPERSEDED SURVEY CONTROL
 GV5978
 GV5978  ELLIP H (09/08/95)  -28.61   (m)                       GP(       ) 4 2
 GV5978  NAD 83(1986)-  37 11 05.14831(N)    076 27 47.01495(W) AD(       ) 2
 GV5978  NGVD 29 (12/05/90)    7.8    (m)           26.     (f) GPS OBS        
 GV5978
 GV5978.Superseded values are not recommended for survey control.
 GV5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5978.See file dsdata.txt to determine how the superseded data were derived.
 GV5978
 GV5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7013516371(NAD 83)
 GV5978_MARKER: DD = SURVEY DISK
 GV5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5978_SP_SET: CONCRETE POST
 GV5978_STAMPING: STATION NO. 069
 GV5978_MARK LOGO: VA-199
 GV5978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5978+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5978
 GV5978  HISTORY     - Date     Condition        Report By
 GV5978  HISTORY     - 1988     MONUMENTED       BSC
 GV5978
 GV5978                          STATION DESCRIPTION
 GV5978
 GV5978'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5978'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5978'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN THE GRASS MEDIAN
 GV5978'ADJACENT TO THE SOUTHWEST CORNER OF THE INTERSECTION OF ROUTES 173
 GV5978'(GOODWIN NECK ROAD) AND 630 (WOLFTRAP ROAD), 1.52 M (5.0 FT)  NORTH OF
 GV5978'THE STREET SIGN, 2.13 M (7.0 FT) NORTH OF THE RIGHT TURN CURB, 3.05 M
 GV5978'(10.0 FT) SOUTHWEST OF THE ROUTE 630 CURB, 1.52 M (5.0 FT) SOUTHEAST
 GV5978'OF THE ROUTE 173 CURB.  LOCATION OF THE REFERENCE MARKS RELATIVE TO
 GV5978'THE MAIN STATION
 GV5978'BEARING             DISTANCE
 GV5978'RM 1    N32 10 03E      171.219M (1463.9 FT)
 GV5978'RM 2    N29 32 42W       26.95 M (88.4 FT)
 GV5978'RM 3    S37 41 56W      824.32 M (2704.5 FT)
 GV5978'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5978'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5978'1.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 GV5978'ROUTES 622 (SEAFORD ROAD) AND 173, 6.25 M (20.5 FT) SOUTHEAST OF
 GV5978'UTILITY POLE PN-37, 15.54 M (51.0 FT)  SOUTHWEST OF A FIRE HYDRANT.
 GV5978'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5978'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5978'2.  IT IS LOCATED 10.67 M (35.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5978'ROUTE 630, 2.44 M (8.0 FT) NORTH OF A STEEL TRAFFIC CONTROL POLE.
 GV5978'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5978'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5978'3.  IT IS LOCATED 1.68 M (5.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV5978'ROUTE 173, 28.19 M (92.5 FT) NORTHEAST OF THE CENTER LINE (PROJECTED)
 GV5978'OF ROUTE 1223 (LOTZ DRIVE), 5.32 M (17.5 FT) NORTHWEST OF THE CENTER
 GV5978'LINE OF ROUTE 173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5979 ***********************************************************************
 GV5979  DESIGNATION -  070
 GV5979  PID         -  GV5979
 GV5979  STATE/COUNTY-  VA/YORK
 GV5979  USGS QUAD   -  POQUOSON WEST (1983)
 GV5979
 GV5979                         *CURRENT SURVEY CONTROL
 GV5979  ___________________________________________________________________
 GV5979* NAD 83(1993)-  37 11 48.32261(N)    076 28 06.75442(W)     ADJUSTED  
 GV5979* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 GV5979  ___________________________________________________________________
 GV5979  X           -   1,190,205.160 (meters)                     COMP
 GV5979  Y           -  -4,945,597.858 (meters)                     COMP
 GV5979  Z           -   3,834,792.206 (meters)                     COMP
 GV5979  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 GV5979  ELLIP HEIGHT-         -28.60  (meters)          (06/04/02) GPS OBS
 GV5979  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 GV5979
 GV5979  HORZ ORDER  -  SECOND
 GV5979  ELLP ORDER  -  FOURTH    CLASS II
 GV5979
 GV5979.The horizontal coordinates were established by GPS observations
 GV5979.and adjusted by the National Geodetic Survey in September 1995..
 GV5979
 GV5979.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5979
 GV5979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5979
 GV5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5979
 GV5979.The ellipsoidal height was determined by GPS observations
 GV5979.and is referenced to NAD 83.
 GV5979
 GV5979.The geoid height was determined by GEOID03.
 GV5979
 GV5979;                    North         East     Units Scale Factor Converg.
 GV5979;SPC VA S     - 1,097,758.137 3,680,333.435   MT  0.99994982   +1 13 58.6
 GV5979;SPC VA S     - 3,601,561.49 12,074,560.61   sFT  0.99994982   +1 13 58.6
 GV5979;UTM  18      - 4,117,709.435   369,668.404   MT  0.99980925   -0 53 16.6
 GV5979
 GV5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5979!SPC VA S     -   1.00000449  x   0.99994982  =   0.99995431
 GV5979!UTM  18      -   1.00000449  x   0.99980925  =   0.99981374
 GV5979
 GV5979                          SUPERSEDED SURVEY CONTROL
 GV5979
 GV5979  ELLIP H (09/08/95)  -28.50   (m)                       GP(       ) 4 2
 GV5979  NAD 83(1986)-  37 11 48.33273(N)    076 28 06.78579(W) AD(       ) 2
 GV5979  NGVD 29 (12/05/90)    7.8    (m)           26.     (f) GPS OBS        
 GV5979
 GV5979.Superseded values are not recommended for survey control.
 GV5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5979.See file dsdata.txt to determine how the superseded data were derived.
 GV5979
 GV5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6966817709(NAD 83)
 GV5979_MARKER: DD = SURVEY DISK
 GV5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5979_SP_SET: CONCRETE POST
 GV5979_STAMPING: STATION NO. 070
 GV5979_MARK LOGO: VA-199
 GV5979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5979+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 GV5979
 GV5979  HISTORY     - Date     Condition        Report By
 GV5979  HISTORY     - 1988     MONUMENTED       BSC
 GV5979  HISTORY     - 20030909 GOOD             USPSQD
 GV5979
 GV5979                          STATION DESCRIPTION
 GV5979
 GV5979'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5979'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5979'STATION FROM THE JUNCTION OF ROUTE 634 (YORK HAMPTON ROAD) AND ROUTE
 GV5979'693 (WORMLEY CREEK DRIVE), PROCEED IN A SOUTHEASTERLY DIRECTION ALONG
 GV5979'YORK HAMPTON ROAD FOR APPROXIMATELY 0.6 KM (0.35 MI) TO A FORK IN THE
 GV5979'ROAD.  TAKE THE LEFT HAND BRANCH (HORNSBYVILLE ROAD) AND CONTINUE IN A
 GV5979'SOUTHEASTERLY THEN NORTHEASTERLY DIRECTION FOR APPROXIMATELY 1.6 KM
 GV5979'(1.00 MI) TO THE STATION ON THE LEFT.
 GV5979'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5979'(0.1 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE INTERSECTION OF
 GV5979'ROUTES 630 (WOLFTRAP ROAD) AND 718 (HORNSBYVILLE ROAD), 4.11 M
 GV5979'(13.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF ROUTE 718, 2.50 M
 GV5979'(8.2 FT) WEST OF THE CENTER OF A BELL SYSTEM MANHOLE.  LOCATION OF THE
 GV5979'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5979'BEARING             DISTANCE
 GV5979'RM 1    S29 03 34E       18.56 M (60.9 FT)
 GV5979'RM 2    S84 01 58E       18.62 M (61.1 FT)
 GV5979'RM 3    N47 25 15E      339.34 M (1113.3 FT)
 GV5979'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5979'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5979'1.  IT IS LOCATED 9.45 M (31.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5979'ROUTE 718, 9.45 M (31.0 FT) SOUTHWEST OF THE CENTER LINE OF ROUTE 630,
 GV5979'0.15 M (0.5 FT) SOUTHEAST OF YORK COUNTY BM 59, 1.07 M (3.5 FT)
 GV5979'SOUTHEAST OF A FIRE HYDRANT.
 GV5979'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5979'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5979'2.  IT IS LOCATED 7.32 M (24.0 FT) NORTHEAST OF THE CENTER LINE OF
 GV5979'ROUTE 630, 9.00 M (29.5 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE 718.
 GV5979'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5979'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5979'3.  IT IS LOCATED 5.33 M (17.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5979'ROUTE 718, 7.16 M (23.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 GV5979'CHAIN LINK FENCE, 0.76 M (2.5 FT)  WEST OF UTILITY POLE 630-58.
 GV5979
 GV5979                          STATION RECOVERY (2003)
 GV5979
 GV5979'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5980 ***********************************************************************
 GV5980  DESIGNATION -  071
 GV5980  PID         -  GV5980
 GV5980  STATE/COUNTY-  VA/YORK
 GV5980  USGS QUAD   -  POQUOSON WEST (1983)
 GV5980
 GV5980                         *CURRENT SURVEY CONTROL
 GV5980  ___________________________________________________________________
 GV5980* NAD 83(1993)-  37 12 16.22866(N)    076 27 42.11858(W)     ADJUSTED  
 GV5980* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 GV5980  ___________________________________________________________________
 GV5980  X           -   1,190,673.525 (meters)                     COMP
 GV5980  Y           -  -4,944,947.667 (meters)                     COMP
 GV5980  Z           -   3,835,475.638 (meters)                     COMP
 GV5980  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GV5980  ELLIP HEIGHT-         -31.59  (meters)          (06/04/02) GPS OBS
 GV5980  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 GV5980
 GV5980  HORZ ORDER  -  SECOND
 GV5980  ELLP ORDER  -  FOURTH    CLASS II
 GV5980
 GV5980.The horizontal coordinates were established by GPS observations
 GV5980.and adjusted by the National Geodetic Survey in September 1995..
 GV5980
 GV5980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5980
 GV5980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5980
 GV5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5980
 GV5980.The ellipsoidal height was determined by GPS observations
 GV5980.and is referenced to NAD 83.
 GV5980
 GV5980.The geoid height was determined by GEOID03.
 GV5980
 GV5980;                    North         East     Units Scale Factor Converg.
 GV5980;SPC VA S     - 1,098,631.280 3,680,922.250   MT  0.99994943   +1 14 13.5
 GV5980;SPC VA S     - 3,604,426.12 12,076,492.42   sFT  0.99994943   +1 14 13.5
 GV5980;UTM  18      - 4,118,560.068   370,289.043   MT  0.99980726   -0 53 02.2
 GV5980
 GV5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5980!SPC VA S     -   1.00000496  x   0.99994943  =   0.99995439
 GV5980!UTM  18      -   1.00000496  x   0.99980726  =   0.99981222
 GV5980
 GV5980                          SUPERSEDED SURVEY CONTROL
 GV5980
 GV5980  ELLIP H (09/08/95)  -31.48   (m)                       GP(       ) 4 2
 GV5980  NAD 83(1986)-  37 12 16.23882(N)    076 27 42.14998(W) AD(       ) 2
 GV5980  NGVD 29 (12/05/90)    4.8    (m)           16.     (f) GPS OBS        
 GV5980
 GV5980.Superseded values are not recommended for survey control.
 GV5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5980.See file dsdata.txt to determine how the superseded data were derived.
 GV5980
 GV5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7028918560(NAD 83)
 GV5980_MARKER: DD = SURVEY DISK
 GV5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5980_SP_SET: CONCRETE POST
 GV5980_STAMPING: STATION NO. 071
 GV5980_MARK LOGO: VA-199
 GV5980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5980+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5980
 GV5980  HISTORY     - Date     Condition        Report By
 GV5980  HISTORY     - 1988     MONUMENTED       BSC
 GV5980
 GV5980                          STATION DESCRIPTION
 GV5980
 GV5980'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5980'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5980'STATION FROM THE JUNCTION OF ROUTES 718 (HORNSBYVILLE ROAD) AND 630
 GV5980'(WOLFTRAP ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG
 GV5980'HORNSBYVILLE ROAD FOR APPROXIMATELY 0.5 KM (0.30 MI) TO A FORK IN THE
 GV5980'ROAD.  BEAR LEFT ONTO WATERVIEW ROAD (ROUTE 631) AND CONTINUE FOR
 GV5980'APPROXIMATELY 0.5 KM (0.30 MI) T0 THE STATION ON THE RIGHT.
 GV5980'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5980'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED ON ROUTE 631 NEAR THE
 GV5980'VISITOR ENTRANCE TO THE VIRGINIA POWER PLANT, 9.91 M (32.5 FT) EAST OF
 GV5980'THE CENTER LINE OF ROUTE 631, 5.64 M (18.5 FT) WEST OF THE CENTER LINE
 GV5980'OF A RAILROAD TRACK, ON LINE WITH 8 UTILITY POLES ON THE WEST SIDE OF
 GV5980'ROUTE 631.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5980'STATION
 GV5980'BEARING             DISTANCE
 GV5980'RM 1    S71 24 43W       17.64 M (57.9 FT)
 GV5980'RM 2    N29 36 32W       39.00 M (128.0 FT)
 GV5980'RM 3    N17 22 57W     1244.22 M (4082.1 FT)
 GV5980'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5980'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5980'1.  IT IS LOCATED 6.55 M (21.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5980'631, 0.76 M (2.5 FT) SOUTH OF UTILITY POLE VL-98.
 GV5980'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5980'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5980'2.  IT IS LOCATED 10.36 M (34.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5980'631, 0.91 M (3.0 FT) EAST OF THE CENTER LINE OF THE 1.83 M (6.0 FT)
 GV5980'CHAIN LINK FENCE, 1.07 M (3.5 FT) NORTHEAST OF THE NORTH FENCE GATE
 GV5980'POST.
 GV5980'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5980'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5980'3.  IT IS LOCATED 8.23 M (27.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV5980'ROUTE 631, 3.05 M (10.0 FT) SOUTHEAST OF A BRICK COLUMN ON THE EAST
 GV5980'SIDE OF A GRAVEL DRIVE TO THE RESIDENCE NUMBER 1303 WATERVIEW ROAD,
 GV5980'0.91 SOUTH OF UTILITY POLE UF-03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5981 ***********************************************************************
 GV5981  DESIGNATION -  072
 GV5981  PID         -  GV5981
 GV5981  STATE/COUNTY-  VA/YORK
 GV5981  USGS QUAD   -  POQUOSON WEST (1983)
 GV5981
 GV5981                         *CURRENT SURVEY CONTROL
 GV5981  ___________________________________________________________________
 GV5981* NAD 83(1993)-  37 13 02.23413(N)    076 27 26.71625(W)     ADJUSTED  
 GV5981* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 GV5981  ___________________________________________________________________
 GV5981  X           -   1,190,841.510 (meters)                     COMP
 GV5981  Y           -  -4,944,023.155 (meters)                     COMP
 GV5981  Z           -   3,836,603.800 (meters)                     COMP
 GV5981  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5981  ELLIP HEIGHT-         -33.84  (meters)          (06/04/02) GPS OBS
 GV5981  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV5981
 GV5981  HORZ ORDER  -  SECOND
 GV5981  ELLP ORDER  -  FOURTH    CLASS II
 GV5981
 GV5981.The horizontal coordinates were established by GPS observations
 GV5981.and adjusted by the National Geodetic Survey in September 1995..
 GV5981
 GV5981.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5981
 GV5981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5981
 GV5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5981
 GV5981.The ellipsoidal height was determined by GPS observations
 GV5981.and is referenced to NAD 83.
 GV5981
 GV5981.The geoid height was determined by GEOID03.
 GV5981
 GV5981;                    North         East     Units Scale Factor Converg.
 GV5981;SPC VA S     - 1,100,057.351 3,681,271.267   MT  0.99994882   +1 14 22.9
 GV5981;SPC VA S     - 3,609,104.83 12,077,637.48   sFT  0.99994882   +1 14 22.9
 GV5981;UTM  18      - 4,119,972.042   370,690.547   MT  0.99980598   -0 52 53.9
 GV5981
 GV5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5981!SPC VA S     -   1.00000531  x   0.99994882  =   0.99995413
 GV5981!UTM  18      -   1.00000531  x   0.99980598  =   0.99981129
 GV5981
 GV5981                          SUPERSEDED SURVEY CONTROL
 GV5981
 GV5981  ELLIP H (09/08/95)  -33.73   (m)                       GP(       ) 4 2
 GV5981  NAD 83(1986)-  37 13 02.24432(N)    076 27 26.74760(W) AD(       ) 2
 GV5981  NGVD 29 (12/05/90)    2.6    (m)            9.     (f) GPS OBS        
 GV5981
 GV5981.Superseded values are not recommended for survey control.
 GV5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5981.See file dsdata.txt to determine how the superseded data were derived.
 GV5981
 GV5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7069119972(NAD 83)
 GV5981_MARKER: DD = SURVEY DISK
 GV5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5981_SP_SET: CONCRETE POST
 GV5981_STAMPING: STATION NO. 072
 GV5981_MARK LOGO: VA-199
 GV5981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5981+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5981
 GV5981  HISTORY     - Date     Condition        Report By
 GV5981  HISTORY     - 1988     MONUMENTED       BSC
 GV5981
 GV5981                          STATION DESCRIPTION
 GV5981
 GV5981'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5981'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5981'STATION FROM THE JUNCTION OF ROUTES 718 (HORNSBYVILLE ROAD) AND 630
 GV5981'(WOLFTRAP ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG
 GV5981'HORNSBYVILLE ROAD FOR APPROXIMATELY 0.5 KM (0.30 MI) TO A FORK IN THE
 GV5981'ROAD.  BEAR LEFT ONTO WATERVIEW ROAD (ROUTE 631) AND CONTINUE FOR
 GV5981'APPROXIMATELY 2.1 KM (1.30 MI) T0 THE STATION ON THE LEFT.
 GV5981'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5981'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 3.35 M (11.0 FT) SOUTH
 GV5981'OF THE EDGE OF THE CONCRETE BASKETBALL COURT,  15.97 M (52.4 FT) WEST
 GV5981'OF UTILITY POLE AG-01.  LOCATION OF THE REFERENCE MARKS RELATIVE TO
 GV5981'THE MAIN STATION
 GV5981'BEARING             DISTANCE
 GV5981'RM 1    N80 27 49E       16.33 M (53.6 FT)
 GV5981'RM 2    S27 02 00E       13.35 M (43.8 FT)
 GV5981'RM 3    S51 15 18W       35.91 M (117.8 FT)
 GV5981'X-CUT CONCRETE
 GV5981'ON BRIDGE         S70 53 50W      441.49 M (1448.5 FT)
 GV5981'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5981'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5981'1.  IT IS LOCATED 5.18 M (17.0 FT) NORTHEAST OF CENTER LINE OF ROUTE
 GV5981'631, 0.61 M (2.0 FT) SOUTH OF UTILITY POLE AG-01.
 GV5981'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5981'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5981'2.  IT IS LOCATED 6.40 M (21.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5981'ROUTE 631, 0.91 M (3.0 FT) EAST OF THE SOUTHEAST CORNER POST OF A 2.44
 GV5981'M (8.0 FT)  CHAIN LINK FENCE, 1.22 M (4.0 FT) WEST OF A GATE POST OF
 GV5981'THE 2.44 M (8.0 FT) CHAIN LINK FENCE.
 GV5981'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5981'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5981'3.  IT IS LOCATED 5.79 M (19.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5981'ROUTE 631, 0.61 M (2.0 FT) SOUTHEAST OF UTILITY POLE XG-91, 0.46 M
 GV5981'(1.5 FT) NORTHEAST OF A 2.44 M (8.0 FT)  CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5982 ***********************************************************************
 GV5982  DESIGNATION -  073
 GV5982  PID         -  GV5982
 GV5982  STATE/COUNTY-  VA/YORK
 GV5982  USGS QUAD   -  POQUOSON WEST (1983)
 GV5982
 GV5982                         *CURRENT SURVEY CONTROL
 GV5982  ___________________________________________________________________
 GV5982* NAD 83(1993)-  37 12 03.90416(N)    076 27 18.49442(W)     ADJUSTED  
 GV5982* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 GV5982  ___________________________________________________________________
 GV5982  X           -   1,191,293.446 (meters)                     COMP
 GV5982  Y           -  -4,945,033.624 (meters)                     COMP
 GV5982  Z           -   3,835,172.254 (meters)                     COMP
 GV5982  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GV5982  ELLIP HEIGHT-         -32.85  (meters)          (06/04/02) GPS OBS
 GV5982  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 GV5982
 GV5982  HORZ ORDER  -  SECOND
 GV5982  ELLP ORDER  -  FOURTH    CLASS II
 GV5982
 GV5982.The horizontal coordinates were established by GPS observations
 GV5982.and adjusted by the National Geodetic Survey in September 1995..
 GV5982
 GV5982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5982
 GV5982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5982
 GV5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5982
 GV5982.The ellipsoidal height was determined by GPS observations
 GV5982.and is referenced to NAD 83.
 GV5982
 GV5982.The geoid height was determined by GEOID03.
 GV5982
 GV5982;                    North         East     Units Scale Factor Converg.
 GV5982;SPC VA S     - 1,098,264.044 3,681,512.863   MT  0.99994960   +1 14 27.9
 GV5982;SPC VA S     - 3,603,221.28 12,078,430.12   sFT  0.99994960   +1 14 27.9
 GV5982;UTM  18      - 4,118,171.280   370,865.578   MT  0.99980542   -0 52 47.7
 GV5982
 GV5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5982!SPC VA S     -   1.00000516  x   0.99994960  =   0.99995475
 GV5982!UTM  18      -   1.00000516  x   0.99980542  =   0.99981057
 GV5982
 GV5982                          SUPERSEDED SURVEY CONTROL
 GV5982
 GV5982  ELLIP H (09/08/95)  -32.75   (m)                       GP(       ) 4 2
 GV5982  NAD 83(1986)-  37 12 03.91425(N)    076 27 18.52583(W) AD(       ) 2
 GV5982  NGVD 29 (12/05/90)    3.7    (m)           12.     (f) GPS OBS        
 GV5982
 GV5982.Superseded values are not recommended for survey control.
 GV5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5982.See file dsdata.txt to determine how the superseded data were derived.
 GV5982
 GV5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7086618171(NAD 83)
 GV5982_MARKER: DD = SURVEY DISK
 GV5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5982_SP_SET: CONCRETE POST
 GV5982_STAMPING: STATION NO. 073
 GV5982_MARK LOGO: VA-199
 GV5982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5982+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5982
 GV5982  HISTORY     - Date     Condition        Report By
 GV5982  HISTORY     - 1988     MONUMENTED       BSC
 GV5982
 GV5982                          STATION DESCRIPTION
 GV5982
 GV5982'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5982'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.
 GV5982'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.10 M
 GV5982'(0.3 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED AT THE NORTHEAST
 GV5982'CORNER OF THE INTERSECTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5982'(BACK CREEK ROAD), 8.84 M (29.0 FT)  SOUTH OF THE CENTER LINE OF ROUTE
 GV5982'173, 14.33 M (47.0 FT) NORTH OF THE CENTER LINE OF ROUTE 178.
 GV5982'LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5982'BEARING             DISTANCE
 GV5982'RM 1    S37 03 52W       32.76 M (107.5 FT)
 GV5982'RM 2    N48 57 35W       15.84 M (52.0 FT)
 GV5982'RM 3    N22 02 06E      254.27 M (834.2 FT)
 GV5982'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5982'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5982'1.  IT IS LOCATED 9.14 M (30.0 FT) SOUTH OF CENTER LINE OF ROUTE 173,
 GV5982'21.03 M (69.0 FT) SOUTHWEST OF THE STOP SIGN POST IN THE MEDIAN ISLAND
 GV5982'OF ROUTE 718.
 GV5982'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5982'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5982'2.  IT IS LOCATED 7.16 M (23.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5982'ROUTE 173, 4.57 M (15.0 FT) NORTH OF A GAS LINE VENT PIPE.
 GV5982'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5982'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5982'3.  IT IS LOCATED 1.52 M (5.0 FT) EAST OF THE EAST EDGE OF THE
 GV5982'PAVEMENT OF ROUTE 718 NORTH OF STATION 073.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5983 ***********************************************************************
 GV5983  DESIGNATION -  074
 GV5983  PID         -  GV5983
 GV5983  STATE/COUNTY-  VA/YORK
 GV5983  USGS QUAD   -  POQUOSON WEST (1983)
 GV5983
 GV5983                         *CURRENT SURVEY CONTROL
 GV5983  ___________________________________________________________________
 GV5983* NAD 83(1993)-  37 12 20.08301(N)    076 26 16.56588(W)     ADJUSTED  
 GV5983* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 GV5983  ___________________________________________________________________
 GV5983  X           -   1,192,707.056 (meters)                     COMP
 GV5983  Y           -  -4,944,381.303 (meters)                     COMP
 GV5983  Z           -   3,835,568.529 (meters)                     COMP
 GV5983  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5983  ELLIP HEIGHT-         -34.48  (meters)          (06/04/02) GPS OBS
 GV5983  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 GV5983
 GV5983  HORZ ORDER  -  SECOND
 GV5983  ELLP ORDER  -  FOURTH    CLASS II
 GV5983
 GV5983.The horizontal coordinates were established by GPS observations
 GV5983.and adjusted by the National Geodetic Survey in September 1995..
 GV5983
 GV5983.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5983
 GV5983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5983
 GV5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5983
 GV5983.The ellipsoidal height was determined by GPS observations
 GV5983.and is referenced to NAD 83.
 GV5983
 GV5983.The geoid height was determined by GEOID03.
 GV5983
 GV5983;                    North         East     Units Scale Factor Converg.
 GV5983;SPC VA S     - 1,098,795.879 3,683,028.702   MT  0.99994937   +1 15 05.5
 GV5983;SPC VA S     - 3,604,966.15 12,083,403.33   sFT  0.99994937   +1 15 05.5
 GV5983;UTM  18      - 4,118,646.578   372,399.837   MT  0.99980057   -0 52 10.6
 GV5983
 GV5983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5983!SPC VA S     -   1.00000541  x   0.99994937  =   0.99995478
 GV5983!UTM  18      -   1.00000541  x   0.99980057  =   0.99980598
 GV5983
 GV5983                          SUPERSEDED SURVEY CONTROL
 GV5983
 GV5983  ELLIP H (09/08/95)  -34.38   (m)                       GP(       ) 4 2
 GV5983  NAD 83(1986)-  37 12 20.09292(N)    076 26 16.59735(W) AD(       ) 2
 GV5983  NGVD 29 (12/05/90)    2.0    (m)            7.     (f) GPS OBS        
 GV5983
 GV5983.Superseded values are not recommended for survey control.
 GV5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5983.See file dsdata.txt to determine how the superseded data were derived.
 GV5983
 GV5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7240018647(NAD 83)
 GV5983_MARKER: DD = SURVEY DISK
 GV5983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5983_SP_SET: CONCRETE POST
 GV5983_STAMPING: STATION NO. 074
 GV5983_MARK LOGO: VA-199
 GV5983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5983+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5983
 GV5983  HISTORY     - Date     Condition        Report By
 GV5983  HISTORY     - 1988     MONUMENTED       BSC
 GV5983
 GV5983                          STATION DESCRIPTION
 GV5983
 GV5983'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5983'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5983'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5983'(BACK CREEK ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG GOODWIN
 GV5983'NECK ROAD FOR APPROXIMATELY 1.7 KM (1.05 MI) TO THE JUNCTION WITH AN
 GV5983'ACESS ROAD TO BACK CREEK PARK.  TURN RIGHT AND ENTER THE PARKING LOT.
 GV5983'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5983'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED 1.22 M (4.0 FT) SOUTH
 GV5983'OF THE SOUTH EDGE OF THE PARKING LOT PAVEMENT,  3.51 M (11.5 FT) WEST
 GV5983'OF A DO NOT ENTER SIGN POST.  LOCATION OF THE REFERENCE MARKS RELATIVE
 GV5983'TO THE MAIN STATION
 GV5983'BEARING             DISTANCE
 GV5983'RM 1    S19 18 06W       28.79 M (94.5 FT)
 GV5983'RM 2    N81 57 43W       60.76 M (199.3 FT)
 GV5983'RM 3    N21 12 28W      195.43 M (641.2 FT)
 GV5983'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5983'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5983'1.  IT IS LOCATED IN THE GRASS AREA AT THE END OF THE BACK CREEK PARK
 GV5983'ENTRANCE ROAD, 1.22 M (4.0 FT) EAST OF THE EAST EDGE OF THE PAVEMENT,
 GV5983'0.61 M (2.0 FT) SOUTHWEST OF A RIGHT ONLY SIGN POST.
 GV5983'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5983'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5983'2.  IT IS LOCATED 5.49 M (18.0 FT) NORTH OF THE CENTER LINE OF THE
 GV5983'BACK CREEK ENTRANCE ROAD, 0.46 M (1.5 FT) NORTHEAST OF A 25 MPH SIGN.
 GV5983'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5983'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5983'3.  IT IS LOCATED 2.44 M (8.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV5983'ROUTE 173, EAST OF THE ENTRANCE TO BACK CREEK PARK, 2.44 M (8.0 FT)
 GV5983'NORTH OF A 0.46 M (1.5 FT) SYCAMORE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5984 ***********************************************************************
 GV5984  DESIGNATION -  075
 GV5984  PID         -  GV5984
 GV5984  STATE/COUNTY-  VA/YORK
 GV5984  USGS QUAD   -  POQUOSON WEST (1983)
 GV5984
 GV5984                         *CURRENT SURVEY CONTROL
 GV5984  ___________________________________________________________________
 GV5984* NAD 83(1993)-  37 12 43.58677(N)    076 26 04.58345(W)     ADJUSTED  
 GV5984* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 GV5984  ___________________________________________________________________
 GV5984  X           -   1,192,891.477 (meters)                     COMP
 GV5984  Y           -  -4,943,885.925 (meters)                     COMP
 GV5984  Z           -   3,836,145.498 (meters)                     COMP
 GV5984  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5984  ELLIP HEIGHT-         -34.66  (meters)          (06/04/02) GPS OBS
 GV5984  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV5984
 GV5984  HORZ ORDER  -  SECOND
 GV5984  ELLP ORDER  -  FOURTH    CLASS II
 GV5984
 GV5984.The horizontal coordinates were established by GPS observations
 GV5984.and adjusted by the National Geodetic Survey in September 1995..
 GV5984
 GV5984.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5984
 GV5984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5984
 GV5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5984
 GV5984.The ellipsoidal height was determined by GPS observations
 GV5984.and is referenced to NAD 83.
 GV5984
 GV5984.The geoid height was determined by GEOID03.
 GV5984
 GV5984;                    North         East     Units Scale Factor Converg.
 GV5984;SPC VA S     - 1,099,526.706 3,683,308.238   MT  0.99994906   +1 15 12.7
 GV5984;SPC VA S     - 3,607,363.87 12,084,320.44   sFT  0.99994906   +1 15 12.7
 GV5984;UTM  18      - 4,119,366.450   372,706.185   MT  0.99979961   -0 52 03.8
 GV5984
 GV5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5984!SPC VA S     -   1.00000544  x   0.99994906  =   0.99995450
 GV5984!UTM  18      -   1.00000544  x   0.99979961  =   0.99980505
 GV5984
 GV5984                          SUPERSEDED SURVEY CONTROL
 GV5984
 GV5984  ELLIP H (09/08/95)  -34.55   (m)                       GP(       ) 4 2
 GV5984  NAD 83(1986)-  37 12 43.59668(N)    076 26 04.61493(W) AD(       ) 2
 GV5984  NGVD 29 (12/05/90)    1.9    (m)            6.     (f) GPS OBS        
 GV5984
 GV5984.Superseded values are not recommended for survey control.
 GV5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5984.See file dsdata.txt to determine how the superseded data were derived.
 GV5984
 GV5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7270619366(NAD 83)
 GV5984_MARKER: DD = SURVEY DISK
 GV5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5984_SP_SET: CONCRETE POST
 GV5984_STAMPING: STATION NO. 075
 GV5984_MARK LOGO: VA-199
 GV5984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5984+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5984
 GV5984  HISTORY     - Date     Condition        Report By
 GV5984  HISTORY     - 1988     MONUMENTED       BSC
 GV5984
 GV5984                          STATION DESCRIPTION
 GV5984
 GV5984'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5984'THE STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5984'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5984'(BACK CREEK ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG GOODWIN
 GV5984'NECK ROAD FOR APPROXIMATELY 2.7 KM (1.70 MI) TO THE STATION ON THE
 GV5984'LEFT.
 GV5984'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5984'(0.2 FT) BELOW THE GROUND LEVEL.  IT IS LOCATED IN FRONT OF THE DANDY
 GV5984'BAPTIST CHURCH, 5.18 M (17.0 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT
 GV5984'OF ROUTE 173, 3.96 M (13.0 FT) WEST OF THE EDGE OF THE GRAVEL ENTRANCE
 GV5984'TO THE CHURCH.  LOCATION OF THE REFERENCE MARKS RELATIVE TO THE MAIN
 GV5984'STATION
 GV5984'BEARING             DISTANCE
 GV5984'RM 1    S51 48 27W       81.50 M (267.4 FT)
 GV5984'RM 2    S49 19 34E       20.32 M (66.7 FT)
 GV5984'RM 3    N86 48 10E      302.81 M (993.5 FT)
 GV5984'REFERENCE MARK NO. 1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5984'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED  REFERENCE MARK NO.
 GV5984'1.  IT IS LOCATED WEST OF STATION 075, OPPOSITE THE ENTRANCE ROAD TO
 GV5984'THE AMOCO REFINERY PROPERTY, 13.56 M (44.5 FT) SOUTH OF THE CENTER
 GV5984'LINE OF ROUTE 173, 1.07 M (3.5 FT) NORTH OF UTILITY POLE NUMBER NC-44.
 GV5984'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5984'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5984'2.  IT IS LOCATED 8.69 M (28.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5984'173, 2.29 M (7.5 FT) NORTHWEST OF UTILITY POLE OC-06.
 GV5984'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5984'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5984'3.  IT IS LOCATED 4.72 M (15.5 FT) NORTHEAST OF THE CENTER LINE OF
 GV5984'ROUTE 173, 25.0 M (82.0 FT) NORTHWEST OF THE CENTER LINE (PROJECTED)
 GV5984'OF THE GRAVEL DRIVEWAY TO THE RESIDENCE AT 640 GOODWIN NECK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5985 ***********************************************************************
 GV5985  DESIGNATION -  076
 GV5985  PID         -  GV5985
 GV5985  STATE/COUNTY-  VA/YORK
 GV5985  USGS QUAD   -  POQUOSON WEST (1983)
 GV5985
 GV5985                         *CURRENT SURVEY CONTROL
 GV5985  ___________________________________________________________________
 GV5985* NAD 83(1993)-  37 13 11.93678(N)    076 25 40.47961(W)     ADJUSTED  
 GV5985* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 GV5985  ___________________________________________________________________
 GV5985  X           -   1,193,345.079 (meters)                     COMP
 GV5985  Y           -  -4,943,232.319 (meters)                     COMP
 GV5985  Z           -   3,836,841.239 (meters)                     COMP
 GV5985  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5985  ELLIP HEIGHT-         -35.09  (meters)          (06/04/02) GPS OBS
 GV5985  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV5985
 GV5985  HORZ ORDER  -  SECOND
 GV5985  ELLP ORDER  -  FOURTH    CLASS II
 GV5985
 GV5985.The horizontal coordinates were established by GPS observations
 GV5985.and adjusted by the National Geodetic Survey in September 1995..
 GV5985
 GV5985.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5985
 GV5985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5985
 GV5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5985
 GV5985.The ellipsoidal height was determined by GPS observations
 GV5985.and is referenced to NAD 83.
 GV5985
 GV5985.The geoid height was determined by GEOID03.
 GV5985
 GV5985;                    North         East     Units Scale Factor Converg.
 GV5985;SPC VA S     - 1,100,413.454 3,683,883.203   MT  0.99994870   +1 15 27.4
 GV5985;SPC VA S     - 3,610,273.14 12,086,206.81   sFT  0.99994870   +1 15 27.4
 GV5985;UTM  18      - 4,120,231.178   373,313.489   MT  0.99979770   -0 51 49.8
 GV5985
 GV5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5985!SPC VA S     -   1.00000551  x   0.99994870  =   0.99995421
 GV5985!UTM  18      -   1.00000551  x   0.99979770  =   0.99980321
 GV5985
 GV5985:                Primary Azimuth Mark                     Grid Az
 GV5985:SPC VA S     -  077                                      091 52 56.2
 GV5985:UTM  18      -  077                                      094 00 13.4
 GV5985
 GV5985|---------------------------------------------------------------------|
 GV5985| PID    Reference Object                     Distance      Geod. Az  |
 GV5985|                                                           dddmmss.s |
 GV5985| GV5986 077                                 426.281 METERS 0930823.6 |
 GV5985|---------------------------------------------------------------------|
 GV5985
 GV5985                          SUPERSEDED SURVEY CONTROL
 GV5985
 GV5985  ELLIP H (09/08/95)  -34.99   (m)                       GP(       ) 4 2
 GV5985  NAD 83(1986)-  37 13 11.94695(N)    076 25 40.51112(W) AD(       ) 2
 GV5985  NGVD 29 (12/05/90)    1.4    (m)            5.     (f) GPS OBS        
 GV5985
 GV5985.Superseded values are not recommended for survey control.
 GV5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5985.See file dsdata.txt to determine how the superseded data were derived.
 GV5985
 GV5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7331320231(NAD 83)
 GV5985_MARKER: DD = SURVEY DISK
 GV5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5985_SP_SET: CONCRETE POST
 GV5985_STAMPING: STATION NO. 076
 GV5985_MARK LOGO: VA-199
 GV5985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5985+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 GV5985
 GV5985  HISTORY     - Date     Condition        Report By
 GV5985  HISTORY     - 1988     MONUMENTED       BSC
 GV5985  HISTORY     - 20041215 GOOD             DEWDAV
 GV5985
 GV5985                          STATION DESCRIPTION
 GV5985
 GV5985'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5985'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5985'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5985'(BACK CREEK ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG GOODWIN
 GV5985'NECK ROAD FOR APPROXIMATELY 3.1 KM (1.95 MI) TO THE JUNCTION WITH
 GV5985'DANDY LOOP ROAD. TURN LEFT ONTO DANDY LOOP ROAD AND PROCEED IN A
 GV5985'NORTHERLY DIRECTION FOR APPROXIMATELY 0.9 KM (0.55 MI) TO THE STATION
 GV5985'ON THE RIGHT AT A SHARP RIGHT HAND BEND IN THE ROAD.
 GV5985'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5985'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.03 M
 GV5985'(16.5 FT) SOUTH OF THE CENTER LINE OF ROUTE 629 (DANDY LOOP ROAD),
 GV5985'17.83 M (58.5 FT) WEST OF A FIRE HYDRANT ON THE NORTH SIDE OF ROUTE
 GV5985'629.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5985'BEARING             DISTANCE
 GV5985'RM 1    N84 18 02E       47.79 M (156.7 FT)
 GV5985'RM 2    N47 27 24W       15.53 M (51.0 FT)
 GV5985'RM 3    S17 58 14W       233.31 M (765.5 FT)
 GV5985'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5985'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5985'1.IT IS LOCATED 4.72 M (15.5 FT) NORTHEAST OF THE CENTER LINE OF ROUTE
 GV5985'629 (DANDY LOOP ROAD), 0.46 M (1.5 FT) NORTHWEST OF UTILITY POLE RI-7.
 GV5985'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5985'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5985'2.  IT IS LOCATED 9.75 M (32.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV5985'ROUTE 629 (DANDY LOOP ROAD), 0.61 M (2.0 FT) SOUTH OF UTILITY POLE
 GV5985'RI-31.
 GV5985'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5985'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5985'3.  IT IS LOCATED 5.03 M (16.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5985'629 (DANDY LOOP ROAD), 19.26 M (63.2 FT) NORTH OF UTILITY POLE PF-28.
 GV5985
 GV5985                          STATION RECOVERY (2004)
 GV5985
 GV5985'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 GV5985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5986 ***********************************************************************
 GV5986  DESIGNATION -  077
 GV5986  PID         -  GV5986
 GV5986  STATE/COUNTY-  VA/YORK
 GV5986  USGS QUAD   -  POQUOSON WEST (1983)
 GV5986
 GV5986                         *CURRENT SURVEY CONTROL
 GV5986  ___________________________________________________________________
 GV5986* NAD 83(1993)-  37 13 11.17904(N)    076 25 23.21512(W)     ADJUSTED  
 GV5986* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 GV5986  ___________________________________________________________________
 GV5986  X           -   1,193,762.078 (meters)                     COMP
 GV5986  Y           -  -4,943,145.882 (meters)                     COMP
 GV5986  Z           -   3,836,822.425 (meters)                     COMP
 GV5986  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5986  ELLIP HEIGHT-         -35.44  (meters)          (06/04/02) GPS OBS
 GV5986  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 GV5986
 GV5986  HORZ ORDER  -  SECOND
 GV5986  ELLP ORDER  -  FOURTH    CLASS II
 GV5986
 GV5986.The horizontal coordinates were established by GPS observations
 GV5986.and adjusted by the National Geodetic Survey in September 1995..
 GV5986
 GV5986.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5986
 GV5986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5986
 GV5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5986
 GV5986.The ellipsoidal height was determined by GPS observations
 GV5986.and is referenced to NAD 83.
 GV5986
 GV5986.The geoid height was determined by GEOID03.
 GV5986
 GV5986;                    North         East     Units Scale Factor Converg.
 GV5986;SPC VA S     - 1,100,399.453 3,684,309.232   MT  0.99994871   +1 15 37.8
 GV5986;SPC VA S     - 3,610,227.21 12,087,604.54   sFT  0.99994871   +1 15 37.8
 GV5986;UTM  18      - 4,120,201.420   373,738.644   MT  0.99979638   -0 51 39.3
 GV5986
 GV5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5986!SPC VA S     -   1.00000556  x   0.99994871  =   0.99995427
 GV5986!UTM  18      -   1.00000556  x   0.99979638  =   0.99980194
 GV5986
 GV5986:                Primary Azimuth Mark                     Grid Az
 GV5986:SPC VA S     -  076                                      271 52 56.2
 GV5986:UTM  18      -  076                                      274 00 13.3
 GV5986
 GV5986|---------------------------------------------------------------------|
 GV5986| PID    Reference Object                     Distance      Geod. Az  |
 GV5986|                                                           dddmmss.s |
 GV5986| GV5985 076                                 426.281 METERS 2730834.0 |
 GV5986|---------------------------------------------------------------------|
 GV5986
 GV5986                          SUPERSEDED SURVEY CONTROL
 GV5986
 GV5986  ELLIP H (09/08/95)  -35.34   (m)                       GP(       ) 4 2
 GV5986  NAD 83(1993)-  37 13 11.17960(N)    076 25 23.22416(W) AD(       ) 2
 GV5986  NAD 83(1986)-  37 13 11.18918(N)    076 25 23.24663(W) AD(       ) 2
 GV5986  NGVD 29 (12/05/90)    1.1    (m)            4.     (f) GPS OBS        
 GV5986
 GV5986.Superseded values are not recommended for survey control.
 GV5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5986.See file dsdata.txt to determine how the superseded data were derived.
 GV5986
 GV5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7373920201(NAD 83)
 GV5986_MARKER: DD = SURVEY DISK
 GV5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5986_SP_SET: CONCRETE POST
 GV5986_STAMPING: STATION NO. 077
 GV5986_MARK LOGO: VA-199
 GV5986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5986+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5986
 GV5986  HISTORY     - Date     Condition        Report By
 GV5986  HISTORY     - 1988     MONUMENTED       BSC
 GV5986
 GV5986                          STATION DESCRIPTION
 GV5986
 GV5986'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5986'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5986'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5986'(BACK CREEK ROAD), PROCEED IN A NORTHEASTERLY DIRECTION ALONG GOODWIN
 GV5986'NECK ROAD FOR APPROXIMATELY 3.1 KM (1.95 MI) TO THE JUNCTION WITH
 GV5986'DANDY LOOP ROAD. TURN LEFT ONTO DANDY LOOP ROAD AND PROCEED IN A
 GV5986'NORTHERLY, THEN EASTERLY, THEN SOUTHERLY DIRECTION FOR APPROXIMATELY
 GV5986'1.3 KM (0.80 MI) TO THE STATION ON THE LEFT JUST AFTER A RIGHT HAND
 GV5986'BEND IN THE ROAD.
 GV5986'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5986'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 6.10 M
 GV5986'(20.0 FT) NORTHEAST OF THE CENTER LINE OF ROUTE 629 (DANDY LOOP ROAD),
 GV5986'17.53 M (57.5 FT) SOUTHEAST OF UTILITY POLE 672-38.  LOCATION OF
 GV5986'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5986'BEARING             DISTANCE
 GV5986'RM 1    N56 37 34W       78.97 M (259.1 FT)
 GV5986'RM 2    N19 27 54W       17.09 M (56.1 FT)
 GV5986'RM 3    S18 34 44E       283.63 M (930.5 FT)
 GV5986'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5986'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5986'1.IT IS LOCATED ON THE SOUTH SIDE OF ROUTE 629 (DANDY LOOP ROAD), 7.0
 GV5986'M (23.0 FT) WEST OF THE EAST CORNER OF A 0.61 M (2.0 FT) RAIL WOOD
 GV5986'FENCE, 1.68 M (5.5 FT) NORTH OF UTILITY POLE 67.
 GV5986'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5986'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5986'2.  IT IS LOCATED 9.60 M (31.5 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5986'629 (DANDY LOOP ROAD), 0.46 M (1.5 FT) SOUTHEAST OF UTILITY POLE
 GV5986'672-38.
 GV5986'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5986'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5986'3.  IT IS LOCATED 4.88 M (16.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5986'629 (DANDY LOOP ROAD), 0.61 M (2.0 FT) EAST OF UTLITY POLE GV-12, 3.51
 GV5986'M (11.5 FT) SOUTH OF THE CENTER LINE OF A DIRT DRIVEWAY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5987 ***********************************************************************
 GV5987  DESIGNATION -  078
 GV5987  PID         -  GV5987
 GV5987  STATE/COUNTY-  VA/YORK
 GV5987  USGS QUAD   -  POQUOSON WEST (1983)
 GV5987
 GV5987                         *CURRENT SURVEY CONTROL
 GV5987  ___________________________________________________________________
 GV5987* NAD 83(1993)-  37 12 01.50937(N)    076 26 17.87695(W)     ADJUSTED  
 GV5987* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 GV5987  ___________________________________________________________________
 GV5987  X           -   1,192,756.898 (meters)                     COMP
 GV5987  Y           -  -4,944,725.797 (meters)                     COMP
 GV5987  Z           -   3,835,112.742 (meters)                     COMP
 GV5987  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5987  ELLIP HEIGHT-         -34.02  (meters)          (06/04/02) GPS OBS
 GV5987  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 GV5987
 GV5987  HORZ ORDER  -  SECOND
 GV5987  ELLP ORDER  -  FOURTH    CLASS II
 GV5987
 GV5987.The horizontal coordinates were established by GPS observations
 GV5987.and adjusted by the National Geodetic Survey in September 1995..
 GV5987
 GV5987.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5987
 GV5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5987
 GV5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5987
 GV5987.The ellipsoidal height was determined by GPS observations
 GV5987.and is referenced to NAD 83.
 GV5987
 GV5987.The geoid height was determined by GEOID03.
 GV5987
 GV5987;                    North         East     Units Scale Factor Converg.
 GV5987;SPC VA S     - 1,098,222.747 3,683,008.886   MT  0.99994963   +1 15 04.7
 GV5987;SPC VA S     - 3,603,085.80 12,083,338.32   sFT  0.99994963   +1 15 04.7
 GV5987;UTM  18      - 4,118,074.657   372,358.828   MT  0.99980070   -0 52 11.0
 GV5987
 GV5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5987!SPC VA S     -   1.00000534  x   0.99994963  =   0.99995497
 GV5987!UTM  18      -   1.00000534  x   0.99980070  =   0.99980604
 GV5987
 GV5987                          SUPERSEDED SURVEY CONTROL
 GV5987
 GV5987  ELLIP H (09/08/95)  -33.92   (m)                       GP(       ) 4 2
 GV5987  NAD 83(1986)-  37 12 01.51931(N)    076 26 17.90845(W) AD(       ) 2
 GV5987  NGVD 29 (12/05/90)    2.5    (m)            8.     (f) GPS OBS        
 GV5987
 GV5987.Superseded values are not recommended for survey control.
 GV5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5987.See file dsdata.txt to determine how the superseded data were derived.
 GV5987
 GV5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7235918075(NAD 83)
 GV5987_MARKER: DD = SURVEY DISK
 GV5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5987_SP_SET: CONCRETE POST
 GV5987_STAMPING: STATION NO. 078
 GV5987_MARK LOGO: VA-199
 GV5987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5987+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5987
 GV5987  HISTORY     - Date     Condition        Report By
 GV5987  HISTORY     - 1988     MONUMENTED       BSC
 GV5987
 GV5987                          STATION DESCRIPTION
 GV5987
 GV5987'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5987'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5987'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5987'(BACK CREEK ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG BACK CREEK
 GV5987'ROAD FOR APPROXIMATELY 1.5 KM (0.95 MI) TO THE STATION ON THE LEFT
 GV5987'JUST BEFORE THE JUNCTION WITH FINCH LANE.
 GV5987'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5987'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 4.57 M
 GV5987'(15.0 FT) NORTH OF THE EDGE OF THE PAVEMENT OF ROUTE 718 (BACK CREEK
 GV5987'ROAD), 20.12 M (66.0 FT) WEST OF UTILITY POLE LJ-72.  LOCATION OF
 GV5987'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5987'BEARING             DISTANCE
 GV5987'RM 1    N89 38 59W       38.19 M (125.3 FT)
 GV5987'RM 2    S23 03 40W       15.99 M (52.5 FT)
 GV5987'RM 3    S65 28 09E       170.78 M (560.3 FT)
 GV5987'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5987'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5987'1.IT IS LOCATED 3.20 M (10.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV5987'ROUTE 718 (BACK CREEK ROAD), 0.61 M (2.0 FT) SOUTHWEST OF UTILITY POLE
 GV5987'KJ-91.
 GV5987'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5987'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5987'2.  IT IS LOCATED 1.52 M (5.0 FT) SOUTHWEST OF THE END POLE OF A WOOD
 GV5987'RAIL FENCE, 4.11 M (13.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV5987'ROUTE 718 (BACK CREEK ROAD).
 GV5987'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5987'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5987'3.  IT IS LOCATED 3.51 M (11.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5987'OF ROUTE 718 (BACK CREEK ROAD), 2.74 M (9.0 FT) NORTHEAST OF UTILITY
 GV5987'POLE MI-57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5988 ***********************************************************************
 GV5988  DESIGNATION -  079
 GV5988  PID         -  GV5988
 GV5988  STATE/COUNTY-  VA/YORK
 GV5988  USGS QUAD   -  POQUOSON WEST (1983)
 GV5988
 GV5988                         *CURRENT SURVEY CONTROL
 GV5988  ___________________________________________________________________
 GV5988* NAD 83(1993)-  37 12 03.63904(N)    076 25 52.47449(W)     ADJUSTED  
 GV5988* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 GV5988  ___________________________________________________________________
 GV5988  X           -   1,193,356.338 (meters)                     COMP
 GV5988  Y           -  -4,944,539.435 (meters)                     COMP
 GV5988  Z           -   3,835,164.377 (meters)                     COMP
 GV5988  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5988  ELLIP HEIGHT-         -35.11  (meters)          (06/04/02) GPS OBS
 GV5988  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV5988
 GV5988  HORZ ORDER  -  SECOND
 GV5988  ELLP ORDER  -  FOURTH    CLASS II
 GV5988
 GV5988.The horizontal coordinates were established by GPS observations
 GV5988.and adjusted by the National Geodetic Survey in September 1995..
 GV5988
 GV5988.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5988
 GV5988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5988
 GV5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5988
 GV5988.The ellipsoidal height was determined by GPS observations
 GV5988.and is referenced to NAD 83.
 GV5988
 GV5988.The geoid height was determined by GEOID03.
 GV5988
 GV5988;                    North         East     Units Scale Factor Converg.
 GV5988;SPC VA S     - 1,098,302.084 3,683,633.701   MT  0.99994960   +1 15 20.1
 GV5988;SPC VA S     - 3,603,346.09 12,085,388.23   sFT  0.99994960   +1 15 20.1
 GV5988;UTM  18      - 4,118,130.807   372,986.057   MT  0.99979873   -0 51 55.7
 GV5988
 GV5988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5988!SPC VA S     -   1.00000551  x   0.99994960  =   0.99995511
 GV5988!UTM  18      -   1.00000551  x   0.99979873  =   0.99980424
 GV5988
 GV5988:                Primary Azimuth Mark                     Grid Az
 GV5988:SPC VA S     -  080                                      109 45 18.1
 GV5988:UTM  18      -  080                                      111 52 33.9
 GV5988
 GV5988|---------------------------------------------------------------------|
 GV5988| PID    Reference Object                     Distance      Geod. Az  |
 GV5988|                                                           dddmmss.s |
 GV5988| GV5989 080                                 459.402 METERS 1110038.2 |
 GV5988| GV5991 082                                 APPROX. 0.6 KM 1822936.1 |
 GV5988|---------------------------------------------------------------------|
 GV5988
 GV5988                          SUPERSEDED SURVEY CONTROL
 GV5988
 GV5988  ELLIP H (09/08/95)  -35.01   (m)                       GP(       ) 4 2
 GV5988  NAD 83(1986)-  37 12 03.64895(N)    076 25 52.50600(W) AD(       ) 2
 GV5988  NGVD 29 (12/05/90)    1.4    (m)            5.     (f) GPS OBS        
 GV5988
 GV5988.Superseded values are not recommended for survey control.
 GV5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5988.See file dsdata.txt to determine how the superseded data were derived.
 GV5988
 GV5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7298618131(NAD 83)
 GV5988_MARKER: DD = SURVEY DISK
 GV5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5988_SP_SET: CONCRETE POST
 GV5988_STAMPING: STATION NO. 079
 GV5988_MARK LOGO: VA-199
 GV5988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5988+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5988
 GV5988  HISTORY     - Date     Condition        Report By
 GV5988  HISTORY     - 1988     MONUMENTED       BSC
 GV5988
 GV5988                          STATION DESCRIPTION
 GV5988
 GV5988'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5988'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5988'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5988'(BACK CREEK ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG GOODWIN NECK
 GV5988'ROAD FOR APPROXIMATELY 2.1 KM (1.30 MI) TO THE JUNCTION WITH LANDING
 GV5988'ROAD. TURN AND PROCEED IN A NORTHERLY DIRECTION FOR APPROXIMATELY 0.2
 GV5988'KM (0.10 MI) TO THE JUNCTION WITH HANSFORD COURT. TURN RIGHT INTO
 GV5988'HANSFORD COURT AND PROCEED 0.15 KM (0.10 MI) TO THE STATION ON THE
 GV5988'RIGHT.
 GV5988'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5988'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE END OF
 GV5988'ROUTE 775 (HANSFORD COURT), 2.44 M (8.0 FT) SOUTH OF THE EDGE OF THE
 GV5988'PAVEMENT OF ROUTE 775.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV5988'MAIN STATION
 GV5988'BEARING             DISTANCE
 GV5988'RM 1    N78 30 22E       18.57 M (60.9 FT)
 GV5988'RM 2    N07 34 44E       21.51 M (70.6 FT)
 GV5988'RM 3    N89 06 24W       122.91 M (403.2 FT)
 GV5988'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5988'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5988'1.IT IS LOCATED EAST OF STATION 079, 16.76 M (55.0 FT) SOUTHEAST OF
 GV5988'THE CENTER POINT OF ROUTE 775 (HANSFORD COURT).
 GV5988'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5988'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5988'2.  IT IS LOCATED 0.30 M (1.0 FT) WEST OF THE METAL POST FOR A
 GV5988'NEWSPAPER BOX, 11.89 M (39.0 FT) NORTH OF THE CENTER POINT OF ROUTE
 GV5988'775 (HANSFORD COURT).
 GV5988'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5988'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5988'3.  IT IS LOCATED 5.18 M (17.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV5988'627 (LANDING ROAD), 7.77 M (25.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5988'775 (HANSFORD COURT), 0.46 M (1.5 FT) NORTH OF THE STREET SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5989 ***********************************************************************
 GV5989  DESIGNATION -  080
 GV5989  PID         -  GV5989
 GV5989  STATE/COUNTY-  VA/YORK
 GV5989  USGS QUAD   -  POQUOSON WEST (1983)
 GV5989
 GV5989                         *CURRENT SURVEY CONTROL
 GV5989  ___________________________________________________________________
 GV5989* NAD 83(1993)-  37 11 58.29570(N)    076 25 35.08415(W)     ADJUSTED  
 GV5989* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 GV5989  ___________________________________________________________________
 GV5989  X           -   1,193,796.608 (meters)                     COMP
 GV5989  Y           -  -4,944,535.709 (meters)                     COMP
 GV5989  Z           -   3,835,033.242 (meters)                     COMP
 GV5989  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5989  ELLIP HEIGHT-         -34.99  (meters)          (06/04/02) GPS OBS
 GV5989  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 GV5989
 GV5989  HORZ ORDER  -  SECOND
 GV5989  ELLP ORDER  -  FOURTH    CLASS II
 GV5989
 GV5989.The horizontal coordinates were established by GPS observations
 GV5989.and adjusted by the National Geodetic Survey in September 1995..
 GV5989
 GV5989.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5989
 GV5989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5989
 GV5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5989
 GV5989.The ellipsoidal height was determined by GPS observations
 GV5989.and is referenced to NAD 83.
 GV5989
 GV5989.The geoid height was determined by GEOID03.
 GV5989
 GV5989;                    North         East     Units Scale Factor Converg.
 GV5989;SPC VA S     - 1,098,146.814 3,684,066.044   MT  0.99994968   +1 15 30.6
 GV5989;SPC VA S     - 3,602,836.67 12,086,806.68   sFT  0.99994968   +1 15 30.6
 GV5989;UTM  18      - 4,117,959.668   373,412.292   MT  0.99979740   -0 51 45.0
 GV5989
 GV5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5989!SPC VA S     -   1.00000549  x   0.99994968  =   0.99995517
 GV5989!UTM  18      -   1.00000549  x   0.99979740  =   0.99980289
 GV5989
 GV5989:                Primary Azimuth Mark                     Grid Az
 GV5989:SPC VA S     -  079                                      289 45 18.2
 GV5989:UTM  18      -  079                                      291 52 33.8
 GV5989
 GV5989|---------------------------------------------------------------------|
 GV5989| PID    Reference Object                     Distance      Geod. Az  |
 GV5989|                                                           dddmmss.s |
 GV5989| GV5988 079                                 459.402 METERS 2910048.8 |
 GV5989|---------------------------------------------------------------------|
 GV5989
 GV5989                          SUPERSEDED SURVEY CONTROL
 GV5989
 GV5989  ELLIP H (09/08/95)  -34.89   (m)                       GP(       ) 4 2
 GV5989  NAD 83(1986)-  37 11 58.30562(N)    076 25 35.11567(W) AD(       ) 2
 GV5989  NGVD 29 (12/05/90)    1.5    (m)            5.     (f) GPS OBS        
 GV5989
 GV5989.Superseded values are not recommended for survey control.
 GV5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5989.See file dsdata.txt to determine how the superseded data were derived.
 GV5989
 GV5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7341217960(NAD 83)
 GV5989_MARKER: DD = SURVEY DISK
 GV5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5989_SP_SET: CONCRETE POST
 GV5989_STAMPING: STATION NO. 080
 GV5989_MARK LOGO: VA-199
 GV5989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5989+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5989
 GV5989  HISTORY     - Date     Condition        Report By
 GV5989  HISTORY     - 1988     MONUMENTED       BSC
 GV5989
 GV5989                          STATION DESCRIPTION
 GV5989
 GV5989'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5989'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5989'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5989'(BACK CREEK ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG BACK CREEK
 GV5989'ROAD FOR APPROXIMATELY 2.5 KM (1.55 MI) TO THE JUNCTION WITH ROUTE 622
 GV5989'(SEAFORD ROAD). BEAR LEFT AND CONTINUE FOR APPROXIMATELY 0.1 KM
 GV5989'(0.05 MI), THEN BEAR LEFT AGAIN AND CONTINUE IN A NORTHEASTERLY
 GV5989'DIRECTION ALONG ROUTE 718 (BACK CREEK ROAD) FOR APPROXIMATELY 0.3 KM
 GV5989'(0.20 MI) TO THE JUNCTION WITH SUNSET LANE. TURN LEFT AND PROCEED
 GV5989'ALONG SUNSET LANE FOR APPROXIMATELY 0.15 KM (0.10 MI) TO THE STATION
 GV5989'ON THE RIGHT.
 GV5989'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5989'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 3.20 M
 GV5989'(10.5 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT OF ROUTE 769 (SUNSET
 GV5989'COURT), 16.06 M (52.7 FT) NORTH OF UTILITY POLE SI-46.  LOCATION OF
 GV5989'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5989'BEARING             DISTANCE
 GV5989'RM 1    N76 42 42W       54.67 M (179.4 FT)
 GV5989'RM 2    S13 39 14E       16.07 M (52.7 FT)
 GV5989'RM 3    S59 00 32E       147.35 M (483.4 FT)
 GV5989'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5989'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5989'1.IT IS LOCATED 6.71 M (22.0 FT) SOUTHWEST OF THE CENTER LINE OF ROUTE
 GV5989'769 (SUNSET COURT), 0.46 M (1.5 FT) NORTHWEST OF UTILITY POLE SI-06.
 GV5989'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5989'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5989'2.  IT IS LOCATED 6.10 M (20.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV5989'ROUTE 769 (SUNSET COURT), 0.61 M (2.0 FT) NORTHWEST OF UTILITY POLE
 GV5989'SI-46.
 GV5989'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5989'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5989'3.  IT IS LOCATED 4.57 M (15.0 FT) SOUTHEAST OF THE CENTER LINE OF
 GV5989'ROUTE 718 (BACK CREEK ROAD), 4.88 M (16.0 FT) SOUTHWEST OF THE CENTER
 GV5989'LINE (PROJECTED) OF ROUTE 769 (SUNSET COURT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5990 ***********************************************************************
 GV5990  DESIGNATION -  081
 GV5990  PID         -  GV5990
 GV5990  STATE/COUNTY-  VA/YORK
 GV5990  USGS QUAD   -  POQUOSON WEST (1983)
 GV5990
 GV5990                         *CURRENT SURVEY CONTROL
 GV5990  ___________________________________________________________________
 GV5990* NAD 83(1993)-  37 11 08.58799(N)    076 26 37.25793(W)     ADJUSTED  
 GV5990* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 GV5990  ___________________________________________________________________
 GV5990  X           -   1,192,523.602 (meters)                     COMP
 GV5990  Y           -  -4,945,797.229 (meters)                     COMP
 GV5990  Z           -   3,833,813.613 (meters)                     COMP
 GV5990  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 GV5990  ELLIP HEIGHT-         -33.20  (meters)          (06/04/02) GPS OBS
 GV5990  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV5990
 GV5990  HORZ ORDER  -  SECOND
 GV5990  ELLP ORDER  -  FOURTH    CLASS II
 GV5990
 GV5990.The horizontal coordinates were established by GPS observations
 GV5990.and adjusted by the National Geodetic Survey in September 1995..
 GV5990
 GV5990.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5990
 GV5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5990
 GV5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5990
 GV5990.The ellipsoidal height was determined by GPS observations
 GV5990.and is referenced to NAD 83.
 GV5990
 GV5990.The geoid height was determined by GEOID03.
 GV5990
 GV5990;                    North         East     Units Scale Factor Converg.
 GV5990;SPC VA S     - 1,096,581.325 3,682,566.613   MT  0.99995041   +1 14 52.9
 GV5990;SPC VA S     - 3,597,700.56 12,081,887.30   sFT  0.99995041   +1 14 52.9
 GV5990;UTM  18      - 4,116,450.969   371,856.187   MT  0.99980228   -0 52 21.7
 GV5990
 GV5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5990!SPC VA S     -   1.00000521  x   0.99995041  =   0.99995562
 GV5990!UTM  18      -   1.00000521  x   0.99980228  =   0.99980749
 GV5990
 GV5990                          SUPERSEDED SURVEY CONTROL
 GV5990
 GV5990  ELLIP H (09/08/95)  -33.09   (m)                       GP(       ) 4 2
 GV5990  NAD 83(1986)-  37 11 08.59798(N)    076 26 37.28941(W) AD(       ) 2
 GV5990  NGVD 29 (12/05/90)    3.3    (m)           11.     (f) GPS OBS        
 GV5990
 GV5990.Superseded values are not recommended for survey control.
 GV5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5990.See file dsdata.txt to determine how the superseded data were derived.
 GV5990
 GV5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7185616451(NAD 83)
 GV5990_MARKER: DD = SURVEY DISK
 GV5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5990_SP_SET: CONCRETE POST
 GV5990_STAMPING: STATION NO. 081
 GV5990_MARK LOGO: VA-199
 GV5990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5990+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5990
 GV5990  HISTORY     - Date     Condition        Report By
 GV5990  HISTORY     - 1988     MONUMENTED       BSC
 GV5990
 GV5990                          STATION DESCRIPTION
 GV5990
 GV5990'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5990'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5990'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 622
 GV5990'(SEAFORD ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG SEAFORD ROAD
 GV5990'FOR APPROXIMATELY 1.6 KM (1.00 MI) TO THE STATION ON THE LEFT.
 GV5990'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5990'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN A GRASS
 GV5990'MEDIAN ADJACENT TO SEAFORD ELEMENTARY SCHOOL, IMMEDIATELY NORTH OF THE
 GV5990'EASTERN PARKING LOT, 3.96 M (13.0 FT) NORTH OF THE EDGE OF THE
 GV5990'PAVEMENT OF ROUTE 622 (SEAFORD ROAD), 15.85 M (52.0 FT) WEST OF AN
 GV5990'UNDERGROUND TELEPHONE MANHOLE COVER.  LOCATION OF REFERENCE MARKS
 GV5990'RELATIVE TO THE MAIN STATION
 GV5990'BEARING             DISTANCE
 GV5990'RM 1    N73 48 21E       35.62 M (116.9 FT)
 GV5990'RM 2    S04 03 43E       17.96 M (58.9 FT)
 GV5990'RM 3    S69 36 31W       377.77 M (1239.4 FT)
 GV5990'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5990'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5990'1.IT IS LOCATED 3.35 M (11.0 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV5990'ROUTE 622 (SEAFORD ROAD), 0.46 M (1.5 FT) EAST OF THE STREET SIGN.
 GV5990'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5990'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5990'2.  IT IS LOCATED 3.96 M (13.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5990'OF ROUTE 622 (SEAFORD ROAD), 10.67 M (35.0 FT) EAST OF UTILITY POLE
 GV5990'EN-25.
 GV5990'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5990'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5990'3.  IT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 GV5990'ROUTES 622 (SEAFORD ROAD) AND 1242 (MASTIN LANE), 4.11 M (13.5 FT)
 GV5990'SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 622, 1.52 M (5.0 FT)
 GV5990'NORTHEAST OF UTILITY POLE 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5991 ***********************************************************************
 GV5991  DESIGNATION -  082
 GV5991  PID         -  GV5991
 GV5991  STATE/COUNTY-  VA/YORK
 GV5991  USGS QUAD   -  POQUOSON WEST (1983)
 GV5991
 GV5991                         *CURRENT SURVEY CONTROL
 GV5991  ___________________________________________________________________
 GV5991* NAD 83(1993)-  37 11 44.60196(N)    076 25 53.51072(W)     ADJUSTED  
 GV5991* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 GV5991  ___________________________________________________________________
 GV5991  X           -   1,193,414.918 (meters)                     COMP
 GV5991  Y           -  -4,944,891.082 (meters)                     COMP
 GV5991  Z           -   3,834,697.484 (meters)                     COMP
 GV5991  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5991  ELLIP HEIGHT-         -34.15  (meters)          (06/04/02) GPS OBS
 GV5991  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 GV5991
 GV5991  HORZ ORDER  -  SECOND
 GV5991  ELLP ORDER  -  FOURTH    CLASS II
 GV5991
 GV5991.The horizontal coordinates were established by GPS observations
 GV5991.and adjusted by the National Geodetic Survey in September 1995..
 GV5991
 GV5991.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5991
 GV5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5991
 GV5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5991
 GV5991.The ellipsoidal height was determined by GPS observations
 GV5991.and is referenced to NAD 83.
 GV5991
 GV5991.The geoid height was determined by GEOID03.
 GV5991
 GV5991;                    North         East     Units Scale Factor Converg.
 GV5991;SPC VA S     - 1,097,714.816 3,683,621.012   MT  0.99994987   +1 15 19.5
 GV5991;SPC VA S     - 3,601,419.36 12,085,346.60   sFT  0.99994987   +1 15 19.5
 GV5991;UTM  18      - 4,117,544.500   372,951.647   MT  0.99979884   -0 51 55.9
 GV5991
 GV5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5991!SPC VA S     -   1.00000536  x   0.99994987  =   0.99995523
 GV5991!UTM  18      -   1.00000536  x   0.99979884  =   0.99980420
 GV5991
 GV5991:                Primary Azimuth Mark                     Grid Az
 GV5991:SPC VA S     -  079                                      001 14 16.0
 GV5991:UTM  18      -  079                                      003 21 31.4
 GV5991
 GV5991|---------------------------------------------------------------------|
 GV5991| PID    Reference Object                     Distance      Geod. Az  |
 GV5991|                                                           dddmmss.s |
 GV5991| GV5988 079                                 APPROX. 0.6 KM 0022935.5 |
 GV5991|---------------------------------------------------------------------|
 GV5991
 GV5991                          SUPERSEDED SURVEY CONTROL
 GV5991
 GV5991  ELLIP H (09/08/95)  -34.05   (m)                       GP(       ) 4 2
 GV5991  NAD 83(1986)-  37 11 44.61187(N)    076 25 53.54224(W) AD(       ) 2
 GV5991  NGVD 29 (12/05/90)    2.4    (m)            8.     (f) GPS OBS        
 GV5991
 GV5991.Superseded values are not recommended for survey control.
 GV5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5991.See file dsdata.txt to determine how the superseded data were derived.
 GV5991
 GV5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7295217544(NAD 83)
 GV5991_MARKER: DD = SURVEY DISK
 GV5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5991_SP_SET: CONCRETE POST
 GV5991_STAMPING: STATION NO. 082
 GV5991_MARK LOGO: VA-199
 GV5991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5991+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5991
 GV5991  HISTORY     - Date     Condition        Report By
 GV5991  HISTORY     - 1988     MONUMENTED       BSC
 GV5991
 GV5991                          STATION DESCRIPTION
 GV5991
 GV5991'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5991'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5991'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 718
 GV5991'(BACK CREEK ROAD), PROCEED IN AN EASTERLY DIRECTION ALONG BACK CREEK
 GV5991'ROAD FOR APPROXIMATELY 2.5 KM (1.55 MI) TO THE JUNCTION WITH ROUTE 622
 GV5991'(SEAFORD ROAD). TURN A SHARP RIGHT INTO SEAFORD ROAD AND PROCEED IN A
 GV5991'WESTERLY DIRECTION FOR APPROXIMATELY 0.2 KM (0.10 MI) TO THE STATION
 GV5991'ON THE LEFT.
 GV5991'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5991'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 4.57 M
 GV5991'(15.0 FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT OF ROUTE 622 (SEAFORD
 GV5991'ROAD) IN BETWEEN BURNETTS MARKET AND SEAFORD POST OFFICE.  LOCATION OF
 GV5991'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5991'BEARING             DISTANCE
 GV5991'RM 1    N66 36 54E       22.84 M (74.9 FT)
 GV5991'RM 2    N13 31 55E       15.41 M (50.6 FT)
 GV5991'RM 3    N83 42 43W       27.15 M (89.1 FT)
 GV5991'CHURCH STEEPLE    S61 04 23W              ---
 GV5991'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5991'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV5991'IT IS LOCATED 5.49 M (18.0 FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT
 GV5991'OF ROUTE 622 (SEAFORD ROAD), 0.30 M (1.0 FT) SOUTHWEST OF UTILITY POLE
 GV5991'PE-70.
 GV5991'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5991'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5991'2.  IT IS LOCATED 1.07 M (3.5 FT) NORTHWEST OF THE EDGE OF THE
 GV5991'PAVEMENT OF ROUTE 622 (SEAFORD ROAD), 1.83 M (6.0 FT) SOUTH OF A CEDAR
 GV5991'TREE.
 GV5991'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5991'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5991'3.  IT IS LOCATED 8.69 M (28.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV5991'ROUTE 622 (SEAFORD ROAD), 0.46 M (1.5 FT) NORTHEAST OF THE STREET
 GV5991'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5992 ***********************************************************************
 GV5992  DESIGNATION -  083
 GV5992  PID         -  GV5992
 GV5992  STATE/COUNTY-  VA/YORK
 GV5992  USGS QUAD   -  POQUOSON WEST (1983)
 GV5992
 GV5992                         *CURRENT SURVEY CONTROL
 GV5992  ___________________________________________________________________
 GV5992* NAD 83(1993)-  37 11 26.67065(N)    076 24 54.57952(W)     ADJUSTED  
 GV5992* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 GV5992  ___________________________________________________________________
 GV5992  X           -   1,194,906.081 (meters)                     COMP
 GV5992  Y           -  -4,944,874.456 (meters)                     COMP
 GV5992  Z           -   3,834,256.923 (meters)                     COMP
 GV5992  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5992  ELLIP HEIGHT-         -34.50  (meters)          (06/04/02) GPS OBS
 GV5992  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 GV5992
 GV5992  HORZ ORDER  -  SECOND
 GV5992  ELLP ORDER  -  FOURTH    CLASS II
 GV5992
 GV5992.The horizontal coordinates were established by GPS observations
 GV5992.and adjusted by the National Geodetic Survey in September 1995..
 GV5992
 GV5992.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5992
 GV5992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5992
 GV5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5992
 GV5992.The ellipsoidal height was determined by GPS observations
 GV5992.and is referenced to NAD 83.
 GV5992
 GV5992.The geoid height was determined by GEOID03.
 GV5992
 GV5992;                    North         East     Units Scale Factor Converg.
 GV5992;SPC VA S     - 1,097,194.156 3,685,086.152   MT  0.99995013   +1 15 55.2
 GV5992;SPC VA S     - 3,599,711.16 12,090,153.48   sFT  0.99995013   +1 15 55.2
 GV5992;UTM  18      - 4,116,970.062   374,396.293   MT  0.99979434   -0 51 19.9
 GV5992
 GV5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5992!SPC VA S     -   1.00000541  x   0.99995013  =   0.99995554
 GV5992!UTM  18      -   1.00000541  x   0.99979434  =   0.99979975
 GV5992
 GV5992                          SUPERSEDED SURVEY CONTROL
 GV5992
 GV5992  ELLIP H (09/08/95)  -34.40   (m)                       GP(       ) 4 2
 GV5992  NAD 83(1986)-  37 11 26.68057(N)    076 24 54.61111(W) AD(       ) 2
 GV5992  NGVD 29 (12/05/90)    2.1    (m)            7.     (f) GPS OBS        
 GV5992
 GV5992.Superseded values are not recommended for survey control.
 GV5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5992.See file dsdata.txt to determine how the superseded data were derived.
 GV5992
 GV5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7439616970(NAD 83)
 GV5992_MARKER: DD = SURVEY DISK
 GV5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5992_SP_SET: CONCRETE POST
 GV5992_STAMPING: STATION NO. 083
 GV5992_MARK LOGO: VA-199
 GV5992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5992+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5992
 GV5992  HISTORY     - Date     Condition        Report By
 GV5992  HISTORY     - 1988     MONUMENTED       BSC
 GV5992
 GV5992                          STATION DESCRIPTION
 GV5992
 GV5992'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5992'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5992'STATION FROM THE JUNCTION OF ROUTES 712 (BAY TREE BEACH ROAD/YORK
 GV5992'POINT DRIVE) AND 622 (SEAFORD ROAD), PROCEED IN A WESTERLY DIRECTION
 GV5992'ALONG SEAFORD ROAD FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE JUNCTION
 GV5992'WITH OLD SEAFORD ROAD AND THE STATION ON THE LEFT JUST AFTER THE
 GV5992'JUNCTION.
 GV5992'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5992'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 622
 GV5992'(SEAFORD ROAD), EAST OF ROUTE 787 (OLD SEAFORD ROAD), 1.74 M (5.7 FT)
 GV5992'SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 622, 7.53 M (24.7 FT) WEST
 GV5992'OF UTILITY POLE AC-62.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV5992'MAIN STATION
 GV5992'BEARING             DISTANCE
 GV5992'RM 1    N71 55 39W       47.24 M (155.0 FT)
 GV5992'RM 2    N24 18 58E       10.90 M (35.8 FT)
 GV5992'RM 3    S54 57 17E       242.51 M (795.6 FT)
 GV5992'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5992'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5992'1.IT IS LOCATED 9.45 M (31.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 622
 GV5992'(SEAFORD ROAD), 12.34 M (40.5 FT) WEST OF THE CENTER LINE OF ROUTE 787
 GV5992'(OLD SEAFORD ROAD).
 GV5992'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5992'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5992'2.  IT IS LOCATED 5.79 M (19.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5992'622 (SEAFORD ROAD), OPPOSITE STATION 083.
 GV5992'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5992'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5992'3.  IT IS LOCATED 1.98 M (6.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV5992'ROUTE 622 (SEAFORD ROAD), 4.88 M (16.0 FT) EAST OF UTILITY POLE 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5993 ***********************************************************************
 GV5993  DESIGNATION -  084
 GV5993  PID         -  GV5993
 GV5993  STATE/COUNTY-  VA/YORK
 GV5993  USGS QUAD   -  POQUOSON WEST (1983)
 GV5993
 GV5993                         *CURRENT SURVEY CONTROL
 GV5993  ___________________________________________________________________
 GV5993* NAD 83(1993)-  37 11 25.27729(N)    076 24 06.09634(W)     ADJUSTED  
 GV5993* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 GV5993  ___________________________________________________________________
 GV5993  X           -   1,196,074.347 (meters)                     COMP
 GV5993  Y           -  -4,944,618.217 (meters)                     COMP
 GV5993  Z           -   3,834,222.335 (meters)                     COMP
 GV5993  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GV5993  ELLIP HEIGHT-         -35.11  (meters)          (06/04/02) GPS OBS
 GV5993  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 GV5993
 GV5993  HORZ ORDER  -  SECOND
 GV5993  ELLP ORDER  -  FOURTH    CLASS II
 GV5993
 GV5993.The horizontal coordinates were established by GPS observations
 GV5993.and adjusted by the National Geodetic Survey in September 1995..
 GV5993
 GV5993.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5993
 GV5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5993
 GV5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5993
 GV5993.The ellipsoidal height was determined by GPS observations
 GV5993.and is referenced to NAD 83.
 GV5993
 GV5993.The geoid height was determined by GEOID03.
 GV5993
 GV5993;                    North         East     Units Scale Factor Converg.
 GV5993;SPC VA S     - 1,097,177.704 3,686,282.522   MT  0.99995016   +1 16 24.7
 GV5993;SPC VA S     - 3,599,657.18 12,094,078.57   sFT  0.99995016   +1 16 24.7
 GV5993;UTM  18      - 4,116,909.355   375,591.046   MT  0.99979066   -0 50 50.6
 GV5993
 GV5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5993!SPC VA S     -   1.00000551  x   0.99995016  =   0.99995567
 GV5993!UTM  18      -   1.00000551  x   0.99979066  =   0.99979617
 GV5993
 GV5993                          SUPERSEDED SURVEY CONTROL
 GV5993
 GV5993  ELLIP H (09/08/95)  -35.01   (m)                       GP(       ) 4 2
 GV5993  NAD 83(1986)-  37 11 25.28722(N)    076 24 06.12798(W) AD(       ) 2
 GV5993  NGVD 29 (12/05/90)    1.5    (m)            5.     (f) GPS OBS        
 GV5993
 GV5993.Superseded values are not recommended for survey control.
 GV5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5993.See file dsdata.txt to determine how the superseded data were derived.
 GV5993
 GV5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7559116909(NAD 83)
 GV5993_MARKER: DD = SURVEY DISK
 GV5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5993_SP_SET: CONCRETE POST
 GV5993_STAMPING: STATION NO. 084
 GV5993_MARK LOGO: VA-199
 GV5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5993+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5993
 GV5993  HISTORY     - Date     Condition        Report By
 GV5993  HISTORY     - 1988     MONUMENTED       BSC
 GV5993
 GV5993                          STATION DESCRIPTION
 GV5993
 GV5993'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5993'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5993'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5993'SOUTHEAST CORNER OF THE INTERSECTION OF ROUTES 622 (SEAFORD ROAD) AND
 GV5993'712 (BAY TREE BEACH ROAD), 8.69 M (28.5 FT) EAST OF THE CENTER LINE OF
 GV5993'ROUTE 712, 8.38 M (27.5 FT) SOUTH OF THE CENTER LINE OF ROUTE 622.
 GV5993'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5993'BEARING             DISTANCE
 GV5993'RM 1    S09 29 02W       29.40 M (96.5 FT)
 GV5993'RM 2    N38 42 55W       25.92 M (85.0 FT)
 GV5993'RM 3    S83 10 56W       562.85 M (1846.6 FT)
 GV5993'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5993'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5993'1.IT IS LOCATED 6.10 M (20.0 FT) WEST OF THE CENTER LINE OF ROUTE 712
 GV5993'(YORK POINT ROAD), 20.12 M (66.0 FT) SOUTH OF THE SOUTHERN EDGE OF A
 GV5993'STEEL MANHOLE COVER FOR WATER PIPELINE.
 GV5993'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5993'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5993'2.  IT IS LOCATED 5.18 M (17.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5993'712 (BAY TREE BEACH ROAD), 5.18 M (17.0 FT) SOUTHEAST OF UTILITY POLE
 GV5993'IC-20.
 GV5993'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5993'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5993'3.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE INTETSECTION OF
 GV5993'ROUTES 622 (SEAFORD ROAD) AND 670 (HANSFORD LANE), 0.46 M (1.5 FT)
 GV5993'SOUTH OF THE STREET SIGN, 3.35 M (11.0 FT) WEST OF UTILITY POLE EB-99,
 GV5993'8.23 M (27.0 FT) NORTH OF THE CENTER LINE OF ROUTE 622.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5994 ***********************************************************************
 GV5994  DESIGNATION -  086
 GV5994  PID         -  GV5994
 GV5994  STATE/COUNTY-  VA/YORK
 GV5994  USGS QUAD   -  POQUOSON WEST (1983)
 GV5994
 GV5994                         *CURRENT SURVEY CONTROL
 GV5994  ___________________________________________________________________
 GV5994* NAD 83(1993)-  37 10 35.32593(N)    076 23 36.53218(W)     ADJUSTED  
 GV5994* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 GV5994  ___________________________________________________________________
 GV5994  X           -   1,197,002.055 (meters)                     COMP
 GV5994  Y           -  -4,945,351.532 (meters)                     COMP
 GV5994  Z           -   3,832,995.692 (meters)                     COMP
 GV5994  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 GV5994  ELLIP HEIGHT-         -34.78  (meters)          (06/04/02) GPS OBS
 GV5994  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 GV5994
 GV5994  HORZ ORDER  -  SECOND
 GV5994  ELLP ORDER  -  FOURTH    CLASS II
 GV5994
 GV5994.The horizontal coordinates were established by GPS observations
 GV5994.and adjusted by the National Geodetic Survey in September 1995..
 GV5994
 GV5994.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5994
 GV5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5994
 GV5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5994
 GV5994.The ellipsoidal height was determined by GPS observations
 GV5994.and is referenced to NAD 83.
 GV5994
 GV5994.The geoid height was determined by GEOID03.
 GV5994
 GV5994;                    North         East     Units Scale Factor Converg.
 GV5994;SPC VA S     - 1,095,654.496 3,687,045.823   MT  0.99995093   +1 16 42.6
 GV5994;SPC VA S     - 3,594,659.79 12,096,582.84   sFT  0.99995093   +1 16 42.6
 GV5994;UTM  18      - 4,115,359.193   376,297.343   MT  0.99978850   -0 50 31.7
 GV5994
 GV5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5994!SPC VA S     -   1.00000546  x   0.99995093  =   0.99995639
 GV5994!UTM  18      -   1.00000546  x   0.99978850  =   0.99979396
 GV5994
 GV5994                          SUPERSEDED SURVEY CONTROL
 GV5994
 GV5994  ELLIP H (09/08/95)  -34.68   (m)                       GP(       ) 4 2
 GV5994  NAD 83(1986)-  37 10 35.33586(N)    076 23 36.56392(W) AD(       ) 2
 GV5994  NGVD 29 (12/05/90)    1.9    (m)            6.     (f) GPS OBS        
 GV5994
 GV5994.Superseded values are not recommended for survey control.
 GV5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5994.See file dsdata.txt to determine how the superseded data were derived.
 GV5994
 GV5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7629715359(NAD 83)
 GV5994_MARKER: DD = SURVEY DISK
 GV5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5994_SP_SET: CONCRETE POST
 GV5994_STAMPING: STATION NO. 086
 GV5994_MARK LOGO: VA-199
 GV5994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5994+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5994
 GV5994  HISTORY     - Date     Condition        Report By
 GV5994  HISTORY     - 1988     MONUMENTED       BSC
 GV5994
 GV5994                          STATION DESCRIPTION
 GV5994
 GV5994'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5994'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5994'STATION FROM THE JUNCTION OF THE ROUTES 712 (BAY TREE BEACH ROAD/YORK
 GV5994'POINTDRIVE) AND 622 (SEAFORD ROAD), PROCEED IN A SOUTHEASTERLY
 GV5994'DIRECTION ALONG YORK POINT DRIVE FOR APPROXIMATELY 1.9 KM (1.20 MI) TO
 GV5994'THE STATION ON THE LEFT.
 GV5994'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5994'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 0.46 M
 GV5994'(1.5 FT) EAST OF THE EDGE OF CONCRETE GUTTER PAN ADJACENT TO ROUTE 712
 GV5994'(YORK POINT DRIVE), SOUTH OF THE EDGE OF THE CONCRETE DRIVEWAY AT 113
 GV5994'YORK POINT DRIVE (1-STORY BRICK RESIDENCE).  LOCATION OF REFERENCE
 GV5994'MARKS RELATIVE TO THE MAIN STATION
 GV5994'BEARING             DISTANCE
 GV5994'RM 1    S08 30 50E       59.77 M (196.1 FT)
 GV5994'RM 2    S64 46 30W       11.76 M (38.6 FT)
 GV5994'RM 3    N10 43 07W       196.26 M (643.9 FT)
 GV5994'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5994'(0.1 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV5994'IT IS LOCATED 1.22 M (4.0 FT) SOUTHEAST OF UTILITY POLE, 0.30 M
 GV5994'(1.0 FT) SOUTH OF THE LINE (PROJECTED) OF THE CHAIN LINK FENCE AT 119
 GV5994'YORK POINT DRIVE (2-STORY BRICK RESIDENCE).
 GV5994'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5994'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5994'2.  IT IS LOCATED 0.61 M (2.0 FT) WEST OF THE EDGE OF CONCRETE GUTTER
 GV5994'PAN ADJACENT TO ROUTE 712 (YORK POINT DRIVE), 1.22 M (4.0 FT) SOUTH OF
 GV5994'THE EDGE OF THE CONCRETE DRIVEWAY AT 114 YORK POINT DRIVE (1-STORY
 GV5994'BRICK RESIDENCE).
 GV5994'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5994'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5994'3.  IT IS LOCATED 1.07 M (3.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV5994'ROUTE 712 (YORK POINT DRIVE), 26.52 M (87.0 FT) EAST OF UTILITY POLE
 GV5994'20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5995 ***********************************************************************
 GV5995  DESIGNATION -  087
 GV5995  PID         -  GV5995
 GV5995  STATE/COUNTY-  VA/YORK
 GV5995  USGS QUAD   -  POQUOSON WEST (1983)
 GV5995
 GV5995                         *CURRENT SURVEY CONTROL
 GV5995  ___________________________________________________________________
 GV5995* NAD 83(1993)-  37 10 33.85358(N)    076 27 38.12682(W)     ADJUSTED  
 GV5995* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 GV5995  ___________________________________________________________________
 GV5995  X           -   1,191,216.595 (meters)                     COMP
 GV5995  Y           -  -4,946,782.435 (meters)                     COMP
 GV5995  Z           -   3,832,963.895 (meters)                     COMP
 GV5995  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 GV5995  ELLIP HEIGHT-         -27.55  (meters)          (06/04/02) GPS OBS
 GV5995  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 GV5995
 GV5995  HORZ ORDER  -  SECOND
 GV5995  ELLP ORDER  -  FOURTH    CLASS II
 GV5995
 GV5995.The horizontal coordinates were established by GPS observations
 GV5995.and adjusted by the National Geodetic Survey in September 1995..
 GV5995
 GV5995.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5995
 GV5995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5995
 GV5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5995
 GV5995.The ellipsoidal height was determined by GPS observations
 GV5995.and is referenced to NAD 83.
 GV5995
 GV5995.The geoid height was determined by GEOID03.
 GV5995
 GV5995;                    North         East     Units Scale Factor Converg.
 GV5995;SPC VA S     - 1,095,478.269 3,681,088.827   MT  0.99995095   +1 14 16.0
 GV5995;SPC VA S     - 3,594,081.62 12,077,038.93   sFT  0.99995095   +1 14 16.0
 GV5995;UTM  18      - 4,115,403.503   370,338.819   MT  0.99980710   -0 52 57.8
 GV5995
 GV5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5995!SPC VA S     -   1.00000432  x   0.99995095  =   0.99995527
 GV5995!UTM  18      -   1.00000432  x   0.99980710  =   0.99981142
 GV5995
 GV5995                          SUPERSEDED SURVEY CONTROL
 GV5995
 GV5995  ELLIP H (09/08/95)  -27.44   (m)                       GP(       ) 4 2
 GV5995  NAD 83(1986)-  37 10 33.86362(N)    076 27 38.15828(W) AD(       ) 2
 GV5995  NGVD 29 (12/05/90)    9.0    (m)           30.     (f) GPS OBS        
 GV5995
 GV5995.Superseded values are not recommended for survey control.
 GV5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5995.See file dsdata.txt to determine how the superseded data were derived.
 GV5995
 GV5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7033915404(NAD 83)
 GV5995_MARKER: DD = SURVEY DISK
 GV5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5995_SP_SET: CONCRETE POST
 GV5995_STAMPING: STATION NO. 087
 GV5995_MARK LOGO: VA-199
 GV5995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5995+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5995
 GV5995  HISTORY     - Date     Condition        Report By
 GV5995  HISTORY     - 1988     MONUMENTED       BSC
 GV5995
 GV5995                          STATION DESCRIPTION
 GV5995
 GV5995'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5995'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5995'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 630
 GV5995'(WOLF TRAP ROAD), PROCEED IN A SOUTHEASTERLY DIRECTION ALONG WOLF TRAP
 GV5995'ROAD FOR APPROXIMATELY 1.1 KM (0.70 MI) TO THE STATION ON THE LEFT
 GV5995'JUST PAST THE INTERSECTION WITH ROUTE 655.
 GV5995'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV5995'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5995'SOUTHEAST CORNER OF THE INTERSECTION OF ROUTES 630 (WOLFTRAP ROAD) AND
 GV5995'655 (ALLENS MILL ROAD), 6.71 M (22.0 FT) EAST OF THE CENTER LINE OF
 GV5995'ROUTE 630, 8.69 M (28.5 FT) SOUTHWEST OF A FIRE HYDRANT (RED AND
 GV5995'WHITE).  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5995'BEARING             DISTANCE
 GV5995'RM 1    S00 10 05W       47.96 M (157.3 FT)
 GV5995'RM 2    N74 23 45E       42.56 M (139.6 FT)
 GV5995'RM 3    N14 53 28W       432.09 M (1417.6 FT)
 GV5995'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5995'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV5995'IT IS LOCATED 1.68 M (5.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV5995'ROUTE 630 (WOLFTRAP ROAD), 1.22 M (4.0 FT) EAST OF A 0.38 M (1.2 FT)
 GV5995'SWEET GUM TREE.
 GV5995'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5995'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5995'2.  IT IS LOCATED EAST OF STATION 087, 3.20 M (10.5 FT) SOUTH OF THE
 GV5995'EDGE OF THE PAVEMENT OF ROUTE 655 (ALLENS MILL ROAD).
 GV5995'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5995'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5995'3.  IT IS LOCATED 8.08 M (26.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV5995'ROUTE 630 (WOLFTRAP ROAD), 8.99 M (29.5 FT) SOUTH OF UTILITY POLE
 GV5995'WJ-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5996 ***********************************************************************
 GV5996  DESIGNATION -  088
 GV5996  PID         -  GV5996
 GV5996  STATE/COUNTY-  VA/YORK
 GV5996  USGS QUAD   -  POQUOSON WEST (1983)
 GV5996
 GV5996                         *CURRENT SURVEY CONTROL
 GV5996  ___________________________________________________________________
 GV5996* NAD 83(1993)-  37 10 32.16570(N)    076 27 09.65914(W)     ADJUSTED  
 GV5996* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 GV5996  ___________________________________________________________________
 GV5996  X           -   1,191,905.651 (meters)                     COMP
 GV5996  Y           -  -4,946,644.281 (meters)                     COMP
 GV5996  Z           -   3,832,919.106 (meters)                     COMP
 GV5996  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GV5996  ELLIP HEIGHT-         -33.06  (meters)          (06/04/02) GPS OBS
 GV5996  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV5996
 GV5996  HORZ ORDER  -  SECOND
 GV5996  ELLP ORDER  -  FOURTH    CLASS II
 GV5996
 GV5996.The horizontal coordinates were established by GPS observations
 GV5996.and adjusted by the National Geodetic Survey in September 1995..
 GV5996
 GV5996.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5996
 GV5996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5996
 GV5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5996
 GV5996.The ellipsoidal height was determined by GPS observations
 GV5996.and is referenced to NAD 83.
 GV5996
 GV5996.The geoid height was determined by GEOID03.
 GV5996
 GV5996;                    North         East     Units Scale Factor Converg.
 GV5996;SPC VA S     - 1,095,441.448 3,681,792.006   MT  0.99995098   +1 14 33.2
 GV5996;SPC VA S     - 3,593,960.82 12,079,345.94   sFT  0.99995098   +1 14 33.2
 GV5996;UTM  18      - 4,115,340.698   371,040.053   MT  0.99980487   -0 52 40.5
 GV5996
 GV5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5996!SPC VA S     -   1.00000519  x   0.99995098  =   0.99995617
 GV5996!UTM  18      -   1.00000519  x   0.99980487  =   0.99981006
 GV5996
 GV5996                          SUPERSEDED SURVEY CONTROL
 GV5996
 GV5996  ELLIP H (09/08/95)  -32.96   (m)                       GP(       ) 4 2
 GV5996  NAD 83(1986)-  37 10 32.17573(N)    076 27 09.69067(W) AD(       ) 2
 GV5996  NGVD 29 (12/05/90)    3.5    (m)           11.     (f) GPS OBS        
 GV5996
 GV5996.Superseded values are not recommended for survey control.
 GV5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5996.See file dsdata.txt to determine how the superseded data were derived.
 GV5996
 GV5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7104015341(NAD 83)
 GV5996_MARKER: DD = SURVEY DISK
 GV5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5996_SP_SET: CONCRETE POST
 GV5996_STAMPING: STATION NO. 088
 GV5996_MARK LOGO: VA-199
 GV5996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5996+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5996
 GV5996  HISTORY     - Date     Condition        Report By
 GV5996  HISTORY     - 1988     MONUMENTED       BSC
 GV5996
 GV5996                          STATION DESCRIPTION
 GV5996
 GV5996'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5996'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5996'STATION FROM THE JUNCTION OF ROUTES 173 (GOODWIN NECK ROAD) AND 630
 GV5996'(WOLF TRAP ROAD), PROCEED IN A SOUTHEASTERLY DIRECTION ALONG WOLF TRAP
 GV5996'ROAD FOR APPROXIMATELY 1.1 KM (0.70 MI) TO THE JUNCTION WITH ROUTE 655
 GV5996'(ALLENS MILL ROAD) AND PROCEED FOR APPROXIMATELY 0.8 KM (0.50 MI) TO
 GV5996'THE STATION ON THE LEFT, OPPOSITE HOUSE NO. 570.
 GV5996'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5996'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 4.72 M
 GV5996'(15.5 FT) NORTH OF THE CENTER LINE OF ROUTE 655 (ALLENS MILL ROAD),
 GV5996'12.34 M (40.5 FT) EAST OF A FIRE HYDRANT (RED AND WHITE).  LOCATION OF
 GV5996'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5996'BEARING             DISTANCE
 GV5996'RM 1    N53 28 11W       22.32 M (73.2 FT)
 GV5996'RM 2    S09 06 40W       19.94 M (65.4 FT)
 GV5996'RM 3    S46 27 13E       200.19 M (656.8 FT)
 GV5996'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5996'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5996'1.IT IS LOCATED 0.46 M (1.5 FT) EAST OF UTILITY POLE DG-15, 6.40 M
 GV5996'(21.0 FT) NORTH OF THE CENTER LINE OF ROUTE 655 (ALLENS MILL ROAD).
 GV5996'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5996'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5996'2.  IT IS LOCATED 0.30 M (1.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 GV5996'CHAIN LINK FENCE OF YORK COUNTY UTILITY PUMP STATION, 12.80 M
 GV5996'(42.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 655 (ALLENS MILL ROAD).
 GV5996'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5996'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5996'3.  IT IS LOCATED 3.96 M (13.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV5996'OF ROUTE 655 (ALLENS MILL ROAD), 2.44 M (8.0 FT) WEST OF UTILITY POLE
 GV5996'571-52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5997 ***********************************************************************
 GV5997  DESIGNATION -  089
 GV5997  PID         -  GV5997
 GV5997  STATE/COUNTY-  VA/YORK
 GV5997  USGS QUAD   -  POQUOSON WEST (1983)
 GV5997
 GV5997                         *CURRENT SURVEY CONTROL
 GV5997  ___________________________________________________________________
 GV5997* NAD 83(1993)-  37 09 32.30524(N)    076 27 46.21029(W)     ADJUSTED  
 GV5997* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 GV5997  ___________________________________________________________________
 GV5997  X           -   1,191,292.601 (meters)                     COMP
 GV5997  Y           -  -4,947,950.003 (meters)                     COMP
 GV5997  Z           -   3,831,456.914 (meters)                     COMP
 GV5997  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 GV5997  ELLIP HEIGHT-         -19.26  (meters)          (06/04/02) GPS OBS
 GV5997  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 GV5997
 GV5997  HORZ ORDER  -  SECOND
 GV5997  ELLP ORDER  -  FOURTH    CLASS II
 GV5997
 GV5997.The horizontal coordinates were established by GPS observations
 GV5997.and adjusted by the National Geodetic Survey in September 1995..
 GV5997
 GV5997.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5997
 GV5997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5997
 GV5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5997
 GV5997.The ellipsoidal height was determined by GPS observations
 GV5997.and is referenced to NAD 83.
 GV5997
 GV5997.The geoid height was determined by GEOID03.
 GV5997
 GV5997;                    North         East     Units Scale Factor Converg.
 GV5997;SPC VA S     - 1,093,577.086 3,680,930.417   MT  0.99995199   +1 14 11.1
 GV5997;SPC VA S     - 3,587,844.16 12,076,519.21   sFT  0.99995199   +1 14 11.1
 GV5997;UTM  18      - 4,113,509.756   370,110.211   MT  0.99980783   -0 53 01.4
 GV5997
 GV5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5997!SPC VA S     -   1.00000302  x   0.99995199  =   0.99995501
 GV5997!UTM  18      -   1.00000302  x   0.99980783  =   0.99981085
 GV5997
 GV5997                          SUPERSEDED SURVEY CONTROL
 GV5997
 GV5997  ELLIP H (09/08/95)  -19.16   (m)                       GP(       ) 4 2
 GV5997  NAD 83(1986)-  37 09 32.31515(N)    076 27 46.24199(W) AD(       ) 2
 GV5997  NGVD 29 (12/05/90)   17.2    (m)           56.     (f) GPS OBS        
 GV5997
 GV5997.Superseded values are not recommended for survey control.
 GV5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5997.See file dsdata.txt to determine how the superseded data were derived.
 GV5997
 GV5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7011013510(NAD 83)
 GV5997_MARKER: DD = SURVEY DISK
 GV5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5997_SP_SET: CONCRETE POST
 GV5997_STAMPING: STATION NO. 089
 GV5997_MARK LOGO: VA-199
 GV5997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5997+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5997
 GV5997  HISTORY     - Date     Condition        Report By
 GV5997  HISTORY     - 1988     MONUMENTED       BSC
 GV5997
 GV5997                          STATION DESCRIPTION
 GV5997
 GV5997'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5997'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5997'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE 620 (ORIANA
 GV5997'ROAD), PROCEED IN A NORTHWESTERLYLY DIRECTION ALONG ROUTE 17 FOR
 GV5997'APPROXIMATELY 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT JUST AFTER
 GV5997'THE JUNCTION WITH GRAFTON STATION LANE.
 GV5997'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5997'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5997'NORTHEAST CORNER OF THE INTERSECTION OF ROUTE 17 (GEORGE WASHINGTON
 GV5997'HIGHWAY) AND GRAFTON STATION LANE, 12.13 M (39.8 FT) SOUTH OF THE
 GV5997'HARDEES SIGN, 9.54 M (31.3 FT) WEST OF THE LAMP POST.  LOCATION OF
 GV5997'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5997'BEARING             DISTANCE
 GV5997'RM 1    S22 55 44E       29.08 M (95.4 FT)
 GV5997'RM 2    S73 21 53W       46.79 M (153.5 FT)
 GV5997'RM 3    N19 46 48W       663.63 M (2177.3 FT)
 GV5997'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5997'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV5997'1.IT IS LOCATED 11.58 M (38.0 FT) SOUTH OF THE CENTER LINE OF THE
 GV5997'EASTBOUND LANE OF GRAFTON STATION LANE, 13.87 M (45.5 FT) EAST OF THE
 GV5997'EDGE OF THE CONCRETE PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17
 GV5997'(GEORGE WASHINGTON HIGHWAY).
 GV5997'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5997'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5997'2.  IT IS LOCATED 6.40 M (21.0 FT) SOUTHWEST OF UTILITY POLE VJ-25,
 GV5997'5.18 M (17.0 FT) EAST OF UTILITY POLE VJ-05.
 GV5997'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5997'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5997'3.  IT IS LOCATED 4.57 M (15.0 FT) EAST OF THE EDGE OF THE CONCRETE
 GV5997'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON
 GV5997'HIGHWAY), 1.07 M (3.5 FT) NORTHWEST OF UTILITY POLE MV-58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5998 ***********************************************************************
 GV5998  DESIGNATION -  090
 GV5998  PID         -  GV5998
 GV5998  STATE/COUNTY-  VA/YORK
 GV5998  USGS QUAD   -  POQUOSON WEST (1983)
 GV5998
 GV5998                         *CURRENT SURVEY CONTROL
 GV5998  ___________________________________________________________________
 GV5998* NAD 83(1993)-  37 10 09.21267(N)    076 26 17.98844(W)     ADJUSTED  
 GV5998* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 GV5998  ___________________________________________________________________
 GV5998  X           -   1,193,244.974 (meters)                     COMP
 GV5998  Y           -  -4,946,760.907 (meters)                     COMP
 GV5998  Z           -   3,832,355.082 (meters)                     COMP
 GV5998  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 GV5998  ELLIP HEIGHT-         -33.39  (meters)          (06/04/02) GPS OBS
 GV5998  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 GV5998
 GV5998  HORZ ORDER  -  SECOND
 GV5998  ELLP ORDER  -  FOURTH    CLASS II
 GV5998
 GV5998.The horizontal coordinates were established by GPS observations
 GV5998.and adjusted by the National Geodetic Survey in September 1995..
 GV5998
 GV5998.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5998
 GV5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5998
 GV5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5998
 GV5998.The ellipsoidal height was determined by GPS observations
 GV5998.and is referenced to NAD 83.
 GV5998
 GV5998.The geoid height was determined by GEOID03.
 GV5998
 GV5998;                    North         East     Units Scale Factor Converg.
 GV5998;SPC VA S     - 1,094,761.791 3,683,081.731   MT  0.99995136   +1 15 04.6
 GV5998;SPC VA S     - 3,591,730.98 12,083,577.31   sFT  0.99995136   +1 15 04.6
 GV5998;UTM  18      - 4,114,613.895   372,303.560   MT  0.99980087   -0 52 08.8
 GV5998
 GV5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5998!SPC VA S     -   1.00000524  x   0.99995136  =   0.99995660
 GV5998!UTM  18      -   1.00000524  x   0.99980087  =   0.99980611
 GV5998
 GV5998                          SUPERSEDED SURVEY CONTROL
 GV5998
 GV5998  ELLIP H (09/08/95)  -33.30   (m)                       GP(       ) 4 2
 GV5998  NAD 83(1986)-  37 10 09.22258(N)    076 26 18.02013(W) AD(       ) 2
 GV5998  NGVD 29 (12/05/90)    3.2    (m)           10.     (f) GPS OBS        
 GV5998
 GV5998.Superseded values are not recommended for survey control.
 GV5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5998.See file dsdata.txt to determine how the superseded data were derived.
 GV5998
 GV5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7230414614(NAD 83)
 GV5998_MARKER: DD = SURVEY DISK
 GV5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5998_SP_SET: CONCRETE POST
 GV5998_STAMPING: STATION NO. 090
 GV5998_MARK LOGO: VA-199
 GV5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5998+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 GV5998
 GV5998  HISTORY     - Date     Condition        Report By
 GV5998  HISTORY     - 1988     MONUMENTED       BSC
 GV5998  HISTORY     - 20041215 GOOD             DEWDAV
 GV5998
 GV5998                          STATION DESCRIPTION
 GV5998
 GV5998'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5998'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV5998'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV5998'MEDIAN AT THE NORTHEAST CORNER OF THE INTERSECTION OF ROUTES 620
 GV5998'(RAILWAY ROAD) AND 621 (DARE ROAD), 6.55 M (21.5 FT) EAST OF THE
 GV5998'CENTER LINE OF ROUTE 620, 13.11 M (43.0 FT) NORTH OF THE CENTER LINE
 GV5998'OF ROUTE 621.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV5998'STATION
 GV5998'BEARING             DISTANCE
 GV5998'RM 1    S05 08 37E       24.93 M (81.8 FT)
 GV5998'RM 2    S87 14 26W       13.48 M (44.2 FT)
 GV5998'RM 3    N07 00 49W       310.81 M (1019.7 FT)
 GV5998'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5998'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV5998'IT IS LOCATED 6.25 M (20.5 FT) EAST OF THE CENTER LINE OF ROUTE 620
 GV5998'(LAKESIDE DRIVE), 17.85 M (58.6 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5998'621 (DARE ROAD).
 GV5998'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5998'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5998'2.  IT IS LOCATED 7.01 M (23.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5998'620 (RAILWAY ROAD), OPPOSITE STATION 090.
 GV5998'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV5998'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5998'3.  IT IS LOCATED 1.52 M (5.0 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV5998'ROUTE 620 (RAILWAY ROAD), 14.78 M (48.5 FT) EAST OF THE CENTER LINE OF
 GV5998'ROUTE 702 (JETHRO LANE).
 GV5998
 GV5998                          STATION RECOVERY (2004)
 GV5998
 GV5998'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 GV5998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5999 ***********************************************************************
 GV5999  DESIGNATION -  091
 GV5999  PID         -  GV5999
 GV5999  STATE/COUNTY-  VA/YORK
 GV5999  USGS QUAD   -  POQUOSON WEST (1983)
 GV5999
 GV5999                         *CURRENT SURVEY CONTROL
 GV5999  ___________________________________________________________________
 GV5999* NAD 83(1993)-  37 10 31.37993(N)    076 25 52.18927(W)     ADJUSTED  
 GV5999* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 GV5999  ___________________________________________________________________
 GV5999  X           -   1,193,766.783 (meters)                     COMP
 GV5999  Y           -  -4,946,210.081 (meters)                     COMP
 GV5999  Z           -   3,832,899.479 (meters)                     COMP
 GV5999  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 GV5999  ELLIP HEIGHT-         -33.60  (meters)          (06/04/02) GPS OBS
 GV5999  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 GV5999
 GV5999  HORZ ORDER  -  SECOND
 GV5999  ELLP ORDER  -  FOURTH    CLASS II
 GV5999
 GV5999.The horizontal coordinates were established by GPS observations
 GV5999.and adjusted by the National Geodetic Survey in September 1995..
 GV5999
 GV5999.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5999
 GV5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5999
 GV5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5999
 GV5999.The ellipsoidal height was determined by GPS observations
 GV5999.and is referenced to NAD 83.
 GV5999
 GV5999.The geoid height was determined by GEOID03.
 GV5999
 GV5999;                    North         East     Units Scale Factor Converg.
 GV5999;SPC VA S     - 1,095,458.889 3,683,703.054   MT  0.99995099   +1 15 20.3
 GV5999;SPC VA S     - 3,594,018.04 12,085,615.77   sFT  0.99995099   +1 15 20.3
 GV5999;UTM  18      - 4,115,287.424   372,950.152   MT  0.99979884   -0 51 53.7
 GV5999
 GV5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5999!SPC VA S     -   1.00000527  x   0.99995099  =   0.99995626
 GV5999!UTM  18      -   1.00000527  x   0.99979884  =   0.99980411
 GV5999
 GV5999                          SUPERSEDED SURVEY CONTROL
 GV5999
 GV5999  ELLIP H (09/08/95)  -33.51   (m)                       GP(       ) 4 2
 GV5999  NAD 83(1986)-  37 10 31.38985(N)    076 25 52.22093(W) AD(       ) 2
 GV5999  NGVD 29 (12/05/90)    3.0    (m)           10.     (f) GPS OBS        
 GV5999
 GV5999.Superseded values are not recommended for survey control.
 GV5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5999.See file dsdata.txt to determine how the superseded data were derived.
 GV5999
 GV5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7295015287(NAD 83)
 GV5999_MARKER: DD = SURVEY DISK
 GV5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5999_SP_SET: CONCRETE POST
 GV5999_STAMPING: STATION NO. 091
 GV5999_MARK LOGO: VA-199
 GV5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5999+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV5999
 GV5999  HISTORY     - Date     Condition        Report By
 GV5999  HISTORY     - 1988     MONUMENTED       BSC
 GV5999
 GV5999                          STATION DESCRIPTION
 GV5999
 GV5999'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV5999'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV5999'STATION FROM THE INTERSECTION OF ROUTES 620 (RAILWAY ROAD) AND 621
 GV5999'(DARE ROAD), PROCEED IN A NORTHERLY THEN EASTERLY DIRECTION ALONG
 GV5999'RAILWAY ROAD FOR APPROXIMATELY 1.1 KM (0.70 MI) TO THE STATION ON THE
 GV5999'LEFT JUST BEFORE THE JUNCTION WITH WALTERS LANE.
 GV5999'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV5999'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV5999'NORTHWEST CORNER OF THE INTERSECTION OF ROUTE 620 (RAILWAY ROAD) AND
 GV5999'WALTERS LANE (PRIVATE), 7.47 M (24.5 FT) NORTH OF THE CENTER LINE OF
 GV5999'ROUTE 620, 8.23 M (27.0 FT) SOUTHWEST OF UTILITY POLE PG-84.  LOCATION
 GV5999'OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV5999'BEARING             DISTANCE
 GV5999'RM 1    N74 24 20E       72.87 M (239.1 FT)
 GV5999'RM 2    S15 33 01E       14.24 M (46.7 FT)
 GV5999'RM 3    S74 33 57W       488.26 M (1601.9 FT)
 GV5999'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV5999'(0.1 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV5999'IT IS LOCATED 2.29 M (7.5 FT) SOUTHWEST OF UTILITY POLE QG-59, 7.92 M
 GV5999'(26.0 FT) NORTH OF THE CENTER LINE OF ROUTE 620 (RAILWAY ROAD).
 GV5999'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV5999'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5999'2.  IT IS LOCATED 6.71 M (22.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV5999'620 (RAILWAY ROAD), OPPOSITE STATION 091.
 GV5999'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV5999'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV5999'3.  IT IS LOCATED 7.47 M (24.5 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV5999'620 (RAILWAY ROAD), 8.53 M (28.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV5999'1221 (ROBS ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6000 ***********************************************************************
 GV6000  DESIGNATION -  092
 GV6000  PID         -  GV6000
 GV6000  STATE/COUNTY-  VA/YORK
 GV6000  USGS QUAD   -  POQUOSON WEST (1983)
 GV6000
 GV6000                         *CURRENT SURVEY CONTROL
 GV6000  ___________________________________________________________________
 GV6000* NAD 83(1993)-  37 10 42.34459(N)    076 25 27.50988(W)     ADJUSTED  
 GV6000* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 GV6000  ___________________________________________________________________
 GV6000  X           -   1,194,310.576 (meters)                     COMP
 GV6000  Y           -  -4,945,868.399 (meters)                     COMP
 GV6000  Z           -   3,833,168.596 (meters)                     COMP
 GV6000  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GV6000  ELLIP HEIGHT-         -33.94  (meters)          (06/04/02) GPS OBS
 GV6000  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 GV6000
 GV6000  HORZ ORDER  -  SECOND
 GV6000  ELLP ORDER  -  FOURTH    CLASS II
 GV6000
 GV6000.The horizontal coordinates were established by GPS observations
 GV6000.and adjusted by the National Geodetic Survey in September 1995..
 GV6000
 GV6000.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6000
 GV6000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6000
 GV6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6000
 GV6000.The ellipsoidal height was determined by GPS observations
 GV6000.and is referenced to NAD 83.
 GV6000
 GV6000.The geoid height was determined by GEOID03.
 GV6000
 GV6000;                    North         East     Units Scale Factor Converg.
 GV6000;SPC VA S     - 1,095,810.172 3,684,304.251   MT  0.99995082   +1 15 35.2
 GV6000;SPC VA S     - 3,595,170.54 12,087,588.20   sFT  0.99995082   +1 15 35.2
 GV6000;UTM  18      - 4,115,616.170   373,563.842   MT  0.99979693   -0 51 39.0
 GV6000
 GV6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6000!SPC VA S     -   1.00000533  x   0.99995082  =   0.99995615
 GV6000!UTM  18      -   1.00000533  x   0.99979693  =   0.99980226
 GV6000
 GV6000:                Primary Azimuth Mark                     Grid Az
 GV6000:SPC VA S     -  093                                      039 50 53.8
 GV6000:UTM  18      -  093                                      041 58 08.0
 GV6000
 GV6000|---------------------------------------------------------------------|
 GV6000| PID    Reference Object                     Distance      Geod. Az  |
 GV6000|                                                           dddmmss.s |
 GV6000| GV6001 093                                 APPROX. 0.5 KM 0410629.0 |
 GV6000|---------------------------------------------------------------------|
 GV6000
 GV6000                          SUPERSEDED SURVEY CONTROL
 GV6000
 GV6000  ELLIP H (09/08/95)  -33.84   (m)                       GP(       ) 4 2
 GV6000  NAD 83(1986)-  37 10 42.35451(N)    076 25 27.54154(W) AD(       ) 2
 GV6000  NGVD 29 (12/05/90)    2.7    (m)            9.     (f) GPS OBS        
 GV6000
 GV6000.Superseded values are not recommended for survey control.
 GV6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6000.See file dsdata.txt to determine how the superseded data were derived.
 GV6000
 GV6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7356415616(NAD 83)
 GV6000_MARKER: DD = SURVEY DISK
 GV6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6000_SP_SET: CONCRETE POST
 GV6000_STAMPING: STATION NO. 092
 GV6000_MARK LOGO: VA-199
 GV6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6000+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6000
 GV6000  HISTORY     - Date     Condition        Report By
 GV6000  HISTORY     - 1988     MONUMENTED       BSC
 GV6000
 GV6000                          STATION DESCRIPTION
 GV6000
 GV6000'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6000'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6000'STATION FROM THE INTERSECTION OF ROUTE 620 (RAILWAY ROAD) AND 621
 GV6000'(DARE ROAD), PROCEED IN A NORTHERLY THEN EASTERLY DIRECTION FOR
 GV6000'APPROXIMATELY 1.4 KM (0.85 MI) TO THE JUNCTION WITH LINK ROAD.  BEAR
 GV6000'LEFT AND CONTINUE ALONG RAILWAY ROAD FOR APPROXIMATELY 0.45 KM
 GV6000'(0.30 MI) TO THE STATION STRAIGHT AHEAD AT THE INTERSECTION WITH ROUTE
 GV6000'657 (WYNNE ROAD).
 GV6000'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6000'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6000'INTERSECTION OF ROUTES 617 (RAILWAY ROAD) AND 657 (WYNNE ROAD), ON THE
 GV6000'CENTER LINE (PROJECTED) OF ROUTE 617, 3.20 M (10.5 FT) EAST OF THE
 GV6000'CENTER LINE OF ROUTE 657, 3.05 M (10.0 FT) NORTH OF THE UTILITY POLE
 GV6000'ON THE EAST SIDE OF ROUTE 657.  LOCATION OF REFERENCE MARKS RELATIVE
 GV6000'TO THE MAIN STATION
 GV6000'BEARING             DISTANCE
 GV6000'RM 1    N39 22 10W       20.34 M (66.7 FT)
 GV6000'RM 2    S11 17 49W       14.58 M (47.8 FT)
 GV6000'STATION 093    N32 15 19W       188.39 M (618.1 FT)
 GV6000'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6000'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6000'IT IS LOCATED 4.42 M (14.5 FT) WEST OF THE CENTER LINE OF ROUTE 617
 GV6000'(RAILWAY ROAD), 1.07 M (3.5 FT) SOUTH OF A 0.61 M (2.0 FT) PINE TREE,
 GV6000'ADJACENT THE BARBED WIRE PASTURE FENCE.
 GV6000'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6000'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6000'2.  IT IS LOCATED 0.61 M (2.0 FT) SOUTH OF THE STREET SIGN, 6.71 M
 GV6000'(22.0 FT) WEST OF THE CENTER LINE OF ROUTE 657 (WYNNE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6001 ***********************************************************************
 GV6001  DESIGNATION -  093
 GV6001  PID         -  GV6001
 GV6001  STATE/COUNTY-  VA/YORK
 GV6001  USGS QUAD   -  POQUOSON WEST (1983)
 GV6001
 GV6001                         *CURRENT SURVEY CONTROL
 GV6001  ___________________________________________________________________
 GV6001* NAD 83(1993)-  37 10 55.55815(N)    076 25 13.09917(W)     ADJUSTED  
 GV6001* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 GV6001  ___________________________________________________________________
 GV6001  X           -   1,194,598.124 (meters)                     COMP
 GV6001  Y           -  -4,945,544.861 (meters)                     COMP
 GV6001  Z           -   3,833,492.522 (meters)                     COMP
 GV6001  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV6001  ELLIP HEIGHT-         -34.97  (meters)          (06/04/02) GPS OBS
 GV6001  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 GV6001
 GV6001  HORZ ORDER  -  SECOND
 GV6001  ELLP ORDER  -  FOURTH    CLASS II
 GV6001
 GV6001.The horizontal coordinates were established by GPS observations
 GV6001.and adjusted by the National Geodetic Survey in September 1995..
 GV6001
 GV6001.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6001
 GV6001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6001
 GV6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6001
 GV6001.The ellipsoidal height was determined by GPS observations
 GV6001.and is referenced to NAD 83.
 GV6001
 GV6001.The geoid height was determined by GEOID03.
 GV6001
 GV6001;                    North         East     Units Scale Factor Converg.
 GV6001;SPC VA S     - 1,096,225.224 3,684,650.652   MT  0.99995061   +1 15 44.0
 GV6001;SPC VA S     - 3,596,532.26 12,088,724.68   sFT  0.99995061   +1 15 44.0
 GV6001;UTM  18      - 4,116,018.058   373,925.308   MT  0.99979580   -0 51 30.5
 GV6001
 GV6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6001!SPC VA S     -   1.00000549  x   0.99995061  =   0.99995610
 GV6001!UTM  18      -   1.00000549  x   0.99979580  =   0.99980129
 GV6001
 GV6001:                Primary Azimuth Mark                     Grid Az
 GV6001:SPC VA S     -  092                                      219 50 53.7
 GV6001:UTM  18      -  092                                      221 58 08.2
 GV6001
 GV6001|---------------------------------------------------------------------|
 GV6001| PID    Reference Object                     Distance      Geod. Az  |
 GV6001|                                                           dddmmss.s |
 GV6001| GV6000 092                                 APPROX. 0.5 KM 2210637.7 |
 GV6001|---------------------------------------------------------------------|
 GV6001
 GV6001                          SUPERSEDED SURVEY CONTROL
 GV6001
 GV6001  ELLIP H (09/08/95)  -34.87   (m)                       GP(       ) 4 2
 GV6001  NAD 83(1986)-  37 10 55.56808(N)    076 25 13.13081(W) AD(       ) 2
 GV6001  NGVD 29 (12/05/90)    1.6    (m)            5.     (f) GPS OBS        
 GV6001
 GV6001.Superseded values are not recommended for survey control.
 GV6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6001.See file dsdata.txt to determine how the superseded data were derived.
 GV6001
 GV6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7392516018(NAD 83)
 GV6001_MARKER: DD = SURVEY DISK
 GV6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6001_SP_SET: CONCRETE POST
 GV6001_STAMPING: STATION NO. 093
 GV6001_MARK LOGO: VA-199
 GV6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6001+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6001
 GV6001  HISTORY     - Date     Condition        Report By
 GV6001  HISTORY     - 1988     MONUMENTED       BSC
 GV6001
 GV6001                          STATION DESCRIPTION
 GV6001
 GV6001'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6001'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6001'STATION FROM THE INTERSECTION OF ROUTES 620 (RAILWAY ROAD) AND 621
 GV6001'(DARE ROAD), PROCEED IN A NORTHERLY THEN EASTERLY DIRECTION FOR
 GV6001'APPROXIMATELY 1.4 KM (0.85 MI) TO THE JUNCTION WITH LINK ROAD.  BEAR
 GV6001'LEFT AND CONTINUE IN A NORTHEASTERLY DIRECTION ALONG RAILWAY ROAD FOR
 GV6001'APPROXIMATELY 0.45 KM (0.30 MI) TO THE INTERSECTION WITH ROUTE 657
 GV6001'(WYNNE ROAD).  TURN LEFT AND PROCEED IN A NORTHWESTERLY DIRECTION
 GV6001'ALONG RAILWAY ROAD FOR APPROXIMATELY 0.20 KM (0.10 MI) TO A T
 GV6001'INTERSECTION.  TURN RIGHT AND CONTINUE IN A EASTERLY DIRECTION ALONG
 GV6001'RAILWAY ROAD FOR 0.50 KM (0.30 MI) TO A CUL-DE-SAC AND THE STATION ON
 GV6001'THE LEFT.
 GV6001'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6001'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE END OF
 GV6001'ROUTE 617 (RAILWAY ROAD), 2.44 M (8.0 FT) NORTH OF THE EDGE OF THE
 GV6001'PAVEMENT OF ROUTE 617, 9.45 M (31.0 FT) WEST OF THE NORTHWEST CORNER
 GV6001'OF A WOOD FRAME GARAGE.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV6001'MAIN STATION
 GV6001'BEARING             DISTANCE
 GV6001'RM 1    S65 13 01W       31.02 M (101.8 FT)
 GV6001'RM 2    S21 08 51E       21.16 M (69.4 FT)
 GV6001'RM 3    S60 13 19W       514.93 M (1689.4 FT)
 GV6001'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6001'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6001'IT IS LOCATED 5.33 M (17.5 FT) NORTH OF THE CENTER LINE OF ROUTE 617
 GV6001'(RAILWAY ROAD), 4.11 M (13.5 FT) SOUTHEAST OF UTILITY POLE VL-70.
 GV6001'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6001'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6001'2.  IT IS LOCATED 17.53 M (57.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6001'617 (RAILWAY ROAD), OPPOSITE STATION 093.
 GV6001'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6001'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6001'3.  IT IS LOCATED 0.30 M (1.0 FT) SOUTH OF A WOOD FENCE CORNER POST,
 GV6001'6.25 M (20.5 FT) WEST OF THE CENTER LINE OF ROUTE 617 (RAILWAY ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6002 ***********************************************************************
 GV6002  DESIGNATION -  094
 GV6002  PID         -  GV6002
 GV6002  STATE/COUNTY-  VA/YORK
 GV6002  USGS QUAD   -  POQUOSON WEST (1983)
 GV6002
 GV6002                         *CURRENT SURVEY CONTROL
 GV6002  ___________________________________________________________________
 GV6002* NAD 83(1993)-  37 10 24.58788(N)    076 24 45.35660(W)     ADJUSTED  
 GV6002* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 GV6002  ___________________________________________________________________
 GV6002  X           -   1,195,398.765 (meters)                     COMP
 GV6002  Y           -  -4,945,944.678 (meters)                     COMP
 GV6002  Z           -   3,832,731.608 (meters)                     COMP
 GV6002  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV6002  ELLIP HEIGHT-         -35.31  (meters)          (06/04/02) GPS OBS
 GV6002  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 GV6002
 GV6002  HORZ ORDER  -  SECOND
 GV6002  ELLP ORDER  -  FOURTH    CLASS II
 GV6002
 GV6002.The horizontal coordinates were established by GPS observations
 GV6002.and adjusted by the National Geodetic Survey in September 1995..
 GV6002
 GV6002.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6002
 GV6002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6002
 GV6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6002
 GV6002.The ellipsoidal height was determined by GPS observations
 GV6002.and is referenced to NAD 83.
 GV6002
 GV6002.The geoid height was determined by GEOID03.
 GV6002
 GV6002;                    North         East     Units Scale Factor Converg.
 GV6002;SPC VA S     - 1,095,285.852 3,685,355.869   MT  0.99995110   +1 16 00.8
 GV6002;SPC VA S     - 3,593,450.33 12,091,038.38   sFT  0.99995110   +1 16 00.8
 GV6002;UTM  18      - 4,115,053.385   374,595.177   MT  0.99979373   -0 51 13.1
 GV6002
 GV6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6002!SPC VA S     -   1.00000554  x   0.99995110  =   0.99995664
 GV6002!UTM  18      -   1.00000554  x   0.99979373  =   0.99979927
 GV6002
 GV6002                          SUPERSEDED SURVEY CONTROL
 GV6002
 GV6002  ELLIP H (09/08/95)  -35.22   (m)                       GP(       ) 4 2
 GV6002  NAD 83(1986)-  37 10 24.59780(N)    076 24 45.38829(W) AD(       ) 2
 GV6002  NGVD 29 (12/05/90)    1.3    (m)            4.     (f) GPS OBS        
 GV6002
 GV6002.Superseded values are not recommended for survey control.
 GV6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6002.See file dsdata.txt to determine how the superseded data were derived.
 GV6002
 GV6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7459515053(NAD 83)
 GV6002_MARKER: DD = SURVEY DISK
 GV6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6002_SP_SET: CONCRETE POST
 GV6002_STAMPING: STATION NO. 094
 GV6002_MARK LOGO: VA-199
 GV6002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6002+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6002
 GV6002  HISTORY     - Date     Condition        Report By
 GV6002  HISTORY     - 1988     MONUMENTED       BSC
 GV6002
 GV6002                          STATION DESCRIPTION
 GV6002
 GV6002'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6002'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6002'STATION FROM THE INTERSECTION OF ROUTES 621 (DARE ROAD) AND 620 (LINK
 GV6002'ROAD), PROCEED NORTH ALONG ROUTE 620 FOR APPROXIMATELY 0.95 KM
 GV6002'(0.60 MI)  TO THE INTERSECTION WITH SHIP POINT ROAD (ROUTE 614).  TURN
 GV6002'RIGHT AND CONYINUE ALONG SHIP POINT ROAD FOR APPROXIMATELY 0.95 KM
 GV6002'(0.60 MI) TO THE INTERSECTION WITH ROUTE 619 (ANCHOR DRIVE).  BEAR
 GV6002'LEFT AND CONTINUE NORTHERLY ALONG ANCHOR DRIVE FOR APPROXIMATELY 0.35
 GV6002'KM (0.20 MI) TO THE STATION ON THE RIGHT.
 GV6002'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6002'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 619
 GV6002'(ANCHOR DRIVE), NORTH OF THE INTERSECTION WITH ROUTE 614 (SHIP POINT
 GV6002'ROAD), 5.79 M (19.0 FT) EAST OF THE CENTER LINE OF ROUTE 619, 4.42 M
 GV6002'(14.5 FT) NORTHWEST OF UTILITY POLE DF-19.  LOCATION OF REFERENCE
 GV6002'MARKS RELATIVE TO THE MAIN STATION
 GV6002'BEARING             DISTANCE
 GV6002'RM 1    N09 40 22W       91.44 M (300.0 FT)
 GV6002'RM 2    N89 20 11W       11.03 M (36.2 FT)
 GV6002'RM 3    S13 59 18W       110.15 M (361.4 FT)
 GV6002'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6002'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6002'IT IS LOCATED 6.71 M (22.0 FT) EAST OF THE CENTER LINE OF ROUTE 619
 GV6002'(ANCHOR DRIVE), 7.62 M (25.0 FT) SOUTH OF THE CENTER LINE OF ANCHOR
 GV6002'LANE (PRIVATE GRAVEL ROAD).
 GV6002'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV6002'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6002'2.  IT IS LOCATED 5.64 M (18.5 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6002'619 (ANCHOR LANE) OPPOSITE STATION 094.
 GV6002'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6002'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6002'3.  IT IS LOCATED AT THE INTERSECTION OF ROUTES 619 (ANCHOR DRIVE) AND
 GV6002'614 (SHIP POINT ROAD), 0.76 M (2.5 FT) NORTHWEST OF THE STREET SIGN,
 GV6002'2.44 M (8.0 FT) SOUTHWEST OF UTILITY POLE BE-73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6003 ***********************************************************************
 GV6003  DESIGNATION -  095
 GV6003  PID         -  GV6003
 GV6003  STATE/COUNTY-  VA/YORK
 GV6003  USGS QUAD   -  POQUOSON WEST (1983)
 GV6003
 GV6003                         *CURRENT SURVEY CONTROL
 GV6003  ___________________________________________________________________
 GV6003* NAD 83(1993)-  37 09 43.58109(N)    076 25 20.53145(W)     ADJUSTED  
 GV6003* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 GV6003  ___________________________________________________________________
 GV6003  X           -   1,194,734.944 (meters)                     COMP
 GV6003  Y           -  -4,946,892.280 (meters)                     COMP
 GV6003  Z           -   3,831,725.357 (meters)                     COMP
 GV6003  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 GV6003  ELLIP HEIGHT-         -33.47  (meters)          (06/04/02) GPS OBS
 GV6003  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 GV6003
 GV6003  HORZ ORDER  -  SECOND
 GV6003  ELLP ORDER  -  FOURTH    CLASS II
 GV6003
 GV6003.The horizontal coordinates were established by GPS observations
 GV6003.and adjusted by the National Geodetic Survey in September 1995..
 GV6003
 GV6003.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6003
 GV6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6003
 GV6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6003
 GV6003.The ellipsoidal height was determined by GPS observations
 GV6003.and is referenced to NAD 83.
 GV6003
 GV6003.The geoid height was determined by GEOID03.
 GV6003
 GV6003;                    North         East     Units Scale Factor Converg.
 GV6003;SPC VA S     - 1,094,002.923 3,684,516.206   MT  0.99995179   +1 15 39.5
 GV6003;SPC VA S     - 3,589,241.26 12,088,283.59   sFT  0.99995179   +1 15 39.5
 GV6003;UTM  18      - 4,113,802.597   373,708.760   MT  0.99979648   -0 51 33.6
 GV6003
 GV6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6003!SPC VA S     -   1.00000525  x   0.99995179  =   0.99995704
 GV6003!UTM  18      -   1.00000525  x   0.99979648  =   0.99980173
 GV6003
 GV6003                          SUPERSEDED SURVEY CONTROL
 GV6003
 GV6003  ELLIP H (09/08/95)  -33.38   (m)                       GP(       ) 4 2
 GV6003  NAD 83(1986)-  37 09 43.59099(N)    076 25 20.56322(W) AD(       ) 2
 GV6003  NGVD 29 (12/05/90)    3.1    (m)           10.     (f) GPS OBS        
 GV6003
 GV6003.Superseded values are not recommended for survey control.
 GV6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6003.See file dsdata.txt to determine how the superseded data were derived.
 GV6003
 GV6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7370913803(NAD 83)
 GV6003_MARKER: DD = SURVEY DISK
 GV6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6003_SP_SET: CONCRETE POST
 GV6003_STAMPING: STATION NO. 095
 GV6003_MARK LOGO: VA-199
 GV6003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6003+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6003
 GV6003  HISTORY     - Date     Condition        Report By
 GV6003  HISTORY     - 1988     MONUMENTED       BSC
 GV6003
 GV6003                          STATION DESCRIPTION
 GV6003
 GV6003'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6003'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.
 GV6003'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6003'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6003'SOUTHEAST CORNER OF THE INTERSECTION OF ROUTES 620 (HOLLY POINT ROAD)
 GV6003'AND 621 (DARE ROAD), 2.38 M (7.8 FT) EAST OF THE STOP SIGN, 7.47 M
 GV6003'(24.5 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE 620, 11.28 M
 GV6003'(37.0 FT) SOUTHWEST OF THE CENTER LINE OF ROUTE 621.  LOCATION OF
 GV6003'RELATIVE TO THE MAIN STATION
 GV6003'BEARING             DISTANCE
 GV6003'RM 1    N47 51 03W       26.59 M (87.2 FT)
 GV6003'RM 2    S34 26 18W       21.67 M (71.1 FT)
 GV6003'RM 3    N01 33 39E       357.99 M (1174.5 FT)
 GV6003'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV6003'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6003'1.IT IS LOCATED 10.06 M (33.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV6003'ROUTE 620 (LINK ROAD), 8.23 M (27.0 FT) NORTHEAST OF THE CENTER LINE
 GV6003'OF ROUTE 621 (DARE ROAD).
 GV6003'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6003'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6003'2.  IT IS LOCATED 5.64 M (18.5 FT) SOUTHWEST OF THE CENTER LINE OF
 GV6003'ROUTE 620 (HOLLY POINT ROAD), 5.03 M (16.5 FT) NORTHEAST OF UTILITY
 GV6003'POLE UL-84.
 GV6003'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6003'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6003'3.  IT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 GV6003'ROUTES 620 (LINK ROAD) AND 618 (HODGES COVE ROAD), 2.74 M (9.0 FT)
 GV6003'EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 620, 1.37 M (4.5 FT) SOUTH
 GV6003'OF THE STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6004 ***********************************************************************
 GV6004  DESIGNATION -  096
 GV6004  PID         -  GV6004
 GV6004  STATE/COUNTY-  VA/YORK
 GV6004  USGS QUAD   -  POQUOSON WEST (1983)
 GV6004
 GV6004                         *CURRENT SURVEY CONTROL
 GV6004  ___________________________________________________________________
 GV6004* NAD 83(1993)-  37 09 41.78641(N)    076 26 21.46308(W)     ADJUSTED  
 GV6004* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 GV6004  ___________________________________________________________________
 GV6004  X           -   1,193,281.620 (meters)                     COMP
 GV6004  Y           -  -4,947,278.428 (meters)                     COMP
 GV6004  Z           -   3,831,682.003 (meters)                     COMP
 GV6004  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 GV6004  ELLIP HEIGHT-         -32.25  (meters)          (06/04/02) GPS OBS
 GV6004  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 GV6004
 GV6004  HORZ ORDER  -  SECOND
 GV6004  ELLP ORDER  -  FOURTH    CLASS II
 GV6004
 GV6004.The horizontal coordinates were established by GPS observations
 GV6004.and adjusted by the National Geodetic Survey in September 1995..
 GV6004
 GV6004.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6004
 GV6004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6004
 GV6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6004
 GV6004.The ellipsoidal height was determined by GPS observations
 GV6004.and is referenced to NAD 83.
 GV6004
 GV6004.The geoid height was determined by GEOID03.
 GV6004
 GV6004;                    North         East     Units Scale Factor Converg.
 GV6004;SPC VA S     - 1,093,914.666 3,683,014.488   MT  0.99995182   +1 15 02.5
 GV6004;SPC VA S     - 3,588,951.70 12,083,356.70   sFT  0.99995182   +1 15 02.5
 GV6004;UTM  18      - 4,113,769.964   372,205.035   MT  0.99980118   -0 52 10.4
 GV6004
 GV6004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6004!SPC VA S     -   1.00000506  x   0.99995182  =   0.99995688
 GV6004!UTM  18      -   1.00000506  x   0.99980118  =   0.99980624
 GV6004
 GV6004                          SUPERSEDED SURVEY CONTROL
 GV6004
 GV6004  ELLIP H (09/08/95)  -32.15   (m)                       GP(       ) 4 2
 GV6004  NAD 83(1986)-  37 09 41.79631(N)    076 26 21.49478(W) AD(       ) 2
 GV6004  NGVD 29 (12/05/90)    4.4    (m)           14.     (f) GPS OBS        
 GV6004
 GV6004.Superseded values are not recommended for survey control.
 GV6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6004.See file dsdata.txt to determine how the superseded data were derived.
 GV6004
 GV6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7220513770(NAD 83)
 GV6004_MARKER: DD = SURVEY DISK
 GV6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6004_SP_SET: CONCRETE POST
 GV6004_STAMPING: STATION NO. 096
 GV6004_MARK LOGO: VA-199
 GV6004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6004+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6004
 GV6004  HISTORY     - Date     Condition        Report By
 GV6004  HISTORY     - 1988     MONUMENTED       BSC
 GV6004
 GV6004                          STATION DESCRIPTION
 GV6004
 GV6004'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6004'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6004'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6004'HIGHWAY) AND ROUTE 620 (LAKESIDE DRIVE), PROCEED ALONG ROUTE 620 FOR
 GV6004'APPROXIMATELY 2.3 KM (1.45 MI)  TO THE STATION ON THE RIGHT.
 GV6004'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6004'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 620
 GV6004'(LAKESIDE DRIVE), SOUTH OF THE RESIDENCE (1-STORY BRICK) AT 1800
 GV6004'LAKESIDE DRIVE, 5.33 M (17.5 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE
 GV6004'620, 8.53 M (28.0 FT) WEST OF UTILITY POLE KK-57.  LOCATION OF
 GV6004'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6004'BEARING             DISTANCE
 GV6004'RM 1    N36 49 42E       63.36 M (207.9 FT)
 GV6004'RM 2    N56 41 21W       13.73 M (45.0 FT)
 GV6004'RM 3    S40 55 33W       826.28 M (2710.9 FT)
 GV6004'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6004'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6004'IT IS LOCATED 5.33 M (17.5 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE
 GV6004'620 (LAKESIDE DRIVE), 31.24 M (102.5 FT) SOUTH OF THE NORTH CORNER OF
 GV6004'THE RESIDENCE (1-STORY BRICK) AT 1800 LAKESIDE DRIVE.
 GV6004'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6004'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6004'2.  IT IS LOCATED 7.47 M (24.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV6004'ROUTE 620 (LAKESIDE DRIVE), OPPOSITE STATION 096, 3.81 M (12.5 FT)
 GV6004'SOUTHWEST OF THE IRON COVER FOR A NEWPORT NEWS WATERWORKS METER.
 GV6004'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6004'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6004'3.  IT IS LOCATED 6.55 M (21.5 FT) NORTHWEST OF THE CENTER LINE OF
 GV6004'ROUTE 620 (LAKESIDE DRIVE), 3.35 M (11.0 FT) SOUTH OF THE SINGLE WOOD
 GV6004'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6005 ***********************************************************************
 GV6005  DESIGNATION -  097
 GV6005  PID         -  GV6005
 GV6005  STATE/COUNTY-  VA/YORK
 GV6005  USGS QUAD   -  POQUOSON WEST (1983)
 GV6005
 GV6005                         *CURRENT SURVEY CONTROL
 GV6005  ___________________________________________________________________
 GV6005* NAD 83(1993)-  37 09 19.43490(N)    076 26 45.95804(W)     ADJUSTED  
 GV6005* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 GV6005  ___________________________________________________________________
 GV6005  X           -   1,192,792.324 (meters)                     COMP
 GV6005  Y           -  -4,947,827.554 (meters)                     COMP
 GV6005  Z           -   3,831,135.071 (meters)                     COMP
 GV6005  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GV6005  ELLIP HEIGHT-         -28.58  (meters)          (06/04/02) GPS OBS
 GV6005  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 GV6005
 GV6005  HORZ ORDER  -  SECOND
 GV6005  ELLP ORDER  -  FOURTH    CLASS II
 GV6005
 GV6005.The horizontal coordinates were established by GPS observations
 GV6005.and adjusted by the National Geodetic Survey in September 1995..
 GV6005
 GV6005.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6005
 GV6005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6005
 GV6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6005
 GV6005.The ellipsoidal height was determined by GPS observations
 GV6005.and is referenced to NAD 83.
 GV6005
 GV6005.The geoid height was determined by GEOID03.
 GV6005
 GV6005;                    North         East     Units Scale Factor Converg.
 GV6005;SPC VA S     - 1,093,212.642 3,682,425.285   MT  0.99995222   +1 14 47.6
 GV6005;SPC VA S     - 3,586,648.48 12,081,423.62   sFT  0.99995222   +1 14 47.6
 GV6005;UTM  18      - 4,113,090.320   371,590.356   MT  0.99980312   -0 52 24.7
 GV6005
 GV6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6005!SPC VA S     -   1.00000449  x   0.99995222  =   0.99995670
 GV6005!UTM  18      -   1.00000449  x   0.99980312  =   0.99980760
 GV6005
 GV6005                          SUPERSEDED SURVEY CONTROL
 GV6005
 GV6005  ELLIP H (09/08/95)  -28.49   (m)                       GP(       ) 4 2
 GV6005  NAD 83(1986)-  37 09 19.44478(N)    076 26 45.98977(W) AD(       ) 2
 GV6005  NGVD 29 (12/05/90)    8.0    (m)           26.     (f) GPS OBS        
 GV6005
 GV6005.Superseded values are not recommended for survey control.
 GV6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6005.See file dsdata.txt to determine how the superseded data were derived.
 GV6005
 GV6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7159013090(NAD 83)
 GV6005_MARKER: DD = SURVEY DISK
 GV6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6005_SP_SET: CONCRETE POST
 GV6005_STAMPING: STATION NO. 097
 GV6005_MARK LOGO: VA-199
 GV6005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6005+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6005
 GV6005  HISTORY     - Date     Condition        Report By
 GV6005  HISTORY     - 1988     MONUMENTED       BSC
 GV6005
 GV6005                          STATION DESCRIPTION
 GV6005
 GV6005'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6005'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6005'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6005'HIGHWAY) AND ROUTE 620 (LAKESIDE DRIVE), PROCEED ALONG ROUTE 620 FOR
 GV6005'APPROXIMATELY 1.4 KM (0.85 MI)  TO THE STATION ON THE RIGHT JUST PAST
 GV6005'THE JUNCTION WITH ROUTE 658 (YORKVILLE ROAD).
 GV6005'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6005'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 6.92 M
 GV6005'(22.7 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE 620, 10.97 M
 GV6005'(36.0 FT)  NORTHEAST OF THE CENTER LINE OF ROUTE 658. LOCATION OF THE
 GV6005'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6005'BEARING             DISTANCE
 GV6005'RM 1    N39 01 33E       21.26 M (69.8 FT)
 GV6005'RM 2    N54 01 11W       13.90 M (45.6 FT)
 GV6005'STATION 096    N31 39 28E       91.31 M (299.6 FT)
 GV6005'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6005'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6005'IT IS LOCATED 6.55 M (21.5 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE
 GV6005'620 (LAKESIDE DRIVE), 20.42 M (67.0 FT) SOUTHWEST OF THE CENTER LINE
 GV6005'OF ROUTE 658 (YORKVILLE ROAD).
 GV6005'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6005'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6005'2.  IT IS LOCATED 7.01 M (23.0 FT) NORTHWEST OF THE CENTER LINE OF
 GV6005'ROUTE 620, OPPOSITE STATION 097.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6006 ***********************************************************************
 GV6006  DESIGNATION -  098
 GV6006  PID         -  GV6006
 GV6006  STATE/COUNTY-  VA/YORK
 GV6006  USGS QUAD   -  POQUOSON WEST (1983)
 GV6006
 GV6006                         *CURRENT SURVEY CONTROL
 GV6006  ___________________________________________________________________
 GV6006* NAD 83(1993)-  37 09 02.04843(N)    076 26 18.62042(W)     ADJUSTED  
 GV6006* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 GV6006  ___________________________________________________________________
 GV6006  X           -   1,193,523.260 (meters)                     COMP
 GV6006  Y           -  -4,947,981.089 (meters)                     COMP
 GV6006  Z           -   3,830,705.526 (meters)                     COMP
 GV6006  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 GV6006  ELLIP HEIGHT-         -32.47  (meters)          (06/04/02) GPS OBS
 GV6006  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 GV6006
 GV6006  HORZ ORDER  -  SECOND
 GV6006  ELLP ORDER  -  FOURTH    CLASS II
 GV6006
 GV6006.The horizontal coordinates were established by GPS observations
 GV6006.and adjusted by the National Geodetic Survey in September 1995..
 GV6006
 GV6006.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6006
 GV6006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6006
 GV6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6006
 GV6006.The ellipsoidal height was determined by GPS observations
 GV6006.and is referenced to NAD 83.
 GV6006
 GV6006.The geoid height was determined by GEOID03.
 GV6006
 GV6006;                    North         East     Units Scale Factor Converg.
 GV6006;SPC VA S     - 1,092,691.508 3,683,111.353   MT  0.99995253   +1 15 04.2
 GV6006;SPC VA S     - 3,584,938.72 12,083,674.50   sFT  0.99995253   +1 15 04.2
 GV6006;UTM  18      - 4,112,544.245   372,256.576   MT  0.99980102   -0 52 07.9
 GV6006
 GV6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6006!SPC VA S     -   1.00000510  x   0.99995253  =   0.99995763
 GV6006!UTM  18      -   1.00000510  x   0.99980102  =   0.99980611
 GV6006
 GV6006                          SUPERSEDED SURVEY CONTROL
 GV6006
 GV6006  ELLIP H (09/08/95)  -32.38   (m)                       GP(       ) 4 2
 GV6006  NAD 83(1986)-  37 09 02.05832(N)    076 26 18.65221(W) AD(       ) 2
 GV6006  NGVD 29 (12/05/90)    4.1    (m)           13.     (f) GPS OBS        
 GV6006
 GV6006.Superseded values are not recommended for survey control.
 GV6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6006.See file dsdata.txt to determine how the superseded data were derived.
 GV6006
 GV6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7225712544(NAD 83)
 GV6006_MARKER: DD = SURVEY DISK
 GV6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6006_SP_SET: CONCRETE POST
 GV6006_STAMPING: STATION NO. 098
 GV6006_MARK LOGO: VA-199
 GV6006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6006+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GV6006
 GV6006  HISTORY     - Date     Condition        Report By
 GV6006  HISTORY     - 1988     MONUMENTED       BSC
 GV6006  HISTORY     - 19890117 GOOD
 GV6006
 GV6006                          STATION DESCRIPTION
 GV6006
 GV6006'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6006'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6006'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6006'HIGHWAY) AND ROUTE 620 (LAKESIDE DRIVE), PROCEED ALONG ROUTE 620 FOR
 GV6006'APPROXIMATELY 1.4 KM (0.85 MI) TO THE JUNCTION WITH ROUTE 658
 GV6006'(YORKVILLE ROAD).  TURN RIGHT AND CONTINUE SOUTH THEN EAST ALONG ROUTE
 GV6006'658 FOR APPROXIMATELY 0.90 KM (0.55 MI) TO THE STATION ON THE RIGHT,
 GV6006'AT THE INTERSECTION WITH ROUTE 1522 (LORNA DOONE DRIVE).
 GV6006'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV6006'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 1.52 M
 GV6006'(5.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 658 (YORKVILLE
 GV6006'ROAD), 11.58 M (38.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE
 GV6006'1522 (LORNA DOONE DRIVE), 7.16 M (23.5 FT) NORTHWEST OF A FIRE HYDRANT
 GV6006'(RED AND WHITE).  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6006'STATION
 GV6006'BEARING             DISTANCE
 GV6006'RM 1    N84 31 28E       114.36 M (375.2 FT)
 GV6006'RM 2    N05 42 27W       9.83 M (32.3 FT)
 GV6006'RM 3    S85 20 58W       504.29 M (1654.5 FT)
 GV6006'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6006'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6006'IT IS LOCATED 4.72 M (15.5 FT) SOUTH OF THE CENTER LINE OF ROUTE 658
 GV6006'(YORKVILLE ROAD), 17.68 M (58.0 FT) WEST OF THE CENTER OF ROUTE 746
 GV6006'(PINEHURST DRIVE).
 GV6006'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6006'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6006'2.  IT IS LOCATED 5.18 M (17.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV6006'658 (YORKVILLE ROAD), OPPOSITE STATION 098, 7.32 M (24.0 FT) EAST OF
 GV6006'THE CENTER LINE (PROJECTED) OF ROUTE 1522 (LORNA DOONE DRIVE).
 GV6006'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6006'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6006'3.  IT IS LOCATED 8.53 M (28.0 FT) SOUTHWEST OF THE CENTER LINE OF
 GV6006'ROUTE 658 (YORKVILLE ROAD), 8.84 M (29.0 FT) SOUTHEAST OF UTILITY POLE
 GV6006'ID-12.
 GV6006
 GV6006                          STATION RECOVERY (1989)
 GV6006
 GV6006'RECOVERED 1989
 GV6006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6007 ***********************************************************************
 GV6007  DESIGNATION -  099
 GV6007  PID         -  GV6007
 GV6007  STATE/COUNTY-  VA/YORK
 GV6007  USGS QUAD   -  POQUOSON WEST (1983)
 GV6007
 GV6007                         *CURRENT SURVEY CONTROL
 GV6007  ___________________________________________________________________
 GV6007* NAD 83(1993)-  37 08 44.48236(N)    076 25 48.42816(W)     ADJUSTED  
 GV6007* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 GV6007  ___________________________________________________________________
 GV6007  X           -   1,194,323.971 (meters)                     COMP
 GV6007  Y           -  -4,948,123.093 (meters)                     COMP
 GV6007  Z           -   3,830,273.016 (meters)                     COMP
 GV6007  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 GV6007  ELLIP HEIGHT-         -33.92  (meters)          (06/04/02) GPS OBS
 GV6007  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 GV6007
 GV6007  HORZ ORDER  -  SECOND
 GV6007  ELLP ORDER  -  FOURTH    CLASS II
 GV6007
 GV6007.The horizontal coordinates were established by GPS observations
 GV6007.and adjusted by the National Geodetic Survey in September 1995..
 GV6007
 GV6007.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6007
 GV6007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6007
 GV6007.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6007
 GV6007.The ellipsoidal height was determined by GPS observations
 GV6007.and is referenced to NAD 83.
 GV6007
 GV6007.The geoid height was determined by GEOID03.
 GV6007
 GV6007;                    North         East     Units Scale Factor Converg.
 GV6007;SPC VA S     - 1,092,166.439 3,683,868.054   MT  0.99995285   +1 15 22.5
 GV6007;SPC VA S     - 3,583,216.06 12,086,157.11   sFT  0.99995285   +1 15 22.5
 GV6007;UTM  18      - 4,111,991.628   372,993.223   MT  0.99979871   -0 51 49.3
 GV6007
 GV6007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6007!SPC VA S     -   1.00000532  x   0.99995285  =   0.99995817
 GV6007!UTM  18      -   1.00000532  x   0.99979871  =   0.99980403
 GV6007
 GV6007                          SUPERSEDED SURVEY CONTROL
 GV6007
 GV6007  ELLIP H (09/08/95)  -33.83   (m)                       GP(       ) 4 2
 GV6007  NAD 83(1986)-  37 08 44.49222(N)    076 25 48.46010(W) AD(       ) 2
 GV6007  NGVD 29 (12/05/90)    2.7    (m)            9.     (f) GPS OBS        
 GV6007
 GV6007.Superseded values are not recommended for survey control.
 GV6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6007.See file dsdata.txt to determine how the superseded data were derived.
 GV6007
 GV6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7299311992(NAD 83)
 GV6007_MARKER: DD = SURVEY DISK
 GV6007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6007_SP_SET: CONCRETE POST
 GV6007_STAMPING: STATION NO. 099
 GV6007_MARK LOGO: VA-199
 GV6007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6007+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GV6007
 GV6007  HISTORY     - Date     Condition        Report By
 GV6007  HISTORY     - 1988     MONUMENTED       BSC
 GV6007  HISTORY     - 19890117 GOOD
 GV6007
 GV6007                          STATION DESCRIPTION
 GV6007
 GV6007'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6007'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6007'STATION FROM THE INTERSECTION OF  U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6007'HIGHWAY) AND ROUTE 620 (LAKESIDE DRIVE), PROCEED ALONG ROUTE 620 FOR
 GV6007'APPROXIMATELY 1.4 KM (0.85 MI) TO THE JUNCTION WITH ROUTE 658
 GV6007'(YORKVILLE ROAD).  TURN RIGHT AND COUNTINUE SOUTH THEN EAST ALONG
 GV6007'ROUTE 658 FOR APPROXIMATELY 1.4 KM (0.85 MI) TO THE INTERSECTION WITH
 GV6007'PINEY POINT ROAD.  TURN RIGHT AND CONTINUE SOUTH ALONG PINEY POINT
 GV6007'ROAD FOR APPROXIMATELY 0.38 KM (0.25 MI) TO THE INTERSECTION WITH
 GV6007'ROUTE 758 (CEDAR CRESCENT).  TURN LEFT ONTO CEDAR CRESCENT AND
 GV6007'CONTINUE EAST FOR APPROXIMATELY 0.23 KM (0.15 MI) TO THE INTERSECTION
 GV6007'WITH ROUTE 759 (CHERRY POINT DRIVE).  BEAR RIGHT AND CONTINUE ALONG
 GV6007'ROUTE 759 FOR APPROXIMATELY 0.20 KM (0.10 MI) TO THE STATION ON THE
 GV6007'LEFT JUST BEYOND THE INTERSECTION WITH ROUTE 760 (WOODHAVEN DRIVE).
 GV6007'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6007'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6007'INTERSECTION OF ROUTES 759 (CHERRY POINT DRIVE) AND 760 (WOODHAVEN
 GV6007'DRIVE), 4.88 M (16.0 FT) EAST OF THE CENTER LINE OF ROUTE 759, 10.67 M
 GV6007'(35.0 FT) SOUTH OF THE CENTER LINE OF ROUTE 760.  LOCATION OF
 GV6007'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6007'BEARING             DISTANCE
 GV6007'RM 1    S21 34 24E       33.31 M (109.3 FT)
 GV6007'RM 2    S65 07 22W       9.15 M (30.0 FT)
 GV6007'RM 3    N35 13 06W       183.07 M (600.6 FT)
 GV6007'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6007'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6007'IT IS LOCATED 4.27 M (14.0 FT) EAST OF THE CENTER LINE OF ROUTE 759
 GV6007'(CHERRY POINT DRIVE), 4.42 M (14.5 FT) NORTHWEST OF THE ADJACENT
 GV6007'UTILITY POLE.
 GV6007'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6007'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6007'2.  IT IS LOCATED 4.27 M (14.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6007'759 (CHERRY POINT DRIVE), OPPOSITE STATION 099, 10.06 M (33.0 FT)
 GV6007'SOUTH OF THE CENTER LINE (PROJECTED) OF ROUTE 760 (WOODHAVEN DRIVE).
 GV6007'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6007'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6007'3.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 GV6007'ROUTES 758 (CEDAR POINT CRESCENT) AND 759 (CHERRY POINT DRIVE), 10.82
 GV6007'M (35.5 FT) SOUTH OF THE CENTER LINE OF ROUTE 758, 7.16 M (23.5 FT)
 GV6007'WEST OF THE CENTER LINE OF ROUTE 759.
 GV6007
 GV6007                          STATION RECOVERY (1989)
 GV6007
 GV6007'RECOVERED 1989
 GV6007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9293 ***********************************************************************
 AA9293  PACS        -  This is a Primary Airport Control Station.
 AA9293  DESIGNATION -  0V4 C
 AA9293  PID         -  AA9293
 AA9293  STATE/COUNTY-  VA/CAMPBELL
 AA9293  USGS QUAD   -  GLADYS (1982)
 AA9293
 AA9293                         *CURRENT SURVEY CONTROL
 AA9293  ___________________________________________________________________
 AA9293* NAD 83(1993)-  37 08 30.96422(N)    079 00 55.17135(W)     ADJUSTED  
 AA9293* NAVD 88     -       180.71   (meters)     592.9    (feet)  GPS OBS   
 AA9293  ___________________________________________________________________
 AA9293  X           -     969,998.847 (meters)                     COMP
 AA9293  Y           -  -4,997,347.552 (meters)                     COMP
 AA9293  Z           -   3,830,051.431 (meters)                     COMP
 AA9293  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AA9293  ELLIP HEIGHT-         149.26  (meters)          (05/02/02) GPS OBS
 AA9293  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AA9293
 AA9293  HORZ ORDER  -  B
 AA9293  ELLP ORDER  -  FOURTH    CLASS II
 AA9293
 AA9293.This mark is at Brookneal/campbell County Airport (0V4)
 AA9293
 AA9293.The horizontal coordinates were established by GPS observations
 AA9293.and adjusted by the National Geodetic Survey in March 1998..
 AA9293
 AA9293.The orthometric height was determined by GPS observations and a
 AA9293.high-resolution geoid model.
 AA9293
 AA9293.GPS derived orthometric heights for airport stations designated as
 AA9293.PACS or SACS are published to 2 decimal places.  This maintains
 AA9293.centimeter relative accuracy between the PACS and SACS.  It does
 AA9293.not indicate centimeter accuracy relative to other marks which are
 AA9293.part of the NAVD 88 network.
 AA9293
 AA9293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9293
 AA9293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9293
 AA9293.The ellipsoidal height was determined by GPS observations
 AA9293.and is referenced to NAD 83.
 AA9293
 AA9293.The geoid height was determined by GEOID03.
 AA9293
 AA9293;                    North         East     Units Scale Factor Converg.
 AA9293;SPC VA S     - 1,089,858.862 3,454,217.802   MT  0.99995311   -0 18 45.9
 AA9293;SPC VA S     - 3,575,645.28 11,332,712.91   sFT  0.99995311   -0 18 45.9
 AA9293;UTM  17      - 4,112,461.557   676,269.408   MT  0.99998276   +1 11 55.1
 AA9293
 AA9293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9293!SPC VA S     -   0.99997658  x   0.99995311  =   0.99992969
 AA9293!UTM  17      -   0.99997658  x   0.99998276  =   0.99995934
 AA9293
 AA9293:                Primary Azimuth Mark                     Grid Az
 AA9293:SPC VA S     -  FAA 0V4 B                                051 28 58.8
 AA9293:UTM  17      -  FAA 0V4 B                                049 58 17.8
 AA9293
 AA9293|---------------------------------------------------------------------|
 AA9293| PID    Reference Object                     Distance      Geod. Az  |
 AA9293|                                                           dddmmss.s |
 AA9293| GW2397 FAA 0V4 B                           493.203 METERS 0511012.9 |
 AA9293| GW2396 FAA 0V4 A                           372.697 METERS 23552     |
 AA9293|---------------------------------------------------------------------|
 AA9293
 AA9293                          SUPERSEDED SURVEY CONTROL
 AA9293
 AA9293  ELLIP H (03/24/98)  149.31   (m)                       GP(       ) 4 1
 AA9293  NAD 83(1993)-  37 08 30.96438(N)    079 00 55.17109(W) AD(       ) B
 AA9293  ELLIP H (11/22/95)  149.34   (m)                       GP(       ) 1 1
 AA9293
 AA9293.Superseded values are not recommended for survey control.
 AA9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9293.See file dsdata.txt to determine how the superseded data were derived.
 AA9293
 AA9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7626912462(NAD 83)
 AA9293_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9293_SETTING: 66 = SET IN ROCK OUTCROP
 AA9293_STAMPING: 0V4 C 1994
 AA9293_MARK LOGO: NGS   
 AA9293_PROJECTION: FLUSH
 AA9293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9293+STABILITY: POSITION/ELEVATION WELL
 AA9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9293+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1997
 AA9293
 AA9293  HISTORY     - Date     Condition        Report By
 AA9293  HISTORY     - 1994     MONUMENTED       NGS
 AA9293  HISTORY     - 19941006 GOOD             NGS
 AA9293  HISTORY     - 19970219 GOOD             NGS
 AA9293  HISTORY     - 19970219 GOOD             NGS
 AA9293
 AA9293                          STATION DESCRIPTION
 AA9293
 AA9293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9293'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHWEST OF BROOKNEAL,
 AA9293'11.3 KM (7.00 MI) SOUTHEAST OF GLADYS, AT THE BROOKNEAL/CAMBELL COUNTY
 AA9293'AIRPORT NEAR MIDFIELD IN A 1.7 M (5.6 FT) BY 0.6 M (2.0 FT) ROCK
 AA9293'OUTCROP.  OWNERSHIP--CAMBELL/BROOKNEAL COUNTY.  MANAGER CHARLES
 AA9293'MCDOWELL III, PHONE 804-376-2345, OR CONTACT VERNON OR BRUCE WALLACE
 AA9293'AT THE NARUNA MINI MART AT THE JUNCTION OF U.S.  501 AND VA 643. PHONE
 AA9293'804-376-5892.
 AA9293' 
 AA9293'TO REACH THE AIRPORT FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 501 IN
 AA9293'BROOKNEAL, GO NORTHWEST ON STATE HIGHWAY 501 FOR 12.6 KM (7.80 MI) TO
 AA9293'THE JUNCTION OF COUNTY ROAD 650 ON THE RIGHT.  TURN RIGHT AND GO NORTH
 AA9293'ON COUNTY ROAD 650 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF COUNTY
 AA9293'ROAD 797 ON THE RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD
 AA9293'797 FOR 0.89 KM (0.55 MI) TO THE JUNCTION OF A PAVED ROAD LEFT AND A
 AA9293'GRAVEL DEAD END ROAD STRAIGHT AHEAD.  TURN LEFT, NORTH, TO THE AIRPORT
 AA9293'0.24 KM (0.15 MI) AHEAD.  FROM THE RAMP AREA DIRECTLY IN FRONT OF THE
 AA9293'SMALL TERMINAL BUILDING PROCEED NORTHERLY ALONG TAXIWAY TO RUNWAY THEN
 AA9293'RIGHT, HEADING EASTNORTHEASTERLY, FOR 0.5 KM (0.30 MI) TO THE STATION
 AA9293'ON THE RIGHT ALMOST DIRECTLY ACROSS FROM THE WINDSOCK.
 AA9293' 
 AA9293'THE STATION IS 125.7 FT (38.3 M) SOUTHEAST OF THE CENTERLINE OF THE
 AA9293'RUNWAY, 330 FT (100.6 M) SOUTHSOUTHEAST OF THE WINDSOCK, 0.25 MI (0.40
 AA9293'KM) EASTNORTHEAST OF THE STATION --FAA 0V4 A--, AND 0.3 MI (0.5 KM)
 AA9293'WEST-SOUTHWEST OF THE STATION --FAA 0V4 B--.
 AA9293
 AA9293                          STATION RECOVERY (1997)
 AA9293
 AA9293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AA9293'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-134.3 FT SSE OF
 AA9293'THE 8TH RWY LIGHT FROM THE PARKING APRON, 121.2 FT (36.9 M) ENE OF THE
 AA9293'7TH RWY LIGHT FROM THE PARKING APRON.  THIS STATION HAS BEEN
 AA9293'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) , FOR THIS
 AA9293'AIRPORT.
 AA9293
 AA9293                          STATION RECOVERY (1997)
 AA9293
 AA9293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AA9293'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-134.3 FT SSE OF
 AA9293'THE 8TH RWY LIGHT FROM THE PARKING APRON, 121.2 FT (36.9 M) ENE OF THE
 AA9293'7TH RWY LIGHT FROM THE PARKING APRON.  THIS STATION HAS BEEN
 AA9293'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) , FOR THIS
 AA9293'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0144 ***********************************************************************
 FX0144  DESIGNATION -  1
 FX0144  PID         -  FX0144
 FX0144  STATE/COUNTY-  VA/C OF NORFOLK
 FX0144  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0144
 FX0144                         *CURRENT SURVEY CONTROL
 FX0144  ___________________________________________________________________
 FX0144* NAD 83(1986)-  36 50 47.     (N)    076 17 33.     (W)     SCALED    
 FX0144* NAVD 88     -         2.791  (meters)       9.16   (feet)  ADJUSTED  
 FX0144  ___________________________________________________________________
 FX0144  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX0144  DYNAMIC HT  -           2.789 (meters)       9.15  (feet)  COMP
 FX0144  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 FX0144
 FX0144  VERT ORDER  -  FIRST     CLASS I
 FX0144
 FX0144.The horizontal coordinates were scaled from a topographic map and have
 FX0144.an estimated accuracy of +/- 6 seconds.
 FX0144
 FX0144.The orthometric height was determined by differential leveling
 FX0144.and adjusted by the National Geodetic Survey in June 1991..
 FX0144.WARNING-Repeat measurements at this control monument indicate possible
 FX0144.vertical movement.
 FX0144
 FX0144.The geoid height was determined by GEOID03.
 FX0144
 FX0144.The dynamic height is computed by dividing the NAVD 88
 FX0144.geopotential number by the normal gravity value computed on the
 FX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0144.degrees latitude (g = 980.6199 gals.).
 FX0144
 FX0144.The modeled gravity was interpolated from observed gravity values.
 FX0144
 FX0144;                    North         East    Units  Estimated Accuracy
 FX0144;SPC VA S     - 1,059,240.    3,696,870.      MT  (+/- 180 meters Scaled)
 FX0144
 FX0144                          SUPERSEDED SURVEY CONTROL
 FX0144
 FX0144.No superseded survey control is available for this station.
 FX0144
 FX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF847786(NAD 83)
 FX0144_MARKER: DJ = TIDAL STATION DISK
 FX0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0144_SP_SET: SIDEWALK
 FX0144_STAMPING: BM 1 ELEV 12.11
 FX0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0144
 FX0144  HISTORY     - Date     Condition        Report By
 FX0144  HISTORY     - UNK      MONUMENTED       DOD
 FX0144  HISTORY     - 1971     GOOD             NGS
 FX0144  HISTORY     - 1979     GOOD             NGS
 FX0144  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX0144  HISTORY     - 20041005 MARK NOT FOUND   NGS
 FX0144
 FX0144                          STATION DESCRIPTION
 FX0144
 FX0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0144'AT NORFOLK.
 FX0144'AT NORFOLK, ABOUT 0.6 MILE SOUTH OF THE POST OFFICE, AT THE
 FX0144'U.S. CUSTOMS HOUSE BUILDING, AT THE JUNCTION OF MAIN STREET
 FX0144'AND GRANBY STREET AND ABOUT IN LINE WITH THE EXTENDED LINE OF THE
 FX0144'EAST CURB OF BRANBY STREET, SET IN THE TOP AND 0.4 FOOT EAST OF THE
 FX0144'EAST EDGE OF A CONCRETE SIDEWALK, 18.0 FEET SOUTH OF THE SOUTH
 FX0144'CURB OF MAIN STREET, 32 FEET WEST OF THE CENTER OF THE MAIN
 FX0144'ENTRANCE TO THE BUILDING, AND 8 FEET EAST OF THE CENTER LINE OF THE
 FX0144'PAVED DRIVEWAY ON THE WEST SIDE OF THE BUILDING.
 FX0144
 FX0144                          STATION RECOVERY (1979)
 FX0144
 FX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0144'RECOVERED IN GOOD CONDITION.
 FX0144
 FX0144                          STATION RECOVERY (2003)
 FX0144
 FX0144'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0144'STATION POSSIBLY COVERED WITH NEW MACADAM.
 FX0144
 FX0144                          STATION RECOVERY (2004)
 FX0144
 FX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX0144'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5553 ***********************************************************************
 GV5553  DESIGNATION -  1
 GV5553  PID         -  GV5553
 GV5553  STATE/COUNTY-  VA/C OF RICHMOND
 GV5553  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5553
 GV5553                         *CURRENT SURVEY CONTROL
 GV5553  ___________________________________________________________________
 GV5553* NAD 83(1993)-  37 27 42.43398(N)    077 27 13.76882(W)     ADJUSTED  
 GV5553* NAVD 88     -        36.92   (+/-2cm)     121.1    (feet)  VERTCON   
 GV5553  ___________________________________________________________________
 GV5553  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 GV5553  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV5553
 GV5553  HORZ ORDER  -  SECOND
 GV5553  VERT ORDER  -  THIRD ? (See Below)
 GV5553
 GV5553.The horizontal coordinates were established by classical geodetic methods
 GV5553.and adjusted by the National Geodetic Survey in September 1995..
 GV5553
 GV5553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5553.The vertical order pertains to the NGVD 29 superseded value.
 GV5553
 GV5553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5553
 GV5553.The geoid height was determined by GEOID03.
 GV5553
 GV5553;                    North         East     Units Scale Factor Converg.
 GV5553;SPC VA S     - 1,125,743.165 3,592,548.817   MT  0.99994675   +0 38 05.8
 GV5553;SPC VA S     - 3,693,375.70 11,786,553.91   sFT  0.99994675   +0 38 05.8
 GV5553;UTM  18      - 4,148,929.507   282,978.356   MT  1.00018018   -1 29 35.1
 GV5553
 GV5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5553!SPC VA S     -   0.99999940  x   0.99994675  =   0.99994615
 GV5553!UTM  18      -   0.99999940  x   1.00018018  =   1.00017958
 GV5553
 GV5553|---------------------------------------------------------------------|
 GV5553| PID    Reference Object                     Distance      Geod. Az  |
 GV5553|                                                           dddmmss.s |
 GV5553| GV5529 RAIL                                325.475 METERS 11429     |
 GV5553| DC5477 1 RM                                 14.216 METERS 22143     |
 GV5553| GV5554 2                                   456.373 METERS 3020946.5 |
 GV5553|---------------------------------------------------------------------|
 GV5553
 GV5553                          SUPERSEDED SURVEY CONTROL
 GV5553
 GV5553  NAD 83(1993)-  37 27 42.43396(N)    077 27 13.76866(W) AD(       ) 2
 GV5553  NAD 83(1986)-  37 27 42.44034(N)    077 27 13.78568(W) AD(       ) 2
 GV5553  NAD 27      -  37 27 41.90870(N)    077 27 14.84067(W) AD(       ) 2
 GV5553  NGVD 29 (07/19/86)   37.24   (m)          122.2    (f) LEVELING    3  
 GV5553
 GV5553.Superseded values are not recommended for survey control.
 GV5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5553.See file dsdata.txt to determine how the superseded data were derived.
 GV5553
 GV5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8297848930(NAD 83)
 GV5553_MARKER: Z = SEE DESCRIPTION
 GV5553_SETTING: 0 = UNSPECIFIED SETTING
 GV5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5553+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5553
 GV5553  HISTORY     - Date     Condition        Report By
 GV5553  HISTORY     - 1972     MONUMENTED       VA2060
 GV5553  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5553  HISTORY     - 19991023 GOOD             USPSQD
 GV5553  HISTORY     - 20031103 GOOD             USPSQD
 GV5553  HISTORY     - 20051205 GOOD             USPSQD
 GV5553
 GV5553                          STATION DESCRIPTION
 GV5553
 GV5553'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5553'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5553'NORTH ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 0.65
 GV5553'MILE TO POINT NO 1.
 GV5553'
 GV5553'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5553'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5553'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5553'ABOUT 10 INCH BELOW GROUND.
 GV5553'
 GV5553'63.5 FT NORTH OF HOUSE CORNER (1 STORY BRICK) 30.0 FT S. E. OF C/L
 GV5553'WILLESDEN RD., 97.6 FT N. W. OF VEPCO POLE NO 5445E.
 GV5553'
 GV5553'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5553'CENTER OF PIN, SET FLUSH TO GROUND.  10.5 FT WEST OF CENTER OF
 GV5553'WATER METER (MARKED CHESTERFIELD COUNTY), 17.5 FT S. E. OF C/L OF
 GV5553'WILLESDEN RD., 2.7 FT E. OF NORTH END OF 12 INCH CONCRETE DRAIN
 GV5553'PIPE UNDER PRIVATE DRIVE.
 GV5553'
 GV5553'DISTANCE BETWEEN PT. 1 AND R. M. IS 46.65 FT., 14.216 M.
 GV5553'
 GV5553'NEAREST TOWN--RICHMOND.
 GV5553
 GV5553                          STATION RECOVERY (1995)
 GV5553
 GV5553'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5553'MARK NOT FOUND.
 GV5553
 GV5553                          STATION RECOVERY (1999)
 GV5553
 GV5553'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5553'RECOVERED IN GOOD CONDITION.
 GV5553
 GV5553                          STATION RECOVERY (2003)
 GV5553
 GV5553'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5553'RECOVERED IN GOOD CONDITION.
 GV5553
 GV5553                          STATION RECOVERY (2005)
 GV5553
 GV5553'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8205 ***********************************************************************
 HV8205  DESIGNATION -  1 LOUDON PWC BDRY
 HV8205  PID         -  HV8205
 HV8205  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV8205  USGS QUAD   -  MIDDLEBURG (1981)
 HV8205
 HV8205                         *CURRENT SURVEY CONTROL
 HV8205  ___________________________________________________________________
 HV8205* NAD 83(1993)-  38 55 52.11589(N)    077 37 30.90800(W)     ADJUSTED  
 HV8205* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 HV8205  ___________________________________________________________________
 HV8205  X           -   1,064,708.076 (meters)                     COMP
 HV8205  Y           -  -4,852,767.031 (meters)                     COMP
 HV8205  Z           -   3,986,421.675 (meters)                     COMP
 HV8205  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 HV8205  ELLIP HEIGHT-          76.60  (meters)          (06/04/02) GPS OBS
 HV8205  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV8205
 HV8205  HORZ ORDER  -  SECOND
 HV8205  ELLP ORDER  -  FOURTH    CLASS II
 HV8205
 HV8205.The horizontal coordinates were established by GPS observations
 HV8205.and adjusted by the National Geodetic Survey in November 1994..
 HV8205
 HV8205.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8205
 HV8205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8205
 HV8205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8205
 HV8205.The ellipsoidal height was determined by GPS observations
 HV8205.and is referenced to NAD 83.
 HV8205
 HV8205.The geoid height was determined by GEOID03.
 HV8205
 HV8205;                    North         East     Units Scale Factor Converg.
 HV8205;SPC VA N     - 2,140,718.716 3,575,845.715   MT  0.99996333   +0 32 45.4
 HV8205;SPC VA N     - 7,023,341.32 11,731,753.82   sFT  0.99996333   +0 32 45.4
 HV8205;UTM  18      - 4,312,412.813   272,437.723   MT  1.00023770   -1 39 01.4
 HV8205
 HV8205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8205!SPC VA N     -   0.99998798  x   0.99996333  =   0.99995131
 HV8205!UTM  18      -   0.99998798  x   1.00023770  =   1.00022568
 HV8205
 HV8205                          SUPERSEDED SURVEY CONTROL
 HV8205
 HV8205  ELLIP H (11/14/94)   76.52   (m)                       GP(       ) 4 2
 HV8205  NAD 83(1993)-  38 55 52.11524(N)    077 37 30.91810(W) AD(       ) 2
 HV8205  ELLIP H (01/27/92)   75.95   (m)                       GP(       ) 4 1
 HV8205  NAD 83(1986)-  38 55 52.11538(N)    077 37 30.91800(W) AD(       ) 2
 HV8205  NGVD 29 (01/20/89)  108.9    (m)          357.     (f) GPS OBS        
 HV8205
 HV8205.Superseded values are not recommended for survey control.
 HV8205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8205.See file dsdata.txt to determine how the superseded data were derived.
 HV8205
 HV8205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7243812413(NAD 83)
 HV8205_MARKER: A = ALUMINUM MARKER
 HV8205_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8205_SP_SET: OBJECT IMBEDDED IN GROUND
 HV8205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV8205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8205+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 HV8205
 HV8205  HISTORY     - Date     Condition        Report By
 HV8205  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV8205  HISTORY     - 19870118 GOOD             GEOHYD
 HV8205  HISTORY     - 20020821 GOOD             DEWDAV
 HV8205  HISTORY     - 20030521 GOOD             ENGGRO
 HV8205  HISTORY     - 20050820 GOOD             GEOCAC
 HV8205
 HV8205                          STATION DESCRIPTION
 HV8205
 HV8205'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV8205'THE STATION IS LOCATED IN PRINCE WILLIAM COUNTY VIRGINIA NEAR THE
 HV8205'LOUNDOUN COUNTY BOUNDARY, ABOUT 8 MILES NORTH OF HAYMARKET VIRGINIA.
 HV8205'
 HV8205'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 701, LOGMILL ROAD
 HV8205'AND ROUTE 15 PROCEED NORTH ON ROUTE 15 FOR 2.1 MILES TO THE STATION
 HV8205'ON THE LEFT NEAR THE SOUTHERN EDGE OF A GUARD RAIL ALONG THE WESTERN
 HV8205'SIDE OF ROUTE 15.
 HV8205'
 HV8205'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV8205'GROUND. THE DISK IS STAMPED---1 L/PWC BDRY 1986---. THE STATION IS
 HV8205'2 FEET SOUTH OF THE SOUTHERN EDGE OF A GUARD RAIL, 26 FEET WEST OF
 HV8205'THE CENTER OF ROUTE 15, 39.95 FEET SOUTHWEST OF POWER POLE 159-1773,
 HV8205'AND 102.82 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL.
 HV8205'
 HV8205'THE AZIMUTH MARK IS THE RED LIGHT ATOP THE SOUTHWEST LEG OF A 3 LEGGED
 HV8205'RADIO TOWER ABOUT 0.5 MILES SOUTH OF NGS STATION JACKSON 1954. THE
 HV8205'ANTENNA GROUP IS THE SOUTHERLY OF TWO GROUPS OF ANTENNAS ON THE RIDGE.
 HV8205'THE TOWER IS OWNED BY MOTOROLA, AND IS THE ONLY ONE OF SEVERAL AT THE
 HV8205'SITE WHICH HAS A BEACON.
 HV8205
 HV8205                          STATION RECOVERY (1987)
 HV8205
 HV8205'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV8205'RECOVERED IN GOOD CONDITION.
 HV8205
 HV8205                          STATION RECOVERY (2002)
 HV8205
 HV8205'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (KEC)
 HV8205'RECOVERED AS DESCRIBED, EXCEPT STATION IS STAMPED - - 1 MADISON 1986.
 HV8205
 HV8205                          STATION RECOVERY (2003)
 HV8205
 HV8205'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV8205'MARK IS NOW ABOUT 2 INCHES ABOVE GROUND LEVEL.
 HV8205
 HV8205                          STATION RECOVERY (2005)
 HV8205
 HV8205'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV8205'DISK IS STAMPED 1 MADISON, RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0801 ***********************************************************************
 GW0801  DESIGNATION -  1 MLS
 GW0801  PID         -  GW0801
 GW0801  STATE/COUNTY-  VA/ALBEMARLE
 GW0801  USGS QUAD   -  COVESVILLE (1984)
 GW0801
 GW0801                         *CURRENT SURVEY CONTROL
 GW0801  ___________________________________________________________________
 GW0801* NAD 83(1986)-  37 57 23.     (N)    078 39 31.     (W)     SCALED    
 GW0801* NAVD 88     -       211.713  (meters)     694.60   (feet)  ADJUSTED  
 GW0801  ___________________________________________________________________
 GW0801  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0801  DYNAMIC HT  -         211.560 (meters)     694.09  (feet)  COMP
 GW0801  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 GW0801
 GW0801  VERT ORDER  -  SECOND    CLASS 0
 GW0801
 GW0801.The horizontal coordinates were scaled from a topographic map and have
 GW0801.an estimated accuracy of +/- 6 seconds.
 GW0801
 GW0801.The orthometric height was determined by differential leveling
 GW0801.and adjusted by the National Geodetic Survey in June 1991..
 GW0801
 GW0801.The geoid height was determined by GEOID03.
 GW0801
 GW0801.The dynamic height is computed by dividing the NAVD 88
 GW0801.geopotential number by the normal gravity value computed on the
 GW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0801.degrees latitude (g = 980.6199 gals.).
 GW0801
 GW0801.The modeled gravity was interpolated from observed gravity values.
 GW0801
 GW0801;                    North         East    Units  Estimated Accuracy
 GW0801;SPC VA S     - 1,180,140.    3,486,060.      MT  (+/- 180 meters Scaled)
 GW0801
 GW0801                          SUPERSEDED SURVEY CONTROL
 GW0801
 GW0801  NGVD 29 (??/??/92)  211.920  (m)          695.27   (f) ADJ UNCH    2 0
 GW0801
 GW0801.Superseded values are not recommended for survey control.
 GW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0801.See file dsdata.txt to determine how the superseded data were derived.
 GW0801
 GW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC057035(NAD 83)
 GW0801_MARKER: DD = SURVEY DISK
 GW0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0801_SP_SET: BUILDING
 GW0801_STAMPING: 1 MLS 695 1964
 GW0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0801
 GW0801  HISTORY     - Date     Condition        Report By
 GW0801  HISTORY     - 1964     MONUMENTED       USGS
 GW0801  HISTORY     - 1965     GOOD             NGS
 GW0801
 GW0801                          STATION DESCRIPTION
 GW0801
 GW0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0801'AT NORTH GARDEN.
 GW0801'AT NORTH GARDEN, SET VERTICALLY IN THE NORTHWEST CORNER OF THE
 GW0801'POST OFFICE, 300 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 GW0801'HIGHWAY 29, 61 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 GW0801'ROAD 692, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF BUILDING, AND
 GW0801'IS 4.7 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8104 ***********************************************************************
 HV8104  DESIGNATION -  1 NPS
 HV8104  PID         -  HV8104
 HV8104  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8104  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV8104
 HV8104                         *CURRENT SURVEY CONTROL
 HV8104  ___________________________________________________________________
 HV8104* NAD 83(1986)-  38 19 14.     (N)    077 41 47.     (W)     SCALED    
 HV8104* NAVD 88     -       127.797  (meters)     419.28   (feet)  ADJUSTED  
 HV8104  ___________________________________________________________________
 HV8104  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV8104  DYNAMIC HT  -         127.717 (meters)     419.02  (feet)  COMP
 HV8104  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 HV8104
 HV8104  VERT ORDER  -  FIRST     CLASS II
 HV8104
 HV8104.The horizontal coordinates were scaled from a topographic map and have
 HV8104.an estimated accuracy of +/- 6 seconds.
 HV8104
 HV8104.The orthometric height was determined by differential leveling
 HV8104.and adjusted by the National Geodetic Survey in June 1991..
 HV8104
 HV8104.The geoid height was determined by GEOID03.
 HV8104
 HV8104.The dynamic height is computed by dividing the NAVD 88
 HV8104.geopotential number by the normal gravity value computed on the
 HV8104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8104.degrees latitude (g = 980.6199 gals.).
 HV8104
 HV8104.The modeled gravity was interpolated from observed gravity values.
 HV8104
 HV8104;                    North         East    Units  Estimated Accuracy
 HV8104;SPC VA N     - 2,072,890.    3,570,270.      MT  (+/- 180 meters Scaled)
 HV8104
 HV8104                          SUPERSEDED SURVEY CONTROL
 HV8104
 HV8104.No superseded survey control is available for this station.
 HV8104
 HV8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH642448(NAD 83)
 HV8104_MARKER: DD = SURVEY DISK
 HV8104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8104_SP_SET: CONCRETE POST
 HV8104_STAMPING: 1
 HV8104_MARK LOGO: NPS   
 HV8104_PROJECTION: PROJECTING 10 CENTIMETERS
 HV8104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8104+STABILITY: SURFACE MOTION
 HV8104
 HV8104  HISTORY     - Date     Condition        Report By
 HV8104  HISTORY     - UNK      MONUMENTED       NPS
 HV8104  HISTORY     - 1984     GOOD             NGS
 HV8104  HISTORY     - 19981112 GOOD             USPSQD
 HV8104
 HV8104                          STATION DESCRIPTION
 HV8104
 HV8104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8104'2.8 KM (1.75 MI) SE FROM WILDERNESS.
 HV8104'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HV8104'STATE HIGHWAY 20 IN WILDERNESS TO THE MARK ON THE LEFT, AT THE
 HV8104'NORTHWEST ANGLE OF THE JUNCTION OF SECONDARY STATE HIGHWAY 640,
 HV8104'19.35 METERS (63.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST
 HV8104'BOUND LANES OF THE HIGHWAY, 16.46 METERS (54.0 FT) NORTHWEST OF THE
 HV8104'CENTER OF HIGHWAY 640, 5.94 METERS (19.5 FT) SOUTHEAST OF THE CENTER
 HV8104'OF A PRIVATE DRIVE, 0.91 METER (3.0 FT) SOUTHWEST OF A UTILITY POLE.
 HV8104'THE MARK IS 0.35 METERS  SSW FROM A WITNESS POST.
 HV8104'THE MARK IS 1.52 M ABOVE HIGHWAY 3.
 HV8104
 HV8104                          STATION RECOVERY (1998)
 HV8104
 HV8104'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1857 ***********************************************************************
 GV1857  DESIGNATION -  1 PNMP
 GV1857  PID         -  GV1857
 GV1857  STATE/COUNTY-  VA/DINWIDDIE
 GV1857  USGS QUAD   -  PETERSBURG (1994)
 GV1857
 GV1857                         *CURRENT SURVEY CONTROL
 GV1857  ___________________________________________________________________
 GV1857* NAD 83(1986)-  37 13 12.     (N)    077 23 00.     (W)     SCALED    
 GV1857* NAVD 88     -        42.045  (meters)     137.94   (feet)  ADJUSTED  
 GV1857  ___________________________________________________________________
 GV1857  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1857  DYNAMIC HT  -          42.015 (meters)     137.84  (feet)  COMP
 GV1857  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 GV1857
 GV1857  VERT ORDER  -  SECOND    CLASS 0
 GV1857
 GV1857.The horizontal coordinates were scaled from a topographic map and have
 GV1857.an estimated accuracy of +/- 6 seconds.
 GV1857
 GV1857.The orthometric height was determined by differential leveling
 GV1857.and adjusted by the National Geodetic Survey in June 1991..
 GV1857
 GV1857.The geoid height was determined by GEOID03.
 GV1857
 GV1857.The dynamic height is computed by dividing the NAVD 88
 GV1857.geopotential number by the normal gravity value computed on the
 GV1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1857.degrees latitude (g = 980.6199 gals.).
 GV1857
 GV1857.The modeled gravity was interpolated from observed gravity values.
 GV1857
 GV1857;                    North         East    Units  Estimated Accuracy
 GV1857;SPC VA S     - 1,098,980.    3,599,100.      MT  (+/- 180 meters Scaled)
 GV1857
 GV1857                          SUPERSEDED SURVEY CONTROL
 GV1857
 GV1857  NGVD 29 (??/??/??)   42.397  (m)          139.10   (f) ADJUSTED    2 0
 GV1857
 GV1857.Superseded values are not recommended for survey control.
 GV1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1857.See file dsdata.txt to determine how the superseded data were derived.
 GV1857
 GV1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG885219(NAD 83)
 GV1857_MARKER: DD = SURVEY DISK
 GV1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1857_STAMPING: 1
 GV1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1857+STABILITY: SURFACE MOTION
 GV1857
 GV1857  HISTORY     - Date     Condition        Report By
 GV1857  HISTORY     - UNK      MONUMENTED       DOD
 GV1857  HISTORY     - 1959     GOOD             CGS
 GV1857  HISTORY     - 1971     GOOD             NGS
 GV1857  HISTORY     - 1988     GOOD             USPSQD
 GV1857  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1857  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1857
 GV1857                          STATION DESCRIPTION
 GV1857
 GV1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1857'1.8 MI S FROM PETERSBURG.
 GV1857'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK AND
 GV1857'WESTERN RAILWAY STATION AT PETERSBURG, 41 FEET EAST-NORTHEAST
 GV1857'OF THE CENTER OF THE JUNCTION OF CRATER ROAD AND HAZELHURST ROAD
 GV1857'LEADING NORTHWEST, 36 FEET EAST OF THE CENTER LINE OF CRATER
 GV1857'ROAD (U.S. HIGHWAY 301), 17 FEET NORTH OF THE EXTENDED CENTER
 GV1857'LINE OF HAZELHURST ROAD, 1/2 FOOT SOUTH OF A STEEL WITNESS POST,
 GV1857'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF CRATER ROAD, AND SET IN TOP
 GV1857'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 GV1857
 GV1857                          STATION RECOVERY (1971)
 GV1857
 GV1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1857'RECOVERED IN GOOD CONDITION.
 GV1857
 GV1857                          STATION RECOVERY (1988)
 GV1857
 GV1857'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1857'RECOVERED IN GOOD CONDITION.
 GV1857
 GV1857                          STATION RECOVERY (2001)
 GV1857
 GV1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1857'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1857
 GV1857                          STATION RECOVERY (2004)
 GV1857
 GV1857'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0332 ***********************************************************************
 GV0332  DESIGNATION -  1 USE
 GV0332  PID         -  GV0332
 GV0332  STATE/COUNTY-  VA/NORTHAMPTON
 GV0332  USGS QUAD   -  CAPE CHARLES (1986)
 GV0332
 GV0332                         *CURRENT SURVEY CONTROL
 GV0332  ___________________________________________________________________
 GV0332* NAD 83(1986)-  37 15 57.     (N)    076 01 09.     (W)     SCALED    
 GV0332* NAVD 88     -         1.590  (meters)       5.22   (feet)  ADJUSTED  
 GV0332  ___________________________________________________________________
 GV0332  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 GV0332  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 GV0332  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 GV0332
 GV0332  VERT ORDER  -  FIRST     CLASS I
 GV0332
 GV0332.The horizontal coordinates were scaled from a topographic map and have
 GV0332.an estimated accuracy of +/- 6 seconds.
 GV0332
 GV0332.The orthometric height was determined by differential leveling
 GV0332.and adjusted by the National Geodetic Survey in June 1991..
 GV0332
 GV0332.The geoid height was determined by GEOID03.
 GV0332
 GV0332.The dynamic height is computed by dividing the NAVD 88
 GV0332.geopotential number by the normal gravity value computed on the
 GV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0332.degrees latitude (g = 980.6199 gals.).
 GV0332
 GV0332.The modeled gravity was interpolated from observed gravity values.
 GV0332
 GV0332;                    North         East    Units  Estimated Accuracy
 GV0332;SPC VA S     - 1,106,380.    3,720,020.      MT  (+/- 180 meters Scaled)
 GV0332
 GV0332                          SUPERSEDED SURVEY CONTROL
 GV0332
 GV0332  NGVD 29 (??/??/??)    1.836  (m)            6.02   (f) ADJUSTED    1 1
 GV0332
 GV0332.Superseded values are not recommended for survey control.
 GV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0332.See file dsdata.txt to determine how the superseded data were derived.
 GV0332
 GV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG096248(NAD 83)
 GV0332_MARKER: DD = SURVEY DISK
 GV0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0332_STAMPING: 1-7.86
 GV0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0332+STABILITY: SURFACE MOTION
 GV0332
 GV0332  HISTORY     - Date     Condition        Report By
 GV0332  HISTORY     - UNK      MONUMENTED       DOD
 GV0332  HISTORY     - 1963     GOOD             CGS
 GV0332  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 GV0332
 GV0332                          STATION DESCRIPTION
 GV0332
 GV0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV0332'AT CAPE CHARLES.
 GV0332'AT CAPE CHARLES, ALONG THE PENNSYLVANIA RAILROAD, IN THE SOUTHWEST
 GV0332'CORNER OF LAWN OF THE SUPERINTENDENTS BUILDING, 30 FEET WEST OF
 GV0332'SOUTHWEST CORNER OF BUILDING, 11.1 FEET EAST OF WEST EDGE OF
 GV0332'SIDEWALK LEADING NORTH AND SOUTH, AND SET IN THE TOP OF A
 GV0332'CONCRETE POST 3 INCHES BELOW SURFACE OF GROUND.
 GV0332
 GV0332                          STATION RECOVERY (2001)
 GV0332
 GV0332'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0097 ***********************************************************************
 FW0097  DESIGNATION -  1 USN
 FW0097  PID         -  FW0097
 FW0097  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0097  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0097
 FW0097                         *CURRENT SURVEY CONTROL
 FW0097  ___________________________________________________________________
 FW0097* NAD 83(1986)-  36 46 49.     (N)    075 57 33.     (W)     SCALED    
 FW0097* NAVD 88     -         2.175  (meters)       7.14   (feet)  ADJUSTED  
 FW0097  ___________________________________________________________________
 FW0097  GEOID HEIGHT-         -37.89  (meters)                     GEOID03
 FW0097  DYNAMIC HT  -           2.174 (meters)       7.13  (feet)  COMP
 FW0097  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 FW0097
 FW0097  VERT ORDER  -  FIRST     CLASS I
 FW0097
 FW0097.The horizontal coordinates were scaled from a topographic map and have
 FW0097.an estimated accuracy of +/- 6 seconds.
 FW0097
 FW0097.The orthometric height was determined by differential leveling
 FW0097.and adjusted by the National Geodetic Survey in June 1991..
 FW0097
 FW0097.The geoid height was determined by GEOID03.
 FW0097
 FW0097.The dynamic height is computed by dividing the NAVD 88
 FW0097.geopotential number by the normal gravity value computed on the
 FW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0097.degrees latitude (g = 980.6199 gals.).
 FW0097
 FW0097.The modeled gravity was interpolated from observed gravity values.
 FW0097
 FW0097;                    North         East    Units  Estimated Accuracy
 FW0097;SPC VA S     - 1,052,650.    3,726,790.      MT  (+/- 180 meters Scaled)
 FW0097
 FW0097                          SUPERSEDED SURVEY CONTROL
 FW0097
 FW0097  NGVD 29 (??/??/??)    2.421  (m)            7.94   (f) ADJUSTED    1 1
 FW0097
 FW0097.Superseded values are not recommended for survey control.
 FW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0097.See file dsdata.txt to determine how the superseded data were derived.
 FW0097
 FW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF144709(NAD 83)
 FW0097_MARKER: DD = SURVEY DISK
 FW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0097_STAMPING: 1
 FW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0097+STABILITY: SURFACE MOTION
 FW0097
 FW0097  HISTORY     - Date     Condition        Report By
 FW0097  HISTORY     - UNK      MONUMENTED       USN
 FW0097  HISTORY     - 1952     GOOD             CGS
 FW0097  HISTORY     - 1963     GOOD             CGS
 FW0097
 FW0097                          STATION DESCRIPTION
 FW0097
 FW0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0097'AT DAM NECK MILLS.
 FW0097'AT DAM NECK MILLS U.S. FLEET AIR DEFENSE TRAINING CENTER (NAVAL),
 FW0097'IN FRONT OF PRESENT ADMINSTRATION BUILDING (BUILDING NO. A-15), 22
 FW0097'FEET EAST OF CENTER LINE OF A STREET, 8 FEET WEST OF WEST FACE OF
 FW0097'BUILDING, 1/2 FOOT SOUTH OF SOUTH END OF BOTTOM STEP TO MAIN WEST
 FW0097'ENTRANCE TO BUILDING, ABOUT 1/2 FOOT ABOVE STREET AND SET IN THE
 FW0097'TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- A NEW
 FW0097'ADMINSTRATION BUILDING IS NOW UNDER CONSTRUCTION ON RESERVATION.
 FW0097
 FW0097                          STATION RECOVERY (1963)
 FW0097
 FW0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0540 ***********************************************************************
 FX0540  DESIGNATION -  1 USN
 FX0540  PID         -  FX0540
 FX0540  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0540  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0540
 FX0540                         *CURRENT SURVEY CONTROL
 FX0540  ___________________________________________________________________
 FX0540* NAD 83(1986)-  36 49 03.     (N)    076 01 38.     (W)     SCALED    
 FX0540* NAVD 88     -         6.265  (meters)      20.55   (feet)  ADJUSTED  
 FX0540  ___________________________________________________________________
 FX0540  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX0540  DYNAMIC HT  -           6.260 (meters)      20.54  (feet)  COMP
 FX0540  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 FX0540
 FX0540  VERT ORDER  -  FIRST     CLASS I
 FX0540
 FX0540.The horizontal coordinates were scaled from a topographic map and have
 FX0540.an estimated accuracy of +/- 6 seconds.
 FX0540
 FX0540.The orthometric height was determined by differential leveling
 FX0540.and adjusted by the National Geodetic Survey in June 1991..
 FX0540
 FX0540.The geoid height was determined by GEOID03.
 FX0540
 FX0540.The dynamic height is computed by dividing the NAVD 88
 FX0540.geopotential number by the normal gravity value computed on the
 FX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0540.degrees latitude (g = 980.6199 gals.).
 FX0540
 FX0540.The modeled gravity was interpolated from observed gravity values.
 FX0540
 FX0540;                    North         East    Units  Estimated Accuracy
 FX0540;SPC VA S     - 1,056,620.    3,720,600.      MT  (+/- 180 meters Scaled)
 FX0540
 FX0540                          SUPERSEDED SURVEY CONTROL
 FX0540
 FX0540  NGVD 29 (??/??/92)    6.51   (m)           21.4    (f) COMPUTED    1 1
 FX0540
 FX0540.Superseded values are not recommended for survey control.
 FX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0540.See file dsdata.txt to determine how the superseded data were derived.
 FX0540
 FX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF083751(NAD 83)
 FX0540_MARKER: DD = SURVEY DISK
 FX0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0540_STAMPING: 1
 FX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0540+STABILITY: SURFACE MOTION
 FX0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0540+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX0540
 FX0540  HISTORY     - Date     Condition        Report By
 FX0540  HISTORY     - UNK      MONUMENTED       DOD
 FX0540  HISTORY     - 1963     GOOD             NGS
 FX0540  HISTORY     - 20010728 GOOD             USPSQD
 FX0540
 FX0540                          STATION DESCRIPTION
 FX0540
 FX0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0540'AT OCEANA NAVAL AIR STA.
 FX0540'AT OCEANA NAVAL AIR STATION, ABOUT 0.2 MILE NORTHEAST AND NORTH
 FX0540'ALONG LONDON BRIDGE ROAD FROM THE INTERSECTION OF PRINCESS ANNE
 FX0540'ROAD, 3.3 FEET SOUTHEAST OF THE WEST CORNER OF BUILDING 102, 2.2
 FX0540'FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING, 3.4 FEET
 FX0540'NORTHEAST OF THE NORTHEAST CURBING OF A BLACK TOP STREET LEADING
 FX0540'NORTHWEST, 59.4 FEET NORTHWEST OF SOUTH CORNER OF THE BUILDING,
 FX0540'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET, AND IS SET IN TOP
 FX0540'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FX0540
 FX0540                          STATION RECOVERY (2001)
 FX0540
 FX0540'RECOVERY NOTE BY US POWER SQUADRON 2001 (GKK)
 FX0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9848 ***********************************************************************
 HV9848  DESIGNATION -  1 WTM
 HV9848  PID         -  HV9848
 HV9848  STATE/COUNTY-  VA/FAIRFAX
 HV9848  USGS QUAD   -  ANNANDALE (1994)
 HV9848
 HV9848                         *CURRENT SURVEY CONTROL
 HV9848  ___________________________________________________________________
 HV9848* NAD 83(1986)-  38 48 07.     (N)    077 11 12.     (W)     SCALED    
 HV9848* NAVD 88     -        65.237  (meters)     214.03   (feet)  ADJUSTED  
 HV9848  ___________________________________________________________________
 HV9848  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV9848  DYNAMIC HT  -          65.201 (meters)     213.91  (feet)  COMP
 HV9848  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 HV9848
 HV9848  VERT ORDER  -  THIRD
 HV9848
 HV9848.The horizontal coordinates were scaled from a topographic map and have
 HV9848.an estimated accuracy of +/- 6 seconds.
 HV9848
 HV9848.The orthometric height was determined by differential leveling
 HV9848.and adjusted by the National Geodetic Survey in September 2004..
 HV9848.No vertical observational check was made to the station.
 HV9848
 HV9848.The geoid height was determined by GEOID03.
 HV9848
 HV9848.The dynamic height is computed by dividing the NAVD 88
 HV9848.geopotential number by the normal gravity value computed on the
 HV9848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9848.degrees latitude (g = 980.6199 gals.).
 HV9848
 HV9848.The modeled gravity was interpolated from observed gravity values.
 HV9848
 HV9848;                    North         East    Units  Estimated Accuracy
 HV9848;SPC VA N     - 2,126,830.    3,614,080.      MT  (+/- 180 meters Scaled)
 HV9848
 HV9848                          SUPERSEDED SURVEY CONTROL
 HV9848
 HV9848.No superseded survey control is available for this station.
 HV9848
 HV9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH101970(NAD 83)
 HV9848_MARKER: DD = SURVEY DISK
 HV9848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9848_SP_SET: CONCRETE POST
 HV9848_STAMPING: 1 WTM 1959 215
 HV9848_MARK LOGO: USGS  
 HV9848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9848+STABILITY: SURFACE MOTION
 HV9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9848+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9848
 HV9848  HISTORY     - Date     Condition        Report By
 HV9848  HISTORY     - 1959     MONUMENTED       USGS
 HV9848  HISTORY     - 19900115 GOOD             RDA
 HV9848
 HV9848                          STATION DESCRIPTION
 HV9848
 HV9848'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9848'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA.  THE
 HV9848'STATION IS LOCATED ON LEESVILLE BOULEVARD AT BACKLICK RUN, ON THE
 HV9848'NORTH SIDE OF THE ROAD, AT THE EAST SIDE OF THE RUN,  IN TOP
 HV9848'OF A CONCRETE POST,  20.0 FEET SOUTH OF A MANHOLE, 3.0 FEET
 HV9848'NORTH FROM THE END OF THE NORTHEAST WINGWALL OF BRIDGE
 HV9848'OVER BACKLICK RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0181 ***********************************************************************
 GX0181  DESIGNATION -  10
 GX0181  PID         -  GX0181
 GX0181  STATE/COUNTY-  VA/ROANOKE
 GX0181  USGS QUAD   -  SALEM (1984)
 GX0181
 GX0181                         *CURRENT SURVEY CONTROL
 GX0181  ___________________________________________________________________
 GX0181* NAD 83(1986)-  37 19 40.     (N)    080 02 27.     (W)     SCALED    
 GX0181* NAVD 88     -       340.160  (meters)    1116.01   (feet)  ADJUSTED  
 GX0181  ___________________________________________________________________
 GX0181  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GX0181  DYNAMIC HT  -         339.878 (meters)    1115.08  (feet)  COMP
 GX0181  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GX0181
 GX0181  VERT ORDER  -  SECOND    CLASS 0
 GX0181
 GX0181.The horizontal coordinates were scaled from a topographic map and have
 GX0181.an estimated accuracy of +/- 6 seconds.
 GX0181
 GX0181.The orthometric height was determined by differential leveling
 GX0181.and adjusted by the National Geodetic Survey in June 1991..
 GX0181
 GX0181.The geoid height was determined by GEOID03.
 GX0181
 GX0181.The dynamic height is computed by dividing the NAVD 88
 GX0181.geopotential number by the normal gravity value computed on the
 GX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0181.degrees latitude (g = 980.6199 gals.).
 GX0181
 GX0181.The modeled gravity was interpolated from observed gravity values.
 GX0181
 GX0181;                    North         East    Units  Estimated Accuracy
 GX0181;SPC VA S     - 1,111,470.    3,363,450.      MT  (+/- 180 meters Scaled)
 GX0181
 GX0181                          SUPERSEDED SURVEY CONTROL
 GX0181
 GX0181  NGVD 29 (??/??/92)  340.332  (m)         1116.57   (f) ADJ UNCH    2 0
 GX0181
 GX0181.Superseded values are not recommended for survey control.
 GX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0181.See file dsdata.txt to determine how the superseded data were derived.
 GX0181
 GX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB849316(NAD 83)
 GX0181_MARKER: DD = SURVEY DISK
 GX0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0181_SP_SET: BRIDGE
 GX0181_STAMPING: 10 1928
 GX0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0181
 GX0181  HISTORY     - Date     Condition        Report By
 GX0181  HISTORY     - 1928     MONUMENTED       USGS
 GX0181  HISTORY     - 1935     GOOD             NGS
 GX0181  HISTORY     - 1963     GOOD             NGS
 GX0181
 GX0181                          STATION DESCRIPTION
 GX0181
 GX0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0181'3.1 MI NE FROM SALEM.
 GX0181'3.1 MILES NORTHEAST ALONG STATE HIGHWAY 311 FROM THE COUNTY
 GX0181'COURTHOUSE AT SALEM, ROANOKE COUNTY, AT HANGING ROCK, 150 FEET
 GX0181'SOUTH OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 116, 12
 GX0181'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 311, AND IN THE TOP
 GX0181'OF THE EXTREME WEST END OF A SOUTH CONCRETE HEADWALL.  A UNITED
 GX0181'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 10 1928.
 GX0181
 GX0181                          STATION RECOVERY (1963)
 GX0181
 GX0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5600 ***********************************************************************
 GV5600  DESIGNATION -  10
 GV5600  PID         -  GV5600
 GV5600  STATE/COUNTY-  VA/C OF RICHMOND
 GV5600  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5600
 GV5600                         *CURRENT SURVEY CONTROL
 GV5600  ___________________________________________________________________
 GV5600* NAD 83(1993)-  37 27 58.22930(N)    077 29 20.59915(W)     ADJUSTED  
 GV5600* NAVD 88     -        59.94   (+/-2cm)     196.7    (feet)  VERTCON   
 GV5600  ___________________________________________________________________
 GV5600  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5600  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5600
 GV5600  HORZ ORDER  -  SECOND
 GV5600  VERT ORDER  -  THIRD ? (See Below)
 GV5600
 GV5600.The horizontal coordinates were established by classical geodetic methods
 GV5600.and adjusted by the National Geodetic Survey in September 1995..
 GV5600
 GV5600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5600.The vertical order pertains to the NGVD 29 superseded value.
 GV5600
 GV5600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5600
 GV5600.The geoid height was determined by GEOID03.
 GV5600
 GV5600;                    North         East     Units Scale Factor Converg.
 GV5600;SPC VA S     - 1,126,196.116 3,589,427.081   MT  0.99994688   +0 36 48.8
 GV5600;SPC VA S     - 3,694,861.76 11,776,312.01   sFT  0.99994688   +0 36 48.8
 GV5600;UTM  18      - 4,149,498.207   279,874.843   MT  1.00019690   -1 30 52.9
 GV5600
 GV5600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5600!SPC VA S     -   0.99999578  x   0.99994688  =   0.99994266
 GV5600!UTM  18      -   0.99999578  x   1.00019690  =   1.00019268
 GV5600
 GV5600|---------------------------------------------------------------------|
 GV5600| PID    Reference Object                     Distance      Geod. Az  |
 GV5600|                                                           dddmmss.s |
 GV5600| DC5478 10 RM                                26.392 METERS 01058     |
 GV5600| GV5597 9                                   206.771 METERS 03404     |
 GV5600| GV5599 11                                  218.713 METERS 16640     |
 GV5600|---------------------------------------------------------------------|
 GV5600
 GV5600                          SUPERSEDED SURVEY CONTROL
 GV5600
 GV5600  NAD 83(1993)-  37 27 58.22926(N)    077 29 20.59903(W) AD(       ) 2
 GV5600  NAD 83(1986)-  37 27 58.23553(N)    077 29 20.61601(W) AD(       ) 2
 GV5600  NAD 27      -  37 27 57.70316(N)    077 29 21.66701(W) AD(       ) 2
 GV5600  NGVD 29 (07/19/86)   60.25   (m)          197.7    (f) LEVELING    3  
 GV5600
 GV5600.Superseded values are not recommended for survey control.
 GV5600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5600.See file dsdata.txt to determine how the superseded data were derived.
 GV5600
 GV5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7987549498(NAD 83)
 GV5600_MARKER: Z = SEE DESCRIPTION
 GV5600_SETTING: 0 = UNSPECIFIED SETTING
 GV5600
 GV5600  HISTORY     - Date     Condition        Report By
 GV5600  HISTORY     - 1972     MONUMENTED       VA2060
 GV5600  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5600  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5600  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5600
 GV5600                          STATION DESCRIPTION
 GV5600
 GV5600'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5600'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5600'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5600'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.45 MILE TO POINT NO 10.
 GV5600'
 GV5600'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5600'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5600'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5600'10 INCH BELOW GROUND.
 GV5600'
 GV5600'45.1 FEET W. OF C/L RT. 10, 50.5 FEET N. OF VEPCO POLE NO 4612,
 GV5600'29.4 FEET S. E. OF 24 INCH OAK TREE.
 GV5600'
 GV5600'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5600'CENTER OF PIN, SET FLUSH TO GROUND.  17.1 FEET S. OF 18 INCH OAK
 GV5600'TREE, 44.0 FEET W. OF C/L RT. 10, 23.8 FEET N. E. OF 18 INCH OAK
 GV5600'TREE.
 GV5600'
 GV5600'DISTANCE BETWEEN PT. 10 AND R. M. IS 86.60 FT., 26.392 M.
 GV5600'
 GV5600'NEAREST TOWN--RICHMOND.
 GV5600
 GV5600                          STATION RECOVERY (1995)
 GV5600
 GV5600'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5600'MARK NOT FOUND.
 GV5600
 GV5600                          STATION RECOVERY (1999)
 GV5600
 GV5600'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5600'MARK NOT FOUND.
 GV5600
 GV5600                          STATION RECOVERY (2003)
 GV5600
 GV5600'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0171 ***********************************************************************
 JW0171  DESIGNATION -  10 10 25
 JW0171  PID         -  JW0171
 JW0171  STATE/COUNTY-  VA/FREDERICK
 JW0171  USGS QUAD   -  MIDDLETOWN (1986)
 JW0171
 JW0171                         *CURRENT SURVEY CONTROL
 JW0171  ___________________________________________________________________
 JW0171* NAD 83(1986)-  39 01 19.     (N)    078 18 48.     (W)     SCALED    
 JW0171* NAVD 88     -       180.84   (+/-2cm)     593.3    (feet)  VERTCON   
 JW0171  ___________________________________________________________________
 JW0171  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW0171
 JW0171  VERT ORDER  -  ? (See Below)
 JW0171
 JW0171.The horizontal coordinates were scaled from a topographic map and have
 JW0171.an estimated accuracy of +/- 6 seconds.
 JW0171
 JW0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0171.The vertical order pertains to the NGVD 29 superseded value.
 JW0171
 JW0171.The geoid height was determined by GEOID03.
 JW0171
 JW0171;                    North         East    Units  Estimated Accuracy
 JW0171;SPC VA N     - 2,150,450.    3,516,170.      MT  (+/- 180 meters Scaled)
 JW0171
 JW0171                          SUPERSEDED SURVEY CONTROL
 JW0171
 JW0171  NGVD 29 (??/??/92)  181.014  (m)          593.88   (f) ADJ UNCH    ?  
 JW0171
 JW0171.Superseded values are not recommended for survey control.
 JW0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0171.See file dsdata.txt to determine how the superseded data were derived.
 JW0171
 JW0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD325226(NAD 83)
 JW0171_MARKER: Q = CHISELED SQUARE
 JW0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0171_SP_SET: BRIDGE
 JW0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0171
 JW0171  HISTORY     - Date     Condition        Report By
 JW0171  HISTORY     - UNK      MONUMENTED       CGS
 JW0171  HISTORY     - 1929     GOOD             NGS
 JW0171  HISTORY     - 1934     GOOD             NGS
 JW0171
 JW0171                          STATION DESCRIPTION
 JW0171
 JW0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 JW0171'0.2 MI W FROM CEDAR CREEK.
 JW0171'1/4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0171'STATION AT CEDAR CREEK, FREDERICK COUNTY, AT BRIDGE 61 OVER CEDAR
 JW0171'CREEK, AT THE NORTHEAST ABUTMENT, AND ON THE TOP OF THE NORTHWEST
 JW0171'CORNER OF THE COPING.
 JW0171
 JW0171                          STATION RECOVERY (1934)
 JW0171
 JW0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JW0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4405 ***********************************************************************
 DH4405  DESIGNATION -  10 AFK
 DH4405  PID         -  DH4405
 DH4405  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4405  USGS QUAD   -  LAKE ANNA EAST (1982)
 DH4405
 DH4405                         *CURRENT SURVEY CONTROL
 DH4405  ___________________________________________________________________
 DH4405* NAD 83(1993)-  38 04 57.79605(N)    077 39 58.59379(W)     ADJUSTED  
 DH4405* NAVD 88     -       100.65   (meters)     330.2    (feet)  LEVELING  
 DH4405  ___________________________________________________________________
 DH4405  X           -   1,073,757.120 (meters)                     COMP
 DH4405  Y           -  -4,910,805.926 (meters)                     COMP
 DH4405  Z           -   3,912,717.378 (meters)                     COMP
 DH4405  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DH4405  ELLIP HEIGHT-          68.29  (meters)          (06/23/05) GPS OBS
 DH4405  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DH4405
 DH4405  HORZ ORDER  -  FIRST
 DH4405  VERT ORDER  -  THIRD ?
 DH4405  ELLP ORDER  -  FOURTH    CLASS II
 DH4405
 DH4405.The horizontal coordinates were established by GPS observations
 DH4405.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4405
 DH4405.The orthometric height was determined by differential leveling.
 DH4405.The vertical network tie was performed by a horz. field party for horz.
 DH4405.obs reductions. Reset procedures were used to establish the elevation.
 DH4405
 DH4405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4405
 DH4405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4405
 DH4405.The ellipsoidal height was determined by GPS observations
 DH4405.and is referenced to NAD 83.
 DH4405
 DH4405.The geoid height was determined by GEOID03.
 DH4405
 DH4405;                    North         East     Units Scale Factor Converg.
 DH4405;SPC VA N     - 2,046,513.299 3,573,144.077   MT  0.99999165   +0 31 13.2
 DH4405;SPC VA N     - 6,714,269.05 11,722,890.19   sFT  0.99999165   +0 31 13.2
 DH4405;UTM  18      - 4,218,350.607   266,150.905   MT  1.00027356   -1 38 43.1
 DH4405
 DH4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4405!SPC VA N     -   0.99998928  x   0.99999165  =   0.99998093
 DH4405!UTM  18      -   0.99998928  x   1.00027356  =   1.00026284
 DH4405
 DH4405|---------------------------------------------------------------------|
 DH4405| PID    Reference Object                     Distance      Geod. Az  |
 DH4405|                                                           dddmmss.s |
 DH4405| DH4406 10 AFK AZ                           244.474 METERS 26049     |
 DH4405|---------------------------------------------------------------------|
 DH4405
 DH4405                          SUPERSEDED SURVEY CONTROL
 DH4405
 DH4405.No superseded survey control is available for this station.
 DH4405
 DH4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6615118351(NAD 83)
 DH4405_MARKER: DD = SURVEY DISK
 DH4405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4405_STAMPING: 10 AFK 1964
 DH4405_MARK LOGO: USGS  
 DH4405_PROJECTION: PROJECTING 16 CENTIMETERS
 DH4405_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4405+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH4405
 DH4405  HISTORY     - Date     Condition        Report By
 DH4405  HISTORY     - 1964     MONUMENTED       USGS
 DH4405  HISTORY     - 20060201 GOOD             GEOMET
 DH4405
 DH4405                          STATION DESCRIPTION
 DH4405
 DH4405'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (DAR)
 DH4405'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4405'21.9 KM (13.6 MILES)  NORTHEAST OF LOUISA, AND 20.9 KM (13.0 MILES)
 DH4405'SOUTHWEST OF THORNBURG.
 DH4405' 
 DH4405'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DH4405'DAVIS HIGHWAY)  AND SR 606 (MORRIS ROAD) AT THORNBURG, GO WEST ON SR
 DH4405'606 FOR 7.2 KM (4.5 MILES) TO ITS  INTERSECTION WITH SR 738 (PARTLOW
 DH4405'ROAD).  TURN LEFT AND GO SOUTH ON SR 738 FOR 7.9 KM (4.9  MILES) TO
 DH4405'ITS INTERSECTION WITH SR 614 (DICKERSON ROAD).  CONTINUE SOUTH ON SR
 DH4405'738 FOR 2.7  KM (1.7 MILES) TO ITS INTERSECTION WITH SR 657 (EDENTON
 DH4405'ROAD) AND THE STATION IN THE MEDIAN  OF THE INTERSECTION.
 DH4405' 
 DH4405'THE STATION IS 26.2 METERS (86.1 FEET) SOUTHEAST FROM A UTILITY POLE
 DH4405'NUMBERED  416-39-591-250, 14.6 METERS (48.0 FEET) NORTH FROM THE
 DH4405'CENTERLINE OF SR 738, 11.1 METERS (36.5  FEET) WEST FROM A 54 INCH GUM
 DH4405'TREE, 7.8 METERS (25.5 FEET) SOUTH FROM A BOX ON A POST  PG-FLEX, 2.0
 DH4405'METERS (6.5 FEET) SOUTH FROM THE EDGE OF PAVEMENT TO SR 657, AND 0.2
 DH4405'METER (0.5  FOOT) NORTH FROM A STEEL WITNESS POST.  THE STATION IS A
 DH4405'STANDARD USGS BENCHMARK DISK  SET INTO A CONCRETE MONUMENT 10 INCHES
 DH4405'IN DIAMETER, PROJECTING 16 CM ABOVE THE GROUND  SURFACE AND STAMPED 10
 DH4405'AFK 1964.  STATION 10 AFK IS INTER-VISIBLE WITH STATION 10 AFK AZ.
 DH4405
 DH4405                          STATION RECOVERY (2006)
 DH4405
 DH4405'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006
 DH4405'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4406 ***********************************************************************
 DH4406  DESIGNATION -  10 AFK AZ
 DH4406  PID         -  DH4406
 DH4406  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4406  USGS QUAD   -  LAKE ANNA EAST (1982)
 DH4406
 DH4406                         *CURRENT SURVEY CONTROL
 DH4406  ___________________________________________________________________
 DH4406* NAD 83(1993)-  38 04 56.53125(N)    077 40 08.49688(W)     ADJUSTED  
 DH4406* NAVD 88     -       101.8    (meters)     334.     (feet)  GPS OBS   
 DH4406  ___________________________________________________________________
 DH4406  X           -   1,073,526.666 (meters)                     COMP
 DH4406  Y           -  -4,910,881.825 (meters)                     COMP
 DH4406  Z           -   3,912,687.366 (meters)                     COMP
 DH4406  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DH4406  ELLIP HEIGHT-          69.40  (meters)          (06/23/05) GPS OBS
 DH4406  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DH4406
 DH4406  HORZ ORDER  -  FIRST
 DH4406  ELLP ORDER  -  FOURTH    CLASS II
 DH4406
 DH4406.The horizontal coordinates were established by GPS observations
 DH4406.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4406
 DH4406.The orthometric height was determined by GPS observations and a
 DH4406.high-resolution geoid model.
 DH4406
 DH4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4406
 DH4406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4406
 DH4406.The ellipsoidal height was determined by GPS observations
 DH4406.and is referenced to NAD 83.
 DH4406
 DH4406.The geoid height was determined by GEOID03.
 DH4406
 DH4406;                    North         East     Units Scale Factor Converg.
 DH4406;SPC VA N     - 2,046,472.116 3,572,903.099   MT  0.99999171   +0 31 07.1
 DH4406;SPC VA N     - 6,714,133.93 11,722,099.58   sFT  0.99999171   +0 31 07.1
 DH4406;UTM  18      - 4,218,318.550   265,908.474   MT  1.00027496   -1 38 49.2
 DH4406
 DH4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4406!SPC VA N     -   0.99998911  x   0.99999171  =   0.99998082
 DH4406!UTM  18      -   0.99998911  x   1.00027496  =   1.00026407
 DH4406
 DH4406|---------------------------------------------------------------------|
 DH4406| PID    Reference Object                     Distance      Geod. Az  |
 DH4406|                                                           dddmmss.s |
 DH4406| DH4405 10 AFK                              244.474 METERS 08049     |
 DH4406|---------------------------------------------------------------------|
 DH4406
 DH4406                          SUPERSEDED SURVEY CONTROL
 DH4406
 DH4406.No superseded survey control is available for this station.
 DH4406
 DH4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6590818319(NAD 83)
 DH4406_MARKER: DD = SURVEY DISK
 DH4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4406_STAMPING: 10 AFK 2005
 DH4406_MARK LOGO: VA-177
 DH4406_PROJECTION: FLUSH
 DH4406_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4406+STABILITY: SURFACE MOTION
 DH4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4406+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4406
 DH4406  HISTORY     - Date     Condition        Report By
 DH4406  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4406
 DH4406                          STATION DESCRIPTION
 DH4406
 DH4406'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4406'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4406'21.9 KM (13.6 MILES)  NORTHEAST OF LOUISA, AND 20.9 KM (13.0 MILES)
 DH4406'SOUTHWEST OF THORNBURG.
 DH4406' 
 DH4406'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DH4406'DAVIS HIGHWAY)  AND SR 606 (MORRIS ROAD) AT THORNBURG, GO WEST ON SR
 DH4406'606 FOR 7.2 KM (4.5 MILES) TO ITS  INTERSECTION WITH SR 738 (PARTLOW
 DH4406'ROAD).  TURN LEFT AND GO SOUTH ON SR 738 FOR 7.9 KM (4.9  MILES) TO
 DH4406'ITS INTERSECTION WITH SR 614 (DICKERSON ROAD).  CONTINUE SOUTH ON SR
 DH4406'738 FOR 2.7  KM (1.7 MILES) TO ITS INTERSECTION WITH SR 657 (EDENTON
 DH4406'ROAD).  TURN RIGHT AND GO EAST ON  SR 657 FOR 0.3 KM (0.2 MILE) TO ITS
 DH4406'INTERSECTION WITH SR 641 (GATEWOOD ROAD) AND THE  STATION IN AT THE
 DH4406'MEDIAN OF THE INTERSECTION.
 DH4406' 
 DH4406'THE STATION IS 19.4 METERS (63.8 FEET) SOUTH FROM A SCHOOL BUS SIGN,
 DH4406'17.0 METERS (55.6 FEET)  NORTH FROM A UTILITY POLE NUMBERED
 DH4406'416-39-523-218, 7.3 METERS (24.0 FEET) NORTH FROM THE  CENTERLINE OF
 DH4406'SR 641, 5.2 METERS (17.0 FEET) SOUTHWEST FROM THE CENTERLINE OF SR 657
 DH4406'(EDENTON ROAD), 5.0 METERS (16.5 FEET) EAST FROM THE CENTERLINE OF SR
 DH4406'641, AND 2.0 METERS  (6.5 FEET) NORTHWEST FROM A STOP SIGN AND A
 DH4406'WITNESS POST.  THE STATION IS A SPOTSYLVANIA  COUNTY, VA ALUMINUM
 DH4406'SURVEY DISK SET INTO A POURED IN PLACE CONCRETE MONUMENT 10  INCHES IN
 DH4406'DIAMETER, FLUSH WITH THE GROUND SURFACE AND STAMPED 10 AFK AZ.
 DH4406'STATION 10 AFK  AZ IS INTER-VISIBLE WITH STATION 10 AFK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1262 ***********************************************************************
 GW1262  DESIGNATION -  10 RAK USGS
 GW1262  PID         -  GW1262
 GW1262  STATE/COUNTY-  VA/CAMPBELL
 GW1262  USGS QUAD   -  CITY FARM (1985)
 GW1262
 GW1262                         *CURRENT SURVEY CONTROL
 GW1262  ___________________________________________________________________
 GW1262* NAD 83(1986)-  37 17 42.     (N)    079 10 17.     (W)     SCALED    
 GW1262* NAVD 88     -       283.945  (meters)     931.58   (feet)  ADJUSTED  
 GW1262  ___________________________________________________________________
 GW1262  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1262  DYNAMIC HT  -         283.728 (meters)     930.86  (feet)  COMP
 GW1262  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 GW1262
 GW1262  VERT ORDER  -  FIRST     CLASS II
 GW1262
 GW1262.The horizontal coordinates were scaled from a topographic map and have
 GW1262.an estimated accuracy of +/- 6 seconds.
 GW1262
 GW1262.The orthometric height was determined by differential leveling
 GW1262.and adjusted by the National Geodetic Survey in June 1991..
 GW1262
 GW1262.The geoid height was determined by GEOID03.
 GW1262
 GW1262.The dynamic height is computed by dividing the NAVD 88
 GW1262.geopotential number by the normal gravity value computed on the
 GW1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1262.degrees latitude (g = 980.6199 gals.).
 GW1262
 GW1262.The modeled gravity was interpolated from observed gravity values.
 GW1262
 GW1262;                    North         East    Units  Estimated Accuracy
 GW1262;SPC VA S     - 1,106,930.    3,440,470.      MT  (+/- 180 meters Scaled)
 GW1262
 GW1262                          SUPERSEDED SURVEY CONTROL
 GW1262
 GW1262  NGVD 29 (03/05/92)  284.176  (m)          932.33   (f) ADJUSTED    1 2
 GW1262
 GW1262.Superseded values are not recommended for survey control.
 GW1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1262.See file dsdata.txt to determine how the superseded data were derived.
 GW1262
 GW1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB620291(NAD 83)
 GW1262_MARKER: DB = BENCH MARK DISK
 GW1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1262_SP_SET: CULVERT
 GW1262_STAMPING: 10 RAK 932 1962
 GW1262_MARK LOGO: USGS  
 GW1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1262
 GW1262  HISTORY     - Date     Condition        Report By
 GW1262  HISTORY     - 1962     MONUMENTED       USGS
 GW1262  HISTORY     - 1964     GOOD             NGS
 GW1262  HISTORY     - 1983     GOOD             NGS
 GW1262
 GW1262                          STATION DESCRIPTION
 GW1262
 GW1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1262'8.6 MI SW FROM LYNCHBURG.
 GW1262'ABOUT 6 MILES SOUTHWEST ALONG SOUTHERN RAILROAD FROM THE STATION
 GW1262'IN LYNCHBURG TO U.S. HIGHWAY 29 THENCE SOUTH 2.6 MILES TO THE
 GW1262'MARK SET IN THE TOP OF SOUTH END OF WEST HEADWALL OF A PIPE
 GW1262'CULVERT, 41 FEET WEST CENTERLINE OF HIGHWAY, 67 FEET NORTH OF
 GW1262'TELEPHONE POLE 141, 13 FEET EAST OF A FENCE AND IS ABOUT 4 FEET
 GW1262'BELOW THE LEVEL OF THE HIGHWAY.
 GW1262
 GW1262                          STATION RECOVERY (1983)
 GW1262
 GW1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0525 ***********************************************************************
 FX0525  DESIGNATION -  10 USGS
 FX0525  PID         -  FX0525
 FX0525  STATE/COUNTY-  VA/C OF NORFOLK
 FX0525  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0525
 FX0525                         *CURRENT SURVEY CONTROL
 FX0525  ___________________________________________________________________
 FX0525* NAD 83(1986)-  36 50 41.     (N)    076 16 30.     (W)     SCALED    
 FX0525* NAVD 88     -         2.638  (meters)       8.65   (feet)  POSTED    
 FX0525  ___________________________________________________________________
 FX0525  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 FX0525  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 FX0525  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 FX0525
 FX0525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0525
 FX0525.The horizontal coordinates were scaled from a topographic map and have
 FX0525.an estimated accuracy of +/- 6 seconds.
 FX0525
 FX0525.The orthometric height was determined by differential leveling
 FX0525.and adjusted by the National Geodetic Survey in 1992..
 FX0525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0525.rate of 0.0 thru 1.0 mm/km.
 FX0525
 FX0525.The geoid height was determined by GEOID03.
 FX0525
 FX0525.The dynamic height is computed by dividing the NAVD 88
 FX0525.geopotential number by the normal gravity value computed on the
 FX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0525.degrees latitude (g = 980.6199 gals.).
 FX0525
 FX0525.The modeled gravity was interpolated from observed gravity values.
 FX0525
 FX0525;                    North         East    Units  Estimated Accuracy
 FX0525;SPC VA S     - 1,059,090.    3,698,430.      MT  (+/- 180 meters Scaled)
 FX0525
 FX0525                          SUPERSEDED SURVEY CONTROL
 FX0525
 FX0525  NGVD 29 (??/??/92)    2.889  (m)            9.48   (f) ADJ UNCH    2 0
 FX0525
 FX0525.Superseded values are not recommended for survey control.
 FX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0525.See file dsdata.txt to determine how the superseded data were derived.
 FX0525
 FX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF863784(NAD 83)
 FX0525_MARKER: DD = SURVEY DISK
 FX0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0525_STAMPING: 10
 FX0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0525+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0525
 FX0525  HISTORY     - Date     Condition        Report By
 FX0525  HISTORY     - UNK      MONUMENTED       USGS
 FX0525  HISTORY     - 1959     GOOD             NGS
 FX0525  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0525  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX0525  HISTORY     - 20050130 GOOD             USPSQD
 FX0525  HISTORY     - 20060216 GOOD             USPSQD
 FX0525
 FX0525                          STATION DESCRIPTION
 FX0525
 FX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0525'AT NORFOLK.
 FX0525'AT NORFOLK, AT THE INTERSECTION OF LOVITT AVENUE AND PARK
 FX0525'AVENUE, 13 FEET NORTHEAST OF THE NORTHEAST CURB OF LOVITT
 FX0525'AVENUE, 103 FEET NORTHWEST OF THE NORTHWEST CURB OF PARK AVENUE,
 FX0525'1/2 FOOT SOUTHWEST OF A STEEL FENCE AROUND HEMMINGWAY PARK
 FX0525'AND PLAYGROUND, 90 FEET NORTHWEST OF SOUTH FENCE CORNER, 21
 FX0525'FEET EAST OF STREET LIGHT AND POWER LINE POLE MC1R 134, ABOUT
 FX0525'1 FOOT ABOVE THE LEVEL OF BRICK SIDEWALK, AND IS A DISK ON
 FX0525'A IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 FX0525
 FX0525                          STATION RECOVERY (1978)
 FX0525
 FX0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0525'NOT RECOVERED.  NOTE=BELIEVED DESTROYED BY FREEWAY CONSTRUCTION.
 FX0525
 FX0525                          STATION RECOVERY (2003)
 FX0525
 FX0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0525'MARK NOT FOUND.
 FX0525
 FX0525                          STATION RECOVERY (2005)
 FX0525
 FX0525'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 FX0525'RECOVERED IN GOOD CONDITION.
 FX0525
 FX0525                          STATION RECOVERY (2006)
 FX0525
 FX0525'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1284 ***********************************************************************
 GW1284  DESIGNATION -  10 USGS
 GW1284  PID         -  GW1284
 GW1284  STATE/COUNTY-  VA/CAMPBELL
 GW1284  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1284
 GW1284                         *CURRENT SURVEY CONTROL
 GW1284  ___________________________________________________________________
 GW1284* NAD 83(1986)-  37 09 48.     (N)    079 13 03.     (W)     SCALED    
 GW1284* NAVD 88     -       259.618  (meters)     851.76   (feet)  ADJUSTED  
 GW1284  ___________________________________________________________________
 GW1284  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GW1284  DYNAMIC HT  -         259.417 (meters)     851.10  (feet)  COMP
 GW1284  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 GW1284
 GW1284  VERT ORDER  -  FIRST     CLASS II
 GW1284
 GW1284.The horizontal coordinates were scaled from a topographic map and have
 GW1284.an estimated accuracy of +/- 6 seconds.
 GW1284
 GW1284.The orthometric height was determined by differential leveling
 GW1284.and adjusted by the National Geodetic Survey in June 1991..
 GW1284
 GW1284.The geoid height was determined by GEOID03.
 GW1284
 GW1284.The dynamic height is computed by dividing the NAVD 88
 GW1284.geopotential number by the normal gravity value computed on the
 GW1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1284.degrees latitude (g = 980.6199 gals.).
 GW1284
 GW1284.The modeled gravity was interpolated from observed gravity values.
 GW1284
 GW1284;                    North         East    Units  Estimated Accuracy
 GW1284;SPC VA S     - 1,092,350.    3,436,280.      MT  (+/- 180 meters Scaled)
 GW1284
 GW1284                          SUPERSEDED SURVEY CONTROL
 GW1284
 GW1284  NGVD 29 (03/05/92)  259.837  (m)          852.48   (f) ADJUSTED    1 2
 GW1284
 GW1284.Superseded values are not recommended for survey control.
 GW1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1284.See file dsdata.txt to determine how the superseded data were derived.
 GW1284
 GW1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB582144(NAD 83)
 GW1284_MARKER: DD = SURVEY DISK
 GW1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1284_STAMPING: 10 JAS 853 1964
 GW1284_MARK LOGO: USGS  
 GW1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1284+STABILITY: SURFACE MOTION
 GW1284
 GW1284  HISTORY     - Date     Condition        Report By
 GW1284  HISTORY     - 1964     MONUMENTED       USGS
 GW1284  HISTORY     - 1964     GOOD             NGS
 GW1284  HISTORY     - 1983     GOOD             NGS
 GW1284  HISTORY     - 1987     GOOD             USPSQD
 GW1284
 GW1284                          STATION DESCRIPTION
 GW1284
 GW1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1284'5.9 MI NE FROM ALTAVISTA.
 GW1284'ABOUT 5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1284'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF A CONCRETE
 GW1284'POST PROJECTING 1 INCH, ABOUT 50 YARDS SOUTHWEST OF JUNCTION OF
 GW1284'HIGHWAY AND COUNTY ROAD 734, 58 FEET SOUTH CENTERLINE OF HIGHWAY,
 GW1284'4.5 FEET NORTH OF POWERLINE AND TELEPHONE POLE B 104 WITH
 GW1284'TRANSFORMER, 1 FOOT NORTH OF A METAL WITNESS SIGN AND IS ABOUT
 GW1284'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1284
 GW1284                          STATION RECOVERY (1983)
 GW1284
 GW1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1284'RECOVERED IN GOOD CONDITION.
 GW1284
 GW1284                          STATION RECOVERY (1987)
 GW1284
 GW1284'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 GW1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6008 ***********************************************************************
 GV6008  DESIGNATION -  100
 GV6008  PID         -  GV6008
 GV6008  STATE/COUNTY-  VA/YORK
 GV6008  USGS QUAD   -  POQUOSON WEST (1983)
 GV6008
 GV6008                         *CURRENT SURVEY CONTROL
 GV6008  ___________________________________________________________________
 GV6008* NAD 83(1993)-  37 08 30.35686(N)    076 26 46.14399(W)     ADJUSTED  
 GV6008* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 GV6008  ___________________________________________________________________
 GV6008  X           -   1,193,002.324 (meters)                     COMP
 GV6008  Y           -  -4,948,718.235 (meters)                     COMP
 GV6008  Z           -   3,829,930.214 (meters)                     COMP
 GV6008  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 GV6008  ELLIP HEIGHT-         -26.78  (meters)          (06/04/02) GPS OBS
 GV6008  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 GV6008
 GV6008  HORZ ORDER  -  SECOND
 GV6008  ELLP ORDER  -  FOURTH    CLASS II
 GV6008
 GV6008.The horizontal coordinates were established by GPS observations
 GV6008.and adjusted by the National Geodetic Survey in September 1995..
 GV6008
 GV6008.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6008
 GV6008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6008
 GV6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6008
 GV6008.The ellipsoidal height was determined by GPS observations
 GV6008.and is referenced to NAD 83.
 GV6008
 GV6008.The geoid height was determined by GEOID03.
 GV6008
 GV6008;                    North         East     Units Scale Factor Converg.
 GV6008;SPC VA S     - 1,091,699.999 3,682,453.611   MT  0.99995312   +1 14 47.5
 GV6008;SPC VA S     - 3,581,685.75 12,081,516.56   sFT  0.99995312   +1 14 47.5
 GV6008;UTM  18      - 4,111,577.891   371,562.711   MT  0.99980321   -0 52 23.8
 GV6008
 GV6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6008!SPC VA S     -   1.00000420  x   0.99995312  =   0.99995732
 GV6008!UTM  18      -   1.00000420  x   0.99980321  =   0.99980741
 GV6008
 GV6008                          SUPERSEDED SURVEY CONTROL
 GV6008
 GV6008  ELLIP H (09/08/95)  -26.69   (m)                       GP(       ) 4 2
 GV6008  NAD 83(1986)-  37 08 30.36673(N)    076 26 46.17585(W) AD(       ) 2
 GV6008  NGVD 29 (12/05/90)    9.8    (m)           32.     (f) GPS OBS        
 GV6008
 GV6008.Superseded values are not recommended for survey control.
 GV6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6008.See file dsdata.txt to determine how the superseded data were derived.
 GV6008
 GV6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7156311578(NAD 83)
 GV6008_MARKER: DD = SURVEY DISK
 GV6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6008_SP_SET: CONCRETE POST
 GV6008_STAMPING: STATION NO. 100
 GV6008_MARK LOGO: VA-199
 GV6008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6008+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GV6008
 GV6008  HISTORY     - Date     Condition        Report By
 GV6008  HISTORY     - 1988     MONUMENTED       BSC
 GV6008  HISTORY     - 19890117 GOOD
 GV6008
 GV6008                          STATION DESCRIPTION
 GV6008
 GV6008'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6008'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6008'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6008'HIGHWAY) AND ROUTE 751 (ELLA TAYLOR ROAD), PROCEED EAST ON ROUTE 751
 GV6008'FOR APPROXIMATELY 0.94 KM (0.60 MI) TO THE STATION STRAIGHT AHEAD AT
 GV6008'THE INTERSECTION WITH ROUTE 614 (SHOWALTER ROAD).
 GV6008'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6008'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 1.22 M
 GV6008'(4.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 614 (SHOWALTER
 GV6008'ROAD) OPPOSITE ROUTE 751 (ELLA TAYLOR ROAD), 10.06 SOUTH OF UTILITY
 GV6008'POLE HM-12.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6008'BEARING             DISTANCE
 GV6008'RM 1    S15 25 29E       22.59 M (74.1 FT)
 GV6008'RM 2    N77 46 00W       28.64 M (94.0 FT)
 GV6008'RM 3    N16 13 32W       733.79 M (2407.4 FT)
 GV6008'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6008'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6008'1.IT IS LOCATED 3.96 M (13.0 FT) EAST OF THE CENTER LINE OF ROUTE 614
 GV6008'(SHOWALTER ROAD), 0.30 M (1.0 FT) WEST OF UTILITY POLE HL-09.
 GV6008'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6008'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6008'2.  IT IS LOCATED 21.34 M (70.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6008'614 (SHOWALTER ROAD), 6.86 M (22.5 FT) NORTH OF THE CENTER LINE OF
 GV6008'ROUTE 751 (ELLA TAYLOR ROAD).
 GV6008'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6008'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6008'3.  IT IS LOCATED 2.74 M (9.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6008'ROUTE 614 (SHOWALTER ROAD), 17.98 M (59.0 FT) NORTH OF UTILITY POLE
 GV6008'FB-28.
 GV6008
 GV6008                          STATION RECOVERY (1989)
 GV6008
 GV6008'RECOVERED 1989
 GV6008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5587 ***********************************************************************
 GV5587  DESIGNATION -  100 C OF R 1972
 GV5587  PID         -  GV5587
 GV5587  STATE/COUNTY-  VA/C OF RICHMOND
 GV5587  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5587
 GV5587                         *CURRENT SURVEY CONTROL
 GV5587  ___________________________________________________________________
 GV5587* NAD 83(1993)-  37 28 14.24892(N)    077 28 57.28356(W)     ADJUSTED  
 GV5587* NAVD 88     -        60.00   (+/-2cm)     196.8    (feet)  VERTCON   
 GV5587  ___________________________________________________________________
 GV5587  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GV5587  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5587
 GV5587  HORZ ORDER  -  SECOND
 GV5587  VERT ORDER  -  THIRD ? (See Below)
 GV5587
 GV5587.The horizontal coordinates were established by classical geodetic methods
 GV5587.and adjusted by the National Geodetic Survey in September 1995..
 GV5587
 GV5587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5587.The vertical order pertains to the NGVD 29 superseded value.
 GV5587
 GV5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5587
 GV5587.The geoid height was determined by GEOID03.
 GV5587
 GV5587;                    North         East     Units Scale Factor Converg.
 GV5587;SPC VA S     - 1,126,696.094 3,589,994.645   MT  0.99994702   +0 37 03.0
 GV5587;SPC VA S     - 3,696,502.10 11,778,174.10   sFT  0.99994702   +0 37 03.0
 GV5587;UTM  18      - 4,149,976.881   280,460.730   MT  1.00019372   -1 30 39.2
 GV5587
 GV5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5587!SPC VA S     -   0.99999577  x   0.99994702  =   0.99994279
 GV5587!UTM  18      -   0.99999577  x   1.00019372  =   1.00018949
 GV5587
 GV5587                          SUPERSEDED SURVEY CONTROL
 GV5587
 GV5587  NAD 83(1993)-  37 28 14.24888(N)    077 28 57.28345(W) AD(       ) 2
 GV5587  NAD 83(1986)-  37 28 14.25518(N)    077 28 57.30032(W) AD(       ) 2
 GV5587  NAD 27      -  37 28 13.72331(N)    077 28 58.35246(W) AD(       ) 2
 GV5587  NGVD 29 (07/19/86)   60.31   (m)          197.9    (f) LEVELING    3  
 GV5587
 GV5587.Superseded values are not recommended for survey control.
 GV5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5587.See file dsdata.txt to determine how the superseded data were derived.
 GV5587
 GV5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8046149977(NAD 83)
 GV5587_MARKER: Z = SEE DESCRIPTION
 GV5587_SETTING: 0 = UNSPECIFIED SETTING
 GV5587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5587
 GV5587  HISTORY     - Date     Condition        Report By
 GV5587  HISTORY     - 1972     MONUMENTED       VA2060
 GV5587  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5587  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5587  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5587
 GV5587                          STATION DESCRIPTION
 GV5587
 GV5587'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5587'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5587'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5587'BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25 MILES TO BROAD ROCK RD.,
 GV5587'THENCE NORTHEAST ALONG BROAD ROCK RD. APPROXIMATELY 173 FEET TO
 GV5587'POINT NO. 100.
 GV5587'
 GV5587'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5587'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5587'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5587'10 INCHES BELOW GROUND.
 GV5587'
 GV5587'23.3 FEET S.W. OF LIGHT POLE ON SER. STA. LOT, 59.59 FEET W. OF S.W.
 GV5587'CORNER OF 1 STORY BRICK AND C.B. BUILDING, 29.3 FEET S. OF C AND P
 GV5587'POLE NO. 3854.
 GV5587'
 GV5587'NEAREST TOWN--RICHMOND.
 GV5587
 GV5587                          STATION RECOVERY (1995)
 GV5587
 GV5587'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5587'MARK NOT FOUND.
 GV5587
 GV5587                          STATION RECOVERY (1999)
 GV5587
 GV5587'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5587'MARK NOT FOUND.
 GV5587
 GV5587                          STATION RECOVERY (2003)
 GV5587
 GV5587'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0868 ***********************************************************************
 GV0868  DESIGNATION -  100 USGS
 GV0868  PID         -  GV0868
 GV0868  STATE/COUNTY-  VA/MIDDLESEX
 GV0868  USGS QUAD   -  SALUDA (1986)
 GV0868
 GV0868                         *CURRENT SURVEY CONTROL
 GV0868  ___________________________________________________________________
 GV0868* NAD 83(1986)-  37 36 24.     (N)    076 35 42.     (W)     SCALED    
 GV0868* NAVD 88     -        30.488  (meters)     100.03   (feet)  ADJUSTED  
 GV0868  ___________________________________________________________________
 GV0868  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 GV0868  DYNAMIC HT  -          30.467 (meters)      99.96  (feet)  COMP
 GV0868  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 GV0868
 GV0868  VERT ORDER  -  FIRST     CLASS I
 GV0868
 GV0868.The horizontal coordinates were scaled from a topographic map and have
 GV0868.an estimated accuracy of +/- 6 seconds.
 GV0868
 GV0868.The orthometric height was determined by differential leveling
 GV0868.and adjusted by the National Geodetic Survey in June 1991..
 GV0868
 GV0868.The geoid height was determined by GEOID03.
 GV0868
 GV0868.The dynamic height is computed by dividing the NAVD 88
 GV0868.geopotential number by the normal gravity value computed on the
 GV0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0868.degrees latitude (g = 980.6199 gals.).
 GV0868
 GV0868.The modeled gravity was interpolated from observed gravity values.
 GV0868
 GV0868;                    North         East    Units  Estimated Accuracy
 GV0868;SPC VA S     - 1,143,010.    3,668,190.      MT  (+/- 180 meters Scaled)
 GV0868
 GV0868                          SUPERSEDED SURVEY CONTROL
 GV0868
 GV0868  NGVD 29 (??/??/??)   30.727  (m)          100.81   (f) ADJUSTED    1 1
 GV0868
 GV0868.Superseded values are not recommended for survey control.
 GV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0868.See file dsdata.txt to determine how the superseded data were derived.
 GV0868
 GV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG592633(NAD 83)
 GV0868_MARKER: P = PIPE CAP
 GV0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0868_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0868_STAMPING: 101.286 1916
 GV0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0868+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0868
 GV0868  HISTORY     - Date     Condition        Report By
 GV0868  HISTORY     - 1916     MONUMENTED       USGS
 GV0868  HISTORY     - 1971     GOOD             NGS
 GV0868  HISTORY     - 1978     GOOD             DMA
 GV0868  HISTORY     - 1987     GOOD             USPSQD
 GV0868  HISTORY     - 1990     GOOD             USPSQD
 GV0868  HISTORY     - 19980215 GOOD             USPSQD
 GV0868  HISTORY     - 20001231 GOOD             NGS
 GV0868  HISTORY     - 20030322 GOOD             USPSQD
 GV0868  HISTORY     - 20060110 GOOD             USPSQD
 GV0868
 GV0868                          STATION DESCRIPTION
 GV0868
 GV0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0868'AT SALUDA.
 GV0868'AT SALUDA, NEAR THE WEST CORNER OF THE COURTHOUSE YARD, 69.6
 GV0868'FEET WEST OF THE WEST CORNER OF THE COURTHOUSE BUILDING, 25 1/2
 GV0868'FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 618, 73 FEET
 GV0868'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 33 LEADING SOUTHEAST,
 GV0868'14.7 FEET WEST OF THE WEST CORNER OF A GRANITE MONUMENT, 4.6
 GV0868'FEET NORTHEAST OF A BRICK PILLAR IN BRICK WALL AROUND THE COURTHOUSE
 GV0868'BUILDING, 0.6 FOOT SOUTHEAST OF A BRICK WALL, A USGS PIPE AND CAP
 GV0868'ON IRON PIPE PROJECTING 13 INCHES ABOVE THE LEVEL OF THE GROUND
 GV0868'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GV0868
 GV0868                          STATION RECOVERY (1978)
 GV0868
 GV0868'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0868'RECOVERED IN GOOD CONDITION.
 GV0868
 GV0868                          STATION RECOVERY (1987)
 GV0868
 GV0868'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0868'RECOVERED IN GOOD CONDITION.
 GV0868
 GV0868                          STATION RECOVERY (1990)
 GV0868
 GV0868'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0868'RECOVERED IN GOOD CONDITION.
 GV0868
 GV0868                          STATION RECOVERY (1998)
 GV0868
 GV0868'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0868'RECOVERED IN GOOD CONDITION.
 GV0868
 GV0868                          STATION RECOVERY (2000)
 GV0868
 GV0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 GV0868'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0868
 GV0868                          STATION RECOVERY (2003)
 GV0868
 GV0868'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 GV0868'RECOVERED IN GOOD CONDITION.
 GV0868
 GV0868                          STATION RECOVERY (2006)
 GV0868
 GV0868'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1097 ***********************************************************************
 GV1097  DESIGNATION -  100 USGS
 GV1097  PID         -  GV1097
 GV1097  STATE/COUNTY-  VA/LANCASTER
 GV1097  USGS QUAD   -  LIVELY (1992)
 GV1097
 GV1097                         *CURRENT SURVEY CONTROL
 GV1097  ___________________________________________________________________
 GV1097* NAD 83(1986)-  37 46 42.     (N)    076 30 51.     (W)     SCALED    
 GV1097* NAVD 88     -        30.420  (meters)      99.80   (feet)  ADJUSTED  
 GV1097  ___________________________________________________________________
 GV1097  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 GV1097  DYNAMIC HT  -          30.400 (meters)      99.74  (feet)  COMP
 GV1097  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 GV1097
 GV1097  VERT ORDER  -  SECOND    CLASS 0
 GV1097
 GV1097.The horizontal coordinates were scaled from a topographic map and have
 GV1097.an estimated accuracy of +/- 6 seconds.
 GV1097
 GV1097.The orthometric height was determined by differential leveling
 GV1097.and adjusted by the National Geodetic Survey in June 1991..
 GV1097
 GV1097.The geoid height was determined by GEOID03.
 GV1097
 GV1097.The dynamic height is computed by dividing the NAVD 88
 GV1097.geopotential number by the normal gravity value computed on the
 GV1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1097.degrees latitude (g = 980.6199 gals.).
 GV1097
 GV1097.The modeled gravity was interpolated from observed gravity values.
 GV1097
 GV1097;                    North         East    Units  Estimated Accuracy
 GV1097;SPC VA S     - 1,162,200.    3,674,930.      MT  (+/- 180 meters Scaled)
 GV1097
 GV1097                          SUPERSEDED SURVEY CONTROL
 GV1097
 GV1097  NGVD 29 (05/17/90)   30.663  (m)          100.60   (f) ADJUSTED    2 0
 GV1097
 GV1097.Superseded values are not recommended for survey control.
 GV1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1097.See file dsdata.txt to determine how the superseded data were derived.
 GV1097
 GV1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG666823(NAD 83)
 GV1097_MARKER: P = PIPE CAP
 GV1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1097_STAMPING: 100 1916
 GV1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1097
 GV1097  HISTORY     - Date     Condition        Report By
 GV1097  HISTORY     - 1916     MONUMENTED       USGS
 GV1097  HISTORY     - 1961     GOOD             CGS
 GV1097  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 GV1097
 GV1097                          STATION DESCRIPTION
 GV1097
 GV1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1097'AT LIVELY.
 GV1097'AT LIVELY, LANCASTER COUNTY, ON STATE HIGHWAY 3, 80 YARDS NORTH
 GV1097'OF THE CHESAPEAKE BANKING COMPANY, AT MEL HEDLEYS GROCERY STORE,
 GV1097'1.6 FEET EAST OF THE NORTHEAST CORNER, AND 1 FOOT NORTH OF THE
 GV1097'NORTH END OF A CONCRETE WALK.  A UNITED STATES GEOLOGICAL
 GV1097'SURVEY STANDARD CAP, STAMPED 100 1916 AND RIVETED ON THE TOP
 GV1097'OF A 3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 GV1097
 GV1097                          STATION RECOVERY (1991)
 GV1097
 GV1097'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0877 ***********************************************************************
 HW0877  DESIGNATION -  1004.33
 HW0877  PID         -  HW0877
 HW0877  STATE/COUNTY-  VA/ROCKINGHAM
 HW0877  USGS QUAD   -  ELKTON WEST (1987)
 HW0877
 HW0877                         *CURRENT SURVEY CONTROL
 HW0877  ___________________________________________________________________
 HW0877* NAD 83(1986)-  38 25 07.     (N)    078 39 36.     (W)     SCALED    
 HW0877* NAVD 88     -       306.057  (meters)    1004.12   (feet)  ADJUSTED  
 HW0877  ___________________________________________________________________
 HW0877  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0877  DYNAMIC HT  -         305.839 (meters)    1003.41  (feet)  COMP
 HW0877  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 HW0877
 HW0877  VERT ORDER  -  SECOND    CLASS 0
 HW0877
 HW0877.The horizontal coordinates were scaled from a topographic map and have
 HW0877.an estimated accuracy of +/- 6 seconds.
 HW0877
 HW0877.The orthometric height was determined by differential leveling
 HW0877.and adjusted by the National Geodetic Survey in June 1991..
 HW0877
 HW0877.The geoid height was determined by GEOID03.
 HW0877
 HW0877.The dynamic height is computed by dividing the NAVD 88
 HW0877.geopotential number by the normal gravity value computed on the
 HW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0877.degrees latitude (g = 980.6199 gals.).
 HW0877
 HW0877.The modeled gravity was interpolated from observed gravity values.
 HW0877
 HW0877;                    North         East    Units  Estimated Accuracy
 HW0877;SPC VA N     - 2,083,480.    3,486,030.      MT  (+/- 180 meters Scaled)
 HW0877
 HW0877                          SUPERSEDED SURVEY CONTROL
 HW0877
 HW0877  NGVD 29 (??/??/92)  306.215  (m)         1004.64   (f) ADJ UNCH    2 0
 HW0877
 HW0877.Superseded values are not recommended for survey control.
 HW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0877.See file dsdata.txt to determine how the superseded data were derived.
 HW0877
 HW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC042548(NAD 83)
 HW0877_MARKER: N = NAIL
 HW0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0877_SP_SET: TREE
 HW0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0877
 HW0877  HISTORY     - Date     Condition        Report By
 HW0877  HISTORY     - UNK      MONUMENTED       USGS
 HW0877  HISTORY     - 1935     GOOD             NGS
 HW0877  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0877  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0877
 HW0877                          STATION DESCRIPTION
 HW0877
 HW0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0877'AT EAST POINT.
 HW0877'AT EAST POINT, ROCKINGHAM COUNTY, ON COUNTY ROAD 637, 2.4 MILES
 HW0877'EAST OF ELKTON, BETWEEN A SCHOOL AND A CHURCH, AT THE JUNCTION
 HW0877'OF A ROAD, 160 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 40
 HW0877'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 637, AND IN THE
 HW0877'EAST SIDE OF THE BASE OF A 48-INCH OAK TREE.  A UNITED STATES
 HW0877'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HW0877
 HW0877                          STATION RECOVERY (1968)
 HW0877
 HW0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0877'MARK NOT FOUND.
 HW0877
 HW0877                          STATION RECOVERY (1998)
 HW0877
 HW0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0507 ***********************************************************************
 FZ0507  DESIGNATION -  1007 RESET
 FZ0507  PID         -  FZ0507
 FZ0507  STATE/COUNTY-  VA/PULASKI
 FZ0507  USGS QUAD   -  FOSTERS FALLS (1985)
 FZ0507
 FZ0507                         *CURRENT SURVEY CONTROL
 FZ0507  ___________________________________________________________________
 FZ0507* NAD 83(1986)-  36 59 59.     (N)    080 46 31.     (W)     SCALED    
 FZ0507* NAVD 88     -       650.644  (meters)    2134.65   (feet)  ADJUSTED  
 FZ0507  ___________________________________________________________________
 FZ0507  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FZ0507  DYNAMIC HT  -         650.052 (meters)    2132.71  (feet)  COMP
 FZ0507  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 FZ0507
 FZ0507  VERT ORDER  -  FIRST     CLASS II
 FZ0507
 FZ0507.The horizontal coordinates were scaled from a topographic map and have
 FZ0507.an estimated accuracy of +/- 6 seconds.
 FZ0507
 FZ0507.The orthometric height was determined by differential leveling
 FZ0507.and adjusted by the National Geodetic Survey in June 1991..
 FZ0507
 FZ0507.The geoid height was determined by GEOID03.
 FZ0507
 FZ0507.The dynamic height is computed by dividing the NAVD 88
 FZ0507.geopotential number by the normal gravity value computed on the
 FZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0507.degrees latitude (g = 980.6199 gals.).
 FZ0507
 FZ0507.The modeled gravity was interpolated from observed gravity values.
 FZ0507
 FZ0507;                    North         East    Units  Estimated Accuracy
 FZ0507;SPC VA S     - 1,076,390.    3,297,500.      MT  (+/- 180 meters Scaled)
 FZ0507
 FZ0507                          SUPERSEDED SURVEY CONTROL
 FZ0507
 FZ0507  NGVD 29 (??/??/92)  650.736  (m)         2134.96   (f) ADJ UNCH    1 2
 FZ0507
 FZ0507.Superseded values are not recommended for survey control.
 FZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0507.See file dsdata.txt to determine how the superseded data were derived.
 FZ0507
 FZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA199948(NAD 83)
 FZ0507_MARKER: DD = SURVEY DISK
 FZ0507_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0507_SP_SET: ROCK CUT
 FZ0507_STAMPING: 1007 RESET 1954
 FZ0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0507+STABILITY: POSITION/ELEVATION WELL
 FZ0507
 FZ0507  HISTORY     - Date     Condition        Report By
 FZ0507  HISTORY     - 1954     MONUMENTED       VAGS
 FZ0507  HISTORY     - 1959     GOOD             NGS
 FZ0507
 FZ0507                          STATION DESCRIPTION
 FZ0507
 FZ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0507'1.6 MI SW FROM DRAPER.
 FZ0507'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 FZ0507'SCHOOL AT DRAPER, 1.1 MILES EAST-NORTHEAST OF THE JUNCTION OF STATE
 FZ0507'HIGHWAY 101, 1.05 MILES EAST-NORTHEAST OF CLOVER-LEAF JUNCTION NOW
 FZ0507'UNDER CONSTRUCTION FOR HIGHWAY 100 AND INTERSTATE HIGHWAY 81,
 FZ0507'0.25 MILE WEST-SOUTHWEST OF CULVERT FOR SLOAN BRANCH, 23 FEET
 FZ0507'NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY 100, 1/2 FOOT
 FZ0507'SOUTH-SOUTHEAST OF A WIRE FENCE, IN TOP AND NEAR THE CENTER OF A
 FZ0507'4 1/2-FOOT HIGH AND 12-FOOT WIDE ROCK EMBEDDED IN THE CUT BANK,
 FZ0507'AND ABOUT 6 FEET ABOVE THE LEVEL OF HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1294 ***********************************************************************
 GA1294  DESIGNATION -  101
 GA1294  PID         -  GA1294
 GA1294  STATE/COUNTY-  VA/LEE
 GA1294  USGS QUAD   -  KEOKEE (1978)
 GA1294
 GA1294                         *CURRENT SURVEY CONTROL
 GA1294  ___________________________________________________________________
 GA1294* NAD 83(1986)-  36 51 57.     (N)    082 52 41.     (W)     SCALED    
 GA1294* NAVD 88     -       660.764  (meters)    2167.86   (feet)  ADJUSTED  
 GA1294  ___________________________________________________________________
 GA1294  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1294  DYNAMIC HT  -         660.168 (meters)    2165.90  (feet)  COMP
 GA1294  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 GA1294
 GA1294  VERT ORDER  -  SECOND    CLASS 0
 GA1294
 GA1294.The horizontal coordinates were scaled from a topographic map and have
 GA1294.an estimated accuracy of +/- 6 seconds.
 GA1294
 GA1294.The orthometric height was determined by differential leveling
 GA1294.and adjusted by the National Geodetic Survey in June 1991..
 GA1294
 GA1294.The geoid height was determined by GEOID03.
 GA1294
 GA1294.The dynamic height is computed by dividing the NAVD 88
 GA1294.geopotential number by the normal gravity value computed on the
 GA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1294.degrees latitude (g = 980.6199 gals.).
 GA1294
 GA1294.The modeled gravity was interpolated from observed gravity values.
 GA1294
 GA1294;                    North         East    Units  Estimated Accuracy
 GA1294;SPC VA S     - 1,068,140.    3,109,770.      MT  (+/- 180 meters Scaled)
 GA1294
 GA1294                          SUPERSEDED SURVEY CONTROL
 GA1294
 GA1294  NGVD 29 (??/??/92)  660.871  (m)         2168.21   (f) ADJ UNCH    2 0
 GA1294
 GA1294.Superseded values are not recommended for survey control.
 GA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1294.See file dsdata.txt to determine how the superseded data were derived.
 GA1294
 GA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA325816(NAD 83)
 GA1294_MARKER: B = BOLT
 GA1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1294+STABILITY: SURFACE MOTION
 GA1294
 GA1294  HISTORY     - Date     Condition        Report By
 GA1294  HISTORY     - UNK      MONUMENTED       SOURR
 GA1294  HISTORY     - 1953     GOOD             NGS
 GA1294  HISTORY     - 1956     GOOD             NGS
 GA1294  HISTORY     - 1956     GOOD             NGS
 GA1294
 GA1294                          STATION DESCRIPTION
 GA1294
 GA1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1294'1.7 MI NE FROM KEOKEE.
 GA1294'1.7 MILES NORTHEAST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL
 GA1294'AT KEOKEE, ABOUT 0.1 MILE SOUTHWEST OF CROSSING OF A STEEL
 GA1294'TOWER POWER TRANSMISSION LINE, AT THE TOP OF A GRADE AND JUNCTION
 GA1294'OF AN ABANDONED TRAIL LEADING WEST, 28 FEET NORTHWEST OF CENTER
 GA1294'LINE OF ROAD, 37 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 15
 GA1294'FEET NORTH OF CENTER LINE OF TRAIL, ABOUT 3 FEET ABOVE LEVEL
 GA1294'OF ROAD AND IS A COPPER BOLT IN THE TOP OF A TRIANGULAR SHAPED
 GA1294'CONCRETE POST PROJECTING 6 INCHES WITH THE FIGURES 101 CAST
 GA1294'ON TOP OF POST.  NOTE-- THE COPPER BOLT PROJECTS ABOUT 1/4-INCH
 GA1294'ABOVE CONCRETE POST AND HAS BEEN BATTERED DOWN AT TIME OF
 GA1294'LEVELING.  NOTE-- THE ROAD HAS BEEN WORKED AND DEEP CUT IS AT
 GA1294'THIS LOCATION, MARK IS 16 FEET ABOVE LEVEL OF ROAD.
 GA1294
 GA1294                          STATION RECOVERY (1956)
 GA1294
 GA1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1294'RECOVERED IN GOOD CONDITION.
 GA1294
 GA1294                          STATION RECOVERY (1956)
 GA1294
 GA1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1294'1.7 MILES NORTHWEST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL AT
 GA1294'KEOKEE, ABOUT 0.1 MILE SOUTHWEST OF CROSSING OF A STEEL TOWER POWER
 GA1294'TRANSMISSION LINE, AT THE TOP OF A GRADE AND JUNCTION OF AN ABANDONED
 GA1294'TRAIL LEADING WEST, 28 FEET NORTHWEST OF CENTER LINE OF ROAD, 37 FEET
 GA1294'NORTH-NORTHEAST OF A TELEPHONE POLE, 15 FEET NORTH OF A CENTER LINE
 GA1294'OF TRAIL, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND IS A COPPER BOLT IN
 GA1294'THE TOP OF A TRIANGULAR SHAPED CONCRETE POST PROJECTING 6 INCHES WITH
 GA1294'THE FIGURES 101 CAST ON TOP OF POST. NOTE--THE COPPER BOLT PROJECT
 GA1294'ABOUT 1/4-INCH ABOVE CONCRETE POST AND HAS BEEN BATTERED DOWN AT TIME
 GA1294'OF LEVELING. NOTE--THE ROAD HAS BEEN WORKED AND DEEP CUT IN AT THIS
 GA1294'LOCATION, MARK IS 16 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6009 ***********************************************************************
 GV6009  DESIGNATION -  101
 GV6009  PID         -  GV6009
 GV6009  STATE/COUNTY-  VA/YORK
 GV6009  USGS QUAD   -  POQUOSON WEST (1983)
 GV6009
 GV6009                         *CURRENT SURVEY CONTROL
 GV6009  ___________________________________________________________________
 GV6009* NAD 83(1993)-  37 08 25.05994(N)    076 25 56.44245(W)     ADJUSTED  
 GV6009* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 GV6009  ___________________________________________________________________
 GV6009  X           -   1,194,216.613 (meters)                     COMP
 GV6009  Y           -  -4,948,521.298 (meters)                     COMP
 GV6009  Z           -   3,829,796.019 (meters)                     COMP
 GV6009  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GV6009  ELLIP HEIGHT-         -33.45  (meters)          (06/04/02) GPS OBS
 GV6009  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 GV6009
 GV6009  HORZ ORDER  -  SECOND
 GV6009  ELLP ORDER  -  FOURTH    CLASS II
 GV6009
 GV6009.The horizontal coordinates were established by GPS observations
 GV6009.and adjusted by the National Geodetic Survey in September 1995..
 GV6009
 GV6009.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6009
 GV6009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6009
 GV6009.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6009
 GV6009.The ellipsoidal height was determined by GPS observations
 GV6009.and is referenced to NAD 83.
 GV6009
 GV6009.The geoid height was determined by GEOID03.
 GV6009
 GV6009;                    North         East     Units Scale Factor Converg.
 GV6009;SPC VA S     - 1,091,563.525 3,683,683.445   MT  0.99995322   +1 15 17.7
 GV6009;SPC VA S     - 3,581,238.00 12,085,551.44   sFT  0.99995322   +1 15 17.7
 GV6009;UTM  18      - 4,111,396.048   372,786.470   MT  0.99979936   -0 51 53.7
 GV6009
 GV6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6009!SPC VA S     -   1.00000525  x   0.99995322  =   0.99995847
 GV6009!UTM  18      -   1.00000525  x   0.99979936  =   0.99980461
 GV6009
 GV6009                          SUPERSEDED SURVEY CONTROL
 GV6009
 GV6009  ELLIP H (09/08/95)  -33.37   (m)                       GP(       ) 4 2
 GV6009  NAD 83(1986)-  37 08 25.06980(N)    076 25 56.47453(W) AD(       ) 2
 GV6009  NGVD 29 (12/05/90)    3.1    (m)           10.     (f) GPS OBS        
 GV6009
 GV6009.Superseded values are not recommended for survey control.
 GV6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6009.See file dsdata.txt to determine how the superseded data were derived.
 GV6009
 GV6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7278611396(NAD 83)
 GV6009_MARKER: DD = SURVEY DISK
 GV6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6009_SP_SET: CONCRETE POST
 GV6009_STAMPING: STATION NO. 101
 GV6009_MARK LOGO: VA-199
 GV6009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6009+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 GV6009
 GV6009  HISTORY     - Date     Condition        Report By
 GV6009  HISTORY     - 1988     MONUMENTED       BSC
 GV6009  HISTORY     - 19890120 GOOD
 GV6009
 GV6009                          STATION DESCRIPTION
 GV6009
 GV6009'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6009'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6009'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6009'HIGHWAY) AND ROUTE 751 (ELLA TAYLOR ROAD), PROCEED EAST ON ROUTE 751
 GV6009'FOR 0.95 KM (0.60 MI) TO THE JUNCTION WITH ROUTE 614 (SHOWALTER ROAD).
 GV6009'TURN LEFT ONTO ROUTE 614 AND CONTINUE NORTH FOR APPROXIMATELY 0.07 KM
 GV6009'(0.05 MI) TO THE JUNCTION WITH ROUTE 679 (LINDSAY LANDING LANE).  TURN
 GV6009'RIGHT ONTO ROUTE 679 AND PROCEED EASTERLY FOR APPROXIMATELY 1.2 KM
 GV6009'(0.75 MI) TO THE JUNCTION WITH ROUTE 1516 (QUARTERMARSH DRIVE).  TURN
 GV6009'LEFT AND CONTINUE NORTH TO THE CUL-DE-SAC AT THE END OF ROUTE 1516.
 GV6009'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6009'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON THE EAST
 GV6009'SIDE OF THE CUL-DE-SAC AT THE END OF ROUTE 1516 (QUARTERMARSH DRIVE),
 GV6009'55.17 M (181.0 FT) NORTHEAST OF UTILITY POLE BL-31, 28.38 M (93.1 FT)
 GV6009'WEST OF THE SOUTHWEST CORNER OF THE TWO-STORY BRICK AND FRAME
 GV6009'RESIDENCE AT 110 QUARTERMARSH DRIVE. LOCATION OF REFERENCE MARKS
 GV6009'RELATIVE TO THE MAIN STATION
 GV6009'BEARING             DISTANCE
 GV6009'RM 1    N24 05 56W       16.47 M (54.0 FT)
 GV6009'RM 2    N84 05 40W       25.44 M (83.5 FT)
 GV6009'RM 3    S06 45 47W       146.94 M (482.1 FT)
 GV6009'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV6009'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6009'IT IS LOCATED 4.57 M (15.0 FT) SOUTHWEST OF THE CORNER OF THE
 GV6009'CONCRETE DRIVEWAY AT 110 QUARTERMARSH DRIVE (TWO-STORY BRICK AND FRAME
 GV6009'RESIDENCE), 5.49 M (18.0 FT) SOUTHEAST OF THE CENTER LINE OF ROUTE
 GV6009'1516 (QUARTERMARSH DRIVE).
 GV6009'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6009'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6009'2.  IT IS LOCATED 13.41 M (44.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6009'1516 (QUARTERMARSH DRIVE), OPPOSITE STATION 101.
 GV6009'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6009'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6009'3.  IT IS LOCATED 5.49 M (18.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV6009'679 (LINDSAY LANDING LANE), 7.93 M (26.0 FT) WEST OF THE CENTER LINE
 GV6009'OF ROUTE 1516 (QUARTERMARSH DRIVE).
 GV6009
 GV6009                          STATION RECOVERY (1989)
 GV6009
 GV6009'RECOVERED 1989
 GV6009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5586 ***********************************************************************
 GV5586  DESIGNATION -  101 C OF R 1972
 GV5586  PID         -  GV5586
 GV5586  STATE/COUNTY-  VA/C OF RICHMOND
 GV5586  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5586
 GV5586                         *CURRENT SURVEY CONTROL
 GV5586  ___________________________________________________________________
 GV5586* NAD 83(1993)-  37 28 23.47754(N)    077 28 56.70452(W)     ADJUSTED  
 GV5586* NAVD 88     -        63.54   (+/-2cm)     208.5    (feet)  VERTCON   
 GV5586  ___________________________________________________________________
 GV5586  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV5586  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5586
 GV5586  HORZ ORDER  -  SECOND
 GV5586  VERT ORDER  -  THIRD ? (See Below)
 GV5586
 GV5586.The horizontal coordinates were established by classical geodetic methods
 GV5586.and adjusted by the National Geodetic Survey in September 1995..
 GV5586
 GV5586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5586.The vertical order pertains to the NGVD 29 superseded value.
 GV5586
 GV5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5586
 GV5586.The geoid height was determined by GEOID03.
 GV5586
 GV5586;                    North         East     Units Scale Factor Converg.
 GV5586;SPC VA S     - 1,126,980.731 3,590,005.805   MT  0.99994710   +0 37 03.3
 GV5586;SPC VA S     - 3,697,435.95 11,778,210.71   sFT  0.99994710   +0 37 03.3
 GV5586;UTM  18      - 4,150,260.977   280,482.459   MT  1.00019361   -1 30 39.2
 GV5586
 GV5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5586!SPC VA S     -   0.99999522  x   0.99994710  =   0.99994232
 GV5586!UTM  18      -   0.99999522  x   1.00019361  =   1.00018883
 GV5586
 GV5586:                Primary Azimuth Mark                     Grid Az
 GV5586:SPC VA S     -  102 C OF R 1972                          015 39 36.5
 GV5586:UTM  18      -  102 C OF R 1972                          017 47 19.0
 GV5586
 GV5586|---------------------------------------------------------------------|
 GV5586| PID    Reference Object                     Distance      Geod. Az  |
 GV5586|                                                           dddmmss.s |
 GV5586| GV5580 102 C OF R 1972                     APPROX. 1.1 KM 0161639.8 |
 GV5586| GV5587 100 C OF R 1972                     284.870 METERS 18252     |
 GV5586|---------------------------------------------------------------------|
 GV5586
 GV5586                          SUPERSEDED SURVEY CONTROL
 GV5586
 GV5586  NAD 83(1993)-  37 28 23.47750(N)    077 28 56.70441(W) AD(       ) 2
 GV5586  NAD 83(1986)-  37 28 23.48388(N)    077 28 56.72129(W) AD(       ) 2
 GV5586  NAD 27      -  37 28 22.95209(N)    077 28 57.77360(W) AD(       ) 2
 GV5586  NGVD 29 (07/19/86)   63.85   (m)          209.5    (f) LEVELING    3  
 GV5586
 GV5586.Superseded values are not recommended for survey control.
 GV5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5586.See file dsdata.txt to determine how the superseded data were derived.
 GV5586
 GV5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8048250261(NAD 83)
 GV5586_MARKER: Z = SEE DESCRIPTION
 GV5586_SETTING: 0 = UNSPECIFIED SETTING
 GV5586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5586
 GV5586  HISTORY     - Date     Condition        Report By
 GV5586  HISTORY     - 1972     MONUMENTED       VA2060
 GV5586  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5586  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5586  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5586
 GV5586                          STATION DESCRIPTION
 GV5586
 GV5586'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5586'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5586'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5586'BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25 MILES TO BROAD ROCK RD.
 GV5586'(ROUTE 10), THENCE NORTHEAST ON BROAD ROCK RD. 0.10 MILE TO POINT
 GV5586'NO. 101.
 GV5586'
 GV5586'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5586'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5586'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5586'10 INCHES BELOW GROUND.
 GV5586'
 GV5586'28.7 FEET N. OF VEPCO POLE NO. JK89, 41.2 FEET E. OF VEPCO POLE NO.
 GV5586'JK88, 23.2 FEET N.W. OF BACK EDGE OF CURB ON BROAD ROCK RD.
 GV5586'(RT. 10).
 GV5586'
 GV5586'NEAREST TOWN--RICHMOND.
 GV5586
 GV5586                          STATION RECOVERY (1995)
 GV5586
 GV5586'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5586'MARK NOT FOUND.
 GV5586
 GV5586                          STATION RECOVERY (1999)
 GV5586
 GV5586'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5586'MARK NOT FOUND.
 GV5586
 GV5586                          STATION RECOVERY (2003)
 GV5586
 GV5586'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0729 ***********************************************************************
 HW0729  DESIGNATION -  1015.64
 HW0729  PID         -  HW0729
 HW0729  STATE/COUNTY-  VA/ROCKINGHAM
 HW0729  USGS QUAD   -  MC GAHEYSVILLE (1987)
 HW0729
 HW0729                         *CURRENT SURVEY CONTROL
 HW0729  ___________________________________________________________________
 HW0729* NAD 83(1986)-  38 20 35.     (N)    078 42 24.     (W)     SCALED    
 HW0729* NAVD 88     -       309.463  (meters)    1015.30   (feet)  ADJUSTED  
 HW0729  ___________________________________________________________________
 HW0729  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW0729  DYNAMIC HT  -         309.237 (meters)    1014.56  (feet)  COMP
 HW0729  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 HW0729
 HW0729  VERT ORDER  -  SECOND    CLASS 0
 HW0729
 HW0729.The horizontal coordinates were scaled from a topographic map and have
 HW0729.an estimated accuracy of +/- 6 seconds.
 HW0729
 HW0729.The orthometric height was determined by differential leveling
 HW0729.and adjusted by the National Geodetic Survey in June 1991..
 HW0729
 HW0729.The geoid height was determined by GEOID03.
 HW0729
 HW0729.The dynamic height is computed by dividing the NAVD 88
 HW0729.geopotential number by the normal gravity value computed on the
 HW0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0729.degrees latitude (g = 980.6199 gals.).
 HW0729
 HW0729.The modeled gravity was interpolated from observed gravity values.
 HW0729
 HW0729;                    North         East    Units  Estimated Accuracy
 HW0729;SPC VA N     - 2,075,100.    3,481,930.      MT  (+/- 180 meters Scaled)
 HW0729
 HW0729                          SUPERSEDED SURVEY CONTROL
 HW0729
 HW0729  NGVD 29 (??/??/92)  309.638  (m)         1015.87   (f) ADJ UNCH    2 0
 HW0729
 HW0729.Superseded values are not recommended for survey control.
 HW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0729.See file dsdata.txt to determine how the superseded data were derived.
 HW0729
 HW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC004463(NAD 83)
 HW0729_MARKER: Q = CHISELED SQUARE
 HW0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0729_SP_SET: ABUTMENT
 HW0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0729
 HW0729  HISTORY     - Date     Condition        Report By
 HW0729  HISTORY     - UNK      MONUMENTED       USGS
 HW0729  HISTORY     - 1935     GOOD             NGS
 HW0729  HISTORY     - 1942     GOOD             NGS
 HW0729  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 HW0729
 HW0729                          STATION DESCRIPTION
 HW0729
 HW0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0729'6.9 MI SW FROM ELKTON.
 HW0729'6.9 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HW0729'THE CITY PRODUCE EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY,
 HW0729'ABOUT 0.3 MILE SOUTH OF MILEPOST 119, AT TRESTLE 516, ON THE
 HW0729'TOP OF THE NORTH CONCRETE ABUTMENT, 10 INCHES SOUTH OF RV 33,
 HW0729'DESCRIBED ABOVE, AND 8 FEET EAST OF THE CENTER LINE OF THE
 HW0729'TRACK.  A CHISELED SQUARE.
 HW0729
 HW0729                          STATION RECOVERY (1942)
 HW0729
 HW0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0729'RECOVERED IN GOOD CONDITION.
 HW0729
 HW0729                          STATION RECOVERY (1998)
 HW0729
 HW0729'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6010 ***********************************************************************
 GV6010  DESIGNATION -  102
 GV6010  PID         -  GV6010
 GV6010  STATE/COUNTY-  VA/YORK
 GV6010  USGS QUAD   -  POQUOSON WEST (1983)
 GV6010
 GV6010                         *CURRENT SURVEY CONTROL
 GV6010  ___________________________________________________________________
 GV6010* NAD 83(1993)-  37 08 51.29203(N)    076 27 31.52371(W)     ADJUSTED  
 GV6010* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 GV6010  ___________________________________________________________________
 GV6010  X           -   1,191,823.327 (meters)                     COMP
 GV6010  Y           -  -4,948,606.000 (meters)                     COMP
 GV6010  Z           -   3,830,447.998 (meters)                     COMP
 GV6010  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 GV6010  ELLIP HEIGHT-         -21.25  (meters)          (06/04/02) GPS OBS
 GV6010  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 GV6010
 GV6010  HORZ ORDER  -  SECOND
 GV6010  ELLP ORDER  -  FOURTH    CLASS II
 GV6010
 GV6010.The horizontal coordinates were established by GPS observations
 GV6010.and adjusted by the National Geodetic Survey in September 1995..
 GV6010
 GV6010.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6010
 GV6010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6010
 GV6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6010
 GV6010.The ellipsoidal height was determined by GPS observations
 GV6010.and is referenced to NAD 83.
 GV6010
 GV6010.The geoid height was determined by GEOID03.
 GV6010
 GV6010;                    North         East     Units Scale Factor Converg.
 GV6010;SPC VA S     - 1,092,320.916 3,681,320.025   MT  0.99995273   +1 14 20.0
 GV6010;SPC VA S     - 3,583,722.87 12,077,797.45   sFT  0.99995273   +1 14 20.0
 GV6010;UTM  18      - 4,112,240.217   370,453.033   MT  0.99980674   -0 52 51.7
 GV6010
 GV6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6010!SPC VA S     -   1.00000333  x   0.99995273  =   0.99995606
 GV6010!UTM  18      -   1.00000333  x   0.99980674  =   0.99981007
 GV6010
 GV6010                          SUPERSEDED SURVEY CONTROL
 GV6010
 GV6010  ELLIP H (09/08/95)  -21.16   (m)                       GP(       ) 4 2
 GV6010  NAD 83(1986)-  37 08 51.30188(N)    076 27 31.55548(W) AD(       ) 2
 GV6010  NGVD 29 (12/05/90)   15.3    (m)           50.     (f) GPS OBS        
 GV6010
 GV6010.Superseded values are not recommended for survey control.
 GV6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6010.See file dsdata.txt to determine how the superseded data were derived.
 GV6010
 GV6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7045312240(NAD 83)
 GV6010_MARKER: DD = SURVEY DISK
 GV6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6010_SP_SET: CONCRETE POST
 GV6010_STAMPING: STATION NO. 102
 GV6010_MARK LOGO: VA-199
 GV6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6010+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GV6010
 GV6010  HISTORY     - Date     Condition        Report By
 GV6010  HISTORY     - 1988     MONUMENTED       BSC
 GV6010  HISTORY     - 19890117 GOOD
 GV6010
 GV6010                          STATION DESCRIPTION
 GV6010
 GV6010'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6010'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.
 GV6010'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6010'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV6010'MEDIAN OF THE SEVEN-ELEVEN STORE PARKING LOT AT THE SOUTHEAST CORNER
 GV6010'OF THE INTERSECTION OF ROUTES 17 (GEORGE WASHINGTON HIGHWAY) AND 620
 GV6010'(LAKESIDE DRIVE), 0.31 M (1.0 FT) NORHTWEST OF THE ONE-WAY TRAFFIC
 GV6010'CONTROL SIGN. LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6010'BEARING             DISTANCE
 GV6010'RM 1    S13 28 41E       39.92 M (131.0 FT)
 GV6010'RM 2    N68 18 14E       46.02 M (151.0 FT)
 GV6010'RM 3    N52 56 55E       65.57 M (215.1 FT)
 GV6010'STA 107  RM 3  S78 30 41W       317.43 M (1041.4 FT)
 GV6010'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6010'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6010'1.IT IS LOCATED 5.79 M (19.0 FT) EAST OF THE EDGE OF THE CONCRETE
 GV6010'PAVEMENT OF THE NORTHBOUND LANES ROUTE 17 (GEORGE WASHINGTON HIGHWAY),
 GV6010'14.94 M (49.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE PIZZA HUT
 GV6010'BUILDING .
 GV6010'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6010'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6010'2.  IT IS LOCATED 7.47 M (24.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6010'620 (LAKESIDE DRIVE), 2.90 M (9.5 FT) SOUTHWEST OF UTILITY POLE YB-12.
 GV6010'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6010'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6010'3.  IT IS LOCATED 7.77 M (25.5 FT) NORTH OF THE NATURAL EDGE OF THE
 GV6010'PAVEMENT OF ROUTE 620 (LAKESIDE DRIVE), 9.14 M (30.0 FT) EAST OF THE
 GV6010'CENTER LINE OF THE ENTRANCE ROAD TO THE SOVRAN BANK.
 GV6010
 GV6010                          STATION RECOVERY (1989)
 GV6010
 GV6010'RECOVERED 1989
 GV6010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5580 ***********************************************************************
 GV5580  DESIGNATION -  102 C OF R 1972
 GV5580  PID         -  GV5580
 GV5580  STATE/COUNTY-  VA/C OF RICHMOND
 GV5580  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5580
 GV5580                         *CURRENT SURVEY CONTROL
 GV5580  ___________________________________________________________________
 GV5580* NAD 83(1993)-  37 28 58.32831(N)    077 28 43.93457(W)     ADJUSTED  
 GV5580* NAVD 88     -        62.77   (+/-2cm)     205.9    (feet)  VERTCON   
 GV5580  ___________________________________________________________________
 GV5580  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5580  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5580
 GV5580  HORZ ORDER  -  SECOND
 GV5580  VERT ORDER  -  THIRD ? (See Below)
 GV5580
 GV5580.The horizontal coordinates were established by classical geodetic methods
 GV5580.and adjusted by the National Geodetic Survey in September 1995..
 GV5580
 GV5580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5580.The vertical order pertains to the NGVD 29 superseded value.
 GV5580
 GV5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5580
 GV5580.The geoid height was determined by GEOID03.
 GV5580
 GV5580;                    North         East     Units Scale Factor Converg.
 GV5580;SPC VA S     - 1,128,058.435 3,590,307.925   MT  0.99994742   +0 37 11.1
 GV5580;SPC VA S     - 3,700,971.72 11,779,201.92   sFT  0.99994742   +0 37 11.1
 GV5580;UTM  18      - 4,151,326.977   280,824.483   MT  1.00019176   -1 30 32.6
 GV5580
 GV5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5580!SPC VA S     -   0.99999534  x   0.99994742  =   0.99994276
 GV5580!UTM  18      -   0.99999534  x   1.00019176  =   1.00018710
 GV5580
 GV5580:                Primary Azimuth Mark                     Grid Az
 GV5580:SPC VA S     -  103 C OF R 1972                          033 36 28.5
 GV5580:UTM  18      -  103 C OF R 1972                          035 44 12.2
 GV5580
 GV5580|---------------------------------------------------------------------|
 GV5580| PID    Reference Object                     Distance      Geod. Az  |
 GV5580|                                                           dddmmss.s |
 GV5580| GV5575 103 C OF R 1972                     APPROX. 0.5 KM 0341339.6 |
 GV5580| GV5586 101 C OF R 1972                     APPROX. 1.1 KM 1961647.5 |
 GV5580| GV5582 120 C OF R 1972                     199.915 METERS 32803     |
 GV5580|---------------------------------------------------------------------|
 GV5580
 GV5580                          SUPERSEDED SURVEY CONTROL
 GV5580
 GV5580  NAD 83(1993)-  37 28 58.32828(N)    077 28 43.93450(W) AD(       ) 2
 GV5580  NAD 83(1986)-  37 28 58.33459(N)    077 28 43.95146(W) AD(       ) 2
 GV5580  NAD 27      -  37 28 57.80362(N)    077 28 45.00468(W) AD(       ) 2
 GV5580  NGVD 29 (07/19/86)   63.08   (m)          207.0    (f) LEVELING    3  
 GV5580
 GV5580.Superseded values are not recommended for survey control.
 GV5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5580.See file dsdata.txt to determine how the superseded data were derived.
 GV5580
 GV5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8082451327(NAD 83)
 GV5580_MARKER: Z = SEE DESCRIPTION
 GV5580_SETTING: 0 = UNSPECIFIED SETTING
 GV5580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5580
 GV5580  HISTORY     - Date     Condition        Report By
 GV5580  HISTORY     - 1972     MONUMENTED       VA2060
 GV5580  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV5580  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5580  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5580
 GV5580                          STATION DESCRIPTION
 GV5580
 GV5580'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5580'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5580'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5580'BLVD., THENCE WEST ON WALMSLEY BLVD. 2.35 MILES TO INTERSECTION
 GV5580'WITH BROAD ROCK RD. (ROUTE 10), THENCE NORTHEAST ON BROAD ROCK RD.
 GV5580'0.80 MILE TO POINT NO. 102.
 GV5580'
 GV5580'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5580'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5580'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5580'10 INCHES BELOW GROUND.
 GV5580'
 GV5580'5.5 FEET N.E. OF VEPCO POLE NO. MC36, 47.0 FEET N.E. OF E.P. OF
 GV5580'BROAD ROCK RD. (RT. 10), 52.7 FEET S. OF TRIPLE LOCUS TREE (20
 GV5580'INCHES AT BASE).
 GV5580'
 GV5580'NEAREST TOWN--RICHMOND.
 GV5580
 GV5580                          STATION RECOVERY (1995)
 GV5580
 GV5580'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5580'MARK NOT FOUND.
 GV5580
 GV5580                          STATION RECOVERY (1999)
 GV5580
 GV5580'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5580'MARK NOT FOUND.
 GV5580
 GV5580                          STATION RECOVERY (2003)
 GV5580
 GV5580'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0858 ***********************************************************************
 GV0858  DESIGNATION -  102 USGS
 GV0858  PID         -  GV0858
 GV0858  STATE/COUNTY-  VA/KING AND QUEEN
 GV0858  USGS QUAD   -  SHACKLEFORDS (1986)
 GV0858
 GV0858                         *CURRENT SURVEY CONTROL
 GV0858  ___________________________________________________________________
 GV0858* NAD 83(1986)-  37 32 56.     (N)    076 40 59.     (W)     SCALED    
 GV0858* NAVD 88     -        30.687  (meters)     100.68   (feet)  ADJUSTED  
 GV0858  ___________________________________________________________________
 GV0858  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 GV0858  DYNAMIC HT  -          30.666 (meters)     100.61  (feet)  COMP
 GV0858  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 GV0858  OBS GRAVITY -     979,947.0   (mgal)                       GRAV_OBS
 GV0858
 GV0858  VERT ORDER  -  FIRST     CLASS I
 GV0858
 GV0858.The horizontal coordinates were scaled from a topographic map and have
 GV0858.an estimated accuracy of +/- 6 seconds.
 GV0858
 GV0858.The orthometric height was determined by differential leveling
 GV0858.and adjusted by the National Geodetic Survey in June 1991..
 GV0858.WARNING-Repeat measurements at this control monument indicate possible
 GV0858.vertical movement.
 GV0858
 GV0858.The geoid height was determined by GEOID03.
 GV0858
 GV0858.The dynamic height is computed by dividing the NAVD 88
 GV0858.geopotential number by the normal gravity value computed on the
 GV0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0858.degrees latitude (g = 980.6199 gals.).
 GV0858
 GV0858.The modeled gravity was interpolated from observed gravity values.
 GV0858.The observed gravity was obtained from relative gravimeter ties
 GV0858.to the IGSN71 gravity network.
 GV0858
 GV0858;                    North         East    Units  Estimated Accuracy
 GV0858;SPC VA S     - 1,136,440.    3,660,540.      MT  (+/- 180 meters Scaled)
 GV0858
 GV0858                          SUPERSEDED SURVEY CONTROL
 GV0858
 GV0858  NGVD 29 (??/??/??)   30.924  (m)          101.46   (f) ADJUSTED    1 1
 GV0858
 GV0858.Superseded values are not recommended for survey control.
 GV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0858.See file dsdata.txt to determine how the superseded data were derived.
 GV0858
 GV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG513570(NAD 83)
 GV0858_MARKER: P = PIPE CAP
 GV0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0858_STAMPING: 101.748
 GV0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0858
 GV0858  HISTORY     - Date     Condition        Report By
 GV0858  HISTORY     - UNK      MONUMENTED       USGS
 GV0858  HISTORY     - 1971     GOOD             NGS
 GV0858  HISTORY     - 1978     GOOD             DMA
 GV0858  HISTORY     - 1990     GOOD             USPSQD
 GV0858  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV0858
 GV0858                          STATION DESCRIPTION
 GV0858
 GV0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0858'3 MI E FROM SHACKLEFORDS.
 GV0858'ABOUT 2.95 MILES EAST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 GV0858'AT SHACKLEFORDS, 154 FEET NORTHWEST OF THE WEST CORNER OF THE
 GV0858'BEULAH WESLEYAN CHURCH, 95.5 FEET SOUTHEAST OF THE CENTER LINE OF
 GV0858'THE HIGHWAY, 45 FEET SOUTHEAST OF TELEPHONE POLE NO. X 14948-24,
 GV0858'18 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 2 1/2
 GV0858'FEET NORTH OF A 22 INCH OAK TREE, 3 FEET ABOVE THE LEVEL OF THE
 GV0858'HIGHWAY, A USGS PIPE AND CAP ON THE TOP OF A 3-INCH IRON PIPE
 GV0858'WHICH PROJECTS 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0858
 GV0858                          STATION RECOVERY (1978)
 GV0858
 GV0858'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0858'RECOVERED IN GOOD CONDITION.
 GV0858
 GV0858                          STATION RECOVERY (1990)
 GV0858
 GV0858'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0858'RECOVERED IN GOOD CONDITION.
 GV0858
 GV0858                          STATION RECOVERY (2000)
 GV0858
 GV0858'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0069 ***********************************************************************
 GV0069  DESIGNATION -  102 USGS
 GV0069  PID         -  GV0069
 GV0069  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0069  USGS QUAD   -  HEATHSVILLE (1992)
 GV0069
 GV0069                         *CURRENT SURVEY CONTROL
 GV0069  ___________________________________________________________________
 GV0069* NAD 83(1986)-  37 55 03.     (N)    076 28 21.     (W)     SCALED    
 GV0069* NAVD 88     -        30.745  (meters)     100.87   (feet)  ADJUSTED  
 GV0069  ___________________________________________________________________
 GV0069  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 GV0069  DYNAMIC HT  -          30.725 (meters)     100.80  (feet)  COMP
 GV0069  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 GV0069
 GV0069  VERT ORDER  -  SECOND    CLASS 0
 GV0069
 GV0069.The horizontal coordinates were scaled from a topographic map and have
 GV0069.an estimated accuracy of +/- 6 seconds.
 GV0069
 GV0069.The orthometric height was determined by differential leveling
 GV0069.and adjusted by the National Geodetic Survey in June 1991..
 GV0069
 GV0069.The geoid height was determined by GEOID03.
 GV0069
 GV0069.The dynamic height is computed by dividing the NAVD 88
 GV0069.geopotential number by the normal gravity value computed on the
 GV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0069.degrees latitude (g = 980.6199 gals.).
 GV0069
 GV0069.The modeled gravity was interpolated from observed gravity values.
 GV0069
 GV0069;                    North         East    Units  Estimated Accuracy
 GV0069;SPC VA S     - 1,177,720.    3,678,260.      MT  (+/- 180 meters Scaled)
 GV0069
 GV0069                          SUPERSEDED SURVEY CONTROL
 GV0069
 GV0069  NGVD 29 (05/17/90)   30.990  (m)          101.67   (f) ADJUSTED    2 0
 GV0069
 GV0069.Superseded values are not recommended for survey control.
 GV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0069.See file dsdata.txt to determine how the superseded data were derived.
 GV0069
 GV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG705976(NAD 83)
 GV0069_MARKER: DD = SURVEY DISK
 GV0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0069_SP_SET: FOUNDATION
 GV0069_STAMPING: 102 1916
 GV0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0069
 GV0069  HISTORY     - Date     Condition        Report By
 GV0069  HISTORY     - 1916     MONUMENTED       USGS
 GV0069  HISTORY     - 1942     GOOD             CGS
 GV0069  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV0069
 GV0069                          STATION DESCRIPTION
 GV0069
 GV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0069'AT HEATHSVILLE.
 GV0069'AT HEATHSVILLE, ABOUT 70 YARDS EAST OF THE COURTHOUSE, AT THE
 GV0069'CITY PUMP, AND 25 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GV0069'HIGHWAY 360.  A U.S.G.S. DISK, SET IN THE TOP OF THE SOUTHEAST
 GV0069'CORNER OF THE CONCRETE FOUNDATION OF THE WELL.
 GV0069
 GV0069                          STATION RECOVERY (2002)
 GV0069
 GV0069'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1025 ***********************************************************************
 GV1025  DESIGNATION -  102 USGS
 GV1025  PID         -  GV1025
 GV1025  STATE/COUNTY-  VA/LANCASTER
 GV1025  USGS QUAD   -  LIVELY (1992)
 GV1025
 GV1025                         *CURRENT SURVEY CONTROL
 GV1025  ___________________________________________________________________
 GV1025* NAD 83(1986)-  37 48 03.     (N)    076 34 07.     (W)     SCALED    
 GV1025* NAVD 88     -        30.944  (meters)     101.52   (feet)  ADJUSTED  
 GV1025  ___________________________________________________________________
 GV1025  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 GV1025  DYNAMIC HT  -          30.924 (meters)     101.46  (feet)  COMP
 GV1025  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 GV1025
 GV1025  VERT ORDER  -  SECOND    CLASS 0
 GV1025
 GV1025.The horizontal coordinates were scaled from a topographic map and have
 GV1025.an estimated accuracy of +/- 6 seconds.
 GV1025
 GV1025.The orthometric height was determined by differential leveling
 GV1025.and adjusted by the National Geodetic Survey in June 1991..
 GV1025
 GV1025.The geoid height was determined by GEOID03.
 GV1025
 GV1025.The dynamic height is computed by dividing the NAVD 88
 GV1025.geopotential number by the normal gravity value computed on the
 GV1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1025.degrees latitude (g = 980.6199 gals.).
 GV1025
 GV1025.The modeled gravity was interpolated from observed gravity values.
 GV1025
 GV1025;                    North         East    Units  Estimated Accuracy
 GV1025;SPC VA S     - 1,164,600.    3,670,080.      MT  (+/- 180 meters Scaled)
 GV1025
 GV1025                          SUPERSEDED SURVEY CONTROL
 GV1025
 GV1025  NGVD 29 (05/17/90)   31.188  (m)          102.32   (f) ADJUSTED    2 0
 GV1025
 GV1025.Superseded values are not recommended for survey control.
 GV1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1025.See file dsdata.txt to determine how the superseded data were derived.
 GV1025
 GV1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG619848(NAD 83)
 GV1025_MARKER: P = PIPE CAP
 GV1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1025_STAMPING: 102 1916
 GV1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1025
 GV1025  HISTORY     - Date     Condition        Report By
 GV1025  HISTORY     - 1916     MONUMENTED       USGS
 GV1025  HISTORY     - 1965     GOOD             CGS
 GV1025  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 GV1025  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 GV1025  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV1025
 GV1025                          STATION DESCRIPTION
 GV1025
 GV1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV1025'AT LITWALTON.
 GV1025'AT LITWALTON, LANCASTER COUNTY, ON STATE HIGHWAY 3, AT THE W.T.
 GV1025'RICHARDSON GENERAL STORE, 8.2 FEET SOUTH OF THE SOUTH WALL, AND
 GV1025'1.6 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH.  A UNITED
 GV1025'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 102 1916 AND RIVETED
 GV1025'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GV1025
 GV1025                          STATION RECOVERY (1994)
 GV1025
 GV1025'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1025'MARK NOT FOUND.
 GV1025
 GV1025                          STATION RECOVERY (1998)
 GV1025
 GV1025'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1025'MARK NOT FOUND.
 GV1025
 GV1025                          STATION RECOVERY (2002)
 GV1025
 GV1025'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0070 ***********************************************************************
 GV0070  DESIGNATION -  102 USGS RESET 1950
 GV0070  PID         -  GV0070
 GV0070  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0070  USGS QUAD   -  HEATHSVILLE (1992)
 GV0070
 GV0070                         *CURRENT SURVEY CONTROL
 GV0070  ___________________________________________________________________
 GV0070* NAD 83(1986)-  37 55 03.     (N)    076 28 21.     (W)     SCALED    
 GV0070* NAVD 88     -        30.63   (meters)     100.5    (feet)  RESET     
 GV0070  ___________________________________________________________________
 GV0070  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 GV0070
 GV0070  VERT ORDER  -  THIRD
 GV0070
 GV0070.The horizontal coordinates were scaled from a topographic map and have
 GV0070.an estimated accuracy of +/- 6 seconds.
 GV0070
 GV0070.The orthometric height was computed from unverified reset data.
 GV0070.No vertical observational check was made to the station.
 GV0070
 GV0070.The geoid height was determined by GEOID03.
 GV0070
 GV0070;                    North         East    Units  Estimated Accuracy
 GV0070;SPC VA S     - 1,177,720.    3,678,260.      MT  (+/- 180 meters Scaled)
 GV0070
 GV0070                          SUPERSEDED SURVEY CONTROL
 GV0070
 GV0070  NGVD 29 (??/??/??)   30.72   (m)          100.8    (f) RESET       3  
 GV0070
 GV0070.Superseded values are not recommended for survey control.
 GV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0070.See file dsdata.txt to determine how the superseded data were derived.
 GV0070
 GV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG705976(NAD 83)
 GV0070_MARKER: DD = SURVEY DISK
 GV0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0070_STAMPING: 102 RESET 1950
 GV0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0070+STABILITY: SURFACE MOTION
 GV0070
 GV0070  HISTORY     - Date     Condition        Report By
 GV0070  HISTORY     - 1950     MONUMENTED       VADH
 GV0070  HISTORY     - 1961     GOOD             CGS
 GV0070  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0070  HISTORY     - 19910729 MARK NOT FOUND   USPSQD
 GV0070  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV0070
 GV0070                          STATION DESCRIPTION
 GV0070
 GV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0070'AT HEATHSVILLE.
 GV0070'AT HEATHSVILLE, NORTHUMBERLAND COUNTY, ON U.S. HIGHWAY 360, 0.1
 GV0070'MILE SOUTHEAST OF THE INTERSECTION OF SECONDARY STATE HIGHWAY
 GV0070'634, 70 YARDS EAST OF THE COURTHOUSE, AND 21 FEET EAST OF THE
 GV0070'CENTER OF CURB-AND-GUTTER PROJECT STATION 295+10.  A UNITED
 GV0070'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 102 RESET 1950
 GV0070'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE CURB.
 GV0070
 GV0070                          STATION RECOVERY (1971)
 GV0070
 GV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0070'MARK NOT FOUND.
 GV0070
 GV0070                          STATION RECOVERY (1991)
 GV0070
 GV0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0070'MARK NOT FOUND.
 GV0070
 GV0070                          STATION RECOVERY (2002)
 GV0070
 GV0070'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1689 ***********************************************************************
 HW1689  DESIGNATION -  1021
 HW1689  PID         -  HW1689
 HW1689  STATE/COUNTY-  VA/AUGUSTA
 HW1689  USGS QUAD   -  STOKESVILLE (1967)
 HW1689
 HW1689                         *CURRENT SURVEY CONTROL
 HW1689  ___________________________________________________________________
 HW1689* NAD 83(1986)-  38 18 54.     (N)    079 10 00.     (W)     SCALED    
 HW1689* NAVD 88     -       502.943  (meters)    1650.07   (feet)  ADJUSTED  
 HW1689  ___________________________________________________________________
 HW1689  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HW1689  DYNAMIC HT  -         502.561 (meters)    1648.82  (feet)  COMP
 HW1689  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 HW1689
 HW1689  VERT ORDER  -  SECOND    CLASS 0
 HW1689
 HW1689.The horizontal coordinates were scaled from a topographic map and have
 HW1689.an estimated accuracy of +/- 6 seconds.
 HW1689
 HW1689.The orthometric height was determined by differential leveling
 HW1689.and adjusted by the National Geodetic Survey in June 1991..
 HW1689
 HW1689.The geoid height was determined by GEOID03.
 HW1689
 HW1689.The dynamic height is computed by dividing the NAVD 88
 HW1689.geopotential number by the normal gravity value computed on the
 HW1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1689.degrees latitude (g = 980.6199 gals.).
 HW1689
 HW1689.The modeled gravity was interpolated from observed gravity values.
 HW1689
 HW1689;                    North         East    Units  Estimated Accuracy
 HW1689;SPC VA N     - 2,072,180.    3,441,700.      MT  (+/- 180 meters Scaled)
 HW1689
 HW1689                          SUPERSEDED SURVEY CONTROL
 HW1689
 HW1689  NGVD 29 (??/??/92)  503.060  (m)         1650.46   (f) ADJ UNCH    2 0
 HW1689
 HW1689.Superseded values are not recommended for survey control.
 HW1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1689.See file dsdata.txt to determine how the superseded data were derived.
 HW1689
 HW1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC602423(NAD 83)
 HW1689_MARKER: DD = SURVEY DISK
 HW1689_SETTING: 0 = UNSPECIFIED SETTING
 HW1689_STAMPING: 1021 1926
 HW1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1689
 HW1689  HISTORY     - Date     Condition        Report By
 HW1689  HISTORY     - 1926     MONUMENTED       USFS
 HW1689  HISTORY     - 1962     GOOD             NGS
 HW1689
 HW1689                          STATION DESCRIPTION
 HW1689
 HW1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1689'3.8 MI S FROM STOKESVILLE.
 HW1689'3.8 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 730 FROM THE JUNCTION
 HW1689'OF SECONDARY STATE HIGHWAY 718 AT STOKESVILLE, AUGUSTA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6011 ***********************************************************************
 GV6011  DESIGNATION -  103
 GV6011  PID         -  GV6011
 GV6011  STATE/COUNTY-  VA/YORK
 GV6011  USGS QUAD   -  POQUOSON WEST (1983)
 GV6011
 GV6011                         *CURRENT SURVEY CONTROL
 GV6011  ___________________________________________________________________
 GV6011* NAD 83(1993)-  37 09 59.09403(N)    076 29 14.31992(W)     ADJUSTED  
 GV6011* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 GV6011  ___________________________________________________________________
 GV6011  X           -   1,189,061.904 (meters)                     COMP
 GV6011  Y           -  -4,947,971.632 (meters)                     COMP
 GV6011  Z           -   3,832,113.693 (meters)                     COMP
 GV6011  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 GV6011  ELLIP HEIGHT-         -21.50  (meters)          (06/04/02) GPS OBS
 GV6011  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 GV6011
 GV6011  HORZ ORDER  -  SECOND
 GV6011  ELLP ORDER  -  FOURTH    CLASS II
 GV6011
 GV6011.The horizontal coordinates were established by GPS observations
 GV6011.and adjusted by the National Geodetic Survey in September 1995..
 GV6011
 GV6011.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6011
 GV6011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6011
 GV6011.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6011
 GV6011.The ellipsoidal height was determined by GPS observations
 GV6011.and is referenced to NAD 83.
 GV6011
 GV6011.The geoid height was determined by GEOID03.
 GV6011
 GV6011;                    North         East     Units Scale Factor Converg.
 GV6011;SPC VA S     - 1,094,356.076 3,678,739.409   MT  0.99995153   +1 13 17.6
 GV6011;SPC VA S     - 3,590,399.89 12,069,330.88   sFT  0.99995153   +1 13 17.6
 GV6011;UTM  18      - 4,114,369.149   367,949.825   MT  0.99981480   -0 53 55.2
 GV6011
 GV6011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6011!SPC VA S     -   1.00000337  x   0.99995153  =   0.99995490
 GV6011!UTM  18      -   1.00000337  x   0.99981480  =   0.99981817
 GV6011
 GV6011                          SUPERSEDED SURVEY CONTROL
 GV6011
 GV6011  ELLIP H (09/08/95)  -21.40   (m)                       GP(       ) 4 2
 GV6011  NAD 83(1986)-  37 09 59.10408(N)    076 29 14.35147(W) AD(       ) 2
 GV6011  NGVD 29 (12/05/90)   14.9    (m)           49.     (f) GPS OBS        
 GV6011
 GV6011.Superseded values are not recommended for survey control.
 GV6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6011.See file dsdata.txt to determine how the superseded data were derived.
 GV6011
 GV6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6795014369(NAD 83)
 GV6011_MARKER: DD = SURVEY DISK
 GV6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6011_SP_SET: CONCRETE POST
 GV6011_STAMPING: STATION NO. 103
 GV6011_MARK LOGO: VA-199
 GV6011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6011+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6011
 GV6011  HISTORY     - Date     Condition        Report By
 GV6011  HISTORY     - 1988     MONUMENTED       BSC
 GV6011
 GV6011                          STATION DESCRIPTION
 GV6011
 GV6011'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6011'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6011'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6011'HIGHWAY) AND ROUTE 173 (DENBIGH BOULEVARD), PROCEED IN A SOUTHWESTERLY
 GV6011'DIRECTION ALONG ROUTE 173 FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE
 GV6011'STATION ON THE LEFT.
 GV6011'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV6011'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 2.59 M
 GV6011'(8.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 173 (DENBIGH
 GV6011'BOULEVARD), 32.31 M (106.0 FT) NORTH OF THE WESTERN NEWPORT NEWS
 GV6011'WATERWORKS GATE 7A POST. LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV6011'MAIN STATION
 GV6011'BEARING             DISTANCE
 GV6011'RM 1    N68 05 10E       25.55 M (83.8 FT)
 GV6011'RM 2    N26 03 51W       13.39 M (43.9 FT)
 GV6011'RM 3    S64 25 27W       794.74 M (2607.4 FT)
 GV6011'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6011'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6011'1.IT IS LOCATED 4.27 M (14.0 FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT
 GV6011'OF ROUTE 173 (DENBIGH BOULEVARD), EAST OF STATION 103.
 GV6011'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6011'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6011'2.  IT IS LOCATED 3.20 M (10.5 FT) NORTHWEST OF THE EDGE OF THE
 GV6011'PAVEMENT OF ROUTE 173 (DENBIGH BOULEVARD), ON THE CENTER LINE
 GV6011'(PROJECTED)  OF THE DIRT ROAD ON THE SOUTH SIDE OF ROUTE 173 LEADING
 GV6011'TO NEWPORT NEWS WATERWORKS GATE 7A.
 GV6011'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6011'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6011'3.  IT IS LOCATED ON ROUTE 173 (DENBIGH BOULEVARD), 3.05 M (10.0 FT)
 GV6011'EAST OF THE END OF THE STEEL GUARDRAIL, 5.49 M (18.0 FT) NORTH OF THE
 GV6011'CENTER LINE OF ROUTE 173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5575 ***********************************************************************
 GV5575  DESIGNATION -  103 C OF R 1972
 GV5575  PID         -  GV5575
 GV5575  STATE/COUNTY-  VA/C OF RICHMOND
 GV5575  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5575
 GV5575                         *CURRENT SURVEY CONTROL
 GV5575  ___________________________________________________________________
 GV5575* NAD 83(1993)-  37 29 12.27807(N)    077 28 32.02508(W)     ADJUSTED  
 GV5575* NAVD 88     -        61.10   (+/-2cm)     200.5    (feet)  VERTCON   
 GV5575  ___________________________________________________________________
 GV5575  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV5575  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5575
 GV5575  HORZ ORDER  -  SECOND
 GV5575  VERT ORDER  -  THIRD ? (See Below)
 GV5575
 GV5575.The horizontal coordinates were established by classical geodetic methods
 GV5575.and adjusted by the National Geodetic Survey in September 1995..
 GV5575
 GV5575.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5575.The vertical order pertains to the NGVD 29 superseded value.
 GV5575
 GV5575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5575
 GV5575.The geoid height was determined by GEOID03.
 GV5575
 GV5575;                    North         East     Units Scale Factor Converg.
 GV5575;SPC VA S     - 1,128,491.623 3,590,595.821   MT  0.99994756   +0 37 18.3
 GV5575;SPC VA S     - 3,702,392.93 11,780,146.46   sFT  0.99994756   +0 37 18.3
 GV5575;UTM  18      - 4,151,749.275   281,128.346   MT  1.00019012   -1 30 25.8
 GV5575
 GV5575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5575!SPC VA S     -   0.99999560  x   0.99994756  =   0.99994316
 GV5575!UTM  18      -   0.99999560  x   1.00019012  =   1.00018572
 GV5575
 GV5575:                Primary Azimuth Mark                     Grid Az
 GV5575:SPC VA S     -  104 C OF R 1972                          037 28 20.2
 GV5575:UTM  18      -  104 C OF R 1972                          039 36 04.3
 GV5575
 GV5575|---------------------------------------------------------------------|
 GV5575| PID    Reference Object                     Distance      Geod. Az  |
 GV5575|                                                           dddmmss.s |
 GV5575| GV5573 104 C OF R 1972                     APPROX. 0.5 KM 0380538.5 |
 GV5575| GV5580 102 C OF R 1972                     APPROX. 0.5 KM 2141346.9 |
 GV5575|---------------------------------------------------------------------|
 GV5575
 GV5575                          SUPERSEDED SURVEY CONTROL
 GV5575
 GV5575  NAD 83(1993)-  37 29 12.27805(N)    077 28 32.02504(W) AD(       ) 2
 GV5575  NAD 83(1986)-  37 29 12.28438(N)    077 28 32.04202(W) AD(       ) 2
 GV5575  NAD 27      -  37 29 11.75374(N)    077 28 33.09586(W) AD(       ) 2
 GV5575  NGVD 29 (07/19/86)   61.41   (m)          201.5    (f) LEVELING    3  
 GV5575
 GV5575.Superseded values are not recommended for survey control.
 GV5575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5575.See file dsdata.txt to determine how the superseded data were derived.
 GV5575
 GV5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8112851749(NAD 83)
 GV5575_MARKER: Z = SEE DESCRIPTION
 GV5575_SETTING: 0 = UNSPECIFIED SETTING
 GV5575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5575
 GV5575  HISTORY     - Date     Condition        Report By
 GV5575  HISTORY     - 1972     MONUMENTED       VA2060
 GV5575  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV5575  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5575  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5575
 GV5575                          STATION DESCRIPTION
 GV5575
 GV5575'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5575'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5575'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO INTERSECTION
 GV5575'OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25 MILES TO
 GV5575'INTERSECTION OF BROAD ROCK RD., THENCE NORTH ON BROAD ROCK RD.
 GV5575'1.10 MILES TO POINT NO. 103.
 GV5575'
 GV5575'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5575'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5575'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5575'8 INCHES BELOW GROUND LEVEL.
 GV5575'
 GV5575'32.6 FEET S.E. OF C/L OF BROAD ROCK RD. (RT. 10), 7.3 FEET N.W. OF
 GV5575'C AND P POLE NO. 3969-L, 19.0 FEET S.W. OF C/L OF COOKS RD.
 GV5575'EXTENDED.
 GV5575'
 GV5575'NEAREST TOWN--RICHMOND.
 GV5575
 GV5575                          STATION RECOVERY (1995)
 GV5575
 GV5575'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5575'MARK NOT FOUND.
 GV5575
 GV5575                          STATION RECOVERY (1999)
 GV5575
 GV5575'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5575'MARK NOT FOUND.
 GV5575
 GV5575                          STATION RECOVERY (2004)
 GV5575
 GV5575'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0809 ***********************************************************************
 GV0809  DESIGNATION -  103 USGS RESET 1939
 GV0809  PID         -  GV0809
 GV0809  STATE/COUNTY-  VA/JAMES CITY
 GV0809  USGS QUAD   -  NORGE (1984)
 GV0809
 GV0809                         *CURRENT SURVEY CONTROL
 GV0809  ___________________________________________________________________
 GV0809* NAD 83(1986)-  37 18 59.     (N)    076 47 23.     (W)     SCALED    
 GV0809* NAVD 88     -        30.961  (meters)     101.58   (feet)  ADJUSTED  
 GV0809  ___________________________________________________________________
 GV0809  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV0809  DYNAMIC HT  -          30.938 (meters)     101.50  (feet)  COMP
 GV0809  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 GV0809
 GV0809  VERT ORDER  -  THIRD
 GV0809
 GV0809.The horizontal coordinates were scaled from a topographic map and have
 GV0809.an estimated accuracy of +/- 6 seconds.
 GV0809
 GV0809.The orthometric height was determined by differential leveling
 GV0809.and adjusted by the National Geodetic Survey in June 1991..
 GV0809
 GV0809.The geoid height was determined by GEOID03.
 GV0809
 GV0809.The dynamic height is computed by dividing the NAVD 88
 GV0809.geopotential number by the normal gravity value computed on the
 GV0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0809.degrees latitude (g = 980.6199 gals.).
 GV0809
 GV0809.The modeled gravity was interpolated from observed gravity values.
 GV0809
 GV0809;                    North         East    Units  Estimated Accuracy
 GV0809;SPC VA S     - 1,110,470.    3,651,590.      MT  (+/- 180 meters Scaled)
 GV0809
 GV0809                          SUPERSEDED SURVEY CONTROL
 GV0809
 GV0809  NGVD 29 (??/??/??)   31.306  (m)          102.71   (f) ADJUSTED    3 0
 GV0809
 GV0809.Superseded values are not recommended for survey control.
 GV0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0809.See file dsdata.txt to determine how the superseded data were derived.
 GV0809
 GV0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414314(NAD 83)
 GV0809_MARKER: DD = SURVEY DISK
 GV0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0809_STAMPING: RESET 1939
 GV0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0809+STABILITY: SURFACE MOTION
 GV0809
 GV0809  HISTORY     - Date     Condition        Report By
 GV0809  HISTORY     - 1939     MONUMENTED       USGS
 GV0809  HISTORY     - 1962     GOOD             CGS
 GV0809  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 GV0809  HISTORY     - 19980126 MARK NOT FOUND   USPSQD
 GV0809  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0809
 GV0809                          STATION DESCRIPTION
 GV0809
 GV0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0809'AT CENTERVILLE.
 GV0809'AT CENTERVILLE, JAMES CITY COUNTY, 3.2 MILES SOUTHWEST ALONG
 GV0809'SECONDARY STATE HIGHWAY 603 FROM LIGHTFOOT, AT THE JUNCTION OF A
 GV0809'MACADAM ROAD LEADING EAST, IN THE EAST PORTION OF THE GRASS
 GV0809'TRIANGLE AT THE JUNCTION, 5 FEET SOUTH OF A 36-INCH BROAD LEAF
 GV0809'TREE, AND 6 INCHES LOWER THAN THE HIGHWAY.  A UNITED STATES
 GV0809'GEOLOGICAL SURVEY STANDARD DISK, STAMPED RESET 1939 AND SET IN
 GV0809'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0809'NOTE-- THIS BENCH MARK WAS INCLUDED IN THE LEVELING OF 1945.
 GV0809
 GV0809                          STATION RECOVERY (1991)
 GV0809
 GV0809'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 GV0809'MARK NOT FOUND.
 GV0809
 GV0809                          STATION RECOVERY (1998)
 GV0809
 GV0809'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0809'MARK NOT FOUND.
 GV0809
 GV0809                          STATION RECOVERY (2002)
 GV0809
 GV0809'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0810 ***********************************************************************
 GV0810  DESIGNATION -  103 USGS RESET 1967
 GV0810  PID         -  GV0810
 GV0810  STATE/COUNTY-  VA/JAMES CITY
 GV0810  USGS QUAD   -  NORGE (1984)
 GV0810
 GV0810                         *CURRENT SURVEY CONTROL
 GV0810  ___________________________________________________________________
 GV0810* NAD 83(1986)-  37 18 59.     (N)    076 47 23.     (W)     SCALED    
 GV0810* NAVD 88     -        32.03   (+/-2cm)     105.1    (feet)  VERTCON   
 GV0810  ___________________________________________________________________
 GV0810  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV0810
 GV0810  VERT ORDER  -  THIRD (See Below)
 GV0810
 GV0810.The horizontal coordinates were scaled from a topographic map and have
 GV0810.an estimated accuracy of +/- 6 seconds.
 GV0810
 GV0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV0810.The vertical order pertains to the NGVD 29 superseded value.
 GV0810
 GV0810.The geoid height was determined by GEOID03.
 GV0810
 GV0810;                    North         East    Units  Estimated Accuracy
 GV0810;SPC VA S     - 1,110,470.    3,651,590.      MT  (+/- 180 meters Scaled)
 GV0810
 GV0810                          SUPERSEDED SURVEY CONTROL
 GV0810
 GV0810  NGVD 29 (??/??/??)   32.37   (m)          106.2    (f) RESET       3  
 GV0810
 GV0810.Superseded values are not recommended for survey control.
 GV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0810.See file dsdata.txt to determine how the superseded data were derived.
 GV0810
 GV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414314(NAD 83)
 GV0810_MARKER: DD = SURVEY DISK
 GV0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0810_STAMPING: 103 RESET 1939 1967
 GV0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0810+STABILITY: SURFACE MOTION
 GV0810
 GV0810  HISTORY     - Date     Condition        Report By
 GV0810  HISTORY     - 1967     MONUMENTED       USGS
 GV0810  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 GV0810  HISTORY     - 19980126 MARK NOT FOUND   USPSQD
 GV0810  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0810
 GV0810                          STATION DESCRIPTION
 GV0810
 GV0810'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GV0810'AT CENTERVILLE.
 GV0810'AT CENTERVILLE, 130 FEET SOUTHWEST OF THE JUNCTION OF SECONDARY
 GV0810'STATE ROAD 612, 24 FEET WEST OF THE CENTER LINE OF SECONDARY
 GV0810'STATE ROAD 614, 4 FEET EAST OF TELEPHONE CABLE MARKER 52, SET
 GV0810'IN THE TOP OF A CONCRETE POST.
 GV0810
 GV0810                          STATION RECOVERY (1991)
 GV0810
 GV0810'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 GV0810'MARK NOT FOUND.
 GV0810
 GV0810                          STATION RECOVERY (1998)
 GV0810
 GV0810'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0810'MARK NOT FOUND.
 GV0810
 GV0810                          STATION RECOVERY (2002)
 GV0810
 GV0810'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1134 ***********************************************************************
 HW1134  DESIGNATION -  1038.17
 HW1134  PID         -  HW1134
 HW1134  STATE/COUNTY-  VA/ROCKINGHAM
 HW1134  USGS QUAD   -  BROADWAY (1987)
 HW1134
 HW1134                         *CURRENT SURVEY CONTROL
 HW1134  ___________________________________________________________________
 HW1134* NAD 83(1986)-  38 37 16.     (N)    078 48 26.     (W)     SCALED    
 HW1134* NAVD 88     -       316.348  (meters)    1037.89   (feet)  ADJUSTED  
 HW1134  ___________________________________________________________________
 HW1134  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW1134  DYNAMIC HT  -         316.126 (meters)    1037.16  (feet)  COMP
 HW1134  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 HW1134
 HW1134  VERT ORDER  -  SECOND    CLASS 0
 HW1134
 HW1134.The horizontal coordinates were scaled from a topographic map and have
 HW1134.an estimated accuracy of +/- 6 seconds.
 HW1134
 HW1134.The orthometric height was determined by differential leveling
 HW1134.and adjusted by the National Geodetic Survey in June 1991..
 HW1134
 HW1134.The geoid height was determined by GEOID03.
 HW1134
 HW1134.The dynamic height is computed by dividing the NAVD 88
 HW1134.geopotential number by the normal gravity value computed on the
 HW1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1134.degrees latitude (g = 980.6199 gals.).
 HW1134
 HW1134.The modeled gravity was interpolated from observed gravity values.
 HW1134
 HW1134;                    North         East    Units  Estimated Accuracy
 HW1134;SPC VA N     - 2,105,990.    3,473,250.      MT  (+/- 180 meters Scaled)
 HW1134
 HW1134                          SUPERSEDED SURVEY CONTROL
 HW1134
 HW1134  NGVD 29 (??/??/92)  316.495  (m)         1038.37   (f) ADJ UNCH    2 0
 HW1134
 HW1134.Superseded values are not recommended for survey control.
 HW1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1134.See file dsdata.txt to determine how the superseded data were derived.
 HW1134
 HW1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC908770(NAD 83)
 HW1134_MARKER: Q = CHISELED SQUARE
 HW1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1134_SP_SET: CULVERT
 HW1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1134
 HW1134  HISTORY     - Date     Condition        Report By
 HW1134  HISTORY     - UNK      MONUMENTED       USGS
 HW1134  HISTORY     - 1960     MARK NOT FOUND   NGS
 HW1134
 HW1134                          STATION DESCRIPTION
 HW1134
 HW1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1134'0.5 MI NW FROM BROADWAY.
 HW1134'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 259 FROM THE SOUTHERN
 HW1134'RAILWAY STATION AT BROADWAY, ROCKINGHAM COUNTY, 50 FEET WEST
 HW1134'OF THE JUNCTION OF A ROAD LEADING SOUTH, AT A CONCRETE CULERT,
 HW1134'AND ON THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A CHISELED
 HW1134'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0783 ***********************************************************************
 HW0783  DESIGNATION -  1039.24
 HW0783  PID         -  HW0783
 HW0783  STATE/COUNTY-  VA/ROCKINGHAM
 HW0783  USGS QUAD   -  ELKTON EAST (1987)
 HW0783
 HW0783                         *CURRENT SURVEY CONTROL
 HW0783  ___________________________________________________________________
 HW0783* NAD 83(1986)-  38 24 10.     (N)    078 36 28.     (W)     SCALED    
 HW0783* NAVD 88     -       316.662  (meters)    1038.92   (feet)  ADJUSTED  
 HW0783  ___________________________________________________________________
 HW0783  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW0783  DYNAMIC HT  -         316.435 (meters)    1038.17  (feet)  COMP
 HW0783  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HW0783
 HW0783  VERT ORDER  -  SECOND    CLASS 0
 HW0783
 HW0783.The horizontal coordinates were scaled from a topographic map and have
 HW0783.an estimated accuracy of +/- 6 seconds.
 HW0783
 HW0783.The orthometric height was determined by differential leveling
 HW0783.and adjusted by the National Geodetic Survey in June 1991..
 HW0783
 HW0783.The geoid height was determined by GEOID03.
 HW0783
 HW0783.The dynamic height is computed by dividing the NAVD 88
 HW0783.geopotential number by the normal gravity value computed on the
 HW0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0783.degrees latitude (g = 980.6199 gals.).
 HW0783
 HW0783.The modeled gravity was interpolated from observed gravity values.
 HW0783
 HW0783;                    North         East    Units  Estimated Accuracy
 HW0783;SPC VA N     - 2,081,710.    3,490,590.      MT  (+/- 180 meters Scaled)
 HW0783
 HW0783                          SUPERSEDED SURVEY CONTROL
 HW0783
 HW0783  NGVD 29 (??/??/92)  316.842  (m)         1039.51   (f) ADJ UNCH    2 0
 HW0783
 HW0783.Superseded values are not recommended for survey control.
 HW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0783.See file dsdata.txt to determine how the superseded data were derived.
 HW0783
 HW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC088532(NAD 83)
 HW0783_MARKER: Q = CHISELED SQUARE
 HW0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0783_SP_SET: CULVERT
 HW0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0783
 HW0783  HISTORY     - Date     Condition        Report By
 HW0783  HISTORY     - UNK      MONUMENTED       USGS
 HW0783  HISTORY     - 1965     GOOD             NGS
 HW0783  HISTORY     - 19961015 POOR             USPSQD
 HW0783
 HW0783                          STATION DESCRIPTION
 HW0783
 HW0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0783'1 MI SE FROM ELKTON.
 HW0783'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF
 HW0783'U.S. HIGHWAY 33 AND THE N AND W RY. IN ELKTON TO THE MARK SET
 HW0783'IN THE TOP OF THE WEST END OF SOUTH HEADWALL OF A CULVERT, 55
 HW0783'FEET EAST OF POWER LINE POLE 22, 18 FEET SOUTH OF THE CENTERLINE
 HW0783'OF HIGHWAY, 0.3 FOOT EAST OF THE WEST END OF HEADWALL, AND IS
 HW0783'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HW0783
 HW0783                          STATION RECOVERY (1996)
 HW0783
 HW0783'RECOVERY NOTE BY US POWER SQUADRON 1996
 HW0783'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6012 ***********************************************************************
 GV6012  DESIGNATION -  104
 GV6012  PID         -  GV6012
 GV6012  STATE/COUNTY-  VA/YORK
 GV6012  USGS QUAD   -  YORKTOWN (1994)
 GV6012
 GV6012                         *CURRENT SURVEY CONTROL
 GV6012  ___________________________________________________________________
 GV6012* NAD 83(1993)-  37 09 24.36564(N)    076 30 14.03080(W)     ADJUSTED  
 GV6012* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 GV6012  ___________________________________________________________________
 GV6012  X           -   1,187,780.882 (meters)                     COMP
 GV6012  Y           -  -4,948,946.450 (meters)                     COMP
 GV6012  Z           -   3,831,262.015 (meters)                     COMP
 GV6012  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 GV6012  ELLIP HEIGHT-         -18.98  (meters)          (06/04/02) GPS OBS
 GV6012  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 GV6012
 GV6012  HORZ ORDER  -  SECOND
 GV6012  ELLP ORDER  -  FOURTH    CLASS II
 GV6012
 GV6012.The horizontal coordinates were established by GPS observations
 GV6012.and adjusted by the National Geodetic Survey in September 1995..
 GV6012
 GV6012.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6012
 GV6012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6012
 GV6012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6012
 GV6012.The ellipsoidal height was determined by GPS observations
 GV6012.and is referenced to NAD 83.
 GV6012
 GV6012.The geoid height was determined by GEOID03.
 GV6012
 GV6012;                    North         East     Units Scale Factor Converg.
 GV6012;SPC VA S     - 1,093,254.487 3,677,289.291   MT  0.99995213   +1 12 41.3
 GV6012;SPC VA S     - 3,586,785.76 12,064,573.28   sFT  0.99995213   +1 12 41.3
 GV6012;UTM  18      - 4,113,322.101   366,460.148   MT  0.99981968   -0 54 30.5
 GV6012
 GV6012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6012!SPC VA S     -   1.00000298  x   0.99995213  =   0.99995511
 GV6012!UTM  18      -   1.00000298  x   0.99981968  =   0.99982266
 GV6012
 GV6012                          SUPERSEDED SURVEY CONTROL
 GV6012
 GV6012  ELLIP H (09/08/95)  -18.88   (m)                       GP(       ) 4 2
 GV6012  NAD 83(1993)-  37 09 24.36731(N)    076 30 14.03977(W) AD(       ) 2
 GV6012  NAD 83(1986)-  37 09 24.37567(N)    076 30 14.06230(W) AD(       ) 2
 GV6012  NGVD 29 (12/05/90)   17.4    (m)           57.     (f) GPS OBS        
 GV6012
 GV6012.Superseded values are not recommended for survey control.
 GV6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6012.See file dsdata.txt to determine how the superseded data were derived.
 GV6012
 GV6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6646013322(NAD 83)
 GV6012_MARKER: DD = SURVEY DISK
 GV6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6012_SP_SET: CONCRETE POST
 GV6012_STAMPING: STATION NO. 104
 GV6012_MARK LOGO: VA-199
 GV6012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6012+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6012
 GV6012  HISTORY     - Date     Condition        Report By
 GV6012  HISTORY     - 1988     MONUMENTED       BSC
 GV6012
 GV6012                          STATION DESCRIPTION
 GV6012
 GV6012'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6012'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6012'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6012'HIGHWAY) AND ROUTE 173 (DENBEIGH BOULEVARD), PROCEED IN A
 GV6012'SOUTHWESTERLY DIRECTION ALONG ROUTE 173 FOR APPROXIMATELY 3.8 KM
 GV6012'(2.35 MI)  TO THE STATION ON THE RIGHT.
 GV6012'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6012'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 173
 GV6012'(DENBIGH BOULEVARD), IMMEDIATELY NORTH OF THE NORTH ENTRANCE TO RIPS
 GV6012'FOOD STORE, 4.27 M (14.0 FT) NORTHWEST OF THE EDGE OF THE PAVEMENT OF
 GV6012'ROUTE 173, 0.46 M (1.5 FT) NORTHEAST OF THE EDGE OF THE CURB ON THE
 GV6012'STORE ENTRANCE ROAD. LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6012'STATION
 GV6012'BEARING             DISTANCE
 GV6012'RM 1    N40 13 19E       44.15 M (144.8 FT)
 GV6012'RM 2    S54 05 18E       21.01 M (68.9 FT)
 GV6012'RM 3    S31 59 48W       775.34 M (2543.8 FT)
 GV6012'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6012'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6012'1.IT IS LOCATED 8.84 M (29.0 FT) NORTHWEST OF THE EDGE OF THE PAVEMENT
 GV6012'OF ROUTE 173 (DENBIGH BOULEVARD), 17.68 M (58.0 FT) SOUTHWEST OF
 GV6012'UTILTY POLE WI-02.
 GV6012'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6012'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6012'2.  IT IS LOCATED 66.90 M (219.5 FT) SOUTHEAST OF THE EDGE OF THE
 GV6012'PAVEMENT OF ROUTE 173 (DENBIGH BOULEVARD), OPPOSITE STATION 104.
 GV6012'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6012'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6012'3.  IT IS LOCATED 8.84 M (29.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV6012'OF ROUTE 173 (DENBIGH BOULEVARD), 8.99 M (29.5 FT) EAST OF THE CENTER
 GV6012'LINE OF PALMERTON DRIVE (PRIVATE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5573 ***********************************************************************
 GV5573  DESIGNATION -  104 C OF R 1972
 GV5573  PID         -  GV5573
 GV5573  STATE/COUNTY-  VA/C OF RICHMOND
 GV5573  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5573
 GV5573                         *CURRENT SURVEY CONTROL
 GV5573  ___________________________________________________________________
 GV5573* NAD 83(1993)-  37 29 25.23739(N)    077 28 19.27523(W)     ADJUSTED  
 GV5573* NAVD 88     -        58.89   (+/-2cm)     193.2    (feet)  VERTCON   
 GV5573  ___________________________________________________________________
 GV5573  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV5573  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5573
 GV5573  HORZ ORDER  -  SECOND
 GV5573  VERT ORDER  -  THIRD ? (See Below)
 GV5573
 GV5573.The horizontal coordinates were established by classical geodetic methods
 GV5573.and adjusted by the National Geodetic Survey in September 1995..
 GV5573
 GV5573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5573.The vertical order pertains to the NGVD 29 superseded value.
 GV5573
 GV5573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5573
 GV5573.The geoid height was determined by GEOID03.
 GV5573
 GV5573;                    North         East     Units Scale Factor Converg.
 GV5573;SPC VA S     - 1,128,894.515 3,590,904.661   MT  0.99994769   +0 37 26.1
 GV5573;SPC VA S     - 3,703,714.75 11,781,159.71   sFT  0.99994769   +0 37 26.1
 GV5573;UTM  18      - 4,152,140.509   281,452.018   MT  1.00018837   -1 30 18.5
 GV5573
 GV5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5573!SPC VA S     -   0.99999595  x   0.99994769  =   0.99994364
 GV5573!UTM  18      -   0.99999595  x   1.00018837  =   1.00018431
 GV5573
 GV5573|---------------------------------------------------------------------|
 GV5573| PID    Reference Object                     Distance      Geod. Az  |
 GV5573|                                                           dddmmss.s |
 GV5573| GV5571 105 C OF R 1972                     344.506 METERS 02743     |
 GV5573| GV5560 111 C OF R 1972                     APPROX. 0.7 KM 0863625.5 |
 GV5573| GV5575 103 C OF R 1972                     APPROX. 0.5 KM 2180546.2 |
 GV5573|---------------------------------------------------------------------|
 GV5573
 GV5573                          SUPERSEDED SURVEY CONTROL
 GV5573
 GV5573  NAD 83(1993)-  37 29 25.23737(N)    077 28 19.27520(W) AD(       ) 2
 GV5573  NAD 83(1986)-  37 29 25.24372(N)    077 28 19.29220(W) AD(       ) 2
 GV5573  NAD 27      -  37 29 24.71341(N)    077 28 20.34667(W) AD(       ) 2
 GV5573  NGVD 29 (07/19/86)   59.20   (m)          194.2    (f) LEVELING    3  
 GV5573
 GV5573.Superseded values are not recommended for survey control.
 GV5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5573.See file dsdata.txt to determine how the superseded data were derived.
 GV5573
 GV5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8145252141(NAD 83)
 GV5573_MARKER: Z = SEE DESCRIPTION
 GV5573_SETTING: 0 = UNSPECIFIED SETTING
 GV5573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5573
 GV5573  HISTORY     - Date     Condition        Report By
 GV5573  HISTORY     - 1972     MONUMENTED       VA2060
 GV5573  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5573  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5573  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5573  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5573
 GV5573                          STATION DESCRIPTION
 GV5573
 GV5573'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5573'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5573'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO INTERSECTION
 GV5573'OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25 MILES TO
 GV5573'INTERSECTION OF BROAD ROCK RD., THENCE NORTH ON BROAD ROCK RD.
 GV5573'1.40 MILES TO POINT NO. 104.
 GV5573'
 GV5573'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5573'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5573'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5573'8 INCHES BELOW GROUND LEVEL.
 GV5573'
 GV5573'45.4 FEET S.E. OF C/L OF BROAD ROCK RD., 22.4 FEET S.W. OF C/L OF
 GV5573'SOUTH KINSLEY AVE., 6.00 FEET S.E. OF C AND P POLE NO. 3970-I, 39.4
 GV5573'FEET N. OF N.E. CORNER OF 1-STORY SHINGLE HOUSE.
 GV5573'
 GV5573'NEAREST TOWN--RICHMOND.
 GV5573
 GV5573                          STATION RECOVERY (1995)
 GV5573
 GV5573'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5573'MARK NOT FOUND.
 GV5573
 GV5573                          STATION RECOVERY (1999)
 GV5573
 GV5573'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5573'MARK NOT FOUND.
 GV5573
 GV5573                          STATION RECOVERY (2003)
 GV5573
 GV5573'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5573'MARK NOT FOUND.
 GV5573
 GV5573                          STATION RECOVERY (2005)
 GV5573
 GV5573'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0721 ***********************************************************************
 HW0721  DESIGNATION -  1044.21
 HW0721  PID         -  HW0721
 HW0721  STATE/COUNTY-  VA/ROCKINGHAM
 HW0721  USGS QUAD   -  GROTTOES (1987)
 HW0721
 HW0721                         *CURRENT SURVEY CONTROL
 HW0721  ___________________________________________________________________
 HW0721* NAD 83(1986)-  38 18 28.     (N)    078 46 15.     (W)     SCALED    
 HW0721* NAVD 88     -       318.108  (meters)    1043.66   (feet)  ADJUSTED  
 HW0721  ___________________________________________________________________
 HW0721  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0721  DYNAMIC HT  -         317.876 (meters)    1042.90  (feet)  COMP
 HW0721  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 HW0721
 HW0721  VERT ORDER  -  SECOND    CLASS 0
 HW0721
 HW0721.The horizontal coordinates were scaled from a topographic map and have
 HW0721.an estimated accuracy of +/- 6 seconds.
 HW0721
 HW0721.The orthometric height was determined by differential leveling
 HW0721.and adjusted by the National Geodetic Survey in June 1991..
 HW0721
 HW0721.The geoid height was determined by GEOID03.
 HW0721
 HW0721.The dynamic height is computed by dividing the NAVD 88
 HW0721.geopotential number by the normal gravity value computed on the
 HW0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0721.degrees latitude (g = 980.6199 gals.).
 HW0721
 HW0721.The modeled gravity was interpolated from observed gravity values.
 HW0721
 HW0721;                    North         East    Units  Estimated Accuracy
 HW0721;SPC VA N     - 2,071,200.    3,476,310.      MT  (+/- 180 meters Scaled)
 HW0721
 HW0721                          SUPERSEDED SURVEY CONTROL
 HW0721
 HW0721  NGVD 29 (??/??/92)  318.289  (m)         1044.25   (f) ADJ UNCH    2 0
 HW0721
 HW0721.Superseded values are not recommended for survey control.
 HW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0721.See file dsdata.txt to determine how the superseded data were derived.
 HW0721
 HW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC949423(NAD 83)
 HW0721_MARKER: Q = CHISELED SQUARE
 HW0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0721_SP_SET: STEP
 HW0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0721
 HW0721  HISTORY     - Date     Condition        Report By
 HW0721  HISTORY     - UNK      MONUMENTED       USGS
 HW0721  HISTORY     - 1935     GOOD             NGS
 HW0721  HISTORY     - 1942     GOOD             NGS
 HW0721  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 HW0721
 HW0721                          STATION DESCRIPTION
 HW0721
 HW0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0721'2.3 MI NE FROM PORT REPUBLIC.
 HW0721'2.3 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HW0721'THE STATION AT PORT REPUBLIC, ROCKINGHAM COUNTY, DIRECTLY SOUTH
 HW0721'OF THE LEWIS STATION, AT THE G.M. KNIGHT STORE, ON THE TOP OF THE
 HW0721'NORTHEAST CORNER OF THE BOTTOM STEP, AND 48 FEET WEST OF THE
 HW0721'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 HW0721
 HW0721                          STATION RECOVERY (1942)
 HW0721
 HW0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0721'RECOVERED IN GOOD CONDITION.
 HW0721
 HW0721                          STATION RECOVERY (1997)
 HW0721
 HW0721'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6013 ***********************************************************************
 GV6013  DESIGNATION -  105
 GV6013  PID         -  GV6013
 GV6013  STATE/COUNTY-  VA/YORK
 GV6013  USGS QUAD   -  POQUOSON WEST (1983)
 GV6013
 GV6013                         *CURRENT SURVEY CONTROL
 GV6013  ___________________________________________________________________
 GV6013* NAD 83(1993)-  37 08 41.37732(N)    076 29 28.70913(W)     ADJUSTED  
 GV6013* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 GV6013  ___________________________________________________________________
 GV6013  X           -   1,189,054.744 (meters)                     COMP
 GV6013  Y           -  -4,949,461.572 (meters)                     COMP
 GV6013  Z           -   3,830,204.209 (meters)                     COMP
 GV6013  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 GV6013  ELLIP HEIGHT-         -21.51  (meters)          (06/04/02) GPS OBS
 GV6013  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 GV6013
 GV6013  HORZ ORDER  -  SECOND
 GV6013  ELLP ORDER  -  FOURTH    CLASS II
 GV6013
 GV6013.The horizontal coordinates were established by GPS observations
 GV6013.and adjusted by the National Geodetic Survey in September 1995..
 GV6013
 GV6013.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6013
 GV6013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6013
 GV6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6013
 GV6013.The ellipsoidal height was determined by GPS observations
 GV6013.and is referenced to NAD 83.
 GV6013
 GV6013.The geoid height was determined by GEOID03.
 GV6013
 GV6013;                    North         East     Units Scale Factor Converg.
 GV6013;SPC VA S     - 1,091,953.327 3,678,435.475   MT  0.99995291   +1 13 08.9
 GV6013;SPC VA S     - 3,582,516.87 12,068,333.72   sFT  0.99995291   +1 13 08.9
 GV6013;UTM  18      - 4,111,979.615   367,557.270   MT  0.99981608   -0 54 02.3
 GV6013
 GV6013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6013!SPC VA S     -   1.00000338  x   0.99995291  =   0.99995629
 GV6013!UTM  18      -   1.00000338  x   0.99981608  =   0.99981945
 GV6013
 GV6013                          SUPERSEDED SURVEY CONTROL
 GV6013
 GV6013  ELLIP H (09/08/95)  -21.41   (m)                       GP(       ) 4 2
 GV6013  NAD 83(1993)-  37 08 41.37892(N)    076 29 28.71810(W) AD(       ) 2
 GV6013  NAD 83(1986)-  37 08 41.38716(N)    076 29 28.74072(W) AD(       ) 2
 GV6013  NGVD 29 (12/05/90)   14.9    (m)           49.     (f) GPS OBS        
 GV6013
 GV6013.Superseded values are not recommended for survey control.
 GV6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6013.See file dsdata.txt to determine how the superseded data were derived.
 GV6013
 GV6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6755711980(NAD 83)
 GV6013_MARKER: DD = SURVEY DISK
 GV6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6013_SP_SET: CONCRETE POST
 GV6013_STAMPING: STATION NO. 105
 GV6013_MARK LOGO: VA-199
 GV6013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6013+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6013
 GV6013  HISTORY     - Date     Condition        Report By
 GV6013  HISTORY     - 1988     MONUMENTED       BSC
 GV6013
 GV6013                          STATION DESCRIPTION
 GV6013
 GV6013'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6013'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6013'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6013'HIGHWAY) AND ROUTE 620 (ORIANA ROAD), PROCEED WESTERLY ALONG ROUTE 620
 GV6013'FOR APPROXIMATELY 3.0 KM (1.85 MI) TO THE STATION ON THE LEFT JUST
 GV6013'BEYOND THE JUNCTION WITH ELM DRIVE.
 GV6013'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6013'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 1.52 M
 GV6013'(5.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 620 (ORIANA ROAD),
 GV6013'15.24 M (50.0 FT) EAST OF UTILITY POLE 55. LOCATION OF REFERENCE MARKS
 GV6013'RELATIVE TO THE MAIN STATION
 GV6013'BEARING             DISTANCE
 GV6013'RM 1    N45 14 03W        9.97 M (32.7 FT)
 GV6013'RM 2    N73 15 16E       67.18 M (220.4 FT)
 GV6013'RM 3    N79 51 59E       583.83 M (1915.4 FT)
 GV6013'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6013'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6013'IT IS LOCATED 0.61 M (2.0 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV6013'ROUTE 620 (ORIANA ROAD), OPPOSITE STATION 105.
 GV6013'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6013'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6013'2.  IT IS LOCATED 2.59 M (8.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV6013'ROUTE 620 (ORIANA ROAD), 11.89 M (39.0 FT) EAST OF THE CENTER LINE OF
 GV6013'ELM DRIVE (PRIVATE ROAD).
 GV6013'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6013'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6013'3.  IT IS LOCATED 4.11 M (13.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV6013'OF ROUTE 620 (ORIANA ROAD), 27.89 M (91.5 FT) WEST OF UTILITY POLE
 GV6013'509.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5381 ***********************************************************************
 HV5381  DESIGNATION -  105 1974
 HV5381  PID         -  HV5381
 HV5381  STATE/COUNTY-  VA/KING GEORGE
 HV5381  USGS QUAD   -  DAHLGREN (1983)
 HV5381
 HV5381                         *CURRENT SURVEY CONTROL
 HV5381  ___________________________________________________________________
 HV5381* NAD 83(1993)-  38 19 45.67120(N)    077 01 27.91250(W)     ADJUSTED  
 HV5381* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 HV5381  ___________________________________________________________________
 HV5381  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 HV5381  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV5381
 HV5381  HORZ ORDER  -  SECOND
 HV5381
 HV5381.The horizontal coordinates were established by classical geodetic methods
 HV5381.and adjusted by the National Geodetic Survey in November 1994..
 HV5381
 HV5381.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5381
 HV5381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5381
 HV5381.The geoid height was determined by GEOID03.
 HV5381
 HV5381;                    North         East     Units Scale Factor Converg.
 HV5381;SPC VA N     - 2,074,593.561 3,629,011.440   MT  0.99996096   +0 55 15.4
 HV5381;SPC VA N     - 6,806,395.71 11,906,181.70   sFT  0.99996096   +0 55 15.4
 HV5381;SPC MD       -    73,561.399   397,864.758   MT  0.99999502   -0 00 55.2
 HV5381;SPC MD       -   241,342.69  1,305,327.96   sFT  0.99999502   -0 00 55.2
 HV5381;UTM  18      - 4,244,297.635   323,050.588   MT  0.99998562   -1 15 21.0
 HV5381
 HV5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5381!SPC VA N     -   1.00000353  x   0.99996096  =   0.99996449
 HV5381!SPC MD       -   1.00000353  x   0.99999502  =   0.99999855
 HV5381!UTM  18      -   1.00000353  x   0.99998562  =   0.99998915
 HV5381
 HV5381:                Primary Azimuth Mark                     Grid Az
 HV5381:SPC VA N     -  PB REF                                   041 17 41.7
 HV5381:SPC MD       -  PB REF                                   042 13 52.3
 HV5381:UTM  18      -  PB REF                                   043 28 18.1
 HV5381
 HV5381|---------------------------------------------------------------------|
 HV5381| PID    Reference Object                     Distance      Geod. Az  |
 HV5381|                                                           dddmmss.s |
 HV5381| HV5347 PB REF                              APPROX. 0.7 KM 0421257.1 |
 HV5381| HV2965 COLLIMATION TOWER                   230.086 METERS 09942     |
 HV5381|---------------------------------------------------------------------|
 HV5381
 HV5381                          SUPERSEDED SURVEY CONTROL
 HV5381
 HV5381  NAD 83(1993)-  38 19 45.67201(N)    077 01 27.91799(W) AD(       ) 2
 HV5381  NAD 83(1986)-  38 19 45.67108(N)    077 01 27.92774(W) AD(       ) 2
 HV5381  NAD 27      -  38 19 45.21246(N)    077 01 29.01867(W) AD(       ) 2
 HV5381  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 HV5381
 HV5381.Superseded values are not recommended for survey control.
 HV5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5381.See file dsdata.txt to determine how the superseded data were derived.
 HV5381
 HV5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2305144298(NAD 83)
 HV5381_MARKER: B = BOLT
 HV5381_SETTING: 0 = UNSPECIFIED SETTING
 HV5381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5381
 HV5381  HISTORY     - Date     Condition        Report By
 HV5381  HISTORY     - 1974     MONUMENTED       NGS
 HV5381  HISTORY     - 19930223 GOOD             USPSQD
 HV5381  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5381  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5381
 HV5381                          STATION DESCRIPTION
 HV5381
 HV5381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HV5381'NO REFERENCE MARKS ESTABLISHED.
 HV5381'
 HV5381'THE STATION IS LOCATED ON THE U.S. NAVAL WEAPONS LABORATORY AT
 HV5381'DAHLGREN, VIRGINIA.
 HV5381'
 HV5381'TO REACH THE STATION FROM THE ORDNANCE BUILDING ON THE BASE, GO
 HV5381'NORTHEAST ON TISDALE ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 HV5381'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.15 MILE TO BUILDING 999 AND
 HV5381'THE STATION ATOP THE BUILDING.
 HV5381'
 HV5381'STATION MARK, A BOLT 1-INCH IN DIAMETER AND APPROXIMATELY 2 INCHES
 HV5381'HIGH, WITH NO STAMPING, AND IS LOCATED UNDER THE INSTRUMENT
 HV5381'PEDESTAL, WHICH IS 2-1/2 INCHES IN DIAMETER AND PROJECTS 4-1/2 FEET.
 HV5381'IT IS 7.5 FEET WEST OF A WARNING WHISTLE, 6.2 FEET NORTH OF THE
 HV5381'NORTH CORNER OF THE ROOF OF THE BUILDING AND 5.8 FEET EAST OF
 HV5381'A METAL RAIL.
 HV5381'
 HV5381'NEAREST TOWN--DAHLGREN.
 HV5381'
 HV5381'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HV5381
 HV5381                          STATION RECOVERY (1993)
 HV5381
 HV5381'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5381'RECOVERED IN GOOD CONDITION.
 HV5381
 HV5381                          STATION RECOVERY (1998)
 HV5381
 HV5381'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5381'MARK NOT FOUND.
 HV5381
 HV5381                          STATION RECOVERY (2003)
 HV5381
 HV5381'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5381'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5571 ***********************************************************************
 GV5571  DESIGNATION -  105 C OF R 1972
 GV5571  PID         -  GV5571
 GV5571  STATE/COUNTY-  VA/C OF RICHMOND
 GV5571  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5571
 GV5571                         *CURRENT SURVEY CONTROL
 GV5571  ___________________________________________________________________
 GV5571* NAD 83(1993)-  37 29 35.13037(N)    077 28 12.75421(W)     ADJUSTED  
 GV5571* NAVD 88     -        55.89   (+/-2cm)     183.4    (feet)  VERTCON   
 GV5571  ___________________________________________________________________
 GV5571  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV5571  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5571
 GV5571  HORZ ORDER  -  SECOND
 GV5571  VERT ORDER  -  THIRD ? (See Below)
 GV5571
 GV5571.The horizontal coordinates were established by classical geodetic methods
 GV5571.and adjusted by the National Geodetic Survey in September 1995..
 GV5571
 GV5571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5571.The vertical order pertains to the NGVD 29 superseded value.
 GV5571
 GV5571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5571
 GV5571.The geoid height was determined by GEOID03.
 GV5571
 GV5571;                    North         East     Units Scale Factor Converg.
 GV5571;SPC VA S     - 1,129,201.224 3,591,061.510   MT  0.99994780   +0 37 30.0
 GV5571;SPC VA S     - 3,704,721.02 11,781,674.30   sFT  0.99994780   +0 37 30.0
 GV5571;UTM  18      - 4,152,441.252   281,620.194   MT  1.00018747   -1 30 14.9
 GV5571
 GV5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5571!SPC VA S     -   0.99999642  x   0.99994780  =   0.99994422
 GV5571!UTM  18      -   0.99999642  x   1.00018747  =   1.00018389
 GV5571
 GV5571:                Primary Azimuth Mark                     Grid Az
 GV5571:SPC VA S     -  106 C OF R 1972                          002 33 27.7
 GV5571:UTM  18      -  106 C OF R 1972                          004 41 12.6
 GV5571
 GV5571|---------------------------------------------------------------------|
 GV5571| PID    Reference Object                     Distance      Geod. Az  |
 GV5571|                                                           dddmmss.s |
 GV5571| GV5569 106 C OF R 1972                     494.806 METERS 0031057.7 |
 GV5571| GV5573 104 C OF R 1972                     344.506 METERS 20743     |
 GV5571| GV5574 25 C OF R 1972                      174.707 METERS 26656     |
 GV5571|---------------------------------------------------------------------|
 GV5571
 GV5571                          SUPERSEDED SURVEY CONTROL
 GV5571
 GV5571  NAD 83(1993)-  37 29 35.13036(N)    077 28 12.75419(W) AD(       ) 2
 GV5571  NAD 83(1986)-  37 29 35.13677(N)    077 28 12.77114(W) AD(       ) 2
 GV5571  NAD 27      -  37 29 34.60663(N)    077 28 13.82603(W) AD(       ) 2
 GV5571  NGVD 29 (07/19/86)   56.20   (m)          184.4    (f) LEVELING    3  
 GV5571
 GV5571.Superseded values are not recommended for survey control.
 GV5571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5571.See file dsdata.txt to determine how the superseded data were derived.
 GV5571
 GV5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8162052441(NAD 83)
 GV5571_MARKER: Z = SEE DESCRIPTION
 GV5571_SETTING: 0 = UNSPECIFIED SETTING
 GV5571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5571
 GV5571  HISTORY     - Date     Condition        Report By
 GV5571  HISTORY     - 1972     MONUMENTED       VA2060
 GV5571  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5571  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5571  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5571  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5571
 GV5571                          STATION DESCRIPTION
 GV5571
 GV5571'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5571'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5571'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5571'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25
 GV5571'MILES TO INTERSECTION WITH BROAD ROCK RD. (ROUTE 10), THENCE
 GV5571'NORTHEAST ON BROAD ROCK RD. 1.65 MILES TO POINT NO. 105.
 GV5571'
 GV5571'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5571'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5571'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5571'ABOUT 6 INCHES BELOW GROUND.
 GV5571'
 GV5571'49.6 FEET N. W. OF CENTER OF SEWER MANHOLE, 85.8 FEET OF TOP OF CURB
 GV5571'ON BROAD ROCK RD., 87.2 FEET E. OF 12 INCH CONCRETE PIPE.
 GV5571'
 GV5571'NEAREST TOWN--RICHMOND.
 GV5571
 GV5571                          STATION RECOVERY (1995)
 GV5571
 GV5571'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5571'MARK NOT FOUND.
 GV5571
 GV5571                          STATION RECOVERY (1999)
 GV5571
 GV5571'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5571'MARK NOT FOUND.
 GV5571
 GV5571                          STATION RECOVERY (2003)
 GV5571
 GV5571'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5571'MARK NOT FOUND.
 GV5571
 GV5571                          STATION RECOVERY (2005)
 GV5571
 GV5571'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1748 ***********************************************************************
 GW1748  DESIGNATION -  1050
 GW1748  PID         -  GW1748
 GW1748  STATE/COUNTY-  VA/BOTETOURT
 GW1748  USGS QUAD   -  SALISBURY (1985)
 GW1748
 GW1748                         *CURRENT SURVEY CONTROL
 GW1748  ___________________________________________________________________
 GW1748* NAD 83(1986)-  37 34 48.     (N)    079 49 54.     (W)     SCALED    
 GW1748* NAVD 88     -       319.744  (meters)    1049.03   (feet)  ADJUSTED  
 GW1748  ___________________________________________________________________
 GW1748  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1748  DYNAMIC HT  -         319.486 (meters)    1048.18  (feet)  COMP
 GW1748  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 GW1748
 GW1748  VERT ORDER  -  SECOND    CLASS 0
 GW1748
 GW1748.The horizontal coordinates were scaled from a topographic map and have
 GW1748.an estimated accuracy of +/- 6 seconds.
 GW1748
 GW1748.The orthometric height was determined by differential leveling
 GW1748.and adjusted by the National Geodetic Survey in June 1991..
 GW1748
 GW1748.The geoid height was determined by GEOID03.
 GW1748
 GW1748.The dynamic height is computed by dividing the NAVD 88
 GW1748.geopotential number by the normal gravity value computed on the
 GW1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1748.degrees latitude (g = 980.6199 gals.).
 GW1748
 GW1748.The modeled gravity was interpolated from observed gravity values.
 GW1748
 GW1748;                    North         East    Units  Estimated Accuracy
 GW1748;SPC VA S     - 1,139,180.    3,382,380.      MT  (+/- 180 meters Scaled)
 GW1748
 GW1748                          SUPERSEDED SURVEY CONTROL
 GW1748
 GW1748  NGVD 29 (??/??/92)  319.929  (m)         1049.63   (f) ADJ UNCH    2 0
 GW1748
 GW1748.Superseded values are not recommended for survey control.
 GW1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1748.See file dsdata.txt to determine how the superseded data were derived.
 GW1748
 GW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB031598(NAD 83)
 GW1748_MARKER: DD = SURVEY DISK
 GW1748_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GW1748_STAMPING: 1050 32 RHP 1959
 GW1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1748
 GW1748  HISTORY     - Date     Condition        Report By
 GW1748  HISTORY     - 1959     MONUMENTED       USGS
 GW1748  HISTORY     - 1964     GOOD             NGS
 GW1748
 GW1748                          STATION DESCRIPTION
 GW1748
 GW1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1748'4.9 MI S FROM EAGLE MOUNTAIN.
 GW1748'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 GW1748'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 43 AT THE NORTH END OF
 GW1748'BRIDGE OVER THE JAMES RIVER AND IN THE NORTH EDGE OF EAGLE
 GW1748'MOUNTAIN, TO THE MARK SET IN THE TOP OF A ROCK CUT ACROSS HIGHWAY
 GW1748'FROM A DINO SERVICE STATION AND GROCERY STORE, 18.5 FEET WEST
 GW1748'CENTERLINE OF HIGHWAY, 83 FEET NORTHWEST AND ACROSS HIGHWAY
 GW1748'FROM A POWERLINE POLE WITH TRANSFORMER AND IS ABOUT 4.0 FEET
 GW1748'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0787 ***********************************************************************
 GY0787  DESIGNATION -  1050
 GY0787  PID         -  GY0787
 GY0787  STATE/COUNTY-  VA/BUCHANAN
 GY0787  USGS QUAD   -  GRUNDY (1977)
 GY0787
 GY0787                         *CURRENT SURVEY CONTROL
 GY0787  ___________________________________________________________________
 GY0787* NAD 83(1986)-  37 16 40.     (N)    082 05 56.     (W)     SCALED    
 GY0787* NAVD 88     -       319.788  (meters)    1049.17   (feet)  ADJUSTED  
 GY0787  ___________________________________________________________________
 GY0787  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0787  DYNAMIC HT  -         319.527 (meters)    1048.31  (feet)  COMP
 GY0787  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GY0787
 GY0787  VERT ORDER  -  SECOND    CLASS 0
 GY0787
 GY0787.The horizontal coordinates were scaled from a topographic map and have
 GY0787.an estimated accuracy of +/- 6 seconds.
 GY0787
 GY0787.The orthometric height was determined by differential leveling
 GY0787.and adjusted by the National Geodetic Survey in June 1991..
 GY0787
 GY0787.The geoid height was determined by GEOID03.
 GY0787
 GY0787.The dynamic height is computed by dividing the NAVD 88
 GY0787.geopotential number by the normal gravity value computed on the
 GY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0787.degrees latitude (g = 980.6199 gals.).
 GY0787
 GY0787.The modeled gravity was interpolated from observed gravity values.
 GY0787
 GY0787;                    North         East    Units  Estimated Accuracy
 GY0787;SPC VA S     - 1,110,890.    3,180,920.      MT  (+/- 180 meters Scaled)
 GY0787
 GY0787                          SUPERSEDED SURVEY CONTROL
 GY0787
 GY0787  NGVD 29 (??/??/92)  319.982  (m)         1049.81   (f) ADJ UNCH    2 0
 GY0787
 GY0787.Superseded values are not recommended for survey control.
 GY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0787.See file dsdata.txt to determine how the superseded data were derived.
 GY0787
 GY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB025262(NAD 83)
 GY0787_MARKER: DD = SURVEY DISK
 GY0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0787_SP_SET: STEP
 GY0787_STAMPING: 1050
 GY0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0787
 GY0787  HISTORY     - Date     Condition        Report By
 GY0787  HISTORY     - UNK      MONUMENTED       USGS
 GY0787  HISTORY     - 1963     GOOD             NGS
 GY0787
 GY0787                          STATION DESCRIPTION
 GY0787
 GY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GY0787'AT GRUNDY.
 GY0787'AT GRUNDY AND SET IN THE TOP OF NORTH END OF THE FOURTH STEP
 GY0787'LEADING INTO THE BUCHANAN COUNTY COURT HOUSE, 15.0 FEET EAST OF
 GY0787'THE CURB, 0.8 FOOT SOUTH OF THE NORTH END OF STEP AND IS ABOUT
 GY0787'2 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6014 ***********************************************************************
 GV6014  DESIGNATION -  106
 GV6014  PID         -  GV6014
 GV6014  STATE/COUNTY-  VA/YORK
 GV6014  USGS QUAD   -  POQUOSON WEST (1983)
 GV6014
 GV6014                         *CURRENT SURVEY CONTROL
 GV6014  ___________________________________________________________________
 GV6014* NAD 83(1993)-  37 08 55.91689(N)    076 28 40.17808(W)     ADJUSTED  
 GV6014* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 GV6014  ___________________________________________________________________
 GV6014  X           -   1,190,154.620 (meters)                     COMP
 GV6014  Y           -  -4,948,912.943 (meters)                     COMP
 GV6014  Z           -   3,830,557.148 (meters)                     COMP
 GV6014  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 GV6014  ELLIP HEIGHT-         -28.69  (meters)          (06/04/02) GPS OBS
 GV6014  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV6014
 GV6014  HORZ ORDER  -  SECOND
 GV6014  ELLP ORDER  -  FOURTH    CLASS II
 GV6014
 GV6014.The horizontal coordinates were established by GPS observations
 GV6014.and adjusted by the National Geodetic Survey in September 1995..
 GV6014
 GV6014.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6014
 GV6014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6014
 GV6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6014
 GV6014.The ellipsoidal height was determined by GPS observations
 GV6014.and is referenced to NAD 83.
 GV6014
 GV6014.The geoid height was determined by GEOID03.
 GV6014
 GV6014;                    North         East     Units Scale Factor Converg.
 GV6014;SPC VA S     - 1,092,426.994 3,679,623.219   MT  0.99995264   +1 13 38.3
 GV6014;SPC VA S     - 3,584,070.90 12,072,230.51   sFT  0.99995264   +1 13 38.3
 GV6014;UTM  18      - 4,112,408.964   368,761.555   MT  0.99981217   -0 53 33.3
 GV6014
 GV6014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6014!SPC VA S     -   1.00000450  x   0.99995264  =   0.99995714
 GV6014!UTM  18      -   1.00000450  x   0.99981217  =   0.99981667
 GV6014
 GV6014                          SUPERSEDED SURVEY CONTROL
 GV6014
 GV6014  ELLIP H (09/08/95)  -28.59   (m)                       GP(       ) 4 2
 GV6014  NAD 83(1986)-  37 08 55.92675(N)    076 28 40.20970(W) AD(       ) 2
 GV6014  NGVD 29 (12/05/90)    7.8    (m)           26.     (f) GPS OBS        
 GV6014
 GV6014.Superseded values are not recommended for survey control.
 GV6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6014.See file dsdata.txt to determine how the superseded data were derived.
 GV6014
 GV6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6876212409(NAD 83)
 GV6014_MARKER: DD = SURVEY DISK
 GV6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6014_SP_SET: CONCRETE POST
 GV6014_STAMPING: STATION NO. 106
 GV6014_MARK LOGO: VA-199
 GV6014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6014+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6014
 GV6014  HISTORY     - Date     Condition        Report By
 GV6014  HISTORY     - 1988     MONUMENTED       BSC
 GV6014
 GV6014                          STATION DESCRIPTION
 GV6014
 GV6014'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6014'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6014'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6014'HIGHWAY) AND ROUTE 620 (ORIANA ROAD), PROCEED WESTERLY ALONG ROUTE 620
 GV6014'FOR APPROXIMATELY 2.0 KM (1.25 MI) TO THE STATION ON THE LEFT.
 GV6014'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV6014'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT HARWOODS
 GV6014'MILL PARK, 11.13 M (36.5 FT) WEST OF THE WESTERN CORNER OF THE
 GV6014'ONE-STORY BRICK PARK BUILDING, 3.35 M (11.0 FT) SOUTHEAST OF THE EDGE
 GV6014'OF THE PAVEMENT OF ROUTE 620 (ORIANA ROAD). LOCATION OF REFERENCE
 GV6014'MARKS RELATIVE TO THE MAIN STATION
 GV6014'BEARING             DISTANCE
 GV6014'RM 1    N54 39 46W       12.42 M (40.7 FT)
 GV6014'RM 2    S46 55 58W       61.15 M (200.6 FT)
 GV6014'RM 3    S63 25 37W       387.80 M (1272.3 FT)
 GV6014'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6014'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6014'1.IT IS LOCATED 1.98 M (6.5 FT) NORTHWEST OF THE EDGE OF THE PAVEMENT
 GV6014'OF ROUTE 620 (ORIANA ROAD), 10.97 M (36.0 FT) SOUTHWEST OF UTILITY
 GV6014'POLE MC-42.
 GV6014'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6014'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6014'2.  IT IS LOCATED 0.46 M (1.5 FT) WEST OF THE NORTHWEST CORNER OF THE
 GV6014'BRICK PUMP HOUSE BUILDING, 9.30 M (30.5 FT) NORTHEAST OF UTILITY POLE
 GV6014'OC-23.
 GV6014'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6014'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6014'3.  IT IS LOCATED 8.53 M (28.0 FT) NORTHWEST OF THE EDGE OF THE
 GV6014'PAVEMENT OF ROUTE 620 (ORIANA ROAD), 5.49 M (18.0 FT) WEST OF UTILITY
 GV6014'POLE KB-93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5569 ***********************************************************************
 GV5569  DESIGNATION -  106 C OF R 1972
 GV5569  PID         -  GV5569
 GV5569  STATE/COUNTY-  VA/C OF RICHMOND
 GV5569  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5569
 GV5569                         *CURRENT SURVEY CONTROL
 GV5569  ___________________________________________________________________
 GV5569* NAD 83(1993)-  37 29 51.15526(N)    077 28 11.63582(W)     ADJUSTED  
 GV5569* NAVD 88     -        61.68   (+/-2cm)     202.4    (feet)  VERTCON   
 GV5569  ___________________________________________________________________
 GV5569  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5569  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5569
 GV5569  HORZ ORDER  -  SECOND
 GV5569  VERT ORDER  -  THIRD ? (See Below)
 GV5569
 GV5569.The horizontal coordinates were established by classical geodetic methods
 GV5569.and adjusted by the National Geodetic Survey in September 1995..
 GV5569
 GV5569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5569.The vertical order pertains to the NGVD 29 superseded value.
 GV5569
 GV5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5569
 GV5569.The geoid height was determined by GEOID03.
 GV5569
 GV5569;                    North         East     Units Scale Factor Converg.
 GV5569;SPC VA S     - 1,129,695.511 3,591,083.590   MT  0.99994797   +0 37 30.7
 GV5569;SPC VA S     - 3,706,342.69 11,781,746.74   sFT  0.99994797   +0 37 30.7
 GV5569;UTM  18      - 4,152,934.496   281,660.633   MT  1.00018725   -1 30 14.7
 GV5569
 GV5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5569!SPC VA S     -   0.99999551  x   0.99994797  =   0.99994348
 GV5569!UTM  18      -   0.99999551  x   1.00018725  =   1.00018276
 GV5569
 GV5569:                Primary Azimuth Mark                     Grid Az
 GV5569:SPC VA S     -  107 C OF R 1972                          047 22 26.8
 GV5569:UTM  18      -  107 C OF R 1972                          049 30 12.2
 GV5569
 GV5569|---------------------------------------------------------------------|
 GV5569| PID    Reference Object                     Distance      Geod. Az  |
 GV5569|                                                           dddmmss.s |
 GV5569| GV5561 107 C OF R 1972                     409.176 METERS 0475957.5 |
 GV5569| GV5571 105 C OF R 1972                     494.806 METERS 1831058.3 |
 GV5569|---------------------------------------------------------------------|
 GV5569
 GV5569                          SUPERSEDED SURVEY CONTROL
 GV5569
 GV5569  NAD 83(1993)-  37 29 51.15525(N)    077 28 11.63581(W) AD(       ) 2
 GV5569  NAD 83(1986)-  37 29 51.16167(N)    077 28 11.65272(W) AD(       ) 2
 GV5569  NAD 27      -  37 29 50.63181(N)    077 28 12.70795(W) AD(       ) 2
 GV5569  NGVD 29 (07/19/86)   61.99   (m)          203.4    (f) LEVELING    3  
 GV5569
 GV5569.Superseded values are not recommended for survey control.
 GV5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5569.See file dsdata.txt to determine how the superseded data were derived.
 GV5569
 GV5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8166152934(NAD 83)
 GV5569_MARKER: Z = SEE DESCRIPTION
 GV5569_SETTING: 0 = UNSPECIFIED SETTING
 GV5569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5569
 GV5569  HISTORY     - Date     Condition        Report By
 GV5569  HISTORY     - 1972     MONUMENTED       VA2060
 GV5569  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5569  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5569  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5569  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5569
 GV5569                          STATION DESCRIPTION
 GV5569
 GV5569'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5569'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5569'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5569'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.25
 GV5569'MILES TO INTERSECTION OF BROAD ROCK RD., THENCE NORTH BROAD
 GV5569'ROCK RD. 1.95 MILES TO POINT NO. 106.
 GV5569'
 GV5569'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5569'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5569'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5569'8 INCHES BELOW GROUND LEVEL.
 GV5569'
 GV5569'APPROX. 120 FEET FROM E. P. OF RT. 10, 83.0 FEET N. W. OF VEPCO POLE
 GV5569'NO. 804L, 43.3 FEET W. OF 8 INCHES PINE TREE, 95.2 FEET E. OF 6
 GV5569'INCHES MAPLE TREE.
 GV5569'
 GV5569'NEAREST TOWN--RICHMOND.
 GV5569
 GV5569                          STATION RECOVERY (1995)
 GV5569
 GV5569'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5569'MARK NOT FOUND.
 GV5569
 GV5569                          STATION RECOVERY (1999)
 GV5569
 GV5569'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5569'MARK NOT FOUND.
 GV5569
 GV5569                          STATION RECOVERY (2003)
 GV5569
 GV5569'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5569'MARK NOT FOUND.
 GV5569
 GV5569                          STATION RECOVERY (2005)
 GV5569
 GV5569'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0878 ***********************************************************************
 HW0878  DESIGNATION -  1063.52
 HW0878  PID         -  HW0878
 HW0878  STATE/COUNTY-  VA/ROCKINGHAM
 HW0878  USGS QUAD   -  ELKTON WEST (1987)
 HW0878
 HW0878                         *CURRENT SURVEY CONTROL
 HW0878  ___________________________________________________________________
 HW0878* NAD 83(1986)-  38 24 35.     (N)    078 40 14.     (W)     SCALED    
 HW0878* NAVD 88     -       324.089  (meters)    1063.28   (feet)  ADJUSTED  
 HW0878  ___________________________________________________________________
 HW0878  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0878  DYNAMIC HT  -         323.858 (meters)    1062.52  (feet)  COMP
 HW0878  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HW0878
 HW0878  VERT ORDER  -  SECOND    CLASS 0
 HW0878
 HW0878.The horizontal coordinates were scaled from a topographic map and have
 HW0878.an estimated accuracy of +/- 6 seconds.
 HW0878
 HW0878.The orthometric height was determined by differential leveling
 HW0878.and adjusted by the National Geodetic Survey in June 1991..
 HW0878
 HW0878.The geoid height was determined by GEOID03.
 HW0878
 HW0878.The dynamic height is computed by dividing the NAVD 88
 HW0878.geopotential number by the normal gravity value computed on the
 HW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0878.degrees latitude (g = 980.6199 gals.).
 HW0878
 HW0878.The modeled gravity was interpolated from observed gravity values.
 HW0878
 HW0878;                    North         East    Units  Estimated Accuracy
 HW0878;SPC VA N     - 2,082,490.    3,485,100.      MT  (+/- 180 meters Scaled)
 HW0878
 HW0878                          SUPERSEDED SURVEY CONTROL
 HW0878
 HW0878  NGVD 29 (??/??/92)  324.242  (m)         1063.78   (f) ADJ UNCH    2 0
 HW0878
 HW0878.Superseded values are not recommended for survey control.
 HW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0878.See file dsdata.txt to determine how the superseded data were derived.
 HW0878
 HW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC033538(NAD 83)
 HW0878_MARKER: N = NAIL
 HW0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0878_SP_SET: TREE
 HW0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0878
 HW0878  HISTORY     - Date     Condition        Report By
 HW0878  HISTORY     - UNK      MONUMENTED       USGS
 HW0878  HISTORY     - 1935     GOOD             NGS
 HW0878  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0878  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0878
 HW0878                          STATION DESCRIPTION
 HW0878
 HW0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0878'0.9 MI SW FROM EAST POINT.
 HW0878'0.9 MILE SOUTHWEST ALONG COUNTY ROAD 602 FROM EAST POINT, ROCKINGHAM
 HW0878'COUNTY, 100 FEET SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 HW0878'10 FEET SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD, AND AT THE
 HW0878'BASE OF A 30-INCH DEAD WALNUT TREE.  A UNITED STATES GEOLOGICAL
 HW0878'SURVEY STANDARD COPPER NAIL AND WASHER.
 HW0878
 HW0878                          STATION RECOVERY (1968)
 HW0878
 HW0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0878'MARK NOT FOUND.
 HW0878
 HW0878                          STATION RECOVERY (1998)
 HW0878
 HW0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1549 ***********************************************************************
 GW1549  DESIGNATION -  1064 USGS RESET 1940
 GW1549  PID         -  GW1549
 GW1549  STATE/COUNTY-  VA/C OF CLIFTON FORGE
 GW1549  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1549
 GW1549                         *CURRENT SURVEY CONTROL
 GW1549  ___________________________________________________________________
 GW1549* NAD 83(1986)-  37 48 52.     (N)    079 49 28.     (W)     SCALED    
 GW1549* NAVD 88     -       324.976  (meters)    1066.19   (feet)  ADJUSTED  
 GW1549  ___________________________________________________________________
 GW1549  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW1549  DYNAMIC HT  -         324.720 (meters)    1065.35  (feet)  COMP
 GW1549  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 GW1549
 GW1549  VERT ORDER  -  FIRST     CLASS II
 GW1549
 GW1549.The horizontal coordinates were scaled from a topographic map and have
 GW1549.an estimated accuracy of +/- 6 seconds.
 GW1549
 GW1549.The orthometric height was determined by differential leveling
 GW1549.and adjusted by the National Geodetic Survey in June 1991..
 GW1549.WARNING-Repeat measurements at this control monument indicate possible
 GW1549.vertical movement.
 GW1549
 GW1549.The geoid height was determined by GEOID03.
 GW1549
 GW1549.The dynamic height is computed by dividing the NAVD 88
 GW1549.geopotential number by the normal gravity value computed on the
 GW1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1549.degrees latitude (g = 980.6199 gals.).
 GW1549
 GW1549.The modeled gravity was interpolated from observed gravity values.
 GW1549
 GW1549;                    North         East    Units  Estimated Accuracy
 GW1549;SPC VA S     - 1,165,190.    3,383,390.      MT  (+/- 180 meters Scaled)
 GW1549
 GW1549                          SUPERSEDED SURVEY CONTROL
 GW1549
 GW1549  NGVD 29 (??/??/92)  325.176  (m)         1066.85   (f) ADJ UNCH    1 2
 GW1549
 GW1549.Superseded values are not recommended for survey control.
 GW1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1549.See file dsdata.txt to determine how the superseded data were derived.
 GW1549
 GW1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB034858(NAD 83)
 GW1549_MARKER: DD = SURVEY DISK
 GW1549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1549_STAMPING: RESET 1940
 GW1549_MARK LOGO: USGS  
 GW1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1549
 GW1549  HISTORY     - Date     Condition        Report By
 GW1549  HISTORY     - 1940     MONUMENTED       USGS
 GW1549  HISTORY     - 1958     GOOD             NGS
 GW1549  HISTORY     - 1984     GOOD             NGS
 GW1549
 GW1549                          STATION DESCRIPTION
 GW1549
 GW1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1549'0.2 MI E FROM CLIFTON FORGE.
 GW1549'ABOUT 0.2 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1549'THE STATION AT CLIFTON FORGE, ON TOP AND NEAR THE NORTH END OF
 GW1549'THE EAST CONCRETE ABUTMENT OF A LARGE BRIDGE OVER SMITH CREEK,
 GW1549'11.0 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF THE NORTH
 GW1549'END OF THE ABUTMENT AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 GW1549'TRACK.
 GW1549
 GW1549                          STATION RECOVERY (1984)
 GW1549
 GW1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1549'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GW1549'MARK IS LOCATED IN THE INDEPENDENT CITY OF CLIFTON FORGE RATHER THAN
 GW1549'IN ALLEGHANY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1385 ***********************************************************************
 GW1385  DESIGNATION -  1067
 GW1385  PID         -  GW1385
 GW1385  STATE/COUNTY-  VA/FRANKLIN
 GW1385  USGS QUAD   -  REDWOOD (1982)
 GW1385
 GW1385                         *CURRENT SURVEY CONTROL
 GW1385  ___________________________________________________________________
 GW1385* NAD 83(1986)-  37 03 26.     (N)    079 52 23.     (W)     SCALED    
 GW1385* NAVD 88     -       325.05   (+/-2cm)    1066.4    (feet)  VERTCON   
 GW1385  ___________________________________________________________________
 GW1385  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1385
 GW1385  VERT ORDER  -  ? (See Below)
 GW1385
 GW1385.The horizontal coordinates were scaled from a topographic map and have
 GW1385.an estimated accuracy of +/- 6 seconds.
 GW1385
 GW1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1385.The vertical order pertains to the NGVD 29 superseded value.
 GW1385
 GW1385.The geoid height was determined by GEOID03.
 GW1385
 GW1385;                    North         East    Units  Estimated Accuracy
 GW1385;SPC VA S     - 1,081,220.    3,377,880.      MT  (+/- 180 meters Scaled)
 GW1385
 GW1385                          SUPERSEDED SURVEY CONTROL
 GW1385
 GW1385  NGVD 29 (??/??/92)  325.246  (m)         1067.08   (f) ADJ UNCH    ?  
 GW1385
 GW1385.Superseded values are not recommended for survey control.
 GW1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1385.See file dsdata.txt to determine how the superseded data were derived.
 GW1385
 GW1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB001018(NAD 83)
 GW1385_MARKER: DD = SURVEY DISK
 GW1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1385_SP_SET: CULVERT
 GW1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1385
 GW1385  HISTORY     - Date     Condition        Report By
 GW1385  HISTORY     - 1905     MONUMENTED       USGS
 GW1385  HISTORY     - 1905     GOOD             USGS
 GW1385  HISTORY     - 1935     GOOD             NGS
 GW1385
 GW1385                          STATION DESCRIPTION
 GW1385
 GW1385'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1385'1.5 MI S FROM WIRTZ.
 GW1385'ABOUT 1.5 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW1385'WIRTZ, FRANKLIN COUNTY, ABOUT 350 FEET SOUTHEAST OF MILEPOST 27,
 GW1385'ABOUT 400 FEET NORTH OF A CROSSING SIGN, NORTHEAST OF THE TRACK,
 GW1385'ON THE NORTHWEST END OF THE OLD CONCRETE HEADWALL OF AN EXTENDED
 GW1385'CULVERT, ABOUT 6.5 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE
 GW1385'NEW CONCRETE HEADWALL, ABOUT 15 FEET LOWER THAN THE TRACK, AND
 GW1385'ABOUT 2 FEET LOWER THAN A FILL.  A UNITED STATES GEOLOGICAL
 GW1385'SURVEY STANDARD DISK.  NOTE-- IT WAS REPORTED IN 1935 THAT THE
 GW1385'FACE OF THE DISK HAD BEEN MUTILATED AND THAT THE STAMPING WAS
 GW1385'ILLEGIBLE.
 GW1385
 GW1385                          STATION RECOVERY (1935)
 GW1385
 GW1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GW1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1187 ***********************************************************************
 GV1187  DESIGNATION -  106.8 USGS
 GV1187  PID         -  GV1187
 GV1187  STATE/COUNTY-  VA/HANOVER
 GV1187  USGS QUAD   -  RUTHER GLEN (1985)
 GV1187
 GV1187                         *CURRENT SURVEY CONTROL
 GV1187  ___________________________________________________________________
 GV1187* NAD 83(1986)-  37 53 18.     (N)    077 27 43.     (W)     SCALED    
 GV1187* NAVD 88     -        32.306  (meters)     105.99   (feet)  ADJUSTED  
 GV1187  ___________________________________________________________________
 GV1187  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GV1187  DYNAMIC HT  -          32.285 (meters)     105.92  (feet)  COMP
 GV1187  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 GV1187
 GV1187  VERT ORDER  -  FIRST     CLASS II
 GV1187
 GV1187.The horizontal coordinates were scaled from a topographic map and have
 GV1187.an estimated accuracy of +/- 6 seconds.
 GV1187
 GV1187.The orthometric height was determined by differential leveling
 GV1187.and adjusted by the National Geodetic Survey in June 1991..
 GV1187
 GV1187.The geoid height was determined by GEOID03.
 GV1187
 GV1187.The dynamic height is computed by dividing the NAVD 88
 GV1187.geopotential number by the normal gravity value computed on the
 GV1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1187.degrees latitude (g = 980.6199 gals.).
 GV1187
 GV1187.The modeled gravity was interpolated from observed gravity values.
 GV1187
 GV1187;                    North         East    Units  Estimated Accuracy
 GV1187;SPC VA S     - 1,173,070.    3,591,310.      MT  (+/- 180 meters Scaled)
 GV1187
 GV1187                          SUPERSEDED SURVEY CONTROL
 GV1187
 GV1187  NGVD 29 (??/??/??)   32.594  (m)          106.94   (f) ADJUSTED    1 2
 GV1187
 GV1187.Superseded values are not recommended for survey control.
 GV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1187.See file dsdata.txt to determine how the superseded data were derived.
 GV1187
 GV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG835962(NAD 83)
 GV1187_MARKER: Q = CHISELED SQUARE
 GV1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1187_SP_SET: ABUTMENT
 GV1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1187
 GV1187  HISTORY     - Date     Condition        Report By
 GV1187  HISTORY     - UNK      MONUMENTED       USGS
 GV1187  HISTORY     - 1934     GOOD             CGS
 GV1187  HISTORY     - 1974     GOOD             NGS
 GV1187  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1187  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1187  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1187  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1187
 GV1187                          STATION DESCRIPTION
 GV1187
 GV1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV1187'2 MI N FROM DOSWELL.
 GV1187'2.0 MILES NORTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 GV1187'RR FROM DOSWELL, HANOVER COUNTY, AT THE BRIDGE OVER NORTH ANNA
 GV1187'RIVER, AT THE SOUTH CONCRETE ABUTMENT, AND ON THE TOP OF THE
 GV1187'WEST END OF THE PARAPET WALL.  A CHISELED SQUARE.
 GV1187
 GV1187                          STATION RECOVERY (1974)
 GV1187
 GV1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1187'RECOVERED IN GOOD CONDITION.
 GV1187
 GV1187                          STATION RECOVERY (1988)
 GV1187
 GV1187'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPZ)
 GV1187'MARK NOT FOUND.
 GV1187
 GV1187                          STATION RECOVERY (1989)
 GV1187
 GV1187'RECOVERY NOTE BY US POWER SQUADRON 1989 (CK)
 GV1187'MARK NOT FOUND.
 GV1187
 GV1187                          STATION RECOVERY (1997)
 GV1187
 GV1187'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1187'MARK NOT FOUND.
 GV1187
 GV1187                          STATION RECOVERY (2002)
 GV1187
 GV1187'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6015 ***********************************************************************
 GV6015  DESIGNATION -  107
 GV6015  PID         -  GV6015
 GV6015  STATE/COUNTY-  VA/YORK
 GV6015  USGS QUAD   -  POQUOSON WEST (1983)
 GV6015
 GV6015                         *CURRENT SURVEY CONTROL
 GV6015  ___________________________________________________________________
 GV6015* NAD 83(1993)-  37 08 47.82362(N)    076 27 56.50699(W)     ADJUSTED  
 GV6015* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 GV6015  ___________________________________________________________________
 GV6015  X           -   1,191,238.647 (meters)                     COMP
 GV6015  Y           -  -4,948,811.452 (meters)                     COMP
 GV6015  Z           -   3,830,361.490 (meters)                     COMP
 GV6015  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 GV6015  ELLIP HEIGHT-         -23.37  (meters)          (06/04/02) GPS OBS
 GV6015  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 GV6015
 GV6015  HORZ ORDER  -  SECOND
 GV6015  ELLP ORDER  -  FOURTH    CLASS II
 GV6015
 GV6015.The horizontal coordinates were established by GPS observations
 GV6015.and adjusted by the National Geodetic Survey in September 1995..
 GV6015
 GV6015.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6015
 GV6015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6015
 GV6015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6015
 GV6015.The ellipsoidal height was determined by GPS observations
 GV6015.and is referenced to NAD 83.
 GV6015
 GV6015.The geoid height was determined by GEOID03.
 GV6015
 GV6015;                    North         East     Units Scale Factor Converg.
 GV6015;SPC VA S     - 1,092,200.716 3,680,705.974   MT  0.99995279   +1 14 04.8
 GV6015;SPC VA S     - 3,583,328.52 12,075,782.85   sFT  0.99995279   +1 14 04.8
 GV6015;UTM  18      - 4,112,142.827   369,835.046   MT  0.99980871   -0 53 06.7
 GV6015
 GV6015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6015!SPC VA S     -   1.00000367  x   0.99995279  =   0.99995646
 GV6015!UTM  18      -   1.00000367  x   0.99980871  =   0.99981238
 GV6015
 GV6015                          SUPERSEDED SURVEY CONTROL
 GV6015
 GV6015  ELLIP H (09/08/95)  -23.27   (m)                       GP(       ) 4 2
 GV6015  NAD 83(1986)-  37 08 47.83348(N)    076 27 56.53869(W) AD(       ) 2
 GV6015  NGVD 29 (12/05/90)   13.1    (m)           43.     (f) GPS OBS        
 GV6015
 GV6015.Superseded values are not recommended for survey control.
 GV6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6015.See file dsdata.txt to determine how the superseded data were derived.
 GV6015
 GV6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6983512143(NAD 83)
 GV6015_MARKER: DD = SURVEY DISK
 GV6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6015_SP_SET: CONCRETE POST
 GV6015_STAMPING: STATION NO. 107
 GV6015_MARK LOGO: VA-199
 GV6015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6015+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6015
 GV6015  HISTORY     - Date     Condition        Report By
 GV6015  HISTORY     - 1988     MONUMENTED       BSC
 GV6015
 GV6015                          STATION DESCRIPTION
 GV6015
 GV6015'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6015'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6015'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6015'HIGHWAY) AND ROUTE 620 (ORIANA ROAD), PROCEED WESTERLY ALONG ROUTE 620
 GV6015'FOR APPROXIMATELY 0.58 KM (0.35 MI)  TO THE STATION ON THE LEFT AT THE
 GV6015'JUNCTION WITH ROUTE 709 (BURTS ROAD).
 GV6015'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6015'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 620
 GV6015'(ORIANA ROAD) AT THE INTERSECTION WITH ROUTE 709 (BURTS ROAD), 2.62 M
 GV6015'(8.6 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF ROUTE 620, 10.15 M
 GV6015'(33.3 FT) NORTH OF UTILITY POLE TD-76. LOCATION OF REFERENCE MARKS
 GV6015'RELATIVE TO THE MAIN STATION
 GV6015'BEARING             DISTANCE
 GV6015'RM 1    N66 25 44W       31.63 M (103.8 FT)
 GV6015'RM 2    N21 04 12W       25.96 M (85.2 FT)
 GV6015'RM 3    N79 21 02E       308.29 M (1011.4 FT)
 GV6015'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6015'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6015'1.IT IS LOCATED 1.98 M (6.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV6015'ROUTE 620 (ORIANA ROAD), 5.18 M (17.0 FT) NORTHEAST OF UTILITY POLE
 GV6015'TA-46.
 GV6015'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6015'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6015'2.  IT IS LOCATED 0.46 M (1.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 GV6015'CHAIN LINK FENCE SURROUNDING THE YORK COUNTY PUMP STATION, OPPOSITE
 GV6015'STATION 107.
 GV6015'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6015'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6015'3.  IT IS LOCATED 3.81 M (12.5 FT) SOUTH OF THE EDGE OF THE PAVEMENT
 GV6015'OF ROUTE 620 (ORIANA ROAD), 12.19 M (40.0 FT) WEST OF UTILITY POLE 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5561 ***********************************************************************
 GV5561  DESIGNATION -  107 C OF R 1972
 GV5561  PID         -  GV5561
 GV5561  STATE/COUNTY-  VA/C OF RICHMOND
 GV5561  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5561
 GV5561                         *CURRENT SURVEY CONTROL
 GV5561  ___________________________________________________________________
 GV5561* NAD 83(1993)-  37 30 00.03599(N)    077 27 59.25628(W)     ADJUSTED  
 GV5561* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 GV5561  ___________________________________________________________________
 GV5561  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5561  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5561
 GV5561  HORZ ORDER  -  SECOND
 GV5561  VERT ORDER  -  THIRD ? (See Below)
 GV5561
 GV5561.The horizontal coordinates were established by classical geodetic methods
 GV5561.and adjusted by the National Geodetic Survey in November 1994..
 GV5561
 GV5561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5561.The vertical order pertains to the NGVD 29 superseded value.
 GV5561
 GV5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5561
 GV5561.The geoid height was determined by GEOID03.
 GV5561
 GV5561;                    North         East     Units Scale Factor Converg.
 GV5561;SPC VA S     - 1,129,972.594 3,591,384.643   MT  0.99994807   +0 37 38.2
 GV5561;SPC VA S     - 3,707,251.75 11,782,734.45   sFT  0.99994807   +0 37 38.2
 GV5561;UTM  18      - 4,153,200.265   281,971.847   MT  1.00018557   -1 30 07.5
 GV5561
 GV5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5561!SPC VA S     -   0.99999635  x   0.99994807  =   0.99994442
 GV5561!UTM  18      -   0.99999635  x   1.00018557  =   1.00018192
 GV5561
 GV5561:                Primary Azimuth Mark                     Grid Az
 GV5561:SPC VA S     -  109 C OF R 1972                          127 55 19.1
 GV5561:UTM  18      -  109 C OF R 1972                          130 03 04.8
 GV5561
 GV5561|---------------------------------------------------------------------|
 GV5561| PID    Reference Object                     Distance      Geod. Az  |
 GV5561|                                                           dddmmss.s |
 GV5561| GV5556 109 C OF R 1972                     APPROX. 0.6 KM 1283257.3 |
 GV5561| GV5569 106 C OF R 1972                     409.176 METERS 2280005.1 |
 GV5561| GV5287 108 C OF R 1972                     234.194 METERS 31125     |
 GV5561|---------------------------------------------------------------------|
 GV5561
 GV5561                          SUPERSEDED SURVEY CONTROL
 GV5561
 GV5561  NAD 83(1986)-  37 30 00.04233(N)    077 27 59.27324(W) AD(       ) 2
 GV5561  NAD 27      -  37 29 59.51281(N)    077 28 00.32897(W) AD(       ) 2
 GV5561  NGVD 29 (07/19/86)   56.63   (m)          185.8    (f) LEVELING    3  
 GV5561
 GV5561.Superseded values are not recommended for survey control.
 GV5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5561.See file dsdata.txt to determine how the superseded data were derived.
 GV5561
 GV5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8197253200(NAD 83)
 GV5561_MARKER: DD = SURVEY DISK
 GV5561_SETTING: 0 = UNSPECIFIED SETTING
 GV5561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5561+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5561
 GV5561  HISTORY     - Date     Condition        Report By
 GV5561  HISTORY     - 1972     MONUMENTED       VA2060
 GV5561  HISTORY     - 19951028 GOOD             USPSQD
 GV5561  HISTORY     - 20000302 GOOD             USPSQD
 GV5561  HISTORY     - 20031118 GOOD             USPSQD
 GV5561  HISTORY     - 20050207 GOOD             USPSQD
 GV5561
 GV5561                          STATION DESCRIPTION
 GV5561
 GV5561'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5561'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5561'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5561'BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60 MILES TO HOPKINS RD.,
 GV5561'THENCE NORTH ON HOPKINS 1.90 MILES TO INTERSECTION OF MCGUIRE DR.,
 GV5561'THENCE NORTHWEST ON MCGUIRE DR. 0.40 MILE TO POINT NO. 107.
 GV5561'
 GV5561'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND DISK, BRASS DISK LOCATED
 GV5561'IN TOP OF CURB, STAMPED PT. 107 - 1973.
 GV5561'
 GV5561'26.0 FEET E. OF 18 INCH OAK TREE, 58.5 FEET W. OF VEPCO POLE NO.
 GV5561'5A46, 25.8 FEET S. W. OF C/L OF MCGUIRE DR.
 GV5561'
 GV5561'NEAREST TOWN--RICHMOND.
 GV5561
 GV5561                          STATION RECOVERY (1995)
 GV5561
 GV5561'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5561'RECOVERED IN GOOD CONDITION.
 GV5561
 GV5561                          STATION RECOVERY (2000)
 GV5561
 GV5561'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5561'RECOVERED IN GOOD CONDITION.
 GV5561
 GV5561                          STATION RECOVERY (2003)
 GV5561
 GV5561'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5561'RECOVERED IN GOOD CONDITION.
 GV5561
 GV5561                          STATION RECOVERY (2005)
 GV5561
 GV5561'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1726 ***********************************************************************
 GV1726  DESIGNATION -  107 USGS
 GV1726  PID         -  GV1726
 GV1726  STATE/COUNTY-  VA/CHARLES CITY
 GV1726  USGS QUAD   -  ROXBURY (1994)
 GV1726
 GV1726                         *CURRENT SURVEY CONTROL
 GV1726  ___________________________________________________________________
 GV1726* NAD 83(1986)-  37 22 35.     (N)    077 09 35.     (W)     SCALED    
 GV1726* NAVD 88     -        32.382  (meters)     106.24   (feet)  ADJUSTED  
 GV1726  ___________________________________________________________________
 GV1726  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV1726  DYNAMIC HT  -          32.360 (meters)     106.17  (feet)  COMP
 GV1726  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 GV1726
 GV1726  VERT ORDER  -  THIRD
 GV1726
 GV1726.The horizontal coordinates were scaled from a topographic map and have
 GV1726.an estimated accuracy of +/- 6 seconds.
 GV1726
 GV1726.The orthometric height was determined by differential leveling
 GV1726.and adjusted by the National Geodetic Survey in June 1991..
 GV1726
 GV1726.The geoid height was determined by GEOID03.
 GV1726
 GV1726.The dynamic height is computed by dividing the NAVD 88
 GV1726.geopotential number by the normal gravity value computed on the
 GV1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1726.degrees latitude (g = 980.6199 gals.).
 GV1726
 GV1726.The modeled gravity was interpolated from observed gravity values.
 GV1726
 GV1726;                    North         East    Units  Estimated Accuracy
 GV1726;SPC VA S     - 1,116,600.    3,618,700.      MT  (+/- 180 meters Scaled)
 GV1726
 GV1726                          SUPERSEDED SURVEY CONTROL
 GV1726
 GV1726  NGVD 29 (??/??/??)   32.713  (m)          107.33   (f) ADJUSTED    3 0
 GV1726
 GV1726.Superseded values are not recommended for survey control.
 GV1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1726.See file dsdata.txt to determine how the superseded data were derived.
 GV1726
 GV1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG087388(NAD 83)
 GV1726_MARKER: P = PIPE CAP
 GV1726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1726_STAMPING: 107
 GV1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1726
 GV1726  HISTORY     - Date     Condition        Report By
 GV1726  HISTORY     - UNK      MONUMENTED       USGS
 GV1726  HISTORY     - 1962     GOOD             CGS
 GV1726  HISTORY     - 19960226 MARK NOT FOUND   USPSQD
 GV1726  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1726  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1726
 GV1726                          STATION DESCRIPTION
 GV1726
 GV1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1726'0.8 MI N FROM BARNETTS.
 GV1726'3.3 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 602 FROM THE
 GV1726'POST OFFICE AT ROXBURY, CHARLES CITY COUNTY, THENCE 2.9 MILES
 GV1726'SOUTH ALONG SECONDARY STATE HIGHWAY 601, 0.8 MILE NORTH OF THE
 GV1726'POST OFFICE AT BARNETTS, AT A FORK IN THE HIGHWAY, AND IN THE
 GV1726'SOUTHWEST CORNER OF THE FORK.  A UNITED STATES GEOLOGICAL
 GV1726'SURVEY STANDARD CAP, STAMPED 107 AND SET IN THE TOP OF AN
 GV1726'IRON POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THE FORK AT
 GV1726'THE JUNCTION OF STATE HIGHWAYS 607 AND 609, 0.8 MILE NORTH ALONG
 GV1726'609 FROM THE POST OFFICE AT BARNETTS.  THE MARK IS 1.5 FEET
 GV1726'EAST OF A LARGE WITNESS POST, FLUSH WITH THE GROUND AND HAS
 GV1726'NO STAMPING.
 GV1726
 GV1726                          STATION RECOVERY (1996)
 GV1726
 GV1726'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1726'MARK NOT FOUND.
 GV1726
 GV1726                          STATION RECOVERY (2000)
 GV1726
 GV1726'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1726'MARK NOT FOUND.
 GV1726
 GV1726                          STATION RECOVERY (2001)
 GV1726
 GV1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1726'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1136 ***********************************************************************
 HW1136  DESIGNATION -  1075.30
 HW1136  PID         -  HW1136
 HW1136  STATE/COUNTY-  VA/ROCKINGHAM
 HW1136  USGS QUAD   -  TIMBERVILLE (1994)
 HW1136
 HW1136                         *CURRENT SURVEY CONTROL
 HW1136  ___________________________________________________________________
 HW1136* NAD 83(1986)-  38 37 54.     (N)    078 50 14.     (W)     SCALED    
 HW1136* NAVD 88     -       327.710  (meters)    1075.16   (feet)  ADJUSTED  
 HW1136  ___________________________________________________________________
 HW1136  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW1136  DYNAMIC HT  -         327.480 (meters)    1074.41  (feet)  COMP
 HW1136  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 HW1136
 HW1136  VERT ORDER  -  SECOND    CLASS 0
 HW1136
 HW1136.The horizontal coordinates were scaled from a topographic map and have
 HW1136.an estimated accuracy of +/- 6 seconds.
 HW1136
 HW1136.The orthometric height was determined by differential leveling
 HW1136.and adjusted by the National Geodetic Survey in June 1991..
 HW1136
 HW1136.The geoid height was determined by GEOID03.
 HW1136
 HW1136.The dynamic height is computed by dividing the NAVD 88
 HW1136.geopotential number by the normal gravity value computed on the
 HW1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1136.degrees latitude (g = 980.6199 gals.).
 HW1136
 HW1136.The modeled gravity was interpolated from observed gravity values.
 HW1136
 HW1136;                    North         East    Units  Estimated Accuracy
 HW1136;SPC VA N     - 2,107,170.    3,470,640.      MT  (+/- 180 meters Scaled)
 HW1136
 HW1136                          SUPERSEDED SURVEY CONTROL
 HW1136
 HW1136  NGVD 29 (??/??/92)  327.857  (m)         1075.64   (f) ADJ UNCH    2 0
 HW1136
 HW1136.Superseded values are not recommended for survey control.
 HW1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1136.See file dsdata.txt to determine how the superseded data were derived.
 HW1136
 HW1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC882781(NAD 83)
 HW1136_MARKER: Q = CHISELED SQUARE
 HW1136_SETTING: 80 = SET IN A BOULDER
 HW1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1136+STABILITY: SURFACE MOTION
 HW1136
 HW1136  HISTORY     - Date     Condition        Report By
 HW1136  HISTORY     - UNK      MONUMENTED       USGS
 HW1136  HISTORY     - 1960     MARK NOT FOUND   NGS
 HW1136
 HW1136                          STATION DESCRIPTION
 HW1136
 HW1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1136'2.4 MI NW FROM BROADWAY.
 HW1136'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE SOUTHERN
 HW1136'RAILWAY STATION AT BROADWAY, ROCKINGHAM COUNTY, 110 FEET EAST
 HW1136'OF A SMALL STREAM, 45 FEET SOUTHWEST OF THE JUNCTION OF A ROAD
 HW1136'LEADING TO A HOUSE, AND ON THE TOP OF A LARGE BOULDER.  A
 HW1136'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6016 ***********************************************************************
 GV6016  DESIGNATION -  108
 GV6016  PID         -  GV6016
 GV6016  STATE/COUNTY-  VA/YORK
 GV6016  USGS QUAD   -  POQUOSON WEST (1983)
 GV6016
 GV6016                         *CURRENT SURVEY CONTROL
 GV6016  ___________________________________________________________________
 GV6016* NAD 83(1993)-  37 08 11.22823(N)    076 27 26.88685(W)     ADJUSTED  
 GV6016* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 GV6016  ___________________________________________________________________
 GV6016  X           -   1,192,106.853 (meters)                     COMP
 GV6016  Y           -  -4,949,294.469 (meters)                     COMP
 GV6016  Z           -   3,829,455.884 (meters)                     COMP
 GV6016  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 GV6016  ELLIP HEIGHT-         -33.81  (meters)          (06/04/02) GPS OBS
 GV6016  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 GV6016
 GV6016  HORZ ORDER  -  SECOND
 GV6016  ELLP ORDER  -  FOURTH    CLASS II
 GV6016
 GV6016.The horizontal coordinates were established by GPS observations
 GV6016.and adjusted by the National Geodetic Survey in September 1995..
 GV6016
 GV6016.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6016
 GV6016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6016
 GV6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6016
 GV6016.The ellipsoidal height was determined by GPS observations
 GV6016.and is referenced to NAD 83.
 GV6016
 GV6016.The geoid height was determined by GEOID03.
 GV6016
 GV6016;                    North         East     Units Scale Factor Converg.
 GV6016;SPC VA S     - 1,091,088.657 3,681,461.139   MT  0.99995349   +1 14 22.8
 GV6016;SPC VA S     - 3,579,680.04 12,078,260.42   sFT  0.99995349   +1 14 22.8
 GV6016;UTM  18      - 4,111,003.762   370,548.456   MT  0.99980643   -0 52 48.1
 GV6016
 GV6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6016!SPC VA S     -   1.00000531  x   0.99995349  =   0.99995880
 GV6016!UTM  18      -   1.00000531  x   0.99980643  =   0.99981173
 GV6016
 GV6016                          SUPERSEDED SURVEY CONTROL
 GV6016
 GV6016  ELLIP H (09/08/95)  -33.72   (m)                       GP(       ) 4 2
 GV6016  NAD 83(1986)-  37 08 11.23797(N)    076 27 26.91873(W) AD(       ) 2
 GV6016  NGVD 29 (12/05/90)    2.8    (m)            9.     (f) GPS OBS        
 GV6016
 GV6016.Superseded values are not recommended for survey control.
 GV6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6016.See file dsdata.txt to determine how the superseded data were derived.
 GV6016
 GV6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7054811004(NAD 83)
 GV6016_MARKER: DD = SURVEY DISK
 GV6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6016_SP_SET: CONCRETE POST
 GV6016_STAMPING: STATION NO. 108
 GV6016_MARK LOGO: VA-199
 GV6016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6016+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6016
 GV6016  HISTORY     - Date     Condition        Report By
 GV6016  HISTORY     - 1988     MONUMENTED       BSC
 GV6016
 GV6016                          STATION DESCRIPTION
 GV6016
 GV6016'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6016'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6016'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6016'HIGHWAY) AND ROUTE 620 (ORIANA ROAD), PROCEED SOUTH ALONG U.S. ROUTE
 GV6016'17 FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT
 GV6016'OPPOSITE THE HARWOODS MILL RESERVOIR.
 GV6016'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6016'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.80 M
 GV6016'(19.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES OF
 GV6016'ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 33.07 M (108.5 FT) NORTHEAST OF
 GV6016'UTILITY POLE A1-21.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6016'STATION
 GV6016'BEARING             DISTANCE
 GV6016'RM 1    S09 16 46W       226.31 M (742.5 FT)
 GV6016'RM 2    S80 16 17E       32.65 M (107.1 FT)
 GV6016'RM 3    N15 57 38E       294.27 M (965.5 FT)
 GV6016'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6016'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6016'1.IT IS LOCATED 5.49 M (18.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6016'THE SOUTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 8.08 M
 GV6016'(26.5 FT) NORTH OF THE ROUTE DIRECTION SIGN.
 GV6016'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6016'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6016'2.  IT IS LOCATED 3.35 M (11.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6016'THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), OPPOSITE
 GV6016'STATION 108.
 GV6016'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6016'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6016'3.  IT IS LOCATED 2.29 M (7.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6016'THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 5.94 M
 GV6016'(19.5 FT) SOUTHWEST OF THE LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5287 ***********************************************************************
 GV5287  DESIGNATION -  108 C OF R 1972
 GV5287  PID         -  GV5287
 GV5287  STATE/COUNTY-  VA/C OF RICHMOND
 GV5287  USGS QUAD   -  RICHMOND (1994)
 GV5287
 GV5287                         *CURRENT SURVEY CONTROL
 GV5287  ___________________________________________________________________
 GV5287* NAD 83(1993)-  37 30 05.06071(N)    077 28 06.40708(W)     ADJUSTED  
 GV5287* NAVD 88     -        57.36   (+/-2cm)     188.2    (feet)  VERTCON   
 GV5287  ___________________________________________________________________
 GV5287  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 GV5287  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5287
 GV5287  HORZ ORDER  -  SECOND
 GV5287  VERT ORDER  -  THIRD ? (See Below)
 GV5287
 GV5287.The horizontal coordinates were established by classical geodetic methods
 GV5287.and adjusted by the National Geodetic Survey in November 1994..
 GV5287
 GV5287.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5287.The vertical order pertains to the NGVD 29 superseded value.
 GV5287
 GV5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5287
 GV5287.The geoid height was determined by GEOID03.
 GV5287
 GV5287;                    North         East     Units Scale Factor Converg.
 GV5287;SPC VA S     - 1,130,125.567 3,591,207.327   MT  0.99994812   +0 37 33.9
 GV5287;SPC VA S     - 3,707,753.63 11,782,152.71   sFT  0.99994812   +0 37 33.9
 GV5287;UTM  18      - 4,153,359.759   281,800.297   MT  1.00018650   -1 30 12.0
 GV5287
 GV5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5287!SPC VA S     -   0.99999618  x   0.99994812  =   0.99994430
 GV5287!UTM  18      -   0.99999618  x   1.00018650  =   1.00018268
 GV5287
 GV5287                          SUPERSEDED SURVEY CONTROL
 GV5287
 GV5287  NAD 83(1986)-  37 30 05.06703(N)    077 28 06.42398(W) AD(       ) 2
 GV5287  NAD 27      -  37 30 04.53755(N)    077 28 07.47962(W) AD(       ) 2
 GV5287  NGVD 29 (07/19/86)   57.67   (m)          189.2    (f) LEVELING    3  
 GV5287
 GV5287.Superseded values are not recommended for survey control.
 GV5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5287.See file dsdata.txt to determine how the superseded data were derived.
 GV5287
 GV5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8180053360(NAD 83)
 GV5287_MARKER: Z = SEE DESCRIPTION
 GV5287_SETTING: 0 = UNSPECIFIED SETTING
 GV5287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5287+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 GV5287
 GV5287  HISTORY     - Date     Condition        Report By
 GV5287  HISTORY     - 1972     MONUMENTED       VA2060
 GV5287  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5287  HISTORY     - 20000302 GOOD             USPSQD
 GV5287  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5287  HISTORY     - 20031118 GOOD             USPSQD
 GV5287  HISTORY     - 20050202 GOOD             USPSQD
 GV5287
 GV5287                          STATION DESCRIPTION
 GV5287
 GV5287'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5287'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5287'ON WESTOVER HILLS BLVD., THENCE EAST ON THE BLVD. 1.90 MILES TO
 GV5287'INTERSECTION WITH BROAD ROCK RD., THENCE NORTHEAST ON BROAD ROCK
 GV5287'RD. 0.10 MILE TO POINT NO. 108.
 GV5287'
 GV5287'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5287'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5287'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET 6
 GV5287'INCHES BELOW GROUND.
 GV5287'
 GV5287'25.5 FEET N. E. OF C/L OF MCGUIRE DR., 29.5 FEET N. W. OF C/L OF EAST
 GV5287'BROAD ROCK RD., 39.9 FEET E. OF VEPCO POLE NO. RA90.
 GV5287'
 GV5287'NEAREST TOWN--RICHMOND.
 GV5287
 GV5287                          STATION RECOVERY (1995)
 GV5287
 GV5287'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5287'MARK NOT FOUND.
 GV5287
 GV5287                          STATION RECOVERY (2000)
 GV5287
 GV5287'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5287'RECOVERED IN GOOD CONDITION.
 GV5287
 GV5287                          STATION RECOVERY (2003)
 GV5287
 GV5287'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5287'MARK IS 50FT NORTHEAST OF MCQUIRE DRIVE IN FRONT OF 3712 BROAD ROCK
 GV5287'ROAD
 GV5287
 GV5287                          STATION RECOVERY (2003)
 GV5287
 GV5287'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5287'MARK IS 50FT NORTH EAST OF MCQUIRE STREET AND IN FRONT OF 3712 BROAK
 GV5287'ROCK ROAD
 GV5287
 GV5287                          STATION RECOVERY (2005)
 GV5287
 GV5287'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0438 ***********************************************************************
 GV0438  DESIGNATION -  108 USGS
 GV0438  PID         -  GV0438
 GV0438  STATE/COUNTY-  VA/SURRY
 GV0438  USGS QUAD   -  CLAREMONT (1986)
 GV0438
 GV0438                         *CURRENT SURVEY CONTROL
 GV0438  ___________________________________________________________________
 GV0438* NAD 83(1986)-  37 09 58.     (N)    076 58 24.     (W)     SCALED    
 GV0438* NAVD 88     -        32.392  (meters)     106.27   (feet)  ADJUSTED  
 GV0438  ___________________________________________________________________
 GV0438  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 GV0438  DYNAMIC HT  -          32.368 (meters)     106.19  (feet)  COMP
 GV0438  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 GV0438
 GV0438  VERT ORDER  -  FIRST     CLASS I
 GV0438
 GV0438.The horizontal coordinates were scaled from a topographic map and have
 GV0438.an estimated accuracy of +/- 6 seconds.
 GV0438
 GV0438.The orthometric height was determined by differential leveling
 GV0438.and adjusted by the National Geodetic Survey in June 1991..
 GV0438
 GV0438.The geoid height was determined by GEOID03.
 GV0438
 GV0438.The dynamic height is computed by dividing the NAVD 88
 GV0438.geopotential number by the normal gravity value computed on the
 GV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0438.degrees latitude (g = 980.6199 gals.).
 GV0438
 GV0438.The modeled gravity was interpolated from observed gravity values.
 GV0438
 GV0438;                    North         East    Units  Estimated Accuracy
 GV0438;SPC VA S     - 1,093,510.    3,635,580.      MT  (+/- 180 meters Scaled)
 GV0438
 GV0438                          SUPERSEDED SURVEY CONTROL
 GV0438
 GV0438  NGVD 29 (??/??/??)   32.628  (m)          107.05   (f) ADJUSTED    1 1
 GV0438
 GV0438.Superseded values are not recommended for survey control.
 GV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0438.See file dsdata.txt to determine how the superseded data were derived.
 GV0438
 GV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG247151(NAD 83)
 GV0438_MARKER: P = PIPE CAP
 GV0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0438_STAMPING: 108 VA 108 1917
 GV0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0438+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0438
 GV0438  HISTORY     - Date     Condition        Report By
 GV0438  HISTORY     - 1917     MONUMENTED       USGS
 GV0438  HISTORY     - 1971     GOOD             NGS
 GV0438  HISTORY     - 19970308 GOOD             USPSQD
 GV0438  HISTORY     - 20020223 GOOD             USPSQD
 GV0438
 GV0438                          STATION DESCRIPTION
 GV0438
 GV0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0438'AT SPRING GROVE.
 GV0438'AT SPRING GROVE, 121 FEET NORTH OF THE CENTER OF THE INTERSECTION
 GV0438'OF STATE HIGHWAYS 10 AND 40 AND COUNTY ROAD NO. T 646, 22.5 FEET
 GV0438'WEST OF THE SOUTHWEST CORNER OF A TWO-STORY BRICK BUILDING WHICH
 GV0438'IS A RESIDENCE AND HOUSES THE SPRING GROVE POST OFFICE DOWNSTAIRS,
 GV0438'25 FEET NORTHWEST OF A STEEL FLAGPOLE FOR POST OFFICE, 75.2 FEET
 GV0438'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK WELL
 GV0438'HOUSE, 74 FEET NORTH OF THE NORTH SIDE OF A 60-INCH OAK TREE,
 GV0438'ABOUT LEVEL WITH THE HIGHWAYS AND IS A USGS CAP ON TOP OF AN IRON
 GV0438'PIPE WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 GV0438
 GV0438                          STATION RECOVERY (1997)
 GV0438
 GV0438'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0438'RECOVERED IN GOOD CONDITION.
 GV0438
 GV0438                          STATION RECOVERY (2002)
 GV0438
 GV0438'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV0438'MARKER FOUND OK MARK IS LOCATED SW OF SMALL CONCRETE BLOCK WELL HOUSE
 GV0438'AND 25FT NW FROM CORNOR OF POST OFFICE BLDG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1393 ***********************************************************************
 GW1393  DESIGNATION -  1086
 GW1393  PID         -  GW1393
 GW1393  STATE/COUNTY-  VA/ROANOKE
 GW1393  USGS QUAD   -  GARDEN CITY (1984)
 GW1393
 GW1393                         *CURRENT SURVEY CONTROL
 GW1393  ___________________________________________________________________
 GW1393* NAD 83(1986)-  37 14 03.     (N)    079 58 40.     (W)     SCALED    
 GW1393* NAVD 88     -       330.89   (+/-2cm)    1085.6    (feet)  VERTCON   
 GW1393  ___________________________________________________________________
 GW1393  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1393
 GW1393  VERT ORDER  -  ? (See Below)
 GW1393
 GW1393.The horizontal coordinates were scaled from a topographic map and have
 GW1393.an estimated accuracy of +/- 6 seconds.
 GW1393
 GW1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1393.The vertical order pertains to the NGVD 29 superseded value.
 GW1393
 GW1393.The geoid height was determined by GEOID03.
 GW1393
 GW1393;                    North         East    Units  Estimated Accuracy
 GW1393;SPC VA S     - 1,101,000.    3,368,880.      MT  (+/- 180 meters Scaled)
 GW1393
 GW1393                          SUPERSEDED SURVEY CONTROL
 GW1393
 GW1393  NGVD 29 (??/??/92)  331.082  (m)         1086.22   (f) ADJ UNCH    ?  
 GW1393
 GW1393.Superseded values are not recommended for survey control.
 GW1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1393.See file dsdata.txt to determine how the superseded data were derived.
 GW1393
 GW1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB906213(NAD 83)
 GW1393_MARKER: DD = SURVEY DISK
 GW1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1393_SP_SET: CULVERT
 GW1393_STAMPING: 1086.340 FEET
 GW1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1393
 GW1393  HISTORY     - Date     Condition        Report By
 GW1393  HISTORY     - UNK      MONUMENTED       USGS
 GW1393  HISTORY     - 1905     GOOD             USGS
 GW1393
 GW1393                          STATION DESCRIPTION
 GW1393
 GW1393'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1393'4.2 MI S FROM ROANOKE.
 GW1393'ABOUT 4.2 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW1393'THE STATION AT ROANOKE, ROANOKE COUNTY, ABOUT 325 FEET SOUTH OF
 GW1393'MILEPOST 9, IN THE TOP OF THE COPING AT THE SOUTHEAST CORNER OF
 GW1393'A STONE CULVERT, AND 13.9 FEET EAST OF THE CENTER LINE OF THE
 GW1393'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GW1393'1086.340 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1661 ***********************************************************************
 GW1661  DESIGNATION -  1089
 GW1661  PID         -  GW1661
 GW1661  STATE/COUNTY-  VA/ALLEGHANY
 GW1661  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1661
 GW1661                         *CURRENT SURVEY CONTROL
 GW1661  ___________________________________________________________________
 GW1661* NAD 83(1986)-  37 47 51.     (N)    079 42 25.     (W)     SCALED    
 GW1661* NAVD 88     -       360.130  (meters)    1181.53   (feet)  ADJUSTED  
 GW1661  ___________________________________________________________________
 GW1661  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW1661  DYNAMIC HT  -         359.846 (meters)    1180.59  (feet)  COMP
 GW1661  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 GW1661
 GW1661  VERT ORDER  -  SECOND    CLASS 0
 GW1661
 GW1661.The horizontal coordinates were scaled from a topographic map and have
 GW1661.an estimated accuracy of +/- 6 seconds.
 GW1661
 GW1661.The orthometric height was determined by differential leveling
 GW1661.and adjusted by the National Geodetic Survey in June 1991..
 GW1661
 GW1661.The geoid height was determined by GEOID03.
 GW1661
 GW1661.The dynamic height is computed by dividing the NAVD 88
 GW1661.geopotential number by the normal gravity value computed on the
 GW1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1661.degrees latitude (g = 980.6199 gals.).
 GW1661
 GW1661.The modeled gravity was interpolated from observed gravity values.
 GW1661
 GW1661;                    North         East    Units  Estimated Accuracy
 GW1661;SPC VA S     - 1,163,170.    3,393,710.      MT  (+/- 180 meters Scaled)
 GW1661
 GW1661                          SUPERSEDED SURVEY CONTROL
 GW1661
 GW1661  NGVD 29 (??/??/92)  360.314  (m)         1182.13   (f) ADJ UNCH    2 0
 GW1661
 GW1661.Superseded values are not recommended for survey control.
 GW1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1661.See file dsdata.txt to determine how the superseded data were derived.
 GW1661
 GW1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB138841(NAD 83)
 GW1661_MARKER: DD = SURVEY DISK
 GW1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1661_STAMPING: 1089 1937
 GW1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1661+STABILITY: SURFACE MOTION
 GW1661
 GW1661  HISTORY     - Date     Condition        Report By
 GW1661  HISTORY     - 1937     MONUMENTED       USFS
 GW1661  HISTORY     - 1958     GOOD             NGS
 GW1661
 GW1661                          STATION DESCRIPTION
 GW1661
 GW1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1661'8.1 MI SE FROM CLIFTON FORGE.
 GW1661'ABOUT 8.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1661'HALL AT CLIFTON FORGE, ALONG THE SOUTHWEST BANK OF A SMALL CREEK
 GW1661'23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.2
 GW1661'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER
 GW1661'CREEK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 GW1661'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6017 ***********************************************************************
 GV6017  DESIGNATION -  109
 GV6017  PID         -  GV6017
 GV6017  STATE/COUNTY-  VA/YORK
 GV6017  USGS QUAD   -  POQUOSON WEST (1983)
 GV6017
 GV6017                         *CURRENT SURVEY CONTROL
 GV6017  ___________________________________________________________________
 GV6017* NAD 83(1993)-  37 07 34.20593(N)    076 27 30.33811(W)     ADJUSTED  
 GV6017* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 GV6017  ___________________________________________________________________
 GV6017  X           -   1,192,186.586 (meters)                     COMP
 GV6017  Y           -  -4,949,989.308 (meters)                     COMP
 GV6017  Z           -   3,828,549.941 (meters)                     COMP
 GV6017  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 GV6017  ELLIP HEIGHT-         -27.23  (meters)          (06/04/02) GPS OBS
 GV6017  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 GV6017
 GV6017  HORZ ORDER  -  SECOND
 GV6017  ELLP ORDER  -  FOURTH    CLASS II
 GV6017
 GV6017.The horizontal coordinates were established by GPS observations
 GV6017.and adjusted by the National Geodetic Survey in September 1995..
 GV6017
 GV6017.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6017
 GV6017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6017
 GV6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6017
 GV6017.The ellipsoidal height was determined by GPS observations
 GV6017.and is referenced to NAD 83.
 GV6017
 GV6017.The geoid height was determined by GEOID03.
 GV6017
 GV6017;                    North         East     Units Scale Factor Converg.
 GV6017;SPC VA S     - 1,089,945.818 3,681,400.660   MT  0.99995422   +1 14 20.7
 GV6017;SPC VA S     - 3,575,930.57 12,078,062.00   sFT  0.99995422   +1 14 20.7
 GV6017;UTM  18      - 4,109,864.110   370,445.766   MT  0.99980676   -0 52 49.4
 GV6017
 GV6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6017!SPC VA S     -   1.00000427  x   0.99995422  =   0.99995849
 GV6017!UTM  18      -   1.00000427  x   0.99980676  =   0.99981103
 GV6017
 GV6017                          SUPERSEDED SURVEY CONTROL
 GV6017
 GV6017  ELLIP H (09/08/95)  -27.15   (m)                       GP(       ) 4 2
 GV6017  NAD 83(1993)-  37 07 34.20746(N)    076 27 30.34716(W) AD(       ) 2
 GV6017  NAD 83(1986)-  37 07 34.21567(N)    076 27 30.37015(W) AD(       ) 2
 GV6017  NGVD 29 (12/05/90)    9.4    (m)           31.     (f) GPS OBS        
 GV6017
 GV6017.Superseded values are not recommended for survey control.
 GV6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6017.See file dsdata.txt to determine how the superseded data were derived.
 GV6017
 GV6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7044609864(NAD 83)
 GV6017_MARKER: DD = SURVEY DISK
 GV6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6017_SP_SET: CONCRETE POST
 GV6017_STAMPING: STATION NO. 109
 GV6017_MARK LOGO: VA-199
 GV6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6017+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6017
 GV6017  HISTORY     - Date     Condition        Report By
 GV6017  HISTORY     - 1988     MONUMENTED       BSC
 GV6017
 GV6017                          STATION DESCRIPTION
 GV6017
 GV6017'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6017'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6017'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6017'HIGHWAY) AND ROUTE 171 (VICTORY BOULEVARD), PROCEED NORTHERLY ALONG
 GV6017'U.S. ROUTE 17 FOR APPROXIMATELY 0.78 KM (0.50 MI) TO THE STATION ON
 GV6017'THE RIGHT JUST PAST THE ROUTE 134 ON-RAMP.
 GV6017'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6017'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.33 M
 GV6017'(17.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF THE NORTHBOUND LANES OF
 GV6017'ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 7.62 M (25.0 FT) SOUTHWEST OF
 GV6017'UTILITY POLE XA-98.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6017'STATION
 GV6017'BEARING             DISTANCE
 GV6017'RM 1    N14 59 19W       44.42 M (145.7 FT)
 GV6017'RM 2    N87 15 23W       47.05 M (154.4 FT)
 GV6017'RM 3    S14 47 59E       38.96 M (127.8 FT)
 GV6017'STN 120   S12 49 20E       928.93 M (3047.7 FT)
 GV6017'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6017'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6017'1.IT IS LOCATED 2.74 M (9.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6017'THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 0.30 M
 GV6017'(1.0 FT) SOUTH OF THE END OF THE STEEL GUARDRAIL.
 GV6017'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6017'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6017'2.  IT IS LOCATED 9.60 M (31.5 FT) NORTH OF UTILITY POLE XA-77, 12.19
 GV6017'M (40.0 FT) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF ROUTE
 GV6017'17 (GEORGE WASHINGTON HIGHWAY).
 GV6017'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6017'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6017'3.  IT IS LOCATED 6.40 M (21.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6017'THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 6.40 M
 GV6017'(21.0 FT) SOUTHEAST OF THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5556 ***********************************************************************
 GV5556  DESIGNATION -  109 C OF R 1972
 GV5556  PID         -  GV5556
 GV5556  STATE/COUNTY-  VA/C OF RICHMOND
 GV5556  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5556
 GV5556                         *CURRENT SURVEY CONTROL
 GV5556  ___________________________________________________________________
 GV5556* NAD 83(1993)-  37 29 47.41541(N)    077 27 39.37856(W)     ADJUSTED  
 GV5556* NAVD 88     -        51.93   (+/-2cm)     170.4    (feet)  VERTCON   
 GV5556  ___________________________________________________________________
 GV5556  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 GV5556  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5556
 GV5556  HORZ ORDER  -  SECOND
 GV5556  VERT ORDER  -  THIRD ? (See Below)
 GV5556
 GV5556.The horizontal coordinates were established by classical geodetic methods
 GV5556.and adjusted by the National Geodetic Survey in September 1995..
 GV5556
 GV5556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5556.The vertical order pertains to the NGVD 29 superseded value.
 GV5556
 GV5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5556
 GV5556.The geoid height was determined by GEOID03.
 GV5556
 GV5556;                    North         East     Units Scale Factor Converg.
 GV5556;SPC VA S     - 1,129,588.908 3,591,877.119   MT  0.99994793   +0 37 50.3
 GV5556;SPC VA S     - 3,705,992.94 11,784,350.18   sFT  0.99994793   +0 37 50.3
 GV5556;UTM  18      - 4,152,798.452   282,449.840   MT  1.00018301   -1 29 54.9
 GV5556
 GV5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5556!SPC VA S     -   0.99999704  x   0.99994793  =   0.99994497
 GV5556!UTM  18      -   0.99999704  x   1.00018301  =   1.00018005
 GV5556
 GV5556|---------------------------------------------------------------------|
 GV5556| PID    Reference Object                     Distance      Geod. Az  |
 GV5556|                                                           dddmmss.s |
 GV5556| GV5557 110 C OF R 1972                     244.860 METERS 20913     |
 GV5556| GV5561 107 C OF R 1972                     APPROX. 0.6 KM 3083309.4 |
 GV5556|---------------------------------------------------------------------|
 GV5556
 GV5556                          SUPERSEDED SURVEY CONTROL
 GV5556
 GV5556  NAD 83(1993)-  37 29 47.41542(N)    077 27 39.37854(W) AD(       ) 2
 GV5556  NAD 83(1986)-  37 29 47.42175(N)    077 27 39.39558(W) AD(       ) 2
 GV5556  NAD 27      -  37 29 46.89221(N)    077 27 40.45165(W) AD(       ) 2
 GV5556  NGVD 29 (07/19/86)   52.24   (m)          171.4    (f) LEVELING    3  
 GV5556
 GV5556.Superseded values are not recommended for survey control.
 GV5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5556.See file dsdata.txt to determine how the superseded data were derived.
 GV5556
 GV5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8245052798(NAD 83)
 GV5556_MARKER: Z = SEE DESCRIPTION
 GV5556_SETTING: 0 = UNSPECIFIED SETTING
 GV5556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5556
 GV5556  HISTORY     - Date     Condition        Report By
 GV5556  HISTORY     - 1972     MONUMENTED       VA2060
 GV5556  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5556  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5556  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5556
 GV5556                          STATION DESCRIPTION
 GV5556
 GV5556'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5556'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5556'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5556'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5556'MILES TO INTERSECTION WITH HOPKINS RD., THENCE NORTH ON
 GV5556'HOPKINS RD. 1.90 MILES TO POINT NO. 109.
 GV5556'
 GV5556'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5556'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5556'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5556'ABOUT 6 INCHES BELOW GROUND.
 GV5556'
 GV5556'23.4 FEET S.W. OF C/L OF MCGUIRE DR., 23.0 FEET N.W. OF C/L OF
 GV5556'HOPKINS RD., 3.3 FEET N. OF VEPCO POLE NO. WM85, 43.82 FEET N.E.
 GV5556'CORNER OF 1 STORY BRICK HOUSE.
 GV5556'
 GV5556'NEAREST TOWN--RICHMOND.
 GV5556
 GV5556                          STATION RECOVERY (1995)
 GV5556
 GV5556'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5556'MARK NOT FOUND.
 GV5556
 GV5556                          STATION RECOVERY (1999)
 GV5556
 GV5556'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5556'MARK NOT FOUND.
 GV5556
 GV5556                          STATION RECOVERY (2004)
 GV5556
 GV5556'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0973 ***********************************************************************
 GW0973  DESIGNATION -  1091.7
 GW0973  PID         -  GW0973
 GW0973  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0973  USGS QUAD   -  GOSHEN (1983)
 GW0973
 GW0973                         *CURRENT SURVEY CONTROL
 GW0973  ___________________________________________________________________
 GW0973* NAD 83(1986)-  37 53 53.     (N)    079 24 20.     (W)     SCALED    
 GW0973* NAVD 88     -       332.622  (meters)    1091.28   (feet)  ADJUSTED  
 GW0973  ___________________________________________________________________
 GW0973  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW0973  DYNAMIC HT  -         332.367 (meters)    1090.44  (feet)  COMP
 GW0973  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 GW0973
 GW0973  VERT ORDER  -  SECOND    CLASS 0
 GW0973
 GW0973.The horizontal coordinates were scaled from a topographic map and have
 GW0973.an estimated accuracy of +/- 6 seconds.
 GW0973
 GW0973.The orthometric height was determined by differential leveling
 GW0973.and adjusted by the National Geodetic Survey in June 1991..
 GW0973
 GW0973.The geoid height was determined by GEOID03.
 GW0973
 GW0973.The dynamic height is computed by dividing the NAVD 88
 GW0973.geopotential number by the normal gravity value computed on the
 GW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0973.degrees latitude (g = 980.6199 gals.).
 GW0973
 GW0973.The modeled gravity was interpolated from observed gravity values.
 GW0973
 GW0973;                    North         East    Units  Estimated Accuracy
 GW0973;SPC VA S     - 1,174,030.    3,420,360.      MT  (+/- 180 meters Scaled)
 GW0973
 GW0973                          SUPERSEDED SURVEY CONTROL
 GW0973
 GW0973  NGVD 29 (??/??/92)  332.794  (m)         1091.84   (f) ADJ UNCH    2 0
 GW0973
 GW0973.Superseded values are not recommended for survey control.
 GW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0973.See file dsdata.txt to determine how the superseded data were derived.
 GW0973
 GW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB401957(NAD 83)
 GW0973_MARKER: Q = CHISELED SQUARE
 GW0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0973_SP_SET: BRIDGE
 GW0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0973
 GW0973  HISTORY     - Date     Condition        Report By
 GW0973  HISTORY     - UNK      MONUMENTED       USGS
 GW0973  HISTORY     - 1935     GOOD             NGS
 GW0973
 GW0973                          STATION DESCRIPTION
 GW0973
 GW0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0973'AT ROCKBRIDGE BATHS.
 GW0973'AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, AT A STEEL BRIDGE OVER
 GW0973'HAYS CREEK, AND ON THE TOP OF THE NORTHWEST STONE ABUTMENT.  A
 GW0973'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1120 ***********************************************************************
 HW1120  DESIGNATION -  1098.3
 HW1120  PID         -  HW1120
 HW1120  STATE/COUNTY-  VA/AUGUSTA
 HW1120  USGS QUAD   -  FORT DEFIANCE (1984)
 HW1120
 HW1120                         *CURRENT SURVEY CONTROL
 HW1120  ___________________________________________________________________
 HW1120* NAD 83(1986)-  38 14 26.     (N)    078 52 52.     (W)     SCALED    
 HW1120* NAVD 88     -       334.853  (meters)    1098.60   (feet)  ADJUSTED  
 HW1120  ___________________________________________________________________
 HW1120  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1120  DYNAMIC HT  -         334.608 (meters)    1097.79  (feet)  COMP
 HW1120  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 HW1120
 HW1120  VERT ORDER  -  SECOND    CLASS 0
 HW1120
 HW1120.The horizontal coordinates were scaled from a topographic map and have
 HW1120.an estimated accuracy of +/- 6 seconds.
 HW1120
 HW1120.The orthometric height was determined by differential leveling
 HW1120.and adjusted by the National Geodetic Survey in June 1991..
 HW1120
 HW1120.The geoid height was determined by GEOID03.
 HW1120
 HW1120.The dynamic height is computed by dividing the NAVD 88
 HW1120.geopotential number by the normal gravity value computed on the
 HW1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1120.degrees latitude (g = 980.6199 gals.).
 HW1120
 HW1120.The modeled gravity was interpolated from observed gravity values.
 HW1120
 HW1120;                    North         East    Units  Estimated Accuracy
 HW1120;SPC VA N     - 2,063,770.    3,466,640.      MT  (+/- 180 meters Scaled)
 HW1120
 HW1120                          SUPERSEDED SURVEY CONTROL
 HW1120
 HW1120  NGVD 29 (??/??/92)  335.000  (m)         1099.08   (f) ADJ UNCH    2 0
 HW1120
 HW1120.Superseded values are not recommended for survey control.
 HW1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1120.See file dsdata.txt to determine how the superseded data were derived.
 HW1120
 HW1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC854346(NAD 83)
 HW1120_MARKER: Q = CHISELED SQUARE
 HW1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1120_SP_SET: BRIDGE
 HW1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1120
 HW1120  HISTORY     - Date     Condition        Report By
 HW1120  HISTORY     - UNK      MONUMENTED       CGS
 HW1120  HISTORY     - 1966     GOOD             NGS
 HW1120  HISTORY     - 1975     GOOD             NGS
 HW1120
 HW1120                          STATION DESCRIPTION
 HW1120
 HW1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HW1120'4.8 MI E FROM MT SIDNEY.
 HW1120'4.8 MILES EAST ALONG COUNTY ROAD 775 FROM THE BALTIMORE AND
 HW1120'OHIO RAILROAD STATION AT MT. SIDNEY, AUGUSTA COUNTY, AT THE
 HW1120'SOUTH END OF A STEEL BRIDGE PAINTED B.M. 1098. 3 OVER MIDDLE
 HW1120'RIVER, AT THE BRIDGE SEAT, AND ON THE TOP OF THE SOUTHWEST
 HW1120'WING WALL.  A CHISELED SQUARE.
 HW1120
 HW1120                          STATION RECOVERY (1975)
 HW1120
 HW1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0718 ***********************************************************************
 HW0718  DESIGNATION -  1099.73
 HW0718  PID         -  HW0718
 HW0718  STATE/COUNTY-  VA/ROCKINGHAM
 HW0718  USGS QUAD   -  GROTTOES (1987)
 HW0718
 HW0718                         *CURRENT SURVEY CONTROL
 HW0718  ___________________________________________________________________
 HW0718* NAD 83(1986)-  38 17 21.     (N)    078 48 21.     (W)     SCALED    
 HW0718* NAVD 88     -       335.034  (meters)    1099.19   (feet)  ADJUSTED  
 HW0718  ___________________________________________________________________
 HW0718  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0718  DYNAMIC HT  -         334.788 (meters)    1098.38  (feet)  COMP
 HW0718  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 HW0718
 HW0718  VERT ORDER  -  SECOND    CLASS 0
 HW0718
 HW0718.The horizontal coordinates were scaled from a topographic map and have
 HW0718.an estimated accuracy of +/- 6 seconds.
 HW0718
 HW0718.The orthometric height was determined by differential leveling
 HW0718.and adjusted by the National Geodetic Survey in June 1991..
 HW0718
 HW0718.The geoid height was determined by GEOID03.
 HW0718
 HW0718.The dynamic height is computed by dividing the NAVD 88
 HW0718.geopotential number by the normal gravity value computed on the
 HW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0718.degrees latitude (g = 980.6199 gals.).
 HW0718
 HW0718.The modeled gravity was interpolated from observed gravity values.
 HW0718
 HW0718;                    North         East    Units  Estimated Accuracy
 HW0718;SPC VA N     - 2,069,140.    3,473,250.      MT  (+/- 180 meters Scaled)
 HW0718
 HW0718                          SUPERSEDED SURVEY CONTROL
 HW0718
 HW0718  NGVD 29 (??/??/92)  335.212  (m)         1099.77   (f) ADJ UNCH    2 0
 HW0718
 HW0718.Superseded values are not recommended for survey control.
 HW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0718.See file dsdata.txt to determine how the superseded data were derived.
 HW0718
 HW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC918401(NAD 83)
 HW0718_MARKER: Q = CHISELED SQUARE
 HW0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0718_SP_SET: CURB
 HW0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0718
 HW0718  HISTORY     - Date     Condition        Report By
 HW0718  HISTORY     - UNK      MONUMENTED       USGS
 HW0718  HISTORY     - 1935     GOOD             NGS
 HW0718  HISTORY     - 1942     GOOD             NGS
 HW0718  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 HW0718
 HW0718                          STATION DESCRIPTION
 HW0718
 HW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0718'AT PORT REPUBLIC.
 HW0718'AT PORT REPUBLIC, ROCKINGHAM COUNTY, ABOUT 165 FEET NORTHEAST
 HW0718'OF THE NORFOLK AND WESTERN RAILWAY STATION, AT THE SOUTHEAST ANGLE
 HW0718'OF A ROAD CROSSING, ON THE TOP OF THE NORTH END OF A CONCRETE
 HW0718'CURB, AND 4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.
 HW0718'A CHISELED SQUARE.
 HW0718
 HW0718                          STATION RECOVERY (1942)
 HW0718
 HW0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0718'RECOVERED IN GOOD CONDITION.
 HW0718
 HW0718                          STATION RECOVERY (1997)
 HW0718
 HW0718'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2953 ***********************************************************************
 HV2953  DESIGNATION -  11
 HV2953  PID         -  HV2953
 HV2953  STATE/COUNTY-  VA/KING GEORGE
 HV2953  USGS QUAD   -  DAHLGREN (1983)
 HV2953
 HV2953                         *CURRENT SURVEY CONTROL
 HV2953  ___________________________________________________________________
 HV2953* NAD 83(1986)-  38 19 16.     (N)    077 02 06.     (W)     SCALED    
 HV2953* NAVD 88     -         3.385  (meters)      11.11   (feet)  ADJUSTED  
 HV2953  ___________________________________________________________________
 HV2953  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HV2953  DYNAMIC HT  -           3.383 (meters)      11.10  (feet)  COMP
 HV2953  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 HV2953
 HV2953  VERT ORDER  -  FIRST     CLASS II
 HV2953
 HV2953.The horizontal coordinates were scaled from a topographic map and have
 HV2953.an estimated accuracy of +/- 6 seconds.
 HV2953
 HV2953.The orthometric height was determined by differential leveling
 HV2953.and adjusted by the National Geodetic Survey in June 1991..
 HV2953
 HV2953.The geoid height was determined by GEOID03.
 HV2953
 HV2953.The dynamic height is computed by dividing the NAVD 88
 HV2953.geopotential number by the normal gravity value computed on the
 HV2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2953.degrees latitude (g = 980.6199 gals.).
 HV2953
 HV2953.The modeled gravity was interpolated from observed gravity values.
 HV2953
 HV2953;                    North         East    Units  Estimated Accuracy
 HV2953;SPC VA N     - 2,073,660.    3,628,100.      MT  (+/- 180 meters Scaled)
 HV2953
 HV2953                          SUPERSEDED SURVEY CONTROL
 HV2953
 HV2953  NGVD 29 (05/17/90)    3.622  (m)           11.88   (f) ADJUSTED    1 2
 HV2953
 HV2953.Superseded values are not recommended for survey control.
 HV2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2953.See file dsdata.txt to determine how the superseded data were derived.
 HV2953
 HV2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH221434(NAD 83)
 HV2953_MARKER: DD = SURVEY DISK
 HV2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2953_SP_SET: CONCRETE POST
 HV2953_STAMPING: 11
 HV2953_MARK LOGO: USN   
 HV2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2953+STABILITY: SURFACE MOTION
 HV2953
 HV2953  HISTORY     - Date     Condition        Report By
 HV2953  HISTORY     - UNK      MONUMENTED       DOD
 HV2953  HISTORY     - 1971     GOOD             NGS
 HV2953  HISTORY     - 1987     GOOD             NGS
 HV2953  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV2953  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV2953
 HV2953                          STATION DESCRIPTION
 HV2953
 HV2953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2953'1 MI SE FROM DAHLGREN.
 HV2953'ABOUT 0.45 MILES SOUTHEAST ALONG DAHLGREN ROAD FROM THE POST
 HV2953'OFFICE AT MAIN ENTRANCE TO THE U.S. NAVAL PROVING GROUNDS,
 HV2953'THENCE 0.6 MILE SOUTHEAST ALONG WELSH ROAD, 228 FEET EAST OF THE
 HV2953'CENTER LINE OF WELSH ROAD, 304.5 FEET NORTH OF A CHAIN LINK
 HV2953'FENCE ALONG THE NORTH SIDE OF TISDALE ROAD, 54 FEET SOUTHWEST
 HV2953'OF A 24 INCH OAK TREE, 47 FEET WEST OF A 12 INCH CEDAR TREE,
 HV2953'23 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A STEEL MANHOLE
 HV2953'COVER, ABOUT 400 FEET NORTHEAST OF BENCH MARK U 460 DESCRIBED,
 HV2953'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV2953
 HV2953                          STATION RECOVERY (1987)
 HV2953
 HV2953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2953'RECOVERED IN GOOD CONDITION.
 HV2953
 HV2953                          STATION RECOVERY (1998)
 HV2953
 HV2953'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2953'MARK NOT FOUND.
 HV2953
 HV2953                          STATION RECOVERY (2003)
 HV2953
 HV2953'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5599 ***********************************************************************
 GV5599  DESIGNATION -  11
 GV5599  PID         -  GV5599
 GV5599  STATE/COUNTY-  VA/C OF RICHMOND
 GV5599  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5599
 GV5599                         *CURRENT SURVEY CONTROL
 GV5599  ___________________________________________________________________
 GV5599* NAD 83(1993)-  37 27 51.32629(N)    077 29 18.54647(W)     ADJUSTED  
 GV5599* NAVD 88     -        58.82   (+/-2cm)     193.0    (feet)  VERTCON   
 GV5599  ___________________________________________________________________
 GV5599  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5599  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5599
 GV5599  HORZ ORDER  -  SECOND
 GV5599  VERT ORDER  -  THIRD ? (See Below)
 GV5599
 GV5599.The horizontal coordinates were established by classical geodetic methods
 GV5599.and adjusted by the National Geodetic Survey in September 1995..
 GV5599
 GV5599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5599.The vertical order pertains to the NGVD 29 superseded value.
 GV5599
 GV5599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5599
 GV5599.The geoid height was determined by GEOID03.
 GV5599
 GV5599;                    North         East     Units Scale Factor Converg.
 GV5599;SPC VA S     - 1,125,983.863 3,589,479.797   MT  0.99994682   +0 36 50.1
 GV5599;SPC VA S     - 3,694,165.39 11,776,484.97   sFT  0.99994682   +0 36 50.1
 GV5599;UTM  18      - 4,149,284.090   279,919.652   MT  1.00019665   -1 30 51.4
 GV5599
 GV5599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5599!SPC VA S     -   0.99999596  x   0.99994682  =   0.99994278
 GV5599!UTM  18      -   0.99999596  x   1.00019665  =   1.00019261
 GV5599
 GV5599|---------------------------------------------------------------------|
 GV5599| PID    Reference Object                     Distance      Geod. Az  |
 GV5599|                                                           dddmmss.s |
 GV5599| GV5594 12                                  298.307 METERS 15612     |
 GV5599| DC5479 11 RM                                21.133 METERS 22718     |
 GV5599| GV5600 10                                  218.713 METERS 34640     |
 GV5599|---------------------------------------------------------------------|
 GV5599
 GV5599                          SUPERSEDED SURVEY CONTROL
 GV5599
 GV5599  NAD 83(1993)-  37 27 51.32624(N)    077 29 18.54635(W) AD(       ) 2
 GV5599  NAD 83(1986)-  37 27 51.33246(N)    077 29 18.56337(W) AD(       ) 2
 GV5599  NAD 27      -  37 27 50.80004(N)    077 29 19.61426(W) AD(       ) 2
 GV5599  NGVD 29 (07/19/86)   59.13   (m)          194.0    (f) LEVELING    3  
 GV5599
 GV5599.Superseded values are not recommended for survey control.
 GV5599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5599.See file dsdata.txt to determine how the superseded data were derived.
 GV5599
 GV5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7992049284(NAD 83)
 GV5599_MARKER: Z = SEE DESCRIPTION
 GV5599_SETTING: 0 = UNSPECIFIED SETTING
 GV5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5599+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5599
 GV5599  HISTORY     - Date     Condition        Report By
 GV5599  HISTORY     - 1972     MONUMENTED       VA2060
 GV5599  HISTORY     - 19951221 GOOD             USPSQD
 GV5599  HISTORY     - 19991023 GOOD             USPSQD
 GV5599  HISTORY     - 20031120 GOOD             USPSQD
 GV5599  HISTORY     - 20051205 GOOD             USPSQD
 GV5599
 GV5599                          STATION DESCRIPTION
 GV5599
 GV5599'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5599'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5599'ON U. S. ROUTE 1 0.050 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5599'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.55 MILE TO POINT NO 11.
 GV5599'
 GV5599'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5599'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5599'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5599'10 INCH BELOW GROUND.
 GV5599'
 GV5599'69.0 FEET N. OF C/L BROOKBURY BLVD., 37.0 FEET W. OF C/L RT. 10, 19.4
 GV5599'FEET E. OF VEPCO POLE NO GE53.
 GV5599'
 GV5599'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5599'CENTER OF PIN, SET FLUSH TO GROUND.  41.2 FEET N. OF C/L BROOKBURY
 GV5599'BLVD., 22.7 FEET W. OF CTR. OF FIRE HYDRANT, 50.9 FEET S. W. OF
 GV5599'VEPCO POLE NO GE53.
 GV5599'
 GV5599'DISTANCE BETWEEN PT. 11 AND R. M. IS 69.33 FT., 21.133 M.
 GV5599'
 GV5599'NEAREST TOWN--RICHMOND.
 GV5599
 GV5599                          STATION RECOVERY (1995)
 GV5599
 GV5599'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5599'RECOVERED IN GOOD CONDITION.
 GV5599
 GV5599                          STATION RECOVERY (1999)
 GV5599
 GV5599'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5599'RECOVERED IN GOOD CONDITION.
 GV5599
 GV5599                          STATION RECOVERY (2003)
 GV5599
 GV5599'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5599'RECOVERED IN GOOD CONDITION.
 GV5599
 GV5599                          STATION RECOVERY (2005)
 GV5599
 GV5599'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8295 ***********************************************************************
 HV8295  DESIGNATION -  11 MAT 236
 HV8295  PID         -  HV8295
 HV8295  STATE/COUNTY-  VA/FAIRFAX
 HV8295  USGS QUAD   -  MANASSAS (1994)
 HV8295
 HV8295                         *CURRENT SURVEY CONTROL
 HV8295  ___________________________________________________________________
 HV8295* NAD 83(1993)-  38 52 17.01976(N)    077 29 39.07047(W)     ADJUSTED  
 HV8295* NAVD 88     -        71.66   (+/-2cm)     235.1    (feet)  VERTCON   
 HV8295  ___________________________________________________________________
 HV8295  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 HV8295  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV8295
 HV8295  HORZ ORDER  -  SECOND
 HV8295  VERT ORDER  -  THIRD ? (See Below)
 HV8295
 HV8295.The horizontal coordinates were established by classical geodetic methods
 HV8295.and adjusted by the National Geodetic Survey in November 1994..
 HV8295
 HV8295.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8295.The vertical order pertains to the NGVD 29 superseded value.
 HV8295
 HV8295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8295
 HV8295.The geoid height was determined by GEOID03.
 HV8295
 HV8295;                    North         East     Units Scale Factor Converg.
 HV8295;SPC VA N     - 2,134,202.828 3,587,282.140   MT  0.99995818   +0 37 39.9
 HV8295;SPC VA N     - 7,001,963.78 11,769,274.82   sFT  0.99995818   +0 37 39.9
 HV8295;UTM  18      - 4,305,461.980   283,618.951   MT  1.00017658   -1 33 57.2
 HV8295
 HV8295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8295!SPC VA N     -   0.99999376  x   0.99995818  =   0.99995194
 HV8295!UTM  18      -   0.99999376  x   1.00017658  =   1.00017034
 HV8295
 HV8295                          SUPERSEDED SURVEY CONTROL
 HV8295
 HV8295  NAD 83(1993)-  38 52 17.01992(N)    077 29 39.07676(W) AD(       ) 2
 HV8295  NAD 83(1986)-  38 52 17.01908(N)    077 29 39.08365(W) AD(       ) 2
 HV8295  NGVD 29 (01/12/90)   71.89   (m)          235.9    (f) LEVELING    3  
 HV8295
 HV8295.Superseded values are not recommended for survey control.
 HV8295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8295.See file dsdata.txt to determine how the superseded data were derived.
 HV8295
 HV8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8361905462(NAD 83)
 HV8295_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV8295_SETTING: 66 = SET IN ROCK OUTCROP
 HV8295_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 HV8295_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV8295+STABILITY: POSITION/ELEVATION WELL
 HV8295
 HV8295  HISTORY     - Date     Condition        Report By
 HV8295  HISTORY     - UNK      MONUMENTED       CGS
 HV8295  HISTORY     - 1975     GOOD             VA-059
 HV8295  HISTORY     - 20000406 MARK NOT FOUND   GEOMET
 HV8295  HISTORY     - 20010314 MARK NOT FOUND   DEWDAV
 HV8295
 HV8295                          STATION DESCRIPTION
 HV8295
 HV8295'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8295'THE BENCH MARK WAS FOUND ON THE ELKLICK BRIDGE IN GOOD CONDITION. SEE
 HV8295'FAIRFAX COUNTY TAX MAP 43-3, REVISED TO 1-1-76.
 HV8295'
 HV8295'TO REACH THE STATION FROM SCHNEIDER CROSSROADS, 0.8 MILES S W OF,
 HV8295'ALONG PLEASANT VALLEY ROAD (SECONDARY STATE ROAD 609) AT BRIDGE OVER
 HV8295'ELKLICK RUN IN N.W. STONE ABUTMENT, STANDARD TABLET STAMPED---11 MAT
 HV8295'1964 236---.
 HV8295
 HV8295                          STATION RECOVERY (2000)
 HV8295
 HV8295'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (HLB)
 HV8295'NOT FOUND.
 HV8295
 HV8295                          STATION RECOVERY (2001)
 HV8295
 HV8295'RECOVERY NOTE BY DEWBERRY DAVIS 2001 (CSW)
 HV8295'MARK HAS BEEN DESTROYED - NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7070 ***********************************************************************
 HV7070  DESIGNATION -  11 NPG 1954
 HV7070  PID         -  HV7070
 HV7070  STATE/COUNTY-  VA/WESTMORELAND
 HV7070  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7070
 HV7070                         *CURRENT SURVEY CONTROL
 HV7070  ___________________________________________________________________
 HV7070* NAD 83(1993)-  38 15 23.67624(N)    076 57 42.84191(W)     ADJUSTED  
 HV7070* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV7070  ___________________________________________________________________
 HV7070  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HV7070  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV7070
 HV7070  HORZ ORDER  -  SECOND
 HV7070
 HV7070.The horizontal coordinates were established by classical geodetic methods
 HV7070.and adjusted by the National Geodetic Survey in November 1994..
 HV7070
 HV7070.The orthometric height was scaled from a topographic map.
 HV7070
 HV7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7070
 HV7070.The geoid height was determined by GEOID03.
 HV7070
 HV7070;                    North         East     Units Scale Factor Converg.
 HV7070;SPC VA N     - 2,066,606.377 3,634,612.428   MT  0.99996811   +0 57 35.8
 HV7070;SPC VA N     - 6,780,191.09 11,924,557.61   sFT  0.99996811   +0 57 35.8
 HV7070;SPC MD       -    65,483.473   403,334.703   MT  1.00000784   +0 01 26.1
 HV7070;SPC MD       -   214,840.36  1,323,273.94   sFT  1.00000784   +0 01 26.1
 HV7070;UTM  18      - 4,236,103.475   328,344.337   MT  0.99996290   -1 12 54.3
 HV7070
 HV7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7070!SPC VA N     -   1.00000514  x   0.99996811  =   0.99997325
 HV7070!SPC MD       -   1.00000514  x   1.00000784  =   1.00001298
 HV7070!UTM  18      -   1.00000514  x   0.99996290  =   0.99996804
 HV7070
 HV7070                          SUPERSEDED SURVEY CONTROL
 HV7070
 HV7070  NAD 83(1993)-  38 15 23.67613(N)    076 57 42.84786(W) AD(       ) 2
 HV7070  NAD 83(1986)-  38 15 23.67641(N)    076 57 42.85698(W) AD(       ) 2
 HV7070  NAD 27      -  38 15 23.21400(N)    076 57 43.95400(W) AD(       ) 2
 HV7070
 HV7070.Superseded values are not recommended for survey control.
 HV7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7070.See file dsdata.txt to determine how the superseded data were derived.
 HV7070
 HV7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2834436103(NAD 83)
 HV7070_MARKER: Z = SEE DESCRIPTION
 HV7070_SETTING: 0 = UNSPECIFIED SETTING
 HV7070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7070+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7070
 HV7070  HISTORY     - Date     Condition        Report By
 HV7070  HISTORY     - 1954     MONUMENTED       CGS
 HV7070  HISTORY     - 19981121 GOOD             USPSQD
 HV7070  HISTORY     - 20030318 GOOD             USPSQD
 HV7070  HISTORY     - 20051115 GOOD             USPSQD
 HV7070
 HV7070                          STATION DESCRIPTION
 HV7070
 HV7070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7070'THE STATION IS LOCATED IN THE NORTH SECTION OF COLONIAL BEACH ON
 HV7070'THE SOUTH BANK OF THE POTOMAC RIVER.  IT IS LOCATED IN THE SMALL
 HV7070'BUILDING KNOWN AS RANGE STATION NO. 11.  THE MARK IS A 3 INCH IRON
 HV7070'PIPE WHICH PROJECTS ABOUT 4 FEET ABOVE THE FLOOR AND HAS
 HV7070'INSTRUMENT THREADS MOUNTED ON TOP.
 HV7070'
 HV7070'A TRAVERSE CONNECTION WAS MADE FROM STATION NPG 11 OFFSET TO THE
 HV7070'TOP AND CENTER OF THE PIPE.  THE DISTANCE IS 26.348 METERS OR
 HV7070'86.44 FEET.
 HV7070'
 HV7070'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 205 AND 205 Y IN
 HV7070'COLONIAL BEACH, GO EAST ON HIGHWAY 205 Y FOR 0.5 MILE TO
 HV7070'INTERSECTION OF STATE HIGHWAY 1102.  TURN LEFT ON HIGHWAY 1102
 HV7070'(NORTH) FOR 0.15 MILE TO CROSSROADS.  HERE TURN RIGHT (EAST) FOR
 HV7070'0.1 MILE TO THE END OF THE ROAD AND THE STATION.
 HV7070'
 HV7070'A TRAVERSE CONNECTION WAS MADE FROM ADMIRAL II (B OF O) TO TOP
 HV7070'CENTER OF THE PIPE.  THE DISTANCE IS 50.316 METERS OR 165.09 FEET.
 HV7070
 HV7070                          STATION RECOVERY (1998)
 HV7070
 HV7070'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7070'RECOVERED IN GOOD CONDITION.
 HV7070
 HV7070                          STATION RECOVERY (2003)
 HV7070
 HV7070'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7070'RECOVERED IN GOOD CONDITION.
 HV7070
 HV7070                          STATION RECOVERY (2005)
 HV7070
 HV7070'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7071 ***********************************************************************
 HV7071  DESIGNATION -  11 OFFSET
 HV7071  PID         -  HV7071
 HV7071  STATE/COUNTY-  VA/WESTMORELAND
 HV7071  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7071
 HV7071                         *CURRENT SURVEY CONTROL
 HV7071  ___________________________________________________________________
 HV7071* NAD 83(1993)-  38 15 23.18351(N)    076 57 43.72735(W)     ADJUSTED  
 HV7071* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV7071  ___________________________________________________________________
 HV7071  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HV7071  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV7071
 HV7071  HORZ ORDER  -  FIRST
 HV7071
 HV7071.The horizontal coordinates were established by classical geodetic methods
 HV7071.and adjusted by the National Geodetic Survey in November 1994..
 HV7071
 HV7071.The orthometric height was scaled from a topographic map.
 HV7071
 HV7071.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7071
 HV7071.The geoid height was determined by GEOID03.
 HV7071
 HV7071;                    North         East     Units Scale Factor Converg.
 HV7071;SPC VA N     - 2,066,590.826 3,634,591.158   MT  0.99996812   +0 57 35.3
 HV7071;SPC VA N     - 6,780,140.07 11,924,487.82   sFT  0.99996812   +0 57 35.3
 HV7071;SPC MD       -    65,468.272   403,313.182   MT  1.00000786   +0 01 25.5
 HV7071;SPC MD       -   214,790.49  1,323,203.33   sFT  1.00000786   +0 01 25.5
 HV7071;UTM  18      - 4,236,088.743   328,322.493   MT  0.99996299   -1 12 54.8
 HV7071
 HV7071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7071!SPC VA N     -   1.00000514  x   0.99996812  =   0.99997326
 HV7071!SPC MD       -   1.00000514  x   1.00000786  =   1.00001300
 HV7071!UTM  18      -   1.00000514  x   0.99996299  =   0.99996813
 HV7071
 HV7071|---------------------------------------------------------------------|
 HV7071| PID    Reference Object                     Distance      Geod. Az  |
 HV7071|                                                           dddmmss.s |
 HV7071| CX2004 11 OFFSET RM 1                       21.052 METERS 02904     |
 HV7071| HV7066 ADMIRAL 11                           44.102 METERS 14208     |
 HV7071| CX2003 11 OFFSET AZ MK                                    2723302.4 |
 HV7071| CX2005 11 OFFSET RM 2                       30.561 METERS 28044     |
 HV7071| HV7075 9 OFFSET                            APPROX. 1.2 KM 3202002.5 |
 HV7071|---------------------------------------------------------------------|
 HV7071
 HV7071                          SUPERSEDED SURVEY CONTROL
 HV7071
 HV7071  NAD 83(1993)-  38 15 23.18339(N)    076 57 43.73330(W) AD(       ) 1
 HV7071  NAD 83(1986)-  38 15 23.18372(N)    076 57 43.74255(W) AD(       ) 1
 HV7071  NAD 27      -  38 15 22.72100(N)    076 57 44.83900(W) AD(       ) 1
 HV7071
 HV7071.Superseded values are not recommended for survey control.
 HV7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7071.See file dsdata.txt to determine how the superseded data were derived.
 HV7071
 HV7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2832236089(NAD 83)
 HV7071_MARKER: DS = TRIANGULATION STATION DISK
 HV7071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7071
 HV7071  HISTORY     - Date     Condition        Report By
 HV7071  HISTORY     - 1954     MONUMENTED       CGS
 HV7071  HISTORY     - 1958     GOOD             CGS
 HV7071  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV7071  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7071
 HV7071                          STATION DESCRIPTION
 HV7071
 HV7071'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7071'STATION IS LOCATED IN THE NORTH SECTION OF COLONIAL BEACH ON THE
 HV7071'SOUTH BANK OF THE POTOMAC RIVER.  IT IS 72 FEET SOUTHWEST OF THE
 HV7071'SOUTHWEST CORNER OF A FENCE AROUND A RANGE STATION, 51 FEET WEST
 HV7071'OF THE WEST EDGE OF A SIDE WALK, AND 40 FEET SOUTH OF THE
 HV7071'APPROXIMATE CENTER OF A PAVED ROAD.  THE MARK PROJECTS 2 INCHES
 HV7071'AND THE DISK IS STAMPED NPG 11 OFFSET 1954.
 HV7071'
 HV7071'REFERENCE MARK NO. 1 IS 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HV7071'OF A HOUSE, 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE
 HV7071'AROUND THE RANGE STATION, AND 20 FEET NORTH OF THE APPROXIMATE
 HV7071'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK
 HV7071'IS STAMPED NPG 11 OFFSET NO 1 1954.
 HV7071'
 HV7071'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE APPROXIMATE
 HV7071'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE
 HV7071'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED NPG 11
 HV7071'OFFSET NO 2 1954.
 HV7071'
 HV7071'TRANSIT PEDESTAL, RANGE STATION NO. 11 IS A THREE INCH PIPE, USED
 HV7071'AS A INSTRUMENT STAND, AND LOCATED IN THE RANGE STATION BUILDING.
 HV7071'
 HV7071'ADMIRAL II (B OF0) 1918 IS USED AS A REFERENCE MARK.  IT IS 32
 HV7071'FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 3 FEET EAST OF
 HV7071'THE WEST EDGE OF THE SIDEWALK.  THE MARK IS A STANDARD BUREAU OF
 HV7071'ORDNANCE DISK SET IN A DRILL HOLE IN THE SIDEWALK, AND IS STAMPED
 HV7071'NO II ADMIRAL.
 HV7071'
 HV7071'AZIMUTH MARK IS 18 FEET WEST OF THE APPROXIMATE CENTERLINE STATE
 HV7071'HIGHWAY NO. 1102 AND 14 FEET SOUTH OF THE CENTER OF A PAVED ROAD.
 HV7071'THE DISK IS SET IN A DRILLHOLE IN A SIDEWALK AND IS STAMPED NPG 11
 HV7071'OFFSET 1954.
 HV7071'
 HV7071'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 205 AND 205Y IN
 HV7071'COLONIAL BEACH, GO EAST ON 205Y FOR 0.5 MILE INTERSECTION OF STATE
 HV7071'HIGHWAY NO. 1102.  TURN LEFT ON HIGHWAY 1102 AND GO NORTH FOR 0.15
 HV7071'MILE TO CROSSROADS, AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 HV7071'AND GO EAST FOR 0.1 MILE TO END OF ROAD AND STATION AS DESCRIBED.
 HV7071'
 HV7071'A TRAVERSE CONNECTION WAS MADE FROM TRANSIT PEDESTAL RANGE STATION
 HV7071'NO. 11 TO NO II ADMIRAL AND THE DISTANCE IS 50.316 METERS OR
 HV7071'165.09 FEET.
 HV7071'
 HV7071'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV7071
 HV7071                          STATION RECOVERY (1958)
 HV7071
 HV7071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV7071'THE STATION MARK, REFERENCE MARKS (INCLUSIVE OF ADMIRAL II B. OF
 HV7071'O. 1918) AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 HV7071
 HV7071                          STATION RECOVERY (1998)
 HV7071
 HV7071'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7071'MARK NOT FOUND.
 HV7071
 HV7071                          STATION RECOVERY (2003)
 HV7071
 HV7071'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7071'A HOUSE HAS BEEN BUILT OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1270 ***********************************************************************
 GW1270  DESIGNATION -  11 USGS
 GW1270  PID         -  GW1270
 GW1270  STATE/COUNTY-  VA/CAMPBELL
 GW1270  USGS QUAD   -  CITY FARM (1985)
 GW1270
 GW1270                         *CURRENT SURVEY CONTROL
 GW1270  ___________________________________________________________________
 GW1270* NAD 83(1993)-  37 15 11.57869(N)    079 11 12.76708(W)     ADJUSTED  
 GW1270* NAVD 88     -       285.303  (meters)     936.03   (feet)  ADJUSTED  
 GW1270  ___________________________________________________________________
 GW1270  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 GW1270  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GW1270  DYNAMIC HT  -         285.085 (meters)     935.32  (feet)  COMP
 GW1270  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GW1270
 GW1270  HORZ ORDER  -  SECOND
 GW1270  VERT ORDER  -  FIRST     CLASS II
 GW1270
 GW1270.The horizontal coordinates were established by classical geodetic methods
 GW1270.and adjusted by the National Geodetic Survey in September 1995..
 GW1270
 GW1270.The orthometric height was determined by differential leveling
 GW1270.and adjusted by the National Geodetic Survey in June 1991..
 GW1270.WARNING-Repeat measurements at this control monument indicate possible
 GW1270.vertical movement.
 GW1270
 GW1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1270
 GW1270.The geoid height was determined by GEOID03.
 GW1270
 GW1270.The dynamic height is computed by dividing the NAVD 88
 GW1270.geopotential number by the normal gravity value computed on the
 GW1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1270.degrees latitude (g = 980.6199 gals.).
 GW1270
 GW1270.The modeled gravity was interpolated from observed gravity values.
 GW1270
 GW1270;                    North         East     Units Scale Factor Converg.
 GW1270;SPC VA S     - 1,102,305.167 3,439,066.772   MT  0.99994738   -0 25 00.8
 GW1270;SPC VA S     - 3,616,479.54 11,283,004.90   sFT  0.99994738   -0 25 00.8
 GW1270;UTM  17      - 4,124,503.459   660,795.010   MT  0.99991850   +1 05 52.0
 GW1270
 GW1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1270!SPC VA S     -   0.99996020  x   0.99994738  =   0.99990758
 GW1270!UTM  17      -   0.99996020  x   0.99991850  =   0.99987871
 GW1270
 GW1270                          SUPERSEDED SURVEY CONTROL
 GW1270
 GW1270  NAD 83(1993)-  37 15 11.57937(N)    079 11 12.76778(W) AD(       ) 2
 GW1270  NAD 83(1986)-  37 15 11.58806(N)    079 11 12.78163(W) AD(       ) 2
 GW1270  NAD 27      -  37 15 11.06563(N)    079 11 13.70027(W) AD(       ) 2
 GW1270  NGVD 29 (03/05/92)  285.539  (m)          936.81   (f) ADJUSTED    1 2
 GW1270
 GW1270.Superseded values are not recommended for survey control.
 GW1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1270.See file dsdata.txt to determine how the superseded data were derived.
 GW1270
 GW1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6079524503(NAD 83)
 GW1270_MARKER: DD = SURVEY DISK
 GW1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1270_SP_SET: CULVERT
 GW1270_STAMPING: 11 RAK 1962 ELEV 937 FT
 GW1270_MARK LOGO: USGS  
 GW1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1270
 GW1270  HISTORY     - Date     Condition        Report By
 GW1270  HISTORY     - 1964     MONUMENTED       USGS
 GW1270  HISTORY     - 1964     GOOD             NGS
 GW1270  HISTORY     - 1983     GOOD             NGS
 GW1270  HISTORY     - 1987     GOOD             USPSQD
 GW1270  HISTORY     - 1991     GOOD             USPSQD
 GW1270
 GW1270                          STATION DESCRIPTION
 GW1270
 GW1270'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GW1270'THE STATION IS LOCATED 12 MILES SOUTH OF LYNCHBURG AT THE
 GW1270'JUNCTION OF U.S. HIGHWAY 29 AND STATE HIGHWAY 24 WEST.
 GW1270'
 GW1270'BENCH MARK 11 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 11
 GW1270'RAK 1962 ELEV 937 FT, CEMENTED IN A DRILL HOLE IN THE TOP OF
 GW1270'CULVERT IN THE WEST END 4 FEET LOWER THAN THE HIGHWAY.  IT
 GW1270'IS 80 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 24 WEST,
 GW1270'48 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 29 AND 7 FEET
 GW1270'SOUTHEAST OF A LARGE ELM TREE.
 GW1270
 GW1270                          STATION RECOVERY (1964)
 GW1270
 GW1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1270'12.4 MI NE FROM ALTAVISTA.
 GW1270'ABOUT 12.4 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1270'OFFICE IN ALTAVISTA TO THE MARK SET IN THE WEST END OF A CULVERT,
 GW1270'80 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 24 WEST, 48
 GW1270'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 29, 16.15 FEET
 GW1270'NORTHWEST OF STATION MARK RUST, 7 FEET SOUTHEAST OF A LARGE ELM
 GW1270'TREE AND IS ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 GW1270
 GW1270                          STATION RECOVERY (1983)
 GW1270
 GW1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1270'RECOVERED IN GOOD CONDITION.
 GW1270
 GW1270                          STATION RECOVERY (1987)
 GW1270
 GW1270'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 GW1270'RECOVERED IN GOOD CONDITION.
 GW1270
 GW1270                          STATION RECOVERY (1991)
 GW1270
 GW1270'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARL)
 GW1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6018 ***********************************************************************
 GV6018  DESIGNATION -  110
 GV6018  PID         -  GV6018
 GV6018  STATE/COUNTY-  VA/YORK
 GV6018  USGS QUAD   -  POQUOSON WEST (1983)
 GV6018
 GV6018                         *CURRENT SURVEY CONTROL
 GV6018  ___________________________________________________________________
 GV6018* NAD 83(1993)-  37 07 35.84221(N)    076 26 42.34110(W)     ADJUSTED  
 GV6018* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 GV6018  ___________________________________________________________________
 GV6018  X           -   1,193,331.550 (meters)                     COMP
 GV6018  Y           -  -4,949,683.360 (meters)                     COMP
 GV6018  Z           -   3,828,591.095 (meters)                     COMP
 GV6018  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 GV6018  ELLIP HEIGHT-         -25.68  (meters)          (06/04/02) GPS OBS
 GV6018  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 GV6018
 GV6018  HORZ ORDER  -  SECOND
 GV6018  ELLP ORDER  -  FOURTH    CLASS II
 GV6018
 GV6018.The horizontal coordinates were established by GPS observations
 GV6018.and adjusted by the National Geodetic Survey in September 1995..
 GV6018
 GV6018.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6018
 GV6018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6018
 GV6018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6018
 GV6018.The ellipsoidal height was determined by GPS observations
 GV6018.and is referenced to NAD 83.
 GV6018
 GV6018.The geoid height was determined by GEOID03.
 GV6018
 GV6018;                    North         East     Units Scale Factor Converg.
 GV6018;SPC VA S     - 1,090,021.949 3,682,584.014   MT  0.99995419   +1 14 49.8
 GV6018;SPC VA S     - 3,576,180.34 12,081,944.39   sFT  0.99995419   +1 14 49.8
 GV6018;UTM  18      - 4,109,896.419   371,630.949   MT  0.99980300   -0 52 20.5
 GV6018
 GV6018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6018!SPC VA S     -   1.00000403  x   0.99995419  =   0.99995822
 GV6018!UTM  18      -   1.00000403  x   0.99980300  =   0.99980703
 GV6018
 GV6018                          SUPERSEDED SURVEY CONTROL
 GV6018
 GV6018  ELLIP H (09/08/95)  -25.59   (m)                       GP(       ) 4 2
 GV6018  NAD 83(1986)-  37 07 35.85199(N)    076 26 42.37309(W) AD(       ) 2
 GV6018  NGVD 29 (12/05/90)   10.9    (m)           36.     (f) GPS OBS        
 GV6018
 GV6018.Superseded values are not recommended for survey control.
 GV6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6018.See file dsdata.txt to determine how the superseded data were derived.
 GV6018
 GV6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7163109896(NAD 83)
 GV6018_MARKER: DD = SURVEY DISK
 GV6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6018_SP_SET: CONCRETE POST
 GV6018_STAMPING: STATION NO. 110
 GV6018_MARK LOGO: VA-199
 GV6018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6018+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6018
 GV6018  HISTORY     - Date     Condition        Report By
 GV6018  HISTORY     - 1988     MONUMENTED       BSC
 GV6018
 GV6018                          STATION DESCRIPTION
 GV6018
 GV6018'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6018'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6018'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 706
 GV6018'(YORKTOWN ROAD), PROCEED EASTERLY ALONG ROUTE 706 FOR APPROXIMATELY
 GV6018'0.86 KM (0.55 MI) TO THE STATION ON THE RIGHT JUST PAST THE JUNCTION
 GV6018'WITH ROUTE 1533 (TABB LANE).
 GV6018'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6018'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 2.29 M
 GV6018'(7.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 706 (YORKTOWN
 GV6018'ROAD), 0.61 M (2.0 FT) NORTH OF A 1.07 M (3.5 FT) CHAIN LINK FENCE,
 GV6018'25.76 M (84.5 FT)  SOUTH OF UTILITY POLE IB-72.  LOCATION OF REFERENCE
 GV6018'MARKS RELATIVE TO THE MAIN STATION
 GV6018'BEARING             DISTANCE
 GV6018'RM 1    S79 49 43W       28.56 M (93.7 FT)
 GV6018'RM 2    N13 50 37W       11.91 M (39.1 FT)
 GV6018'RM 3    N75 54 04E       408.71 M (1340.9 FT)
 GV6018'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6018'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6018'1.IT IS LOCATED 2.74 M (9.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF
 GV6018'ROUTE 706 (YORKTOWN ROAD), 0.76 M (2.5 FT) WEST OF THE 1.22 M
 GV6018'(4.0 FT) CHAIN LINK FENCE.
 GV6018'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6018'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6018'2.  IT IS LOCATED 3.05 M (10.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV6018'OF ROUTE 706 (YORKTOWN ROAD), 20.88 M (68.5 FT) WEST OF UTILITY POLE
 GV6018'15.
 GV6018'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6018'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6018'3.  IT IS LOCATED 7.01 M (23.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6018'ROUTE 706 (YORKTOWN ROAD), 3.81 M (12.5 FT) SOUTHEAST OF UTILITY POLE
 GV6018'KB-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5557 ***********************************************************************
 GV5557  DESIGNATION -  110 C OF R 1972
 GV5557  PID         -  GV5557
 GV5557  STATE/COUNTY-  VA/C OF RICHMOND
 GV5557  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5557
 GV5557                         *CURRENT SURVEY CONTROL
 GV5557  ___________________________________________________________________
 GV5557* NAD 83(1993)-  37 29 40.48293(N)    077 27 44.24294(W)     ADJUSTED  
 GV5557* NAVD 88     -        54.68   (+/-2cm)     179.4    (feet)  VERTCON   
 GV5557  ___________________________________________________________________
 GV5557  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GV5557  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5557
 GV5557  HORZ ORDER  -  SECOND
 GV5557  VERT ORDER  -  THIRD ? (See Below)
 GV5557
 GV5557.The horizontal coordinates were established by classical geodetic methods
 GV5557.and adjusted by the National Geodetic Survey in September 1995..
 GV5557
 GV5557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5557.The vertical order pertains to the NGVD 29 superseded value.
 GV5557
 GV5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5557
 GV5557.The geoid height was determined by GEOID03.
 GV5557
 GV5557;                    North         East     Units Scale Factor Converg.
 GV5557;SPC VA S     - 1,129,373.892 3,591,759.994   MT  0.99994785   +0 37 47.3
 GV5557;SPC VA S     - 3,705,287.51 11,783,965.91   sFT  0.99994785   +0 37 47.3
 GV5557;UTM  18      - 4,152,587.886   282,324.778   MT  1.00018368   -1 29 57.7
 GV5557
 GV5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5557!SPC VA S     -   0.99999661  x   0.99994785  =   0.99994446
 GV5557!UTM  18      -   0.99999661  x   1.00018368  =   1.00018029
 GV5557
 GV5557|---------------------------------------------------------------------|
 GV5557| PID    Reference Object                     Distance      Geod. Az  |
 GV5557|                                                           dddmmss.s |
 GV5557| GV5556 109 C OF R 1972                     244.860 METERS 02912     |
 GV5557| GV5560 111 C OF R 1972                     456.304 METERS 2000938.9 |
 GV5557|---------------------------------------------------------------------|
 GV5557
 GV5557                          SUPERSEDED SURVEY CONTROL
 GV5557
 GV5557  NAD 83(1993)-  37 29 40.48294(N)    077 27 44.24293(W) AD(       ) 2
 GV5557  NAD 83(1986)-  37 29 40.48930(N)    077 27 44.25995(W) AD(       ) 2
 GV5557  NAD 27      -  37 29 39.95956(N)    077 27 45.31577(W) AD(       ) 2
 GV5557  NGVD 29 (07/19/86)   54.99   (m)          180.4    (f) LEVELING    3  
 GV5557
 GV5557.Superseded values are not recommended for survey control.
 GV5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5557.See file dsdata.txt to determine how the superseded data were derived.
 GV5557
 GV5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8232552588(NAD 83)
 GV5557_MARKER: Z = SEE DESCRIPTION
 GV5557_SETTING: 0 = UNSPECIFIED SETTING
 GV5557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5557
 GV5557  HISTORY     - Date     Condition        Report By
 GV5557  HISTORY     - 1972     MONUMENTED       VA2060
 GV5557  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5557  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5557  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5557
 GV5557                          STATION DESCRIPTION
 GV5557
 GV5557'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5557'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5557'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5557'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5557'MILES TO INTERSECTION WITH HOPKINS RD., THENCE NORTH ON
 GV5557'HOPKINS RD. 1.75 MILES TO POINT NO. 110.
 GV5557'
 GV5557'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5557'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5557'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5557'ABOUT 8 INCHES BELOW GROUND.  CITY BENCH MARK NO. 673.
 GV5557'
 GV5557'20.0 FEET N.W. OF C/L OF HOPKINS RD., 4.0 FEET N. OF VEPCO POLE NO.
 GV5557'VL50, 27.6 FEET S.W. OF A FIRE HYD. W. OF HOPKINS RD.
 GV5557'
 GV5557'NEAREST TOWN--RICHMOND.
 GV5557
 GV5557                          STATION RECOVERY (1995)
 GV5557
 GV5557'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5557'MARK NOT FOUND.
 GV5557
 GV5557                          STATION RECOVERY (1999)
 GV5557
 GV5557'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5557'MARK NOT FOUND.
 GV5557
 GV5557                          STATION RECOVERY (2004)
 GV5557
 GV5557'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1614 ***********************************************************************
 GV1614  DESIGNATION -  110 USGS
 GV1614  PID         -  GV1614
 GV1614  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1614  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1614
 GV1614                         *CURRENT SURVEY CONTROL
 GV1614  ___________________________________________________________________
 GV1614* NAD 83(1986)-  37 07 38.     (N)    077 14 01.     (W)     SCALED    
 GV1614* NAVD 88     -        33.194  (meters)     108.90   (feet)  POSTED    
 GV1614  ___________________________________________________________________
 GV1614  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1614  DYNAMIC HT  -          33.170 (meters)     108.83  (feet)  COMP
 GV1614  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 GV1614
 GV1614  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV1614
 GV1614.The horizontal coordinates were scaled from a topographic map and have
 GV1614.an estimated accuracy of +/- 6 seconds.
 GV1614
 GV1614.The orthometric height was determined by differential leveling
 GV1614.and adjusted by the National Geodetic Survey in 1992..
 GV1614.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV1614.rate of 1.1 thru 2.0 mm/km.
 GV1614
 GV1614.The geoid height was determined by GEOID03.
 GV1614
 GV1614.The dynamic height is computed by dividing the NAVD 88
 GV1614.geopotential number by the normal gravity value computed on the
 GV1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1614.degrees latitude (g = 980.6199 gals.).
 GV1614
 GV1614.The modeled gravity was interpolated from observed gravity values.
 GV1614
 GV1614;                    North         East    Units  Estimated Accuracy
 GV1614;SPC VA S     - 1,088,860.    3,612,530.      MT  (+/- 180 meters Scaled)
 GV1614
 GV1614                          SUPERSEDED SURVEY CONTROL
 GV1614
 GV1614  NGVD 29 (??/??/??)   33.528  (m)          110.00   (f) ADJUSTED    1 2
 GV1614
 GV1614.Superseded values are not recommended for survey control.
 GV1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1614.See file dsdata.txt to determine how the superseded data were derived.
 GV1614
 GV1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG015113(NAD 83)
 GV1614_MARKER: DD = SURVEY DISK
 GV1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1614_SP_SET: CULVERT
 GV1614_STAMPING: 110.006 110 VA 1917
 GV1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1614
 GV1614  HISTORY     - Date     Condition        Report By
 GV1614  HISTORY     - 1917     MONUMENTED       USGS
 GV1614  HISTORY     - 1932     GOOD             CGS
 GV1614  HISTORY     - 1963     GOOD             CGS
 GV1614  HISTORY     - 19980506 GOOD             USPSQD
 GV1614
 GV1614                          STATION DESCRIPTION
 GV1614
 GV1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1614'AT DISPUTANTA.
 GV1614'AT DISPUTANTA, PRINCE GEORGE COUNTY, ON THE NORFOLK AND WESTERN
 GV1614'RAILWAY, 700 FEET NORTHWEST OF THE STATION, AT MILEPOST 69, AT
 GV1614'A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, 5.4
 GV1614'FEET FROM THE SOUTHEAST EDGE OF THE HEADWALL, AND 0.9 FOOT FROM
 GV1614'THE NORTHEAST EDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1614'DISK, STAMPED 110.006 110 VA 1917.
 GV1614
 GV1614                          STATION RECOVERY (1963)
 GV1614
 GV1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1614'RECOVERED IN GOOD CONDITION.
 GV1614
 GV1614                          STATION RECOVERY (1998)
 GV1614
 GV1614'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1845 ***********************************************************************
 HW1845  DESIGNATION -  1105
 HW1845  PID         -  HW1845
 HW1845  STATE/COUNTY-  VA/HIGHLAND
 HW1845  USGS QUAD   -  HIGHTOWN (1995)
 HW1845
 HW1845                         *CURRENT SURVEY CONTROL
 HW1845  ___________________________________________________________________
 HW1845* NAD 83(1986)-  38 26 58.     (N)    079 39 16.     (W)     SCALED    
 HW1845* NAVD 88     -       954.458  (meters)    3131.42   (feet)  ADJUSTED  
 HW1845  ___________________________________________________________________
 HW1845  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 HW1845  DYNAMIC HT  -         953.667 (meters)    3128.82  (feet)  COMP
 HW1845  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 HW1845
 HW1845  VERT ORDER  -  SECOND    CLASS 0
 HW1845
 HW1845.The horizontal coordinates were scaled from a topographic map and have
 HW1845.an estimated accuracy of +/- 6 seconds.
 HW1845
 HW1845.The orthometric height was determined by differential leveling
 HW1845.and adjusted by the National Geodetic Survey in June 1991..
 HW1845
 HW1845.The geoid height was determined by GEOID03.
 HW1845
 HW1845.The dynamic height is computed by dividing the NAVD 88
 HW1845.geopotential number by the normal gravity value computed on the
 HW1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1845.degrees latitude (g = 980.6199 gals.).
 HW1845
 HW1845.The modeled gravity was interpolated from observed gravity values.
 HW1845
 HW1845;                    North         East    Units  Estimated Accuracy
 HW1845;SPC VA N     - 2,087,520.    3,399,230.      MT  (+/- 180 meters Scaled)
 HW1845
 HW1845                          SUPERSEDED SURVEY CONTROL
 HW1845
 HW1845  NGVD 29 (??/??/92)  954.509  (m)         3131.58   (f) ADJ UNCH    2 0
 HW1845
 HW1845.Superseded values are not recommended for survey control.
 HW1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1845.See file dsdata.txt to determine how the superseded data were derived.
 HW1845
 HW1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC174565(NAD 83)
 HW1845_MARKER: DD = SURVEY DISK
 HW1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1845+STABILITY: SURFACE MOTION
 HW1845
 HW1845  HISTORY     - Date     Condition        Report By
 HW1845  HISTORY     - UNK      MONUMENTED       USFS
 HW1845  HISTORY     - 1935     GOOD             NGS
 HW1845  HISTORY     - 1969     MARK NOT FOUND   USGS
 HW1845
 HW1845                          STATION DESCRIPTION
 HW1845
 HW1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1845'3.7 MI NW FROM HIGHTOWN.
 HW1845'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE HEVENER
 HW1845'STORE AND POST OFFICE AT HIGHTOWN, HIGHLAND COUNTY, AT THE
 HW1845'JUNCTION OF COUNTY ROAD 600, 54 FEET SOUTHEAST OF THE CENTERLINE
 HW1845'OF THE HIGHWAY, AND 18 FEET WEST OF THE CENTERLINE OF THE
 HW1845'ROAD.  A SMALL UNITED STATE FOREST SERVICE STANDARD DISK, SET
 HW1845'IN THE TOP OF A CONCRETE POST.
 HW1845
 HW1845                          STATION RECOVERY (1969)
 HW1845
 HW1845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HW1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1384 ***********************************************************************
 GW1384  DESIGNATION -  1106
 GW1384  PID         -  GW1384
 GW1384  STATE/COUNTY-  VA/FRANKLIN
 GW1384  USGS QUAD   -  REDWOOD (1982)
 GW1384
 GW1384                         *CURRENT SURVEY CONTROL
 GW1384  ___________________________________________________________________
 GW1384* NAD 83(1986)-  37 00 50.     (N)    079 52 12.     (W)     SCALED    
 GW1384* NAVD 88     -       337.088  (meters)    1105.93   (feet)  POSTED    
 GW1384  ___________________________________________________________________
 GW1384  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW1384  DYNAMIC HT  -         336.810 (meters)    1105.02  (feet)  COMP
 GW1384  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 GW1384
 GW1384  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW1384
 GW1384.The horizontal coordinates were scaled from a topographic map and have
 GW1384.an estimated accuracy of +/- 6 seconds.
 GW1384
 GW1384.The orthometric height was determined by differential leveling
 GW1384.and adjusted by the National Geodetic Survey in 1992..
 GW1384.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW1384.rate of 1.1 thru 2.0 mm/km.
 GW1384
 GW1384.The geoid height was determined by GEOID03.
 GW1384
 GW1384.The dynamic height is computed by dividing the NAVD 88
 GW1384.geopotential number by the normal gravity value computed on the
 GW1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1384.degrees latitude (g = 980.6199 gals.).
 GW1384
 GW1384.The modeled gravity was interpolated from observed gravity values.
 GW1384
 GW1384;                    North         East    Units  Estimated Accuracy
 GW1384;SPC VA S     - 1,076,410.    3,378,090.      MT  (+/- 180 meters Scaled)
 GW1384
 GW1384                          SUPERSEDED SURVEY CONTROL
 GW1384
 GW1384  NGVD 29 (??/??/92)  337.256  (m)         1106.48   (f) ADJ UNCH    2 0
 GW1384
 GW1384.Superseded values are not recommended for survey control.
 GW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1384.See file dsdata.txt to determine how the superseded data were derived.
 GW1384
 GW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA005970(NAD 83)
 GW1384_MARKER: DD = SURVEY DISK
 GW1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1384_SP_SET: BRIDGE
 GW1384_STAMPING: 1106.589 FEET 1905
 GW1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1384
 GW1384  HISTORY     - Date     Condition        Report By
 GW1384  HISTORY     - 1905     MONUMENTED       USGS
 GW1384
 GW1384                          STATION DESCRIPTION
 GW1384
 GW1384'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1384'1.3 MI NE FROM ROCKYMOUNT.
 GW1384'ABOUT 1.3 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GW1384'FROM ROCKYMOUNT, FRANKLIN COUNTY, AT PLATE-GIRDER BRIDGE 1828,
 GW1384'AT THE NORTHEAST CONCRETE ABUTMENT, AND IN THE TOP OF THE EAST
 GW1384'WING WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GW1384'STAMPED 1106.589 FEET 1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1391 ***********************************************************************
 GW1391  DESIGNATION -  1108
 GW1391  PID         -  GW1391
 GW1391  STATE/COUNTY-  VA/ROANOKE
 GW1391  USGS QUAD   -  GARDEN CITY (1984)
 GW1391
 GW1391                         *CURRENT SURVEY CONTROL
 GW1391  ___________________________________________________________________
 GW1391* NAD 83(1986)-  37 09 53.     (N)    079 58 24.     (W)     SCALED    
 GW1391* NAVD 88     -       337.52   (+/-2cm)    1107.3    (feet)  VERTCON   
 GW1391  ___________________________________________________________________
 GW1391  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW1391
 GW1391  VERT ORDER  -  ? (See Below)
 GW1391
 GW1391.The horizontal coordinates were scaled from a topographic map and have
 GW1391.an estimated accuracy of +/- 6 seconds.
 GW1391
 GW1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1391.The vertical order pertains to the NGVD 29 superseded value.
 GW1391
 GW1391.The geoid height was determined by GEOID03.
 GW1391
 GW1391;                    North         East    Units  Estimated Accuracy
 GW1391;SPC VA S     - 1,093,280.    3,369,150.      MT  (+/- 180 meters Scaled)
 GW1391
 GW1391                          SUPERSEDED SURVEY CONTROL
 GW1391
 GW1391  NGVD 29 (??/??/92)  337.704  (m)         1107.95   (f) ADJ UNCH    ?  
 GW1391
 GW1391.Superseded values are not recommended for survey control.
 GW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1391.See file dsdata.txt to determine how the superseded data were derived.
 GW1391
 GW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB911136(NAD 83)
 GW1391_MARKER: DD = SURVEY DISK
 GW1391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1391_STAMPING: 1108.062 1905
 GW1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1391
 GW1391  HISTORY     - Date     Condition        Report By
 GW1391  HISTORY     - UNK      MONUMENTED       USGS
 GW1391  HISTORY     - 1905     GOOD             NGS
 GW1391
 GW1391                          STATION DESCRIPTION
 GW1391
 GW1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 GW1391'AT WRIGHTS.
 GW1391'AT WRIGHTS, ROANOKE COUNTY, ABOUT 242 FEET SOUTH OF THE NORFOLK
 GW1391'AND WESTERN RAILWAY WAITING SHED, ABOUT 214 FEET SOUTHWEST OF
 GW1391'MILEPOST 16, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 GW1391'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 GW1391'SURVEY STANDARD CAP, STAMPED 1108.062 1905 AND RIVETED ON THE
 GW1391'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 GW1391'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6019 ***********************************************************************
 GV6019  DESIGNATION -  111
 GV6019  PID         -  GV6019
 GV6019  STATE/COUNTY-  VA/YORK
 GV6019  USGS QUAD   -  POQUOSON WEST (1983)
 GV6019
 GV6019                         *CURRENT SURVEY CONTROL
 GV6019  ___________________________________________________________________
 GV6019* NAD 83(1993)-  37 07 30.58459(N)    076 26 01.24982(W)     ADJUSTED  
 GV6019* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 GV6019  ___________________________________________________________________
 GV6019  X           -   1,194,340.368 (meters)                     COMP
 GV6019  Y           -  -4,949,539.953 (meters)                     COMP
 GV6019  Z           -   3,828,461.342 (meters)                     COMP
 GV6019  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 GV6019  ELLIP HEIGHT-         -26.55  (meters)          (06/04/02) GPS OBS
 GV6019  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 GV6019
 GV6019  HORZ ORDER  -  SECOND
 GV6019  ELLP ORDER  -  FOURTH    CLASS II
 GV6019
 GV6019.The horizontal coordinates were established by GPS observations
 GV6019.and adjusted by the National Geodetic Survey in September 1995..
 GV6019
 GV6019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6019
 GV6019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6019
 GV6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6019
 GV6019.The ellipsoidal height was determined by GPS observations
 GV6019.and is referenced to NAD 83.
 GV6019
 GV6019.The geoid height was determined by GEOID03.
 GV6019
 GV6019;                    North         East     Units Scale Factor Converg.
 GV6019;SPC VA S     - 1,089,882.052 3,683,601.587   MT  0.99995430   +1 15 14.8
 GV6019;SPC VA S     - 3,575,721.37 12,085,282.87   sFT  0.99995430   +1 15 14.8
 GV6019;UTM  18      - 4,109,719.011   372,642.497   MT  0.99979981   -0 51 55.5
 GV6019
 GV6019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6019!SPC VA S     -   1.00000417  x   0.99995430  =   0.99995847
 GV6019!UTM  18      -   1.00000417  x   0.99979981  =   0.99980398
 GV6019
 GV6019                          SUPERSEDED SURVEY CONTROL
 GV6019
 GV6019  ELLIP H (09/08/95)  -26.46   (m)                       GP(       ) 4 2
 GV6019  NAD 83(1986)-  37 07 30.59439(N)    076 26 01.28192(W) AD(       ) 2
 GV6019  NGVD 29 (12/05/90)   10.1    (m)           33.     (f) GPS OBS        
 GV6019
 GV6019.Superseded values are not recommended for survey control.
 GV6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6019.See file dsdata.txt to determine how the superseded data were derived.
 GV6019
 GV6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7264209719(NAD 83)
 GV6019_MARKER: DD = SURVEY DISK
 GV6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6019_SP_SET: CONCRETE POST
 GV6019_STAMPING: STATION NO. 111
 GV6019_MARK LOGO: VA-199
 GV6019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6019+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6019
 GV6019  HISTORY     - Date     Condition        Report By
 GV6019  HISTORY     - 1988     MONUMENTED       BSC
 GV6019
 GV6019                          STATION DESCRIPTION
 GV6019
 GV6019'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6019'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6019'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 706
 GV6019'(YORKTOWN ROAD), PROCEED EASTERLY ALONG ROUTE 706 FOR APPROXIMATELY
 GV6019'2.0 KM (1.25 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE ENTRANCE
 GV6019'TO THE TABB HIGH SCHOOL.
 GV6019'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6019'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 2.90 M
 GV6019'(9.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF ROUTE 706 (YORKTOWN
 GV6019'ROAD), 12.80 M (42.0 FT) SOUTH OF UTILITY POLE OP-21.  LOCATION OF
 GV6019'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6019'BEARING             DISTANCE
 GV6019'RM 1    N25 57 36W       46.28 M (151.8 FT)
 GV6019'RM 2    S86 18 53E       16.77 M (55.0 FT)
 GV6019'RM 3    N11 41 29E       586.88 M (1925.5 FT)
 GV6019'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6019'(0.1 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6019'1.IT IS LOCATED 3.05 M (10.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6019'ROUTE 706 (YORKTOWN ROAD), 3.05 M (10.0 FT) SOUTH OF THE SPEED LIMIT
 GV6019'40 SIGN.
 GV6019'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6019'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6019'2.  IT IS LOCATED 2.44 M (8.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6019'ROUTE 706 (YORKTOWN ROAD), 18.59 M (61.0 FT) SOUTH OF THE STREET SIGN.
 GV6019'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.10 M
 GV6019'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6019'3.  IT IS LOCATED 4.18 M (13.7 FT) NORTHWEST OF THE EDGE OF THE
 GV6019'PAVEMENT OF ROUTE 600 (TIDEMILL ROAD), 29.11 M (95.5 FT) WEST OF
 GV6019'UTILITY POLE OD-64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5560 ***********************************************************************
 GV5560  DESIGNATION -  111 C OF R 1972
 GV5560  PID         -  GV5560
 GV5560  STATE/COUNTY-  VA/C OF RICHMOND
 GV5560  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5560
 GV5560                         *CURRENT SURVEY CONTROL
 GV5560  ___________________________________________________________________
 GV5560* NAD 83(1993)-  37 29 26.58895(N)    077 27 50.64488(W)     ADJUSTED  
 GV5560* NAVD 88     -        52.42   (+/-2cm)     172.0    (feet)  VERTCON   
 GV5560  ___________________________________________________________________
 GV5560  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5560  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5560
 GV5560  HORZ ORDER  -  SECOND
 GV5560  VERT ORDER  -  THIRD ? (See Below)
 GV5560
 GV5560.The horizontal coordinates were established by classical geodetic methods
 GV5560.and adjusted by the National Geodetic Survey in September 1995..
 GV5560
 GV5560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5560.The vertical order pertains to the NGVD 29 superseded value.
 GV5560
 GV5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5560
 GV5560.The geoid height was determined by GEOID03.
 GV5560
 GV5560;                    North         East     Units Scale Factor Converg.
 GV5560;SPC VA S     - 1,128,943.866 3,591,607.452   MT  0.99994771   +0 37 43.4
 GV5560;SPC VA S     - 3,703,876.67 11,783,465.45   sFT  0.99994771   +0 37 43.4
 GV5560;UTM  18      - 4,152,163.723   282,156.326   MT  1.00018458   -1 30 01.1
 GV5560
 GV5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5560!SPC VA S     -   0.99999696  x   0.99994771  =   0.99994467
 GV5560!UTM  18      -   0.99999696  x   1.00018458  =   1.00018154
 GV5560
 GV5560:                Primary Azimuth Mark                     Grid Az
 GV5560:SPC VA S     -  110 C OF R 1972                          019 31 51.6
 GV5560:UTM  18      -  110 C OF R 1972                          021 39 36.1
 GV5560
 GV5560|---------------------------------------------------------------------|
 GV5560| PID    Reference Object                     Distance      Geod. Az  |
 GV5560|                                                           dddmmss.s |
 GV5560| GV5557 110 C OF R 1972                     456.304 METERS 0200935.0 |
 GV5560| GV5573 104 C OF R 1972                     APPROX. 0.7 KM 2663642.9 |
 GV5560|---------------------------------------------------------------------|
 GV5560
 GV5560                          SUPERSEDED SURVEY CONTROL
 GV5560
 GV5560  NAD 83(1993)-  37 29 26.58896(N)    077 27 50.64485(W) AD(       ) 2
 GV5560  NAD 83(1986)-  37 29 26.59534(N)    077 27 50.66184(W) AD(       ) 2
 GV5560  NAD 27      -  37 29 26.06528(N)    077 27 51.71728(W) AD(       ) 2
 GV5560  NGVD 29 (07/19/86)   52.73   (m)          173.0    (f) LEVELING    3  
 GV5560
 GV5560.Superseded values are not recommended for survey control.
 GV5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5560.See file dsdata.txt to determine how the superseded data were derived.
 GV5560
 GV5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8215652164(NAD 83)
 GV5560_MARKER: Z = SEE DESCRIPTION
 GV5560_SETTING: 0 = UNSPECIFIED SETTING
 GV5560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5560
 GV5560  HISTORY     - Date     Condition        Report By
 GV5560  HISTORY     - 1972     MONUMENTED       VA2060
 GV5560  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5560  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5560  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5560  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5560
 GV5560                          STATION DESCRIPTION
 GV5560
 GV5560'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5560'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5560'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5560'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5560'MILES TO INTERSECTION WITH HOPKINS RD., THENCE NORTH ON
 GV5560'HOPKINS RD. 1.45 MILES TO POINT NO. 111.
 GV5560'
 GV5560'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5560'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5560'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5560'ABOUT 8 INCHES BELOW GROUND LEVEL.
 GV5560'
 GV5560'25.0 FEET N.W. OF C/L OF HOPKINS RD., 40.5 FEET S. OF C/L OF CHALFONT
 GV5560'DR., 93.4 FEET N.E. OF VEPCO POLE NO. VI-62.
 GV5560'
 GV5560'NEAREST TOWN--RICHMOND.
 GV5560
 GV5560                          STATION RECOVERY (1995)
 GV5560
 GV5560'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5560'MARK NOT FOUND.
 GV5560
 GV5560                          STATION RECOVERY (1999)
 GV5560
 GV5560'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5560'MARK NOT FOUND.
 GV5560
 GV5560                          STATION RECOVERY (2003)
 GV5560
 GV5560'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5560'MARK NOT FOUND.
 GV5560
 GV5560                          STATION RECOVERY (2005)
 GV5560
 GV5560'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1380 ***********************************************************************
 FY1380  DESIGNATION -  111 JAS
 FY1380  PID         -  FY1380
 FY1380  STATE/COUNTY-  VA/HENRY
 FY1380  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1380
 FY1380                         *CURRENT SURVEY CONTROL
 FY1380  ___________________________________________________________________
 FY1380* NAD 83(1986)-  36 35 00.     (N)    079 51 46.     (W)     SCALED    
 FY1380* NAVD 88     -       264.605  (meters)     868.12   (feet)  ADJUSTED  
 FY1380  ___________________________________________________________________
 FY1380  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FY1380  DYNAMIC HT  -         264.375 (meters)     867.37  (feet)  COMP
 FY1380  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FY1380
 FY1380  VERT ORDER  -  FIRST     CLASS II
 FY1380
 FY1380.The horizontal coordinates were scaled from a topographic map and have
 FY1380.an estimated accuracy of +/- 6 seconds.
 FY1380
 FY1380.The orthometric height was determined by differential leveling
 FY1380.and adjusted by the National Geodetic Survey in June 1991..
 FY1380
 FY1380.The geoid height was determined by GEOID03.
 FY1380
 FY1380.The dynamic height is computed by dividing the NAVD 88
 FY1380.geopotential number by the normal gravity value computed on the
 FY1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1380.degrees latitude (g = 980.6199 gals.).
 FY1380
 FY1380.The modeled gravity was interpolated from observed gravity values.
 FY1380
 FY1380;                    North         East    Units  Estimated Accuracy
 FY1380;SPC VA S     - 1,028,620.    3,378,040.      MT  (+/- 180 meters Scaled)
 FY1380
 FY1380                          SUPERSEDED SURVEY CONTROL
 FY1380
 FY1380  NGVD 29 (??/??/92)  264.802  (m)          868.77   (f) ADJ UNCH    1 2
 FY1380
 FY1380.Superseded values are not recommended for survey control.
 FY1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1380.See file dsdata.txt to determine how the superseded data were derived.
 FY1380
 FY1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA017492(NAD 83)
 FY1380_MARKER: DD = SURVEY DISK
 FY1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1380_SP_SET: OVERPASS
 FY1380_STAMPING: 869 111 JAS 1963
 FY1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1380+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2006
 FY1380
 FY1380  HISTORY     - Date     Condition        Report By
 FY1380  HISTORY     - 1963     MONUMENTED       USGS
 FY1380  HISTORY     - 1965     GOOD             NGS
 FY1380  HISTORY     - 20060115 GOOD             USPSQD
 FY1380
 FY1380                          STATION DESCRIPTION
 FY1380
 FY1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1380'AT RIDGEWAY.
 FY1380'AT RIDGEWAY, AT THE OVERPASS WHERE U.S. HIGHWAY 220 CROSSES
 FY1380'OVER THE NORFOLK AND WESTERN RAILWAY, SET IN THE TOP AT THE
 FY1380'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE OVERPASS, 16 1/2
 FY1380'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH
 FY1380'OF THE EAST END OF THE NORTH GUARD RAIL OF THE OVERPASS AND
 FY1380'ABOUT LEVEL WITH THE HIGHWAY.
 FY1380
 FY1380                          STATION RECOVERY (2006)
 FY1380
 FY1380'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 FY1380'IT SHOULD BE NOTED THAT THE OVERPASS IS FOR US 220 BYPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0971 ***********************************************************************
 GW0971  DESIGNATION -  1112.9
 GW0971  PID         -  GW0971
 GW0971  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0971  USGS QUAD   -  GOSHEN (1983)
 GW0971
 GW0971                         *CURRENT SURVEY CONTROL
 GW0971  ___________________________________________________________________
 GW0971* NAD 83(1986)-  37 52 58.     (N)    079 23 03.     (W)     SCALED    
 GW0971* NAVD 88     -       339.101  (meters)    1112.53   (feet)  ADJUSTED  
 GW0971  ___________________________________________________________________
 GW0971  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0971  DYNAMIC HT  -         338.843 (meters)    1111.69  (feet)  COMP
 GW0971  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 GW0971
 GW0971  VERT ORDER  -  SECOND    CLASS 0
 GW0971
 GW0971.The horizontal coordinates were scaled from a topographic map and have
 GW0971.an estimated accuracy of +/- 6 seconds.
 GW0971
 GW0971.The orthometric height was determined by differential leveling
 GW0971.and adjusted by the National Geodetic Survey in June 1991..
 GW0971
 GW0971.The geoid height was determined by GEOID03.
 GW0971
 GW0971.The dynamic height is computed by dividing the NAVD 88
 GW0971.geopotential number by the normal gravity value computed on the
 GW0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0971.degrees latitude (g = 980.6199 gals.).
 GW0971
 GW0971.The modeled gravity was interpolated from observed gravity values.
 GW0971
 GW0971;                    North         East    Units  Estimated Accuracy
 GW0971;SPC VA S     - 1,172,320.    3,422,220.      MT  (+/- 180 meters Scaled)
 GW0971
 GW0971                          SUPERSEDED SURVEY CONTROL
 GW0971
 GW0971  NGVD 29 (??/??/92)  339.274  (m)         1113.10   (f) ADJ UNCH    2 0
 GW0971
 GW0971.Superseded values are not recommended for survey control.
 GW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0971.See file dsdata.txt to determine how the superseded data were derived.
 GW0971
 GW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB420940(NAD 83)
 GW0971_MARKER: N = NAIL
 GW0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0971_SP_SET: CEDAR TREE
 GW0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0971
 GW0971  HISTORY     - Date     Condition        Report By
 GW0971  HISTORY     - UNK      MONUMENTED       USGS
 GW0971  HISTORY     - 1935     GOOD             NGS
 GW0971
 GW0971                          STATION DESCRIPTION
 GW0971
 GW0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0971'2 MI S FROM ROCKBRIDGE BATHS.
 GW0971'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0971'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ABOUT 52 FEET
 GW0971'SOUTHWEST OF THE CENTER OF THE JUNCTION WITH STATE HIGHWAY 252,
 GW0971'AND IN THE BASE OF A 20-INCH CEDAR TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6020 ***********************************************************************
 GV6020  DESIGNATION -  112
 GV6020  PID         -  GV6020
 GV6020  STATE/COUNTY-  VA/YORK
 GV6020  USGS QUAD   -  POQUOSON WEST (1983)
 GV6020
 GV6020                         *CURRENT SURVEY CONTROL
 GV6020  ___________________________________________________________________
 GV6020* NAD 83(1993)-  37 08 03.38369(N)    076 25 47.98332(W)     ADJUSTED  
 GV6020* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 GV6020  ___________________________________________________________________
 GV6020  X           -   1,194,514.349 (meters)                     COMP
 GV6020  Y           -  -4,948,865.041 (meters)                     COMP
 GV6020  Z           -   3,829,263.747 (meters)                     COMP
 GV6020  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GV6020  ELLIP HEIGHT-         -32.73  (meters)          (06/04/02) GPS OBS
 GV6020  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 GV6020
 GV6020  HORZ ORDER  -  SECOND
 GV6020  ELLP ORDER  -  FOURTH    CLASS II
 GV6020
 GV6020.The horizontal coordinates were established by GPS observations
 GV6020.and adjusted by the National Geodetic Survey in September 1995..
 GV6020
 GV6020.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6020
 GV6020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6020
 GV6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6020
 GV6020.The ellipsoidal height was determined by GPS observations
 GV6020.and is referenced to NAD 83.
 GV6020
 GV6020.The geoid height was determined by GEOID03.
 GV6020
 GV6020;                    North         East     Units Scale Factor Converg.
 GV6020;SPC VA S     - 1,090,900.060 3,683,906.807   MT  0.99995364   +1 15 22.8
 GV6020;SPC VA S     - 3,579,061.28 12,086,284.25   sFT  0.99995364   +1 15 22.8
 GV6020;UTM  18      - 4,110,724.878   372,985.107   MT  0.99979874   -0 51 48.2
 GV6020
 GV6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6020!SPC VA S     -   1.00000514  x   0.99995364  =   0.99995878
 GV6020!UTM  18      -   1.00000514  x   0.99979874  =   0.99980388
 GV6020
 GV6020                          SUPERSEDED SURVEY CONTROL
 GV6020
 GV6020  ELLIP H (09/08/95)  -32.65   (m)                       GP(       ) 4 2
 GV6020  NAD 83(1986)-  37 08 03.39353(N)    076 25 48.01541(W) AD(       ) 2
 GV6020  NGVD 29 (12/05/90)    3.9    (m)           13.     (f) GPS OBS        
 GV6020
 GV6020.Superseded values are not recommended for survey control.
 GV6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6020.See file dsdata.txt to determine how the superseded data were derived.
 GV6020
 GV6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7298510725(NAD 83)
 GV6020_MARKER: DD = SURVEY DISK
 GV6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6020_SP_SET: CONCRETE POST
 GV6020_STAMPING: STATION NO. 112
 GV6020_MARK LOGO: VA-199
 GV6020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6020+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 GV6020
 GV6020  HISTORY     - Date     Condition        Report By
 GV6020  HISTORY     - 1988     MONUMENTED       BSC
 GV6020  HISTORY     - 19890120 GOOD
 GV6020
 GV6020                          STATION DESCRIPTION
 GV6020
 GV6020'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6020'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6020'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 706
 GV6020'(YORKTOWN ROAD), PROCEED EASTERLY ALONG ROUTE 706 FOR APPROXIMATELY
 GV6020'2.0 KM (1.25 MI) TO THE JUNCTION WITH ROUTE 600 (TIDE MILL ROAD).
 GV6020'TURN LEFT ONTO ROUTE 600 AND CONTINUE NORTH FOR APPROXIMATELY 1.0 KM
 GV6020'(0.60 MI) TO THE STATION AT THE END OF THE ROAD.
 GV6020'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6020'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE
 GV6020'NORTHERN GRASS MEDIAN OF THE PARKING LOT OF THE BOAT RAMP AT THE END
 GV6020'OF ROUTE 600 (TIDEMILL ROAD).  LOCATION OF REFERENCE MARKS RELATIVE TO
 GV6020'THE MAIN STATION
 GV6020'BEARING             DISTANCE
 GV6020'RM 1    S23 04 35W       18.63 M (61.1 FT)
 GV6020'RM 2    S72 12 00E       58.53 M (192.0 FT)
 GV6020'RM 3    S12 04 10E       164.75 M (540.5 FT)
 GV6020'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6020'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6020'1.IT IS LOCATED IN THE GRASS ADJACENT TO THE NORTHWEST END OF THE
 GV6020'PARKING LOT, 0.46 M (1.5 FT) WEST OF THE DO NOT ENTER SIGN.
 GV6020'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6020'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6020'2.  IT IS LOCATED 17.07 M (56.0 FT) NORTHWEST OF UTILITY POLE 492-22,
 GV6020'23.47 M (77.0 FT) NORTHEAST OF UTILITY POLE 492-58.
 GV6020'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6020'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6020'3.  IT IS LOCATED 5.33 M (17.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6020'ROUTE 600 (TIDEMILL ROAD), 3.05 M (10.0 FT) NORTH OF UTILITY POLE
 GV6020'QF-29.
 GV6020
 GV6020                          STATION RECOVERY (1989)
 GV6020
 GV6020'RECOVERED 1989
 GV6020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5562 ***********************************************************************
 GV5562  DESIGNATION -  112 C OF R 1972
 GV5562  PID         -  GV5562
 GV5562  STATE/COUNTY-  VA/C OF RICHMOND
 GV5562  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5562
 GV5562                         *CURRENT SURVEY CONTROL
 GV5562  ___________________________________________________________________
 GV5562* NAD 83(1993)-  37 29 00.62033(N)    077 28 00.58952(W)     ADJUSTED  
 GV5562* NAVD 88     -        48.58   (+/-2cm)     159.4    (feet)  VERTCON   
 GV5562  ___________________________________________________________________
 GV5562  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5562  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5562
 GV5562  HORZ ORDER  -  SECOND
 GV5562  VERT ORDER  -  THIRD ? (See Below)
 GV5562
 GV5562.The horizontal coordinates were established by classical geodetic methods
 GV5562.and adjusted by the National Geodetic Survey in September 1995..
 GV5562
 GV5562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5562.The vertical order pertains to the NGVD 29 superseded value.
 GV5562
 GV5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5562
 GV5562.The geoid height was determined by GEOID03.
 GV5562
 GV5562;                    North         East     Units Scale Factor Converg.
 GV5562;SPC VA S     - 1,128,140.675 3,591,371.944   MT  0.99994744   +0 37 37.4
 GV5562;SPC VA S     - 3,701,241.53 11,782,692.79   sFT  0.99994744   +0 37 37.4
 GV5562;UTM  18      - 4,151,369.647   281,891.080   MT  1.00018601   -1 30 06.3
 GV5562
 GV5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5562!SPC VA S     -   0.99999757  x   0.99994744  =   0.99994501
 GV5562!UTM  18      -   0.99999757  x   1.00018601  =   1.00018358
 GV5562
 GV5562:                Primary Azimuth Mark                     Grid Az
 GV5562:SPC VA S     -  113 C OF R 1972                          194 39 26.1
 GV5562:UTM  18      -  113 C OF R 1972                          196 47 09.8
 GV5562
 GV5562|---------------------------------------------------------------------|
 GV5562| PID    Reference Object                     Distance      Geod. Az  |
 GV5562|                                                           dddmmss.s |
 GV5562| GV5565 113 C OF R 1972                     APPROX. 0.5 KM 1951703.5 |
 GV5562| GV5563 26 C OF R 1972                      275.341 METERS 35133     |
 GV5562|---------------------------------------------------------------------|
 GV5562
 GV5562                          SUPERSEDED SURVEY CONTROL
 GV5562
 GV5562  NAD 83(1993)-  37 29 00.62032(N)    077 28 00.58946(W) AD(       ) 2
 GV5562  NAD 83(1986)-  37 29 00.62668(N)    077 28 00.60642(W) AD(       ) 2
 GV5562  NAD 27      -  37 29 00.09611(N)    077 28 01.66110(W) AD(       ) 2
 GV5562  NGVD 29 (07/19/86)   48.89   (m)          160.4    (f) LEVELING    3  
 GV5562
 GV5562.Superseded values are not recommended for survey control.
 GV5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5562.See file dsdata.txt to determine how the superseded data were derived.
 GV5562
 GV5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8189151370(NAD 83)
 GV5562_MARKER: Z = SEE DESCRIPTION
 GV5562_SETTING: 0 = UNSPECIFIED SETTING
 GV5562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5562
 GV5562  HISTORY     - Date     Condition        Report By
 GV5562  HISTORY     - 1972     MONUMENTED       VA2060
 GV5562  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV5562  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5562  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5562
 GV5562                          STATION DESCRIPTION
 GV5562
 GV5562'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5562'BEGINNING AT U. S. POST OFFICE, AMPTHILL BRANCH, LOCATED ON U. S.
 GV5562'ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO INTERSECTION OF
 GV5562'WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60 MILES TO
 GV5562'INTERSECTION WITH HOPKINS RD., THENCE NORTH ON HOPKINS RD. 0.90
 GV5562'MILES TO POINT NO. 112.
 GV5562'
 GV5562'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5562'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5562'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5562'ABOUT 6 INCHES BELOW GROUND.
 GV5562'
 GV5562'31.3 FEET E. OF C/L OF HOPKINS RD., 79.6 FEET N. OF C AND P POLE
 GV5562'NO. 7572K, 55.3 FEET S.W. OF 6 INCH PINE TREE.
 GV5562'
 GV5562'NEAREST TOWN--RICHMOND.
 GV5562
 GV5562                          STATION RECOVERY (1995)
 GV5562
 GV5562'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5562'MARK NOT FOUND.
 GV5562
 GV5562                          STATION RECOVERY (1999)
 GV5562
 GV5562'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5562'MARK NOT FOUND.
 GV5562
 GV5562                          STATION RECOVERY (2004)
 GV5562
 GV5562'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2500 ***********************************************************************
 HV2500  DESIGNATION -  11.2 USA
 HV2500  PID         -  HV2500
 HV2500  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2500  USGS QUAD   -  QUANTICO (1994)
 HV2500
 HV2500                         *CURRENT SURVEY CONTROL
 HV2500  ___________________________________________________________________
 HV2500* NAD 83(1986)-  38 34 08.     (N)    077 15 47.     (W)     SCALED    
 HV2500* NAVD 88     -         2.329  (meters)       7.64   (feet)  POSTED    
 HV2500  ___________________________________________________________________
 HV2500  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV2500  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 HV2500  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 HV2500
 HV2500  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HV2500
 HV2500.The horizontal coordinates were scaled from a topographic map and have
 HV2500.an estimated accuracy of +/- 6 seconds.
 HV2500
 HV2500.The orthometric height was determined by differential leveling
 HV2500.and adjusted by the National Geodetic Survey in 1992..
 HV2500.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HV2500.rate of 1.1 thru 2.0 mm/km.
 HV2500
 HV2500.The geoid height was determined by GEOID03.
 HV2500
 HV2500.The dynamic height is computed by dividing the NAVD 88
 HV2500.geopotential number by the normal gravity value computed on the
 HV2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2500.degrees latitude (g = 980.6199 gals.).
 HV2500
 HV2500.The modeled gravity was interpolated from observed gravity values.
 HV2500
 HV2500;                    North         East    Units  Estimated Accuracy
 HV2500;SPC VA N     - 2,100,870.    3,607,790.      MT  (+/- 180 meters Scaled)
 HV2500
 HV2500                          SUPERSEDED SURVEY CONTROL
 HV2500
 HV2500  NGVD 29 (??/??/??)    2.604  (m)            8.54   (f) ADJUSTED    1 2
 HV2500
 HV2500.Superseded values are not recommended for survey control.
 HV2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2500.See file dsdata.txt to determine how the superseded data were derived.
 HV2500
 HV2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH028713(NAD 83)
 HV2500_MARKER: B = BOLT
 HV2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2500_STAMPING: ENG U S ARMY
 HV2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2500+STABILITY: SURFACE MOTION
 HV2500
 HV2500  HISTORY     - Date     Condition        Report By
 HV2500  HISTORY     - UNK      MONUMENTED       DOD
 HV2500  HISTORY     - 1939     GOOD             CGS
 HV2500  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV2500  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2500
 HV2500                          STATION DESCRIPTION
 HV2500
 HV2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HV2500'AT CHERRY HILL.
 HV2500'AT CHERRY HILL, PRINCE WILLIAM COUNTY, ON THE RICHMOND,
 HV2500'FREDERICKSBURG AND POTOMAC RAILROAD, 118 FEET NORTHWEST OF THE
 HV2500'NORTHWEST CORNER OF THE STATION, 47 FEET SOUTHEAST OF THE
 HV2500'SOUTHEAST CORNER OF A STORE (FORMERLY STORE AND POST OFFICE),
 HV2500'38 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 12 FEET NORTH
 HV2500'OF A SWITCH, AND 22 FEET WEST OF THE WEST RAIL.  A COPPER BOLT,
 HV2500'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 HV2500'MARKED ENG U S ARMY.
 HV2500
 HV2500                          STATION RECOVERY (1971)
 HV2500
 HV2500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2500'MARK NOT FOUND.
 HV2500
 HV2500                          STATION RECOVERY (1978)
 HV2500
 HV2500'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0974 ***********************************************************************
 GW0974  DESIGNATION -  1121.37
 GW0974  PID         -  GW0974
 GW0974  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0974  USGS QUAD   -  GOSHEN (1983)
 GW0974
 GW0974                         *CURRENT SURVEY CONTROL
 GW0974  ___________________________________________________________________
 GW0974* NAD 83(1986)-  37 54 12.     (N)    079 24 48.     (W)     SCALED    
 GW0974* NAVD 88     -       341.564  (meters)    1120.61   (feet)  ADJUSTED  
 GW0974  ___________________________________________________________________
 GW0974  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW0974  DYNAMIC HT  -         341.301 (meters)    1119.75  (feet)  COMP
 GW0974  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 GW0974
 GW0974  VERT ORDER  -  SECOND    CLASS 0
 GW0974
 GW0974.The horizontal coordinates were scaled from a topographic map and have
 GW0974.an estimated accuracy of +/- 6 seconds.
 GW0974
 GW0974.The orthometric height was determined by differential leveling
 GW0974.and adjusted by the National Geodetic Survey in June 1991..
 GW0974
 GW0974.The geoid height was determined by GEOID03.
 GW0974
 GW0974.The dynamic height is computed by dividing the NAVD 88
 GW0974.geopotential number by the normal gravity value computed on the
 GW0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0974.degrees latitude (g = 980.6199 gals.).
 GW0974
 GW0974.The modeled gravity was interpolated from observed gravity values.
 GW0974
 GW0974;                    North         East    Units  Estimated Accuracy
 GW0974;SPC VA S     - 1,174,630.    3,419,680.      MT  (+/- 180 meters Scaled)
 GW0974
 GW0974                          SUPERSEDED SURVEY CONTROL
 GW0974
 GW0974  NGVD 29 (??/??/92)  341.734  (m)         1121.17   (f) ADJ UNCH    2 0
 GW0974
 GW0974.Superseded values are not recommended for survey control.
 GW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0974.See file dsdata.txt to determine how the superseded data were derived.
 GW0974
 GW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB394962(NAD 83)
 GW0974_MARKER: Q = CHISELED SQUARE
 GW0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0974_SP_SET: STEPS
 GW0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0974
 GW0974  HISTORY     - Date     Condition        Report By
 GW0974  HISTORY     - UNK      MONUMENTED       USGS
 GW0974  HISTORY     - 1935     GOOD             NGS
 GW0974
 GW0974                          STATION DESCRIPTION
 GW0974
 GW0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0974'AT ROCKBRIDGE BATHS.
 GW0974'AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ON STATE HIGHWAY 501,
 GW0974'ABOUT 100 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 GW0974'ROAD LEADING NORTHEAST, AT THE NORTHEAST SIDE OF THE ROAD, AT THE
 GW0974'YARD ENTRANCE OF THE V.A. HARMAN HOUSE, AND ON THE TOP OF THE
 GW0974'NORTHWEST END OF THE LOWER CONCRETE STEP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0185 ***********************************************************************
 GX0185  DESIGNATION -  1125
 GX0185  PID         -  GX0185
 GX0185  STATE/COUNTY-  VA/ROANOKE
 GX0185  USGS QUAD   -  SALEM (1984)
 GX0185
 GX0185                         *CURRENT SURVEY CONTROL
 GX0185  ___________________________________________________________________
 GX0185* NAD 83(1986)-  37 21 56.     (N)    080 03 26.     (W)     SCALED    
 GX0185* NAVD 88     -       379.474  (meters)    1244.99   (feet)  ADJUSTED  
 GX0185  ___________________________________________________________________
 GX0185  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GX0185  DYNAMIC HT  -         379.158 (meters)    1243.95  (feet)  COMP
 GX0185  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GX0185
 GX0185  VERT ORDER  -  SECOND    CLASS 0
 GX0185
 GX0185.The horizontal coordinates were scaled from a topographic map and have
 GX0185.an estimated accuracy of +/- 6 seconds.
 GX0185
 GX0185.The orthometric height was determined by differential leveling
 GX0185.and adjusted by the National Geodetic Survey in June 1991..
 GX0185
 GX0185.The geoid height was determined by GEOID03.
 GX0185
 GX0185.The dynamic height is computed by dividing the NAVD 88
 GX0185.geopotential number by the normal gravity value computed on the
 GX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0185.degrees latitude (g = 980.6199 gals.).
 GX0185
 GX0185.The modeled gravity was interpolated from observed gravity values.
 GX0185
 GX0185;                    North         East    Units  Estimated Accuracy
 GX0185;SPC VA S     - 1,115,690.    3,362,070.      MT  (+/- 180 meters Scaled)
 GX0185
 GX0185                          SUPERSEDED SURVEY CONTROL
 GX0185
 GX0185  NGVD 29 (??/??/92)  379.642  (m)         1245.54   (f) ADJ UNCH    2 0
 GX0185
 GX0185.Superseded values are not recommended for survey control.
 GX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0185.See file dsdata.txt to determine how the superseded data were derived.
 GX0185
 GX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB834358(NAD 83)
 GX0185_MARKER: DD = SURVEY DISK
 GX0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0185_STAMPING: 1125
 GX0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0185+STABILITY: SURFACE MOTION
 GX0185
 GX0185  HISTORY     - Date     Condition        Report By
 GX0185  HISTORY     - UNK      MONUMENTED       VAGS
 GX0185  HISTORY     - 1935     GOOD             NGS
 GX0185  HISTORY     - 1963     GOOD             NGS
 GX0185
 GX0185                          STATION DESCRIPTION
 GX0185
 GX0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0185'5.9 MI NW FROM SALEM.
 GX0185'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 311 FROM THE COUNTY
 GX0185'COURTHOUSE AT SALEM, ROANOKE COUNTY, INSIDE THE SOUTHEAST CORNER
 GX0185'OF A FIELD, ABOUT 500 FEET EAST OF THE ENTRANCE TO THE L.A.
 GX0185'SCHOLTZ HOUSE, 193 FEET WEST OF THE ENTRANCE TO THE PINES
 GX0185'ESTATE, AND 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 GX0185'STATE SURVEY STANDARD DISK, STAMPED 1125 AND SET IN THE TOP OF
 GX0185'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- EXCEPT
 GX0185'THE MARK IS ALONG SECONDARY STATE ROAD 864.  A STEEL WITNESS POST
 GX0185'WAS SET IN FENCE LINE 5 FEET SOUTH OF MARK.
 GX0185
 GX0185                          STATION RECOVERY (1963)
 GX0185
 GX0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0184 ***********************************************************************
 GX0184  DESIGNATION -  1126
 GX0184  PID         -  GX0184
 GX0184  STATE/COUNTY-  VA/ROANOKE
 GX0184  USGS QUAD   -  SALEM (1984)
 GX0184
 GX0184                         *CURRENT SURVEY CONTROL
 GX0184  ___________________________________________________________________
 GX0184* NAD 83(1986)-  37 21 46.     (N)    080 03 09.     (W)     SCALED    
 GX0184* NAVD 88     -       374.471  (meters)    1228.58   (feet)  ADJUSTED  
 GX0184  ___________________________________________________________________
 GX0184  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GX0184  DYNAMIC HT  -         374.159 (meters)    1227.55  (feet)  COMP
 GX0184  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 GX0184
 GX0184  VERT ORDER  -  SECOND    CLASS 0
 GX0184
 GX0184.The horizontal coordinates were scaled from a topographic map and have
 GX0184.an estimated accuracy of +/- 6 seconds.
 GX0184
 GX0184.The orthometric height was determined by differential leveling
 GX0184.and adjusted by the National Geodetic Survey in June 1991..
 GX0184
 GX0184.The geoid height was determined by GEOID03.
 GX0184
 GX0184.The dynamic height is computed by dividing the NAVD 88
 GX0184.geopotential number by the normal gravity value computed on the
 GX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0184.degrees latitude (g = 980.6199 gals.).
 GX0184
 GX0184.The modeled gravity was interpolated from observed gravity values.
 GX0184
 GX0184;                    North         East    Units  Estimated Accuracy
 GX0184;SPC VA S     - 1,115,370.    3,362,480.      MT  (+/- 180 meters Scaled)
 GX0184
 GX0184                          SUPERSEDED SURVEY CONTROL
 GX0184
 GX0184  NGVD 29 (??/??/92)  374.639  (m)         1229.13   (f) ADJ UNCH    2 0
 GX0184
 GX0184.Superseded values are not recommended for survey control.
 GX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0184.See file dsdata.txt to determine how the superseded data were derived.
 GX0184
 GX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB839355(NAD 83)
 GX0184_MARKER: DD = SURVEY DISK
 GX0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0184_STAMPING: 1126
 GX0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0184+STABILITY: SURFACE MOTION
 GX0184
 GX0184  HISTORY     - Date     Condition        Report By
 GX0184  HISTORY     - UNK      MONUMENTED       VAGS
 GX0184  HISTORY     - 1935     GOOD             NGS
 GX0184  HISTORY     - 1963     GOOD             NGS
 GX0184
 GX0184                          STATION DESCRIPTION
 GX0184
 GX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0184'5.6 MI N FROM SALEM.
 GX0184'5.6 MILES NORTH ALONG STATE HIGHWAY 311 FROM THE COUNTY COURTHOUSE
 GX0184'AT SALEM, ROANOKE COUNTY, 2.4 MILES NORTH OF THE JUNCTION OF STATE
 GX0184'HIGHWAY 116, ABOUT 270 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF
 GX0184'A 3- BY 12-FOOT BOX CULVERT, ON THE OUTSIDE OF A CURVE, 23 FEET
 GX0184'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9.5 FEET NORTHWEST OF A
 GX0184'TELEPHONE POLE.  A STATE SURVEY STANDARD DISK, STAMPED 1126 AND
 GX0184'SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES ABOVE
 GX0184'GROUND.  NOTE-- A STEEL WITNESS POST WAS SET 1 FOOT NORTHWEST OF
 GX0184'MARK.  MARK IS NOW ALONG SECONDARY STATE ROAD 864.
 GX0184
 GX0184                          STATION RECOVERY (1963)
 GX0184
 GX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0183 ***********************************************************************
 GX0183  DESIGNATION -  1127
 GX0183  PID         -  GX0183
 GX0183  STATE/COUNTY-  VA/ROANOKE
 GX0183  USGS QUAD   -  SALEM (1984)
 GX0183
 GX0183                         *CURRENT SURVEY CONTROL
 GX0183  ___________________________________________________________________
 GX0183* NAD 83(1986)-  37 19 53.     (N)    080 02 39.     (W)     SCALED    
 GX0183* NAVD 88     -       342.949  (meters)    1125.16   (feet)  ADJUSTED  
 GX0183  ___________________________________________________________________
 GX0183  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GX0183  DYNAMIC HT  -         342.665 (meters)    1124.23  (feet)  COMP
 GX0183  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GX0183
 GX0183  VERT ORDER  -  SECOND    CLASS 0
 GX0183
 GX0183.The horizontal coordinates were scaled from a topographic map and have
 GX0183.an estimated accuracy of +/- 6 seconds.
 GX0183
 GX0183.The orthometric height was determined by differential leveling
 GX0183.and adjusted by the National Geodetic Survey in June 1991..
 GX0183
 GX0183.The geoid height was determined by GEOID03.
 GX0183
 GX0183.The dynamic height is computed by dividing the NAVD 88
 GX0183.geopotential number by the normal gravity value computed on the
 GX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0183.degrees latitude (g = 980.6199 gals.).
 GX0183
 GX0183.The modeled gravity was interpolated from observed gravity values.
 GX0183
 GX0183;                    North         East    Units  Estimated Accuracy
 GX0183;SPC VA S     - 1,111,880.    3,363,160.      MT  (+/- 180 meters Scaled)
 GX0183
 GX0183                          SUPERSEDED SURVEY CONTROL
 GX0183
 GX0183  NGVD 29 (??/??/92)  343.12   (m)         1125.7    (f) COMPUTED    2 0
 GX0183
 GX0183.Superseded values are not recommended for survey control.
 GX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0183.See file dsdata.txt to determine how the superseded data were derived.
 GX0183
 GX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB846320(NAD 83)
 GX0183_MARKER: DD = SURVEY DISK
 GX0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0183_STAMPING: 1127
 GX0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0183+STABILITY: SURFACE MOTION
 GX0183
 GX0183  HISTORY     - Date     Condition        Report By
 GX0183  HISTORY     - UNK      MONUMENTED       VAGS
 GX0183  HISTORY     - 1935     GOOD             NGS
 GX0183  HISTORY     - 1963     MARK NOT FOUND   VAGS
 GX0183
 GX0183                          STATION DESCRIPTION
 GX0183
 GX0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0183'3.5 MI N FROM SALEM.
 GX0183'3.5 MILES NORTH ALONG STATE HIGHWAY 311 FROM THE COUNTY COURTHOUSE
 GX0183'AT SALEM, ROANOKE COUNTY, 0.4 MILE NORTH OF THE JUNCTION OF
 GX0183'STATE HIGHWAY 116, OPPOSITE A CREEK FLOWING OUT OF A MOUNTAIN INTO
 GX0183'MASON CREEK, ABOUT 130 YARDS SOUTH OF THE SOUTH END OF A CONCRETE
 GX0183'BRIDGE OVER MASON CREEK, AND 28 FEET WEST OF THE CENTERLINE OF THE
 GX0183'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 1127 AND SET IN
 GX0183'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 GX0183
 GX0183                          STATION RECOVERY (1963)
 GX0183
 GX0183'RECOVERY NOTE BY VIRGINIA GEODETIC SURVEY 1963
 GX0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1386 ***********************************************************************
 GW1386  DESIGNATION -  1128
 GW1386  PID         -  GW1386
 GW1386  STATE/COUNTY-  VA/FRANKLIN
 GW1386  USGS QUAD   -  BOONES MILL (1978)
 GW1386
 GW1386                         *CURRENT SURVEY CONTROL
 GW1386  ___________________________________________________________________
 GW1386* NAD 83(1986)-  37 04 26.     (N)    079 53 22.     (W)     SCALED    
 GW1386* NAVD 88     -       343.66   (+/-2cm)    1127.5    (feet)  VERTCON   
 GW1386  ___________________________________________________________________
 GW1386  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW1386
 GW1386  VERT ORDER  -  ? (See Below)
 GW1386
 GW1386.The horizontal coordinates were scaled from a topographic map and have
 GW1386.an estimated accuracy of +/- 6 seconds.
 GW1386
 GW1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1386.The vertical order pertains to the NGVD 29 superseded value.
 GW1386
 GW1386.The geoid height was determined by GEOID03.
 GW1386
 GW1386;                    North         East    Units  Estimated Accuracy
 GW1386;SPC VA S     - 1,083,090.    3,376,450.      MT  (+/- 180 meters Scaled)
 GW1386
 GW1386                          SUPERSEDED SURVEY CONTROL
 GW1386
 GW1386  NGVD 29 (??/??/92)  343.845  (m)         1128.10   (f) ADJ UNCH    ?  
 GW1386
 GW1386.Superseded values are not recommended for survey control.
 GW1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1386.See file dsdata.txt to determine how the superseded data were derived.
 GW1386
 GW1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB987036(NAD 83)
 GW1386_MARKER: DD = SURVEY DISK
 GW1386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1386_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1386_STAMPING: 1128.210 1905
 GW1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1386
 GW1386  HISTORY     - Date     Condition        Report By
 GW1386  HISTORY     - 1905     MONUMENTED       USGS
 GW1386
 GW1386                          STATION DESCRIPTION
 GW1386
 GW1386'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1386'AT WIRTZ.
 GW1386'AT WIRTZ, FRANKLIN COUNTY, ABOUT 430 FEET SOUTH OF THE SOUTH END
 GW1386'OF THE NORFOLK AND WESTERN RAILWAY STATION, ABOUT 75 FEET SOUTHEAST
 GW1386'OF A VACANT STORE OWNED BY R.L. KENT, 26 FEET SOUTH OF THE CENTER
 GW1386'OF A PAVED-ROAD CROSSING, 23 FEET WEST OF THE WEST RAIL OF THE
 GW1386'MAIN TRACK, ABOUT LEVEL WITH THE RAIL, AND ABOUT 15 INCHES UNDER
 GW1386'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GW1386'1128.210 1905 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0561 ***********************************************************************
 GY0561  DESIGNATION -  1128
 GY0561  PID         -  GY0561
 GY0561  STATE/COUNTY-  VA/DICKENSON
 GY0561  USGS QUAD   -  ELKHORN CITY (1978)
 GY0561
 GY0561                         *CURRENT SURVEY CONTROL
 GY0561  ___________________________________________________________________
 GY0561* NAD 83(1986)-  37 16 15.     (N)    082 18 17.     (W)     SCALED    
 GY0561* NAVD 88     -       343.608  (meters)    1127.32   (feet)  ADJUSTED  
 GY0561  ___________________________________________________________________
 GY0561  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY0561  DYNAMIC HT  -         343.324 (meters)    1126.39  (feet)  COMP
 GY0561  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 GY0561
 GY0561  VERT ORDER  -  SECOND    CLASS 0
 GY0561
 GY0561.The horizontal coordinates were scaled from a topographic map and have
 GY0561.an estimated accuracy of +/- 6 seconds.
 GY0561
 GY0561.The orthometric height was determined by differential leveling
 GY0561.and adjusted by the National Geodetic Survey in June 1991..
 GY0561
 GY0561.The geoid height was determined by GEOID03.
 GY0561
 GY0561.The dynamic height is computed by dividing the NAVD 88
 GY0561.geopotential number by the normal gravity value computed on the
 GY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0561.degrees latitude (g = 980.6199 gals.).
 GY0561
 GY0561.The modeled gravity was interpolated from observed gravity values.
 GY0561
 GY0561;                    North         East    Units  Estimated Accuracy
 GY0561;SPC VA S     - 1,110,840.    3,162,650.      MT  (+/- 180 meters Scaled)
 GY0561
 GY0561                          SUPERSEDED SURVEY CONTROL
 GY0561
 GY0561  NGVD 29 (??/??/92)  343.791  (m)         1127.92   (f) ADJ UNCH    2 0
 GY0561
 GY0561.Superseded values are not recommended for survey control.
 GY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0561.See file dsdata.txt to determine how the superseded data were derived.
 GY0561
 GY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB843257(NAD 83)
 GY0561_MARKER: DD = SURVEY DISK
 GY0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0561_SP_SET: CULVERT
 GY0561_STAMPING: 1128
 GY0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0561
 GY0561  HISTORY     - Date     Condition        Report By
 GY0561  HISTORY     - UNK      MONUMENTED       USGS
 GY0561  HISTORY     - 1958     GOOD             NGS
 GY0561
 GY0561                          STATION DESCRIPTION
 GY0561
 GY0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0561'6 MI N FROM ELKHORN CITY.
 GY0561'6.05 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0561'END OF THE RUSSELL TUNNEL AT HAYSI, 0.4 MILE SOUTHWEST OF
 GY0561'MILEPOST 5, 10 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GY0561'TRACK, IN TOP OF THE EAST END OF THE NORTH HEAD WALL TO A 4-FOOT
 GY0561'STONE BOX CULVERT, 1 1/2 FEET WEST OF THE EAST END OF THE HEAD
 GY0561'WALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1388 ***********************************************************************
 GW1388  DESIGNATION -  1128
 GW1388  PID         -  GW1388
 GW1388  STATE/COUNTY-  VA/FRANKLIN
 GW1388  USGS QUAD   -  BOONES MILL (1978)
 GW1388
 GW1388                         *CURRENT SURVEY CONTROL
 GW1388  ___________________________________________________________________
 GW1388* NAD 83(1986)-  37 06 55.     (N)    079 57 09.     (W)     SCALED    
 GW1388* NAVD 88     -       343.68   (+/-2cm)    1127.6    (feet)  VERTCON   
 GW1388  ___________________________________________________________________
 GW1388  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW1388
 GW1388  VERT ORDER  -  ? (See Below)
 GW1388
 GW1388.The horizontal coordinates were scaled from a topographic map and have
 GW1388.an estimated accuracy of +/- 6 seconds.
 GW1388
 GW1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1388.The vertical order pertains to the NGVD 29 superseded value.
 GW1388
 GW1388.The geoid height was determined by GEOID03.
 GW1388
 GW1388;                    North         East    Units  Estimated Accuracy
 GW1388;SPC VA S     - 1,087,770.    3,370,920.      MT  (+/- 180 meters Scaled)
 GW1388
 GW1388                          SUPERSEDED SURVEY CONTROL
 GW1388
 GW1388  NGVD 29 (??/??/92)  343.862  (m)         1128.15   (f) ADJ UNCH    ?  
 GW1388
 GW1388.Superseded values are not recommended for survey control.
 GW1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1388.See file dsdata.txt to determine how the superseded data were derived.
 GW1388
 GW1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB930081(NAD 83)
 GW1388_MARKER: DD = SURVEY DISK
 GW1388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1388_STAMPING: 1128
 GW1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1388
 GW1388  HISTORY     - Date     Condition        Report By
 GW1388  HISTORY     - UNK      MONUMENTED       USGS
 GW1388  HISTORY     - 1934     GOOD             NWRR
 GW1388
 GW1388                          STATION DESCRIPTION
 GW1388
 GW1388'DESCRIBED BY NORFOLK AND WESTERN RR 1934
 GW1388'AT BOONES MILL.
 GW1388'NOTE-- 1128 (U.S.G.S.) - AT BOONES MILL, FRANKLIN COUNTY, ABOUT
 GW1388'60 FEET NORTHEAST OF THE NORFOLK AND WESTERN RAILWAY STATION,
 GW1388'OPPOSITE THE STORE OWNED IN 1905 BY C.W. MILLS AND NOW OWNED BY
 GW1388'L.M. BUSSEY, AND 50 FEET SOUTH OF A ROAD.  A UNITED STATES GEOLOGICAL
 GW1388'SURVEY STANDARD CAP, STAMPED 1128 AND RIVITED ON THE TOP OF A
 GW1388'3 1/2 INCH IRON PIPE.  (343.896 METERS OR 1,128.265 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0182 ***********************************************************************
 GX0182  DESIGNATION -  1128
 GX0182  PID         -  GX0182
 GX0182  STATE/COUNTY-  VA/ROANOKE
 GX0182  USGS QUAD   -  SALEM (1984)
 GX0182
 GX0182                         *CURRENT SURVEY CONTROL
 GX0182  ___________________________________________________________________
 GX0182* NAD 83(1986)-  37 19 40.     (N)    080 02 27.     (W)     SCALED    
 GX0182* NAVD 88     -       340.471  (meters)    1117.03   (feet)  ADJUSTED  
 GX0182  ___________________________________________________________________
 GX0182  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GX0182  DYNAMIC HT  -         340.189 (meters)    1116.10  (feet)  COMP
 GX0182  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GX0182
 GX0182  VERT ORDER  -  SECOND    CLASS 0
 GX0182
 GX0182.The horizontal coordinates were scaled from a topographic map and have
 GX0182.an estimated accuracy of +/- 6 seconds.
 GX0182
 GX0182.The orthometric height was determined by differential leveling
 GX0182.and adjusted by the National Geodetic Survey in June 1991..
 GX0182
 GX0182.The geoid height was determined by GEOID03.
 GX0182
 GX0182.The dynamic height is computed by dividing the NAVD 88
 GX0182.geopotential number by the normal gravity value computed on the
 GX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0182.degrees latitude (g = 980.6199 gals.).
 GX0182
 GX0182.The modeled gravity was interpolated from observed gravity values.
 GX0182
 GX0182;                    North         East    Units  Estimated Accuracy
 GX0182;SPC VA S     - 1,111,470.    3,363,450.      MT  (+/- 180 meters Scaled)
 GX0182
 GX0182                          SUPERSEDED SURVEY CONTROL
 GX0182
 GX0182  NGVD 29 (??/??/92)  340.643  (m)         1117.59   (f) ADJ UNCH    2 0
 GX0182
 GX0182.Superseded values are not recommended for survey control.
 GX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0182.See file dsdata.txt to determine how the superseded data were derived.
 GX0182
 GX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB849316(NAD 83)
 GX0182_MARKER: DD = SURVEY DISK
 GX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0182_STAMPING: 1128
 GX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0182+STABILITY: SURFACE MOTION
 GX0182
 GX0182  HISTORY     - Date     Condition        Report By
 GX0182  HISTORY     - UNK      MONUMENTED       VAGS
 GX0182  HISTORY     - 1960     GOOD             NGS
 GX0182  HISTORY     - 1963     GOOD             NGS
 GX0182
 GX0182                          STATION DESCRIPTION
 GX0182
 GX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GX0182'2.8 MI NE FROM SALEM.
 GX0182'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 311 FROM THE JUNCTION OF
 GX0182'HIGHWAY 311 AND U.S. HIGHWAY 460 (MAIN ST.) IN SALEM, THENCE ABOUT
 GX0182'0.05 MILE NORTHEAST ALONG STATE HIGHWAY 116, AT THE JUNCTION OF
 GX0182'STATE HIGHWAY 116 AND ROAD 863 LEADING NORTHWEST, ACROSS THE
 GX0182'STREET FROM THE HINCHEE AND HINCHEE STORE AND GAS STATION AT
 GX0182'HANGING ROCK, 36 FEET NORTH OF THE NORTH CORNER OF THE HWY. 116
 GX0182'BRIDGE OVER MASONS CREEK, 24 FEET WEST OF THE CENTERLINE OF ROAD
 GX0182'863, AND 12 FEET SOUTHEAST OF THE CENTERLINE OF A 3 FT. BY 3 FT.
 GX0182'BOX CULVERT UNDER ROAD 863, SET IN THE TOP OF A CONCRETE POST
 GX0182'PROJECTING ABOUT 12 INCHES.  NOTE-- STATE HIGHWAY 311 HAS BEEN
 GX0182'RE-LOCATED IN THE VICINITY OF HANGING ROCK.
 GX0182
 GX0182                          STATION RECOVERY (1963)
 GX0182
 GX0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0712 ***********************************************************************
 HW0712  DESIGNATION -  1128.37
 HW0712  PID         -  HW0712
 HW0712  STATE/COUNTY-  VA/ROCKINGHAM
 HW0712  USGS QUAD   -  GROTTOES (1987)
 HW0712
 HW0712                         *CURRENT SURVEY CONTROL
 HW0712  ___________________________________________________________________
 HW0712* NAD 83(1986)-  38 15 51.     (N)    078 49 13.     (W)     SCALED    
 HW0712* NAVD 88     -       344.431  (meters)    1130.02   (feet)  ADJUSTED  
 HW0712  ___________________________________________________________________
 HW0712  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0712  DYNAMIC HT  -         344.177 (meters)    1129.19  (feet)  COMP
 HW0712  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 HW0712
 HW0712  VERT ORDER  -  SECOND    CLASS 0
 HW0712
 HW0712.The horizontal coordinates were scaled from a topographic map and have
 HW0712.an estimated accuracy of +/- 6 seconds.
 HW0712
 HW0712.The orthometric height was determined by differential leveling
 HW0712.and adjusted by the National Geodetic Survey in June 1991..
 HW0712
 HW0712.The geoid height was determined by GEOID03.
 HW0712
 HW0712.The dynamic height is computed by dividing the NAVD 88
 HW0712.geopotential number by the normal gravity value computed on the
 HW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0712.degrees latitude (g = 980.6199 gals.).
 HW0712
 HW0712.The modeled gravity was interpolated from observed gravity values.
 HW0712
 HW0712;                    North         East    Units  Estimated Accuracy
 HW0712;SPC VA N     - 2,066,370.    3,471,970.      MT  (+/- 180 meters Scaled)
 HW0712
 HW0712                          SUPERSEDED SURVEY CONTROL
 HW0712
 HW0712  NGVD 29 (??/??/92)  344.609  (m)         1130.60   (f) ADJ UNCH    2 0
 HW0712
 HW0712.Superseded values are not recommended for survey control.
 HW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0712.See file dsdata.txt to determine how the superseded data were derived.
 HW0712
 HW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC906373(NAD 83)
 HW0712_MARKER: Q = CHISELED SQUARE
 HW0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0712_SP_SET: ABUTMENT
 HW0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0712
 HW0712  HISTORY     - Date     Condition        Report By
 HW0712  HISTORY     - UNK      MONUMENTED       USGS
 HW0712  HISTORY     - 1935     GOOD             NGS
 HW0712  HISTORY     - 1942     GOOD             NGS
 HW0712  HISTORY     - 19971013 GOOD             USPSQD
 HW0712
 HW0712                          STATION DESCRIPTION
 HW0712
 HW0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0712'1.9 MI S FROM PORT REPUBLIC.
 HW0712'1.9 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0712'STATION AT PORT RPUBLIC, ROCKINGHAM COUNTY, 34 FEET NORTH OF
 HW0712'MILEPOST 129, AT TRESTLE 496, ON THE TOP OF THE NORTH CONCRETE
 HW0712'ABUTMENT, 3 INCHES WEST OF RV 21, DESCRIBED ABOVE AND 8 FEET
 HW0712'EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 HW0712
 HW0712                          STATION RECOVERY (1942)
 HW0712
 HW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0712'RECOVERED IN GOOD CONDITION.
 HW0712
 HW0712                          STATION RECOVERY (1997)
 HW0712
 HW0712'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1440 ***********************************************************************
 GW1440  DESIGNATION -  113
 GW1440  PID         -  GW1440
 GW1440  STATE/COUNTY-  VA/ROANOKE
 GW1440  USGS QUAD   -  ROANOKE (1984)
 GW1440
 GW1440                         *CURRENT SURVEY CONTROL
 GW1440  ___________________________________________________________________
 GW1440* NAD 83(1986)-  37 18 05.     (N)    079 53 36.     (W)     SCALED    
 GW1440* NAVD 88     -       304.683  (meters)     999.61   (feet)  POSTED    
 GW1440  ___________________________________________________________________
 GW1440  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW1440  DYNAMIC HT  -         304.430 (meters)     998.78  (feet)  COMP
 GW1440  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 GW1440
 GW1440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1440
 GW1440.The horizontal coordinates were scaled from a topographic map and have
 GW1440.an estimated accuracy of +/- 6 seconds.
 GW1440
 GW1440.The orthometric height was determined by differential leveling
 GW1440.and adjusted by the National Geodetic Survey in 1992..
 GW1440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1440.rate of 0.0 thru 1.0 mm/km.
 GW1440
 GW1440.The geoid height was determined by GEOID03.
 GW1440
 GW1440.The dynamic height is computed by dividing the NAVD 88
 GW1440.geopotential number by the normal gravity value computed on the
 GW1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1440.degrees latitude (g = 980.6199 gals.).
 GW1440
 GW1440.The modeled gravity was interpolated from observed gravity values.
 GW1440
 GW1440;                    North         East    Units  Estimated Accuracy
 GW1440;SPC VA S     - 1,108,340.    3,376,480.      MT  (+/- 180 meters Scaled)
 GW1440
 GW1440                          SUPERSEDED SURVEY CONTROL
 GW1440
 GW1440  NGVD 29 (??/??/92)  304.876  (m)         1000.25   (f) ADJ UNCH    2 0
 GW1440
 GW1440.Superseded values are not recommended for survey control.
 GW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1440.See file dsdata.txt to determine how the superseded data were derived.
 GW1440
 GW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB980288(NAD 83)
 GW1440_MARKER: DD = SURVEY DISK
 GW1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1440_SP_SET: CULVERT
 GW1440_STAMPING: 113 WSW 1000 1960
 GW1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1440
 GW1440  HISTORY     - Date     Condition        Report By
 GW1440  HISTORY     - 1960     MONUMENTED       USGS
 GW1440  HISTORY     - 1964     GOOD             NGS
 GW1440
 GW1440                          STATION DESCRIPTION
 GW1440
 GW1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1440'1.9 MI W FROM BONSACK.
 GW1440'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE BONSACK
 GW1440'METHODIST CHURCH, 2.7 MILES EAST OF ROANOKE, TO THE MARK SET IN
 GW1440'THE TOP OF THE NORTHWEST WINGWALL OF A BOX CULVERT, 41 FEET
 GW1440'NORTHWEST OF APPROXIMATE CENTER OF JUNCTION OF U.S. HIGHWAY
 GW1440'460 AND COUNTY ROAD 653, 30 FEET WEST OF THE APPROXIMATE CENTER
 GW1440'OF HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6021 ***********************************************************************
 GV6021  DESIGNATION -  113
 GV6021  PID         -  GV6021
 GV6021  STATE/COUNTY-  VA/YORK
 GV6021  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6021
 GV6021                         *CURRENT SURVEY CONTROL
 GV6021  ___________________________________________________________________
 GV6021* NAD 83(1993)-  37 07 27.35133(N)    076 25 12.73269(W)     ADJUSTED  
 GV6021* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 GV6021  ___________________________________________________________________
 GV6021  X           -   1,195,517.416 (meters)                     COMP
 GV6021  Y           -  -4,949,312.132 (meters)                     COMP
 GV6021  Z           -   3,828,377.796 (meters)                     COMP
 GV6021  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV6021  ELLIP HEIGHT-         -33.30  (meters)          (06/04/02) GPS OBS
 GV6021  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 GV6021
 GV6021  HORZ ORDER  -  SECOND
 GV6021  ELLP ORDER  -  FOURTH    CLASS II
 GV6021
 GV6021.The horizontal coordinates were established by GPS observations
 GV6021.and adjusted by the National Geodetic Survey in September 1995..
 GV6021
 GV6021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6021
 GV6021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6021
 GV6021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6021
 GV6021.The ellipsoidal height was determined by GPS observations
 GV6021.and is referenced to NAD 83.
 GV6021
 GV6021.The geoid height was determined by GEOID03.
 GV6021
 GV6021;                    North         East     Units Scale Factor Converg.
 GV6021;SPC VA S     - 1,089,808.703 3,684,801.079   MT  0.99995436   +1 15 44.2
 GV6021;SPC VA S     - 3,575,480.72 12,089,218.21   sFT  0.99995436   +1 15 44.2
 GV6021;UTM  18      - 4,109,601.368   373,838.268   MT  0.99979607   -0 51 26.2
 GV6021
 GV6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6021!SPC VA S     -   1.00000523  x   0.99995436  =   0.99995959
 GV6021!UTM  18      -   1.00000523  x   0.99979607  =   0.99980129
 GV6021
 GV6021:                Primary Azimuth Mark                     Grid Az
 GV6021:SPC VA S     -  114                                      356 50 22.1
 GV6021:UTM  18      -  114                                      358 57 32.5
 GV6021
 GV6021|---------------------------------------------------------------------|
 GV6021| PID    Reference Object                     Distance      Geod. Az  |
 GV6021|                                                           dddmmss.s |
 GV6021| GV6022 114                                 APPROX. 0.6 KM 3580606.3 |
 GV6021|---------------------------------------------------------------------|
 GV6021
 GV6021                          SUPERSEDED SURVEY CONTROL
 GV6021
 GV6021  ELLIP H (09/08/95)  -33.22   (m)                       GP(       ) 4 2
 GV6021  NAD 83(1986)-  37 07 27.36107(N)    076 25 12.76489(W) AD(       ) 2
 GV6021  NGVD 29 (12/05/90)    3.4    (m)           11.     (f) GPS OBS        
 GV6021
 GV6021.Superseded values are not recommended for survey control.
 GV6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6021.See file dsdata.txt to determine how the superseded data were derived.
 GV6021
 GV6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7383809601(NAD 83)
 GV6021_MARKER: DD = SURVEY DISK
 GV6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6021_SP_SET: CONCRETE POST
 GV6021_STAMPING: STATION NO. 113
 GV6021_MARK LOGO: VA-199
 GV6021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6021+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6021
 GV6021  HISTORY     - Date     Condition        Report By
 GV6021  HISTORY     - 1988     MONUMENTED       BSC
 GV6021
 GV6021                          STATION DESCRIPTION
 GV6021
 GV6021'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6021'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6021'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6021'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6021'2.7 KM (1.70 MI) TO THE INTERSECTION WITH ROUTE 706 (YORKTOWN ROAD).
 GV6021'TURN LEFT AND PROCEED NORTH ALONG ROUTE 706 FOR APPROXIMATELY 0.20 KM
 GV6021'(0.10 MI) TO THE STATION ON THE RIGHT.
 GV6021'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6021'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6021'INTERSECTION OF ROUTES 706 (YORKTOWN ROAD) ANF 606 (CALTHROP NECK
 GV6021'ROAD), 4.05 M (13.3 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 606,
 GV6021'13.72 M (45.0 FT) SOUTH OF UTILITY POLE WO-06.  LOCATION OF REFERENCE
 GV6021'MARKS RELATIVE TO THE MAIN STATION
 GV6021'BEARING             DISTANCE
 GV6021'RM 1    S15 01 59E       22.74 M (74.6 FT)
 GV6021'RM 2    S68 10 44W       21.70 M (71.2 FT)
 GV6021'RM 3    N11 20 55W       464.29 M (1523.3 FT)
 GV6021'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6021'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6021'1.IT IS LOCATED 5.18 M (17.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6021'ROUTE 606 (CALTHROP NECK ROAD), 3.35 M (11.0 FT) SOUTHWEST OF UTILITY
 GV6021'POLE WO-54.
 GV6021'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6021'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6021'2.  IT IS LOCATED 5.79 M (19.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6021'706 (YORKTOWN ROAD), 7.62 M (25.0 FT) WEST OF THE STREET SIGN.
 GV6021'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6021'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6021'3.  IT IS LOCATED 3.66 M (12.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6021'ROUTE 606 (CALTHROP NECK ROAD), 15.39 M (50.5 FT) T) SOUTHEAST OF
 GV6021'UTILITY POLE VC-34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5565 ***********************************************************************
 GV5565  DESIGNATION -  113 C OF R 1972
 GV5565  PID         -  GV5565
 GV5565  STATE/COUNTY-  VA/C OF RICHMOND
 GV5565  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5565
 GV5565                         *CURRENT SURVEY CONTROL
 GV5565  ___________________________________________________________________
 GV5565* NAD 83(1993)-  37 28 43.55872(N)    077 28 06.43997(W)     ADJUSTED  
 GV5565* NAVD 88     -        50.33   (+/-2cm)     165.1    (feet)  VERTCON   
 GV5565  ___________________________________________________________________
 GV5565  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5565  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5565
 GV5565  HORZ ORDER  -  SECOND
 GV5565  VERT ORDER  -  THIRD ? (See Below)
 GV5565
 GV5565.The horizontal coordinates were established by classical geodetic methods
 GV5565.and adjusted by the National Geodetic Survey in September 1995..
 GV5565
 GV5565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5565.The vertical order pertains to the NGVD 29 superseded value.
 GV5565
 GV5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5565
 GV5565.The geoid height was determined by GEOID03.
 GV5565
 GV5565;                    North         East     Units Scale Factor Converg.
 GV5565;SPC VA S     - 1,127,613.159 3,591,233.974   MT  0.99994728   +0 37 33.9
 GV5565;SPC VA S     - 3,699,510.84 11,782,240.13   sFT  0.99994728   +0 37 33.9
 GV5565;UTM  18      - 4,150,847.495   281,733.573   MT  1.00018686   -1 30 09.2
 GV5565
 GV5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5565!SPC VA S     -   0.99999729  x   0.99994728  =   0.99994457
 GV5565!UTM  18      -   0.99999729  x   1.00018686  =   1.00018415
 GV5565
 GV5565:                Primary Azimuth Mark                     Grid Az
 GV5565:SPC VA S     -  112 C OF R 1972                          014 39 26.1
 GV5565:UTM  18      -  112 C OF R 1972                          016 47 09.2
 GV5565
 GV5565|---------------------------------------------------------------------|
 GV5565| PID    Reference Object                     Distance      Geod. Az  |
 GV5565|                                                           dddmmss.s |
 GV5565| GV5562 112 C OF R 1972                     APPROX. 0.5 KM 0151700.0 |
 GV5565| GV5564 114 C OF R 1972                     239.899 METERS 17356     |
 GV5565|---------------------------------------------------------------------|
 GV5565
 GV5565                          SUPERSEDED SURVEY CONTROL
 GV5565
 GV5565  NAD 83(1993)-  37 28 43.55870(N)    077 28 06.43989(W) AD(       ) 2
 GV5565  NAD 83(1986)-  37 28 43.56505(N)    077 28 06.45691(W) AD(       ) 2
 GV5565  NAD 27      -  37 28 43.03414(N)    077 28 07.51104(W) AD(       ) 2
 GV5565  NGVD 29 (07/19/86)   50.64   (m)          166.1    (f) LEVELING    3  
 GV5565
 GV5565.Superseded values are not recommended for survey control.
 GV5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5565.See file dsdata.txt to determine how the superseded data were derived.
 GV5565
 GV5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8173450847(NAD 83)
 GV5565_MARKER: Z = SEE DESCRIPTION
 GV5565_SETTING: 0 = UNSPECIFIED SETTING
 GV5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5565
 GV5565  HISTORY     - Date     Condition        Report By
 GV5565  HISTORY     - 1972     MONUMENTED       VA2060
 GV5565  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV5565  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5565  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5565
 GV5565                          STATION DESCRIPTION
 GV5565
 GV5565'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5565'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5565'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5565'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5565'MILES TO INTERSECTION WITH HOPKINS RD., THENCE NORTH ON
 GV5565'HOPKINS RD. 0.55 MILE TO POINT NO. 113.
 GV5565'
 GV5565'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5565'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5565'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5565'ABOUT 8 INCHES BELOW GROUND LEVEL.
 GV5565'
 GV5565'19.7 FEET E. OF C/L OF POMPEY SPRINGS RD., 5.0 FEET N.E. OF VEPCO
 GV5565'POLE NO. SO19, 18.4 FEET N.W. OF C/L OF HOPKINS RD., 50.0 FEET W. OF
 GV5565'VEPCO POLE NO. 5027.
 GV5565'
 GV5565'NEAREST TOWN--RICHMOND.
 GV5565
 GV5565                          STATION RECOVERY (1995)
 GV5565
 GV5565'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5565'MARK NOT FOUND.
 GV5565
 GV5565                          STATION RECOVERY (1999)
 GV5565
 GV5565'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5565'MARK NOT FOUND.
 GV5565
 GV5565                          STATION RECOVERY (2004)
 GV5565
 GV5565'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0798 ***********************************************************************
 GV0798  DESIGNATION -  113 USGS
 GV0798  PID         -  GV0798
 GV0798  STATE/COUNTY-  VA/SURRY
 GV0798  USGS QUAD   -  CLAREMONT (1986)
 GV0798
 GV0798                         *CURRENT SURVEY CONTROL
 GV0798  ___________________________________________________________________
 GV0798* NAD 83(1986)-  37 11 00.     (N)    076 55 32.     (W)     SCALED    
 GV0798* NAVD 88     -        33.541  (meters)     110.04   (feet)  POSTED    
 GV0798  ___________________________________________________________________
 GV0798  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 GV0798  DYNAMIC HT  -          33.520 (meters)     109.97  (feet)  COMP
 GV0798  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 GV0798
 GV0798  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0798
 GV0798.The horizontal coordinates were scaled from a topographic map and have
 GV0798.an estimated accuracy of +/- 6 seconds.
 GV0798
 GV0798.The orthometric height was determined by differential leveling
 GV0798.and adjusted by the National Geodetic Survey in 1992..
 GV0798.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0798.rate of 0.0 thru 1.0 mm/km.
 GV0798
 GV0798.The geoid height was determined by GEOID03.
 GV0798
 GV0798.The dynamic height is computed by dividing the NAVD 88
 GV0798.geopotential number by the normal gravity value computed on the
 GV0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0798.degrees latitude (g = 980.6199 gals.).
 GV0798
 GV0798.The modeled gravity was interpolated from observed gravity values.
 GV0798
 GV0798;                    North         East    Units  Estimated Accuracy
 GV0798;SPC VA S     - 1,095,490.    3,639,790.      MT  (+/- 180 meters Scaled)
 GV0798
 GV0798                          SUPERSEDED SURVEY CONTROL
 GV0798
 GV0798  NGVD 29 (??/??/??)   33.908  (m)          111.25   (f) ADJUSTED    3 0
 GV0798
 GV0798.Superseded values are not recommended for survey control.
 GV0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0798.See file dsdata.txt to determine how the superseded data were derived.
 GV0798
 GV0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG290169(NAD 83)
 GV0798_MARKER: DD = SURVEY DISK
 GV0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0798_STAMPING: USGS 113 1917
 GV0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0798
 GV0798  HISTORY     - Date     Condition        Report By
 GV0798  HISTORY     - 1917     MONUMENTED       USGS
 GV0798  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV0798  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0798  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0798
 GV0798                          STATION DESCRIPTION
 GV0798
 GV0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0798'8.1 MI NW FROM SURRY.
 GV0798'ORIGINAL DESCRIPTION-- 8.1 MILES NORTHWEST OF SURRY, SURRY COUNTY.
 GV0798'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 GV0798'1.0 MILE NORTH ALONG STATE HIGHWAY 31, THENCE 1.9 MILES WEST
 GV0798'ALONG SECONDARY STATE HIGHWAY 620, THENCE 1.6 MILES NORTH ALONG
 GV0798'SECONDARY STATE HIGHWAY 618, AND THENCE 3.6 MILES WEST ALONG
 GV0798'SECONDARY STATE HIGHWAY 610.  IT IS AT THE JUNCTION OF SECONDARY
 GV0798'STATE HIGHWAY 626, 29 FEET SOUTH OF THE CENTER LINE OF SECONDARY
 GV0798'STATE HIGHWAY 610, 15 FEET WEST OF SECONDARY STATE HIGHWAY 626,
 GV0798'AND 22 FEET NORTH OF A 26-INCH PINE TREE.  A UNITED STATES
 GV0798'GEOLOGICAL SURVEY STANDARD DISK, STAMPED USGS 113 1917 AND SET
 GV0798'IN THE TOP OF AN IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.
 GV0798
 GV0798                          STATION RECOVERY (1997)
 GV0798
 GV0798'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0798'MARK NOT FOUND.
 GV0798
 GV0798                          STATION RECOVERY (2002)
 GV0798
 GV0798'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1606 ***********************************************************************
 GV1606  DESIGNATION -  113 USGS
 GV1606  PID         -  GV1606
 GV1606  STATE/COUNTY-  VA/SUSSEX
 GV1606  USGS QUAD   -  DISPUTANTA SOUTH (1981)
 GV1606
 GV1606                         *CURRENT SURVEY CONTROL
 GV1606  ___________________________________________________________________
 GV1606* NAD 83(1986)-  37 03 50.     (N)    077 08 11.     (W)     SCALED    
 GV1606* NAVD 88     -        34.017  (meters)     111.60   (feet)  POSTED    
 GV1606  ___________________________________________________________________
 GV1606  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 GV1606  DYNAMIC HT  -          33.990 (meters)     111.52  (feet)  COMP
 GV1606  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 GV1606
 GV1606  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV1606
 GV1606.The horizontal coordinates were scaled from a topographic map and have
 GV1606.an estimated accuracy of +/- 6 seconds.
 GV1606
 GV1606.The orthometric height was determined by differential leveling
 GV1606.and adjusted by the National Geodetic Survey in 1992..
 GV1606.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV1606.rate of 1.1 thru 2.0 mm/km.
 GV1606
 GV1606.The geoid height was determined by GEOID03.
 GV1606
 GV1606.The dynamic height is computed by dividing the NAVD 88
 GV1606.geopotential number by the normal gravity value computed on the
 GV1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1606.degrees latitude (g = 980.6199 gals.).
 GV1606
 GV1606.The modeled gravity was interpolated from observed gravity values.
 GV1606
 GV1606;                    North         East    Units  Estimated Accuracy
 GV1606;SPC VA S     - 1,081,950.    3,621,270.      MT  (+/- 180 meters Scaled)
 GV1606
 GV1606                          SUPERSEDED SURVEY CONTROL
 GV1606
 GV1606  NGVD 29 (??/??/??)   34.353  (m)          112.71   (f) ADJUSTED    1 2
 GV1606
 GV1606.Superseded values are not recommended for survey control.
 GV1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1606.See file dsdata.txt to determine how the superseded data were derived.
 GV1606
 GV1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG100040(NAD 83)
 GV1606_MARKER: DD = SURVEY DISK
 GV1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1606_SP_SET: CULVERT
 GV1606_STAMPING: 112.713 113 VA 1917
 GV1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1606
 GV1606  HISTORY     - Date     Condition        Report By
 GV1606  HISTORY     - 1917     MONUMENTED       USGS
 GV1606  HISTORY     - 1932     GOOD             CGS
 GV1606  HISTORY     - 1963     GOOD             CGS
 GV1606  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 GV1606  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1606
 GV1606                          STATION DESCRIPTION
 GV1606
 GV1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1606'2.9 MI NW FROM WAVERLY.
 GV1606'2.9 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1606'THE STATION AT WAVERLY, SUSSEX COUNTY, 1.4 MILES SOUTHEAST OF THE
 GV1606'OVERHEAD CROSSING OF A COUNTY ROAD, 310 FEET NORTHWEST OF MILEPOST
 GV1606'62, AT A 2-FOOT CAST-IRON PIPE CULVERT, IN THE CENTER OF THE TOP
 GV1606'OF THE SOUTHWEST HEADWALL, AND ON THE SOUTHWEST SIDE OF THE TRACK.
 GV1606'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 112.713
 GV1606'113 VA 1917.
 GV1606
 GV1606                          STATION RECOVERY (1963)
 GV1606
 GV1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1606'RECOVERED IN GOOD CONDITION.
 GV1606
 GV1606                          STATION RECOVERY (1997)
 GV1606
 GV1606'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1606'MARK NOT FOUND.
 GV1606
 GV1606                          STATION RECOVERY (2002)
 GV1606
 GV1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1606'CULVERT FOUND HOWEVER IT IS NOW CONCRETE NOT CAST IRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1387 ***********************************************************************
 GW1387  DESIGNATION -  1131
 GW1387  PID         -  GW1387
 GW1387  STATE/COUNTY-  VA/FRANKLIN
 GW1387  USGS QUAD   -  BOONES MILL (1978)
 GW1387
 GW1387                         *CURRENT SURVEY CONTROL
 GW1387  ___________________________________________________________________
 GW1387* NAD 83(1986)-  37 06 20.     (N)    079 54 46.     (W)     SCALED    
 GW1387* NAVD 88     -       344.43   (+/-2cm)    1130.0    (feet)  VERTCON   
 GW1387  ___________________________________________________________________
 GW1387  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW1387
 GW1387  VERT ORDER  -  ? (See Below)
 GW1387
 GW1387.The horizontal coordinates were scaled from a topographic map and have
 GW1387.an estimated accuracy of +/- 6 seconds.
 GW1387
 GW1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1387.The vertical order pertains to the NGVD 29 superseded value.
 GW1387
 GW1387.The geoid height was determined by GEOID03.
 GW1387
 GW1387;                    North         East    Units  Estimated Accuracy
 GW1387;SPC VA S     - 1,086,640.    3,374,430.      MT  (+/- 180 meters Scaled)
 GW1387
 GW1387                          SUPERSEDED SURVEY CONTROL
 GW1387
 GW1387  NGVD 29 (??/??/92)  344.621  (m)         1130.64   (f) ADJ UNCH    ?  
 GW1387
 GW1387.Superseded values are not recommended for survey control.
 GW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1387.See file dsdata.txt to determine how the superseded data were derived.
 GW1387
 GW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB966071(NAD 83)
 GW1387_MARKER: DD = SURVEY DISK
 GW1387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1387_SP_SET: TRESTLE
 GW1387_STAMPING: 1905
 GW1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1387
 GW1387  HISTORY     - Date     Condition        Report By
 GW1387  HISTORY     - 1905     MONUMENTED       USGS
 GW1387
 GW1387                          STATION DESCRIPTION
 GW1387
 GW1387'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1387'2.5 MI SE FROM BOONES MILL.
 GW1387'ABOUT 2.5 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GW1387'FROM BOONES MILL, FRANKLIN COUNTY, ABOUT 500 FEET NORTHWEST OF
 GW1387'MILEPOST 23, ABOUT 500 FEET SOUTHWEST OF A ROAD, AT TRESTLE 1819,
 GW1387'AT THE NORTHWEST ABUTMENT, AND IN THE NORTHEAST END OF THE BACK
 GW1387'WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GW1387'1905.  NOTE-- IT WAS REPORTED IN 1935 THAT THE FACE OF THE DISK
 GW1387'HAD BEEN MUTILATED AND THAT PART OF THE STAMPING WAS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1343 ***********************************************************************
 GW1343  DESIGNATION -  1133 USGS RESET 1917
 GW1343  PID         -  GW1343
 GW1343  STATE/COUNTY-  VA/ROANOKE
 GW1343  USGS QUAD   -  ROANOKE (1984)
 GW1343
 GW1343                         *CURRENT SURVEY CONTROL
 GW1343  ___________________________________________________________________
 GW1343* NAD 83(1986)-  37 21 57.     (N)    079 54 16.     (W)     SCALED    
 GW1343* NAVD 88     -       349.178  (meters)    1145.59   (feet)  ADJUSTED  
 GW1343  ___________________________________________________________________
 GW1343  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1343  DYNAMIC HT  -         348.891 (meters)    1144.65  (feet)  COMP
 GW1343  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 GW1343
 GW1343  VERT ORDER  -  FIRST     CLASS II
 GW1343
 GW1343.The horizontal coordinates were scaled from a topographic map and have
 GW1343.an estimated accuracy of +/- 6 seconds.
 GW1343
 GW1343.The orthometric height was determined by differential leveling
 GW1343.and adjusted by the National Geodetic Survey in June 1991..
 GW1343
 GW1343.The geoid height was determined by GEOID03.
 GW1343
 GW1343.The dynamic height is computed by dividing the NAVD 88
 GW1343.geopotential number by the normal gravity value computed on the
 GW1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1343.degrees latitude (g = 980.6199 gals.).
 GW1343
 GW1343.The modeled gravity was interpolated from observed gravity values.
 GW1343
 GW1343;                    North         East    Units  Estimated Accuracy
 GW1343;SPC VA S     - 1,115,510.    3,375,600.      MT  (+/- 180 meters Scaled)
 GW1343
 GW1343                          SUPERSEDED SURVEY CONTROL
 GW1343
 GW1343  NGVD 29 (??/??/92)  349.373  (m)         1146.23   (f) ADJ UNCH    1 2
 GW1343
 GW1343.Superseded values are not recommended for survey control.
 GW1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1343.See file dsdata.txt to determine how the superseded data were derived.
 GW1343
 GW1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB970360(NAD 83)
 GW1343_MARKER: DD = SURVEY DISK
 GW1343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1343_STAMPING: 1146.180 1905
 GW1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1343
 GW1343  HISTORY     - Date     Condition        Report By
 GW1343  HISTORY     - 1917     MONUMENTED       NWRR
 GW1343  HISTORY     - 1960     GOOD             NGS
 GW1343  HISTORY     - 20051125 MARK NOT FOUND   USPSQD
 GW1343
 GW1343                          STATION DESCRIPTION
 GW1343
 GW1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GW1343'AT CLOVERDALE.
 GW1343'AT THE NORFOLK AND WESTERN RAILWAY STATION IN CLOVERDALE, 260
 GW1343'FEET NORTHEAST OF THE NORTH CORNER OF THE STATION, 21.1 FEET
 GW1343'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 18 FEET WEST
 GW1343'OF THE CENTER OF BLOCK SIGNAL L 12S AND L 12M, 13 FEET SOUTHEAST
 GW1343'OF THE CENTERLINE OF A GRAVEL ROAD WHICH PARALLELS THE TRACK, 3
 GW1343'FEET NORTHWEST OF THE CENTER OF A DITCH, 1 FOOT SOUTHEAST OF A
 GW1343'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 GW1343'RIVITED ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS ABOUT 3
 GW1343'INCHES.
 GW1343
 GW1343                          STATION RECOVERY (2005)
 GW1343
 GW1343'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GW1343'SIGNAL TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1744 ***********************************************************************
 GW1744  DESIGNATION -  1139
 GW1744  PID         -  GW1744
 GW1744  STATE/COUNTY-  VA/BOTETOURT
 GW1744  USGS QUAD   -  SALISBURY (1985)
 GW1744
 GW1744                         *CURRENT SURVEY CONTROL
 GW1744  ___________________________________________________________________
 GW1744* NAD 83(1986)-  37 33 23.     (N)    079 50 49.     (W)     SCALED    
 GW1744* NAVD 88     -       346.931  (meters)    1138.22   (feet)  ADJUSTED  
 GW1744  ___________________________________________________________________
 GW1744  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1744  DYNAMIC HT  -         346.651 (meters)    1137.30  (feet)  COMP
 GW1744  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 GW1744
 GW1744  VERT ORDER  -  SECOND    CLASS 0
 GW1744
 GW1744.The horizontal coordinates were scaled from a topographic map and have
 GW1744.an estimated accuracy of +/- 6 seconds.
 GW1744
 GW1744.The orthometric height was determined by differential leveling
 GW1744.and adjusted by the National Geodetic Survey in June 1991..
 GW1744
 GW1744.The geoid height was determined by GEOID03.
 GW1744
 GW1744.The dynamic height is computed by dividing the NAVD 88
 GW1744.geopotential number by the normal gravity value computed on the
 GW1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1744.degrees latitude (g = 980.6199 gals.).
 GW1744
 GW1744.The modeled gravity was interpolated from observed gravity values.
 GW1744
 GW1744;                    North         East    Units  Estimated Accuracy
 GW1744;SPC VA S     - 1,136,580.    3,381,000.      MT  (+/- 180 meters Scaled)
 GW1744
 GW1744                          SUPERSEDED SURVEY CONTROL
 GW1744
 GW1744  NGVD 29 (??/??/92)  347.117  (m)         1138.83   (f) ADJ UNCH    2 0
 GW1744
 GW1744.Superseded values are not recommended for survey control.
 GW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1744.See file dsdata.txt to determine how the superseded data were derived.
 GW1744
 GW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB018572(NAD 83)
 GW1744_MARKER: DD = SURVEY DISK
 GW1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1744_STAMPING: 33 RHP 1139 1959
 GW1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1744+STABILITY: SURFACE MOTION
 GW1744
 GW1744  HISTORY     - Date     Condition        Report By
 GW1744  HISTORY     - 1959     MONUMENTED       USGS
 GW1744  HISTORY     - 1964     GOOD             NGS
 GW1744
 GW1744                          STATION DESCRIPTION
 GW1744
 GW1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1744'4.7 MI N FROM FINCASTLE.
 GW1744'FROM THE COURT HOUSE IN FINCASTLE GO WEST ON MAIN STREET FOR 0.1
 GW1744'MILE TO U.S. HIGHWAY 220 THENCE, NORTH FOR 4.7 MILES TO THE MARK
 GW1744'SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES, 32 FEET
 GW1744'SOUTHEAST OF CENTERLINE OF HIGHWAY, 26 FEET NORTHEAST OF THE
 GW1744'APPROXIMATE CENTER OF COUNTY ROAD 635, 3.5 FEET EAST OF A FENCE
 GW1744'CORNER, AND IS ABOUT 3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1744'NOTE-- THIS MARK WAS ALSO USED AS AZIMUTH FOR STATION HICKOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1392 ***********************************************************************
 GW1392  DESIGNATION -  1139.0
 GW1392  PID         -  GW1392
 GW1392  STATE/COUNTY-  VA/ROANOKE
 GW1392  USGS QUAD   -  GARDEN CITY (1984)
 GW1392
 GW1392                         *CURRENT SURVEY CONTROL
 GW1392  ___________________________________________________________________
 GW1392* NAD 83(1986)-  37 12 08.     (N)    079 59 51.     (W)     SCALED    
 GW1392* NAVD 88     -       346.93   (+/-2cm)    1138.2    (feet)  VERTCON   
 GW1392  ___________________________________________________________________
 GW1392  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1392
 GW1392  VERT ORDER  -  ? (See Below)
 GW1392
 GW1392.The horizontal coordinates were scaled from a topographic map and have
 GW1392.an estimated accuracy of +/- 6 seconds.
 GW1392
 GW1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1392.The vertical order pertains to the NGVD 29 superseded value.
 GW1392
 GW1392.The geoid height was determined by GEOID03.
 GW1392
 GW1392;                    North         East    Units  Estimated Accuracy
 GW1392;SPC VA S     - 1,097,480.    3,367,070.      MT  (+/- 180 meters Scaled)
 GW1392
 GW1392                          SUPERSEDED SURVEY CONTROL
 GW1392
 GW1392  NGVD 29 (??/??/92)  347.120  (m)         1138.84   (f) ADJ UNCH    ?  
 GW1392
 GW1392.Superseded values are not recommended for survey control.
 GW1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1392.See file dsdata.txt to determine how the superseded data were derived.
 GW1392
 GW1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB889177(NAD 83)
 GW1392_MARKER: DD = SURVEY DISK
 GW1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1392_SP_SET: CULVERT
 GW1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1392
 GW1392  HISTORY     - Date     Condition        Report By
 GW1392  HISTORY     - UNK      MONUMENTED       USGS
 GW1392  HISTORY     - 1905     GOOD             USGS
 GW1392
 GW1392                          STATION DESCRIPTION
 GW1392
 GW1392'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 GW1392'AT STARKEY.
 GW1392'AT STARKEY, ROANOKE COUNTY, ABOUT 250 FEET NORTH OF THE NORFOLK
 GW1392'AND WESTERN RAILWAY STATION, OPPOSITE A WATER TANK, ON THE
 GW1392'NORTHEAST CORNER OF THE COPING OF A STONE CULVERT, AND EAST OF
 GW1392'THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1444 ***********************************************************************
 GW1444  DESIGNATION -  114
 GW1444  PID         -  GW1444
 GW1444  STATE/COUNTY-  VA/ROANOKE
 GW1444  USGS QUAD   -  STEWARTSVILLE (1984)
 GW1444
 GW1444                         *CURRENT SURVEY CONTROL
 GW1444  ___________________________________________________________________
 GW1444* NAD 83(1986)-  37 19 17.     (N)    079 52 14.     (W)     SCALED    
 GW1444* NAVD 88     -       301.608  (meters)     989.53   (feet)  POSTED    
 GW1444  ___________________________________________________________________
 GW1444  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1444  DYNAMIC HT  -         301.360 (meters)     988.71  (feet)  COMP
 GW1444  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 GW1444
 GW1444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1444
 GW1444.The horizontal coordinates were scaled from a topographic map and have
 GW1444.an estimated accuracy of +/- 6 seconds.
 GW1444
 GW1444.The orthometric height was determined by differential leveling
 GW1444.and adjusted by the National Geodetic Survey in 1992..
 GW1444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1444.rate of 0.0 thru 1.0 mm/km.
 GW1444
 GW1444.The geoid height was determined by GEOID03.
 GW1444
 GW1444.The dynamic height is computed by dividing the NAVD 88
 GW1444.geopotential number by the normal gravity value computed on the
 GW1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1444.degrees latitude (g = 980.6199 gals.).
 GW1444
 GW1444.The modeled gravity was interpolated from observed gravity values.
 GW1444
 GW1444;                    North         East    Units  Estimated Accuracy
 GW1444;SPC VA S     - 1,110,530.    3,378,530.      MT  (+/- 180 meters Scaled)
 GW1444
 GW1444                          SUPERSEDED SURVEY CONTROL
 GW1444
 GW1444  NGVD 29 (??/??/92)  301.802  (m)          990.16   (f) ADJ UNCH    2 0
 GW1444
 GW1444.Superseded values are not recommended for survey control.
 GW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1444.See file dsdata.txt to determine how the superseded data were derived.
 GW1444
 GW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB000311(NAD 83)
 GW1444_MARKER: DD = SURVEY DISK
 GW1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1444_SP_SET: BRIDGE
 GW1444_STAMPING: 114 WSM 990 1960
 GW1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1444
 GW1444  HISTORY     - Date     Condition        Report By
 GW1444  HISTORY     - 1960     MONUMENTED       USGS
 GW1444  HISTORY     - 1964     GOOD             NGS
 GW1444
 GW1444                          STATION DESCRIPTION
 GW1444
 GW1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1444'AT BONSACK.
 GW1444'AT BONSACK, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 GW1444'100 YARDS WEST OF THE BONSACK METHODIST CHURCH, 29 FEET NORTHEAST
 GW1444'OF APPROXIMATE CENTER OF COUNTY ROAD 606, 27 FEET SOUTHEAST OF
 GW1444'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6022 ***********************************************************************
 GV6022  DESIGNATION -  114
 GV6022  PID         -  GV6022
 GV6022  STATE/COUNTY-  VA/YORK
 GV6022  USGS QUAD   -  POQUOSON WEST (1983)
 GV6022
 GV6022                         *CURRENT SURVEY CONTROL
 GV6022  ___________________________________________________________________
 GV6022* NAD 83(1993)-  37 07 46.83303(N)    076 25 13.53910(W)     ADJUSTED  
 GV6022* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 GV6022  ___________________________________________________________________
 GV6022  X           -   1,195,412.809 (meters)                     COMP
 GV6022  Y           -  -4,948,963.846 (meters)                     COMP
 GV6022  Z           -   3,828,856.169 (meters)                     COMP
 GV6022  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GV6022  ELLIP HEIGHT-         -34.07  (meters)          (06/04/02) GPS OBS
 GV6022  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 GV6022
 GV6022  HORZ ORDER  -  SECOND
 GV6022  ELLP ORDER  -  FOURTH    CLASS II
 GV6022
 GV6022.The horizontal coordinates were established by GPS observations
 GV6022.and adjusted by the National Geodetic Survey in September 1995..
 GV6022
 GV6022.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6022
 GV6022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6022
 GV6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6022
 GV6022.The ellipsoidal height was determined by GPS observations
 GV6022.and is referenced to NAD 83.
 GV6022
 GV6022.The geoid height was determined by GEOID03.
 GV6022
 GV6022;                    North         East     Units Scale Factor Converg.
 GV6022;SPC VA S     - 1,090,408.669 3,684,767.950   MT  0.99995397   +1 15 43.7
 GV6022;SPC VA S     - 3,577,449.11 12,089,109.52   sFT  0.99995397   +1 15 43.7
 GV6022;UTM  18      - 4,110,202.054   373,827.354   MT  0.99979611   -0 51 27.0
 GV6022
 GV6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6022!SPC VA S     -   1.00000535  x   0.99995397  =   0.99995932
 GV6022!UTM  18      -   1.00000535  x   0.99979611  =   0.99980146
 GV6022
 GV6022:                Primary Azimuth Mark                     Grid Az
 GV6022:SPC VA S     -  113                                      176 50 22.1
 GV6022:UTM  18      -  113                                      178 57 32.8
 GV6022
 GV6022|---------------------------------------------------------------------|
 GV6022| PID    Reference Object                     Distance      Geod. Az  |
 GV6022|                                                           dddmmss.s |
 GV6022| GV6021 113                                 APPROX. 0.6 KM 1780605.8 |
 GV6022|---------------------------------------------------------------------|
 GV6022
 GV6022                          SUPERSEDED SURVEY CONTROL
 GV6022
 GV6022  ELLIP H (09/08/95)  -33.99   (m)                       GP(       ) 4 2
 GV6022  NAD 83(1993)-  37 07 46.83482(N)    076 25 13.54800(W) AD(       ) 2
 GV6022  NAD 83(1986)-  37 07 46.84279(N)    076 25 13.57130(W) AD(       ) 2
 GV6022  NGVD 29 (12/05/90)    2.6    (m)            9.     (f) GPS OBS        
 GV6022
 GV6022.Superseded values are not recommended for survey control.
 GV6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6022.See file dsdata.txt to determine how the superseded data were derived.
 GV6022
 GV6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7382710202(NAD 83)
 GV6022_MARKER: DD = SURVEY DISK
 GV6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6022_SP_SET: CONCRETE POST
 GV6022_STAMPING: STATION NO. 114
 GV6022_MARK LOGO: VA-199
 GV6022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6022+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 GV6022
 GV6022  HISTORY     - Date     Condition        Report By
 GV6022  HISTORY     - 1988     MONUMENTED       BSC
 GV6022  HISTORY     - 19890120 GOOD
 GV6022
 GV6022                          STATION DESCRIPTION
 GV6022
 GV6022'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6022'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6022'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6022'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6022'2.7 KM (1.70 MI) TO THE INTERSECTION WITH ROUTE 706 (YORKTOWN ROAD).
 GV6022'TURN LEFT AND CONTINUE NORTH ALONG ROUTE 706 THE ROUTE 606 (CALTHROP
 GV6022'NECK ROAD) FOR APPROXIMATELY 0.90 KM (0.55 MI) TO THE STATION ON THE
 GV6022'RIGHT.
 GV6022'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6022'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 4.88 M
 GV6022'(16.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 606 (CALTHROP NECK
 GV6022'ROAD), 13.41 M (44.0 FT) NORTH OF UTILITY POLE WD-00.  LOCATION OF
 GV6022'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6022'BEARING             DISTANCE
 GV6022'RM 1    N81 18 06W       14.26 M (46.8 FT)
 GV6022'RM 2    N10 00 04W       730.73 M (2397.4 FT)
 GV6022'STATION 113    S21 54 47W       156.03 M (511.9 FT)
 GV6022'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6022'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6022'1.IT IS LOCATED 1.68 M (5.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6022'ROUTE 606 (CALTHROP NECK ROAD), OPPOSITE STATION 114.
 GV6022'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6022'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6022'2.  IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 GV6022'ROUTES 606 (CALTHROP NECK ROAD) AND 699 (SHIRLEY DRIVE), 4.72 M
 GV6022'(15.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF ROUTE 606, 2.90 M
 GV6022'(9.5 FT) NORTH OF THE STREET SIGN.
 GV6022
 GV6022                          STATION RECOVERY (1989)
 GV6022
 GV6022'RECOVERED 1989
 GV6022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5371 ***********************************************************************
 FX5371  CBN         -  This is a Cooperative Base Network Control Station.
 FX5371  DESIGNATION -  114 0065
 FX5371  PID         -  FX5371
 FX5371  STATE/COUNTY-  VA/C OF HAMPTON
 FX5371  USGS QUAD   -  NORFOLK NORTH (1989)
 FX5371
 FX5371                         *CURRENT SURVEY CONTROL
 FX5371  ___________________________________________________________________
 FX5371* NAD 83(1993)-  36 59 06.89103(N)    076 18 13.62064(W)     ADJUSTED  
 FX5371* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 FX5371  ___________________________________________________________________
 FX5371  X           -   1,207,772.590 (meters)                     COMP
 FX5371  Y           -  -4,955,904.515 (meters)                     COMP
 FX5371  Z           -   3,816,065.225 (meters)                     COMP
 FX5371  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 FX5371  ELLIP HEIGHT-         -33.72  (meters)          (07/14/04) GPS OBS
 FX5371  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX5371
 FX5371  HORZ ORDER  -  B
 FX5371  ELLP ORDER  -  THIRD     CLASS II
 FX5371
 FX5371.The horizontal coordinates were established by GPS observations
 FX5371.and adjusted by the National Geodetic Survey in June 1994..
 FX5371
 FX5371.The orthometric height was determined by GPS observations and a
 FX5371.high-resolution geoid model.
 FX5371
 FX5371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5371
 FX5371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5371
 FX5371.The ellipsoidal height was determined by GPS observations
 FX5371.and is referenced to NAD 83.
 FX5371
 FX5371.The geoid height was determined by GEOID03.
 FX5371
 FX5371;                    North         East     Units Scale Factor Converg.
 FX5371;SPC VA S     - 1,074,619.871 3,695,502.675   MT  0.99996752   +1 19 58.6
 FX5371;SPC VA S     - 3,525,648.69 12,124,328.36   sFT  0.99996752   +1 19 58.6
 FX5371;UTM  18      - 4,094,030.129   383,969.271   MT  0.99976585   -0 47 04.0
 FX5371
 FX5371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5371!SPC VA S     -   1.00000529  x   0.99996752  =   0.99997281
 FX5371!UTM  18      -   1.00000529  x   0.99976585  =   0.99977114
 FX5371
 FX5371                          SUPERSEDED SURVEY CONTROL
 FX5371
 FX5371  ELLIP H (08/14/01)  -33.71   (m)                       GP(       ) 4 1
 FX5371  ELLIP H (06/29/94)  -33.68   (m)                       GP(       ) 4 1
 FX5371  NAD 83(1993)-  36 59 06.89104(N)    076 18 13.62064(W) AD(       ) B
 FX5371  ELLIP H (04/04/94)  -33.68   (m)                       GP(       ) 4 1
 FX5371
 FX5371.Superseded values are not recommended for survey control.
 FX5371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5371.See file dsdata.txt to determine how the superseded data were derived.
 FX5371
 FX5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8396994030(NAD 83)
 FX5371_MARKER: DD = SURVEY DISK
 FX5371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5371_SP_SET: CONCRETE POST
 FX5371_STAMPING: 114 0065
 FX5371_MARK LOGO: VADOT 
 FX5371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5371+STABILITY: SURFACE MOTION
 FX5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5371+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 FX5371
 FX5371  HISTORY     - Date     Condition        Report By
 FX5371  HISTORY     - 1987     MONUMENTED       VADHT
 FX5371  HISTORY     - 19930802 GOOD             VADHT
 FX5371  HISTORY     - 20000302 GOOD             RSA
 FX5371  HISTORY     - 20050901 GOOD             VADOT
 FX5371
 FX5371                          STATION DESCRIPTION
 FX5371
 FX5371'DESCRIBED BY VA DEPT HWYS-TRANSP 1993
 FX5371'LOCATED AT HAMPTON ROADS BRIDGE-TUNNEL SOUTH ISLAND.  OWNER SHIP--CITY
 FX5371'OF HAMPTON VA.
 FX5371'TO REACH THE STATION FROM PHOEBUS AT THE NORTH SIDE OF THE INLET, GO
 FX5371'SOUTHEAST ON INTERSTATE HIGHWAY 64, PROCEED TO AND THROUGH THE
 FX5371'HAMPTON ROADS TUNNEL 0.1 MI (0.2 KM) AFTER EMERGING FROM TUNNEL TURN
 FX5371'RIGHT ON SERVICE ROAD OF TUNNEL ISLAND, STAY ON SERVICE ROAD FOR 0.25
 FX5371'MI (0.40 KM) TO STATION IN FIELD ON THE LEFT.
 FX5371'THE STATION IS RECESSED 4 IN BELOW THE LEVEL OF THE GROUND.  LOCATED
 FX5371'108.1 FT (32.9 M) NORTHEAST OF LIGHT POLE NUMBER 12, 55.30 FT
 FX5371'(16.86 M) NORTHWEST OF LIGHT POLE NUMBER 13, 54.50 FT (16.61 M) NORTH
 FX5371'OF THE NORTH EDGE OF THE PAVEMENT OF THE SERVICE ROAD AND 1 FT
 FX5371'(0.3 M) FROM DELINEATOR POST.
 FX5371
 FX5371                          STATION RECOVERY (2000)
 FX5371
 FX5371'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2000 (MM)
 FX5371'RECOVERED AS DESCRIBED.  NOTE (03/02/2000) - EXCEPT THE DELINEATOR
 FX5371'POST HAS BEEN REMOVED AS A TIE.
 FX5371
 FX5371                          STATION RECOVERY (2005)
 FX5371
 FX5371'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JLB)
 FX5371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5564 ***********************************************************************
 GV5564  DESIGNATION -  114 C OF R 1972
 GV5564  PID         -  GV5564
 GV5564  STATE/COUNTY-  VA/C OF RICHMOND
 GV5564  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5564
 GV5564                         *CURRENT SURVEY CONTROL
 GV5564  ___________________________________________________________________
 GV5564* NAD 83(1993)-  37 28 35.82091(N)    077 28 05.40755(W)     ADJUSTED  
 GV5564* NAVD 88     -        48.21   (+/-2cm)     158.2    (feet)  VERTCON   
 GV5564  ___________________________________________________________________
 GV5564  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5564  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5564
 GV5564  HORZ ORDER  -  SECOND
 GV5564  VERT ORDER  -  THIRD ? (See Below)
 GV5564
 GV5564.The horizontal coordinates were established by classical geodetic methods
 GV5564.and adjusted by the National Geodetic Survey in September 1995..
 GV5564
 GV5564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5564.The vertical order pertains to the NGVD 29 superseded value.
 GV5564
 GV5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5564
 GV5564.The geoid height was determined by GEOID03.
 GV5564
 GV5564;                    North         East     Units Scale Factor Converg.
 GV5564;SPC VA S     - 1,127,374.909 3,591,261.944   MT  0.99994721   +0 37 34.5
 GV5564;SPC VA S     - 3,698,729.18 11,782,331.89   sFT  0.99994721   +0 37 34.5
 GV5564;UTM  18      - 4,150,608.314   281,752.680   MT  1.00018675   -1 30 08.3
 GV5564
 GV5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5564!SPC VA S     -   0.99999763  x   0.99994721  =   0.99994484
 GV5564!UTM  18      -   0.99999763  x   1.00018675  =   1.00018438
 GV5564
 GV5564                          SUPERSEDED SURVEY CONTROL
 GV5564
 GV5564  NAD 83(1993)-  37 28 35.82090(N)    077 28 05.40745(W) AD(       ) 2
 GV5564  NAD 83(1986)-  37 28 35.82723(N)    077 28 05.42449(W) AD(       ) 2
 GV5564  NAD 27      -  37 28 35.29621(N)    077 28 06.47850(W) AD(       ) 2
 GV5564  NGVD 29 (07/19/86)   48.52   (m)          159.2    (f) LEVELING    3  
 GV5564
 GV5564.Superseded values are not recommended for survey control.
 GV5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5564.See file dsdata.txt to determine how the superseded data were derived.
 GV5564
 GV5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8175350608(NAD 83)
 GV5564_MARKER: Z = SEE DESCRIPTION
 GV5564_SETTING: 0 = UNSPECIFIED SETTING
 GV5564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5564
 GV5564  HISTORY     - Date     Condition        Report By
 GV5564  HISTORY     - 1972     MONUMENTED       VA2060
 GV5564  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV5564  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5564  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5564
 GV5564                          STATION DESCRIPTION
 GV5564
 GV5564'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5564'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5564'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO THE
 GV5564'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5564'MILES TO THE INTERSECTION OF HOPKINS RD., THENCE NORTH ON HOPKINS
 GV5564'RD. 0.50 MILE TO POINT NO. 114.
 GV5564'
 GV5564'STANDARD CITY OF RICHMOND BENCH MARK, CITY BENCH MARK NO. 573.
 GV5564'
 GV5564'5.0 FEET S. OF THE CURB ON THE SOUTH LINE OF OLD POST RD., 29.5 FEET
 GV5564'E. OF THE CURB LINE OF HOPKINS RD., 61.0 FEET N.W. OF THE NORTH
 GV5564'CORNER OF A BRICK HOUSE NO. 3111.
 GV5564'
 GV5564'NEAREST TOWN--RICHMOND.
 GV5564
 GV5564                          STATION RECOVERY (1995)
 GV5564
 GV5564'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5564'MARK NOT FOUND.
 GV5564
 GV5564                          STATION RECOVERY (1999)
 GV5564
 GV5564'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5564'MARK NOT FOUND.
 GV5564
 GV5564                          STATION RECOVERY (2003)
 GV5564
 GV5564'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2456 ***********************************************************************
 GV2456  DESIGNATION -  114 CORR
 GV2456  PID         -  GV2456
 GV2456  STATE/COUNTY-  VA/HENRICO
 GV2456  USGS QUAD   -  BON AIR (1994)
 GV2456
 GV2456                         *CURRENT SURVEY CONTROL
 GV2456  ___________________________________________________________________
 GV2456* NAD 83(1986)-  37 33 09.     (N)    077 30 51.     (W)     SCALED    
 GV2456* NAVD 88     -        33.57   (+/-2cm)     110.1    (feet)  VERTCON   
 GV2456  ___________________________________________________________________
 GV2456  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV2456
 GV2456  VERT ORDER  -  ? (See Below)
 GV2456
 GV2456.The horizontal coordinates were scaled from a topographic map and have
 GV2456.an estimated accuracy of +/- 6 seconds.
 GV2456
 GV2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2456.The vertical order pertains to the NGVD 29 superseded value.
 GV2456
 GV2456.The geoid height was determined by GEOID03.
 GV2456
 GV2456;                    North         East    Units  Estimated Accuracy
 GV2456;SPC VA S     - 1,135,750.    3,587,110.      MT  (+/- 180 meters Scaled)
 GV2456
 GV2456                          SUPERSEDED SURVEY CONTROL
 GV2456
 GV2456  NGVD 29 (??/??/??)   33.882  (m)          111.16   (f) ADJUSTED    ?  
 GV2456
 GV2456.Superseded values are not recommended for survey control.
 GV2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2456.See file dsdata.txt to determine how the superseded data were derived.
 GV2456
 GV2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG779591(NAD 83)
 GV2456_MARKER: X = CHISELED CROSS
 GV2456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2456_SP_SET: ABUTMENT
 GV2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2456
 GV2456  HISTORY     - Date     Condition        Report By
 GV2456  HISTORY     - UNK      MONUMENTED       CORR
 GV2456  HISTORY     - 1934     GOOD             CGS
 GV2456  HISTORY     - 19961006 MARK NOT FOUND   USPSQD
 GV2456  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 GV2456  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV2456
 GV2456                          STATION DESCRIPTION
 GV2456
 GV2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2456'AT RICHMOND.
 GV2456'AT RICHMOND, HENRICO COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GV2456'0.2 MILE NORTHWEST OF MILEPOST 5, AT THE BRIDGE OVER THE OLD
 GV2456'CANAL FEEDWAY, AND ON THE NORTHEAST CORNER OF THE BACK WALL OF THE
 GV2456'EAST ABUTMENT.  A CHISELED CROSS.
 GV2456
 GV2456                          STATION RECOVERY (1996)
 GV2456
 GV2456'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2456'MARK NOT FOUND.
 GV2456
 GV2456                          STATION RECOVERY (2001)
 GV2456
 GV2456'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GV2456'MARK NOT FOUND.
 GV2456
 GV2456                          STATION RECOVERY (2005)
 GV2456
 GV2456'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2456'SEARCHED IN AREA OF PLOTTED POSITION, NO MARKER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1140 ***********************************************************************
 HW1140  DESIGNATION -  1140.20
 HW1140  PID         -  HW1140
 HW1140  STATE/COUNTY-  VA/ROCKINGHAM
 HW1140  USGS QUAD   -  FULKS RUN (1994)
 HW1140
 HW1140                         *CURRENT SURVEY CONTROL
 HW1140  ___________________________________________________________________
 HW1140* NAD 83(1986)-  38 38 39.     (N)    078 52 42.     (W)     SCALED    
 HW1140* NAVD 88     -       347.528  (meters)    1140.18   (feet)  ADJUSTED  
 HW1140  ___________________________________________________________________
 HW1140  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW1140  DYNAMIC HT  -         347.284 (meters)    1139.38  (feet)  COMP
 HW1140  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HW1140
 HW1140  VERT ORDER  -  SECOND    CLASS 0
 HW1140
 HW1140.The horizontal coordinates were scaled from a topographic map and have
 HW1140.an estimated accuracy of +/- 6 seconds.
 HW1140
 HW1140.The orthometric height was determined by differential leveling
 HW1140.and adjusted by the National Geodetic Survey in June 1991..
 HW1140
 HW1140.The geoid height was determined by GEOID03.
 HW1140
 HW1140.The dynamic height is computed by dividing the NAVD 88
 HW1140.geopotential number by the normal gravity value computed on the
 HW1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1140.degrees latitude (g = 980.6199 gals.).
 HW1140
 HW1140.The modeled gravity was interpolated from observed gravity values.
 HW1140
 HW1140;                    North         East    Units  Estimated Accuracy
 HW1140;SPC VA N     - 2,108,570.    3,467,070.      MT  (+/- 180 meters Scaled)
 HW1140
 HW1140                          SUPERSEDED SURVEY CONTROL
 HW1140
 HW1140  NGVD 29 (??/??/92)  347.675  (m)         1140.66   (f) ADJ UNCH    2 0
 HW1140
 HW1140.Superseded values are not recommended for survey control.
 HW1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1140.See file dsdata.txt to determine how the superseded data were derived.
 HW1140
 HW1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC846794(NAD 83)
 HW1140_MARKER: Q = CHISELED SQUARE
 HW1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1140_SP_SET: ROAD BED
 HW1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1140
 HW1140  HISTORY     - Date     Condition        Report By
 HW1140  HISTORY     - UNK      MONUMENTED       USGS
 HW1140  HISTORY     - 1960     GOOD             NGS
 HW1140
 HW1140                          STATION DESCRIPTION
 HW1140
 HW1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1140'5.2 MI W FROM BROADWAY.
 HW1140'5.2 MILES WESTERLY ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 HW1140'HIGHWAY 259 AND THE RAILROAD CROSSING IN BROADWAY.  IT IS ON THE
 HW1140'OLD ROAD BED, 100 FEET WEST OF THE NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0709 ***********************************************************************
 HW0709  DESIGNATION -  1141.07
 HW0709  PID         -  HW0709
 HW0709  STATE/COUNTY-  VA/AUGUSTA
 HW0709  USGS QUAD   -  GROTTOES (1987)
 HW0709
 HW0709                         *CURRENT SURVEY CONTROL
 HW0709  ___________________________________________________________________
 HW0709* NAD 83(1986)-  38 15 23.     (N)    078 49 26.     (W)     SCALED    
 HW0709* NAVD 88     -       347.637  (meters)    1140.54   (feet)  ADJUSTED  
 HW0709  ___________________________________________________________________
 HW0709  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW0709  DYNAMIC HT  -         347.380 (meters)    1139.70  (feet)  COMP
 HW0709  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 HW0709
 HW0709  VERT ORDER  -  SECOND    CLASS 0
 HW0709
 HW0709.The horizontal coordinates were scaled from a topographic map and have
 HW0709.an estimated accuracy of +/- 6 seconds.
 HW0709
 HW0709.The orthometric height was determined by differential leveling
 HW0709.and adjusted by the National Geodetic Survey in June 1991..
 HW0709
 HW0709.The geoid height was determined by GEOID03.
 HW0709
 HW0709.The dynamic height is computed by dividing the NAVD 88
 HW0709.geopotential number by the normal gravity value computed on the
 HW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0709.degrees latitude (g = 980.6199 gals.).
 HW0709
 HW0709.The modeled gravity was interpolated from observed gravity values.
 HW0709
 HW0709;                    North         East    Units  Estimated Accuracy
 HW0709;SPC VA N     - 2,065,510.    3,471,650.      MT  (+/- 180 meters Scaled)
 HW0709
 HW0709                          SUPERSEDED SURVEY CONTROL
 HW0709
 HW0709  NGVD 29 (??/??/92)  347.818  (m)         1141.13   (f) ADJ UNCH    2 0
 HW0709
 HW0709.Superseded values are not recommended for survey control.
 HW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0709.See file dsdata.txt to determine how the superseded data were derived.
 HW0709
 HW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC904365(NAD 83)
 HW0709_MARKER: Q = CHISELED SQUARE
 HW0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0709_SP_SET: BRIDGE
 HW0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0709
 HW0709  HISTORY     - Date     Condition        Report By
 HW0709  HISTORY     - UNK      MONUMENTED       USGS
 HW0709  HISTORY     - 1935     GOOD             NGS
 HW0709  HISTORY     - 1942     GOOD             NGS
 HW0709
 HW0709                          STATION DESCRIPTION
 HW0709
 HW0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0709'2.5 MI S FROM PORT REPUBLIC.
 HW0709'IN AUGUSTA COUNTY, ABOUT 2.5 MILES SOUTH ALONG THE NORFOLK AND
 HW0709'WESTERN RAILWAY FROM THE STATION AT PORT REPUBLIC, ROCKINGHAM
 HW0709'COUNTY, ABOUT 120 FEET SOUTH OF THE AUGUSTA-ROCKINGHAM COUNTY
 HW0709'LINE, ABOUT 40 FEET NORTH OF THE SOUTH CITY LIMIT OF GROTTOES,
 HW0709'AT BRIDGE 495, AND ON THE TOP OF THE NORTH END OF THE EAST SIDE
 HW0709'WALL.  A CHISELED SQUARE.
 HW0709
 HW0709                          STATION RECOVERY (1942)
 HW0709
 HW0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0972 ***********************************************************************
 GW0972  DESIGNATION -  1144.8
 GW0972  PID         -  GW0972
 GW0972  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0972  USGS QUAD   -  GOSHEN (1983)
 GW0972
 GW0972                         *CURRENT SURVEY CONTROL
 GW0972  ___________________________________________________________________
 GW0972* NAD 83(1986)-  37 53 22.     (N)    079 23 33.     (W)     SCALED    
 GW0972* NAVD 88     -       348.816  (meters)    1144.41   (feet)  ADJUSTED  
 GW0972  ___________________________________________________________________
 GW0972  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0972  DYNAMIC HT  -         348.549 (meters)    1143.53  (feet)  COMP
 GW0972  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 GW0972
 GW0972  VERT ORDER  -  SECOND    CLASS 0
 GW0972
 GW0972.The horizontal coordinates were scaled from a topographic map and have
 GW0972.an estimated accuracy of +/- 6 seconds.
 GW0972
 GW0972.The orthometric height was determined by differential leveling
 GW0972.and adjusted by the National Geodetic Survey in June 1991..
 GW0972
 GW0972.The geoid height was determined by GEOID03.
 GW0972
 GW0972.The dynamic height is computed by dividing the NAVD 88
 GW0972.geopotential number by the normal gravity value computed on the
 GW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0972.degrees latitude (g = 980.6199 gals.).
 GW0972
 GW0972.The modeled gravity was interpolated from observed gravity values.
 GW0972
 GW0972;                    North         East    Units  Estimated Accuracy
 GW0972;SPC VA S     - 1,173,070.    3,421,490.      MT  (+/- 180 meters Scaled)
 GW0972
 GW0972                          SUPERSEDED SURVEY CONTROL
 GW0972
 GW0972  NGVD 29 (??/??/92)  348.988  (m)         1144.97   (f) ADJ UNCH    2 0
 GW0972
 GW0972.Superseded values are not recommended for survey control.
 GW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0972.See file dsdata.txt to determine how the superseded data were derived.
 GW0972
 GW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB413947(NAD 83)
 GW0972_MARKER: N = NAIL
 GW0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0972_SP_SET: OAK TREE
 GW0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0972
 GW0972  HISTORY     - Date     Condition        Report By
 GW0972  HISTORY     - UNK      MONUMENTED       USGS
 GW0972  HISTORY     - 1935     GOOD             NGS
 GW0972
 GW0972                          STATION DESCRIPTION
 GW0972
 GW0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0972'1 MI S FROM ROCKBRIDGE BATHS.
 GW0972'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0972'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, 40 FEET SOUTHEAST
 GW0972'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTHEAST, ABOUT
 GW0972'65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE BASE
 GW0972'OF A 50-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GW0972'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1144 ***********************************************************************
 HW1144  DESIGNATION -  1149.90
 HW1144  PID         -  HW1144
 HW1144  STATE/COUNTY-  VA/ROCKINGHAM
 HW1144  USGS QUAD   -  FULKS RUN (1994)
 HW1144
 HW1144                         *CURRENT SURVEY CONTROL
 HW1144  ___________________________________________________________________
 HW1144* NAD 83(1986)-  38 39 33.     (N)    078 54 23.     (W)     SCALED    
 HW1144* NAVD 88     -       350.505  (meters)    1149.95   (feet)  ADJUSTED  
 HW1144  ___________________________________________________________________
 HW1144  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW1144  DYNAMIC HT  -         350.258 (meters)    1149.14  (feet)  COMP
 HW1144  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 HW1144
 HW1144  VERT ORDER  -  SECOND    CLASS 0
 HW1144
 HW1144.The horizontal coordinates were scaled from a topographic map and have
 HW1144.an estimated accuracy of +/- 6 seconds.
 HW1144
 HW1144.The orthometric height was determined by differential leveling
 HW1144.and adjusted by the National Geodetic Survey in June 1991..
 HW1144
 HW1144.The geoid height was determined by GEOID03.
 HW1144
 HW1144.The dynamic height is computed by dividing the NAVD 88
 HW1144.geopotential number by the normal gravity value computed on the
 HW1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1144.degrees latitude (g = 980.6199 gals.).
 HW1144
 HW1144.The modeled gravity was interpolated from observed gravity values.
 HW1144
 HW1144;                    North         East    Units  Estimated Accuracy
 HW1144;SPC VA N     - 2,110,240.    3,464,630.      MT  (+/- 180 meters Scaled)
 HW1144
 HW1144                          SUPERSEDED SURVEY CONTROL
 HW1144
 HW1144  NGVD 29 (??/??/92)  350.650  (m)         1150.42   (f) ADJ UNCH    2 0
 HW1144
 HW1144.Superseded values are not recommended for survey control.
 HW1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1144.See file dsdata.txt to determine how the superseded data were derived.
 HW1144
 HW1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC821810(NAD 83)
 HW1144_MARKER: Q = CHISELED SQUARE
 HW1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1144_SP_SET: BRIDGE
 HW1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1144
 HW1144  HISTORY     - Date     Condition        Report By
 HW1144  HISTORY     - UNK      MONUMENTED       USGS
 HW1144  HISTORY     - 1935     GOOD             NGS
 HW1144
 HW1144                          STATION DESCRIPTION
 HW1144
 HW1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1144'1 MI SE FROM FULKS RUN.
 HW1144'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER
 HW1144'STORE AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, AT THE
 HW1144'COUNTY ROAD 816 BRIDGE OVER SHENANDOAH RIVER, AND ON THE TOP OF
 HW1144'THE NORTHWEST END OF THE NORTHEAST ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1446 ***********************************************************************
 GW1446  DESIGNATION -  115
 GW1446  PID         -  GW1446
 GW1446  STATE/COUNTY-  VA/BOTETOURT
 GW1446  USGS QUAD   -  STEWARTSVILLE (1984)
 GW1446
 GW1446                         *CURRENT SURVEY CONTROL
 GW1446  ___________________________________________________________________
 GW1446* NAD 83(1986)-  37 20 23.     (N)    079 51 07.     (W)     SCALED    
 GW1446* NAVD 88     -       313.935  (meters)    1029.97   (feet)  POSTED    
 GW1446  ___________________________________________________________________
 GW1446  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW1446  DYNAMIC HT  -         313.680 (meters)    1029.13  (feet)  COMP
 GW1446  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 GW1446
 GW1446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1446
 GW1446.The horizontal coordinates were scaled from a topographic map and have
 GW1446.an estimated accuracy of +/- 6 seconds.
 GW1446
 GW1446.The orthometric height was determined by differential leveling
 GW1446.and adjusted by the National Geodetic Survey in 1992..
 GW1446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1446.rate of 0.0 thru 1.0 mm/km.
 GW1446
 GW1446.The geoid height was determined by GEOID03.
 GW1446
 GW1446.The dynamic height is computed by dividing the NAVD 88
 GW1446.geopotential number by the normal gravity value computed on the
 GW1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1446.degrees latitude (g = 980.6199 gals.).
 GW1446
 GW1446.The modeled gravity was interpolated from observed gravity values.
 GW1446
 GW1446;                    North         East    Units  Estimated Accuracy
 GW1446;SPC VA S     - 1,112,540.    3,380,210.      MT  (+/- 180 meters Scaled)
 GW1446
 GW1446                          SUPERSEDED SURVEY CONTROL
 GW1446
 GW1446  NGVD 29 (??/??/92)  314.128  (m)         1030.60   (f) ADJ UNCH    2 0
 GW1446
 GW1446.Superseded values are not recommended for survey control.
 GW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1446.See file dsdata.txt to determine how the superseded data were derived.
 GW1446
 GW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB016331(NAD 83)
 GW1446_MARKER: DD = SURVEY DISK
 GW1446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1446_SP_SET: BRIDGE
 GW1446_STAMPING: 115 WSM 1030 1960
 GW1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1446
 GW1446  HISTORY     - Date     Condition        Report By
 GW1446  HISTORY     - 1960     MONUMENTED       USGS
 GW1446  HISTORY     - 1964     GOOD             NGS
 GW1446
 GW1446                          STATION DESCRIPTION
 GW1446
 GW1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1446'1.7 MI E FROM BONSACK.
 GW1446'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE BONSACK
 GW1446'METHODIST CHURCH TO THE MARK SET IN THE TOP OF THE SOUTHWEST
 GW1446'WINGWALL OF A BRIDGE OVER LEMONTOWN CREEK, 26 FEET SOUTHEAST OF
 GW1446'APPROXIMATE CENTER OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6023 ***********************************************************************
 GV6023  DESIGNATION -  115
 GV6023  PID         -  GV6023
 GV6023  STATE/COUNTY-  VA/YORK
 GV6023  USGS QUAD   -  POQUOSON WEST (1983)
 GV6023
 GV6023                         *CURRENT SURVEY CONTROL
 GV6023  ___________________________________________________________________
 GV6023* NAD 83(1993)-  37 08 24.48117(N)    076 25 13.08427(W)     ADJUSTED  
 GV6023* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 GV6023  ___________________________________________________________________
 GV6023  X           -   1,195,259.292 (meters)                     COMP
 GV6023  Y           -  -4,948,280.481 (meters)                     COMP
 GV6023  Z           -   3,829,781.681 (meters)                     COMP
 GV6023  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 GV6023  ELLIP HEIGHT-         -33.64  (meters)          (06/04/02) GPS OBS
 GV6023  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 GV6023
 GV6023  HORZ ORDER  -  SECOND
 GV6023  ELLP ORDER  -  FOURTH    CLASS II
 GV6023
 GV6023.The horizontal coordinates were established by GPS observations
 GV6023.and adjusted by the National Geodetic Survey in September 1995..
 GV6023
 GV6023.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6023
 GV6023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6023
 GV6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6023
 GV6023.The ellipsoidal height was determined by GPS observations
 GV6023.and is referenced to NAD 83.
 GV6023
 GV6023.The geoid height was determined by GEOID03.
 GV6023
 GV6023;                    North         East     Units Scale Factor Converg.
 GV6023;SPC VA S     - 1,091,569.191 3,684,753.608   MT  0.99995323   +1 15 44.0
 GV6023;SPC VA S     - 3,581,256.59 12,089,062.46   sFT  0.99995323   +1 15 44.0
 GV6023;UTM  18      - 4,111,362.129   373,855.944   MT  0.99979602   -0 51 27.5
 GV6023
 GV6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6023!SPC VA S     -   1.00000528  x   0.99995323  =   0.99995851
 GV6023!UTM  18      -   1.00000528  x   0.99979602  =   0.99980130
 GV6023
 GV6023                          SUPERSEDED SURVEY CONTROL
 GV6023
 GV6023  ELLIP H (09/08/95)  -33.56   (m)                       GP(       ) 4 2
 GV6023  NAD 83(1986)-  37 08 24.49098(N)    076 25 13.11637(W) AD(       ) 2
 GV6023  NGVD 29 (12/05/90)    3.1    (m)           10.     (f) GPS OBS        
 GV6023
 GV6023.Superseded values are not recommended for survey control.
 GV6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6023.See file dsdata.txt to determine how the superseded data were derived.
 GV6023
 GV6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7385611362(NAD 83)
 GV6023_MARKER: DD = SURVEY DISK
 GV6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6023_SP_SET: CONCRETE POST
 GV6023_STAMPING: STATION NO. 115
 GV6023_MARK LOGO: VA-199
 GV6023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6023+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 GV6023
 GV6023  HISTORY     - Date     Condition        Report By
 GV6023  HISTORY     - 1988     MONUMENTED       BSC
 GV6023  HISTORY     - 19890120 GOOD
 GV6023
 GV6023                          STATION DESCRIPTION
 GV6023
 GV6023'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6023'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6023'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6023'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6023'2.7 KM (1.70 MI) TO THE INTERSECTION WITH ROUTE 706 (YORKTOWN ROAD).
 GV6023'TURN LEFT AND CONTINUE NORTH ALONG ROUTE 706 THEN ROUTE 606 (CALTHROP
 GV6023'NECK ROAD ) FOR APPROXIMATELY 1.90 KM (1.20 MI)  TO THE STATION ON THE
 GV6023'RIGHT.
 GV6023'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6023'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 3.96 M
 GV6023'(13.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 606 (CALTHROP NECK
 GV6023'ROAD), 4.57 M (15.0 FT) NORTH OF THE CENTER LINE OF THE DIRT DRIVEWAY
 GV6023'AT 1302 CALTHROP NECK ROAD.  LOCATION OF REFERENCE MARKS RELATIVE TO
 GV6023'THE MAIN STATION
 GV6023'BEARING             DISTANCE
 GV6023'RM 1    N19 50 14E       21.26 M (69.8 FT)
 GV6023'RM 2    N75 34 40W       11.31 M (37.1 FT)
 GV6023'STATION 114    S14 19 18W       455.04 M (1492.9 FT)
 GV6023'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6023'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6023'1.IT IS LOCATED 1.07 M (3.5 FT) SOUTHWEST OF UTILITY POLE WL-12, 4.72
 GV6023'M (15.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 606 (CALTHROP
 GV6023'NECK ROAD).
 GV6023'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6023'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6023'2.  IT IS LOCATED 1.83 M (6.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6023'ROUTE 606 (CALTHROP NECK ROAD), OPPOSITE STATION 115.
 GV6023
 GV6023                          STATION RECOVERY (1989)
 GV6023
 GV6023'RECOVERED 1989
 GV6023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5567 ***********************************************************************
 GV5567  DESIGNATION -  115 C OF R 1972
 GV5567  PID         -  GV5567
 GV5567  STATE/COUNTY-  VA/C OF RICHMOND
 GV5567  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5567
 GV5567                         *CURRENT SURVEY CONTROL
 GV5567  ___________________________________________________________________
 GV5567* NAD 83(1993)-  37 28 34.88354(N)    077 28 08.29151(W)     ADJUSTED  
 GV5567* NAVD 88     -        45.91   (+/-2cm)     150.6    (feet)  VERTCON   
 GV5567  ___________________________________________________________________
 GV5567  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5567  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5567
 GV5567  HORZ ORDER  -  SECOND
 GV5567  VERT ORDER  -  THIRD ? (See Below)
 GV5567
 GV5567.The horizontal coordinates were established by classical geodetic methods
 GV5567.and adjusted by the National Geodetic Survey in September 1995..
 GV5567
 GV5567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5567.The vertical order pertains to the NGVD 29 superseded value.
 GV5567
 GV5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5567
 GV5567.The geoid height was determined by GEOID03.
 GV5567
 GV5567;                    North         East     Units Scale Factor Converg.
 GV5567;SPC VA S     - 1,127,345.240 3,591,191.408   MT  0.99994720   +0 37 32.7
 GV5567;SPC VA S     - 3,698,631.84 11,782,100.48   sFT  0.99994720   +0 37 32.7
 GV5567;UTM  18      - 4,150,581.278   281,681.073   MT  1.00018714   -1 30 10.1
 GV5567
 GV5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5567!SPC VA S     -   0.99999799  x   0.99994720  =   0.99994519
 GV5567!UTM  18      -   0.99999799  x   1.00018714  =   1.00018513
 GV5567
 GV5567:                Primary Azimuth Mark                     Grid Az
 GV5567:SPC VA S     -  116 C OF R 1972                          174 46 07.0
 GV5567:UTM  18      -  116 C OF R 1972                          176 53 49.8
 GV5567
 GV5567|---------------------------------------------------------------------|
 GV5567| PID    Reference Object                     Distance      Geod. Az  |
 GV5567|                                                           dddmmss.s |
 GV5567| GV5566 116 C OF R 1972                     APPROX. 0.5 KM 1752339.7 |
 GV5567| GV5570 117 C OF R 1972                     120.841 METERS 30112     |
 GV5567|---------------------------------------------------------------------|
 GV5567
 GV5567                          SUPERSEDED SURVEY CONTROL
 GV5567
 GV5567  NAD 83(1993)-  37 28 34.88352(N)    077 28 08.29141(W) AD(       ) 2
 GV5567  NAD 83(1986)-  37 28 34.88986(N)    077 28 08.30845(W) AD(       ) 2
 GV5567  NAD 27      -  37 28 34.35878(N)    077 28 09.36235(W) AD(       ) 2
 GV5567  NGVD 29 (07/19/86)   46.22   (m)          151.6    (f) LEVELING    3  
 GV5567
 GV5567.Superseded values are not recommended for survey control.
 GV5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5567.See file dsdata.txt to determine how the superseded data were derived.
 GV5567
 GV5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8168150581(NAD 83)
 GV5567_MARKER: Z = SEE DESCRIPTION
 GV5567_SETTING: 0 = UNSPECIFIED SETTING
 GV5567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5567
 GV5567  HISTORY     - Date     Condition        Report By
 GV5567  HISTORY     - 1972     MONUMENTED       VA2060
 GV5567  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5567  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5567  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5567
 GV5567                          STATION DESCRIPTION
 GV5567
 GV5567'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5567'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5567'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO
 GV5567'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5567'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTH ON WARWICK
 GV5567'RD. 1.60 MILES TO POINT NO. 115.
 GV5567'
 GV5567'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5567'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5567'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5567'ABOUT 8 INCHES BELOW GROUND.
 GV5567'
 GV5567'19.2 FEET S.W. OF C/L OF WARWICK RD., 6.8 FEET S. OF C AND P POLE
 GV5567'NO. 5612J, VEPCO POLE NO. RM88, 57.5 FEET W. OF N.E. CORNER OF A
 GV5567'CHAIN LINK FENCE.
 GV5567'
 GV5567'NEAREST TOWN--RICHMOND.
 GV5567
 GV5567                          STATION RECOVERY (1995)
 GV5567
 GV5567'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5567'MARK NOT FOUND.
 GV5567
 GV5567                          STATION RECOVERY (1999)
 GV5567
 GV5567'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5567'MARK NOT FOUND.
 GV5567
 GV5567                          STATION RECOVERY (2003)
 GV5567
 GV5567'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1118 ***********************************************************************
 HW1118  DESIGNATION -  1150.2
 HW1118  PID         -  HW1118
 HW1118  STATE/COUNTY-  VA/AUGUSTA
 HW1118  USGS QUAD   -  FORT DEFIANCE (1984)
 HW1118
 HW1118                         *CURRENT SURVEY CONTROL
 HW1118  ___________________________________________________________________
 HW1118* NAD 83(1986)-  38 14 54.     (N)    078 53 35.     (W)     SCALED    
 HW1118* NAVD 88     -       350.712  (meters)    1150.63   (feet)  ADJUSTED  
 HW1118  ___________________________________________________________________
 HW1118  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1118  DYNAMIC HT  -         350.455 (meters)    1149.78  (feet)  COMP
 HW1118  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 HW1118
 HW1118  VERT ORDER  -  SECOND    CLASS 0
 HW1118
 HW1118.The horizontal coordinates were scaled from a topographic map and have
 HW1118.an estimated accuracy of +/- 6 seconds.
 HW1118
 HW1118.The orthometric height was determined by differential leveling
 HW1118.and adjusted by the National Geodetic Survey in June 1991..
 HW1118
 HW1118.The geoid height was determined by GEOID03.
 HW1118
 HW1118.The dynamic height is computed by dividing the NAVD 88
 HW1118.geopotential number by the normal gravity value computed on the
 HW1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1118.degrees latitude (g = 980.6199 gals.).
 HW1118
 HW1118.The modeled gravity was interpolated from observed gravity values.
 HW1118
 HW1118;                    North         East    Units  Estimated Accuracy
 HW1118;SPC VA N     - 2,064,640.    3,465,600.      MT  (+/- 180 meters Scaled)
 HW1118
 HW1118                          SUPERSEDED SURVEY CONTROL
 HW1118
 HW1118  NGVD 29 (??/??/92)  350.856  (m)         1151.10   (f) ADJ UNCH    2 0
 HW1118
 HW1118.Superseded values are not recommended for survey control.
 HW1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1118.See file dsdata.txt to determine how the superseded data were derived.
 HW1118
 HW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC843354(NAD 83)
 HW1118_MARKER: N = NAIL
 HW1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1118_SP_SET: TREE
 HW1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1118
 HW1118  HISTORY     - Date     Condition        Report By
 HW1118  HISTORY     - UNK      MONUMENTED       USGS
 HW1118  HISTORY     - 1935     GOOD             NGS
 HW1118  HISTORY     - 1975     MARK NOT FOUND   NGS
 HW1118
 HW1118                          STATION DESCRIPTION
 HW1118
 HW1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1118'3.9 MI E FROM MT SIDNEY.
 HW1118'3.9 MILES EAST ALONG COUNTY ROAD 775 FROM THE BALTIMORE AND
 HW1118'OHIO RAILROAD STATION AT MT. SIDNEY, AUGUSTA COUNTY, ABOUT
 HW1118'1.5 MILES EAST OF THE CENTRAL SCHOOL, ABOUT 0.8 MILE NORTHWEST
 HW1118'OF A BRIDGE OVER MIDDLE RIVER, AT A FIELD CORNER, AT A ROAD
 HW1118'JUNCTION, 27 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 771
 HW1118'LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE OF COUNTY
 HW1118'ROAD 775, AND IN THE ROOT OF A 16-INCH WALNUT TREE.  A UNITED
 HW1118'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL.
 HW1118
 HW1118                          STATION RECOVERY (1975)
 HW1118
 HW1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1141 ***********************************************************************
 HW1141  DESIGNATION -  1150.44
 HW1141  PID         -  HW1141
 HW1141  STATE/COUNTY-  VA/ROCKINGHAM
 HW1141  USGS QUAD   -  FULKS RUN (1994)
 HW1141
 HW1141                         *CURRENT SURVEY CONTROL
 HW1141  ___________________________________________________________________
 HW1141* NAD 83(1986)-  38 39 03.     (N)    078 53 24.     (W)     SCALED    
 HW1141* NAVD 88     -       350.655  (meters)    1150.44   (feet)  ADJUSTED  
 HW1141  ___________________________________________________________________
 HW1141  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HW1141  DYNAMIC HT  -         350.408 (meters)    1149.63  (feet)  COMP
 HW1141  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 HW1141
 HW1141  VERT ORDER  -  SECOND    CLASS 0
 HW1141
 HW1141.The horizontal coordinates were scaled from a topographic map and have
 HW1141.an estimated accuracy of +/- 6 seconds.
 HW1141
 HW1141.The orthometric height was determined by differential leveling
 HW1141.and adjusted by the National Geodetic Survey in June 1991..
 HW1141
 HW1141.The geoid height was determined by GEOID03.
 HW1141
 HW1141.The dynamic height is computed by dividing the NAVD 88
 HW1141.geopotential number by the normal gravity value computed on the
 HW1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1141.degrees latitude (g = 980.6199 gals.).
 HW1141
 HW1141.The modeled gravity was interpolated from observed gravity values.
 HW1141
 HW1141;                    North         East    Units  Estimated Accuracy
 HW1141;SPC VA N     - 2,109,310.    3,466,050.      MT  (+/- 180 meters Scaled)
 HW1141
 HW1141                          SUPERSEDED SURVEY CONTROL
 HW1141
 HW1141  NGVD 29 (??/??/92)  350.801  (m)         1150.92   (f) ADJ UNCH    2 0
 HW1141
 HW1141.Superseded values are not recommended for survey control.
 HW1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1141.See file dsdata.txt to determine how the superseded data were derived.
 HW1141
 HW1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC836801(NAD 83)
 HW1141_MARKER: Q = CHISELED SQUARE
 HW1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1141_SP_SET: ROAD RED
 HW1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1141
 HW1141  HISTORY     - Date     Condition        Report By
 HW1141  HISTORY     - UNK      MONUMENTED       USGS
 HW1141  HISTORY     - 1960     GOOD             NGS
 HW1141
 HW1141                          STATION DESCRIPTION
 HW1141
 HW1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1141'6.1 MI W FROM BROADWAY.
 HW1141'MARK IS ON THE OLD ROAD BED OF STATE HIGHWAY 259.  IT IS 150 FEET
 HW1141'EAST OF THE NEW HIGHWAY, 300 FEET EAST OF L. HOVERS HOUSE, 100 FEET
 HW1141'EAST OF AN OLD CEMETERY AND 60 FEET NORTHEAST OF POWER POLE NO.
 HW1141'E/37.  TO REACH FROM THE RAILROAD CROSSING AND STATE HIGHWAY 259
 HW1141'IN BROADWAY, GO WESTERLY ON HIGHWAY 259 FOR 6.1 MILES TO MR. HOVERS
 HW1141'HOUSE ON THE LEFT AND MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0784 ***********************************************************************
 HW0784  DESIGNATION -  1150.45
 HW0784  PID         -  HW0784
 HW0784  STATE/COUNTY-  VA/ROCKINGHAM
 HW0784  USGS QUAD   -  ELKTON EAST (1987)
 HW0784
 HW0784                         *CURRENT SURVEY CONTROL
 HW0784  ___________________________________________________________________
 HW0784* NAD 83(1986)-  38 23 31.     (N)    078 35 48.     (W)     SCALED    
 HW0784* NAVD 88     -       350.529  (meters)    1150.03   (feet)  ADJUSTED  
 HW0784  ___________________________________________________________________
 HW0784  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0784  DYNAMIC HT  -         350.278 (meters)    1149.20  (feet)  COMP
 HW0784  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HW0784
 HW0784  VERT ORDER  -  SECOND    CLASS 0
 HW0784
 HW0784.The horizontal coordinates were scaled from a topographic map and have
 HW0784.an estimated accuracy of +/- 6 seconds.
 HW0784
 HW0784.The orthometric height was determined by differential leveling
 HW0784.and adjusted by the National Geodetic Survey in June 1991..
 HW0784
 HW0784.The geoid height was determined by GEOID03.
 HW0784
 HW0784.The dynamic height is computed by dividing the NAVD 88
 HW0784.geopotential number by the normal gravity value computed on the
 HW0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0784.degrees latitude (g = 980.6199 gals.).
 HW0784
 HW0784.The modeled gravity was interpolated from observed gravity values.
 HW0784
 HW0784;                    North         East    Units  Estimated Accuracy
 HW0784;SPC VA N     - 2,080,510.    3,491,560.      MT  (+/- 180 meters Scaled)
 HW0784
 HW0784                          SUPERSEDED SURVEY CONTROL
 HW0784
 HW0784  NGVD 29 (??/??/92)  350.705  (m)         1150.60   (f) ADJ UNCH    2 0
 HW0784
 HW0784.Superseded values are not recommended for survey control.
 HW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0784.See file dsdata.txt to determine how the superseded data were derived.
 HW0784
 HW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC098520(NAD 83)
 HW0784_MARKER: Q = CHISELED SQUARE
 HW0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0784_SP_SET: CULVERT
 HW0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0784
 HW0784  HISTORY     - Date     Condition        Report By
 HW0784  HISTORY     - UNK      MONUMENTED       USGS
 HW0784  HISTORY     - 1935     GOOD             NGS
 HW0784  HISTORY     - 1965     GOOD             NGS
 HW0784  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 HW0784
 HW0784                          STATION DESCRIPTION
 HW0784
 HW0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0784'2 MI SE FROM ELKTON.
 HW0784'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY PRODUCE
 HW0784'EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY, ABOUT 80 FEET
 HW0784'SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING 50 FEET
 HW0784'NORTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 HW0784'AT A CONCRETE CULVERT, AND ON THE TOP OF THE SOUTH END OF THE
 HW0784'WEST HEAD WALL.
 HW0784
 HW0784                          STATION RECOVERY (1965)
 HW0784
 HW0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0784'RECOVERED IN GOOD CONDITION.
 HW0784
 HW0784                          STATION RECOVERY (1996)
 HW0784
 HW0784'RECOVERY NOTE BY US POWER SQUADRON 1996
 HW0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1601 ***********************************************************************
 GV1601  DESIGNATION -  115.5 USGS
 GV1601  PID         -  GV1601
 GV1601  STATE/COUNTY-  VA/SUSSEX
 GV1601  USGS QUAD   -  WAVERLY (1980)
 GV1601
 GV1601                         *CURRENT SURVEY CONTROL
 GV1601  ___________________________________________________________________
 GV1601* NAD 83(1986)-  37 02 15.     (N)    077 05 45.     (W)     SCALED    
 GV1601* NAVD 88     -        34.933  (meters)     114.61   (feet)  POSTED    
 GV1601  ___________________________________________________________________
 GV1601  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1601  DYNAMIC HT  -          34.910 (meters)     114.53  (feet)  COMP
 GV1601  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 GV1601
 GV1601  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1601
 GV1601.The horizontal coordinates were scaled from a topographic map and have
 GV1601.an estimated accuracy of +/- 6 seconds.
 GV1601
 GV1601.The orthometric height was determined by differential leveling
 GV1601.and adjusted by the National Geodetic Survey in 1992..
 GV1601.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1601.rate of 0.0 thru 1.0 mm/km.
 GV1601
 GV1601.The geoid height was determined by GEOID03.
 GV1601
 GV1601.The dynamic height is computed by dividing the NAVD 88
 GV1601.geopotential number by the normal gravity value computed on the
 GV1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1601.degrees latitude (g = 980.6199 gals.).
 GV1601
 GV1601.The modeled gravity was interpolated from observed gravity values.
 GV1601
 GV1601;                    North         East    Units  Estimated Accuracy
 GV1601;SPC VA S     - 1,079,070.    3,624,920.      MT  (+/- 180 meters Scaled)
 GV1601
 GV1601                          SUPERSEDED SURVEY CONTROL
 GV1601
 GV1601  NGVD 29 (??/??/??)   35.244  (m)          115.63   (f) ADJUSTED    1 2
 GV1601
 GV1601.Superseded values are not recommended for survey control.
 GV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1601.See file dsdata.txt to determine how the superseded data were derived.
 GV1601
 GV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG136010(NAD 83)
 GV1601_MARKER: Q = CHISELED SQUARE
 GV1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1601_SP_SET: DRAIN PIPE HEADWALL
 GV1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1601
 GV1601  HISTORY     - Date     Condition        Report By
 GV1601  HISTORY     - UNK      MONUMENTED       USGS
 GV1601  HISTORY     - 1932     GOOD             CGS
 GV1601  HISTORY     - 1942     GOOD             CGS
 GV1601  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1601  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1601
 GV1601                          STATION DESCRIPTION
 GV1601
 GV1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1601'AT WAVERLY.
 GV1601'AT WAVERLY, AT THE RAIL JUNCTION OF THE NORFOLK AND WESTERN
 GV1601'AND SOUTHERN RAILWAY NARROW GUAGE TRACK, 150 YARDS NORTHWEST
 GV1601'OF THE RAILWAY STATION OF THE NORFOLK AND WESTERN RAILWAY, IN
 GV1601'THE SOUTHEAST CORNER OF THE RAIL JUNCTION, IN THE SOUTHEAST
 GV1601'CORNER OF THE TOP OF THE SOUTHEAST HEADWALL OF A 2-FOOT DRAIN
 GV1601'PIPE UNDER THE TRACKS OF THE SOUTHERN RAILWAY.  A CHISELED
 GV1601'SQUARE MARKED BM.
 GV1601
 GV1601                          STATION RECOVERY (1942)
 GV1601
 GV1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 GV1601'RECOVERED IN GOOD CONDITION.
 GV1601
 GV1601                          STATION RECOVERY (1997)
 GV1601
 GV1601'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1601'MARK NOT FOUND.
 GV1601
 GV1601                          STATION RECOVERY (2002)
 GV1601
 GV1601'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0887 ***********************************************************************
 HW0887  DESIGNATION -  1156.4
 HW0887  PID         -  HW0887
 HW0887  STATE/COUNTY-  VA/ROCKINGHAM
 HW0887  USGS QUAD   -  MC GAHEYSVILLE (1987)
 HW0887
 HW0887                         *CURRENT SURVEY CONTROL
 HW0887  ___________________________________________________________________
 HW0887* NAD 83(1986)-  38 22 29.     (N)    078 44 00.     (W)     SCALED    
 HW0887* NAVD 88     -       352.272  (meters)    1155.75   (feet)  ADJUSTED  
 HW0887  ___________________________________________________________________
 HW0887  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0887  DYNAMIC HT  -         352.018 (meters)    1154.91  (feet)  COMP
 HW0887  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HW0887
 HW0887  VERT ORDER  -  SECOND    CLASS 0
 HW0887
 HW0887.The horizontal coordinates were scaled from a topographic map and have
 HW0887.an estimated accuracy of +/- 6 seconds.
 HW0887
 HW0887.The orthometric height was determined by differential leveling
 HW0887.and adjusted by the National Geodetic Survey in June 1991..
 HW0887
 HW0887.The geoid height was determined by GEOID03.
 HW0887
 HW0887.The dynamic height is computed by dividing the NAVD 88
 HW0887.geopotential number by the normal gravity value computed on the
 HW0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0887.degrees latitude (g = 980.6199 gals.).
 HW0887
 HW0887.The modeled gravity was interpolated from observed gravity values.
 HW0887
 HW0887;                    North         East    Units  Estimated Accuracy
 HW0887;SPC VA N     - 2,078,620.    3,479,610.      MT  (+/- 180 meters Scaled)
 HW0887
 HW0887                          SUPERSEDED SURVEY CONTROL
 HW0887
 HW0887  NGVD 29 (??/??/92)  352.433  (m)         1156.27   (f) ADJ UNCH    2 0
 HW0887
 HW0887.Superseded values are not recommended for survey control.
 HW0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0887.See file dsdata.txt to determine how the superseded data were derived.
 HW0887
 HW0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC980498(NAD 83)
 HW0887_MARKER: N = NAIL
 HW0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0887_SP_SET: TREE
 HW0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0887
 HW0887  HISTORY     - Date     Condition        Report By
 HW0887  HISTORY     - UNK      MONUMENTED       USGS
 HW0887  HISTORY     - 1935     GOOD             NGS
 HW0887  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0887  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0887
 HW0887                          STATION DESCRIPTION
 HW0887
 HW0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0887'AT MC GAHEYSVILLE.
 HW0887'AT MC GAHEYSVILLE, ROCKINGHAM COUNTY, 100 FEET NORTH OF THE
 HW0887'CHESAPEAKE WESTERN RAILWAY STATION, 7 FEET WEST OF THE EDGE OF
 HW0887'COUNTY ROAD 647, AND IN THE WEST SIDE OF THE BASE OF A 30-INCH
 HW0887'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HW0887'NAIL AND WASHER.
 HW0887
 HW0887                          STATION RECOVERY (1968)
 HW0887
 HW0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0887'MARK NOT FOUND.
 HW0887
 HW0887                          STATION RECOVERY (1998)
 HW0887
 HW0887'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1600 ***********************************************************************
 GV1600  DESIGNATION -  115.7 SOURR
 GV1600  PID         -  GV1600
 GV1600  STATE/COUNTY-  VA/SUSSEX
 GV1600  USGS QUAD   -  WAVERLY (1980)
 GV1600
 GV1600                         *CURRENT SURVEY CONTROL
 GV1600  ___________________________________________________________________
 GV1600* NAD 83(1986)-  37 02 15.     (N)    077 05 45.     (W)     SCALED    
 GV1600* NAVD 88     -        34.932  (meters)     114.61   (feet)  ADJUSTED  
 GV1600  ___________________________________________________________________
 GV1600  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1600  DYNAMIC HT  -          34.906 (meters)     114.52  (feet)  COMP
 GV1600  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 GV1600
 GV1600  VERT ORDER  -  SECOND    CLASS 0
 GV1600
 GV1600.The horizontal coordinates were scaled from a topographic map and have
 GV1600.an estimated accuracy of +/- 6 seconds.
 GV1600
 GV1600.The orthometric height was determined by differential leveling
 GV1600.and adjusted by the National Geodetic Survey in June 1991..
 GV1600
 GV1600.The geoid height was determined by GEOID03.
 GV1600
 GV1600.The dynamic height is computed by dividing the NAVD 88
 GV1600.geopotential number by the normal gravity value computed on the
 GV1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1600.degrees latitude (g = 980.6199 gals.).
 GV1600
 GV1600.The modeled gravity was interpolated from observed gravity values.
 GV1600
 GV1600;                    North         East    Units  Estimated Accuracy
 GV1600;SPC VA S     - 1,079,070.    3,624,920.      MT  (+/- 180 meters Scaled)
 GV1600
 GV1600                          SUPERSEDED SURVEY CONTROL
 GV1600
 GV1600  NGVD 29 (??/??/??)   35.268  (m)          115.71   (f) ADJUSTED    2 0
 GV1600
 GV1600.Superseded values are not recommended for survey control.
 GV1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1600.See file dsdata.txt to determine how the superseded data were derived.
 GV1600
 GV1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG136010(NAD 83)
 GV1600_MARKER: B = BOLT
 GV1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1600_SP_SET: HEADWALL
 GV1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1600
 GV1600  HISTORY     - Date     Condition        Report By
 GV1600  HISTORY     - UNK      MONUMENTED       SOURR
 GV1600  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV1600  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1600  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1600
 GV1600                          STATION DESCRIPTION
 GV1600
 GV1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1600'AT WAVERLY.
 GV1600'AT WAVERLY, SUSSEX COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GV1600'150 YARDS NORTHWEST OF THE STATION, AT THE CROSSING OF THE
 GV1600'SOUTHERN RAILWAY NARROW-GAUGE TRACK, AT AN 18-INCH DRAINPIPE
 GV1600'UNDER THE SOUTHERN RAILWAY, AND IN THE TOP OF THE EAST CORNER
 GV1600'OF THE SOUTHEAST CONCRETE HEADWALL.  A ONE-INCH IRON BOLT
 GV1600'WITH A HEMISPHERICAL HEAD.  NOTE-- THE HEADWALL OF THE DRAIN-PIPE
 GV1600'WAS FOUND BROKEN OFF AND THE MARK APPARENTLY DESTROYED.
 GV1600
 GV1600                          STATION RECOVERY (1997)
 GV1600
 GV1600'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1600'MARK NOT FOUND.
 GV1600
 GV1600                          STATION RECOVERY (2002)
 GV1600
 GV1600'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1445 ***********************************************************************
 FX1445  DESIGNATION -  116
 FX1445  PID         -  FX1445
 FX1445  STATE/COUNTY-  VA/SUSSEX
 FX1445  USGS QUAD   -  PURDY (1986)
 FX1445
 FX1445                         *CURRENT SURVEY CONTROL
 FX1445  ___________________________________________________________________
 FX1445* NAD 83(1986)-  36 50 55.     (N)    077 33 51.     (W)     SCALED    
 FX1445* NAVD 88     -        35.119  (meters)     115.22   (feet)  POSTED    
 FX1445  ___________________________________________________________________
 FX1445  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 FX1445  DYNAMIC HT  -          35.090 (meters)     115.12  (feet)  COMP
 FX1445  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 FX1445
 FX1445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1445
 FX1445.The horizontal coordinates were scaled from a topographic map and have
 FX1445.an estimated accuracy of +/- 6 seconds.
 FX1445
 FX1445.The orthometric height was determined by differential leveling
 FX1445.and adjusted by the National Geodetic Survey in 1992..
 FX1445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1445.rate of 0.0 thru 1.0 mm/km.
 FX1445
 FX1445.The geoid height was determined by GEOID03.
 FX1445
 FX1445.The dynamic height is computed by dividing the NAVD 88
 FX1445.geopotential number by the normal gravity value computed on the
 FX1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1445.degrees latitude (g = 980.6199 gals.).
 FX1445
 FX1445.The modeled gravity was interpolated from observed gravity values.
 FX1445
 FX1445;                    North         East    Units  Estimated Accuracy
 FX1445;SPC VA S     - 1,057,600.    3,583,460.      MT  (+/- 180 meters Scaled)
 FX1445
 FX1445                          SUPERSEDED SURVEY CONTROL
 FX1445
 FX1445  NGVD 29 (??/??/92)   35.456  (m)          116.33   (f) ADJ UNCH    2 0
 FX1445
 FX1445.Superseded values are not recommended for survey control.
 FX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1445.See file dsdata.txt to determine how the superseded data were derived.
 FX1445
 FX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF713811(NAD 83)
 FX1445_MARKER: P = PIPE CAP
 FX1445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1445_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1445_STAMPING: 116.1918
 FX1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1445
 FX1445  HISTORY     - Date     Condition        Report By
 FX1445  HISTORY     - 1918     MONUMENTED       USGS
 FX1445  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1445  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX1445  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1445
 FX1445                          STATION DESCRIPTION
 FX1445
 FX1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1445'3 MI N FROM PURDY.
 FX1445'ABOUT 3 MILES NORTH ALONG STATE SECONDARY ROAD 619 FROM THE
 FX1445'CROSSING OF THE VIRGINIAN RAILWAY AT PURDY, GREENSVILLE COUNTY,
 FX1445'JUST SOUTH OF THE NOTTOWAY RIVER BRIDGE, 15 FEET SOUTH OF THE
 FX1445'CENTER OF THE JUNCTION OF STATE SECONDARY ROAD 610, 40 FEET
 FX1445'NORTH OF THE NORTH CORNER OF A CONCRETE PUMPING STATION, AND
 FX1445'ABOUT 1 FOOT LOWER THAN THE ROAD.  A UNITED STATES GEOLOGICAL
 FX1445'SURVEY STANDARD CAP, STAMPED 116.1918 AND RIVETED ON THE TOP
 FX1445'OF AN IRON PIPE.  MARK MAY BE BURRIED WHEN NEW BRIDGE WAS BUILT
 FX1445'IN 1952 AND LAND RAISED TO A HIGHER LEVEL.
 FX1445
 FX1445                          STATION RECOVERY (1997)
 FX1445
 FX1445'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1445'MARK NOT FOUND.
 FX1445
 FX1445                          STATION RECOVERY (2002)
 FX1445
 FX1445'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1450 ***********************************************************************
 GW1450  DESIGNATION -  116
 GW1450  PID         -  GW1450
 GW1450  STATE/COUNTY-  VA/BOTETOURT
 GW1450  USGS QUAD   -  STEWARTSVILLE (1984)
 GW1450
 GW1450                         *CURRENT SURVEY CONTROL
 GW1450  ___________________________________________________________________
 GW1450* NAD 83(1986)-  37 21 55.     (N)    079 49 06.     (W)     SCALED    
 GW1450* NAVD 88     -       353.589  (meters)    1160.07   (feet)  POSTED    
 GW1450  ___________________________________________________________________
 GW1450  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1450  DYNAMIC HT  -         353.290 (meters)    1159.09  (feet)  COMP
 GW1450  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GW1450
 GW1450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1450
 GW1450.The horizontal coordinates were scaled from a topographic map and have
 GW1450.an estimated accuracy of +/- 6 seconds.
 GW1450
 GW1450.The orthometric height was determined by differential leveling
 GW1450.and adjusted by the National Geodetic Survey in 1992..
 GW1450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1450.rate of 0.0 thru 1.0 mm/km.
 GW1450
 GW1450.The geoid height was determined by GEOID03.
 GW1450
 GW1450.The dynamic height is computed by dividing the NAVD 88
 GW1450.geopotential number by the normal gravity value computed on the
 GW1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1450.degrees latitude (g = 980.6199 gals.).
 GW1450
 GW1450.The modeled gravity was interpolated from observed gravity values.
 GW1450
 GW1450;                    North         East    Units  Estimated Accuracy
 GW1450;SPC VA S     - 1,115,340.    3,383,230.      MT  (+/- 180 meters Scaled)
 GW1450
 GW1450                          SUPERSEDED SURVEY CONTROL
 GW1450
 GW1450  NGVD 29 (??/??/92)  353.775  (m)         1160.68   (f) ADJ UNCH    2 0
 GW1450
 GW1450.Superseded values are not recommended for survey control.
 GW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1450.See file dsdata.txt to determine how the superseded data were derived.
 GW1450
 GW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB046360(NAD 83)
 GW1450_MARKER: DD = SURVEY DISK
 GW1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1450_SP_SET: RETAINING WALL
 GW1450_STAMPING: 116 WSM 1161 1960
 GW1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1450
 GW1450  HISTORY     - Date     Condition        Report By
 GW1450  HISTORY     - 1960     MONUMENTED       USGS
 GW1450  HISTORY     - 1964     GOOD             NGS
 GW1450
 GW1450                          STATION DESCRIPTION
 GW1450
 GW1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1450'4.1 MI E FROM BONSACK.
 GW1450'ABOUT 4.1 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE BONSACK
 GW1450'METHODIST CHURCH TO THE MARK SET IN THE TOP OF A ROCK RETAINING
 GW1450'WALL, 39.8 FEET NORTHWEST APPROXIMATE CENTER OF HIGHWAY, 33.8
 GW1450'FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 14.4
 GW1450'FEET NORTHWEST OF NORTHWEST WINGWALL OF A BRIDGE AND IS ABOUT
 GW1450'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6024 ***********************************************************************
 GV6024  DESIGNATION -  116
 GV6024  PID         -  GV6024
 GV6024  STATE/COUNTY-  VA/YORK
 GV6024  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6024
 GV6024                         *CURRENT SURVEY CONTROL
 GV6024  ___________________________________________________________________
 GV6024* NAD 83(1993)-  37 06 59.38836(N)    076 25 01.07211(W)     ADJUSTED  
 GV6024* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 GV6024  ___________________________________________________________________
 GV6024  X           -   1,195,919.465 (meters)                     COMP
 GV6024  Y           -  -4,949,750.542 (meters)                     COMP
 GV6024  Z           -   3,827,690.692 (meters)                     COMP
 GV6024  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV6024  ELLIP HEIGHT-         -32.88  (meters)          (06/04/02) GPS OBS
 GV6024  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 GV6024
 GV6024  HORZ ORDER  -  SECOND
 GV6024  ELLP ORDER  -  FOURTH    CLASS II
 GV6024
 GV6024.The horizontal coordinates were established by GPS observations
 GV6024.and adjusted by the National Geodetic Survey in September 1995..
 GV6024
 GV6024.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6024
 GV6024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6024
 GV6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6024
 GV6024.The ellipsoidal height was determined by GPS observations
 GV6024.and is referenced to NAD 83.
 GV6024
 GV6024.The geoid height was determined by GEOID03.
 GV6024
 GV6024;                    North         East     Units Scale Factor Converg.
 GV6024;SPC VA S     - 1,088,953.262 3,685,107.858   MT  0.99995494   +1 15 51.3
 GV6024;SPC VA S     - 3,572,674.16 12,090,224.70   sFT  0.99995494   +1 15 51.3
 GV6024;UTM  18      - 4,108,735.304   374,113.157   MT  0.99979522   -0 51 18.6
 GV6024
 GV6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6024!SPC VA S     -   1.00000516  x   0.99995494  =   0.99996010
 GV6024!UTM  18      -   1.00000516  x   0.99979522  =   0.99980038
 GV6024
 GV6024                          SUPERSEDED SURVEY CONTROL
 GV6024
 GV6024  ELLIP H (09/08/95)  -32.80   (m)                       GP(       ) 4 2
 GV6024  NAD 83(1986)-  37 06 59.39809(N)    076 25 01.10441(W) AD(       ) 2
 GV6024  NGVD 29 (12/05/90)    3.8    (m)           12.     (f) GPS OBS        
 GV6024
 GV6024.Superseded values are not recommended for survey control.
 GV6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6024.See file dsdata.txt to determine how the superseded data were derived.
 GV6024
 GV6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7411308735(NAD 83)
 GV6024_MARKER: DD = SURVEY DISK
 GV6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6024_SP_SET: CONCRETE POST
 GV6024_STAMPING: STATION NO. 116
 GV6024_MARK LOGO: VA-199
 GV6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6024+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6024
 GV6024  HISTORY     - Date     Condition        Report By
 GV6024  HISTORY     - 1988     MONUMENTED       BSC
 GV6024
 GV6024                          STATION DESCRIPTION
 GV6024
 GV6024'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6024'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6024'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6024'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6024'2.7 KM (1.70 MI) TO THE INTERSECTION WITH RUNNING MAN TRAIL.  TURN
 GV6024'RIGHT ONTO RUNNING MAN TRAIL AND CONTINUE SOUTH FOR APPROXIMATELY 0.86
 GV6024'KM (0.55 MI)  TO THE STATION IN THE MEDIAN.
 GV6024'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV6024'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE
 GV6024'NORTHERN GRASS MEDIAN AT THE INTERSECTION OF RUNNING MAN TRAIL AND
 GV6024'POTOMAC RUN/ANACOSTIA TURN, 1.68 M (5.5 FT) NORTHEAST OF THE EDGE OF
 GV6024'THE PAVEMENT OF THE CROSSOVER, 2.59 M (8.5 FT) SOUTHWEST OF THE EDGE
 GV6024'OF THE PAVEMENT OF THE NORTHBOUND LANE OF RUNNING MAN TRAIL.  LOCATION
 GV6024'OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6024'BEARING             DISTANCE
 GV6024'RM 1    S48 53 59W       34.58 M (113.5 FT)
 GV6024'RM 2    S58 45 58E       19.09 M (62.6 FT)
 GV6024'RM 3    N06 00 40E       351.02 M (1151.6 FT)
 GV6024'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6024'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6024'1.IT IS LOCATED 10.97 M (36.0 FT) NORTHWEST OF THE EDGE OF THE
 GV6024'PAVEMENT OF RUNNING MAN TRAIL, 9.75 M (32.0 FT) SOUTHEAST OF THE
 GV6024'CENTER LINE OF ANACOSTIA TURN.
 GV6024'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6024'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6024'2.  IT IS LOCATED 10.21 M (33.5 FT) NORTHEAST OF THE CENTER LINE OF
 GV6024'POTOMAC RUN, 1.68 M (5.5 FT) WEST OF LIGHT POLE A126.
 GV6024'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6024'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6024'3.  IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 GV6024'RUNNING MAN TRAIL AND MOBJACK COURT, 5.79 M (19.0 FT) NORTHEAST OF THE
 GV6024'EDGE OF THE PAVEMENT OF RUNNING MAN TRAIL, 5.33 M (17.5 FT) SOUTH OF
 GV6024'LIGHT POLE AL-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5566 ***********************************************************************
 GV5566  DESIGNATION -  116 C OF R 1972
 GV5566  PID         -  GV5566
 GV5566  STATE/COUNTY-  VA/C OF RICHMOND
 GV5566  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5566
 GV5566                         *CURRENT SURVEY CONTROL
 GV5566  ___________________________________________________________________
 GV5566* NAD 83(1993)-  37 28 17.36524(N)    077 28 06.52090(W)     ADJUSTED  
 GV5566* NAVD 88     -        52.31   (+/-2cm)     171.6    (feet)  VERTCON   
 GV5566  ___________________________________________________________________
 GV5566  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV5566  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5566
 GV5566  HORZ ORDER  -  SECOND
 GV5566  VERT ORDER  -  THIRD ? (See Below)
 GV5566
 GV5566.The horizontal coordinates were established by classical geodetic methods
 GV5566.and adjusted by the National Geodetic Survey in September 1995..
 GV5566
 GV5566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5566.The vertical order pertains to the NGVD 29 superseded value.
 GV5566
 GV5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5566
 GV5566.The geoid height was determined by GEOID03.
 GV5566
 GV5566;                    North         East     Units Scale Factor Converg.
 GV5566;SPC VA S     - 1,126,805.694 3,591,240.808   MT  0.99994704   +0 37 33.8
 GV5566;SPC VA S     - 3,696,861.68 11,782,262.55   sFT  0.99994704   +0 37 33.8
 GV5566;UTM  18      - 4,150,040.139   281,710.408   MT  1.00018698   -1 30 08.4
 GV5566
 GV5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5566!SPC VA S     -   0.99999698  x   0.99994704  =   0.99994402
 GV5566!UTM  18      -   0.99999698  x   1.00018698  =   1.00018396
 GV5566
 GV5566|---------------------------------------------------------------------|
 GV5566| PID    Reference Object                     Distance      Geod. Az  |
 GV5566|                                                           dddmmss.s |
 GV5566| GV5568 4                                   249.118 METERS 19323     |
 GV5566| GV5567 115 C OF R 1972                     APPROX. 0.5 KM 3552340.8 |
 GV5566|---------------------------------------------------------------------|
 GV5566
 GV5566                          SUPERSEDED SURVEY CONTROL
 GV5566
 GV5566  NAD 83(1993)-  37 28 17.36522(N)    077 28 06.52078(W) AD(       ) 2
 GV5566  NAD 83(1986)-  37 28 17.37156(N)    077 28 06.53780(W) AD(       ) 2
 GV5566  NAD 27      -  37 28 16.84020(N)    077 28 07.59154(W) AD(       ) 2
 GV5566  NGVD 29 (07/19/86)   52.62   (m)          172.6    (f) LEVELING    3  
 GV5566
 GV5566.Superseded values are not recommended for survey control.
 GV5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5566.See file dsdata.txt to determine how the superseded data were derived.
 GV5566
 GV5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8171050040(NAD 83)
 GV5566_MARKER: Z = SEE DESCRIPTION
 GV5566_SETTING: 0 = UNSPECIFIED SETTING
 GV5566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5566
 GV5566  HISTORY     - Date     Condition        Report By
 GV5566  HISTORY     - 1972     MONUMENTED       VA2060
 GV5566  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5566  HISTORY     - 19991023 GOOD             USPSQD
 GV5566  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 GV5566
 GV5566                          STATION DESCRIPTION
 GV5566
 GV5566'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5566'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5566'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO THE
 GV5566'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 1.60
 GV5566'MILES TO THE INTERSECTION OF HOPKINS RD., THENCE NORTH ON HOPKINS
 GV5566'RD. 0.10 MILE TO POINT
 GV5566'NO. 116.
 GV5566'
 GV5566'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5566'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5566'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5566'ABOUT 8 INCHES BELOW GROUND.
 GV5566'
 GV5566'18.6 FEET E. OF C/L OF HOPKINS RD., 2.5 FEET S.E. OF C AND P POLE
 GV5566'NO. 8241H, VEPCO POLE NO. SJ04, 56.1 FEET N.E. OF A 12 INCHES PINOAK
 GV5566'TREE.
 GV5566'
 GV5566'NEAREST TOWN--RICHMOND.
 GV5566
 GV5566                          STATION RECOVERY (1995)
 GV5566
 GV5566'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5566'MARK NOT FOUND.
 GV5566
 GV5566                          STATION RECOVERY (1999)
 GV5566
 GV5566'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5566'RECOVERED IN GOOD CONDITION.
 GV5566
 GV5566                          STATION RECOVERY (2003)
 GV5566
 GV5566'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1186 ***********************************************************************
 GV1186  DESIGNATION -  116 USGS
 GV1186  PID         -  GV1186
 GV1186  STATE/COUNTY-  VA/CAROLINE
 GV1186  USGS QUAD   -  RUTHER GLEN (1985)
 GV1186
 GV1186                         *CURRENT SURVEY CONTROL
 GV1186  ___________________________________________________________________
 GV1186* NAD 83(1986)-  37 53 43.     (N)    077 27 51.     (W)     SCALED    
 GV1186* NAVD 88     -        35.160  (meters)     115.35   (feet)  ADJUSTED  
 GV1186  ___________________________________________________________________
 GV1186  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GV1186  DYNAMIC HT  -          35.138 (meters)     115.28  (feet)  COMP
 GV1186  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 GV1186
 GV1186  VERT ORDER  -  FIRST     CLASS II
 GV1186
 GV1186.The horizontal coordinates were scaled from a topographic map and have
 GV1186.an estimated accuracy of +/- 6 seconds.
 GV1186
 GV1186.The orthometric height was determined by differential leveling
 GV1186.and adjusted by the National Geodetic Survey in June 1991..
 GV1186
 GV1186.The geoid height was determined by GEOID03.
 GV1186
 GV1186.The dynamic height is computed by dividing the NAVD 88
 GV1186.geopotential number by the normal gravity value computed on the
 GV1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1186.degrees latitude (g = 980.6199 gals.).
 GV1186
 GV1186.The modeled gravity was interpolated from observed gravity values.
 GV1186
 GV1186;                    North         East    Units  Estimated Accuracy
 GV1186;SPC VA N     - 2,025,890.    3,591,110.      MT  (+/- 180 meters Scaled)
 GV1186
 GV1186                          SUPERSEDED SURVEY CONTROL
 GV1186
 GV1186  NGVD 29 (??/??/??)   35.446  (m)          116.29   (f) ADJUSTED    1 2
 GV1186
 GV1186.Superseded values are not recommended for survey control.
 GV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1186.See file dsdata.txt to determine how the superseded data were derived.
 GV1186
 GV1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG833970(NAD 83)
 GV1186_MARKER: P = PIPE CAP
 GV1186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1186_STAMPING: 116.292 VA 1917
 GV1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1186
 GV1186  HISTORY     - Date     Condition        Report By
 GV1186  HISTORY     - 1917     MONUMENTED       USGS
 GV1186  HISTORY     - 1960     GOOD             CGS
 GV1186  HISTORY     - 1974     GOOD             NGS
 GV1186  HISTORY     - 19950121 GOOD             USPSQD
 GV1186  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1186  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1186
 GV1186                          STATION DESCRIPTION
 GV1186
 GV1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1186'2.7 MI N FROM DOSWELL.
 GV1186'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OVER
 GV1186'THE CHESAPEAKE AND OHIO RAILROAD AT DOSWELL, THENCE ABOUT 0.3
 GV1186'MILE SOUTHEAST ALONG A WOODS ROAD, (TO THE CROSSING OF THE
 GV1186'RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD), 105 YARDS
 GV1186'SOUTH-SOUTHWEST OF THE CROSSING, 90 FEET WEST OF THE WEST RAIL
 GV1186'OF SOUTH-BOUND TRACK, 9 FEET NORTH OF THE CENTER LINE OF A FOOT
 GV1186'PATH LEADING WEST AND DOWN HILL, 66 FEET SOUTHWEST OF THE SECOND
 GV1186'TELEPHONE AND POWER LINE POLE SOUTH OF CROSSING, 0.9 FOOT NORTH
 GV1186'OF A STEEL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 GV1186'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 GV1186'5 INCHES.  ABOUT 2.55 MILES NORTH ALONG THE RICHMOND FREDERICKSBURG
 GV1186'AND POTOMAC RAILROAD FROM THE CROSSING OF THE CHESAPEAKE AND OHIO
 GV1186'RAILROAD AT DOSWELL.
 GV1186
 GV1186                          STATION RECOVERY (1974)
 GV1186
 GV1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1186'RECOVERED IN GOOD CONDITION.
 GV1186
 GV1186                          STATION RECOVERY (1995)
 GV1186
 GV1186'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1186'RECOVERED IN GOOD CONDITION.
 GV1186
 GV1186                          STATION RECOVERY (2002)
 GV1186
 GV1186'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1186'MARK NOT FOUND.
 GV1186
 GV1186                          STATION RECOVERY (2003)
 GV1186
 GV1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1753 ***********************************************************************
 GW1753  DESIGNATION -  1162
 GW1753  PID         -  GW1753
 GW1753  STATE/COUNTY-  VA/BOTETOURT
 GW1753  USGS QUAD   -  SALISBURY (1985)
 GW1753
 GW1753                         *CURRENT SURVEY CONTROL
 GW1753  ___________________________________________________________________
 GW1753* NAD 83(1986)-  37 36 27.     (N)    079 50 01.     (W)     SCALED    
 GW1753* NAVD 88     -       354.084  (meters)    1161.69   (feet)  ADJUSTED  
 GW1753  ___________________________________________________________________
 GW1753  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1753  DYNAMIC HT  -         353.801 (meters)    1160.76  (feet)  COMP
 GW1753  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GW1753
 GW1753  VERT ORDER  -  SECOND    CLASS 0
 GW1753
 GW1753.The horizontal coordinates were scaled from a topographic map and have
 GW1753.an estimated accuracy of +/- 6 seconds.
 GW1753
 GW1753.The orthometric height was determined by differential leveling
 GW1753.and adjusted by the National Geodetic Survey in June 1991..
 GW1753
 GW1753.The geoid height was determined by GEOID03.
 GW1753
 GW1753.The dynamic height is computed by dividing the NAVD 88
 GW1753.geopotential number by the normal gravity value computed on the
 GW1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1753.degrees latitude (g = 980.6199 gals.).
 GW1753
 GW1753.The modeled gravity was interpolated from observed gravity values.
 GW1753
 GW1753;                    North         East    Units  Estimated Accuracy
 GW1753;SPC VA S     - 1,142,230.    3,382,250.      MT  (+/- 180 meters Scaled)
 GW1753
 GW1753                          SUPERSEDED SURVEY CONTROL
 GW1753
 GW1753  NGVD 29 (??/??/92)  354.269  (m)         1162.30   (f) ADJ UNCH    2 0
 GW1753
 GW1753.Superseded values are not recommended for survey control.
 GW1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1753.See file dsdata.txt to determine how the superseded data were derived.
 GW1753
 GW1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB029629(NAD 83)
 GW1753_MARKER: DD = SURVEY DISK
 GW1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1753_STAMPING: 1162 30 RHP 1959
 GW1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1753+STABILITY: SURFACE MOTION
 GW1753
 GW1753  HISTORY     - Date     Condition        Report By
 GW1753  HISTORY     - 1959     MONUMENTED       USGS
 GW1753  HISTORY     - 1964     GOOD             NGS
 GW1753
 GW1753                          STATION DESCRIPTION
 GW1753
 GW1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1753'2.9 MI S FROM EAGLE MOUNTAIN.
 GW1753'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 GW1753'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 43 AT THE NORTH END OF
 GW1753'THE BRIDGE OVER THE JAMES RIVER AND IN THE NORTH EDGE OF EAGLE
 GW1753'MOUNTAIN TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW1753'2 INCHES, 60.0 FEET EAST OF CENTERLINE OF HIGHWAY, 12.0 FEET
 GW1753'NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 655, 8.0 FEET EAST
 GW1753'OF A FENCE CORNER, 1.4 FEET SOUTH OF A FENCE, 2.6 FEET NORTHWEST
 GW1753'OF D.P. BARGERS MAIL BOX AND IS ABOUT 2.0 FEET BELOW THE LEVEL
 GW1753'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0705 ***********************************************************************
 HW0705  DESIGNATION -  1163.440
 HW0705  PID         -  HW0705
 HW0705  STATE/COUNTY-  VA/AUGUSTA
 HW0705  USGS QUAD   -  CRIMORA (1987)
 HW0705
 HW0705                         *CURRENT SURVEY CONTROL
 HW0705  ___________________________________________________________________
 HW0705* NAD 83(1986)-  38 12 35.     (N)    078 50 01.     (W)     SCALED    
 HW0705* NAVD 88     -       355.254  (meters)    1165.53   (feet)  ADJUSTED  
 HW0705  ___________________________________________________________________
 HW0705  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0705  DYNAMIC HT  -         354.990 (meters)    1164.66  (feet)  COMP
 HW0705  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 HW0705
 HW0705  VERT ORDER  -  SECOND    CLASS 0
 HW0705
 HW0705.The horizontal coordinates were scaled from a topographic map and have
 HW0705.an estimated accuracy of +/- 6 seconds.
 HW0705
 HW0705.The orthometric height was determined by differential leveling
 HW0705.and adjusted by the National Geodetic Survey in June 1991..
 HW0705
 HW0705.The geoid height was determined by GEOID03.
 HW0705
 HW0705.The dynamic height is computed by dividing the NAVD 88
 HW0705.geopotential number by the normal gravity value computed on the
 HW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0705.degrees latitude (g = 980.6199 gals.).
 HW0705
 HW0705.The modeled gravity was interpolated from observed gravity values.
 HW0705
 HW0705;                    North         East    Units  Estimated Accuracy
 HW0705;SPC VA N     - 2,060,330.    3,470,780.      MT  (+/- 180 meters Scaled)
 HW0705
 HW0705                          SUPERSEDED SURVEY CONTROL
 HW0705
 HW0705  NGVD 29 (??/??/92)  355.44   (m)         1166.1    (f) COMPUTED    2 0
 HW0705
 HW0705.Superseded values are not recommended for survey control.
 HW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0705.See file dsdata.txt to determine how the superseded data were derived.
 HW0705
 HW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC896313(NAD 83)
 HW0705_MARKER: Q = CHISELED SQUARE
 HW0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0705_SP_SET: ABUTMENT
 HW0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0705
 HW0705  HISTORY     - Date     Condition        Report By
 HW0705  HISTORY     - UNK      MONUMENTED       USGS
 HW0705  HISTORY     - 1935     GOOD             NGS
 HW0705  HISTORY     - 1942     GOOD             NGS
 HW0705
 HW0705                          STATION DESCRIPTION
 HW0705
 HW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0705'4.1 MI N FROM CRIMORA.
 HW0705'4.1 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0705'STATION AT CRIMORA, AUGUSTA COUNTY, ABOUT 740 FEET NORTH OF
 HW0705'MILEPOST 133, AT TRESTLE 486, ON THE TOP OF THE NORTH CONCRETE
 HW0705'ABUTMENT, 8 INCHES SOUTHWEST OF RV 15, DESCRIBED ABOVE, AND 7 FEET
 HW0705'EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 HW0705
 HW0705                          STATION RECOVERY (1942)
 HW0705
 HW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1350 ***********************************************************************
 GW1350  DESIGNATION -  1169
 GW1350  PID         -  GW1350
 GW1350  STATE/COUNTY-  VA/ROANOKE
 GW1350  USGS QUAD   -  ROANOKE (1984)
 GW1350
 GW1350                         *CURRENT SURVEY CONTROL
 GW1350  ___________________________________________________________________
 GW1350* NAD 83(1986)-  37 20 54.     (N)    079 55 18.     (W)     SCALED    
 GW1350* NAVD 88     -       356.226  (meters)    1168.72   (feet)  ADJUSTED  
 GW1350  ___________________________________________________________________
 GW1350  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1350  DYNAMIC HT  -         355.934 (meters)    1167.76  (feet)  COMP
 GW1350  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GW1350
 GW1350  VERT ORDER  -  FIRST     CLASS II
 GW1350
 GW1350.The horizontal coordinates were scaled from a topographic map and have
 GW1350.an estimated accuracy of +/- 6 seconds.
 GW1350
 GW1350.The orthometric height was determined by differential leveling
 GW1350.and adjusted by the National Geodetic Survey in June 1991..
 GW1350
 GW1350.The geoid height was determined by GEOID03.
 GW1350
 GW1350.The dynamic height is computed by dividing the NAVD 88
 GW1350.geopotential number by the normal gravity value computed on the
 GW1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1350.degrees latitude (g = 980.6199 gals.).
 GW1350
 GW1350.The modeled gravity was interpolated from observed gravity values.
 GW1350
 GW1350;                    North         East    Units  Estimated Accuracy
 GW1350;SPC VA S     - 1,113,590.    3,374,050.      MT  (+/- 180 meters Scaled)
 GW1350
 GW1350                          SUPERSEDED SURVEY CONTROL
 GW1350
 GW1350  NGVD 29 (??/??/92)  356.422  (m)         1169.36   (f) ADJ UNCH    1 2
 GW1350
 GW1350.Superseded values are not recommended for survey control.
 GW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1350.See file dsdata.txt to determine how the superseded data were derived.
 GW1350
 GW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB955340(NAD 83)
 GW1350_MARKER: DD = SURVEY DISK
 GW1350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1350_STAMPING: 1169.341 1905
 GW1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1350
 GW1350  HISTORY     - Date     Condition        Report By
 GW1350  HISTORY     - 1905     MONUMENTED       USGS
 GW1350  HISTORY     - 1959     GOOD             NGS
 GW1350
 GW1350                          STATION DESCRIPTION
 GW1350
 GW1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1350'6.4 MI SW FROM TROUTVILLE.
 GW1350'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1350'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG
 GW1350'STATE HIGHWAY 115, 87 FEET NORTHEAST OF AND ACROSS THE NORFOLK
 GW1350'AND WESTERN RAILWAY TRACK FROM THE NORTHEAST CORNER OF THE STATION
 GW1350'AT HOLLINS, 35.9 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.6
 GW1350'FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE RETAINING WALL
 GW1350'AROUND THE YARD OF A HOUSE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GW1350'TRACK, AND RIVETED ON TOP OF A 3 1/2-IRON PIPE PROJECTING 1 FOOT.
 GW1350'NOTE-- PIPE IS LEANING SLIGHTLY, ROD HELD ON LETTERS BM ON WEST
 GW1350'SIDE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6025 ***********************************************************************
 GV6025  DESIGNATION -  117
 GV6025  PID         -  GV6025
 GV6025  STATE/COUNTY-  VA/YORK
 GV6025  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6025
 GV6025                         *CURRENT SURVEY CONTROL
 GV6025  ___________________________________________________________________
 GV6025* NAD 83(1993)-  37 07 28.84801(N)    076 24 35.45225(W)     ADJUSTED  
 GV6025* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 GV6025  ___________________________________________________________________
 GV6025  X           -   1,196,405.397 (meters)                     COMP
 GV6025  Y           -  -4,949,068.912 (meters)                     COMP
 GV6025  Z           -   3,828,414.589 (meters)                     COMP
 GV6025  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 GV6025  ELLIP HEIGHT-         -33.29  (meters)          (06/04/02) GPS OBS
 GV6025  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 GV6025
 GV6025  HORZ ORDER  -  SECOND
 GV6025  ELLP ORDER  -  FOURTH    CLASS II
 GV6025
 GV6025.The horizontal coordinates were established by GPS observations
 GV6025.and adjusted by the National Geodetic Survey in September 1995..
 GV6025
 GV6025.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6025
 GV6025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6025
 GV6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6025
 GV6025.The ellipsoidal height was determined by GPS observations
 GV6025.and is referenced to NAD 83.
 GV6025
 GV6025.The geoid height was determined by GEOID03.
 GV6025
 GV6025;                    North         East     Units Scale Factor Converg.
 GV6025;SPC VA S     - 1,089,875.151 3,685,720.065   MT  0.99995433   +1 16 06.8
 GV6025;SPC VA S     - 3,575,698.72 12,092,233.25   sFT  0.99995433   +1 16 06.8
 GV6025;UTM  18      - 4,109,633.777   374,758.936   MT  0.99979322   -0 51 03.7
 GV6025
 GV6025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6025!SPC VA S     -   1.00000522  x   0.99995433  =   0.99995955
 GV6025!UTM  18      -   1.00000522  x   0.99979322  =   0.99979844
 GV6025
 GV6025                          SUPERSEDED SURVEY CONTROL
 GV6025
 GV6025  ELLIP H (09/08/95)  -33.21   (m)                       GP(       ) 4 2
 GV6025  NAD 83(1993)-  37 07 28.84979(N)    076 24 35.46122(W) AD(       ) 2
 GV6025  NAD 83(1986)-  37 07 28.85769(N)    076 24 35.48467(W) AD(       ) 2
 GV6025  NGVD 29 (12/05/90)    3.4    (m)           11.     (f) GPS OBS        
 GV6025
 GV6025.Superseded values are not recommended for survey control.
 GV6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6025.See file dsdata.txt to determine how the superseded data were derived.
 GV6025
 GV6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7475909634(NAD 83)
 GV6025_MARKER: DD = SURVEY DISK
 GV6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6025_SP_SET: CONCRETE POST
 GV6025_STAMPING: STATION NO. 117
 GV6025_MARK LOGO: VA-199
 GV6025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6025+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 GV6025
 GV6025  HISTORY     - Date     Condition        Report By
 GV6025  HISTORY     - 1988     MONUMENTED       BSC
 GV6025  HISTORY     - 19890120 GOOD
 GV6025  HISTORY     - 20041215 GOOD             DEWDAV
 GV6025
 GV6025                          STATION DESCRIPTION
 GV6025
 GV6025'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6025'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6025'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6025'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6025'3.5 KM (2.15 MI) TO THE STATION ON THE RIGHT JUST PAST THE
 GV6025'INTERSECTION WITH ROUTE 782 (CARYS CHAPEL ROAD).
 GV6025'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6025'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6025'SOUTHEAST CORNER OF THE INTERSECTION OF ROUTES 171 (VICTORY BOULEVARD)
 GV6025'AND 782 (CARYS CHAPEL ROAD), 9.75 M (32.0 FT) SOUTH OF THE CENTER LINE
 GV6025'OF ROUTE 171, 8.08 M (26.5 FT) EAST OF THE CENTER LINE OF ROUTE 782.
 GV6025'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6025'BEARING             DISTANCE
 GV6025'RM 1    N77 55 38E       36.68 M (120.3 FT)
 GV6025'RM 2    S00 42 06W       37.40 M (122.7 FT)
 GV6025'RM 3    S76 19 25W       497.07 M (1630.8 FT)
 GV6025'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6025'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6025'1.IT IS LOCATED 10.82 M (35.5 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6025'171 (VICTORY BOULEVARD), 7.77 M (25.5 FT) WEST OF UTILITY POLE 473-28.
 GV6025'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6025'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6025'2.  IT IS LOCATED 3.35 M (11.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6025'ROUTE 782 (CARYS CHAPEL ROAD), 0.91 M (3.0 FT) NORTHWEST OF THE WOOD
 GV6025'END POLE OF A CHAIN LINK FENCE.
 GV6025'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6025'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6025'3.  IT IS LOCATED AT THE NORTHEAST CORNER OF ROUTES 171 (VICTORY
 GV6025'BOULEVARD) AND 1541 (SINCLAIR LANE), 7.01 M (23.0 FT) NORTH OF THE
 GV6025'EDGE OF THE PAVEMENT OF ROUTE 171, 5.03 M (16.5 FT) NORTH OF THE
 GV6025'STREET SIGN.
 GV6025
 GV6025                          STATION RECOVERY (1989)
 GV6025
 GV6025'RECOVERED 1989
 GV6025'RECOVERED IN GOOD CONDITION.
 GV6025
 GV6025                          STATION RECOVERY (2004)
 GV6025
 GV6025'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 GV6025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE4228 ***********************************************************************
 AE4228  DESIGNATION -  117
 AE4228  PID         -  AE4228
 AE4228  STATE/COUNTY-  VA/LOUDOUN
 AE4228  USGS QUAD   -  STERLING (1994)
 AE4228
 AE4228                         *CURRENT SURVEY CONTROL
 AE4228  ___________________________________________________________________
 AE4228* NAD 83(1993)-  39 03 49.37536(N)    077 27 58.13825(W)     ADJUSTED  
 AE4228* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 AE4228  ___________________________________________________________________
 AE4228  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AE4228  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AE4228
 AE4228  HORZ ORDER  -  SECOND
 AE4228
 AE4228.The horizontal coordinates were established by classical geodetic methods
 AE4228.and adjusted by the National Geodetic Survey in July 1997..
 AE4228
 AE4228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4228
 AE4228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4228
 AE4228.The geoid height was determined by GEOID03.
 AE4228
 AE4228;                    North         East     Units Scale Factor Converg.
 AE4228;SPC VA N     - 2,155,578.297 3,589,474.571   MT  0.99997865   +0 38 42.9
 AE4228;SPC VA N     - 7,072,093.13 11,776,467.82   sFT  0.99997865   +0 38 42.9
 AE4228;UTM  18      - 4,326,741.977   286,629.745   MT  1.00016062   -1 33 17.0
 AE4228
 AE4228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4228!SPC VA N     -   0.99999187  x   0.99997865  =   0.99997052
 AE4228!UTM  18      -   0.99999187  x   1.00016062  =   1.00015249
 AE4228
 AE4228                          SUPERSEDED SURVEY CONTROL
 AE4228
 AE4228  NGVD 29 (07/23/97)   84.1    (m)          276.     (f) VERT ANG       
 AE4228
 AE4228.Superseded values are not recommended for survey control.
 AE4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4228.See file dsdata.txt to determine how the superseded data were derived.
 AE4228
 AE4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8663026742(NAD 83)
 AE4228_MARKER: DG = GRAVITY STATION DISK
 AE4228
 AE4228  HISTORY     - Date     Condition        Report By
 AE4228  HISTORY     - 1989     MONUMENTED       LOCENG
 AE4228
 AE4228                          STATION DESCRIPTION
 AE4228
 AE4228'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (WTL)
 AE4228'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE AND COUNTY
 AE4228'ROUTE 641, AT ASHBURN JUNCTION.  THE MARK IS IN THE MEDIAN OF ROUTE 7
 AE4228'JUST SOUTH OF THE CROSSOVER AT ASHBURN JUNCTION. IT IS 17 FEET NORTH
 AE4228'OF A SIGNPOST, AT STATION 690+00.
 AE4228'THE MARK IS A W-1-B BERNTSEN ALUMINUM MARK SET FLUSH WITH THE GROUND
 AE4228'AND ---STAMPED--- 117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5570 ***********************************************************************
 GV5570  DESIGNATION -  117 C OF R 1972
 GV5570  PID         -  GV5570
 GV5570  STATE/COUNTY-  VA/C OF RICHMOND
 GV5570  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5570
 GV5570                         *CURRENT SURVEY CONTROL
 GV5570  ___________________________________________________________________
 GV5570* NAD 83(1993)-  37 28 36.91380(N)    077 28 12.49849(W)     ADJUSTED  
 GV5570* NAVD 88     -        48.23   (+/-2cm)     158.2    (feet)  VERTCON   
 GV5570  ___________________________________________________________________
 GV5570  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV5570  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5570
 GV5570  HORZ ORDER  -  SECOND
 GV5570  VERT ORDER  -  THIRD ? (See Below)
 GV5570
 GV5570.The horizontal coordinates were established by classical geodetic methods
 GV5570.and adjusted by the National Geodetic Survey in September 1995..
 GV5570
 GV5570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5570.The vertical order pertains to the NGVD 29 superseded value.
 GV5570
 GV5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5570
 GV5570.The geoid height was determined by GEOID03.
 GV5570
 GV5570;                    North         East     Units Scale Factor Converg.
 GV5570;SPC VA S     - 1,127,406.697 3,591,087.370   MT  0.99994722   +0 37 30.2
 GV5570;SPC VA S     - 3,698,833.47 11,781,759.15   sFT  0.99994722   +0 37 30.2
 GV5570;UTM  18      - 4,150,646.572   281,579.365   MT  1.00018769   -1 30 12.7
 GV5570
 GV5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5570!SPC VA S     -   0.99999762  x   0.99994722  =   0.99994484
 GV5570!UTM  18      -   0.99999762  x   1.00018769  =   1.00018531
 GV5570
 GV5570|---------------------------------------------------------------------|
 GV5570| PID    Reference Object                     Distance      Geod. Az  |
 GV5570|                                                           dddmmss.s |
 GV5570| GV5564 114 C OF R 1972                     177.454 METERS 10057     |
 GV5570| GV5567 115 C OF R 1972                     120.841 METERS 12112     |
 GV5570| GV5577 118 C OF R 1972                     APPROX. 0.7 KM 3161338.6 |
 GV5570|---------------------------------------------------------------------|
 GV5570
 GV5570                          SUPERSEDED SURVEY CONTROL
 GV5570
 GV5570  NAD 83(1993)-  37 28 36.91378(N)    077 28 12.49840(W) AD(       ) 2
 GV5570  NAD 83(1986)-  37 28 36.92011(N)    077 28 12.51541(W) AD(       ) 2
 GV5570  NAD 27      -  37 28 36.38903(N)    077 28 13.56923(W) AD(       ) 2
 GV5570  NGVD 29 (07/19/86)   48.54   (m)          159.3    (f) LEVELING    3  
 GV5570
 GV5570.Superseded values are not recommended for survey control.
 GV5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5570.See file dsdata.txt to determine how the superseded data were derived.
 GV5570
 GV5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8157950647(NAD 83)
 GV5570_MARKER: Z = SEE DESCRIPTION
 GV5570_SETTING: 0 = UNSPECIFIED SETTING
 GV5570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5570
 GV5570  HISTORY     - Date     Condition        Report By
 GV5570  HISTORY     - 1972     MONUMENTED       VA2060
 GV5570  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5570  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5570  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5570
 GV5570                          STATION DESCRIPTION
 GV5570
 GV5570'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5570'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5570'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5570'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5570'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTH ON WARWICK
 GV5570'RD. 1.55 MILES TO POINT NO. 117.
 GV5570'
 GV5570'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5570'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5570'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5570'ABOUT 8 INCHES BELOW GROUND.
 GV5570'
 GV5570'27.4 FEET S.W. OF VEPCO POLE NO. RN04, 39.5 FEET S.W. OF C/L OF
 GV5570'WARWICK RD., 24.4 FEET S.W. OF N.E. PROP. CORNER OF 4001 WARWICK
 GV5570'RD.
 GV5570'
 GV5570'NEAREST TOWN--RICHMOND.
 GV5570
 GV5570                          STATION RECOVERY (1995)
 GV5570
 GV5570'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5570'MARK NOT FOUND.
 GV5570
 GV5570                          STATION RECOVERY (1999)
 GV5570
 GV5570'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5570'MARK NOT FOUND.
 GV5570
 GV5570                          STATION RECOVERY (2003)
 GV5570
 GV5570'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1598 ***********************************************************************
 GV1598  DESIGNATION -  117 USGS
 GV1598  PID         -  GV1598
 GV1598  STATE/COUNTY-  VA/SUSSEX
 GV1598  USGS QUAD   -  WAVERLY (1980)
 GV1598
 GV1598                         *CURRENT SURVEY CONTROL
 GV1598  ___________________________________________________________________
 GV1598* NAD 83(1986)-  37 02 04.     (N)    077 05 50.     (W)     SCALED    
 GV1598* NAVD 88     -        35.348  (meters)     115.97   (feet)  POSTED    
 GV1598  ___________________________________________________________________
 GV1598  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1598  DYNAMIC HT  -          35.320 (meters)     115.88  (feet)  COMP
 GV1598  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 GV1598
 GV1598  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV1598
 GV1598.The horizontal coordinates were scaled from a topographic map and have
 GV1598.an estimated accuracy of +/- 6 seconds.
 GV1598
 GV1598.The orthometric height was determined by differential leveling
 GV1598.and adjusted by the National Geodetic Survey in 1992..
 GV1598.No vertical observational check was made to the station.
 GV1598.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV1598.was located on a no-check spur therefore a value was not computed.
 GV1598
 GV1598.The geoid height was determined by GEOID03.
 GV1598
 GV1598.The dynamic height is computed by dividing the NAVD 88
 GV1598.geopotential number by the normal gravity value computed on the
 GV1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1598.degrees latitude (g = 980.6199 gals.).
 GV1598
 GV1598.The modeled gravity was interpolated from observed gravity values.
 GV1598
 GV1598;                    North         East    Units  Estimated Accuracy
 GV1598;SPC VA S     - 1,078,730.    3,624,800.      MT  (+/- 180 meters Scaled)
 GV1598
 GV1598                          SUPERSEDED SURVEY CONTROL
 GV1598
 GV1598  NGVD 29 (??/??/??)   35.682  (m)          117.07   (f) ADJUSTED    1 2
 GV1598
 GV1598.Superseded values are not recommended for survey control.
 GV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1598.See file dsdata.txt to determine how the superseded data were derived.
 GV1598
 GV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG134007(NAD 83)
 GV1598_MARKER: DD = SURVEY DISK
 GV1598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1598_SP_SET: PILLAR BASE
 GV1598_STAMPING: 117.073 VA 117 1917
 GV1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1598
 GV1598  HISTORY     - Date     Condition        Report By
 GV1598  HISTORY     - 1917     MONUMENTED       USGS
 GV1598  HISTORY     - 1960     GOOD             CGS
 GV1598  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1598  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1598
 GV1598                          STATION DESCRIPTION
 GV1598
 GV1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1598'AT WAVERLY.
 GV1598'AT WAVERLY, SUSSEX COUNTY, ONE BLOCK SOUTHWEST AND ONE-HALF
 GV1598'BLOCK SOUTHEAST OF THE NORFOLK AND WESTERN RAILWAY STATION,
 GV1598'AT THE HIGH SCHOOL, ON THE NORTHEAST SIDE OF THE BUILDING,
 GV1598'AT THE FRONT ENTRANCE, AT THE NORTHWEST END OF THE FRONT STEPS,
 GV1598'BETWEEN THE TWO NORTHWEST PILLARS, AND IN THE TOP OF THE
 GV1598'CONCRETE BASE OF THE PILLARS.  A UNITED STATES GEOLOGICAL SURVEY
 GV1598'STANDARD DISK, STAMPED 117.073 VA 117 1917.
 GV1598
 GV1598                          STATION RECOVERY (1997)
 GV1598
 GV1598'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1598'MARK NOT FOUND.
 GV1598
 GV1598                          STATION RECOVERY (2002)
 GV1598
 GV1598'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1390 ***********************************************************************
 GW1390  DESIGNATION -  1171
 GW1390  PID         -  GW1390
 GW1390  STATE/COUNTY-  VA/ROANOKE
 GW1390  USGS QUAD   -  GARDEN CITY (1984)
 GW1390
 GW1390                         *CURRENT SURVEY CONTROL
 GW1390  ___________________________________________________________________
 GW1390* NAD 83(1986)-  37 09 08.     (N)    079 58 15.     (W)     SCALED    
 GW1390* NAVD 88     -       356.69   (+/-2cm)    1170.2    (feet)  VERTCON   
 GW1390  ___________________________________________________________________
 GW1390  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW1390
 GW1390  VERT ORDER  -  ? (See Below)
 GW1390
 GW1390.The horizontal coordinates were scaled from a topographic map and have
 GW1390.an estimated accuracy of +/- 6 seconds.
 GW1390
 GW1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1390.The vertical order pertains to the NGVD 29 superseded value.
 GW1390
 GW1390.The geoid height was determined by GEOID03.
 GW1390
 GW1390;                    North         East    Units  Estimated Accuracy
 GW1390;SPC VA S     - 1,091,890.    3,369,350.      MT  (+/- 180 meters Scaled)
 GW1390
 GW1390                          SUPERSEDED SURVEY CONTROL
 GW1390
 GW1390  NGVD 29 (??/??/92)  356.865  (m)         1170.81   (f) ADJ UNCH    ?  
 GW1390
 GW1390.Superseded values are not recommended for survey control.
 GW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1390.See file dsdata.txt to determine how the superseded data were derived.
 GW1390
 GW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB913122(NAD 83)
 GW1390_MARKER: DD = SURVEY DISK
 GW1390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1390_STAMPING: 1171
 GW1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1390
 GW1390  HISTORY     - Date     Condition        Report By
 GW1390  HISTORY     - UNK      MONUMENTED       USGS
 GW1390  HISTORY     - 1905     GOOD             NGS
 GW1390  HISTORY     - 1935     MARK NOT FOUND   NGS
 GW1390
 GW1390                          STATION DESCRIPTION
 GW1390
 GW1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 GW1390'1 MI SE FROM WRIGHTS.
 GW1390'ABOUT 1.0 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GW1390'FROM WRIGHTS, ROANOKE COUNTY, ABOUT 500 FEET NORTH OF MILEPOST
 GW1390'17, AND AT THE WEST SIDE OF A STONE CULVERT.  A UNITED STATES
 GW1390'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1171 AND RIVETED ON THE
 GW1390'TOP OF A 3-1/2-INCH IRON PIPE.
 GW1390
 GW1390                          STATION RECOVERY (1935)
 GW1390
 GW1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GW1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6026 ***********************************************************************
 GV6026  DESIGNATION -  118
 GV6026  PID         -  GV6026
 GV6026  STATE/COUNTY-  VA/YORK
 GV6026  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6026
 GV6026                         *CURRENT SURVEY CONTROL
 GV6026  ___________________________________________________________________
 GV6026* NAD 83(1993)-  37 06 40.06223(N)    076 24 23.63565(W)     ADJUSTED  
 GV6026* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 GV6026  ___________________________________________________________________
 GV6026  X           -   1,196,902.108 (meters)                     COMP
 GV6026  Y           -  -4,949,882.021 (meters)                     COMP
 GV6026  Z           -   3,827,214.969 (meters)                     COMP
 GV6026  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 GV6026  ELLIP HEIGHT-         -33.92  (meters)          (06/04/02) GPS OBS
 GV6026  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 GV6026
 GV6026  HORZ ORDER  -  SECOND
 GV6026  ELLP ORDER  -  FOURTH    CLASS II
 GV6026
 GV6026.The horizontal coordinates were established by GPS observations
 GV6026.and adjusted by the National Geodetic Survey in September 1995..
 GV6026
 GV6026.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6026
 GV6026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6026
 GV6026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6026
 GV6026.The ellipsoidal height was determined by GPS observations
 GV6026.and is referenced to NAD 83.
 GV6026
 GV6026.The geoid height was determined by GEOID03.
 GV6026
 GV6026;                    North         East     Units Scale Factor Converg.
 GV6026;SPC VA S     - 1,088,378.096 3,686,045.020   MT  0.99995536   +1 16 14.0
 GV6026;SPC VA S     - 3,570,787.14 12,093,299.37   sFT  0.99995536   +1 16 14.0
 GV6026;UTM  18      - 4,108,125.972   375,028.259   MT  0.99979239   -0 50 55.6
 GV6026
 GV6026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6026!SPC VA S     -   1.00000532  x   0.99995536  =   0.99996068
 GV6026!UTM  18      -   1.00000532  x   0.99979239  =   0.99979771
 GV6026
 GV6026                          SUPERSEDED SURVEY CONTROL
 GV6026
 GV6026  ELLIP H (09/08/95)  -33.85   (m)                       GP(       ) 4 2
 GV6026  NAD 83(1986)-  37 06 40.07196(N)    076 24 23.66815(W) AD(       ) 2
 GV6026  NGVD 29 (12/05/90)    2.8    (m)            9.     (f) GPS OBS        
 GV6026
 GV6026.Superseded values are not recommended for survey control.
 GV6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6026.See file dsdata.txt to determine how the superseded data were derived.
 GV6026
 GV6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7502808126(NAD 83)
 GV6026_MARKER: DD = SURVEY DISK
 GV6026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6026_SP_SET: CONCRETE POST
 GV6026_STAMPING: STATION NO. 118
 GV6026_MARK LOGO: VA-199
 GV6026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6026+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6026
 GV6026  HISTORY     - Date     Condition        Report By
 GV6026  HISTORY     - 1988     MONUMENTED       BSC
 GV6026
 GV6026                          STATION DESCRIPTION
 GV6026
 GV6026'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6026'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6026'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6026'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6026'3.5 KM (2.15 MI) TO THE INTERSECTION WITH ROUTE 782 (CARYS CHAPEL
 GV6026'ROAD).  TURN RIGHT AND CONTINUE SOUTH ON ROUTE 782 FOR APPROXIMATELY
 GV6026'1.2 KM (0.75 MI)  TO A FORK IN THE ROAD.  TAKE THE RIGHT-HAND FORK
 GV6026'(ROUTE 675  MASION ROAD) AND CONTINUE SOUTH FOR APPROXIMATELY 0.30 KM
 GV6026'(0.20 MI) TO THE STATION ON THE LEFT.
 GV6026'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6026'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 2.59 M
 GV6026'(8.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF ROUTE 675 (MANSION ROAD),
 GV6026'13.41 M (44.0 FT) SOUTH OF UTILITY POLE 453-22.  LOCATION OF REFERENCE
 GV6026'MARKS RELATIVE TO THE MAIN STATION
 GV6026'BEARING             DISTANCE
 GV6026'RM 1    S23 28 32E       87.87 M (288.3 FT)
 GV6026'RM 2    S69 08 40W       11.38 M (37.3 FT)
 GV6026'RM 3    N14 00 44W       235.23 M (771.8 FT)
 GV6026'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6026'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6026'1.IT IS LOCATED 4.42 M (14.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6026'ROUTE 675 (MANSION ROAD), 11.89 M (39.0 FT) SOUTH OF UTILITY POLE
 GV6026'453-35.
 GV6026'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6026'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6026'2.  IT IS LOCATED 6.71 M (22.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6026'675 (MANSION ROAD), OPPOSITE STATION 118.
 GV6026'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6026'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6026'3.  IT IS LOCATED 5.18 M (17.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6026'ROUTE 675 (MANSION ROAD), 0.76 M (2.5 FT) SOUTHWEST OF THE ADJACENT
 GV6026'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5577 ***********************************************************************
 GV5577  DESIGNATION -  118 C OF R 1972
 GV5577  PID         -  GV5577
 GV5577  STATE/COUNTY-  VA/C OF RICHMOND
 GV5577  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5577
 GV5577                         *CURRENT SURVEY CONTROL
 GV5577  ___________________________________________________________________
 GV5577* NAD 83(1993)-  37 28 53.50872(N)    077 28 32.44933(W)     ADJUSTED  
 GV5577* NAVD 88     -        62.09   (+/-2cm)     203.7    (feet)  VERTCON   
 GV5577  ___________________________________________________________________
 GV5577  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV5577  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5577
 GV5577  HORZ ORDER  -  SECOND
 GV5577  VERT ORDER  -  THIRD ? (See Below)
 GV5577
 GV5577.The horizontal coordinates were established by classical geodetic methods
 GV5577.and adjusted by the National Geodetic Survey in September 1995..
 GV5577
 GV5577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5577.The vertical order pertains to the NGVD 29 superseded value.
 GV5577
 GV5577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5577
 GV5577.The geoid height was determined by GEOID03.
 GV5577
 GV5577;                    North         East     Units Scale Factor Converg.
 GV5577;SPC VA S     - 1,127,912.922 3,590,591.678   MT  0.99994738   +0 37 18.1
 GV5577;SPC VA S     - 3,700,494.31 11,780,132.86   sFT  0.99994738   +0 37 18.1
 GV5577;UTM  18      - 4,151,170.986   281,102.703   MT  1.00019025   -1 30 25.4
 GV5577
 GV5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5577!SPC VA S     -   0.99999544  x   0.99994738  =   0.99994282
 GV5577!UTM  18      -   0.99999544  x   1.00019025  =   1.00018569
 GV5577
 GV5577:                Primary Azimuth Mark                     Grid Az
 GV5577:SPC VA S     -  117 C OF R 1972                          135 36 08.4
 GV5577:UTM  18      -  117 C OF R 1972                          137 43 51.9
 GV5577
 GV5577|---------------------------------------------------------------------|
 GV5577| PID    Reference Object                     Distance      Geod. Az  |
 GV5577|                                                           dddmmss.s |
 GV5577| GV5570 117 C OF R 1972                     APPROX. 0.7 KM 1361326.5 |
 GV5577| GV5579 119 C OF R 1972                     266.116 METERS 28234     |
 GV5577|---------------------------------------------------------------------|
 GV5577
 GV5577                          SUPERSEDED SURVEY CONTROL
 GV5577
 GV5577  NAD 83(1993)-  37 28 53.50869(N)    077 28 32.44926(W) AD(       ) 2
 GV5577  NAD 83(1986)-  37 28 53.51506(N)    077 28 32.46629(W) AD(       ) 2
 GV5577  NAD 27      -  37 28 52.98406(N)    077 28 33.51973(W) AD(       ) 2
 GV5577  NGVD 29 (07/19/86)   62.40   (m)          204.7    (f) LEVELING    3  
 GV5577
 GV5577.Superseded values are not recommended for survey control.
 GV5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5577.See file dsdata.txt to determine how the superseded data were derived.
 GV5577
 GV5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8110351171(NAD 83)
 GV5577_MARKER: Z = SEE DESCRIPTION
 GV5577_SETTING: 0 = UNSPECIFIED SETTING
 GV5577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5577
 GV5577  HISTORY     - Date     Condition        Report By
 GV5577  HISTORY     - 1972     MONUMENTED       VA2060
 GV5577  HISTORY     - 19951203 GOOD             USPSQD
 GV5577  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5577  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5577
 GV5577                          STATION DESCRIPTION
 GV5577
 GV5577'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5577'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5577'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO RT.
 GV5577'360, THENCE WEST ON RT. 360 0.90 MILE TO WARWICK RD., THENCE SOUTH
 GV5577'ON WARWICK RD. 1.10 MILES TO POINT NO. 118.
 GV5577'
 GV5577'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5577'CONCRETE MONUMENT WITH BROZE PLUG IN CENTER, NO STAMPING ON
 GV5577'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5577'ABOUT 8 INCHES BELOW GROUND.
 GV5577'
 GV5577'19.2 FEET N.E. OF C/L OF WARWICK RD., 26.1 FEET N.W. OF C/L OF RUCKER
 GV5577'LANE, 58.4 FEET N. OF C AND P POLE NO. 5490J, VEPCO POLE NO. NB94,
 GV5577'42.5 FEET N.E. OF 10 INCHES CEDAR TREE.
 GV5577'
 GV5577'NEAREST TOWN--RICHMOND.
 GV5577
 GV5577                          STATION RECOVERY (1995)
 GV5577
 GV5577'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5577'RECOVERED IN GOOD CONDITION.
 GV5577
 GV5577                          STATION RECOVERY (1999)
 GV5577
 GV5577'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5577'MARK NOT FOUND.
 GV5577
 GV5577                          STATION RECOVERY (2003)
 GV5577
 GV5577'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5759 ***********************************************************************
 AI5759  DESIGNATION -  118 MLS
 AI5759  PID         -  AI5759
 AI5759  STATE/COUNTY-  VA/MADISON
 AI5759  USGS QUAD   -  BIG MEADOWS (1994)
 AI5759
 AI5759                         *CURRENT SURVEY CONTROL
 AI5759  ___________________________________________________________________
 AI5759* NAD 83(1993)-  38 33 43.61208(N)    078 22 56.62720(W)     ADJUSTED  
 AI5759* NAVD 88     -      1085.2    (meters)    3560.     (feet)  GPS OBS   
 AI5759  ___________________________________________________________________
 AI5759  X           -   1,005,806.406 (meters)                     COMP
 AI5759  Y           -  -4,892,275.173 (meters)                     COMP
 AI5759  Z           -   3,955,079.552 (meters)                     COMP
 AI5759  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AI5759  ELLIP HEIGHT-        1052.86  (meters)          (05/17/02) GPS OBS
 AI5759  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI5759
 AI5759  HORZ ORDER  -  FIRST
 AI5759  ELLP ORDER  -  FOURTH    CLASS II
 AI5759
 AI5759.The horizontal coordinates were established by GPS observations
 AI5759.and adjusted by the National Geodetic Survey in November 2000..
 AI5759
 AI5759.The orthometric height was determined by GPS observations and a
 AI5759.high-resolution geoid model.
 AI5759
 AI5759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5759
 AI5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5759
 AI5759.The ellipsoidal height was determined by GPS observations
 AI5759.and is referenced to NAD 83.
 AI5759
 AI5759.The geoid height was determined by GEOID03.
 AI5759
 AI5759;                    North         East     Units Scale Factor Converg.
 AI5759;SPC VA N     - 2,099,399.737 3,510,249.540   MT  0.99994885   +0 04 24.2
 AI5759;SPC VA N     - 6,887,780.64 11,516,543.70   sFT  0.99994885   +0 04 24.2
 AI5759;UTM  17      - 4,271,434.647   728,071.169   MT  1.00024061   +1 37 56.7
 AI5759
 AI5759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5759!SPC VA N     -   0.99983483  x   0.99994885  =   0.99978369
 AI5759!UTM  17      -   0.99983483  x   1.00024061  =   1.00007540
 AI5759
 AI5759                          SUPERSEDED SURVEY CONTROL
 AI5759
 AI5759  ELLIP H (11/13/00) 1052.81   (m)                       GP(       ) 4 1
 AI5759
 AI5759.Superseded values are not recommended for survey control.
 AI5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5759.See file dsdata.txt to determine how the superseded data were derived.
 AI5759
 AI5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2807171435(NAD 83)
 AI5759_MARKER: DB = BENCH MARK DISK
 AI5759_SETTING: 66 = SET IN ROCK OUTCROP
 AI5759_STAMPING: 118 MLS 1963 3561
 AI5759_MARK LOGO: USGS  
 AI5759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5759+STABILITY: POSITION/ELEVATION WELL
 AI5759
 AI5759  HISTORY     - Date     Condition        Report By
 AI5759  HISTORY     - 1963     MONUMENTED       CGS
 AI5759  HISTORY     - 20000301 GOOD             NGS
 AI5759
 AI5759                          STATION DESCRIPTION
 AI5759
 AI5759'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 AI5759'21.7 MILES NORTHEAST OF SWIFT RUN GAP, ALONG SKYLINE DRIVE, 2.6 MILES
 AI5759'SOUTHWEST OF SKYLAND, AT CRESCENT ROCK OVERLOOK, 253 FEET NORTHEAST OF
 AI5759'JUNCTION OF SKYLINE DRIVE AT SOUTHWEST TURNOUT TO OVERLOOK, 67 FEET
 AI5759'SOUTHEAST OF JUNCTION OF SKYLINE DRIVE AT CENTER TURNOUT TO OVERLOOK,
 AI5759'33 FEET EAST OF AND ABOUT 10 FEET HIGHER THAN SKYLINE DRIVE, IN LARGE
 AI5759'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0796 ***********************************************************************
 GY0796  DESIGNATION -  1187 VA RESET 1962
 GY0796  PID         -  GY0796
 GY0796  STATE/COUNTY-  VA/BUCHANAN
 GY0796  USGS QUAD   -  VANSANT (1977)
 GY0796
 GY0796                         *CURRENT SURVEY CONTROL
 GY0796  ___________________________________________________________________
 GY0796* NAD 83(1986)-  37 14 01.     (N)    082 02 36.     (W)     SCALED    
 GY0796* NAVD 88     -       366.294  (meters)    1201.75   (feet)  ADJUSTED  
 GY0796  ___________________________________________________________________
 GY0796  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GY0796  DYNAMIC HT  -         365.990 (meters)    1200.75  (feet)  COMP
 GY0796  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 GY0796
 GY0796  VERT ORDER  -  SECOND    CLASS 0
 GY0796
 GY0796.The horizontal coordinates were scaled from a topographic map and have
 GY0796.an estimated accuracy of +/- 6 seconds.
 GY0796
 GY0796.The orthometric height was determined by differential leveling
 GY0796.and adjusted by the National Geodetic Survey in June 1991..
 GY0796
 GY0796.The geoid height was determined by GEOID03.
 GY0796
 GY0796.The dynamic height is computed by dividing the NAVD 88
 GY0796.geopotential number by the normal gravity value computed on the
 GY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0796.degrees latitude (g = 980.6199 gals.).
 GY0796
 GY0796.The modeled gravity was interpolated from observed gravity values.
 GY0796
 GY0796;                    North         East    Units  Estimated Accuracy
 GY0796;SPC VA S     - 1,105,810.    3,185,660.      MT  (+/- 180 meters Scaled)
 GY0796
 GY0796                          SUPERSEDED SURVEY CONTROL
 GY0796
 GY0796  NGVD 29 (??/??/92)  366.477  (m)         1202.35   (f) ADJ UNCH    2 0
 GY0796
 GY0796.Superseded values are not recommended for survey control.
 GY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0796.See file dsdata.txt to determine how the superseded data were derived.
 GY0796
 GY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB074212(NAD 83)
 GY0796_MARKER: DD = SURVEY DISK
 GY0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0796_SP_SET: BRIDGE
 GY0796_STAMPING: 1187 VA RESET 1962
 GY0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0796
 GY0796  HISTORY     - Date     Condition        Report By
 GY0796  HISTORY     - 1962     MONUMENTED       USGS
 GY0796  HISTORY     - 1963     GOOD             NGS
 GY0796
 GY0796                          STATION DESCRIPTION
 GY0796
 GY0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GY0796'2.6 MI SE FROM DEEL.
 GY0796'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0796'AT DEEL TO THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL
 GY0796'OF BRIDGE OVER DISMAL RIVER AND THE N AND W RW., 15.0 FEET
 GY0796'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IS ABOUT LEVEL
 GY0796'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6027 ***********************************************************************
 GV6027  DESIGNATION -  119
 GV6027  PID         -  GV6027
 GV6027  STATE/COUNTY-  VA/C OF POQUOSON
 GV6027  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6027
 GV6027                         *CURRENT SURVEY CONTROL
 GV6027  ___________________________________________________________________
 GV6027* NAD 83(1993)-  37 06 30.86755(N)    076 23 35.63642(W)     ADJUSTED  
 GV6027* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 GV6027  ___________________________________________________________________
 GV6027  X           -   1,198,094.137 (meters)                     COMP
 GV6027  Y           -  -4,949,769.399 (meters)                     COMP
 GV6027  Z           -   3,826,988.785 (meters)                     COMP
 GV6027  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GV6027  ELLIP HEIGHT-         -34.15  (meters)          (06/04/02) GPS OBS
 GV6027  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 GV6027
 GV6027  HORZ ORDER  -  SECOND
 GV6027  ELLP ORDER  -  FOURTH    CLASS II
 GV6027
 GV6027.The horizontal coordinates were established by GPS observations
 GV6027.and adjusted by the National Geodetic Survey in September 1995..
 GV6027
 GV6027.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6027
 GV6027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6027
 GV6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6027
 GV6027.The ellipsoidal height was determined by GPS observations
 GV6027.and is referenced to NAD 83.
 GV6027
 GV6027.The geoid height was determined by GEOID03.
 GV6027
 GV6027;                    North         East     Units Scale Factor Converg.
 GV6027;SPC VA S     - 1,088,121.088 3,687,236.072   MT  0.99995556   +1 16 43.1
 GV6027;SPC VA S     - 3,569,943.94 12,097,207.01   sFT  0.99995556   +1 16 43.1
 GV6027;UTM  18      - 4,107,825.144   376,208.798   MT  0.99978878   -0 50 26.5
 GV6027
 GV6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6027!SPC VA S     -   1.00000536  x   0.99995556  =   0.99996092
 GV6027!UTM  18      -   1.00000536  x   0.99978878  =   0.99979414
 GV6027
 GV6027                          SUPERSEDED SURVEY CONTROL
 GV6027
 GV6027  ELLIP H (09/08/95)  -34.10   (m)                       GP(       ) 4 2
 GV6027  NAD 83(1986)-  37 06 30.87694(N)    076 23 35.66926(W) AD(       ) 2
 GV6027  NGVD 29 (12/05/90)    2.6    (m)            9.     (f) GPS OBS        
 GV6027
 GV6027.Superseded values are not recommended for survey control.
 GV6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6027.See file dsdata.txt to determine how the superseded data were derived.
 GV6027
 GV6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7620907825(NAD 83)
 GV6027_MARKER: DD = SURVEY DISK
 GV6027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6027_SP_SET: CONCRETE POST
 GV6027_STAMPING: STATION NO. 119
 GV6027_MARK LOGO: VA-199
 GV6027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6027+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6027
 GV6027  HISTORY     - Date     Condition        Report By
 GV6027  HISTORY     - 1988     MONUMENTED       BSC
 GV6027
 GV6027                          STATION DESCRIPTION
 GV6027
 GV6027'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6027'THIS STATION IS SITUATED IN THE CITY OF POQUOSON, VIRGINIA.  TO REACH
 GV6027'THE STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND
 GV6027'171 (VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR
 GV6027'APPROXIMATELY 5.1 KM (3.15 MI) TO THE INTERSECTION WITH ROUTE 172
 GV6027'(WYTHE CREEK ROAD).  TURN RIGHT AND CONTINUE SOUTH ALONG ROUTE 172 FOR
 GV6027'APPROXIMATELY 1.7 KM (1.05 MI) TO THE STATION ON THE LEFT JUST BEFORE
 GV6027'BRICK KILN CREEK.
 GV6027'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6027'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED ON ROUTE 172
 GV6027'(WYTHE CREEK ROAD), OPPOSITE ROUTE 782 (CARYS CHAPEL ROAD), 7.62 M
 GV6027'(25.0 FT) EAST OF THE CENTER LINE OF ROUTE 172, 3.96 M (13.0 FT) WEST
 GV6027'OF UTILITY POLE ND-51.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV6027'MAIN STATION
 GV6027'BEARING             DISTANCE
 GV6027'RM 1    N10 52 05E       44.95 M (147.5 FT)
 GV6027'RM 2    N79 49 48W       24.34 M (79.9 FT)
 GV6027'RM 3    N77 42 54W       215.78 M (707.9 FT)
 GV6027'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6027'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6027'1.IT IS LOCATED 7.01 M (23.0 FT) EAST OF THE CENTER LINE OF ROUTE 172
 GV6027'(WYTHE CREEK ROAD), 3.66 M (12.0 FT) SOUTHWEST OF UTILITY POLE ND-54.
 GV6027'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6027'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6027'2.  IT IS LOCATED 6.40 M (21.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6027'782 (CARYS CHAPEL ROAD), 3.66 M (12.0 FT) WEST OF THE STREET/STOP
 GV6027'SIGN.
 GV6027'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6027'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6027'3.  IT IS LOCATED 4.88 M (16.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6027'782 (CARYS CHAPEL ROAD), 1.52 M (5.0 FT) NORTHEAST OF UTILITY POLE
 GV6027'454-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5579 ***********************************************************************
 GV5579  DESIGNATION -  119 C OF R 1972
 GV5579  PID         -  GV5579
 GV5579  STATE/COUNTY-  VA/C OF RICHMOND
 GV5579  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5579
 GV5579                         *CURRENT SURVEY CONTROL
 GV5579  ___________________________________________________________________
 GV5579* NAD 83(1993)-  37 28 55.38650(N)    077 28 43.02148(W)     ADJUSTED  
 GV5579* NAVD 88     -        63.41   (+/-2cm)     208.0    (feet)  VERTCON   
 GV5579  ___________________________________________________________________
 GV5579  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5579  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5579
 GV5579  HORZ ORDER  -  SECOND
 GV5579  VERT ORDER  -  THIRD ? (See Below)
 GV5579
 GV5579.The horizontal coordinates were established by classical geodetic methods
 GV5579.and adjusted by the National Geodetic Survey in September 1995..
 GV5579
 GV5579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5579.The vertical order pertains to the NGVD 29 superseded value.
 GV5579
 GV5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5579
 GV5579.The geoid height was determined by GEOID03.
 GV5579
 GV5579;                    North         East     Units Scale Factor Converg.
 GV5579;SPC VA S     - 1,127,967.993 3,590,331.337   MT  0.99994739   +0 37 11.6
 GV5579;SPC VA S     - 3,700,674.99 11,779,278.73   sFT  0.99994739   +0 37 11.6
 GV5579;UTM  18      - 4,151,235.705   280,844.524   MT  1.00019165   -1 30 31.9
 GV5579
 GV5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5579!SPC VA S     -   0.99999524  x   0.99994739  =   0.99994263
 GV5579!UTM  18      -   0.99999524  x   1.00019165  =   1.00018689
 GV5579
 GV5579                          SUPERSEDED SURVEY CONTROL
 GV5579
 GV5579  NAD 83(1993)-  37 28 55.38646(N)    077 28 43.02141(W) AD(       ) 2
 GV5579  NAD 83(1986)-  37 28 55.39283(N)    077 28 43.03842(W) AD(       ) 2
 GV5579  NAD 27      -  37 28 54.86176(N)    077 28 44.09158(W) AD(       ) 2
 GV5579  NGVD 29 (07/19/86)   63.72   (m)          209.1    (f) LEVELING    3  
 GV5579
 GV5579.Superseded values are not recommended for survey control.
 GV5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5579.See file dsdata.txt to determine how the superseded data were derived.
 GV5579
 GV5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8084551236(NAD 83)
 GV5579_MARKER: Z = SEE DESCRIPTION
 GV5579_SETTING: 0 = UNSPECIFIED SETTING
 GV5579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5579
 GV5579  HISTORY     - Date     Condition        Report By
 GV5579  HISTORY     - 1972     MONUMENTED       VA2060
 GV5579  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5579  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5579  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5579
 GV5579                          STATION DESCRIPTION
 GV5579
 GV5579'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5579'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5579'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5579'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5579'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTH ON
 GV5579'WARWICK RD. 0.95 MILE TO POINT NO. 119.
 GV5579'
 GV5579'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5579'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5579'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5579'ABOUT 8 INCHES BELOW GROUND.
 GV5579'
 GV5579'14.9 FEET N. OF C/L OF WARWICK RD., 36.1 FEET N. OF C AND P POLE
 GV5579'NO. 5489K, VEPCO POLE NO. MB38, 70.6 FEET N. OF N.E. CORNER OF A
 GV5579'1-STORY BRICK BLDG.
 GV5579'
 GV5579'NEAREST TOWN--RICHMOND.
 GV5579
 GV5579                          STATION RECOVERY (1995)
 GV5579
 GV5579'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5579'MARK NOT FOUND.
 GV5579
 GV5579                          STATION RECOVERY (1999)
 GV5579
 GV5579'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5579'MARK NOT FOUND.
 GV5579
 GV5579                          STATION RECOVERY (2003)
 GV5579
 GV5579'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5758 ***********************************************************************
 AI5758  DESIGNATION -  119 MLS
 AI5758  PID         -  AI5758
 AI5758  STATE/COUNTY-  VA/PAGE
 AI5758  USGS QUAD   -  BIG MEADOWS (1994)
 AI5758
 AI5758                         *CURRENT SURVEY CONTROL
 AI5758  ___________________________________________________________________
 AI5758* NAD 83(1993)-  38 35 33.52097(N)    078 22 49.54359(W)     ADJUSTED  
 AI5758* NAVD 88     -      1128.5    (meters)    3702.     (feet)  GPS OBS   
 AI5758  ___________________________________________________________________
 AI5758  X           -   1,005,555.507 (meters)                     COMP
 AI5758  Y           -  -4,890,203.388 (meters)                     COMP
 AI5758  Z           -   3,957,756.454 (meters)                     COMP
 AI5758  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AI5758  ELLIP HEIGHT-        1096.13  (meters)          (05/17/02) GPS OBS
 AI5758  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AI5758
 AI5758  HORZ ORDER  -  FIRST
 AI5758  ELLP ORDER  -  FOURTH    CLASS II
 AI5758
 AI5758.The horizontal coordinates were established by GPS observations
 AI5758.and adjusted by the National Geodetic Survey in November 2000..
 AI5758
 AI5758.The orthometric height was determined by GPS observations and a
 AI5758.high-resolution geoid model.
 AI5758
 AI5758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5758
 AI5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5758
 AI5758.The ellipsoidal height was determined by GPS observations
 AI5758.and is referenced to NAD 83.
 AI5758
 AI5758.The geoid height was determined by GEOID03.
 AI5758
 AI5758;                    North         East     Units Scale Factor Converg.
 AI5758;SPC VA N     - 2,102,788.866 3,510,416.615   MT  0.99994848   +0 04 28.7
 AI5758;SPC VA N     - 6,898,899.80 11,517,091.84   sFT  0.99994848   +0 04 28.7
 AI5758;UTM  17      - 4,274,828.059   728,145.965   MT  1.00024103   +1 38 05.1
 AI5758
 AI5758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5758!SPC VA N     -   0.99982804  x   0.99994848  =   0.99977653
 AI5758!UTM  17      -   0.99982804  x   1.00024103  =   1.00006903
 AI5758
 AI5758                          SUPERSEDED SURVEY CONTROL
 AI5758
 AI5758  ELLIP H (11/13/00) 1096.08   (m)                       GP(       ) 4 1
 AI5758
 AI5758.Superseded values are not recommended for survey control.
 AI5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5758.See file dsdata.txt to determine how the superseded data were derived.
 AI5758
 AI5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2814674828(NAD 83)
 AI5758_MARKER: DB = BENCH MARK DISK
 AI5758_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI5758_SP_SET: STEP WALL
 AI5758_STAMPING: 119 MLS 1963 3703
 AI5758_MARK LOGO: USGS  
 AI5758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5758+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 AI5758
 AI5758  HISTORY     - Date     Condition        Report By
 AI5758  HISTORY     - 1963     MONUMENTED       USGS
 AI5758  HISTORY     - 20000301 GOOD             NGS
 AI5758
 AI5758                          STATION DESCRIPTION
 AI5758
 AI5758'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 AI5758'FROM THE JUNCTION OF US HIGHWAY 211 AND SKYLINE DRIVE AT THORNTON GAP
 AI5758'GO 10.0 MILES (9.99 KM) SOUTH ALONG SKYLINE DRIVE WINDING CURVES TO
 AI5758'THE JUNCTION OF A ROAD TO SKYLAND RECREATIONAL AREA, THENCE 0.025 KM
 AI5758'(0.015 MI) NORTHWESTERLY ALONG SKYLAND ROAD TO A Y JUNCTION, THENCE
 AI5758'0.05 MILE (0.08 KM) NORTHWESTERLY ALONG BLACKTOP ROAD TO THE MARK AT
 AI5758'THE SKYLAND GIFT SHOP, IN TOP OF THE WEST WALL OF TOP STEP LEADING TO
 AI5758'THE GIFT SHOP, 44.2 FT (13.4 M) SOUTHWEST OF SOUTH CORNER OF GIFT
 AI5758'SHOP, 61.1 FT (18.6 M) WEST OF A FIRE HYDRANT, 14.8 FT (4.5 M)
 AI5758'NORTHWEST OF NORTH CURB ON ASPHALT WALKWAY, AND 3.0 FT (0.9 M)
 AI5758'NORTHEAST OF A METAL LIGHTPOLE.  MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1191 ***********************************************************************
 GV1191  DESIGNATION -  119 USGS
 GV1191  PID         -  GV1191
 GV1191  STATE/COUNTY-  VA/HANOVER
 GV1191  USGS QUAD   -  ASHLAND (1985)
 GV1191
 GV1191                         *CURRENT SURVEY CONTROL
 GV1191  ___________________________________________________________________
 GV1191* NAD 83(1986)-  37 49 20.     (N)    077 27 40.     (W)     SCALED    
 GV1191* NAVD 88     -        36.024  (meters)     118.19   (feet)  ADJUSTED  
 GV1191  ___________________________________________________________________
 GV1191  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GV1191  DYNAMIC HT  -          36.000 (meters)     118.11  (feet)  COMP
 GV1191  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 GV1191
 GV1191  VERT ORDER  -  FIRST     CLASS II
 GV1191
 GV1191.The horizontal coordinates were scaled from a topographic map and have
 GV1191.an estimated accuracy of +/- 6 seconds.
 GV1191
 GV1191.The orthometric height was determined by differential leveling
 GV1191.and adjusted by the National Geodetic Survey in June 1991..
 GV1191
 GV1191.The geoid height was determined by GEOID03.
 GV1191
 GV1191.The dynamic height is computed by dividing the NAVD 88
 GV1191.geopotential number by the normal gravity value computed on the
 GV1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1191.degrees latitude (g = 980.6199 gals.).
 GV1191
 GV1191.The modeled gravity was interpolated from observed gravity values.
 GV1191
 GV1191;                    North         East    Units  Estimated Accuracy
 GV1191;SPC VA S     - 1,165,740.    3,591,460.      MT  (+/- 180 meters Scaled)
 GV1191
 GV1191                          SUPERSEDED SURVEY CONTROL
 GV1191
 GV1191  NGVD 29 (??/??/??)   36.316  (m)          119.15   (f) ADJUSTED    1 2
 GV1191
 GV1191.Superseded values are not recommended for survey control.
 GV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1191.See file dsdata.txt to determine how the superseded data were derived.
 GV1191
 GV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG833889(NAD 83)
 GV1191_MARKER: P = PIPE CAP
 GV1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1191_STAMPING: 119.147
 GV1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1191+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1191
 GV1191  HISTORY     - Date     Condition        Report By
 GV1191  HISTORY     - UNK      MONUMENTED       USGS
 GV1191  HISTORY     - 1960     GOOD             CGS
 GV1191  HISTORY     - 1988     GOOD             USPSQD
 GV1191  HISTORY     - 1989     GOOD             USPSQD
 GV1191  HISTORY     - 1990     GOOD             USPSQD
 GV1191  HISTORY     - 19970222 GOOD             USPSQD
 GV1191  HISTORY     - 20020114 GOOD             USPSQD
 GV1191  HISTORY     - 20060218 GOOD             USPSQD
 GV1191
 GV1191                          STATION DESCRIPTION
 GV1191
 GV1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1191'0.4 MI S FROM TAYLORSVILLE.
 GV1191'ABOUT 0.4 MILE SOUTH ALONG THE RICHMOND FREDERICKSBURG AND
 GV1191'POTOMAC RAILROAD FROM THE STATION OF TAYLORSVILLE, 0.2 MILE
 GV1191'NORTH OF MILEPOST 19, 0.25 MILE NORTH OF CONCRETE OVERPASS OF
 GV1191'ROAD NO. 690 OVER THE R.F. AND P. RR., AT THE NORTH END OF A CUT,
 GV1191'43 1/2 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 34
 GV1191'FEET EAST OF THE SOUTHEAST CORNER OF CONCRETE BASE OF AUTOMATIC
 GV1191'SIGNAL 192, 6 1/2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST
 GV1191'OF ROW OF POLES, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP
 GV1191'OF A 3 1/2-INCH IRON PIPE PROJECTING 8 INCHES.
 GV1191
 GV1191                          STATION RECOVERY (1988)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPZ)
 GV1191'RECOVERED IN GOOD CONDITION.
 GV1191
 GV1191                          STATION RECOVERY (1989)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 1989 (CE)
 GV1191'RECOVERED IN GOOD CONDITION.
 GV1191
 GV1191                          STATION RECOVERY (1990)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV1191'RECOVERED IN GOOD CONDITION.
 GV1191
 GV1191                          STATION RECOVERY (1997)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1191'RECOVERED IN GOOD CONDITION.
 GV1191
 GV1191                          STATION RECOVERY (2002)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1191'RECOVERED IN GOOD CONDITION.
 GV1191
 GV1191                          STATION RECOVERY (2006)
 GV1191
 GV1191'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1191' 
 GV1191' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1147 ***********************************************************************
 HW1147  DESIGNATION -  1195.30
 HW1147  PID         -  HW1147
 HW1147  STATE/COUNTY-  VA/ROCKINGHAM
 HW1147  USGS QUAD   -  FULKS RUN (1994)
 HW1147
 HW1147                         *CURRENT SURVEY CONTROL
 HW1147  ___________________________________________________________________
 HW1147* NAD 83(1986)-  38 40 15.     (N)    078 55 33.     (W)     SCALED    
 HW1147* NAVD 88     -       364.360  (meters)    1195.40   (feet)  ADJUSTED  
 HW1147  ___________________________________________________________________
 HW1147  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW1147  DYNAMIC HT  -         364.103 (meters)    1194.56  (feet)  COMP
 HW1147  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 HW1147
 HW1147  VERT ORDER  -  SECOND    CLASS 0
 HW1147
 HW1147.The horizontal coordinates were scaled from a topographic map and have
 HW1147.an estimated accuracy of +/- 6 seconds.
 HW1147
 HW1147.The orthometric height was determined by differential leveling
 HW1147.and adjusted by the National Geodetic Survey in June 1991..
 HW1147
 HW1147.The geoid height was determined by GEOID03.
 HW1147
 HW1147.The dynamic height is computed by dividing the NAVD 88
 HW1147.geopotential number by the normal gravity value computed on the
 HW1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1147.degrees latitude (g = 980.6199 gals.).
 HW1147
 HW1147.The modeled gravity was interpolated from observed gravity values.
 HW1147
 HW1147;                    North         East    Units  Estimated Accuracy
 HW1147;SPC VA N     - 2,111,550.    3,462,940.      MT  (+/- 180 meters Scaled)
 HW1147
 HW1147                          SUPERSEDED SURVEY CONTROL
 HW1147
 HW1147  NGVD 29 (??/??/92)  364.503  (m)         1195.87   (f) ADJ UNCH    2 0
 HW1147
 HW1147.Superseded values are not recommended for survey control.
 HW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1147.See file dsdata.txt to determine how the superseded data were derived.
 HW1147
 HW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC804822(NAD 83)
 HW1147_MARKER: Q = CHISELED SQUARE
 HW1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1147_SP_SET: CULVERT
 HW1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1147
 HW1147  HISTORY     - Date     Condition        Report By
 HW1147  HISTORY     - UNK      MONUMENTED       USGS
 HW1147  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1147
 HW1147                          STATION DESCRIPTION
 HW1147
 HW1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1147'0.6 MI N FROM FULKS RUN.
 HW1147'0.6 MILE NORTH ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER STORE
 HW1147'AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, AT A CONCRETE CULVERT,
 HW1147'AND ON THE TOP OF THE NORTH END OF THE EAST HEADWALL.  A CHISELED
 HW1147'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1148 ***********************************************************************
 HW1148  DESIGNATION -  1197.41
 HW1148  PID         -  HW1148
 HW1148  STATE/COUNTY-  VA/ROCKINGHAM
 HW1148  USGS QUAD   -  FULKS RUN (1994)
 HW1148
 HW1148                         *CURRENT SURVEY CONTROL
 HW1148  ___________________________________________________________________
 HW1148* NAD 83(1986)-  38 40 56.     (N)    078 55 33.     (W)     SCALED    
 HW1148* NAVD 88     -       365.011  (meters)    1197.54   (feet)  ADJUSTED  
 HW1148  ___________________________________________________________________
 HW1148  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HW1148  DYNAMIC HT  -         364.753 (meters)    1196.69  (feet)  COMP
 HW1148  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 HW1148
 HW1148  VERT ORDER  -  SECOND    CLASS 0
 HW1148
 HW1148.The horizontal coordinates were scaled from a topographic map and have
 HW1148.an estimated accuracy of +/- 6 seconds.
 HW1148
 HW1148.The orthometric height was determined by differential leveling
 HW1148.and adjusted by the National Geodetic Survey in June 1991..
 HW1148
 HW1148.The geoid height was determined by GEOID03.
 HW1148
 HW1148.The dynamic height is computed by dividing the NAVD 88
 HW1148.geopotential number by the normal gravity value computed on the
 HW1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1148.degrees latitude (g = 980.6199 gals.).
 HW1148
 HW1148.The modeled gravity was interpolated from observed gravity values.
 HW1148
 HW1148;                    North         East    Units  Estimated Accuracy
 HW1148;SPC VA N     - 2,112,810.    3,462,950.      MT  (+/- 180 meters Scaled)
 HW1148
 HW1148                          SUPERSEDED SURVEY CONTROL
 HW1148
 HW1148  NGVD 29 (??/??/92)  365.154  (m)         1198.01   (f) ADJ UNCH    2 0
 HW1148
 HW1148.Superseded values are not recommended for survey control.
 HW1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1148.See file dsdata.txt to determine how the superseded data were derived.
 HW1148
 HW1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC804835(NAD 83)
 HW1148_MARKER: Q = CHISELED SQUARE
 HW1148_SETTING: 80 = SET IN A BOULDER
 HW1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1148+STABILITY: SURFACE MOTION
 HW1148
 HW1148  HISTORY     - Date     Condition        Report By
 HW1148  HISTORY     - UNK      MONUMENTED       USGS
 HW1148  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1148
 HW1148                          STATION DESCRIPTION
 HW1148
 HW1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1148'1.4 MI N FROM FULKS RUN.
 HW1148'1.4 MILES NORTH ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER
 HW1148'STORE AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, 40 FEET
 HW1148'NORTHWEST OF THE JUNCTION OF A ROAD OPPOSITE THE MOUTH OF MARSHALL
 HW1148'RUN, AND ON THE TOP OF A LARGE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0700 ***********************************************************************
 HW0700  DESIGNATION -  1199.15
 HW0700  PID         -  HW0700
 HW0700  STATE/COUNTY-  VA/AUGUSTA
 HW0700  USGS QUAD   -  CRIMORA (1987)
 HW0700
 HW0700                         *CURRENT SURVEY CONTROL
 HW0700  ___________________________________________________________________
 HW0700* NAD 83(1986)-  38 11 07.     (N)    078 50 37.     (W)     SCALED    
 HW0700* NAVD 88     -       366.381  (meters)    1202.04   (feet)  ADJUSTED  
 HW0700  ___________________________________________________________________
 HW0700  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HW0700  DYNAMIC HT  -         366.107 (meters)    1201.14  (feet)  COMP
 HW0700  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 HW0700
 HW0700  VERT ORDER  -  SECOND    CLASS 0
 HW0700
 HW0700.The horizontal coordinates were scaled from a topographic map and have
 HW0700.an estimated accuracy of +/- 6 seconds.
 HW0700
 HW0700.The orthometric height was determined by differential leveling
 HW0700.and adjusted by the National Geodetic Survey in June 1991..
 HW0700
 HW0700.The geoid height was determined by GEOID03.
 HW0700
 HW0700.The dynamic height is computed by dividing the NAVD 88
 HW0700.geopotential number by the normal gravity value computed on the
 HW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0700.degrees latitude (g = 980.6199 gals.).
 HW0700
 HW0700.The modeled gravity was interpolated from observed gravity values.
 HW0700
 HW0700;                    North         East    Units  Estimated Accuracy
 HW0700;SPC VA N     - 2,057,620.    3,469,900.      MT  (+/- 180 meters Scaled)
 HW0700
 HW0700                          SUPERSEDED SURVEY CONTROL
 HW0700
 HW0700  NGVD 29 (??/??/92)  366.564  (m)         1202.64   (f) ADJ UNCH    2 0
 HW0700
 HW0700.Superseded values are not recommended for survey control.
 HW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0700.See file dsdata.txt to determine how the superseded data were derived.
 HW0700
 HW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC888285(NAD 83)
 HW0700_MARKER: Q = CHISELED SQUARE
 HW0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0700_SP_SET: ABUTMENT
 HW0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0700
 HW0700  HISTORY     - Date     Condition        Report By
 HW0700  HISTORY     - UNK      MONUMENTED       USGS
 HW0700  HISTORY     - 1935     GOOD             NGS
 HW0700  HISTORY     - 1942     GOOD             NGS
 HW0700
 HW0700                          STATION DESCRIPTION
 HW0700
 HW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0700'2.3 MI N FROM CRIMORA.
 HW0700'2.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0700'STATION AT CRIMORA, AUGUSTA COUNTY, ABOUT 0.3 MILE NORTH OF
 HW0700'MILEPOST 135, AT TRESTLE 484, ON THE TOP OF THE SOUTH CONCRETE
 HW0700'ABUTMENT, AND 7 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 HW0700'CHISELED SQUARE.
 HW0700
 HW0700                          STATION RECOVERY (1942)
 HW0700
 HW0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5594 ***********************************************************************
 GV5594  DESIGNATION -  12
 GV5594  PID         -  GV5594
 GV5594  STATE/COUNTY-  VA/C OF RICHMOND
 GV5594  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5594
 GV5594                         *CURRENT SURVEY CONTROL
 GV5594  ___________________________________________________________________
 GV5594* NAD 83(1993)-  37 27 42.47323(N)    077 29 13.64765(W)     ADJUSTED  
 GV5594* NAVD 88     -        52.59   (+/-2cm)     172.5    (feet)  VERTCON   
 GV5594  ___________________________________________________________________
 GV5594  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5594  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5594
 GV5594  HORZ ORDER  -  SECOND
 GV5594  VERT ORDER  -  THIRD ? (See Below)
 GV5594
 GV5594.The horizontal coordinates were established by classical geodetic methods
 GV5594.and adjusted by the National Geodetic Survey in September 1995..
 GV5594
 GV5594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5594.The vertical order pertains to the NGVD 29 superseded value.
 GV5594
 GV5594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5594
 GV5594.The geoid height was determined by GEOID03.
 GV5594
 GV5594;                    North         East     Units Scale Factor Converg.
 GV5594;SPC VA S     - 1,125,712.249 3,589,603.097   MT  0.99994675   +0 36 53.1
 GV5594;SPC VA S     - 3,693,274.27 11,776,889.49   sFT  0.99994675   +0 36 53.1
 GV5594;UTM  18      - 4,149,008.015   280,032.809   MT  1.00019604   -1 30 48.1
 GV5594
 GV5594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5594!SPC VA S     -   0.99999694  x   0.99994675  =   0.99994369
 GV5594!UTM  18      -   0.99999694  x   1.00019604  =   1.00019298
 GV5594
 GV5594:                Primary Azimuth Mark                     Grid Az
 GV5594:SPC VA S     -  13                                       163 56 50.3
 GV5594:UTM  18      -  13                                       166 04 31.5
 GV5594
 GV5594|---------------------------------------------------------------------|
 GV5594| PID    Reference Object                     Distance      Geod. Az  |
 GV5594|                                                           dddmmss.s |
 GV5594| GV5589 13                                  APPROX. 0.6 KM 1643343.4 |
 GV5594| GV5599 11                                  298.307 METERS 33612     |
 GV5594| DC5480 12 RM                                24.120 METERS 34142     |
 GV5594|---------------------------------------------------------------------|
 GV5594
 GV5594                          SUPERSEDED SURVEY CONTROL
 GV5594
 GV5594  NAD 83(1993)-  37 27 42.47319(N)    077 29 13.64752(W) AD(       ) 2
 GV5594  NAD 83(1986)-  37 27 42.47934(N)    077 29 13.66461(W) AD(       ) 2
 GV5594  NAD 27      -  37 27 41.94689(N)    077 29 14.71541(W) AD(       ) 2
 GV5594  NGVD 29 (07/19/86)   52.90   (m)          173.6    (f) LEVELING    3  
 GV5594
 GV5594.Superseded values are not recommended for survey control.
 GV5594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5594.See file dsdata.txt to determine how the superseded data were derived.
 GV5594
 GV5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8003349008(NAD 83)
 GV5594_MARKER: Z = SEE DESCRIPTION
 GV5594_SETTING: 0 = UNSPECIFIED SETTING
 GV5594
 GV5594  HISTORY     - Date     Condition        Report By
 GV5594  HISTORY     - 1972     MONUMENTED       VA2060
 GV5594  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5594  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5594  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5594
 GV5594                          STATION DESCRIPTION
 GV5594
 GV5594'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5594'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5594'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5594'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.75 MILE TO POINT NO 12.
 GV5594'
 GV5594'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5594'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5594'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5594'10 INCHES BELOW GROUND.
 GV5594'
 GV5594'34.7 FEET E. OF C/L RT. 10, 26.0 FEET N. W. OF 16 INCH OAK TREE,
 GV5594'13.0 FEET W. OF 6 INCH TWIN BEECH TREE.
 GV5594'
 GV5594'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5594'CENTER OF PIN, SET FLUSH TO GROUND.  36.3 FEET W. C/L RT. 10, 13.4
 GV5594'FEET S. W. OF 20 INCH OAK TREE, 31.5 FEET S. W. OF 16 INCH WHITE
 GV5594'OAK.
 GV5594'
 GV5594'DISTANCE BETWEEN PT. 12 AND R. M. IS 79.14 FT., 24.120 M.
 GV5594'
 GV5594'NEAREST TOWN--RICHMOND.
 GV5594
 GV5594                          STATION RECOVERY (1995)
 GV5594
 GV5594'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5594'MARK NOT FOUND.
 GV5594
 GV5594                          STATION RECOVERY (1999)
 GV5594
 GV5594'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5594'MARK NOT FOUND.
 GV5594
 GV5594                          STATION RECOVERY (2003)
 GV5594
 GV5594'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3013 ***********************************************************************
 HV3013  DESIGNATION -  12 USE
 HV3013  PID         -  HV3013
 HV3013  STATE/COUNTY-  VA/KING GEORGE
 HV3013  USGS QUAD   -  PASSAPATANZY (1982)
 HV3013
 HV3013                         *CURRENT SURVEY CONTROL
 HV3013  ___________________________________________________________________
 HV3013* NAD 83(1986)-  38 15 22.     (N)    077 19 12.     (W)     SCALED    
 HV3013* NAVD 88     -        24.456  (meters)      80.24   (feet)  ADJUSTED  
 HV3013  ___________________________________________________________________
 HV3013  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV3013  DYNAMIC HT  -          24.441 (meters)      80.19  (feet)  COMP
 HV3013  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 HV3013
 HV3013  VERT ORDER  -  SECOND    CLASS 0
 HV3013
 HV3013.The horizontal coordinates were scaled from a topographic map and have
 HV3013.an estimated accuracy of +/- 6 seconds.
 HV3013
 HV3013.The orthometric height was determined by differential leveling
 HV3013.and adjusted by the National Geodetic Survey in June 1991..
 HV3013
 HV3013.The geoid height was determined by GEOID03.
 HV3013
 HV3013.The dynamic height is computed by dividing the NAVD 88
 HV3013.geopotential number by the normal gravity value computed on the
 HV3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3013.degrees latitude (g = 980.6199 gals.).
 HV3013
 HV3013.The modeled gravity was interpolated from observed gravity values.
 HV3013
 HV3013;                    North         East    Units  Estimated Accuracy
 HV3013;SPC VA N     - 2,066,090.    3,603,280.      MT  (+/- 180 meters Scaled)
 HV3013
 HV3013                          SUPERSEDED SURVEY CONTROL
 HV3013
 HV3013  NGVD 29 (05/17/90)   24.701  (m)           81.04   (f) ADJUSTED    2 0
 HV3013
 HV3013.Superseded values are not recommended for survey control.
 HV3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3013.See file dsdata.txt to determine how the superseded data were derived.
 HV3013
 HV3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH970367(NAD 83)
 HV3013_MARKER: DD = SURVEY DISK
 HV3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3013_STAMPING: USE NO 12
 HV3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3013+STABILITY: SURFACE MOTION
 HV3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3013+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV3013
 HV3013  HISTORY     - Date     Condition        Report By
 HV3013  HISTORY     - UNK      MONUMENTED       DOD
 HV3013  HISTORY     - 1935     GOOD             CGS
 HV3013  HISTORY     - 1938     GOOD             CGS
 HV3013  HISTORY     - 19990110 GOOD             USPSQD
 HV3013  HISTORY     - 20031209 GOOD             USPSQD
 HV3013
 HV3013                          STATION DESCRIPTION
 HV3013
 HV3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3013'8.9 MI W FROM KING GEORGE.
 HV3013'8.9 MILES WEST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 HV3013'KING GEORGE, KING GEORGE COUNTY, AT SEALTON SCHOOL, 27 FEET
 HV3013'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET EAST
 HV3013'OF THE NORTHWEST CORNER OF THE SCHOOLYARD.  A CORPS OF
 HV3013'ENGINEER, U.S. ARMY, STANDAR DISK, STAMPED USE NO 12 AND SET IN
 HV3013'THE TOP OF A CONCRETE POST.
 HV3013
 HV3013                          STATION RECOVERY (1938)
 HV3013
 HV3013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HV3013'RECOVERED IN GOOD CONDITION.
 HV3013
 HV3013                          STATION RECOVERY (1999)
 HV3013
 HV3013'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3013'RECOVERED IN GOOD CONDITION.
 HV3013
 HV3013                          STATION RECOVERY (2003)
 HV3013
 HV3013'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV3013'MARK LOCATED 17FT NORTH OF DRIVEWAY AND 70 FT NORTHEAST OF PRESENT RT
 HV3013'3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0977 ***********************************************************************
 GV0977  DESIGNATION -  12 USGS
 GV0977  PID         -  GV0977
 GV0977  STATE/COUNTY-  VA/KING WILLIAM
 GV0977  USGS QUAD   -  NEW KENT (1978)
 GV0977
 GV0977                         *CURRENT SURVEY CONTROL
 GV0977  ___________________________________________________________________
 GV0977* NAD 83(1986)-  37 34 48.     (N)    076 55 13.     (W)     SCALED    
 GV0977* NAVD 88     -         3.272  (meters)      10.73   (feet)  ADJUSTED  
 GV0977  ___________________________________________________________________
 GV0977  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 GV0977  DYNAMIC HT  -           3.269 (meters)      10.72  (feet)  COMP
 GV0977  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 GV0977
 GV0977  VERT ORDER  -  SECOND    CLASS 0
 GV0977
 GV0977.The horizontal coordinates were scaled from a topographic map and have
 GV0977.an estimated accuracy of +/- 6 seconds.
 GV0977
 GV0977.The orthometric height was determined by differential leveling
 GV0977.and adjusted by the National Geodetic Survey in June 1991..
 GV0977
 GV0977.The geoid height was determined by GEOID03.
 GV0977
 GV0977.The dynamic height is computed by dividing the NAVD 88
 GV0977.geopotential number by the normal gravity value computed on the
 GV0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0977.degrees latitude (g = 980.6199 gals.).
 GV0977
 GV0977.The modeled gravity was interpolated from observed gravity values.
 GV0977
 GV0977;                    North         East    Units  Estimated Accuracy
 GV0977;SPC VA S     - 1,139,520.    3,639,530.      MT  (+/- 180 meters Scaled)
 GV0977
 GV0977                          SUPERSEDED SURVEY CONTROL
 GV0977
 GV0977  NGVD 29 (??/??/??)    3.653  (m)           11.98   (f) ADJUSTED    2 0
 GV0977
 GV0977.Superseded values are not recommended for survey control.
 GV0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0977.See file dsdata.txt to determine how the superseded data were derived.
 GV0977
 GV0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG304609(NAD 83)
 GV0977_MARKER: DD = SURVEY DISK
 GV0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0977_SP_SET: CULVERT
 GV0977_STAMPING: 11.985
 GV0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0977+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0977
 GV0977  HISTORY     - Date     Condition        Report By
 GV0977  HISTORY     - UNK      MONUMENTED       USGS
 GV0977  HISTORY     - 1963     GOOD             CGS
 GV0977  HISTORY     - 1991     GOOD             USPSQD
 GV0977  HISTORY     - 19990325 GOOD             USPSQD
 GV0977  HISTORY     - 20031106 GOOD             USPSQD
 GV0977  HISTORY     - 20060307 GOOD             USPSQD
 GV0977
 GV0977                          STATION DESCRIPTION
 GV0977
 GV0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV0977'1 MI NW FROM SWEET HALL.
 GV0977'1.0 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM SWEET HALL,
 GV0977'KING WILLIAM COUNTY, 1.0 MILE SOUTHEAST OF COHOKE, 0.3 MILE EAST
 GV0977'OF MILEPOST 170, 69 FEET NORTH OF THE STATION-ONE-MILE SIGN, AT
 GV0977'A 36-INCH CAST-IRON PIPE CULVERT, IN THE TOP OF THE NORTH BRICK
 GV0977'HEADWALL, 10 FEET NORTH OF THE NORTH RAIL, 15 INCHES WEST OF THE
 GV0977'EAST END OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN THE TOP
 GV0977'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GV0977'STAMPED 11.985.
 GV0977
 GV0977                          STATION RECOVERY (1991)
 GV0977
 GV0977'RECOVERY NOTE BY US POWER SQUADRON 1991 (CDL)
 GV0977'RECOVERED IN GOOD CONDITION.
 GV0977
 GV0977                          STATION RECOVERY (1999)
 GV0977
 GV0977'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0977'RECOVERED IN GOOD CONDITION.
 GV0977
 GV0977                          STATION RECOVERY (2003)
 GV0977
 GV0977'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0977'RECOVERED IN GOOD CONDITION.
 GV0977
 GV0977                          STATION RECOVERY (2006)
 GV0977
 GV0977'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0977'MARK WAS FOUND IN GOOD CONDITION HOWEVER THE LONGITUDE SHOULD BE 076
 GV0977'55 07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0820 ***********************************************************************
 HW0820  DESIGNATION -  12 VADH
 HW0820  PID         -  HW0820
 HW0820  STATE/COUNTY-  VA/ROCKINGHAM
 HW0820  USGS QUAD   -  HARRISONBURG (1989)
 HW0820
 HW0820                         *CURRENT SURVEY CONTROL
 HW0820  ___________________________________________________________________
 HW0820* NAD 83(1986)-  38 26 17.     (N)    078 52 26.     (W)     SCALED    
 HW0820* NAVD 88     -       411.881  (meters)    1351.31   (feet)  ADJUSTED  
 HW0820  ___________________________________________________________________
 HW0820  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0820  DYNAMIC HT  -         411.581 (meters)    1350.33  (feet)  COMP
 HW0820  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 HW0820
 HW0820  VERT ORDER  -  FIRST     CLASS II
 HW0820
 HW0820.The horizontal coordinates were scaled from a topographic map and have
 HW0820.an estimated accuracy of +/- 6 seconds.
 HW0820
 HW0820.The orthometric height was determined by differential leveling
 HW0820.and adjusted by the National Geodetic Survey in June 1991..
 HW0820
 HW0820.The geoid height was determined by GEOID03.
 HW0820
 HW0820.The dynamic height is computed by dividing the NAVD 88
 HW0820.geopotential number by the normal gravity value computed on the
 HW0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0820.degrees latitude (g = 980.6199 gals.).
 HW0820
 HW0820.The modeled gravity was interpolated from observed gravity values.
 HW0820
 HW0820;                    North         East    Units  Estimated Accuracy
 HW0820;SPC VA N     - 2,085,690.    3,467,360.      MT  (+/- 180 meters Scaled)
 HW0820
 HW0820                          SUPERSEDED SURVEY CONTROL
 HW0820
 HW0820  NGVD 29 (??/??/92)  412.007  (m)         1351.73   (f) ADJ UNCH    1 2
 HW0820
 HW0820.Superseded values are not recommended for survey control.
 HW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0820.See file dsdata.txt to determine how the superseded data were derived.
 HW0820
 HW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC855565(NAD 83)
 HW0820_MARKER: DD = SURVEY DISK
 HW0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0820_STAMPING: 12
 HW0820_MARK LOGO: VADH  
 HW0820_PROJECTION: RECESSED 60 CENTIMETERS
 HW0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0820+STABILITY: SURFACE MOTION
 HW0820
 HW0820  HISTORY     - Date     Condition        Report By
 HW0820  HISTORY     - UNK      MONUMENTED       VADH
 HW0820  HISTORY     - 1958     GOOD             NGS
 HW0820  HISTORY     - 1971     GOOD             NGS
 HW0820  HISTORY     - 1984     GOOD             NGS
 HW0820  HISTORY     - 19961016 GOOD             USPSQD
 HW0820
 HW0820                          STATION DESCRIPTION
 HW0820
 HW0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0820'AT HARRISONBURG.
 HW0820'AT HARRISONBURG, ON THE CAMPUS OF MADISON COLLEGE, DIRECTLY
 HW0820'IN FRONT OF THE MAIN ENTRANCE TO THE ADMINISTRATION BUILDING,
 HW0820'(WILSON HALL), 109 FEET NORTHWEST OF THE CENTER OF THE DOOR
 HW0820'AT THE MAIN ENTRANCE TO ADMINISTRATION BUILDING, 12 FEET NORTH
 HW0820'OF THE CENTER OF THE LARGE FLAG POLE, SET IN THE TOP OF A LARGE
 HW0820'CONCRETE POST WHICH IS 2 FEET BELOW THE LEVEL OF THE GROUND
 HW0820'AND PROTECTED BY A 2-FOOT CAST IRON COVER.
 HW0820
 HW0820                          STATION RECOVERY (1971)
 HW0820
 HW0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW0820'RECOVERED IN GOOD CONDITION.
 HW0820
 HW0820                          STATION RECOVERY (1984)
 HW0820
 HW0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0820'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN HARRISONBURG,
 HW0820'ON THE CAMPUS OF THE JAMES MADISON COLLEGE, IN FRONT OF THE MAIN
 HW0820'ENTRANCE TO THE ADMINISTRATION BUILDING (WILSON HALL), COVERED BY A
 HW0820'0.61 METER (2 FT) CAST IRON COVER, 33.2 METERS (109.0 FT) NORTHWEST OF
 HW0820'THE CENTER OF THE DOOR AT THE MAIN ENTRANCE, 18.7 METERS (61.5 FT)
 HW0820'NORTH-NORTHWEST OF A LIGHT POLE, 17.8 METERS (58.5 FT) WEST OF A LIGHT
 HW0820'POLE, 1.8 METERS (6.0 FT) NORTHWEST OF THE EDGE OF A SIDEWALK.
 HW0820
 HW0820                          STATION RECOVERY (1996)
 HW0820
 HW0820'RECOVERY NOTE BY US POWER SQUADRON 1996
 HW0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0790 ***********************************************************************
 GY0790  DESIGNATION -  12 WSM
 GY0790  PID         -  GY0790
 GY0790  STATE/COUNTY-  VA/BUCHANAN
 GY0790  USGS QUAD   -  GRUNDY (1977)
 GY0790
 GY0790                         *CURRENT SURVEY CONTROL
 GY0790  ___________________________________________________________________
 GY0790* NAD 83(1986)-  37 15 02.     (N)    082 06 31.     (W)     SCALED    
 GY0790* NAVD 88     -       332.116  (meters)    1089.62   (feet)  ADJUSTED  
 GY0790  ___________________________________________________________________
 GY0790  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GY0790  DYNAMIC HT  -         331.844 (meters)    1088.72  (feet)  COMP
 GY0790  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 GY0790
 GY0790  VERT ORDER  -  SECOND    CLASS 0
 GY0790
 GY0790.The horizontal coordinates were scaled from a topographic map and have
 GY0790.an estimated accuracy of +/- 6 seconds.
 GY0790
 GY0790.The orthometric height was determined by differential leveling
 GY0790.and adjusted by the National Geodetic Survey in June 1991..
 GY0790
 GY0790.The geoid height was determined by GEOID03.
 GY0790
 GY0790.The dynamic height is computed by dividing the NAVD 88
 GY0790.geopotential number by the normal gravity value computed on the
 GY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0790.degrees latitude (g = 980.6199 gals.).
 GY0790
 GY0790.The modeled gravity was interpolated from observed gravity values.
 GY0790
 GY0790;                    North         East    Units  Estimated Accuracy
 GY0790;SPC VA S     - 1,107,910.    3,179,940.      MT  (+/- 180 meters Scaled)
 GY0790
 GY0790                          SUPERSEDED SURVEY CONTROL
 GY0790
 GY0790  NGVD 29 (??/??/92)  332.307  (m)         1090.24   (f) ADJ UNCH    2 0
 GY0790
 GY0790.Superseded values are not recommended for survey control.
 GY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0790.See file dsdata.txt to determine how the superseded data were derived.
 GY0790
 GY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB016232(NAD 83)
 GY0790_MARKER: DD = SURVEY DISK
 GY0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0790_SP_SET: BRIDGE
 GY0790_STAMPING: 12 WSM 1090 1960
 GY0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0790
 GY0790  HISTORY     - Date     Condition        Report By
 GY0790  HISTORY     - 1960     MONUMENTED       USGS
 GY0790  HISTORY     - 1963     GOOD             NGS
 GY0790
 GY0790                          STATION DESCRIPTION
 GY0790
 GY0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GY0790'1.5 MI NW FROM VANSANT.
 GY0790'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0790'IN VANSANT TO COUNTY ROAD 617 THENCE WEST 0.1 MILE TO THE MARK
 GY0790'SET IN THE SOUTHEAST END OF A HEADWALL OF A BRIDGE UNDER THE N AND W.
 GY0790'RY., 34.1 FEET NORTH EAST OF APPROXIMATE CENTER OF COUNTY ROAD
 GY0790'617, 10.6 FEET EAST OF EAST RAIL, AND IS ABOUT ONE FOOT BELOW
 GY0790'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6028 ***********************************************************************
 GV6028  DESIGNATION -  120
 GV6028  PID         -  GV6028
 GV6028  STATE/COUNTY-  VA/YORK
 GV6028  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6028
 GV6028                         *CURRENT SURVEY CONTROL
 GV6028  ___________________________________________________________________
 GV6028* NAD 83(1993)-  37 07 04.68530(N)    076 27 22.78232(W)     ADJUSTED  
 GV6028* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 GV6028  ___________________________________________________________________
 GV6028  X           -   1,192,496.686 (meters)                     COMP
 GV6028  Y           -  -4,950,480.225 (meters)                     COMP
 GV6028  Z           -   3,827,824.806 (meters)                     COMP
 GV6028  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 GV6028  ELLIP HEIGHT-         -26.41  (meters)          (06/04/02) GPS OBS
 GV6028  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 GV6028
 GV6028  HORZ ORDER  -  SECOND
 GV6028  ELLP ORDER  -  FOURTH    CLASS II
 GV6028
 GV6028.The horizontal coordinates were established by GPS observations
 GV6028.and adjusted by the National Geodetic Survey in September 1995..
 GV6028
 GV6028.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6028
 GV6028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6028
 GV6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6028
 GV6028.The ellipsoidal height was determined by GPS observations
 GV6028.and is referenced to NAD 83.
 GV6028
 GV6028.The geoid height was determined by GEOID03.
 GV6028
 GV6028;                    North         East     Units Scale Factor Converg.
 GV6028;SPC VA S     - 1,089,040.052 3,681,606.818   MT  0.99995483   +1 14 25.3
 GV6028;SPC VA S     - 3,572,958.90 12,078,738.37   sFT  0.99995483   +1 14 25.3
 GV6028;UTM  18      - 4,108,951.475   370,618.261   MT  0.99980621   -0 52 44.2
 GV6028
 GV6028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6028!SPC VA S     -   1.00000414  x   0.99995483  =   0.99995897
 GV6028!UTM  18      -   1.00000414  x   0.99980621  =   0.99981035
 GV6028
 GV6028                          SUPERSEDED SURVEY CONTROL
 GV6028
 GV6028  ELLIP H (09/08/95)  -26.32   (m)                       GP(       ) 4 2
 GV6028  NAD 83(1986)-  37 07 04.69506(N)    076 27 22.81453(W) AD(       ) 2
 GV6028  NGVD 29 (12/05/90)   10.2    (m)           33.     (f) GPS OBS        
 GV6028
 GV6028.Superseded values are not recommended for survey control.
 GV6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6028.See file dsdata.txt to determine how the superseded data were derived.
 GV6028
 GV6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7061808951(NAD 83)
 GV6028_MARKER: DD = SURVEY DISK
 GV6028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6028_SP_SET: CONCRETE POST
 GV6028_STAMPING: STATION NO. 120
 GV6028_MARK LOGO: VA-199
 GV6028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6028+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6028
 GV6028  HISTORY     - Date     Condition        Report By
 GV6028  HISTORY     - 1988     MONUMENTED       BSC
 GV6028
 GV6028                          STATION DESCRIPTION
 GV6028
 GV6028'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6028'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  IT IS LOCATED AT
 GV6028'THE SOUTHEAST CORNER OF THE INTERSECTION OF U.S. ROUTE 17 AND ROUTE
 GV6028'171 (VICTORY BOULEVARD).
 GV6028'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6028'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 2.74 M
 GV6028'(9.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF
 GV6028'ROUTE 171 (VICTORY BOULEVARD), 2.74 M (9.0 FT) NORTHEAST OF THE
 GV6028'TRAFFIC SIGNAL POLE.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6028'STATION
 GV6028'BEARING             DISTANCE
 GV6028'RM 1    S01 34 31W       60.91 M (199.8 FT)
 GV6028'RM 2    N74 51 23E       48.78 M (160.0 FT)
 GV6028'RM 3    N21 49 20W       16.79 M (55.1 FT)
 GV6028'STATION 109    N12 49 20W       928.93 M (3047.7 FT)
 GV6028'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6028'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6028'1.IT IS LOCATED 10.36 M (34.0 FT) EAST OF THE CENTER LINE OF THE
 GV6028'NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 7.92 M
 GV6028'(26.0 FT) SOUTHWEST OF UTILITY POLE AJ-96.
 GV6028'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6028'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6028'2.  IT IS LOCATED 6.40 M (21.0 FT) SOUTH OF THE CENTER LINE OF THE
 GV6028'EASTBOUND LANES OF ROUTE 171 (VICTORY BOULEVARD), 0.30 M (1.0 FT)
 GV6028'NORTH OF THE ROUTE 171 SIGN.
 GV6028'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6028'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6028'3.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND THE
 GV6028'WESTBOUND LANES OF ROUTE 171 (VICTORY BOULEVARD), 5.79 M (19.0 FT)
 GV6028'NORTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES, 0.30 M
 GV6028'(1.0 FT) SOUTHEAST OF THE STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5582 ***********************************************************************
 GV5582  DESIGNATION -  120 C OF R 1972
 GV5582  PID         -  GV5582
 GV5582  STATE/COUNTY-  VA/C OF RICHMOND
 GV5582  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5582
 GV5582                         *CURRENT SURVEY CONTROL
 GV5582  ___________________________________________________________________
 GV5582* NAD 83(1993)-  37 29 03.83095(N)    077 28 48.23970(W)     ADJUSTED  
 GV5582* NAVD 88     -        64.59   (+/-2cm)     211.9    (feet)  VERTCON   
 GV5582  ___________________________________________________________________
 GV5582  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5582  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5582
 GV5582  HORZ ORDER  -  SECOND
 GV5582  VERT ORDER  -  THIRD ? (See Below)
 GV5582
 GV5582.The horizontal coordinates were established by classical geodetic methods
 GV5582.and adjusted by the National Geodetic Survey in September 1995..
 GV5582
 GV5582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5582.The vertical order pertains to the NGVD 29 superseded value.
 GV5582
 GV5582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5582
 GV5582.The geoid height was determined by GEOID03.
 GV5582
 GV5582;                    North         East     Units Scale Factor Converg.
 GV5582;SPC VA S     - 1,128,226.917 3,590,200.335   MT  0.99994748   +0 37 08.5
 GV5582;SPC VA S     - 3,701,524.48 11,778,848.93   sFT  0.99994748   +0 37 08.5
 GV5582;UTM  18      - 4,151,499.382   280,723.201   MT  1.00019230   -1 30 35.4
 GV5582
 GV5582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5582!SPC VA S     -   0.99999505  x   0.99994748  =   0.99994253
 GV5582!UTM  18      -   0.99999505  x   1.00019230  =   1.00018735
 GV5582
 GV5582                          SUPERSEDED SURVEY CONTROL
 GV5582
 GV5582  NAD 83(1993)-  37 29 03.83092(N)    077 28 48.23965(W) AD(       ) 2
 GV5582  NAD 83(1986)-  37 29 03.83726(N)    077 28 48.25664(W) AD(       ) 2
 GV5582  NAD 27      -  37 29 03.30631(N)    077 28 49.30978(W) AD(       ) 2
 GV5582  NGVD 29 (07/19/86)   64.90   (m)          212.9    (f) LEVELING    3  
 GV5582
 GV5582.Superseded values are not recommended for survey control.
 GV5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5582.See file dsdata.txt to determine how the superseded data were derived.
 GV5582
 GV5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8072351499(NAD 83)
 GV5582_MARKER: Z = SEE DESCRIPTION
 GV5582_SETTING: 0 = UNSPECIFIED SETTING
 GV5582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5582
 GV5582  HISTORY     - Date     Condition        Report By
 GV5582  HISTORY     - 1972     MONUMENTED       VA2060
 GV5582  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5582  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5582  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5582
 GV5582                          STATION DESCRIPTION
 GV5582
 GV5582'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5582'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5582'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5582'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5582'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTHWEST ON
 GV5582'WARWICK RD. 0.75 MILE TO POINT NO. 120.
 GV5582'
 GV5582'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5582'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5582'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5582'ABOUT 8 INCHES BELOW GROUND.
 GV5582'
 GV5582'15.5 FEET W. OF C/L OF WARWICK RD., 26.6 FEET N. OF N.W. CORNER OF A
 GV5582'CHAIN LINK FENCE, 55.8 FEET S. OF A 20 INCHES OAK TREE.
 GV5582'
 GV5582'NEAREST TOWN--RICHMOND.
 GV5582
 GV5582                          STATION RECOVERY (1995)
 GV5582
 GV5582'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5582'MARK NOT FOUND.
 GV5582
 GV5582                          STATION RECOVERY (1999)
 GV5582
 GV5582'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5582'MARK NOT FOUND.
 GV5582
 GV5582                          STATION RECOVERY (2003)
 GV5582
 GV5582'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0967 ***********************************************************************
 GW0967  DESIGNATION -  1207
 GW0967  PID         -  GW0967
 GW0967  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0967  USGS QUAD   -  LEXINGTON (1978)
 GW0967
 GW0967                         *CURRENT SURVEY CONTROL
 GW0967  ___________________________________________________________________
 GW0967* NAD 83(1986)-  37 51 03.     (N)    079 23 57.     (W)     SCALED    
 GW0967* NAVD 88     -       367.931  (meters)    1207.12   (feet)  ADJUSTED  
 GW0967  ___________________________________________________________________
 GW0967  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0967  DYNAMIC HT  -         367.649 (meters)    1206.20  (feet)  COMP
 GW0967  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 GW0967
 GW0967  VERT ORDER  -  SECOND    CLASS 0
 GW0967
 GW0967.The horizontal coordinates were scaled from a topographic map and have
 GW0967.an estimated accuracy of +/- 6 seconds.
 GW0967
 GW0967.The orthometric height was determined by differential leveling
 GW0967.and adjusted by the National Geodetic Survey in June 1991..
 GW0967
 GW0967.The geoid height was determined by GEOID03.
 GW0967
 GW0967.The dynamic height is computed by dividing the NAVD 88
 GW0967.geopotential number by the normal gravity value computed on the
 GW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0967.degrees latitude (g = 980.6199 gals.).
 GW0967
 GW0967.The modeled gravity was interpolated from observed gravity values.
 GW0967
 GW0967;                    North         East    Units  Estimated Accuracy
 GW0967;SPC VA S     - 1,168,790.    3,420,870.      MT  (+/- 180 meters Scaled)
 GW0967
 GW0967                          SUPERSEDED SURVEY CONTROL
 GW0967
 GW0967  NGVD 29 (??/??/92)  368.104  (m)         1207.69   (f) ADJ UNCH    2 0
 GW0967
 GW0967.Superseded values are not recommended for survey control.
 GW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0967.See file dsdata.txt to determine how the superseded data were derived.
 GW0967
 GW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB408904(NAD 83)
 GW0967_MARKER: N = NAIL
 GW0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0967_SP_SET: TREE
 GW0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0967
 GW0967  HISTORY     - Date     Condition        Report By
 GW0967  HISTORY     - UNK      MONUMENTED       USGS
 GW0967  HISTORY     - 1935     GOOD             NGS
 GW0967
 GW0967                          STATION DESCRIPTION
 GW0967
 GW0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0967'4.8 MI S FROM ROCKBRIDGE BATHS.
 GW0967'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0967'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, AT A SHARP CURVE,
 GW0967'ABOUT 60 FEET SOUTHWEST OF THE CENTER OF A STREAM RUNNING WEST,
 GW0967'AND IN THE WEST SIDE OF A 24-INCH SYCAMORE TREE.  A COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6029 ***********************************************************************
 GV6029  DESIGNATION -  121
 GV6029  PID         -  GV6029
 GV6029  STATE/COUNTY-  VA/YORK
 GV6029  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6029
 GV6029                         *CURRENT SURVEY CONTROL
 GV6029  ___________________________________________________________________
 GV6029* NAD 83(1993)-  37 07 10.56923(N)    076 27 00.97514(W)     ADJUSTED  
 GV6029* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 GV6029  ___________________________________________________________________
 GV6029  X           -   1,192,994.467 (meters)                     COMP
 GV6029  Y           -  -4,950,247.908 (meters)                     COMP
 GV6029  Z           -   3,827,969.598 (meters)                     COMP
 GV6029  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 GV6029  ELLIP HEIGHT-         -26.15  (meters)          (06/04/02) GPS OBS
 GV6029  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 GV6029
 GV6029  HORZ ORDER  -  SECOND
 GV6029  ELLP ORDER  -  FOURTH    CLASS II
 GV6029
 GV6029.The horizontal coordinates were established by GPS observations
 GV6029.and adjusted by the National Geodetic Survey in September 1995..
 GV6029
 GV6029.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6029
 GV6029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6029
 GV6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6029
 GV6029.The ellipsoidal height was determined by GPS observations
 GV6029.and is referenced to NAD 83.
 GV6029
 GV6029.The geoid height was determined by GEOID03.
 GV6029
 GV6029;                    North         East     Units Scale Factor Converg.
 GV6029;SPC VA S     - 1,089,233.060 3,682,141.088   MT  0.99995471   +1 14 38.5
 GV6029;SPC VA S     - 3,573,592.13 12,080,491.22   sFT  0.99995471   +1 14 38.5
 GV6029;UTM  18      - 4,109,124.567   371,159.222   MT  0.99980449   -0 52 31.2
 GV6029
 GV6029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6029!SPC VA S     -   1.00000410  x   0.99995471  =   0.99995881
 GV6029!UTM  18      -   1.00000410  x   0.99980449  =   0.99980859
 GV6029
 GV6029                          SUPERSEDED SURVEY CONTROL
 GV6029
 GV6029  ELLIP H (09/08/95)  -26.07   (m)                       GP(       ) 4 2
 GV6029  NAD 83(1986)-  37 07 10.57899(N)    076 27 01.00734(W) AD(       ) 2
 GV6029  NGVD 29 (12/05/90)   10.5    (m)           34.     (f) GPS OBS        
 GV6029
 GV6029.Superseded values are not recommended for survey control.
 GV6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6029.See file dsdata.txt to determine how the superseded data were derived.
 GV6029
 GV6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7115909125(NAD 83)
 GV6029_MARKER: DD = SURVEY DISK
 GV6029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6029_SP_SET: CONCRETE POST
 GV6029_STAMPING: STATION NO. 121
 GV6029_MARK LOGO: VA-199
 GV6029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6029+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6029
 GV6029  HISTORY     - Date     Condition        Report By
 GV6029  HISTORY     - 1988     MONUMENTED       BSC
 GV6029
 GV6029                          STATION DESCRIPTION
 GV6029
 GV6029'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6029'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.
 GV6029'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6029'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRASS
 GV6029'MEDIAN AT THE INTERSECTION OF ROUTES 171 (VICTORY BOULEVARD) AND 134
 GV6029'(HAMPTON HIGHWAY), 3.05 M (10.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV6029'OF THE EASTBOUND LANES OF ROUTE 171, 2.44 M (8.0 FT) EAST OF THE WEST
 GV6029'END OF THE MEDIAN.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6029'STATION
 GV6029'BEARING             DISTANCE
 GV6029'RM 1    S76 39 23W       50.31 M (165.1 FT)
 GV6029'RM 2    S50 24 01E       30.66 M (100.6 FT)
 GV6029'STATION 120    S70 08 15W       568.06 M (1863.7 FT)
 GV6029'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6029'(0.1 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6029'1.IT IS LOCATED IN THE WEST GRASS MEDIAN AT THE INTERSECTION OF ROUTES
 GV6029'171 (VICTORY BOULEVARD) AND 134 (HAMPTON HIGHWAY), OPPOSITE STATION
 GV6029'121, 4.27 M (14.0 FT) WEST OF THE EAST END OF THE MEDIAN, 2.44 M
 GV6029'(8.0 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF THE WESTBOUND LANES OF
 GV6029'ROUTE 171.
 GV6029'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.03 M
 GV6029'(0.1 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6029'2.  IT IS LOCATED 6.40 M (21.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6029'THE WESTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 15.85 M (52.0 FT)
 GV6029'NORTH OF UTILITY POLE FK-34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5583 ***********************************************************************
 GV5583  DESIGNATION -  121 C OF R 1972
 GV5583  PID         -  GV5583
 GV5583  STATE/COUNTY-  VA/C OF RICHMOND
 GV5583  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5583
 GV5583                         *CURRENT SURVEY CONTROL
 GV5583  ___________________________________________________________________
 GV5583* NAD 83(1993)-  37 29 13.95342(N)    077 28 49.58076(W)     ADJUSTED  
 GV5583* NAVD 88     -        65.50   (+/-2cm)     214.9    (feet)  VERTCON   
 GV5583  ___________________________________________________________________
 GV5583  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5583  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5583
 GV5583  HORZ ORDER  -  SECOND
 GV5583  VERT ORDER  -  THIRD ? (See Below)
 GV5583
 GV5583.The horizontal coordinates were established by classical geodetic methods
 GV5583.and adjusted by the National Geodetic Survey in September 1995..
 GV5583
 GV5583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5583.The vertical order pertains to the NGVD 29 superseded value.
 GV5583
 GV5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5583
 GV5583.The geoid height was determined by GEOID03.
 GV5583
 GV5583;                    North         East     Units Scale Factor Converg.
 GV5583;SPC VA S     - 1,128,538.599 3,590,164.021   MT  0.99994758   +0 37 07.7
 GV5583;SPC VA S     - 3,702,547.05 11,778,729.79   sFT  0.99994758   +0 37 07.7
 GV5583;UTM  18      - 4,151,812.274   280,698.485   MT  1.00019244   -1 30 36.6
 GV5583
 GV5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5583!SPC VA S     -   0.99999491  x   0.99994758  =   0.99994249
 GV5583!UTM  18      -   0.99999491  x   1.00019244  =   1.00018735
 GV5583
 GV5583                          SUPERSEDED SURVEY CONTROL
 GV5583
 GV5583  NAD 83(1993)-  37 29 13.95339(N)    077 28 49.58071(W) AD(       ) 2
 GV5583  NAD 83(1986)-  37 29 13.95975(N)    077 28 49.59769(W) AD(       ) 2
 GV5583  NAD 27      -  37 29 13.42895(N)    077 28 50.65094(W) AD(       ) 2
 GV5583  NGVD 29 (07/19/86)   65.81   (m)          215.9    (f) LEVELING    3  
 GV5583
 GV5583.Superseded values are not recommended for survey control.
 GV5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5583.See file dsdata.txt to determine how the superseded data were derived.
 GV5583
 GV5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8069851812(NAD 83)
 GV5583_MARKER: Z = SEE DESCRIPTION
 GV5583_SETTING: 0 = UNSPECIFIED SETTING
 GV5583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5583
 GV5583  HISTORY     - Date     Condition        Report By
 GV5583  HISTORY     - 1972     MONUMENTED       VA2060
 GV5583  HISTORY     - 19951117 GOOD             USPSQD
 GV5583  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5583  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5583  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5583
 GV5583                          STATION DESCRIPTION
 GV5583
 GV5583'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5583'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5583'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5583'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5583'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTH ON
 GV5583'WARWICK RD. 0.55 MILE TO POINT NO. 121.
 GV5583'
 GV5583'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5583'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5583'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5583'ABOUT 8 INCHES BELOW GROUND.
 GV5583'
 GV5583'17.4 FEET E. OF C/L OF WARWICK RD., 13.5 FEET W. OF C AND P POLE
 GV5583'NO. 7472B - VEPCO NO. LF19, 56.3 FEET S.W. OF S.W. CORNER OF 1-STORY
 GV5583'SHINGLE HOUSE.
 GV5583'
 GV5583'NEAREST TOWN--RICHMOND.
 GV5583
 GV5583                          STATION RECOVERY (1995)
 GV5583
 GV5583'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5583'RECOVERED IN GOOD CONDITION.
 GV5583
 GV5583                          STATION RECOVERY (1999)
 GV5583
 GV5583'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5583'MARK NOT FOUND.
 GV5583
 GV5583                          STATION RECOVERY (2003)
 GV5583
 GV5583'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5583'MARK NOT FOUND.
 GV5583
 GV5583                          STATION RECOVERY (2005)
 GV5583
 GV5583'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0785 ***********************************************************************
 HW0785  DESIGNATION -  1214.02
 HW0785  PID         -  HW0785
 HW0785  STATE/COUNTY-  VA/ROCKINGHAM
 HW0785  USGS QUAD   -  ELKTON EAST (1987)
 HW0785
 HW0785                         *CURRENT SURVEY CONTROL
 HW0785  ___________________________________________________________________
 HW0785* NAD 83(1986)-  38 22 45.     (N)    078 35 33.     (W)     SCALED    
 HW0785* NAVD 88     -       369.280  (meters)    1211.55   (feet)  ADJUSTED  
 HW0785  ___________________________________________________________________
 HW0785  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0785  DYNAMIC HT  -         369.014 (meters)    1210.67  (feet)  COMP
 HW0785  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 HW0785
 HW0785  VERT ORDER  -  SECOND    CLASS 0
 HW0785
 HW0785.The horizontal coordinates were scaled from a topographic map and have
 HW0785.an estimated accuracy of +/- 6 seconds.
 HW0785
 HW0785.The orthometric height was determined by differential leveling
 HW0785.and adjusted by the National Geodetic Survey in June 1991..
 HW0785
 HW0785.The geoid height was determined by GEOID03.
 HW0785
 HW0785.The dynamic height is computed by dividing the NAVD 88
 HW0785.geopotential number by the normal gravity value computed on the
 HW0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0785.degrees latitude (g = 980.6199 gals.).
 HW0785
 HW0785.The modeled gravity was interpolated from observed gravity values.
 HW0785
 HW0785;                    North         East    Units  Estimated Accuracy
 HW0785;SPC VA N     - 2,079,090.    3,491,920.      MT  (+/- 180 meters Scaled)
 HW0785
 HW0785                          SUPERSEDED SURVEY CONTROL
 HW0785
 HW0785  NGVD 29 (??/??/92)  369.452  (m)         1212.11   (f) ADJ UNCH    2 0
 HW0785
 HW0785.Superseded values are not recommended for survey control.
 HW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0785.See file dsdata.txt to determine how the superseded data were derived.
 HW0785
 HW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC102506(NAD 83)
 HW0785_MARKER: Q = CHISELED SQUARE
 HW0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0785_SP_SET: CULVERT
 HW0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0785
 HW0785  HISTORY     - Date     Condition        Report By
 HW0785  HISTORY     - UNK      MONUMENTED       USGS
 HW0785  HISTORY     - 1965     GOOD             NGS
 HW0785  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 HW0785
 HW0785                          STATION DESCRIPTION
 HW0785
 HW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0785'3 MI SE FROM ELKTON.
 HW0785'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF
 HW0785'U.S. HIGHWAY 33 AND THE N AND W RY., IN ELKTON, TO THE MARK SET
 HW0785'IN THE TOP OF THE SOUTHWEST WINGWALL OF A BOX CULVERT, 17 FEET
 HW0785'WEST OF THE CENTERLINE OF HIGHWAY, 16.5 FEET NORTH OF A POWER
 HW0785'LINE POLE M 59, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HW0785'HIGHWAY.
 HW0785
 HW0785                          STATION RECOVERY (1996)
 HW0785
 HW0785'RECOVERY NOTE BY US POWER SQUADRON 1996
 HW0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0448 ***********************************************************************
 GX0448  DESIGNATION -  1218
 GX0448  PID         -  GX0448
 GX0448  STATE/COUNTY-  VA/GILES
 GX0448  USGS QUAD   -  NARROWS (1985)
 GX0448
 GX0448                         *CURRENT SURVEY CONTROL
 GX0448  ___________________________________________________________________
 GX0448* NAD 83(1986)-  37 20 32.     (N)    080 46 14.     (W)     SCALED    
 GX0448* NAVD 88     -       483.591  (meters)    1586.58   (feet)  ADJUSTED  
 GX0448  ___________________________________________________________________
 GX0448  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0448  DYNAMIC HT  -         483.175 (meters)    1585.22  (feet)  COMP
 GX0448  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 GX0448
 GX0448  VERT ORDER  -  SECOND    CLASS 0
 GX0448
 GX0448.The horizontal coordinates were scaled from a topographic map and have
 GX0448.an estimated accuracy of +/- 6 seconds.
 GX0448
 GX0448.The orthometric height was determined by differential leveling
 GX0448.and adjusted by the National Geodetic Survey in June 1991..
 GX0448
 GX0448.The geoid height was determined by GEOID03.
 GX0448
 GX0448.The dynamic height is computed by dividing the NAVD 88
 GX0448.geopotential number by the normal gravity value computed on the
 GX0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0448.degrees latitude (g = 980.6199 gals.).
 GX0448
 GX0448.The modeled gravity was interpolated from observed gravity values.
 GX0448
 GX0448;                    North         East    Units  Estimated Accuracy
 GX0448;SPC VA S     - 1,114,380.    3,298,830.      MT  (+/- 180 meters Scaled)
 GX0448
 GX0448                          SUPERSEDED SURVEY CONTROL
 GX0448
 GX0448  NGVD 29 (??/??/92)  483.722  (m)         1587.01   (f) ADJ UNCH    2 0
 GX0448
 GX0448.Superseded values are not recommended for survey control.
 GX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0448.See file dsdata.txt to determine how the superseded data were derived.
 GX0448
 GX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB203328(NAD 83)
 GX0448_MARKER: DB = BENCH MARK DISK
 GX0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0448_STAMPING: 1218
 GX0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0448+STABILITY: SURFACE MOTION
 GX0448
 GX0448  HISTORY     - Date     Condition        Report By
 GX0448  HISTORY     - UNK      MONUMENTED       CGS
 GX0448  HISTORY     - 1935     GOOD             NGS
 GX0448
 GX0448                          STATION DESCRIPTION
 GX0448
 GX0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0448'2.4 MI W FROM PEARISBURG.
 GX0448'2.4 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0448'COURTHOUSE AT PEARISBURG, GILES COUNTY, 20 FEET EAST OF SEMAPHORE
 GX0448'331.7, IN A FARM PASTURE, ON TOP OF AN EMBANKMENT, 35 FEET SOUTH
 GX0448'OF THE SOUTH MAIN TRACK, AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY
 GX0448'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 1218 AND SET IN
 GX0448'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0447 ***********************************************************************
 GX0447  DESIGNATION -  1219
 GX0447  PID         -  GX0447
 GX0447  STATE/COUNTY-  VA/GILES
 GX0447  USGS QUAD   -  NARROWS (1985)
 GX0447
 GX0447                         *CURRENT SURVEY CONTROL
 GX0447  ___________________________________________________________________
 GX0447* NAD 83(1986)-  37 20 37.     (N)    080 46 32.     (W)     SCALED    
 GX0447* NAVD 88     -       485.239  (meters)    1591.99   (feet)  ADJUSTED  
 GX0447  ___________________________________________________________________
 GX0447  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0447  DYNAMIC HT  -         484.823 (meters)    1590.62  (feet)  COMP
 GX0447  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 GX0447
 GX0447  VERT ORDER  -  SECOND    CLASS 0
 GX0447
 GX0447.The horizontal coordinates were scaled from a topographic map and have
 GX0447.an estimated accuracy of +/- 6 seconds.
 GX0447
 GX0447.The orthometric height was determined by differential leveling
 GX0447.and adjusted by the National Geodetic Survey in June 1991..
 GX0447
 GX0447.The geoid height was determined by GEOID03.
 GX0447
 GX0447.The dynamic height is computed by dividing the NAVD 88
 GX0447.geopotential number by the normal gravity value computed on the
 GX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0447.degrees latitude (g = 980.6199 gals.).
 GX0447
 GX0447.The modeled gravity was interpolated from observed gravity values.
 GX0447
 GX0447;                    North         East    Units  Estimated Accuracy
 GX0447;SPC VA S     - 1,114,550.    3,298,400.      MT  (+/- 180 meters Scaled)
 GX0447
 GX0447                          SUPERSEDED SURVEY CONTROL
 GX0447
 GX0447  NGVD 29 (??/??/92)  485.37   (m)         1592.4    (f) COMPUTED    2 0
 GX0447
 GX0447.Superseded values are not recommended for survey control.
 GX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0447.See file dsdata.txt to determine how the superseded data were derived.
 GX0447
 GX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB198330(NAD 83)
 GX0447_MARKER: DB = BENCH MARK DISK
 GX0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0447_STAMPING: 1219
 GX0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0447+STABILITY: SURFACE MOTION
 GX0447
 GX0447  HISTORY     - Date     Condition        Report By
 GX0447  HISTORY     - UNK      MONUMENTED       CGS
 GX0447  HISTORY     - 1935     GOOD             NGS
 GX0447  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0447
 GX0447                          STATION DESCRIPTION
 GX0447
 GX0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0447'2.7 MI W FROM PEARISBURG.
 GX0447'2.7 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0447'COURTHOUSE AT PEARISBURG, GILES COUNTY, 0.2 MILE EAST OF MILEPOST
 GX0447'332, ON TOP OF AN EMBANKMENT, 38 FEET SOUTH OF THE MAIN TRACK,
 GX0447'AND 3.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 GX0447'STANDARD DISK, STAMPED 1219 AND SET IN THE TOP OF A CONCRETE POST
 GX0447'PROJECTING 8 INCHES ABOVE GROUND.
 GX0447
 GX0447                          STATION RECOVERY (1965)
 GX0447
 GX0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6030 ***********************************************************************
 GV6030  DESIGNATION -  122
 GV6030  PID         -  GV6030
 GV6030  STATE/COUNTY-  VA/YORK
 GV6030  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6030
 GV6030                         *CURRENT SURVEY CONTROL
 GV6030  ___________________________________________________________________
 GV6030* NAD 83(1993)-  37 07 16.52196(N)    076 26 24.08361(W)     ADJUSTED  
 GV6030* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 GV6030  ___________________________________________________________________
 GV6030  X           -   1,193,853.772 (meters)                     COMP
 GV6030  Y           -  -4,949,926.432 (meters)                     COMP
 GV6030  Z           -   3,828,115.639 (meters)                     COMP
 GV6030  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 GV6030  ELLIP HEIGHT-         -26.62  (meters)          (06/04/02) GPS OBS
 GV6030  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 GV6030
 GV6030  HORZ ORDER  -  SECOND
 GV6030  ELLP ORDER  -  FOURTH    CLASS II
 GV6030
 GV6030.The horizontal coordinates were established by GPS observations
 GV6030.and adjusted by the National Geodetic Survey in September 1995..
 GV6030
 GV6030.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6030
 GV6030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6030
 GV6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6030
 GV6030.The ellipsoidal height was determined by GPS observations
 GV6030.and is referenced to NAD 83.
 GV6030
 GV6030.The geoid height was determined by GEOID03.
 GV6030
 GV6030;                    North         East     Units Scale Factor Converg.
 GV6030;SPC VA S     - 1,089,436.339 3,683,047.557   MT  0.99995459   +1 15 00.9
 GV6030;SPC VA S     - 3,574,259.06 12,083,465.19   sFT  0.99995459   +1 15 00.9
 GV6030;UTM  18      - 4,109,294.158   372,072.450   MT  0.99980160   -0 52 09.0
 GV6030
 GV6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6030!SPC VA S     -   1.00000418  x   0.99995459  =   0.99995877
 GV6030!UTM  18      -   1.00000418  x   0.99980160  =   0.99980578
 GV6030
 GV6030                          SUPERSEDED SURVEY CONTROL
 GV6030
 GV6030  ELLIP H (09/08/95)  -26.54   (m)                       GP(       ) 4 2
 GV6030  NAD 83(1986)-  37 07 16.53171(N)    076 26 24.11580(W) AD(       ) 2
 GV6030  NGVD 29 (12/05/90)   10.0    (m)           33.     (f) GPS OBS        
 GV6030
 GV6030.Superseded values are not recommended for survey control.
 GV6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6030.See file dsdata.txt to determine how the superseded data were derived.
 GV6030
 GV6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7207209294(NAD 83)
 GV6030_MARKER: DD = SURVEY DISK
 GV6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6030_SP_SET: CONCRETE POST
 GV6030_STAMPING: STATION NO. 122
 GV6030_MARK LOGO: VA-199
 GV6030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6030+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6030
 GV6030  HISTORY     - Date     Condition        Report By
 GV6030  HISTORY     - 1988     MONUMENTED       BSC
 GV6030
 GV6030                          STATION DESCRIPTION
 GV6030
 GV6030'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6030'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6030'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6030'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR APPROXIMATELY
 GV6030'1.0 KM (0.60 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 GV6030'INTERSECTION WITH SOUTH BOWMAN TERRACE.
 GV6030'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6030'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 22.40 M
 GV6030'(73.5 FT) SOUTH OF THE CENTER LINE OF ROUTE 171 (VICTORY BOULEVARD),
 GV6030'8.38 M (27.5 FT) WEST OF THE CENTER LINE OF SOUTH BOWMAN TERRACE.
 GV6030'LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6030'BEARING             DISTANCE
 GV6030'RM 1    N61 06 57E       23.98 M (78.7 FT)
 GV6030'RM 2    N11 09 15W       37.32 M (122.4 FT)
 GV6030'RM 3    S89 01 48W       280.08 M (918.9 FT)
 GV6030'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6030'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6030'1.IT IS LOCATED 13.72 M (45.0 FT) SOUTH OF THE CENTER LINE OF ROUTE
 GV6030'171 (VICTORY BOULEVARD), 15.39 M (50.5 FT) EAST OF THE CENTER LINE OF
 GV6030'SOUTH BOWMAN TERRACE.
 GV6030'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6030'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6030'2.  IT IS LOCATED 14.94 M (49.0 FT) NORTH OF THE CENTER LINE OF ROUTE
 GV6030'171 (VICTORY BOULEVARD), 10.21 M (33.5 FT) WEST OF THE CENTER LINE OF
 GV6030'NORTH BOWMAN TERRACE.
 GV6030'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6030'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6030'3.  IT IS LOCATED 10.06 M (33.0 FT) NORTH OF THE EDGE OF THE PAVEMENT
 GV6030'OF ROUTE 171 (VICTORY BOULEVARD), 18.44 M (60.5 FT) SOUTH OF THE 1.22
 GV6030'M (4.0 FT) METAL AND WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5585 ***********************************************************************
 GV5585  DESIGNATION -  122 C OF R 1972
 GV5585  PID         -  GV5585
 GV5585  STATE/COUNTY-  VA/C OF RICHMOND
 GV5585  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5585
 GV5585                         *CURRENT SURVEY CONTROL
 GV5585  ___________________________________________________________________
 GV5585* NAD 83(1993)-  37 29 18.81665(N)    077 28 53.14415(W)     ADJUSTED  
 GV5585* NAVD 88     -        65.11   (+/-2cm)     213.6    (feet)  VERTCON   
 GV5585  ___________________________________________________________________
 GV5585  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5585  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5585
 GV5585  HORZ ORDER  -  SECOND
 GV5585  VERT ORDER  -  THIRD ? (See Below)
 GV5585
 GV5585.The horizontal coordinates were established by classical geodetic methods
 GV5585.and adjusted by the National Geodetic Survey in September 1995..
 GV5585
 GV5585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5585.The vertical order pertains to the NGVD 29 superseded value.
 GV5585
 GV5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5585
 GV5585.The geoid height was determined by GEOID03.
 GV5585
 GV5585;                    North         East     Units Scale Factor Converg.
 GV5585;SPC VA S     - 1,128,687.569 3,590,074.872   MT  0.99994763   +0 37 05.5
 GV5585;SPC VA S     - 3,703,035.80 11,778,437.31   sFT  0.99994763   +0 37 05.5
 GV5585;UTM  18      - 4,151,964.491   280,614.911   MT  1.00019289   -1 30 38.9
 GV5585
 GV5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5585!SPC VA S     -   0.99999497  x   0.99994763  =   0.99994260
 GV5585!UTM  18      -   0.99999497  x   1.00019289  =   1.00018786
 GV5585
 GV5585|---------------------------------------------------------------------|
 GV5585| PID    Reference Object                     Distance      Geod. Az  |
 GV5585|                                                           dddmmss.s |
 GV5585| GV5583 121 C OF R 1972                     173.617 METERS 14943     |
 GV5585| GV5593 123 C OF R 1972                     438.342 METERS 2833358.3 |
 GV5585|---------------------------------------------------------------------|
 GV5585
 GV5585                          SUPERSEDED SURVEY CONTROL
 GV5585
 GV5585  NAD 83(1993)-  37 29 18.81662(N)    077 28 53.14411(W) AD(       ) 2
 GV5585  NAD 83(1986)-  37 29 18.82299(N)    077 28 53.16110(W) AD(       ) 2
 GV5585  NAD 27      -  37 29 18.29223(N)    077 28 54.21430(W) AD(       ) 2
 GV5585  NGVD 29 (07/19/86)   65.42   (m)          214.6    (f) LEVELING    3  
 GV5585
 GV5585.Superseded values are not recommended for survey control.
 GV5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5585.See file dsdata.txt to determine how the superseded data were derived.
 GV5585
 GV5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8061551964(NAD 83)
 GV5585_MARKER: Z = SEE DESCRIPTION
 GV5585_SETTING: 0 = UNSPECIFIED SETTING
 GV5585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5585
 GV5585  HISTORY     - Date     Condition        Report By
 GV5585  HISTORY     - 1972     MONUMENTED       VA2060
 GV5585  HISTORY     - 19951117 GOOD             USPSQD
 GV5585  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5585  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5585  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5585
 GV5585                          STATION DESCRIPTION
 GV5585
 GV5585'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5585'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5585'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5585'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5585'0.90 MILE TO THE INTERSECTION OF WARWICK RD., THENCE SOUTH ON WARWICK
 GV5585'RD. 0.45 MILE TO POINT NO. 122.
 GV5585'
 GV5585'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5585'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5585'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5585'ABOUT 8 INCHES BELOW GROUND.
 GV5585'
 GV5585'60.0 FEET N.E. OF C/L OF WARWICK RD., 21.1 FEET N.W. OF C/L OF ALASKA
 GV5585'DR., 39.0 FEET E. OF C AND P POLE NO. 7666A - VEPCO NO. KG39, 32.8
 GV5585'S. OF 20 INCHES OAK TREE.
 GV5585'
 GV5585'NEAREST TOWN--RICHMOND.
 GV5585
 GV5585                          STATION RECOVERY (1995)
 GV5585
 GV5585'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5585'RECOVERED IN GOOD CONDITION.
 GV5585
 GV5585                          STATION RECOVERY (1999)
 GV5585
 GV5585'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5585'MARK NOT FOUND.
 GV5585
 GV5585                          STATION RECOVERY (2003)
 GV5585
 GV5585'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5585'MARK NOT FOUND.
 GV5585
 GV5585                          STATION RECOVERY (2005)
 GV5585
 GV5585'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0440 ***********************************************************************
 GX0440  DESIGNATION -  1220
 GX0440  PID         -  GX0440
 GX0440  STATE/COUNTY-  VA/GILES
 GX0440  USGS QUAD   -  NARROWS (1985)
 GX0440
 GX0440                         *CURRENT SURVEY CONTROL
 GX0440  ___________________________________________________________________
 GX0440* NAD 83(1986)-  37 19 52.     (N)    080 48 20.     (W)     SCALED    
 GX0440* NAVD 88     -       490.620  (meters)    1609.64   (feet)  ADJUSTED  
 GX0440  ___________________________________________________________________
 GX0440  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0440  DYNAMIC HT  -         490.201 (meters)    1608.27  (feet)  COMP
 GX0440  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GX0440
 GX0440  VERT ORDER  -  SECOND    CLASS 0
 GX0440
 GX0440.The horizontal coordinates were scaled from a topographic map and have
 GX0440.an estimated accuracy of +/- 6 seconds.
 GX0440
 GX0440.The orthometric height was determined by differential leveling
 GX0440.and adjusted by the National Geodetic Survey in June 1991..
 GX0440
 GX0440.The geoid height was determined by GEOID03.
 GX0440
 GX0440.The dynamic height is computed by dividing the NAVD 88
 GX0440.geopotential number by the normal gravity value computed on the
 GX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0440.degrees latitude (g = 980.6199 gals.).
 GX0440
 GX0440.The modeled gravity was interpolated from observed gravity values.
 GX0440
 GX0440;                    North         East    Units  Estimated Accuracy
 GX0440;SPC VA S     - 1,113,220.    3,295,700.      MT  (+/- 180 meters Scaled)
 GX0440
 GX0440                          SUPERSEDED SURVEY CONTROL
 GX0440
 GX0440  NGVD 29 (??/??/92)  490.73   (m)         1610.0    (f) COMPUTED    2 0
 GX0440
 GX0440.Superseded values are not recommended for survey control.
 GX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0440.See file dsdata.txt to determine how the superseded data were derived.
 GX0440
 GX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB172316(NAD 83)
 GX0440_MARKER: DB = BENCH MARK DISK
 GX0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0440_STAMPING: 1220
 GX0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0440+STABILITY: SURFACE MOTION
 GX0440
 GX0440  HISTORY     - Date     Condition        Report By
 GX0440  HISTORY     - UNK      MONUMENTED       CGS
 GX0440  HISTORY     - 1935     GOOD             NGS
 GX0440  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0440
 GX0440                          STATION DESCRIPTION
 GX0440
 GX0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0440'AT NARROWS.
 GX0440'AT NARROWS, ON THE NORFOLK AND WESTERN RAILWAY, 400 YARDS EAST OF
 GX0440'THE STATION, 60 YARDS SOUTH OF THE SOUTH TRACK, AND 65 FEET NORTH
 GX0440'OF A SPUR TRACK ON A BANK ABOVE THE MAIN TRACK.  A STATE SURVEY
 GX0440'STANDARD DISK, STAMPED 1220 AND SET IN THE TOP OF A CONCRETE POST
 GX0440'PROJECTING 8 INCHES ABOVE GROUND.
 GX0440
 GX0440                          STATION RECOVERY (1965)
 GX0440
 GX0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0437 ***********************************************************************
 GX0437  DESIGNATION -  1221
 GX0437  PID         -  GX0437
 GX0437  STATE/COUNTY-  VA/GILES
 GX0437  USGS QUAD   -  NARROWS (1985)
 GX0437
 GX0437                         *CURRENT SURVEY CONTROL
 GX0437  ___________________________________________________________________
 GX0437* NAD 83(1986)-  37 19 55.     (N)    080 48 25.     (W)     SCALED    
 GX0437* NAVD 88     -       493.398  (meters)    1618.76   (feet)  ADJUSTED  
 GX0437  ___________________________________________________________________
 GX0437  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0437  DYNAMIC HT  -         492.977 (meters)    1617.38  (feet)  COMP
 GX0437  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GX0437
 GX0437  VERT ORDER  -  SECOND    CLASS 0
 GX0437
 GX0437.The horizontal coordinates were scaled from a topographic map and have
 GX0437.an estimated accuracy of +/- 6 seconds.
 GX0437
 GX0437.The orthometric height was determined by differential leveling
 GX0437.and adjusted by the National Geodetic Survey in June 1991..
 GX0437
 GX0437.The geoid height was determined by GEOID03.
 GX0437
 GX0437.The dynamic height is computed by dividing the NAVD 88
 GX0437.geopotential number by the normal gravity value computed on the
 GX0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0437.degrees latitude (g = 980.6199 gals.).
 GX0437
 GX0437.The modeled gravity was interpolated from observed gravity values.
 GX0437
 GX0437;                    North         East    Units  Estimated Accuracy
 GX0437;SPC VA S     - 1,113,320.    3,295,580.      MT  (+/- 180 meters Scaled)
 GX0437
 GX0437                          SUPERSEDED SURVEY CONTROL
 GX0437
 GX0437  NGVD 29 (??/??/92)  493.55   (m)         1619.3    (f) COMPUTED    2 0
 GX0437
 GX0437.Superseded values are not recommended for survey control.
 GX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0437.See file dsdata.txt to determine how the superseded data were derived.
 GX0437
 GX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB171317(NAD 83)
 GX0437_MARKER: DB = BENCH MARK DISK
 GX0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0437_STAMPING: 1221
 GX0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0437+STABILITY: SURFACE MOTION
 GX0437
 GX0437  HISTORY     - Date     Condition        Report By
 GX0437  HISTORY     - UNK      MONUMENTED       CGS
 GX0437  HISTORY     - 1935     GOOD             NGS
 GX0437  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0437
 GX0437                          STATION DESCRIPTION
 GX0437
 GX0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0437'AT NARROWS.
 GX0437'AT NARROWS, 75 YARDS WEST OF THE NORFOLK AND WESTERN RAILWAY
 GX0437'STATION, 50 YARDS SOUTH OF THE SOUTH TRACK, ON THE TOP OF A
 GX0437'BANK OPPOSITE THE STATION, IN THE YARD OF A PRIVATE HOME, AND
 GX0437'2 FEET WEST OF THE YARD FENCE.  A STATE SURVEY STANDARD DISK,
 GX0437'STAMPED 1221 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX0437'4 INCHES ABOVE GROUND.
 GX0437
 GX0437                          STATION RECOVERY (1965)
 GX0437
 GX0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0432 ***********************************************************************
 GX0432  DESIGNATION -  1222
 GX0432  PID         -  GX0432
 GX0432  STATE/COUNTY-  VA/GILES
 GX0432  USGS QUAD   -  NARROWS (1985)
 GX0432
 GX0432                         *CURRENT SURVEY CONTROL
 GX0432  ___________________________________________________________________
 GX0432* NAD 83(1986)-  37 21 27.     (N)    080 48 58.     (W)     SCALED    
 GX0432* NAVD 88     -       472.155  (meters)    1549.06   (feet)  ADJUSTED  
 GX0432  ___________________________________________________________________
 GX0432  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0432  DYNAMIC HT  -         471.748 (meters)    1547.73  (feet)  COMP
 GX0432  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 GX0432
 GX0432  VERT ORDER  -  SECOND    CLASS 0
 GX0432
 GX0432.The horizontal coordinates were scaled from a topographic map and have
 GX0432.an estimated accuracy of +/- 6 seconds.
 GX0432
 GX0432.The orthometric height was determined by differential leveling
 GX0432.and adjusted by the National Geodetic Survey in June 1991..
 GX0432
 GX0432.The geoid height was determined by GEOID03.
 GX0432
 GX0432.The dynamic height is computed by dividing the NAVD 88
 GX0432.geopotential number by the normal gravity value computed on the
 GX0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0432.degrees latitude (g = 980.6199 gals.).
 GX0432
 GX0432.The modeled gravity was interpolated from observed gravity values.
 GX0432
 GX0432;                    North         East    Units  Estimated Accuracy
 GX0432;SPC VA S     - 1,116,170.    3,294,840.      MT  (+/- 180 meters Scaled)
 GX0432
 GX0432                          SUPERSEDED SURVEY CONTROL
 GX0432
 GX0432  NGVD 29 (??/??/92)  472.294  (m)         1549.52   (f) ADJ UNCH    2 0
 GX0432
 GX0432.Superseded values are not recommended for survey control.
 GX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0432.See file dsdata.txt to determine how the superseded data were derived.
 GX0432
 GX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB162345(NAD 83)
 GX0432_MARKER: DD = SURVEY DISK
 GX0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0432_STAMPING: 1222
 GX0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0432+STABILITY: SURFACE MOTION
 GX0432
 GX0432  HISTORY     - Date     Condition        Report By
 GX0432  HISTORY     - UNK      MONUMENTED       VAGS
 GX0432  HISTORY     - 1935     GOOD             NGS
 GX0432  HISTORY     - 1965     GOOD             NGS
 GX0432
 GX0432                          STATION DESCRIPTION
 GX0432
 GX0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0432'1.9 MI W FROM NARROWS.
 GX0432'1.9 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0432'STATION AT NARROWS, 0.3 MILE EAST OF MILEPOST 336, 365 YARDS WEST
 GX0432'OF SEMAPHORE 335.7, AND 10.5 FEET NORTH OF THE NORTH RAIL OF THE
 GX0432'MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1222 AND SET
 GX0432'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GX0432
 GX0432                          STATION RECOVERY (1965)
 GX0432
 GX0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0429 ***********************************************************************
 GX0429  DESIGNATION -  1223
 GX0429  PID         -  GX0429
 GX0429  STATE/COUNTY-  VA/GILES
 GX0429  USGS QUAD   -  NARROWS (1985)
 GX0429
 GX0429                         *CURRENT SURVEY CONTROL
 GX0429  ___________________________________________________________________
 GX0429* NAD 83(1986)-  37 21 48.     (N)    080 49 09.     (W)     SCALED    
 GX0429* NAVD 88     -       471.195  (meters)    1545.91   (feet)  ADJUSTED  
 GX0429  ___________________________________________________________________
 GX0429  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0429  DYNAMIC HT  -         470.790 (meters)    1544.58  (feet)  COMP
 GX0429  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GX0429
 GX0429  VERT ORDER  -  SECOND    CLASS 0
 GX0429
 GX0429.The horizontal coordinates were scaled from a topographic map and have
 GX0429.an estimated accuracy of +/- 6 seconds.
 GX0429
 GX0429.The orthometric height was determined by differential leveling
 GX0429.and adjusted by the National Geodetic Survey in June 1991..
 GX0429
 GX0429.The geoid height was determined by GEOID03.
 GX0429
 GX0429.The dynamic height is computed by dividing the NAVD 88
 GX0429.geopotential number by the normal gravity value computed on the
 GX0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0429.degrees latitude (g = 980.6199 gals.).
 GX0429
 GX0429.The modeled gravity was interpolated from observed gravity values.
 GX0429
 GX0429;                    North         East    Units  Estimated Accuracy
 GX0429;SPC VA S     - 1,116,830.    3,294,590.      MT  (+/- 180 meters Scaled)
 GX0429
 GX0429                          SUPERSEDED SURVEY CONTROL
 GX0429
 GX0429  NGVD 29 (??/??/92)  471.322  (m)         1546.33   (f) ADJ UNCH    2 0
 GX0429
 GX0429.Superseded values are not recommended for survey control.
 GX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0429.See file dsdata.txt to determine how the superseded data were derived.
 GX0429
 GX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160351(NAD 83)
 GX0429_MARKER: DD = SURVEY DISK
 GX0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0429_SP_SET: CULVERT
 GX0429_STAMPING: 1223
 GX0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0429
 GX0429  HISTORY     - Date     Condition        Report By
 GX0429  HISTORY     - UNK      MONUMENTED       VAGS
 GX0429  HISTORY     - 1935     GOOD             NGS
 GX0429  HISTORY     - 1965     GOOD             NGS
 GX0429
 GX0429                          STATION DESCRIPTION
 GX0429
 GX0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0429'1.9 MI E FROM LURICH.
 GX0429'1.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0429'STATION AT LURICH, 110 YARDS NORTHWEST OF MILEPOST 336, 75 FEET
 GX0429'SOUTHEAST OF A WHISTLE POST, AT A 5- BY 5-FOOT CONCRETE CULVERT,
 GX0429'IN THE TOP OF THE NORTHEAST END OF THE NORTH CONCRETE HEADWALL,
 GX0429'AND 6.8 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD
 GX0429'DISK, STAMPED 1223.
 GX0429
 GX0429                          STATION RECOVERY (1965)
 GX0429
 GX0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0425 ***********************************************************************
 GX0425  DESIGNATION -  1225
 GX0425  PID         -  GX0425
 GX0425  STATE/COUNTY-  VA/GILES
 GX0425  USGS QUAD   -  PETERSTOWN (1984)
 GX0425
 GX0425                         *CURRENT SURVEY CONTROL
 GX0425  ___________________________________________________________________
 GX0425* NAD 83(1986)-  37 22 56.     (N)    080 50 01.     (W)     SCALED    
 GX0425* NAVD 88     -       475.702  (meters)    1560.70   (feet)  ADJUSTED  
 GX0425  ___________________________________________________________________
 GX0425  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0425  DYNAMIC HT  -         475.296 (meters)    1559.37  (feet)  COMP
 GX0425  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GX0425
 GX0425  VERT ORDER  -  SECOND    CLASS 0
 GX0425
 GX0425.The horizontal coordinates were scaled from a topographic map and have
 GX0425.an estimated accuracy of +/- 6 seconds.
 GX0425
 GX0425.The orthometric height was determined by differential leveling
 GX0425.and adjusted by the National Geodetic Survey in June 1991..
 GX0425
 GX0425.The geoid height was determined by GEOID03.
 GX0425
 GX0425.The dynamic height is computed by dividing the NAVD 88
 GX0425.geopotential number by the normal gravity value computed on the
 GX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0425.degrees latitude (g = 980.6199 gals.).
 GX0425
 GX0425.The modeled gravity was interpolated from observed gravity values.
 GX0425
 GX0425;                    North         East    Units  Estimated Accuracy
 GX0425;SPC VA S     - 1,118,950.    3,293,360.      MT  (+/- 180 meters Scaled)
 GX0425
 GX0425                          SUPERSEDED SURVEY CONTROL
 GX0425
 GX0425  NGVD 29 (??/??/92)  475.84   (m)         1561.2    (f) COMPUTED    2 0
 GX0425
 GX0425.Superseded values are not recommended for survey control.
 GX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0425.See file dsdata.txt to determine how the superseded data were derived.
 GX0425
 GX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB147372(NAD 83)
 GX0425_MARKER: DB = BENCH MARK DISK
 GX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0425_STAMPING: 1225
 GX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0425+STABILITY: SURFACE MOTION
 GX0425
 GX0425  HISTORY     - Date     Condition        Report By
 GX0425  HISTORY     - UNK      MONUMENTED       CGS
 GX0425  HISTORY     - 1935     GOOD             NGS
 GX0425  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0425
 GX0425                          STATION DESCRIPTION
 GX0425
 GX0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0425'0.2 MI E FROM LURICH.
 GX0425'2.5 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0425'STATION AT GLEN LYN, GILES COUNTY, 0.2 MILE EAST OF THE STATION
 GX0425'AT LURICH, 148 YARDS SOUTH OF THE SOUTH TRACK, 35 YARDS SOUTH OF
 GX0425'A FARM BARN, AND 2 FEET WEST OF A PASTURE FENCE.  A STATE SURVEY
 GX0425'STANDARD DISK, STAMPED 1225 AND SET IN TOP OF A CONCRETE POST
 GX0425'PROJECTING 10 INCHES ABOVE GROUND.
 GX0425
 GX0425                          STATION RECOVERY (1965)
 GX0425
 GX0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0415 ***********************************************************************
 GX0415  DESIGNATION -  1226
 GX0415  PID         -  GX0415
 GX0415  STATE/COUNTY-  VA/GILES
 GX0415  USGS QUAD   -  NARROWS (1985)
 GX0415
 GX0415                         *CURRENT SURVEY CONTROL
 GX0415  ___________________________________________________________________
 GX0415* NAD 83(1986)-  37 22 17.     (N)    080 51 48.     (W)     SCALED    
 GX0415* NAVD 88     -       463.816  (meters)    1521.70   (feet)  ADJUSTED  
 GX0415  ___________________________________________________________________
 GX0415  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0415  DYNAMIC HT  -         463.422 (meters)    1520.41  (feet)  COMP
 GX0415  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GX0415
 GX0415  VERT ORDER  -  SECOND    CLASS 0
 GX0415
 GX0415.The horizontal coordinates were scaled from a topographic map and have
 GX0415.an estimated accuracy of +/- 6 seconds.
 GX0415
 GX0415.The orthometric height was determined by differential leveling
 GX0415.and adjusted by the National Geodetic Survey in June 1991..
 GX0415
 GX0415.The geoid height was determined by GEOID03.
 GX0415
 GX0415.The dynamic height is computed by dividing the NAVD 88
 GX0415.geopotential number by the normal gravity value computed on the
 GX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0415.degrees latitude (g = 980.6199 gals.).
 GX0415
 GX0415.The modeled gravity was interpolated from observed gravity values.
 GX0415
 GX0415;                    North         East    Units  Estimated Accuracy
 GX0415;SPC VA S     - 1,117,820.    3,290,700.      MT  (+/- 180 meters Scaled)
 GX0415
 GX0415                          SUPERSEDED SURVEY CONTROL
 GX0415
 GX0415  NGVD 29 (??/??/92)  463.90   (m)         1522.0    (f) COMPUTED    2 0
 GX0415
 GX0415.Superseded values are not recommended for survey control.
 GX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0415.See file dsdata.txt to determine how the superseded data were derived.
 GX0415
 GX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB121360(NAD 83)
 GX0415_MARKER: DD = SURVEY DISK
 GX0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0415_SP_SET: PLATFORM
 GX0415_STAMPING: 1226
 GX0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0415
 GX0415  HISTORY     - Date     Condition        Report By
 GX0415  HISTORY     - UNK      MONUMENTED       VAGS
 GX0415  HISTORY     - 1935     GOOD             NGS
 GX0415
 GX0415                          STATION DESCRIPTION
 GX0415
 GX0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0415'AT GLEN LYN.
 GX0415'LOCATED IN THE TOWN OF GLEN LYN, ON THE NORTH END OF A CONCRETE
 GX0415'LOADING PLATFORM OF THE APPALLACHIAN POWER COMPANIES GENERATING
 GX0415'STATION, 40 YARDS SOUTHWEST OF THE SOUTHWEST MAIN TRACK OF
 GX0415'THE NORFOLK AND WESTERN R.R., 35 FEET SOUTH OF THE NORTH END OF
 GX0415'THE PLATFORM, 12 FEET EAST OF THE SOUTH SIDE OF THE EAST ENTRANCE
 GX0415'TO THE POWER HOUSE, 18 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0416 ***********************************************************************
 GX0416  DESIGNATION -  1226 VAGS RESET 1942
 GX0416  PID         -  GX0416
 GX0416  STATE/COUNTY-  VA/GILES
 GX0416  USGS QUAD   -  NARROWS (1985)
 GX0416
 GX0416                         *CURRENT SURVEY CONTROL
 GX0416  ___________________________________________________________________
 GX0416* NAD 83(1986)-  37 22 15.     (N)    080 51 51.     (W)     SCALED    
 GX0416* NAVD 88     -       464.447  (meters)    1523.77   (feet)  ADJUSTED  
 GX0416  ___________________________________________________________________
 GX0416  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0416  DYNAMIC HT  -         464.054 (meters)    1522.48  (feet)  COMP
 GX0416  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GX0416
 GX0416  VERT ORDER  -  FIRST     CLASS II
 GX0416
 GX0416.The horizontal coordinates were scaled from a topographic map and have
 GX0416.an estimated accuracy of +/- 6 seconds.
 GX0416
 GX0416.The orthometric height was determined by differential leveling
 GX0416.and adjusted by the National Geodetic Survey in June 1991..
 GX0416.WARNING-Repeat measurements at this control monument indicate possible
 GX0416.vertical movement.
 GX0416
 GX0416.The geoid height was determined by GEOID03.
 GX0416
 GX0416.The dynamic height is computed by dividing the NAVD 88
 GX0416.geopotential number by the normal gravity value computed on the
 GX0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0416.degrees latitude (g = 980.6199 gals.).
 GX0416
 GX0416.The modeled gravity was interpolated from observed gravity values.
 GX0416
 GX0416;                    North         East    Units  Estimated Accuracy
 GX0416;SPC VA S     - 1,117,760.    3,290,620.      MT  (+/- 180 meters Scaled)
 GX0416
 GX0416                          SUPERSEDED SURVEY CONTROL
 GX0416
 GX0416  NGVD 29 (??/??/92)  464.581  (m)         1524.21   (f) ADJ UNCH    1 2
 GX0416
 GX0416.Superseded values are not recommended for survey control.
 GX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0416.See file dsdata.txt to determine how the superseded data were derived.
 GX0416
 GX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB120360(NAD 83)
 GX0416_MARKER: DD = SURVEY DISK
 GX0416_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX0416+WITH SETTING: PAVEMENT
 GX0416_STAMPING: 1226 RESET 1942
 GX0416_MARK LOGO: VAGS  
 GX0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0416+STABILITY: SURFACE MOTION
 GX0416
 GX0416  HISTORY     - Date     Condition        Report By
 GX0416  HISTORY     - 1942     MONUMENTED       VAGS
 GX0416  HISTORY     - 1958     GOOD             NGS
 GX0416  HISTORY     - 1965     GOOD             NGS
 GX0416  HISTORY     - 1984     GOOD             NGS
 GX0416
 GX0416                          STATION DESCRIPTION
 GX0416
 GX0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0416'AT GLEN LYN.
 GX0416'AT GLEN LYN, 0.2 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN
 GX0416'RAILWAY FROM THE STATION, AT THE APPALACHIAN ELECTRIC POWER
 GX0416'CO. PLANT, ABOUT 37 YARDS SOUTH OF THE SOUTH RAIL OF THE
 GX0416'SOUTH MAIN TRACK, IN TOP AND 2.8 FEET SOUTH OF THE NORTH CORNER
 GX0416'OF THE FLOOR OF THE TOP LANDING OF FOUR STEPS AT ENTRANCE
 GX0416'TO ASSEMBLY ROOM AND FIRST AID BUILDING, (THIS IS A SEPARATE
 GX0416'BUILDING JUST NORTHWEST OF THE LARGE POWER PLANT BUILDING), 42 1/2
 GX0416'FEET SOUTH OF THE FLAGPOLE, AND ABOUT 3 FEET BELOW THE LEVEL
 GX0416'OF THE TRACK.
 GX0416
 GX0416                          STATION RECOVERY (1965)
 GX0416
 GX0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0416'RECOVERED IN GOOD CONDITION.
 GX0416
 GX0416                          STATION RECOVERY (1984)
 GX0416
 GX0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1756 ***********************************************************************
 GW1756  DESIGNATION -  1228
 GW1756  PID         -  GW1756
 GW1756  STATE/COUNTY-  VA/BOTETOURT
 GW1756  USGS QUAD   -  EAGLE ROCK (1985)
 GW1756
 GW1756                         *CURRENT SURVEY CONTROL
 GW1756  ___________________________________________________________________
 GW1756* NAD 83(1986)-  37 37 49.     (N)    079 48 48.     (W)     SCALED    
 GW1756* NAVD 88     -       374.142  (meters)    1227.50   (feet)  ADJUSTED  
 GW1756  ___________________________________________________________________
 GW1756  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1756  DYNAMIC HT  -         373.845 (meters)    1226.52  (feet)  COMP
 GW1756  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GW1756
 GW1756  VERT ORDER  -  SECOND    CLASS 0
 GW1756
 GW1756.The horizontal coordinates were scaled from a topographic map and have
 GW1756.an estimated accuracy of +/- 6 seconds.
 GW1756
 GW1756.The orthometric height was determined by differential leveling
 GW1756.and adjusted by the National Geodetic Survey in June 1991..
 GW1756
 GW1756.The geoid height was determined by GEOID03.
 GW1756
 GW1756.The dynamic height is computed by dividing the NAVD 88
 GW1756.geopotential number by the normal gravity value computed on the
 GW1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1756.degrees latitude (g = 980.6199 gals.).
 GW1756
 GW1756.The modeled gravity was interpolated from observed gravity values.
 GW1756
 GW1756;                    North         East    Units  Estimated Accuracy
 GW1756;SPC VA S     - 1,144,740.    3,384,080.      MT  (+/- 180 meters Scaled)
 GW1756
 GW1756                          SUPERSEDED SURVEY CONTROL
 GW1756
 GW1756  NGVD 29 (??/??/92)  374.328  (m)         1228.11   (f) ADJ UNCH    2 0
 GW1756
 GW1756.Superseded values are not recommended for survey control.
 GW1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1756.See file dsdata.txt to determine how the superseded data were derived.
 GW1756
 GW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB047654(NAD 83)
 GW1756_MARKER: DD = SURVEY DISK
 GW1756_SETTING: 66 = SET IN ROCK OUTCROP
 GW1756_SP_SET: BEDROCK
 GW1756_STAMPING: 1228 31 RHP 1959
 GW1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1756+STABILITY: POSITION/ELEVATION WELL
 GW1756
 GW1756  HISTORY     - Date     Condition        Report By
 GW1756  HISTORY     - 1959     MONUMENTED       USGS
 GW1756  HISTORY     - 1964     GOOD             NGS
 GW1756
 GW1756                          STATION DESCRIPTION
 GW1756
 GW1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1756'1.1 MI S FROM EAGLE MOUNTAIN.
 GW1756'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 GW1756'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 43 AT THE NORTH END OF
 GW1756'THE BRIDGE OVER THE JAMES RIVER AND IN THE NORTH EDGE OF EAGLE
 GW1756'MOUNTAIN TO THE MARK SET IN THE TOP OF AN OUTCROP OF BEDROCK,
 GW1756'127 FEET NORTHEAST OF JUNCTION OF HIGHWAY AND COUNTY ROAD
 GW1756'662, 39.0 FEET NORTHWEST OF APPROXIMATE CENTER OF COUNTY ROAD
 GW1756'662, 25.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND IS ABOUT
 GW1756'3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6031 ***********************************************************************
 GV6031  DESIGNATION -  123
 GV6031  PID         -  GV6031
 GV6031  STATE/COUNTY-  VA/YORK
 GV6031  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6031
 GV6031                         *CURRENT SURVEY CONTROL
 GV6031  ___________________________________________________________________
 GV6031* NAD 83(1993)-  37 06 51.01902(N)    076 25 48.53104(W)     ADJUSTED  
 GV6031* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 GV6031  ___________________________________________________________________
 GV6031  X           -   1,194,817.898 (meters)                     COMP
 GV6031  Y           -  -4,950,180.274 (meters)                     COMP
 GV6031  Z           -   3,827,487.565 (meters)                     COMP
 GV6031  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 GV6031  ELLIP HEIGHT-         -28.55  (meters)          (06/04/02) GPS OBS
 GV6031  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 GV6031
 GV6031  HORZ ORDER  -  SECOND
 GV6031  ELLP ORDER  -  FOURTH    CLASS II
 GV6031
 GV6031.The horizontal coordinates were established by GPS observations
 GV6031.and adjusted by the National Geodetic Survey in September 1995..
 GV6031
 GV6031.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6031
 GV6031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6031
 GV6031.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6031
 GV6031.The ellipsoidal height was determined by GPS observations
 GV6031.and is referenced to NAD 83.
 GV6031
 GV6031.The geoid height was determined by GEOID03.
 GV6031
 GV6031;                    North         East     Units Scale Factor Converg.
 GV6031;SPC VA S     - 1,088,669.560 3,683,942.199   MT  0.99995512   +1 15 22.5
 GV6031;SPC VA S     - 3,571,743.38 12,086,400.36   sFT  0.99995512   +1 15 22.5
 GV6031;UTM  18      - 4,108,494.942   372,937.989   MT  0.99979888   -0 51 47.1
 GV6031
 GV6031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6031!SPC VA S     -   1.00000448  x   0.99995512  =   0.99995960
 GV6031!UTM  18      -   1.00000448  x   0.99979888  =   0.99980336
 GV6031
 GV6031                          SUPERSEDED SURVEY CONTROL
 GV6031
 GV6031  ELLIP H (09/08/95)  -28.47   (m)                       GP(       ) 4 2
 GV6031  NAD 83(1986)-  37 06 51.02877(N)    076 25 48.56324(W) AD(       ) 2
 GV6031  NGVD 29 (12/05/90)    8.2    (m)           27.     (f) GPS OBS        
 GV6031
 GV6031.Superseded values are not recommended for survey control.
 GV6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6031.See file dsdata.txt to determine how the superseded data were derived.
 GV6031
 GV6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7293808495(NAD 83)
 GV6031_MARKER: DD = SURVEY DISK
 GV6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6031_SP_SET: CONCRETE POST
 GV6031_STAMPING: STATION NO. 123
 GV6031_MARK LOGO: VA-199
 GV6031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6031+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6031
 GV6031  HISTORY     - Date     Condition        Report By
 GV6031  HISTORY     - 1988     MONUMENTED       BSC
 GV6031
 GV6031                          STATION DESCRIPTION
 GV6031
 GV6031'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6031'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6031'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6031'(VICTORY BOULEVARD), PROCEED EAST ALONG ROUTE 171 FOR 1.6 KM
 GV6031'(1.00 MI) TO THE INTERSECTION WITH ROUTE 600 (BIG BETHEL ROAD).  TURN
 GV6031'RIGHT AND CONTINUE SOUTH ALONG ROUTE 600 FOR APPROXIMATELY 0.6 KM
 GV6031'(0.35 MI) TO THE STATION ON THE RIGHT.
 GV6031'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6031'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN FRONT OF
 GV6031'TABB ELEMENTARY SCHOOL, 11.13 M (36.5 FT) WEST OF THE CENTER LINE OF
 GV6031'ROUTE 600 (BIG BETHEL ROAD), 14.33 M (47.0 FT) NORTH OF THE CENTER
 GV6031'LINE OF THE ENTRANCE ROAD TO THE SCHOOL.  LOCATION OF REFERENCE MARKS
 GV6031'RELATIVE TO THE MAIN STATION
 GV6031'BEARING             DISTANCE
 GV6031'RM 1    N15 06 14E       36.57 M (120.0 FT)
 GV6031'RM 2    S75 01 41E       17.56 M (57.6 FT)
 GV6031'RM 3    S15 25 29E       337.12 M (1106.0 FT)
 GV6031'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6031'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6031'1.IT IS LOCATED 12.34 M (40.5 FT) WEST OF THE CENTER LINE OF ROUTE 600
 GV6031'(BIG BETHEL ROAD), 7.01 M (23.0 FT) SOUTHWEST OF UTILITY POLE 472-34.
 GV6031'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6031'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6031'2.  IT IS LOCATED 5.79 M (19.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV6031'600 (BIG BETHEL ROAD), OPPOSITE STATION 123.
 GV6031'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6031'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6031'3.  IT IS LOCATED 8.84 M (29.0 FT) EAST OF THE CENTER LINE OF ROUTE
 GV6031'600 (BIG BETHEL ROAD), 13.11 M (43.0 FT) NORTH OF UTILITY POLE QE-86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5593 ***********************************************************************
 GV5593  DESIGNATION -  123 C OF R 1972
 GV5593  PID         -  GV5593
 GV5593  STATE/COUNTY-  VA/C OF RICHMOND
 GV5593  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5593
 GV5593                         *CURRENT SURVEY CONTROL
 GV5593  ___________________________________________________________________
 GV5593* NAD 83(1993)-  37 29 22.15144(N)    077 29 10.48972(W)     ADJUSTED  
 GV5593* NAVD 88     -        65.64   (+/-2cm)     215.4    (feet)  VERTCON   
 GV5593  ___________________________________________________________________
 GV5593  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5593  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5593
 GV5593  HORZ ORDER  -  SECOND
 GV5593  VERT ORDER  -  THIRD ? (See Below)
 GV5593
 GV5593.The horizontal coordinates were established by classical geodetic methods
 GV5593.and adjusted by the National Geodetic Survey in September 1995..
 GV5593
 GV5593.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5593.The vertical order pertains to the NGVD 29 superseded value.
 GV5593
 GV5593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5593
 GV5593.The geoid height was determined by GEOID03.
 GV5593
 GV5593;                    North         East     Units Scale Factor Converg.
 GV5593;SPC VA S     - 1,128,785.782 3,589,647.698   MT  0.99994766   +0 36 55.0
 GV5593;SPC VA S     - 3,703,358.02 11,777,035.82   sFT  0.99994766   +0 36 55.0
 GV5593;UTM  18      - 4,152,078.533   280,191.576   MT  1.00019518   -1 30 49.6
 GV5593
 GV5593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5593!SPC VA S     -   0.99999488  x   0.99994766  =   0.99994254
 GV5593!UTM  18      -   0.99999488  x   1.00019518  =   1.00019006
 GV5593
 GV5593:                Primary Azimuth Mark                     Grid Az
 GV5593:SPC VA S     -  122 C OF R 1972                          102 56 52.8
 GV5593:UTM  18      -  122 C OF R 1972                          105 04 37.4
 GV5593
 GV5593|---------------------------------------------------------------------|
 GV5593| PID    Reference Object                     Distance      Geod. Az  |
 GV5593|                                                           dddmmss.s |
 GV5593| GV5585 122 C OF R 1972                     438.342 METERS 1033347.8 |
 GV5593| GV5595 124 C OF R 1972                     169.377 METERS 32547     |
 GV5593|---------------------------------------------------------------------|
 GV5593
 GV5593                          SUPERSEDED SURVEY CONTROL
 GV5593
 GV5593  NAD 83(1993)-  37 29 22.15140(N)    077 29 10.48969(W) AD(       ) 2
 GV5593  NAD 83(1986)-  37 29 22.15776(N)    077 29 10.50664(W) AD(       ) 2
 GV5593  NAD 27      -  37 29 21.62692(N)    077 29 11.55935(W) AD(       ) 2
 GV5593  NGVD 29 (07/19/86)   65.95   (m)          216.4    (f) LEVELING    3  
 GV5593
 GV5593.Superseded values are not recommended for survey control.
 GV5593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5593.See file dsdata.txt to determine how the superseded data were derived.
 GV5593
 GV5593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8019252079(NAD 83)
 GV5593_MARKER: Z = SEE DESCRIPTION
 GV5593_SETTING: 0 = UNSPECIFIED SETTING
 GV5593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5593+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5593
 GV5593  HISTORY     - Date     Condition        Report By
 GV5593  HISTORY     - 1972     MONUMENTED       VA2060
 GV5593  HISTORY     - 19951117 GOOD             USPSQD
 GV5593  HISTORY     - 19991023 GOOD             USPSQD
 GV5593  HISTORY     - 20031120 GOOD             USPSQD
 GV5593  HISTORY     - 20050211 GOOD             USPSQD
 GV5593
 GV5593                          STATION DESCRIPTION
 GV5593
 GV5593'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5593'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5593'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO HULL
 GV5593'STREET RD., THENCE WEST ON HULL STREET RD. 0.90 MILE TO WARWICK
 GV5593'RD., THENCE SOUTH ON WARWICK RD. 0.20 MILE TO POINT NO. 123.
 GV5593'
 GV5593'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5593'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5593'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5593'ABOUT 8 INCHES BELOW GROUND.
 GV5593'
 GV5593'18.8 FEET S.W. OF C/L OF WARWICK RD., 49.0 FEET S.E. OF A 36 INCHES
 GV5593'OAK TREE, 1.5 FEET S.E. OF WEST CORNER OF BRICK STEPS.
 GV5593'
 GV5593'NEAREST TOWN--RICHMOND.
 GV5593
 GV5593                          STATION RECOVERY (1995)
 GV5593
 GV5593'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5593'RECOVERED IN GOOD CONDITION.
 GV5593
 GV5593                          STATION RECOVERY (1999)
 GV5593
 GV5593'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5593'RECOVERED IN GOOD CONDITION.
 GV5593
 GV5593                          STATION RECOVERY (2003)
 GV5593
 GV5593'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5593'MARK IS LOCATED ON OLD WARWICK ROAD
 GV5593
 GV5593                          STATION RECOVERY (2005)
 GV5593
 GV5593'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0692 ***********************************************************************
 HW0692  DESIGNATION -  1234.66
 HW0692  PID         -  HW0692
 HW0692  STATE/COUNTY-  VA/AUGUSTA
 HW0692  USGS QUAD   -  CRIMORA (1987)
 HW0692
 HW0692                         *CURRENT SURVEY CONTROL
 HW0692  ___________________________________________________________________
 HW0692* NAD 83(1986)-  38 08 47.     (N)    078 50 56.     (W)     SCALED    
 HW0692* NAVD 88     -       376.146  (meters)    1234.07   (feet)  ADJUSTED  
 HW0692  ___________________________________________________________________
 HW0692  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW0692  DYNAMIC HT  -         375.864 (meters)    1233.15  (feet)  COMP
 HW0692  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HW0692
 HW0692  VERT ORDER  -  SECOND    CLASS 0
 HW0692
 HW0692.The horizontal coordinates were scaled from a topographic map and have
 HW0692.an estimated accuracy of +/- 6 seconds.
 HW0692
 HW0692.The orthometric height was determined by differential leveling
 HW0692.and adjusted by the National Geodetic Survey in June 1991..
 HW0692
 HW0692.The geoid height was determined by GEOID03.
 HW0692
 HW0692.The dynamic height is computed by dividing the NAVD 88
 HW0692.geopotential number by the normal gravity value computed on the
 HW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0692.degrees latitude (g = 980.6199 gals.).
 HW0692
 HW0692.The modeled gravity was interpolated from observed gravity values.
 HW0692
 HW0692;                    North         East    Units  Estimated Accuracy
 HW0692;SPC VA N     - 2,053,310.    3,469,420.      MT  (+/- 180 meters Scaled)
 HW0692
 HW0692                          SUPERSEDED SURVEY CONTROL
 HW0692
 HW0692  NGVD 29 (??/??/92)  376.330  (m)         1234.68   (f) ADJ UNCH    2 0
 HW0692
 HW0692.Superseded values are not recommended for survey control.
 HW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0692.See file dsdata.txt to determine how the superseded data were derived.
 HW0692
 HW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC884242(NAD 83)
 HW0692_MARKER: Q = CHISELED SQUARE
 HW0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0692_SP_SET: ABUTMENT
 HW0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0692
 HW0692  HISTORY     - Date     Condition        Report By
 HW0692  HISTORY     - UNK      MONUMENTED       USGS
 HW0692  HISTORY     - 1935     GOOD             NGS
 HW0692  HISTORY     - 1942     GOOD             NGS
 HW0692
 HW0692                          STATION DESCRIPTION
 HW0692
 HW0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0692'0.6 MI S FROM CRIMORA.
 HW0692'0.6 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0692'STATION AT CRIMORA, AUGUSTA COUNTY, ABOUT 2,210 FEET NORTH OF
 HW0692'MILEPOST 138, AT TRESTLE 479, AND ON THE TOP OF THE NORTHWEST
 HW0692'STONE ABUTMENT.  A CHISELED SQUARE.
 HW0692
 HW0692                          STATION RECOVERY (1942)
 HW0692
 HW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0442 ***********************************************************************
 GX0442  DESIGNATION -  1236
 GX0442  PID         -  GX0442
 GX0442  STATE/COUNTY-  VA/GILES
 GX0442  USGS QUAD   -  NARROWS (1985)
 GX0442
 GX0442                         *CURRENT SURVEY CONTROL
 GX0442  ___________________________________________________________________
 GX0442* NAD 83(1986)-  37 19 53.     (N)    080 48 07.     (W)     SCALED    
 GX0442* NAVD 88     -       474.725  (meters)    1557.49   (feet)  ADJUSTED  
 GX0442  ___________________________________________________________________
 GX0442  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0442  DYNAMIC HT  -         474.320 (meters)    1556.16  (feet)  COMP
 GX0442  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GX0442
 GX0442  VERT ORDER  -  SECOND    CLASS 0
 GX0442
 GX0442.The horizontal coordinates were scaled from a topographic map and have
 GX0442.an estimated accuracy of +/- 6 seconds.
 GX0442
 GX0442.The orthometric height was determined by differential leveling
 GX0442.and adjusted by the National Geodetic Survey in June 1991..
 GX0442
 GX0442.The geoid height was determined by GEOID03.
 GX0442
 GX0442.The dynamic height is computed by dividing the NAVD 88
 GX0442.geopotential number by the normal gravity value computed on the
 GX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0442.degrees latitude (g = 980.6199 gals.).
 GX0442
 GX0442.The modeled gravity was interpolated from observed gravity values.
 GX0442
 GX0442;                    North         East    Units  Estimated Accuracy
 GX0442;SPC VA S     - 1,113,250.    3,296,020.      MT  (+/- 180 meters Scaled)
 GX0442
 GX0442                          SUPERSEDED SURVEY CONTROL
 GX0442
 GX0442  NGVD 29 (??/??/92)  474.87   (m)         1558.0    (f) COMPUTED    2 0
 GX0442
 GX0442.Superseded values are not recommended for survey control.
 GX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0442.See file dsdata.txt to determine how the superseded data were derived.
 GX0442
 GX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB175316(NAD 83)
 GX0442_MARKER: DB = BENCH MARK DISK
 GX0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0442_STAMPING: 1236 1935
 GX0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0442+STABILITY: SURFACE MOTION
 GX0442
 GX0442  HISTORY     - Date     Condition        Report By
 GX0442  HISTORY     - 1935     MONUMENTED       CGS
 GX0442  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0442
 GX0442                          STATION DESCRIPTION
 GX0442
 GX0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0442'AT NARROWS.
 GX0442'AT NARROWS, ON THE NORFOLK AND WESTERN RAILWAY, 0.4 MILE EAST OF
 GX0442'THE STATION, 0.2 MILE WEST OF MILEPOST 333, 3 POLES EAST OF THE
 GX0442'RIVERVIEW TEXACO SERVICE STATION IN 1935, OPPOSITE NEW RIVER, SOUTH
 GX0442'OF THE EAST SMOKE STACK OF THE VIRGINIAN RAILWAY POWER PLANT, 8
 GX0442'FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND ABOUT
 GX0442'1 FOOT LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPEED
 GX0442'1236 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GX0442
 GX0442                          STATION RECOVERY (1965)
 GX0442
 GX0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6032 ***********************************************************************
 GV6032  DESIGNATION -  124
 GV6032  PID         -  GV6032
 GV6032  STATE/COUNTY-  VA/YORK
 GV6032  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6032
 GV6032                         *CURRENT SURVEY CONTROL
 GV6032  ___________________________________________________________________
 GV6032* NAD 83(1993)-  37 06 30.92632(N)    076 26 16.88664(W)     ADJUSTED  
 GV6032* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 GV6032  ___________________________________________________________________
 GV6032  X           -   1,194,225.177 (meters)                     COMP
 GV6032  Y           -  -4,950,708.465 (meters)                     COMP
 GV6032  Z           -   3,826,994.133 (meters)                     COMP
 GV6032  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 GV6032  ELLIP HEIGHT-         -27.68  (meters)          (06/04/02) GPS OBS
 GV6032  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 GV6032
 GV6032  HORZ ORDER  -  SECOND
 GV6032  ELLP ORDER  -  FOURTH    CLASS II
 GV6032
 GV6032.The horizontal coordinates were established by GPS observations
 GV6032.and adjusted by the National Geodetic Survey in September 1995..
 GV6032
 GV6032.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6032
 GV6032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6032
 GV6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6032
 GV6032.The ellipsoidal height was determined by GPS observations
 GV6032.and is referenced to NAD 83.
 GV6032
 GV6032.The geoid height was determined by GEOID03.
 GV6032
 GV6032;                    North         East     Units Scale Factor Converg.
 GV6032;SPC VA S     - 1,088,035.006 3,683,255.869   MT  0.99995555   +1 15 05.3
 GV6032;SPC VA S     - 3,569,661.52 12,084,148.63   sFT  0.99995555   +1 15 05.3
 GV6032;UTM  18      - 4,107,886.296   372,228.774   MT  0.99980111   -0 52 03.8
 GV6032
 GV6032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6032!SPC VA S     -   1.00000434  x   0.99995555  =   0.99995989
 GV6032!UTM  18      -   1.00000434  x   0.99980111  =   0.99980545
 GV6032
 GV6032                          SUPERSEDED SURVEY CONTROL
 GV6032
 GV6032  ELLIP H (09/08/95)  -27.61   (m)                       GP(       ) 4 2
 GV6032  NAD 83(1986)-  37 06 30.93608(N)    076 26 16.91904(W) AD(       ) 2
 GV6032  NGVD 29 (12/05/90)    9.0    (m)           30.     (f) GPS OBS        
 GV6032
 GV6032.Superseded values are not recommended for survey control.
 GV6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6032.See file dsdata.txt to determine how the superseded data were derived.
 GV6032
 GV6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7222907886(NAD 83)
 GV6032_MARKER: DD = SURVEY DISK
 GV6032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6032_SP_SET: CONCRETE POST
 GV6032_STAMPING: STATION NO. 124
 GV6032_MARK LOGO: VA-199
 GV6032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6032+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6032
 GV6032  HISTORY     - Date     Condition        Report By
 GV6032  HISTORY     - 1988     MONUMENTED       BSC
 GV6032
 GV6032                          STATION DESCRIPTION
 GV6032
 GV6032'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6032'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6032'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6032'(VICTORY BOULEVARD), CONTINUE SOUTHERLY ALONG ROUTE 171 FOR
 GV6032'APPROXIMATELY 1.5 KM (0.95 MI) TO THE STATION ON THE RIGHT JUST PAST
 GV6032'THE INTERSECTION WITH OWEN DAVIS BOULEVARD.
 GV6032'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.03 M
 GV6032'(0.1 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 13.72 M
 GV6032'(45.0 FT) SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANES OF ROUTE
 GV6032'134 (HAMPTON HIGHWAY), 25.91 M (85.0 FT) SOUTHEAST OF THE CENTER LINE
 GV6032'OF OWEN DAVIS BOULEVARD.  LOCATION OF REFERENCE MARKS RELATIVE TO THE
 GV6032'MAIN STATION
 GV6032'BEARING             DISTANCE
 GV6032'RM 1    N82 36 39E       39.97 M (131.1 FT)
 GV6032'RM 2    N19 45 01W       73.35 M (240.6 FT)
 GV6032'RM 3    N53 51 48W       260.30 M (854.0 FT)
 GV6032'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6032'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO. 1.
 GV6032'IT IS LOCATED 6.40 M (21.0 FT) NORTHEAST OF THE CENTER LINE OF THE
 GV6032'EASTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 4.57 M (15.0 FT)
 GV6032'SOUTHEAST OF THE EASTERN BUILDING LINE (PROJECTED) OF THE TABB CHURCH
 GV6032'OF GOD.
 GV6032'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6032'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6032'2.  IT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROUTE
 GV6032'134 (HAMPTON HIGHWAY) AND MILL CROSSING, 4.57 M (15.0 FT) NORTHWEST OF
 GV6032'THE FIRE HYDRANT, 6.10 M (20.0 FT) NORTHEAST OF THE UTILITY POLE
 GV6032'LD-67.
 GV6032'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6032'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6032'3.  IT IS LOCATED 3.05 M (10.0 FT) NORTHEAST OF THE EDGE OF THE
 GV6032'PAVEMENT OF THE WESTBOUND LANES OF ROUTE 134 (OLD HAMPTON HIGHWAY) ,
 GV6032'6.71 M (22.0 FT) SOUTHEAST OF THE CENTER LINE OF SCUTTLE LANE (PRIVATE
 GV6032'DIRT ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5595 ***********************************************************************
 GV5595  DESIGNATION -  124 C OF R 1972
 GV5595  PID         -  GV5595
 GV5595  STATE/COUNTY-  VA/C OF RICHMOND
 GV5595  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5595
 GV5595                         *CURRENT SURVEY CONTROL
 GV5595  ___________________________________________________________________
 GV5595* NAD 83(1993)-  37 29 26.69459(N)    077 29 14.36664(W)     ADJUSTED  
 GV5595* NAVD 88     -        65.86   (+/-2cm)     216.1    (feet)  VERTCON   
 GV5595  ___________________________________________________________________
 GV5595  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5595  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5595
 GV5595  HORZ ORDER  -  SECOND
 GV5595  VERT ORDER  -  THIRD ? (See Below)
 GV5595
 GV5595.The horizontal coordinates were established by classical geodetic methods
 GV5595.and adjusted by the National Geodetic Survey in September 1995..
 GV5595
 GV5595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5595.The vertical order pertains to the NGVD 29 superseded value.
 GV5595
 GV5595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5595
 GV5595.The geoid height was determined by GEOID03.
 GV5595
 GV5595;                    North         East     Units Scale Factor Converg.
 GV5595;SPC VA S     - 1,128,924.808 3,589,550.965   MT  0.99994771   +0 36 52.6
 GV5595;SPC VA S     - 3,703,814.14 11,776,718.46   sFT  0.99994771   +0 36 52.6
 GV5595;UTM  18      - 4,152,221.093   280,100.052   MT  1.00019567   -1 30 52.1
 GV5595
 GV5595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5595!SPC VA S     -   0.99999485  x   0.99994771  =   0.99994256
 GV5595!UTM  18      -   0.99999485  x   1.00019567  =   1.00019052
 GV5595
 GV5595                          SUPERSEDED SURVEY CONTROL
 GV5595
 GV5595  NAD 83(1993)-  37 29 26.69455(N)    077 29 14.36662(W) AD(       ) 2
 GV5595  NAD 83(1986)-  37 29 26.70091(N)    077 29 14.38357(W) AD(       ) 2
 GV5595  NAD 27      -  37 29 26.17010(N)    077 29 15.43622(W) AD(       ) 2
 GV5595  NGVD 29 (07/19/86)   66.17   (m)          217.1    (f) LEVELING    3  
 GV5595
 GV5595.Superseded values are not recommended for survey control.
 GV5595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5595.See file dsdata.txt to determine how the superseded data were derived.
 GV5595
 GV5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8010052221(NAD 83)
 GV5595_MARKER: Z = SEE DESCRIPTION
 GV5595_SETTING: 0 = UNSPECIFIED SETTING
 GV5595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5595
 GV5595  HISTORY     - Date     Condition        Report By
 GV5595  HISTORY     - 1972     MONUMENTED       VA2060
 GV5595  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5595  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5595  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5595
 GV5595                          STATION DESCRIPTION
 GV5595
 GV5595'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5595'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5595'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO RT.
 GV5595'360, THENCE WEST ON RT. 360 0.90 MILE TO WARWICK RD., THENCE SOUTH ON
 GV5595'WARWICK RD. 0.05 MILE TO POINT NO. 124.
 GV5595'
 GV5595'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5595'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5595'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5595'ABOUT 8 INCHES BELOW GROUND.
 GV5595'
 GV5595'17.7 FEET W. OF THE C/L OF WARWICK RD., 16.8 FEET N. OF 16 INCHES
 GV5595'MAPLE TREE, 116 FEET E. OF 10 INCHES HOLLY TREE, 52.7 FEET N.W. OF
 GV5595'NORTH END OF 12 INCHES CONCRETE PIPE.
 GV5595'
 GV5595'NEAREST TOWN--RICHMOND.
 GV5595
 GV5595                          STATION RECOVERY (1995)
 GV5595
 GV5595'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5595'MARK NOT FOUND.
 GV5595
 GV5595                          STATION RECOVERY (1999)
 GV5595
 GV5595'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5595'MARK NOT FOUND.
 GV5595
 GV5595                          STATION RECOVERY (2003)
 GV5595
 GV5595'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0693 ***********************************************************************
 HW0693  DESIGNATION -  1240.24
 HW0693  PID         -  HW0693
 HW0693  STATE/COUNTY-  VA/AUGUSTA
 HW0693  USGS QUAD   -  CRIMORA (1987)
 HW0693
 HW0693                         *CURRENT SURVEY CONTROL
 HW0693  ___________________________________________________________________
 HW0693* NAD 83(1986)-  38 09 02.     (N)    078 51 04.     (W)     SCALED    
 HW0693* NAVD 88     -       377.851  (meters)    1239.67   (feet)  ADJUSTED  
 HW0693  ___________________________________________________________________
 HW0693  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW0693  DYNAMIC HT  -         377.568 (meters)    1238.74  (feet)  COMP
 HW0693  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 HW0693
 HW0693  VERT ORDER  -  SECOND    CLASS 0
 HW0693
 HW0693.The horizontal coordinates were scaled from a topographic map and have
 HW0693.an estimated accuracy of +/- 6 seconds.
 HW0693
 HW0693.The orthometric height was determined by differential leveling
 HW0693.and adjusted by the National Geodetic Survey in June 1991..
 HW0693
 HW0693.The geoid height was determined by GEOID03.
 HW0693
 HW0693.The dynamic height is computed by dividing the NAVD 88
 HW0693.geopotential number by the normal gravity value computed on the
 HW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0693.degrees latitude (g = 980.6199 gals.).
 HW0693
 HW0693.The modeled gravity was interpolated from observed gravity values.
 HW0693
 HW0693;                    North         East    Units  Estimated Accuracy
 HW0693;SPC VA N     - 2,053,770.    3,469,230.      MT  (+/- 180 meters Scaled)
 HW0693
 HW0693                          SUPERSEDED SURVEY CONTROL
 HW0693
 HW0693  NGVD 29 (??/??/92)  378.034  (m)         1240.27   (f) ADJ UNCH    2 0
 HW0693
 HW0693.Superseded values are not recommended for survey control.
 HW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0693.See file dsdata.txt to determine how the superseded data were derived.
 HW0693
 HW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC882247(NAD 83)
 HW0693_MARKER: Q = CHISELED SQUARE
 HW0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0693_SP_SET: COPING
 HW0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0693
 HW0693  HISTORY     - Date     Condition        Report By
 HW0693  HISTORY     - UNK      MONUMENTED       NWRR
 HW0693  HISTORY     - 1935     GOOD             NGS
 HW0693  HISTORY     - 1942     GOOD             NGS
 HW0693
 HW0693                          STATION DESCRIPTION
 HW0693
 HW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0693'0.2 MI S FROM CRIMORA.
 HW0693'0.2 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0693'STATION AT CRIMORA, AUGUSTA COUNTY, AT TRESTLE 480, AND ON THE
 HW0693'TOP OF THE NORTHEAST COPING.  A CHISELED SQUARE.
 HW0693
 HW0693                          STATION RECOVERY (1942)
 HW0693
 HW0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1110 ***********************************************************************
 HW1110  DESIGNATION -  1241.3
 HW1110  PID         -  HW1110
 HW1110  STATE/COUNTY-  VA/AUGUSTA
 HW1110  USGS QUAD   -  FORT DEFIANCE (1984)
 HW1110
 HW1110                         *CURRENT SURVEY CONTROL
 HW1110  ___________________________________________________________________
 HW1110* NAD 83(1986)-  38 14 48.     (N)    078 56 05.     (W)     SCALED    
 HW1110* NAVD 88     -       378.463  (meters)    1241.67   (feet)  ADJUSTED  
 HW1110  ___________________________________________________________________
 HW1110  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW1110  DYNAMIC HT  -         378.184 (meters)    1240.76  (feet)  COMP
 HW1110  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 HW1110
 HW1110  VERT ORDER  -  SECOND    CLASS 0
 HW1110
 HW1110.The horizontal coordinates were scaled from a topographic map and have
 HW1110.an estimated accuracy of +/- 6 seconds.
 HW1110
 HW1110.The orthometric height was determined by differential leveling
 HW1110.and adjusted by the National Geodetic Survey in June 1991..
 HW1110
 HW1110.The geoid height was determined by GEOID03.
 HW1110
 HW1110.The dynamic height is computed by dividing the NAVD 88
 HW1110.geopotential number by the normal gravity value computed on the
 HW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1110.degrees latitude (g = 980.6199 gals.).
 HW1110
 HW1110.The modeled gravity was interpolated from observed gravity values.
 HW1110
 HW1110;                    North         East    Units  Estimated Accuracy
 HW1110;SPC VA N     - 2,064,470.    3,461,950.      MT  (+/- 180 meters Scaled)
 HW1110
 HW1110                          SUPERSEDED SURVEY CONTROL
 HW1110
 HW1110  NGVD 29 (??/??/92)  378.605  (m)         1242.14   (f) ADJ UNCH    2 0
 HW1110
 HW1110.Superseded values are not recommended for survey control.
 HW1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1110.See file dsdata.txt to determine how the superseded data were derived.
 HW1110
 HW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC807352(NAD 83)
 HW1110_MARKER: N = NAIL
 HW1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1110_SP_SET: TREE
 HW1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1110
 HW1110  HISTORY     - Date     Condition        Report By
 HW1110  HISTORY     - UNK      MONUMENTED       USGS
 HW1110  HISTORY     - 1935     GOOD             NGS
 HW1110
 HW1110                          STATION DESCRIPTION
 HW1110
 HW1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1110'1.5 MI E FROM MT SIDNEY.
 HW1110'1.5 MILES EAST ALONG COUNTY ROAD 775 FROM THE BALTIMORE AND
 HW1110'OHIO RAILROAD STATION AT MT. SIDNEY, AUGUSTA COUNTY, 30 FEET
 HW1110'WEST OF BENCH MARK W 157, DESCRIBED BELOW, AT A SMALL STAND
 HW1110'OF LOCUST TREES AT A PASTURE FENCE PAINTED B.M. 1241.3, AT
 HW1110'THE JUNCTION OF A ROAD LEADING NORTH, 25 FEET SOUTH OF THE
 HW1110'CENTER LINE OF COUNTY ROAD 775, AND IN THE NORTHEAST ROOT OF A
 HW1110'6-INCH LOCUST TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW1110'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1149 ***********************************************************************
 HW1149  DESIGNATION -  1243.03
 HW1149  PID         -  HW1149
 HW1149  STATE/COUNTY-  VA/ROCKINGHAM
 HW1149  USGS QUAD   -  FULKS RUN (1994)
 HW1149
 HW1149                         *CURRENT SURVEY CONTROL
 HW1149  ___________________________________________________________________
 HW1149* NAD 83(1986)-  38 41 33.     (N)    078 55 18.     (W)     SCALED    
 HW1149* NAVD 88     -       378.924  (meters)    1243.19   (feet)  ADJUSTED  
 HW1149  ___________________________________________________________________
 HW1149  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HW1149  DYNAMIC HT  -         378.657 (meters)    1242.31  (feet)  COMP
 HW1149  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 HW1149
 HW1149  VERT ORDER  -  SECOND    CLASS 0
 HW1149
 HW1149.The horizontal coordinates were scaled from a topographic map and have
 HW1149.an estimated accuracy of +/- 6 seconds.
 HW1149
 HW1149.The orthometric height was determined by differential leveling
 HW1149.and adjusted by the National Geodetic Survey in June 1991..
 HW1149
 HW1149.The geoid height was determined by GEOID03.
 HW1149
 HW1149.The dynamic height is computed by dividing the NAVD 88
 HW1149.geopotential number by the normal gravity value computed on the
 HW1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1149.degrees latitude (g = 980.6199 gals.).
 HW1149
 HW1149.The modeled gravity was interpolated from observed gravity values.
 HW1149
 HW1149;                    North         East    Units  Estimated Accuracy
 HW1149;SPC VA N     - 2,113,950.    3,463,320.      MT  (+/- 180 meters Scaled)
 HW1149
 HW1149                          SUPERSEDED SURVEY CONTROL
 HW1149
 HW1149  NGVD 29 (??/??/92)  379.066  (m)         1243.65   (f) ADJ UNCH    2 0
 HW1149
 HW1149.Superseded values are not recommended for survey control.
 HW1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1149.See file dsdata.txt to determine how the superseded data were derived.
 HW1149
 HW1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC807847(NAD 83)
 HW1149_MARKER: Q = CHISELED SQUARE
 HW1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1149_SP_SET: CULVERT
 HW1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1149
 HW1149  HISTORY     - Date     Condition        Report By
 HW1149  HISTORY     - UNK      MONUMENTED       USGS
 HW1149  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1149
 HW1149                          STATION DESCRIPTION
 HW1149
 HW1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1149'2.2 MI N FROM FULKS RUN.
 HW1149'2.2 MILES NORTH ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER
 HW1149'STORE AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, 1.1 MILES
 HW1149'SOUTH OF RIVERSIDE CHURCH, AT A CONCRETE CULVERT OVER A SMALL
 HW1149'DRAIN, AND ON THE TOP OF THE SOUTH END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1352 ***********************************************************************
 HW1352  DESIGNATION -  1244
 HW1352  PID         -  HW1352
 HW1352  STATE/COUNTY-  VA/ROCKINGHAM
 HW1352  USGS QUAD   -  TENTH LEGION (1994)
 HW1352
 HW1352                         *CURRENT SURVEY CONTROL
 HW1352  ___________________________________________________________________
 HW1352* NAD 83(1986)-  38 30 01.     (N)    078 44 18.     (W)     SCALED    
 HW1352* NAVD 88     -       378.994  (meters)    1243.42   (feet)  ADJUSTED  
 HW1352  ___________________________________________________________________
 HW1352  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW1352  DYNAMIC HT  -         378.718 (meters)    1242.51  (feet)  COMP
 HW1352  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HW1352
 HW1352  VERT ORDER  -  SECOND    CLASS 0
 HW1352
 HW1352.The horizontal coordinates were scaled from a topographic map and have
 HW1352.an estimated accuracy of +/- 6 seconds.
 HW1352
 HW1352.The orthometric height was determined by differential leveling
 HW1352.and adjusted by the National Geodetic Survey in June 1991..
 HW1352
 HW1352.The geoid height was determined by GEOID03.
 HW1352
 HW1352.The dynamic height is computed by dividing the NAVD 88
 HW1352.geopotential number by the normal gravity value computed on the
 HW1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1352.degrees latitude (g = 980.6199 gals.).
 HW1352
 HW1352.The modeled gravity was interpolated from observed gravity values.
 HW1352
 HW1352;                    North         East    Units  Estimated Accuracy
 HW1352;SPC VA N     - 2,092,560.    3,479,210.      MT  (+/- 180 meters Scaled)
 HW1352
 HW1352                          SUPERSEDED SURVEY CONTROL
 HW1352
 HW1352  NGVD 29 (??/??/92)  379.140  (m)         1243.90   (f) ADJ UNCH    2 0
 HW1352
 HW1352.Superseded values are not recommended for survey control.
 HW1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1352.See file dsdata.txt to determine how the superseded data were derived.
 HW1352
 HW1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC972637(NAD 83)
 HW1352_MARKER: Q = CHISELED SQUARE
 HW1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1352_SP_SET: BRIDGE
 HW1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1352
 HW1352  HISTORY     - Date     Condition        Report By
 HW1352  HISTORY     - UNK      MONUMENTED       USGS
 HW1352  HISTORY     - 1935     GOOD             NGS
 HW1352  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1352
 HW1352                          STATION DESCRIPTION
 HW1352
 HW1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1352'3.3 MI S FROM ATHLONE.
 HW1352'3.3 MILES SOUTH ALONG COUNTY ROAD 620 FROM THE OLD POST OFFICE
 HW1352'AT ATHLONE, ROCKINGHAM COUNTY, 0.4 MILE NORTHEAST OF MALTOMBS
 HW1352'SCHOOL, AT A SMALL BRIDGE, ON THE TOP OF THE SOUTHWEST CORNER OF
 HW1352'A ROCK ABUTMENT AND 8 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HW1352'A CHISELED SQUARE.
 HW1352
 HW1352                          STATION RECOVERY (1962)
 HW1352
 HW1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6033 ***********************************************************************
 GV6033  DESIGNATION -  125
 GV6033  PID         -  GV6033
 GV6033  STATE/COUNTY-  VA/YORK
 GV6033  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6033
 GV6033                         *CURRENT SURVEY CONTROL
 GV6033  ___________________________________________________________________
 GV6033* NAD 83(1993)-  37 06 20.32947(N)    076 25 45.76955(W)     ADJUSTED  
 GV6033* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 GV6033  ___________________________________________________________________
 GV6033  X           -   1,195,018.248 (meters)                     COMP
 GV6033  Y           -  -4,950,719.730 (meters)                     COMP
 GV6033  Z           -   3,826,733.529 (meters)                     COMP
 GV6033  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV6033  ELLIP HEIGHT-         -27.81  (meters)          (06/04/02) GPS OBS
 GV6033  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 GV6033
 GV6033  HORZ ORDER  -  SECOND
 GV6033  ELLP ORDER  -  FOURTH    CLASS II
 GV6033
 GV6033.The horizontal coordinates were established by GPS observations
 GV6033.and adjusted by the National Geodetic Survey in September 1995..
 GV6033
 GV6033.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6033
 GV6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6033
 GV6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6033
 GV6033.The ellipsoidal height was determined by GPS observations
 GV6033.and is referenced to NAD 83.
 GV6033
 GV6033.The geoid height was determined by GEOID03.
 GV6033
 GV6033;                    North         East     Units Scale Factor Converg.
 GV6033;SPC VA S     - 1,087,725.236 3,684,031.105   MT  0.99995579   +1 15 24.2
 GV6033;SPC VA S     - 3,568,645.21 12,086,692.05   sFT  0.99995579   +1 15 24.2
 GV6033;UTM  18      - 4,107,548.125   372,991.905   MT  0.99979872   -0 51 44.8
 GV6033
 GV6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6033!SPC VA S     -   1.00000436  x   0.99995579  =   0.99996015
 GV6033!UTM  18      -   1.00000436  x   0.99979872  =   0.99980308
 GV6033
 GV6033                          SUPERSEDED SURVEY CONTROL
 GV6033
 GV6033  ELLIP H (09/08/95)  -27.73   (m)                       GP(       ) 4 2
 GV6033  NAD 83(1986)-  37 06 20.33919(N)    076 25 45.80181(W) AD(       ) 2
 GV6033  NGVD 29 (12/05/90)    8.9    (m)           29.     (f) GPS OBS        
 GV6033
 GV6033.Superseded values are not recommended for survey control.
 GV6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6033.See file dsdata.txt to determine how the superseded data were derived.
 GV6033
 GV6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7299207548(NAD 83)
 GV6033_MARKER: DD = SURVEY DISK
 GV6033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6033_SP_SET: CONCRETE POST
 GV6033_STAMPING: STATION NO. 125
 GV6033_MARK LOGO: VA-199
 GV6033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6033+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6033
 GV6033  HISTORY     - Date     Condition        Report By
 GV6033  HISTORY     - 1988     MONUMENTED       BSC
 GV6033
 GV6033                          STATION DESCRIPTION
 GV6033
 GV6033'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6033'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6033'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6033'(VICTORY BOULEVARD), PROCEED SOUTHEASTERLY ALONG ROUTE 134 FOR
 GV6033'APPROXIMATELY 2.5 KM (1.55 MI) TO THE STATION ON THE RIGHT JUST PAST
 GV6033'THE INTERSECTION WITH ROUTE 600 (BIG BETHEL ROAD).
 GV6033'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6033'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED AT THE
 GV6033'SOUTHEAST CORNER OF THE INTESECTION OF ROUTES 134 (HAMPTON HIGHWAY)
 GV6033'AND 600 (BIG BETHEL ROAD), 9.91 M (32.5 FT) NORTH OF THE TRAFFIC LIGHT
 GV6033'POLE, 7.16 M (23.5 FT) EAST OF THE YIELD SIGN.  LOCATION OF REFERENCE
 GV6033'MARKS RELATIVE TO THE MAIN STATION
 GV6033'BEARING             DISTANCE
 GV6033'RM 1    S04 50 30E       23.83 M (78.2 FT)
 GV6033'RM 2    N81 38 10W       25.12 M (82.4 FT)
 GV6033'RM 3    N03 16 44W       357.89 M (1174.2 FT)
 GV6033'STATION 126    S69 17 09E        977.35 M (3206.5 FT)
 GV6033'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6033'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6033'1.IT IS LOCATED 10.97 M (36.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6033'ROUTE 600 (BIG BETHEL ROAD), 8.53 M (28.0 FT) SOUTHEAST OF UTILITY
 GV6033'POLE QA-09.
 GV6033'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6033'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6033'2.  IT IS LOCATED 11.58 M (38.0 FT) WEST OF THE CENTER LINE OF ROUTE
 GV6033'600 (BIG BETHEL ROAD), 0.91 M (3.0 FT) SOUTH OF THE STREET SIGN.
 GV6033'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6033'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6033'3.  IT IS LOCATED 4.42 M (14.5 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6033'ROUTE 600 (BIG BETHEL ROAD), 0.46 M (1.5 FT) SOUTHEAST OF UTILITY POLE
 GV6033'QD-54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5603 ***********************************************************************
 GV5603  DESIGNATION -  125 C OF R 1972
 GV5603  PID         -  GV5603
 GV5603  STATE/COUNTY-  VA/C OF RICHMOND
 GV5603  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5603
 GV5603                         *CURRENT SURVEY CONTROL
 GV5603  ___________________________________________________________________
 GV5603* NAD 83(1993)-  37 29 36.37512(N)    077 29 23.08097(W)     ADJUSTED  
 GV5603* NAVD 88     -        65.32   (+/-2cm)     214.3    (feet)  VERTCON   
 GV5603  ___________________________________________________________________
 GV5603  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5603  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5603
 GV5603  HORZ ORDER  -  SECOND
 GV5603  VERT ORDER  -  THIRD ? (See Below)
 GV5603
 GV5603.The horizontal coordinates were established by classical geodetic methods
 GV5603.and adjusted by the National Geodetic Survey in September 1995..
 GV5603
 GV5603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5603.The vertical order pertains to the NGVD 29 superseded value.
 GV5603
 GV5603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5603
 GV5603.The geoid height was determined by GEOID03.
 GV5603
 GV5603;                    North         East     Units Scale Factor Converg.
 GV5603;SPC VA S     - 1,129,220.930 3,589,333.722   MT  0.99994781   +0 36 47.3
 GV5603;SPC VA S     - 3,704,785.67 11,776,005.72   sFT  0.99994781   +0 36 47.3
 GV5603;UTM  18      - 4,152,525.156   279,893.909   MT  1.00019679   -1 30 57.8
 GV5603
 GV5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5603!SPC VA S     -   0.99999493  x   0.99994781  =   0.99994274
 GV5603!UTM  18      -   0.99999493  x   1.00019679  =   1.00019172
 GV5603
 GV5603|---------------------------------------------------------------------|
 GV5603| PID    Reference Object                     Distance      Geod. Az  |
 GV5603|                                                           dddmmss.s |
 GV5603| GV5598 32 C OF R 1972                      138.900 METERS 11446     |
 GV5603| GV5604 126 C OF R 1972                     383.585 METERS 30653     |
 GV5603|---------------------------------------------------------------------|
 GV5603
 GV5603                          SUPERSEDED SURVEY CONTROL
 GV5603
 GV5603  NAD 83(1993)-  37 29 36.37508(N)    077 29 23.08095(W) AD(       ) 2
 GV5603  NAD 83(1986)-  37 29 36.38143(N)    077 29 23.09783(W) AD(       ) 2
 GV5603  NAD 27      -  37 29 35.85070(N)    077 29 24.15039(W) AD(       ) 2
 GV5603  NGVD 29 (07/19/86)   65.63   (m)          215.3    (f) LEVELING    3  
 GV5603
 GV5603.Superseded values are not recommended for survey control.
 GV5603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5603.See file dsdata.txt to determine how the superseded data were derived.
 GV5603
 GV5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7989452525(NAD 83)
 GV5603_MARKER: Z = SEE DESCRIPTION
 GV5603_SETTING: 0 = UNSPECIFIED SETTING
 GV5603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5603
 GV5603  HISTORY     - Date     Condition        Report By
 GV5603  HISTORY     - 1972     MONUMENTED       VA2060
 GV5603  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5603  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5603  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5603  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5603
 GV5603                          STATION DESCRIPTION
 GV5603
 GV5603'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5603'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5603'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5603'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5603'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON WARWICK
 GV5603'RD.  0.05 MILE TO POINT NO. 125.
 GV5603'
 GV5603'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5603'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5603'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5603'ABOUT 6 INCHES BELOW GROUND.
 GV5603'
 GV5603'20.2 FEET S.E. OF C/L OF SHOPPING CENTER ENTRANCE, 126 FEET S.W. OF
 GV5603'C/L OF WARWICK RD., 50.6 FEET S. OF VEPCO POLE NO. 69948, 46.5 FEET
 GV5603'N.E. OF WOVEN WIRE FENCE CORNER.
 GV5603'
 GV5603'NEAREST TOWN--RICHMOND.
 GV5603
 GV5603                          STATION RECOVERY (1995)
 GV5603
 GV5603'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5603'MARK NOT FOUND.
 GV5603
 GV5603                          STATION RECOVERY (1999)
 GV5603
 GV5603'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5603'MARK NOT FOUND.
 GV5603
 GV5603                          STATION RECOVERY (2003)
 GV5603
 GV5603'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5603'MARK NOT FOUND.
 GV5603
 GV5603                          STATION RECOVERY (2005)
 GV5603
 GV5603'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0689 ***********************************************************************
 HW0689  DESIGNATION -  1250.07
 HW0689  PID         -  HW0689
 HW0689  STATE/COUNTY-  VA/AUGUSTA
 HW0689  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0689
 HW0689                         *CURRENT SURVEY CONTROL
 HW0689  ___________________________________________________________________
 HW0689* NAD 83(1986)-  38 07 19.     (N)    078 51 21.     (W)     SCALED    
 HW0689* NAVD 88     -       381.200  (meters)    1250.65   (feet)  ADJUSTED  
 HW0689  ___________________________________________________________________
 HW0689  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HW0689  DYNAMIC HT  -         380.913 (meters)    1249.71  (feet)  COMP
 HW0689  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 HW0689
 HW0689  VERT ORDER  -  SECOND    CLASS 0
 HW0689
 HW0689.The horizontal coordinates were scaled from a topographic map and have
 HW0689.an estimated accuracy of +/- 6 seconds.
 HW0689
 HW0689.The orthometric height was determined by differential leveling
 HW0689.and adjusted by the National Geodetic Survey in June 1991..
 HW0689
 HW0689.The geoid height was determined by GEOID03.
 HW0689
 HW0689.The dynamic height is computed by dividing the NAVD 88
 HW0689.geopotential number by the normal gravity value computed on the
 HW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0689.degrees latitude (g = 980.6199 gals.).
 HW0689
 HW0689.The modeled gravity was interpolated from observed gravity values.
 HW0689
 HW0689;                    North         East    Units  Estimated Accuracy
 HW0689;SPC VA N     - 2,050,600.    3,468,800.      MT  (+/- 180 meters Scaled)
 HW0689
 HW0689                          SUPERSEDED SURVEY CONTROL
 HW0689
 HW0689  NGVD 29 (??/??/92)  381.383  (m)         1251.25   (f) ADJ UNCH    2 0
 HW0689
 HW0689.Superseded values are not recommended for survey control.
 HW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0689.See file dsdata.txt to determine how the superseded data were derived.
 HW0689
 HW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC879215(NAD 83)
 HW0689_MARKER: Q = CHISELED SQUARE
 HW0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0689_SP_SET: CULVERT
 HW0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0689
 HW0689  HISTORY     - Date     Condition        Report By
 HW0689  HISTORY     - UNK      MONUMENTED       USGS
 HW0689  HISTORY     - 1935     GOOD             NGS
 HW0689  HISTORY     - 1942     GOOD             NGS
 HW0689
 HW0689                          STATION DESCRIPTION
 HW0689
 HW0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0689'2.5 MI S FROM CRIMORA.
 HW0689'2.5 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0689'STATION AT CRIMORA, AUGUSTA COUNTY, ABOUT 1,570 FEET SOUTH OF
 HW0689'MILEPOST 139, ABOUT 240 FEET SOUTH OF A ROAD CROSSING, AT A
 HW0689'CULVERT, ON THE TOP OF THE EAST END OF A HEAD WALL, AND 10 FEET
 HW0689'EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 HW0689
 HW0689                          STATION RECOVERY (1942)
 HW0689
 HW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1520 ***********************************************************************
 GW1520  DESIGNATION -  1251
 GW1520  PID         -  GW1520
 GW1520  STATE/COUNTY-  VA/BOTETOURT
 GW1520  USGS QUAD   -  DALEVILLE (1978)
 GW1520
 GW1520                         *CURRENT SURVEY CONTROL
 GW1520  ___________________________________________________________________
 GW1520* NAD 83(1986)-  37 29 56.     (N)    079 52 41.     (W)     SCALED    
 GW1520* NAVD 88     -       382.939  (meters)    1256.36   (feet)  ADJUSTED  
 GW1520  ___________________________________________________________________
 GW1520  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1520  DYNAMIC HT  -         382.625 (meters)    1255.33  (feet)  COMP
 GW1520  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 GW1520
 GW1520  VERT ORDER  -  SECOND    CLASS 0
 GW1520
 GW1520.The horizontal coordinates were scaled from a topographic map and have
 GW1520.an estimated accuracy of +/- 6 seconds.
 GW1520
 GW1520.The orthometric height was determined by differential leveling
 GW1520.and adjusted by the National Geodetic Survey in June 1991..
 GW1520
 GW1520.The geoid height was determined by GEOID03.
 GW1520
 GW1520.The dynamic height is computed by dividing the NAVD 88
 GW1520.geopotential number by the normal gravity value computed on the
 GW1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1520.degrees latitude (g = 980.6199 gals.).
 GW1520
 GW1520.The modeled gravity was interpolated from observed gravity values.
 GW1520
 GW1520;                    North         East    Units  Estimated Accuracy
 GW1520;SPC VA S     - 1,130,240.    3,378,150.      MT  (+/- 180 meters Scaled)
 GW1520
 GW1520                          SUPERSEDED SURVEY CONTROL
 GW1520
 GW1520  NGVD 29 (??/??/92)  383.126  (m)         1256.97   (f) ADJ UNCH    2 0
 GW1520
 GW1520.Superseded values are not recommended for survey control.
 GW1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1520.See file dsdata.txt to determine how the superseded data were derived.
 GW1520
 GW1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB991508(NAD 83)
 GW1520_MARKER: DD = SURVEY DISK
 GW1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1520_SP_SET: STEP
 GW1520_STAMPING: 1251
 GW1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1520
 GW1520  HISTORY     - Date     Condition        Report By
 GW1520  HISTORY     - UNK      MONUMENTED       USGS
 GW1520  HISTORY     - 1964     GOOD             NGS
 GW1520
 GW1520                          STATION DESCRIPTION
 GW1520
 GW1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1520'AT FINCASTLE.
 GW1520'AT FINCASTLE, SET VERTICALLY IN TOP STEP LEADING INTO THE COURT
 GW1520'HOUSE, 52.0 FEET NORTH OF CURB OF MAIN STREET, 16.0 FEET WEST
 GW1520'OF APPROXIMATE CENTER OF ENTRANCE TO COURT HOUSE, 12.5 FEET
 GW1520'SOUTH OF SOUTH WALL OF BUILDING, 1.0 FOOT EAST OF WEST END OF
 GW1520'TOP STEP AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0906 ***********************************************************************
 HW0906  DESIGNATION -  1254.9
 HW0906  PID         -  HW0906
 HW0906  STATE/COUNTY-  VA/ROCKINGHAM
 HW0906  USGS QUAD   -  HARRISONBURG (1989)
 HW0906
 HW0906                         *CURRENT SURVEY CONTROL
 HW0906  ___________________________________________________________________
 HW0906* NAD 83(1986)-  38 23 33.     (N)    078 48 38.     (W)     SCALED    
 HW0906* NAVD 88     -       382.154  (meters)    1253.78   (feet)  ADJUSTED  
 HW0906  ___________________________________________________________________
 HW0906  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0906  DYNAMIC HT  -         381.875 (meters)    1252.87  (feet)  COMP
 HW0906  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 HW0906
 HW0906  VERT ORDER  -  SECOND    CLASS 0
 HW0906
 HW0906.The horizontal coordinates were scaled from a topographic map and have
 HW0906.an estimated accuracy of +/- 6 seconds.
 HW0906
 HW0906.The orthometric height was determined by differential leveling
 HW0906.and adjusted by the National Geodetic Survey in June 1991..
 HW0906
 HW0906.The geoid height was determined by GEOID03.
 HW0906
 HW0906.The dynamic height is computed by dividing the NAVD 88
 HW0906.geopotential number by the normal gravity value computed on the
 HW0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0906.degrees latitude (g = 980.6199 gals.).
 HW0906
 HW0906.The modeled gravity was interpolated from observed gravity values.
 HW0906
 HW0906;                    North         East    Units  Estimated Accuracy
 HW0906;SPC VA N     - 2,080,610.    3,472,870.      MT  (+/- 180 meters Scaled)
 HW0906
 HW0906                          SUPERSEDED SURVEY CONTROL
 HW0906
 HW0906  NGVD 29 (??/??/92)  382.305  (m)         1254.28   (f) ADJ UNCH    2 0
 HW0906
 HW0906.Superseded values are not recommended for survey control.
 HW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0906.See file dsdata.txt to determine how the superseded data were derived.
 HW0906
 HW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC912516(NAD 83)
 HW0906_MARKER: N = NAIL
 HW0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0906_SP_SET: TREE
 HW0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0906
 HW0906  HISTORY     - Date     Condition        Report By
 HW0906  HISTORY     - UNK      MONUMENTED       CGS
 HW0906  HISTORY     - 1935     GOOD             NGS
 HW0906  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW0906
 HW0906                          STATION DESCRIPTION
 HW0906
 HW0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0906'0.6 MI SW FROM PENN LAIRD.
 HW0906'0.7 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM THE SCHOOL AT
 HW0906'PENN LAIRD, ROCKINGHAM COUNTY, ABOUT 125 FEET SOUTH OF THE
 HW0906'CENTER OF THE CROSSING OF STATE HIGHWAY 4, ABOUT 120 FEET
 HW0906'NORTHWEST OF THE MRS. JOHN PIEL OLD COLONIAL BRICK HOUSE, 30
 HW0906'FEET EAST OF BENCH MARK A 157, DESCRIBED BELOW, EAST OF THE
 HW0906'ROAD, AND IN THE NORTH ROOT OF A 24-INCH TREE.  A NAIL.
 HW0906
 HW0906                          STATION RECOVERY (1998)
 HW0906
 HW0906'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1532 ***********************************************************************
 GW1532  DESIGNATION -  1255
 GW1532  PID         -  GW1532
 GW1532  STATE/COUNTY-  VA/ALLEGHANY
 GW1532  USGS QUAD   -  COVINGTON (1984)
 GW1532
 GW1532                         *CURRENT SURVEY CONTROL
 GW1532  ___________________________________________________________________
 GW1532* NAD 83(1986)-  37 47 47.     (N)    079 59 40.     (W)     SCALED    
 GW1532* NAVD 88     -       382.530  (meters)    1255.02   (feet)  ADJUSTED  
 GW1532  ___________________________________________________________________
 GW1532  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1532  DYNAMIC HT  -         382.219 (meters)    1254.00  (feet)  COMP
 GW1532  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 GW1532
 GW1532  VERT ORDER  -  FIRST     CLASS II
 GW1532
 GW1532.The horizontal coordinates were scaled from a topographic map and have
 GW1532.an estimated accuracy of +/- 6 seconds.
 GW1532
 GW1532.The orthometric height was determined by differential leveling
 GW1532.and adjusted by the National Geodetic Survey in June 1991..
 GW1532.WARNING-Repeat measurements at this control monument indicate possible
 GW1532.vertical movement.
 GW1532
 GW1532.The geoid height was determined by GEOID03.
 GW1532
 GW1532.The dynamic height is computed by dividing the NAVD 88
 GW1532.geopotential number by the normal gravity value computed on the
 GW1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1532.degrees latitude (g = 980.6199 gals.).
 GW1532
 GW1532.The modeled gravity was interpolated from observed gravity values.
 GW1532
 GW1532;                    North         East    Units  Estimated Accuracy
 GW1532;SPC VA S     - 1,163,410.    3,368,390.      MT  (+/- 180 meters Scaled)
 GW1532
 GW1532                          SUPERSEDED SURVEY CONTROL
 GW1532
 GW1532  NGVD 29 (??/??/92)  382.699  (m)         1255.57   (f) ADJ UNCH    1 2
 GW1532
 GW1532.Superseded values are not recommended for survey control.
 GW1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1532.See file dsdata.txt to determine how the superseded data were derived.
 GW1532
 GW1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB885837(NAD 83)
 GW1532_MARKER: DD = SURVEY DISK
 GW1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1532_SP_SET: BRIDGE
 GW1532_STAMPING: 1255.503 ELEV
 GW1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1532
 GW1532  HISTORY     - Date     Condition        Report By
 GW1532  HISTORY     - UNK      MONUMENTED       USGS
 GW1532  HISTORY     - 1958     GOOD             NGS
 GW1532
 GW1532                          STATION DESCRIPTION
 GW1532
 GW1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1532'AT COVINGTON.
 GW1532'AT COVINGTON, ABOUT 0.1 MILE NORTHWEST ALONG BRIDGE STREET FROM
 GW1532'THE POST OFFICE, THENCE ABOUT 0.15 MILE NORTHEAST ALONG RIVERSIDE
 GW1532'STREET, THENCE ABOUT 0.1 MILE NORTHWEST ALONG THE CHESAPEAKE
 GW1532'AND OHIO RAILWAY, 10 1/2 FEET WEST OF THE WEST RAIL OF THE WEST
 GW1532'TRACK, IN TOP OF THE WEST END OF THE NORTH ABUTMENT TO RAILROAD
 GW1532'BRIDGE 2903 OVER THE JACKSON RIVER AND ENTRANCE ROAD TO WEST
 GW1532'VIRGIAN PULP AND PAPER COMPANY, 1 FOOT EAST OF THE WEST END OF
 GW1532'THE ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1236 ***********************************************************************
 HW1236  DESIGNATION -  1256.17
 HW1236  PID         -  HW1236
 HW1236  STATE/COUNTY-  VA/PAGE
 HW1236  USGS QUAD   -  HAMBURG (1984)
 HW1236
 HW1236                         *CURRENT SURVEY CONTROL
 HW1236  ___________________________________________________________________
 HW1236* NAD 83(1986)-  38 38 40.     (N)    078 35 46.     (W)     SCALED    
 HW1236* NAVD 88     -       382.780  (meters)    1255.84   (feet)  ADJUSTED  
 HW1236  ___________________________________________________________________
 HW1236  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW1236  DYNAMIC HT  -         382.507 (meters)    1254.94  (feet)  COMP
 HW1236  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 HW1236
 HW1236  VERT ORDER  -  SECOND    CLASS 0
 HW1236
 HW1236.The horizontal coordinates were scaled from a topographic map and have
 HW1236.an estimated accuracy of +/- 6 seconds.
 HW1236
 HW1236.The orthometric height was determined by differential leveling
 HW1236.and adjusted by the National Geodetic Survey in June 1991..
 HW1236
 HW1236.The geoid height was determined by GEOID03.
 HW1236
 HW1236.The dynamic height is computed by dividing the NAVD 88
 HW1236.geopotential number by the normal gravity value computed on the
 HW1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1236.degrees latitude (g = 980.6199 gals.).
 HW1236
 HW1236.The modeled gravity was interpolated from observed gravity values.
 HW1236
 HW1236;                    North         East    Units  Estimated Accuracy
 HW1236;SPC VA N     - 2,108,540.    3,491,630.      MT  (+/- 180 meters Scaled)
 HW1236
 HW1236                          SUPERSEDED SURVEY CONTROL
 HW1236
 HW1236  NGVD 29 (??/??/92)  382.939  (m)         1256.36   (f) ADJ UNCH    2 0
 HW1236
 HW1236.Superseded values are not recommended for survey control.
 HW1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1236.See file dsdata.txt to determine how the superseded data were derived.
 HW1236
 HW1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC092800(NAD 83)
 HW1236_MARKER: Q = CHISELED SQUARE
 HW1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1236_SP_SET: BRIDGE
 HW1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1236
 HW1236  HISTORY     - Date     Condition        Report By
 HW1236  HISTORY     - UNK      MONUMENTED       USGS
 HW1236  HISTORY     - 1935     GOOD             NGS
 HW1236  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1236
 HW1236                          STATION DESCRIPTION
 HW1236
 HW1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1236'6 MI E FROM NEW MARKET.
 HW1236'IN PAGE COUNTY, 6.0 MILES EAST ALONG U.S. HIGHWAY 211 FROM THE
 HW1236'HIGH SCHOOL AT NEW MARKET, SHENANDOAH COUNTY, AT A SHARP
 HW1236'EAST-AND-SOUTH CURVE, AND ON THE TOP OF THE NORTH CONCRETE
 HW1236'ABUTMENT AT THE EAST END OF A SMALL BRIDGE.  A CHISELED SQUARE.
 HW1236
 HW1236                          STATION RECOVERY (1965)
 HW1236
 HW1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1109 ***********************************************************************
 HW1109  DESIGNATION -  1258
 HW1109  PID         -  HW1109
 HW1109  STATE/COUNTY-  VA/AUGUSTA
 HW1109  USGS QUAD   -  FORT DEFIANCE (1984)
 HW1109
 HW1109                         *CURRENT SURVEY CONTROL
 HW1109  ___________________________________________________________________
 HW1109* NAD 83(1986)-  38 14 54.     (N)    078 56 35.     (W)     SCALED    
 HW1109* NAVD 88     -       383.447  (meters)    1258.03   (feet)  ADJUSTED  
 HW1109  ___________________________________________________________________
 HW1109  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW1109  DYNAMIC HT  -         383.163 (meters)    1257.09  (feet)  COMP
 HW1109  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 HW1109
 HW1109  VERT ORDER  -  SECOND    CLASS 0
 HW1109
 HW1109.The horizontal coordinates were scaled from a topographic map and have
 HW1109.an estimated accuracy of +/- 6 seconds.
 HW1109
 HW1109.The orthometric height was determined by differential leveling
 HW1109.and adjusted by the National Geodetic Survey in June 1991..
 HW1109
 HW1109.The geoid height was determined by GEOID03.
 HW1109
 HW1109.The dynamic height is computed by dividing the NAVD 88
 HW1109.geopotential number by the normal gravity value computed on the
 HW1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1109.degrees latitude (g = 980.6199 gals.).
 HW1109
 HW1109.The modeled gravity was interpolated from observed gravity values.
 HW1109
 HW1109;                    North         East    Units  Estimated Accuracy
 HW1109;SPC VA N     - 2,064,660.    3,461,220.      MT  (+/- 180 meters Scaled)
 HW1109
 HW1109                          SUPERSEDED SURVEY CONTROL
 HW1109
 HW1109  NGVD 29 (??/??/92)  383.589  (m)         1258.49   (f) ADJ UNCH    2 0
 HW1109
 HW1109.Superseded values are not recommended for survey control.
 HW1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1109.See file dsdata.txt to determine how the superseded data were derived.
 HW1109
 HW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC799353(NAD 83)
 HW1109_MARKER: N = NAIL
 HW1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1109_SP_SET: TREE
 HW1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1109
 HW1109  HISTORY     - Date     Condition        Report By
 HW1109  HISTORY     - UNK      MONUMENTED       USGS
 HW1109  HISTORY     - 1935     GOOD             NGS
 HW1109
 HW1109                          STATION DESCRIPTION
 HW1109
 HW1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1109'1 MI E FROM MT SIDNEY.
 HW1109'1.0 MILE EAST ALONG COUNTY ROAD 775 FROM THE BALTIMORE AND
 HW1109'OHIO RAILROAD STATION AT MT. SIDNEY, AUGUSTA COUNTY, 20 FEET
 HW1109'EAST OF THE CENTER LINE OF THE ROAD, AND IN THE ROOT OF A LOCUST
 HW1109'TREE PAINTED B.M. 1258.  A UNITED STATES GEOLOGICAL SURVEY
 HW1109'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3451 ***********************************************************************
 HW3451  DESIGNATION -  1259 USFS 1956
 HW3451  PID         -  HW3451
 HW3451  STATE/COUNTY-  VA/ROCKINGHAM
 HW3451  USGS QUAD   -  FORT SEYBERT (1979)
 HW3451
 HW3451                         *CURRENT SURVEY CONTROL
 HW3451  ___________________________________________________________________
 HW3451* NAD 83(1993)-  38 37 46.55179(N)    079 08 41.42217(W)     ADJUSTED  
 HW3451* NAVD 88     -      1127.34   (+/-2cm)    3698.6    (feet)  VERTCON   
 HW3451  ___________________________________________________________________
 HW3451  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HW3451  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HW3451
 HW3451  HORZ ORDER  -  SECOND
 HW3451  VERT ORDER  -  THIRD ? (See Below)
 HW3451
 HW3451.The horizontal coordinates were established by classical geodetic methods
 HW3451.and adjusted by the National Geodetic Survey in November 1994..
 HW3451
 HW3451.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3451.The vertical order pertains to the NGVD 29 superseded value.
 HW3451
 HW3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3451
 HW3451.The geoid height was determined by GEOID03.
 HW3451
 HW3451;                    North         East     Units Scale Factor Converg.
 HW3451;SPC VA N     - 2,107,081.146 3,443,853.161   MT  0.99994841   -0 24 08.8
 HW3451;SPC VA N     - 6,912,982.06 11,298,708.25   sFT  0.99994841   -0 24 08.8
 HW3451;SPC WV S     -   182,486.868   761,522.471   MT  0.99995579   +1 08 48.7
 HW3451;UTM  17      - 4,277,306.326   661,482.072   MT  0.99992113   +1 09 30.2
 HW3451
 HW3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3451!SPC VA N     -   0.99982809  x   0.99994841  =   0.99977651
 HW3451!SPC WV S     -   0.99982809  x   0.99995579  =   0.99978389
 HW3451!UTM  17      -   0.99982809  x   0.99992113  =   0.99974923
 HW3451
 HW3451                          SUPERSEDED SURVEY CONTROL
 HW3451
 HW3451  NAD 83(1986)-  38 37 46.55242(N)    079 08 41.42684(W) AD(       ) 2
 HW3451  NAD 27      -  38 37 46.13000(N)    079 08 42.29760(W) AD(       ) 2
 HW3451  NGVD 29 (07/19/86) 1127.41   (m)         3698.8    (f) LEVELING    3  
 HW3451
 HW3451.Superseded values are not recommended for survey control.
 HW3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3451.See file dsdata.txt to determine how the superseded data were derived.
 HW3451
 HW3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6148277306(NAD 83)
 HW3451_MARKER: DD = SURVEY DISK
 HW3451_SETTING: 0 = UNSPECIFIED SETTING
 HW3451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3451
 HW3451  HISTORY     - Date     Condition        Report By
 HW3451  HISTORY     - 1956     MONUMENTED       USFS
 HW3451
 HW3451                          STATION DESCRIPTION
 HW3451
 HW3451'DESCRIBED BY US FOREST SERVICE 1956 (WRH)
 HW3451'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE NORTHWEST OF
 HW3451'HARRISONBURG, WEST VIRGINIA, 10-1/2 MILES AIRLINE EAST OF
 HW3451'FRANKLIN, WEST VIRGINIA, 5-1/2 MILES AIRLINE EAST OF BRANDYWINE,
 HW3451'WEST VIRGINIA ON SHENANDOAH MOUNTAIN.
 HW3451'
 HW3451'THE MARK IS A STANDARD U.S.F.S. DISK STAMPED 1259 9.6 1933
 HW3451'SET IN THE TOP OF A PRE-CAST MONUMENT PROJECTING ABOUT 8 INCHES.
 HW3451'IT IS 12.650 FEET, 3.855 METERS NORTH NORTHWEST OF TRIANGULATION
 HW3451'STATION LOCKS.  THE CENTER OF THE MARK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6034 ***********************************************************************
 GV6034  DESIGNATION -  126
 GV6034  PID         -  GV6034
 GV6034  STATE/COUNTY-  VA/YORK
 GV6034  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6034
 GV6034                         *CURRENT SURVEY CONTROL
 GV6034  ___________________________________________________________________
 GV6034* NAD 83(1993)-  37 06 08.46580(N)    076 25 09.06117(W)     ADJUSTED  
 GV6034* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 GV6034  ___________________________________________________________________
 GV6034  X           -   1,195,950.355 (meters)                     COMP
 GV6034  Y           -  -4,950,718.346 (meters)                     COMP
 GV6034  Z           -   3,826,439.439 (meters)                     COMP
 GV6034  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GV6034  ELLIP HEIGHT-         -31.80  (meters)          (06/04/02) GPS OBS
 GV6034  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 GV6034
 GV6034  HORZ ORDER  -  SECOND
 GV6034  ELLP ORDER  -  FOURTH    CLASS II
 GV6034
 GV6034.The horizontal coordinates were established by GPS observations
 GV6034.and adjusted by the National Geodetic Survey in September 1995..
 GV6034
 GV6034.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6034
 GV6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6034
 GV6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6034
 GV6034.The ellipsoidal height was determined by GPS observations
 GV6034.and is referenced to NAD 83.
 GV6034
 GV6034.The geoid height was determined by GEOID03.
 GV6034
 GV6034;                    North         East     Units Scale Factor Converg.
 GV6034;SPC VA S     - 1,087,379.539 3,684,945.280   MT  0.99995605   +1 15 46.4
 GV6034;SPC VA S     - 3,567,511.04 12,089,691.31   sFT  0.99995605   +1 15 46.4
 GV6034;UTM  18      - 4,107,168.920   373,892.530   MT  0.99979591   -0 51 22.4
 GV6034
 GV6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6034!SPC VA S     -   1.00000499  x   0.99995605  =   0.99996104
 GV6034!UTM  18      -   1.00000499  x   0.99979591  =   0.99980090
 GV6034
 GV6034                          SUPERSEDED SURVEY CONTROL
 GV6034
 GV6034  ELLIP H (09/08/95)  -31.73   (m)                       GP(       ) 4 2
 GV6034  NAD 83(1986)-  37 06 08.47556(N)    076 25 09.09368(W) AD(       ) 2
 GV6034  NGVD 29 (12/05/90)    4.9    (m)           16.     (f) GPS OBS        
 GV6034
 GV6034.Superseded values are not recommended for survey control.
 GV6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6034.See file dsdata.txt to determine how the superseded data were derived.
 GV6034
 GV6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7389307169(NAD 83)
 GV6034_MARKER: DD = SURVEY DISK
 GV6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6034_SP_SET: CONCRETE POST
 GV6034_STAMPING: STATION NO. 126
 GV6034_MARK LOGO: VA-199
 GV6034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6034+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6034
 GV6034  HISTORY     - Date     Condition        Report By
 GV6034  HISTORY     - 1988     MONUMENTED       BSC
 GV6034
 GV6034                          STATION DESCRIPTION
 GV6034
 GV6034'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6034'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6034'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6034'(VICTORY BOULEVARD), PROCEED SOUTHERLY ALONG ROUTE 134 FOR
 GV6034'APPROXIMATELY 3.5 KM (2.15 MI) TO THE STATION.
 GV6034'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6034'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE EASTERN
 GV6034'GRASS MEDIAN AT THE INTERSECTION OF ROUTE 134 (HAMPTON HIGHWAY) AND
 GV6034'FIRST AVENUE, 4.11 M (13.5 FT) WEST OF THE TRAFFIC LIGHT POLE, 4.11 M
 GV6034'(13.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF
 GV6034'ROUTE 134.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6034'BEARING             DISTANCE
 GV6034'RM 1    S17 32 52W       16.98 M (55.7 FT)
 GV6034'RM 2    S66 53 29E       22.40 M (73.5 FT)
 GV6034'RM 3    N07 03 27E       27.41 M (89.9 FT)
 GV6034'STATION 125    N69 17 09W       977.35 M (3206.5 FT)
 GV6034'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6034'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6034'1.IT IS LOCATED 8.99 M (29.5 FT) SOUTHWEST OF THE CENTER LINE OF THE
 GV6034'EASTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 16.46 M (54.0 FT)
 GV6034'SOUTHEAST OF THE CENTER LINE OF FIRST AVENUE.
 GV6034'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6034'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6034'2.  IT IS LOCATED 3.96 M (13.0 FT) NORTHEAST OF THE EDGE OF THE
 GV6034'PAVEMENT OF THE EASTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 20.73
 GV6034'M (68.0 FT) SOUTHEAST OF THE TRAFFIC CONTROL POLE.
 GV6034'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6034'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6034'3.  IT IS LOCATED 7.77 M (25.5 FT) NORTHEAST OF THE CENTER LINE OF THE
 GV6034'WESTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 6.40 M (21.0 FT)
 GV6034'SOUTHEAST OF UTILITY POLE XN-09.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5604 ***********************************************************************
 GV5604  DESIGNATION -  126 C OF R 1972
 GV5604  PID         -  GV5604
 GV5604  STATE/COUNTY-  VA/C OF RICHMOND
 GV5604  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5604
 GV5604                         *CURRENT SURVEY CONTROL
 GV5604  ___________________________________________________________________
 GV5604* NAD 83(1993)-  37 29 43.84195(N)    077 29 35.57182(W)     ADJUSTED  
 GV5604* NAVD 88     -        65.97   (+/-2cm)     216.4    (feet)  VERTCON   
 GV5604  ___________________________________________________________________
 GV5604  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 GV5604  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV5604
 GV5604  HORZ ORDER  -  SECOND
 GV5604  VERT ORDER  -  THIRD ? (See Below)
 GV5604
 GV5604.The horizontal coordinates were established by classical geodetic methods
 GV5604.and adjusted by the National Geodetic Survey in September 1995..
 GV5604
 GV5604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5604.The vertical order pertains to the NGVD 29 superseded value.
 GV5604
 GV5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5604
 GV5604.The geoid height was determined by GEOID03.
 GV5604
 GV5604;                    North         East     Units Scale Factor Converg.
 GV5604;SPC VA S     - 1,129,447.827 3,589,024.466   MT  0.99994789   +0 36 39.8
 GV5604;SPC VA S     - 3,705,530.08 11,774,991.10   sFT  0.99994789   +0 36 39.8
 GV5604;UTM  18      - 4,152,763.447   279,593.221   MT  1.00019842   -1 31 05.6
 GV5604
 GV5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5604!SPC VA S     -   0.99999483  x   0.99994789  =   0.99994272
 GV5604!UTM  18      -   0.99999483  x   1.00019842  =   1.00019325
 GV5604
 GV5604|---------------------------------------------------------------------|
 GV5604| PID    Reference Object                     Distance      Geod. Az  |
 GV5604|                                                           dddmmss.s |
 GV5604| GV5603 125 C OF R 1972                     383.585 METERS 12653     |
 GV5604| GV5615 127 C OF R 1972                     394.456 METERS 28917     |
 GV5604|---------------------------------------------------------------------|
 GV5604
 GV5604                          SUPERSEDED SURVEY CONTROL
 GV5604
 GV5604  NAD 83(1993)-  37 29 43.84192(N)    077 29 35.57180(W) AD(       ) 2
 GV5604  NAD 83(1986)-  37 29 43.84825(N)    077 29 35.58866(W) AD(       ) 2
 GV5604  NAD 27      -  37 29 43.31750(N)    077 29 36.64092(W) AD(       ) 2
 GV5604  NGVD 29 (07/19/86)   66.28   (m)          217.5    (f) LEVELING    3  
 GV5604
 GV5604.Superseded values are not recommended for survey control.
 GV5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5604.See file dsdata.txt to determine how the superseded data were derived.
 GV5604
 GV5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7959352763(NAD 83)
 GV5604_MARKER: Z = SEE DESCRIPTION
 GV5604_SETTING: 0 = UNSPECIFIED SETTING
 GV5604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5604
 GV5604  HISTORY     - Date     Condition        Report By
 GV5604  HISTORY     - 1972     MONUMENTED       VA2060
 GV5604  HISTORY     - 19951117 GOOD             USPSQD
 GV5604  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5604  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5604
 GV5604                          STATION DESCRIPTION
 GV5604
 GV5604'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5604'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5604'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5604'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5604'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON WARWICK
 GV5604'RD.  0.25 MILE TO POINT NO. 126.
 GV5604'
 GV5604'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5604'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5604'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5604'ABOUT 8 INCHES BELOW GROUND.
 GV5604'
 GV5604'51.5 FEET S.E. OF CENTER OF FIRE HYD., 23.4 FEET S.W. OF C/L OF
 GV5604'WARWICK RD., 52.2 FEET S.E. OF VEPCO POLE NO. DL87, 62.0 FEET E OF
 GV5604'N.E. CORNER OF 1-STORY CHURCH BUILDING.
 GV5604'
 GV5604'NEAREST TOWN--RICHMOND.
 GV5604
 GV5604                          STATION RECOVERY (1995)
 GV5604
 GV5604'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5604'RECOVERED IN GOOD CONDITION.
 GV5604
 GV5604                          STATION RECOVERY (1999)
 GV5604
 GV5604'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5604'MARK NOT FOUND.
 GV5604
 GV5604                          STATION RECOVERY (2003)
 GV5604
 GV5604'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4735 ***********************************************************************
 GV4735  DESIGNATION -  126 ELEV
 GV4735  PID         -  GV4735
 GV4735  STATE/COUNTY-  VA/RICHMOND
 GV4735  USGS QUAD   -  LIVELY (1992)
 GV4735
 GV4735                         *CURRENT SURVEY CONTROL
 GV4735  ___________________________________________________________________
 GV4735* NAD 83(1993)-  37 50 39.95114(N)    076 37 23.16722(W)     ADJUSTED  
 GV4735* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 GV4735  ___________________________________________________________________
 GV4735  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV4735  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV4735
 GV4735  HORZ ORDER  -  SECOND
 GV4735
 GV4735.The horizontal coordinates were established by classical geodetic methods
 GV4735.and adjusted by the National Geodetic Survey in November 1994..
 GV4735
 GV4735.The orthometric height was scaled from a topographic map.
 GV4735
 GV4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4735
 GV4735.The geoid height was determined by GEOID03.
 GV4735
 GV4735;                    North         East     Units Scale Factor Converg.
 GV4735;SPC VA S     - 1,169,340.366 3,665,186.020   MT  0.99997998   +1 08 20.9
 GV4735;SPC VA S     - 3,836,410.85 12,024,864.47   sFT  0.99997998   +1 08 20.9
 GV4735;UTM  18      - 4,189,795.737   357,190.699   MT  0.99985120   -0 59 45.5
 GV4735
 GV4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4735!SPC VA S     -   0.99999951  x   0.99997998  =   0.99997949
 GV4735!UTM  18      -   0.99999951  x   0.99985120  =   0.99985071
 GV4735
 GV4735                          SUPERSEDED SURVEY CONTROL
 GV4735
 GV4735  NAD 83(1993)-  37 50 39.95065(N)    076 37 23.18152(W) AD(       ) 2
 GV4735  NAD 83(1986)-  37 50 39.95133(N)    076 37 23.18398(W) AD(       ) 2
 GV4735  NAD 27      -  37 50 39.45300(N)    076 37 24.33900(W) AD(       ) 2
 GV4735
 GV4735.Superseded values are not recommended for survey control.
 GV4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4735.See file dsdata.txt to determine how the superseded data were derived.
 GV4735
 GV4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5719189796(NAD 83)
 GV4735_MARKER: DB = BENCH MARK DISK
 GV4735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4735
 GV4735  HISTORY     - Date     Condition        Report By
 GV4735  HISTORY     - 1942     MONUMENTED       USGS
 GV4735  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV4735  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV4735  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV4735
 GV4735                          STATION DESCRIPTION
 GV4735
 GV4735'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 GV4735'THE STATION IS LOCATED IN THE SETTLEMENT OF DOWNINGS, ABOUT 3
 GV4735'MILES S OF THE VILLAGE OF FARNHAM.  IT IS AT THE NW CORNER OF
 GV4735'THE STEPS AT THE W ENTRANCE OF THE DOWNINGS GENERAL STORE, 32
 GV4735'FEET S OF THE CENTER OF COUNTY HIGHWAY 608 AND 25 FEET E OF THE
 GV4735'CENTER OF COUNTY HIGHWAY 607.
 GV4735'
 GV4735'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK CAP,
 GV4735'STAMPED 1916 126 FEET, ON TOP OF AN IRON PIPE PROJECTING 8
 GV4735'INCHES.
 GV4735'
 GV4735'A TRAVERSE CONNECTION WAS MADE TO U.S. COAST AND GEODETIC SURVEY
 GV4735'TRIANGULATION STATION DOWNINGS.
 GV4735'
 GV4735'DISTANCE = 33.382 METERS (109.52 FEET).
 GV4735'
 GV4735'TO REACH THE STATION FROM THE BRICK CHURCH IN FARNHAM, GO S
 GV4735'ON STATE HIGHWAY 3 FOR 2.75 MILES TO PAVED COUNTY HIGHWAY 608
 GV4735'RIGHT, TURN RIGHT AND FOLLOW HIGHWAY WESTERLY FOR 0.9 MILE TO
 GV4735'JUNCTION WITH COUNTY HIGHWAY 606.  CONTINUE WESTERLY ON COUNTY
 GV4735'HIGHWAY 608 FOR 0.4 MILE TO THE SETTLEMENT OF DOWNINGS AND THE
 GV4735'STATION.
 GV4735
 GV4735                          STATION RECOVERY (1994)
 GV4735
 GV4735'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4735'MARK NOT FOUND.
 GV4735
 GV4735                          STATION RECOVERY (1999)
 GV4735
 GV4735'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4735'MARK NOT FOUND.
 GV4735
 GV4735                          STATION RECOVERY (2003)
 GV4735
 GV4735'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1337 ***********************************************************************
 GW1337  DESIGNATION -  1266 USGS RESET 1945
 GW1337  PID         -  GW1337
 GW1337  STATE/COUNTY-  VA/BOTETOURT
 GW1337  USGS QUAD   -  DALEVILLE (1978)
 GW1337
 GW1337                         *CURRENT SURVEY CONTROL
 GW1337  ___________________________________________________________________
 GW1337* NAD 83(1986)-  37 23 42.     (N)    079 53 48.     (W)     SCALED    
 GW1337* NAVD 88     -       385.876  (meters)    1265.99   (feet)  ADJUSTED  
 GW1337  ___________________________________________________________________
 GW1337  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1337  DYNAMIC HT  -         385.558 (meters)    1264.95  (feet)  COMP
 GW1337  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 GW1337
 GW1337  VERT ORDER  -  FIRST     CLASS II
 GW1337
 GW1337.The horizontal coordinates were scaled from a topographic map and have
 GW1337.an estimated accuracy of +/- 6 seconds.
 GW1337
 GW1337.The orthometric height was determined by differential leveling
 GW1337.and adjusted by the National Geodetic Survey in June 1991..
 GW1337
 GW1337.The geoid height was determined by GEOID03.
 GW1337
 GW1337.The dynamic height is computed by dividing the NAVD 88
 GW1337.geopotential number by the normal gravity value computed on the
 GW1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1337.degrees latitude (g = 980.6199 gals.).
 GW1337
 GW1337.The modeled gravity was interpolated from observed gravity values.
 GW1337
 GW1337;                    North         East    Units  Estimated Accuracy
 GW1337;SPC VA S     - 1,118,730.    3,376,340.      MT  (+/- 180 meters Scaled)
 GW1337
 GW1337                          SUPERSEDED SURVEY CONTROL
 GW1337
 GW1337  NGVD 29 (??/??/92)  386.071  (m)         1266.63   (f) ADJ UNCH    1 2
 GW1337
 GW1337.Superseded values are not recommended for survey control.
 GW1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1337.See file dsdata.txt to determine how the superseded data were derived.
 GW1337
 GW1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB976392(NAD 83)
 GW1337_MARKER: DD = SURVEY DISK
 GW1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1337_SP_SET: BRIDGE
 GW1337_STAMPING: 1266.378 RESET 1945
 GW1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1337+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW1337
 GW1337  HISTORY     - Date     Condition        Report By
 GW1337  HISTORY     - 1945     MONUMENTED       USGS
 GW1337  HISTORY     - 1959     GOOD             NGS
 GW1337  HISTORY     - 20030316 GOOD             USPSQD
 GW1337  HISTORY     - 20060309 GOOD             USPSQD
 GW1337
 GW1337                          STATION DESCRIPTION
 GW1337
 GW1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1337'0.9 MI SW FROM TROUTVILLE.
 GW1337'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1337'SCHOOL AT TROUTVILLE, 60 YARDS SOUTHEAST ALONG ROAD NO 653, AT
 GW1337'NORFOLK AND WESTERN RAILWAY STEEL PLATE BRIDGE 406 OVER ROAD 653,
 GW1337'1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE SEAT OR LOWER
 GW1337'PART OF NORTH CONCRETE TOPPED STORM ABUTMENT, 7 FEET WEST OF THE
 GW1337'WEST RAIL, ABOUT 10 FEET ABOVE THE LEVEL OF HIGHWAY 11, AND ABOUT
 GW1337'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN BRIDGE SEAT.
 GW1337
 GW1337                          STATION RECOVERY (2003)
 GW1337
 GW1337'RECOVERY NOTE BY US POWER SQUADRON 2003 (RCR)
 GW1337'RECOVERED AS DESCRIBED
 GW1337
 GW1337                          STATION RECOVERY (2006)
 GW1337
 GW1337'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0881 ***********************************************************************
 HW0881  DESIGNATION -  1269.3
 HW0881  PID         -  HW0881
 HW0881  STATE/COUNTY-  VA/ROCKINGHAM
 HW0881  USGS QUAD   -  ELKTON WEST (1987)
 HW0881
 HW0881                         *CURRENT SURVEY CONTROL
 HW0881  ___________________________________________________________________
 HW0881* NAD 83(1986)-  38 24 43.     (N)    078 42 37.     (W)     SCALED    
 HW0881* NAVD 88     -       386.654  (meters)    1268.55   (feet)  ADJUSTED  
 HW0881  ___________________________________________________________________
 HW0881  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0881  DYNAMIC HT  -         386.376 (meters)    1267.64  (feet)  COMP
 HW0881  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HW0881
 HW0881  VERT ORDER  -  SECOND    CLASS 0
 HW0881
 HW0881.The horizontal coordinates were scaled from a topographic map and have
 HW0881.an estimated accuracy of +/- 6 seconds.
 HW0881
 HW0881.The orthometric height was determined by differential leveling
 HW0881.and adjusted by the National Geodetic Survey in June 1991..
 HW0881
 HW0881.The geoid height was determined by GEOID03.
 HW0881
 HW0881.The dynamic height is computed by dividing the NAVD 88
 HW0881.geopotential number by the normal gravity value computed on the
 HW0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0881.degrees latitude (g = 980.6199 gals.).
 HW0881
 HW0881.The modeled gravity was interpolated from observed gravity values.
 HW0881
 HW0881;                    North         East    Units  Estimated Accuracy
 HW0881;SPC VA N     - 2,082,750.    3,481,640.      MT  (+/- 180 meters Scaled)
 HW0881
 HW0881                          SUPERSEDED SURVEY CONTROL
 HW0881
 HW0881  NGVD 29 (??/??/92)  386.800  (m)         1269.03   (f) ADJ UNCH    2 0
 HW0881
 HW0881.Superseded values are not recommended for survey control.
 HW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0881.See file dsdata.txt to determine how the superseded data were derived.
 HW0881
 HW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC999540(NAD 83)
 HW0881_MARKER: N = NAIL
 HW0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0881_SP_SET: TREE
 HW0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0881
 HW0881  HISTORY     - Date     Condition        Report By
 HW0881  HISTORY     - UNK      MONUMENTED       USGS
 HW0881  HISTORY     - 1935     GOOD             NGS
 HW0881  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0881
 HW0881                          STATION DESCRIPTION
 HW0881
 HW0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0881'0.9 MI NE FROM HOPKINS SPRINGS.
 HW0881'0.9 MILE NORTHEAST ALONG COUNTY ROAD 647 FROM HOPKINS SPRINGS,
 HW0881'ROCKINGHAM COUNTY, AT A FIELD, 10 FEET SOUTH OF THE CENTERLINE
 HW0881'OF THE ROAD, AND IN THE BASE OF A DOUBLE CHERRY TREE.  A UNITED
 HW0881'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HW0881
 HW0881                          STATION RECOVERY (1968)
 HW0881
 HW0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6035 ***********************************************************************
 GV6035  DESIGNATION -  127
 GV6035  PID         -  GV6035
 GV6035  STATE/COUNTY-  VA/YORK
 GV6035  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6035
 GV6035                         *CURRENT SURVEY CONTROL
 GV6035  ___________________________________________________________________
 GV6035* NAD 83(1993)-  37 05 46.99890(N)    076 24 03.77987(W)     ADJUSTED  
 GV6035* NAVD 88     -         1.29   (meters)       4.2    (feet)  LEVELING  
 GV6035  ___________________________________________________________________
 GV6035  X           -   1,197,610.401 (meters)                     COMP
 GV6035  Y           -  -4,950,725.027 (meters)                     COMP
 GV6035  Z           -   3,825,909.632 (meters)                     COMP
 GV6035  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 GV6035  ELLIP HEIGHT-         -35.09  (meters)          (05/17/02) GPS OBS
 GV6035  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 GV6035
 GV6035  HORZ ORDER  -  FIRST
 GV6035  VERT ORDER  -  THIRD ?
 GV6035  ELLP ORDER  -  FOURTH    CLASS II
 GV6035
 GV6035.The horizontal coordinates were established by GPS observations
 GV6035.and adjusted by the National Geodetic Survey in April 1996..
 GV6035
 GV6035.The orthometric height was determined by differential leveling.
 GV6035.The vertical network tie was performed by a horz. field party for horz.
 GV6035.obs reductions. Reset procedures were used to establish the elevation.
 GV6035
 GV6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6035
 GV6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6035
 GV6035.The ellipsoidal height was determined by GPS observations
 GV6035.and is referenced to NAD 83.
 GV6035
 GV6035.The geoid height was determined by GEOID03.
 GV6035
 GV6035;                    North         East     Units Scale Factor Converg.
 GV6035;SPC VA S     - 1,086,753.638 3,686,571.471   MT  0.99995653   +1 16 26.1
 GV6035;SPC VA S     - 3,565,457.56 12,095,026.57   sFT  0.99995653   +1 16 26.1
 GV6035;UTM  18      - 4,106,483.428   375,494.204   MT  0.99979096   -0 50 42.6
 GV6035
 GV6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6035!SPC VA S     -   1.00000551  x   0.99995653  =   0.99996204
 GV6035!UTM  18      -   1.00000551  x   0.99979096  =   0.99979647
 GV6035
 GV6035                          SUPERSEDED SURVEY CONTROL
 GV6035
 GV6035  NAD 83(1993)-  37 05 46.99890(N)    076 24 03.77987(W) AD(       ) 2
 GV6035  ELLIP H (09/08/95)  -35.07   (m)                       GP(       ) 4 2
 GV6035  NAD 83(1986)-  37 05 47.00833(N)    076 24 03.81274(W) AD(       ) 2
 GV6035  NGVD 29 (12/05/90)    1.7    (m)            6.     (f) GPS OBS        
 GV6035
 GV6035.Superseded values are not recommended for survey control.
 GV6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6035.See file dsdata.txt to determine how the superseded data were derived.
 GV6035
 GV6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7549406483(NAD 83)
 GV6035_MARKER: DD = SURVEY DISK
 GV6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6035_SP_SET: CONCRETE POST
 GV6035_STAMPING: STATION 127
 GV6035_MARK LOGO: PA-133
 GV6035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GV6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6035+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1995
 GV6035
 GV6035  HISTORY     - Date     Condition        Report By
 GV6035  HISTORY     - 1988     MONUMENTED       BSC
 GV6035  HISTORY     - 19920311 GOOD             MSI
 GV6035  HISTORY     - 19950511 GOOD             RSA
 GV6035
 GV6035                          STATION DESCRIPTION
 GV6035
 GV6035'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6035'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6035'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6035'(VICTORY BOULEVARD), PROCEED SOUTHEASTERLY ALONG ROUTE 134 FOR
 GV6035'APPROXIMATELY 5.2 KM (3.25 MI) TO THE STATION ON THE LEFT JUST BEFORE
 GV6035'BRICK KILN CREEK.
 GV6035'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.08 M
 GV6035'(0.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IMMEDIATELY
 GV6035'WEST OF THE BOUNDARY BETWEEN YORK COUNTY AND THE CITY OF HAMPTON, 2.29
 GV6035'M (7.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF THE WESTBOUND LANES OF
 GV6035'ROUTE 134 (HAMPTON HIGHWAY), 18.75 M (61.5 FT) EAST OF THE HIGHWAY
 GV6035'MILEAGE SIGN.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN
 GV6035'STATION
 GV6035'BEARING             DISTANCE
 GV6035'RM 1    S66 33 26E       40.41 M (132.6 FT)
 GV6035'RM 2    S28 31 04W       21.44 M (70.3 FT)
 GV6035'RM 3    N68 49 39W       924.66 M (3033.7 FT)
 GV6035'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6035'(0.3 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6035'1.IT IS LOCATED 1.98 M (6.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF
 GV6035'THE WESTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), 0.46 M (1.5 FT)
 GV6035'WEST OF THE END OF THE STEEL GUARDRAIL.
 GV6035'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6035'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6035'2.  IT IS LOCATED IN THE GRASS MEDIAN BETWEEN THE EASTBOUND AND THE
 GV6035'WESTBOUND LANES OF ROUTE 134 (HAMPTON HIGHWAY), OPPOSITE STATION 127,
 GV6035'0.76 M (2.5 FT) NORTHWEST OF THE END OF THE STEEL GUARDRAIL, 3.20 M
 GV6035'(10.5 FT) NORTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF
 GV6035'ROUTE 134.
 GV6035'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6035'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6035'3.  IT IS LOCATED IN THE WEST GRASS MEDIAN AT THE INTERSECTION OF
 GV6035'ROUTE 134 (HAMPTON HIGHWAY) AND THE ENTRANCE TO YORKSHIRE DOWNS, 4.57
 GV6035'M (15.0 FT) SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES OF ROUTE
 GV6035'134, 4.88 M (16.0 FT) WEST OF THE ONE-WAY SIGN.
 GV6035
 GV6035                          STATION RECOVERY (1992)
 GV6035
 GV6035'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GV6035'RECOVERED IN GOOD CONDITION.
 GV6035
 GV6035                          STATION RECOVERY (1995)
 GV6035
 GV6035'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 1995 (KEL)
 GV6035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5615 ***********************************************************************
 GV5615  DESIGNATION -  127 C OF R 1972
 GV5615  PID         -  GV5615
 GV5615  STATE/COUNTY-  VA/C OF RICHMOND
 GV5615  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5615
 GV5615                         *CURRENT SURVEY CONTROL
 GV5615  ___________________________________________________________________
 GV5615* NAD 83(1993)-  37 29 48.06570(N)    077 29 50.72994(W)     ADJUSTED  
 GV5615* NAVD 88     -        66.70   (+/-2cm)     218.8    (feet)  VERTCON   
 GV5615  ___________________________________________________________________
 GV5615  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV5615  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV5615
 GV5615  HORZ ORDER  -  SECOND
 GV5615  VERT ORDER  -  THIRD ? (See Below)
 GV5615
 GV5615.The horizontal coordinates were established by classical geodetic methods
 GV5615.and adjusted by the National Geodetic Survey in September 1995..
 GV5615
 GV5615.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5615.The vertical order pertains to the NGVD 29 superseded value.
 GV5615
 GV5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5615
 GV5615.The geoid height was determined by GEOID03.
 GV5615
 GV5615;                    North         East     Units Scale Factor Converg.
 GV5615;SPC VA S     - 1,129,574.068 3,588,650.778   MT  0.99994793   +0 36 30.6
 GV5615;SPC VA S     - 3,705,944.25 11,773,765.09   sFT  0.99994793   +0 36 30.6
 GV5615;UTM  18      - 4,152,903.519   279,224.389   MT  1.00020043   -1 31 15.0
 GV5615
 GV5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5615!SPC VA S     -   0.99999471  x   0.99994793  =   0.99994264
 GV5615!UTM  18      -   0.99999471  x   1.00020043  =   1.00019514
 GV5615
 GV5615|---------------------------------------------------------------------|
 GV5615| PID    Reference Object                     Distance      Geod. Az  |
 GV5615|                                                           dddmmss.s |
 GV5615| GV5604 126 C OF R 1972                     394.456 METERS 10916     |
 GV5615| GV5628 128 C OF R 1972                     286.990 METERS 27436     |
 GV5615|---------------------------------------------------------------------|
 GV5615
 GV5615                          SUPERSEDED SURVEY CONTROL
 GV5615
 GV5615  NAD 83(1993)-  37 29 48.06568(N)    077 29 50.72993(W) AD(       ) 2
 GV5615  NAD 83(1986)-  37 29 48.07198(N)    077 29 50.74673(W) AD(       ) 2
 GV5615  NAD 27      -  37 29 47.54114(N)    077 29 51.79856(W) AD(       ) 2
 GV5615  NGVD 29 (07/19/86)   67.01   (m)          219.8    (f) LEVELING    3  
 GV5615
 GV5615.Superseded values are not recommended for survey control.
 GV5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5615.See file dsdata.txt to determine how the superseded data were derived.
 GV5615
 GV5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7922452904(NAD 83)
 GV5615_MARKER: Z = SEE DESCRIPTION
 GV5615_SETTING: 0 = UNSPECIFIED SETTING
 GV5615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5615
 GV5615  HISTORY     - Date     Condition        Report By
 GV5615  HISTORY     - 1972     MONUMENTED       VA2060
 GV5615  HISTORY     - 19951117 GOOD             USPSQD
 GV5615  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5615  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5615  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5615
 GV5615                          STATION DESCRIPTION
 GV5615
 GV5615'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5615'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5615'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5615'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5615'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON WARWICK
 GV5615'RD.  0.50 MILE TO POINT NO. 127.
 GV5615'
 GV5615'CITY OF RICHMOND BENCH MARK NO. 506A, STANDARD HORIZONTAL CONTROL
 GV5615'CITY OF RICHMOND MONUMENT, PRE-CAST CONCRETE MONUMENT WITH BRONZE
 GV5615'PLUG IN CENTER, NO STAMPING ON MONUMENT, SET IN 8 INCHES CITY OF
 GV5615'RICHMOND CASTING, MONUMENT SET ABOUT 8 INCHES BELOW GROUND.
 GV5615'
 GV5615'16.0 FEET N.E. OF C/L OF WARWICK RD., 42.5 FEET S.E. OF C AND P POLE
 GV5615'NO. 3974B, 79.0 FEET S.E. OF THE S.E. CORNER OF HOUSE NO. 5616
 GV5615'WARWICK RD.
 GV5615'
 GV5615'NEAREST TOWN--RICHMOND.
 GV5615
 GV5615                          STATION RECOVERY (1995)
 GV5615
 GV5615'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5615'RECOVERED IN GOOD CONDITION.
 GV5615
 GV5615                          STATION RECOVERY (1999)
 GV5615
 GV5615'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5615'MARK NOT FOUND.
 GV5615
 GV5615                          STATION RECOVERY (2003)
 GV5615
 GV5615'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5615'MARK NOT FOUND.
 GV5615
 GV5615                          STATION RECOVERY (2005)
 GV5615
 GV5615'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1189 ***********************************************************************
 GV1189  DESIGNATION -  127 USGS
 GV1189  PID         -  GV1189
 GV1189  STATE/COUNTY-  VA/HANOVER
 GV1189  USGS QUAD   -  ASHLAND (1985)
 GV1189
 GV1189                         *CURRENT SURVEY CONTROL
 GV1189  ___________________________________________________________________
 GV1189* NAD 83(1986)-  37 51 34.     (N)    077 27 29.     (W)     SCALED    
 GV1189* NAVD 88     -        38.232  (meters)     125.43   (feet)  ADJUSTED  
 GV1189  ___________________________________________________________________
 GV1189  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GV1189  DYNAMIC HT  -          38.207 (meters)     125.35  (feet)  COMP
 GV1189  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 GV1189
 GV1189  VERT ORDER  -  FIRST     CLASS II
 GV1189
 GV1189.The horizontal coordinates were scaled from a topographic map and have
 GV1189.an estimated accuracy of +/- 6 seconds.
 GV1189
 GV1189.The orthometric height was determined by differential leveling
 GV1189.and adjusted by the National Geodetic Survey in June 1991..
 GV1189
 GV1189.The geoid height was determined by GEOID03.
 GV1189
 GV1189.The dynamic height is computed by dividing the NAVD 88
 GV1189.geopotential number by the normal gravity value computed on the
 GV1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1189.degrees latitude (g = 980.6199 gals.).
 GV1189
 GV1189.The modeled gravity was interpolated from observed gravity values.
 GV1189
 GV1189;                    North         East    Units  Estimated Accuracy
 GV1189;SPC VA S     - 1,169,870.    3,591,690.      MT  (+/- 180 meters Scaled)
 GV1189
 GV1189                          SUPERSEDED SURVEY CONTROL
 GV1189
 GV1189  NGVD 29 (??/??/??)   38.519  (m)          126.37   (f) ADJUSTED    1 2
 GV1189
 GV1189.Superseded values are not recommended for survey control.
 GV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1189.See file dsdata.txt to determine how the superseded data were derived.
 GV1189
 GV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG837930(NAD 83)
 GV1189_MARKER: P = PIPE CAP
 GV1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1189_STAMPING: 127.008
 GV1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1189+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1189
 GV1189  HISTORY     - Date     Condition        Report By
 GV1189  HISTORY     - UNK      MONUMENTED       USGS
 GV1189  HISTORY     - 1960     GOOD             CGS
 GV1189  HISTORY     - 1989     GOOD             USPSQD
 GV1189  HISTORY     - 19970222 GOOD             USPSQD
 GV1189  HISTORY     - 20020114 GOOD             USPSQD
 GV1189  HISTORY     - 20060218 GOOD             USPSQD
 GV1189
 GV1189                          STATION DESCRIPTION
 GV1189
 GV1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1189'AT DOSWELL.
 GV1189'AT DOSWELL, 72 YARDS NORTH-NORTHEAST OF THE CROSSING OF THE
 GV1189'CHESAPEAKE AND OHIO RAILROAD AND THE RICHMOND FREDERICKSBURG
 GV1189'AND POTOMAC RAILROAD, 40 1/2 FEET EAST OF THE EAST RAIL OF THE
 GV1189'NORTHBOUND TRACK OF R.F. AND P. RR., ACROSS THE TRACK (R.F. AND
 GV1189'P. RR.) FROM THE STATION, IN LINE WITH ROW OF PORCH COLUMNS IN
 GV1189'FRONT OF STATION, 3 FEET NORTHWEST OF A FENCE CORNER, ABOUT 8
 GV1189'FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP OF A
 GV1189'3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 GV1189
 GV1189                          STATION RECOVERY (1989)
 GV1189
 GV1189'RECOVERY NOTE BY US POWER SQUADRON 1989 (CE)
 GV1189'RECOVERED IN GOOD CONDITION.
 GV1189
 GV1189                          STATION RECOVERY (1997)
 GV1189
 GV1189'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1189'RECOVERED IN GOOD CONDITION.
 GV1189
 GV1189                          STATION RECOVERY (2002)
 GV1189
 GV1189'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1189'RECOVERED IN GOOD CONDITION.
 GV1189
 GV1189                          STATION RECOVERY (2006)
 GV1189
 GV1189'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1189' 
 GV1189' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3141 ***********************************************************************
 HV3141  DESIGNATION -  127.7 USGS
 HV3141  PID         -  HV3141
 HV3141  STATE/COUNTY-  VA/CAROLINE
 HV3141  USGS QUAD   -  GUINEA (1966)
 HV3141
 HV3141                         *CURRENT SURVEY CONTROL
 HV3141  ___________________________________________________________________
 HV3141* NAD 83(1986)-  38 08 22.     (N)    077 26 39.     (W)     SCALED    
 HV3141* NAVD 88     -        38.594  (meters)     126.62   (feet)  ADJUSTED  
 HV3141  ___________________________________________________________________
 HV3141  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3141  DYNAMIC HT  -          38.570 (meters)     126.54  (feet)  COMP
 HV3141  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 HV3141
 HV3141  VERT ORDER  -  SECOND    CLASS 0
 HV3141
 HV3141.The horizontal coordinates were scaled from a topographic map and have
 HV3141.an estimated accuracy of +/- 6 seconds.
 HV3141
 HV3141.The orthometric height was determined by differential leveling
 HV3141.and adjusted by the National Geodetic Survey in June 1991..
 HV3141
 HV3141.The geoid height was determined by GEOID03.
 HV3141
 HV3141.The dynamic height is computed by dividing the NAVD 88
 HV3141.geopotential number by the normal gravity value computed on the
 HV3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3141.degrees latitude (g = 980.6199 gals.).
 HV3141
 HV3141.The modeled gravity was interpolated from observed gravity values.
 HV3141
 HV3141;                    North         East    Units  Estimated Accuracy
 HV3141;SPC VA N     - 2,053,010.    3,592,560.      MT  (+/- 180 meters Scaled)
 HV3141
 HV3141                          SUPERSEDED SURVEY CONTROL
 HV3141
 HV3141  NGVD 29 (??/??/??)   38.898  (m)          127.62   (f) ADJUSTED    2 0
 HV3141
 HV3141.Superseded values are not recommended for survey control.
 HV3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3141.See file dsdata.txt to determine how the superseded data were derived.
 HV3141
 HV3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH858241(NAD 83)
 HV3141_MARKER: Q = CHISELED SQUARE
 HV3141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3141_SP_SET: BRIDGE
 HV3141_STAMPING: USBM 127.7
 HV3141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3141
 HV3141  HISTORY     - Date     Condition        Report By
 HV3141  HISTORY     - UNK      MONUMENTED       USGS
 HV3141  HISTORY     - 1960     GOOD             CGS
 HV3141  HISTORY     - 1970     GOOD             NGS
 HV3141  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3141  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV3141
 HV3141                          STATION DESCRIPTION
 HV3141
 HV3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3141'4.9 MI E FROM THORNBURG.
 HV3141'ABOUT 4.9 MILES EAST ALONG ROAD 606 FROM THE INTERSECTION OF
 HV3141'U.S. HIGHWAY 1 AT THORNBURG, 0.35 MILE SOUTHWEST OF HOPEWELL
 HV3141'CHURCH AT GUINEA, 1.35 MILES NORTHEAST OF THE JUNCTION OF ROAD
 HV3141'632 LEADING SOUTH, 0.1 MILE EAST OF A LARGE NARROW CONCRETE BRIDGE,
 HV3141'ON TOP AND WEST END OF THE SOUTH CONCRETE BANISTER OF A NARROW
 HV3141'20-FOOT CONCRETE BRIDGE, 0.8 FOOT EAST OF THE WEST END OF
 HV3141'BANISTER, 0.5 FOOT SOUTH OF NORTH EDGE OF SAME CONCRETE BANISTER,
 HV3141'6 1/2 FEET SOUTH OF THE CENTER LINE OF BRIDGE FLOOR, AND ABOUT
 HV3141'3 FEET ABOVE THE LEVEL OF BRIDGE FLOOR.
 HV3141
 HV3141                          STATION RECOVERY (1970)
 HV3141
 HV3141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HV3141'RECOVERED IN GOOD CONDITION.
 HV3141
 HV3141                          STATION RECOVERY (1999)
 HV3141
 HV3141'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3141'MARK NOT FOUND.
 HV3141
 HV3141                          STATION RECOVERY (2002)
 HV3141
 HV3141'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 HV3141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0977 ***********************************************************************
 GW0977  DESIGNATION -  1277.92
 GW0977  PID         -  GW0977
 GW0977  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0977  USGS QUAD   -  GOSHEN (1983)
 GW0977
 GW0977                         *CURRENT SURVEY CONTROL
 GW0977  ___________________________________________________________________
 GW0977* NAD 83(1986)-  37 55 50.     (N)    079 27 21.     (W)     SCALED    
 GW0977* NAVD 88     -       389.320  (meters)    1277.29   (feet)  ADJUSTED  
 GW0977  ___________________________________________________________________
 GW0977  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW0977  DYNAMIC HT  -         389.012 (meters)    1276.28  (feet)  COMP
 GW0977  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 GW0977
 GW0977  VERT ORDER  -  SECOND    CLASS 0
 GW0977
 GW0977.The horizontal coordinates were scaled from a topographic map and have
 GW0977.an estimated accuracy of +/- 6 seconds.
 GW0977
 GW0977.The orthometric height was determined by differential leveling
 GW0977.and adjusted by the National Geodetic Survey in June 1991..
 GW0977
 GW0977.The geoid height was determined by GEOID03.
 GW0977
 GW0977.The dynamic height is computed by dividing the NAVD 88
 GW0977.geopotential number by the normal gravity value computed on the
 GW0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0977.degrees latitude (g = 980.6199 gals.).
 GW0977
 GW0977.The modeled gravity was interpolated from observed gravity values.
 GW0977
 GW0977;                    North         East    Units  Estimated Accuracy
 GW0977;SPC VA S     - 1,177,680.    3,415,970.      MT  (+/- 180 meters Scaled)
 GW0977
 GW0977                          SUPERSEDED SURVEY CONTROL
 GW0977
 GW0977  NGVD 29 (??/??/92)  389.479  (m)         1277.82   (f) ADJ UNCH    2 0
 GW0977
 GW0977.Superseded values are not recommended for survey control.
 GW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0977.See file dsdata.txt to determine how the superseded data were derived.
 GW0977
 GW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB357992(NAD 83)
 GW0977_MARKER: Q = CHISELED SQUARE
 GW0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0977_SP_SET: WALL
 GW0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0977
 GW0977  HISTORY     - Date     Condition        Report By
 GW0977  HISTORY     - UNK      MONUMENTED       USGS
 GW0977  HISTORY     - 1935     GOOD             NGS
 GW0977
 GW0977                          STATION DESCRIPTION
 GW0977
 GW0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0977'4.2 MI NW FROM ROCKBRIDGE BATHS.
 GW0977'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 501 FROM THE HAYS
 GW0977'CREEK BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ON THE TOP
 GW0977'OF A WALL SURROUNDING THE MAURY MONUMENT, 2 FEET NORTHWEST OF
 GW0977'A SOUTH CORNER POST, AND 25 FEET NORTHEAST OF THE CENTER LINE OF
 GW0977'THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6036 ***********************************************************************
 GV6036  DESIGNATION -  128
 GV6036  PID         -  GV6036
 GV6036  STATE/COUNTY-  VA/YORK
 GV6036  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6036
 GV6036                         *CURRENT SURVEY CONTROL
 GV6036  ___________________________________________________________________
 GV6036* NAD 83(1993)-  37 05 36.29757(N)    076 25 30.08616(W)     ADJUSTED  
 GV6036* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 GV6036  ___________________________________________________________________
 GV6036  X           -   1,195,586.229 (meters)                     COMP
 GV6036  Y           -  -4,951,422.163 (meters)                     COMP
 GV6036  Z           -   3,825,648.866 (meters)                     COMP
 GV6036  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 GV6036  ELLIP HEIGHT-         -31.16  (meters)          (06/04/02) GPS OBS
 GV6036  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 GV6036
 GV6036  HORZ ORDER  -  SECOND
 GV6036  ELLP ORDER  -  FOURTH    CLASS II
 GV6036
 GV6036.The horizontal coordinates were established by GPS observations
 GV6036.and adjusted by the National Geodetic Survey in September 1995..
 GV6036
 GV6036.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6036
 GV6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6036
 GV6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6036
 GV6036.The ellipsoidal height was determined by GPS observations
 GV6036.and is referenced to NAD 83.
 GV6036
 GV6036.The geoid height was determined by GEOID03.
 GV6036
 GV6036;                    North         East     Units Scale Factor Converg.
 GV6036;SPC VA S     - 1,086,376.726 3,684,448.068   MT  0.99995678   +1 15 33.7
 GV6036;SPC VA S     - 3,564,220.98 12,088,060.04   sFT  0.99995678   +1 15 33.7
 GV6036;UTM  18      - 4,106,185.335   373,358.663   MT  0.99979757   -0 51 34.4
 GV6036
 GV6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6036!SPC VA S     -   1.00000489  x   0.99995678  =   0.99996167
 GV6036!UTM  18      -   1.00000489  x   0.99979757  =   0.99980246
 GV6036
 GV6036                          SUPERSEDED SURVEY CONTROL
 GV6036
 GV6036  ELLIP H (09/08/95)  -31.09   (m)                       GP(       ) 4 2
 GV6036  NAD 83(1986)-  37 05 36.30734(N)    076 25 30.11863(W) AD(       ) 2
 GV6036  NGVD 29 (12/05/90)    5.5    (m)           18.     (f) GPS OBS        
 GV6036
 GV6036.Superseded values are not recommended for survey control.
 GV6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6036.See file dsdata.txt to determine how the superseded data were derived.
 GV6036
 GV6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7335906185(NAD 83)
 GV6036_MARKER: DD = SURVEY DISK
 GV6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6036_SP_SET: CONCRETE POST
 GV6036_STAMPING: STATION NO. 128
 GV6036_MARK LOGO: VA-199
 GV6036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6036+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6036
 GV6036  HISTORY     - Date     Condition        Report By
 GV6036  HISTORY     - 1988     MONUMENTED       BSC
 GV6036
 GV6036                          STATION DESCRIPTION
 GV6036
 GV6036'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6036'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6036'STATION FROM THE INTERSECTION OF ROUTES 134 (HAMPTON HIGHWAY) AND 171
 GV6036'(VICTORY BOULEVARD), PROCEED SOUTHEASTERLY ALONG ROUTE 134 FOR
 GV6036'APPROXIMATELY 2.5 KM (1.55 MI) TO THE JUNCTION WITH ROUTE 600 (BIG
 GV6036'BETHEL ROAD).  TURN RIGHT AND CONTINUE SOUTH ALONG ROUTE 600 FOR
 GV6036'APPROXIMATELY 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT JUST PAST
 GV6036'THE INTERSECTION WITH FIRST AVENUE.
 GV6036'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6036'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 5.03 M
 GV6036'(16.5 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT OF ROUTE 600 (BIG
 GV6036'BETHEL ROAD), 3.51 M (11.5 FT) WEST OF UTILITY POLE TH-34, 9.45 M
 GV6036'(31.0 FT) NORTH OF THE END OF THE GUARDRAIL.  LOCATION OF REFERENCE
 GV6036'MARKS RELATIVE TO THE MAIN STATION
 GV6036'BEARING             DISTANCE
 GV6036'RM 1    S24 17 32W       36.77 M (120.6 FT)
 GV6036'RM 2    N74 02 32W       19.93 M (65.4 FT)
 GV6036'RM 3    N31 01 59W       283.79 M (931.1 FT)
 GV6036'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6036'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6036'1.IT IS LOCATED 4.88 M (16.0 FT) SOUTHWEST OF THE EDGE OF THE PAVEMENT
 GV6036'OF ROUTE 600 (BIG BETHEL ROAD), 12.95 M (42.5 FT) NORTHWEST OF UTILITY
 GV6036'POLE TH-00.
 GV6036'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6036'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6036'2.  IT IS LOCATED 5.03 M (16.5 FT) SOUTHWEST OF THE EDGE OF THE
 GV6036'PAVEMENT OF ROUTE 600 (BIG BETHEL ROAD), 1.83 M (6.0 FT) WEST OF THE
 GV6036'END OF THE STEEL GUARDRAIL.
 GV6036'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6036'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6036'3.  IT IS LOCATED 2.29 M (7.5 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6036'ROUTE 600 (BIG BETHEL ROAD), 1.22 M (4.0 FT) WEST OF THE 1.83 M
 GV6036'(6.0 FT) CHAIN LINK FENCE TOPPED WITH BARBED WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5628 ***********************************************************************
 GV5628  DESIGNATION -  128 C OF R 1972
 GV5628  PID         -  GV5628
 GV5628  STATE/COUNTY-  VA/C OF RICHMOND
 GV5628  USGS QUAD   -  CHESTERFIELD (1994)
 GV5628
 GV5628                         *CURRENT SURVEY CONTROL
 GV5628  ___________________________________________________________________
 GV5628* NAD 83(1993)-  37 29 48.81089(N)    077 30 02.37595(W)     ADJUSTED  
 GV5628* NAVD 88     -        66.82   (+/-2cm)     219.2    (feet)  VERTCON   
 GV5628  ___________________________________________________________________
 GV5628  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5628  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV5628
 GV5628  HORZ ORDER  -  SECOND
 GV5628  VERT ORDER  -  THIRD ? (See Below)
 GV5628
 GV5628.The horizontal coordinates were established by classical geodetic methods
 GV5628.and adjusted by the National Geodetic Survey in September 1995..
 GV5628
 GV5628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5628.The vertical order pertains to the NGVD 29 superseded value.
 GV5628
 GV5628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5628
 GV5628.The geoid height was determined by GEOID03.
 GV5628
 GV5628;                    North         East     Units Scale Factor Converg.
 GV5628;SPC VA S     - 1,129,594.006 3,588,364.496   MT  0.99994794   +0 36 23.5
 GV5628;SPC VA S     - 3,706,009.67 11,772,825.85   sFT  0.99994794   +0 36 23.5
 GV5628;UTM  18      - 4,152,934.089   278,938.974   MT  1.00020198   -1 31 22.1
 GV5628
 GV5628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5628!SPC VA S     -   0.99999469  x   0.99994794  =   0.99994263
 GV5628!UTM  18      -   0.99999469  x   1.00020198  =   1.00019667
 GV5628
 GV5628|---------------------------------------------------------------------|
 GV5628| PID    Reference Object                     Distance      Geod. Az  |
 GV5628|                                                           dddmmss.s |
 GV5628| GV5615 127 C OF R 1972                     286.990 METERS 09435     |
 GV5628| GV5635 129 C OF R 1972                     APPROX. 0.6 KM 2772348.2 |
 GV5628|---------------------------------------------------------------------|
 GV5628
 GV5628                          SUPERSEDED SURVEY CONTROL
 GV5628
 GV5628  NAD 83(1993)-  37 29 48.81087(N)    077 30 02.37594(W) AD(       ) 2
 GV5628  NAD 83(1986)-  37 29 48.81716(N)    077 30 02.39267(W) AD(       ) 2
 GV5628  NAD 27      -  37 29 48.28620(N)    077 30 03.44418(W) AD(       ) 2
 GV5628  NGVD 29 (07/19/86)   67.13   (m)          220.2    (f) LEVELING    3  
 GV5628
 GV5628.Superseded values are not recommended for survey control.
 GV5628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5628.See file dsdata.txt to determine how the superseded data were derived.
 GV5628
 GV5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7893952934(NAD 83)
 GV5628_MARKER: Z = SEE DESCRIPTION
 GV5628_SETTING: 0 = UNSPECIFIED SETTING
 GV5628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5628
 GV5628  HISTORY     - Date     Condition        Report By
 GV5628  HISTORY     - 1972     MONUMENTED       VA2060
 GV5628  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5628  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5628  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5628  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5628
 GV5628                          STATION DESCRIPTION
 GV5628
 GV5628'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5628'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5628'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5628'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5628'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON WARWICK
 GV5628'RD.  0.70 MILE TO POINT NO. 128.
 GV5628'
 GV5628'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5628'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5628'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5628'ABOUT 8 INCHES BELOW GROUND.
 GV5628'
 GV5628'16.5 FEET S. OF C/L OF WARWICK RD., 41.5 FEET N. OF 12 INCHES OAK
 GV5628'TREE, 8.1 FEET E. OF IRON PROP. CORNER PIN, 28.2 FEET W. OF VEPCO
 GV5628'POLE NO. 47242.
 GV5628'
 GV5628'NEAREST TOWN--RICHMOND.
 GV5628
 GV5628                          STATION RECOVERY (1995)
 GV5628
 GV5628'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5628'MARK NOT FOUND.
 GV5628
 GV5628                          STATION RECOVERY (1999)
 GV5628
 GV5628'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5628'MARK NOT FOUND.
 GV5628
 GV5628                          STATION RECOVERY (2003)
 GV5628
 GV5628'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5628'MARK NOT FOUND.
 GV5628
 GV5628                          STATION RECOVERY (2005)
 GV5628
 GV5628'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1012 ***********************************************************************
 GV1012  DESIGNATION -  128 USGS
 GV1012  PID         -  GV1012
 GV1012  STATE/COUNTY-  VA/RICHMOND
 GV1012  USGS QUAD   -  HAYNESVILLE (1981)
 GV1012
 GV1012                         *CURRENT SURVEY CONTROL
 GV1012  ___________________________________________________________________
 GV1012* NAD 83(1986)-  37 53 58.     (N)    076 40 48.     (W)     SCALED    
 GV1012* NAVD 88     -        38.389  (meters)     125.95   (feet)  ADJUSTED  
 GV1012  ___________________________________________________________________
 GV1012  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GV1012  DYNAMIC HT  -          38.363 (meters)     125.86  (feet)  COMP
 GV1012  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 GV1012
 GV1012  VERT ORDER  -  SECOND    CLASS 0
 GV1012
 GV1012.The horizontal coordinates were scaled from a topographic map and have
 GV1012.an estimated accuracy of +/- 6 seconds.
 GV1012
 GV1012.The orthometric height was determined by differential leveling
 GV1012.and adjusted by the National Geodetic Survey in June 1991..
 GV1012
 GV1012.The geoid height was determined by GEOID03.
 GV1012
 GV1012.The dynamic height is computed by dividing the NAVD 88
 GV1012.geopotential number by the normal gravity value computed on the
 GV1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1012.degrees latitude (g = 980.6199 gals.).
 GV1012
 GV1012.The modeled gravity was interpolated from observed gravity values.
 GV1012
 GV1012;                    North         East    Units  Estimated Accuracy
 GV1012;SPC VA S     - 1,175,350.    3,660,060.      MT  (+/- 180 meters Scaled)
 GV1012
 GV1012                          SUPERSEDED SURVEY CONTROL
 GV1012
 GV1012  NGVD 29 (05/17/90)   38.633  (m)          126.75   (f) ADJUSTED    2 0
 GV1012
 GV1012.Superseded values are not recommended for survey control.
 GV1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1012.See file dsdata.txt to determine how the superseded data were derived.
 GV1012
 GV1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG522959(NAD 83)
 GV1012_MARKER: P = PIPE CAP
 GV1012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1012_STAMPING: 128 1916
 GV1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1012
 GV1012  HISTORY     - Date     Condition        Report By
 GV1012  HISTORY     - 1944     MONUMENTED       CGS
 GV1012  HISTORY     - 1961     GOOD             CGS
 GV1012  HISTORY     - 1963     GOOD             CGS
 GV1012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1012  HISTORY     - 19940207 MARK NOT FOUND   USPSQD
 GV1012  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1012  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1012
 GV1012                          STATION DESCRIPTION
 GV1012
 GV1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV1012'AT THE POST OFFICE AT EMMERTON, 12.0 FT. SOUTHEAST OF THE WEST
 GV1012'CORNER, 1.7 FT. SOUTHWEST OF THE SOUTHWEST WALL, AND 1.2 FT.
 GV1012'NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE FLOOR.  THE STATION
 GV1012'IS A U.S.G.S. BENCH MARK CAP RIVETED ON TOP OF A METAL PIPE, SET
 GV1012'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GV1012
 GV1012                          STATION RECOVERY (1961)
 GV1012
 GV1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1012'AT EMMERTON.
 GV1012'AT EMMERTON, RICHMOND COUNTY, ON STATE HIGHWAY 3, AT THE POST
 GV1012'OFFICE, 12 FEET SOUTHEAST OF THE WEST CORNER, 1.7 FEET SOUTHWEST
 GV1012'OF THE SOUTHWEST WALL OF THE BUILDING, AND 1.2 FEET NORTHWEST OF
 GV1012'THE NORTHWEST EDGE OF A CONCRETE FLOOR.  A UNITED STATES GEOLOGICAL
 GV1012'SURVEY STANDARD CAP, STAMPED 128 1916 AND RIVETED ON THE TOP OF A
 GV1012'3-1/2-INCH IRON PIPE FLUSH WITH THE GROUND.  THE MARK IS ON THE
 GV1012'NE CORNER OF HWYS 3 AND 619, 300 FT S OF PRESENT POST OFFICE.
 GV1012'NOTE-- IT WAS REPORTED IN JUNE 1943 THAT THE NUMBERS 1916 HAVE
 GV1012'WORN OFF THE CAP.
 GV1012
 GV1012                          STATION RECOVERY (1963)
 GV1012
 GV1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV1012'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GV1012'CONDITION.  THE BUILDING IS NOW VACANT.
 GV1012
 GV1012                          STATION RECOVERY (1989)
 GV1012
 GV1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1012'MARK NOT FOUND.
 GV1012
 GV1012                          STATION RECOVERY (1994)
 GV1012
 GV1012'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1012'MARK NOT FOUND.
 GV1012
 GV1012                          STATION RECOVERY (1999)
 GV1012
 GV1012'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1012'MARK NOT FOUND.
 GV1012
 GV1012                          STATION RECOVERY (2003)
 GV1012
 GV1012'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1714 ***********************************************************************
 GV1714  DESIGNATION -  128 USGS
 GV1714  PID         -  GV1714
 GV1714  STATE/COUNTY-  VA/NEW KENT
 GV1714  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1714
 GV1714                         *CURRENT SURVEY CONTROL
 GV1714  ___________________________________________________________________
 GV1714* NAD 83(1986)-  37 28 11.     (N)    077 02 00.     (W)     SCALED    
 GV1714* NAVD 88     -        38.553  (meters)     126.49   (feet)  ADJUSTED  
 GV1714  ___________________________________________________________________
 GV1714  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 GV1714  DYNAMIC HT  -          38.526 (meters)     126.40  (feet)  COMP
 GV1714  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 GV1714
 GV1714  VERT ORDER  -  SECOND    CLASS 0
 GV1714
 GV1714.The horizontal coordinates were scaled from a topographic map and have
 GV1714.an estimated accuracy of +/- 6 seconds.
 GV1714
 GV1714.The orthometric height was determined by differential leveling
 GV1714.and adjusted by the National Geodetic Survey in June 1991..
 GV1714
 GV1714.The geoid height was determined by GEOID03.
 GV1714
 GV1714.The dynamic height is computed by dividing the NAVD 88
 GV1714.geopotential number by the normal gravity value computed on the
 GV1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1714.degrees latitude (g = 980.6199 gals.).
 GV1714
 GV1714.The modeled gravity was interpolated from observed gravity values.
 GV1714
 GV1714;                    North         East    Units  Estimated Accuracy
 GV1714;SPC VA S     - 1,127,120.    3,629,730.      MT  (+/- 180 meters Scaled)
 GV1714
 GV1714                          SUPERSEDED SURVEY CONTROL
 GV1714
 GV1714  NGVD 29 (??/??/??)   38.891  (m)          127.59   (f) ADJUSTED    2 0
 GV1714
 GV1714.Superseded values are not recommended for survey control.
 GV1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1714.See file dsdata.txt to determine how the superseded data were derived.
 GV1714
 GV1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG201489(NAD 83)
 GV1714_MARKER: P = PIPE CAP
 GV1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1714_STAMPING: VA 128 1917
 GV1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1714+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1714
 GV1714  HISTORY     - Date     Condition        Report By
 GV1714  HISTORY     - 1917     MONUMENTED       USGS
 GV1714  HISTORY     - 1961     GOOD             CGS
 GV1714  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1714  HISTORY     - 20001216 GOOD             USPSQD
 GV1714  HISTORY     - 20010303 GOOD             NGS
 GV1714  HISTORY     - 20050303 GOOD             USPSQD
 GV1714
 GV1714                          STATION DESCRIPTION
 GV1714
 GV1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1714'2.2 MI N FROM PROVIDENCE FORGE.
 GV1714'2.2 MILES NORTH ALONG SECONDARY STATE HIGHWAY 608 FROM THE
 GV1714'JUNCTION OF U.S. HIGHWAY 60 AT PROVIDENCE FORGE, AT A ROAD
 GV1714'INTERSECTION, 42 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 GV1714'MAIN ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 GV1714'100 FEET WEST OF A TELEPHONE POLE, 1 FOOT EAST OF A WHITE WOODEN
 GV1714'WITNESS POST, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GV1714'NOTE-- THE POLE MENTIONED IN DESCRIPTION IS NO. 311.
 GV1714
 GV1714                          STATION RECOVERY (1996)
 GV1714
 GV1714'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1714'MARK NOT FOUND.
 GV1714
 GV1714                          STATION RECOVERY (2000)
 GV1714
 GV1714'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1714'RECOVERED IN GOOD CONDITION.
 GV1714
 GV1714                          STATION RECOVERY (2001)
 GV1714
 GV1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1714'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1714
 GV1714                          STATION RECOVERY (2005)
 GV1714
 GV1714'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3482 ***********************************************************************
 GV3482  DESIGNATION -  128 USGS RESET 1977
 GV3482  PID         -  GV3482
 GV3482  STATE/COUNTY-  VA/RICHMOND
 GV3482  USGS QUAD   -  HAYNESVILLE (1981)
 GV3482
 GV3482                         *CURRENT SURVEY CONTROL
 GV3482  ___________________________________________________________________
 GV3482* NAD 83(1986)-  37 53 57.     (N)    076 40 48.     (W)     SCALED    
 GV3482* NAVD 88     -        38.54   (meters)     126.4    (feet)  RESET     
 GV3482  ___________________________________________________________________
 GV3482  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GV3482
 GV3482  VERT ORDER  -  THIRD
 GV3482
 GV3482.The horizontal coordinates were scaled from a topographic map and have
 GV3482.an estimated accuracy of +/- 6 seconds.
 GV3482
 GV3482.The orthometric height was computed from unverified reset data.
 GV3482.No vertical observational check was made to the station.
 GV3482
 GV3482.The geoid height was determined by GEOID03.
 GV3482
 GV3482;                    North         East    Units  Estimated Accuracy
 GV3482;SPC VA S     - 1,175,320.    3,660,060.      MT  (+/- 180 meters Scaled)
 GV3482
 GV3482                          SUPERSEDED SURVEY CONTROL
 GV3482
 GV3482  NGVD 29 (??/??/??)   38.82   (m)          127.4    (f) RESET       3  
 GV3482
 GV3482.Superseded values are not recommended for survey control.
 GV3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3482.See file dsdata.txt to determine how the superseded data were derived.
 GV3482
 GV3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG522959(NAD 83)
 GV3482_MARKER: DD = SURVEY DISK
 GV3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3482_STAMPING: 128 USGS RESET 1977
 GV3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3482+STABILITY: SURFACE MOTION
 GV3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3482+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV3482
 GV3482  HISTORY     - Date     Condition        Report By
 GV3482  HISTORY     - 1977     MONUMENTED       NGS
 GV3482  HISTORY     - 19940207 GOOD             USPSQD
 GV3482  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV3482  HISTORY     - 20031029 GOOD             USPSQD
 GV3482  HISTORY     - 20051130 GOOD             USPSQD
 GV3482
 GV3482                          STATION DESCRIPTION
 GV3482
 GV3482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GV3482'AT EMMERTON.
 GV3482'AT EMMERTON, RICHMOND COUNTY, AT THE JERUSALEM BAPTIST CHURCH, 109
 GV3482'FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY 3, 11 FEET SOUTH LANE
 GV3482'TO PARSONAGE, 10 FEET NORTHWEST OF SOUTHEAST END OF SIDEWALK AND
 GV3482'1 FOOT NORTHEAST OF A CONCRETE SIDEWALK.
 GV3482
 GV3482                          STATION RECOVERY (1994)
 GV3482
 GV3482'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3482'RECOVERED IN GOOD CONDITION.
 GV3482
 GV3482                          STATION RECOVERY (1999)
 GV3482
 GV3482'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3482'MARK NOT FOUND.
 GV3482
 GV3482                          STATION RECOVERY (2003)
 GV3482
 GV3482'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV3482'RECOVERED IN GOOD CONDITION.
 GV3482
 GV3482                          STATION RECOVERY (2005)
 GV3482
 GV3482'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV3482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0685 ***********************************************************************
 HW0685  DESIGNATION -  1284.28
 HW0685  PID         -  HW0685
 HW0685  STATE/COUNTY-  VA/AUGUSTA
 HW0685  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0685
 HW0685                         *CURRENT SURVEY CONTROL
 HW0685  ___________________________________________________________________
 HW0685* NAD 83(1986)-  38 04 42.     (N)    078 52 13.     (W)     SCALED    
 HW0685* NAVD 88     -       391.729  (meters)    1285.20   (feet)  ADJUSTED  
 HW0685  ___________________________________________________________________
 HW0685  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW0685  DYNAMIC HT  -         391.430 (meters)    1284.22  (feet)  COMP
 HW0685  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 HW0685
 HW0685  VERT ORDER  -  SECOND    CLASS 0
 HW0685
 HW0685.The horizontal coordinates were scaled from a topographic map and have
 HW0685.an estimated accuracy of +/- 6 seconds.
 HW0685
 HW0685.The orthometric height was determined by differential leveling
 HW0685.and adjusted by the National Geodetic Survey in June 1991..
 HW0685
 HW0685.The geoid height was determined by GEOID03.
 HW0685
 HW0685.The dynamic height is computed by dividing the NAVD 88
 HW0685.geopotential number by the normal gravity value computed on the
 HW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0685.degrees latitude (g = 980.6199 gals.).
 HW0685
 HW0685.The modeled gravity was interpolated from observed gravity values.
 HW0685
 HW0685;                    North         East    Units  Estimated Accuracy
 HW0685;SPC VA N     - 2,045,760.    3,467,510.      MT  (+/- 180 meters Scaled)
 HW0685
 HW0685                          SUPERSEDED SURVEY CONTROL
 HW0685
 HW0685  NGVD 29 (??/??/92)  391.909  (m)         1285.79   (f) ADJ UNCH    2 0
 HW0685
 HW0685.Superseded values are not recommended for survey control.
 HW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0685.See file dsdata.txt to determine how the superseded data were derived.
 HW0685
 HW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC867166(NAD 83)
 HW0685_MARKER: Q = CHISELED SQUARE
 HW0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0685_SP_SET: ABUTMENT
 HW0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0685
 HW0685  HISTORY     - Date     Condition        Report By
 HW0685  HISTORY     - UNK      MONUMENTED       USGS
 HW0685  HISTORY     - 1935     GOOD             NGS
 HW0685  HISTORY     - 1942     GOOD             NGS
 HW0685
 HW0685                          STATION DESCRIPTION
 HW0685
 HW0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0685'AT WAYNESBORO.
 HW0685'AT WAYNESBORO, AUGUSTA COUNTY, ON THE NORFOLK AND WESTERN
 HW0685'RAILWAY, ABOUT 2,290 FEET NORTH OF MILEPOST 143, AT TRESTLE 473,
 HW0685'ON THE TOP OF THE SOUTH CONCRETE ABUTMENT, 6 INCHES SOUTH OF RV
 HW0685'2, DESCRIBED ABOVE, AND 24 FEET EAST OF THE CENTER LINE OF THE
 HW0685'TRACK.  A CHISELED SQUARE.
 HW0685
 HW0685                          STATION RECOVERY (1942)
 HW0685
 HW0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6037 ***********************************************************************
 GV6037  DESIGNATION -  129
 GV6037  PID         -  GV6037
 GV6037  STATE/COUNTY-  VA/YORK
 GV6037  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6037
 GV6037                         *CURRENT SURVEY CONTROL
 GV6037  ___________________________________________________________________
 GV6037* NAD 83(1993)-  37 06 24.72267(N)    076 27 21.80509(W)     ADJUSTED  
 GV6037* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 GV6037  ___________________________________________________________________
 GV6037  X           -   1,192,694.379 (meters)                     COMP
 GV6037  Y           -  -4,951,197.890 (meters)                     COMP
 GV6037  Z           -   3,826,842.889 (meters)                     COMP
 GV6037  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 GV6037  ELLIP HEIGHT-         -25.57  (meters)          (06/04/02) GPS OBS
 GV6037  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 GV6037
 GV6037  HORZ ORDER  -  SECOND
 GV6037  ELLP ORDER  -  FOURTH    CLASS II
 GV6037
 GV6037.The horizontal coordinates were established by GPS observations
 GV6037.and adjusted by the National Geodetic Survey in September 1995..
 GV6037
 GV6037.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6037
 GV6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6037
 GV6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6037
 GV6037.The ellipsoidal height was determined by GPS observations
 GV6037.and is referenced to NAD 83.
 GV6037
 GV6037.The geoid height was determined by GEOID03.
 GV6037
 GV6037;                    North         East     Units Scale Factor Converg.
 GV6037;SPC VA S     - 1,087,808.962 3,681,657.607   MT  0.99995569   +1 14 25.9
 GV6037;SPC VA S     - 3,568,919.90 12,078,905.00   sFT  0.99995569   +1 14 25.9
 GV6037;UTM  18      - 4,107,719.533   370,623.490   MT  0.99980620   -0 52 42.8
 GV6037
 GV6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6037!SPC VA S     -   1.00000401  x   0.99995569  =   0.99995970
 GV6037!UTM  18      -   1.00000401  x   0.99980620  =   0.99981021
 GV6037
 GV6037                          SUPERSEDED SURVEY CONTROL
 GV6037
 GV6037  ELLIP H (09/08/95)  -25.49   (m)                       GP(       ) 4 2
 GV6037  NAD 83(1986)-  37 06 24.73241(N)    076 27 21.83741(W) AD(       ) 2
 GV6037  NGVD 29 (12/05/90)   11.0    (m)           36.     (f) GPS OBS        
 GV6037
 GV6037.Superseded values are not recommended for survey control.
 GV6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6037.See file dsdata.txt to determine how the superseded data were derived.
 GV6037
 GV6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7062307720(NAD 83)
 GV6037_MARKER: DD = SURVEY DISK
 GV6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6037_SP_SET: CONCRETE POST
 GV6037_STAMPING: STATION NO. 129
 GV6037_MARK LOGO: VA-199
 GV6037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6037+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6037
 GV6037  HISTORY     - Date     Condition        Report By
 GV6037  HISTORY     - 1988     MONUMENTED       BSC
 GV6037
 GV6037                          STATION DESCRIPTION
 GV6037
 GV6037'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6037'THIS STATION IS SITUATED IN YORK COUNTY, VIRGINIA.  TO REACH THE
 GV6037'STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE WASHINGTON
 GV6037'HIGHWAY) AND 171 (VICTORY BOULEVARD), PROCEED SOUTH ALONG U.S. ROUTE
 GV6037'17 FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT.
 GV6037'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6037'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 6.10 M
 GV6037'(20.0 FT) EAST OF THE EDGE OF THE CONCRETE PAVEMENT OF THE NORTHBOUND
 GV6037'LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 5.94 M (19.5 FT) NORTH
 GV6037'OF THE CENTER LINE OF GORDON LANE (PRIVATE GRAVEL ROAD).  LOCATION OF
 GV6037'REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6037'BEARING             DISTANCE
 GV6037'RM 1    N08 55 26E       43.15 M (141.6 FT)
 GV6037'RM 2    S84 09 03W       39.01 M (128.0 FT)
 GV6037'RM 3    S20 07 41W       24.68 M (81.0 FT)
 GV6037'STATION 130    S16 11 40W       802.72 M (2633.6 FT)
 GV6037'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6037'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6037'1.IT IS LOCATED 3.20 M (10.5 FT) EAST OF THE EDGE OF THE CONCRETE
 GV6037'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON
 GV6037'HIGHWAY), 11.13 M (36.5 FT) SOUTHWEST OF UTILITY POLE BC-11.
 GV6037'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6037'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6037'2.  IT IS LOCATED OPPOSITE STATION 129, 2.74 M (9.0 FT) NORTHEAST OF
 GV6037'UTILITY POLE AD-81.
 GV6037'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6037'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6037'3.  IT IS LOCATED 3.66 M (12.0 FT) EAST OF THE EDGE OF THE CONCRETE
 GV6037'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON
 GV6037'HIGHWAY), 17.68 M (58.0 FT) SOUTH OF THE CENTER LINE OF GORDON LANE
 GV6037'(PRIVATE GRAVEL ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5635 ***********************************************************************
 GV5635  DESIGNATION -  129 C OF R 1972
 GV5635  PID         -  GV5635
 GV5635  STATE/COUNTY-  VA/C OF RICHMOND
 GV5635  USGS QUAD   -  CHESTERFIELD (1994)
 GV5635
 GV5635                         *CURRENT SURVEY CONTROL
 GV5635  ___________________________________________________________________
 GV5635* NAD 83(1993)-  37 29 51.42078(N)    077 30 27.61589(W)     ADJUSTED  
 GV5635* NAVD 88     -        70.39   (+/-2cm)     230.9    (feet)  VERTCON   
 GV5635  ___________________________________________________________________
 GV5635  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5635  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV5635
 GV5635  HORZ ORDER  -  SECOND
 GV5635  VERT ORDER  -  THIRD ? (See Below)
 GV5635
 GV5635.The horizontal coordinates were established by classical geodetic methods
 GV5635.and adjusted by the National Geodetic Survey in September 1995..
 GV5635
 GV5635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5635.The vertical order pertains to the NGVD 29 superseded value.
 GV5635
 GV5635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5635
 GV5635.The geoid height was determined by GEOID03.
 GV5635
 GV5635;                    North         East     Units Scale Factor Converg.
 GV5635;SPC VA S     - 1,129,667.920 3,587,743.733   MT  0.99994797   +0 36 08.2
 GV5635;SPC VA S     - 3,706,252.17 11,770,789.23   sFT  0.99994797   +0 36 08.2
 GV5635;UTM  18      - 4,153,031.041   278,321.227   MT  1.00020535   -1 31 37.6
 GV5635
 GV5635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5635!SPC VA S     -   0.99999413  x   0.99994797  =   0.99994210
 GV5635!UTM  18      -   0.99999413  x   1.00020535  =   1.00019948
 GV5635
 GV5635|---------------------------------------------------------------------|
 GV5635| PID    Reference Object                     Distance      Geod. Az  |
 GV5635|                                                           dddmmss.s |
 GV5635| GV5633 158 C OF R 1973                     134.940 METERS 08437     |
 GV5635| GV5628 128 C OF R 1972                     APPROX. 0.6 KM 0972332.9 |
 GV5635| GV5637 130 C OF R 1972                     400.304 METERS 3121525.7 |
 GV5635|---------------------------------------------------------------------|
 GV5635
 GV5635                          SUPERSEDED SURVEY CONTROL
 GV5635
 GV5635  NAD 83(1993)-  37 29 51.42077(N)    077 30 27.61589(W) AD(       ) 2
 GV5635  NAD 83(1986)-  37 29 51.42705(N)    077 30 27.63261(W) AD(       ) 2
 GV5635  NAD 27      -  37 29 50.89580(N)    077 30 28.68328(W) AD(       ) 2
 GV5635  NGVD 29 (07/19/86)   70.70   (m)          232.0    (f) LEVELING    3  
 GV5635
 GV5635.Superseded values are not recommended for survey control.
 GV5635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5635.See file dsdata.txt to determine how the superseded data were derived.
 GV5635
 GV5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7832153031(NAD 83)
 GV5635_MARKER: Z = SEE DESCRIPTION
 GV5635_SETTING: 0 = UNSPECIFIED SETTING
 GV5635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5635
 GV5635  HISTORY     - Date     Condition        Report By
 GV5635  HISTORY     - 1972     MONUMENTED       VA2060
 GV5635  HISTORY     - 19951117 GOOD             USPSQD
 GV5635  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5635  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5635  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5635
 GV5635                          STATION DESCRIPTION
 GV5635
 GV5635'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5635'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5635'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5635'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5635'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON WARWICK
 GV5635'RD. 1.00 MILE TO POINT NO. 129.
 GV5635'
 GV5635'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5635'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5635'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5635'ABOUT 6 INCHES BELOW GROUND.
 GV5635'
 GV5635'80.0 FEET S.W. OF C/L OF WARWICK RD., 19.3 FEET S.E. OF C/L OF KAKI
 GV5635'DR., 33.0 FEET N.W. OF N.E. CORNER OF 1-STORY SHINGLE HOUSE, 28.1
 GV5635'FEET N.E. OF 12 INCHES C.M. PIPE UNDER PRIVATE ENTRANCE.
 GV5635'
 GV5635'NEAREST TOWN--RICHMOND.
 GV5635
 GV5635                          STATION RECOVERY (1995)
 GV5635
 GV5635'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5635'RECOVERED IN GOOD CONDITION.
 GV5635
 GV5635                          STATION RECOVERY (1999)
 GV5635
 GV5635'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5635'MARK NOT FOUND.
 GV5635
 GV5635                          STATION RECOVERY (2003)
 GV5635
 GV5635'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5635'MARK NOT FOUND.
 GV5635
 GV5635                          STATION RECOVERY (2005)
 GV5635
 GV5635'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1152 ***********************************************************************
 HW1152  DESIGNATION -  1296.97
 HW1152  PID         -  HW1152
 HW1152  STATE/COUNTY-  VA/ROCKINGHAM
 HW1152  USGS QUAD   -  FULKS RUN (1994)
 HW1152
 HW1152                         *CURRENT SURVEY CONTROL
 HW1152  ___________________________________________________________________
 HW1152* NAD 83(1986)-  38 43 33.     (N)    078 55 03.     (W)     SCALED    
 HW1152* NAVD 88     -       395.405  (meters)    1297.26   (feet)  ADJUSTED  
 HW1152  ___________________________________________________________________
 HW1152  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW1152  DYNAMIC HT  -         395.126 (meters)    1296.34  (feet)  COMP
 HW1152  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 HW1152
 HW1152  VERT ORDER  -  SECOND    CLASS 0
 HW1152
 HW1152.The horizontal coordinates were scaled from a topographic map and have
 HW1152.an estimated accuracy of +/- 6 seconds.
 HW1152
 HW1152.The orthometric height was determined by differential leveling
 HW1152.and adjusted by the National Geodetic Survey in June 1991..
 HW1152
 HW1152.The geoid height was determined by GEOID03.
 HW1152
 HW1152.The dynamic height is computed by dividing the NAVD 88
 HW1152.geopotential number by the normal gravity value computed on the
 HW1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1152.degrees latitude (g = 980.6199 gals.).
 HW1152
 HW1152.The modeled gravity was interpolated from observed gravity values.
 HW1152
 HW1152;                    North         East    Units  Estimated Accuracy
 HW1152;SPC VA N     - 2,117,650.    3,463,700.      MT  (+/- 180 meters Scaled)
 HW1152
 HW1152                          SUPERSEDED SURVEY CONTROL
 HW1152
 HW1152  NGVD 29 (??/??/92)  395.543  (m)         1297.71   (f) ADJ UNCH    2 0
 HW1152
 HW1152.Superseded values are not recommended for survey control.
 HW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1152.See file dsdata.txt to determine how the superseded data were derived.
 HW1152
 HW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC810884(NAD 83)
 HW1152_MARKER: Q = CHISELED SQUARE
 HW1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1152_SP_SET: CULVERT
 HW1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1152
 HW1152  HISTORY     - Date     Condition        Report By
 HW1152  HISTORY     - UNK      MONUMENTED       USGS
 HW1152  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1152
 HW1152                          STATION DESCRIPTION
 HW1152
 HW1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1152'4.6 MI N FROM FULKS RUN.
 HW1152'4.6 MILES NORTH ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER
 HW1152'STORE AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, 1.2 MILES
 HW1152'NORTH OF RIVERSIDE CHURCH, AT A CONCRETE CULVERT OVER A SMALL
 HW1152'STREAM, AND ON THE TOP OF THE SOUTH END OF THE EAST HEADWALL.  A
 HW1152'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0343 ***********************************************************************
 GV0343  DESIGNATION -  13
 GV0343  PID         -  GV0343
 GV0343  STATE/COUNTY-  VA/MATHEWS
 GV0343  USGS QUAD   -  MATHEWS (1965)
 GV0343
 GV0343                         *CURRENT SURVEY CONTROL
 GV0343  ___________________________________________________________________
 GV0343* NAD 83(1986)-  37 28 42.     (N)    076 19 54.     (W)     SCALED    
 GV0343* NAVD 88     -         3.578  (meters)      11.74   (feet)  ADJUSTED  
 GV0343  ___________________________________________________________________
 GV0343  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 GV0343  DYNAMIC HT  -           3.576 (meters)      11.73  (feet)  COMP
 GV0343  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 GV0343
 GV0343  VERT ORDER  -  SECOND    CLASS 0
 GV0343
 GV0343.The horizontal coordinates were scaled from a topographic map and have
 GV0343.an estimated accuracy of +/- 6 seconds.
 GV0343
 GV0343.The orthometric height was determined by differential leveling
 GV0343.and adjusted by the National Geodetic Survey in June 1991..
 GV0343
 GV0343.The geoid height was determined by GEOID03.
 GV0343
 GV0343.The dynamic height is computed by dividing the NAVD 88
 GV0343.geopotential number by the normal gravity value computed on the
 GV0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0343.degrees latitude (g = 980.6199 gals.).
 GV0343
 GV0343.The modeled gravity was interpolated from observed gravity values.
 GV0343
 GV0343;                    North         East    Units  Estimated Accuracy
 GV0343;SPC VA S     - 1,129,270.    3,691,760.      MT  (+/- 180 meters Scaled)
 GV0343
 GV0343                          SUPERSEDED SURVEY CONTROL
 GV0343
 GV0343  NGVD 29 (??/??/??)    3.926  (m)           12.88   (f) ADJUSTED    2 0
 GV0343
 GV0343.Superseded values are not recommended for survey control.
 GV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0343.See file dsdata.txt to determine how the superseded data were derived.
 GV0343
 GV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG822487(NAD 83)
 GV0343_MARKER: P = PIPE CAP
 GV0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0343_STAMPING: 13 1916
 GV0343_MARK LOGO: USGS  
 GV0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0343+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0343
 GV0343  HISTORY     - Date     Condition        Report By
 GV0343  HISTORY     - 1916     MONUMENTED       USGS
 GV0343  HISTORY     - 1961     GOOD             CGS
 GV0343  HISTORY     - 19910402 GOOD             USPSQD
 GV0343  HISTORY     - 19920404 GOOD             USPSQD
 GV0343  HISTORY     - 20020118 GOOD             USPSQD
 GV0343  HISTORY     - 20060117 GOOD             USPSQD
 GV0343
 GV0343                          STATION DESCRIPTION
 GV0343
 GV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0343'0.6 MI NW FROM HUDGINS.
 GV0343'ORIGINAL DESCRIPTION-- 0.6 MILE NORTHWEST ALONG STATE HIGHWAY
 GV0343'198 FROM THE POST OFFICE AT HUDGINS, AT THE T-JUNCTION OF SECONDARY
 GV0343'STATE HIGHWAY 616, 63.5 FEET NORTH OF THE CENTERLINE OF STATE
 GV0343'HIGHWAY 198, 17 FEET WEST OF THE CENTERLINE OF SECONDARY STATE
 GV0343'HIGHWAY 616, 21.5 FEET EAST OF THE SOUTHEAST CORNER OF A TWO-STORY
 GV0343'FRAME HOUSE OWNED BY THE J.W. DICKSON ESTATE, 5 FEET WEST OF A
 GV0343'FENCE CORNER, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 GV0343'LEVEL WITH THE ROAD.  A USGS STANDARD CAP RIVETED ON THE TOP OF
 GV0343'A 3-1/2-INCH IRON POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0343
 GV0343                          STATION RECOVERY (1991)
 GV0343
 GV0343'RECOVERY NOTE BY US POWER SQUADRON 1991 (WWS)
 GV0343'RECOVERED IN GOOD CONDITION.
 GV0343
 GV0343                          STATION RECOVERY (1992)
 GV0343
 GV0343'RECOVERY NOTE BY US POWER SQUADRON 1992
 GV0343'RECOVERED IN GOOD CONDITION.  NOTE--BUILDING IS NOW OCCUPIED BY
 GV0343'AMERICAN LEGION POST NO 83, NO WITNESS POST, MARKER IS 1 INCH FROM
 GV0343'BASE OF TRUNK OF 18 INCH DIAMETER, 5 TREE CEDAR CLUSTER, 15 FEET
 GV0343'(4.6 M) SSW FROM POWER POLE NO 446/A088, HIGHWAY 198 HAS BEEN
 GV0343'RELOCATED, MARKER IS NOW 350 FEET (106.7 M) NORTH OF CENTERLINE OF
 GV0343'HIGHWAY 198 AT JUNCTION WITH HIGHWAY 616, MARKER NOW PROJECTS 1 INCH
 GV0343'ABOVE GROUND, NO LONGER ANY FENCE.
 GV0343
 GV0343                          STATION RECOVERY (2002)
 GV0343
 GV0343'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0343'RECOVERED IN GOOD CONDITION.
 GV0343
 GV0343                          STATION RECOVERY (2006)
 GV0343
 GV0343'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5589 ***********************************************************************
 GV5589  DESIGNATION -  13
 GV5589  PID         -  GV5589
 GV5589  STATE/COUNTY-  VA/CHESTERFIELD
 GV5589  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5589
 GV5589                         *CURRENT SURVEY CONTROL
 GV5589  ___________________________________________________________________
 GV5589* NAD 83(1993)-  37 27 24.48429(N)    077 29 07.41597(W)     ADJUSTED  
 GV5589* NAVD 88     -        38.43   (+/-2cm)     126.1    (feet)  VERTCON   
 GV5589  ___________________________________________________________________
 GV5589  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5589  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5589
 GV5589  HORZ ORDER  -  SECOND
 GV5589  VERT ORDER  -  THIRD ? (See Below)
 GV5589
 GV5589.The horizontal coordinates were established by classical geodetic methods
 GV5589.and adjusted by the National Geodetic Survey in September 1995..
 GV5589
 GV5589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5589.The vertical order pertains to the NGVD 29 superseded value.
 GV5589
 GV5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5589
 GV5589.The geoid height was determined by GEOID03.
 GV5589
 GV5589;                    North         East     Units Scale Factor Converg.
 GV5589;SPC VA S     - 1,125,159.364 3,589,762.185   MT  0.99994661   +0 36 56.8
 GV5589;SPC VA S     - 3,691,460.35 11,777,411.44   sFT  0.99994661   +0 36 56.8
 GV5589;UTM  18      - 4,148,449.465   280,171.292   MT  1.00019529   -1 30 43.7
 GV5589
 GV5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5589!SPC VA S     -   0.99999916  x   0.99994661  =   0.99994577
 GV5589!UTM  18      -   0.99999916  x   1.00019529  =   1.00019445
 GV5589
 GV5589|---------------------------------------------------------------------|
 GV5589| PID    Reference Object                     Distance      Geod. Az  |
 GV5589|                                                           dddmmss.s |
 GV5589| DC5481 13 RM                                12.125 METERS 13538     |
 GV5589| GV5601 14                                  339.262 METERS 26512     |
 GV5589| GV5594 12                                  APPROX. 0.6 KM 3443347.2 |
 GV5589|---------------------------------------------------------------------|
 GV5589
 GV5589                          SUPERSEDED SURVEY CONTROL
 GV5589
 GV5589  NAD 83(1993)-  37 27 24.48425(N)    077 29 07.41585(W) AD(       ) 2
 GV5589  NAD 83(1986)-  37 27 24.49034(N)    077 29 07.43310(W) AD(       ) 2
 GV5589  NAD 27      -  37 27 23.95770(N)    077 29 08.48357(W) AD(       ) 2
 GV5589  NGVD 29 (07/19/86)   38.74   (m)          127.1    (f) LEVELING    3  
 GV5589
 GV5589.Superseded values are not recommended for survey control.
 GV5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5589.See file dsdata.txt to determine how the superseded data were derived.
 GV5589
 GV5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8017148449(NAD 83)
 GV5589_MARKER: Z = SEE DESCRIPTION
 GV5589_SETTING: 0 = UNSPECIFIED SETTING
 GV5589
 GV5589  HISTORY     - Date     Condition        Report By
 GV5589  HISTORY     - 1972     MONUMENTED       VA2060
 GV5589  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV5589  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5589  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5589
 GV5589                          STATION DESCRIPTION
 GV5589
 GV5589'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5589'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5589'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5589'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.10 MILES TO POINT NO 13.
 GV5589'
 GV5589'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5589'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5589'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5589'10 INCHES BELOW GROUND.
 GV5589'
 GV5589'18.5 FEET N. E. OF C/L SHOREMEADE RD. (ST. RT. NO2308), 32.8 FEET
 GV5589'W. OF C/L RT. 10, 4.4 FEET S. OF 8 INCH PINE TREE.
 GV5589'
 GV5589'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5589'CENTER OF PIN, SET FLUSH TO GROUND.  18.0 FEET N. E. OF C/L
 GV5589'SHOREMEADE RD.  (ST. RT. NO2308), 2.5 FEET S.W. OF WOODEN LOG RAIL
 GV5589'FENCE, 43.3 FEET E. OF VEPCO POLE NO1N37.
 GV5589'
 GV5589'DISTANCE BETWEEN PT. 13 AND R. M. IS 39.77 FT., 12.125 M.
 GV5589'
 GV5589'NEAREST TOWN--RICHMOND.
 GV5589
 GV5589                          STATION RECOVERY (1994)
 GV5589
 GV5589'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5589'MARK NOT FOUND.
 GV5589
 GV5589                          STATION RECOVERY (1999)
 GV5589
 GV5589'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5589'MARK NOT FOUND.
 GV5589
 GV5589                          STATION RECOVERY (2004)
 GV5589
 GV5589'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1327 ***********************************************************************
 GV1327  DESIGNATION -  13 C OF R
 GV1327  PID         -  GV1327
 GV1327  STATE/COUNTY-  VA/CHESTERFIELD
 GV1327  USGS QUAD   -  RICHMOND (1994)
 GV1327
 GV1327                         *CURRENT SURVEY CONTROL
 GV1327  ___________________________________________________________________
 GV1327* NAD 83(1986)-  37 30 37.     (N)    077 28 30.     (W)     SCALED    
 GV1327* NAVD 88     -        60.627  (meters)     198.91   (feet)  ADJUSTED  
 GV1327  ___________________________________________________________________
 GV1327  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV1327  DYNAMIC HT  -          60.586 (meters)     198.77  (feet)  COMP
 GV1327  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 GV1327
 GV1327  VERT ORDER  -  SECOND    CLASS 0
 GV1327
 GV1327.The horizontal coordinates were scaled from a topographic map and have
 GV1327.an estimated accuracy of +/- 6 seconds.
 GV1327
 GV1327.The orthometric height was determined by differential leveling
 GV1327.and adjusted by the National Geodetic Survey in June 1991..
 GV1327
 GV1327.The geoid height was determined by GEOID03.
 GV1327
 GV1327.The dynamic height is computed by dividing the NAVD 88
 GV1327.geopotential number by the normal gravity value computed on the
 GV1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1327.degrees latitude (g = 980.6199 gals.).
 GV1327
 GV1327.The modeled gravity was interpolated from observed gravity values.
 GV1327
 GV1327;                    North         East    Units  Estimated Accuracy
 GV1327;SPC VA S     - 1,131,100.    3,590,620.      MT  (+/- 180 meters Scaled)
 GV1327
 GV1327                          SUPERSEDED SURVEY CONTROL
 GV1327
 GV1327  NGVD 29 (??/??/??)   60.940  (m)          199.93   (f) ADJUSTED    2 0
 GV1327
 GV1327.Superseded values are not recommended for survey control.
 GV1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1327.See file dsdata.txt to determine how the superseded data were derived.
 GV1327
 GV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG812543(NAD 83)
 GV1327_MARKER: DD = SURVEY DISK
 GV1327_SETTING: 0 = UNSPECIFIED SETTING
 GV1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1327+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 GV1327
 GV1327  HISTORY     - Date     Condition        Report By
 GV1327  HISTORY     - UNK      MONUMENTED       VA2060
 GV1327  HISTORY     - 1972     GOOD             NGS
 GV1327  HISTORY     - 20000223 GOOD             USPSQD
 GV1327  HISTORY     - 20041023 GOOD             USPSQD
 GV1327  HISTORY     - 20051205 GOOD             USPSQD
 GV1327  HISTORY     - 20051209 GOOD             USPSQD
 GV1327
 GV1327                          STATION DESCRIPTION
 GV1327
 GV1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1327'AT RICHMOND.
 GV1327'3.5 FEET NORTH OF THE NORTH CURB LINE OF MIDLOTHIAN TURNPIKE, 12.5
 GV1327'FEET WEST OF THE WEST CURB LINE OF EAST ROANOKE STREET, 7 FEET
 GV1327'EAST OF AN IRON SIGNAL LIGHT POLE, 6.5 FEET SOUTH OF A CORNER
 GV1327'STONE ON THE NORTH LINE OF MIDLOTHIAN TURNPIKE AND ON THE WEST
 GV1327'LINE OF EAST ROANOKE STREET.
 GV1327
 GV1327                          STATION RECOVERY (2000)
 GV1327
 GV1327'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1327'RECOVERED IN GOOD CONDITION.
 GV1327
 GV1327                          STATION RECOVERY (2004)
 GV1327
 GV1327'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1327'RECOVERED IN GOOD CONDITION.
 GV1327
 GV1327                          STATION RECOVERY (2005)
 GV1327
 GV1327'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV1327'RECOVERED IN GOOD CONDITION.
 GV1327
 GV1327                          STATION RECOVERY (2005)
 GV1327
 GV1327'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7021 ***********************************************************************
 HV7021  DESIGNATION -  13 NPG 1954
 HV7021  PID         -  HV7021
 HV7021  STATE/COUNTY-  VA/WESTMORELAND
 HV7021  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7021
 HV7021                         *CURRENT SURVEY CONTROL
 HV7021  ___________________________________________________________________
 HV7021* NAD 83(1993)-  38 14 32.75337(N)    076 57 26.53987(W)     ADJUSTED  
 HV7021* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7021  ___________________________________________________________________
 HV7021  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HV7021  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HV7021
 HV7021  HORZ ORDER  -  SECOND
 HV7021
 HV7021.The horizontal coordinates were established by classical geodetic methods
 HV7021.and adjusted by the National Geodetic Survey in November 1994..
 HV7021
 HV7021.The orthometric height was scaled from a topographic map.
 HV7021
 HV7021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7021
 HV7021.The geoid height was determined by GEOID03.
 HV7021
 HV7021;                    North         East     Units Scale Factor Converg.
 HV7021;SPC VA N     - 2,065,043.159 3,635,035.087   MT  0.99996968   +0 57 46.0
 HV7021;SPC VA N     - 6,775,062.43 11,925,944.28   sFT  0.99996968   +0 57 46.0
 HV7021;SPC MD       -    63,913.496   403,731.786   MT  1.00001051   +0 01 36.3
 HV7021;SPC MD       -   209,689.53  1,324,576.70   sFT  1.00001051   +0 01 36.3
 HV7021;UTM  18      - 4,234,525.354   328,707.367   MT  0.99996136   -1 12 42.8
 HV7021
 HV7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7021!SPC VA N     -   1.00000483  x   0.99996968  =   0.99997451
 HV7021!SPC MD       -   1.00000483  x   1.00001051  =   1.00001534
 HV7021!UTM  18      -   1.00000483  x   0.99996136  =   0.99996619
 HV7021
 HV7021                          SUPERSEDED SURVEY CONTROL
 HV7021
 HV7021  NAD 83(1993)-  38 14 32.75320(N)    076 57 26.54594(W) AD(       ) 2
 HV7021  NAD 83(1986)-  38 14 32.75367(N)    076 57 26.55509(W) AD(       ) 2
 HV7021  NAD 27      -  38 14 32.29000(N)    076 57 27.65300(W) AD(       ) 2
 HV7021
 HV7021.Superseded values are not recommended for survey control.
 HV7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7021.See file dsdata.txt to determine how the superseded data were derived.
 HV7021
 HV7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2870734525(NAD 83)
 HV7021_MARKER: DS = TRIANGULATION STATION DISK
 HV7021_SETTING: 0 = UNSPECIFIED SETTING
 HV7021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7021+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7021
 HV7021  HISTORY     - Date     Condition        Report By
 HV7021  HISTORY     - 1954     MONUMENTED       CGS
 HV7021  HISTORY     - 1960     GOOD             CGS
 HV7021  HISTORY     - 1961     GOOD             CGS
 HV7021  HISTORY     - 19981121 GOOD             USPSQD
 HV7021  HISTORY     - 20030318 GOOD             USPSQD
 HV7021  HISTORY     - 20051115 GOOD             USPSQD
 HV7021
 HV7021                          STATION DESCRIPTION
 HV7021
 HV7021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7021'STATION IS LOCATED IN THE SOUTHEAST EDGE OF COLONIAL BEACH. IT IS
 HV7021'STANDARD BRONZE DISK SET IN A 2-1/2 INCH PIPE, PROJECTS 3 INCHES
 HV7021'AND IS STAMPED 13 1954.
 HV7021'
 HV7021'A TRAVERSE CONNECTION WAS MADE TO STATION OFFSET 13 AND THE
 HV7021'DISTANCE IS 11.690 METERS OR 38.35 FEET.
 HV7021'
 HV7021'TO REACH FROM THE SIGNAL LIGHT IN COLONIAL BEACH GO EASTERLY ON
 HV7021'ROUTE 1102 FOR 0.3 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 HV7021'NORTHERLY FOR 0.1 MILE TO BEACH ROAD.  TURN AND FOLLOW BEACH ROAD
 HV7021'FOR 0.4 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE STRAIGHT AHEAD FOR
 HV7021'0.2 MILE TO RANGE STATION AND STATION ON LEFT AS DESCRIBED.
 HV7021'
 HV7021
 HV7021                          STATION RECOVERY (1960)
 HV7021
 HV7021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7021'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 HV7021'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV7021
 HV7021                          STATION RECOVERY (1961)
 HV7021
 HV7021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7021'THE MARK WAS RECOVERED IN GOOD CONDITION.
 HV7021
 HV7021                          STATION RECOVERY (1998)
 HV7021
 HV7021'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7021'RECOVERED IN GOOD CONDITION.
 HV7021
 HV7021                          STATION RECOVERY (2003)
 HV7021
 HV7021'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7021'RECOVERED IN GOOD CONDITION.
 HV7021
 HV7021                          STATION RECOVERY (2005)
 HV7021
 HV7021'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7022 ***********************************************************************
 HV7022  DESIGNATION -  13 OFFSET
 HV7022  PID         -  HV7022
 HV7022  STATE/COUNTY-  VA/WESTMORELAND
 HV7022  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7022
 HV7022                         *CURRENT SURVEY CONTROL
 HV7022  ___________________________________________________________________
 HV7022* NAD 83(1993)-  38 14 32.65233(N)    076 57 27.00321(W)     ADJUSTED  
 HV7022* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7022  ___________________________________________________________________
 HV7022  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HV7022  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HV7022
 HV7022  HORZ ORDER  -  FIRST
 HV7022
 HV7022.The horizontal coordinates were established by classical geodetic methods
 HV7022.and adjusted by the National Geodetic Survey in November 1994..
 HV7022
 HV7022.The orthometric height was scaled from a topographic map.
 HV7022
 HV7022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7022
 HV7022.The geoid height was determined by GEOID03.
 HV7022
 HV7022;                    North         East     Units Scale Factor Converg.
 HV7022;SPC VA N     - 2,065,039.854 3,635,023.874   MT  0.99996969   +0 57 45.7
 HV7022;SPC VA N     - 6,775,051.59 11,925,907.49   sFT  0.99996969   +0 57 45.7
 HV7022;SPC MD       -    63,910.375   403,720.520   MT  1.00001052   +0 01 36.0
 HV7022;SPC MD       -   209,679.29  1,324,539.74   sFT  1.00001052   +0 01 36.0
 HV7022;UTM  18      - 4,234,522.478   328,696.037   MT  0.99996141   -1 12 43.1
 HV7022
 HV7022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7022!SPC VA N     -   1.00000483  x   0.99996969  =   0.99997452
 HV7022!SPC MD       -   1.00000483  x   1.00001052  =   1.00001535
 HV7022!UTM  18      -   1.00000483  x   0.99996141  =   0.99996624
 HV7022
 HV7022|---------------------------------------------------------------------|
 HV7022| PID    Reference Object                     Distance      Geod. Az  |
 HV7022|                                                           dddmmss.s |
 HV7022| CX2008 13 OFFSET RM 1                       17.386 METERS 22726     |
 HV7022| CX2149 13 OFFSET RM                         14.442 METERS 27030     |
 HV7022| CX2009 13 OFFSET RM 2                       17.670 METERS 29329     |
 HV7022| HV7013 LEARY KB                            APPROX. 0.5 KM 3421217.6 |
 HV7022| CX2007 13 OFFSET AZ MK                                    3454907.7 |
 HV7022|---------------------------------------------------------------------|
 HV7022
 HV7022                          SUPERSEDED SURVEY CONTROL
 HV7022
 HV7022  NAD 83(1993)-  38 14 32.65216(N)    076 57 27.00928(W) AD(       ) 1
 HV7022  NAD 83(1986)-  38 14 32.65263(N)    076 57 27.01843(W) AD(       ) 1
 HV7022  NAD 27      -  38 14 32.18900(N)    076 57 28.11600(W) AD(       ) 1
 HV7022
 HV7022.Superseded values are not recommended for survey control.
 HV7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7022.See file dsdata.txt to determine how the superseded data were derived.
 HV7022
 HV7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2869634522(NAD 83)
 HV7022_MARKER: DS = TRIANGULATION STATION DISK
 HV7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7022
 HV7022  HISTORY     - Date     Condition        Report By
 HV7022  HISTORY     - 1954     MONUMENTED       CGS
 HV7022  HISTORY     - 1960     SEE DESCRIPTION  CGS
 HV7022  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HV7022  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV7022  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7022
 HV7022                          STATION DESCRIPTION
 HV7022
 HV7022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7022'STATION IS LOCATED IN THE SOUTHEAST EDGE OF COLONIAL BEACH, AND
 HV7022'ALONG THE WEST SHORE OF THE POTOMAC RIVER.  IT IS 28 FEET EAST OF
 HV7022'THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6
 HV7022'INCHES AND THE DISK IS STAMPED OFFSET 13 1954.
 HV7022'
 HV7022'REFERENCE MARK NO. 1 IS SET IN THE APPROXIMATE CENTER OF THE
 HV7022'SIDEWALK, AND 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 HV7022'ROAD.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED OFFSET 13 NO
 HV7022'1 1954.
 HV7022'
 HV7022'REFERENCE MARK (B OF C) (USN) IS 19 FEET WEST OF THE APPROXIMATE
 HV7022'CENTERLINE OF THE ROAD.  THE MARK IS A BRONZE DISK SET IN A 6X6
 HV7022'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.  THE DISK IS
 HV7022'MARKED BUREAU OF ORDANCE NAVY DEPARTMENT HANDS OFF.
 HV7022'
 HV7022'REFERENCE MARK NO. 2 IS SET IN THE APPROXIMATE CENTER OF THE
 HV7022'SIDEWALK, AND 20 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 HV7022'ROAD.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED OFFSET 13 NO
 HV7022'2 1954.
 HV7022'
 HV7022'AZIMUTH MARK IS 16 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 HV7022'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OFFSET
 HV7022'13 1954.
 HV7022'
 HV7022'A TRAVERSE CONNECTION WAS MADE TO 13-1954 THE DISTANCE IS SHOWN ABOVE.
 HV7022'
 HV7022'TO REACH FROM THE SIGNAL LIGHT IN COLONIAL BEACH GO EASTERLY ON
 HV7022'ROUTE 1102 FOR 0.3 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 HV7022'NORTHERLY FOR 0.1 MILE TO BEACH ROAD.  TURN AND FOLLOW BEACH ROAD
 HV7022'FOR 0.4 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE STRAIGHT AHEAD FOR
 HV7022'0.2 MILE TO RANGE STATION AND STATION ON LEFT AS DESCRIBED.
 HV7022'
 HV7022'13-1954 IS A STANDARD DISK SET IN CONCRETE IN A 2-1/2 INCH PIPE
 HV7022'WHICH IS LOCATED IN THE CONCRETE FLOOR BELOW THE RANGE STATION.
 HV7022'MARK PROJECTS 3 INCHES ABOVE CONCRETE FLOOR AND THE DISK IS
 HV7022'STAMPED 13-1954.
 HV7022'
 HV7022'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV7022
 HV7022                          STATION RECOVERY (1960)
 HV7022
 HV7022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7022'THE STATION WAS RECOVERED AS DESCRIBED.  THE PUBLISHED
 HV7022'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.  ONLY THE
 HV7022'SHANK OF THE DISK OF THE CENTER MARK REMAINS.  THE FACE OF THE
 HV7022'DISK HAS BEEN PRIED OFF BY VANDALS.
 HV7022
 HV7022                          STATION RECOVERY (1961)
 HV7022
 HV7022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7022'ONLY THE BASE TO THE SURFACE MARK WAS FOUND.  THE DISK HAS BEEN
 HV7022'DESTROYED.  THE UNDERGROUND MARK IS BELIEVED TO BE INTACT. THE
 HV7022'REFERENCE MARKS REMAIN IN GOOD CONDITION.
 HV7022
 HV7022                          STATION RECOVERY (1998)
 HV7022
 HV7022'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7022'MARK NOT FOUND.
 HV7022
 HV7022                          STATION RECOVERY (2003)
 HV7022
 HV7022'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7022'RM 1 AND RM 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5899 ***********************************************************************
 GV5899  DESIGNATION -  13 RESET
 GV5899  PID         -  GV5899
 GV5899  STATE/COUNTY-  VA/KING WILLIAM
 GV5899  USGS QUAD   -  WEST POINT (1986)
 GV5899
 GV5899                         *CURRENT SURVEY CONTROL
 GV5899  ___________________________________________________________________
 GV5899* NAD 83(1986)-  37 32 02.     (N)    076 47 44.     (W)     SCALED    
 GV5899* NAVD 88     -         2.97   (meters)       9.7    (feet)  RESET     
 GV5899  ___________________________________________________________________
 GV5899  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV5899
 GV5899  VERT ORDER  -  THIRD
 GV5899
 GV5899.The horizontal coordinates were scaled from a topographic map and have
 GV5899.an estimated accuracy of +/- 6 seconds.
 GV5899
 GV5899.The orthometric height was computed from unverified reset data.
 GV5899.No vertical observational check was made to the station.
 GV5899
 GV5899.The geoid height was determined by GEOID03.
 GV5899
 GV5899;                    North         East    Units  Estimated Accuracy
 GV5899;SPC VA S     - 1,134,590.    3,650,630.      MT  (+/- 180 meters Scaled)
 GV5899
 GV5899                          SUPERSEDED SURVEY CONTROL
 GV5899
 GV5899  NGVD 29 (03/21/06)    3.20   (m)           10.5    (f) RESET       3  
 GV5899
 GV5899.Superseded values are not recommended for survey control.
 GV5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5899.See file dsdata.txt to determine how the superseded data were derived.
 GV5899
 GV5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG413556(NAD 83)
 GV5899_MARKER: DB = BENCH MARK DISK
 GV5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5899_SP_SET: CONCRETE POST
 GV5899_STAMPING: 13 USGS RESET 1983
 GV5899_MARK LOGO: NGS   
 GV5899_PROJECTION: FLUSH
 GV5899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5899+STABILITY: SURFACE MOTION
 GV5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5899+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV5899
 GV5899  HISTORY     - Date     Condition        Report By
 GV5899  HISTORY     - 1983     MONUMENTED       NGS
 GV5899  HISTORY     - 1987     GOOD             USPSQD
 GV5899  HISTORY     - 19990325 GOOD             USPSQD
 GV5899  HISTORY     - 20031106 GOOD             USPSQD
 GV5899  HISTORY     - 20060218 GOOD             USPSQD
 GV5899
 GV5899                          STATION DESCRIPTION
 GV5899
 GV5899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV5899'IN WEST POINT.
 GV5899'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF MAIN AND 9TH STREETS
 GV5899'BETWEEN THE SOUTH SIDEWALK AND THE CURB, 6.0 M (19.7 FT) NORTH OF THE
 GV5899'CENTER OF 9TH STREET, 10.6 M (34.8 FT) EAST OF THE CENTER OF MAIN
 GV5899'STREET AND 2.38 M (7.8 FT) SOUTH OF THE SOUTHWEST CORNER OF A 2-STORY
 GV5899'BRICK BUILDING.
 GV5899
 GV5899                          STATION RECOVERY (1987)
 GV5899
 GV5899'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV5899'RECOVERED IN GOOD CONDITION.
 GV5899
 GV5899                          STATION RECOVERY (1999)
 GV5899
 GV5899'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5899'RECOVERED IN GOOD CONDITION.
 GV5899
 GV5899                          STATION RECOVERY (2003)
 GV5899
 GV5899'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV5899'RECOVERED IN GOOD CONDITION.
 GV5899
 GV5899                          STATION RECOVERY (2006)
 GV5899
 GV5899'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV5899' 
 GV5899' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2495 ***********************************************************************
 GW2495  DESIGNATION -  13 SKS
 GW2495  PID         -  GW2495
 GW2495  STATE/COUNTY-  VA/CAMPBELL
 GW2495  USGS QUAD   -  BROOKNEAL (1984)
 GW2495
 GW2495                         *CURRENT SURVEY CONTROL
 GW2495  ___________________________________________________________________
 GW2495* NAD 83(1993)-  37 04 11.65946(N)    078 59 50.92691(W)     ADJUSTED  
 GW2495* NAVD 88     -       168.8    (meters)     554.     (feet)  VERTCON   
 GW2495  ___________________________________________________________________
 GW2495  X           -     972,473.907 (meters)                     COMP
 GW2495  Y           -  -5,001,769.886 (meters)                     COMP
 GW2495  Z           -   3,823,668.904 (meters)                     COMP
 GW2495  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 GW2495  ELLIP HEIGHT-         137.35  (meters)          (05/17/02) GPS OBS
 GW2495  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW2495
 GW2495  HORZ ORDER  -  FIRST
 GW2495  ELLP ORDER  -  FOURTH    CLASS II
 GW2495
 GW2495.The horizontal coordinates were established by GPS observations
 GW2495.and adjusted by the National Geodetic Survey in September 1995..
 GW2495
 GW2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2495
 GW2495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2495
 GW2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2495
 GW2495.The ellipsoidal height was determined by GPS observations
 GW2495.and is referenced to NAD 83.
 GW2495
 GW2495.The geoid height was determined by GEOID03.
 GW2495
 GW2495;                    North         East     Units Scale Factor Converg.
 GW2495;SPC VA S     - 1,081,857.059 3,455,761.098   MT  0.99995881   -0 18 07.0
 GW2495;SPC VA S     - 3,549,392.70 11,337,776.20   sFT  0.99995881   -0 18 07.0
 GW2495;UTM  17      - 4,104,502.967   678,023.133   MT  0.99999043   +1 12 26.7
 GW2495
 GW2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2495!SPC VA S     -   0.99997845  x   0.99995881  =   0.99993726
 GW2495!UTM  17      -   0.99997845  x   0.99999043  =   0.99996888
 GW2495
 GW2495                          SUPERSEDED SURVEY CONTROL
 GW2495
 GW2495  ELLIP H (09/08/95)  137.40   (m)                       GP(       ) 4 2
 GW2495  NAD 83(1986)-  37 04 11.65950(N)    078 59 50.93719(W) AD(       ) 1
 GW2495  NGVD 29 (07/01/93)  169.0    (m)          554.     (f) GPS OBS        
 GW2495
 GW2495.Superseded values are not recommended for survey control.
 GW2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2495.See file dsdata.txt to determine how the superseded data were derived.
 GW2495
 GW2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7802304503(NAD 83)
 GW2495_MARKER: DB = BENCH MARK DISK
 GW2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2495_SP_SET: CONCRETE POST
 GW2495_STAMPING: 13 SKS 1953
 GW2495_MARK LOGO: USGS  
 GW2495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2495+STABILITY: SURFACE MOTION
 GW2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2495+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1992
 GW2495
 GW2495  HISTORY     - Date     Condition        Report By
 GW2495  HISTORY     - 1953     MONUMENTED       USGS
 GW2495  HISTORY     - 19920217 GOOD             MSI
 GW2495
 GW2495                          STATION DESCRIPTION
 GW2495
 GW2495'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2495'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2495'MILES (5.6 KM) NORTHWEST OF BROOKNEAL.
 GW2495'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 40 IN
 GW2495'BROOKNEAL, PROCEED NORTHWEST ALONG U.S. 501 FOR 3.0 MI (4.8 KM) TO
 GW2495'THE INTERSECTION WITH S.R. 633 SOUTH. TURN LEFT ONTO S.R. 633 AND
 GW2495'TRAVEL FOR 0.9 MI (1.4 KM) SOUTHWEST TO THE STATION ON THE LEFT.
 GW2495'THE STATION IS A STANDARD USGS BENCHMARK DISK SET IN THE TOP OF A
 GW2495'CONCRETE MONUMENT, STAMPED 13 SKS 1953. THE DISK IS LOCATED 24.5 FT
 GW2495'(7.5 M) SOUTH OF THE CENTERLINE OF S.R. 633, 51.0 FT (15.5 M) WEST OF
 GW2495'TELEPHONE PEDESTAL NUMBER BC46, AND 74.7 FT (22.8 M) NORTHEAST OF
 GW2495'POWER POLE NUMBER 106-21-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1055 ***********************************************************************
 GV1055  DESIGNATION -  13 USGS
 GV1055  PID         -  GV1055
 GV1055  STATE/COUNTY-  VA/RICHMOND
 GV1055  USGS QUAD   -  MORATTICO (1979)
 GV1055
 GV1055                         *CURRENT SURVEY CONTROL
 GV1055  ___________________________________________________________________
 GV1055* NAD 83(1986)-  37 49 27.     (N)    076 42 04.     (W)     SCALED    
 GV1055* NAVD 88     -         4.034  (meters)      13.23   (feet)  ADJUSTED  
 GV1055  ___________________________________________________________________
 GV1055  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 GV1055  DYNAMIC HT  -           4.032 (meters)      13.23  (feet)  COMP
 GV1055  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 GV1055
 GV1055  VERT ORDER  -  SECOND    CLASS 0
 GV1055
 GV1055.The horizontal coordinates were scaled from a topographic map and have
 GV1055.an estimated accuracy of +/- 6 seconds.
 GV1055
 GV1055.The orthometric height was determined by differential leveling
 GV1055.and adjusted by the National Geodetic Survey in June 1991..
 GV1055
 GV1055.The geoid height was determined by GEOID03.
 GV1055
 GV1055.The dynamic height is computed by dividing the NAVD 88
 GV1055.geopotential number by the normal gravity value computed on the
 GV1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1055.degrees latitude (g = 980.6199 gals.).
 GV1055
 GV1055.The modeled gravity was interpolated from observed gravity values.
 GV1055
 GV1055;                    North         East    Units  Estimated Accuracy
 GV1055;SPC VA S     - 1,166,960.    3,658,360.      MT  (+/- 180 meters Scaled)
 GV1055
 GV1055                          SUPERSEDED SURVEY CONTROL
 GV1055
 GV1055  NGVD 29 (05/17/90)    4.277  (m)           14.03   (f) ADJUSTED    2 0
 GV1055
 GV1055.Superseded values are not recommended for survey control.
 GV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1055.See file dsdata.txt to determine how the superseded data were derived.
 GV1055
 GV1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG502876(NAD 83)
 GV1055_MARKER: DD = SURVEY DISK
 GV1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1055_SP_SET: STEP
 GV1055_STAMPING: 13 1916
 GV1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1055+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1055
 GV1055  HISTORY     - Date     Condition        Report By
 GV1055  HISTORY     - 1916     MONUMENTED       USGS
 GV1055  HISTORY     - 1961     GOOD             CGS
 GV1055  HISTORY     - 1989     GOOD             USPSQD
 GV1055  HISTORY     - 19940307 GOOD             USPSQD
 GV1055  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1055  HISTORY     - 20020408 GOOD             INDIV
 GV1055  HISTORY     - 20031028 GOOD             USPSQD
 GV1055  HISTORY     - 20051130 GOOD             USPSQD
 GV1055
 GV1055                          STATION DESCRIPTION
 GV1055
 GV1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1055'AT SHARPS.
 GV1055'AT SHARPS, RICHMOND COUNTY, ON SECONDARY STATE HIGHWAY 642, 30
 GV1055'YARDS SOUTHEAST OF THE MILDEN PRESBYTERIAN CHURCH, AT THE OLD
 GV1055'BANK BUILDING, AND IN THE TOP OF THE NORTHWEST END OF THE BOTTOM
 GV1055'GRANITE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GV1055'STAMPED 13 1916.
 GV1055
 GV1055                          STATION RECOVERY (1989)
 GV1055
 GV1055'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1055'RECOVERED IN GOOD CONDITION.
 GV1055
 GV1055                          STATION RECOVERY (1994)
 GV1055
 GV1055'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1055'RECOVERED IN GOOD CONDITION.
 GV1055
 GV1055                          STATION RECOVERY (1999)
 GV1055
 GV1055'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1055'MARK NOT FOUND.
 GV1055
 GV1055                          STATION RECOVERY (2002)
 GV1055
 GV1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRN)
 GV1055'RECOVERED IN GOOD CONDITION.
 GV1055
 GV1055                          STATION RECOVERY (2003)
 GV1055
 GV1055'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1055'RECOVERED IN GOOD CONDITION.
 GV1055
 GV1055                          STATION RECOVERY (2005)
 GV1055
 GV1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0792 ***********************************************************************
 GY0792  DESIGNATION -  13 WSM
 GY0792  PID         -  GY0792
 GY0792  STATE/COUNTY-  VA/BUCHANAN
 GY0792  USGS QUAD   -  VANSANT (1977)
 GY0792
 GY0792                         *CURRENT SURVEY CONTROL
 GY0792  ___________________________________________________________________
 GY0792* NAD 83(1986)-  37 13 52.     (N)    082 05 59.     (W)     SCALED    
 GY0792* NAVD 88     -       342.577  (meters)    1123.94   (feet)  ADJUSTED  
 GY0792  ___________________________________________________________________
 GY0792  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY0792  DYNAMIC HT  -         342.294 (meters)    1123.01  (feet)  COMP
 GY0792  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GY0792
 GY0792  VERT ORDER  -  SECOND    CLASS 0
 GY0792
 GY0792.The horizontal coordinates were scaled from a topographic map and have
 GY0792.an estimated accuracy of +/- 6 seconds.
 GY0792
 GY0792.The orthometric height was determined by differential leveling
 GY0792.and adjusted by the National Geodetic Survey in June 1991..
 GY0792
 GY0792.The geoid height was determined by GEOID03.
 GY0792
 GY0792.The dynamic height is computed by dividing the NAVD 88
 GY0792.geopotential number by the normal gravity value computed on the
 GY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0792.degrees latitude (g = 980.6199 gals.).
 GY0792
 GY0792.The modeled gravity was interpolated from observed gravity values.
 GY0792
 GY0792;                    North         East    Units  Estimated Accuracy
 GY0792;SPC VA S     - 1,105,720.    3,180,650.      MT  (+/- 180 meters Scaled)
 GY0792
 GY0792                          SUPERSEDED SURVEY CONTROL
 GY0792
 GY0792  NGVD 29 (??/??/92)  342.765  (m)         1124.55   (f) ADJ UNCH    2 0
 GY0792
 GY0792.Superseded values are not recommended for survey control.
 GY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0792.See file dsdata.txt to determine how the superseded data were derived.
 GY0792
 GY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB024210(NAD 83)
 GY0792_MARKER: DD = SURVEY DISK
 GY0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0792_SP_SET: BRIDGE
 GY0792_STAMPING: 13 WSM 1125 1960
 GY0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0792
 GY0792  HISTORY     - Date     Condition        Report By
 GY0792  HISTORY     - 1960     MONUMENTED       USGS
 GY0792  HISTORY     - 1963     GOOD             NGS
 GY0792
 GY0792                          STATION DESCRIPTION
 GY0792
 GY0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GY0792'AT VANSANT.
 GY0792'AT VANSANT, ABOUT 0.1 MILE SOUTH ON STATE HIGHWAY 83 FROM
 GY0792'THE JUNCTION OF U.S. HIGHWAY 460 AND STATE HIGHWAY 83 TO THE
 GY0792'MARK SET IN THE SOUTHWEST END OF BRIDGE SEAT OVER HIGHWAY,
 GY0792'5.1 FEET SOUTH OF SOUTH RAIL OF N AND W. RY., AND IS ABOUT 8.3
 GY0792'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6038 ***********************************************************************
 GV6038  DESIGNATION -  130
 GV6038  PID         -  GV6038
 GV6038  STATE/COUNTY-  VA/YORK
 GV6038  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV6038
 GV6038                         *CURRENT SURVEY CONTROL
 GV6038  ___________________________________________________________________
 GV6038* NAD 83(1993)-  37 05 59.87881(N)    076 27 31.54570(W)     ADJUSTED  
 GV6038* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 GV6038  ___________________________________________________________________
 GV6038  X           -   1,192,568.259 (meters)                     COMP
 GV6038  Y           -  -4,951,701.375 (meters)                     COMP
 GV6038  Z           -   3,826,230.505 (meters)                     COMP
 GV6038  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 GV6038  ELLIP HEIGHT-         -28.16  (meters)          (06/04/02) GPS OBS
 GV6038  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 GV6038
 GV6038  HORZ ORDER  -  SECOND
 GV6038  ELLP ORDER  -  FOURTH    CLASS II
 GV6038
 GV6038.The horizontal coordinates were established by GPS observations
 GV6038.and adjusted by the National Geodetic Survey in September 1995..
 GV6038
 GV6038.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6038
 GV6038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6038
 GV6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6038
 GV6038.The ellipsoidal height was determined by GPS observations
 GV6038.and is referenced to NAD 83.
 GV6038
 GV6038.The geoid height was determined by GEOID03.
 GV6038
 GV6038;                    North         East     Units Scale Factor Converg.
 GV6038;SPC VA S     - 1,087,038.094 3,681,433.728   MT  0.99995624   +1 14 20.0
 GV6038;SPC VA S     - 3,566,390.81 12,078,170.49   sFT  0.99995624   +1 14 20.0
 GV6038;UTM  18      - 4,106,957.583   370,371.299   MT  0.99980700   -0 52 48.2
 GV6038
 GV6038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6038!SPC VA S     -   1.00000442  x   0.99995624  =   0.99996066
 GV6038!UTM  18      -   1.00000442  x   0.99980700  =   0.99981142
 GV6038
 GV6038                          SUPERSEDED SURVEY CONTROL
 GV6038
 GV6038  ELLIP H (09/08/95)  -28.08   (m)                       GP(       ) 4 2
 GV6038  NAD 83(1986)-  37 05 59.88853(N)    076 27 31.57803(W) AD(       ) 2
 GV6038  NGVD 29 (12/05/90)    8.4    (m)           28.     (f) GPS OBS        
 GV6038
 GV6038.Superseded values are not recommended for survey control.
 GV6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6038.See file dsdata.txt to determine how the superseded data were derived.
 GV6038
 GV6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7037106958(NAD 83)
 GV6038_MARKER: DD = SURVEY DISK
 GV6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6038_SP_SET: CONCRETE POST
 GV6038_STAMPING: STATION NO. 130
 GV6038_MARK LOGO: VA-199
 GV6038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6038+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6038
 GV6038  HISTORY     - Date     Condition        Report By
 GV6038  HISTORY     - 1988     MONUMENTED       BSC
 GV6038
 GV6038                          STATION DESCRIPTION
 GV6038
 GV6038'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6038'THIS STATION IS SITUATED IN THE CITY OF NEWPORT NEWS, VIRGINIA.  TO
 GV6038'REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 17 (GEORGE
 GV6038'WASHINGTON HIGHWAY) AND 171 (VICTORY BOULEVARD), PROCEED SOUTHERLY
 GV6038'ALONG U.S. ROUTE 17 FOR APPROXIMATELY 1.9 KM (1.20 MI) TO THE STATION
 GV6038'ON THE RIGHT.
 GV6038'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6038'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED 7.62 M
 GV6038'(25.0 FT) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF ROUTE 17
 GV6038'(GEORGE WASHINGTON HIGHWAY), 13.72 M (45.0 FT) NORTHEAST OF UTILITY
 GV6038'POLE XL-79.  LOCATION OF REFERENCE MARKS RELATIVE TO THE MAIN STATION
 GV6038'BEARING             DISTANCE
 GV6038'RM 1    N09 23 56E       42.22 M (138.5 FT)
 GV6038'RM 2    S83 35 26E       30.50 M (100.1 FT)
 GV6038'RM 3    S31 37 51E       50.40 M (165.4 FT)
 GV6038'STATION 129    N16 11 40E       802.72 M (2633.6 FT)
 GV6038'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6038'(0.2 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6038'1.IT IS LOCATED 7.01 M (23.0 FT) WEST OF THE CENTER LINE OF THE
 GV6038'SOUTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON HIGHWAY), 0.91 M
 GV6038'(3.0 FT) WEST OF THE NEWPORT NEWS SIGN.
 GV6038'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6038'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6038'2.  IT IS LOCATED 3.35 M (11.0 FT) EAST OF THE EDGE OF THE CONCRETE
 GV6038'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON
 GV6038'HIGHWAY), OPPOSITE STATION 130.
 GV6038'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6038'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6038'3.  IT IS LOCATED 5.03 M (16.5 FT) EAST OF THE EDGE OF THE CONCRETE
 GV6038'PAVEMENT OF THE NORTHBOUND LANES OF ROUTE 17 (GEORGE WASHINGTON
 GV6038'HIGHWAY) , 0.46 M (1.5 FT) NORTH OF THE YORK COUNTY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5637 ***********************************************************************
 GV5637  DESIGNATION -  130 C OF R 1972
 GV5637  PID         -  GV5637
 GV5637  STATE/COUNTY-  VA/C OF RICHMOND
 GV5637  USGS QUAD   -  CHESTERFIELD (1994)
 GV5637
 GV5637                         *CURRENT SURVEY CONTROL
 GV5637  ___________________________________________________________________
 GV5637* NAD 83(1993)-  37 30 00.15206(N)    077 30 39.67808(W)     ADJUSTED  
 GV5637* NAVD 88     -        67.51   (+/-2cm)     221.5    (feet)  VERTCON   
 GV5637  ___________________________________________________________________
 GV5637  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5637  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5637
 GV5637  HORZ ORDER  -  SECOND
 GV5637  VERT ORDER  -  THIRD ? (See Below)
 GV5637
 GV5637.The horizontal coordinates were established by classical geodetic methods
 GV5637.and adjusted by the National Geodetic Survey in November 1994..
 GV5637
 GV5637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5637.The vertical order pertains to the NGVD 29 superseded value.
 GV5637
 GV5637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5637
 GV5637.The geoid height was determined by GEOID03.
 GV5637
 GV5637;                    North         East     Units Scale Factor Converg.
 GV5637;SPC VA S     - 1,129,933.965 3,587,444.656   MT  0.99994807   +0 36 00.8
 GV5637;SPC VA S     - 3,707,125.02 11,769,808.01   sFT  0.99994807   +0 36 00.8
 GV5637;UTM  18      - 4,153,308.087   278,032.168   MT  1.00020693   -1 31 45.3
 GV5637
 GV5637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5637!SPC VA S     -   0.99999458  x   0.99994807  =   0.99994265
 GV5637!UTM  18      -   0.99999458  x   1.00020693  =   1.00020151
 GV5637
 GV5637:                Primary Azimuth Mark                     Grid Az
 GV5637:SPC VA S     -  129 C OF R 1972                          131 39 17.6
 GV5637:UTM  18      -  129 C OF R 1972                          133 47 03.7
 GV5637
 GV5637|---------------------------------------------------------------------|
 GV5637| PID    Reference Object                     Distance      Geod. Az  |
 GV5637|                                                           dddmmss.s |
 GV5637| GV5635 129 C OF R 1972                     400.304 METERS 1321518.4 |
 GV5637| GV5730 22 C OF R 1972                      432.973 METERS 3282149.8 |
 GV5637|---------------------------------------------------------------------|
 GV5637
 GV5637                          SUPERSEDED SURVEY CONTROL
 GV5637
 GV5637  NAD 83(1986)-  37 30 00.15830(N)    077 30 39.69478(W) AD(       ) 2
 GV5637  NAD 27      -  37 29 59.62703(N)    077 30 40.74522(W) AD(       ) 2
 GV5637  NGVD 29 (07/19/86)   67.82   (m)          222.5    (f) LEVELING    3  
 GV5637
 GV5637.Superseded values are not recommended for survey control.
 GV5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5637.See file dsdata.txt to determine how the superseded data were derived.
 GV5637
 GV5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7803253308(NAD 83)
 GV5637_MARKER: Z = SEE DESCRIPTION
 GV5637_SETTING: 0 = UNSPECIFIED SETTING
 GV5637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5637+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5637
 GV5637  HISTORY     - Date     Condition        Report By
 GV5637  HISTORY     - 1972     MONUMENTED       VA2060
 GV5637  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5637  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5637  HISTORY     - 20031108 GOOD             USPSQD
 GV5637  HISTORY     - 20050211 GOOD             USPSQD
 GV5637
 GV5637                          STATION DESCRIPTION
 GV5637
 GV5637'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5637'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5637'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5637'INTERSECTION OF HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5637'0.90 MILE TO INTERSECTION WITH WARWICK RD., THENCE NORTH ON
 GV5637'WARWICK RD. 1.25 MILES TO POINT NO. 130.
 GV5637'
 GV5637'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5637'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5637'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5637'ABOUT 8 INCHES BELOW GROUND.
 GV5637'
 GV5637'35.2 FEET S.W. OF C/L OF WARWICK RD., 16.3 FEET S. OF VEPCO POLE
 GV5637'NO. 7638H, 44.3 FEET N.E. OF N.E. CORNER OF 2-STORY BRICK SCHOOL
 GV5637'BUILDING.
 GV5637'
 GV5637'NEAREST TOWN--RICHMOND.
 GV5637
 GV5637                          STATION RECOVERY (1995)
 GV5637
 GV5637'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5637'MARK NOT FOUND.
 GV5637
 GV5637                          STATION RECOVERY (1999)
 GV5637
 GV5637'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5637'MARK NOT FOUND.
 GV5637
 GV5637                          STATION RECOVERY (2003)
 GV5637
 GV5637'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5637'TOP PLATE AND SLEEVE MISSING.
 GV5637
 GV5637                          STATION RECOVERY (2005)
 GV5637
 GV5637'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0886 ***********************************************************************
 HW0886  DESIGNATION -  1305.1
 HW0886  PID         -  HW0886
 HW0886  STATE/COUNTY-  VA/ROCKINGHAM
 HW0886  USGS QUAD   -  ELKTON WEST (1987)
 HW0886
 HW0886                         *CURRENT SURVEY CONTROL
 HW0886  ___________________________________________________________________
 HW0886* NAD 83(1986)-  38 23 08.     (N)    078 44 00.     (W)     SCALED    
 HW0886* NAVD 88     -       397.590  (meters)    1304.43   (feet)  ADJUSTED  
 HW0886  ___________________________________________________________________
 HW0886  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0886  DYNAMIC HT  -         397.304 (meters)    1303.49  (feet)  COMP
 HW0886  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 HW0886
 HW0886  VERT ORDER  -  SECOND    CLASS 0
 HW0886
 HW0886.The horizontal coordinates were scaled from a topographic map and have
 HW0886.an estimated accuracy of +/- 6 seconds.
 HW0886
 HW0886.The orthometric height was determined by differential leveling
 HW0886.and adjusted by the National Geodetic Survey in June 1991..
 HW0886
 HW0886.The geoid height was determined by GEOID03.
 HW0886
 HW0886.The dynamic height is computed by dividing the NAVD 88
 HW0886.geopotential number by the normal gravity value computed on the
 HW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0886.degrees latitude (g = 980.6199 gals.).
 HW0886
 HW0886.The modeled gravity was interpolated from observed gravity values.
 HW0886
 HW0886;                    North         East    Units  Estimated Accuracy
 HW0886;SPC VA N     - 2,079,820.    3,479,610.      MT  (+/- 180 meters Scaled)
 HW0886
 HW0886                          SUPERSEDED SURVEY CONTROL
 HW0886
 HW0886  NGVD 29 (??/??/92)  397.741  (m)         1304.92   (f) ADJ UNCH    2 0
 HW0886
 HW0886.Superseded values are not recommended for survey control.
 HW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0886.See file dsdata.txt to determine how the superseded data were derived.
 HW0886
 HW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC979510(NAD 83)
 HW0886_MARKER: N = NAIL
 HW0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0886_SP_SET: TREE
 HW0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0886
 HW0886  HISTORY     - Date     Condition        Report By
 HW0886  HISTORY     - UNK      MONUMENTED       USGS
 HW0886  HISTORY     - 1935     GOOD             NGS
 HW0886  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0886  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0886
 HW0886                          STATION DESCRIPTION
 HW0886
 HW0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0886'1.3 MI NW FROM MC GAHEYSVILLE.
 HW0886'1.3 MILES NORTHWEST ALONG COUNTY ROAD 647 FROM MC GAHEYSVILLE,
 HW0886'ROCKINGHAM COUNTY, 30 FEET NORTHEAST OF THE CENTER OF THE
 HW0886'CROSSING OF THE WOODS CROSSROAD, AND IN THE BASE OF A 20-INCH
 HW0886'PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HW0886'NAIL AND WASHER.
 HW0886
 HW0886                          STATION RECOVERY (1968)
 HW0886
 HW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0886'MARK NOT FOUND.
 HW0886
 HW0886                          STATION RECOVERY (1998)
 HW0886
 HW0886'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6039 ***********************************************************************
 GV6039  DESIGNATION -  131
 GV6039  PID         -  GV6039
 GV6039  STATE/COUNTY-  VA/YORK
 GV6039  USGS QUAD   -  YORKTOWN (1994)
 GV6039
 GV6039                         *CURRENT SURVEY CONTROL
 GV6039  ___________________________________________________________________
 GV6039* NAD 83(1993)-  37 11 09.20167(N)    076 33 26.43565(W)     ADJUSTED  
 GV6039* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 GV6039  ___________________________________________________________________
 GV6039  X           -   1,182,708.111 (meters)                     COMP
 GV6039  Y           -  -4,948,145.096 (meters)                     COMP
 GV6039  Z           -   3,833,831.066 (meters)                     COMP
 GV6039  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GV6039  ELLIP HEIGHT-         -29.26  (meters)          (06/04/02) GPS OBS
 GV6039  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV6039
 GV6039  HORZ ORDER  -  SECOND
 GV6039  ELLP ORDER  -  FOURTH    CLASS II
 GV6039
 GV6039.The horizontal coordinates were established by GPS observations
 GV6039.and adjusted by the National Geodetic Survey in September 1995..
 GV6039
 GV6039.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6039
 GV6039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6039
 GV6039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6039
 GV6039.The ellipsoidal height was determined by GPS observations
 GV6039.and is referenced to NAD 83.
 GV6039
 GV6039.The geoid height was determined by GEOID03.
 GV6039
 GV6039;                    North         East     Units Scale Factor Converg.
 GV6039;SPC VA S     - 1,096,386.505 3,672,476.538   MT  0.99995040   +1 10 44.6
 GV6039;SPC VA S     - 3,597,061.39 12,048,783.44   sFT  0.99995040   +1 10 44.6
 GV6039;UTM  18      - 4,116,629.619   361,767.144   MT  0.99983539   -0 56 29.1
 GV6039
 GV6039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6039!SPC VA S     -   1.00000459  x   0.99995040  =   0.99995499
 GV6039!UTM  18      -   1.00000459  x   0.99983539  =   0.99983998
 GV6039
 GV6039                          SUPERSEDED SURVEY CONTROL
 GV6039
 GV6039  ELLIP H (09/08/95)  -29.12   (m)                       GP(       ) 4 2
 GV6039  NAD 83(1993)-  37 11 09.20308(N)    076 33 26.44412(W) AD(       ) 2
 GV6039  NAD 83(1986)-  37 11 09.20961(N)    076 33 26.46483(W) AD(       ) 2
 GV6039  NGVD 29 (12/05/90)    7.0    (m)           23.     (f) GPS OBS        
 GV6039
 GV6039.Superseded values are not recommended for survey control.
 GV6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6039.See file dsdata.txt to determine how the superseded data were derived.
 GV6039
 GV6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6176716630(NAD 83)
 GV6039_MARKER: DD = SURVEY DISK
 GV6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6039_SP_SET: CONCRETE POST
 GV6039_STAMPING: STATION NO. 131
 GV6039_MARK LOGO: VA-199
 GV6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6039+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GV6039
 GV6039  HISTORY     - Date     Condition        Report By
 GV6039  HISTORY     - 1988     MONUMENTED       BSC
 GV6039  HISTORY     - 20030622 GOOD             GEOCAC
 GV6039
 GV6039                          STATION DESCRIPTION
 GV6039
 GV6039'DESCRIBED BY THE BSC GROUP, INCORPORATED 1988
 GV6039'THIS STATION IS SITUATED IN THE CITY OF NEWPORT NEWS, VIRGINIA.  TO
 GV6039'REACH THE STATION FROM THE INTERSECTION ROUTES 105 (FORT EUSTIS
 GV6039'BOULEVARD) AND 143 (JEFFERSON AVENUE), PROCEED NORTHERLY ALONG ROUTE
 GV6039'143 FOR APPROXIMATELY 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT.
 GV6039'THE STATION IS A 3.25 INCH DISK SET IN CONCRETE, APPROXIMATELY 0.05 M
 GV6039'(0.2 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED IN THE GRAVEL
 GV6039'PARKING AREA ON THE WEST SIDE OF ROUTE 143 (JEFFERSON AVENUE),
 GV6039'ADJACENT TO THE CONCRETE BRIDGE OF ROUTE 143 (JEFFERSON AVENUE), 1.98
 GV6039'M (6.5 FT) WEST OF THE STEEL GUARDRAIL.  LOCATION OF REFERENCE MARKS
 GV6039'RELATIVE TO THE MAIN STATION
 GV6039'BEARING             DISTANCE
 GV6039'RM 1    S35 29 34E       34.47 M (113.1 FT)
 GV6039'RM 2    N55 06 52E       19.01 M (62.4 FT)
 GV6039'RM 3    N31 22 26W       543.65 M (1783.6 FT)
 GV6039'REFERENCE MARK NO.1 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.02 M
 GV6039'(0.1 FT) BELOW THE GROUND SURFACE. IT IS STAMPED REFERENCE MARK NO.
 GV6039'1.IT IS LOCATED 2.44 M (8.0 FT) WEST OF THE EDGE OF THE PAVEMENT OF
 GV6039'ROUTE 143 (JEFFERSON AVENUE), 6.10 M (20.0 FT) SOUTH OF THE HEADWALL
 GV6039'OF THE BRIDGE OVER THE RESERVOIR.
 GV6039'REFERENCE MARK NO. 2 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.08 M
 GV6039'(0.3 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6039'2.  IT IS LOCATED 2.44 M (8.0 FT) EAST OF THE CENTER LINE OF ROUTE 143
 GV6039'(JEFFERSON AVENUE), 23.47 M (77.0 FT) NORTH OF THE HEADWALL OF THE
 GV6039'BRIDGE OVER THE RESERVOIR.
 GV6039'REFERENCE MARK NO. 3 IS A 2 INCH DISK IN CONCRETE APPROXIMATELY 0.05 M
 GV6039'(0.2 FT) BELOW THE GROUND SURFACE.  IT IS STAMPED REFERENCE MARK NO.
 GV6039'3.  IT IS LOCATED 1.83 M (6.0 FT) EAST OF THE EDGE OF THE PAVEMENT OF
 GV6039'ROUTE 143 (JEFFERSON AVENUE), 0.24 KM (0.15 MI) NORTH OF THE ENTRANCE
 GV6039'TO NEWPORT NEWS CITY PARK CAMPGROUND AREA.
 GV6039
 GV6039                          STATION RECOVERY (2003)
 GV6039
 GV6039'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV6039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1780 ***********************************************************************
 AJ1780  DESIGNATION -  131 0072
 AJ1780  PID         -  AJ1780
 AJ1780  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1780  USGS QUAD   -  MOYOCK (1986)
 AJ1780
 AJ1780                         *CURRENT SURVEY CONTROL
 AJ1780  ___________________________________________________________________
 AJ1780* NAD 83(1986)-  36 35 14.     (N)    076 09 51.     (W)     SCALED    
 AJ1780* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 AJ1780  ___________________________________________________________________
 AJ1780  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 AJ1780  DYNAMIC HT  -           2.591 (meters)       8.50  (feet)  COMP
 AJ1780  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 AJ1780
 AJ1780  VERT ORDER  -  SECOND    CLASS II
 AJ1780
 AJ1780.The horizontal coordinates were scaled from a topographic map and have
 AJ1780.an estimated accuracy of +/- 6 seconds.
 AJ1780
 AJ1780.The orthometric height was determined by differential leveling
 AJ1780.and adjusted by the National Geodetic Survey in April 2001..
 AJ1780.No vertical observational check was made to the station.
 AJ1780
 AJ1780.The geoid height was determined by GEOID03.
 AJ1780
 AJ1780.The dynamic height is computed by dividing the NAVD 88
 AJ1780.geopotential number by the normal gravity value computed on the
 AJ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1780.degrees latitude (g = 980.6199 gals.).
 AJ1780
 AJ1780.The modeled gravity was interpolated from observed gravity values.
 AJ1780
 AJ1780;                    North         East    Units  Estimated Accuracy
 AJ1780;SPC VA S     - 1,030,760.    3,709,020.      MT  (+/- 180 meters Scaled)
 AJ1780
 AJ1780                          SUPERSEDED SURVEY CONTROL
 AJ1780
 AJ1780.No superseded survey control is available for this station.
 AJ1780
 AJ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF958497(NAD 83)
 AJ1780_MARKER: DD = SURVEY DISK
 AJ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1780_STAMPING: 131 0072
 AJ1780_MARK LOGO: VADHT 
 AJ1780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1780+STABILITY: SURFACE MOTION
 AJ1780
 AJ1780  HISTORY     - Date     Condition        Report By
 AJ1780  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1780
 AJ1780                          STATION DESCRIPTION
 AJ1780
 AJ1780'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1780'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF HICKORY AND 4.4
 AJ1780'MI (7.1 KM) NORTH OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI (1.4
 AJ1780'KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH ROAD,
 AJ1780'THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN CREEK
 AJ1780'ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 0.8 MI (1.3 KM) SOUTHEAST TO
 AJ1780'THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED ABOUT
 AJ1780'4-INCHES BELOW GROUND. LOCATED 52 FT (15.8 M) EAST OF THE CENTERLINE
 AJ1780'OF A GRAVEL ENTRANCE LEADING TO HOUSE-1516, 34.0 FT (10.4 M) NORTHEAST
 AJ1780'OF VIRGINIA POWER POLE-BC67, 30.5 FT (9.3 M) NORTHWEST OF A 4-FT WOVEN
 AJ1780'WIRE FENCE, AND 36.8 FT (11.2 M) NORTH OF THE EDGE OF INDIAN CREEK
 AJ1780'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1781 ***********************************************************************
 AJ1781  DESIGNATION -  131 0073
 AJ1781  PID         -  AJ1781
 AJ1781  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1781  USGS QUAD   -  MOYOCK (1986)
 AJ1781
 AJ1781                         *CURRENT SURVEY CONTROL
 AJ1781  ___________________________________________________________________
 AJ1781* NAD 83(1986)-  36 35 08.     (N)    076 09 10.     (W)     SCALED    
 AJ1781* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 AJ1781  ___________________________________________________________________
 AJ1781  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 AJ1781  DYNAMIC HT  -           2.910 (meters)       9.55  (feet)  COMP
 AJ1781  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 AJ1781
 AJ1781  VERT ORDER  -  SECOND    CLASS II
 AJ1781
 AJ1781.The horizontal coordinates were scaled from a topographic map and have
 AJ1781.an estimated accuracy of +/- 6 seconds.
 AJ1781
 AJ1781.The orthometric height was determined by differential leveling
 AJ1781.and adjusted by the National Geodetic Survey in April 2001..
 AJ1781.No vertical observational check was made to the station.
 AJ1781
 AJ1781.The geoid height was determined by GEOID03.
 AJ1781
 AJ1781.The dynamic height is computed by dividing the NAVD 88
 AJ1781.geopotential number by the normal gravity value computed on the
 AJ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1781.degrees latitude (g = 980.6199 gals.).
 AJ1781
 AJ1781.The modeled gravity was interpolated from observed gravity values.
 AJ1781
 AJ1781;                    North         East    Units  Estimated Accuracy
 AJ1781;SPC VA S     - 1,030,600.    3,710,050.      MT  (+/- 180 meters Scaled)
 AJ1781
 AJ1781                          SUPERSEDED SURVEY CONTROL
 AJ1781
 AJ1781.No superseded survey control is available for this station.
 AJ1781
 AJ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF968495(NAD 83)
 AJ1781_MARKER: DD = SURVEY DISK
 AJ1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1781_STAMPING: 131 0073
 AJ1781_MARK LOGO: VADHT 
 AJ1781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1781+STABILITY: SURFACE MOTION
 AJ1781
 AJ1781  HISTORY     - Date     Condition        Report By
 AJ1781  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1781
 AJ1781                          STATION DESCRIPTION
 AJ1781
 AJ1781'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1781'STATION IS LOCATED ABOUT ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF HICKORY
 AJ1781'AND 4.4 MI (7.1 KM) NORTH-NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA
 AJ1781'168 FOR 0.9 MI (1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA.,
 AJ1781'TO GALLBUSH ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM)
 AJ1781'EAST TO INDIAN CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 1.40 MI
 AJ1781'(2.25 KM) SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD
 AJ1781'AND RECESSED 4-INCHES BELOW GROUND. LOCATED 9.4 FT (2.9 M) SOUTHEAST
 AJ1781'OF VIRGINIA POWER POLE-1B38, AND 98.7 FT (30.1 M)  SOUTHWEST OF
 AJ1781'VIRGINIA POWER POLE-1A84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1782 ***********************************************************************
 AJ1782  DESIGNATION -  131 0074
 AJ1782  PID         -  AJ1782
 AJ1782  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1782  USGS QUAD   -  MOYOCK (1986)
 AJ1782
 AJ1782                         *CURRENT SURVEY CONTROL
 AJ1782  ___________________________________________________________________
 AJ1782* NAD 83(1986)-  36 35 02.     (N)    076 08 28.     (W)     SCALED    
 AJ1782* NAVD 88     -         2.123  (meters)       6.97   (feet)  ADJUSTED  
 AJ1782  ___________________________________________________________________
 AJ1782  GEOID HEIGHT-         -37.59  (meters)                     GEOID03
 AJ1782  DYNAMIC HT  -           2.121 (meters)       6.96  (feet)  COMP
 AJ1782  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 AJ1782
 AJ1782  VERT ORDER  -  SECOND    CLASS II
 AJ1782
 AJ1782.The horizontal coordinates were scaled from a topographic map and have
 AJ1782.an estimated accuracy of +/- 6 seconds.
 AJ1782
 AJ1782.The orthometric height was determined by differential leveling
 AJ1782.and adjusted by the National Geodetic Survey in April 2001..
 AJ1782.No vertical observational check was made to the station.
 AJ1782
 AJ1782.The geoid height was determined by GEOID03.
 AJ1782
 AJ1782.The dynamic height is computed by dividing the NAVD 88
 AJ1782.geopotential number by the normal gravity value computed on the
 AJ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1782.degrees latitude (g = 980.6199 gals.).
 AJ1782
 AJ1782.The modeled gravity was interpolated from observed gravity values.
 AJ1782
 AJ1782;                    North         East    Units  Estimated Accuracy
 AJ1782;SPC VA S     - 1,030,440.    3,711,090.      MT  (+/- 180 meters Scaled)
 AJ1782
 AJ1782                          SUPERSEDED SURVEY CONTROL
 AJ1782
 AJ1782.No superseded survey control is available for this station.
 AJ1782
 AJ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF979493(NAD 83)
 AJ1782_MARKER: DD = SURVEY DISK
 AJ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1782_STAMPING: 131 0074
 AJ1782_MARK LOGO: VADHT 
 AJ1782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1782+STABILITY: SURFACE MOTION
 AJ1782
 AJ1782  HISTORY     - Date     Condition        Report By
 AJ1782  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1782
 AJ1782                          STATION DESCRIPTION
 AJ1782
 AJ1782'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1782'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF HICKORY AND 4.6
 AJ1782'MI (7.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1782'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1782'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 1.95 MI (3.14 KM)
 AJ1782'SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1782'RECESSED 4-INCHES BELOW GROUND. LOCATED 115 FT (35.1 M) WEST OF THE
 AJ1782'CENTER OF GRAVEL ENTRANCE LEADING TO HOUSE 1902, 46 FT (14.0 M)
 AJ1782'SOUTHWEST OF VIRGINIA POWER POLE-MA48, 22.4 FT (6.8 M) NORTH OF EDGE
 AJ1782'OF PAVEMENT OF INDIAN CREEK ROAD, AND 12.5 FT (3.8 M) NORTHWEST OF
 AJ1782'VIRGINIA POWER POLE-MA46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1783 ***********************************************************************
 AJ1783  DESIGNATION -  131 0075
 AJ1783  PID         -  AJ1783
 AJ1783  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1783  USGS QUAD   -  MOYOCK (1986)
 AJ1783
 AJ1783                         *CURRENT SURVEY CONTROL
 AJ1783  ___________________________________________________________________
 AJ1783* NAD 83(1986)-  36 35 01.     (N)    076 08 19.     (W)     SCALED    
 AJ1783* NAVD 88     -         1.578  (meters)       5.18   (feet)  ADJUSTED  
 AJ1783  ___________________________________________________________________
 AJ1783  GEOID HEIGHT-         -37.60  (meters)                     GEOID03
 AJ1783  DYNAMIC HT  -           1.577 (meters)       5.17  (feet)  COMP
 AJ1783  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 AJ1783
 AJ1783  VERT ORDER  -  SECOND    CLASS II
 AJ1783
 AJ1783.The horizontal coordinates were scaled from a topographic map and have
 AJ1783.an estimated accuracy of +/- 6 seconds.
 AJ1783
 AJ1783.The orthometric height was determined by differential leveling
 AJ1783.and adjusted by the National Geodetic Survey in April 2001..
 AJ1783.No vertical observational check was made to the station.
 AJ1783
 AJ1783.The geoid height was determined by GEOID03.
 AJ1783
 AJ1783.The dynamic height is computed by dividing the NAVD 88
 AJ1783.geopotential number by the normal gravity value computed on the
 AJ1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1783.degrees latitude (g = 980.6199 gals.).
 AJ1783
 AJ1783.The modeled gravity was interpolated from observed gravity values.
 AJ1783
 AJ1783;                    North         East    Units  Estimated Accuracy
 AJ1783;SPC VA S     - 1,030,420.    3,711,320.      MT  (+/- 180 meters Scaled)
 AJ1783
 AJ1783                          SUPERSEDED SURVEY CONTROL
 AJ1783
 AJ1783.No superseded survey control is available for this station.
 AJ1783
 AJ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF981492(NAD 83)
 AJ1783_MARKER: DD = SURVEY DISK
 AJ1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1783_STAMPING: 131 0075
 AJ1783_MARK LOGO: VADHT 
 AJ1783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1783+STABILITY: SURFACE MOTION
 AJ1783
 AJ1783  HISTORY     - Date     Condition        Report By
 AJ1783  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1783
 AJ1783                          STATION DESCRIPTION
 AJ1783
 AJ1783'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1783'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF HICKORY AND 4.6
 AJ1783'MI (7.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1783'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1783'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.15 MI (3.46 KM)
 AJ1783'SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1783'RECESSED 4-INCHES BELOW GROUND. LOCATED 150 FT (45.7 M) EAST OF THE
 AJ1783'CENTER OF GRAVEL ENTRANCE LEADING TO HOUSE 1948, 182 FT (55.5 M) WEST
 AJ1783'OF THE CENTERLINE INTERSECTION OF SANDERSON ROAD WITH INDIAN CREEK
 AJ1783'ROAD, 19.5 FT (5.9 M) NORTHWEST OF VIRGINIA POWER POLE-OP03, AND 29.8
 AJ1783'FT (9.1 M) NORTH OF EDGE OF PAVEMENT OF INDIAN CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1785 ***********************************************************************
 AJ1785  DESIGNATION -  131 0076
 AJ1785  PID         -  AJ1785
 AJ1785  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1785  USGS QUAD   -  MOYOCK (1986)
 AJ1785
 AJ1785                         *CURRENT SURVEY CONTROL
 AJ1785  ___________________________________________________________________
 AJ1785* NAD 83(1986)-  36 34 27.     (N)    076 07 49.     (W)     SCALED    
 AJ1785* NAVD 88     -         1.155  (meters)       3.79   (feet)  ADJUSTED  
 AJ1785  ___________________________________________________________________
 AJ1785  GEOID HEIGHT-         -37.63  (meters)                     GEOID03
 AJ1785  DYNAMIC HT  -           1.154 (meters)       3.79  (feet)  COMP
 AJ1785  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 AJ1785
 AJ1785  VERT ORDER  -  SECOND    CLASS II
 AJ1785
 AJ1785.The horizontal coordinates were scaled from a topographic map and have
 AJ1785.an estimated accuracy of +/- 6 seconds.
 AJ1785
 AJ1785.The orthometric height was determined by differential leveling
 AJ1785.and adjusted by the National Geodetic Survey in April 2001..
 AJ1785.No vertical observational check was made to the station.
 AJ1785
 AJ1785.The geoid height was determined by GEOID03.
 AJ1785
 AJ1785.The dynamic height is computed by dividing the NAVD 88
 AJ1785.geopotential number by the normal gravity value computed on the
 AJ1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1785.degrees latitude (g = 980.6199 gals.).
 AJ1785
 AJ1785.The modeled gravity was interpolated from observed gravity values.
 AJ1785
 AJ1785;                    North         East    Units  Estimated Accuracy
 AJ1785;SPC VA S     - 1,029,390.    3,712,090.      MT  (+/- 180 meters Scaled)
 AJ1785
 AJ1785                          SUPERSEDED SURVEY CONTROL
 AJ1785
 AJ1785.No superseded survey control is available for this station.
 AJ1785
 AJ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF988482(NAD 83)
 AJ1785_MARKER: DD = SURVEY DISK
 AJ1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1785_STAMPING: 131 0076
 AJ1785_MARK LOGO: VADHT 
 AJ1785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1785+STABILITY: SURFACE MOTION
 AJ1785
 AJ1785  HISTORY     - Date     Condition        Report By
 AJ1785  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1785
 AJ1785                          STATION DESCRIPTION
 AJ1785
 AJ1785'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1785'STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF HICKORY AND 4.3
 AJ1785'MI (6.9 KM) NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI
 AJ1785'(1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1785'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1785'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1785'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 0.2 MI (0.3 KM)
 AJ1785'SOUTH TO ANSELL ROAD AND THE STATION. MARK IS ABOUT LEVEL WITH THE
 AJ1785'ROAD AND RECESSED 4-INCHES BELOW GROUND. LOCATED 29.5 FT (9.0 M)
 AJ1785'SOUTHEAST OF THE EDGE OF PAVEMENT OF ANSELL ROAD, 22.5 FT (6.9 M)
 AJ1785'NORTHEAST OF VIRGINIA POWER POLE-V168.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1777 ***********************************************************************
 AJ1777  DESIGNATION -  131 0077
 AJ1777  PID         -  AJ1777
 AJ1777  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1777  USGS QUAD   -  MOYOCK (1986)
 AJ1777
 AJ1777                         *CURRENT SURVEY CONTROL
 AJ1777  ___________________________________________________________________
 AJ1777* NAD 83(1986)-  36 36 21.     (N)    076 11 57.     (W)     SCALED    
 AJ1777* NAVD 88     -         4.007  (meters)      13.15   (feet)  ADJUSTED  
 AJ1777  ___________________________________________________________________
 AJ1777  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 AJ1777  DYNAMIC HT  -           4.004 (meters)      13.14  (feet)  COMP
 AJ1777  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 AJ1777
 AJ1777  VERT ORDER  -  SECOND    CLASS II
 AJ1777
 AJ1777.The horizontal coordinates were scaled from a topographic map and have
 AJ1777.an estimated accuracy of +/- 6 seconds.
 AJ1777
 AJ1777.The orthometric height was determined by differential leveling
 AJ1777.and adjusted by the National Geodetic Survey in April 2001..
 AJ1777.No vertical observational check was made to the station.
 AJ1777
 AJ1777.The geoid height was determined by GEOID03.
 AJ1777
 AJ1777.The dynamic height is computed by dividing the NAVD 88
 AJ1777.geopotential number by the normal gravity value computed on the
 AJ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1777.degrees latitude (g = 980.6199 gals.).
 AJ1777
 AJ1777.The modeled gravity was interpolated from observed gravity values.
 AJ1777
 AJ1777;                    North         East    Units  Estimated Accuracy
 AJ1777;SPC VA S     - 1,032,750.    3,705,840.      MT  (+/- 180 meters Scaled)
 AJ1777
 AJ1777                          SUPERSEDED SURVEY CONTROL
 AJ1777
 AJ1777.No superseded survey control is available for this station.
 AJ1777
 AJ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF927518(NAD 83)
 AJ1777_MARKER: DD = SURVEY DISK
 AJ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1777_STAMPING: 131 0077
 AJ1777_MARK LOGO: VADHT 
 AJ1777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1777+STABILITY: SURFACE MOTION
 AJ1777
 AJ1777  HISTORY     - Date     Condition        Report By
 AJ1777  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1777
 AJ1777                          STATION DESCRIPTION
 AJ1777
 AJ1777'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1777'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF HICKORY
 AJ1777'AND 5.7 MI (9.2 KM) NORTH-NORTHWEST OF MOYOCK, NC.  PROCEED ALONG VA
 AJ1777'168 FROM THE POST OFFICE IN NORTHWEST, VA., FOR 2.85 MI (4.59 KM)
 AJ1777'NORTH TO ST. BRIDGES ROAD, THENCE ALONG ST. BRIDGES ROAD FOR 0.7 MI
 AJ1777'(1.1 KM) EAST TO THE STATION, ON THE PROPERTY OF LEBANON, A GRI. CORP.
 AJ1777'COMPANY.  MARK IS ABOUT LEVEL WITH SAINT BRIDGES ROAD-EAST AND
 AJ1777'RECESSED ABOUT 4-INCHES BELOW GROUND.  LOCATED 37.0 FT (11.3 M) SOUTH
 AJ1777'OF THE CENTERLINE OF SAINT BRIDGES ROAD-EAST, 60.6 FT (18.5 M)
 AJ1777'SOUTHWEST OF VIRGINIA POWER POLE-FB42, 12.3 FT (3.7 M) WEST OF THE
 AJ1777'WEST RAIL OF RAILROAD TRACKS, AND 84.0 FT (25.6 M) SOUTHEAST OF
 AJ1777'VIRGINIA POWER POLE-FB31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1778 ***********************************************************************
 AJ1778  DESIGNATION -  131 0078
 AJ1778  PID         -  AJ1778
 AJ1778  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ1778  USGS QUAD   -  MOYOCK (1986)
 AJ1778
 AJ1778                         *CURRENT SURVEY CONTROL
 AJ1778  ___________________________________________________________________
 AJ1778* NAD 83(1986)-  36 35 40.     (N)    076 11 06.     (W)     SCALED    
 AJ1778* NAVD 88     -         1.506  (meters)       4.94   (feet)  ADJUSTED  
 AJ1778  ___________________________________________________________________
 AJ1778  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AJ1778  DYNAMIC HT  -           1.505 (meters)       4.94  (feet)  COMP
 AJ1778  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 AJ1778
 AJ1778  VERT ORDER  -  SECOND    CLASS II
 AJ1778
 AJ1778.The horizontal coordinates were scaled from a topographic map and have
 AJ1778.an estimated accuracy of +/- 6 seconds.
 AJ1778
 AJ1778.The orthometric height was determined by differential leveling
 AJ1778.and adjusted by the National Geodetic Survey in April 2001..
 AJ1778.No vertical observational check was made to the station.
 AJ1778
 AJ1778.The geoid height was determined by GEOID03.
 AJ1778
 AJ1778.The dynamic height is computed by dividing the NAVD 88
 AJ1778.geopotential number by the normal gravity value computed on the
 AJ1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1778.degrees latitude (g = 980.6199 gals.).
 AJ1778
 AJ1778.The modeled gravity was interpolated from observed gravity values.
 AJ1778
 AJ1778;                    North         East    Units  Estimated Accuracy
 AJ1778;SPC VA S     - 1,031,520.    3,707,140.      MT  (+/- 180 meters Scaled)
 AJ1778
 AJ1778                          SUPERSEDED SURVEY CONTROL
 AJ1778
 AJ1778.No superseded survey control is available for this station.
 AJ1778
 AJ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF940505(NAD 83)
 AJ1778_MARKER: DD = SURVEY DISK
 AJ1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1778_STAMPING: 131 0078
 AJ1778_MARK LOGO: VADHT 
 AJ1778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1778+STABILITY: SURFACE MOTION
 AJ1778
 AJ1778  HISTORY     - Date     Condition        Report By
 AJ1778  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1778
 AJ1778                          STATION DESCRIPTION
 AJ1778
 AJ1778'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1778'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF HICKORY
 AJ1778'AND 4.8 MI (7.7 KM) NORTH OF MOYOCK, NC.  PROCEED ALONG VA 168 FOR 0.9
 AJ1778'MI (1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA.  TO GALLBUSH
 AJ1778'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1778'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 0.55 MI (0.89 KM)
 AJ1778'NORTHWEST TO JOHN ETHERIDGE ROAD AND THE STATION.  MARK IS ABOUT LEVEL
 AJ1778'WITH THE INTERSECTION OF INDIAN CREEK ROAD AND JOHN ETHERIDGE ROAD AND
 AJ1778'RECESSED 4-INCHES BELOW GROUND.  LOCATED 48.5 FT (14.8 M) NORTHEAST OF
 AJ1778'THE EDGE OF PAVEMENT OF INDIAN CREEK ROAD, 89.5 FT (27.3 M) SOUTHWEST
 AJ1778'OF A VIRGINIA POWER POLE, 76.9 FT (23.4 M) NORTHWEST OF THE EDGE OF
 AJ1778'PAVEMENT OF JOHN ETHERIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5724 ***********************************************************************
 GV5724  DESIGNATION -  131 C OF R 1972
 GV5724  PID         -  GV5724
 GV5724  STATE/COUNTY-  VA/C OF RICHMOND
 GV5724  USGS QUAD   -  BON AIR (1994)
 GV5724
 GV5724                         *CURRENT SURVEY CONTROL
 GV5724  ___________________________________________________________________
 GV5724* NAD 83(1993)-  37 30 19.89770(N)    077 30 41.89155(W)     ADJUSTED  
 GV5724* NAVD 88     -        68.66   (+/-2cm)     225.3    (feet)  VERTCON   
 GV5724  ___________________________________________________________________
 GV5724  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5724  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5724
 GV5724  HORZ ORDER  -  SECOND
 GV5724  VERT ORDER  -  THIRD ? (See Below)
 GV5724
 GV5724.The horizontal coordinates were established by classical geodetic methods
 GV5724.and adjusted by the National Geodetic Survey in November 1994..
 GV5724
 GV5724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5724.The vertical order pertains to the NGVD 29 superseded value.
 GV5724
 GV5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5724
 GV5724.The geoid height was determined by GEOID03.
 GV5724
 GV5724;                    North         East     Units Scale Factor Converg.
 GV5724;SPC VA S     - 1,130,542.084 3,587,383.920   MT  0.99994829   +0 35 59.5
 GV5724;SPC VA S     - 3,709,120.15 11,769,608.74   sFT  0.99994829   +0 35 59.5
 GV5724;UTM  18      - 4,153,918.201   277,994.062   MT  1.00020714   -1 31 47.3
 GV5724
 GV5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5724!SPC VA S     -   0.99999440  x   0.99994829  =   0.99994269
 GV5724!UTM  18      -   0.99999440  x   1.00020714  =   1.00020154
 GV5724
 GV5724                          SUPERSEDED SURVEY CONTROL
 GV5724
 GV5724  NAD 83(1986)-  37 30 19.90395(N)    077 30 41.90831(W) AD(       ) 2
 GV5724  NAD 27      -  37 30 19.37296(N)    077 30 42.95906(W) AD(       ) 2
 GV5724  NGVD 29 (07/19/86)   68.97   (m)          226.3    (f) LEVELING    3  
 GV5724
 GV5724.Superseded values are not recommended for survey control.
 GV5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5724.See file dsdata.txt to determine how the superseded data were derived.
 GV5724
 GV5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7799453918(NAD 83)
 GV5724_MARKER: Z = SEE DESCRIPTION
 GV5724_SETTING: 0 = UNSPECIFIED SETTING
 GV5724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5724
 GV5724  HISTORY     - Date     Condition        Report By
 GV5724  HISTORY     - 1972     MONUMENTED       VA2060
 GV5724  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5724  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5724  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5724  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5724
 GV5724                          STATION DESCRIPTION
 GV5724
 GV5724'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5724'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5724'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5724'ROUTE 60, THENCE WEST ON ROUTE 60 1.30 MILES TO JEFFERSON VILLAGE
 GV5724'DR., THENCE NORTH ON JEFFERSON VILLAGE DR. 0.05 MILE TO POINT NO.
 GV5724'131.
 GV5724'
 GV5724'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5724'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5724'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5724'ABOUT 8 INCHES BELOW GROUND.
 GV5724'
 GV5724'19.6 FEET W. OF E.P. OF JEFFERSON VILLAGE DR., 29.8 FEET S. OF S.E.
 GV5724'CORNER OF BRICK APT. BLDG., 70.5 FEET W. OF VEPCO POLE NO. RD39.
 GV5724'
 GV5724'NEAREST TOWN--RICHMOND.
 GV5724
 GV5724                          STATION RECOVERY (1995)
 GV5724
 GV5724'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5724'MARK NOT FOUND.
 GV5724
 GV5724                          STATION RECOVERY (1999)
 GV5724
 GV5724'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5724'MARK NOT FOUND.
 GV5724
 GV5724                          STATION RECOVERY (2003)
 GV5724
 GV5724'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5724'MARK NOT FOUND.
 GV5724
 GV5724                          STATION RECOVERY (2005)
 GV5724
 GV5724'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0978 ***********************************************************************
 GW0978  DESIGNATION -  1319.20
 GW0978  PID         -  GW0978
 GW0978  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0978  USGS QUAD   -  GOSHEN (1983)
 GW0978
 GW0978                         *CURRENT SURVEY CONTROL
 GW0978  ___________________________________________________________________
 GW0978* NAD 83(1986)-  37 56 14.     (N)    079 27 11.     (W)     SCALED    
 GW0978* NAVD 88     -       401.904  (meters)    1318.58   (feet)  ADJUSTED  
 GW0978  ___________________________________________________________________
 GW0978  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW0978  DYNAMIC HT  -         401.588 (meters)    1317.54  (feet)  COMP
 GW0978  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 GW0978
 GW0978  VERT ORDER  -  SECOND    CLASS 0
 GW0978
 GW0978.The horizontal coordinates were scaled from a topographic map and have
 GW0978.an estimated accuracy of +/- 6 seconds.
 GW0978
 GW0978.The orthometric height was determined by differential leveling
 GW0978.and adjusted by the National Geodetic Survey in June 1991..
 GW0978
 GW0978.The geoid height was determined by GEOID03.
 GW0978
 GW0978.The dynamic height is computed by dividing the NAVD 88
 GW0978.geopotential number by the normal gravity value computed on the
 GW0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0978.degrees latitude (g = 980.6199 gals.).
 GW0978
 GW0978.The modeled gravity was interpolated from observed gravity values.
 GW0978
 GW0978;                    North         East    Units  Estimated Accuracy
 GW0978;SPC VA S     - 1,178,420.    3,416,220.      MT  (+/- 180 meters Scaled)
 GW0978
 GW0978                          SUPERSEDED SURVEY CONTROL
 GW0978
 GW0978  NGVD 29 (??/??/92)  402.065  (m)         1319.11   (f) ADJ UNCH    2 0
 GW0978
 GW0978.Superseded values are not recommended for survey control.
 GW0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0978.See file dsdata.txt to determine how the superseded data were derived.
 GW0978
 GW0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB359999(NAD 83)
 GW0978_MARKER: N = NAIL
 GW0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0978_SP_SET: OAK TREE
 GW0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0978
 GW0978  HISTORY     - Date     Condition        Report By
 GW0978  HISTORY     - UNK      MONUMENTED       USGS
 GW0978  HISTORY     - 1935     GOOD             NGS
 GW0978
 GW0978                          STATION DESCRIPTION
 GW0978
 GW0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0978'4.9 MI NW FROM ROCKBRIDGE BATHS.
 GW0978'ABOUT 4.9 MILES NORTHWEST ALONG STATE HIGHWAY 501 FROM THE HAYS
 GW0978'CREEK BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, AT THE BEND
 GW0978'OF A RIVER, AT A JUNCTION OF A DIRT ROAD LEADING WEST, 20 FEET
 GW0978'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE CENTER
 GW0978'LINE OF THE HIGHWAY, AND IN THE EAST BASE OF A 20-INCH OAK TREE.
 GW0978'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1479 ***********************************************************************
 FY1479  DESIGNATION -  132
 FY1479  PID         -  FY1479
 FY1479  STATE/COUNTY-  VA/HENRY
 FY1479  USGS QUAD   -  BASSETT (1978)
 FY1479
 FY1479                         *CURRENT SURVEY CONTROL
 FY1479  ___________________________________________________________________
 FY1479* NAD 83(1986)-  36 45 55.     (N)    079 56 16.     (W)     SCALED    
 FY1479* NAVD 88     -       252.838  (meters)     829.52   (feet)  ADJUSTED  
 FY1479  ___________________________________________________________________
 FY1479  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 FY1479  DYNAMIC HT  -         252.625 (meters)     828.82  (feet)  COMP
 FY1479  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 FY1479
 FY1479  VERT ORDER  -  FIRST     CLASS II
 FY1479
 FY1479.The horizontal coordinates were scaled from a topographic map and have
 FY1479.an estimated accuracy of +/- 6 seconds.
 FY1479
 FY1479.The orthometric height was determined by differential leveling
 FY1479.and adjusted by the National Geodetic Survey in June 1991..
 FY1479
 FY1479.The geoid height was determined by GEOID03.
 FY1479
 FY1479.The dynamic height is computed by dividing the NAVD 88
 FY1479.geopotential number by the normal gravity value computed on the
 FY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1479.degrees latitude (g = 980.6199 gals.).
 FY1479
 FY1479.The modeled gravity was interpolated from observed gravity values.
 FY1479
 FY1479;                    North         East    Units  Estimated Accuracy
 FY1479;SPC VA S     - 1,048,910.    3,371,630.      MT  (+/- 180 meters Scaled)
 FY1479
 FY1479                          SUPERSEDED SURVEY CONTROL
 FY1479
 FY1479  NGVD 29 (??/??/92)  253.032  (m)          830.16   (f) ADJ UNCH    1 2
 FY1479
 FY1479.Superseded values are not recommended for survey control.
 FY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1479.See file dsdata.txt to determine how the superseded data were derived.
 FY1479
 FY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA948693(NAD 83)
 FY1479_MARKER: DD = SURVEY DISK
 FY1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1479_SP_SET: BRIDGE
 FY1479_STAMPING: 132 JAS 830 1963
 FY1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1479
 FY1479  HISTORY     - Date     Condition        Report By
 FY1479  HISTORY     - 1963     MONUMENTED       USGS
 FY1479  HISTORY     - 1964     GOOD             NGS
 FY1479
 FY1479                          STATION DESCRIPTION
 FY1479
 FY1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1479'3.3 MI N FROM COLLINSVILLE.
 FY1479'3.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 FY1479'IN COLLINSVILLE TO THE MARK SET IN THE TOP OF THE NORTHWEST
 FY1479'WINGWALL OF A BRIDGE OVER LITTLE REED CREEK ON COUNTY ROAD 669,
 FY1479'122 FEET WEST OF CENTERLINE OF U.S. HIGHWAY 220, 200 FEET
 FY1479'SOUTHEAST OF BROOKSIDE MOTEL, 9.0 FEET NORTH OF APPROXIMATE
 FY1479'CENTER OF COUNTY ROAD 669 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5728 ***********************************************************************
 GV5728  DESIGNATION -  132 C OF R 1972
 GV5728  PID         -  GV5728
 GV5728  STATE/COUNTY-  VA/C OF RICHMOND
 GV5728  USGS QUAD   -  BON AIR (1994)
 GV5728
 GV5728                         *CURRENT SURVEY CONTROL
 GV5728  ___________________________________________________________________
 GV5728* NAD 83(1993)-  37 30 28.52480(N)    077 30 45.56159(W)     ADJUSTED  
 GV5728* NAVD 88     -        69.47   (+/-2cm)     227.9    (feet)  VERTCON   
 GV5728  ___________________________________________________________________
 GV5728  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5728  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5728
 GV5728  HORZ ORDER  -  SECOND
 GV5728  VERT ORDER  -  THIRD ? (See Below)
 GV5728
 GV5728.The horizontal coordinates were established by classical geodetic methods
 GV5728.and adjusted by the National Geodetic Survey in November 1994..
 GV5728
 GV5728.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5728.The vertical order pertains to the NGVD 29 superseded value.
 GV5728
 GV5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5728
 GV5728.The geoid height was determined by GEOID03.
 GV5728
 GV5728;                    North         East     Units Scale Factor Converg.
 GV5728;SPC VA S     - 1,130,807.084 3,587,291.009   MT  0.99994839   +0 35 57.3
 GV5728;SPC VA S     - 3,709,989.57 11,769,303.92   sFT  0.99994839   +0 35 57.3
 GV5728;UTM  18      - 4,154,186.540   277,911.041   MT  1.00020759   -1 31 49.8
 GV5728
 GV5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5728!SPC VA S     -   0.99999427  x   0.99994839  =   0.99994266
 GV5728!UTM  18      -   0.99999427  x   1.00020759  =   1.00020186
 GV5728
 GV5728                          SUPERSEDED SURVEY CONTROL
 GV5728
 GV5728  NAD 83(1986)-  37 30 28.53105(N)    077 30 45.57837(W) AD(       ) 2
 GV5728  NAD 27      -  37 30 28.00016(N)    077 30 46.62920(W) AD(       ) 2
 GV5728  NGVD 29 (07/19/86)   69.78   (m)          228.9    (f) LEVELING    3  
 GV5728
 GV5728.Superseded values are not recommended for survey control.
 GV5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5728.See file dsdata.txt to determine how the superseded data were derived.
 GV5728
 GV5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7791154187(NAD 83)
 GV5728_MARKER: Z = SEE DESCRIPTION
 GV5728_SETTING: 0 = UNSPECIFIED SETTING
 GV5728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5728
 GV5728  HISTORY     - Date     Condition        Report By
 GV5728  HISTORY     - 1972     MONUMENTED       VA2060
 GV5728  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5728  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5728  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5728  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5728
 GV5728                          STATION DESCRIPTION
 GV5728
 GV5728'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5728'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5728'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5728'ROUTE 60, THENCE WEST ON ROUTE 60 1.30 MILES TO JEFFERSON VILLAGE
 GV5728'DR., THENCE NORTH ON JEFFERSON VILLAGE DR. 0.15 MILE TO POINT NO.
 GV5728'132.
 GV5728'
 GV5728'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5728'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5728'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5728'ABOUT 8 INCHES BELOW GROUND.
 GV5728'
 GV5728'46.3 FEET S.E. OF E.P. OF VEVADEL CT., 31.5 FEET N. OF A 12 INCH
 GV5728'OAK TREE, 69.0 FEET N. OF E.P. OF JEFFERSON VILLAGE DR.
 GV5728'
 GV5728'NEAREST TOWN--RICHMOND.
 GV5728
 GV5728                          STATION RECOVERY (1995)
 GV5728
 GV5728'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5728'MARK NOT FOUND.
 GV5728
 GV5728                          STATION RECOVERY (1999)
 GV5728
 GV5728'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5728'MARK NOT FOUND.
 GV5728
 GV5728                          STATION RECOVERY (2003)
 GV5728
 GV5728'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5728'MARK NOT FOUND.
 GV5728
 GV5728                          STATION RECOVERY (2005)
 GV5728
 GV5728'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0956 ***********************************************************************
 HW0956  DESIGNATION -  1320.9
 HW0956  PID         -  HW0956
 HW0956  STATE/COUNTY-  VA/AUGUSTA
 HW0956  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0956
 HW0956                         *CURRENT SURVEY CONTROL
 HW0956  ___________________________________________________________________
 HW0956* NAD 83(1986)-  38 05 53.     (N)    078 58 06.     (W)     SCALED    
 HW0956* NAVD 88     -       402.534  (meters)    1320.65   (feet)  ADJUSTED  
 HW0956  ___________________________________________________________________
 HW0956  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW0956  DYNAMIC HT  -         402.228 (meters)    1319.64  (feet)  COMP
 HW0956  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 HW0956
 HW0956  VERT ORDER  -  SECOND    CLASS 0
 HW0956
 HW0956.The horizontal coordinates were scaled from a topographic map and have
 HW0956.an estimated accuracy of +/- 6 seconds.
 HW0956
 HW0956.The orthometric height was determined by differential leveling
 HW0956.and adjusted by the National Geodetic Survey in June 1991..
 HW0956
 HW0956.The geoid height was determined by GEOID03.
 HW0956
 HW0956.The dynamic height is computed by dividing the NAVD 88
 HW0956.geopotential number by the normal gravity value computed on the
 HW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0956.degrees latitude (g = 980.6199 gals.).
 HW0956
 HW0956.The modeled gravity was interpolated from observed gravity values.
 HW0956
 HW0956;                    North         East    Units  Estimated Accuracy
 HW0956;SPC VA N     - 2,047,990.    3,458,920.      MT  (+/- 180 meters Scaled)
 HW0956
 HW0956                          SUPERSEDED SURVEY CONTROL
 HW0956
 HW0956  NGVD 29 (??/??/92)  402.678  (m)         1321.12   (f) ADJ UNCH    2 0
 HW0956
 HW0956.Superseded values are not recommended for survey control.
 HW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0956.See file dsdata.txt to determine how the superseded data were derived.
 HW0956
 HW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC781186(NAD 83)
 HW0956_MARKER: Q = CHISELED SQUARE
 HW0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0956_SP_SET: OVERPASS
 HW0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0956
 HW0956  HISTORY     - Date     Condition        Report By
 HW0956  HISTORY     - UNK      MONUMENTED       USGS
 HW0956  HISTORY     - 1958     GOOD             NGS
 HW0956
 HW0956                          STATION DESCRIPTION
 HW0956
 HW0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0956'AT FISHERVILLE.
 HW0956'AT FISHERSVILLE, ABOUT 0.1 MILE SOUTHWEST OF THE CHESAPEAKE AND
 HW0956'OHIO RAILWAY STATION, AT THE OVERPASS OVER U.S. HIGHWAY 250,
 HW0956'ON TOP OF THE SOUTHEAST END OF THE LOWER CONCRETE STEP OF THE
 HW0956'SOUTHWEST WINGWALL OF THE OVERPASS, 16 FEET SOUTHWEST OF THE
 HW0956'CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF THE SOUTHEAST
 HW0956'END OF THE STEP AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1757 ***********************************************************************
 GX1757  DESIGNATION -  1325
 GX1757  PID         -  GX1757
 GX1757  STATE/COUNTY-  VA/TAZEWELL
 GX1757  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1757
 GX1757                         *CURRENT SURVEY CONTROL
 GX1757  ___________________________________________________________________
 GX1757* NAD 83(1986)-  37 07 42.     (N)    081 33 03.     (W)     SCALED    
 GX1757* NAVD 88     -       722.902  (meters)    2371.72   (feet)  ADJUSTED  
 GX1757  ___________________________________________________________________
 GX1757  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 GX1757  DYNAMIC HT  -         722.250 (meters)    2369.58  (feet)  COMP
 GX1757  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 GX1757
 GX1757  VERT ORDER  -  SECOND    CLASS 0
 GX1757
 GX1757.The horizontal coordinates were scaled from a topographic map and have
 GX1757.an estimated accuracy of +/- 6 seconds.
 GX1757
 GX1757.The orthometric height was determined by differential leveling
 GX1757.and adjusted by the National Geodetic Survey in June 1991..
 GX1757
 GX1757.The geoid height was determined by GEOID03.
 GX1757
 GX1757.The dynamic height is computed by dividing the NAVD 88
 GX1757.geopotential number by the normal gravity value computed on the
 GX1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1757.degrees latitude (g = 980.6199 gals.).
 GX1757
 GX1757.The modeled gravity was interpolated from observed gravity values.
 GX1757
 GX1757;                    North         East    Units  Estimated Accuracy
 GX1757;SPC VA S     - 1,092,610.    3,228,960.      MT  (+/- 180 meters Scaled)
 GX1757
 GX1757                          SUPERSEDED SURVEY CONTROL
 GX1757
 GX1757  NGVD 29 (??/??/92)  723.013  (m)         2372.09   (f) ADJ UNCH    2 0
 GX1757
 GX1757.Superseded values are not recommended for survey control.
 GX1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1757.See file dsdata.txt to determine how the superseded data were derived.
 GX1757
 GX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB510092(NAD 83)
 GX1757_MARKER: B = BOLT
 GX1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1757_SP_SET: OVERPASS
 GX1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1757
 GX1757  HISTORY     - Date     Condition        Report By
 GX1757  HISTORY     - UNK      MONUMENTED       NWRR
 GX1757  HISTORY     - 1958     GOOD             NGS
 GX1757  HISTORY     - 1963     GOOD             NGS
 GX1757
 GX1757                          STATION DESCRIPTION
 GX1757
 GX1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1757'1.4 MI W FROM NORTH TAZEWELL.
 GX1757'1.4 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1757'STATION AT NORTH TAZEWELL, ABOUT 0.1 MILE EAST OF MILE POST 387,
 GX1757'AT OVERPASS OVER STATE HIGHWAY 16, IN THE TOP OF SOUTH END OF
 GX1757'EAST CONCRETE ABUTMENT OF RAILWAY OVERPASS NO. 1325, 10 FEET
 GX1757'SOUTH OF SOUTH RAIL AND ABOUT LEVEL WITH TRACK.
 GX1757
 GX1757                          STATION RECOVERY (1963)
 GX1757
 GX1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5733 ***********************************************************************
 GV5733  DESIGNATION -  133 C OF R 1972
 GV5733  PID         -  GV5733
 GV5733  STATE/COUNTY-  VA/C OF RICHMOND
 GV5733  USGS QUAD   -  BON AIR (1994)
 GV5733
 GV5733                         *CURRENT SURVEY CONTROL
 GV5733  ___________________________________________________________________
 GV5733* NAD 83(1993)-  37 30 34.84624(N)    077 30 51.94621(W)     ADJUSTED  
 GV5733* NAVD 88     -        66.59   (+/-2cm)     218.5    (feet)  VERTCON   
 GV5733  ___________________________________________________________________
 GV5733  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GV5733  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5733
 GV5733  HORZ ORDER  -  SECOND
 GV5733  VERT ORDER  -  THIRD ? (See Below)
 GV5733
 GV5733.The horizontal coordinates were established by classical geodetic methods
 GV5733.and adjusted by the National Geodetic Survey in November 1994..
 GV5733
 GV5733.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5733.The vertical order pertains to the NGVD 29 superseded value.
 GV5733
 GV5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5733
 GV5733.The geoid height was determined by GEOID03.
 GV5733
 GV5733;                    North         East     Units Scale Factor Converg.
 GV5733;SPC VA S     - 1,131,000.314 3,587,132.185   MT  0.99994847   +0 35 53.4
 GV5733;SPC VA S     - 3,710,623.53 11,768,782.84   sFT  0.99994847   +0 35 53.4
 GV5733;UTM  18      - 4,154,385.590   277,759.469   MT  1.00020842   -1 31 53.9
 GV5733
 GV5733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5733!SPC VA S     -   0.99999472  x   0.99994847  =   0.99994319
 GV5733!UTM  18      -   0.99999472  x   1.00020842  =   1.00020314
 GV5733
 GV5733:                Primary Azimuth Mark                     Grid Az
 GV5733:SPC VA S     -  134 C OF R 1972                          038 26 59.2
 GV5733:UTM  18      -  134 C OF R 1972                          040 34 46.5
 GV5733
 GV5733|---------------------------------------------------------------------|
 GV5733| PID    Reference Object                     Distance      Geod. Az  |
 GV5733|                                                           dddmmss.s |
 GV5733| GV5720 134 C OF R 1972                     APPROX. 0.5 KM 0390252.6 |
 GV5733| GV5728 132 C OF R 1972                     250.138 METERS 14111     |
 GV5733|---------------------------------------------------------------------|
 GV5733
 GV5733                          SUPERSEDED SURVEY CONTROL
 GV5733
 GV5733  NAD 83(1986)-  37 30 34.85247(N)    077 30 51.96302(W) AD(       ) 2
 GV5733  NAD 27      -  37 30 34.32162(N)    077 30 53.01378(W) AD(       ) 2
 GV5733  NGVD 29 (07/19/86)   66.90   (m)          219.5    (f) LEVELING    3  
 GV5733
 GV5733.Superseded values are not recommended for survey control.
 GV5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5733.See file dsdata.txt to determine how the superseded data were derived.
 GV5733
 GV5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7775954386(NAD 83)
 GV5733_MARKER: Z = SEE DESCRIPTION
 GV5733_SETTING: 0 = UNSPECIFIED SETTING
 GV5733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5733+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5733
 GV5733  HISTORY     - Date     Condition        Report By
 GV5733  HISTORY     - 1972     MONUMENTED       VA2060
 GV5733  HISTORY     - 19951203 GOOD             USPSQD
 GV5733  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5733  HISTORY     - 20031108 GOOD             USPSQD
 GV5733  HISTORY     - 20050207 GOOD             USPSQD
 GV5733
 GV5733                          STATION DESCRIPTION
 GV5733
 GV5733'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5733'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5733'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5733'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5733'THENCE NORTH ON GERMAN SCHOOL RD. 0.70 MILE TO DETER RD., THENCE
 GV5733'WEST ON DETER RD. 0.35 MILE TO POINT NO. 133.
 GV5733'
 GV5733'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5733'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5733'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5733'8 INCHES BELOW GROUND.
 GV5733'
 GV5733'21.0 FEET N.W. OF C/L OF DETER RD., 18.8 FEET S.E. OF 6 INCH
 GV5733'MAPLE TREE, 48.5 FEET E. OF S.E. CORNER OF A 1-STORY BRICK HOUSE.
 GV5733'
 GV5733'NEAREST TOWN--RICHMOND.
 GV5733
 GV5733                          STATION RECOVERY (1995)
 GV5733
 GV5733'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5733'RECOVERED IN GOOD CONDITION.
 GV5733
 GV5733                          STATION RECOVERY (1999)
 GV5733
 GV5733'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5733'MARK NOT FOUND.
 GV5733
 GV5733                          STATION RECOVERY (2003)
 GV5733
 GV5733'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5733'MARK IS IN FRONT OF 422 DETER STREET.
 GV5733
 GV5733                          STATION RECOVERY (2005)
 GV5733
 GV5733'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1123 ***********************************************************************
 GV1123  DESIGNATION -  133 USGS
 GV1123  PID         -  GV1123
 GV1123  STATE/COUNTY-  VA/KING AND QUEEN
 GV1123  USGS QUAD   -  TRUHART (1989)
 GV1123
 GV1123                         *CURRENT SURVEY CONTROL
 GV1123  ___________________________________________________________________
 GV1123* NAD 83(1986)-  37 42 36.     (N)    076 47 02.     (W)     SCALED    
 GV1123* NAVD 88     -        40.167  (meters)     131.78   (feet)  ADJUSTED  
 GV1123  ___________________________________________________________________
 GV1123  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GV1123  DYNAMIC HT  -          40.140 (meters)     131.69  (feet)  COMP
 GV1123  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 GV1123
 GV1123  VERT ORDER  -  SECOND    CLASS 0
 GV1123
 GV1123.The horizontal coordinates were scaled from a topographic map and have
 GV1123.an estimated accuracy of +/- 6 seconds.
 GV1123
 GV1123.The orthometric height was determined by differential leveling
 GV1123.and adjusted by the National Geodetic Survey in June 1991..
 GV1123
 GV1123.The geoid height was determined by GEOID03.
 GV1123
 GV1123.The dynamic height is computed by dividing the NAVD 88
 GV1123.geopotential number by the normal gravity value computed on the
 GV1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1123.degrees latitude (g = 980.6199 gals.).
 GV1123
 GV1123.The modeled gravity was interpolated from observed gravity values.
 GV1123
 GV1123;                    North         East    Units  Estimated Accuracy
 GV1123;SPC VA S     - 1,154,150.    3,651,310.      MT  (+/- 180 meters Scaled)
 GV1123
 GV1123                          SUPERSEDED SURVEY CONTROL
 GV1123
 GV1123  NGVD 29 (??/??/??)   40.528  (m)          132.97   (f) ADJUSTED    2 0
 GV1123
 GV1123.Superseded values are not recommended for survey control.
 GV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1123.See file dsdata.txt to determine how the superseded data were derived.
 GV1123
 GV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG427751(NAD 83)
 GV1123_MARKER: P = PIPE CAP
 GV1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1123_STAMPING: 133 VA 1917
 GV1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1123
 GV1123  HISTORY     - Date     Condition        Report By
 GV1123  HISTORY     - 1917     MONUMENTED       USGS
 GV1123  HISTORY     - 1962     GOOD             CGS
 GV1123  HISTORY     - 1962     GOOD             CGS
 GV1123  HISTORY     - 19941115 GOOD             USPSQD
 GV1123  HISTORY     - 20000115 GOOD             USPSQD
 GV1123  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1123
 GV1123                          STATION DESCRIPTION
 GV1123
 GV1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1123'0.6 MI N FROM DRAGONVILLE.
 GV1123'0.6 MILE NORTH ALONG SECONDARY STATE HIGHWAY 610 FROM THE POST
 GV1123'OFFICE AT DRAGONVILLE, KING AND QUEEN COUNTY, 0.35 MILE NORTH
 GV1123'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 616 LEADING NORTHWEST,
 GV1123'AT HICKORY HILL SCHOOL, 119.7 FEET NORTHEAST OF THE NORTHEAST
 GV1123'CORNER OF THE SCHOOL BUILDING, IN THE SCHOOLYARD, 21 FEET WEST
 GV1123'OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET SOUTHWEST OF A
 GV1123'20-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1123'CAP, STAMPED 133 VA 1917 AND RIVETED ON THE TOP OF AN IRON PIPE
 GV1123'PROJECTING 12 INCHES ABOVE GROUND.NOTE--THE SCHOOL BUILDING IS GONE
 GV1123'AND THE CAP HAS BEEN SOMEWHAT DEFACED.
 GV1123
 GV1123                          STATION RECOVERY (1962)
 GV1123
 GV1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV1123'RECOVERED IN GOOD CONDITION.
 GV1123
 GV1123                          STATION RECOVERY (1994)
 GV1123
 GV1123'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1123'RECOVERED IN GOOD CONDITION.
 GV1123
 GV1123                          STATION RECOVERY (2000)
 GV1123
 GV1123'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1123'RECOVERED IN GOOD CONDITION.
 GV1123
 GV1123                          STATION RECOVERY (2004)
 GV1123
 GV1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0909 ***********************************************************************
 HW0909  DESIGNATION -  1335
 HW0909  PID         -  HW0909
 HW0909  STATE/COUNTY-  VA/ROCKINGHAM
 HW0909  USGS QUAD   -  HARRISONBURG (1989)
 HW0909
 HW0909                         *CURRENT SURVEY CONTROL
 HW0909  ___________________________________________________________________
 HW0909* NAD 83(1986)-  38 23 33.     (N)    078 48 38.     (W)     SCALED    
 HW0909* NAVD 88     -       381.795  (meters)    1252.61   (feet)  ADJUSTED  
 HW0909  ___________________________________________________________________
 HW0909  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0909  DYNAMIC HT  -         381.516 (meters)    1251.69  (feet)  COMP
 HW0909  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 HW0909
 HW0909  VERT ORDER  -  SECOND    CLASS 0
 HW0909
 HW0909.The horizontal coordinates were scaled from a topographic map and have
 HW0909.an estimated accuracy of +/- 6 seconds.
 HW0909
 HW0909.The orthometric height was determined by differential leveling
 HW0909.and adjusted by the National Geodetic Survey in June 1991..
 HW0909
 HW0909.The geoid height was determined by GEOID03.
 HW0909
 HW0909.The dynamic height is computed by dividing the NAVD 88
 HW0909.geopotential number by the normal gravity value computed on the
 HW0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0909.degrees latitude (g = 980.6199 gals.).
 HW0909
 HW0909.The modeled gravity was interpolated from observed gravity values.
 HW0909
 HW0909;                    North         East    Units  Estimated Accuracy
 HW0909;SPC VA N     - 2,080,610.    3,472,870.      MT  (+/- 180 meters Scaled)
 HW0909
 HW0909                          SUPERSEDED SURVEY CONTROL
 HW0909
 HW0909  NGVD 29 (??/??/92)  381.946  (m)         1253.10   (f) ADJ UNCH    2 0
 HW0909
 HW0909.Superseded values are not recommended for survey control.
 HW0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0909.See file dsdata.txt to determine how the superseded data were derived.
 HW0909
 HW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC912516(NAD 83)
 HW0909_MARKER: DD = SURVEY DISK
 HW0909_SETTING: 0 = UNSPECIFIED SETTING
 HW0909_STAMPING: 1335 1934
 HW0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0909
 HW0909  HISTORY     - Date     Condition        Report By
 HW0909  HISTORY     - 1934     MONUMENTED       USFS
 HW0909  HISTORY     - 1942     GOOD             NGS
 HW0909  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW0909
 HW0909                          STATION DESCRIPTION
 HW0909
 HW0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0909'0.7 MI SW FROM PENN LAIRD.
 HW0909'0.7 MILE SOUTHWEST OF PENN LAIRD ON U.S. HIGHWAY 33, AT THE
 HW0909'CROSSING OF COUNTY ROAD NO. 620, ABOUT 110 FEET SOUTHWEST OF
 HW0909'THE H.S. HARRISON SPRING HOUSE, 57 FEET NORTHEAST OF THE
 HW0909'CENTERLINE OF COUNTY ROAD NO. 620, SET IN THE CORNER OF A
 HW0909'PASTURE.
 HW0909
 HW0909                          STATION RECOVERY (1998)
 HW0909
 HW0909'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1786 ***********************************************************************
 AJ1786  DESIGNATION -  134 0123
 AJ1786  PID         -  AJ1786
 AJ1786  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1786  USGS QUAD   -  CREEDS (1986)
 AJ1786
 AJ1786                         *CURRENT SURVEY CONTROL
 AJ1786  ___________________________________________________________________
 AJ1786* NAD 83(1986)-  36 34 18.     (N)    076 07 13.     (W)     SCALED    
 AJ1786* NAVD 88     -         2.028  (meters)       6.65   (feet)  ADJUSTED  
 AJ1786  ___________________________________________________________________
 AJ1786  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 AJ1786  DYNAMIC HT  -           2.027 (meters)       6.65  (feet)  COMP
 AJ1786  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 AJ1786
 AJ1786  VERT ORDER  -  SECOND    CLASS II
 AJ1786
 AJ1786.The horizontal coordinates were scaled from a topographic map and have
 AJ1786.an estimated accuracy of +/- 6 seconds.
 AJ1786
 AJ1786.The orthometric height was determined by differential leveling
 AJ1786.and adjusted by the National Geodetic Survey in April 2001..
 AJ1786.No vertical observational check was made to the station.
 AJ1786
 AJ1786.The geoid height was determined by GEOID03.
 AJ1786
 AJ1786.The dynamic height is computed by dividing the NAVD 88
 AJ1786.geopotential number by the normal gravity value computed on the
 AJ1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1786.degrees latitude (g = 980.6199 gals.).
 AJ1786
 AJ1786.The modeled gravity was interpolated from observed gravity values.
 AJ1786
 AJ1786;                    North         East    Units  Estimated Accuracy
 AJ1786;SPC VA S     - 1,029,130.    3,712,990.      MT  (+/- 180 meters Scaled)
 AJ1786
 AJ1786                          SUPERSEDED SURVEY CONTROL
 AJ1786
 AJ1786.No superseded survey control is available for this station.
 AJ1786
 AJ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF997479(NAD 83)
 AJ1786_MARKER: DD = SURVEY DISK
 AJ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1786_STAMPING: 134 0123
 AJ1786_MARK LOGO: VADHT 
 AJ1786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1786+STABILITY: SURFACE MOTION
 AJ1786
 AJ1786  HISTORY     - Date     Condition        Report By
 AJ1786  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1786
 AJ1786                          STATION DESCRIPTION
 AJ1786
 AJ1786'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1786'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF HICKORY AND 4.6
 AJ1786'MI (7.4 KM) NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI
 AJ1786'(1.4 KM)  NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1786'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1786'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1786'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 0.9 MI (1.4 KM)
 AJ1786'SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1786'RECESSED 4-INCHES BELOW GROUND. LOCATED 50.7 FT (15.5 M) EAST OF THE
 AJ1786'CENTER OF A GRAVEL ENTRANCE LEADING TO HOUSE-3528, 33.1 FT (10.1 M)
 AJ1786'NORTH OF THE EDGE OF PAVEMENT OF BAUM ROAD, 53.7 FT (16.4 M) SOUTHEAST
 AJ1786'OF VIRGINIA POWER POLE-BG97, 31.0 FT (9.4 M) NORTHEAST OF VIRGINIA
 AJ1786'POWER POLE-BG96, AND 16.5 FT (5.0 M) NORTHWEST OF GTE TELEPHONE
 AJ1786'PEDESTAL-C-22-11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1787 ***********************************************************************
 AJ1787  DESIGNATION -  134 0124
 AJ1787  PID         -  AJ1787
 AJ1787  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1787  USGS QUAD   -  CREEDS (1986)
 AJ1787
 AJ1787                         *CURRENT SURVEY CONTROL
 AJ1787  ___________________________________________________________________
 AJ1787* NAD 83(1986)-  36 34 15.     (N)    076 06 58.     (W)     SCALED    
 AJ1787* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 AJ1787  ___________________________________________________________________
 AJ1787  GEOID HEIGHT-         -37.68  (meters)                     GEOID03
 AJ1787  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 AJ1787  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 AJ1787
 AJ1787  VERT ORDER  -  SECOND    CLASS II
 AJ1787
 AJ1787.The horizontal coordinates were scaled from a topographic map and have
 AJ1787.an estimated accuracy of +/- 6 seconds.
 AJ1787
 AJ1787.The orthometric height was determined by differential leveling
 AJ1787.and adjusted by the National Geodetic Survey in April 2001..
 AJ1787.No vertical observational check was made to the station.
 AJ1787
 AJ1787.The geoid height was determined by GEOID03.
 AJ1787
 AJ1787.The dynamic height is computed by dividing the NAVD 88
 AJ1787.geopotential number by the normal gravity value computed on the
 AJ1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1787.degrees latitude (g = 980.6199 gals.).
 AJ1787
 AJ1787.The modeled gravity was interpolated from observed gravity values.
 AJ1787
 AJ1787;                    North         East    Units  Estimated Accuracy
 AJ1787;SPC VA S     - 1,029,050.    3,713,370.      MT  (+/- 180 meters Scaled)
 AJ1787
 AJ1787                          SUPERSEDED SURVEY CONTROL
 AJ1787
 AJ1787.No superseded survey control is available for this station.
 AJ1787
 AJ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF001478(NAD 83)
 AJ1787_MARKER: DD = SURVEY DISK
 AJ1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1787_STAMPING: 134 0124
 AJ1787_MARK LOGO: VADHT 
 AJ1787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1787+STABILITY: SURFACE MOTION
 AJ1787
 AJ1787  HISTORY     - Date     Condition        Report By
 AJ1787  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1787
 AJ1787                          STATION DESCRIPTION
 AJ1787
 AJ1787'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1787'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HICKORY AND 4.7
 AJ1787'MI (7.6 KM) NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI
 AJ1787'(1.4 KM)  NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1787'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1787'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1787'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.1 MI (1.8 KM)
 AJ1787'SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1787'RECESSED 4-INCHES BELOW GROUND. LOCATED 13.0 FT (4.0 M) EAST OF THE
 AJ1787'CENTER OF A GRAVEL ENTRANCE, 33.5 FT (10.2 M) SOUTHEAST OF A 15-INCH
 AJ1787'TWIN BLACK WALNUT, 10.2 FT (3.1 M) SOUTH OF THE EDGE OF PAVEMENT OF
 AJ1787'BAUM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1788 ***********************************************************************
 AJ1788  DESIGNATION -  134 0125
 AJ1788  PID         -  AJ1788
 AJ1788  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1788  USGS QUAD   -  CREEDS (1986)
 AJ1788
 AJ1788                         *CURRENT SURVEY CONTROL
 AJ1788  ___________________________________________________________________
 AJ1788* NAD 83(1986)-  36 34 14.     (N)    076 06 09.     (W)     SCALED    
 AJ1788* NAVD 88     -         1.993  (meters)       6.54   (feet)  ADJUSTED  
 AJ1788  ___________________________________________________________________
 AJ1788  GEOID HEIGHT-         -37.72  (meters)                     GEOID03
 AJ1788  DYNAMIC HT  -           1.991 (meters)       6.53  (feet)  COMP
 AJ1788  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 AJ1788
 AJ1788  VERT ORDER  -  SECOND    CLASS II
 AJ1788
 AJ1788.The horizontal coordinates were scaled from a topographic map and have
 AJ1788.an estimated accuracy of +/- 6 seconds.
 AJ1788
 AJ1788.The orthometric height was determined by differential leveling
 AJ1788.and adjusted by the National Geodetic Survey in April 2001..
 AJ1788.No vertical observational check was made to the station.
 AJ1788
 AJ1788.The geoid height was determined by GEOID03.
 AJ1788
 AJ1788.The dynamic height is computed by dividing the NAVD 88
 AJ1788.geopotential number by the normal gravity value computed on the
 AJ1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1788.degrees latitude (g = 980.6199 gals.).
 AJ1788
 AJ1788.The modeled gravity was interpolated from observed gravity values.
 AJ1788
 AJ1788;                    North         East    Units  Estimated Accuracy
 AJ1788;SPC VA S     - 1,029,050.    3,714,590.      MT  (+/- 180 meters Scaled)
 AJ1788
 AJ1788                          SUPERSEDED SURVEY CONTROL
 AJ1788
 AJ1788.No superseded survey control is available for this station.
 AJ1788
 AJ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF013478(NAD 83)
 AJ1788_MARKER: DD = SURVEY DISK
 AJ1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1788_STAMPING: 134 0125
 AJ1788_MARK LOGO: VADHT 
 AJ1788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1788+STABILITY: SURFACE MOTION
 AJ1788
 AJ1788  HISTORY     - Date     Condition        Report By
 AJ1788  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1788
 AJ1788                          STATION DESCRIPTION
 AJ1788
 AJ1788'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1788'STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HICKORY AND 5.3
 AJ1788'MI (8.5 KM) NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI
 AJ1788'(1.4 KM)  NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1788'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1788'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1788'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.8 MI (2.9 KM)
 AJ1788'SOUTHEAST TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1788'RECESSED 4-INCHES BELOW GROUND. LOCATED 50 FT (15.2 M) EAST OF THE
 AJ1788'CENTERLINE OF AN ASPHALT ENTRANCE LEADING TO HOUSE-3248, 17 FT (5.2 M)
 AJ1788'NORTH OF THE EDGE OF PAVEMENT OF BAUM ROAD, AND 20.6 FT (6.3 M)
 AJ1788'NORTHWEST OF VIRGINIA POWER POLE-MF29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1789 ***********************************************************************
 AJ1789  DESIGNATION -  134 0126
 AJ1789  PID         -  AJ1789
 AJ1789  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1789  USGS QUAD   -  CREEDS (1986)
 AJ1789
 AJ1789                         *CURRENT SURVEY CONTROL
 AJ1789  ___________________________________________________________________
 AJ1789* NAD 83(1986)-  36 33 50.     (N)    076 06 03.     (W)     SCALED    
 AJ1789* NAVD 88     -         1.693  (meters)       5.55   (feet)  ADJUSTED  
 AJ1789  ___________________________________________________________________
 AJ1789  GEOID HEIGHT-         -37.73  (meters)                     GEOID03
 AJ1789  DYNAMIC HT  -           1.692 (meters)       5.55  (feet)  COMP
 AJ1789  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 AJ1789
 AJ1789  VERT ORDER  -  SECOND    CLASS II
 AJ1789
 AJ1789.The horizontal coordinates were scaled from a topographic map and have
 AJ1789.an estimated accuracy of +/- 6 seconds.
 AJ1789
 AJ1789.The orthometric height was determined by differential leveling
 AJ1789.and adjusted by the National Geodetic Survey in April 2001..
 AJ1789.No vertical observational check was made to the station.
 AJ1789
 AJ1789.The geoid height was determined by GEOID03.
 AJ1789
 AJ1789.The dynamic height is computed by dividing the NAVD 88
 AJ1789.geopotential number by the normal gravity value computed on the
 AJ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1789.degrees latitude (g = 980.6199 gals.).
 AJ1789
 AJ1789.The modeled gravity was interpolated from observed gravity values.
 AJ1789
 AJ1789;                    North         East    Units  Estimated Accuracy
 AJ1789;SPC VA S     - 1,028,320.    3,714,750.      MT  (+/- 180 meters Scaled)
 AJ1789
 AJ1789                          SUPERSEDED SURVEY CONTROL
 AJ1789
 AJ1789.No superseded survey control is available for this station.
 AJ1789
 AJ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF014470(NAD 83)
 AJ1789_MARKER: DD = SURVEY DISK
 AJ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1789_STAMPING: 134 0126
 AJ1789_MARK LOGO: VADHT 
 AJ1789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1789+STABILITY: SURFACE MOTION
 AJ1789
 AJ1789  HISTORY     - Date     Condition        Report By
 AJ1789  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1789
 AJ1789                          STATION DESCRIPTION
 AJ1789
 AJ1789'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1789'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF HICKORY AND 5.1
 AJ1789'MI (8.2 KM) NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9 MI
 AJ1789'(1.4 KM)  NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1789'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1789'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1789'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.95 MI (3.14 KM)
 AJ1789'SOUTHEAST TO CRAGS CAUSEWAY, THENCE ALONG CRAGS CAUSEWAY FOR 0.4 MI
 AJ1789'(0.6 KM) SOUTH TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AJ1789'RECESSED 4-INCHES BELOW GROUND. LOCATED 34 FT (10.4 M) NORTHWEST OF
 AJ1789'THE CENTER OF A GRAVEL ENTRANCE LEADING TO HOUSE-6421, 10 FT (3.0 M)
 AJ1789'SOUTHWEST OF THE EDGE OF PAVEMENT OF BAUM ROAD, AND 51.9 FT (15.8 M)
 AJ1789'SOUTHWEST OF VIRGINIA POWER POLE-OB40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1790 ***********************************************************************
 AJ1790  DESIGNATION -  134 0127
 AJ1790  PID         -  AJ1790
 AJ1790  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1790  USGS QUAD   -  CREEDS (1986)
 AJ1790
 AJ1790                         *CURRENT SURVEY CONTROL
 AJ1790  ___________________________________________________________________
 AJ1790* NAD 83(1986)-  36 33 37.     (N)    076 05 37.     (W)     SCALED    
 AJ1790* NAVD 88     -         2.222  (meters)       7.29   (feet)  ADJUSTED  
 AJ1790  ___________________________________________________________________
 AJ1790  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 AJ1790  DYNAMIC HT  -           2.220 (meters)       7.28  (feet)  COMP
 AJ1790  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 AJ1790
 AJ1790  VERT ORDER  -  SECOND    CLASS II
 AJ1790
 AJ1790.The horizontal coordinates were scaled from a topographic map and have
 AJ1790.an estimated accuracy of +/- 6 seconds.
 AJ1790
 AJ1790.The orthometric height was determined by differential leveling
 AJ1790.and adjusted by the National Geodetic Survey in April 2001..
 AJ1790.No vertical observational check was made to the station.
 AJ1790
 AJ1790.The geoid height was determined by GEOID03.
 AJ1790
 AJ1790.The dynamic height is computed by dividing the NAVD 88
 AJ1790.geopotential number by the normal gravity value computed on the
 AJ1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1790.degrees latitude (g = 980.6199 gals.).
 AJ1790
 AJ1790.The modeled gravity was interpolated from observed gravity values.
 AJ1790
 AJ1790;                    North         East    Units  Estimated Accuracy
 AJ1790;SPC VA S     - 1,027,930.    3,715,410.      MT  (+/- 180 meters Scaled)
 AJ1790
 AJ1790                          SUPERSEDED SURVEY CONTROL
 AJ1790
 AJ1790.No superseded survey control is available for this station.
 AJ1790
 AJ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF021466(NAD 83)
 AJ1790_MARKER: DD = SURVEY DISK
 AJ1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1790_STAMPING: 134 0127
 AJ1790_MARK LOGO: VADHT 
 AJ1790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1790+STABILITY: SURFACE MOTION
 AJ1790
 AJ1790  HISTORY     - Date     Condition        Report By
 AJ1790  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1790
 AJ1790                          STATION DESCRIPTION
 AJ1790
 AJ1790'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1790'STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF HICKORY AND 5.3
 AJ1790'MI (8.5 KM) EAST-NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9
 AJ1790'MI (1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1790'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1790'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1790'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.95 MI (3.14 KM)
 AJ1790'SOUTHEAST TO CRAGS CAUSEWAY, THENCE ALONG CRAGS CAUSEWAY FOR 0.85 MI
 AJ1790'(1.37 KM) SOUTHEAST, TO THE STATION. MARK IS ABOUT LEVEL WITH THE ROAD
 AJ1790'AND RECESSED 4-INCHES BELOW GROUND. LOCATED 33 FT (10.1 M) WEST OF THE
 AJ1790'CENTER OF A GRAVEL ENTRANCE LEADING TO HOUSE NUMBER 6549, 9 FT (2.7 M)
 AJ1790'SOUTHWEST OF THE EDGE OF PAVEMENT OF CRAGS CAUSEWAY, 36.6 FT (11.2 M)
 AJ1790'SOUTH OF GTE TELEPHONE PEDESTAL (C31-13), 16.5 FT (5.0 M) NORTHWEST OF
 AJ1790'A 12-INCH CREPE MYRTLE, AND 66.6 FT (20.3 M) WEST OF VIRGINIA POWER
 AJ1790'POLE-SN38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1791 ***********************************************************************
 AJ1791  DESIGNATION -  134 0128
 AJ1791  PID         -  AJ1791
 AJ1791  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1791  USGS QUAD   -  CREEDS (1986)
 AJ1791
 AJ1791                         *CURRENT SURVEY CONTROL
 AJ1791  ___________________________________________________________________
 AJ1791* NAD 83(1986)-  36 33 37.     (N)    076 05 17.     (W)     SCALED    
 AJ1791* NAVD 88     -         2.525  (meters)       8.28   (feet)  ADJUSTED  
 AJ1791  ___________________________________________________________________
 AJ1791  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 AJ1791  DYNAMIC HT  -           2.523 (meters)       8.28  (feet)  COMP
 AJ1791  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 AJ1791
 AJ1791  VERT ORDER  -  SECOND    CLASS II
 AJ1791
 AJ1791.The horizontal coordinates were scaled from a topographic map and have
 AJ1791.an estimated accuracy of +/- 6 seconds.
 AJ1791
 AJ1791.The orthometric height was determined by differential leveling
 AJ1791.and adjusted by the National Geodetic Survey in April 2001..
 AJ1791.No vertical observational check was made to the station.
 AJ1791
 AJ1791.The geoid height was determined by GEOID03.
 AJ1791
 AJ1791.The dynamic height is computed by dividing the NAVD 88
 AJ1791.geopotential number by the normal gravity value computed on the
 AJ1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1791.degrees latitude (g = 980.6199 gals.).
 AJ1791
 AJ1791.The modeled gravity was interpolated from observed gravity values.
 AJ1791
 AJ1791;                    North         East    Units  Estimated Accuracy
 AJ1791;SPC VA S     - 1,027,940.    3,715,910.      MT  (+/- 180 meters Scaled)
 AJ1791
 AJ1791                          SUPERSEDED SURVEY CONTROL
 AJ1791
 AJ1791.No superseded survey control is available for this station.
 AJ1791
 AJ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF026466(NAD 83)
 AJ1791_MARKER: DD = SURVEY DISK
 AJ1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1791_STAMPING: 134 0128
 AJ1791_MARK LOGO: VADHT 
 AJ1791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1791+STABILITY: SURFACE MOTION
 AJ1791
 AJ1791  HISTORY     - Date     Condition        Report By
 AJ1791  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1791
 AJ1791                          STATION DESCRIPTION
 AJ1791
 AJ1791'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1791'STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF HICKORY AND 5.6
 AJ1791'MI (9.0 KM) EAST-NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9
 AJ1791'MI (1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1791'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1791'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1791'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.95 MI (3.14 KM)
 AJ1791'SOUTHEAST TO CRAGS CAUSEWAY, THENCE ALONG CRAGS CAUSEWAY FOR 1.20 MI
 AJ1791'(1.93 KM) SOUTHEAST TO WEST GIBBS ROAD AND THE STATION. MARK IS ABOUT
 AJ1791'LEVEL WITH THE INTERSECTION AND RECESSED 4-INCHES BELOW GROUND.
 AJ1791'LOCATED 11.2 FT (3.4 M) WEST OF THE EDGE OF PAVEMENT OF GIBBS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1792 ***********************************************************************
 AJ1792  DESIGNATION -  134 0129
 AJ1792  PID         -  AJ1792
 AJ1792  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ1792  USGS QUAD   -  CREEDS (1986)
 AJ1792
 AJ1792                         *CURRENT SURVEY CONTROL
 AJ1792  ___________________________________________________________________
 AJ1792* NAD 83(1986)-  36 33 15.     (N)    076 05 25.     (W)     SCALED    
 AJ1792* NAVD 88     -         3.113  (meters)      10.21   (feet)  ADJUSTED  
 AJ1792  ___________________________________________________________________
 AJ1792  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 AJ1792  DYNAMIC HT  -           3.111 (meters)      10.21  (feet)  COMP
 AJ1792  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 AJ1792
 AJ1792  VERT ORDER  -  SECOND    CLASS II
 AJ1792
 AJ1792.The horizontal coordinates were scaled from a topographic map and have
 AJ1792.an estimated accuracy of +/- 6 seconds.
 AJ1792
 AJ1792.The orthometric height was determined by differential leveling
 AJ1792.and adjusted by the National Geodetic Survey in April 2001..
 AJ1792.No vertical observational check was made to the station.
 AJ1792
 AJ1792.The geoid height was determined by GEOID03.
 AJ1792
 AJ1792.The dynamic height is computed by dividing the NAVD 88
 AJ1792.geopotential number by the normal gravity value computed on the
 AJ1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1792.degrees latitude (g = 980.6199 gals.).
 AJ1792
 AJ1792.The modeled gravity was interpolated from observed gravity values.
 AJ1792
 AJ1792;                    North         East    Units  Estimated Accuracy
 AJ1792;SPC VA S     - 1,027,260.    3,715,730.      MT  (+/- 180 meters Scaled)
 AJ1792
 AJ1792                          SUPERSEDED SURVEY CONTROL
 AJ1792
 AJ1792.No superseded survey control is available for this station.
 AJ1792
 AJ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF024459(NAD 83)
 AJ1792_MARKER: DD = SURVEY DISK
 AJ1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1792_STAMPING: 134 0129
 AJ1792_MARK LOGO: VADHT 
 AJ1792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1792+STABILITY: SURFACE MOTION
 AJ1792
 AJ1792  HISTORY     - Date     Condition        Report By
 AJ1792  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1792
 AJ1792                          STATION DESCRIPTION
 AJ1792
 AJ1792'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1792'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF HICKORY AND 5.3
 AJ1792'MI (8.5 KM) EAST-NORTHEAST OF MOYOCK, NC. PROCEED ALONG VA 168 FOR 0.9
 AJ1792'MI (1.4 KM) NORTH FROM THE POST OFFICE IN NORTHWEST, VA., TO GALLBUSH
 AJ1792'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.65 MI (2.66 KM) EAST TO INDIAN
 AJ1792'CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.75 MI (4.43 KM)
 AJ1792'SOUTHEAST TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.95 MI (3.14 KM)
 AJ1792'SOUTHEAST TO CRAGS CAUSEWAY, THENCE ALONG CRAGS CAUSEWAY. FOR 1.20 MI
 AJ1792'(1.93 KM) SOUTHEAST TO WEST GIBBS ROAD, THENCE ALONG WEST GIBBS ROAD
 AJ1792'FOR 0.45 MI (0.72 KM) SOUTHEAST, TO THE STATION. MARK IS ABOUT LEVEL
 AJ1792'WITH THE ROAD AND RECESSED 4-INCHES BELOW GROUND. LOCATED 138 FT (42.1
 AJ1792'M) NORTHWEST OF THE CENTER OF A GRAVEL ENTRANCE LEADING TO HOUSE-3141,
 AJ1792'24.5 FT (7.5 M) EAST OF THE EDGE OF PAVEMENT OF GIBBS ROAD, 17 FT (5.2
 AJ1792'M) SOUTHEAST OF VIRGINIA POWER POLE-VM54, AND 100.8 FT (30.7 M)
 AJ1792'NORTHWEST OF THE NORTHWEST CORNER OF THE ONE STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5720 ***********************************************************************
 GV5720  DESIGNATION -  134 C OF R 1972
 GV5720  PID         -  GV5720
 GV5720  STATE/COUNTY-  VA/C OF RICHMOND
 GV5720  USGS QUAD   -  BON AIR (1994)
 GV5720
 GV5720                         *CURRENT SURVEY CONTROL
 GV5720  ___________________________________________________________________
 GV5720* NAD 83(1993)-  37 30 48.17179(N)    077 30 38.37628(W)     ADJUSTED  
 GV5720* NAVD 88     -        73.78   (+/-2cm)     242.1    (feet)  VERTCON   
 GV5720  ___________________________________________________________________
 GV5720  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5720  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5720
 GV5720  HORZ ORDER  -  SECOND
 GV5720  VERT ORDER  -  THIRD ? (See Below)
 GV5720
 GV5720.The horizontal coordinates were established by classical geodetic methods
 GV5720.and adjusted by the National Geodetic Survey in November 1994..
 GV5720
 GV5720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5720.The vertical order pertains to the NGVD 29 superseded value.
 GV5720
 GV5720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5720
 GV5720.The geoid height was determined by GEOID03.
 GV5720
 GV5720;                    North         East     Units Scale Factor Converg.
 GV5720;SPC VA S     - 1,131,414.580 3,587,461.115   MT  0.99994863   +0 36 01.6
 GV5720;SPC VA S     - 3,711,982.67 11,769,862.01   sFT  0.99994863   +0 36 01.6
 GV5720;UTM  18      - 4,154,787.449   278,103.656   MT  1.00020654   -1 31 46.1
 GV5720
 GV5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5720!SPC VA S     -   0.99999359  x   0.99994863  =   0.99994222
 GV5720!UTM  18      -   0.99999359  x   1.00020654  =   1.00020013
 GV5720
 GV5720|---------------------------------------------------------------------|
 GV5720| PID    Reference Object                     Distance      Geod. Az  |
 GV5720|                                                           dddmmss.s |
 GV5720| GV5717 83 C OF R 1972                      145.224 METERS 06014     |
 GV5720| GV5733 133 C OF R 1972                     APPROX. 0.5 KM 2190300.8 |
 GV5720|---------------------------------------------------------------------|
 GV5720
 GV5720                          SUPERSEDED SURVEY CONTROL
 GV5720
 GV5720  NAD 83(1986)-  37 30 48.17802(N)    077 30 38.39312(W) AD(       ) 2
 GV5720  NAD 27      -  37 30 47.64765(N)    077 30 39.44459(W) AD(       ) 2
 GV5720  NGVD 29 (07/19/86)   74.09   (m)          243.1    (f) LEVELING    3  
 GV5720
 GV5720.Superseded values are not recommended for survey control.
 GV5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5720.See file dsdata.txt to determine how the superseded data were derived.
 GV5720
 GV5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7810454787(NAD 83)
 GV5720_MARKER: Z = SEE DESCRIPTION
 GV5720_SETTING: 0 = UNSPECIFIED SETTING
 GV5720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5720+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5720
 GV5720  HISTORY     - Date     Condition        Report By
 GV5720  HISTORY     - 1972     MONUMENTED       VA2060
 GV5720  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5720  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5720  HISTORY     - 20040302 GOOD             USPSQD
 GV5720  HISTORY     - 20051205 GOOD             USPSQD
 GV5720
 GV5720                          STATION DESCRIPTION
 GV5720
 GV5720'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5720'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5720'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5720'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5720'THENCE NORTH ON GERMAN SCHOOL RD. 0.70 MILE TO DETER RD., THENCE
 GV5720'WEST ON DETER RD. 0.05 MILE TO POINT NO. 134.
 GV5720'
 GV5720'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5720'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5720'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5720'ABOUT 8 INCHES BELOW GROUND.
 GV5720'
 GV5720'14.5 FEET S.E. OF C/L OF DETER RD., 19.7 FEET N.W. OF 18 INCH
 GV5720'OAK TREE, 39.2 FEET W. OF 12 INCH OAK TREE.
 GV5720'
 GV5720'NEAREST TOWN--RICHMOND.
 GV5720
 GV5720                          STATION RECOVERY (1995)
 GV5720
 GV5720'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5720'MARK NOT FOUND.
 GV5720
 GV5720                          STATION RECOVERY (1999)
 GV5720
 GV5720'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5720'MARK NOT FOUND.
 GV5720
 GV5720                          STATION RECOVERY (2004)
 GV5720
 GV5720'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5720'RECOVERED IN GOOD CONDITION.
 GV5720
 GV5720                          STATION RECOVERY (2005)
 GV5720
 GV5720'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1842 ***********************************************************************
 GV1842  DESIGNATION -  134 USGS
 GV1842  PID         -  GV1842
 GV1842  STATE/COUNTY-  VA/SUSSEX
 GV1842  USGS QUAD   -  DISPUTANTA SOUTH (1981)
 GV1842
 GV1842                         *CURRENT SURVEY CONTROL
 GV1842  ___________________________________________________________________
 GV1842* NAD 83(1986)-  37 04 01.     (N)    077 12 23.     (W)     SCALED    
 GV1842* NAVD 88     -        40.398  (meters)     132.54   (feet)  POSTED    
 GV1842  ___________________________________________________________________
 GV1842  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 GV1842  DYNAMIC HT  -          40.370 (meters)     132.45  (feet)  COMP
 GV1842  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 GV1842
 GV1842  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1842
 GV1842.The horizontal coordinates were scaled from a topographic map and have
 GV1842.an estimated accuracy of +/- 6 seconds.
 GV1842
 GV1842.The orthometric height was determined by differential leveling
 GV1842.and adjusted by the National Geodetic Survey in 1992..
 GV1842.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1842.rate of 0.0 thru 1.0 mm/km.
 GV1842
 GV1842.The geoid height was determined by GEOID03.
 GV1842
 GV1842.The dynamic height is computed by dividing the NAVD 88
 GV1842.geopotential number by the normal gravity value computed on the
 GV1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1842.degrees latitude (g = 980.6199 gals.).
 GV1842
 GV1842.The modeled gravity was interpolated from observed gravity values.
 GV1842
 GV1842;                    North         East    Units  Estimated Accuracy
 GV1842;SPC VA S     - 1,082,200.    3,615,040.      MT  (+/- 180 meters Scaled)
 GV1842
 GV1842                          SUPERSEDED SURVEY CONTROL
 GV1842
 GV1842  NGVD 29 (??/??/??)   40.735  (m)          133.64   (f) ADJUSTED    2 0
 GV1842
 GV1842.Superseded values are not recommended for survey control.
 GV1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1842.See file dsdata.txt to determine how the superseded data were derived.
 GV1842
 GV1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG038045(NAD 83)
 GV1842_MARKER: P = PIPE CAP
 GV1842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1842_STAMPING: VA 134 1917
 GV1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1842
 GV1842  HISTORY     - Date     Condition        Report By
 GV1842  HISTORY     - 1941     MONUMENTED       CGS
 GV1842  HISTORY     - 1961     GOOD             CGS
 GV1842  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 GV1842  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1842
 GV1842                          STATION DESCRIPTION
 GV1842
 GV1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GV1842'REFERENCE MARK NO. 2 IS 18 FEET W OF THE CENTER LINE OF COUNTY
 GV1842'ROAD 625 AND 12 FEET S OF THE CENTER LINE OF COUNTY ROAD 602.
 GV1842'DISK IS A STANDARD USGS BM SET IN IRON PIPE PROJECTING 2 INCHES.
 GV1842'IT IS STAMPED VA 134 FT 1917.
 GV1842
 GV1842                          STATION RECOVERY (1961)
 GV1842
 GV1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1842'6 MI W FROM WAVERLY.
 GV1842'4.2 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1842'THE STATION AT WAVERLY, SUSSEX COUNTY, THENCE 3.2 MILES SOUTHWEST
 GV1842'ALONG COUNTY ROAD 602, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 GV1842'OF STATE SECONDARY ROAD 625, 17.9 FEET WEST OF THE CENTERLINE
 GV1842'OF ROAD 625, AND 16.1 FEET SOUTH OF THE CENTERLINE OF ROAD 602.
 GV1842'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED VA 134
 GV1842'1917 AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING ABOUT
 GV1842'4 INCHES ABOVE GROUND.
 GV1842
 GV1842                          STATION RECOVERY (1997)
 GV1842
 GV1842'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1842'MARK NOT FOUND.
 GV1842
 GV1842                          STATION RECOVERY (2002)
 GV1842
 GV1842'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0788 ***********************************************************************
 HW0788  DESIGNATION -  1345.66
 HW0788  PID         -  HW0788
 HW0788  STATE/COUNTY-  VA/ROCKINGHAM
 HW0788  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW0788
 HW0788                         *CURRENT SURVEY CONTROL
 HW0788  ___________________________________________________________________
 HW0788* NAD 83(1986)-  38 22 06.     (N)    078 34 51.     (W)     SCALED    
 HW0788* NAVD 88     -       410.154  (meters)    1345.65   (feet)  ADJUSTED  
 HW0788  ___________________________________________________________________
 HW0788  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW0788  DYNAMIC HT  -         409.855 (meters)    1344.67  (feet)  COMP
 HW0788  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 HW0788
 HW0788  VERT ORDER  -  SECOND    CLASS 0
 HW0788
 HW0788.The horizontal coordinates were scaled from a topographic map and have
 HW0788.an estimated accuracy of +/- 6 seconds.
 HW0788
 HW0788.The orthometric height was determined by differential leveling
 HW0788.and adjusted by the National Geodetic Survey in June 1991..
 HW0788
 HW0788.The geoid height was determined by GEOID03.
 HW0788
 HW0788.The dynamic height is computed by dividing the NAVD 88
 HW0788.geopotential number by the normal gravity value computed on the
 HW0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0788.degrees latitude (g = 980.6199 gals.).
 HW0788
 HW0788.The modeled gravity was interpolated from observed gravity values.
 HW0788
 HW0788;                    North         East    Units  Estimated Accuracy
 HW0788;SPC VA N     - 2,077,890.    3,492,940.      MT  (+/- 180 meters Scaled)
 HW0788
 HW0788                          SUPERSEDED SURVEY CONTROL
 HW0788
 HW0788  NGVD 29 (??/??/92)  410.315  (m)         1346.18   (f) ADJ UNCH    2 0
 HW0788
 HW0788.Superseded values are not recommended for survey control.
 HW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0788.See file dsdata.txt to determine how the superseded data were derived.
 HW0788
 HW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC113494(NAD 83)
 HW0788_MARKER: Q = CHISELED SQUARE
 HW0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0788_SP_SET: CULVERT
 HW0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0788
 HW0788  HISTORY     - Date     Condition        Report By
 HW0788  HISTORY     - UNK      MONUMENTED       USGS
 HW0788  HISTORY     - 1935     GOOD             NGS
 HW0788  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW0788  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 HW0788
 HW0788                          STATION DESCRIPTION
 HW0788
 HW0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0788'3.8 MI SE FROM ELKTON.
 HW0788'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY PRODUCE
 HW0788'EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY, AT SWIFTRUN, 100
 HW0788'YARDS NORTHWEST OF THE POST OFFICE, SOUTHWEST OF THE HIGHWAY,
 HW0788'AND ON THE TOP OF THE HEAD WALL OF A CONCRETE CULVERT.
 HW0788
 HW0788                          STATION RECOVERY (1965)
 HW0788
 HW0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0788'MARK NOT FOUND.
 HW0788
 HW0788                          STATION RECOVERY (1996)
 HW0788
 HW0788'RECOVERY NOTE BY US POWER SQUADRON 1996
 HW0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1160 ***********************************************************************
 FX1160  DESIGNATION -  135
 FX1160  PID         -  FX1160
 FX1160  STATE/COUNTY-  VA/SUSSEX
 FX1160  USGS QUAD   -  JARRATT (1986)
 FX1160
 FX1160                         *CURRENT SURVEY CONTROL
 FX1160  ___________________________________________________________________
 FX1160* NAD 83(1986)-  36 48 30.     (N)    077 23 54.     (W)     SCALED    
 FX1160* NAVD 88     -        40.914  (meters)     134.23   (feet)  POSTED    
 FX1160  ___________________________________________________________________
 FX1160  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 FX1160  DYNAMIC HT  -          40.880 (meters)     134.12  (feet)  COMP
 FX1160  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 FX1160
 FX1160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1160
 FX1160.The horizontal coordinates were scaled from a topographic map and have
 FX1160.an estimated accuracy of +/- 6 seconds.
 FX1160
 FX1160.The orthometric height was determined by differential leveling
 FX1160.and adjusted by the National Geodetic Survey in 1992..
 FX1160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1160.rate of 1.1 thru 2.0 mm/km.
 FX1160
 FX1160.The geoid height was determined by GEOID03.
 FX1160
 FX1160.The dynamic height is computed by dividing the NAVD 88
 FX1160.geopotential number by the normal gravity value computed on the
 FX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1160.degrees latitude (g = 980.6199 gals.).
 FX1160
 FX1160.The modeled gravity was interpolated from observed gravity values.
 FX1160
 FX1160;                    North         East    Units  Estimated Accuracy
 FX1160;SPC VA S     - 1,053,290.    3,598,300.      MT  (+/- 180 meters Scaled)
 FX1160
 FX1160                          SUPERSEDED SURVEY CONTROL
 FX1160
 FX1160  NGVD 29 (??/??/92)   41.285  (m)          135.45   (f) ADJ UNCH    2 0
 FX1160
 FX1160.Superseded values are not recommended for survey control.
 FX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1160.See file dsdata.txt to determine how the superseded data were derived.
 FX1160
 FX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF860762(NAD 83)
 FX1160_MARKER: P = PIPE CAP
 FX1160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1160_STAMPING: 135.495 1918
 FX1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1160
 FX1160  HISTORY     - Date     Condition        Report By
 FX1160  HISTORY     - 1918     MONUMENTED       USGS
 FX1160  HISTORY     - 1935     GOOD             NGS
 FX1160  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1160  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX1160  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1160
 FX1160                          STATION DESCRIPTION
 FX1160
 FX1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1160'3.1 MI W FROM GRAY.
 FX1160'3.1 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 FX1160'GRAY, SUSSEX COUNTY, 515 FEET EAST OF MILEPOST 70, AT THE CROSSING
 FX1160'OF STATE SECONDARY ROAD 645, 38-1/2 FEET SOUTH OF THE SOUTH RAIL
 FX1160'OF THE MAIN TRACK, 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 19
 FX1160'FEET SOUTHEAST OF A POLE, 2-1/2 FEET LOWER THAN THE TRACK, AND
 FX1160'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6 INCHES
 FX1160'ABOVE GROUND.
 FX1160
 FX1160                          STATION RECOVERY (1965)
 FX1160
 FX1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1160'MARK NOT FOUND.
 FX1160
 FX1160                          STATION RECOVERY (1997)
 FX1160
 FX1160'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1160'MARK NOT FOUND.
 FX1160
 FX1160                          STATION RECOVERY (2002)
 FX1160
 FX1160'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5758 ***********************************************************************
 GV5758  DESIGNATION -  135 C OF R 1972
 GV5758  PID         -  GV5758
 GV5758  STATE/COUNTY-  VA/CHESTERFIELD
 GV5758  USGS QUAD   -  BON AIR (1994)
 GV5758
 GV5758                         *CURRENT SURVEY CONTROL
 GV5758  ___________________________________________________________________
 GV5758* NAD 83(1993)-  37 30 57.48144(N)    077 31 41.69797(W)     ADJUSTED  
 GV5758* NAVD 88     -        66.65   (+/-2cm)     218.7    (feet)  VERTCON   
 GV5758  ___________________________________________________________________
 GV5758  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV5758  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV5758
 GV5758  HORZ ORDER  -  SECOND
 GV5758  VERT ORDER  -  THIRD ? (See Below)
 GV5758
 GV5758.The horizontal coordinates were established by classical geodetic methods
 GV5758.and adjusted by the National Geodetic Survey in November 1994..
 GV5758
 GV5758.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5758.The vertical order pertains to the NGVD 29 superseded value.
 GV5758
 GV5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5758
 GV5758.The geoid height was determined by GEOID03.
 GV5758
 GV5758;                    North         East     Units Scale Factor Converg.
 GV5758;SPC VA S     - 1,131,685.414 3,585,903.255   MT  0.99994875   +0 35 23.2
 GV5758;SPC VA S     - 3,712,871.23 11,764,750.93   sFT  0.99994875   +0 35 23.2
 GV5758;UTM  18      - 4,155,116.083   276,556.533   MT  1.00021502   -1 32 25.1
 GV5758
 GV5758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5758!SPC VA S     -   0.99999471  x   0.99994875  =   0.99994346
 GV5758!UTM  18      -   0.99999471  x   1.00021502  =   1.00020972
 GV5758
 GV5758|---------------------------------------------------------------------|
 GV5758| PID    Reference Object                     Distance      Geod. Az  |
 GV5758|                                                           dddmmss.s |
 GV5758| GV5756 135A C OF R 1972                    159.624 METERS 08900     |
 GV5758| GV5688 CHIP                                APPROX. 0.6 KM 1785242.7 |
 GV5758|---------------------------------------------------------------------|
 GV5758
 GV5758                          SUPERSEDED SURVEY CONTROL
 GV5758
 GV5758  NAD 83(1986)-  37 30 57.48773(N)    077 31 41.71470(W) AD(       ) 2
 GV5758  NAD 27      -  37 30 56.95671(N)    077 31 42.76429(W) AD(       ) 2
 GV5758  NGVD 29 (07/19/86)   66.96   (m)          219.7    (f) LEVELING    3  
 GV5758
 GV5758.Superseded values are not recommended for survey control.
 GV5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5758.See file dsdata.txt to determine how the superseded data were derived.
 GV5758
 GV5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7655755116(NAD 83)
 GV5758_MARKER: Z = SEE DESCRIPTION
 GV5758_SETTING: 0 = UNSPECIFIED SETTING
 GV5758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5758
 GV5758  HISTORY     - Date     Condition        Report By
 GV5758  HISTORY     - 1972     MONUMENTED       VA2060
 GV5758  HISTORY     - 19950315 GOOD             USPSQD
 GV5758  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV5758  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV5758
 GV5758                          STATION DESCRIPTION
 GV5758
 GV5758'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5758'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5758'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5758'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5758'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.90 MILES TO THE
 GV5758'INTERSECTION WITH CHIPPENHAM PKWY. TO POINT NO. 135.
 GV5758'
 GV5758'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5758'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5758'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5758'ABOUT 8 INCHES BELOW GROUND.
 GV5758'
 GV5758'31.6 FEET W. OF C/L OF N. BOUND LANES OF CHIPPENHAM PKWY., 16.4 FEET
 GV5758'S.E. OF THE S.E. END OF BRIDGE OF S. BOUND LANES OF CHIPPENHAM
 GV5758'PKWY., 15.0 FEET S.W. END OF BRIDGE OF N. BOUND LANES OF CHIPPENHAM
 GV5758'PKWY., 21.3 FEET N. OF N. END OF DROP INLET.
 GV5758'
 GV5758'NEAREST TOWN--RICHMOND.
 GV5758
 GV5758                          STATION RECOVERY (1995)
 GV5758
 GV5758'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5758'RECOVERED IN GOOD CONDITION.
 GV5758
 GV5758                          STATION RECOVERY (2000)
 GV5758
 GV5758'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5758'MARK NOT FOUND.
 GV5758
 GV5758                          STATION RECOVERY (2004)
 GV5758
 GV5758'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5756 ***********************************************************************
 GV5756  DESIGNATION -  135A C OF R 1972
 GV5756  PID         -  GV5756
 GV5756  STATE/COUNTY-  VA/C OF RICHMOND
 GV5756  USGS QUAD   -  BON AIR (1994)
 GV5756
 GV5756                         *CURRENT SURVEY CONTROL
 GV5756  ___________________________________________________________________
 GV5756* NAD 83(1993)-  37 30 57.57129(N)    077 31 35.19890(W)     ADJUSTED  
 GV5756* NAVD 88     -        67.92   (+/-2cm)     222.8    (feet)  VERTCON   
 GV5756  ___________________________________________________________________
 GV5756  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GV5756  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV5756
 GV5756  HORZ ORDER  -  SECOND
 GV5756  VERT ORDER  -  THIRD ? (See Below)
 GV5756
 GV5756.The horizontal coordinates were established by classical geodetic methods
 GV5756.and adjusted by the National Geodetic Survey in November 1994..
 GV5756
 GV5756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5756.The vertical order pertains to the NGVD 29 superseded value.
 GV5756
 GV5756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5756
 GV5756.The geoid height was determined by GEOID03.
 GV5756
 GV5756;                    North         East     Units Scale Factor Converg.
 GV5756;SPC VA S     - 1,131,689.828 3,586,062.810   MT  0.99994875   +0 35 27.2
 GV5756;SPC VA S     - 3,712,885.71 11,765,274.40   sFT  0.99994875   +0 35 27.2
 GV5756;UTM  18      - 4,155,114.564   276,716.185   MT  1.00021415   -1 32 21.1
 GV5756
 GV5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5756!SPC VA S     -   0.99999451  x   0.99994875  =   0.99994326
 GV5756!UTM  18      -   0.99999451  x   1.00021415  =   1.00020866
 GV5756
 GV5756                          SUPERSEDED SURVEY CONTROL
 GV5756
 GV5756  NAD 83(1986)-  37 30 57.57757(N)    077 31 35.21568(W) AD(       ) 2
 GV5756  NAD 27      -  37 30 57.04665(N)    077 31 36.26545(W) AD(       ) 2
 GV5756  NGVD 29 (07/19/86)   68.23   (m)          223.9    (f) LEVELING    3  
 GV5756
 GV5756.Superseded values are not recommended for survey control.
 GV5756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5756.See file dsdata.txt to determine how the superseded data were derived.
 GV5756
 GV5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7671655115(NAD 83)
 GV5756_MARKER: Z = SEE DESCRIPTION
 GV5756_SETTING: 0 = UNSPECIFIED SETTING
 GV5756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5756
 GV5756  HISTORY     - Date     Condition        Report By
 GV5756  HISTORY     - 1972     MONUMENTED       VA2060
 GV5756  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5756  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5756  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5756
 GV5756                          STATION DESCRIPTION
 GV5756
 GV5756'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5756'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5756'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5756'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5756'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.80 MILE TO
 GV5756'POINT NO. 135A.
 GV5756'
 GV5756'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5756'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5756'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5756'ABOUT 8 INCHES BELOW GROUND.
 GV5756'
 GV5756'64.0 FEET S. OF C/L OF JAHNKE RD., 28.5 FEET W. OF CENTER OF MEDIAN
 GV5756'ENT. TO CHIPPENHAM HOSPITAL, 36.8 FEET S.E. OF VEPCO POLE NO. IL76,
 GV5756'73.2 FEET N.W. OF PRIVATE LIGHT POLE (METAL).
 GV5756'
 GV5756'NEAREST TOWN--RICHMOND.
 GV5756
 GV5756                          STATION RECOVERY (1995)
 GV5756
 GV5756'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5756'MARK NOT FOUND.
 GV5756
 GV5756                          STATION RECOVERY (1999)
 GV5756
 GV5756'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5756'MARK NOT FOUND.
 GV5756
 GV5756                          STATION RECOVERY (2004)
 GV5756
 GV5756'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5753 ***********************************************************************
 GV5753  DESIGNATION -  136 C OF R 1972
 GV5753  PID         -  GV5753
 GV5753  STATE/COUNTY-  VA/C OF RICHMOND
 GV5753  USGS QUAD   -  BON AIR (1994)
 GV5753
 GV5753                         *CURRENT SURVEY CONTROL
 GV5753  ___________________________________________________________________
 GV5753* NAD 83(1993)-  37 31 00.93709(N)    077 31 29.46897(W)     ADJUSTED  
 GV5753* NAVD 88     -        75.23   (+/-2cm)     246.8    (feet)  VERTCON   
 GV5753  ___________________________________________________________________
 GV5753  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV5753  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV5753
 GV5753  HORZ ORDER  -  SECOND
 GV5753  VERT ORDER  -  THIRD ? (See Below)
 GV5753
 GV5753.The horizontal coordinates were established by classical geodetic methods
 GV5753.and adjusted by the National Geodetic Survey in November 1994..
 GV5753
 GV5753.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5753.The vertical order pertains to the NGVD 29 superseded value.
 GV5753
 GV5753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5753
 GV5753.The geoid height was determined by GEOID03.
 GV5753
 GV5753;                    North         East     Units Scale Factor Converg.
 GV5753;SPC VA S     - 1,131,795.036 3,586,202.435   MT  0.99994879   +0 35 30.6
 GV5753;SPC VA S     - 3,713,230.88 11,765,732.49   sFT  0.99994879   +0 35 30.6
 GV5753;UTM  18      - 4,155,214.536   276,859.662   MT  1.00021336   -1 32 17.7
 GV5753
 GV5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5753!SPC VA S     -   0.99999336  x   0.99994879  =   0.99994215
 GV5753!UTM  18      -   0.99999336  x   1.00021336  =   1.00020672
 GV5753
 GV5753                          SUPERSEDED SURVEY CONTROL
 GV5753
 GV5753  NAD 83(1986)-  37 31 00.94334(N)    077 31 29.48578(W) AD(       ) 2
 GV5753  NAD 27      -  37 31 00.41258(N)    077 31 30.53581(W) AD(       ) 2
 GV5753  NGVD 29 (07/19/86)   75.54   (m)          247.8    (f) LEVELING    3  
 GV5753
 GV5753.Superseded values are not recommended for survey control.
 GV5753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5753.See file dsdata.txt to determine how the superseded data were derived.
 GV5753
 GV5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7686055215(NAD 83)
 GV5753_MARKER: Z = SEE DESCRIPTION
 GV5753_SETTING: 0 = UNSPECIFIED SETTING
 GV5753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5753
 GV5753  HISTORY     - Date     Condition        Report By
 GV5753  HISTORY     - 1972     MONUMENTED       VA2060
 GV5753  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5753  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5753  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5753
 GV5753                          STATION DESCRIPTION
 GV5753
 GV5753'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5753'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5753'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5753'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5753'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.70 MILES TO
 GV5753'POINT NO. 136.
 GV5753'
 GV5753'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5753'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5753'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5753'ABOUT 8 INCHES BELOW GROUND.
 GV5753'
 GV5753'31.5 FEET N. OF C/L OF JAHNKE RD., 30.5 FEET S.W. OF C AND P POLE
 GV5753'NO. 6959A, VEPCO POLE NO. JM51, 37.07 FEET S.E. OF CITY BENCH MARK
 GV5753'NO. 480A, 45.1 FEET E. OF 12 INCH PINE TREE.
 GV5753'
 GV5753'NEAREST TOWN--RICHMOND.
 GV5753
 GV5753                          STATION RECOVERY (1995)
 GV5753
 GV5753'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5753'MARK NOT FOUND.
 GV5753
 GV5753                          STATION RECOVERY (1999)
 GV5753
 GV5753'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5753'MARK NOT FOUND.
 GV5753
 GV5753                          STATION RECOVERY (2004)
 GV5753
 GV5753'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1118 ***********************************************************************
 GV1118  DESIGNATION -  136 USGS
 GV1118  PID         -  GV1118
 GV1118  STATE/COUNTY-  VA/KING AND QUEEN
 GV1118  USGS QUAD   -  DUNNSVILLE (1985)
 GV1118
 GV1118                         *CURRENT SURVEY CONTROL
 GV1118  ___________________________________________________________________
 GV1118* NAD 83(1986)-  37 45 45.     (N)    076 47 54.     (W)     SCALED    
 GV1118* NAVD 88     -        40.948  (meters)     134.34   (feet)  ADJUSTED  
 GV1118  ___________________________________________________________________
 GV1118  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GV1118  DYNAMIC HT  -          40.921 (meters)     134.25  (feet)  COMP
 GV1118  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 GV1118
 GV1118  VERT ORDER  -  SECOND    CLASS 0
 GV1118
 GV1118.The horizontal coordinates were scaled from a topographic map and have
 GV1118.an estimated accuracy of +/- 6 seconds.
 GV1118
 GV1118.The orthometric height was determined by differential leveling
 GV1118.and adjusted by the National Geodetic Survey in June 1991..
 GV1118
 GV1118.The geoid height was determined by GEOID03.
 GV1118
 GV1118.The dynamic height is computed by dividing the NAVD 88
 GV1118.geopotential number by the normal gravity value computed on the
 GV1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1118.degrees latitude (g = 980.6199 gals.).
 GV1118
 GV1118.The modeled gravity was interpolated from observed gravity values.
 GV1118
 GV1118;                    North         East    Units  Estimated Accuracy
 GV1118;SPC VA S     - 1,159,960.    3,649,930.      MT  (+/- 180 meters Scaled)
 GV1118
 GV1118                          SUPERSEDED SURVEY CONTROL
 GV1118
 GV1118  NGVD 29 (??/??/??)   41.300  (m)          135.50   (f) ADJUSTED    2 0
 GV1118
 GV1118.Superseded values are not recommended for survey control.
 GV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1118.See file dsdata.txt to determine how the superseded data were derived.
 GV1118
 GV1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415809(NAD 83)
 GV1118_MARKER: P = PIPE CAP
 GV1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1118_STAMPING: 136 VA 1917
 GV1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1118+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV1118
 GV1118  HISTORY     - Date     Condition        Report By
 GV1118  HISTORY     - 1917     MONUMENTED       USGS
 GV1118  HISTORY     - 1962     GOOD             CGS
 GV1118  HISTORY     - 19941115 GOOD             USPSQD
 GV1118  HISTORY     - 20000115 GOOD             USPSQD
 GV1118  HISTORY     - 20041029 GOOD             USPSQD
 GV1118  HISTORY     - 20060307 GOOD             USPSQD
 GV1118
 GV1118                          STATION DESCRIPTION
 GV1118
 GV1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1118'AT INO.
 GV1118'AT INO, KING AND QUEEN COUNTY, 80 YARDS NORTH OF THE POST OFFICE,
 GV1118'AT AN OLD STORE USED IN 1942 AS THE W.H. RICHARDSON DWELLING,
 GV1118'5.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, AND
 GV1118'2.8 FEET NORTH OF THE NORTH WALL.  A UNITED STATES GEOLOGICAL
 GV1118'SURVEY STANDARD CAP, STAMPED 136 VA 1917 AND RIVETED ON THE TOP
 GV1118'OF AN IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.
 GV1118
 GV1118                          STATION RECOVERY (1994)
 GV1118
 GV1118'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1118'RECOVERED IN GOOD CONDITION.
 GV1118
 GV1118                          STATION RECOVERY (2000)
 GV1118
 GV1118'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1118'RECOVERED IN GOOD CONDITION.
 GV1118
 GV1118                          STATION RECOVERY (2004)
 GV1118
 GV1118'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1118'RECOVERED IN GOOD CONDITION.
 GV1118
 GV1118                          STATION RECOVERY (2006)
 GV1118
 GV1118'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1118'MARK WAS FOUND IN GOOD CONDITION HOWEVER THE LONGITUDE SHOULD BE 076
 GV1118'55 07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1512 ***********************************************************************
 GW1512  DESIGNATION -  1368
 GW1512  PID         -  GW1512
 GW1512  STATE/COUNTY-  VA/BOTETOURT
 GW1512  USGS QUAD   -  DALEVILLE (1978)
 GW1512
 GW1512                         *CURRENT SURVEY CONTROL
 GW1512  ___________________________________________________________________
 GW1512* NAD 83(1986)-  37 26 07.     (N)    079 54 11.     (W)     SCALED    
 GW1512* NAVD 88     -       416.817  (meters)    1367.51   (feet)  ADJUSTED  
 GW1512  ___________________________________________________________________
 GW1512  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1512  DYNAMIC HT  -         416.470 (meters)    1366.37  (feet)  COMP
 GW1512  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 GW1512
 GW1512  VERT ORDER  -  SECOND    CLASS 0
 GW1512
 GW1512.The horizontal coordinates were scaled from a topographic map and have
 GW1512.an estimated accuracy of +/- 6 seconds.
 GW1512
 GW1512.The orthometric height was determined by differential leveling
 GW1512.and adjusted by the National Geodetic Survey in June 1991..
 GW1512
 GW1512.The geoid height was determined by GEOID03.
 GW1512
 GW1512.The dynamic height is computed by dividing the NAVD 88
 GW1512.geopotential number by the normal gravity value computed on the
 GW1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1512.degrees latitude (g = 980.6199 gals.).
 GW1512
 GW1512.The modeled gravity was interpolated from observed gravity values.
 GW1512
 GW1512;                    North         East    Units  Estimated Accuracy
 GW1512;SPC VA S     - 1,123,210.    3,375,840.      MT  (+/- 180 meters Scaled)
 GW1512
 GW1512                          SUPERSEDED SURVEY CONTROL
 GW1512
 GW1512  NGVD 29 (??/??/92)  417.003  (m)         1368.12   (f) ADJ UNCH    2 0
 GW1512
 GW1512.Superseded values are not recommended for survey control.
 GW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1512.See file dsdata.txt to determine how the superseded data were derived.
 GW1512
 GW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB970437(NAD 83)
 GW1512_MARKER: DD = SURVEY DISK
 GW1512_SETTING: 66 = SET IN ROCK OUTCROP
 GW1512_SP_SET: OUTCROP
 GW1512_STAMPING: 129 WSM 1368 1960
 GW1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1512+STABILITY: POSITION/ELEVATION WELL
 GW1512
 GW1512  HISTORY     - Date     Condition        Report By
 GW1512  HISTORY     - 1960     MONUMENTED       USGS
 GW1512  HISTORY     - 1964     GOOD             NGS
 GW1512  HISTORY     - 19960420 GOOD             USPSQD
 GW1512
 GW1512                          STATION DESCRIPTION
 GW1512
 GW1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1512'0.7 MI N FROM AMSTERDAM.
 GW1512'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 GW1512'IN AMSTERDAM TO THE MARK SET IN THE TOP OF A OUTCROP OF BEDROCK
 GW1512'PROJECTING 10-INCHES, 56.5 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 GW1512'26.9 FEET EAST OF A METAL WITNESS SIGN AND FENCE LINE, AND
 GW1512'IS ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1512
 GW1512                          STATION RECOVERY (1996)
 GW1512
 GW1512'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5749 ***********************************************************************
 GV5749  DESIGNATION -  136A C OF R 1972
 GV5749  PID         -  GV5749
 GV5749  STATE/COUNTY-  VA/C OF RICHMOND
 GV5749  USGS QUAD   -  BON AIR (1994)
 GV5749
 GV5749                         *CURRENT SURVEY CONTROL
 GV5749  ___________________________________________________________________
 GV5749* NAD 83(1993)-  37 31 00.88825(N)    077 31 23.20866(W)     ADJUSTED  
 GV5749* NAVD 88     -        74.42   (+/-2cm)     244.2    (feet)  VERTCON   
 GV5749  ___________________________________________________________________
 GV5749  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 GV5749  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5749
 GV5749  HORZ ORDER  -  SECOND
 GV5749  VERT ORDER  -  THIRD ? (See Below)
 GV5749
 GV5749.The horizontal coordinates were established by classical geodetic methods
 GV5749.and adjusted by the National Geodetic Survey in November 1994..
 GV5749
 GV5749.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5749.The vertical order pertains to the NGVD 29 superseded value.
 GV5749
 GV5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5749
 GV5749.The geoid height was determined by GEOID03.
 GV5749
 GV5749;                    North         East     Units Scale Factor Converg.
 GV5749;SPC VA S     - 1,131,795.120 3,586,356.170   MT  0.99994879   +0 35 34.4
 GV5749;SPC VA S     - 3,713,231.16 11,766,236.87   sFT  0.99994879   +0 35 34.4
 GV5749;UTM  18      - 4,155,208.904   277,013.334   MT  1.00021251   -1 32 13.9
 GV5749
 GV5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5749!SPC VA S     -   0.99999349  x   0.99994879  =   0.99994228
 GV5749!UTM  18      -   0.99999349  x   1.00021251  =   1.00020600
 GV5749
 GV5749                          SUPERSEDED SURVEY CONTROL
 GV5749
 GV5749  NAD 83(1986)-  37 31 00.89450(N)    077 31 23.22551(W) AD(       ) 2
 GV5749  NAD 27      -  37 31 00.36384(N)    077 31 24.27571(W) AD(       ) 2
 GV5749  NGVD 29 (07/19/86)   74.73   (m)          245.2    (f) LEVELING    3  
 GV5749
 GV5749.Superseded values are not recommended for survey control.
 GV5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5749.See file dsdata.txt to determine how the superseded data were derived.
 GV5749
 GV5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7701355209(NAD 83)
 GV5749_MARKER: Z = SEE DESCRIPTION
 GV5749_SETTING: 0 = UNSPECIFIED SETTING
 GV5749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5749+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5749
 GV5749  HISTORY     - Date     Condition        Report By
 GV5749  HISTORY     - 1972     MONUMENTED       VA2060
 GV5749  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5749  HISTORY     - 19991209 GOOD             USPSQD
 GV5749  HISTORY     - 20040302 GOOD             USPSQD
 GV5749  HISTORY     - 20051205 GOOD             USPSQD
 GV5749
 GV5749                          STATION DESCRIPTION
 GV5749
 GV5749'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5749'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5749'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5749'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5749'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.60 MILES TO
 GV5749'POINT NO. 136A.
 GV5749'
 GV5749'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5749'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5749'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5749'ABOUT 8 INCHES BELOW GROUND.
 GV5749'
 GV5749'27.0 FEET S. OF C/L OF JAHNKE RD., 5.3 FEET S.W. OF C AND P POLE
 GV5749'NO. 62, VEPCO POLE NO. 345F17, 65.6 FEET N.W. OF N.W. CORNER OF A
 GV5749'1 1/2-STORY BRICK AND C.B. HOUSE, 31.7 FEET N. OF 10 INCH PINE
 GV5749'TREE.
 GV5749'
 GV5749'NEAREST TOWN--RICHMOND.
 GV5749
 GV5749                          STATION RECOVERY (1995)
 GV5749
 GV5749'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5749'MARK NOT FOUND.
 GV5749
 GV5749                          STATION RECOVERY (1999)
 GV5749
 GV5749'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5749'RECOVERED IN GOOD CONDITION.
 GV5749
 GV5749                          STATION RECOVERY (2004)
 GV5749
 GV5749'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5749'RECOVERED IN GOOD CONDITION.
 GV5749
 GV5749                          STATION RECOVERY (2005)
 GV5749
 GV5749'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5743 ***********************************************************************
 GV5743  DESIGNATION -  137 C OF R 1972
 GV5743  PID         -  GV5743
 GV5743  STATE/COUNTY-  VA/C OF RICHMOND
 GV5743  USGS QUAD   -  BON AIR (1994)
 GV5743
 GV5743                         *CURRENT SURVEY CONTROL
 GV5743  ___________________________________________________________________
 GV5743* NAD 83(1993)-  37 31 02.43773(N)    077 31 14.63893(W)     ADJUSTED  
 GV5743* NAVD 88     -        72.56   (+/-2cm)     238.1    (feet)  VERTCON   
 GV5743  ___________________________________________________________________
 GV5743  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV5743  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5743
 GV5743  HORZ ORDER  -  SECOND
 GV5743  VERT ORDER  -  THIRD ? (See Below)
 GV5743
 GV5743.The horizontal coordinates were established by classical geodetic methods
 GV5743.and adjusted by the National Geodetic Survey in November 1994..
 GV5743
 GV5743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5743.The vertical order pertains to the NGVD 29 superseded value.
 GV5743
 GV5743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5743
 GV5743.The geoid height was determined by GEOID03.
 GV5743
 GV5743;                    North         East     Units Scale Factor Converg.
 GV5743;SPC VA S     - 1,131,845.065 3,586,566.100   MT  0.99994881   +0 35 39.6
 GV5743;SPC VA S     - 3,713,395.02 11,766,925.61   sFT  0.99994881   +0 35 39.6
 GV5743;UTM  18      - 4,155,251.023   277,225.031   MT  1.00021135   -1 32 08.7
 GV5743
 GV5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5743!SPC VA S     -   0.99999378  x   0.99994881  =   0.99994259
 GV5743!UTM  18      -   0.99999378  x   1.00021135  =   1.00020513
 GV5743
 GV5743                          SUPERSEDED SURVEY CONTROL
 GV5743
 GV5743  NAD 83(1986)-  37 31 02.44396(N)    077 31 14.65583(W) AD(       ) 2
 GV5743  NAD 27      -  37 31 01.91346(N)    077 31 15.70632(W) AD(       ) 2
 GV5743  NGVD 29 (07/19/86)   72.87   (m)          239.1    (f) LEVELING    3  
 GV5743
 GV5743.Superseded values are not recommended for survey control.
 GV5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5743.See file dsdata.txt to determine how the superseded data were derived.
 GV5743
 GV5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7722555251(NAD 83)
 GV5743_MARKER: Z = SEE DESCRIPTION
 GV5743_SETTING: 0 = UNSPECIFIED SETTING
 GV5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5743+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5743
 GV5743  HISTORY     - Date     Condition        Report By
 GV5743  HISTORY     - 1972     MONUMENTED       VA2060
 GV5743  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5743  HISTORY     - 19991209 GOOD             USPSQD
 GV5743  HISTORY     - 20031108 GOOD             USPSQD
 GV5743  HISTORY     - 20050207 GOOD             USPSQD
 GV5743
 GV5743                          STATION DESCRIPTION
 GV5743
 GV5743'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5743'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5743'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5743'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5743'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.50 MILES TO
 GV5743'POINT NO. 137.
 GV5743'
 GV5743'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5743'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5743'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5743'ABOUT 8 INCHES BELOW GROUND.
 GV5743'
 GV5743'18.4 FEET S.E. OF C/L OF JAHNKE RD., 3.6 FEET N.E. OF C AND P POLE
 GV5743'NO. 68, VEPCO POLE NO. MM04, 3.6 FEET S.W. OF CENTER OF A FIRE HYD.,
 GV5743'32.6 FEET N.W. OF A 24 INCH OAK TREE.
 GV5743'
 GV5743'NEAREST TOWN--RICHMOND.
 GV5743
 GV5743                          STATION RECOVERY (1995)
 GV5743
 GV5743'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5743'MARK NOT FOUND.
 GV5743
 GV5743                          STATION RECOVERY (1999)
 GV5743
 GV5743'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5743'RECOVERED IN GOOD CONDITION.
 GV5743
 GV5743                          STATION RECOVERY (2003)
 GV5743
 GV5743'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5743'RECOVERED IN GOOD CONDITION.
 GV5743
 GV5743                          STATION RECOVERY (2005)
 GV5743
 GV5743'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0981 ***********************************************************************
 GW0981  DESIGNATION -  1374.45
 GW0981  PID         -  GW0981
 GW0981  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0981  USGS QUAD   -  GOSHEN (1983)
 GW0981
 GW0981                         *CURRENT SURVEY CONTROL
 GW0981  ___________________________________________________________________
 GW0981* NAD 83(1986)-  37 57 53.     (N)    079 29 07.     (W)     SCALED    
 GW0981* NAVD 88     -       418.776  (meters)    1373.93   (feet)  ADJUSTED  
 GW0981  ___________________________________________________________________
 GW0981  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW0981  DYNAMIC HT  -         418.444 (meters)    1372.85  (feet)  COMP
 GW0981  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 GW0981
 GW0981  VERT ORDER  -  SECOND    CLASS 0
 GW0981
 GW0981.The horizontal coordinates were scaled from a topographic map and have
 GW0981.an estimated accuracy of +/- 6 seconds.
 GW0981
 GW0981.The orthometric height was determined by differential leveling
 GW0981.and adjusted by the National Geodetic Survey in June 1991..
 GW0981
 GW0981.The geoid height was determined by GEOID03.
 GW0981
 GW0981.The dynamic height is computed by dividing the NAVD 88
 GW0981.geopotential number by the normal gravity value computed on the
 GW0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0981.degrees latitude (g = 980.6199 gals.).
 GW0981
 GW0981.The modeled gravity was interpolated from observed gravity values.
 GW0981
 GW0981;                    North         East    Units  Estimated Accuracy
 GW0981;SPC VA S     - 1,181,500.    3,413,420.      MT  (+/- 180 meters Scaled)
 GW0981
 GW0981                          SUPERSEDED SURVEY CONTROL
 GW0981
 GW0981  NGVD 29 (??/??/92)  418.934  (m)         1374.45   (f) ADJ UNCH    2 0
 GW0981
 GW0981.Superseded values are not recommended for survey control.
 GW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0981.See file dsdata.txt to determine how the superseded data were derived.
 GW0981
 GW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC330029(NAD 83)
 GW0981_MARKER: Q = CHISELED SQUARE
 GW0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0981_SP_SET: PIER
 GW0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0981
 GW0981  HISTORY     - Date     Condition        Report By
 GW0981  HISTORY     - UNK      MONUMENTED       USGS
 GW0981  HISTORY     - 1935     GOOD             NGS
 GW0981
 GW0981                          STATION DESCRIPTION
 GW0981
 GW0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0981'2.8 MI SE FROM GOSHEN.
 GW0981'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 501 FROM THE
 GW0981'CHESAPEAKE AND OHIO RAILWAY FREIGHT STATION AT GOSHEN, ROCKBRIDGE
 GW0981'COUNTY, ABOUT 120 FEET NORTH OF THE CENTER OF THE INTERSECTION
 GW0981'OF COUNTY ROAD 601, AT A STEEL BRIDGE, AND ON THE TOP OF THE
 GW0981'SOUTHEAST PIER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1909 ***********************************************************************
 GV1909  DESIGNATION -  137.97 PNMP
 GV1909  PID         -  GV1909
 GV1909  STATE/COUNTY-  VA/DINWIDDIE
 GV1909  USGS QUAD   -  PETERSBURG (1994)
 GV1909
 GV1909                         *CURRENT SURVEY CONTROL
 GV1909  ___________________________________________________________________
 GV1909* NAD 83(1986)-  37 11 53.     (N)    077 26 28.     (W)     SCALED    
 GV1909* NAVD 88     -        41.822  (meters)     137.21   (feet)  POSTED    
 GV1909  ___________________________________________________________________
 GV1909  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GV1909  DYNAMIC HT  -          41.790 (meters)     137.11  (feet)  COMP
 GV1909  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GV1909
 GV1909  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV1909
 GV1909.The horizontal coordinates were scaled from a topographic map and have
 GV1909.an estimated accuracy of +/- 6 seconds.
 GV1909
 GV1909.The orthometric height was determined by differential leveling
 GV1909.and adjusted by the National Geodetic Survey in 1992..
 GV1909.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV1909.rate of 1.1 thru 2.0 mm/km.
 GV1909
 GV1909.The geoid height was determined by GEOID03.
 GV1909
 GV1909.The dynamic height is computed by dividing the NAVD 88
 GV1909.geopotential number by the normal gravity value computed on the
 GV1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1909.degrees latitude (g = 980.6199 gals.).
 GV1909
 GV1909.The modeled gravity was interpolated from observed gravity values.
 GV1909
 GV1909;                    North         East    Units  Estimated Accuracy
 GV1909;SPC VA S     - 1,096,490.    3,594,000.      MT  (+/- 180 meters Scaled)
 GV1909
 GV1909                          SUPERSEDED SURVEY CONTROL
 GV1909
 GV1909  NGVD 29 (??/??/??)   42.173  (m)          138.36   (f) ADJUSTED    2 0
 GV1909
 GV1909.Superseded values are not recommended for survey control.
 GV1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1909.See file dsdata.txt to determine how the superseded data were derived.
 GV1909
 GV1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG833196(NAD 83)
 GV1909_MARKER: DD = SURVEY DISK
 GV1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1909_STAMPING: 137.97
 GV1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1909+STABILITY: SURFACE MOTION
 GV1909
 GV1909  HISTORY     - Date     Condition        Report By
 GV1909  HISTORY     - UNK      MONUMENTED       DOD
 GV1909  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV1909  HISTORY     - 20010331 GOOD             NGS
 GV1909
 GV1909                          STATION DESCRIPTION
 GV1909
 GV1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1909'3.4 MI SW FROM PETERSBURG.
 GV1909'3.1 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 GV1909'STATION AT PETERSBURG, DINWIDDIE COUNTY, THENCE 0.3 MILE EAST
 GV1909'ALONG STATE HIGHWAY 142, 16 FEET NORTH OF THE CENTERLINE OF
 GV1909'THE HIGHWAY, 15 FEET SOUTH OF A BLAZED OAK TREE, 4 FEET NORTH
 GV1909'OF THE EDGE OF THE PAVEMENT, AND SET IN THE TOP OF A CONCRETE
 GV1909'POST.
 GV1909
 GV1909                          STATION RECOVERY (2001)
 GV1909
 GV1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5739 ***********************************************************************
 GV5739  DESIGNATION -  138 C OF R 1972
 GV5739  PID         -  GV5739
 GV5739  STATE/COUNTY-  VA/C OF RICHMOND
 GV5739  USGS QUAD   -  BON AIR (1994)
 GV5739
 GV5739                         *CURRENT SURVEY CONTROL
 GV5739  ___________________________________________________________________
 GV5739* NAD 83(1993)-  37 31 05.96966(N)    077 31 07.77075(W)     ADJUSTED  
 GV5739* NAVD 88     -        68.29   (+/-2cm)     224.0    (feet)  VERTCON   
 GV5739  ___________________________________________________________________
 GV5739  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5739  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5739
 GV5739  HORZ ORDER  -  SECOND
 GV5739  VERT ORDER  -  THIRD ? (See Below)
 GV5739
 GV5739.The horizontal coordinates were established by classical geodetic methods
 GV5739.and adjusted by the National Geodetic Survey in November 1994..
 GV5739
 GV5739.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5739.The vertical order pertains to the NGVD 29 superseded value.
 GV5739
 GV5739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5739
 GV5739.The geoid height was determined by GEOID03.
 GV5739
 GV5739;                    North         East     Units Scale Factor Converg.
 GV5739;SPC VA S     - 1,131,955.694 3,586,733.612   MT  0.99994885   +0 35 43.8
 GV5739;SPC VA S     - 3,713,757.97 11,767,475.19   sFT  0.99994885   +0 35 43.8
 GV5739;UTM  18      - 4,155,355.376   277,396.584   MT  1.00021041   -1 32 04.7
 GV5739
 GV5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5739!SPC VA S     -   0.99999445  x   0.99994885  =   0.99994330
 GV5739!UTM  18      -   0.99999445  x   1.00021041  =   1.00020486
 GV5739
 GV5739|---------------------------------------------------------------------|
 GV5739| PID    Reference Object                     Distance      Geod. Az  |
 GV5739|                                                           dddmmss.s |
 GV5739| GV5734 139 C OF R 1972                     362.410 METERS 06139     |
 GV5739| GV5743 137 C OF R 1972                     200.756 METERS 23709     |
 GV5739|---------------------------------------------------------------------|
 GV5739
 GV5739                          SUPERSEDED SURVEY CONTROL
 GV5739
 GV5739  NAD 83(1986)-  37 31 05.97586(N)    077 31 07.78767(W) AD(       ) 2
 GV5739  NAD 27      -  37 31 05.44553(N)    077 31 08.83846(W) AD(       ) 2
 GV5739  NGVD 29 (07/19/86)   68.60   (m)          225.1    (f) LEVELING    3  
 GV5739
 GV5739.Superseded values are not recommended for survey control.
 GV5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5739.See file dsdata.txt to determine how the superseded data were derived.
 GV5739
 GV5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7739755355(NAD 83)
 GV5739_MARKER: Z = SEE DESCRIPTION
 GV5739_SETTING: 0 = UNSPECIFIED SETTING
 GV5739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5739
 GV5739  HISTORY     - Date     Condition        Report By
 GV5739  HISTORY     - 1972     MONUMENTED       VA2060
 GV5739  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5739  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5739  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5739
 GV5739                          STATION DESCRIPTION
 GV5739
 GV5739'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5739'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5739'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5739'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5739'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.35 MILES TO
 GV5739'POINT NO. 138.
 GV5739'
 GV5739'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5739'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5739'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5739'ABOUT 8 INCHES BELOW GROUND.
 GV5739'
 GV5739'21.5 FEET N.W. OF C/L OF JAHNKE RD., 3.9 FEET E. OF A 10 INCH
 GV5739'SWEET GUM TREE, 28.5 FEET S. W. OF AN 18 INCH PINE TREE, 31.1
 GV5739'FEET S.W. OF A 12 INCH OAK TREE.
 GV5739'
 GV5739'NEAREST TOWN--RICHMOND.
 GV5739
 GV5739                          STATION RECOVERY (1995)
 GV5739
 GV5739'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5739'MARK NOT FOUND.
 GV5739
 GV5739                          STATION RECOVERY (1999)
 GV5739
 GV5739'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5739'MARK NOT FOUND.
 GV5739
 GV5739                          STATION RECOVERY (2004)
 GV5739
 GV5739'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1471 ***********************************************************************
 FY1471  DESIGNATION -  139
 FY1471  PID         -  FY1471
 FY1471  STATE/COUNTY-  VA/FRANKLIN
 FY1471  USGS QUAD   -  BASSETT (1978)
 FY1471
 FY1471                         *CURRENT SURVEY CONTROL
 FY1471  ___________________________________________________________________
 FY1471* NAD 83(1986)-  36 50 28.     (N)    079 55 00.     (W)     SCALED    
 FY1471* NAVD 88     -       344.578  (meters)    1130.50   (feet)  ADJUSTED  
 FY1471  ___________________________________________________________________
 FY1471  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 FY1471  DYNAMIC HT  -         344.283 (meters)    1129.54  (feet)  COMP
 FY1471  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FY1471
 FY1471  VERT ORDER  -  FIRST     CLASS II
 FY1471
 FY1471.The horizontal coordinates were scaled from a topographic map and have
 FY1471.an estimated accuracy of +/- 6 seconds.
 FY1471
 FY1471.The orthometric height was determined by differential leveling
 FY1471.and adjusted by the National Geodetic Survey in June 1991..
 FY1471
 FY1471.The geoid height was determined by GEOID03.
 FY1471
 FY1471.The dynamic height is computed by dividing the NAVD 88
 FY1471.geopotential number by the normal gravity value computed on the
 FY1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1471.degrees latitude (g = 980.6199 gals.).
 FY1471
 FY1471.The modeled gravity was interpolated from observed gravity values.
 FY1471
 FY1471;                    North         East    Units  Estimated Accuracy
 FY1471;SPC VA S     - 1,057,300.    3,373,650.      MT  (+/- 180 meters Scaled)
 FY1471
 FY1471                          SUPERSEDED SURVEY CONTROL
 FY1471
 FY1471  NGVD 29 (??/??/92)  344.763  (m)         1131.11   (f) ADJ UNCH    1 2
 FY1471
 FY1471.Superseded values are not recommended for survey control.
 FY1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1471.See file dsdata.txt to determine how the superseded data were derived.
 FY1471
 FY1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA965777(NAD 83)
 FY1471_MARKER: DD = SURVEY DISK
 FY1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1471_STAMPING: 139 JAS 1131 1963
 FY1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1471+STABILITY: SURFACE MOTION
 FY1471
 FY1471  HISTORY     - Date     Condition        Report By
 FY1471  HISTORY     - 1963     MONUMENTED       USGS
 FY1471  HISTORY     - 1964     GOOD             NGS
 FY1471
 FY1471                          STATION DESCRIPTION
 FY1471
 FY1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1471'5.4 MI S FROM SYDNORSVILLE.
 FY1471'5.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE IN
 FY1471'SYDNORSVILLE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY1471'PROJECTING 1 INCH, 46 FEET SOUTH OF APPROXIMATE CENTER OF
 FY1471'HIGHWAY, 120 FEET SOUTHWEST OF JUNCTION OF U.S. HIGHWAY 220 AND
 FY1471'COUNTY ROAD 605, 22 FEET NORTH OF A TELEPHONE POLE 613, 22 EAST
 FY1471'OF A DRIVEWAY, 0.6 FOOT NORTH OF A METAL WITNESS SIGN AND IS ABOUT
 FY1471'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5734 ***********************************************************************
 GV5734  DESIGNATION -  139 C OF R 1972
 GV5734  PID         -  GV5734
 GV5734  STATE/COUNTY-  VA/C OF RICHMOND
 GV5734  USGS QUAD   -  BON AIR (1994)
 GV5734
 GV5734                         *CURRENT SURVEY CONTROL
 GV5734  ___________________________________________________________________
 GV5734* NAD 83(1993)-  37 31 11.55044(N)    077 30 54.78166(W)     ADJUSTED  
 GV5734* NAVD 88     -        69.63   (+/-2cm)     228.4    (feet)  VERTCON   
 GV5734  ___________________________________________________________________
 GV5734  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5734  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5734
 GV5734  HORZ ORDER  -  SECOND
 GV5734  VERT ORDER  -  THIRD ? (See Below)
 GV5734
 GV5734.The horizontal coordinates were established by classical geodetic methods
 GV5734.and adjusted by the National Geodetic Survey in November 1994..
 GV5734
 GV5734.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5734.The vertical order pertains to the NGVD 29 superseded value.
 GV5734
 GV5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5734
 GV5734.The geoid height was determined by GEOID03.
 GV5734
 GV5734;                    North         East     Units Scale Factor Converg.
 GV5734;SPC VA S     - 1,132,131.051 3,587,050.752   MT  0.99994893   +0 35 51.7
 GV5734;SPC VA S     - 3,714,333.29 11,768,515.68   sFT  0.99994893   +0 35 51.7
 GV5734;UTM  18      - 4,155,518.867   277,720.107   MT  1.00020863   -1 31 57.0
 GV5734
 GV5734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5734!SPC VA S     -   0.99999424  x   0.99994893  =   0.99994317
 GV5734!UTM  18      -   0.99999424  x   1.00020863  =   1.00020287
 GV5734
 GV5734|---------------------------------------------------------------------|
 GV5734| PID    Reference Object                     Distance      Geod. Az  |
 GV5734|                                                           dddmmss.s |
 GV5734| GV5725 140 C OF R 1972                     315.504 METERS 07024     |
 GV5734| GV5739 138 C OF R 1972                     362.410 METERS 24139     |
 GV5734|---------------------------------------------------------------------|
 GV5734
 GV5734                          SUPERSEDED SURVEY CONTROL
 GV5734
 GV5734  NAD 83(1986)-  37 31 11.55662(N)    077 30 54.79858(W) AD(       ) 2
 GV5734  NAD 27      -  37 31 11.02659(N)    077 30 55.84994(W) AD(       ) 2
 GV5734  NGVD 29 (07/19/86)   69.94   (m)          229.5    (f) LEVELING    3  
 GV5734
 GV5734.Superseded values are not recommended for survey control.
 GV5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5734.See file dsdata.txt to determine how the superseded data were derived.
 GV5734
 GV5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7772055519(NAD 83)
 GV5734_MARKER: Z = SEE DESCRIPTION
 GV5734_SETTING: 0 = UNSPECIFIED SETTING
 GV5734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5734
 GV5734  HISTORY     - Date     Condition        Report By
 GV5734  HISTORY     - 1972     MONUMENTED       VA2060
 GV5734  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5734  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5734  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5734
 GV5734                          STATION DESCRIPTION
 GV5734
 GV5734'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5734'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5734'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5734'INTERSECTION WITH CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20
 GV5734'MILE TO JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 1.10 MILES TO
 GV5734'POINT NO. 139.
 GV5734'
 GV5734'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5734'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5734'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5734'ABOUT 8 INCHES BELOW GROUND.
 GV5734'
 GV5734'20.5 FEET N. OF C/L OF JAHNKE RD., 71.7 FEET N.E. OF C AND P POLE
 GV5734'NO. 49, 77.7 FEET N.W. OF C AND P POLE NO. 48.
 GV5734'
 GV5734'NEAREST TOWN--RICHMOND.
 GV5734
 GV5734                          STATION RECOVERY (1995)
 GV5734
 GV5734'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5734'MARK NOT FOUND.
 GV5734
 GV5734                          STATION RECOVERY (1999)
 GV5734
 GV5734'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5734'MARK NOT FOUND.
 GV5734
 GV5734                          STATION RECOVERY (2004)
 GV5734
 GV5734'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0965 ***********************************************************************
 GW0965  DESIGNATION -  1390
 GW0965  PID         -  GW0965
 GW0965  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0965  USGS QUAD   -  LEXINGTON (1978)
 GW0965
 GW0965                         *CURRENT SURVEY CONTROL
 GW0965  ___________________________________________________________________
 GW0965* NAD 83(1986)-  37 50 21.     (N)    079 24 37.     (W)     SCALED    
 GW0965* NAVD 88     -       423.807  (meters)    1390.44   (feet)  ADJUSTED  
 GW0965  ___________________________________________________________________
 GW0965  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW0965  DYNAMIC HT  -         423.483 (meters)    1389.38  (feet)  COMP
 GW0965  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 GW0965
 GW0965  VERT ORDER  -  SECOND    CLASS 0
 GW0965
 GW0965.The horizontal coordinates were scaled from a topographic map and have
 GW0965.an estimated accuracy of +/- 6 seconds.
 GW0965
 GW0965.The orthometric height was determined by differential leveling
 GW0965.and adjusted by the National Geodetic Survey in June 1991..
 GW0965
 GW0965.The geoid height was determined by GEOID03.
 GW0965
 GW0965.The dynamic height is computed by dividing the NAVD 88
 GW0965.geopotential number by the normal gravity value computed on the
 GW0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0965.degrees latitude (g = 980.6199 gals.).
 GW0965
 GW0965.The modeled gravity was interpolated from observed gravity values.
 GW0965
 GW0965;                    North         East    Units  Estimated Accuracy
 GW0965;SPC VA S     - 1,167,500.    3,419,880.      MT  (+/- 180 meters Scaled)
 GW0965
 GW0965                          SUPERSEDED SURVEY CONTROL
 GW0965
 GW0965  NGVD 29 (??/??/92)  423.981  (m)         1391.01   (f) ADJ UNCH    2 0
 GW0965
 GW0965.Superseded values are not recommended for survey control.
 GW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0965.See file dsdata.txt to determine how the superseded data were derived.
 GW0965
 GW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB398891(NAD 83)
 GW0965_MARKER: N = NAIL
 GW0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0965
 GW0965  HISTORY     - Date     Condition        Report By
 GW0965  HISTORY     - UNK      MONUMENTED       USGS
 GW0965  HISTORY     - 1935     GOOD             NGS
 GW0965
 GW0965                          STATION DESCRIPTION
 GW0965
 GW0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0965'1.9 MI N FROM LEXINGTON.
 GW0965'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 11 FROM BALTIMORE AND
 GW0965'OHIO RAILROAD BRIDGE 154 AT LEXINGTON, ROCKBRIDGE COUNTY, THENCE
 GW0965'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 501, ABOUT 67 YARDS EAST
 GW0965'OF A POWER-TRANSMISSION LINE TOWER, ABOUT 120 FEET SOUTH OF A
 GW0965'LARGE FARMHOUSE, AND IN THE BASE OF A 20-INCH WALNUT TREE.  A
 GW0965'COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2452 ***********************************************************************
 GV2452  DESIGNATION -  139.9 USGS
 GV2452  PID         -  GV2452
 GV2452  STATE/COUNTY-  VA/GOOCHLAND
 GV2452  USGS QUAD   -  MIDLOTHIAN (1978)
 GV2452
 GV2452                         *CURRENT SURVEY CONTROL
 GV2452  ___________________________________________________________________
 GV2452* NAD 83(1986)-  37 34 08.     (N)    077 38 10.     (W)     SCALED    
 GV2452* NAVD 88     -        42.33   (+/-2cm)     138.9    (feet)  VERTCON   
 GV2452  ___________________________________________________________________
 GV2452  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 GV2452
 GV2452  VERT ORDER  -  THIRD (See Below)
 GV2452
 GV2452.The horizontal coordinates were scaled from a topographic map and have
 GV2452.an estimated accuracy of +/- 6 seconds.
 GV2452
 GV2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2452.The vertical order pertains to the NGVD 29 superseded value.
 GV2452
 GV2452.The geoid height was determined by GEOID03.
 GV2452
 GV2452;                    North         East    Units  Estimated Accuracy
 GV2452;SPC VA S     - 1,137,470.    3,576,320.      MT  (+/- 180 meters Scaled)
 GV2452
 GV2452                          SUPERSEDED SURVEY CONTROL
 GV2452
 GV2452  NGVD 29 (??/??/??)   42.62   (m)          139.8    (f) RESET       3  
 GV2452
 GV2452.Superseded values are not recommended for survey control.
 GV2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2452.See file dsdata.txt to determine how the superseded data were derived.
 GV2452
 GV2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG671612(NAD 83)
 GV2452_MARKER: Q = CHISELED SQUARE
 GV2452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2452_SP_SET: ABUTMENT
 GV2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2452
 GV2452  HISTORY     - Date     Condition        Report By
 GV2452  HISTORY     - 1934     MONUMENTED       USGS
 GV2452  HISTORY     - 1934     GOOD             CGS
 GV2452  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2452  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2452  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2452
 GV2452                          STATION DESCRIPTION
 GV2452
 GV2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2452'1 MI W FROM LORRAINE.
 GV2452'1.0 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM LORRAINE,
 GV2452'AT BRIDGE 127 OVER TUCKAHOE CREEK, ON THE WEST ABUTMENT, AND 4
 GV2452'FEET WEST OF THE EAST FACE.  A CHISELED SQUARE, MARKED BY THE
 GV2452'PAINTED LETTERS USBM 139.9.
 GV2452
 GV2452                          STATION RECOVERY (1983)
 GV2452
 GV2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2452'NOT SEARCHED FOR, THE MARK IS INACCESSIBLE AT THIS TIME.
 GV2452
 GV2452                          STATION RECOVERY (1998)
 GV2452
 GV2452'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2452'MARK NOT FOUND.
 GV2452
 GV2452                          STATION RECOVERY (2003)
 GV2452
 GV2452'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1147 ***********************************************************************
 GW1147  DESIGNATION -  14
 GW1147  PID         -  GW1147
 GW1147  STATE/COUNTY-  VA/CAMPBELL
 GW1147  USGS QUAD   -  CITY FARM (1985)
 GW1147
 GW1147                         *CURRENT SURVEY CONTROL
 GW1147  ___________________________________________________________________
 GW1147* NAD 83(1986)-  37 19 49.     (N)    079 14 46.     (W)     SCALED    
 GW1147* NAVD 88     -       290.615  (meters)     953.46   (feet)  POSTED    
 GW1147  ___________________________________________________________________
 GW1147  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW1147  DYNAMIC HT  -         290.390 (meters)     952.72  (feet)  COMP
 GW1147  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 GW1147
 GW1147  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1147
 GW1147.The horizontal coordinates were scaled from a topographic map and have
 GW1147.an estimated accuracy of +/- 6 seconds.
 GW1147
 GW1147.The orthometric height was determined by differential leveling
 GW1147.and adjusted by the National Geodetic Survey in 1992..
 GW1147.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1147.rate of 0.0 thru 1.0 mm/km.
 GW1147
 GW1147.The geoid height was determined by GEOID03.
 GW1147
 GW1147.The dynamic height is computed by dividing the NAVD 88
 GW1147.geopotential number by the normal gravity value computed on the
 GW1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1147.degrees latitude (g = 980.6199 gals.).
 GW1147
 GW1147.The modeled gravity was interpolated from observed gravity values.
 GW1147
 GW1147;                    North         East    Units  Estimated Accuracy
 GW1147;SPC VA S     - 1,110,900.    3,433,880.      MT  (+/- 180 meters Scaled)
 GW1147
 GW1147                          SUPERSEDED SURVEY CONTROL
 GW1147
 GW1147  NGVD 29 (??/??/92)  290.863  (m)          954.27   (f) ADJ UNCH    2 0
 GW1147
 GW1147.Superseded values are not recommended for survey control.
 GW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1147.See file dsdata.txt to determine how the superseded data were derived.
 GW1147
 GW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB553329(NAD 83)
 GW1147_MARKER: DD = SURVEY DISK
 GW1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1147_SP_SET: STEP
 GW1147_STAMPING: 14 RAK 954 1962
 GW1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1147
 GW1147  HISTORY     - Date     Condition        Report By
 GW1147  HISTORY     - 1962     MONUMENTED       USGS
 GW1147  HISTORY     - 1964     GOOD             NGS
 GW1147  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 GW1147  HISTORY     - 1987     GOOD             USPSQD
 GW1147
 GW1147                          STATION DESCRIPTION
 GW1147
 GW1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1147'AT TIMBERLAKE.
 GW1147'AT TIMBERLAKE, SET IN THE TOP OF THE SOUTHEAST CORNER OF BOTTOM
 GW1147'STEP OF SIDE ENTRANCE TO TIMBERLAKE BAPTIST CHURCH, 71 FEET
 GW1147'NORTHWEST OF CENTER LINE OF HIGHWAY, 34.5 FEET WEST OF APPROXIMATE
 GW1147'CENTER OF DRIVEWAY TO CHURCH, 9.3 FEET NORTHEAST OF NORTHEAST
 GW1147'CORNER OF CHURCH AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GW1147'HIGHWAY.
 GW1147
 GW1147                          STATION RECOVERY (1983)
 GW1147
 GW1147'RECOVERY NOTE BY US POWER SQUADRON 1983
 GW1147'MARK NOT FOUND.
 GW1147
 GW1147                          STATION RECOVERY (1987)
 GW1147
 GW1147'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 GW1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5601 ***********************************************************************
 GV5601  DESIGNATION -  14
 GV5601  PID         -  GV5601
 GV5601  STATE/COUNTY-  VA/C OF RICHMOND
 GV5601  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5601
 GV5601                         *CURRENT SURVEY CONTROL
 GV5601  ___________________________________________________________________
 GV5601* NAD 83(1993)-  37 27 23.56178(N)    077 29 21.17155(W)     ADJUSTED  
 GV5601* NAVD 88     -        46.74   (+/-2cm)     153.3    (feet)  VERTCON   
 GV5601  ___________________________________________________________________
 GV5601  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GV5601  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5601
 GV5601  HORZ ORDER  -  SECOND
 GV5601  VERT ORDER  -  THIRD ? (See Below)
 GV5601
 GV5601.The horizontal coordinates were established by classical geodetic methods
 GV5601.and adjusted by the National Geodetic Survey in September 1995..
 GV5601
 GV5601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5601.The vertical order pertains to the NGVD 29 superseded value.
 GV5601
 GV5601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5601
 GV5601.The geoid height was determined by GEOID03.
 GV5601
 GV5601;                    North         East     Units Scale Factor Converg.
 GV5601;SPC VA S     - 1,125,127.301 3,589,424.459   MT  0.99994660   +0 36 48.5
 GV5601;SPC VA S     - 3,691,355.15 11,776,303.41   sFT  0.99994660   +0 36 48.5
 GV5601;UTM  18      - 4,148,429.959   279,832.524   MT  1.00019713   -1 30 52.0
 GV5601
 GV5601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5601!SPC VA S     -   0.99999786  x   0.99994660  =   0.99994446
 GV5601!UTM  18      -   0.99999786  x   1.00019713  =   1.00019499
 GV5601
 GV5601|---------------------------------------------------------------------|
 GV5601| PID    Reference Object                     Distance      Geod. Az  |
 GV5601|                                                           dddmmss.s |
 GV5601| DC5482 14 RM                                14.659 METERS 00159     |
 GV5601| GV5589 13                                  339.262 METERS 08511     |
 GV5601| GV5606 15                                  429.643 METERS 2453534.7 |
 GV5601|---------------------------------------------------------------------|
 GV5601
 GV5601                          SUPERSEDED SURVEY CONTROL
 GV5601
 GV5601  NAD 83(1993)-  37 27 23.56174(N)    077 29 21.17142(W) AD(       ) 2
 GV5601  NAD 83(1986)-  37 27 23.56788(N)    077 29 21.18867(W) AD(       ) 2
 GV5601  NAD 27      -  37 27 23.03502(N)    077 29 22.23870(W) AD(       ) 2
 GV5601  NGVD 29 (07/19/86)   47.05   (m)          154.4    (f) LEVELING    3  
 GV5601
 GV5601.Superseded values are not recommended for survey control.
 GV5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5601.See file dsdata.txt to determine how the superseded data were derived.
 GV5601
 GV5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7983348430(NAD 83)
 GV5601_MARKER: Z = SEE DESCRIPTION
 GV5601_SETTING: 0 = UNSPECIFIED SETTING
 GV5601
 GV5601  HISTORY     - Date     Condition        Report By
 GV5601  HISTORY     - 1972     MONUMENTED       VA2060
 GV5601  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5601  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5601  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5601
 GV5601                          STATION DESCRIPTION
 GV5601
 GV5601'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5601'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5601'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5601'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.55 MILE, THENCE WEST ON
 GV5601'BROOKBURY BLVD. 0.15 MILE, THENCE SOUTH ON BATH GATE RD. 0.15
 GV5601'MILE, THENCE SOUTH ON OLD DIRT ROAD 0.3 MILE TO POINT NO 14.
 GV5601'
 GV5601'AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN CENTER OF PIN, SET
 GV5601'FLUSH TO GROUND.
 GV5601'
 GV5601'50.0 FEET S. W. 6 INCH HOLLY TREE, 45.0 FEET S. W. 6 INCH CEDAR TREE,
 GV5601'85.4 FEET S. E. 6 INCH MAPLE TREE.
 GV5601'
 GV5601'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5601'CENTER OF PIN, SET FLUSH TO GROUND.  4.0 FEET W. OF 6 INCH TWIN TOP
 GV5601'CEDAR TREE, 19.4 FEET S. E. OF 8 INCH TWIN TOP CEDAR TREE, 31.0
 GV5601'FEET E. OF 6 INCH CEDAR TREE.
 GV5601'
 GV5601'DISTANCE BETWEEN PT. 14 AND R. M. IS 48.09 FT., 14.659 M.
 GV5601'
 GV5601'NEAREST TOWN--RICHMOND.
 GV5601
 GV5601                          STATION RECOVERY (1995)
 GV5601
 GV5601'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5601'MARK NOT FOUND.
 GV5601
 GV5601                          STATION RECOVERY (1999)
 GV5601
 GV5601'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5601'MARK NOT FOUND.
 GV5601
 GV5601                          STATION RECOVERY (2003)
 GV5601
 GV5601'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1468 ***********************************************************************
 FY1468  DESIGNATION -  140
 FY1468  PID         -  FY1468
 FY1468  STATE/COUNTY-  VA/FRANKLIN
 FY1468  USGS QUAD   -  BASSETT (1978)
 FY1468
 FY1468                         *CURRENT SURVEY CONTROL
 FY1468  ___________________________________________________________________
 FY1468* NAD 83(1986)-  36 51 08.     (N)    079 52 41.     (W)     SCALED    
 FY1468* NAVD 88     -       354.983  (meters)    1164.64   (feet)  ADJUSTED  
 FY1468  ___________________________________________________________________
 FY1468  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FY1468  DYNAMIC HT  -         354.683 (meters)    1163.66  (feet)  COMP
 FY1468  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 FY1468
 FY1468  VERT ORDER  -  FIRST     CLASS II
 FY1468
 FY1468.The horizontal coordinates were scaled from a topographic map and have
 FY1468.an estimated accuracy of +/- 6 seconds.
 FY1468
 FY1468.The orthometric height was determined by differential leveling
 FY1468.and adjusted by the National Geodetic Survey in June 1991..
 FY1468
 FY1468.The geoid height was determined by GEOID03.
 FY1468
 FY1468.The dynamic height is computed by dividing the NAVD 88
 FY1468.geopotential number by the normal gravity value computed on the
 FY1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1468.degrees latitude (g = 980.6199 gals.).
 FY1468
 FY1468.The modeled gravity was interpolated from observed gravity values.
 FY1468
 FY1468;                    North         East    Units  Estimated Accuracy
 FY1468;SPC VA S     - 1,058,480.    3,377,110.      MT  (+/- 180 meters Scaled)
 FY1468
 FY1468                          SUPERSEDED SURVEY CONTROL
 FY1468
 FY1468  NGVD 29 (??/??/92)  355.172  (m)         1165.26   (f) ADJ UNCH    1 2
 FY1468
 FY1468.Superseded values are not recommended for survey control.
 FY1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1468.See file dsdata.txt to determine how the superseded data were derived.
 FY1468
 FY1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA000790(NAD 83)
 FY1468_MARKER: DD = SURVEY DISK
 FY1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1468_STAMPING: 140 JAS 1165 1963
 FY1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1468+STABILITY: SURFACE MOTION
 FY1468
 FY1468  HISTORY     - Date     Condition        Report By
 FY1468  HISTORY     - 1963     MONUMENTED       USGS
 FY1468  HISTORY     - 1964     GOOD             NGS
 FY1468
 FY1468                          STATION DESCRIPTION
 FY1468
 FY1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1468'3.1 MI S FROM SYDNORSVILLE.
 FY1468'3.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE IN
 FY1468'SYDNORSVILLE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY1468'PROJECTING 1 INCH, 105 FEET WEST OF JUNCTION OF U.S. HIGHWAY 220
 FY1468'AND COUNTY ROAD 618, 43.6 FEET NORTHWEST OF THE HIGHWAY, 2.4
 FY1468'FEET NORTHWEST OF TELEPHONE POLE 687 A, 0.6 FOOT SOUTHEAST OF A
 FY1468'METAL WITNESS SIGN, AND IS ABOUT 8 FEET ABOVE THE LEVEL OF THE
 FY1468'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5725 ***********************************************************************
 GV5725  DESIGNATION -  140 C OF R 1972
 GV5725  PID         -  GV5725
 GV5725  STATE/COUNTY-  VA/C OF RICHMOND
 GV5725  USGS QUAD   -  BON AIR (1994)
 GV5725
 GV5725                         *CURRENT SURVEY CONTROL
 GV5725  ___________________________________________________________________
 GV5725* NAD 83(1993)-  37 31 14.98251(N)    077 30 42.67737(W)     ADJUSTED  
 GV5725* NAVD 88     -        74.04   (+/-2cm)     242.9    (feet)  VERTCON   
 GV5725  ___________________________________________________________________
 GV5725  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5725  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5725
 GV5725  HORZ ORDER  -  SECOND
 GV5725  VERT ORDER  -  THIRD ? (See Below)
 GV5725
 GV5725.The horizontal coordinates were established by classical geodetic methods
 GV5725.and adjusted by the National Geodetic Survey in November 1994..
 GV5725
 GV5725.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5725.The vertical order pertains to the NGVD 29 superseded value.
 GV5725
 GV5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5725
 GV5725.The geoid height was determined by GEOID03.
 GV5725
 GV5725;                    North         East     Units Scale Factor Converg.
 GV5725;SPC VA S     - 1,132,239.956 3,587,346.847   MT  0.99994897   +0 35 59.0
 GV5725;SPC VA S     - 3,714,690.59 11,769,487.11   sFT  0.99994897   +0 35 59.0
 GV5725;UTM  18      - 4,155,616.716   278,020.124   MT  1.00020699   -1 31 49.7
 GV5725
 GV5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5725!SPC VA S     -   0.99999355  x   0.99994897  =   0.99994252
 GV5725!UTM  18      -   0.99999355  x   1.00020699  =   1.00020054
 GV5725
 GV5725|---------------------------------------------------------------------|
 GV5725| PID    Reference Object                     Distance      Geod. Az  |
 GV5725|                                                           dddmmss.s |
 GV5725| GV5716 141 C OF R 1972                     364.329 METERS 10818     |
 GV5725| GV5719 85 C OF R 1972                      368.107 METERS 15947     |
 GV5725| GV5734 139 C OF R 1972                     315.504 METERS 25024     |
 GV5725| GV5729 155 C OF R 1972                     237.825 METERS 32903     |
 GV5725|---------------------------------------------------------------------|
 GV5725
 GV5725                          SUPERSEDED SURVEY CONTROL
 GV5725
 GV5725  NAD 83(1986)-  37 31 14.98867(N)    077 30 42.69429(W) AD(       ) 2
 GV5725  NAD 27      -  37 31 14.45887(N)    077 30 43.74612(W) AD(       ) 2
 GV5725  NGVD 29 (07/19/86)   74.35   (m)          243.9    (f) LEVELING    3  
 GV5725
 GV5725.Superseded values are not recommended for survey control.
 GV5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5725.See file dsdata.txt to determine how the superseded data were derived.
 GV5725
 GV5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7802055617(NAD 83)
 GV5725_MARKER: Z = SEE DESCRIPTION
 GV5725_SETTING: 0 = UNSPECIFIED SETTING
 GV5725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5725
 GV5725  HISTORY     - Date     Condition        Report By
 GV5725  HISTORY     - 1972     MONUMENTED       VA2060
 GV5725  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5725  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5725  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5725
 GV5725                          STATION DESCRIPTION
 GV5725
 GV5725'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5725'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5725'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5725'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5725'THENCE SOUTHWEST ON JAHNKE RD. 0.90 MILE TO POINT NO. 140.
 GV5725'
 GV5725'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5725'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5725'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5725'8 INCHES BELOW GROUND.
 GV5725'
 GV5725'25.2 FEET N. OF C/L OF JAHNKE RD., 26.6 FEET E. OF C/L OF BLAKEMORE
 GV5725'RD., 19.7 FEET S.E. OF C AND P POLE NO. 6707G - VEPCO NO. RP21.
 GV5725'
 GV5725'NEAREST TOWN--RICHMOND.
 GV5725
 GV5725                          STATION RECOVERY (1995)
 GV5725
 GV5725'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5725'MARK NOT FOUND.
 GV5725
 GV5725                          STATION RECOVERY (1999)
 GV5725
 GV5725'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5725'MARK NOT FOUND.
 GV5725
 GV5725                          STATION RECOVERY (2004)
 GV5725
 GV5725'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1083 ***********************************************************************
 GV1083  DESIGNATION -  140 USGS
 GV1083  PID         -  GV1083
 GV1083  STATE/COUNTY-  VA/NEW KENT
 GV1083  USGS QUAD   -  NEW KENT (1978)
 GV1083
 GV1083                         *CURRENT SURVEY CONTROL
 GV1083  ___________________________________________________________________
 GV1083* NAD 83(1986)-  37 31 04.     (N)    076 58 44.     (W)     SCALED    
 GV1083* NAVD 88     -        42.321  (meters)     138.85   (feet)  ADJUSTED  
 GV1083  ___________________________________________________________________
 GV1083  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV1083  DYNAMIC HT  -          42.291 (meters)     138.75  (feet)  COMP
 GV1083  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 GV1083
 GV1083  VERT ORDER  -  SECOND    CLASS 0
 GV1083
 GV1083.The horizontal coordinates were scaled from a topographic map and have
 GV1083.an estimated accuracy of +/- 6 seconds.
 GV1083
 GV1083.The orthometric height was determined by differential leveling
 GV1083.and adjusted by the National Geodetic Survey in June 1991..
 GV1083
 GV1083.The geoid height was determined by GEOID03.
 GV1083
 GV1083.The dynamic height is computed by dividing the NAVD 88
 GV1083.geopotential number by the normal gravity value computed on the
 GV1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1083.degrees latitude (g = 980.6199 gals.).
 GV1083
 GV1083.The modeled gravity was interpolated from observed gravity values.
 GV1083
 GV1083;                    North         East    Units  Estimated Accuracy
 GV1083;SPC VA S     - 1,132,530.    3,634,460.      MT  (+/- 180 meters Scaled)
 GV1083
 GV1083                          SUPERSEDED SURVEY CONTROL
 GV1083
 GV1083  NGVD 29 (??/??/??)   42.676  (m)          140.01   (f) ADJUSTED    2 0
 GV1083
 GV1083.Superseded values are not recommended for survey control.
 GV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1083.See file dsdata.txt to determine how the superseded data were derived.
 GV1083
 GV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG251541(NAD 83)
 GV1083_MARKER: DD = SURVEY DISK
 GV1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1083_SP_SET: PORCH
 GV1083_STAMPING: VA 140 1917
 GV1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1083+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV1083
 GV1083  HISTORY     - Date     Condition        Report By
 GV1083  HISTORY     - 1917     MONUMENTED       USGS
 GV1083  HISTORY     - 1961     GOOD             CGS
 GV1083  HISTORY     - 19960309 GOOD             USPSQD
 GV1083  HISTORY     - 20001216 GOOD             USPSQD
 GV1083  HISTORY     - 20010331 GOOD             NGS
 GV1083  HISTORY     - 20050307 GOOD             USPSQD
 GV1083
 GV1083                          STATION DESCRIPTION
 GV1083
 GV1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1083'AT NEW KENT.
 GV1083'AT NEW KENT, NEW KENT COUNTY, ON STATE HIGHWAY 33, AT THE
 GV1083'COUNTY COURTHOUSE, IN THE NORTHWEST CORNER OF THE FRONT PORCH
 GV1083'ON THE NORTH SIDE OF THE BUILDING, 1 FOOT SOUTH OF THE POST AT
 GV1083'THE NORTHWEST CORNER, AND FLUSH WITH THE FLOOR.
 GV1083
 GV1083                          STATION RECOVERY (1996)
 GV1083
 GV1083'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1083'RECOVERED IN GOOD CONDITION.
 GV1083
 GV1083                          STATION RECOVERY (2000)
 GV1083
 GV1083'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1083'RECOVERED IN GOOD CONDITION.
 GV1083
 GV1083                          STATION RECOVERY (2001)
 GV1083
 GV1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1083
 GV1083                          STATION RECOVERY (2005)
 GV1083
 GV1083'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0306 ***********************************************************************
 GX0306  DESIGNATION -  1401.0
 GX0306  PID         -  GX0306
 GX0306  STATE/COUNTY-  VA/MONTGOMERY
 GX0306  USGS QUAD   -  ELLISTON (1972)
 GX0306
 GX0306                         *CURRENT SURVEY CONTROL
 GX0306  ___________________________________________________________________
 GX0306* NAD 83(1986)-  37 11 00.     (N)    080 14 41.     (W)     SCALED    
 GX0306* NAVD 88     -       427.103  (meters)    1401.25   (feet)  ADJUSTED  
 GX0306  ___________________________________________________________________
 GX0306  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX0306  DYNAMIC HT  -         426.736 (meters)    1400.05  (feet)  COMP
 GX0306  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 GX0306
 GX0306  VERT ORDER  -  FIRST     CLASS II
 GX0306
 GX0306.The horizontal coordinates were scaled from a topographic map and have
 GX0306.an estimated accuracy of +/- 6 seconds.
 GX0306
 GX0306.The orthometric height was determined by differential leveling
 GX0306.and adjusted by the National Geodetic Survey in June 1991..
 GX0306
 GX0306.The geoid height was determined by GEOID03.
 GX0306
 GX0306.The dynamic height is computed by dividing the NAVD 88
 GX0306.geopotential number by the normal gravity value computed on the
 GX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0306.degrees latitude (g = 980.6199 gals.).
 GX0306
 GX0306.The modeled gravity was interpolated from observed gravity values.
 GX0306
 GX0306;                    North         East    Units  Estimated Accuracy
 GX0306;SPC VA S     - 1,095,760.    3,345,090.      MT  (+/- 180 meters Scaled)
 GX0306
 GX0306                          SUPERSEDED SURVEY CONTROL
 GX0306
 GX0306  NGVD 29 (??/??/92)  427.250  (m)         1401.74   (f) ADJ UNCH    1 2
 GX0306
 GX0306.Superseded values are not recommended for survey control.
 GX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0306.See file dsdata.txt to determine how the superseded data were derived.
 GX0306
 GX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB670154(NAD 83)
 GX0306_MARKER: Q = CHISELED SQUARE
 GX0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0306_SP_SET: TUNNEL
 GX0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0306
 GX0306  HISTORY     - Date     Condition        Report By
 GX0306  HISTORY     - UNK      MONUMENTED       USGS
 GX0306  HISTORY     - 1934     GOOD             NGS
 GX0306
 GX0306                          STATION DESCRIPTION
 GX0306
 GX0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX0306'1.1 MI NE FROM SHAWSVILLE.
 GX0306'1.1 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0306'SHAWSVILLE, AT THE SOUTHWEST END OF A TUNNEL, 5.6 FEET NORTHWEST
 GX0306'OF THE NORTHWEST RAIL, AND ABOUT 3 INCHES UNDERGROUND.  A
 GX0306'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1281 ***********************************************************************
 HW1281  DESIGNATION -  1403 USFS
 HW1281  PID         -  HW1281
 HW1281  STATE/COUNTY-  VA/SHENANDOAH
 HW1281  USGS QUAD   -  NEW MARKET (1994)
 HW1281
 HW1281                         *CURRENT SURVEY CONTROL
 HW1281  ___________________________________________________________________
 HW1281* NAD 83(1986)-  38 40 50.     (N)    078 39 16.     (W)     SCALED    
 HW1281* NAVD 88     -       297.000  (meters)     974.41   (feet)  ADJUSTED  
 HW1281  ___________________________________________________________________
 HW1281  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HW1281  DYNAMIC HT  -         296.795 (meters)     973.73  (feet)  COMP
 HW1281  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 HW1281
 HW1281  VERT ORDER  -  SECOND    CLASS 0
 HW1281
 HW1281.The horizontal coordinates were scaled from a topographic map and have
 HW1281.an estimated accuracy of +/- 6 seconds.
 HW1281
 HW1281.The orthometric height was determined by differential leveling
 HW1281.and adjusted by the National Geodetic Survey in June 1991..
 HW1281
 HW1281.The geoid height was determined by GEOID03.
 HW1281
 HW1281.The dynamic height is computed by dividing the NAVD 88
 HW1281.geopotential number by the normal gravity value computed on the
 HW1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1281.degrees latitude (g = 980.6199 gals.).
 HW1281
 HW1281.The modeled gravity was interpolated from observed gravity values.
 HW1281
 HW1281;                    North         East    Units  Estimated Accuracy
 HW1281;SPC VA N     - 2,112,550.    3,486,560.      MT  (+/- 180 meters Scaled)
 HW1281
 HW1281                          SUPERSEDED SURVEY CONTROL
 HW1281
 HW1281  NGVD 29 (??/??/92)  297.156  (m)          974.92   (f) ADJ UNCH    2 0
 HW1281
 HW1281.Superseded values are not recommended for survey control.
 HW1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1281.See file dsdata.txt to determine how the superseded data were derived.
 HW1281
 HW1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC040839(NAD 83)
 HW1281_MARKER: DD = SURVEY DISK
 HW1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1281_STAMPING: 1403 1935
 HW1281_MARK LOGO: USFS  
 HW1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1281+STABILITY: SURFACE MOTION
 HW1281
 HW1281  HISTORY     - Date     Condition        Report By
 HW1281  HISTORY     - 1935     MONUMENTED       USFS
 HW1281  HISTORY     - 1958     GOOD             NGS
 HW1281  HISTORY     - 1983     POOR             NGS
 HW1281
 HW1281                          STATION DESCRIPTION
 HW1281
 HW1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1281'3.4 MI N FROM NEW MARKET.
 HW1281'3.35 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1281'NEW MARKET, ABOUT 4.6 MILES SOUTH OF THE POST OFFICE AT
 HW1281'MT. JACKSON, AT THE JUNCTION OF COUNTY ROAD NO. 767, 45 FEET
 HW1281'WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE
 HW1281'CENTER LINE OF THE COUNTY ROAD, 44 FEET EAST OF TELEPHONE POLE
 HW1281'NO. 2-99, 3 FEET NORTHWEST OF A FENCE CORNER, 3 FEET ABOVE
 HW1281'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HW1281'POST PROJECTING 8 INCHES ABOVE THE GROUND.
 HW1281
 HW1281                          STATION RECOVERY (1983)
 HW1281
 HW1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1281'RECOVERED IN POOR CONDITION, MARK FOUND LEANING.  NOT LEVELED
 HW1281'TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0704 ***********************************************************************
 GW0704  DESIGNATION -  1404.77
 GW0704  PID         -  GW0704
 GW0704  STATE/COUNTY-  VA/ALBEMARLE
 GW0704  USGS QUAD   -  COVESVILLE (1984)
 GW0704
 GW0704                         *CURRENT SURVEY CONTROL
 GW0704  ___________________________________________________________________
 GW0704* NAD 83(1986)-  37 55 15.     (N)    078 44 22.     (W)     SCALED    
 GW0704* NAVD 88     -       428.170  (meters)    1404.75   (feet)  ADJUSTED  
 GW0704  ___________________________________________________________________
 GW0704  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW0704  DYNAMIC HT  -         427.857 (meters)    1403.73  (feet)  COMP
 GW0704  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 GW0704
 GW0704  VERT ORDER  -  SECOND    CLASS 0
 GW0704
 GW0704.The horizontal coordinates were scaled from a topographic map and have
 GW0704.an estimated accuracy of +/- 6 seconds.
 GW0704
 GW0704.The orthometric height was determined by differential leveling
 GW0704.and adjusted by the National Geodetic Survey in June 1991..
 GW0704
 GW0704.The geoid height was determined by GEOID03.
 GW0704
 GW0704.The dynamic height is computed by dividing the NAVD 88
 GW0704.geopotential number by the normal gravity value computed on the
 GW0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0704.degrees latitude (g = 980.6199 gals.).
 GW0704
 GW0704.The modeled gravity was interpolated from observed gravity values.
 GW0704
 GW0704;                    North         East    Units  Estimated Accuracy
 GW0704;SPC VA S     - 1,176,210.    3,478,950.      MT  (+/- 180 meters Scaled)
 GW0704
 GW0704                          SUPERSEDED SURVEY CONTROL
 GW0704
 GW0704  NGVD 29 (??/??/92)  428.298  (m)         1405.17   (f) ADJ UNCH    2 0
 GW0704
 GW0704.Superseded values are not recommended for survey control.
 GW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0704.See file dsdata.txt to determine how the superseded data were derived.
 GW0704
 GW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB986994(NAD 83)
 GW0704_MARKER: Q = CHISELED SQUARE
 GW0704_SETTING: 80 = SET IN A BOULDER
 GW0704_SP_SET: BOULDER
 GW0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0704+STABILITY: SURFACE MOTION
 GW0704
 GW0704  HISTORY     - Date     Condition        Report By
 GW0704  HISTORY     - UNK      MONUMENTED       USGS
 GW0704  HISTORY     - 1935     GOOD             NGS
 GW0704
 GW0704                          STATION DESCRIPTION
 GW0704
 GW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0704'1.1 MI NE FROM HEARDS.
 GW0704'1.1 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM HEARDS, ALBEMARLE
 GW0704'COUNTY, 140 FEET EAST OF THE TOP OF A HILL, 140 FEET EAST OF THE
 GW0704'JUNCTION OF COUNTY ROAD 634, 18 FEET NORTH OF THE CENTERLINE OF
 GW0704'THE ROAD, ON THE TOP OF A LARGE SANDSTONE BOULDER, AND 3 FEET
 GW0704'HIGHER THAN THE ROADWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1216 ***********************************************************************
 HW1216  DESIGNATION -  1405
 HW1216  PID         -  HW1216
 HW1216  STATE/COUNTY-  VA/PAGE
 HW1216  USGS QUAD   -  HAMBURG (1984)
 HW1216
 HW1216                         *CURRENT SURVEY CONTROL
 HW1216  ___________________________________________________________________
 HW1216* NAD 83(1986)-  38 39 32.     (N)    078 30 18.     (W)     SCALED    
 HW1216* NAVD 88     -       251.406  (meters)     824.82   (feet)  ADJUSTED  
 HW1216  ___________________________________________________________________
 HW1216  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HW1216  DYNAMIC HT  -         251.234 (meters)     824.26  (feet)  COMP
 HW1216  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HW1216
 HW1216  VERT ORDER  -  SECOND    CLASS 0
 HW1216
 HW1216.The horizontal coordinates were scaled from a topographic map and have
 HW1216.an estimated accuracy of +/- 6 seconds.
 HW1216
 HW1216.The orthometric height was determined by differential leveling
 HW1216.and adjusted by the National Geodetic Survey in June 1991..
 HW1216
 HW1216.The geoid height was determined by GEOID03.
 HW1216
 HW1216.The dynamic height is computed by dividing the NAVD 88
 HW1216.geopotential number by the normal gravity value computed on the
 HW1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1216.degrees latitude (g = 980.6199 gals.).
 HW1216
 HW1216.The modeled gravity was interpolated from observed gravity values.
 HW1216
 HW1216;                    North         East    Units  Estimated Accuracy
 HW1216;SPC VA N     - 2,110,140.    3,499,570.      MT  (+/- 180 meters Scaled)
 HW1216
 HW1216                          SUPERSEDED SURVEY CONTROL
 HW1216
 HW1216  NGVD 29 (??/??/92)  251.58   (m)          825.4    (f) COMPUTED    2 0
 HW1216
 HW1216.Superseded values are not recommended for survey control.
 HW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1216.See file dsdata.txt to determine how the superseded data were derived.
 HW1216
 HW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC170818(NAD 83)
 HW1216_MARKER: DD = SURVEY DISK
 HW1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1216_STAMPING: 1405 1935
 HW1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1216+STABILITY: SURFACE MOTION
 HW1216
 HW1216  HISTORY     - Date     Condition        Report By
 HW1216  HISTORY     - 1935     MONUMENTED       USFS
 HW1216  HISTORY     - 1942     GOOD             NGS
 HW1216  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1216
 HW1216                          STATION DESCRIPTION
 HW1216
 HW1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW1216'2.4 MI W FROM LURAY.
 HW1216'2.4 MILES WST ALONG U.S. HIGHWAY 211 FROMTHE HAWKSBILL CREEK
 HW1216'BRIDGE AT LURAY, PAGE COUNTY, AT THE JUNCTION OF STATE SECONDARY
 HW1216'ROAD 638 LEADING NORTHWEST, 30 FEET NORTH OF THE CENTERLINE OF
 HW1216'THE HIGHWAY, AND AT A FENCE CORNER.  A UNITED STATES FOREST
 HW1216'SERVICE STANDARD DISK, STAMPED 1405 1935 AND SET IN THE TOP OF
 HW1216'A CONCRETE POST.  NOTE-- THE POST IS LOOSE IN THE GROUND.
 HW1216
 HW1216                          STATION RECOVERY (1965)
 HW1216
 HW1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5716 ***********************************************************************
 GV5716  DESIGNATION -  141 C OF R 1972
 GV5716  PID         -  GV5716
 GV5716  STATE/COUNTY-  VA/C OF RICHMOND
 GV5716  USGS QUAD   -  BON AIR (1994)
 GV5716
 GV5716                         *CURRENT SURVEY CONTROL
 GV5716  ___________________________________________________________________
 GV5716* NAD 83(1993)-  37 31 11.27274(N)    077 30 28.59073(W)     ADJUSTED  
 GV5716* NAVD 88     -        73.04   (+/-2cm)     239.6    (feet)  VERTCON   
 GV5716  ___________________________________________________________________
 GV5716  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV5716  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5716
 GV5716  HORZ ORDER  -  SECOND
 GV5716  VERT ORDER  -  THIRD ? (See Below)
 GV5716
 GV5716.The horizontal coordinates were established by classical geodetic methods
 GV5716.and adjusted by the National Geodetic Survey in November 1994..
 GV5716
 GV5716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5716.The vertical order pertains to the NGVD 29 superseded value.
 GV5716
 GV5716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5716
 GV5716.The geoid height was determined by GEOID03.
 GV5716
 GV5716;                    North         East     Units Scale Factor Converg.
 GV5716;SPC VA S     - 1,132,129.224 3,587,693.921   MT  0.99994892   +0 36 07.6
 GV5716;SPC VA S     - 3,714,327.30 11,770,625.81   sFT  0.99994892   +0 36 07.6
 GV5716;UTM  18      - 4,155,493.128   278,362.930   MT  1.00020512   -1 31 41.0
 GV5716
 GV5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5716!SPC VA S     -   0.99999371  x   0.99994892  =   0.99994263
 GV5716!UTM  18      -   0.99999371  x   1.00020512  =   1.00019883
 GV5716
 GV5716|---------------------------------------------------------------------|
 GV5716| PID    Reference Object                     Distance      Geod. Az  |
 GV5716|                                                           dddmmss.s |
 GV5716| GV5711 142 C OF R 1972                     279.239 METERS 09800     |
 GV5716| GV5725 140 C OF R 1972                     364.329 METERS 28818     |
 GV5716|---------------------------------------------------------------------|
 GV5716
 GV5716                          SUPERSEDED SURVEY CONTROL
 GV5716
 GV5716  NAD 83(1986)-  37 31 11.27891(N)    077 30 28.60767(W) AD(       ) 2
 GV5716  NAD 27      -  37 31 10.74924(N)    077 30 29.65990(W) AD(       ) 2
 GV5716  NGVD 29 (07/19/86)   73.35   (m)          240.6    (f) LEVELING    3  
 GV5716
 GV5716.Superseded values are not recommended for survey control.
 GV5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5716.See file dsdata.txt to determine how the superseded data were derived.
 GV5716
 GV5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7836355493(NAD 83)
 GV5716_MARKER: Z = SEE DESCRIPTION
 GV5716_SETTING: 0 = UNSPECIFIED SETTING
 GV5716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5716+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5716
 GV5716  HISTORY     - Date     Condition        Report By
 GV5716  HISTORY     - 1972     MONUMENTED       VA2060
 GV5716  HISTORY     - 19951203 GOOD             USPSQD
 GV5716  HISTORY     - 19991209 GOOD             USPSQD
 GV5716  HISTORY     - 20040302 GOOD             USPSQD
 GV5716  HISTORY     - 20051205 GOOD             USPSQD
 GV5716
 GV5716                          STATION DESCRIPTION
 GV5716
 GV5716'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5716'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5716'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5716'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5716'THENCE SOUTHWEST ON JAHNKE RD. 0.70 MILE TO POINT NO. 141.
 GV5716'
 GV5716'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5716'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5716'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5716'8 INCHES BELOW GROUND.
 GV5716'
 GV5716'24.8 FEET S. OF C/L OF JAHNKE RD., 3.4 FEET N. OF C AND P POLE NO.
 GV5716'5559B - VEPCO NO. TO33, 50.9 FEET W. OF AN 8 INCH WALNUT TREE.
 GV5716'
 GV5716'NEAREST TOWN--RICHMOND.
 GV5716
 GV5716                          STATION RECOVERY (1995)
 GV5716
 GV5716'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5716'RECOVERED IN GOOD CONDITION.
 GV5716
 GV5716                          STATION RECOVERY (1999)
 GV5716
 GV5716'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5716'RECOVERED IN GOOD CONDITION.
 GV5716
 GV5716                          STATION RECOVERY (2004)
 GV5716
 GV5716'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5716'RECOVERED IN GOOD CONDITION.
 GV5716
 GV5716                          STATION RECOVERY (2005)
 GV5716
 GV5716'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3680 ***********************************************************************
 HV3680  DESIGNATION -  1410 USE
 HV3680  PID         -  HV3680
 HV3680  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3680  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3680
 HV3680                         *CURRENT SURVEY CONTROL
 HV3680  ___________________________________________________________________
 HV3680* NAD 83(1986)-  38 45 02.     (N)    077 39 11.     (W)     SCALED    
 HV3680* NAVD 88     -       110.540  (meters)     362.66   (feet)  ADJUSTED  
 HV3680  ___________________________________________________________________
 HV3680  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV3680  DYNAMIC HT  -         110.476 (meters)     362.45  (feet)  COMP
 HV3680  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 HV3680
 HV3680  VERT ORDER  -  SECOND    CLASS 0
 HV3680
 HV3680.The horizontal coordinates were scaled from a topographic map and have
 HV3680.an estimated accuracy of +/- 6 seconds.
 HV3680
 HV3680.The orthometric height was determined by differential leveling
 HV3680.and adjusted by the National Geodetic Survey in June 1991..
 HV3680
 HV3680.The geoid height was determined by GEOID03.
 HV3680
 HV3680.The dynamic height is computed by dividing the NAVD 88
 HV3680.geopotential number by the normal gravity value computed on the
 HV3680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3680.degrees latitude (g = 980.6199 gals.).
 HV3680
 HV3680.The modeled gravity was interpolated from observed gravity values.
 HV3680
 HV3680;                    North         East    Units  Estimated Accuracy
 HV3680;SPC VA N     - 2,120,650.    3,573,620.      MT  (+/- 180 meters Scaled)
 HV3680
 HV3680                          SUPERSEDED SURVEY CONTROL
 HV3680
 HV3680  NGVD 29 (??/??/??)  110.780  (m)          363.45   (f) ADJUSTED    2 0
 HV3680
 HV3680.Superseded values are not recommended for survey control.
 HV3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3680.See file dsdata.txt to determine how the superseded data were derived.
 HV3680
 HV3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH694924(NAD 83)
 HV3680_MARKER: DD = SURVEY DISK
 HV3680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3680_STAMPING: 1410 1943
 HV3680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3680+STABILITY: SURFACE MOTION
 HV3680
 HV3680  HISTORY     - Date     Condition        Report By
 HV3680  HISTORY     - 1943     MONUMENTED       DOD
 HV3680  HISTORY     - 1960     GOOD             CGS
 HV3680  HISTORY     - 20030317 MARK NOT FOUND   WR
 HV3680
 HV3680                          STATION DESCRIPTION
 HV3680
 HV3680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3680'0.2 MI W FROM GREENWICH.
 HV3680'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 295 FROM THE PRESBYTERIAN
 HV3680'CHURCH AT GREENWICH, ABOUT 0.25 MILE WEST OF THE JUNCTION OF
 HV3680'COUNTY ROAD 603, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE
 HV3680'OF STATE HIGHWAY 295, 30 FEET NORTH-NORTHWEST OF THE CENTER OF
 HV3680'JUNCTION OF STATE HIGHWAY 295 AND COUNTY ROAD 602, 7 FEET
 HV3680'SOUTHEAST OF A POWER LINE TRANSMISSION POLE, 5 1/2 FEET
 HV3680'SOUTHEAST OF THE SOUTHWEST CORNER OF LAWN FENCE, 3 FEET SOUTH OF
 HV3680'LAWN FENCE, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 HV3680'FOOT ABOVE THE GROUND.
 HV3680
 HV3680                          STATION RECOVERY (2003)
 HV3680
 HV3680'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2003 (RTD)
 HV3680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1328 ***********************************************************************
 GW1328  DESIGNATION -  1414
 GW1328  PID         -  GW1328
 GW1328  STATE/COUNTY-  VA/BOTETOURT
 GW1328  USGS QUAD   -  DALEVILLE (1978)
 GW1328
 GW1328                         *CURRENT SURVEY CONTROL
 GW1328  ___________________________________________________________________
 GW1328* NAD 83(1986)-  37 24 55.     (N)    079 52 32.     (W)     SCALED    
 GW1328* NAVD 88     -       431.002  (meters)    1414.05   (feet)  ADJUSTED  
 GW1328  ___________________________________________________________________
 GW1328  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1328  DYNAMIC HT  -         430.643 (meters)    1412.87  (feet)  COMP
 GW1328  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GW1328
 GW1328  VERT ORDER  -  FIRST     CLASS II
 GW1328
 GW1328.The horizontal coordinates were scaled from a topographic map and have
 GW1328.an estimated accuracy of +/- 6 seconds.
 GW1328
 GW1328.The orthometric height was determined by differential leveling
 GW1328.and adjusted by the National Geodetic Survey in June 1991..
 GW1328
 GW1328.The geoid height was determined by GEOID03.
 GW1328
 GW1328.The dynamic height is computed by dividing the NAVD 88
 GW1328.geopotential number by the normal gravity value computed on the
 GW1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1328.degrees latitude (g = 980.6199 gals.).
 GW1328
 GW1328.The modeled gravity was interpolated from observed gravity values.
 GW1328
 GW1328;                    North         East    Units  Estimated Accuracy
 GW1328;SPC VA S     - 1,120,960.    3,378,240.      MT  (+/- 180 meters Scaled)
 GW1328
 GW1328                          SUPERSEDED SURVEY CONTROL
 GW1328
 GW1328  NGVD 29 (??/??/92)  431.195  (m)         1414.68   (f) ADJ UNCH    1 2
 GW1328
 GW1328.Superseded values are not recommended for survey control.
 GW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1328.See file dsdata.txt to determine how the superseded data were derived.
 GW1328
 GW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB995415(NAD 83)
 GW1328_MARKER: DD = SURVEY DISK
 GW1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1328_SP_SET: BRIDGE
 GW1328_STAMPING: ELEV 1414.341 FT 1905
 GW1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1328
 GW1328  HISTORY     - Date     Condition        Report By
 GW1328  HISTORY     - 1905     MONUMENTED       USGS
 GW1328  HISTORY     - 1959     GOOD             NGS
 GW1328  HISTORY     - 1966     GOOD             NGS
 GW1328
 GW1328                          STATION DESCRIPTION
 GW1328
 GW1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1328'AT TROUTVILLE.
 GW1328'AT TROUTVILLE, ALONG THE NORFOLK AND WESTERN RAILWAY, 170 YARDS
 GW1328'NORTHEAST OF THE STATION, 415 YARDS NORTHEAST OF MILEPOST H 228,
 GW1328'6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 130
 GW1328'YARDS NORTHEAST OF THE CROSSING OF THE RAILWAY AND ROAD 615
 GW1328'(MOUNTAIN AVE.) ACROSS THE TRACK FROM THE SOUTH END OF A TWO-STORY
 GW1328'BUILDING WITH TIN SIDING AND HOUSING SOUTH STATES COOP. TROUTVILLE
 GW1328'BRANCH, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 GW1328'HEAD WALL OF A 8-FOOT CONCRETE BRIDGE (THE FIRST ONE NORTH OF THE
 GW1328'STATION), AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 GW1328'AND IN TOP OF THE NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE
 GW1328'BRIDGE.  MARK IS IN CONCRETE INSTEAD OF ROCK, AND THE CONCRETE
 GW1328'PART OF BRIDGE IS DATED 1937.
 GW1328
 GW1328                          STATION RECOVERY (1966)
 GW1328
 GW1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0869 ***********************************************************************
 HW0869  DESIGNATION -  1414
 HW0869  PID         -  HW0869
 HW0869  STATE/COUNTY-  VA/ROCKINGHAM
 HW0869  USGS QUAD   -  BRIDGEWATER (1989)
 HW0869
 HW0869                         *CURRENT SURVEY CONTROL
 HW0869  ___________________________________________________________________
 HW0869* NAD 83(1986)-  38 28 45.     (N)    078 59 51.     (W)     SCALED    
 HW0869* NAVD 88     -       425.049  (meters)    1394.51   (feet)  ADJUSTED  
 HW0869  ___________________________________________________________________
 HW0869  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HW0869  DYNAMIC HT  -         424.739 (meters)    1393.50  (feet)  COMP
 HW0869  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 HW0869
 HW0869  VERT ORDER  -  SECOND    CLASS 0
 HW0869
 HW0869.The horizontal coordinates were scaled from a topographic map and have
 HW0869.an estimated accuracy of +/- 6 seconds.
 HW0869
 HW0869.The orthometric height was determined by differential leveling
 HW0869.and adjusted by the National Geodetic Survey in June 1991..
 HW0869
 HW0869.The geoid height was determined by GEOID03.
 HW0869
 HW0869.The dynamic height is computed by dividing the NAVD 88
 HW0869.geopotential number by the normal gravity value computed on the
 HW0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0869.degrees latitude (g = 980.6199 gals.).
 HW0869
 HW0869.The modeled gravity was interpolated from observed gravity values.
 HW0869
 HW0869;                    North         East    Units  Estimated Accuracy
 HW0869;SPC VA N     - 2,090,300.    3,456,590.      MT  (+/- 180 meters Scaled)
 HW0869
 HW0869                          SUPERSEDED SURVEY CONTROL
 HW0869
 HW0869  NGVD 29 (??/??/92)  425.177  (m)         1394.93   (f) ADJ UNCH    2 0
 HW0869
 HW0869.Superseded values are not recommended for survey control.
 HW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0869.See file dsdata.txt to determine how the superseded data were derived.
 HW0869
 HW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC746608(NAD 83)
 HW0869_MARKER: DD = SURVEY DISK
 HW0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0869_STAMPING: 1414
 HW0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0869+STABILITY: SURFACE MOTION
 HW0869
 HW0869  HISTORY     - Date     Condition        Report By
 HW0869  HISTORY     - UNK      MONUMENTED       USDA
 HW0869  HISTORY     - 1962     GOOD             NGS
 HW0869  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 HW0869
 HW0869                          STATION DESCRIPTION
 HW0869
 HW0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW0869'1.7 MI NW FROM HINTON.
 HW0869'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE INTERSECTION OF
 HW0869'SECONDARY STATE HIGHWAY 752 AT HINTON, ROCKINGHAM COUNTY, AT THE
 HW0869'INTERSECTION OF SECONDARY STATE HIGHWAY 613, AT THE SOUTHWEST
 HW0869'CORNER OF THE INTERSECTION, 28 FEET SOUTHWEST OF THE CENTERLINE
 HW0869'OF U.S. HIGHWAY 33, 4 FEET NORTHWEST OF THE CENTERLINE OF
 HW0869'SECONDARY STATE HIGHWAY 613, AND 2 FEET FROM A FENCE CORNER.  A
 HW0869'UNITED STATES DEPARTMENT OF AGRICULTURE STANDARD DISK, STAMPED
 HW0869'1414 AND SET IN THE TOP OF A CONCRETE POST.
 HW0869
 HW0869                          STATION RECOVERY (1997)
 HW0869
 HW0869'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5711 ***********************************************************************
 GV5711  DESIGNATION -  142 C OF R 1972
 GV5711  PID         -  GV5711
 GV5711  STATE/COUNTY-  VA/C OF RICHMOND
 GV5711  USGS QUAD   -  BON AIR (1994)
 GV5711
 GV5711                         *CURRENT SURVEY CONTROL
 GV5711  ___________________________________________________________________
 GV5711* NAD 83(1993)-  37 31 10.01204(N)    077 30 17.33001(W)     ADJUSTED  
 GV5711* NAVD 88     -        68.77   (+/-2cm)     225.6    (feet)  VERTCON   
 GV5711  ___________________________________________________________________
 GV5711  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 GV5711  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5711
 GV5711  HORZ ORDER  -  SECOND
 GV5711  VERT ORDER  -  THIRD ? (See Below)
 GV5711
 GV5711.The horizontal coordinates were established by classical geodetic methods
 GV5711.and adjusted by the National Geodetic Survey in November 1994..
 GV5711
 GV5711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5711.The vertical order pertains to the NGVD 29 superseded value.
 GV5711
 GV5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5711
 GV5711.The geoid height was determined by GEOID03.
 GV5711
 GV5711;                    North         East     Units Scale Factor Converg.
 GV5711;SPC VA S     - 1,132,093.271 3,587,970.821   MT  0.99994891   +0 36 14.4
 GV5711;SPC VA S     - 3,714,209.34 11,771,534.27   sFT  0.99994891   +0 36 14.4
 GV5711;UTM  18      - 4,155,446.896   278,638.373   MT  1.00020362   -1 31 34.1
 GV5711
 GV5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5711!SPC VA S     -   0.99999438  x   0.99994891  =   0.99994329
 GV5711!UTM  18      -   0.99999438  x   1.00020362  =   1.00019800
 GV5711
 GV5711                          SUPERSEDED SURVEY CONTROL
 GV5711
 GV5711  NAD 83(1986)-  37 31 10.01821(N)    077 30 17.34697(W) AD(       ) 2
 GV5711  NAD 27      -  37 31 09.48866(N)    077 30 18.39954(W) AD(       ) 2
 GV5711  NGVD 29 (07/19/86)   69.08   (m)          226.6    (f) LEVELING    3  
 GV5711
 GV5711.Superseded values are not recommended for survey control.
 GV5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5711.See file dsdata.txt to determine how the superseded data were derived.
 GV5711
 GV5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7863855447(NAD 83)
 GV5711_MARKER: Z = SEE DESCRIPTION
 GV5711_SETTING: 0 = UNSPECIFIED SETTING
 GV5711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5711
 GV5711  HISTORY     - Date     Condition        Report By
 GV5711  HISTORY     - 1972     MONUMENTED       VA2060
 GV5711  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5711  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5711  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5711
 GV5711                          STATION DESCRIPTION
 GV5711
 GV5711'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5711'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5711'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5711'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5711'THENCE SOUTHWEST ON JAHNKE RD. 0.50 MILE TO POINT NO. 142.
 GV5711'
 GV5711'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5711'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5711'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5711'8 INCHES BELOW GROUND.
 GV5711'
 GV5711'24.5 FEET N. OF C/L OF JAHNKE RD., 20.7 FEET W. OF A 20 INCH OAK
 GV5711'TREE, 31.4 FEET S.E. OF 12 INCH OAK TREE, 67.2 FEET S. OF S.W.
 GV5711'CORNER OF A 1-STORY FRAME HOUSE.
 GV5711'
 GV5711'NEAREST TOWN--RICHMOND.
 GV5711
 GV5711                          STATION RECOVERY (1995)
 GV5711
 GV5711'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5711'MARK NOT FOUND.
 GV5711
 GV5711                          STATION RECOVERY (1999)
 GV5711
 GV5711'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5711'MARK NOT FOUND.
 GV5711
 GV5711                          STATION RECOVERY (2004)
 GV5711
 GV5711'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5708 ***********************************************************************
 GV5708  DESIGNATION -  143 C OF R 1972
 GV5708  PID         -  GV5708
 GV5708  STATE/COUNTY-  VA/C OF RICHMOND
 GV5708  USGS QUAD   -  BON AIR (1994)
 GV5708
 GV5708                         *CURRENT SURVEY CONTROL
 GV5708  ___________________________________________________________________
 GV5708* NAD 83(1993)-  37 31 06.34331(N)    077 30 08.14635(W)     ADJUSTED  
 GV5708* NAVD 88     -        66.24   (+/-2cm)     217.3    (feet)  VERTCON   
 GV5708  ___________________________________________________________________
 GV5708  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5708  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5708
 GV5708  HORZ ORDER  -  SECOND
 GV5708  VERT ORDER  -  THIRD ? (See Below)
 GV5708
 GV5708.The horizontal coordinates were established by classical geodetic methods
 GV5708.and adjusted by the National Geodetic Survey in November 1994..
 GV5708
 GV5708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5708.The vertical order pertains to the NGVD 29 superseded value.
 GV5708
 GV5708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5708
 GV5708.The geoid height was determined by GEOID03.
 GV5708
 GV5708;                    North         East     Units Scale Factor Converg.
 GV5708;SPC VA S     - 1,131,982.557 3,588,197.509   MT  0.99994886   +0 36 20.0
 GV5708;SPC VA S     - 3,713,846.11 11,772,277.99   sFT  0.99994886   +0 36 20.0
 GV5708;UTM  18      - 4,155,327.803   278,860.845   MT  1.00020240   -1 31 28.3
 GV5708
 GV5708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5708!SPC VA S     -   0.99999478  x   0.99994886  =   0.99994364
 GV5708!UTM  18      -   0.99999478  x   1.00020240  =   1.00019718
 GV5708
 GV5708                          SUPERSEDED SURVEY CONTROL
 GV5708
 GV5708  NAD 83(1986)-  37 31 06.34950(N)    077 30 08.16329(W) AD(       ) 2
 GV5708  NAD 27      -  37 31 05.82000(N)    077 30 09.21611(W) AD(       ) 2
 GV5708  NGVD 29 (07/19/86)   66.55   (m)          218.3    (f) LEVELING    3  
 GV5708
 GV5708.Superseded values are not recommended for survey control.
 GV5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5708.See file dsdata.txt to determine how the superseded data were derived.
 GV5708
 GV5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7886155328(NAD 83)
 GV5708_MARKER: Z = SEE DESCRIPTION
 GV5708_SETTING: 0 = UNSPECIFIED SETTING
 GV5708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5708
 GV5708  HISTORY     - Date     Condition        Report By
 GV5708  HISTORY     - 1972     MONUMENTED       VA2060
 GV5708  HISTORY     - 19951203 GOOD             USPSQD
 GV5708  HISTORY     - 19991209 GOOD             USPSQD
 GV5708  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5708
 GV5708                          STATION DESCRIPTION
 GV5708
 GV5708'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5708'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5708'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5708'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5708'THENCE SOUTHWEST OF JAHNKE RD. 0.35 MILE TO POINT NO. 143.
 GV5708'
 GV5708'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5708'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5708'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5708'8 INCHES BELOW GROUND.
 GV5708'
 GV5708'46.2 FEET S. OF C/L OF JAHNKE RD., 2.8 FEET S. OF CENTER OF A FIRE
 GV5708'HYDRANT, 1.8 FEET S.W. OF END OF A CHAIN LINK FENCE, 81.2 FEET S.E.
 GV5708'OF C AND P POLE NO. 3918A, VEPCO POLE NO. WN83.
 GV5708'
 GV5708'NEAREST TOWN--RICHMOND.
 GV5708
 GV5708                          STATION RECOVERY (1995)
 GV5708
 GV5708'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5708'RECOVERED IN GOOD CONDITION.
 GV5708
 GV5708                          STATION RECOVERY (1999)
 GV5708
 GV5708'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5708'RECOVERED IN GOOD CONDITION.
 GV5708
 GV5708                          STATION RECOVERY (2004)
 GV5708
 GV5708'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1537 ***********************************************************************
 HW1537  DESIGNATION -  1434
 HW1537  PID         -  HW1537
 HW1537  STATE/COUNTY-  VA/HIGHLAND
 HW1537  USGS QUAD   -  MC DOWELL (1969)
 HW1537
 HW1537                         *CURRENT SURVEY CONTROL
 HW1537  ___________________________________________________________________
 HW1537* NAD 83(1986)-  38 19 30.     (N)    079 26 16.     (W)     SCALED    
 HW1537* NAVD 88     -       614.729  (meters)    2016.82   (feet)  ADJUSTED  
 HW1537  ___________________________________________________________________
 HW1537  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW1537  DYNAMIC HT  -         614.234 (meters)    2015.20  (feet)  COMP
 HW1537  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 HW1537
 HW1537  VERT ORDER  -  SECOND    CLASS 0
 HW1537
 HW1537.The horizontal coordinates were scaled from a topographic map and have
 HW1537.an estimated accuracy of +/- 6 seconds.
 HW1537
 HW1537.The orthometric height was determined by differential leveling
 HW1537.and adjusted by the National Geodetic Survey in June 1991..
 HW1537
 HW1537.The geoid height was determined by GEOID03.
 HW1537
 HW1537.The dynamic height is computed by dividing the NAVD 88
 HW1537.geopotential number by the normal gravity value computed on the
 HW1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1537.degrees latitude (g = 980.6199 gals.).
 HW1537
 HW1537.The modeled gravity was interpolated from observed gravity values.
 HW1537
 HW1537;                    North         East    Units  Estimated Accuracy
 HW1537;SPC VA N     - 2,073,490.    3,418,000.      MT  (+/- 180 meters Scaled)
 HW1537
 HW1537                          SUPERSEDED SURVEY CONTROL
 HW1537
 HW1537  NGVD 29 (??/??/92)  614.808  (m)         2017.08   (f) ADJ UNCH    2 0
 HW1537
 HW1537.Superseded values are not recommended for survey control.
 HW1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1537.See file dsdata.txt to determine how the superseded data were derived.
 HW1537
 HW1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC365430(NAD 83)
 HW1537_MARKER: DD = SURVEY DISK
 HW1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1537_STAMPING: 1434 34
 HW1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1537+STABILITY: SURFACE MOTION
 HW1537
 HW1537  HISTORY     - Date     Condition        Report By
 HW1537  HISTORY     - UNK      MONUMENTED       USFS
 HW1537  HISTORY     - 1935     GOOD             NGS
 HW1537  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW1537
 HW1537                          STATION DESCRIPTION
 HW1537
 HW1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1537'4.3 MI E FROM MC DOWELL.
 HW1537'4.3 MILES EAST ALONG U.S. HIGHWAY 250 FROM THE PRESBYTERIAN
 HW1537'CHURCH AT MC DOWELL, HIGHLAND COUNTY, 400 FEET WEST OF A CONCRETE
 HW1537'BRIDGE OVER COW PASTURE CREEK, AT THE CROSSING OF COUNTY ROAD 614,
 HW1537'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET EAST OF
 HW1537'THE CENTERLINE OF THE ROAD AND 3 FEET SOUTHEAST OF A FENCE
 HW1537'CORNER.  A UNITED STATES FOREST SERVICE STANDARD DISK,
 HW1537'STAMPED 1434 34 AND SET IN THE TOP OF A CONCRETE POST.
 HW1537
 HW1537                          STATION RECOVERY (1966)
 HW1537
 HW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5747 ***********************************************************************
 GV5747  DESIGNATION -  144 C OF R 1972
 GV5747  PID         -  GV5747
 GV5747  STATE/COUNTY-  VA/C OF RICHMOND
 GV5747  USGS QUAD   -  BON AIR (1994)
 GV5747
 GV5747                         *CURRENT SURVEY CONTROL
 GV5747  ___________________________________________________________________
 GV5747* NAD 83(1993)-  37 32 16.40060(N)    077 31 20.65488(W)     ADJUSTED  
 GV5747* NAVD 88     -        63.40   (+/-2cm)     208.0    (feet)  VERTCON   
 GV5747  ___________________________________________________________________
 GV5747  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV5747  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5747
 GV5747  HORZ ORDER  -  SECOND
 GV5747  VERT ORDER  -  THIRD ? (See Below)
 GV5747
 GV5747.The horizontal coordinates were established by classical geodetic methods
 GV5747.and adjusted by the National Geodetic Survey in November 1994..
 GV5747
 GV5747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5747.The vertical order pertains to the NGVD 29 superseded value.
 GV5747
 GV5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5747
 GV5747.The geoid height was determined by GEOID03.
 GV5747
 GV5747;                    North         East     Units Scale Factor Converg.
 GV5747;SPC VA S     - 1,134,123.562 3,586,394.770   MT  0.99994981   +0 35 36.0
 GV5747;SPC VA S     - 3,720,870.39 11,766,363.51   sFT  0.99994981   +0 35 36.0
 GV5747;UTM  18      - 4,157,534.914   277,138.501   MT  1.00021182   -1 32 15.0
 GV5747
 GV5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5747!SPC VA S     -   0.99999521  x   0.99994981  =   0.99994502
 GV5747!UTM  18      -   0.99999521  x   1.00021182  =   1.00020703
 GV5747
 GV5747|---------------------------------------------------------------------|
 GV5747| PID    Reference Object                     Distance      Geod. Az  |
 GV5747|                                                           dddmmss.s |
 GV5747| GV5741 145 C OF R                          242.561 METERS 08741     |
 GV5747| GV5705 SMITH                               APPROX. 0.6 KM 2650850.2 |
 GV5747|---------------------------------------------------------------------|
 GV5747
 GV5747                          SUPERSEDED SURVEY CONTROL
 GV5747
 GV5747  NAD 83(1986)-  37 32 16.40679(N)    077 31 20.67169(W) AD(       ) 2
 GV5747  NAD 27      -  37 32 15.87768(N)    077 31 21.72330(W) AD(       ) 2
 GV5747  NGVD 29 (07/19/86)   63.71   (m)          209.0    (f) LEVELING    3  
 GV5747
 GV5747.Superseded values are not recommended for survey control.
 GV5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5747.See file dsdata.txt to determine how the superseded data were derived.
 GV5747
 GV5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7713957535(NAD 83)
 GV5747_MARKER: Z = SEE DESCRIPTION
 GV5747_SETTING: 0 = UNSPECIFIED SETTING
 GV5747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5747
 GV5747  HISTORY     - Date     Condition        Report By
 GV5747  HISTORY     - 1972     MONUMENTED       VA2060
 GV5747  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5747  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5747  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5747
 GV5747                          STATION DESCRIPTION
 GV5747
 GV5747'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5747'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5747'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5747'AVE., THENCE EAST ON FOREST HILL AVE. 2.25 MILES TO POINT NO. 144.
 GV5747'
 GV5747'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5747'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5747'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5747'8 INCHES BELOW GROUND.
 GV5747'
 GV5747'12.5 FEET S. OF THE E.P. OF FOREST HILL AVE., 55.3 FEET N.E. OF N.E.
 GV5747'CORNER OF 1-STORY VET. HOSPITAL, 66.5 FEET E. OF C AND P POLE NO.
 GV5747'76, VEPCO POLE NO. KM92, 15.6 FEET N. OF A 12 INCH PINE TREE.
 GV5747'
 GV5747'NEAREST TOWN--RICHMOND.
 GV5747
 GV5747                          STATION RECOVERY (1995)
 GV5747
 GV5747'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5747'MARK NOT FOUND.
 GV5747
 GV5747                          STATION RECOVERY (1999)
 GV5747
 GV5747'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5747'MARK NOT FOUND.
 GV5747
 GV5747                          STATION RECOVERY (2004)
 GV5747
 GV5747'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2935 ***********************************************************************
 HV2935  DESIGNATION -  144 USGS
 HV2935  PID         -  HV2935
 HV2935  STATE/COUNTY-  VA/ESSEX
 HV2935  USGS QUAD   -  LORETTO (1978)
 HV2935
 HV2935                         *CURRENT SURVEY CONTROL
 HV2935  ___________________________________________________________________
 HV2935* NAD 83(1986)-  38 05 11.     (N)    077 04 06.     (W)     SCALED    
 HV2935* NAVD 88     -        11.594  (meters)      38.04   (feet)  ADJUSTED  
 HV2935  ___________________________________________________________________
 HV2935  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV2935  DYNAMIC HT  -          11.586 (meters)      38.01  (feet)  COMP
 HV2935  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HV2935  OBS GRAVITY -     979,989.7   (mgal)                       GRAV_OBS
 HV2935
 HV2935  VERT ORDER  -  FIRST     CLASS I
 HV2935
 HV2935.The horizontal coordinates were scaled from a topographic map and have
 HV2935.an estimated accuracy of +/- 6 seconds.
 HV2935
 HV2935.The orthometric height was determined by differential leveling
 HV2935.and adjusted by the National Geodetic Survey in June 1991..
 HV2935
 HV2935.The geoid height was determined by GEOID03.
 HV2935
 HV2935.The dynamic height is computed by dividing the NAVD 88
 HV2935.geopotential number by the normal gravity value computed on the
 HV2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2935.degrees latitude (g = 980.6199 gals.).
 HV2935
 HV2935.The modeled gravity was interpolated from observed gravity values.
 HV2935.The observed gravity was obtained from relative gravimeter ties
 HV2935.to the IGSN71 gravity network.
 HV2935
 HV2935;                    North         East    Units  Estimated Accuracy
 HV2935;SPC VA S     - 1,195,510.    3,625,600.      MT  (+/- 180 meters Scaled)
 HV2935
 HV2935                          SUPERSEDED SURVEY CONTROL
 HV2935
 HV2935  NGVD 29 (??/??/??)   11.845  (m)           38.86   (f) ADJUSTED    1 1
 HV2935
 HV2935.Superseded values are not recommended for survey control.
 HV2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2935.See file dsdata.txt to determine how the superseded data were derived.
 HV2935
 HV2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH186174(NAD 83)
 HV2935_MARKER: DD = SURVEY DISK
 HV2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2935_STAMPING: 39 144 MLS 1967
 HV2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2935+STABILITY: SURFACE MOTION
 HV2935
 HV2935  HISTORY     - Date     Condition        Report By
 HV2935  HISTORY     - 1967     MONUMENTED       USGS
 HV2935  HISTORY     - 1971     GOOD             NGS
 HV2935  HISTORY     - 1978     GOOD             DMA
 HV2935  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 HV2935  HISTORY     - 19990512 MARK NOT FOUND   USPSQD
 HV2935  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV2935
 HV2935                          STATION DESCRIPTION
 HV2935
 HV2935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2935'9.2 MI SE FROM PORT ROYAL.
 HV2935'ABOUT 9.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 HV2935'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, 98 FEET NORTHEAST
 HV2935'OF THE CENTER LINE OF THE HIGHWAY, 171 FEET SOUTHEAST OF THE
 HV2935'SOUTHEAST CORNER OF THE VAUTERS CHURCH (BUILT IN 1719), 165 FEET
 HV2935'SOUTH OF THE SOUTHEAST CORNER OF AN EPISCOPAL CHURCH, 24 FEET
 HV2935'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHEAST,
 HV2935'2.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE PILLAR,
 HV2935'171 FEET SOUTHEAST OF BENCH MARK M 460 DESCRIBED, AND SET IN THE
 HV2935'TOP OF A CONCRETE POST.
 HV2935
 HV2935                          STATION RECOVERY (1978)
 HV2935
 HV2935'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2935'RECOVERED IN GOOD CONDITION.
 HV2935
 HV2935                          STATION RECOVERY (1995)
 HV2935
 HV2935'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2935'MARK NOT FOUND.
 HV2935
 HV2935                          STATION RECOVERY (1999)
 HV2935
 HV2935'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2935'MARK NOT FOUND.
 HV2935
 HV2935                          STATION RECOVERY (2004)
 HV2935
 HV2935'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV2935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0884 ***********************************************************************
 HW0884  DESIGNATION -  1449.2
 HW0884  PID         -  HW0884
 HW0884  STATE/COUNTY-  VA/ROCKINGHAM
 HW0884  USGS QUAD   -  ELKTON WEST (1987)
 HW0884
 HW0884                         *CURRENT SURVEY CONTROL
 HW0884  ___________________________________________________________________
 HW0884* NAD 83(1986)-  38 24 03.     (N)    078 43 57.     (W)     SCALED    
 HW0884* NAVD 88     -       441.565  (meters)    1448.70   (feet)  ADJUSTED  
 HW0884  ___________________________________________________________________
 HW0884  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0884  DYNAMIC HT  -         441.247 (meters)    1447.66  (feet)  COMP
 HW0884  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 HW0884
 HW0884  VERT ORDER  -  SECOND    CLASS 0
 HW0884
 HW0884.The horizontal coordinates were scaled from a topographic map and have
 HW0884.an estimated accuracy of +/- 6 seconds.
 HW0884
 HW0884.The orthometric height was determined by differential leveling
 HW0884.and adjusted by the National Geodetic Survey in June 1991..
 HW0884
 HW0884.The geoid height was determined by GEOID03.
 HW0884
 HW0884.The dynamic height is computed by dividing the NAVD 88
 HW0884.geopotential number by the normal gravity value computed on the
 HW0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0884.degrees latitude (g = 980.6199 gals.).
 HW0884
 HW0884.The modeled gravity was interpolated from observed gravity values.
 HW0884
 HW0884;                    North         East    Units  Estimated Accuracy
 HW0884;SPC VA N     - 2,081,520.    3,479,690.      MT  (+/- 180 meters Scaled)
 HW0884
 HW0884                          SUPERSEDED SURVEY CONTROL
 HW0884
 HW0884  NGVD 29 (??/??/92)  441.714  (m)         1449.19   (f) ADJ UNCH    2 0
 HW0884
 HW0884.Superseded values are not recommended for survey control.
 HW0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0884.See file dsdata.txt to determine how the superseded data were derived.
 HW0884
 HW0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC980527(NAD 83)
 HW0884_MARKER: N = NAIL
 HW0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0884_SP_SET: TREE
 HW0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0884
 HW0884  HISTORY     - Date     Condition        Report By
 HW0884  HISTORY     - UNK      MONUMENTED       USGS
 HW0884  HISTORY     - 1935     GOOD             NGS
 HW0884
 HW0884                          STATION DESCRIPTION
 HW0884
 HW0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0884'0.8 MI SW FROM HOPKINS SPRINGS.
 HW0884'0.8 MILE SOUTHWEST ALONG COUNTY ROAD 647 FROM HOPKINS SPRINGS,
 HW0884'ROCKINGHAM COUNTY, 30 FEET NORTH OF THE BOUNDARY OF A SMALL
 HW0884'TRACT OF TIMBER, 15 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HW0884'AND IN THE DEAD PORTION OF A 20-INCH OAK TREE.  A UNITED STATES
 HW0884'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5741 ***********************************************************************
 GV5741  DESIGNATION -  145 C OF R
 GV5741  PID         -  GV5741
 GV5741  STATE/COUNTY-  VA/C OF RICHMOND
 GV5741  USGS QUAD   -  BON AIR (1994)
 GV5741
 GV5741                         *CURRENT SURVEY CONTROL
 GV5741  ___________________________________________________________________
 GV5741* NAD 83(1993)-  37 32 16.71875(N)    077 31 10.78275(W)     ADJUSTED  
 GV5741* NAVD 88     -        57.88   (+/-2cm)     189.9    (feet)  VERTCON   
 GV5741  ___________________________________________________________________
 GV5741  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV5741  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5741
 GV5741  HORZ ORDER  -  SECOND
 GV5741  VERT ORDER  -  THIRD ? (See Below)
 GV5741
 GV5741.The horizontal coordinates were established by classical geodetic methods
 GV5741.and adjusted by the National Geodetic Survey in November 1994..
 GV5741
 GV5741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5741.The vertical order pertains to the NGVD 29 superseded value.
 GV5741
 GV5741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5741
 GV5741.The geoid height was determined by GEOID03.
 GV5741
 GV5741;                    North         East     Units Scale Factor Converg.
 GV5741;SPC VA S     - 1,134,135.883 3,586,637.006   MT  0.99994981   +0 35 42.0
 GV5741;SPC VA S     - 3,720,910.81 11,767,158.24   sFT  0.99994981   +0 35 42.0
 GV5741;UTM  18      - 4,157,538.220   277,381.090   MT  1.00021049   -1 32 09.0
 GV5741
 GV5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5741!SPC VA S     -   0.99999608  x   0.99994981  =   0.99994589
 GV5741!UTM  18      -   0.99999608  x   1.00021049  =   1.00020657
 GV5741
 GV5741|---------------------------------------------------------------------|
 GV5741| PID    Reference Object                     Distance      Geod. Az  |
 GV5741|                                                           dddmmss.s |
 GV5741| GV5738 160 C OF R 1972                     242.400 METERS 02056     |
 GV5741| GV5727 146 C OF R 1972                     APPROX. 0.7 KM 1104350.5 |
 GV5741| GV5747 144 C OF R 1972                     242.561 METERS 26741     |
 GV5741|---------------------------------------------------------------------|
 GV5741
 GV5741                          SUPERSEDED SURVEY CONTROL
 GV5741
 GV5741  NAD 83(1986)-  37 32 16.72494(N)    077 31 10.79951(W) AD(       ) 2
 GV5741  NAD 27      -  37 32 16.19595(N)    077 31 11.85150(W) AD(       ) 2
 GV5741  NGVD 29 (07/19/86)   58.19   (m)          190.9    (f) LEVELING    3  
 GV5741
 GV5741.Superseded values are not recommended for survey control.
 GV5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5741.See file dsdata.txt to determine how the superseded data were derived.
 GV5741
 GV5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7738157538(NAD 83)
 GV5741_MARKER: B = BOLT
 GV5741_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV5741_SP_SET: SURROUNDED BY MASS OF CONCRETE
 GV5741_MARK LOGO: VA2060
 GV5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5741+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 GV5741
 GV5741  HISTORY     - Date     Condition        Report By
 GV5741  HISTORY     - 1972     MONUMENTED       VA2060
 GV5741  HISTORY     - 1972     GOOD             VA2060
 GV5741  HISTORY     - 19900301 GOOD             NOS
 GV5741  HISTORY     - 19951118 GOOD             USPSQD
 GV5741  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5741  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5741
 GV5741                          STATION DESCRIPTION
 GV5741
 GV5741'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5741'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5741'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5741'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO POINT NO. 145.
 GV5741'
 GV5741'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5741'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5741'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5741'8 INCHES BELOW GROUND.
 GV5741'
 GV5741'31.6 FEET S.W. C/L OF FOREST HILL AVE., 4.8 FEET N.E. OF VEPCO POLE
 GV5741'NO. MM82 (CONCRETE POLE), 28.7 FEET E. OF N.E. CORNER OF BRICK
 GV5741'BUILDING, 57.2 FEET S.E. OF FIRE HYDRANT, 11.5 FEET S. OF SEWER
 GV5741'MANHOLE.
 GV5741'
 GV5741'NEAREST TOWN--RICHMOND.
 GV5741
 GV5741                          STATION RECOVERY (1972)
 GV5741
 GV5741'RECOVERY NOTE BY CITY OF RICHMOND VIRGINIA 1972
 GV5741'RECOVERED IN GOOD CONDITION.
 GV5741
 GV5741                          STATION RECOVERY (1990)
 GV5741
 GV5741'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 GV5741'THE STATION IS LOCATED IN THE CITY OF RICHMOND NEAR THE COMMUNITY OF
 GV5741'BON AIR, SW OF FOREST HILL AVENUE 2.4 MILES EAST OF THE INTERSECTION
 GV5741'OF BUFORD ROAD AND FOREST HILL AVENUE.
 GV5741'TO REACH THE STATION FROM THE BON AIR BRANCH OF THE POST OFFICE ON
 GV5741'BUFORD ROAD PROCEED NORTH ON BUFORD ROAD FOR 0.05 MILE TO FOREST HILL
 GV5741'AVENUE.  TURN RIGHT AND PROCEED EAST ON FOREST HILL AVENUE 2.40 MILES
 GV5741'TO THE STATION ON THE RIGHT-HAND SIDE OF THE ROAD.
 GV5741'THE STATION IS A STANDARD HORIZONTAL CONTROL CITY OF RICHMOND
 GV5741'MONUMENT, SET IN AND 8-INCH PRE-CAST CONCRETE MONUMENT WITH A BRONZE
 GV5741'PLUG IN CENTER AND IS APPROXIMATELY 8 INCHES BELOW GROUND.  IT IS 31.6
 GV5741'FEET SW OF THE CENTERLINE OF FOREST HILL AVENUE, 4.8 FEET NE OF POWER
 GV5741'POLE NO. MM82 (CONCRETE POLE), 28.7 FEET EAST OF THE NE CORNER OF A
 GV5741'BRICK BUILDING, 57.2 FEET SE OF A FIRE HYDRANT AND 11.5 FEET SOUTH OF
 GV5741'A SEWER MANHOLE.  THERE IS NO STAMPING ON THE MONUMENT.
 GV5741
 GV5741                          STATION RECOVERY (1995)
 GV5741
 GV5741'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5741'RECOVERED IN GOOD CONDITION.
 GV5741
 GV5741                          STATION RECOVERY (1999)
 GV5741
 GV5741'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5741'MARK NOT FOUND.
 GV5741
 GV5741                          STATION RECOVERY (2004)
 GV5741
 GV5741'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0930 ***********************************************************************
 GV0930  DESIGNATION -  145 USGS
 GV0930  PID         -  GV0930
 GV0930  STATE/COUNTY-  VA/ESSEX
 GV0930  USGS QUAD   -  MOUNT LANDING (1985)
 GV0930
 GV0930                         *CURRENT SURVEY CONTROL
 GV0930  ___________________________________________________________________
 GV0930* NAD 83(1986)-  37 58 56.     (N)    076 57 43.     (W)     SCALED    
 GV0930* NAVD 88     -        43.798  (meters)     143.69   (feet)  ADJUSTED  
 GV0930  ___________________________________________________________________
 GV0930  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GV0930  DYNAMIC HT  -          43.770 (meters)     143.60  (feet)  COMP
 GV0930  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 GV0930
 GV0930  VERT ORDER  -  FIRST     CLASS I
 GV0930
 GV0930.The horizontal coordinates were scaled from a topographic map and have
 GV0930.an estimated accuracy of +/- 6 seconds.
 GV0930
 GV0930.The orthometric height was determined by differential leveling
 GV0930.and adjusted by the National Geodetic Survey in June 1991..
 GV0930.WARNING-Repeat measurements at this control monument indicate possible
 GV0930.vertical movement.
 GV0930
 GV0930.The geoid height was determined by GEOID03.
 GV0930
 GV0930.The dynamic height is computed by dividing the NAVD 88
 GV0930.geopotential number by the normal gravity value computed on the
 GV0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0930.degrees latitude (g = 980.6199 gals.).
 GV0930
 GV0930.The modeled gravity was interpolated from observed gravity values.
 GV0930
 GV0930;                    North         East    Units  Estimated Accuracy
 GV0930;SPC VA S     - 1,184,090.    3,635,120.      MT  (+/- 180 meters Scaled)
 GV0930
 GV0930                          SUPERSEDED SURVEY CONTROL
 GV0930
 GV0930  NGVD 29 (??/??/??)   44.047  (m)          144.51   (f) ADJUSTED    1 1
 GV0930
 GV0930.Superseded values are not recommended for survey control.
 GV0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0930.See file dsdata.txt to determine how the superseded data were derived.
 GV0930
 GV0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH276056(NAD 83)
 GV0930_MARKER: P = PIPE CAP
 GV0930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0930_STAMPING: VA 1917 145
 GV0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0930+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0930
 GV0930  HISTORY     - Date     Condition        Report By
 GV0930  HISTORY     - 1917     MONUMENTED       USGS
 GV0930  HISTORY     - 1971     GOOD             NGS
 GV0930  HISTORY     - 1978     POOR             DMA
 GV0930  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 GV0930  HISTORY     - 19990403 GOOD             USPSQD
 GV0930  HISTORY     - 20040313 GOOD             USPSQD
 GV0930
 GV0930                          STATION DESCRIPTION
 GV0930
 GV0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0930'7 MI NW FROM TAPPAHANNOCK.
 GV0930'ABOUT 6.95 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0930'OF U.S. HIGHWAY 360 AT TAPAHANNOCK, AT CARET, AT THE JUNCTION OF
 GV0930'U.S. HIGHWAY 17 AND STATE HIGHWAY 624, 30.3 FEET NORTHWEST OF THE
 GV0930'NORTHWEST CORNER OF A 1-STORY FRAME STORE BUILDING, 65 FEET
 GV0930'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO-STORY FRAME BUILDING,
 GV0930'19 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE MEDIAN, 71
 GV0930'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 GV0930'HIGHWAY, ABOUT LEVEL WITH STATE HIGHWAY 624.  NOTE-- MARK IS SOLID
 GV0930'IN THE GROUND BUT IS SUBJECT TO BE DRIVEN OVER BY VEHICLE
 GV0930'TRAFFIC.
 GV0930
 GV0930                          STATION RECOVERY (1978)
 GV0930
 GV0930'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0930'MARK IS BESIDE OF ROAD HAS BEEN RUN OVER AND DAMAGED, ONLY PARTIALLY
 GV0930'READABLE.
 GV0930
 GV0930                          STATION RECOVERY (1995)
 GV0930
 GV0930'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0930'MARK NOT FOUND.
 GV0930
 GV0930                          STATION RECOVERY (1999)
 GV0930
 GV0930'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0930'RECOVERED IN GOOD CONDITION.
 GV0930
 GV0930                          STATION RECOVERY (2004)
 GV0930
 GV0930'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1460 ***********************************************************************
 FY1460  DESIGNATION -  146
 FY1460  PID         -  FY1460
 FY1460  STATE/COUNTY-  VA/FRANKLIN
 FY1460  USGS QUAD   -  GLADEHILL (1985)
 FY1460
 FY1460                         *CURRENT SURVEY CONTROL
 FY1460  ___________________________________________________________________
 FY1460* NAD 83(1986)-  36 55 32.     (N)    079 51 58.     (W)     SCALED    
 FY1460* NAVD 88     -       352.999  (meters)    1158.13   (feet)  ADJUSTED  
 FY1460  ___________________________________________________________________
 FY1460  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 FY1460  DYNAMIC HT  -         352.704 (meters)    1157.16  (feet)  COMP
 FY1460  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 FY1460
 FY1460  VERT ORDER  -  FIRST     CLASS II
 FY1460
 FY1460.The horizontal coordinates were scaled from a topographic map and have
 FY1460.an estimated accuracy of +/- 6 seconds.
 FY1460
 FY1460.The orthometric height was determined by differential leveling
 FY1460.and adjusted by the National Geodetic Survey in June 1991..
 FY1460
 FY1460.The geoid height was determined by GEOID03.
 FY1460
 FY1460.The dynamic height is computed by dividing the NAVD 88
 FY1460.geopotential number by the normal gravity value computed on the
 FY1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1460.degrees latitude (g = 980.6199 gals.).
 FY1460
 FY1460.The modeled gravity was interpolated from observed gravity values.
 FY1460
 FY1460;                    North         East    Units  Estimated Accuracy
 FY1460;SPC VA S     - 1,066,600.    3,378,290.      MT  (+/- 180 meters Scaled)
 FY1460
 FY1460                          SUPERSEDED SURVEY CONTROL
 FY1460
 FY1460  NGVD 29 (??/??/92)  353.190  (m)         1158.76   (f) ADJ UNCH    1 2
 FY1460
 FY1460.Superseded values are not recommended for survey control.
 FY1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1460.See file dsdata.txt to determine how the superseded data were derived.
 FY1460
 FY1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA009872(NAD 83)
 FY1460_MARKER: DD = SURVEY DISK
 FY1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1460_STAMPING: 146 JAS 1159 1963
 FY1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1460+STABILITY: SURFACE MOTION
 FY1460
 FY1460  HISTORY     - Date     Condition        Report By
 FY1460  HISTORY     - 1963     MONUMENTED       USGS
 FY1460  HISTORY     - 1964     GOOD             NGS
 FY1460
 FY1460                          STATION DESCRIPTION
 FY1460
 FY1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1460'2.2 MI N FROM SYDNORSVILLE.
 FY1460'2.25 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 FY1460'IN SYDNORSVILLE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY1460'PROJECTING 2 INCHES, 38 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY,
 FY1460'37 FEET SOUTHEAST OF APPROXIMATE CENTER OF A DIRT ROAD, 2.7 FEET
 FY1460'WEST OF A TELEPHONE POLE, 0.6 FOOT EAST OF A METAL WITNESS
 FY1460'SIGN AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5727 ***********************************************************************
 GV5727  DESIGNATION -  146 C OF R 1972
 GV5727  PID         -  GV5727
 GV5727  STATE/COUNTY-  VA/C OF RICHMOND
 GV5727  USGS QUAD   -  BON AIR (1994)
 GV5727
 GV5727                         *CURRENT SURVEY CONTROL
 GV5727  ___________________________________________________________________
 GV5727* NAD 83(1993)-  37 32 08.62408(N)    077 30 43.92840(W)     ADJUSTED  
 GV5727* NAVD 88     -        49.28   (+/-2cm)     161.7    (feet)  VERTCON   
 GV5727  ___________________________________________________________________
 GV5727  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5727  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5727
 GV5727  HORZ ORDER  -  SECOND
 GV5727  VERT ORDER  -  THIRD ? (See Below)
 GV5727
 GV5727.The horizontal coordinates were established by classical geodetic methods
 GV5727.and adjusted by the National Geodetic Survey in November 1994..
 GV5727
 GV5727.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5727.The vertical order pertains to the NGVD 29 superseded value.
 GV5727
 GV5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5727
 GV5727.The geoid height was determined by GEOID03.
 GV5727
 GV5727;                    North         East     Units Scale Factor Converg.
 GV5727;SPC VA S     - 1,133,893.223 3,587,298.827   MT  0.99994970   +0 35 58.3
 GV5727;SPC VA S     - 3,720,114.68 11,769,329.57   sFT  0.99994970   +0 35 58.3
 GV5727;UTM  18      - 4,157,271.052   278,033.601   MT  1.00020692   -1 31 52.3
 GV5727
 GV5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5727!SPC VA S     -   0.99999743  x   0.99994970  =   0.99994713
 GV5727!UTM  18      -   0.99999743  x   1.00020692  =   1.00020435
 GV5727
 GV5727|---------------------------------------------------------------------|
 GV5727| PID    Reference Object                     Distance      Geod. Az  |
 GV5727|                                                           dddmmss.s |
 GV5727| GV5718 147 C OF R 1972                     228.041 METERS 10002     |
 GV5727| GV5741 145 C OF R                          APPROX. 0.7 KM 2904406.8 |
 GV5727|---------------------------------------------------------------------|
 GV5727
 GV5727                          SUPERSEDED SURVEY CONTROL
 GV5727
 GV5727  NAD 83(1986)-  37 32 08.63026(N)    077 30 43.94520(W) AD(       ) 2
 GV5727  NAD 27      -  37 32 08.10146(N)    077 30 44.99787(W) AD(       ) 2
 GV5727  NGVD 29 (07/19/86)   49.59   (m)          162.7    (f) LEVELING    3  
 GV5727
 GV5727.Superseded values are not recommended for survey control.
 GV5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5727.See file dsdata.txt to determine how the superseded data were derived.
 GV5727
 GV5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7803457271(NAD 83)
 GV5727_MARKER: Z = SEE DESCRIPTION
 GV5727_SETTING: 0 = UNSPECIFIED SETTING
 GV5727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5727+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5727
 GV5727  HISTORY     - Date     Condition        Report By
 GV5727  HISTORY     - 1972     MONUMENTED       VA2060
 GV5727  HISTORY     - 19951118 GOOD             USPSQD
 GV5727  HISTORY     - 19991209 GOOD             USPSQD
 GV5727  HISTORY     - 20040302 GOOD             USPSQD
 GV5727  HISTORY     - 20051205 GOOD             USPSQD
 GV5727
 GV5727                          STATION DESCRIPTION
 GV5727
 GV5727'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5727'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5727'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5727'AVE., THENCE EAST ON FOREST HILL AVE. 2.85 MILES TO POINT NO. 146.
 GV5727'
 GV5727'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5727'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5727'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5727'ABOUT 8 INCHES BELOW GROUND.
 GV5727'
 GV5727'50.8 FEET N. OF THE N.W. CORNER OF A 1-STORY BRICK HOUSE, 39.3 FEET
 GV5727'S.W. OF C/L OF FOREST HILL AVE., 35.4 FEET S.E. OF C/L OF RETTIG
 GV5727'RD., 24.3 FEET N.E. OF AN 18 INCH OAK TREE.
 GV5727'
 GV5727'NEAREST TOWN--RICHMOND.
 GV5727
 GV5727                          STATION RECOVERY (1995)
 GV5727
 GV5727'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5727'RECOVERED IN GOOD CONDITION.
 GV5727
 GV5727                          STATION RECOVERY (1999)
 GV5727
 GV5727'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5727'RECOVERED IN GOOD CONDITION.
 GV5727
 GV5727                          STATION RECOVERY (2004)
 GV5727
 GV5727'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5727'RECOVERED IN GOOD CONDITION.
 GV5727
 GV5727                          STATION RECOVERY (2005)
 GV5727
 GV5727'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2931 ***********************************************************************
 HV2931  DESIGNATION -  146 USGS
 HV2931  PID         -  HV2931
 HV2931  STATE/COUNTY-  VA/ESSEX
 HV2931  USGS QUAD   -  LORETTO (1978)
 HV2931
 HV2931                         *CURRENT SURVEY CONTROL
 HV2931  ___________________________________________________________________
 HV2931* NAD 83(1986)-  38 06 26.     (N)    077 05 49.     (W)     SCALED    
 HV2931* NAVD 88     -        10.119  (meters)      33.20   (feet)  ADJUSTED  
 HV2931  ___________________________________________________________________
 HV2931  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HV2931  DYNAMIC HT  -          10.112 (meters)      33.18  (feet)  COMP
 HV2931  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 HV2931  OBS GRAVITY -     979,991.3   (mgal)                       GRAV_OBS
 HV2931
 HV2931  VERT ORDER  -  FIRST     CLASS I
 HV2931
 HV2931.The horizontal coordinates were scaled from a topographic map and have
 HV2931.an estimated accuracy of +/- 6 seconds.
 HV2931
 HV2931.The orthometric height was determined by differential leveling
 HV2931.and adjusted by the National Geodetic Survey in June 1991..
 HV2931
 HV2931.The geoid height was determined by GEOID03.
 HV2931
 HV2931.The dynamic height is computed by dividing the NAVD 88
 HV2931.geopotential number by the normal gravity value computed on the
 HV2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2931.degrees latitude (g = 980.6199 gals.).
 HV2931
 HV2931.The modeled gravity was interpolated from observed gravity values.
 HV2931.The observed gravity was obtained from relative gravimeter ties
 HV2931.to the IGSN71 gravity network.
 HV2931
 HV2931;                    North         East    Units  Estimated Accuracy
 HV2931;SPC VA S     - 1,197,780.    3,623,050.      MT  (+/- 180 meters Scaled)
 HV2931
 HV2931                          SUPERSEDED SURVEY CONTROL
 HV2931
 HV2931  NGVD 29 (??/??/??)   10.370  (m)           34.02   (f) ADJUSTED    1 1
 HV2931
 HV2931.Superseded values are not recommended for survey control.
 HV2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2931.See file dsdata.txt to determine how the superseded data were derived.
 HV2931
 HV2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH161197(NAD 83)
 HV2931_MARKER: DD = SURVEY DISK
 HV2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2931_STAMPING: 146 34 MLS 1967
 HV2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2931+STABILITY: SURFACE MOTION
 HV2931
 HV2931  HISTORY     - Date     Condition        Report By
 HV2931  HISTORY     - 1967     MONUMENTED       USGS
 HV2931  HISTORY     - 1971     GOOD             NGS
 HV2931  HISTORY     - 1978     GOOD             DMA
 HV2931  HISTORY     - 19950409 MARK NOT FOUND   USPSQD
 HV2931  HISTORY     - 19990512 MARK NOT FOUND   USPSQD
 HV2931  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV2931
 HV2931                          STATION DESCRIPTION
 HV2931
 HV2931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2931'7.1 MI SE FROM PORT ROYAL.
 HV2931'ABOUT 7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 HV2931'OF U.S. HIGHWAY 301 AT PORT ROYAL, 41 FEET SOUTHWEST OF THE
 HV2931'CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHEAST OF A METAL WITNESS
 HV2931'POST, SET IN THE TOP OF A CONCRETE POST, AT THE SOUTHEAST END OF
 HV2931'A CURVE IN THE HIGHWAY, IN LINE WITH A FENCE.
 HV2931
 HV2931                          STATION RECOVERY (1978)
 HV2931
 HV2931'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2931'RECOVERED IN GOOD CONDITION.
 HV2931
 HV2931                          STATION RECOVERY (1995)
 HV2931
 HV2931'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2931'MARK NOT FOUND.
 HV2931
 HV2931                          STATION RECOVERY (1999)
 HV2931
 HV2931'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2931'MARK NOT FOUND.
 HV2931
 HV2931                          STATION RECOVERY (2004)
 HV2931
 HV2931'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV2931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1455 ***********************************************************************
 FY1455  DESIGNATION -  147
 FY1455  PID         -  FY1455
 FY1455  STATE/COUNTY-  VA/FRANKLIN
 FY1455  USGS QUAD   -  ROCKY MOUNT (1985)
 FY1455
 FY1455                         *CURRENT SURVEY CONTROL
 FY1455  ___________________________________________________________________
 FY1455* NAD 83(1986)-  36 56 32.     (N)    079 52 35.     (W)     SCALED    
 FY1455* NAVD 88     -       363.614  (meters)    1192.96   (feet)  ADJUSTED  
 FY1455  ___________________________________________________________________
 FY1455  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 FY1455  DYNAMIC HT  -         363.308 (meters)    1191.95  (feet)  COMP
 FY1455  MODELED GRAV-     979,780.4   (mgal)                       NAVD 88
 FY1455
 FY1455  VERT ORDER  -  FIRST     CLASS II
 FY1455
 FY1455.The horizontal coordinates were scaled from a topographic map and have
 FY1455.an estimated accuracy of +/- 6 seconds.
 FY1455
 FY1455.The orthometric height was determined by differential leveling
 FY1455.and adjusted by the National Geodetic Survey in June 1991..
 FY1455
 FY1455.The geoid height was determined by GEOID03.
 FY1455
 FY1455.The dynamic height is computed by dividing the NAVD 88
 FY1455.geopotential number by the normal gravity value computed on the
 FY1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1455.degrees latitude (g = 980.6199 gals.).
 FY1455
 FY1455.The modeled gravity was interpolated from observed gravity values.
 FY1455
 FY1455;                    North         East    Units  Estimated Accuracy
 FY1455;SPC VA S     - 1,068,470.    3,377,400.      MT  (+/- 180 meters Scaled)
 FY1455
 FY1455                          SUPERSEDED SURVEY CONTROL
 FY1455
 FY1455  NGVD 29 (??/??/92)  363.802  (m)         1193.57   (f) ADJ UNCH    1 2
 FY1455
 FY1455.Superseded values are not recommended for survey control.
 FY1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1455.See file dsdata.txt to determine how the superseded data were derived.
 FY1455
 FY1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA000890(NAD 83)
 FY1455_MARKER: DD = SURVEY DISK
 FY1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1455_STAMPING: 147 JAS 1193 1963
 FY1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1455+STABILITY: SURFACE MOTION
 FY1455
 FY1455  HISTORY     - Date     Condition        Report By
 FY1455  HISTORY     - 1963     MONUMENTED       USGS
 FY1455  HISTORY     - 1964     GOOD             NGS
 FY1455  HISTORY     - 1967     GOOD             NGS
 FY1455
 FY1455                          STATION DESCRIPTION
 FY1455
 FY1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1455'4.3 MI S FROM ROCKY MOUNT.
 FY1455'4.3 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 FY1455'AT ROCKY MOUNT TO THE MARK SET IN THE TOP OF A CONCRETE POST,
 FY1455'FLUSH, AT THE JUNCTION OF U.S. HIGHWAY 220 AND COUNTY ROAD
 FY1455'755, 109 FEET NORTHWEST OF APPROXIMATE CENTER OF COUNTY ROAD
 FY1455'755, 39.3 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 2.9 FEET
 FY1455'SOUTHWEST OF A TELEPHONE POLE, 0.3 FOOT SOUTHEAST OF A METAL
 FY1455'WITNESS SIGN AND IS ABOUT 1.0 FEET ABOVE THE LEVEL OF THE
 FY1455'HIGHWAY.  NOTE-- MARK IS ABOUT 3.65 MILES NORTH OF SYDNORSVILLE.
 FY1455
 FY1455                          STATION RECOVERY (1967)
 FY1455
 FY1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5718 ***********************************************************************
 GV5718  DESIGNATION -  147 C OF R 1972
 GV5718  PID         -  GV5718
 GV5718  STATE/COUNTY-  VA/C OF RICHMOND
 GV5718  USGS QUAD   -  BON AIR (1994)
 GV5718
 GV5718                         *CURRENT SURVEY CONTROL
 GV5718  ___________________________________________________________________
 GV5718* NAD 83(1993)-  37 32 07.33430(N)    077 30 34.78224(W)     ADJUSTED  
 GV5718* NAVD 88     -        47.38   (+/-2cm)     155.4    (feet)  VERTCON   
 GV5718  ___________________________________________________________________
 GV5718  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GV5718  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5718
 GV5718  HORZ ORDER  -  SECOND
 GV5718  VERT ORDER  -  THIRD ? (See Below)
 GV5718
 GV5718.The horizontal coordinates were established by classical geodetic methods
 GV5718.and adjusted by the National Geodetic Survey in November 1994..
 GV5718
 GV5718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5718.The vertical order pertains to the NGVD 29 superseded value.
 GV5718
 GV5718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5718
 GV5718.The geoid height was determined by GEOID03.
 GV5718
 GV5718;                    North         East     Units Scale Factor Converg.
 GV5718;SPC VA S     - 1,133,855.816 3,587,523.767   MT  0.99994968   +0 36 03.8
 GV5718;SPC VA S     - 3,719,991.96 11,770,067.56   sFT  0.99994968   +0 36 03.8
 GV5718;UTM  18      - 4,157,225.296   278,257.052   MT  1.00020569   -1 31 46.7
 GV5718
 GV5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5718!SPC VA S     -   0.99999773  x   0.99994968  =   0.99994741
 GV5718!UTM  18      -   0.99999773  x   1.00020569  =   1.00020342
 GV5718
 GV5718                          SUPERSEDED SURVEY CONTROL
 GV5718
 GV5718  NAD 83(1986)-  37 32 07.34048(N)    077 30 34.79902(W) AD(       ) 2
 GV5718  NAD 27      -  37 32 06.81176(N)    077 30 35.85198(W) AD(       ) 2
 GV5718  NGVD 29 (07/19/86)   47.69   (m)          156.5    (f) LEVELING    3  
 GV5718
 GV5718.Superseded values are not recommended for survey control.
 GV5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5718.See file dsdata.txt to determine how the superseded data were derived.
 GV5718
 GV5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7825757225(NAD 83)
 GV5718_MARKER: Z = SEE DESCRIPTION
 GV5718_SETTING: 0 = UNSPECIFIED SETTING
 GV5718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5718+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5718
 GV5718  HISTORY     - Date     Condition        Report By
 GV5718  HISTORY     - 1972     MONUMENTED       VA2060
 GV5718  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5718  HISTORY     - 19991209 GOOD             USPSQD
 GV5718  HISTORY     - 20040302 GOOD             USPSQD
 GV5718
 GV5718                          STATION DESCRIPTION
 GV5718
 GV5718'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5718'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5718'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5718'AVE., THENCE EAST ON FOREST HILL AVE. 2.95 MILES TO POINT NO. 147.
 GV5718'
 GV5718'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5718'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5718'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5718'8 INCHES BELOW GROUND.
 GV5718'
 GV5718'18.1 FEET N. OF E.P. OF FOREST HILL AVE., 44.4 FEET S.E. OF CENTER OF
 GV5718'A VEPCO MANHOLE COVER, 52.2 FEET E. OF A 36 INCH OAK TREE, 71.9 FEET
 GV5718'S.E. OF A 30 INCH PINE TREE.
 GV5718'
 GV5718'NEAREST TOWN--RICHMOND.
 GV5718
 GV5718                          STATION RECOVERY (1995)
 GV5718
 GV5718'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5718'MARK NOT FOUND.
 GV5718
 GV5718                          STATION RECOVERY (1999)
 GV5718
 GV5718'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5718'RECOVERED IN GOOD CONDITION.
 GV5718
 GV5718                          STATION RECOVERY (2004)
 GV5718
 GV5718'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2930 ***********************************************************************
 HV2930  DESIGNATION -  147 USGS
 HV2930  PID         -  HV2930
 HV2930  STATE/COUNTY-  VA/ESSEX
 HV2930  USGS QUAD   -  LORETTO (1978)
 HV2930
 HV2930                         *CURRENT SURVEY CONTROL
 HV2930  ___________________________________________________________________
 HV2930* NAD 83(1986)-  38 07 05.     (N)    077 06 29.     (W)     SCALED    
 HV2930* NAVD 88     -        13.002  (meters)      42.66   (feet)  ADJUSTED  
 HV2930  ___________________________________________________________________
 HV2930  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HV2930  DYNAMIC HT  -          12.993 (meters)      42.63  (feet)  COMP
 HV2930  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 HV2930  OBS GRAVITY -     979,991.3   (mgal)                       GRAV_OBS
 HV2930
 HV2930  VERT ORDER  -  FIRST     CLASS I
 HV2930
 HV2930.The horizontal coordinates were scaled from a topographic map and have
 HV2930.an estimated accuracy of +/- 6 seconds.
 HV2930
 HV2930.The orthometric height was determined by differential leveling
 HV2930.and adjusted by the National Geodetic Survey in June 1991..
 HV2930
 HV2930.The geoid height was determined by GEOID03.
 HV2930
 HV2930.The dynamic height is computed by dividing the NAVD 88
 HV2930.geopotential number by the normal gravity value computed on the
 HV2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2930.degrees latitude (g = 980.6199 gals.).
 HV2930
 HV2930.The modeled gravity was interpolated from observed gravity values.
 HV2930.The observed gravity was obtained from relative gravimeter ties
 HV2930.to the IGSN71 gravity network.
 HV2930
 HV2930;                    North         East    Units  Estimated Accuracy
 HV2930;SPC VA S     - 1,198,970.    3,622,060.      MT  (+/- 180 meters Scaled)
 HV2930
 HV2930                          SUPERSEDED SURVEY CONTROL
 HV2930
 HV2930  NGVD 29 (??/??/??)   13.252  (m)           43.48   (f) ADJUSTED    1 1
 HV2930
 HV2930.Superseded values are not recommended for survey control.
 HV2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2930.See file dsdata.txt to determine how the superseded data were derived.
 HV2930
 HV2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH152210(NAD 83)
 HV2930_MARKER: DD = SURVEY DISK
 HV2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2930_STAMPING: 44 147 MLS 1967
 HV2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2930+STABILITY: SURFACE MOTION
 HV2930
 HV2930  HISTORY     - Date     Condition        Report By
 HV2930  HISTORY     - 1967     MONUMENTED       USGS
 HV2930  HISTORY     - 1971     GOOD             NGS
 HV2930  HISTORY     - 1978     GOOD             DMA
 HV2930  HISTORY     - 19950409 MARK NOT FOUND   USPSQD
 HV2930  HISTORY     - 19990512 MARK NOT FOUND   USPSQD
 HV2930  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV2930
 HV2930                          STATION DESCRIPTION
 HV2930
 HV2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2930'6.2 MI SE FROM PORT ROYAL.
 HV2930'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 HV2930'OF U.S. HIGHWAY 301 AT PORT ROYAL, AT THE JUNCTION OF STATE
 HV2930'HIGHWAY 625, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE U.S.
 HV2930'HIGHWAY, 23 FEET NORTHWEST OF THE CENTER LINE OF THE STATE
 HV2930'HIGHWAY, 3 1/2 FEET WEST OF THE EAST CORNER OF A FENCE, 0.8 FOOT
 HV2930'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 HV2930'POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 HV2930
 HV2930                          STATION RECOVERY (1978)
 HV2930
 HV2930'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2930'NO FENCE THERE.
 HV2930
 HV2930                          STATION RECOVERY (1995)
 HV2930
 HV2930'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2930'MARK NOT FOUND.
 HV2930
 HV2930                          STATION RECOVERY (1999)
 HV2930
 HV2930'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2930'MARK NOT FOUND.
 HV2930
 HV2930                          STATION RECOVERY (2004)
 HV2930
 HV2930'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV2930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1450 ***********************************************************************
 GV1450  DESIGNATION -  148
 GV1450  PID         -  GV1450
 GV1450  STATE/COUNTY-  VA/KING WILLIAM
 GV1450  USGS QUAD   -  KING WILLIAM (1984)
 GV1450
 GV1450                         *CURRENT SURVEY CONTROL
 GV1450  ___________________________________________________________________
 GV1450* NAD 83(1986)-  37 41 44.     (N)    077 02 04.     (W)     SCALED    
 GV1450* NAVD 88     -        44.906  (meters)     147.33   (feet)  ADJUSTED  
 GV1450  ___________________________________________________________________
 GV1450  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 GV1450  DYNAMIC HT  -          44.875 (meters)     147.23  (feet)  COMP
 GV1450  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 GV1450
 GV1450  VERT ORDER  -  SECOND    CLASS 0
 GV1450
 GV1450.The horizontal coordinates were scaled from a topographic map and have
 GV1450.an estimated accuracy of +/- 6 seconds.
 GV1450
 GV1450.The orthometric height was determined by differential leveling
 GV1450.and adjusted by the National Geodetic Survey in June 1991..
 GV1450
 GV1450.The geoid height was determined by GEOID03.
 GV1450
 GV1450.The dynamic height is computed by dividing the NAVD 88
 GV1450.geopotential number by the normal gravity value computed on the
 GV1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1450.degrees latitude (g = 980.6199 gals.).
 GV1450
 GV1450.The modeled gravity was interpolated from observed gravity values.
 GV1450
 GV1450;                    North         East    Units  Estimated Accuracy
 GV1450;SPC VA S     - 1,152,180.    3,629,240.      MT  (+/- 180 meters Scaled)
 GV1450
 GV1450                          SUPERSEDED SURVEY CONTROL
 GV1450
 GV1450  NGVD 29 (??/??/??)   45.247  (m)          148.45   (f) ADJUSTED    2 0
 GV1450
 GV1450.Superseded values are not recommended for survey control.
 GV1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1450.See file dsdata.txt to determine how the superseded data were derived.
 GV1450
 GV1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG206739(NAD 83)
 GV1450_MARKER: P = PIPE CAP
 GV1450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1450_STAMPING: 148 1917 VA
 GV1450_MARK LOGO: USGS  
 GV1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1450+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1450
 GV1450  HISTORY     - Date     Condition        Report By
 GV1450  HISTORY     - 1917     MONUMENTED       USGS
 GV1450  HISTORY     - 1961     GOOD             CGS
 GV1450  HISTORY     - 19910708 POOR             VADHT
 GV1450  HISTORY     - 19990331 GOOD             USPSQD
 GV1450  HISTORY     - 20031111 GOOD             USPSQD
 GV1450  HISTORY     - 20060309 GOOD             USPSQD
 GV1450
 GV1450                          STATION DESCRIPTION
 GV1450
 GV1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1450'1.3 MI NW FROM KING WILLIAM.
 GV1450'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 GV1450'SECONDARY STATE HIGHWAY 619 AT KING WILLIAM, KING WILLIAM COUNTY,
 GV1450'AT THE Y-JUNCTION OF SECONDARY STATE HIGHWAY 629 LEADING NORTH,
 GV1450'55 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 30, AND 26
 GV1450'FEET EAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 629.  A
 GV1450'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 148 1917 VA
 GV1450'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 2 FEET ABOVE
 GV1450'GROUND.
 GV1450
 GV1450                          STATION RECOVERY (1991)
 GV1450
 GV1450'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991
 GV1450'RECOVERED IN POOR CONDITION.  NOTE--PIPE LEANING, BM IS NOT SUITABLE
 GV1450'FOR SATELLITE OBSERVATIONS.
 GV1450
 GV1450                          STATION RECOVERY (1999)
 GV1450
 GV1450'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1450'RECOVERED IN GOOD CONDITION.
 GV1450
 GV1450                          STATION RECOVERY (2003)
 GV1450
 GV1450'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1450'RECOVERED IN GOOD CONDITION.
 GV1450
 GV1450                          STATION RECOVERY (2006)
 GV1450
 GV1450'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5715 ***********************************************************************
 GV5715  DESIGNATION -  148 C OF R 1972
 GV5715  PID         -  GV5715
 GV5715  STATE/COUNTY-  VA/C OF RICHMOND
 GV5715  USGS QUAD   -  BON AIR (1994)
 GV5715
 GV5715                         *CURRENT SURVEY CONTROL
 GV5715  ___________________________________________________________________
 GV5715* NAD 83(1993)-  37 32 00.87436(N)    077 30 27.03957(W)     ADJUSTED  
 GV5715* NAVD 88     -        42.32   (+/-2cm)     138.8    (feet)  VERTCON   
 GV5715  ___________________________________________________________________
 GV5715  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV5715  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5715
 GV5715  HORZ ORDER  -  SECOND
 GV5715  VERT ORDER  -  THIRD ? (See Below)
 GV5715
 GV5715.The horizontal coordinates were established by classical geodetic methods
 GV5715.and adjusted by the National Geodetic Survey in November 1994..
 GV5715
 GV5715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5715.The vertical order pertains to the NGVD 29 superseded value.
 GV5715
 GV5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5715
 GV5715.The geoid height was determined by GEOID03.
 GV5715
 GV5715;                    North         East     Units Scale Factor Converg.
 GV5715;SPC VA S     - 1,133,658.674 3,587,715.932   MT  0.99994959   +0 36 08.5
 GV5715;SPC VA S     - 3,719,345.17 11,770,698.02   sFT  0.99994959   +0 36 08.5
 GV5715;UTM  18      - 4,157,021.093   278,441.801   MT  1.00020469   -1 31 41.7
 GV5715
 GV5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5715!SPC VA S     -   0.99999853  x   0.99994959  =   0.99994812
 GV5715!UTM  18      -   0.99999853  x   1.00020469  =   1.00020322
 GV5715
 GV5715:                Primary Azimuth Mark                     Grid Az
 GV5715:SPC VA S     -  CARILLON                                 068 40 27.3
 GV5715:UTM  18      -  CARILLON                                 070 48 17.5
 GV5715
 GV5715|---------------------------------------------------------------------|
 GV5715| PID    Reference Object                     Distance      Geod. Az  |
 GV5715|                                                           dddmmss.s |
 GV5715| GV5277 CARILLON                            APPROX. 2.3 KM 0691635.8 |
 GV5715| GV5714 149 C OF R 1972                     296.122 METERS 15421     |
 GV5715| GV5718 147 C OF R 1972                     275.318 METERS 31620     |
 GV5715|---------------------------------------------------------------------|
 GV5715
 GV5715                          SUPERSEDED SURVEY CONTROL
 GV5715
 GV5715  NAD 83(1986)-  37 32 00.88053(N)    077 30 27.05636(W) AD(       ) 2
 GV5715  NAD 27      -  37 32 00.35180(N)    077 30 28.10944(W) AD(       ) 2
 GV5715  NGVD 29 (07/19/86)   42.63   (m)          139.9    (f) LEVELING    3  
 GV5715
 GV5715.Superseded values are not recommended for survey control.
 GV5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5715.See file dsdata.txt to determine how the superseded data were derived.
 GV5715
 GV5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7844257021(NAD 83)
 GV5715_MARKER: Z = SEE DESCRIPTION
 GV5715_SETTING: 0 = UNSPECIFIED SETTING
 GV5715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5715
 GV5715  HISTORY     - Date     Condition        Report By
 GV5715  HISTORY     - 1972     MONUMENTED       VA2060
 GV5715  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5715  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5715  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5715
 GV5715                          STATION DESCRIPTION
 GV5715
 GV5715'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5715'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5715'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5715'AVE., THENCE EAST ON FOREST HILL AVE. 3.15 MILES TO POINT NO. 148.
 GV5715'
 GV5715'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5715'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5715'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5715'8 INCHES BELOW GROUND.
 GV5715'
 GV5715'35.3 FEET E. OF C/L OF FOREST HILL AVE., 16.9 FEET W. OF CENTER OF
 GV5715'RMA MONUMENT, 37.90 FEET N. OF THE CENTER OF R.R. TRACKS, 34.0 FEET
 GV5715'S. OF LIGHT POLE.
 GV5715'
 GV5715'NEAREST TOWN--RICHMOND.
 GV5715
 GV5715                          STATION RECOVERY (1995)
 GV5715
 GV5715'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5715'MARK NOT FOUND.
 GV5715
 GV5715                          STATION RECOVERY (1999)
 GV5715
 GV5715'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5715'MARK NOT FOUND.
 GV5715
 GV5715                          STATION RECOVERY (2004)
 GV5715
 GV5715'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2921 ***********************************************************************
 HV2921  DESIGNATION -  148 USGS
 HV2921  PID         -  HV2921
 HV2921  STATE/COUNTY-  VA/CAROLINE
 HV2921  USGS QUAD   -  PORT ROYAL (1968)
 HV2921
 HV2921                         *CURRENT SURVEY CONTROL
 HV2921  ___________________________________________________________________
 HV2921* NAD 83(1986)-  38 07 56.     (N)    077 08 44.     (W)     SCALED    
 HV2921* NAVD 88     -        27.828  (meters)      91.30   (feet)  ADJUSTED  
 HV2921  ___________________________________________________________________
 HV2921  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HV2921  DYNAMIC HT  -          27.810 (meters)      91.24  (feet)  COMP
 HV2921  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 HV2921  OBS GRAVITY -     979,991.8   (mgal)                       GRAV_OBS
 HV2921
 HV2921  VERT ORDER  -  FIRST     CLASS I
 HV2921
 HV2921.The horizontal coordinates were scaled from a topographic map and have
 HV2921.an estimated accuracy of +/- 6 seconds.
 HV2921
 HV2921.The orthometric height was determined by differential leveling
 HV2921.and adjusted by the National Geodetic Survey in June 1991..
 HV2921
 HV2921.The geoid height was determined by GEOID03.
 HV2921
 HV2921.The dynamic height is computed by dividing the NAVD 88
 HV2921.geopotential number by the normal gravity value computed on the
 HV2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2921.degrees latitude (g = 980.6199 gals.).
 HV2921
 HV2921.The modeled gravity was interpolated from observed gravity values.
 HV2921.The observed gravity was obtained from relative gravimeter ties
 HV2921.to the IGSN71 gravity network.
 HV2921
 HV2921;                    North         East    Units  Estimated Accuracy
 HV2921;SPC VA N     - 2,052,550.    3,618,740.      MT  (+/- 180 meters Scaled)
 HV2921
 HV2921                          SUPERSEDED SURVEY CONTROL
 HV2921
 HV2921  NGVD 29 (??/??/??)   28.077  (m)           92.12   (f) ADJUSTED    1 1
 HV2921
 HV2921.Superseded values are not recommended for survey control.
 HV2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2921.See file dsdata.txt to determine how the superseded data were derived.
 HV2921
 HV2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH119226(NAD 83)
 HV2921_MARKER: DD = SURVEY DISK
 HV2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2921_STAMPING: 92 148 MLS 1967
 HV2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2921+STABILITY: SURFACE MOTION
 HV2921
 HV2921  HISTORY     - Date     Condition        Report By
 HV2921  HISTORY     - 1967     MONUMENTED       USGS
 HV2921  HISTORY     - 1972     GOOD             NGS
 HV2921  HISTORY     - 1978     GOOD             DMA
 HV2921  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2921  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2921
 HV2921                          STATION DESCRIPTION
 HV2921
 HV2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2921'3.8 MI SE FROM PORT ROYAL.
 HV2921'ABOUT 3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 HV2921'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, AT THE JUNCTION
 HV2921'OF STATE HIGHWAY 681, 47 FEET NORTHWEST OF THE EXTENDED CENTER
 HV2921'LINE OF THE STATE HIGHWAY, 59 FEET WEST OF THE CENTER LINE OF
 HV2921'THE U.S. HIGHWAY, 1.2 FEET EAST OF A METAL WITNESS POST, 8 FEET
 HV2921'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HV2921'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2921
 HV2921                          STATION RECOVERY (1978)
 HV2921
 HV2921'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2921'RECOVERED IN GOOD CONDITION.
 HV2921
 HV2921                          STATION RECOVERY (1995)
 HV2921
 HV2921'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2921'MARK NOT FOUND.
 HV2921
 HV2921                          STATION RECOVERY (2002)
 HV2921
 HV2921'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0104 ***********************************************************************
 GA0104  DESIGNATION -  1484
 GA0104  PID         -  GA0104
 GA0104  STATE/COUNTY-  VA/RUSSELL
 GA0104  USGS QUAD   -  ST PAUL (1991)
 GA0104
 GA0104                         *CURRENT SURVEY CONTROL
 GA0104  ___________________________________________________________________
 GA0104* NAD 83(1986)-  36 53 31.     (N)    082 16 42.     (W)     SCALED    
 GA0104* NAVD 88     -       452.041  (meters)    1483.07   (feet)  ADJUSTED  
 GA0104  ___________________________________________________________________
 GA0104  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0104  DYNAMIC HT  -         451.641 (meters)    1481.76  (feet)  COMP
 GA0104  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 GA0104
 GA0104  VERT ORDER  -  SECOND    CLASS 0
 GA0104
 GA0104.The horizontal coordinates were scaled from a topographic map and have
 GA0104.an estimated accuracy of +/- 6 seconds.
 GA0104
 GA0104.The orthometric height was determined by differential leveling
 GA0104.and adjusted by the National Geodetic Survey in June 1991..
 GA0104
 GA0104.The geoid height was determined by GEOID03.
 GA0104
 GA0104.The dynamic height is computed by dividing the NAVD 88
 GA0104.geopotential number by the normal gravity value computed on the
 GA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0104.degrees latitude (g = 980.6199 gals.).
 GA0104
 GA0104.The modeled gravity was interpolated from observed gravity values.
 GA0104
 GA0104;                    North         East    Units  Estimated Accuracy
 GA0104;SPC VA S     - 1,068,730.    3,163,310.      MT  (+/- 180 meters Scaled)
 GA0104
 GA0104                          SUPERSEDED SURVEY CONTROL
 GA0104
 GA0104  NGVD 29 (??/??/92)  452.187  (m)         1483.55   (f) ADJ UNCH    2 0
 GA0104
 GA0104.Superseded values are not recommended for survey control.
 GA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0104.See file dsdata.txt to determine how the superseded data were derived.
 GA0104
 GA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860836(NAD 83)
 GA0104_MARKER: DD = SURVEY DISK
 GA0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0104_SP_SET: BRIDGE
 GA0104_STAMPING: 1484 B 24 1912
 GA0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0104
 GA0104  HISTORY     - Date     Condition        Report By
 GA0104  HISTORY     - 1912     MONUMENTED       CGS
 GA0104  HISTORY     - 1934     GOOD             NGS
 GA0104  HISTORY     - 1935     GOOD             NGS
 GA0104
 GA0104                          STATION DESCRIPTION
 GA0104
 GA0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0104'AT CASTLEWOOD.
 GA0104'AT CASTLEWOOD, RUSSELL COUNTY, AT THE HIGHWAY BRIDGE OVER CLINCH
 GA0104'RIVER, AND IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.  A
 GA0104'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1484 B 24
 GA0104'1912.
 GA0104
 GA0104                          STATION RECOVERY (1935)
 GA0104
 GA0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1552 ***********************************************************************
 HW1552  DESIGNATION -  1484
 HW1552  PID         -  HW1552
 HW1552  STATE/COUNTY-  VA/AUGUSTA
 HW1552  USGS QUAD   -  CHURCHVILLE (1981)
 HW1552
 HW1552                         *CURRENT SURVEY CONTROL
 HW1552  ___________________________________________________________________
 HW1552* NAD 83(1986)-  38 14 47.     (N)    079 11 03.     (W)     SCALED    
 HW1552* NAVD 88     -       456.984  (meters)    1499.29   (feet)  ADJUSTED  
 HW1552  ___________________________________________________________________
 HW1552  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HW1552  DYNAMIC HT  -         456.634 (meters)    1498.14  (feet)  COMP
 HW1552  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 HW1552
 HW1552  VERT ORDER  -  SECOND    CLASS 0
 HW1552
 HW1552.The horizontal coordinates were scaled from a topographic map and have
 HW1552.an estimated accuracy of +/- 6 seconds.
 HW1552
 HW1552.The orthometric height was determined by differential leveling
 HW1552.and adjusted by the National Geodetic Survey in June 1991..
 HW1552
 HW1552.The geoid height was determined by GEOID03.
 HW1552
 HW1552.The dynamic height is computed by dividing the NAVD 88
 HW1552.geopotential number by the normal gravity value computed on the
 HW1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1552.degrees latitude (g = 980.6199 gals.).
 HW1552
 HW1552.The modeled gravity was interpolated from observed gravity values.
 HW1552
 HW1552;                    North         East    Units  Estimated Accuracy
 HW1552;SPC VA N     - 2,064,570.    3,440,110.      MT  (+/- 180 meters Scaled)
 HW1552
 HW1552                          SUPERSEDED SURVEY CONTROL
 HW1552
 HW1552  NGVD 29 (??/??/92)  457.104  (m)         1499.68   (f) ADJ UNCH    2 0
 HW1552
 HW1552.Superseded values are not recommended for survey control.
 HW1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1552.See file dsdata.txt to determine how the superseded data were derived.
 HW1552
 HW1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC588347(NAD 83)
 HW1552_MARKER: DD = SURVEY DISK
 HW1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1552_STAMPING: 1484 1934
 HW1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1552+STABILITY: SURFACE MOTION
 HW1552
 HW1552  HISTORY     - Date     Condition        Report By
 HW1552  HISTORY     - 1934     MONUMENTED       USFS
 HW1552  HISTORY     - 1958     GOOD             NGS
 HW1552
 HW1552                          STATION DESCRIPTION
 HW1552
 HW1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1552'2 MI NW FROM CHURCHVILLE.
 HW1552'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW1552'OF STATE HIGHWAY 42 AND THE POST OFFICE AT CHURCHVILLE, AT LONE
 HW1552'FOUNTAIN, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HW1552'91 1/2 FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD NO. 720,
 HW1552'30 1/2 FEET SOUTHEAST OF BENCH MARK Q 98 RESET, 5 1/2 FEET
 HW1552'SOUTHWEST OF TELEGRAPH POLE NO. 340, 2 FEET WEST OF A T FENCE
 HW1552'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, 1 FOOT BELOW THE
 HW1552'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HW1552'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1136 ***********************************************************************
 GA1136  DESIGNATION -  1488
 GA1136  PID         -  GA1136
 GA1136  STATE/COUNTY-  VA/WISE
 GA1136  USGS QUAD   -  BIG STONE GAP (1991)
 GA1136
 GA1136                         *CURRENT SURVEY CONTROL
 GA1136  ___________________________________________________________________
 GA1136* NAD 83(1986)-  36 52 00.     (N)    082 46 32.     (W)     SCALED    
 GA1136* NAVD 88     -       453.437  (meters)    1487.65   (feet)  ADJUSTED  
 GA1136  ___________________________________________________________________
 GA1136  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1136  DYNAMIC HT  -         453.042 (meters)    1486.36  (feet)  COMP
 GA1136  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 GA1136
 GA1136  VERT ORDER  -  SECOND    CLASS 0
 GA1136
 GA1136.The horizontal coordinates were scaled from a topographic map and have
 GA1136.an estimated accuracy of +/- 6 seconds.
 GA1136
 GA1136.The orthometric height was determined by differential leveling
 GA1136.and adjusted by the National Geodetic Survey in June 1991..
 GA1136
 GA1136.The geoid height was determined by GEOID03.
 GA1136
 GA1136.The dynamic height is computed by dividing the NAVD 88
 GA1136.geopotential number by the normal gravity value computed on the
 GA1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1136.degrees latitude (g = 980.6199 gals.).
 GA1136
 GA1136.The modeled gravity was interpolated from observed gravity values.
 GA1136
 GA1136;                    North         East    Units  Estimated Accuracy
 GA1136;SPC VA S     - 1,067,820.    3,118,900.      MT  (+/- 180 meters Scaled)
 GA1136
 GA1136                          SUPERSEDED SURVEY CONTROL
 GA1136
 GA1136  NGVD 29 (??/??/92)  453.557  (m)         1488.04   (f) ADJ UNCH    2 0
 GA1136
 GA1136.Superseded values are not recommended for survey control.
 GA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1136.See file dsdata.txt to determine how the superseded data were derived.
 GA1136
 GA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA417815(NAD 83)
 GA1136_MARKER: DD = SURVEY DISK
 GA1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1136_SP_SET: STEP
 GA1136_STAMPING: VIRGINIA 1488 1920
 GA1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1136
 GA1136  HISTORY     - Date     Condition        Report By
 GA1136  HISTORY     - 1920     MONUMENTED       USGS
 GA1136  HISTORY     - 1963     GOOD             NGS
 GA1136
 GA1136                          STATION DESCRIPTION
 GA1136
 GA1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GA1136'AT BIG STONE GAP.
 GA1136'AT BIG STONE GAP, ON WOOD AVENUE, AT THE ENTRANCE STEPS OF THE
 GA1136'POST OFFICE, AND IN THE TOP OF THE WEST STONE NEWEL.  A USGS
 GA1136'STANDARD DISK STAMPED VIRGINIA 1488 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5714 ***********************************************************************
 GV5714  DESIGNATION -  149 C OF R 1972
 GV5714  PID         -  GV5714
 GV5714  STATE/COUNTY-  VA/C OF RICHMOND
 GV5714  USGS QUAD   -  BON AIR (1994)
 GV5714
 GV5714                         *CURRENT SURVEY CONTROL
 GV5714  ___________________________________________________________________
 GV5714* NAD 83(1993)-  37 31 52.21625(N)    077 30 21.81770(W)     ADJUSTED  
 GV5714* NAVD 88     -        53.59   (+/-2cm)     175.8    (feet)  VERTCON   
 GV5714  ___________________________________________________________________
 GV5714  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV5714  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5714
 GV5714  HORZ ORDER  -  SECOND
 GV5714  VERT ORDER  -  THIRD ? (See Below)
 GV5714
 GV5714.The horizontal coordinates were established by classical geodetic methods
 GV5714.and adjusted by the National Geodetic Survey in November 1994..
 GV5714
 GV5714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5714.The vertical order pertains to the NGVD 29 superseded value.
 GV5714
 GV5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5714
 GV5714.The geoid height was determined by GEOID03.
 GV5714
 GV5714;                    North         East     Units Scale Factor Converg.
 GV5714;SPC VA S     - 1,133,393.122 3,587,846.934   MT  0.99994947   +0 36 11.7
 GV5714;SPC VA S     - 3,718,473.93 11,771,127.82   sFT  0.99994947   +0 36 11.7
 GV5714;UTM  18      - 4,156,750.786   278,562.871   MT  1.00020403   -1 31 38.3
 GV5714
 GV5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5714!SPC VA S     -   0.99999676  x   0.99994947  =   0.99994623
 GV5714!UTM  18      -   0.99999676  x   1.00020403  =   1.00020079
 GV5714
 GV5714|---------------------------------------------------------------------|
 GV5714| PID    Reference Object                     Distance      Geod. Az  |
 GV5714|                                                           dddmmss.s |
 GV5714| GV5709 150 C OF R 1972                     368.939 METERS 12014     |
 GV5714| GV5715 148 C OF R 1972                     296.122 METERS 33421     |
 GV5714|---------------------------------------------------------------------|
 GV5714
 GV5714                          SUPERSEDED SURVEY CONTROL
 GV5714
 GV5714  NAD 83(1986)-  37 31 52.22241(N)    077 30 21.83452(W) AD(       ) 2
 GV5714  NAD 27      -  37 31 51.69360(N)    077 30 22.88761(W) AD(       ) 2
 GV5714  NGVD 29 (07/19/86)   53.90   (m)          176.8    (f) LEVELING    3  
 GV5714
 GV5714.Superseded values are not recommended for survey control.
 GV5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5714.See file dsdata.txt to determine how the superseded data were derived.
 GV5714
 GV5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7856356751(NAD 83)
 GV5714_MARKER: Z = SEE DESCRIPTION
 GV5714_SETTING: 0 = UNSPECIFIED SETTING
 GV5714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5714
 GV5714  HISTORY     - Date     Condition        Report By
 GV5714  HISTORY     - 1972     MONUMENTED       VA2060
 GV5714  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5714  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5714  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5714
 GV5714                          STATION DESCRIPTION
 GV5714
 GV5714'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5714'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5714'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5714'AVE., THENCE EAST ON FOREST HILL AVE. 3.30 MILES TO POINT NO. 149.
 GV5714'
 GV5714'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5714'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5714'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5714'8 INCHES BELOW GROUND.
 GV5714'
 GV5714'56.3 FEET S.W. OF C/L OF FOREST HILL AVE., 74.0 FEET N.W. OF VEPCO
 GV5714'POLE NO. UH74, 12.4 FEET E. OF 8 INCH PINE TREE, 2.7 FEET W. OF 8
 GV5714'INCH PINE TREE, 41.3 FEET S.E. OF C/L OF ENT. INTO WILLOW OAKS
 GV5714'APTS.
 GV5714'
 GV5714'NEAREST TOWN--RICHMOND.
 GV5714
 GV5714                          STATION RECOVERY (1995)
 GV5714
 GV5714'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5714'MARK NOT FOUND.
 GV5714
 GV5714                          STATION RECOVERY (1999)
 GV5714
 GV5714'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5714'MARK NOT FOUND.
 GV5714
 GV5714                          STATION RECOVERY (2004)
 GV5714
 GV5714'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2920 ***********************************************************************
 HV2920  DESIGNATION -  149 USGS
 HV2920  PID         -  HV2920
 HV2920  STATE/COUNTY-  VA/CAROLINE
 HV2920  USGS QUAD   -  PORT ROYAL (1968)
 HV2920
 HV2920                         *CURRENT SURVEY CONTROL
 HV2920  ___________________________________________________________________
 HV2920* NAD 83(1986)-  38 08 37.     (N)    077 09 37.     (W)     SCALED    
 HV2920* NAVD 88     -        16.005  (meters)      52.51   (feet)  ADJUSTED  
 HV2920  ___________________________________________________________________
 HV2920  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HV2920  DYNAMIC HT  -          15.995 (meters)      52.48  (feet)  COMP
 HV2920  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 HV2920  OBS GRAVITY -     979,997.2   (mgal)                       GRAV_OBS
 HV2920
 HV2920  VERT ORDER  -  FIRST     CLASS I
 HV2920
 HV2920.The horizontal coordinates were scaled from a topographic map and have
 HV2920.an estimated accuracy of +/- 6 seconds.
 HV2920
 HV2920.The orthometric height was determined by differential leveling
 HV2920.and adjusted by the National Geodetic Survey in June 1991..
 HV2920
 HV2920.The geoid height was determined by GEOID03.
 HV2920
 HV2920.The dynamic height is computed by dividing the NAVD 88
 HV2920.geopotential number by the normal gravity value computed on the
 HV2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2920.degrees latitude (g = 980.6199 gals.).
 HV2920
 HV2920.The modeled gravity was interpolated from observed gravity values.
 HV2920.The observed gravity was obtained from relative gravimeter ties
 HV2920.to the IGSN71 gravity network.
 HV2920
 HV2920;                    North         East    Units  Estimated Accuracy
 HV2920;SPC VA N     - 2,053,800.    3,617,440.      MT  (+/- 180 meters Scaled)
 HV2920
 HV2920                          SUPERSEDED SURVEY CONTROL
 HV2920
 HV2920  NGVD 29 (??/??/??)   16.253  (m)           53.32   (f) ADJUSTED    1 1
 HV2920
 HV2920.Superseded values are not recommended for survey control.
 HV2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2920.See file dsdata.txt to determine how the superseded data were derived.
 HV2920
 HV2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH106239(NAD 83)
 HV2920_MARKER: DD = SURVEY DISK
 HV2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2920_STAMPING: 53 149 MLS 1967
 HV2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2920+STABILITY: SURFACE MOTION
 HV2920
 HV2920  HISTORY     - Date     Condition        Report By
 HV2920  HISTORY     - 1967     MONUMENTED       USGS
 HV2920  HISTORY     - 1972     GOOD             NGS
 HV2920  HISTORY     - 1978     GOOD             DMA
 HV2920  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2920  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2920
 HV2920                          STATION DESCRIPTION
 HV2920
 HV2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2920'2.7 MI SE FROM PORT ROYAL.
 HV2920'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 HV2920'OF U.S. HIGHWAY 301 AT PORT ROYAL, AT THE JUNCTION OF STATE HIGHWAY
 HV2920'686, 55 FEET NORTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY,
 HV2920'28 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE OF THE STATE
 HV2920'HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST, 8 FEET BELOW THE
 HV2920'LEVEL OF THE U.S. HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HV2920'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2920
 HV2920                          STATION RECOVERY (1978)
 HV2920
 HV2920'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2920'NO WITNESS POST.
 HV2920
 HV2920                          STATION RECOVERY (1995)
 HV2920
 HV2920'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2920'MARK NOT FOUND.
 HV2920
 HV2920                          STATION RECOVERY (2002)
 HV2920
 HV2920'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1530 ***********************************************************************
 GA1530  DESIGNATION -  1490
 GA1530  PID         -  GA1530
 GA1530  STATE/COUNTY-  VA/LEE
 GA1530  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1530
 GA1530                         *CURRENT SURVEY CONTROL
 GA1530  ___________________________________________________________________
 GA1530* NAD 83(1986)-  36 46 55.     (N)    083 02 29.     (W)     SCALED    
 GA1530* NAVD 88     -       453.986  (meters)    1489.45   (feet)  ADJUSTED  
 GA1530  ___________________________________________________________________
 GA1530  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1530  DYNAMIC HT  -         453.586 (meters)    1488.14  (feet)  COMP
 GA1530  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 GA1530
 GA1530  VERT ORDER  -  SECOND    CLASS 0
 GA1530
 GA1530.The horizontal coordinates were scaled from a topographic map and have
 GA1530.an estimated accuracy of +/- 6 seconds.
 GA1530
 GA1530.The orthometric height was determined by differential leveling
 GA1530.and adjusted by the National Geodetic Survey in June 1991..
 GA1530
 GA1530.The geoid height was determined by GEOID03.
 GA1530
 GA1530.The dynamic height is computed by dividing the NAVD 88
 GA1530.geopotential number by the normal gravity value computed on the
 GA1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1530.degrees latitude (g = 980.6199 gals.).
 GA1530
 GA1530.The modeled gravity was interpolated from observed gravity values.
 GA1530
 GA1530;                    North         East    Units  Estimated Accuracy
 GA1530;SPC VA S     - 1,059,530.    3,094,770.      MT  (+/- 180 meters Scaled)
 GA1530
 GA1530                          SUPERSEDED SURVEY CONTROL
 GA1530
 GA1530  NGVD 29 (??/??/92)  454.117  (m)         1489.88   (f) ADJ UNCH    2 0
 GA1530
 GA1530.Superseded values are not recommended for survey control.
 GA1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1530.See file dsdata.txt to determine how the superseded data were derived.
 GA1530
 GA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA178726(NAD 83)
 GA1530_MARKER: DD = SURVEY DISK
 GA1530_SETTING: 66 = SET IN ROCK OUTCROP
 GA1530_SP_SET: OUTCROP
 GA1530_STAMPING: 1490 VA 1489.882
 GA1530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1530+STABILITY: POSITION/ELEVATION WELL
 GA1530
 GA1530  HISTORY     - Date     Condition        Report By
 GA1530  HISTORY     - UNK      MONUMENTED       USGS
 GA1530  HISTORY     - 1953     GOOD             NGS
 GA1530  HISTORY     - 1956     GOOD             NGS
 GA1530
 GA1530                          STATION DESCRIPTION
 GA1530
 GA1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1530'3.6 MI N FROM PENNINGTON GAP.
 GA1530'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1530'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, THENCE ABOUT 0.9
 GA1530'MILE EAST ALONG COUNTY ROAD 606, ABOUT 0.25 MILE EAST OF OLD
 GA1530'DOMINION POWER PLANT, AT THE JUNCTION OF THE LOUISVILLE AND
 GA1530'NASHVILLE RAILROAD AND THE SOUTHERN RAILWAY, 67 FEET NORTH OF
 GA1530'NORTH RAIL OF SOUTHERN RAILWAY, 155 FEET NORTHEAST AND ACROSS
 GA1530'SOUTHERN RAILWAY FROM THE NORTHEAST RAIL OF L. AND N. RR AT THE
 GA1530'NORTHWEST END OF L. AND N. RR TRESTLE OVER NORTH FORK OF POWELL
 GA1530'RIVER AND BLACK TOP ROAD 606, 25 FEET SOUTHEAST OF CENTER OF BED
 GA1530'OF A DRY CREEK BRANCH, IN THE TOP AND 4 FEET SOUTH OF THE HIGHEST
 GA1530'POINT OF A SLANTING 6-FOOT LONG AND 5-FOOT WIDE SLANTING ROCK
 GA1530'OUTCROP, 76 FEET NORTHEAST OF NORTH END OF A 3 1/2-FOOT STONE
 GA1530'CULVERT FOR CREEK BED AND ABOUT 6 FEET ABOVE LEVEL OF SOU. RY.
 GA1530'TRACK.
 GA1530
 GA1530                          STATION RECOVERY (1956)
 GA1530
 GA1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5606 ***********************************************************************
 GV5606  DESIGNATION -  15
 GV5606  PID         -  GV5606
 GV5606  STATE/COUNTY-  VA/CHESTERFIELD
 GV5606  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5606
 GV5606                         *CURRENT SURVEY CONTROL
 GV5606  ___________________________________________________________________
 GV5606* NAD 83(1993)-  37 27 17.80286(N)    077 29 37.09054(W)     ADJUSTED  
 GV5606* NAVD 88     -        38.99   (+/-2cm)     127.9    (feet)  VERTCON   
 GV5606  ___________________________________________________________________
 GV5606  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GV5606  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5606
 GV5606  HORZ ORDER  -  SECOND
 GV5606  VERT ORDER  -  THIRD ? (See Below)
 GV5606
 GV5606.The horizontal coordinates were established by classical geodetic methods
 GV5606.and adjusted by the National Geodetic Survey in September 1995..
 GV5606
 GV5606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5606.The vertical order pertains to the NGVD 29 superseded value.
 GV5606
 GV5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5606
 GV5606.The geoid height was determined by GEOID03.
 GV5606
 GV5606;                    North         East     Units Scale Factor Converg.
 GV5606;SPC VA S     - 1,124,945.596 3,589,035.156   MT  0.99994656   +0 36 38.8
 GV5606;SPC VA S     - 3,690,759.01 11,775,026.17   sFT  0.99994656   +0 36 38.8
 GV5606;UTM  18      - 4,148,262.792   279,436.643   MT  1.00019928   -1 31 01.5
 GV5606
 GV5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5606!SPC VA S     -   0.99999907  x   0.99994656  =   0.99994563
 GV5606!UTM  18      -   0.99999907  x   1.00019928  =   1.00019835
 GV5606
 GV5606:                Primary Azimuth Mark                     Grid Az
 GV5606:SPC VA S     -  14                                       064 58 46.2
 GV5606:UTM  18      -  14                                       067 06 26.5
 GV5606
 GV5606|---------------------------------------------------------------------|
 GV5606| PID    Reference Object                     Distance      Geod. Az  |
 GV5606|                                                           dddmmss.s |
 GV5606| GV5601 14                                  429.643 METERS 0653525.0 |
 GV5606| DC5483 15 RM                                17.491 METERS 32832     |
 GV5606| GV5611 16                                  APPROX. 0.6 KM 3351805.1 |
 GV5606|---------------------------------------------------------------------|
 GV5606
 GV5606                          SUPERSEDED SURVEY CONTROL
 GV5606
 GV5606  NAD 83(1993)-  37 27 17.80282(N)    077 29 37.09042(W) AD(       ) 2
 GV5606  NAD 83(1986)-  37 27 17.80901(N)    077 29 37.10770(W) AD(       ) 2
 GV5606  NAD 27      -  37 27 17.27582(N)    077 29 38.15708(W) AD(       ) 2
 GV5606  NGVD 29 (07/19/86)   39.30   (m)          128.9    (f) LEVELING    3  
 GV5606
 GV5606.Superseded values are not recommended for survey control.
 GV5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5606.See file dsdata.txt to determine how the superseded data were derived.
 GV5606
 GV5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7943748263(NAD 83)
 GV5606_MARKER: Z = SEE DESCRIPTION
 GV5606_SETTING: 0 = UNSPECIFIED SETTING
 GV5606
 GV5606  HISTORY     - Date     Condition        Report By
 GV5606  HISTORY     - 1972     MONUMENTED       VA2060
 GV5606  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5606  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5606
 GV5606                          STATION DESCRIPTION
 GV5606
 GV5606'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5606'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5606'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5606'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5606'CHIPPENHAM PKWY. 0.50 MILE TO POINT NO. 15.
 GV5606'
 GV5606'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5606'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5606'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5606'ABOUT 10 INCHES BELOW GROUND.
 GV5606'
 GV5606'20.4 FEET S. W. C/L CHIPPENHAM PKWY, 9.3 FEET S. OF END OF GUARD
 GV5606'RAIL, 29.6 FEET N. E. OF CENTER OF 10 INCH DEAD POPLAR TREE.
 GV5606'
 GV5606'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5606'CENTER OF PIN, SET FLUSH TO GROUND.  18.1 FEET W. C/L CHIPPENHAM
 GV5606'PKWY., 47.9 FEET N. END OF GUARD RAIL, 35.0 FEET N. E. OF CENTER
 GV5606'OF 10 INCH OAK TREE.
 GV5606'
 GV5606'DISTANCE BETWEEN PT. 15 AND R. M. IS 57.40 FT., 17.491 M.
 GV5606'
 GV5606'NEAREST TOWN--RICHMOND.
 GV5606
 GV5606                          STATION RECOVERY (1999)
 GV5606
 GV5606'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5606'MARK NOT FOUND.
 GV5606
 GV5606                          STATION RECOVERY (2004)
 GV5606
 GV5606'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2496 ***********************************************************************
 GW2496  DESIGNATION -  15 0196
 GW2496  PID         -  GW2496
 GW2496  STATE/COUNTY-  VA/CAMPBELL
 GW2496  USGS QUAD   -  BROOKNEAL (1984)
 GW2496
 GW2496                         *CURRENT SURVEY CONTROL
 GW2496  ___________________________________________________________________
 GW2496* NAD 83(1993)-  37 03 12.30897(N)    078 56 21.57506(W)     ADJUSTED  
 GW2496* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 GW2496  ___________________________________________________________________
 GW2496  X           -     977,756.886 (meters)                     COMP
 GW2496  Y           -  -5,001,838.460 (meters)                     COMP
 GW2496  Z           -   3,822,190.369 (meters)                     COMP
 GW2496  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 GW2496  ELLIP HEIGHT-         106.67  (meters)          (05/17/02) GPS OBS
 GW2496  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GW2496
 GW2496  HORZ ORDER  -  FIRST
 GW2496  ELLP ORDER  -  FOURTH    CLASS II
 GW2496
 GW2496.The horizontal coordinates were established by GPS observations
 GW2496.and adjusted by the National Geodetic Survey in September 1995..
 GW2496
 GW2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2496
 GW2496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2496
 GW2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2496
 GW2496.The ellipsoidal height was determined by GPS observations
 GW2496.and is referenced to NAD 83.
 GW2496
 GW2496.The geoid height was determined by GEOID03.
 GW2496
 GW2496;                    North         East     Units Scale Factor Converg.
 GW2496;SPC VA S     - 1,080,001.870 3,460,923.887   MT  0.99996034   -0 15 59.9
 GW2496;SPC VA S     - 3,543,306.14 11,354,714.45   sFT  0.99996034   -0 15 59.9
 GW2496;UTM  17      - 4,102,784.306   683,233.207   MT  1.00001362   +1 14 31.3
 GW2496
 GW2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2496!SPC VA S     -   0.99998326  x   0.99996034  =   0.99994360
 GW2496!UTM  17      -   0.99998326  x   1.00001362  =   0.99999688
 GW2496
 GW2496                          SUPERSEDED SURVEY CONTROL
 GW2496
 GW2496  ELLIP H (09/08/95)  106.73   (m)                       GP(       ) 4 2
 GW2496  NAD 83(1986)-  37 03 12.30958(N)    078 56 21.58556(W) AD(       ) 1
 GW2496  NGVD 29 (07/01/93)  138.3    (m)          454.     (f) GPS OBS        
 GW2496
 GW2496.Superseded values are not recommended for survey control.
 GW2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2496.See file dsdata.txt to determine how the superseded data were derived.
 GW2496
 GW2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8323302784(NAD 83)
 GW2496_MARKER: DD = SURVEY DISK
 GW2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2496_SP_SET: CONCRETE POST
 GW2496_STAMPING: 15-0196
 GW2496_MARK LOGO: VADHT 
 GW2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2496+STABILITY: SURFACE MOTION
 GW2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2496+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 GW2496
 GW2496  HISTORY     - Date     Condition        Report By
 GW2496  HISTORY     - 1990     MONUMENTED       VADHT
 GW2496  HISTORY     - 19920210 GOOD             MSI
 GW2496
 GW2496                          STATION DESCRIPTION
 GW2496
 GW2496'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2496'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.4
 GW2496'MI (0.6 KM) NORTH OF THE TOWN OF BROOKNEAL, ON THE NORTH SIDE OF S.R.
 GW2496'40.
 GW2496'TO REACH THE STATION FORM THE INTERSECTION OF U.S. 501 AND S.R. 40 IN
 GW2496'BROOKNEAL, PROCEED NORTHEAST 0.7 MI (1.1 KM) ALONG S.R. 40 TO THE
 GW2496'STATION ON THE LEFT NEAR GRAVEL DRIVEWAY.
 GW2496'THE STATION IS A 3.25 INCH ALUMINUM VIRGINIA DEPARTMENT OF
 GW2496'TRANSPROTATION DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GW2496'APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 15-0196. THE
 GW2496'DISK IS LOCATED 1.3 FT (0.4 M) SOUTH OF A WITNESS POST, 28.3 FT
 GW2496'(8.6 M) NORTH OF THE CENTERLINE OF S.R. 40, AND 81.0 FT (24.7 M) EAST
 GW2496'OF POWER POLE LI-23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2497 ***********************************************************************
 GW2497  DESIGNATION -  15 0205
 GW2497  PID         -  GW2497
 GW2497  STATE/COUNTY-  VA/CAMPBELL
 GW2497  USGS QUAD   -  GLADYS (1982)
 GW2497
 GW2497                         *CURRENT SURVEY CONTROL
 GW2497  ___________________________________________________________________
 GW2497* NAD 83(1993)-  37 10 50.86564(N)    079 04 47.51582(W)     ADJUSTED  
 GW2497* NAVD 88     -       222.9    (meters)     731.     (feet)  VERTCON   
 GW2497  ___________________________________________________________________
 GW2497  X           -     963,881.845 (meters)                     COMP
 GW2497  Y           -  -4,995,911.878 (meters)                     COMP
 GW2497  Z           -   3,833,514.083 (meters)                     COMP
 GW2497  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 GW2497  ELLIP HEIGHT-         191.42  (meters)          (05/17/02) GPS OBS
 GW2497  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GW2497
 GW2497  HORZ ORDER  -  FIRST
 GW2497  ELLP ORDER  -  FOURTH    CLASS II
 GW2497
 GW2497.The horizontal coordinates were established by GPS observations
 GW2497.and adjusted by the National Geodetic Survey in September 1995..
 GW2497
 GW2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2497
 GW2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2497
 GW2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2497
 GW2497.The ellipsoidal height was determined by GPS observations
 GW2497.and is referenced to NAD 83.
 GW2497
 GW2497.The geoid height was determined by GEOID03.
 GW2497
 GW2497;                    North         East     Units Scale Factor Converg.
 GW2497;SPC VA S     - 1,094,204.709 3,448,510.529   MT  0.99995068   -0 21 07.0
 GW2497;SPC VA S     - 3,589,903.28 11,313,988.29   sFT  0.99995068   -0 21 07.0
 GW2497;UTM  17      - 4,116,655.373   670,449.342   MT  0.99995790   +1 09 38.4
 GW2497
 GW2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2497!SPC VA S     -   0.99996996  x   0.99995068  =   0.99992064
 GW2497!UTM  17      -   0.99996996  x   0.99995790  =   0.99992786
 GW2497
 GW2497                          SUPERSEDED SURVEY CONTROL
 GW2497
 GW2497  ELLIP H (09/08/95)  191.47   (m)                       GP(       ) 4 2
 GW2497  NAD 83(1993)-  37 10 50.86604(N)    079 04 47.51523(W) AD(       ) 1
 GW2497  NAD 83(1986)-  37 10 50.86885(N)    079 04 47.52753(W) AD(       ) 1
 GW2497  NGVD 29 (07/01/93)  223.2    (m)          732.     (f) GPS OBS        
 GW2497
 GW2497.Superseded values are not recommended for survey control.
 GW2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2497.See file dsdata.txt to determine how the superseded data were derived.
 GW2497
 GW2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7044916655(NAD 83)
 GW2497_MARKER: DD = SURVEY DISK
 GW2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2497_SP_SET: CONCRETE POST
 GW2497_STAMPING: 15-0205
 GW2497_MARK LOGO: VADHT 
 GW2497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2497+STABILITY: SURFACE MOTION
 GW2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2497+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 GW2497
 GW2497  HISTORY     - Date     Condition        Report By
 GW2497  HISTORY     - 1991     MONUMENTED       VADHT
 GW2497  HISTORY     - 19920210 GOOD             MSI
 GW2497
 GW2497                          STATION DESCRIPTION
 GW2497
 GW2497'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2497'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2497'MI (2.3 KM) NORTH OF THE TOWN OF GLADYS, ON THE WEST SIDE OF U.S.
 GW2497'501.
 GW2497'TO REACH THE STATION FORM THE INTERSECTION OF U.S. 501 AND S.R. 761,
 GW2497'PROCEED 1.4 MI (2.3 KM) NORTH ALONG U.S. 501 TO THE STATION ON THE
 GW2497'LEFT.
 GW2497'THE STATION IS A 3.25 INCH ALUMINUM VIRGINIA DEPARTMENT OF
 GW2497'TRANSPROTATION DISK SET IN THE TOP OF A CONCRETE MONUMENT
 GW2497'APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 15-0205. THE
 GW2497'DISK IS LOCATED 21.5 FT (6.6 M) WEST OF THE CENTERLINE OF U.S. 501,
 GW2497'66.5 FT (20.3 M) SOUTHEAST OF TELEPHONE POLE NUMBER C122, AND 72.2 FT
 GW2497'(22.0 M) NORTHWEST OF POWER POLE NUMBER BK-93-D234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2508 ***********************************************************************
 GV2508  DESIGNATION -  15 D USGS
 GV2508  PID         -  GV2508
 GV2508  STATE/COUNTY-  VA/HANOVER
 GV2508  USGS QUAD   -  ASHLAND (1985)
 GV2508
 GV2508                         *CURRENT SURVEY CONTROL
 GV2508  ___________________________________________________________________
 GV2508* NAD 83(1986)-  37 52 20.     (N)    077 29 57.     (W)     SCALED    
 GV2508* NAVD 88     -        64.462  (meters)     211.49   (feet)  ADJUSTED  
 GV2508  ___________________________________________________________________
 GV2508  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GV2508  DYNAMIC HT  -          64.420 (meters)     211.35  (feet)  COMP
 GV2508  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 GV2508
 GV2508  VERT ORDER  -  SECOND    CLASS 0
 GV2508
 GV2508.The horizontal coordinates were scaled from a topographic map and have
 GV2508.an estimated accuracy of +/- 6 seconds.
 GV2508
 GV2508.The orthometric height was determined by differential leveling
 GV2508.and adjusted by the National Geodetic Survey in June 1991..
 GV2508
 GV2508.The geoid height was determined by GEOID03.
 GV2508
 GV2508.The dynamic height is computed by dividing the NAVD 88
 GV2508.geopotential number by the normal gravity value computed on the
 GV2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2508.degrees latitude (g = 980.6199 gals.).
 GV2508
 GV2508.The modeled gravity was interpolated from observed gravity values.
 GV2508
 GV2508;                    North         East    Units  Estimated Accuracy
 GV2508;SPC VA S     - 1,171,250.    3,588,060.      MT  (+/- 180 meters Scaled)
 GV2508
 GV2508                          SUPERSEDED SURVEY CONTROL
 GV2508
 GV2508  NGVD 29 (??/??/??)   64.740  (m)          212.40   (f) ADJUSTED    2 0
 GV2508
 GV2508.Superseded values are not recommended for survey control.
 GV2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2508.See file dsdata.txt to determine how the superseded data were derived.
 GV2508
 GV2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG801945(NAD 83)
 GV2508_MARKER: DD = SURVEY DISK
 GV2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2508_STAMPING: 15 D 1929
 GV2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2508+STABILITY: SURFACE MOTION
 GV2508
 GV2508  HISTORY     - Date     Condition        Report By
 GV2508  HISTORY     - 1929     MONUMENTED       USGS
 GV2508  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2508  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2508  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2508
 GV2508                          STATION DESCRIPTION
 GV2508
 GV2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2508'2.4 MI NW FROM DOSWELL.
 GV2508'2.4 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV2508'THE GENERAL STORE AT DOSWELL, HANOVER COUNTY, ABOUT 65 FEET
 GV2508'SOUTHWEST OF THE CENTER OF THE SECOND ROAD-CROSSING WEST OF
 GV2508'DOSWELL, 30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 GV2508'30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A UNITED STATES
 GV2508'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 15 D 1929 AND PAINTED
 GV2508'U.S.B.M. 212.4.
 GV2508
 GV2508                          STATION RECOVERY (1997)
 GV2508
 GV2508'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2508'MARK NOT FOUND.
 GV2508
 GV2508                          STATION RECOVERY (2002)
 GV2508
 GV2508'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0159 ***********************************************************************
 FX0159  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0159  DESIGNATION -  15 USE
 FX0159  PID         -  FX0159
 FX0159  STATE/COUNTY-  VA/C OF NORFOLK
 FX0159  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0159
 FX0159                         *CURRENT SURVEY CONTROL
 FX0159  ___________________________________________________________________
 FX0159* NAD 83(1986)-  36 48 45.     (N)    076 17 19.     (W)     SCALED    
 FX0159* NAVD 88     -         2.852  (meters)       9.36   (feet)  ADJUSTED  
 FX0159  ___________________________________________________________________
 FX0159  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0159  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 FX0159  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 FX0159
 FX0159  VERT ORDER  -  FIRST     CLASS I
 FX0159
 FX0159.The horizontal coordinates were scaled from a topographic map and have
 FX0159.an estimated accuracy of +/- 6 seconds.
 FX0159
 FX0159.The orthometric height was determined by differential leveling
 FX0159.and adjusted by the National Geodetic Survey in June 1991..
 FX0159.WARNING-Repeat measurements at this control monument indicate possible
 FX0159.vertical movement.
 FX0159
 FX0159.This Tidal Bench Mark is designated as VM 3533
 FX0159.by the Center for Operational Oceanographic Products and Services.
 FX0159
 FX0159.The geoid height was determined by GEOID03.
 FX0159
 FX0159.The dynamic height is computed by dividing the NAVD 88
 FX0159.geopotential number by the normal gravity value computed on the
 FX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0159.degrees latitude (g = 980.6199 gals.).
 FX0159
 FX0159.The modeled gravity was interpolated from observed gravity values.
 FX0159
 FX0159;                    North         East    Units  Estimated Accuracy
 FX0159;SPC VA S     - 1,055,490.    3,697,300.      MT  (+/- 180 meters Scaled)
 FX0159
 FX0159                          SUPERSEDED SURVEY CONTROL
 FX0159
 FX0159.No superseded survey control is available for this station.
 FX0159
 FX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF850748(NAD 83)
 FX0159_MARKER: DD = SURVEY DISK
 FX0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0159_SP_SET: BRIDGE
 FX0159_STAMPING: BM 15 ELEV 12.13
 FX0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0159
 FX0159  HISTORY     - Date     Condition        Report By
 FX0159  HISTORY     - UNK      MONUMENTED       DOD
 FX0159  HISTORY     - 1971     GOOD             NGS
 FX0159  HISTORY     - 1978     GOOD             NGS
 FX0159  HISTORY     - 19981205 POOR             USPSQD
 FX0159  HISTORY     - 20031213 POOR             USPSQD
 FX0159
 FX0159                          STATION DESCRIPTION
 FX0159
 FX0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0159'AT CHESAPEAKE.
 FX0159'AT CHESAPEAKE, NEAR THE WEST END OF THE ROYSTER COMPANY BUILDING,
 FX0159'SET IN THE TOP AND 1.4 FEET NORTH OF THE SOUTH END OF THE EAST
 FX0159'CONCRETE ABUTMENT FOR AN ABANDONED NORFOLK AND PORTSMOUTH BELT
 FX0159'LINE RAILROAD BRIDGE OVER THE SOUTHERN BRANCH OF THE ELIZABETH
 FX0159'RIVER, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK THAT LEADS
 FX0159'ACROSS THE RIVER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FX0159'TRACK.  NOTE-- THE RAILROAD BRIDGE THAT IS NOW USED IS SOUTH OF
 FX0159'THIS MARK.
 FX0159
 FX0159                          STATION RECOVERY (1978)
 FX0159
 FX0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0159'BENCH MARK RECOVERED.  NOTE=THERE IS NO LONGER A BRIDGE ON THIS
 FX0159'PIER, A NEW BRIDGE 40 FEET TO THE SOUTH IS USED.
 FX0159'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 FX0159
 FX0159                          STATION RECOVERY (1998)
 FX0159
 FX0159'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0159'MARK RECOVERED IN POOR CONDITION.
 FX0159
 FX0159                          STATION RECOVERY (2003)
 FX0159
 FX0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0159'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0961 ***********************************************************************
 GV0961  DESIGNATION -  15 USGS
 GV0961  PID         -  GV0961
 GV0961  STATE/COUNTY-  VA/RICHMOND
 GV0961  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0961
 GV0961                         *CURRENT SURVEY CONTROL
 GV0961  ___________________________________________________________________
 GV0961* NAD 83(1986)-  37 56 24.     (N)    076 50 32.     (W)     SCALED    
 GV0961* NAVD 88     -         4.516  (meters)      14.82   (feet)  ADJUSTED  
 GV0961  ___________________________________________________________________
 GV0961  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 GV0961  DYNAMIC HT  -           4.513 (meters)      14.81  (feet)  COMP
 GV0961  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 GV0961
 GV0961  VERT ORDER  -  FIRST     CLASS I
 GV0961
 GV0961.The horizontal coordinates were scaled from a topographic map and have
 GV0961.an estimated accuracy of +/- 6 seconds.
 GV0961
 GV0961.The orthometric height was determined by differential leveling
 GV0961.and adjusted by the National Geodetic Survey in June 1991..
 GV0961
 GV0961.The geoid height was determined by GEOID03.
 GV0961
 GV0961.The dynamic height is computed by dividing the NAVD 88
 GV0961.geopotential number by the normal gravity value computed on the
 GV0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0961.degrees latitude (g = 980.6199 gals.).
 GV0961
 GV0961.The modeled gravity was interpolated from observed gravity values.
 GV0961
 GV0961;                    North         East    Units  Estimated Accuracy
 GV0961;SPC VA S     - 1,179,590.    3,645,720.      MT  (+/- 180 meters Scaled)
 GV0961
 GV0961                          SUPERSEDED SURVEY CONTROL
 GV0961
 GV0961  NGVD 29 (05/17/90)    4.762  (m)           15.62   (f) ADJUSTED    1 1
 GV0961
 GV0961.Superseded values are not recommended for survey control.
 GV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0961.See file dsdata.txt to determine how the superseded data were derived.
 GV0961
 GV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH381007(NAD 83)
 GV0961_MARKER: Q = CHISELED SQUARE
 GV0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0961_SP_SET: ABUTMENT
 GV0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0961+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV0961
 GV0961  HISTORY     - Date     Condition        Report By
 GV0961  HISTORY     - UNK      MONUMENTED       USGS
 GV0961  HISTORY     - 1971     GOOD             NGS
 GV0961  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0961  HISTORY     - 1989     GOOD             USPSQD
 GV0961  HISTORY     - 19990306 GOOD             USPSQD
 GV0961  HISTORY     - 20031028 GOOD             USPSQD
 GV0961  HISTORY     - 20051130 GOOD             USPSQD
 GV0961
 GV0961                          STATION DESCRIPTION
 GV0961
 GV0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0961'1.3 MI NE FROM TAPPAHANNOCK.
 GV0961'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION
 GV0961'OF U.S. HIGHWAY 17 AT TAPPAHANNOCK, AT THE NORTHEAST END OF
 GV0961'THE HIGHWAY BRIDGE OVER THE RAPPAHANNOCK RIVER, 16 FEET SOUTHEAST
 GV0961'OF THE CENTER LINE OF THE HIGHWAY, AND IS A CHISELED SQUARE IN
 GV0961'THE CONCRETE ABUTMENT.NOTE--A CHECK AGAINST THE PREVIOUS ELEVATION
 GV0961'INDICATES THIS MAY NOT BE THE ORIGINAL POINT HELD AS DESCRIBED
 GV0961'IN 370764-111 DATED MAY 1969.  THIS IS THE ONLY CHISELED SQUARE
 GV0961'RECOVERED AT THE DESCRIBED LOCATION.
 GV0961
 GV0961                          STATION RECOVERY (1987)
 GV0961
 GV0961'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0961'MARK NOT FOUND.
 GV0961
 GV0961                          STATION RECOVERY (1989)
 GV0961
 GV0961'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0961'RECOVERED IN GOOD CONDITION.
 GV0961
 GV0961                          STATION RECOVERY (1999)
 GV0961
 GV0961'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0961'RECOVERED IN GOOD CONDITION.
 GV0961
 GV0961                          STATION RECOVERY (2003)
 GV0961
 GV0961'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0961'RECOVERED IN GOOD CONDITION.
 GV0961
 GV0961                          STATION RECOVERY (2005)
 GV0961
 GV0961'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1260 ***********************************************************************
 GW1260  DESIGNATION -  15 VADH
 GW1260  PID         -  GW1260
 GW1260  STATE/COUNTY-  VA/CAMPBELL
 GW1260  USGS QUAD   -  CITY FARM (1985)
 GW1260
 GW1260                         *CURRENT SURVEY CONTROL
 GW1260  ___________________________________________________________________
 GW1260* NAD 83(1986)-  37 19 46.     (N)    079 11 26.     (W)     SCALED    
 GW1260* NAVD 88     -       285.624  (meters)     937.08   (feet)  ADJUSTED  
 GW1260  ___________________________________________________________________
 GW1260  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GW1260  DYNAMIC HT  -         285.407 (meters)     936.37  (feet)  COMP
 GW1260  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 GW1260
 GW1260  VERT ORDER  -  FIRST     CLASS II
 GW1260
 GW1260.The horizontal coordinates were scaled from a topographic map and have
 GW1260.an estimated accuracy of +/- 6 seconds.
 GW1260
 GW1260.The orthometric height was determined by differential leveling
 GW1260.and adjusted by the National Geodetic Survey in June 1991..
 GW1260
 GW1260.The geoid height was determined by GEOID03.
 GW1260
 GW1260.The dynamic height is computed by dividing the NAVD 88
 GW1260.geopotential number by the normal gravity value computed on the
 GW1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1260.degrees latitude (g = 980.6199 gals.).
 GW1260
 GW1260.The modeled gravity was interpolated from observed gravity values.
 GW1260
 GW1260;                    North         East    Units  Estimated Accuracy
 GW1260;SPC VA S     - 1,110,770.    3,438,800.      MT  (+/- 180 meters Scaled)
 GW1260
 GW1260                          SUPERSEDED SURVEY CONTROL
 GW1260
 GW1260.No superseded survey control is available for this station.
 GW1260
 GW1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB603329(NAD 83)
 GW1260_MARKER: B = BOLT
 GW1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1260_SP_SET: OVERPASS
 GW1260_STAMPING: BM 15
 GW1260_MARK LOGO: VADH  
 GW1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1260
 GW1260  HISTORY     - Date     Condition        Report By
 GW1260  HISTORY     - UNK      MONUMENTED       VADH
 GW1260  HISTORY     - 1964     GOOD             NGS
 GW1260  HISTORY     - 1983     GOOD             NGS
 GW1260  HISTORY     - 1987     GOOD             USPSQD
 GW1260
 GW1260                          STATION DESCRIPTION
 GW1260
 GW1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1260'6 MI SW FROM LYNCHBURG.
 GW1260'ABOUT 6 MILES SOUTHWEST ALONG SOUTHERN RAILROAD FROM THE STATION
 GW1260'IN LYNCHBURG TO THE MARK SET IN THE TOP SOUTHEAST WINGWALL OF A
 GW1260'OVERPASS, WHICH IS U.S. HIGHWAY 29, OVER SOUTHERN RAILROAD, 16
 GW1260'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH
 GW1260'THE HIGHWAY.
 GW1260
 GW1260                          STATION RECOVERY (1983)
 GW1260
 GW1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1260'RECOVERED IN GOOD CONDITION.
 GW1260
 GW1260                          STATION RECOVERY (1987)
 GW1260
 GW1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 GW1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5709 ***********************************************************************
 GV5709  DESIGNATION -  150 C OF R 1972
 GV5709  PID         -  GV5709
 GV5709  STATE/COUNTY-  VA/C OF RICHMOND
 GV5709  USGS QUAD   -  BON AIR (1994)
 GV5709
 GV5709                         *CURRENT SURVEY CONTROL
 GV5709  ___________________________________________________________________
 GV5709* NAD 83(1993)-  37 31 46.19051(N)    077 30 08.83525(W)     ADJUSTED  
 GV5709* NAVD 88     -        59.10   (+/-2cm)     193.9    (feet)  VERTCON   
 GV5709  ___________________________________________________________________
 GV5709  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5709  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5709
 GV5709  HORZ ORDER  -  SECOND
 GV5709  VERT ORDER  -  THIRD ? (See Below)
 GV5709
 GV5709.The horizontal coordinates were established by classical geodetic methods
 GV5709.and adjusted by the National Geodetic Survey in November 1994..
 GV5709
 GV5709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5709.The vertical order pertains to the NGVD 29 superseded value.
 GV5709
 GV5709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5709
 GV5709.The geoid height was determined by GEOID03.
 GV5709
 GV5709;                    North         East     Units Scale Factor Converg.
 GV5709;SPC VA S     - 1,133,210.731 3,588,167.613   MT  0.99994939   +0 36 19.6
 GV5709;SPC VA S     - 3,717,875.54 11,772,179.91   sFT  0.99994939   +0 36 19.6
 GV5709;UTM  18      - 4,156,556.550   278,876.628   MT  1.00020232   -1 31 30.1
 GV5709
 GV5709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5709!SPC VA S     -   0.99999590  x   0.99994939  =   0.99994529
 GV5709!UTM  18      -   0.99999590  x   1.00020232  =   1.00019821
 GV5709
 GV5709:                Primary Azimuth Mark                     Grid Az
 GV5709:SPC VA S     -  153 C OF R 1972                          241 21 55.0
 GV5709:UTM  18      -  153 C OF R 1972                          243 29 44.7
 GV5709
 GV5709|---------------------------------------------------------------------|
 GV5709| PID    Reference Object                     Distance      Geod. Az  |
 GV5709|                                                           dddmmss.s |
 GV5709| GV5722 153 C OF R 1972                     APPROX. 0.8 KM 2415814.6 |
 GV5709| GV5714 149 C OF R 1972                     368.939 METERS 30014     |
 GV5709|---------------------------------------------------------------------|
 GV5709
 GV5709                          SUPERSEDED SURVEY CONTROL
 GV5709
 GV5709  NAD 83(1986)-  37 31 46.19663(N)    077 30 08.85205(W) AD(       ) 2
 GV5709  NAD 27      -  37 31 45.66791(N)    077 30 09.90549(W) AD(       ) 2
 GV5709  NGVD 29 (07/19/86)   59.41   (m)          194.9    (f) LEVELING    3  
 GV5709
 GV5709.Superseded values are not recommended for survey control.
 GV5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5709.See file dsdata.txt to determine how the superseded data were derived.
 GV5709
 GV5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7887756557(NAD 83)
 GV5709_MARKER: Z = SEE DESCRIPTION
 GV5709_SETTING: 0 = UNSPECIFIED SETTING
 GV5709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5709
 GV5709  HISTORY     - Date     Condition        Report By
 GV5709  HISTORY     - 1972     MONUMENTED       VA2060
 GV5709  HISTORY     - 19951206 GOOD             USPSQD
 GV5709  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5709  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5709
 GV5709                          STATION DESCRIPTION
 GV5709
 GV5709'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5709'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5709'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5709'AVE., THENCE EAST ON FOREST HILL AVE. 3.65 MILES TO POINT NO. 150.
 GV5709'
 GV5709'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5709'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5709'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5709'8 INCHES BELOW GROUND.
 GV5709'
 GV5709'28.9 FEET N.E. OF C/L OF FOREST HILL AVE., 28.7 FEET S.E. OF VEPCO
 GV5709'POLE NO. WG-62, 46.4 FEET W. OF S.W. CORNER OF 2-STORY BRICK AND
 GV5709'FRAME DWL., 5.9 FEET W. OF CENTER OF STORM SEWER M.H.
 GV5709'
 GV5709'NEAREST TOWN--RICHMOND.
 GV5709
 GV5709                          STATION RECOVERY (1995)
 GV5709
 GV5709'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5709'RECOVERED IN GOOD CONDITION.
 GV5709
 GV5709                          STATION RECOVERY (1999)
 GV5709
 GV5709'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5709'MARK NOT FOUND.
 GV5709
 GV5709                          STATION RECOVERY (2004)
 GV5709
 GV5709'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2919 ***********************************************************************
 HV2919  DESIGNATION -  150 USGS
 HV2919  PID         -  HV2919
 HV2919  STATE/COUNTY-  VA/CAROLINE
 HV2919  USGS QUAD   -  PORT ROYAL (1968)
 HV2919
 HV2919                         *CURRENT SURVEY CONTROL
 HV2919  ___________________________________________________________________
 HV2919* NAD 83(1986)-  38 08 41.     (N)    077 10 23.     (W)     SCALED    
 HV2919* NAVD 88     -        10.833  (meters)      35.54   (feet)  ADJUSTED  
 HV2919  ___________________________________________________________________
 HV2919  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HV2919  DYNAMIC HT  -          10.826 (meters)      35.52  (feet)  COMP
 HV2919  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 HV2919  OBS GRAVITY -     979,999.8   (mgal)                       GRAV_OBS
 HV2919
 HV2919  VERT ORDER  -  FIRST     CLASS I
 HV2919
 HV2919.The horizontal coordinates were scaled from a topographic map and have
 HV2919.an estimated accuracy of +/- 6 seconds.
 HV2919
 HV2919.The orthometric height was determined by differential leveling
 HV2919.and adjusted by the National Geodetic Survey in June 1991..
 HV2919
 HV2919.The geoid height was determined by GEOID03.
 HV2919
 HV2919.The dynamic height is computed by dividing the NAVD 88
 HV2919.geopotential number by the normal gravity value computed on the
 HV2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2919.degrees latitude (g = 980.6199 gals.).
 HV2919
 HV2919.The modeled gravity was interpolated from observed gravity values.
 HV2919.The observed gravity was obtained from relative gravimeter ties
 HV2919.to the IGSN71 gravity network.
 HV2919
 HV2919;                    North         East    Units  Estimated Accuracy
 HV2919;SPC VA N     - 2,053,900.    3,616,310.      MT  (+/- 180 meters Scaled)
 HV2919
 HV2919                          SUPERSEDED SURVEY CONTROL
 HV2919
 HV2919  NGVD 29 (??/??/??)   11.081  (m)           36.35   (f) ADJUSTED    1 1
 HV2919
 HV2919.Superseded values are not recommended for survey control.
 HV2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2919.See file dsdata.txt to determine how the superseded data were derived.
 HV2919
 HV2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH095241(NAD 83)
 HV2919_MARKER: DD = SURVEY DISK
 HV2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2919_STAMPING: 36 150 MLS 1967
 HV2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2919+STABILITY: SURFACE MOTION
 HV2919
 HV2919  HISTORY     - Date     Condition        Report By
 HV2919  HISTORY     - 1967     MONUMENTED       USGS
 HV2919  HISTORY     - 1972     GOOD             NGS
 HV2919  HISTORY     - 1978     GOOD             DMA
 HV2919  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2919  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2919
 HV2919                          STATION DESCRIPTION
 HV2919
 HV2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2919'2 MI SE FROM PORT ROYAL.
 HV2919'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE
 HV2919'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, 64.7 FEET SOUTH
 HV2919'OF THE CENTER LINE OF THE U.S. HIGHWAY, 23 FEET EAST OF THE CENTER
 HV2919'LINE OF COUNTY ROAD 620 WHICH IS GRAVELED, 7 FEET SOUTH OF A POWER
 HV2919'LINE POLE WITH TWO GUY WIRES, 0.8 FOOT NORTH OF A METAL WITNESS
 HV2919'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HV2919'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2919
 HV2919                          STATION RECOVERY (1978)
 HV2919
 HV2919'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2919'RECOVERED IN GOOD CONDITION.
 HV2919
 HV2919                          STATION RECOVERY (1995)
 HV2919
 HV2919'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2919'MARK NOT FOUND.
 HV2919
 HV2919                          STATION RECOVERY (2002)
 HV2919
 HV2919'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5298 ***********************************************************************
 GV5298  DESIGNATION -  151 C OF R 1972
 GV5298  PID         -  GV5298
 GV5298  STATE/COUNTY-  VA/C OF RICHMOND
 GV5298  USGS QUAD   -  RICHMOND (1994)
 GV5298
 GV5298                         *CURRENT SURVEY CONTROL
 GV5298  ___________________________________________________________________
 GV5298* NAD 83(1993)-  37 31 31.62126(N)    077 29 49.10255(W)     ADJUSTED  
 GV5298* NAVD 88     -        65.44   (+/-2cm)     214.7    (feet)  VERTCON   
 GV5298  ___________________________________________________________________
 GV5298  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV5298  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5298
 GV5298  HORZ ORDER  -  SECOND
 GV5298  VERT ORDER  -  THIRD ? (See Below)
 GV5298
 GV5298.The horizontal coordinates were established by classical geodetic methods
 GV5298.and adjusted by the National Geodetic Survey in November 1994..
 GV5298
 GV5298.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5298.The vertical order pertains to the NGVD 29 superseded value.
 GV5298
 GV5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5298
 GV5298.The geoid height was determined by GEOID03.
 GV5298
 GV5298;                    North         East     Units Scale Factor Converg.
 GV5298;SPC VA S     - 1,132,766.744 3,588,656.830   MT  0.99994919   +0 36 31.5
 GV5298;SPC VA S     - 3,716,418.89 11,773,784.95   sFT  0.99994919   +0 36 31.5
 GV5298;UTM  18      - 4,156,094.568   279,349.120   MT  1.00019974   -1 31 17.6
 GV5298
 GV5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5298!SPC VA S     -   0.99999490  x   0.99994919  =   0.99994409
 GV5298!UTM  18      -   0.99999490  x   1.00019974  =   1.00019464
 GV5298
 GV5298|---------------------------------------------------------------------|
 GV5298| PID    Reference Object                     Distance      Geod. Az  |
 GV5298|                                                           dddmmss.s |
 GV5298| GV5296 152 C OF R 1972                     130.238 METERS 13853     |
 GV5298| GV5709 150 C OF R 1972                     APPROX. 0.7 KM 3125002.3 |
 GV5298|---------------------------------------------------------------------|
 GV5298
 GV5298                          SUPERSEDED SURVEY CONTROL
 GV5298
 GV5298  NAD 83(1986)-  37 31 31.62739(N)    077 29 49.11938(W) AD(       ) 2
 GV5298  NAD 27      -  37 31 31.09868(N)    077 29 50.17315(W) AD(       ) 2
 GV5298  NGVD 29 (07/19/86)   65.75   (m)          215.7    (f) LEVELING    3  
 GV5298
 GV5298.Superseded values are not recommended for survey control.
 GV5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5298.See file dsdata.txt to determine how the superseded data were derived.
 GV5298
 GV5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7934956095(NAD 83)
 GV5298_MARKER: Z = SEE DESCRIPTION
 GV5298_SETTING: 0 = UNSPECIFIED SETTING
 GV5298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5298+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5298
 GV5298  HISTORY     - Date     Condition        Report By
 GV5298  HISTORY     - 1972     MONUMENTED       VA2060
 GV5298  HISTORY     - 19951206 GOOD             USPSQD
 GV5298  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5298  HISTORY     - 20040302 GOOD             USPSQD
 GV5298
 GV5298                          STATION DESCRIPTION
 GV5298
 GV5298'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5298'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5298'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5298'AVE., THENCE EAST ON FOREST HILL AVE. 4.00 MILES TO POINT NO. 151.
 GV5298'
 GV5298'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5298'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5298'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5298'8 INCHES BELOW GROUND.
 GV5298'
 GV5298'12.4 FEET S.W. OF FACE OF CURB OF FOREST HILL AVE., 85.6 FEET N.E. OF
 GV5298'N.E. CORNER OF BRICK RESCUE SQUAD, 44.7 FEET S.E. OF VEPCO POLE NO.
 GV5298'BD-61, 91.4 FEET N.N.E. OF VEPCO LIGHT POLE NO. BC-89.
 GV5298'
 GV5298'NEAREST TOWN--RICHMOND.
 GV5298
 GV5298                          STATION RECOVERY (1995)
 GV5298
 GV5298'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5298'RECOVERED IN GOOD CONDITION.
 GV5298
 GV5298                          STATION RECOVERY (2000)
 GV5298
 GV5298'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5298'MARK NOT FOUND.
 GV5298
 GV5298                          STATION RECOVERY (2004)
 GV5298
 GV5298'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5298'THE MARK IS 82.11 FT NE OF NNE CORNER OF BRICK RESCUE SQUADRON BLDG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5296 ***********************************************************************
 GV5296  DESIGNATION -  152 C OF R 1972
 GV5296  PID         -  GV5296
 GV5296  STATE/COUNTY-  VA/C OF RICHMOND
 GV5296  USGS QUAD   -  RICHMOND (1994)
 GV5296
 GV5296                         *CURRENT SURVEY CONTROL
 GV5296  ___________________________________________________________________
 GV5296* NAD 83(1993)-  37 31 28.43870(N)    077 29 45.61465(W)     ADJUSTED  
 GV5296* NAVD 88     -        58.97   (+/-2cm)     193.5    (feet)  VERTCON   
 GV5296  ___________________________________________________________________
 GV5296  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV5296  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5296
 GV5296  HORZ ORDER  -  SECOND
 GV5296  VERT ORDER  -  THIRD ? (See Below)
 GV5296
 GV5296.The horizontal coordinates were established by classical geodetic methods
 GV5296.and adjusted by the National Geodetic Survey in November 1994..
 GV5296
 GV5296.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5296.The vertical order pertains to the NGVD 29 superseded value.
 GV5296
 GV5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5296
 GV5296.The geoid height was determined by GEOID03.
 GV5296
 GV5296;                    North         East     Units Scale Factor Converg.
 GV5296;SPC VA S     - 1,132,669.547 3,588,743.507   MT  0.99994915   +0 36 33.7
 GV5296;SPC VA S     - 3,716,100.01 11,774,069.32   sFT  0.99994915   +0 36 33.7
 GV5296;UTM  18      - 4,155,994.191   279,432.145   MT  1.00019929   -1 31 15.4
 GV5296
 GV5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5296!SPC VA S     -   0.99999592  x   0.99994915  =   0.99994507
 GV5296!UTM  18      -   0.99999592  x   1.00019929  =   1.00019521
 GV5296
 GV5296|---------------------------------------------------------------------|
 GV5296| PID    Reference Object                     Distance      Geod. Az  |
 GV5296|                                                           dddmmss.s |
 GV5296| GV5298 151 C OF R 1972                     130.238 METERS 31853     |
 GV5296| GV5299 44                                  APPROX. 0.7 KM 3475617.8 |
 GV5296|---------------------------------------------------------------------|
 GV5296
 GV5296                          SUPERSEDED SURVEY CONTROL
 GV5296
 GV5296  NAD 83(1986)-  37 31 28.44484(N)    077 29 45.63148(W) AD(       ) 2
 GV5296  NAD 27      -  37 31 27.91610(N)    077 29 46.68530(W) AD(       ) 2
 GV5296  NGVD 29 (07/19/86)   59.28   (m)          194.5    (f) LEVELING    3  
 GV5296
 GV5296.Superseded values are not recommended for survey control.
 GV5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5296.See file dsdata.txt to determine how the superseded data were derived.
 GV5296
 GV5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7943255994(NAD 83)
 GV5296_MARKER: Z = SEE DESCRIPTION
 GV5296_SETTING: 0 = UNSPECIFIED SETTING
 GV5296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5296
 GV5296  HISTORY     - Date     Condition        Report By
 GV5296  HISTORY     - 1972     MONUMENTED       VA2060
 GV5296  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5296  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5296  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5296
 GV5296                          STATION DESCRIPTION
 GV5296
 GV5296'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5296'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5296'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5296'AVE., THENCE EAST ON FOREST HILL AVE. 4.05 MILES TO POINT NO. 152.
 GV5296'
 GV5296'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5296'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5296'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5296'8 INCHES BELOW GROUND.
 GV5296'
 GV5296'12.36 FEET W. OF C/L OF SOUTHBOUND TRACKS, 45.8 FEET S.E. OF POWER
 GV5296'POLE, 196.8 FEET N. OF WHISTLE POST, 207.5 FEET S. OF SOUTH END OF
 GV5296'BRIDGE PIER.
 GV5296'
 GV5296'NEAREST TOWN--RICHMOND.
 GV5296
 GV5296                          STATION RECOVERY (1995)
 GV5296
 GV5296'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5296'MARK NOT FOUND.
 GV5296
 GV5296                          STATION RECOVERY (2000)
 GV5296
 GV5296'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5296'MARK NOT FOUND.
 GV5296
 GV5296                          STATION RECOVERY (2004)
 GV5296
 GV5296'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1193 ***********************************************************************
 GV1193  DESIGNATION -  152 USGS
 GV1193  PID         -  GV1193
 GV1193  STATE/COUNTY-  VA/HANOVER
 GV1193  USGS QUAD   -  ASHLAND (1985)
 GV1193
 GV1193                         *CURRENT SURVEY CONTROL
 GV1193  ___________________________________________________________________
 GV1193* NAD 83(1986)-  37 47 52.     (N)    077 28 11.     (W)     SCALED    
 GV1193* NAVD 88     -        46.054  (meters)     151.10   (feet)  ADJUSTED  
 GV1193  ___________________________________________________________________
 GV1193  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GV1193  DYNAMIC HT  -          46.023 (meters)     150.99  (feet)  COMP
 GV1193  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 GV1193
 GV1193  VERT ORDER  -  FIRST     CLASS II
 GV1193
 GV1193.The horizontal coordinates were scaled from a topographic map and have
 GV1193.an estimated accuracy of +/- 6 seconds.
 GV1193
 GV1193.The orthometric height was determined by differential leveling
 GV1193.and adjusted by the National Geodetic Survey in June 1991..
 GV1193
 GV1193.The geoid height was determined by GEOID03.
 GV1193
 GV1193.The dynamic height is computed by dividing the NAVD 88
 GV1193.geopotential number by the normal gravity value computed on the
 GV1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1193.degrees latitude (g = 980.6199 gals.).
 GV1193
 GV1193.The modeled gravity was interpolated from observed gravity values.
 GV1193
 GV1193;                    North         East    Units  Estimated Accuracy
 GV1193;SPC VA S     - 1,163,020.    3,590,740.      MT  (+/- 180 meters Scaled)
 GV1193
 GV1193                          SUPERSEDED SURVEY CONTROL
 GV1193
 GV1193  NGVD 29 (??/??/??)   46.345  (m)          152.05   (f) ADJUSTED    1 2
 GV1193
 GV1193.Superseded values are not recommended for survey control.
 GV1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1193.See file dsdata.txt to determine how the superseded data were derived.
 GV1193
 GV1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG825862(NAD 83)
 GV1193_MARKER: P = PIPE CAP
 GV1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1193_STAMPING: 152
 GV1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1193
 GV1193  HISTORY     - Date     Condition        Report By
 GV1193  HISTORY     - UNK      MONUMENTED       USGS
 GV1193  HISTORY     - 1960     POOR             CGS
 GV1193  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1193  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1193  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1193  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1193  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1193
 GV1193                          STATION DESCRIPTION
 GV1193
 GV1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1193'2.7 MI NE FROM ASHLAND.
 GV1193'ABOUT 2.7 MILES NORTHEAST ALONG THE RICHMOND FREDRICKSBURG AND
 GV1193'POTOMAC RAILROAD FROM THE STATION AT ASHLAND, AT ELLET, 192 1/2
 GV1193'FEET SOUTH OF THE SOUTHEAST CORNER OF OVERPASS OF R. F. AND P.
 GV1193'RR. OVER ROAD 641 (OLD HIGHWAY 1), 37 FEET EAST-SOUTHEAST OF THE
 GV1193'EAST-SOUTHEAST RAIL OF NORTH-BOUND TRACK, 30 FEET SOUTHEAST OF THE
 GV1193'SOUTH END OF A 20-INCH PIPE CULVERT WITH RED BRICK HEAD WALL
 GV1193'(CULVERT IS PARALLEL WITH THE TRACK), 2 1/2 FEET SOUTHWEST OF
 GV1193'TELEPHONE POLE 109 FROM WHICH THE LINE CROSSES OVER THE TRACK,
 GV1193'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 4 INCHES.
 GV1193'THE PIPE MAY BE PARTLY RUSTED OFF AND IS SOME WHAT LOOSE IN THE
 GV1193'GROUND.
 GV1193
 GV1193                          STATION RECOVERY (1988)
 GV1193
 GV1193'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV1193'MARK NOT FOUND.
 GV1193
 GV1193                          STATION RECOVERY (1989)
 GV1193
 GV1193'RECOVERY NOTE BY US POWER SQUADRON 1989 (CE)
 GV1193'MARK NOT FOUND.
 GV1193
 GV1193                          STATION RECOVERY (1990)
 GV1193
 GV1193'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV1193'MARK NOT FOUND.
 GV1193
 GV1193                          STATION RECOVERY (1997)
 GV1193
 GV1193'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1193'MARK NOT FOUND.
 GV1193
 GV1193                          STATION RECOVERY (2002)
 GV1193
 GV1193'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1088 ***********************************************************************
 HW1088  DESIGNATION -  1520.97
 HW1088  PID         -  HW1088
 HW1088  STATE/COUNTY-  VA/ALBEMARLE
 HW1088  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW1088
 HW1088                         *CURRENT SURVEY CONTROL
 HW1088  ___________________________________________________________________
 HW1088* NAD 83(1986)-  38 06 58.     (N)    078 46 01.     (W)     SCALED    
 HW1088* NAVD 88     -       463.415  (meters)    1520.39   (feet)  ADJUSTED  
 HW1088  ___________________________________________________________________
 HW1088  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW1088  DYNAMIC HT  -         463.043 (meters)    1519.17  (feet)  COMP
 HW1088  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 HW1088
 HW1088  VERT ORDER  -  SECOND    CLASS 0
 HW1088
 HW1088.The horizontal coordinates were scaled from a topographic map and have
 HW1088.an estimated accuracy of +/- 6 seconds.
 HW1088
 HW1088.The orthometric height was determined by differential leveling
 HW1088.and adjusted by the National Geodetic Survey in June 1991..
 HW1088
 HW1088.The geoid height was determined by GEOID03.
 HW1088
 HW1088.The dynamic height is computed by dividing the NAVD 88
 HW1088.geopotential number by the normal gravity value computed on the
 HW1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1088.degrees latitude (g = 980.6199 gals.).
 HW1088
 HW1088.The modeled gravity was interpolated from observed gravity values.
 HW1088
 HW1088;                    North         East    Units  Estimated Accuracy
 HW1088;SPC VA S     - 1,197,890.    3,476,590.      MT  (+/- 180 meters Scaled)
 HW1088
 HW1088                          SUPERSEDED SURVEY CONTROL
 HW1088
 HW1088  NGVD 29 (??/??/92)  463.550  (m)         1520.83   (f) ADJ UNCH    2 0
 HW1088
 HW1088.Superseded values are not recommended for survey control.
 HW1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1088.See file dsdata.txt to determine how the superseded data were derived.
 HW1088
 HW1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC957210(NAD 83)
 HW1088_MARKER: N = NAIL
 HW1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1088_SP_SET: TREE
 HW1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1088
 HW1088  HISTORY     - Date     Condition        Report By
 HW1088  HISTORY     - UNK      MONUMENTED       USGS
 HW1088  HISTORY     - 1935     GOOD             NGS
 HW1088
 HW1088                          STATION DESCRIPTION
 HW1088
 HW1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1088'7 MI E FROM CRIMORA.
 HW1088'IN ALBEMARLE COUNTY, 7.0 MILES SOUTHEAST ALONG THE TURK GAP ROAD
 HW1088'FROM THE NORFOLK AND WESTERN RAILWAY STATION AT CRIMORA, AUGUSTA
 HW1088'COUNTY, 1.5 MILES NORTHEAST OF JARMAN GAP, ON THE OLD JARMAN
 HW1088'GAP-SUGAR HOLLOW ROAD, AT THE J.F. WOOD RESIDENCE IN 1935, 60
 HW1088'FEET WEST OF THE HOUSE, NEAR THE CENTER OF THE GARDEN, AND IN
 HW1088'THE SOUTH BASE OF A PECAN TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HW1088'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1137 ***********************************************************************
 HW1137  DESIGNATION -  1521
 HW1137  PID         -  HW1137
 HW1137  STATE/COUNTY-  VA/ROCKINGHAM
 HW1137  USGS QUAD   -  TIMBERVILLE (1994)
 HW1137
 HW1137                         *CURRENT SURVEY CONTROL
 HW1137  ___________________________________________________________________
 HW1137* NAD 83(1986)-  38 38 15.     (N)    078 51 11.     (W)     SCALED    
 HW1137* NAVD 88     -       325.647  (meters)    1068.39   (feet)  ADJUSTED  
 HW1137  ___________________________________________________________________
 HW1137  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW1137  DYNAMIC HT  -         325.421 (meters)    1067.65  (feet)  COMP
 HW1137  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 HW1137
 HW1137  VERT ORDER  -  SECOND    CLASS 0
 HW1137
 HW1137.The horizontal coordinates were scaled from a topographic map and have
 HW1137.an estimated accuracy of +/- 6 seconds.
 HW1137
 HW1137.The orthometric height was determined by differential leveling
 HW1137.and adjusted by the National Geodetic Survey in June 1991..
 HW1137
 HW1137.The geoid height was determined by GEOID03.
 HW1137
 HW1137.The dynamic height is computed by dividing the NAVD 88
 HW1137.geopotential number by the normal gravity value computed on the
 HW1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1137.degrees latitude (g = 980.6199 gals.).
 HW1137
 HW1137.The modeled gravity was interpolated from observed gravity values.
 HW1137
 HW1137;                    North         East    Units  Estimated Accuracy
 HW1137;SPC VA N     - 2,107,820.    3,469,260.      MT  (+/- 180 meters Scaled)
 HW1137
 HW1137                          SUPERSEDED SURVEY CONTROL
 HW1137
 HW1137  NGVD 29 (??/??/92)  325.796  (m)         1068.88   (f) ADJ UNCH    2 0
 HW1137
 HW1137.Superseded values are not recommended for survey control.
 HW1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1137.See file dsdata.txt to determine how the superseded data were derived.
 HW1137
 HW1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC868787(NAD 83)
 HW1137_MARKER: DD = SURVEY DISK
 HW1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1137_STAMPING: 1521 1934
 HW1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1137+STABILITY: SURFACE MOTION
 HW1137
 HW1137  HISTORY     - Date     Condition        Report By
 HW1137  HISTORY     - UNK      MONUMENTED       USFS
 HW1137  HISTORY     - 1960     MARK NOT FOUND   NGS
 HW1137
 HW1137                          STATION DESCRIPTION
 HW1137
 HW1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HW1137'3.3 MI NW FROM BROADWAY.
 HW1137'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 259 FROM THE SOUTHERN
 HW1137'RAILWAY STATION AT BROADWAY, ROCKINGHAM COUNTY, AT COOTES STORE,
 HW1137'60 FEET NORTHWEST OF THE STORE AND POST OFFICE, 50 FEET WEST
 HW1137'OF THE JUNCTION OF COUNTY ROAD 613, AND IN THE FENCE LINE OF
 HW1137'THE COOTES HOME.  A UNITED STATES FOREST SERVICE STANDARD
 HW1137'DISK, STAMPED 1521 1934 AND SET IN THE TOP OF A 3-INCH CONCRETE
 HW1137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5722 ***********************************************************************
 GV5722  DESIGNATION -  153 C OF R 1972
 GV5722  PID         -  GV5722
 GV5722  STATE/COUNTY-  VA/C OF RICHMOND
 GV5722  USGS QUAD   -  BON AIR (1994)
 GV5722
 GV5722                         *CURRENT SURVEY CONTROL
 GV5722  ___________________________________________________________________
 GV5722* NAD 83(1993)-  37 31 33.60377(N)    077 30 38.51880(W)     ADJUSTED  
 GV5722* NAVD 88     -        64.10   (+/-2cm)     210.3    (feet)  VERTCON   
 GV5722  ___________________________________________________________________
 GV5722  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5722  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5722
 GV5722  HORZ ORDER  -  SECOND
 GV5722  VERT ORDER  -  THIRD ? (See Below)
 GV5722
 GV5722.The horizontal coordinates were established by classical geodetic methods
 GV5722.and adjusted by the National Geodetic Survey in November 1994..
 GV5722
 GV5722.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5722.The vertical order pertains to the NGVD 29 superseded value.
 GV5722
 GV5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5722
 GV5722.The geoid height was determined by GEOID03.
 GV5722
 GV5722;                    North         East     Units Scale Factor Converg.
 GV5722;SPC VA S     - 1,132,815.055 3,587,442.938   MT  0.99994922   +0 36 01.6
 GV5722;SPC VA S     - 3,716,577.39 11,769,802.37   sFT  0.99994922   +0 36 01.6
 GV5722;UTM  18      - 4,156,187.993   278,137.556   MT  1.00020635   -1 31 47.8
 GV5722
 GV5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5722!SPC VA S     -   0.99999511  x   0.99994922  =   0.99994433
 GV5722!UTM  18      -   0.99999511  x   1.00020635  =   1.00020146
 GV5722
 GV5722:                Primary Azimuth Mark                     Grid Az
 GV5722:SPC VA S     -  150 C OF R 1972                          061 21 54.9
 GV5722:UTM  18      -  150 C OF R 1972                          063 29 44.3
 GV5722
 GV5722|---------------------------------------------------------------------|
 GV5722| PID    Reference Object                     Distance      Geod. Az  |
 GV5722|                                                           dddmmss.s |
 GV5722| GV5709 150 C OF R 1972                     APPROX. 0.8 KM 0615756.5 |
 GV5722| GV5723 154 C OF R 1972                     222.350 METERS 18200     |
 GV5722|---------------------------------------------------------------------|
 GV5722
 GV5722                          SUPERSEDED SURVEY CONTROL
 GV5722
 GV5722  NAD 83(1986)-  37 31 33.60986(N)    077 30 38.53575(W) AD(       ) 2
 GV5722  NAD 27      -  37 31 33.08055(N)    077 30 39.58797(W) AD(       ) 2
 GV5722  NGVD 29 (07/19/86)   64.41   (m)          211.3    (f) LEVELING    3  
 GV5722
 GV5722.Superseded values are not recommended for survey control.
 GV5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5722.See file dsdata.txt to determine how the superseded data were derived.
 GV5722
 GV5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7813856188(NAD 83)
 GV5722_MARKER: Z = SEE DESCRIPTION
 GV5722_SETTING: 0 = UNSPECIFIED SETTING
 GV5722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5722+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5722
 GV5722  HISTORY     - Date     Condition        Report By
 GV5722  HISTORY     - 1972     MONUMENTED       VA2060
 GV5722  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5722  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5722  HISTORY     - 20040302 GOOD             USPSQD
 GV5722
 GV5722                          STATION DESCRIPTION
 GV5722
 GV5722'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5722'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5722'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5722'AVE., THENCE EAST ON FOREST HILL AVE. 3.65 MILES TO INTERSECTION
 GV5722'WITH BLILEY RD., THENCE SOUTH ON BLILEY RD. 0.40 MILE TO POINT NO.
 GV5722'153.
 GV5722'
 GV5722'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5722'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5722'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5722'8 INCHES BELOW GROUND.
 GV5722'
 GV5722'21.3 FEET S.E. OF C/L OF BLILEY RD., 23.3 FEET E. OF VEPCO POLE NO.
 GV5722'RD43, 34.8 FEET N.E. OF 12 INCH OAK TREE, 74.3 FEET N. OF 18 INCH
 GV5722'OAK TREE.
 GV5722'
 GV5722'NEAREST TOWN--RICHMOND.
 GV5722
 GV5722                          STATION RECOVERY (1995)
 GV5722
 GV5722'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5722'MARK NOT FOUND.
 GV5722
 GV5722                          STATION RECOVERY (1999)
 GV5722
 GV5722'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5722'MARK NOT FOUND.
 GV5722
 GV5722                          STATION RECOVERY (2004)
 GV5722
 GV5722'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5722'VEPCO POLE NUMBER IS NOW 330F93
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0420 ***********************************************************************
 GX0420  DESIGNATION -  1534.1
 GX0420  PID         -  GX0420
 GX0420  STATE/COUNTY-  VA/GILES
 GX0420  USGS QUAD   -  NARROWS (1985)
 GX0420
 GX0420                         *CURRENT SURVEY CONTROL
 GX0420  ___________________________________________________________________
 GX0420* NAD 83(1986)-  37 22 18.     (N)    080 50 52.     (W)     SCALED    
 GX0420* NAVD 88     -       468.099  (meters)    1535.75   (feet)  ADJUSTED  
 GX0420  ___________________________________________________________________
 GX0420  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0420  DYNAMIC HT  -         467.697 (meters)    1534.44  (feet)  COMP
 GX0420  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 GX0420
 GX0420  VERT ORDER  -  SECOND    CLASS 0
 GX0420
 GX0420.The horizontal coordinates were scaled from a topographic map and have
 GX0420.an estimated accuracy of +/- 6 seconds.
 GX0420
 GX0420.The orthometric height was determined by differential leveling
 GX0420.and adjusted by the National Geodetic Survey in June 1991..
 GX0420
 GX0420.The geoid height was determined by GEOID03.
 GX0420
 GX0420.The dynamic height is computed by dividing the NAVD 88
 GX0420.geopotential number by the normal gravity value computed on the
 GX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0420.degrees latitude (g = 980.6199 gals.).
 GX0420
 GX0420.The modeled gravity was interpolated from observed gravity values.
 GX0420
 GX0420;                    North         East    Units  Estimated Accuracy
 GX0420;SPC VA S     - 1,117,810.    3,292,080.      MT  (+/- 180 meters Scaled)
 GX0420
 GX0420                          SUPERSEDED SURVEY CONTROL
 GX0420
 GX0420  NGVD 29 (??/??/92)  468.260  (m)         1536.28   (f) ADJ UNCH    2 0
 GX0420
 GX0420.Superseded values are not recommended for survey control.
 GX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0420.See file dsdata.txt to determine how the superseded data were derived.
 GX0420
 GX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB134361(NAD 83)
 GX0420_MARKER: Q = CHISELED SQUARE
 GX0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0420_SP_SET: CULVERT
 GX0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0420
 GX0420  HISTORY     - Date     Condition        Report By
 GX0420  HISTORY     - UNK      MONUMENTED       USGS
 GX0420  HISTORY     - 1935     GOOD             NGS
 GX0420  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0420
 GX0420                          STATION DESCRIPTION
 GX0420
 GX0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0420'1.2 MI E FROM GLEN LYN.
 GX0420'1.2 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0420'STATION AT GLEN LYN, 96 YARDS EAST OF MILEPOST 339, 31 YARDS
 GX0420'SOUTHEAST OF SEMAPHORE 338.9, AT A SMALL CULVERT, ON THE TOP
 GX0420'OF THE SOUTH HEADWALL, 5.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX0420'EAST-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 GX0420'1 1/2 INCH OUTLINED SQUARE.
 GX0420
 GX0420                          STATION RECOVERY (1965)
 GX0420
 GX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0376 ***********************************************************************
 GX0376  DESIGNATION -  1535
 GX0376  PID         -  GX0376
 GX0376  STATE/COUNTY-  VA/GILES
 GX0376  USGS QUAD   -  NARROWS (1985)
 GX0376
 GX0376                         *CURRENT SURVEY CONTROL
 GX0376  ___________________________________________________________________
 GX0376* NAD 83(1986)-  37 22 06.     (N)    080 51 59.     (W)     SCALED    
 GX0376* NAVD 88     -       468.283  (meters)    1536.36   (feet)  ADJUSTED  
 GX0376  ___________________________________________________________________
 GX0376  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0376  DYNAMIC HT  -         467.887 (meters)    1535.06  (feet)  COMP
 GX0376  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GX0376
 GX0376  VERT ORDER  -  FIRST     CLASS II
 GX0376
 GX0376.The horizontal coordinates were scaled from a topographic map and have
 GX0376.an estimated accuracy of +/- 6 seconds.
 GX0376
 GX0376.The orthometric height was determined by differential leveling
 GX0376.and adjusted by the National Geodetic Survey in June 1991..
 GX0376.WARNING-Repeat measurements at this control monument indicate possible
 GX0376.vertical movement.
 GX0376
 GX0376.The geoid height was determined by GEOID03.
 GX0376
 GX0376.The dynamic height is computed by dividing the NAVD 88
 GX0376.geopotential number by the normal gravity value computed on the
 GX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0376.degrees latitude (g = 980.6199 gals.).
 GX0376
 GX0376.The modeled gravity was interpolated from observed gravity values.
 GX0376
 GX0376;                    North         East    Units  Estimated Accuracy
 GX0376;SPC VA S     - 1,117,490.    3,290,420.      MT  (+/- 180 meters Scaled)
 GX0376
 GX0376                          SUPERSEDED SURVEY CONTROL
 GX0376
 GX0376  NGVD 29 (??/??/92)  468.42   (m)         1536.8    (f) COMPUTED    1 2
 GX0376
 GX0376.Superseded values are not recommended for survey control.
 GX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0376.See file dsdata.txt to determine how the superseded data were derived.
 GX0376
 GX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB118357(NAD 83)
 GX0376_MARKER: DD = SURVEY DISK
 GX0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0376_SP_SET: CULVERT
 GX0376_STAMPING: 1535
 GX0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0376
 GX0376  HISTORY     - Date     Condition        Report By
 GX0376  HISTORY     - UNK      MONUMENTED       USGS
 GX0376  HISTORY     - 1935     GOOD             NGS
 GX0376
 GX0376                          STATION DESCRIPTION
 GX0376
 GX0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0376'AT GLEN LYN.
 GX0376'GLENLYN, 528 FT. W. OF, ON S. SIDE OF NORFOLK AND WESTERN R.R.,
 GX0376'8 FT. S. OF TRACK, IN TOP OF R.R. CULVERT, ALUMINUM TABLET
 GX0376'STAMPED 1535 (AS MOVED BY N. AND W.R.R. IN 1927, RAISED 1.381 FT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1142 ***********************************************************************
 HW1142  DESIGNATION -  1535
 HW1142  PID         -  HW1142
 HW1142  STATE/COUNTY-  VA/ROCKINGHAM
 HW1142  USGS QUAD   -  FULKS RUN (1994)
 HW1142
 HW1142                         *CURRENT SURVEY CONTROL
 HW1142  ___________________________________________________________________
 HW1142* NAD 83(1986)-  38 39 20.     (N)    078 53 48.     (W)     SCALED    
 HW1142* NAVD 88     -       361.514  (meters)    1186.07   (feet)  ADJUSTED  
 HW1142  ___________________________________________________________________
 HW1142  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HW1142  DYNAMIC HT  -         361.259 (meters)    1185.23  (feet)  COMP
 HW1142  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HW1142
 HW1142  VERT ORDER  -  SECOND    CLASS 0
 HW1142
 HW1142.The horizontal coordinates were scaled from a topographic map and have
 HW1142.an estimated accuracy of +/- 6 seconds.
 HW1142
 HW1142.The orthometric height was determined by differential leveling
 HW1142.and adjusted by the National Geodetic Survey in June 1991..
 HW1142
 HW1142.The geoid height was determined by GEOID03.
 HW1142
 HW1142.The dynamic height is computed by dividing the NAVD 88
 HW1142.geopotential number by the normal gravity value computed on the
 HW1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1142.degrees latitude (g = 980.6199 gals.).
 HW1142
 HW1142.The modeled gravity was interpolated from observed gravity values.
 HW1142
 HW1142;                    North         East    Units  Estimated Accuracy
 HW1142;SPC VA N     - 2,109,840.    3,465,470.      MT  (+/- 180 meters Scaled)
 HW1142
 HW1142                          SUPERSEDED SURVEY CONTROL
 HW1142
 HW1142  NGVD 29 (??/??/92)  361.658  (m)         1186.54   (f) ADJ UNCH    2 0
 HW1142
 HW1142.Superseded values are not recommended for survey control.
 HW1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1142.See file dsdata.txt to determine how the superseded data were derived.
 HW1142
 HW1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC830806(NAD 83)
 HW1142_MARKER: DD = SURVEY DISK
 HW1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1142_STAMPING: 1535 1934
 HW1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1142+STABILITY: SURFACE MOTION
 HW1142
 HW1142  HISTORY     - Date     Condition        Report By
 HW1142  HISTORY     - 1934     MONUMENTED       USFS
 HW1142  HISTORY     - 1935     GOOD             NGS
 HW1142
 HW1142                          STATION DESCRIPTION
 HW1142
 HW1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1142'1.6 MI SE FROM FULKS RUN.
 HW1142'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 259 FROM THE S.A. CRIDER
 HW1142'STORE AND WAREHOUSE AT FULKS RUN, ROCKINGHAM COUNTY, 0.2 MILE
 HW1142'SOUTHEAST OF MOUNT PLEASANT SCHOOL, AT A CURVE AROUND THE TOP OF
 HW1142'A HILL, 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND AT
 HW1142'A FENCE CORNER.  A UNITED STATES FOREST SERVICE DISK, SET IN THE
 HW1142'TOP OF A 3-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0377 ***********************************************************************
 GX0377  DESIGNATION -  1535 USGS RESET
 GX0377  PID         -  GX0377
 GX0377  STATE/COUNTY-  VA/GILES
 GX0377  USGS QUAD   -  NARROWS (1985)
 GX0377
 GX0377                         *CURRENT SURVEY CONTROL
 GX0377  ___________________________________________________________________
 GX0377* NAD 83(1986)-  37 22 06.     (N)    080 51 59.     (W)     SCALED    
 GX0377* NAVD 88     -       468.330  (meters)    1536.51   (feet)  ADJUSTED  
 GX0377  ___________________________________________________________________
 GX0377  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0377  DYNAMIC HT  -         467.933 (meters)    1535.21  (feet)  COMP
 GX0377  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 GX0377
 GX0377  VERT ORDER  -  SECOND    CLASS 0
 GX0377
 GX0377.The horizontal coordinates were scaled from a topographic map and have
 GX0377.an estimated accuracy of +/- 6 seconds.
 GX0377
 GX0377.The orthometric height was determined by differential leveling
 GX0377.and adjusted by the National Geodetic Survey in June 1991..
 GX0377
 GX0377.The geoid height was determined by GEOID03.
 GX0377
 GX0377.The dynamic height is computed by dividing the NAVD 88
 GX0377.geopotential number by the normal gravity value computed on the
 GX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0377.degrees latitude (g = 980.6199 gals.).
 GX0377
 GX0377.The modeled gravity was interpolated from observed gravity values.
 GX0377
 GX0377;                    North         East    Units  Estimated Accuracy
 GX0377;SPC VA S     - 1,117,490.    3,290,420.      MT  (+/- 180 meters Scaled)
 GX0377
 GX0377                          SUPERSEDED SURVEY CONTROL
 GX0377
 GX0377  NGVD 29 (??/??/92)  468.418  (m)         1536.80   (f) ADJ UNCH    2 0
 GX0377
 GX0377.Superseded values are not recommended for survey control.
 GX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0377.See file dsdata.txt to determine how the superseded data were derived.
 GX0377
 GX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB118357(NAD 83)
 GX0377_MARKER: DD = SURVEY DISK
 GX0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0377_SP_SET: CULVERT
 GX0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0377
 GX0377  HISTORY     - Date     Condition        Report By
 GX0377  HISTORY     - UNK      MONUMENTED       USGS
 GX0377  HISTORY     - 1958     GOOD             NGS
 GX0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX0377
 GX0377                          STATION DESCRIPTION
 GX0377
 GX0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0377'AT GLEN LYN.
 GX0377'AT GLEN LYN, ALONG THE NORFOLK AND WESTERN RAILWAY, 528 FEET
 GX0377'SOUTH OF THE STATION, 8 FEET EAST OF THE EAST RAIL OF THE EAST
 GX0377'BOUND TRACK, IN TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL
 GX0377'OF A 24-INCH PIPE CULVERT UNDER THE TRACK, AND ABOUT 3 1/2 FEET
 GX0377'BELOW THE LEVEL OF THE TRACK.  THE STAMPING IS NOT LEGIBLE.
 GX0377
 GX0377                          STATION RECOVERY (1984)
 GX0377
 GX0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0377'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0426 ***********************************************************************
 GX0426  DESIGNATION -  1538.1
 GX0426  PID         -  GX0426
 GX0426  STATE/COUNTY-  VA/GILES
 GX0426  USGS QUAD   -  PETERSTOWN (1984)
 GX0426
 GX0426                         *CURRENT SURVEY CONTROL
 GX0426  ___________________________________________________________________
 GX0426* NAD 83(1986)-  37 22 41.     (N)    080 49 39.     (W)     SCALED    
 GX0426* NAVD 88     -       469.263  (meters)    1539.57   (feet)  ADJUSTED  
 GX0426  ___________________________________________________________________
 GX0426  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0426  DYNAMIC HT  -         468.863 (meters)    1538.26  (feet)  COMP
 GX0426  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 GX0426
 GX0426  VERT ORDER  -  SECOND    CLASS 0
 GX0426
 GX0426.The horizontal coordinates were scaled from a topographic map and have
 GX0426.an estimated accuracy of +/- 6 seconds.
 GX0426
 GX0426.The orthometric height was determined by differential leveling
 GX0426.and adjusted by the National Geodetic Survey in June 1991..
 GX0426
 GX0426.The geoid height was determined by GEOID03.
 GX0426
 GX0426.The dynamic height is computed by dividing the NAVD 88
 GX0426.geopotential number by the normal gravity value computed on the
 GX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0426.degrees latitude (g = 980.6199 gals.).
 GX0426
 GX0426.The modeled gravity was interpolated from observed gravity values.
 GX0426
 GX0426;                    North         East    Units  Estimated Accuracy
 GX0426;SPC VA S     - 1,118,480.    3,293,890.      MT  (+/- 180 meters Scaled)
 GX0426
 GX0426                          SUPERSEDED SURVEY CONTROL
 GX0426
 GX0426  NGVD 29 (??/??/92)  469.40   (m)         1540.0    (f) COMPUTED    2 0
 GX0426
 GX0426.Superseded values are not recommended for survey control.
 GX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0426.See file dsdata.txt to determine how the superseded data were derived.
 GX0426
 GX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB152368(NAD 83)
 GX0426_MARKER: Q = CHISELED SQUARE
 GX0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0426_SP_SET: FOUNDATION
 GX0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0426
 GX0426  HISTORY     - Date     Condition        Report By
 GX0426  HISTORY     - UNK      MONUMENTED       USGS
 GX0426  HISTORY     - 1935     GOOD             NGS
 GX0426  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0426
 GX0426                          STATION DESCRIPTION
 GX0426
 GX0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0426'2.9 MI E FROM GLEN LYN.
 GX0426'2.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0426'STATION AT GLEN LYN, GILES COUNTY, 18 YARDS SOUTHEAST OF SEMAPHORE
 GX0426'337.1 ON THE TOP OF THE CONCRETE FOUNDATION OF A SIGNAL SWITCH
 GX0426'BOX, 10.9 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK,
 GX0426'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A 1 1/2-INCH OUTLINED
 GX0426'SQUARE.
 GX0426
 GX0426                          STATION RECOVERY (1965)
 GX0426
 GX0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5723 ***********************************************************************
 GV5723  DESIGNATION -  154 C OF R 1972
 GV5723  PID         -  GV5723
 GV5723  STATE/COUNTY-  VA/C OF RICHMOND
 GV5723  USGS QUAD   -  BON AIR (1994)
 GV5723
 GV5723                         *CURRENT SURVEY CONTROL
 GV5723  ___________________________________________________________________
 GV5723* NAD 83(1993)-  37 31 26.39600(N)    077 30 38.83450(W)     ADJUSTED  
 GV5723* NAVD 88     -        64.81   (+/-2cm)     212.6    (feet)  VERTCON   
 GV5723  ___________________________________________________________________
 GV5723  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5723  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5723
 GV5723  HORZ ORDER  -  SECOND
 GV5723  VERT ORDER  -  THIRD ? (See Below)
 GV5723
 GV5723.The horizontal coordinates were established by classical geodetic methods
 GV5723.and adjusted by the National Geodetic Survey in November 1994..
 GV5723
 GV5723.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5723.The vertical order pertains to the NGVD 29 superseded value.
 GV5723
 GV5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5723
 GV5723.The geoid height was determined by GEOID03.
 GV5723
 GV5723;                    North         East     Units Scale Factor Converg.
 GV5723;SPC VA S     - 1,132,592.783 3,587,437.515   MT  0.99994912   +0 36 01.4
 GV5723;SPC VA S     - 3,715,848.16 11,769,784.58   sFT  0.99994912   +0 36 01.4
 GV5723;UTM  18      - 4,155,966.019   278,123.871   MT  1.00020642   -1 31 47.7
 GV5723
 GV5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5723!SPC VA S     -   0.99999500  x   0.99994912  =   0.99994412
 GV5723!UTM  18      -   0.99999500  x   1.00020642  =   1.00020142
 GV5723
 GV5723                          SUPERSEDED SURVEY CONTROL
 GV5723
 GV5723  NAD 83(1986)-  37 31 26.40214(N)    077 30 38.85148(W) AD(       ) 2
 GV5723  NAD 27      -  37 31 25.87264(N)    077 30 39.90354(W) AD(       ) 2
 GV5723  NGVD 29 (07/19/86)   65.12   (m)          213.6    (f) LEVELING    3  
 GV5723
 GV5723.Superseded values are not recommended for survey control.
 GV5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5723.See file dsdata.txt to determine how the superseded data were derived.
 GV5723
 GV5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7812455966(NAD 83)
 GV5723_MARKER: Z = SEE DESCRIPTION
 GV5723_SETTING: 0 = UNSPECIFIED SETTING
 GV5723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5723+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5723
 GV5723  HISTORY     - Date     Condition        Report By
 GV5723  HISTORY     - 1972     MONUMENTED       VA2060
 GV5723  HISTORY     - 19951206 GOOD             USPSQD
 GV5723  HISTORY     - 19991209 GOOD             USPSQD
 GV5723  HISTORY     - 20040302 GOOD             USPSQD
 GV5723  HISTORY     - 20051205 GOOD             USPSQD
 GV5723
 GV5723                          STATION DESCRIPTION
 GV5723
 GV5723'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5723'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5723'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 0.05
 GV5723'MILE TO CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO
 GV5723'JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 0.90 MILE TO BLAKEMORE
 GV5723'RD., THENCE NORTH ON BLAKEMORE RD. 0.15 MILE TO DEBORA DR., THENCE
 GV5723'EAST ON DEBORA DR. 0.20 MILE TO WHITLONE DR. AND POINT NO. 154.
 GV5723'
 GV5723'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5723'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5723'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5723'8 INCHES BELOW GROUND.  CITY BENCH MARK NO. 629.
 GV5723'
 GV5723'20.5 FEET S. OF C/L OF DEBORA DR., 37.0 FEET W. OF C/L OF WHITLONE
 GV5723'DR., 17.6 FEET W. OF VEPCO POLE NO. SC73, 69.8 FEET E. OF VEPCO POLE
 GV5723'NO. RB18, 24.3 FEET N.E. OF 8 INCH MAPLE TREE.
 GV5723'
 GV5723'NEAREST TOWN--RICHMOND.
 GV5723
 GV5723                          STATION RECOVERY (1995)
 GV5723
 GV5723'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5723'RECOVERED IN GOOD CONDITION.
 GV5723
 GV5723                          STATION RECOVERY (1999)
 GV5723
 GV5723'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5723'RECOVERED IN GOOD CONDITION.
 GV5723
 GV5723                          STATION RECOVERY (2004)
 GV5723
 GV5723'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5723'RECOVERED IN GOOD CONDITION.
 GV5723
 GV5723                          STATION RECOVERY (2005)
 GV5723
 GV5723'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1081 ***********************************************************************
 HW1081  DESIGNATION -  1547 IRON PIPE
 HW1081  PID         -  HW1081
 HW1081  STATE/COUNTY-  VA/AUGUSTA
 HW1081  USGS QUAD   -  CRIMORA (1987)
 HW1081
 HW1081                         *CURRENT SURVEY CONTROL
 HW1081  ___________________________________________________________________
 HW1081* NAD 83(1986)-  38 08 27.     (N)    078 48 43.     (W)     SCALED    
 HW1081* NAVD 88     -       471.359  (meters)    1546.45   (feet)  ADJUSTED  
 HW1081  ___________________________________________________________________
 HW1081  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HW1081  DYNAMIC HT  -         470.992 (meters)    1545.25  (feet)  COMP
 HW1081  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 HW1081
 HW1081  VERT ORDER  -  SECOND    CLASS 0
 HW1081
 HW1081.The horizontal coordinates were scaled from a topographic map and have
 HW1081.an estimated accuracy of +/- 6 seconds.
 HW1081
 HW1081.The orthometric height was determined by differential leveling
 HW1081.and adjusted by the National Geodetic Survey in June 1991..
 HW1081
 HW1081.The geoid height was determined by GEOID03.
 HW1081
 HW1081.The dynamic height is computed by dividing the NAVD 88
 HW1081.geopotential number by the normal gravity value computed on the
 HW1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1081.degrees latitude (g = 980.6199 gals.).
 HW1081
 HW1081.The modeled gravity was interpolated from observed gravity values.
 HW1081
 HW1081;                    North         East    Units  Estimated Accuracy
 HW1081;SPC VA N     - 2,052,680.    3,472,650.      MT  (+/- 180 meters Scaled)
 HW1081
 HW1081                          SUPERSEDED SURVEY CONTROL
 HW1081
 HW1081  NGVD 29 (??/??/92)  471.519  (m)         1546.98   (f) ADJ UNCH    2 0
 HW1081
 HW1081.Superseded values are not recommended for survey control.
 HW1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1081.See file dsdata.txt to determine how the superseded data were derived.
 HW1081
 HW1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC917237(NAD 83)
 HW1081_MARKER: P = PIPE CAP
 HW1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1081+STABILITY: SURFACE MOTION
 HW1081
 HW1081  HISTORY     - Date     Condition        Report By
 HW1081  HISTORY     - UNK      MONUMENTED       LOCENG
 HW1081  HISTORY     - 1935     GOOD             NGS
 HW1081
 HW1081                          STATION DESCRIPTION
 HW1081
 HW1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1081'2.4 MI E FROM CRIMORA.
 HW1081'2.4 MILES EAST ALONG THE TURK GAP ROAD FROM THE NORFOLK AND
 HW1081'WESTERN RAILWAY STATION AT CRIMORA, AUGUSTA COUNTY, 105 FEET SOUTH
 HW1081'OF A RED BARN, 90 FEET EAST OF A HOUSE BELONGING IN 1935 TO THE
 HW1081'CRIMORA MINE CO., 75 FEET NORTHEAST OF A FORK IN THE ROAD, AND
 HW1081'21 FEET EAST OF THE CENTERLINE OF THE ROAD.  A PLUG, SET IN THE
 HW1081'TOP OF AN IRON PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5729 ***********************************************************************
 GV5729  DESIGNATION -  155 C OF R 1972
 GV5729  PID         -  GV5729
 GV5729  STATE/COUNTY-  VA/C OF RICHMOND
 GV5729  USGS QUAD   -  BON AIR (1994)
 GV5729
 GV5729                         *CURRENT SURVEY CONTROL
 GV5729  ___________________________________________________________________
 GV5729* NAD 83(1993)-  37 31 21.59823(N)    077 30 47.65847(W)     ADJUSTED  
 GV5729* NAVD 88     -        73.32   (+/-2cm)     240.6    (feet)  VERTCON   
 GV5729  ___________________________________________________________________
 GV5729  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GV5729  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5729
 GV5729  HORZ ORDER  -  SECOND
 GV5729  VERT ORDER  -  THIRD ? (See Below)
 GV5729
 GV5729.The horizontal coordinates were established by classical geodetic methods
 GV5729.and adjusted by the National Geodetic Survey in November 1994..
 GV5729
 GV5729.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5729.The vertical order pertains to the NGVD 29 superseded value.
 GV5729
 GV5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5729
 GV5729.The geoid height was determined by GEOID03.
 GV5729
 GV5729;                    North         East     Units Scale Factor Converg.
 GV5729;SPC VA S     - 1,132,442.617 3,587,222.414   MT  0.99994906   +0 35 56.0
 GV5729;SPC VA S     - 3,715,355.49 11,769,078.87   sFT  0.99994906   +0 35 56.0
 GV5729;UTM  18      - 4,155,823.916   277,903.279   MT  1.00020763   -1 31 53.0
 GV5729
 GV5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5729!SPC VA S     -   0.99999366  x   0.99994906  =   0.99994272
 GV5729!UTM  18      -   0.99999366  x   1.00020763  =   1.00020129
 GV5729
 GV5729                          SUPERSEDED SURVEY CONTROL
 GV5729
 GV5729  NAD 83(1986)-  37 31 21.60442(N)    077 30 47.67538(W) AD(       ) 2
 GV5729  NAD 27      -  37 31 21.07466(N)    077 30 48.72719(W) AD(       ) 2
 GV5729  NGVD 29 (07/19/86)   73.63   (m)          241.6    (f) LEVELING    3  
 GV5729
 GV5729.Superseded values are not recommended for survey control.
 GV5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5729.See file dsdata.txt to determine how the superseded data were derived.
 GV5729
 GV5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7790355824(NAD 83)
 GV5729_MARKER: Z = SEE DESCRIPTION
 GV5729_SETTING: 0 = UNSPECIFIED SETTING
 GV5729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5729+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5729
 GV5729  HISTORY     - Date     Condition        Report By
 GV5729  HISTORY     - 1972     MONUMENTED       VA2060
 GV5729  HISTORY     - 19951206 GOOD             USPSQD
 GV5729  HISTORY     - 19991209 GOOD             USPSQD
 GV5729  HISTORY     - 20040302 GOOD             USPSQD
 GV5729
 GV5729                          STATION DESCRIPTION
 GV5729
 GV5729'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5729'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5729'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 0.05
 GV5729'MILE TO CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO
 GV5729'JAHNKE RD., THENCE SOUTHWEST ON JAHNKE RD. 0.90 MILE TO BLAKEMORE
 GV5729'RD., THENCE NORTH ON BLAKEMORE RD. 0.15 MILE TO DEBORA DR. AND POINT
 GV5729'NO. 155.
 GV5729'
 GV5729'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5729'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5729'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5729'6 INCHES BELOW GROUND.
 GV5729'
 GV5729'27.7 FEET N.E. OF C/L OF BLAKEMORE RD., 51.0 FEET S.S.E. OF C/L OF
 GV5729'DEBORA RD., 35.8 FEET W. OF N.W. CORNER OF PORCH, 102.5 FEET N. OF
 GV5729'VEPCO POLE NO. QB41.
 GV5729'
 GV5729'NEAREST TOWN--RICHMOND.
 GV5729
 GV5729                          STATION RECOVERY (1995)
 GV5729
 GV5729'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5729'RECOVERED IN GOOD CONDITION.
 GV5729
 GV5729                          STATION RECOVERY (1999)
 GV5729
 GV5729'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5729'RECOVERED IN GOOD CONDITION.
 GV5729
 GV5729                          STATION RECOVERY (2004)
 GV5729
 GV5729'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0435 ***********************************************************************
 GX0435  DESIGNATION -  1550.9
 GX0435  PID         -  GX0435
 GX0435  STATE/COUNTY-  VA/GILES
 GX0435  USGS QUAD   -  NARROWS (1985)
 GX0435
 GX0435                         *CURRENT SURVEY CONTROL
 GX0435  ___________________________________________________________________
 GX0435* NAD 83(1986)-  37 20 49.     (N)    080 48 36.     (W)     SCALED    
 GX0435* NAVD 88     -       473.201  (meters)    1552.49   (feet)  ADJUSTED  
 GX0435  ___________________________________________________________________
 GX0435  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0435  DYNAMIC HT  -         472.793 (meters)    1551.15  (feet)  COMP
 GX0435  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 GX0435
 GX0435  VERT ORDER  -  SECOND    CLASS 0
 GX0435
 GX0435.The horizontal coordinates were scaled from a topographic map and have
 GX0435.an estimated accuracy of +/- 6 seconds.
 GX0435
 GX0435.The orthometric height was determined by differential leveling
 GX0435.and adjusted by the National Geodetic Survey in June 1991..
 GX0435
 GX0435.The geoid height was determined by GEOID03.
 GX0435
 GX0435.The dynamic height is computed by dividing the NAVD 88
 GX0435.geopotential number by the normal gravity value computed on the
 GX0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0435.degrees latitude (g = 980.6199 gals.).
 GX0435
 GX0435.The modeled gravity was interpolated from observed gravity values.
 GX0435
 GX0435;                    North         East    Units  Estimated Accuracy
 GX0435;SPC VA S     - 1,114,990.    3,295,350.      MT  (+/- 180 meters Scaled)
 GX0435
 GX0435                          SUPERSEDED SURVEY CONTROL
 GX0435
 GX0435  NGVD 29 (??/??/92)  473.35   (m)         1553.0    (f) COMPUTED    2 0
 GX0435
 GX0435.Superseded values are not recommended for survey control.
 GX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0435.See file dsdata.txt to determine how the superseded data were derived.
 GX0435
 GX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB168333(NAD 83)
 GX0435_MARKER: Q = CHISELED SQUARE
 GX0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0435_SP_SET: CULVERT
 GX0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0435
 GX0435  HISTORY     - Date     Condition        Report By
 GX0435  HISTORY     - UNK      MONUMENTED       USGS
 GX0435  HISTORY     - 1965     GOOD             NGS
 GX0435  HISTORY     - 1965     MARK NOT FOUND   NGS
 GX0435
 GX0435                          STATION DESCRIPTION
 GX0435
 GX0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX0435'1 MI W FROM NARROWS.
 GX0435'1.0 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0435'STATION AT NARROWS, 0.2 MILE EAST OF MILEPOST 335, AT A SMALL
 GX0435'CONCRETE CULVERT, ON THE TOP OF THE WEST END OF THE SOUTH HEADWALL,
 GX0435'6.9 FEET SOUTH OF THE SOUTH RAIL OF EAST BOUND TRACK, AND ABOUT
 GX0435'1 FOOT HIGHER THAN THE TRACK.  A 1-1/2 INCH OUTLINED SQUARE,
 GX0435'PAINTED 1550.9 USBM.  NOTE-- THE WEST END OF HEADWALL HAS BEEN
 GX0435'KNOCKED OFF.
 GX0435
 GX0435                          STATION RECOVERY (1965)
 GX0435
 GX0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5641 ***********************************************************************
 GV5641  DESIGNATION -  156 C OF R 1972
 GV5641  PID         -  GV5641
 GV5641  STATE/COUNTY-  VA/C OF RICHMOND
 GV5641  USGS QUAD   -  CHESTERFIELD (1994)
 GV5641
 GV5641                         *CURRENT SURVEY CONTROL
 GV5641  ___________________________________________________________________
 GV5641* NAD 83(1993)-  37 28 55.85906(N)    077 30 59.39668(W)     ADJUSTED  
 GV5641* NAVD 88     -        67.82   (+/-2cm)     222.5    (feet)  VERTCON   
 GV5641  ___________________________________________________________________
 GV5641  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV5641  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5641
 GV5641  HORZ ORDER  -  SECOND
 GV5641  VERT ORDER  -  THIRD ? (See Below)
 GV5641
 GV5641.The horizontal coordinates were established by classical geodetic methods
 GV5641.and adjusted by the National Geodetic Survey in September 1995..
 GV5641
 GV5641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5641.The vertical order pertains to the NGVD 29 superseded value.
 GV5641
 GV5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5641
 GV5641.The geoid height was determined by GEOID03.
 GV5641
 GV5641;                    North         East     Units Scale Factor Converg.
 GV5641;SPC VA S     - 1,127,946.984 3,586,981.016   MT  0.99994740   +0 35 48.9
 GV5641;SPC VA S     - 3,700,606.06 11,768,286.88   sFT  0.99994740   +0 35 48.9
 GV5641;UTM  18      - 4,151,339.190   277,494.887   MT  1.00020987   -1 31 55.0
 GV5641
 GV5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5641!SPC VA S     -   0.99999453  x   0.99994740  =   0.99994193
 GV5641!UTM  18      -   0.99999453  x   1.00020987  =   1.00020440
 GV5641
 GV5641|---------------------------------------------------------------------|
 GV5641| PID    Reference Object                     Distance      Geod. Az  |
 GV5641|                                                           dddmmss.s |
 GV5641| GV5639 157 C OF R 1972                     359.235 METERS 11640     |
 GV5641| GV5640 21                                  375.661 METERS 16439     |
 GV5641|---------------------------------------------------------------------|
 GV5641
 GV5641                          SUPERSEDED SURVEY CONTROL
 GV5641
 GV5641  NAD 83(1993)-  37 28 55.85902(N)    077 30 59.39659(W) AD(       ) 2
 GV5641  NAD 83(1986)-  37 28 55.86525(N)    077 30 59.41346(W) AD(       ) 2
 GV5641  NAD 27      -  37 28 55.33289(N)    077 31 00.46204(W) AD(       ) 2
 GV5641  NGVD 29 (07/19/86)   68.13   (m)          223.5    (f) LEVELING    3  
 GV5641
 GV5641.Superseded values are not recommended for survey control.
 GV5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5641.See file dsdata.txt to determine how the superseded data were derived.
 GV5641
 GV5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7749551339(NAD 83)
 GV5641_MARKER: Z = SEE DESCRIPTION
 GV5641_SETTING: 0 = UNSPECIFIED SETTING
 GV5641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5641
 GV5641  HISTORY     - Date     Condition        Report By
 GV5641  HISTORY     - 1972     MONUMENTED       VA2060
 GV5641  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5641  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5641  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5641
 GV5641                          STATION DESCRIPTION
 GV5641
 GV5641'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5641'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5641'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5641'BLVD., THENCE WEST ON WALMSLEY BLVD. 2.35 MILES TO U.S. ROUTE 10,
 GV5641'THENCE SOUTHWEST ON U.S. ROUTE 10 1.50 MILES TO CHIPPENHAM PKWY.,
 GV5641'THENCE NORTH ON CHIPPENHAM PKWY. 2.70 MILES TO POINT NO. 156.
 GV5641'
 GV5641'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5641'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5641'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5641'8 INCHES BELOW GROUND.
 GV5641'
 GV5641'35.9 FEET S.W. OF C/L OF ELKHARDT RD., 43.3 FEET E. OF C/L OF N.
 GV5641'BOUND LANE OF CHIPPENHAM PKWY., 35.7 FEET S. OF VEPCO POLE NO. OB-59,
 GV5641'95.0 FEET N.W. OF 12 INCH OAK TREE.
 GV5641'
 GV5641'NEAREST TOWN--RICHMOND.
 GV5641
 GV5641                          STATION RECOVERY (1995)
 GV5641
 GV5641'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5641'MARK NOT FOUND.
 GV5641
 GV5641                          STATION RECOVERY (1999)
 GV5641
 GV5641'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5641'MARK NOT FOUND.
 GV5641
 GV5641                          STATION RECOVERY (2003)
 GV5641
 GV5641'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0449 ***********************************************************************
 GX0449  DESIGNATION -  1565.5
 GX0449  PID         -  GX0449
 GX0449  STATE/COUNTY-  VA/GILES
 GX0449  USGS QUAD   -  NARROWS (1985)
 GX0449
 GX0449                         *CURRENT SURVEY CONTROL
 GX0449  ___________________________________________________________________
 GX0449* NAD 83(1986)-  37 20 36.     (N)    080 46 27.     (W)     SCALED    
 GX0449* NAVD 88     -       477.635  (meters)    1567.04   (feet)  ADJUSTED  
 GX0449  ___________________________________________________________________
 GX0449  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0449  DYNAMIC HT  -         477.225 (meters)    1565.70  (feet)  COMP
 GX0449  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 GX0449
 GX0449  VERT ORDER  -  SECOND    CLASS 0
 GX0449
 GX0449.The horizontal coordinates were scaled from a topographic map and have
 GX0449.an estimated accuracy of +/- 6 seconds.
 GX0449
 GX0449.The orthometric height was determined by differential leveling
 GX0449.and adjusted by the National Geodetic Survey in June 1991..
 GX0449
 GX0449.The geoid height was determined by GEOID03.
 GX0449
 GX0449.The dynamic height is computed by dividing the NAVD 88
 GX0449.geopotential number by the normal gravity value computed on the
 GX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0449.degrees latitude (g = 980.6199 gals.).
 GX0449
 GX0449.The modeled gravity was interpolated from observed gravity values.
 GX0449
 GX0449;                    North         East    Units  Estimated Accuracy
 GX0449;SPC VA S     - 1,114,510.    3,298,520.      MT  (+/- 180 meters Scaled)
 GX0449
 GX0449                          SUPERSEDED SURVEY CONTROL
 GX0449
 GX0449  NGVD 29 (??/??/92)  477.766  (m)         1567.47   (f) ADJ UNCH    2 0
 GX0449
 GX0449.Superseded values are not recommended for survey control.
 GX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0449.See file dsdata.txt to determine how the superseded data were derived.
 GX0449
 GX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB200329(NAD 83)
 GX0449_MARKER: Q = CHISELED SQUARE
 GX0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0449_SP_SET: CULVERT
 GX0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0449
 GX0449  HISTORY     - Date     Condition        Report By
 GX0449  HISTORY     - UNK      MONUMENTED       USGS
 GX0449  HISTORY     - 1935     GOOD             NGS
 GX0449
 GX0449                          STATION DESCRIPTION
 GX0449
 GX0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0449'1.1 MI W FROM PEARISBURG.
 GX0449'1.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0449'STATION AT PEARISBURG, GILES COUNTY, 0.4 MILE WEST OF MILEPOST
 GX0449'331, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 7
 GX0449'FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND ABOUT
 GX0449'6 INCHES HIGHER THAN THE TRACK.  A 1 1/2-INCH OUTLINED SQUARE,
 GX0449'MARKED 1565.5 USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5639 ***********************************************************************
 GV5639  DESIGNATION -  157 C OF R 1972
 GV5639  PID         -  GV5639
 GV5639  STATE/COUNTY-  VA/C OF RICHMOND
 GV5639  USGS QUAD   -  CHESTERFIELD (1994)
 GV5639
 GV5639                         *CURRENT SURVEY CONTROL
 GV5639  ___________________________________________________________________
 GV5639* NAD 83(1993)-  37 28 50.63054(N)    077 30 46.32966(W)     ADJUSTED  
 GV5639* NAVD 88     -        66.01   (+/-2cm)     216.6    (feet)  VERTCON   
 GV5639  ___________________________________________________________________
 GV5639  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5639  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5639
 GV5639  HORZ ORDER  -  SECOND
 GV5639  VERT ORDER  -  THIRD ? (See Below)
 GV5639
 GV5639.The horizontal coordinates were established by classical geodetic methods
 GV5639.and adjusted by the National Geodetic Survey in September 1995..
 GV5639
 GV5639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5639.The vertical order pertains to the NGVD 29 superseded value.
 GV5639
 GV5639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5639
 GV5639.The geoid height was determined by GEOID03.
 GV5639
 GV5639;                    North         East     Units Scale Factor Converg.
 GV5639;SPC VA S     - 1,127,789.159 3,587,303.704   MT  0.99994735   +0 35 56.8
 GV5639;SPC VA S     - 3,700,088.27 11,769,345.57   sFT  0.99994735   +0 35 56.8
 GV5639;UTM  18      - 4,151,169.442   277,811.572   MT  1.00020814   -1 31 46.9
 GV5639
 GV5639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5639!SPC VA S     -   0.99999482  x   0.99994735  =   0.99994217
 GV5639!UTM  18      -   0.99999482  x   1.00020814  =   1.00020296
 GV5639
 GV5639:                Primary Azimuth Mark                     Grid Az
 GV5639:SPC VA S     -  158 C OF R 1973                          016 52 34.5
 GV5639:UTM  18      -  158 C OF R 1973                          019 00 18.2
 GV5639
 GV5639|---------------------------------------------------------------------|
 GV5639| PID    Reference Object                     Distance      Geod. Az  |
 GV5639|                                                           dddmmss.s |
 GV5639| GV5633 158 C OF R 1973                     APPROX. 2.0 KM 0172831.3 |
 GV5639| GV5641 156 C OF R 1972                     359.235 METERS 29640     |
 GV5639|---------------------------------------------------------------------|
 GV5639
 GV5639                          SUPERSEDED SURVEY CONTROL
 GV5639
 GV5639  NAD 83(1993)-  37 28 50.63050(N)    077 30 46.32957(W) AD(       ) 2
 GV5639  NAD 83(1986)-  37 28 50.63672(N)    077 30 46.34642(W) AD(       ) 2
 GV5639  NAD 27      -  37 28 50.10441(N)    077 30 47.39534(W) AD(       ) 2
 GV5639  NGVD 29 (07/19/86)   66.32   (m)          217.6    (f) LEVELING    3  
 GV5639
 GV5639.Superseded values are not recommended for survey control.
 GV5639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5639.See file dsdata.txt to determine how the superseded data were derived.
 GV5639
 GV5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7781251169(NAD 83)
 GV5639_MARKER: DD = SURVEY DISK
 GV5639_SETTING: 0 = UNSPECIFIED SETTING
 GV5639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5639+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5639
 GV5639  HISTORY     - Date     Condition        Report By
 GV5639  HISTORY     - 1972     MONUMENTED       VA2060
 GV5639  HISTORY     - 19951117 GOOD             USPSQD
 GV5639  HISTORY     - 19991023 GOOD             USPSQD
 GV5639  HISTORY     - 20031108 GOOD             USPSQD
 GV5639  HISTORY     - 20051205 GOOD             USPSQD
 GV5639
 GV5639                          STATION DESCRIPTION
 GV5639
 GV5639'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5639'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5639'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 1.60
 GV5639'MILES TO U.S. ROUTE 360, THENCE WEST ON U.S. ROUTE 360 2.60 MILES TO
 GV5639'ELKHARDT RD., THENCE NORTHWEST ON ELKHARDT RD. 0.15 MILE TO
 GV5639'POINT NO. 157.
 GV5639'
 GV5639'3 INCHES BRONZE DISK STAMPED CITY OF RICHMOND HORIZONTAL CONTROL PT.
 GV5639'157 1973, SET IN CONCRETE SIDEWALK FLUSH WITH THE TOP.  LOCATED IN
 GV5639'THE SIDEWALK AT THE REAR OF CHIPPENHAM MALL SHOPPING CENTER.
 GV5639'
 GV5639'23.5 FEET S.S.E. OF C/L OF WHITEHEAD RD. PROJECTED, 149.2 FEET S.W.
 GV5639'OF C/L OF ELKHARDT RD., 5.2 FEET S.W. OF EDGE OF SIDEWALK, 99.1 FEET
 GV5639'S.E. OF VEPCO CONCRETE LIGHT POLE, 100.5 FEET S.W. OF SEWER MANHOLE.
 GV5639'
 GV5639'NEAREST TOWN--RICHMOND.
 GV5639
 GV5639                          STATION RECOVERY (1995)
 GV5639
 GV5639'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5639'RECOVERED IN GOOD CONDITION.
 GV5639
 GV5639                          STATION RECOVERY (1999)
 GV5639
 GV5639'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5639'RECOVERED IN GOOD CONDITION.
 GV5639
 GV5639                          STATION RECOVERY (2003)
 GV5639
 GV5639'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5639'RECOVERED IN GOOD CONDITION.
 GV5639
 GV5639                          STATION RECOVERY (2005)
 GV5639
 GV5639'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2446 ***********************************************************************
 GV2446  DESIGNATION -  157 CORR
 GV2446  PID         -  GV2446
 GV2446  STATE/COUNTY-  VA/GOOCHLAND
 GV2446  USGS QUAD   -  GOOCHLAND (1968)
 GV2446
 GV2446                         *CURRENT SURVEY CONTROL
 GV2446  ___________________________________________________________________
 GV2446* NAD 83(1986)-  37 39 44.     (N)    077 52 39.     (W)     SCALED    
 GV2446* NAVD 88     -        47.84   (+/-2cm)     157.0    (feet)  VERTCON   
 GV2446  ___________________________________________________________________
 GV2446  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV2446
 GV2446  VERT ORDER  -  ? (See Below)
 GV2446
 GV2446.The horizontal coordinates were scaled from a topographic map and have
 GV2446.an estimated accuracy of +/- 6 seconds.
 GV2446
 GV2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2446.The vertical order pertains to the NGVD 29 superseded value.
 GV2446
 GV2446.The geoid height was determined by GEOID03.
 GV2446
 GV2446;                    North         East    Units  Estimated Accuracy
 GV2446;SPC VA S     - 1,147,660.    3,554,920.      MT  (+/- 180 meters Scaled)
 GV2446
 GV2446                          SUPERSEDED SURVEY CONTROL
 GV2446
 GV2446  NGVD 29 (??/??/??)   48.132  (m)          157.91   (f) ADJUSTED    ?  
 GV2446
 GV2446.Superseded values are not recommended for survey control.
 GV2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2446.See file dsdata.txt to determine how the superseded data were derived.
 GV2446
 GV2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG461722(NAD 83)
 GV2446_MARKER: X = CHISELED CROSS
 GV2446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2446_SP_SET: ABUTMENT COPING
 GV2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2446
 GV2446  HISTORY     - Date     Condition        Report By
 GV2446  HISTORY     - UNK      MONUMENTED       CORR
 GV2446  HISTORY     - 1934     GOOD             CGS
 GV2446  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2446  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2446  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2446
 GV2446                          STATION DESCRIPTION
 GV2446
 GV2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2446'0.7 MI SE FROM MAIDENS.
 GV2446'0.7 MILE SOUTHEAST ALON  THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV2446'MAIDENS, AT BRIDGE 298, AND ON THE SOUTHWEST CORNER OF THE WEST
 GV2446'ABUTMENT COPING.  A CHISELED CROSS.
 GV2446
 GV2446                          STATION RECOVERY (1983)
 GV2446
 GV2446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2446'NOT RECOVERED, EXACT LOCATION COULD NOT BE FOUND.
 GV2446
 GV2446                          STATION RECOVERY (1998)
 GV2446
 GV2446'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2446'MARK NOT FOUND.
 GV2446
 GV2446                          STATION RECOVERY (2003)
 GV2446
 GV2446'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0453 ***********************************************************************
 GX0453  DESIGNATION -  1570.6
 GX0453  PID         -  GX0453
 GX0453  STATE/COUNTY-  VA/GILES
 GX0453  USGS QUAD   -  NARROWS (1985)
 GX0453
 GX0453                         *CURRENT SURVEY CONTROL
 GX0453  ___________________________________________________________________
 GX0453* NAD 83(1986)-  37 20 19.     (N)    080 45 24.     (W)     SCALED    
 GX0453* NAVD 88     -       479.19   (+/-2cm)    1572.1    (feet)  VERTCON   
 GX0453  ___________________________________________________________________
 GX0453  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GX0453
 GX0453  VERT ORDER  -  ? (See Below)
 GX0453
 GX0453.The horizontal coordinates were scaled from a topographic map and have
 GX0453.an estimated accuracy of +/- 6 seconds.
 GX0453
 GX0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0453.The vertical order pertains to the NGVD 29 superseded value.
 GX0453
 GX0453.The geoid height was determined by GEOID03.
 GX0453
 GX0453;                    North         East    Units  Estimated Accuracy
 GX0453;SPC VA S     - 1,113,950.    3,300,060.      MT  (+/- 180 meters Scaled)
 GX0453
 GX0453                          SUPERSEDED SURVEY CONTROL
 GX0453
 GX0453  NGVD 29 (??/??/92)  479.314  (m)         1572.55   (f) ADJ UNCH    ?  
 GX0453
 GX0453.Superseded values are not recommended for survey control.
 GX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0453.See file dsdata.txt to determine how the superseded data were derived.
 GX0453
 GX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB215324(NAD 83)
 GX0453_MARKER: Q = CHISELED SQUARE
 GX0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0453_SP_SET: SEMAPHORE BASE
 GX0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0453
 GX0453  HISTORY     - Date     Condition        Report By
 GX0453  HISTORY     - UNK      MONUMENTED       USGS
 GX0453  HISTORY     - 1935     GOOD             NGS
 GX0453
 GX0453                          STATION DESCRIPTION
 GX0453
 GX0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0453'AT PEARISBURG.
 GX0453'AT PEARISBURG, AT THE NORFOLK AND WESTERN RAILWAY STATION, ON
 GX0453'THE TOP OF THE SOUTHWEST CORNER OF A SEMAPHORE BASE, AND 10.2 FEET
 GX0453'NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK.  A 1 1/2-INCH
 GX0453'OUTLINED SQUARE, MARKED 1570.6 USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1238 ***********************************************************************
 HW1238  DESIGNATION -  1570.73
 HW1238  PID         -  HW1238
 HW1238  STATE/COUNTY-  VA/PAGE
 HW1238  USGS QUAD   -  HAMBURG (1984)
 HW1238
 HW1238                         *CURRENT SURVEY CONTROL
 HW1238  ___________________________________________________________________
 HW1238* NAD 83(1986)-  38 38 17.     (N)    078 36 32.     (W)     SCALED    
 HW1238* NAVD 88     -       478.647  (meters)    1570.36   (feet)  ADJUSTED  
 HW1238  ___________________________________________________________________
 HW1238  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW1238  DYNAMIC HT  -         478.302 (meters)    1569.23  (feet)  COMP
 HW1238  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 HW1238
 HW1238  VERT ORDER  -  SECOND    CLASS 0
 HW1238
 HW1238.The horizontal coordinates were scaled from a topographic map and have
 HW1238.an estimated accuracy of +/- 6 seconds.
 HW1238
 HW1238.The orthometric height was determined by differential leveling
 HW1238.and adjusted by the National Geodetic Survey in June 1991..
 HW1238
 HW1238.The geoid height was determined by GEOID03.
 HW1238
 HW1238.The dynamic height is computed by dividing the NAVD 88
 HW1238.geopotential number by the normal gravity value computed on the
 HW1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1238.degrees latitude (g = 980.6199 gals.).
 HW1238
 HW1238.The modeled gravity was interpolated from observed gravity values.
 HW1238
 HW1238;                    North         East    Units  Estimated Accuracy
 HW1238;SPC VA N     - 2,107,830.    3,490,520.      MT  (+/- 180 meters Scaled)
 HW1238
 HW1238                          SUPERSEDED SURVEY CONTROL
 HW1238
 HW1238  NGVD 29 (??/??/92)  478.803  (m)         1570.87   (f) ADJ UNCH    2 0
 HW1238
 HW1238.Superseded values are not recommended for survey control.
 HW1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1238.See file dsdata.txt to determine how the superseded data were derived.
 HW1238
 HW1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC081793(NAD 83)
 HW1238_MARKER: Q = CHISELED SQUARE
 HW1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1238_SP_SET: WALK
 HW1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1238
 HW1238  HISTORY     - Date     Condition        Report By
 HW1238  HISTORY     - UNK      MONUMENTED       USGS
 HW1238  HISTORY     - 1935     GOOD             NGS
 HW1238  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1238
 HW1238                          STATION DESCRIPTION
 HW1238
 HW1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1238'5 MI E FROM NEW MARKET.
 HW1238'IN PAGE COUNTY, 5.0 MILES EAST ALONG U.S. HIGHWAY 211 FROM THE
 HW1238'HIGH SCHOOL AT NEW MARKET, SHANANDOAH COUNTY, AT A U.S. FOREST
 HW1238'SERVICE CAMP, 65 FEET NORTH OF THE CENTER OF A ROAD JUNCTION,
 HW1238'10 FEET SOUTH OF A GIFT SHOP, ON A CONCRETE WALK, AND 3 FEET
 HW1238'NORTH OF THE SOUTH CORNER.  A CHISELED SQUARE.
 HW1238
 HW1238                          STATION RECOVERY (1965)
 HW1238
 HW1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0370 ***********************************************************************
 GX0370  DESIGNATION -  1571
 GX0370  PID         -  GX0370
 GX0370  STATE/COUNTY-  VA/GILES
 GX0370  USGS QUAD   -  PETERSTOWN (1984)
 GX0370
 GX0370                         *CURRENT SURVEY CONTROL
 GX0370  ___________________________________________________________________
 GX0370* NAD 83(1986)-  37 23 39.     (N)    080 51 21.     (W)     SCALED    
 GX0370* NAVD 88     -       478.998  (meters)    1571.51   (feet)  ADJUSTED  
 GX0370  ___________________________________________________________________
 GX0370  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GX0370  DYNAMIC HT  -         478.592 (meters)    1570.18  (feet)  COMP
 GX0370  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 GX0370
 GX0370  VERT ORDER  -  FIRST     CLASS II
 GX0370
 GX0370.The horizontal coordinates were scaled from a topographic map and have
 GX0370.an estimated accuracy of +/- 6 seconds.
 GX0370
 GX0370.The orthometric height was determined by differential leveling
 GX0370.and adjusted by the National Geodetic Survey in June 1991..
 GX0370
 GX0370.The geoid height was determined by GEOID03.
 GX0370
 GX0370.The dynamic height is computed by dividing the NAVD 88
 GX0370.geopotential number by the normal gravity value computed on the
 GX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0370.degrees latitude (g = 980.6199 gals.).
 GX0370
 GX0370.The modeled gravity was interpolated from observed gravity values.
 GX0370
 GX0370;                    North         East    Units  Estimated Accuracy
 GX0370;SPC VA S     - 1,120,330.    3,291,420.      MT  (+/- 180 meters Scaled)
 GX0370
 GX0370                          SUPERSEDED SURVEY CONTROL
 GX0370
 GX0370  NGVD 29 (??/??/92)  479.126  (m)         1571.93   (f) ADJ UNCH    1 2
 GX0370
 GX0370.Superseded values are not recommended for survey control.
 GX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0370.See file dsdata.txt to determine how the superseded data were derived.
 GX0370
 GX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB127386(NAD 83)
 GX0370_MARKER: DD = SURVEY DISK
 GX0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0370_SP_SET: BUILDING
 GX0370_STAMPING: 1571
 GX0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0370
 GX0370  HISTORY     - Date     Condition        Report By
 GX0370  HISTORY     - UNK      MONUMENTED       USGS
 GX0370  HISTORY     - 1958     GOOD             NGS
 GX0370
 GX0370                          STATION DESCRIPTION
 GX0370
 GX0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0370'3 MI NW FROM GLEN LYN.
 GX0370'3.0 MILES NORTHWEST ALONG ROAD FOLLOWING NEW RIVER FROM THE
 GX0370'JUNCTION OF U.S. HIGHWAY 460 AND BLACK TOP ROAD 649 AT GLEN LYN,
 GX0370'145 FEET SOUTHEAST OF CENTER OF RIVER ROAD, SET VERTICALLY IN
 GX0370'THE NORTHWEST FACE OF A TWO-STORY RED BRICK HOUSE (SHUMATE
 GX0370'RESIDENCE) WITH A STONE WALL FENCE AROUND THE YARD, 1.2 FEET
 GX0370'NORTHEAST OF THE WEST CORNER OF THE HOUSE, 2 FEET ABOVE THE
 GX0370'GROUND, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5633 ***********************************************************************
 GV5633  DESIGNATION -  158 C OF R 1973
 GV5633  PID         -  GV5633
 GV5633  STATE/COUNTY-  VA/C OF RICHMOND
 GV5633  USGS QUAD   -  CHESTERFIELD (1994)
 GV5633
 GV5633                         *CURRENT SURVEY CONTROL
 GV5633  ___________________________________________________________________
 GV5633* NAD 83(1993)-  37 29 51.83111(N)    077 30 22.14656(W)     ADJUSTED  
 GV5633* NAVD 88     -        69.19   (+/-2cm)     227.0    (feet)  VERTCON   
 GV5633  ___________________________________________________________________
 GV5633  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5633  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5633
 GV5633  HORZ ORDER  -  SECOND
 GV5633  VERT ORDER  -  THIRD ? (See Below)
 GV5633
 GV5633.The horizontal coordinates were established by classical geodetic methods
 GV5633.and adjusted by the National Geodetic Survey in September 1995..
 GV5633
 GV5633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5633.The vertical order pertains to the NGVD 29 superseded value.
 GV5633
 GV5633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5633
 GV5633.The geoid height was determined by GEOID03.
 GV5633
 GV5633;                    North         East     Units Scale Factor Converg.
 GV5633;SPC VA S     - 1,129,681.982 3,587,877.930   MT  0.99994798   +0 36 11.5
 GV5633;SPC VA S     - 3,706,298.30 11,771,229.51   sFT  0.99994798   +0 36 11.5
 GV5633;UTM  18      - 4,153,040.110   278,455.890   MT  1.00020461   -1 31 34.3
 GV5633
 GV5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5633!SPC VA S     -   0.99999432  x   0.99994798  =   0.99994230
 GV5633!UTM  18      -   0.99999432  x   1.00020461  =   1.00019893
 GV5633
 GV5633:                Primary Azimuth Mark                     Grid Az
 GV5633:SPC VA S     -  157 C OF R 1972                          196 52 34.5
 GV5633:UTM  18      -  157 C OF R 1972                          199 00 20.3
 GV5633
 GV5633|---------------------------------------------------------------------|
 GV5633| PID    Reference Object                     Distance      Geod. Az  |
 GV5633|                                                           dddmmss.s |
 GV5633| GV5639 157 C OF R 1972                     APPROX. 2.0 KM 1972846.0 |
 GV5633| GV5635 129 C OF R 1972                     134.940 METERS 26437     |
 GV5633|---------------------------------------------------------------------|
 GV5633
 GV5633                          SUPERSEDED SURVEY CONTROL
 GV5633
 GV5633  NAD 83(1993)-  37 29 51.83110(N)    077 30 22.14656(W) AD(       ) 2
 GV5633  NAD 83(1986)-  37 29 51.83738(N)    077 30 22.16331(W) AD(       ) 2
 GV5633  NAD 27      -  37 29 51.30620(N)    077 30 23.21412(W) AD(       ) 2
 GV5633  NGVD 29 (07/19/86)   69.50   (m)          228.0    (f) LEVELING    3  
 GV5633
 GV5633.Superseded values are not recommended for survey control.
 GV5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5633.See file dsdata.txt to determine how the superseded data were derived.
 GV5633
 GV5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7845653040(NAD 83)
 GV5633_MARKER: Z = SEE DESCRIPTION
 GV5633_SETTING: 0 = UNSPECIFIED SETTING
 GV5633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5633
 GV5633  HISTORY     - Date     Condition        Report By
 GV5633  HISTORY     - 1972     MONUMENTED       VA2060
 GV5633  HISTORY     - 19951117 GOOD             USPSQD
 GV5633  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5633  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5633  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5633
 GV5633                          STATION DESCRIPTION
 GV5633
 GV5633'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5633'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILLS BRANCH, LOCATED
 GV5633'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO
 GV5633'U.S.  ROUTE 360, THENCE WEST ON U.S. ROUTE 360 0.90 MILE TO WARWICK
 GV5633'ROAD, THENCE NORTH ON WARWICK ROAD 0.95 MILE TO GERMAN SCHOOL ROAD
 GV5633'AND POINT NO. 158.
 GV5633'
 GV5633'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5633'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5633'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5633'6 INCHES BELOW GROUND.
 GV5633'
 GV5633'106.6 FEET N. OF C/L OF WARWICK ROAD.  25.1 FEET E. OF C/L OF GERMAN
 GV5633'SCHOOL ROAD.  95.3 FEET S.E. OF S. CORNER OF CINDER BLOCK GARAGE.
 GV5633'132.2 FEET N.N.E. OF CITY BENCH MARK NO. 499.  79.5 FEET E. OF A 12
 GV5633'INCH MAPLE TREE.
 GV5633'
 GV5633'NEAREST TOWN--RICHMOND.
 GV5633
 GV5633                          STATION RECOVERY (1995)
 GV5633
 GV5633'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5633'RECOVERED IN GOOD CONDITION.
 GV5633
 GV5633                          STATION RECOVERY (1999)
 GV5633
 GV5633'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5633'MARK NOT FOUND.
 GV5633
 GV5633                          STATION RECOVERY (2003)
 GV5633
 GV5633'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5633'MARK NOT FOUND.
 GV5633
 GV5633                          STATION RECOVERY (2005)
 GV5633
 GV5633'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2442 ***********************************************************************
 GV2442  DESIGNATION -  158 CORR
 GV2442  PID         -  GV2442
 GV2442  STATE/COUNTY-  VA/GOOCHLAND
 GV2442  USGS QUAD   -  GOOCHLAND (1968)
 GV2442
 GV2442                         *CURRENT SURVEY CONTROL
 GV2442  ___________________________________________________________________
 GV2442* NAD 83(1986)-  37 41 37.     (N)    077 54 56.     (W)     SCALED    
 GV2442* NAVD 88     -        47.97   (+/-2cm)     157.4    (feet)  VERTCON   
 GV2442  ___________________________________________________________________
 GV2442  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV2442
 GV2442  VERT ORDER  -  ? (See Below)
 GV2442
 GV2442.The horizontal coordinates were scaled from a topographic map and have
 GV2442.an estimated accuracy of +/- 6 seconds.
 GV2442
 GV2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2442.The vertical order pertains to the NGVD 29 superseded value.
 GV2442
 GV2442.The geoid height was determined by GEOID03.
 GV2442
 GV2442;                    North         East    Units  Estimated Accuracy
 GV2442;SPC VA S     - 1,151,120.    3,551,540.      MT  (+/- 180 meters Scaled)
 GV2442
 GV2442                          SUPERSEDED SURVEY CONTROL
 GV2442
 GV2442  NGVD 29 (??/??/??)   48.286  (m)          158.42   (f) ADJUSTED    ?  
 GV2442
 GV2442.Superseded values are not recommended for survey control.
 GV2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2442.See file dsdata.txt to determine how the superseded data were derived.
 GV2442
 GV2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG429758(NAD 83)
 GV2442_MARKER: X = CHISELED CROSS
 GV2442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2442_SP_SET: CULVERT
 GV2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2442
 GV2442  HISTORY     - Date     Condition        Report By
 GV2442  HISTORY     - UNK      MONUMENTED       CORR
 GV2442  HISTORY     - 1934     GOOD             CGS
 GV2442  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2442  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2442  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2442
 GV2442                          STATION DESCRIPTION
 GV2442
 GV2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2442'AT IRWIN.
 GV2442'AT IRWIN, GOOCHLAND COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GV2442'AT MILEAGE 33.0, AT A 16-FOOT CONCRETE-ARCH CULVERT, AND ON THE
 GV2442'SOUTHWEST CORNER OF THE HEADWALL.  A CHISELED CROSS.
 GV2442
 GV2442                          STATION RECOVERY (1983)
 GV2442
 GV2442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2442'NOT RECOVERED, A CULVERT IS NO LONGER AT THIS LOCATION.
 GV2442
 GV2442                          STATION RECOVERY (1998)
 GV2442
 GV2442'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2442'MARK NOT FOUND.
 GV2442
 GV2442                          STATION RECOVERY (2003)
 GV2442
 GV2442'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2443 ***********************************************************************
 GV2443  DESIGNATION -  159 CORR
 GV2443  PID         -  GV2443
 GV2443  STATE/COUNTY-  VA/GOOCHLAND
 GV2443  USGS QUAD   -  GOOCHLAND (1968)
 GV2443
 GV2443                         *CURRENT SURVEY CONTROL
 GV2443  ___________________________________________________________________
 GV2443* NAD 83(1986)-  37 40 24.     (N)    077 53 37.     (W)     SCALED    
 GV2443* NAVD 88     -        48.50   (+/-2cm)     159.1    (feet)  VERTCON   
 GV2443  ___________________________________________________________________
 GV2443  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GV2443
 GV2443  VERT ORDER  -  ? (See Below)
 GV2443
 GV2443.The horizontal coordinates were scaled from a topographic map and have
 GV2443.an estimated accuracy of +/- 6 seconds.
 GV2443
 GV2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2443.The vertical order pertains to the NGVD 29 superseded value.
 GV2443
 GV2443.The geoid height was determined by GEOID03.
 GV2443
 GV2443;                    North         East    Units  Estimated Accuracy
 GV2443;SPC VA S     - 1,148,880.    3,553,490.      MT  (+/- 180 meters Scaled)
 GV2443
 GV2443                          SUPERSEDED SURVEY CONTROL
 GV2443
 GV2443  NGVD 29 (??/??/??)   48.801  (m)          160.11   (f) ADJUSTED    ?  
 GV2443
 GV2443.Superseded values are not recommended for survey control.
 GV2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2443.See file dsdata.txt to determine how the superseded data were derived.
 GV2443
 GV2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG447735(NAD 83)
 GV2443_MARKER: X = CHISELED CROSS
 GV2443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2443_SP_SET: ABUTMENT
 GV2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2443
 GV2443  HISTORY     - Date     Condition        Report By
 GV2443  HISTORY     - UNK      MONUMENTED       CORR
 GV2443  HISTORY     - 1934     GOOD             CGS
 GV2443  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2443  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2443
 GV2443                          STATION DESCRIPTION
 GV2443
 GV2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2443'0.3 MI W FROM MAIDENS.
 GV2443'0.3 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM MAIDENS,
 GV2443'GOOCHLAND COUNTY, AT BRIDGE 31.40, AT THE WEST ABUTMENT, AND ON
 GV2443'THE NORTHWEST CORNER OF THE BRIDGE SEAT.  A CHISELED CROSS.
 GV2443'NOTE-- IT WAS REPORTED THAT THE CROSS IS APPARENTLY COVERED BY
 GV2443'GROUT.
 GV2443
 GV2443                          STATION RECOVERY (1998)
 GV2443
 GV2443'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2443'MARK NOT FOUND.
 GV2443
 GV2443                          STATION RECOVERY (2003)
 GV2443
 GV2443'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1585 ***********************************************************************
 GA1585  DESIGNATION -  1594
 GA1585  PID         -  GA1585
 GA1585  STATE/COUNTY-  VA/LEE
 GA1585  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1585
 GA1585                         *CURRENT SURVEY CONTROL
 GA1585  ___________________________________________________________________
 GA1585* NAD 83(1986)-  36 45 53.     (N)    083 05 00.     (W)     SCALED    
 GA1585* NAVD 88     -       485.810  (meters)    1593.86   (feet)  ADJUSTED  
 GA1585  ___________________________________________________________________
 GA1585  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1585  DYNAMIC HT  -         485.379 (meters)    1592.45  (feet)  COMP
 GA1585  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 GA1585
 GA1585  VERT ORDER  -  SECOND    CLASS 0
 GA1585
 GA1585.The horizontal coordinates were scaled from a topographic map and have
 GA1585.an estimated accuracy of +/- 6 seconds.
 GA1585
 GA1585.The orthometric height was determined by differential leveling
 GA1585.and adjusted by the National Geodetic Survey in June 1991..
 GA1585
 GA1585.The geoid height was determined by GEOID03.
 GA1585
 GA1585.The dynamic height is computed by dividing the NAVD 88
 GA1585.geopotential number by the normal gravity value computed on the
 GA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1585.degrees latitude (g = 980.6199 gals.).
 GA1585
 GA1585.The modeled gravity was interpolated from observed gravity values.
 GA1585
 GA1585;                    North         East    Units  Estimated Accuracy
 GA1585;SPC VA S     - 1,057,810.    3,090,940.      MT  (+/- 180 meters Scaled)
 GA1585
 GA1585                          SUPERSEDED SURVEY CONTROL
 GA1585
 GA1585  NGVD 29 (??/??/92)  485.936  (m)         1594.28   (f) ADJ UNCH    2 0
 GA1585
 GA1585.Superseded values are not recommended for survey control.
 GA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1585.See file dsdata.txt to determine how the superseded data were derived.
 GA1585
 GA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA140707(NAD 83)
 GA1585_MARKER: DD = SURVEY DISK
 GA1585_SETTING: 66 = SET IN ROCK OUTCROP
 GA1585_SP_SET: OUTCROP
 GA1585_STAMPING: 1594 VA 1594.275
 GA1585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1585+STABILITY: POSITION/ELEVATION WELL
 GA1585
 GA1585  HISTORY     - Date     Condition        Report By
 GA1585  HISTORY     - UNK      MONUMENTED       USGS
 GA1585  HISTORY     - 1953     GOOD             NGS
 GA1585  HISTORY     - 1956     POOR             NGS
 GA1585
 GA1585                          STATION DESCRIPTION
 GA1585
 GA1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1585'4.8 MI NW FROM PENNINGTON GAP.
 GA1585'ABOUT 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1585'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, ABOUT 0.15 MILE
 GA1585'WEST OF A HIGHWAY BRIDGE OVER STONE CREEK, ABOUT 0.1 MILE WEST OF
 GA1585'WILSON GARETT STORE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GA1585'EXTENDING EAST AND SOUTHWEST, 103 FEET NORTHWEST OF CENTER LINE
 GA1585'OF HIGHWAY, 67 FEET NORTHWEST OF A 12-INCH LOCUST TREE IN
 GA1585'RIGHT-OF-WAY FENCE AND THE TOP OF A 7-FOOT HIGH CUT, IN A CULTIVATED
 GA1585'FIELD, IN THE TOP OF THE EAST END OF A 3-FOOT HIGH, 4-FOOT WIDE
 GA1585'AND 9-FOOT LONG ROCK OUTCROP, 21 FEET NORTH OF THE CENTER WIRE
 GA1585'OF A POWER TRANSMISSION LINE AND ABOUT LEVEL WITH THE HIGHWAY.
 GA1585
 GA1585                          STATION RECOVERY (1956)
 GA1585
 GA1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1585'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0013 ***********************************************************************
 GX0013  DESIGNATION -  1599
 GX0013  PID         -  GX0013
 GX0013  STATE/COUNTY-  VA/ALLEGHANY
 GX0013  USGS QUAD   -  CALLAGHAN (1977)
 GX0013
 GX0013                         *CURRENT SURVEY CONTROL
 GX0013  ___________________________________________________________________
 GX0013* NAD 83(1986)-  37 47 11.     (N)    080 07 14.     (W)     SCALED    
 GX0013* NAVD 88     -       487.334  (meters)    1598.86   (feet)  ADJUSTED  
 GX0013  ___________________________________________________________________
 GX0013  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX0013  DYNAMIC HT  -         486.938 (meters)    1597.56  (feet)  COMP
 GX0013  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GX0013
 GX0013  VERT ORDER  -  FIRST     CLASS II
 GX0013
 GX0013.The horizontal coordinates were scaled from a topographic map and have
 GX0013.an estimated accuracy of +/- 6 seconds.
 GX0013
 GX0013.The orthometric height was determined by differential leveling
 GX0013.and adjusted by the National Geodetic Survey in June 1991..
 GX0013
 GX0013.The geoid height was determined by GEOID03.
 GX0013
 GX0013.The dynamic height is computed by dividing the NAVD 88
 GX0013.geopotential number by the normal gravity value computed on the
 GX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0013.degrees latitude (g = 980.6199 gals.).
 GX0013
 GX0013.The modeled gravity was interpolated from observed gravity values.
 GX0013
 GX0013;                    North         East    Units  Estimated Accuracy
 GX0013;SPC VA S     - 1,162,480.    3,357,260.      MT  (+/- 180 meters Scaled)
 GX0013
 GX0013                          SUPERSEDED SURVEY CONTROL
 GX0013
 GX0013  NGVD 29 (??/??/92)  487.497  (m)         1599.40   (f) ADJ UNCH    1 2
 GX0013
 GX0013.Superseded values are not recommended for survey control.
 GX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0013.See file dsdata.txt to determine how the superseded data were derived.
 GX0013
 GX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB774824(NAD 83)
 GX0013_MARKER: DD = SURVEY DISK
 GX0013_SETTING: 66 = SET IN ROCK OUTCROP
 GX0013_SP_SET: ROCK CUT
 GX0013_STAMPING: 1599.273
 GX0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0013+STABILITY: POSITION/ELEVATION WELL
 GX0013
 GX0013  HISTORY     - Date     Condition        Report By
 GX0013  HISTORY     - UNK      MONUMENTED       USGS
 GX0013  HISTORY     - 1958     GOOD             NGS
 GX0013
 GX0013                          STATION DESCRIPTION
 GX0013
 GX0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0013'2.8 MI SW FROM CALLAGHAN.
 GX0013'ABOUT 2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0013'FROM THE STATION AT CALLAGHAN, ABOUT 0.5 MILE WEST OF A GRADED ROAD
 GX0013'CROSSING, ABOUT 10 1/2 RAILS WEST OF MILEPOST 298, 10 1/2 FEET SOUTH
 GX0013'OF THE SOUTH RAIL OF THE SOUTH TRACK, SET VERTICALLY IN THE NORTH
 GX0013'FACE OF A ROCK CUT, ABOUT 4 RAILS EAST OF THE EAST END OF O. X. CABIN
 GX0013'SECTION HOUSE, 120 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE
 GX0013'SOUTHWEST CORNER OF THE CONCRETE BASE FOR A SIGNAL BRIDGE OVER THE
 GX0013'NORTH TRACK, 105 FEET EAST OF THE WEST END OF THE CUT, 3 FEET
 GX0013'ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1453 ***********************************************************************
 GW1453  DESIGNATION -  16
 GW1453  PID         -  GW1453
 GW1453  STATE/COUNTY-  VA/BEDFORD
 GW1453  USGS QUAD   -  VILLAMONT (1985)
 GW1453
 GW1453                         *CURRENT SURVEY CONTROL
 GW1453  ___________________________________________________________________
 GW1453* NAD 83(1986)-  37 23 38.     (N)    079 46 51.     (W)     SCALED    
 GW1453* NAVD 88     -       375.276  (meters)    1231.22   (feet)  POSTED    
 GW1453  ___________________________________________________________________
 GW1453  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1453  DYNAMIC HT  -         374.950 (meters)    1230.15  (feet)  COMP
 GW1453  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 GW1453
 GW1453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1453
 GW1453.The horizontal coordinates were scaled from a topographic map and have
 GW1453.an estimated accuracy of +/- 6 seconds.
 GW1453
 GW1453.The orthometric height was determined by differential leveling
 GW1453.and adjusted by the National Geodetic Survey in 1992..
 GW1453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1453.rate of 0.0 thru 1.0 mm/km.
 GW1453
 GW1453.The geoid height was determined by GEOID03.
 GW1453
 GW1453.The dynamic height is computed by dividing the NAVD 88
 GW1453.geopotential number by the normal gravity value computed on the
 GW1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1453.degrees latitude (g = 980.6199 gals.).
 GW1453
 GW1453.The modeled gravity was interpolated from observed gravity values.
 GW1453
 GW1453;                    North         East    Units  Estimated Accuracy
 GW1453;SPC VA S     - 1,118,460.    3,386,590.      MT  (+/- 180 meters Scaled)
 GW1453
 GW1453                          SUPERSEDED SURVEY CONTROL
 GW1453
 GW1453  NGVD 29 (??/??/92)  375.44   (m)         1231.8    (f) COMPUTED    2 0
 GW1453
 GW1453.Superseded values are not recommended for survey control.
 GW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1453.See file dsdata.txt to determine how the superseded data were derived.
 GW1453
 GW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB079392(NAD 83)
 GW1453_MARKER: B = BOLT
 GW1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1453_SP_SET: CULVERT
 GW1453_STAMPING: BM 16 1964
 GW1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1453
 GW1453  HISTORY     - Date     Condition        Report By
 GW1453  HISTORY     - 1964     MONUMENTED       NWRR
 GW1453  HISTORY     - 1964     GOOD             NGS
 GW1453  HISTORY     - 19990214 MARK NOT FOUND   USPSQD
 GW1453
 GW1453                          STATION DESCRIPTION
 GW1453
 GW1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1453'2.5 MI W FROM MONTVALE.
 GW1453'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE MONTVALE
 GW1453'SCHOOL TO THE MARK SET IN THE TOP OF THE EAST END OF NORTH
 GW1453'HEADWALL OF A BOX CULVERT UNDER THE N AND W RAILROAD, 90 FEET
 GW1453'SOUTH OF APPROXIMATE CENTER OF HIGHWAY, 10 FEET NORTH OF NORTH
 GW1453'RAIL OF TRACK, 1.3 FEET WEST OF EAST END OF HEADWALL, 21 FEET
 GW1453'EAST OF A TELEPHONE POLE, 1 FOOT BELOW THE TRACK AND IS ABOUT
 GW1453'1 FOOT ABOVE THE HIGHWAY.
 GW1453
 GW1453                          STATION RECOVERY (1999)
 GW1453
 GW1453'RECOVERY NOTE BY US POWER SQUADRON 1999
 GW1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5611 ***********************************************************************
 GV5611  DESIGNATION -  16
 GV5611  PID         -  GV5611
 GV5611  STATE/COUNTY-  VA/CHESTERFIELD
 GV5611  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5611
 GV5611                         *CURRENT SURVEY CONTROL
 GV5611  ___________________________________________________________________
 GV5611* NAD 83(1993)-  37 27 36.93334(N)    077 29 48.12808(W)     ADJUSTED  
 GV5611* NAVD 88     -        42.06   (+/-2cm)     138.0    (feet)  VERTCON   
 GV5611  ___________________________________________________________________
 GV5611  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GV5611  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5611
 GV5611  HORZ ORDER  -  SECOND
 GV5611  VERT ORDER  -  THIRD ? (See Below)
 GV5611
 GV5611.The horizontal coordinates were established by classical geodetic methods
 GV5611.and adjusted by the National Geodetic Survey in September 1995..
 GV5611
 GV5611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5611.The vertical order pertains to the NGVD 29 superseded value.
 GV5611
 GV5611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5611
 GV5611.The geoid height was determined by GEOID03.
 GV5611
 GV5611;                    North         East     Units Scale Factor Converg.
 GV5611;SPC VA S     - 1,125,532.427 3,588,757.645   MT  0.99994671   +0 36 32.1
 GV5611;SPC VA S     - 3,692,684.30 11,774,115.71   sFT  0.99994671   +0 36 32.1
 GV5611;UTM  18      - 4,148,859.675   279,181.048   MT  1.00020067   -1 31 08.9
 GV5611
 GV5611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5611!SPC VA S     -   0.99999859  x   0.99994671  =   0.99994530
 GV5611!UTM  18      -   0.99999859  x   1.00020067  =   1.00019926
 GV5611
 GV5611:                Primary Azimuth Mark                     Grid Az
 GV5611:SPC VA S     -  15                                       154 41 26.2
 GV5611:UTM  18      -  15                                       156 49 07.2
 GV5611
 GV5611|---------------------------------------------------------------------|
 GV5611| PID    Reference Object                     Distance      Geod. Az  |
 GV5611|                                                           dddmmss.s |
 GV5611| GV5606 15                                  APPROX. 0.6 KM 1551758.3 |
 GV5611| GV5619 17                                  306.661 METERS 32832     |
 GV5611| DC5484 16 RM                                21.727 METERS 33542     |
 GV5611|---------------------------------------------------------------------|
 GV5611
 GV5611                          SUPERSEDED SURVEY CONTROL
 GV5611
 GV5611  NAD 83(1993)-  37 27 36.93330(N)    077 29 48.12796(W) AD(       ) 2
 GV5611  NAD 83(1986)-  37 27 36.93949(N)    077 29 48.14519(W) AD(       ) 2
 GV5611  NAD 27      -  37 27 36.40651(N)    077 29 49.19458(W) AD(       ) 2
 GV5611  NGVD 29 (07/19/86)   42.37   (m)          139.0    (f) LEVELING    3  
 GV5611
 GV5611.Superseded values are not recommended for survey control.
 GV5611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5611.See file dsdata.txt to determine how the superseded data were derived.
 GV5611
 GV5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7918148860(NAD 83)
 GV5611_MARKER: Z = SEE DESCRIPTION
 GV5611_SETTING: 0 = UNSPECIFIED SETTING
 GV5611
 GV5611  HISTORY     - Date     Condition        Report By
 GV5611  HISTORY     - 1972     MONUMENTED       VA2060
 GV5611  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5611  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5611
 GV5611                          STATION DESCRIPTION
 GV5611
 GV5611'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5611'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5611'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5611'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5611'CHIPPENHAM PKWY. 0.85 MILE TO POINT NO. 16.
 GV5611'
 GV5611'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5611'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5611'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5611'ABOUT 10 INCHES BELOW GROUND.
 GV5611'
 GV5611'2.3 FEET S. W. OF GUARD RAIL, 18.0 FEET N. E. OF C/L OF CHIPPENHAM
 GV5611'PKWY., APPROX. 615.0 FEET N. W. OF END OF GUARD RAIL.
 GV5611'
 GV5611'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5611'CENTER OF PIN, SET FLUSH TO GROUND.  2.0 FEET S. W. OF GUARD RAIL,
 GV5611'18.2 FEET N. E. OF C/L OF CHIPPENHAM PKWY., 36.0 FEET S. W. OF
 GV5611'WOVEN WIRE FENCE.
 GV5611'
 GV5611'DISTANCE BETWEEN PT. 16 AND R. M. IS 71.29 FT., 21.727 M.
 GV5611'
 GV5611'NEAREST TOWN--RICHMOND.
 GV5611
 GV5611                          STATION RECOVERY (1999)
 GV5611
 GV5611'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5611'MARK NOT FOUND.
 GV5611
 GV5611                          STATION RECOVERY (2004)
 GV5611
 GV5611'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2511 ***********************************************************************
 GV2511  DESIGNATION -  16 D USGS
 GV2511  PID         -  GV2511
 GV2511  STATE/COUNTY-  VA/HANOVER
 GV2511  USGS QUAD   -  HEWLETT (1985)
 GV2511
 GV2511                         *CURRENT SURVEY CONTROL
 GV2511  ___________________________________________________________________
 GV2511* NAD 83(1986)-  37 53 54.     (N)    077 31 48.     (W)     SCALED    
 GV2511* NAVD 88     -        78.481  (meters)     257.48   (feet)  ADJUSTED  
 GV2511  ___________________________________________________________________
 GV2511  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GV2511  DYNAMIC HT  -          78.431 (meters)     257.32  (feet)  COMP
 GV2511  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 GV2511
 GV2511  VERT ORDER  -  SECOND    CLASS 0
 GV2511
 GV2511.The horizontal coordinates were scaled from a topographic map and have
 GV2511.an estimated accuracy of +/- 6 seconds.
 GV2511
 GV2511.The orthometric height was determined by differential leveling
 GV2511.and adjusted by the National Geodetic Survey in June 1991..
 GV2511
 GV2511.The geoid height was determined by GEOID03.
 GV2511
 GV2511.The dynamic height is computed by dividing the NAVD 88
 GV2511.geopotential number by the normal gravity value computed on the
 GV2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2511.degrees latitude (g = 980.6199 gals.).
 GV2511
 GV2511.The modeled gravity was interpolated from observed gravity values.
 GV2511
 GV2511;                    North         East    Units  Estimated Accuracy
 GV2511;SPC VA S     - 1,174,120.    3,585,310.      MT  (+/- 180 meters Scaled)
 GV2511
 GV2511                          SUPERSEDED SURVEY CONTROL
 GV2511
 GV2511  NGVD 29 (??/??/??)   78.754  (m)          258.38   (f) ADJUSTED    2 0
 GV2511
 GV2511.Superseded values are not recommended for survey control.
 GV2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2511.See file dsdata.txt to determine how the superseded data were derived.
 GV2511
 GV2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG775975(NAD 83)
 GV2511_MARKER: DD = SURVEY DISK
 GV2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2511_STAMPING: 16 D 1929 258.371 ELEV
 GV2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2511+STABILITY: SURFACE MOTION
 GV2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2511+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV2511
 GV2511  HISTORY     - Date     Condition        Report By
 GV2511  HISTORY     - 1929     MONUMENTED       USGS
 GV2511  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2511  HISTORY     - 1989     GOOD             USPSQD
 GV2511  HISTORY     - 19970212 GOOD             USPSQD
 GV2511  HISTORY     - 20020114 GOOD             USPSQD
 GV2511  HISTORY     - 20060218 GOOD             USPSQD
 GV2511
 GV2511                          STATION DESCRIPTION
 GV2511
 GV2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2511'5 MI NW FROM DOSWELL.
 GV2511'5.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV2511'FROM THE GENERAL STORE AT DOSWELL, HANOVER COUNTY, ABOUT 1.0
 GV2511'MILE SOUTHEAST OF THE STATION AT NOEL, ABOUT 50 FEET NORTH OF
 GV2511'THE CENTER LINE OF THE TRACK, AND 30 FEET WEST OF THE CENTER
 GV2511'LINE OF A ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV2511'DISK, STAMPED 16 D 1929 258.371 ELEV.
 GV2511
 GV2511                          STATION RECOVERY (1989)
 GV2511
 GV2511'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2511'RECOVERED IN GOOD CONDITION.
 GV2511
 GV2511                          STATION RECOVERY (1997)
 GV2511
 GV2511'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2511'RECOVERED IN GOOD CONDITION.
 GV2511
 GV2511                          STATION RECOVERY (2002)
 GV2511
 GV2511'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2511'BENCHMARK IS ADJACENT TO A WITNESS POST
 GV2511
 GV2511                          STATION RECOVERY (2006)
 GV2511
 GV2511'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0114 ***********************************************************************
 FW0114  DESIGNATION -  16 USGS
 FW0114  PID         -  FW0114
 FW0114  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0114  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0114
 FW0114                         *CURRENT SURVEY CONTROL
 FW0114  ___________________________________________________________________
 FW0114* NAD 83(1986)-  36 50 18.     (N)    075 59 56.     (W)     SCALED    
 FW0114* NAVD 88     -         4.510  (meters)      14.80   (feet)  ADJUSTED  
 FW0114  ___________________________________________________________________
 FW0114  GEOID HEIGHT-         -37.69  (meters)                     GEOID03
 FW0114  DYNAMIC HT  -           4.507 (meters)      14.79  (feet)  COMP
 FW0114  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 FW0114
 FW0114  VERT ORDER  -  FIRST     CLASS I
 FW0114
 FW0114.The horizontal coordinates were scaled from a topographic map and have
 FW0114.an estimated accuracy of +/- 6 seconds.
 FW0114
 FW0114.The orthometric height was determined by differential leveling
 FW0114.and adjusted by the National Geodetic Survey in June 1991..
 FW0114
 FW0114.The geoid height was determined by GEOID03.
 FW0114
 FW0114.The dynamic height is computed by dividing the NAVD 88
 FW0114.geopotential number by the normal gravity value computed on the
 FW0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0114.degrees latitude (g = 980.6199 gals.).
 FW0114
 FW0114.The modeled gravity was interpolated from observed gravity values.
 FW0114
 FW0114;                    North         East    Units  Estimated Accuracy
 FW0114;SPC VA S     - 1,059,000.    3,723,070.      MT  (+/- 180 meters Scaled)
 FW0114
 FW0114                          SUPERSEDED SURVEY CONTROL
 FW0114
 FW0114  NGVD 29 (??/??/??)    4.761  (m)           15.62   (f) ADJUSTED    1 1
 FW0114
 FW0114.Superseded values are not recommended for survey control.
 FW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0114.See file dsdata.txt to determine how the superseded data were derived.
 FW0114
 FW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF109774(NAD 83)
 FW0114_MARKER: P = PIPE CAP
 FW0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW0114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FW0114_STAMPING: 16
 FW0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0114
 FW0114  HISTORY     - Date     Condition        Report By
 FW0114  HISTORY     - UNK      MONUMENTED       USGS
 FW0114  HISTORY     - 1963     GOOD             CGS
 FW0114  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0114
 FW0114                          STATION DESCRIPTION
 FW0114
 FW0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0114'1.5 MI W FROM VIRGINIA BEACH.
 FW0114'ABOUT 1.25 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FW0114'OF U.S. HIGHWAY 60 AT VIRGINIA BEACH, THENCE 0.25 MILE SOUTH
 FW0114'ALONG STATE HIGHWAY 637, AT THE CROSSING OF THE NORFOLK SOUTHERN
 FW0114'RAILWAY, 69 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 637, 76 1/2
 FW0114'NOTE-- THIS MARK WAS DELETED FROM PUBLICATION BECAUSE L14224 WASNT
 FW0114'REAJUSTED. MARK HAS A NEGATIVE REPORT.
 FW0114'FEET WEST OF CENTER OF INTERSECTION OF MAIN TRACK AND HIGHWAY,
 FW0114'6 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 4 FEET NORTH OF NORTH
 FW0114'RAIL OF SPUR TRACK, AND PROJECTING 10 INCHES.
 FW0114
 FW0114                          STATION RECOVERY (1963)
 FW0114
 FW0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0538 ***********************************************************************
 FX0538  DESIGNATION -  16 USN
 FX0538  PID         -  FX0538
 FX0538  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0538  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0538
 FX0538                         *CURRENT SURVEY CONTROL
 FX0538  ___________________________________________________________________
 FX0538* NAD 83(1986)-  36 48 40.     (N)    076 01 30.     (W)     SCALED    
 FX0538* NAVD 88     -         5.200  (meters)      17.06   (feet)  ADJUSTED  
 FX0538  ___________________________________________________________________
 FX0538  GEOID HEIGHT-         -37.68  (meters)                     GEOID03
 FX0538  DYNAMIC HT  -           5.196 (meters)      17.05  (feet)  COMP
 FX0538  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 FX0538
 FX0538  VERT ORDER  -  FIRST     CLASS I
 FX0538
 FX0538.The horizontal coordinates were scaled from a topographic map and have
 FX0538.an estimated accuracy of +/- 6 seconds.
 FX0538
 FX0538.The orthometric height was determined by differential leveling
 FX0538.and adjusted by the National Geodetic Survey in June 1991..
 FX0538
 FX0538.The geoid height was determined by GEOID03.
 FX0538
 FX0538.The dynamic height is computed by dividing the NAVD 88
 FX0538.geopotential number by the normal gravity value computed on the
 FX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0538.degrees latitude (g = 980.6199 gals.).
 FX0538
 FX0538.The modeled gravity was interpolated from observed gravity values.
 FX0538
 FX0538;                    North         East    Units  Estimated Accuracy
 FX0538;SPC VA S     - 1,055,920.    3,720,820.      MT  (+/- 180 meters Scaled)
 FX0538
 FX0538                          SUPERSEDED SURVEY CONTROL
 FX0538
 FX0538  NGVD 29 (??/??/92)    5.443  (m)           17.86   (f) ADJ UNCH    1 1
 FX0538
 FX0538.Superseded values are not recommended for survey control.
 FX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0538.See file dsdata.txt to determine how the superseded data were derived.
 FX0538
 FX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF085744(NAD 83)
 FX0538_MARKER: DD = SURVEY DISK
 FX0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0538_STAMPING: 16
 FX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0538+STABILITY: SURFACE MOTION
 FX0538
 FX0538  HISTORY     - Date     Condition        Report By
 FX0538  HISTORY     - UNK      MONUMENTED       DOD
 FX0538  HISTORY     - 1963     GOOD             NGS
 FX0538  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 FX0538
 FX0538                          STATION DESCRIPTION
 FX0538
 FX0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0538'AT OCEANA NAVAL AIR STA.
 FX0538'AT OCEANA NAVAL AIR STATION, ABOUT 1.15 MILES NORTHWEST ALONG
 FX0538'PRINCESS ANNE ROAD FROM THE MAIN ENTRANCE, AT THE INTERSECTION
 FX0538'OF E. AVENUE, 51.5 FEET SOUTH OF THE CENTER OF THE INTERSECTION,
 FX0538'2.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE ROAD, 50.6 FEET
 FX0538'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTH CORNER OF A
 FX0538'3 BY 3-FOOT CONCRETE CULVERT DRAIN, 47.7 FEET NORTHWEST OF
 FX0538'POWER POLE L-1, APPROXIMATELY 136 YARDS SOUTH OF THE SOUTH
 FX0538'CORNER OF BUILDING 230, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 FX0538'ROAD, AND SET IN TOP OF A CONCRETE POST THAT PROJECTS ABOUT
 FX0538'1 INCH.
 FX0538
 FX0538                          STATION RECOVERY (2001)
 FX0538
 FX0538'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0538'MARK NOT FOUND. THERE HAS BEEN MUCH WORK DONE IN THIS AREA WHICH HAS
 FX0538'PROBABLY RESULTED IN THE STATION BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5738 ***********************************************************************
 GV5738  DESIGNATION -  160 C OF R 1972
 GV5738  PID         -  GV5738
 GV5738  STATE/COUNTY-  VA/C OF RICHMOND
 GV5738  USGS QUAD   -  BON AIR (1994)
 GV5738
 GV5738                         *CURRENT SURVEY CONTROL
 GV5738  ___________________________________________________________________
 GV5738* NAD 83(1993)-  37 32 24.06262(N)    077 31 07.25617(W)     ADJUSTED  
 GV5738* NAVD 88     -        56.78   (+/-2cm)     186.3    (feet)  VERTCON   
 GV5738  ___________________________________________________________________
 GV5738  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GV5738  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5738
 GV5738  HORZ ORDER  -  SECOND
 GV5738  VERT ORDER  -  THIRD ? (See Below)
 GV5738
 GV5738.The horizontal coordinates were established by classical geodetic methods
 GV5738.and adjusted by the National Geodetic Survey in November 1994..
 GV5738
 GV5738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5738.The vertical order pertains to the NGVD 29 superseded value.
 GV5738
 GV5738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5738
 GV5738.The geoid height was determined by GEOID03.
 GV5738
 GV5738;                    North         East     Units Scale Factor Converg.
 GV5738;SPC VA S     - 1,134,363.170 3,586,721.222   MT  0.99994992   +0 35 44.1
 GV5738;SPC VA S     - 3,721,656.50 11,767,434.54   sFT  0.99994992   +0 35 44.1
 GV5738;UTM  18      - 4,157,762.277   277,473.723   MT  1.00020998   -1 32 07.1
 GV5738
 GV5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5738!SPC VA S     -   0.99999625  x   0.99994992  =   0.99994617
 GV5738!UTM  18      -   0.99999625  x   1.00020998  =   1.00020623
 GV5738
 GV5738                          SUPERSEDED SURVEY CONTROL
 GV5738
 GV5738  NAD 83(1986)-  37 32 24.06884(N)    077 31 07.27291(W) AD(       ) 2
 GV5738  NAD 27      -  37 32 23.53998(N)    077 31 08.32518(W) AD(       ) 2
 GV5738  NGVD 29 (07/19/86)   57.09   (m)          187.3    (f) LEVELING    3  
 GV5738
 GV5738.Superseded values are not recommended for survey control.
 GV5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5738.See file dsdata.txt to determine how the superseded data were derived.
 GV5738
 GV5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7747457762(NAD 83)
 GV5738_MARKER: Z = SEE DESCRIPTION
 GV5738_SETTING: 0 = UNSPECIFIED SETTING
 GV5738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5738+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5738
 GV5738  HISTORY     - Date     Condition        Report By
 GV5738  HISTORY     - 1972     MONUMENTED       VA2060
 GV5738  HISTORY     - 19951118 GOOD             USPSQD
 GV5738  HISTORY     - 19991101 GOOD             USPSQD
 GV5738  HISTORY     - 20040302 GOOD             USPSQD
 GV5738  HISTORY     - 20051205 GOOD             USPSQD
 GV5738
 GV5738                          STATION DESCRIPTION
 GV5738
 GV5738'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5738'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5738'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5738'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5738'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.15 MILE TO
 GV5738'POINT NO.  160.
 GV5738'
 GV5738'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5738'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5738'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5738'8 INCHES BELOW GROUND.
 GV5738'
 GV5738'25.2 FEET S.E. OF C/L OF HATHAWAY RD., 30.8 FEET S.W. OF C/L OF
 GV5738'SEQUOYAH RD., 61.1 FEET S.W. OF 24 INCH PINOAK, 14.2 FEET N.W. OF W.
 GV5738'END OF 5 FEET FENCE.
 GV5738'
 GV5738'NEAREST TOWN--RICHMOND.
 GV5738
 GV5738                          STATION RECOVERY (1995)
 GV5738
 GV5738'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5738'RECOVERED IN GOOD CONDITION.
 GV5738
 GV5738                          STATION RECOVERY (1999)
 GV5738
 GV5738'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5738'RECOVERED IN GOOD CONDITION.
 GV5738
 GV5738                          STATION RECOVERY (2004)
 GV5738
 GV5738'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5738'RECOVERED IN GOOD CONDITION.
 GV5738
 GV5738                          STATION RECOVERY (2005)
 GV5738
 GV5738'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1311 ***********************************************************************
 GA1311  DESIGNATION -  1600
 GA1311  PID         -  GA1311
 GA1311  STATE/COUNTY-  VA/LEE
 GA1311  USGS QUAD   -  KEOKEE (1978)
 GA1311
 GA1311                         *CURRENT SURVEY CONTROL
 GA1311  ___________________________________________________________________
 GA1311* NAD 83(1986)-  36 47 45.     (N)    082 59 50.     (W)     SCALED    
 GA1311* NAVD 88     -       487.503  (meters)    1599.42   (feet)  ADJUSTED  
 GA1311  ___________________________________________________________________
 GA1311  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1311  DYNAMIC HT  -         487.073 (meters)    1598.01  (feet)  COMP
 GA1311  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 GA1311
 GA1311  VERT ORDER  -  SECOND    CLASS 0
 GA1311
 GA1311.The horizontal coordinates were scaled from a topographic map and have
 GA1311.an estimated accuracy of +/- 6 seconds.
 GA1311
 GA1311.The orthometric height was determined by differential leveling
 GA1311.and adjusted by the National Geodetic Survey in June 1991..
 GA1311
 GA1311.The geoid height was determined by GEOID03.
 GA1311
 GA1311.The dynamic height is computed by dividing the NAVD 88
 GA1311.geopotential number by the normal gravity value computed on the
 GA1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1311.degrees latitude (g = 980.6199 gals.).
 GA1311
 GA1311.The modeled gravity was interpolated from observed gravity values.
 GA1311
 GA1311;                    North         East    Units  Estimated Accuracy
 GA1311;SPC VA S     - 1,060,880.    3,098,780.      MT  (+/- 180 meters Scaled)
 GA1311
 GA1311                          SUPERSEDED SURVEY CONTROL
 GA1311
 GA1311  NGVD 29 (??/??/92)  487.631  (m)         1599.84   (f) ADJ UNCH    2 0
 GA1311
 GA1311.Superseded values are not recommended for survey control.
 GA1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1311.See file dsdata.txt to determine how the superseded data were derived.
 GA1311
 GA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA218740(NAD 83)
 GA1311_MARKER: DD = SURVEY DISK
 GA1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1311_SP_SET: OVERPASS
 GA1311_STAMPING: 1600 VA
 GA1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1311
 GA1311  HISTORY     - Date     Condition        Report By
 GA1311  HISTORY     - UNK      MONUMENTED       USGS
 GA1311  HISTORY     - 1953     GOOD             NGS
 GA1311  HISTORY     - 1956     GOOD             NGS
 GA1311
 GA1311                          STATION DESCRIPTION
 GA1311
 GA1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1311'6.5 MI NE FROM PENNINGTON GAP.
 GA1311'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1311'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, THENCE ABOUT
 GA1311'3.8 MILES NORTHEAST ALONG COUNTY ROAD 606, AT THE OVERPASS
 GA1311'OF THE SOUTHERN RAILWAY OVER ROAD AND NORTH FORK OF POWELL
 GA1311'RIVER, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 GA1311'ABUTMENT OF RAILROAD OVERPASS, 4 1/2 FEET NORTH OF NORTH RAIL,
 GA1311'ABOUT 35 YARDS WEST OF BLACK TOP ROAD AND ABOUT 35 FEET ABOVE
 GA1311'LEVEL OF ROAD AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.  NOTE--
 GA1311'IT WAS REPORTED THE MARK WAS MUTILATED BUT SOLID.
 GA1311
 GA1311                          STATION RECOVERY (1956)
 GA1311
 GA1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2445 ***********************************************************************
 GV2445  DESIGNATION -  160.2 CORR
 GV2445  PID         -  GV2445
 GV2445  STATE/COUNTY-  VA/GOOCHLAND
 GV2445  USGS QUAD   -  GOOCHLAND (1968)
 GV2445
 GV2445                         *CURRENT SURVEY CONTROL
 GV2445  ___________________________________________________________________
 GV2445* NAD 83(1986)-  37 40 08.     (N)    077 53 09.     (W)     SCALED    
 GV2445* NAVD 88     -        48.52   (+/-2cm)     159.2    (feet)  VERTCON   
 GV2445  ___________________________________________________________________
 GV2445  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV2445
 GV2445  VERT ORDER  -  ? (See Below)
 GV2445
 GV2445.The horizontal coordinates were scaled from a topographic map and have
 GV2445.an estimated accuracy of +/- 6 seconds.
 GV2445
 GV2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2445.The vertical order pertains to the NGVD 29 superseded value.
 GV2445
 GV2445.The geoid height was determined by GEOID03.
 GV2445
 GV2445;                    North         East    Units  Estimated Accuracy
 GV2445;SPC VA S     - 1,148,390.    3,554,180.      MT  (+/- 180 meters Scaled)
 GV2445
 GV2445                          SUPERSEDED SURVEY CONTROL
 GV2445
 GV2445  NGVD 29 (??/??/??)   48.821  (m)          160.17   (f) ADJUSTED    ?  
 GV2445
 GV2445.Superseded values are not recommended for survey control.
 GV2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2445.See file dsdata.txt to determine how the superseded data were derived.
 GV2445
 GV2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG454729(NAD 83)
 GV2445_MARKER: X = CHISELED CROSS
 GV2445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2445_SP_SET: CONC CURB
 GV2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2445
 GV2445  HISTORY     - Date     Condition        Report By
 GV2445  HISTORY     - UNK      MONUMENTED       CORR
 GV2445  HISTORY     - 1934     GOOD             CGS
 GV2445  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2445  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2445  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2445
 GV2445                          STATION DESCRIPTION
 GV2445
 GV2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV2445'AT MAIDENS.
 GV2445'AT MAIDENS, GOOCHLAND COUNTY, AT THE CHESAPEAKE AND OHIO RAILWAY
 GV2445'STATION, AND ON THE NORTHEAST CORNER OF THE CONCRETE CURB OF
 GV2445'THE PASSENGER LANDING.  A CHISELED CROSS.
 GV2445
 GV2445                          STATION RECOVERY (1983)
 GV2445
 GV2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2445'NOT RECOVERED, CONSIDER DESTROYED, THE STATION AND PASSENGER LANDING
 GV2445'PLATFORM HAVE BEEN TORN DOWN AND REMOVED FROM THIS LOCATION.
 GV2445
 GV2445                          STATION RECOVERY (1998)
 GV2445
 GV2445'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2445'MARK NOT FOUND.
 GV2445
 GV2445                          STATION RECOVERY (2003)
 GV2445
 GV2445'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5736 ***********************************************************************
 GV5736  DESIGNATION -  161 C OF R 1972
 GV5736  PID         -  GV5736
 GV5736  STATE/COUNTY-  VA/C OF RICHMOND
 GV5736  USGS QUAD   -  BON AIR (1994)
 GV5736
 GV5736                         *CURRENT SURVEY CONTROL
 GV5736  ___________________________________________________________________
 GV5736* NAD 83(1993)-  37 32 31.22409(N)    077 31 02.69933(W)     ADJUSTED  
 GV5736* NAVD 88     -        51.25   (+/-2cm)     168.1    (feet)  VERTCON   
 GV5736  ___________________________________________________________________
 GV5736  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 GV5736  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5736
 GV5736  HORZ ORDER  -  SECOND
 GV5736  VERT ORDER  -  THIRD ? (See Below)
 GV5736
 GV5736.The horizontal coordinates were established by classical geodetic methods
 GV5736.and adjusted by the National Geodetic Survey in November 1994..
 GV5736
 GV5736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5736.The vertical order pertains to the NGVD 29 superseded value.
 GV5736
 GV5736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5736
 GV5736.The geoid height was determined by GEOID03.
 GV5736
 GV5736;                    North         East     Units Scale Factor Converg.
 GV5736;SPC VA S     - 1,134,585.098 3,586,830.781   MT  0.99995002   +0 35 46.9
 GV5736;SPC VA S     - 3,722,384.61 11,767,793.99   sFT  0.99995002   +0 35 46.9
 GV5736;UTM  18      - 4,157,980.034   277,591.488   MT  1.00020934   -1 32 04.6
 GV5736
 GV5736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5736!SPC VA S     -   0.99999712  x   0.99995002  =   0.99994714
 GV5736!UTM  18      -   0.99999712  x   1.00020934  =   1.00020646
 GV5736
 GV5736|---------------------------------------------------------------------|
 GV5736| PID    Reference Object                     Distance      Geod. Az  |
 GV5736|                                                           dddmmss.s |
 GV5736| GV5738 160 C OF R 1972                     247.510 METERS 20652     |
 GV5736| GV5740 162 C OF R 1972                     324.351 METERS 33055     |
 GV5736|---------------------------------------------------------------------|
 GV5736
 GV5736                          SUPERSEDED SURVEY CONTROL
 GV5736
 GV5736  NAD 83(1986)-  37 32 31.23037(N)    077 31 02.71605(W) AD(       ) 2
 GV5736  NAD 27      -  37 32 30.70163(N)    077 31 03.76861(W) AD(       ) 2
 GV5736  NGVD 29 (07/19/86)   51.56   (m)          169.2    (f) LEVELING    3  
 GV5736
 GV5736.Superseded values are not recommended for survey control.
 GV5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5736.See file dsdata.txt to determine how the superseded data were derived.
 GV5736
 GV5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7759157980(NAD 83)
 GV5736_MARKER: Z = SEE DESCRIPTION
 GV5736_SETTING: 0 = UNSPECIFIED SETTING
 GV5736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5736+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5736
 GV5736  HISTORY     - Date     Condition        Report By
 GV5736  HISTORY     - 1972     MONUMENTED       VA2060
 GV5736  HISTORY     - 19951118 GOOD             USPSQD
 GV5736  HISTORY     - 19991101 GOOD             USPSQD
 GV5736  HISTORY     - 20040302 GOOD             USPSQD
 GV5736
 GV5736                          STATION DESCRIPTION
 GV5736
 GV5736'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5736'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5736'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5736'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5736'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5736'POINT NO.  161.
 GV5736'
 GV5736'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5736'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5736'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5736'8 INCHES BELOW GROUND.
 GV5736'
 GV5736'22.2 FEET S.E. OF C/L OF HATHAWAY RD., 26.3 FEET S.S.W. OF C/L OF
 GV5736'WALLOWA RD., 49.0 FEET S.W. OF C AND P POLE NO. 5690B, 13.1 FEET
 GV5736'N.E.  OF VEPCO POLE NO. OA11.
 GV5736'
 GV5736'NEAREST TOWN--RICHMOND.
 GV5736
 GV5736                          STATION RECOVERY (1995)
 GV5736
 GV5736'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5736'RECOVERED IN GOOD CONDITION.
 GV5736
 GV5736                          STATION RECOVERY (1999)
 GV5736
 GV5736'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5736'RECOVERED IN GOOD CONDITION.
 GV5736
 GV5736                          STATION RECOVERY (2004)
 GV5736
 GV5736'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3796 ***********************************************************************
 HV3796  DESIGNATION -  1610 VAGS
 HV3796  PID         -  HV3796
 HV3796  STATE/COUNTY-  VA/FAUQUIER
 HV3796  USGS QUAD   -  WARRENTON (1978)
 HV3796
 HV3796                         *CURRENT SURVEY CONTROL
 HV3796  ___________________________________________________________________
 HV3796* NAD 83(1986)-  38 38 57.     (N)    077 52 11.     (W)     SCALED    
 HV3796* NAVD 88     -        95.476  (meters)     313.24   (feet)  ADJUSTED  
 HV3796  ___________________________________________________________________
 HV3796  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV3796  DYNAMIC HT  -          95.418 (meters)     313.05  (feet)  COMP
 HV3796  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 HV3796
 HV3796  VERT ORDER  -  SECOND    CLASS 0
 HV3796
 HV3796.The horizontal coordinates were scaled from a topographic map and have
 HV3796.an estimated accuracy of +/- 6 seconds.
 HV3796
 HV3796.The orthometric height was determined by differential leveling
 HV3796.and adjusted by the National Geodetic Survey in June 1991..
 HV3796
 HV3796.The geoid height was determined by GEOID03.
 HV3796
 HV3796.The dynamic height is computed by dividing the NAVD 88
 HV3796.geopotential number by the normal gravity value computed on the
 HV3796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3796.degrees latitude (g = 980.6199 gals.).
 HV3796
 HV3796.The modeled gravity was interpolated from observed gravity values.
 HV3796
 HV3796;                    North         East    Units  Estimated Accuracy
 HV3796;SPC VA N     - 2,109,240.    3,554,860.      MT  (+/- 180 meters Scaled)
 HV3796
 HV3796                          SUPERSEDED SURVEY CONTROL
 HV3796
 HV3796  NGVD 29 (??/??/??)   95.688  (m)          313.94   (f) ADJUSTED    2 0
 HV3796
 HV3796.Superseded values are not recommended for survey control.
 HV3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3796.See file dsdata.txt to determine how the superseded data were derived.
 HV3796
 HV3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH502817(NAD 83)
 HV3796_MARKER: DD = SURVEY DISK
 HV3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3796_STAMPING: 1610
 HV3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3796+STABILITY: SURFACE MOTION
 HV3796
 HV3796  HISTORY     - Date     Condition        Report By
 HV3796  HISTORY     - UNK      MONUMENTED       VAGS
 HV3796  HISTORY     - 1941     GOOD             CGS
 HV3796
 HV3796                          STATION DESCRIPTION
 HV3796
 HV3796'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3796'6.8 MI SW FROM WARRENTON.
 HV3796'ABOUT 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 HV3796'COUNTY COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT FAUQUIER
 HV3796'WHITE SULPHUR SPRINGS, AT THE JUNCTION OF STATE HIGHWAY 687, 23
 HV3796'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 687, 25
 HV3796'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 29, 4.5 FEET
 HV3796'NORTHWEST OF A CORNER FENCE POST, AND 1 FOOT NORTHWEST OF A
 HV3796'WHITE WOODEN POST STENCILED U.S.B.M.  A STATE SURVEY STANDARD
 HV3796'DISK, STAMPED 1610 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3798 ***********************************************************************
 HV3798  DESIGNATION -  1611 VAGS
 HV3798  PID         -  HV3798
 HV3798  STATE/COUNTY-  VA/FAUQUIER
 HV3798  USGS QUAD   -  WARRENTON (1978)
 HV3798
 HV3798                         *CURRENT SURVEY CONTROL
 HV3798  ___________________________________________________________________
 HV3798* NAD 83(1986)-  38 40 32.     (N)    077 51 22.     (W)     SCALED    
 HV3798* NAVD 88     -       129.682  (meters)     425.46   (feet)  ADJUSTED  
 HV3798  ___________________________________________________________________
 HV3798  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV3798  DYNAMIC HT  -         129.604 (meters)     425.21  (feet)  COMP
 HV3798  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 HV3798
 HV3798  VERT ORDER  -  SECOND    CLASS 0
 HV3798
 HV3798.The horizontal coordinates were scaled from a topographic map and have
 HV3798.an estimated accuracy of +/- 6 seconds.
 HV3798
 HV3798.The orthometric height was determined by differential leveling
 HV3798.and adjusted by the National Geodetic Survey in June 1991..
 HV3798
 HV3798.The geoid height was determined by GEOID03.
 HV3798
 HV3798.The dynamic height is computed by dividing the NAVD 88
 HV3798.geopotential number by the normal gravity value computed on the
 HV3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3798.degrees latitude (g = 980.6199 gals.).
 HV3798
 HV3798.The modeled gravity was interpolated from observed gravity values.
 HV3798
 HV3798;                    North         East    Units  Estimated Accuracy
 HV3798;SPC VA N     - 2,112,180.    3,556,030.      MT  (+/- 180 meters Scaled)
 HV3798
 HV3798                          SUPERSEDED SURVEY CONTROL
 HV3798
 HV3798  NGVD 29 (??/??/??)  129.899  (m)          426.18   (f) ADJUSTED    2 0
 HV3798
 HV3798.Superseded values are not recommended for survey control.
 HV3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3798.See file dsdata.txt to determine how the superseded data were derived.
 HV3798
 HV3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH515846(NAD 83)
 HV3798_MARKER: DD = SURVEY DISK
 HV3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3798_STAMPING: 1611
 HV3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3798+STABILITY: SURFACE MOTION
 HV3798
 HV3798  HISTORY     - Date     Condition        Report By
 HV3798  HISTORY     - UNK      MONUMENTED       VAGS
 HV3798  HISTORY     - 1941     GOOD             CGS
 HV3798  HISTORY     - 20031226 GOOD             GEOCAC
 HV3798
 HV3798                          STATION DESCRIPTION
 HV3798
 HV3798'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3798'4.7 MI SW FROM WARRENTON.
 HV3798'ABOUT 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 HV3798'COUNTY COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT THE
 HV3798'JUNCTION OF STATE HIGHWAY 688, 35 FEET NORTHWEST OF THE
 HV3798'NORTHWEST CORNER OF A HOUSE SOUTH OF THE HIGHWAY, 20 FEET
 HV3798'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 29, 9.6 FEET
 HV3798'SOUTHWEST OF POWER-TRANSMISSION LINE POLE F 158, 3 FEET SOUTH OF
 HV3798'AN EAST-AND-WEST FENCE, 2 FEET WEST OF A NORTH-AND-SOUTH FENCE,
 HV3798'AND 1 FOOT NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 HV3798'STATE SURVEY STANDARD DISK, STAMPED 1611 AND SET IN THE TOP OF A
 HV3798'CONCRETE POST.
 HV3798
 HV3798                          STATION RECOVERY (2003)
 HV3798
 HV3798'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV3798'FOUND AS DESCRIBED IN 1941 WITH THE FOLLOWING ADDITIONS AND CHANGES.
 HV3798' 
 HV3798' 
 HV3798'STATE HIGHWAY 29 IS NOW KNOWN AS COUNTY ROUTE 802. POWER POLE F 158 IS
 HV3798'MORE PROMINENTLY LABELED B1508 KG86.
 HV3798' 
 HV3798'STATION IS APPROXIMATELY 45 FEET NORTHEAST OF THE INTERSECTION WITH
 HV3798'HARTS MILL ROAD, ALSO KNOWN AS COUNTY ROUTE 658. STATION IS
 HV3798'APPROXIMATELY 1.5 FEET SOUTH OF A METAL WITNESS POST.
 HV3798' 
 HV3798'HANDHELD, CONSUMER-GRADE GPS RECEIVER RETURNS COORDINATES N 38 40
 HV3798'33.2, W 077 51 22.2 (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3799 ***********************************************************************
 HV3799  DESIGNATION -  1612 VAGS
 HV3799  PID         -  HV3799
 HV3799  STATE/COUNTY-  VA/FAUQUIER
 HV3799  USGS QUAD   -  WARRENTON (1978)
 HV3799
 HV3799                         *CURRENT SURVEY CONTROL
 HV3799  ___________________________________________________________________
 HV3799* NAD 83(1986)-  38 40 37.     (N)    077 51 08.     (W)     SCALED    
 HV3799* NAVD 88     -       127.737  (meters)     419.08   (feet)  ADJUSTED  
 HV3799  ___________________________________________________________________
 HV3799  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV3799  DYNAMIC HT  -         127.660 (meters)     418.83  (feet)  COMP
 HV3799  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 HV3799
 HV3799  VERT ORDER  -  SECOND    CLASS 0
 HV3799
 HV3799.The horizontal coordinates were scaled from a topographic map and have
 HV3799.an estimated accuracy of +/- 6 seconds.
 HV3799
 HV3799.The orthometric height was determined by differential leveling
 HV3799.and adjusted by the National Geodetic Survey in June 1991..
 HV3799
 HV3799.The geoid height was determined by GEOID03.
 HV3799
 HV3799.The dynamic height is computed by dividing the NAVD 88
 HV3799.geopotential number by the normal gravity value computed on the
 HV3799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3799.degrees latitude (g = 980.6199 gals.).
 HV3799
 HV3799.The modeled gravity was interpolated from observed gravity values.
 HV3799
 HV3799;                    North         East    Units  Estimated Accuracy
 HV3799;SPC VA N     - 2,112,340.    3,556,370.      MT  (+/- 180 meters Scaled)
 HV3799
 HV3799                          SUPERSEDED SURVEY CONTROL
 HV3799
 HV3799  NGVD 29 (??/??/??)  127.954  (m)          419.80   (f) ADJUSTED    2 0
 HV3799
 HV3799.Superseded values are not recommended for survey control.
 HV3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3799.See file dsdata.txt to determine how the superseded data were derived.
 HV3799
 HV3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH518847(NAD 83)
 HV3799_MARKER: DD = SURVEY DISK
 HV3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3799_STAMPING: 1612
 HV3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3799+STABILITY: SURFACE MOTION
 HV3799
 HV3799  HISTORY     - Date     Condition        Report By
 HV3799  HISTORY     - UNK      MONUMENTED       VAGS
 HV3799  HISTORY     - 1941     GOOD             CGS
 HV3799
 HV3799                          STATION DESCRIPTION
 HV3799
 HV3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3799'4.5 MI SW FROM WARRENTON.
 HV3799'ABOUT 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 HV3799'COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT THE OUTSIDE OF
 HV3799'AN EAST-TO-NORTHWEST CURVE, ABOUT 138 FEET WEST OF THE
 HV3799'ENTRANCE TO A FARMHOUSE SOUTH OF THE ROAD, 58.6 FEET EAST OF AN
 HV3799'18-INCH CEDAR TREE, 58 FEET SOUTHWEST OF POWER-TRANSMISSION LINE
 HV3799'POLE F 150, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HV3799'1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTHWEST
 HV3799'OF A WHITE WOODEN POST STENCLED U.S.B.M.  A STATE SURVEY
 HV3799'STANDARD DISK, STAMPED 1612 AND SET IN THE TOP OF A CONCRETE
 HV3799'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3803 ***********************************************************************
 HV3803  DESIGNATION -  1613 VAGS
 HV3803  PID         -  HV3803
 HV3803  STATE/COUNTY-  VA/FAUQUIER
 HV3803  USGS QUAD   -  WARRENTON (1978)
 HV3803
 HV3803                         *CURRENT SURVEY CONTROL
 HV3803  ___________________________________________________________________
 HV3803* NAD 83(1986)-  38 41 56.     (N)    077 49 41.     (W)     SCALED    
 HV3803* NAVD 88     -       141.483  (meters)     464.18   (feet)  ADJUSTED  
 HV3803  ___________________________________________________________________
 HV3803  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV3803  DYNAMIC HT  -         141.400 (meters)     463.91  (feet)  COMP
 HV3803  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 HV3803
 HV3803  VERT ORDER  -  SECOND    CLASS 0
 HV3803
 HV3803.The horizontal coordinates were scaled from a topographic map and have
 HV3803.an estimated accuracy of +/- 6 seconds.
 HV3803
 HV3803.The orthometric height was determined by differential leveling
 HV3803.and adjusted by the National Geodetic Survey in June 1991..
 HV3803
 HV3803.The geoid height was determined by GEOID03.
 HV3803
 HV3803.The dynamic height is computed by dividing the NAVD 88
 HV3803.geopotential number by the normal gravity value computed on the
 HV3803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3803.degrees latitude (g = 980.6199 gals.).
 HV3803
 HV3803.The modeled gravity was interpolated from observed gravity values.
 HV3803
 HV3803;                    North         East    Units  Estimated Accuracy
 HV3803;SPC VA N     - 2,114,790.    3,558,450.      MT  (+/- 180 meters Scaled)
 HV3803
 HV3803                          SUPERSEDED SURVEY CONTROL
 HV3803
 HV3803  NGVD 29 (??/??/??)  141.706  (m)          464.91   (f) ADJUSTED    2 0
 HV3803
 HV3803.Superseded values are not recommended for survey control.
 HV3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3803.See file dsdata.txt to determine how the superseded data were derived.
 HV3803
 HV3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH540871(NAD 83)
 HV3803_MARKER: DD = SURVEY DISK
 HV3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3803_STAMPING: 1613
 HV3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3803+STABILITY: SURFACE MOTION
 HV3803
 HV3803  HISTORY     - Date     Condition        Report By
 HV3803  HISTORY     - UNK      MONUMENTED       VAGS
 HV3803  HISTORY     - 1941     GOOD             CGS
 HV3803  HISTORY     - 1965     GOOD             CGS
 HV3803
 HV3803                          STATION DESCRIPTION
 HV3803
 HV3803'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3803'2.2 MI SW FROM WARRENTON.
 HV3803'ABOUT 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 HV3803'COUNTY COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, ON THE SUMMIT
 HV3803'OF A HILL, ABOUT 125 FEET SOUTHWEST OF POWER-TRANSMISSION LINE
 HV3803'POLE 50, ABOUT 100 FEET EAST OF AN 18-INCH CEDAR TREE NORTH OF
 HV3803'THE HIGHWAY, 51 FEET WEST OF POWER-TRANSMISSION LINE POLE 51,
 HV3803'22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF
 HV3803'A ROCK FENCE, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN POST
 HV3803'STENCILED U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 1613
 HV3803'AND SET IN THE TOP OF A CONCRETE POST.
 HV3803
 HV3803                          STATION RECOVERY (1965)
 HV3803
 HV3803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3804 ***********************************************************************
 HV3804  DESIGNATION -  1614 VAGS
 HV3804  PID         -  HV3804
 HV3804  STATE/COUNTY-  VA/FAUQUIER
 HV3804  USGS QUAD   -  WARRENTON (1978)
 HV3804
 HV3804                         *CURRENT SURVEY CONTROL
 HV3804  ___________________________________________________________________
 HV3804* NAD 83(1986)-  38 42 02.     (N)    077 49 29.     (W)     SCALED    
 HV3804* NAVD 88     -       133.817  (meters)     439.03   (feet)  ADJUSTED  
 HV3804  ___________________________________________________________________
 HV3804  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3804  DYNAMIC HT  -         133.739 (meters)     438.78  (feet)  COMP
 HV3804  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 HV3804
 HV3804  VERT ORDER  -  SECOND    CLASS 0
 HV3804
 HV3804.The horizontal coordinates were scaled from a topographic map and have
 HV3804.an estimated accuracy of +/- 6 seconds.
 HV3804
 HV3804.The orthometric height was determined by differential leveling
 HV3804.and adjusted by the National Geodetic Survey in June 1991..
 HV3804
 HV3804.The geoid height was determined by GEOID03.
 HV3804
 HV3804.The dynamic height is computed by dividing the NAVD 88
 HV3804.geopotential number by the normal gravity value computed on the
 HV3804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3804.degrees latitude (g = 980.6199 gals.).
 HV3804
 HV3804.The modeled gravity was interpolated from observed gravity values.
 HV3804
 HV3804;                    North         East    Units  Estimated Accuracy
 HV3804;SPC VA N     - 2,114,980.    3,558,740.      MT  (+/- 180 meters Scaled)
 HV3804
 HV3804                          SUPERSEDED SURVEY CONTROL
 HV3804
 HV3804  NGVD 29 (??/??/??)  134.040  (m)          439.76   (f) ADJUSTED    2 0
 HV3804
 HV3804.Superseded values are not recommended for survey control.
 HV3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3804.See file dsdata.txt to determine how the superseded data were derived.
 HV3804
 HV3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH543873(NAD 83)
 HV3804_MARKER: DD = SURVEY DISK
 HV3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3804_STAMPING: 1614
 HV3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3804+STABILITY: SURFACE MOTION
 HV3804
 HV3804  HISTORY     - Date     Condition        Report By
 HV3804  HISTORY     - UNK      MONUMENTED       VAGS
 HV3804  HISTORY     - 1941     GOOD             CGS
 HV3804  HISTORY     - 1965     GOOD             CGS
 HV3804
 HV3804                          STATION DESCRIPTION
 HV3804
 HV3804'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3804'2 MI SW FROM WARRENTON.
 HV3804'ABOUT 2 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 HV3804'COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT THE JUNCTION OF
 HV3804'STATE HIGHWAY 682, 78 FEET EAST OF THE CENTER LINE OF STATE
 HV3804'HIGHWAY 682, 45.4 FEET EAST OF POWER-TRANSMISSION LINE POLE 44,
 HV3804'39 FEET WEST OF POWER-TRANSMISSION LINE POLE 43, 19 FEET NORTH
 HV3804'OF THE CENTER LINE OF STATE HIGHWAY 29, 2.8 FEET SOUTH OF A
 HV3804'RAIL FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED
 HV3804'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 1614 AND SET
 HV3804'IN THE TOP OF A CONCRETE POST.
 HV3804
 HV3804                          STATION RECOVERY (1965)
 HV3804
 HV3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3808 ***********************************************************************
 HV3808  DESIGNATION -  1615 VAGS
 HV3808  PID         -  HV3808
 HV3808  STATE/COUNTY-  VA/FAUQUIER
 HV3808  USGS QUAD   -  WARRENTON (1978)
 HV3808
 HV3808                         *CURRENT SURVEY CONTROL
 HV3808  ___________________________________________________________________
 HV3808* NAD 83(1986)-  38 42 31.     (N)    077 47 58.     (W)     SCALED    
 HV3808* NAVD 88     -       174.514  (meters)     572.55   (feet)  ADJUSTED  
 HV3808  ___________________________________________________________________
 HV3808  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV3808  DYNAMIC HT  -         174.412 (meters)     572.22  (feet)  COMP
 HV3808  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 HV3808
 HV3808  VERT ORDER  -  SECOND    CLASS 0
 HV3808
 HV3808.The horizontal coordinates were scaled from a topographic map and have
 HV3808.an estimated accuracy of +/- 6 seconds.
 HV3808
 HV3808.The orthometric height was determined by differential leveling
 HV3808.and adjusted by the National Geodetic Survey in June 1991..
 HV3808
 HV3808.The geoid height was determined by GEOID03.
 HV3808
 HV3808.The dynamic height is computed by dividing the NAVD 88
 HV3808.geopotential number by the normal gravity value computed on the
 HV3808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3808.degrees latitude (g = 980.6199 gals.).
 HV3808
 HV3808.The modeled gravity was interpolated from observed gravity values.
 HV3808
 HV3808;                    North         East    Units  Estimated Accuracy
 HV3808;SPC VA N     - 2,115,890.    3,560,930.      MT  (+/- 180 meters Scaled)
 HV3808
 HV3808                          SUPERSEDED SURVEY CONTROL
 HV3808
 HV3808  NGVD 29 (??/??/??)  174.741  (m)          573.30   (f) ADJUSTED    2 0
 HV3808
 HV3808.Superseded values are not recommended for survey control.
 HV3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3808.See file dsdata.txt to determine how the superseded data were derived.
 HV3808
 HV3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH565881(NAD 83)
 HV3808_MARKER: DD = SURVEY DISK
 HV3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3808_STAMPING: 1615
 HV3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3808+STABILITY: SURFACE MOTION
 HV3808
 HV3808  HISTORY     - Date     Condition        Report By
 HV3808  HISTORY     - UNK      MONUMENTED       VAGS
 HV3808  HISTORY     - 1941     GOOD             CGS
 HV3808  HISTORY     - 1965     GOOD             CGS
 HV3808
 HV3808                          STATION DESCRIPTION
 HV3808
 HV3808'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3808'0.4 MI W FROM WARRENTON.
 HV3808'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 HV3808'COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT THE CROSSING OF
 HV3808'THE BYPASS OF U.S. HIGHWAY 15, 23 FEET WEST OF THE CENTER
 HV3808'LINE OF U.S. HIGHWAY 15, 21 FEET NORTH OF THE CENTER LINE OF STATE
 HV3808'HIGHWAY 29, 6 FEET SOUTHEAST OF POWER-TRANSMISSION LINE POLE
 HV3808'46A, 4 FEET NORTHEAST OF THE WEST END OF A CONCRETE CULVERT
 HV3808'UNDER U.S. HIGHWAY 15, AND 6.6 FEET SOUTHEAST OF A WHITE WOODEN
 HV3808'POST STENCILED U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED
 HV3808'1615 AND SET IN THE TOP OF A CONCRETE POST.
 HV3808
 HV3808                          STATION RECOVERY (1965)
 HV3808
 HV3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2090 ***********************************************************************
 GV2090  DESIGNATION -  161.52 PNMP
 GV2090  PID         -  GV2090
 GV2090  STATE/COUNTY-  VA/DINWIDDIE
 GV2090  USGS QUAD   -  PETERSBURG (1994)
 GV2090
 GV2090                         *CURRENT SURVEY CONTROL
 GV2090  ___________________________________________________________________
 GV2090* NAD 83(1986)-  37 10 19.     (N)    077 24 03.     (W)     SCALED    
 GV2090* NAVD 88     -        48.843  (meters)     160.25   (feet)  ADJUSTED  
 GV2090  ___________________________________________________________________
 GV2090  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV2090  DYNAMIC HT  -          48.807 (meters)     160.13  (feet)  COMP
 GV2090  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 GV2090
 GV2090  VERT ORDER  -  SECOND    CLASS 0
 GV2090
 GV2090.The horizontal coordinates were scaled from a topographic map and have
 GV2090.an estimated accuracy of +/- 6 seconds.
 GV2090
 GV2090.The orthometric height was determined by differential leveling
 GV2090.and adjusted by the National Geodetic Survey in June 1991..
 GV2090
 GV2090.The geoid height was determined by GEOID03.
 GV2090
 GV2090.The dynamic height is computed by dividing the NAVD 88
 GV2090.geopotential number by the normal gravity value computed on the
 GV2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2090.degrees latitude (g = 980.6199 gals.).
 GV2090
 GV2090.The modeled gravity was interpolated from observed gravity values.
 GV2090
 GV2090;                    North         East    Units  Estimated Accuracy
 GV2090;SPC VA S     - 1,093,630.    3,597,610.      MT  (+/- 180 meters Scaled)
 GV2090
 GV2090                          SUPERSEDED SURVEY CONTROL
 GV2090
 GV2090  NGVD 29 (??/??/??)   49.196  (m)          161.40   (f) ADJUSTED    2 0
 GV2090
 GV2090.Superseded values are not recommended for survey control.
 GV2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2090.See file dsdata.txt to determine how the superseded data were derived.
 GV2090
 GV2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG868166(NAD 83)
 GV2090_MARKER: DD = SURVEY DISK
 GV2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2090_STAMPING: 161.52
 GV2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2090+STABILITY: SURFACE MOTION
 GV2090
 GV2090  HISTORY     - Date     Condition        Report By
 GV2090  HISTORY     - UNK      MONUMENTED       DOD
 GV2090  HISTORY     - 1960     GOOD             CGS
 GV2090  HISTORY     - 1961     GOOD             CGS
 GV2090  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2090  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV2090
 GV2090                          STATION DESCRIPTION
 GV2090
 GV2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2090'5.2 MI S FROM PETERSBURG.
 GV2090'ABOUT 4.3 MILES SOUTH ALONG COUNTY ROAD 604 FROM THE INTERSECTION
 GV2090'OF WEST AND WASHINGTON STREETS AT PETERSBURG, THENCE ABOUT 0.95
 GV2090'MILE NORTHEAST ALONG FLANK ROAD, 48 1/2 FEET NORTH OF THE CENTER
 GV2090'LINE OF FLANK ROAD, 57 FEET NORTH-NORTHWEST OF CENTER LINE OF
 GV2090'ROAD INTERSECTION, 18 FEET WEST OF THE CENTER LINE OF ROAD
 GV2090'LEADING NORTH, 7 FEET EAST-NORTHEAST OF A 12-INCH OAK TREE, ABOUT
 GV2090'1 1/2 FEET ABOVE THE LEVEL OF ROAD LEADING NORTH, AND SET IN TOP
 GV2090'OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV2090
 GV2090                          STATION RECOVERY (1961)
 GV2090
 GV2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2090'RECOVERED IN GOOD CONDITION.
 GV2090
 GV2090                          STATION RECOVERY (2001)
 GV2090
 GV2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2090
 GV2090                          STATION RECOVERY (2004)
 GV2090
 GV2090'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5740 ***********************************************************************
 GV5740  DESIGNATION -  162 C OF R 1972
 GV5740  PID         -  GV5740
 GV5740  STATE/COUNTY-  VA/C OF RICHMOND
 GV5740  USGS QUAD   -  BON AIR (1994)
 GV5740
 GV5740                         *CURRENT SURVEY CONTROL
 GV5740  ___________________________________________________________________
 GV5740* NAD 83(1993)-  37 32 40.41880(N)    077 31 09.12051(W)     ADJUSTED  
 GV5740* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 GV5740  ___________________________________________________________________
 GV5740  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GV5740  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV5740
 GV5740  HORZ ORDER  -  SECOND
 GV5740  VERT ORDER  -  THIRD ? (See Below)
 GV5740
 GV5740.The horizontal coordinates were established by classical geodetic methods
 GV5740.and adjusted by the National Geodetic Survey in November 1994..
 GV5740
 GV5740.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5740.The vertical order pertains to the NGVD 29 superseded value.
 GV5740
 GV5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5740
 GV5740.The geoid height was determined by GEOID03.
 GV5740
 GV5740;                    North         East     Units Scale Factor Converg.
 GV5740;SPC VA S     - 1,134,866.902 3,586,670.219   MT  0.99995016   +0 35 43.0
 GV5740;SPC VA S     - 3,723,309.16 11,767,267.21   sFT  0.99995016   +0 35 43.0
 GV5740;UTM  18      - 4,158,267.689   277,441.478   MT  1.00021016   -1 32 08.8
 GV5740
 GV5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5740!SPC VA S     -   0.99999722  x   0.99995016  =   0.99994738
 GV5740!UTM  18      -   0.99999722  x   1.00021016  =   1.00020738
 GV5740
 GV5740|---------------------------------------------------------------------|
 GV5740| PID    Reference Object                     Distance      Geod. Az  |
 GV5740|                                                           dddmmss.s |
 GV5740| GV5736 161 C OF R 1972                     324.351 METERS 15055     |
 GV5740| GV5744 163 C OF R 1972                     262.384 METERS 30936     |
 GV5740|---------------------------------------------------------------------|
 GV5740
 GV5740                          SUPERSEDED SURVEY CONTROL
 GV5740
 GV5740  NAD 83(1986)-  37 32 40.42509(N)    077 31 09.13728(W) AD(       ) 2
 GV5740  NAD 27      -  37 32 39.89643(N)    077 31 10.18976(W) AD(       ) 2
 GV5740  NGVD 29 (07/19/86)   50.93   (m)          167.1    (f) LEVELING    3  
 GV5740
 GV5740.Superseded values are not recommended for survey control.
 GV5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5740.See file dsdata.txt to determine how the superseded data were derived.
 GV5740
 GV5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7744158268(NAD 83)
 GV5740_MARKER: Z = SEE DESCRIPTION
 GV5740_SETTING: 0 = UNSPECIFIED SETTING
 GV5740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5740+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5740
 GV5740  HISTORY     - Date     Condition        Report By
 GV5740  HISTORY     - 1972     MONUMENTED       VA2060
 GV5740  HISTORY     - 19951118 GOOD             USPSQD
 GV5740  HISTORY     - 19991101 GOOD             USPSQD
 GV5740  HISTORY     - 20040221 GOOD             USPSQD
 GV5740  HISTORY     - 20051205 GOOD             USPSQD
 GV5740
 GV5740                          STATION DESCRIPTION
 GV5740
 GV5740'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5740'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5740'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5740'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5740'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5740'LONGVIEW DR., THENCE NORTHWEST ON LONGVIEW DR. 0.10 MILE TO POINT
 GV5740'NO. 162.
 GV5740'
 GV5740'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5740'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5740'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5740'8 INCHES BELOW GROUND.
 GV5740'
 GV5740'32.8 FEET N.E. OF C AND P POLE NO. 5696A, 15.0 FEET N.E. OF C/L OF
 GV5740'LONGVIEW DR., 38.6 FEET W. OF C/L OF SCOTTVIEW DR., 6.6 FEET S.S.E.
 GV5740'OF FIRE HYDRANT, 36.7 FEET S.W. OF 18 INCH PINE.
 GV5740'
 GV5740'NEAREST TOWN--RICHMOND.
 GV5740
 GV5740                          STATION RECOVERY (1995)
 GV5740
 GV5740'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5740'RECOVERED IN GOOD CONDITION.
 GV5740
 GV5740                          STATION RECOVERY (1999)
 GV5740
 GV5740'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5740'RECOVERED IN GOOD CONDITION.
 GV5740
 GV5740                          STATION RECOVERY (2004)
 GV5740
 GV5740'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5740'RECOVERED IN GOOD CONDITION.
 GV5740
 GV5740                          STATION RECOVERY (2005)
 GV5740
 GV5740'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2557 ***********************************************************************
 HV2557  DESIGNATION -  162 USGLO
 HV2557  PID         -  HV2557
 HV2557  STATE/COUNTY-  VA/STAFFORD
 HV2557  USGS QUAD   -  QUANTICO (1994)
 HV2557
 HV2557                         *CURRENT SURVEY CONTROL
 HV2557  ___________________________________________________________________
 HV2557* NAD 83(1986)-  38 30 56.     (N)    077 21 56.     (W)     SCALED    
 HV2557* NAVD 88     -        11.482  (meters)      37.67   (feet)  ADJUSTED  
 HV2557  ___________________________________________________________________
 HV2557  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2557  DYNAMIC HT  -          11.475 (meters)      37.65  (feet)  COMP
 HV2557  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 HV2557
 HV2557  VERT ORDER  -  SECOND    CLASS 0
 HV2557
 HV2557.The horizontal coordinates were scaled from a topographic map and have
 HV2557.an estimated accuracy of +/- 6 seconds.
 HV2557
 HV2557.The orthometric height was determined by differential leveling
 HV2557.and adjusted by the National Geodetic Survey in June 1991..
 HV2557
 HV2557.The geoid height was determined by GEOID03.
 HV2557
 HV2557.The dynamic height is computed by dividing the NAVD 88
 HV2557.geopotential number by the normal gravity value computed on the
 HV2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2557.degrees latitude (g = 980.6199 gals.).
 HV2557
 HV2557.The modeled gravity was interpolated from observed gravity values.
 HV2557
 HV2557;                    North         East    Units  Estimated Accuracy
 HV2557;SPC VA N     - 2,094,840.    3,598,930.      MT  (+/- 180 meters Scaled)
 HV2557
 HV2557                          SUPERSEDED SURVEY CONTROL
 HV2557
 HV2557  NGVD 29 (??/??/??)   11.753  (m)           38.56   (f) ADJUSTED    2 0
 HV2557
 HV2557.Superseded values are not recommended for survey control.
 HV2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2557.See file dsdata.txt to determine how the superseded data were derived.
 HV2557
 HV2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH937656(NAD 83)
 HV2557_MARKER: DD = SURVEY DISK
 HV2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2557_STAMPING: USMC BM 162 1943
 HV2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2557+STABILITY: SURFACE MOTION
 HV2557
 HV2557  HISTORY     - Date     Condition        Report By
 HV2557  HISTORY     - 1943     MONUMENTED       USGLO
 HV2557  HISTORY     - 1960     GOOD             CGS
 HV2557
 HV2557                          STATION DESCRIPTION
 HV2557
 HV2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2557'4.4 MI SW FROM DUMFRIES.
 HV2557'ABOUT 4.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2557'OFFICE AT DUMFRIES, 27 FEET NORTHWEST OF THE CENTER LINE OF
 HV2557'SOUTHWEST-BOUND LANE OF HIGHWAY, 7 FEET EAST-NORTHEAST OF POWER
 HV2557'LINE POLE 1994, 189 FEET EAST-NORTHEAST OF THE EAST CORNER OF
 HV2557'REDS TRUCK TERMINAL, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HV2557'AND SET IN TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5744 ***********************************************************************
 GV5744  DESIGNATION -  163 C OF R 1972
 GV5744  PID         -  GV5744
 GV5744  STATE/COUNTY-  VA/C OF RICHMOND
 GV5744  USGS QUAD   -  BON AIR (1994)
 GV5744
 GV5744                         *CURRENT SURVEY CONTROL
 GV5744  ___________________________________________________________________
 GV5744* NAD 83(1993)-  37 32 45.84341(N)    077 31 17.35664(W)     ADJUSTED  
 GV5744* NAVD 88     -        61.62   (+/-2cm)     202.2    (feet)  VERTCON   
 GV5744  ___________________________________________________________________
 GV5744  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV5744  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV5744
 GV5744  HORZ ORDER  -  SECOND
 GV5744  VERT ORDER  -  THIRD ? (See Below)
 GV5744
 GV5744.The horizontal coordinates were established by classical geodetic methods
 GV5744.and adjusted by the National Geodetic Survey in November 1994..
 GV5744
 GV5744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5744.The vertical order pertains to the NGVD 29 superseded value.
 GV5744
 GV5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5744
 GV5744.The geoid height was determined by GEOID03.
 GV5744
 GV5744;                    North         East     Units Scale Factor Converg.
 GV5744;SPC VA S     - 1,135,032.028 3,586,466.326   MT  0.99995024   +0 35 38.0
 GV5744;SPC VA S     - 3,723,850.91 11,766,598.27   sFT  0.99995024   +0 35 38.0
 GV5744;UTM  18      - 4,158,440.326   277,243.815   MT  1.00021124   -1 32 14.0
 GV5744
 GV5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5744!SPC VA S     -   0.99999549  x   0.99995024  =   0.99994573
 GV5744!UTM  18      -   0.99999549  x   1.00021124  =   1.00020673
 GV5744
 GV5744                          SUPERSEDED SURVEY CONTROL
 GV5744
 GV5744  NAD 83(1986)-  37 32 45.84969(N)    077 31 17.37345(W) AD(       ) 2
 GV5744  NAD 27      -  37 32 45.32105(N)    077 31 18.42573(W) AD(       ) 2
 GV5744  NGVD 29 (07/19/86)   61.93   (m)          203.2    (f) LEVELING    3  
 GV5744
 GV5744.Superseded values are not recommended for survey control.
 GV5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5744.See file dsdata.txt to determine how the superseded data were derived.
 GV5744
 GV5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7724458440(NAD 83)
 GV5744_MARKER: Z = SEE DESCRIPTION
 GV5744_SETTING: 0 = UNSPECIFIED SETTING
 GV5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5744
 GV5744  HISTORY     - Date     Condition        Report By
 GV5744  HISTORY     - 1972     MONUMENTED       VA2060
 GV5744  HISTORY     - 19951118 GOOD             USPSQD
 GV5744  HISTORY     - 19991101 GOOD             USPSQD
 GV5744  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5744
 GV5744                          STATION DESCRIPTION
 GV5744
 GV5744'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5744'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5744'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5744'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5744'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5744'LONGVIEW DR., THENCE NORTHWEST ON LONGVIEW DR. 0.25 MILE TO POINT
 GV5744'NO. 163.
 GV5744'
 GV5744'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5744'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5744'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5744'8 INCHES BELOW GROUND.
 GV5744'
 GV5744'15.2 FEET S.W. OF C/L OF LONGVIEW DR., 45.1 FEET S.E. OF C/L OF
 GV5744'GRANDVIEW DR., 45.9 FEET S. OF VEPCO POLE NO. 5701A, 11.8 FEET N.E.
 GV5744'OF 18 INCH PINE TREE, 71.2 FEET S.S.E. OF FIRE HYD.
 GV5744'
 GV5744'NEAREST TOWN--RICHMOND.
 GV5744
 GV5744                          STATION RECOVERY (1995)
 GV5744
 GV5744'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5744'RECOVERED IN GOOD CONDITION.
 GV5744
 GV5744                          STATION RECOVERY (1999)
 GV5744
 GV5744'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5744'RECOVERED IN GOOD CONDITION.
 GV5744
 GV5744                          STATION RECOVERY (2004)
 GV5744
 GV5744'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2089 ***********************************************************************
 GV2089  DESIGNATION -  163.35 PNMP
 GV2089  PID         -  GV2089
 GV2089  STATE/COUNTY-  VA/DINWIDDIE
 GV2089  USGS QUAD   -  PETERSBURG (1994)
 GV2089
 GV2089                         *CURRENT SURVEY CONTROL
 GV2089  ___________________________________________________________________
 GV2089* NAD 83(1986)-  37 10 19.     (N)    077 24 03.     (W)     SCALED    
 GV2089* NAVD 88     -        49.397  (meters)     162.06   (feet)  ADJUSTED  
 GV2089  ___________________________________________________________________
 GV2089  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV2089  DYNAMIC HT  -          49.361 (meters)     161.95  (feet)  COMP
 GV2089  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 GV2089
 GV2089  VERT ORDER  -  SECOND    CLASS 0
 GV2089
 GV2089.The horizontal coordinates were scaled from a topographic map and have
 GV2089.an estimated accuracy of +/- 6 seconds.
 GV2089
 GV2089.The orthometric height was determined by differential leveling
 GV2089.and adjusted by the National Geodetic Survey in June 1991..
 GV2089
 GV2089.The geoid height was determined by GEOID03.
 GV2089
 GV2089.The dynamic height is computed by dividing the NAVD 88
 GV2089.geopotential number by the normal gravity value computed on the
 GV2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2089.degrees latitude (g = 980.6199 gals.).
 GV2089
 GV2089.The modeled gravity was interpolated from observed gravity values.
 GV2089
 GV2089;                    North         East    Units  Estimated Accuracy
 GV2089;SPC VA S     - 1,093,630.    3,597,610.      MT  (+/- 180 meters Scaled)
 GV2089
 GV2089                          SUPERSEDED SURVEY CONTROL
 GV2089
 GV2089  NGVD 29 (??/??/??)   49.750  (m)          163.22   (f) ADJUSTED    2 0
 GV2089
 GV2089.Superseded values are not recommended for survey control.
 GV2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2089.See file dsdata.txt to determine how the superseded data were derived.
 GV2089
 GV2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG868166(NAD 83)
 GV2089_MARKER: DD = SURVEY DISK
 GV2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2089_STAMPING: 163.35
 GV2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2089+STABILITY: SURFACE MOTION
 GV2089
 GV2089  HISTORY     - Date     Condition        Report By
 GV2089  HISTORY     - UNK      MONUMENTED       DOD
 GV2089  HISTORY     - 1960     GOOD             CGS
 GV2089  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2089  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV2089
 GV2089                          STATION DESCRIPTION
 GV2089
 GV2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2089'5.2 MI S FROM PETERSBURG.
 GV2089'ABOUT 4.3 MILES SOUTH ALONG COUNTY ROAD 604 FROM THE INTERSECTION
 GV2089'OF WEST AND WASHINGTON STREETS AT PETERSBURG, THENCE ABOUT 0.95
 GV2089'MILE NORTHEAST ALONG FLANK ROAD (NATIONAL MILITARY PARK RD.),
 GV2089'53 FEET SOUTH OF THE CENTER LINE OF FLANK ROAD, 63 FEET
 GV2089'SOUTH-SOUTHEAST OF THE CENTER OF INTERSECTION OF ROADS, 12 FEET
 GV2089'EAST OF THE CENTER LINE OF ROAD LEADING SOUTHEAST, 14 FEET
 GV2089'SOUTH-SOUTHWEST OF A STEEL SIGNPOST SUPPORTING FLANK ROAD PETERSBURG
 GV2089'NATIONAL MILITARY PARK SIGN, ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD
 GV2089'LEADING SOUTHEAST, AND SET IN TOP OF CONCRETE POST PROJECTING
 GV2089'8 INCHES.  ALSO ABOUT 117 3/4 FEET SOUTH-SOUTHEAST OF AND ACROSS
 GV2089'THE ROAD FROM BENCH MARK 161.52 (NPS ).
 GV2089
 GV2089                          STATION RECOVERY (2001)
 GV2089
 GV2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2089
 GV2089                          STATION RECOVERY (2004)
 GV2089
 GV2089'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1951 ***********************************************************************
 GV1951  DESIGNATION -  163.79 PNMP
 GV1951  PID         -  GV1951
 GV1951  STATE/COUNTY-  VA/DINWIDDIE
 GV1951  USGS QUAD   -  PETERSBURG (1994)
 GV1951
 GV1951                         *CURRENT SURVEY CONTROL
 GV1951  ___________________________________________________________________
 GV1951* NAD 83(1986)-  37 12 03.     (N)    077 24 33.     (W)     SCALED    
 GV1951* NAVD 88     -        49.673  (meters)     162.97   (feet)  ADJUSTED  
 GV1951  ___________________________________________________________________
 GV1951  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1951  DYNAMIC HT  -          49.636 (meters)     162.85  (feet)  COMP
 GV1951  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 GV1951
 GV1951  VERT ORDER  -  SECOND    CLASS 0
 GV1951
 GV1951.The horizontal coordinates were scaled from a topographic map and have
 GV1951.an estimated accuracy of +/- 6 seconds.
 GV1951
 GV1951.The orthometric height was determined by differential leveling
 GV1951.and adjusted by the National Geodetic Survey in June 1991..
 GV1951
 GV1951.The geoid height was determined by GEOID03.
 GV1951
 GV1951.The dynamic height is computed by dividing the NAVD 88
 GV1951.geopotential number by the normal gravity value computed on the
 GV1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1951.degrees latitude (g = 980.6199 gals.).
 GV1951
 GV1951.The modeled gravity was interpolated from observed gravity values.
 GV1951
 GV1951;                    North         East    Units  Estimated Accuracy
 GV1951;SPC VA S     - 1,096,830.    3,596,830.      MT  (+/- 180 meters Scaled)
 GV1951
 GV1951                          SUPERSEDED SURVEY CONTROL
 GV1951
 GV1951  NGVD 29 (??/??/??)   50.022  (m)          164.11   (f) ADJUSTED    2 0
 GV1951
 GV1951.Superseded values are not recommended for survey control.
 GV1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1951.See file dsdata.txt to determine how the superseded data were derived.
 GV1951
 GV1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG861198(NAD 83)
 GV1951_MARKER: DD = SURVEY DISK
 GV1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1951_STAMPING: 163.79
 GV1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1951+STABILITY: SURFACE MOTION
 GV1951
 GV1951  HISTORY     - Date     Condition        Report By
 GV1951  HISTORY     - UNK      MONUMENTED       DOD
 GV1951  HISTORY     - 1960     GOOD             CGS
 GV1951  HISTORY     - 1989     GOOD             USPSQD
 GV1951  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1951  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1951
 GV1951                          STATION DESCRIPTION
 GV1951
 GV1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1951'AT PETERSBURG.
 GV1951'AT PETERSBURG, 0.4 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS
 GV1951'OF RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE, 90 YARDS SOUTH
 GV1951'ALONG A PARK ROAD (PROLONGATION OF BAYLOR LANE), 272 FEET
 GV1951'SOUTH-SOUTHEAST OF THE CENTER OF JUNCTION OF BAYLOR LANE AND
 GV1951'CONCRETE ROADS LEADING EAST-WEST, AND SOUTH, 26 FEET
 GV1951'EAST-NORTHEAST OF THE CENTER LINE OF CONCRETE PARK ROAD, 1 FOOT
 GV1951'SOUTHEAST OF BEING IN LINE WITH NORTHWEST SIDE OF OPEN PICNIC
 GV1951'SHED, 168 FEET SOUTHWEST OF THE WEST CORNER OF SAME SHED, 187.5
 GV1951'FEET NORTH OF TRIANGULATION STATION LEE PARK, 182 FEET
 GV1951'NORTH-NORTHWEST OF RM 2, ABOUT LEVEL WITH THE PARK ROAD, AND SET IN
 GV1951'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GV1951
 GV1951                          STATION RECOVERY (1989)
 GV1951
 GV1951'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1951'RECOVERED IN GOOD CONDITION.
 GV1951
 GV1951                          STATION RECOVERY (2001)
 GV1951
 GV1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1951'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1951
 GV1951                          STATION RECOVERY (2004)
 GV1951
 GV1951'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5748 ***********************************************************************
 GV5748  DESIGNATION -  164 C OF R 1972
 GV5748  PID         -  GV5748
 GV5748  STATE/COUNTY-  VA/C OF RICHMOND
 GV5748  USGS QUAD   -  BON AIR (1994)
 GV5748
 GV5748                         *CURRENT SURVEY CONTROL
 GV5748  ___________________________________________________________________
 GV5748* NAD 83(1993)-  37 32 49.24464(N)    077 31 21.70560(W)     ADJUSTED  
 GV5748* NAVD 88     -        60.95   (+/-2cm)     200.0    (feet)  VERTCON   
 GV5748  ___________________________________________________________________
 GV5748  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GV5748  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5748
 GV5748  HORZ ORDER  -  SECOND
 GV5748  VERT ORDER  -  THIRD ? (See Below)
 GV5748
 GV5748.The horizontal coordinates were established by classical geodetic methods
 GV5748.and adjusted by the National Geodetic Survey in November 1994..
 GV5748
 GV5748.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5748.The vertical order pertains to the NGVD 29 superseded value.
 GV5748
 GV5748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5748
 GV5748.The geoid height was determined by GEOID03.
 GV5748
 GV5748;                    North         East     Units Scale Factor Converg.
 GV5748;SPC VA S     - 1,135,135.771 3,586,358.496   MT  0.99995029   +0 35 35.3
 GV5748;SPC VA S     - 3,724,191.28 11,766,244.50   sFT  0.99995029   +0 35 35.3
 GV5748;UTM  18      - 4,158,548.036   277,139.889   MT  1.00021181   -1 32 16.8
 GV5748
 GV5748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5748!SPC VA S     -   0.99999560  x   0.99995029  =   0.99994589
 GV5748!UTM  18      -   0.99999560  x   1.00021181  =   1.00020741
 GV5748
 GV5748                          SUPERSEDED SURVEY CONTROL
 GV5748
 GV5748  NAD 83(1986)-  37 32 49.25092(N)    077 31 21.72246(W) AD(       ) 2
 GV5748  NAD 27      -  37 32 48.72230(N)    077 31 22.77462(W) AD(       ) 2
 GV5748  NGVD 29 (07/19/86)   61.26   (m)          201.0    (f) LEVELING    3  
 GV5748
 GV5748.Superseded values are not recommended for survey control.
 GV5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5748.See file dsdata.txt to determine how the superseded data were derived.
 GV5748
 GV5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7714058548(NAD 83)
 GV5748_MARKER: Z = SEE DESCRIPTION
 GV5748_SETTING: 0 = UNSPECIFIED SETTING
 GV5748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5748
 GV5748  HISTORY     - Date     Condition        Report By
 GV5748  HISTORY     - 1972     MONUMENTED       VA2060
 GV5748  HISTORY     - 19951118 GOOD             USPSQD
 GV5748  HISTORY     - 19991101 GOOD             USPSQD
 GV5748  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5748
 GV5748                          STATION DESCRIPTION
 GV5748
 GV5748'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5748'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5748'BUFFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5748'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5748'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5748'LONGVIEW DR., THENCE NORTHWEST ON LONGVIEW DR. 0.35 MILE TO POINT
 GV5748'NO. 164.
 GV5748'
 GV5748'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5748'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5748'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5748'ABOUT 8 INCHES BELOW GROUND.
 GV5748'
 GV5748'16.7 FEET N.E. OF C/L OF LONGVIEW DR., 20.6 FEET N. W. OF C/L OF
 GV5748'PINEBROOK DR., 37.1 FEET N. E. OF VEPCO POLE NO. 5699A, 18.6 FEET
 GV5748'S. W. OF 20 INCH OAK TREE.
 GV5748'
 GV5748'NEAREST TOWN--RICHMOND.
 GV5748
 GV5748                          STATION RECOVERY (1995)
 GV5748
 GV5748'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5748'RECOVERED IN GOOD CONDITION.
 GV5748
 GV5748                          STATION RECOVERY (1999)
 GV5748
 GV5748'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5748'RECOVERED IN GOOD CONDITION.
 GV5748
 GV5748                          STATION RECOVERY (2004)
 GV5748
 GV5748'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2568 ***********************************************************************
 GV2568  DESIGNATION -  164.6 USGS
 GV2568  PID         -  GV2568
 GV2568  STATE/COUNTY-  VA/HENRICO
 GV2568  USGS QUAD   -  HYLAS (1994)
 GV2568
 GV2568                         *CURRENT SURVEY CONTROL
 GV2568  ___________________________________________________________________
 GV2568* NAD 83(1986)-  37 39 45.     (N)    077 38 52.     (W)     SCALED    
 GV2568* NAVD 88     -        49.905  (meters)     163.73   (feet)  ADJUSTED  
 GV2568  ___________________________________________________________________
 GV2568  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GV2568  DYNAMIC HT  -          49.872 (meters)     163.62  (feet)  COMP
 GV2568  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 GV2568
 GV2568  VERT ORDER  -  SECOND    CLASS 0
 GV2568
 GV2568.The horizontal coordinates were scaled from a topographic map and have
 GV2568.an estimated accuracy of +/- 6 seconds.
 GV2568
 GV2568.The orthometric height was determined by differential leveling
 GV2568.and adjusted by the National Geodetic Survey in June 1991..
 GV2568.WARNING-Repeat measurements at this control monument indicate possible
 GV2568.vertical movement.
 GV2568
 GV2568.The geoid height was determined by GEOID03.
 GV2568
 GV2568.The dynamic height is computed by dividing the NAVD 88
 GV2568.geopotential number by the normal gravity value computed on the
 GV2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2568.degrees latitude (g = 980.6199 gals.).
 GV2568
 GV2568.The modeled gravity was interpolated from observed gravity values.
 GV2568
 GV2568;                    North         East    Units  Estimated Accuracy
 GV2568;SPC VA S     - 1,147,850.    3,575,190.      MT  (+/- 180 meters Scaled)
 GV2568
 GV2568                          SUPERSEDED SURVEY CONTROL
 GV2568
 GV2568  NGVD 29 (??/??/??)   50.199  (m)          164.69   (f) ADJUSTED    2 0
 GV2568
 GV2568.Superseded values are not recommended for survey control.
 GV2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2568.See file dsdata.txt to determine how the superseded data were derived.
 GV2568
 GV2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG664716(NAD 83)
 GV2568_MARKER: Q = CHISELED SQUARE
 GV2568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2568_SP_SET: BRIDGE
 GV2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2568
 GV2568  HISTORY     - Date     Condition        Report By
 GV2568  HISTORY     - UNK      MONUMENTED       USGS
 GV2568  HISTORY     - 1958     GOOD             CGS
 GV2568  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2568  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2568  HISTORY     - 19961021 MARK NOT FOUND   USPSQD
 GV2568  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2568  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2568
 GV2568                          STATION DESCRIPTION
 GV2568
 GV2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2568'2.2 MI W FROM SHORT PUMP.
 GV2568'2.2 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF
 GV2568'STATE HIGHWAY 271 AT SHORT PUMP, AND ON THE SOUTHEAST CORNER OF
 GV2568'THE BRIDGE OVER TUCKAHOE CREEK.
 GV2568
 GV2568                          STATION RECOVERY (1988)
 GV2568
 GV2568'RECOVERY NOTE BY US POWER SQUADRON 1988 (KLT)
 GV2568'MARK NOT FOUND.
 GV2568
 GV2568                          STATION RECOVERY (1990)
 GV2568
 GV2568'RECOVERY NOTE BY US POWER SQUADRON 1990 (MC)
 GV2568'MARK NOT FOUND.
 GV2568
 GV2568                          STATION RECOVERY (1996)
 GV2568
 GV2568'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2568'MARK NOT FOUND.
 GV2568
 GV2568                          STATION RECOVERY (2000)
 GV2568
 GV2568'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2568'MARK NOT FOUND.
 GV2568
 GV2568                          STATION RECOVERY (2005)
 GV2568
 GV2568'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1189 ***********************************************************************
 GA1189  DESIGNATION -  1647.13
 GA1189  PID         -  GA1189
 GA1189  STATE/COUNTY-  VA/WISE
 GA1189  USGS QUAD   -  APPALACHIA (1991)
 GA1189
 GA1189                         *CURRENT SURVEY CONTROL
 GA1189  ___________________________________________________________________
 GA1189* NAD 83(1986)-  36 54 21.     (N)    082 46 50.     (W)     SCALED    
 GA1189* NAVD 88     -       501.862  (meters)    1646.53   (feet)  ADJUSTED  
 GA1189  ___________________________________________________________________
 GA1189  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1189  DYNAMIC HT  -         501.423 (meters)    1645.09  (feet)  COMP
 GA1189  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 GA1189
 GA1189  VERT ORDER  -  FIRST     CLASS I
 GA1189
 GA1189.The horizontal coordinates were scaled from a topographic map and have
 GA1189.an estimated accuracy of +/- 6 seconds.
 GA1189
 GA1189.The orthometric height was determined by differential leveling
 GA1189.and adjusted by the National Geodetic Survey in June 1991..
 GA1189.WARNING-Repeat measurements at this control monument indicate possible
 GA1189.vertical movement.
 GA1189
 GA1189.The geoid height was determined by GEOID03.
 GA1189
 GA1189.The dynamic height is computed by dividing the NAVD 88
 GA1189.geopotential number by the normal gravity value computed on the
 GA1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1189.degrees latitude (g = 980.6199 gals.).
 GA1189
 GA1189.The modeled gravity was interpolated from observed gravity values.
 GA1189
 GA1189;                    North         East    Units  Estimated Accuracy
 GA1189;SPC VA S     - 1,072,180.    3,118,650.      MT  (+/- 180 meters Scaled)
 GA1189
 GA1189                          SUPERSEDED SURVEY CONTROL
 GA1189
 GA1189  NGVD 29 (??/??/92)  502.003  (m)         1646.99   (f) ADJ UNCH    1 1
 GA1189
 GA1189.Superseded values are not recommended for survey control.
 GA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1189.See file dsdata.txt to determine how the superseded data were derived.
 GA1189
 GA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA413859(NAD 83)
 GA1189_MARKER: Q = CHISELED SQUARE
 GA1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1189_SP_SET: BRIDGE
 GA1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1189
 GA1189  HISTORY     - Date     Condition        Report By
 GA1189  HISTORY     - UNK      MONUMENTED       USGS
 GA1189  HISTORY     - 1967     GOOD             NGS
 GA1189
 GA1189                          STATION DESCRIPTION
 GA1189
 GA1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1189'AT APPALACHIA.
 GA1189'AT APPALACHIA, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 50
 GA1189'FEET EAST OF THE EAST CORNER OF THE FIRST NATIONAL BANK BUILDING,
 GA1189'140 YARDS SOUTHWEST OF THE ABANDONED LOUISVILLE AND NASHVILLE
 GA1189'RAILROAD STATION, 12 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 GA1189'TRACK, A 2-INCH OUTLINED SQUARE ON THE TOP OF THE NORTH CORNER OF
 GA1189'THE NORTHEAST STONE ABUTMENT OF THE RAILROAD BRIDGE OVER CALLAHAN
 GA1189'CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1748 ***********************************************************************
 HV1748  DESIGNATION -  164.8 USGS
 HV1748  PID         -  HV1748
 HV1748  STATE/COUNTY-  VA/FAIRFAX
 HV1748  USGS QUAD   -  FALLS CHURCH (1994)
 HV1748
 HV1748                         *CURRENT SURVEY CONTROL
 HV1748  ___________________________________________________________________
 HV1748* NAD 83(1986)-  38 57 22.     (N)    077 08 27.     (W)     SCALED    
 HV1748* NAVD 88     -        49.99   (+/-2cm)     164.0    (feet)  VERTCON   
 HV1748  ___________________________________________________________________
 HV1748  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV1748
 HV1748  VERT ORDER  -  SECOND    CLASS I (See Below)
 HV1748
 HV1748.The horizontal coordinates were scaled from a topographic map and have
 HV1748.an estimated accuracy of +/- 6 seconds.
 HV1748
 HV1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1748.The vertical order pertains to the NGVD 29 superseded value.
 HV1748
 HV1748.The geoid height was determined by GEOID03.
 HV1748
 HV1748;                    North         East    Units  Estimated Accuracy
 HV1748;SPC VA N     - 2,144,000.    3,617,800.      MT  (+/- 180 meters Scaled)
 HV1748
 HV1748                          SUPERSEDED SURVEY CONTROL
 HV1748
 HV1748  NGVD 29 (??/??/??)   50.219  (m)          164.76   (f) ADJUSTED    2 1
 HV1748
 HV1748.Superseded values are not recommended for survey control.
 HV1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1748.See file dsdata.txt to determine how the superseded data were derived.
 HV1748
 HV1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ144140(NAD 83)
 HV1748_MARKER: DD = SURVEY DISK
 HV1748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1748_SP_SET: FOUNDATION
 HV1748_STAMPING: 164.8 1912
 HV1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1748
 HV1748  HISTORY     - Date     Condition        Report By
 HV1748  HISTORY     - 1912     MONUMENTED       USGS
 HV1748  HISTORY     - 1930     GOOD             PBPP
 HV1748
 HV1748                          STATION DESCRIPTION
 HV1748
 HV1748'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV1748'0.7 MI SE FROM LANGLEY.
 HV1748'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 123 FROM THE METHODIST
 HV1748'CHURCH AT LANGLEY, FAIRFAX COUNTY, THENCE 1.1 MILES NORTH ALONG
 HV1748'A PRIVATE ROAD, AT THE FORMER LEITER RESIDENCE, AT THE NORTHEAST
 HV1748'CORNER OF THE HOUSE, IN THE CONCRETE FOUNDATION AND ABOUT 6 FEET
 HV1748'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV1748'DISK, STAMPED 164.8 1912 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5751 ***********************************************************************
 GV5751  DESIGNATION -  165 C OF R 1972
 GV5751  PID         -  GV5751
 GV5751  STATE/COUNTY-  VA/C OF RICHMOND
 GV5751  USGS QUAD   -  BON AIR (1994)
 GV5751
 GV5751                         *CURRENT SURVEY CONTROL
 GV5751  ___________________________________________________________________
 GV5751* NAD 83(1993)-  37 32 51.37881(N)    077 31 25.42940(W)     ADJUSTED  
 GV5751* NAVD 88     -        56.72   (+/-2cm)     186.1    (feet)  VERTCON   
 GV5751  ___________________________________________________________________
 GV5751  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GV5751  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5751
 GV5751  HORZ ORDER  -  SECOND
 GV5751  VERT ORDER  -  THIRD ? (See Below)
 GV5751
 GV5751.The horizontal coordinates were established by classical geodetic methods
 GV5751.and adjusted by the National Geodetic Survey in November 1994..
 GV5751
 GV5751.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5751.The vertical order pertains to the NGVD 29 superseded value.
 GV5751
 GV5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5751
 GV5751.The geoid height was determined by GEOID03.
 GV5751
 GV5751;                    North         East     Units Scale Factor Converg.
 GV5751;SPC VA S     - 1,135,200.615 3,586,266.416   MT  0.99995033   +0 35 33.1
 GV5751;SPC VA S     - 3,724,404.02 11,765,942.40   sFT  0.99995033   +0 35 33.1
 GV5751;UTM  18      - 4,158,616.277   277,050.261   MT  1.00021230   -1 32 19.1
 GV5751
 GV5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5751!SPC VA S     -   0.99999626  x   0.99995033  =   0.99994659
 GV5751!UTM  18      -   0.99999626  x   1.00021230  =   1.00020856
 GV5751
 GV5751                          SUPERSEDED SURVEY CONTROL
 GV5751
 GV5751  NAD 83(1986)-  37 32 51.38508(N)    077 31 25.44629(W) AD(       ) 2
 GV5751  NAD 27      -  37 32 50.85646(N)    077 31 26.49835(W) AD(       ) 2
 GV5751  NGVD 29 (07/19/86)   57.03   (m)          187.1    (f) LEVELING    3  
 GV5751
 GV5751.Superseded values are not recommended for survey control.
 GV5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5751.See file dsdata.txt to determine how the superseded data were derived.
 GV5751
 GV5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7705058616(NAD 83)
 GV5751_MARKER: Z = SEE DESCRIPTION
 GV5751_SETTING: 0 = UNSPECIFIED SETTING
 GV5751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5751
 GV5751  HISTORY     - Date     Condition        Report By
 GV5751  HISTORY     - 1972     MONUMENTED       VA2060
 GV5751  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5751  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5751  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5751
 GV5751                          STATION DESCRIPTION
 GV5751
 GV5751'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5751'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5751'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5751'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5751'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5751'LONGVIEW DR., THENCE NORTHWEST ON LONGVIEW DR. 0.45 MILE TO POINT
 GV5751'NO. 165.
 GV5751'
 GV5751'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5751'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5751'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5751'ABOUT 8 INCHES BELOW GROUND.
 GV5751'
 GV5751'87.4 FEET S. W. OF C/L OF LONGVIEW DR., 42.5 FEET N. W. OF C/L OF
 GV5751'LONGVIEW CT., 89.0 FEET S. S. W. OF FIRE HYDRANT, 5.0 FEET S. E. OF
 GV5751'8 INCH OAK TREE.
 GV5751'
 GV5751'NEAREST TOWN--RICHMOND.
 GV5751
 GV5751                          STATION RECOVERY (1995)
 GV5751
 GV5751'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5751'MARK NOT FOUND.
 GV5751
 GV5751                          STATION RECOVERY (1999)
 GV5751
 GV5751'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5751'MARK NOT FOUND.
 GV5751
 GV5751                          STATION RECOVERY (2004)
 GV5751
 GV5751'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1430 ***********************************************************************
 GV1430  DESIGNATION -  166 C OF R = BM C OF R
 GV1430  PID         -  GV1430
 GV1430  STATE/COUNTY-  VA/HENRICO
 GV1430  USGS QUAD   -  SEVEN PINES (1994)
 GV1430
 GV1430                         *CURRENT SURVEY CONTROL
 GV1430  ___________________________________________________________________
 GV1430* NAD 83(1986)-  37 31 25.     (N)    077 18 57.     (W)     SCALED    
 GV1430* NAVD 88     -        50.337  (meters)     165.15   (feet)  ADJUSTED  
 GV1430  ___________________________________________________________________
 GV1430  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1430  DYNAMIC HT  -          50.302 (meters)     165.03  (feet)  COMP
 GV1430  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 GV1430
 GV1430  VERT ORDER  -  SECOND    CLASS 0
 GV1430
 GV1430.The horizontal coordinates were scaled from a topographic map and have
 GV1430.an estimated accuracy of +/- 6 seconds.
 GV1430
 GV1430.The orthometric height was determined by differential leveling
 GV1430.and adjusted by the National Geodetic Survey in June 1991..
 GV1430
 GV1430.The geoid height was determined by GEOID03.
 GV1430
 GV1430.The dynamic height is computed by dividing the NAVD 88
 GV1430.geopotential number by the normal gravity value computed on the
 GV1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1430.degrees latitude (g = 980.6199 gals.).
 GV1430
 GV1430.The modeled gravity was interpolated from observed gravity values.
 GV1430
 GV1430;                    North         East    Units  Estimated Accuracy
 GV1430;SPC VA S     - 1,132,750.    3,604,670.      MT  (+/- 180 meters Scaled)
 GV1430
 GV1430                          SUPERSEDED SURVEY CONTROL
 GV1430
 GV1430  NGVD 29 (??/??/??)   50.649  (m)          166.17   (f) ADJUSTED    2 0
 GV1430
 GV1430.Superseded values are not recommended for survey control.
 GV1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1430.See file dsdata.txt to determine how the superseded data were derived.
 GV1430
 GV1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG953554(NAD 83)
 GV1430_MARKER: B = BOLT
 GV1430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1430_SP_SET: WELL
 GV1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1430
 GV1430  HISTORY     - Date     Condition        Report By
 GV1430  HISTORY     - UNK      MONUMENTED       VA2060
 GV1430  HISTORY     - 1929     GOOD             CGS
 GV1430  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1430  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1430  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1430
 GV1430                          STATION DESCRIPTION
 GV1430
 GV1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 GV1430'AT SANDSTON.
 GV1430'AT SANDSTON, HENRICO COUNTY, ON U.S. HIGHWAY 60, 84 FEET SOUTHWEST
 GV1430'OF THE SOUTHWEST CORNER OF THE SANDSTON SQUARE CLUB BUILDING, 44
 GV1430'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BROWN SHINGLE
 GV1430'FRAMEHOUSE, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 GV1430'SECOND STREET WEST OF THE NORTH-AND-SOUTH STREET WHICH LEADS PAST
 GV1430'THE PUBLIC SCHOOL, 19 FEET WEST OF THE CENTER LINE OF THE STREET,
 GV1430'1 FOOT NORTH OF THE NORTH CURB OF THE HIGHWAY, IN A SMALL CAST-IRON
 GV1430'WELL, AND ABOUT 1 FOOT BELOW THE TOP OF THE WELL.  THE TOP OF A BOLT.
 GV1430
 GV1430                          STATION RECOVERY (1989)
 GV1430
 GV1430'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAS)
 GV1430'MARK NOT FOUND.
 GV1430
 GV1430                          STATION RECOVERY (2000)
 GV1430
 GV1430'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1430'MARK NOT FOUND.
 GV1430
 GV1430                          STATION RECOVERY (2005)
 GV1430
 GV1430'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5750 ***********************************************************************
 GV5750  DESIGNATION -  166 C OF R 1972
 GV5750  PID         -  GV5750
 GV5750  STATE/COUNTY-  VA/C OF RICHMOND
 GV5750  USGS QUAD   -  BON AIR (1994)
 GV5750
 GV5750                         *CURRENT SURVEY CONTROL
 GV5750  ___________________________________________________________________
 GV5750* NAD 83(1993)-  37 32 57.21388(N)    077 31 25.08316(W)     ADJUSTED  
 GV5750* NAVD 88     -        39.23   (+/-2cm)     128.7    (feet)  VERTCON   
 GV5750  ___________________________________________________________________
 GV5750  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5750  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5750
 GV5750  HORZ ORDER  -  SECOND
 GV5750  VERT ORDER  -  THIRD ? (See Below)
 GV5750
 GV5750.The horizontal coordinates were established by classical geodetic methods
 GV5750.and adjusted by the National Geodetic Survey in November 1994..
 GV5750
 GV5750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5750.The vertical order pertains to the NGVD 29 superseded value.
 GV5750
 GV5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5750
 GV5750.The geoid height was determined by GEOID03.
 GV5750
 GV5750;                    North         East     Units Scale Factor Converg.
 GV5750;SPC VA S     - 1,135,380.579 3,586,273.054   MT  0.99995041   +0 35 33.3
 GV5750;SPC VA S     - 3,724,994.45 11,765,964.18   sFT  0.99995041   +0 35 33.3
 GV5750;UTM  18      - 4,158,795.917   277,063.590   MT  1.00021223   -1 32 19.1
 GV5750
 GV5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5750!SPC VA S     -   0.99999900  x   0.99995041  =   0.99994941
 GV5750!UTM  18      -   0.99999900  x   1.00021223  =   1.00021123
 GV5750
 GV5750                          SUPERSEDED SURVEY CONTROL
 GV5750
 GV5750  NAD 83(1986)-  37 32 57.22021(N)    077 31 25.10008(W) AD(       ) 2
 GV5750  NAD 27      -  37 32 56.69164(N)    077 31 26.15221(W) AD(       ) 2
 GV5750  NGVD 29 (07/19/86)   39.54   (m)          129.7    (f) LEVELING    3  
 GV5750
 GV5750.Superseded values are not recommended for survey control.
 GV5750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5750.See file dsdata.txt to determine how the superseded data were derived.
 GV5750
 GV5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7706458796(NAD 83)
 GV5750_MARKER: Z = SEE DESCRIPTION
 GV5750_SETTING: 0 = UNSPECIFIED SETTING
 GV5750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5750
 GV5750  HISTORY     - Date     Condition        Report By
 GV5750  HISTORY     - 1972     MONUMENTED       VA2060
 GV5750  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5750  HISTORY     - 19991101 GOOD             USPSQD
 GV5750  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5750
 GV5750                          STATION DESCRIPTION
 GV5750
 GV5750'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5750'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5750'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO FOREST HILL
 GV5750'AVE., THENCE EAST ON FOREST HILL AVE. 2.40 MILES TO INTERSECTION
 GV5750'WITH HATHAWAY RD., THENCE NORTH ON HATHAWAY RD. 0.20 MILE TO
 GV5750'LONGVIEW DR., THENCE NORTHWEST ON LONGVIEW DR. 0.55 MILE TO POINT
 GV5750'NO. 166.
 GV5750'
 GV5750'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5750'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5750'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5750'ABOUT 8 INCHES BELOW GROUND.
 GV5750'
 GV5750'17.0 FEET N. W. OF C/L OF LONGVIEW DR., 2.6 FEET S. W. OF S. END OF
 GV5750'GUARD RAIL, 36.0 FEET N. W. OF S. END OF 15 INCH CM PIPE, 246.5
 GV5750'FEET S. W. OF CITY B. M. NO. 605.
 GV5750'
 GV5750'NEAREST TOWN--RICHMOND.
 GV5750
 GV5750                          STATION RECOVERY (1995)
 GV5750
 GV5750'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5750'MARK NOT FOUND.
 GV5750
 GV5750                          STATION RECOVERY (1999)
 GV5750
 GV5750'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5750'RECOVERED IN GOOD CONDITION.
 GV5750
 GV5750                          STATION RECOVERY (2004)
 GV5750
 GV5750'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1187 ***********************************************************************
 GA1187  DESIGNATION -  1667.52
 GA1187  PID         -  GA1187
 GA1187  STATE/COUNTY-  VA/WISE
 GA1187  USGS QUAD   -  APPALACHIA (1991)
 GA1187
 GA1187                         *CURRENT SURVEY CONTROL
 GA1187  ___________________________________________________________________
 GA1187* NAD 83(1986)-  36 54 36.     (N)    082 46 07.     (W)     SCALED    
 GA1187* NAVD 88     -       508.049  (meters)    1666.82   (feet)  ADJUSTED  
 GA1187  ___________________________________________________________________
 GA1187  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1187  DYNAMIC HT  -         507.604 (meters)    1665.36  (feet)  COMP
 GA1187  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 GA1187
 GA1187  VERT ORDER  -  FIRST     CLASS I
 GA1187
 GA1187.The horizontal coordinates were scaled from a topographic map and have
 GA1187.an estimated accuracy of +/- 6 seconds.
 GA1187
 GA1187.The orthometric height was determined by differential leveling
 GA1187.and adjusted by the National Geodetic Survey in June 1991..
 GA1187.WARNING-Repeat measurements at this control monument indicate possible
 GA1187.vertical movement.
 GA1187
 GA1187.The geoid height was determined by GEOID03.
 GA1187
 GA1187.The dynamic height is computed by dividing the NAVD 88
 GA1187.geopotential number by the normal gravity value computed on the
 GA1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1187.degrees latitude (g = 980.6199 gals.).
 GA1187
 GA1187.The modeled gravity was interpolated from observed gravity values.
 GA1187
 GA1187;                    North         East    Units  Estimated Accuracy
 GA1187;SPC VA S     - 1,072,590.    3,119,740.      MT  (+/- 180 meters Scaled)
 GA1187
 GA1187                          SUPERSEDED SURVEY CONTROL
 GA1187
 GA1187  NGVD 29 (??/??/92)  508.189  (m)         1667.28   (f) ADJ UNCH    1 1
 GA1187
 GA1187.Superseded values are not recommended for survey control.
 GA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1187.See file dsdata.txt to determine how the superseded data were derived.
 GA1187
 GA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA424863(NAD 83)
 GA1187_MARKER: Q = CHISELED SQUARE
 GA1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1187_SP_SET: UNDERPASS
 GA1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1187
 GA1187  HISTORY     - Date     Condition        Report By
 GA1187  HISTORY     - UNK      MONUMENTED       USGS
 GA1187  HISTORY     - 1967     GOOD             NGS
 GA1187
 GA1187                          STATION DESCRIPTION
 GA1187
 GA1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1187'0.9 MI NE FROM APPALACHIA.
 GA1187'ABOUT 0.9 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GA1187'RAILROAD FROM THE FIRST NATIONAL BANK AT APPALACHIA, AT THE
 GA1187'LOUISVILLE AND NASHVILLE RAILROAD UNDERPASS FOR THE INTERSTATE
 GA1187'RAILROAD, 7 FEET WEST OF THE WEST RAIL OF THE TRACK, A CHISELED
 GA1187'SQUARE ON THE SOUTHEAST CORNER OF THE WEST WING WALL OF THE
 GA1187'UNDERPASS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5746 ***********************************************************************
 GV5746  DESIGNATION -  167 C OF R 1972
 GV5746  PID         -  GV5746
 GV5746  STATE/COUNTY-  VA/C OF RICHMOND
 GV5746  USGS QUAD   -  BON AIR (1994)
 GV5746
 GV5746                         *CURRENT SURVEY CONTROL
 GV5746  ___________________________________________________________________
 GV5746* NAD 83(1993)-  37 33 00.71733(N)    077 31 18.26070(W)     ADJUSTED  
 GV5746* NAVD 88     -        32.26   (+/-2cm)     105.8    (feet)  VERTCON   
 GV5746  ___________________________________________________________________
 GV5746  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5746  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5746
 GV5746  HORZ ORDER  -  SECOND
 GV5746  VERT ORDER  -  THIRD ? (See Below)
 GV5746
 GV5746.The horizontal coordinates were established by classical geodetic methods
 GV5746.and adjusted by the National Geodetic Survey in November 1994..
 GV5746
 GV5746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5746.The vertical order pertains to the NGVD 29 superseded value.
 GV5746
 GV5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5746
 GV5746.The geoid height was determined by GEOID03.
 GV5746
 GV5746;                    North         East     Units Scale Factor Converg.
 GV5746;SPC VA S     - 1,135,490.313 3,586,439.385   MT  0.99995047   +0 35 37.4
 GV5746;SPC VA S     - 3,725,354.47 11,766,509.88   sFT  0.99995047   +0 35 37.4
 GV5746;UTM  18      - 4,158,899.417   277,233.932   MT  1.00021130   -1 32 15.1
 GV5746
 GV5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5746!SPC VA S     -   1.00000010  x   0.99995047  =   0.99995057
 GV5746!UTM  18      -   1.00000010  x   1.00021130  =   1.00021140
 GV5746
 GV5746                          SUPERSEDED SURVEY CONTROL
 GV5746
 GV5746  NAD 83(1986)-  37 33 00.72372(N)    077 31 18.27760(W) AD(       ) 2
 GV5746  NAD 27      -  37 33 00.19524(N)    077 31 19.33002(W) AD(       ) 2
 GV5746  NGVD 29 (07/19/86)   32.57   (m)          106.9    (f) LEVELING    3  
 GV5746
 GV5746.Superseded values are not recommended for survey control.
 GV5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5746.See file dsdata.txt to determine how the superseded data were derived.
 GV5746
 GV5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7723458899(NAD 83)
 GV5746_MARKER: Z = SEE DESCRIPTION
 GV5746_SETTING: 0 = UNSPECIFIED SETTING
 GV5746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5746
 GV5746  HISTORY     - Date     Condition        Report By
 GV5746  HISTORY     - 1972     MONUMENTED       VA2060
 GV5746  HISTORY     - 19951118 GOOD             USPSQD
 GV5746  HISTORY     - 19991101 GOOD             USPSQD
 GV5746  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5746
 GV5746                          STATION DESCRIPTION
 GV5746
 GV5746'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5746'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5746'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5746'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5746'THENCE EAST ON RIVERSIDE DR. 1.50 MILES TO ROCKFALLS DR. AND POINT
 GV5746'NO. 167.
 GV5746'
 GV5746'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5746'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5746'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5746'ABOUT 8 INCHES BELOW GROUND.
 GV5746'
 GV5746'53.8 FEET N. E. OF A SEWER MANHOLE AT THE INTERSECTION OF RIVERSIDE
 GV5746'DR. AND ROCKFALLS DR., 23.8 FEET N. W. OF A FIRE HYDRANT, 9.6 FEET
 GV5746'S. W. OF A 15 INCH PINOAK TREE, 55.7 FEET S. E. OF A 20 INCH
 GV5746'TWIN ELM TREE.
 GV5746'
 GV5746'NEAREST TOWN--RICHMOND.
 GV5746
 GV5746                          STATION RECOVERY (1995)
 GV5746
 GV5746'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5746'RECOVERED IN GOOD CONDITION.
 GV5746
 GV5746                          STATION RECOVERY (1999)
 GV5746
 GV5746'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5746'RECOVERED IN GOOD CONDITION.
 GV5746
 GV5746                          STATION RECOVERY (2004)
 GV5746
 GV5746'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5745 ***********************************************************************
 GV5745  DESIGNATION -  168 C OF R 1972
 GV5745  PID         -  GV5745
 GV5745  STATE/COUNTY-  VA/C OF RICHMOND
 GV5745  USGS QUAD   -  BON AIR (1994)
 GV5745
 GV5745                         *CURRENT SURVEY CONTROL
 GV5745  ___________________________________________________________________
 GV5745* NAD 83(1993)-  37 33 06.36051(N)    077 31 17.54006(W)     ADJUSTED  
 GV5745* NAVD 88     -        31.65   (+/-2cm)     103.8    (feet)  VERTCON   
 GV5745  ___________________________________________________________________
 GV5745  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GV5745  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5745
 GV5745  HORZ ORDER  -  SECOND
 GV5745  VERT ORDER  -  THIRD ? (See Below)
 GV5745
 GV5745.The horizontal coordinates were established by classical geodetic methods
 GV5745.and adjusted by the National Geodetic Survey in November 1994..
 GV5745
 GV5745.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5745.The vertical order pertains to the NGVD 29 superseded value.
 GV5745
 GV5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5745
 GV5745.The geoid height was determined by GEOID03.
 GV5745
 GV5745;                    North         East     Units Scale Factor Converg.
 GV5745;SPC VA S     - 1,135,664.458 3,586,455.269   MT  0.99995056   +0 35 37.9
 GV5745;SPC VA S     - 3,725,925.81 11,766,562.00   sFT  0.99995056   +0 35 37.9
 GV5745;UTM  18      - 4,159,072.895   277,256.287   MT  1.00021117   -1 32 14.8
 GV5745
 GV5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5745!SPC VA S     -   1.00000019  x   0.99995056  =   0.99995075
 GV5745!UTM  18      -   1.00000019  x   1.00021117  =   1.00021136
 GV5745
 GV5745|---------------------------------------------------------------------|
 GV5745| PID    Reference Object                     Distance      Geod. Az  |
 GV5745|                                                           dddmmss.s |
 GV5745| GV5746 167 C OF R 1972                     174.876 METERS 18548     |
 GV5745| GV5752 169 C OF R 1972                     338.233 METERS 30355     |
 GV5745|---------------------------------------------------------------------|
 GV5745
 GV5745                          SUPERSEDED SURVEY CONTROL
 GV5745
 GV5745  NAD 83(1986)-  37 33 06.36697(N)    077 31 17.55699(W) AD(       ) 2
 GV5745  NAD 27      -  37 33 05.83854(N)    077 31 18.60951(W) AD(       ) 2
 GV5745  NGVD 29 (07/19/86)   31.96   (m)          104.9    (f) LEVELING    3  
 GV5745
 GV5745.Superseded values are not recommended for survey control.
 GV5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5745.See file dsdata.txt to determine how the superseded data were derived.
 GV5745
 GV5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7725659073(NAD 83)
 GV5745_MARKER: Z = SEE DESCRIPTION
 GV5745_SETTING: 0 = UNSPECIFIED SETTING
 GV5745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5745
 GV5745  HISTORY     - Date     Condition        Report By
 GV5745  HISTORY     - 1972     MONUMENTED       VA2060
 GV5745  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5745  HISTORY     - 19991101 GOOD             USPSQD
 GV5745  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5745
 GV5745                          STATION DESCRIPTION
 GV5745
 GV5745'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5745'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5745'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5745'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5745'THENCE EAST ON RIVERSIDE DR. 1.40 MILES TO POINT NO. 168.
 GV5745'
 GV5745'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5745'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5745'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5745'ABOUT 8 INCHES BELOW GROUND.
 GV5745'
 GV5745'77.7 FEET N. E. OF THE C/L OF RIVERSIDE DRIVE, 40.0 FEET S. W. OF
 GV5745'EDGE OF JAMES RIVER, 8.0 FEET E. OF 18 INCH ELM TREE, 40.5 FEET
 GV5745'N. N. W. OF 18 INCH ELM TREE.
 GV5745'
 GV5745'NEAREST TOWN--RICHMOND.
 GV5745
 GV5745                          STATION RECOVERY (1995)
 GV5745
 GV5745'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5745'MARK NOT FOUND.
 GV5745
 GV5745                          STATION RECOVERY (1999)
 GV5745
 GV5745'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5745'RECOVERED IN GOOD CONDITION.
 GV5745
 GV5745                          STATION RECOVERY (2004)
 GV5745
 GV5745'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2983 ***********************************************************************
 HV2983  DESIGNATION -  168 USGS
 HV2983  PID         -  HV2983
 HV2983  STATE/COUNTY-  VA/KING GEORGE
 HV2983  USGS QUAD   -  PORT ROYAL (1968)
 HV2983
 HV2983                         *CURRENT SURVEY CONTROL
 HV2983  ___________________________________________________________________
 HV2983* NAD 83(1986)-  38 10 35.     (N)    077 11 13.     (W)     SCALED    
 HV2983* NAVD 88     -         4.416  (meters)      14.49   (feet)  ADJUSTED  
 HV2983  ___________________________________________________________________
 HV2983  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HV2983  DYNAMIC HT  -           4.414 (meters)      14.48  (feet)  COMP
 HV2983  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 HV2983
 HV2983  VERT ORDER  -  FIRST     CLASS II
 HV2983
 HV2983.The horizontal coordinates were scaled from a topographic map and have
 HV2983.an estimated accuracy of +/- 6 seconds.
 HV2983
 HV2983.The orthometric height was determined by differential leveling
 HV2983.and adjusted by the National Geodetic Survey in June 1991..
 HV2983
 HV2983.The geoid height was determined by GEOID03.
 HV2983
 HV2983.The dynamic height is computed by dividing the NAVD 88
 HV2983.geopotential number by the normal gravity value computed on the
 HV2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2983.degrees latitude (g = 980.6199 gals.).
 HV2983
 HV2983.The modeled gravity was interpolated from observed gravity values.
 HV2983
 HV2983;                    North         East    Units  Estimated Accuracy
 HV2983;SPC VA N     - 2,057,400.    3,615,050.      MT  (+/- 180 meters Scaled)
 HV2983
 HV2983                          SUPERSEDED SURVEY CONTROL
 HV2983
 HV2983  NGVD 29 (??/??/??)    4.662  (m)           15.30   (f) ADJUSTED    1 2
 HV2983
 HV2983.Superseded values are not recommended for survey control.
 HV2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2983.See file dsdata.txt to determine how the superseded data were derived.
 HV2983
 HV2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH084276(NAD 83)
 HV2983_MARKER: DD = SURVEY DISK
 HV2983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2983_SP_SET: BRIDGE ABUTMENT
 HV2983_STAMPING: 15 168 MLS 1967
 HV2983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2983
 HV2983  HISTORY     - Date     Condition        Report By
 HV2983  HISTORY     - 1967     MONUMENTED       USGS
 HV2983  HISTORY     - 1971     GOOD             NGS
 HV2983  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2983  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV2983
 HV2983                          STATION DESCRIPTION
 HV2983
 HV2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2983'1.2 MI NE FROM PORT ROYAL.
 HV2983'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE
 HV2983'INTERSECTION OF U.S. HIGHWAY 17 AT PORT ROYAL, AT THE NORTHEAST
 HV2983'END OF THE JAMES MADISON MEMORIAL HIGHWAY BRIDGE OVER THE
 HV2983'RAPPAHANNOCK RIVER, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HV2983'HIGHWAY, 5 FEET SOUTHWEST OF A WARNING SIGNAL ARM, SET ON THE
 HV2983'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 HV2983'OF THE BRIDGE AND LEVEL WITH THE HIGHWAY.
 HV2983
 HV2983                          STATION RECOVERY (1998)
 HV2983
 HV2983'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2983'MARK NOT FOUND.
 HV2983
 HV2983                          STATION RECOVERY (2003)
 HV2983
 HV2983'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2983'MOUMENT FOUND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5752 ***********************************************************************
 GV5752  DESIGNATION -  169 C OF R 1972
 GV5752  PID         -  GV5752
 GV5752  STATE/COUNTY-  VA/C OF RICHMOND
 GV5752  USGS QUAD   -  BON AIR (1994)
 GV5752
 GV5752                         *CURRENT SURVEY CONTROL
 GV5752  ___________________________________________________________________
 GV5752* NAD 83(1993)-  37 33 12.48134(N)    077 31 28.97600(W)     ADJUSTED  
 GV5752* NAVD 88     -        32.46   (+/-2cm)     106.5    (feet)  VERTCON   
 GV5752  ___________________________________________________________________
 GV5752  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GV5752  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5752
 GV5752  HORZ ORDER  -  SECOND
 GV5752  VERT ORDER  -  THIRD ? (See Below)
 GV5752
 GV5752.The horizontal coordinates were established by classical geodetic methods
 GV5752.and adjusted by the National Geodetic Survey in November 1994..
 GV5752
 GV5752.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5752.The vertical order pertains to the NGVD 29 superseded value.
 GV5752
 GV5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5752
 GV5752.The geoid height was determined by GEOID03.
 GV5752
 GV5752;                    North         East     Units Scale Factor Converg.
 GV5752;SPC VA S     - 1,135,850.239 3,586,172.645   MT  0.99995065   +0 35 30.9
 GV5752;SPC VA S     - 3,726,535.33 11,765,634.75   sFT  0.99995065   +0 35 30.9
 GV5752;UTM  18      - 4,159,269.110   276,980.696   MT  1.00021269   -1 32 22.0
 GV5752
 GV5752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5752!SPC VA S     -   1.00000006  x   0.99995065  =   0.99995071
 GV5752!UTM  18      -   1.00000006  x   1.00021269  =   1.00021275
 GV5752
 GV5752|---------------------------------------------------------------------|
 GV5752| PID    Reference Object                     Distance      Geod. Az  |
 GV5752|                                                           dddmmss.s |
 GV5752| GV5745 168 C OF R 1972                     338.233 METERS 12355     |
 GV5752| GV5755 170 C OF R 1972                     208.166 METERS 32813     |
 GV5752|---------------------------------------------------------------------|
 GV5752
 GV5752                          SUPERSEDED SURVEY CONTROL
 GV5752
 GV5752  NAD 83(1986)-  37 33 12.48773(N)    077 31 28.99299(W) AD(       ) 2
 GV5752  NAD 27      -  37 33 11.95935(N)    077 31 30.04520(W) AD(       ) 2
 GV5752  NGVD 29 (07/19/86)   32.77   (m)          107.5    (f) LEVELING    3  
 GV5752
 GV5752.Superseded values are not recommended for survey control.
 GV5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5752.See file dsdata.txt to determine how the superseded data were derived.
 GV5752
 GV5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7698159269(NAD 83)
 GV5752_MARKER: Z = SEE DESCRIPTION
 GV5752_SETTING: 0 = UNSPECIFIED SETTING
 GV5752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5752
 GV5752  HISTORY     - Date     Condition        Report By
 GV5752  HISTORY     - 1972     MONUMENTED       VA2060
 GV5752  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5752  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5752  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5752
 GV5752                          STATION DESCRIPTION
 GV5752
 GV5752'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5752'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5752'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5752'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5752'THENCE EAST ON RIVERSIDE DR. 1.20 MILES TO POINT NO. 169.
 GV5752'
 GV5752'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5752'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5752'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5752'ABOUT 6 INCHES BELOW GROUND.
 GV5752'
 GV5752'15.2 FEET S. W. OF C/L OF RIVERSIDE DR., 8.4 FEET N. W. OF 18 INCH
 GV5752'BIRCH TREE, 60.1 FEET S. E. OF 18 INCH GUM TREE, 67.1 FEET S. S. W.
 GV5752'OF 12 INCH GUM TREE.
 GV5752'
 GV5752'NEAREST TOWN--RICHMOND.
 GV5752
 GV5752                          STATION RECOVERY (1995)
 GV5752
 GV5752'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5752'MARK NOT FOUND.
 GV5752
 GV5752                          STATION RECOVERY (1999)
 GV5752
 GV5752'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5752'MARK NOT FOUND.
 GV5752
 GV5752                          STATION RECOVERY (2004)
 GV5752
 GV5752'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2981 ***********************************************************************
 HV2981  DESIGNATION -  169 USGS
 HV2981  PID         -  HV2981
 HV2981  STATE/COUNTY-  VA/KING GEORGE
 HV2981  USGS QUAD   -  PORT ROYAL (1968)
 HV2981
 HV2981                         *CURRENT SURVEY CONTROL
 HV2981  ___________________________________________________________________
 HV2981* NAD 83(1986)-  38 11 40.     (N)    077 10 47.     (W)     SCALED    
 HV2981* NAVD 88     -        19.226  (meters)      63.08   (feet)  ADJUSTED  
 HV2981  ___________________________________________________________________
 HV2981  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HV2981  DYNAMIC HT  -          19.214 (meters)      63.04  (feet)  COMP
 HV2981  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HV2981
 HV2981  VERT ORDER  -  FIRST     CLASS II
 HV2981
 HV2981.The horizontal coordinates were scaled from a topographic map and have
 HV2981.an estimated accuracy of +/- 6 seconds.
 HV2981
 HV2981.The orthometric height was determined by differential leveling
 HV2981.and adjusted by the National Geodetic Survey in June 1991..
 HV2981
 HV2981.The geoid height was determined by GEOID03.
 HV2981
 HV2981.The dynamic height is computed by dividing the NAVD 88
 HV2981.geopotential number by the normal gravity value computed on the
 HV2981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2981.degrees latitude (g = 980.6199 gals.).
 HV2981
 HV2981.The modeled gravity was interpolated from observed gravity values.
 HV2981
 HV2981;                    North         East    Units  Estimated Accuracy
 HV2981;SPC VA N     - 2,059,410.    3,615,650.      MT  (+/- 180 meters Scaled)
 HV2981
 HV2981                          SUPERSEDED SURVEY CONTROL
 HV2981
 HV2981  NGVD 29 (??/??/??)   19.470  (m)           63.88   (f) ADJUSTED    1 2
 HV2981
 HV2981.Superseded values are not recommended for survey control.
 HV2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2981.See file dsdata.txt to determine how the superseded data were derived.
 HV2981
 HV2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH091296(NAD 83)
 HV2981_MARKER: DD = SURVEY DISK
 HV2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2981_STAMPING: 64 169 MLS 1967
 HV2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2981+STABILITY: SURFACE MOTION
 HV2981
 HV2981  HISTORY     - Date     Condition        Report By
 HV2981  HISTORY     - 1967     MONUMENTED       USGS
 HV2981  HISTORY     - 1971     GOOD             NGS
 HV2981  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2981  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV2981
 HV2981                          STATION DESCRIPTION
 HV2981
 HV2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2981'2.5 MI NE FROM PORT ROYAL.
 HV2981'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE
 HV2981'INTERSECTION OF U.S. HIGHWAY 17 AT PORT ROYAL, 58 FEET SOUTHEAST
 HV2981'OF THE CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAY, 48
 HV2981'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 625, 15 FEET
 HV2981'WEST OF AN 8 INCH CEDAR TREE THAT IS LOCATED IN A GROVE OF
 HV2981'PINE TREES, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET
 HV2981'ABOVE THE SOUTHEAST LANE OF THE U.S. HIGHWAY, AND SET IN THE
 HV2981'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 HV2981'THE GROUND.
 HV2981
 HV2981                          STATION RECOVERY (1998)
 HV2981
 HV2981'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2981'MARK NOT FOUND.
 HV2981
 HV2981                          STATION RECOVERY (2003)
 HV2981
 HV2981'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2981'MOUMENT FOUND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5619 ***********************************************************************
 GV5619  DESIGNATION -  17
 GV5619  PID         -  GV5619
 GV5619  STATE/COUNTY-  VA/CHESTERFIELD
 GV5619  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5619
 GV5619                         *CURRENT SURVEY CONTROL
 GV5619  ___________________________________________________________________
 GV5619* NAD 83(1993)-  37 27 45.41750(N)    077 29 54.64200(W)     ADJUSTED  
 GV5619* NAVD 88     -        53.54   (+/-2cm)     175.7    (feet)  VERTCON   
 GV5619  ___________________________________________________________________
 GV5619  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5619  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5619
 GV5619  HORZ ORDER  -  SECOND
 GV5619  VERT ORDER  -  THIRD ? (See Below)
 GV5619
 GV5619.The horizontal coordinates were established by classical geodetic methods
 GV5619.and adjusted by the National Geodetic Survey in September 1995..
 GV5619
 GV5619.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5619.The vertical order pertains to the NGVD 29 superseded value.
 GV5619
 GV5619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5619
 GV5619.The geoid height was determined by GEOID03.
 GV5619
 GV5619;                    North         East     Units Scale Factor Converg.
 GV5619;SPC VA S     - 1,125,792.262 3,588,594.804   MT  0.99994677   +0 36 28.2
 GV5619;SPC VA S     - 3,693,536.78 11,773,581.45   sFT  0.99994677   +0 36 28.2
 GV5619;UTM  18      - 4,149,125.444   279,027.929   MT  1.00020150   -1 31 13.1
 GV5619
 GV5619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5619!SPC VA S     -   0.99999678  x   0.99994677  =   0.99994355
 GV5619!UTM  18      -   0.99999678  x   1.00020150  =   1.00019828
 GV5619
 GV5619|---------------------------------------------------------------------|
 GV5619| PID    Reference Object                     Distance      Geod. Az  |
 GV5619|                                                           dddmmss.s |
 GV5619| GV5611 16                                  306.661 METERS 14832     |
 GV5619| GV5630 18                                  APPROX. 0.6 KM 3035906.8 |
 GV5619| DC5485 17 RM                                14.270 METERS 32613     |
 GV5619|---------------------------------------------------------------------|
 GV5619
 GV5619                          SUPERSEDED SURVEY CONTROL
 GV5619
 GV5619  NAD 83(1993)-  37 27 45.41746(N)    077 29 54.64188(W) AD(       ) 2
 GV5619  NAD 83(1986)-  37 27 45.42362(N)    077 29 54.65908(W) AD(       ) 2
 GV5619  NAD 27      -  37 27 44.89076(N)    077 29 55.70844(W) AD(       ) 2
 GV5619  NGVD 29 (07/19/86)   53.85   (m)          176.7    (f) LEVELING    3  
 GV5619
 GV5619.Superseded values are not recommended for survey control.
 GV5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5619.See file dsdata.txt to determine how the superseded data were derived.
 GV5619
 GV5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7902849125(NAD 83)
 GV5619_MARKER: Z = SEE DESCRIPTION
 GV5619_SETTING: 0 = UNSPECIFIED SETTING
 GV5619
 GV5619  HISTORY     - Date     Condition        Report By
 GV5619  HISTORY     - 1972     MONUMENTED       VA2060
 GV5619  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5619  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5619
 GV5619                          STATION DESCRIPTION
 GV5619
 GV5619'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5619'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5619'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5619'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5619'CHIPPENHAM PKWY. 1.05 MILES TO POINT NO. 17.
 GV5619'
 GV5619'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5619'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5619'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5619'ABOUT 10 INCHES BELOW GROUND.
 GV5619'
 GV5619'4.4 FEET S. W. WOVEN WIRE FENCE, 13.9 FEET W. 18 INCH PINE TREE,
 GV5619'26.1 FEET N. W. 12 INCH PINE TREE.
 GV5619'
 GV5619'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5619'CENTER OF PIN, SET FLUSH TO GROUND, NO MARKINGS.  9.5 FEET N. W.
 GV5619'12 INCH PINE TREE, 3.2 FEET N. E. WOVEN WIRE FENCE, 15.4 FEET S. W.
 GV5619'C/L PAVED PRIVATE ROAD.
 GV5619'
 GV5619'DISTANCE BETWEEN PT. 17 AND R. M. IS 46.81 FT., 14.270 M.
 GV5619'
 GV5619'NEAREST TOWN--RICHMOND.
 GV5619
 GV5619                          STATION RECOVERY (1999)
 GV5619
 GV5619'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5619'MARK NOT FOUND.
 GV5619
 GV5619                          STATION RECOVERY (2004)
 GV5619
 GV5619'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2513 ***********************************************************************
 GV2513  DESIGNATION -  17 D USGS
 GV2513  PID         -  GV2513
 GV2513  STATE/COUNTY-  VA/HANOVER
 GV2513  USGS QUAD   -  HEWLETT (1985)
 GV2513
 GV2513                         *CURRENT SURVEY CONTROL
 GV2513  ___________________________________________________________________
 GV2513* NAD 83(1986)-  37 55 23.     (N)    077 34 37.     (W)     SCALED    
 GV2513* NAVD 88     -        85.555  (meters)     280.69   (feet)  ADJUSTED  
 GV2513  ___________________________________________________________________
 GV2513  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GV2513  DYNAMIC HT  -          85.501 (meters)     280.51  (feet)  COMP
 GV2513  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 GV2513
 GV2513  VERT ORDER  -  SECOND    CLASS 0
 GV2513
 GV2513.The horizontal coordinates were scaled from a topographic map and have
 GV2513.an estimated accuracy of +/- 6 seconds.
 GV2513
 GV2513.The orthometric height was determined by differential leveling
 GV2513.and adjusted by the National Geodetic Survey in June 1991..
 GV2513
 GV2513.The geoid height was determined by GEOID03.
 GV2513
 GV2513.The dynamic height is computed by dividing the NAVD 88
 GV2513.geopotential number by the normal gravity value computed on the
 GV2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2513.degrees latitude (g = 980.6199 gals.).
 GV2513
 GV2513.The modeled gravity was interpolated from observed gravity values.
 GV2513
 GV2513;                    North         East    Units  Estimated Accuracy
 GV2513;SPC VA S     - 1,176,820.    3,581,160.      MT  (+/- 180 meters Scaled)
 GV2513
 GV2513                          SUPERSEDED SURVEY CONTROL
 GV2513
 GV2513  NGVD 29 (??/??/??)   85.825  (m)          281.58   (f) ADJUSTED    2 0
 GV2513
 GV2513.Superseded values are not recommended for survey control.
 GV2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2513.See file dsdata.txt to determine how the superseded data were derived.
 GV2513
 GV2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH734004(NAD 83)
 GV2513_MARKER: DD = SURVEY DISK
 GV2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2513_STAMPING: 17 D 1929 281.546 ELEV
 GV2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2513+STABILITY: SURFACE MOTION
 GV2513
 GV2513  HISTORY     - Date     Condition        Report By
 GV2513  HISTORY     - 1929     MONUMENTED       USGS
 GV2513  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2513  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2513  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2513
 GV2513                          STATION DESCRIPTION
 GV2513
 GV2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2513'4.7 MI SE FROM BEAVER DAM.
 GV2513'4.7 MILES SOUTHEAST ALONG THE CHEAPEAKE AND OHIO RAILWAY FROM
 GV2513'THE STATION AT BEAVER DAM, HANOVER COUNTY, 18 FEET NORTHWEST
 GV2513'OF THE STATION AT HEWLETT, AND 3 FEET NORTH OF A CROSSING-WARNING
 GV2513'SIGN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GV2513'17 D 1929 281.546 ELEV. AND SET IN THE TOP OF A CONCRETE POST.
 GV2513
 GV2513                          STATION RECOVERY (1997)
 GV2513
 GV2513'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2513'MARK NOT FOUND.
 GV2513
 GV2513                          STATION RECOVERY (2002)
 GV2513
 GV2513'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7028 ***********************************************************************
 HV7028  DESIGNATION -  17 KB 1954
 HV7028  PID         -  HV7028
 HV7028  STATE/COUNTY-  VA/WESTMORELAND
 HV7028  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7028
 HV7028                         *CURRENT SURVEY CONTROL
 HV7028  ___________________________________________________________________
 HV7028* NAD 83(1993)-  38 12 04.03846(N)    076 55 57.46313(W)     ADJUSTED  
 HV7028* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV7028  ___________________________________________________________________
 HV7028  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HV7028  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HV7028
 HV7028  HORZ ORDER  -  SECOND
 HV7028
 HV7028.The horizontal coordinates were established by classical geodetic methods
 HV7028.and adjusted by the National Geodetic Survey in November 1994..
 HV7028
 HV7028.The orthometric height was scaled from a topographic map.
 HV7028
 HV7028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7028
 HV7028.The geoid height was determined by GEOID03.
 HV7028
 HV7028;                    North         East     Units Scale Factor Converg.
 HV7028;SPC VA N     - 2,060,495.238 3,637,279.104   MT  0.99997463   +0 58 41.6
 HV7028;SPC VA N     - 6,760,141.46 11,933,306.53   sFT  0.99997463   +0 58 41.6
 HV7028;SPC MD       -    59,329.331   405,901.304   MT  1.00001867   +0 02 32.2
 HV7028;SPC MD       -   194,649.65  1,331,694.53   sFT  1.00001867   +0 02 32.2
 HV7028;UTM  18      - 4,229,895.645   330,777.201   MT  0.99995269   -1 11 43.7
 HV7028
 HV7028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7028!SPC VA N     -   1.00000499  x   0.99997463  =   0.99997962
 HV7028!SPC MD       -   1.00000499  x   1.00001867  =   1.00002366
 HV7028!UTM  18      -   1.00000499  x   0.99995269  =   0.99995768
 HV7028
 HV7028                          SUPERSEDED SURVEY CONTROL
 HV7028
 HV7028  NAD 83(1993)-  38 12 04.03818(N)    076 55 57.46955(W) AD(       ) 2
 HV7028  NAD 83(1986)-  38 12 04.03904(N)    076 55 57.47855(W) AD(       ) 2
 HV7028  NAD 27      -  38 12 03.57700(N)    076 55 58.58300(W) AD(       ) 2
 HV7028
 HV7028.Superseded values are not recommended for survey control.
 HV7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7028.See file dsdata.txt to determine how the superseded data were derived.
 HV7028
 HV7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3077729896(NAD 83)
 HV7028_MARKER: Z = SEE DESCRIPTION
 HV7028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7028+STABILITY: SURFACE MOTION
 HV7028
 HV7028  HISTORY     - Date     Condition        Report By
 HV7028  HISTORY     - 1954     MONUMENTED       CGS
 HV7028  HISTORY     - 1960     GOOD             CGS
 HV7028  HISTORY     - 1961     GOOD             CGS
 HV7028  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7028  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV7028
 HV7028                          STATION DESCRIPTION
 HV7028
 HV7028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7028'THE STATION IS LOCATED JUST SOUTHEAST OF TRIANGULATION STATION
 HV7028'BRIDGES.  IT IS DIRECTLY BELOW AN INSTRUMENT PEDESTAL.  THE MARK
 HV7028'IS ABOUT 20 INCHES IN DIAMETER, OF CONCRETE AND IS SET FLUSH WITH
 HV7028'THE SURFACE OF THE GROUND.  A BRONZE PIN IS SET FLUSH IN THE
 HV7028'CENTER OF THE MARK AND IS STAMPED 17KB 4 25 52.
 HV7028'
 HV7028'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRIDGES
 HV7028'TO THIS MARK AND THE DISTANCE IS 7.143 METERS (23.43 FEET) SOUTHEAST.
 HV7028'
 HV7028'TO REACH THE STATION FROM OAK GROVE, GO SOUTHEASTERLY ON STATE
 HV7028'ROUTE 3 FOR 2.65 MILES TO STATE ROUTE 204, TURN LEFT ON ROUTE 204
 HV7028'AND GO NORTHEAST FOR 1.75 MILES TO A TALL STONE MONUMENT
 HV7028'(WASHINGTON MEMORIAL MONUMENT), TURN LEFT AND GO NORTHERLY FOR 0.2
 HV7028'MILE TO WHERE THE ROAD FORKS, TAKE THE LEFT FORK AND GO NORTHERLY
 HV7028'FOR 1.1 MILE TO THE END OF PAVEMENT AND THE STATION AS DESCRIBED.
 HV7028
 HV7028                          STATION RECOVERY (1960)
 HV7028
 HV7028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7028'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 HV7028'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV7028
 HV7028                          STATION RECOVERY (1961)
 HV7028
 HV7028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7028'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS NOT
 HV7028'STAMPED AS IN THE ORIGINAL DESCRIPTION BUT READS 17 T 4-25-52.
 HV7028
 HV7028                          STATION RECOVERY (1998)
 HV7028
 HV7028'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7028'MARK NOT FOUND.
 HV7028
 HV7028                          STATION RECOVERY (2003)
 HV7028
 HV7028'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7026 ***********************************************************************
 HV7026  DESIGNATION -  17 NPG 1954
 HV7026  PID         -  HV7026
 HV7026  STATE/COUNTY-  VA/WESTMORELAND
 HV7026  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7026
 HV7026                         *CURRENT SURVEY CONTROL
 HV7026  ___________________________________________________________________
 HV7026* NAD 83(1993)-  38 12 04.09946(N)    076 55 57.67467(W)     ADJUSTED  
 HV7026* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV7026  ___________________________________________________________________
 HV7026  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HV7026  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HV7026
 HV7026  HORZ ORDER  -  SECOND
 HV7026
 HV7026.The horizontal coordinates were established by classical geodetic methods
 HV7026.and adjusted by the National Geodetic Survey in November 1994..
 HV7026
 HV7026.The orthometric height was scaled from a topographic map.
 HV7026
 HV7026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7026
 HV7026.The geoid height was determined by GEOID03.
 HV7026
 HV7026;                    North         East     Units Scale Factor Converg.
 HV7026;SPC VA N     - 2,060,497.031 3,637,273.926   MT  0.99997462   +0 58 41.5
 HV7026;SPC VA N     - 6,760,147.34 11,933,289.54   sFT  0.99997462   +0 58 41.5
 HV7026;SPC MD       -    59,331.208   405,896.156   MT  1.00001867   +0 02 32.1
 HV7026;SPC MD       -   194,655.80  1,331,677.64   sFT  1.00001867   +0 02 32.1
 HV7026;UTM  18      - 4,229,897.633   330,772.095   MT  0.99995271   -1 11 43.8
 HV7026
 HV7026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7026!SPC VA N     -   1.00000499  x   0.99997462  =   0.99997961
 HV7026!SPC MD       -   1.00000499  x   1.00001867  =   1.00002366
 HV7026!UTM  18      -   1.00000499  x   0.99995271  =   0.99995770
 HV7026
 HV7026                          SUPERSEDED SURVEY CONTROL
 HV7026
 HV7026  NAD 83(1993)-  38 12 04.09919(N)    076 55 57.68109(W) AD(       ) 2
 HV7026  NAD 83(1986)-  38 12 04.10005(N)    076 55 57.69009(W) AD(       ) 2
 HV7026  NAD 27      -  38 12 03.63800(N)    076 55 58.79400(W) AD(       ) 2
 HV7026
 HV7026.Superseded values are not recommended for survey control.
 HV7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7026.See file dsdata.txt to determine how the superseded data were derived.
 HV7026
 HV7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3077229898(NAD 83)
 HV7026_MARKER: DG = GRAVITY STATION DISK
 HV7026_SETTING: 0 = UNSPECIFIED SETTING
 HV7026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7026+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7026
 HV7026  HISTORY     - Date     Condition        Report By
 HV7026  HISTORY     - 1954     MONUMENTED       USN
 HV7026  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV7026  HISTORY     - 1961     GOOD             CGS
 HV7026  HISTORY     - 19981024 GOOD             USPSQD
 HV7026  HISTORY     - 20030314 GOOD             USPSQD
 HV7026  HISTORY     - 20051115 GOOD             USPSQD
 HV7026
 HV7026                          STATION DESCRIPTION
 HV7026
 HV7026'DESCRIBED BY US NAVY 1954 (DAJ)
 HV7026'THE STATION IS LOCATED JUST SOUTH OF TRIANGULATION STATION
 HV7026'BRIDGES.  IT IS DIRECTLY BELOW A 3 INCH IRON PIPE WHICH HAS AN
 HV7026'INSTRUMENT THREAD MOUNTED ON TOP.  THE PIPE AND MARK ARE BOTH
 HV7026'INSIDE A SMALL WHITE BUILDING THAT IS ABOUT 5 BY 5 FEET SQUARE.
 HV7026'
 HV7026'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRIDGES
 HV7026'TO THIS MARK AND THE DISTANCE IS 6.851 METERS (22.48 FEET) SOUTH.
 HV7026'
 HV7026'THE MARK IS A 10 INCH GLAZED TILE FILLED WITH CONCRETE AND
 HV7026'PROJECTS 7 INCHES.  A STANDARD BUREAU OF ORDANCE TRIANGULATION
 HV7026'STATION MARK DISK IS SET FLUSH IN THE CENTER OF THE TOP OF THE
 HV7026'MARK.  THERE IS NO STAMPING ON THE DISK.
 HV7026'
 HV7026'TO REACH THE STATION FROM OAK GROVE, GO SOUTHEASTERLY ON STATE
 HV7026'ROUTE 3 FOR 2.65 MILES TO STATE ROUTE 204, TURN LEFT ON ROUTE 204
 HV7026'AND GO NORTHEAST FOR 1.75 MILES TO A TALL STONE MONUMENT
 HV7026'(WASHINGTON MEMORIAL MONUMENT), TURN LEFT AND GO NORTHERLY FOR 0.2
 HV7026'MILE TO WHERE THE ROAD FORKS, TAKE THE LEFT FORK AND GO NORTHERLY
 HV7026'FOR 1.1 MILE TO THE END OF PAVEMENT AND THE STATION AS DESCRIBED.
 HV7026
 HV7026                          STATION RECOVERY (1960)
 HV7026
 HV7026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7026'THE STATION COULD NOT BE RECOVERED DUE TO ITS LOCATION INSIDE THE
 HV7026'RANGE HOUSE.
 HV7026
 HV7026                          STATION RECOVERY (1961)
 HV7026
 HV7026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7026'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV7026'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7026
 HV7026                          STATION RECOVERY (1998)
 HV7026
 HV7026'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7026'RECOVERED IN GOOD CONDITION.
 HV7026
 HV7026                          STATION RECOVERY (2003)
 HV7026
 HV7026'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7026'RECOVERED IN GOOD CONDITION.
 HV7026
 HV7026                          STATION RECOVERY (2005)
 HV7026
 HV7026'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1417 ***********************************************************************
 GV1417  DESIGNATION -  17 USGS
 GV1417  PID         -  GV1417
 GV1417  STATE/COUNTY-  VA/NEW KENT
 GV1417  USGS QUAD   -  TUNSTALL (1984)
 GV1417
 GV1417                         *CURRENT SURVEY CONTROL
 GV1417  ___________________________________________________________________
 GV1417* NAD 83(1986)-  37 34 49.     (N)    077 01 57.     (W)     SCALED    
 GV1417* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 GV1417  ___________________________________________________________________
 GV1417  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 GV1417  DYNAMIC HT  -           4.884 (meters)      16.02  (feet)  COMP
 GV1417  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 GV1417
 GV1417  VERT ORDER  -  SECOND    CLASS 0
 GV1417
 GV1417.The horizontal coordinates were scaled from a topographic map and have
 GV1417.an estimated accuracy of +/- 6 seconds.
 GV1417
 GV1417.The orthometric height was determined by differential leveling
 GV1417.and adjusted by the National Geodetic Survey in June 1991..
 GV1417
 GV1417.The geoid height was determined by GEOID03.
 GV1417
 GV1417.The dynamic height is computed by dividing the NAVD 88
 GV1417.geopotential number by the normal gravity value computed on the
 GV1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1417.degrees latitude (g = 980.6199 gals.).
 GV1417
 GV1417.The modeled gravity was interpolated from observed gravity values.
 GV1417
 GV1417;                    North         East    Units  Estimated Accuracy
 GV1417;SPC VA S     - 1,139,390.    3,629,610.      MT  (+/- 180 meters Scaled)
 GV1417
 GV1417                          SUPERSEDED SURVEY CONTROL
 GV1417
 GV1417  NGVD 29 (??/??/??)    5.239  (m)           17.19   (f) ADJUSTED    2 0
 GV1417
 GV1417.Superseded values are not recommended for survey control.
 GV1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1417.See file dsdata.txt to determine how the superseded data were derived.
 GV1417
 GV1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG205611(NAD 83)
 GV1417_MARKER: P = PIPE CAP
 GV1417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1417_STAMPING: 17.188 VA 1917
 GV1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1417
 GV1417  HISTORY     - Date     Condition        Report By
 GV1417  HISTORY     - 1917     MONUMENTED       USGS
 GV1417  HISTORY     - 1963     GOOD             CGS
 GV1417  HISTORY     - 19960419 MARK NOT FOUND   USPSQD
 GV1417  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1417  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1417  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1417
 GV1417                          STATION DESCRIPTION
 GV1417
 GV1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1417'0.5 MI W FROM WHITE HOUSE.
 GV1417'0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE WEST END OF THE
 GV1417'RAILROAD BRIDGE OVER PAMUNKEY RIVER AT WHITE HOUSE, NEW KENT COUNTY,
 GV1417'950 FEET WEST OF MILEPOST 164, 34 FEET NORTH OF THE NORTH RAIL
 GV1417'OF THE MAIN TRACK, 34 FEET NORTHWEST OF THE CENTER LINE OF AN
 GV1417'OLD DRAINAGE DITCH ABOUT 4 FEET DEEP, 2 FEET SOUTH OF A FENCE LINE,
 GV1417'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 GV1417'SURVEY STANDARD CAP, STAMPED 17.188 VA 1917 AND RIVETED ON THE TOP
 GV1417'OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 GV1417
 GV1417                          STATION RECOVERY (1996)
 GV1417
 GV1417'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1417'MARK NOT FOUND.
 GV1417
 GV1417                          STATION RECOVERY (2000)
 GV1417
 GV1417'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1417'MARK NOT FOUND.
 GV1417
 GV1417                          STATION RECOVERY (2001)
 GV1417
 GV1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1417
 GV1417                          STATION RECOVERY (2005)
 GV1417
 GV1417'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5755 ***********************************************************************
 GV5755  DESIGNATION -  170 C OF R 1972
 GV5755  PID         -  GV5755
 GV5755  STATE/COUNTY-  VA/C OF RICHMOND
 GV5755  USGS QUAD   -  BON AIR (1994)
 GV5755
 GV5755                         *CURRENT SURVEY CONTROL
 GV5755  ___________________________________________________________________
 GV5755* NAD 83(1993)-  37 33 18.22052(N)    077 31 33.44381(W)     ADJUSTED  
 GV5755* NAVD 88     -        32.95   (+/-2cm)     108.1    (feet)  VERTCON   
 GV5755  ___________________________________________________________________
 GV5755  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GV5755  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5755
 GV5755  HORZ ORDER  -  SECOND
 GV5755  VERT ORDER  -  THIRD ? (See Below)
 GV5755
 GV5755.The horizontal coordinates were established by classical geodetic methods
 GV5755.and adjusted by the National Geodetic Survey in November 1994..
 GV5755
 GV5755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5755.The vertical order pertains to the NGVD 29 superseded value.
 GV5755
 GV5755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5755
 GV5755.The geoid height was determined by GEOID03.
 GV5755
 GV5755;                    North         East     Units Scale Factor Converg.
 GV5755;SPC VA S     - 1,136,026.028 3,586,061.168   MT  0.99995074   +0 35 28.2
 GV5755;SPC VA S     - 3,727,112.06 11,765,269.02   sFT  0.99995074   +0 35 28.2
 GV5755;UTM  18      - 4,159,448.970   276,875.807   MT  1.00021326   -1 32 25.0
 GV5755
 GV5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5755!SPC VA S     -   0.99999999  x   0.99995074  =   0.99995073
 GV5755!UTM  18      -   0.99999999  x   1.00021326  =   1.00021325
 GV5755
 GV5755                          SUPERSEDED SURVEY CONTROL
 GV5755
 GV5755  NAD 83(1986)-  37 33 18.22692(N)    077 31 33.46088(W) AD(       ) 2
 GV5755  NAD 27      -  37 33 17.69858(N)    077 31 34.51299(W) AD(       ) 2
 GV5755  NGVD 29 (07/19/86)   33.26   (m)          109.1    (f) LEVELING    3  
 GV5755
 GV5755.Superseded values are not recommended for survey control.
 GV5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5755.See file dsdata.txt to determine how the superseded data were derived.
 GV5755
 GV5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7687659449(NAD 83)
 GV5755_MARKER: Z = SEE DESCRIPTION
 GV5755_SETTING: 0 = UNSPECIFIED SETTING
 GV5755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5755
 GV5755  HISTORY     - Date     Condition        Report By
 GV5755  HISTORY     - 1972     MONUMENTED       VA2060
 GV5755  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5755  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5755  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5755
 GV5755                          STATION DESCRIPTION
 GV5755
 GV5755'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5755'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5755'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5755'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5755'THENCE EAST ON RIVERSIDE DR. 1.05 MILES TO POINT NO. 170.
 GV5755'
 GV5755'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5755'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5755'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5755'ABOUT 8 INCHES BELOW GROUND.
 GV5755'
 GV5755'18.2 FEET S. W. OF C/L OF RIVERSIDE DR., 39.1 FEET N. OF 20 INCH
 GV5755'POPLAR TREE, 59.8 FEET S. W. OF 25 INCH GUM TREE, 74.0 FEET N. W.
 GV5755'OF 20 INCH SYCAMORE TREE.
 GV5755'
 GV5755'NEAREST TOWN--RICHMOND.
 GV5755
 GV5755                          STATION RECOVERY (1995)
 GV5755
 GV5755'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5755'MARK NOT FOUND.
 GV5755
 GV5755                          STATION RECOVERY (1999)
 GV5755
 GV5755'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5755'MARK NOT FOUND.
 GV5755
 GV5755                          STATION RECOVERY (2004)
 GV5755
 GV5755'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5757 ***********************************************************************
 GV5757  DESIGNATION -  171 C OF R 1972
 GV5757  PID         -  GV5757
 GV5757  STATE/COUNTY-  VA/C OF RICHMOND
 GV5757  USGS QUAD   -  BON AIR (1994)
 GV5757
 GV5757                         *CURRENT SURVEY CONTROL
 GV5757  ___________________________________________________________________
 GV5757* NAD 83(1993)-  37 33 27.13317(N)    077 31 37.17566(W)     ADJUSTED  
 GV5757* NAVD 88     -        32.86   (+/-2cm)     107.8    (feet)  VERTCON   
 GV5757  ___________________________________________________________________
 GV5757  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 GV5757  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5757
 GV5757  HORZ ORDER  -  SECOND
 GV5757  VERT ORDER  -  THIRD ? (See Below)
 GV5757
 GV5757.The horizontal coordinates were established by classical geodetic methods
 GV5757.and adjusted by the National Geodetic Survey in November 1994..
 GV5757
 GV5757.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5757.The vertical order pertains to the NGVD 29 superseded value.
 GV5757
 GV5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5757
 GV5757.The geoid height was determined by GEOID03.
 GV5757
 GV5757;                    North         East     Units Scale Factor Converg.
 GV5757;SPC VA S     - 1,136,299.832 3,585,966.749   MT  0.99995088   +0 35 26.0
 GV5757;SPC VA S     - 3,728,010.37 11,764,959.24   sFT  0.99995088   +0 35 26.0
 GV5757;UTM  18      - 4,159,726.170   276,791.614   MT  1.00021372   -1 32 27.5
 GV5757
 GV5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5757!SPC VA S     -   1.00000000  x   0.99995088  =   0.99995088
 GV5757!UTM  18      -   1.00000000  x   1.00021372  =   1.00021372
 GV5757
 GV5757|---------------------------------------------------------------------|
 GV5757| PID    Reference Object                     Distance      Geod. Az  |
 GV5757|                                                           dddmmss.s |
 GV5757| GV5755 170 C OF R 1972                     289.642 METERS 16134     |
 GV5757| GV5762 172 C OF R 1972                     345.794 METERS 30256     |
 GV5757|---------------------------------------------------------------------|
 GV5757
 GV5757                          SUPERSEDED SURVEY CONTROL
 GV5757
 GV5757  NAD 83(1986)-  37 33 27.13958(N)    077 31 37.19284(W) AD(       ) 2
 GV5757  NAD 27      -  37 33 26.61135(N)    077 31 38.24490(W) AD(       ) 2
 GV5757  NGVD 29 (07/19/86)   33.17   (m)          108.8    (f) LEVELING    3  
 GV5757
 GV5757.Superseded values are not recommended for survey control.
 GV5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5757.See file dsdata.txt to determine how the superseded data were derived.
 GV5757
 GV5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7679259726(NAD 83)
 GV5757_MARKER: Z = SEE DESCRIPTION
 GV5757_SETTING: 0 = UNSPECIFIED SETTING
 GV5757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5757
 GV5757  HISTORY     - Date     Condition        Report By
 GV5757  HISTORY     - 1972     MONUMENTED       VA2060
 GV5757  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5757  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5757  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5757
 GV5757                          STATION DESCRIPTION
 GV5757
 GV5757'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5757'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5757'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5757'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5757'THENCE EAST ON RIVERSIDE DR. 0.85 MILE TO POINT NO. 171.
 GV5757'
 GV5757'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5757'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5757'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5757'ABOUT 6 INCHES BELOW GROUND.
 GV5757'
 GV5757'APPROX. 210 FEET S. E. OF C/L OF PRIVATE DRIVE TO 7701 RIVERSIDE DR.
 GV5757'PROJECTED 57.2 FEET N. E. OF C/L OF RIVERSIDE DR., 27.4 FEET S. W.
 GV5757'OF EDGE OF JAMES RIVER, 11.4 FEET N. E. OF 10 INCH BIRCH TREE,
 GV5757'18.5 FEET S. W. OF 10 INCH GUM TREE.
 GV5757'
 GV5757'NEAREST TOWN--RICHMOND.
 GV5757
 GV5757                          STATION RECOVERY (1995)
 GV5757
 GV5757'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5757'MARK NOT FOUND.
 GV5757
 GV5757                          STATION RECOVERY (1999)
 GV5757
 GV5757'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5757'MARK NOT FOUND.
 GV5757
 GV5757                          STATION RECOVERY (2004)
 GV5757
 GV5757'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1483 ***********************************************************************
 GV1483  DESIGNATION -  171 USGS
 GV1483  PID         -  GV1483
 GV1483  STATE/COUNTY-  VA/HANOVER
 GV1483  USGS QUAD   -  MANQUIN (1987)
 GV1483
 GV1483                         *CURRENT SURVEY CONTROL
 GV1483  ___________________________________________________________________
 GV1483* NAD 83(1993)-  37 38 40.48367(N)    077 13 15.98746(W)     ADJUSTED  
 GV1483* NAVD 88     -        51.826  (meters)     170.03   (feet)  ADJUSTED  
 GV1483  ___________________________________________________________________
 GV1483  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GV1483  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GV1483  DYNAMIC HT  -          51.791 (meters)     169.92  (feet)  COMP
 GV1483  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 GV1483
 GV1483  HORZ ORDER  -  SECOND
 GV1483  VERT ORDER  -  SECOND    CLASS 0
 GV1483
 GV1483.The horizontal coordinates were established by classical geodetic methods
 GV1483.and adjusted by the National Geodetic Survey in November 1994..
 GV1483
 GV1483.The orthometric height was determined by differential leveling
 GV1483.and adjusted by the National Geodetic Survey in June 1991..
 GV1483
 GV1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1483
 GV1483.The geoid height was determined by GEOID03.
 GV1483
 GV1483.The dynamic height is computed by dividing the NAVD 88
 GV1483.geopotential number by the normal gravity value computed on the
 GV1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1483.degrees latitude (g = 980.6199 gals.).
 GV1483
 GV1483.The modeled gravity was interpolated from observed gravity values.
 GV1483
 GV1483;                    North         East     Units Scale Factor Converg.
 GV1483;SPC VA S     - 1,146,281.508 3,612,859.927   MT  0.99995706   +0 46 34.3
 GV1483;SPC VA S     - 3,760,758.58 11,853,191.28   sFT  0.99995706   +0 46 34.3
 GV1483;UTM  18      - 4,168,701.950   304,042.702   MT  1.00007300   -1 21 25.2
 GV1483
 GV1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1483!SPC VA S     -   0.99999709  x   0.99995706  =   0.99995415
 GV1483!UTM  18      -   0.99999709  x   1.00007300  =   1.00007009
 GV1483
 GV1483                          SUPERSEDED SURVEY CONTROL
 GV1483
 GV1483  NAD 83(1986)-  37 38 40.48809(N)    077 13 16.00373(W) AD(       ) 2
 GV1483  NAD 27      -  37 38 39.97300(N)    077 13 17.09000(W) AD(       ) 2
 GV1483  NGVD 29 (??/??/??)   52.159  (m)          171.12   (f) ADJUSTED    2 0
 GV1483
 GV1483.Superseded values are not recommended for survey control.
 GV1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1483.See file dsdata.txt to determine how the superseded data were derived.
 GV1483
 GV1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0404368702(NAD 83)
 GV1483_MARKER: P = PIPE CAP
 GV1483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1483_STAMPING: 171 1917
 GV1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1483+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1483
 GV1483  HISTORY     - Date     Condition        Report By
 GV1483  HISTORY     - 1941     MONUMENTED       USGS
 GV1483  HISTORY     - 1961     GOOD             CGS
 GV1483  HISTORY     - 1968     GOOD             CGS
 GV1483  HISTORY     - 19910414 GOOD             USPSQD
 GV1483  HISTORY     - 19970222 GOOD             USPSQD
 GV1483  HISTORY     - 20020114 GOOD             USPSQD
 GV1483  HISTORY     - 20060218 GOOD             USPSQD
 GV1483
 GV1483                          STATION DESCRIPTION
 GV1483
 GV1483'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 GV1483'B.M. (USGS) IS W OF THE STATION.  IT IS A STANDARD U.S.
 GV1483'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 4-INCH
 GV1483'IRON PIPE PROJECTING 8 INCHES AND IS STAMPED 171 FEET - 1917.
 GV1483'IT IS 21 FEET NE OF THE CENTER OF COUNTY HIGHWAY 606, 14 FEET
 GV1483'E OF POWER LINE POLE NO. 24983, 2 FEET SW OF FENCE LINE,
 GV1483'21 FEET SE OF SE BRICK GATEPOST OF DRIVEWAY INTO WILLIAMS
 GV1483'HOME AND 9 FEET NW OF OLD CHURCH HISTORICAL SIGN.
 GV1483'
 GV1483'STATION IS IN THE SETTLEMENT OF OLD CHURCH, ON PROPERTY
 GV1483'OWNED AND OCCUPIED BY B.B. WILLIAMS.  IT IS IN THE SW CORNER
 GV1483'OF A PASTURE, 0.05 MILE E OF STORE AND POST OFFICE.
 GV1483
 GV1483                          STATION RECOVERY (1961)
 GV1483
 GV1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1483'AT OLD CHURCH.
 GV1483'AT OLD CHURCH, HANOVER CHURCH, ON SECONDARY STATE HIGHWAY 606,
 GV1483'89 FEET NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHEAST
 GV1483'CORNER OF THE POST OFFICE, 22 FEET NORTH OF THE CENTERLINE
 GV1483'OF THE HIGHWAY, 14 FEET EAST OF POWERLINE POLE 24983, AND 1.9
 GV1483'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 GV1483'SURVEY STANDARD CAP, STAMPED 171 1917 AND RIVETED ON THE
 GV1483'TOP OF AN IRON PIPE.  IT IS 45 FEET NORTHEAST OF THE INTERSECTION
 GV1483'OF HIGHWAYS 606 AND 628, 21 FEET EAST OF THE SOUTHEAST CORNER
 GV1483'OF A CONCRETE GATE POST, 21 FEET NORTH OF THE CENTER OF HIGHWAY
 GV1483'606, 10.5 FEET WEST OF AN OLD CHURCH SIGN.
 GV1483
 GV1483                          STATION RECOVERY (1968)
 GV1483
 GV1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GV1483'RECOVERED IN GOOD CONDITION.
 GV1483
 GV1483                          STATION RECOVERY (1991)
 GV1483
 GV1483'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV1483'RECOVERED IN GOOD CONDITION.
 GV1483
 GV1483                          STATION RECOVERY (1997)
 GV1483
 GV1483'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1483'RECOVERED IN GOOD CONDITION.
 GV1483
 GV1483                          STATION RECOVERY (2002)
 GV1483
 GV1483'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1483'RECOVERED IN GOOD CONDITION.
 GV1483
 GV1483                          STATION RECOVERY (2006)
 GV1483
 GV1483'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 GV1483'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1086 ***********************************************************************
 FZ1086  DESIGNATION -  1714
 FZ1086  PID         -  FZ1086
 FZ1086  STATE/COUNTY-  VA/SMYTH
 FZ1086  USGS QUAD   -  BROADFORD (1978)
 FZ1086
 FZ1086                         *CURRENT SURVEY CONTROL
 FZ1086  ___________________________________________________________________
 FZ1086* NAD 83(1986)-  36 53 26.     (N)    081 44 58.     (W)     SCALED    
 FZ1086* NAVD 88     -       522.034  (meters)    1712.71   (feet)  ADJUSTED  
 FZ1086  ___________________________________________________________________
 FZ1086  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FZ1086  DYNAMIC HT  -         521.565 (meters)    1711.17  (feet)  COMP
 FZ1086  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 FZ1086
 FZ1086  VERT ORDER  -  SECOND    CLASS 0
 FZ1086
 FZ1086.The horizontal coordinates were scaled from a topographic map and have
 FZ1086.an estimated accuracy of +/- 6 seconds.
 FZ1086
 FZ1086.The orthometric height was determined by differential leveling
 FZ1086.and adjusted by the National Geodetic Survey in June 1991..
 FZ1086
 FZ1086.The geoid height was determined by GEOID03.
 FZ1086
 FZ1086.The dynamic height is computed by dividing the NAVD 88
 FZ1086.geopotential number by the normal gravity value computed on the
 FZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1086.degrees latitude (g = 980.6199 gals.).
 FZ1086
 FZ1086.The modeled gravity was interpolated from observed gravity values.
 FZ1086
 FZ1086;                    North         East    Units  Estimated Accuracy
 FZ1086;SPC VA S     - 1,066,820.    3,210,410.      MT  (+/- 180 meters Scaled)
 FZ1086
 FZ1086                          SUPERSEDED SURVEY CONTROL
 FZ1086
 FZ1086  NGVD 29 (??/??/92)  522.14   (m)         1713.1    (f) COMPUTED    2 0
 FZ1086
 FZ1086.Superseded values are not recommended for survey control.
 FZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1086.See file dsdata.txt to determine how the superseded data were derived.
 FZ1086
 FZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA332829(NAD 83)
 FZ1086_MARKER: DD = SURVEY DISK
 FZ1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1086_SP_SET: ABUTMENT
 FZ1086_STAMPING: 1909
 FZ1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1086
 FZ1086  HISTORY     - Date     Condition        Report By
 FZ1086  HISTORY     - 1909     MONUMENTED       USGS
 FZ1086  HISTORY     - 1934     GOOD             NGS
 FZ1086
 FZ1086                          STATION DESCRIPTION
 FZ1086
 FZ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ1086'IN CEDAR BRANCH.
 FZ1086'ALONG STATE HIGHWAY 81 ON THE SOUTH END OF THE WEST HEADWALL
 FZ1086'OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE ACROSS THE NORTH
 FZ1086'HOLSTON RIVER.  NOTE-- THE TOP OF THIS DISK IS SO BADLY BATTERED
 FZ1086'THAT ONLY THE FIGURES 1909 ARE VISIBLE.  OTHERWISE THE DISK IS IN
 FZ1086'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1241 ***********************************************************************
 HW1241  DESIGNATION -  1717.71
 HW1241  PID         -  HW1241
 HW1241  STATE/COUNTY-  VA/PAGE
 HW1241  USGS QUAD   -  HAMBURG (1984)
 HW1241
 HW1241                         *CURRENT SURVEY CONTROL
 HW1241  ___________________________________________________________________
 HW1241* NAD 83(1986)-  38 38 41.     (N)    078 36 32.     (W)     SCALED    
 HW1241* NAVD 88     -       523.457  (meters)    1717.38   (feet)  ADJUSTED  
 HW1241  ___________________________________________________________________
 HW1241  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW1241  DYNAMIC HT  -         523.074 (meters)    1716.12  (feet)  COMP
 HW1241  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 HW1241
 HW1241  VERT ORDER  -  SECOND    CLASS 0
 HW1241
 HW1241.The horizontal coordinates were scaled from a topographic map and have
 HW1241.an estimated accuracy of +/- 6 seconds.
 HW1241
 HW1241.The orthometric height was determined by differential leveling
 HW1241.and adjusted by the National Geodetic Survey in June 1991..
 HW1241
 HW1241.The geoid height was determined by GEOID03.
 HW1241
 HW1241.The dynamic height is computed by dividing the NAVD 88
 HW1241.geopotential number by the normal gravity value computed on the
 HW1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1241.degrees latitude (g = 980.6199 gals.).
 HW1241
 HW1241.The modeled gravity was interpolated from observed gravity values.
 HW1241
 HW1241;                    North         East    Units  Estimated Accuracy
 HW1241;SPC VA N     - 2,108,570.    3,490,520.      MT  (+/- 180 meters Scaled)
 HW1241
 HW1241                          SUPERSEDED SURVEY CONTROL
 HW1241
 HW1241  NGVD 29 (??/??/92)  523.608  (m)         1717.87   (f) ADJ UNCH    2 0
 HW1241
 HW1241.Superseded values are not recommended for survey control.
 HW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1241.See file dsdata.txt to determine how the superseded data were derived.
 HW1241
 HW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC080800(NAD 83)
 HW1241_MARKER: Q = CHISELED SQUARE
 HW1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1241_SP_SET: CULVERT
 HW1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1241
 HW1241  HISTORY     - Date     Condition        Report By
 HW1241  HISTORY     - UNK      MONUMENTED       USGS
 HW1241  HISTORY     - 1935     GOOD             NGS
 HW1241  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1241
 HW1241                          STATION DESCRIPTION
 HW1241
 HW1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1241'4.6 MI E FROM NEW MARKET.
 HW1241'IN PAGE COUNTY, 4.6 MILES EAST ALONG U.S. HIGHWAY 211 FROM THE
 HW1241'HIGH SCHOOL AT NEW MARKET, SHENANDOAH COUNTY, 0.2 MILE NORTHEAST
 HW1241'OF THE SUMMIT OF THE MOUNTAIN AT MASSANUTTEN GAP, ABOUT 200 FEET
 HW1241'SOUTHEAST OF THE CENTER OF A ROAD JUNCTION, AT A CULVERT, AND
 HW1241'ON THE TOP OF THE WEST CONCRETE HEADWALL.  A CHISELED SQUARE.
 HW1241
 HW1241                          STATION RECOVERY (1965)
 HW1241
 HW1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5762 ***********************************************************************
 GV5762  DESIGNATION -  172 C OF R 1972
 GV5762  PID         -  GV5762
 GV5762  STATE/COUNTY-  VA/C OF RICHMOND
 GV5762  USGS QUAD   -  BON AIR (1994)
 GV5762
 GV5762                         *CURRENT SURVEY CONTROL
 GV5762  ___________________________________________________________________
 GV5762* NAD 83(1993)-  37 33 33.23022(N)    077 31 49.00125(W)     ADJUSTED  
 GV5762* NAVD 88     -        33.57   (+/-2cm)     110.1    (feet)  VERTCON   
 GV5762  ___________________________________________________________________
 GV5762  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GV5762  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5762
 GV5762  HORZ ORDER  -  SECOND
 GV5762  VERT ORDER  -  THIRD ? (See Below)
 GV5762
 GV5762.The horizontal coordinates were established by classical geodetic methods
 GV5762.and adjusted by the National Geodetic Survey in November 1994..
 GV5762
 GV5762.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5762.The vertical order pertains to the NGVD 29 superseded value.
 GV5762
 GV5762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5762
 GV5762.The geoid height was determined by GEOID03.
 GV5762
 GV5762;                    North         East     Units Scale Factor Converg.
 GV5762;SPC VA S     - 1,136,484.799 3,585,674.604   MT  0.99995098   +0 35 18.8
 GV5762;SPC VA S     - 3,728,617.21 11,764,000.76   sFT  0.99995098   +0 35 18.8
 GV5762;UTM  18      - 4,159,921.927   276,506.475   MT  1.00021529   -1 32 35.0
 GV5762
 GV5762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5762!SPC VA S     -   0.99999989  x   0.99995098  =   0.99995087
 GV5762!UTM  18      -   0.99999989  x   1.00021529  =   1.00021518
 GV5762
 GV5762|---------------------------------------------------------------------|
 GV5762| PID    Reference Object                     Distance      Geod. Az  |
 GV5762|                                                           dddmmss.s |
 GV5762| GV5757 171 C OF R 1972                     345.794 METERS 12256     |
 GV5762| GV5776 68                                  451.622 METERS 2672614.3 |
 GV5762| GV5771 173 C OF R 1972                     309.662 METERS 26807     |
 GV5762|---------------------------------------------------------------------|
 GV5762
 GV5762                          SUPERSEDED SURVEY CONTROL
 GV5762
 GV5762  NAD 83(1986)-  37 33 33.23658(N)    077 31 49.01849(W) AD(       ) 2
 GV5762  NAD 27      -  37 33 32.70836(N)    077 31 50.07024(W) AD(       ) 2
 GV5762  NGVD 29 (07/19/86)   33.88   (m)          111.2    (f) LEVELING    3  
 GV5762
 GV5762.Superseded values are not recommended for survey control.
 GV5762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5762.See file dsdata.txt to determine how the superseded data were derived.
 GV5762
 GV5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7650659922(NAD 83)
 GV5762_MARKER: Z = SEE DESCRIPTION
 GV5762_SETTING: 0 = UNSPECIFIED SETTING
 GV5762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5762
 GV5762  HISTORY     - Date     Condition        Report By
 GV5762  HISTORY     - 1972     MONUMENTED       VA2060
 GV5762  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5762  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5762  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5762
 GV5762                          STATION DESCRIPTION
 GV5762
 GV5762'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5762'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5762'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5762'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5762'THENCE EAST ON RIVERSIDE DR. 0.65 MILE TO POINT NO. 172.
 GV5762'
 GV5762'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5762'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5762'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5762'ABOUT 8 INCHES BELOW THE GROUND.
 GV5762'
 GV5762'19.0 FEET N. OF C/L OF RIVERSIDE DR., 25.0 FEET S. OF S. BANK OF THE
 GV5762'JAMES RIVER, 20.4 FEET S. OF 18 INCH HICKORY TREE, 39.1 FEET N. E.
 GV5762'OF 18 INCH PINOAK TREE.
 GV5762'
 GV5762'NEAREST TOWN--RICHMOND.
 GV5762
 GV5762                          STATION RECOVERY (1995)
 GV5762
 GV5762'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5762'MARK NOT FOUND.
 GV5762
 GV5762                          STATION RECOVERY (1999)
 GV5762
 GV5762'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5762'MARK NOT FOUND.
 GV5762
 GV5762                          STATION RECOVERY (2004)
 GV5762
 GV5762'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1916 ***********************************************************************
 GV1916  DESIGNATION -  172.06 PNMP
 GV1916  PID         -  GV1916
 GV1916  STATE/COUNTY-  VA/DINWIDDIE
 GV1916  USGS QUAD   -  PETERSBURG (1994)
 GV1916
 GV1916                         *CURRENT SURVEY CONTROL
 GV1916  ___________________________________________________________________
 GV1916* NAD 83(1986)-  37 10 01.     (N)    077 24 56.     (W)     SCALED    
 GV1916* NAVD 88     -        52.114  (meters)     170.98   (feet)  ADJUSTED  
 GV1916  ___________________________________________________________________
 GV1916  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 GV1916  DYNAMIC HT  -          52.075 (meters)     170.85  (feet)  COMP
 GV1916  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GV1916
 GV1916  VERT ORDER  -  SECOND    CLASS 0
 GV1916
 GV1916.The horizontal coordinates were scaled from a topographic map and have
 GV1916.an estimated accuracy of +/- 6 seconds.
 GV1916
 GV1916.The orthometric height was determined by differential leveling
 GV1916.and adjusted by the National Geodetic Survey in June 1991..
 GV1916
 GV1916.The geoid height was determined by GEOID03.
 GV1916
 GV1916.The dynamic height is computed by dividing the NAVD 88
 GV1916.geopotential number by the normal gravity value computed on the
 GV1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1916.degrees latitude (g = 980.6199 gals.).
 GV1916
 GV1916.The modeled gravity was interpolated from observed gravity values.
 GV1916
 GV1916;                    North         East    Units  Estimated Accuracy
 GV1916;SPC VA S     - 1,093,060.    3,596,310.      MT  (+/- 180 meters Scaled)
 GV1916
 GV1916                          SUPERSEDED SURVEY CONTROL
 GV1916
 GV1916  NGVD 29 (??/??/??)   52.460  (m)          172.11   (f) ADJUSTED    2 0
 GV1916
 GV1916.Superseded values are not recommended for survey control.
 GV1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1916.See file dsdata.txt to determine how the superseded data were derived.
 GV1916
 GV1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG855161(NAD 83)
 GV1916_MARKER: DD = SURVEY DISK
 GV1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1916_STAMPING: 172.06
 GV1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1916+STABILITY: SURFACE MOTION
 GV1916
 GV1916  HISTORY     - Date     Condition        Report By
 GV1916  HISTORY     - UNK      MONUMENTED       DOD
 GV1916  HISTORY     - 1960     GOOD             CGS
 GV1916  HISTORY     - 1961     GOOD             CGS
 GV1916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1916  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1916
 GV1916                          STATION DESCRIPTION
 GV1916
 GV1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1916'4.3 MI S FROM PETERSBURG.
 GV1916'ABOUT 4.3 MILES SOUTH ALONG COUNTY ROAD 604 FROM THE INTERSECTION
 GV1916'OF WEST AND WASHINGTON STREETS AT PETERSBURG, AT THE NATIONAL
 GV1916'MILITARY PARK, 49 FEET NORTH-NORTHEAST OF THE CENTER OF JUNCTION
 GV1916'OF ROADS, 29 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 604,
 GV1916'49 FEET NORTH OF THE CENTER LINE OF FLANK ROAD LEADING EAST,
 GV1916'9 1/2 FEET SOUTH OF TELEPHONE POLE 168, 2 1/2 FEET WEST OF
 GV1916'LINE OF POLES, ABOUT LEVEL WITH FLANK ROAD, AND SET IN TOP
 GV1916'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 GV1916'NOTE-- THE MARK APPEARS SOLID, HOWEVER IT IS BEING RUN OVER BY
 GV1916'FARM MACHINERY AND IS SCRATCHED UP.
 GV1916
 GV1916                          STATION RECOVERY (1961)
 GV1916
 GV1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1916'RECOVERED IN GOOD CONDITION.
 GV1916
 GV1916                          STATION RECOVERY (2001)
 GV1916
 GV1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1916
 GV1916                          STATION RECOVERY (2004)
 GV1916
 GV1916'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1795 ***********************************************************************
 HW1795  DESIGNATION -  1721.6
 HW1795  PID         -  HW1795
 HW1795  STATE/COUNTY-  VA/BATH
 HW1795  USGS QUAD   -  WARM SPRINGS (1968)
 HW1795
 HW1795                         *CURRENT SURVEY CONTROL
 HW1795  ___________________________________________________________________
 HW1795* NAD 83(1986)-  38 04 24.     (N)    079 50 26.     (W)     SCALED    
 HW1795* NAVD 88     -       524.796  (meters)    1721.77   (feet)  ADJUSTED  
 HW1795  ___________________________________________________________________
 HW1795  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HW1795  DYNAMIC HT  -         524.372 (meters)    1720.38  (feet)  COMP
 HW1795  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 HW1795
 HW1795  VERT ORDER  -  SECOND    CLASS 0
 HW1795
 HW1795.The horizontal coordinates were scaled from a topographic map and have
 HW1795.an estimated accuracy of +/- 6 seconds.
 HW1795
 HW1795.The orthometric height was determined by differential leveling
 HW1795.and adjusted by the National Geodetic Survey in June 1991..
 HW1795
 HW1795.The geoid height was determined by GEOID03.
 HW1795
 HW1795.The dynamic height is computed by dividing the NAVD 88
 HW1795.geopotential number by the normal gravity value computed on the
 HW1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1795.degrees latitude (g = 980.6199 gals.).
 HW1795
 HW1795.The modeled gravity was interpolated from observed gravity values.
 HW1795
 HW1795;                    North         East    Units  Estimated Accuracy
 HW1795;SPC VA N     - 2,046,000.    3,382,380.      MT  (+/- 180 meters Scaled)
 HW1795
 HW1795                          SUPERSEDED SURVEY CONTROL
 HW1795
 HW1795  NGVD 29 (??/??/92)  524.900  (m)         1722.11   (f) ADJ UNCH    2 0
 HW1795
 HW1795.Superseded values are not recommended for survey control.
 HW1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1795.See file dsdata.txt to determine how the superseded data were derived.
 HW1795
 HW1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC016145(NAD 83)
 HW1795_MARKER: Z = SEE DESCRIPTION
 HW1795_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1795
 HW1795  HISTORY     - Date     Condition        Report By
 HW1795  HISTORY     - UNK      MONUMENTED       USGS
 HW1795  HISTORY     - 1934     GOOD             NGS
 HW1795
 HW1795                          STATION DESCRIPTION
 HW1795
 HW1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1795'3.7 MI W FROM WARM SPRINGS.
 HW1795'3.7 MILES WEST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE AT
 HW1795'WARM SPRINGS, BATH COUNTY, 440 FEET WEST OF A WOODEN BRIDGE, 15
 HW1795'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A SMALL
 HW1795'FLAT ROCK, 1 FOOT LOWER THAN THE HIGHWAY.  A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0279 ***********************************************************************
 GA0279  DESIGNATION -  1722.1
 GA0279  PID         -  GA0279
 GA0279  STATE/COUNTY-  VA/WASHINGTON
 GA0279  USGS QUAD   -  BRISTOL (1991)
 GA0279
 GA0279                         *CURRENT SURVEY CONTROL
 GA0279  ___________________________________________________________________
 GA0279* NAD 83(1986)-  36 35 44.     (N)    082 12 39.     (W)     SCALED    
 GA0279* NAVD 88     -       524.67   (+/-2cm)    1721.4    (feet)  VERTCON   
 GA0279  ___________________________________________________________________
 GA0279  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0279
 GA0279  VERT ORDER  -  ? (See Below)
 GA0279
 GA0279.The horizontal coordinates were scaled from a topographic map and have
 GA0279.an estimated accuracy of +/- 6 seconds.
 GA0279
 GA0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0279.The vertical order pertains to the NGVD 29 superseded value.
 GA0279
 GA0279.The geoid height was determined by GEOID03.
 GA0279
 GA0279;                    North         East    Units  Estimated Accuracy
 GA0279;SPC VA S     - 1,035,630.    3,168,030.      MT  (+/- 180 meters Scaled)
 GA0279
 GA0279                          SUPERSEDED SURVEY CONTROL
 GA0279
 GA0279  NGVD 29 (??/??/92)  524.820  (m)         1721.85   (f) ADJ UNCH    ?  
 GA0279
 GA0279.Superseded values are not recommended for survey control.
 GA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0279.See file dsdata.txt to determine how the superseded data were derived.
 GA0279
 GA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA916506(NAD 83)
 GA0279_MARKER: Q = CHISELED SQUARE
 GA0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0279_SP_SET: LIGHT POLE
 GA0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0279
 GA0279  HISTORY     - Date     Condition        Report By
 GA0279  HISTORY     - UNK      MONUMENTED       USGS
 GA0279  HISTORY     - 1937     GOOD             TVA
 GA0279
 GA0279                          STATION DESCRIPTION
 GA0279
 GA0279'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0279'1.7 MI W FROM BRISTOL.
 GA0279'1.7 MILES WEST ALONG THE LEXINGTON HIGHWAY (U.S. HIGHWAY 58) FROM
 GA0279'BRISTOL, WASHINGTON COUNTY, AT THE VIRGINIA-TENNESSEE STATE
 GA0279'LINE, AT THE INTERSECTION OF U.S. HIGHWAY 11 W, 45 FEET EAST AND
 GA0279'45 FEET NORTH OF THE CENTER OF THE JUNCTION, AT THE WEST END OF
 GA0279'A STANDARD SERVICE STATION, AND ON THE SOUTHWEST CORNER OF THE
 GA0279'CONCRETE BASE OF A LIGHT POLE.  A CHISELED SQUARE PAINTED USBM
 GA0279'1722.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1959 ***********************************************************************
 GX1959  DESIGNATION -  1724.1
 GX1959  PID         -  GX1959
 GX1959  STATE/COUNTY-  VA/BUCHANAN
 GX1959  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1959
 GX1959                         *CURRENT SURVEY CONTROL
 GX1959  ___________________________________________________________________
 GX1959* NAD 83(1986)-  37 14 18.     (N)    081 51 03.     (W)     SCALED    
 GX1959* NAVD 88     -       525.449  (meters)    1723.91   (feet)  ADJUSTED  
 GX1959  ___________________________________________________________________
 GX1959  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1959  DYNAMIC HT  -         525.001 (meters)    1722.44  (feet)  COMP
 GX1959  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 GX1959
 GX1959  VERT ORDER  -  SECOND    CLASS 0
 GX1959
 GX1959.The horizontal coordinates were scaled from a topographic map and have
 GX1959.an estimated accuracy of +/- 6 seconds.
 GX1959
 GX1959.The orthometric height was determined by differential leveling
 GX1959.and adjusted by the National Geodetic Survey in June 1991..
 GX1959
 GX1959.The geoid height was determined by GEOID03.
 GX1959
 GX1959.The dynamic height is computed by dividing the NAVD 88
 GX1959.geopotential number by the normal gravity value computed on the
 GX1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1959.degrees latitude (g = 980.6199 gals.).
 GX1959
 GX1959.The modeled gravity was interpolated from observed gravity values.
 GX1959
 GX1959;                    North         East    Units  Estimated Accuracy
 GX1959;SPC VA S     - 1,105,710.    3,202,750.      MT  (+/- 180 meters Scaled)
 GX1959
 GX1959                          SUPERSEDED SURVEY CONTROL
 GX1959
 GX1959  NGVD 29 (??/??/92)  525.609  (m)         1724.44   (f) ADJ UNCH    2 0
 GX1959
 GX1959.Superseded values are not recommended for survey control.
 GX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1959.See file dsdata.txt to determine how the superseded data were derived.
 GX1959
 GX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB245216(NAD 83)
 GX1959_MARKER: Q = CHISELED SQUARE
 GX1959_SETTING: 66 = SET IN ROCK OUTCROP
 GX1959_SP_SET: SET IN ROCK OUTCROP
 GX1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1959+STABILITY: POSITION/ELEVATION WELL
 GX1959
 GX1959  HISTORY     - Date     Condition        Report By
 GX1959  HISTORY     - UNK      MONUMENTED       USGS
 GX1959  HISTORY     - 1958     GOOD             NGS
 GX1959
 GX1959                          STATION DESCRIPTION
 GX1959
 GX1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1959'1.7 MI SE FROM WHITEWOOD.
 GX1959'1.7 MILES SOUTHEAST ALONG ROAD 638 FROM THE HIGH SCHOOL AT
 GX1959'WHITEWOOD, 0.6 MILE SOUTHWEST OF A BRIDGE OVER MILL BRANCH, 0.4
 GX1959'MILE SOUTHWEST OF A CULVERT FOR BETSEY BRANCH, 18 FEET WEST OF
 GX1959'THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF BENCH MARK
 GX1959'K 330, A 2 1/2 - BY 2-INCH OUTLINED SQUARE IN TOP OF A 18-BY
 GX1959'2-FOOT OUTCROPPING ROCK LEDGE, AND 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5771 ***********************************************************************
 GV5771  DESIGNATION -  173 C OF R 1972
 GV5771  PID         -  GV5771
 GV5771  STATE/COUNTY-  VA/C OF RICHMOND
 GV5771  USGS QUAD   -  BON AIR (1994)
 GV5771
 GV5771                         *CURRENT SURVEY CONTROL
 GV5771  ___________________________________________________________________
 GV5771* NAD 83(1993)-  37 33 32.90003(N)    077 32 01.61142(W)     ADJUSTED  
 GV5771* NAVD 88     -        33.55   (+/-2cm)     110.1    (feet)  VERTCON   
 GV5771  ___________________________________________________________________
 GV5771  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV5771  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5771
 GV5771  HORZ ORDER  -  SECOND
 GV5771  VERT ORDER  -  THIRD ? (See Below)
 GV5771
 GV5771.The horizontal coordinates were established by classical geodetic methods
 GV5771.and adjusted by the National Geodetic Survey in November 1994..
 GV5771
 GV5771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5771.The vertical order pertains to the NGVD 29 superseded value.
 GV5771
 GV5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5771
 GV5771.The geoid height was determined by GEOID03.
 GV5771
 GV5771;                    North         East     Units Scale Factor Converg.
 GV5771;SPC VA S     - 1,136,471.447 3,585,365.245   MT  0.99995098   +0 35 11.1
 GV5771;SPC VA S     - 3,728,573.41 11,762,985.81   sFT  0.99995098   +0 35 11.1
 GV5771;UTM  18      - 4,159,920.090   276,196.752   MT  1.00021700   -1 32 42.7
 GV5771
 GV5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5771!SPC VA S     -   0.99999989  x   0.99995098  =   0.99995087
 GV5771!UTM  18      -   0.99999989  x   1.00021700  =   1.00021689
 GV5771
 GV5771                          SUPERSEDED SURVEY CONTROL
 GV5771
 GV5771  NAD 83(1986)-  37 33 32.90632(N)    077 32 01.62867(W) AD(       ) 2
 GV5771  NAD 27      -  37 33 32.37801(N)    077 32 02.68000(W) AD(       ) 2
 GV5771  NGVD 29 (07/19/86)   33.86   (m)          111.1    (f) LEVELING    3  
 GV5771
 GV5771.Superseded values are not recommended for survey control.
 GV5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5771.See file dsdata.txt to determine how the superseded data were derived.
 GV5771
 GV5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7619759920(NAD 83)
 GV5771_MARKER: Z = SEE DESCRIPTION
 GV5771_SETTING: 0 = UNSPECIFIED SETTING
 GV5771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5771
 GV5771  HISTORY     - Date     Condition        Report By
 GV5771  HISTORY     - 1972     MONUMENTED       VA2060
 GV5771  HISTORY     - 19951113 GOOD             USPSQD
 GV5771  HISTORY     - 19991104 GOOD             USPSQD
 GV5771  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5771
 GV5771                          STATION DESCRIPTION
 GV5771
 GV5771'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5771'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5771'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5771'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5771'THENCE EAST ON RIVERSIDE DR. 0.45 MILE TO ROCKFALLS DR. AND POINT
 GV5771'NO. 173.
 GV5771'
 GV5771'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5771'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5771'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5771'ABOUT 8 INCHES BELOW THE GROUND.
 GV5771'
 GV5771'18.4 FEET N. OF C/L OF RIVERSIDE DRIVE, 86.1 FEET E. OF VEPCO POLE
 GV5771'NO. EM25, 27.2 FEET N. E. OF SEWER MANHOLE, 23.6 FEET S. W. OF
 GV5771'20 INCHES SYCAMORE.
 GV5771'
 GV5771'NEAREST TOWN--RICHMOND.
 GV5771
 GV5771                          STATION RECOVERY (1995)
 GV5771
 GV5771'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5771'RECOVERED IN GOOD CONDITION.
 GV5771
 GV5771                          STATION RECOVERY (1999)
 GV5771
 GV5771'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5771'RECOVERED IN GOOD CONDITION.
 GV5771
 GV5771                          STATION RECOVERY (2004)
 GV5771
 GV5771'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2493 ***********************************************************************
 HV2493  DESIGNATION -  17.3 USGS
 HV2493  PID         -  HV2493
 HV2493  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2493  USGS QUAD   -  QUANTICO (1994)
 HV2493
 HV2493                         *CURRENT SURVEY CONTROL
 HV2493  ___________________________________________________________________
 HV2493* NAD 83(1986)-  38 37 18.     (N)    077 15 07.     (W)     SCALED    
 HV2493* NAVD 88     -         4.998  (meters)      16.40   (feet)  POSTED    
 HV2493  ___________________________________________________________________
 HV2493  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV2493  DYNAMIC HT  -           5.000 (meters)      16.40  (feet)  COMP
 HV2493  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 HV2493
 HV2493  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HV2493
 HV2493.The horizontal coordinates were scaled from a topographic map and have
 HV2493.an estimated accuracy of +/- 6 seconds.
 HV2493
 HV2493.The orthometric height was determined by differential leveling
 HV2493.and adjusted by the National Geodetic Survey in 1992..
 HV2493.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HV2493.rate of 1.1 thru 2.0 mm/km.
 HV2493
 HV2493.The geoid height was determined by GEOID03.
 HV2493
 HV2493.The dynamic height is computed by dividing the NAVD 88
 HV2493.geopotential number by the normal gravity value computed on the
 HV2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2493.degrees latitude (g = 980.6199 gals.).
 HV2493
 HV2493.The modeled gravity was interpolated from observed gravity values.
 HV2493
 HV2493;                    North         East    Units  Estimated Accuracy
 HV2493;SPC VA N     - 2,106,740.    3,608,680.      MT  (+/- 180 meters Scaled)
 HV2493
 HV2493                          SUPERSEDED SURVEY CONTROL
 HV2493
 HV2493  NGVD 29 (??/??/??)    5.261  (m)           17.26   (f) ADJUSTED    1 2
 HV2493
 HV2493.Superseded values are not recommended for survey control.
 HV2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2493.See file dsdata.txt to determine how the superseded data were derived.
 HV2493
 HV2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH039771(NAD 83)
 HV2493_MARKER: Q = CHISELED SQUARE
 HV2493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2493_SP_SET: CONCRETE ABUTMENT
 HV2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2493
 HV2493  HISTORY     - Date     Condition        Report By
 HV2493  HISTORY     - UNK      MONUMENTED       USGS
 HV2493  HISTORY     - 1939     GOOD             CGS
 HV2493  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV2493  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2493
 HV2493                          STATION DESCRIPTION
 HV2493
 HV2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HV2493'0.8 MI S FROM FEATHERSTONE.
 HV2493'0.8 MILE SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2493'RAILROAD FROM THE STATION AT FEATHERSTONE, PRINCE WILLIAM COUNTY,
 HV2493'1.4 MILES NORTH OF NEABSCO, 150 FEET NORTH OF MILEPOST 86, AT A
 HV2493'STEEL-GIRDER OPEN-DECK BRIDGE, AND ON THE EAST SIDE OF THE SOUTH
 HV2493'CONCRETE ABUTMENT.  A CHISELED SQUARE.
 HV2493
 HV2493                          STATION RECOVERY (1971)
 HV2493
 HV2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2493'MARK NOT FOUND.
 HV2493
 HV2493                          STATION RECOVERY (1978)
 HV2493
 HV2493'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5767 ***********************************************************************
 GV5767  DESIGNATION -  174 C OF R 1972
 GV5767  PID         -  GV5767
 GV5767  STATE/COUNTY-  VA/C OF RICHMOND
 GV5767  USGS QUAD   -  BON AIR (1994)
 GV5767
 GV5767                         *CURRENT SURVEY CONTROL
 GV5767  ___________________________________________________________________
 GV5767* NAD 83(1993)-  37 33 28.44301(N)    077 31 57.78011(W)     ADJUSTED  
 GV5767* NAVD 88     -        41.17   (+/-2cm)     135.1    (feet)  VERTCON   
 GV5767  ___________________________________________________________________
 GV5767  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV5767  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5767
 GV5767  HORZ ORDER  -  SECOND
 GV5767  VERT ORDER  -  THIRD ? (See Below)
 GV5767
 GV5767.The horizontal coordinates were established by classical geodetic methods
 GV5767.and adjusted by the National Geodetic Survey in November 1994..
 GV5767
 GV5767.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5767.The vertical order pertains to the NGVD 29 superseded value.
 GV5767
 GV5767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5767
 GV5767.The geoid height was determined by GEOID03.
 GV5767
 GV5767;                    North         East     Units Scale Factor Converg.
 GV5767;SPC VA S     - 1,136,335.014 3,585,460.676   MT  0.99995091   +0 35 13.4
 GV5767;SPC VA S     - 3,728,125.79 11,763,298.90   sFT  0.99995091   +0 35 13.4
 GV5767;UTM  18      - 4,159,780.164   276,287.067   MT  1.00021650   -1 32 40.2
 GV5767
 GV5767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5767!SPC VA S     -   0.99999869  x   0.99995091  =   0.99994960
 GV5767!UTM  18      -   0.99999869  x   1.00021650  =   1.00021519
 GV5767
 GV5767                          SUPERSEDED SURVEY CONTROL
 GV5767
 GV5767  NAD 83(1986)-  37 33 28.44932(N)    077 31 57.79731(W) AD(       ) 2
 GV5767  NAD 27      -  37 33 27.92096(N)    077 31 58.84872(W) AD(       ) 2
 GV5767  NGVD 29 (07/19/86)   41.48   (m)          136.1    (f) LEVELING    3  
 GV5767
 GV5767.Superseded values are not recommended for survey control.
 GV5767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5767.See file dsdata.txt to determine how the superseded data were derived.
 GV5767
 GV5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7628759780(NAD 83)
 GV5767_MARKER: Z = SEE DESCRIPTION
 GV5767_SETTING: 0 = UNSPECIFIED SETTING
 GV5767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5767
 GV5767  HISTORY     - Date     Condition        Report By
 GV5767  HISTORY     - 1972     MONUMENTED       VA2060
 GV5767  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5767  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5767  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5767
 GV5767                          STATION DESCRIPTION
 GV5767
 GV5767'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5767'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5767'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5767'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5767'THENCE EAST ON RIVERSIDE DR. 0.45 MILE TO ROCKFALLS DR., THENCE
 GV5767'SOUTH ON ROCKFALLS DR. 0.10 MILE TO POINT NO. 174.
 GV5767'
 GV5767'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5767'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5767'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5767'ABOUT 6 INCHES BELOW THE GROUND.
 GV5767'
 GV5767'11.5 FEET E. OF C/L OF ROCKFALLS DR., 52.6 FEET S. OF VEPCO POLE
 GV5767'NO. 6823, 7.7 FEET W. OF 4 INCH DOGWOOD TREE, 30.7 FEET E. OF 20
 GV5767'INCH HICKORY TREE.
 GV5767'
 GV5767'NEAREST TOWN--RICHMOND.
 GV5767
 GV5767                          STATION RECOVERY (1995)
 GV5767
 GV5767'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5767'MARK NOT FOUND.
 GV5767
 GV5767                          STATION RECOVERY (1999)
 GV5767
 GV5767'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5767'MARK NOT FOUND.
 GV5767
 GV5767                          STATION RECOVERY (2004)
 GV5767
 GV5767'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2438 ***********************************************************************
 GV2438  DESIGNATION -  174 CORR
 GV2438  PID         -  GV2438
 GV2438  STATE/COUNTY-  VA/GOOCHLAND
 GV2438  USGS QUAD   -  GOOCHLAND (1968)
 GV2438
 GV2438                         *CURRENT SURVEY CONTROL
 GV2438  ___________________________________________________________________
 GV2438* NAD 83(1986)-  37 37 37.     (N)    077 58 46.     (W)     SCALED    
 GV2438* NAVD 88     -        52.89   (+/-2cm)     173.5    (feet)  VERTCON   
 GV2438  ___________________________________________________________________
 GV2438  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GV2438
 GV2438  VERT ORDER  -  ? (See Below)
 GV2438
 GV2438.The horizontal coordinates were scaled from a topographic map and have
 GV2438.an estimated accuracy of +/- 6 seconds.
 GV2438
 GV2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2438.The vertical order pertains to the NGVD 29 superseded value.
 GV2438
 GV2438.The geoid height was determined by GEOID03.
 GV2438
 GV2438;                    North         East    Units  Estimated Accuracy
 GV2438;SPC VA S     - 1,143,690.    3,545,950.      MT  (+/- 180 meters Scaled)
 GV2438
 GV2438                          SUPERSEDED SURVEY CONTROL
 GV2438
 GV2438  NGVD 29 (??/??/??)   53.170  (m)          174.44   (f) ADJUSTED    ?  
 GV2438
 GV2438.Superseded values are not recommended for survey control.
 GV2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2438.See file dsdata.txt to determine how the superseded data were derived.
 GV2438
 GV2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG370686(NAD 83)
 GV2438_MARKER: X = CHISELED CROSS
 GV2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2438_SP_SET: FOOTING
 GV2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2438
 GV2438  HISTORY     - Date     Condition        Report By
 GV2438  HISTORY     - UNK      MONUMENTED       CORR
 GV2438  HISTORY     - 1936     GOOD             CGS
 GV2438  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2438  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2438  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2438
 GV2438                          STATION DESCRIPTION
 GV2438
 GV2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GV2438'AT ROCK CASTLE.
 GV2438'AT ROCK CASTLE, GOOCHLAND COUNTY, ON THE CHESAPEAKE AND OHIO
 GV2438'RAILWAY, AT THE WATER TANK, AND ON THE SOUTH CORNER OF THE
 GV2438'SOUTHWEST FOOTING.  A CHISELED CROSS.
 GV2438
 GV2438                          STATION RECOVERY (1983)
 GV2438
 GV2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2438'NOT RECOVERED, CONSIDER DESTROYED, THE WATER TANK AND ITS FOOTING HAVE
 GV2438'BEEN REMOVED FROM THIS LOCATION.
 GV2438
 GV2438                          STATION RECOVERY (1998)
 GV2438
 GV2438'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2438'MARK NOT FOUND.
 GV2438
 GV2438                          STATION RECOVERY (2003)
 GV2438
 GV2438'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0528 ***********************************************************************
 GX0528  DESIGNATION -  1743.1
 GX0528  PID         -  GX0528
 GX0528  STATE/COUNTY-  VA/MONTGOMERY
 GX0528  USGS QUAD   -  RADFORD NORTH (1984)
 GX0528
 GX0528                         *CURRENT SURVEY CONTROL
 GX0528  ___________________________________________________________________
 GX0528* NAD 83(1986)-  37 09 16.     (N)    080 30 51.     (W)     SCALED    
 GX0528* NAVD 88     -       531.610  (meters)    1744.12   (feet)  ADJUSTED  
 GX0528  ___________________________________________________________________
 GX0528  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GX0528  DYNAMIC HT  -         531.133 (meters)    1742.56  (feet)  COMP
 GX0528  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 GX0528
 GX0528  VERT ORDER  -  FIRST     CLASS II
 GX0528
 GX0528.The horizontal coordinates were scaled from a topographic map and have
 GX0528.an estimated accuracy of +/- 6 seconds.
 GX0528
 GX0528.The orthometric height was determined by differential leveling
 GX0528.and adjusted by the National Geodetic Survey in June 1991..
 GX0528
 GX0528.The geoid height was determined by GEOID03.
 GX0528
 GX0528.The dynamic height is computed by dividing the NAVD 88
 GX0528.geopotential number by the normal gravity value computed on the
 GX0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0528.degrees latitude (g = 980.6199 gals.).
 GX0528
 GX0528.The modeled gravity was interpolated from observed gravity values.
 GX0528
 GX0528;                    North         East    Units  Estimated Accuracy
 GX0528;SPC VA S     - 1,093,030.    3,321,100.      MT  (+/- 180 meters Scaled)
 GX0528
 GX0528                          SUPERSEDED SURVEY CONTROL
 GX0528
 GX0528  NGVD 29 (??/??/92)  531.727  (m)         1744.51   (f) ADJ UNCH    1 2
 GX0528
 GX0528.Superseded values are not recommended for survey control.
 GX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0528.See file dsdata.txt to determine how the superseded data were derived.
 GX0528
 GX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB431121(NAD 83)
 GX0528_MARKER: Q = CHISELED SQUARE
 GX0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0528_SP_SET: CULVERT
 GX0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0528
 GX0528  HISTORY     - Date     Condition        Report By
 GX0528  HISTORY     - UNK      MONUMENTED       USGS
 GX0528  HISTORY     - 1935     GOOD             NGS
 GX0528
 GX0528                          STATION DESCRIPTION
 GX0528
 GX0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0528'AT WALTON.
 GX0528'AT WALTON, MONTGOMERY COUNTY, ABOUT 100 FEET SOUTHWEST OF THE
 GX0528'NORFOLK AND WESTERN RAILWAY STATION, 75 FEET EAST OF A WATER
 GX0528'TANK, ON THE HEADWALL OF A CULVERT, 9 FEET SOUTHEAST OF THE
 GX0528'SOUTHEAST RAIL, AND NEAR THE PAINTED LETTERS 1743.1 U.S.B.M.  A
 GX0528'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0242 ***********************************************************************
 GA0242  DESIGNATION -  1747
 GA0242  PID         -  GA0242
 GA0242  STATE/COUNTY-  VA/WASHINGTON
 GA0242  USGS QUAD   -  BRISTOL (1991)
 GA0242
 GA0242                         *CURRENT SURVEY CONTROL
 GA0242  ___________________________________________________________________
 GA0242* NAD 83(1986)-  36 36 07.     (N)    082 13 52.     (W)     SCALED    
 GA0242* NAVD 88     -       532.310  (meters)    1746.42   (feet)  ADJUSTED  
 GA0242  ___________________________________________________________________
 GA0242  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0242  DYNAMIC HT  -         531.818 (meters)    1744.81  (feet)  COMP
 GA0242  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 GA0242
 GA0242  VERT ORDER  -  SECOND    CLASS 0
 GA0242
 GA0242.The horizontal coordinates were scaled from a topographic map and have
 GA0242.an estimated accuracy of +/- 6 seconds.
 GA0242
 GA0242.The orthometric height was determined by differential leveling
 GA0242.and adjusted by the National Geodetic Survey in June 1991..
 GA0242
 GA0242.The geoid height was determined by GEOID03.
 GA0242
 GA0242.The dynamic height is computed by dividing the NAVD 88
 GA0242.geopotential number by the normal gravity value computed on the
 GA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0242.degrees latitude (g = 980.6199 gals.).
 GA0242
 GA0242.The modeled gravity was interpolated from observed gravity values.
 GA0242
 GA0242;                    North         East    Units  Estimated Accuracy
 GA0242;SPC VA S     - 1,036,410.    3,166,240.      MT  (+/- 180 meters Scaled)
 GA0242
 GA0242                          SUPERSEDED SURVEY CONTROL
 GA0242
 GA0242  NGVD 29 (??/??/92)  532.43   (m)         1746.8    (f) COMPUTED    2 0
 GA0242
 GA0242.Superseded values are not recommended for survey control.
 GA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0242.See file dsdata.txt to determine how the superseded data were derived.
 GA0242
 GA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA898514(NAD 83)
 GA0242_MARKER: Z = SEE DESCRIPTION
 GA0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0242_SP_SET: BRIDGE
 GA0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0242
 GA0242  HISTORY     - Date     Condition        Report By
 GA0242  HISTORY     - UNK      MONUMENTED       USGS
 GA0242  HISTORY     - 1935     GOOD             NGS
 GA0242
 GA0242                          STATION DESCRIPTION
 GA0242
 GA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0242'1.6 MI NW FROM BRISTOL.
 GA0242'ON U.S. HIGHWAY NO. 58.  ON SOUTH END OF WEST ABUTMENT OF
 GA0242'CONCRETE HIGHWAY BRIDGE OVER CREEK.  80 YARDS EAST OF POWER
 GA0242'LINE CROSSING.  10 INCHES ABOVE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0963 ***********************************************************************
 GW0963  DESIGNATION -  1747
 GW0963  PID         -  GW0963
 GW0963  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0963  USGS QUAD   -  LEXINGTON (1978)
 GW0963
 GW0963                         *CURRENT SURVEY CONTROL
 GW0963  ___________________________________________________________________
 GW0963* NAD 83(1986)-  37 48 51.     (N)    079 25 28.     (W)     SCALED    
 GW0963* NAVD 88     -       357.985  (meters)    1174.49   (feet)  ADJUSTED  
 GW0963  ___________________________________________________________________
 GW0963  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW0963  DYNAMIC HT  -         357.711 (meters)    1173.59  (feet)  COMP
 GW0963  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 GW0963
 GW0963  VERT ORDER  -  SECOND    CLASS 0
 GW0963
 GW0963.The horizontal coordinates were scaled from a topographic map and have
 GW0963.an estimated accuracy of +/- 6 seconds.
 GW0963
 GW0963.The orthometric height was determined by differential leveling
 GW0963.and adjusted by the National Geodetic Survey in June 1991..
 GW0963
 GW0963.The geoid height was determined by GEOID03.
 GW0963
 GW0963.The dynamic height is computed by dividing the NAVD 88
 GW0963.geopotential number by the normal gravity value computed on the
 GW0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0963.degrees latitude (g = 980.6199 gals.).
 GW0963
 GW0963.The modeled gravity was interpolated from observed gravity values.
 GW0963
 GW0963;                    North         East    Units  Estimated Accuracy
 GW0963;SPC VA S     - 1,164,740.    3,418,600.      MT  (+/- 180 meters Scaled)
 GW0963
 GW0963                          SUPERSEDED SURVEY CONTROL
 GW0963
 GW0963  NGVD 29 (??/??/92)  358.158  (m)         1175.06   (f) ADJ UNCH    2 0
 GW0963
 GW0963.Superseded values are not recommended for survey control.
 GW0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0963.See file dsdata.txt to determine how the superseded data were derived.
 GW0963
 GW0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB386863(NAD 83)
 GW0963_MARKER: S = SPIKE
 GW0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0963_SP_SET: OAK TREE
 GW0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0963
 GW0963  HISTORY     - Date     Condition        Report By
 GW0963  HISTORY     - UNK      MONUMENTED       USGS
 GW0963  HISTORY     - 1935     GOOD             NGS
 GW0963
 GW0963                          STATION DESCRIPTION
 GW0963
 GW0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0963'1.9 MI N FROM LEXINGTON.
 GW0963'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 11 FROM BALTIMORE AND
 GW0963'OHIO RAILROAD BRIDGE 154 AT LEXINGTON, ROCKBRIDGE COUNTY, THENCE
 GW0963'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 501, 15 FEET EAST OF THE
 GW0963'CENTER LINE OF THE HIGHWAY, AND IN THE BASE OF A 40-INCH OAK TREE.
 GW0963'AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0243 ***********************************************************************
 GA0243  DESIGNATION -  1747 USGS RESET 1958
 GA0243  PID         -  GA0243
 GA0243  STATE/COUNTY-  VA/WASHINGTON
 GA0243  USGS QUAD   -  BRISTOL (1991)
 GA0243
 GA0243                         *CURRENT SURVEY CONTROL
 GA0243  ___________________________________________________________________
 GA0243* NAD 83(1986)-  36 36 07.     (N)    082 13 53.     (W)     SCALED    
 GA0243* NAVD 88     -       531.707  (meters)    1744.44   (feet)  ADJUSTED  
 GA0243  ___________________________________________________________________
 GA0243  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0243  DYNAMIC HT  -         531.215 (meters)    1742.83  (feet)  COMP
 GA0243  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 GA0243
 GA0243  VERT ORDER  -  FIRST     CLASS II
 GA0243
 GA0243.The horizontal coordinates were scaled from a topographic map and have
 GA0243.an estimated accuracy of +/- 6 seconds.
 GA0243
 GA0243.The orthometric height was determined by differential leveling
 GA0243.and adjusted by the National Geodetic Survey in June 1991..
 GA0243
 GA0243.The geoid height was determined by GEOID03.
 GA0243
 GA0243.The dynamic height is computed by dividing the NAVD 88
 GA0243.geopotential number by the normal gravity value computed on the
 GA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0243.degrees latitude (g = 980.6199 gals.).
 GA0243
 GA0243.The modeled gravity was interpolated from observed gravity values.
 GA0243
 GA0243;                    North         East    Units  Estimated Accuracy
 GA0243;SPC VA S     - 1,036,410.    3,166,220.      MT  (+/- 180 meters Scaled)
 GA0243
 GA0243                          SUPERSEDED SURVEY CONTROL
 GA0243
 GA0243  NGVD 29 (??/??/??)  531.91   (m)         1745.1    (f) RESET       3  
 GA0243
 GA0243.Superseded values are not recommended for survey control.
 GA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0243.See file dsdata.txt to determine how the superseded data were derived.
 GA0243
 GA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA898514(NAD 83)
 GA0243_MARKER: DD = SURVEY DISK
 GA0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0243_SP_SET: CONCRETE BOX
 GA0243_STAMPING: 1747 RESET 1958
 GA0243_MARK LOGO: USGS  
 GA0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0243
 GA0243  HISTORY     - Date     Condition        Report By
 GA0243  HISTORY     - 1958     MONUMENTED       USGS
 GA0243  HISTORY     - 1959     GOOD             NGS
 GA0243  HISTORY     - 1984     GOOD             NGS
 GA0243
 GA0243                          STATION DESCRIPTION
 GA0243
 GA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA0243'0.6 MI NW FROM BRISTOL.
 GA0243'0.6 MILES NORTHWEST ALONG SOUTHBOUND LANE U.S. HIGHWAY 58 FROM
 GA0243'THE CITY LIMITS OF BRISTOL, 1/2 MILE SOUTHEAST OF BEECH GROVE
 GA0243'CHURCH AT CONCRETE BOX ON STOFFEL CREEK, ON THE SOUTHEAST
 GA0243'CORNER OF THE SOUTH END OF CONCRETE BOX 60 FEET WEST OF THE
 GA0243'CENTERLINE, AND SET IN A CONCRETE BOX.
 GA0243
 GA0243                          STATION RECOVERY (1984)
 GA0243
 GA0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0243'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.9 KM (1.2 MI)
 GA0243'WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND
 GA0243'421 IN BRISTOL TO THE MARK ON THE LEFT, ON THE EAST BOUND SIDE OF THE
 GA0243'HIGHWAY, IN TOP OF A HEADWALL OF A CULVERT OF STOFFEL CREEK UNDER THE
 GA0243'HIGHWAY, 18.2 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE EAST
 GA0243'BOUND LANE OF THE HIGHWAY.
 GA0243'THE MARK IS 6.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5766 ***********************************************************************
 GV5766  DESIGNATION -  175 C OF R 1972
 GV5766  PID         -  GV5766
 GV5766  STATE/COUNTY-  VA/C OF RICHMOND
 GV5766  USGS QUAD   -  BON AIR (1994)
 GV5766
 GV5766                         *CURRENT SURVEY CONTROL
 GV5766  ___________________________________________________________________
 GV5766* NAD 83(1993)-  37 33 24.69230(N)    077 31 54.70715(W)     ADJUSTED  
 GV5766* NAVD 88     -        43.73   (+/-2cm)     143.5    (feet)  VERTCON   
 GV5766  ___________________________________________________________________
 GV5766  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 GV5766  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5766
 GV5766  HORZ ORDER  -  SECOND
 GV5766  VERT ORDER  -  THIRD ? (See Below)
 GV5766
 GV5766.The horizontal coordinates were established by classical geodetic methods
 GV5766.and adjusted by the National Geodetic Survey in November 1994..
 GV5766
 GV5766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5766.The vertical order pertains to the NGVD 29 superseded value.
 GV5766
 GV5766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5766
 GV5766.The geoid height was determined by GEOID03.
 GV5766
 GV5766;                    North         East     Units Scale Factor Converg.
 GV5766;SPC VA S     - 1,136,220.164 3,585,537.276   MT  0.99995085   +0 35 15.3
 GV5766;SPC VA S     - 3,727,748.99 11,763,550.21   sFT  0.99995085   +0 35 15.3
 GV5766;UTM  18      - 4,159,662.514   276,359.361   MT  1.00021610   -1 32 38.2
 GV5766
 GV5766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5766!SPC VA S     -   0.99999829  x   0.99995085  =   0.99994914
 GV5766!UTM  18      -   0.99999829  x   1.00021610  =   1.00021439
 GV5766
 GV5766                          SUPERSEDED SURVEY CONTROL
 GV5766
 GV5766  NAD 83(1986)-  37 33 24.69862(N)    077 31 54.72431(W) AD(       ) 2
 GV5766  NAD 27      -  37 33 24.17022(N)    077 31 55.77579(W) AD(       ) 2
 GV5766  NGVD 29 (07/19/86)   44.04   (m)          144.5    (f) LEVELING    3  
 GV5766
 GV5766.Superseded values are not recommended for survey control.
 GV5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5766.See file dsdata.txt to determine how the superseded data were derived.
 GV5766
 GV5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7635959663(NAD 83)
 GV5766_MARKER: Z = SEE DESCRIPTION
 GV5766_SETTING: 0 = UNSPECIFIED SETTING
 GV5766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5766
 GV5766  HISTORY     - Date     Condition        Report By
 GV5766  HISTORY     - 1972     MONUMENTED       VA2060
 GV5766  HISTORY     - 19951113 GOOD             USPSQD
 GV5766  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5766  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5766
 GV5766                          STATION DESCRIPTION
 GV5766
 GV5766'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5766'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5766'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5766'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5766'THENCE EAST ON RIVERSIDE DR. 0.45 MILE TO ROCKFALLS DR., THENCE
 GV5766'SOUTH ON ROCKFALLS DR. 0.20 MILE TO POINT NO. 175.
 GV5766'
 GV5766'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5766'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5766'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5766'ABOUT 8 INCHES BELOW THE GROUND.
 GV5766'
 GV5766'16.4 FEET E. OF C/L OF ROCKFALLS DR., 11.0 FEET W. OF 20 INCH
 GV5766'OAK TREE, 46.0 FEET S. OF VEPCO POLE NO. 4870, 36.0 FEET E. OF 20
 GV5766'INCH POPLAR TREE, 13.9 FEET N. OF FIRE HYDRANT.
 GV5766'
 GV5766'NEAREST TOWN--RICHMOND.
 GV5766
 GV5766                          STATION RECOVERY (1995)
 GV5766
 GV5766'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5766'RECOVERED IN GOOD CONDITION.
 GV5766
 GV5766                          STATION RECOVERY (1999)
 GV5766
 GV5766'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5766'MARK NOT FOUND.
 GV5766
 GV5766                          STATION RECOVERY (2004)
 GV5766
 GV5766'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1910 ***********************************************************************
 GV1910  DESIGNATION -  175.93 PNMP
 GV1910  PID         -  GV1910
 GV1910  STATE/COUNTY-  VA/DINWIDDIE
 GV1910  USGS QUAD   -  PETERSBURG (1994)
 GV1910
 GV1910                         *CURRENT SURVEY CONTROL
 GV1910  ___________________________________________________________________
 GV1910* NAD 83(1986)-  37 12 02.     (N)    077 25 57.     (W)     SCALED    
 GV1910* NAVD 88     -        53.359  (meters)     175.06   (feet)  ADJUSTED  
 GV1910  ___________________________________________________________________
 GV1910  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV1910  DYNAMIC HT  -          53.320 (meters)     174.93  (feet)  COMP
 GV1910  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 GV1910
 GV1910  VERT ORDER  -  SECOND    CLASS 0
 GV1910
 GV1910.The horizontal coordinates were scaled from a topographic map and have
 GV1910.an estimated accuracy of +/- 6 seconds.
 GV1910
 GV1910.The orthometric height was determined by differential leveling
 GV1910.and adjusted by the National Geodetic Survey in June 1991..
 GV1910
 GV1910.The geoid height was determined by GEOID03.
 GV1910
 GV1910.The dynamic height is computed by dividing the NAVD 88
 GV1910.geopotential number by the normal gravity value computed on the
 GV1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1910.degrees latitude (g = 980.6199 gals.).
 GV1910
 GV1910.The modeled gravity was interpolated from observed gravity values.
 GV1910
 GV1910;                    North         East    Units  Estimated Accuracy
 GV1910;SPC VA S     - 1,096,780.    3,594,760.      MT  (+/- 180 meters Scaled)
 GV1910
 GV1910                          SUPERSEDED SURVEY CONTROL
 GV1910
 GV1910  NGVD 29 (??/??/??)   53.709  (m)          176.21   (f) ADJUSTED    2 0
 GV1910
 GV1910.Superseded values are not recommended for survey control.
 GV1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1910.See file dsdata.txt to determine how the superseded data were derived.
 GV1910
 GV1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG841198(NAD 83)
 GV1910_MARKER: DD = SURVEY DISK
 GV1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1910_STAMPING: 175.93
 GV1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1910+STABILITY: SURFACE MOTION
 GV1910
 GV1910  HISTORY     - Date     Condition        Report By
 GV1910  HISTORY     - UNK      MONUMENTED       DOD
 GV1910  HISTORY     - 1960     GOOD             CGS
 GV1910  HISTORY     - 1971     GOOD             NGS
 GV1910  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1910  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1910
 GV1910                          STATION DESCRIPTION
 GV1910
 GV1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1910'1.8 MI SW FROM PETERSBURG.
 GV1910'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS
 GV1910'OF RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1910'THENCE ABOUT 1.5 MILES WESTERLY ALONG CONCRETE PARK ROAD, 0.7
 GV1910'MILE WEST ALONG CONCRETE PARK ROAD (BATTLEFIELD PARK ROAD)
 GV1910'FROM OVERPASS OF HALIFAX ROAD AND THE ATLANTIC COAST LINE
 GV1910'RAILROAD OVER BATTLEFIELD PARK ROAD, 0.3 MILE WEST OF CROSSING
 GV1910'OF SQUIRREL LEVEL ROAD (ROAD NO. 613), 0.2 MILE EAST OF THE
 GV1910'JUNCTION OF BOYDTON PLANK ROAD (STATE HIGHWAY 142), 77 YARDS
 GV1910'EAST OF THE JUNCTION OF A DRIVE LEADING NORTH TO A HOUSE, 20 1/2
 GV1910'FEET NORTH-NORTHEAST OF THE CENTER LINE OF CONCRETE ROAD, 22 FEET
 GV1910'SOUTH-SOUTHWEST OF THE CENTER LINE OF GRAVEL ROAD PARALLEL WITH
 GV1910'PARK ROAD, 51 1/2 FEET SOUTHWEST OF THE CENTER OF A WELL,
 GV1910'80 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY
 GV1910'RED BRICK HOUSE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF CONCRETE
 GV1910'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 GV1910
 GV1910                          STATION RECOVERY (1971)
 GV1910
 GV1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1910'RECOVERED IN GOOD CONDITION.
 GV1910
 GV1910                          STATION RECOVERY (2001)
 GV1910
 GV1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1910
 GV1910                          STATION RECOVERY (2004)
 GV1910
 GV1910'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5764 ***********************************************************************
 GV5764  DESIGNATION -  176 C OF R 1972
 GV5764  PID         -  GV5764
 GV5764  STATE/COUNTY-  VA/C OF RICHMOND
 GV5764  USGS QUAD   -  BON AIR (1994)
 GV5764
 GV5764                         *CURRENT SURVEY CONTROL
 GV5764  ___________________________________________________________________
 GV5764* NAD 83(1993)-  37 33 19.02286(N)    077 31 52.44382(W)     ADJUSTED  
 GV5764* NAVD 88     -        48.58   (+/-2cm)     159.4    (feet)  VERTCON   
 GV5764  ___________________________________________________________________
 GV5764  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 GV5764  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5764
 GV5764  HORZ ORDER  -  SECOND
 GV5764  VERT ORDER  -  THIRD ? (See Below)
 GV5764
 GV5764.The horizontal coordinates were established by classical geodetic methods
 GV5764.and adjusted by the National Geodetic Survey in November 1994..
 GV5764
 GV5764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5764.The vertical order pertains to the NGVD 29 superseded value.
 GV5764
 GV5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5764
 GV5764.The geoid height was determined by GEOID03.
 GV5764
 GV5764;                    North         East     Units Scale Factor Converg.
 GV5764;SPC VA S     - 1,136,045.963 3,585,594.615   MT  0.99995075   +0 35 16.7
 GV5764;SPC VA S     - 3,727,177.46 11,763,738.33   sFT  0.99995075   +0 35 16.7
 GV5764;UTM  18      - 4,159,486.254   276,410.195   MT  1.00021582   -1 32 36.6
 GV5764
 GV5764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5764!SPC VA S     -   0.99999753  x   0.99995075  =   0.99994828
 GV5764!UTM  18      -   0.99999753  x   1.00021582  =   1.00021335
 GV5764
 GV5764                          SUPERSEDED SURVEY CONTROL
 GV5764
 GV5764  NAD 83(1986)-  37 33 19.02919(N)    077 31 52.46093(W) AD(       ) 2
 GV5764  NAD 27      -  37 33 18.50071(N)    077 31 53.51242(W) AD(       ) 2
 GV5764  NGVD 29 (07/19/86)   48.89   (m)          160.4    (f) LEVELING    3  
 GV5764
 GV5764.Superseded values are not recommended for survey control.
 GV5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5764.See file dsdata.txt to determine how the superseded data were derived.
 GV5764
 GV5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7641059486(NAD 83)
 GV5764_MARKER: Z = SEE DESCRIPTION
 GV5764_SETTING: 0 = UNSPECIFIED SETTING
 GV5764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5764
 GV5764  HISTORY     - Date     Condition        Report By
 GV5764  HISTORY     - 1972     MONUMENTED       VA2060
 GV5764  HISTORY     - 19951113 GOOD             USPSQD
 GV5764  HISTORY     - 19991101 GOOD             USPSQD
 GV5764  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5764
 GV5764                          STATION DESCRIPTION
 GV5764
 GV5764'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5764'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5764'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5764'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5764'THENCE EAST ON RIVERSIDE DR. 0.45 MILE TO ROCKFALLS DR., THENCE
 GV5764'SOUTH ON ROCKFALLS DR. 0.30 MILE TO MENOKIN RD. AND POINT NO.
 GV5764'176.
 GV5764'
 GV5764'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5764'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5764'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5764'6 INCHES BELOW THE GROUND.  CITY B. M. NO. 602.
 GV5764'
 GV5764'16.3 FEET S.E. VEPCO POLE NO. 8015, 23.6 FEET S.W. OF C/L OF
 GV5764'ROCKFALLS DR., 14.5 FEET N. OF C/L OF MENOKIN RD., 34.6 FEET N.N.W.
 GV5764'OF STONE OBELISK S. OF MENOKIN RD., 5.0 FEET S. OF STONE OBELISK
 GV5764'N. OF MENOKIN RD., 3.4 FEET E. OF FIRE HYDRANT.
 GV5764'
 GV5764'NEAREST TOWN--RICHMOND.
 GV5764
 GV5764                          STATION RECOVERY (1995)
 GV5764
 GV5764'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5764'RECOVERED IN GOOD CONDITION.
 GV5764
 GV5764                          STATION RECOVERY (1999)
 GV5764
 GV5764'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5764'RECOVERED IN GOOD CONDITION.
 GV5764
 GV5764                          STATION RECOVERY (2004)
 GV5764
 GV5764'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0277 ***********************************************************************
 GA0277  DESIGNATION -  1765.8
 GA0277  PID         -  GA0277
 GA0277  STATE/COUNTY-  VA/WASHINGTON
 GA0277  USGS QUAD   -  BRISTOL (1991)
 GA0277
 GA0277                         *CURRENT SURVEY CONTROL
 GA0277  ___________________________________________________________________
 GA0277* NAD 83(1986)-  36 36 16.     (N)    082 13 27.     (W)     SCALED    
 GA0277* NAVD 88     -       538.01   (+/-2cm)    1765.1    (feet)  VERTCON   
 GA0277  ___________________________________________________________________
 GA0277  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GA0277
 GA0277  VERT ORDER  -  ? (See Below)
 GA0277
 GA0277.The horizontal coordinates were scaled from a topographic map and have
 GA0277.an estimated accuracy of +/- 6 seconds.
 GA0277
 GA0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0277.The vertical order pertains to the NGVD 29 superseded value.
 GA0277
 GA0277.The geoid height was determined by GEOID03.
 GA0277
 GA0277;                    North         East    Units  Estimated Accuracy
 GA0277;SPC VA S     - 1,036,660.    3,166,870.      MT  (+/- 180 meters Scaled)
 GA0277
 GA0277                          SUPERSEDED SURVEY CONTROL
 GA0277
 GA0277  NGVD 29 (??/??/92)  538.152  (m)         1765.59   (f) ADJ UNCH    ?  
 GA0277
 GA0277.Superseded values are not recommended for survey control.
 GA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0277.See file dsdata.txt to determine how the superseded data were derived.
 GA0277
 GA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA905516(NAD 83)
 GA0277_MARKER: Q = CHISELED SQUARE
 GA0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0277_SP_SET: BRIDGE
 GA0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0277
 GA0277  HISTORY     - Date     Condition        Report By
 GA0277  HISTORY     - UNK      MONUMENTED       USGS
 GA0277  HISTORY     - 1937     GOOD             TVA
 GA0277
 GA0277                          STATION DESCRIPTION
 GA0277
 GA0277'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 GA0277'2.6 MI W FROM BRISTOL.
 GA0277'2.6 MILES WEST ALONG THE LEXINGTON HIGHWAY (U.S. HIGHWAY 58)
 GA0277'FROM BRISTOL, WASHINGTON COUNTY, 4.3 MILES SOUTHEAST OF VALLEY
 GA0277'HIGH SCHOOL, AT A CONCRETE BRIDGE OVER A SMALL STREAM, AND ON
 GA0277'THE TOP OF THE WEST WINGWALL.  A CHISELED SQUARE PAINTED USBM
 GA0277'1765.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1964 ***********************************************************************
 GV1964  DESIGNATION -  176.97 PNMP
 GV1964  PID         -  GV1964
 GV1964  STATE/COUNTY-  VA/DINWIDDIE
 GV1964  USGS QUAD   -  PETERSBURG (1994)
 GV1964
 GV1964                         *CURRENT SURVEY CONTROL
 GV1964  ___________________________________________________________________
 GV1964* NAD 83(1986)-  37 12 00.     (N)    077 26 06.     (W)     SCALED    
 GV1964* NAVD 88     -        53.597  (meters)     175.84   (feet)  ADJUSTED  
 GV1964  ___________________________________________________________________
 GV1964  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GV1964  DYNAMIC HT  -          53.557 (meters)     175.71  (feet)  COMP
 GV1964  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 GV1964
 GV1964  VERT ORDER  -  SECOND    CLASS 0
 GV1964
 GV1964.The horizontal coordinates were scaled from a topographic map and have
 GV1964.an estimated accuracy of +/- 6 seconds.
 GV1964
 GV1964.The orthometric height was determined by differential leveling
 GV1964.and adjusted by the National Geodetic Survey in June 1991..
 GV1964
 GV1964.The geoid height was determined by GEOID03.
 GV1964
 GV1964.The dynamic height is computed by dividing the NAVD 88
 GV1964.geopotential number by the normal gravity value computed on the
 GV1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1964.degrees latitude (g = 980.6199 gals.).
 GV1964
 GV1964.The modeled gravity was interpolated from observed gravity values.
 GV1964
 GV1964;                    North         East    Units  Estimated Accuracy
 GV1964;SPC VA S     - 1,096,710.    3,594,540.      MT  (+/- 180 meters Scaled)
 GV1964
 GV1964                          SUPERSEDED SURVEY CONTROL
 GV1964
 GV1964  NGVD 29 (??/??/??)   53.947  (m)          176.99   (f) ADJUSTED    2 0
 GV1964
 GV1964.Superseded values are not recommended for survey control.
 GV1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1964.See file dsdata.txt to determine how the superseded data were derived.
 GV1964
 GV1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG838198(NAD 83)
 GV1964_MARKER: DD = SURVEY DISK
 GV1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1964_STAMPING: 176.97
 GV1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1964+STABILITY: SURFACE MOTION
 GV1964
 GV1964  HISTORY     - Date     Condition        Report By
 GV1964  HISTORY     - UNK      MONUMENTED       DOD
 GV1964  HISTORY     - 1960     GOOD             CGS
 GV1964  HISTORY     - 1971     GOOD             NGS
 GV1964  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1964  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1964
 GV1964                          STATION DESCRIPTION
 GV1964
 GV1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1964'2 MI SW FROM PETERSBURG.
 GV1964'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS OF
 GV1964'RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1964'THENCE ABOUT 1.7 MILES WESTERLY ALONG CONCRETE PARK ROAD, AT THE
 GV1964'Y JUNCTION OF STATE HIGHWAY 142 (BOYDTON PLANK ROAD) AND
 GV1964'BATTLEFIELD PARK ROAD, 17 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 GV1964'44 FEET NORTH OF THE CENTER LINE OF BATTLEFIELD PARK ROAD, 25 1/2
 GV1964'FEET NORTHWEST OF CENTER OF A CATCH BASIN IN Y OF JUNCTION, ABOUT
 GV1964'LEVEL WITH ROADS, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GV1964'1 INCH.
 GV1964
 GV1964                          STATION RECOVERY (1971)
 GV1964
 GV1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1964'RECOVERED IN GOOD CONDITION.
 GV1964
 GV1964                          STATION RECOVERY (2001)
 GV1964
 GV1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1964'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1964
 GV1964                          STATION RECOVERY (2004)
 GV1964
 GV1964'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5102 ***********************************************************************
 GV5102  DESIGNATION -  177
 GV5102  PID         -  GV5102
 GV5102  STATE/COUNTY-  VA/KING WILLIAM
 GV5102  USGS QUAD   -  KING WILLIAM (1984)
 GV5102
 GV5102                         *CURRENT SURVEY CONTROL
 GV5102  ___________________________________________________________________
 GV5102* NAD 83(1993)-  37 43 29.14919(N)    077 05 22.48125(W)     ADJUSTED  
 GV5102* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 GV5102  ___________________________________________________________________
 GV5102  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 GV5102  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 GV5102
 GV5102  HORZ ORDER  -  SECOND
 GV5102
 GV5102.The horizontal coordinates were established by classical geodetic methods
 GV5102.and adjusted by the National Geodetic Survey in November 1994..
 GV5102
 GV5102.The orthometric height was scaled from a topographic map.
 GV5102
 GV5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5102
 GV5102.The geoid height was determined by GEOID03.
 GV5102
 GV5102;                    North         East     Units Scale Factor Converg.
 GV5102;SPC VA S     - 1,155,345.256 3,624,333.387   MT  0.99996479   +0 51 21.7
 GV5102;SPC VA S     - 3,790,495.23 11,890,833.79   sFT  0.99996479   +0 51 21.7
 GV5102;UTM  18      - 4,177,332.888   315,846.717   MT  1.00001772   -1 16 44.1
 GV5102
 GV5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5102!SPC VA S     -   0.99999683  x   0.99996479  =   0.99996162
 GV5102!UTM  18      -   0.99999683  x   1.00001772  =   1.00001455
 GV5102
 GV5102                          SUPERSEDED SURVEY CONTROL
 GV5102
 GV5102  NAD 83(1986)-  37 43 29.15202(N)    077 05 22.49836(W) AD(       ) 2
 GV5102  NAD 27      -  37 43 28.64300(N)    077 05 23.60000(W) AD(       ) 2
 GV5102
 GV5102.Superseded values are not recommended for survey control.
 GV5102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5102.See file dsdata.txt to determine how the superseded data were derived.
 GV5102
 GV5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1584777333(NAD 83)
 GV5102_MARKER: P = PIPE CAP
 GV5102_SETTING: 0 = UNSPECIFIED SETTING
 GV5102
 GV5102  HISTORY     - Date     Condition        Report By
 GV5102  HISTORY     - 1941     MONUMENTED       USGS
 GV5102  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5102  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5102
 GV5102                          STATION DESCRIPTION
 GV5102
 GV5102'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 GV5102'STATION IS ABOUT 5.0 MILES NW OF KING WILLIAM, ON PROPERTY
 GV5102'OWNED AND OCCUPIED BY W.V. NEWMAN.  IT IS 29 FEET W OF THE
 GV5102'NEWMAN GARAGE, AND 14 FEET SE OF A POWER POLE.  IT IS A
 GV5102'STANDARD U.S. GEOLOGICAL SURVEY STONE PIPE BENCH WITH A BRASS
 GV5102'CAP STAMPED 177 FT. 1917, AND PROJECTS 1 FOOT.
 GV5102'
 GV5102'LOCATED BY TRAVERSE FROM STATION RUMFORD.
 GV5102
 GV5102                          STATION RECOVERY (1999)
 GV5102
 GV5102'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5102'MARK NOT FOUND.
 GV5102
 GV5102                          STATION RECOVERY (2003)
 GV5102
 GV5102'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5770 ***********************************************************************
 GV5770  DESIGNATION -  177 C OF R 1972
 GV5770  PID         -  GV5770
 GV5770  STATE/COUNTY-  VA/C OF RICHMOND
 GV5770  USGS QUAD   -  BON AIR (1994)
 GV5770
 GV5770                         *CURRENT SURVEY CONTROL
 GV5770  ___________________________________________________________________
 GV5770* NAD 83(1993)-  37 33 17.54545(N)    077 31 59.45974(W)     ADJUSTED  
 GV5770* NAVD 88     -        58.06   (+/-2cm)     190.5    (feet)  VERTCON   
 GV5770  ___________________________________________________________________
 GV5770  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV5770  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5770
 GV5770  HORZ ORDER  -  SECOND
 GV5770  VERT ORDER  -  THIRD ? (See Below)
 GV5770
 GV5770.The horizontal coordinates were established by classical geodetic methods
 GV5770.and adjusted by the National Geodetic Survey in November 1994..
 GV5770
 GV5770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5770.The vertical order pertains to the NGVD 29 superseded value.
 GV5770
 GV5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5770
 GV5770.The geoid height was determined by GEOID03.
 GV5770
 GV5770;                    North         East     Units Scale Factor Converg.
 GV5770;SPC VA S     - 1,135,998.654 3,585,422.897   MT  0.99995073   +0 35 12.4
 GV5770;SPC VA S     - 3,727,022.25 11,763,174.95   sFT  0.99995073   +0 35 12.4
 GV5770;UTM  18      - 4,159,445.353   276,236.790   MT  1.00021678   -1 32 40.8
 GV5770
 GV5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5770!SPC VA S     -   0.99999604  x   0.99995073  =   0.99994677
 GV5770!UTM  18      -   0.99999604  x   1.00021678  =   1.00021282
 GV5770
 GV5770                          SUPERSEDED SURVEY CONTROL
 GV5770
 GV5770  NAD 83(1986)-  37 33 17.55173(N)    077 31 59.47685(W) AD(       ) 2
 GV5770  NAD 27      -  37 33 17.02318(N)    077 32 00.52809(W) AD(       ) 2
 GV5770  NGVD 29 (07/19/86)   58.37   (m)          191.5    (f) LEVELING    3  
 GV5770
 GV5770.Superseded values are not recommended for survey control.
 GV5770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5770.See file dsdata.txt to determine how the superseded data were derived.
 GV5770
 GV5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7623759445(NAD 83)
 GV5770_MARKER: Z = SEE DESCRIPTION
 GV5770_SETTING: 0 = UNSPECIFIED SETTING
 GV5770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5770
 GV5770  HISTORY     - Date     Condition        Report By
 GV5770  HISTORY     - 1972     MONUMENTED       VA2060
 GV5770  HISTORY     - 19951113 GOOD             USPSQD
 GV5770  HISTORY     - 19991101 GOOD             USPSQD
 GV5770  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5770
 GV5770                          STATION DESCRIPTION
 GV5770
 GV5770'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5770'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5770'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5770'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5770'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5770'RD. 1.15 MILES TO INTERSECTION WITH SHIRLEY RD., THENCE NORTHEAST ON
 GV5770'SHIRLEY RD. 0.30 MILE TO INTERSECTION WITH MENOKIN RD.  POINT NO.
 GV5770'177 IS LOCATED WEST OF SHIRLEY RD.
 GV5770'
 GV5770'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5770'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5770'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5770'8 INCHES BELOW THE GROUND.
 GV5770'
 GV5770'13.4 FEET N. OF C/L OF MENOKIN R., 72.3 FEET W. OF C/L OF SHIRLEY
 GV5770'RD., 65.7 FEET E. OF VEPCO POLE NO. 43713, 33.8 FEET S. OF 20 INCH
 GV5770'PINE TREE.
 GV5770'
 GV5770'NEAREST TOWN--RICHMOND.
 GV5770
 GV5770                          STATION RECOVERY (1995)
 GV5770
 GV5770'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5770'RECOVERED IN GOOD CONDITION.
 GV5770
 GV5770                          STATION RECOVERY (1999)
 GV5770
 GV5770'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5770'RECOVERED IN GOOD CONDITION.
 GV5770
 GV5770                          STATION RECOVERY (2004)
 GV5770
 GV5770'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5769 ***********************************************************************
 GV5769  DESIGNATION -  178 C OF R 1972
 GV5769  PID         -  GV5769
 GV5769  STATE/COUNTY-  VA/C OF RICHMOND
 GV5769  USGS QUAD   -  BON AIR (1994)
 GV5769
 GV5769                         *CURRENT SURVEY CONTROL
 GV5769  ___________________________________________________________________
 GV5769* NAD 83(1993)-  37 33 14.35293(N)    077 31 59.27444(W)     ADJUSTED  
 GV5769* NAVD 88     -        59.40   (+/-2cm)     194.9    (feet)  VERTCON   
 GV5769  ___________________________________________________________________
 GV5769  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV5769  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5769
 GV5769  HORZ ORDER  -  SECOND
 GV5769  VERT ORDER  -  THIRD ? (See Below)
 GV5769
 GV5769.The horizontal coordinates were established by classical geodetic methods
 GV5769.and adjusted by the National Geodetic Survey in November 1994..
 GV5769
 GV5769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5769.The vertical order pertains to the NGVD 29 superseded value.
 GV5769
 GV5769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5769
 GV5769.The geoid height was determined by GEOID03.
 GV5769
 GV5769;                    North         East     Units Scale Factor Converg.
 GV5769;SPC VA S     - 1,135,900.285 3,585,428.452   MT  0.99995068   +0 35 12.5
 GV5769;SPC VA S     - 3,726,699.52 11,763,193.18   sFT  0.99995068   +0 35 12.5
 GV5769;UTM  18      - 4,159,346.820   276,238.684   MT  1.00021677   -1 32 40.6
 GV5769
 GV5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5769!SPC VA S     -   0.99999583  x   0.99995068  =   0.99994651
 GV5769!UTM  18      -   0.99999583  x   1.00021677  =   1.00021260
 GV5769
 GV5769                          SUPERSEDED SURVEY CONTROL
 GV5769
 GV5769  NAD 83(1986)-  37 33 14.35920(N)    077 31 59.29152(W) AD(       ) 2
 GV5769  NAD 27      -  37 33 13.83060(N)    077 32 00.34273(W) AD(       ) 2
 GV5769  NGVD 29 (07/19/86)   59.71   (m)          195.9    (f) LEVELING    3  
 GV5769
 GV5769.Superseded values are not recommended for survey control.
 GV5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5769.See file dsdata.txt to determine how the superseded data were derived.
 GV5769
 GV5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7623959347(NAD 83)
 GV5769_MARKER: Z = SEE DESCRIPTION
 GV5769_SETTING: 0 = UNSPECIFIED SETTING
 GV5769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5769
 GV5769  HISTORY     - Date     Condition        Report By
 GV5769  HISTORY     - 1972     MONUMENTED       VA2060
 GV5769  HISTORY     - 19951113 GOOD             USPSQD
 GV5769  HISTORY     - 19991101 GOOD             USPSQD
 GV5769  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5769
 GV5769                          STATION DESCRIPTION
 GV5769
 GV5769'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5769'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5769'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5769'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5769'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5769'RD., 1.15 MILES TO INTERSECTION WITH SHIRLEY RD., THENCE NORTHEAST ON
 GV5769'SHIRLEY RD., 0.25 MILE TO POINT NO. 178.
 GV5769'
 GV5769'STANDARD HORIZONTAL CONTROL CITY OF RICHMON MONUMENT, PRE-CAST
 GV5769'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5769'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5769'8 INCHES BELOW THE GROUND.
 GV5769'
 GV5769'16.8 FEET S.E. OF C/L OF SHIRLEY RD., 81.3 FEET S.W. OF VEPCO POLE
 GV5769'NO. 28546, 35.4 FEET W. OF 6 INCH HICKORY TREE, 49.8 FEET N.E. OF 18
 GV5769'INCH PINE TREE.
 GV5769'
 GV5769'NEAREST TOWN--RICHMOND.
 GV5769
 GV5769                          STATION RECOVERY (1995)
 GV5769
 GV5769'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5769'RECOVERED IN GOOD CONDITION.
 GV5769
 GV5769                          STATION RECOVERY (1999)
 GV5769
 GV5769'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5769'RECOVERED IN GOOD CONDITION.
 GV5769
 GV5769                          STATION RECOVERY (2004)
 GV5769
 GV5769'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0529 ***********************************************************************
 GX0529  DESIGNATION -  1783.6
 GX0529  PID         -  GX0529
 GX0529  STATE/COUNTY-  VA/MONTGOMERY
 GX0529  USGS QUAD   -  BLACKSBURG (1983)
 GX0529
 GX0529                         *CURRENT SURVEY CONTROL
 GX0529  ___________________________________________________________________
 GX0529* NAD 83(1986)-  37 09 31.     (N)    080 29 53.     (W)     SCALED    
 GX0529* NAVD 88     -       543.958  (meters)    1784.64   (feet)  ADJUSTED  
 GX0529  ___________________________________________________________________
 GX0529  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX0529  DYNAMIC HT  -         543.469 (meters)    1783.03  (feet)  COMP
 GX0529  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 GX0529
 GX0529  VERT ORDER  -  FIRST     CLASS II
 GX0529
 GX0529.The horizontal coordinates were scaled from a topographic map and have
 GX0529.an estimated accuracy of +/- 6 seconds.
 GX0529
 GX0529.The orthometric height was determined by differential leveling
 GX0529.and adjusted by the National Geodetic Survey in June 1991..
 GX0529
 GX0529.The geoid height was determined by GEOID03.
 GX0529
 GX0529.The dynamic height is computed by dividing the NAVD 88
 GX0529.geopotential number by the normal gravity value computed on the
 GX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0529.degrees latitude (g = 980.6199 gals.).
 GX0529
 GX0529.The modeled gravity was interpolated from observed gravity values.
 GX0529
 GX0529;                    North         East    Units  Estimated Accuracy
 GX0529;SPC VA S     - 1,093,460.    3,322,540.      MT  (+/- 180 meters Scaled)
 GX0529
 GX0529                          SUPERSEDED SURVEY CONTROL
 GX0529
 GX0529  NGVD 29 (??/??/92)  544.072  (m)         1785.01   (f) ADJ UNCH    1 2
 GX0529
 GX0529.Superseded values are not recommended for survey control.
 GX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0529.See file dsdata.txt to determine how the superseded data were derived.
 GX0529
 GX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB445125(NAD 83)
 GX0529_MARKER: Q = CHISELED SQUARE
 GX0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0529_SP_SET: BRIDGE
 GX0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0529
 GX0529  HISTORY     - Date     Condition        Report By
 GX0529  HISTORY     - UNK      MONUMENTED       USGS
 GX0529  HISTORY     - 1931     GOOD             NGS
 GX0529
 GX0529                          STATION DESCRIPTION
 GX0529
 GX0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 GX0529'1 MI E FROM WALTON.
 GX0529'1.0 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM WALTON,
 GX0529'0.2 MILE SOUTHWEST OF MILEPOST 296, AT BRIDGE 189, ON THE SOUTHWEST
 GX0529'BACKWALL, 8 FEET NORTHWEST OF THE NORTHWEST RAIL.  A CHISELED
 GX0529'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0159 ***********************************************************************
 GA0159  DESIGNATION -  1785
 GA0159  PID         -  GA0159
 GA0159  STATE/COUNTY-  VA/RUSSELL
 GA0159  USGS QUAD   -  ST PAUL (1991)
 GA0159
 GA0159                         *CURRENT SURVEY CONTROL
 GA0159  ___________________________________________________________________
 GA0159* NAD 83(1986)-  36 58 42.     (N)    082 17 53.     (W)     SCALED    
 GA0159* NAVD 88     -       537.639  (meters)    1763.90   (feet)  ADJUSTED  
 GA0159  ___________________________________________________________________
 GA0159  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA0159  DYNAMIC HT  -         537.163 (meters)    1762.34  (feet)  COMP
 GA0159  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GA0159
 GA0159  VERT ORDER  -  SECOND    CLASS 0
 GA0159
 GA0159.The horizontal coordinates were scaled from a topographic map and have
 GA0159.an estimated accuracy of +/- 6 seconds.
 GA0159
 GA0159.The orthometric height was determined by differential leveling
 GA0159.and adjusted by the National Geodetic Survey in June 1991..
 GA0159
 GA0159.The geoid height was determined by GEOID03.
 GA0159
 GA0159.The dynamic height is computed by dividing the NAVD 88
 GA0159.geopotential number by the normal gravity value computed on the
 GA0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0159.degrees latitude (g = 980.6199 gals.).
 GA0159
 GA0159.The modeled gravity was interpolated from observed gravity values.
 GA0159
 GA0159;                    North         East    Units  Estimated Accuracy
 GA0159;SPC VA S     - 1,078,380.    3,161,940.      MT  (+/- 180 meters Scaled)
 GA0159
 GA0159                          SUPERSEDED SURVEY CONTROL
 GA0159
 GA0159  NGVD 29 (??/??/92)  537.784  (m)         1764.38   (f) ADJ UNCH    2 0
 GA0159
 GA0159.Superseded values are not recommended for survey control.
 GA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0159.See file dsdata.txt to determine how the superseded data were derived.
 GA0159
 GA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA844932(NAD 83)
 GA0159_MARKER: DD = SURVEY DISK
 GA0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0159_SP_SET: BRIDGE
 GA0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0159
 GA0159  HISTORY     - Date     Condition        Report By
 GA0159  HISTORY     - UNK      MONUMENTED       USGS
 GA0159  HISTORY     - 1958     GOOD             NGS
 GA0159
 GA0159                          STATION DESCRIPTION
 GA0159
 GA0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0159'AT DANTE.
 GA0159'AT DANTE, 0.1 MILE NORTHWEST ALONG THE CLINCHFIELD RAILROAD
 GA0159'FROM THE STATION, AT MILEPOST 35, 45 FEET SOUTHEAST OF AND ACROSS
 GA0159'A SPUR TRACK FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, IN TOP
 GA0159'OF THE SOUTH END OF THE SOUTHWEST ABUTMENT TO A 50-FOOT BRIDGE
 GA0159'UNDER A SPUR TRACK OVER A SMALL STREAM, 8 FEET SOUTHEAST OF THE
 GA0159'SOUTHEAST RAIL OF SPUR TRACK, AND ABOUT 6 FEET BELOW THE LEVEL
 GA0159'OF THE MAIN TRACK.  NOTE-- THE MARK HAS BEEN BATTERED ON BUT IS
 GA0159'SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5774 ***********************************************************************
 GV5774  DESIGNATION -  179 C OF R 1972
 GV5774  PID         -  GV5774
 GV5774  STATE/COUNTY-  VA/C OF RICHMOND
 GV5774  USGS QUAD   -  BON AIR (1994)
 GV5774
 GV5774                         *CURRENT SURVEY CONTROL
 GV5774  ___________________________________________________________________
 GV5774* NAD 83(1993)-  37 33 11.26662(N)    077 32 03.92592(W)     ADJUSTED  
 GV5774* NAVD 88     -        59.86   (+/-2cm)     196.4    (feet)  VERTCON   
 GV5774  ___________________________________________________________________
 GV5774  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GV5774  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5774
 GV5774  HORZ ORDER  -  SECOND
 GV5774  VERT ORDER  -  THIRD ? (See Below)
 GV5774
 GV5774.The horizontal coordinates were established by classical geodetic methods
 GV5774.and adjusted by the National Geodetic Survey in November 1994..
 GV5774
 GV5774.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5774.The vertical order pertains to the NGVD 29 superseded value.
 GV5774
 GV5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5774
 GV5774.The geoid height was determined by GEOID03.
 GV5774
 GV5774;                    North         East     Units Scale Factor Converg.
 GV5774;SPC VA S     - 1,135,803.975 3,585,315.267   MT  0.99995063   +0 35 09.7
 GV5774;SPC VA S     - 3,726,383.54 11,762,821.84   sFT  0.99995063   +0 35 09.7
 GV5774;UTM  18      - 4,159,254.761   276,121.963   MT  1.00021741   -1 32 43.3
 GV5774
 GV5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5774!SPC VA S     -   0.99999576  x   0.99995063  =   0.99994639
 GV5774!UTM  18      -   0.99999576  x   1.00021741  =   1.00021317
 GV5774
 GV5774                          SUPERSEDED SURVEY CONTROL
 GV5774
 GV5774  NAD 83(1986)-  37 33 11.27285(N)    077 32 03.94299(W) AD(       ) 2
 GV5774  NAD 27      -  37 33 10.74417(N)    077 32 04.99401(W) AD(       ) 2
 GV5774  NGVD 29 (07/19/86)   60.17   (m)          197.4    (f) LEVELING    3  
 GV5774
 GV5774.Superseded values are not recommended for survey control.
 GV5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5774.See file dsdata.txt to determine how the superseded data were derived.
 GV5774
 GV5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7612259255(NAD 83)
 GV5774_MARKER: Z = SEE DESCRIPTION
 GV5774_SETTING: 0 = UNSPECIFIED SETTING
 GV5774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5774+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV5774
 GV5774  HISTORY     - Date     Condition        Report By
 GV5774  HISTORY     - 1972     MONUMENTED       VA2060
 GV5774  HISTORY     - 19951113 GOOD             USPSQD
 GV5774  HISTORY     - 19991101 GOOD             USPSQD
 GV5774  HISTORY     - 20040221 GOOD             USPSQD
 GV5774
 GV5774                          STATION DESCRIPTION
 GV5774
 GV5774'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5774'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5774'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5774'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5774'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5774'RD. 1.15 MILES TO INTERSECTION WITH SHIRLEY RD., THENCE NORTHEAST ON
 GV5774'SHIRLEY RD. 0.15 MILE TO POINT NO. 179.
 GV5774'
 GV5774'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5774'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5774'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5774'8 INCHES BELOW THE GROUND.
 GV5774'
 GV5774'19.0 FEET S.E. OF C/L OF SHIRLEY RD., 35.4 FEET S. OF FIRE HYDRANT,
 GV5774'11.2 FEET E. OF VEPCO POLE NO. EI02, 22.4 FEET N. OF 20 INCH OAK
 GV5774'TREE, 32.7 FEET W. OF END OF WOODEN SPLIT-RAIL FENCE.
 GV5774'
 GV5774'NEAREST TOWN--RICHMOND.
 GV5774
 GV5774                          STATION RECOVERY (1995)
 GV5774
 GV5774'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5774'RECOVERED IN GOOD CONDITION.
 GV5774
 GV5774                          STATION RECOVERY (1999)
 GV5774
 GV5774'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5774'RECOVERED IN GOOD CONDITION.
 GV5774
 GV5774                          STATION RECOVERY (2004)
 GV5774
 GV5774'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5630 ***********************************************************************
 GV5630  DESIGNATION -  18
 GV5630  PID         -  GV5630
 GV5630  STATE/COUNTY-  VA/CHESTERFIELD
 GV5630  USGS QUAD   -  CHESTERFIELD (1994)
 GV5630
 GV5630                         *CURRENT SURVEY CONTROL
 GV5630  ___________________________________________________________________
 GV5630* NAD 83(1993)-  37 27 56.21647(N)    077 30 14.73981(W)     ADJUSTED  
 GV5630* NAVD 88     -        48.52   (+/-2cm)     159.2    (feet)  VERTCON   
 GV5630  ___________________________________________________________________
 GV5630  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GV5630  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5630
 GV5630  HORZ ORDER  -  SECOND
 GV5630  VERT ORDER  -  THIRD ? (See Below)
 GV5630
 GV5630.The horizontal coordinates were established by classical geodetic methods
 GV5630.and adjusted by the National Geodetic Survey in September 1995..
 GV5630
 GV5630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5630.The vertical order pertains to the NGVD 29 superseded value.
 GV5630
 GV5630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5630
 GV5630.The geoid height was determined by GEOID03.
 GV5630
 GV5630;                    North         East     Units Scale Factor Converg.
 GV5630;SPC VA S     - 1,126,119.928 3,588,097.445   MT  0.99994686   +0 36 16.0
 GV5630;SPC VA S     - 3,694,611.80 11,771,949.70   sFT  0.99994686   +0 36 16.0
 GV5630;UTM  18      - 4,149,471.443   278,542.957   MT  1.00020414   -1 31 25.8
 GV5630
 GV5630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5630!SPC VA S     -   0.99999757  x   0.99994686  =   0.99994443
 GV5630!UTM  18      -   0.99999757  x   1.00020414  =   1.00020171
 GV5630
 GV5630:                Primary Azimuth Mark                     Grid Az
 GV5630:SPC VA S     -  17                                       123 22 38.6
 GV5630:UTM  18      -  17                                       125 30 20.4
 GV5630
 GV5630|---------------------------------------------------------------------|
 GV5630| PID    Reference Object                     Distance      Geod. Az  |
 GV5630|                                                           dddmmss.s |
 GV5630| GV5619 17                                  APPROX. 0.6 KM 1235854.6 |
 GV5630| GV5634 19 C OF R 1972                      383.011 METERS 30705     |
 GV5630| DC5486 18 RM                                21.238 METERS 32058     |
 GV5630|---------------------------------------------------------------------|
 GV5630
 GV5630                          SUPERSEDED SURVEY CONTROL
 GV5630
 GV5630  NAD 83(1993)-  37 27 56.21643(N)    077 30 14.73968(W) AD(       ) 2
 GV5630  NAD 83(1986)-  37 27 56.22261(N)    077 30 14.75686(W) AD(       ) 2
 GV5630  NAD 27      -  37 27 55.68973(N)    077 30 15.80575(W) AD(       ) 2
 GV5630  NGVD 29 (07/19/86)   48.83   (m)          160.2    (f) LEVELING    3  
 GV5630
 GV5630.Superseded values are not recommended for survey control.
 GV5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5630.See file dsdata.txt to determine how the superseded data were derived.
 GV5630
 GV5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7854349471(NAD 83)
 GV5630_MARKER: Z = SEE DESCRIPTION
 GV5630_SETTING: 0 = UNSPECIFIED SETTING
 GV5630
 GV5630  HISTORY     - Date     Condition        Report By
 GV5630  HISTORY     - 1972     MONUMENTED       VA2060
 GV5630  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5630
 GV5630                          STATION DESCRIPTION
 GV5630
 GV5630'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5630'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5630'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5630'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5630'CHIPPENHAM PKWY. 1.40 MILES TO POINT NO. 18.
 GV5630'
 GV5630'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5630'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5630'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5630'ABOUT 10 INCHES BELOW GROUND.
 GV5630'
 GV5630'17.3 FEET N. E. C/L OF CHIPPENHAM PKWY., 29.3 FEET S. W. OF WOVEN
 GV5630'WIRE FENCE, 30.6 FEET S. W. OF 12 INCH OAK TREE.
 GV5630'
 GV5630'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5630'CENTER OF PIN, SET FLUSH TO GROUND, NO MARKINGS.  10.2 FEET S. W.
 GV5630'OF VDH MONUMENT (BACK EDGE CENTER), 37.2 FEET N. E. C/L CHIPPENHAM
 GV5630'PKWY., 42.3 FEET S. E. 6 INCH BLACK WALNUT TREE.
 GV5630'
 GV5630'DISTANCE BETWEEN PT. 18 AND R. M. IS 69.69 FT., 21.238 M.
 GV5630'
 GV5630'NEAREST TOWN--RICHMOND.
 GV5630
 GV5630                          STATION RECOVERY (2005)
 GV5630
 GV5630'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5630'MARK NOT FOUND DUE TO ROAD WIDEING OF CHIPPENHAM PARKWAY RT 150.
 GV5630'ESTIMATED AREA OF MARK IS UNDER ROAD PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2105 ***********************************************************************
 GW2105  DESIGNATION -  18 RAK USGS
 GW2105  PID         -  GW2105
 GW2105  STATE/COUNTY-  VA/BEDFORD
 GW2105  USGS QUAD   -  BOONSBORO (1978)
 GW2105
 GW2105                         *CURRENT SURVEY CONTROL
 GW2105  ___________________________________________________________________
 GW2105* NAD 83(1986)-  37 27 12.     (N)    079 15 40.     (W)     SCALED    
 GW2105* NAVD 88     -       282.310  (meters)     926.21   (feet)  ADJUSTED  
 GW2105  ___________________________________________________________________
 GW2105  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW2105  DYNAMIC HT  -         282.094 (meters)     925.50  (feet)  COMP
 GW2105  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 GW2105
 GW2105  VERT ORDER  -  FIRST     CLASS II
 GW2105
 GW2105.The horizontal coordinates were scaled from a topographic map and have
 GW2105.an estimated accuracy of +/- 6 seconds.
 GW2105
 GW2105.The orthometric height was determined by differential leveling
 GW2105.and adjusted by the National Geodetic Survey in June 1991..
 GW2105
 GW2105.The geoid height was determined by GEOID03.
 GW2105
 GW2105.The dynamic height is computed by dividing the NAVD 88
 GW2105.geopotential number by the normal gravity value computed on the
 GW2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2105.degrees latitude (g = 980.6199 gals.).
 GW2105
 GW2105.The modeled gravity was interpolated from observed gravity values.
 GW2105
 GW2105;                    North         East    Units  Estimated Accuracy
 GW2105;SPC VA S     - 1,124,560.    3,432,660.      MT  (+/- 180 meters Scaled)
 GW2105
 GW2105                          SUPERSEDED SURVEY CONTROL
 GW2105
 GW2105.No superseded survey control is available for this station.
 GW2105
 GW2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB538465(NAD 83)
 GW2105_MARKER: DD = SURVEY DISK
 GW2105_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GW2105+WITH SETTING: PAVEMENT
 GW2105_SP_SET: STEPS
 GW2105_STAMPING: 18 RAK 1962 927
 GW2105_MARK LOGO: USGS  
 GW2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2105
 GW2105  HISTORY     - Date     Condition        Report By
 GW2105  HISTORY     - 1962     MONUMENTED       USGS
 GW2105  HISTORY     - 1984     GOOD             NGS
 GW2105  HISTORY     - 1991     GOOD             USPSQD
 GW2105
 GW2105                          STATION DESCRIPTION
 GW2105
 GW2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2105'IN BOONSBORO.
 GW2105'IN BOONSBORO, 0.5 KM (0.3 MI) NORTH ALONG U.S. HIGHWAY 501 FROM THE
 GW2105'UNITED METHODIST CHURCH, TO THE MARK ON THE RIGHT, AT THE BOONSBORO
 GW2105'ELEMENTARY SCHOOL, IN TOP OF THE SOUTH END OF THE BOTTOM CONCRETE STEP
 GW2105'OF THE NORTHERLY ENTRANCE OF THE SCHOOL, 26.60 METERS (97.0 FT) EAST
 GW2105'OF THE CENTERLINE OF THE HIGHWAY, 10.70 METERS (35.0 FT) SOUTH OF THE
 GW2105'NORTHWEST CORNER OF THE SCHOOL, 0.18 METER (0.6 FT) NORTH OF THE SOUTH
 GW2105'END OF THE BOTTOM ENTRANCE STEP OF THE SCHOOL.
 GW2105'THE MARK IS 0.91 M ABOVE HIGHWAY.
 GW2105
 GW2105                          STATION RECOVERY (1991)
 GW2105
 GW2105'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAW)
 GW2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3102 ***********************************************************************
 HV3102  DESIGNATION -  18 USE
 HV3102  PID         -  HV3102
 HV3102  STATE/COUNTY-  VA/STAFFORD
 HV3102  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3102
 HV3102                         *CURRENT SURVEY CONTROL
 HV3102  ___________________________________________________________________
 HV3102* NAD 83(1986)-  38 20 20.     (N)    077 29 24.     (W)     SCALED    
 HV3102* NAVD 88     -        71.453  (meters)     234.43   (feet)  ADJUSTED  
 HV3102  ___________________________________________________________________
 HV3102  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV3102  DYNAMIC HT  -          71.408 (meters)     234.28  (feet)  COMP
 HV3102  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 HV3102
 HV3102  VERT ORDER  -  SECOND    CLASS 0
 HV3102
 HV3102.The horizontal coordinates were scaled from a topographic map and have
 HV3102.an estimated accuracy of +/- 6 seconds.
 HV3102
 HV3102.The orthometric height was determined by differential leveling
 HV3102.and adjusted by the National Geodetic Survey in June 1991..
 HV3102
 HV3102.The geoid height was determined by GEOID03.
 HV3102
 HV3102.The dynamic height is computed by dividing the NAVD 88
 HV3102.geopotential number by the normal gravity value computed on the
 HV3102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3102.degrees latitude (g = 980.6199 gals.).
 HV3102
 HV3102.The modeled gravity was interpolated from observed gravity values.
 HV3102
 HV3102;                    North         East    Units  Estimated Accuracy
 HV3102;SPC VA N     - 2,075,100.    3,588,300.      MT  (+/- 180 meters Scaled)
 HV3102
 HV3102                          SUPERSEDED SURVEY CONTROL
 HV3102
 HV3102  NGVD 29 (??/??/??)   71.721  (m)          235.30   (f) ADJUSTED    2 0
 HV3102
 HV3102.Superseded values are not recommended for survey control.
 HV3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3102.See file dsdata.txt to determine how the superseded data were derived.
 HV3102
 HV3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH823463(NAD 83)
 HV3102_MARKER: DD = SURVEY DISK
 HV3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3102_STAMPING: 18 235
 HV3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3102+STABILITY: SURFACE MOTION
 HV3102
 HV3102  HISTORY     - Date     Condition        Report By
 HV3102  HISTORY     - UNK      MONUMENTED       DOD
 HV3102  HISTORY     - 1961     GOOD             CGS
 HV3102  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3102
 HV3102                          STATION DESCRIPTION
 HV3102
 HV3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3102'1.8 MI NW FROM FALMOUTH.
 HV3102'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM FALMOUTH, STAFFORD
 HV3102'COUNTY, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 657 LEADING
 HV3102'SOUTH, AT THE WEST EDGE OF A PINE WOODS, 69 FEET SOUTHEAST OF
 HV3102'THE SOUTH END OF A 12-INCH CORRUGATED-IRON CULVERT, 40 FEET
 HV3102'NORTHWEST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 657, 20
 HV3102'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 17, AND 7.5 FEET
 HV3102'WEST OF A FENCE CORNER.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 HV3102'DISK, STAMPED 18 235 AND SET IN THE TOP OF A CONCRETE POST.
 HV3102
 HV3102                          STATION RECOVERY (1984)
 HV3102
 HV3102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5768 ***********************************************************************
 GV5768  DESIGNATION -  180 C OF R 1972
 GV5768  PID         -  GV5768
 GV5768  STATE/COUNTY-  VA/C OF RICHMOND
 GV5768  USGS QUAD   -  BON AIR (1994)
 GV5768
 GV5768                         *CURRENT SURVEY CONTROL
 GV5768  ___________________________________________________________________
 GV5768* NAD 83(1993)-  37 33 04.42731(N)    077 31 58.87530(W)     ADJUSTED  
 GV5768* NAVD 88     -        66.17   (+/-2cm)     217.1    (feet)  VERTCON   
 GV5768  ___________________________________________________________________
 GV5768  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV5768  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5768
 GV5768  HORZ ORDER  -  SECOND
 GV5768  VERT ORDER  -  THIRD ? (See Below)
 GV5768
 GV5768.The horizontal coordinates were established by classical geodetic methods
 GV5768.and adjusted by the National Geodetic Survey in November 1994..
 GV5768
 GV5768.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5768.The vertical order pertains to the NGVD 29 superseded value.
 GV5768
 GV5768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5768
 GV5768.The geoid height was determined by GEOID03.
 GV5768
 GV5768;                    North         East     Units Scale Factor Converg.
 GV5768;SPC VA S     - 1,135,594.409 3,585,441.383   MT  0.99995053   +0 35 12.8
 GV5768;SPC VA S     - 3,725,695.99 11,763,235.60   sFT  0.99995053   +0 35 12.8
 GV5768;UTM  18      - 4,159,040.593   276,240.229   MT  1.00021676   -1 32 40.0
 GV5768
 GV5768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5768!SPC VA S     -   0.99999477  x   0.99995053  =   0.99994530
 GV5768!UTM  18      -   0.99999477  x   1.00021676  =   1.00021153
 GV5768
 GV5768                          SUPERSEDED SURVEY CONTROL
 GV5768
 GV5768  NAD 83(1986)-  37 33 04.43357(N)    077 31 58.89231(W) AD(       ) 2
 GV5768  NAD 27      -  37 33 03.90481(N)    077 31 59.94341(W) AD(       ) 2
 GV5768  NGVD 29 (07/19/86)   66.48   (m)          218.1    (f) LEVELING    3  
 GV5768
 GV5768.Superseded values are not recommended for survey control.
 GV5768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5768.See file dsdata.txt to determine how the superseded data were derived.
 GV5768
 GV5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7624059041(NAD 83)
 GV5768_MARKER: Z = SEE DESCRIPTION
 GV5768_SETTING: 0 = UNSPECIFIED SETTING
 GV5768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5768
 GV5768  HISTORY     - Date     Condition        Report By
 GV5768  HISTORY     - 1972     MONUMENTED       VA2060
 GV5768  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5768  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5768  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5768
 GV5768                          STATION DESCRIPTION
 GV5768
 GV5768'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5768'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5768'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5768'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5768'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5768'RD. 1.10 MILES TO GRANITE HALL AVE., THENCE NORTHEAST ON GRANITE
 GV5768'HALL AVE. 0.15 MILE TO TURF LANE, THENCE SOUTHEAST ON TURF LANE 0.10
 GV5768'MILE TO POINT NO. 180.
 GV5768'
 GV5768'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5768'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5768'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5768'8 INCHES BELOW THE GROUND.
 GV5768'
 GV5768'24.0 FEET S.W. OF C/L OF TURF LANE, 67.3 FEET W. OF 15 INCH OAK TREE,
 GV5768'75.4 FEET S.W. OF 20 INCH OAK TREE, 62.8 FEET N.W. OF N. END OF 12
 GV5768'INCH CONCRETE PIPE.
 GV5768'
 GV5768'NEAREST TOWN--RICHMOND.
 GV5768
 GV5768                          STATION RECOVERY (1995)
 GV5768
 GV5768'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5768'MARK NOT FOUND.
 GV5768
 GV5768                          STATION RECOVERY (1999)
 GV5768
 GV5768'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5768'MARK NOT FOUND.
 GV5768
 GV5768                          STATION RECOVERY (2004)
 GV5768
 GV5768'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2147 ***********************************************************************
 FX2147  DESIGNATION -  180 JAS USGS
 FX2147  PID         -  FX2147
 FX2147  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2147  USGS QUAD   -  KEMPSVILLE (1986)
 FX2147
 FX2147                         *CURRENT SURVEY CONTROL
 FX2147  ___________________________________________________________________
 FX2147* NAD 83(1986)-  36 49 45.     (N)    076 09 34.     (W)     SCALED    
 FX2147* NAVD 88     -         3.026  (meters)       9.93   (feet)  ADJUSTED  
 FX2147  ___________________________________________________________________
 FX2147  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 FX2147  DYNAMIC HT  -           3.024 (meters)       9.92  (feet)  COMP
 FX2147  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 FX2147
 FX2147  VERT ORDER  -  FIRST     CLASS II
 FX2147
 FX2147.The horizontal coordinates were scaled from a topographic map and have
 FX2147.an estimated accuracy of +/- 6 seconds.
 FX2147
 FX2147.The orthometric height was determined by differential leveling
 FX2147.and adjusted by the National Geodetic Survey in June 1991..
 FX2147
 FX2147.The geoid height was determined by GEOID03.
 FX2147
 FX2147.The dynamic height is computed by dividing the NAVD 88
 FX2147.geopotential number by the normal gravity value computed on the
 FX2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2147.degrees latitude (g = 980.6199 gals.).
 FX2147
 FX2147.The modeled gravity was interpolated from observed gravity values.
 FX2147
 FX2147;                    North         East    Units  Estimated Accuracy
 FX2147;SPC VA S     - 1,057,610.    3,708,780.      MT  (+/- 180 meters Scaled)
 FX2147
 FX2147                          SUPERSEDED SURVEY CONTROL
 FX2147
 FX2147.No superseded survey control is available for this station.
 FX2147
 FX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF966765(NAD 83)
 FX2147_MARKER: DB = BENCH MARK DISK
 FX2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2147_SP_SET: CONCRETE POST
 FX2147_STAMPING: 180 JAS 1962 11 FT
 FX2147_PROJECTION: FLUSH
 FX2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2147+STABILITY: SURFACE MOTION
 FX2147
 FX2147  HISTORY     - Date     Condition        Report By
 FX2147  HISTORY     - 1962     MONUMENTED       USGS
 FX2147  HISTORY     - 1979     GOOD             NGS
 FX2147  HISTORY     - 19910517 GOOD             USPSQD
 FX2147
 FX2147                          STATION DESCRIPTION
 FX2147
 FX2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2147'9.0 MI NW FROM PRINCESS ANNE.
 FX2147'ABOUT 0.2 MILES NORTHEAST ALONG STATE HIGHWAY 149 FROM THE POST
 FX2147'OFFICE IN PRINCESS ANNE, THENCE 7.5 MILES NORTHWEST ALONG HOLLAND
 FX2147'ROAD AND THENCE 1.3 MILES WEST AND SOUTHWEST ALONG BONNEY ROAD.  SET
 FX2147'AT THE INTERSECTION OF BONNEY ROAD AND SOUTH WITCH DUCK ROAD, 108 FEET
 FX2147'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF SOUTH WITCH DUCK
 FX2147'ROAD, 36 FEET SOUTHWEST OF THE CENTERLINE OF BONNEY ROAD, 10 FEET
 FX2147'NORTHEAST OF THE CENTER OF A DRIVEWAY TO THE JOHN A. HUTCHISON
 FX2147'RESIDENCE AND 1.5 FEET NORTHEAST OF POWER POLE NUMBER EM 11.
 FX2147'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FX2147
 FX2147                          STATION RECOVERY (1991)
 FX2147
 FX2147'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FX2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1288 ***********************************************************************
 GA1288  DESIGNATION -  1801
 GA1288  PID         -  GA1288
 GA1288  STATE/COUNTY-  VA/WISE
 GA1288  USGS QUAD   -  APPALACHIA (1991)
 GA1288
 GA1288                         *CURRENT SURVEY CONTROL
 GA1288  ___________________________________________________________________
 GA1288* NAD 83(1986)-  36 52 41.     (N)    082 49 08.     (W)     SCALED    
 GA1288* NAVD 88     -       548.860  (meters)    1800.72   (feet)  ADJUSTED  
 GA1288  ___________________________________________________________________
 GA1288  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1288  DYNAMIC HT  -         548.375 (meters)    1799.13  (feet)  COMP
 GA1288  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GA1288
 GA1288  VERT ORDER  -  SECOND    CLASS 0
 GA1288
 GA1288.The horizontal coordinates were scaled from a topographic map and have
 GA1288.an estimated accuracy of +/- 6 seconds.
 GA1288
 GA1288.The orthometric height was determined by differential leveling
 GA1288.and adjusted by the National Geodetic Survey in June 1991..
 GA1288
 GA1288.The geoid height was determined by GEOID03.
 GA1288
 GA1288.The dynamic height is computed by dividing the NAVD 88
 GA1288.geopotential number by the normal gravity value computed on the
 GA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1288.degrees latitude (g = 980.6199 gals.).
 GA1288
 GA1288.The modeled gravity was interpolated from observed gravity values.
 GA1288
 GA1288;                    North         East    Units  Estimated Accuracy
 GA1288;SPC VA S     - 1,069,260.    3,115,100.      MT  (+/- 180 meters Scaled)
 GA1288
 GA1288                          SUPERSEDED SURVEY CONTROL
 GA1288
 GA1288  NGVD 29 (??/??/92)  548.974  (m)         1801.09   (f) ADJ UNCH    2 0
 GA1288
 GA1288.Superseded values are not recommended for survey control.
 GA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1288.See file dsdata.txt to determine how the superseded data were derived.
 GA1288
 GA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA378828(NAD 83)
 GA1288_MARKER: DD = SURVEY DISK
 GA1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1288_SP_SET: BRIDGE
 GA1288_STAMPING: 1801.092
 GA1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1288
 GA1288  HISTORY     - Date     Condition        Report By
 GA1288  HISTORY     - UNK      MONUMENTED       USGS
 GA1288  HISTORY     - 1953     GOOD             NGS
 GA1288  HISTORY     - 1956     GOOD             NGS
 GA1288
 GA1288                          STATION DESCRIPTION
 GA1288
 GA1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1288'2 MI E FROM EXETER.
 GA1288'2.05 MILES EAST ALONG STATE HIGHWAY 68 FROM THE CHURCH AND
 GA1288'STORE AT EXETER, ABOUT 0.1 MILE WEST OF A CROSSING OF THE
 GA1288'SOUTHERN RAILWAY, IN THE TOP OF THE CENTER OF THE SOUTH
 GA1288'CONCRETE HEAD WALL OF A 20-FOOT CONCRETE BRIDGE OVER MOUTH
 GA1288'OF LAUREL FORK, 9 FEET SOUTH OF CENTER LINE OF HIGHWAY AND
 GA1288'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF HIGHWAY.  DISK IS BATTERED
 GA1288'AND STAMPING NO LONGER LEGIBLE.  NOTE-- IT WAS REPORTED BADLY
 GA1288'MUTILATED BUT SOLID, FILED SPOT FOR ELEV.
 GA1288
 GA1288                          STATION RECOVERY (1956)
 GA1288
 GA1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5763 ***********************************************************************
 GV5763  DESIGNATION -  181 C OF R 1972
 GV5763  PID         -  GV5763
 GV5763  STATE/COUNTY-  VA/C OF RICHMOND
 GV5763  USGS QUAD   -  BON AIR (1994)
 GV5763
 GV5763                         *CURRENT SURVEY CONTROL
 GV5763  ___________________________________________________________________
 GV5763* NAD 83(1993)-  37 32 59.16305(N)    077 31 52.03814(W)     ADJUSTED  
 GV5763* NAVD 88     -        62.11   (+/-2cm)     203.8    (feet)  VERTCON   
 GV5763  ___________________________________________________________________
 GV5763  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV5763  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5763
 GV5763  HORZ ORDER  -  SECOND
 GV5763  VERT ORDER  -  THIRD ? (See Below)
 GV5763
 GV5763.The horizontal coordinates were established by classical geodetic methods
 GV5763.and adjusted by the National Geodetic Survey in November 1994..
 GV5763
 GV5763.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5763.The vertical order pertains to the NGVD 29 superseded value.
 GV5763
 GV5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5763
 GV5763.The geoid height was determined by GEOID03.
 GV5763
 GV5763;                    North         East     Units Scale Factor Converg.
 GV5763;SPC VA S     - 1,135,433.850 3,585,610.855   MT  0.99995044   +0 35 16.9
 GV5763;SPC VA S     - 3,725,169.22 11,763,791.61   sFT  0.99995044   +0 35 16.9
 GV5763;UTM  18      - 4,158,873.798   276,403.657   MT  1.00021586   -1 32 35.6
 GV5763
 GV5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5763!SPC VA S     -   0.99999541  x   0.99995044  =   0.99994585
 GV5763!UTM  18      -   0.99999541  x   1.00021586  =   1.00021127
 GV5763
 GV5763                          SUPERSEDED SURVEY CONTROL
 GV5763
 GV5763  NAD 83(1986)-  37 32 59.16934(N)    077 31 52.05511(W) AD(       ) 2
 GV5763  NAD 27      -  37 32 58.64054(N)    077 31 53.10635(W) AD(       ) 2
 GV5763  NGVD 29 (07/19/86)   62.42   (m)          204.8    (f) LEVELING    3  
 GV5763
 GV5763.Superseded values are not recommended for survey control.
 GV5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5763.See file dsdata.txt to determine how the superseded data were derived.
 GV5763
 GV5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7640458874(NAD 83)
 GV5763_MARKER: Z = SEE DESCRIPTION
 GV5763_SETTING: 0 = UNSPECIFIED SETTING
 GV5763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5763
 GV5763  HISTORY     - Date     Condition        Report By
 GV5763  HISTORY     - 1972     MONUMENTED       VA2060
 GV5763  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5763  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5763  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5763
 GV5763                          STATION DESCRIPTION
 GV5763
 GV5763'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5763'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5763'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5763'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5763'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5763'RD. 0.70 MILE TO INTERSECTION WITH MERIDALE RD., THENCE NORTHEAST ON
 GV5763'MERIDALE RD. 0.10 MILE TO COMANCHE RD., THENCE NORTHWEST
 GV5763'ON COMANCHE RD. 0.10 MILE TO POINT NO. 181.
 GV5763'
 GV5763'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5763'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5763'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5763'8 INCHES BELOW THE GROUND.
 GV5763'
 GV5763'16.6 FEET E. OF C/L OF COMANCHE DR., 48.3 FEET N.E. OF WOODEN RAIL
 GV5763'FENCE, 60.4 FEET S.E. OF 4 INCH HICKORY TREE, 47.1 FEET N.W. OF 12
 GV5763'INCH PINE TREE, 17.1 FEET S. OF 12 INCH OAK TREE.
 GV5763'
 GV5763'NEAREST TOWN--RICHMOND.
 GV5763
 GV5763                          STATION RECOVERY (1995)
 GV5763
 GV5763'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5763'MARK NOT FOUND.
 GV5763
 GV5763                          STATION RECOVERY (1999)
 GV5763
 GV5763'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5763'MARK NOT FOUND.
 GV5763
 GV5763                          STATION RECOVERY (2004)
 GV5763
 GV5763'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1534 ***********************************************************************
 GW1534  DESIGNATION -  1811
 GW1534  PID         -  GW1534
 GW1534  STATE/COUNTY-  VA/ALLEGHANY
 GW1534  USGS QUAD   -  COVINGTON (1984)
 GW1534
 GW1534                         *CURRENT SURVEY CONTROL
 GW1534  ___________________________________________________________________
 GW1534* NAD 83(1986)-  37 47 47.     (N)    079 59 25.     (W)     SCALED    
 GW1534* NAVD 88     -       409.311  (meters)    1342.88   (feet)  ADJUSTED  
 GW1534  ___________________________________________________________________
 GW1534  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1534  DYNAMIC HT  -         408.978 (meters)    1341.79  (feet)  COMP
 GW1534  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 GW1534
 GW1534  VERT ORDER  -  FIRST     CLASS II
 GW1534
 GW1534.The horizontal coordinates were scaled from a topographic map and have
 GW1534.an estimated accuracy of +/- 6 seconds.
 GW1534
 GW1534.The orthometric height was determined by differential leveling
 GW1534.and adjusted by the National Geodetic Survey in June 1991..
 GW1534
 GW1534.The geoid height was determined by GEOID03.
 GW1534
 GW1534.The dynamic height is computed by dividing the NAVD 88
 GW1534.geopotential number by the normal gravity value computed on the
 GW1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1534.degrees latitude (g = 980.6199 gals.).
 GW1534
 GW1534.The modeled gravity was interpolated from observed gravity values.
 GW1534
 GW1534;                    North         East    Units  Estimated Accuracy
 GW1534;SPC VA S     - 1,163,400.    3,368,750.      MT  (+/- 180 meters Scaled)
 GW1534
 GW1534                          SUPERSEDED SURVEY CONTROL
 GW1534
 GW1534  NGVD 29 (??/??/92)  409.48   (m)         1343.4    (f) COMPUTED    1 2
 GW1534
 GW1534.Superseded values are not recommended for survey control.
 GW1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1534.See file dsdata.txt to determine how the superseded data were derived.
 GW1534
 GW1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB888837(NAD 83)
 GW1534_MARKER: DD = SURVEY DISK
 GW1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1534_STAMPING: 1811
 GW1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1534+STABILITY: SURFACE MOTION
 GW1534
 GW1534  HISTORY     - Date     Condition        Report By
 GW1534  HISTORY     - UNK      MONUMENTED       VAGS
 GW1534  HISTORY     - 1958     GOOD             NGS
 GW1534
 GW1534                          STATION DESCRIPTION
 GW1534
 GW1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1534'AT COVINGTON.
 GW1534'AT COVINGTON, ABOUT 0.1 MILE NORTHWEST ALONG BRIDGE STREET FROM
 GW1534'THE POST OFFICE, THENCE ABOUT 0.9 MILE NORTHEAST AND NORTH ALONG
 GW1534'RIVERSIDE STREET, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG ALLEGHANY
 GW1534'AVENUE, 31 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF
 GW1534'CEDAR STREET, 21 FEET EAST OF THE CENTER LINE OF THE AVENUE, 21
 GW1534'FEET SOUTH OF THE CENTER LINE OF THE STREET, 4.9 FEET EAST OF THE
 GW1534'NORTHWEST CORNER OF THE SIDEWALK, ABOUT LEVEL WITH THE STREET
 GW1534'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1730 ***********************************************************************
 GW1730  DESIGNATION -  1818 VAGS
 GW1730  PID         -  GW1730
 GW1730  STATE/COUNTY-  VA/ALLEGHANY
 GW1730  USGS QUAD   -  COVINGTON (1984)
 GW1730
 GW1730                         *CURRENT SURVEY CONTROL
 GW1730  ___________________________________________________________________
 GW1730* NAD 83(1986)-  37 52 23.     (N)    079 55 55.     (W)     SCALED    
 GW1730* NAVD 88     -       685.160  (meters)    2247.90   (feet)  ADJUSTED  
 GW1730  ___________________________________________________________________
 GW1730  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW1730  DYNAMIC HT  -         684.585 (meters)    2246.01  (feet)  COMP
 GW1730  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GW1730
 GW1730  VERT ORDER  -  SECOND    CLASS 0
 GW1730
 GW1730.The horizontal coordinates were scaled from a topographic map and have
 GW1730.an estimated accuracy of +/- 6 seconds.
 GW1730
 GW1730.The orthometric height was determined by differential leveling
 GW1730.and adjusted by the National Geodetic Survey in June 1991..
 GW1730
 GW1730.The geoid height was determined by GEOID03.
 GW1730
 GW1730.The dynamic height is computed by dividing the NAVD 88
 GW1730.geopotential number by the normal gravity value computed on the
 GW1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1730.degrees latitude (g = 980.6199 gals.).
 GW1730
 GW1730.The modeled gravity was interpolated from observed gravity values.
 GW1730
 GW1730;                    North         East    Units  Estimated Accuracy
 GW1730;SPC VA S     - 1,171,830.    3,374,020.      MT  (+/- 180 meters Scaled)
 GW1730
 GW1730                          SUPERSEDED SURVEY CONTROL
 GW1730
 GW1730  NGVD 29 (??/??/92)  685.305  (m)         2248.37   (f) ADJ UNCH    2 0
 GW1730
 GW1730.Superseded values are not recommended for survey control.
 GW1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1730.See file dsdata.txt to determine how the superseded data were derived.
 GW1730
 GW1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB939922(NAD 83)
 GW1730_MARKER: DD = SURVEY DISK
 GW1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1730_STAMPING: 1818
 GW1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1730+STABILITY: SURFACE MOTION
 GW1730
 GW1730  HISTORY     - Date     Condition        Report By
 GW1730  HISTORY     - UNK      MONUMENTED       VAGS
 GW1730  HISTORY     - 1962     GOOD             NGS
 GW1730
 GW1730                          STATION DESCRIPTION
 GW1730
 GW1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1730'8.7 MI NE FROM COVINGTON.
 GW1730'8.2 MILES NORTHEAST ALONG U.S. HIGHWAY 200 FROM THE POST OFFICE
 GW1730'AT COVINGTON, ALLEGHANY COUNTY, 1.8 MILES SOUTHWEST OF SINKING
 GW1730'SPRINGS PRESBYTERIAN CHURCH, 0.2 MILE EAST-NORTH-EAST OF A WHITE
 GW1730'HOUSE (HOME OF MR. NETTLETON), AT THE MIDDLE OF A CURVE ON A
 GW1730'HILLSIDE, 45 FEET WEST-NORTH-WEST OF A LONE TREE AT THE NORTH
 GW1730'EDGE OF A FIELD, AND 22 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GW1730'HIGHWAY, A STATE SURVEY STANDARD DISK, STAMPED 1818 AND SET
 GW1730'IN THE TOP OF A CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 GW1730'GROUND.  MARK IS 3 FEET EAST OF A HIGHWAY CURVE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5760 ***********************************************************************
 GV5760  DESIGNATION -  182 C OF R 1972
 GV5760  PID         -  GV5760
 GV5760  STATE/COUNTY-  VA/C OF RICHMOND
 GV5760  USGS QUAD   -  BON AIR (1994)
 GV5760
 GV5760                         *CURRENT SURVEY CONTROL
 GV5760  ___________________________________________________________________
 GV5760* NAD 83(1993)-  37 32 53.46935(N)    077 31 46.58062(W)     ADJUSTED  
 GV5760* NAVD 88     -        63.60   (+/-2cm)     208.7    (feet)  VERTCON   
 GV5760  ___________________________________________________________________
 GV5760  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 GV5760  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5760
 GV5760  HORZ ORDER  -  SECOND
 GV5760  VERT ORDER  -  THIRD ? (See Below)
 GV5760
 GV5760.The horizontal coordinates were established by classical geodetic methods
 GV5760.and adjusted by the National Geodetic Survey in November 1994..
 GV5760
 GV5760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5760.The vertical order pertains to the NGVD 29 superseded value.
 GV5760
 GV5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5760
 GV5760.The geoid height was determined by GEOID03.
 GV5760
 GV5760;                    North         East     Units Scale Factor Converg.
 GV5760;SPC VA S     - 1,135,259.707 3,585,746.607   MT  0.99995036   +0 35 20.2
 GV5760;SPC VA S     - 3,724,597.89 11,764,236.99   sFT  0.99995036   +0 35 20.2
 GV5760;UTM  18      - 4,158,694.679   276,532.873   MT  1.00021515   -1 32 32.1
 GV5760
 GV5760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5760!SPC VA S     -   0.99999518  x   0.99995036  =   0.99994554
 GV5760!UTM  18      -   0.99999518  x   1.00021515  =   1.00021033
 GV5760
 GV5760                          SUPERSEDED SURVEY CONTROL
 GV5760
 GV5760  NAD 83(1986)-  37 32 53.47566(N)    077 31 46.59754(W) AD(       ) 2
 GV5760  NAD 27      -  37 32 52.94681(N)    077 31 47.64889(W) AD(       ) 2
 GV5760  NGVD 29 (07/19/86)   63.91   (m)          209.7    (f) LEVELING    3  
 GV5760
 GV5760.Superseded values are not recommended for survey control.
 GV5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5760.See file dsdata.txt to determine how the superseded data were derived.
 GV5760
 GV5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7653358695(NAD 83)
 GV5760_MARKER: Z = SEE DESCRIPTION
 GV5760_SETTING: 0 = UNSPECIFIED SETTING
 GV5760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5760
 GV5760  HISTORY     - Date     Condition        Report By
 GV5760  HISTORY     - 1972     MONUMENTED       VA2060
 GV5760  HISTORY     - 19951113 GOOD             USPSQD
 GV5760  HISTORY     - 19991106 GOOD             USPSQD
 GV5760  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5760
 GV5760                          STATION DESCRIPTION
 GV5760
 GV5760'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5760'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5760'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5760'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5760'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5760'RD. 0.70 MILE TO MERIDALE RD., THENCE NORTHEAST ON MERIDALE RD. 0.10
 GV5760'MILE TO POINT NO. 182.
 GV5760'
 GV5760'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5760'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5760'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5760'8 INCHES BELOW THE GROUND.
 GV5760'
 GV5760'63.5 FEET S.E. OF C/L OF MERIDALE RD., 64.5 FEET S.W. OF C/L OF
 GV5760'COMANCHE DR., 80.5 FEET N.N.W. OF VEPCO LIGHT POLE NO. HE14, 102.6
 GV5760'FEET S.E. OF WOODEN FENCE CORNER.
 GV5760'
 GV5760'NEAREST TOWN--RICHMOND.
 GV5760
 GV5760                          STATION RECOVERY (1995)
 GV5760
 GV5760'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5760'RECOVERED IN GOOD CONDITION.
 GV5760
 GV5760                          STATION RECOVERY (1999)
 GV5760
 GV5760'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5760'RECOVERED IN GOOD CONDITION.
 GV5760
 GV5760                          STATION RECOVERY (2004)
 GV5760
 GV5760'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1546 ***********************************************************************
 GV1546  DESIGNATION -  182 USGS
 GV1546  PID         -  GV1546
 GV1546  STATE/COUNTY-  VA/KING WILLIAM
 GV1546  USGS QUAD   -  MANQUIN (1987)
 GV1546
 GV1546                         *CURRENT SURVEY CONTROL
 GV1546  ___________________________________________________________________
 GV1546* NAD 83(1986)-  37 44 33.     (N)    077 10 53.     (W)     SCALED    
 GV1546* NAVD 88     -        55.337  (meters)     181.55   (feet)  ADJUSTED  
 GV1546  ___________________________________________________________________
 GV1546  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1546  DYNAMIC HT  -          55.301 (meters)     181.43  (feet)  COMP
 GV1546  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 GV1546
 GV1546  VERT ORDER  -  THIRD
 GV1546
 GV1546.The horizontal coordinates were scaled from a topographic map and have
 GV1546.an estimated accuracy of +/- 6 seconds.
 GV1546
 GV1546.The orthometric height was determined by differential leveling
 GV1546.and adjusted by the National Geodetic Survey in June 1991..
 GV1546
 GV1546.The geoid height was determined by GEOID03.
 GV1546
 GV1546.The dynamic height is computed by dividing the NAVD 88
 GV1546.geopotential number by the normal gravity value computed on the
 GV1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1546.degrees latitude (g = 980.6199 gals.).
 GV1546
 GV1546.The modeled gravity was interpolated from observed gravity values.
 GV1546
 GV1546;                    North         East    Units  Estimated Accuracy
 GV1546;SPC VA S     - 1,157,200.    3,616,210.      MT  (+/- 180 meters Scaled)
 GV1546
 GV1546                          SUPERSEDED SURVEY CONTROL
 GV1546
 GV1546  NGVD 29 (??/??/??)   55.662  (m)          182.62   (f) ADJUSTED    3 0
 GV1546
 GV1546.Superseded values are not recommended for survey control.
 GV1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1546.See file dsdata.txt to determine how the superseded data were derived.
 GV1546
 GV1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG078794(NAD 83)
 GV1546_MARKER: P = PIPE CAP
 GV1546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1546_STAMPING: 182 VA 1917
 GV1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1546+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1546
 GV1546  HISTORY     - Date     Condition        Report By
 GV1546  HISTORY     - 1917     MONUMENTED       USGS
 GV1546  HISTORY     - 1962     POOR             CGS
 GV1546  HISTORY     - 19990308 POOR             USPSQD
 GV1546  HISTORY     - 20031111 POOR             USPSQD
 GV1546  HISTORY     - 20060309 GOOD             USPSQD
 GV1546
 GV1546                          STATION DESCRIPTION
 GV1546
 GV1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1546'2.3 MI E FROM ENFIELD.
 GV1546'2.3 MILES EAST ALONG SECONDARY STATE HIGHWAY 605 FROM THE POST
 GV1546'OFFICE AT ENFIELD, KING WILLIAM COUNTY, ON THE PROPERTY OF MR.
 GV1546'DYER, IN THE LAWN, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 611,
 GV1546'81 FEET NORTHWEST OF THE JUNCTION, 39 FEET NORTH OF THE CENTER
 GV1546'LINE OF SECONDARY STATE HIGHWAY 605, 20.4 FEET SOUTHWEST OF THE
 GV1546'SOUTHWEST CORNER OF AN ABANDONED STORE, AND 13 FEET SOUTH OF A
 GV1546'WELL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GV1546'182 VA 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 GV1546'PROJECTING 2 FEET ABOVE GROUND.  NOTE-- USE WITH CAUTION.
 GV1546'THE PIPE IS LEANING AT AN ANGLE OF APPROXIMATELY 25 DEGREES.
 GV1546
 GV1546                          STATION RECOVERY (1999)
 GV1546
 GV1546'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1546'MARK RECOVERED IN POOR CONDITION.
 GV1546
 GV1546                          STATION RECOVERY (2003)
 GV1546
 GV1546'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1546'MARK RECOVERED IN POOR CONDITION.
 GV1546
 GV1546                          STATION RECOVERY (2006)
 GV1546
 GV1546'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1363 ***********************************************************************
 GA1363  DESIGNATION -  1827
 GA1363  PID         -  GA1363
 GA1363  STATE/COUNTY-  VA/WISE
 GA1363  USGS QUAD   -  APPALACHIA (1991)
 GA1363
 GA1363                         *CURRENT SURVEY CONTROL
 GA1363  ___________________________________________________________________
 GA1363* NAD 83(1986)-  36 57 11.     (N)    082 47 31.     (W)     SCALED    
 GA1363* NAVD 88     -       556.833  (meters)    1826.88   (feet)  ADJUSTED  
 GA1363  ___________________________________________________________________
 GA1363  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1363  DYNAMIC HT  -         556.339 (meters)    1825.26  (feet)  COMP
 GA1363  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GA1363
 GA1363  VERT ORDER  -  SECOND    CLASS 0
 GA1363
 GA1363.The horizontal coordinates were scaled from a topographic map and have
 GA1363.an estimated accuracy of +/- 6 seconds.
 GA1363
 GA1363.The orthometric height was determined by differential leveling
 GA1363.and adjusted by the National Geodetic Survey in June 1991..
 GA1363
 GA1363.The geoid height was determined by GEOID03.
 GA1363
 GA1363.The dynamic height is computed by dividing the NAVD 88
 GA1363.geopotential number by the normal gravity value computed on the
 GA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1363.degrees latitude (g = 980.6199 gals.).
 GA1363
 GA1363.The modeled gravity was interpolated from observed gravity values.
 GA1363
 GA1363;                    North         East    Units  Estimated Accuracy
 GA1363;SPC VA S     - 1,077,460.    3,117,880.      MT  (+/- 180 meters Scaled)
 GA1363
 GA1363                          SUPERSEDED SURVEY CONTROL
 GA1363
 GA1363  NGVD 29 (??/??/92)  556.946  (m)         1827.25   (f) ADJ UNCH    2 0
 GA1363
 GA1363.Superseded values are not recommended for survey control.
 GA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1363.See file dsdata.txt to determine how the superseded data were derived.
 GA1363
 GA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404911(NAD 83)
 GA1363_MARKER: DB = BENCH MARK DISK
 GA1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1363_SP_SET: BRIDGE
 GA1363_STAMPING: VIRGINIA 1920 1827.247
 GA1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1363
 GA1363  HISTORY     - Date     Condition        Report By
 GA1363  HISTORY     - 1920     MONUMENTED       USGS
 GA1363  HISTORY     - 1956     GOOD             NGS
 GA1363
 GA1363                          STATION DESCRIPTION
 GA1363
 GA1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1363'AT STONEGA.
 GA1363'AT STONEGA, ALONG THE STONEGA - APPALACHIA ROAD, 0.1 MILE
 GA1363'NORTHEAST OF THE SCHOOL, 0.3 MILE SOUTHWEST OF STONEGA COKE AND
 GA1363'COAL COMPANY STORE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GA1363'SOUTHEAST CONCRETE ABUTMENT OF A NARROW STEEL BRIDGE WITH A
 GA1363'WOODEN BECK OVER CALLAHAN CREEK, 7 FEET SOUTHWEST OF CENTER LINE
 GA1363'OF ROAD AND ABOUT 1 FOOT BELOW BRIDGE FLOOR.  NOTE-- MARK WAS
 GA1363'FOUND SO BADLY BATTERED THAT THE ELEVATION WAS STAMPED JUST BELOW
 GA1363'THE WORD VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5765 ***********************************************************************
 GV5765  DESIGNATION -  183 C OF R 1972
 GV5765  PID         -  GV5765
 GV5765  STATE/COUNTY-  VA/C OF RICHMOND
 GV5765  USGS QUAD   -  BON AIR (1994)
 GV5765
 GV5765                         *CURRENT SURVEY CONTROL
 GV5765  ___________________________________________________________________
 GV5765* NAD 83(1993)-  37 32 47.86689(N)    077 31 54.30287(W)     ADJUSTED  
 GV5765* NAVD 88     -        73.53   (+/-2cm)     241.2    (feet)  VERTCON   
 GV5765  ___________________________________________________________________
 GV5765  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV5765  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5765
 GV5765  HORZ ORDER  -  SECOND
 GV5765  VERT ORDER  -  THIRD ? (See Below)
 GV5765
 GV5765.The horizontal coordinates were established by classical geodetic methods
 GV5765.and adjusted by the National Geodetic Survey in November 1994..
 GV5765
 GV5765.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5765.The vertical order pertains to the NGVD 29 superseded value.
 GV5765
 GV5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5765
 GV5765.The geoid height was determined by GEOID03.
 GV5765
 GV5765;                    North         East     Units Scale Factor Converg.
 GV5765;SPC VA S     - 1,135,085.054 3,585,558.841   MT  0.99995027   +0 35 15.6
 GV5765;SPC VA S     - 3,724,024.88 11,763,620.96   sFT  0.99995027   +0 35 15.6
 GV5765;UTM  18      - 4,158,527.086   276,338.691   MT  1.00021622   -1 32 36.6
 GV5765
 GV5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5765!SPC VA S     -   0.99999362  x   0.99995027  =   0.99994389
 GV5765!UTM  18      -   0.99999362  x   1.00021622  =   1.00020984
 GV5765
 GV5765                          SUPERSEDED SURVEY CONTROL
 GV5765
 GV5765  NAD 83(1986)-  37 32 47.87315(N)    077 31 54.31977(W) AD(       ) 2
 GV5765  NAD 27      -  37 32 47.34415(N)    077 31 55.37079(W) AD(       ) 2
 GV5765  NGVD 29 (07/19/86)   73.84   (m)          242.3    (f) LEVELING    3  
 GV5765
 GV5765.Superseded values are not recommended for survey control.
 GV5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5765.See file dsdata.txt to determine how the superseded data were derived.
 GV5765
 GV5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7633958527(NAD 83)
 GV5765_MARKER: Z = SEE DESCRIPTION
 GV5765_SETTING: 0 = UNSPECIFIED SETTING
 GV5765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5765
 GV5765  HISTORY     - Date     Condition        Report By
 GV5765  HISTORY     - 1972     MONUMENTED       VA2060
 GV5765  HISTORY     - 19951113 GOOD             USPSQD
 GV5765  HISTORY     - 19991106 GOOD             USPSQD
 GV5765  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5765
 GV5765                          STATION DESCRIPTION
 GV5765
 GV5765'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5765'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5765'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5765'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5765'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5765'RD. 0.70 MILE TO MERIDALE RD., THENCE SOUTHWEST ON MERIDALE RD. 0.10
 GV5765'MILE TO POINT NO. 183.
 GV5765'
 GV5765'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5765'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5765'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5765'8 INCHES BELOW THE GROUND.
 GV5765'
 GV5765'25.9 FEET N.E. OF C/L OF TANGLEWOOD RD., 21.4 FEET S.E. OF C/L OF
 GV5765'MERIDALE RD., 25.9 FEET N.W. OF 36 INCH TWIN OAK TREE, 45.9 FEET
 GV5765'N.W.  OF C AND P POLE NO. 6801-G, 53.5 FEET S.E. OF VEPCO POLE NO.
 GV5765'FD-54.
 GV5765'
 GV5765'NEAREST TOWN--RICHMOND
 GV5765
 GV5765                          STATION RECOVERY (1995)
 GV5765
 GV5765'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5765'RECOVERED IN GOOD CONDITION.
 GV5765
 GV5765                          STATION RECOVERY (1999)
 GV5765
 GV5765'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5765'RECOVERED IN GOOD CONDITION.
 GV5765
 GV5765                          STATION RECOVERY (2004)
 GV5765
 GV5765'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0587 ***********************************************************************
 GX0587  DESIGNATION -  1832
 GX0587  PID         -  GX0587
 GX0587  STATE/COUNTY-  VA/GILES
 GX0587  USGS QUAD   -  EGGLESTON (1985)
 GX0587
 GX0587                         *CURRENT SURVEY CONTROL
 GX0587  ___________________________________________________________________
 GX0587* NAD 83(1986)-  37 18 24.     (N)    080 30 58.     (W)     SCALED    
 GX0587* NAVD 88     -       558.201  (meters)    1831.36   (feet)  ADJUSTED  
 GX0587  ___________________________________________________________________
 GX0587  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GX0587  DYNAMIC HT  -         557.717 (meters)    1829.78  (feet)  COMP
 GX0587  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GX0587
 GX0587  VERT ORDER  -  SECOND    CLASS 0
 GX0587
 GX0587.The horizontal coordinates were scaled from a topographic map and have
 GX0587.an estimated accuracy of +/- 6 seconds.
 GX0587
 GX0587.The orthometric height was determined by differential leveling
 GX0587.and adjusted by the National Geodetic Survey in June 1991..
 GX0587
 GX0587.The geoid height was determined by GEOID03.
 GX0587
 GX0587.The dynamic height is computed by dividing the NAVD 88
 GX0587.geopotential number by the normal gravity value computed on the
 GX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0587.degrees latitude (g = 980.6199 gals.).
 GX0587
 GX0587.The modeled gravity was interpolated from observed gravity values.
 GX0587
 GX0587;                    North         East    Units  Estimated Accuracy
 GX0587;SPC VA S     - 1,109,920.    3,321,290.      MT  (+/- 180 meters Scaled)
 GX0587
 GX0587                          SUPERSEDED SURVEY CONTROL
 GX0587
 GX0587  NGVD 29 (??/??/92)  558.322  (m)         1831.76   (f) ADJ UNCH    2 0
 GX0587
 GX0587.Superseded values are not recommended for survey control.
 GX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0587.See file dsdata.txt to determine how the superseded data were derived.
 GX0587
 GX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB428290(NAD 83)
 GX0587_MARKER: DD = SURVEY DISK
 GX0587_SETTING: 66 = SET IN ROCK OUTCROP
 GX0587_SP_SET: ROCK OUTCROP
 GX0587_STAMPING: 1832 TT STA 44D 1930
 GX0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0587+STABILITY: POSITION/ELEVATION WELL
 GX0587
 GX0587  HISTORY     - Date     Condition        Report By
 GX0587  HISTORY     - 1930     MONUMENTED       USGS
 GX0587  HISTORY     - 1964     GOOD             NGS
 GX0587
 GX0587                          STATION DESCRIPTION
 GX0587
 GX0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0587'1.8 MI NW FROM NEWPORT.
 GX0587'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0587'IN NEWPORT TO THE MARK SET IN THE TOP OF AN OUTCROP OF BEDROCK,
 GX0587'28 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 28 FEET SOUTHWEST
 GX0587'OF JUNCTION OF HIGHWAY AND COUNTY ROAD 700, 31 FEET EAST OF A
 GX0587'POWER LINE POLE, 11.6 FEET NORTH OF A 8 INCH MAPLE TREE AND IS
 GX0587'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- COUNTY ROAD 700 IS THE
 GX0587'ROAD LEADING TO MOUNTAIN LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0232 ***********************************************************************
 GA0232  DESIGNATION -  1835.1
 GA0232  PID         -  GA0232
 GA0232  STATE/COUNTY-  VA/WASHINGTON
 GA0232  USGS QUAD   -  WALLACE (1968)
 GA0232
 GA0232                         *CURRENT SURVEY CONTROL
 GA0232  ___________________________________________________________________
 GA0232* NAD 83(1986)-  36 40 02.     (N)    082 13 45.     (W)     SCALED    
 GA0232* NAVD 88     -       559.155  (meters)    1834.49   (feet)  POSTED    
 GA0232  ___________________________________________________________________
 GA0232  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0232  DYNAMIC HT  -         558.640 (meters)    1832.80  (feet)  COMP
 GA0232  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 GA0232
 GA0232  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA0232
 GA0232.The horizontal coordinates were scaled from a topographic map and have
 GA0232.an estimated accuracy of +/- 6 seconds.
 GA0232
 GA0232.The orthometric height was determined by differential leveling
 GA0232.and adjusted by the National Geodetic Survey in 1992..
 GA0232.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA0232.rate of 3.1 thru 4.0 mm/km.
 GA0232
 GA0232.The geoid height was determined by GEOID03.
 GA0232
 GA0232.The dynamic height is computed by dividing the NAVD 88
 GA0232.geopotential number by the normal gravity value computed on the
 GA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0232.degrees latitude (g = 980.6199 gals.).
 GA0232
 GA0232.The modeled gravity was interpolated from observed gravity values.
 GA0232
 GA0232;                    North         East    Units  Estimated Accuracy
 GA0232;SPC VA S     - 1,043,640.    3,166,700.      MT  (+/- 180 meters Scaled)
 GA0232
 GA0232                          SUPERSEDED SURVEY CONTROL
 GA0232
 GA0232  NGVD 29 (??/??/92)  559.292  (m)         1834.94   (f) ADJ UNCH    2 0
 GA0232
 GA0232.Superseded values are not recommended for survey control.
 GA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0232.See file dsdata.txt to determine how the superseded data were derived.
 GA0232
 GA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA901586(NAD 83)
 GA0232_MARKER: N = NAIL
 GA0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0232_SP_SET: TREE
 GA0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0232
 GA0232  HISTORY     - Date     Condition        Report By
 GA0232  HISTORY     - UNK      MONUMENTED       USGS
 GA0232  HISTORY     - 1935     GOOD             NGS
 GA0232
 GA0232                          STATION DESCRIPTION
 GA0232
 GA0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0232'1 MI S FROM BENHAM.
 GA0232'1.0 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE SOUTHERN RAILWAY
 GA0232'STATION AT BENHAM, WASHINGTON COUNTY, 14.3 FEET WEST OF THE
 GA0232'CENTERLINE OF THE HIGHWAY, IN THE NORTHEAST ROOT OF AN 18-INCH
 GA0232'WALNUT TREE, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A UNITED
 GA0232'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5773 ***********************************************************************
 GV5773  DESIGNATION -  184 C OF R 1972
 GV5773  PID         -  GV5773
 GV5773  STATE/COUNTY-  VA/C OF RICHMOND
 GV5773  USGS QUAD   -  BON AIR (1994)
 GV5773
 GV5773                         *CURRENT SURVEY CONTROL
 GV5773  ___________________________________________________________________
 GV5773* NAD 83(1993)-  37 32 50.14858(N)    077 32 03.05983(W)     ADJUSTED  
 GV5773* NAVD 88     -        76.69   (+/-2cm)     251.6    (feet)  VERTCON   
 GV5773  ___________________________________________________________________
 GV5773  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 GV5773  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5773
 GV5773  HORZ ORDER  -  SECOND
 GV5773  VERT ORDER  -  THIRD ? (See Below)
 GV5773
 GV5773.The horizontal coordinates were established by classical geodetic methods
 GV5773.and adjusted by the National Geodetic Survey in November 1994..
 GV5773
 GV5773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5773.The vertical order pertains to the NGVD 29 superseded value.
 GV5773
 GV5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5773
 GV5773.The geoid height was determined by GEOID03.
 GV5773
 GV5773;                    North         East     Units Scale Factor Converg.
 GV5773;SPC VA S     - 1,135,153.190 3,585,343.184   MT  0.99995031   +0 35 10.2
 GV5773;SPC VA S     - 3,724,248.42 11,762,913.43   sFT  0.99995031   +0 35 10.2
 GV5773;UTM  18      - 4,158,603.214   276,125.659   MT  1.00021739   -1 32 42.0
 GV5773
 GV5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5773!SPC VA S     -   0.99999312  x   0.99995031  =   0.99994343
 GV5773!UTM  18      -   0.99999312  x   1.00021739  =   1.00021051
 GV5773
 GV5773                          SUPERSEDED SURVEY CONTROL
 GV5773
 GV5773  NAD 83(1986)-  37 32 50.15481(N)    077 32 03.07675(W) AD(       ) 2
 GV5773  NAD 27      -  37 32 49.62577(N)    077 32 04.12752(W) AD(       ) 2
 GV5773  NGVD 29 (07/19/86)   77.00   (m)          252.6    (f) LEVELING    3  
 GV5773
 GV5773.Superseded values are not recommended for survey control.
 GV5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5773.See file dsdata.txt to determine how the superseded data were derived.
 GV5773
 GV5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7612658603(NAD 83)
 GV5773_MARKER: Z = SEE DESCRIPTION
 GV5773_SETTING: 0 = UNSPECIFIED SETTING
 GV5773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5773
 GV5773  HISTORY     - Date     Condition        Report By
 GV5773  HISTORY     - 1972     MONUMENTED       VA2060
 GV5773  HISTORY     - 19951113 GOOD             USPSQD
 GV5773  HISTORY     - 19991101 GOOD             USPSQD
 GV5773  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5773
 GV5773                          STATION DESCRIPTION
 GV5773
 GV5773'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5773'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5773'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5773'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5773'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5773'RD. 1.00 MILE TO CHEVERLY RD., THENCE SOUTHWEST ON CHERVERLY RD.
 GV5773'0.25 MILE TO POINT NO. 184.
 GV5773'
 GV5773'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5773'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5773'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5773'8 INCHES BELOW THE GROUND.
 GV5773'
 GV5773'20.0 FEET S.W. OF C/L OF TANGLEWOOD RD., 20.0 FEET E. OF C/L OF
 GV5773'CHEVERLY RD., 2.5 FEET N.W. OF VEPCO POLE NO. ED29, 22.8 FEET N.W.
 GV5773'OF 20 INCH OAK TREE, 49.8 FEET E. OF VEPCO POLE NO. ED09.
 GV5773'
 GV5773'NEAREST TOWN--RICHMOND.
 GV5773
 GV5773                          STATION RECOVERY (1995)
 GV5773
 GV5773'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5773'RECOVERED IN GOOD CONDITION.
 GV5773
 GV5773                          STATION RECOVERY (1999)
 GV5773
 GV5773'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5773'RECOVERED IN GOOD CONDITION.
 GV5773
 GV5773                          STATION RECOVERY (2004)
 GV5773
 GV5773'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0667 ***********************************************************************
 FZ0667  DESIGNATION -  1841239
 FZ0667  PID         -  FZ0667
 FZ0667  STATE/COUNTY-  VA/CARROLL
 FZ0667  USGS QUAD   -  WOODLAWN (1985)
 FZ0667
 FZ0667                         *CURRENT SURVEY CONTROL
 FZ0667  ___________________________________________________________________
 FZ0667* NAD 83(1986)-  36 37 33.     (N)    080 45 00.     (W)     SCALED    
 FZ0667* NAVD 88     -       891.161  (meters)    2923.75   (feet)  ADJUSTED  
 FZ0667  ___________________________________________________________________
 FZ0667  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 FZ0667  DYNAMIC HT  -         890.279 (meters)    2920.86  (feet)  COMP
 FZ0667  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 FZ0667
 FZ0667  VERT ORDER  -  SECOND    CLASS 0
 FZ0667
 FZ0667.The horizontal coordinates were scaled from a topographic map and have
 FZ0667.an estimated accuracy of +/- 6 seconds.
 FZ0667
 FZ0667.The orthometric height was determined by differential leveling
 FZ0667.and adjusted by the National Geodetic Survey in June 1991..
 FZ0667
 FZ0667.The geoid height was determined by GEOID03.
 FZ0667
 FZ0667.The dynamic height is computed by dividing the NAVD 88
 FZ0667.geopotential number by the normal gravity value computed on the
 FZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0667.degrees latitude (g = 980.6199 gals.).
 FZ0667
 FZ0667.The modeled gravity was interpolated from observed gravity values.
 FZ0667
 FZ0667;                    North         East    Units  Estimated Accuracy
 FZ0667;SPC VA S     - 1,034,860.    3,298,760.      MT  (+/- 180 meters Scaled)
 FZ0667
 FZ0667                          SUPERSEDED SURVEY CONTROL
 FZ0667
 FZ0667  NGVD 29 (??/??/92)  891.290  (m)         2924.17   (f) ADJ UNCH    2 0
 FZ0667
 FZ0667.Superseded values are not recommended for survey control.
 FZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0667.See file dsdata.txt to determine how the superseded data were derived.
 FZ0667
 FZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA223533(NAD 83)
 FZ0667_MARKER: DD = SURVEY DISK
 FZ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0667_STAMPING: 1841239
 FZ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0667+STABILITY: SURFACE MOTION
 FZ0667
 FZ0667  HISTORY     - Date     Condition        Report By
 FZ0667  HISTORY     - UNK      MONUMENTED       NPS
 FZ0667  HISTORY     - 1963     GOOD             NGS
 FZ0667
 FZ0667                          STATION DESCRIPTION
 FZ0667
 FZ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0667'5 MI SW FROM FANCY GAP.
 FZ0667'0.1 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 FZ0667'FANCY GAP, THEN TURN SOUTHWEST ALONG THE BLUE RIDGE PARKWAY FOR
 FZ0667'4.95 MILES.  THE MARK IS SET IN THE TOP OF A 4 BY 4 INCH CONCRETE POST
 FZ0667'PROJECTING 6 INCHES ABOVE THE GROUND, 112 FEET NORTH OF THE CENTER
 FZ0667'OF THE BLUE RIDGE PARKWAY, 34.2 FEET SOUTHEAST OF THE SOUTHEAST
 FZ0667'CORNER OF A SMALL WHITE FRAME HOUSE, 24 FEET NORTH OF THE CENTER
 FZ0667'OF SECONDARY STATE ROAD 608 AND ABOUT 2 FEET ABOVE THE LEVEL OF
 FZ0667'THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1404 ***********************************************************************
 GV1404  DESIGNATION -  184.5 USGS
 GV1404  PID         -  GV1404
 GV1404  STATE/COUNTY-  VA/HANOVER
 GV1404  USGS QUAD   -  SEVEN PINES (1994)
 GV1404
 GV1404                         *CURRENT SURVEY CONTROL
 GV1404  ___________________________________________________________________
 GV1404* NAD 83(1986)-  37 36 13.     (N)    077 22 16.     (W)     SCALED    
 GV1404* NAVD 88     -        55.956  (meters)     183.58   (feet)  ADJUSTED  
 GV1404  ___________________________________________________________________
 GV1404  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV1404  DYNAMIC HT  -          55.918 (meters)     183.46  (feet)  COMP
 GV1404  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 GV1404
 GV1404  VERT ORDER  -  SECOND    CLASS 0
 GV1404
 GV1404.The horizontal coordinates were scaled from a topographic map and have
 GV1404.an estimated accuracy of +/- 6 seconds.
 GV1404
 GV1404.The orthometric height was determined by differential leveling
 GV1404.and adjusted by the National Geodetic Survey in June 1991..
 GV1404
 GV1404.The geoid height was determined by GEOID03.
 GV1404
 GV1404.The dynamic height is computed by dividing the NAVD 88
 GV1404.geopotential number by the normal gravity value computed on the
 GV1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1404.degrees latitude (g = 980.6199 gals.).
 GV1404
 GV1404.The modeled gravity was interpolated from observed gravity values.
 GV1404
 GV1404;                    North         East    Units  Estimated Accuracy
 GV1404;SPC VA S     - 1,141,570.    3,599,680.      MT  (+/- 180 meters Scaled)
 GV1404
 GV1404                          SUPERSEDED SURVEY CONTROL
 GV1404
 GV1404  NGVD 29 (??/??/??)   56.276  (m)          184.63   (f) ADJUSTED    2 0
 GV1404
 GV1404.Superseded values are not recommended for survey control.
 GV1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1404.See file dsdata.txt to determine how the superseded data were derived.
 GV1404
 GV1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG906644(NAD 83)
 GV1404_MARKER: Q = CHISELED SQUARE
 GV1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1404_SP_SET: COLUMN
 GV1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1404
 GV1404  HISTORY     - Date     Condition        Report By
 GV1404  HISTORY     - UNK      MONUMENTED       USGS
 GV1404  HISTORY     - 1963     GOOD             CGS
 GV1404  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 GV1404  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1404
 GV1404                          STATION DESCRIPTION
 GV1404
 GV1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1404'AT MECHANICSVILLE.
 GV1404'AT MECHANICSVILLE, HANOVER COUNTY, ON U.S. HIGHWAY 360, AT THE
 GV1404'JUNCTION OF STATE HIGHWAY 156, 36 FEET NORTHWEST OF THE
 GV1404'CENTERLINE OF U.S. HIGHWAY 360, AT THE TRI-COUNTY BANK AND POST
 GV1404'OFFICE BUILDING, ON THE SOUTHWEST CORNER OF A CONCRETE COLUMN
 GV1404'PAINTED BM, AND 10 INCHES NORTHEAST OF THE SOUTHWEST CORNER OF
 GV1404'THE BUILDING.  A CHISELED SQUARE.
 GV1404
 GV1404                          STATION RECOVERY (1997)
 GV1404
 GV1404'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1404'MARK NOT FOUND.
 GV1404
 GV1404                          STATION RECOVERY (2002)
 GV1404
 GV1404'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5098 ***********************************************************************
 GV5098  DESIGNATION -  185
 GV5098  PID         -  GV5098
 GV5098  STATE/COUNTY-  VA/KING WILLIAM
 GV5098  USGS QUAD   -  SPARTA (1985)
 GV5098
 GV5098                         *CURRENT SURVEY CONTROL
 GV5098  ___________________________________________________________________
 GV5098* NAD 83(1993)-  37 52 46.66736(N)    077 13 13.22712(W)     ADJUSTED  
 GV5098* NAVD 88     -        56.15   (+/-2cm)     184.2    (feet)  VERTCON   
 GV5098  ___________________________________________________________________
 GV5098  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV5098  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5098
 GV5098  HORZ ORDER  -  SECOND
 GV5098  VERT ORDER  -  THIRD ? (See Below)
 GV5098
 GV5098.The horizontal coordinates were established by classical geodetic methods
 GV5098.and adjusted by the National Geodetic Survey in November 1994..
 GV5098
 GV5098.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5098.The vertical order pertains to the NGVD 29 superseded value.
 GV5098
 GV5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5098
 GV5098.The geoid height was determined by GEOID03.
 GV5098
 GV5098;                    North         East     Units Scale Factor Converg.
 GV5098;SPC VA S     - 1,172,368.018 3,612,573.970   MT  0.99998527   +0 46 36.0
 GV5098;SPC VA S     - 3,846,344.07 11,852,253.10   sFT  0.99998527   +0 46 36.0
 GV5098;UTM  18      - 4,194,783.632   304,729.660   MT  1.00006966   -1 21 49.4
 GV5098
 GV5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5098!SPC VA S     -   0.99999637  x   0.99998527  =   0.99998164
 GV5098!UTM  18      -   0.99999637  x   1.00006966  =   1.00006603
 GV5098
 GV5098                          SUPERSEDED SURVEY CONTROL
 GV5098
 GV5098  NAD 83(1986)-  37 52 46.67111(N)    077 13 13.24288(W) AD(       ) 2
 GV5098  NAD 27      -  37 52 46.16900(N)    077 13 14.32600(W) AD(       ) 2
 GV5098  NGVD 29 (07/19/86)   56.44   (m)          185.2    (f) LEVELING    3  
 GV5098
 GV5098.Superseded values are not recommended for survey control.
 GV5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5098.See file dsdata.txt to determine how the superseded data were derived.
 GV5098
 GV5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0473094784(NAD 83)
 GV5098_MARKER: P = PIPE CAP
 GV5098_SETTING: 0 = UNSPECIFIED SETTING
 GV5098
 GV5098  HISTORY     - Date     Condition        Report By
 GV5098  HISTORY     - 1941     MONUMENTED       USGS
 GV5098  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV5098  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5098
 GV5098                          STATION DESCRIPTION
 GV5098
 GV5098'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 GV5098'STATION IS 1.75 MILES E OF DAWN, ON ROAD RIGHT-OF-WAY, AND AT
 GV5098'THE EDGE OF PROPERTY OWNED BY JIMMIE WALTER OF RICHMOND.  IT
 GV5098'IS 25 FEET W OF THE CENTER OF COUNTY HIGHWAY 600 AND 24 FEET
 GV5098'N OF A WOODS ROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 GV5098'SURVEY STONE PIPE BRASS CAP THAT PROJECTS 6 INCHES.  IT IS
 GV5098'STAMPED 185 FT. 1917.
 GV5098'
 GV5098'A TRAVERSE CONNECTION WAS MADE FROM STATION WALTER.
 GV5098
 GV5098                          STATION RECOVERY (1999)
 GV5098
 GV5098'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5098'MARK NOT FOUND.
 GV5098
 GV5098                          STATION RECOVERY (2003)
 GV5098
 GV5098'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5775 ***********************************************************************
 GV5775  DESIGNATION -  185 C OF R 1972
 GV5775  PID         -  GV5775
 GV5775  STATE/COUNTY-  VA/C OF RICHMOND
 GV5775  USGS QUAD   -  BON AIR (1994)
 GV5775
 GV5775                         *CURRENT SURVEY CONTROL
 GV5775  ___________________________________________________________________
 GV5775* NAD 83(1993)-  37 32 40.55437(N)    077 32 05.21447(W)     ADJUSTED  
 GV5775* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 GV5775  ___________________________________________________________________
 GV5775  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 GV5775  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5775
 GV5775  HORZ ORDER  -  SECOND
 GV5775  VERT ORDER  -  THIRD ? (See Below)
 GV5775
 GV5775.The horizontal coordinates were established by classical geodetic methods
 GV5775.and adjusted by the National Geodetic Survey in November 1994..
 GV5775
 GV5775.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5775.The vertical order pertains to the NGVD 29 superseded value.
 GV5775
 GV5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5775
 GV5775.The geoid height was determined by GEOID03.
 GV5775
 GV5775;                    North         East     Units Scale Factor Converg.
 GV5775;SPC VA S     - 1,134,856.890 3,585,293.323   MT  0.99995016   +0 35 08.9
 GV5775;SPC VA S     - 3,723,276.31 11,762,749.84   sFT  0.99995016   +0 35 08.9
 GV5775;UTM  18      - 4,158,308.895   276,064.798   MT  1.00021773   -1 32 43.0
 GV5775
 GV5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5775!SPC VA S     -   0.99999237  x   0.99995016  =   0.99994253
 GV5775!UTM  18      -   0.99999237  x   1.00021773  =   1.00021010
 GV5775
 GV5775                          SUPERSEDED SURVEY CONTROL
 GV5775
 GV5775  NAD 83(1986)-  37 32 40.56058(N)    077 32 05.23135(W) AD(       ) 2
 GV5775  NAD 27      -  37 32 40.03136(N)    077 32 06.28192(W) AD(       ) 2
 GV5775  NGVD 29 (07/19/86)   81.79   (m)          268.3    (f) LEVELING    3  
 GV5775
 GV5775.Superseded values are not recommended for survey control.
 GV5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5775.See file dsdata.txt to determine how the superseded data were derived.
 GV5775
 GV5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7606558309(NAD 83)
 GV5775_MARKER: Z = SEE DESCRIPTION
 GV5775_SETTING: 0 = UNSPECIFIED SETTING
 GV5775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5775
 GV5775  HISTORY     - Date     Condition        Report By
 GV5775  HISTORY     - 1972     MONUMENTED       VA2060
 GV5775  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5775  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5775  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5775
 GV5775                          STATION DESCRIPTION
 GV5775
 GV5775'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5775'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5775'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5775'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 2.15 MILES TO
 GV5775'INTERSECTION WITH CHEROKEE RD., THENCE NORTHWEST ON CHEROKEE
 GV5775'RD. 1.00 MILE TO CHEVERLY RD., THENCE SOUTHWEST ON CHEVERLY RD. 0.45
 GV5775'MILE TO POINT NO. 185.
 GV5775'
 GV5775'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5775'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5775'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT, SET ABOUT
 GV5775'8 INCHES BELOW THE GROUND.
 GV5775'
 GV5775'19.6 FEET N.W. OF C/L OF CHEVERLY RD., 108.4 FEET W. OF VEPCO LIGHT
 GV5775'POLE NO. 110907, 70.7 FEET N.W. OF 3 INCH DOGWOOD TREE, 31.7 S. OF 5
 GV5775'INCHE PINE TREE.
 GV5775'
 GV5775'NEAREST TOWN--RICHMOND.
 GV5775
 GV5775                          STATION RECOVERY (1995)
 GV5775
 GV5775'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5775'MARK NOT FOUND.
 GV5775
 GV5775                          STATION RECOVERY (1999)
 GV5775
 GV5775'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5775'MARK NOT FOUND.
 GV5775
 GV5775                          STATION RECOVERY (2004)
 GV5775
 GV5775'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5777 ***********************************************************************
 GV5777  DESIGNATION -  186 C OF R 1972
 GV5777  PID         -  GV5777
 GV5777  STATE/COUNTY-  VA/C OF RICHMOND
 GV5777  USGS QUAD   -  BON AIR (1994)
 GV5777
 GV5777                         *CURRENT SURVEY CONTROL
 GV5777  ___________________________________________________________________
 GV5777* NAD 83(1993)-  37 32 31.88709(N)    077 32 08.25348(W)     ADJUSTED  
 GV5777* NAVD 88     -        77.45   (+/-2cm)     254.1    (feet)  VERTCON   
 GV5777  ___________________________________________________________________
 GV5777  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV5777  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5777
 GV5777  HORZ ORDER  -  SECOND
 GV5777  VERT ORDER  -  THIRD ? (See Below)
 GV5777
 GV5777.The horizontal coordinates were established by classical geodetic methods
 GV5777.and adjusted by the National Geodetic Survey in November 1994..
 GV5777
 GV5777.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5777.The vertical order pertains to the NGVD 29 superseded value.
 GV5777
 GV5777.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5777
 GV5777.The geoid height was determined by GEOID03.
 GV5777
 GV5777;                    North         East     Units Scale Factor Converg.
 GV5777;SPC VA S     - 1,134,588.943 3,585,221.458   MT  0.99995003   +0 35 07.1
 GV5777;SPC VA S     - 3,722,397.22 11,762,514.07   sFT  0.99995003   +0 35 07.1
 GV5777;UTM  18      - 4,158,043.734   275,982.998   MT  1.00021818   -1 32 44.6
 GV5777
 GV5777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5777!SPC VA S     -   0.99999300  x   0.99995003  =   0.99994303
 GV5777!UTM  18      -   0.99999300  x   1.00021818  =   1.00021118
 GV5777
 GV5777|---------------------------------------------------------------------|
 GV5777| PID    Reference Object                     Distance      Geod. Az  |
 GV5777|                                                           dddmmss.s |
 GV5777| GV5775 185 C OF R 1972                     277.431 METERS 01536     |
 GV5777| GV5761 187 C OF R 1972                     APPROX. 0.7 KM 1272725.8 |
 GV5777|---------------------------------------------------------------------|
 GV5777
 GV5777                          SUPERSEDED SURVEY CONTROL
 GV5777
 GV5777  NAD 83(1986)-  37 32 31.89328(N)    077 32 08.27034(W) AD(       ) 2
 GV5777  NAD 27      -  37 32 31.36389(N)    077 32 09.32067(W) AD(       ) 2
 GV5777  NGVD 29 (07/19/86)   77.76   (m)          255.1    (f) LEVELING    3  
 GV5777
 GV5777.Superseded values are not recommended for survey control.
 GV5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5777.See file dsdata.txt to determine how the superseded data were derived.
 GV5777
 GV5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7598358044(NAD 83)
 GV5777_MARKER: Z = SEE DESCRIPTION
 GV5777_SETTING: 0 = UNSPECIFIED SETTING
 GV5777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5777
 GV5777  HISTORY     - Date     Condition        Report By
 GV5777  HISTORY     - 1972     MONUMENTED       VA2060
 GV5777  HISTORY     - 19951113 MARK NOT FOUND   USPSQD
 GV5777  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5777  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5777
 GV5777                          STATION DESCRIPTION
 GV5777
 GV5777'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5777'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5777'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5777'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILES TO
 GV5777'INTERSECTION WITH CHIPPENHAM PKWY., THENCE NORTH ON CHIPPENHAM
 GV5777'PKWY.  0.50 MILE TO POINT NO. 186.
 GV5777'
 GV5777'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5777'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5777'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5777'8 INCHES BELOW THE GROUND.
 GV5777'
 GV5777'61.0 FEET N.E. OF C/L OF CHIPPENHAM PKWY., 13.6 S.E. OF C/L OF FIRE
 GV5777'LANE, 32.3 FEET S.E. OF VEPCO NO. DA-23, 60.9 FEET S.W. OF 20 INCH
 GV5777'CEDAR TREE.
 GV5777'
 GV5777'NEAREST TOWN RICHMOND.
 GV5777
 GV5777                          STATION RECOVERY (1995)
 GV5777
 GV5777'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5777'MARK NOT FOUND.
 GV5777
 GV5777                          STATION RECOVERY (1999)
 GV5777
 GV5777'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5777'MARK NOT FOUND.
 GV5777
 GV5777                          STATION RECOVERY (2004)
 GV5777
 GV5777'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3538 ***********************************************************************
 HV3538  DESIGNATION -  186 USGS RESET 1953
 HV3538  PID         -  HV3538
 HV3538  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3538  USGS QUAD   -  GAINESVILLE (1994)
 HV3538
 HV3538                         *CURRENT SURVEY CONTROL
 HV3538  ___________________________________________________________________
 HV3538* NAD 83(1986)-  38 49 04.     (N)    077 31 35.     (W)     SCALED    
 HV3538* NAVD 88     -        55.992  (meters)     183.70   (feet)  ADJUSTED  
 HV3538  ___________________________________________________________________
 HV3538  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV3538  DYNAMIC HT  -          55.961 (meters)     183.60  (feet)  COMP
 HV3538  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 HV3538
 HV3538  VERT ORDER  -  SECOND    CLASS 0
 HV3538
 HV3538.The horizontal coordinates were scaled from a topographic map and have
 HV3538.an estimated accuracy of +/- 6 seconds.
 HV3538
 HV3538.The orthometric height was determined by differential leveling
 HV3538.and adjusted by the National Geodetic Survey in June 1991..
 HV3538
 HV3538.The geoid height was determined by GEOID03.
 HV3538
 HV3538.The dynamic height is computed by dividing the NAVD 88
 HV3538.geopotential number by the normal gravity value computed on the
 HV3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3538.degrees latitude (g = 980.6199 gals.).
 HV3538
 HV3538.The modeled gravity was interpolated from observed gravity values.
 HV3538
 HV3538;                    North         East    Units  Estimated Accuracy
 HV3538;SPC VA N     - 2,128,220.    3,584,550.      MT  (+/- 180 meters Scaled)
 HV3538
 HV3538                          SUPERSEDED SURVEY CONTROL
 HV3538
 HV3538  NGVD 29 (??/??/??)   56.222  (m)          184.46   (f) ADJUSTED    2 0
 HV3538
 HV3538.Superseded values are not recommended for survey control.
 HV3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3538.See file dsdata.txt to determine how the superseded data were derived.
 HV3538
 HV3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH806995(NAD 83)
 HV3538_MARKER: DD = SURVEY DISK
 HV3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3538_STAMPING: 186 RESET 1953
 HV3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3538+STABILITY: SURFACE MOTION
 HV3538
 HV3538  HISTORY     - Date     Condition        Report By
 HV3538  HISTORY     - 1953     MONUMENTED       USGS
 HV3538  HISTORY     - 1960     GOOD             CGS
 HV3538
 HV3538                          STATION DESCRIPTION
 HV3538
 HV3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3538'5.6 MI SW FROM CENTREVILLE.
 HV3538'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 211 AND 29 FROM
 HV3538'THE JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, AT THE JUNCTION
 HV3538'OF STATE HIGHWAY 234, AT STONE HOUSE, 338 FEET SOUTH OF THE
 HV3538'JUNCTION OF THE WEST-BOUND LANE OF U.S. HIGHWAY 211 AND 29, 139
 HV3538'FEET SOUTHEAST OF CENTER OF YOUNGS BRANCH, 3 FEET NORTH OF A
 HV3538'15-INCH WALNUT TREE, AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0108 ***********************************************************************
 GX0108  DESIGNATION -  1864
 GX0108  PID         -  GX0108
 GX0108  STATE/COUNTY-  VA/CRAIG
 GX0108  USGS QUAD   -  PAINT BANK (1981)
 GX0108
 GX0108                         *CURRENT SURVEY CONTROL
 GX0108  ___________________________________________________________________
 GX0108* NAD 83(1986)-  37 34 08.     (N)    080 15 41.     (W)     SCALED    
 GX0108* NAVD 88     -       568.279  (meters)    1864.43   (feet)  ADJUSTED  
 GX0108  ___________________________________________________________________
 GX0108  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GX0108  DYNAMIC HT  -         567.792 (meters)    1862.83  (feet)  COMP
 GX0108  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GX0108
 GX0108  VERT ORDER  -  SECOND    CLASS 0
 GX0108
 GX0108.The horizontal coordinates were scaled from a topographic map and have
 GX0108.an estimated accuracy of +/- 6 seconds.
 GX0108
 GX0108.The orthometric height was determined by differential leveling
 GX0108.and adjusted by the National Geodetic Survey in June 1991..
 GX0108
 GX0108.The geoid height was determined by GEOID03.
 GX0108
 GX0108.The dynamic height is computed by dividing the NAVD 88
 GX0108.geopotential number by the normal gravity value computed on the
 GX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0108.degrees latitude (g = 980.6199 gals.).
 GX0108
 GX0108.The modeled gravity was interpolated from observed gravity values.
 GX0108
 GX0108;                    North         East    Units  Estimated Accuracy
 GX0108;SPC VA S     - 1,138,570.    3,344,410.      MT  (+/- 180 meters Scaled)
 GX0108
 GX0108                          SUPERSEDED SURVEY CONTROL
 GX0108
 GX0108  NGVD 29 (??/??/92)  568.422  (m)         1864.90   (f) ADJ UNCH    2 0
 GX0108
 GX0108.Superseded values are not recommended for survey control.
 GX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0108.See file dsdata.txt to determine how the superseded data were derived.
 GX0108
 GX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB652582(NAD 83)
 GX0108_MARKER: DD = SURVEY DISK
 GX0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0108_SP_SET: BRIDGE
 GX0108_STAMPING: 1964 1920
 GX0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0108
 GX0108  HISTORY     - Date     Condition        Report By
 GX0108  HISTORY     - 1920     MONUMENTED       USGS
 GX0108  HISTORY     - 1935     GOOD             NGS
 GX0108  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0108
 GX0108                          STATION DESCRIPTION
 GX0108
 GX0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0108'AT PAINT BANK.
 GX0108'AT PAINT BANK, CRAIG COUNTY, AT AN OLD HIGHWAY BRIDGE OVER POTTS
 GX0108'CREEK, AND IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL.
 GX0108'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1964 1920.
 GX0108'NOTE-- IT WAS REPORTED IN APRIL 1935 THAT THIS BENCH MARK WOULD
 GX0108'BE DESTROYED IN THE NEAR FUTURE.  NO LATER INFORMATION HAS BEEN
 GX0108'RECEIVED.
 GX0108
 GX0108                          STATION RECOVERY (1963)
 GX0108
 GX0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5761 ***********************************************************************
 GV5761  DESIGNATION -  187 C OF R 1972
 GV5761  PID         -  GV5761
 GV5761  STATE/COUNTY-  VA/C OF RICHMOND
 GV5761  USGS QUAD   -  BON AIR (1994)
 GV5761
 GV5761                         *CURRENT SURVEY CONTROL
 GV5761  ___________________________________________________________________
 GV5761* NAD 83(1993)-  37 32 18.75011(N)    077 31 46.72116(W)     ADJUSTED  
 GV5761* NAVD 88     -        66.82   (+/-2cm)     219.2    (feet)  VERTCON   
 GV5761  ___________________________________________________________________
 GV5761  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 GV5761  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5761
 GV5761  HORZ ORDER  -  SECOND
 GV5761  VERT ORDER  -  THIRD ? (See Below)
 GV5761
 GV5761.The horizontal coordinates were established by classical geodetic methods
 GV5761.and adjusted by the National Geodetic Survey in November 1994..
 GV5761
 GV5761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5761.The vertical order pertains to the NGVD 29 superseded value.
 GV5761
 GV5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5761
 GV5761.The geoid height was determined by GEOID03.
 GV5761
 GV5761;                    North         East     Units Scale Factor Converg.
 GV5761;SPC VA S     - 1,134,189.388 3,585,754.159   MT  0.99994984   +0 35 20.2
 GV5761;SPC VA S     - 3,721,086.35 11,764,261.77   sFT  0.99994984   +0 35 20.2
 GV5761;UTM  18      - 4,157,624.537   276,500.612   MT  1.00021533   -1 32 31.0
 GV5761
 GV5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5761!SPC VA S     -   0.99999467  x   0.99994984  =   0.99994451
 GV5761!UTM  18      -   0.99999467  x   1.00021533  =   1.00021000
 GV5761
 GV5761|---------------------------------------------------------------------|
 GV5761| PID    Reference Object                     Distance      Geod. Az  |
 GV5761|                                                           dddmmss.s |
 GV5761| GV5705 SMITH                               130.105 METERS 16119     |
 GV5761| GV5777 186 C OF R 1972                     APPROX. 0.7 KM 3072738.9 |
 GV5761|---------------------------------------------------------------------|
 GV5761
 GV5761                          SUPERSEDED SURVEY CONTROL
 GV5761
 GV5761  NAD 83(1986)-  37 32 18.75632(N)    077 31 46.73797(W) AD(       ) 2
 GV5761  NAD 27      -  37 32 18.22691(N)    077 31 47.78878(W) AD(       ) 2
 GV5761  NGVD 29 (07/19/86)   67.13   (m)          220.2    (f) LEVELING    3  
 GV5761
 GV5761.Superseded values are not recommended for survey control.
 GV5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5761.See file dsdata.txt to determine how the superseded data were derived.
 GV5761
 GV5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7650157625(NAD 83)
 GV5761_MARKER: Z = SEE DESCRIPTION
 GV5761_SETTING: 0 = UNSPECIFIED SETTING
 GV5761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5761
 GV5761  HISTORY     - Date     Condition        Report By
 GV5761  HISTORY     - 1972     MONUMENTED       VA2060
 GV5761  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5761  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5761  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5761
 GV5761                          STATION DESCRIPTION
 GV5761
 GV5761'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5761'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5761'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5761'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILE TO
 GV5761'INTERSECTION WITH CHIPPENHAM PKWY., THENCE NORTH ON CHIPPENHAM
 GV5761'PKWY.  0.05 MILE TO POINT NO. 187.
 GV5761'
 GV5761'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5761'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5761'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5761'8 INCHES BELOW GROUND.
 GV5761'
 GV5761'28.1 FEET N.E. OF C/L OF CHIPPENHAM PKWY., 82.8 FEET S.E. OF END OF
 GV5761'CONC. MED. IN CENTER OF CHIPPENHAM PKWY., 71.3 FEET W. OF 10 INCH
 GV5761'PINE TREE, 116.7 FEET S.W. OF 12 INCH OAK TREE.
 GV5761'
 GV5761'NEAREST TOWN--RICHMOND.
 GV5761
 GV5761                          STATION RECOVERY (1995)
 GV5761
 GV5761'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5761'MARK NOT FOUND.
 GV5761
 GV5761                          STATION RECOVERY (1999)
 GV5761
 GV5761'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5761'MARK NOT FOUND.
 GV5761
 GV5761                          STATION RECOVERY (2004)
 GV5761
 GV5761'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3251 ***********************************************************************
 HV3251  DESIGNATION -  187.28 USGS
 HV3251  PID         -  HV3251
 HV3251  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3251  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3251
 HV3251                         *CURRENT SURVEY CONTROL
 HV3251  ___________________________________________________________________
 HV3251* NAD 83(1986)-  38 21 32.     (N)    077 41 08.     (W)     SCALED    
 HV3251* NAVD 88     -        56.798  (meters)     186.34   (feet)  ADJUSTED  
 HV3251  ___________________________________________________________________
 HV3251  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV3251  DYNAMIC HT  -          56.763 (meters)     186.23  (feet)  COMP
 HV3251  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 HV3251
 HV3251  VERT ORDER  -  SECOND    CLASS 0
 HV3251
 HV3251.The horizontal coordinates were scaled from a topographic map and have
 HV3251.an estimated accuracy of +/- 6 seconds.
 HV3251
 HV3251.The orthometric height was determined by differential leveling
 HV3251.and adjusted by the National Geodetic Survey in June 1991..
 HV3251
 HV3251.The geoid height was determined by GEOID03.
 HV3251
 HV3251.The dynamic height is computed by dividing the NAVD 88
 HV3251.geopotential number by the normal gravity value computed on the
 HV3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3251.degrees latitude (g = 980.6199 gals.).
 HV3251
 HV3251.The modeled gravity was interpolated from observed gravity values.
 HV3251
 HV3251;                    North         East    Units  Estimated Accuracy
 HV3251;SPC VA N     - 2,077,150.    3,571,180.      MT  (+/- 180 meters Scaled)
 HV3251
 HV3251                          SUPERSEDED SURVEY CONTROL
 HV3251
 HV3251  NGVD 29 (??/??/??)   57.053  (m)          187.18   (f) ADJUSTED    2 0
 HV3251
 HV3251.Superseded values are not recommended for survey control.
 HV3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3251.See file dsdata.txt to determine how the superseded data were derived.
 HV3251
 HV3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH653490(NAD 83)
 HV3251_MARKER: Q = CHISELED SQUARE
 HV3251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3251_SP_SET: BRIDGE ABUTMENT
 HV3251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3251
 HV3251  HISTORY     - Date     Condition        Report By
 HV3251  HISTORY     - UNK      MONUMENTED       USGS
 HV3251  HISTORY     - 1964     GOOD             CGS
 HV3251  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3251
 HV3251                          STATION DESCRIPTION
 HV3251
 HV3251'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3251'3.8 MI SE FROM RICHARDSVILLE.
 HV3251'IN SPOTSYLVANIA COUNTY, 3.8 MILES SOUTHEAST ALONG SECONDARY STATE
 HV3251'HIGHWAY 610 FROM RICHARDSVILLE, CULPEPER COUNTY, AT THE BRIDGE
 HV3251'OVER RAPIDAN RIVER, AND ON THE TOP OF THE SOUTH ABUTMENT.  A
 HV3251'CHISELED SQUARE.
 HV3251
 HV3251                          STATION RECOVERY (1998)
 HV3251
 HV3251'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0234 ***********************************************************************
 GA0234  DESIGNATION -  1893
 GA0234  PID         -  GA0234
 GA0234  STATE/COUNTY-  VA/WASHINGTON
 GA0234  USGS QUAD   -  WALLACE (1968)
 GA0234
 GA0234                         *CURRENT SURVEY CONTROL
 GA0234  ___________________________________________________________________
 GA0234* NAD 83(1986)-  36 38 58.     (N)    082 14 49.     (W)     SCALED    
 GA0234* NAVD 88     -       576.698  (meters)    1892.05   (feet)  POSTED    
 GA0234  ___________________________________________________________________
 GA0234  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA0234  DYNAMIC HT  -         576.170 (meters)    1890.32  (feet)  COMP
 GA0234  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 GA0234
 GA0234  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA0234
 GA0234.The horizontal coordinates were scaled from a topographic map and have
 GA0234.an estimated accuracy of +/- 6 seconds.
 GA0234
 GA0234.The orthometric height was determined by differential leveling
 GA0234.and adjusted by the National Geodetic Survey in 1992..
 GA0234.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA0234.rate of 3.1 thru 4.0 mm/km.
 GA0234
 GA0234.The geoid height was determined by GEOID03.
 GA0234
 GA0234.The dynamic height is computed by dividing the NAVD 88
 GA0234.geopotential number by the normal gravity value computed on the
 GA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0234.degrees latitude (g = 980.6199 gals.).
 GA0234
 GA0234.The modeled gravity was interpolated from observed gravity values.
 GA0234
 GA0234;                    North         East    Units  Estimated Accuracy
 GA0234;SPC VA S     - 1,041,730.    3,165,030.      MT  (+/- 180 meters Scaled)
 GA0234
 GA0234                          SUPERSEDED SURVEY CONTROL
 GA0234
 GA0234  NGVD 29 (??/??/92)  576.830  (m)         1892.48   (f) ADJ UNCH    2 0
 GA0234
 GA0234.Superseded values are not recommended for survey control.
 GA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0234.See file dsdata.txt to determine how the superseded data were derived.
 GA0234
 GA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA885567(NAD 83)
 GA0234_MARKER: DD = SURVEY DISK
 GA0234_SETTING: 66 = SET IN ROCK OUTCROP
 GA0234_SP_SET: ROCK OUTCROP
 GA0234_STAMPING: 1893
 GA0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0234+STABILITY: POSITION/ELEVATION WELL
 GA0234
 GA0234  HISTORY     - Date     Condition        Report By
 GA0234  HISTORY     - UNK      MONUMENTED       USGS
 GA0234  HISTORY     - 1935     GOOD             NGS
 GA0234
 GA0234                          STATION DESCRIPTION
 GA0234
 GA0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0234'2.6 MI SW FROM BENHAM.
 GA0234'2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 75 FROM THE SOUTHERN
 GA0234'RAILWAY STATION AT BENHAM, WASHINGTON COUNTY, AT A WHITE CHURCH,
 GA0234'50 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 24 YARDS WEST
 GA0234'OF THE SOUTHWEST CORNER OF THE CHURCH, 20 YARDS EAST OF THE
 GA0234'NORTHEAST CORNER OF A LOG CABIN, 10 FEET SOUTH OF A 10-INCH CEDAR
 GA0234'TREE, IN THE TOP OF A ROCK OUTCROP, AND 30 FEET HIGHER THAN
 GA0234'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GA0234'STAMPED 1893.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8296 ***********************************************************************
 HV8296  DESIGNATION -  18TH
 HV8296  PID         -  HV8296
 HV8296  STATE/COUNTY-  VA/FAIRFAX
 HV8296  USGS QUAD   -  ALEXANDRIA (1994)
 HV8296
 HV8296                         *CURRENT SURVEY CONTROL
 HV8296  ___________________________________________________________________
 HV8296* NAD 83(1993)-  38 47 02.95097(N)    077 03 20.84149(W)     ADJUSTED  
 HV8296* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 HV8296  ___________________________________________________________________
 HV8296  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HV8296  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV8296
 HV8296  HORZ ORDER  -  SECOND
 HV8296
 HV8296.The horizontal coordinates were established by classical geodetic methods
 HV8296.and adjusted by the National Geodetic Survey in November 1994..
 HV8296
 HV8296.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8296
 HV8296.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8296
 HV8296.The geoid height was determined by GEOID03.
 HV8296
 HV8296;                    North         East     Units Scale Factor Converg.
 HV8296;SPC VA N     - 2,125,027.248 3,625,474.874   MT  0.99995260   +0 54 04.9
 HV8296;SPC VA N     - 6,971,860.23 11,894,578.82   sFT  0.99995260   +0 54 04.9
 HV8296;SPC MD       -   124,046.967   395,152.762   MT  0.99995112   -0 02 06.1
 HV8296;SPC MD       -   406,977.42  1,296,430.35   sFT  0.99995112   -0 02 06.1
 HV8296;UTM  18      - 4,294,831.333   321,437.674   MT  0.99999264   -1 17 17.0
 HV8296
 HV8296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8296!SPC VA N     -   1.00000473  x   0.99995260  =   0.99995733
 HV8296!SPC MD       -   1.00000473  x   0.99995112  =   0.99995585
 HV8296!UTM  18      -   1.00000473  x   0.99999264  =   0.99999737
 HV8296
 HV8296                          SUPERSEDED SURVEY CONTROL
 HV8296
 HV8296  NAD 83(1993)-  38 47 02.94966(N)    077 03 20.84522(W) AD(       ) 2
 HV8296  NAD 83(1986)-  38 47 02.94934(N)    077 03 20.85598(W) AD(       ) 2
 HV8296  NGVD 29 (01/12/90)    2.3    (m)            8.     (f) VERT ANG       
 HV8296
 HV8296.Superseded values are not recommended for survey control.
 HV8296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8296.See file dsdata.txt to determine how the superseded data were derived.
 HV8296
 HV8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2143894831(NAD 83)
 HV8296_MARKER: Z = SEE DESCRIPTION
 HV8296_SETTING: 0 = UNSPECIFIED SETTING
 HV8296_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8296
 HV8296  HISTORY     - Date     Condition        Report By
 HV8296  HISTORY     - 1976     MONUMENTED       VA-059
 HV8296
 HV8296                          STATION DESCRIPTION
 HV8296
 HV8296'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8296'THE STATION IS LOCATED ABOUT 7.1 MILES EAST OF SPRINGFIELD, 5.3 MILES
 HV8296'NORTH OF MT VERNON, 1.4 MILES SOUTH OF ALEXANDRIA, IN THE EASTERN
 HV8296'SIDE OF THE BELLE HAVEN COUNTRY CLUB GOLF COURSE IN THE ASPHALT CART
 HV8296'PATH JUST BEHIND THE 18TH TEE. SEE FAIRFAX COUNTY TAX MAP 83-4,
 HV8296'REVISED TO 1-1-76.
 HV8296'
 HV8296'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 241, NORTH KINGS
 HV8296'HIGHWAY, AND US ROUTE 1 IN PENN DAW, GO NORTH ON US ROUTE 1 FOR 1.2
 HV8296'MILES TO THE JUNCTION WITH ROUTE 629, FORT HUNT ROAD. TURN RIGHT AND
 HV8296'GO SOUTH ON ROUTE 629 FOR 0.35 MILES TO THE BELLE HAVEN COUNTRY CLUB
 HV8296'AND PARKING ON THE LEFT. ACCESS TO STATION IS TO BE MADE BY FOOT AND
 HV8296'IS 2800 FEET EAST OF THE CLUB HOUSE BEHIND THE 18TH TEE.
 HV8296'
 HV8296'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8296'CO DPW SUR---. SET INTO THE ASPHALT SURFACE OF THE CART PATH. LOCATED
 HV8296'24 FEET N FROM THE PGA DISTANCE MONUMENT ON THE 18TH TEE.
 HV8296'
 HV8296'REFERENCE MARK NO. 01 IS THE TOP OF THE GOLF BALL CLEANER IN THE
 HV8296'GROUND BETWEEN THE ASPHALT CART PATH AND THE 18TH TEE. LOCATED 39
 HV8296'FEET E FROM THE PGA DISTANCE MONUMENT ON THE 18TH TEE.
 HV8296'
 HV8296'REFERENCE MARK NO. 02 IS A NAIL IN THE SIDE OF AN 8 INCH PINE TREE
 HV8296'BETWEEN THE ASPHALT CART PATH AND THE 18TH TEE. LOCATED 9 FEET W FROM
 HV8296'THE PGA DISTANCE MONUMENT ON THE 18TH TEE.
 HV8296'
 HV8296'REFERENCE MARK NO. 03 IS A NAIL IN THE SIDE OF A 12 INCH PINE TREE
 HV8296'BETWEEN THE ASPHALT CART PATH AND A POND. LOCATED 33 FEET NW FROM THE
 HV8296'PGA DISTANCE MONUMENT ON THE 18TH TEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0583 ***********************************************************************
 FY0583  DESIGNATION -  19
 FY0583  PID         -  FY0583
 FY0583  STATE/COUNTY-  VA/HALIFAX
 FY0583  USGS QUAD   -  CLOVER (1988)
 FY0583
 FY0583                         *CURRENT SURVEY CONTROL
 FY0583  ___________________________________________________________________
 FY0583* NAD 83(1986)-  36 48 54.     (N)    078 44 47.     (W)     SCALED    
 FY0583* NAVD 88     -       138.434  (meters)     454.18   (feet)  ADJUSTED  
 FY0583  ___________________________________________________________________
 FY0583  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0583  DYNAMIC HT  -         138.329 (meters)     453.83  (feet)  COMP
 FY0583  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 FY0583
 FY0583  VERT ORDER  -  SECOND    CLASS 0
 FY0583
 FY0583.The horizontal coordinates were scaled from a topographic map and have
 FY0583.an estimated accuracy of +/- 6 seconds.
 FY0583
 FY0583.The orthometric height was determined by differential leveling
 FY0583.and adjusted by the National Geodetic Survey in June 1991..
 FY0583
 FY0583.The geoid height was determined by GEOID03.
 FY0583
 FY0583.The dynamic height is computed by dividing the NAVD 88
 FY0583.geopotential number by the normal gravity value computed on the
 FY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0583.degrees latitude (g = 980.6199 gals.).
 FY0583
 FY0583.The modeled gravity was interpolated from observed gravity values.
 FY0583
 FY0583;                    North         East    Units  Estimated Accuracy
 FY0583;SPC VA S     - 1,053,480.    3,478,020.      MT  (+/- 180 meters Scaled)
 FY0583
 FY0583                          SUPERSEDED SURVEY CONTROL
 FY0583
 FY0583  NGVD 29 (??/??/92)  138.693  (m)          455.03   (f) ADJ UNCH    2 0
 FY0583
 FY0583.Superseded values are not recommended for survey control.
 FY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0583.See file dsdata.txt to determine how the superseded data were derived.
 FY0583
 FY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA010767(NAD 83)
 FY0583_MARKER: DD = SURVEY DISK
 FY0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0583_SP_SET: BRIDGE
 FY0583_STAMPING: 19 JWM 455 1953
 FY0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0583
 FY0583  HISTORY     - Date     Condition        Report By
 FY0583  HISTORY     - 1953     MONUMENTED       USGS
 FY0583  HISTORY     - 1965     GOOD             NGS
 FY0583
 FY0583                          STATION DESCRIPTION
 FY0583
 FY0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0583'1.6 MI S FROM CLOVER.
 FY0583'1.6 MILES SOUTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE IN
 FY0583'CLOVER, 17 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 10 FEET
 FY0583'SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF THE NORTH END
 FY0583'OF BRIDGE BANNISTER, SET IN THE TOP OF NORTH END OF NORTH HEADWALL
 FY0583'OF A BRIDGE OVER THE SOUTHERN RAILROAD AND IS ABOUT LEVEL WITH
 FY0583'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9564 ***********************************************************************
 HV9564  DESIGNATION -  19 AAM
 HV9564  PID         -  HV9564
 HV9564  STATE/COUNTY-  VA/FAIRFAX
 HV9564  USGS QUAD   -  VIENNA (1994)
 HV9564
 HV9564                         *CURRENT SURVEY CONTROL
 HV9564  ___________________________________________________________________
 HV9564* NAD 83(1986)-  38 57 10.     (N)    077 17 28.     (W)     SCALED    
 HV9564* NAVD 88     -        60.876  (meters)     199.72   (feet)  ADJUSTED  
 HV9564  ___________________________________________________________________
 HV9564  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV9564  DYNAMIC HT  -          60.844 (meters)     199.62  (feet)  COMP
 HV9564  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 HV9564
 HV9564  VERT ORDER  -  THIRD
 HV9564
 HV9564.The horizontal coordinates were scaled from a topographic map and have
 HV9564.an estimated accuracy of +/- 6 seconds.
 HV9564
 HV9564.The orthometric height was determined by differential leveling
 HV9564.and adjusted by the National Geodetic Survey in September 2004..
 HV9564
 HV9564.The geoid height was determined by GEOID03.
 HV9564
 HV9564.The dynamic height is computed by dividing the NAVD 88
 HV9564.geopotential number by the normal gravity value computed on the
 HV9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9564.degrees latitude (g = 980.6199 gals.).
 HV9564
 HV9564.The modeled gravity was interpolated from observed gravity values.
 HV9564
 HV9564;                    North         East    Units  Estimated Accuracy
 HV9564;SPC VA N     - 2,143,450.    3,604,790.      MT  (+/- 180 meters Scaled)
 HV9564
 HV9564                          SUPERSEDED SURVEY CONTROL
 HV9564
 HV9564.No superseded survey control is available for this station.
 HV9564
 HV9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ014140(NAD 83)
 HV9564_MARKER: DD = SURVEY DISK
 HV9564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9564_SP_SET: BRIDGE ABUTMENT
 HV9564_STAMPING: 19 AAM 1963
 HV9564_MARK LOGO: USGS  
 HV9564_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9564+STABILITY: SURFACE MOTION
 HV9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9564+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9564
 HV9564  HISTORY     - Date     Condition        Report By
 HV9564  HISTORY     - 1963     MONUMENTED       USGS
 HV9564  HISTORY     - 19920120 GOOD             VA-059
 HV9564
 HV9564                          STATION DESCRIPTION
 HV9564
 HV9564'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1992
 HV9564'THE STATION IS LOCATED FAIRFAX COUNTY, VA.  IT IS ABOUT 4.7 MILES
 HV9564'(7.6 KM) NORTH-NORTHEAST FROM THE TOWN OF OAKTON, 5.1 MILES (8.2 KM)
 HV9564'SOUTH-SOUTHEAST FROM THRE TOWN OF HERNDON AND 3.1 MILES (5.0 KM)
 HV9564'SOUTH FROM THE TOWN OF GREAT FALLS.  TO REACH THE STATION FROM THE
 HV9564'JUNCTION OF ROUTE 7 AND BEULAH ROAD, ROUTE 702, PROCEED SOUTH AND
 HV9564'WEST ON BEULAH ROAD TO INTERSECTION WITH BROWNS MILL ROAD (RTE 675 )
 HV9564'ON THE RIGHT.  THENCE WITH BROWNS MILL ROAD FOR 0.4 MILES (0.6 KM) TO
 HV9564'THE BRIDGE AT DIFFICULT RUN AND THE STATION, IN THE SOUTHWEST END OF
 HV9564'THE OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5634 ***********************************************************************
 GV5634  DESIGNATION -  19 C OF R 1972
 GV5634  PID         -  GV5634
 GV5634  STATE/COUNTY-  VA/CHESTERFIELD
 GV5634  USGS QUAD   -  CHESTERFIELD (1994)
 GV5634
 GV5634                         *CURRENT SURVEY CONTROL
 GV5634  ___________________________________________________________________
 GV5634* NAD 83(1993)-  37 28 03.70629(N)    077 30 27.17511(W)     ADJUSTED  
 GV5634* NAVD 88     -        47.67   (+/-2cm)     156.4    (feet)  VERTCON   
 GV5634  ___________________________________________________________________
 GV5634  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5634  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5634
 GV5634  HORZ ORDER  -  SECOND
 GV5634  VERT ORDER  -  THIRD ? (See Below)
 GV5634
 GV5634.The horizontal coordinates were established by classical geodetic methods
 GV5634.and adjusted by the National Geodetic Survey in September 1995..
 GV5634
 GV5634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5634.The vertical order pertains to the NGVD 29 superseded value.
 GV5634
 GV5634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5634
 GV5634.The geoid height was determined by GEOID03.
 GV5634
 GV5634;                    North         East     Units Scale Factor Converg.
 GV5634;SPC VA S     - 1,126,347.593 3,587,789.467   MT  0.99994693   +0 36 08.4
 GV5634;SPC VA S     - 3,695,358.73 11,770,939.28   sFT  0.99994693   +0 36 08.4
 GV5634;UTM  18      - 4,149,710.450   278,243.570   MT  1.00020578   -1 31 33.6
 GV5634
 GV5634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5634!SPC VA S     -   0.99999770  x   0.99994693  =   0.99994463
 GV5634!UTM  18      -   0.99999770  x   1.00020578  =   1.00020348
 GV5634
 GV5634|---------------------------------------------------------------------|
 GV5634| PID    Reference Object                     Distance      Geod. Az  |
 GV5634|                                                           dddmmss.s |
 GV5634| GV5632 92 C OF R 1972                      180.769 METERS 06829     |
 GV5634| GV5630 18                                  383.011 METERS 12705     |
 GV5634| GV5638 20                                  APPROX. 0.6 KM 3202858.0 |
 GV5634|---------------------------------------------------------------------|
 GV5634
 GV5634                          SUPERSEDED SURVEY CONTROL
 GV5634
 GV5634  NAD 83(1993)-  37 28 03.70625(N)    077 30 27.17499(W) AD(       ) 2
 GV5634  NAD 83(1986)-  37 28 03.71243(N)    077 30 27.19211(W) AD(       ) 2
 GV5634  NAD 27      -  37 28 03.17957(N)    077 30 28.24076(W) AD(       ) 2
 GV5634  NGVD 29 (07/19/86)   47.98   (m)          157.4    (f) LEVELING    3  
 GV5634
 GV5634.Superseded values are not recommended for survey control.
 GV5634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5634.See file dsdata.txt to determine how the superseded data were derived.
 GV5634
 GV5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7824449710(NAD 83)
 GV5634_MARKER: Z = SEE DESCRIPTION
 GV5634_SETTING: 0 = UNSPECIFIED SETTING
 GV5634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5634
 GV5634  HISTORY     - Date     Condition        Report By
 GV5634  HISTORY     - 1972     MONUMENTED       VA2060
 GV5634  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5634  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5634
 GV5634                          STATION DESCRIPTION
 GV5634
 GV5634'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5634'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5634'NORTH ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5634'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5634'CHIPPENHAM PKWY. 1.60 MILES TO POINT NO. 19.
 GV5634'
 GV5634'CENTER OF STEEL AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5634'
 GV5634'14.7 FEET N. C/L OF WALMSLEY BLVD., 35.5 FEET S. W. C/L OF
 GV5634'CHIPPENHAM PKWY., 39.8 FEET E. OF BACK EDGE OF CONC. DRAIN DITCH.
 GV5634'
 GV5634'NEAREST TOWN--RICHMOND.
 GV5634
 GV5634                          STATION RECOVERY (1999)
 GV5634
 GV5634'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5634'MARK NOT FOUND.
 GV5634
 GV5634                          STATION RECOVERY (2005)
 GV5634
 GV5634'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5634'MARK NOT FOUND DUE TO ROAD WIDEING OF CHIPPENHAM PARKWAY RT 150.
 GV5634'ESTIMATED AREA OF MARK IS UNDER ROAD PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1008 ***********************************************************************
 GV1008  DESIGNATION -  19 USGS
 GV1008  PID         -  GV1008
 GV1008  STATE/COUNTY-  VA/RICHMOND
 GV1008  USGS QUAD   -  HAYNESVILLE (1981)
 GV1008
 GV1008                         *CURRENT SURVEY CONTROL
 GV1008  ___________________________________________________________________
 GV1008* NAD 83(1986)-  37 55 31.     (N)    076 43 21.     (W)     SCALED    
 GV1008* NAVD 88     -         5.364  (meters)      17.60   (feet)  ADJUSTED  
 GV1008  ___________________________________________________________________
 GV1008  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 GV1008  DYNAMIC HT  -           5.360 (meters)      17.59  (feet)  COMP
 GV1008  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 GV1008
 GV1008  VERT ORDER  -  SECOND    CLASS 0
 GV1008
 GV1008.The horizontal coordinates were scaled from a topographic map and have
 GV1008.an estimated accuracy of +/- 6 seconds.
 GV1008
 GV1008.The orthometric height was determined by differential leveling
 GV1008.and adjusted by the National Geodetic Survey in June 1991..
 GV1008
 GV1008.The geoid height was determined by GEOID03.
 GV1008
 GV1008.The dynamic height is computed by dividing the NAVD 88
 GV1008.geopotential number by the normal gravity value computed on the
 GV1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1008.degrees latitude (g = 980.6199 gals.).
 GV1008
 GV1008.The modeled gravity was interpolated from observed gravity values.
 GV1008
 GV1008;                    North         East    Units  Estimated Accuracy
 GV1008;SPC VA S     - 1,178,140.    3,656,270.      MT  (+/- 180 meters Scaled)
 GV1008
 GV1008                          SUPERSEDED SURVEY CONTROL
 GV1008
 GV1008  NGVD 29 (05/17/90)    5.609  (m)           18.40   (f) ADJUSTED    2 0
 GV1008
 GV1008.Superseded values are not recommended for survey control.
 GV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1008.See file dsdata.txt to determine how the superseded data were derived.
 GV1008
 GV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG486989(NAD 83)
 GV1008_MARKER: P = PIPE CAP
 GV1008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1008_STAMPING: 19 1916
 GV1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1008
 GV1008  HISTORY     - Date     Condition        Report By
 GV1008  HISTORY     - 1916     MONUMENTED       USGS
 GV1008  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1008  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1008  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV1008  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1008  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1008
 GV1008                          STATION DESCRIPTION
 GV1008
 GV1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1008'3.3 MI SE FROM WARSAW.
 GV1008'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COUNTY
 GV1008'COURTHOUSE AT WARSAW, RICHMOND COUNTY, 3.1 MILES NORTHWEST OF THE
 GV1008'POST OFFICE AT EMMERTON, AT THE TOTUSKEY BRIDGE STORE, 65 FEET
 GV1008'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.4 FEET NORTHEAST
 GV1008'OF THE NORTH CORNER OF THE BUILDING.  A UNITED STATES GEOLOGICAL
 GV1008'SURVEY STANDARD CAP, STAMPED 19 1916 AND RIVETED ON THE TOP
 GV1008'OF A 3-1/2-INCH IRON PIPE.NOTE--STORE REMOVED AND ROAD WIDENED.
 GV1008
 GV1008                          STATION RECOVERY (1989)
 GV1008
 GV1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1008'MARK NOT FOUND.
 GV1008
 GV1008                          STATION RECOVERY (1994)
 GV1008
 GV1008'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1008'MARK NOT FOUND.
 GV1008
 GV1008                          STATION RECOVERY (1999)
 GV1008
 GV1008'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1008'MARK NOT FOUND.
 GV1008
 GV1008                          STATION RECOVERY (2003)
 GV1008
 GV1008'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0675 ***********************************************************************
 GV0675  DESIGNATION -  19 VA USGS
 GV0675  PID         -  GV0675
 GV0675  STATE/COUNTY-  VA/NEW KENT
 GV0675  USGS QUAD   -  WALKERS (1981)
 GV0675
 GV0675                         *CURRENT SURVEY CONTROL
 GV0675  ___________________________________________________________________
 GV0675* NAD 83(1986)-  37 25 45.     (N)    076 59 19.     (W)     SCALED    
 GV0675* NAVD 88     -         5.367  (meters)      17.61   (feet)  POSTED    
 GV0675  ___________________________________________________________________
 GV0675  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 GV0675  DYNAMIC HT  -           5.360 (meters)      17.59  (feet)  COMP
 GV0675  MODELED GRAV-     979,926.2   (mgal)                       NAVD 88
 GV0675
 GV0675  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV0675
 GV0675.The horizontal coordinates were scaled from a topographic map and have
 GV0675.an estimated accuracy of +/- 6 seconds.
 GV0675
 GV0675.The orthometric height was determined by differential leveling
 GV0675.and adjusted by the National Geodetic Survey in 1992..
 GV0675.No vertical observational check was made to the station.
 GV0675.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV0675.was located on a no-check spur therefore a value was not computed.
 GV0675
 GV0675.The geoid height was determined by GEOID03.
 GV0675
 GV0675.The dynamic height is computed by dividing the NAVD 88
 GV0675.geopotential number by the normal gravity value computed on the
 GV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0675.degrees latitude (g = 980.6199 gals.).
 GV0675
 GV0675.The modeled gravity was interpolated from observed gravity values.
 GV0675
 GV0675;                    North         East    Units  Estimated Accuracy
 GV0675;SPC VA S     - 1,122,680.    3,633,760.      MT  (+/- 180 meters Scaled)
 GV0675
 GV0675                          SUPERSEDED SURVEY CONTROL
 GV0675
 GV0675  NGVD 29 (??/??/??)    5.698  (m)           18.69   (f) ADJUSTED    1 2
 GV0675
 GV0675.Superseded values are not recommended for survey control.
 GV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0675.See file dsdata.txt to determine how the superseded data were derived.
 GV0675
 GV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG240443(NAD 83)
 GV0675_MARKER: DD = SURVEY DISK
 GV0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0675_SP_SET: CULVERT
 GV0675_STAMPING: 19 VA 1917
 GV0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0675
 GV0675  HISTORY     - Date     Condition        Report By
 GV0675  HISTORY     - 1917     MONUMENTED       USGS
 GV0675  HISTORY     - 1942     GOOD             CGS
 GV0675  HISTORY     - 19960520 GOOD             USPSQD
 GV0675  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV0675  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0675  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV0675
 GV0675                          STATION DESCRIPTION
 GV0675
 GV0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0675'0.3 MI NW FROM WINDSOR SHADES.
 GV0675'0.3 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV0675'THE STATION AT WINDSOR SHADES, NEW KENT COUNTY, AT A CONCRETE
 GV0675'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, AND
 GV0675'ABOUT 15 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 GV0675'SURVEY STANDARD DISK, STAMPED 19 VA 1917.
 GV0675
 GV0675                          STATION RECOVERY (1996)
 GV0675
 GV0675'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0675'RECOVERED IN GOOD CONDITION.
 GV0675
 GV0675                          STATION RECOVERY (2000)
 GV0675
 GV0675'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0675'MARK NOT FOUND.
 GV0675
 GV0675                          STATION RECOVERY (2001)
 GV0675
 GV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 GV0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0675
 GV0675                          STATION RECOVERY (2005)
 GV0675
 GV0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1358 ***********************************************************************
 GV1358  DESIGNATION -  191
 GV1358  PID         -  GV1358
 GV1358  STATE/COUNTY-  VA/CAROLINE
 GV1358  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1358
 GV1358                         *CURRENT SURVEY CONTROL
 GV1358  ___________________________________________________________________
 GV1358* NAD 83(1993)-  37 59 38.10096(N)    077 04 25.22513(W)     ADJUSTED  
 GV1358* NAVD 88     -        57.788  (meters)     189.59   (feet)  ADJUSTED  
 GV1358  ___________________________________________________________________
 GV1358  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 GV1358  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GV1358  DYNAMIC HT  -          57.750 (meters)     189.47  (feet)  COMP
 GV1358  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 GV1358
 GV1358  HORZ ORDER  -  FIRST
 GV1358  VERT ORDER  -  SECOND    CLASS 0
 GV1358
 GV1358.The horizontal coordinates were established by classical geodetic methods
 GV1358.and adjusted by the National Geodetic Survey in November 1994..
 GV1358
 GV1358.The orthometric height was determined by differential leveling
 GV1358.and adjusted by the National Geodetic Survey in June 1991..
 GV1358
 GV1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1358
 GV1358.The geoid height was determined by GEOID03.
 GV1358
 GV1358.The dynamic height is computed by dividing the NAVD 88
 GV1358.geopotential number by the normal gravity value computed on the
 GV1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1358.degrees latitude (g = 980.6199 gals.).
 GV1358
 GV1358.The modeled gravity was interpolated from observed gravity values.
 GV1358
 GV1358;                    North         East     Units Scale Factor Converg.
 GV1358;SPC VA N     - 2,037,297.431 3,625,283.962   MT  1.00000719   +0 53 24.7
 GV1358;SPC VA N     - 6,684,033.32 11,893,952.47   sFT  1.00000719   +0 53 24.7
 GV1358;SPC VA S     - 1,185,236.755 3,625,283.972   MT  1.00000509   +0 51 56.4
 GV1358;SPC VA S     - 3,888,564.25 11,893,952.50   sFT  1.00000509   +0 51 56.4
 GV1358;UTM  18      - 4,207,168.982   317,912.234   MT  1.00000837   -1 16 36.7
 GV1358
 GV1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1358!SPC VA N     -   0.99999616  x   1.00000719  =   1.00000335
 GV1358!SPC VA S     -   0.99999616  x   1.00000509  =   1.00000125
 GV1358!UTM  18      -   0.99999616  x   1.00000837  =   1.00000453
 GV1358
 GV1358                          SUPERSEDED SURVEY CONTROL
 GV1358
 GV1358  NAD 83(1993)-  37 59 38.10182(N)    077 04 25.24238(W) AD(       ) 1
 GV1358  NAD 83(1986)-  37 59 38.10166(N)    077 04 25.24389(W) AD(       ) 1
 GV1358  NAD 27      -  37 59 37.61290(N)    077 04 26.33930(W) AD(       ) 1
 GV1358  NGVD 29 (??/??/??)   58.058  (m)          190.48   (f) ADJUSTED    2 0
 GV1358
 GV1358.Superseded values are not recommended for survey control.
 GV1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1358.See file dsdata.txt to determine how the superseded data were derived.
 GV1358
 GV1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1791207169(NAD 83)
 GV1358_MARKER: P = PIPE CAP
 GV1358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1358_STAMPING: 191 FEET 1917
 GV1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1358
 GV1358  HISTORY     - Date     Condition        Report By
 GV1358  HISTORY     - 1917     MONUMENTED       USGS
 GV1358  HISTORY     - 1934     POOR             USGS
 GV1358  HISTORY     - 1942     POOR             CGS
 GV1358  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GV1358  HISTORY     - 1966     GOOD             CGS
 GV1358  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV1358  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1358
 GV1358                          STATION DESCRIPTION
 GV1358
 GV1358'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (JB)
 GV1358'THIS IS A STATION OF THE U.S. GEOLOGICAL SURVEY, ESTABLISHED
 GV1358'IN 1917, IT IS A STANDARD U.S.G.S. BENCH MARK AND TRAVERSE
 GV1358'STATION CONSISTING OF AN IRON PIPE PROJECTING ABOUT 1 FOOT
 GV1358'ABOVE THE GROUND, WITH A STANDARD BRONZE DISK SET IN THE
 GV1358'TOP.  THE MARK IS STAMPED 1917 AND ELEVATION IS 191 FEET.
 GV1358'THE STATION IS AT ELEVON POST OFFICE AND LOVINGS STORE, BETWEEN
 GV1358'THE DIRT ROAD AND THE PROPERTY OF MR. W.H. LOVING.  IT IS
 GV1358'ABOUT 12 MILES AIR-LINE NW OF THE TOWN OF TAPPAHANNOCK, AND
 GV1358'5 MILES W OF HIGHWAY 17.  IT IS 0.4 METER N OF THE FENCE LINE
 GV1358'AROUND LOVINGS HOUSE, 4.8 METERS W OF THE NW CORNER OF
 GV1358'LOVINGS STORE, 5.9 METERS SW OF THE SE CORNER OF THE CONCRETE
 GV1358'FOUNDATION OF A TEXACO GAS PUMP AND 7.2 METERS SE OF THE CENTER
 GV1358'LINE OF A SANDY ROAD, WHICH IS THE COUNTY LINE BETWEEN
 GV1358'ESSEX AND CAROLINE COUNTIES.
 GV1358'
 GV1358'THIS STATION WAS NOT OCCUPIED, BUT IT WAS CONNECTED BY TRAVERSE
 GV1358'TO STATION HALE ACROSS THE ROAD IN CAROLINE COUNTY.  HALE
 GV1358'IS 43.286 METERS N OF THIS STATION.
 GV1358'
 GV1358'THE STATION MARK IS IN FAIR CONDITION, THE PIPE IS A LITTLE
 GV1358'LOOSE IN THE GROUND BUT NOT ENOUGH TO HURT ITS POSITION.
 GV1358'
 GV1358'TO REACH THIS STATION FROM TAPPAHANNOCK, GO N OF HIGHWAY
 GV1358'17 ABOUT 10 MILES TO THE VILLAGE OF CHAMPLAIN.  TURN LEFT
 GV1358'HERE ON A SANDY ROAD AND GO ABOUT 5.3 MILES, KEEPING TO THE
 GV1358'RIGHT AT THE ONLY FORK TO THE STATION AT LOVINGS STORE AND
 GV1358'ELEVON POST OFFICE.
 GV1358
 GV1358                          STATION RECOVERY (1942)
 GV1358
 GV1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV1358'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 GV1358'U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 GV1358'OF TRIANGULATION STATIONS, JAMES RIVER TO POTOMAC RIVER,
 GV1358'VIRGINIA--
 GV1358'
 GV1358'DELETE REFERENCE AND DISTANCE TO TEXACO GAS PUMP AS THIS
 GV1358'STRUCTURE HAS BEEN REMOVED.
 GV1358'
 GV1358'STAMPED 1917 VA. 191, INSTEAD OF STAMPED 1917.
 GV1358'
 GV1358'THE STATION IS NEAR THE ELEVON, VIRGINIA, POST OFFICE, ABOUT
 GV1358'12 MILES (AIR) NW OF TAPPAHANNOCK, VIRGINIA, AND 5 MILES
 GV1358'W OF HIGHWAY 17, 0.4 METER N OF THE FENCE SURROUNDING MR.
 GV1358'W.H. LOVINGS STORE, AND 7.2 METERS SE OF THE CENTER LINE OF
 GV1358'THE DIRT ROAD WHICH IS THE COUNTY LINE BETWEEN ESSEX AND
 GV1358'CAROLINE COUNTIES.
 GV1358'
 GV1358'TRIANGULATION STATION HALE IS 43.286 METERS N OF THE STATION.
 GV1358'
 GV1358'THE STATION IS A BRONZE U.S.G.S. BENCH MARK AND TRAVERSE
 GV1358'DISK, STAMPED 1917 VA. 191, SET IN AN IRON PIPE, THE SAME
 GV1358'DIAMETER AS THE DISK, WHICH EXTENDS 1 FOOT ABOVE THE GROUND.
 GV1358'THE STATION IS IN GOOD CONDITION, BUT THE PIPE IS SLIGHTLY
 GV1358'LOOSE.
 GV1358
 GV1358                          STATION RECOVERY (1966)
 GV1358
 GV1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV1358'TO REACH THE STATION FROM TAPPAHANNOCK FOLLOW HIGHWAY 17
 GV1358'NE FOR ABOUT 10 MILES TO CHAMPLAIN, TURN LEFT AT A HISTORICAL
 GV1358'MARKER FONTHILL, FOLLOW THE MAIN DIRT ROAD TO LOVINGS STORE
 GV1358'WHICH IS ABOUT 5.3 MILES DISTANCE.
 GV1358'
 GV1358'MARK, A U.S. GEOLOGICAL BENCH MARK, IS A BRONZE CAP BRAZED TO
 GV1358'THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE
 GV1358'GROUND AND STAMPED 191 FEET 1917.  IT IS 24.5 FEET SOUTHWEST OF
 GV1358'THE CENTER OF ROUTE 635, 20 FEET SOUTHEAST OF THE NORTH CORNER
 GV1358'OF THE FRONT PORCH OF THE HOUSE AND 14 FEET SOUTHEAST OF THE
 GV1358'GAS PUMP.
 GV1358
 GV1358                          STATION RECOVERY (1966)
 GV1358
 GV1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1358'AT ELEVON.
 GV1358'THE MARK IS LOCATED 0.05 MILE WEST OF THE POST OFFICE IN THE
 GV1358'SMALL SETTLEMENT OF ELEVON AND ON THE SOUTHWEST SIDE OF COUNTY
 GV1358'ROUTE 635.  THE MARK IS A BRONZE CAP BRAZED TO THE TOP OF
 GV1358'A 4-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE SURFACE
 GV1358'OF THE GROUND AND STAMPED 191 FEET 1917.  IT IS 24.5 FEET
 GV1358'SOUTHWEST OF THE CENTER OF ROUTE 635, 20 FEET SOUTHEAST OF THE
 GV1358'NORTH CORNER OF THE FRONT PORCH OF A HOUSE AND 14 FEET SOUTHEAST
 GV1358'OF A GAS PUMP.
 GV1358
 GV1358                          STATION RECOVERY (1998)
 GV1358
 GV1358'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1358'MARK NOT FOUND.
 GV1358
 GV1358                          STATION RECOVERY (2002)
 GV1358
 GV1358'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3307 ***********************************************************************
 GA3307  DESIGNATION -  1918 NWRR
 GA3307  PID         -  GA3307
 GA3307  STATE/COUNTY-  VA/WASHINGTON
 GA3307  USGS QUAD   -  BRISTOL (1991)
 GA3307
 GA3307                         *CURRENT SURVEY CONTROL
 GA3307  ___________________________________________________________________
 GA3307* NAD 83(1986)-  36 36 18.     (N)    082 10 21.     (W)     SCALED    
 GA3307* NAVD 88     -       520.125  (meters)    1706.44   (feet)  ADJUSTED  
 GA3307  ___________________________________________________________________
 GA3307  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA3307  DYNAMIC HT  -         519.649 (meters)    1704.88  (feet)  COMP
 GA3307  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 GA3307
 GA3307  VERT ORDER  -  FIRST     CLASS II
 GA3307
 GA3307.The horizontal coordinates were scaled from a topographic map and have
 GA3307.an estimated accuracy of +/- 6 seconds.
 GA3307
 GA3307.The orthometric height was determined by differential leveling
 GA3307.and adjusted by the National Geodetic Survey in June 1991..
 GA3307
 GA3307.The geoid height was determined by GEOID03.
 GA3307
 GA3307.The dynamic height is computed by dividing the NAVD 88
 GA3307.geopotential number by the normal gravity value computed on the
 GA3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3307.degrees latitude (g = 980.6199 gals.).
 GA3307
 GA3307.The modeled gravity was interpolated from observed gravity values.
 GA3307
 GA3307;                    North         East    Units  Estimated Accuracy
 GA3307;SPC VA S     - 1,036,540.    3,171,490.      MT  (+/- 180 meters Scaled)
 GA3307
 GA3307                          SUPERSEDED SURVEY CONTROL
 GA3307
 GA3307.No superseded survey control is available for this station.
 GA3307
 GA3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA951516(NAD 83)
 GA3307_MARKER: B = BOLT
 GA3307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GA3307_SP_SET: ABUTMENT
 GA3307_MARK LOGO: NWRR  
 GA3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3307+STABILITY: SURFACE MOTION
 GA3307
 GA3307  HISTORY     - Date     Condition        Report By
 GA3307  HISTORY     - UNK      MONUMENTED       NWRR
 GA3307  HISTORY     - 1984     GOOD             NGS
 GA3307
 GA3307                          STATION DESCRIPTION
 GA3307
 GA3307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GA3307'IN BRISTOL.
 GA3307'IN BRISTOL, AT THE CROSSING OF THE NORFOLK AND WESTERN RAILROAD AND
 GA3307'COLUMBIA AVENUE, IN THE SOUTHWEST ABUTMENT OF THE RAILROAD BRIDGE OVER
 GA3307'COLUMBIA AVENUE, AN IRON BOLT WITH THE LETTERS BM ENGRAVED IN
 GA3307'CONCRETE, 2.8 METERS (9.5 FT) WEST OF THE WEST RAIL.
 GA3307'THE MARK IS 0.18 M BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1380 ***********************************************************************
 GV1380  DESIGNATION -  192.735
 GV1380  PID         -  GV1380
 GV1380  STATE/COUNTY-  VA/KING AND QUEEN
 GV1380  USGS QUAD   -  AYLETT (1985)
 GV1380
 GV1380                         *CURRENT SURVEY CONTROL
 GV1380  ___________________________________________________________________
 GV1380* NAD 83(1993)-  37 48 05.82247(N)    077 03 17.46917(W)     ADJUSTED  
 GV1380* NAVD 88     -        58.375  (meters)     191.52   (feet)  ADJUSTED  
 GV1380  ___________________________________________________________________
 GV1380  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 GV1380  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV1380  DYNAMIC HT  -          58.338 (meters)     191.40  (feet)  COMP
 GV1380  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 GV1380
 GV1380  HORZ ORDER  -  SECOND
 GV1380  VERT ORDER  -  SECOND    CLASS 0
 GV1380
 GV1380.The horizontal coordinates were established by classical geodetic methods
 GV1380.and adjusted by the National Geodetic Survey in November 1994..
 GV1380
 GV1380.The orthometric height was determined by differential leveling
 GV1380.and adjusted by the National Geodetic Survey in June 1991..
 GV1380
 GV1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1380
 GV1380.The geoid height was determined by GEOID03.
 GV1380
 GV1380.The dynamic height is computed by dividing the NAVD 88
 GV1380.geopotential number by the normal gravity value computed on the
 GV1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1380.degrees latitude (g = 980.6199 gals.).
 GV1380
 GV1380.The modeled gravity was interpolated from observed gravity values.
 GV1380
 GV1380;                    North         East     Units Scale Factor Converg.
 GV1380;SPC VA S     - 1,163,920.437 3,627,263.754   MT  0.99997404   +0 52 37.5
 GV1380;SPC VA S     - 3,818,628.97 11,900,447.83   sFT  0.99997404   +0 52 37.5
 GV1380;UTM  18      - 4,185,793.243   319,094.781   MT  1.00000310   -1 15 35.4
 GV1380
 GV1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1380!SPC VA S     -   0.99999608  x   0.99997404  =   0.99997012
 GV1380!UTM  18      -   0.99999608  x   1.00000310  =   0.99999918
 GV1380
 GV1380                          SUPERSEDED SURVEY CONTROL
 GV1380
 GV1380  NAD 83(1993)-  37 48 05.82439(N)    077 03 17.48616(W) AD(       ) 2
 GV1380  NAD 83(1986)-  37 48 05.82431(N)    077 03 17.48601(W) AD(       ) 2
 GV1380  NAD 27      -  37 48 05.32000(N)    077 03 18.58900(W) AD(       ) 2
 GV1380  NGVD 29 (??/??/??)   58.702  (m)          192.59   (f) ADJUSTED    2 0
 GV1380
 GV1380.Superseded values are not recommended for survey control.
 GV1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1380.See file dsdata.txt to determine how the superseded data were derived.
 GV1380
 GV1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1909585793(NAD 83)
 GV1380_MARKER: DD = SURVEY DISK
 GV1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1380_SP_SET: BUILDING WALL
 GV1380_STAMPING: 192.735 1917
 GV1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1380+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1380
 GV1380  HISTORY     - Date     Condition        Report By
 GV1380  HISTORY     - 1917     MONUMENTED       USGS
 GV1380  HISTORY     - 1934     GOOD             USGS
 GV1380  HISTORY     - 1961     GOOD             CGS
 GV1380  HISTORY     - 20000108 GOOD             USPSQD
 GV1380  HISTORY     - 20041029 GOOD             USPSQD
 GV1380  HISTORY     - 20060218 GOOD             USPSQD
 GV1380
 GV1380                          STATION DESCRIPTION
 GV1380
 GV1380'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GV1380'RECOVERED IN GOOD CONDITION.
 GV1380
 GV1380                          STATION RECOVERY (1961)
 GV1380
 GV1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1380'AT SAINT STEPHENS CH.
 GV1380'IN KING AND QUEEN COUNTY, 9.2 MILES NORTHEAST ALONG U.S. HIGHWAY
 GV1380'360 FROM THE POST OFFICE AT MANQUIN, KING WILLIAM COUNTY, AT
 GV1380'ST. STEPHENS CHURCH, ON STATE HIGHWAY 14, 500 FEET SOUTH OF THE
 GV1380'INTERSECTION OF U.S. HIGHWAY 360, 85 FEET EAST OF THE CENTERLINE
 GV1380'OF STATE HIGHWAY 14, IN THE NORTH WALL OF THE BRICK CHURCH,
 GV1380'1 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 18
 GV1380'INCHES ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 GV1380'STANDARD DISK, STAMPED 192.735 1917 AND SET VERTICALLY.
 GV1380
 GV1380                          STATION RECOVERY (2000)
 GV1380
 GV1380'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1380'RECOVERED IN GOOD CONDITION.
 GV1380
 GV1380                          STATION RECOVERY (2004)
 GV1380
 GV1380'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1380'RECOVERED IN GOOD CONDITION.
 GV1380
 GV1380                          STATION RECOVERY (2006)
 GV1380
 GV1380'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1071 ***********************************************************************
 FZ1071  DESIGNATION -  1929
 FZ1071  PID         -  FZ1071
 FZ1071  STATE/COUNTY-  VA/WASHINGTON
 FZ1071  USGS QUAD   -  DAMASCUS (1969)
 FZ1071
 FZ1071                         *CURRENT SURVEY CONTROL
 FZ1071  ___________________________________________________________________
 FZ1071* NAD 83(1986)-  36 38 07.     (N)    081 47 24.     (W)     SCALED    
 FZ1071* NAVD 88     -       587.492  (meters)    1927.46   (feet)  ADJUSTED  
 FZ1071  ___________________________________________________________________
 FZ1071  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1071  DYNAMIC HT  -         586.938 (meters)    1925.65  (feet)  COMP
 FZ1071  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FZ1071
 FZ1071  VERT ORDER  -  SECOND    CLASS 0
 FZ1071
 FZ1071.The horizontal coordinates were scaled from a topographic map and have
 FZ1071.an estimated accuracy of +/- 6 seconds.
 FZ1071
 FZ1071.The orthometric height was determined by differential leveling
 FZ1071.and adjusted by the National Geodetic Survey in June 1991..
 FZ1071
 FZ1071.The geoid height was determined by GEOID03.
 FZ1071
 FZ1071.The dynamic height is computed by dividing the NAVD 88
 FZ1071.geopotential number by the normal gravity value computed on the
 FZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1071.degrees latitude (g = 980.6199 gals.).
 FZ1071
 FZ1071.The modeled gravity was interpolated from observed gravity values.
 FZ1071
 FZ1071;                    North         East    Units  Estimated Accuracy
 FZ1071;SPC VA S     - 1,038,640.    3,205,810.      MT  (+/- 180 meters Scaled)
 FZ1071
 FZ1071                          SUPERSEDED SURVEY CONTROL
 FZ1071
 FZ1071  NGVD 29 (??/??/92)  587.565  (m)         1927.70   (f) ADJ UNCH    2 0
 FZ1071
 FZ1071.Superseded values are not recommended for survey control.
 FZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1071.See file dsdata.txt to determine how the superseded data were derived.
 FZ1071
 FZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA293547(NAD 83)
 FZ1071_MARKER: DD = SURVEY DISK
 FZ1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1071_SP_SET: BUILDING
 FZ1071_STAMPING: 1929 1909
 FZ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1071
 FZ1071  HISTORY     - Date     Condition        Report By
 FZ1071  HISTORY     - 1909     MONUMENTED       USGS
 FZ1071  HISTORY     - 1934     GOOD             NGS
 FZ1071
 FZ1071                          STATION DESCRIPTION
 FZ1071
 FZ1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ1071'AT DAMASCUS.
 FZ1071'AT DAMASCUS, WASHINGTON COUNTY, ON THE SOUTH SIDE OF MAIN STREET,
 FZ1071'IN THE EAST WALL OF THE BANK OF DAMASCUS, 2.7 FEET SOUTH OF THE
 FZ1071'SOUTHEAST CORNER OF THE BUILDING, AND 3.4 FEET ABOVE THE GROUND.
 FZ1071'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1929
 FZ1071'1909 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1793 ***********************************************************************
 HW1793  DESIGNATION -  1931.3
 HW1793  PID         -  HW1793
 HW1793  STATE/COUNTY-  VA/BATH
 HW1793  USGS QUAD   -  WARM SPRINGS (1968)
 HW1793
 HW1793                         *CURRENT SURVEY CONTROL
 HW1793  ___________________________________________________________________
 HW1793* NAD 83(1986)-  38 03 43.     (N)    079 48 59.     (W)     SCALED    
 HW1793* NAVD 88     -       588.675  (meters)    1931.34   (feet)  ADJUSTED  
 HW1793  ___________________________________________________________________
 HW1793  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HW1793  DYNAMIC HT  -         588.196 (meters)    1929.77  (feet)  COMP
 HW1793  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 HW1793
 HW1793  VERT ORDER  -  SECOND    CLASS 0
 HW1793
 HW1793.The horizontal coordinates were scaled from a topographic map and have
 HW1793.an estimated accuracy of +/- 6 seconds.
 HW1793
 HW1793.The orthometric height was determined by differential leveling
 HW1793.and adjusted by the National Geodetic Survey in June 1991..
 HW1793
 HW1793.The geoid height was determined by GEOID03.
 HW1793
 HW1793.The dynamic height is computed by dividing the NAVD 88
 HW1793.geopotential number by the normal gravity value computed on the
 HW1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1793.degrees latitude (g = 980.6199 gals.).
 HW1793
 HW1793.The modeled gravity was interpolated from observed gravity values.
 HW1793
 HW1793;                    North         East    Units  Estimated Accuracy
 HW1793;SPC VA N     - 2,044,700.    3,384,480.      MT  (+/- 180 meters Scaled)
 HW1793
 HW1793                          SUPERSEDED SURVEY CONTROL
 HW1793
 HW1793  NGVD 29 (??/??/92)  588.778  (m)         1931.68   (f) ADJ UNCH    2 0
 HW1793
 HW1793.Superseded values are not recommended for survey control.
 HW1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1793.See file dsdata.txt to determine how the superseded data were derived.
 HW1793
 HW1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC038133(NAD 83)
 HW1793_MARKER: N = NAIL
 HW1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1793_SP_SET: TREE
 HW1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1793
 HW1793  HISTORY     - Date     Condition        Report By
 HW1793  HISTORY     - UNK      MONUMENTED       USGS
 HW1793  HISTORY     - 1934     GOOD             NGS
 HW1793
 HW1793                          STATION DESCRIPTION
 HW1793
 HW1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1793'1.9 MI W FROM WARM SPRINGS.
 HW1793'1.9 MILES WEST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE AT
 HW1793'WARM SPRINGS, BATH COUNTY, 13 FEET WEST OF THE CENTERLINE OF A
 HW1793'DIRT ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN A
 HW1793'30-INCH RED OAK TREE, 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 HW1793'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, DRIVEN
 HW1793'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0363 ***********************************************************************
 GX0363  DESIGNATION -  1937
 GX0363  PID         -  GX0363
 GX0363  STATE/COUNTY-  VA/GILES
 GX0363  USGS QUAD   -  NEWPORT (1985)
 GX0363
 GX0363                         *CURRENT SURVEY CONTROL
 GX0363  ___________________________________________________________________
 GX0363* NAD 83(1986)-  37 17 39.     (N)    080 29 43.     (W)     SCALED    
 GX0363* NAVD 88     -       590.207  (meters)    1936.37   (feet)  ADJUSTED  
 GX0363  ___________________________________________________________________
 GX0363  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GX0363  DYNAMIC HT  -         589.691 (meters)    1934.68  (feet)  COMP
 GX0363  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 GX0363
 GX0363  VERT ORDER  -  SECOND    CLASS 0
 GX0363
 GX0363.The horizontal coordinates were scaled from a topographic map and have
 GX0363.an estimated accuracy of +/- 6 seconds.
 GX0363
 GX0363.The orthometric height was determined by differential leveling
 GX0363.and adjusted by the National Geodetic Survey in June 1991..
 GX0363
 GX0363.The geoid height was determined by GEOID03.
 GX0363
 GX0363.The dynamic height is computed by dividing the NAVD 88
 GX0363.geopotential number by the normal gravity value computed on the
 GX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0363.degrees latitude (g = 980.6199 gals.).
 GX0363
 GX0363.The modeled gravity was interpolated from observed gravity values.
 GX0363
 GX0363;                    North         East    Units  Estimated Accuracy
 GX0363;SPC VA S     - 1,108,500.    3,323,110.      MT  (+/- 180 meters Scaled)
 GX0363
 GX0363                          SUPERSEDED SURVEY CONTROL
 GX0363
 GX0363  NGVD 29 (??/??/92)  590.324  (m)         1936.75   (f) ADJ UNCH    2 0
 GX0363
 GX0363.Superseded values are not recommended for survey control.
 GX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0363.See file dsdata.txt to determine how the superseded data were derived.
 GX0363
 GX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB447276(NAD 83)
 GX0363_MARKER: DD = SURVEY DISK
 GX0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0363_SP_SET: SIDEWALK
 GX0363_STAMPING: 1937 10 NSM 1949
 GX0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0363
 GX0363  HISTORY     - Date     Condition        Report By
 GX0363  HISTORY     - 1949     MONUMENTED       USGS
 GX0363  HISTORY     - 1964     GOOD             NGS
 GX0363
 GX0363                          STATION DESCRIPTION
 GX0363
 GX0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0363'AT NEWPORT.
 GX0363'AT NEWPORT, SET IN THE TOP OF THE WEST CORNER OF CONCRETE SIDEWALK
 GX0363'AT WEST CORNER OF TAYLORS STORE, 26.5 FEET EAST OF CENTERLINE OF
 GX0363'U.S. HIGHWAY 460, 23 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 42,
 GX0363'4.9 FEET WEST OF WEST CORNER OF STORE, 0.3 FEET EAST OF WEST
 GX0363'CORNER OF SIDEWALK AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0996 ***********************************************************************
 GW0996  DESIGNATION -  1939.21
 GW0996  PID         -  GW0996
 GW0996  STATE/COUNTY-  VA/AMHERST
 GW0996  USGS QUAD   -  BUENA VISTA (1984)
 GW0996
 GW0996                         *CURRENT SURVEY CONTROL
 GW0996  ___________________________________________________________________
 GW0996* NAD 83(1986)-  37 44 22.     (N)    079 15 30.     (W)     SCALED    
 GW0996* NAVD 88     -       590.992  (meters)    1938.95   (feet)  ADJUSTED  
 GW0996  ___________________________________________________________________
 GW0996  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW0996  DYNAMIC HT  -         590.507 (meters)    1937.36  (feet)  COMP
 GW0996  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GW0996
 GW0996  VERT ORDER  -  SECOND    CLASS 0
 GW0996
 GW0996.The horizontal coordinates were scaled from a topographic map and have
 GW0996.an estimated accuracy of +/- 6 seconds.
 GW0996
 GW0996.The orthometric height was determined by differential leveling
 GW0996.and adjusted by the National Geodetic Survey in June 1991..
 GW0996
 GW0996.The geoid height was determined by GEOID03.
 GW0996
 GW0996.The dynamic height is computed by dividing the NAVD 88
 GW0996.geopotential number by the normal gravity value computed on the
 GW0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0996.degrees latitude (g = 980.6199 gals.).
 GW0996
 GW0996.The modeled gravity was interpolated from observed gravity values.
 GW0996
 GW0996;                    North         East    Units  Estimated Accuracy
 GW0996;SPC VA S     - 1,156,310.    3,433,160.      MT  (+/- 180 meters Scaled)
 GW0996
 GW0996                          SUPERSEDED SURVEY CONTROL
 GW0996
 GW0996  NGVD 29 (??/??/92)  591.173  (m)         1939.54   (f) ADJ UNCH    2 0
 GW0996
 GW0996.Superseded values are not recommended for survey control.
 GW0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0996.See file dsdata.txt to determine how the superseded data were derived.
 GW0996
 GW0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB534783(NAD 83)
 GW0996_MARKER: Q = CHISELED SQUARE
 GW0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0996_SP_SET: CULVERT
 GW0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0996
 GW0996  HISTORY     - Date     Condition        Report By
 GW0996  HISTORY     - UNK      MONUMENTED       USGS
 GW0996  HISTORY     - 1938     GOOD             NGS
 GW0996
 GW0996                          STATION DESCRIPTION
 GW0996
 GW0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0996'AT ORONOCO.
 GW0996'AT ORONOCO, AMHERST COUNTY, 95 FEET SOUTH OF THE POST OFFICE,
 GW0996'AT A CULVERT, ON THE TOP OF THE CENTER OF THE CONCRETE HEADWALL,
 GW0996'AND AT THE EAST EDGE OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1203 ***********************************************************************
 GV1203  DESIGNATION -  194 C OF R
 GV1203  PID         -  GV1203
 GV1203  STATE/COUNTY-  VA/HENRICO
 GV1203  USGS QUAD   -  RICHMOND (1994)
 GV1203
 GV1203                         *CURRENT SURVEY CONTROL
 GV1203  ___________________________________________________________________
 GV1203* NAD 83(1986)-  37 33 15.     (N)    077 27 13.     (W)     SCALED    
 GV1203* NAVD 88     -        57.479  (meters)     188.58   (feet)  ADJUSTED  
 GV1203  ___________________________________________________________________
 GV1203  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV1203  DYNAMIC HT  -          57.439 (meters)     188.45  (feet)  COMP
 GV1203  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 GV1203
 GV1203  VERT ORDER  -  FIRST     CLASS II
 GV1203
 GV1203.The horizontal coordinates were scaled from a topographic map and have
 GV1203.an estimated accuracy of +/- 6 seconds.
 GV1203
 GV1203.The orthometric height was determined by differential leveling
 GV1203.and adjusted by the National Geodetic Survey in June 1991..
 GV1203
 GV1203.The geoid height was determined by GEOID03.
 GV1203
 GV1203.The dynamic height is computed by dividing the NAVD 88
 GV1203.geopotential number by the normal gravity value computed on the
 GV1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1203.degrees latitude (g = 980.6199 gals.).
 GV1203
 GV1203.The modeled gravity was interpolated from observed gravity values.
 GV1203
 GV1203;                    North         East    Units  Estimated Accuracy
 GV1203;SPC VA S     - 1,136,000.    3,592,450.      MT  (+/- 180 meters Scaled)
 GV1203
 GV1203                          SUPERSEDED SURVEY CONTROL
 GV1203
 GV1203  NGVD 29 (??/??/??)   57.787  (m)          189.59   (f) ADJUSTED    1 2
 GV1203
 GV1203.Superseded values are not recommended for survey control.
 GV1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1203.See file dsdata.txt to determine how the superseded data were derived.
 GV1203
 GV1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG832591(NAD 83)
 GV1203_MARKER: B = BOLT
 GV1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1203_SP_SET: WELL
 GV1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1203
 GV1203  HISTORY     - Date     Condition        Report By
 GV1203  HISTORY     - UNK      MONUMENTED       VA2060
 GV1203  HISTORY     - 1942     GOOD             CGS
 GV1203  HISTORY     - 1988     GOOD             USPSQD
 GV1203  HISTORY     - 1989     GOOD             USPSQD
 GV1203  HISTORY     - 19961006 GOOD             USPSQD
 GV1203  HISTORY     - 20001118 GOOD             USPSQD
 GV1203  HISTORY     - 20040225 GOOD             USPSQD
 GV1203  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV1203
 GV1203                          STATION DESCRIPTION
 GV1203
 GV1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1203'AT RICHMOND.
 GV1203'AT RICHMOND, HENRICO COUNTY, AT THE NORTHWEST CORNER OF THE
 GV1203'INTERSECTION OF KINNEY AND MARSHALL STREETS, 16 FEET NORTH OF THE
 GV1203'MARSHALL STREET CURB, AND 2.5 FEET WEST OF THE KINNEY STREET CURB.
 GV1203'THE TOP OF A BOLT, SET IN A SMALL CAST-IRON WELL.
 GV1203
 GV1203                          STATION RECOVERY (1988)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEM)
 GV1203'RECOVERED IN GOOD CONDITION.
 GV1203
 GV1203                          STATION RECOVERY (1989)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 GV1203'RECOVERED IN GOOD CONDITION.
 GV1203
 GV1203                          STATION RECOVERY (1996)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1203'RECOVERED IN GOOD CONDITION.
 GV1203
 GV1203                          STATION RECOVERY (2000)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1203'RECOVERED IN GOOD CONDITION.
 GV1203
 GV1203                          STATION RECOVERY (2004)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1203'RECOVERED IN GOOD CONDITION.
 GV1203
 GV1203                          STATION RECOVERY (2005)
 GV1203
 GV1203'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1203'MARK REMOVED AND AREA COVERED IN CONCRETE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1304 ***********************************************************************
 GA1304  DESIGNATION -  1943
 GA1304  PID         -  GA1304
 GA1304  STATE/COUNTY-  VA/LEE
 GA1304  USGS QUAD   -  KEOKEE (1978)
 GA1304
 GA1304                         *CURRENT SURVEY CONTROL
 GA1304  ___________________________________________________________________
 GA1304* NAD 83(1986)-  36 50 14.     (N)    082 57 29.     (W)     SCALED    
 GA1304* NAVD 88     -       592.034  (meters)    1942.36   (feet)  ADJUSTED  
 GA1304  ___________________________________________________________________
 GA1304  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1304  DYNAMIC HT  -         591.502 (meters)    1940.62  (feet)  COMP
 GA1304  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 GA1304
 GA1304  VERT ORDER  -  SECOND    CLASS 0
 GA1304
 GA1304.The horizontal coordinates were scaled from a topographic map and have
 GA1304.an estimated accuracy of +/- 6 seconds.
 GA1304
 GA1304.The orthometric height was determined by differential leveling
 GA1304.and adjusted by the National Geodetic Survey in June 1991..
 GA1304
 GA1304.The geoid height was determined by GEOID03.
 GA1304
 GA1304.The dynamic height is computed by dividing the NAVD 88
 GA1304.geopotential number by the normal gravity value computed on the
 GA1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1304.degrees latitude (g = 980.6199 gals.).
 GA1304
 GA1304.The modeled gravity was interpolated from observed gravity values.
 GA1304
 GA1304;                    North         East    Units  Estimated Accuracy
 GA1304;SPC VA S     - 1,065,310.    3,102,490.      MT  (+/- 180 meters Scaled)
 GA1304
 GA1304                          SUPERSEDED SURVEY CONTROL
 GA1304
 GA1304  NGVD 29 (??/??/92)  592.149  (m)         1942.74   (f) ADJ UNCH    2 0
 GA1304
 GA1304.Superseded values are not recommended for survey control.
 GA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1304.See file dsdata.txt to determine how the superseded data were derived.
 GA1304
 GA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA254786(NAD 83)
 GA1304_MARKER: DD = SURVEY DISK
 GA1304_SETTING: 66 = SET IN ROCK OUTCROP
 GA1304_SP_SET: ROCK OUTCROP
 GA1304_STAMPING: 1943 1920
 GA1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1304+STABILITY: POSITION/ELEVATION WELL
 GA1304
 GA1304  HISTORY     - Date     Condition        Report By
 GA1304  HISTORY     - 1920     MONUMENTED       USGS
 GA1304  HISTORY     - 1953     GOOD             NGS
 GA1304  HISTORY     - 1956     GOOD             NGS
 GA1304
 GA1304                          STATION DESCRIPTION
 GA1304
 GA1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1304'5.2 MI SW FROM KEOKEE.
 GA1304'5.15 MILES SOUTHWEST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL
 GA1304'AT KEOKEE, THENCE ABOUT 0.1 MILE SOUTH ALONG COUNTY ROAD 626
 GA1304'FOLLOWING COX CREEK, 29 FEET EAST OF CENTER LINE OF ROAD 626,
 GA1304'4 FEET EAST OF A WIRE FENCE, 41 FEET SOUTH OF SOUTHWEST CORNER
 GA1304'OF A WOODEN COAL CHUTE, 29 FEET SOUTHEAST OF CENTER OF JUNCTION
 GA1304'OF A DRIVE WEST OVER A BRIDGE OVER COX CREEK TO A FARM, IN THE TOP
 GA1304'OF A SMALL FLAT ROCK OUTCROP AT THE NORTHWEST EDGE OF A GROUP
 GA1304'OF OUTCROPS AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE--
 GA1304'IT WAS REPORTED THE MARK IS MUTILATED BUT SOLID.
 GA1304
 GA1304                          STATION RECOVERY (1956)
 GA1304
 GA1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1204 ***********************************************************************
 GV1204  DESIGNATION -  195 C OF R
 GV1204  PID         -  GV1204
 GV1204  STATE/COUNTY-  VA/HENRICO
 GV1204  USGS QUAD   -  RICHMOND (1994)
 GV1204
 GV1204                         *CURRENT SURVEY CONTROL
 GV1204  ___________________________________________________________________
 GV1204* NAD 83(1986)-  37 32 44.     (N)    077 26 22.     (W)     SCALED    
 GV1204* NAVD 88     -        51.886  (meters)     170.23   (feet)  ADJUSTED  
 GV1204  ___________________________________________________________________
 GV1204  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV1204  DYNAMIC HT  -          51.850 (meters)     170.11  (feet)  COMP
 GV1204  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 GV1204
 GV1204  VERT ORDER  -  FIRST     CLASS II
 GV1204
 GV1204.The horizontal coordinates were scaled from a topographic map and have
 GV1204.an estimated accuracy of +/- 6 seconds.
 GV1204
 GV1204.The orthometric height was determined by differential leveling
 GV1204.and adjusted by the National Geodetic Survey in June 1991..
 GV1204
 GV1204.The geoid height was determined by GEOID03.
 GV1204
 GV1204.The dynamic height is computed by dividing the NAVD 88
 GV1204.geopotential number by the normal gravity value computed on the
 GV1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1204.degrees latitude (g = 980.6199 gals.).
 GV1204
 GV1204.The modeled gravity was interpolated from observed gravity values.
 GV1204
 GV1204;                    North         East    Units  Estimated Accuracy
 GV1204;SPC VA S     - 1,135,050.    3,593,720.      MT  (+/- 180 meters Scaled)
 GV1204
 GV1204                          SUPERSEDED SURVEY CONTROL
 GV1204
 GV1204  NGVD 29 (??/??/??)   52.195  (m)          171.24   (f) ADJUSTED    1 2
 GV1204
 GV1204.Superseded values are not recommended for survey control.
 GV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1204.See file dsdata.txt to determine how the superseded data were derived.
 GV1204
 GV1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG844581(NAD 83)
 GV1204_MARKER: B = BOLT
 GV1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1204_SP_SET: WELL
 GV1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1204+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV1204
 GV1204  HISTORY     - Date     Condition        Report By
 GV1204  HISTORY     - UNK      MONUMENTED       VA2060
 GV1204  HISTORY     - 1942     GOOD             CGS
 GV1204  HISTORY     - 1988     GOOD             USPSQD
 GV1204  HISTORY     - 1989     GOOD             USPSQD
 GV1204  HISTORY     - 19961006 GOOD             USPSQD
 GV1204  HISTORY     - 20001118 GOOD             USPSQD
 GV1204  HISTORY     - 20040225 GOOD             USPSQD
 GV1204  HISTORY     - 20050312 GOOD             USPSQD
 GV1204  HISTORY     - 20060313 GOOD             USPSQD
 GV1204
 GV1204                          STATION DESCRIPTION
 GV1204
 GV1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1204'AT RICHMOND.
 GV1204'AT RICHMOND, HENRICO COUNTY, AT THE INTERSECTION OF MARSHALL
 GV1204'AND SECOND STREETS, 3 FEET SOUTH OF THE SOUTH CURB OF MARSHALL
 GV1204'STREET, AND IN THE EAST LINE OF SECOND STREET.  THE TOP OF A
 GV1204'BOLT, SET IN A SMALL CAST-IRON WELL.
 GV1204
 GV1204                          STATION RECOVERY (1988)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (1989)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (1996)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (2000)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (2004)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (2005)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1204'RECOVERED IN GOOD CONDITION.
 GV1204
 GV1204                          STATION RECOVERY (2006)
 GV1204
 GV1204'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1354 ***********************************************************************
 GV1354  DESIGNATION -  195 USGS
 GV1354  PID         -  GV1354
 GV1354  STATE/COUNTY-  VA/CAROLINE
 GV1354  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1354
 GV1354                         *CURRENT SURVEY CONTROL
 GV1354  ___________________________________________________________________
 GV1354* NAD 83(1986)-  37 58 29.     (N)    077 05 39.     (W)     SCALED    
 GV1354* NAVD 88     -        56.128  (meters)     184.15   (feet)  ADJUSTED  
 GV1354  ___________________________________________________________________
 GV1354  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GV1354  DYNAMIC HT  -          56.092 (meters)     184.03  (feet)  COMP
 GV1354  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 GV1354
 GV1354  VERT ORDER  -  SECOND    CLASS 0
 GV1354
 GV1354.The horizontal coordinates were scaled from a topographic map and have
 GV1354.an estimated accuracy of +/- 6 seconds.
 GV1354
 GV1354.The orthometric height was determined by differential leveling
 GV1354.and adjusted by the National Geodetic Survey in June 1991..
 GV1354
 GV1354.The geoid height was determined by GEOID03.
 GV1354
 GV1354.The dynamic height is computed by dividing the NAVD 88
 GV1354.geopotential number by the normal gravity value computed on the
 GV1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1354.degrees latitude (g = 980.6199 gals.).
 GV1354
 GV1354.The modeled gravity was interpolated from observed gravity values.
 GV1354
 GV1354;                    North         East    Units  Estimated Accuracy
 GV1354;SPC VA N     - 2,035,140.    3,623,520.      MT  (+/- 180 meters Scaled)
 GV1354
 GV1354                          SUPERSEDED SURVEY CONTROL
 GV1354
 GV1354  NGVD 29 (??/??/??)   56.397  (m)          185.03   (f) ADJUSTED    2 0
 GV1354
 GV1354.Superseded values are not recommended for survey control.
 GV1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1354.See file dsdata.txt to determine how the superseded data were derived.
 GV1354
 GV1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH160050(NAD 83)
 GV1354_MARKER: P = PIPE CAP
 GV1354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1354_STAMPING: VA 195 1917
 GV1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1354
 GV1354  HISTORY     - Date     Condition        Report By
 GV1354  HISTORY     - 1917     MONUMENTED       USGS
 GV1354  HISTORY     - 1962     GOOD             CGS
 GV1354  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV1354  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1354
 GV1354                          STATION DESCRIPTION
 GV1354
 GV1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1354'2.4 MI SE FROM CENTRAL POINT.
 GV1354'2.4 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 630 FROM THE
 GV1354'JUNCTION OF RESERVATION ROAD 25 AT CENTRAL POINT, CAROLINE
 GV1354'COUNTY, 1.4 MILES WEST OF THE JUNCTION OF SECONDARY STATE
 GV1354'HIGHWAY 635 AT THE CAROLINE-ESSEX COUNTY LINE, 150 FEET SOUTH
 GV1354'OF THE FOURTH POLE EAST OF A WHITE FARMHOUSE WITH A BOARD
 GV1354'FENCE, AT THE CROSSING OF A ROW OF POWER-TRANSMISSION LINE
 GV1354'POLES, AT THE JUNCTION OF A PRIVATE ROAD, 19 FEET SOUTHWEST OF
 GV1354'THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE CENTER
 GV1354'LINE OF THE PRIVATE ROAD, AND 1.5 FEET NORTHWEST OF A WHITE
 GV1354'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1354'CAP, STAMPED VA 195 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GV1354'IRON PIPE.
 GV1354
 GV1354                          STATION RECOVERY (1998)
 GV1354
 GV1354'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1354'MARK NOT FOUND.
 GV1354
 GV1354                          STATION RECOVERY (2002)
 GV1354
 GV1354'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1072 ***********************************************************************
 FZ1072  DESIGNATION -  1969.9
 FZ1072  PID         -  FZ1072
 FZ1072  STATE/COUNTY-  VA/WASHINGTON
 FZ1072  USGS QUAD   -  DAMASCUS (1969)
 FZ1072
 FZ1072                         *CURRENT SURVEY CONTROL
 FZ1072  ___________________________________________________________________
 FZ1072* NAD 83(1986)-  36 39 05.     (N)    081 47 22.     (W)     SCALED    
 FZ1072* NAVD 88     -       600.00   (+/-2cm)    1968.5    (feet)  VERTCON   
 FZ1072  ___________________________________________________________________
 FZ1072  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1072
 FZ1072  VERT ORDER  -  ? (See Below)
 FZ1072
 FZ1072.The horizontal coordinates were scaled from a topographic map and have
 FZ1072.an estimated accuracy of +/- 6 seconds.
 FZ1072
 FZ1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1072.The vertical order pertains to the NGVD 29 superseded value.
 FZ1072
 FZ1072.The geoid height was determined by GEOID03.
 FZ1072
 FZ1072;                    North         East    Units  Estimated Accuracy
 FZ1072;SPC VA S     - 1,040,420.    3,205,920.      MT  (+/- 180 meters Scaled)
 FZ1072
 FZ1072                          SUPERSEDED SURVEY CONTROL
 FZ1072
 FZ1072  NGVD 29 (??/??/92)  600.074  (m)         1968.74   (f) ADJ UNCH    ?  
 FZ1072
 FZ1072.Superseded values are not recommended for survey control.
 FZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1072.See file dsdata.txt to determine how the superseded data were derived.
 FZ1072
 FZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA294564(NAD 83)
 FZ1072_MARKER: DB = BENCH MARK DISK
 FZ1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FZ1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FZ1072_STAMPING: U S 1969.9 B M
 FZ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1072
 FZ1072  HISTORY     - Date     Condition        Report By
 FZ1072  HISTORY     - UNK      MONUMENTED       USGS
 FZ1072  HISTORY     - 1934     GOOD             NGS
 FZ1072
 FZ1072                          STATION DESCRIPTION
 FZ1072
 FZ1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ1072'2 MI N FROM DAMASCUS.
 FZ1072'2.0 MILES NORTH ALONG U.S. HIGHWAY 58 FROM DAMASCUS, WASHINGTON
 FZ1072'COUNTY, AT THE EDGE OF THE HIGHWAY AT A SUNKEN CULVERT USED AS A
 FZ1072'SPRING, ON THE TOP OF THE WEST ANGLE PIPE JOINT OF TWO PIPES
 FZ1072'LETTING WATER INTO THE SPRING, AND 3 FEET ABOVE THE GROUND.  TOP
 FZ1072'OF PIPE JOINT MARKED BY A WHITE PAINTED CIRCLE AND THE LETTERS
 FZ1072'U S 1969.9 B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1291 ***********************************************************************
 GA1291  DESIGNATION -  1972
 GA1291  PID         -  GA1291
 GA1291  STATE/COUNTY-  VA/WISE
 GA1291  USGS QUAD   -  APPALACHIA (1991)
 GA1291
 GA1291                         *CURRENT SURVEY CONTROL
 GA1291  ___________________________________________________________________
 GA1291* NAD 83(1986)-  36 52 33.     (N)    082 51 15.     (W)     SCALED    
 GA1291* NAVD 88     -       601.034  (meters)    1971.89   (feet)  ADJUSTED  
 GA1291  ___________________________________________________________________
 GA1291  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1291  DYNAMIC HT  -         600.495 (meters)    1970.12  (feet)  COMP
 GA1291  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 GA1291
 GA1291  VERT ORDER  -  SECOND    CLASS 0
 GA1291
 GA1291.The horizontal coordinates were scaled from a topographic map and have
 GA1291.an estimated accuracy of +/- 6 seconds.
 GA1291
 GA1291.The orthometric height was determined by differential leveling
 GA1291.and adjusted by the National Geodetic Survey in June 1991..
 GA1291
 GA1291.The geoid height was determined by GEOID03.
 GA1291
 GA1291.The dynamic height is computed by dividing the NAVD 88
 GA1291.geopotential number by the normal gravity value computed on the
 GA1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1291.degrees latitude (g = 980.6199 gals.).
 GA1291
 GA1291.The modeled gravity was interpolated from observed gravity values.
 GA1291
 GA1291;                    North         East    Units  Estimated Accuracy
 GA1291;SPC VA S     - 1,069,150.    3,111,940.      MT  (+/- 180 meters Scaled)
 GA1291
 GA1291                          SUPERSEDED SURVEY CONTROL
 GA1291
 GA1291  NGVD 29 (??/??/92)  601.141  (m)         1972.24   (f) ADJ UNCH    2 0
 GA1291
 GA1291.Superseded values are not recommended for survey control.
 GA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1291.See file dsdata.txt to determine how the superseded data were derived.
 GA1291
 GA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA347827(NAD 83)
 GA1291_MARKER: DD = SURVEY DISK
 GA1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1291_SP_SET: BRIDGE
 GA1291_STAMPING: 1972.243
 GA1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1291
 GA1291  HISTORY     - Date     Condition        Report By
 GA1291  HISTORY     - UNK      MONUMENTED       USGS
 GA1291  HISTORY     - 1953     GOOD             NGS
 GA1291  HISTORY     - 1956     GOOD             NGS
 GA1291
 GA1291                          STATION DESCRIPTION
 GA1291
 GA1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1291'0.2 MI W FROM EXETER.
 GA1291'0.25 MILE WEST ALONG STATE HIGHWAY 68 FROM THE CHURCH AND
 GA1291'STORE AT EXETER, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 GA1291'HEAD WALL OF A CONCRETE BRIDGE OVER PIGEON CREEK, 8 1/2 FEET
 GA1291'SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET ABOVE
 GA1291'LEVEL OF HIGHWAY.  DISK BATTERED AND STAMPING IS NO LONGER LEGIBLE.
 GA1291'NOTE-- IT WAS REPORTED BADLY MUTILATED.
 GA1291
 GA1291                          STATION RECOVERY (1956)
 GA1291
 GA1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0098 ***********************************************************************
 GA0098  DESIGNATION -  1984
 GA0098  PID         -  GA0098
 GA0098  STATE/COUNTY-  VA/WISE
 GA0098  USGS QUAD   -  COEBURN (1991)
 GA0098
 GA0098                         *CURRENT SURVEY CONTROL
 GA0098  ___________________________________________________________________
 GA0098* NAD 83(1986)-  36 56 38.     (N)    082 27 56.     (W)     SCALED    
 GA0098* NAVD 88     -       604.739  (meters)    1984.05   (feet)  ADJUSTED  
 GA0098  ___________________________________________________________________
 GA0098  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA0098  DYNAMIC HT  -         604.199 (meters)    1982.28  (feet)  COMP
 GA0098  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GA0098
 GA0098  VERT ORDER  -  SECOND    CLASS 0
 GA0098
 GA0098.The horizontal coordinates were scaled from a topographic map and have
 GA0098.an estimated accuracy of +/- 6 seconds.
 GA0098
 GA0098.The orthometric height was determined by differential leveling
 GA0098.and adjusted by the National Geodetic Survey in June 1991..
 GA0098
 GA0098.The geoid height was determined by GEOID03.
 GA0098
 GA0098.The dynamic height is computed by dividing the NAVD 88
 GA0098.geopotential number by the normal gravity value computed on the
 GA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0098.degrees latitude (g = 980.6199 gals.).
 GA0098
 GA0098.The modeled gravity was interpolated from observed gravity values.
 GA0098
 GA0098;                    North         East    Units  Estimated Accuracy
 GA0098;SPC VA S     - 1,075,170.    3,146,870.      MT  (+/- 180 meters Scaled)
 GA0098
 GA0098                          SUPERSEDED SURVEY CONTROL
 GA0098
 GA0098  NGVD 29 (??/??/92)  604.880  (m)         1984.51   (f) ADJ UNCH    2 0
 GA0098
 GA0098.Superseded values are not recommended for survey control.
 GA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0098.See file dsdata.txt to determine how the superseded data were derived.
 GA0098
 GA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA695896(NAD 83)
 GA0098_MARKER: DD = SURVEY DISK
 GA0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0098_SP_SET: STEP
 GA0098_STAMPING: 1984
 GA0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0098
 GA0098  HISTORY     - Date     Condition        Report By
 GA0098  HISTORY     - UNK      MONUMENTED       USGS
 GA0098  HISTORY     - 1934     GOOD             NGS
 GA0098
 GA0098                          STATION DESCRIPTION
 GA0098
 GA0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0098'AT COEBURN.
 GA0098'AT COEBURN, WISE COUNTY, AT THE SOUTHEAST CORNER OF THE FIRST
 GA0098'NATIONAL BANK BUILDING, AND IN THE TOP OF THE STONE STEP.  A
 GA0098'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1984 ***********************************************************************
 GV1984  DESIGNATION -  199.0 USGS
 GV1984  PID         -  GV1984
 GV1984  STATE/COUNTY-  VA/CHESTERFIELD
 GV1984  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1984
 GV1984                         *CURRENT SURVEY CONTROL
 GV1984  ___________________________________________________________________
 GV1984* NAD 83(1986)-  37 22 36.     (N)    077 29 23.     (W)     SCALED    
 GV1984* NAVD 88     -        60.296  (meters)     197.82   (feet)  ADJUSTED  
 GV1984  ___________________________________________________________________
 GV1984  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GV1984  DYNAMIC HT  -          60.253 (meters)     197.68  (feet)  COMP
 GV1984  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 GV1984
 GV1984  VERT ORDER  -  SECOND    CLASS 0
 GV1984
 GV1984.The horizontal coordinates were scaled from a topographic map and have
 GV1984.an estimated accuracy of +/- 6 seconds.
 GV1984
 GV1984.The orthometric height was determined by differential leveling
 GV1984.and adjusted by the National Geodetic Survey in June 1991..
 GV1984
 GV1984.The geoid height was determined by GEOID03.
 GV1984
 GV1984.The dynamic height is computed by dividing the NAVD 88
 GV1984.geopotential number by the normal gravity value computed on the
 GV1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1984.degrees latitude (g = 980.6199 gals.).
 GV1984
 GV1984.The modeled gravity was interpolated from observed gravity values.
 GV1984
 GV1984;                    North         East    Units  Estimated Accuracy
 GV1984;SPC VA S     - 1,116,260.    3,589,470.      MT  (+/- 180 meters Scaled)
 GV1984
 GV1984                          SUPERSEDED SURVEY CONTROL
 GV1984
 GV1984  NGVD 29 (??/??/??)   60.618  (m)          198.88   (f) ADJUSTED    2 0
 GV1984
 GV1984.Superseded values are not recommended for survey control.
 GV1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1984.See file dsdata.txt to determine how the superseded data were derived.
 GV1984
 GV1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG795395(NAD 83)
 GV1984_MARKER: N = NAIL
 GV1984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1984_SP_SET: PINE TREE ROOT
 GV1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1984
 GV1984  HISTORY     - Date     Condition        Report By
 GV1984  HISTORY     - UNK      MONUMENTED       USGS
 GV1984  HISTORY     - 1961     GOOD             CGS
 GV1984  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1984  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1984
 GV1984                          STATION DESCRIPTION
 GV1984
 GV1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1984'1 MI E FROM CHESTERFIELD.
 GV1984'1.0 MILE EAST ALONG STATE HIGHWAY 145 FROM THE COURTHOUSE AT
 GV1984'CHESTERFIELD, CHESTERFIELD COUNTY, AT THE JUNCTION OF SECONDARY
 GV1984'STATE HIGHWAY 642, 73 FEET EAST OF THE CENTERLINE OF SECONDARY
 GV1984'STATE HIGHWAY 642, 52 FEET NORTH OF THE CENTERLINE OF STATE
 GV1984'HIGHWAY 145, 9 FEET EAST OF BENCH MARK S 245 DESCRIBED BELOW,
 GV1984'AT A 24-INCH PINE TREE IN THE SOUTHWEST CORNER OF THE
 GV1984'CENTRALIA WOMENS CLUB GROUNDS, AND IN THE ROOT ON THE SOUTH
 GV1984'SIDE OF THE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1984'COPPER NAIL AND WASHER.  NOTE-- 199-0 IS PAINTED ON THE TREE
 GV1984'ABOVE THE MARK.  NOTE-- THE TREE HAS BEEN CUT DOWN AND ONLY
 GV1984'A STUMP REMAINS.
 GV1984
 GV1984                          STATION RECOVERY (1989)
 GV1984
 GV1984'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV1984'MARK NOT FOUND.
 GV1984
 GV1984                          STATION RECOVERY (2004)
 GV1984
 GV1984'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5361 ***********************************************************************
 HV5361  DESIGNATION -  1A NPG 1941
 HV5361  PID         -  HV5361
 HV5361  STATE/COUNTY-  VA/KING GEORGE
 HV5361  USGS QUAD   -  DAHLGREN (1983)
 HV5361
 HV5361                         *CURRENT SURVEY CONTROL
 HV5361  ___________________________________________________________________
 HV5361* NAD 83(1993)-  38 20 10.74432(N)    077 02 53.59891(W)     ADJUSTED  
 HV5361* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 HV5361  ___________________________________________________________________
 HV5361  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 HV5361  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HV5361
 HV5361  HORZ ORDER  -  FIRST
 HV5361
 HV5361.The horizontal coordinates were established by classical geodetic methods
 HV5361.and adjusted by the National Geodetic Survey in November 1994..
 HV5361
 HV5361.The orthometric height was scaled from a topographic map.
 HV5361
 HV5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5361
 HV5361.The geoid height was determined by GEOID03.
 HV5361
 HV5361;                    North         East     Units Scale Factor Converg.
 HV5361;SPC VA N     - 2,075,333.362 3,626,918.376   MT  0.99996036   +0 54 21.9
 HV5361;SPC VA N     - 6,808,822.87 11,899,314.71   sFT  0.99996036   +0 54 21.9
 HV5361;SPC MD       -    74,335.330   395,783.992   MT  0.99999388   -0 01 49.0
 HV5361;SPC MD       -   243,881.83  1,298,501.31   sFT  0.99999388   -0 01 49.0
 HV5361;UTM  18      - 4,245,116.428   320,987.074   MT  0.99999467   -1 16 14.9
 HV5361
 HV5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5361!SPC VA N     -   1.00000338  x   0.99996036  =   0.99996374
 HV5361!SPC MD       -   1.00000338  x   0.99999388  =   0.99999726
 HV5361!UTM  18      -   1.00000338  x   0.99999467  =   0.99999805
 HV5361
 HV5361:                Primary Azimuth Mark                     Grid Az
 HV5361:SPC VA N     -  DAHLGREN STEEL TOWER                     116 42 59.3
 HV5361:SPC MD       -  DAHLGREN STEEL TOWER                     117 39 10.2
 HV5361:UTM  18      -  DAHLGREN STEEL TOWER                     118 53 36.1
 HV5361
 HV5361|---------------------------------------------------------------------|
 HV5361| PID    Reference Object                     Distance      Geod. Az  |
 HV5361|                                                           dddmmss.s |
 HV5361| HV5338 DAHLGREN STEEL TOWER                APPROX. 2.2 KM 1173721.2 |
 HV5361| HV5328 ASHTON NPG 1941                     APPROX. 3.1 KM 3085028.3 |
 HV5361|---------------------------------------------------------------------|
 HV5361
 HV5361                          SUPERSEDED SURVEY CONTROL
 HV5361
 HV5361  NAD 83(1993)-  38 20 10.74502(N)    077 02 53.60369(W) AD(       ) 1
 HV5361  NAD 83(1986)-  38 20 10.74445(N)    077 02 53.61334(W) AD(       ) 1
 HV5361  NAD 27      -  38 20 10.28700(N)    077 02 54.70200(W) AD(       ) 1
 HV5361
 HV5361.Superseded values are not recommended for survey control.
 HV5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5361.See file dsdata.txt to determine how the superseded data were derived.
 HV5361
 HV5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2098745116(NAD 83)
 HV5361_MARKER: DD = SURVEY DISK
 HV5361_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV5361_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV5361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5361
 HV5361  HISTORY     - Date     Condition        Report By
 HV5361  HISTORY     - 1941     MONUMENTED       USN
 HV5361  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV5361  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5361  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV5361  HISTORY     - 20040107 MARK NOT FOUND   USPSQD
 HV5361
 HV5361                          STATION DESCRIPTION
 HV5361
 HV5361'DESCRIBED BY US NAVY 1941 (GCM)
 HV5361'AT THE NORTHWEST CORNER OF THE NAVAL PROVING GROUNDS, 256 FEET
 HV5361'WEST OF THE WEST END OF THE CENTER RUNWAY TO A PRIVATE FLYING
 HV5361'FIELD THAT IS JUST NORTH OF THE PROVING GROUNDS AND ADJOINING.
 HV5361'SURFACE MARK ONLY, MARKED WITH A STANDARD NAVY TRIANGULATION
 HV5361'DISC SET IN CONCRETE IN A 10-INCH TERRA-COTTA PIPE.
 HV5361
 HV5361                          STATION RECOVERY (1960)
 HV5361
 HV5361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5361'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH BY TWO MEN.
 HV5361'OFFICIALS OF THE DAHLGREN NAVAL WEAPONS LABORATORY STATE THAT
 HV5361'THE MARK WAS DESTROYED BY EROSION OF THE SHORE.
 HV5361
 HV5361                          STATION RECOVERY (1993)
 HV5361
 HV5361'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5361'MARK NOT FOUND.
 HV5361
 HV5361                          STATION RECOVERY (1998)
 HV5361
 HV5361'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5361'MARK NOT FOUND.
 HV5361
 HV5361                          STATION RECOVERY (2004)
 HV5361
 HV5361'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5554 ***********************************************************************
 GV5554  DESIGNATION -  2
 GV5554  PID         -  GV5554
 GV5554  STATE/COUNTY-  VA/C OF RICHMOND
 GV5554  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5554
 GV5554                         *CURRENT SURVEY CONTROL
 GV5554  ___________________________________________________________________
 GV5554* NAD 83(1993)-  37 27 50.31380(N)    077 27 29.48992(W)     ADJUSTED  
 GV5554* NAVD 88     -        39.11   (+/-2cm)     128.3    (feet)  VERTCON   
 GV5554  ___________________________________________________________________
 GV5554  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV5554  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5554
 GV5554  HORZ ORDER  -  SECOND
 GV5554  VERT ORDER  -  THIRD ? (See Below)
 GV5554
 GV5554.The horizontal coordinates were established by classical geodetic methods
 GV5554.and adjusted by the National Geodetic Survey in September 1995..
 GV5554
 GV5554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5554.The vertical order pertains to the NGVD 29 superseded value.
 GV5554
 GV5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5554
 GV5554.The geoid height was determined by GEOID03.
 GV5554
 GV5554;                    North         East     Units Scale Factor Converg.
 GV5554;SPC VA S     - 1,125,981.796 3,592,159.832   MT  0.99994681   +0 37 56.3
 GV5554;SPC VA S     - 3,694,158.61 11,785,277.72   sFT  0.99994681   +0 37 56.3
 GV5554;UTM  18      - 4,149,182.477   282,598.412   MT  1.00018222   -1 29 44.9
 GV5554
 GV5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5554!SPC VA S     -   0.99999906  x   0.99994681  =   0.99994587
 GV5554!UTM  18      -   0.99999906  x   1.00018222  =   1.00018128
 GV5554
 GV5554|---------------------------------------------------------------------|
 GV5554| PID    Reference Object                     Distance      Geod. Az  |
 GV5554|                                                           dddmmss.s |
 GV5554| DC5487 2 RM                                 13.132 METERS 11637     |
 GV5554| GV5553 1                                   456.373 METERS 1220936.9 |
 GV5554| GV5558 3                                   471.990 METERS 2921932.8 |
 GV5554|---------------------------------------------------------------------|
 GV5554
 GV5554                          SUPERSEDED SURVEY CONTROL
 GV5554
 GV5554  NAD 83(1993)-  37 27 50.31378(N)    077 27 29.48976(W) AD(       ) 2
 GV5554  NAD 83(1986)-  37 27 50.32016(N)    077 27 29.50678(W) AD(       ) 2
 GV5554  NAD 27      -  37 27 49.78853(N)    077 27 30.56134(W) AD(       ) 2
 GV5554  NGVD 29 (07/19/86)   39.42   (m)          129.3    (f) LEVELING    3  
 GV5554
 GV5554.Superseded values are not recommended for survey control.
 GV5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5554.See file dsdata.txt to determine how the superseded data were derived.
 GV5554
 GV5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8259849182(NAD 83)
 GV5554_MARKER: Z = SEE DESCRIPTION
 GV5554_SETTING: 0 = UNSPECIFIED SETTING
 GV5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5554+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV5554
 GV5554  HISTORY     - Date     Condition        Report By
 GV5554  HISTORY     - 1972     MONUMENTED       VA2060
 GV5554  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5554  HISTORY     - 19991023 GOOD             USPSQD
 GV5554  HISTORY     - 20031103 GOOD             USPSQD
 GV5554
 GV5554                          STATION DESCRIPTION
 GV5554
 GV5554'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5554'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5554'NORTH ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 0.90
 GV5554'MILE TO POINT NO 2.
 GV5554'
 GV5554'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5554'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5554'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5554'10 INCH BELOW GROUND.
 GV5554'
 GV5554'26.0 FEET N. E. OF C/L OF WALMSLEY BLVD. 2.8 FEET S. W. OF FENCE
 GV5554'CORNER 11.1 FEET S. W. OF VEPCO POLE NO 5443E 179.7 FEET N. W. OF
 GV5554'C/L FLUVANA AVE.
 GV5554'
 GV5554'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5554'CENTER OF PIN, SET FLUSH TO GROUND.  25.7 FEET N. E. OF C/L OF
 GV5554'WALMSLEY BLVD., 42.7 FEET S. E. OF END OF FENCE, 43.3 FEET S. E. OF
 GV5554'VEPCO POLE NO 5443E.
 GV5554'
 GV5554'DISTANCE BETWEEN PT. 2 AND R. M. IS 43.09 FT., 13.132 M.
 GV5554'
 GV5554'NEAREST TOWN--RICHMOND.
 GV5554
 GV5554                          STATION RECOVERY (1995)
 GV5554
 GV5554'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5554'MARK NOT FOUND.
 GV5554
 GV5554                          STATION RECOVERY (1999)
 GV5554
 GV5554'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5554'RECOVERED IN GOOD CONDITION.
 GV5554
 GV5554                          STATION RECOVERY (2003)
 GV5554
 GV5554'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2961 ***********************************************************************
 FX2961  DESIGNATION -  2 75
 FX2961  PID         -  FX2961
 FX2961  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2961  USGS QUAD   -  CAPE HENRY (1986)
 FX2961
 FX2961                         *CURRENT SURVEY CONTROL
 FX2961  ___________________________________________________________________
 FX2961* NAD 83(1993)-  36 55 50.11306(N)    076 01 00.10619(W)     ADJUSTED  
 FX2961* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 FX2961  ___________________________________________________________________
 FX2961  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FX2961  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 FX2961
 FX2961  HORZ ORDER  -  THIRD
 FX2961
 FX2961.The horizontal coordinates were established by classical geodetic methods
 FX2961.and adjusted by the National Geodetic Survey in September 1995..
 FX2961
 FX2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX2961
 FX2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2961
 FX2961.The geoid height was determined by GEOID03.
 FX2961
 FX2961;                    North         East     Units Scale Factor Converg.
 FX2961;SPC VA S     - 1,069,189.479 3,721,212.592   MT  0.99997429   +1 30 25.8
 FX2961;SPC VA S     - 3,507,832.48 12,208,678.31   sFT  0.99997429   +1 30 25.8
 FX2961;UTM  18      - 4,087,654.920   409,454.876   MT  0.99970100   -0 36 39.3
 FX2961
 FX2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2961!SPC VA S     -   1.00000529  x   0.99997429  =   0.99997958
 FX2961!UTM  18      -   1.00000529  x   0.99970100  =   0.99970629
 FX2961
 FX2961|---------------------------------------------------------------------|
 FX2961| PID    Reference Object                     Distance      Geod. Az  |
 FX2961|                                                           dddmmss.s |
 FX2961| FX2960 H 9 VA 78                           118.287 METERS 10102     |
 FX2961| FX2948 CAPE HENRY LIGHTHOUSE OLD           APPROX. 0.9 KM 1245034.1 |
 FX2961| FX2962 H 51 VA                              49.061 METERS 26040     |
 FX2961|---------------------------------------------------------------------|
 FX2961
 FX2961                          SUPERSEDED SURVEY CONTROL
 FX2961
 FX2961  NAD 83(1986)-  36 55 50.11845(N)    076 01 00.14459(W) AD(       ) 3
 FX2961  NAD 27      -  36 55 49.58912(N)    076 01 01.38877(W) AD(       ) 3
 FX2961  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 FX2961
 FX2961.Superseded values are not recommended for survey control.
 FX2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2961.See file dsdata.txt to determine how the superseded data were derived.
 FX2961
 FX2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0945587655(NAD 83)
 FX2961_MARKER: Z = SEE DESCRIPTION
 FX2961_SETTING: 0 = UNSPECIFIED SETTING
 FX2961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2961
 FX2961  HISTORY     - Date     Condition        Report By
 FX2961  HISTORY     - 1975     MONUMENTED       NOSAMC
 FX2961
 FX2961                          STATION DESCRIPTION
 FX2961
 FX2961'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1975 (RHH)
 FX2961'THE STATION IS LOCATED AT FORT STORY IN VIRGINIA BEACH.
 FX2961'
 FX2961'TO REACH THE STATION FROM THE EAST GATE OF FORT STORY ON
 FX2961'ATLANTIC AVENUE, GO NORTHERLY FOR 2.7 KM (1.7 MI) TO THE MILITARY
 FX2961'POLICE HEADQUARTERS, BUILDING NUMBER 704 ON THE RIGHT.  TURN INTO
 FX2961'THE PARKING AREA BEHIND THE BUILDING AND THE STATION WEST OF THE
 FX2961'PARKING AREA IN THE OPEN FIELD.
 FX2961'
 FX2961'THE STATION IS A 1 INCH COPPER CAP STAMPED---2 75---,
 FX2961'SECURED TO THE TOP OF A 0.6 METER (24 IN) COPPER ROD DRIVEN
 FX2961'DRIVEN INTO THE GROUND FLUSH.
 FX2961'IT IS LOCATED
 FX2961'31.242 METERS (38.2 FT) NORTHWEST FROM A POWER POLE WITH A
 FX2961'TRANSFORMER, AND
 FX2961'11.643 METERS (38.2 FT) WEST FROM A NO PARKING SIGN IN THE
 FX2961'OPEN FIELD.
 FX2961'
 FX2961'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 FX2961'MARKS WERE SET.
 FX2961'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1957 ***********************************************************************
 GX1957  DESIGNATION -  2 BC
 GX1957  PID         -  GX1957
 GX1957  STATE/COUNTY-  VA/BUCHANAN
 GX1957  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1957
 GX1957                         *CURRENT SURVEY CONTROL
 GX1957  ___________________________________________________________________
 GX1957* NAD 83(1986)-  37 14 22.     (N)    081 50 22.     (W)     SCALED    
 GX1957* NAVD 88     -       535.913  (meters)    1758.24   (feet)  ADJUSTED  
 GX1957  ___________________________________________________________________
 GX1957  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GX1957  DYNAMIC HT  -         535.454 (meters)    1756.74  (feet)  COMP
 GX1957  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GX1957
 GX1957  VERT ORDER  -  SECOND    CLASS 0
 GX1957
 GX1957.The horizontal coordinates were scaled from a topographic map and have
 GX1957.an estimated accuracy of +/- 6 seconds.
 GX1957
 GX1957.The orthometric height was determined by differential leveling
 GX1957.and adjusted by the National Geodetic Survey in June 1991..
 GX1957
 GX1957.The geoid height was determined by GEOID03.
 GX1957
 GX1957.The dynamic height is computed by dividing the NAVD 88
 GX1957.geopotential number by the normal gravity value computed on the
 GX1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1957.degrees latitude (g = 980.6199 gals.).
 GX1957
 GX1957.The modeled gravity was interpolated from observed gravity values.
 GX1957
 GX1957;                    North         East    Units  Estimated Accuracy
 GX1957;SPC VA S     - 1,105,800.    3,203,760.      MT  (+/- 180 meters Scaled)
 GX1957
 GX1957                          SUPERSEDED SURVEY CONTROL
 GX1957
 GX1957  NGVD 29 (??/??/92)  536.069  (m)         1758.75   (f) ADJ UNCH    2 0
 GX1957
 GX1957.Superseded values are not recommended for survey control.
 GX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1957.See file dsdata.txt to determine how the superseded data were derived.
 GX1957
 GX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB255217(NAD 83)
 GX1957_MARKER: DD = SURVEY DISK
 GX1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1957_STAMPING: B C 2 1946
 GX1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1957+STABILITY: SURFACE MOTION
 GX1957
 GX1957  HISTORY     - Date     Condition        Report By
 GX1957  HISTORY     - 1946     MONUMENTED       USGS
 GX1957  HISTORY     - 1958     GOOD             NGS
 GX1957
 GX1957                          STATION DESCRIPTION
 GX1957
 GX1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1957'2.6 MI SE FROM WHITEWOOD.
 GX1957'2.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1957'SCHOOL AT WHITEWOOD, 0.4 MILE SOUTHEAST OF A BRIDGE OVER MILL
 GX1957'BRANCH, 39 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 113
 GX1957'FEET NORTHWEST OF THE NORTHEAST END OF A 30-INCH PIPE CULVERT
 GX1957'FOR DRY BRANCH, 37 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GX1957'JEWELL CAMP CHAPEL CHURCH, 2.3 FEET WEST OF POWER LINE POLE
 GX1957'304.68, 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 GX1957'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9433 ***********************************************************************
 AA9433  DESIGNATION -  2 HBC ECC
 AA9433  PID         -  AA9433
 AA9433  STATE/COUNTY-  VA/PATRICK
 AA9433  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9433
 AA9433                         *CURRENT SURVEY CONTROL
 AA9433  ___________________________________________________________________
 AA9433* NAD 83(1993)-  36 42 58.71656(N)    080 25 23.00902(W)     ADJUSTED  
 AA9433* NAVD 88     -       853.7    (meters)    2801.     (feet)  GPS OBS   
 AA9433  ___________________________________________________________________
 AA9433  X           -     851,747.113 (meters)                     COMP
 AA9433  Y           -  -5,048,185.564 (meters)                     COMP
 AA9433  Z           -   3,792,694.644 (meters)                     COMP
 AA9433  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA9433  ELLIP HEIGHT-         821.79  (meters)          (05/17/02) GPS OBS
 AA9433  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AA9433
 AA9433  HORZ ORDER  -  FIRST
 AA9433  ELLP ORDER  -  FOURTH    CLASS II
 AA9433
 AA9433.The horizontal coordinates were established by GPS observations
 AA9433.and adjusted by the National Geodetic Survey in December 1995..
 AA9433
 AA9433.The orthometric height was determined by GPS observations and a
 AA9433.high-resolution geoid model.
 AA9433
 AA9433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9433
 AA9433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9433
 AA9433.The ellipsoidal height was determined by GPS observations
 AA9433.and is referenced to NAD 83.
 AA9433
 AA9433.The geoid height was determined by GEOID03.
 AA9433
 AA9433;                    North         East     Units Scale Factor Converg.
 AA9433;SPC VA S     - 1,044,250.660 3,328,201.806   MT  1.00000952   -1 10 01.7
 AA9433;SPC VA S     - 3,426,012.37 10,919,275.43   sFT  1.00000952   -1 10 01.7
 AA9433;UTM  17      - 4,063,557.581   551,524.355   MT  0.99963271   +0 20 41.8
 AA9433
 AA9433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9433!SPC VA S     -   0.99987105  x   1.00000952  =   0.99988057
 AA9433!UTM  17      -   0.99987105  x   0.99963271  =   0.99950380
 AA9433
 AA9433                          SUPERSEDED SURVEY CONTROL
 AA9433
 AA9433  ELLIP H (12/05/95)  821.89   (m)                       GP(       ) 4 2
 AA9433
 AA9433.Superseded values are not recommended for survey control.
 AA9433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9433.See file dsdata.txt to determine how the superseded data were derived.
 AA9433
 AA9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5152463558(NAD 83)
 AA9433_MARKER: DD = SURVEY DISK
 AA9433_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA9433+WITH SETTING: INFORMATION.
 AA9433_STAMPING: 2 HBC ECC 1994
 AA9433_MARK LOGO: GEOMET
 AA9433_PROJECTION: FLUSH
 AA9433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9433+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9433_ROD/PIPE-DEPTH: 1    meters
 AA9433
 AA9433  HISTORY     - Date     Condition        Report By
 AA9433  HISTORY     - 1994     MONUMENTED       GEOMET
 AA9433
 AA9433                          STATION DESCRIPTION
 AA9433
 AA9433'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA9433'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 1.5 MILES
 AA9433'SOUTHWEST OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM
 AA9433'THE INTERSECTION OF U.S. HIGHWAY 58 AND BLUE RIDGE PARKWAY PROCEED
 AA9433'SOUTHWEST ALONG BLUE RIDGE PARKWAY A DISTANCE OF 1.6 MILES TO ROUND
 AA9433'MEADOW OVERLOOK AND THE STATION ON THE RIGHT.  THE STATION IS A
 AA9433'STANDARD 3 1/4 INCH GEOMETRICS GPS, INC ALUMINUM SURVEY DISK SET ON A
 AA9433'30 INCH ROD DRIVEN FLUSH WITH THE GROUND AND STAMPED 2 HBC ECC 1994.
 AA9433'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9433'55.5 FEET AZIMUTH 146 DEGREES TO USGS BM 2 HBC 1967 ON BRIDGE
 AA9433'ABUTMENT, (2) 57.8 FEET AZIMUTH 320 DEGREES TO ROUND MEADOW OVERLOOK
 AA9433'SIGN, (3)0.2 FOOT SOUTH FROM ASPHALT WALK, AND (4) 24.8 FEET NORTHWEST
 AA9433'FROM THE NORTHEAST CORNER OF BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1860 ***********************************************************************
 GV1860  DESIGNATION -  2 PNMP
 GV1860  PID         -  GV1860
 GV1860  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1860  USGS QUAD   -  PETERSBURG (1994)
 GV1860
 GV1860                         *CURRENT SURVEY CONTROL
 GV1860  ___________________________________________________________________
 GV1860* NAD 83(1986)-  37 13 08.     (N)    077 22 59.     (W)     SCALED    
 GV1860* NAVD 88     -        43.268  (meters)     141.96   (feet)  ADJUSTED  
 GV1860  ___________________________________________________________________
 GV1860  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1860  DYNAMIC HT  -          43.237 (meters)     141.85  (feet)  COMP
 GV1860  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 GV1860
 GV1860  VERT ORDER  -  SECOND    CLASS 0
 GV1860
 GV1860.The horizontal coordinates were scaled from a topographic map and have
 GV1860.an estimated accuracy of +/- 6 seconds.
 GV1860
 GV1860.The orthometric height was determined by differential leveling
 GV1860.and adjusted by the National Geodetic Survey in June 1991..
 GV1860
 GV1860.The geoid height was determined by GEOID03.
 GV1860
 GV1860.The dynamic height is computed by dividing the NAVD 88
 GV1860.geopotential number by the normal gravity value computed on the
 GV1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1860.degrees latitude (g = 980.6199 gals.).
 GV1860
 GV1860.The modeled gravity was interpolated from observed gravity values.
 GV1860
 GV1860;                    North         East    Units  Estimated Accuracy
 GV1860;SPC VA S     - 1,098,860.    3,599,130.      MT  (+/- 180 meters Scaled)
 GV1860
 GV1860                          SUPERSEDED SURVEY CONTROL
 GV1860
 GV1860  NGVD 29 (??/??/??)   43.618  (m)          143.10   (f) ADJUSTED    2 0
 GV1860
 GV1860.Superseded values are not recommended for survey control.
 GV1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1860.See file dsdata.txt to determine how the superseded data were derived.
 GV1860
 GV1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG885218(NAD 83)
 GV1860_MARKER: DD = SURVEY DISK
 GV1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1860_STAMPING: 161.09 2
 GV1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1860+STABILITY: SURFACE MOTION
 GV1860
 GV1860  HISTORY     - Date     Condition        Report By
 GV1860  HISTORY     - UNK      MONUMENTED       DOD
 GV1860  HISTORY     - 1959     GOOD             CGS
 GV1860  HISTORY     - 1988     GOOD             USPSQD
 GV1860  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 GV1860  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1860
 GV1860                          STATION DESCRIPTION
 GV1860
 GV1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1860'1.8 MI S FROM PETERSBURG.
 GV1860'1.85 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK AND
 GV1860'WESTERN RAILWAY STATION AT PETERSBURG, DINWIDDIE COUNTY, 0.1
 GV1860'MILE NORTH OF THE T JUNCTION OF U.S. HIGHWAYS 301 AND 460, 30.3
 GV1860'FEET EAST OF THE CENTERLINE OF CRATER ROAD (U.S. HIGHWAY 301),
 GV1860'10.9 FEET EAST OF THE EAST CURB LINE OF CRATER ROAD, 80 FEET
 GV1860'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE BASE OF
 GV1860'MONUMENT MASSACHUSETTS LOCATED IN THE CENTER OF THE DRIVEWAY
 GV1860'CORNER OF CONCRETE BASE OF MONUMENT MASSACHUSETTS LOCATED IN THE
 GV1860'OF SIGN POST, 2 FEET ABOVE THE LEVEL OF CRATER ROAD, AND SET
 GV1860'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GV1860
 GV1860                          STATION RECOVERY (1988)
 GV1860
 GV1860'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1860'RECOVERED IN GOOD CONDITION.
 GV1860
 GV1860                          STATION RECOVERY (1998)
 GV1860
 GV1860'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1860'MARK NOT FOUND.
 GV1860
 GV1860                          STATION RECOVERY (2004)
 GV1860
 GV1860'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0098 ***********************************************************************
 FW0098  DESIGNATION -  2 USN
 FW0098  PID         -  FW0098
 FW0098  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0098  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0098
 FW0098                         *CURRENT SURVEY CONTROL
 FW0098  ___________________________________________________________________
 FW0098* NAD 83(1986)-  36 46 48.     (N)    075 57 33.     (W)     SCALED    
 FW0098* NAVD 88     -         1.952  (meters)       6.40   (feet)  ADJUSTED  
 FW0098  ___________________________________________________________________
 FW0098  GEOID HEIGHT-         -37.89  (meters)                     GEOID03
 FW0098  DYNAMIC HT  -           1.951 (meters)       6.40  (feet)  COMP
 FW0098  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 FW0098
 FW0098  VERT ORDER  -  FIRST     CLASS II
 FW0098
 FW0098.The horizontal coordinates were scaled from a topographic map and have
 FW0098.an estimated accuracy of +/- 6 seconds.
 FW0098
 FW0098.The orthometric height was determined by differential leveling
 FW0098.and adjusted by the National Geodetic Survey in June 1991..
 FW0098
 FW0098.The geoid height was determined by GEOID03.
 FW0098
 FW0098.The dynamic height is computed by dividing the NAVD 88
 FW0098.geopotential number by the normal gravity value computed on the
 FW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0098.degrees latitude (g = 980.6199 gals.).
 FW0098
 FW0098.The modeled gravity was interpolated from observed gravity values.
 FW0098
 FW0098;                    North         East    Units  Estimated Accuracy
 FW0098;SPC VA S     - 1,052,620.    3,726,790.      MT  (+/- 180 meters Scaled)
 FW0098
 FW0098                          SUPERSEDED SURVEY CONTROL
 FW0098
 FW0098  NGVD 29 (??/??/??)    2.292  (m)            7.52   (f) ADJUSTED    1 2
 FW0098
 FW0098.Superseded values are not recommended for survey control.
 FW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0098.See file dsdata.txt to determine how the superseded data were derived.
 FW0098
 FW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF144708(NAD 83)
 FW0098_MARKER: B = BOLT
 FW0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0098_STAMPING: 2
 FW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0098+STABILITY: SURFACE MOTION
 FW0098
 FW0098  HISTORY     - Date     Condition        Report By
 FW0098  HISTORY     - UNK      MONUMENTED       USN
 FW0098  HISTORY     - 1952     MARK NOT FOUND   CGS
 FW0098  HISTORY     - 1963     GOOD             CGS
 FW0098
 FW0098                          STATION DESCRIPTION
 FW0098
 FW0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0098'AT DAM NECK MILLS.
 FW0098'AT DAM NECK MILLS U.S. FLEET AIR DEFENSE TRAINING CENTER (NAVAL),
 FW0098'IN FRONT OF PRESENT ADMINSTRATION BUILDING (BUILDING NO. A-15),
 FW0098'25 FEET EAST OF CENTER LINE OF A STREET, 19 FEET NORTH-NORTHWEST
 FW0098'OF SOUTHWEST CORNER OF BUILDING, 4/8 FEET WEST OF WEST FACE OF
 FW0098'BUILDING, ABOUT LEVEL WITH STREET AND IN THE TOP OF A CONCRETE
 FW0098'POST PROJECTING 4 INCHES.  NOTE-- A NEW ADMINSTRATION BUILDING
 FW0098'IS NOW UNDER CONSTRUCTION ON RESERVATION.  NOTE-- BOLT IS NOT SET
 FW0098'IN CENTER OF POST BUT IS 2 INCHES SOUTH OF NORTH EDGE OF POST AND
 FW0098'PROJECTS 1/2 INCH OUT OF CONCRETE POST.  A 1-INCH ROUND BOLT
 FW0098'WITH CROSS IN CENTER IS SET IN CENTER OF POST AND FLUSH WITH
 FW0098'CONCRETE POST.
 FW0098'NOTE-- THIS MARK WAS DELETED FROM PUBLICATION BECAUSE L14224 WASNT
 FW0098'REAJUSTED. MARK HAS A NEGATIVE REPORT.
 FW0098
 FW0098                          STATION RECOVERY (1963)
 FW0098
 FW0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5638 ***********************************************************************
 GV5638  DESIGNATION -  20
 GV5638  PID         -  GV5638
 GV5638  STATE/COUNTY-  VA/CHESTERFIELD
 GV5638  USGS QUAD   -  CHESTERFIELD (1994)
 GV5638
 GV5638                         *CURRENT SURVEY CONTROL
 GV5638  ___________________________________________________________________
 GV5638* NAD 83(1993)-  37 28 19.57364(N)    077 30 43.59668(W)     ADJUSTED  
 GV5638* NAVD 88     -        54.85   (+/-2cm)     180.0    (feet)  VERTCON   
 GV5638  ___________________________________________________________________
 GV5638  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV5638  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV5638
 GV5638  HORZ ORDER  -  SECOND
 GV5638  VERT ORDER  -  THIRD ? (See Below)
 GV5638
 GV5638.The horizontal coordinates were established by classical geodetic methods
 GV5638.and adjusted by the National Geodetic Survey in September 1995..
 GV5638
 GV5638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5638.The vertical order pertains to the NGVD 29 superseded value.
 GV5638
 GV5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5638
 GV5638.The geoid height was determined by GEOID03.
 GV5638
 GV5638;                    North         East     Units Scale Factor Converg.
 GV5638;SPC VA S     - 1,126,832.492 3,587,380.862   MT  0.99994706   +0 35 58.5
 GV5638;SPC VA S     - 3,696,949.60 11,769,598.71   sFT  0.99994706   +0 35 58.5
 GV5638;UTM  18      - 4,150,210.319   277,853.153   MT  1.00020791   -1 31 44.1
 GV5638
 GV5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5638!SPC VA S     -   0.99999657  x   0.99994706  =   0.99994363
 GV5638!UTM  18      -   0.99999657  x   1.00020791  =   1.00020448
 GV5638
 GV5638|---------------------------------------------------------------------|
 GV5638| PID    Reference Object                     Distance      Geod. Az  |
 GV5638|                                                           dddmmss.s |
 GV5638| DC5488 20 RM                                14.349 METERS 14813     |
 GV5638| GV5640 21                                  APPROX. 0.8 KM 3390625.7 |
 GV5638|---------------------------------------------------------------------|
 GV5638
 GV5638                          SUPERSEDED SURVEY CONTROL
 GV5638
 GV5638  NAD 83(1993)-  37 28 19.57360(N)    077 30 43.59656(W) AD(       ) 2
 GV5638  NAD 83(1986)-  37 28 19.57980(N)    077 30 43.61356(W) AD(       ) 2
 GV5638  NAD 27      -  37 28 19.04703(N)    077 30 44.66200(W) AD(       ) 2
 GV5638  NGVD 29 (07/19/86)   55.16   (m)          181.0    (f) LEVELING    3  
 GV5638
 GV5638.Superseded values are not recommended for survey control.
 GV5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5638.See file dsdata.txt to determine how the superseded data were derived.
 GV5638
 GV5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7785350210(NAD 83)
 GV5638_MARKER: Z = SEE DESCRIPTION
 GV5638_SETTING: 0 = UNSPECIFIED SETTING
 GV5638
 GV5638  HISTORY     - Date     Condition        Report By
 GV5638  HISTORY     - 1972     MONUMENTED       VA2060
 GV5638  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5638  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 GV5638  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5638
 GV5638                          STATION DESCRIPTION
 GV5638
 GV5638'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5638'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5638'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5638'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.5 MILES, THENCE WEST ON
 GV5638'CHIPPENHAM PKWY. 2.0 MILES TO POINT NO. 20.
 GV5638'
 GV5638'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5638'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5638'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5638'ABOUT 10 INCHES BELOW GROUND.
 GV5638'
 GV5638'10.4 FEET S. W. OF EDGE OF PAVEMENT OF SOUTHBOUND LANE OF CHIPPENHAM
 GV5638'PKWY., 39.6 FEET N. E. OF WOVEN WIRE FENCE, 85.0 FEET E. OF VEPCO
 GV5638'POLE.
 GV5638'
 GV5638'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5638'CENTER OF PIN, SET FLUSH TO GROUND, NO MARKINGS.  37.2 FEET N. E.
 GV5638'WOVEN WIRE FENCE, 11.2 FEET S. E. E. P. OF SOUTHBOUND LANE OF
 GV5638'CHIPPENHAM PKWY.
 GV5638'
 GV5638'DISTANCE BETWEEN PT. 20 AND R. M. IS 47.06 FT., 14.349 M.
 GV5638'
 GV5638'NEAREST TOWN--RICHMOND.
 GV5638
 GV5638                          STATION RECOVERY (1999)
 GV5638
 GV5638'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5638'MARK NOT FOUND.
 GV5638
 GV5638                          STATION RECOVERY (2004)
 GV5638
 GV5638'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 GV5638'PAVEMENT RUNS ALL THE WAY TO A CONCERETE WALL AT THIS LOCATION
 GV5638
 GV5638                          STATION RECOVERY (2005)
 GV5638
 GV5638'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5638'MARK NOT FOUND DUE TO ROAD WIDEING OF CHIPPENHAM PARKWAY RT 150.
 GV5638'ESTIMATED AREA OF MARK IS UNDER ROAD PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1233 ***********************************************************************
 GV1233  DESIGNATION -  20 C OF R
 GV1233  PID         -  GV1233
 GV1233  STATE/COUNTY-  VA/HENRICO
 GV1233  USGS QUAD   -  RICHMOND (1994)
 GV1233
 GV1233                         *CURRENT SURVEY CONTROL
 GV1233  ___________________________________________________________________
 GV1233* NAD 83(1986)-  37 31 32.     (N)    077 25 15.     (W)     SCALED    
 GV1233* NAVD 88     -         5.673  (meters)      18.61   (feet)  ADJUSTED  
 GV1233  ___________________________________________________________________
 GV1233  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV1233  DYNAMIC HT  -           5.669 (meters)      18.60  (feet)  COMP
 GV1233  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 GV1233
 GV1233  VERT ORDER  -  FIRST     CLASS II
 GV1233
 GV1233.The horizontal coordinates were scaled from a topographic map and have
 GV1233.an estimated accuracy of +/- 6 seconds.
 GV1233
 GV1233.The orthometric height was determined by differential leveling
 GV1233.and adjusted by the National Geodetic Survey in June 1991..
 GV1233
 GV1233.The geoid height was determined by GEOID03.
 GV1233
 GV1233.The dynamic height is computed by dividing the NAVD 88
 GV1233.geopotential number by the normal gravity value computed on the
 GV1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1233.degrees latitude (g = 980.6199 gals.).
 GV1233
 GV1233.The modeled gravity was interpolated from observed gravity values.
 GV1233
 GV1233;                    North         East    Units  Estimated Accuracy
 GV1233;SPC VA S     - 1,132,850.    3,595,390.      MT  (+/- 180 meters Scaled)
 GV1233
 GV1233                          SUPERSEDED SURVEY CONTROL
 GV1233
 GV1233  NGVD 29 (??/??/??)    5.985  (m)           19.64   (f) ADJUSTED    1 2
 GV1233
 GV1233.Superseded values are not recommended for survey control.
 GV1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1233.See file dsdata.txt to determine how the superseded data were derived.
 GV1233
 GV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG860559(NAD 83)
 GV1233_MARKER: Z = SEE DESCRIPTION
 GV1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1233_SP_SET: GRANITE BLOCK
 GV1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1233
 GV1233  HISTORY     - Date     Condition        Report By
 GV1233  HISTORY     - UNK      MONUMENTED       VA2060
 GV1233  HISTORY     - 1943     GOOD             CGS
 GV1233  HISTORY     - 1961     GOOD             CGS
 GV1233  HISTORY     - 1979     MARK NOT FOUND   NGS
 GV1233  HISTORY     - 19961006 MARK NOT FOUND   USPSQD
 GV1233  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1233  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV1233
 GV1233                          STATION DESCRIPTION
 GV1233
 GV1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GV1233'AT RICHMOND.
 GV1233'AT RICHMOND, HENRICO COUNTY, AT THE LOWER CITY OF RICHMOND RIVER
 GV1233'LOCK, AT THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST WING
 GV1233'WALL, 36.6 FEET FROM THE NORTHEAST CORNER OF THE GRANITE BLOCK
 GV1233'UNDER THE EAST END OF THE CATWALK OVER THE SOUTH LOCK GATE, AND
 GV1233'19.1 FEET FROM THE SOUTHEAST CORNER OF THE METAL BASE PLATE FOOTING
 GV1233'OF THE SOUTHEAST LEG OF THE TIDE-GAGE HOUSE.  THE HIGHEST POINT
 GV1233'ON THE TOP OF THE GRANITE BLOCK.
 GV1233
 GV1233                          STATION RECOVERY (1961)
 GV1233
 GV1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1233'RECOVERED IN GOOD CONDITION.
 GV1233
 GV1233                          STATION RECOVERY (1979)
 GV1233
 GV1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1233'MARK NOT FOUND.
 GV1233
 GV1233                          STATION RECOVERY (1996)
 GV1233
 GV1233'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1233'MARK NOT FOUND.
 GV1233
 GV1233                          STATION RECOVERY (2000)
 GV1233
 GV1233'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1233'MARK NOT FOUND.
 GV1233
 GV1233                          STATION RECOVERY (2005)
 GV1233
 GV1233'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1233'SEARCHED IN AREA OF PLOTTED POSITION, NO MARKER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2519 ***********************************************************************
 GV2519  DESIGNATION -  20 D USGS
 GV2519  PID         -  GV2519
 GV2519  STATE/COUNTY-  VA/LOUISA
 GV2519  USGS QUAD   -  BEAVERDAM (1985)
 GV2519
 GV2519                         *CURRENT SURVEY CONTROL
 GV2519  ___________________________________________________________________
 GV2519* NAD 83(1986)-  37 57 50.     (N)    077 44 15.     (W)     SCALED    
 GV2519* NAVD 88     -       100.594  (meters)     330.03   (feet)  ADJUSTED  
 GV2519  ___________________________________________________________________
 GV2519  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2519  DYNAMIC HT  -         100.529 (meters)     329.82  (feet)  COMP
 GV2519  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 GV2519
 GV2519  VERT ORDER  -  SECOND    CLASS 0
 GV2519
 GV2519.The horizontal coordinates were scaled from a topographic map and have
 GV2519.an estimated accuracy of +/- 6 seconds.
 GV2519
 GV2519.The orthometric height was determined by differential leveling
 GV2519.and adjusted by the National Geodetic Survey in June 1991..
 GV2519
 GV2519.The geoid height was determined by GEOID03.
 GV2519
 GV2519.The dynamic height is computed by dividing the NAVD 88
 GV2519.geopotential number by the normal gravity value computed on the
 GV2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2519.degrees latitude (g = 980.6199 gals.).
 GV2519
 GV2519.The modeled gravity was interpolated from observed gravity values.
 GV2519
 GV2519;                    North         East    Units  Estimated Accuracy
 GV2519;SPC VA S     - 1,181,230.    3,567,000.      MT  (+/- 180 meters Scaled)
 GV2519
 GV2519                          SUPERSEDED SURVEY CONTROL
 GV2519
 GV2519  NGVD 29 (??/??/??)  100.850  (m)          330.87   (f) ADJUSTED    2 0
 GV2519
 GV2519.Superseded values are not recommended for survey control.
 GV2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2519.See file dsdata.txt to determine how the superseded data were derived.
 GV2519
 GV2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH595053(NAD 83)
 GV2519_MARKER: DD = SURVEY DISK
 GV2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2519_STAMPING: 20 D 1929 330.882 ELEV
 GV2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2519+STABILITY: SURFACE MOTION
 GV2519
 GV2519  HISTORY     - Date     Condition        Report By
 GV2519  HISTORY     - 1929     MONUMENTED       USGS
 GV2519  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2519  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2519  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2519
 GV2519                          STATION DESCRIPTION
 GV2519
 GV2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2519'4.9 MI NW FROM BEAVER DAM.
 GV2519'IN LOUISA COUNTY, ABOUT 4.9 MILES NORTHWEST ALONG THE CHESAPEAKE
 GV2519'AND OHIO RAILWAY FROM THE STATION AT BEAVER DAM, HANOVER COUNTY,
 GV2519'ABOUT 130 FEET EAST OF THE STATION AT BUMPASS, ABOUT 60 FEET
 GV2519'SOUTH OF THE W.L. BUMPASS STORE, 30 FEET NORTH OF THE CENTER
 GV2519'LINE OF THE TRACK, AND 15 FEET EAST OF A CROSSING-WARNING SIGN.
 GV2519'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 20 D
 GV2519'1929 330.882 ELEV. AND SET IN THE TOP OF A CONCRETE POST.
 GV2519
 GV2519                          STATION RECOVERY (1998)
 GV2519
 GV2519'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2519'MARK NOT FOUND.
 GV2519
 GV2519                          STATION RECOVERY (2002)
 GV2519
 GV2519'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2519' 
 GV2519' 
 GV2519' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0589 ***********************************************************************
 GX0589  DESIGNATION -  20 LLB
 GX0589  PID         -  GX0589
 GX0589  STATE/COUNTY-  VA/GILES
 GX0589  USGS QUAD   -  EGGLESTON (1985)
 GX0589
 GX0589                         *CURRENT SURVEY CONTROL
 GX0589  ___________________________________________________________________
 GX0589* NAD 83(1986)-  37 18 01.     (N)    080 33 31.     (W)     SCALED    
 GX0589* NAVD 88     -       534.661  (meters)    1754.13   (feet)  ADJUSTED  
 GX0589  ___________________________________________________________________
 GX0589  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GX0589  DYNAMIC HT  -         534.199 (meters)    1752.62  (feet)  COMP
 GX0589  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 GX0589
 GX0589  VERT ORDER  -  SECOND    CLASS 0
 GX0589
 GX0589.The horizontal coordinates were scaled from a topographic map and have
 GX0589.an estimated accuracy of +/- 6 seconds.
 GX0589
 GX0589.The orthometric height was determined by differential leveling
 GX0589.and adjusted by the National Geodetic Survey in June 1991..
 GX0589
 GX0589.The geoid height was determined by GEOID03.
 GX0589
 GX0589.The dynamic height is computed by dividing the NAVD 88
 GX0589.geopotential number by the normal gravity value computed on the
 GX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0589.degrees latitude (g = 980.6199 gals.).
 GX0589
 GX0589.The modeled gravity was interpolated from observed gravity values.
 GX0589
 GX0589;                    North         East    Units  Estimated Accuracy
 GX0589;SPC VA S     - 1,109,300.    3,317,510.      MT  (+/- 180 meters Scaled)
 GX0589
 GX0589                          SUPERSEDED SURVEY CONTROL
 GX0589
 GX0589  NGVD 29 (??/??/92)  534.785  (m)         1754.54   (f) ADJ UNCH    2 0
 GX0589
 GX0589.Superseded values are not recommended for survey control.
 GX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0589.See file dsdata.txt to determine how the superseded data were derived.
 GX0589
 GX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB391282(NAD 83)
 GX0589_MARKER: DD = SURVEY DISK
 GX0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0589_SP_SET: BRIDGE
 GX0589_STAMPING: 20 LLB 1755 1963
 GX0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0589
 GX0589  HISTORY     - Date     Condition        Report By
 GX0589  HISTORY     - 1963     MONUMENTED       USGS
 GX0589  HISTORY     - 1964     GOOD             NGS
 GX0589
 GX0589                          STATION DESCRIPTION
 GX0589
 GX0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0589'4.4 MI NW FROM NEWPORT.
 GX0589'4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0589'IN NEW PORT TO THE MARK SET IN THE TOP OF THE SOUTHEAST WINGWALL
 GX0589'OF A BRIDGE OVER SINKING CREEK, 4.4 MILES SOUTHEAST OF PEMBROKE,
 GX0589'19.6 FEET SOUTH OF CENTERLINE OF HIGHWAY, AND IS ABOUT LEVEL
 GX0589'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3805 ***********************************************************************
 FY3805  DESIGNATION -  20 RESET
 FY3805  PID         -  FY3805
 FY3805  STATE/COUNTY-  VA/HALIFAX
 FY3805  USGS QUAD   -  SCOTTSBURG (1968)
 FY3805
 FY3805                         *CURRENT SURVEY CONTROL
 FY3805  ___________________________________________________________________
 FY3805* NAD 83(1986)-  36 47 45.     (N)    078 47 10.     (W)     SCALED    
 FY3805* NAVD 88     -       110.31   (meters)     361.9    (feet)  RESET     
 FY3805  ___________________________________________________________________
 FY3805  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 FY3805
 FY3805  VERT ORDER  -  THIRD
 FY3805
 FY3805.The horizontal coordinates were scaled from a topographic map and have
 FY3805.an estimated accuracy of +/- 6 seconds.
 FY3805
 FY3805.The orthometric height was computed from unverified reset data.
 FY3805.No vertical observational check was made to the station.
 FY3805
 FY3805.The geoid height was determined by GEOID03.
 FY3805
 FY3805;                    North         East    Units  Estimated Accuracy
 FY3805;SPC VA S     - 1,051,360.    3,474,470.      MT  (+/- 180 meters Scaled)
 FY3805
 FY3805                          SUPERSEDED SURVEY CONTROL
 FY3805
 FY3805  NGVD 29 (03/21/06)  110.57   (m)          362.8    (f) RESET       3  
 FY3805
 FY3805.Superseded values are not recommended for survey control.
 FY3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3805.See file dsdata.txt to determine how the superseded data were derived.
 FY3805
 FY3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA975745(NAD 83)
 FY3805_MARKER: DB = BENCH MARK DISK
 FY3805_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FY3805_SP_SET: RETAINING WALL
 FY3805_STAMPING: 20 USGS RESET 1985
 FY3805_MARK LOGO: NGS   
 FY3805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY3805
 FY3805  HISTORY     - Date     Condition        Report By
 FY3805  HISTORY     - 1985     MONUMENTED       NGS
 FY3805  HISTORY     - 1987     GOOD             USPSQD
 FY3805
 FY3805                          STATION DESCRIPTION
 FY3805
 FY3805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FY3805'6.2 KM (3.85 MI) SOUTH FROM CLOVER.
 FY3805'1.76 KM (1.10 MI) SOUTH ON STATE ROUTE 92, MAIN ST., FROM THE POST
 FY3805'OFFICE IN CLOVER TO U.S. HIGHWAY 360.  TURN RIGHT, SOUTHERLY ON U.S.
 FY3805'HIGHWAY 360 FOR 5.28 KM (3.30 MI) TO THE BRIDGE OVER DIFFICULT CREEK
 FY3805'AND THE MARK ON THE LEFT IN THE WEST END OF THE NORTH RETAINING WALL
 FY3805'OF THE BRIDGE, 5.7 M (18.7 FT) EAST OF THE CENTER OF U.S. HIGHWAY 360
 FY3805'SOUTH-BOUND.
 FY3805'THE MARK IS 0.3 M BELOW HIGHWAY.
 FY3805
 FY3805                          STATION RECOVERY (1987)
 FY3805
 FY3805'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FY3805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5800 ***********************************************************************
 GV5800  DESIGNATION -  200 C OF R 1972
 GV5800  PID         -  GV5800
 GV5800  STATE/COUNTY-  VA/C OF RICHMOND
 GV5800  USGS QUAD   -  BON AIR (1994)
 GV5800
 GV5800                         *CURRENT SURVEY CONTROL
 GV5800  ___________________________________________________________________
 GV5800* NAD 83(1993)-  37 32 35.23637(N)    077 33 17.65296(W)     ADJUSTED  
 GV5800* NAVD 88     -        83.83   (+/-2cm)     275.0    (feet)  VERTCON   
 GV5800  ___________________________________________________________________
 GV5800  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV5800  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5800
 GV5800  HORZ ORDER  -  SECOND
 GV5800  VERT ORDER  -  THIRD ? (See Below)
 GV5800
 GV5800.The horizontal coordinates were established by classical geodetic methods
 GV5800.and adjusted by the National Geodetic Survey in November 1994..
 GV5800
 GV5800.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5800.The vertical order pertains to the NGVD 29 superseded value.
 GV5800
 GV5800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5800
 GV5800.The geoid height was determined by GEOID03.
 GV5800
 GV5800;                    North         East     Units Scale Factor Converg.
 GV5800;SPC VA S     - 1,134,674.962 3,583,516.923   MT  0.99995008   +0 34 25.0
 GV5800;SPC VA S     - 3,722,679.44 11,756,921.77   sFT  0.99995008   +0 34 25.0
 GV5800;UTM  18      - 4,158,193.119   274,282.376   MT  1.00022760   -1 33 27.0
 GV5800
 GV5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5800!SPC VA S     -   0.99999200  x   0.99995008  =   0.99994208
 GV5800!UTM  18      -   0.99999200  x   1.00022760  =   1.00021959
 GV5800
 GV5800|---------------------------------------------------------------------|
 GV5800| PID    Reference Object                     Distance      Geod. Az  |
 GV5800|                                                           dddmmss.s |
 GV5800| GV5799 54                                   45.308 METERS 10602     |
 GV5800| GV5802 201 C OF R 1972                     378.458 METERS 30713     |
 GV5800|---------------------------------------------------------------------|
 GV5800
 GV5800                          SUPERSEDED SURVEY CONTROL
 GV5800
 GV5800  NAD 83(1986)-  37 32 35.24256(N)    077 33 17.66991(W) AD(       ) 2
 GV5800  NAD 27      -  37 32 34.71263(N)    077 33 18.71751(W) AD(       ) 2
 GV5800  NGVD 29 (07/19/86)   84.14   (m)          276.0    (f) LEVELING    3  
 GV5800
 GV5800.Superseded values are not recommended for survey control.
 GV5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5800.See file dsdata.txt to determine how the superseded data were derived.
 GV5800
 GV5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7428258193(NAD 83)
 GV5800_MARKER: Z = SEE DESCRIPTION
 GV5800_SETTING: 0 = UNSPECIFIED SETTING
 GV5800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5800
 GV5800  HISTORY     - Date     Condition        Report By
 GV5800  HISTORY     - 1972     MONUMENTED       VA2060
 GV5800  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 GV5800  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5800  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5800
 GV5800                          STATION DESCRIPTION
 GV5800
 GV5800'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5800'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5800'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5800'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5800'POWER LINE AND POINT NO. 200.
 GV5800'
 GV5800'LARGE IRON PIN WITH PUNCH HOLE, SET IN THE GROUND, FLUSH WITH THE
 GV5800'GROUND.
 GV5800'
 GV5800'LOCATED IN CENTER OF VEPCO TRANSMISSION TOWER NO. 86-58, 69.3 FEET
 GV5800'N.W. OF E.P. OF HUGUENOT RD., 70.1 FEET W. OF 10 INCH PINE TREE,
 GV5800'97.0 FEET E. OF VEPCO POLE NO. 129340, 97.7 FEET N.N.E. OF VEPCO
 GV5800'POLE NO. 109980.
 GV5800'
 GV5800'NEAREST TOWN--RICHMOND.
 GV5800
 GV5800                          STATION RECOVERY (1996)
 GV5800
 GV5800'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5800'MARK NOT FOUND.
 GV5800
 GV5800                          STATION RECOVERY (1999)
 GV5800
 GV5800'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5800'MARK NOT FOUND.
 GV5800
 GV5800                          STATION RECOVERY (2004)
 GV5800
 GV5800'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1342 ***********************************************************************
 GV1342  DESIGNATION -  200 USGS
 GV1342  PID         -  GV1342
 GV1342  STATE/COUNTY-  VA/CAROLINE
 GV1342  USGS QUAD   -  PENOLA (1985)
 GV1342
 GV1342                         *CURRENT SURVEY CONTROL
 GV1342  ___________________________________________________________________
 GV1342* NAD 83(1986)-  37 59 07.     (N)    077 17 04.     (W)     SCALED    
 GV1342* NAVD 88     -        60.812  (meters)     199.51   (feet)  ADJUSTED  
 GV1342  ___________________________________________________________________
 GV1342  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV1342  DYNAMIC HT  -          60.773 (meters)     199.39  (feet)  COMP
 GV1342  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 GV1342
 GV1342  VERT ORDER  -  SECOND    CLASS 0
 GV1342
 GV1342.The horizontal coordinates were scaled from a topographic map and have
 GV1342.an estimated accuracy of +/- 6 seconds.
 GV1342
 GV1342.The orthometric height was determined by differential leveling
 GV1342.and adjusted by the National Geodetic Survey in June 1991..
 GV1342
 GV1342.The geoid height was determined by GEOID03.
 GV1342
 GV1342.The dynamic height is computed by dividing the NAVD 88
 GV1342.geopotential number by the normal gravity value computed on the
 GV1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1342.degrees latitude (g = 980.6199 gals.).
 GV1342
 GV1342.The modeled gravity was interpolated from observed gravity values.
 GV1342
 GV1342;                    North         East    Units  Estimated Accuracy
 GV1342;SPC VA N     - 2,036,070.    3,606,780.      MT  (+/- 180 meters Scaled)
 GV1342
 GV1342                          SUPERSEDED SURVEY CONTROL
 GV1342
 GV1342  NGVD 29 (??/??/??)   61.089  (m)          200.42   (f) ADJUSTED    2 0
 GV1342
 GV1342.Superseded values are not recommended for survey control.
 GV1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1342.See file dsdata.txt to determine how the superseded data were derived.
 GV1342
 GV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH993066(NAD 83)
 GV1342_MARKER: P = PIPE CAP
 GV1342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1342_STAMPING: VA 200 1917
 GV1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1342
 GV1342  HISTORY     - Date     Condition        Report By
 GV1342  HISTORY     - 1917     MONUMENTED       USGS
 GV1342  HISTORY     - 1962     GOOD             CGS
 GV1342  HISTORY     - 19990210 MARK NOT FOUND   USPSQD
 GV1342  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1342
 GV1342                          STATION DESCRIPTION
 GV1342
 GV1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1342'3.4 MI W FROM SPARTA.
 GV1342'3.4 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV1342'SPARTA, CAROLINE COUNTY, 52 FEET NORTHEAST OF THE CENTER OF
 GV1342'THE JUNCTION OF SECONDARY STATE HIGHWAY 643, 16 FEET NORTH OF
 GV1342'THE CENTER LINE OF STATE HIGHWAY 14, 8 FEET WEST OF THE CENTER
 GV1342'LINE OF A ROAD LEADING TO A HOUSE, 107 FEET SOUTHWEST OF THE
 GV1342'WEST CORNER OF THE HOUSE, 31 FEET NORTH OF A 24-INCH OAK TREE
 GV1342'IN THE TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAYS, 2.5
 GV1342'FEET SOUTHWEST OF THE WEST GATEPOST, AND 1 FOOT SOUTH OF A WHITE
 GV1342'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1342'CAP, STAMPED VA 200 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GV1342'IRON PIPE.
 GV1342
 GV1342                          STATION RECOVERY (1999)
 GV1342
 GV1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1342'MARK NOT FOUND.
 GV1342
 GV1342                          STATION RECOVERY (2002)
 GV1342
 GV1342'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1244 ***********************************************************************
 GW1244  DESIGNATION -  200 VARR
 GW1244  PID         -  GW1244
 GW1244  STATE/COUNTY-  VA/CAMPBELL
 GW1244  USGS QUAD   -  ALTAVISTA (1978)
 GW1244
 GW1244                         *CURRENT SURVEY CONTROL
 GW1244  ___________________________________________________________________
 GW1244* NAD 83(1986)-  37 06 33.     (N)    079 18 12.     (W)     SCALED    
 GW1244* NAVD 88     -       169.446  (meters)     555.92   (feet)  ADJUSTED  
 GW1244  ___________________________________________________________________
 GW1244  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW1244  DYNAMIC HT  -         169.314 (meters)     555.49  (feet)  COMP
 GW1244  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 GW1244
 GW1244  VERT ORDER  -  FIRST     CLASS II
 GW1244
 GW1244.The horizontal coordinates were scaled from a topographic map and have
 GW1244.an estimated accuracy of +/- 6 seconds.
 GW1244
 GW1244.The orthometric height was determined by differential leveling
 GW1244.and adjusted by the National Geodetic Survey in June 1991..
 GW1244
 GW1244.The geoid height was determined by GEOID03.
 GW1244
 GW1244.The dynamic height is computed by dividing the NAVD 88
 GW1244.geopotential number by the normal gravity value computed on the
 GW1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1244.degrees latitude (g = 980.6199 gals.).
 GW1244
 GW1244.The modeled gravity was interpolated from observed gravity values.
 GW1244
 GW1244;                    North         East    Units  Estimated Accuracy
 GW1244;SPC VA S     - 1,086,400.    3,428,600.      MT  (+/- 180 meters Scaled)
 GW1244
 GW1244                          SUPERSEDED SURVEY CONTROL
 GW1244
 GW1244  NGVD 29 (03/05/92)  169.688  (m)          556.72   (f) ADJUSTED    1 2
 GW1244
 GW1244.Superseded values are not recommended for survey control.
 GW1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1244.See file dsdata.txt to determine how the superseded data were derived.
 GW1244
 GW1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB507083(NAD 83)
 GW1244_MARKER: Q = CHISELED SQUARE
 GW1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1244_SP_SET: BRIDGE
 GW1244_MARK LOGO: VARR  
 GW1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1244
 GW1244  HISTORY     - Date     Condition        Report By
 GW1244  HISTORY     - UNK      MONUMENTED       VARR
 GW1244  HISTORY     - 1935     GOOD             NGS
 GW1244  HISTORY     - 1983     GOOD             NGS
 GW1244
 GW1244                          STATION DESCRIPTION
 GW1244
 GW1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1244'0.8 MI W FROM ALTAVISTA.
 GW1244'ABOUT 0.8 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1244'AT ALTAVISTA, CAMPBELL COUNTY, ABOUT 40 YARDS EAST OF MILEPOST
 GW1244'200, 6.5 FEET NORTH OF THE NORTH RAIL, AND ON TOP OF THE NORTH
 GW1244'END OF THE EAST ABUTMENT OF A RAILROAD BRIDGE OVER THE STAUNTON
 GW1244'RIVER.  A 2-INCH CHISELED SQUARE.
 GW1244
 GW1244                          STATION RECOVERY (1983)
 GW1244
 GW1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1253 ***********************************************************************
 GV1253  DESIGNATION -  2001 VAGS
 GV1253  PID         -  GV1253
 GV1253  STATE/COUNTY-  VA/HENRICO
 GV1253  USGS QUAD   -  YELLOW TAVERN (1994)
 GV1253
 GV1253                         *CURRENT SURVEY CONTROL
 GV1253  ___________________________________________________________________
 GV1253* NAD 83(1986)-  37 39 38.     (N)    077 27 36.     (W)     SCALED    
 GV1253* NAVD 88     -        59.282  (meters)     194.49   (feet)  ADJUSTED  
 GV1253  ___________________________________________________________________
 GV1253  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV1253  DYNAMIC HT  -          59.242 (meters)     194.36  (feet)  COMP
 GV1253  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 GV1253
 GV1253  VERT ORDER  -  SECOND    CLASS 0
 GV1253
 GV1253.The horizontal coordinates were scaled from a topographic map and have
 GV1253.an estimated accuracy of +/- 6 seconds.
 GV1253
 GV1253.The orthometric height was determined by differential leveling
 GV1253.and adjusted by the National Geodetic Survey in June 1991..
 GV1253
 GV1253.The geoid height was determined by GEOID03.
 GV1253
 GV1253.The dynamic height is computed by dividing the NAVD 88
 GV1253.geopotential number by the normal gravity value computed on the
 GV1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1253.degrees latitude (g = 980.6199 gals.).
 GV1253
 GV1253.The modeled gravity was interpolated from observed gravity values.
 GV1253
 GV1253;                    North         East    Units  Estimated Accuracy
 GV1253;SPC VA S     - 1,147,800.    3,591,760.      MT  (+/- 180 meters Scaled)
 GV1253
 GV1253                          SUPERSEDED SURVEY CONTROL
 GV1253
 GV1253  NGVD 29 (??/??/??)   59.582  (m)          195.48   (f) ADJUSTED    2 0
 GV1253
 GV1253.Superseded values are not recommended for survey control.
 GV1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1253.See file dsdata.txt to determine how the superseded data were derived.
 GV1253
 GV1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG830710(NAD 83)
 GV1253_MARKER: DD = SURVEY DISK
 GV1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1253_STAMPING: 2001
 GV1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1253+STABILITY: SURFACE MOTION
 GV1253
 GV1253  HISTORY     - Date     Condition        Report By
 GV1253  HISTORY     - UNK      MONUMENTED       VAGS
 GV1253  HISTORY     - 1958     GOOD             CGS
 GV1253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1253  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1253  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV1253  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1253  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1253
 GV1253                          STATION DESCRIPTION
 GV1253
 GV1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1253'4.5 MI N FROM RICHMOND.
 GV1253'FROM THE LAKEVIEW BRANCH POST OFFICE IN NORTHWEST RICHMOND, GO
 GV1253'EAST ON U.S. HIGHWAY 161 FOR 0.8 MILES, THENCE NORTH ON U.S.
 GV1253'HIGHWAY FOR 3.7 MILES.  THE MARK IS ABOUT 0.15 MILE SOUTH OF THE
 GV1253'STATE POLICE HEADQUARTERS, 33 FEET EAST OF THE CENTERLINE OF U.S.
 GV1253'HIGHWAY 1 AND 18 FEET NORTH OF THE CENTERLINE OF THE DRIVE WAY TO
 GV1253'HARMONY KNOLL.  SET IN AN 8 INCH SQUARE CONCRETE POST PROJECTING
 GV1253'1 FOOT.
 GV1253
 GV1253                          STATION RECOVERY (1988)
 GV1253
 GV1253'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV1253'MARK NOT FOUND.
 GV1253
 GV1253                          STATION RECOVERY (1990)
 GV1253
 GV1253'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV1253'MARK NOT FOUND.
 GV1253
 GV1253                          STATION RECOVERY (1996)
 GV1253
 GV1253'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1253'MARK NOT FOUND.
 GV1253
 GV1253                          STATION RECOVERY (2000)
 GV1253
 GV1253'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV1253'LAT AND LONG LOCATION OF MARKER IS INSIDE THE NORTHEAST LOOP OF A
 GV1253'CLOVERLEAF INTERSECTION OF US HWY 1 AND INTERSTATE 295 (RICHMOND
 GV1253'BYPASS). MARKER WAS PROBABLY DESTROYED DURING CONSTUCTION OF THE
 GV1253'INTERSECTION. STATE POLICE HQ HAS BEEN RELOCATED. HARMONY LANE
 GV1253'DRIVEWAY IS GONE. US HWY 1 IS WIDENED TO A 4-LANE DIVIDED HIGHWAY.
 GV1253
 GV1253                          STATION RECOVERY (2005)
 GV1253
 GV1253'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3537 ***********************************************************************
 GV3537  DESIGNATION -  2004 RESET 1974
 GV3537  PID         -  GV3537
 GV3537  STATE/COUNTY-  VA/HANOVER
 GV3537  USGS QUAD   -  YELLOW TAVERN (1994)
 GV3537
 GV3537                         *CURRENT SURVEY CONTROL
 GV3537  ___________________________________________________________________
 GV3537* NAD 83(1986)-  37 41 23.     (N)    077 27 47.     (W)     SCALED    
 GV3537* NAVD 88     -        60.79   (meters)     199.4    (feet)  RESET     
 GV3537  ___________________________________________________________________
 GV3537  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV3537
 GV3537  VERT ORDER  -  THIRD
 GV3537
 GV3537.The horizontal coordinates were scaled from a topographic map and have
 GV3537.an estimated accuracy of +/- 6 seconds.
 GV3537
 GV3537.The orthometric height was computed from unverified reset data.
 GV3537.No vertical observational check was made to the station.
 GV3537
 GV3537.The geoid height was determined by GEOID03.
 GV3537
 GV3537;                    North         East    Units  Estimated Accuracy
 GV3537;SPC VA S     - 1,151,030.    3,591,450.      MT  (+/- 180 meters Scaled)
 GV3537
 GV3537                          SUPERSEDED SURVEY CONTROL
 GV3537
 GV3537  NGVD 29 (??/??/??)   61.09   (m)          200.4    (f) RESET       3  
 GV3537
 GV3537.Superseded values are not recommended for survey control.
 GV3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3537.See file dsdata.txt to determine how the superseded data were derived.
 GV3537
 GV3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG828742(NAD 83)
 GV3537_MARKER: DB = BENCH MARK DISK
 GV3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3537+STABILITY: SURFACE MOTION
 GV3537
 GV3537  HISTORY     - Date     Condition        Report By
 GV3537  HISTORY     - 1974     MONUMENTED       NGS
 GV3537  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV3537  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV3537  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV3537  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV3537
 GV3537                          STATION DESCRIPTION
 GV3537
 GV3537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GV3537'4.8 MI S FROM ASHLAND.
 GV3537'ABOUT 4.8 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM ASHLAND THENCE 1.5
 GV3537'MILES EAST-NORTHEAST ALONG SECONDARY ROAD 656, ABOUT 609 FEET
 GV3537'NORTHEAST OF THE CENTER LINE OF THE INTERSECTION OF SECONDARY ROAD
 GV3537'637, 125.2 FEET NORTHEAST OF VEPCO POLE LD02, 32.4 FEET SOUTHWEST OF
 GV3537'VEPCO POLE LD35, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 GV3537'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 GV3537'GROUND.
 GV3537
 GV3537                          STATION RECOVERY (1988)
 GV3537
 GV3537'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPZ)
 GV3537'MARK NOT FOUND.
 GV3537
 GV3537                          STATION RECOVERY (1991)
 GV3537
 GV3537'RECOVERY NOTE BY US POWER SQUADRON 1991 (FAB)
 GV3537'MARK NOT FOUND.
 GV3537
 GV3537                          STATION RECOVERY (1997)
 GV3537
 GV3537'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3537'MARK NOT FOUND.
 GV3537
 GV3537                          STATION RECOVERY (2002)
 GV3537
 GV3537'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 GV3537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1174 ***********************************************************************
 GA1174  DESIGNATION -  2006.1
 GA1174  PID         -  GA1174
 GA1174  STATE/COUNTY-  VA/WISE
 GA1174  USGS QUAD   -  NORTON (1981)
 GA1174
 GA1174                         *CURRENT SURVEY CONTROL
 GA1174  ___________________________________________________________________
 GA1174* NAD 83(1986)-  36 55 42.     (N)    082 40 09.     (W)     SCALED    
 GA1174* NAVD 88     -       611.247  (meters)    2005.40   (feet)  ADJUSTED  
 GA1174  ___________________________________________________________________
 GA1174  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1174  DYNAMIC HT  -         610.703 (meters)    2003.61  (feet)  COMP
 GA1174  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GA1174
 GA1174  VERT ORDER  -  FIRST     CLASS I
 GA1174
 GA1174.The horizontal coordinates were scaled from a topographic map and have
 GA1174.an estimated accuracy of +/- 6 seconds.
 GA1174
 GA1174.The orthometric height was determined by differential leveling
 GA1174.and adjusted by the National Geodetic Survey in June 1991..
 GA1174
 GA1174.The geoid height was determined by GEOID03.
 GA1174
 GA1174.The dynamic height is computed by dividing the NAVD 88
 GA1174.geopotential number by the normal gravity value computed on the
 GA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1174.degrees latitude (g = 980.6199 gals.).
 GA1174
 GA1174.The modeled gravity was interpolated from observed gravity values.
 GA1174
 GA1174;                    North         East    Units  Estimated Accuracy
 GA1174;SPC VA S     - 1,074,230.    3,128,680.      MT  (+/- 180 meters Scaled)
 GA1174
 GA1174                          SUPERSEDED SURVEY CONTROL
 GA1174
 GA1174  NGVD 29 (??/??/92)  611.379  (m)         2005.83   (f) ADJ UNCH    1 1
 GA1174
 GA1174.Superseded values are not recommended for survey control.
 GA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1174.See file dsdata.txt to determine how the superseded data were derived.
 GA1174
 GA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA513882(NAD 83)
 GA1174_MARKER: B = BOLT
 GA1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1174_SP_SET: BRIDGE
 GA1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1174
 GA1174  HISTORY     - Date     Condition        Report By
 GA1174  HISTORY     - UNK      MONUMENTED       INTRR
 GA1174  HISTORY     - 1967     GOOD             NGS
 GA1174  HISTORY     - 20040415 GOOD             VADMME
 GA1174
 GA1174                          STATION DESCRIPTION
 GA1174
 GA1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1174'2.6 MI W FROM NORTON.
 GA1174'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 23, WHICH IS PARK
 GA1174'AVENUE, FROM THE FIRST NATIONAL BANK AT NORTON, THENCE 0.1 MILE
 GA1174'SOUTHEAST ALONG 8TH STREET, THENCE 2.4 MILES WEST ALONG THE
 GA1174'INTERSTATE RAILROAD, 0.4 MILE NORTHEAST OF MILEPOST 13, 6 1/2 FEET
 GA1174'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, A 1-INCH SQUARE
 GA1174'IRON BOLT SET IN THE NORTHWEST END OF THE NORTHEAST CONCRETE
 GA1174'ABUTMENT OF A RAILROAD BRIDGE OVER CARDING MACHINE BRANCH NEAR
 GA1174'THE LETTERS BM WHICH ARE INSCRIBED IN THE CONCRETE, AND ABOUT 2
 GA1174'FEET BELOW THE LEVEL OF THE TRACK.
 GA1174
 GA1174                          STATION RECOVERY (2004)
 GA1174
 GA1174'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF MINES, 2004 (RAB)
 GA1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5802 ***********************************************************************
 GV5802  DESIGNATION -  201 C OF R 1972
 GV5802  PID         -  GV5802
 GV5802  STATE/COUNTY-  VA/C OF RICHMOND
 GV5802  USGS QUAD   -  BON AIR (1994)
 GV5802
 GV5802                         *CURRENT SURVEY CONTROL
 GV5802  ___________________________________________________________________
 GV5802* NAD 83(1993)-  37 32 42.66047(N)    077 33 29.93087(W)     ADJUSTED  
 GV5802* NAVD 88     -        67.23   (+/-2cm)     220.6    (feet)  VERTCON   
 GV5802  ___________________________________________________________________
 GV5802  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV5802  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV5802
 GV5802  HORZ ORDER  -  SECOND
 GV5802  VERT ORDER  -  THIRD ? (See Below)
 GV5802
 GV5802.The horizontal coordinates were established by classical geodetic methods
 GV5802.and adjusted by the National Geodetic Survey in November 1994..
 GV5802
 GV5802.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5802.The vertical order pertains to the NGVD 29 superseded value.
 GV5802
 GV5802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5802
 GV5802.The geoid height was determined by GEOID03.
 GV5802
 GV5802;                    North         East     Units Scale Factor Converg.
 GV5802;SPC VA S     - 1,134,900.812 3,583,213.266   MT  0.99995019   +0 34 17.5
 GV5802;SPC VA S     - 3,723,420.41 11,755,925.52   sFT  0.99995019   +0 34 17.5
 GV5802;UTM  18      - 4,158,430.171   273,987.246   MT  1.00022925   -1 33 34.8
 GV5802
 GV5802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5802!SPC VA S     -   0.99999460  x   0.99995019  =   0.99994479
 GV5802!UTM  18      -   0.99999460  x   1.00022925  =   1.00022385
 GV5802
 GV5802|---------------------------------------------------------------------|
 GV5802| PID    Reference Object                     Distance      Geod. Az  |
 GV5802|                                                           dddmmss.s |
 GV5802| GV5800 200 C OF R 1972                     378.458 METERS 12713     |
 GV5802| GV5805 202 C OF R 1972                     APPROX. 0.5 KM 3210918.9 |
 GV5802|---------------------------------------------------------------------|
 GV5802
 GV5802                          SUPERSEDED SURVEY CONTROL
 GV5802
 GV5802  NAD 83(1986)-  37 32 42.66664(N)    077 33 29.94784(W) AD(       ) 2
 GV5802  NAD 27      -  37 32 42.13649(N)    077 33 30.99540(W) AD(       ) 2
 GV5802  NGVD 29 (07/19/86)   67.54   (m)          221.6    (f) LEVELING    3  
 GV5802
 GV5802.Superseded values are not recommended for survey control.
 GV5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5802.See file dsdata.txt to determine how the superseded data were derived.
 GV5802
 GV5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7398758430(NAD 83)
 GV5802_MARKER: Z = SEE DESCRIPTION
 GV5802_SETTING: 0 = UNSPECIFIED SETTING
 GV5802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5802
 GV5802  HISTORY     - Date     Condition        Report By
 GV5802  HISTORY     - 1972     MONUMENTED       VA2060
 GV5802  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 GV5802  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5802  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5802
 GV5802                          STATION DESCRIPTION
 GV5802
 GV5802'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5802'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5802'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5802'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5802'POWER LINE, THENCE NORTHWEST ON VEPCO POWER LINE 0.20 MILE TO POINT
 GV5802'NO.  201.
 GV5802'
 GV5802'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5802'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5802'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5802'6 INCHES BELOW GROUND.  CITY BENCH MARK NO. 643.
 GV5802'
 GV5802'LOCATED IN THE CENTER OF VEPCO TRANSMISSION POWER NO. 86-56, 91.6
 GV5802'FEET N.E. OF VEPCO POLE NO. 109984, 56.3 FEET S.W. OF 12 INCH
 GV5802'POPLAR TREE.
 GV5802'
 GV5802'NEAREST TOWN--RICHMOND.
 GV5802
 GV5802                          STATION RECOVERY (1996)
 GV5802
 GV5802'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5802'MARK NOT FOUND.
 GV5802
 GV5802                          STATION RECOVERY (1999)
 GV5802
 GV5802'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5802'MARK NOT FOUND.
 GV5802
 GV5802                          STATION RECOVERY (2004)
 GV5802
 GV5802'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5805 ***********************************************************************
 GV5805  DESIGNATION -  202 C OF R 1972
 GV5805  PID         -  GV5805
 GV5805  STATE/COUNTY-  VA/C OF RICHMOND
 GV5805  USGS QUAD   -  BON AIR (1994)
 GV5805
 GV5805                         *CURRENT SURVEY CONTROL
 GV5805  ___________________________________________________________________
 GV5805* NAD 83(1993)-  37 32 55.98836(N)    077 33 43.41156(W)     ADJUSTED  
 GV5805* NAVD 88     -        56.82   (+/-2cm)     186.4    (feet)  VERTCON   
 GV5805  ___________________________________________________________________
 GV5805  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV5805  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV5805
 GV5805  HORZ ORDER  -  SECOND
 GV5805  VERT ORDER  -  THIRD ? (See Below)
 GV5805
 GV5805.The horizontal coordinates were established by classical geodetic methods
 GV5805.and adjusted by the National Geodetic Survey in November 1994..
 GV5805
 GV5805.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5805.The vertical order pertains to the NGVD 29 superseded value.
 GV5805
 GV5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5805
 GV5805.The geoid height was determined by GEOID03.
 GV5805
 GV5805;                    North         East     Units Scale Factor Converg.
 GV5805;SPC VA S     - 1,135,308.376 3,582,878.295   MT  0.99995040   +0 34 09.3
 GV5805;SPC VA S     - 3,724,757.56 11,754,826.54   sFT  0.99995040   +0 34 09.3
 GV5805;UTM  18      - 4,158,850.027   273,667.574   MT  1.00023103   -1 33 43.5
 GV5805
 GV5805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5805!SPC VA S     -   0.99999623  x   0.99995040  =   0.99994663
 GV5805!UTM  18      -   0.99999623  x   1.00023103  =   1.00022726
 GV5805
 GV5805:                Primary Azimuth Mark                     Grid Az
 GV5805:SPC VA S     -  201 C OF R 1972                          140 35 01.3
 GV5805:UTM  18      -  201 C OF R 1972                          142 42 54.1
 GV5805
 GV5805|---------------------------------------------------------------------|
 GV5805| PID    Reference Object                     Distance      Geod. Az  |
 GV5805|                                                           dddmmss.s |
 GV5805| GV5802 201 C OF R 1972                     APPROX. 0.5 KM 1410910.6 |
 GV5805| GV5806 203 C OF R 1972                     246.039 METERS 30103     |
 GV5805|---------------------------------------------------------------------|
 GV5805
 GV5805                          SUPERSEDED SURVEY CONTROL
 GV5805
 GV5805  NAD 83(1986)-  37 32 55.99452(N)    077 33 43.42856(W) AD(       ) 2
 GV5805  NAD 27      -  37 32 55.46424(N)    077 33 44.47632(W) AD(       ) 2
 GV5805  NGVD 29 (07/19/86)   57.13   (m)          187.4    (f) LEVELING    3  
 GV5805
 GV5805.Superseded values are not recommended for survey control.
 GV5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5805.See file dsdata.txt to determine how the superseded data were derived.
 GV5805
 GV5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7366858850(NAD 83)
 GV5805_MARKER: Z = SEE DESCRIPTION
 GV5805_SETTING: 0 = UNSPECIFIED SETTING
 GV5805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5805
 GV5805  HISTORY     - Date     Condition        Report By
 GV5805  HISTORY     - 1972     MONUMENTED       VA2060
 GV5805  HISTORY     - 19960411 MARK NOT FOUND   USPSQD
 GV5805  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5805  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5805
 GV5805                          STATION DESCRIPTION
 GV5805
 GV5805'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5805'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5805'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5805'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5805'POWER LINE, THENCE NORTHWEST ON VEPCO POWER LINE 0.55 MILE TO POINT
 GV5805'NO.  202.
 GV5805'
 GV5805'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5805'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5805'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5805'6 INCHES BELOW GROUND.  CITY BENCH MARK NO. 642.
 GV5805'
 GV5805'147.3 FEET S.S.E. OF CENTER OF VEPCO TRANSMISSION TOWER NO. 86-54,
 GV5805'160.2 FEET S.E. OF VEPCO POLE NO. 109990, 51.6 FEET S.W. OF 10 INCH
 GV5805'OAK TREE, 55.0 FEET W. OF 10 INCH OAK TREE.
 GV5805'
 GV5805'NEAREST TOWN--RICHMOND.
 GV5805
 GV5805                          STATION RECOVERY (1996)
 GV5805
 GV5805'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5805'MARK NOT FOUND.
 GV5805
 GV5805                          STATION RECOVERY (1999)
 GV5805
 GV5805'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5805'MARK NOT FOUND.
 GV5805
 GV5805                          STATION RECOVERY (2004)
 GV5805
 GV5805'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1247 ***********************************************************************
 GW1247  DESIGNATION -  202.2
 GW1247  PID         -  GW1247
 GW1247  STATE/COUNTY-  VA/PITTSYLVANIA
 GW1247  USGS QUAD   -  LYNCH STATION (1984)
 GW1247
 GW1247                         *CURRENT SURVEY CONTROL
 GW1247  ___________________________________________________________________
 GW1247* NAD 83(1986)-  37 07 37.     (N)    079 20 13.     (W)     SCALED    
 GW1247* NAVD 88     -       167.491  (meters)     549.51   (feet)  ADJUSTED  
 GW1247  ___________________________________________________________________
 GW1247  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GW1247  DYNAMIC HT  -         167.361 (meters)     549.08  (feet)  COMP
 GW1247  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 GW1247
 GW1247  VERT ORDER  -  SECOND    CLASS 0
 GW1247
 GW1247.The horizontal coordinates were scaled from a topographic map and have
 GW1247.an estimated accuracy of +/- 6 seconds.
 GW1247
 GW1247.The orthometric height was determined by differential leveling
 GW1247.and adjusted by the National Geodetic Survey in June 1991..
 GW1247
 GW1247.The geoid height was determined by GEOID03.
 GW1247
 GW1247.The dynamic height is computed by dividing the NAVD 88
 GW1247.geopotential number by the normal gravity value computed on the
 GW1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1247.degrees latitude (g = 980.6199 gals.).
 GW1247
 GW1247.The modeled gravity was interpolated from observed gravity values.
 GW1247
 GW1247;                    North         East    Units  Estimated Accuracy
 GW1247;SPC VA S     - 1,088,400.    3,425,630.      MT  (+/- 180 meters Scaled)
 GW1247
 GW1247                          SUPERSEDED SURVEY CONTROL
 GW1247
 GW1247  NGVD 29 (??/??/92)  167.760  (m)          550.39   (f) ADJ UNCH    2 0
 GW1247
 GW1247.Superseded values are not recommended for survey control.
 GW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1247.See file dsdata.txt to determine how the superseded data were derived.
 GW1247
 GW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB477102(NAD 83)
 GW1247_MARKER: Q = CHISELED SQUARE
 GW1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1247_SP_SET: CULVERT
 GW1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1247
 GW1247  HISTORY     - Date     Condition        Report By
 GW1247  HISTORY     - UNK      MONUMENTED       VARR
 GW1247  HISTORY     - 1935     GOOD             NGS
 GW1247
 GW1247                          STATION DESCRIPTION
 GW1247
 GW1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1247'3 MI W FROM ALTAVISTA.
 GW1247'IN PITTSYLVANIA COUNTY, ABOUT 3.0 MILES WEST ALONG THE VIRGINIAN
 GW1247'RAILWAY FROM THE STATION AT ALTAVISTA, CAMPBELL COUNTY, ABOUT 3.1
 GW1247'MILES EAST OF THE STATION AT LEESVILLE, 7 FEET NORTH OF THE NORTH
 GW1247'RAIL, AND ON TOP OF THE NORTHEAST CORNER OF A CONCRETE OPEN-DRAIN
 GW1247'CULVERT.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0300 ***********************************************************************
 GX0300  DESIGNATION -  2025
 GX0300  PID         -  GX0300
 GX0300  STATE/COUNTY-  VA/MONTGOMERY
 GX0300  USGS QUAD   -  BLACKSBURG (1983)
 GX0300
 GX0300                         *CURRENT SURVEY CONTROL
 GX0300  ___________________________________________________________________
 GX0300* NAD 83(1986)-  37 08 29.     (N)    080 24 07.     (W)     SCALED    
 GX0300* NAVD 88     -       617.010  (meters)    2024.31   (feet)  ADJUSTED  
 GX0300  ___________________________________________________________________
 GX0300  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX0300  DYNAMIC HT  -         616.453 (meters)    2022.48  (feet)  COMP
 GX0300  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 GX0300
 GX0300  VERT ORDER  -  FIRST     CLASS II
 GX0300
 GX0300.The horizontal coordinates were scaled from a topographic map and have
 GX0300.an estimated accuracy of +/- 6 seconds.
 GX0300
 GX0300.The orthometric height was determined by differential leveling
 GX0300.and adjusted by the National Geodetic Survey in June 1991..
 GX0300
 GX0300.The geoid height was determined by GEOID03.
 GX0300
 GX0300.The dynamic height is computed by dividing the NAVD 88
 GX0300.geopotential number by the normal gravity value computed on the
 GX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0300.degrees latitude (g = 980.6199 gals.).
 GX0300
 GX0300.The modeled gravity was interpolated from observed gravity values.
 GX0300
 GX0300;                    North         East    Units  Estimated Accuracy
 GX0300;SPC VA S     - 1,091,380.    3,331,040.      MT  (+/- 180 meters Scaled)
 GX0300
 GX0300                          SUPERSEDED SURVEY CONTROL
 GX0300
 GX0300  NGVD 29 (??/??/92)  617.115  (m)         2024.65   (f) ADJ UNCH    1 2
 GX0300
 GX0300.Superseded values are not recommended for survey control.
 GX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0300.See file dsdata.txt to determine how the superseded data were derived.
 GX0300
 GX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB531107(NAD 83)
 GX0300_MARKER: O = CHISELED CIRCLE
 GX0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0300_SP_SET: BUILDING
 GX0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0300
 GX0300  HISTORY     - Date     Condition        Report By
 GX0300  HISTORY     - UNK      MONUMENTED       NWRR
 GX0300  HISTORY     - 1935     GOOD             NGS
 GX0300
 GX0300                          STATION DESCRIPTION
 GX0300
 GX0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0300'AT CAMBRIA.
 GX0300'AT CAMBRIA, AT THE CHRISTIANSBURG STATION OF THE NORFOLK AND
 GX0300'WESTERN RAILWAY, AT THE NORTH DOOR OF THE EAST WAITING ROOM,
 GX0300'AND IN THE EAST END OF THE SILL.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0592 ***********************************************************************
 FZ0592  DESIGNATION -  2026
 FZ0592  PID         -  FZ0592
 FZ0592  STATE/COUNTY-  VA/WYTHE
 FZ0592  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0592
 FZ0592                         *CURRENT SURVEY CONTROL
 FZ0592  ___________________________________________________________________
 FZ0592* NAD 83(1986)-  36 58 14.     (N)    080 56 58.     (W)     SCALED    
 FZ0592* NAVD 88     -       617.687  (meters)    2026.53   (feet)  ADJUSTED  
 FZ0592  ___________________________________________________________________
 FZ0592  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FZ0592  DYNAMIC HT  -         617.120 (meters)    2024.67  (feet)  COMP
 FZ0592  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 FZ0592
 FZ0592  VERT ORDER  -  SECOND    CLASS 0
 FZ0592
 FZ0592.The horizontal coordinates were scaled from a topographic map and have
 FZ0592.an estimated accuracy of +/- 6 seconds.
 FZ0592
 FZ0592.The orthometric height was determined by differential leveling
 FZ0592.and adjusted by the National Geodetic Survey in June 1991..
 FZ0592
 FZ0592.The geoid height was determined by GEOID03.
 FZ0592
 FZ0592.The dynamic height is computed by dividing the NAVD 88
 FZ0592.geopotential number by the normal gravity value computed on the
 FZ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0592.degrees latitude (g = 980.6199 gals.).
 FZ0592
 FZ0592.The modeled gravity was interpolated from observed gravity values.
 FZ0592
 FZ0592;                    North         East    Units  Estimated Accuracy
 FZ0592;SPC VA S     - 1,073,550.    3,281,920.      MT  (+/- 180 meters Scaled)
 FZ0592
 FZ0592                          SUPERSEDED SURVEY CONTROL
 FZ0592
 FZ0592  NGVD 29 (??/??/92)  617.774  (m)         2026.81   (f) ADJ UNCH    2 0
 FZ0592
 FZ0592.Superseded values are not recommended for survey control.
 FZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0592.See file dsdata.txt to determine how the superseded data were derived.
 FZ0592
 FZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA045916(NAD 83)
 FZ0592_MARKER: Q = CHISELED SQUARE
 FZ0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0592_SP_SET: CABLE BASE
 FZ0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0592
 FZ0592  HISTORY     - Date     Condition        Report By
 FZ0592  HISTORY     - UNK      MONUMENTED       USGS
 FZ0592  HISTORY     - 1934     SEE DESCRIPTION  NGS
 FZ0592
 FZ0592                          STATION DESCRIPTION
 FZ0592
 FZ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0592'AT MAX MEADOWS.
 FZ0592'AT MAX MEADOWS, WYTHE COUNTY, DIRECTLY ACROSS THE TRACK FROM
 FZ0592'THE NORFOLK AND WESTERN RAILWAY STATION, 11 FEET NORTH OF
 FZ0592'THE CENTERLINE OF THE TRACK, AND ON THE TOP OF A CONCRETE
 FZ0592'CABLE BASE, 1.5 FEET HIGHER THAN THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5806 ***********************************************************************
 GV5806  DESIGNATION -  203 C OF R 1972
 GV5806  PID         -  GV5806
 GV5806  STATE/COUNTY-  VA/C OF RICHMOND
 GV5806  USGS QUAD   -  BON AIR (1994)
 GV5806
 GV5806                         *CURRENT SURVEY CONTROL
 GV5806  ___________________________________________________________________
 GV5806* NAD 83(1993)-  37 33 00.10383(N)    077 33 51.99937(W)     ADJUSTED  
 GV5806* NAVD 88     -        63.33   (+/-2cm)     207.8    (feet)  VERTCON   
 GV5806  ___________________________________________________________________
 GV5806  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV5806  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV5806
 GV5806  HORZ ORDER  -  SECOND
 GV5806  VERT ORDER  -  THIRD ? (See Below)
 GV5806
 GV5806.The horizontal coordinates were established by classical geodetic methods
 GV5806.and adjusted by the National Geodetic Survey in November 1994..
 GV5806
 GV5806.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5806.The vertical order pertains to the NGVD 29 superseded value.
 GV5806
 GV5806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5806
 GV5806.The geoid height was determined by GEOID03.
 GV5806
 GV5806;                    North         East     Units Scale Factor Converg.
 GV5806;SPC VA S     - 1,135,433.152 3,582,666.257   MT  0.99995046   +0 34 04.1
 GV5806;SPC VA S     - 3,725,166.93 11,754,130.88   sFT  0.99995046   +0 34 04.1
 GV5806;UTM  18      - 4,158,982.640   273,460.265   MT  1.00023218   -1 33 48.9
 GV5806
 GV5806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5806!SPC VA S     -   0.99999521  x   0.99995046  =   0.99994567
 GV5806!UTM  18      -   0.99999521  x   1.00023218  =   1.00022739
 GV5806
 GV5806|---------------------------------------------------------------------|
 GV5806| PID    Reference Object                     Distance      Geod. Az  |
 GV5806|                                                           dddmmss.s |
 GV5806| GV5805 202 C OF R 1972                     246.039 METERS 12103     |
 GV5806| GV5809 204 C OF R 1972                     367.828 METERS 29643     |
 GV5806|---------------------------------------------------------------------|
 GV5806
 GV5806                          SUPERSEDED SURVEY CONTROL
 GV5806
 GV5806  NAD 83(1986)-  37 33 00.10998(N)    077 33 52.01639(W) AD(       ) 2
 GV5806  NAD 27      -  37 32 59.57955(N)    077 33 53.06407(W) AD(       ) 2
 GV5806  NGVD 29 (07/19/86)   63.64   (m)          208.8    (f) LEVELING    3  
 GV5806
 GV5806.Superseded values are not recommended for survey control.
 GV5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5806.See file dsdata.txt to determine how the superseded data were derived.
 GV5806
 GV5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7346058983(NAD 83)
 GV5806_MARKER: Z = SEE DESCRIPTION
 GV5806_SETTING: 0 = UNSPECIFIED SETTING
 GV5806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5806
 GV5806  HISTORY     - Date     Condition        Report By
 GV5806  HISTORY     - 1972     MONUMENTED       VA2060
 GV5806  HISTORY     - 19960411 GOOD             USPSQD
 GV5806  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5806  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5806
 GV5806                          STATION DESCRIPTION
 GV5806
 GV5806'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5806'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5806'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5806'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5806'POWER LINE, THENCE NORTHWEST ON VEPCO POWER LINE 0.70 MILE TO POINT
 GV5806'NO.  203.
 GV5806'
 GV5806'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5806'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5806'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5806'6 INCHES BELOW GROUND.  CITY BENCH MARK NO. 641.
 GV5806'
 GV5806'108.6 FEET S.E. OF CENTER VEPCO TRANSMISSION TOWER NO. 86-53, 91.3
 GV5806'FEET N.E. OF VEPCO POLE NO. 109992, 46.9 FEET S.W. OF 12 INCH OAK
 GV5806'TREE, 48.2 FEET W. OF 24 INCH TRIPLE POPLAR TREE.
 GV5806'
 GV5806'NEAREST TOWN--RICHMOND.
 GV5806
 GV5806                          STATION RECOVERY (1996)
 GV5806
 GV5806'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5806'RECOVERED IN GOOD CONDITION.
 GV5806
 GV5806                          STATION RECOVERY (1999)
 GV5806
 GV5806'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5806'MARK NOT FOUND.
 GV5806
 GV5806                          STATION RECOVERY (2004)
 GV5806
 GV5806'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1340 ***********************************************************************
 GV1340  DESIGNATION -  203 USGS RESET 1941
 GV1340  PID         -  GV1340
 GV1340  STATE/COUNTY-  VA/CAROLINE
 GV1340  USGS QUAD   -  PENOLA (1985)
 GV1340
 GV1340                         *CURRENT SURVEY CONTROL
 GV1340  ___________________________________________________________________
 GV1340* NAD 83(1986)-  37 59 56.     (N)    077 19 16.     (W)     SCALED    
 GV1340* NAVD 88     -        61.765  (meters)     202.64   (feet)  ADJUSTED  
 GV1340  ___________________________________________________________________
 GV1340  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV1340  DYNAMIC HT  -          61.726 (meters)     202.51  (feet)  COMP
 GV1340  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 GV1340
 GV1340  VERT ORDER  -  SECOND    CLASS 0
 GV1340
 GV1340.The horizontal coordinates were scaled from a topographic map and have
 GV1340.an estimated accuracy of +/- 6 seconds.
 GV1340
 GV1340.The orthometric height was determined by differential leveling
 GV1340.and adjusted by the National Geodetic Survey in June 1991..
 GV1340
 GV1340.The geoid height was determined by GEOID03.
 GV1340
 GV1340.The dynamic height is computed by dividing the NAVD 88
 GV1340.geopotential number by the normal gravity value computed on the
 GV1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1340.degrees latitude (g = 980.6199 gals.).
 GV1340
 GV1340.The modeled gravity was interpolated from observed gravity values.
 GV1340
 GV1340;                    North         East    Units  Estimated Accuracy
 GV1340;SPC VA N     - 2,037,540.    3,603,540.      MT  (+/- 180 meters Scaled)
 GV1340
 GV1340                          SUPERSEDED SURVEY CONTROL
 GV1340
 GV1340  NGVD 29 (??/??/??)   62.046  (m)          203.56   (f) ADJUSTED    2 0
 GV1340
 GV1340.Superseded values are not recommended for survey control.
 GV1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1340.See file dsdata.txt to determine how the superseded data were derived.
 GV1340
 GV1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH961082(NAD 83)
 GV1340_MARKER: P = PIPE CAP
 GV1340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1340_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1340_STAMPING: 203 VA 1917 RESET 1941
 GV1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1340
 GV1340  HISTORY     - Date     Condition        Report By
 GV1340  HISTORY     - 1941     MONUMENTED       USGS
 GV1340  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV1340  HISTORY     - 19990210 MARK NOT FOUND   USPSQD
 GV1340  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1340
 GV1340                          STATION DESCRIPTION
 GV1340
 GV1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1340'AT DE JARNETTE.
 GV1340'AT DE JARNETTE, CAROLINE COUNTY, ALONG STATE HIGHWAY 14, 82.5
 GV1340'FEET NORTH OF THE NORTH SIDE OF THE POST OFFICE, 100 FEET SOUTH
 GV1340'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 651, IN THE TRIANGLE
 GV1340'FORMED BY THE JUNCTION OF THE HIGHWAYS, 23 FEET EAST OF THE
 GV1340'CENTER LINE OF SECONDARY STATE HIGHWAY 651, 22 FEET SOUTHWEST
 GV1340'OF THE CENTER LINE OF STATE HIGHWAY 14, 7 FEET SOUTHEAST OF
 GV1340'A POLE IN THE TRIANGLE, AND 1 FOOT NORTHEAST OF A WHITE WOODEN
 GV1340'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GV1340'STAMPED 203 VA 1917 RESET 1941 AND RIVETED ON THE TOP OF A
 GV1340'3-1/2-INCH IRON PIPE.
 GV1340
 GV1340                          STATION RECOVERY (1999)
 GV1340
 GV1340'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1340'MARK NOT FOUND.
 GV1340
 GV1340                          STATION RECOVERY (2002)
 GV1340
 GV1340'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV7146 ***********************************************************************
 JV7146  DESIGNATION -  20354
 JV7146  PID         -  JV7146
 JV7146  STATE/COUNTY-  VA/FAIRFAX
 JV7146  USGS QUAD   -  SENECA (1994)
 JV7146
 JV7146                         *CURRENT SURVEY CONTROL
 JV7146  ___________________________________________________________________
 JV7146* NAD 83(1993)-  39 00 44.28205(N)    077 18 33.93681(W)     ADJUSTED  
 JV7146* NAVD 88     -       117.6    (meters)     386.     (feet)  GPS OBS   
 JV7146  ___________________________________________________________________
 JV7146  X           -   1,090,197.869 (meters)                     COMP
 JV7146  Y           -  -4,841,303.362 (meters)                     COMP
 JV7146  Z           -   3,993,432.239 (meters)                     COMP
 JV7146  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JV7146  ELLIP HEIGHT-          85.90  (meters)          (08/30/02) GPS OBS
 JV7146  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JV7146
 JV7146  HORZ ORDER  -  FIRST
 JV7146  ELLP ORDER  -  FOURTH    CLASS II
 JV7146
 JV7146.The horizontal coordinates were established by GPS observations
 JV7146.and adjusted by the National Geodetic Survey in November 1994..
 JV7146
 JV7146.The orthometric height was determined by GPS observations and a
 JV7146.high-resolution geoid model.
 JV7146
 JV7146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7146
 JV7146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7146
 JV7146.The ellipsoidal height was determined by GPS observations
 JV7146.and is referenced to NAD 83.
 JV7146
 JV7146.The geoid height was determined by GEOID03.
 JV7146
 JV7146;                    North         East     Units Scale Factor Converg.
 JV7146;SPC VA N     - 2,150,035.366 3,603,111.437   MT  0.99997207   +0 44 35.0
 JV7146;SPC VA N     - 7,053,907.70 11,821,208.11   sFT  0.99997207   +0 44 35.0
 JV7146;SPC MD       -   149,417.116   373,201.422   MT  0.99995268   -0 11 39.1
 JV7146;SPC MD       -   490,212.65  1,224,411.67   sFT  0.99995268   -0 11 39.1
 JV7146;UTM  18      - 4,320,679.054   300,045.950   MT  1.00009233   -1 27 15.2
 JV7146
 JV7146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7146!SPC VA N     -   0.99998652  x   0.99997207  =   0.99995859
 JV7146!SPC MD       -   0.99998652  x   0.99995268  =   0.99993920
 JV7146!UTM  18      -   0.99998652  x   1.00009233  =   1.00007885
 JV7146
 JV7146                          SUPERSEDED SURVEY CONTROL
 JV7146
 JV7146  ELLIP H (11/14/94)   85.79   (m)                       GP(       ) 4 2
 JV7146  NAD 83(1993)-  39 00 44.28117(N)    077 18 33.93895(W) AD(       ) 1
 JV7146  ELLIP H (01/11/94)   85.79   (m)                       GP(       ) 4 1
 JV7146
 JV7146.Superseded values are not recommended for survey control.
 JV7146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7146.See file dsdata.txt to determine how the superseded data were derived.
 JV7146
 JV7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0004620679(NAD 83)
 JV7146_MARKER: DD = SURVEY DISK
 JV7146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7146_SP_SET: CONCRETE POST
 JV7146_STAMPING: T.S. 20354 MC
 JV7146_MARK LOGO: WSSC  
 JV7146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7146+STABILITY: SURFACE MOTION
 JV7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JV7146
 JV7146  HISTORY     - Date     Condition        Report By
 JV7146  HISTORY     - 1993     MONUMENTED       MSI
 JV7146
 JV7146                          STATION DESCRIPTION
 JV7146
 JV7146'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993
 JV7146'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, APPROXIMATELY 4.5
 JV7146'MI (7.2 KM) EAST OF CASCADES.  TO REACH THE STATION FROM THE
 JV7146'INTERSECTION OF GEORGETOWN PIKE (S.R. 193) AND RIVER BEND ROAD (S.R.
 JV7146'603), PROCEED NORTH AND WEST ON BEACH MILL ROAD FOR 2.8 MI (4.5 KM)
 JV7146'TO THE INTERSECTION WITH WALKER ROAD (S.R. 681). CONTINUE NORTH AND
 JV7146'WEST ON BEACH MILL ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH
 JV7146'SPRINGVALE ROAD (S.R. 674).  TURN LEFT AND PROCEED SOUTH ON
 JV7146'SPRINGVALE ROAD FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 JV7146'THE STATION IS A WSSC SURVEY DISK SET IN THE TOP OF A CONCRETE
 JV7146'MONUMENT, APPROXIMATELY FLUSH WITH THE GROUND SURFACE, AND STAMPED
 JV7146'T.S. 20354 MC. THE DISK IS LOCATED 17.3 FT (5.3 M) WEST-NORTHWEST
 JV7146'OF THE CENTERLINE OF SPRINGVALE ROAD, 42.1 FT (12.8 M) NORTHEAST OF
 JV7146'VEPCO POWER POLE NO. NJ30, AND 105.9 FT (32.3 M) SOUTH OF VEPCO POWER
 JV7146'POLE NO. NJ40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0239 ***********************************************************************
 GA0239  DESIGNATION -  2038 USGS
 GA0239  PID         -  GA0239
 GA0239  STATE/COUNTY-  VA/WASHINGTON
 GA0239  USGS QUAD   -  BRISTOL (1991)
 GA0239
 GA0239                         *CURRENT SURVEY CONTROL
 GA0239  ___________________________________________________________________
 GA0239* NAD 83(1986)-  36 37 10.     (N)    082 14 46.     (W)     SCALED    
 GA0239* NAVD 88     -       620.840  (meters)    2036.87   (feet)  POSTED    
 GA0239  ___________________________________________________________________
 GA0239  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0239  DYNAMIC HT  -         620.260 (meters)    2034.97  (feet)  COMP
 GA0239  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 GA0239
 GA0239  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GA0239
 GA0239.The horizontal coordinates were scaled from a topographic map and have
 GA0239.an estimated accuracy of +/- 6 seconds.
 GA0239
 GA0239.The orthometric height was determined by differential leveling
 GA0239.and adjusted by the National Geodetic Survey in 1992..
 GA0239.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GA0239.rate of 3.1 thru 4.0 mm/km.
 GA0239
 GA0239.The geoid height was determined by GEOID03.
 GA0239
 GA0239.The dynamic height is computed by dividing the NAVD 88
 GA0239.geopotential number by the normal gravity value computed on the
 GA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0239.degrees latitude (g = 980.6199 gals.).
 GA0239
 GA0239.The modeled gravity was interpolated from observed gravity values.
 GA0239
 GA0239;                    North         East    Units  Estimated Accuracy
 GA0239;SPC VA S     - 1,038,400.    3,164,980.      MT  (+/- 180 meters Scaled)
 GA0239
 GA0239                          SUPERSEDED SURVEY CONTROL
 GA0239
 GA0239  NGVD 29 (??/??/92)  620.962  (m)         2037.27   (f) ADJ UNCH    2 0
 GA0239
 GA0239.Superseded values are not recommended for survey control.
 GA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0239.See file dsdata.txt to determine how the superseded data were derived.
 GA0239
 GA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA885533(NAD 83)
 GA0239_MARKER: DD = SURVEY DISK
 GA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0239_STAMPING: 2038
 GA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0239+STABILITY: SURFACE MOTION
 GA0239
 GA0239  HISTORY     - Date     Condition        Report By
 GA0239  HISTORY     - UNK      MONUMENTED       USGS
 GA0239  HISTORY     - 1935     GOOD             NGS
 GA0239  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0239
 GA0239                          STATION DESCRIPTION
 GA0239
 GA0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0239'4 MI S FROM BENHAM.
 GA0239'4.0 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE SOUTHERN RAILWAY
 GA0239'STATION AT BENHAM, WASHINGTON COUNTY, THENCE 1.8 MILES SOUTHEAST
 GA0239'ALONG U.S. HIGHWAY 58, AT THE LOG CABIN RESIDENCE OF JOE NECESSARY,
 GA0239'45 FEET WEST OF THE SOUTHWEST CORNER OF THE CABIN, 40.5 FEET
 GA0239'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET HIGHER
 GA0239'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA0239'DISK, STAMPED 2038 AND SET IN THE TOP OF A CONCRETE POST.
 GA0239
 GA0239                          STATION RECOVERY (1984)
 GA0239
 GA0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0239'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5809 ***********************************************************************
 GV5809  DESIGNATION -  204 C OF R 1972
 GV5809  PID         -  GV5809
 GV5809  STATE/COUNTY-  VA/C OF RICHMOND
 GV5809  USGS QUAD   -  BON AIR (1994)
 GV5809
 GV5809                         *CURRENT SURVEY CONTROL
 GV5809  ___________________________________________________________________
 GV5809* NAD 83(1993)-  37 33 05.46691(N)    077 34 05.38530(W)     ADJUSTED  
 GV5809* NAVD 88     -        62.16   (+/-2cm)     203.9    (feet)  VERTCON   
 GV5809  ___________________________________________________________________
 GV5809  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV5809  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GV5809
 GV5809  HORZ ORDER  -  SECOND
 GV5809  VERT ORDER  -  THIRD ? (See Below)
 GV5809
 GV5809.The horizontal coordinates were established by classical geodetic methods
 GV5809.and adjusted by the National Geodetic Survey in November 1994..
 GV5809
 GV5809.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5809.The vertical order pertains to the NGVD 29 superseded value.
 GV5809
 GV5809.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5809
 GV5809.The geoid height was determined by GEOID03.
 GV5809
 GV5809;                    North         East     Units Scale Factor Converg.
 GV5809;SPC VA S     - 1,135,595.230 3,582,336.084   MT  0.99995054   +0 33 56.0
 GV5809;SPC VA S     - 3,725,698.68 11,753,047.64   sFT  0.99995054   +0 33 56.0
 GV5809;UTM  18      - 4,159,156.935   273,136.256   MT  1.00023399   -1 33 57.2
 GV5809
 GV5809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5809!SPC VA S     -   0.99999539  x   0.99995054  =   0.99994593
 GV5809!UTM  18      -   0.99999539  x   1.00023399  =   1.00022938
 GV5809
 GV5809|---------------------------------------------------------------------|
 GV5809| PID    Reference Object                     Distance      Geod. Az  |
 GV5809|                                                           dddmmss.s |
 GV5809| GV5806 203 C OF R 1972                     367.828 METERS 11643     |
 GV5809| GV5814 205 C OF R 1972                     APPROX. 0.5 KM 2964243.8 |
 GV5809|---------------------------------------------------------------------|
 GV5809
 GV5809                          SUPERSEDED SURVEY CONTROL
 GV5809
 GV5809  NAD 83(1986)-  37 33 05.47305(N)    077 34 05.40234(W) AD(       ) 2
 GV5809  NAD 27      -  37 33 04.94239(N)    077 34 06.44984(W) AD(       ) 2
 GV5809  NGVD 29 (07/19/86)   62.47   (m)          205.0    (f) LEVELING    3  
 GV5809
 GV5809.Superseded values are not recommended for survey control.
 GV5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5809.See file dsdata.txt to determine how the superseded data were derived.
 GV5809
 GV5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7313659157(NAD 83)
 GV5809_MARKER: Z = SEE DESCRIPTION
 GV5809_SETTING: 0 = UNSPECIFIED SETTING
 GV5809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5809
 GV5809  HISTORY     - Date     Condition        Report By
 GV5809  HISTORY     - 1972     MONUMENTED       VA2060
 GV5809  HISTORY     - 19960411 MARK NOT FOUND   USPSQD
 GV5809  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5809  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5809
 GV5809                          STATION DESCRIPTION
 GV5809
 GV5809'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5809'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5809'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5809'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5809'POWER LINE, THENCE NORTHWEST ON VEPCO POWER LINE 0.95 MILE TO POINT
 GV5809'NO.  204.
 GV5809'
 GV5809'CENTER OF IRON PIN SET IN THE GROUND, PROJECTING ABOUT 1 INCH ABOVE
 GV5809'GROUND.
 GV5809'
 GV5809'30.0 FEET W. OF N.W. BASE OF VEPCO TOWER NO. 8652, 30.2 FEET N. OF
 GV5809'S.W. BASE OF VEPCO TOWER NO. 8652, 91.2 FEET N.W. OF VEPCO POLE NO.
 GV5809'109996.
 GV5809'
 GV5809'NEAREST TOWN--RICHMOND.
 GV5809
 GV5809                          STATION RECOVERY (1996)
 GV5809
 GV5809'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5809'MARK NOT FOUND.
 GV5809
 GV5809                          STATION RECOVERY (1999)
 GV5809
 GV5809'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5809'MARK NOT FOUND.
 GV5809
 GV5809                          STATION RECOVERY (2004)
 GV5809
 GV5809'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0040 ***********************************************************************
 GX0040  DESIGNATION -  2049
 GX0040  PID         -  GX0040
 GX0040  STATE/COUNTY-  VA/ALLEGHANY
 GX0040  USGS QUAD   -  ALLEGHANY (1989)
 GX0040
 GX0040                         *CURRENT SURVEY CONTROL
 GX0040  ___________________________________________________________________
 GX0040* NAD 83(1986)-  37 44 49.     (N)    080 14 23.     (W)     SCALED    
 GX0040* NAVD 88     -       624.096  (meters)    2047.56   (feet)  ADJUSTED  
 GX0040  ___________________________________________________________________
 GX0040  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GX0040  DYNAMIC HT  -         623.570 (meters)    2045.83  (feet)  COMP
 GX0040  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GX0040
 GX0040  VERT ORDER  -  FIRST     CLASS II
 GX0040
 GX0040.The horizontal coordinates were scaled from a topographic map and have
 GX0040.an estimated accuracy of +/- 6 seconds.
 GX0040
 GX0040.The orthometric height was determined by differential leveling
 GX0040.and adjusted by the National Geodetic Survey in June 1991..
 GX0040
 GX0040.The geoid height was determined by GEOID03.
 GX0040
 GX0040.The dynamic height is computed by dividing the NAVD 88
 GX0040.geopotential number by the normal gravity value computed on the
 GX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0040.degrees latitude (g = 980.6199 gals.).
 GX0040
 GX0040.The modeled gravity was interpolated from observed gravity values.
 GX0040
 GX0040;                    North         East    Units  Estimated Accuracy
 GX0040;SPC VA S     - 1,158,290.    3,346,690.      MT  (+/- 180 meters Scaled)
 GX0040
 GX0040                          SUPERSEDED SURVEY CONTROL
 GX0040
 GX0040  NGVD 29 (??/??/92)  624.242  (m)         2048.03   (f) ADJ UNCH    1 2
 GX0040
 GX0040.Superseded values are not recommended for survey control.
 GX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0040.See file dsdata.txt to determine how the superseded data were derived.
 GX0040
 GX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB669780(NAD 83)
 GX0040_MARKER: DD = SURVEY DISK
 GX0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0040_SP_SET: UNDERPASS
 GX0040_STAMPING: 2047.880
 GX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0040
 GX0040  HISTORY     - Date     Condition        Report By
 GX0040  HISTORY     - UNK      MONUMENTED       USGS
 GX0040  HISTORY     - 1958     GOOD             NGS
 GX0040
 GX0040                          STATION DESCRIPTION
 GX0040
 GX0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0040'AT ALLEGHANY.
 GX0040'AT ALLEGHANY, ABOUT 100 FEET EAST OF THE CHESAPEAKE AND OHIO
 GX0040'RAILWAY STATION, SET VERTICALLY IN THE NORTH STONE FACE OF THE
 GX0040'UNDER PASS OF STATE HIGHWAY 311 UNDER THE CHESAPEAKE AND OHIO
 GX0040'RAILWAY, 10.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 GX0040'30 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT 2 FEET ABOVE THE
 GX0040'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0118 ***********************************************************************
 GX0118  DESIGNATION -  2049
 GX0118  PID         -  GX0118
 GX0118  STATE/COUNTY-  VA/ALLEGHANY
 GX0118  USGS QUAD   -  ALLEGHANY (1989)
 GX0118
 GX0118                         *CURRENT SURVEY CONTROL
 GX0118  ___________________________________________________________________
 GX0118* NAD 83(1986)-  37 44 49.     (N)    080 14 23.     (W)     SCALED    
 GX0118* NAVD 88     -       624.105  (meters)    2047.58   (feet)  ADJUSTED  
 GX0118  ___________________________________________________________________
 GX0118  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GX0118  DYNAMIC HT  -         623.579 (meters)    2045.86  (feet)  COMP
 GX0118  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 GX0118
 GX0118  VERT ORDER  -  SECOND    CLASS 0
 GX0118
 GX0118.The horizontal coordinates were scaled from a topographic map and have
 GX0118.an estimated accuracy of +/- 6 seconds.
 GX0118
 GX0118.The orthometric height was determined by differential leveling
 GX0118.and adjusted by the National Geodetic Survey in June 1991..
 GX0118
 GX0118.The geoid height was determined by GEOID03.
 GX0118
 GX0118.The dynamic height is computed by dividing the NAVD 88
 GX0118.geopotential number by the normal gravity value computed on the
 GX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0118.degrees latitude (g = 980.6199 gals.).
 GX0118
 GX0118.The modeled gravity was interpolated from observed gravity values.
 GX0118
 GX0118;                    North         East    Units  Estimated Accuracy
 GX0118;SPC VA S     - 1,158,290.    3,346,690.      MT  (+/- 180 meters Scaled)
 GX0118
 GX0118                          SUPERSEDED SURVEY CONTROL
 GX0118
 GX0118  NGVD 29 (??/??/92)  624.24   (m)         2048.0    (f) COMPUTED    2 0
 GX0118
 GX0118.Superseded values are not recommended for survey control.
 GX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0118.See file dsdata.txt to determine how the superseded data were derived.
 GX0118
 GX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB669780(NAD 83)
 GX0118_MARKER: DD = SURVEY DISK
 GX0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0118_SP_SET: OVERPASS
 GX0118_STAMPING: 2047.880
 GX0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0118
 GX0118  HISTORY     - Date     Condition        Report By
 GX0118  HISTORY     - UNK      MONUMENTED       USGS
 GX0118  HISTORY     - 1958     GOOD             NGS
 GX0118  HISTORY     - 1963     GOOD             NGS
 GX0118
 GX0118                          STATION DESCRIPTION
 GX0118
 GX0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0118'AT ALLEGHANY.
 GX0118'AT ALLEGHANY, ABOUT 3 RAILS EAST OF THE EAST SIDE OF THE CHESAPEAKE
 GX0118'AND OHIO RAILWAY STATION, 10 1/2 FEET EAST OF THE CENTERLINE OF
 GX0118'STATE HIGHWAY 311, SET VERTICALLY IN THE NORTH FACE OF THE WING
 GX0118'WALL AT THE NORTHEAST CORNER OF THE RAILROAD OVERPASS OVER THE
 GX0118'HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE WING WALL, ABOUT 25
 GX0118'FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 2 1/2 FEET ABOVE THE
 GX0118'LEVEL OF THE HIGHWAY.
 GX0118
 GX0118                          STATION RECOVERY (1963)
 GX0118
 GX0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5814 ***********************************************************************
 GV5814  DESIGNATION -  205 C OF R 1972
 GV5814  PID         -  GV5814
 GV5814  STATE/COUNTY-  VA/C OF RICHMOND
 GV5814  USGS QUAD   -  BON AIR (1994)
 GV5814
 GV5814                         *CURRENT SURVEY CONTROL
 GV5814  ___________________________________________________________________
 GV5814* NAD 83(1993)-  37 33 13.13362(N)    077 34 24.52304(W)     ADJUSTED  
 GV5814* NAVD 88     -        57.05   (+/-2cm)     187.2    (feet)  VERTCON   
 GV5814  ___________________________________________________________________
 GV5814  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV5814  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV5814
 GV5814  HORZ ORDER  -  SECOND
 GV5814  VERT ORDER  -  THIRD ? (See Below)
 GV5814
 GV5814.The horizontal coordinates were established by classical geodetic methods
 GV5814.and adjusted by the National Geodetic Survey in November 1994..
 GV5814
 GV5814.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5814.The vertical order pertains to the NGVD 29 superseded value.
 GV5814
 GV5814.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5814
 GV5814.The geoid height was determined by GEOID03.
 GV5814
 GV5814;                    North         East     Units Scale Factor Converg.
 GV5814;SPC VA S     - 1,135,826.948 3,581,864.060   MT  0.99995066   +0 33 44.4
 GV5814;SPC VA S     - 3,726,458.91 11,751,499.00   sFT  0.99995066   +0 33 44.4
 GV5814;UTM  18      - 4,159,406.120   272,673.046   MT  1.00023658   -1 34 09.2
 GV5814
 GV5814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5814!SPC VA S     -   0.99999619  x   0.99995066  =   0.99994685
 GV5814!UTM  18      -   0.99999619  x   1.00023658  =   1.00023277
 GV5814
 GV5814:                Primary Azimuth Mark                     Grid Az
 GV5814:SPC VA S     -  204 C OF R 1972                          116 08 47.8
 GV5814:UTM  18      -  204 C OF R 1972                          118 16 41.4
 GV5814
 GV5814|---------------------------------------------------------------------|
 GV5814| PID    Reference Object                     Distance      Geod. Az  |
 GV5814|                                                           dddmmss.s |
 GV5814| GV5809 204 C OF R 1972                     APPROX. 0.5 KM 1164232.2 |
 GV5814| GV5818 206A C OF R 1972                    379.256 METERS 29643     |
 GV5814| GV5817 206 C OF R 1972                     371.644 METERS 29821     |
 GV5814|---------------------------------------------------------------------|
 GV5814
 GV5814                          SUPERSEDED SURVEY CONTROL
 GV5814
 GV5814  NAD 83(1986)-  37 33 13.13974(N)    077 34 24.54008(W) AD(       ) 2
 GV5814  NAD 27      -  37 33 12.60879(N)    077 34 25.58730(W) AD(       ) 2
 GV5814  NGVD 29 (07/19/86)   57.36   (m)          188.2    (f) LEVELING    3  
 GV5814
 GV5814.Superseded values are not recommended for survey control.
 GV5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5814.See file dsdata.txt to determine how the superseded data were derived.
 GV5814
 GV5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7267359406(NAD 83)
 GV5814_MARKER: Z = SEE DESCRIPTION
 GV5814_SETTING: 0 = UNSPECIFIED SETTING
 GV5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5814+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5814
 GV5814  HISTORY     - Date     Condition        Report By
 GV5814  HISTORY     - 1972     MONUMENTED       VA2060
 GV5814  HISTORY     - 19960410 GOOD             USPSQD
 GV5814  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5814  HISTORY     - 20040302 GOOD             USPSQD
 GV5814
 GV5814                          STATION DESCRIPTION
 GV5814
 GV5814'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5814'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5814'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5814'THENCE NORTHEAST ON HUGUENOT RD. 0.55 MILE TO VEPCO TRANSMISSION
 GV5814'LINES, THENCE NORTHWEST ON TRANSMISSION LINE 1.30 MILES TO POINT
 GV5814'NO.  235.
 GV5814'
 GV5814'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5814'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5814'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5814'8 INCHES BELOW GROUND.  CITY BENCH MARK NO. 640.
 GV5814'
 GV5814'29.7 FEET W. OF N.W. CORNER OF VEPCO TRANSMISSION TOWER NO. 86-49,
 GV5814'29.9 FEET N.W. OF THE S.W. CORNER OF SAME TOWER, 49.6 FEET S. OF 12
 GV5814'INCH PINE TREE, 115.0 FEET N.E. OF 12 INCH PINE TREE.
 GV5814'
 GV5814'NEAREST TOWN--RICHMOND.
 GV5814
 GV5814                          STATION RECOVERY (1996)
 GV5814
 GV5814'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5814'RECOVERED IN GOOD CONDITION.
 GV5814
 GV5814                          STATION RECOVERY (1999)
 GV5814
 GV5814'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5814'MARK NOT FOUND.
 GV5814
 GV5814                          STATION RECOVERY (2004)
 GV5814
 GV5814'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1249 ***********************************************************************
 GW1249  DESIGNATION -  205.0
 GW1249  PID         -  GW1249
 GW1249  STATE/COUNTY-  VA/CAMPBELL
 GW1249  USGS QUAD   -  LEESVILLE (1982)
 GW1249
 GW1249                         *CURRENT SURVEY CONTROL
 GW1249  ___________________________________________________________________
 GW1249* NAD 83(1986)-  37 07 01.     (N)    079 22 58.     (W)     SCALED    
 GW1249* NAVD 88     -       173.659  (meters)     569.75   (feet)  ADJUSTED  
 GW1249  ___________________________________________________________________
 GW1249  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW1249  DYNAMIC HT  -         173.526 (meters)     569.31  (feet)  COMP
 GW1249  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 GW1249
 GW1249  VERT ORDER  -  SECOND    CLASS 0
 GW1249
 GW1249.The horizontal coordinates were scaled from a topographic map and have
 GW1249.an estimated accuracy of +/- 6 seconds.
 GW1249
 GW1249.The orthometric height was determined by differential leveling
 GW1249.and adjusted by the National Geodetic Survey in June 1991..
 GW1249
 GW1249.The geoid height was determined by GEOID03.
 GW1249
 GW1249.The dynamic height is computed by dividing the NAVD 88
 GW1249.geopotential number by the normal gravity value computed on the
 GW1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1249.degrees latitude (g = 980.6199 gals.).
 GW1249
 GW1249.The modeled gravity was interpolated from observed gravity values.
 GW1249
 GW1249;                    North         East    Units  Estimated Accuracy
 GW1249;SPC VA S     - 1,087,330.    3,421,550.      MT  (+/- 180 meters Scaled)
 GW1249
 GW1249                          SUPERSEDED SURVEY CONTROL
 GW1249
 GW1249  NGVD 29 (??/??/92)  173.924  (m)          570.62   (f) ADJ UNCH    2 0
 GW1249
 GW1249.Superseded values are not recommended for survey control.
 GW1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1249.See file dsdata.txt to determine how the superseded data were derived.
 GW1249
 GW1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB436090(NAD 83)
 GW1249_MARKER: Q = CHISELED SQUARE
 GW1249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1249_SP_SET: BRIDGE
 GW1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1249
 GW1249  HISTORY     - Date     Condition        Report By
 GW1249  HISTORY     - UNK      MONUMENTED       VARR
 GW1249  HISTORY     - 1935     GOOD             NGS
 GW1249
 GW1249                          STATION DESCRIPTION
 GW1249
 GW1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1249'0.2 MI E FROM LEESVILLE.
 GW1249'ABOUT 0.2 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1249'AT LEESVILLE, CAMPBELL COUNTY, AND ON TOP OF THE SOUTH END OF
 GW1249'THE WEST PIER OF A BRIDGE OVER THE STAUNTON RIVER.  A CHISELED
 GW1249'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0664 ***********************************************************************
 FZ0664  DESIGNATION -  205240
 FZ0664  PID         -  FZ0664
 FZ0664  STATE/COUNTY-  VA/CARROLL
 FZ0664  USGS QUAD   -  LAMBSBURG (1977)
 FZ0664
 FZ0664                         *CURRENT SURVEY CONTROL
 FZ0664  ___________________________________________________________________
 FZ0664* NAD 83(1986)-  36 36 26.     (N)    080 47 17.     (W)     SCALED    
 FZ0664* NAVD 88     -       834.195  (meters)    2736.85   (feet)  ADJUSTED  
 FZ0664  ___________________________________________________________________
 FZ0664  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FZ0664  DYNAMIC HT  -         833.373 (meters)    2734.16  (feet)  COMP
 FZ0664  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 FZ0664
 FZ0664  VERT ORDER  -  SECOND    CLASS 0
 FZ0664
 FZ0664.The horizontal coordinates were scaled from a topographic map and have
 FZ0664.an estimated accuracy of +/- 6 seconds.
 FZ0664
 FZ0664.The orthometric height was determined by differential leveling
 FZ0664.and adjusted by the National Geodetic Survey in June 1991..
 FZ0664
 FZ0664.The geoid height was determined by GEOID03.
 FZ0664
 FZ0664.The dynamic height is computed by dividing the NAVD 88
 FZ0664.geopotential number by the normal gravity value computed on the
 FZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0664.degrees latitude (g = 980.6199 gals.).
 FZ0664
 FZ0664.The modeled gravity was interpolated from observed gravity values.
 FZ0664
 FZ0664;                    North         East    Units  Estimated Accuracy
 FZ0664;SPC VA S     - 1,032,880.    3,295,310.      MT  (+/- 180 meters Scaled)
 FZ0664
 FZ0664                          SUPERSEDED SURVEY CONTROL
 FZ0664
 FZ0664  NGVD 29 (??/??/92)  834.330  (m)         2737.30   (f) ADJ UNCH    2 0
 FZ0664
 FZ0664.Superseded values are not recommended for survey control.
 FZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0664.See file dsdata.txt to determine how the superseded data were derived.
 FZ0664
 FZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA189513(NAD 83)
 FZ0664_MARKER: DD = SURVEY DISK
 FZ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0664_STAMPING: 205240
 FZ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0664+STABILITY: SURFACE MOTION
 FZ0664
 FZ0664  HISTORY     - Date     Condition        Report By
 FZ0664  HISTORY     - UNK      MONUMENTED       NPS
 FZ0664  HISTORY     - 1963     GOOD             NGS
 FZ0664  HISTORY     - 1987     POOR             USPSQD
 FZ0664
 FZ0664                          STATION DESCRIPTION
 FZ0664
 FZ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0664'8.1 MI SW FROM FANCY GAP.
 FZ0664'0.1 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 FZ0664'FANCY GAP, THEN TURN SOUTHWEST ALONG THE BLUE RIDGE PARKWAY
 FZ0664'FOR 8.0 MILES TO A GRAVELED ROAD JUNCTION.  THE MARK IS SET IN
 FZ0664'THE TOP OF A 4 BY 4 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 FZ0664'GROUND, 198 FEET NORTHWEST OF THE CENTER OF THE BLUE RIDGE
 FZ0664'PARKWAY, 9 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 1.2
 FZ0664'FEET SOUTHWEST OF THE NORTHEAST CORNER OF A WIRE FENCE, 3.1 FEET
 FZ0664'NORTHEAST OF A STANDARD METAL WITNESS SIGN AND ABOUT 1 FOOT
 FZ0664'BELOW THE LEVEL OF THE PARKWAY.  NOTE-- THE WITNESS POST WAS REMOVED
 FZ0664'AT THE REQUEST OF THE NATIONAL PARK SERVICE.
 FZ0664
 FZ0664                          STATION RECOVERY (1987)
 FZ0664
 FZ0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (WKB)
 FZ0664'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5754 ***********************************************************************
 AA5754  DESIGNATION -  20577
 AA5754  PID         -  AA5754
 AA5754  STATE/COUNTY-  VA/LOUDOUN
 AA5754  USGS QUAD   -  STERLING (1994)
 AA5754
 AA5754                         *CURRENT SURVEY CONTROL
 AA5754  ___________________________________________________________________
 AA5754* NAD 83(1993)-  39 04 24.33010(N)    077 29 09.71311(W)     ADJUSTED  
 AA5754* NAVD 88     -       109.3    (meters)     359.     (feet)  GPS OBS   
 AA5754  ___________________________________________________________________
 AA5754  X           -   1,074,342.562 (meters)                     COMP
 AA5754  Y           -  -4,840,461.151 (meters)                     COMP
 AA5754  Z           -   3,998,697.145 (meters)                     COMP
 AA5754  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 AA5754  ELLIP HEIGHT-          77.12  (meters)          (08/30/02) GPS OBS
 AA5754  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 AA5754
 AA5754  HORZ ORDER  -  FIRST
 AA5754  ELLP ORDER  -  FOURTH    CLASS II
 AA5754
 AA5754.The horizontal coordinates were established by GPS observations
 AA5754.and adjusted by the National Geodetic Survey in June 1995..
 AA5754
 AA5754.The orthometric height was determined by GPS observations and a
 AA5754.high-resolution geoid model.
 AA5754
 AA5754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5754
 AA5754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5754
 AA5754.The ellipsoidal height was determined by GPS observations
 AA5754.and is referenced to NAD 83.
 AA5754
 AA5754.The geoid height was determined by GEOID03.
 AA5754
 AA5754;                    North         East     Units Scale Factor Converg.
 AA5754;SPC VA N     - 2,156,636.952 3,587,742.057   MT  0.99997999   +0 37 58.2
 AA5754;SPC VA N     - 7,075,566.40 11,770,783.73   sFT  0.99997999   +0 37 58.2
 AA5754;UTM  18      - 4,327,866.573   284,938.837   MT  1.00016954   -1 34 03.3
 AA5754
 AA5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5754!SPC VA N     -   0.99998790  x   0.99997999  =   0.99996789
 AA5754!UTM  18      -   0.99998790  x   1.00016954  =   1.00015744
 AA5754
 AA5754                          SUPERSEDED SURVEY CONTROL
 AA5754
 AA5754.No superseded survey control is available for this station.
 AA5754
 AA5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8493927867(NAD 83)
 AA5754_MARKER: DD = SURVEY DISK
 AA5754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5754_STAMPING: T.S. 20577 MC
 AA5754_MARK LOGO: WSSC  
 AA5754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5754+STABILITY: SURFACE MOTION
 AA5754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5754+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5754
 AA5754  HISTORY     - Date     Condition        Report By
 AA5754  HISTORY     - 1994     MONUMENTED       MSI
 AA5754
 AA5754                          STATION DESCRIPTION
 AA5754
 AA5754'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1994 (BAC)
 AA5754'THE STATION IS LOCATED IN LOUDON COUNTY, VIRGINIA, APPROXIMATELY 3.0
 AA5754'MI (4.8 KM) SOUTHEAST OF THE TOWN OF LEESBURG.  TO REACH THE STATION
 AA5754'FROM THE JUNCTION OF ASHBURN ROAD AND LEESBURG PIKE (S.R. 7), GO
 AA5754'NORTHWEST 0.5 MI (0.8 KM) ALONG LEESBURG PIKE TO THE STATION ON THE
 AA5754'LEFT, JUST EAST OF A HIGHWAY CROSS-OVER, NEAR A DRIVEWAY WITH BRICK
 AA5754'ENTRANCE PILLARS.
 AA5754' 
 AA5754'THE STATION IS A WSSC DISK SET IN THE TOP OF A CONCRETE MONUMENT,
 AA5754'WHICH IS FLUSH WITH GROUND LEVEL, AND STAMPED "T.S. 20577 MC".  THE
 AA5754'DISK IS LOCATED 30.3 FT (9.2 M) EAST-SOUTHEAST OF POWER POLE NO. 530,
 AA5754'36.5 FT (11.1 M) SOUTHWEST OF THE EDGE OF PAVEMENT, 7.3 FT (2.2 M)
 AA5754'NORTHEAST OF THE FENCELINE, 98.8 FT (30.1 M) SOUTHEAST OF THE
 AA5754'NORTHEAST CORNER OF EAST BRICK GATEPOST, AND 133 FT (40.5 M) NORTHWEST
 AA5754'OF THE CENTERLINE OF A DIRT TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5755 ***********************************************************************
 AA5755  DESIGNATION -  20578
 AA5755  PID         -  AA5755
 AA5755  STATE/COUNTY-  VA/LOUDOUN
 AA5755  USGS QUAD   -  LEESBURG (1994)
 AA5755
 AA5755                         *CURRENT SURVEY CONTROL
 AA5755  ___________________________________________________________________
 AA5755* NAD 83(1993)-  39 06 50.19623(N)    077 32 05.75165(W)     ADJUSTED  
 AA5755* NAVD 88     -       109.5    (meters)     359.     (feet)  GPS OBS   
 AA5755  ___________________________________________________________________
 AA5755  X           -   1,069,598.778 (meters)                     COMP
 AA5755  Y           -  -4,838,606.588 (meters)                     COMP
 AA5755  Z           -   4,002,188.349 (meters)                     COMP
 AA5755  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AA5755  ELLIP HEIGHT-          77.13  (meters)          (08/30/02) GPS OBS
 AA5755  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AA5755
 AA5755  HORZ ORDER  -  FIRST
 AA5755  ELLP ORDER  -  FOURTH    CLASS II
 AA5755
 AA5755.The horizontal coordinates were established by GPS observations
 AA5755.and adjusted by the National Geodetic Survey in June 1995..
 AA5755
 AA5755.The orthometric height was determined by GPS observations and a
 AA5755.high-resolution geoid model.
 AA5755
 AA5755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5755
 AA5755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5755
 AA5755.The ellipsoidal height was determined by GPS observations
 AA5755.and is referenced to NAD 83.
 AA5755
 AA5755.The geoid height was determined by GEOID03.
 AA5755
 AA5755;                    North         East     Units Scale Factor Converg.
 AA5755;SPC VA N     - 2,161,089.255 3,583,463.487   MT  0.99998586   +0 36 08.3
 AA5755;SPC VA N     - 7,090,173.66 11,756,746.46   sFT  0.99998586   +0 36 08.3
 AA5755;UTM  18      - 4,332,480.843   280,833.628   MT  1.00019149   -1 35 59.4
 AA5755
 AA5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5755!SPC VA N     -   0.99998790  x   0.99998586  =   0.99997376
 AA5755!UTM  18      -   0.99998790  x   1.00019149  =   1.00017939
 AA5755
 AA5755                          SUPERSEDED SURVEY CONTROL
 AA5755
 AA5755  ELLIP H (06/13/95)   77.15   (m)                       GP(       ) 4 2
 AA5755
 AA5755.Superseded values are not recommended for survey control.
 AA5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5755.See file dsdata.txt to determine how the superseded data were derived.
 AA5755
 AA5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8083432481(NAD 83)
 AA5755_MARKER: DD = SURVEY DISK
 AA5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5755_STAMPING: T.S. 20578 MC
 AA5755_MARK LOGO: WSSC  
 AA5755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5755+STABILITY: SURFACE MOTION
 AA5755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5755+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 AA5755
 AA5755  HISTORY     - Date     Condition        Report By
 AA5755  HISTORY     - 1994     MONUMENTED       MSI
 AA5755  HISTORY     - 20031219 GOOD             ENGGRO
 AA5755
 AA5755                          STATION DESCRIPTION
 AA5755
 AA5755'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1994 (BAC)
 AA5755'THE STATION IS LOCATED IN LOUDON COUNTY, VIRGINIA, APPROXIMATELY 3.0
 AA5755'MI (4.8 KM) SOUTHEAST OF THE TOWN OF LEESBURG.  TO REACH THE STATION
 AA5755'FROM THE INTERSECTION OF EDWARDS FERRY ROAD AND U.S. 15, GO EAST 0.1
 AA5755'MI (0.2 KM) ALONG EDWARDS FERRY ROAD TO THE STATION ON THE LEFT ACROSS
 AA5755'FROM THE MALL PARKING AREA.
 AA5755' 
 AA5755'THE STATION IS A WSSC DISK SET IN THE TOP OF A CONCRETE MONUMENT,
 AA5755'WHICH IS FLUSH WITH GROUND LEVEL, AND STAMPED "T.S. 20578 MC".  THE
 AA5755'DISK IS LOCATED 2.75 M (9.02 FT) SOUTHEAST OF A METAL POST AT TRAFFIC
 AA5755'LIGHT, 15.5 M (50.9 FT) NORTH OF THE CENTERLINE OF EDWARDS FERRY ROAD,
 AA5755'AND 21.7 M (71.2 FT) NORTHWEST OF A FIRE HYDRANT.
 AA5755
 AA5755                          STATION RECOVERY (2003)
 AA5755
 AA5755'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 AA5755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5761 ***********************************************************************
 AA5761  DESIGNATION -  20584
 AA5761  PID         -  AA5761
 AA5761  STATE/COUNTY-  VA/LOUDOUN
 AA5761  USGS QUAD   -  WATERFORD (1984)
 AA5761
 AA5761                         *CURRENT SURVEY CONTROL
 AA5761  ___________________________________________________________________
 AA5761* NAD 83(1993)-  39 09 57.92990(N)    077 32 10.33391(W)     ADJUSTED  
 AA5761* NAVD 88     -        70.6    (meters)     232.     (feet)  GPS OBS   
 AA5761  ___________________________________________________________________
 AA5761  X           -   1,068,696.063 (meters)                     COMP
 AA5761  Y           -  -4,835,032.570 (meters)                     COMP
 AA5761  Z           -   4,006,654.096 (meters)                     COMP
 AA5761  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AA5761  ELLIP HEIGHT-          38.18  (meters)          (08/30/02) GPS OBS
 AA5761  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AA5761
 AA5761  HORZ ORDER  -  FIRST
 AA5761  ELLP ORDER  -  FOURTH    CLASS II
 AA5761
 AA5761.The horizontal coordinates were established by GPS observations
 AA5761.and adjusted by the National Geodetic Survey in June 1995..
 AA5761
 AA5761.The orthometric height was determined by GPS observations and a
 AA5761.high-resolution geoid model.
 AA5761
 AA5761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5761
 AA5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5761
 AA5761.The ellipsoidal height was determined by GPS observations
 AA5761.and is referenced to NAD 83.
 AA5761
 AA5761.The geoid height was determined by GEOID03.
 AA5761
 AA5761;                    North         East     Units Scale Factor Converg.
 AA5761;SPC VA N     - 2,166,877.123 3,583,292.631   MT  0.99999416   +0 36 05.5
 AA5761;SPC VA N     - 7,109,162.69 11,756,185.91   sFT  0.99999416   +0 36 05.5
 AA5761;UTM  18      - 4,338,272.167   280,885.400   MT  1.00019120   -1 36 08.7
 AA5761
 AA5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5761!SPC VA N     -   0.99999401  x   0.99999416  =   0.99998817
 AA5761!UTM  18      -   0.99999401  x   1.00019120  =   1.00018521
 AA5761
 AA5761                          SUPERSEDED SURVEY CONTROL
 AA5761
 AA5761  ELLIP H (06/13/95)   38.19   (m)                       GP(       ) 4 2
 AA5761
 AA5761.Superseded values are not recommended for survey control.
 AA5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5761.See file dsdata.txt to determine how the superseded data were derived.
 AA5761
 AA5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8088538272(NAD 83)
 AA5761_MARKER: DD = SURVEY DISK
 AA5761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5761_STAMPING: T.S. 20584 MC
 AA5761_MARK LOGO: WSSC  
 AA5761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5761+STABILITY: SURFACE MOTION
 AA5761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5761+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5761
 AA5761  HISTORY     - Date     Condition        Report By
 AA5761  HISTORY     - 1994     MONUMENTED       MSI
 AA5761  HISTORY     - 20050403 GOOD             GEOCAC
 AA5761
 AA5761                          STATION DESCRIPTION
 AA5761
 AA5761'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1994 (BAC)
 AA5761'THE STATION IS LOCATED IN LOUDON COUNTY, VIRGINIA, APPROXIMATELY 4.0
 AA5761'MI (6.4 KM) NORTH OF THE TOWN OF LEESBURG.  TO REACH THE STATION FROM
 AA5761'THE INTERSECTION OF MARKET STREET (S.R. 7) AND U.S. 15 BYPASS IN
 AA5761'LEESBURG, GO NORTH 3.6 MI (5.8 KM) ALONG U.S. 15 TO THE JUNCTION WITH
 AA5761'WHITES FERRY ROAD (S.R. 655) ON THE RIGHT. CONTINUE NORTH 0.9 MI (1.4
 AA5761'KM) ALONG U.S. 15 TO THE STATION ON THE LEFT.
 AA5761' 
 AA5761'THE STATION IS A WSSC DISK SET IN THE TOP OF A CONCRETE MONUMENT,
 AA5761'WHICH IS FLUSH WITH GROUND LEVEL, AND STAMPED "T.S. 20584 MC".  THE
 AA5761'DISK IS LOCATED 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF THE ROAD,
 AA5761'6.4 M (21.0 FT) EAST OF THE FENCELINE, 9.7 M (31.8 FT) NORTHEAST OF
 AA5761'THE FENCE CORNER, AND 32.8 M (107.6 FT) SOUTHWEST OF POWER POLE NO.
 AA5761'131.
 AA5761
 AA5761                          STATION RECOVERY (2005)
 AA5761
 AA5761'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 AA5761'RECOVERED AS DESCRIBED
 AA5761'FENCE CORNER HAS BEEN DESTROYED, NO SUITABLE REPLACEMENT REFERENCE
 AA5761'FOUND.  DISTANCE TO FENCE LINE AND POWER POLE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5817 ***********************************************************************
 GV5817  DESIGNATION -  206 C OF R 1972
 GV5817  PID         -  GV5817
 GV5817  STATE/COUNTY-  VA/C OF RICHMOND
 GV5817  USGS QUAD   -  BON AIR (1994)
 GV5817
 GV5817                         *CURRENT SURVEY CONTROL
 GV5817  ___________________________________________________________________
 GV5817* NAD 83(1993)-  37 33 18.85715(N)    077 34 37.84896(W)     ADJUSTED  
 GV5817* NAVD 88     -        52.56   (+/-2cm)     172.4    (feet)  VERTCON   
 GV5817  ___________________________________________________________________
 GV5817  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV5817  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5817
 GV5817  HORZ ORDER  -  SECOND
 GV5817  VERT ORDER  -  THIRD ? (See Below)
 GV5817
 GV5817.The horizontal coordinates were established by classical geodetic methods
 GV5817.and adjusted by the National Geodetic Survey in November 1994..
 GV5817
 GV5817.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5817.The vertical order pertains to the NGVD 29 superseded value.
 GV5817
 GV5817.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5817
 GV5817.The geoid height was determined by GEOID03.
 GV5817
 GV5817;                    North         East     Units Scale Factor Converg.
 GV5817;SPC VA S     - 1,136,000.184 3,581,535.282   MT  0.99995075   +0 33 36.3
 GV5817;SPC VA S     - 3,727,027.27 11,750,420.34   sFT  0.99995075   +0 33 36.3
 GV5817;UTM  18      - 4,159,591.517   272,350.846   MT  1.00023839   -1 34 17.5
 GV5817
 GV5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5817!SPC VA S     -   0.99999689  x   0.99995075  =   0.99994764
 GV5817!UTM  18      -   0.99999689  x   1.00023839  =   1.00023528
 GV5817
 GV5817|---------------------------------------------------------------------|
 GV5817| PID    Reference Object                     Distance      Geod. Az  |
 GV5817|                                                           dddmmss.s |
 GV5817| GV5814 205 C OF R 1972                     371.644 METERS 11821     |
 GV5817| GV5818 206A C OF R 1972                     13.161 METERS 24251     |
 GV5817| GV5821 207 C OF R 1972                     220.605 METERS 34532     |
 GV5817|---------------------------------------------------------------------|
 GV5817
 GV5817                          SUPERSEDED SURVEY CONTROL
 GV5817
 GV5817  NAD 83(1986)-  37 33 18.86324(N)    077 34 37.86606(W) AD(       ) 2
 GV5817  NAD 27      -  37 33 18.33211(N)    077 34 38.91310(W) AD(       ) 2
 GV5817  NGVD 29 (07/19/86)   52.87   (m)          173.5    (f) LEVELING    3  
 GV5817
 GV5817.Superseded values are not recommended for survey control.
 GV5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5817.See file dsdata.txt to determine how the superseded data were derived.
 GV5817
 GV5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7235159592(NAD 83)
 GV5817_MARKER: Z = SEE DESCRIPTION
 GV5817_SETTING: 0 = UNSPECIFIED SETTING
 GV5817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5817+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5817
 GV5817  HISTORY     - Date     Condition        Report By
 GV5817  HISTORY     - 1972     MONUMENTED       VA2060
 GV5817  HISTORY     - 19960411 GOOD             USPSQD
 GV5817  HISTORY     - 19991019 GOOD             USPSQD
 GV5817  HISTORY     - 20040302 GOOD             USPSQD
 GV5817
 GV5817                          STATION DESCRIPTION
 GV5817
 GV5817'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5817'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5817'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5817'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5817'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5817'CHEYENNE RD. 0.10 MILE TO PONIT NO. 206.
 GV5817'
 GV5817'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5817'SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT 8 INCHES
 GV5817'BELOW GROUND.
 GV5817'
 GV5817'30.7 FEET W. OF C/L OF CHEYENNE RD., 63.2 FEET N.W. OF FENCE CORNER,
 GV5817'6.2 FEET S.E. OF 4 FEET TWIN PINE TREE, 34.7 FEET E. OF N.W. CORNER
 GV5817'OF VEPCO TRANSMISSION TOWER NO. 86-47.
 GV5817'
 GV5817'NEAREST TOWN--RICHMOND.
 GV5817
 GV5817                          STATION RECOVERY (1996)
 GV5817
 GV5817'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5817'RECOVERED IN GOOD CONDITION.
 GV5817
 GV5817                          STATION RECOVERY (1999)
 GV5817
 GV5817'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5817'RECOVERED IN GOOD CONDITION.
 GV5817
 GV5817                          STATION RECOVERY (2004)
 GV5817
 GV5817'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1295 ***********************************************************************
 GA1295  DESIGNATION -  2061
 GA1295  PID         -  GA1295
 GA1295  STATE/COUNTY-  VA/LEE
 GA1295  USGS QUAD   -  KEOKEE (1978)
 GA1295
 GA1295                         *CURRENT SURVEY CONTROL
 GA1295  ___________________________________________________________________
 GA1295* NAD 83(1986)-  36 51 39.     (N)    082 53 01.     (W)     SCALED    
 GA1295* NAVD 88     -       628.144  (meters)    2060.84   (feet)  ADJUSTED  
 GA1295  ___________________________________________________________________
 GA1295  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1295  DYNAMIC HT  -         627.579 (meters)    2058.98  (feet)  COMP
 GA1295  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 GA1295
 GA1295  VERT ORDER  -  SECOND    CLASS 0
 GA1295
 GA1295.The horizontal coordinates were scaled from a topographic map and have
 GA1295.an estimated accuracy of +/- 6 seconds.
 GA1295
 GA1295.The orthometric height was determined by differential leveling
 GA1295.and adjusted by the National Geodetic Survey in June 1991..
 GA1295
 GA1295.The geoid height was determined by GEOID03.
 GA1295
 GA1295.The dynamic height is computed by dividing the NAVD 88
 GA1295.geopotential number by the normal gravity value computed on the
 GA1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1295.degrees latitude (g = 980.6199 gals.).
 GA1295
 GA1295.The modeled gravity was interpolated from observed gravity values.
 GA1295
 GA1295;                    North         East    Units  Estimated Accuracy
 GA1295;SPC VA S     - 1,067,610.    3,109,240.      MT  (+/- 180 meters Scaled)
 GA1295
 GA1295                          SUPERSEDED SURVEY CONTROL
 GA1295
 GA1295  NGVD 29 (??/??/92)  628.253  (m)         2061.19   (f) ADJ UNCH    2 0
 GA1295
 GA1295.Superseded values are not recommended for survey control.
 GA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1295.See file dsdata.txt to determine how the superseded data were derived.
 GA1295
 GA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA320810(NAD 83)
 GA1295_MARKER: DD = SURVEY DISK
 GA1295_SETTING: 66 = SET IN ROCK OUTCROP
 GA1295_SP_SET: ROCK OUTCROP
 GA1295_STAMPING: 2061 1920
 GA1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1295+STABILITY: POSITION/ELEVATION WELL
 GA1295
 GA1295  HISTORY     - Date     Condition        Report By
 GA1295  HISTORY     - 1920     MONUMENTED       USGS
 GA1295  HISTORY     - 1953     GOOD             NGS
 GA1295  HISTORY     - 1956     GOOD             NGS
 GA1295  HISTORY     - 1963     GOOD             NGS
 GA1295
 GA1295                          STATION DESCRIPTION
 GA1295
 GA1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1295'1.2 MI E FROM KEOKEE.
 GA1295'1.2 MILES EAST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL AT
 GA1295'KEOKEE, AT THE JUNCTION OF COUNTY ROAD 623 LEADING SOUTHEAST,
 GA1295'31 FEET SOUTHEAST OF CENTER LINE OF ROAD 606, 16 FEET NORTHEAST
 GA1295'OF CENTER LINE OF ROAD 623, 4 1/2 FEET EAST OF EAST END OF A
 GA1295'15-INCH CORRUGATED PIPE CULVERT UNDER ROAD SOUTHEAST, IN THE TOP
 GA1295'OF A SLANTING LAYER OF ROCK OUTCROP PROJECTING OUT OF CUT BANK
 GA1295'AND ABOUT LEVEL WITH ROADS.  DISK IS BATTERED AND STAMPING
 GA1295'IS BARELY LEGIBLE.  MUTILATED BUT SOLID.
 GA1295
 GA1295                          STATION RECOVERY (1956)
 GA1295
 GA1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1295'RECOVERED IN GOOD CONDITION.
 GA1295
 GA1295                          STATION RECOVERY (1963)
 GA1295
 GA1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA1295'1.2 MILES EAST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL AT KEOKEE,
 GA1295'AT THE JUNCTION OF COUNTY ROAD 623 LEADING SOUTHEAST, 31 FEET
 GA1295'SOUTHEAST OF CENTER LINE OF ROAD 606, 16 FEET NORTHEAST OF CENTER
 GA1295'LINE OF ROAD 623, 4 1/2 FEET TOP OF A SLANTING LAYER OF ROCK OUTCROP
 GA1295'PROJECTING OUT OF CUT BANK AND ABOUT LEVEL WITH ROADS. DISK IS
 GA1295'BATTERED AND STAMPING IS BARELY LEGIBLE. MUTILATED BUT SOLID STAMPED
 GA1295'2061.193.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5818 ***********************************************************************
 GV5818  DESIGNATION -  206A C OF R 1972
 GV5818  PID         -  GV5818
 GV5818  STATE/COUNTY-  VA/C OF RICHMOND
 GV5818  USGS QUAD   -  BON AIR (1994)
 GV5818
 GV5818                         *CURRENT SURVEY CONTROL
 GV5818  ___________________________________________________________________
 GV5818* NAD 83(1993)-  37 33 18.66240(N)    077 34 38.32610(W)     ADJUSTED  
 GV5818* NAVD 88     -        50.56   (+/-2cm)     165.9    (feet)  VERTCON   
 GV5818  ___________________________________________________________________
 GV5818  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5818  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5818
 GV5818  HORZ ORDER  -  SECOND
 GV5818  VERT ORDER  -  THIRD ? (See Below)
 GV5818
 GV5818.The horizontal coordinates were established by classical geodetic methods
 GV5818.and adjusted by the National Geodetic Survey in November 1994..
 GV5818
 GV5818.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5818.The vertical order pertains to the NGVD 29 superseded value.
 GV5818
 GV5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5818
 GV5818.The geoid height was determined by GEOID03.
 GV5818
 GV5818;                    North         East     Units Scale Factor Converg.
 GV5818;SPC VA S     - 1,135,994.066 3,581,523.630   MT  0.99995075   +0 33 36.0
 GV5818;SPC VA S     - 3,727,007.20 11,750,382.11   sFT  0.99995075   +0 33 36.0
 GV5818;UTM  18      - 4,159,585.835   272,338.972   MT  1.00023846   -1 34 17.8
 GV5818
 GV5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5818!SPC VA S     -   0.99999721  x   0.99995075  =   0.99994796
 GV5818!UTM  18      -   0.99999721  x   1.00023846  =   1.00023566
 GV5818
 GV5818|---------------------------------------------------------------------|
 GV5818| PID    Reference Object                     Distance      Geod. Az  |
 GV5818|                                                           dddmmss.s |
 GV5818| GV5817 206 C OF R 1972                      13.161 METERS 06251     |
 GV5818| GV5814 205 C OF R 1972                     379.256 METERS 11642     |
 GV5818|---------------------------------------------------------------------|
 GV5818
 GV5818                          SUPERSEDED SURVEY CONTROL
 GV5818
 GV5818  NAD 83(1986)-  37 33 18.66854(N)    077 34 38.34308(W) AD(       ) 2
 GV5818  NAD 27      -  37 33 18.13742(N)    077 34 39.39002(W) AD(       ) 2
 GV5818  NGVD 29 (07/19/86)   50.87   (m)          166.9    (f) LEVELING    3  
 GV5818
 GV5818.Superseded values are not recommended for survey control.
 GV5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5818.See file dsdata.txt to determine how the superseded data were derived.
 GV5818
 GV5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7233959586(NAD 83)
 GV5818_MARKER: Z = SEE DESCRIPTION
 GV5818_SETTING: 0 = UNSPECIFIED SETTING
 GV5818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5818+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5818
 GV5818  HISTORY     - Date     Condition        Report By
 GV5818  HISTORY     - 1972     MONUMENTED       VA2060
 GV5818  HISTORY     - 19960410 GOOD             USPSQD
 GV5818  HISTORY     - 19991019 GOOD             USPSQD
 GV5818  HISTORY     - 20040302 GOOD             USPSQD
 GV5818
 GV5818                          STATION DESCRIPTION
 GV5818
 GV5818'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5818'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5818'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5818'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5818'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD. 0.10 MILE TO POINT
 GV5818'NO. 206A.
 GV5818'
 GV5818'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5818'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5818'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5818'6 INCHES
 GV5818'
 GV5818'LOCATED IN THE CENTER OF VEPCO POWER TRANSMISSION TOWER NO. 86-47,
 GV5818'75.0 FEET W. OF C/L OF CHEYENNE RD., 75.0 FEET N.E. OF C/L OF
 GV5818'PRIVATE DR. TO HOUSE NO. 4400 CHEYENNE RD.
 GV5818'
 GV5818'NEAREST TOWN--RICHMOND.
 GV5818
 GV5818                          STATION RECOVERY (1996)
 GV5818
 GV5818'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5818'RECOVERED IN GOOD CONDITION.
 GV5818
 GV5818                          STATION RECOVERY (1999)
 GV5818
 GV5818'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5818'RECOVERED IN GOOD CONDITION.
 GV5818
 GV5818                          STATION RECOVERY (2004)
 GV5818
 GV5818'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0520 ***********************************************************************
 GX0520  DESIGNATION -  207
 GX0520  PID         -  GX0520
 GX0520  STATE/COUNTY-  VA/PULASKI
 GX0520  USGS QUAD   -  RADFORD NORTH (1984)
 GX0520
 GX0520                         *CURRENT SURVEY CONTROL
 GX0520  ___________________________________________________________________
 GX0520* NAD 83(1986)-  37 08 06.     (N)    080 36 14.     (W)     SCALED    
 GX0520* NAVD 88     -       549.661  (meters)    1803.35   (feet)  POSTED    
 GX0520  ___________________________________________________________________
 GX0520  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GX0520  DYNAMIC HT  -         549.170 (meters)    1801.74  (feet)  COMP
 GX0520  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 GX0520
 GX0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0520
 GX0520.The horizontal coordinates were scaled from a topographic map and have
 GX0520.an estimated accuracy of +/- 6 seconds.
 GX0520
 GX0520.The orthometric height was determined by differential leveling
 GX0520.and adjusted by the National Geodetic Survey in 1992..
 GX0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0520.rate of 0.0 thru 1.0 mm/km.
 GX0520
 GX0520.The geoid height was determined by GEOID03.
 GX0520
 GX0520.The dynamic height is computed by dividing the NAVD 88
 GX0520.geopotential number by the normal gravity value computed on the
 GX0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0520.degrees latitude (g = 980.6199 gals.).
 GX0520
 GX0520.The modeled gravity was interpolated from observed gravity values.
 GX0520
 GX0520;                    North         East    Units  Estimated Accuracy
 GX0520;SPC VA S     - 1,091,050.    3,313,090.      MT  (+/- 180 meters Scaled)
 GX0520
 GX0520                          SUPERSEDED SURVEY CONTROL
 GX0520
 GX0520  NGVD 29 (??/??/92)  549.776  (m)         1803.72   (f) ADJ UNCH    1 2
 GX0520
 GX0520.Superseded values are not recommended for survey control.
 GX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0520.See file dsdata.txt to determine how the superseded data were derived.
 GX0520
 GX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB351099(NAD 83)
 GX0520_MARKER: B = BOLT
 GX0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0520_SP_SET: CONCRETE
 GX0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0520
 GX0520  HISTORY     - Date     Condition        Report By
 GX0520  HISTORY     - UNK      MONUMENTED       NWRR
 GX0520  HISTORY     - 1934     GOOD             NGS
 GX0520
 GX0520                          STATION DESCRIPTION
 GX0520
 GX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX0520'0.7 MI NW FROM NEW RIVER.
 GX0520'0.7 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0520'NEW RIVER, AT BRIDGE 207, AND IN THE SOUTHWEST END OF THE NORTHWEST
 GX0520'BACKWALL.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5821 ***********************************************************************
 GV5821  DESIGNATION -  207 C OF R 1972
 GV5821  PID         -  GV5821
 GV5821  STATE/COUNTY-  VA/C OF RICHMOND
 GV5821  USGS QUAD   -  BON AIR (1994)
 GV5821
 GV5821                         *CURRENT SURVEY CONTROL
 GV5821  ___________________________________________________________________
 GV5821* NAD 83(1993)-  37 33 25.78583(N)    077 34 40.09408(W)     ADJUSTED  
 GV5821* NAVD 88     -        47.00   (+/-2cm)     154.2    (feet)  VERTCON   
 GV5821  ___________________________________________________________________
 GV5821  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV5821  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5821
 GV5821  HORZ ORDER  -  SECOND
 GV5821  VERT ORDER  -  THIRD ? (See Below)
 GV5821
 GV5821.The horizontal coordinates were established by classical geodetic methods
 GV5821.and adjusted by the National Geodetic Survey in November 1994..
 GV5821
 GV5821.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5821.The vertical order pertains to the NGVD 29 superseded value.
 GV5821
 GV5821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5821
 GV5821.The geoid height was determined by GEOID03.
 GV5821
 GV5821;                    North         East     Units Scale Factor Converg.
 GV5821;SPC VA S     - 1,136,213.236 3,581,478.095   MT  0.99995086   +0 33 34.9
 GV5821;SPC VA S     - 3,727,726.26 11,750,232.72   sFT  0.99995086   +0 33 34.9
 GV5821;UTM  18      - 4,159,806.611   272,301.610   MT  1.00023867   -1 34 19.1
 GV5821
 GV5821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5821!SPC VA S     -   0.99999776  x   0.99995086  =   0.99994862
 GV5821!UTM  18      -   0.99999776  x   1.00023867  =   1.00023643
 GV5821
 GV5821                          SUPERSEDED SURVEY CONTROL
 GV5821
 GV5821  NAD 83(1986)-  37 33 25.79195(N)    077 34 40.11123(W) AD(       ) 2
 GV5821  NAD 27      -  37 33 25.26087(N)    077 34 41.15841(W) AD(       ) 2
 GV5821  NGVD 29 (07/19/86)   47.31   (m)          155.2    (f) LEVELING    3  
 GV5821
 GV5821.Superseded values are not recommended for survey control.
 GV5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5821.See file dsdata.txt to determine how the superseded data were derived.
 GV5821
 GV5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7230259807(NAD 83)
 GV5821_MARKER: Z = SEE DESCRIPTION
 GV5821_SETTING: 0 = UNSPECIFIED SETTING
 GV5821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5821
 GV5821  HISTORY     - Date     Condition        Report By
 GV5821  HISTORY     - 1972     MONUMENTED       VA2060
 GV5821  HISTORY     - 19960411 POOR             USPSQD
 GV5821  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5821  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5821
 GV5821                          STATION DESCRIPTION
 GV5821
 GV5821'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5821'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5821'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5821'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5821'WEST ON CHEROKEE RD. 1.70 MILES TO POINT NO. 207.
 GV5821'
 GV5821'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5821'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5821'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5821'8 INCHES BELOW GROUND.
 GV5821'
 GV5821'30.2 FEET N. OF C/L OF CHEROKEE RD., 21.9 FEET W. OF VEPCO POLE NO.
 GV5821'DL12, 23.8 FEET S.S.E. OF 20 INCH TWIN OAK TREE, 111.0 FEET W. OF
 GV5821'C/L OF VEPCO TRANSMISSION POWER LINE.
 GV5821'
 GV5821'NEAREST TOWN--RICHMOND
 GV5821
 GV5821                          STATION RECOVERY (1996)
 GV5821
 GV5821'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5821'MARK RECOVERED IN POOR CONDITION.
 GV5821
 GV5821                          STATION RECOVERY (1999)
 GV5821
 GV5821'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5821'MARK NOT FOUND.
 GV5821
 GV5821                          STATION RECOVERY (2004)
 GV5821
 GV5821'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3374 ***********************************************************************
 HV3374  DESIGNATION -  207.0 USGS
 HV3374  PID         -  HV3374
 HV3374  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3374  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3374
 HV3374                         *CURRENT SURVEY CONTROL
 HV3374  ___________________________________________________________________
 HV3374* NAD 83(1986)-  38 10 16.     (N)    077 35 41.     (W)     SCALED    
 HV3374* NAVD 88     -        62.744  (meters)     205.85   (feet)  ADJUSTED  
 HV3374  ___________________________________________________________________
 HV3374  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV3374  DYNAMIC HT  -          62.704 (meters)     205.72  (feet)  COMP
 HV3374  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HV3374
 HV3374  VERT ORDER  -  SECOND    CLASS 0
 HV3374
 HV3374.The horizontal coordinates were scaled from a topographic map and have
 HV3374.an estimated accuracy of +/- 6 seconds.
 HV3374
 HV3374.The orthometric height was determined by differential leveling
 HV3374.and adjusted by the National Geodetic Survey in June 1991..
 HV3374
 HV3374.The geoid height was determined by GEOID03.
 HV3374
 HV3374.The dynamic height is computed by dividing the NAVD 88
 HV3374.geopotential number by the normal gravity value computed on the
 HV3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3374.degrees latitude (g = 980.6199 gals.).
 HV3374
 HV3374.The modeled gravity was interpolated from observed gravity values.
 HV3374
 HV3374;                    North         East    Units  Estimated Accuracy
 HV3374;SPC VA N     - 2,056,380.    3,579,330.      MT  (+/- 180 meters Scaled)
 HV3374
 HV3374                          SUPERSEDED SURVEY CONTROL
 HV3374
 HV3374  NGVD 29 (??/??/??)   63.027  (m)          206.78   (f) ADJUSTED    2 0
 HV3374
 HV3374.Superseded values are not recommended for survey control.
 HV3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3374.See file dsdata.txt to determine how the superseded data were derived.
 HV3374
 HV3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH727279(NAD 83)
 HV3374_MARKER: Q = CHISELED SQUARE
 HV3374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3374_SP_SET: WHEEL GUARD BRIDGE
 HV3374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3374
 HV3374  HISTORY     - Date     Condition        Report By
 HV3374  HISTORY     - UNK      MONUMENTED       USGS
 HV3374  HISTORY     - 1962     GOOD             CGS
 HV3374  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3374
 HV3374                          STATION DESCRIPTION
 HV3374
 HV3374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3374'1.7 MI N FROM SNELL.
 HV3374'1.7 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE POST OFFICE AT
 HV3374'SNELL, SPOTSYLVANIA COUNTY, ABOUT 1.7 MILES SOUTHWEST OF THE
 HV3374'ZION CHURCH, AT THE SOUTH END OF A BRIDGE OVER PO RIVER, AND ON
 HV3374'THE TOP OF THE WHEEL GUARD.  A CHISELED SQUARE.
 HV3374
 HV3374                          STATION RECOVERY (1998)
 HV3374
 HV3374'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1251 ***********************************************************************
 GW1251  DESIGNATION -  207.1
 GW1251  PID         -  GW1251
 GW1251  STATE/COUNTY-  VA/BEDFORD
 GW1251  USGS QUAD   -  LEESVILLE (1982)
 GW1251
 GW1251                         *CURRENT SURVEY CONTROL
 GW1251  ___________________________________________________________________
 GW1251* NAD 83(1986)-  37 07 16.     (N)    079 24 59.     (W)     SCALED    
 GW1251* NAVD 88     -       179.256  (meters)     588.11   (feet)  ADJUSTED  
 GW1251  ___________________________________________________________________
 GW1251  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW1251  DYNAMIC HT  -         179.116 (meters)     587.65  (feet)  COMP
 GW1251  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GW1251
 GW1251  VERT ORDER  -  SECOND    CLASS 0
 GW1251
 GW1251.The horizontal coordinates were scaled from a topographic map and have
 GW1251.an estimated accuracy of +/- 6 seconds.
 GW1251
 GW1251.The orthometric height was determined by differential leveling
 GW1251.and adjusted by the National Geodetic Survey in June 1991..
 GW1251
 GW1251.The geoid height was determined by GEOID03.
 GW1251
 GW1251.The dynamic height is computed by dividing the NAVD 88
 GW1251.geopotential number by the normal gravity value computed on the
 GW1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1251.degrees latitude (g = 980.6199 gals.).
 GW1251
 GW1251.The modeled gravity was interpolated from observed gravity values.
 GW1251
 GW1251;                    North         East    Units  Estimated Accuracy
 GW1251;SPC VA S     - 1,087,820.    3,418,570.      MT  (+/- 180 meters Scaled)
 GW1251
 GW1251                          SUPERSEDED SURVEY CONTROL
 GW1251
 GW1251  NGVD 29 (??/??/92)  179.518  (m)          588.97   (f) ADJ UNCH    2 0
 GW1251
 GW1251.Superseded values are not recommended for survey control.
 GW1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1251.See file dsdata.txt to determine how the superseded data were derived.
 GW1251
 GW1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB406094(NAD 83)
 GW1251_MARKER: Q = CHISELED SQUARE
 GW1251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1251_SP_SET: BRIDGE
 GW1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1251
 GW1251  HISTORY     - Date     Condition        Report By
 GW1251  HISTORY     - UNK      MONUMENTED       VARR
 GW1251  HISTORY     - 1935     GOOD             NGS
 GW1251
 GW1251                          STATION DESCRIPTION
 GW1251
 GW1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1251'1.9 MI W FROM LEESVILLE.
 GW1251'IN BEDFORD COUNTY, ABOUT 1.9 MILES WEST ALONG THE VIRGINIAN RAILWAY
 GW1251'FROM THE STATION AT LEESVILLE, CAMPBELL COUNTY, 7.3 FEET SOUTH OF
 GW1251'THE SOUTH RAIL, AND ON TOP OF THE SOUTH END OF THE EAST CONCRETE
 GW1251'ABUTMENT OF THE RAILROAD BRIDGE OVER GOOSE CREEK.  A 2-INCH CHISELED
 GW1251'TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5820 ***********************************************************************
 GV5820  DESIGNATION -  208 C OF R 1972
 GV5820  PID         -  GV5820
 GV5820  STATE/COUNTY-  VA/C OF RICHMOND
 GV5820  USGS QUAD   -  BON AIR (1994)
 GV5820
 GV5820                         *CURRENT SURVEY CONTROL
 GV5820  ___________________________________________________________________
 GV5820* NAD 83(1993)-  37 33 30.70603(N)    077 34 38.98452(W)     ADJUSTED  
 GV5820* NAVD 88     -        36.29   (+/-2cm)     119.1    (feet)  VERTCON   
 GV5820  ___________________________________________________________________
 GV5820  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV5820  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5820
 GV5820  HORZ ORDER  -  SECOND
 GV5820  VERT ORDER  -  THIRD ? (See Below)
 GV5820
 GV5820.The horizontal coordinates were established by classical geodetic methods
 GV5820.and adjusted by the National Geodetic Survey in November 1994..
 GV5820
 GV5820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5820.The vertical order pertains to the NGVD 29 superseded value.
 GV5820
 GV5820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5820
 GV5820.The geoid height was determined by GEOID03.
 GV5820
 GV5820;                    North         East     Units Scale Factor Converg.
 GV5820;SPC VA S     - 1,136,365.177 3,581,503.843   MT  0.99995094   +0 33 35.6
 GV5820;SPC VA S     - 3,728,224.75 11,750,317.19   sFT  0.99995094   +0 33 35.6
 GV5820;UTM  18      - 4,159,957.533   272,333.001   MT  1.00023849   -1 34 18.6
 GV5820
 GV5820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5820!SPC VA S     -   0.99999944  x   0.99995094  =   0.99995038
 GV5820!UTM  18      -   0.99999944  x   1.00023849  =   1.00023793
 GV5820
 GV5820|---------------------------------------------------------------------|
 GV5820| PID    Reference Object                     Distance      Geod. Az  |
 GV5820|                                                           dddmmss.s |
 GV5820| GV5816 62                                  331.814 METERS 02337     |
 GV5820| GV5821 207 C OF R 1972                     154.115 METERS 19011     |
 GV5820|---------------------------------------------------------------------|
 GV5820
 GV5820                          SUPERSEDED SURVEY CONTROL
 GV5820
 GV5820  NAD 83(1986)-  37 33 30.71216(N)    077 34 39.00168(W) AD(       ) 2
 GV5820  NAD 27      -  37 33 30.18115(N)    077 34 40.04906(W) AD(       ) 2
 GV5820  NGVD 29 (07/19/86)   36.60   (m)          120.1    (f) LEVELING    3  
 GV5820
 GV5820.Superseded values are not recommended for survey control.
 GV5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5820.See file dsdata.txt to determine how the superseded data were derived.
 GV5820
 GV5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7233359958(NAD 83)
 GV5820_MARKER: Z = SEE DESCRIPTION
 GV5820_SETTING: 0 = UNSPECIFIED SETTING
 GV5820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5820+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5820
 GV5820  HISTORY     - Date     Condition        Report By
 GV5820  HISTORY     - 1972     MONUMENTED       VA2060
 GV5820  HISTORY     - 19960410 GOOD             USPSQD
 GV5820  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5820  HISTORY     - 20040302 GOOD             USPSQD
 GV5820
 GV5820                          STATION DESCRIPTION
 GV5820
 GV5820'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5820'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5820'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5820'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5820'WEST ON CHEROKEE RD. 1.70 MILES TO VEPCO TRANSMISSION POWER LINE,
 GV5820'THENCE NORTH ON VEPCO POWER LINE APPROX. 500 FEET TO POINT NO.
 GV5820'208.
 GV5820'
 GV5820'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5820'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5820'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5820'8 INCHES BELOW GROUND.
 GV5820'
 GV5820'AT THE CENTER OF TRANSMISSION TOWER NO. 86-45, 150 FEET S. OF S. BANK
 GV5820'OF JAMES RIVER, 95.6 FEET N.W. OF 10 INCH POPLAR TREE, 72.4 FEET W.
 GV5820'OF 10 INCH WALNUT TREE.
 GV5820'
 GV5820'NEAREST TOWN--RICHMOND.
 GV5820
 GV5820                          STATION RECOVERY (1996)
 GV5820
 GV5820'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5820'RECOVERED IN GOOD CONDITION.
 GV5820
 GV5820                          STATION RECOVERY (1999)
 GV5820
 GV5820'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5820'MARK NOT FOUND.
 GV5820
 GV5820                          STATION RECOVERY (2004)
 GV5820
 GV5820'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1255 ***********************************************************************
 GW1255  DESIGNATION -  208.4
 GW1255  PID         -  GW1255
 GW1255  STATE/COUNTY-  VA/BEDFORD
 GW1255  USGS QUAD   -  HUDDLESTON (1985)
 GW1255
 GW1255                         *CURRENT SURVEY CONTROL
 GW1255  ___________________________________________________________________
 GW1255* NAD 83(1986)-  37 07 33.     (N)    079 26 07.     (W)     SCALED    
 GW1255* NAVD 88     -       179.693  (meters)     589.54   (feet)  ADJUSTED  
 GW1255  ___________________________________________________________________
 GW1255  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW1255  DYNAMIC HT  -         179.551 (meters)     589.08  (feet)  COMP
 GW1255  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 GW1255
 GW1255  VERT ORDER  -  SECOND    CLASS 0
 GW1255
 GW1255.The horizontal coordinates were scaled from a topographic map and have
 GW1255.an estimated accuracy of +/- 6 seconds.
 GW1255
 GW1255.The orthometric height was determined by differential leveling
 GW1255.and adjusted by the National Geodetic Survey in June 1991..
 GW1255
 GW1255.The geoid height was determined by GEOID03.
 GW1255
 GW1255.The dynamic height is computed by dividing the NAVD 88
 GW1255.geopotential number by the normal gravity value computed on the
 GW1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1255.degrees latitude (g = 980.6199 gals.).
 GW1255
 GW1255.The modeled gravity was interpolated from observed gravity values.
 GW1255
 GW1255;                    North         East    Units  Estimated Accuracy
 GW1255;SPC VA S     - 1,088,360.    3,416,890.      MT  (+/- 180 meters Scaled)
 GW1255
 GW1255                          SUPERSEDED SURVEY CONTROL
 GW1255
 GW1255  NGVD 29 (??/??/92)  179.952  (m)          590.39   (f) ADJ UNCH    2 0
 GW1255
 GW1255.Superseded values are not recommended for survey control.
 GW1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1255.See file dsdata.txt to determine how the superseded data were derived.
 GW1255
 GW1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB389099(NAD 83)
 GW1255_MARKER: Q = CHISELED SQUARE
 GW1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1255_SP_SET: BRIDGE
 GW1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1255
 GW1255  HISTORY     - Date     Condition        Report By
 GW1255  HISTORY     - UNK      MONUMENTED       VARR
 GW1255  HISTORY     - 1935     GOOD             NGS
 GW1255
 GW1255                          STATION DESCRIPTION
 GW1255
 GW1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1255'3.2 MI W FROM LEESVILLE.
 GW1255'IN BEDFORD COUNTY, ABOUT 3.2 MILES WEST ALONG THE VIRGINIAN
 GW1255'RAILWAY FROM THE STATION AT LEESVILLE, CAMPBELL COUNTY, 6.5 FEET
 GW1255'NORTH OF THE NORTH RAIL, AND ON TOP OF THE NORTH END OF THE
 GW1255'EAST ABUTMENT OF THE CONCRETE BRIDGE OVER GOOSE CREEK.  A 2-INCH
 GW1255'CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5810 ***********************************************************************
 GV5810  DESIGNATION -  209 C OF R 1972
 GV5810  PID         -  GV5810
 GV5810  STATE/COUNTY-  VA/C OF RICHMOND
 GV5810  USGS QUAD   -  BON AIR (1994)
 GV5810
 GV5810                         *CURRENT SURVEY CONTROL
 GV5810  ___________________________________________________________________
 GV5810* NAD 83(1993)-  37 32 30.43165(N)    077 34 07.58212(W)     ADJUSTED  
 GV5810* NAVD 88     -        96.97   (+/-2cm)     318.1    (feet)  VERTCON   
 GV5810  ___________________________________________________________________
 GV5810  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5810  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV5810
 GV5810  HORZ ORDER  -  SECOND
 GV5810  VERT ORDER  -  THIRD ? (See Below)
 GV5810
 GV5810.The horizontal coordinates were established by classical geodetic methods
 GV5810.and adjusted by the National Geodetic Survey in November 1994..
 GV5810
 GV5810.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5810.The vertical order pertains to the NGVD 29 superseded value.
 GV5810
 GV5810.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5810
 GV5810.The geoid height was determined by GEOID03.
 GV5810
 GV5810;                    North         East     Units Scale Factor Converg.
 GV5810;SPC VA S     - 1,134,514.668 3,582,292.820   MT  0.99995001   +0 33 54.7
 GV5810;SPC VA S     - 3,722,153.54 11,752,905.69   sFT  0.99995001   +0 33 54.7
 GV5810;UTM  18      - 4,158,078.423   273,052.814   MT  1.00023446   -1 33 57.3
 GV5810
 GV5810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5810!SPC VA S     -   0.99998993  x   0.99995001  =   0.99993994
 GV5810!UTM  18      -   0.99998993  x   1.00023446  =   1.00022439
 GV5810
 GV5810                          SUPERSEDED SURVEY CONTROL
 GV5810
 GV5810  NAD 83(1986)-  37 32 30.43786(N)    077 34 07.59889(W) AD(       ) 2
 GV5810  NAD 27      -  37 32 29.90748(N)    077 34 08.64468(W) AD(       ) 2
 GV5810  NGVD 29 (07/19/86)   97.28   (m)          319.2    (f) LEVELING    3  
 GV5810
 GV5810.Superseded values are not recommended for survey control.
 GV5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5810.See file dsdata.txt to determine how the superseded data were derived.
 GV5810
 GV5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7305358078(NAD 83)
 GV5810_MARKER: Z = SEE DESCRIPTION
 GV5810_SETTING: 0 = UNSPECIFIED SETTING
 GV5810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5810+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5810
 GV5810  HISTORY     - Date     Condition        Report By
 GV5810  HISTORY     - 1972     MONUMENTED       VA2060
 GV5810  HISTORY     - 19951011 GOOD             USPSQD
 GV5810  HISTORY     - 19991014 GOOD             USPSQD
 GV5810  HISTORY     - 20031108 GOOD             USPSQD
 GV5810
 GV5810                          STATION DESCRIPTION
 GV5810
 GV5810'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5810'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5810'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO THE INTERSECTION
 GV5810'WITH HUGUENOT RD. AND STONY POINT RD., THENCE NORTH ON STONY POINT
 GV5810'RD. 0.30 MILE TO EVANSWAY LANE, THENCE WEST ON EVANSWAY LANE 0.10
 GV5810'MILE TO POINT NO. 209.
 GV5810'
 GV5810'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5810'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5810'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5810'ABOUT 8 INCHES BELOW GROUND.
 GV5810'
 GV5810'23.7 FEET N. OF C/L OF EVANSWAY LANE, 16.6 FEET S. OF VEPCO POLE NO.
 GV5810'IP53, 71.7 FEET S. E. OF 30 INCH TWIN OAK TREE, 77.3 FEET S. S. W.
 GV5810'OF 20 INCHES WHITE OAK TREE.
 GV5810'
 GV5810'NEAREST TOWN--RICHMOND.
 GV5810
 GV5810                          STATION RECOVERY (1995)
 GV5810
 GV5810'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5810'RECOVERED IN GOOD CONDITION.
 GV5810
 GV5810                          STATION RECOVERY (1999)
 GV5810
 GV5810'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5810'RECOVERED IN GOOD CONDITION.
 GV5810
 GV5810                          STATION RECOVERY (2003)
 GV5810
 GV5810'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1106 ***********************************************************************
 FZ1106  DESIGNATION -  2096 USGS
 FZ1106  PID         -  FZ1106
 FZ1106  STATE/COUNTY-  VA/WASHINGTON
 FZ1106  USGS QUAD   -  ABINGDON (1991)
 FZ1106
 FZ1106                         *CURRENT SURVEY CONTROL
 FZ1106  ___________________________________________________________________
 FZ1106* NAD 83(1986)-  36 42 44.     (N)    081 58 09.     (W)     SCALED    
 FZ1106* NAVD 88     -       638.623  (meters)    2095.22   (feet)  ADJUSTED  
 FZ1106  ___________________________________________________________________
 FZ1106  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1106  DYNAMIC HT  -         638.031 (meters)    2093.27  (feet)  COMP
 FZ1106  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 FZ1106
 FZ1106  VERT ORDER  -  FIRST     CLASS II
 FZ1106
 FZ1106.The horizontal coordinates were scaled from a topographic map and have
 FZ1106.an estimated accuracy of +/- 6 seconds.
 FZ1106
 FZ1106.The orthometric height was determined by differential leveling
 FZ1106.and adjusted by the National Geodetic Survey in June 1991..
 FZ1106
 FZ1106.The geoid height was determined by GEOID03.
 FZ1106
 FZ1106.The dynamic height is computed by dividing the NAVD 88
 FZ1106.geopotential number by the normal gravity value computed on the
 FZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1106.degrees latitude (g = 980.6199 gals.).
 FZ1106
 FZ1106.The modeled gravity was interpolated from observed gravity values.
 FZ1106
 FZ1106;                    North         East    Units  Estimated Accuracy
 FZ1106;SPC VA S     - 1,047,740.    3,190,110.      MT  (+/- 180 meters Scaled)
 FZ1106
 FZ1106                          SUPERSEDED SURVEY CONTROL
 FZ1106
 FZ1106  NGVD 29 (??/??/92)  638.730  (m)         2095.57   (f) ADJ UNCH    1 2
 FZ1106
 FZ1106.Superseded values are not recommended for survey control.
 FZ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1106.See file dsdata.txt to determine how the superseded data were derived.
 FZ1106
 FZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA134633(NAD 83)
 FZ1106_MARKER: DD = SURVEY DISK
 FZ1106_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FZ1106_STAMPING: 2095.760 1908
 FZ1106_MARK LOGO: USGS  
 FZ1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1106+STABILITY: POSITION/ELEVATION WELL
 FZ1106
 FZ1106  HISTORY     - Date     Condition        Report By
 FZ1106  HISTORY     - 1908     MONUMENTED       USGS
 FZ1106  HISTORY     - 1959     GOOD             NGS
 FZ1106  HISTORY     - 1984     GOOD             NGS
 FZ1106
 FZ1106                          STATION DESCRIPTION
 FZ1106
 FZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1106'AT ABINGDON.
 FZ1106'AT ABINGDON, 0.05 MILE NORTHEAST ALONG U.S. HIGHWAY 11 (MAIN
 FZ1106'STREET) FROM THE COURTHOUSE, AT THE INTERSECTION OF E MAIN STREET
 FZ1106'AND COURT STREET NE, 14 FEET NORTHWEST OF THE NORTHWEST CURB OF E
 FZ1106'MAIN STREET, 84 FEET NORTHEAST OF THE NORTHEAST CURB OF COURT
 FZ1106'STREET NE, SET VERTICALLY IN THE SOUTHEAST FACE OF CONCRETE
 FZ1106'FOUNDATION OF THREE-STORY RED BRICK WITH YELLOW BRICK TRIM
 FZ1106'SUMMERS BUILDING HOUSING THE POST OFFICE, 3.3 FEET ABOVE THE
 FZ1106'SIDEWALK, 1.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING.
 FZ1106'NOTE-- A NEW POST OFFICE IS NOW UNDER CONSTRUCTION AT THE
 FZ1106'INTERSECTION OF MAIN STREET AND CUMMINGS STREET SW.
 FZ1106
 FZ1106                          STATION RECOVERY (1984)
 FZ1106
 FZ1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1460 ***********************************************************************
 GV1460  DESIGNATION -  21
 GV1460  PID         -  GV1460
 GV1460  STATE/COUNTY-  VA/KING AND QUEEN
 GV1460  USGS QUAD   -  KING WILLIAM (1984)
 GV1460
 GV1460                         *CURRENT SURVEY CONTROL
 GV1460  ___________________________________________________________________
 GV1460* NAD 83(1986)-  37 43 39.     (N)    077 01 16.     (W)     SCALED    
 GV1460* NAVD 88     -         5.962  (meters)      19.56   (feet)  ADJUSTED  
 GV1460  ___________________________________________________________________
 GV1460  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1460  DYNAMIC HT  -           5.958 (meters)      19.55  (feet)  COMP
 GV1460  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 GV1460
 GV1460  VERT ORDER  -  SECOND    CLASS 0
 GV1460
 GV1460.The horizontal coordinates were scaled from a topographic map and have
 GV1460.an estimated accuracy of +/- 6 seconds.
 GV1460
 GV1460.The orthometric height was determined by differential leveling
 GV1460.and adjusted by the National Geodetic Survey in June 1991..
 GV1460
 GV1460.The geoid height was determined by GEOID03.
 GV1460
 GV1460.The dynamic height is computed by dividing the NAVD 88
 GV1460.geopotential number by the normal gravity value computed on the
 GV1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1460.degrees latitude (g = 980.6199 gals.).
 GV1460
 GV1460.The modeled gravity was interpolated from observed gravity values.
 GV1460
 GV1460;                    North         East    Units  Estimated Accuracy
 GV1460;SPC VA S     - 1,155,740.    3,630,360.      MT  (+/- 180 meters Scaled)
 GV1460
 GV1460                          SUPERSEDED SURVEY CONTROL
 GV1460
 GV1460  NGVD 29 (??/??/??)    6.304  (m)           20.68   (f) ADJUSTED    2 0
 GV1460
 GV1460.Superseded values are not recommended for survey control.
 GV1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1460.See file dsdata.txt to determine how the superseded data were derived.
 GV1460
 GV1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG218775(NAD 83)
 GV1460_MARKER: DD = SURVEY DISK
 GV1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1460_SP_SET: BUILDING WALL
 GV1460_STAMPING: 21 VA 1917
 GV1460_MARK LOGO: USGS  
 GV1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1460+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1460
 GV1460  HISTORY     - Date     Condition        Report By
 GV1460  HISTORY     - 1917     MONUMENTED       USGS
 GV1460  HISTORY     - 1962     GOOD             CGS
 GV1460  HISTORY     - 19910708 GOOD             VADHT
 GV1460  HISTORY     - 20000219 GOOD             USPSQD
 GV1460  HISTORY     - 20041110 GOOD             USPSQD
 GV1460  HISTORY     - 20060218 GOOD             USPSQD
 GV1460
 GV1460                          STATION DESCRIPTION
 GV1460
 GV1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1460'AT WALKERTON.
 GV1460'AT WALKERTON, KING AND QUEEN COUNTY, AT THE MITCHELL FLOUR
 GV1460'AND CORN MILL, IN THE FACE OF THE SOUTHWEST BRICK WALL, 1.8
 GV1460'FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, AND 1.6 FEET
 GV1460'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1460'DISK, STAMPED 21 VA 1917 AND SET VERTICALLY.
 GV1460'NOTE-- THE MILL IS ABANDONED.
 GV1460
 GV1460                          STATION RECOVERY (1991)
 GV1460
 GV1460'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991
 GV1460'RECOVERED IN GOOD CONDITION.  NOTE--BM IS NOT SUITABLE FOR SATELLITE
 GV1460'OBSERVATIONS.
 GV1460
 GV1460                          STATION RECOVERY (2000)
 GV1460
 GV1460'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1460'RECOVERED IN GOOD CONDITION.
 GV1460
 GV1460                          STATION RECOVERY (2004)
 GV1460
 GV1460'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1460'RECOVERED IN GOOD CONDITION.
 GV1460
 GV1460                          STATION RECOVERY (2006)
 GV1460
 GV1460'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0872 ***********************************************************************
 FY0872  DESIGNATION -  21
 FY0872  PID         -  FY0872
 FY0872  STATE/COUNTY-  VA/HALIFAX
 FY0872  USGS QUAD   -  OAK LEVEL (1982)
 FY0872
 FY0872                         *CURRENT SURVEY CONTROL
 FY0872  ___________________________________________________________________
 FY0872* NAD 83(1986)-  36 38 02.     (N)    079 03 50.     (W)     SCALED    
 FY0872* NAVD 88     -       154.386  (meters)     506.51   (feet)  ADJUSTED  
 FY0872  ___________________________________________________________________
 FY0872  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FY0872  DYNAMIC HT  -         154.265 (meters)     506.12  (feet)  COMP
 FY0872  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 FY0872
 FY0872  VERT ORDER  -  SECOND    CLASS 0
 FY0872
 FY0872.The horizontal coordinates were scaled from a topographic map and have
 FY0872.an estimated accuracy of +/- 6 seconds.
 FY0872
 FY0872.The orthometric height was determined by differential leveling
 FY0872.and adjusted by the National Geodetic Survey in June 1991..
 FY0872
 FY0872.The geoid height was determined by GEOID03.
 FY0872
 FY0872.The dynamic height is computed by dividing the NAVD 88
 FY0872.geopotential number by the normal gravity value computed on the
 FY0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0872.degrees latitude (g = 980.6199 gals.).
 FY0872
 FY0872.The modeled gravity was interpolated from observed gravity values.
 FY0872
 FY0872;                    North         East    Units  Estimated Accuracy
 FY0872;SPC VA S     - 1,033,510.    3,449,570.      MT  (+/- 180 meters Scaled)
 FY0872
 FY0872                          SUPERSEDED SURVEY CONTROL
 FY0872
 FY0872  NGVD 29 (??/??/92)  154.631  (m)          507.32   (f) ADJ UNCH    2 0
 FY0872
 FY0872.Superseded values are not recommended for survey control.
 FY0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0872.See file dsdata.txt to determine how the superseded data were derived.
 FY0872
 FY0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA731560(NAD 83)
 FY0872_MARKER: DD = SURVEY DISK
 FY0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0872_STAMPING: 21 EOM 507 1950
 FY0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0872+STABILITY: SURFACE MOTION
 FY0872
 FY0872  HISTORY     - Date     Condition        Report By
 FY0872  HISTORY     - 1950     MONUMENTED       USGS
 FY0872  HISTORY     - 1965     GOOD             NGS
 FY0872  HISTORY     - 1987     GOOD             USPSQD
 FY0872
 FY0872                          STATION DESCRIPTION
 FY0872
 FY0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0872'1.6 MI NW FROM TURBEVILLE.
 FY0872'ABOUT 1.6 MILES NORTHWEST ALONG COUNTY ROAD 658 FROM THE POST
 FY0872'OFFICE IN TURBEVILLE, 2.2 MILES SOUTHEAST OF PACES, 39 FEET
 FY0872'SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 658, 37 FEET
 FY0872'SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 751, 2 FEET
 FY0872'EAST OF A POWER LINE POLE, 1.6 FEET NORTH OF A WIRE FENCE, SET IN
 FY0872'THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT LEVEL
 FY0872'WITH THE ROAD.
 FY0872
 FY0872                          STATION RECOVERY (1987)
 FY0872
 FY0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FY0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5640 ***********************************************************************
 GV5640  DESIGNATION -  21
 GV5640  PID         -  GV5640
 GV5640  STATE/COUNTY-  VA/CHESTERFIELD
 GV5640  USGS QUAD   -  CHESTERFIELD (1994)
 GV5640
 GV5640                         *CURRENT SURVEY CONTROL
 GV5640  ___________________________________________________________________
 GV5640* NAD 83(1993)-  37 28 44.10880(N)    077 30 55.34857(W)     ADJUSTED  
 GV5640* NAVD 88     -        69.05   (+/-2cm)     226.5    (feet)  VERTCON   
 GV5640  ___________________________________________________________________
 GV5640  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GV5640  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5640
 GV5640  HORZ ORDER  -  SECOND
 GV5640  VERT ORDER  -  THIRD ? (See Below)
 GV5640
 GV5640.The horizontal coordinates were established by classical geodetic methods
 GV5640.and adjusted by the National Geodetic Survey in September 1995..
 GV5640
 GV5640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5640.The vertical order pertains to the NGVD 29 superseded value.
 GV5640
 GV5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5640
 GV5640.The geoid height was determined by GEOID03.
 GV5640
 GV5640;                    North         East     Units Scale Factor Converg.
 GV5640;SPC VA S     - 1,127,585.803 3,587,084.239   MT  0.99994729   +0 35 51.3
 GV5640;SPC VA S     - 3,699,421.09 11,768,625.54   sFT  0.99994729   +0 35 51.3
 GV5640;UTM  18      - 4,150,974.328   277,584.646   MT  1.00020938   -1 31 52.2
 GV5640
 GV5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5640!SPC VA S     -   0.99999434  x   0.99994729  =   0.99994163
 GV5640!UTM  18      -   0.99999434  x   1.00020938  =   1.00020372
 GV5640
 GV5640:                Primary Azimuth Mark                     Grid Az
 GV5640:SPC VA S     -  HAM                                      340 47 49.9
 GV5640:UTM  18      -  HAM                                      342 55 33.4
 GV5640
 GV5640|---------------------------------------------------------------------|
 GV5640| PID    Reference Object                     Distance      Geod. Az  |
 GV5640|                                                           dddmmss.s |
 GV5640| GV5691 HAM                                 APPROX. 2.7 KM 3412341.2 |
 GV5640| GV5641 156 C OF R 1972                     375.661 METERS 34439     |
 GV5640| DC5489 21 RM                                16.977 METERS 34823     |
 GV5640|---------------------------------------------------------------------|
 GV5640
 GV5640                          SUPERSEDED SURVEY CONTROL
 GV5640
 GV5640  NAD 83(1993)-  37 28 44.10876(N)    077 30 55.34846(W) AD(       ) 2
 GV5640  NAD 83(1986)-  37 28 44.11500(N)    077 30 55.36536(W) AD(       ) 2
 GV5640  NAD 27      -  37 28 43.58248(N)    077 30 56.41386(W) AD(       ) 2
 GV5640  NGVD 29 (07/19/86)   69.36   (m)          227.6    (f) LEVELING    3  
 GV5640
 GV5640.Superseded values are not recommended for survey control.
 GV5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5640.See file dsdata.txt to determine how the superseded data were derived.
 GV5640
 GV5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7758550974(NAD 83)
 GV5640_MARKER: Z = SEE DESCRIPTION
 GV5640_SETTING: 0 = UNSPECIFIED SETTING
 GV5640
 GV5640  HISTORY     - Date     Condition        Report By
 GV5640  HISTORY     - 1972     MONUMENTED       VA2060
 GV5640  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5640  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5640
 GV5640                          STATION DESCRIPTION
 GV5640
 GV5640'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5640'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5640'NORTH ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5640'MILES, THENCE SOUTH ON BROAD ROCK RD. 1.50 MILES, THENCE WEST ON
 GV5640'CHIPPENHAM PKWY. 2.50 MILES TO POINT NO. 21.
 GV5640'
 GV5640'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5640'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5640'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5640'ABOUT 10 INCHES BELOW GROUND.
 GV5640'
 GV5640'8.5 FEET S. W. OF BACK EDGE OF GUARD RAIL ON NORTHBOUND LANE OF
 GV5640'CHIPPENHAM PKWY., 37.2 FEET E. OF C/L OF SOUTHBOUND LANE OF
 GV5640'CHIPPENHAM PKWY., 24.8 FEET S. E. OF 6 INCH PINE UNDER SOUTHBOUND
 GV5640'LANE OF CHIPPENHAM PKWY.
 GV5640'
 GV5640'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5640'CENTER OF PIN, SET FLUSH TO GROUND, NO MARKINGS.  1.4 FEET S. W. OF
 GV5640'BACK EDGE OF GUARD RAIL ON NORTHBOUND LANE OF CHIPPENHAM PKWY.,
 GV5640'19.8 FEET S. W. C/L NORTHBOUND LANE OF CHIPPENHAM PKWY., 36.8 FEET
 GV5640'N. W.  OF 6 INCH DRAIN PIPE UNDER SOUTHBOUND LANE OF CHIPPENHAM
 GV5640'PKWY.
 GV5640'
 GV5640'DISTANCE BETWEEN PT. 21 AND R. M. IS 55.71 FT., 16.977 M.
 GV5640'
 GV5640'NEAREST TOWN--RICHMOND.
 GV5640
 GV5640                          STATION RECOVERY (1999)
 GV5640
 GV5640'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5640'MARK NOT FOUND.
 GV5640
 GV5640                          STATION RECOVERY (2005)
 GV5640
 GV5640'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5640'MARK NOT FOUND DUE TO ROAD WIDEING OF CHIPPENHAM PARKWAY RT 150.
 GV5640'ESTIMATED AREA OF MARK IS UNDER ROAD PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7023 ***********************************************************************
 HV7023  DESIGNATION -  21 KB 1954
 HV7023  PID         -  HV7023
 HV7023  STATE/COUNTY-  VA/WESTMORELAND
 HV7023  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7023
 HV7023                         *CURRENT SURVEY CONTROL
 HV7023  ___________________________________________________________________
 HV7023* NAD 83(1993)-  38 11 29.04058(N)    076 54 12.79772(W)     ADJUSTED  
 HV7023* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7023  ___________________________________________________________________
 HV7023  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HV7023  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HV7023
 HV7023  HORZ ORDER  -  SECOND
 HV7023
 HV7023.The horizontal coordinates were established by classical geodetic methods
 HV7023.and adjusted by the National Geodetic Survey in November 1994..
 HV7023
 HV7023.The orthometric height was scaled from a topographic map.
 HV7023
 HV7023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7023
 HV7023.The geoid height was determined by GEOID03.
 HV7023
 HV7023;                    North         East     Units Scale Factor Converg.
 HV7023;SPC VA N     - 2,059,460.204 3,639,844.053   MT  0.99997587   +0 59 46.9
 HV7023;SPC VA N     - 6,756,745.69 11,941,721.70   sFT  0.99997587   +0 59 46.9
 HV7023;SPC MD       -    58,252.492   408,449.118   MT  1.00002067   +0 03 37.9
 HV7023;SPC MD       -   191,116.72  1,340,053.48   sFT  1.00002067   +0 03 37.9
 HV7023;UTM  18      - 4,228,764.104   333,300.977   MT  0.99994225   -1 10 38.0
 HV7023
 HV7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7023!SPC VA N     -   1.00000437  x   0.99997587  =   0.99998024
 HV7023!SPC MD       -   1.00000437  x   1.00002067  =   1.00002504
 HV7023!UTM  18      -   1.00000437  x   0.99994225  =   0.99994662
 HV7023
 HV7023                          SUPERSEDED SURVEY CONTROL
 HV7023
 HV7023  NAD 83(1993)-  38 11 29.03999(N)    076 54 12.80371(W) AD(       ) 2
 HV7023  NAD 83(1986)-  38 11 29.04116(N)    076 54 12.81339(W) AD(       ) 2
 HV7023  NAD 27      -  38 11 28.57700(N)    076 54 13.92400(W) AD(       ) 2
 HV7023
 HV7023.Superseded values are not recommended for survey control.
 HV7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7023.See file dsdata.txt to determine how the superseded data were derived.
 HV7023
 HV7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3330128764(NAD 83)
 HV7023_MARKER: Z = SEE DESCRIPTION
 HV7023_SETTING: 0 = UNSPECIFIED SETTING
 HV7023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7023
 HV7023  HISTORY     - Date     Condition        Report By
 HV7023  HISTORY     - 1954     MONUMENTED       CGS
 HV7023  HISTORY     - 1960     GOOD             CGS
 HV7023  HISTORY     - 1961     GOOD             CGS
 HV7023  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7023  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV7023
 HV7023                          STATION DESCRIPTION
 HV7023
 HV7023'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7023'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF COLONIAL BEACH, AND
 HV7023'ABOUT 7 MILES EAST OF OAK GROVE.  IT IS A PUNCH MARK IN THE
 HV7023'CENTER OF AN IRON PEDESTAL WHICH IS ABOUT 4 FEET HIGH, SET ON A
 HV7023'CONCRETE FOOTING, AND USED AS AN INSTRUMENT STAND. A STANDARD USC
 HV7023'AND GS DISK WILL BE PLACED UNDER PEDESTAL BY N.P.G. AND STAMPED 21 KB.
 HV7023'
 HV7023'
 HV7023'TO REACH FROM THE JUNCTION OF STATE ROUTES NO. 205 AND 3 IN THE
 HV7023'VILLAGE OF OAK GROVE, GO SOUTHEASTERLY ON STATE ROUTE NO. 3 FOR
 HV7023'4.8 MILES TO JUNCTION OF STATE ROUTE NO. 624 AND A SIGN MUSES
 HV7023'BEACH ON LEFT.  TURN LEFT AND GO 2.55 MILES TO FORKS.  TAKE LEFT
 HV7023'FORK AND CONTINUE 0.55 MILE TO LEFT TURN AT RIVER.  TURN LEFT AND
 HV7023'FOLLOW MAIN TRAVELED ROAD FOR 0.15 MILE PASSING BETWEEN CABINS TO
 HV7023'A SIDE ROAD RIGHT AT THE FOOT OF A SMALL HILL.  TURN RIGHT AND
 HV7023'FOLLOW ROAD IN A 180 DEGREE TURN AND GO ALONG BEACH FOR 0.05 MILE TO
 HV7023'RANGE STATION NO. 21 AND STATION AS DESCRIBED.
 HV7023'
 HV7023'A TRAVERSE CONNECTION WAS MADE TO STATION OFFSET 21 (B OF O) AND
 HV7023'THE DISTANCE IS 28.144 METERS OR 92.34 FEET.
 HV7023
 HV7023                          STATION RECOVERY (1960)
 HV7023
 HV7023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7023'STATION RECOVERED AS DESCRIBED.  THERE IS NO EVIDENCE THAT A DISK
 HV7023'HAS BEEN PLACED UNDER THE PEDESTAL, HOWEVER, THE PEDESTAL COULD
 HV7023'NOT BE REMOVED.
 HV7023
 HV7023                          STATION RECOVERY (1961)
 HV7023
 HV7023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7023'THE STATION WAS RECOVERED HOWEVER A 10 FT SECTION OF IRON PIPE NOW
 HV7023'RESTS INSIDE THE IRON PEDESTAL AND THERE IS NO PUNCH MARK.  THE
 HV7023'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7023
 HV7023                          STATION RECOVERY (1998)
 HV7023
 HV7023'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7023'MARK NOT FOUND.
 HV7023
 HV7023                          STATION RECOVERY (2003)
 HV7023
 HV7023'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7023'RANGE BUILDING HAS BEEN REMOVED, ONLY FOUNDATION REMAINS. NEW RANGE
 HV7023'BUILDING HAS BEEN BUILT NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7024 ***********************************************************************
 HV7024  DESIGNATION -  21 NPG 1954
 HV7024  PID         -  HV7024
 HV7024  STATE/COUNTY-  VA/WESTMORELAND
 HV7024  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7024
 HV7024                         *CURRENT SURVEY CONTROL
 HV7024  ___________________________________________________________________
 HV7024* NAD 83(1993)-  38 11 29.53399(N)    076 54 13.66982(W)     ADJUSTED  
 HV7024* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7024  ___________________________________________________________________
 HV7024  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HV7024  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HV7024
 HV7024  HORZ ORDER  -  SECOND
 HV7024
 HV7024.The horizontal coordinates were established by classical geodetic methods
 HV7024.and adjusted by the National Geodetic Survey in November 1994..
 HV7024
 HV7024.The orthometric height was scaled from a topographic map.
 HV7024
 HV7024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7024
 HV7024.The geoid height was determined by GEOID03.
 HV7024
 HV7024;                    North         East     Units Scale Factor Converg.
 HV7024;SPC VA N     - 2,059,475.046 3,639,822.570   MT  0.99997585   +0 59 46.4
 HV7024;SPC VA N     - 6,756,794.38 11,941,651.22   sFT  0.99997585   +0 59 46.4
 HV7024;SPC MD       -    58,267.683   408,427.879   MT  1.00002064   +0 03 37.4
 HV7024;SPC MD       -   191,166.56  1,339,983.80   sFT  1.00002064   +0 03 37.4
 HV7024;UTM  18      - 4,228,779.749   333,280.073   MT  0.99994233   -1 10 38.5
 HV7024
 HV7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7024!SPC VA N     -   1.00000437  x   0.99997585  =   0.99998022
 HV7024!SPC MD       -   1.00000437  x   1.00002064  =   1.00002501
 HV7024!UTM  18      -   1.00000437  x   0.99994233  =   0.99994670
 HV7024
 HV7024                          SUPERSEDED SURVEY CONTROL
 HV7024
 HV7024  NAD 83(1993)-  38 11 29.53339(N)    076 54 13.67582(W) AD(       ) 2
 HV7024  NAD 83(1986)-  38 11 29.53454(N)    076 54 13.68548(W) AD(       ) 2
 HV7024  NAD 27      -  38 11 29.07100(N)    076 54 14.79600(W) AD(       ) 2
 HV7024
 HV7024.Superseded values are not recommended for survey control.
 HV7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7024.See file dsdata.txt to determine how the superseded data were derived.
 HV7024
 HV7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3328028780(NAD 83)
 HV7024_MARKER: Z = SEE DESCRIPTION
 HV7024_SETTING: 0 = UNSPECIFIED SETTING
 HV7024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7024
 HV7024  HISTORY     - Date     Condition        Report By
 HV7024  HISTORY     - 1954     MONUMENTED       CGS
 HV7024  HISTORY     - 1960     GOOD             CGS
 HV7024  HISTORY     - 1961     GOOD             CGS
 HV7024  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7024  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV7024
 HV7024                          STATION DESCRIPTION
 HV7024
 HV7024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7024'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF COLONIAL BEACH, AND
 HV7024'ABOUT 7 MILES EAST OF OAK GROVE.  IT IS A 2-1/2 INCH PIPE ABOUT 4
 HV7024'FEET HIGH, AND USED AS AN INSTRUMENT STAND, AND LOCATED IN RANGE
 HV7024'STATION BUILDING NO. 21.
 HV7024'
 HV7024'TO REACH FROM THE JUNCTION OF STATE ROUTES NO. 205 AND 3 IN THE
 HV7024'VILLAGE OF OAK GROVE, GO SOUTHEASTERLY ON STATE ROUTE NO. 3 FOR
 HV7024'4.8 MILES TO JUNCTION OF STATE ROUTE NO. 624 AND A SIGN MUSES
 HV7024'BEACH ON LEFT.  TURN LEFT AND GO 2.55 MILES TO FORKS.  TAKE LEFT
 HV7024'FORK AND CONTINUE 0.55 MILE TO LEFT TURN AT RIVER.  TURN LEFT AND
 HV7024'FOLLOW MAIN TRAVELED ROAD FOR 0.15 MILE PASSING BETWEEN CABINS TO
 HV7024'A SIDE ROAD RIGHT AT THE FOOT OF A SMALL HILL.  TURN RIGHT AND
 HV7024'FOLLOW ROAD IN A 180 DEGREE TURN AND GO ALONG BEACH FOR 0.05 MILE TO
 HV7024'RANGE STATION NO. 21 AND STATION AS DESCRIBED.
 HV7024'
 HV7024'A TRAVERSE CONNECTION WAS MADE TO STATION OFFSET 21 AND THE
 HV7024'DISTANCE IS 11.673 METERS OR 38.29 FEET.
 HV7024
 HV7024                          STATION RECOVERY (1960)
 HV7024
 HV7024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7024'STATION RECOVERED AS DESCRIBED.
 HV7024
 HV7024                          STATION RECOVERY (1961)
 HV7024
 HV7024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7024'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 HV7024'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7024
 HV7024                          STATION RECOVERY (1998)
 HV7024
 HV7024'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7024'MARK NOT FOUND.
 HV7024
 HV7024                          STATION RECOVERY (2003)
 HV7024
 HV7024'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7025 ***********************************************************************
 HV7025  DESIGNATION -  21 OFFSET
 HV7025  PID         -  HV7025
 HV7025  STATE/COUNTY-  VA/WESTMORELAND
 HV7025  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7025
 HV7025                         *CURRENT SURVEY CONTROL
 HV7025  ___________________________________________________________________
 HV7025* NAD 83(1993)-  38 11 29.21718(N)    076 54 13.93244(W)     ADJUSTED  
 HV7025* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7025  ___________________________________________________________________
 HV7025  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HV7025  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HV7025
 HV7025  HORZ ORDER  -  FIRST
 HV7025
 HV7025.The horizontal coordinates were established by classical geodetic methods
 HV7025.and adjusted by the National Geodetic Survey in November 1994..
 HV7025
 HV7025.The orthometric height was scaled from a topographic map.
 HV7025
 HV7025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7025
 HV7025.The geoid height was determined by GEOID03.
 HV7025
 HV7025;                    North         East     Units Scale Factor Converg.
 HV7025;SPC VA N     - 2,059,465.168 3,639,816.350   MT  0.99997586   +0 59 46.2
 HV7025;SPC VA N     - 6,756,761.97 11,941,630.81   sFT  0.99997586   +0 59 46.2
 HV7025;SPC MD       -    58,257.908   408,421.499   MT  1.00002066   +0 03 37.2
 HV7025;SPC MD       -   191,134.49  1,339,962.87   sFT  1.00002066   +0 03 37.2
 HV7025;UTM  18      - 4,228,770.115   333,273.484   MT  0.99994236   -1 10 38.7
 HV7025
 HV7025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7025!SPC VA N     -   1.00000437  x   0.99997586  =   0.99998023
 HV7025!SPC MD       -   1.00000437  x   1.00002066  =   1.00002503
 HV7025!UTM  18      -   1.00000437  x   0.99994236  =   0.99994673
 HV7025
 HV7025|---------------------------------------------------------------------|
 HV7025| PID    Reference Object                     Distance      Geod. Az  |
 HV7025|                                                           dddmmss.s |
 HV7025| HV7024 21 NPG 1954                          11.673 METERS 03312     |
 HV7025| HV7023 21 KB 1954                           28.144 METERS 10109     |
 HV7025| CX2012 21 OFFSET AZ MK                                    1290746.6 |
 HV7025| CX2013 21 OFFSET RM 1                       23.040 METERS 13550     |
 HV7025| CX2014 21 OFFSET RM 2                       26.112 METERS 33525     |
 HV7025|---------------------------------------------------------------------|
 HV7025
 HV7025                          SUPERSEDED SURVEY CONTROL
 HV7025
 HV7025  NAD 83(1993)-  38 11 29.21658(N)    076 54 13.93843(W) AD(       ) 1
 HV7025  NAD 83(1986)-  38 11 29.21775(N)    076 54 13.94812(W) AD(       ) 1
 HV7025  NAD 27      -  38 11 28.75400(N)    076 54 15.05900(W) AD(       ) 1
 HV7025
 HV7025.Superseded values are not recommended for survey control.
 HV7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7025.See file dsdata.txt to determine how the superseded data were derived.
 HV7025
 HV7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3327328770(NAD 83)
 HV7025_MARKER: DS = TRIANGULATION STATION DISK
 HV7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7025
 HV7025  HISTORY     - Date     Condition        Report By
 HV7025  HISTORY     - 1954     MONUMENTED       CGS
 HV7025  HISTORY     - 1961     GOOD             CGS
 HV7025  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7025  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV7025
 HV7025                          STATION DESCRIPTION
 HV7025
 HV7025'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7025'STATION IS LOCATED ALONG THE WEST SHORE OF THE POTOMAC RIVER,
 HV7025'ABOUT 10 MILES SOUTHEAST OF COLONIAL BEACH, AND ABOUT 7 MILES
 HV7025'EAST OF OAK GROVE.  IT IS 24-1/2 FEET NORTHEAST OF A 15 FOOT BANK.
 HV7025'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OFFSET 21 B OF
 HV7025'O 1954.
 HV7025'
 HV7025'R.M. NO. 1 IS 88 FEET SOUTHEAST OF RANGE STATION NO. 21. THE MARK
 HV7025'PROJECTS 3 INCHES AND THE DISK IS STAMPED OFFSET 21 NO 1 B OF O 1954.
 HV7025'
 HV7025'R.M. NO. 2 IS 70 FEET NORTH OF RANGE STATION NO. 21, AND 5 FEET
 HV7025'SOUTHWEST OF A CEDAR TREE.  THE MARK PROJECTS 6 INCHES AND THE
 HV7025'DISK IS STAMPED OFFSET 21 NO 2 B OF O.
 HV7025'
 HV7025'AZIMUTH MARK IS 46 FEET SOUTHWEST OF THE WEST BANK OF THE POTOMAC
 HV7025'RIVER, 3 FEET NORTHWEST OF A 6 INCH PINE TREE, AND 57 FEET
 HV7025'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE. THE MARK
 HV7025'PROJECTS 6 INCHES AND THE DISK IS STAMPED OFFSET 21 B OF O 1954.
 HV7025'
 HV7025'21 NPG IS A 2-1/2 INCH PIPE USED AS AN INSTRUMENT STAND. IT
 HV7025'IS APPROXIMATELY 4 FEET HIGH, AND IS LOCATED IN RANGE STATION
 HV7025'BUILDING NO. 21.
 HV7025'
 HV7025'21 (KB) IS A 4 FOOT IRON PEDESTAL SET ON A CONCRETE FOUNDATION.
 HV7025'THE POINT INTERSECTED WAS A PUNCH MARK IN THE CENTER OF THE TOP OF
 HV7025'PEDESTAL.**
 HV7025'
 HV7025'A TRAVERSE CONNECTION WAS MADE TO 21 NPG AND 21 KB
 HV7025'PEDESTAL POINT FROM OFFSET 21 B OF O 1954, AND THE DISTANCE IS
 HV7025'SHOWN ABOVE.
 HV7025'
 HV7025'TO REACH FROM THE JUNCTION OF STATE ROUTES NO. 205 AND 3 IN THE
 HV7025'VILLAGE OF OAK GROVE, GO SOUTHEASTERLY ON STATE ROUTE NO. 3 FOR
 HV7025'4.8 MILES TO JUNCTION OF STATE ROUTE NO. 624 AND A SIGN MUSES
 HV7025'BEACH ON LEFT.  TURN LEFT AND GO 2.55 MILES TO FORKS.  TAKE LEFT
 HV7025'FORK AND CONTINUE 0.55 MILE TO LEFT TURN AT RIVER.  TURN LEFT AND
 HV7025'FOLLOW MAIN TRAVELED ROAD FOR 0.15 MILE PASSING BETWEEN CABINS TO
 HV7025'A SIDE ROAD RIGHT AT THE FOOT OF A SMALL HILL.  TURN RIGHT AND
 HV7025'FOLLOW ROAD IN A 180 DEGREE TURN AND GO ALONG BEACH FOR 0.05 MILE TO
 HV7025'RANGE STATION NO. 21 AND STATION AS DESCRIBED.
 HV7025'
 HV7025'TO REACH AZIMUTH MARK FROM THE FORKS MENTIONED ABOVE, TAKE RIGHT
 HV7025'FORK AND GO NORTHEASTERLY FOR 0.4 MILE TO ROAD RIGHT. TURN RIGHT
 HV7025'AND GO 0.2 MILE TO LAST CABIN ON RIGHT.  TURN LEFT ON DRIVEWAY
 HV7025'AND GO TO THE BACK YARD AND AZIMUTH MARK AS DESCRIBED.
 HV7025'
 HV7025'A TRAVERSE CONNECTION WAS MADE FROM 21 (B OF O) TO 21 (B OF O)
 HV7025'PEDESTAL POINT.  THE DISTANCE IS (85.67 FEET) 26.112 METERS.
 HV7025'
 HV7025'**A STANDARD USC AND GS STANDARD DISK WILL BE PLACED UNDER
 HV7025'PEDESTAL BY N.P.G.
 HV7025'
 HV7025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV7025
 HV7025                          STATION RECOVERY (1961)
 HV7025
 HV7025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7025'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE
 HV7025'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7025
 HV7025                          STATION RECOVERY (1998)
 HV7025
 HV7025'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7025'MARK NOT FOUND.
 HV7025
 HV7025                          STATION RECOVERY (2003)
 HV7025
 HV7025'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1728 ***********************************************************************
 GW1728  DESIGNATION -  21 S
 GW1728  PID         -  GW1728
 GW1728  STATE/COUNTY-  VA/ALLEGHANY
 GW1728  USGS QUAD   -  FALLING SPRING (1984)
 GW1728
 GW1728                         *CURRENT SURVEY CONTROL
 GW1728  ___________________________________________________________________
 GW1728* NAD 83(1986)-  37 52 55.     (N)    079 54 45.     (W)     SCALED    
 GW1728* NAVD 88     -       701.172  (meters)    2300.43   (feet)  ADJUSTED  
 GW1728  ___________________________________________________________________
 GW1728  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW1728  DYNAMIC HT  -         700.579 (meters)    2298.48  (feet)  COMP
 GW1728  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 GW1728
 GW1728  VERT ORDER  -  SECOND    CLASS 0
 GW1728
 GW1728.The horizontal coordinates were scaled from a topographic map and have
 GW1728.an estimated accuracy of +/- 6 seconds.
 GW1728
 GW1728.The orthometric height was determined by differential leveling
 GW1728.and adjusted by the National Geodetic Survey in June 1991..
 GW1728
 GW1728.The geoid height was determined by GEOID03.
 GW1728
 GW1728.The dynamic height is computed by dividing the NAVD 88
 GW1728.geopotential number by the normal gravity value computed on the
 GW1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1728.degrees latitude (g = 980.6199 gals.).
 GW1728
 GW1728.The modeled gravity was interpolated from observed gravity values.
 GW1728
 GW1728;                    North         East    Units  Estimated Accuracy
 GW1728;SPC VA S     - 1,172,790.    3,375,740.      MT  (+/- 180 meters Scaled)
 GW1728
 GW1728                          SUPERSEDED SURVEY CONTROL
 GW1728
 GW1728  NGVD 29 (??/??/92)  701.307  (m)         2300.87   (f) ADJ UNCH    2 0
 GW1728
 GW1728.Superseded values are not recommended for survey control.
 GW1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1728.See file dsdata.txt to determine how the superseded data were derived.
 GW1728
 GW1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB956932(NAD 83)
 GW1728_MARKER: DD = SURVEY DISK
 GW1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1728_STAMPING: 21 S 1928
 GW1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1728+STABILITY: SURFACE MOTION
 GW1728
 GW1728  HISTORY     - Date     Condition        Report By
 GW1728  HISTORY     - 1928     MONUMENTED       USGS
 GW1728  HISTORY     - 1962     GOOD             NGS
 GW1728
 GW1728                          STATION DESCRIPTION
 GW1728
 GW1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1728'9.5 MI SW FROM HOT SPRINGS.
 GW1728'IN ALLEGHANY COUNTY, ABOUT 9.5 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GW1728'220 FROM THE HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY,
 GW1728'OPPOSITE A ROAD FORK, AT THE WEST SIDE OF THE HIGHWAY, AND SOUTH
 GW1728'OF A RAIL FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GW1728'DISK, STAMPED 21 S 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5811 ***********************************************************************
 GV5811  DESIGNATION -  210 C OF R 1972
 GV5811  PID         -  GV5811
 GV5811  STATE/COUNTY-  VA/C OF RICHMOND
 GV5811  USGS QUAD   -  BON AIR (1994)
 GV5811
 GV5811                         *CURRENT SURVEY CONTROL
 GV5811  ___________________________________________________________________
 GV5811* NAD 83(1993)-  37 32 27.74668(N)    077 34 12.04811(W)     ADJUSTED  
 GV5811* NAVD 88     -        97.60   (+/-2cm)     320.2    (feet)  VERTCON   
 GV5811  ___________________________________________________________________
 GV5811  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5811  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV5811
 GV5811  HORZ ORDER  -  SECOND
 GV5811  VERT ORDER  -  THIRD ? (See Below)
 GV5811
 GV5811.The horizontal coordinates were established by classical geodetic methods
 GV5811.and adjusted by the National Geodetic Survey in November 1994..
 GV5811
 GV5811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5811.The vertical order pertains to the NGVD 29 superseded value.
 GV5811
 GV5811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5811
 GV5811.The geoid height was determined by GEOID03.
 GV5811
 GV5811;                    North         East     Units Scale Factor Converg.
 GV5811;SPC VA S     - 1,134,430.817 3,582,184.011   MT  0.99994997   +0 33 52.0
 GV5811;SPC VA S     - 3,721,878.44 11,752,548.71   sFT  0.99994997   +0 33 52.0
 GV5811;UTM  18      - 4,157,998.654   272,940.930   MT  1.00023509   -1 33 60.0
 GV5811
 GV5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5811!SPC VA S     -   0.99998983  x   0.99994997  =   0.99993980
 GV5811!UTM  18      -   0.99998983  x   1.00023509  =   1.00022492
 GV5811
 GV5811                          SUPERSEDED SURVEY CONTROL
 GV5811
 GV5811  NAD 83(1986)-  37 32 27.75288(N)    077 34 12.06491(W) AD(       ) 2
 GV5811  NAD 27      -  37 32 27.22235(N)    077 34 13.11045(W) AD(       ) 2
 GV5811  NGVD 29 (07/19/86)   97.91   (m)          321.2    (f) LEVELING    3  
 GV5811
 GV5811.Superseded values are not recommended for survey control.
 GV5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5811.See file dsdata.txt to determine how the superseded data were derived.
 GV5811
 GV5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7294157999(NAD 83)
 GV5811_MARKER: Z = SEE DESCRIPTION
 GV5811_SETTING: 0 = UNSPECIFIED SETTING
 GV5811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5811
 GV5811  HISTORY     - Date     Condition        Report By
 GV5811  HISTORY     - 1972     MONUMENTED       VA2060
 GV5811  HISTORY     - 19951011 GOOD             USPSQD
 GV5811  HISTORY     - 19991014 GOOD             USPSQD
 GV5811
 GV5811                          STATION DESCRIPTION
 GV5811
 GV5811'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5811'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5811'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO THE INTERSECTION
 GV5811'WITH HUGUENOT RD. AND STONY POINT RD., THENCE NORTH ON STONY POINT
 GV5811'RD. 0.30 MILE TO EVANSWAY LANE, THENCE WEST ON EVANSWAY LANE 0.20
 GV5811'MILE TO ASHDOWN RD. AND POINT NO. 210.
 GV5811'
 GV5811'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5811'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5811'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5811'8 INCHES BELOW GROUND.
 GV5811'
 GV5811'95.4 FEET S. S. W. OF 30 INCH WALNUT TREE, 27.0 FEET N. N. W. OF
 GV5811'C/L OF EVANSWAY LANE, 23.3 FEET S. W. OF C/L OF ASHDOWN RD., 65.8
 GV5811'FEET W. OF VEPCO POLE NO. H067, 93.4 FEET E. OF S. E. CORNER OF
 GV5811'BRICK AND FRAME TRI-LEVEL HOUSE NO. 3200 ASHDOWN RD.
 GV5811'
 GV5811'NEAREST TOWN--RICHMOND.
 GV5811
 GV5811                          STATION RECOVERY (1995)
 GV5811
 GV5811'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5811'RECOVERED IN GOOD CONDITION.
 GV5811
 GV5811                          STATION RECOVERY (1999)
 GV5811
 GV5811'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1300 ***********************************************************************
 GA1300  DESIGNATION -  2102
 GA1300  PID         -  GA1300
 GA1300  STATE/COUNTY-  VA/LEE
 GA1300  USGS QUAD   -  KEOKEE (1978)
 GA1300
 GA1300                         *CURRENT SURVEY CONTROL
 GA1300  ___________________________________________________________________
 GA1300* NAD 83(1986)-  36 51 22.     (N)    082 55 18.     (W)     SCALED    
 GA1300* NAVD 88     -       640.683  (meters)    2101.97   (feet)  ADJUSTED  
 GA1300  ___________________________________________________________________
 GA1300  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1300  DYNAMIC HT  -         640.104 (meters)    2100.07  (feet)  COMP
 GA1300  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 GA1300
 GA1300  VERT ORDER  -  SECOND    CLASS 0
 GA1300
 GA1300.The horizontal coordinates were scaled from a topographic map and have
 GA1300.an estimated accuracy of +/- 6 seconds.
 GA1300
 GA1300.The orthometric height was determined by differential leveling
 GA1300.and adjusted by the National Geodetic Survey in June 1991..
 GA1300
 GA1300.The geoid height was determined by GEOID03.
 GA1300
 GA1300.The dynamic height is computed by dividing the NAVD 88
 GA1300.geopotential number by the normal gravity value computed on the
 GA1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1300.degrees latitude (g = 980.6199 gals.).
 GA1300
 GA1300.The modeled gravity was interpolated from observed gravity values.
 GA1300
 GA1300;                    North         East    Units  Estimated Accuracy
 GA1300;SPC VA S     - 1,067,250.    3,105,830.      MT  (+/- 180 meters Scaled)
 GA1300
 GA1300                          SUPERSEDED SURVEY CONTROL
 GA1300
 GA1300  NGVD 29 (??/??/92)  640.792  (m)         2102.33   (f) ADJ UNCH    2 0
 GA1300
 GA1300.Superseded values are not recommended for survey control.
 GA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1300.See file dsdata.txt to determine how the superseded data were derived.
 GA1300
 GA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA286806(NAD 83)
 GA1300_MARKER: DD = SURVEY DISK
 GA1300_SETTING: 66 = SET IN ROCK OUTCROP
 GA1300_SP_SET: ROCK CUT
 GA1300_STAMPING: 2102 1920
 GA1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1300+STABILITY: POSITION/ELEVATION WELL
 GA1300
 GA1300  HISTORY     - Date     Condition        Report By
 GA1300  HISTORY     - 1920     MONUMENTED       USGS
 GA1300  HISTORY     - 1953     GOOD             NGS
 GA1300  HISTORY     - 1956     GOOD             NGS
 GA1300
 GA1300                          STATION DESCRIPTION
 GA1300
 GA1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1300'2 MI SW FROM KEOKEE.
 GA1300'2.05 MILES SOUTHWEST ALONG COUNTY ROAD 606 FROM THE HIGH SCHOOL
 GA1300'AT KEOKEE, ABOUT 0.1 MILE SOUTHWEST AND AT RIGHT ANGLE ACROSS
 GA1300'ROAD FROM A CEMETERY, AT THE CROSSING OF A STEEL TOWER POWER
 GA1300'TRANSMISSION LINE, SET SLANTING (SEMI-VERTICAL) IN SLANTING
 GA1300'NORTHEAST FACE OF A 3/4 FOOT THICK LAYER AT THE TOP OF A LAYERED
 GA1300'ROCK CUT, 23 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 10
 GA1300'FEET SOUTHEAST OF CENTER OF POWER TRANSMISSION LINE, ABOUT 5
 GA1300'YARDS NORTHWEST OF SOUTHEAST END OF ROCK CUT AND ABOUT 6 1/2
 GA1300'FEET ABOVE LEVEL OF ROAD.  NOTE-- IT WAS REPORTED THE MARK WAS
 GA1300'MUTILATED BUT SOLID.
 GA1300
 GA1300                          STATION RECOVERY (1956)
 GA1300
 GA1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2946 ***********************************************************************
 HV2946  DESIGNATION -  21.031 USN
 HV2946  PID         -  HV2946
 HV2946  STATE/COUNTY-  VA/KING GEORGE
 HV2946  USGS QUAD   -  DAHLGREN (1983)
 HV2946
 HV2946                         *CURRENT SURVEY CONTROL
 HV2946  ___________________________________________________________________
 HV2946* NAD 83(1986)-  38 21 32.     (N)    077 00 55.     (W)     SCALED    
 HV2946* NAVD 88     -         6.067  (meters)      19.90   (feet)  ADJUSTED  
 HV2946  ___________________________________________________________________
 HV2946  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HV2946  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 HV2946  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 HV2946
 HV2946  VERT ORDER  -  FIRST     CLASS II
 HV2946
 HV2946.The horizontal coordinates were scaled from a topographic map and have
 HV2946.an estimated accuracy of +/- 6 seconds.
 HV2946
 HV2946.The orthometric height was determined by differential leveling
 HV2946.and adjusted by the National Geodetic Survey in June 1991..
 HV2946
 HV2946.The geoid height was determined by GEOID03.
 HV2946
 HV2946.The dynamic height is computed by dividing the NAVD 88
 HV2946.geopotential number by the normal gravity value computed on the
 HV2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2946.degrees latitude (g = 980.6199 gals.).
 HV2946
 HV2946.The modeled gravity was interpolated from observed gravity values.
 HV2946
 HV2946;                    North         East    Units  Estimated Accuracy
 HV2946;SPC VA N     - 2,077,880.    3,629,760.      MT  (+/- 180 meters Scaled)
 HV2946
 HV2946                          SUPERSEDED SURVEY CONTROL
 HV2946
 HV2946  NGVD 29 (??/??/??)    6.312  (m)           20.71   (f) ADJUSTED    1 2
 HV2946
 HV2946.Superseded values are not recommended for survey control.
 HV2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2946.See file dsdata.txt to determine how the superseded data were derived.
 HV2946
 HV2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH239475(NAD 83)
 HV2946_MARKER: DD = SURVEY DISK
 HV2946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2946_SP_SET: BRIDGE
 HV2946_STAMPING: 21.031
 HV2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2946
 HV2946  HISTORY     - Date     Condition        Report By
 HV2946  HISTORY     - UNK      MONUMENTED       DOD
 HV2946  HISTORY     - 1971     GOOD             NGS
 HV2946  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2946  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV2946
 HV2946                          STATION DESCRIPTION
 HV2946
 HV2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2946'14.6 MI NE FROM KING GEORGE.
 HV2946'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE
 HV2946'AT KING GEORGE, THENCE 12.05 MILES NORTHEAST ALONG U.S. HIGHWAY
 HV2946'301, AT THE WEST END OF THE U.S. HIGHWAY 301 BRIDGE (HARRY W. NICE
 HV2946'BRIDGE) OVER THE POTOMAC RIVER, 15 FEET SOUTH OF THE CENTER LINE
 HV2946'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE PILLAR AT THE WEST
 HV2946'END OF THE SOUTH CONCRETE  BANNISTER OF THE BRIDGE, ABOUT 268
 HV2946'FEET SOUTHEAST OF BM R 460 DESCRIBED AND 5 FEET ABOVE THE LEVEL OF
 HV2946'THE HIGHWAY.
 HV2946
 HV2946                          STATION RECOVERY (1998)
 HV2946
 HV2946'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2946'MARK NOT FOUND.
 HV2946
 HV2946                          STATION RECOVERY (2003)
 HV2946
 HV2946'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5812 ***********************************************************************
 GV5812  DESIGNATION -  211 C OF R 1972
 GV5812  PID         -  GV5812
 GV5812  STATE/COUNTY-  VA/C OF RICHMOND
 GV5812  USGS QUAD   -  BON AIR (1994)
 GV5812
 GV5812                         *CURRENT SURVEY CONTROL
 GV5812  ___________________________________________________________________
 GV5812* NAD 83(1993)-  37 32 30.67341(N)    077 34 15.42241(W)     ADJUSTED  
 GV5812* NAVD 88     -        89.95   (+/-2cm)     295.1    (feet)  VERTCON   
 GV5812  ___________________________________________________________________
 GV5812  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5812  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GV5812
 GV5812  HORZ ORDER  -  SECOND
 GV5812  VERT ORDER  -  THIRD ? (See Below)
 GV5812
 GV5812.The horizontal coordinates were established by classical geodetic methods
 GV5812.and adjusted by the National Geodetic Survey in November 1994..
 GV5812
 GV5812.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5812.The vertical order pertains to the NGVD 29 superseded value.
 GV5812
 GV5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5812
 GV5812.The geoid height was determined by GEOID03.
 GV5812
 GV5812;                    North         East     Units Scale Factor Converg.
 GV5812;SPC VA S     - 1,134,520.224 3,582,100.295   MT  0.99995002   +0 33 49.9
 GV5812;SPC VA S     - 3,722,171.77 11,752,274.05   sFT  0.99995002   +0 33 49.9
 GV5812;UTM  18      - 4,158,091.138   272,860.574   MT  1.00023554   -1 34 02.1
 GV5812
 GV5812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5812!SPC VA S     -   0.99999103  x   0.99995002  =   0.99994105
 GV5812!UTM  18      -   0.99999103  x   1.00023554  =   1.00022657
 GV5812
 GV5812                          SUPERSEDED SURVEY CONTROL
 GV5812
 GV5812  NAD 83(1986)-  37 32 30.67960(N)    077 34 15.43921(W) AD(       ) 2
 GV5812  NAD 27      -  37 32 30.14902(N)    077 34 16.48476(W) AD(       ) 2
 GV5812  NGVD 29 (07/19/86)   90.26   (m)          296.1    (f) LEVELING    3  
 GV5812
 GV5812.Superseded values are not recommended for survey control.
 GV5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5812.See file dsdata.txt to determine how the superseded data were derived.
 GV5812
 GV5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7286158091(NAD 83)
 GV5812_MARKER: Z = SEE DESCRIPTION
 GV5812_SETTING: 0 = UNSPECIFIED SETTING
 GV5812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5812+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5812
 GV5812  HISTORY     - Date     Condition        Report By
 GV5812  HISTORY     - 1972     MONUMENTED       VA2060
 GV5812  HISTORY     - 19951011 GOOD             USPSQD
 GV5812  HISTORY     - 19991014 GOOD             USPSQD
 GV5812  HISTORY     - 20031108 GOOD             USPSQD
 GV5812
 GV5812                          STATION DESCRIPTION
 GV5812
 GV5812'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5812'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5812'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5812'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5812'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5812'CHEYENNE RD. 0.95 MILE TO THE INTERSECTION WITH HOBBYHILL RD. AND
 GV5812'FERNLEIGH DR., THENCE EAST ON FERNLEIGH DR. 0.45 MILE TO ASHDOWN
 GV5812'RD.  AND POINT NO. 211.
 GV5812'
 GV5812'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5812'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5812'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5812'ABOUT 6 INCHES BELOW GROUND.
 GV5812'
 GV5812'43.5 FEET S. E. OF C/L OF FERNLEIGH DR., 21.2 FEET S. W. OF C/L OF
 GV5812'ASHDOWN RD., 8.9 FEET N. W. OF FIRE HYDRANT, 99.8 FEET S. OF VEPCO
 GV5812'POLE NO. HA32.
 GV5812'
 GV5812'NEAREST TOWN--RICHMOND.
 GV5812
 GV5812                          STATION RECOVERY (1995)
 GV5812
 GV5812'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5812'RECOVERED IN GOOD CONDITION.
 GV5812
 GV5812                          STATION RECOVERY (1999)
 GV5812
 GV5812'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5812'RECOVERED IN GOOD CONDITION.
 GV5812
 GV5812                          STATION RECOVERY (2003)
 GV5812
 GV5812'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1112 ***********************************************************************
 FZ1112  DESIGNATION -  2110 USGS
 FZ1112  PID         -  FZ1112
 FZ1112  STATE/COUNTY-  VA/WASHINGTON
 FZ1112  USGS QUAD   -  GLADE SPRING (1976)
 FZ1112
 FZ1112                         *CURRENT SURVEY CONTROL
 FZ1112  ___________________________________________________________________
 FZ1112* NAD 83(1986)-  36 45 38.     (N)    081 51 53.     (W)     SCALED    
 FZ1112* NAVD 88     -       642.713  (meters)    2108.63   (feet)  ADJUSTED  
 FZ1112  ___________________________________________________________________
 FZ1112  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1112  DYNAMIC HT  -         642.119 (meters)    2106.69  (feet)  COMP
 FZ1112  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 FZ1112
 FZ1112  VERT ORDER  -  FIRST     CLASS II
 FZ1112
 FZ1112.The horizontal coordinates were scaled from a topographic map and have
 FZ1112.an estimated accuracy of +/- 6 seconds.
 FZ1112
 FZ1112.The orthometric height was determined by differential leveling
 FZ1112.and adjusted by the National Geodetic Survey in June 1991..
 FZ1112
 FZ1112.The geoid height was determined by GEOID03.
 FZ1112
 FZ1112.The dynamic height is computed by dividing the NAVD 88
 FZ1112.geopotential number by the normal gravity value computed on the
 FZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1112.degrees latitude (g = 980.6199 gals.).
 FZ1112
 FZ1112.The modeled gravity was interpolated from observed gravity values.
 FZ1112
 FZ1112;                    North         East    Units  Estimated Accuracy
 FZ1112;SPC VA S     - 1,052,760.    3,199,630.      MT  (+/- 180 meters Scaled)
 FZ1112
 FZ1112                          SUPERSEDED SURVEY CONTROL
 FZ1112
 FZ1112  NGVD 29 (??/??/92)  642.802  (m)         2108.93   (f) ADJ UNCH    1 2
 FZ1112
 FZ1112.Superseded values are not recommended for survey control.
 FZ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1112.See file dsdata.txt to determine how the superseded data were derived.
 FZ1112
 FZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA228686(NAD 83)
 FZ1112_MARKER: DD = SURVEY DISK
 FZ1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ1112_MARK LOGO: USGS  
 FZ1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1112+STABILITY: SURFACE MOTION
 FZ1112
 FZ1112  HISTORY     - Date     Condition        Report By
 FZ1112  HISTORY     - UNK      MONUMENTED       USGS
 FZ1112  HISTORY     - 1959     GOOD             NGS
 FZ1112  HISTORY     - 1984     GOOD             NGS
 FZ1112
 FZ1112                          STATION DESCRIPTION
 FZ1112
 FZ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1112'AT MEADOW VIEW.
 FZ1112'AT MEADOW VIEW, ABOUT 0.25 MILE SOUTHWEST ALONG THE NORFOLK AND
 FZ1112'WESTERN RAILWAY FROM THE STATION, 130 YARDS SOUTHWEST OF MILEPOST
 FZ1112'N 386, 12 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, IN TOP
 FZ1112'AND NEAR THE CENTER OF THE NORTH STONE HEAD WALL OF A DOUBLE
 FZ1112'3-FOOT STONE MASONRY CULVERT, AND ABOUT 6 FEET BELOW THE LEVEL
 FZ1112'OF TRACK.  ABOUT 1/3 OF THE DISK HAS BEEN BROKEN OFF AND THE
 FZ1112'CENTER REMAINS.  THE STAMPING IS NOT LEGIBLE.
 FZ1112
 FZ1112                          STATION RECOVERY (1984)
 FZ1112
 FZ1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1258 ***********************************************************************
 GW1258  DESIGNATION -  211.7
 GW1258  PID         -  GW1258
 GW1258  STATE/COUNTY-  VA/BEDFORD
 GW1258  USGS QUAD   -  HUDDLESTON (1985)
 GW1258
 GW1258                         *CURRENT SURVEY CONTROL
 GW1258  ___________________________________________________________________
 GW1258* NAD 83(1986)-  37 09 18.     (N)    079 28 26.     (W)     SCALED    
 GW1258* NAVD 88     -       183.376  (meters)     601.63   (feet)  ADJUSTED  
 GW1258  ___________________________________________________________________
 GW1258  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW1258  DYNAMIC HT  -         183.233 (meters)     601.16  (feet)  COMP
 GW1258  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 GW1258
 GW1258  VERT ORDER  -  SECOND    CLASS 0
 GW1258
 GW1258.The horizontal coordinates were scaled from a topographic map and have
 GW1258.an estimated accuracy of +/- 6 seconds.
 GW1258
 GW1258.The orthometric height was determined by differential leveling
 GW1258.and adjusted by the National Geodetic Survey in June 1991..
 GW1258
 GW1258.The geoid height was determined by GEOID03.
 GW1258
 GW1258.The dynamic height is computed by dividing the NAVD 88
 GW1258.geopotential number by the normal gravity value computed on the
 GW1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1258.degrees latitude (g = 980.6199 gals.).
 GW1258
 GW1258.The modeled gravity was interpolated from observed gravity values.
 GW1258
 GW1258;                    North         East    Units  Estimated Accuracy
 GW1258;SPC VA S     - 1,091,630.    3,413,490.      MT  (+/- 180 meters Scaled)
 GW1258
 GW1258                          SUPERSEDED SURVEY CONTROL
 GW1258
 GW1258  NGVD 29 (??/??/92)  183.632  (m)          602.47   (f) ADJ UNCH    2 0
 GW1258
 GW1258.Superseded values are not recommended for survey control.
 GW1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1258.See file dsdata.txt to determine how the superseded data were derived.
 GW1258
 GW1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB355131(NAD 83)
 GW1258_MARKER: Q = CHISELED SQUARE
 GW1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1258_SP_SET: WATER TANK
 GW1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1258
 GW1258  HISTORY     - Date     Condition        Report By
 GW1258  HISTORY     - UNK      MONUMENTED       VARR
 GW1258  HISTORY     - 1935     GOOD             NGS
 GW1258
 GW1258                          STATION DESCRIPTION
 GW1258
 GW1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1258'0.1 MI W FROM HUDDLESTON.
 GW1258'ABOUT 0.1 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1258'AT HUDDLESTON, BEDFORD COUNTY, 15.2 FEET NORTH OF THE NORTH RAIL,
 GW1258'AND ON TOP OF THE FOOTING OF THE WEST SUPPORT FOR THE WATER
 GW1258'TANK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1798 ***********************************************************************
 HW1798  DESIGNATION -  2118.4
 HW1798  PID         -  HW1798
 HW1798  STATE/COUNTY-  VA/BATH
 HW1798  USGS QUAD   -  WARM SPRINGS (1968)
 HW1798
 HW1798                         *CURRENT SURVEY CONTROL
 HW1798  ___________________________________________________________________
 HW1798* NAD 83(1986)-  38 05 18.     (N)    079 51 38.     (W)     SCALED    
 HW1798* NAVD 88     -       645.748  (meters)    2118.59   (feet)  ADJUSTED  
 HW1798  ___________________________________________________________________
 HW1798  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HW1798  DYNAMIC HT  -         645.223 (meters)    2116.87  (feet)  COMP
 HW1798  MODELED GRAV-     979,795.3   (mgal)                       NAVD 88
 HW1798
 HW1798  VERT ORDER  -  SECOND    CLASS 0
 HW1798
 HW1798.The horizontal coordinates were scaled from a topographic map and have
 HW1798.an estimated accuracy of +/- 6 seconds.
 HW1798
 HW1798.The orthometric height was determined by differential leveling
 HW1798.and adjusted by the National Geodetic Survey in June 1991..
 HW1798
 HW1798.The geoid height was determined by GEOID03.
 HW1798
 HW1798.The dynamic height is computed by dividing the NAVD 88
 HW1798.geopotential number by the normal gravity value computed on the
 HW1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1798.degrees latitude (g = 980.6199 gals.).
 HW1798
 HW1798.The modeled gravity was interpolated from observed gravity values.
 HW1798
 HW1798;                    North         East    Units  Estimated Accuracy
 HW1798;SPC VA N     - 2,047,690.    3,380,650.      MT  (+/- 180 meters Scaled)
 HW1798
 HW1798                          SUPERSEDED SURVEY CONTROL
 HW1798
 HW1798  NGVD 29 (??/??/92)  645.845  (m)         2118.91   (f) ADJ UNCH    2 0
 HW1798
 HW1798.Superseded values are not recommended for survey control.
 HW1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1798.See file dsdata.txt to determine how the superseded data were derived.
 HW1798
 HW1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC999162(NAD 83)
 HW1798_MARKER: Q = CHISELED SQUARE
 HW1798_SETTING: 66 = SET IN ROCK OUTCROP
 HW1798_SP_SET: ROCK OUTCROP
 HW1798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1798+STABILITY: POSITION/ELEVATION WELL
 HW1798
 HW1798  HISTORY     - Date     Condition        Report By
 HW1798  HISTORY     - UNK      MONUMENTED       USGS
 HW1798  HISTORY     - 1934     GOOD             NGS
 HW1798
 HW1798                          STATION DESCRIPTION
 HW1798
 HW1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1798'5.2 MI E FROM MOUNTAIN GROVE.
 HW1798'5.2 MILES EAST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE AT
 HW1798'MOUNTAIN GROVE, BATH COUNTY, 77 FEET NORTH OF THE CENTERLINE
 HW1798'OF AN ABANDONED LOGGING RAILROAD, 10 FEET SOUTHWEST OF THE SOUTH
 HW1798'END OF A CORRUGATED-IRON PIPE CULVERT, 14 FEET SOUTH OF THE
 HW1798'CENTERLINE OF THE HIGHWAY, ON THE TOP OF A SMALL ROCK OUTCROP,
 HW1798'1 FOOT HIGHER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5813 ***********************************************************************
 GV5813  DESIGNATION -  212 C OF R 1972
 GV5813  PID         -  GV5813
 GV5813  STATE/COUNTY-  VA/C OF RICHMOND
 GV5813  USGS QUAD   -  BON AIR (1994)
 GV5813
 GV5813                         *CURRENT SURVEY CONTROL
 GV5813  ___________________________________________________________________
 GV5813* NAD 83(1993)-  37 32 28.80388(N)    077 34 22.79631(W)     ADJUSTED  
 GV5813* NAVD 88     -        99.26   (+/-2cm)     325.7    (feet)  VERTCON   
 GV5813  ___________________________________________________________________
 GV5813  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5813  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GV5813
 GV5813  HORZ ORDER  -  SECOND
 GV5813  VERT ORDER  -  THIRD ? (See Below)
 GV5813
 GV5813.The horizontal coordinates were established by classical geodetic methods
 GV5813.and adjusted by the National Geodetic Survey in November 1994..
 GV5813
 GV5813.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5813.The vertical order pertains to the NGVD 29 superseded value.
 GV5813
 GV5813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5813
 GV5813.The geoid height was determined by GEOID03.
 GV5813
 GV5813;                    North         East     Units Scale Factor Converg.
 GV5813;SPC VA S     - 1,134,460.813 3,581,919.858   MT  0.99994999   +0 33 45.4
 GV5813;SPC VA S     - 3,721,976.85 11,751,682.07   sFT  0.99994999   +0 33 45.4
 GV5813;UTM  18      - 4,158,038.463   272,678.000   MT  1.00023656   -1 34 06.5
 GV5813
 GV5813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5813!SPC VA S     -   0.99998957  x   0.99994999  =   0.99993956
 GV5813!UTM  18      -   0.99998957  x   1.00023656  =   1.00022612
 GV5813
 GV5813                          SUPERSEDED SURVEY CONTROL
 GV5813
 GV5813  NAD 83(1986)-  37 32 28.81007(N)    077 34 22.81313(W) AD(       ) 2
 GV5813  NAD 27      -  37 32 28.27923(N)    077 34 23.85835(W) AD(       ) 2
 GV5813  NGVD 29 (07/19/86)   99.57   (m)          326.7    (f) LEVELING    3  
 GV5813
 GV5813.Superseded values are not recommended for survey control.
 GV5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5813.See file dsdata.txt to determine how the superseded data were derived.
 GV5813
 GV5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7267858038(NAD 83)
 GV5813_MARKER: Z = SEE DESCRIPTION
 GV5813_SETTING: 0 = UNSPECIFIED SETTING
 GV5813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5813+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5813
 GV5813  HISTORY     - Date     Condition        Report By
 GV5813  HISTORY     - 1972     MONUMENTED       VA2060
 GV5813  HISTORY     - 19951011 GOOD             USPSQD
 GV5813  HISTORY     - 19991014 GOOD             USPSQD
 GV5813  HISTORY     - 20031108 GOOD             USPSQD
 GV5813  HISTORY     - 20051205 GOOD             USPSQD
 GV5813
 GV5813                          STATION DESCRIPTION
 GV5813
 GV5813'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5813'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5813'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5813'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5813'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5813'CHEYENNE RD. 0.95 MILE TO THE INTERSECTION WITH HOBBYHILL RD. AND
 GV5813'FERNLEIGH DR., THENCE EAST ON FERNLEIGH DR. 0.35 MILE TO POINT
 GV5813'NO.  212.
 GV5813'
 GV5813'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5813'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5813'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5813'ABOUT 8 INCHES BELOW GROUND.
 GV5813'
 GV5813'22.5 FEET S. OF C/L OF FERNLEIGH DR., 25.0 FEET E. OF C/L OF NORTH
 GV5813'RIDGE RD. PROJECTED, 3.1 FEET N. OF VEPCO POLE NO. X26345, 39.0 FEET
 GV5813'N. E. OF 10 INCH OAK TREE, 52.8 FEET N. W. OF 12 INCH OAK TREE.
 GV5813'
 GV5813'NEAREST TOWN--RICHMOND.
 GV5813
 GV5813                          STATION RECOVERY (1995)
 GV5813
 GV5813'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5813'RECOVERED IN GOOD CONDITION.
 GV5813
 GV5813                          STATION RECOVERY (1999)
 GV5813
 GV5813'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5813'RECOVERED IN GOOD CONDITION.
 GV5813
 GV5813                          STATION RECOVERY (2003)
 GV5813
 GV5813'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5813'RECOVERED IN GOOD CONDITION.
 GV5813
 GV5813                          STATION RECOVERY (2005)
 GV5813
 GV5813'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2967 ***********************************************************************
 HV2967  DESIGNATION -  212 MLS
 HV2967  PID         -  HV2967
 HV2967  STATE/COUNTY-  VA/KING GEORGE
 HV2967  USGS QUAD   -  DAHLGREN (1983)
 HV2967
 HV2967                         *CURRENT SURVEY CONTROL
 HV2967  ___________________________________________________________________
 HV2967* NAD 83(1986)-  38 20 22.     (N)    077 04 34.     (W)     SCALED    
 HV2967* NAVD 88     -         9.291  (meters)      30.48   (feet)  ADJUSTED  
 HV2967  ___________________________________________________________________
 HV2967  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HV2967  DYNAMIC HT  -           9.285 (meters)      30.46  (feet)  COMP
 HV2967  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 HV2967
 HV2967  VERT ORDER  -  FIRST     CLASS II
 HV2967
 HV2967.The horizontal coordinates were scaled from a topographic map and have
 HV2967.an estimated accuracy of +/- 6 seconds.
 HV2967
 HV2967.The orthometric height was determined by differential leveling
 HV2967.and adjusted by the National Geodetic Survey in June 1991..
 HV2967
 HV2967.The geoid height was determined by GEOID03.
 HV2967
 HV2967.The dynamic height is computed by dividing the NAVD 88
 HV2967.geopotential number by the normal gravity value computed on the
 HV2967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2967.degrees latitude (g = 980.6199 gals.).
 HV2967
 HV2967.The modeled gravity was interpolated from observed gravity values.
 HV2967
 HV2967;                    North         East    Units  Estimated Accuracy
 HV2967;SPC VA N     - 2,075,640.    3,624,480.      MT  (+/- 180 meters Scaled)
 HV2967
 HV2967                          SUPERSEDED SURVEY CONTROL
 HV2967
 HV2967  NGVD 29 (05/17/90)    9.528  (m)           31.26   (f) ADJUSTED    1 2
 HV2967
 HV2967.Superseded values are not recommended for survey control.
 HV2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2967.See file dsdata.txt to determine how the superseded data were derived.
 HV2967
 HV2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH185455(NAD 83)
 HV2967_MARKER: DB = BENCH MARK DISK
 HV2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2967_SP_SET: CONCRETE POST
 HV2967_STAMPING: 31 212 MLS 1967
 HV2967_MARK LOGO: USGS  
 HV2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2967+STABILITY: SURFACE MOTION
 HV2967
 HV2967  HISTORY     - Date     Condition        Report By
 HV2967  HISTORY     - 1967     MONUMENTED       USGS
 HV2967  HISTORY     - 1971     GOOD             NGS
 HV2967  HISTORY     - 1974     GOOD             NGS
 HV2967  HISTORY     - 1987     GOOD             NGS
 HV2967  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2967  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV2967
 HV2967                          STATION DESCRIPTION
 HV2967
 HV2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2967'10.9 MI NE FROM KING GEORGE.
 HV2967'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2967'COURTHOUSE AT KING GEORGE, THENCE 8.4 MILES NORTHEAST ALONG U.S.
 HV2967'HIGHWAY 301, 65 FEET NORTHWEST OF THE CENTER LINE OF THE
 HV2967'NORTHWEST LANE OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE
 HV2967'OF STATE HIGHWAY 206, 7 1/2 FEET SOUTHEAST OF TELEPHONE POLE
 HV2967'NO. 38 THAT IS BRACED BY 2 GUY WIRES, 1.3 FEET SOUTHEAST OF A
 HV2967'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 HV2967'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 HV2967'GROUND.
 HV2967
 HV2967                          STATION RECOVERY (1974)
 HV2967
 HV2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2967'RECOVERED IN GOOD CONDITION.
 HV2967
 HV2967                          STATION RECOVERY (1987)
 HV2967
 HV2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2967'RECOVERED IN GOOD CONDITION.
 HV2967
 HV2967                          STATION RECOVERY (1998)
 HV2967
 HV2967'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2967'MARK NOT FOUND.
 HV2967
 HV2967                          STATION RECOVERY (2003)
 HV2967
 HV2967'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5815 ***********************************************************************
 GV5815  DESIGNATION -  213 C OF R 1972
 GV5815  PID         -  GV5815
 GV5815  STATE/COUNTY-  VA/C OF RICHMOND
 GV5815  USGS QUAD   -  BON AIR (1994)
 GV5815
 GV5815                         *CURRENT SURVEY CONTROL
 GV5815  ___________________________________________________________________
 GV5815* NAD 83(1993)-  37 32 29.03119(N)    077 34 33.14138(W)     ADJUSTED  
 GV5815* NAVD 88     -        96.23   (+/-2cm)     315.7    (feet)  VERTCON   
 GV5815  ___________________________________________________________________
 GV5815  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV5815  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV5815
 GV5815  HORZ ORDER  -  SECOND
 GV5815  VERT ORDER  -  THIRD ? (See Below)
 GV5815
 GV5815.The horizontal coordinates were established by classical geodetic methods
 GV5815.and adjusted by the National Geodetic Survey in November 1994..
 GV5815
 GV5815.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5815.The vertical order pertains to the NGVD 29 superseded value.
 GV5815
 GV5815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5815
 GV5815.The geoid height was determined by GEOID03.
 GV5815
 GV5815;                    North         East     Units Scale Factor Converg.
 GV5815;SPC VA S     - 1,134,465.330 3,581,665.852   MT  0.99994999   +0 33 39.2
 GV5815;SPC VA S     - 3,721,991.67 11,750,848.72   sFT  0.99994999   +0 33 39.2
 GV5815;UTM  18      - 4,158,052.427   272,424.265   MT  1.00023798   -1 34 12.9
 GV5815
 GV5815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5815!SPC VA S     -   0.99999004  x   0.99994999  =   0.99994003
 GV5815!UTM  18      -   0.99999004  x   1.00023798  =   1.00022802
 GV5815
 GV5815                          SUPERSEDED SURVEY CONTROL
 GV5815
 GV5815  NAD 83(1986)-  37 32 29.03737(N)    077 34 33.15822(W) AD(       ) 2
 GV5815  NAD 27      -  37 32 28.50620(N)    077 34 34.20311(W) AD(       ) 2
 GV5815  NGVD 29 (07/19/86)   96.54   (m)          316.7    (f) LEVELING    3  
 GV5815
 GV5815.Superseded values are not recommended for survey control.
 GV5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5815.See file dsdata.txt to determine how the superseded data were derived.
 GV5815
 GV5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7242458052(NAD 83)
 GV5815_MARKER: Z = SEE DESCRIPTION
 GV5815_SETTING: 0 = UNSPECIFIED SETTING
 GV5815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5815+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5815
 GV5815  HISTORY     - Date     Condition        Report By
 GV5815  HISTORY     - 1972     MONUMENTED       VA2060
 GV5815  HISTORY     - 19951011 GOOD             USPSQD
 GV5815  HISTORY     - 19991014 MARK NOT FOUND   USPSQD
 GV5815  HISTORY     - 20031108 GOOD             USPSQD
 GV5815
 GV5815                          STATION DESCRIPTION
 GV5815
 GV5815'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5815'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5815'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5815'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5815'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5815'CHEYENNE RD. 0.95 MILE TO THE INTERSECTION WITH HOBBYHILL RD. AND
 GV5815'FERNLEIGH DR., THENCE EAST ON FERNLEIGH DR. 0.20 MILE TO POINT
 GV5815'NO.  213.
 GV5815'
 GV5815'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5815'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5815'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5815'6 INCHES BELOW GROUND.
 GV5815'
 GV5815'27.8 FEET S. W. OF C/L OF FERNLEIGH DR., 11.2 FEET N. W. OF VEPCO
 GV5815'POLE NO. X26351, 57.5 FEET S. OF VEPCO POLE NO. E000, 34.2 FEET
 GV5815'N. N. W. OF 6 INCH WEEPING WILLOW TREE.
 GV5815'
 GV5815'NEAREST TOWN--RICHMOND.
 GV5815
 GV5815                          STATION RECOVERY (1995)
 GV5815
 GV5815'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5815'RECOVERED IN GOOD CONDITION.
 GV5815
 GV5815                          STATION RECOVERY (1999)
 GV5815
 GV5815'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5815'MARK NOT FOUND.
 GV5815
 GV5815                          STATION RECOVERY (2003)
 GV5815
 GV5815'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5815'MARK IS ABOUT 100 FEET WEST OF ELLSWORTH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1991 ***********************************************************************
 GX1991  DESIGNATION -  2130
 GX1991  PID         -  GX1991
 GX1991  STATE/COUNTY-  VA/TAZEWELL
 GX1991  USGS QUAD   -  AMONATE (1977)
 GX1991
 GX1991                         *CURRENT SURVEY CONTROL
 GX1991  ___________________________________________________________________
 GX1991* NAD 83(1986)-  37 08 30.     (N)    081 41 57.     (W)     SCALED    
 GX1991* NAVD 88     -       649.254  (meters)    2130.09   (feet)  ADJUSTED  
 GX1991  ___________________________________________________________________
 GX1991  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1991  DYNAMIC HT  -         648.679 (meters)    2128.21  (feet)  COMP
 GX1991  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GX1991
 GX1991  VERT ORDER  -  SECOND    CLASS 0
 GX1991
 GX1991.The horizontal coordinates were scaled from a topographic map and have
 GX1991.an estimated accuracy of +/- 6 seconds.
 GX1991
 GX1991.The orthometric height was determined by differential leveling
 GX1991.and adjusted by the National Geodetic Survey in June 1991..
 GX1991
 GX1991.The geoid height was determined by GEOID03.
 GX1991
 GX1991.The dynamic height is computed by dividing the NAVD 88
 GX1991.geopotential number by the normal gravity value computed on the
 GX1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1991.degrees latitude (g = 980.6199 gals.).
 GX1991
 GX1991.The modeled gravity was interpolated from observed gravity values.
 GX1991
 GX1991;                    North         East    Units  Estimated Accuracy
 GX1991;SPC VA S     - 1,094,520.    3,215,830.      MT  (+/- 180 meters Scaled)
 GX1991
 GX1991                          SUPERSEDED SURVEY CONTROL
 GX1991
 GX1991  NGVD 29 (??/??/92)  649.383  (m)         2130.52   (f) ADJ UNCH    2 0
 GX1991
 GX1991.Superseded values are not recommended for survey control.
 GX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1991.See file dsdata.txt to determine how the superseded data were derived.
 GX1991
 GX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB379108(NAD 83)
 GX1991_MARKER: DD = SURVEY DISK
 GX1991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1991_SP_SET: BRIDGE
 GX1991_STAMPING: 2130 1915
 GX1991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1991
 GX1991  HISTORY     - Date     Condition        Report By
 GX1991  HISTORY     - 1915     MONUMENTED       USGS
 GX1991  HISTORY     - 1958     GOOD             NGS
 GX1991
 GX1991                          STATION DESCRIPTION
 GX1991
 GX1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1991'AT BANDY.
 GX1991'AT BANDY, ABOUT 0.15 MILE SOUTH ALONG A DIRT ROAD PARALLELING
 GX1991'THE NORFOLK AND WESTERN RAILWAY FROM THE POST OFFICE, AT RAILROAD
 GX1991'BRIDGE NO. 2291, SET IN THE TOP OF THE WEST END OF SOUTH CONCRETE
 GX1991'ABUTMENT OF BRIDGE, 6 FEET WEST OF WEST RAIL OF SOUTH BOUND TRACK
 GX1991'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1165 ***********************************************************************
 GA1165  DESIGNATION -  2135
 GA1165  PID         -  GA1165
 GA1165  STATE/COUNTY-  VA/WISE
 GA1165  USGS QUAD   -  NORTON (1981)
 GA1165
 GA1165                         *CURRENT SURVEY CONTROL
 GA1165  ___________________________________________________________________
 GA1165* NAD 83(1986)-  36 56 03.     (N)    082 37 42.     (W)     SCALED    
 GA1165* NAVD 88     -       650.694  (meters)    2134.82   (feet)  ADJUSTED  
 GA1165  ___________________________________________________________________
 GA1165  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA1165  DYNAMIC HT  -         650.110 (meters)    2132.90  (feet)  COMP
 GA1165  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GA1165
 GA1165  VERT ORDER  -  FIRST     CLASS I
 GA1165
 GA1165.The horizontal coordinates were scaled from a topographic map and have
 GA1165.an estimated accuracy of +/- 6 seconds.
 GA1165
 GA1165.The orthometric height was determined by differential leveling
 GA1165.and adjusted by the National Geodetic Survey in June 1991..
 GA1165
 GA1165.The geoid height was determined by GEOID03.
 GA1165
 GA1165.The dynamic height is computed by dividing the NAVD 88
 GA1165.geopotential number by the normal gravity value computed on the
 GA1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1165.degrees latitude (g = 980.6199 gals.).
 GA1165
 GA1165.The modeled gravity was interpolated from observed gravity values.
 GA1165
 GA1165;                    North         East    Units  Estimated Accuracy
 GA1165;SPC VA S     - 1,074,720.    3,132,340.      MT  (+/- 180 meters Scaled)
 GA1165
 GA1165                          SUPERSEDED SURVEY CONTROL
 GA1165
 GA1165  NGVD 29 (??/??/92)  650.822  (m)         2135.24   (f) ADJ UNCH    1 1
 GA1165
 GA1165.Superseded values are not recommended for survey control.
 GA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1165.See file dsdata.txt to determine how the superseded data were derived.
 GA1165
 GA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA549888(NAD 83)
 GA1165_MARKER: DD = SURVEY DISK
 GA1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1165_SP_SET: STEP
 GA1165_STAMPING: 2135.268
 GA1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1165
 GA1165  HISTORY     - Date     Condition        Report By
 GA1165  HISTORY     - UNK      MONUMENTED       USGS
 GA1165  HISTORY     - 1967     POOR             NGS
 GA1165
 GA1165                          STATION DESCRIPTION
 GA1165
 GA1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1165'AT NORTON.
 GA1165'AT NORTON, 26 FEET NORTHWEST OF THE NORTH CORNER OF THE FIRST
 GA1165'NATIONAL BANK BUILDING, 111.5 FEET NORTHWEST OF THE NORTHWEST CURB
 GA1165'OF PARK AVENUE, 12 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 7TH
 GA1165'STREET, SET IN THE TOP OF THE EAST CORNER OF A STONE STEP AT THE
 GA1165'ENTRANCE TO THE BUILDING NOW OCCUPIED BY THE NORTON CITY SHOE
 GA1165'SHOP, AND 174 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST
 GA1165'ENTRANCE TO THE POST OFFICE BUILDING.  NOTE-- ABOUT 1/3 OF THE
 GA1165'DISK HAS BEEN BROKEN OFF BUT THE MARK APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1475 ***********************************************************************
 GW1475  DESIGNATION -  213.7
 GW1475  PID         -  GW1475
 GW1475  STATE/COUNTY-  VA/BEDFORD
 GW1475  USGS QUAD   -  MONETA (1982)
 GW1475
 GW1475                         *CURRENT SURVEY CONTROL
 GW1475  ___________________________________________________________________
 GW1475* NAD 83(1986)-  37 10 00.     (N)    079 30 20.     (W)     SCALED    
 GW1475* NAVD 88     -       194.937  (meters)     639.56   (feet)  ADJUSTED  
 GW1475  ___________________________________________________________________
 GW1475  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW1475  DYNAMIC HT  -         194.785 (meters)     639.06  (feet)  COMP
 GW1475  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 GW1475
 GW1475  VERT ORDER  -  SECOND    CLASS 0
 GW1475
 GW1475.The horizontal coordinates were scaled from a topographic map and have
 GW1475.an estimated accuracy of +/- 6 seconds.
 GW1475
 GW1475.The orthometric height was determined by differential leveling
 GW1475.and adjusted by the National Geodetic Survey in June 1991..
 GW1475
 GW1475.The geoid height was determined by GEOID03.
 GW1475
 GW1475.The dynamic height is computed by dividing the NAVD 88
 GW1475.geopotential number by the normal gravity value computed on the
 GW1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1475.degrees latitude (g = 980.6199 gals.).
 GW1475
 GW1475.The modeled gravity was interpolated from observed gravity values.
 GW1475
 GW1475;                    North         East    Units  Estimated Accuracy
 GW1475;SPC VA S     - 1,092,950.    3,410,700.      MT  (+/- 180 meters Scaled)
 GW1475
 GW1475                          SUPERSEDED SURVEY CONTROL
 GW1475
 GW1475  NGVD 29 (??/??/92)  195.191  (m)          640.39   (f) ADJ UNCH    2 0
 GW1475
 GW1475.Superseded values are not recommended for survey control.
 GW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1475.See file dsdata.txt to determine how the superseded data were derived.
 GW1475
 GW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB326144(NAD 83)
 GW1475_MARKER: DB = BENCH MARK DISK
 GW1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1475_SP_SET: BRIDGE
 GW1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1475
 GW1475  HISTORY     - Date     Condition        Report By
 GW1475  HISTORY     - UNK      MONUMENTED       VARR
 GW1475  HISTORY     - 1935     GOOD             NGS
 GW1475
 GW1475                          STATION DESCRIPTION
 GW1475
 GW1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1475'2.1 MI W FROM HUDDLESTON.
 GW1475'ABOUT 2.1 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1475'AT HUDDLESTON, BEDFORD COUNTY, 8 FEET NORTH OF THE NORTH RAIL, AND
 GW1475'ON TOP OF THE WEST ABUTMENT OF A CONCRETE RAILROAD BRIDGE OVER
 GW1475'GOOSE CREEK.  A 3-INCH CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5819 ***********************************************************************
 GV5819  DESIGNATION -  214 C OF R 1972
 GV5819  PID         -  GV5819
 GV5819  STATE/COUNTY-  VA/C OF RICHMOND
 GV5819  USGS QUAD   -  BON AIR (1994)
 GV5819
 GV5819                         *CURRENT SURVEY CONTROL
 GV5819  ___________________________________________________________________
 GV5819* NAD 83(1993)-  37 32 32.31109(N)    077 34 38.67906(W)     ADJUSTED  
 GV5819* NAVD 88     -        90.62   (+/-2cm)     297.3    (feet)  VERTCON   
 GV5819  ___________________________________________________________________
 GV5819  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5819  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV5819
 GV5819  HORZ ORDER  -  SECOND
 GV5819  VERT ORDER  -  THIRD ? (See Below)
 GV5819
 GV5819.The horizontal coordinates were established by classical geodetic methods
 GV5819.and adjusted by the National Geodetic Survey in November 1994..
 GV5819
 GV5819.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5819.The vertical order pertains to the NGVD 29 superseded value.
 GV5819
 GV5819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5819
 GV5819.The geoid height was determined by GEOID03.
 GV5819
 GV5819;                    North         East     Units Scale Factor Converg.
 GV5819;SPC VA S     - 1,134,565.110 3,581,528.933   MT  0.99995004   +0 33 35.8
 GV5819;SPC VA S     - 3,722,319.03 11,750,399.51   sFT  0.99995004   +0 33 35.8
 GV5819;UTM  18      - 4,158,157.259   272,291.112   MT  1.00023873   -1 34 16.4
 GV5819
 GV5819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5819!SPC VA S     -   0.99999092  x   0.99995004  =   0.99994096
 GV5819!UTM  18      -   0.99999092  x   1.00023873  =   1.00022965
 GV5819
 GV5819                          SUPERSEDED SURVEY CONTROL
 GV5819
 GV5819  NAD 83(1986)-  37 32 32.31728(N)    077 34 38.69590(W) AD(       ) 2
 GV5819  NAD 27      -  37 32 31.78597(N)    077 34 39.74077(W) AD(       ) 2
 GV5819  NGVD 29 (07/19/86)   90.93   (m)          298.3    (f) LEVELING    3  
 GV5819
 GV5819.Superseded values are not recommended for survey control.
 GV5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5819.See file dsdata.txt to determine how the superseded data were derived.
 GV5819
 GV5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7229158157(NAD 83)
 GV5819_MARKER: Z = SEE DESCRIPTION
 GV5819_SETTING: 0 = UNSPECIFIED SETTING
 GV5819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5819+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5819
 GV5819  HISTORY     - Date     Condition        Report By
 GV5819  HISTORY     - 1972     MONUMENTED       VA2060
 GV5819  HISTORY     - 19951011 GOOD             USPSQD
 GV5819  HISTORY     - 19991014 GOOD             USPSQD
 GV5819  HISTORY     - 20031108 GOOD             USPSQD
 GV5819
 GV5819                          STATION DESCRIPTION
 GV5819
 GV5819'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5819'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5819'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5819'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5819'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5819'CHEYENNE RD. 0.95 MILE TO THE INTERSECTION WITH HOBBYHILL RD. AND
 GV5819'FERNLEIGH DR., THENCE EAST ON FERNLEIGH DR. 0.10 MILE TO POINT
 GV5819'NO. 214.
 GV5819'
 GV5819'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5819'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5819'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5819'ABOUT 6 INCHES BELOW GROUND.
 GV5819'
 GV5819'22.6 FEET S. W. OF C/L OF FERNLEIGH DR., 9.0 FEET S.E. OF C AND P
 GV5819'POLE NO. 6723M, 36.0 FEET S. E. OF C/L OF LOCHINVAR DR. PROJECTED,
 GV5819'36.7 FEET N. E. OF 18 INCHES OAK TREE.
 GV5819'
 GV5819'NEAREST TOWN--RICHMOND.
 GV5819
 GV5819                          STATION RECOVERY (1995)
 GV5819
 GV5819'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5819'RECOVERED IN GOOD CONDITION.
 GV5819
 GV5819                          STATION RECOVERY (1999)
 GV5819
 GV5819'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5819'RECOVERED IN GOOD CONDITION.
 GV5819
 GV5819                          STATION RECOVERY (2003)
 GV5819
 GV5819'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5819'MARK IS 9 FEET NORTHEAST OF POLE, NOT SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1647 ***********************************************************************
 HW1647  DESIGNATION -  2140.05
 HW1647  PID         -  HW1647
 HW1647  STATE/COUNTY-  VA/HIGHLAND
 HW1647  USGS QUAD   -  PALO ALTO (1977)
 HW1647
 HW1647                         *CURRENT SURVEY CONTROL
 HW1647  ___________________________________________________________________
 HW1647* NAD 83(1986)-  38 25 21.     (N)    079 22 17.     (W)     SCALED    
 HW1647* NAVD 88     -       652.468  (meters)    2140.64   (feet)  ADJUSTED  
 HW1647  ___________________________________________________________________
 HW1647  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HW1647  DYNAMIC HT  -         651.961 (meters)    2138.98  (feet)  COMP
 HW1647  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 HW1647
 HW1647  VERT ORDER  -  SECOND    CLASS 0
 HW1647
 HW1647.The horizontal coordinates were scaled from a topographic map and have
 HW1647.an estimated accuracy of +/- 6 seconds.
 HW1647
 HW1647.The orthometric height was determined by differential leveling
 HW1647.and adjusted by the National Geodetic Survey in June 1991..
 HW1647
 HW1647.The geoid height was determined by GEOID03.
 HW1647
 HW1647.The dynamic height is computed by dividing the NAVD 88
 HW1647.geopotential number by the normal gravity value computed on the
 HW1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1647.degrees latitude (g = 980.6199 gals.).
 HW1647
 HW1647.The modeled gravity was interpolated from observed gravity values.
 HW1647
 HW1647;                    North         East    Units  Estimated Accuracy
 HW1647;SPC VA N     - 2,084,260.    3,423,910.      MT  (+/- 180 meters Scaled)
 HW1647
 HW1647                          SUPERSEDED SURVEY CONTROL
 HW1647
 HW1647  NGVD 29 (??/??/92)  652.562  (m)         2140.95   (f) ADJ UNCH    2 0
 HW1647
 HW1647.Superseded values are not recommended for survey control.
 HW1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1647.See file dsdata.txt to determine how the superseded data were derived.
 HW1647
 HW1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC421539(NAD 83)
 HW1647_MARKER: N = NAIL
 HW1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1647_SP_SET: TREE
 HW1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1647
 HW1647  HISTORY     - Date     Condition        Report By
 HW1647  HISTORY     - UNK      MONUMENTED       USGS
 HW1647  HISTORY     - 1935     GOOD             NGS
 HW1647
 HW1647                          STATION DESCRIPTION
 HW1647
 HW1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1647'AT PALO ALTO.
 HW1647'AT PALO ALTO, HIGHLAND COUNTY, ON SECONDARY STATE HIGHWAY 620,
 HW1647'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 614, 14 FEET NORTH
 HW1647'OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 620, 70 FEET
 HW1647'NORTHWEST OF A BRIDGE, 8 FEET NORTH OF A FENCE, AND IN THE EAST
 HW1647'ROOT OF A 20-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HW1647'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1127 ***********************************************************************
 FZ1127  DESIGNATION -  2145 USGS
 FZ1127  PID         -  FZ1127
 FZ1127  STATE/COUNTY-  VA/SMYTH
 FZ1127  USGS QUAD   -  MARION (1978)
 FZ1127
 FZ1127                         *CURRENT SURVEY CONTROL
 FZ1127  ___________________________________________________________________
 FZ1127* NAD 83(1986)-  36 50 22.     (N)    081 30 43.     (W)     SCALED    
 FZ1127* NAVD 88     -       653.536  (meters)    2144.14   (feet)  ADJUSTED  
 FZ1127  ___________________________________________________________________
 FZ1127  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FZ1127  DYNAMIC HT  -         652.926 (meters)    2142.14  (feet)  COMP
 FZ1127  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 FZ1127
 FZ1127  VERT ORDER  -  FIRST     CLASS II
 FZ1127
 FZ1127.The horizontal coordinates were scaled from a topographic map and have
 FZ1127.an estimated accuracy of +/- 6 seconds.
 FZ1127
 FZ1127.The orthometric height was determined by differential leveling
 FZ1127.and adjusted by the National Geodetic Survey in June 1991..
 FZ1127.WARNING-Repeat measurements at this control monument indicate possible
 FZ1127.vertical movement.
 FZ1127
 FZ1127.The geoid height was determined by GEOID03.
 FZ1127
 FZ1127.The dynamic height is computed by dividing the NAVD 88
 FZ1127.geopotential number by the normal gravity value computed on the
 FZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1127.degrees latitude (g = 980.6199 gals.).
 FZ1127
 FZ1127.The modeled gravity was interpolated from observed gravity values.
 FZ1127
 FZ1127;                    North         East    Units  Estimated Accuracy
 FZ1127;SPC VA S     - 1,060,450.    3,231,390.      MT  (+/- 180 meters Scaled)
 FZ1127
 FZ1127                          SUPERSEDED SURVEY CONTROL
 FZ1127
 FZ1127  NGVD 29 (??/??/92)  653.605  (m)         2144.37   (f) ADJ UNCH    1 2
 FZ1127
 FZ1127.Superseded values are not recommended for survey control.
 FZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1127.See file dsdata.txt to determine how the superseded data were derived.
 FZ1127
 FZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA543771(NAD 83)
 FZ1127_MARKER: DD = SURVEY DISK
 FZ1127_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FZ1127_STAMPING: 2144.546 1909
 FZ1127_MARK LOGO: USGS  
 FZ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1127+STABILITY: SURFACE MOTION
 FZ1127
 FZ1127  HISTORY     - Date     Condition        Report By
 FZ1127  HISTORY     - 1909     MONUMENTED       USGS
 FZ1127  HISTORY     - 1959     GOOD             NGS
 FZ1127  HISTORY     - 1984     GOOD             NGS
 FZ1127
 FZ1127                          STATION DESCRIPTION
 FZ1127
 FZ1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1127'AT MARION.
 FZ1127'AT MARION, ALONG THE NORFOLK AND WESTERN RAILWAY, SET VERTICALLY
 FZ1127'IN THE WEST FACE OF THE RED BRICK RAILWAY STATION BUILDING,
 FZ1127'1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 3.5 FEET
 FZ1127'ABOVE THE STATION PLATFORM FLOOR, 4 INCHES ABOVE THE STONE
 FZ1127'MASONRY FOUNDATION, AND 21 1/2 FEET SOUTH OF THE SOUTH RAIL
 FZ1127'OF THE MAIN TRACK.  ALSO ABOUT 0.6 MILE NORTHEAST ALONG U.S.
 FZ1127'HIGHWAY (MAIN STREET) 11 FROM THE POST OFFICE.  THE STAMPING
 FZ1127'WAS REPORTED AS NOT LEGIBLE IN 1942.
 FZ1127
 FZ1127                          STATION RECOVERY (1984)
 FZ1127
 FZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1476 ***********************************************************************
 GW1476  DESIGNATION -  214.8
 GW1476  PID         -  GW1476
 GW1476  STATE/COUNTY-  VA/BEDFORD
 GW1476  USGS QUAD   -  MONETA (1982)
 GW1476
 GW1476                         *CURRENT SURVEY CONTROL
 GW1476  ___________________________________________________________________
 GW1476* NAD 83(1986)-  37 10 14.     (N)    079 31 13.     (W)     SCALED    
 GW1476* NAVD 88     -       203.577  (meters)     667.90   (feet)  ADJUSTED  
 GW1476  ___________________________________________________________________
 GW1476  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW1476  DYNAMIC HT  -         203.421 (meters)     667.39  (feet)  COMP
 GW1476  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GW1476
 GW1476  VERT ORDER  -  SECOND    CLASS 0
 GW1476
 GW1476.The horizontal coordinates were scaled from a topographic map and have
 GW1476.an estimated accuracy of +/- 6 seconds.
 GW1476
 GW1476.The orthometric height was determined by differential leveling
 GW1476.and adjusted by the National Geodetic Survey in June 1991..
 GW1476
 GW1476.The geoid height was determined by GEOID03.
 GW1476
 GW1476.The dynamic height is computed by dividing the NAVD 88
 GW1476.geopotential number by the normal gravity value computed on the
 GW1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1476.degrees latitude (g = 980.6199 gals.).
 GW1476
 GW1476.The modeled gravity was interpolated from observed gravity values.
 GW1476
 GW1476;                    North         East    Units  Estimated Accuracy
 GW1476;SPC VA S     - 1,093,400.    3,409,390.      MT  (+/- 180 meters Scaled)
 GW1476
 GW1476                          SUPERSEDED SURVEY CONTROL
 GW1476
 GW1476  NGVD 29 (??/??/92)  203.830  (m)          668.73   (f) ADJ UNCH    2 0
 GW1476
 GW1476.Superseded values are not recommended for survey control.
 GW1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1476.See file dsdata.txt to determine how the superseded data were derived.
 GW1476
 GW1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB313148(NAD 83)
 GW1476_MARKER: Q = CHISELED SQUARE
 GW1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1476_SP_SET: FOOTING
 GW1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1476
 GW1476  HISTORY     - Date     Condition        Report By
 GW1476  HISTORY     - UNK      MONUMENTED       VARR
 GW1476  HISTORY     - 1935     GOOD             NGS
 GW1476
 GW1476                          STATION DESCRIPTION
 GW1476
 GW1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1476'2.9 MI E FROM STONE MOUNTAIN.
 GW1476'ABOUT 2.9 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1476'AT STONE MOUNTAIN, BEDFORD COUNTY, AND ON TOP OF THE FOOTING OF
 GW1476'THE NORTHEAST UPRIGHT SUPPORTING AN OVERHEAD HIGHWAY BRIDGE.  A
 GW1476'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5822 ***********************************************************************
 GV5822  DESIGNATION -  215 C OF R 1972
 GV5822  PID         -  GV5822
 GV5822  STATE/COUNTY-  VA/C OF RICHMOND
 GV5822  USGS QUAD   -  BON AIR (1994)
 GV5822
 GV5822                         *CURRENT SURVEY CONTROL
 GV5822  ___________________________________________________________________
 GV5822* NAD 83(1993)-  37 32 36.16814(N)    077 34 42.56535(W)     ADJUSTED  
 GV5822* NAVD 88     -        77.95   (+/-2cm)     255.7    (feet)  VERTCON   
 GV5822  ___________________________________________________________________
 GV5822  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5822  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV5822
 GV5822  HORZ ORDER  -  SECOND
 GV5822  VERT ORDER  -  THIRD ? (See Below)
 GV5822
 GV5822.The horizontal coordinates were established by classical geodetic methods
 GV5822.and adjusted by the National Geodetic Survey in November 1994..
 GV5822
 GV5822.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5822.The vertical order pertains to the NGVD 29 superseded value.
 GV5822
 GV5822.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5822
 GV5822.The geoid height was determined by GEOID03.
 GV5822
 GV5822;                    North         East     Units Scale Factor Converg.
 GV5822;SPC VA S     - 1,134,683.079 3,581,432.378   MT  0.99995010   +0 33 33.4
 GV5822;SPC VA S     - 3,722,706.07 11,750,082.73   sFT  0.99995010   +0 33 33.4
 GV5822;UTM  18      - 4,158,278.773   272,198.984   MT  1.00023924   -1 34 18.9
 GV5822
 GV5822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5822!SPC VA S     -   0.99999291  x   0.99995010  =   0.99994301
 GV5822!UTM  18      -   0.99999291  x   1.00023924  =   1.00023215
 GV5822
 GV5822|---------------------------------------------------------------------|
 GV5822| PID    Reference Object                     Distance      Geod. Az  |
 GV5822|                                                           dddmmss.s |
 GV5822| GV5819 214 C OF R 1972                     152.453 METERS 14116     |
 GV5822| GV5823 216 C OF R 1972                     367.225 METERS 35814     |
 GV5822|---------------------------------------------------------------------|
 GV5822
 GV5822                          SUPERSEDED SURVEY CONTROL
 GV5822
 GV5822  NAD 83(1986)-  37 32 36.17431(N)    077 34 42.58219(W) AD(       ) 2
 GV5822  NAD 27      -  37 32 35.64294(N)    077 34 43.62711(W) AD(       ) 2
 GV5822  NGVD 29 (07/19/86)   78.26   (m)          256.8    (f) LEVELING    3  
 GV5822
 GV5822.Superseded values are not recommended for survey control.
 GV5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5822.See file dsdata.txt to determine how the superseded data were derived.
 GV5822
 GV5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7219958279(NAD 83)
 GV5822_MARKER: Z = SEE DESCRIPTION
 GV5822_SETTING: 0 = UNSPECIFIED SETTING
 GV5822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5822+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5822
 GV5822  HISTORY     - Date     Condition        Report By
 GV5822  HISTORY     - 1972     MONUMENTED       VA2060
 GV5822  HISTORY     - 19951011 GOOD             USPSQD
 GV5822  HISTORY     - 19991014 GOOD             USPSQD
 GV5822  HISTORY     - 20031108 GOOD             USPSQD
 GV5822  HISTORY     - 20051205 GOOD             USPSQD
 GV5822
 GV5822                          STATION DESCRIPTION
 GV5822
 GV5822'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5822'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5822'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5822'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5822'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5822'CHEYENNE RD. 0.95 MILE TO POINT NO. 215.
 GV5822'
 GV5822'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5822'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5822'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5822'ABOUT 6 INCHES BELOW GROUND.
 GV5822'
 GV5822'21.7 FEET W. OF C/L OF CHEYENNE RD., 5.6 FEET E. OF VEPCO POLE NO.
 GV5822'X29241, 54.6 FEET N. OF 30 INCH TWIN OAK TREE, 37.2 FEET N. E. OF
 GV5822'12 INCH OAK TREE.
 GV5822'
 GV5822'NEAREST TOWN--RICHMOND.
 GV5822
 GV5822                          STATION RECOVERY (1995)
 GV5822
 GV5822'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5822'RECOVERED IN GOOD CONDITION.
 GV5822
 GV5822                          STATION RECOVERY (1999)
 GV5822
 GV5822'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5822'RECOVERED IN GOOD CONDITION.
 GV5822
 GV5822                          STATION RECOVERY (2003)
 GV5822
 GV5822'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5822'POLE NUMBER NOW IS CB51 LOCATED IN FRONT OF 3400 CHEYENNE ROAD
 GV5822
 GV5822                          STATION RECOVERY (2005)
 GV5822
 GV5822'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2949 ***********************************************************************
 HV2949  DESIGNATION -  215 MLS
 HV2949  PID         -  HV2949
 HV2949  STATE/COUNTY-  VA/KING GEORGE
 HV2949  USGS QUAD   -  DAHLGREN (1983)
 HV2949
 HV2949                         *CURRENT SURVEY CONTROL
 HV2949  ___________________________________________________________________
 HV2949* NAD 83(1986)-  38 21 08.     (N)    077 02 54.     (W)     SCALED    
 HV2949* NAVD 88     -         6.825  (meters)      22.39   (feet)  ADJUSTED  
 HV2949  ___________________________________________________________________
 HV2949  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HV2949  DYNAMIC HT  -           6.821 (meters)      22.38  (feet)  COMP
 HV2949  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 HV2949
 HV2949  VERT ORDER  -  FIRST     CLASS II
 HV2949
 HV2949.The horizontal coordinates were scaled from a topographic map and have
 HV2949.an estimated accuracy of +/- 6 seconds.
 HV2949
 HV2949.The orthometric height was determined by differential leveling
 HV2949.and adjusted by the National Geodetic Survey in June 1991..
 HV2949
 HV2949.The geoid height was determined by GEOID03.
 HV2949
 HV2949.The dynamic height is computed by dividing the NAVD 88
 HV2949.geopotential number by the normal gravity value computed on the
 HV2949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2949.degrees latitude (g = 980.6199 gals.).
 HV2949
 HV2949.The modeled gravity was interpolated from observed gravity values.
 HV2949
 HV2949;                    North         East    Units  Estimated Accuracy
 HV2949;SPC VA N     - 2,077,100.    3,626,880.      MT  (+/- 180 meters Scaled)
 HV2949
 HV2949                          SUPERSEDED SURVEY CONTROL
 HV2949
 HV2949  NGVD 29 (05/17/90)    7.062  (m)           23.17   (f) ADJUSTED    1 2
 HV2949
 HV2949.Superseded values are not recommended for survey control.
 HV2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2949.See file dsdata.txt to determine how the superseded data were derived.
 HV2949
 HV2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH210468(NAD 83)
 HV2949_MARKER: DD = SURVEY DISK
 HV2949_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV2949_SP_SET: CULVERT HEADWALL
 HV2949_STAMPING: 23 215 MLS 1967
 HV2949_MARK LOGO: USGS  
 HV2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2949+STABILITY: SURFACE MOTION
 HV2949
 HV2949  HISTORY     - Date     Condition        Report By
 HV2949  HISTORY     - 1967     MONUMENTED       USGS
 HV2949  HISTORY     - 1971     GOOD             NGS
 HV2949  HISTORY     - 1987     GOOD             NGS
 HV2949  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2949  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV2949
 HV2949                          STATION DESCRIPTION
 HV2949
 HV2949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2949'12.7 MI NE FROM KING GEORGE.
 HV2949'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE
 HV2949'AT KING GEORGE, THENCE 10.2 MILES NORTHEAST ALONG U.S. HIGHWAY
 HV2949'301, 47 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE
 HV2949'HIGHWAY, 115 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 614,
 HV2949'119 FEET NORTH OF A CHAIN LINK FENCE, 75 FEET NORTHWEST OF POWER
 HV2949'LINE POLE 20324, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 HV2949'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 HV2949'NORTH CONCRETE HEADWALL FOR A DOUBLE PIPE CULVERT UNDER AN
 HV2949'ABANDONED ROAD BED.  NOTE-- ABOUT 1.6 MILES NORTH OF THE POST
 HV2949'OFFICE AT DAHLGREN, U.S. NAVAL PROVING GROUNDS.
 HV2949
 HV2949                          STATION RECOVERY (1987)
 HV2949
 HV2949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2949'RECOVERED IN GOOD CONDITION.
 HV2949
 HV2949                          STATION RECOVERY (1998)
 HV2949
 HV2949'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2949'MARK NOT FOUND.
 HV2949
 HV2949                          STATION RECOVERY (2003)
 HV2949
 HV2949'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5823 ***********************************************************************
 GV5823  DESIGNATION -  216 C OF R 1972
 GV5823  PID         -  GV5823
 GV5823  STATE/COUNTY-  VA/C OF RICHMOND
 GV5823  USGS QUAD   -  BON AIR (1994)
 GV5823
 GV5823                         *CURRENT SURVEY CONTROL
 GV5823  ___________________________________________________________________
 GV5823* NAD 83(1993)-  37 32 48.07381(N)    077 34 43.02523(W)     ADJUSTED  
 GV5823* NAVD 88     -        67.27   (+/-2cm)     220.7    (feet)  VERTCON   
 GV5823  ___________________________________________________________________
 GV5823  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5823  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV5823
 GV5823  HORZ ORDER  -  SECOND
 GV5823  VERT ORDER  -  THIRD ? (See Below)
 GV5823
 GV5823.The horizontal coordinates were established by classical geodetic methods
 GV5823.and adjusted by the National Geodetic Survey in November 1994..
 GV5823
 GV5823.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5823.The vertical order pertains to the NGVD 29 superseded value.
 GV5823
 GV5823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5823
 GV5823.The geoid height was determined by GEOID03.
 GV5823
 GV5823;                    North         East     Units Scale Factor Converg.
 GV5823;SPC VA S     - 1,135,049.985 3,581,417.507   MT  0.99995028   +0 33 33.2
 GV5823;SPC VA S     - 3,723,909.83 11,750,033.94   sFT  0.99995028   +0 33 33.2
 GV5823;UTM  18      - 4,158,646.084   272,197.769   MT  1.00023925   -1 34 19.6
 GV5823
 GV5823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5823!SPC VA S     -   0.99999458  x   0.99995028  =   0.99994486
 GV5823!UTM  18      -   0.99999458  x   1.00023925  =   1.00023383
 GV5823
 GV5823|---------------------------------------------------------------------|
 GV5823| PID    Reference Object                     Distance      Geod. Az  |
 GV5823|                                                           dddmmss.s |
 GV5823| GV5822 215 C OF R 1972                     367.225 METERS 17814     |
 GV5823| GV5826 217 C OF R 1972                     263.893 METERS 26054     |
 GV5823|---------------------------------------------------------------------|
 GV5823
 GV5823                          SUPERSEDED SURVEY CONTROL
 GV5823
 GV5823  NAD 83(1986)-  37 32 48.07996(N)    077 34 43.04209(W) AD(       ) 2
 GV5823  NAD 27      -  37 32 47.54878(N)    077 34 44.08751(W) AD(       ) 2
 GV5823  NGVD 29 (07/19/86)   67.58   (m)          221.7    (f) LEVELING    3  
 GV5823
 GV5823.Superseded values are not recommended for survey control.
 GV5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5823.See file dsdata.txt to determine how the superseded data were derived.
 GV5823
 GV5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7219858646(NAD 83)
 GV5823_MARKER: Z = SEE DESCRIPTION
 GV5823_SETTING: 0 = UNSPECIFIED SETTING
 GV5823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5823
 GV5823  HISTORY     - Date     Condition        Report By
 GV5823  HISTORY     - 1972     MONUMENTED       VA2060
 GV5823  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5823  HISTORY     - 19991014 MARK NOT FOUND   USPSQD
 GV5823  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5823
 GV5823                          STATION DESCRIPTION
 GV5823
 GV5823'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5823'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5823'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5823'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5823'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5823'CHEYENNE RD. 0.70 MILE TO TWINN VALLEY RD., AND POINT NO. 216.
 GV5823'
 GV5823'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5823'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5823'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5823'ABOUT 6 INCHES BELOW GROUND.  CITY BENCH MARK NO. 579.
 GV5823'
 GV5823'24.2 FEET W. OF C/L OF CHEYENNE RD., 38.0 FEET S. OF C/L OF TWINN
 GV5823'VALLEY RD., 54.8 FEET N. E. OF N. E. CORNER OF PORCH, HOUSE NO.
 GV5823'10001, TWINN VALLEY RD., 76.4 FEET N. W. OF N. W. CORNER OF PORCH
 GV5823'OF HOUSE NO. 9935, TWINN VALLEY RD.
 GV5823'
 GV5823'NEAREST TOWN--RICHMOND.
 GV5823
 GV5823                          STATION RECOVERY (1995)
 GV5823
 GV5823'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5823'MARK NOT FOUND.
 GV5823
 GV5823                          STATION RECOVERY (1999)
 GV5823
 GV5823'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5823'MARK NOT FOUND.
 GV5823
 GV5823                          STATION RECOVERY (2003)
 GV5823
 GV5823'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2948 ***********************************************************************
 HV2948  DESIGNATION -  216 MLS
 HV2948  PID         -  HV2948
 HV2948  STATE/COUNTY-  VA/KING GEORGE
 HV2948  USGS QUAD   -  DAHLGREN (1983)
 HV2948
 HV2948                         *CURRENT SURVEY CONTROL
 HV2948  ___________________________________________________________________
 HV2948* NAD 83(1986)-  38 21 27.     (N)    077 01 51.     (W)     SCALED    
 HV2948* NAVD 88     -         7.552  (meters)      24.78   (feet)  ADJUSTED  
 HV2948  ___________________________________________________________________
 HV2948  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HV2948  DYNAMIC HT  -           7.547 (meters)      24.76  (feet)  COMP
 HV2948  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 HV2948
 HV2948  VERT ORDER  -  FIRST     CLASS II
 HV2948
 HV2948.The horizontal coordinates were scaled from a topographic map and have
 HV2948.an estimated accuracy of +/- 6 seconds.
 HV2948
 HV2948.The orthometric height was determined by differential leveling
 HV2948.and adjusted by the National Geodetic Survey in June 1991..
 HV2948
 HV2948.The geoid height was determined by GEOID03.
 HV2948
 HV2948.The dynamic height is computed by dividing the NAVD 88
 HV2948.geopotential number by the normal gravity value computed on the
 HV2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2948.degrees latitude (g = 980.6199 gals.).
 HV2948
 HV2948.The modeled gravity was interpolated from observed gravity values.
 HV2948
 HV2948;                    North         East    Units  Estimated Accuracy
 HV2948;SPC VA N     - 2,077,710.    3,628,400.      MT  (+/- 180 meters Scaled)
 HV2948
 HV2948                          SUPERSEDED SURVEY CONTROL
 HV2948
 HV2948  NGVD 29 (05/17/90)    7.788  (m)           25.55   (f) ADJUSTED    1 2
 HV2948
 HV2948.Superseded values are not recommended for survey control.
 HV2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2948.See file dsdata.txt to determine how the superseded data were derived.
 HV2948
 HV2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH225474(NAD 83)
 HV2948_MARKER: DD = SURVEY DISK
 HV2948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV2948_SP_SET: CULVERT HEADWALL
 HV2948_STAMPING: 26 216 MLS 1967
 HV2948_MARK LOGO: USGS  
 HV2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2948+STABILITY: SURFACE MOTION
 HV2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2948+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV2948
 HV2948  HISTORY     - Date     Condition        Report By
 HV2948  HISTORY     - 1967     MONUMENTED       USGS
 HV2948  HISTORY     - 1971     GOOD             NGS
 HV2948  HISTORY     - 1987     GOOD             NGS
 HV2948  HISTORY     - 19981202 GOOD             USPSQD
 HV2948  HISTORY     - 20031209 GOOD             USPSQD
 HV2948
 HV2948                          STATION DESCRIPTION
 HV2948
 HV2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2948'13.7 MI NE FROM KING GEORGE.
 HV2948'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE
 HV2948'AT KING GEORGE, 228 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HV2948'DEPT. OF HIGHWAYS SCALE, 90 FEET NORTH OF THE CENTER LINE OF THE
 HV2948'NORTH LANE OF THE U.S. HIGHWAY, 44 FEET NORTH OF THE CENTER LINE
 HV2948'OF A PAVED ENTRANCE TO THE SCALE, SET ON TOP OF THE CENTER OF
 HV2948'THE WEST CONCRETE HEADWALL FOR AN 18 INCH PIPE CULVERT UNDER
 HV2948'A SERVICE ROAD, 3.3 FEET SOUTH OF A METAL WITNESS POST AND 1
 HV2948'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HV2948
 HV2948                          STATION RECOVERY (1987)
 HV2948
 HV2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2948'RECOVERED IN GOOD CONDITION.
 HV2948
 HV2948                          STATION RECOVERY (1998)
 HV2948
 HV2948'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2948'RECOVERED IN GOOD CONDITION.
 HV2948
 HV2948                          STATION RECOVERY (2003)
 HV2948
 HV2948'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5826 ***********************************************************************
 GV5826  DESIGNATION -  217 C OF R 1972
 GV5826  PID         -  GV5826
 GV5826  STATE/COUNTY-  VA/C OF RICHMOND
 GV5826  USGS QUAD   -  BON AIR (1994)
 GV5826
 GV5826                         *CURRENT SURVEY CONTROL
 GV5826  ___________________________________________________________________
 GV5826* NAD 83(1993)-  37 32 46.72006(N)    077 34 53.64026(W)     ADJUSTED  
 GV5826* NAVD 88     -        65.87   (+/-2cm)     216.1    (feet)  VERTCON   
 GV5826  ___________________________________________________________________
 GV5826  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5826  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5826
 GV5826  HORZ ORDER  -  SECOND
 GV5826  VERT ORDER  -  THIRD ? (See Below)
 GV5826
 GV5826.The horizontal coordinates were established by classical geodetic methods
 GV5826.and adjusted by the National Geodetic Survey in November 1994..
 GV5826
 GV5826.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5826.The vertical order pertains to the NGVD 29 superseded value.
 GV5826
 GV5826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5826
 GV5826.The geoid height was determined by GEOID03.
 GV5826
 GV5826;                    North         East     Units Scale Factor Converg.
 GV5826;SPC VA S     - 1,135,005.714 3,581,157.368   MT  0.99995026   +0 33 26.7
 GV5826;SPC VA S     - 3,723,764.58 11,749,180.46   sFT  0.99995026   +0 33 26.7
 GV5826;UTM  18      - 4,158,611.508   271,936.087   MT  1.00024072   -1 34 26.0
 GV5826
 GV5826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5826!SPC VA S     -   0.99999480  x   0.99995026  =   0.99994506
 GV5826!UTM  18      -   0.99999480  x   1.00024072  =   1.00023552
 GV5826
 GV5826                          SUPERSEDED SURVEY CONTROL
 GV5826
 GV5826  NAD 83(1986)-  37 32 46.72620(N)    077 34 53.65714(W) AD(       ) 2
 GV5826  NAD 27      -  37 32 46.19466(N)    077 34 54.70215(W) AD(       ) 2
 GV5826  NGVD 29 (07/19/86)   66.18   (m)          217.1    (f) LEVELING    3  
 GV5826
 GV5826.Superseded values are not recommended for survey control.
 GV5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5826.See file dsdata.txt to determine how the superseded data were derived.
 GV5826
 GV5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7193658612(NAD 83)
 GV5826_MARKER: Z = SEE DESCRIPTION
 GV5826_SETTING: 0 = UNSPECIFIED SETTING
 GV5826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5826+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5826
 GV5826  HISTORY     - Date     Condition        Report By
 GV5826  HISTORY     - 1972     MONUMENTED       VA2060
 GV5826  HISTORY     - 19951011 GOOD             USPSQD
 GV5826  HISTORY     - 19991014 GOOD             USPSQD
 GV5826  HISTORY     - 20031113 GOOD             USPSQD
 GV5826
 GV5826                          STATION DESCRIPTION
 GV5826
 GV5826'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5826'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5826'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5826'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5826'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5826'CHEYENNE RD. 0.70 MILE TO TWINN VALLEY RD., THENCE WEST ON TWINN
 GV5826'VALLEY RD. 0.15 MILE TO CEDAR GROVE RD. AND POINT NO. 217.
 GV5826'
 GV5826'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5826'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5826'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5826'ABOUT 6 INCHES BELOW GROUND.
 GV5826'
 GV5826'165.7 FEET W. OF C/L OF CEDAR GROVE RD., 28.5 FEET N. W. OF C/L OF
 GV5826'ENT. TO REAR OF SCHOOL, 25.5 FEET S. W. OF CHAIN LINK FENCE CORNER,
 GV5826'9.6 FEET W. OF N. W. END OF 18 INCH C. M. PIPE.
 GV5826'
 GV5826'NEAREST TOWN--RICHMOND.
 GV5826
 GV5826                          STATION RECOVERY (1995)
 GV5826
 GV5826'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5826'RECOVERED IN GOOD CONDITION.
 GV5826
 GV5826                          STATION RECOVERY (1999)
 GV5826
 GV5826'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5826'RECOVERED IN GOOD CONDITION.
 GV5826
 GV5826                          STATION RECOVERY (2003)
 GV5826
 GV5826'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5828 ***********************************************************************
 GV5828  DESIGNATION -  218 C OF R 1972
 GV5828  PID         -  GV5828
 GV5828  STATE/COUNTY-  VA/C OF RICHMOND
 GV5828  USGS QUAD   -  BON AIR (1994)
 GV5828
 GV5828                         *CURRENT SURVEY CONTROL
 GV5828  ___________________________________________________________________
 GV5828* NAD 83(1993)-  37 32 44.68102(N)    077 35 00.37705(W)     ADJUSTED  
 GV5828* NAVD 88     -        66.43   (+/-2cm)     217.9    (feet)  VERTCON   
 GV5828  ___________________________________________________________________
 GV5828  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5828  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5828
 GV5828  HORZ ORDER  -  SECOND
 GV5828  VERT ORDER  -  THIRD ? (See Below)
 GV5828
 GV5828.The horizontal coordinates were established by classical geodetic methods
 GV5828.and adjusted by the National Geodetic Survey in November 1994..
 GV5828
 GV5828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5828.The vertical order pertains to the NGVD 29 superseded value.
 GV5828
 GV5828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5828
 GV5828.The geoid height was determined by GEOID03.
 GV5828
 GV5828;                    North         East     Units Scale Factor Converg.
 GV5828;SPC VA S     - 1,134,941.249 3,580,992.623   MT  0.99995022   +0 33 22.6
 GV5828;SPC VA S     - 3,723,553.08 11,748,639.96   sFT  0.99995022   +0 33 22.6
 GV5828;UTM  18      - 4,158,553.198   271,769.011   MT  1.00024166   -1 34 30.0
 GV5828
 GV5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5828!SPC VA S     -   0.99999471  x   0.99995022  =   0.99994493
 GV5828!UTM  18      -   0.99999471  x   1.00024166  =   1.00023637
 GV5828
 GV5828                          SUPERSEDED SURVEY CONTROL
 GV5828
 GV5828  NAD 83(1986)-  37 32 44.68714(N)    077 35 00.39395(W) AD(       ) 2
 GV5828  NAD 27      -  37 32 44.15534(N)    077 35 01.43863(W) AD(       ) 2
 GV5828  NGVD 29 (07/19/86)   66.74   (m)          219.0    (f) LEVELING    3  
 GV5828
 GV5828.Superseded values are not recommended for survey control.
 GV5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5828.See file dsdata.txt to determine how the superseded data were derived.
 GV5828
 GV5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7176958553(NAD 83)
 GV5828_MARKER: Z = SEE DESCRIPTION
 GV5828_SETTING: 0 = UNSPECIFIED SETTING
 GV5828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5828+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5828
 GV5828  HISTORY     - Date     Condition        Report By
 GV5828  HISTORY     - 1972     MONUMENTED       VA2060
 GV5828  HISTORY     - 19951011 GOOD             USPSQD
 GV5828  HISTORY     - 19991114 GOOD             USPSQD
 GV5828  HISTORY     - 20031113 GOOD             USPSQD
 GV5828  HISTORY     - 20051205 GOOD             USPSQD
 GV5828
 GV5828                          STATION DESCRIPTION
 GV5828
 GV5828'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5828'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5828'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5828'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5828'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5828'CHEYENNE RD. 0.45 MILE TO APACHE RD., THENCE WEST ON APACHE RD.
 GV5828'0.30 MILE TO GARDEN RD., THENCE SOUTH ON GARDEN RD. 0.40 MILE TO
 GV5828'POINT NO. 218.
 GV5828'
 GV5828'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5828'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5828'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5828'ABOUT 6 INCHES BELOW GROUND.
 GV5828'
 GV5828'38.0 FEET E. OF C/L OF GARDEN RD., 21.5 FEET N. OF C/L OF ENT. TO
 GV5828'SCHOOL PARKING LOT, 54.0 FEET N. OF VEPCO POLE NO. XC96, 10.1 FEET
 GV5828'S. W. OF 4 INCH PINOAK TREE.
 GV5828'
 GV5828'NEAREST TOWN--RICHMOND.
 GV5828
 GV5828                          STATION RECOVERY (1995)
 GV5828
 GV5828'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5828'RECOVERED IN GOOD CONDITION.
 GV5828
 GV5828                          STATION RECOVERY (1999)
 GV5828
 GV5828'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5828'RECOVERED IN GOOD CONDITION.
 GV5828
 GV5828                          STATION RECOVERY (2003)
 GV5828
 GV5828'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5828'RECOVERED IN GOOD CONDITION.
 GV5828
 GV5828                          STATION RECOVERY (2005)
 GV5828
 GV5828'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5829 ***********************************************************************
 GV5829  DESIGNATION -  219 C OF R 1972
 GV5829  PID         -  GV5829
 GV5829  STATE/COUNTY-  VA/C OF RICHMOND
 GV5829  USGS QUAD   -  BON AIR (1994)
 GV5829
 GV5829                         *CURRENT SURVEY CONTROL
 GV5829  ___________________________________________________________________
 GV5829* NAD 83(1993)-  37 32 54.84614(N)    077 35 02.05280(W)     ADJUSTED  
 GV5829* NAVD 88     -        58.20   (+/-2cm)     190.9    (feet)  VERTCON   
 GV5829  ___________________________________________________________________
 GV5829  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5829  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5829
 GV5829  HORZ ORDER  -  SECOND
 GV5829  VERT ORDER  -  THIRD ? (See Below)
 GV5829
 GV5829.The horizontal coordinates were established by classical geodetic methods
 GV5829.and adjusted by the National Geodetic Survey in November 1994..
 GV5829
 GV5829.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5829.The vertical order pertains to the NGVD 29 superseded value.
 GV5829
 GV5829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5829
 GV5829.The geoid height was determined by GEOID03.
 GV5829
 GV5829;                    North         East     Units Scale Factor Converg.
 GV5829;SPC VA S     - 1,135,254.210 3,580,948.451   MT  0.99995038   +0 33 21.6
 GV5829;SPC VA S     - 3,724,579.85 11,748,495.04   sFT  0.99995038   +0 33 21.6
 GV5829;UTM  18      - 4,158,867.676   271,736.498   MT  1.00024184   -1 34 31.4
 GV5829
 GV5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5829!SPC VA S     -   0.99999601  x   0.99995038  =   0.99994639
 GV5829!UTM  18      -   0.99999601  x   1.00024184  =   1.00023784
 GV5829
 GV5829                          SUPERSEDED SURVEY CONTROL
 GV5829
 GV5829  NAD 83(1986)-  37 32 54.85225(N)    077 35 02.06972(W) AD(       ) 2
 GV5829  NAD 27      -  37 32 54.32055(N)    077 35 03.11489(W) AD(       ) 2
 GV5829  NGVD 29 (07/19/86)   58.51   (m)          192.0    (f) LEVELING    3  
 GV5829
 GV5829.Superseded values are not recommended for survey control.
 GV5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5829.See file dsdata.txt to determine how the superseded data were derived.
 GV5829
 GV5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7173658868(NAD 83)
 GV5829_MARKER: Z = SEE DESCRIPTION
 GV5829_SETTING: 0 = UNSPECIFIED SETTING
 GV5829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5829+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5829
 GV5829  HISTORY     - Date     Condition        Report By
 GV5829  HISTORY     - 1972     MONUMENTED       VA2060
 GV5829  HISTORY     - 19951011 GOOD             USPSQD
 GV5829  HISTORY     - 19991014 GOOD             USPSQD
 GV5829  HISTORY     - 20031113 GOOD             USPSQD
 GV5829
 GV5829                          STATION DESCRIPTION
 GV5829
 GV5829'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5829'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5829'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5829'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5829'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5829'CHEYENNE RD. 0.45 MILE TO APACHE RD., THENCE WEST ON APACHE RD.
 GV5829'0.30 MILE TO GARDEN RD., THENCE SOUTH ON GARDEN RD. 0.20 MILE TO
 GV5829'OLD HAM RD. AND POINT NO. 219.
 GV5829'
 GV5829'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5829'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5829'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5829'ABOUT 6 INCHES BELOW GROUND.
 GV5829'CITY BENCH MARK NO. 619.
 GV5829'
 GV5829'30.4 FEET E. OF C/L OF GARDEN RD., 18.5 FEET S. OF C/L OF OLD HAM
 GV5829'RD., 40.2 FEET N. OF 6 INCH TWIN CEDAR TREE, 65.8 FEET S. W. OF
 GV5829'4 INCH SYCAMORE TREE.
 GV5829'
 GV5829'NEAREST TOWN--RICHMOND.
 GV5829
 GV5829                          STATION RECOVERY (1995)
 GV5829
 GV5829'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5829'RECOVERED IN GOOD CONDITION.
 GV5829
 GV5829                          STATION RECOVERY (1999)
 GV5829
 GV5829'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5829'RECOVERED IN GOOD CONDITION.
 GV5829
 GV5829                          STATION RECOVERY (2003)
 GV5829
 GV5829'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1722 ***********************************************************************
 GW1722  DESIGNATION -  2198.08
 GW1722  PID         -  GW1722
 GW1722  STATE/COUNTY-  VA/BATH
 GW1722  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1722
 GW1722                         *CURRENT SURVEY CONTROL
 GW1722  ___________________________________________________________________
 GW1722* NAD 83(1986)-  37 56 53.     (N)    079 52 12.     (W)     SCALED    
 GW1722* NAVD 88     -       670.097  (meters)    2198.48   (feet)  ADJUSTED  
 GW1722  ___________________________________________________________________
 GW1722  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GW1722  DYNAMIC HT  -         669.529 (meters)    2196.61  (feet)  COMP
 GW1722  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GW1722
 GW1722  VERT ORDER  -  SECOND    CLASS 0
 GW1722
 GW1722.The horizontal coordinates were scaled from a topographic map and have
 GW1722.an estimated accuracy of +/- 6 seconds.
 GW1722
 GW1722.The orthometric height was determined by differential leveling
 GW1722.and adjusted by the National Geodetic Survey in June 1991..
 GW1722
 GW1722.The geoid height was determined by GEOID03.
 GW1722
 GW1722.The dynamic height is computed by dividing the NAVD 88
 GW1722.geopotential number by the normal gravity value computed on the
 GW1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1722.degrees latitude (g = 980.6199 gals.).
 GW1722
 GW1722.The modeled gravity was interpolated from observed gravity values.
 GW1722
 GW1722;                    North         East    Units  Estimated Accuracy
 GW1722;SPC VA N     - 2,032,130.    3,379,590.      MT  (+/- 180 meters Scaled)
 GW1722
 GW1722                          SUPERSEDED SURVEY CONTROL
 GW1722
 GW1722  NGVD 29 (??/??/92)  670.208  (m)         2198.84   (f) ADJ UNCH    2 0
 GW1722
 GW1722.Superseded values are not recommended for survey control.
 GW1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1722.See file dsdata.txt to determine how the superseded data were derived.
 GW1722
 GW1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC992006(NAD 83)
 GW1722_MARKER: Q = CHISELED SQUARE
 GW1722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1722_SP_SET: BRIDGE
 GW1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1722
 GW1722  HISTORY     - Date     Condition        Report By
 GW1722  HISTORY     - UNK      MONUMENTED       USGS
 GW1722  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW1722
 GW1722                          STATION DESCRIPTION
 GW1722
 GW1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1722'4.1 MI SW FROM HOT SPRINGS.
 GW1722'ABOUT 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1722'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, AT A SMALL CONCRETE
 GW1722'BRIDGE OVER A DRAIN, AND IN THE TOP OF THE NORTHEAST END.  A
 GW1722'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6884 ***********************************************************************
 DF6884  DESIGNATION -  22 AFK
 DF6884  PID         -  DF6884
 DF6884  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6884  USGS QUAD   -  LAKE ANNA EAST (1982)
 DF6884
 DF6884                         *CURRENT SURVEY CONTROL
 DF6884  ___________________________________________________________________
 DF6884* NAD 83(1993)-  38 04 06.71631(N)    077 44 30.40964(W)     ADJUSTED  
 DF6884* NAVD 88     -        99.01   (meters)     324.8    (feet)  LEVELING  
 DF6884  ___________________________________________________________________
 DF6884  X           -   1,067,490.674 (meters)                     COMP
 DF6884  Y           -  -4,913,164.539 (meters)                     COMP
 DF6884  Z           -   3,911,476.585 (meters)                     COMP
 DF6884  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DF6884  ELLIP HEIGHT-          66.67  (meters)          (08/08/03) GPS OBS
 DF6884  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6884
 DF6884  HORZ ORDER  -  FIRST
 DF6884  VERT ORDER  -  THIRD ?
 DF6884  ELLP ORDER  -  FOURTH    CLASS II
 DF6884
 DF6884.The horizontal coordinates were established by GPS observations
 DF6884.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6884
 DF6884.The orthometric height was determined by differential leveling.
 DF6884.The vertical network tie was performed by a horz. field party for horz.
 DF6884.obs reductions. Reset procedures were used to establish the elevation.
 DF6884
 DF6884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6884
 DF6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6884
 DF6884.The ellipsoidal height was determined by GPS observations
 DF6884.and is referenced to NAD 83.
 DF6884
 DF6884.The geoid height was determined by GEOID03.
 DF6884
 DF6884;                    North         East     Units Scale Factor Converg.
 DF6884;SPC VA N     - 2,044,881.001 3,566,533.108   MT  0.99999397   +0 28 23.6
 DF6884;SPC VA N     - 6,708,913.75 11,701,200.71   sFT  0.99999397   +0 28 23.6
 DF6884;UTM  18      - 4,216,968.820   259,480.986   MT  1.00031254   -1 41 29.0
 DF6884
 DF6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6884!SPC VA N     -   0.99998954  x   0.99999397  =   0.99998351
 DF6884!UTM  18      -   0.99998954  x   1.00031254  =   1.00030208
 DF6884
 DF6884:                Primary Azimuth Mark                     Grid Az
 DF6884:SPC VA N     -  DICK                                     156 42 25.8
 DF6884:UTM  18      -  DICK                                     158 52 18.4
 DF6884
 DF6884|---------------------------------------------------------------------|
 DF6884| PID    Reference Object                     Distance      Geod. Az  |
 DF6884|                                                           dddmmss.s |
 DF6884| DF6885 DICK                                410.407 METERS 1571049.4 |
 DF6884|---------------------------------------------------------------------|
 DF6884
 DF6884                          SUPERSEDED SURVEY CONTROL
 DF6884
 DF6884.No superseded survey control is available for this station.
 DF6884
 DF6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5948116969(NAD 83)
 DF6884_MARKER: DD = SURVEY DISK
 DF6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6884_STAMPING: 22 AFK 1964 326
 DF6884_MARK LOGO: VA-177
 DF6884_PROJECTION: FLUSH
 DF6884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6884+STABILITY: SURFACE MOTION
 DF6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6884+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6884
 DF6884  HISTORY     - Date     Condition        Report By
 DF6884  HISTORY     - 20030421 MONUMENTED       USGS
 DF6884
 DF6884                          STATION DESCRIPTION
 DF6884
 DF6884'DESCRIBED BY US GEOLOGICAL SURVEY 2003 (DAR)
 DF6884'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6884'THE STATION IS
 DF6884'ABOUT 22 MILES SOUTHWEST OF FREDERICKSBURG, 12 MILES SOUTHWEST OF THE
 DF6884'SPOTSYLVANIA
 DF6884'COUNTY COURTHOUSE AND 23 MILES SOUTHEAST OF ORANGE.  THE STATION IS IN
 DF6884'FRONT OF HOUSE
 DF6884'NUMBER, 3939 LEWISTON ROAD.
 DF6884' 
 DF6884'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6884'ROAD) AND US
 DF6884'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6884'ROUTE 606 FOR
 DF6884'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6884'ON STATE ROUTE 208
 DF6884'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6884'(BLOCKHOUSE ROAD).  CONTINUE
 DF6884'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6884'INTERSECTION.  TURN LEFT
 DF6884'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6884'STATE ROUTE 602
 DF6884'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6884'SOUTHWESTERLY ON STATE
 DF6884'ROUTE 208 FOR 5.3 KM (3.3 MILES) TO AN INTERSECTION.  TURN LEFT AND GO
 DF6884'SOUTHEASTERLY ON
 DF6884'STATE ROUTE 601 (LEWISTON ROAD) FOR 6.0 KM (3.7 MILES) TO STATE ROUTE
 DF6884'614 (DICKERSON ROAD)
 DF6884'AND THE STATION ON THE LEFT.
 DF6884' 
 DF6884'THE STATION IS 28.9 METERS (95.0 FEET) SOUTHEAST (MAGNETIC BEARING OF
 DF6884'100 DEGREES) OF A
 DF6884'ROAD SIGN, 21.6 METERS (70.8 FEET) NORTHWEST (MAGNETIC BEARING OF 340
 DF6884'DEGREES) OF MAILBOX
 DF6884'FOR 3939 LEWISTON ROAD, 19.2 METERS (63.0 FEET) SOUTHEAST OF THE EDGE
 DF6884'OF PAVEMENT OF
 DF6884'DICKERSON ROAD, 7.6 METERS (25.0 FEET) NORTHEAST OF THE EDGE OF
 DF6884'PAVEMENT OF LEWISTON
 DF6884'ROAD, 1.2 METERS (4.0 FEET) NORTHWEST (MAGNETIC BEARING OF 300
 DF6884'DEGREES) OF A POWER POLE,
 DF6884'AND 0.3 METER (1.0 FOOT) SOUTHWEST (MAGNETIC BEARING OF 255 DEGREES)
 DF6884'OF A SPOTSYLVANIA
 DF6884'COUNTY WITNESS POST.  STATION 22 AFK IS INTERVISIBLE WITH STATION
 DF6884'DICK.  THE STATION IS A
 DF6884'3-1/2 INCH U.S. GEOLOGICAL SURVEY ALUMINUM SURVEY DISK SET IN A 6 INCH
 DF6884'SQUARE CONCRETE
 DF6884'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED 22 AFK 1964 326.
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884' 
 DF6884'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6986 ***********************************************************************
 HV6986  DESIGNATION -  22 B 1932
 HV6986  PID         -  HV6986
 HV6986  STATE/COUNTY-  VA/WESTMORELAND
 HV6986  USGS QUAD   -  STRATFORD HALL (1973)
 HV6986
 HV6986                         *CURRENT SURVEY CONTROL
 HV6986  ___________________________________________________________________
 HV6986* NAD 83(1993)-  38 09 52.51178(N)    076 45 07.51569(W)     ADJUSTED  
 HV6986* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6986  ___________________________________________________________________
 HV6986  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 HV6986  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HV6986
 HV6986  HORZ ORDER  -  THIRD
 HV6986
 HV6986.The horizontal coordinates were established by classical geodetic methods
 HV6986.and adjusted by the National Geodetic Survey in November 1994..
 HV6986
 HV6986.The orthometric height was scaled from a topographic map.
 HV6986
 HV6986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6986
 HV6986.The geoid height was determined by GEOID03.
 HV6986
 HV6986;                    North         East     Units Scale Factor Converg.
 HV6986;SPC VA N     - 2,056,726.185 3,653,167.282   MT  0.99997943   +1 05 27.3
 HV6986;SPC VA N     - 6,747,775.83 11,985,432.99   sFT  0.99997943   +1 05 27.3
 HV6986;SPC VA S     - 1,204,652.817 3,653,177.386   MT  1.00004212   +1 03 39.1
 HV6986;SPC VA S     - 3,952,265.12 11,985,466.14   sFT  1.00004212   +1 03 39.1
 HV6986;UTM  18      - 4,225,526.921   346,510.105   MT  0.99989015   -1 04 58.3
 HV6986
 HV6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6986!SPC VA N     -   1.00000534  x   0.99997943  =   0.99998477
 HV6986!SPC VA S     -   1.00000534  x   1.00004212  =   1.00004746
 HV6986!UTM  18      -   1.00000534  x   0.99989015  =   0.99989549
 HV6986
 HV6986:                Primary Azimuth Mark                     Grid Az
 HV6986:SPC VA N     -  BLAKISTON ISLAND LH 1860                 006 26 58.4
 HV6986:SPC VA S     -  BLAKISTON ISLAND LH 1860                 006 28 46.6
 HV6986:UTM  18      -  BLAKISTON ISLAND LH 1860                 008 37 24.0
 HV6986
 HV6986|---------------------------------------------------------------------|
 HV6986| PID    Reference Object                     Distance      Geod. Az  |
 HV6986|                                                           dddmmss.s |
 HV6986| HV6945 BLAKISTON ISLAND LH 1860            APPROX. 4.8 KM 0073225.7 |
 HV6986|---------------------------------------------------------------------|
 HV6986
 HV6986                          SUPERSEDED SURVEY CONTROL
 HV6986
 HV6986  NAD 83(1993)-  38 09 52.51009(N)    076 45 07.52042(W) AD(       ) 3
 HV6986  NAD 83(1986)-  38 09 52.51172(N)    076 45 07.53193(W) AD(       ) 3
 HV6986  NAD 27      -  38 09 52.03200(N)    076 45 08.64200(W) AD(       ) 3
 HV6986
 HV6986.Superseded values are not recommended for survey control.
 HV6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6986.See file dsdata.txt to determine how the superseded data were derived.
 HV6986
 HV6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4651025527(NAD 83)
 HV6986_MARKER: Z = SEE DESCRIPTION
 HV6986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6986+STABILITY: SURFACE MOTION
 HV6986
 HV6986  HISTORY     - Date     Condition        Report By
 HV6986  HISTORY     - 1932     MONUMENTED       VACF
 HV6986  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6986  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HV6986  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6986  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV6986
 HV6986                          STATION DESCRIPTION
 HV6986
 HV6986'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6986'STATION IS ON A LOW SAND RIDGE BETWEEN THE POTOMAC RIVER AND A
 HV6986'SMALL SHALLOW POND MARKED BY A 5-FOOT SECTION OF 1-INCH
 HV6986'GLAVANIZED-IRON PIPE SURROUNDED NEAR THE SURFACE BY A BLOCK OF
 HV6986'CONCRETE.
 HV6986
 HV6986                          STATION RECOVERY (1957)
 HV6986
 HV6986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6986'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  THERE IS
 HV6986'EVIDENCE OF CONSIDERABLE EROSION.  ACCORDING TO THE OWNER OF THE
 HV6986'PROPERTY, THIS STATION IS BELIEVED TO HAVE BEEN WASHED-OUT MANY
 HV6986'YEARS AGO.
 HV6986
 HV6986                          STATION RECOVERY (1959)
 HV6986
 HV6986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6986'STATION FOUND LYING IN THE SAND AT THE WATERS EDGE WHERE IT HAD
 HV6986'WASHED OUT.  STATION DESTROYED.
 HV6986
 HV6986                          STATION RECOVERY (1998)
 HV6986
 HV6986'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6986'MARK NOT FOUND.
 HV6986
 HV6986                          STATION RECOVERY (2003)
 HV6986
 HV6986'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5730 ***********************************************************************
 GV5730  DESIGNATION -  22 C OF R 1972
 GV5730  PID         -  GV5730
 GV5730  STATE/COUNTY-  VA/C OF RICHMOND
 GV5730  USGS QUAD   -  BON AIR (1994)
 GV5730
 GV5730                         *CURRENT SURVEY CONTROL
 GV5730  ___________________________________________________________________
 GV5730* NAD 83(1993)-  37 30 12.10897(N)    077 30 48.92443(W)     ADJUSTED  
 GV5730* NAVD 88     -        67.54   (+/-2cm)     221.6    (feet)  VERTCON   
 GV5730  ___________________________________________________________________
 GV5730  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5730  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5730
 GV5730  HORZ ORDER  -  SECOND
 GV5730  VERT ORDER  -  THIRD ? (See Below)
 GV5730
 GV5730.The horizontal coordinates were established by classical geodetic methods
 GV5730.and adjusted by the National Geodetic Survey in November 1994..
 GV5730
 GV5730.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5730.The vertical order pertains to the NGVD 29 superseded value.
 GV5730
 GV5730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5730
 GV5730.The geoid height was determined by GEOID03.
 GV5730
 GV5730;                    North         East     Units Scale Factor Converg.
 GV5730;SPC VA S     - 1,130,300.179 3,587,213.714   MT  0.99994820   +0 35 55.2
 GV5730;SPC VA S     - 3,708,326.50 11,769,050.33   sFT  0.99994820   +0 35 55.2
 GV5730;UTM  18      - 4,153,682.726   277,814.938   MT  1.00020812   -1 31 51.3
 GV5730
 GV5730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5730!SPC VA S     -   0.99999457  x   0.99994820  =   0.99994277
 GV5730!UTM  18      -   0.99999457  x   1.00020812  =   1.00020269
 GV5730
 GV5730|---------------------------------------------------------------------|
 GV5730| PID    Reference Object                     Distance      Geod. Az  |
 GV5730|                                                           dddmmss.s |
 GV5730| GV5724 131 C OF R 1972                     295.800 METERS 03544     |
 GV5730| GV5637 130 C OF R 1972                     432.973 METERS 1482144.2 |
 GV5730| GV5691 HAM                                 APPROX. 1.0 KM 2595537.2 |
 GV5730|---------------------------------------------------------------------|
 GV5730
 GV5730                          SUPERSEDED SURVEY CONTROL
 GV5730
 GV5730  NAD 83(1986)-  37 30 12.11520(N)    077 30 48.94116(W) AD(       ) 2
 GV5730  NAD 27      -  37 30 11.58396(N)    077 30 49.99152(W) AD(       ) 2
 GV5730  NGVD 29 (07/19/86)   67.85   (m)          222.6    (f) LEVELING    3  
 GV5730
 GV5730.Superseded values are not recommended for survey control.
 GV5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5730.See file dsdata.txt to determine how the superseded data were derived.
 GV5730
 GV5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7781553683(NAD 83)
 GV5730_MARKER: Z = SEE DESCRIPTION
 GV5730_SETTING: 0 = UNSPECIFIED SETTING
 GV5730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5730
 GV5730  HISTORY     - Date     Condition        Report By
 GV5730  HISTORY     - 1972     MONUMENTED       VA2060
 GV5730  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5730  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5730  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5730
 GV5730                          STATION DESCRIPTION
 GV5730
 GV5730'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5730'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5730'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5730'ROUTE 60, THENCE WEST ON ROUTE 60 1.45 MILES TO POINT NO. 22.
 GV5730'
 GV5730'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5730'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5730'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5730'ABOUT 8 INCHES BELOW GROUND.  CITY BENCH MARK NO. 488.
 GV5730'
 GV5730'19.0 FEET S. OF THE C/L OF THE EASTBOUND LANES OF RT. 60, 34.0 FEET
 GV5730'N. E. OF THE C/L OF WARWICK RD., 6.0 FEET N. E. OF VEPCO POLE NO.
 GV5730'QC43, 38.0 FEET E. OF A SEWER MANHOLE.
 GV5730'
 GV5730'NEAREST TOWN--RICHMOND.
 GV5730
 GV5730                          STATION RECOVERY (1995)
 GV5730
 GV5730'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5730'MARK NOT FOUND.
 GV5730
 GV5730                          STATION RECOVERY (1999)
 GV5730
 GV5730'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5730'MARK NOT FOUND.
 GV5730
 GV5730                          STATION RECOVERY (2003)
 GV5730
 GV5730'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3472 ***********************************************************************
 HV3472  DESIGNATION -  22 D USGS
 HV3472  PID         -  HV3472
 HV3472  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3472  USGS QUAD   -  LAKE ANNA EAST (1982)
 HV3472
 HV3472                         *CURRENT SURVEY CONTROL
 HV3472  ___________________________________________________________________
 HV3472* NAD 83(1986)-  38 02 35.     (N)    077 42 50.     (W)     SCALED    
 HV3472* NAVD 88     -        85.63   (+/-2cm)     280.9    (feet)  VERTCON   
 HV3472  ___________________________________________________________________
 HV3472  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3472
 HV3472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3472
 HV3472.The horizontal coordinates were scaled from a topographic map and have
 HV3472.an estimated accuracy of +/- 6 seconds.
 HV3472
 HV3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3472.The vertical order pertains to the NGVD 29 superseded value.
 HV3472
 HV3472.The geoid height was determined by GEOID03.
 HV3472
 HV3472;                    North         East    Units  Estimated Accuracy
 HV3472;SPC VA N     - 2,042,070.    3,569,010.      MT  (+/- 180 meters Scaled)
 HV3472
 HV3472                          SUPERSEDED SURVEY CONTROL
 HV3472
 HV3472  NGVD 29 (??/??/??)   85.910  (m)          281.86   (f) ADJUSTED    2 0
 HV3472
 HV3472.Superseded values are not recommended for survey control.
 HV3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3472.See file dsdata.txt to determine how the superseded data were derived.
 HV3472
 HV3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH618140(NAD 83)
 HV3472_MARKER: DD = SURVEY DISK
 HV3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3472_STAMPING: 22 D 1929
 HV3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3472+STABILITY: SURFACE MOTION
 HV3472
 HV3472  HISTORY     - Date     Condition        Report By
 HV3472  HISTORY     - 1929     MONUMENTED       USGS
 HV3472  HISTORY     - 1965     GOOD             CGS
 HV3472  HISTORY     - 19950219 GOOD             USPSQD
 HV3472  HISTORY     - 19981022 GOOD             USPSQD
 HV3472  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 HV3472
 HV3472                          STATION DESCRIPTION
 HV3472
 HV3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3472'0.7 MI NW FROM LEVY.
 HV3472'0.7 MILE NORTHWEST ALONG COUNTY ROAD 622 FROM THE JUNCTION OF
 HV3472'COUNTY ROAD 601 AT LEVY, SPOTSYLVANIA COUNTY, ABOUT 0.6 MILE
 HV3472'NORTHWEST OF THE HARRIS STORE, ABOUT 65 FEET NORTH OF THE
 HV3472'NORTHWEST CORNER OF THE GUNSTOCK SCHOOL, AND 22 FEET SOUTHWEST
 HV3472'OF THE CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 HV3472'SURVEY STANDARD DISK, STAMPED 22 D 1929 AND SET IN THE TOP OF
 HV3472'A CONCRETE POST.
 HV3472
 HV3472                          STATION RECOVERY (1995)
 HV3472
 HV3472'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3472'RECOVERED IN GOOD CONDITION.
 HV3472
 HV3472                          STATION RECOVERY (1998)
 HV3472
 HV3472'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3472'RECOVERED IN GOOD CONDITION.
 HV3472
 HV3472                          STATION RECOVERY (2003)
 HV3472
 HV3472'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV3472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3362 ***********************************************************************
 HV3362  DESIGNATION -  22 M RM USGS
 HV3362  PID         -  HV3362
 HV3362  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3362  USGS QUAD   -  BELMONT (1983)
 HV3362
 HV3362                         *CURRENT SURVEY CONTROL
 HV3362  ___________________________________________________________________
 HV3362* NAD 83(1986)-  38 11 23.     (N)    077 46 28.     (W)     SCALED    
 HV3362* NAVD 88     -       128.506  (meters)     421.61   (feet)  ADJUSTED  
 HV3362  ___________________________________________________________________
 HV3362  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3362  DYNAMIC HT  -         128.422 (meters)     421.33  (feet)  COMP
 HV3362  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 HV3362
 HV3362  VERT ORDER  -  SECOND    CLASS 0
 HV3362
 HV3362.The horizontal coordinates were scaled from a topographic map and have
 HV3362.an estimated accuracy of +/- 6 seconds.
 HV3362
 HV3362.The orthometric height was determined by differential leveling
 HV3362.and adjusted by the National Geodetic Survey in June 1991..
 HV3362
 HV3362.The geoid height was determined by GEOID03.
 HV3362
 HV3362.The dynamic height is computed by dividing the NAVD 88
 HV3362.geopotential number by the normal gravity value computed on the
 HV3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3362.degrees latitude (g = 980.6199 gals.).
 HV3362
 HV3362.The modeled gravity was interpolated from observed gravity values.
 HV3362
 HV3362;                    North         East    Units  Estimated Accuracy
 HV3362;SPC VA N     - 2,058,310.    3,563,560.      MT  (+/- 180 meters Scaled)
 HV3362
 HV3362                          SUPERSEDED SURVEY CONTROL
 HV3362
 HV3362  NGVD 29 (??/??/??)  128.757  (m)          422.43   (f) ADJUSTED    2 0
 HV3362
 HV3362.Superseded values are not recommended for survey control.
 HV3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3362.See file dsdata.txt to determine how the superseded data were derived.
 HV3362
 HV3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH570305(NAD 83)
 HV3362_MARKER: N = NAIL
 HV3362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3362_SP_SET: OAK TREE ROOT
 HV3362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3362
 HV3362  HISTORY     - Date     Condition        Report By
 HV3362  HISTORY     - UNK      MONUMENTED       USGS
 HV3362  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3362  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3362
 HV3362                          STATION DESCRIPTION
 HV3362
 HV3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3362'3.8 MI NW FROM MARGO.
 HV3362'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 209 FROM THE SCHOOL
 HV3362'AT MARGO, SPOTSYLVANIA COUNTY, ABOUT 80 FEET NORTH OF BENCH
 HV3362'MARK 22 M (U.S.G.S.), DESCRIBED ABOVE, 40 FEET NORTH OF THE
 HV3362'CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A 14-INCH OAK
 HV3362'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HV3362'WASHER.  NOTE-- THE TREE IS GONE.
 HV3362
 HV3362                          STATION RECOVERY (1998)
 HV3362
 HV3362'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3361 ***********************************************************************
 HV3361  DESIGNATION -  22 M USGS
 HV3361  PID         -  HV3361
 HV3361  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3361  USGS QUAD   -  BELMONT (1983)
 HV3361
 HV3361                         *CURRENT SURVEY CONTROL
 HV3361  ___________________________________________________________________
 HV3361* NAD 83(1986)-  38 11 23.     (N)    077 46 28.     (W)     SCALED    
 HV3361* NAVD 88     -       128.993  (meters)     423.20   (feet)  ADJUSTED  
 HV3361  ___________________________________________________________________
 HV3361  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3361  DYNAMIC HT  -         128.909 (meters)     422.93  (feet)  COMP
 HV3361  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 HV3361
 HV3361  VERT ORDER  -  SECOND    CLASS 0
 HV3361
 HV3361.The horizontal coordinates were scaled from a topographic map and have
 HV3361.an estimated accuracy of +/- 6 seconds.
 HV3361
 HV3361.The orthometric height was determined by differential leveling
 HV3361.and adjusted by the National Geodetic Survey in June 1991..
 HV3361
 HV3361.The geoid height was determined by GEOID03.
 HV3361
 HV3361.The dynamic height is computed by dividing the NAVD 88
 HV3361.geopotential number by the normal gravity value computed on the
 HV3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3361.degrees latitude (g = 980.6199 gals.).
 HV3361
 HV3361.The modeled gravity was interpolated from observed gravity values.
 HV3361
 HV3361;                    North         East    Units  Estimated Accuracy
 HV3361;SPC VA N     - 2,058,310.    3,563,560.      MT  (+/- 180 meters Scaled)
 HV3361
 HV3361                          SUPERSEDED SURVEY CONTROL
 HV3361
 HV3361  NGVD 29 (??/??/??)  129.244  (m)          424.03   (f) ADJUSTED    2 0
 HV3361
 HV3361.Superseded values are not recommended for survey control.
 HV3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3361.See file dsdata.txt to determine how the superseded data were derived.
 HV3361
 HV3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH570305(NAD 83)
 HV3361_MARKER: DD = SURVEY DISK
 HV3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3361_STAMPING: 22 M 1934
 HV3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3361+STABILITY: SURFACE MOTION
 HV3361
 HV3361  HISTORY     - Date     Condition        Report By
 HV3361  HISTORY     - 1934     MONUMENTED       USGS
 HV3361  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3361  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3361
 HV3361                          STATION DESCRIPTION
 HV3361
 HV3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3361'3.8 MI NW FROM MARGO.
 HV3361'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 209 FROM THE SCHOOL AT
 HV3361'MARGO, SPOTSYLVANIA COUNTY, 48 FEET SOUTH OF THE CENTER LINE OF
 HV3361'THE HIGHWAY, AND 6 FEET NORTH OF A PINE TREE.  A UNITED STATES
 HV3361'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 22 M 1934 AND SET IN THE
 HV3361'TOP OF A CONCRETE POST.
 HV3361
 HV3361                          STATION RECOVERY (1998)
 HV3361
 HV3361'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1732 ***********************************************************************
 GW1732  DESIGNATION -  22 S
 GW1732  PID         -  GW1732
 GW1732  STATE/COUNTY-  VA/ALLEGHANY
 GW1732  USGS QUAD   -  COVINGTON (1984)
 GW1732
 GW1732                         *CURRENT SURVEY CONTROL
 GW1732  ___________________________________________________________________
 GW1732* NAD 83(1986)-  37 52 10.     (N)    079 56 41.     (W)     SCALED    
 GW1732* NAVD 88     -       658.961  (meters)    2161.94   (feet)  ADJUSTED  
 GW1732  ___________________________________________________________________
 GW1732  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW1732  DYNAMIC HT  -         658.410 (meters)    2160.13  (feet)  COMP
 GW1732  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 GW1732
 GW1732  VERT ORDER  -  SECOND    CLASS 0
 GW1732
 GW1732.The horizontal coordinates were scaled from a topographic map and have
 GW1732.an estimated accuracy of +/- 6 seconds.
 GW1732
 GW1732.The orthometric height was determined by differential leveling
 GW1732.and adjusted by the National Geodetic Survey in June 1991..
 GW1732
 GW1732.The geoid height was determined by GEOID03.
 GW1732
 GW1732.The dynamic height is computed by dividing the NAVD 88
 GW1732.geopotential number by the normal gravity value computed on the
 GW1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1732.degrees latitude (g = 980.6199 gals.).
 GW1732
 GW1732.The modeled gravity was interpolated from observed gravity values.
 GW1732
 GW1732;                    North         East    Units  Estimated Accuracy
 GW1732;SPC VA S     - 1,171,450.    3,372,890.      MT  (+/- 180 meters Scaled)
 GW1732
 GW1732                          SUPERSEDED SURVEY CONTROL
 GW1732
 GW1732  NGVD 29 (??/??/92)  659.112  (m)         2162.44   (f) ADJ UNCH    2 0
 GW1732
 GW1732.Superseded values are not recommended for survey control.
 GW1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1732.See file dsdata.txt to determine how the superseded data were derived.
 GW1732
 GW1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB928918(NAD 83)
 GW1732_MARKER: DD = SURVEY DISK
 GW1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1732_STAMPING: 22 S 1928
 GW1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1732+STABILITY: SURFACE MOTION
 GW1732
 GW1732  HISTORY     - Date     Condition        Report By
 GW1732  HISTORY     - 1928     MONUMENTED       USGS
 GW1732  HISTORY     - 1962     GOOD             NGS
 GW1732
 GW1732                          STATION DESCRIPTION
 GW1732
 GW1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1732'7.9 MI NE FROM COVINGTON.
 GW1732'ABOUT 7.9 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 GW1732'OFFICE AT COVINGTON, ALLEGHANY COUNTY, ABOUT 133 YARDS NORTHEAST
 GW1732'OF FALLING SPRINGS BRANCH BRIDGE, ABOUT 80 FEET WEST OF A ROCK
 GW1732'BLUFF, 40 FEET EAST OF THE CENTER OF THE CROSSING OF A ROAD
 GW1732'LEADING WEST, BETWEEN A WALNUT AND AN ELM TREE, AT THE FENCE,
 GW1732'AND ABOUT ONE-HALF FOOT ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 GW1732'SURVEY STANDARD DISK, STAMPED 22 S 1928 AND SET IN THE TOP
 GW1732'OF A CONCRETE POST.  THE ELM TREE IS GONE.  MARK IS AT THE
 GW1732'INTERSECTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 640.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2648 ***********************************************************************
 HV2648  DESIGNATION -  22 SOURR
 HV2648  PID         -  HV2648
 HV2648  STATE/COUNTY-  VA/FAIRFAX
 HV2648  USGS QUAD   -  FAIRFAX (1994)
 HV2648
 HV2648                         *CURRENT SURVEY CONTROL
 HV2648  ___________________________________________________________________
 HV2648* NAD 83(1986)-  38 47 57.     (N)    077 18 24.     (W)     SCALED    
 HV2648* NAVD 88     -       100.576  (meters)     329.97   (feet)  ADJUSTED  
 HV2648  ___________________________________________________________________
 HV2648  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV2648  DYNAMIC HT  -         100.520 (meters)     329.79  (feet)  COMP
 HV2648  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 HV2648
 HV2648  VERT ORDER  -  SECOND    CLASS 0
 HV2648
 HV2648.The horizontal coordinates were scaled from a topographic map and have
 HV2648.an estimated accuracy of +/- 6 seconds.
 HV2648
 HV2648.The orthometric height was determined by differential leveling
 HV2648.and adjusted by the National Geodetic Survey in June 1991..
 HV2648
 HV2648.The geoid height was determined by GEOID03.
 HV2648
 HV2648.The dynamic height is computed by dividing the NAVD 88
 HV2648.geopotential number by the normal gravity value computed on the
 HV2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2648.degrees latitude (g = 980.6199 gals.).
 HV2648
 HV2648.The modeled gravity was interpolated from observed gravity values.
 HV2648
 HV2648;                    North         East    Units  Estimated Accuracy
 HV2648;SPC VA N     - 2,126,380.    3,603,660.      MT  (+/- 180 meters Scaled)
 HV2648
 HV2648                          SUPERSEDED SURVEY CONTROL
 HV2648
 HV2648  NGVD 29 (??/??/??)  100.816  (m)          330.76   (f) ADJUSTED    2 0
 HV2648
 HV2648.Superseded values are not recommended for survey control.
 HV2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2648.See file dsdata.txt to determine how the superseded data were derived.
 HV2648
 HV2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH996970(NAD 83)
 HV2648_MARKER: Z = SEE DESCRIPTION
 HV2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2648_STAMPING: 22
 HV2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2648+STABILITY: SURFACE MOTION
 HV2648
 HV2648  HISTORY     - Date     Condition        Report By
 HV2648  HISTORY     - UNK      MONUMENTED       SOURR
 HV2648  HISTORY     - 1934     GOOD             CGS
 HV2648  HISTORY     - 1941     GOOD             CGS
 HV2648
 HV2648                          STATION DESCRIPTION
 HV2648
 HV2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HV2648'AT SIDEBURN.
 HV2648'AT SIDEBURN, FAIRFAX COUNTY, ON THE SOUTHERN RAILWAY, 680 FEET
 HV2648'EAST OF THE STATION, 320 FEET EAST OF MILEPOST W 22, 40 FEET
 HV2648'NORTH OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT 12
 HV2648'FEET HIGHER THAN THE TRACK.  A COPPER PLUG, STAMPED 22 AND SET
 HV2648'IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
 HV2648
 HV2648                          STATION RECOVERY (1941)
 HV2648
 HV2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0918 ***********************************************************************
 GV0918  DESIGNATION -  22 USGS
 GV0918  PID         -  GV0918
 GV0918  STATE/COUNTY-  VA/ESSEX
 GV0918  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0918
 GV0918                         *CURRENT SURVEY CONTROL
 GV0918  ___________________________________________________________________
 GV0918* NAD 83(1986)-  37 55 42.     (N)    076 51 38.     (W)     SCALED    
 GV0918* NAVD 88     -         6.302  (meters)      20.68   (feet)  ADJUSTED  
 GV0918  ___________________________________________________________________
 GV0918  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 GV0918  DYNAMIC HT  -           6.298 (meters)      20.66  (feet)  COMP
 GV0918  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 GV0918
 GV0918  VERT ORDER  -  SECOND    CLASS 0
 GV0918
 GV0918.The horizontal coordinates were scaled from a topographic map and have
 GV0918.an estimated accuracy of +/- 6 seconds.
 GV0918
 GV0918.The orthometric height was determined by differential leveling
 GV0918.and adjusted by the National Geodetic Survey in June 1991..
 GV0918
 GV0918.The geoid height was determined by GEOID03.
 GV0918
 GV0918.The dynamic height is computed by dividing the NAVD 88
 GV0918.geopotential number by the normal gravity value computed on the
 GV0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0918.degrees latitude (g = 980.6199 gals.).
 GV0918
 GV0918.The modeled gravity was interpolated from observed gravity values.
 GV0918
 GV0918;                    North         East    Units  Estimated Accuracy
 GV0918;SPC VA S     - 1,178,260.    3,644,130.      MT  (+/- 180 meters Scaled)
 GV0918
 GV0918                          SUPERSEDED SURVEY CONTROL
 GV0918
 GV0918  NGVD 29 (05/17/90)    6.547  (m)           21.48   (f) ADJUSTED    2 0
 GV0918
 GV0918.Superseded values are not recommended for survey control.
 GV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0918.See file dsdata.txt to determine how the superseded data were derived.
 GV0918
 GV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG364994(NAD 83)
 GV0918_MARKER: DD = SURVEY DISK
 GV0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0918_SP_SET: DOOR STEP
 GV0918_STAMPING: 21.768 VA 1916 22
 GV0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0918
 GV0918  HISTORY     - Date     Condition        Report By
 GV0918  HISTORY     - 1916     MONUMENTED       USGS
 GV0918  HISTORY     - 1962     GOOD             CGS
 GV0918  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0918  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0918  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0918
 GV0918                          STATION DESCRIPTION
 GV0918
 GV0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0918'AT TAPPAHANNOCK.
 GV0918'AT TAPPAHANNOCK, ESSEX COUNTY, AT THE NORTH ENTRANCE TO THE SOUTH
 GV0918'SIDE BANK, IN THE CENTER OF THE TOP OF THE STONE DOORSTEP, AND
 GV0918'ABOUT 3 INCHES ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 GV0918'SURVEY STANDARD DISK, STAMPED 21.768 VA 1916 22.  NOTE-- IT WAS
 GV0918'REPORTED IN MARCH 1951 THAT THE BENCH MARK HAS BEEN WALKED ON
 GV0918'FOR SO LONG THAT IS HAS BEEN WORN DOWN, AND THE STAMPING ON THE
 GV0918'DISK HAS BEEN PRACTIALLY OBLITERATED.  NOTE-- THE FRONT OF THE BANK
 GV0918'BUILDING HAS BEEN COMPLETLY REDECORATED.
 GV0918
 GV0918                          STATION RECOVERY (1971)
 GV0918
 GV0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0918'MARK NOT FOUND.
 GV0918
 GV0918                          STATION RECOVERY (1999)
 GV0918
 GV0918'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0918'MARK NOT FOUND.
 GV0918
 GV0918                          STATION RECOVERY (2004)
 GV0918
 GV0918'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5830 ***********************************************************************
 GV5830  DESIGNATION -  220 C OF R 1972
 GV5830  PID         -  GV5830
 GV5830  STATE/COUNTY-  VA/C OF RICHMOND
 GV5830  USGS QUAD   -  BON AIR (1994)
 GV5830
 GV5830                         *CURRENT SURVEY CONTROL
 GV5830  ___________________________________________________________________
 GV5830* NAD 83(1993)-  37 33 02.54314(N)    077 35 04.29448(W)     ADJUSTED  
 GV5830* NAVD 88     -        57.03   (+/-2cm)     187.1    (feet)  VERTCON   
 GV5830  ___________________________________________________________________
 GV5830  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5830  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV5830
 GV5830  HORZ ORDER  -  SECOND
 GV5830  VERT ORDER  -  THIRD ? (See Below)
 GV5830
 GV5830.The horizontal coordinates were established by classical geodetic methods
 GV5830.and adjusted by the National Geodetic Survey in November 1994..
 GV5830
 GV5830.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5830.The vertical order pertains to the NGVD 29 superseded value.
 GV5830
 GV5830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5830
 GV5830.The geoid height was determined by GEOID03.
 GV5830
 GV5830;                    North         East     Units Scale Factor Converg.
 GV5830;SPC VA S     - 1,135,490.952 3,580,891.129   MT  0.99995050   +0 33 20.2
 GV5830;SPC VA S     - 3,725,356.57 11,748,306.98   sFT  0.99995050   +0 33 20.2
 GV5830;UTM  18      - 4,159,106.456   271,688.007   MT  1.00024211   -1 34 33.1
 GV5830
 GV5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5830!SPC VA S     -   0.99999619  x   0.99995050  =   0.99994669
 GV5830!UTM  18      -   0.99999619  x   1.00024211  =   1.00023830
 GV5830
 GV5830                          SUPERSEDED SURVEY CONTROL
 GV5830
 GV5830  NAD 83(1986)-  37 33 02.54922(N)    077 35 04.31141(W) AD(       ) 2
 GV5830  NAD 27      -  37 33 02.01758(N)    077 35 05.35694(W) AD(       ) 2
 GV5830  NGVD 29 (07/19/86)   57.34   (m)          188.1    (f) LEVELING    3  
 GV5830
 GV5830.Superseded values are not recommended for survey control.
 GV5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5830.See file dsdata.txt to determine how the superseded data were derived.
 GV5830
 GV5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7168859106(NAD 83)
 GV5830_MARKER: Z = SEE DESCRIPTION
 GV5830_SETTING: 0 = UNSPECIFIED SETTING
 GV5830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5830+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5830
 GV5830  HISTORY     - Date     Condition        Report By
 GV5830  HISTORY     - 1972     MONUMENTED       VA2060
 GV5830  HISTORY     - 19951011 GOOD             USPSQD
 GV5830  HISTORY     - 19991014 GOOD             USPSQD
 GV5830  HISTORY     - 20031113 GOOD             USPSQD
 GV5830  HISTORY     - 20051205 GOOD             USPSQD
 GV5830
 GV5830                          STATION DESCRIPTION
 GV5830
 GV5830'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5830'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5830'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5830'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5830'WEST ON CHEROKEE RD. 1.70 MILES TO CHEYENNE RD., THENCE SOUTH ON
 GV5830'CHEYENNE RD. 0.45 MILE TO APACHE RD., THENCE WEST ON APACHE RD.
 GV5830'0.30 MILE TO POINT NO. 220.
 GV5830'
 GV5830'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5830'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5830'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5830'ABOUT 6 INCHES BELOW GROUND.
 GV5830'
 GV5830'27.3 FEET S. OF C/L OF APACHE RD., 40.6 FEET E. OF C/L OF GARDEN RD.,
 GV5830'29.6 FEET N. E. OF FIRE HYDRANT, 8.2 FEET W. OF 14 INCH PINE TREE.
 GV5830'
 GV5830'NEAREST TOWN--RICHMOND.
 GV5830
 GV5830                          STATION RECOVERY (1995)
 GV5830
 GV5830'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5830'RECOVERED IN GOOD CONDITION.
 GV5830
 GV5830                          STATION RECOVERY (1999)
 GV5830
 GV5830'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5830'RECOVERED IN GOOD CONDITION.
 GV5830
 GV5830                          STATION RECOVERY (2003)
 GV5830
 GV5830'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5830'RECOVERED IN GOOD CONDITION.
 GV5830
 GV5830                          STATION RECOVERY (2005)
 GV5830
 GV5830'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1480 ***********************************************************************
 GW1480  DESIGNATION -  220.0
 GW1480  PID         -  GW1480
 GW1480  STATE/COUNTY-  VA/BEDFORD
 GW1480  USGS QUAD   -  MONETA (1982)
 GW1480
 GW1480                         *CURRENT SURVEY CONTROL
 GW1480  ___________________________________________________________________
 GW1480* NAD 83(1986)-  37 11 07.     (N)    079 35 37.     (W)     SCALED    
 GW1480* NAVD 88     -       247.337  (meters)     811.47   (feet)  ADJUSTED  
 GW1480  ___________________________________________________________________
 GW1480  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW1480  DYNAMIC HT  -         247.142 (meters)     810.83  (feet)  COMP
 GW1480  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 GW1480
 GW1480  VERT ORDER  -  SECOND    CLASS 0
 GW1480
 GW1480.The horizontal coordinates were scaled from a topographic map and have
 GW1480.an estimated accuracy of +/- 6 seconds.
 GW1480
 GW1480.The orthometric height was determined by differential leveling
 GW1480.and adjusted by the National Geodetic Survey in June 1991..
 GW1480
 GW1480.The geoid height was determined by GEOID03.
 GW1480
 GW1480.The dynamic height is computed by dividing the NAVD 88
 GW1480.geopotential number by the normal gravity value computed on the
 GW1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1480.degrees latitude (g = 980.6199 gals.).
 GW1480
 GW1480.The modeled gravity was interpolated from observed gravity values.
 GW1480
 GW1480;                    North         East    Units  Estimated Accuracy
 GW1480;SPC VA S     - 1,095,110.    3,402,900.      MT  (+/- 180 meters Scaled)
 GW1480
 GW1480                          SUPERSEDED SURVEY CONTROL
 GW1480
 GW1480  NGVD 29 (??/??/92)  247.571  (m)          812.24   (f) ADJ UNCH    2 0
 GW1480
 GW1480.Superseded values are not recommended for survey control.
 GW1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1480.See file dsdata.txt to determine how the superseded data were derived.
 GW1480
 GW1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB248163(NAD 83)
 GW1480_MARKER: Q = CHISELED SQUARE
 GW1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1480_SP_SET: FOOTING
 GW1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1480
 GW1480  HISTORY     - Date     Condition        Report By
 GW1480  HISTORY     - UNK      MONUMENTED       VARR
 GW1480  HISTORY     - 1935     GOOD             NGS
 GW1480
 GW1480                          STATION DESCRIPTION
 GW1480
 GW1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1480'1.4 MI E FROM MONETA.
 GW1480'ABOUT 1.4 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1480'AT MONETA, BEDFORD COUNTY, 4 FEET SOUTH OF THE SOUTH RAIL, AND
 GW1480'ON TOP OF THE FOOTING OF THE SOUTHEAST SUPPORT OF AN OVERHEAD
 GW1480'BRIDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0318 ***********************************************************************
 GW0318  DESIGNATION -  2200
 GW0318  PID         -  GW0318
 GW0318  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0318  USGS QUAD   -  FARMVILLE (1981)
 GW0318
 GW0318                         *CURRENT SURVEY CONTROL
 GW0318  ___________________________________________________________________
 GW0318* NAD 83(1986)-  37 17 21.     (N)    078 23 51.     (W)     SCALED    
 GW0318* NAVD 88     -       126.388  (meters)     414.66   (feet)  ADJUSTED  
 GW0318  ___________________________________________________________________
 GW0318  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW0318  DYNAMIC HT  -         126.299 (meters)     414.37  (feet)  COMP
 GW0318  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 GW0318
 GW0318  VERT ORDER  -  SECOND    CLASS 0
 GW0318
 GW0318.The horizontal coordinates were scaled from a topographic map and have
 GW0318.an estimated accuracy of +/- 6 seconds.
 GW0318
 GW0318.The orthometric height was determined by differential leveling
 GW0318.and adjusted by the National Geodetic Survey in June 1991..
 GW0318
 GW0318.The geoid height was determined by GEOID03.
 GW0318
 GW0318.The dynamic height is computed by dividing the NAVD 88
 GW0318.geopotential number by the normal gravity value computed on the
 GW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0318.degrees latitude (g = 980.6199 gals.).
 GW0318
 GW0318.The modeled gravity was interpolated from observed gravity values.
 GW0318
 GW0318;                    North         East    Units  Estimated Accuracy
 GW0318;SPC VA S     - 1,106,080.    3,509,090.      MT  (+/- 180 meters Scaled)
 GW0318
 GW0318                          SUPERSEDED SURVEY CONTROL
 GW0318
 GW0318  NGVD 29 (??/??/92)  126.66   (m)          415.6    (f) COMPUTED    2 0
 GW0318
 GW0318.Superseded values are not recommended for survey control.
 GW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0318.See file dsdata.txt to determine how the superseded data were derived.
 GW0318
 GW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB307301(NAD 83)
 GW0318_MARKER: DB = BENCH MARK DISK
 GW0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0318_STAMPING: 2200
 GW0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0318+STABILITY: SURFACE MOTION
 GW0318
 GW0318  HISTORY     - Date     Condition        Report By
 GW0318  HISTORY     - 1935     MONUMENTED       VAGS
 GW0318  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0318
 GW0318                          STATION DESCRIPTION
 GW0318
 GW0318'DESCRIBED BY VIRGINIA GEODETIC SURVEY 1935
 GW0318'AT FARMVILLE.
 GW0318'2200 IS LOCATED 1 MILE SOUTH OF THE POST OFFICE IN FARMVILLE
 GW0318'ALONG U.S. HIGHWAY 15, 3 TELEPHONE POLES SOUTH OF FORKS IN
 GW0318'THE HIGHWAY, 2 TELEPHONE POLES NORTH OF THE ENTRANCE TO A
 GW0318'CEMETERY, 27 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 15,
 GW0318'26 FEET SOUTH OF A TELEPHONE POLE, 24 FEET NORTH OF SIGN, 1
 GW0318'MILE TO PEOPLES NATIONAL BANK.  A 6 IN X 6 IN CONCRETE POST
 GW0318'SET 6 IN ABOVE GROUND.
 GW0318
 GW0318                          STATION RECOVERY (2001)
 GW0318
 GW0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0320 ***********************************************************************
 GW0320  DESIGNATION -  2201
 GW0320  PID         -  GW0320
 GW0320  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0320  USGS QUAD   -  FARMVILLE (1981)
 GW0320
 GW0320                         *CURRENT SURVEY CONTROL
 GW0320  ___________________________________________________________________
 GW0320* NAD 83(1986)-  37 17 12.     (N)    078 23 49.     (W)     SCALED    
 GW0320* NAVD 88     -       131.515  (meters)     431.48   (feet)  ADJUSTED  
 GW0320  ___________________________________________________________________
 GW0320  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW0320  DYNAMIC HT  -         131.422 (meters)     431.17  (feet)  COMP
 GW0320  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 GW0320
 GW0320  VERT ORDER  -  SECOND    CLASS 0
 GW0320
 GW0320.The horizontal coordinates were scaled from a topographic map and have
 GW0320.an estimated accuracy of +/- 6 seconds.
 GW0320
 GW0320.The orthometric height was determined by differential leveling
 GW0320.and adjusted by the National Geodetic Survey in June 1991..
 GW0320
 GW0320.The geoid height was determined by GEOID03.
 GW0320
 GW0320.The dynamic height is computed by dividing the NAVD 88
 GW0320.geopotential number by the normal gravity value computed on the
 GW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0320.degrees latitude (g = 980.6199 gals.).
 GW0320
 GW0320.The modeled gravity was interpolated from observed gravity values.
 GW0320
 GW0320;                    North         East    Units  Estimated Accuracy
 GW0320;SPC VA S     - 1,105,800.    3,509,140.      MT  (+/- 180 meters Scaled)
 GW0320
 GW0320                          SUPERSEDED SURVEY CONTROL
 GW0320
 GW0320  NGVD 29 (??/??/92)  131.79   (m)          432.4    (f) COMPUTED    2 0
 GW0320
 GW0320.Superseded values are not recommended for survey control.
 GW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0320.See file dsdata.txt to determine how the superseded data were derived.
 GW0320
 GW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB307298(NAD 83)
 GW0320_MARKER: DB = BENCH MARK DISK
 GW0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0320_STAMPING: 2201
 GW0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0320+STABILITY: SURFACE MOTION
 GW0320
 GW0320  HISTORY     - Date     Condition        Report By
 GW0320  HISTORY     - 1935     MONUMENTED       VAGS
 GW0320  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0320
 GW0320                          STATION DESCRIPTION
 GW0320
 GW0320'DESCRIBED BY VIRGINIA GEODETIC SURVEY 1935
 GW0320'AT FARMVILLE.
 GW0320'2201 IS LOCATED 1.1 MILES SOUTH OF THE POST OFFICE AT FARMVILLE,
 GW0320'AT THE SOUTHEAST CORNER OF A CEMETERY, 32 FEET NORTH OF THE
 GW0320'CENTERLINE OF A DIRT ROAD SOUTH OF THE CEMETERY, 23 FEET WEST
 GW0320'OF THE CENTERLINE OF U.S. HIGHWAY 15.  A 6 IN X 6 IN CONCRETE
 GW0320'POST SET 5 IN ABOVE GROUND.
 GW0320
 GW0320                          STATION RECOVERY (2001)
 GW0320
 GW0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5833 ***********************************************************************
 GV5833  DESIGNATION -  221 C OF R 1972
 GV5833  PID         -  GV5833
 GV5833  STATE/COUNTY-  VA/C OF RICHMOND
 GV5833  USGS QUAD   -  BON AIR (1994)
 GV5833
 GV5833                         *CURRENT SURVEY CONTROL
 GV5833  ___________________________________________________________________
 GV5833* NAD 83(1993)-  37 33 02.58701(N)    077 35 09.89277(W)     ADJUSTED  
 GV5833* NAVD 88     -        62.29   (+/-2cm)     204.4    (feet)  VERTCON   
 GV5833  ___________________________________________________________________
 GV5833  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5833  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV5833
 GV5833  HORZ ORDER  -  SECOND
 GV5833  VERT ORDER  -  THIRD ? (See Below)
 GV5833
 GV5833.The horizontal coordinates were established by classical geodetic methods
 GV5833.and adjusted by the National Geodetic Survey in November 1994..
 GV5833
 GV5833.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5833.The vertical order pertains to the NGVD 29 superseded value.
 GV5833
 GV5833.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5833
 GV5833.The geoid height was determined by GEOID03.
 GV5833
 GV5833;                    North         East     Units Scale Factor Converg.
 GV5833;SPC VA S     - 1,135,490.973 3,580,753.714   MT  0.99995050   +0 33 16.8
 GV5833;SPC VA S     - 3,725,356.63 11,747,856.14   sFT  0.99995050   +0 33 16.8
 GV5833;UTM  18      - 4,159,111.589   271,550.647   MT  1.00024289   -1 34 36.5
 GV5833
 GV5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5833!SPC VA S     -   0.99999536  x   0.99995050  =   0.99994586
 GV5833!UTM  18      -   0.99999536  x   1.00024289  =   1.00023825
 GV5833
 GV5833                          SUPERSEDED SURVEY CONTROL
 GV5833
 GV5833  NAD 83(1986)-  37 33 02.59309(N)    077 35 09.90973(W) AD(       ) 2
 GV5833  NAD 27      -  37 33 02.06125(N)    077 35 10.95506(W) AD(       ) 2
 GV5833  NGVD 29 (07/19/86)   62.60   (m)          205.4    (f) LEVELING    3  
 GV5833
 GV5833.Superseded values are not recommended for survey control.
 GV5833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5833.See file dsdata.txt to determine how the superseded data were derived.
 GV5833
 GV5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7155159112(NAD 83)
 GV5833_MARKER: Z = SEE DESCRIPTION
 GV5833_SETTING: 0 = UNSPECIFIED SETTING
 GV5833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5833+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5833
 GV5833  HISTORY     - Date     Condition        Report By
 GV5833  HISTORY     - 1972     MONUMENTED       VA2060
 GV5833  HISTORY     - 19951011 GOOD             USPSQD
 GV5833  HISTORY     - 19991014 GOOD             USPSQD
 GV5833  HISTORY     - 20031113 GOOD             USPSQD
 GV5833
 GV5833                          STATION DESCRIPTION
 GV5833
 GV5833'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5833'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5833'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5833'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5833'WEST ON CHEROKEE RD. 2.40 MILES TO SOUTHAVEN RD., THENCE SOUTH ON
 GV5833'SOUTHAVEN RD. 0.35 MILE TO POINT NO. 221.
 GV5833'
 GV5833'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5833'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5833'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5833'ABOUT 6 INCHES BELOW GROUND.
 GV5833'
 GV5833'26.3 FEET S.E. OF C/L OF APACHE RD., 40.1 FEET S.W. OF C/L APACHE
 GV5833'RD., 78.3 FEET S.E. OF FIRE HYDRANT, 11.8 FEET N.W. OF 10 INCHES
 GV5833'TWIN OAK TREE.
 GV5833'
 GV5833'NEAREST TOWN--RICHMOND.
 GV5833
 GV5833                          STATION RECOVERY (1995)
 GV5833
 GV5833'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5833'RECOVERED IN GOOD CONDITION.
 GV5833
 GV5833                          STATION RECOVERY (1999)
 GV5833
 GV5833'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5833'RECOVERED IN GOOD CONDITION.
 GV5833
 GV5833                          STATION RECOVERY (2003)
 GV5833
 GV5833'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5833'MARK IS 1 FOOT SE OF NEW POLE WG41
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5836 ***********************************************************************
 GV5836  DESIGNATION -  222 C OF R 1972
 GV5836  PID         -  GV5836
 GV5836  STATE/COUNTY-  VA/C OF RICHMOND
 GV5836  USGS QUAD   -  BON AIR (1994)
 GV5836
 GV5836                         *CURRENT SURVEY CONTROL
 GV5836  ___________________________________________________________________
 GV5836* NAD 83(1993)-  37 33 08.17682(N)    077 35 14.07384(W)     ADJUSTED  
 GV5836* NAVD 88     -        60.87   (+/-2cm)     199.7    (feet)  VERTCON   
 GV5836  ___________________________________________________________________
 GV5836  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV5836  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV5836
 GV5836  HORZ ORDER  -  SECOND
 GV5836  VERT ORDER  -  THIRD ? (See Below)
 GV5836
 GV5836.The horizontal coordinates were established by classical geodetic methods
 GV5836.and adjusted by the National Geodetic Survey in November 1994..
 GV5836
 GV5836.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5836.The vertical order pertains to the NGVD 29 superseded value.
 GV5836
 GV5836.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5836
 GV5836.The geoid height was determined by GEOID03.
 GV5836
 GV5836;                    North         East     Units Scale Factor Converg.
 GV5836;SPC VA S     - 1,135,662.297 3,580,649.429   MT  0.99995058   +0 33 14.3
 GV5836;SPC VA S     - 3,725,918.72 11,747,514.00   sFT  0.99995058   +0 33 14.3
 GV5836;UTM  18      - 4,159,286.725   271,452.778   MT  1.00024344   -1 34 39.2
 GV5836
 GV5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5836!SPC VA S     -   0.99999558  x   0.99995058  =   0.99994616
 GV5836!UTM  18      -   0.99999558  x   1.00024344  =   1.00023902
 GV5836
 GV5836                          SUPERSEDED SURVEY CONTROL
 GV5836
 GV5836  NAD 83(1986)-  37 33 08.18289(N)    077 35 14.09080(W) AD(       ) 2
 GV5836  NAD 27      -  37 33 07.65098(N)    077 35 15.13631(W) AD(       ) 2
 GV5836  NGVD 29 (07/19/86)   61.18   (m)          200.7    (f) LEVELING    3  
 GV5836
 GV5836.Superseded values are not recommended for survey control.
 GV5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5836.See file dsdata.txt to determine how the superseded data were derived.
 GV5836
 GV5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7145359287(NAD 83)
 GV5836_MARKER: Z = SEE DESCRIPTION
 GV5836_SETTING: 0 = UNSPECIFIED SETTING
 GV5836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5836+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5836
 GV5836  HISTORY     - Date     Condition        Report By
 GV5836  HISTORY     - 1972     MONUMENTED       VA2060
 GV5836  HISTORY     - 19951011 GOOD             USPSQD
 GV5836  HISTORY     - 19991014 GOOD             USPSQD
 GV5836  HISTORY     - 20031113 GOOD             USPSQD
 GV5836  HISTORY     - 20051205 GOOD             USPSQD
 GV5836
 GV5836                          STATION DESCRIPTION
 GV5836
 GV5836'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5836'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5836'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5836'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5836'THENCE WEST ON CHEROKEE RD. 2.40 MILES TO SOUTHAVEN RD., THENCE
 GV5836'SOUTH ON SOUTHAVEN RD. 0.20 MILE TO POINT NO. 222.
 GV5836'
 GV5836'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5836'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5836'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5836'ABOUT 6 INCHES BELOW GROUND.
 GV5836'
 GV5836'24.2 FEET S.W. OF C/L OF SOUTHAVEN RD., 21.2 FEET N. OF 12 INCH
 GV5836'PINE TREE, 41.0 FEET E. OF 12 INCH PINE TREE, 105.1 FEET S. OF
 GV5836'FIRE HYDRANT.
 GV5836'
 GV5836'NEAREST TOWN--RICHMOND.
 GV5836
 GV5836                          STATION RECOVERY (1995)
 GV5836
 GV5836'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5836'RECOVERED IN GOOD CONDITION.
 GV5836
 GV5836                          STATION RECOVERY (1999)
 GV5836
 GV5836'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5836'RECOVERED IN GOOD CONDITION.
 GV5836
 GV5836                          STATION RECOVERY (2003)
 GV5836
 GV5836'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5836'RECOVERED IN GOOD CONDITION.
 GV5836
 GV5836                          STATION RECOVERY (2005)
 GV5836
 GV5836'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0786 ***********************************************************************
 FZ0786  DESIGNATION -  2223
 FZ0786  PID         -  FZ0786
 FZ0786  STATE/COUNTY-  VA/WYTHE
 FZ0786  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0786
 FZ0786                         *CURRENT SURVEY CONTROL
 FZ0786  ___________________________________________________________________
 FZ0786* NAD 83(1986)-  36 59 28.     (N)    081 04 39.     (W)     SCALED    
 FZ0786* NAVD 88     -       677.480  (meters)    2222.70   (feet)  ADJUSTED  
 FZ0786  ___________________________________________________________________
 FZ0786  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FZ0786  DYNAMIC HT  -         676.860 (meters)    2220.66  (feet)  COMP
 FZ0786  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FZ0786
 FZ0786  VERT ORDER  -  SECOND    CLASS 0
 FZ0786
 FZ0786.The horizontal coordinates were scaled from a topographic map and have
 FZ0786.an estimated accuracy of +/- 6 seconds.
 FZ0786
 FZ0786.The orthometric height was determined by differential leveling
 FZ0786.and adjusted by the National Geodetic Survey in June 1991..
 FZ0786
 FZ0786.The geoid height was determined by GEOID03.
 FZ0786
 FZ0786.The dynamic height is computed by dividing the NAVD 88
 FZ0786.geopotential number by the normal gravity value computed on the
 FZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0786.degrees latitude (g = 980.6199 gals.).
 FZ0786
 FZ0786.The modeled gravity was interpolated from observed gravity values.
 FZ0786
 FZ0786;                    North         East    Units  Estimated Accuracy
 FZ0786;SPC VA S     - 1,076,130.    3,270,580.      MT  (+/- 180 meters Scaled)
 FZ0786
 FZ0786                          SUPERSEDED SURVEY CONTROL
 FZ0786
 FZ0786  NGVD 29 (??/??/92)  677.569  (m)         2222.99   (f) ADJ UNCH    2 0
 FZ0786
 FZ0786.Superseded values are not recommended for survey control.
 FZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0786.See file dsdata.txt to determine how the superseded data were derived.
 FZ0786
 FZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA931938(NAD 83)
 FZ0786_MARKER: DD = SURVEY DISK
 FZ0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0786_SP_SET: DAM
 FZ0786_STAMPING: 2223 1926
 FZ0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0786
 FZ0786  HISTORY     - Date     Condition        Report By
 FZ0786  HISTORY     - 1926     MONUMENTED       USGS
 FZ0786  HISTORY     - 1963     GOOD             NGS
 FZ0786
 FZ0786                          STATION DESCRIPTION
 FZ0786
 FZ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0786'3.2 MI NW FROM WYTHEVILLE.
 FZ0786'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 FZ0786'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 FZ0786'THENCE 0.45 MILE NORTH ALONG MONROE STREET TO THE JUNCTION OF
 FZ0786'STATE ROADS 603 AND 610, THENCE 3.25 MILES NORTHWEST ALONG STATE
 FZ0786'ROAD 603.  SET IN THE EAST END OF A CONCRETE DAM 2 FEET WIDE
 FZ0786'AND APPROXIMATELY 120 FEET LONG ACROSS COVE CREEK, 24 FEET WEST
 FZ0786'OF THE CENTER OF STATE ROAD 603, 15.4 FEET WEST OF THE EAST END
 FZ0786'OF THE DAM, 2.6 FEET SOUTHWEST OF A STANDARD METAL WITNESS SIGN AND
 FZ0786'ABOUT 2 FEET BELOW THE LEVEL OF STATE ROAD 603.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2509 ***********************************************************************
 GV2509  DESIGNATION -  222.7 USGS
 GV2509  PID         -  GV2509
 GV2509  STATE/COUNTY-  VA/HANOVER
 GV2509  USGS QUAD   -  HEWLETT (1985)
 GV2509
 GV2509                         *CURRENT SURVEY CONTROL
 GV2509  ___________________________________________________________________
 GV2509* NAD 83(1986)-  37 52 43.     (N)    077 30 18.     (W)     SCALED    
 GV2509* NAVD 88     -        67.559  (meters)     221.65   (feet)  ADJUSTED  
 GV2509  ___________________________________________________________________
 GV2509  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GV2509  DYNAMIC HT  -          67.516 (meters)     221.51  (feet)  COMP
 GV2509  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 GV2509
 GV2509  VERT ORDER  -  SECOND    CLASS 0
 GV2509
 GV2509.The horizontal coordinates were scaled from a topographic map and have
 GV2509.an estimated accuracy of +/- 6 seconds.
 GV2509
 GV2509.The orthometric height was determined by differential leveling
 GV2509.and adjusted by the National Geodetic Survey in June 1991..
 GV2509
 GV2509.The geoid height was determined by GEOID03.
 GV2509
 GV2509.The dynamic height is computed by dividing the NAVD 88
 GV2509.geopotential number by the normal gravity value computed on the
 GV2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2509.degrees latitude (g = 980.6199 gals.).
 GV2509
 GV2509.The modeled gravity was interpolated from observed gravity values.
 GV2509
 GV2509;                    North         East    Units  Estimated Accuracy
 GV2509;SPC VA S     - 1,171,950.    3,587,530.      MT  (+/- 180 meters Scaled)
 GV2509
 GV2509                          SUPERSEDED SURVEY CONTROL
 GV2509
 GV2509  NGVD 29 (??/??/??)   67.836  (m)          222.56   (f) ADJUSTED    2 0
 GV2509
 GV2509.Superseded values are not recommended for survey control.
 GV2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2509.See file dsdata.txt to determine how the superseded data were derived.
 GV2509
 GV2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG796953(NAD 83)
 GV2509_MARKER: N = NAIL
 GV2509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2509_SP_SET: LOCUST TREE
 GV2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2509
 GV2509  HISTORY     - Date     Condition        Report By
 GV2509  HISTORY     - UNK      MONUMENTED       USGS
 GV2509  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2509  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2509  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2509  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2509
 GV2509                          STATION DESCRIPTION
 GV2509
 GV2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2509'3 MI NW FROM DOSWELL.
 GV2509'3.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV2509'THE GENERAL STORE AT DOSWELL, HANOVER COUNTY, ABOUT 200 FEET
 GV2509'NORTH OF THE POST OFFICE AT VERDON, ABOUT 70 FEET EAST OF THE
 GV2509'CENTER LINE OF THE TRACK, 40 FEET EAST OF THE CENTER OF THE
 GV2509'INTERSECTION OF COUNTY ROADS 685 AND 684, AND AT THE BASE OF A
 GV2509'LARGE FORKED LOCUST TREE.  A UNITED STATES GEOLOGICAL SURVEY
 GV2509'STANDARD COPPER NAIL AND WASHER.
 GV2509
 GV2509                          STATION RECOVERY (1988)
 GV2509
 GV2509'RECOVERY NOTE BY US POWER SQUADRON 1988 (TOM)
 GV2509'MARK NOT FOUND.
 GV2509
 GV2509                          STATION RECOVERY (1997)
 GV2509
 GV2509'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2509'MARK NOT FOUND.
 GV2509
 GV2509                          STATION RECOVERY (2002)
 GV2509
 GV2509'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5837 ***********************************************************************
 GV5837  DESIGNATION -  223 C OF R 1972
 GV5837  PID         -  GV5837
 GV5837  STATE/COUNTY-  VA/C OF RICHMOND
 GV5837  USGS QUAD   -  BON AIR (1994)
 GV5837
 GV5837                         *CURRENT SURVEY CONTROL
 GV5837  ___________________________________________________________________
 GV5837* NAD 83(1993)-  37 33 13.68428(N)    077 35 16.69076(W)     ADJUSTED  
 GV5837* NAVD 88     -        54.63   (+/-2cm)     179.2    (feet)  VERTCON   
 GV5837  ___________________________________________________________________
 GV5837  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV5837  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV5837
 GV5837  HORZ ORDER  -  SECOND
 GV5837  VERT ORDER  -  THIRD ? (See Below)
 GV5837
 GV5837.The horizontal coordinates were established by classical geodetic methods
 GV5837.and adjusted by the National Geodetic Survey in November 1994..
 GV5837
 GV5837.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5837.The vertical order pertains to the NGVD 29 superseded value.
 GV5837
 GV5837.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5837
 GV5837.The geoid height was determined by GEOID03.
 GV5837
 GV5837;                    North         East     Units Scale Factor Converg.
 GV5837;SPC VA S     - 1,135,831.455 3,580,583.561   MT  0.99995067   +0 33 12.7
 GV5837;SPC VA S     - 3,726,473.70 11,747,297.90   sFT  0.99995067   +0 33 12.7
 GV5837;UTM  18      - 4,159,458.266   271,393.230   MT  1.00024377   -1 34 41.0
 GV5837
 GV5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5837!SPC VA S     -   0.99999656  x   0.99995067  =   0.99994723
 GV5837!UTM  18      -   0.99999656  x   1.00024377  =   1.00024033
 GV5837
 GV5837                          SUPERSEDED SURVEY CONTROL
 GV5837
 GV5837  NAD 83(1986)-  37 33 13.69032(N)    077 35 16.70773(W) AD(       ) 2
 GV5837  NAD 27      -  37 33 13.15843(N)    077 35 17.75344(W) AD(       ) 2
 GV5837  NGVD 29 (07/19/86)   54.94   (m)          180.2    (f) LEVELING    3  
 GV5837
 GV5837.Superseded values are not recommended for survey control.
 GV5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5837.See file dsdata.txt to determine how the superseded data were derived.
 GV5837
 GV5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7139359458(NAD 83)
 GV5837_MARKER: Z = SEE DESCRIPTION
 GV5837_SETTING: 0 = UNSPECIFIED SETTING
 GV5837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5837+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5837
 GV5837  HISTORY     - Date     Condition        Report By
 GV5837  HISTORY     - 1972     MONUMENTED       VA2060
 GV5837  HISTORY     - 19951011 GOOD             USPSQD
 GV5837  HISTORY     - 19991019 GOOD             USPSQD
 GV5837  HISTORY     - 20031113 GOOD             USPSQD
 GV5837
 GV5837                          STATION DESCRIPTION
 GV5837
 GV5837'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5837'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5837'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5837'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5837'THENCE WEST ON CHEROKEE RD. 2.40 MILES TO SOUTHAVEN RD., 0.10 MILE
 GV5837'TO POINT NO. 223.
 GV5837'
 GV5837'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5837'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5837'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5837'ABOUT 6 INCHES BELOW GROUND.
 GV5837'
 GV5837'29.0 FEET E.N.E. OF C/L OF SOUTHAVEN RD., 4.84 FEET S. OF CONCRETE
 GV5837'R/W MONUMENT, 9.0 FEET S.W. OF 12 INCHES OAK TREE, 26.6 FEET W. OF
 GV5837'15 INCHES SWEET GUM TREE.
 GV5837'
 GV5837'NEAREST TOWN--RICHMOND.
 GV5837
 GV5837                          STATION RECOVERY (1995)
 GV5837
 GV5837'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5837'RECOVERED IN GOOD CONDITION.
 GV5837
 GV5837                          STATION RECOVERY (1999)
 GV5837
 GV5837'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5837'RECOVERED IN GOOD CONDITION.
 GV5837
 GV5837                          STATION RECOVERY (2003)
 GV5837
 GV5837'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5839 ***********************************************************************
 GV5839  DESIGNATION -  224 C OF R 1972
 GV5839  PID         -  GV5839
 GV5839  STATE/COUNTY-  VA/C OF RICHMOND
 GV5839  USGS QUAD   -  BON AIR (1994)
 GV5839
 GV5839                         *CURRENT SURVEY CONTROL
 GV5839  ___________________________________________________________________
 GV5839* NAD 83(1993)-  37 33 16.18555(N)    077 35 21.06186(W)     ADJUSTED  
 GV5839* NAVD 88     -        55.96   (+/-2cm)     183.6    (feet)  VERTCON   
 GV5839  ___________________________________________________________________
 GV5839  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV5839  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV5839
 GV5839  HORZ ORDER  -  SECOND
 GV5839  VERT ORDER  -  THIRD ? (See Below)
 GV5839
 GV5839.The horizontal coordinates were established by classical geodetic methods
 GV5839.and adjusted by the National Geodetic Survey in November 1994..
 GV5839
 GV5839.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5839.The vertical order pertains to the NGVD 29 superseded value.
 GV5839
 GV5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5839
 GV5839.The geoid height was determined by GEOID03.
 GV5839
 GV5839;                    North         East     Units Scale Factor Converg.
 GV5839;SPC VA S     - 1,135,907.526 3,580,475.539   MT  0.99995071   +0 33 10.1
 GV5839;SPC VA S     - 3,726,723.27 11,746,943.50   sFT  0.99995071   +0 33 10.1
 GV5839;UTM  18      - 4,159,538.326   271,288.081   MT  1.00024437   -1 34 43.8
 GV5839
 GV5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5839!SPC VA S     -   0.99999635  x   0.99995071  =   0.99994706
 GV5839!UTM  18      -   0.99999635  x   1.00024437  =   1.00024072
 GV5839
 GV5839                          SUPERSEDED SURVEY CONTROL
 GV5839
 GV5839  NAD 83(1986)-  37 33 16.19159(N)    077 35 21.07884(W) AD(       ) 2
 GV5839  NAD 27      -  37 33 15.65960(N)    077 35 22.12452(W) AD(       ) 2
 GV5839  NGVD 29 (07/19/86)   56.27   (m)          184.6    (f) LEVELING    3  
 GV5839
 GV5839.Superseded values are not recommended for survey control.
 GV5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5839.See file dsdata.txt to determine how the superseded data were derived.
 GV5839
 GV5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7128859538(NAD 83)
 GV5839_MARKER: Z = SEE DESCRIPTION
 GV5839_SETTING: 0 = UNSPECIFIED SETTING
 GV5839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5839+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5839
 GV5839  HISTORY     - Date     Condition        Report By
 GV5839  HISTORY     - 1972     MONUMENTED       VA2060
 GV5839  HISTORY     - 19951011 GOOD             USPSQD
 GV5839  HISTORY     - 19991014 GOOD             USPSQD
 GV5839  HISTORY     - 20031113 GOOD             USPSQD
 GV5839
 GV5839                          STATION DESCRIPTION
 GV5839
 GV5839'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5839'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5839'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5839'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5839'THENCE WEST ON CHEROKEE RD. 2.40 MILES TO SOUTHAVEN RD. AND POINT
 GV5839'NO. 224.
 GV5839'
 GV5839'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5839'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5839'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5839'ABOUT 6 INCHES BELOW GROUND. CITY BENCH MARK NO. 594.
 GV5839'
 GV5839'26.8 FEET S.E. OF C/L OF CHEROKEE RD., 25.6 FEET N.E. OF C/L OF
 GV5839'SOUTHAVEN RD., 43.7 FEET W. OF 12 INCHES OAK TREE, 71.4 FEET
 GV5839'S.W. OF 12 INCHES OAK TREE.
 GV5839'
 GV5839'NEAREST TOWN--RICHMOND.
 GV5839
 GV5839                          STATION RECOVERY (1995)
 GV5839
 GV5839'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5839'RECOVERED IN GOOD CONDITION.
 GV5839
 GV5839                          STATION RECOVERY (1999)
 GV5839
 GV5839'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5839'RECOVERED IN GOOD CONDITION.
 GV5839
 GV5839                          STATION RECOVERY (2003)
 GV5839
 GV5839'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0703 ***********************************************************************
 FZ0703  DESIGNATION -  2240.86
 FZ0703  PID         -  FZ0703
 FZ0703  STATE/COUNTY-  VA/WYTHE
 FZ0703  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0703
 FZ0703                         *CURRENT SURVEY CONTROL
 FZ0703  ___________________________________________________________________
 FZ0703* NAD 83(1986)-  36 56 29.     (N)    081 04 52.     (W)     SCALED    
 FZ0703* NAVD 88     -       682.885  (meters)    2240.43   (feet)  ADJUSTED  
 FZ0703  ___________________________________________________________________
 FZ0703  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FZ0703  DYNAMIC HT  -         682.248 (meters)    2238.34  (feet)  COMP
 FZ0703  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 FZ0703
 FZ0703  VERT ORDER  -  FIRST     CLASS II
 FZ0703
 FZ0703.The horizontal coordinates were scaled from a topographic map and have
 FZ0703.an estimated accuracy of +/- 6 seconds.
 FZ0703
 FZ0703.The orthometric height was determined by differential leveling
 FZ0703.and adjusted by the National Geodetic Survey in June 1991..
 FZ0703
 FZ0703.The geoid height was determined by GEOID03.
 FZ0703
 FZ0703.The dynamic height is computed by dividing the NAVD 88
 FZ0703.geopotential number by the normal gravity value computed on the
 FZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0703.degrees latitude (g = 980.6199 gals.).
 FZ0703
 FZ0703.The modeled gravity was interpolated from observed gravity values.
 FZ0703
 FZ0703;                    North         East    Units  Estimated Accuracy
 FZ0703;SPC VA S     - 1,070,620.    3,270,110.      MT  (+/- 180 meters Scaled)
 FZ0703
 FZ0703                          SUPERSEDED SURVEY CONTROL
 FZ0703
 FZ0703  NGVD 29 (??/??/92)  682.962  (m)         2240.68   (f) ADJ UNCH    1 2
 FZ0703
 FZ0703.Superseded values are not recommended for survey control.
 FZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0703.See file dsdata.txt to determine how the superseded data were derived.
 FZ0703
 FZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA927883(NAD 83)
 FZ0703_MARKER: O = CHISELED CIRCLE
 FZ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0703_SP_SET: DOOR SILL
 FZ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0703
 FZ0703  HISTORY     - Date     Condition        Report By
 FZ0703  HISTORY     - UNK      MONUMENTED       USGS
 FZ0703  HISTORY     - 1934     GOOD             NGS
 FZ0703
 FZ0703                          STATION DESCRIPTION
 FZ0703
 FZ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0703'AT WYTHEVILLE.
 FZ0703'AT WYTHEVILLE, WYTHE COUNTY, AT THE EAST ENTRANCE ON THE SOUTH SIDE
 FZ0703'OF THE NORFOLK AND WESTERN RAILWAY STATION, AND IN THE EAST END OF
 FZ0703'THE STONE DOORSILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5838 ***********************************************************************
 GV5838  DESIGNATION -  225 C OF R 1972
 GV5838  PID         -  GV5838
 GV5838  STATE/COUNTY-  VA/C OF RICHMOND
 GV5838  USGS QUAD   -  BON AIR (1994)
 GV5838
 GV5838                         *CURRENT SURVEY CONTROL
 GV5838  ___________________________________________________________________
 GV5838* NAD 83(1993)-  37 33 18.56235(N)    077 35 18.77812(W)     ADJUSTED  
 GV5838* NAVD 88     -        56.67   (+/-2cm)     185.9    (feet)  VERTCON   
 GV5838  ___________________________________________________________________
 GV5838  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV5838  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV5838
 GV5838  HORZ ORDER  -  SECOND
 GV5838  VERT ORDER  -  THIRD ? (See Below)
 GV5838
 GV5838.The horizontal coordinates were established by classical geodetic methods
 GV5838.and adjusted by the National Geodetic Survey in November 1994..
 GV5838
 GV5838.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5838.The vertical order pertains to the NGVD 29 superseded value.
 GV5838
 GV5838.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5838
 GV5838.The geoid height was determined by GEOID03.
 GV5838
 GV5838;                    North         East     Units Scale Factor Converg.
 GV5838;SPC VA S     - 1,135,981.337 3,580,530.880   MT  0.99995075   +0 33 11.5
 GV5838;SPC VA S     - 3,726,965.44 11,747,125.06   sFT  0.99995075   +0 33 11.5
 GV5838;UTM  18      - 4,159,610.048   271,346.147   MT  1.00024404   -1 34 42.5
 GV5838
 GV5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5838!SPC VA S     -   0.99999624  x   0.99995075  =   0.99994699
 GV5838!UTM  18      -   0.99999624  x   1.00024404  =   1.00024028
 GV5838
 GV5838                          SUPERSEDED SURVEY CONTROL
 GV5838
 GV5838  NAD 83(1986)-  37 33 18.56837(N)    077 35 18.79513(W) AD(       ) 2
 GV5838  NAD 27      -  37 33 18.03648(N)    077 35 19.84097(W) AD(       ) 2
 GV5838  NGVD 29 (07/19/86)   56.98   (m)          186.9    (f) LEVELING    3  
 GV5838
 GV5838.Superseded values are not recommended for survey control.
 GV5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5838.See file dsdata.txt to determine how the superseded data were derived.
 GV5838
 GV5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7134659610(NAD 83)
 GV5838_MARKER: Z = SEE DESCRIPTION
 GV5838_SETTING: 0 = UNSPECIFIED SETTING
 GV5838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5838
 GV5838  HISTORY     - Date     Condition        Report By
 GV5838  HISTORY     - 1972     MONUMENTED       VA2060
 GV5838  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5838  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5838  HISTORY     - 20031113 MARK NOT FOUND   USPSQD
 GV5838
 GV5838                          STATION DESCRIPTION
 GV5838
 GV5838'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5838'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5838'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5838'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5838'THENCE WEST ON CHEROKEE RD. 2.35 MILES TO POINT NO. 225.
 GV5838'
 GV5838'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5838'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5838'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5838'ABOUT 6 INCHES BELOW GROUND.
 GV5838'
 GV5838'17.8 FEET N.N.E. OF C/L OF CHEROKEE RD., 61.8 FEET S.W. OF VEPCO
 GV5838'POLE NO. 64835, 32.0 FEET S.S.E. OF 8 INCHES SWEET GUM TREE, 34.4
 GV5838'FEET S. OF 10 INCHES PINE TREE.
 GV5838'
 GV5838'NEAREST TOWN--RICHMOND.
 GV5838
 GV5838                          STATION RECOVERY (1995)
 GV5838
 GV5838'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5838'MARK NOT FOUND.
 GV5838
 GV5838                          STATION RECOVERY (1999)
 GV5838
 GV5838'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5838'MARK NOT FOUND.
 GV5838
 GV5838                          STATION RECOVERY (2003)
 GV5838
 GV5838'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0317 ***********************************************************************
 FW0317  DESIGNATION -  22.5 USGS
 FW0317  PID         -  FW0317
 FW0317  STATE/COUNTY-  VA/ACCOMACK
 FW0317  USGS QUAD   -  HALLWOOD (1992)
 FW0317
 FW0317                         *CURRENT SURVEY CONTROL
 FW0317  ___________________________________________________________________
 FW0317* NAD 83(1986)-  37 56 19.     (N)    075 32 59.     (W)     SCALED    
 FW0317* NAVD 88     -         6.565  (meters)      21.54   (feet)  ADJUSTED  
 FW0317  ___________________________________________________________________
 FW0317  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 FW0317  DYNAMIC HT  -           6.561 (meters)      21.53  (feet)  COMP
 FW0317  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 FW0317
 FW0317  VERT ORDER  -  FIRST     CLASS I
 FW0317
 FW0317.The horizontal coordinates were scaled from a topographic map and have
 FW0317.an estimated accuracy of +/- 6 seconds.
 FW0317
 FW0317.The orthometric height was determined by differential leveling
 FW0317.and adjusted by the National Geodetic Survey in June 1991..
 FW0317.WARNING-Repeat measurements at this control monument indicate possible
 FW0317.vertical movement.
 FW0317
 FW0317.The geoid height was determined by GEOID03.
 FW0317
 FW0317.The dynamic height is computed by dividing the NAVD 88
 FW0317.geopotential number by the normal gravity value computed on the
 FW0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0317.degrees latitude (g = 980.6199 gals.).
 FW0317
 FW0317.The modeled gravity was interpolated from observed gravity values.
 FW0317
 FW0317;                    North         East    Units  Estimated Accuracy
 FW0317;SPC VA S     - 1,182,200.    3,759,300.      MT  (+/- 180 meters Scaled)
 FW0317
 FW0317                          SUPERSEDED SURVEY CONTROL
 FW0317
 FW0317  NGVD 29 (??/??/??)    6.812  (m)           22.35   (f) ADJUSTED    1 1
 FW0317
 FW0317.Superseded values are not recommended for survey control.
 FW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0317.See file dsdata.txt to determine how the superseded data were derived.
 FW0317
 FW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG516991(NAD 83)
 FW0317_MARKER: Q = CHISELED SQUARE
 FW0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0317_SP_SET: CURB
 FW0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0317
 FW0317  HISTORY     - Date     Condition        Report By
 FW0317  HISTORY     - UNK      MONUMENTED       USGS
 FW0317  HISTORY     - 1972     GOOD             NGS
 FW0317
 FW0317                          STATION DESCRIPTION
 FW0317
 FW0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0317'AT LECATO STATION.
 FW0317'AT LECATO STATION, ALONG THE PENN CENTRAL RAILROAD, AT THE
 FW0317'CROSSING OF STATE ROAD 703, 0.7 FOOT NORTHEAST OF THE SOUTHWEST
 FW0317'END OF THE NORTHWEST STONE CURBING AROUND THE ABANDONED RAILROAD
 FW0317'STATION, 116.5 FEET SOUTHWEST OF THE WEST CORNER OF THE RAILWAY
 FW0317'EXPRESS AGENCY BUILDING, 15.0 FEET SOUTHEAST OF AND ACROSS ONE
 FW0317'SIDE TRACK FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 FEET
 FW0317'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST
 FW0317'OF THE SOUTHEAST RAIL OF A SIDE TRACK, AND ABOUT LEVEL WITH THE
 FW0317'TRACK, 115.2 FEET NORTHEAST OF BENCH MARK Y 420, A CHISELED
 FW0317'SQUARE ON TOP OF CURBING AND FLUSH WITH THE LEVEL OF THE GROUND.
 FW0317'NOTE-- CHISELED SQUARE MAY BE COVERED WITH DIRT AT TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5835 ***********************************************************************
 GV5835  DESIGNATION -  226 C OF R 1972
 GV5835  PID         -  GV5835
 GV5835  STATE/COUNTY-  VA/C OF RICHMOND
 GV5835  USGS QUAD   -  BON AIR (1994)
 GV5835
 GV5835                         *CURRENT SURVEY CONTROL
 GV5835  ___________________________________________________________________
 GV5835* NAD 83(1993)-  37 33 19.73592(N)    077 35 12.51237(W)     ADJUSTED  
 GV5835* NAVD 88     -        53.33   (+/-2cm)     175.0    (feet)  VERTCON   
 GV5835  ___________________________________________________________________
 GV5835  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV5835  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV5835
 GV5835  HORZ ORDER  -  SECOND
 GV5835  VERT ORDER  -  THIRD ? (See Below)
 GV5835
 GV5835.The horizontal coordinates were established by classical geodetic methods
 GV5835.and adjusted by the National Geodetic Survey in November 1994..
 GV5835
 GV5835.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5835.The vertical order pertains to the NGVD 29 superseded value.
 GV5835
 GV5835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5835
 GV5835.The geoid height was determined by GEOID03.
 GV5835
 GV5835;                    North         East     Units Scale Factor Converg.
 GV5835;SPC VA S     - 1,136,019.001 3,580,684.305   MT  0.99995077   +0 33 15.3
 GV5835;SPC VA S     - 3,727,089.01 11,747,628.42   sFT  0.99995077   +0 33 15.3
 GV5835;UTM  18      - 4,159,641.989   271,500.912   MT  1.00024317   -1 34 38.7
 GV5835
 GV5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5835!SPC VA S     -   0.99999677  x   0.99995077  =   0.99994754
 GV5835!UTM  18      -   0.99999677  x   1.00024317  =   1.00023994
 GV5835
 GV5835|---------------------------------------------------------------------|
 GV5835| PID    Reference Object                     Distance      Geod. Az  |
 GV5835|                                                           dddmmss.s |
 GV5835| GV5827 227 C OF R 1972                     365.421 METERS 06736     |
 GV5835| GV5838 225 C OF R 1972                     157.988 METERS 25646     |
 GV5835|---------------------------------------------------------------------|
 GV5835
 GV5835                          SUPERSEDED SURVEY CONTROL
 GV5835
 GV5835  NAD 83(1986)-  37 33 19.74196(N)    077 35 12.52942(W) AD(       ) 2
 GV5835  NAD 27      -  37 33 19.21021(N)    077 35 13.57547(W) AD(       ) 2
 GV5835  NGVD 29 (07/19/86)   53.64   (m)          176.0    (f) LEVELING    3  
 GV5835
 GV5835.Superseded values are not recommended for survey control.
 GV5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5835.See file dsdata.txt to determine how the superseded data were derived.
 GV5835
 GV5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7150159642(NAD 83)
 GV5835_MARKER: Z = SEE DESCRIPTION
 GV5835_SETTING: 0 = UNSPECIFIED SETTING
 GV5835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5835
 GV5835  HISTORY     - Date     Condition        Report By
 GV5835  HISTORY     - 1972     MONUMENTED       VA2060
 GV5835  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5835  HISTORY     - 19991019 MARK NOT FOUND   USPSQD
 GV5835  HISTORY     - 20031113 MARK NOT FOUND   USPSQD
 GV5835
 GV5835                          STATION DESCRIPTION
 GV5835
 GV5835'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5835'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5835'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5835'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5835'WEST ON CHEROKEE RD. 2.25 MILES TO POINT NO. 226.
 GV5835'
 GV5835'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5835'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5835'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING. MONUMENT SET
 GV5835'ABOUT 6 INCHES BELOW GROUND.
 GV5835'
 GV5835'33.7 FEET N. OF C/L OF CHEROKEE RD., 40.4 FEET S.W. OF 15 INCHES
 GV5835'OAK TREE, 45.9 FEET E.S.E. OF VEPCO POLE 106198, 32.0 FEET S.E.
 GV5835'OF 12 INCHES OAK TREE.
 GV5835'
 GV5835'NEAREST TOWN--RICHMOND.
 GV5835
 GV5835                          STATION RECOVERY (1995)
 GV5835
 GV5835'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5835'MARK NOT FOUND.
 GV5835
 GV5835                          STATION RECOVERY (1999)
 GV5835
 GV5835'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5835'MARK NOT FOUND.
 GV5835
 GV5835                          STATION RECOVERY (2003)
 GV5835
 GV5835'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5827 ***********************************************************************
 GV5827  DESIGNATION -  227 C OF R 1972
 GV5827  PID         -  GV5827
 GV5827  STATE/COUNTY-  VA/C OF RICHMOND
 GV5827  USGS QUAD   -  BON AIR (1994)
 GV5827
 GV5827                         *CURRENT SURVEY CONTROL
 GV5827  ___________________________________________________________________
 GV5827* NAD 83(1993)-  37 33 24.25299(N)    077 34 58.74764(W)     ADJUSTED  
 GV5827* NAVD 88     -        51.41   (+/-2cm)     168.7    (feet)  VERTCON   
 GV5827  ___________________________________________________________________
 GV5827  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5827  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV5827
 GV5827  HORZ ORDER  -  SECOND
 GV5827  VERT ORDER  -  THIRD ? (See Below)
 GV5827
 GV5827.The horizontal coordinates were established by classical geodetic methods
 GV5827.and adjusted by the National Geodetic Survey in November 1994..
 GV5827
 GV5827.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5827.The vertical order pertains to the NGVD 29 superseded value.
 GV5827
 GV5827.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5827
 GV5827.The geoid height was determined by GEOID03.
 GV5827
 GV5827;                    North         East     Units Scale Factor Converg.
 GV5827;SPC VA S     - 1,136,161.524 3,581,020.768   MT  0.99995084   +0 33 23.6
 GV5827;SPC VA S     - 3,727,556.60 11,748,732.30   sFT  0.99995084   +0 33 23.6
 GV5827;UTM  18      - 4,159,771.935   271,842.542   MT  1.00024124   -1 34 30.5
 GV5827
 GV5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5827!SPC VA S     -   0.99999707  x   0.99995084  =   0.99994791
 GV5827!UTM  18      -   0.99999707  x   1.00024124  =   1.00023831
 GV5827
 GV5827|---------------------------------------------------------------------|
 GV5827| PID    Reference Object                     Distance      Geod. Az  |
 GV5827|                                                           dddmmss.s |
 GV5827| GV5825 228 C OF R 1972                     217.776 METERS 07308     |
 GV5827| GV5835 226 C OF R 1972                     365.421 METERS 24736     |
 GV5827|---------------------------------------------------------------------|
 GV5827
 GV5827                          SUPERSEDED SURVEY CONTROL
 GV5827
 GV5827  NAD 83(1986)-  37 33 24.25906(N)    077 34 58.76474(W) AD(       ) 2
 GV5827  NAD 27      -  37 33 23.72761(N)    077 34 59.81133(W) AD(       ) 2
 GV5827  NGVD 29 (07/19/86)   51.72   (m)          169.7    (f) LEVELING    3  
 GV5827
 GV5827.Superseded values are not recommended for survey control.
 GV5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5827.See file dsdata.txt to determine how the superseded data were derived.
 GV5827
 GV5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7184359772(NAD 83)
 GV5827_MARKER: Z = SEE DESCRIPTION
 GV5827_SETTING: 0 = UNSPECIFIED SETTING
 GV5827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5827+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5827
 GV5827  HISTORY     - Date     Condition        Report By
 GV5827  HISTORY     - 1972     MONUMENTED       VA2060
 GV5827  HISTORY     - 19951011 GOOD             USPSQD
 GV5827  HISTORY     - 19991019 GOOD             USPSQD
 GV5827  HISTORY     - 20031113 GOOD             USPSQD
 GV5827  HISTORY     - 20051205 GOOD             USPSQD
 GV5827
 GV5827                          STATION DESCRIPTION
 GV5827
 GV5827'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5827'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5827'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5827'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5827'THENCE WEST ON CHEROKEE RD. 2.05 MILES TO POINT NO. 227.
 GV5827'
 GV5827'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5827'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5827'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5827'ABOUT 6 INCHES BELOW GROUND.
 GV5827'
 GV5827'24.2 FEET N. OF C/L OF CHEROKEE RD., 28.5 FEET S.S.W. OF AN 8
 GV5827'INCHES PINOAK TREE, 23.3 FEET S.S.E. OF A 10 INCHES PINE TREE,
 GV5827'104.9 FEET W. OF VEPCO POLE NO. 106190.
 GV5827'
 GV5827'NEAREST TOWN--RICHMOND.
 GV5827
 GV5827                          STATION RECOVERY (1995)
 GV5827
 GV5827'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5827'RECOVERED IN GOOD CONDITION.
 GV5827
 GV5827                          STATION RECOVERY (1999)
 GV5827
 GV5827'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5827'RECOVERED IN GOOD CONDITION.
 GV5827
 GV5827                          STATION RECOVERY (2003)
 GV5827
 GV5827'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5827'RECOVERED IN GOOD CONDITION.
 GV5827
 GV5827                          STATION RECOVERY (2005)
 GV5827
 GV5827'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1729 ***********************************************************************
 GW1729  DESIGNATION -  2272
 GW1729  PID         -  GW1729
 GW1729  STATE/COUNTY-  VA/ALLEGHANY
 GW1729  USGS QUAD   -  FALLING SPRING (1984)
 GW1729
 GW1729                         *CURRENT SURVEY CONTROL
 GW1729  ___________________________________________________________________
 GW1729* NAD 83(1986)-  37 52 51.     (N)    079 55 01.     (W)     SCALED    
 GW1729* NAVD 88     -       694.021  (meters)    2276.97   (feet)  ADJUSTED  
 GW1729  ___________________________________________________________________
 GW1729  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW1729  DYNAMIC HT  -         693.436 (meters)    2275.05  (feet)  COMP
 GW1729  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 GW1729
 GW1729  VERT ORDER  -  SECOND    CLASS 0
 GW1729
 GW1729.The horizontal coordinates were scaled from a topographic map and have
 GW1729.an estimated accuracy of +/- 6 seconds.
 GW1729
 GW1729.The orthometric height was determined by differential leveling
 GW1729.and adjusted by the National Geodetic Survey in June 1991..
 GW1729
 GW1729.The geoid height was determined by GEOID03.
 GW1729
 GW1729.The dynamic height is computed by dividing the NAVD 88
 GW1729.geopotential number by the normal gravity value computed on the
 GW1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1729.degrees latitude (g = 980.6199 gals.).
 GW1729
 GW1729.The modeled gravity was interpolated from observed gravity values.
 GW1729
 GW1729;                    North         East    Units  Estimated Accuracy
 GW1729;SPC VA S     - 1,172,670.    3,375,350.      MT  (+/- 180 meters Scaled)
 GW1729
 GW1729                          SUPERSEDED SURVEY CONTROL
 GW1729
 GW1729  NGVD 29 (??/??/92)  694.158  (m)         2277.42   (f) ADJ UNCH    2 0
 GW1729
 GW1729.Superseded values are not recommended for survey control.
 GW1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1729.See file dsdata.txt to determine how the superseded data were derived.
 GW1729
 GW1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB952931(NAD 83)
 GW1729_MARKER: Q = CHISELED SQUARE
 GW1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1729_SP_SET: CULVERT
 GW1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1729
 GW1729  HISTORY     - Date     Condition        Report By
 GW1729  HISTORY     - UNK      MONUMENTED       VADH
 GW1729  HISTORY     - 1962     GOOD             NGS
 GW1729
 GW1729                          STATION DESCRIPTION
 GW1729
 GW1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1729'9.8 MI SW FROM HOT SPRINGS.
 GW1729'IN ALLEGHANY COUNTY, ABOUT 9.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GW1729'220 FROM THE HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT
 GW1729'67 YARDS NORTH OF A SHARP GUARD-RAILED CURVE, AT A SHARP BLUFF
 GW1729'RUNNING WEST, ABOUT 60 FEET NORTH OF A GRAVEL CHUTE, AT A BOX
 GW1729'CULVERT, AND ON THE TOP OF THE WEST CONCRETE HEAD WALL.  A
 GW1729'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1485 ***********************************************************************
 GW1485  DESIGNATION -  227.5
 GW1485  PID         -  GW1485
 GW1485  STATE/COUNTY-  VA/BEDFORD
 GW1485  USGS QUAD   -  GOODVIEW (1985)
 GW1485
 GW1485                         *CURRENT SURVEY CONTROL
 GW1485  ___________________________________________________________________
 GW1485* NAD 83(1986)-  37 12 51.     (N)    079 42 39.     (W)     SCALED    
 GW1485* NAVD 88     -       285.726  (meters)     937.42   (feet)  ADJUSTED  
 GW1485  ___________________________________________________________________
 GW1485  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1485  DYNAMIC HT  -         285.494 (meters)     936.66  (feet)  COMP
 GW1485  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 GW1485
 GW1485  VERT ORDER  -  SECOND    CLASS 0
 GW1485
 GW1485.The horizontal coordinates were scaled from a topographic map and have
 GW1485.an estimated accuracy of +/- 6 seconds.
 GW1485
 GW1485.The orthometric height was determined by differential leveling
 GW1485.and adjusted by the National Geodetic Survey in June 1991..
 GW1485
 GW1485.The geoid height was determined by GEOID03.
 GW1485
 GW1485.The dynamic height is computed by dividing the NAVD 88
 GW1485.geopotential number by the normal gravity value computed on the
 GW1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1485.degrees latitude (g = 980.6199 gals.).
 GW1485
 GW1485.The modeled gravity was interpolated from observed gravity values.
 GW1485
 GW1485;                    North         East    Units  Estimated Accuracy
 GW1485;SPC VA S     - 1,098,440.    3,392,530.      MT  (+/- 180 meters Scaled)
 GW1485
 GW1485                          SUPERSEDED SURVEY CONTROL
 GW1485
 GW1485  NGVD 29 (??/??/92)  285.934  (m)          938.10   (f) ADJ UNCH    2 0
 GW1485
 GW1485.Superseded values are not recommended for survey control.
 GW1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1485.See file dsdata.txt to determine how the superseded data were derived.
 GW1485
 GW1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB143194(NAD 83)
 GW1485_MARKER: Q = CHISELED SQUARE
 GW1485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1485_SP_SET: ABUTMENT
 GW1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1485
 GW1485  HISTORY     - Date     Condition        Report By
 GW1485  HISTORY     - UNK      MONUMENTED       VARR
 GW1485  HISTORY     - 1935     GOOD             NGS
 GW1485
 GW1485                          STATION DESCRIPTION
 GW1485
 GW1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1485'0.6 MI E FROM GOODVIEW.
 GW1485'ABOUT 0.6 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1485'AT GOODVIEW, BEDFORD COUNTY, 7.7 FEET SOUTH OF THE SOUTH RAIL,
 GW1485'AND ON TOP OF THE SOUTH END OF THE WEST ABUTMENT OF AN UNDERGRADE
 GW1485'HIGHWAY BRIDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5825 ***********************************************************************
 GV5825  DESIGNATION -  228 C OF R 1972
 GV5825  PID         -  GV5825
 GV5825  STATE/COUNTY-  VA/C OF RICHMOND
 GV5825  USGS QUAD   -  BON AIR (1994)
 GV5825
 GV5825                         *CURRENT SURVEY CONTROL
 GV5825  ___________________________________________________________________
 GV5825* NAD 83(1993)-  37 33 26.30241(N)    077 34 50.25640(W)     ADJUSTED  
 GV5825* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 GV5825  ___________________________________________________________________
 GV5825  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5825  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV5825
 GV5825  HORZ ORDER  -  SECOND
 GV5825  VERT ORDER  -  THIRD ? (See Below)
 GV5825
 GV5825.The horizontal coordinates were established by classical geodetic methods
 GV5825.and adjusted by the National Geodetic Survey in November 1994..
 GV5825
 GV5825.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5825.The vertical order pertains to the NGVD 29 superseded value.
 GV5825
 GV5825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5825
 GV5825.The geoid height was determined by GEOID03.
 GV5825
 GV5825;                    North         East     Units Scale Factor Converg.
 GV5825;SPC VA S     - 1,136,226.728 3,581,228.541   MT  0.99995087   +0 33 28.8
 GV5825;SPC VA S     - 3,727,770.52 11,749,413.97   sFT  0.99995087   +0 33 28.8
 GV5825;UTM  18      - 4,159,829.383   272,052.659   MT  1.00024006   -1 34 25.4
 GV5825
 GV5825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5825!SPC VA S     -   0.99999739  x   0.99995087  =   0.99994826
 GV5825!UTM  18      -   0.99999739  x   1.00024006  =   1.00023745
 GV5825
 GV5825                          SUPERSEDED SURVEY CONTROL
 GV5825
 GV5825  NAD 83(1986)-  37 33 26.30850(N)    077 34 50.27354(W) AD(       ) 2
 GV5825  NAD 27      -  37 33 25.77724(N)    077 34 51.32044(W) AD(       ) 2
 GV5825  NGVD 29 (07/19/86)   49.69   (m)          163.0    (f) LEVELING    3  
 GV5825
 GV5825.Superseded values are not recommended for survey control.
 GV5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5825.See file dsdata.txt to determine how the superseded data were derived.
 GV5825
 GV5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7205359829(NAD 83)
 GV5825_MARKER: Z = SEE DESCRIPTION
 GV5825_SETTING: 0 = UNSPECIFIED SETTING
 GV5825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5825+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5825
 GV5825  HISTORY     - Date     Condition        Report By
 GV5825  HISTORY     - 1972     MONUMENTED       VA2060
 GV5825  HISTORY     - 19951011 GOOD             USPSQD
 GV5825  HISTORY     - 19991019 GOOD             USPSQD
 GV5825  HISTORY     - 20031113 GOOD             USPSQD
 GV5825
 GV5825                          STATION DESCRIPTION
 GV5825
 GV5825'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5825'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5825'ON BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT
 GV5825'RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD.,
 GV5825'THENCE WEST ON CHEROKEE RD. 1.90 MILES TO POINT NO. 228.
 GV5825'
 GV5825'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5825'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5825'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5825'ABOUT 8 INCHES BELOW GROUND.
 GV5825'
 GV5825'22.0 FEET N. OF C/L CHEROKEE RD., 08.9 FEET S. OF VEPCO POLE NO.
 GV5825'106188, 58.6 FEET N.E. OF VEPCO POLE NO. 117976, 17.3 FEET S.W.
 GV5825'OF 4 INCHES TWIN BLUE SPRUCE TREE.
 GV5825'
 GV5825'NEAREST TOWN--RICHMOND.
 GV5825
 GV5825                          STATION RECOVERY (1995)
 GV5825
 GV5825'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5825'RECOVERED IN GOOD CONDITION.
 GV5825
 GV5825                          STATION RECOVERY (1999)
 GV5825
 GV5825'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5825'RECOVERED IN GOOD CONDITION.
 GV5825
 GV5825                          STATION RECOVERY (2003)
 GV5825
 GV5825'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5825'POLE NO. 106188 IS NOW BL43
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1487 ***********************************************************************
 GW1487  DESIGNATION -  229.3
 GW1487  PID         -  GW1487
 GW1487  STATE/COUNTY-  VA/BEDFORD
 GW1487  USGS QUAD   -  GOODVIEW (1985)
 GW1487
 GW1487                         *CURRENT SURVEY CONTROL
 GW1487  ___________________________________________________________________
 GW1487* NAD 83(1986)-  37 13 30.     (N)    079 44 13.     (W)     SCALED    
 GW1487* NAVD 88     -       283.833  (meters)     931.21   (feet)  ADJUSTED  
 GW1487  ___________________________________________________________________
 GW1487  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW1487  DYNAMIC HT  -         283.601 (meters)     930.45  (feet)  COMP
 GW1487  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GW1487
 GW1487  VERT ORDER  -  SECOND    CLASS 0
 GW1487
 GW1487.The horizontal coordinates were scaled from a topographic map and have
 GW1487.an estimated accuracy of +/- 6 seconds.
 GW1487
 GW1487.The orthometric height was determined by differential leveling
 GW1487.and adjusted by the National Geodetic Survey in June 1991..
 GW1487
 GW1487.The geoid height was determined by GEOID03.
 GW1487
 GW1487.The dynamic height is computed by dividing the NAVD 88
 GW1487.geopotential number by the normal gravity value computed on the
 GW1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1487.degrees latitude (g = 980.6199 gals.).
 GW1487
 GW1487.The modeled gravity was interpolated from observed gravity values.
 GW1487
 GW1487;                    North         East    Units  Estimated Accuracy
 GW1487;SPC VA S     - 1,099,670.    3,390,230.      MT  (+/- 180 meters Scaled)
 GW1487
 GW1487                          SUPERSEDED SURVEY CONTROL
 GW1487
 GW1487  NGVD 29 (??/??/92)  284.038  (m)          931.88   (f) ADJ UNCH    2 0
 GW1487
 GW1487.Superseded values are not recommended for survey control.
 GW1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1487.See file dsdata.txt to determine how the superseded data were derived.
 GW1487
 GW1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB120205(NAD 83)
 GW1487_MARKER: Q = CHISELED SQUARE
 GW1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1487_SP_SET: BRIDGE
 GW1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1487
 GW1487  HISTORY     - Date     Condition        Report By
 GW1487  HISTORY     - UNK      MONUMENTED       VARR
 GW1487  HISTORY     - 1935     GOOD             NGS
 GW1487
 GW1487                          STATION DESCRIPTION
 GW1487
 GW1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1487'2.1 MI E FROM STEWARTSVILLE.
 GW1487'ABOUT 2.1 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1487'AT STEWARTSVILLE, BEDFORD COUNTY, 6 FEET NORTH OF THE NORTH RAIL,
 GW1487'AND ON TOP OF THE NORTH END OF THE BACK WALL OF THE EAST ABUTMENT
 GW1487'OF THE KOTES CREEK BRIDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1723 ***********************************************************************
 GW1723  DESIGNATION -  2294.00
 GW1723  PID         -  GW1723
 GW1723  STATE/COUNTY-  VA/BATH
 GW1723  USGS QUAD   -  FALLING SPRING (1984)
 GW1723
 GW1723                         *CURRENT SURVEY CONTROL
 GW1723  ___________________________________________________________________
 GW1723* NAD 83(1986)-  37 56 28.     (N)    079 52 30.     (W)     SCALED    
 GW1723* NAVD 88     -       700.295  (meters)    2297.55   (feet)  ADJUSTED  
 GW1723  ___________________________________________________________________
 GW1723  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW1723  DYNAMIC HT  -         699.698 (meters)    2295.59  (feet)  COMP
 GW1723  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 GW1723
 GW1723  VERT ORDER  -  SECOND    CLASS 0
 GW1723
 GW1723.The horizontal coordinates were scaled from a topographic map and have
 GW1723.an estimated accuracy of +/- 6 seconds.
 GW1723
 GW1723.The orthometric height was determined by differential leveling
 GW1723.and adjusted by the National Geodetic Survey in June 1991..
 GW1723
 GW1723.The geoid height was determined by GEOID03.
 GW1723
 GW1723.The dynamic height is computed by dividing the NAVD 88
 GW1723.geopotential number by the normal gravity value computed on the
 GW1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1723.degrees latitude (g = 980.6199 gals.).
 GW1723
 GW1723.The modeled gravity was interpolated from observed gravity values.
 GW1723
 GW1723;                    North         East    Units  Estimated Accuracy
 GW1723;SPC VA N     - 2,031,370.    3,379,140.      MT  (+/- 180 meters Scaled)
 GW1723
 GW1723                          SUPERSEDED SURVEY CONTROL
 GW1723
 GW1723  NGVD 29 (??/??/92)  700.407  (m)         2297.92   (f) ADJ UNCH    2 0
 GW1723
 GW1723.Superseded values are not recommended for survey control.
 GW1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1723.See file dsdata.txt to determine how the superseded data were derived.
 GW1723
 GW1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB988998(NAD 83)
 GW1723_MARKER: Q = CHISELED SQUARE
 GW1723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1723_SP_SET: BRIDGE
 GW1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1723
 GW1723  HISTORY     - Date     Condition        Report By
 GW1723  HISTORY     - UNK      MONUMENTED       USGS
 GW1723  HISTORY     - 1962     GOOD             NGS
 GW1723
 GW1723                          STATION DESCRIPTION
 GW1723
 GW1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1723'4.6 MI SW FROM HOT SPRINGS.
 GW1723'ABOUT 4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1723'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, 50 FEET WEST OF
 GW1723'A SERVICE STATION, AT A SMALL CONCRETE BRIDGE OVER A STREAM
 GW1723'RUNNING NORTHWEST, AND ON THE TOP OF THE WEST HEAD WALL.  A
 GW1723'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5710 ***********************************************************************
 GV5710  DESIGNATION -  22A C OF R 1972
 GV5710  PID         -  GV5710
 GV5710  STATE/COUNTY-  VA/C OF RICHMOND
 GV5710  USGS QUAD   -  BON AIR (1994)
 GV5710
 GV5710                         *CURRENT SURVEY CONTROL
 GV5710  ___________________________________________________________________
 GV5710* NAD 83(1993)-  37 30 18.22291(N)    077 30 17.09557(W)     ADJUSTED  
 GV5710* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 GV5710  ___________________________________________________________________
 GV5710  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5710  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV5710
 GV5710  HORZ ORDER  -  SECOND
 GV5710  VERT ORDER  -  THIRD ? (See Below)
 GV5710
 GV5710.The horizontal coordinates were established by classical geodetic methods
 GV5710.and adjusted by the National Geodetic Survey in November 1994..
 GV5710
 GV5710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5710.The vertical order pertains to the NGVD 29 superseded value.
 GV5710
 GV5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5710
 GV5710.The geoid height was determined by GEOID03.
 GV5710
 GV5710;                    North         East     Units Scale Factor Converg.
 GV5710;SPC VA S     - 1,130,496.854 3,587,993.409   MT  0.99994827   +0 36 14.6
 GV5710;SPC VA S     - 3,708,971.76 11,771,608.38   sFT  0.99994827   +0 36 14.6
 GV5710;UTM  18      - 4,153,850.336   278,601.605   MT  1.00020382   -1 31 32.1
 GV5710
 GV5710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5710!SPC VA S     -   0.99999536  x   0.99994827  =   0.99994363
 GV5710!UTM  18      -   0.99999536  x   1.00020382  =   1.00019917
 GV5710
 GV5710:                Primary Azimuth Mark                     Grid Az
 GV5710:SPC VA S     -  22 C OF R 1972                           255 50 33.5
 GV5710:UTM  18      -  22 C OF R 1972                           257 58 20.2
 GV5710
 GV5710|---------------------------------------------------------------------|
 GV5710| PID    Reference Object                     Distance      Geod. Az  |
 GV5710|                                                           dddmmss.s |
 GV5710| GV5730 22 C OF R 1972                      APPROX. 0.8 KM 2562648.1 |
 GV5710| GV5712 82 C OF R 1972                      494.947 METERS 3541825.0 |
 GV5710|---------------------------------------------------------------------|
 GV5710
 GV5710                          SUPERSEDED SURVEY CONTROL
 GV5710
 GV5710  NAD 83(1986)-  37 30 18.22922(N)    077 30 17.11236(W) AD(       ) 2
 GV5710  NAD 27      -  37 30 17.69853(N)    077 30 18.16383(W) AD(       ) 2
 GV5710  NGVD 29 (07/19/86)   62.88   (m)          206.3    (f) LEVELING    3  
 GV5710
 GV5710.Superseded values are not recommended for survey control.
 GV5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5710.See file dsdata.txt to determine how the superseded data were derived.
 GV5710
 GV5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7860253850(NAD 83)
 GV5710_MARKER: Z = SEE DESCRIPTION
 GV5710_SETTING: 0 = UNSPECIFIED SETTING
 GV5710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5710
 GV5710  HISTORY     - Date     Condition        Report By
 GV5710  HISTORY     - 1972     MONUMENTED       VA2060
 GV5710  HISTORY     - 19951117 GOOD             USPSQD
 GV5710  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5710  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5710  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5710
 GV5710                          STATION DESCRIPTION
 GV5710
 GV5710'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5710'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5710'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5710'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO POINT NO. 22A.
 GV5710'
 GV5710'STANDARD CITY OF RICHMOND BENCH MARK NO. 487.
 GV5710'
 GV5710'23.4 FEET N. OF C/L OF EASTBOUND LANE OF RT. 60, 49.0 FEET W. OF C/L
 GV5710'OF GERMAN SCHOOL RD., 24.0 FEET S. W. OF A SIGNAL LIGHT POLE IN THE
 GV5710'GRASS MEDIAN ON THE WEST LINE OF GERMAN SCHOOL RD., 68.0 FEET N. E.
 GV5710'OF FIRE HYD. S. OF RT. 60.
 GV5710'
 GV5710'NEAREST TOWN--RICHMOND.
 GV5710
 GV5710                          STATION RECOVERY (1995)
 GV5710
 GV5710'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5710'RECOVERED IN GOOD CONDITION.
 GV5710
 GV5710                          STATION RECOVERY (1999)
 GV5710
 GV5710'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5710'MARK NOT FOUND.
 GV5710
 GV5710                          STATION RECOVERY (2003)
 GV5710
 GV5710'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5710'MARK NOT FOUND.
 GV5710
 GV5710                          STATION RECOVERY (2005)
 GV5710
 GV5710'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5297 ***********************************************************************
 GV5297  DESIGNATION -  23 C OF R 1972
 GV5297  PID         -  GV5297
 GV5297  STATE/COUNTY-  VA/C OF RICHMOND
 GV5297  USGS QUAD   -  RICHMOND (1994)
 GV5297
 GV5297                         *CURRENT SURVEY CONTROL
 GV5297  ___________________________________________________________________
 GV5297* NAD 83(1993)-  37 30 24.36881(N)    077 29 45.65347(W)     ADJUSTED  
 GV5297* NAVD 88     -        64.80   (+/-2cm)     212.6    (feet)  VERTCON   
 GV5297  ___________________________________________________________________
 GV5297  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5297  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5297
 GV5297  HORZ ORDER  -  SECOND
 GV5297  VERT ORDER  -  THIRD ? (See Below)
 GV5297
 GV5297.The horizontal coordinates were established by classical geodetic methods
 GV5297.and adjusted by the National Geodetic Survey in November 1994..
 GV5297
 GV5297.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5297.The vertical order pertains to the NGVD 29 superseded value.
 GV5297
 GV5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5297
 GV5297.The geoid height was determined by GEOID03.
 GV5297
 GV5297;                    North         East     Units Scale Factor Converg.
 GV5297;SPC VA S     - 1,130,694.487 3,588,763.559   MT  0.99994835   +0 36 33.6
 GV5297;SPC VA S     - 3,709,620.16 11,774,135.11   sFT  0.99994835   +0 36 33.6
 GV5297;UTM  18      - 4,154,019.255   279,378.764   MT  1.00019959   -1 31 13.2
 GV5297
 GV5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5297!SPC VA S     -   0.99999501  x   0.99994835  =   0.99994336
 GV5297!UTM  18      -   0.99999501  x   1.00019959  =   1.00019460
 GV5297
 GV5297:                Primary Azimuth Mark                     Grid Az
 GV5297:SPC VA S     -  22 C OF R 1972                           255 43 32.8
 GV5297:UTM  18      -  22 C OF R 1972                           257 51 19.6
 GV5297
 GV5297|---------------------------------------------------------------------|
 GV5297| PID    Reference Object                     Distance      Geod. Az  |
 GV5297|                                                           dddmmss.s |
 GV5297| GV5730 22 C OF R 1972                      APPROX. 1.6 KM 2562006.4 |
 GV5297|---------------------------------------------------------------------|
 GV5297
 GV5297                          SUPERSEDED SURVEY CONTROL
 GV5297
 GV5297  NAD 83(1986)-  37 30 24.37504(N)    077 29 45.67033(W) AD(       ) 2
 GV5297  NAD 27      -  37 30 23.84508(N)    077 29 46.72315(W) AD(       ) 2
 GV5297  NGVD 29 (07/19/86)   65.11   (m)          213.6    (f) LEVELING    3  
 GV5297
 GV5297.Superseded values are not recommended for survey control.
 GV5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5297.See file dsdata.txt to determine how the superseded data were derived.
 GV5297
 GV5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7937954019(NAD 83)
 GV5297_MARKER: Z = SEE DESCRIPTION
 GV5297_SETTING: 0 = UNSPECIFIED SETTING
 GV5297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5297
 GV5297  HISTORY     - Date     Condition        Report By
 GV5297  HISTORY     - 1972     MONUMENTED       VA2060
 GV5297  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5297  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5297  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5297  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5297
 GV5297                          STATION DESCRIPTION
 GV5297
 GV5297'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5297'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5297'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5297'ROUTE 60, THENCE WEST ON ROUTE 60 0.45 MILE TO POINT NO. 23.
 GV5297'
 GV5297'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5297'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5297'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5297'ABOUT 6 INCHES BELOW GROUND.
 GV5297'
 GV5297'14.2 FEET S. OF C/L OF WESTBOUND LANE OF RT. 60, 24.0 FEET N. E. OF
 GV5297'EDGE OF CONCRETE DRAIN COVER, 2.62 FEET S. OF BACK EDGE OF CONC.
 GV5297'CURB ALONG WESTBOUND LANE OF RT. 60.
 GV5297'
 GV5297'NEAREST TOWN--RICHMOND.
 GV5297
 GV5297                          STATION RECOVERY (1995)
 GV5297
 GV5297'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5297'MARK NOT FOUND.
 GV5297
 GV5297                          STATION RECOVERY (2000)
 GV5297
 GV5297'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5297'MARK NOT FOUND.
 GV5297
 GV5297                          STATION RECOVERY (2003)
 GV5297
 GV5297'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5297'MARK NOT FOUND.
 GV5297
 GV5297                          STATION RECOVERY (2005)
 GV5297
 GV5297'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1726 ***********************************************************************
 GW1726  DESIGNATION -  23 S
 GW1726  PID         -  GW1726
 GW1726  STATE/COUNTY-  VA/BATH
 GW1726  USGS QUAD   -  FALLING SPRING (1984)
 GW1726
 GW1726                         *CURRENT SURVEY CONTROL
 GW1726  ___________________________________________________________________
 GW1726* NAD 83(1986)-  37 55 46.     (N)    079 53 00.     (W)     SCALED    
 GW1726* NAVD 88     -       758.025  (meters)    2486.95   (feet)  ADJUSTED  
 GW1726  ___________________________________________________________________
 GW1726  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW1726  DYNAMIC HT  -         757.384 (meters)    2484.85  (feet)  COMP
 GW1726  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GW1726
 GW1726  VERT ORDER  -  SECOND    CLASS 0
 GW1726
 GW1726.The horizontal coordinates were scaled from a topographic map and have
 GW1726.an estimated accuracy of +/- 6 seconds.
 GW1726
 GW1726.The orthometric height was determined by differential leveling
 GW1726.and adjusted by the National Geodetic Survey in June 1991..
 GW1726
 GW1726.The geoid height was determined by GEOID03.
 GW1726
 GW1726.The dynamic height is computed by dividing the NAVD 88
 GW1726.geopotential number by the normal gravity value computed on the
 GW1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1726.degrees latitude (g = 980.6199 gals.).
 GW1726
 GW1726.The modeled gravity was interpolated from observed gravity values.
 GW1726
 GW1726;                    North         East    Units  Estimated Accuracy
 GW1726;SPC VA N     - 2,030,080.    3,378,380.      MT  (+/- 180 meters Scaled)
 GW1726
 GW1726                          SUPERSEDED SURVEY CONTROL
 GW1726
 GW1726  NGVD 29 (??/??/92)  758.148  (m)         2487.36   (f) ADJ UNCH    2 0
 GW1726
 GW1726.Superseded values are not recommended for survey control.
 GW1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1726.See file dsdata.txt to determine how the superseded data were derived.
 GW1726
 GW1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB981985(NAD 83)
 GW1726_MARKER: DD = SURVEY DISK
 GW1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1726_STAMPING: 2487 23 S 1928
 GW1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1726+STABILITY: SURFACE MOTION
 GW1726
 GW1726  HISTORY     - Date     Condition        Report By
 GW1726  HISTORY     - 1928     MONUMENTED       USGS
 GW1726  HISTORY     - 1962     GOOD             NGS
 GW1726
 GW1726                          STATION DESCRIPTION
 GW1726
 GW1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1726'5.6 MI SW FROM HOT SPRINGS.
 GW1726'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1726'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, 23 FEET SOUTHWEST
 GW1726'OF THE SOUTHWEST CORNER OF UNION CHAPEL, AND AT THE EAST SIDE
 GW1726'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL STANDARD DISK,
 GW1726'STAMPED 23 S 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2942 ***********************************************************************
 HV2942  DESIGNATION -  23 USGS
 HV2942  PID         -  HV2942
 HV2942  STATE/COUNTY-  VA/ESSEX
 HV2942  USGS QUAD   -  LORETTO (1978)
 HV2942
 HV2942                         *CURRENT SURVEY CONTROL
 HV2942  ___________________________________________________________________
 HV2942* NAD 83(1986)-  38 02 40.     (N)    077 00 20.     (W)     SCALED    
 HV2942* NAVD 88     -         6.909  (meters)      22.67   (feet)  ADJUSTED  
 HV2942  ___________________________________________________________________
 HV2942  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HV2942  DYNAMIC HT  -           6.904 (meters)      22.65  (feet)  COMP
 HV2942  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 HV2942  OBS GRAVITY -     979,995.3   (mgal)                       GRAV_OBS
 HV2942
 HV2942  VERT ORDER  -  FIRST     CLASS I
 HV2942
 HV2942.The horizontal coordinates were scaled from a topographic map and have
 HV2942.an estimated accuracy of +/- 6 seconds.
 HV2942
 HV2942.The orthometric height was determined by differential leveling
 HV2942.and adjusted by the National Geodetic Survey in June 1991..
 HV2942
 HV2942.The geoid height was determined by GEOID03.
 HV2942
 HV2942.The dynamic height is computed by dividing the NAVD 88
 HV2942.geopotential number by the normal gravity value computed on the
 HV2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2942.degrees latitude (g = 980.6199 gals.).
 HV2942
 HV2942.The modeled gravity was interpolated from observed gravity values.
 HV2942.The observed gravity was obtained from relative gravimeter ties
 HV2942.to the IGSN71 gravity network.
 HV2942
 HV2942;                    North         East    Units  Estimated Accuracy
 HV2942;SPC VA S     - 1,190,940.    3,631,180.      MT  (+/- 180 meters Scaled)
 HV2942
 HV2942                          SUPERSEDED SURVEY CONTROL
 HV2942
 HV2942  NGVD 29 (05/17/90)    7.159  (m)           23.49   (f) ADJUSTED    1 1
 HV2942
 HV2942.Superseded values are not recommended for survey control.
 HV2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2942.See file dsdata.txt to determine how the superseded data were derived.
 HV2942
 HV2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH240126(NAD 83)
 HV2942_MARKER: Q = CHISELED SQUARE
 HV2942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2942_SP_SET: BRIDGE
 HV2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2942
 HV2942  HISTORY     - Date     Condition        Report By
 HV2942  HISTORY     - UNK      MONUMENTED       USGS
 HV2942  HISTORY     - 1971     GOOD             NGS
 HV2942  HISTORY     - 1978     GOOD             DMA
 HV2942  HISTORY     - 19990609 MARK NOT FOUND   USPSQD
 HV2942  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV2942
 HV2942                          STATION DESCRIPTION
 HV2942
 HV2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2942'0.9 MI S FROM CHANCE.
 HV2942'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 HV2942'AT CHANCE, SET ON THE TOP OF THE NORTHEAST WING WALL FOR THE
 HV2942'SOUTHBOUND LANE OF THE HIGHWAY BRIDGE OVER OCCUPACIA CREEK, 14
 HV2942'FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY
 HV2942'AND LEVEL WITH THE HIGHWAY.
 HV2942
 HV2942                          STATION RECOVERY (1978)
 HV2942
 HV2942'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2942'RECOVERED IN GOOD CONDITION.
 HV2942
 HV2942                          STATION RECOVERY (1999)
 HV2942
 HV2942'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2942'MARK NOT FOUND.
 HV2942
 HV2942                          STATION RECOVERY (2004)
 HV2942
 HV2942'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV2942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5778 ***********************************************************************
 GV5778  DESIGNATION -  230 C OF R 1973
 GV5778  PID         -  GV5778
 GV5778  STATE/COUNTY-  VA/C OF RICHMOND
 GV5778  USGS QUAD   -  BON AIR (1994)
 GV5778
 GV5778                         *CURRENT SURVEY CONTROL
 GV5778  ___________________________________________________________________
 GV5778* NAD 83(1993)-  37 32 06.01442(N)    077 32 15.05463(W)     ADJUSTED  
 GV5778* NAVD 88     -        80.23   (+/-2cm)     263.2    (feet)  VERTCON   
 GV5778  ___________________________________________________________________
 GV5778  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GV5778  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5778
 GV5778  HORZ ORDER  -  SECOND
 GV5778  VERT ORDER  -  THIRD ? (See Below)
 GV5778
 GV5778.The horizontal coordinates were established by classical geodetic methods
 GV5778.and adjusted by the National Geodetic Survey in November 1994..
 GV5778
 GV5778.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5778.The vertical order pertains to the NGVD 29 superseded value.
 GV5778
 GV5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5778
 GV5778.The geoid height was determined by GEOID03.
 GV5778
 GV5778;                    North         East     Units Scale Factor Converg.
 GV5778;SPC VA S     - 1,133,789.668 3,585,062.647   MT  0.99994966   +0 35 03.0
 GV5778;SPC VA S     - 3,719,774.94 11,761,993.03   sFT  0.99994966   +0 35 03.0
 GV5778;UTM  18      - 4,157,250.704   275,794.527   MT  1.00021922   -1 32 47.8
 GV5778
 GV5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5778!SPC VA S     -   0.99999257  x   0.99994966  =   0.99994223
 GV5778!UTM  18      -   0.99999257  x   1.00021922  =   1.00021179
 GV5778
 GV5778|---------------------------------------------------------------------|
 GV5778| PID    Reference Object                     Distance      Geod. Az  |
 GV5778|                                                           dddmmss.s |
 GV5778| GV5772 49                                  365.924 METERS 05500     |
 GV5778| GV5779 231 C OF R 1973                     133.348 METERS 31826     |
 GV5778|---------------------------------------------------------------------|
 GV5778
 GV5778                          SUPERSEDED SURVEY CONTROL
 GV5778
 GV5778  NAD 83(1986)-  37 32 06.02062(N)    077 32 15.07143(W) AD(       ) 2
 GV5778  NAD 27      -  37 32 05.49071(N)    077 32 16.12107(W) AD(       ) 2
 GV5778  NGVD 29 (07/19/86)   80.54   (m)          264.2    (f) LEVELING    3  
 GV5778
 GV5778.Superseded values are not recommended for survey control.
 GV5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5778.See file dsdata.txt to determine how the superseded data were derived.
 GV5778
 GV5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7579557251(NAD 83)
 GV5778_MARKER: Z = SEE DESCRIPTION
 GV5778_SETTING: 0 = UNSPECIFIED SETTING
 GV5778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5778
 GV5778  HISTORY     - Date     Condition        Report By
 GV5778  HISTORY     - 1973     MONUMENTED       VA2060
 GV5778  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5778  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5778  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5778
 GV5778                          STATION DESCRIPTION
 GV5778
 GV5778'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5778'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5778'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5778'AVE., THENCE EAST ON FOREST HILL AVE. 1.40 MILES TO KENMORE ROAD
 GV5778'AND POINT NO. 230.
 GV5778'
 GV5778'IRON PIN SET IN GROUND WITH PUNCH HOLE IN CENTER.  SET FLUSH WITH
 GV5778'GROUND.
 GV5778'
 GV5778'37.4 FEET S.E. OF C/L OF FOREST HILL AVE.  27.0 FEET N.E. OF C/L
 GV5778'OF KENMORE ROAD PROJECTED.  52.4 FEET N.E. OF VEPCO POLE NO.
 GV5778'BK89.  18.8 FEET W. OF A 6 INCHES PINE TREE.  93.5 FEET N. OF
 GV5778'CORNER OF A 6 FEET BRICK WALL.  N.W. OF 12 INCHES OAK TREE.
 GV5778'
 GV5778'NEAREST TOWN--RICHMOND.
 GV5778
 GV5778                          STATION RECOVERY (1995)
 GV5778
 GV5778'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5778'MARK NOT FOUND.
 GV5778
 GV5778                          STATION RECOVERY (1999)
 GV5778
 GV5778'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5778'MARK NOT FOUND.
 GV5778
 GV5778                          STATION RECOVERY (2004)
 GV5778
 GV5778'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0005 ***********************************************************************
 GW0005  DESIGNATION -  230 CORR
 GW0005  PID         -  GW0005
 GW0005  STATE/COUNTY-  VA/FLUVANNA
 GW0005  USGS QUAD   -  ARVONIA (1987)
 GW0005
 GW0005                         *CURRENT SURVEY CONTROL
 GW0005  ___________________________________________________________________
 GW0005* NAD 83(1986)-  37 43 03.     (N)    078 18 30.     (W)     SCALED    
 GW0005* NAVD 88     -        69.879  (meters)     229.26   (feet)  ADJUSTED  
 GW0005  ___________________________________________________________________
 GW0005  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW0005  DYNAMIC HT  -          69.831 (meters)     229.10  (feet)  COMP
 GW0005  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 GW0005
 GW0005  VERT ORDER  -  SECOND    CLASS 0
 GW0005
 GW0005.The horizontal coordinates were scaled from a topographic map and have
 GW0005.an estimated accuracy of +/- 6 seconds.
 GW0005
 GW0005.The orthometric height was determined by differential leveling
 GW0005.and adjusted by the National Geodetic Survey in June 1991..
 GW0005
 GW0005.The geoid height was determined by GEOID03.
 GW0005
 GW0005.The dynamic height is computed by dividing the NAVD 88
 GW0005.geopotential number by the normal gravity value computed on the
 GW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0005.degrees latitude (g = 980.6199 gals.).
 GW0005
 GW0005.The modeled gravity was interpolated from observed gravity values.
 GW0005
 GW0005;                    North         East    Units  Estimated Accuracy
 GW0005;SPC VA S     - 1,153,630.    3,516,900.      MT  (+/- 180 meters Scaled)
 GW0005
 GW0005                          SUPERSEDED SURVEY CONTROL
 GW0005
 GW0005  NGVD 29 (??/??/92)   70.159  (m)          230.18   (f) ADJ UNCH    2 0
 GW0005
 GW0005.Superseded values are not recommended for survey control.
 GW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0005.See file dsdata.txt to determine how the superseded data were derived.
 GW0005
 GW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB372778(NAD 83)
 GW0005_MARKER: B = BOLT
 GW0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0005_SP_SET: LOCK
 GW0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0005
 GW0005  HISTORY     - Date     Condition        Report By
 GW0005  HISTORY     - UNK      MONUMENTED       CORR
 GW0005  HISTORY     - 1935     GOOD             NGS
 GW0005  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0005  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0005
 GW0005                          STATION DESCRIPTION
 GW0005
 GW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0005'1.3 MI E FROM STRATHMORE.
 GW0005'1.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0005'STRATHMORE, AT MILEAGE 67.03, AT AN OLD CANAL LOCK, AND IN THE
 GW0005'WEST END OF THE SOUTH WALL.  AN IRON BOLT.
 GW0005
 GW0005                          STATION RECOVERY (1983)
 GW0005
 GW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0005'NOT RECOVERED, A CANAL LOCK COULD NOT BE FOUND AT THIS LOCATION.
 GW0005
 GW0005                          STATION RECOVERY (1998)
 GW0005
 GW0005'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1488 ***********************************************************************
 GW1488  DESIGNATION -  230.5
 GW1488  PID         -  GW1488
 GW1488  STATE/COUNTY-  VA/BEDFORD
 GW1488  USGS QUAD   -  HARDY (1984)
 GW1488
 GW1488                         *CURRENT SURVEY CONTROL
 GW1488  ___________________________________________________________________
 GW1488* NAD 83(1986)-  37 13 44.     (N)    079 45 17.     (W)     SCALED    
 GW1488* NAVD 88     -       282.161  (meters)     925.72   (feet)  ADJUSTED  
 GW1488  ___________________________________________________________________
 GW1488  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1488  DYNAMIC HT  -         281.930 (meters)     924.97  (feet)  COMP
 GW1488  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GW1488
 GW1488  VERT ORDER  -  SECOND    CLASS 0
 GW1488
 GW1488.The horizontal coordinates were scaled from a topographic map and have
 GW1488.an estimated accuracy of +/- 6 seconds.
 GW1488
 GW1488.The orthometric height was determined by differential leveling
 GW1488.and adjusted by the National Geodetic Survey in June 1991..
 GW1488
 GW1488.The geoid height was determined by GEOID03.
 GW1488
 GW1488.The dynamic height is computed by dividing the NAVD 88
 GW1488.geopotential number by the normal gravity value computed on the
 GW1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1488.degrees latitude (g = 980.6199 gals.).
 GW1488
 GW1488.The modeled gravity was interpolated from observed gravity values.
 GW1488
 GW1488;                    North         East    Units  Estimated Accuracy
 GW1488;SPC VA S     - 1,100,120.    3,388,660.      MT  (+/- 180 meters Scaled)
 GW1488
 GW1488                          SUPERSEDED SURVEY CONTROL
 GW1488
 GW1488  NGVD 29 (??/??/92)  282.366  (m)          926.40   (f) ADJ UNCH    2 0
 GW1488
 GW1488.Superseded values are not recommended for survey control.
 GW1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1488.See file dsdata.txt to determine how the superseded data were derived.
 GW1488
 GW1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB104209(NAD 83)
 GW1488_MARKER: Q = CHISELED SQUARE
 GW1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1488_SP_SET: BRIDGE
 GW1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1488
 GW1488  HISTORY     - Date     Condition        Report By
 GW1488  HISTORY     - UNK      MONUMENTED       VARR
 GW1488  HISTORY     - 1935     GOOD             NGS
 GW1488
 GW1488                          STATION DESCRIPTION
 GW1488
 GW1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1488'0.9 MI E FROM STEWARTSVILLE.
 GW1488'ABOUT 0.9 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1488'AT STEWARTSVILLE, BEDFORD COUNTY, AND ON TOP OF THE FOOTING OF THE
 GW1488'NORTHEAST UPRIGHT OF A BRIDGE AT AN OVERHEAD CROSSING.  A CHISELED
 GW1488'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1489 ***********************************************************************
 GW1489  DESIGNATION -  230.7
 GW1489  PID         -  GW1489
 GW1489  STATE/COUNTY-  VA/BEDFORD
 GW1489  USGS QUAD   -  HARDY (1984)
 GW1489
 GW1489                         *CURRENT SURVEY CONTROL
 GW1489  ___________________________________________________________________
 GW1489* NAD 83(1986)-  37 13 51.     (N)    079 45 33.     (W)     SCALED    
 GW1489* NAVD 88     -       281.464  (meters)     923.44   (feet)  ADJUSTED  
 GW1489  ___________________________________________________________________
 GW1489  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1489  DYNAMIC HT  -         281.234 (meters)     922.68  (feet)  COMP
 GW1489  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 GW1489
 GW1489  VERT ORDER  -  SECOND    CLASS 0
 GW1489
 GW1489.The horizontal coordinates were scaled from a topographic map and have
 GW1489.an estimated accuracy of +/- 6 seconds.
 GW1489
 GW1489.The orthometric height was determined by differential leveling
 GW1489.and adjusted by the National Geodetic Survey in June 1991..
 GW1489
 GW1489.The geoid height was determined by GEOID03.
 GW1489
 GW1489.The dynamic height is computed by dividing the NAVD 88
 GW1489.geopotential number by the normal gravity value computed on the
 GW1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1489.degrees latitude (g = 980.6199 gals.).
 GW1489
 GW1489.The modeled gravity was interpolated from observed gravity values.
 GW1489
 GW1489;                    North         East    Units  Estimated Accuracy
 GW1489;SPC VA S     - 1,100,350.    3,388,270.      MT  (+/- 180 meters Scaled)
 GW1489
 GW1489                          SUPERSEDED SURVEY CONTROL
 GW1489
 GW1489  NGVD 29 (??/??/92)  281.668  (m)          924.11   (f) ADJ UNCH    2 0
 GW1489
 GW1489.Superseded values are not recommended for survey control.
 GW1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1489.See file dsdata.txt to determine how the superseded data were derived.
 GW1489
 GW1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB100212(NAD 83)
 GW1489_MARKER: T = CHISELED TRIANGLE
 GW1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1489_SP_SET: BRIDGE
 GW1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1489
 GW1489  HISTORY     - Date     Condition        Report By
 GW1489  HISTORY     - UNK      MONUMENTED       VARR
 GW1489  HISTORY     - 1935     GOOD             NGS
 GW1489
 GW1489                          STATION DESCRIPTION
 GW1489
 GW1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1489'0.7 MI E FROM STEWARTSVILLE.
 GW1489'ABOUT 0.7 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1489'AT STEWARTSVILLE, BEDFORD COUNTY, 8.8 FEET WEST OF THE WEST RAIL,
 GW1489'AND ON TOP OF THE NORTH END OF THE BACK WALL OF THE EAST ABUTMENT
 GW1489'OF THE BEAVER DAM CREEK BRIDGE.  A CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1459 ***********************************************************************
 FX1459  DESIGNATION -  2308
 FX1459  PID         -  FX1459
 FX1459  STATE/COUNTY-  VA/BRUNSWICK
 FX1459  USGS QUAD   -  MC KENNEY (1972)
 FX1459
 FX1459                         *CURRENT SURVEY CONTROL
 FX1459  ___________________________________________________________________
 FX1459* NAD 83(1986)-  36 55 56.     (N)    077 44 07.     (W)     SCALED    
 FX1459* NAVD 88     -        80.853  (meters)     265.27   (feet)  POSTED    
 FX1459  ___________________________________________________________________
 FX1459  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FX1459  DYNAMIC HT  -          80.790 (meters)     265.06  (feet)  COMP
 FX1459  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 FX1459
 FX1459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1459
 FX1459.The horizontal coordinates were scaled from a topographic map and have
 FX1459.an estimated accuracy of +/- 6 seconds.
 FX1459
 FX1459.The orthometric height was determined by differential leveling
 FX1459.and adjusted by the National Geodetic Survey in 1992..
 FX1459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1459.rate of 0.0 thru 1.0 mm/km.
 FX1459
 FX1459.The geoid height was determined by GEOID03.
 FX1459
 FX1459.The dynamic height is computed by dividing the NAVD 88
 FX1459.geopotential number by the normal gravity value computed on the
 FX1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1459.degrees latitude (g = 980.6199 gals.).
 FX1459
 FX1459.The modeled gravity was interpolated from observed gravity values.
 FX1459
 FX1459;                    North         East    Units  Estimated Accuracy
 FX1459;SPC VA S     - 1,066,740.    3,568,130.      MT  (+/- 180 meters Scaled)
 FX1459
 FX1459                          SUPERSEDED SURVEY CONTROL
 FX1459
 FX1459  NGVD 29 (??/??/92)   81.168  (m)          266.30   (f) ADJ UNCH    2 0
 FX1459
 FX1459.Superseded values are not recommended for survey control.
 FX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1459.See file dsdata.txt to determine how the superseded data were derived.
 FX1459
 FX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF563908(NAD 83)
 FX1459_MARKER: DD = SURVEY DISK
 FX1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1459_STAMPING: 2308
 FX1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1459+STABILITY: SURFACE MOTION
 FX1459
 FX1459  HISTORY     - Date     Condition        Report By
 FX1459  HISTORY     - UNK      MONUMENTED       VAGS
 FX1459  HISTORY     - 1961     GOOD             NGS
 FX1459  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 FX1459
 FX1459                          STATION DESCRIPTION
 FX1459
 FX1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1459'7.8 MI N FROM SMOKY ORDINARY.
 FX1459'7.8 MILES NORTH ALONG STATE HIGHWAY 140 FROM THE BRIDGE OVER
 FX1459'THE VIRGINIAN RAILWAY AT SMOKY ORDINARY, BRUNSWICK COUNTY, AT
 FX1459'A FARM ROAD JUNCTION, 250 FEET NORTHEAST OF A 2-STORY BRICK
 FX1459'HOUSE, 14.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FX1459'7.4 FEET SOUTH OF A BLAZED TREE.  A STATE SURVEY STANDARD DISK,
 FX1459'STAMPED 2308 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1459'ABOUT 1 FOOT ABOVE GROUND.  HIGHWAY 140 IS NOW HIGHWAY 712.
 FX1459'THE TREE HAS BEEN CUT DOWN AND THE MARK IS OPPOSITE THE CENTER
 FX1459'OF THE LANE LEADING TO THE HOUSE.
 FX1459
 FX1459                          STATION RECOVERY (2001)
 FX1459
 FX1459'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1414 ***********************************************************************
 FX1414  DESIGNATION -  231
 FX1414  PID         -  FX1414
 FX1414  STATE/COUNTY-  VA/GREENSVILLE
 FX1414  USGS QUAD   -  PURDY (1986)
 FX1414
 FX1414                         *CURRENT SURVEY CONTROL
 FX1414  ___________________________________________________________________
 FX1414* NAD 83(1986)-  36 49 25.     (N)    077 35 16.     (W)     SCALED    
 FX1414* NAVD 88     -        70.009  (meters)     229.69   (feet)  POSTED    
 FX1414  ___________________________________________________________________
 FX1414  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FX1414  DYNAMIC HT  -          69.960 (meters)     229.53  (feet)  COMP
 FX1414  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 FX1414
 FX1414  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1414
 FX1414.The horizontal coordinates were scaled from a topographic map and have
 FX1414.an estimated accuracy of +/- 6 seconds.
 FX1414
 FX1414.The orthometric height was determined by differential leveling
 FX1414.and adjusted by the National Geodetic Survey in 1992..
 FX1414.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1414.rate of 0.0 thru 1.0 mm/km.
 FX1414
 FX1414.The geoid height was determined by GEOID03.
 FX1414
 FX1414.The dynamic height is computed by dividing the NAVD 88
 FX1414.geopotential number by the normal gravity value computed on the
 FX1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1414.degrees latitude (g = 980.6199 gals.).
 FX1414
 FX1414.The modeled gravity was interpolated from observed gravity values.
 FX1414
 FX1414;                    North         East    Units  Estimated Accuracy
 FX1414;SPC VA S     - 1,054,800.    3,581,380.      MT  (+/- 180 meters Scaled)
 FX1414
 FX1414                          SUPERSEDED SURVEY CONTROL
 FX1414
 FX1414  NGVD 29 (??/??/92)   70.348  (m)          230.80   (f) ADJ UNCH    2 0
 FX1414
 FX1414.Superseded values are not recommended for survey control.
 FX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1414.See file dsdata.txt to determine how the superseded data were derived.
 FX1414
 FX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF691784(NAD 83)
 FX1414_MARKER: P = PIPE CAP
 FX1414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1414_STAMPING: 230.839 1918
 FX1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1414
 FX1414  HISTORY     - Date     Condition        Report By
 FX1414  HISTORY     - 1918     MONUMENTED       USGS
 FX1414  HISTORY     - 1942     GOOD             NGS
 FX1414  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1414
 FX1414                          STATION DESCRIPTION
 FX1414
 FX1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1414'AT PURDY.
 FX1414'AT PURDY, GREENSVILLE COUNTY, ON THE VIRGINIAN RAILWAY, 132 FEET
 FX1414'EAST OF THE NORTHEAST CORNER OF THE STATION, 28 FEET SOUTH OF THE
 FX1414'CENTERLINE OF THE MAIN TRACK AT A POINT 31 FEET EAST OF THE
 FX1414'CENTER OF A HIGHWAY CROSSING, 58 FEET NORTHWEST OF THE NORTHWEST
 FX1414'CORNER OF A 2-STORY FRAMEHOUSE, LEVEL WITH THE BASE OF THE RAIL,
 FX1414'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 4
 FX1414'INCHES ABOVE GROUND.
 FX1414
 FX1414                          STATION RECOVERY (1965)
 FX1414
 FX1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5779 ***********************************************************************
 GV5779  DESIGNATION -  231 C OF R 1973
 GV5779  PID         -  GV5779
 GV5779  STATE/COUNTY-  VA/C OF RICHMOND
 GV5779  USGS QUAD   -  BON AIR (1994)
 GV5779
 GV5779                         *CURRENT SURVEY CONTROL
 GV5779  ___________________________________________________________________
 GV5779* NAD 83(1993)-  37 32 09.25063(N)    077 32 18.65820(W)     ADJUSTED  
 GV5779* NAVD 88     -        75.76   (+/-2cm)     248.6    (feet)  VERTCON   
 GV5779  ___________________________________________________________________
 GV5779  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 GV5779  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5779
 GV5779  HORZ ORDER  -  SECOND
 GV5779  VERT ORDER  -  THIRD ? (See Below)
 GV5779
 GV5779.The horizontal coordinates were established by classical geodetic methods
 GV5779.and adjusted by the National Geodetic Survey in November 1994..
 GV5779
 GV5779.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5779.The vertical order pertains to the NGVD 29 superseded value.
 GV5779
 GV5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5779
 GV5779.The geoid height was determined by GEOID03.
 GV5779
 GV5779;                    North         East     Units Scale Factor Converg.
 GV5779;SPC VA S     - 1,133,888.528 3,584,973.168   MT  0.99994971   +0 35 00.8
 GV5779;SPC VA S     - 3,720,099.28 11,761,699.47   sFT  0.99994971   +0 35 00.8
 GV5779;UTM  18      - 4,157,352.850   275,708.762   MT  1.00021970   -1 32 50.1
 GV5779
 GV5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5779!SPC VA S     -   0.99999327  x   0.99994971  =   0.99994298
 GV5779!UTM  18      -   0.99999327  x   1.00021970  =   1.00021297
 GV5779
 GV5779|---------------------------------------------------------------------|
 GV5779| PID    Reference Object                     Distance      Geod. Az  |
 GV5779|                                                           dddmmss.s |
 GV5779| GV5778 230 C OF R 1973                     133.348 METERS 13826     |
 GV5779| GV5781 232 C OF R 1973                     329.214 METERS 27729     |
 GV5779|---------------------------------------------------------------------|
 GV5779
 GV5779                          SUPERSEDED SURVEY CONTROL
 GV5779
 GV5779  NAD 83(1986)-  37 32 09.25683(N)    077 32 18.67501(W) AD(       ) 2
 GV5779  NAD 27      -  37 32 08.72695(N)    077 32 19.72457(W) AD(       ) 2
 GV5779  NGVD 29 (07/19/86)   76.07   (m)          249.6    (f) LEVELING    3  
 GV5779
 GV5779.Superseded values are not recommended for survey control.
 GV5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5779.See file dsdata.txt to determine how the superseded data were derived.
 GV5779
 GV5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7570957353(NAD 83)
 GV5779_MARKER: Z = SEE DESCRIPTION
 GV5779_SETTING: 0 = UNSPECIFIED SETTING
 GV5779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5779
 GV5779  HISTORY     - Date     Condition        Report By
 GV5779  HISTORY     - 1973     MONUMENTED       VA2060
 GV5779  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5779  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5779  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5779
 GV5779                          STATION DESCRIPTION
 GV5779
 GV5779'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5779'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5779'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5779'AVE., THENCE EAST ON FOREST HILL AVE. 1.40 MILES TO KENMORE ROAD,
 GV5779'THENCE NORTH ON KENMORE ROAD 0.10 MILE TO ARDENDALE ROAD AND POINT
 GV5779'NO. 231.
 GV5779'
 GV5779'IRON PIN SET IN GROUND WITH A PUNCH HOLE IN THE CENTER.  SET FLUSH
 GV5779'WITH GROUND.
 GV5779'
 GV5779'111.7 FEET S.S.E. OF C/L OF ARDENDALE ROAD.  40.6 FEET W.S.W.
 GV5779'OF C/L OF KENMORE ROAD.  63.9 FEET S.S.E. OF VEPCO POLE NO.
 GV5779'BK59.  13.2 FEET E. OF A 12 INCH PINE TREE.  12.2 FEET S.E. OF AN
 GV5779'8 INCH OAK TREE.  29.6 FEET S.E. OF A 15 INCH PINE TREE.
 GV5779'
 GV5779'NEAREST TOWN--RICHMOND.
 GV5779
 GV5779                          STATION RECOVERY (1995)
 GV5779
 GV5779'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5779'MARK NOT FOUND.
 GV5779
 GV5779                          STATION RECOVERY (1999)
 GV5779
 GV5779'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5779'MARK NOT FOUND.
 GV5779
 GV5779                          STATION RECOVERY (2004)
 GV5779
 GV5779'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5781 ***********************************************************************
 GV5781  DESIGNATION -  232 C OF R 1973
 GV5781  PID         -  GV5781
 GV5781  STATE/COUNTY-  VA/C OF RICHMOND
 GV5781  USGS QUAD   -  BON AIR (1994)
 GV5781
 GV5781                         *CURRENT SURVEY CONTROL
 GV5781  ___________________________________________________________________
 GV5781* NAD 83(1993)-  37 32 10.63995(N)    077 32 31.95374(W)     ADJUSTED  
 GV5781* NAVD 88     -        72.09   (+/-2cm)     236.5    (feet)  VERTCON   
 GV5781  ___________________________________________________________________
 GV5781  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GV5781  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5781
 GV5781  HORZ ORDER  -  SECOND
 GV5781  VERT ORDER  -  THIRD ? (See Below)
 GV5781
 GV5781.The horizontal coordinates were established by classical geodetic methods
 GV5781.and adjusted by the National Geodetic Survey in November 1994..
 GV5781
 GV5781.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5781.The vertical order pertains to the NGVD 29 superseded value.
 GV5781
 GV5781.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5781
 GV5781.The geoid height was determined by GEOID03.
 GV5781
 GV5781;                    North         East     Units Scale Factor Converg.
 GV5781;SPC VA S     - 1,133,928.039 3,584,646.350   MT  0.99994973   +0 34 52.7
 GV5781;SPC VA S     - 3,720,228.91 11,760,627.23   sFT  0.99994973   +0 34 52.7
 GV5781;UTM  18      - 4,157,404.499   275,383.551   MT  1.00022150   -1 32 58.3
 GV5781
 GV5781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5781!SPC VA S     -   0.99999384  x   0.99994973  =   0.99994357
 GV5781!UTM  18      -   0.99999384  x   1.00022150  =   1.00021534
 GV5781
 GV5781|---------------------------------------------------------------------|
 GV5781| PID    Reference Object                     Distance      Geod. Az  |
 GV5781|                                                           dddmmss.s |
 GV5781| GV5779 231 C OF R 1973                     329.214 METERS 09728     |
 GV5781| GV5782 233 C OF R 1973                     183.589 METERS 35429     |
 GV5781|---------------------------------------------------------------------|
 GV5781
 GV5781                          SUPERSEDED SURVEY CONTROL
 GV5781
 GV5781  NAD 83(1986)-  37 32 10.64611(N)    077 32 31.97054(W) AD(       ) 2
 GV5781  NAD 27      -  37 32 10.11616(N)    077 32 33.01971(W) AD(       ) 2
 GV5781  NGVD 29 (07/19/86)   72.40   (m)          237.5    (f) LEVELING    3  
 GV5781
 GV5781.Superseded values are not recommended for survey control.
 GV5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5781.See file dsdata.txt to determine how the superseded data were derived.
 GV5781
 GV5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7538457404(NAD 83)
 GV5781_MARKER: Z = SEE DESCRIPTION
 GV5781_SETTING: 0 = UNSPECIFIED SETTING
 GV5781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5781
 GV5781  HISTORY     - Date     Condition        Report By
 GV5781  HISTORY     - 1973     MONUMENTED       VA2060
 GV5781  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5781  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5781  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5781
 GV5781                          STATION DESCRIPTION
 GV5781
 GV5781'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5781'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5781'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5781'AVE., THENCE EAST ON FOREST HILL AVE. 1.40 MILES TO KENMORE ROAD,
 GV5781'THENCE NORTH ON KENMORE ROAD 0.10 MILE TO ARDENDALE ROAD, THENCE
 GV5781'WEST ON ARDENDALE ROAD 0.20 MILE TO KENMORE ROAD POINT NO. 232.
 GV5781'
 GV5781'IRON PIN SET IN GROUND WITH A PUNCH HOLE IN THE CENTER.  SET FLUSH
 GV5781'WITH GROUND.
 GV5781'
 GV5781'16.7 FEET W.N.W. OF C/L OF KENBURY ROAD.  14.5 FEET N. OF C/L OF
 GV5781'ARDENDALE ROAD PROJECTED.  38.14 FEET W. OF N. END OF A 30 INCHES
 GV5781'C.M. PIPE.  57.34 FEET N.N.W. OF SOUTH END OF A 30 INCHES C.M.
 GV5781'PIPE.  68.46 FEET W. OF CONCRETE R/W MONUMENT.  47.0 FEET N.E. OF
 GV5781'A 10 INCHES PINE TREE.
 GV5781'
 GV5781'NEAREST TOWN--RICHMOND.
 GV5781
 GV5781                          STATION RECOVERY (1995)
 GV5781
 GV5781'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5781'MARK NOT FOUND.
 GV5781
 GV5781                          STATION RECOVERY (1999)
 GV5781
 GV5781'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5781'MARK NOT FOUND.
 GV5781
 GV5781                          STATION RECOVERY (2004)
 GV5781
 GV5781'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1491 ***********************************************************************
 GW1491  DESIGNATION -  232.0
 GW1491  PID         -  GW1491
 GW1491  STATE/COUNTY-  VA/BEDFORD
 GW1491  USGS QUAD   -  HARDY (1984)
 GW1491
 GW1491                         *CURRENT SURVEY CONTROL
 GW1491  ___________________________________________________________________
 GW1491* NAD 83(1986)-  37 14 03.     (N)    079 46 55.     (W)     SCALED    
 GW1491* NAVD 88     -       278.147  (meters)     912.55   (feet)  ADJUSTED  
 GW1491  ___________________________________________________________________
 GW1491  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW1491  DYNAMIC HT  -         277.919 (meters)     911.81  (feet)  COMP
 GW1491  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 GW1491
 GW1491  VERT ORDER  -  SECOND    CLASS 0
 GW1491
 GW1491.The horizontal coordinates were scaled from a topographic map and have
 GW1491.an estimated accuracy of +/- 6 seconds.
 GW1491
 GW1491.The orthometric height was determined by differential leveling
 GW1491.and adjusted by the National Geodetic Survey in June 1991..
 GW1491
 GW1491.The geoid height was determined by GEOID03.
 GW1491
 GW1491.The dynamic height is computed by dividing the NAVD 88
 GW1491.geopotential number by the normal gravity value computed on the
 GW1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1491.degrees latitude (g = 980.6199 gals.).
 GW1491
 GW1491.The modeled gravity was interpolated from observed gravity values.
 GW1491
 GW1491;                    North         East    Units  Estimated Accuracy
 GW1491;SPC VA S     - 1,100,740.    3,386,250.      MT  (+/- 180 meters Scaled)
 GW1491
 GW1491                          SUPERSEDED SURVEY CONTROL
 GW1491
 GW1491  NGVD 29 (??/??/92)  278.350  (m)          913.22   (f) ADJ UNCH    2 0
 GW1491
 GW1491.Superseded values are not recommended for survey control.
 GW1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1491.See file dsdata.txt to determine how the superseded data were derived.
 GW1491
 GW1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB080215(NAD 83)
 GW1491_MARKER: Q = CHISELED SQUARE
 GW1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1491_SP_SET: BRIDGE
 GW1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1491
 GW1491  HISTORY     - Date     Condition        Report By
 GW1491  HISTORY     - UNK      MONUMENTED       VARR
 GW1491  HISTORY     - 1935     GOOD             NGS
 GW1491
 GW1491                          STATION DESCRIPTION
 GW1491
 GW1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1491'0.6 MI W FROM STEWARTSVILLE.
 GW1491'ABOUT 0.6 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1491'AT STEWARTSVILLE, BEDFORD COUNTY, ON TOP OF THE SOUTHWEST CORNER
 GW1491'OF THE SOUTH END OF THE BACK WALL OF THE EAST ABUTMENT OF THE
 GW1491'FALLING CREEK RAILROAD BRIDGE, AND 8.9 FEET SOUTH OF THE SOUTH
 GW1491'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1492 ***********************************************************************
 GW1492  DESIGNATION -  232.9
 GW1492  PID         -  GW1492
 GW1492  STATE/COUNTY-  VA/BEDFORD
 GW1492  USGS QUAD   -  HARDY (1984)
 GW1492
 GW1492                         *CURRENT SURVEY CONTROL
 GW1492  ___________________________________________________________________
 GW1492* NAD 83(1986)-  37 13 46.     (N)    079 47 48.     (W)     SCALED    
 GW1492* NAVD 88     -       275.967  (meters)     905.40   (feet)  ADJUSTED  
 GW1492  ___________________________________________________________________
 GW1492  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW1492  DYNAMIC HT  -         275.741 (meters)     904.66  (feet)  COMP
 GW1492  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 GW1492
 GW1492  VERT ORDER  -  SECOND    CLASS 0
 GW1492
 GW1492.The horizontal coordinates were scaled from a topographic map and have
 GW1492.an estimated accuracy of +/- 6 seconds.
 GW1492
 GW1492.The orthometric height was determined by differential leveling
 GW1492.and adjusted by the National Geodetic Survey in June 1991..
 GW1492
 GW1492.The geoid height was determined by GEOID03.
 GW1492
 GW1492.The dynamic height is computed by dividing the NAVD 88
 GW1492.geopotential number by the normal gravity value computed on the
 GW1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1492.degrees latitude (g = 980.6199 gals.).
 GW1492
 GW1492.The modeled gravity was interpolated from observed gravity values.
 GW1492
 GW1492;                    North         East    Units  Estimated Accuracy
 GW1492;SPC VA S     - 1,100,240.    3,384,940.      MT  (+/- 180 meters Scaled)
 GW1492
 GW1492                          SUPERSEDED SURVEY CONTROL
 GW1492
 GW1492  NGVD 29 (??/??/92)  276.170  (m)          906.07   (f) ADJ UNCH    2 0
 GW1492
 GW1492.Superseded values are not recommended for survey control.
 GW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1492.See file dsdata.txt to determine how the superseded data were derived.
 GW1492
 GW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB067210(NAD 83)
 GW1492_MARKER: Q = CHISELED SQUARE
 GW1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1492_SP_SET: BRIDGE
 GW1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1492
 GW1492  HISTORY     - Date     Condition        Report By
 GW1492  HISTORY     - UNK      MONUMENTED       VARR
 GW1492  HISTORY     - 1935     GOOD             NGS
 GW1492
 GW1492                          STATION DESCRIPTION
 GW1492
 GW1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1492'1.5 MI W FROM STEWARTSVILLE.
 GW1492'ABOUT 1.5 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1492'AT STEWARTSVILLE, BEDFORD COUNTY, AND ON TOP OF THE NORTH END OF
 GW1492'THE EAST ABUTMENT OF THE BARTON CREEK RAILROAD BRIDGE.  A CHISELED
 GW1492'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5782 ***********************************************************************
 GV5782  DESIGNATION -  233 C OF R 1973
 GV5782  PID         -  GV5782
 GV5782  STATE/COUNTY-  VA/C OF RICHMOND
 GV5782  USGS QUAD   -  BON AIR (1994)
 GV5782
 GV5782                         *CURRENT SURVEY CONTROL
 GV5782  ___________________________________________________________________
 GV5782* NAD 83(1993)-  37 32 16.56734(N)    077 32 32.67167(W)     ADJUSTED  
 GV5782* NAVD 88     -        75.40   (+/-2cm)     247.4    (feet)  VERTCON   
 GV5782  ___________________________________________________________________
 GV5782  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GV5782  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5782
 GV5782  HORZ ORDER  -  SECOND
 GV5782  VERT ORDER  -  THIRD ? (See Below)
 GV5782
 GV5782.The horizontal coordinates were established by classical geodetic methods
 GV5782.and adjusted by the National Geodetic Survey in November 1994..
 GV5782
 GV5782.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5782.The vertical order pertains to the NGVD 29 superseded value.
 GV5782
 GV5782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5782
 GV5782.The geoid height was determined by GEOID03.
 GV5782
 GV5782;                    North         East     Units Scale Factor Converg.
 GV5782;SPC VA S     - 1,134,110.582 3,584,626.873   MT  0.99994981   +0 34 52.3
 GV5782;SPC VA S     - 3,720,827.80 11,760,563.33   sFT  0.99994981   +0 34 52.3
 GV5782;UTM  18      - 4,157,587.690   275,370.871   MT  1.00022157   -1 32 58.9
 GV5782
 GV5782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5782!SPC VA S     -   0.99999332  x   0.99994981  =   0.99994313
 GV5782!UTM  18      -   0.99999332  x   1.00022157  =   1.00021489
 GV5782
 GV5782                          SUPERSEDED SURVEY CONTROL
 GV5782
 GV5782  NAD 83(1986)-  37 32 16.57351(N)    077 32 32.68851(W) AD(       ) 2
 GV5782  NAD 27      -  37 32 16.04366(N)    077 32 33.73772(W) AD(       ) 2
 GV5782  NGVD 29 (07/19/86)   75.71   (m)          248.4    (f) LEVELING    3  
 GV5782
 GV5782.Superseded values are not recommended for survey control.
 GV5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5782.See file dsdata.txt to determine how the superseded data were derived.
 GV5782
 GV5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7537157588(NAD 83)
 GV5782_MARKER: Z = SEE DESCRIPTION
 GV5782_SETTING: 0 = UNSPECIFIED SETTING
 GV5782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5782
 GV5782  HISTORY     - Date     Condition        Report By
 GV5782  HISTORY     - 1973     MONUMENTED       VA2060
 GV5782  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5782  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5782  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5782
 GV5782                          STATION DESCRIPTION
 GV5782
 GV5782'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5782'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5782'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5782'AVE., THENCE EAST ON FOREST HILL AVE. 1.40 MILES TO KENMORE ROAD,
 GV5782'THENCE NORTH ON KENMORE ROAD 0.10 MILE TO ARDENDALE ROAD, THENCE
 GV5782'WEST ON ARDENDALE ROAD 0.20 MILE TO KENBURY ROAD, THENCE NORTH ON
 GV5782'KENBURY ROAD 0.10 MILE TO POINT NO. 233.
 GV5782'
 GV5782'IRON PIN SET IN GROUND WITH A PUNCH HOLE IN THE CENTER.  SET FLUSH
 GV5782'WITH GROUND.
 GV5782'
 GV5782'127.0 FEET OF C/L OF STRATFORD ROAD.  22.6 FEET W. OF C/L OF KENBURY
 GV5782'ROAD.  45.45 FEET N.E. OF CORNER OF FRAME GARAGE OF HOUSE NO. 2750
 GV5782'STRATFORD ROAD.  9.98 FEET N.W. OF N. END OF 12 INCHES CONCRETE
 GV5782'PIPE.  40.47 FEET W.S.W. OF THE S. END OF 12 INCHES CONCRETE PIPE.
 GV5782'
 GV5782'NEAREST TOWN--RICHMOND.
 GV5782
 GV5782                          STATION RECOVERY (1995)
 GV5782
 GV5782'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5782'MARK NOT FOUND.
 GV5782
 GV5782                          STATION RECOVERY (1999)
 GV5782
 GV5782'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5782'MARK NOT FOUND.
 GV5782
 GV5782                          STATION RECOVERY (2004)
 GV5782
 GV5782'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2571 ***********************************************************************
 GV2571  DESIGNATION -  233.0 USGS
 GV2571  PID         -  GV2571
 GV2571  STATE/COUNTY-  VA/HENRICO
 GV2571  USGS QUAD   -  HYLAS (1994)
 GV2571
 GV2571                         *CURRENT SURVEY CONTROL
 GV2571  ___________________________________________________________________
 GV2571* NAD 83(1986)-  37 39 31.     (N)    077 37 59.     (W)     SCALED    
 GV2571* NAVD 88     -        70.726  (meters)     232.04   (feet)  ADJUSTED  
 GV2571  ___________________________________________________________________
 GV2571  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GV2571  DYNAMIC HT  -          70.679 (meters)     231.89  (feet)  COMP
 GV2571  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 GV2571
 GV2571  VERT ORDER  -  SECOND    CLASS 0
 GV2571
 GV2571.The horizontal coordinates were scaled from a topographic map and have
 GV2571.an estimated accuracy of +/- 6 seconds.
 GV2571
 GV2571.The orthometric height was determined by differential leveling
 GV2571.and adjusted by the National Geodetic Survey in June 1991..
 GV2571
 GV2571.The geoid height was determined by GEOID03.
 GV2571
 GV2571.The dynamic height is computed by dividing the NAVD 88
 GV2571.geopotential number by the normal gravity value computed on the
 GV2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2571.degrees latitude (g = 980.6199 gals.).
 GV2571
 GV2571.The modeled gravity was interpolated from observed gravity values.
 GV2571
 GV2571;                    North         East    Units  Estimated Accuracy
 GV2571;SPC VA S     - 1,147,430.    3,576,490.      MT  (+/- 180 meters Scaled)
 GV2571
 GV2571                          SUPERSEDED SURVEY CONTROL
 GV2571
 GV2571  NGVD 29 (??/??/??)   71.019  (m)          233.00   (f) ADJUSTED    2 0
 GV2571
 GV2571.Superseded values are not recommended for survey control.
 GV2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2571.See file dsdata.txt to determine how the superseded data were derived.
 GV2571
 GV2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG677712(NAD 83)
 GV2571_MARKER: Q = CHISELED SQUARE
 GV2571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2571_SP_SET: CULVERT
 GV2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2571
 GV2571  HISTORY     - Date     Condition        Report By
 GV2571  HISTORY     - UNK      MONUMENTED       USGS
 GV2571  HISTORY     - 1958     GOOD             CGS
 GV2571  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV2571  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2571  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2571
 GV2571                          STATION DESCRIPTION
 GV2571
 GV2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2571'1.3 MI W FROM SHORT PUMP.
 GV2571'1.3 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF STATE
 GV2571'HIGHWAY 271 AT SHORT PUMP, AT THE SOUTHWEST CORNER OF THE
 GV2571'INTERSECTION OF A NORTH-AND-SOUTH ROAD, AND ON THE TOP OF THE
 GV2571'EAST END OF A CONCRETE CULVERT.
 GV2571
 GV2571                          STATION RECOVERY (1996)
 GV2571
 GV2571'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2571'MARK NOT FOUND.
 GV2571
 GV2571                          STATION RECOVERY (2000)
 GV2571
 GV2571'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2571'MARK NOT FOUND.
 GV2571
 GV2571                          STATION RECOVERY (2005)
 GV2571
 GV2571'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1493 ***********************************************************************
 GW1493  DESIGNATION -  233.8
 GW1493  PID         -  GW1493
 GW1493  STATE/COUNTY-  VA/BEDFORD
 GW1493  USGS QUAD   -  HARDY (1984)
 GW1493
 GW1493                         *CURRENT SURVEY CONTROL
 GW1493  ___________________________________________________________________
 GW1493* NAD 83(1986)-  37 13 31.     (N)    079 48 33.     (W)     SCALED    
 GW1493* NAVD 88     -       275.016  (meters)     902.28   (feet)  ADJUSTED  
 GW1493  ___________________________________________________________________
 GW1493  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW1493  DYNAMIC HT  -         274.789 (meters)     901.54  (feet)  COMP
 GW1493  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 GW1493
 GW1493  VERT ORDER  -  SECOND    CLASS 0
 GW1493
 GW1493.The horizontal coordinates were scaled from a topographic map and have
 GW1493.an estimated accuracy of +/- 6 seconds.
 GW1493
 GW1493.The orthometric height was determined by differential leveling
 GW1493.and adjusted by the National Geodetic Survey in June 1991..
 GW1493
 GW1493.The geoid height was determined by GEOID03.
 GW1493
 GW1493.The dynamic height is computed by dividing the NAVD 88
 GW1493.geopotential number by the normal gravity value computed on the
 GW1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1493.degrees latitude (g = 980.6199 gals.).
 GW1493
 GW1493.The modeled gravity was interpolated from observed gravity values.
 GW1493
 GW1493;                    North         East    Units  Estimated Accuracy
 GW1493;SPC VA S     - 1,099,790.    3,383,820.      MT  (+/- 180 meters Scaled)
 GW1493
 GW1493                          SUPERSEDED SURVEY CONTROL
 GW1493
 GW1493  NGVD 29 (??/??/92)  275.217  (m)          902.94   (f) ADJ UNCH    2 0
 GW1493
 GW1493.Superseded values are not recommended for survey control.
 GW1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1493.See file dsdata.txt to determine how the superseded data were derived.
 GW1493
 GW1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB056205(NAD 83)
 GW1493_MARKER: T = CHISELED TRIANGLE
 GW1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1493_SP_SET: BRIDGE
 GW1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1493
 GW1493  HISTORY     - Date     Condition        Report By
 GW1493  HISTORY     - UNK      MONUMENTED       VARR
 GW1493  HISTORY     - 1935     GOOD             NGS
 GW1493
 GW1493                          STATION DESCRIPTION
 GW1493
 GW1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1493'2.4 MI W FROM STEWARTSVILLE.
 GW1493'ABOUT 2.4 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1493'AT STEWARTSVILLE, BEDFORD COUNTY, AT HARDY, ON TOP OF THE SOUTH
 GW1493'END OF THE EAST ABUTMENT OF A BRIDGE AT A HIGHWAY CROSSING, AND 6
 GW1493'FEET SOUTH OF THE SOUTH RAIL.  A CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5787 ***********************************************************************
 GV5787  DESIGNATION -  234 C OF R 1973
 GV5787  PID         -  GV5787
 GV5787  STATE/COUNTY-  VA/C OF RICHMOND
 GV5787  USGS QUAD   -  BON AIR (1994)
 GV5787
 GV5787                         *CURRENT SURVEY CONTROL
 GV5787  ___________________________________________________________________
 GV5787* NAD 83(1993)-  37 32 24.97538(N)    077 32 37.97206(W)     ADJUSTED  
 GV5787* NAVD 88     -        67.25   (+/-2cm)     220.6    (feet)  VERTCON   
 GV5787  ___________________________________________________________________
 GV5787  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GV5787  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5787
 GV5787  HORZ ORDER  -  SECOND
 GV5787  VERT ORDER  -  THIRD ? (See Below)
 GV5787
 GV5787.The horizontal coordinates were established by classical geodetic methods
 GV5787.and adjusted by the National Geodetic Survey in November 1994..
 GV5787
 GV5787.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5787.The vertical order pertains to the NGVD 29 superseded value.
 GV5787
 GV5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5787
 GV5787.The geoid height was determined by GEOID03.
 GV5787
 GV5787;                    North         East     Units Scale Factor Converg.
 GV5787;SPC VA S     - 1,134,368.456 3,584,494.135   MT  0.99994993   +0 34 49.1
 GV5787;SPC VA S     - 3,721,673.84 11,760,127.84   sFT  0.99994993   +0 34 49.1
 GV5787;UTM  18      - 4,157,850.393   275,247.780   MT  1.00022225   -1 33 02.5
 GV5787
 GV5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5787!SPC VA S     -   0.99999460  x   0.99994993  =   0.99994453
 GV5787!UTM  18      -   0.99999460  x   1.00022225  =   1.00021685
 GV5787
 GV5787                          SUPERSEDED SURVEY CONTROL
 GV5787
 GV5787  NAD 83(1986)-  37 32 24.98153(N)    077 32 37.98895(W) AD(       ) 2
 GV5787  NAD 27      -  37 32 24.45179(N)    077 32 39.03808(W) AD(       ) 2
 GV5787  NGVD 29 (07/19/86)   67.56   (m)          221.7    (f) LEVELING    3  
 GV5787
 GV5787.Superseded values are not recommended for survey control.
 GV5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5787.See file dsdata.txt to determine how the superseded data were derived.
 GV5787
 GV5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7524857850(NAD 83)
 GV5787_MARKER: Z = SEE DESCRIPTION
 GV5787_SETTING: 0 = UNSPECIFIED SETTING
 GV5787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5787
 GV5787  HISTORY     - Date     Condition        Report By
 GV5787  HISTORY     - 1973     MONUMENTED       VA2060
 GV5787  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5787  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5787  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5787
 GV5787                          STATION DESCRIPTION
 GV5787
 GV5787'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5787'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5787'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5787'AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILE TO CHIPPENHAM
 GV5787'PARKWAY, THENCE NORTH ON THE PARKWAY 0.95 MILE TO ARCHDALE ROAD,
 GV5787'THENCE WEST ON ARCHDALE ROAD 0.30 MILE TO POINT NO. 234.
 GV5787'
 GV5787'IRON PIN SET IN GROUND WITH A PUNCH HOLE IN THE CENTER.  SET FLUSH
 GV5787'WITH THE GROUND.
 GV5787'
 GV5787'200.4 FEET E.S.E. OF C/L OF ARCHDALE ROAD.  14.9 FEET S.S,E. OF VEPCO
 GV5787'POLE NO. WN68.  96.67 FEET E. OF N.E. CORNER OF TRI-LEVEL BRICK
 GV5787'HOUSE NO. 3041 ARCHDALE ROAD.  49.75 FEET N.E. OF N.E. CORNER OF A
 GV5787'FRAME SHED.  24.1 FEET S.W. OF 30 INCHES TWIN POPLAR TREE.
 GV5787'
 GV5787'NEAREST TOWN--RICHMOND.
 GV5787
 GV5787                          STATION RECOVERY (1995)
 GV5787
 GV5787'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5787'MARK NOT FOUND.
 GV5787
 GV5787                          STATION RECOVERY (1999)
 GV5787
 GV5787'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5787'MARK NOT FOUND.
 GV5787
 GV5787                          STATION RECOVERY (2004)
 GV5787
 GV5787'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0927 ***********************************************************************
 GV0927  DESIGNATION -  234 USGS
 GV0927  PID         -  GV0927
 GV0927  STATE/COUNTY-  VA/ESSEX
 GV0927  USGS QUAD   -  MOUNT LANDING (1985)
 GV0927
 GV0927                         *CURRENT SURVEY CONTROL
 GV0927  ___________________________________________________________________
 GV0927* NAD 83(1986)-  37 58 16.     (N)    076 56 24.     (W)     SCALED    
 GV0927* NAVD 88     -        43.158  (meters)     141.59   (feet)  ADJUSTED  
 GV0927  ___________________________________________________________________
 GV0927  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV0927  DYNAMIC HT  -          43.131 (meters)     141.51  (feet)  COMP
 GV0927  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 GV0927
 GV0927  VERT ORDER  -  FIRST     CLASS I
 GV0927
 GV0927.The horizontal coordinates were scaled from a topographic map and have
 GV0927.an estimated accuracy of +/- 6 seconds.
 GV0927
 GV0927.The orthometric height was determined by differential leveling
 GV0927.and adjusted by the National Geodetic Survey in June 1991..
 GV0927
 GV0927.The geoid height was determined by GEOID03.
 GV0927
 GV0927.The dynamic height is computed by dividing the NAVD 88
 GV0927.geopotential number by the normal gravity value computed on the
 GV0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0927.degrees latitude (g = 980.6199 gals.).
 GV0927
 GV0927.The modeled gravity was interpolated from observed gravity values.
 GV0927
 GV0927;                    North         East    Units  Estimated Accuracy
 GV0927;SPC VA S     - 1,182,890.    3,637,070.      MT  (+/- 180 meters Scaled)
 GV0927
 GV0927                          SUPERSEDED SURVEY CONTROL
 GV0927
 GV0927  NGVD 29 (??/??/??)   43.407  (m)          142.41   (f) ADJUSTED    1 1
 GV0927
 GV0927.Superseded values are not recommended for survey control.
 GV0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0927.See file dsdata.txt to determine how the superseded data were derived.
 GV0927
 GV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH295043(NAD 83)
 GV0927_MARKER: DD = SURVEY DISK
 GV0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0927_STAMPING: 142 234 MLS 1967
 GV0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0927+STABILITY: SURFACE MOTION
 GV0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0927+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2004
 GV0927
 GV0927  HISTORY     - Date     Condition        Report By
 GV0927  HISTORY     - 1967     MONUMENTED       USGS
 GV0927  HISTORY     - 1971     GOOD             NGS
 GV0927  HISTORY     - 1978     GOOD             DMA
 GV0927  HISTORY     - 19950319 GOOD             USPSQD
 GV0927  HISTORY     - 19990403 GOOD             USPSQD
 GV0927  HISTORY     - 20040305 GOOD             USPSQD
 GV0927
 GV0927                          STATION DESCRIPTION
 GV0927
 GV0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0927'5.4 MI NW FROM TAPPAHANNOCK.
 GV0927'ABOUT 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0927'OF U.S. HIGHWAY 360 AT TAPPAHANNOCK, 133 FEET NORTHWEST OF THE
 GV0927'NORTHWEST CORNER OF A CINDER BLOCK BUILDING (FORMERLY THE ROUZIE
 GV0927'SERVICE STATION), 41 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GV0927'SOUTHBOUND LANE OF THE HIGHWAY, 4 1/2 FEET WEST OF TELEPHONE POLE
 GV0927'NO. 128, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 GV0927'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV0927'1 INCH ABOVE THE LEVEL OF THE GROUND.
 GV0927
 GV0927                          STATION RECOVERY (1978)
 GV0927
 GV0927'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0927'RECOVERED IN GOOD CONDITION.
 GV0927
 GV0927                          STATION RECOVERY (1995)
 GV0927
 GV0927'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0927'RECOVERED IN GOOD CONDITION.
 GV0927
 GV0927                          STATION RECOVERY (1999)
 GV0927
 GV0927'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0927'RECOVERED IN GOOD CONDITION.
 GV0927
 GV0927                          STATION RECOVERY (2004)
 GV0927
 GV0927'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0795 ***********************************************************************
 HW0795  DESIGNATION -  2347.48
 HW0795  PID         -  HW0795
 HW0795  STATE/COUNTY-  VA/ROCKINGHAM
 HW0795  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW0795
 HW0795                         *CURRENT SURVEY CONTROL
 HW0795  ___________________________________________________________________
 HW0795* NAD 83(1986)-  38 21 29.     (N)    078 32 54.     (W)     SCALED    
 HW0795* NAVD 88     -       715.692  (meters)    2348.07   (feet)  ADJUSTED  
 HW0795  ___________________________________________________________________
 HW0795  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW0795  DYNAMIC HT  -         715.133 (meters)    2346.23  (feet)  COMP
 HW0795  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 HW0795
 HW0795  VERT ORDER  -  SECOND    CLASS 0
 HW0795
 HW0795.The horizontal coordinates were scaled from a topographic map and have
 HW0795.an estimated accuracy of +/- 6 seconds.
 HW0795
 HW0795.The orthometric height was determined by differential leveling
 HW0795.and adjusted by the National Geodetic Survey in June 1991..
 HW0795
 HW0795.The geoid height was determined by GEOID03.
 HW0795
 HW0795.The dynamic height is computed by dividing the NAVD 88
 HW0795.geopotential number by the normal gravity value computed on the
 HW0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0795.degrees latitude (g = 980.6199 gals.).
 HW0795
 HW0795.The modeled gravity was interpolated from observed gravity values.
 HW0795
 HW0795;                    North         East    Units  Estimated Accuracy
 HW0795;SPC VA N     - 2,076,740.    3,495,780.      MT  (+/- 180 meters Scaled)
 HW0795
 HW0795                          SUPERSEDED SURVEY CONTROL
 HW0795
 HW0795  NGVD 29 (??/??/92)  715.839  (m)         2348.55   (f) ADJ UNCH    2 0
 HW0795
 HW0795.Superseded values are not recommended for survey control.
 HW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0795.See file dsdata.txt to determine how the superseded data were derived.
 HW0795
 HW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC142483(NAD 83)
 HW0795_MARKER: Q = CHISELED SQUARE
 HW0795_SETTING: 80 = SET IN A BOULDER
 HW0795_SP_SET: BOULDER
 HW0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0795+STABILITY: SURFACE MOTION
 HW0795
 HW0795  HISTORY     - Date     Condition        Report By
 HW0795  HISTORY     - UNK      MONUMENTED       USGS
 HW0795  HISTORY     - 1965     GOOD             NGS
 HW0795  HISTORY     - 19980306 GOOD             USPSQD
 HW0795
 HW0795                          STATION DESCRIPTION
 HW0795
 HW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0795'6.6 MI SE FROM ELKTON.
 HW0795'6.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE CITY PRODUCE
 HW0795'EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY, 40 FEET
 HW0795'SOUTHEAST OF UNITED STATES GEOLOGICAL SURVEY BENCH MARK M.M. 2,
 HW0795'DESCRIBED BELOW, NORTH OF THE HIGHWAY, AND ON THE TOP OF AN
 HW0795'EMBEDDED BOULDER.  A CHISELED SQUARE.  NOTE-- MARK IS NOW ABOUT
 HW0795'160 FEET SOUTH OF THE HIGHWAY AND NOT NORTH OF THE HIGHWAY AS
 HW0795'PREVIOUSLY DESCRIBED.
 HW0795
 HW0795                          STATION RECOVERY (1998)
 HW0795
 HW0795'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5789 ***********************************************************************
 GV5789  DESIGNATION -  235 C OF R 1973
 GV5789  PID         -  GV5789
 GV5789  STATE/COUNTY-  VA/C OF RICHMOND
 GV5789  USGS QUAD   -  BON AIR (1994)
 GV5789
 GV5789                         *CURRENT SURVEY CONTROL
 GV5789  ___________________________________________________________________
 GV5789* NAD 83(1993)-  37 32 28.11243(N)    077 32 39.84757(W)     ADJUSTED  
 GV5789* NAVD 88     -        62.85   (+/-2cm)     206.2    (feet)  VERTCON   
 GV5789  ___________________________________________________________________
 GV5789  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GV5789  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5789
 GV5789  HORZ ORDER  -  SECOND
 GV5789  VERT ORDER  -  THIRD ? (See Below)
 GV5789
 GV5789.The horizontal coordinates were established by classical geodetic methods
 GV5789.and adjusted by the National Geodetic Survey in November 1994..
 GV5789
 GV5789.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5789.The vertical order pertains to the NGVD 29 superseded value.
 GV5789
 GV5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5789
 GV5789.The geoid height was determined by GEOID03.
 GV5789
 GV5789;                    North         East     Units Scale Factor Converg.
 GV5789;SPC VA S     - 1,134,464.696 3,584,447.118   MT  0.99994998   +0 34 47.9
 GV5789;SPC VA S     - 3,721,989.59 11,759,973.59   sFT  0.99994998   +0 34 47.9
 GV5789;UTM  18      - 4,157,948.341   275,204.363   MT  1.00022249   -1 33 03.7
 GV5789
 GV5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5789!SPC VA S     -   0.99999529  x   0.99994998  =   0.99994527
 GV5789!UTM  18      -   0.99999529  x   1.00022249  =   1.00021778
 GV5789
 GV5789                          SUPERSEDED SURVEY CONTROL
 GV5789
 GV5789  NAD 83(1986)-  37 32 28.11858(N)    077 32 39.86447(W) AD(       ) 2
 GV5789  NAD 27      -  37 32 27.58888(N)    077 32 40.91358(W) AD(       ) 2
 GV5789  NGVD 29 (07/19/86)   63.16   (m)          207.2    (f) LEVELING    3  
 GV5789
 GV5789.Superseded values are not recommended for survey control.
 GV5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5789.See file dsdata.txt to determine how the superseded data were derived.
 GV5789
 GV5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7520457948(NAD 83)
 GV5789_MARKER: Z = SEE DESCRIPTION
 GV5789_SETTING: 0 = UNSPECIFIED SETTING
 GV5789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5789
 GV5789  HISTORY     - Date     Condition        Report By
 GV5789  HISTORY     - 1973     MONUMENTED       VA2060
 GV5789  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5789  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5789  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5789
 GV5789                          STATION DESCRIPTION
 GV5789
 GV5789'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5789'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5789'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5789'AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILES TO CHIPPENHAM
 GV5789'PARKWAY, THENCE NORTH ON CHIPPENHAM PARKWAY 0.95 MILE TO ARCHDALE
 GV5789'ROAD, THENCE WEST ON ARCHDALE ROAD 0.25 MILE TO POINT NO. 235.
 GV5789'
 GV5789'IRON PIN SET IN GROUND WITH A PUNCH HOLE IN THE CENTER.  SET FLUSH
 GV5789'WITH GROUND.
 GV5789'
 GV5789'22.0 FEET N.W. OF C/L OF ARCHDALE ROAD.  45.78 FEET N.N.E. OF N. END
 GV5789'OF 12 INCHES CONCRETE PIPE.  30.09 FEET S.W. OF S. END OF 12 INCHES
 GV5789'CONCRETE PIPE.  75.60 FEET S.E. OF N.E. CORNER OF TWO-STORY FRAME
 GV5789'HOUSE NO. 3120 ARCHDALE ROAD.  55.5 FEET S. OF 18 INCH OAK TREE.
 GV5789'27.0 FEET N.E. OF 15 INCH OAK TREE.
 GV5789'
 GV5789'NEAREST TOWN--RICHMOND.
 GV5789
 GV5789                          STATION RECOVERY (1995)
 GV5789
 GV5789'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5789'MARK NOT FOUND.
 GV5789
 GV5789                          STATION RECOVERY (1999)
 GV5789
 GV5789'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5789'MARK NOT FOUND.
 GV5789
 GV5789                          STATION RECOVERY (2004)
 GV5789
 GV5789'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0923 ***********************************************************************
 GV0923  DESIGNATION -  235 USGS
 GV0923  PID         -  GV0923
 GV0923  STATE/COUNTY-  VA/ESSEX
 GV0923  USGS QUAD   -  MOUNT LANDING (1985)
 GV0923
 GV0923                         *CURRENT SURVEY CONTROL
 GV0923  ___________________________________________________________________
 GV0923* NAD 83(1986)-  37 57 32.     (N)    076 54 11.     (W)     SCALED    
 GV0923* NAVD 88     -         9.597  (meters)      31.49   (feet)  ADJUSTED  
 GV0923  ___________________________________________________________________
 GV0923  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV0923  DYNAMIC HT  -           9.590 (meters)      31.46  (feet)  COMP
 GV0923  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 GV0923  OBS GRAVITY -     980,002.6   (mgal)                       GRAV_OBS
 GV0923
 GV0923  VERT ORDER  -  FIRST     CLASS I
 GV0923
 GV0923.The horizontal coordinates were scaled from a topographic map and have
 GV0923.an estimated accuracy of +/- 6 seconds.
 GV0923
 GV0923.The orthometric height was determined by differential leveling
 GV0923.and adjusted by the National Geodetic Survey in June 1991..
 GV0923
 GV0923.The geoid height was determined by GEOID03.
 GV0923
 GV0923.The dynamic height is computed by dividing the NAVD 88
 GV0923.geopotential number by the normal gravity value computed on the
 GV0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0923.degrees latitude (g = 980.6199 gals.).
 GV0923
 GV0923.The modeled gravity was interpolated from observed gravity values.
 GV0923.The observed gravity was obtained from relative gravimeter ties
 GV0923.to the IGSN71 gravity network.
 GV0923
 GV0923;                    North         East    Units  Estimated Accuracy
 GV0923;SPC VA S     - 1,181,590.    3,640,340.      MT  (+/- 180 meters Scaled)
 GV0923
 GV0923                          SUPERSEDED SURVEY CONTROL
 GV0923
 GV0923  NGVD 29 (??/??/??)    9.844  (m)           32.30   (f) ADJUSTED    1 1
 GV0923
 GV0923.Superseded values are not recommended for survey control.
 GV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0923.See file dsdata.txt to determine how the superseded data were derived.
 GV0923
 GV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH328029(NAD 83)
 GV0923_MARKER: DD = SURVEY DISK
 GV0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0923_STAMPING: 32 235 MLS 1967
 GV0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0923+STABILITY: SURFACE MOTION
 GV0923
 GV0923  HISTORY     - Date     Condition        Report By
 GV0923  HISTORY     - 1967     MONUMENTED       USGS
 GV0923  HISTORY     - 1971     GOOD             NGS
 GV0923  HISTORY     - 1978     GOOD             DMA
 GV0923  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 GV0923  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 GV0923  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV0923
 GV0923                          STATION DESCRIPTION
 GV0923
 GV0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0923'3.2 MI NW FROM TAPPAHANNOCK.
 GV0923'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0923'OF U.S. HIGHWAY 360 AT TAPPAHANNOCK, AT THE JUNCTION OF STATE
 GV0923'HIGHWAY 703, (GWYNNFIELD ROAD), 26 1/2 FEET SOUTHWEST OF THE
 GV0923'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 1 FOOT NORTHEAST
 GV0923'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 GV0923'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GV0923'THE GROUND.
 GV0923
 GV0923                          STATION RECOVERY (1978)
 GV0923
 GV0923'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0923'PART OF DISK IS UNREADABLE APPEARS SOME FARM MACHINERY HAS RAN OVER
 GV0923'IT. WITNESS POST GONE. MARK IS 4 FT. WEST OF HWY. 703 SIGN. THE SIGN
 GV0923'FOR HWY. 703 IS 21 FT. SOUTHWEST OF EXTENDED CENTER LINE OF HWY. 703.
 GV0923
 GV0923                          STATION RECOVERY (1995)
 GV0923
 GV0923'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0923'MARK NOT FOUND.
 GV0923
 GV0923                          STATION RECOVERY (1999)
 GV0923
 GV0923'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0923'MARK NOT FOUND.
 GV0923
 GV0923                          STATION RECOVERY (2004)
 GV0923
 GV0923'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5785 ***********************************************************************
 GV5785  DESIGNATION -  236 C OF R 1973
 GV5785  PID         -  GV5785
 GV5785  STATE/COUNTY-  VA/C OF RICHMOND
 GV5785  USGS QUAD   -  BON AIR (1994)
 GV5785
 GV5785                         *CURRENT SURVEY CONTROL
 GV5785  ___________________________________________________________________
 GV5785* NAD 83(1993)-  37 32 37.09042(N)    077 32 36.66574(W)     ADJUSTED  
 GV5785* NAVD 88     -        55.86   (+/-2cm)     183.3    (feet)  VERTCON   
 GV5785  ___________________________________________________________________
 GV5785  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GV5785  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5785
 GV5785  HORZ ORDER  -  SECOND
 GV5785  VERT ORDER  -  THIRD ? (See Below)
 GV5785
 GV5785.The horizontal coordinates were established by classical geodetic methods
 GV5785.and adjusted by the National Geodetic Survey in November 1994..
 GV5785
 GV5785.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5785.The vertical order pertains to the NGVD 29 superseded value.
 GV5785
 GV5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5785
 GV5785.The geoid height was determined by GEOID03.
 GV5785
 GV5785;                    North         East     Units Scale Factor Converg.
 GV5785;SPC VA S     - 1,134,742.250 3,584,522.417   MT  0.99995011   +0 34 49.8
 GV5785;SPC VA S     - 3,722,900.20 11,760,220.63   sFT  0.99995011   +0 34 49.8
 GV5785;UTM  18      - 4,158,222.977   275,289.954   MT  1.00022201   -1 33 02.1
 GV5785
 GV5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5785!SPC VA S     -   0.99999639  x   0.99995011  =   0.99994650
 GV5785!UTM  18      -   0.99999639  x   1.00022201  =   1.00021840
 GV5785
 GV5785                          SUPERSEDED SURVEY CONTROL
 GV5785
 GV5785  NAD 83(1986)-  37 32 37.09659(N)    077 32 36.68270(W) AD(       ) 2
 GV5785  NAD 27      -  37 32 36.56708(N)    077 32 37.73202(W) AD(       ) 2
 GV5785  NGVD 29 (07/19/86)   56.17   (m)          184.3    (f) LEVELING    3  
 GV5785
 GV5785.Superseded values are not recommended for survey control.
 GV5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5785.See file dsdata.txt to determine how the superseded data were derived.
 GV5785
 GV5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7529058223(NAD 83)
 GV5785_MARKER: Z = SEE DESCRIPTION
 GV5785_SETTING: 0 = UNSPECIFIED SETTING
 GV5785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5785
 GV5785  HISTORY     - Date     Condition        Report By
 GV5785  HISTORY     - 1973     MONUMENTED       VA2060
 GV5785  HISTORY     - 19951002 GOOD             USPSQD
 GV5785  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5785  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5785
 GV5785                          STATION DESCRIPTION
 GV5785
 GV5785'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5785'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5785'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5785'AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILES TO CHIPPENHAM
 GV5785'PARKWAY, THENCE NORTH ON THE PARKWAY 0.95 MILE TO ARCHDALE ROAD,
 GV5785'THENCE WEST ON ARCHDALE ROAD 0.05 MILE TO LETHBRIDGE ROAD AND
 GV5785'POINT 236.  CITY BENCH MARK NO. 585.
 GV5785'
 GV5785'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5785'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5785'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5785'6 INCHES BELOW GROUND.
 GV5785'
 GV5785'15.4 FEET S.E. OF C/L OF ARCHDALE ROAD.  LOCATED ON C/L OF LETHBRIDGE
 GV5785'ROAD PROJECTED.  12.95 FEET S.S.W. OF A FIRE HYDRANT.  22.2 FEET
 GV5785'N.W.  OF A 10 INCH PINE TREE.
 GV5785'
 GV5785'NEAREST TOWN--RICHMOND.
 GV5785
 GV5785                          STATION RECOVERY (1995)
 GV5785
 GV5785'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5785'RECOVERED IN GOOD CONDITION.
 GV5785
 GV5785                          STATION RECOVERY (1999)
 GV5785
 GV5785'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5785'MARK NOT FOUND.
 GV5785
 GV5785                          STATION RECOVERY (2004)
 GV5785
 GV5785'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1725 ***********************************************************************
 GW1725  DESIGNATION -  2364.40
 GW1725  PID         -  GW1725
 GW1725  STATE/COUNTY-  VA/BATH
 GW1725  USGS QUAD   -  FALLING SPRING (1984)
 GW1725
 GW1725                         *CURRENT SURVEY CONTROL
 GW1725  ___________________________________________________________________
 GW1725* NAD 83(1986)-  37 56 02.     (N)    079 52 48.     (W)     SCALED    
 GW1725* NAVD 88     -       720.813  (meters)    2364.87   (feet)  ADJUSTED  
 GW1725  ___________________________________________________________________
 GW1725  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW1725  DYNAMIC HT  -         720.200 (meters)    2362.86  (feet)  COMP
 GW1725  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 GW1725
 GW1725  VERT ORDER  -  SECOND    CLASS 0
 GW1725
 GW1725.The horizontal coordinates were scaled from a topographic map and have
 GW1725.an estimated accuracy of +/- 6 seconds.
 GW1725
 GW1725.The orthometric height was determined by differential leveling
 GW1725.and adjusted by the National Geodetic Survey in June 1991..
 GW1725
 GW1725.The geoid height was determined by GEOID03.
 GW1725
 GW1725.The dynamic height is computed by dividing the NAVD 88
 GW1725.geopotential number by the normal gravity value computed on the
 GW1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1725.degrees latitude (g = 980.6199 gals.).
 GW1725
 GW1725.The modeled gravity was interpolated from observed gravity values.
 GW1725
 GW1725;                    North         East    Units  Estimated Accuracy
 GW1725;SPC VA N     - 2,030,570.    3,378,690.      MT  (+/- 180 meters Scaled)
 GW1725
 GW1725                          SUPERSEDED SURVEY CONTROL
 GW1725
 GW1725  NGVD 29 (??/??/92)  720.928  (m)         2365.24   (f) ADJ UNCH    2 0
 GW1725
 GW1725.Superseded values are not recommended for survey control.
 GW1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1725.See file dsdata.txt to determine how the superseded data were derived.
 GW1725
 GW1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB984990(NAD 83)
 GW1725_MARKER: Q = CHISELED SQUARE
 GW1725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1725_SP_SET: CULVERT
 GW1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1725
 GW1725  HISTORY     - Date     Condition        Report By
 GW1725  HISTORY     - UNK      MONUMENTED       USGS
 GW1725  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW1725
 GW1725                          STATION DESCRIPTION
 GW1725
 GW1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1725'5.2 MI SW FROM HOT SPRINGS.
 GW1725'ABOUT 5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1725'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT 100 FEET
 GW1725'SOUTH OF A LARGE WHITE HOUSE, ABOUT 75 FEET EAST OF THE CENTER
 GW1725'LINE OF THE HIGHWAY, AND ON THE TOP OF THE EAST SIDE OF A SMALL
 GW1725'CONCRETE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0284 ***********************************************************************
 GX0284  DESIGNATION -  237
 GX0284  PID         -  GX0284
 GX0284  STATE/COUNTY-  VA/MONTGOMERY
 GX0284  USGS QUAD   -  BLACKSBURG (1983)
 GX0284
 GX0284                         *CURRENT SURVEY CONTROL
 GX0284  ___________________________________________________________________
 GX0284* NAD 83(1986)-  37 07 49.     (N)    080 23 52.     (W)     SCALED    
 GX0284* NAVD 88     -       640.586  (meters)    2101.66   (feet)  POSTED    
 GX0284  ___________________________________________________________________
 GX0284  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX0284  DYNAMIC HT  -         640.010 (meters)    2099.77  (feet)  COMP
 GX0284  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GX0284
 GX0284  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GX0284
 GX0284.The horizontal coordinates were scaled from a topographic map and have
 GX0284.an estimated accuracy of +/- 6 seconds.
 GX0284
 GX0284.The orthometric height was determined by differential leveling
 GX0284.and adjusted by the National Geodetic Survey in 1992..
 GX0284.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GX0284.rate of 1.1 thru 2.0 mm/km.
 GX0284
 GX0284.The geoid height was determined by GEOID03.
 GX0284
 GX0284.The dynamic height is computed by dividing the NAVD 88
 GX0284.geopotential number by the normal gravity value computed on the
 GX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0284.degrees latitude (g = 980.6199 gals.).
 GX0284
 GX0284.The modeled gravity was interpolated from observed gravity values.
 GX0284
 GX0284;                    North         East    Units  Estimated Accuracy
 GX0284;SPC VA S     - 1,090,140.    3,331,380.      MT  (+/- 180 meters Scaled)
 GX0284
 GX0284                          SUPERSEDED SURVEY CONTROL
 GX0284
 GX0284  NGVD 29 (??/??/92)  640.691  (m)         2102.00   (f) ADJ UNCH    2 0
 GX0284
 GX0284.Superseded values are not recommended for survey control.
 GX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0284.See file dsdata.txt to determine how the superseded data were derived.
 GX0284
 GX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB534094(NAD 83)
 GX0284_MARKER: DD = SURVEY DISK
 GX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0284_STAMPING: 237
 GX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0284+STABILITY: SURFACE MOTION
 GX0284
 GX0284  HISTORY     - Date     Condition        Report By
 GX0284  HISTORY     - UNK      MONUMENTED       VAGS
 GX0284  HISTORY     - 1940     MARK NOT FOUND   NGS
 GX0284  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0284
 GX0284                          STATION DESCRIPTION
 GX0284
 GX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GX0284'AT CHRISTIANSBURG.
 GX0284'IT WAS REPORTED IN SEPTEMBER 1940 THAT THE MARK WAS COVERED EITHER
 GX0284'WHEN A CONCRETE SIDEWALK WAS BUILT OR THE STATE HIGHWAY 11 WAS
 GX0284'FINISHED OVER TO THE WALK ABOUT TWO YEARS AGO.  AT CHRISTIANSBURG,
 GX0284'MONTGOMERY COUNTY, AT THE INTERSECTION OF THE EAST LINE OF CRAIG
 GX0284'AVENUE AND THE NORTH LINE OF U.S. HIGHWAY 11, ABOUT 150 FEET
 GX0284'SOUTHWEST OF THE SOUTHWEST CORNER OF ROBERT TAYLOR RESIDENCE,
 GX0284'AND 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 GX0284'SURVEY STANDARD DISK, STAMPED 237 AND SET IN THE TOP OF A CONCRETE
 GX0284'POST.  HOWEVER AT THE INTERSECTION OF CRAIG AVENUE AND PARK
 GX0284'STREET, IN THE SOUTHEAST ANGLE OF THE INTERSECTION, A MARK
 GX0284'STAMPED 236 WAS RECOVERED.  THE POST WAS LEANING AND LOOSE IN
 GX0284'THE GROUND SO WAS DESTROYED AT THIS TIME.
 GX0284
 GX0284                          STATION RECOVERY (1963)
 GX0284
 GX0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5794 ***********************************************************************
 GV5794  DESIGNATION -  237 C OF R 1972
 GV5794  PID         -  GV5794
 GV5794  STATE/COUNTY-  VA/C OF RICHMOND
 GV5794  USGS QUAD   -  BON AIR (1994)
 GV5794
 GV5794                         *CURRENT SURVEY CONTROL
 GV5794  ___________________________________________________________________
 GV5794* NAD 83(1993)-  37 32 41.05784(N)    077 32 47.95693(W)     ADJUSTED  
 GV5794* NAVD 88     -        49.41   (+/-2cm)     162.1    (feet)  VERTCON   
 GV5794  ___________________________________________________________________
 GV5794  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 GV5794  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5794
 GV5794  HORZ ORDER  -  SECOND
 GV5794  VERT ORDER  -  THIRD ? (See Below)
 GV5794
 GV5794.The horizontal coordinates were established by classical geodetic methods
 GV5794.and adjusted by the National Geodetic Survey in November 1994..
 GV5794
 GV5794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5794.The vertical order pertains to the NGVD 29 superseded value.
 GV5794
 GV5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5794
 GV5794.The geoid height was determined by GEOID03.
 GV5794
 GV5794;                    North         East     Units Scale Factor Converg.
 GV5794;SPC VA S     - 1,134,861.749 3,584,244.030   MT  0.99995017   +0 34 43.0
 GV5794;SPC VA S     - 3,723,292.25 11,759,307.29   sFT  0.99995017   +0 34 43.0
 GV5794;UTM  18      - 4,158,352.782   275,016.129   MT  1.00022353   -1 33 09.1
 GV5794
 GV5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5794!SPC VA S     -   0.99999740  x   0.99995017  =   0.99994757
 GV5794!UTM  18      -   0.99999740  x   1.00022353  =   1.00022093
 GV5794
 GV5794                          SUPERSEDED SURVEY CONTROL
 GV5794
 GV5794  NAD 83(1986)-  37 32 41.06396(N)    077 32 47.97390(W) AD(       ) 2
 GV5794  NAD 27      -  37 32 40.53442(N)    077 32 49.02293(W) AD(       ) 2
 GV5794  NGVD 29 (07/19/86)   49.72   (m)          163.1    (f) LEVELING    3  
 GV5794
 GV5794.Superseded values are not recommended for survey control.
 GV5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5794.See file dsdata.txt to determine how the superseded data were derived.
 GV5794
 GV5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7501658353(NAD 83)
 GV5794_MARKER: Z = SEE DESCRIPTION
 GV5794_SETTING: 0 = UNSPECIFIED SETTING
 GV5794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5794+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5794
 GV5794  HISTORY     - Date     Condition        Report By
 GV5794  HISTORY     - 1972     MONUMENTED       VA2060
 GV5794  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5794  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5794  HISTORY     - 20031108 GOOD             USPSQD
 GV5794  HISTORY     - 20050211 GOOD             USPSQD
 GV5794
 GV5794                          STATION DESCRIPTION
 GV5794
 GV5794'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5794'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5794'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5794'THENCE NORTHEAST ON HUGUENOT RD. 0.75 MILE TO CHIPPENHAM PKWY.,
 GV5794'THENCE SOUTHEAST ON CHIPPENHAM PKWY. 0.35 MILE TO SHERBROOK RD.,
 GV5794'THENCE SOUTH ON SHERBROOK RD. 196.3 FEET TO POINT NO. 237.
 GV5794'
 GV5794'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5794'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5794'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5794'6 INCHES BELOW GROUND.
 GV5794'
 GV5794'16.7 FEET S.E. OF C/L OF SHERBROOK RD., 58.7 FEET E. OF 10 INCH
 GV5794'POPLAR TREE, 28.8 FEET N.N.E. OF 8 INCH GUM TREE, 68.2 FEET S.W. OF
 GV5794'10 INCH MAPLE TREE.
 GV5794'
 GV5794'NEAREST TOWN--RICHMOND.
 GV5794
 GV5794                          STATION RECOVERY (1995)
 GV5794
 GV5794'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5794'MARK NOT FOUND.
 GV5794
 GV5794                          STATION RECOVERY (1999)
 GV5794
 GV5794'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5794'MARK NOT FOUND.
 GV5794
 GV5794                          STATION RECOVERY (2003)
 GV5794
 GV5794'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5794'RECOVERED IN GOOD CONDITION.
 GV5794
 GV5794                          STATION RECOVERY (2005)
 GV5794
 GV5794'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0921 ***********************************************************************
 GV0921  DESIGNATION -  237 USGS
 GV0921  PID         -  GV0921
 GV0921  STATE/COUNTY-  VA/ESSEX
 GV0921  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0921
 GV0921                         *CURRENT SURVEY CONTROL
 GV0921  ___________________________________________________________________
 GV0921* NAD 83(1986)-  37 56 30.     (N)    076 52 19.     (W)     SCALED    
 GV0921* NAVD 88     -         6.853  (meters)      22.48   (feet)  ADJUSTED  
 GV0921  ___________________________________________________________________
 GV0921  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GV0921  DYNAMIC HT  -           6.848 (meters)      22.47  (feet)  COMP
 GV0921  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 GV0921  OBS GRAVITY -     980,001.9   (mgal)                       GRAV_OBS
 GV0921
 GV0921  VERT ORDER  -  FIRST     CLASS I
 GV0921
 GV0921.The horizontal coordinates were scaled from a topographic map and have
 GV0921.an estimated accuracy of +/- 6 seconds.
 GV0921
 GV0921.The orthometric height was determined by differential leveling
 GV0921.and adjusted by the National Geodetic Survey in June 1991..
 GV0921
 GV0921.The geoid height was determined by GEOID03.
 GV0921
 GV0921.The dynamic height is computed by dividing the NAVD 88
 GV0921.geopotential number by the normal gravity value computed on the
 GV0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0921.degrees latitude (g = 980.6199 gals.).
 GV0921
 GV0921.The modeled gravity was interpolated from observed gravity values.
 GV0921.The observed gravity was obtained from relative gravimeter ties
 GV0921.to the IGSN71 gravity network.
 GV0921
 GV0921;                    North         East    Units  Estimated Accuracy
 GV0921;SPC VA S     - 1,179,730.    3,643,100.      MT  (+/- 180 meters Scaled)
 GV0921
 GV0921                          SUPERSEDED SURVEY CONTROL
 GV0921
 GV0921  NGVD 29 (??/??/??)    7.100  (m)           23.29   (f) ADJUSTED    1 1
 GV0921
 GV0921.Superseded values are not recommended for survey control.
 GV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0921.See file dsdata.txt to determine how the superseded data were derived.
 GV0921
 GV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH355009(NAD 83)
 GV0921_MARKER: DD = SURVEY DISK
 GV0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0921_STAMPING: 23 237 MLS 1967
 GV0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0921+STABILITY: SURFACE MOTION
 GV0921
 GV0921  HISTORY     - Date     Condition        Report By
 GV0921  HISTORY     - 1967     MONUMENTED       USGS
 GV0921  HISTORY     - 1971     GOOD             NGS
 GV0921  HISTORY     - 1978     GOOD             DMA
 GV0921  HISTORY     - 19950319 GOOD             USPSQD
 GV0921  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0921  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV0921
 GV0921                          STATION DESCRIPTION
 GV0921
 GV0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0921'1.1 MI NW FROM TAPPAHANNOCK.
 GV0921'ABOUT 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0921'OF U.S. HIGHWAY 360 AT TAPPAHANNOCK, 20.5 FEET NORTHEAST OF THE
 GV0921'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 91 FEET
 GV0921'NORTHWEST OF POWER LINE POLE BC 36 WITH A TRANSFORMER, 10 FEET
 GV0921'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY TO A LARGE
 GV0921'BRICK HOME, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GV0921'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 GV0921
 GV0921                          STATION RECOVERY (1978)
 GV0921
 GV0921'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0921'RECOVERED IN GOOD CONDITION.
 GV0921
 GV0921                          STATION RECOVERY (1995)
 GV0921
 GV0921'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0921'RECOVERED IN GOOD CONDITION.
 GV0921
 GV0921                          STATION RECOVERY (1999)
 GV0921
 GV0921'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0921'MARK NOT FOUND.
 GV0921
 GV0921                          STATION RECOVERY (2004)
 GV0921
 GV0921'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0283 ***********************************************************************
 GX0283  DESIGNATION -  238
 GX0283  PID         -  GX0283
 GX0283  STATE/COUNTY-  VA/MONTGOMERY
 GX0283  USGS QUAD   -  BLACKSBURG (1983)
 GX0283
 GX0283                         *CURRENT SURVEY CONTROL
 GX0283  ___________________________________________________________________
 GX0283* NAD 83(1986)-  37 07 49.     (N)    080 23 52.     (W)     SCALED    
 GX0283* NAVD 88     -       640.370  (meters)    2100.95   (feet)  POSTED    
 GX0283  ___________________________________________________________________
 GX0283  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX0283  DYNAMIC HT  -         639.790 (meters)    2099.04  (feet)  COMP
 GX0283  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GX0283
 GX0283  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GX0283
 GX0283.The horizontal coordinates were scaled from a topographic map and have
 GX0283.an estimated accuracy of +/- 6 seconds.
 GX0283
 GX0283.The orthometric height was determined by differential leveling
 GX0283.and adjusted by the National Geodetic Survey in 1992..
 GX0283.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GX0283.rate of 1.1 thru 2.0 mm/km.
 GX0283
 GX0283.The geoid height was determined by GEOID03.
 GX0283
 GX0283.The dynamic height is computed by dividing the NAVD 88
 GX0283.geopotential number by the normal gravity value computed on the
 GX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0283.degrees latitude (g = 980.6199 gals.).
 GX0283
 GX0283.The modeled gravity was interpolated from observed gravity values.
 GX0283
 GX0283;                    North         East    Units  Estimated Accuracy
 GX0283;SPC VA S     - 1,090,140.    3,331,380.      MT  (+/- 180 meters Scaled)
 GX0283
 GX0283                          SUPERSEDED SURVEY CONTROL
 GX0283
 GX0283  NGVD 29 (??/??/92)  640.475  (m)         2101.29   (f) ADJ UNCH    2 0
 GX0283
 GX0283.Superseded values are not recommended for survey control.
 GX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0283.See file dsdata.txt to determine how the superseded data were derived.
 GX0283
 GX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB534094(NAD 83)
 GX0283_MARKER: DD = SURVEY DISK
 GX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0283_STAMPING: 238
 GX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0283+STABILITY: SURFACE MOTION
 GX0283
 GX0283  HISTORY     - Date     Condition        Report By
 GX0283  HISTORY     - UNK      MONUMENTED       VAGS
 GX0283  HISTORY     - 1935     GOOD             NGS
 GX0283  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0283
 GX0283                          STATION DESCRIPTION
 GX0283
 GX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0283'AT CHRISTIANSBURG.
 GX0283'AT CHRISTIANSBURG, MONTGOMERY COUNTY, AT THE INTERSECTION OF THE
 GX0283'SOUTH LINE OF U.S. HIGHWAY 11 AND THE WEST LINE OF FOX FARM ROAD,
 GX0283'AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 GX0283'SURVEY STANDARD DISK, STAMPED 238 AND SET IN THE TOP OF A
 GX0283'CONCRETE POST.
 GX0283
 GX0283                          STATION RECOVERY (1963)
 GX0283
 GX0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5791 ***********************************************************************
 GV5791  DESIGNATION -  238 C OF R 1972
 GV5791  PID         -  GV5791
 GV5791  STATE/COUNTY-  VA/C OF RICHMOND
 GV5791  USGS QUAD   -  BON AIR (1994)
 GV5791
 GV5791                         *CURRENT SURVEY CONTROL
 GV5791  ___________________________________________________________________
 GV5791* NAD 83(1993)-  37 32 46.69846(N)    077 32 43.74209(W)     ADJUSTED  
 GV5791* NAVD 88     -        48.12   (+/-2cm)     157.9    (feet)  VERTCON   
 GV5791  ___________________________________________________________________
 GV5791  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GV5791  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5791
 GV5791  HORZ ORDER  -  SECOND
 GV5791  VERT ORDER  -  THIRD ? (See Below)
 GV5791
 GV5791.The horizontal coordinates were established by classical geodetic methods
 GV5791.and adjusted by the National Geodetic Survey in November 1994..
 GV5791
 GV5791.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5791.The vertical order pertains to the NGVD 29 superseded value.
 GV5791
 GV5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5791
 GV5791.The geoid height was determined by GEOID03.
 GV5791
 GV5791;                    North         East     Units Scale Factor Converg.
 GV5791;SPC VA S     - 1,135,036.677 3,584,345.727   MT  0.99995026   +0 34 45.6
 GV5791;SPC VA S     - 3,723,866.16 11,759,640.94   sFT  0.99995026   +0 34 45.6
 GV5791;UTM  18      - 4,158,523.854   275,124.290   MT  1.00022293   -1 33 06.7
 GV5791
 GV5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5791!SPC VA S     -   0.99999760  x   0.99995026  =   0.99994786
 GV5791!UTM  18      -   0.99999760  x   1.00022293  =   1.00022053
 GV5791
 GV5791                          SUPERSEDED SURVEY CONTROL
 GV5791
 GV5791  NAD 83(1986)-  37 32 46.70461(N)    077 32 43.75909(W) AD(       ) 2
 GV5791  NAD 27      -  37 32 46.17520(N)    077 32 44.80835(W) AD(       ) 2
 GV5791  NGVD 29 (07/19/86)   48.43   (m)          158.9    (f) LEVELING    3  
 GV5791
 GV5791.Superseded values are not recommended for survey control.
 GV5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5791.See file dsdata.txt to determine how the superseded data were derived.
 GV5791
 GV5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7512458524(NAD 83)
 GV5791_MARKER: Z = SEE DESCRIPTION
 GV5791_SETTING: 0 = UNSPECIFIED SETTING
 GV5791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5791
 GV5791  HISTORY     - Date     Condition        Report By
 GV5791  HISTORY     - 1972     MONUMENTED       VA2060
 GV5791  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5791  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5791  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5791
 GV5791                          STATION DESCRIPTION
 GV5791
 GV5791'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5791'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5791'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5791'THENCE NORTHEAST ON HUGUENOT RD. 0.75 MILE TO CHIPPENHAM PKWY.,
 GV5791'THENCE SOUTHEAST ON CHIPPENHAM PKWY. 0.35 MILE TO SHERBROOK RD.,
 GV5791'THENCE NORTH ON SHERBROOK RD. 0.05 MILE TO POINT NO. 238.
 GV5791'
 GV5791'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5791'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5791'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5791'8 INCHES BELOW GROUND.
 GV5791'
 GV5791'19.0 FEET E. OF C/L OF SHERBROOK RD., 84.2 FEET S. OF 15 INCH PINE
 GV5791'TREE, 16.3 FEET N. OF 18 INCH GUM TREE, 39.2 FEET S.E. OF WEST END
 GV5791'OF 18 INCHES C.M. PIPE UNDER ROAD.
 GV5791'
 GV5791'NEAREST TOWN--RICHMOND.
 GV5791
 GV5791                          STATION RECOVERY (1995)
 GV5791
 GV5791'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5791'MARK NOT FOUND.
 GV5791
 GV5791                          STATION RECOVERY (1999)
 GV5791
 GV5791'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5791'MARK NOT FOUND.
 GV5791
 GV5791                          STATION RECOVERY (2004)
 GV5791
 GV5791'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5792 ***********************************************************************
 GV5792  DESIGNATION -  239 C OF R 1972
 GV5792  PID         -  GV5792
 GV5792  STATE/COUNTY-  VA/C OF RICHMOND
 GV5792  USGS QUAD   -  BON AIR (1994)
 GV5792
 GV5792                         *CURRENT SURVEY CONTROL
 GV5792  ___________________________________________________________________
 GV5792* NAD 83(1993)-  37 32 53.35002(N)    077 32 43.77230(W)     ADJUSTED  
 GV5792* NAVD 88     -        49.98   (+/-2cm)     164.0    (feet)  VERTCON   
 GV5792  ___________________________________________________________________
 GV5792  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GV5792  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5792
 GV5792  HORZ ORDER  -  SECOND
 GV5792  VERT ORDER  -  THIRD ? (See Below)
 GV5792
 GV5792.The horizontal coordinates were established by classical geodetic methods
 GV5792.and adjusted by the National Geodetic Survey in November 1994..
 GV5792
 GV5792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5792.The vertical order pertains to the NGVD 29 superseded value.
 GV5792
 GV5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5792
 GV5792.The geoid height was determined by GEOID03.
 GV5792
 GV5792;                    North         East     Units Scale Factor Converg.
 GV5792;SPC VA S     - 1,135,241.716 3,584,342.913   MT  0.99995036   +0 34 45.5
 GV5792;SPC VA S     - 3,724,538.86 11,759,631.71   sFT  0.99995036   +0 34 45.5
 GV5792;UTM  18      - 4,158,728.912   275,129.104   MT  1.00022290   -1 33 07.0
 GV5792
 GV5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5792!SPC VA S     -   0.99999731  x   0.99995036  =   0.99994767
 GV5792!UTM  18      -   0.99999731  x   1.00022290  =   1.00022021
 GV5792
 GV5792|---------------------------------------------------------------------|
 GV5792| PID    Reference Object                     Distance      Geod. Az  |
 GV5792|                                                           dddmmss.s |
 GV5792| GV5786 240 C OF R 1972                     370.263 METERS 02649     |
 GV5792| GV5791 238 C OF R 1972                     205.069 METERS 17948     |
 GV5792|---------------------------------------------------------------------|
 GV5792
 GV5792                          SUPERSEDED SURVEY CONTROL
 GV5792
 GV5792  NAD 83(1986)-  37 32 53.35618(N)    077 32 43.78933(W) AD(       ) 2
 GV5792  NAD 27      -  37 32 52.82689(N)    077 32 44.83871(W) AD(       ) 2
 GV5792  NGVD 29 (07/19/86)   50.29   (m)          165.0    (f) LEVELING    3  
 GV5792
 GV5792.Superseded values are not recommended for survey control.
 GV5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5792.See file dsdata.txt to determine how the superseded data were derived.
 GV5792
 GV5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7512958729(NAD 83)
 GV5792_MARKER: Z = SEE DESCRIPTION
 GV5792_SETTING: 0 = UNSPECIFIED SETTING
 GV5792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5792
 GV5792  HISTORY     - Date     Condition        Report By
 GV5792  HISTORY     - 1972     MONUMENTED       VA2060
 GV5792  HISTORY     - 19951002 GOOD             USPSQD
 GV5792  HISTORY     - 19991104 GOOD             USPSQD
 GV5792  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5792
 GV5792                          STATION DESCRIPTION
 GV5792
 GV5792'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5792'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5792'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5792'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5792'EAST ON CHEROKEE RD. 0.30 MILE TO SHERBROOK RD., THENCE SOUTH ON
 GV5792'SHERBROOK RD. 0.35 MILE TO POINT NO. 239.
 GV5792'
 GV5792'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5792'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5792'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5792'8 INCHES BELOW GROUND.
 GV5792'
 GV5792'21.2 FEET N.W. OF C/L OF SHERBROOK RD., 31.4 FEET E. OF 36 INCH TWIN
 GV5792'OAK TREE, 38.6 FEET S. OF 15 INCH PINE TREE, 14.0 FEET N. OF SEWER
 GV5792'MANHOLE.
 GV5792'
 GV5792'NEAREST TOWN--RICHMOND.
 GV5792
 GV5792                          STATION RECOVERY (1995)
 GV5792
 GV5792'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5792'RECOVERED IN GOOD CONDITION.
 GV5792
 GV5792                          STATION RECOVERY (1999)
 GV5792
 GV5792'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5792'RECOVERED IN GOOD CONDITION.
 GV5792
 GV5792                          STATION RECOVERY (2004)
 GV5792
 GV5792'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0915 ***********************************************************************
 GV0915  DESIGNATION -  239 USGS
 GV0915  PID         -  GV0915
 GV0915  STATE/COUNTY-  VA/ESSEX
 GV0915  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0915
 GV0915                         *CURRENT SURVEY CONTROL
 GV0915  ___________________________________________________________________
 GV0915* NAD 83(1986)-  37 54 34.     (N)    076 51 45.     (W)     SCALED    
 GV0915* NAVD 88     -         8.962  (meters)      29.40   (feet)  ADJUSTED  
 GV0915  ___________________________________________________________________
 GV0915  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 GV0915  DYNAMIC HT  -           8.956 (meters)      29.38  (feet)  COMP
 GV0915  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 GV0915  OBS GRAVITY -     979,996.6   (mgal)                       GRAV_OBS
 GV0915
 GV0915  VERT ORDER  -  FIRST     CLASS I
 GV0915
 GV0915.The horizontal coordinates were scaled from a topographic map and have
 GV0915.an estimated accuracy of +/- 6 seconds.
 GV0915
 GV0915.The orthometric height was determined by differential leveling
 GV0915.and adjusted by the National Geodetic Survey in June 1991..
 GV0915
 GV0915.The geoid height was determined by GEOID03.
 GV0915
 GV0915.The dynamic height is computed by dividing the NAVD 88
 GV0915.geopotential number by the normal gravity value computed on the
 GV0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0915.degrees latitude (g = 980.6199 gals.).
 GV0915
 GV0915.The modeled gravity was interpolated from observed gravity values.
 GV0915.The observed gravity was obtained from relative gravimeter ties
 GV0915.to the IGSN71 gravity network.
 GV0915
 GV0915;                    North         East    Units  Estimated Accuracy
 GV0915;SPC VA S     - 1,176,160.    3,643,990.      MT  (+/- 180 meters Scaled)
 GV0915
 GV0915                          SUPERSEDED SURVEY CONTROL
 GV0915
 GV0915  NGVD 29 (??/??/??)    9.208  (m)           30.21   (f) ADJUSTED    1 1
 GV0915
 GV0915.Superseded values are not recommended for survey control.
 GV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0915.See file dsdata.txt to determine how the superseded data were derived.
 GV0915
 GV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG362974(NAD 83)
 GV0915_MARKER: DD = SURVEY DISK
 GV0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0915_STAMPING: 30 239 MLS 1967
 GV0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0915+STABILITY: SURFACE MOTION
 GV0915
 GV0915  HISTORY     - Date     Condition        Report By
 GV0915  HISTORY     - 1967     MONUMENTED       USGS
 GV0915  HISTORY     - 1971     GOOD             NGS
 GV0915  HISTORY     - 1978     GOOD             DMA
 GV0915  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 GV0915  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0915  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0915
 GV0915                          STATION DESCRIPTION
 GV0915
 GV0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0915'1.4 MI S FROM TAPPAHANNOCK.
 GV0915'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 360 FROM THE
 GV0915'JUNCTION OF U.S. HIGHWAY 17 AND 360 AT TAPPAHANNOCK, NEAR THE
 GV0915'JUNCTION OF STATE HIGHWAY 698, IN THE U.S. HIGHWAYS MEDIAN, 38
 GV0915'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 GV0915'HIGHWAYS, 37.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 GV0915'NORTHBOUND LANE OF THE HIGHWAYS, 56 FEET SOUTHWEST OF THE SOUTHWEST
 GV0915'EDGE OF A CROSSOVER, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 GV0915'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 GV0915'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0915
 GV0915                          STATION RECOVERY (1978)
 GV0915
 GV0915'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0915'METAL WITNESS POST GONE.
 GV0915
 GV0915                          STATION RECOVERY (1995)
 GV0915
 GV0915'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0915'MARK NOT FOUND.
 GV0915
 GV0915                          STATION RECOVERY (1999)
 GV0915
 GV0915'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0915'MARK NOT FOUND.
 GV0915
 GV0915                          STATION RECOVERY (2004)
 GV0915
 GV0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5578 ***********************************************************************
 GV5578  DESIGNATION -  24 C OF R 1972
 GV5578  PID         -  GV5578
 GV5578  STATE/COUNTY-  VA/C OF RICHMOND
 GV5578  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5578
 GV5578                         *CURRENT SURVEY CONTROL
 GV5578  ___________________________________________________________________
 GV5578* NAD 83(1993)-  37 29 56.77808(N)    077 28 41.39204(W)     ADJUSTED  
 GV5578* NAVD 88     -        70.03   (+/-2cm)     229.8    (feet)  VERTCON   
 GV5578  ___________________________________________________________________
 GV5578  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5578  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5578
 GV5578  HORZ ORDER  -  SECOND
 GV5578  VERT ORDER  -  THIRD ? (See Below)
 GV5578
 GV5578.The horizontal coordinates were established by classical geodetic methods
 GV5578.and adjusted by the National Geodetic Survey in September 1995..
 GV5578
 GV5578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5578.The vertical order pertains to the NGVD 29 superseded value.
 GV5578
 GV5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5578
 GV5578.The geoid height was determined by GEOID03.
 GV5578
 GV5578;                    North         East     Units Scale Factor Converg.
 GV5578;SPC VA S     - 1,129,860.899 3,590,350.880   MT  0.99994803   +0 37 12.6
 GV5578;SPC VA S     - 3,706,885.30 11,779,342.85   sFT  0.99994803   +0 37 12.6
 GV5578;UTM  18      - 4,153,127.040   280,934.399   MT  1.00019116   -1 30 33.0
 GV5578
 GV5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5578!SPC VA S     -   0.99999419  x   0.99994803  =   0.99994222
 GV5578!UTM  18      -   0.99999419  x   1.00019116  =   1.00018535
 GV5578
 GV5578:                Primary Azimuth Mark                     Grid Az
 GV5578:SPC VA S     -  WHIT                                     316 55 57.3
 GV5578:UTM  18      -  WHIT                                     319 03 42.9
 GV5578
 GV5578|---------------------------------------------------------------------|
 GV5578| PID    Reference Object                     Distance      Geod. Az  |
 GV5578|                                                           dddmmss.s |
 GV5578| GV5276 WHIT                                APPROX. 1.4 KM 3173309.9 |
 GV5578|---------------------------------------------------------------------|
 GV5578
 GV5578                          SUPERSEDED SURVEY CONTROL
 GV5578
 GV5578  NAD 83(1993)-  37 29 56.77804(N)    077 28 41.39205(W) AD(       ) 2
 GV5578  NAD 83(1986)-  37 29 56.78440(N)    077 28 41.40899(W) AD(       ) 2
 GV5578  NAD 27      -  37 29 56.25444(N)    077 28 42.46335(W) AD(       ) 2
 GV5578  NGVD 29 (07/19/86)   70.34   (m)          230.8    (f) LEVELING    3  
 GV5578
 GV5578.Superseded values are not recommended for survey control.
 GV5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5578.See file dsdata.txt to determine how the superseded data were derived.
 GV5578
 GV5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8093453127(NAD 83)
 GV5578_MARKER: Z = SEE DESCRIPTION
 GV5578_SETTING: 0 = UNSPECIFIED SETTING
 GV5578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5578
 GV5578  HISTORY     - Date     Condition        Report By
 GV5578  HISTORY     - 1972     MONUMENTED       VA2060
 GV5578  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5578  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5578  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5578  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5578
 GV5578                          STATION DESCRIPTION
 GV5578
 GV5578'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5578'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5578'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360 (HULL
 GV5578'ST. RD.), THENCE WEST ON ROUTE 360 0.30 MILE TO POINT NO. 24.
 GV5578'
 GV5578'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5578'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5578'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5578'ABOUT 10 INCHES BELOW GROUND.
 GV5578'
 GV5578'9.2 FEET E. OF TACK IN S. E. CORNER OF R. R. BRIDGE, 34.9 FEET
 GV5578'S. E. OF NAIL IN CENTER OF EAST END R. R. BRIDGE, 7.6 FEET S. OF
 GV5578'E. P. OF RT. 360.
 GV5578'
 GV5578'NEAREST TOWN--RICHMOND.
 GV5578
 GV5578                          STATION RECOVERY (1995)
 GV5578
 GV5578'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5578'MARK NOT FOUND.
 GV5578
 GV5578                          STATION RECOVERY (1999)
 GV5578
 GV5578'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5578'MARK NOT FOUND.
 GV5578
 GV5578                          STATION RECOVERY (2003)
 GV5578
 GV5578'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5578'MARK NOT FOUND.
 GV5578
 GV5578                          STATION RECOVERY (2005)
 GV5578
 GV5578'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5518 ***********************************************************************
 HV5518  DESIGNATION -  24 D
 HV5518  PID         -  HV5518
 HV5518  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV5518  USGS QUAD   -  LAKE ANNA WEST (1983)
 HV5518
 HV5518                         *CURRENT SURVEY CONTROL
 HV5518  ___________________________________________________________________
 HV5518* NAD 83(1993)-  38 06 44.85330(N)    077 46 13.13363(W)     ADJUSTED  
 HV5518* NAVD 88     -       117.6    (meters)     386.     (feet)  GPS OBS   
 HV5518  ___________________________________________________________________
 HV5518  X           -   1,064,409.616 (meters)                     COMP
 HV5518  Y           -  -4,910,770.203 (meters)                     COMP
 HV5518  Z           -   3,915,325.570 (meters)                     COMP
 HV5518  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HV5518  ELLIP HEIGHT-          85.30  (meters)          (08/08/03) GPS OBS
 HV5518  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV5518
 HV5518  HORZ ORDER  -  FIRST
 HV5518  ELLP ORDER  -  FOURTH    CLASS II
 HV5518
 HV5518.The horizontal coordinates were established by GPS observations
 HV5518.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 HV5518
 HV5518.The orthometric height was determined by GPS observations and a
 HV5518.high-resolution geoid model.
 HV5518
 HV5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5518
 HV5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5518
 HV5518.The ellipsoidal height was determined by GPS observations
 HV5518.and is referenced to NAD 83.
 HV5518
 HV5518.The geoid height was determined by GEOID03.
 HV5518
 HV5518;                    North         East     Units Scale Factor Converg.
 HV5518;SPC VA N     - 2,049,736.320 3,563,990.535   MT  0.99998698   +0 27 19.5
 HV5518;SPC VA N     - 6,724,843.24 11,692,858.95   sFT  0.99998698   +0 27 19.5
 HV5518;SPC VA S     - 1,197,695.730 3,563,993.316   MT  1.00002986   +0 26 34.3
 HV5518;SPC VA S     - 3,929,440.07 11,692,868.07   sFT  1.00002986   +0 26 34.3
 HV5518;UTM  18      - 4,221,918.368   257,122.905   MT  1.00032657   -1 42 38.5
 HV5518
 HV5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5518!SPC VA N     -   0.99998662  x   0.99998698  =   0.99997360
 HV5518!SPC VA S     -   0.99998662  x   1.00002986  =   1.00001648
 HV5518!UTM  18      -   0.99998662  x   1.00032657  =   1.00031318
 HV5518
 HV5518:                Primary Azimuth Mark                     Grid Az
 HV5518:SPC VA N     -  FENTON                                   033 18 58.7
 HV5518:SPC VA S     -  FENTON                                   033 19 43.9
 HV5518:UTM  18      -  FENTON                                   035 28 56.7
 HV5518
 HV5518|---------------------------------------------------------------------|
 HV5518| PID    Reference Object                     Distance      Geod. Az  |
 HV5518|                                                           dddmmss.s |
 HV5518| DF6886 FENTON                              APPROX. 0.5 KM 0334618.2 |
 HV5518|---------------------------------------------------------------------|
 HV5518
 HV5518                          SUPERSEDED SURVEY CONTROL
 HV5518
 HV5518  NAD 83(1993)-  38 06 44.85313(N)    077 46 13.13415(W) AD(       ) 2
 HV5518  NAD 83(1986)-  38 06 44.85697(N)    077 46 13.14760(W) AD(       ) 2
 HV5518  NAD 27      -  38 06 44.36600(N)    077 46 14.17700(W) AD(       ) 2
 HV5518
 HV5518.Superseded values are not recommended for survey control.
 HV5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5518.See file dsdata.txt to determine how the superseded data were derived.
 HV5518
 HV5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5712321918(NAD 83)
 HV5518_MARKER: DB = BENCH MARK DISK
 HV5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5518_STAMPING: 24 D 1929 387
 HV5518_MARK LOGO: USGS  
 HV5518_PROJECTION: FLUSH
 HV5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5518+STABILITY: SURFACE MOTION
 HV5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5518+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 HV5518
 HV5518  HISTORY     - Date     Condition        Report By
 HV5518  HISTORY     - 1929     MONUMENTED       USGS
 HV5518  HISTORY     - 1941     GOOD             CGS
 HV5518  HISTORY     - 1942     GOOD             CGS
 HV5518  HISTORY     - 1964     GOOD             CGS
 HV5518  HISTORY     - 19850621 GOOD             NGS
 HV5518  HISTORY     - 19981030 GOOD             USPSQD
 HV5518  HISTORY     - 20000915 GOOD             GEOMET
 HV5518  HISTORY     - 20030423 GOOD             GEOMET
 HV5518
 HV5518                          STATION DESCRIPTION
 HV5518
 HV5518'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5518'THIS STATION IS ABOUT 10 MILES NE OF MINERAL AT THE INTERSECTION
 HV5518'OF COUNTY HIGHWAY 613 AND COUNTY HIGHWAY 601, 39 FEET SE OF
 HV5518'THE CENTER OF COUNTY HIGHWAY 613 AND 55 FEET W OF THE CENTER
 HV5518'OF COUNTY HIGHWAY 601.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 HV5518'TRAVERSE DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT
 HV5518'PROJECTS 6 INCHES.  IT IS STAMPED 24 D, 1929.
 HV5518'
 HV5518'LOCATED BY TRAVERSE FROM STATION SPOTS.
 HV5518'
 HV5518'TO REACH THE STATION FROM THE DEPOT IN MINERAL, GO NE ON
 HV5518'STATE HIGHWAY 522 FOR 5.45 MILES, THEN TURN RIGHT ON T-ROAD
 HV5518'(COUNTY HIGHWAY 613) AND GO 1.4 MILES TO FORKS, TAKE
 HV5518'LEFT FORK (HIGHWAY 613) AND CONTINUE FOR 5.85 MILES TO GOOD
 HV5518'HOPE CHURCH AT JUNCTION OF COUNTY HIGHWAYS 613 AND 601 AND
 HV5518'STATION.
 HV5518
 HV5518                          STATION RECOVERY (1942)
 HV5518
 HV5518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5518'THIS INTERSECTION STATION IS BY AIR LINE ABOUT 10 MILES NE OF
 HV5518'MINERAL, AND 11.5 MILES SW OF THE SPOTSYLVANIA COURTHOUSE.  IT IS
 HV5518'IN THE SW CORNER OF THE INTERSECTION OF COUNTY HIGHWAYS 601 AND
 HV5518'613, 39 FEET S OF THE CENTER OF COUNTY HIGHWAY 613, 55 FEET
 HV5518'W OF THE CENTER OF COUNTY HIGHWAY 601, AND ABOUT 200 FEET WNW
 HV5518'OF THE NW CORNER OF GOOD HOPE CHURCH.
 HV5518'
 HV5518'STATION IS MARKED BY A STANDARD U.S.G.S. DISK, STAMPED 24 D 1929,
 HV5518'SET IN A 4-INCH CONCRETE POST PROJECTING ABOUT 3 INCHES.
 HV5518'
 HV5518'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION SPOTS, 1932.
 HV5518
 HV5518                          STATION RECOVERY (1964)
 HV5518
 HV5518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5518'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV5518'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV5518
 HV5518                          STATION RECOVERY (1985)
 HV5518
 HV5518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HV5518'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THE DISTANCE TO
 HV5518'TRIANGULATION STATION SPOTS 1932 COULD NOT BE CHECKED DUE TO HEAVY
 HV5518'RAIN.  THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHEAST OF
 HV5518'MINERAL AND 18.4 KM (11.45 MI) SOUTHWEST OF SPOTSYLVANIA ACROSS THE
 HV5518'ROAD FROM THE GOOD HOPE CHURCH.  OWNERSHIP- STATE RIGHT-OF-WAY.  TO
 HV5518'REACH THE STATION FROM THE COURTHOUSE IN SPOTSYLVANIA, GO SOUTH ON
 HV5518'STATE HIGHWAY 208 FOR 6.56 KM (4.05 MI) TO THE INTERSECTION WITH
 HV5518'COUNTY ROAD 606 AND 738 AT SNELL CROSSROADS, TURN RIGHT AND GO WEST ON
 HV5518'STATE 208 FOR 6.08 KM (3.75 MI) TO THE INTERSECTION OF COUNTY ROAD
 HV5518'606.  TURN LEFT AND GO SOUTHWEST ON STATE 208 FOR 11.68 KM (7.25 MI)
 HV5518'TO THE INTERSECTION WITH COUNTY ROAD 601 NORTH, BELMONT ROAD, CONTINUE
 HV5518'SOUTHWEST ON STATE 208 FOR 0.64 KM (0.40 MI) TO THE INTERSECTION WITH
 HV5518'COUNTY 601 SOUTH AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 HV5518'INTERSECTION.
 HV5518' 
 HV5518'THE STATION IS A STANDARD USGS DISK STAMPED--24D 1929 387--, SET INTO
 HV5518'THE TOP OF A SQUARE CONCRETE MONUMENT 16 CM IN DIAMETER, FLUSH WITH
 HV5518'GROUND.  LOCATED 0.32 M (1.05 FT) N FROM A WITNESS POST, 12.95 M
 HV5518'(42.49 FT) NW FROM THE CENTER OF STATE ROAD 601, 20.27 M (66.50 FT) SE
 HV5518'FROM THE CENTER OF STATE HIGHWAY 208 AND 6.10 M (20.01 FT) E FROM THE
 HV5518'NE CORNER OF A MESSWIRE FENCE AROUND A CEMETERY.
 HV5518
 HV5518                          STATION RECOVERY (1998)
 HV5518
 HV5518'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5518'RECOVERED IN GOOD CONDITION.
 HV5518
 HV5518                          STATION RECOVERY (2000)
 HV5518
 HV5518'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV5518'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT COUNTY HWY 613 IS NOW
 HV5518'COUNTY HWY 208.  WITNESS POST SET S30W 0.5 FOOT.
 HV5518
 HV5518                          STATION RECOVERY (2003)
 HV5518
 HV5518'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 HV5518'RECOVERED AS DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 HV5518'STATION IS BEING
 HV5518'UPGRADED TO FIRST ORDER ACCURACY.  THE STATION IS IN THE SOUTHWEST
 HV5518'CORNER OF THE
 HV5518'INTERSECTION OF STATE ROUTE 208 (COURTHOUSE ROAD) AND STATE ROUTE 601
 HV5518'(LEWISTON ROAD).
 HV5518' 
 HV5518'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 HV5518'THE STATION IS
 HV5518'ABOUT 21 MILES SOUTHWEST OF FREDERICKSBURG, 11 MILES SOUTHWEST OF THE
 HV5518'SPOTSYLVANIA
 HV5518'COUNTY COURTHOUSE AND 20 MILES SOUTHEAST OF ORANGE.
 HV5518' 
 HV5518'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 HV5518'ROAD) AND US
 HV5518'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 HV5518'ROUTE 606 FOR
 HV5518'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 HV5518'ON STATE ROUTE 208
 HV5518'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 HV5518'(BLOCKHOUSE ROAD).  CONTINUE
 HV5518'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 HV5518'INTERSECTION.  TURN LEFT
 HV5518'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 HV5518'STATE ROUTE 602
 HV5518'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 HV5518'SOUTHWESTERLY ON STATE
 HV5518'ROUTE 208 FOR 4.8 KM (3.0 MILES) TO STATE ROUTE 601 (LAWYERS ROAD).
 HV5518'CONTINUE
 HV5518'SOUTHWESTERLY ON STATE ROUTE 208 0.5 KM (0.3 MILES) TO STATE ROUTE 601
 HV5518'(LEWISTON ROAD)
 HV5518'AND THE STATION ON THE LEFT
 HV5518' 
 HV5518'THE STATION IS 16.5 METERS (54.0 FEET) SOUTHEAST OF THE EDGE OF
 HV5518'PAVEMENT OF COURTHOUSE
 HV5518'ROAD (STATE ROUTE 208), 9.3 METERS (30.4 FEET) SOUTHWEST OF THE EDGE
 HV5518'OF PAVEMENT OF
 HV5518'LEWISTON ROAD (STATE ROUTE 601), 6.2 METERS (20.4 FEET) SOUTHEAST
 HV5518'(MAGNETIC BEARING OF 100
 HV5518'DEGREES) OF A FENCE CORNER, 5.3 METERS (17.4 FEET) WEST (MAGNETIC
 HV5518'BEARING OF 270
 HV5518'DEGREES) OF A UTILITY POLE WITH THE NUMBER 416-15-020-310, 4.7 METERS
 HV5518'(15.5 FEET) SOUTHWEST
 HV5518'(MAGNETIC BEARING OF 250 DEGREES) OF A TELEPHONE PEDESTAL, 1.8 METERS
 HV5518'(6.0 FEET)
 HV5518'NORTHWEST (MAGNETIC BEARING OF 340 DEGREES) OF AN ANCHOR, AND 0.5
 HV5518'METER (1.5 FEET) NORTH
 HV5518'(MAGNETIC BEARING OF 0 DEGREES) OF A SPOTSYLVANIA COUNTY WITNESS POST.
 HV5518'STATION 24 D IS
 HV5518'INTERVISIBLE WITH STATION FENTON.  THE STATION IS FLUSH WITH THE
 HV5518'GROUND SURFACE.
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518' 
 HV5518'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5786 ***********************************************************************
 GV5786  DESIGNATION -  240 C OF R 1972
 GV5786  PID         -  GV5786
 GV5786  STATE/COUNTY-  VA/C OF RICHMOND
 GV5786  USGS QUAD   -  BON AIR (1994)
 GV5786
 GV5786                         *CURRENT SURVEY CONTROL
 GV5786  ___________________________________________________________________
 GV5786* NAD 83(1993)-  37 33 04.06794(N)    077 32 36.96647(W)     ADJUSTED  
 GV5786* NAVD 88     -        44.58   (+/-2cm)     146.3    (feet)  VERTCON   
 GV5786  ___________________________________________________________________
 GV5786  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 GV5786  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5786
 GV5786  HORZ ORDER  -  SECOND
 GV5786  VERT ORDER  -  THIRD ? (See Below)
 GV5786
 GV5786.The horizontal coordinates were established by classical geodetic methods
 GV5786.and adjusted by the National Geodetic Survey in November 1994..
 GV5786
 GV5786.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5786.The vertical order pertains to the NGVD 29 superseded value.
 GV5786
 GV5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5786
 GV5786.The geoid height was determined by GEOID03.
 GV5786
 GV5786;                    North         East     Units Scale Factor Converg.
 GV5786;SPC VA S     - 1,135,573.807 3,584,506.610   MT  0.99995052   +0 34 49.7
 GV5786;SPC VA S     - 3,725,628.40 11,760,168.77   sFT  0.99995052   +0 34 49.7
 GV5786;UTM  18      - 4,159,054.774   275,305.086   MT  1.00022193   -1 33 03.2
 GV5786
 GV5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5786!SPC VA S     -   0.99999816  x   0.99995052  =   0.99994868
 GV5786!UTM  18      -   0.99999816  x   1.00022193  =   1.00022009
 GV5786
 GV5786|---------------------------------------------------------------------|
 GV5786| PID    Reference Object                     Distance      Geod. Az  |
 GV5786|                                                           dddmmss.s |
 GV5786| GV5783 241 C OF R 1972                     171.226 METERS 01158     |
 GV5786| GV5792 239 C OF R 1972                     370.263 METERS 20649     |
 GV5786|---------------------------------------------------------------------|
 GV5786
 GV5786                          SUPERSEDED SURVEY CONTROL
 GV5786
 GV5786  NAD 83(1986)-  37 33 04.07413(N)    077 32 36.98356(W) AD(       ) 2
 GV5786  NAD 27      -  37 33 03.54511(N)    077 32 38.03335(W) AD(       ) 2
 GV5786  NGVD 29 (07/19/86)   44.89   (m)          147.3    (f) LEVELING    3  
 GV5786
 GV5786.Superseded values are not recommended for survey control.
 GV5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5786.See file dsdata.txt to determine how the superseded data were derived.
 GV5786
 GV5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7530559055(NAD 83)
 GV5786_MARKER: Z = SEE DESCRIPTION
 GV5786_SETTING: 0 = UNSPECIFIED SETTING
 GV5786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5786
 GV5786  HISTORY     - Date     Condition        Report By
 GV5786  HISTORY     - 1972     MONUMENTED       VA2060
 GV5786  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5786  HISTORY     - 19991104 GOOD             USPSQD
 GV5786  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5786
 GV5786                          STATION DESCRIPTION
 GV5786
 GV5786'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5786'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5786'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5786'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5786'EAST ON CHEROKEE RD. 0.30 MILE TO SHERBROOK RD., THENCE SOUTH ON
 GV5786'SHERBROOK RD. 0.10 MILE TO POINT NO. 240.
 GV5786'
 GV5786'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5786'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5786'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5786'6 INCHES BELOW GROUND.  CITY BENCH MARK NO. 599.
 GV5786'
 GV5786'18.8 FEET E. OF C/L OF SHERBROOK RD., LOCATED ON C/L OF HALESWORTH
 GV5786'RD. EXTENDED, 12.3 FEET N. OF 20 INCH MAPLE TREE, 60.6 FEET S. OF
 GV5786'FIRE HYDRANT.
 GV5786'
 GV5786'NEAREST TOWN--RICHMOND.
 GV5786
 GV5786                          STATION RECOVERY (1995)
 GV5786
 GV5786'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5786'MARK NOT FOUND.
 GV5786
 GV5786                          STATION RECOVERY (1999)
 GV5786
 GV5786'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5786'RECOVERED IN GOOD CONDITION.
 GV5786
 GV5786                          STATION RECOVERY (2004)
 GV5786
 GV5786'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0914 ***********************************************************************
 GV0914  DESIGNATION -  240 USGS
 GV0914  PID         -  GV0914
 GV0914  STATE/COUNTY-  VA/ESSEX
 GV0914  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0914
 GV0914                         *CURRENT SURVEY CONTROL
 GV0914  ___________________________________________________________________
 GV0914* NAD 83(1986)-  37 53 49.     (N)    076 52 17.     (W)     SCALED    
 GV0914* NAVD 88     -        10.983  (meters)      36.03   (feet)  ADJUSTED  
 GV0914  ___________________________________________________________________
 GV0914  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 GV0914  DYNAMIC HT  -          10.976 (meters)      36.01  (feet)  COMP
 GV0914  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 GV0914  OBS GRAVITY -     979,996.0   (mgal)                       GRAV_OBS
 GV0914
 GV0914  VERT ORDER  -  FIRST     CLASS I
 GV0914
 GV0914.The horizontal coordinates were scaled from a topographic map and have
 GV0914.an estimated accuracy of +/- 6 seconds.
 GV0914
 GV0914.The orthometric height was determined by differential leveling
 GV0914.and adjusted by the National Geodetic Survey in June 1991..
 GV0914
 GV0914.The geoid height was determined by GEOID03.
 GV0914
 GV0914.The dynamic height is computed by dividing the NAVD 88
 GV0914.geopotential number by the normal gravity value computed on the
 GV0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0914.degrees latitude (g = 980.6199 gals.).
 GV0914
 GV0914.The modeled gravity was interpolated from observed gravity values.
 GV0914.The observed gravity was obtained from relative gravimeter ties
 GV0914.to the IGSN71 gravity network.
 GV0914
 GV0914;                    North         East    Units  Estimated Accuracy
 GV0914;SPC VA S     - 1,174,760.    3,643,240.      MT  (+/- 180 meters Scaled)
 GV0914
 GV0914                          SUPERSEDED SURVEY CONTROL
 GV0914
 GV0914  NGVD 29 (??/??/??)   11.229  (m)           36.84   (f) ADJUSTED    1 1
 GV0914
 GV0914.Superseded values are not recommended for survey control.
 GV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0914.See file dsdata.txt to determine how the superseded data were derived.
 GV0914
 GV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG354960(NAD 83)
 GV0914_MARKER: DD = SURVEY DISK
 GV0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0914_STAMPING: 37 240 MLS 1967
 GV0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0914+STABILITY: SURFACE MOTION
 GV0914
 GV0914  HISTORY     - Date     Condition        Report By
 GV0914  HISTORY     - 1967     MONUMENTED       USGS
 GV0914  HISTORY     - 1971     GOOD             NGS
 GV0914  HISTORY     - 1978     GOOD             DMA
 GV0914  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0914  HISTORY     - 19990306 GOOD             USPSQD
 GV0914  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0914
 GV0914                          STATION DESCRIPTION
 GV0914
 GV0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0914'2.4 MI S FROM TAPPAHANNOCK.
 GV0914'ABOUT 2.45 MILES SOUTH ALONG U.S. HIGHWAY 17 AND 360 FROM THE
 GV0914'JUNCTION OF U.S. HIGHWAY 17 AND 360 AT TAPPAHANNOCK, AT THE JUNCTION
 GV0914'OF THE HIGHWAYS, IN THE MEDIAN, 7 FEET SOUTHEAST OF THE NORTHWEST
 GV0914'CURB OF THE MEDIAN STRIP DIVIDING THE TWO HIGHWAYS, 8 FEET NORTHWEST
 GV0914'OF THE SOUTHEAST CURB, 36 1/2 FEET SOUTHWEST OF THE NORTHEAST
 GV0914'END OF THE DIVIDING STRIP, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 GV0914'POST, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAYS AND SET IN THE TOP
 GV0914'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0914
 GV0914                          STATION RECOVERY (1978)
 GV0914
 GV0914'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0914'CONCRETE DAMAGED ALONG EDGES.
 GV0914
 GV0914                          STATION RECOVERY (1995)
 GV0914
 GV0914'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0914'MARK NOT FOUND.
 GV0914
 GV0914                          STATION RECOVERY (1999)
 GV0914
 GV0914'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0914'RECOVERED IN GOOD CONDITION.
 GV0914
 GV0914                          STATION RECOVERY (2004)
 GV0914
 GV0914'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0671 ***********************************************************************
 FZ0671  DESIGNATION -  240123
 FZ0671  PID         -  FZ0671
 FZ0671  STATE/COUNTY-  VA/CARROLL
 FZ0671  USGS QUAD   -  FANCY GAP (1985)
 FZ0671
 FZ0671                         *CURRENT SURVEY CONTROL
 FZ0671  ___________________________________________________________________
 FZ0671* NAD 83(1986)-  36 39 42.     (N)    080 41 56.     (W)     SCALED    
 FZ0671* NAVD 88     -       891.474  (meters)    2924.78   (feet)  ADJUSTED  
 FZ0671  ___________________________________________________________________
 FZ0671  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FZ0671  DYNAMIC HT  -         890.601 (meters)    2921.91  (feet)  COMP
 FZ0671  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 FZ0671
 FZ0671  VERT ORDER  -  SECOND    CLASS 0
 FZ0671
 FZ0671.The horizontal coordinates were scaled from a topographic map and have
 FZ0671.an estimated accuracy of +/- 6 seconds.
 FZ0671
 FZ0671.The orthometric height was determined by differential leveling
 FZ0671.and adjusted by the National Geodetic Survey in June 1991..
 FZ0671
 FZ0671.The geoid height was determined by GEOID03.
 FZ0671
 FZ0671.The dynamic height is computed by dividing the NAVD 88
 FZ0671.geopotential number by the normal gravity value computed on the
 FZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0671.degrees latitude (g = 980.6199 gals.).
 FZ0671
 FZ0671.The modeled gravity was interpolated from observed gravity values.
 FZ0671
 FZ0671;                    North         East    Units  Estimated Accuracy
 FZ0671;SPC VA S     - 1,038,730.    3,303,420.      MT  (+/- 180 meters Scaled)
 FZ0671
 FZ0671                          SUPERSEDED SURVEY CONTROL
 FZ0671
 FZ0671  NGVD 29 (??/??/92)  891.612  (m)         2925.23   (f) ADJ UNCH    2 0
 FZ0671
 FZ0671.Superseded values are not recommended for survey control.
 FZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0671.See file dsdata.txt to determine how the superseded data were derived.
 FZ0671
 FZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA269573(NAD 83)
 FZ0671_MARKER: DD = SURVEY DISK
 FZ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0671_STAMPING: 240123
 FZ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0671+STABILITY: SURFACE MOTION
 FZ0671
 FZ0671  HISTORY     - Date     Condition        Report By
 FZ0671  HISTORY     - UNK      MONUMENTED       NPS
 FZ0671  HISTORY     - 1963     GOOD             NGS
 FZ0671
 FZ0671                          STATION DESCRIPTION
 FZ0671
 FZ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0671'0.7 MI SW FROM FANCY GAP.
 FZ0671'0.1 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 FZ0671'FANCY GAP, THEN TURN SOUTHWEST ALONG THE BLUE RIDGE PARKWAY FOR
 FZ0671'0.6 MILE TO A GRAVELED ROAD JUNCTION.  THE MARK IS SET IN TOP OF A
 FZ0671'4 BY 4 INCH CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND,
 FZ0671'131 FEET NORTHWEST OF THE CENTER OF THE BLUE RIDGE PARKWAY, 40
 FZ0671'FEET NORTH OF THE CENTER OF A DRIVE WAY LEADING TO A DARK BROWN
 FZ0671'FRAME HOUSE, 27 FEET NORTHEAST OF POWER LINE POLE NO. 6 AND ABOUT
 FZ0671'3 FEET BELOW THE LEVEL OF THE BLUE RIDGE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1497 ***********************************************************************
 GW1497  DESIGNATION -  240.4
 GW1497  PID         -  GW1497
 GW1497  STATE/COUNTY-  VA/ROANOKE
 GW1497  USGS QUAD   -  ROANOKE (1984)
 GW1497
 GW1497                         *CURRENT SURVEY CONTROL
 GW1497  ___________________________________________________________________
 GW1497* NAD 83(1986)-  37 15 59.     (N)    079 54 15.     (W)     SCALED    
 GW1497* NAVD 88     -       274.858  (meters)     901.76   (feet)  ADJUSTED  
 GW1497  ___________________________________________________________________
 GW1497  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW1497  DYNAMIC HT  -         274.630 (meters)     901.02  (feet)  COMP
 GW1497  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 GW1497
 GW1497  VERT ORDER  -  SECOND    CLASS 0
 GW1497
 GW1497.The horizontal coordinates were scaled from a topographic map and have
 GW1497.an estimated accuracy of +/- 6 seconds.
 GW1497
 GW1497.The orthometric height was determined by differential leveling
 GW1497.and adjusted by the National Geodetic Survey in June 1991..
 GW1497
 GW1497.The geoid height was determined by GEOID03.
 GW1497
 GW1497.The dynamic height is computed by dividing the NAVD 88
 GW1497.geopotential number by the normal gravity value computed on the
 GW1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1497.degrees latitude (g = 980.6199 gals.).
 GW1497
 GW1497.The modeled gravity was interpolated from observed gravity values.
 GW1497
 GW1497;                    North         East    Units  Estimated Accuracy
 GW1497;SPC VA S     - 1,104,470.    3,375,460.      MT  (+/- 180 meters Scaled)
 GW1497
 GW1497                          SUPERSEDED SURVEY CONTROL
 GW1497
 GW1497  NGVD 29 (??/??/92)  275.053  (m)          902.40   (f) ADJ UNCH    2 0
 GW1497
 GW1497.Superseded values are not recommended for survey control.
 GW1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1497.See file dsdata.txt to determine how the superseded data were derived.
 GW1497
 GW1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB971249(NAD 83)
 GW1497_MARKER: Q = CHISELED SQUARE
 GW1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1497_SP_SET: BRIDGE
 GW1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1497
 GW1497  HISTORY     - Date     Condition        Report By
 GW1497  HISTORY     - UNK      MONUMENTED       VARR
 GW1497  HISTORY     - 1935     GOOD             NGS
 GW1497  HISTORY     - 1945     MARK NOT FOUND   NGS
 GW1497
 GW1497                          STATION DESCRIPTION
 GW1497
 GW1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1497'2.7 MI E FROM ROANOKE.
 GW1497'ABOUT 2.7 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1497'AT ROANOKE, ROANOKE COUNTY, AND ON TOP OF THE NORTH END OF THE
 GW1497'EAST BACK WALL OF TINKERS CREEK BRIDGE.  A CHISELED SQUARE.
 GW1497'NOTE-- 1945 REPORT-NO SQUARE COULD BE FOUND ON EAST BACK WALL OF
 GW1497'BRIDGE BUT CHISELED SQUARE WITH CHISELED ARROW FOUND ON.  NORTH
 GW1497'END OF WEST BACK WALL.
 GW1497
 GW1497                          STATION RECOVERY (1945)
 GW1497
 GW1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GW1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5783 ***********************************************************************
 GV5783  DESIGNATION -  241 C OF R 1972
 GV5783  PID         -  GV5783
 GV5783  STATE/COUNTY-  VA/C OF RICHMOND
 GV5783  USGS QUAD   -  BON AIR (1994)
 GV5783
 GV5783                         *CURRENT SURVEY CONTROL
 GV5783  ___________________________________________________________________
 GV5783* NAD 83(1993)-  37 33 09.50125(N)    077 32 35.52080(W)     ADJUSTED  
 GV5783* NAVD 88     -        44.39   (+/-2cm)     145.6    (feet)  VERTCON   
 GV5783  ___________________________________________________________________
 GV5783  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 GV5783  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5783
 GV5783  HORZ ORDER  -  SECOND
 GV5783  VERT ORDER  -  THIRD ? (See Below)
 GV5783
 GV5783.The horizontal coordinates were established by classical geodetic methods
 GV5783.and adjusted by the National Geodetic Survey in November 1994..
 GV5783
 GV5783.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5783.The vertical order pertains to the NGVD 29 superseded value.
 GV5783
 GV5783.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5783
 GV5783.The geoid height was determined by GEOID03.
 GV5783
 GV5783;                    North         East     Units Scale Factor Converg.
 GV5783;SPC VA S     - 1,135,741.659 3,584,540.394   MT  0.99995061   +0 34 50.5
 GV5783;SPC VA S     - 3,726,179.09 11,760,279.61   sFT  0.99995061   +0 34 50.5
 GV5783;UTM  18      - 4,159,221.298   275,345.100   MT  1.00022171   -1 33 02.5
 GV5783
 GV5783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5783!SPC VA S     -   0.99999819  x   0.99995061  =   0.99994880
 GV5783!UTM  18      -   0.99999819  x   1.00022171  =   1.00021990
 GV5783
 GV5783                          SUPERSEDED SURVEY CONTROL
 GV5783
 GV5783  NAD 83(1986)-  37 33 09.50746(N)    077 32 35.53790(W) AD(       ) 2
 GV5783  NAD 27      -  37 33 08.97854(N)    077 32 36.58785(W) AD(       ) 2
 GV5783  NGVD 29 (07/19/86)   44.70   (m)          146.7    (f) LEVELING    3  
 GV5783
 GV5783.Superseded values are not recommended for survey control.
 GV5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5783.See file dsdata.txt to determine how the superseded data were derived.
 GV5783
 GV5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7534559221(NAD 83)
 GV5783_MARKER: Z = SEE DESCRIPTION
 GV5783_SETTING: 0 = UNSPECIFIED SETTING
 GV5783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5783
 GV5783  HISTORY     - Date     Condition        Report By
 GV5783  HISTORY     - 1972     MONUMENTED       VA2060
 GV5783  HISTORY     - 19951002 GOOD             USPSQD
 GV5783  HISTORY     - 19991104 GOOD             USPSQD
 GV5783  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5783
 GV5783                          STATION DESCRIPTION
 GV5783
 GV5783'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5783'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5783'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5783'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5783'EAST ON CHEROKEE RD. 0.30 MILE TO SHERBROOK RD. AND POINT NO. 241.
 GV5783'
 GV5783'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5783'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5783'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5783'6 INCHES BELOW GROUND.
 GV5783'
 GV5783'25.9 FEET N. OF C/L OF CHEROKEE RD., 6.9 FEET N.E. OF C AND P POLE
 GV5783'NO. 9, 8.9 FEET S.E. OF THE CENTER OF SEWER MANHOLE, 20.6 FEET S.W.
 GV5783'OF 12 INCH PINE TREE, LOCATED AT CENTER OF SHERBROOK RD. PROJECTED.
 GV5783'
 GV5783'NEAREST TOWN--RICHMOND.
 GV5783
 GV5783                          STATION RECOVERY (1995)
 GV5783
 GV5783'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5783'RECOVERED IN GOOD CONDITION.
 GV5783
 GV5783                          STATION RECOVERY (1999)
 GV5783
 GV5783'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5783'RECOVERED IN GOOD CONDITION.
 GV5783
 GV5783                          STATION RECOVERY (2004)
 GV5783
 GV5783'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0898 ***********************************************************************
 GV0898  DESIGNATION -  241 USGS
 GV0898  PID         -  GV0898
 GV0898  STATE/COUNTY-  VA/ESSEX
 GV0898  USGS QUAD   -  DUNNSVILLE (1985)
 GV0898
 GV0898                         *CURRENT SURVEY CONTROL
 GV0898  ___________________________________________________________________
 GV0898* NAD 83(1986)-  37 49 03.     (N)    076 47 53.     (W)     SCALED    
 GV0898* NAVD 88     -        40.316  (meters)     132.27   (feet)  ADJUSTED  
 GV0898  ___________________________________________________________________
 GV0898  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 GV0898  DYNAMIC HT  -          40.289 (meters)     132.18  (feet)  COMP
 GV0898  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 GV0898  OBS GRAVITY -     979,964.5   (mgal)                       GRAV_OBS
 GV0898
 GV0898  VERT ORDER  -  FIRST     CLASS I
 GV0898
 GV0898.The horizontal coordinates were scaled from a topographic map and have
 GV0898.an estimated accuracy of +/- 6 seconds.
 GV0898
 GV0898.The orthometric height was determined by differential leveling
 GV0898.and adjusted by the National Geodetic Survey in June 1991..
 GV0898
 GV0898.The geoid height was determined by GEOID03.
 GV0898
 GV0898.The dynamic height is computed by dividing the NAVD 88
 GV0898.geopotential number by the normal gravity value computed on the
 GV0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0898.degrees latitude (g = 980.6199 gals.).
 GV0898
 GV0898.The modeled gravity was interpolated from observed gravity values.
 GV0898.The observed gravity was obtained from relative gravimeter ties
 GV0898.to the IGSN71 gravity network.
 GV0898
 GV0898;                    North         East    Units  Estimated Accuracy
 GV0898;SPC VA S     - 1,166,060.    3,649,840.      MT  (+/- 180 meters Scaled)
 GV0898
 GV0898                          SUPERSEDED SURVEY CONTROL
 GV0898
 GV0898  NGVD 29 (??/??/??)   40.559  (m)          133.07   (f) ADJUSTED    1 1
 GV0898
 GV0898.Superseded values are not recommended for survey control.
 GV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0898.See file dsdata.txt to determine how the superseded data were derived.
 GV0898
 GV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG417870(NAD 83)
 GV0898_MARKER: DD = SURVEY DISK
 GV0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0898_STAMPING: 133 241 MLS 1967
 GV0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0898+STABILITY: SURFACE MOTION
 GV0898
 GV0898  HISTORY     - Date     Condition        Report By
 GV0898  HISTORY     - 1967     MONUMENTED       USGS
 GV0898  HISTORY     - 1971     GOOD             NGS
 GV0898  HISTORY     - 1978     GOOD             DMA
 GV0898  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0898  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0898  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0898
 GV0898                          STATION DESCRIPTION
 GV0898
 GV0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0898'1.4 MI NW FROM CENTER CROSS.
 GV0898'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0898'OFFICE AT CENTER CROSS, AT THE JUNCTION OF STATE HIGHWAY 652, 47
 GV0898'FEET WEST OF THE CENTER LINE OF THE U.S. HIGHWAY AND AT THE
 GV0898'EXTENDED CENTER LINE OF THE STATE HIGHWAY, 99 FEET SOUTH OF
 GV0898'POWER LINE POLE NO. 42062, 1 FOOT EAST OF A METAL WITNESS POST,
 GV0898'3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 GV0898'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0898
 GV0898                          STATION RECOVERY (1978)
 GV0898
 GV0898'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0898'RECOVERED IN GOOD CONDITION.
 GV0898
 GV0898                          STATION RECOVERY (1995)
 GV0898
 GV0898'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0898'MARK NOT FOUND.
 GV0898
 GV0898                          STATION RECOVERY (1999)
 GV0898
 GV0898'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0898'MARK NOT FOUND.
 GV0898
 GV0898                          STATION RECOVERY (2004)
 GV0898
 GV0898'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1498 ***********************************************************************
 GW1498  DESIGNATION -  241.0
 GW1498  PID         -  GW1498
 GW1498  STATE/COUNTY-  VA/ROANOKE
 GW1498  USGS QUAD   -  ROANOKE (1984)
 GW1498
 GW1498                         *CURRENT SURVEY CONTROL
 GW1498  ___________________________________________________________________
 GW1498* NAD 83(1986)-  37 15 59.     (N)    079 54 55.     (W)     SCALED    
 GW1498* NAVD 88     -       275.619  (meters)     904.26   (feet)  ADJUSTED  
 GW1498  ___________________________________________________________________
 GW1498  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW1498  DYNAMIC HT  -         275.391 (meters)     903.51  (feet)  COMP
 GW1498  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GW1498
 GW1498  VERT ORDER  -  SECOND    CLASS 0
 GW1498
 GW1498.The horizontal coordinates were scaled from a topographic map and have
 GW1498.an estimated accuracy of +/- 6 seconds.
 GW1498
 GW1498.The orthometric height was determined by differential leveling
 GW1498.and adjusted by the National Geodetic Survey in June 1991..
 GW1498
 GW1498.The geoid height was determined by GEOID03.
 GW1498
 GW1498.The dynamic height is computed by dividing the NAVD 88
 GW1498.geopotential number by the normal gravity value computed on the
 GW1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1498.degrees latitude (g = 980.6199 gals.).
 GW1498
 GW1498.The modeled gravity was interpolated from observed gravity values.
 GW1498
 GW1498;                    North         East    Units  Estimated Accuracy
 GW1498;SPC VA S     - 1,104,490.    3,374,480.      MT  (+/- 180 meters Scaled)
 GW1498
 GW1498                          SUPERSEDED SURVEY CONTROL
 GW1498
 GW1498  NGVD 29 (??/??/92)  275.814  (m)          904.90   (f) ADJ UNCH    2 0
 GW1498
 GW1498.Superseded values are not recommended for survey control.
 GW1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1498.See file dsdata.txt to determine how the superseded data were derived.
 GW1498
 GW1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB961249(NAD 83)
 GW1498_MARKER: Q = CHISELED SQUARE
 GW1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1498_SP_SET: BRIDGE
 GW1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1498
 GW1498  HISTORY     - Date     Condition        Report By
 GW1498  HISTORY     - UNK      MONUMENTED       VARR
 GW1498  HISTORY     - 1935     GOOD             NGS
 GW1498  HISTORY     - 1945     MARK NOT FOUND   NGS
 GW1498
 GW1498                          STATION DESCRIPTION
 GW1498
 GW1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1498'2.1 MI E FROM ROANOKE.
 GW1498'ABOUT 2.1 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1498'AT ROANOKE, ROANOKE COUNTY, ON TOP OF THE SOUTHWEST CORNER OF THE
 GW1498'EAST ABUTMENT OF A BRIDGE OVER COUNTY ROAD 618, 7 FEET SOUTH OF
 GW1498'THE SOUTH RAIL, AND 3 FEET LOWER THAN THE TRACK.  A CHISELED
 GW1498'SQUARE.  NOTE-- BRIDGE HAS BEEN REBUILT.
 GW1498
 GW1498                          STATION RECOVERY (1945)
 GW1498
 GW1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GW1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5793 ***********************************************************************
 GV5793  DESIGNATION -  242 C OF R 1972
 GV5793  PID         -  GV5793
 GV5793  STATE/COUNTY-  VA/C OF RICHMOND
 GV5793  USGS QUAD   -  BON AIR (1994)
 GV5793
 GV5793                         *CURRENT SURVEY CONTROL
 GV5793  ___________________________________________________________________
 GV5793* NAD 83(1993)-  37 33 08.86338(N)    077 32 45.79002(W)     ADJUSTED  
 GV5793* NAVD 88     -        57.67   (+/-2cm)     189.2    (feet)  VERTCON   
 GV5793  ___________________________________________________________________
 GV5793  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 GV5793  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5793
 GV5793  HORZ ORDER  -  SECOND
 GV5793  VERT ORDER  -  THIRD ? (See Below)
 GV5793
 GV5793.The horizontal coordinates were established by classical geodetic methods
 GV5793.and adjusted by the National Geodetic Survey in November 1994..
 GV5793
 GV5793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5793.The vertical order pertains to the NGVD 29 superseded value.
 GV5793
 GV5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5793
 GV5793.The geoid height was determined by GEOID03.
 GV5793
 GV5793;                    North         East     Units Scale Factor Converg.
 GV5793;SPC VA S     - 1,135,719.445 3,584,288.556   MT  0.99995060   +0 34 44.3
 GV5793;SPC VA S     - 3,726,106.21 11,759,453.37   sFT  0.99995060   +0 34 44.3
 GV5793;UTM  18      - 4,159,208.462   275,092.542   MT  1.00022311   -1 33 08.8
 GV5793
 GV5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5793!SPC VA S     -   0.99999610  x   0.99995060  =   0.99994670
 GV5793!UTM  18      -   0.99999610  x   1.00022311  =   1.00021921
 GV5793
 GV5793                          SUPERSEDED SURVEY CONTROL
 GV5793
 GV5793  NAD 83(1986)-  37 33 08.86956(N)    077 32 45.80712(W) AD(       ) 2
 GV5793  NAD 27      -  37 33 08.34052(N)    077 32 46.85645(W) AD(       ) 2
 GV5793  NGVD 29 (07/19/86)   57.98   (m)          190.2    (f) LEVELING    3  
 GV5793
 GV5793.Superseded values are not recommended for survey control.
 GV5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5793.See file dsdata.txt to determine how the superseded data were derived.
 GV5793
 GV5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7509359208(NAD 83)
 GV5793_MARKER: Z = SEE DESCRIPTION
 GV5793_SETTING: 0 = UNSPECIFIED SETTING
 GV5793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5793
 GV5793  HISTORY     - Date     Condition        Report By
 GV5793  HISTORY     - 1972     MONUMENTED       VA2060
 GV5793  HISTORY     - 19951002 GOOD             USPSQD
 GV5793  HISTORY     - 19991104 GOOD             USPSQD
 GV5793  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5793
 GV5793                          STATION DESCRIPTION
 GV5793
 GV5793'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5793'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5793'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5793'THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO CHEROKEE RD., THENCE
 GV5793'EAST ON CHEROKEE RD. 0.10 MILE TO ARROWHEAD RD. AND POINT NO. 242.
 GV5793'
 GV5793'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5793'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5793'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5793'6 INCHES BELOW GROUND.
 GV5793'
 GV5793'21.7 FEET N. OF C/L OF CHEROKEE RD., 69.0 FEET W. OF C/L OF ARROWHEAD
 GV5793'RD., 22.0 FEET N.W. OF FIRE HYDRANT, 18.5 FEET S.E. OF VEPCO POLE
 GV5793'NO. VH78, 12.5 FEET S. OF 18 INCH PINE TREE.
 GV5793'
 GV5793'NEAREST TOWN--RICHMOND.
 GV5793
 GV5793                          STATION RECOVERY (1995)
 GV5793
 GV5793'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5793'RECOVERED IN GOOD CONDITION.
 GV5793
 GV5793                          STATION RECOVERY (1999)
 GV5793
 GV5793'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5793'RECOVERED IN GOOD CONDITION.
 GV5793
 GV5793                          STATION RECOVERY (2004)
 GV5793
 GV5793'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0894 ***********************************************************************
 GV0894  DESIGNATION -  242 USGS
 GV0894  PID         -  GV0894
 GV0894  STATE/COUNTY-  VA/ESSEX
 GV0894  USGS QUAD   -  DUNNSVILLE (1985)
 GV0894
 GV0894                         *CURRENT SURVEY CONTROL
 GV0894  ___________________________________________________________________
 GV0894* NAD 83(1986)-  37 48 02.     (N)    076 46 29.     (W)     SCALED    
 GV0894* NAVD 88     -        36.797  (meters)     120.72   (feet)  ADJUSTED  
 GV0894  ___________________________________________________________________
 GV0894  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 GV0894  DYNAMIC HT  -          36.773 (meters)     120.65  (feet)  COMP
 GV0894  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 GV0894  OBS GRAVITY -     979,964.2   (mgal)                       GRAV_OBS
 GV0894
 GV0894  VERT ORDER  -  FIRST     CLASS I
 GV0894
 GV0894.The horizontal coordinates were scaled from a topographic map and have
 GV0894.an estimated accuracy of +/- 6 seconds.
 GV0894
 GV0894.The orthometric height was determined by differential leveling
 GV0894.and adjusted by the National Geodetic Survey in June 1991..
 GV0894
 GV0894.The geoid height was determined by GEOID03.
 GV0894
 GV0894.The dynamic height is computed by dividing the NAVD 88
 GV0894.geopotential number by the normal gravity value computed on the
 GV0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0894.degrees latitude (g = 980.6199 gals.).
 GV0894
 GV0894.The modeled gravity was interpolated from observed gravity values.
 GV0894.The observed gravity was obtained from relative gravimeter ties
 GV0894.to the IGSN71 gravity network.
 GV0894
 GV0894;                    North         East    Units  Estimated Accuracy
 GV0894;SPC VA S     - 1,164,220.    3,651,930.      MT  (+/- 180 meters Scaled)
 GV0894
 GV0894                          SUPERSEDED SURVEY CONTROL
 GV0894
 GV0894  NGVD 29 (??/??/??)   37.040  (m)          121.52   (f) ADJUSTED    1 1
 GV0894
 GV0894.Superseded values are not recommended for survey control.
 GV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0894.See file dsdata.txt to determine how the superseded data were derived.
 GV0894
 GV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG437851(NAD 83)
 GV0894_MARKER: DD = SURVEY DISK
 GV0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0894_STAMPING: 122 FT 242 MLS 1967
 GV0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0894+STABILITY: SURFACE MOTION
 GV0894
 GV0894  HISTORY     - Date     Condition        Report By
 GV0894  HISTORY     - 1967     MONUMENTED       USGS
 GV0894  HISTORY     - 1971     GOOD             NGS
 GV0894  HISTORY     - 1978     GOOD             DMA
 GV0894  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0894  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0894  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0894
 GV0894                          STATION DESCRIPTION
 GV0894
 GV0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0894'0.4 MI SE FROM CENTER CROSS.
 GV0894'ABOUT 0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0894'OFFICE AT CENTER CROSS, 51 FEET EAST OF THE CENTER LINE OF THE
 GV0894'HIGHWAY, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 GV0894'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 GV0894
 GV0894                          STATION RECOVERY (1978)
 GV0894
 GV0894'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0894'MARK IS 14 YARDS WEST OF CENTER LINE OF HWY 17 WITNESS SIGN GONE.
 GV0894'POST STILL THERE.
 GV0894
 GV0894                          STATION RECOVERY (1995)
 GV0894
 GV0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0894'MARK NOT FOUND.
 GV0894
 GV0894                          STATION RECOVERY (1999)
 GV0894
 GV0894'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0894'MARK NOT FOUND.
 GV0894
 GV0894                          STATION RECOVERY (2004)
 GV0894
 GV0894'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5610 ***********************************************************************
 GV5610  DESIGNATION -  243 C OF R 1972
 GV5610  PID         -  GV5610
 GV5610  STATE/COUNTY-  VA/C OF RICHMOND
 GV5610  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5610
 GV5610                         *CURRENT SURVEY CONTROL
 GV5610  ___________________________________________________________________
 GV5610* NAD 83(1993)-  37 28 25.02351(N)    077 29 45.27259(W)     ADJUSTED  
 GV5610* NAVD 88     -        66.01   (+/-2cm)     216.6    (feet)  VERTCON   
 GV5610  ___________________________________________________________________
 GV5610  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV5610  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5610
 GV5610  HORZ ORDER  -  SECOND
 GV5610  VERT ORDER  -  THIRD ? (See Below)
 GV5610
 GV5610.The horizontal coordinates were established by classical geodetic methods
 GV5610.and adjusted by the National Geodetic Survey in September 1995..
 GV5610
 GV5610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5610.The vertical order pertains to the NGVD 29 superseded value.
 GV5610
 GV5610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5610
 GV5610.The geoid height was determined by GEOID03.
 GV5610
 GV5610;                    North         East     Units Scale Factor Converg.
 GV5610;SPC VA S     - 1,127,015.610 3,588,812.044   MT  0.99994711   +0 36 33.9
 GV5610;SPC VA S     - 3,697,550.38 11,774,294.18   sFT  0.99994711   +0 36 33.9
 GV5610;UTM  18      - 4,150,340.189   279,290.519   MT  1.00020007   -1 31 08.8
 GV5610
 GV5610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5610!SPC VA S     -   0.99999483  x   0.99994711  =   0.99994194
 GV5610!UTM  18      -   0.99999483  x   1.00020007  =   1.00019489
 GV5610
 GV5610                          SUPERSEDED SURVEY CONTROL
 GV5610
 GV5610  NAD 83(1993)-  37 28 25.02347(N)    077 29 45.27248(W) AD(       ) 2
 GV5610  NAD 83(1986)-  37 28 25.02974(N)    077 29 45.28931(W) AD(       ) 2
 GV5610  NAD 27      -  37 28 24.49762(N)    077 29 46.34004(W) AD(       ) 2
 GV5610  NGVD 29 (07/19/86)   66.32   (m)          217.6    (f) LEVELING    3  
 GV5610
 GV5610.Superseded values are not recommended for survey control.
 GV5610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5610.See file dsdata.txt to determine how the superseded data were derived.
 GV5610
 GV5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7929150340(NAD 83)
 GV5610_MARKER: Z = SEE DESCRIPTION
 GV5610_SETTING: 0 = UNSPECIFIED SETTING
 GV5610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5610
 GV5610  HISTORY     - Date     Condition        Report By
 GV5610  HISTORY     - 1972     MONUMENTED       VA2060
 GV5610  HISTORY     - 19951120 MARK NOT FOUND   USPSQD
 GV5610  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5610  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5610
 GV5610                          STATION DESCRIPTION
 GV5610
 GV5610'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5610'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5610'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5610'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.00 MILES TO BERTRAM RD.,
 GV5610'THENCE NORTH ON BERTRAM RD. 0.05 MILE TO POINT NO. 243.
 GV5610'
 GV5610'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5610'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5610'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5610'ABOUT 6 INCH BELOW GROUND.
 GV5610'
 GV5610'21.5 FEET N. OF C/L OF HANSDALE RD., 23.2 FEET N. E. OF C/L OF
 GV5610'BERTRAM RD., 51.5 FEET S. E. OF FIRE HYDRANT, 44.7 FEET S. W. OF W.
 GV5610'COR. OF HOUSE NO. 5434 HANSDALE RD., 24.5 FEET S. S. W. OF 4 INCH
 GV5610'MAPLE TREE.
 GV5610'
 GV5610'NEAREST TOWN--RICHMOND.
 GV5610
 GV5610                          STATION RECOVERY (1995)
 GV5610
 GV5610'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5610'MARK NOT FOUND.
 GV5610
 GV5610                          STATION RECOVERY (1999)
 GV5610
 GV5610'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5610'MARK NOT FOUND.
 GV5610
 GV5610                          STATION RECOVERY (2003)
 GV5610
 GV5610'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5614 ***********************************************************************
 GV5614  DESIGNATION -  244 C OF R 1972
 GV5614  PID         -  GV5614
 GV5614  STATE/COUNTY-  VA/C OF RICHMOND
 GV5614  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5614
 GV5614                         *CURRENT SURVEY CONTROL
 GV5614  ___________________________________________________________________
 GV5614* NAD 83(1993)-  37 28 23.24112(N)    077 29 50.20787(W)     ADJUSTED  
 GV5614* NAVD 88     -        63.97   (+/-2cm)     209.9    (feet)  VERTCON   
 GV5614  ___________________________________________________________________
 GV5614  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5614  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5614
 GV5614  HORZ ORDER  -  SECOND
 GV5614  VERT ORDER  -  THIRD ? (See Below)
 GV5614
 GV5614.The horizontal coordinates were established by classical geodetic methods
 GV5614.and adjusted by the National Geodetic Survey in September 1995..
 GV5614
 GV5614.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5614.The vertical order pertains to the NGVD 29 superseded value.
 GV5614
 GV5614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5614
 GV5614.The geoid height was determined by GEOID03.
 GV5614
 GV5614;                    North         East     Units Scale Factor Converg.
 GV5614;SPC VA S     - 1,126,959.376 3,588,691.375   MT  0.99994709   +0 36 30.9
 GV5614;SPC VA S     - 3,697,365.89 11,773,898.29   sFT  0.99994709   +0 36 30.9
 GV5614;UTM  18      - 4,150,288.463   279,167.814   MT  1.00020074   -1 31 11.8
 GV5614
 GV5614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5614!SPC VA S     -   0.99999514  x   0.99994709  =   0.99994224
 GV5614!UTM  18      -   0.99999514  x   1.00020074  =   1.00019588
 GV5614
 GV5614                          SUPERSEDED SURVEY CONTROL
 GV5614
 GV5614  NAD 83(1993)-  37 28 23.24108(N)    077 29 50.20776(W) AD(       ) 2
 GV5614  NAD 83(1986)-  37 28 23.24736(N)    077 29 50.22449(W) AD(       ) 2
 GV5614  NAD 27      -  37 28 22.71514(N)    077 29 51.27513(W) AD(       ) 2
 GV5614  NGVD 29 (07/19/86)   64.28   (m)          210.9    (f) LEVELING    3  
 GV5614
 GV5614.Superseded values are not recommended for survey control.
 GV5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5614.See file dsdata.txt to determine how the superseded data were derived.
 GV5614
 GV5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7916850288(NAD 83)
 GV5614_MARKER: Z = SEE DESCRIPTION
 GV5614_SETTING: 0 = UNSPECIFIED SETTING
 GV5614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5614+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5614
 GV5614  HISTORY     - Date     Condition        Report By
 GV5614  HISTORY     - 1972     MONUMENTED       VA2060
 GV5614  HISTORY     - 19951120 GOOD             USPSQD
 GV5614  HISTORY     - 19991023 GOOD             USPSQD
 GV5614  HISTORY     - 20031108 GOOD             USPSQD
 GV5614  HISTORY     - 20051205 GOOD             USPSQD
 GV5614
 GV5614                          STATION DESCRIPTION
 GV5614
 GV5614'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5614'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5614'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5614'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.00 MILES TO BERTRAM RD.,
 GV5614'THENCE NORTH ON BERTRAM RD. 0.05 MILE TO HANSDALE RD., THENCE WEST
 GV5614'ON HANSDALE RD. 0.05 MILE TO STACIE RD. AND POINT NO. 244.
 GV5614'
 GV5614'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5614'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5614'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5614'ABOUT 6 INCH BELOW GROUND.
 GV5614'
 GV5614'17.3 FEET N. N. W. OF C/L OF HANSDALE RD., 73.2 FEET S. W. OF C/L OF
 GV5614'STACIE RD., 61.3 FEET S. OF 24 INCH OAK TREE, 50.6 FEET N. W. OF
 GV5614'15 INCH PINE TREE.
 GV5614'
 GV5614'NEAREST TOWN--RICHMOND.
 GV5614
 GV5614                          STATION RECOVERY (1995)
 GV5614
 GV5614'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5614'RECOVERED IN GOOD CONDITION.
 GV5614
 GV5614                          STATION RECOVERY (1999)
 GV5614
 GV5614'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5614'RECOVERED IN GOOD CONDITION.
 GV5614
 GV5614                          STATION RECOVERY (2003)
 GV5614
 GV5614'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5614'RECOVERED IN GOOD CONDITION.
 GV5614
 GV5614                          STATION RECOVERY (2005)
 GV5614
 GV5614'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1797 ***********************************************************************
 HW1797  DESIGNATION -  2442.8
 HW1797  PID         -  HW1797
 HW1797  STATE/COUNTY-  VA/BATH
 HW1797  USGS QUAD   -  WARM SPRINGS (1968)
 HW1797
 HW1797                         *CURRENT SURVEY CONTROL
 HW1797  ___________________________________________________________________
 HW1797* NAD 83(1986)-  38 05 54.     (N)    079 50 52.     (W)     SCALED    
 HW1797* NAVD 88     -       744.700  (meters)    2443.24   (feet)  ADJUSTED  
 HW1797  ___________________________________________________________________
 HW1797  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HW1797  DYNAMIC HT  -         744.081 (meters)    2441.21  (feet)  COMP
 HW1797  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 HW1797
 HW1797  VERT ORDER  -  SECOND    CLASS 0
 HW1797
 HW1797.The horizontal coordinates were scaled from a topographic map and have
 HW1797.an estimated accuracy of +/- 6 seconds.
 HW1797
 HW1797.The orthometric height was determined by differential leveling
 HW1797.and adjusted by the National Geodetic Survey in June 1991..
 HW1797
 HW1797.The geoid height was determined by GEOID03.
 HW1797
 HW1797.The dynamic height is computed by dividing the NAVD 88
 HW1797.geopotential number by the normal gravity value computed on the
 HW1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1797.degrees latitude (g = 980.6199 gals.).
 HW1797
 HW1797.The modeled gravity was interpolated from observed gravity values.
 HW1797
 HW1797;                    North         East    Units  Estimated Accuracy
 HW1797;SPC VA N     - 2,048,780.    3,381,790.      MT  (+/- 180 meters Scaled)
 HW1797
 HW1797                          SUPERSEDED SURVEY CONTROL
 HW1797
 HW1797  NGVD 29 (??/??/92)  744.788  (m)         2443.53   (f) ADJ UNCH    2 0
 HW1797
 HW1797.Superseded values are not recommended for survey control.
 HW1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1797.See file dsdata.txt to determine how the superseded data were derived.
 HW1797
 HW1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC010173(NAD 83)
 HW1797_MARKER: N = NAIL
 HW1797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1797_SP_SET: TREE
 HW1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1797
 HW1797  HISTORY     - Date     Condition        Report By
 HW1797  HISTORY     - UNK      MONUMENTED       USGS
 HW1797  HISTORY     - 1934     GOOD             NGS
 HW1797
 HW1797                          STATION DESCRIPTION
 HW1797
 HW1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1797'6.1 MI W FROM WARM SPRINGS.
 HW1797'6.1 MILES WEST ALONG STATE HIGHWAY 501 FROM THE POST OFFICE AT
 HW1797'WARM SPRINGS, BATH COUNTY, AT THE SUMMIT OF BACK CREEK MOUNTAIN,
 HW1797'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE ROOT ON THE
 HW1797'EAST SIDE OF AN 18-INCH OAK TREE, 3 FEET HIGHER THAN THE HIGHWAY.
 HW1797'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER,
 HW1797'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0790 ***********************************************************************
 FZ0790  DESIGNATION -  2444.520
 FZ0790  PID         -  FZ0790
 FZ0790  STATE/COUNTY-  VA/WYTHE
 FZ0790  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0790
 FZ0790                         *CURRENT SURVEY CONTROL
 FZ0790  ___________________________________________________________________
 FZ0790* NAD 83(1986)-  36 57 37.     (N)    081 04 25.     (W)     SCALED    
 FZ0790* NAVD 88     -       744.960  (meters)    2444.09   (feet)  ADJUSTED  
 FZ0790  ___________________________________________________________________
 FZ0790  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FZ0790  DYNAMIC HT  -         744.279 (meters)    2441.86  (feet)  COMP
 FZ0790  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FZ0790
 FZ0790  VERT ORDER  -  FIRST     CLASS II
 FZ0790
 FZ0790.The horizontal coordinates were scaled from a topographic map and have
 FZ0790.an estimated accuracy of +/- 6 seconds.
 FZ0790
 FZ0790.The orthometric height was determined by differential leveling
 FZ0790.and adjusted by the National Geodetic Survey in June 1991..
 FZ0790
 FZ0790.The geoid height was determined by GEOID03.
 FZ0790
 FZ0790.The dynamic height is computed by dividing the NAVD 88
 FZ0790.geopotential number by the normal gravity value computed on the
 FZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0790.degrees latitude (g = 980.6199 gals.).
 FZ0790
 FZ0790.The modeled gravity was interpolated from observed gravity values.
 FZ0790
 FZ0790;                    North         East    Units  Estimated Accuracy
 FZ0790;SPC VA S     - 1,072,700.    3,270,840.      MT  (+/- 180 meters Scaled)
 FZ0790
 FZ0790                          SUPERSEDED SURVEY CONTROL
 FZ0790
 FZ0790  NGVD 29 (??/??/92)  745.052  (m)         2444.39   (f) ADJ UNCH    1 2
 FZ0790
 FZ0790.Superseded values are not recommended for survey control.
 FZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0790.See file dsdata.txt to determine how the superseded data were derived.
 FZ0790
 FZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA934904(NAD 83)
 FZ0790_MARKER: DD = SURVEY DISK
 FZ0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0790_SP_SET: PLATFORM
 FZ0790_STAMPING: 2444.520
 FZ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0790
 FZ0790  HISTORY     - Date     Condition        Report By
 FZ0790  HISTORY     - UNK      MONUMENTED       VAGS
 FZ0790  HISTORY     - 1963     GOOD             NGS
 FZ0790
 FZ0790                          STATION DESCRIPTION
 FZ0790
 FZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0790'AT WYTHEVILLE.
 FZ0790'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 FZ0790'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 FZ0790'THENCE 0.5 MILE NORTH ALONG MONROE STREET TO THE NARROW FABRIC
 FZ0790'COMPANY, PROCEED SOUTHEAST THROUGH THE GATE, THEN 0.05 MILE EAST
 FZ0790'ALONG THE NORTH SIDE OF THE BUILDING, THENCE 0.05 MILE SOUTH ALONG
 FZ0790'THE EAST SIDE OF THE BUILDING.  ABOUT 70 YARDS NORTHWEST OF WYTHEVILLE
 FZ0790'TRIANGULATION STATION, 52 FEET WEST OF THE SOUTHEAST CORNER OF
 FZ0790'LARGE RED BRICK ONE-STORY BUILDING, 10.6 FEET WEST OF THE CENTER
 FZ0790'OF THE SOUTH DOOR TO THE BUILDING, 0.2 FOOT SOUTH OF THE SOUTH
 FZ0790'FACE OF THE BUILDING AND IN THE TOP OF THE LOADING PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0287 ***********************************************************************
 GX0287  DESIGNATION -  245
 GX0287  PID         -  GX0287
 GX0287  STATE/COUNTY-  VA/MONTGOMERY
 GX0287  USGS QUAD   -  RINER (1978)
 GX0287
 GX0287                         *CURRENT SURVEY CONTROL
 GX0287  ___________________________________________________________________
 GX0287* NAD 83(1986)-  37 07 18.     (N)    080 25 05.     (W)     SCALED    
 GX0287* NAVD 88     -       650.168  (meters)    2133.09   (feet)  POSTED    
 GX0287  ___________________________________________________________________
 GX0287  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX0287  DYNAMIC HT  -         649.580 (meters)    2131.16  (feet)  COMP
 GX0287  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 GX0287
 GX0287  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0287
 GX0287.The horizontal coordinates were scaled from a topographic map and have
 GX0287.an estimated accuracy of +/- 6 seconds.
 GX0287
 GX0287.The orthometric height was determined by differential leveling
 GX0287.and adjusted by the National Geodetic Survey in 1992..
 GX0287.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0287.rate of 0.0 thru 1.0 mm/km.
 GX0287
 GX0287.The geoid height was determined by GEOID03.
 GX0287
 GX0287.The dynamic height is computed by dividing the NAVD 88
 GX0287.geopotential number by the normal gravity value computed on the
 GX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0287.degrees latitude (g = 980.6199 gals.).
 GX0287
 GX0287.The modeled gravity was interpolated from observed gravity values.
 GX0287
 GX0287;                    North         East    Units  Estimated Accuracy
 GX0287;SPC VA S     - 1,089,220.    3,329,560.      MT  (+/- 180 meters Scaled)
 GX0287
 GX0287                          SUPERSEDED SURVEY CONTROL
 GX0287
 GX0287  NGVD 29 (??/??/92)  650.272  (m)         2133.43   (f) ADJ UNCH    2 0
 GX0287
 GX0287.Superseded values are not recommended for survey control.
 GX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0287.See file dsdata.txt to determine how the superseded data were derived.
 GX0287
 GX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB516085(NAD 83)
 GX0287_MARKER: DD = SURVEY DISK
 GX0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0287_STAMPING: 245
 GX0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0287+STABILITY: SURFACE MOTION
 GX0287
 GX0287  HISTORY     - Date     Condition        Report By
 GX0287  HISTORY     - UNK      MONUMENTED       VAGS
 GX0287  HISTORY     - 1935     GOOD             NGS
 GX0287  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0287
 GX0287                          STATION DESCRIPTION
 GX0287
 GX0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0287'0.8 MI SW FROM CHRISTIANSBURG.
 GX0287'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 GX0287'AT CHRISTIANSBURG, MONTGOMERY COUNTY, AT THE CITY LIMITS, ABOUT
 GX0287'55 FEET EAST OF THE EAST CORNER OF THE ORIS SIMMONS RESIDENCE, 23
 GX0287'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTHEAST
 GX0287'OF A PRIVATE DRIVEWAY, AND 4.0 FEET WEST OF A WATER METER.  A
 GX0287'STATE SURVEY STANDARD DISK, STAMPED 245 AND SET IN THE TOP OF A
 GX0287'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 GX0287
 GX0287                          STATION RECOVERY (1963)
 GX0287
 GX0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5616 ***********************************************************************
 GV5616  DESIGNATION -  245 C OF R 1972
 GV5616  PID         -  GV5616
 GV5616  STATE/COUNTY-  VA/C OF RICHMOND
 GV5616  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5616
 GV5616                         *CURRENT SURVEY CONTROL
 GV5616  ___________________________________________________________________
 GV5616* NAD 83(1993)-  37 28 31.43907(N)    077 29 51.70842(W)     ADJUSTED  
 GV5616* NAVD 88     -        65.71   (+/-2cm)     215.6    (feet)  VERTCON   
 GV5616  ___________________________________________________________________
 GV5616  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5616  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5616
 GV5616  HORZ ORDER  -  SECOND
 GV5616  VERT ORDER  -  THIRD ? (See Below)
 GV5616
 GV5616.The horizontal coordinates were established by classical geodetic methods
 GV5616.and adjusted by the National Geodetic Survey in September 1995..
 GV5616
 GV5616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5616.The vertical order pertains to the NGVD 29 superseded value.
 GV5616
 GV5616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5616
 GV5616.The geoid height was determined by GEOID03.
 GV5616
 GV5616;                    North         East     Units Scale Factor Converg.
 GV5616;SPC VA S     - 1,127,211.697 3,588,651.825   MT  0.99994717   +0 36 30.0
 GV5616;SPC VA S     - 3,698,193.71 11,773,768.53   sFT  0.99994717   +0 36 30.0
 GV5616;UTM  18      - 4,150,542.142   279,137.655   MT  1.00020090   -1 31 13.0
 GV5616
 GV5616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5616!SPC VA S     -   0.99999487  x   0.99994717  =   0.99994204
 GV5616!UTM  18      -   0.99999487  x   1.00020090  =   1.00019577
 GV5616
 GV5616                          SUPERSEDED SURVEY CONTROL
 GV5616
 GV5616  NAD 83(1993)-  37 28 31.43903(N)    077 29 51.70832(W) AD(       ) 2
 GV5616  NAD 83(1986)-  37 28 31.44535(N)    077 29 51.72512(W) AD(       ) 2
 GV5616  NAD 27      -  37 28 30.91321(N)    077 29 52.77578(W) AD(       ) 2
 GV5616  NGVD 29 (07/19/86)   66.02   (m)          216.6    (f) LEVELING    3  
 GV5616
 GV5616.Superseded values are not recommended for survey control.
 GV5616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5616.See file dsdata.txt to determine how the superseded data were derived.
 GV5616
 GV5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7913850542(NAD 83)
 GV5616_MARKER: Z = SEE DESCRIPTION
 GV5616_SETTING: 0 = UNSPECIFIED SETTING
 GV5616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5616+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5616
 GV5616  HISTORY     - Date     Condition        Report By
 GV5616  HISTORY     - 1972     MONUMENTED       VA2060
 GV5616  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5616  HISTORY     - 19991023 GOOD             USPSQD
 GV5616  HISTORY     - 20031120 GOOD             USPSQD
 GV5616
 GV5616                          STATION DESCRIPTION
 GV5616
 GV5616'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5616'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5616'ON WESTOVER HILLS BLVD., THENCE SOUTH ON BELT BLVD. 1.60 MILES TO
 GV5616'RT. 360, THENCE WEST ON RT. 360 2.05 MILES TO ORCUTT LANE, THENCE
 GV5616'SOUTHEAST ON ORCUTT LANE 0.35 MILE TO CLEARFIELD ST., THENCE
 GV5616'SOUTHWEST ON CLEARFIELD ST. 0.45 MILE TO KENDALL RD., THENCE EAST
 GV5616'ON KENDALL RD. 0.10 MILE TO POINT NO. 245.  CITY BENCH MARK NO.
 GV5616'702.
 GV5616'
 GV5616'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5616'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5616'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5616'ABOUT 6 INCH BELOW GROUND.
 GV5616'
 GV5616'LOCATED ON THE C/L OF STACIE RD., 16.0 FEET N. OF C/L OF KENDALL
 GV5616'RD., 23.6 FEET W. OF VEPCO POLE NO. BM14, 38.0 FEET W. OF FIRE
 GV5616'HYDRANT, 20.0 FEET S. OF 10 INCH OAK TREE.
 GV5616'
 GV5616'NEAREST TOWN--RICHMOND.
 GV5616
 GV5616                          STATION RECOVERY (1995)
 GV5616
 GV5616'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5616'MARK NOT FOUND.
 GV5616
 GV5616                          STATION RECOVERY (1999)
 GV5616
 GV5616'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5616'RECOVERED IN GOOD CONDITION.
 GV5616
 GV5616                          STATION RECOVERY (2003)
 GV5616
 GV5616'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0890 ***********************************************************************
 GV0890  DESIGNATION -  245 USGS
 GV0890  PID         -  GV0890
 GV0890  STATE/COUNTY-  VA/ESSEX
 GV0890  USGS QUAD   -  MORATTICO (1979)
 GV0890
 GV0890                         *CURRENT SURVEY CONTROL
 GV0890  ___________________________________________________________________
 GV0890* NAD 83(1986)-  37 46 05.     (N)    076 44 15.     (W)     SCALED    
 GV0890* NAVD 88     -        33.757  (meters)     110.75   (feet)  ADJUSTED  
 GV0890  ___________________________________________________________________
 GV0890  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV0890  DYNAMIC HT  -          33.735 (meters)     110.68  (feet)  COMP
 GV0890  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 GV0890
 GV0890  VERT ORDER  -  FIRST     CLASS I
 GV0890
 GV0890.The horizontal coordinates were scaled from a topographic map and have
 GV0890.an estimated accuracy of +/- 6 seconds.
 GV0890
 GV0890.The orthometric height was determined by differential leveling
 GV0890.and adjusted by the National Geodetic Survey in June 1991..
 GV0890
 GV0890.The geoid height was determined by GEOID03.
 GV0890
 GV0890.The dynamic height is computed by dividing the NAVD 88
 GV0890.geopotential number by the normal gravity value computed on the
 GV0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0890.degrees latitude (g = 980.6199 gals.).
 GV0890
 GV0890.The modeled gravity was interpolated from observed gravity values.
 GV0890
 GV0890;                    North         East    Units  Estimated Accuracy
 GV0890;SPC VA S     - 1,160,670.    3,655,280.      MT  (+/- 180 meters Scaled)
 GV0890
 GV0890                          SUPERSEDED SURVEY CONTROL
 GV0890
 GV0890  NGVD 29 (??/??/??)   33.999  (m)          111.55   (f) ADJUSTED    1 1
 GV0890
 GV0890.Superseded values are not recommended for survey control.
 GV0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0890.See file dsdata.txt to determine how the superseded data were derived.
 GV0890
 GV0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG469815(NAD 83)
 GV0890_MARKER: DD = SURVEY DISK
 GV0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0890_STAMPING: 112 245 MLS 1967
 GV0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0890+STABILITY: SURFACE MOTION
 GV0890
 GV0890  HISTORY     - Date     Condition        Report By
 GV0890  HISTORY     - 1967     MONUMENTED       USGS
 GV0890  HISTORY     - 1971     GOOD             NGS
 GV0890  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0890  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0890  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0890
 GV0890                          STATION DESCRIPTION
 GV0890
 GV0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0890'3.6 MI SE FROM CENTER CROSS.
 GV0890'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0890'OFFICE AT CENTER CROSS, AT THE JUNCTION OF STATE HIGHWAY 601, 35
 GV0890'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 17 AT THE EXTENDED
 GV0890'CENTER LINE OF THE STATE HIGHWAY, 64 FEET EAST OF THE CENTER LINE
 GV0890'OF A DRIVEWAY LEADING TO A RESIDENT, 17 FEET SOUTHEAST OF AN
 GV0890'18 INCH PIPE CULVERT, 1.2 FEET NORTH OF A METAL WITNESS POST,
 GV0890'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GV0890'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GV0890
 GV0890                          STATION RECOVERY (1978)
 GV0890
 GV0890'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0890'MARK NOT FOUND.
 GV0890
 GV0890                          STATION RECOVERY (1999)
 GV0890
 GV0890'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0890'MARK NOT FOUND.
 GV0890
 GV0890                          STATION RECOVERY (2004)
 GV0890
 GV0890'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5620 ***********************************************************************
 GV5620  DESIGNATION -  246 C OF R 1972
 GV5620  PID         -  GV5620
 GV5620  STATE/COUNTY-  VA/C OF RICHMOND
 GV5620  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5620
 GV5620                         *CURRENT SURVEY CONTROL
 GV5620  ___________________________________________________________________
 GV5620* NAD 83(1993)-  37 28 34.45798(N)    077 29 55.40781(W)     ADJUSTED  
 GV5620* NAVD 88     -        67.03   (+/-2cm)     219.9    (feet)  VERTCON   
 GV5620  ___________________________________________________________________
 GV5620  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5620  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5620
 GV5620  HORZ ORDER  -  SECOND
 GV5620  VERT ORDER  -  THIRD ? (See Below)
 GV5620
 GV5620.The horizontal coordinates were established by classical geodetic methods
 GV5620.and adjusted by the National Geodetic Survey in September 1995..
 GV5620
 GV5620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5620.The vertical order pertains to the NGVD 29 superseded value.
 GV5620
 GV5620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5620
 GV5620.The geoid height was determined by GEOID03.
 GV5620
 GV5620;                    North         East     Units Scale Factor Converg.
 GV5620;SPC VA S     - 1,127,303.794 3,588,559.952   MT  0.99994720   +0 36 27.7
 GV5620;SPC VA S     - 3,698,495.86 11,773,467.11   sFT  0.99994720   +0 36 27.7
 GV5620;UTM  18      - 4,150,637.613   279,049.243   MT  1.00020138   -1 31 15.3
 GV5620
 GV5620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5620!SPC VA S     -   0.99999466  x   0.99994720  =   0.99994186
 GV5620!UTM  18      -   0.99999466  x   1.00020138  =   1.00019604
 GV5620
 GV5620:                Primary Azimuth Mark                     Grid Az
 GV5620:SPC VA S     -  247 C OF R 1972                          014 09 39.1
 GV5620:UTM  18      -  247 C OF R 1972                          016 17 22.1
 GV5620
 GV5620|---------------------------------------------------------------------|
 GV5620| PID    Reference Object                     Distance      Geod. Az  |
 GV5620|                                                           dddmmss.s |
 GV5620| GV5612 247 C OF R 1972                     APPROX. 0.6 KM 0144606.8 |
 GV5620| GV5616 245 C OF R 1972                     130.094 METERS 13541     |
 GV5620|---------------------------------------------------------------------|
 GV5620
 GV5620                          SUPERSEDED SURVEY CONTROL
 GV5620
 GV5620  NAD 83(1993)-  37 28 34.45794(N)    077 29 55.40771(W) AD(       ) 2
 GV5620  NAD 83(1986)-  37 28 34.46426(N)    077 29 55.42456(W) AD(       ) 2
 GV5620  NAD 27      -  37 28 33.93214(N)    077 29 56.47511(W) AD(       ) 2
 GV5620  NGVD 29 (07/19/86)   67.34   (m)          220.9    (f) LEVELING    3  
 GV5620
 GV5620.Superseded values are not recommended for survey control.
 GV5620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5620.See file dsdata.txt to determine how the superseded data were derived.
 GV5620
 GV5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7904950638(NAD 83)
 GV5620_MARKER: Z = SEE DESCRIPTION
 GV5620_SETTING: 0 = UNSPECIFIED SETTING
 GV5620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5620+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5620
 GV5620  HISTORY     - Date     Condition        Report By
 GV5620  HISTORY     - 1972     MONUMENTED       VA2060
 GV5620  HISTORY     - 19951117 GOOD             USPSQD
 GV5620  HISTORY     - 19991023 GOOD             USPSQD
 GV5620  HISTORY     - 20031120 GOOD             USPSQD
 GV5620
 GV5620                          STATION DESCRIPTION
 GV5620
 GV5620'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5620'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5620'ON WESTOVER HILLS BLVD., THENCE SOUTH ON BELT BLVD. 1.60 MILES TO
 GV5620'RT. 360, THENCE WEST ON RT. 360 2.05 MILES TO ORCUTT LANE, THENCE
 GV5620'SOUTHEAST ON ORCUTT LANE 0.35 MILE TO CLEARFIELD ST., THENCE
 GV5620'SOUTHWEST ON CLEARFIELD ST. 0.40 MILE TO POINT NO. 246.
 GV5620'
 GV5620'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5620'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5620'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5620'ABOUT 6 INCH BELOW GROUND.
 GV5620'
 GV5620'16.5 FEET N. W. OF C/L OF CLEARFIELD STREET, 20.0 FEET N. N. E. OF
 GV5620'VEPCO POLE NO. AM-68, 30.4 FEET S. W. OF CENTER OF SEWER MANHOLE,
 GV5620'68.1 FEET N. E. CORNER OF HOUSE - 2550 CLEARFIELD STREET.
 GV5620'
 GV5620'NEAREST TOWN--RICHMOND.
 GV5620
 GV5620                          STATION RECOVERY (1995)
 GV5620
 GV5620'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5620'RECOVERED IN GOOD CONDITION.
 GV5620
 GV5620                          STATION RECOVERY (1999)
 GV5620
 GV5620'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5620'RECOVERED IN GOOD CONDITION.
 GV5620
 GV5620                          STATION RECOVERY (2003)
 GV5620
 GV5620'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2841 ***********************************************************************
 HV2841  DESIGNATION -  24.6 USGS
 HV2841  PID         -  HV2841
 HV2841  STATE/COUNTY-  VA/STAFFORD
 HV2841  USGS QUAD   -  WIDEWATER (1978)
 HV2841
 HV2841                         *CURRENT SURVEY CONTROL
 HV2841  ___________________________________________________________________
 HV2841* NAD 83(1986)-  38 29 44.     (N)    077 18 42.     (W)     SCALED    
 HV2841* NAVD 88     -         7.194  (meters)      23.60   (feet)  ADJUSTED  
 HV2841  ___________________________________________________________________
 HV2841  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV2841  DYNAMIC HT  -           7.190 (meters)      23.59  (feet)  COMP
 HV2841  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 HV2841
 HV2841  VERT ORDER  -  FIRST     CLASS I
 HV2841
 HV2841.The horizontal coordinates were scaled from a topographic map and have
 HV2841.an estimated accuracy of +/- 6 seconds.
 HV2841
 HV2841.The orthometric height was determined by differential leveling
 HV2841.and adjusted by the National Geodetic Survey in June 1991..
 HV2841
 HV2841.The geoid height was determined by GEOID03.
 HV2841
 HV2841.The dynamic height is computed by dividing the NAVD 88
 HV2841.geopotential number by the normal gravity value computed on the
 HV2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2841.degrees latitude (g = 980.6199 gals.).
 HV2841
 HV2841.The modeled gravity was interpolated from observed gravity values.
 HV2841
 HV2841;                    North         East    Units  Estimated Accuracy
 HV2841;SPC VA N     - 2,092,680.    3,603,660.      MT  (+/- 180 meters Scaled)
 HV2841
 HV2841                          SUPERSEDED SURVEY CONTROL
 HV2841
 HV2841  NGVD 29 (??/??/??)    7.437  (m)           24.40   (f) ADJUSTED    1 1
 HV2841
 HV2841.Superseded values are not recommended for survey control.
 HV2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2841.See file dsdata.txt to determine how the superseded data were derived.
 HV2841
 HV2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH984633(NAD 83)
 HV2841_MARKER: DD = SURVEY DISK
 HV2841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2841_SP_SET: FOUNDATION
 HV2841_STAMPING: 24.6
 HV2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2841
 HV2841  HISTORY     - Date     Condition        Report By
 HV2841  HISTORY     - UNK      MONUMENTED       USGS
 HV2841  HISTORY     - 1971     GOOD             NGS
 HV2841  HISTORY     - 1978     GOOD             DMA
 HV2841
 HV2841                          STATION DESCRIPTION
 HV2841
 HV2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2841'2.2 MI SW FROM QUANTICO.
 HV2841'ABOUT 2.2 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2841'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 112 1/2
 HV2841'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 HV2841'SET IN THE TOP OF THE SOUTHWEST CONCRETE FOUNDATION FOR A
 HV2841'BUILDING WHICH IS NOW REMOVED, 38 FEET NORTHEAST OF THE CENTER
 HV2841'LINE OF A PAVED ROAD WHICH CROSSES THE TRACKS, 45 1/2 FEET
 HV2841'NORTHWEST OF THE CENTER LINE OF A PAVED ROAD, 24 1/2 FEET NORTHWEST
 HV2841'OF THE SOUTH CORNER OF THE FOUNDATION, 53 YARDS EAST AND ACROSS
 HV2841'THE TRACKS FROM BENCH MARK B 233, ABOUT 1 FOOT ABOVE THE LEVEL
 HV2841'OF A SIDEWALK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HV2841
 HV2841                          STATION RECOVERY (1978)
 HV2841
 HV2841'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0889 ***********************************************************************
 GV0889  DESIGNATION -  246 USGS
 GV0889  PID         -  GV0889
 GV0889  STATE/COUNTY-  VA/MIDDLESEX
 GV0889  USGS QUAD   -  MORATTICO (1979)
 GV0889
 GV0889                         *CURRENT SURVEY CONTROL
 GV0889  ___________________________________________________________________
 GV0889* NAD 83(1986)-  37 45 26.     (N)    076 43 23.     (W)     SCALED    
 GV0889* NAVD 88     -        36.274  (meters)     119.01   (feet)  ADJUSTED  
 GV0889  ___________________________________________________________________
 GV0889  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 GV0889  DYNAMIC HT  -          36.250 (meters)     118.93  (feet)  COMP
 GV0889  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 GV0889  OBS GRAVITY -     979,957.8   (mgal)                       GRAV_OBS
 GV0889
 GV0889  VERT ORDER  -  FIRST     CLASS I
 GV0889
 GV0889.The horizontal coordinates were scaled from a topographic map and have
 GV0889.an estimated accuracy of +/- 6 seconds.
 GV0889
 GV0889.The orthometric height was determined by differential leveling
 GV0889.and adjusted by the National Geodetic Survey in June 1991..
 GV0889
 GV0889.The geoid height was determined by GEOID03.
 GV0889
 GV0889.The dynamic height is computed by dividing the NAVD 88
 GV0889.geopotential number by the normal gravity value computed on the
 GV0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0889.degrees latitude (g = 980.6199 gals.).
 GV0889
 GV0889.The modeled gravity was interpolated from observed gravity values.
 GV0889.The observed gravity was obtained from relative gravimeter ties
 GV0889.to the IGSN71 gravity network.
 GV0889
 GV0889;                    North         East    Units  Estimated Accuracy
 GV0889;SPC VA S     - 1,159,490.    3,656,570.      MT  (+/- 180 meters Scaled)
 GV0889
 GV0889                          SUPERSEDED SURVEY CONTROL
 GV0889
 GV0889  NGVD 29 (??/??/??)   36.516  (m)          119.80   (f) ADJUSTED    1 1
 GV0889
 GV0889.Superseded values are not recommended for survey control.
 GV0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0889.See file dsdata.txt to determine how the superseded data were derived.
 GV0889
 GV0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG482802(NAD 83)
 GV0889_MARKER: DD = SURVEY DISK
 GV0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0889_STAMPING: 120 246 MLS 1967
 GV0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0889+STABILITY: SURFACE MOTION
 GV0889
 GV0889  HISTORY     - Date     Condition        Report By
 GV0889  HISTORY     - 1967     MONUMENTED       USGS
 GV0889  HISTORY     - 1971     GOOD             NGS
 GV0889  HISTORY     - 1978     GOOD             DMA
 GV0889  HISTORY     - 19980215 MARK NOT FOUND   USPSQD
 GV0889  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0889
 GV0889                          STATION DESCRIPTION
 GV0889
 GV0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0889'4.7 MI SE FROM CENTER CROSS.
 GV0889'ABOUT 4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0889'OFFICE AT CENTER CROSS, AT THE JUNCTION OF U.S. HIGHWAY 17 AND
 GV0889'STATE HIGHWAY 600, AT THE ESSEX-MIDDLESEX COUNTY LINE, AT THE
 GV0889'SMALL COMMUNITY OF LANEVIEW, 99 FEET EAST OF THE CENTER LINE
 GV0889'OF U.S. HIGHWAY 17, 41 FEET SOUTH OF THE CENTER LINE OF STATE
 GV0889'HIGHWAY 600, 44 FEET SOUTHWEST OF TELEPHONE POLE 458 WITH GUY WIRE,
 GV0889'3 FEET NORTH OF A TRIANGULAR SHAPED CONCRETE POST, 1.4 FEET WEST
 GV0889'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 GV0889'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 GV0889'LEVEL OF THE GROUND.
 GV0889
 GV0889                          STATION RECOVERY (1978)
 GV0889
 GV0889'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0889'RECOVERED IN GOOD CONDITION.
 GV0889
 GV0889                          STATION RECOVERY (1998)
 GV0889
 GV0889'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0889'MARK NOT FOUND.
 GV0889
 GV0889                          STATION RECOVERY (2003)
 GV0889
 GV0889'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5612 ***********************************************************************
 GV5612  DESIGNATION -  247 C OF R 1972
 GV5612  PID         -  GV5612
 GV5612  STATE/COUNTY-  VA/C OF RICHMOND
 GV5612  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5612
 GV5612                         *CURRENT SURVEY CONTROL
 GV5612  ___________________________________________________________________
 GV5612* NAD 83(1993)-  37 28 54.76890(N)    077 29 48.68881(W)     ADJUSTED  
 GV5612* NAVD 88     -        61.41   (+/-2cm)     201.5    (feet)  VERTCON   
 GV5612  ___________________________________________________________________
 GV5612  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GV5612  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5612
 GV5612  HORZ ORDER  -  SECOND
 GV5612  VERT ORDER  -  THIRD ? (See Below)
 GV5612
 GV5612.The horizontal coordinates were established by classical geodetic methods
 GV5612.and adjusted by the National Geodetic Survey in September 1995..
 GV5612
 GV5612.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5612.The vertical order pertains to the NGVD 29 superseded value.
 GV5612
 GV5612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5612
 GV5612.The geoid height was determined by GEOID03.
 GV5612
 GV5612;                    North         East     Units Scale Factor Converg.
 GV5612;SPC VA S     - 1,127,931.656 3,588,718.369   MT  0.99994739   +0 36 31.8
 GV5612;SPC VA S     - 3,700,555.77 11,773,986.85   sFT  0.99994739   +0 36 31.8
 GV5612;UTM  18      - 4,151,259.315   279,230.919   MT  1.00020039   -1 31 11.9
 GV5612
 GV5612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5612!SPC VA S     -   0.99999554  x   0.99994739  =   0.99994293
 GV5612!UTM  18      -   0.99999554  x   1.00020039  =   1.00019593
 GV5612
 GV5612:                Primary Azimuth Mark                     Grid Az
 GV5612:SPC VA S     -  246 C OF R 1972                          194 09 39.1
 GV5612:UTM  18      -  246 C OF R 1972                          196 17 22.8
 GV5612
 GV5612|---------------------------------------------------------------------|
 GV5612| PID    Reference Object                     Distance      Geod. Az  |
 GV5612|                                                           dddmmss.s |
 GV5612| GV5620 246 C OF R 1972                     APPROX. 0.6 KM 1944610.9 |
 GV5612| GV5627 248 C OF R 1972                     322.737 METERS 28736     |
 GV5612|---------------------------------------------------------------------|
 GV5612
 GV5612                          SUPERSEDED SURVEY CONTROL
 GV5612
 GV5612  NAD 83(1993)-  37 28 54.76886(N)    077 29 48.68874(W) AD(       ) 2
 GV5612  NAD 83(1986)-  37 28 54.77521(N)    077 29 48.70572(W) AD(       ) 2
 GV5612  NAD 27      -  37 28 54.24349(N)    077 29 49.75667(W) AD(       ) 2
 GV5612  NGVD 29 (07/19/86)   61.72   (m)          202.5    (f) LEVELING    3  
 GV5612
 GV5612.Superseded values are not recommended for survey control.
 GV5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5612.See file dsdata.txt to determine how the superseded data were derived.
 GV5612
 GV5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7923151259(NAD 83)
 GV5612_MARKER: Z = SEE DESCRIPTION
 GV5612_SETTING: 0 = UNSPECIFIED SETTING
 GV5612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5612
 GV5612  HISTORY     - Date     Condition        Report By
 GV5612  HISTORY     - 1972     MONUMENTED       VA2060
 GV5612  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5612  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5612  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5612
 GV5612                          STATION DESCRIPTION
 GV5612
 GV5612'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5612'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5612'ON WESTOVER HILLS BLVD., THENCE SOUTH ON BELT BLVD. 1.60 MILES TO
 GV5612'RT.  360, THENCE WEST ON RT. 360 2.05 MILES TO ORCUTT LANE, THENCE
 GV5612'SOUTHEAST ON ORCUTT LANE 0.35 MILE TO POINT NO. 247.
 GV5612'
 GV5612'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5612'CONCRETE MONUMENT WITH BRONZE PLUG IN CEMTER, NO STAMPING ON
 GV5612'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5612'ABOUT 6 INCHES BELOW GROUND.
 GV5612'
 GV5612'19.5 FEET S. S. W. OF C/L OF ORCUTT LANE, 111.5 FEET N. W. OF C/L OF
 GV5612'CLEARFIELD ST., 42.6 FEET S. E. OF VEPCO POLE NO. BB-59, 52.5 FEET
 GV5612'S. W. OF 7-ELEVEN SIGN POST.
 GV5612'
 GV5612'NEAREST TOWN--RICHMOND.
 GV5612
 GV5612                          STATION RECOVERY (1995)
 GV5612
 GV5612'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5612'MARK NOT FOUND.
 GV5612
 GV5612                          STATION RECOVERY (1999)
 GV5612
 GV5612'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5612'MARK NOT FOUND.
 GV5612
 GV5612                          STATION RECOVERY (2003)
 GV5612
 GV5612'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0888 ***********************************************************************
 GV0888  DESIGNATION -  247 USGS
 GV0888  PID         -  GV0888
 GV0888  STATE/COUNTY-  VA/MIDDLESEX
 GV0888  USGS QUAD   -  CHURCH VIEW (1992)
 GV0888
 GV0888                         *CURRENT SURVEY CONTROL
 GV0888  ___________________________________________________________________
 GV0888* NAD 83(1986)-  37 44 36.     (N)    076 43 14.     (W)     SCALED    
 GV0888* NAVD 88     -        37.273  (meters)     122.29   (feet)  ADJUSTED  
 GV0888  ___________________________________________________________________
 GV0888  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 GV0888  DYNAMIC HT  -          37.248 (meters)     122.20  (feet)  COMP
 GV0888  MODELED GRAV-     979,958.3   (mgal)                       NAVD 88
 GV0888  OBS GRAVITY -     979,956.2   (mgal)                       GRAV_OBS
 GV0888
 GV0888  VERT ORDER  -  FIRST     CLASS I
 GV0888
 GV0888.The horizontal coordinates were scaled from a topographic map and have
 GV0888.an estimated accuracy of +/- 6 seconds.
 GV0888
 GV0888.The orthometric height was determined by differential leveling
 GV0888.and adjusted by the National Geodetic Survey in June 1991..
 GV0888
 GV0888.The geoid height was determined by GEOID03.
 GV0888
 GV0888.The dynamic height is computed by dividing the NAVD 88
 GV0888.geopotential number by the normal gravity value computed on the
 GV0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0888.degrees latitude (g = 980.6199 gals.).
 GV0888
 GV0888.The modeled gravity was interpolated from observed gravity values.
 GV0888.The observed gravity was obtained from relative gravimeter ties
 GV0888.to the IGSN71 gravity network.
 GV0888
 GV0888;                    North         East    Units  Estimated Accuracy
 GV0888;SPC VA S     - 1,157,960.    3,656,820.      MT  (+/- 180 meters Scaled)
 GV0888
 GV0888                          SUPERSEDED SURVEY CONTROL
 GV0888
 GV0888  NGVD 29 (??/??/??)   37.514  (m)          123.08   (f) ADJUSTED    1 1
 GV0888
 GV0888.Superseded values are not recommended for survey control.
 GV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0888.See file dsdata.txt to determine how the superseded data were derived.
 GV0888
 GV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG484787(NAD 83)
 GV0888_MARKER: DD = SURVEY DISK
 GV0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0888_STAMPING: 123 247 MLS 1967
 GV0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0888+STABILITY: SURFACE MOTION
 GV0888
 GV0888  HISTORY     - Date     Condition        Report By
 GV0888  HISTORY     - 1967     MONUMENTED       USGS
 GV0888  HISTORY     - 1971     GOOD             NGS
 GV0888  HISTORY     - 1978     GOOD             DMA
 GV0888  HISTORY     - 19980215 POOR             USPSQD
 GV0888  HISTORY     - 20030322 POOR             USPSQD
 GV0888  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 GV0888
 GV0888                          STATION DESCRIPTION
 GV0888
 GV0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0888'5.6 MI SE FROM CENTER CROSS.
 GV0888'ABOUT 5.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0888'OFFICE AT CENTER CROSS, AT THE JUNCTION OF STATE HIGHWAY 606,
 GV0888'ABOUT 0.1 MILE EAST OF THE GLEBE LANDING CHURCH, 52 FEET EAST
 GV0888'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF POWER LINE
 GV0888'POLE NO. H 1811, 0.7 FOOT WEST OF A METAL WITNESS POST, 3 FEET
 GV0888'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GV0888'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0888
 GV0888                          STATION RECOVERY (1978)
 GV0888
 GV0888'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0888'NO WITNESS POST.
 GV0888
 GV0888                          STATION RECOVERY (1998)
 GV0888
 GV0888'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0888'MARK RECOVERED IN POOR CONDITION.
 GV0888
 GV0888                          STATION RECOVERY (2003)
 GV0888
 GV0888'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0888'MONUMENT IS IN PLACE BUT THE DISK IS GONE. NEW POLE NUMBER IS QG66
 GV0888
 GV0888                          STATION RECOVERY (2006)
 GV0888
 GV0888'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0888'MOUMENT FOUND DISC MISSING, POLE IS QK66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5627 ***********************************************************************
 GV5627  DESIGNATION -  248 C OF R 1972
 GV5627  PID         -  GV5627
 GV5627  STATE/COUNTY-  VA/C OF RICHMOND
 GV5627  USGS QUAD   -  CHESTERFIELD (1994)
 GV5627
 GV5627                         *CURRENT SURVEY CONTROL
 GV5627  ___________________________________________________________________
 GV5627* NAD 83(1993)-  37 28 57.93312(N)    077 30 01.21063(W)     ADJUSTED  
 GV5627* NAVD 88     -        62.59   (+/-2cm)     205.3    (feet)  VERTCON   
 GV5627  ___________________________________________________________________
 GV5627  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GV5627  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5627
 GV5627  HORZ ORDER  -  SECOND
 GV5627  VERT ORDER  -  THIRD ? (See Below)
 GV5627
 GV5627.The horizontal coordinates were established by classical geodetic methods
 GV5627.and adjusted by the National Geodetic Survey in September 1995..
 GV5627
 GV5627.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5627.The vertical order pertains to the NGVD 29 superseded value.
 GV5627
 GV5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5627
 GV5627.The geoid height was determined by GEOID03.
 GV5627
 GV5627;                    North         East     Units Scale Factor Converg.
 GV5627;SPC VA S     - 1,128,025.934 3,588,409.726   MT  0.99994742   +0 36 24.2
 GV5627;SPC VA S     - 3,700,865.09 11,772,974.24   sFT  0.99994742   +0 36 24.2
 GV5627;UTM  18      - 4,151,365.020   278,925.914   MT  1.00020205   -1 31 19.7
 GV5627
 GV5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5627!SPC VA S     -   0.99999536  x   0.99994742  =   0.99994278
 GV5627!UTM  18      -   0.99999536  x   1.00020205  =   1.00019741
 GV5627
 GV5627|---------------------------------------------------------------------|
 GV5627| PID    Reference Object                     Distance      Geod. Az  |
 GV5627|                                                           dddmmss.s |
 GV5627| GV5613 97 C OF R 1972                      349.776 METERS 05534     |
 GV5627| GV5612 247 C OF R 1972                     322.737 METERS 10736     |
 GV5627|---------------------------------------------------------------------|
 GV5627
 GV5627                          SUPERSEDED SURVEY CONTROL
 GV5627
 GV5627  NAD 83(1993)-  37 28 57.93307(N)    077 30 01.21056(W) AD(       ) 2
 GV5627  NAD 83(1986)-  37 28 57.93937(N)    077 30 01.22753(W) AD(       ) 2
 GV5627  NAD 27      -  37 28 57.40762(N)    077 30 02.27814(W) AD(       ) 2
 GV5627  NGVD 29 (07/19/86)   62.90   (m)          206.4    (f) LEVELING    3  
 GV5627
 GV5627.Superseded values are not recommended for survey control.
 GV5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5627.See file dsdata.txt to determine how the superseded data were derived.
 GV5627
 GV5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7892651365(NAD 83)
 GV5627_MARKER: Z = SEE DESCRIPTION
 GV5627_SETTING: 0 = UNSPECIFIED SETTING
 GV5627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5627+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV5627
 GV5627  HISTORY     - Date     Condition        Report By
 GV5627  HISTORY     - 1972     MONUMENTED       VA2060
 GV5627  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5627  HISTORY     - 19991023 GOOD             USPSQD
 GV5627  HISTORY     - 20031120 GOOD             USPSQD
 GV5627  HISTORY     - 20051205 GOOD             USPSQD
 GV5627
 GV5627                          STATION DESCRIPTION
 GV5627
 GV5627'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5627'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5627'ON WESTOVER HILLS BLVD., THENCE SOUTH ON BELT BLVD. 1.60 MILES TO
 GV5627'RT. 360, THENCE WEST ON RT. 360 2.05 MILES TO ORCUTT LANE, THENCE
 GV5627'SOUTHEAST ON ORCUTT LANE 0.15 MILE TO KIMROD RD. AND POINT NO.
 GV5627'248.
 GV5627'
 GV5627'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5627'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5627'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5627'ABOUT 6 INCHES BELOW GROUND.
 GV5627'
 GV5627'27.2 FEET S. W. OF C/L OF ORCUTT LANE, 28.8 FEET S. OF CENTER OF
 GV5627'SEWER MANHOLE, 36.0 FEET W. OF VEPCO POLE NO. YC36, 59.3 FEET N. OF
 GV5627'12 INCH GUM TREE.
 GV5627'
 GV5627'NEAREST TOWN--RICHMOND.
 GV5627
 GV5627                          STATION RECOVERY (1995)
 GV5627
 GV5627'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5627'MARK NOT FOUND.
 GV5627
 GV5627                          STATION RECOVERY (1999)
 GV5627
 GV5627'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5627'RECOVERED IN GOOD CONDITION.
 GV5627
 GV5627                          STATION RECOVERY (2003)
 GV5627
 GV5627'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5627'MARK IS 185FT WEST OF CENTER LINE OF KIMR0D ROAD
 GV5627
 GV5627                          STATION RECOVERY (2005)
 GV5627
 GV5627'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV5627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0886 ***********************************************************************
 GV0886  DESIGNATION -  248 USGS
 GV0886  PID         -  GV0886
 GV0886  STATE/COUNTY-  VA/MIDDLESEX
 GV0886  USGS QUAD   -  CHURCH VIEW (1992)
 GV0886
 GV0886                         *CURRENT SURVEY CONTROL
 GV0886  ___________________________________________________________________
 GV0886* NAD 83(1986)-  37 43 28.     (N)    076 43 10.     (W)     SCALED    
 GV0886* NAVD 88     -        34.843  (meters)     114.31   (feet)  ADJUSTED  
 GV0886  ___________________________________________________________________
 GV0886  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 GV0886  DYNAMIC HT  -          34.819 (meters)     114.24  (feet)  COMP
 GV0886  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 GV0886
 GV0886  VERT ORDER  -  FIRST     CLASS I
 GV0886
 GV0886.The horizontal coordinates were scaled from a topographic map and have
 GV0886.an estimated accuracy of +/- 6 seconds.
 GV0886
 GV0886.The orthometric height was determined by differential leveling
 GV0886.and adjusted by the National Geodetic Survey in June 1991..
 GV0886
 GV0886.The geoid height was determined by GEOID03.
 GV0886
 GV0886.The dynamic height is computed by dividing the NAVD 88
 GV0886.geopotential number by the normal gravity value computed on the
 GV0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0886.degrees latitude (g = 980.6199 gals.).
 GV0886
 GV0886.The modeled gravity was interpolated from observed gravity values.
 GV0886
 GV0886;                    North         East    Units  Estimated Accuracy
 GV0886;SPC VA S     - 1,155,860.    3,656,960.      MT  (+/- 180 meters Scaled)
 GV0886
 GV0886                          SUPERSEDED SURVEY CONTROL
 GV0886
 GV0886  NGVD 29 (??/??/??)   35.084  (m)          115.10   (f) ADJUSTED    1 1
 GV0886
 GV0886.Superseded values are not recommended for survey control.
 GV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0886.See file dsdata.txt to determine how the superseded data were derived.
 GV0886
 GV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG484766(NAD 83)
 GV0886_MARKER: DD = SURVEY DISK
 GV0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0886_STAMPING: 115 248 MLS 1967
 GV0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0886+STABILITY: SURFACE MOTION
 GV0886
 GV0886  HISTORY     - Date     Condition        Report By
 GV0886  HISTORY     - 1967     MONUMENTED       USGS
 GV0886  HISTORY     - 1971     GOOD             NGS
 GV0886  HISTORY     - 1978     POOR             DMA
 GV0886  HISTORY     - 19980215 MARK NOT FOUND   USPSQD
 GV0886  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0886
 GV0886                          STATION DESCRIPTION
 GV0886
 GV0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0886'7 MI SE FROM CENTER CROSS.
 GV0886'ABOUT 7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0886'OFFICE AT CENTER CROSS, AT THE JUNCTION OF STATE HIGHWAY 606,
 GV0886'47 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 17, 1.1 FEET
 GV0886'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 GV0886'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 GV0886'THE LEVEL OF THE GROUND.  NOTE-- MARK IS ABOUT 1/2 MILE NORTHWEST
 GV0886'OF THE UNION SHILOH BAPTIST CHURCH.
 GV0886
 GV0886                          STATION RECOVERY (1978)
 GV0886
 GV0886'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0886'MONUMENT IS TILTED AT AN ANGLE.
 GV0886
 GV0886                          STATION RECOVERY (1998)
 GV0886
 GV0886'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0886'MARK NOT FOUND.
 GV0886
 GV0886                          STATION RECOVERY (2003)
 GV0886
 GV0886'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1420 ***********************************************************************
 FX1420  DESIGNATION -  249
 FX1420  PID         -  FX1420
 FX1420  STATE/COUNTY-  VA/DINWIDDIE
 FX1420  USGS QUAD   -  CHERRY HILL (1981)
 FX1420
 FX1420                         *CURRENT SURVEY CONTROL
 FX1420  ___________________________________________________________________
 FX1420* NAD 83(1986)-  36 58 57.     (N)    077 34 35.     (W)     SCALED    
 FX1420* NAVD 88     -        75.245  (meters)     246.87   (feet)  POSTED    
 FX1420  ___________________________________________________________________
 FX1420  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 FX1420  DYNAMIC HT  -          75.190 (meters)     246.69  (feet)  COMP
 FX1420  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 FX1420
 FX1420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1420
 FX1420.The horizontal coordinates were scaled from a topographic map and have
 FX1420.an estimated accuracy of +/- 6 seconds.
 FX1420
 FX1420.The orthometric height was determined by differential leveling
 FX1420.and adjusted by the National Geodetic Survey in 1992..
 FX1420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1420.rate of 0.0 thru 1.0 mm/km.
 FX1420
 FX1420.The geoid height was determined by GEOID03.
 FX1420
 FX1420.The dynamic height is computed by dividing the NAVD 88
 FX1420.geopotential number by the normal gravity value computed on the
 FX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1420.degrees latitude (g = 980.6199 gals.).
 FX1420
 FX1420.The modeled gravity was interpolated from observed gravity values.
 FX1420
 FX1420;                    North         East    Units  Estimated Accuracy
 FX1420;SPC VA S     - 1,072,440.    3,582,230.      MT  (+/- 180 meters Scaled)
 FX1420
 FX1420                          SUPERSEDED SURVEY CONTROL
 FX1420
 FX1420  NGVD 29 (??/??/92)   75.577  (m)          247.96   (f) ADJ UNCH    2 0
 FX1420
 FX1420.Superseded values are not recommended for survey control.
 FX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1420.See file dsdata.txt to determine how the superseded data were derived.
 FX1420
 FX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF706960(NAD 83)
 FX1420_MARKER: DD = SURVEY DISK
 FX1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1420_SP_SET: CULVERT
 FX1420_STAMPING: 249 1918
 FX1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1420
 FX1420  HISTORY     - Date     Condition        Report By
 FX1420  HISTORY     - 1918     MONUMENTED       USGS
 FX1420  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1420  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1420  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1420
 FX1420                          STATION DESCRIPTION
 FX1420
 FX1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1420'7.5 MI S FROM DINWIDDIE.
 FX1420'7.3 MILES SOUTH ALONG STATE SECONDARY ROADS 626, 660 AND 619
 FX1420'FROM DINWIDDIE, DINWIDDIE COUNTY, 0.1 MILE NORTHEAST ALONG STATE
 FX1420'SECONDARY ROAD 609, 0.1 MILE NORTHEAST OF WHARFS STORE, AT A
 FX1420'12-INCH CAST-IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 FX1420'SOUTHEAST HEADWALL, AND 9 FEET SOUTHEAST OF THE CENTERLINE OF
 FX1420'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FX1420'STAMPED 249 1918.  NOTE-- THE LEVEL PARTY OF 1942 REPORTED THAT
 FX1420'THIS BENCH MARK WAS BADLY BATTERED, BUT THAT ITS ELEVATION HAD
 FX1420'PROBABLY NOT CHANGED APPRECIABLY SINCE ITS ORIGINAL ESTABLISHMENT.
 FX1420
 FX1420                          STATION RECOVERY (1995)
 FX1420
 FX1420'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1420'MARK NOT FOUND.
 FX1420
 FX1420                          STATION RECOVERY (2001)
 FX1420
 FX1420'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5759 ***********************************************************************
 GV5759  DESIGNATION -  249 C OF R 1973
 GV5759  PID         -  GV5759
 GV5759  STATE/COUNTY-  VA/CHESTERFIELD
 GV5759  USGS QUAD   -  BON AIR (1994)
 GV5759
 GV5759                         *CURRENT SURVEY CONTROL
 GV5759  ___________________________________________________________________
 GV5759* NAD 83(1993)-  37 31 36.89702(N)    077 31 43.06192(W)     ADJUSTED  
 GV5759* NAVD 88     -        48.57   (+/-2cm)     159.4    (feet)  VERTCON   
 GV5759  ___________________________________________________________________
 GV5759  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV5759  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV5759
 GV5759  HORZ ORDER  -  SECOND
 GV5759  VERT ORDER  -  THIRD ? (See Below)
 GV5759
 GV5759.The horizontal coordinates were established by classical geodetic methods
 GV5759.and adjusted by the National Geodetic Survey in November 1994..
 GV5759
 GV5759.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5759.The vertical order pertains to the NGVD 29 superseded value.
 GV5759
 GV5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5759
 GV5759.The geoid height was determined by GEOID03.
 GV5759
 GV5759;                    North         East     Units Scale Factor Converg.
 GV5759;SPC VA S     - 1,132,900.119 3,585,857.261   MT  0.99994926   +0 35 22.4
 GV5759;SPC VA S     - 3,716,856.47 11,764,600.03   sFT  0.99994926   +0 35 22.4
 GV5759;UTM  18      - 4,156,331.982   276,555.723   MT  1.00021503   -1 32 27.3
 GV5759
 GV5759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5759!SPC VA S     -   0.99999754  x   0.99994926  =   0.99994680
 GV5759!UTM  18      -   0.99999754  x   1.00021503  =   1.00021257
 GV5759
 GV5759:                Primary Azimuth Mark                     Grid Az
 GV5759:SPC VA S     -  135 C OF R 1972                          177 49 53.6
 GV5759:UTM  18      -  135 C OF R 1972                          179 57 43.3
 GV5759
 GV5759|---------------------------------------------------------------------|
 GV5759| PID    Reference Object                     Distance      Geod. Az  |
 GV5759|                                                           dddmmss.s |
 GV5759| GV5758 135 C OF R 1972                     APPROX. 1.2 KM 1782516.0 |
 GV5759|---------------------------------------------------------------------|
 GV5759
 GV5759                          SUPERSEDED SURVEY CONTROL
 GV5759
 GV5759  NAD 83(1986)-  37 31 36.90321(N)    077 31 43.07872(W) AD(       ) 2
 GV5759  NAD 27      -  37 31 36.37300(N)    077 31 44.12902(W) AD(       ) 2
 GV5759  NGVD 29 (07/19/86)   48.88   (m)          160.4    (f) LEVELING    3  
 GV5759
 GV5759.Superseded values are not recommended for survey control.
 GV5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5759.See file dsdata.txt to determine how the superseded data were derived.
 GV5759
 GV5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7655656332(NAD 83)
 GV5759_MARKER: Z = SEE DESCRIPTION
 GV5759_SETTING: 0 = UNSPECIFIED SETTING
 GV5759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5759
 GV5759  HISTORY     - Date     Condition        Report By
 GV5759  HISTORY     - 1973     MONUMENTED       VA2060
 GV5759  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV5759  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV5759  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV5759
 GV5759                          STATION DESCRIPTION
 GV5759
 GV5759'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5759'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5759'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5759'AVE., THENCE EAST ON FOREST HILL AVE.  1.85 MILES TO CHIPPENHAM
 GV5759'PARKWAY, THENCE SOUTH ON CHIPPENHAM PARKWAY 0.75 MILE TO POINT NO.
 GV5759'249.
 GV5759'
 GV5759'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5759'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5759'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5759'ABOUT 8 INCHES BELOW GROUND.
 GV5759'
 GV5759'23.5 FEET E. OF C/L OF SOUTH BOUND LANE OF CHIPPENHAM PARKWAY.  40.5
 GV5759'FEET W. OF C/L OF NORTH BOUND LANE OF CHIPPENHAM PARKWAY.  232.3
 GV5759'FEET N. OF N. END OF CONCRETE BRIDGE SUPPORT.  43.7 FEET N. N. W.
 GV5759'OF N. END OF GUARDRAIL IN MEDIAN OF CHIPPENHAM PARKWAY.
 GV5759'
 GV5759'NEAREST TOWN--RICHMOND.
 GV5759
 GV5759                          STATION RECOVERY (1994)
 GV5759
 GV5759'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5759'MARK NOT FOUND.
 GV5759
 GV5759                          STATION RECOVERY (2000)
 GV5759
 GV5759'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5759'MARK NOT FOUND.
 GV5759
 GV5759                          STATION RECOVERY (2004)
 GV5759
 GV5759'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0884 ***********************************************************************
 GV0884  DESIGNATION -  249 USGS
 GV0884  PID         -  GV0884
 GV0884  STATE/COUNTY-  VA/MIDDLESEX
 GV0884  USGS QUAD   -  CHURCH VIEW (1992)
 GV0884
 GV0884                         *CURRENT SURVEY CONTROL
 GV0884  ___________________________________________________________________
 GV0884* NAD 83(1986)-  37 43 08.     (N)    076 42 11.     (W)     SCALED    
 GV0884* NAVD 88     -        32.719  (meters)     107.35   (feet)  ADJUSTED  
 GV0884  ___________________________________________________________________
 GV0884  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 GV0884  DYNAMIC HT  -          32.697 (meters)     107.27  (feet)  COMP
 GV0884  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 GV0884  OBS GRAVITY -     979,954.5   (mgal)                       GRAV_OBS
 GV0884
 GV0884  VERT ORDER  -  FIRST     CLASS I
 GV0884
 GV0884.The horizontal coordinates were scaled from a topographic map and have
 GV0884.an estimated accuracy of +/- 6 seconds.
 GV0884
 GV0884.The orthometric height was determined by differential leveling
 GV0884.and adjusted by the National Geodetic Survey in June 1991..
 GV0884
 GV0884.The geoid height was determined by GEOID03.
 GV0884
 GV0884.The dynamic height is computed by dividing the NAVD 88
 GV0884.geopotential number by the normal gravity value computed on the
 GV0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0884.degrees latitude (g = 980.6199 gals.).
 GV0884
 GV0884.The modeled gravity was interpolated from observed gravity values.
 GV0884.The observed gravity was obtained from relative gravimeter ties
 GV0884.to the IGSN71 gravity network.
 GV0884
 GV0884;                    North         East    Units  Estimated Accuracy
 GV0884;SPC VA S     - 1,155,270.    3,658,420.      MT  (+/- 180 meters Scaled)
 GV0884
 GV0884                          SUPERSEDED SURVEY CONTROL
 GV0884
 GV0884  NGVD 29 (??/??/??)   32.961  (m)          108.14   (f) ADJUSTED    1 1
 GV0884
 GV0884.Superseded values are not recommended for survey control.
 GV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0884.See file dsdata.txt to determine how the superseded data were derived.
 GV0884
 GV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG499759(NAD 83)
 GV0884_MARKER: DD = SURVEY DISK
 GV0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0884_STAMPING: 108 249 MLS 1967
 GV0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0884+STABILITY: SURFACE MOTION
 GV0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0884+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV0884
 GV0884  HISTORY     - Date     Condition        Report By
 GV0884  HISTORY     - 1967     MONUMENTED       USGS
 GV0884  HISTORY     - 1971     GOOD             NGS
 GV0884  HISTORY     - 1978     GOOD             DMA
 GV0884  HISTORY     - 19980215 POOR             USPSQD
 GV0884  HISTORY     - 20030322 GOOD             USPSQD
 GV0884  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 GV0884
 GV0884                          STATION DESCRIPTION
 GV0884
 GV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0884'8 MI SE FROM CENTER CROSS.
 GV0884'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0884'OFFICE AT CENTER CROSS, ALSO ABOUT 10.15 MILES NORTHWEST OF THE
 GV0884'COURTHOUSE AT SALUDA, AT THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 GV0884'HIGHWAY 647, 52 FEET NORTHEAST OF THE CENTER LINE OF THE U.S.
 GV0884'HIGHWAY 46 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE OF STATE
 GV0884'HIGHWAY 647, 71 FEET SOUTHEAST OF POWER LINE POLE NO. 64590, 1 FOOT
 GV0884'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 GV0884'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 GV0884'LEVEL OF THE GROUND.
 GV0884
 GV0884                          STATION RECOVERY (1978)
 GV0884
 GV0884'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0884'NO WITNESS POST AND THERE IS NOT A HIGHWAY 647 ANY MORE AT THAT
 GV0884'LOCATION.
 GV0884
 GV0884                          STATION RECOVERY (1998)
 GV0884
 GV0884'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0884'MARK RECOVERED IN POOR CONDITION.
 GV0884
 GV0884                          STATION RECOVERY (2003)
 GV0884
 GV0884'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0884'ROUTE 647 HAS BEEN ABANDONED BUT STILL OBVIOUS.
 GV0884
 GV0884                          STATION RECOVERY (2006)
 GV0884
 GV0884'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0884'MOUMENT FOUND DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6979 ***********************************************************************
 HV6979  DESIGNATION -  25 BUREAU OF ORDNANCE 1939
 HV6979  PID         -  HV6979
 HV6979  STATE/COUNTY-  VA/WESTMORELAND
 HV6979  USGS QUAD   -  STRATFORD HALL (1973)
 HV6979
 HV6979                         *CURRENT SURVEY CONTROL
 HV6979  ___________________________________________________________________
 HV6979* NAD 83(1993)-  38 10 14.83035(N)    076 51 49.01958(W)     ADJUSTED  
 HV6979* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 HV6979  ___________________________________________________________________
 HV6979  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV6979  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HV6979
 HV6979  HORZ ORDER  -  THIRD
 HV6979
 HV6979.The horizontal coordinates were established by classical geodetic methods
 HV6979.and adjusted by the National Geodetic Survey in November 1994..
 HV6979
 HV6979.The orthometric height was scaled from a topographic map.
 HV6979
 HV6979.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6979
 HV6979.The geoid height was determined by GEOID03.
 HV6979
 HV6979;                    North         East     Units Scale Factor Converg.
 HV6979;SPC VA N     - 2,057,234.072 3,643,382.958   MT  0.99997859   +1 01 16.7
 HV6979;SPC VA N     - 6,749,442.12 11,953,332.25   sFT  0.99997859   +1 01 16.7
 HV6979;SPC VA S     - 1,205,165.705 3,643,392.697   MT  1.00004363   +0 59 35.4
 HV6979;SPC VA S     - 3,953,947.82 11,953,364.21   sFT  1.00004363   +0 59 35.4
 HV6979;UTM  18      - 4,226,405.461   336,752.766   MT  0.99992822   -1 09 07.1
 HV6979
 HV6979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6979!SPC VA N     -   0.99999810  x   0.99997859  =   0.99997669
 HV6979!SPC VA S     -   0.99999810  x   1.00004363  =   1.00004173
 HV6979!UTM  18      -   0.99999810  x   0.99992822  =   0.99992632
 HV6979
 HV6979:                Primary Azimuth Mark                     Grid Az
 HV6979:SPC VA N     -  EARL                                     303 53 39.4
 HV6979:SPC VA S     -  EARL                                     303 55 20.7
 HV6979:UTM  18      -  EARL                                     306 04 03.2
 HV6979
 HV6979|---------------------------------------------------------------------|
 HV6979| PID    Reference Object                     Distance      Geod. Az  |
 HV6979|                                                           dddmmss.s |
 HV6979| HV7010 EARL                                APPROX. 4.8 KM 3045456.1 |
 HV6979|---------------------------------------------------------------------|
 HV6979
 HV6979                          SUPERSEDED SURVEY CONTROL
 HV6979
 HV6979  NAD 83(1993)-  38 10 14.82890(N)    076 51 49.02669(W) AD(       ) 3
 HV6979  NAD 83(1986)-  38 10 14.83037(N)    076 51 49.03586(W) AD(       ) 3
 HV6979  NAD 27      -  38 10 14.36100(N)    076 51 50.14400(W) AD(       ) 3
 HV6979
 HV6979.Superseded values are not recommended for survey control.
 HV6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6979.See file dsdata.txt to determine how the superseded data were derived.
 HV6979
 HV6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3675326405(NAD 83)
 HV6979
 HV6979  HISTORY     - Date     Condition        Report By
 HV6979  HISTORY     - 1939     MONUMENTED       CGS
 HV6979  HISTORY     - 1960     GOOD             CGS
 HV6979  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6979  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6979
 HV6979                          STATION DESCRIPTION
 HV6979
 HV6979'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6979'STATION NOT RECOVERED.  THERE IS NO PUBLISHED DESCRIPTION OF THIS
 HV6979'STATION.
 HV6979
 HV6979                          STATION RECOVERY (1998)
 HV6979
 HV6979'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6979'MARK NOT FOUND.
 HV6979
 HV6979                          STATION RECOVERY (2003)
 HV6979
 HV6979'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5574 ***********************************************************************
 GV5574  DESIGNATION -  25 C OF R 1972
 GV5574  PID         -  GV5574
 GV5574  STATE/COUNTY-  VA/C OF RICHMOND
 GV5574  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5574
 GV5574                         *CURRENT SURVEY CONTROL
 GV5574  ___________________________________________________________________
 GV5574* NAD 83(1993)-  37 29 34.82693(N)    077 28 19.85605(W)     ADJUSTED  
 GV5574* NAVD 88     -        55.14   (+/-2cm)     180.9    (feet)  VERTCON   
 GV5574  ___________________________________________________________________
 GV5574  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 GV5574  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5574
 GV5574  HORZ ORDER  -  SECOND
 GV5574  VERT ORDER  -  THIRD ? (See Below)
 GV5574
 GV5574.The horizontal coordinates were established by classical geodetic methods
 GV5574.and adjusted by the National Geodetic Survey in September 1995..
 GV5574
 GV5574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5574.The vertical order pertains to the NGVD 29 superseded value.
 GV5574
 GV5574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5574
 GV5574.The geoid height was determined by GEOID03.
 GV5574
 GV5574;                    North         East     Units Scale Factor Converg.
 GV5574;SPC VA S     - 1,129,189.969 3,590,887.176   MT  0.99994779   +0 37 25.7
 GV5574;SPC VA S     - 3,704,684.09 11,781,102.34   sFT  0.99994779   +0 37 25.7
 GV5574;UTM  18      - 4,152,436.481   281,445.520   MT  1.00018841   -1 30 19.2
 GV5574
 GV5574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5574!SPC VA S     -   0.99999653  x   0.99994779  =   0.99994432
 GV5574!UTM  18      -   0.99999653  x   1.00018841  =   1.00018494
 GV5574
 GV5574|---------------------------------------------------------------------|
 GV5574| PID    Reference Object                     Distance      Geod. Az  |
 GV5574|                                                           dddmmss.s |
 GV5574| GV5571 105 C OF R 1972                     174.707 METERS 08656     |
 GV5574| GV5578 24 C OF R 1972                      APPROX. 0.9 KM 3215914.5 |
 GV5574|---------------------------------------------------------------------|
 GV5574
 GV5574                          SUPERSEDED SURVEY CONTROL
 GV5574
 GV5574  NAD 83(1993)-  37 29 34.82690(N)    077 28 19.85604(W) AD(       ) 2
 GV5574  NAD 83(1986)-  37 29 34.83332(N)    077 28 19.87297(W) AD(       ) 2
 GV5574  NAD 27      -  37 29 34.30309(N)    077 28 20.92765(W) AD(       ) 2
 GV5574  NGVD 29 (07/19/86)   55.45   (m)          181.9    (f) LEVELING    3  
 GV5574
 GV5574.Superseded values are not recommended for survey control.
 GV5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5574.See file dsdata.txt to determine how the superseded data were derived.
 GV5574
 GV5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8144652436(NAD 83)
 GV5574_MARKER: I = METAL ROD
 GV5574_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5574_SP_SET: OBJECT IMBEDDED IN GROUND
 GV5574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5574
 GV5574  HISTORY     - Date     Condition        Report By
 GV5574  HISTORY     - 1972     MONUMENTED       VA2060
 GV5574  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5574  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5574  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5574  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5574
 GV5574                          STATION DESCRIPTION
 GV5574
 GV5574'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5574'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5574'SOUTH ON BELT BLVD. 1.90 MILES TO BROAD ROCK RD., THENCE WEST ON
 GV5574'BROAD ROCK RD. 0.45 MILE TO RAILROAD TRACKS, APPROXIMATELY 460 FEET
 GV5574'NORTH ALONG RAILROAD TRACKS TO POINT NO. 25.
 GV5574'
 GV5574'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5574'
 GV5574'10.5 FEET N. E. OF CENTER OF R. R. TRACKS, 89.2 FEET S. E. OF LEG
 GV5574'OF VEPCO TOWER, 93.8 FEET S. OF LEG OF VEPCO TOWER.
 GV5574'
 GV5574'NEAREST TOWN--RICHMOND.
 GV5574
 GV5574                          STATION RECOVERY (1995)
 GV5574
 GV5574'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5574'MARK NOT FOUND.
 GV5574
 GV5574                          STATION RECOVERY (1999)
 GV5574
 GV5574'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5574'MARK NOT FOUND.
 GV5574
 GV5574                          STATION RECOVERY (2003)
 GV5574
 GV5574'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5574'MARK NOT FOUND.
 GV5574
 GV5574                          STATION RECOVERY (2005)
 GV5574
 GV5574'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6989 ***********************************************************************
 HV6989  DESIGNATION -  25 KB 1954
 HV6989  PID         -  HV6989
 HV6989  STATE/COUNTY-  VA/WESTMORELAND
 HV6989  USGS QUAD   -  STRATFORD HALL (1973)
 HV6989
 HV6989                         *CURRENT SURVEY CONTROL
 HV6989  ___________________________________________________________________
 HV6989* NAD 83(1993)-  38 10 14.85317(N)    076 51 49.57952(W)     ADJUSTED  
 HV6989* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 HV6989  ___________________________________________________________________
 HV6989  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV6989  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HV6989
 HV6989  HORZ ORDER  -  SECOND
 HV6989
 HV6989.The horizontal coordinates were established by classical geodetic methods
 HV6989.and adjusted by the National Geodetic Survey in November 1994..
 HV6989
 HV6989.The orthometric height was scaled from a topographic map.
 HV6989
 HV6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6989
 HV6989.The geoid height was determined by GEOID03.
 HV6989
 HV6989;                    North         East     Units Scale Factor Converg.
 HV6989;SPC VA N     - 2,057,234.533 3,643,369.318   MT  0.99997859   +1 01 16.3
 HV6989;SPC VA N     - 6,749,443.63 11,953,287.50   sFT  0.99997859   +1 01 16.3
 HV6989;SPC MD       -    55,969.441   411,937.723   MT  1.00002499   +0 05 07.8
 HV6989;SPC MD       -   183,626.41  1,351,499.01   sFT  1.00002499   +0 05 07.8
 HV6989;UTM  18      - 4,226,406.439   336,739.154   MT  0.99992827   -1 09 07.5
 HV6989
 HV6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6989!SPC VA N     -   0.99999810  x   0.99997859  =   0.99997669
 HV6989!SPC MD       -   0.99999810  x   1.00002499  =   1.00002309
 HV6989!UTM  18      -   0.99999810  x   0.99992827  =   0.99992637
 HV6989
 HV6989                          SUPERSEDED SURVEY CONTROL
 HV6989
 HV6989  NAD 83(1993)-  38 10 14.85234(N)    076 51 49.58566(W) AD(       ) 2
 HV6989  NAD 83(1986)-  38 10 14.85362(N)    076 51 49.59529(W) AD(       ) 2
 HV6989  NAD 27      -  38 10 14.38600(N)    076 51 50.71200(W) AD(       ) 2
 HV6989
 HV6989.Superseded values are not recommended for survey control.
 HV6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6989.See file dsdata.txt to determine how the superseded data were derived.
 HV6989
 HV6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3673926406(NAD 83)
 HV6989_MARKER: DS = TRIANGULATION STATION DISK
 HV6989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6989+STABILITY: SURFACE MOTION
 HV6989
 HV6989  HISTORY     - Date     Condition        Report By
 HV6989  HISTORY     - 1954     MONUMENTED       CGS
 HV6989  HISTORY     - 1960     GOOD             CGS
 HV6989  HISTORY     - 1961     GOOD             CGS
 HV6989  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6989  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6989
 HV6989                          STATION DESCRIPTION
 HV6989
 HV6989'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6989'THE STATION IS LOCATED IN THE WESTMORELAND STATE PARK AND IS ON
 HV6989'THE SOUTH BANK OF THE POTOMAC RIVER.  IT IS 18 FEET SOUTH OF THE
 HV6989'SHORE-LINE OF THE POTOMAC RIVER AND 13 FEET EAST OF THE EAST
 HV6989'CORNER OF RANGE BUILDING NO 25.  THE MARK IS OF CONCRETE, 24
 HV6989'INCHES IN DIAMETER AND IS SET FLUSH WITH THE SURFACE.  IT IS A
 HV6989'BRONZE DISK 1-1/2 INCHES IN DIAMETER, SET IN THE CENTER OF THE
 HV6989'MARK AND THE DISK IS STAMPED 25 KB 4-25-52.
 HV6989'
 HV6989'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAMERON
 HV6989'AND THE DISTANCE IS 46.36 FEET 14.131 METERS.
 HV6989'
 HV6989'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY
 HV6989'3, *TURN LEFT ON STATE HIGHWAY 3 FOR 10.05 MILES TO THE JUNCTION
 HV6989'OF STATE HIGHWAY 3 AND 205, CONTINUE ON STATE HIGHWAY 3 FOR 3.65
 HV6989'MILES TO THE JUNCTION OF STATE HIGHWAY 3 AND 204, CONTINUE ON
 HV6989'STATE HIGHWAY 3 FOR 4.85 MILES TO A SIGN ON THE RIGHT WESTMORELAND
 HV6989'STATE PARK AND STATE HIGHWAY 347, TURN LEFT ON STATE HIGHWAY 347
 HV6989'FOR 2.0 MILES TO A SIGN TAVERN ON THE RIGHT, TURN RIGHT FOR 0.15
 HV6989'MILE TO A TRACK-ROAD ON THE LEFT, TURN LEFT ON THE TRACK-ROAD
 HV6989'THROUGH A FIELD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 HV6989'
 HV6989'*THIS JUNCTION IS LOCATED ABOUT 12 MILES WEST OF THE VILLAGE OF
 HV6989'DAHLGREN.
 HV6989
 HV6989                          STATION RECOVERY (1960)
 HV6989
 HV6989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6989'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 HV6989'ADEQUATE WITH THE FOLLOWING EXCEPTION--
 HV6989'
 HV6989'THE DISK IS STAMPED 25 4-25-52 WITH WHAT APPEARS TO BE A T IN THE
 HV6989'CENTER OF THE MARK.
 HV6989
 HV6989                          STATION RECOVERY (1961)
 HV6989
 HV6989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6989'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6989'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV6989
 HV6989                          STATION RECOVERY (1998)
 HV6989
 HV6989'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6989'MARK NOT FOUND.
 HV6989
 HV6989                          STATION RECOVERY (2003)
 HV6989
 HV6989'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6988 ***********************************************************************
 HV6988  DESIGNATION -  25 NPG 1954
 HV6988  PID         -  HV6988
 HV6988  STATE/COUNTY-  VA/WESTMORELAND
 HV6988  USGS QUAD   -  STRATFORD HALL (1973)
 HV6988
 HV6988                         *CURRENT SURVEY CONTROL
 HV6988  ___________________________________________________________________
 HV6988* NAD 83(1993)-  38 10 14.88363(N)    076 51 49.78323(W)     ADJUSTED  
 HV6988* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 HV6988  ___________________________________________________________________
 HV6988  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV6988  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HV6988
 HV6988  HORZ ORDER  -  SECOND
 HV6988
 HV6988.The horizontal coordinates were established by classical geodetic methods
 HV6988.and adjusted by the National Geodetic Survey in November 1994..
 HV6988
 HV6988.The orthometric height was scaled from a topographic map.
 HV6988
 HV6988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6988
 HV6988.The geoid height was determined by GEOID03.
 HV6988
 HV6988;                    North         East     Units Scale Factor Converg.
 HV6988;SPC VA N     - 2,057,235.383 3,643,364.344   MT  0.99997858   +1 01 16.2
 HV6988;SPC VA N     - 6,749,446.42 11,953,271.19   sFT  0.99997858   +1 01 16.2
 HV6988;SPC MD       -    55,970.372   411,932.763   MT  1.00002499   +0 05 07.7
 HV6988;SPC MD       -   183,629.46  1,351,482.74   sFT  1.00002499   +0 05 07.7
 HV6988;UTM  18      - 4,226,407.477   336,734.216   MT  0.99992829   -1 09 07.6
 HV6988
 HV6988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6988!SPC VA N     -   0.99999810  x   0.99997858  =   0.99997668
 HV6988!SPC MD       -   0.99999810  x   1.00002499  =   1.00002309
 HV6988!UTM  18      -   0.99999810  x   0.99992829  =   0.99992639
 HV6988
 HV6988                          SUPERSEDED SURVEY CONTROL
 HV6988
 HV6988  NAD 83(1993)-  38 10 14.88280(N)    076 51 49.78937(W) AD(       ) 2
 HV6988  NAD 83(1986)-  38 10 14.88408(N)    076 51 49.79900(W) AD(       ) 2
 HV6988  NAD 27      -  38 10 14.41700(N)    076 51 50.91500(W) AD(       ) 2
 HV6988
 HV6988.Superseded values are not recommended for survey control.
 HV6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6988.See file dsdata.txt to determine how the superseded data were derived.
 HV6988
 HV6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3673426407(NAD 83)
 HV6988_MARKER: Z = SEE DESCRIPTION
 HV6988_SETTING: 0 = UNSPECIFIED SETTING
 HV6988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6988
 HV6988  HISTORY     - Date     Condition        Report By
 HV6988  HISTORY     - 1954     MONUMENTED       CGS
 HV6988  HISTORY     - 1960     GOOD             CGS
 HV6988  HISTORY     - 1961     GOOD             CGS
 HV6988  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6988  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6988
 HV6988                          STATION DESCRIPTION
 HV6988
 HV6988'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6988'THE STATION IS LOCATED IN THE WESTMORELAND STATE PARK AND IS ON
 HV6988'THE SOUTH BANK OF POTOMAC RIVER.  IT IS 19 FEET SOUTH OF THE SOUTH
 HV6988'SHORE-LINE OF THE POTOMAC RIVER.  IT IS A STEEL PIPE 3 INCHES IN
 HV6988'DIAMETER, 4 FEET HIGH AND HAS AN INSTRUMENT THREAD MOUNTED ON TOP.
 HV6988'THE BUILDING WHICH THE TRANSIT PEDESTAL IS MOUNTED IN, IS 5 X 5
 HV6988'AND ABOUT 10 FEET HIGH.
 HV6988'
 HV6988'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAMERON
 HV6988'TO THE TOP AND CENTER OF THE PIPE, (TRANSIT PEDESTAL). THE
 HV6988'DISTANCE IS 44.56 FEET OR 13.582 METERS.
 HV6988'
 HV6988'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY
 HV6988'3, TURN LEFT ON STATE HIGHWAY 3 FOR 10.05 MILES TO THE JUNCTION OF
 HV6988'STATE HIGHWAY 3 AND 205, CONTINUE ON STATE HIGHWAY 3 FOR 3.65
 HV6988'MILES TO THE JUNCTION OF STATE HIGHWAY 3 AND 204, CONTINUE ON
 HV6988'STATE HIGHWAY 3 FOR 4.85 MILES TO A SIGN ON THE RIGHT WESTMORELAND
 HV6988'STATE PARK AND STATE HIGHWAY 347, TURN LEFT ON STATE HIGHWAY 347
 HV6988'FOR 2.0 MILES TO A SIGN TAVERN ON THE RIGHT, TURN RIGHT FOR 0.15
 HV6988'MILE TO A TRACK-ROAD ON THE LEFT, TURN LEFT ON THE TRACK-ROAD
 HV6988'THROUGH A FIELD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 HV6988
 HV6988                          STATION RECOVERY (1960)
 HV6988
 HV6988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6988'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 HV6988'ADEQUATE AND CORRECT.
 HV6988
 HV6988                          STATION RECOVERY (1961)
 HV6988
 HV6988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6988'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6988'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV6988
 HV6988                          STATION RECOVERY (1998)
 HV6988
 HV6988'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6988'MARK NOT FOUND.
 HV6988
 HV6988                          STATION RECOVERY (2003)
 HV6988
 HV6988'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0531 ***********************************************************************
 FX0531  DESIGNATION -  25 USGS
 FX0531  PID         -  FX0531
 FX0531  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0531  USGS QUAD   -  KEMPSVILLE (1986)
 FX0531
 FX0531                         *CURRENT SURVEY CONTROL
 FX0531  ___________________________________________________________________
 FX0531* NAD 83(1986)-  36 52 25.     (N)    076 08 20.     (W)     SCALED    
 FX0531* NAVD 88     -         7.107  (meters)      23.32   (feet)  ADJUSTED  
 FX0531  ___________________________________________________________________
 FX0531  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 FX0531  DYNAMIC HT  -           7.102 (meters)      23.30  (feet)  COMP
 FX0531  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 FX0531
 FX0531  VERT ORDER  -  FIRST     CLASS I
 FX0531
 FX0531.The horizontal coordinates were scaled from a topographic map and have
 FX0531.an estimated accuracy of +/- 6 seconds.
 FX0531
 FX0531.The orthometric height was determined by differential leveling
 FX0531.and adjusted by the National Geodetic Survey in June 1991..
 FX0531
 FX0531.The geoid height was determined by GEOID03.
 FX0531
 FX0531.The dynamic height is computed by dividing the NAVD 88
 FX0531.geopotential number by the normal gravity value computed on the
 FX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0531.degrees latitude (g = 980.6199 gals.).
 FX0531
 FX0531.The modeled gravity was interpolated from observed gravity values.
 FX0531
 FX0531;                    North         East    Units  Estimated Accuracy
 FX0531;SPC VA S     - 1,062,590.    3,710,490.      MT  (+/- 180 meters Scaled)
 FX0531
 FX0531                          SUPERSEDED SURVEY CONTROL
 FX0531
 FX0531  NGVD 29 (??/??/92)    7.357  (m)           24.14   (f) ADJ UNCH    1 1
 FX0531
 FX0531.Superseded values are not recommended for survey control.
 FX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0531.See file dsdata.txt to determine how the superseded data were derived.
 FX0531
 FX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF984814(NAD 83)
 FX0531_MARKER: Z = SEE DESCRIPTION
 FX0531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0531_STAMPING: 25
 FX0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0531
 FX0531  HISTORY     - Date     Condition        Report By
 FX0531  HISTORY     - UNK      MONUMENTED       USGS
 FX0531  HISTORY     - 1963     GOOD             NGS
 FX0531  HISTORY     - 1978     GOOD             NGS
 FX0531  HISTORY     - 19910210 MARK NOT FOUND   USPSQD
 FX0531
 FX0531                          STATION DESCRIPTION
 FX0531
 FX0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0531'2.4 MI S FROM BAYSIDE.
 FX0531'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 166 FROM THE
 FX0531'POST OFFICE AT BAYSIDE, THENCE 1.65 MILES SOUTHEAST AND SOUTH
 FX0531'ALONG COUNTY ROAD 652, AT THE JUNCTION OF COUNTY ROAD 648
 FX0531'LEADING SOUTH, AT THE NORTHEAST CORNER OF YARD OF THE HAYGOOD
 FX0531'METHODIST CHURCH, 60 FEET NORTHEAST OF NORTHEAST CORNER OF
 FX0531'CHURCH, 61 FEET SOUTHWEST OF CENTER OF JUNCTION, 25.5 FEET
 FX0531'SOUTH OF CENTER LINE OF ROAD 652 LEADING EAST AND WEST, 50
 FX0531'FEET WEST OF CENTER LINE OF ROAD 648 LEADING SOUTH, ABOUT 1
 FX0531'FOOT ABOVE LEVEL OF ROAD, AND IS A CAP RIVETED ON A IRON
 FX0531'PIPE PROJECTING 1 FOOT.
 FX0531
 FX0531                          STATION RECOVERY (1978)
 FX0531
 FX0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0531'BENCH MARK RECOVERED.  ADD=ALSO, 2.5 MILES NORTHEAST OF THE INTER-
 FX0531'SECTION OF U.S. HIGHWAY 58 AND STATE HIGHWAY 647 IN CHISNESE CORNER.
 FX0531
 FX0531                          STATION RECOVERY (1991)
 FX0531
 FX0531'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5742 ***********************************************************************
 GV5742  DESIGNATION -  250 C OF R 1973
 GV5742  PID         -  GV5742
 GV5742  STATE/COUNTY-  VA/C OF RICHMOND
 GV5742  USGS QUAD   -  BON AIR (1994)
 GV5742
 GV5742                         *CURRENT SURVEY CONTROL
 GV5742  ___________________________________________________________________
 GV5742* NAD 83(1993)-  37 31 51.43580(N)    077 31 10.80730(W)     ADJUSTED  
 GV5742* NAVD 88     -        47.20   (+/-2cm)     154.9    (feet)  VERTCON   
 GV5742  ___________________________________________________________________
 GV5742  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5742  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV5742
 GV5742  HORZ ORDER  -  SECOND
 GV5742  VERT ORDER  -  THIRD ? (See Below)
 GV5742
 GV5742.The horizontal coordinates were established by classical geodetic methods
 GV5742.and adjusted by the National Geodetic Survey in November 1994..
 GV5742
 GV5742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5742.The vertical order pertains to the NGVD 29 superseded value.
 GV5742
 GV5742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5742
 GV5742.The geoid height was determined by GEOID03.
 GV5742
 GV5742;                    North         East     Units Scale Factor Converg.
 GV5742;SPC VA S     - 1,133,356.487 3,586,644.497   MT  0.99994946   +0 35 42.0
 GV5742;SPC VA S     - 3,718,353.74 11,767,182.82   sFT  0.99994946   +0 35 42.0
 GV5742;UTM  18      - 4,156,758.881   277,359.594   MT  1.00021061   -1 32 08.1
 GV5742
 GV5742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5742!SPC VA S     -   0.99999776  x   0.99994946  =   0.99994722
 GV5742!UTM  18      -   0.99999776  x   1.00021061  =   1.00020837
 GV5742
 GV5742:                Primary Azimuth Mark                     Grid Az
 GV5742:SPC VA S     -  249 C OF R 1973                          239 53 55.5
 GV5742:UTM  18      -  249 C OF R 1973                          242 01 45.6
 GV5742
 GV5742|---------------------------------------------------------------------|
 GV5742| PID    Reference Object                     Distance      Geod. Az  |
 GV5742|                                                           dddmmss.s |
 GV5742| GV5759 249 C OF R 1973                     APPROX. 0.9 KM 2402937.5 |
 GV5742|---------------------------------------------------------------------|
 GV5742
 GV5742                          SUPERSEDED SURVEY CONTROL
 GV5742
 GV5742  NAD 83(1986)-  37 31 51.44197(N)    077 31 10.82418(W) AD(       ) 2
 GV5742  NAD 27      -  37 31 50.91251(N)    077 31 11.87567(W) AD(       ) 2
 GV5742  NGVD 29 (07/19/86)   47.51   (m)          155.9    (f) LEVELING    3  
 GV5742
 GV5742.Superseded values are not recommended for survey control.
 GV5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5742.See file dsdata.txt to determine how the superseded data were derived.
 GV5742
 GV5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7736056759(NAD 83)
 GV5742_MARKER: Z = SEE DESCRIPTION
 GV5742_SETTING: 0 = UNSPECIFIED SETTING
 GV5742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5742
 GV5742  HISTORY     - Date     Condition        Report By
 GV5742  HISTORY     - 1973     MONUMENTED       VA2060
 GV5742  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5742  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5742  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV5742
 GV5742                          STATION DESCRIPTION
 GV5742
 GV5742'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5742'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5742'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5742'AVE., THENCE EAST ON FOREST HILL AVE, 1.85 MILES TO CHIPPENHAM
 GV5742'PARKWAY, THENCE SOUTH ON CHIPPENHAM PARKWAY 0.75 MILE TO POWHITE
 GV5742'PARKWAY, THENCE EAST ON POWHITE PARKWAY 1.05 MILES TO POINT NO.
 GV5742'250.
 GV5742'
 GV5742'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5742'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5742'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5742'ABOUT 8 INCHES BELOW GROUND.
 GV5742'
 GV5742'71.4 FEET N. OF C/L OF WEST BOUND LANE OF POWHITE PARKWAY.  46.8
 GV5742'FEET N. N. W. OF EAST END OF GUARDRAIL.  20.5 FEET W. OF 15 INCH
 GV5742'PIN OAK TREE.  36.9 FEET E. OF 20 INCH POPLAR TREE.
 GV5742'
 GV5742'NEAREST TOWN--RICHMOND.
 GV5742
 GV5742                          STATION RECOVERY (1995)
 GV5742
 GV5742'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5742'MARK NOT FOUND.
 GV5742
 GV5742                          STATION RECOVERY (1999)
 GV5742
 GV5742'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5742'MARK NOT FOUND.
 GV5742
 GV5742                          STATION RECOVERY (2004)
 GV5742
 GV5742'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0883 ***********************************************************************
 GV0883  DESIGNATION -  250 USGS
 GV0883  PID         -  GV0883
 GV0883  STATE/COUNTY-  VA/MIDDLESEX
 GV0883  USGS QUAD   -  CHURCH VIEW (1992)
 GV0883
 GV0883                         *CURRENT SURVEY CONTROL
 GV0883  ___________________________________________________________________
 GV0883* NAD 83(1986)-  37 42 34.     (N)    076 41 27.     (W)     SCALED    
 GV0883* NAVD 88     -        32.478  (meters)     106.55   (feet)  ADJUSTED  
 GV0883  ___________________________________________________________________
 GV0883  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV0883  DYNAMIC HT  -          32.456 (meters)     106.48  (feet)  COMP
 GV0883  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 GV0883  OBS GRAVITY -     979,953.2   (mgal)                       GRAV_OBS
 GV0883
 GV0883  VERT ORDER  -  FIRST     CLASS I
 GV0883
 GV0883.The horizontal coordinates were scaled from a topographic map and have
 GV0883.an estimated accuracy of +/- 6 seconds.
 GV0883
 GV0883.The orthometric height was determined by differential leveling
 GV0883.and adjusted by the National Geodetic Survey in June 1991..
 GV0883
 GV0883.The geoid height was determined by GEOID03.
 GV0883
 GV0883.The dynamic height is computed by dividing the NAVD 88
 GV0883.geopotential number by the normal gravity value computed on the
 GV0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0883.degrees latitude (g = 980.6199 gals.).
 GV0883
 GV0883.The modeled gravity was interpolated from observed gravity values.
 GV0883.The observed gravity was obtained from relative gravimeter ties
 GV0883.to the IGSN71 gravity network.
 GV0883
 GV0883;                    North         East    Units  Estimated Accuracy
 GV0883;SPC VA S     - 1,154,250.    3,659,510.      MT  (+/- 180 meters Scaled)
 GV0883
 GV0883                          SUPERSEDED SURVEY CONTROL
 GV0883
 GV0883  NGVD 29 (??/??/??)   32.719  (m)          107.35   (f) ADJUSTED    1 1
 GV0883
 GV0883.Superseded values are not recommended for survey control.
 GV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0883.See file dsdata.txt to determine how the superseded data were derived.
 GV0883
 GV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG509749(NAD 83)
 GV0883_MARKER: DD = SURVEY DISK
 GV0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0883_STAMPING: 107 250 MLS 1967
 GV0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0883+STABILITY: SURFACE MOTION
 GV0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0883+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0883
 GV0883  HISTORY     - Date     Condition        Report By
 GV0883  HISTORY     - 1967     MONUMENTED       USGS
 GV0883  HISTORY     - 1971     GOOD             NGS
 GV0883  HISTORY     - 1978     GOOD             DMA
 GV0883  HISTORY     - 19980215 MARK NOT FOUND   USPSQD
 GV0883  HISTORY     - 20030322 GOOD             USPSQD
 GV0883  HISTORY     - 20060110 GOOD             USPSQD
 GV0883
 GV0883                          STATION DESCRIPTION
 GV0883
 GV0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0883'9.2 MI NW FROM SALUDA.
 GV0883'ABOUT 9.15 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE COURTHOUSE
 GV0883'AT SALUDA, NEAR THE OLIVERS RESTAURANT, 28 FEET EAST OF THE CENTER
 GV0883'LINE OF THE HIGHWAY, 75 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GV0883'RESTAURANT, 84 FEET NORTHWEST OF POWER LINE POLE NO. 104038, 1.2 FEET
 GV0883'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 GV0883'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 GV0883'OF THE GROUND.
 GV0883
 GV0883                          STATION RECOVERY (1978)
 GV0883
 GV0883'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0883'RECOVERED IN GOOD CONDITION.
 GV0883
 GV0883                          STATION RECOVERY (1998)
 GV0883
 GV0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0883'MARK NOT FOUND.
 GV0883
 GV0883                          STATION RECOVERY (2003)
 GV0883
 GV0883'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0883'NEW POLE NUMBER IS JB95
 GV0883
 GV0883                          STATION RECOVERY (2006)
 GV0883
 GV0883'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2717 ***********************************************************************
 HV2717  DESIGNATION -  250 USGS
 HV2717  PID         -  HV2717
 HV2717  STATE/COUNTY-  VA/FAIRFAX
 HV2717  USGS QUAD   -  HERNDON (1994)
 HV2717
 HV2717                         *CURRENT SURVEY CONTROL
 HV2717  ___________________________________________________________________
 HV2717* NAD 83(1986)-  38 54 33.     (N)    077 28 07.     (W)     SCALED    
 HV2717* NAVD 88     -        75.861  (meters)     248.89   (feet)  ADJUSTED  
 HV2717  ___________________________________________________________________
 HV2717  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2717  DYNAMIC HT  -          75.820 (meters)     248.75  (feet)  COMP
 HV2717  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 HV2717
 HV2717  VERT ORDER  -  SECOND    CLASS 0
 HV2717
 HV2717.The horizontal coordinates were scaled from a topographic map and have
 HV2717.an estimated accuracy of +/- 6 seconds.
 HV2717
 HV2717.The orthometric height was determined by differential leveling
 HV2717.and adjusted by the National Geodetic Survey in June 1991..
 HV2717
 HV2717.The geoid height was determined by GEOID03.
 HV2717
 HV2717.The dynamic height is computed by dividing the NAVD 88
 HV2717.geopotential number by the normal gravity value computed on the
 HV2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2717.degrees latitude (g = 980.6199 gals.).
 HV2717
 HV2717.The modeled gravity was interpolated from observed gravity values.
 HV2717
 HV2717;                    North         East    Units  Estimated Accuracy
 HV2717;SPC VA N     - 2,138,420.    3,589,450.      MT  (+/- 180 meters Scaled)
 HV2717
 HV2717                          SUPERSEDED SURVEY CONTROL
 HV2717
 HV2717  NGVD 29 (??/??/??)   76.095  (m)          249.66   (f) ADJUSTED    2 0
 HV2717
 HV2717.Superseded values are not recommended for survey control.
 HV2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2717.See file dsdata.txt to determine how the superseded data were derived.
 HV2717
 HV2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ859095(NAD 83)
 HV2717_MARKER: DD = SURVEY DISK
 HV2717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2717_SP_SET: SIDEWALK
 HV2717_STAMPING: 250
 HV2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2717
 HV2717  HISTORY     - Date     Condition        Report By
 HV2717  HISTORY     - UNK      MONUMENTED       USGS
 HV2717  HISTORY     - 1958     POOR             CGS
 HV2717
 HV2717                          STATION DESCRIPTION
 HV2717
 HV2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HV2717'AT PLEASANT VALLEY.
 HV2717'AT PLEASANT VALLEY, FAIRFAX COUNTY, ON U.S. HIGHWAY 50, AT
 HV2717'CUB RUN, 94 FEET WEST OF THE GENERAL STORE AND POST OFFICE,
 HV2717'IN FRONT OF A HOUSE, 79 FEET EAST OF THE DRIVE LEADING TO A
 HV2717'GARAGE WEST OF THE HOUSE, 33 FEET NORTH OF THE CENTERLINE OF
 HV2717'THE HIGHWAY, AND IN THE SOUTH END OF THE SIDEWALK LEADING TO
 HV2717'THE HOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HV2717'STAMPED 250.  THE MARK IS 3.5 FEET EAST OF A NEWLY INSTALLED
 HV2717'IRON WITNESS POST.  THIS MARK IS IN A WALK.  THE WALK IS BROKEN
 HV2717'AND THE PIECE OF CONCRETE IN WHICH THE DISK IS EMBEDDED IS
 HV2717'LOOSE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5732 ***********************************************************************
 GV5732  DESIGNATION -  251 C OF R 1973
 GV5732  PID         -  GV5732
 GV5732  STATE/COUNTY-  VA/C OF RICHMOND
 GV5732  USGS QUAD   -  BON AIR (1994)
 GV5732
 GV5732                         *CURRENT SURVEY CONTROL
 GV5732  ___________________________________________________________________
 GV5732* NAD 83(1993)-  37 31 51.29966(N)    077 30 49.74904(W)     ADJUSTED  
 GV5732* NAVD 88     -        49.64   (+/-2cm)     162.9    (feet)  VERTCON   
 GV5732  ___________________________________________________________________
 GV5732  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5732  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV5732
 GV5732  HORZ ORDER  -  SECOND
 GV5732  VERT ORDER  -  THIRD ? (See Below)
 GV5732
 GV5732.The horizontal coordinates were established by classical geodetic methods
 GV5732.and adjusted by the National Geodetic Survey in November 1994..
 GV5732
 GV5732.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5732.The vertical order pertains to the NGVD 29 superseded value.
 GV5732
 GV5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5732
 GV5732.The geoid height was determined by GEOID03.
 GV5732
 GV5732;                    North         East     Units Scale Factor Converg.
 GV5732;SPC VA S     - 1,133,357.675 3,587,161.520   MT  0.99994946   +0 35 54.7
 GV5732;SPC VA S     - 3,718,357.64 11,768,879.09   sFT  0.99994946   +0 35 54.7
 GV5732;UTM  18      - 4,156,740.842   277,876.437   MT  1.00020778   -1 31 55.3
 GV5732
 GV5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5732!SPC VA S     -   0.99999738  x   0.99994946  =   0.99994684
 GV5732!UTM  18      -   0.99999738  x   1.00020778  =   1.00020516
 GV5732
 GV5732:                Primary Azimuth Mark                     Grid Az
 GV5732:SPC VA S     -  148 C OF R 1972                          061 30 06.5
 GV5732:UTM  18      -  148 C OF R 1972                          063 37 56.5
 GV5732
 GV5732|---------------------------------------------------------------------|
 GV5732| PID    Reference Object                     Distance      Geod. Az  |
 GV5732|                                                           dddmmss.s |
 GV5732| GV5715 148 C OF R 1972                     APPROX. 0.6 KM 0620601.2 |
 GV5732|---------------------------------------------------------------------|
 GV5732
 GV5732                          SUPERSEDED SURVEY CONTROL
 GV5732
 GV5732  NAD 83(1986)-  37 31 51.30583(N)    077 30 49.76584(W) AD(       ) 2
 GV5732  NAD 27      -  37 31 50.77665(N)    077 30 50.81805(W) AD(       ) 2
 GV5732  NGVD 29 (07/19/86)   49.95   (m)          163.9    (f) LEVELING    3  
 GV5732
 GV5732.Superseded values are not recommended for survey control.
 GV5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5732.See file dsdata.txt to determine how the superseded data were derived.
 GV5732
 GV5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7787656741(NAD 83)
 GV5732_MARKER: Z = SEE DESCRIPTION
 GV5732_SETTING: 0 = UNSPECIFIED SETTING
 GV5732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5732
 GV5732  HISTORY     - Date     Condition        Report By
 GV5732  HISTORY     - 1973     MONUMENTED       VA2060
 GV5732  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5732  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5732  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5732
 GV5732                          STATION DESCRIPTION
 GV5732
 GV5732'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5732'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH LOCATED ON
 GV5732'BUFORD ROAD, THENCE NORTH ON BUFORD ROAD 0.05 MILE TO FOREST HILL
 GV5732'AVE., THENCE EAST ON FOREST HILL AVE. 1.85 MILES TO CHIPPENHAM
 GV5732'PARKWAY, THENCE SOUTH ON CHIPPENHAM PARKWAY 0.75 MILE TO POWHITE
 GV5732'PARKWAY, THENCE EAST ON POWHITE PARKWAY 1.35 MILES TO POINT NO.
 GV5732'251.
 GV5732'
 GV5732'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5732'CONCRETE MONUMENT WITH A BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5732'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5732'ABOUT 8 INCHES BELOW GROUND.
 GV5732'
 GV5732'APPROXIMATELY 160.0 FEET SOUTH OF SOUTH EDGE OF POWHITE PARKWAY.
 GV5732'72.9 FEET N. OF C AND P POLE NO. 974-I.  99.7 FEET N.W. OF C AND P
 GV5732'POLE NO. 974-J.  51.5 FEET N.E. OF 12 INCH POPLAR TREE.  43.9 FEET
 GV5732'N.N.E. OF 12 INCH OAK TREE.
 GV5732'
 GV5732'NEAREST TOWN--RICHMOND.
 GV5732
 GV5732                          STATION RECOVERY (1995)
 GV5732
 GV5732'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5732'MARK NOT FOUND.
 GV5732
 GV5732                          STATION RECOVERY (1999)
 GV5732
 GV5732'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5732'MARK NOT FOUND.
 GV5732
 GV5732                          STATION RECOVERY (2004)
 GV5732
 GV5732'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0879 ***********************************************************************
 GV0879  DESIGNATION -  251 USGS
 GV0879  PID         -  GV0879
 GV0879  STATE/COUNTY-  VA/MIDDLESEX
 GV0879  USGS QUAD   -  CHURCH VIEW (1992)
 GV0879
 GV0879                         *CURRENT SURVEY CONTROL
 GV0879  ___________________________________________________________________
 GV0879* NAD 83(1986)-  37 41 37.     (N)    076 41 04.     (W)     SCALED    
 GV0879* NAVD 88     -        31.807  (meters)     104.35   (feet)  ADJUSTED  
 GV0879  ___________________________________________________________________
 GV0879  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 GV0879  DYNAMIC HT  -          31.785 (meters)     104.28  (feet)  COMP
 GV0879  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 GV0879  OBS GRAVITY -     979,951.0   (mgal)                       GRAV_OBS
 GV0879
 GV0879  VERT ORDER  -  FIRST     CLASS I
 GV0879
 GV0879.The horizontal coordinates were scaled from a topographic map and have
 GV0879.an estimated accuracy of +/- 6 seconds.
 GV0879
 GV0879.The orthometric height was determined by differential leveling
 GV0879.and adjusted by the National Geodetic Survey in June 1991..
 GV0879
 GV0879.The geoid height was determined by GEOID03.
 GV0879
 GV0879.The dynamic height is computed by dividing the NAVD 88
 GV0879.geopotential number by the normal gravity value computed on the
 GV0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0879.degrees latitude (g = 980.6199 gals.).
 GV0879
 GV0879.The modeled gravity was interpolated from observed gravity values.
 GV0879.The observed gravity was obtained from relative gravimeter ties
 GV0879.to the IGSN71 gravity network.
 GV0879
 GV0879;                    North         East    Units  Estimated Accuracy
 GV0879;SPC VA S     - 1,152,500.    3,660,110.      MT  (+/- 180 meters Scaled)
 GV0879
 GV0879                          SUPERSEDED SURVEY CONTROL
 GV0879
 GV0879  NGVD 29 (??/??/??)   32.048  (m)          105.14   (f) ADJUSTED    1 1
 GV0879
 GV0879.Superseded values are not recommended for survey control.
 GV0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0879.See file dsdata.txt to determine how the superseded data were derived.
 GV0879
 GV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG514731(NAD 83)
 GV0879_MARKER: DD = SURVEY DISK
 GV0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0879_STAMPING: 105 251 MLS 1967
 GV0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0879+STABILITY: SURFACE MOTION
 GV0879
 GV0879  HISTORY     - Date     Condition        Report By
 GV0879  HISTORY     - 1967     MONUMENTED       USGS
 GV0879  HISTORY     - 1971     GOOD             NGS
 GV0879  HISTORY     - 1978     GOOD             DMA
 GV0879  HISTORY     - 19980215 MARK NOT FOUND   USPSQD
 GV0879  HISTORY     - 20001231 GOOD             NGS
 GV0879  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0879
 GV0879                          STATION DESCRIPTION
 GV0879
 GV0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0879'8 MI NW FROM SALUDA.
 GV0879'ABOUT 8.05 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE COURTHOUSE
 GV0879'AT SALUDA, AT THE JUNCTION OF THE U.S. HIGHWAY AND STATE HIGHWAY
 GV0879'640, 75 FEET SOUTH OF THE CENTER LINE OF THE STATE HIGHWAY, 52
 GV0879'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 17, 40 FEET SOUTH OF
 GV0879'POWER LINE POLE H 1909, 1.4 FEET NORTH OF A METAL WITNESS POST,
 GV0879'ABOUT LEVEL WITH THE U.S. HIGHWAY AND SET IN THE TOP OF A CONCRETE
 GV0879'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0879
 GV0879                          STATION RECOVERY (1978)
 GV0879
 GV0879'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0879'MARK IS 4 YARDS NORTH EAST OF A BOAT LANDING SIGN AND 11 YARDS SOUTH
 GV0879'OF A TELEPHONE POLE. WITNESS POST GONE.
 GV0879
 GV0879                          STATION RECOVERY (1998)
 GV0879
 GV0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0879'MARK NOT FOUND.
 GV0879
 GV0879                          STATION RECOVERY (2000)
 GV0879
 GV0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 GV0879'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0879
 GV0879                          STATION RECOVERY (2003)
 GV0879
 GV0879'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 GV0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1195 ***********************************************************************
 GA1195  DESIGNATION -  2513
 GA1195  PID         -  GA1195
 GA1195  STATE/COUNTY-  VA/WISE
 GA1195  USGS QUAD   -  APPALACHIA (1991)
 GA1195
 GA1195                         *CURRENT SURVEY CONTROL
 GA1195  ___________________________________________________________________
 GA1195* NAD 83(1986)-  36 52 37.     (N)    082 46 38.     (W)     SCALED    
 GA1195* NAVD 88     -       479.551  (meters)    1573.33   (feet)  ADJUSTED  
 GA1195  ___________________________________________________________________
 GA1195  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1195  DYNAMIC HT  -         479.134 (meters)    1571.96  (feet)  COMP
 GA1195  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 GA1195
 GA1195  VERT ORDER  -  FIRST     CLASS I
 GA1195
 GA1195.The horizontal coordinates were scaled from a topographic map and have
 GA1195.an estimated accuracy of +/- 6 seconds.
 GA1195
 GA1195.The orthometric height was determined by differential leveling
 GA1195.and adjusted by the National Geodetic Survey in June 1991..
 GA1195
 GA1195.The geoid height was determined by GEOID03.
 GA1195
 GA1195.The dynamic height is computed by dividing the NAVD 88
 GA1195.geopotential number by the normal gravity value computed on the
 GA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1195.degrees latitude (g = 980.6199 gals.).
 GA1195
 GA1195.The modeled gravity was interpolated from observed gravity values.
 GA1195
 GA1195;                    North         East    Units  Estimated Accuracy
 GA1195;SPC VA S     - 1,068,960.    3,118,800.      MT  (+/- 180 meters Scaled)
 GA1195
 GA1195                          SUPERSEDED SURVEY CONTROL
 GA1195
 GA1195  NGVD 29 (??/??/92)  479.696  (m)         1573.80   (f) ADJ UNCH    1 1
 GA1195
 GA1195.Superseded values are not recommended for survey control.
 GA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1195.See file dsdata.txt to determine how the superseded data were derived.
 GA1195
 GA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA416826(NAD 83)
 GA1195_MARKER: DD = SURVEY DISK
 GA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1195_STAMPING: 2513 2513 4
 GA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1195+STABILITY: SURFACE MOTION
 GA1195
 GA1195  HISTORY     - Date     Condition        Report By
 GA1195  HISTORY     - UNK      MONUMENTED       VAGS
 GA1195  HISTORY     - 1967     GOOD             NGS
 GA1195
 GA1195                          STATION DESCRIPTION
 GA1195
 GA1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1195'1 MI W FROM BIG STONE GAP.
 GA1195'ABOUT 1.0 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1195'FROM THE STATION AT BIG STONE GAP, AT A ROCK QUARRY, 0.2 MILE
 GA1195'SOUTHEAST OF THE SOUTHEAST END OF A SMALL TUNNEL, 2 1/2 FEET
 GA1195'SOUTHWEST OF MILEPOST 3, 12 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 GA1195'RAIL OF THE TRACK, 12 FEET SOUTHEAST OF A TELEGRAPH POLE, ABOUT
 GA1195'2 FEET BELOW THE LEVEL OF THE TRACK, A VIRGINIA GEODETIC SURVEY
 GA1195'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3900 ***********************************************************************
 HV3900  DESIGNATION -  252=NOKESVILLE USE
 HV3900  PID         -  HV3900
 HV3900  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3900  USGS QUAD   -  NOKESVILLE (1994)
 HV3900
 HV3900                         *CURRENT SURVEY CONTROL
 HV3900  ___________________________________________________________________
 HV3900* NAD 83(1986)-  38 41 54.     (N)    077 34 46.     (W)     SCALED    
 HV3900* NAVD 88     -        79.788  (meters)     261.77   (feet)  ADJUSTED  
 HV3900  ___________________________________________________________________
 HV3900  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV3900  DYNAMIC HT  -          79.742 (meters)     261.62  (feet)  COMP
 HV3900  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 HV3900
 HV3900  VERT ORDER  -  SECOND    CLASS 0
 HV3900
 HV3900.The horizontal coordinates were scaled from a topographic map and have
 HV3900.an estimated accuracy of +/- 6 seconds.
 HV3900
 HV3900.The orthometric height was determined by differential leveling
 HV3900.and adjusted by the National Geodetic Survey in June 1991..
 HV3900
 HV3900.The geoid height was determined by GEOID03.
 HV3900
 HV3900.The dynamic height is computed by dividing the NAVD 88
 HV3900.geopotential number by the normal gravity value computed on the
 HV3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3900.degrees latitude (g = 980.6199 gals.).
 HV3900
 HV3900.The modeled gravity was interpolated from observed gravity values.
 HV3900
 HV3900;                    North         East    Units  Estimated Accuracy
 HV3900;SPC VA N     - 2,114,920.    3,580,080.      MT  (+/- 180 meters Scaled)
 HV3900
 HV3900                          SUPERSEDED SURVEY CONTROL
 HV3900
 HV3900  NGVD 29 (??/??/??)   80.034  (m)          262.58   (f) ADJUSTED    2 0
 HV3900
 HV3900.Superseded values are not recommended for survey control.
 HV3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3900.See file dsdata.txt to determine how the superseded data were derived.
 HV3900
 HV3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH756864(NAD 83)
 HV3900_MARKER: Z = SEE DESCRIPTION
 HV3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3900+STABILITY: SURFACE MOTION
 HV3900
 HV3900  HISTORY     - Date     Condition        Report By
 HV3900  HISTORY     - UNK      MONUMENTED       DOD
 HV3900  HISTORY     - 1935     GOOD             CGS
 HV3900
 HV3900                          STATION DESCRIPTION
 HV3900
 HV3900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3900'AT NOKESVILLE.
 HV3900'AT NOKESVILLE, PRINCE WILLIAM COUNTY, ABOUT 120 FEET WEST OF THE
 HV3900'SOUTHERN RAILWAY STATION, 30 FEET SOUTHWEST OF THE CENTER OF
 HV3900'A ROAD CROSSING, AND 20 FEET NORTHWEST OF THE NORTHWEST RAIL.
 HV3900'A COPPER ROD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0566 ***********************************************************************
 FZ0566  DESIGNATION -  2531.44
 FZ0566  PID         -  FZ0566
 FZ0566  STATE/COUNTY-  VA/CARROLL
 FZ0566  USGS QUAD   -  HILLSVILLE (1978)
 FZ0566
 FZ0566                         *CURRENT SURVEY CONTROL
 FZ0566  ___________________________________________________________________
 FZ0566* NAD 83(1986)-  36 46 21.     (N)    080 44 24.     (W)     SCALED    
 FZ0566* NAVD 88     -       771.540  (meters)    2531.29   (feet)  ADJUSTED  
 FZ0566  ___________________________________________________________________
 FZ0566  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FZ0566  DYNAMIC HT  -         770.803 (meters)    2528.88  (feet)  COMP
 FZ0566  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 FZ0566
 FZ0566  VERT ORDER  -  SECOND    CLASS 0
 FZ0566
 FZ0566.The horizontal coordinates were scaled from a topographic map and have
 FZ0566.an estimated accuracy of +/- 6 seconds.
 FZ0566
 FZ0566.The orthometric height was determined by differential leveling
 FZ0566.and adjusted by the National Geodetic Survey in June 1991..
 FZ0566
 FZ0566.The geoid height was determined by GEOID03.
 FZ0566
 FZ0566.The dynamic height is computed by dividing the NAVD 88
 FZ0566.geopotential number by the normal gravity value computed on the
 FZ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0566.degrees latitude (g = 980.6199 gals.).
 FZ0566
 FZ0566.The modeled gravity was interpolated from observed gravity values.
 FZ0566
 FZ0566;                    North         East    Units  Estimated Accuracy
 FZ0566;SPC VA S     - 1,051,110.    3,300,040.      MT  (+/- 180 meters Scaled)
 FZ0566
 FZ0566                          SUPERSEDED SURVEY CONTROL
 FZ0566
 FZ0566  NGVD 29 (??/??/92)  771.672  (m)         2531.73   (f) ADJ UNCH    2 0
 FZ0566
 FZ0566.Superseded values are not recommended for survey control.
 FZ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0566.See file dsdata.txt to determine how the superseded data were derived.
 FZ0566
 FZ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA232696(NAD 83)
 FZ0566_MARKER: Q = CHISELED SQUARE
 FZ0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0566_SP_SET: WALL
 FZ0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0566
 FZ0566  HISTORY     - Date     Condition        Report By
 FZ0566  HISTORY     - UNK      MONUMENTED       USGS
 FZ0566  HISTORY     - 1933     GOOD             NGS
 FZ0566  HISTORY     - 1934     GOOD             NGS
 FZ0566
 FZ0566                          STATION DESCRIPTION
 FZ0566
 FZ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FZ0566'AT HILLSVILLE.
 FZ0566'AT HILLSVILLE, CARROLL COUNTY, ON U.S. HIGHWAY 121, ABOUT 1/2
 FZ0566'MILE NORTH OF THE COURTHOUSE, IN FRONT OF THE HOME OF W.L.
 FZ0566'GARDNER, ABOUT 130 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FZ0566'ON THE TOP OF THE CONCRETE RETAINING WALL, AND 3 FEET ABOVE
 FZ0566'GROUND.  A CHISELED SQUARE.
 FZ0566
 FZ0566                          STATION RECOVERY (1934)
 FZ0566
 FZ0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FZ0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0271 ***********************************************************************
 FW0271  DESIGNATION -  2.58 USE
 FW0271  PID         -  FW0271
 FW0271  STATE/COUNTY-  VA/NORTHAMPTON
 FW0271  USGS QUAD   -  TOWNSEND (1989)
 FW0271
 FW0271                         *CURRENT SURVEY CONTROL
 FW0271  ___________________________________________________________________
 FW0271* NAD 83(1986)-  37 08 12.     (N)    075 57 07.     (W)     SCALED    
 FW0271* NAVD 88     -         2.625  (meters)       8.61   (feet)  ADJUSTED  
 FW0271  ___________________________________________________________________
 FW0271  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0271  DYNAMIC HT  -           2.623 (meters)       8.61  (feet)  COMP
 FW0271  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 FW0271
 FW0271  VERT ORDER  -  FIRST     CLASS I
 FW0271
 FW0271.The horizontal coordinates were scaled from a topographic map and have
 FW0271.an estimated accuracy of +/- 6 seconds.
 FW0271
 FW0271.The orthometric height was determined by differential leveling
 FW0271.and adjusted by the National Geodetic Survey in June 1991..
 FW0271
 FW0271.The geoid height was determined by GEOID03.
 FW0271
 FW0271.The dynamic height is computed by dividing the NAVD 88
 FW0271.geopotential number by the normal gravity value computed on the
 FW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0271.degrees latitude (g = 980.6199 gals.).
 FW0271
 FW0271.The modeled gravity was interpolated from observed gravity values.
 FW0271
 FW0271;                    North         East    Units  Estimated Accuracy
 FW0271;SPC VA S     - 1,092,200.    3,726,360.      MT  (+/- 180 meters Scaled)
 FW0271
 FW0271                          SUPERSEDED SURVEY CONTROL
 FW0271
 FW0271  NGVD 29 (??/??/??)    2.877  (m)            9.44   (f) ADJUSTED    1 1
 FW0271
 FW0271.Superseded values are not recommended for survey control.
 FW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0271.See file dsdata.txt to determine how the superseded data were derived.
 FW0271
 FW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG154104(NAD 83)
 FW0271_MARKER: Z = SEE DESCRIPTION
 FW0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0271_SP_SET: T CHANNEL ROD
 FW0271_STAMPING: 2.58
 FW0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0271
 FW0271  HISTORY     - Date     Condition        Report By
 FW0271  HISTORY     - UNK      MONUMENTED       DOD
 FW0271  HISTORY     - 1972     GOOD             NGS
 FW0271
 FW0271                          STATION DESCRIPTION
 FW0271
 FW0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0271'AT CAPE CHARLES AFB.
 FW0271'AT CAPE CHARLES AIR FORCE BASE, 0.1 MILE NORTH-NORTHEAST OF HDQ
 FW0271'BUILDING 103, ABOUT 400 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FW0271'BLDG NO. 118, 2.9 FEET SOUTH OF A PIPE CORNER FENCE POST IN A
 FW0271'CHAIN LINK FENCE WITH THE FENCE EXTENDING EAST AND SOUTHWEST,
 FW0271'IN THE SECURITY SECTION OF THE BASE, A 1-INCH BRASS PLUG ON THE
 FW0271'TOP OF A 3/4 INCH T CHANNEL ROD DRIVEN IN THE GROUND AND 3 INCHES
 FW0271'BELOW THE SURFACE OF THE GROUND.  NOTE-- ROD DOES NOT SEEM TO BE
 FW0271'SET IN CONCRETE AS STATED IN QUAD 370753-PAGE 16, LINE 101.
 FW0271'PROBING AROUND THE ROD WAS DONE BUT NO CONCRETE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5563 ***********************************************************************
 GV5563  DESIGNATION -  26 C OF R 1972
 GV5563  PID         -  GV5563
 GV5563  STATE/COUNTY-  VA/C OF RICHMOND
 GV5563  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5563
 GV5563                         *CURRENT SURVEY CONTROL
 GV5563  ___________________________________________________________________
 GV5563* NAD 83(1993)-  37 29 09.45450(N)    077 28 02.23564(W)     ADJUSTED  
 GV5563* NAVD 88     -        49.52   (+/-2cm)     162.5    (feet)  VERTCON   
 GV5563  ___________________________________________________________________
 GV5563  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5563  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5563
 GV5563  HORZ ORDER  -  SECOND
 GV5563  VERT ORDER  -  THIRD ? (See Below)
 GV5563
 GV5563.The horizontal coordinates were established by classical geodetic methods
 GV5563.and adjusted by the National Geodetic Survey in September 1995..
 GV5563
 GV5563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5563.The vertical order pertains to the NGVD 29 superseded value.
 GV5563
 GV5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5563
 GV5563.The geoid height was determined by GEOID03.
 GV5563
 GV5563;                    North         East     Units Scale Factor Converg.
 GV5563;SPC VA S     - 1,128,412.556 3,591,328.528   MT  0.99994753   +0 37 36.4
 GV5563;SPC VA S     - 3,702,133.53 11,782,550.35   sFT  0.99994753   +0 37 36.4
 GV5563;UTM  18      - 4,151,643.018   281,857.785   MT  1.00018619   -1 30 07.6
 GV5563
 GV5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5563!SPC VA S     -   0.99999742  x   0.99994753  =   0.99994495
 GV5563!UTM  18      -   0.99999742  x   1.00018619  =   1.00018361
 GV5563
 GV5563|---------------------------------------------------------------------|
 GV5563| PID    Reference Object                     Distance      Geod. Az  |
 GV5563|                                                           dddmmss.s |
 GV5563| GV5562 112 C OF R 1972                     275.341 METERS 17133     |
 GV5563| GV5574 25 C OF R 1972                      APPROX. 0.9 KM 3310232.6 |
 GV5563|---------------------------------------------------------------------|
 GV5563
 GV5563                          SUPERSEDED SURVEY CONTROL
 GV5563
 GV5563  NAD 83(1993)-  37 29 09.45449(N)    077 28 02.23559(W) AD(       ) 2
 GV5563  NAD 83(1986)-  37 29 09.46087(N)    077 28 02.25254(W) AD(       ) 2
 GV5563  NAD 27      -  37 29 08.93042(N)    077 28 03.30733(W) AD(       ) 2
 GV5563  NGVD 29 (07/19/86)   49.83   (m)          163.5    (f) LEVELING    3  
 GV5563
 GV5563.Superseded values are not recommended for survey control.
 GV5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5563.See file dsdata.txt to determine how the superseded data were derived.
 GV5563
 GV5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8185851643(NAD 83)
 GV5563_MARKER: I = METAL ROD
 GV5563_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5563_SP_SET: OBJECT IMBEDDED IN GROUND
 GV5563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5563+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV5563
 GV5563  HISTORY     - Date     Condition        Report By
 GV5563  HISTORY     - 1972     MONUMENTED       VA2060
 GV5563  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5563  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5563  HISTORY     - 20040221 GOOD             USPSQD
 GV5563
 GV5563                          STATION DESCRIPTION
 GV5563
 GV5563'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5563'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5563'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 2.35 MILES TO
 GV5563'HOPKINS RD., THENCE SOUTH ON HOPKINS RD. 0.05 MILE TO POINT NO. 26.
 GV5563'
 GV5563'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP OF AXLE ABOUT 1 INCH
 GV5563'BELOW GROUND LEVEL.
 GV5563'
 GV5563'18.3 FEET N. E. OF UNMARKED TELEPHONE POLE, 74.7 FEET N. OF N. W.
 GV5563'CORNER OF R. R. TRESSELL, 13.50 FEET S. W. OF THE CENTER OF THE
 GV5563'SOUTHBOUND R. R. TRACKS.
 GV5563'
 GV5563'NEAREST TOWN--RICHMOND.
 GV5563
 GV5563                          STATION RECOVERY (1995)
 GV5563
 GV5563'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5563'MARK NOT FOUND.
 GV5563
 GV5563                          STATION RECOVERY (1999)
 GV5563
 GV5563'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5563'MARK NOT FOUND.
 GV5563
 GV5563                          STATION RECOVERY (2004)
 GV5563
 GV5563'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2339 ***********************************************************************
 JV2339  DESIGNATION -  261 USE
 JV2339  PID         -  JV2339
 JV2339  STATE/COUNTY-  VA/LOUDOUN
 JV2339  USGS QUAD   -  STERLING (1994)
 JV2339
 JV2339                         *CURRENT SURVEY CONTROL
 JV2339  ___________________________________________________________________
 JV2339* NAD 83(1986)-  39 00 46.     (N)    077 27 44.     (W)     SCALED    
 JV2339* NAVD 88     -        79.372  (meters)     260.41   (feet)  ADJUSTED  
 JV2339  ___________________________________________________________________
 JV2339  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JV2339  DYNAMIC HT  -          79.329 (meters)     260.27  (feet)  COMP
 JV2339  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 JV2339
 JV2339  VERT ORDER  -  SECOND    CLASS 0
 JV2339
 JV2339.The horizontal coordinates were scaled from a topographic map and have
 JV2339.an estimated accuracy of +/- 6 seconds.
 JV2339
 JV2339.The orthometric height was determined by differential leveling
 JV2339.and adjusted by the National Geodetic Survey in June 1991..
 JV2339
 JV2339.The geoid height was determined by GEOID03.
 JV2339
 JV2339.The dynamic height is computed by dividing the NAVD 88
 JV2339.geopotential number by the normal gravity value computed on the
 JV2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2339.degrees latitude (g = 980.6199 gals.).
 JV2339
 JV2339.The modeled gravity was interpolated from observed gravity values.
 JV2339
 JV2339;                    North         East    Units  Estimated Accuracy
 JV2339;SPC VA N     - 2,149,930.    3,589,880.      MT  (+/- 180 meters Scaled)
 JV2339
 JV2339                          SUPERSEDED SURVEY CONTROL
 JV2339
 JV2339  NGVD 29 (??/??/??)   79.590  (m)          261.12   (f) ADJUSTED    2 0
 JV2339
 JV2339.Superseded values are not recommended for survey control.
 JV2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2339.See file dsdata.txt to determine how the superseded data were derived.
 JV2339
 JV2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ868210(NAD 83)
 JV2339_MARKER: DD = SURVEY DISK
 JV2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2339+STABILITY: SURFACE MOTION
 JV2339
 JV2339  HISTORY     - Date     Condition        Report By
 JV2339  HISTORY     - UNK      MONUMENTED       DOD
 JV2339  HISTORY     - 1958     GOOD             CGS
 JV2339
 JV2339                          STATION DESCRIPTION
 JV2339
 JV2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JV2339'1.8 MI E FROM RYAN.
 JV2339'1.8 MILES EAST ALONG SECONDARY STATE HIGHWAY 625 FROM THE POST
 JV2339'OFFICE AT RYAN, LOUDOUN COUNTY, AT THE EAST V OF THE INTERSECTION
 JV2339'OF SECONDARY STATE HIGHWAY 606, 27 FEET SOUTH OF THE CENTERLINE
 JV2339'OF SECONDARY STATE HIGHWAY 625, 27 FEET EAST OF THE CENTERLINE
 JV2339'OF SECONDARY STATE HIGHWAY 606, AND 35 FEET WEST OF A GROUP OF THREE
 JV2339'SMALL CEDAR TREES.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 JV2339'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 JV2339'MARK IS ALSO 2.0 MILES WEST OF THE PUBLIC SCHOOL AT STERLING.  THE
 JV2339'CONCRETE POST SHOWS SIGNS OF CRACKING, IT IS 2.6 FEET WEST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0310 ***********************************************************************
 HW0310  DESIGNATION -  2610.847
 HW0310  PID         -  HW0310
 HW0310  STATE/COUNTY-  VA/PAGE
 HW0310  USGS QUAD   -  BIG MEADOWS (1994)
 HW0310
 HW0310                         *CURRENT SURVEY CONTROL
 HW0310  ___________________________________________________________________
 HW0310* NAD 83(1986)-  38 30 57.     (N)    078 28 51.     (W)     SCALED    
 HW0310* NAVD 88     -       795.68   (+/-2cm)    2610.5    (feet)  VERTCON   
 HW0310  ___________________________________________________________________
 HW0310  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HW0310
 HW0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW0310
 HW0310.The horizontal coordinates were scaled from a topographic map and have
 HW0310.an estimated accuracy of +/- 6 seconds.
 HW0310
 HW0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0310.The vertical order pertains to the NGVD 29 superseded value.
 HW0310
 HW0310.The geoid height was determined by GEOID03.
 HW0310
 HW0310;                    North         East    Units  Estimated Accuracy
 HW0310;SPC VA N     - 2,094,260.    3,501,670.      MT  (+/- 180 meters Scaled)
 HW0310
 HW0310                          SUPERSEDED SURVEY CONTROL
 HW0310
 HW0310  NGVD 29 (??/??/92)  795.816  (m)         2610.94   (f) ADJ UNCH    2 0
 HW0310
 HW0310.Superseded values are not recommended for survey control.
 HW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0310.See file dsdata.txt to determine how the superseded data were derived.
 HW0310
 HW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC196660(NAD 83)
 HW0310_MARKER: Q = CHISELED SQUARE
 HW0310_SETTING: 80 = SET IN A BOULDER
 HW0310_SP_SET: BOULDER
 HW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0310+STABILITY: SURFACE MOTION
 HW0310
 HW0310  HISTORY     - Date     Condition        Report By
 HW0310  HISTORY     - UNK      MONUMENTED       USGS
 HW0310  HISTORY     - 1935     GOOD             NGS
 HW0310
 HW0310                          STATION DESCRIPTION
 HW0310
 HW0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0310'0.8 MI W FROM ST LUKE MISSION.
 HW0310'ABOUT 0.8 MILE WEST ALONG THE TANNER RIDGE ROAD FROM THE ST.
 HW0310'LUKE MISSION, PAGE COUNTY, 45 FEET EAST OF A BOARD GATE, 13
 HW0310'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE
 HW0310'FENCE, ON THE TOP OF A 4- BY 6-FOOT BOULDER, AND ABOUT 2 FEET
 HW0310'ABOVE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3481 ***********************************************************************
 HV3481  DESIGNATION -  261.2 USGS
 HV3481  PID         -  HV3481
 HV3481  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3481  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3481
 HV3481                         *CURRENT SURVEY CONTROL
 HV3481  ___________________________________________________________________
 HV3481* NAD 83(1993)-  38 11 36.21549(N)    077 30 35.23227(W)     ADJUSTED  
 HV3481* NAVD 88     -        79.316  (meters)     260.22   (feet)  ADJUSTED  
 HV3481  ___________________________________________________________________
 HV3481  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HV3481  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3481  DYNAMIC HT  -          79.266 (meters)     260.06  (feet)  COMP
 HV3481  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 HV3481
 HV3481  HORZ ORDER  -  SECOND
 HV3481  VERT ORDER  -  SECOND    CLASS 0
 HV3481
 HV3481.The horizontal coordinates were established by classical geodetic methods
 HV3481.and adjusted by the National Geodetic Survey in November 1994..
 HV3481
 HV3481.The orthometric height was determined by differential leveling
 HV3481.and adjusted by the National Geodetic Survey in June 1991..
 HV3481
 HV3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3481
 HV3481.The geoid height was determined by GEOID03.
 HV3481
 HV3481.The dynamic height is computed by dividing the NAVD 88
 HV3481.geopotential number by the normal gravity value computed on the
 HV3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3481.degrees latitude (g = 980.6199 gals.).
 HV3481
 HV3481.The modeled gravity was interpolated from observed gravity values.
 HV3481
 HV3481;                    North         East     Units Scale Factor Converg.
 HV3481;SPC VA N     - 2,058,933.263 3,586,740.172   MT  0.99997561   +0 37 04.8
 HV3481;SPC VA N     - 6,755,016.88 11,767,496.71   sFT  0.99997561   +0 37 04.8
 HV3481;UTM  18      - 4,230,250.300   280,210.653   MT  1.00019498   -1 33 08.9
 HV3481
 HV3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3481!SPC VA N     -   0.99999265  x   0.99997561  =   0.99996826
 HV3481!UTM  18      -   0.99999265  x   1.00019498  =   1.00018762
 HV3481
 HV3481                          SUPERSEDED SURVEY CONTROL
 HV3481
 HV3481  NAD 83(1986)-  38 11 36.21672(N)    077 30 35.24642(W) AD(       ) 2
 HV3481  NAD 27      -  38 11 35.74150(N)    077 30 36.29690(W) AD(       ) 2
 HV3481  NGVD 29 (??/??/??)   79.607  (m)          261.18   (f) ADJUSTED    2 0
 HV3481
 HV3481.Superseded values are not recommended for survey control.
 HV3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3481.See file dsdata.txt to determine how the superseded data were derived.
 HV3481
 HV3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8021130250(NAD 83)
 HV3481_MARKER: Q = CHISELED SQUARE
 HV3481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3481_SP_SET: STEPS
 HV3481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3481
 HV3481  HISTORY     - Date     Condition        Report By
 HV3481  HISTORY     - 1959     MONUMENTED       CGS
 HV3481  HISTORY     - 1960     GOOD             CGS
 HV3481  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3481  HISTORY     - 20000912 MARK NOT FOUND   GEOMET
 HV3481
 HV3481                          STATION DESCRIPTION
 HV3481
 HV3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3481'STATION IS LOCATED IN MASSAPONAX ON THE WEST SIDE OF U.S.
 HV3481'ROUTE 1.  IT IS 458.548 METERS NORTH NORTHEAST OF TRIANGULATION
 HV3481'STATION MASSA.  STATION IS MARKED BY A CROSS IN THE SOUTHWEST
 HV3481'CORNER OF THE CONCRETE STEP AT THE ENTRANCE TO THE MASSAPONAX
 HV3481'BAPTIST CHURCH.
 HV3481
 HV3481                          STATION RECOVERY (1960)
 HV3481
 HV3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3481'AT MASSAPONAX.
 HV3481'AT MASSAPONAX, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND ROAD
 HV3481'608, 179 FEET WEST-NORTHWEST OF CENTER LINE OF HIGHWAY 1, 66
 HV3481'FEET NORTH OF CENTER LINE OF ROAD 608, ON TOP AND NEAR THE NORTHWEST
 HV3481'CORNER OF LOWER STEP TO SOUTH ENTRANCE OF MASSAPONAX BAPTIST
 HV3481'CHURCH, A 1 1/2 INCH OUTLINED CHISELED SQUARE.
 HV3481
 HV3481                          STATION RECOVERY (1998)
 HV3481
 HV3481'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3481'MARK NOT FOUND.
 HV3481
 HV3481                          STATION RECOVERY (2000)
 HV3481
 HV3481'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV3481'BELIEVED TO BE DESTROYED.  STEPS HAVE BEEN REPLACED WITH NEW STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3893 ***********************************************************************
 HV3893  DESIGNATION -  261=CATLETT USE
 HV3893  PID         -  HV3893
 HV3893  STATE/COUNTY-  VA/FAUQUIER
 HV3893  USGS QUAD   -  CATLETT (1978)
 HV3893
 HV3893                         *CURRENT SURVEY CONTROL
 HV3893  ___________________________________________________________________
 HV3893* NAD 83(1986)-  38 39 11.     (N)    077 38 25.     (W)     SCALED    
 HV3893* NAVD 88     -        79.529  (meters)     260.92   (feet)  ADJUSTED  
 HV3893  ___________________________________________________________________
 HV3893  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV3893  DYNAMIC HT  -          79.483 (meters)     260.77  (feet)  COMP
 HV3893  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 HV3893
 HV3893  VERT ORDER  -  SECOND    CLASS 0
 HV3893
 HV3893.The horizontal coordinates were scaled from a topographic map and have
 HV3893.an estimated accuracy of +/- 6 seconds.
 HV3893
 HV3893.The orthometric height was determined by differential leveling
 HV3893.and adjusted by the National Geodetic Survey in June 1991..
 HV3893
 HV3893.The geoid height was determined by GEOID03.
 HV3893
 HV3893.The dynamic height is computed by dividing the NAVD 88
 HV3893.geopotential number by the normal gravity value computed on the
 HV3893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3893.degrees latitude (g = 980.6199 gals.).
 HV3893
 HV3893.The modeled gravity was interpolated from observed gravity values.
 HV3893
 HV3893;                    North         East    Units  Estimated Accuracy
 HV3893;SPC VA N     - 2,109,840.    3,574,830.      MT  (+/- 180 meters Scaled)
 HV3893
 HV3893                          SUPERSEDED SURVEY CONTROL
 HV3893
 HV3893  NGVD 29 (??/??/??)   79.773  (m)          261.72   (f) ADJUSTED    2 0
 HV3893
 HV3893.Superseded values are not recommended for survey control.
 HV3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3893.See file dsdata.txt to determine how the superseded data were derived.
 HV3893
 HV3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH702815(NAD 83)
 HV3893_MARKER: Z = SEE DESCRIPTION
 HV3893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3893+STABILITY: SURFACE MOTION
 HV3893
 HV3893  HISTORY     - Date     Condition        Report By
 HV3893  HISTORY     - UNK      MONUMENTED       DOD
 HV3893  HISTORY     - 1935     GOOD             CGS
 HV3893  HISTORY     - 1966     MARK NOT FOUND   USGS
 HV3893
 HV3893                          STATION DESCRIPTION
 HV3893
 HV3893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3893'AT CATLETT.
 HV3893'AT CATLETT, FAUQUIER COUNTY, 132.6 FEET SOUTHWEST OF THE SOUTHWEST
 HV3893'END OF THE SOUTHERN RAILWAY STATION, 47 FEET SOUTH OF THE CENTER
 HV3893'OF A ROAD CROSSING, 6.4 FEET WEST OF A POWER-TRANSMISSION LINE
 HV3893'POLE, 29 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 233,
 HV3893'18.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH-BOUND
 HV3893'TRACK, AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST
 HV3893'STENCILED USBM.  A COPPER ROD, SET IN THE TOP OF A CONCRETE POST.
 HV3893
 HV3893                          STATION RECOVERY (1966)
 HV3893
 HV3893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HV3893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3476 ***********************************************************************
 HV3476  DESIGNATION -  264.0 USGS
 HV3476  PID         -  HV3476
 HV3476  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3476  USGS QUAD   -  LAKE ANNA EAST (1982)
 HV3476
 HV3476                         *CURRENT SURVEY CONTROL
 HV3476  ___________________________________________________________________
 HV3476* NAD 83(1986)-  38 02 42.     (N)    077 39 43.     (W)     SCALED    
 HV3476* NAVD 88     -        80.16   (+/-2cm)     263.0    (feet)  VERTCON   
 HV3476  ___________________________________________________________________
 HV3476  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3476
 HV3476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3476
 HV3476.The horizontal coordinates were scaled from a topographic map and have
 HV3476.an estimated accuracy of +/- 6 seconds.
 HV3476
 HV3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3476.The vertical order pertains to the NGVD 29 superseded value.
 HV3476
 HV3476.The geoid height was determined by GEOID03.
 HV3476
 HV3476;                    North         East    Units  Estimated Accuracy
 HV3476;SPC VA N     - 2,042,330.    3,573,560.      MT  (+/- 180 meters Scaled)
 HV3476
 HV3476                          SUPERSEDED SURVEY CONTROL
 HV3476
 HV3476  NGVD 29 (??/??/??)   80.433  (m)          263.89   (f) ADJUSTED    2 0
 HV3476
 HV3476.Superseded values are not recommended for survey control.
 HV3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3476.See file dsdata.txt to determine how the superseded data were derived.
 HV3476
 HV3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH664141(NAD 83)
 HV3476_MARKER: Q = CHISELED SQUARE
 HV3476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3476_SP_SET: BRIDGE
 HV3476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3476
 HV3476  HISTORY     - Date     Condition        Report By
 HV3476  HISTORY     - UNK      MONUMENTED       USGS
 HV3476  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV3476  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 HV3476
 HV3476                          STATION DESCRIPTION
 HV3476
 HV3476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3476'0.6 MI SE FROM CHEWINGS CORNER.
 HV3476'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF
 HV3476'COUNTY ROAD 622 AT CHEWINGS CORNER, SPOTSYLVANIA COUNTY, ABOUT
 HV3476'1.1 MILES NORTHWEST OF PARTLOW, AND ON THE TOP OF THE SOUTHWEST
 HV3476'CORNER OF A BRIDGE.  A CHISELED SQUARE.
 HV3476
 HV3476                          STATION RECOVERY (1998)
 HV3476
 HV3476'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1750 ***********************************************************************
 HV1750  DESIGNATION -  266 USGS
 HV1750  PID         -  HV1750
 HV1750  STATE/COUNTY-  VA/FAIRFAX
 HV1750  USGS QUAD   -  FALLS CHURCH (1994)
 HV1750
 HV1750                         *CURRENT SURVEY CONTROL
 HV1750  ___________________________________________________________________
 HV1750* NAD 83(1986)-  38 56 47.     (N)    077 09 34.     (W)     SCALED    
 HV1750* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 HV1750  ___________________________________________________________________
 HV1750  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV1750
 HV1750  VERT ORDER  -  SECOND    CLASS II (See Below)
 HV1750
 HV1750.The horizontal coordinates were scaled from a topographic map and have
 HV1750.an estimated accuracy of +/- 6 seconds.
 HV1750
 HV1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1750.The vertical order pertains to the NGVD 29 superseded value.
 HV1750
 HV1750.The geoid height was determined by GEOID03.
 HV1750
 HV1750;                    North         East    Units  Estimated Accuracy
 HV1750;SPC VA N     - 2,142,900.    3,616,210.      MT  (+/- 180 meters Scaled)
 HV1750
 HV1750                          SUPERSEDED SURVEY CONTROL
 HV1750
 HV1750  NGVD 29 (??/??/??)   81.059  (m)          265.94   (f) ADJUSTED    2 2
 HV1750
 HV1750.Superseded values are not recommended for survey control.
 HV1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1750.See file dsdata.txt to determine how the superseded data were derived.
 HV1750
 HV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ128130(NAD 83)
 HV1750_MARKER: DD = SURVEY DISK
 HV1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1750_SP_SET: CULVERT
 HV1750_STAMPING: 266
 HV1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1750
 HV1750  HISTORY     - Date     Condition        Report By
 HV1750  HISTORY     - UNK      MONUMENTED       USGS
 HV1750  HISTORY     - 1930     GOOD             PBPP
 HV1750
 HV1750                          STATION DESCRIPTION
 HV1750
 HV1750'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV1750'AT LANGLEY.
 HV1750'AT LANGLEY, FAIRFAX COUNTY, 225 FEET EAST OF THE METHODIST
 HV1750'CHURCH, 20 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 123 AND
 HV1750'STATE HIGHWAY 193, 24 FEET SOUTH OF THE CENTERLINE OF STATE
 HV1750'HIGHWAY 123, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP
 HV1750'OF THE HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV1750'DISK, STAMPED 266.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1704 ***********************************************************************
 HV1704  DESIGNATION -  267 USGS
 HV1704  PID         -  HV1704
 HV1704  STATE/COUNTY-  VA/ARLINGTON
 HV1704  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1704
 HV1704                         *CURRENT SURVEY CONTROL
 HV1704  ___________________________________________________________________
 HV1704* NAD 83(1986)-  38 53 46.     (N)    077 06 19.     (W)     SCALED    
 HV1704* NAVD 88     -        81.131  (meters)     266.18   (feet)  ADJUSTED  
 HV1704  ___________________________________________________________________
 HV1704  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV1704  DYNAMIC HT  -          81.087 (meters)     266.03  (feet)  COMP
 HV1704  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 HV1704
 HV1704  VERT ORDER  -  SECOND    CLASS 0
 HV1704
 HV1704.The horizontal coordinates were scaled from a topographic map and have
 HV1704.an estimated accuracy of +/- 6 seconds.
 HV1704
 HV1704.The orthometric height was determined by differential leveling
 HV1704.and adjusted by the National Geodetic Survey in June 1991..
 HV1704
 HV1704.The geoid height was determined by GEOID03.
 HV1704
 HV1704.The dynamic height is computed by dividing the NAVD 88
 HV1704.geopotential number by the normal gravity value computed on the
 HV1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1704.degrees latitude (g = 980.6199 gals.).
 HV1704
 HV1704.The modeled gravity was interpolated from observed gravity values.
 HV1704
 HV1704;                    North         East    Units  Estimated Accuracy
 HV1704;SPC VA N     - 2,137,390.    3,620,990.      MT  (+/- 180 meters Scaled)
 HV1704
 HV1704                          SUPERSEDED SURVEY CONTROL
 HV1704
 HV1704  NGVD 29 (??/??/??)   81.363  (m)          266.94   (f) ADJUSTED    2 0
 HV1704
 HV1704.Superseded values are not recommended for survey control.
 HV1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1704.See file dsdata.txt to determine how the superseded data were derived.
 HV1704
 HV1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ174073(NAD 83)
 HV1704_MARKER: DD = SURVEY DISK
 HV1704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1704_SP_SET: BUILDING
 HV1704_STAMPING: 267 1935
 HV1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1704
 HV1704  HISTORY     - Date     Condition        Report By
 HV1704  HISTORY     - 1935     MONUMENTED       USGS
 HV1704  HISTORY     - 1935     GOOD             CGS
 HV1704  HISTORY     - 1941     GOOD             CGS
 HV1704
 HV1704                          STATION DESCRIPTION
 HV1704
 HV1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV1704'AT CHERRYDALE.
 HV1704'AT CHERRYDALE, ARLINGTON COUNTY, ON LEE HIGHWAY (U.S. HIGHWAY
 HV1704'211), AT CHERRYDALE SCHOOL, 40 YARDS SOUTH OF THE CENTERLINE
 HV1704'OF THE HIGHWAY, AT THE NORTHEAST CORNER OF THE EAST BUILDING,
 HV1704'IN THE NORTH WALL, 1 FOOT WEST OF THE CORNER, AND ABOUT 2 FEET
 HV1704'ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV1704'DISK, STAMPED 267 1935 AND SET VERTICALLY.
 HV1704
 HV1704                          STATION RECOVERY (1941)
 HV1704
 HV1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2869 ***********************************************************************
 HV2869  DESIGNATION -  27 37 USGS
 HV2869  PID         -  HV2869
 HV2869  STATE/COUNTY-  VA/STAFFORD
 HV2869  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2869
 HV2869                         *CURRENT SURVEY CONTROL
 HV2869  ___________________________________________________________________
 HV2869* NAD 83(1986)-  38 18 10.     (N)    077 26 54.     (W)     SCALED    
 HV2869* NAVD 88     -         7.828  (meters)      25.68   (feet)  ADJUSTED  
 HV2869  ___________________________________________________________________
 HV2869  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2869  DYNAMIC HT  -           7.823 (meters)      25.67  (feet)  COMP
 HV2869  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 HV2869  OBS GRAVITY -     980,017.3   (mgal)                       GRAV_OBS
 HV2869
 HV2869  VERT ORDER  -  FIRST     CLASS I
 HV2869
 HV2869.The horizontal coordinates were scaled from a topographic map and have
 HV2869.an estimated accuracy of +/- 6 seconds.
 HV2869
 HV2869.The orthometric height was determined by differential leveling
 HV2869.and adjusted by the National Geodetic Survey in June 1991..
 HV2869
 HV2869.The geoid height was determined by GEOID03.
 HV2869
 HV2869.The dynamic height is computed by dividing the NAVD 88
 HV2869.geopotential number by the normal gravity value computed on the
 HV2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2869.degrees latitude (g = 980.6199 gals.).
 HV2869
 HV2869.The modeled gravity was interpolated from observed gravity values.
 HV2869.The observed gravity was obtained from relative gravimeter ties
 HV2869.to the IGSN71 gravity network.
 HV2869
 HV2869;                    North         East    Units  Estimated Accuracy
 HV2869;SPC VA N     - 2,071,130.    3,591,980.      MT  (+/- 180 meters Scaled)
 HV2869
 HV2869                          SUPERSEDED SURVEY CONTROL
 HV2869
 HV2869  NGVD 29 (??/??/??)    8.078  (m)           26.50   (f) ADJUSTED    1 1
 HV2869
 HV2869.Superseded values are not recommended for survey control.
 HV2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2869.See file dsdata.txt to determine how the superseded data were derived.
 HV2869
 HV2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH859422(NAD 83)
 HV2869_MARKER: DD = SURVEY DISK
 HV2869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2869_SP_SET: UNDERPASS WINGWALL
 HV2869_STAMPING: 27 37 AFK 1964
 HV2869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2869
 HV2869  HISTORY     - Date     Condition        Report By
 HV2869  HISTORY     - 1964     MONUMENTED       USGS
 HV2869  HISTORY     - 1972     GOOD             NGS
 HV2869  HISTORY     - 1978     GOOD             DMA
 HV2869  HISTORY     - 1984     GOOD             NGS
 HV2869  HISTORY     - 19960413 GOOD             USPSQD
 HV2869
 HV2869                          STATION DESCRIPTION
 HV2869
 HV2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2869'0.6 MI NE FROM FREDERICKSBURG.
 HV2869'ABOUT 0.6 MILE NORTHEAST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2869'POTOMAC RAILROAD FROM THE STATION AT FREDERICKSBURG, ABOUT 350
 HV2869'FEET SOUTH OF THE NEW STATE HIGHWAY 3 OVERPASS, 41 FEET SOUTHWEST
 HV2869'OF THE CENTER LINE OF OLD STATE HIGHWAY 3, 45 1/2 FEET NORTHWEST
 HV2869'OF TELEPHONE POLE 15 - 12, SET IN THE TOP OF THE BOTTOM SHELF
 HV2869'AT THE FOOT OF THE SOUTH CONCRETE WING WALL OF AN OLD DOUBLE
 HV2869'ARCHED UNDERPASS FOR THE OLD STATE HIGHWAY 3 AND 4 FEET ABOVE THE
 HV2869'LEVEL OF THE OLD HIGHWAY.
 HV2869
 HV2869                          STATION RECOVERY (1978)
 HV2869
 HV2869'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2869'RECOVERED IN GOOD CONDITION.
 HV2869
 HV2869                          STATION RECOVERY (1984)
 HV2869
 HV2869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2869'RECOVERED IN GOOD CONDITION.
 HV2869
 HV2869                          STATION RECOVERY (1996)
 HV2869
 HV2869'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV2869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5559 ***********************************************************************
 GV5559  DESIGNATION -  27 C OF R 1972
 GV5559  PID         -  GV5559
 GV5559  STATE/COUNTY-  VA/C OF RICHMOND
 GV5559  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5559
 GV5559                         *CURRENT SURVEY CONTROL
 GV5559  ___________________________________________________________________
 GV5559* NAD 83(1993)-  37 28 49.29566(N)    077 27 47.78294(W)     ADJUSTED  
 GV5559* NAVD 88     -        45.35   (+/-2cm)     148.8    (feet)  VERTCON   
 GV5559  ___________________________________________________________________
 GV5559  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GV5559  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5559
 GV5559  HORZ ORDER  -  SECOND
 GV5559  VERT ORDER  -  THIRD ? (See Below)
 GV5559
 GV5559.The horizontal coordinates were established by classical geodetic methods
 GV5559.and adjusted by the National Geodetic Survey in September 1995..
 GV5559
 GV5559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5559.The vertical order pertains to the NGVD 29 superseded value.
 GV5559
 GV5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5559
 GV5559.The geoid height was determined by GEOID03.
 GV5559
 GV5559;                    North         East     Units Scale Factor Converg.
 GV5559;SPC VA S     - 1,127,795.028 3,591,690.375   MT  0.99994733   +0 37 45.2
 GV5559;SPC VA S     - 3,700,107.52 11,783,737.51   sFT  0.99994733   +0 37 45.2
 GV5559;UTM  18      - 4,151,012.325   282,196.525   MT  1.00018437   -1 29 58.1
 GV5559
 GV5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5559!SPC VA S     -   0.99999808  x   0.99994733  =   0.99994541
 GV5559!UTM  18      -   0.99999808  x   1.00018437  =   1.00018245
 GV5559
 GV5559|---------------------------------------------------------------------|
 GV5559| PID    Reference Object                     Distance      Geod. Az  |
 GV5559|                                                           dddmmss.s |
 GV5559| GV5555 46 C OF R 1972                      308.981 METERS 08001     |
 GV5559| GV5551 28 C OF R 1972                      APPROX. 2.2 KM 1500909.8 |
 GV5559|---------------------------------------------------------------------|
 GV5559
 GV5559                          SUPERSEDED SURVEY CONTROL
 GV5559
 GV5559  NAD 83(1993)-  37 28 49.29560(N)    077 27 47.78282(W) AD(       ) 2
 GV5559  NAD 83(1986)-  37 28 49.30194(N)    077 27 47.79975(W) AD(       ) 2
 GV5559  NAD 27      -  37 28 48.77109(N)    077 27 48.85476(W) AD(       ) 2
 GV5559  NGVD 29 (07/19/86)   45.66   (m)          149.8    (f) LEVELING    3  
 GV5559
 GV5559.Superseded values are not recommended for survey control.
 GV5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5559.See file dsdata.txt to determine how the superseded data were derived.
 GV5559
 GV5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8219751012(NAD 83)
 GV5559_MARKER: I = METAL ROD
 GV5559_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5559_SP_SET: OBJECT IMBEDDED IN GROUND
 GV5559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5559
 GV5559  HISTORY     - Date     Condition        Report By
 GV5559  HISTORY     - 1972     MONUMENTED       VA2060
 GV5559  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5559  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5559  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5559
 GV5559                          STATION DESCRIPTION
 GV5559
 GV5559'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5559'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5559'SOUTH ON BELT BLVD. 1.90 MILES TO INTERSECTION WITH BROAD ROCK RD.,
 GV5559'THENCE WEST ON BROAD ROCK RD. 0.40 MILE TO INTERSECTION WITH BELT
 GV5559'BLVD., THENCE SOUTH ON BELT BLVD. 0.90 MILE TO INTERSECTION WITH
 GV5559'TERMINAL AVE., THENCE WEST ON TERMINAL 0.05 MILE TO RAILROAD
 GV5559'TRACKS, THENCE SOUTH ON SOUTHBOUND TRACK 548 FEET TO POINT NO.
 GV5559'27.
 GV5559'
 GV5559'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5559'
 GV5559'10.25 FEET S. W. OF C/L OF SOUTHBOUND TRACK, 75.3 FEET N. OF 5TH POLE
 GV5559'S. OF TERMINAL AVE., 108.7 FEET S. E. OF 4TH POLE S. OF TERMINAL
 GV5559'AVE.
 GV5559'
 GV5559'NEAREST TOWN--RICHMOND.
 GV5559
 GV5559                          STATION RECOVERY (1995)
 GV5559
 GV5559'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5559'MARK NOT FOUND.
 GV5559
 GV5559                          STATION RECOVERY (1999)
 GV5559
 GV5559'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5559'MARK NOT FOUND.
 GV5559
 GV5559                          STATION RECOVERY (2004)
 GV5559
 GV5559'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6981 ***********************************************************************
 HV6981  DESIGNATION -  27 NPG 1954
 HV6981  PID         -  HV6981
 HV6981  STATE/COUNTY-  VA/WESTMORELAND
 HV6981  USGS QUAD   -  STRATFORD HALL (1973)
 HV6981
 HV6981                         *CURRENT SURVEY CONTROL
 HV6981  ___________________________________________________________________
 HV6981* NAD 83(1993)-  38 09 46.87037(N)    076 50 09.57174(W)     ADJUSTED  
 HV6981* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 HV6981  ___________________________________________________________________
 HV6981  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HV6981  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HV6981
 HV6981  HORZ ORDER  -  SECOND
 HV6981
 HV6981.The horizontal coordinates were established by classical geodetic methods
 HV6981.and adjusted by the National Geodetic Survey in November 1994..
 HV6981
 HV6981.The orthometric height was scaled from a topographic map.
 HV6981
 HV6981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6981
 HV6981.The geoid height was determined by GEOID03.
 HV6981
 HV6981;                    North         East     Units Scale Factor Converg.
 HV6981;SPC VA N     - 2,056,415.645 3,645,818.821   MT  0.99997964   +1 02 18.7
 HV6981;SPC VA N     - 6,746,757.00 11,961,323.92   sFT  0.99997964   +1 02 18.7
 HV6981;SPC MD       -    55,110.623   414,373.642   MT  1.00002665   +0 06 10.6
 HV6981;SPC MD       -   180,808.77  1,359,490.86   sFT  1.00002665   +0 06 10.6
 HV6981;UTM  18      - 4,225,495.302   339,155.708   MT  0.99991863   -1 08 04.9
 HV6981
 HV6981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6981!SPC VA N     -   0.99999998  x   0.99997964  =   0.99997962
 HV6981!SPC MD       -   0.99999998  x   1.00002665  =   1.00002663
 HV6981!UTM  18      -   0.99999998  x   0.99991863  =   0.99991861
 HV6981
 HV6981                          SUPERSEDED SURVEY CONTROL
 HV6981
 HV6981  NAD 83(1993)-  38 09 46.86937(N)    076 50 09.57788(W) AD(       ) 2
 HV6981  NAD 83(1986)-  38 09 46.87078(N)    076 50 09.58755(W) AD(       ) 2
 HV6981  NAD 27      -  38 09 46.40200(N)    076 50 10.70900(W) AD(       ) 2
 HV6981
 HV6981.Superseded values are not recommended for survey control.
 HV6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6981.See file dsdata.txt to determine how the superseded data were derived.
 HV6981
 HV6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3915625495(NAD 83)
 HV6981_MARKER: Z = SEE DESCRIPTION
 HV6981_SETTING: 0 = UNSPECIFIED SETTING
 HV6981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6981
 HV6981  HISTORY     - Date     Condition        Report By
 HV6981  HISTORY     - 1954     MONUMENTED       CGS
 HV6981  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6981  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6981
 HV6981                          STATION DESCRIPTION
 HV6981
 HV6981'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6981'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF THE VILLAGE OF
 HV6981'OAK GROVE, ON THE PROPERTY OF THE ROBERT E. LEE MEMORIAL
 HV6981'FOUNDATION AND IT IS ON THE SOUTH BANK OF THE POTOMAC RIVER.  IT
 HV6981'IS 20 FEET SOUTH OF THE SOUTH BANK OF THE POTOMAC RIVER.  IT IS A
 HV6981'STEEL PIPE 3 INCHES IN DIAMETER, 4 FEET HIGH AND A INSTRUMENT
 HV6981'THREAD MOUNTED ON THE TOP.  THE BUILDING WHICH THE TRANSIT
 HV6981'PEDESTAL IS MOUNTED IN IS 5 X 5 AND ABOUT 10 FEET HIGH.
 HV6981'
 HV6981'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HV6981'STRATFORD TO THE TOP AND THE CENTER OF THE PIPE, (TRANSIT
 HV6981'PEDESTAL).  THE DISTANCE IS 29.64 FEET 9.034 METERS.
 HV6981'
 HV6981'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY
 HV6981'NO 3, TURN LEFT ON STATE HIGHWAY 3 FOR 10.05 MILES TO THE VILLAGE
 HV6981'OF OAK GROVE AND THE JUNCTION OF STATE HIGHWAY 3 AND 205,
 HV6981'CONTINUE ON STATE HIGHWAY 3 FOR 8.2 MILES TO STATE HIGHWAY 214,
 HV6981'TURN LEFT ON STATE HIGHWAY 214 FOR 1.15 MILES TO THE ENTRANCE TO
 HV6981'STRATFORD HALL, TURN LEFT FOR 0.5 MILE TO A FORK, KEEP RIGHT FOR
 HV6981'0.1 MILE TO ANOTHER FORK, KEEP RIGHT FOR 0.35 MILE TO ANOTHER
 HV6981'FORK, TAKE LEFT FORK ON A GRADED ROAD FOR 0.7 MILE TO A SHARP
 HV6981'RIGHT TURN.  HERE CONTINUE STRAIGHT AHEAD ON A TRACK-ROAD TO THE
 HV6981'STATION AS DESCRIBED.
 HV6981
 HV6981                          STATION RECOVERY (1998)
 HV6981
 HV6981'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6981'MARK NOT FOUND.
 HV6981
 HV6981                          STATION RECOVERY (2003)
 HV6981
 HV6981'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2498 ***********************************************************************
 GW2498  DESIGNATION -  27 RAK
 GW2498  PID         -  GW2498
 GW2498  STATE/COUNTY-  VA/AMHERST
 GW2498  USGS QUAD   -  BIG ISLAND (1983)
 GW2498
 GW2498                         *CURRENT SURVEY CONTROL
 GW2498  ___________________________________________________________________
 GW2498* NAD 83(1993)-  37 33 35.02338(N)    079 15 09.02454(W)     ADJUSTED  
 GW2498* NAVD 88     -       209.6    (meters)     688.     (feet)  VERTCON   
 GW2498  ___________________________________________________________________
 GW2498  X           -     944,061.653 (meters)                     COMP
 GW2498  Y           -  -4,973,703.456 (meters)                     COMP
 GW2498  Z           -   3,866,929.440 (meters)                     COMP
 GW2498  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 GW2498  ELLIP HEIGHT-         177.48  (meters)          (05/17/02) GPS OBS
 GW2498  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2498
 GW2498  HORZ ORDER  -  FIRST
 GW2498  ELLP ORDER  -  FOURTH    CLASS II
 GW2498
 GW2498.The horizontal coordinates were established by GPS observations
 GW2498.and adjusted by the National Geodetic Survey in November 1994..
 GW2498
 GW2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2498
 GW2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2498
 GW2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2498
 GW2498.The ellipsoidal height was determined by GPS observations
 GW2498.and is referenced to NAD 83.
 GW2498
 GW2498.The geoid height was determined by GEOID03.
 GW2498
 GW2498;                    North         East     Units Scale Factor Converg.
 GW2498;SPC VA S     - 1,136,365.025 3,433,516.250   MT  0.99995101   -0 27 24.2
 GW2498;SPC VA S     - 3,728,224.25 11,264,794.56   sFT  0.99995101   -0 27 24.2
 GW2498;UTM  17      - 4,158,402.884   654,344.141   MT  0.99989343   +1 03 55.7
 GW2498
 GW2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2498!SPC VA S     -   0.99997215  x   0.99995101  =   0.99992316
 GW2498!UTM  17      -   0.99997215  x   0.99989343  =   0.99986558
 GW2498
 GW2498                          SUPERSEDED SURVEY CONTROL
 GW2498
 GW2498  ELLIP H (11/14/94)  177.54   (m)                       GP(       ) 4 2
 GW2498  NAD 83(1986)-  37 33 35.02829(N)    079 15 09.03678(W) AD(       ) 1
 GW2498  NGVD 29 (07/01/93)  209.8    (m)          688.     (f) GPS OBS        
 GW2498
 GW2498.Superseded values are not recommended for survey control.
 GW2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2498.See file dsdata.txt to determine how the superseded data were derived.
 GW2498
 GW2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5434458403(NAD 83)
 GW2498_MARKER: DB = BENCH MARK DISK
 GW2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2498_SP_SET: CONCRETE POST
 GW2498_STAMPING: 27 RAK 1962
 GW2498_MARK LOGO: DI    
 GW2498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2498+STABILITY: SURFACE MOTION
 GW2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2498+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 GW2498
 GW2498  HISTORY     - Date     Condition        Report By
 GW2498  HISTORY     - 1962     MONUMENTED       USGS
 GW2498  HISTORY     - 19920213 GOOD             MSI
 GW2498
 GW2498                          STATION DESCRIPTION
 GW2498
 GW2498'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2498'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, IN THE TOWN OF
 GW2498'PEDLAR MILL.
 GW2498'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 130,
 GW2498'PROCEED NORTHWEST ALONG S.R. 130 TO THE INTERSECTION WITH S.R. 635.
 GW2498'TURN RIGHT ONTO S.R. 635 AND TRAVEL NORTH 1.5 MI (2.4 KM) TO THE
 GW2498'STATION ON THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT CROSSING THE
 GW2498'PEDLAR RIVER.
 GW2498'THE STATION IS A STANDARD US DEPT OF THE INTERIOR BENCKMARK DISK
 GW2498'STAMPED 27 RAK 1962.  THE DISK IS LOCATED 15.1 FT (4.6 M) NORTH OF
 GW2498'THE CENTERLINE OF S.R 635 AND APPROXIMATELY 160 FT (48.8 M) WEST OF
 GW2498'THE CENTERLINE OF S.R 643.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0982 ***********************************************************************
 GV0982  DESIGNATION -  27 USGS
 GV0982  PID         -  GV0982
 GV0982  STATE/COUNTY-  VA/KING WILLIAM
 GV0982  USGS QUAD   -  NEW KENT (1978)
 GV0982
 GV0982                         *CURRENT SURVEY CONTROL
 GV0982  ___________________________________________________________________
 GV0982* NAD 83(1986)-  37 35 07.     (N)    076 59 26.     (W)     SCALED    
 GV0982* NAVD 88     -         7.953  (meters)      26.09   (feet)  ADJUSTED  
 GV0982  ___________________________________________________________________
 GV0982  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV0982  DYNAMIC HT  -           7.947 (meters)      26.07  (feet)  COMP
 GV0982  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 GV0982
 GV0982  VERT ORDER  -  SECOND    CLASS 0
 GV0982
 GV0982.The horizontal coordinates were scaled from a topographic map and have
 GV0982.an estimated accuracy of +/- 6 seconds.
 GV0982
 GV0982.The orthometric height was determined by differential leveling
 GV0982.and adjusted by the National Geodetic Survey in June 1991..
 GV0982
 GV0982.The geoid height was determined by GEOID03.
 GV0982
 GV0982.The dynamic height is computed by dividing the NAVD 88
 GV0982.geopotential number by the normal gravity value computed on the
 GV0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0982.degrees latitude (g = 980.6199 gals.).
 GV0982
 GV0982.The modeled gravity was interpolated from observed gravity values.
 GV0982
 GV0982;                    North         East    Units  Estimated Accuracy
 GV0982;SPC VA S     - 1,140,000.    3,633,310.      MT  (+/- 180 meters Scaled)
 GV0982
 GV0982                          SUPERSEDED SURVEY CONTROL
 GV0982
 GV0982  NGVD 29 (??/??/??)    8.322  (m)           27.30   (f) ADJUSTED    2 0
 GV0982
 GV0982.Superseded values are not recommended for survey control.
 GV0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0982.See file dsdata.txt to determine how the superseded data were derived.
 GV0982
 GV0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG242616(NAD 83)
 GV0982_MARKER: DD = SURVEY DISK
 GV0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0982_SP_SET: GATE POST
 GV0982_STAMPING: 27.254 1917
 GV0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0982+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0982
 GV0982  HISTORY     - Date     Condition        Report By
 GV0982  HISTORY     - 1917     MONUMENTED       USGS
 GV0982  HISTORY     - 1963     GOOD             CGS
 GV0982  HISTORY     - 1991     GOOD             USPSQD
 GV0982  HISTORY     - 19990325 GOOD             USPSQD
 GV0982  HISTORY     - 20031124 GOOD             USPSQD
 GV0982  HISTORY     - 20060218 GOOD             USPSQD
 GV0982
 GV0982                          STATION DESCRIPTION
 GV0982
 GV0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV0982'AT LESTER MANOR.
 GV0982'AT LESTER MANOR, KING WILLIAM COUNTY, ON THE SOUTHERN RAILWAY,
 GV0982'97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 27.3
 GV0982'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AT THE ENTRANCE
 GV0982'TO LESTER MANOR, IN THE NORTH FACE OF THE WEST CONCRETE GATEPOST,
 GV0982'AND 3.5 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 GV0982'STANDARD DISK, STAMPED 27.254 1917 AND SET VERTICALLY.  NOTE-- IT
 GV0982'WAS REPORTED IN MARCH 1951 THAT THIS MARK HAS SETTLED ABOUT 0.25
 GV0982'FOOT SINCE 1942.
 GV0982
 GV0982                          STATION RECOVERY (1991)
 GV0982
 GV0982'RECOVERY NOTE BY US POWER SQUADRON 1991 (CDL)
 GV0982'RECOVERED IN GOOD CONDITION.
 GV0982
 GV0982                          STATION RECOVERY (1999)
 GV0982
 GV0982'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0982'RECOVERED IN GOOD CONDITION.
 GV0982
 GV0982                          STATION RECOVERY (2003)
 GV0982
 GV0982'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0982'RECOVERED IN GOOD CONDITION.
 GV0982
 GV0982                          STATION RECOVERY (2006)
 GV0982
 GV0982'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0537 ***********************************************************************
 FX0537  DESIGNATION -  27 USN
 FX0537  PID         -  FX0537
 FX0537  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0537  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0537
 FX0537                         *CURRENT SURVEY CONTROL
 FX0537  ___________________________________________________________________
 FX0537* NAD 83(1986)-  36 48 30.     (N)    076 01 14.     (W)     SCALED    
 FX0537* NAVD 88     -         5.575  (meters)      18.29   (feet)  ADJUSTED  
 FX0537  ___________________________________________________________________
 FX0537  GEOID HEIGHT-         -37.69  (meters)                     GEOID03
 FX0537  DYNAMIC HT  -           5.571 (meters)      18.28  (feet)  COMP
 FX0537  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 FX0537
 FX0537  VERT ORDER  -  FIRST     CLASS I
 FX0537
 FX0537.The horizontal coordinates were scaled from a topographic map and have
 FX0537.an estimated accuracy of +/- 6 seconds.
 FX0537
 FX0537.The orthometric height was determined by differential leveling
 FX0537.and adjusted by the National Geodetic Survey in June 1991..
 FX0537
 FX0537.The geoid height was determined by GEOID03.
 FX0537
 FX0537.The dynamic height is computed by dividing the NAVD 88
 FX0537.geopotential number by the normal gravity value computed on the
 FX0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0537.degrees latitude (g = 980.6199 gals.).
 FX0537
 FX0537.The modeled gravity was interpolated from observed gravity values.
 FX0537
 FX0537;                    North         East    Units  Estimated Accuracy
 FX0537;SPC VA S     - 1,055,620.    3,721,230.      MT  (+/- 180 meters Scaled)
 FX0537
 FX0537                          SUPERSEDED SURVEY CONTROL
 FX0537
 FX0537  NGVD 29 (??/??/92)    5.818  (m)           19.09   (f) ADJ UNCH    1 1
 FX0537
 FX0537.Superseded values are not recommended for survey control.
 FX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0537.See file dsdata.txt to determine how the superseded data were derived.
 FX0537
 FX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF089740(NAD 83)
 FX0537_MARKER: DD = SURVEY DISK
 FX0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0537_STAMPING: 27
 FX0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0537+STABILITY: SURFACE MOTION
 FX0537
 FX0537  HISTORY     - Date     Condition        Report By
 FX0537  HISTORY     - UNK      MONUMENTED       DOD
 FX0537  HISTORY     - 1963     GOOD             NGS
 FX0537  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 FX0537
 FX0537                          STATION DESCRIPTION
 FX0537
 FX0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0537'AT OCEANA NAVAL AIR STA.
 FX0537'AT OCEANA NAVAL AIR STATION, ABOUT 0.9 MILE NORTHWEST ALONG
 FX0537'PRINCESS ANNE ROAD FROM THE MAIN GATE, ABOUT 0.15 MILE NORTHWEST
 FX0537'OF SENTRY GATE, AT THE JUNCTION OF G-AVENUE, 49.5 FEET SOUTH
 FX0537'OF THE CENTER OF THE JUNCTION, 9.8 FEET SOUTHEAST OF A WOODEN
 FX0537'POST SUPPORTING A STOP SIGN, 1.8 FEET SOUTHWEST OF THE SOUTHWEST
 FX0537'CURB, 76.5 FEET NORTHWEST OF POWER POLE D-6, ABOUT 3 INCHES
 FX0537'ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 FX0537'POST THAT IS FLUSH WITH THE GROUND.
 FX0537
 FX0537                          STATION RECOVERY (2001)
 FX0537
 FX0537'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0537'MARK NOT FOUND. POWER POLE D-6 NO LONGER EXISTS. THERE HAVE BEEN MANY
 FX0537'CHANGES MADE IN THIS AREA WHICH HAS PROBABLY RESULTED IN THE STATION
 FX0537'BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4345 ***********************************************************************
 HV4345  DESIGNATION -  27.2
 HV4345  PID         -  HV4345
 HV4345  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV4345  USGS QUAD   -  WIDEWATER (1978)
 HV4345
 HV4345                         *CURRENT SURVEY CONTROL
 HV4345  ___________________________________________________________________
 HV4345* NAD 83(1986)-  38 28 35.     (N)    077 19 09.     (W)     SCALED    
 HV4345* NAVD 88     -         7.966  (meters)      26.14   (feet)  POSTED    
 HV4345  ___________________________________________________________________
 HV4345  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV4345  DYNAMIC HT  -           7.960 (meters)      26.12  (feet)  COMP
 HV4345  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 HV4345
 HV4345  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HV4345
 HV4345.The horizontal coordinates were scaled from a topographic map and have
 HV4345.an estimated accuracy of +/- 6 seconds.
 HV4345
 HV4345.The orthometric height was determined by differential leveling
 HV4345.and adjusted by the National Geodetic Survey in 1992..
 HV4345.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HV4345.rate of 1.1 thru 2.0 mm/km.
 HV4345
 HV4345.The geoid height was determined by GEOID03.
 HV4345
 HV4345.The dynamic height is computed by dividing the NAVD 88
 HV4345.geopotential number by the normal gravity value computed on the
 HV4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV4345.degrees latitude (g = 980.6199 gals.).
 HV4345
 HV4345.The modeled gravity was interpolated from observed gravity values.
 HV4345
 HV4345;                    North         East    Units  Estimated Accuracy
 HV4345;SPC VA N     - 2,090,540.    3,603,030.      MT  (+/- 180 meters Scaled)
 HV4345
 HV4345                          SUPERSEDED SURVEY CONTROL
 HV4345
 HV4345  NGVD 29 (??/??/??)    8.252  (m)           27.07   (f) ADJUSTED    1 2
 HV4345
 HV4345.Superseded values are not recommended for survey control.
 HV4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4345.See file dsdata.txt to determine how the superseded data were derived.
 HV4345
 HV4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH976612(NAD 83)
 HV4345_MARKER: Q = CHISELED SQUARE
 HV4345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV4345_SP_SET: CONCRETE BASE
 HV4345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4345
 HV4345  HISTORY     - Date     Condition        Report By
 HV4345  HISTORY     - 1927     MONUMENTED       USGS
 HV4345  HISTORY     - 1941     GOOD             CGS
 HV4345  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV4345
 HV4345                          STATION DESCRIPTION
 HV4345
 HV4345'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV4345'0.9 MI NE FROM WIDE WATER.
 HV4345'0.9 MILE NORTHEAST ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV4345'RAILROAD FROM THE STATION AT WIDE WATER, STAFFORD COUNTY, AT SIGNAL
 HV4345'TOWER 752, AND ON THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 HV4345'BASE.  A CHISELED SQUARE MARKED USBM 27.2.
 HV4345
 HV4345                          STATION RECOVERY (1971)
 HV4345
 HV4345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV4345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0506 ***********************************************************************
 FZ0506  DESIGNATION -  272
 FZ0506  PID         -  FZ0506
 FZ0506  STATE/COUNTY-  VA/WYTHE
 FZ0506  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0506
 FZ0506                         *CURRENT SURVEY CONTROL
 FZ0506  ___________________________________________________________________
 FZ0506* NAD 83(1986)-  36 58 23.     (N)    080 56 20.     (W)     SCALED    
 FZ0506* NAVD 88     -       616.309  (meters)    2022.01   (feet)  ADJUSTED  
 FZ0506  ___________________________________________________________________
 FZ0506  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FZ0506  DYNAMIC HT  -         615.744 (meters)    2020.15  (feet)  COMP
 FZ0506  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 FZ0506
 FZ0506  VERT ORDER  -  FIRST     CLASS II
 FZ0506
 FZ0506.The horizontal coordinates were scaled from a topographic map and have
 FZ0506.an estimated accuracy of +/- 6 seconds.
 FZ0506
 FZ0506.The orthometric height was determined by differential leveling
 FZ0506.and adjusted by the National Geodetic Survey in June 1991..
 FZ0506
 FZ0506.The geoid height was determined by GEOID03.
 FZ0506
 FZ0506.The dynamic height is computed by dividing the NAVD 88
 FZ0506.geopotential number by the normal gravity value computed on the
 FZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0506.degrees latitude (g = 980.6199 gals.).
 FZ0506
 FZ0506.The modeled gravity was interpolated from observed gravity values.
 FZ0506
 FZ0506;                    North         East    Units  Estimated Accuracy
 FZ0506;SPC VA S     - 1,073,800.    3,282,870.      MT  (+/- 180 meters Scaled)
 FZ0506
 FZ0506                          SUPERSEDED SURVEY CONTROL
 FZ0506
 FZ0506  NGVD 29 (??/??/92)  616.396  (m)         2022.29   (f) ADJ UNCH    1 2
 FZ0506
 FZ0506.Superseded values are not recommended for survey control.
 FZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0506.See file dsdata.txt to determine how the superseded data were derived.
 FZ0506
 FZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA054918(NAD 83)
 FZ0506_MARKER: O = CHISELED CIRCLE
 FZ0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0506_SP_SET: BRIDGE
 FZ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0506
 FZ0506  HISTORY     - Date     Condition        Report By
 FZ0506  HISTORY     - UNK      MONUMENTED       NWRR
 FZ0506  HISTORY     - 1934     GOOD             NGS
 FZ0506
 FZ0506                          STATION DESCRIPTION
 FZ0506
 FZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0506'0.6 MI E FROM MAX MEADOWS.
 FZ0506'0.6 MILE EAST ALONG NORFOLK AND WESTERN RAILWAY FROM MAX MEADOWS,
 FZ0506'WYTHE COUNTY, AT BRIDGE 272, AND ON THE SOUTH END OF THE WEST
 FZ0506'BACK WALL.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3890 ***********************************************************************
 HV3890  DESIGNATION -  273=CALVERTON USE
 HV3890  PID         -  HV3890
 HV3890  STATE/COUNTY-  VA/FAUQUIER
 HV3890  USGS QUAD   -  CATLETT (1978)
 HV3890
 HV3890                         *CURRENT SURVEY CONTROL
 HV3890  ___________________________________________________________________
 HV3890* NAD 83(1986)-  38 37 59.     (N)    077 40 14.     (W)     SCALED    
 HV3890* NAVD 88     -        82.994  (meters)     272.29   (feet)  ADJUSTED  
 HV3890  ___________________________________________________________________
 HV3890  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV3890  DYNAMIC HT  -          82.946 (meters)     272.13  (feet)  COMP
 HV3890  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 HV3890
 HV3890  VERT ORDER  -  SECOND    CLASS 0
 HV3890
 HV3890.The horizontal coordinates were scaled from a topographic map and have
 HV3890.an estimated accuracy of +/- 6 seconds.
 HV3890
 HV3890.The orthometric height was determined by differential leveling
 HV3890.and adjusted by the National Geodetic Survey in June 1991..
 HV3890
 HV3890.The geoid height was determined by GEOID03.
 HV3890
 HV3890.The dynamic height is computed by dividing the NAVD 88
 HV3890.geopotential number by the normal gravity value computed on the
 HV3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3890.degrees latitude (g = 980.6199 gals.).
 HV3890
 HV3890.The modeled gravity was interpolated from observed gravity values.
 HV3890
 HV3890;                    North         East    Units  Estimated Accuracy
 HV3890;SPC VA N     - 2,107,590.    3,572,220.      MT  (+/- 180 meters Scaled)
 HV3890
 HV3890                          SUPERSEDED SURVEY CONTROL
 HV3890
 HV3890  NGVD 29 (??/??/??)   83.238  (m)          273.09   (f) ADJUSTED    2 0
 HV3890
 HV3890.Superseded values are not recommended for survey control.
 HV3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3890.See file dsdata.txt to determine how the superseded data were derived.
 HV3890
 HV3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH675794(NAD 83)
 HV3890_MARKER: Z = SEE DESCRIPTION
 HV3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3890+STABILITY: SURFACE MOTION
 HV3890
 HV3890  HISTORY     - Date     Condition        Report By
 HV3890  HISTORY     - UNK      MONUMENTED       DOD
 HV3890  HISTORY     - 1935     GOOD             CGS
 HV3890  HISTORY     - 1966     MARK NOT FOUND   USGS
 HV3890
 HV3890                          STATION DESCRIPTION
 HV3890
 HV3890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3890'AT CALVERTON.
 HV3890'AT CALVERTON, FAUQUIER COUNTY, ABOUT 225 FEET NORTHEAST OF THE
 HV3890'SOUTHERN RAILWAY STATION, ABOUT 100 FEET SOUTHEAST OF THE POST
 HV3890'OFFICE, 25 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, AND
 HV3890'12 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A COPPER ROD, SET IN
 HV3890'THE TOP OF A CONCRETE POST.
 HV3890
 HV3890                          STATION RECOVERY (1966)
 HV3890
 HV3890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HV3890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3247 ***********************************************************************
 HV3247  DESIGNATION -  274.35 USGS
 HV3247  PID         -  HV3247
 HV3247  STATE/COUNTY-  VA/ORANGE
 HV3247  USGS QUAD   -  MINE RUN (1981)
 HV3247
 HV3247                         *CURRENT SURVEY CONTROL
 HV3247  ___________________________________________________________________
 HV3247* NAD 83(1986)-  38 21 10.     (N)    077 45 11.     (W)     SCALED    
 HV3247* NAVD 88     -        83.204  (meters)     272.98   (feet)  ADJUSTED  
 HV3247  ___________________________________________________________________
 HV3247  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3247  DYNAMIC HT  -          83.153 (meters)     272.81  (feet)  COMP
 HV3247  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 HV3247
 HV3247  VERT ORDER  -  SECOND    CLASS 0
 HV3247
 HV3247.The horizontal coordinates were scaled from a topographic map and have
 HV3247.an estimated accuracy of +/- 6 seconds.
 HV3247
 HV3247.The orthometric height was determined by differential leveling
 HV3247.and adjusted by the National Geodetic Survey in June 1991..
 HV3247
 HV3247.The geoid height was determined by GEOID03.
 HV3247
 HV3247.The dynamic height is computed by dividing the NAVD 88
 HV3247.geopotential number by the normal gravity value computed on the
 HV3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3247.degrees latitude (g = 980.6199 gals.).
 HV3247
 HV3247.The modeled gravity was interpolated from observed gravity values.
 HV3247
 HV3247;                    North         East    Units  Estimated Accuracy
 HV3247;SPC VA N     - 2,076,420.    3,565,290.      MT  (+/- 180 meters Scaled)
 HV3247
 HV3247                          SUPERSEDED SURVEY CONTROL
 HV3247
 HV3247  NGVD 29 (??/??/??)   83.461  (m)          273.82   (f) ADJUSTED    2 0
 HV3247
 HV3247.Superseded values are not recommended for survey control.
 HV3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3247.See file dsdata.txt to determine how the superseded data were derived.
 HV3247
 HV3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH594485(NAD 83)
 HV3247_MARKER: Q = CHISELED SQUARE
 HV3247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3247_SP_SET: BRIDGE
 HV3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3247
 HV3247  HISTORY     - Date     Condition        Report By
 HV3247  HISTORY     - UNK      MONUMENTED       USGS
 HV3247  HISTORY     - 1941     GOOD             CGS
 HV3247  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3247  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3247
 HV3247                          STATION DESCRIPTION
 HV3247
 HV3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3247'1.1 MI SE FROM FLAT RUN.
 HV3247'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE CHURCH AT
 HV3247'FLATRUN, ORANGE COUNTY, AT THE CONCRETE BRIDGE OVER FLAT RUN, AND
 HV3247'ON THE TOP OF THE SOUTHEAST COPING.  A CHISELED SQUARE.
 HV3247
 HV3247                          STATION RECOVERY (1998)
 HV3247
 HV3247'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3247'MARK NOT FOUND.
 HV3247
 HV3247                          STATION RECOVERY (2003)
 HV3247
 HV3247'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2506 ***********************************************************************
 GV2506  DESIGNATION -  274.7 USGS
 GV2506  PID         -  GV2506
 GV2506  STATE/COUNTY-  VA/LOUISA
 GV2506  USGS QUAD   -  BUCKNER (1973)
 GV2506
 GV2506                         *CURRENT SURVEY CONTROL
 GV2506  ___________________________________________________________________
 GV2506* NAD 83(1986)-  37 59 45.     (N)    077 45 21.     (W)     SCALED    
 GV2506* NAVD 88     -        83.441  (meters)     273.76   (feet)  ADJUSTED  
 GV2506  ___________________________________________________________________
 GV2506  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GV2506  DYNAMIC HT  -          83.386 (meters)     273.58  (feet)  COMP
 GV2506  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 GV2506
 GV2506  VERT ORDER  -  SECOND    CLASS 0
 GV2506
 GV2506.The horizontal coordinates were scaled from a topographic map and have
 GV2506.an estimated accuracy of +/- 6 seconds.
 GV2506
 GV2506.The orthometric height was determined by differential leveling
 GV2506.and adjusted by the National Geodetic Survey in June 1991..
 GV2506
 GV2506.The geoid height was determined by GEOID03.
 GV2506
 GV2506.The dynamic height is computed by dividing the NAVD 88
 GV2506.geopotential number by the normal gravity value computed on the
 GV2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2506.degrees latitude (g = 980.6199 gals.).
 GV2506
 GV2506.The modeled gravity was interpolated from observed gravity values.
 GV2506
 GV2506;                    North         East    Units  Estimated Accuracy
 GV2506;SPC VA S     - 1,184,760.    3,565,370.      MT  (+/- 180 meters Scaled)
 GV2506
 GV2506                          SUPERSEDED SURVEY CONTROL
 GV2506
 GV2506  NGVD 29 (??/??/??)   83.794  (m)          274.91   (f) ADJUSTED    2 0
 GV2506
 GV2506.Superseded values are not recommended for survey control.
 GV2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2506.See file dsdata.txt to determine how the superseded data were derived.
 GV2506
 GV2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH580089(NAD 83)
 GV2506_MARKER: N = NAIL
 GV2506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2506_SP_SET: OAK TREE
 GV2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2506
 GV2506  HISTORY     - Date     Condition        Report By
 GV2506  HISTORY     - UNK      MONUMENTED       USGS
 GV2506  HISTORY     - 1935     GOOD             CGS
 GV2506  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2506  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2506
 GV2506                          STATION DESCRIPTION
 GV2506
 GV2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2506'2.7 MI N FROM BUCKNERS.
 GV2506'2.7 MILES NORTH ALONG COUNTRY ROAD 652 FROM THE CHESAPEAKE
 GV2506'AND OHIO RAILWAY STATION AT BUCKNERS, LOUISA COUNTY, ABOUT
 GV2506'80 FEET NORTH OF BENCH MARK T.T.S. 59 (U.S.G.S.), DESCRIBED
 GV2506'ABOVE, OPPOSITE THE CENTER OF THE CROSSING OF COUNTY ROAD 622,
 GV2506'AND IN THE ROOT OF A 12-INCH OAK TREE.  A UNITED STATES GEOLOGICAL
 GV2506'SURVEY STANDARD COPPER NAIL AND WASHER.
 GV2506
 GV2506                          STATION RECOVERY (1998)
 GV2506
 GV2506'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2506'MARK NOT FOUND.
 GV2506
 GV2506                          STATION RECOVERY (2002)
 GV2506
 GV2506'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2506' 
 GV2506' 
 GV2506' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2750 ***********************************************************************
 HV2750  DESIGNATION -  276
 HV2750  PID         -  HV2750
 HV2750  STATE/COUNTY-  VA/LOUDOUN
 HV2750  USGS QUAD   -  HERNDON (1994)
 HV2750
 HV2750                         *CURRENT SURVEY CONTROL
 HV2750  ___________________________________________________________________
 HV2750* NAD 83(1986)-  38 58 02.     (N)    077 26 58.     (W)     SCALED    
 HV2750* NAVD 88     -        84.006  (meters)     275.61   (feet)  ADJUSTED  
 HV2750  ___________________________________________________________________
 HV2750  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV2750  DYNAMIC HT  -          83.960 (meters)     275.46  (feet)  COMP
 HV2750  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 HV2750
 HV2750  VERT ORDER  -  SECOND    CLASS 0
 HV2750
 HV2750.The horizontal coordinates were scaled from a topographic map and have
 HV2750.an estimated accuracy of +/- 6 seconds.
 HV2750
 HV2750.The orthometric height was determined by differential leveling
 HV2750.and adjusted by the National Geodetic Survey in June 1991..
 HV2750
 HV2750.The geoid height was determined by GEOID03.
 HV2750
 HV2750.The dynamic height is computed by dividing the NAVD 88
 HV2750.geopotential number by the normal gravity value computed on the
 HV2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2750.degrees latitude (g = 980.6199 gals.).
 HV2750
 HV2750.The modeled gravity was interpolated from observed gravity values.
 HV2750
 HV2750;                    North         East    Units  Estimated Accuracy
 HV2750;SPC VA N     - 2,144,880.    3,591,040.      MT  (+/- 180 meters Scaled)
 HV2750
 HV2750                          SUPERSEDED SURVEY CONTROL
 HV2750
 HV2750  NGVD 29 (??/??/??)   84.228  (m)          276.34   (f) ADJUSTED    2 0
 HV2750
 HV2750.Superseded values are not recommended for survey control.
 HV2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2750.See file dsdata.txt to determine how the superseded data were derived.
 HV2750
 HV2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ877159(NAD 83)
 HV2750_MARKER: DD = SURVEY DISK
 HV2750_SETTING: 0 = UNSPECIFIED SETTING
 HV2750_STAMPING: 276
 HV2750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2750
 HV2750  HISTORY     - Date     Condition        Report By
 HV2750  HISTORY     - UNK      MONUMENTED       USGS
 HV2750  HISTORY     - 1958     GOOD             CGS
 HV2750
 HV2750                          STATION DESCRIPTION
 HV2750
 HV2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HV2750'4.2 MI N FROM PLEASANT VALLEY.
 HV2750'4.2 MILES N ALONG SECONDARY STATE HWY 607 FROM THE JUNCTION OF
 HV2750'U.S. HWY 50 AT PLEASANT VALLEY, JUST E OF CUB RUN, OPPOSITE A
 HV2750'ROAD LEADING W, 100 FT N OF A SCHOOLHOUSE, 15 FT E OF THE CENTER
 HV2750'LINE OF ROAD, 2.7 FT W OF A FENCE LINE, AND 1 FT W OF A WHITE,
 HV2750'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3369 ***********************************************************************
 HV3369  DESIGNATION -  277.7 USGS
 HV3369  PID         -  HV3369
 HV3369  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3369  USGS QUAD   -  BROKENBURG (1981)
 HV3369
 HV3369                         *CURRENT SURVEY CONTROL
 HV3369  ___________________________________________________________________
 HV3369* NAD 83(1986)-  38 10 17.     (N)    077 40 45.     (W)     SCALED    
 HV3369* NAVD 88     -        84.360  (meters)     276.77   (feet)  ADJUSTED  
 HV3369  ___________________________________________________________________
 HV3369  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3369  DYNAMIC HT  -          84.305 (meters)     276.59  (feet)  COMP
 HV3369  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 HV3369
 HV3369  VERT ORDER  -  SECOND    CLASS 0
 HV3369
 HV3369.The horizontal coordinates were scaled from a topographic map and have
 HV3369.an estimated accuracy of +/- 6 seconds.
 HV3369
 HV3369.The orthometric height was determined by differential leveling
 HV3369.and adjusted by the National Geodetic Survey in June 1991..
 HV3369
 HV3369.The geoid height was determined by GEOID03.
 HV3369
 HV3369.The dynamic height is computed by dividing the NAVD 88
 HV3369.geopotential number by the normal gravity value computed on the
 HV3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3369.degrees latitude (g = 980.6199 gals.).
 HV3369
 HV3369.The modeled gravity was interpolated from observed gravity values.
 HV3369
 HV3369;                    North         East    Units  Estimated Accuracy
 HV3369;SPC VA N     - 2,056,350.    3,571,930.      MT  (+/- 180 meters Scaled)
 HV3369
 HV3369                          SUPERSEDED SURVEY CONTROL
 HV3369
 HV3369  NGVD 29 (??/??/??)   84.627  (m)          277.65   (f) ADJUSTED    2 0
 HV3369
 HV3369.Superseded values are not recommended for survey control.
 HV3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3369.See file dsdata.txt to determine how the superseded data were derived.
 HV3369
 HV3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH653282(NAD 83)
 HV3369_MARKER: Q = CHISELED SQUARE
 HV3369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3369_SP_SET: CULVERT
 HV3369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3369
 HV3369  HISTORY     - Date     Condition        Report By
 HV3369  HISTORY     - UNK      MONUMENTED       USGS
 HV3369  HISTORY     - 1962     GOOD             CGS
 HV3369  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3369
 HV3369                          STATION DESCRIPTION
 HV3369
 HV3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3369'1 MI W FROM POST OAK.
 HV3369'1.0 MILE WEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 HV3369'POST OAK, SPOTSYLVANIA COUNTY, SOUTH OF THE HIGHWAY, AT A CULVERT,
 HV3369'AND ON THE TOP OF THE EAST END OF THE HEAD WALL.  A CHISELED
 HV3369'SQUARE.  NOTE-- ON THE NORTH SIDE OF HIGHWAY AND NOT THE SOUTH
 HV3369'SIDE AS IN DESCRIPTION.
 HV3369
 HV3369                          STATION RECOVERY (1998)
 HV3369
 HV3369'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3375 ***********************************************************************
 HV3375  DESIGNATION -  277.8 USGS
 HV3375  PID         -  HV3375
 HV3375  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3375  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3375
 HV3375                         *CURRENT SURVEY CONTROL
 HV3375  ___________________________________________________________________
 HV3375* NAD 83(1986)-  38 10 41.     (N)    077 35 28.     (W)     SCALED    
 HV3375* NAVD 88     -        84.364  (meters)     276.78   (feet)  ADJUSTED  
 HV3375  ___________________________________________________________________
 HV3375  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV3375  DYNAMIC HT  -          84.310 (meters)     276.61  (feet)  COMP
 HV3375  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HV3375
 HV3375  VERT ORDER  -  SECOND    CLASS 0
 HV3375
 HV3375.The horizontal coordinates were scaled from a topographic map and have
 HV3375.an estimated accuracy of +/- 6 seconds.
 HV3375
 HV3375.The orthometric height was determined by differential leveling
 HV3375.and adjusted by the National Geodetic Survey in June 1991..
 HV3375
 HV3375.The geoid height was determined by GEOID03.
 HV3375
 HV3375.The dynamic height is computed by dividing the NAVD 88
 HV3375.geopotential number by the normal gravity value computed on the
 HV3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3375.degrees latitude (g = 980.6199 gals.).
 HV3375
 HV3375.The modeled gravity was interpolated from observed gravity values.
 HV3375
 HV3375;                    North         East    Units  Estimated Accuracy
 HV3375;SPC VA N     - 2,057,160.    3,579,630.      MT  (+/- 180 meters Scaled)
 HV3375
 HV3375                          SUPERSEDED SURVEY CONTROL
 HV3375
 HV3375  NGVD 29 (??/??/??)   84.648  (m)          277.72   (f) ADJUSTED    2 0
 HV3375
 HV3375.Superseded values are not recommended for survey control.
 HV3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3375.See file dsdata.txt to determine how the superseded data were derived.
 HV3375
 HV3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH730287(NAD 83)
 HV3375_MARKER: N = NAIL
 HV3375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3375_SP_SET: OAK TREE ROOT
 HV3375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3375
 HV3375  HISTORY     - Date     Condition        Report By
 HV3375  HISTORY     - UNK      MONUMENTED       USGS
 HV3375  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3375  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3375
 HV3375                          STATION DESCRIPTION
 HV3375
 HV3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3375'1.8 MI S FROM SPOTSYLVANIA.
 HV3375'1.8 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 HV3375'AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, ABOUT 1.2 MILES SOUTHWEST OF
 HV3375'THE ZION CHURCH, ABOUT 110 FEET SOUTH OF THE JUNCTION OF A ROAD
 HV3375'LEADING WEST, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HV3375'AND IN THE WEST ROOT OF A 15-INCH OAK TREE PAINTED USBM 277.8.
 HV3375'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HV3375
 HV3375                          STATION RECOVERY (1998)
 HV3375
 HV3375'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1496 ***********************************************************************
 FX1496  DESIGNATION -  278 USGS
 FX1496  PID         -  FX1496
 FX1496  STATE/COUNTY-  VA/BRUNSWICK
 FX1496  USGS QUAD   -  ALBERTA (1970)
 FX1496
 FX1496                         *CURRENT SURVEY CONTROL
 FX1496  ___________________________________________________________________
 FX1496* NAD 83(1986)-  36 46 42.     (N)    077 58 43.     (W)     SCALED    
 FX1496* NAVD 88     -        84.511  (meters)     277.27   (feet)  POSTED    
 FX1496  ___________________________________________________________________
 FX1496  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 FX1496  DYNAMIC HT  -          84.450 (meters)     277.07  (feet)  COMP
 FX1496  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 FX1496
 FX1496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1496
 FX1496.The horizontal coordinates were scaled from a topographic map and have
 FX1496.an estimated accuracy of +/- 6 seconds.
 FX1496
 FX1496.The orthometric height was determined by differential leveling
 FX1496.and adjusted by the National Geodetic Survey in 1992..
 FX1496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1496.rate of 0.0 thru 1.0 mm/km.
 FX1496
 FX1496.The geoid height was determined by GEOID03.
 FX1496
 FX1496.The dynamic height is computed by dividing the NAVD 88
 FX1496.geopotential number by the normal gravity value computed on the
 FX1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1496.degrees latitude (g = 980.6199 gals.).
 FX1496
 FX1496.The modeled gravity was interpolated from observed gravity values.
 FX1496
 FX1496;                    North         East    Units  Estimated Accuracy
 FX1496;SPC VA S     - 1,049,510.    3,546,540.      MT  (+/- 180 meters Scaled)
 FX1496
 FX1496                          SUPERSEDED SURVEY CONTROL
 FX1496
 FX1496  NGVD 29 (??/??/92)   84.829  (m)          278.31   (f) ADJ UNCH    2 0
 FX1496
 FX1496.Superseded values are not recommended for survey control.
 FX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1496.See file dsdata.txt to determine how the superseded data were derived.
 FX1496
 FX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF341744(NAD 83)
 FX1496_MARKER: P = PIPE CAP
 FX1496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1496_STAMPING: 278.310 PRIM TRAV STA NO 23 1918 278 1918
 FX1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1496
 FX1496  HISTORY     - Date     Condition        Report By
 FX1496  HISTORY     - 1918     MONUMENTED       USGS
 FX1496  HISTORY     - 1934     GOOD             NGS
 FX1496  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1496  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1496
 FX1496                          STATION DESCRIPTION
 FX1496
 FX1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FX1496'1.8 MI SW FROM GRANDY.
 FX1496'1.8 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1496'THE STATION AT GRANDY, BRUNSWICK COUNTY, 60-1/2 FEET EAST OF THE
 FX1496'SOUTHEAST CORNER OF THE BASE OF SEMAPHORE 69.6, AT A DIRT-ROAD
 FX1496'CROSSING, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24
 FX1496'FEET SOUTH OF THE SOUTH RAIL, 1-1/2 FEET HIGHER THAN THE RAIL, AND
 FX1496'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 8 INCHES
 FX1496'ABOVE GROUND.
 FX1496
 FX1496                          STATION RECOVERY (1960)
 FX1496
 FX1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1496'MARK NOT FOUND.
 FX1496
 FX1496                          STATION RECOVERY (2001)
 FX1496
 FX1496'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5372 ***********************************************************************
 FX5372  CBN         -  This is a Cooperative Base Network Control Station.
 FX5372  DESIGNATION -  2795
 FX5372  PID         -  FX5372
 FX5372  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 FX5372  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX5372
 FX5372                         *CURRENT SURVEY CONTROL
 FX5372  ___________________________________________________________________
 FX5372* NAD 83(1993)-  36 56 48.66674(N)    076 24 18.39769(W)     ADJUSTED  
 FX5372* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 FX5372  ___________________________________________________________________
 FX5372  X           -   1,199,608.723 (meters)                     COMP
 FX5372  Y           -  -4,960,524.020 (meters)                     COMP
 FX5372  Z           -   3,812,661.326 (meters)                     COMP
 FX5372  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FX5372  ELLIP HEIGHT-         -32.70  (meters)          (07/14/04) GPS OBS
 FX5372  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 FX5372
 FX5372  HORZ ORDER  -  B
 FX5372  ELLP ORDER  -  THIRD     CLASS II
 FX5372
 FX5372.The horizontal coordinates were established by GPS observations
 FX5372.and adjusted by the National Geodetic Survey in June 1994..
 FX5372
 FX5372.The orthometric height was determined by GPS observations and a
 FX5372.high-resolution geoid model.
 FX5372
 FX5372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5372
 FX5372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5372
 FX5372.The ellipsoidal height was determined by GPS observations
 FX5372.and is referenced to NAD 83.
 FX5372
 FX5372.The geoid height was determined by GEOID03.
 FX5372
 FX5372;                    North         East     Units Scale Factor Converg.
 FX5372;SPC VA S     - 1,070,155.015 3,686,578.819   MT  0.99997218   +1 16 17.2
 FX5372;SPC VA S     - 3,511,000.25 12,095,050.68   sFT  0.99997218   +1 16 17.2
 FX5372;UTM  18      - 4,089,898.720   374,888.322   MT  0.99979283   -0 50 40.9
 FX5372
 FX5372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5372!SPC VA S     -   1.00000513  x   0.99997218  =   0.99997731
 FX5372!UTM  18      -   1.00000513  x   0.99979283  =   0.99979796
 FX5372
 FX5372                          SUPERSEDED SURVEY CONTROL
 FX5372
 FX5372  ELLIP H (08/14/01)  -32.70   (m)                       GP(       ) 4 1
 FX5372  ELLIP H (06/29/94)  -32.69   (m)                       GP(       ) 4 1
 FX5372  NAD 83(1993)-  36 56 48.66674(N)    076 24 18.39769(W) AD(       ) B
 FX5372  ELLIP H (04/04/94)  -32.69   (m)                       GP(       ) 4 1
 FX5372
 FX5372.Superseded values are not recommended for survey control.
 FX5372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5372.See file dsdata.txt to determine how the superseded data were derived.
 FX5372
 FX5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7488889899(NAD 83)
 FX5372_MARKER: DD = SURVEY DISK
 FX5372_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX5372_SP_SET: MASSIVE RETAINING WALL
 FX5372_STAMPING: 2795 117.0 14.02
 FX5372_MARK LOGO: VADOT 
 FX5372_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5372+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 FX5372
 FX5372  HISTORY     - Date     Condition        Report By
 FX5372  HISTORY     - 1989     MONUMENTED       VADHT
 FX5372  HISTORY     - 19930802 GOOD             VADHT
 FX5372  HISTORY     - 20000302 GOOD             VADOT
 FX5372  HISTORY     - 20010628 GOOD             USPSQD
 FX5372
 FX5372                          STATION DESCRIPTION
 FX5372
 FX5372'DESCRIBED BY VA DEPT HWYS-TRANSP 1993
 FX5372'LOCATED IN THE SEAWALL OF THE SERVICE ROAD TO MONITOR MERRIMAC
 FX5372'MEMORIAL BRIDGE TUNNEL.  CITY OF NEWPORT NEWS, VA.
 FX5372'TO REACH FROM NEWPORT NEWS, GO SOUTH ON INTERSTATE HIGHWAY 664 AND
 FX5372'PROCEED THROUGH THE MONITOR MERRIMAC MEMORIAL BRIDGE TUNNEL, CONTINUE
 FX5372'0.2 MI (0.3 KM) AFTER EMERGING FROM TUNNEL, TURN RIGHT ON SERVICE
 FX5372'ROAD AROUND ISLAND, STAY RIGHT ON SERVICE ROAD FOR 0.2 MI (0.3 KM) TO
 FX5372'STATION ON TOP OF SEAWALL ON THE LEFT.
 FX5372'LOCATED 186.4 FT (56.8 M) NORTHWEST OF A FIRE HYDRANT, 150.5 FT
 FX5372'(45.9 M) SOUTHWEST OF A FIRE HYDRANT WHICH IS NEAR FLAG POLES AND
 FX5372'80.1 FT (24.4 M) WEST OF A CHISELED PUNCH HOLE IN CONCRETE BARRIER
 FX5372'WALL OPPOSITE SEAWALL.
 FX5372
 FX5372                          STATION RECOVERY (2000)
 FX5372
 FX5372'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (DB)
 FX5372'RECOVERED AS DESCRIBED.
 FX5372
 FX5372                          STATION RECOVERY (2001)
 FX5372
 FX5372'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX5372'STATION IN EXCELLENT CONDITION, IS MARKED ON RETAINING WALL WITH A
 FX5372'LARGE BLACK PAINTED CROSS. NOTE TUNNEL SERVICE PERSONNEL WOULD LIKE
 FX5372'SURVEYORS TO FIRST CHECK IN AT THE FACILITY BUILDING ON THE NEWPORT
 FX5372'NEWS END OF THE TUNNEL. THEY WILL BE VERY HAPPY TO COOPERATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5551 ***********************************************************************
 GV5551  DESIGNATION -  28 C OF R 1972
 GV5551  PID         -  GV5551
 GV5551  STATE/COUNTY-  VA/C OF RICHMOND
 GV5551  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5551
 GV5551                         *CURRENT SURVEY CONTROL
 GV5551  ___________________________________________________________________
 GV5551* NAD 83(1993)-  37 27 46.04963(N)    077 27 02.25729(W)     ADJUSTED  
 GV5551* NAVD 88     -        29.48   (+/-2cm)      96.7    (feet)  VERTCON   
 GV5551  ___________________________________________________________________
 GV5551  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV5551  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV5551
 GV5551  HORZ ORDER  -  SECOND
 GV5551  VERT ORDER  -  THIRD ? (See Below)
 GV5551
 GV5551.The horizontal coordinates were established by classical geodetic methods
 GV5551.and adjusted by the National Geodetic Survey in September 1995..
 GV5551
 GV5551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5551.The vertical order pertains to the NGVD 29 superseded value.
 GV5551
 GV5551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5551
 GV5551.The geoid height was determined by GEOID03.
 GV5551
 GV5551;                    North         East     Units Scale Factor Converg.
 GV5551;SPC VA S     - 1,125,857.760 3,592,830.443   MT  0.99994678   +0 38 12.8
 GV5551;SPC VA S     - 3,693,751.67 11,787,477.88   sFT  0.99994678   +0 38 12.8
 GV5551;UTM  18      - 4,149,033.590   283,264.109   MT  1.00017866   -1 29 28.2
 GV5551
 GV5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5551!SPC VA S     -   1.00000057  x   0.99994678  =   0.99994735
 GV5551!UTM  18      -   1.00000057  x   1.00017866  =   1.00017923
 GV5551
 GV5551|---------------------------------------------------------------------|
 GV5551| PID    Reference Object                     Distance      Geod. Az  |
 GV5551|                                                           dddmmss.s |
 GV5551| GV5529 RAIL                                246.745 METERS 17655     |
 GV5551| GV5559 27 C OF R 1972                      APPROX. 2.2 KM 3300937.5 |
 GV5551|---------------------------------------------------------------------|
 GV5551
 GV5551                          SUPERSEDED SURVEY CONTROL
 GV5551
 GV5551  NAD 83(1993)-  37 27 46.04962(N)    077 27 02.25713(W) AD(       ) 2
 GV5551  NAD 83(1986)-  37 27 46.05604(N)    077 27 02.27418(W) AD(       ) 2
 GV5551  NAD 27      -  37 27 45.52449(N)    077 27 03.32958(W) AD(       ) 2
 GV5551  NGVD 29 (07/19/86)   29.80   (m)           97.8    (f) LEVELING    3  
 GV5551
 GV5551.Superseded values are not recommended for survey control.
 GV5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5551.See file dsdata.txt to determine how the superseded data were derived.
 GV5551
 GV5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8326449034(NAD 83)
 GV5551_MARKER: I = METAL ROD
 GV5551_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5551_SP_SET: OBJECT IMBEDDED IN GROUND
 GV5551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5551
 GV5551  HISTORY     - Date     Condition        Report By
 GV5551  HISTORY     - 1972     MONUMENTED       VA2060
 GV5551  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV5551  HISTORY     - 19991023 GOOD             USPSQD
 GV5551  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 GV5551
 GV5551                          STATION DESCRIPTION
 GV5551
 GV5551'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5551'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5551'NORTH ON JEFFERSON DAVIS HWY., U. S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5551'BLVD., THENCE WEST ON WALMSLEY 0.45 MILE TO RAILROAD TRACKS, THENCE
 GV5551'NORTH ON RAILROAD TRACKS 0.10 MILE TO POINT NO. 28.
 GV5551'
 GV5551'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5551'
 GV5551'17.5 FEET E. OF CENTER OF NORTHBOUND TRACK OF R. R., 79.0 FEET N. E.
 GV5551'OF 5TH TELEPHONE POLE FROM WALMSLEY BLVD., 79.7 FEET N. W. OF 20
 GV5551'INCH PINE TREE.
 GV5551'
 GV5551'NEAREST TOWN--RICHMOND.
 GV5551
 GV5551                          STATION RECOVERY (1996)
 GV5551
 GV5551'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5551'MARK NOT FOUND.
 GV5551
 GV5551                          STATION RECOVERY (1999)
 GV5551
 GV5551'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5551'RECOVERED IN GOOD CONDITION.
 GV5551
 GV5551                          STATION RECOVERY (2004)
 GV5551
 GV5551'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0603 ***********************************************************************
 GW0603  DESIGNATION -  280
 GW0603  PID         -  GW0603
 GW0603  STATE/COUNTY-  VA/ALBEMARLE
 GW0603  USGS QUAD   -  ESMONT (1987)
 GW0603
 GW0603                         *CURRENT SURVEY CONTROL
 GW0603  ___________________________________________________________________
 GW0603* NAD 83(1986)-  37 47 36.     (N)    078 30 00.     (W)     SCALED    
 GW0603* NAVD 88     -        85.11   (+/-2cm)     279.2    (feet)  VERTCON   
 GW0603  ___________________________________________________________________
 GW0603  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0603
 GW0603  VERT ORDER  -  ? (See Below)
 GW0603
 GW0603.The horizontal coordinates were scaled from a topographic map and have
 GW0603.an estimated accuracy of +/- 6 seconds.
 GW0603
 GW0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0603.The vertical order pertains to the NGVD 29 superseded value.
 GW0603
 GW0603.The geoid height was determined by GEOID03.
 GW0603
 GW0603;                    North         East    Units  Estimated Accuracy
 GW0603;SPC VA S     - 1,162,030.    3,500,000.      MT  (+/- 180 meters Scaled)
 GW0603
 GW0603                          SUPERSEDED SURVEY CONTROL
 GW0603
 GW0603  NGVD 29 (??/??/92)   85.389  (m)          280.15   (f) ADJ UNCH    ?  
 GW0603
 GW0603.Superseded values are not recommended for survey control.
 GW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0603.See file dsdata.txt to determine how the superseded data were derived.
 GW0603
 GW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB201858(NAD 83)
 GW0603_MARKER: Q = CHISELED SQUARE
 GW0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0603_SP_SET: CANAL LOCK
 GW0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0603
 GW0603  HISTORY     - Date     Condition        Report By
 GW0603  HISTORY     - UNK      MONUMENTED       USGS
 GW0603  HISTORY     - 1936     MARK NOT FOUND   NGS
 GW0603
 GW0603                          STATION DESCRIPTION
 GW0603
 GW0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0603'1.2 MI SW FROM SCOTTSVILLE.
 GW0603'1.2 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0603'THE STATION AT SCOTTSVILLE, 0.5 MILE SOUTHWEST OF SECTION 66
 GW0603'TOOLHOUSE, AT THE NORTH GATE OF AN OLD CANAL LOCK, ON THE SOUTH
 GW0603'END OF THE EAST WALL, AND ON THE TOP OF THE COPING.  A CHISELED
 GW0603'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2514 ***********************************************************************
 GV2514  DESIGNATION -  280.29 USGS
 GV2514  PID         -  GV2514
 GV2514  STATE/COUNTY-  VA/HANOVER
 GV2514  USGS QUAD   -  HEWLETT (1985)
 GV2514
 GV2514                         *CURRENT SURVEY CONTROL
 GV2514  ___________________________________________________________________
 GV2514* NAD 83(1986)-  37 55 23.     (N)    077 34 37.     (W)     SCALED    
 GV2514* NAVD 88     -        85.174  (meters)     279.44   (feet)  ADJUSTED  
 GV2514  ___________________________________________________________________
 GV2514  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GV2514  DYNAMIC HT  -          85.119 (meters)     279.26  (feet)  COMP
 GV2514  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 GV2514
 GV2514  VERT ORDER  -  SECOND    CLASS 0
 GV2514
 GV2514.The horizontal coordinates were scaled from a topographic map and have
 GV2514.an estimated accuracy of +/- 6 seconds.
 GV2514
 GV2514.The orthometric height was determined by differential leveling
 GV2514.and adjusted by the National Geodetic Survey in June 1991..
 GV2514
 GV2514.The geoid height was determined by GEOID03.
 GV2514
 GV2514.The dynamic height is computed by dividing the NAVD 88
 GV2514.geopotential number by the normal gravity value computed on the
 GV2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2514.degrees latitude (g = 980.6199 gals.).
 GV2514
 GV2514.The modeled gravity was interpolated from observed gravity values.
 GV2514
 GV2514;                    North         East    Units  Estimated Accuracy
 GV2514;SPC VA S     - 1,176,820.    3,581,160.      MT  (+/- 180 meters Scaled)
 GV2514
 GV2514                          SUPERSEDED SURVEY CONTROL
 GV2514
 GV2514  NGVD 29 (??/??/??)   85.443  (m)          280.32   (f) ADJUSTED    2 0
 GV2514
 GV2514.Superseded values are not recommended for survey control.
 GV2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2514.See file dsdata.txt to determine how the superseded data were derived.
 GV2514
 GV2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH734004(NAD 83)
 GV2514_MARKER: Q = CHISELED SQUARE
 GV2514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2514_SP_SET: CULVERT
 GV2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2514
 GV2514  HISTORY     - Date     Condition        Report By
 GV2514  HISTORY     - UNK      MONUMENTED       USGS
 GV2514  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2514  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2514  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2514  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2514
 GV2514                          STATION DESCRIPTION
 GV2514
 GV2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2514'4.7 MI SE FROM BEAVER DAM.
 GV2514'4.7 MILES SOUTHEAST ALONG THE CHESPEAKE AND OHIO RAILWAY FROM
 GV2514'THE STATION AT BEAVER DAM, HANOVER COUNTY, 40 FEET NORTHWEST
 GV2514'OF THE STATION AT HEWLETT, 7 FEET NORTHEAST OF THE CENTER LINE
 GV2514'OF THE TRACK, AND ON THE TOP OF A CEMENT CULVERT.  A CHISELED
 GV2514'SQUARE.
 GV2514
 GV2514                          STATION RECOVERY (1989)
 GV2514
 GV2514'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2514'MARK NOT FOUND.
 GV2514
 GV2514                          STATION RECOVERY (1997)
 GV2514
 GV2514'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2514'MARK NOT FOUND.
 GV2514
 GV2514                          STATION RECOVERY (2002)
 GV2514
 GV2514'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3876 ***********************************************************************
 HV3876  DESIGNATION -  281.91 USGS
 HV3876  PID         -  HV3876
 HV3876  STATE/COUNTY-  VA/CULPEPER
 HV3876  USGS QUAD   -  REMINGTON (1981)
 HV3876
 HV3876                         *CURRENT SURVEY CONTROL
 HV3876  ___________________________________________________________________
 HV3876* NAD 83(1986)-  38 31 42.     (N)    077 48 44.     (W)     SCALED    
 HV3876* NAVD 88     -        85.765  (meters)     281.38   (feet)  ADJUSTED  
 HV3876  ___________________________________________________________________
 HV3876  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV3876  DYNAMIC HT  -          85.714 (meters)     281.21  (feet)  COMP
 HV3876  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 HV3876
 HV3876  VERT ORDER  -  SECOND    CLASS 0
 HV3876
 HV3876.The horizontal coordinates were scaled from a topographic map and have
 HV3876.an estimated accuracy of +/- 6 seconds.
 HV3876
 HV3876.The orthometric height was determined by differential leveling
 HV3876.and adjusted by the National Geodetic Survey in June 1991..
 HV3876
 HV3876.The geoid height was determined by GEOID03.
 HV3876
 HV3876.The dynamic height is computed by dividing the NAVD 88
 HV3876.geopotential number by the normal gravity value computed on the
 HV3876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3876.degrees latitude (g = 980.6199 gals.).
 HV3876
 HV3876.The modeled gravity was interpolated from observed gravity values.
 HV3876
 HV3876;                    North         East    Units  Estimated Accuracy
 HV3876;SPC VA N     - 2,095,870.    3,559,970.      MT  (+/- 180 meters Scaled)
 HV3876
 HV3876                          SUPERSEDED SURVEY CONTROL
 HV3876
 HV3876  NGVD 29 (??/??/??)   85.992  (m)          282.13   (f) ADJUSTED    2 0
 HV3876
 HV3876.Superseded values are not recommended for survey control.
 HV3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3876.See file dsdata.txt to determine how the superseded data were derived.
 HV3876
 HV3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH548681(NAD 83)
 HV3876_MARKER: Q = CHISELED SQUARE
 HV3876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3876_SP_SET: ABUTMENT
 HV3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3876
 HV3876  HISTORY     - Date     Condition        Report By
 HV3876  HISTORY     - UNK      MONUMENTED       USGS
 HV3876  HISTORY     - 1935     GOOD             CGS
 HV3876  HISTORY     - 1941     GOOD             CGS
 HV3876  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3876
 HV3876                          STATION DESCRIPTION
 HV3876
 HV3876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3876'0.5 MI SW FROM REMINGTON.
 HV3876'ABOUT 0.5 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3876'STATION AT REMINGTON, FAUQUIER COUNTY, 12 FEET WEST OF MILEAGE
 HV3876'MARKER 56.8, ON THE TOP OF THE NORTHEAST CONCRETE ABUTMENT AT THE
 HV3876'EAST END OF THE TRESTLE OVER THE RAPPAHANNOCK RIVER, AND 7
 HV3876'FEET NORTH OF THE NORTH RAIL.  A CHISELED SQUARE.
 HV3876
 HV3876                          STATION RECOVERY (1941)
 HV3876
 HV3876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3876'RECOVERED IN GOOD CONDITION.
 HV3876
 HV3876                          STATION RECOVERY (2001)
 HV3876
 HV3876'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0602 ***********************************************************************
 GW0602  DESIGNATION -  283
 GW0602  PID         -  GW0602
 GW0602  STATE/COUNTY-  VA/ALBEMARLE
 GW0602  USGS QUAD   -  ESMONT (1987)
 GW0602
 GW0602                         *CURRENT SURVEY CONTROL
 GW0602  ___________________________________________________________________
 GW0602* NAD 83(1986)-  37 45 53.     (N)    078 30 10.     (W)     SCALED    
 GW0602* NAVD 88     -        85.973  (meters)     282.06   (feet)  ADJUSTED  
 GW0602  ___________________________________________________________________
 GW0602  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW0602  DYNAMIC HT  -          85.913 (meters)     281.87  (feet)  COMP
 GW0602  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 GW0602
 GW0602  VERT ORDER  -  FIRST     CLASS II
 GW0602
 GW0602.The horizontal coordinates were scaled from a topographic map and have
 GW0602.an estimated accuracy of +/- 6 seconds.
 GW0602
 GW0602.The orthometric height was determined by differential leveling
 GW0602.and adjusted by the National Geodetic Survey in June 1991..
 GW0602
 GW0602.The geoid height was determined by GEOID03.
 GW0602
 GW0602.The dynamic height is computed by dividing the NAVD 88
 GW0602.geopotential number by the normal gravity value computed on the
 GW0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0602.degrees latitude (g = 980.6199 gals.).
 GW0602
 GW0602.The modeled gravity was interpolated from observed gravity values.
 GW0602
 GW0602;                    North         East    Units  Estimated Accuracy
 GW0602;SPC VA S     - 1,158,850.    3,499,760.      MT  (+/- 180 meters Scaled)
 GW0602
 GW0602                          SUPERSEDED SURVEY CONTROL
 GW0602
 GW0602  NGVD 29 (??/??/92)   86.247  (m)          282.96   (f) ADJ UNCH    1 2
 GW0602
 GW0602.Superseded values are not recommended for survey control.
 GW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0602.See file dsdata.txt to determine how the superseded data were derived.
 GW0602
 GW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB199826(NAD 83)
 GW0602_MARKER: Q = CHISELED SQUARE
 GW0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0602_SP_SET: ABUTMENT
 GW0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0602
 GW0602  HISTORY     - Date     Condition        Report By
 GW0602  HISTORY     - UNK      MONUMENTED       USGS
 GW0602  HISTORY     - 1934     GOOD             NGS
 GW0602
 GW0602                          STATION DESCRIPTION
 GW0602
 GW0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0602'3.3 MI SW FROM SCOTTSVILLE.
 GW0602'3.3 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0602'THE STATION AT SCOTTSVILLE, 200 FEET SOUTH OF MILEPOST 82,
 GW0602'AT A WOODEN BRIDGE OVER AN OLD CANAL, AND ON THE EAST END OF
 GW0602'THE NORTH STONE ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2576 ***********************************************************************
 GV2576  DESIGNATION -  283.9 USFS
 GV2576  PID         -  GV2576
 GV2576  STATE/COUNTY-  VA/HENRICO
 GV2576  USGS QUAD   -  GLEN ALLEN (1994)
 GV2576
 GV2576                         *CURRENT SURVEY CONTROL
 GV2576  ___________________________________________________________________
 GV2576* NAD 83(1986)-  37 38 59.     (N)    077 36 09.     (W)     SCALED    
 GV2576* NAVD 88     -        86.248  (meters)     282.97   (feet)  ADJUSTED  
 GV2576  ___________________________________________________________________
 GV2576  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GV2576  DYNAMIC HT  -          86.190 (meters)     282.77  (feet)  COMP
 GV2576  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 GV2576
 GV2576  VERT ORDER  -  SECOND    CLASS 0
 GV2576
 GV2576.The horizontal coordinates were scaled from a topographic map and have
 GV2576.an estimated accuracy of +/- 6 seconds.
 GV2576
 GV2576.The orthometric height was determined by differential leveling
 GV2576.and adjusted by the National Geodetic Survey in June 1991..
 GV2576
 GV2576.The geoid height was determined by GEOID03.
 GV2576
 GV2576.The dynamic height is computed by dividing the NAVD 88
 GV2576.geopotential number by the normal gravity value computed on the
 GV2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2576.degrees latitude (g = 980.6199 gals.).
 GV2576
 GV2576.The modeled gravity was interpolated from observed gravity values.
 GV2576
 GV2576;                    North         East    Units  Estimated Accuracy
 GV2576;SPC VA S     - 1,146,460.    3,579,200.      MT  (+/- 180 meters Scaled)
 GV2576
 GV2576                          SUPERSEDED SURVEY CONTROL
 GV2576
 GV2576  NGVD 29 (??/??/??)   86.540  (m)          283.92   (f) ADJUSTED    2 0
 GV2576
 GV2576.Superseded values are not recommended for survey control.
 GV2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2576.See file dsdata.txt to determine how the superseded data were derived.
 GV2576
 GV2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG704701(NAD 83)
 GV2576_MARKER: B = BOLT
 GV2576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2576_SP_SET: LOOKOUT TOWER FOOTING
 GV2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2576
 GV2576  HISTORY     - Date     Condition        Report By
 GV2576  HISTORY     - UNK      MONUMENTED       USFS
 GV2576  HISTORY     - 1958     GOOD             CGS
 GV2576  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2576  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2576
 GV2576                          STATION DESCRIPTION
 GV2576
 GV2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2576'0.5 MI E FROM SHORT PUMP.
 GV2576'0.5 MILE EAST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF STATE
 GV2576'HIGHWAY 271 AT SHORT PUMP, AT THE SOUTHWEST CONCRETE FOOTING OF
 GV2576'A FOREST FIRE-LOOKOUT TOWER, AND ON THE TOP OF THE WEST ONE OF
 GV2576'TWO BOLTS.
 GV2576
 GV2576                          STATION RECOVERY (1988)
 GV2576
 GV2576'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 GV2576'MARK NOT FOUND.
 GV2576
 GV2576                          STATION RECOVERY (2005)
 GV2576
 GV2576'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2759 ***********************************************************************
 HV2759  DESIGNATION -  285 USGS
 HV2759  PID         -  HV2759
 HV2759  STATE/COUNTY-  VA/FAIRFAX
 HV2759  USGS QUAD   -  MANASSAS (1994)
 HV2759
 HV2759                         *CURRENT SURVEY CONTROL
 HV2759  ___________________________________________________________________
 HV2759* NAD 83(1986)-  38 50 59.     (N)    077 29 08.     (W)     SCALED    
 HV2759* NAVD 88     -        86.370  (meters)     283.37   (feet)  ADJUSTED  
 HV2759  ___________________________________________________________________
 HV2759  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2759  DYNAMIC HT  -          86.323 (meters)     283.21  (feet)  COMP
 HV2759  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 HV2759
 HV2759  VERT ORDER  -  SECOND    CLASS 0
 HV2759
 HV2759.The horizontal coordinates were scaled from a topographic map and have
 HV2759.an estimated accuracy of +/- 6 seconds.
 HV2759
 HV2759.The orthometric height was determined by differential leveling
 HV2759.and adjusted by the National Geodetic Survey in June 1991..
 HV2759
 HV2759.The geoid height was determined by GEOID03.
 HV2759
 HV2759.The dynamic height is computed by dividing the NAVD 88
 HV2759.geopotential number by the normal gravity value computed on the
 HV2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2759.degrees latitude (g = 980.6199 gals.).
 HV2759
 HV2759.The modeled gravity was interpolated from observed gravity values.
 HV2759
 HV2759;                    North         East    Units  Estimated Accuracy
 HV2759;SPC VA N     - 2,131,810.    3,588,060.      MT  (+/- 180 meters Scaled)
 HV2759
 HV2759                          SUPERSEDED SURVEY CONTROL
 HV2759
 HV2759  NGVD 29 (??/??/??)   86.597  (m)          284.11   (f) ADJUSTED    2 0
 HV2759
 HV2759.Superseded values are not recommended for survey control.
 HV2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2759.See file dsdata.txt to determine how the superseded data were derived.
 HV2759
 HV2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ843030(NAD 83)
 HV2759_MARKER: DD = SURVEY DISK
 HV2759_SETTING: 80 = SET IN A BOULDER
 HV2759_SP_SET: SS BOULDER
 HV2759_STAMPING: 285
 HV2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2759+STABILITY: SURFACE MOTION
 HV2759
 HV2759  HISTORY     - Date     Condition        Report By
 HV2759  HISTORY     - UNK      MONUMENTED       USGS
 HV2759  HISTORY     - 1951     POOR             CGS
 HV2759
 HV2759                          STATION DESCRIPTION
 HV2759
 HV2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HV2759'4.6 MI S FROM PLEASANT VALLEY.
 HV2759'1.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 HV2759'PLEASANT VALLEY, FAIRFAX COUNTY, THENCE 4.6 MILES SOUTH ALONG
 HV2759'SECONDARY STATE HIGHWAY 609, OPPOSITE THE ENTRANCE TO A FARMHOUSE
 HV2759'ON THE EAST SIDE OF THE ROAD, 14 FEET WEST OF THE CENTERLINE OF
 HV2759'THE ROAD, 4 FEET SOUTHWEST OF A 3-INCH CEDAR TREE, IN THE TOP
 HV2759'OF A SANDSTONE BOULDER, AND 4.5 FEET NORTHEAST OF A WHITE WOODEN
 HV2759'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HV2759'STAMPED 285.  NOTE-- THE MONUMENT APPEARS TO HAVE SLIPPED FROM
 HV2759'THE TOP OF THE ROAD BANK INTO THE DITCH.  THE POSITION SHIFT IS
 HV2759'ABOUT 1 OR 2 FEET, AND THE ELEVATION CHANGE ABOUT 1 FOOT.  USE
 HV2759'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5373 ***********************************************************************
 FX5373  CBN         -  This is a Cooperative Base Network Control Station.
 FX5373  DESIGNATION -  2850
 FX5373  PID         -  FX5373
 FX5373  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 FX5373  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX5373
 FX5373                         *CURRENT SURVEY CONTROL
 FX5373  ___________________________________________________________________
 FX5373* NAD 83(1993)-  36 57 40.24963(N)    076 24 40.05973(W)     ADJUSTED  
 FX5373* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 FX5373  ___________________________________________________________________
 FX5373  X           -   1,198,863.153 (meters)                     COMP
 FX5373  Y           -  -4,959,720.775 (meters)                     COMP
 FX5373  Z           -   3,813,932.017 (meters)                     COMP
 FX5373  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 FX5373  ELLIP HEIGHT-         -32.72  (meters)          (07/14/04) GPS OBS
 FX5373  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 FX5373
 FX5373  HORZ ORDER  -  B
 FX5373  ELLP ORDER  -  THIRD     CLASS II
 FX5373
 FX5373.The horizontal coordinates were established by GPS observations
 FX5373.and adjusted by the National Geodetic Survey in June 1994..
 FX5373
 FX5373.The orthometric height was determined by GPS observations and a
 FX5373.high-resolution geoid model.
 FX5373
 FX5373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5373
 FX5373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5373
 FX5373.The ellipsoidal height was determined by GPS observations
 FX5373.and is referenced to NAD 83.
 FX5373
 FX5373.The geoid height was determined by GEOID03.
 FX5373
 FX5373;                    North         East     Units Scale Factor Converg.
 FX5373;SPC VA S     - 1,071,732.844 3,686,007.808   MT  0.99997039   +1 16 04.0
 FX5373;SPC VA S     - 3,516,176.84 12,093,177.28   sFT  0.99997039   +1 16 04.0
 FX5373;UTM  18      - 4,091,496.275   374,376.055   MT  0.99979441   -0 50 54.9
 FX5373
 FX5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5373!SPC VA S     -   1.00000513  x   0.99997039  =   0.99997552
 FX5373!UTM  18      -   1.00000513  x   0.99979441  =   0.99979954
 FX5373
 FX5373                          SUPERSEDED SURVEY CONTROL
 FX5373
 FX5373  ELLIP H (08/14/01)  -32.73   (m)                       GP(       ) 4 1
 FX5373  ELLIP H (06/29/94)  -32.68   (m)                       GP(       ) 4 1
 FX5373  NAD 83(1993)-  36 57 40.24964(N)    076 24 40.05973(W) AD(       ) B
 FX5373  ELLIP H (04/04/94)  -32.68   (m)                       GP(       ) 4 1
 FX5373
 FX5373.Superseded values are not recommended for survey control.
 FX5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5373.See file dsdata.txt to determine how the superseded data were derived.
 FX5373
 FX5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7437691496(NAD 83)
 FX5373_MARKER: DD = SURVEY DISK
 FX5373_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX5373_SP_SET: MASSIVE RETAINING WALL
 FX5373_STAMPING: 2850 117.50 E 13.91
 FX5373_MARK LOGO: VADOT 
 FX5373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5373+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 FX5373
 FX5373  HISTORY     - Date     Condition        Report By
 FX5373  HISTORY     - 1989     MONUMENTED       VADHT
 FX5373  HISTORY     - 19930802 GOOD             VADHT
 FX5373  HISTORY     - 20000302 GOOD             RICE
 FX5373  HISTORY     - 20010628 GOOD             USPSQD
 FX5373
 FX5373                          STATION DESCRIPTION
 FX5373
 FX5373'DESCRIBED BY VA DEPT HWYS-TRANSP 1993
 FX5373'LOCATED IN THE SEAWALL OF THE SERVICE ROAD TO MONITOR MERRIMAC
 FX5373'MEMORIAL BRIDGE TUNNEL.  OWNERSHIP--CITY OF NEWPORT NEWS, VA.
 FX5373'TO REACH FROM NEWPORT NEWS GO SOUTH ON INTERSTATE HIGHWAY 664 TO JUST
 FX5373'PAST MONITOR MERRIMAC MEMORIAL BRIDGE SIGN AND JUST BEFORE ENTERING
 FX5373'TUNNEL, TURN RIGHT ONTO SERVICE ROAD AROUND TUNNEL ISLAND, CONTINUE
 FX5373'ON SERVICE ROAD FOR 0.45 MI (0.72 KM) TO OTHER SIDE OF ISLAND AND
 FX5373'STATION ON TOP OF SEAWALL ON THE RIGHT.
 FX5373'LOCATED 82.8 FT (25.2 M) NORTHEAST OF A FIRE HYDRANT, 59.2 FT
 FX5373'(18.0 M) EAST FROM AN ELECTRIL MAN HOLE COVER AND 52.5 FT (16.0 M)
 FX5373'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE-TUNNEL MAINTENANCE
 FX5373'SHOP.
 FX5373
 FX5373                          STATION RECOVERY (2000)
 FX5373
 FX5373'RECOVERY NOTE BY RICE ASSOCIATES PC 2000 (DB)
 FX5373'RECOVERED AS DESCRIBED.
 FX5373
 FX5373                          STATION RECOVERY (2001)
 FX5373
 FX5373'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX5373'STATION IN EXCELLENT CONDITION, IS MARKED ON RETAINING WALL WITH A
 FX5373'LARGE BLACK PAINTED CROSS. NOTE TUNNEL SERVICE PERSONNEL WOULD LIKE
 FX5373'SURVEYORS TO FIRST CHECK IN AT THE FACILITY BUILDING ON THE NEWPORT
 FX5373'NEWS END OF THE TUNNEL. THEY WILL BE VERY HAPPY TO COOPERATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0440 ***********************************************************************
 FY0440  DESIGNATION -  285.826
 FY0440  PID         -  FY0440
 FY0440  STATE/COUNTY-  VA/MECKLENBURG
 FY0440  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0440
 FY0440                         *CURRENT SURVEY CONTROL
 FY0440  ___________________________________________________________________
 FY0440* NAD 83(1986)-  36 37 34.     (N)    078 33 13.     (W)     SCALED    
 FY0440* NAVD 88     -        86.851  (meters)     284.94   (feet)  ADJUSTED  
 FY0440  ___________________________________________________________________
 FY0440  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FY0440  DYNAMIC HT  -          86.784 (meters)     284.72  (feet)  COMP
 FY0440  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 FY0440
 FY0440  VERT ORDER  -  FIRST     CLASS II
 FY0440
 FY0440.The horizontal coordinates were scaled from a topographic map and have
 FY0440.an estimated accuracy of +/- 6 seconds.
 FY0440
 FY0440.The orthometric height was determined by differential leveling
 FY0440.and adjusted by the National Geodetic Survey in June 1991..
 FY0440
 FY0440.The geoid height was determined by GEOID03.
 FY0440
 FY0440.The dynamic height is computed by dividing the NAVD 88
 FY0440.geopotential number by the normal gravity value computed on the
 FY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0440.degrees latitude (g = 980.6199 gals.).
 FY0440
 FY0440.The modeled gravity was interpolated from observed gravity values.
 FY0440
 FY0440;                    North         East    Units  Estimated Accuracy
 FY0440;SPC VA S     - 1,032,490.    3,495,210.      MT  (+/- 180 meters Scaled)
 FY0440
 FY0440                          SUPERSEDED SURVEY CONTROL
 FY0440
 FY0440  NGVD 29 (??/??/92)   87.143  (m)          285.90   (f) ADJ UNCH    1 2
 FY0440
 FY0440.Superseded values are not recommended for survey control.
 FY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0440.See file dsdata.txt to determine how the superseded data were derived.
 FY0440
 FY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA187561(NAD 83)
 FY0440_MARKER: DD = SURVEY DISK
 FY0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0440_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0440_STAMPING: 286.016 1905
 FY0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0440
 FY0440  HISTORY     - Date     Condition        Report By
 FY0440  HISTORY     - 1905     MONUMENTED       USGS
 FY0440  HISTORY     - 1935     GOOD             NGS
 FY0440  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY0440
 FY0440                          STATION DESCRIPTION
 FY0440
 FY0440'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 FY0440'AT CLARKSVILLE.
 FY0440'AT CLARKSVILLE, MECKLENBURG COUNTY, ON THE SOUTHEAST SIDE OF
 FY0440'MAIN STREET, 131 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FY0440'MAIN TRACK OF THE SOUTHERN RAILWAY, AND 3.2 FEET NORTHWEST OF
 FY0440'THE NORTHWEST EDGE OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 FY0440'SURVEY STANDARD CAP, ERRONEOUSLY STAMPED 286.016 1905 AND RIVETED
 FY0440'ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 FY0440
 FY0440                          STATION RECOVERY (1935)
 FY0440
 FY0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0440'RECOVERED IN GOOD CONDITION.
 FY0440
 FY0440                          STATION RECOVERY (2005)
 FY0440
 FY0440'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0440'THE FORMER RAILWAY BED AND THE TRAIN DEPOT SITE WERE SUBMERGED BY THE
 FY0440'CREATION OF THE JOHN H. KERR RESERVOIR.
 FY0440' 
 FY0440'THE DEPOT WAS MOVED TO THE WEST END OF TOWN, TO A NEW SITE ALONG THE
 FY0440'RELOCATED TRACKS. THE BUILDING EVENTUALLY WAS DISMANTLED AND MOVED TO
 FY0440'ROXBORO NC, WHERE IT FUNCTIONS AS A RESTAURANT.
 FY0440' 
 FY0440'ALTHOUGH THE SCALED COORDINATES PLOT ON DRY LAND, THE ELEVATION OF THE
 FY0440'MARK (285) IS NOT CONSISTENT WITH THE 300 FOOT LEVEL OF THE LAKE, NOR
 FY0440'WITH THE ELEVATION NECESSARY TO PUT IT AT THE INDICATED SITE (IN THE
 FY0440'PARKING LOT OF THE LAMP LIGHTER RESTAURANT).
 FY0440' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0439 ***********************************************************************
 FY0439  DESIGNATION -  286.016
 FY0439  PID         -  FY0439
 FY0439  STATE/COUNTY-  VA/MECKLENBURG
 FY0439  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0439
 FY0439                         *CURRENT SURVEY CONTROL
 FY0439  ___________________________________________________________________
 FY0439* NAD 83(1986)-  36 37 34.     (N)    078 33 14.     (W)     SCALED    
 FY0439* NAVD 88     -        86.910  (meters)     285.14   (feet)  ADJUSTED  
 FY0439  ___________________________________________________________________
 FY0439  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FY0439  DYNAMIC HT  -          86.843 (meters)     284.92  (feet)  COMP
 FY0439  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 FY0439
 FY0439  VERT ORDER  -  FIRST     CLASS II
 FY0439
 FY0439.The horizontal coordinates were scaled from a topographic map and have
 FY0439.an estimated accuracy of +/- 6 seconds.
 FY0439
 FY0439.The orthometric height was determined by differential leveling
 FY0439.and adjusted by the National Geodetic Survey in June 1991..
 FY0439
 FY0439.The geoid height was determined by GEOID03.
 FY0439
 FY0439.The dynamic height is computed by dividing the NAVD 88
 FY0439.geopotential number by the normal gravity value computed on the
 FY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0439.degrees latitude (g = 980.6199 gals.).
 FY0439
 FY0439.The modeled gravity was interpolated from observed gravity values.
 FY0439
 FY0439;                    North         East    Units  Estimated Accuracy
 FY0439;SPC VA S     - 1,032,490.    3,495,180.      MT  (+/- 180 meters Scaled)
 FY0439
 FY0439                          SUPERSEDED SURVEY CONTROL
 FY0439
 FY0439  NGVD 29 (??/??/92)   87.201  (m)          286.09   (f) ADJ UNCH    1 2
 FY0439
 FY0439.Superseded values are not recommended for survey control.
 FY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0439.See file dsdata.txt to determine how the superseded data were derived.
 FY0439
 FY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA187561(NAD 83)
 FY0439_MARKER: DD = SURVEY DISK
 FY0439_SETTING: 66 = SET IN ROCK OUTCROP
 FY0439_SP_SET: SET IN ROCK OUTCROP
 FY0439_STAMPING: 285.826 1905
 FY0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY0439+STABILITY: POSITION/ELEVATION WELL
 FY0439
 FY0439  HISTORY     - Date     Condition        Report By
 FY0439  HISTORY     - 1905     MONUMENTED       USGS
 FY0439  HISTORY     - 1935     GOOD             NGS
 FY0439  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY0439
 FY0439                          STATION DESCRIPTION
 FY0439
 FY0439'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 FY0439'AT CLARKSVILLE.
 FY0439'AT CLARKSVILLE, MECKLENBURG COUNTY, 43 FEET SOUTHEAST OF THE
 FY0439'SOUTHEAST END OF THE SOUTHERN RAILWAY STATION, 196 FEET SOUTHEAST
 FY0439'ALONG THE TRACK FROM THE CENTER OF THE CROSSING OF MAIN STREET,
 FY0439'IN THE FACE OF A ROCK CUT, AND ABOUT 5 FEET HIGHER THAN THE
 FY0439'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FY0439'ERRONEOUSLY STAMPED 285.826 1905.
 FY0439
 FY0439                          STATION RECOVERY (1935)
 FY0439
 FY0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0439'RECOVERED IN GOOD CONDITION.
 FY0439
 FY0439                          STATION RECOVERY (2005)
 FY0439
 FY0439'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0439'THE FORMER RAILWAY TRACKS  AND THE SITE OF THE TRAIN DEPOT  WERE
 FY0439'SUBMERGED BY THE CREATION OF THE JOHN H. KERR RESERVOIR.
 FY0439' 
 FY0439' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2517 ***********************************************************************
 GV2517  DESIGNATION -  287.35 USGS
 GV2517  PID         -  GV2517
 GV2517  STATE/COUNTY-  VA/HANOVER
 GV2517  USGS QUAD   -  BEAVERDAM (1985)
 GV2517
 GV2517                         *CURRENT SURVEY CONTROL
 GV2517  ___________________________________________________________________
 GV2517* NAD 83(1986)-  37 56 29.     (N)    077 39 16.     (W)     SCALED    
 GV2517* NAVD 88     -        87.313  (meters)     286.46   (feet)  ADJUSTED  
 GV2517  ___________________________________________________________________
 GV2517  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2517  DYNAMIC HT  -          87.257 (meters)     286.28  (feet)  COMP
 GV2517  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 GV2517
 GV2517  VERT ORDER  -  SECOND    CLASS 0
 GV2517
 GV2517.The horizontal coordinates were scaled from a topographic map and have
 GV2517.an estimated accuracy of +/- 6 seconds.
 GV2517
 GV2517.The orthometric height was determined by differential leveling
 GV2517.and adjusted by the National Geodetic Survey in June 1991..
 GV2517
 GV2517.The geoid height was determined by GEOID03.
 GV2517
 GV2517.The dynamic height is computed by dividing the NAVD 88
 GV2517.geopotential number by the normal gravity value computed on the
 GV2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2517.degrees latitude (g = 980.6199 gals.).
 GV2517
 GV2517.The modeled gravity was interpolated from observed gravity values.
 GV2517
 GV2517;                    North         East    Units  Estimated Accuracy
 GV2517;SPC VA S     - 1,178,790.    3,574,330.      MT  (+/- 180 meters Scaled)
 GV2517
 GV2517                          SUPERSEDED SURVEY CONTROL
 GV2517
 GV2517  NGVD 29 (??/??/??)   87.578  (m)          287.33   (f) ADJUSTED    2 0
 GV2517
 GV2517.Superseded values are not recommended for survey control.
 GV2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2517.See file dsdata.txt to determine how the superseded data were derived.
 GV2517
 GV2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH667026(NAD 83)
 GV2517_MARKER: Q = CHISELED SQUARE
 GV2517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2517_SP_SET: CONCRETE BASE
 GV2517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2517
 GV2517  HISTORY     - Date     Condition        Report By
 GV2517  HISTORY     - UNK      MONUMENTED       USGS
 GV2517  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2517  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2517  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2517  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2517
 GV2517                          STATION DESCRIPTION
 GV2517
 GV2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2517'AT BEAVER DAM.
 GV2517'AT BEAVER DAM, HANOVER COUNTY, ABOUT 125 FEET NORTHWEST ALONG
 GV2517'THE CHESAPEAKE AND OHIO RAILWAY, 33 FEET SOUTHEAST OF THE CENTER
 GV2517'LINE OF A ROAD CROSSING, 7 FEET SOUTHWEST OF THE CENTER LINE
 GV2517'OF THE TRACK, AND ON THE TOP OF THE NORTHEAST END OF A CONCRETE
 GV2517'BASE TO A WATER SPOUT.  A CHISELED SQUARE.
 GV2517
 GV2517                          STATION RECOVERY (1989)
 GV2517
 GV2517'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2517'MARK NOT FOUND.
 GV2517
 GV2517                          STATION RECOVERY (1997)
 GV2517
 GV2517'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2517'MARK NOT FOUND.
 GV2517
 GV2517                          STATION RECOVERY (2002)
 GV2517
 GV2517'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0441 ***********************************************************************
 FY0441  DESIGNATION -  287.509
 FY0441  PID         -  FY0441
 FY0441  STATE/COUNTY-  VA/MECKLENBURG
 FY0441  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0441
 FY0441                         *CURRENT SURVEY CONTROL
 FY0441  ___________________________________________________________________
 FY0441* NAD 83(1986)-  36 37 59.     (N)    078 33 13.     (W)     SCALED    
 FY0441* NAVD 88     -        87.369  (meters)     286.64   (feet)  POSTED    
 FY0441  ___________________________________________________________________
 FY0441  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FY0441  DYNAMIC HT  -          87.300 (meters)     286.42  (feet)  COMP
 FY0441  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FY0441
 FY0441  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FY0441
 FY0441.The horizontal coordinates were scaled from a topographic map and have
 FY0441.an estimated accuracy of +/- 6 seconds.
 FY0441
 FY0441.The orthometric height was determined by differential leveling
 FY0441.and adjusted by the National Geodetic Survey in 1992..
 FY0441.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FY0441.rate of 4.1 thru 8.0 mm/km.
 FY0441
 FY0441.The geoid height was determined by GEOID03.
 FY0441
 FY0441.The dynamic height is computed by dividing the NAVD 88
 FY0441.geopotential number by the normal gravity value computed on the
 FY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0441.degrees latitude (g = 980.6199 gals.).
 FY0441
 FY0441.The modeled gravity was interpolated from observed gravity values.
 FY0441
 FY0441;                    North         East    Units  Estimated Accuracy
 FY0441;SPC VA S     - 1,033,260.    3,495,210.      MT  (+/- 180 meters Scaled)
 FY0441
 FY0441                          SUPERSEDED SURVEY CONTROL
 FY0441
 FY0441  NGVD 29 (??/??/92)   87.656  (m)          287.58   (f) ADJ UNCH    1 2
 FY0441
 FY0441.Superseded values are not recommended for survey control.
 FY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0441.See file dsdata.txt to determine how the superseded data were derived.
 FY0441
 FY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA187569(NAD 83)
 FY0441_MARKER: DD = SURVEY DISK
 FY0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0441_SP_SET: ABUTMENT
 FY0441_STAMPING: 288
 FY0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0441
 FY0441  HISTORY     - Date     Condition        Report By
 FY0441  HISTORY     - 1905     MONUMENTED       USGS
 FY0441  HISTORY     - 1935     GOOD             NGS
 FY0441  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY0441
 FY0441                          STATION DESCRIPTION
 FY0441
 FY0441'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 FY0441'0.6 MI NE FROM CLARKSVILLE.
 FY0441'ABOUT 0.6 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 FY0441'STATION AT CLARKSVILLE, MECKLENBURG COUNTY, AT THE CORPORATE
 FY0441'CITY LIMITS, ABOUT 100 YARDS NORTH OF CLARKSVILLE JUNCTION,
 FY0441'AT THE WEST END OF THE BRIDGE OVER DAN AND STAUNTON RIVERS,
 FY0441'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST ABUTMENT, AND ABOUT
 FY0441'2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 FY0441'STANDARD DISK, STAMPED 288.  NOTE-- IT WAS REPORTED IN FEBRUARY
 FY0441'1935 THAT THE CAP HAD BEEN MUTILATED SO THAT THE STAMPING WAS
 FY0441'ILLEGIBLE.
 FY0441
 FY0441                          STATION RECOVERY (1935)
 FY0441
 FY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0441'RECOVERED IN GOOD CONDITION.
 FY0441
 FY0441                          STATION RECOVERY (2005)
 FY0441
 FY0441'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0441'OLD RAILBED AND BRIDGE WERE SUBMERGED WITH CONSTRUCTION OF JOHN KERR
 FY0441'RESEVOIR. LAKE LEVEL IS 300 FEET, PUTTING THE STATION 15 FEET UNDER
 FY0441'WATER. THE PRESENT (AND HIGHER) RAILWAY TRESTLE IS  VISIBLE 0.25 MILE
 FY0441'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5636 ***********************************************************************
 GV5636  DESIGNATION -  29 C OF R 1972
 GV5636  PID         -  GV5636
 GV5636  STATE/COUNTY-  VA/C OF RICHMOND
 GV5636  USGS QUAD   -  CHESTERFIELD (1994)
 GV5636
 GV5636                         *CURRENT SURVEY CONTROL
 GV5636  ___________________________________________________________________
 GV5636* NAD 83(1993)-  37 28 50.58303(N)    077 30 28.33353(W)     ADJUSTED  
 GV5636* NAVD 88     -        63.85   (+/-2cm)     209.5    (feet)  VERTCON   
 GV5636  ___________________________________________________________________
 GV5636  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV5636  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV5636
 GV5636  HORZ ORDER  -  SECOND
 GV5636  VERT ORDER  -  THIRD ? (See Below)
 GV5636
 GV5636.The horizontal coordinates were established by classical geodetic methods
 GV5636.and adjusted by the National Geodetic Survey in September 1995..
 GV5636
 GV5636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5636.The vertical order pertains to the NGVD 29 superseded value.
 GV5636
 GV5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5636
 GV5636.The geoid height was determined by GEOID03.
 GV5636
 GV5636;                    North         East     Units Scale Factor Converg.
 GV5636;SPC VA S     - 1,127,792.329 3,587,745.817   MT  0.99994735   +0 36 07.7
 GV5636;SPC VA S     - 3,700,098.67 11,770,796.07   sFT  0.99994735   +0 36 07.7
 GV5636;UTM  18      - 4,151,156.184   278,253.613   MT  1.00020572   -1 31 35.9
 GV5636
 GV5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5636!SPC VA S     -   0.99999516  x   0.99994735  =   0.99994251
 GV5636!UTM  18      -   0.99999516  x   1.00020572  =   1.00020088
 GV5636
 GV5636:                Primary Azimuth Mark                     Grid Az
 GV5636:SPC VA S     -  30 C OF R 1972                           056 54 53.7
 GV5636:UTM  18      -  30 C OF R 1972                           059 02 37.3
 GV5636
 GV5636|---------------------------------------------------------------------|
 GV5636| PID    Reference Object                     Distance      Geod. Az  |
 GV5636|                                                           dddmmss.s |
 GV5636| GV5617 30 C OF R 1972                      APPROX. 1.0 KM 0573101.4 |
 GV5636|---------------------------------------------------------------------|
 GV5636
 GV5636                          SUPERSEDED SURVEY CONTROL
 GV5636
 GV5636  NAD 83(1993)-  37 28 50.58299(N)    077 30 28.33344(W) AD(       ) 2
 GV5636  NAD 83(1986)-  37 28 50.58925(N)    077 30 28.35031(W) AD(       ) 2
 GV5636  NAD 27      -  37 28 50.05711(N)    077 30 29.39987(W) AD(       ) 2
 GV5636  NGVD 29 (07/19/86)   64.16   (m)          210.5    (f) LEVELING    3  
 GV5636
 GV5636.Superseded values are not recommended for survey control.
 GV5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5636.See file dsdata.txt to determine how the superseded data were derived.
 GV5636
 GV5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7825451156(NAD 83)
 GV5636_MARKER: Z = SEE DESCRIPTION
 GV5636_SETTING: 0 = UNSPECIFIED SETTING
 GV5636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5636
 GV5636  HISTORY     - Date     Condition        Report By
 GV5636  HISTORY     - 1972     MONUMENTED       VA2060
 GV5636  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5636  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5636  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5636
 GV5636                          STATION DESCRIPTION
 GV5636
 GV5636'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5636'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5636'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360,
 GV5636'THENCE WEST ON ROUTE 360 2.25 MILES TO POINT NO. 29.
 GV5636'
 GV5636'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5636'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5636'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5636'ABOUT 10 INCHES BELOW GROUND.
 GV5636'
 GV5636'30.4 FEET S. OF E/P. OF U.S. RT. 360, 15.0 FEET S. OF VEPCO POLE
 GV5636'NO. TB50, 32.1 FEET N.E. OF VEPCO POLE NO. TB49, 62.5 FEET N.E. OF
 GV5636'CORNER OF 1 STORY CINDERBLOCK BUILDING.
 GV5636'
 GV5636'NEAREST TOWN--RICHMOND.
 GV5636
 GV5636                          STATION RECOVERY (1995)
 GV5636
 GV5636'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5636'MARK NOT FOUND.
 GV5636
 GV5636                          STATION RECOVERY (1999)
 GV5636
 GV5636'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5636'MARK NOT FOUND.
 GV5636
 GV5636                          STATION RECOVERY (2003)
 GV5636
 GV5636'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3884 ***********************************************************************
 HV3884  DESIGNATION -  29 ENGR US ARMY USE
 HV3884  PID         -  HV3884
 HV3884  STATE/COUNTY-  VA/FAUQUIER
 HV3884  USGS QUAD   -  MIDLAND (1983)
 HV3884
 HV3884                         *CURRENT SURVEY CONTROL
 HV3884  ___________________________________________________________________
 HV3884* NAD 83(1986)-  38 35 53.     (N)    077 43 27.     (W)     SCALED    
 HV3884* NAVD 88     -        99.695  (meters)     327.08   (feet)  ADJUSTED  
 HV3884  ___________________________________________________________________
 HV3884  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3884  DYNAMIC HT  -          99.636 (meters)     326.89  (feet)  COMP
 HV3884  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 HV3884
 HV3884  VERT ORDER  -  SECOND    CLASS 0
 HV3884
 HV3884.The horizontal coordinates were scaled from a topographic map and have
 HV3884.an estimated accuracy of +/- 6 seconds.
 HV3884
 HV3884.The orthometric height was determined by differential leveling
 HV3884.and adjusted by the National Geodetic Survey in June 1991..
 HV3884
 HV3884.The geoid height was determined by GEOID03.
 HV3884
 HV3884.The dynamic height is computed by dividing the NAVD 88
 HV3884.geopotential number by the normal gravity value computed on the
 HV3884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3884.degrees latitude (g = 980.6199 gals.).
 HV3884
 HV3884.The modeled gravity was interpolated from observed gravity values.
 HV3884
 HV3884;                    North         East    Units  Estimated Accuracy
 HV3884;SPC VA N     - 2,103,670.    3,567,580.      MT  (+/- 180 meters Scaled)
 HV3884
 HV3884                          SUPERSEDED SURVEY CONTROL
 HV3884
 HV3884  NGVD 29 (??/??/??)   99.946  (m)          327.91   (f) ADJUSTED    2 0
 HV3884
 HV3884.Superseded values are not recommended for survey control.
 HV3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3884.See file dsdata.txt to determine how the superseded data were derived.
 HV3884
 HV3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH627756(NAD 83)
 HV3884_MARKER: B = BOLT
 HV3884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3884_STAMPING: 29 ENGR US ARMY
 HV3884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3884+STABILITY: SURFACE MOTION
 HV3884
 HV3884  HISTORY     - Date     Condition        Report By
 HV3884  HISTORY     - UNK      MONUMENTED       DOD
 HV3884  HISTORY     - 1935     GOOD             CGS
 HV3884  HISTORY     - 1941     GOOD             CGS
 HV3884
 HV3884                          STATION DESCRIPTION
 HV3884
 HV3884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3884'2.9 MI NE FROM BEALETON.
 HV3884'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3884'STATION AT BEALETON, FAUQUIER COUNTY ABOUT 150 FEET SOUTHWEST
 HV3884'OF THE STATION AT MIDLAND, 9 FEET NORTHEAST OF THE CENTER OF A
 HV3884'ROAD CROSSING, AND 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A
 HV3884'COPPER BOLT, STAMPED 29 ENGR. U.S. ARMY AND SET IN THE TOP OF
 HV3884'A CONCRETE POST.
 HV3884
 HV3884                          STATION RECOVERY (1941)
 HV3884
 HV3884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4253 ***********************************************************************
 FY4253  DESIGNATION -  29 SOUTH AZIMUTH
 FY4253  PID         -  FY4253
 FY4253  STATE/COUNTY-  VA/C OF DANVILLE
 FY4253  USGS QUAD   -  DANVILLE (1984)
 FY4253
 FY4253                         *CURRENT SURVEY CONTROL
 FY4253  ___________________________________________________________________
 FY4253* NAD 83(1993)-  36 32 47.17396(N)    079 27 41.90280(W)     ADJUSTED  
 FY4253* NAVD 88     -       195.8    (meters)     642.     (feet)  VERTCON   
 FY4253  ___________________________________________________________________
 FY4253  X           -     938,292.096 (meters)                     COMP
 FY4253  Y           -  -5,043,723.099 (meters)                     COMP
 FY4253  Z           -   3,777,173.259 (meters)                     COMP
 FY4253  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 FY4253  ELLIP HEIGHT-         163.93  (meters)          (09/08/95) GPS OBS
 FY4253  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY4253
 FY4253  HORZ ORDER  -  SECOND
 FY4253  ELLP ORDER  -  FOURTH    CLASS II
 FY4253
 FY4253.The horizontal coordinates were established by GPS observations
 FY4253.and adjusted by the National Geodetic Survey in September 1995..
 FY4253
 FY4253.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4253
 FY4253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4253
 FY4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4253
 FY4253.The ellipsoidal height was determined by GPS observations
 FY4253.and is referenced to NAD 83.
 FY4253
 FY4253.The geoid height was determined by GEOID03.
 FY4253
 FY4253;                    North         East     Units Scale Factor Converg.
 FY4253;SPC VA S     - 1,024,087.891 3,413,894.537   MT  1.00004727   -0 35 01.1
 FY4253;SPC VA S     - 3,359,861.69 11,200,418.99   sFT  1.00004727   -0 35 01.1
 FY4253;SPC NC       -   310,333.876   568,261.976   MT  1.00012816   -0 15 59.2
 FY4253;SPC NC       - 1,018,153.72  1,864,372.83   sFT  1.00012816   -0 15 59.2
 FY4253;UTM  17      - 4,045,659.963   637,690.812   MT  0.99983358   +0 54 58.3
 FY4253
 FY4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4253!SPC VA S     -   0.99997427  x   1.00004727  =   1.00002154
 FY4253!SPC NC       -   0.99997427  x   1.00012816  =   1.00010243
 FY4253!UTM  17      -   0.99997427  x   0.99983358  =   0.99980786
 FY4253
 FY4253:                Primary Azimuth Mark                     Grid Az
 FY4253:SPC VA S     -  29 SOUTH                                 210 43 48.5
 FY4253:SPC NC       -  29 SOUTH                                 210 24 46.6
 FY4253:UTM  17      -  29 SOUTH                                 209 13 49.1
 FY4253
 FY4253|---------------------------------------------------------------------|
 FY4253| PID    Reference Object                     Distance      Geod. Az  |
 FY4253|                                                           dddmmss.s |
 FY4253| FY4252 29 SOUTH                            APPROX. 0.8 KM 2100847.4 |
 FY4253|---------------------------------------------------------------------|
 FY4253
 FY4253                          SUPERSEDED SURVEY CONTROL
 FY4253
 FY4253  NAD 83(1986)-  36 32 47.17746(N)    079 27 41.90656(W) AD(       ) 2
 FY4253  NGVD 29 (03/09/92)  196.0    (m)          643.     (f) GPS OBS        
 FY4253
 FY4253.Superseded values are not recommended for survey control.
 FY4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4253.See file dsdata.txt to determine how the superseded data were derived.
 FY4253
 FY4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3769145660(NAD 83)
 FY4253_MARKER: DD = SURVEY DISK
 FY4253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4253_SP_SET: CONCRETE POST
 FY4253_STAMPING: 29 SOUTH AZIMUTH 1987
 FY4253_MARK LOGO: NONE  
 FY4253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4253+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1991
 FY4253
 FY4253  HISTORY     - Date     Condition        Report By
 FY4253  HISTORY     - 1987     MONUMENTED       RBNF
 FY4253  HISTORY     - 19910103 GOOD
 FY4253
 FY4253                          STATION DESCRIPTION
 FY4253
 FY4253'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4253'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, VIRGINIA, IN THE CITY
 FY4253'OF DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4253'DANVILLE, PROCEED WEST ALONG U.S.ROUTE 29 BUSINESS (WEST MAIN STREET)
 FY4253'4.8 KM (3.0 MI) . MAKE A LEFT TURN ONTO U.S. ROUTE 29 AND TRAVEL SOUTH
 FY4253'3.41 KM (2.12 MI) TO THE STATION WHICH IS LOCATED EAST OF THE
 FY4253'SOUTHBOUND LANES OF U.S. ROUTE 29, NEAR A POWER POLE.
 FY4253'STATION NUMBER 29 SOUTH AZIMUTH MARK IS A STANDARD BRASS DISK SET IN
 FY4253'CONCRETE FLUSH WITH THE SURFACE, STAMPED 29 SOUTH AZIMUTH 1987. THE
 FY4253'DISK IS LOCATED 16.46 M (54.00 FT) WEST OF THE CENTER LINE OF THE
 FY4253'PAVEMENT OF U.S. ROUTE 29 , AND 23.32 M (76.51 FT) SOUTHEAST OF C OF
 FY4253'D POWER POLE NUMBER 1.  A FIBERGLASS WITNESS POST IS LOCATED 1.25 M
 FY4253'(4.10 FT) SOUTHEAST OF THE MONUMENT.
 FY4253
 FY4253                          STATION RECOVERY (1991)
 FY4253
 FY4253'RECOVERED 1991
 FY4253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3672 ***********************************************************************
 HV3672  DESIGNATION -  29 USE
 HV3672  PID         -  HV3672
 HV3672  STATE/COUNTY-  VA/FAUQUIER
 HV3672  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3672
 HV3672                         *CURRENT SURVEY CONTROL
 HV3672  ___________________________________________________________________
 HV3672* NAD 83(1986)-  38 46 01.     (N)    077 43 34.     (W)     SCALED    
 HV3672* NAVD 88     -       146.829  (meters)     481.72   (feet)  ADJUSTED  
 HV3672  ___________________________________________________________________
 HV3672  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV3672  DYNAMIC HT  -         146.743 (meters)     481.44  (feet)  COMP
 HV3672  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 HV3672
 HV3672  VERT ORDER  -  SECOND    CLASS 0
 HV3672
 HV3672.The horizontal coordinates were scaled from a topographic map and have
 HV3672.an estimated accuracy of +/- 6 seconds.
 HV3672
 HV3672.The orthometric height was determined by differential leveling
 HV3672.and adjusted by the National Geodetic Survey in June 1991..
 HV3672
 HV3672.The geoid height was determined by GEOID03.
 HV3672
 HV3672.The dynamic height is computed by dividing the NAVD 88
 HV3672.geopotential number by the normal gravity value computed on the
 HV3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3672.degrees latitude (g = 980.6199 gals.).
 HV3672
 HV3672.The modeled gravity was interpolated from observed gravity values.
 HV3672
 HV3672;                    North         East    Units  Estimated Accuracy
 HV3672;SPC VA N     - 2,122,410.    3,567,260.      MT  (+/- 180 meters Scaled)
 HV3672
 HV3672                          SUPERSEDED SURVEY CONTROL
 HV3672
 HV3672  NGVD 29 (??/??/??)  147.064  (m)          482.49   (f) ADJUSTED    2 0
 HV3672
 HV3672.Superseded values are not recommended for survey control.
 HV3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3672.See file dsdata.txt to determine how the superseded data were derived.
 HV3672
 HV3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH631944(NAD 83)
 HV3672_MARKER: B = BOLT
 HV3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3672+STABILITY: SURFACE MOTION
 HV3672
 HV3672  HISTORY     - Date     Condition        Report By
 HV3672  HISTORY     - UNK      MONUMENTED       DOD
 HV3672  HISTORY     - 1960     POOR             CGS
 HV3672
 HV3672                          STATION DESCRIPTION
 HV3672
 HV3672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3672'AT NEW BALTIMORE.
 HV3672'AT NEW BALTIMORE, FAUQUIER COUNTY, ON STATE HIGHWAY 674, ABOUT
 HV3672'0.2 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 211, 35.7 FEET
 HV3672'EAST OF THE NORTHEAST CORNER OF A STUCCO BUILDING SOUTH OF
 HV3672'THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HV3672'10 FEET EAST OF THE CORNER FENCE POST OF A WIRE GATE, 4 FEET
 HV3672'NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A WHITE
 HV3672'WOODEN POST STENCILED U.S.B.M.  AN IRON BOLT, SET IN THE TOP OF A
 HV3672'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1660 ***********************************************************************
 GV1660  DESIGNATION -  29 USGS
 GV1660  PID         -  GV1660
 GV1660  STATE/COUNTY-  VA/NEW KENT
 GV1660  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1660
 GV1660                         *CURRENT SURVEY CONTROL
 GV1660  ___________________________________________________________________
 GV1660* NAD 83(1986)-  37 26 31.     (N)    077 02 46.     (W)     SCALED    
 GV1660* NAVD 88     -         8.664  (meters)      28.43   (feet)  ADJUSTED  
 GV1660  ___________________________________________________________________
 GV1660  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GV1660  DYNAMIC HT  -           8.658 (meters)      28.41  (feet)  COMP
 GV1660  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 GV1660
 GV1660  VERT ORDER  -  FIRST     CLASS II
 GV1660
 GV1660.The horizontal coordinates were scaled from a topographic map and have
 GV1660.an estimated accuracy of +/- 6 seconds.
 GV1660
 GV1660.The orthometric height was determined by differential leveling
 GV1660.and adjusted by the National Geodetic Survey in June 1991..
 GV1660
 GV1660.The geoid height was determined by GEOID03.
 GV1660
 GV1660.The dynamic height is computed by dividing the NAVD 88
 GV1660.geopotential number by the normal gravity value computed on the
 GV1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1660.degrees latitude (g = 980.6199 gals.).
 GV1660
 GV1660.The modeled gravity was interpolated from observed gravity values.
 GV1660
 GV1660;                    North         East    Units  Estimated Accuracy
 GV1660;SPC VA S     - 1,124,020.    3,628,650.      MT  (+/- 180 meters Scaled)
 GV1660
 GV1660                          SUPERSEDED SURVEY CONTROL
 GV1660
 GV1660  NGVD 29 (??/??/??)    8.990  (m)           29.49   (f) ADJUSTED    1 2
 GV1660
 GV1660.Superseded values are not recommended for survey control.
 GV1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1660.See file dsdata.txt to determine how the superseded data were derived.
 GV1660
 GV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG189458(NAD 83)
 GV1660_MARKER: DD = SURVEY DISK
 GV1660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1660_SP_SET: BRIDGE
 GV1660_STAMPING: 29
 GV1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1660
 GV1660  HISTORY     - Date     Condition        Report By
 GV1660  HISTORY     - UNK      MONUMENTED       USGS
 GV1660  HISTORY     - 1942     GOOD             CGS
 GV1660  HISTORY     - 1979     GOOD             NGS
 GV1660  HISTORY     - 19960419 MARK NOT FOUND   USPSQD
 GV1660  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1660  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1660  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1660
 GV1660                          STATION DESCRIPTION
 GV1660
 GV1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1660'0.2 MI NW FROM PROVIDENCE FORGE.
 GV1660'0.2 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GV1660'STATION AT PROVIDENCE FORGE, NEW KENT COUNTY, AT BRIDGE 615 OVER
 GV1660'A CREEK, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL, AND
 GV1660'17.5 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK.  A
 GV1660'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 29.
 GV1660
 GV1660                          STATION RECOVERY (1979)
 GV1660
 GV1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1660'RECOVERED IN GOOD CONDITION.
 GV1660
 GV1660                          STATION RECOVERY (1996)
 GV1660
 GV1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1660'MARK NOT FOUND.
 GV1660
 GV1660                          STATION RECOVERY (2000)
 GV1660
 GV1660'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1660'MARK NOT FOUND.
 GV1660
 GV1660                          STATION RECOVERY (2001)
 GV1660
 GV1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1660
 GV1660                          STATION RECOVERY (2005)
 GV1660
 GV1660'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0536 ***********************************************************************
 FX0536  DESIGNATION -  29 USN
 FX0536  PID         -  FX0536
 FX0536  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0536  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0536
 FX0536                         *CURRENT SURVEY CONTROL
 FX0536  ___________________________________________________________________
 FX0536* NAD 83(1986)-  36 48 24.     (N)    076 01 06.     (W)     SCALED    
 FX0536* NAVD 88     -         5.479  (meters)      17.98   (feet)  ADJUSTED  
 FX0536  ___________________________________________________________________
 FX0536  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 FX0536  DYNAMIC HT  -           5.475 (meters)      17.96  (feet)  COMP
 FX0536  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 FX0536
 FX0536  VERT ORDER  -  FIRST     CLASS I
 FX0536
 FX0536.The horizontal coordinates were scaled from a topographic map and have
 FX0536.an estimated accuracy of +/- 6 seconds.
 FX0536
 FX0536.The orthometric height was determined by differential leveling
 FX0536.and adjusted by the National Geodetic Survey in June 1991..
 FX0536
 FX0536.The geoid height was determined by GEOID03.
 FX0536
 FX0536.The dynamic height is computed by dividing the NAVD 88
 FX0536.geopotential number by the normal gravity value computed on the
 FX0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0536.degrees latitude (g = 980.6199 gals.).
 FX0536
 FX0536.The modeled gravity was interpolated from observed gravity values.
 FX0536
 FX0536;                    North         East    Units  Estimated Accuracy
 FX0536;SPC VA S     - 1,055,440.    3,721,430.      MT  (+/- 180 meters Scaled)
 FX0536
 FX0536                          SUPERSEDED SURVEY CONTROL
 FX0536
 FX0536  NGVD 29 (??/??/92)    5.723  (m)           18.78   (f) ADJ UNCH    1 1
 FX0536
 FX0536.Superseded values are not recommended for survey control.
 FX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0536.See file dsdata.txt to determine how the superseded data were derived.
 FX0536
 FX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF091739(NAD 83)
 FX0536_MARKER: DD = SURVEY DISK
 FX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0536_STAMPING: 29
 FX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0536+STABILITY: SURFACE MOTION
 FX0536
 FX0536  HISTORY     - Date     Condition        Report By
 FX0536  HISTORY     - UNK      MONUMENTED       DOD
 FX0536  HISTORY     - 1963     GOOD             NGS
 FX0536  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 FX0536
 FX0536                          STATION DESCRIPTION
 FX0536
 FX0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0536'AT OCEANA NAVAL AIR STA.
 FX0536'AT OCEANA NAVAL AIR STATION, ABOUT 0.75 MILE NORTHWEST ALONG
 FX0536'PRINCESS ANNE ROAD FROM THE MAIN GATE, 213 1/2 FEET SOUTHEAST
 FX0536'OF THE SOUTH CORNER OF BUILDING 280, 23.7 FEET NORTHEAST OF
 FX0536'THE CENTER LINE OF PRINCESS ANNE ROAD, 22.2 FEET EAST OF CENTER
 FX0536'LINE OF DRIVEWAY LEADING TO PARKING LOT, ABOUT 1/2 FOOT ABOVE
 FX0536'THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST THAT
 FX0536'IS FLUSH WITH THE GROUND.
 FX0536
 FX0536                          STATION RECOVERY (2001)
 FX0536
 FX0536'RECOVERY NOTE BY US POWER SQUADRON 2001 (GKK)
 FX0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2504 ***********************************************************************
 GV2504  DESIGNATION -  294.0 USGS
 GV2504  PID         -  GV2504
 GV2504  STATE/COUNTY-  VA/LOUISA
 GV2504  USGS QUAD   -  BUCKNER (1973)
 GV2504
 GV2504                         *CURRENT SURVEY CONTROL
 GV2504  ___________________________________________________________________
 GV2504* NAD 83(1986)-  37 59 02.     (N)    077 45 39.     (W)     SCALED    
 GV2504* NAVD 88     -        89.361  (meters)     293.18   (feet)  ADJUSTED  
 GV2504  ___________________________________________________________________
 GV2504  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV2504  DYNAMIC HT  -          89.302 (meters)     292.99  (feet)  COMP
 GV2504  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 GV2504
 GV2504  VERT ORDER  -  SECOND    CLASS 0
 GV2504
 GV2504.The horizontal coordinates were scaled from a topographic map and have
 GV2504.an estimated accuracy of +/- 6 seconds.
 GV2504
 GV2504.The orthometric height was determined by differential leveling
 GV2504.and adjusted by the National Geodetic Survey in June 1991..
 GV2504
 GV2504.The geoid height was determined by GEOID03.
 GV2504
 GV2504.The dynamic height is computed by dividing the NAVD 88
 GV2504.geopotential number by the normal gravity value computed on the
 GV2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2504.degrees latitude (g = 980.6199 gals.).
 GV2504
 GV2504.The modeled gravity was interpolated from observed gravity values.
 GV2504
 GV2504;                    North         East    Units  Estimated Accuracy
 GV2504;SPC VA S     - 1,183,430.    3,564,940.      MT  (+/- 180 meters Scaled)
 GV2504
 GV2504                          SUPERSEDED SURVEY CONTROL
 GV2504
 GV2504  NGVD 29 (??/??/??)   89.612  (m)          294.00   (f) ADJUSTED    2 0
 GV2504
 GV2504.Superseded values are not recommended for survey control.
 GV2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2504.See file dsdata.txt to determine how the superseded data were derived.
 GV2504
 GV2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH575076(NAD 83)
 GV2504_MARKER: N = NAIL
 GV2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2504_SP_SET: OAK TREE
 GV2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2504
 GV2504  HISTORY     - Date     Condition        Report By
 GV2504  HISTORY     - UNK      MONUMENTED       USGS
 GV2504  HISTORY     - 1935     GOOD             CGS
 GV2504  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2504  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2504
 GV2504                          STATION DESCRIPTION
 GV2504
 GV2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2504'1.7 MI N FROM BUCKNERS.
 GV2504'1.7 MILES NORTH ALONG COUNTY ROAD 652 FROM THE CHESAPEAKE AND
 GV2504'OHIO RAILWAY STATION AT BUCKNERS, LOUISA COUNTY, ABOUT 140
 GV2504'FEET NORTHWEST OF THE JUNCTION OF COUNTY ROAD 650, 15 FEET
 GV2504'EAST OF THE CENTER LINE OF COUNTY ROAD 652, AND IN THE ROOT
 GV2504'OF A 26-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 GV2504'STANDARD COPPER NAIL AND WASHER.
 GV2504
 GV2504                          STATION RECOVERY (1998)
 GV2504
 GV2504'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2504'MARK NOT FOUND.
 GV2504
 GV2504                          STATION RECOVERY (2002)
 GV2504
 GV2504'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2504' 
 GV2504' 
 GV2504' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2516 ***********************************************************************
 GV2516  DESIGNATION -  294.91 USGS
 GV2516  PID         -  GV2516
 GV2516  STATE/COUNTY-  VA/HANOVER
 GV2516  USGS QUAD   -  BEAVERDAM (1985)
 GV2516
 GV2516                         *CURRENT SURVEY CONTROL
 GV2516  ___________________________________________________________________
 GV2516* NAD 83(1986)-  37 56 14.     (N)    077 37 43.     (W)     SCALED    
 GV2516* NAVD 88     -        89.616  (meters)     294.02   (feet)  ADJUSTED  
 GV2516  ___________________________________________________________________
 GV2516  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2516  DYNAMIC HT  -          89.558 (meters)     293.82  (feet)  COMP
 GV2516  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 GV2516
 GV2516  VERT ORDER  -  SECOND    CLASS 0
 GV2516
 GV2516.The horizontal coordinates were scaled from a topographic map and have
 GV2516.an estimated accuracy of +/- 6 seconds.
 GV2516
 GV2516.The orthometric height was determined by differential leveling
 GV2516.and adjusted by the National Geodetic Survey in June 1991..
 GV2516
 GV2516.The geoid height was determined by GEOID03.
 GV2516
 GV2516.The dynamic height is computed by dividing the NAVD 88
 GV2516.geopotential number by the normal gravity value computed on the
 GV2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2516.degrees latitude (g = 980.6199 gals.).
 GV2516
 GV2516.The modeled gravity was interpolated from observed gravity values.
 GV2516
 GV2516;                    North         East    Units  Estimated Accuracy
 GV2516;SPC VA S     - 1,178,350.    3,576,600.      MT  (+/- 180 meters Scaled)
 GV2516
 GV2516                          SUPERSEDED SURVEY CONTROL
 GV2516
 GV2516  NGVD 29 (??/??/??)   89.881  (m)          294.88   (f) ADJUSTED    2 0
 GV2516
 GV2516.Superseded values are not recommended for survey control.
 GV2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2516.See file dsdata.txt to determine how the superseded data were derived.
 GV2516
 GV2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH689021(NAD 83)
 GV2516_MARKER: Q = CHISELED SQUARE
 GV2516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2516_SP_SET: CEMENT GUARD
 GV2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2516
 GV2516  HISTORY     - Date     Condition        Report By
 GV2516  HISTORY     - UNK      MONUMENTED       USGS
 GV2516  HISTORY     - 1962     GOOD             CGS
 GV2516  HISTORY     - 1988     GOOD             USPSQD
 GV2516  HISTORY     - 19970212 GOOD             USPSQD
 GV2516  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2516
 GV2516                          STATION DESCRIPTION
 GV2516
 GV2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2516'1.6 MI SE FROM BEAVER DAM.
 GV2516'1.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV2516'THE STATION AT BEAVER DAM, HANOVER COUNTY, 25 FEET SOUTHWEST
 GV2516'OF THE STATION AT TEMON, 12 FEET EAST OF THE CENTER OF A ROAD
 GV2516'CROSSING, 6 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 GV2516'THE TRACK, AND ON THE TOP OF A CEMENT GUARD SURROUNDING THE
 GV2516'BASE OF AN AUTOMATIC CROSSING-WARNING SIGN.  A CHISELED SQUARE.
 GV2516
 GV2516                          STATION RECOVERY (1988)
 GV2516
 GV2516'RECOVERY NOTE BY US POWER SQUADRON 1988 (TOM)
 GV2516'RECOVERED IN GOOD CONDITION.
 GV2516
 GV2516                          STATION RECOVERY (1997)
 GV2516
 GV2516'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2516'RECOVERED IN GOOD CONDITION.
 GV2516
 GV2516                          STATION RECOVERY (2002)
 GV2516
 GV2516'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3477 ***********************************************************************
 HV3477  DESIGNATION -  295.1 USGS
 HV3477  PID         -  HV3477
 HV3477  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3477  USGS QUAD   -  LADYSMITH (1979)
 HV3477
 HV3477                         *CURRENT SURVEY CONTROL
 HV3477  ___________________________________________________________________
 HV3477* NAD 83(1986)-  38 07 22.     (N)    077 36 59.     (W)     SCALED    
 HV3477* NAVD 88     -        89.62   (+/-2cm)     294.0    (feet)  VERTCON   
 HV3477  ___________________________________________________________________
 HV3477  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3477
 HV3477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3477
 HV3477.The horizontal coordinates were scaled from a topographic map and have
 HV3477.an estimated accuracy of +/- 6 seconds.
 HV3477
 HV3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3477.The vertical order pertains to the NGVD 29 superseded value.
 HV3477
 HV3477.The geoid height was determined by GEOID03.
 HV3477
 HV3477;                    North         East    Units  Estimated Accuracy
 HV3477;SPC VA N     - 2,051,000.    3,577,480.      MT  (+/- 180 meters Scaled)
 HV3477
 HV3477                          SUPERSEDED SURVEY CONTROL
 HV3477
 HV3477  NGVD 29 (??/??/??)   89.896  (m)          294.93   (f) ADJUSTED    2 0
 HV3477
 HV3477.Superseded values are not recommended for survey control.
 HV3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3477.See file dsdata.txt to determine how the superseded data were derived.
 HV3477
 HV3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH706226(NAD 83)
 HV3477_MARKER: N = NAIL
 HV3477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3477_SP_SET: OAK TREE ROOT
 HV3477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3477
 HV3477  HISTORY     - Date     Condition        Report By
 HV3477  HISTORY     - UNK      MONUMENTED       USGS
 HV3477  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3477  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 HV3477
 HV3477                          STATION DESCRIPTION
 HV3477
 HV3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3477'2 MI SW FROM SNELL.
 HV3477'AT BLADES CORNER, SPOTSYLVANIA COUNTY, ABOUT 2.0 MILES SOUTHWEST
 HV3477'OF THE POST OFFICE AT SNELL, ABOUT 60 FEET NORTHWEST OF THE
 HV3477'JUNCTION OF STATE HIGHWAY 51 AND COUNTY ROAD 647, 35 FEET WEST
 HV3477'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A 4-INCH
 HV3477'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HV3477'AND WASHER.
 HV3477
 HV3477                          STATION RECOVERY (1998)
 HV3477
 HV3477'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1490 ***********************************************************************
 FX1490  DESIGNATION -  297
 FX1490  PID         -  FX1490
 FX1490  STATE/COUNTY-  VA/BRUNSWICK
 FX1490  USGS QUAD   -  WARFIELD (1986)
 FX1490
 FX1490                         *CURRENT SURVEY CONTROL
 FX1490  ___________________________________________________________________
 FX1490* NAD 83(1986)-  36 56 55.     (N)    077 46 44.     (W)     SCALED    
 FX1490* NAVD 88     -        90.456  (meters)     296.77   (feet)  POSTED    
 FX1490  ___________________________________________________________________
 FX1490  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FX1490  DYNAMIC HT  -          90.390 (meters)     296.55  (feet)  COMP
 FX1490  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 FX1490
 FX1490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1490
 FX1490.The horizontal coordinates were scaled from a topographic map and have
 FX1490.an estimated accuracy of +/- 6 seconds.
 FX1490
 FX1490.The orthometric height was determined by differential leveling
 FX1490.and adjusted by the National Geodetic Survey in 1992..
 FX1490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1490.rate of 0.0 thru 1.0 mm/km.
 FX1490
 FX1490.The geoid height was determined by GEOID03.
 FX1490
 FX1490.The dynamic height is computed by dividing the NAVD 88
 FX1490.geopotential number by the normal gravity value computed on the
 FX1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1490.degrees latitude (g = 980.6199 gals.).
 FX1490
 FX1490.The modeled gravity was interpolated from observed gravity values.
 FX1490
 FX1490;                    North         East    Units  Estimated Accuracy
 FX1490;SPC VA S     - 1,068,530.    3,564,230.      MT  (+/- 180 meters Scaled)
 FX1490
 FX1490                          SUPERSEDED SURVEY CONTROL
 FX1490
 FX1490  NGVD 29 (??/??/92)   90.779  (m)          297.83   (f) ADJ UNCH    2 0
 FX1490
 FX1490.Superseded values are not recommended for survey control.
 FX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1490.See file dsdata.txt to determine how the superseded data were derived.
 FX1490
 FX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF525927(NAD 83)
 FX1490_MARKER: P = PIPE CAP
 FX1490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1490_STAMPING: 297.834 297 1918
 FX1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1490
 FX1490  HISTORY     - Date     Condition        Report By
 FX1490  HISTORY     - 1918     MONUMENTED       USGS
 FX1490  HISTORY     - 1935     GOOD             NGS
 FX1490  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1490  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1490
 FX1490                          STATION DESCRIPTION
 FX1490
 FX1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1490'AT RAWLINGS.
 FX1490'AT RAWLINGS, BRUNSWICK COUNTY, 22 YARDS WEST OF THE WEST END
 FX1490'OF THE SEABOARD AIR LINE RAILWAY STATION, 17 FEET WEST OF THE
 FX1490'CENTER OF A ROAD CROSSING, 26 FEET NORTH OF THE CENTERLINE OF
 FX1490'THE MAIN TRACK, 11 FEET SOUTHEAST OF A SIGNAL-LINE POLE, ABOUT
 FX1490'LEVEL WITH THE RAIL AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FX1490'PIPE FLUSH WITH THE GROUND.
 FX1490
 FX1490                          STATION RECOVERY (1960)
 FX1490
 FX1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1490'MARK NOT FOUND.
 FX1490
 FX1490                          STATION RECOVERY (2001)
 FX1490
 FX1490'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3882 ***********************************************************************
 HV3882  DESIGNATION -  297=BEALETON USE
 HV3882  PID         -  HV3882
 HV3882  STATE/COUNTY-  VA/FAUQUIER
 HV3882  USGS QUAD   -  REMINGTON (1981)
 HV3882
 HV3882                         *CURRENT SURVEY CONTROL
 HV3882  ___________________________________________________________________
 HV3882* NAD 83(1986)-  38 34 17.     (N)    077 45 52.     (W)     SCALED    
 HV3882* NAVD 88     -        90.423  (meters)     296.66   (feet)  ADJUSTED  
 HV3882  ___________________________________________________________________
 HV3882  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3882  DYNAMIC HT  -          90.369 (meters)     296.49  (feet)  COMP
 HV3882  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 HV3882
 HV3882  VERT ORDER  -  SECOND    CLASS 0
 HV3882
 HV3882.The horizontal coordinates were scaled from a topographic map and have
 HV3882.an estimated accuracy of +/- 6 seconds.
 HV3882
 HV3882.The orthometric height was determined by differential leveling
 HV3882.and adjusted by the National Geodetic Survey in June 1991..
 HV3882
 HV3882.The geoid height was determined by GEOID03.
 HV3882
 HV3882.The dynamic height is computed by dividing the NAVD 88
 HV3882.geopotential number by the normal gravity value computed on the
 HV3882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3882.degrees latitude (g = 980.6199 gals.).
 HV3882
 HV3882.The modeled gravity was interpolated from observed gravity values.
 HV3882
 HV3882;                    North         East    Units  Estimated Accuracy
 HV3882;SPC VA N     - 2,100,680.    3,564,100.      MT  (+/- 180 meters Scaled)
 HV3882
 HV3882                          SUPERSEDED SURVEY CONTROL
 HV3882
 HV3882  NGVD 29 (??/??/??)   90.655  (m)          297.42   (f) ADJUSTED    2 0
 HV3882
 HV3882.Superseded values are not recommended for survey control.
 HV3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3882.See file dsdata.txt to determine how the superseded data were derived.
 HV3882
 HV3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH591728(NAD 83)
 HV3882_MARKER: B = BOLT
 HV3882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3882_STAMPING: 29 ENGR US ARMY
 HV3882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3882+STABILITY: SURFACE MOTION
 HV3882
 HV3882  HISTORY     - Date     Condition        Report By
 HV3882  HISTORY     - UNK      MONUMENTED       DOD
 HV3882  HISTORY     - 1935     GOOD             CGS
 HV3882  HISTORY     - 1948     GOOD             CGS
 HV3882
 HV3882                          STATION DESCRIPTION
 HV3882
 HV3882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3882'AT BEALETON.
 HV3882'AT BEALETON, FAUQUIER COUNTY, ABOUT 120 FEET SOUTHWEST OF THE
 HV3882'SOUTHERN RAILWAY STATION, 27 FEET SOUTHWEST OF THE CENTER OF A
 HV3882'ROAD CROSSING, 16 FEET NORTHWEST OF THE NORTHWEST RAIL, 13.1
 HV3882'FEET SOUTH OF A STOP LIGHT SIGNAL, AND 8.2 FEET NORTHWEST OF
 HV3882'THE MAIL CRANE.  A COPPER BOLT, STAMPED 29 ENGR. U.S. ARMY AND
 HV3882'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN MARCH
 HV3882'1941 THAT THE BENCH MARK HAD BEEN COVERED WITH 18 INCHES OF FILL
 HV3882'AS A RESULT OF HIGHWAY IMPROVEMENT.
 HV3882
 HV3882                          STATION RECOVERY (1948)
 HV3882
 HV3882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HV3882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5362 ***********************************************************************
 HV5362  DESIGNATION -  2A NPG 1941
 HV5362  PID         -  HV5362
 HV5362  STATE/COUNTY-  VA/KING GEORGE
 HV5362  USGS QUAD   -  DAHLGREN (1983)
 HV5362
 HV5362                         *CURRENT SURVEY CONTROL
 HV5362  ___________________________________________________________________
 HV5362* NAD 83(1993)-  38 19 14.20827(N)    077 01 44.49848(W)     ADJUSTED  
 HV5362* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV5362  ___________________________________________________________________
 HV5362  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 HV5362  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV5362
 HV5362  HORZ ORDER  -  SECOND
 HV5362
 HV5362.The horizontal coordinates were established by classical geodetic methods
 HV5362.and adjusted by the National Geodetic Survey in November 1994..
 HV5362
 HV5362.The orthometric height was scaled from a topographic map.
 HV5362
 HV5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5362
 HV5362.The geoid height was determined by GEOID03.
 HV5362
 HV5362;                    North         East     Units Scale Factor Converg.
 HV5362;SPC VA N     - 2,073,617.128 3,628,624.204   MT  0.99996173   +0 55 05.0
 HV5362;SPC VA N     - 6,803,192.19 11,904,911.24   sFT  0.99996173   +0 55 05.0
 HV5362;SPC MD       -    72,591.391   397,461.605   MT  0.99999648   -0 01 05.6
 HV5362;SPC MD       -   238,160.26  1,304,005.28   sFT  0.99999648   -0 01 05.6
 HV5362;UTM  18      - 4,243,336.590   322,626.536   MT  0.99998747   -1 15 30.4
 HV5362
 HV5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5362!SPC VA N     -   1.00000496  x   0.99996173  =   0.99996669
 HV5362!SPC MD       -   1.00000496  x   0.99999648  =   1.00000144
 HV5362!UTM  18      -   1.00000496  x   0.99998747  =   0.99999243
 HV5362
 HV5362                          SUPERSEDED SURVEY CONTROL
 HV5362
 HV5362  NAD 83(1993)-  38 19 14.20896(N)    077 01 44.50358(W) AD(       ) 2
 HV5362  NAD 83(1986)-  38 19 14.20782(N)    077 01 44.51206(W) AD(       ) 2
 HV5362  NAD 27      -  38 19 13.74900(N)    077 01 45.60300(W) AD(       ) 2
 HV5362
 HV5362.Superseded values are not recommended for survey control.
 HV5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5362.See file dsdata.txt to determine how the superseded data were derived.
 HV5362
 HV5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2262743337(NAD 83)
 HV5362_MARKER: DD = SURVEY DISK
 HV5362_SETTING: 0 = UNSPECIFIED SETTING
 HV5362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5362
 HV5362  HISTORY     - Date     Condition        Report By
 HV5362  HISTORY     - 1941     MONUMENTED       CGS
 HV5362  HISTORY     - 1944     GOOD             CGS
 HV5362  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV5362  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5362  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5362  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5362
 HV5362                          STATION DESCRIPTION
 HV5362
 HV5362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GCM)
 HV5362'IN THE RESERVATION AT THE NAVAL PROVING GROUNDS, DAHLGREN,
 HV5362'VA., 240 FEET NORTH OF THE SEA PLANE HANGAR, 20 FEET WEST
 HV5362'OF THE RIVER BANK.  MARKED BY A STANDARD NAVY DEPARTMENT
 HV5362'BRONZE TRIANGULATION DISC. SET IN CONCRETE.  SURFACE MARK
 HV5362'ONLY.
 HV5362
 HV5362                          STATION RECOVERY (1944)
 HV5362
 HV5362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (TBR)
 HV5362'RECOVERED IN GOOD CONDITION.  THE SEAPLANE HANGAR HAS BEEN
 HV5362'REMOVED AND THE STATION IS NOW IN FRONT OF THE MACHINE GUN
 HV5362'BATTERY.  A SIGNAL WAS IN PLACE OVER THE STATION AND IT WAS
 HV5362'NOT VISITED DUE TO ITS LOCATION.
 HV5362
 HV5362                          STATION RECOVERY (1960)
 HV5362
 HV5362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5362'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF
 HV5362'THE AREA BY TWO MEN.  THE DESCRIPTION IS INADEQUATE FOR
 HV5362'PRESENT DAY RECOVERY.
 HV5362
 HV5362                          STATION RECOVERY (1993)
 HV5362
 HV5362'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5362'MARK NOT FOUND.
 HV5362
 HV5362                          STATION RECOVERY (1998)
 HV5362
 HV5362'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5362'MARK NOT FOUND.
 HV5362
 HV5362                          STATION RECOVERY (2003)
 HV5362
 HV5362'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5362'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5558 ***********************************************************************
 GV5558  DESIGNATION -  3
 GV5558  PID         -  GV5558
 GV5558  STATE/COUNTY-  VA/C OF RICHMOND
 GV5558  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5558
 GV5558                         *CURRENT SURVEY CONTROL
 GV5558  ___________________________________________________________________
 GV5558* NAD 83(1993)-  37 27 56.12915(N)    077 27 47.25713(W)     ADJUSTED  
 GV5558* NAVD 88     -        43.77   (+/-2cm)     143.6    (feet)  VERTCON   
 GV5558  ___________________________________________________________________
 GV5558  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GV5558  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GV5558
 GV5558  HORZ ORDER  -  SECOND
 GV5558  VERT ORDER  -  THIRD ? (See Below)
 GV5558
 GV5558.The horizontal coordinates were established by classical geodetic methods
 GV5558.and adjusted by the National Geodetic Survey in September 1995..
 GV5558
 GV5558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5558.The vertical order pertains to the NGVD 29 superseded value.
 GV5558
 GV5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5558
 GV5558.The geoid height was determined by GEOID03.
 GV5558
 GV5558;                    North         East     Units Scale Factor Converg.
 GV5558;SPC VA S     - 1,126,156.254 3,591,721.294   MT  0.99994686   +0 37 45.5
 GV5558;SPC VA S     - 3,694,730.98 11,783,838.95   sFT  0.99994686   +0 37 45.5
 GV5558;UTM  18      - 4,149,373.144   282,166.552   MT  1.00018453   -1 29 55.9
 GV5558
 GV5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5558!SPC VA S     -   0.99999833  x   0.99994686  =   0.99994519
 GV5558!UTM  18      -   0.99999833  x   1.00018453  =   1.00018286
 GV5558
 GV5558:                Primary Azimuth Mark                     Grid Az
 GV5558:SPC VA S     -  2                                        111 41 36.5
 GV5558:UTM  18      -  2                                        113 49 17.9
 GV5558
 GV5558|---------------------------------------------------------------------|
 GV5558| PID    Reference Object                     Distance      Geod. Az  |
 GV5558|                                                           dddmmss.s |
 GV5558| GV5554 2                                   471.990 METERS 1121922.0 |
 GV5558| DC5490 3 RM                                  7.679 METERS 31443     |
 GV5558|---------------------------------------------------------------------|
 GV5558
 GV5558                          SUPERSEDED SURVEY CONTROL
 GV5558
 GV5558  NAD 83(1993)-  37 27 56.12913(N)    077 27 47.25698(W) AD(       ) 2
 GV5558  NAD 83(1986)-  37 27 56.13550(N)    077 27 47.27398(W) AD(       ) 2
 GV5558  NAD 27      -  37 27 55.60386(N)    077 27 48.32808(W) AD(       ) 2
 GV5558  NGVD 29 (07/19/86)   44.08   (m)          144.6    (f) LEVELING    3  
 GV5558
 GV5558.Superseded values are not recommended for survey control.
 GV5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5558.See file dsdata.txt to determine how the superseded data were derived.
 GV5558
 GV5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8216749373(NAD 83)
 GV5558_MARKER: Z = SEE DESCRIPTION
 GV5558_SETTING: 0 = UNSPECIFIED SETTING
 GV5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5558+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV5558
 GV5558  HISTORY     - Date     Condition        Report By
 GV5558  HISTORY     - 1972     MONUMENTED       VA2060
 GV5558  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5558  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5558  HISTORY     - 20040221 GOOD             USPSQD
 GV5558
 GV5558                          STATION DESCRIPTION
 GV5558
 GV5558'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5558'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5558'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 1.2 MILES
 GV5558'TO POINT NO 3.
 GV5558'
 GV5558'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5558'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5558'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5558'ABOUT 10 INCH BELOW GROUND.
 GV5558'
 GV5558'32.2 FEET S. W. OF C/L OF WALMSLEY BLVD., 13.3 FEET S. W. OF N. END
 GV5558'OF 16 INCH DRAIN PIPE (GALVANIZED), 30.4 FEET W. OF S. END OF 16
 GV5558'INCH DRAIN PIPE (GALVANIZED).
 GV5558'
 GV5558'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5558'CENTER OF PIN, SET FLUSH TO GROUND.  26.0 FEET S. W. C/L OF WALMSLEY
 GV5558'BLVD., 24.6 FEET N. W. OF N. END OF 16 INCH GALVANIZED DRAIN PIPE,
 GV5558'52.1 FEET N. W. OF S. END OF 16 INCH GALVANIZED DRAIN PIPE.
 GV5558'
 GV5558'DISTANCE BETWEEN PT. 3 AND R. M. IS 25.20 FT., 7.679 M.
 GV5558'
 GV5558'NEAREST TOWN--RICHMOND.
 GV5558
 GV5558                          STATION RECOVERY (1995)
 GV5558
 GV5558'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5558'MARK NOT FOUND.
 GV5558
 GV5558                          STATION RECOVERY (1999)
 GV5558
 GV5558'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5558'MARK NOT FOUND.
 GV5558
 GV5558                          STATION RECOVERY (2004)
 GV5558
 GV5558'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1531 ***********************************************************************
 GW1531  DESIGNATION -  3 B
 GW1531  PID         -  GW1531
 GW1531  STATE/COUNTY-  VA/ALLEGHANY
 GW1531  USGS QUAD   -  COVINGTON (1984)
 GW1531
 GW1531                         *CURRENT SURVEY CONTROL
 GW1531  ___________________________________________________________________
 GW1531* NAD 83(1986)-  37 47 39.     (N)    079 59 43.     (W)     SCALED    
 GW1531* NAVD 88     -       375.950  (meters)    1233.43   (feet)  ADJUSTED  
 GW1531  ___________________________________________________________________
 GW1531  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1531  DYNAMIC HT  -         375.644 (meters)    1232.43  (feet)  COMP
 GW1531  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 GW1531
 GW1531  VERT ORDER  -  FIRST     CLASS II
 GW1531
 GW1531.The horizontal coordinates were scaled from a topographic map and have
 GW1531.an estimated accuracy of +/- 6 seconds.
 GW1531
 GW1531.The orthometric height was determined by differential leveling
 GW1531.and adjusted by the National Geodetic Survey in June 1991..
 GW1531
 GW1531.The geoid height was determined by GEOID03.
 GW1531
 GW1531.The dynamic height is computed by dividing the NAVD 88
 GW1531.geopotential number by the normal gravity value computed on the
 GW1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1531.degrees latitude (g = 980.6199 gals.).
 GW1531
 GW1531.The modeled gravity was interpolated from observed gravity values.
 GW1531
 GW1531;                    North         East    Units  Estimated Accuracy
 GW1531;SPC VA S     - 1,163,160.    3,368,310.      MT  (+/- 180 meters Scaled)
 GW1531
 GW1531                          SUPERSEDED SURVEY CONTROL
 GW1531
 GW1531  NGVD 29 (??/??/92)  376.119  (m)         1233.98   (f) ADJ UNCH    1 2
 GW1531
 GW1531.Superseded values are not recommended for survey control.
 GW1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1531.See file dsdata.txt to determine how the superseded data were derived.
 GW1531
 GW1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB884834(NAD 83)
 GW1531_MARKER: DD = SURVEY DISK
 GW1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1531_STAMPING: 3 B 1935
 GW1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1531+STABILITY: SURFACE MOTION
 GW1531
 GW1531  HISTORY     - Date     Condition        Report By
 GW1531  HISTORY     - 1935     MONUMENTED       USFS
 GW1531  HISTORY     - 1958     GOOD             NGS
 GW1531
 GW1531                          STATION DESCRIPTION
 GW1531
 GW1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1531'AT COVINGTON.
 GW1531'AT COVINGTON, ABOUT 0.1 MILE NORTHWEST ALONG BRIDGE STREET
 GW1531'(U.S. HIGHWAY 60) FROM THE POST OFFICE, AT THE INTERSECTION OF
 GW1531'RIVERSIDE STREET, 4.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 GW1531'RIVERSIDE STREET, 17.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 GW1531'BRIDGE STREET, 5.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 GW1531'CONCRETE SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP
 GW1531'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1954 ***********************************************************************
 GX1954  DESIGNATION -  3 BC
 GX1954  PID         -  GX1954
 GX1954  STATE/COUNTY-  VA/BUCHANAN
 GX1954  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1954
 GX1954                         *CURRENT SURVEY CONTROL
 GX1954  ___________________________________________________________________
 GX1954* NAD 83(1986)-  37 13 43.     (N)    081 48 42.     (W)     SCALED    
 GX1954* NAVD 88     -       557.720  (meters)    1829.79   (feet)  ADJUSTED  
 GX1954  ___________________________________________________________________
 GX1954  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1954  DYNAMIC HT  -         557.237 (meters)    1828.20  (feet)  COMP
 GX1954  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 GX1954
 GX1954  VERT ORDER  -  SECOND    CLASS 0
 GX1954
 GX1954.The horizontal coordinates were scaled from a topographic map and have
 GX1954.an estimated accuracy of +/- 6 seconds.
 GX1954
 GX1954.The orthometric height was determined by differential leveling
 GX1954.and adjusted by the National Geodetic Survey in June 1991..
 GX1954
 GX1954.The geoid height was determined by GEOID03.
 GX1954
 GX1954.The dynamic height is computed by dividing the NAVD 88
 GX1954.geopotential number by the normal gravity value computed on the
 GX1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1954.degrees latitude (g = 980.6199 gals.).
 GX1954
 GX1954.The modeled gravity was interpolated from observed gravity values.
 GX1954
 GX1954;                    North         East    Units  Estimated Accuracy
 GX1954;SPC VA S     - 1,104,510.    3,206,180.      MT  (+/- 180 meters Scaled)
 GX1954
 GX1954                          SUPERSEDED SURVEY CONTROL
 GX1954
 GX1954  NGVD 29 (??/??/92)  557.868  (m)         1830.27   (f) ADJ UNCH    2 0
 GX1954
 GX1954.Superseded values are not recommended for survey control.
 GX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1954.See file dsdata.txt to determine how the superseded data were derived.
 GX1954
 GX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB279205(NAD 83)
 GX1954_MARKER: DD = SURVEY DISK
 GX1954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1954_SP_SET: BRIDGE
 GX1954_STAMPING: B C 3 1946
 GX1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1954
 GX1954  HISTORY     - Date     Condition        Report By
 GX1954  HISTORY     - 1946     MONUMENTED       USGS
 GX1954  HISTORY     - 1958     GOOD             NGS
 GX1954
 GX1954                          STATION DESCRIPTION
 GX1954
 GX1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1954'4.6 MI SE FROM WHITEWOOD.
 GX1954'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1954'SCHOOL AT WHITEWOOD, AT THE CONFLUENCE OF DISMAL CREEK AND SENG
 GX1954'CAMP FORK, ABOUT 50 YARDS SOUTHEAST OF JEWELL VALLEY SCHOOL, 0.1
 GX1954'MILE SOUTH OF THE JUNCTION OF BLACK TOP ROAD 636, IN TOP AND
 GX1954'NORTHEAST END OF THE NORTH HEAD WALL OF A 20-FOOT NORFOLK AND
 GX1954'WESTERN RAILWAY BRIDGE OVER THE MOUTH OF SENG CAMP FORK, 9 1/2
 GX1954'FEET NORTH OF THE NORTH RAIL, 95 FEET WEST OF THE CENTER OF THE
 GX1954'CROSSING OF THE RAILWAY AND A ROAD ALONG SENG CAMP FORK, AND
 GX1954'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5363 ***********************************************************************
 HV5363  DESIGNATION -  3 KB 3 OFFSET 1954 RM 3
 HV5363  PID         -  HV5363
 HV5363  STATE/COUNTY-  VA/KING GEORGE
 HV5363  USGS QUAD   -  DAHLGREN (1983)
 HV5363
 HV5363                         *CURRENT SURVEY CONTROL
 HV5363  ___________________________________________________________________
 HV5363* NAD 83(1993)-  38 17 30.82909(N)    077 00 40.46534(W)     ADJUSTED  
 HV5363* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 HV5363  ___________________________________________________________________
 HV5363  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 HV5363  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HV5363
 HV5363  HORZ ORDER  -  SECOND
 HV5363
 HV5363.The horizontal coordinates were established by classical geodetic methods
 HV5363.and adjusted by the National Geodetic Survey in November 1994..
 HV5363
 HV5363.The orthometric height was scaled from a topographic map.
 HV5363
 HV5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5363
 HV5363.The geoid height was determined by GEOID03.
 HV5363
 HV5363;                    North         East     Units Scale Factor Converg.
 HV5363;SPC VA N     - 2,070,455.147 3,630,231.080   MT  0.99996444   +0 55 45.0
 HV5363;SPC VA N     - 6,792,818.26 11,910,183.13   sFT  0.99996444   +0 55 45.0
 HV5363;SPC MD       -    69,403.461   399,016.655   MT  1.00000142   -0 00 25.4
 HV5363;SPC MD       -   227,701.19  1,309,107.14   sFT  1.00000142   -0 00 25.4
 HV5363;UTM  18      - 4,240,115.805   324,112.218   MT  0.99998101   -1 14 47.8
 HV5363
 HV5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5363!SPC VA N     -   1.00000277  x   0.99996444  =   0.99996721
 HV5363!SPC MD       -   1.00000277  x   1.00000142  =   1.00000419
 HV5363!UTM  18      -   1.00000277  x   0.99998101  =   0.99998378
 HV5363
 HV5363                          SUPERSEDED SURVEY CONTROL
 HV5363
 HV5363  NAD 83(1993)-  38 17 30.82955(N)    077 00 40.47116(W) AD(       ) 2
 HV5363  NAD 83(1986)-  38 17 30.82932(N)    077 00 40.48052(W) AD(       ) 2
 HV5363  NAD 27      -  38 17 30.36800(N)    077 00 41.57200(W) AD(       ) 2
 HV5363
 HV5363.Superseded values are not recommended for survey control.
 HV5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5363.See file dsdata.txt to determine how the superseded data were derived.
 HV5363
 HV5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2411240116(NAD 83)
 HV5363_MARKER: DR = REFERENCE MARK DISK
 HV5363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5363+STABILITY: SURFACE MOTION
 HV5363
 HV5363  HISTORY     - Date     Condition        Report By
 HV5363  HISTORY     - 1954     MONUMENTED       CGS
 HV5363  HISTORY     - 1958     GOOD             CGS
 HV5363  HISTORY     - 1961     GOOD             CGS
 HV5363  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5363  HISTORY     - 20040107 MARK NOT FOUND   USPSQD
 HV5363
 HV5363                          STATION DESCRIPTION
 HV5363
 HV5363'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5363'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE
 HV5363'SMALL TOWN OF NINDE, ON THE WEST BANK OF THE POTOMAC RIVER.
 HV5363'IT IS 10 FEET SOUTHWEST OF THE RIVER BANK AND 6 FEET SOUTH OF
 HV5363'AN IRON PEDESTAL.  THE DISK IS SET IN CONCRETE WHICH IS ABOUT
 HV5363'20 INCHES IN DIAMETER WITH 3 IRON BOLTS PROTRUDING FROM THE
 HV5363'SURFACE OF THE CONCRETE.  THE DISK IS A STANDARD USC AND GS
 HV5363'REFERENCE MARK DISK AND IS STAMPED 3 (KB) NO 3 1954 3 OFFSET.
 HV5363'
 HV5363'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HV5363'TO R.M. NO. 3.  THE DISTANCE IS 38.878 METERS OR 127.55 FEET.
 HV5363'
 HV5363'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 205 AND COUNTY
 HV5363'ROUTE 619 AT THE SMALL TOWN OF NINDE, GO NORTHEAST FOR 0.7
 HV5363'MILE ON ROUTE 619 TO WHERE THE ROAD FORKS, TAKE THE RIGHT
 HV5363'FORK AND GO 0.2 MILE TO ANOTHER FORK, TAKE THE RIGHT FORK
 HV5363'AND GO 1.1 MILES TO A DIRT SIDE ROAD LEFT AND A SIGN MOUNT
 HV5363'MORIAH, TURN LEFT AND GO 1.2 MILES TO THE AZIMUTH MARK ON
 HV5363'THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A STEEL
 HV5363'GATE, PASS THROUGH THE GATE AND GO 0.15 MILE TO THE STATION
 HV5363'AS DESCRIBED.
 HV5363
 HV5363                          STATION RECOVERY (1958)
 HV5363
 HV5363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5363'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 HV5363'BY D.A.J. IS ADEQUATE AND COMPLETE WITH THE FOLLOWING CORRECTION.
 HV5363'
 HV5363'THE MARK IS 6 FEET SW OF THE BLUFF.
 HV5363
 HV5363                          STATION RECOVERY (1961)
 HV5363
 HV5363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5363'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5363
 HV5363                          STATION RECOVERY (1993)
 HV5363
 HV5363'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5363'MARK NOT FOUND.
 HV5363
 HV5363                          STATION RECOVERY (2004)
 HV5363
 HV5363'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2499 ***********************************************************************
 GW2499  DESIGNATION -  3 MLS
 GW2499  PID         -  GW2499
 GW2499  STATE/COUNTY-  VA/AMHERST
 GW2499  USGS QUAD   -  BIG ISLAND (1983)
 GW2499
 GW2499                         *CURRENT SURVEY CONTROL
 GW2499  ___________________________________________________________________
 GW2499* NAD 83(1993)-  37 33 19.81151(N)    079 21 58.06580(W)     ADJUSTED  
 GW2499* NAVD 88     -       203.7    (meters)     668.     (feet)  VERTCON   
 GW2499  ___________________________________________________________________
 GW2499  X           -     934,248.390 (meters)                     COMP
 GW2499  Y           -  -4,975,842.136 (meters)                     COMP
 GW2499  Z           -   3,866,553.997 (meters)                     COMP
 GW2499  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 GW2499  ELLIP HEIGHT-         171.49  (meters)          (05/17/02) GPS OBS
 GW2499  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW2499
 GW2499  HORZ ORDER  -  FIRST
 GW2499  ELLP ORDER  -  FOURTH    CLASS II
 GW2499
 GW2499.The horizontal coordinates were established by GPS observations
 GW2499.and adjusted by the National Geodetic Survey in November 1994..
 GW2499
 GW2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2499
 GW2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2499
 GW2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2499
 GW2499.The ellipsoidal height was determined by GPS observations
 GW2499.and is referenced to NAD 83.
 GW2499
 GW2499.The geoid height was determined by GEOID03.
 GW2499
 GW2499;                    North         East     Units Scale Factor Converg.
 GW2499;SPC VA S     - 1,135,982.145 3,423,473.690   MT  0.99995077   -0 31 32.4
 GW2499;SPC VA S     - 3,726,968.09 11,231,846.60   sFT  0.99995077   -0 31 32.4
 GW2499;UTM  17      - 4,157,753.458   644,316.057   MT  0.99985654   +0 59 45.8
 GW2499
 GW2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2499!SPC VA S     -   0.99997309  x   0.99995077  =   0.99992386
 GW2499!UTM  17      -   0.99997309  x   0.99985654  =   0.99982963
 GW2499
 GW2499                          SUPERSEDED SURVEY CONTROL
 GW2499
 GW2499  ELLIP H (11/14/94)  171.55   (m)                       GP(       ) 4 2
 GW2499  NAD 83(1986)-  37 33 19.81627(N)    079 21 58.07820(W) AD(       ) 1
 GW2499  NGVD 29 (07/01/93)  203.9    (m)          669.     (f) GPS OBS        
 GW2499
 GW2499.Superseded values are not recommended for survey control.
 GW2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2499.See file dsdata.txt to determine how the superseded data were derived.
 GW2499
 GW2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4431657753(NAD 83)
 GW2499_MARKER: DB = BENCH MARK DISK
 GW2499_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GW2499_SP_SET: SET IN TOP OF BRIDGE WALL
 GW2499_STAMPING: 3 MLS 1962
 GW2499_MARK LOGO: DI    
 GW2499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2499+STABILITY: SURFACE MOTION
 GW2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2499+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1992
 GW2499
 GW2499  HISTORY     - Date     Condition        Report By
 GW2499  HISTORY     - 1962     MONUMENTED       USGS
 GW2499  HISTORY     - 19920217 GOOD             MSI
 GW2499
 GW2499                          STATION DESCRIPTION
 GW2499
 GW2499'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2499'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.2
 GW2499'MI (1.9 KM) NORTH OF THE TOWN OF BIG ISLAND.
 GW2499'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 122,
 GW2499'PROCEED NORTH ALONG U.S. 501 FOR 1.25 MI (2.01 KM) TO THE ENTRANCE OF
 GW2499'THE BLUERIDGE PARKWAY.  TURN LEFT ONTO THE PARKWAY ONRAMP AND
 GW2499'CONTINUE FOR 0.2 MI (0.3 KM) TO THE BLUE RIDGE PARKWAY.  TURN RIGHT
 GW2499'ONTO THE PARKWAY AND PROCEED EAST FOR 0.4 MI (0.6 KM) TO THE STATION
 GW2499'ON THE RIGHT ON THE CONCRETE GUARDRAIL AT THE SOUTHEAST CORNER OF THE
 GW2499'BRIDGE OVER THE JAMES RIVER.
 GW2499'THE STATION IS A STANDARD US DEPT OF INTERIOR BENCHMARK DISK SET IN
 GW2499'THE TOP OF A CONCRETE GUARDRAIL, STAMPED 3 MLS 1962.  THE STATION IS
 GW2499'LOCATED 19.4 FT (5.9 M) SOUTH OF THE CENTERLINE OF THE BLUE RIDGE
 GW2499'PARKWAY, 18.8 FT (5.7 M)  WEST OF THE EASTERN END OF THE CONCRETE
 GW2499'GUARDRAIL, AND 17.2 FT (5.2 M) EAST OF A WAYSIDE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5364 ***********************************************************************
 HV5364  DESIGNATION -  3 OFFSET
 HV5364  PID         -  HV5364
 HV5364  STATE/COUNTY-  VA/KING GEORGE
 HV5364  USGS QUAD   -  DAHLGREN (1983)
 HV5364
 HV5364                         *CURRENT SURVEY CONTROL
 HV5364  ___________________________________________________________________
 HV5364* NAD 83(1993)-  38 17 31.27798(N)    077 00 41.96039(W)     ADJUSTED  
 HV5364* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 HV5364  ___________________________________________________________________
 HV5364  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 HV5364  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HV5364
 HV5364  HORZ ORDER  -  FIRST
 HV5364
 HV5364.The horizontal coordinates were established by classical geodetic methods
 HV5364.and adjusted by the National Geodetic Survey in November 1994..
 HV5364
 HV5364.The orthometric height was scaled from a topographic map.
 HV5364
 HV5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5364
 HV5364.The geoid height was determined by GEOID03.
 HV5364
 HV5364;                    North         East     Units Scale Factor Converg.
 HV5364;SPC VA N     - 2,070,468.396 3,630,194.530   MT  0.99996443   +0 55 44.0
 HV5364;SPC VA N     - 6,792,861.73 11,910,063.22   sFT  0.99996443   +0 55 44.0
 HV5364;SPC MD       -    69,417.307   398,980.326   MT  1.00000140   -0 00 26.3
 HV5364;SPC MD       -   227,746.61  1,308,987.95   sFT  1.00000140   -0 00 26.3
 HV5364;UTM  18      - 4,240,130.433   324,076.197   MT  0.99998117   -1 14 48.8
 HV5364
 HV5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5364!SPC VA N     -   1.00000277  x   0.99996443  =   0.99996720
 HV5364!SPC MD       -   1.00000277  x   1.00000140  =   1.00000417
 HV5364!UTM  18      -   1.00000277  x   0.99998117  =   0.99998394
 HV5364
 HV5364:                Primary Azimuth Mark                     Grid Az
 HV5364:SPC VA N     -  3 OFFSET AZ MK                           194 21 30.9
 HV5364:SPC MD       -  3 OFFSET AZ MK                           195 17 41.2
 HV5364:UTM  18      -  3 OFFSET AZ MK                           196 32 03.7
 HV5364
 HV5364|---------------------------------------------------------------------|
 HV5364| PID    Reference Object                     Distance      Geod. Az  |
 HV5364|                                                           dddmmss.s |
 HV5364| DC6618 3 OFFSET AZ MK                                     1951714.9 |
 HV5364| DC6619 3 OFFSET RM 1                        20.907 METERS 25756     |
 HV5364| DC6620 3 OFFSET RM 2                        29.418 METERS 34805     |
 HV5364|---------------------------------------------------------------------|
 HV5364
 HV5364                          SUPERSEDED SURVEY CONTROL
 HV5364
 HV5364  NAD 83(1993)-  38 17 31.27844(N)    077 00 41.96621(W) AD(       ) 1
 HV5364  NAD 83(1986)-  38 17 31.27820(N)    077 00 41.97556(W) AD(       ) 1
 HV5364  NAD 27      -  38 17 30.81700(N)    077 00 43.06700(W) AD(       ) 1
 HV5364
 HV5364.Superseded values are not recommended for survey control.
 HV5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5364.See file dsdata.txt to determine how the superseded data were derived.
 HV5364
 HV5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2407640130(NAD 83)
 HV5364_MARKER: DS = TRIANGULATION STATION DISK
 HV5364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5364
 HV5364  HISTORY     - Date     Condition        Report By
 HV5364  HISTORY     - 1954     MONUMENTED       CGS
 HV5364  HISTORY     - 1958     GOOD             CGS
 HV5364  HISTORY     - 1961     GOOD             CGS
 HV5364  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5364  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5364  HISTORY     - 20040107 MARK NOT FOUND   USPSQD
 HV5364
 HV5364                          STATION DESCRIPTION
 HV5364
 HV5364'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5364'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE
 HV5364'SMALL TOWN OF NINDE, ON THE WEST BANK OF THE POTOMAC RIVER.
 HV5364'IT IS 79 FEET SOUTHWEST OF THE RIVER BANK, 58 FEET SOUTHWEST
 HV5364'OF THE SOUTHWEST CORNER OF A WHITE SHED AND 35 FEET SOUTHWEST
 HV5364'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HV5364'IS STAMPED 3 KB 1954.  OFFSET.
 HV5364'
 HV5364'REFERENCE MARK NO. 1 IS 140 FEET SOUTHWEST OF THE RIVER BANK.
 HV5364'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED 3 NO 1 1954.
 HV5364'OFFSET.
 HV5364'
 HV5364'REFERENCE MARK NO. 2 IS 37 FEET WEST-SOUTHWEST OF THE RIVER
 HV5364'BANK AND 24 FEET WEST-NORTHWEST OF AN OAK TREE.  THE MARK
 HV5364'PROJECTS 4 INCHES AND THE DISK IS STAMPED 3 NO 2 1954 OFFSET.
 HV5364'
 HV5364'REFERENCE MARK NO. 3 IS 10 FEET SOUTHWEST OF THE RIVER BANK,
 HV5364'6 FEET SOUTH OF AN IRON PEDESTAL AND THE MARK IS ABOUT 20
 HV5364'INCHES IN DIAMETER WITH 3 IRON BOLTS PROTRUDING FROM THE
 HV5364'SURFACE OF THE CONCRETE.  THE MARK IS SET FLUSH WITH THE SURFACE
 HV5364'OF THE GROUND AND THE DISK IS STAMPED 3 (KB) NO 3 1954 3 OFFSET.
 HV5364'
 HV5364'THE AZIMUTH MARK IS 16 FEET NORTHWEST OF A FENCE CORNER AND
 HV5364'13 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS
 HV5364'4 INCHES AND THE DISK IS STAMPED 3 1954 OFFSET.
 HV5364'
 HV5364'A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO REFERENCE
 HV5364'MARK NO. 3 AND THE DISTANCE AND DIRECTION IS SHOWN ABOVE.
 HV5364'
 HV5364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 205
 HV5364'AND COUNTY ROUTE 619 AT THE SMALL TOWN OF NINDE, GO NORTHEAST
 HV5364'FOR 0.7 MILE ON ROUTE 619 TO WHERE THE ROAD FORKS, TAKE THE
 HV5364'RIGHT FORK AND GO 0.2 MILE TO ANOTHER FORK, TAKE THE RIGHT
 HV5364'FORK AND GO 1.1 MILE TO A DIRT SIDE ROAD LEFT AND A SIGN
 HV5364'MOUNT MORIAH, TURN LEFT AND GO 1.2 MILES TO THE AZIMUTH MARK
 HV5364'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A STEEL
 HV5364'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.15 MILE TO
 HV5364'THE STATION AS DESCRIBED.
 HV5364'
 HV5364'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV5364
 HV5364                          STATION RECOVERY (1958)
 HV5364
 HV5364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5364'THE STATION AND REFERENCE MARKS NO. 1, 2 AND 3 WERE RECOVERED
 HV5364'IN GOOD CONDITION.  THE 1954 DESCRIPTION BY D.A.J. IS ADEQUATE
 HV5364'AND COMPLETE.
 HV5364
 HV5364                          STATION RECOVERY (1961)
 HV5364
 HV5364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5364'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HV5364'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV5364
 HV5364                          STATION RECOVERY (1993)
 HV5364
 HV5364'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5364'MARK NOT FOUND.
 HV5364
 HV5364                          STATION RECOVERY (1999)
 HV5364
 HV5364'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5364'MARK NOT FOUND.
 HV5364
 HV5364                          STATION RECOVERY (2004)
 HV5364
 HV5364'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0104 ***********************************************************************
 FW0104  DESIGNATION -  3 USN
 FW0104  PID         -  FW0104
 FW0104  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0104  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0104
 FW0104                         *CURRENT SURVEY CONTROL
 FW0104  ___________________________________________________________________
 FW0104* NAD 83(1986)-  36 46 11.     (N)    075 58 00.     (W)     SCALED    
 FW0104* NAVD 88     -         1.508  (meters)       4.95   (feet)  ADJUSTED  
 FW0104  ___________________________________________________________________
 FW0104  GEOID HEIGHT-         -37.89  (meters)                     GEOID03
 FW0104  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 FW0104  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 FW0104
 FW0104  VERT ORDER  -  FIRST     CLASS II
 FW0104
 FW0104.The horizontal coordinates were scaled from a topographic map and have
 FW0104.an estimated accuracy of +/- 6 seconds.
 FW0104
 FW0104.The orthometric height was determined by differential leveling
 FW0104.and adjusted by the National Geodetic Survey in June 1991..
 FW0104
 FW0104.The geoid height was determined by GEOID03.
 FW0104
 FW0104.The dynamic height is computed by dividing the NAVD 88
 FW0104.geopotential number by the normal gravity value computed on the
 FW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0104.degrees latitude (g = 980.6199 gals.).
 FW0104
 FW0104.The modeled gravity was interpolated from observed gravity values.
 FW0104
 FW0104;                    North         East    Units  Estimated Accuracy
 FW0104;SPC VA S     - 1,051,460.    3,726,150.      MT  (+/- 180 meters Scaled)
 FW0104
 FW0104                          SUPERSEDED SURVEY CONTROL
 FW0104
 FW0104  NGVD 29 (??/??/??)    1.847  (m)            6.06   (f) ADJUSTED    1 2
 FW0104
 FW0104.Superseded values are not recommended for survey control.
 FW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0104.See file dsdata.txt to determine how the superseded data were derived.
 FW0104
 FW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF137697(NAD 83)
 FW0104_MARKER: B = BOLT
 FW0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0104_STAMPING: 3
 FW0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0104+STABILITY: SURFACE MOTION
 FW0104
 FW0104  HISTORY     - Date     Condition        Report By
 FW0104  HISTORY     - UNK      MONUMENTED       USN
 FW0104  HISTORY     - 1952     GOOD             CGS
 FW0104  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0104
 FW0104                          STATION DESCRIPTION
 FW0104
 FW0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0104'AT DAM NECK MILLS.
 FW0104'AT DAM NECK MILLS U.S. FLEET AIR DEFENSE TRAINING CENTER, LOCATED
 FW0104'AT SOUTH EDGE OF BASE SEWER DISPOSAL AREA, 190 1/2 FEET SOUTH OF
 FW0104'SOUTH FACE OF ROTARY FILTER, 148 1/2 FEET SOUTH-SOUTHWEST OF
 FW0104'SOUTHEAST CORNER OF A PUMP HOUSE, 147 1/2 FEET SOUTHEAST OF
 FW0104'SOUTHEAST CORNER OF ANOTHER PUMP HOUSE AND SET IN THE TOP OF
 FW0104'A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- BOLT IS NOT SET IN
 FW0104'CENTER OF POST BUT IS SET 1 1/2 INCHES NORTH OF SOUTH EDGE OF
 FW0104'POST.  A 1-INCH ROUND COPPER BOLT WITH CROSS IN CENTER IS SET IN
 FW0104'CENTER OF POST.  NOTE-- MARK WAS NOT RECOVERED MARCH 1963.  IT
 FW0104'IS BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION WORK IN THE AREA.
 FW0104'NOTE-- THIS MARK WAS DELETED FROM PUBLICATION BECAUSE L14224 WASNT
 FW0104'REAJUSTED. MARK HAS A NEGATIVE REPORT.
 FW0104
 FW0104                          STATION RECOVERY (1963)
 FW0104
 FW0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9248 ***********************************************************************
 HV9248  DESIGNATION -  30 0.5
 HV9248  PID         -  HV9248
 HV9248  STATE/COUNTY-  VA/CAROLINE
 HV9248  USGS QUAD   -  
 HV9248
 HV9248                         *CURRENT SURVEY CONTROL
 HV9248  ___________________________________________________________________
 HV9248* NAD 83(1986)-  38 12 08.     (N)    077 22 20.     (W)     SCALED    
 HV9248* NAVD 88     -        67.491  (meters)     221.43   (feet)  ADJUSTED  
 HV9248  ___________________________________________________________________
 HV9248  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9248  DYNAMIC HT  -          67.451 (meters)     221.30  (feet)  COMP
 HV9248  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV9248
 HV9248  VERT ORDER  -  FIRST     CLASS II
 HV9248
 HV9248.The horizontal coordinates were scaled from a topographic map and have
 HV9248.an estimated accuracy of +/- 6 seconds.
 HV9248
 HV9248.The orthometric height was determined by differential leveling
 HV9248.and adjusted by the National Geodetic Survey in November 1999..
 HV9248
 HV9248.The geoid height was determined by GEOID03.
 HV9248
 HV9248.The dynamic height is computed by dividing the NAVD 88
 HV9248.geopotential number by the normal gravity value computed on the
 HV9248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9248.degrees latitude (g = 980.6199 gals.).
 HV9248
 HV9248.The modeled gravity was interpolated from observed gravity values.
 HV9248
 HV9248;                    North         East    Units  Estimated Accuracy
 HV9248;SPC VA N     - 2,060,050.    3,598,780.      MT  (+/- 180 meters Scaled)
 HV9248
 HV9248                          SUPERSEDED SURVEY CONTROL
 HV9248
 HV9248.No superseded survey control is available for this station.
 HV9248
 HV9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9248_MARKER: I = METAL ROD
 HV9248_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9248_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9248_STAMPING: 30-0.5
 HV9248_MARK LOGO: NGS   
 HV9248_PROJECTION: RECESSED 10 CENTIMETERS
 HV9248_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9248+STABILITY: POSITION/ELEVATION WELL
 HV9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9248+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9248_ROD/PIPE-DEPTH: 4.9  meters
 HV9248_SLEEVE-DEPTH  : .91 meters
 HV9248
 HV9248  HISTORY     - Date     Condition        Report By
 HV9248  HISTORY     - 1992     MONUMENTED       NGS
 HV9248  HISTORY     - 20020116 GOOD             USPSQD
 HV9248
 HV9248                          STATION DESCRIPTION
 HV9248
 HV9248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9248'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9248'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9248'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9248'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9248'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9248'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9248'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9248'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9248'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9248'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9248'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9248'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9248'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9248'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9248'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9248'LOCATED OFF BEHIND THE GARAGE.  MARK IS A DATUM POINT ATTACHED TO A
 HV9248'STAINLESS STEEL ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN)
 HV9248'OF ROD ENCASED IN A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE,
 HV9248'ENCLOSED IN A 61 CM (24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH
 HV9248'LOGO CAP.  THE MARK IS RECESSED 10 CM (4 IN) BELOW THE LOGO CAP,
 HV9248'WHICH IS FLUSH WITH GROUND SURFACE.  THE MARK IS 108.3 M (355.3 FT)
 HV9248'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 8, 37.8 M (124.0 FT)
 HV9248'EAST OF THE EAST EDGE OF THE NORTH-SOUTH ACCESS ROAD LEADING TO THE
 HV9248'EARTH COIL BUILDING, 34.7 M (113.8 FT) EAST-NORTHEAST OF THE
 HV9248'NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE AND 18.9 M
 HV9248'(62.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION
 HV9248'ON THE GARAGE.
 HV9248
 HV9248                          STATION RECOVERY (2002)
 HV9248
 HV9248'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9249 ***********************************************************************
 HV9249  DESIGNATION -  30 1.5
 HV9249  PID         -  HV9249
 HV9249  STATE/COUNTY-  VA/CAROLINE
 HV9249  USGS QUAD   -  
 HV9249
 HV9249                         *CURRENT SURVEY CONTROL
 HV9249  ___________________________________________________________________
 HV9249* NAD 83(1986)-  38 12 09.     (N)    077 22 21.     (W)     SCALED    
 HV9249* NAVD 88     -        66.564  (meters)     218.39   (feet)  ADJUSTED  
 HV9249  ___________________________________________________________________
 HV9249  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9249  DYNAMIC HT  -          66.524 (meters)     218.25  (feet)  COMP
 HV9249  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9249
 HV9249  VERT ORDER  -  FIRST     CLASS II
 HV9249
 HV9249.The horizontal coordinates were scaled from a topographic map and have
 HV9249.an estimated accuracy of +/- 6 seconds.
 HV9249
 HV9249.The orthometric height was determined by differential leveling
 HV9249.and adjusted by the National Geodetic Survey in November 1999..
 HV9249
 HV9249.The geoid height was determined by GEOID03.
 HV9249
 HV9249.The dynamic height is computed by dividing the NAVD 88
 HV9249.geopotential number by the normal gravity value computed on the
 HV9249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9249.degrees latitude (g = 980.6199 gals.).
 HV9249
 HV9249.The modeled gravity was interpolated from observed gravity values.
 HV9249
 HV9249;                    North         East    Units  Estimated Accuracy
 HV9249;SPC VA N     - 2,060,080.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9249
 HV9249                          SUPERSEDED SURVEY CONTROL
 HV9249
 HV9249.No superseded survey control is available for this station.
 HV9249
 HV9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9249_MARKER: I = METAL ROD
 HV9249_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9249_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9249_STAMPING: 30-1.5
 HV9249_MARK LOGO: NGS   
 HV9249_PROJECTION: RECESSED 2 CENTIMETERS
 HV9249_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9249+STABILITY: POSITION/ELEVATION WELL
 HV9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9249+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9249_ROD/PIPE-DEPTH: 4.9  meters
 HV9249_SLEEVE-DEPTH  : .91 meters
 HV9249
 HV9249  HISTORY     - Date     Condition        Report By
 HV9249  HISTORY     - 1992     MONUMENTED       NGS
 HV9249  HISTORY     - 20020116 GOOD             USPSQD
 HV9249
 HV9249                          STATION DESCRIPTION
 HV9249
 HV9249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9249'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9249'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9249'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9249'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9249'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9249'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9249'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9249'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9249'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9249'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9249'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9249'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9249'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9249'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9249'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9249'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9249'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9249'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9249'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9249'IS RECESSED 2 CM (1 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9249'GROUND SURFACE.  THE MARK IS 97.7 M (320.5 FT) SOUTHWEST OF THE
 HV9249'SOUTHWEST CORNER OF BUILDING 8, 58.8 M (192.9 FT) NORTHEAST OF THE
 HV9249'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9249'AND EQUIPMENT SECTION, 41.0 M (134.5 FT) NORTHEAST OF THE NORTHWEST
 HV9249'CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 34.2 M (112.2 FT)
 HV9249'NORTH OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE
 HV9249'AND 29.8 M (97.8 FT) EAST OF THE EAST EDGE OF THE NORTH-SOUTH ACCESS
 HV9249'ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9249
 HV9249                          STATION RECOVERY (2002)
 HV9249
 HV9249'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9250 ***********************************************************************
 HV9250  DESIGNATION -  30 2.5
 HV9250  PID         -  HV9250
 HV9250  STATE/COUNTY-  VA/CAROLINE
 HV9250  USGS QUAD   -  
 HV9250
 HV9250                         *CURRENT SURVEY CONTROL
 HV9250  ___________________________________________________________________
 HV9250* NAD 83(1986)-  38 12 09.     (N)    077 22 21.     (W)     SCALED    
 HV9250* NAVD 88     -        65.561  (meters)     215.09   (feet)  ADJUSTED  
 HV9250  ___________________________________________________________________
 HV9250  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9250  DYNAMIC HT  -          65.522 (meters)     214.97  (feet)  COMP
 HV9250  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9250
 HV9250  VERT ORDER  -  FIRST     CLASS II
 HV9250
 HV9250.The horizontal coordinates were scaled from a topographic map and have
 HV9250.an estimated accuracy of +/- 6 seconds.
 HV9250
 HV9250.The orthometric height was determined by differential leveling
 HV9250.and adjusted by the National Geodetic Survey in November 1999..
 HV9250
 HV9250.The geoid height was determined by GEOID03.
 HV9250
 HV9250.The dynamic height is computed by dividing the NAVD 88
 HV9250.geopotential number by the normal gravity value computed on the
 HV9250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9250.degrees latitude (g = 980.6199 gals.).
 HV9250
 HV9250.The modeled gravity was interpolated from observed gravity values.
 HV9250
 HV9250;                    North         East    Units  Estimated Accuracy
 HV9250;SPC VA N     - 2,060,080.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9250
 HV9250                          SUPERSEDED SURVEY CONTROL
 HV9250
 HV9250.No superseded survey control is available for this station.
 HV9250
 HV9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9250_MARKER: I = METAL ROD
 HV9250_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9250_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9250_STAMPING: 30-2.5
 HV9250_MARK LOGO: NGS   
 HV9250_PROJECTION: RECESSED 2 CENTIMETERS
 HV9250_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9250+STABILITY: POSITION/ELEVATION WELL
 HV9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9250+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9250_ROD/PIPE-DEPTH: 4.9  meters
 HV9250_SLEEVE-DEPTH  : .91 meters
 HV9250
 HV9250  HISTORY     - Date     Condition        Report By
 HV9250  HISTORY     - 1992     MONUMENTED       NGS
 HV9250  HISTORY     - 20020116 GOOD             USPSQD
 HV9250
 HV9250                          STATION DESCRIPTION
 HV9250
 HV9250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9250'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9250'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9250'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9250'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9250'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9250'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9250'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9250'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9250'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9250'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9250'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9250'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9250'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9250'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9250'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9250'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9250'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9250'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9250'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9250'IS RECESSED 2 CM (1 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9250'GROUND SURFACE.  THE MARK IS 101.8 M (334.0 FT) SOUTHWEST OF THE
 HV9250'SOUTHWEST CORNER OF BUILDING 8, 57.2 M (187.7 FT) NORTH-NORTHEAST OF
 HV9250'THE NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV9250'INSTRUMENT AND EQUIPMENT SECTION, 43.6 M (143.0 FT) NORTH-NORTHWEST
 HV9250'OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 43.1
 HV9250'M (141.4 FT) NORTH OF THE NORTHWEST CORNER OF THE LEAN-TO EXTENSION
 HV9250'ON THE GARAGE AND 16.0 M (52.5 FT) EAST OF THE EAST EDGE OF THE
 HV9250'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9250
 HV9250                          STATION RECOVERY (2002)
 HV9250
 HV9250'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5617 ***********************************************************************
 GV5617  DESIGNATION -  30 C OF R 1972
 GV5617  PID         -  GV5617
 GV5617  STATE/COUNTY-  VA/C OF RICHMOND
 GV5617  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5617
 GV5617                         *CURRENT SURVEY CONTROL
 GV5617  ___________________________________________________________________
 GV5617* NAD 83(1993)-  37 29 08.31785(N)    077 29 53.37359(W)     ADJUSTED  
 GV5617* NAVD 88     -        65.82   (+/-2cm)     215.9    (feet)  VERTCON   
 GV5617  ___________________________________________________________________
 GV5617  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5617  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5617
 GV5617  HORZ ORDER  -  SECOND
 GV5617  VERT ORDER  -  THIRD ? (See Below)
 GV5617
 GV5617.The horizontal coordinates were established by classical geodetic methods
 GV5617.and adjusted by the National Geodetic Survey in September 1995..
 GV5617
 GV5617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5617.The vertical order pertains to the NGVD 29 superseded value.
 GV5617
 GV5617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5617
 GV5617.The geoid height was determined by GEOID03.
 GV5617
 GV5617;                    North         East     Units Scale Factor Converg.
 GV5617;SPC VA S     - 1,128,348.098 3,588,598.851   MT  0.99994752   +0 36 29.0
 GV5617;SPC VA S     - 3,701,922.05 11,773,594.73   sFT  0.99994752   +0 36 29.0
 GV5617;UTM  18      - 4,151,680.016   279,126.926   MT  1.00020096   -1 31 15.2
 GV5617
 GV5617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5617!SPC VA S     -   0.99999485  x   0.99994752  =   0.99994237
 GV5617!UTM  18      -   0.99999485  x   1.00020096  =   1.00019581
 GV5617
 GV5617:                Primary Azimuth Mark                     Grid Az
 GV5617:SPC VA S     -  31 C OF R 1972                           045 27 50.9
 GV5617:UTM  18      -  31 C OF R 1972                           047 35 35.1
 GV5617
 GV5617|---------------------------------------------------------------------|
 GV5617| PID    Reference Object                     Distance      Geod. Az  |
 GV5617|                                                           dddmmss.s |
 GV5617| GV5607 31 C OF R 1972                      436.929 METERS 0460419.9 |
 GV5617| GV5636 29 C OF R 1972                      APPROX. 1.0 KM 2373122.7 |
 GV5617|---------------------------------------------------------------------|
 GV5617
 GV5617                          SUPERSEDED SURVEY CONTROL
 GV5617
 GV5617  NAD 83(1993)-  37 29 08.31781(N)    077 29 53.37353(W) AD(       ) 2
 GV5617  NAD 83(1986)-  37 29 08.32413(N)    077 29 53.39043(W) AD(       ) 2
 GV5617  NAD 27      -  37 29 07.79262(N)    077 29 54.44153(W) AD(       ) 2
 GV5617  NGVD 29 (07/19/86)   66.13   (m)          217.0    (f) LEVELING    3  
 GV5617
 GV5617.Superseded values are not recommended for survey control.
 GV5617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5617.See file dsdata.txt to determine how the superseded data were derived.
 GV5617
 GV5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7912751680(NAD 83)
 GV5617_MARKER: Z = SEE DESCRIPTION
 GV5617_SETTING: 0 = UNSPECIFIED SETTING
 GV5617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5617
 GV5617  HISTORY     - Date     Condition        Report By
 GV5617  HISTORY     - 1972     MONUMENTED       VA2060
 GV5617  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5617  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5617  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5617
 GV5617                          STATION DESCRIPTION
 GV5617
 GV5617'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5617'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5617'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360,
 GV5617'THENCE WEST ON ROUTE 360 1.60 MILES TO POINT NO. 30.
 GV5617'
 GV5617'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5617'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5617'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5617'ABOUT 10 INCHES BELOW GROUND.
 GV5617'
 GV5617'14.0 FEET S. OF E.P. OF RT. 360, 67.2 FEET S.W. OF VEPCO POLE NO.
 GV5617'BE07, 15.5 FEET N.W. OF N.W. CORNER OF PHONE BOOTH.
 GV5617'
 GV5617'NEAREST TOWN--RICHMOND.
 GV5617
 GV5617                          STATION RECOVERY (1995)
 GV5617
 GV5617'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5617'MARK NOT FOUND.
 GV5617
 GV5617                          STATION RECOVERY (1999)
 GV5617
 GV5617'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5617'MARK NOT FOUND.
 GV5617
 GV5617                          STATION RECOVERY (2003)
 GV5617
 GV5617'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3352 ***********************************************************************
 HV3352  DESIGNATION -  30 D USGS
 HV3352  PID         -  HV3352
 HV3352  STATE/COUNTY-  VA/LOUISA
 HV3352  USGS QUAD   -  MINERAL (1981)
 HV3352
 HV3352                         *CURRENT SURVEY CONTROL
 HV3352  ___________________________________________________________________
 HV3352* NAD 83(1986)-  38 05 50.     (N)    077 59 41.     (W)     SCALED    
 HV3352* NAVD 88     -       124.863  (meters)     409.65   (feet)  ADJUSTED  
 HV3352  ___________________________________________________________________
 HV3352  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3352  DYNAMIC HT  -         124.781 (meters)     409.39  (feet)  COMP
 HV3352  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HV3352
 HV3352  VERT ORDER  -  SECOND    CLASS 0
 HV3352
 HV3352.The horizontal coordinates were scaled from a topographic map and have
 HV3352.an estimated accuracy of +/- 6 seconds.
 HV3352
 HV3352.The orthometric height was determined by differential leveling
 HV3352.and adjusted by the National Geodetic Survey in June 1991..
 HV3352
 HV3352.The geoid height was determined by GEOID03.
 HV3352
 HV3352.The dynamic height is computed by dividing the NAVD 88
 HV3352.geopotential number by the normal gravity value computed on the
 HV3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3352.degrees latitude (g = 980.6199 gals.).
 HV3352
 HV3352.The modeled gravity was interpolated from observed gravity values.
 HV3352
 HV3352;                    North         East    Units  Estimated Accuracy
 HV3352;SPC VA S     - 1,195,880.    3,544,320.      MT  (+/- 180 meters Scaled)
 HV3352
 HV3352                          SUPERSEDED SURVEY CONTROL
 HV3352
 HV3352  NGVD 29 (??/??/??)  125.107  (m)          410.46   (f) ADJUSTED    2 0
 HV3352
 HV3352.Superseded values are not recommended for survey control.
 HV3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3352.See file dsdata.txt to determine how the superseded data were derived.
 HV3352
 HV3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH373208(NAD 83)
 HV3352_MARKER: DD = SURVEY DISK
 HV3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3352_STAMPING: 30 D 1929
 HV3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3352+STABILITY: SURFACE MOTION
 HV3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3352+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 HV3352
 HV3352  HISTORY     - Date     Condition        Report By
 HV3352  HISTORY     - 1929     MONUMENTED       USGS
 HV3352  HISTORY     - 1962     GOOD             CGS
 HV3352  HISTORY     - 19910401 GOOD             USPSQD
 HV3352  HISTORY     - 19980307 GOOD             USPSQD
 HV3352  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3352  HISTORY     - 20060327 GOOD             USPSQD
 HV3352
 HV3352                          STATION DESCRIPTION
 HV3352
 HV3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3352'AT ELLISVILLE.
 HV3352'AT ELLISVILLE, LOUISA COUNTY, ON STATE HIGHWAY 16, 40 FEET NORTH
 HV3352'OF THE CENTER OF THE CROSSING OF COUNTY ROAD 613, 24 FEET SOUTH OF
 HV3352'A GASOLINE PUMP OPPOSITE A STORE, AND 3 FEET SOUTH OF A BARN,
 HV3352'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 30 D 1929
 HV3352'AND SET IN THE TOP OF A CONCRETE POST.
 HV3352
 HV3352                          STATION RECOVERY (1991)
 HV3352
 HV3352'RECOVERY NOTE BY US POWER SQUADRON 1991 (DKC)
 HV3352'RECOVERED IN GOOD CONDITION.
 HV3352
 HV3352                          STATION RECOVERY (1998)
 HV3352
 HV3352'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3352'RECOVERED IN GOOD CONDITION.
 HV3352
 HV3352                          STATION RECOVERY (2002)
 HV3352
 HV3352'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3352'MARK NOT FOUND.
 HV3352
 HV3352                          STATION RECOVERY (2006)
 HV3352
 HV3352'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HV3352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0569 ***********************************************************************
 FY0569  DESIGNATION -  30 USGS RESET 1960
 FY0569  PID         -  FY0569
 FY0569  STATE/COUNTY-  VA/CHARLOTTE
 FY0569  USGS QUAD   -  WYLLIESBURG (1968)
 FY0569
 FY0569                         *CURRENT SURVEY CONTROL
 FY0569  ___________________________________________________________________
 FY0569* NAD 83(1986)-  36 49 14.     (N)    078 35 46.     (W)     SCALED    
 FY0569* NAVD 88     -       142.453  (meters)     467.36   (feet)  ADJUSTED  
 FY0569  ___________________________________________________________________
 FY0569  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0569  DYNAMIC HT  -         142.346 (meters)     467.01  (feet)  COMP
 FY0569  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 FY0569
 FY0569  VERT ORDER  -  SECOND    CLASS 0
 FY0569
 FY0569.The horizontal coordinates were scaled from a topographic map and have
 FY0569.an estimated accuracy of +/- 6 seconds.
 FY0569
 FY0569.The orthometric height was determined by differential leveling
 FY0569.and adjusted by the National Geodetic Survey in June 1991..
 FY0569
 FY0569.The geoid height was determined by GEOID03.
 FY0569
 FY0569.The dynamic height is computed by dividing the NAVD 88
 FY0569.geopotential number by the normal gravity value computed on the
 FY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0569.degrees latitude (g = 980.6199 gals.).
 FY0569
 FY0569.The modeled gravity was interpolated from observed gravity values.
 FY0569
 FY0569;                    North         East    Units  Estimated Accuracy
 FY0569;SPC VA S     - 1,054,070.    3,491,430.      MT  (+/- 180 meters Scaled)
 FY0569
 FY0569                          SUPERSEDED SURVEY CONTROL
 FY0569
 FY0569  NGVD 29 (??/??/92)  142.704  (m)          468.19   (f) ADJ UNCH    2 0
 FY0569
 FY0569.Superseded values are not recommended for survey control.
 FY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0569.See file dsdata.txt to determine how the superseded data were derived.
 FY0569
 FY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA144776(NAD 83)
 FY0569_MARKER: DD = SURVEY DISK
 FY0569_SETTING: 0 = UNSPECIFIED SETTING
 FY0569_STAMPING: 30 JWM RESET 1960 1953
 FY0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0569+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FY0569
 FY0569  HISTORY     - Date     Condition        Report By
 FY0569  HISTORY     - 1960     MONUMENTED       USGS
 FY0569  HISTORY     - 1965     GOOD             NGS
 FY0569  HISTORY     - 20010317 GOOD             USPSQD
 FY0569
 FY0569                          STATION DESCRIPTION
 FY0569
 FY0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0569'AT BARNESVILLE.
 FY0569'AT BARNESVILLE, 180.0 FEET SOUTHEAST AND ACROSS U.S. HIGHWAY
 FY0569'15 FROM THE POST OFFICE, 85.3 FEET EAST OF THE CENTERLINE OF
 FY0569'U.S. HIGHWAY 15, 120.0 FEET SOUTH OF STATE HIGHWAY 47, 2.9
 FY0569'FEET NORTHWEST OF A POWER LINE POLE AND IS ABOUT 3.0 FEET
 FY0569'ABOVE THE LEVEL OF THE JUNCTION OF U.S. HIGHWAYS 360 AND 15
 FY0569'AND STATE HIGHWAY 47.
 FY0569
 FY0569                          STATION RECOVERY (2001)
 FY0569
 FY0569'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2813 ***********************************************************************
 HV2813  DESIGNATION -  30 WSM 354 USGS
 HV2813  PID         -  HV2813
 HV2813  STATE/COUNTY-  VA/LOUDOUN
 HV2813  USGS QUAD   -  HERNDON (1994)
 HV2813
 HV2813                         *CURRENT SURVEY CONTROL
 HV2813  ___________________________________________________________________
 HV2813* NAD 83(1986)-  38 58 35.     (N)    077 24 34.     (W)     SCALED    
 HV2813* NAVD 88     -       107.621  (meters)     353.09   (feet)  ADJUSTED  
 HV2813  ___________________________________________________________________
 HV2813  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV2813  DYNAMIC HT  -         107.563 (meters)     352.90  (feet)  COMP
 HV2813  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 HV2813
 HV2813  VERT ORDER  -  SECOND    CLASS 0
 HV2813
 HV2813.The horizontal coordinates were scaled from a topographic map and have
 HV2813.an estimated accuracy of +/- 6 seconds.
 HV2813
 HV2813.The orthometric height was determined by differential leveling
 HV2813.and adjusted by the National Geodetic Survey in June 1991..
 HV2813
 HV2813.The geoid height was determined by GEOID03.
 HV2813
 HV2813.The dynamic height is computed by dividing the NAVD 88
 HV2813.geopotential number by the normal gravity value computed on the
 HV2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2813.degrees latitude (g = 980.6199 gals.).
 HV2813
 HV2813.The modeled gravity was interpolated from observed gravity values.
 HV2813
 HV2813;                    North         East    Units  Estimated Accuracy
 HV2813;SPC VA N     - 2,145,940.    3,594,500.      MT  (+/- 180 meters Scaled)
 HV2813
 HV2813                          SUPERSEDED SURVEY CONTROL
 HV2813
 HV2813  NGVD 29 (??/??/??)  107.829  (m)          353.77   (f) ADJUSTED    2 0
 HV2813
 HV2813.Superseded values are not recommended for survey control.
 HV2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2813.See file dsdata.txt to determine how the superseded data were derived.
 HV2813
 HV2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ912169(NAD 83)
 HV2813_MARKER: DD = SURVEY DISK
 HV2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2813_STAMPING: 354 FEET 30 WSM 1949
 HV2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2813+STABILITY: SURFACE MOTION
 HV2813
 HV2813  HISTORY     - Date     Condition        Report By
 HV2813  HISTORY     - 1949     MONUMENTED       USGS
 HV2813  HISTORY     - 1958     GOOD             CGS
 HV2813  HISTORY     - 20050423 MARK NOT FOUND   GEOCAC
 HV2813
 HV2813                          STATION DESCRIPTION
 HV2813
 HV2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HV2813'1.7 MI W FROM HERNDON.
 HV2813'0.55 MILE W ALONG ELDEN ST. (SECONDARY STATE HWY 657) FROM THE
 HV2813'POST OFFICE IN HERNDON, THENCE 1.1 MILES W ALONG SECONDARY STATE
 HV2813'HWY 606, AT THE INTERSECTION OF SECONDARY STATE HWYS 605 AND 606.
 HV2813'MARK IS 17.0 FT S OF THE CENTERLINE OF SECONDARY STATE HWY 606,
 HV2813'3.2 FT S OF ROAD SIGN AND 1.9 FT N OF A WIRE FENCE.  A USGS
 HV2813'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HV2813'3 INCHES.  THE MARK IS 3.5 FT NNW OF AN IRON WITNESS POST.
 HV2813
 HV2813                          STATION RECOVERY (2005)
 HV2813
 HV2813'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV2813'MARK NOT FOUND.
 HV2813'HIGHWAY 606 HAS BEEN WIDENDED TO A FOUR LANE DIVIDED HIGHWAY.  HIGHWAY
 HV2813'605 HAS BEEN WIDENED TO CREATE A MULTI-LANE INTERSECTION.  PROPERTY ON
 HV2813'THE CORNER HAS BEEN REDEVELOPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6113 ***********************************************************************
 GV6113  DESIGNATION -  301 RM 3 AZ MK
 GV6113  PID         -  GV6113
 GV6113  STATE/COUNTY-  VA/JAMES CITY
 GV6113  USGS QUAD   -  TOANO (1986)
 GV6113
 GV6113                         *CURRENT SURVEY CONTROL
 GV6113  ___________________________________________________________________
 GV6113* NAD 83(1993)-  37 22 32.67276(N)    076 51 22.29271(W)     ADJUSTED  
 GV6113* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 GV6113  ___________________________________________________________________
 GV6113  X           -   1,153,985.273 (meters)                     COMP
 GV6113  Y           -  -4,941,836.976 (meters)                     COMP
 GV6113  Z           -   3,850,610.940 (meters)                     COMP
 GV6113  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 GV6113  ELLIP HEIGHT-          -5.04  (meters)          (06/04/02) GPS OBS
 GV6113  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 GV6113
 GV6113  HORZ ORDER  -  SECOND
 GV6113  ELLP ORDER  -  FOURTH    CLASS II
 GV6113
 GV6113.The horizontal coordinates were established by GPS observations
 GV6113.and adjusted by the National Geodetic Survey in September 1995..
 GV6113
 GV6113.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6113
 GV6113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6113
 GV6113.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6113
 GV6113.The ellipsoidal height was determined by GPS observations
 GV6113.and is referenced to NAD 83.
 GV6113
 GV6113.The geoid height was determined by GEOID03.
 GV6113
 GV6113;                    North         East     Units Scale Factor Converg.
 GV6113;SPC VA S     - 1,116,948.632 3,645,579.631   MT  0.99994541   +0 59 51.6
 GV6113;SPC VA S     - 3,664,522.30 11,960,539.17   sFT  0.99994541   +0 59 51.6
 GV6113;UTM  18      - 4,138,172.386   335,651.893   MT  0.99993272   -1 07 37.3
 GV6113
 GV6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6113!SPC VA S     -   1.00000079  x   0.99994541  =   0.99994620
 GV6113!UTM  18      -   1.00000079  x   0.99993272  =   0.99993351
 GV6113
 GV6113                          SUPERSEDED SURVEY CONTROL
 GV6113
 GV6113  ELLIP H (09/08/95)   -4.81   (m)                       GP(       ) 4 2
 GV6113  NAD 83(1993)-  37 22 32.67313(N)    076 51 22.29799(W) AD(       ) 2
 GV6113  ELLIP H (11/14/94)   -4.98   (m)                       GP(       ) 4 2
 GV6113  NAD 83(1986)-  37 22 32.67743(N)    076 51 22.31446(W) AD(       ) 2
 GV6113  NGVD 29 (02/21/92)   30.1    (m)           99.     (f) GPS OBS        
 GV6113
 GV6113.Superseded values are not recommended for survey control.
 GV6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6113.See file dsdata.txt to determine how the superseded data were derived.
 GV6113
 GV6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3565238172(NAD 83)
 GV6113_MARKER: DD = SURVEY DISK
 GV6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6113_SP_SET: CONCRETE POST
 GV6113_STAMPING: STATION NO 301-REFERENCE MARK NO 3 AZ
 GV6113_MARK LOGO: VA-095
 GV6113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6113+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6113
 GV6113  HISTORY     - Date     Condition        Report By
 GV6113  HISTORY     - 1990     MONUMENTED       RSA
 GV6113  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 GV6113  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6113
 GV6113                          STATION DESCRIPTION
 GV6113
 GV6113'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6113'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6113'STATION FROM THE JUNCTION OF ROUTE 610 (FORGE ROAD) AND U.S.60 IN THE
 GV6113'TOWN OF TOANO, PROCEED ON A WESTERLY DIRECTION ALONG ROUTE 610 (FORGE
 GV6113'ROAD) FOR APPROXIMATELY 5.5 KM (3.4 MI) . THE STATION IS
 GV6113'APPROXIMATELY 6.6 M (21.7 FT) EAST OF THE CENTERLINE ROUTE 603
 GV6113'(DIASCUND ROAD) ON THE RIGHT NEAR A CULTIVATED FIELD. REFERENCE MARK
 GV6113'NUMBER 3 IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .15 M
 GV6113'(0.49 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 301 -
 GV6113'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED APPROXIMATELY 46.33 M
 GV6113'(152.00 FT) NORTH OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 610 AND
 GV6113'6.61 M (21.69 FT) EAST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE
 GV6113'603, 38.07 M (124.90 FT) NORTHWEAST OF A STOP SIGN.
 GV6113
 GV6113                          STATION RECOVERY (1997)
 GV6113
 GV6113'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6113'MARK NOT FOUND.
 GV6113
 GV6113                          STATION RECOVERY (2003)
 GV6113
 GV6113'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2480 ***********************************************************************
 GV2480  DESIGNATION -  301.1
 GV2480  PID         -  GV2480
 GV2480  STATE/COUNTY-  VA/GOOCHLAND
 GV2480  USGS QUAD   -  PERKINSVILLE (1987)
 GV2480
 GV2480                         *CURRENT SURVEY CONTROL
 GV2480  ___________________________________________________________________
 GV2480* NAD 83(1986)-  37 38 11.     (N)    077 48 17.     (W)     SCALED    
 GV2480* NAVD 88     -        91.531  (meters)     300.30   (feet)  ADJUSTED  
 GV2480  ___________________________________________________________________
 GV2480  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GV2480  DYNAMIC HT  -          91.470 (meters)     300.10  (feet)  COMP
 GV2480  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 GV2480
 GV2480  VERT ORDER  -  SECOND    CLASS 0
 GV2480
 GV2480.The horizontal coordinates were scaled from a topographic map and have
 GV2480.an estimated accuracy of +/- 6 seconds.
 GV2480
 GV2480.The orthometric height was determined by differential leveling
 GV2480.and adjusted by the National Geodetic Survey in June 1991..
 GV2480
 GV2480.The geoid height was determined by GEOID03.
 GV2480
 GV2480.The dynamic height is computed by dividing the NAVD 88
 GV2480.geopotential number by the normal gravity value computed on the
 GV2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2480.degrees latitude (g = 980.6199 gals.).
 GV2480
 GV2480.The modeled gravity was interpolated from observed gravity values.
 GV2480
 GV2480;                    North         East    Units  Estimated Accuracy
 GV2480;SPC VA S     - 1,144,830.    3,561,370.      MT  (+/- 180 meters Scaled)
 GV2480
 GV2480                          SUPERSEDED SURVEY CONTROL
 GV2480
 GV2480  NGVD 29 (??/??/??)   91.818  (m)          301.24   (f) ADJUSTED    2 0
 GV2480
 GV2480.Superseded values are not recommended for survey control.
 GV2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2480.See file dsdata.txt to determine how the superseded data were derived.
 GV2480
 GV2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG525691(NAD 83)
 GV2480_MARKER: Q = CHISELED SQUARE
 GV2480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2480_SP_SET: CULVERT
 GV2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2480
 GV2480  HISTORY     - Date     Condition        Report By
 GV2480  HISTORY     - 1935     MONUMENTED       CGS
 GV2480  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2480  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2480
 GV2480                          STATION DESCRIPTION
 GV2480
 GV2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2480'2.5 MI N FROM LEE.
 GV2480'2.5 MILES NORTH ALONG SECONDARY STATE HIGHWAY 628 FROM THE
 GV2480'CHESAPEAKE AND OHIO RAILWAY STATION AT LEE, GOOCHLAND COUNTY,
 GV2480'AT THE JUNCTION OF STATE HIGHWAY 6, 120 YARDS EAST OF THE JUNCTION,
 GV2480'18 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 6, AT A SMALL
 GV2480'CULVERT, AND ON THE NORTHWEST CORNER OF THE HEADWALL.  A CHISELED
 GV2480'SQUARE.
 GV2480
 GV2480                          STATION RECOVERY (1998)
 GV2480
 GV2480'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2480'MARK NOT FOUND.
 GV2480
 GV2480                          STATION RECOVERY (2003)
 GV2480
 GV2480'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6114 ***********************************************************************
 GV6114  DESIGNATION -  302 RM 3 AZ MK
 GV6114  PID         -  GV6114
 GV6114  STATE/COUNTY-  VA/JAMES CITY
 GV6114  USGS QUAD   -  TOANO (1986)
 GV6114
 GV6114                         *CURRENT SURVEY CONTROL
 GV6114  ___________________________________________________________________
 GV6114* NAD 83(1993)-  37 23 58.96120(N)    076 47 57.73614(W)     ADJUSTED  
 GV6114* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 GV6114  ___________________________________________________________________
 GV6114  X           -   1,158,516.552 (meters)                     COMP
 GV6114  Y           -  -4,939,116.685 (meters)                     COMP
 GV6114  Z           -   3,852,723.936 (meters)                     COMP
 GV6114  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 GV6114  ELLIP HEIGHT-          -6.11  (meters)          (06/04/02) GPS OBS
 GV6114  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 GV6114
 GV6114  HORZ ORDER  -  SECOND
 GV6114  ELLP ORDER  -  FOURTH    CLASS II
 GV6114
 GV6114.The horizontal coordinates were established by GPS observations
 GV6114.and adjusted by the National Geodetic Survey in September 1995..
 GV6114
 GV6114.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6114
 GV6114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6114
 GV6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6114
 GV6114.The ellipsoidal height was determined by GPS observations
 GV6114.and is referenced to NAD 83.
 GV6114
 GV6114.The geoid height was determined by GEOID03.
 GV6114
 GV6114;                    North         East     Units Scale Factor Converg.
 GV6114;SPC VA S     - 1,119,697.392 3,650,563.410   MT  0.99994556   +1 01 55.8
 GV6114;SPC VA S     - 3,673,540.53 11,976,890.12   sFT  0.99994556   +1 01 55.8
 GV6114;UTM  18      - 4,140,734.402   340,734.050   MT  0.99991246   -1 05 35.2
 GV6114
 GV6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6114!SPC VA S     -   1.00000096  x   0.99994556  =   0.99994652
 GV6114!UTM  18      -   1.00000096  x   0.99991246  =   0.99991342
 GV6114
 GV6114                          SUPERSEDED SURVEY CONTROL
 GV6114
 GV6114  ELLIP H (09/08/95)   -5.86   (m)                       GP(       ) 4 2
 GV6114  NAD 83(1993)-  37 23 58.96183(N)    076 47 57.74193(W) AD(       ) 2
 GV6114  ELLIP H (11/14/94)   -6.04   (m)                       GP(       ) 4 2
 GV6114  NAD 83(1986)-  37 23 58.96665(N)    076 47 57.75887(W) AD(       ) 2
 GV6114  NGVD 29 (02/21/92)   29.1    (m)           95.     (f) GPS OBS        
 GV6114
 GV6114.Superseded values are not recommended for survey control.
 GV6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6114.See file dsdata.txt to determine how the superseded data were derived.
 GV6114
 GV6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4073440734(NAD 83)
 GV6114_MARKER: DD = SURVEY DISK
 GV6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6114_SP_SET: CONCRETE POST
 GV6114_STAMPING: STATION NO 302-REFERENCE MARK NO 3 AZ
 GV6114_MARK LOGO: VA-095
 GV6114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6114+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6114
 GV6114  HISTORY     - Date     Condition        Report By
 GV6114  HISTORY     - 1990     MONUMENTED       RSA
 GV6114  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV6114  HISTORY     - 20021217 GOOD             USPSQD
 GV6114
 GV6114                          STATION DESCRIPTION
 GV6114
 GV6114'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6114'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6114'STATION FROM THE JUNCTION OF ROUTE 30 (ROCHAMBEAU DRIVE) AND ROUTE
 GV6114'607 (CROAKER ROAD) NEAR THE TOWN OF NORGE, PROCEED IN A WESTERLY
 GV6114'DIRECTION ALONG ROUTE 30 FOR APPROXIMATELY 3.75 KM (2.33 MI) . THE
 GV6114'STATION IS IN THE MEDIAN STRIP ON THE WEST SIDE OF A TURNOUT LOCATED
 GV6114'NEAR A DIRT ROAD ON THE WESTBOUND SIDE OF ROUTE 30, AND NEAR THE
 GV6114'INTERSECTION OF ROUTE 746 (OLD STAGE ROAD).  REFERENCE MARK NUMBER 3
 GV6114'IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .13 M (0.43 FT) BELOW
 GV6114'THE GROUND SURFACE, STAMPED STATION NO. 302 - REFERENCE MARK NO. 3
 GV6114'AZ. THE DISK IS LOCATED APPROXIMATELY 6.10 M (20.01 FT) SOUTH OF THE
 GV6114'CENTERLINE OF THE PAVEMENT  OF THE WESTBOUND LANES OF ROUTE 30, AND
 GV6114'38.89 M (127.59 FT) NORTH OF A FIRE HYDRANT  ON THE SOUTH SIDE OF
 GV6114'ROUTE 30.
 GV6114
 GV6114                          STATION RECOVERY (1997)
 GV6114
 GV6114'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6114'MARK NOT FOUND.
 GV6114
 GV6114                          STATION RECOVERY (2002)
 GV6114
 GV6114'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1170 ***********************************************************************
 FX1170  DESIGNATION -  30.3
 FX1170  PID         -  FX1170
 FX1170  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1170  USGS QUAD   -  VICKSVILLE (1986)
 FX1170
 FX1170                         *CURRENT SURVEY CONTROL
 FX1170  ___________________________________________________________________
 FX1170* NAD 83(1986)-  36 46 12.     (N)    077 05 43.     (W)     SCALED    
 FX1170* NAVD 88     -         8.80   (+/-2cm)      28.9    (feet)  VERTCON   
 FX1170  ___________________________________________________________________
 FX1170  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 FX1170
 FX1170  VERT ORDER  -  ? (See Below)
 FX1170
 FX1170.The horizontal coordinates were scaled from a topographic map and have
 FX1170.an estimated accuracy of +/- 6 seconds.
 FX1170
 FX1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1170.The vertical order pertains to the NGVD 29 superseded value.
 FX1170
 FX1170.The geoid height was determined by GEOID03.
 FX1170
 FX1170;                    North         East    Units  Estimated Accuracy
 FX1170;SPC VA S     - 1,049,390.    3,625,410.      MT  (+/- 180 meters Scaled)
 FX1170
 FX1170                          SUPERSEDED SURVEY CONTROL
 FX1170
 FX1170  NGVD 29 (??/??/92)    9.238  (m)           30.31   (f) ADJ UNCH    ?  
 FX1170
 FX1170.Superseded values are not recommended for survey control.
 FX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1170.See file dsdata.txt to determine how the superseded data were derived.
 FX1170
 FX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF129714(NAD 83)
 FX1170_MARKER: Z = SEE DESCRIPTION
 FX1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1170_SP_SET: BRIDGE
 FX1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1170
 FX1170  HISTORY     - Date     Condition        Report By
 FX1170  HISTORY     - UNK      MONUMENTED       CGS
 FX1170  HISTORY     - 1965     GOOD             NGS
 FX1170
 FX1170                          STATION DESCRIPTION
 FX1170
 FX1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1170'1.9 MI SE FROM SEBRELL.
 FX1170'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE VIRGINIAN
 FX1170'RAILWAY STATION AT SEBRELL, SOUTHAMPTON COUNTY, AT THE CONCRETE
 FX1170'BRIDGE OVER MILL RUN, AND AT THE CENTER OF THE TOP OF THE EAST
 FX1170'PARAPET WALL.  AN UNMARKED POINT.  A CONCRETE BRIDGE OVER INDIAN
 FX1170'BRANCH, FORMERLY MILL RUN, WAS RECOVERED IN GOOD CONDITION BUT
 FX1170'WHETHER OR NOT IT WAS THE SAME BRIDGE WITHOUT ANY CHANGES AS
 FX1170'PREVIOUSLY DESCRIBED COULD NOT BE ASCERTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6115 ***********************************************************************
 GV6115  DESIGNATION -  303 RM 3 AZ MK
 GV6115  PID         -  GV6115
 GV6115  STATE/COUNTY-  VA/JAMES CITY
 GV6115  USGS QUAD   -  TOANO (1986)
 GV6115
 GV6115                         *CURRENT SURVEY CONTROL
 GV6115  ___________________________________________________________________
 GV6115* NAD 83(1993)-  37 23 05.11986(N)    076 48 20.18963(W)     ADJUSTED  
 GV6115* NAVD 88     -        34.0    (meters)     112.     (feet)  VERTCON   
 GV6115  ___________________________________________________________________
 GV6115  X           -   1,158,209.922 (meters)                     COMP
 GV6115  Y           -  -4,940,228.238 (meters)                     COMP
 GV6115  Z           -   3,851,408.370 (meters)                     COMP
 GV6115  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GV6115  ELLIP HEIGHT-          -0.83  (meters)          (06/04/02) GPS OBS
 GV6115  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 GV6115
 GV6115  HORZ ORDER  -  SECOND
 GV6115  ELLP ORDER  -  FOURTH    CLASS II
 GV6115
 GV6115.The horizontal coordinates were established by GPS observations
 GV6115.and adjusted by the National Geodetic Survey in September 1995..
 GV6115
 GV6115.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6115
 GV6115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6115
 GV6115.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6115
 GV6115.The ellipsoidal height was determined by GPS observations
 GV6115.and is referenced to NAD 83.
 GV6115
 GV6115.The geoid height was determined by GEOID03.
 GV6115
 GV6115;                    North         East     Units Scale Factor Converg.
 GV6115;SPC VA S     - 1,118,027.937 3,650,041.065   MT  0.99994545   +1 01 42.1
 GV6115;SPC VA S     - 3,668,063.32 11,975,176.39   sFT  0.99994545   +1 01 42.1
 GV6115;UTM  18      - 4,139,085.516   340,150.178   MT  0.99991476   -1 05 47.5
 GV6115
 GV6115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6115!SPC VA S     -   1.00000013  x   0.99994545  =   0.99994558
 GV6115!UTM  18      -   1.00000013  x   0.99991476  =   0.99991489
 GV6115
 GV6115|---------------------------------------------------------------------|
 GV6115| PID    Reference Object                     Distance      Geod. Az  |
 GV6115|                                                           dddmmss.s |
 GV6115| GV6061 0103                                392.848 METERS 18013     |
 GV6115|---------------------------------------------------------------------|
 GV6115
 GV6115                          SUPERSEDED SURVEY CONTROL
 GV6115
 GV6115  ELLIP H (09/08/95)   -0.59   (m)                       GP(       ) 4 2
 GV6115  NAD 83(1993)-  37 23 05.12044(N)    076 48 20.19528(W) AD(       ) 2
 GV6115  ELLIP H (11/14/94)   -0.77   (m)                       GP(       ) 4 2
 GV6115  NAD 83(1986)-  37 23 05.12520(N)    076 48 20.21184(W) AD(       ) 2
 GV6115  NGVD 29 (02/21/92)   34.3    (m)          113.     (f) GPS OBS        
 GV6115
 GV6115.Superseded values are not recommended for survey control.
 GV6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6115.See file dsdata.txt to determine how the superseded data were derived.
 GV6115
 GV6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4015039086(NAD 83)
 GV6115_MARKER: DD = SURVEY DISK
 GV6115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6115_SP_SET: CONCRETE POST
 GV6115_STAMPING: STATION NO 303-REFERENCE MARK NO 3 AZ
 GV6115_MARK LOGO: VA-095
 GV6115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6115+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6115
 GV6115  HISTORY     - Date     Condition        Report By
 GV6115  HISTORY     - 1990     MONUMENTED       RSA
 GV6115  HISTORY     - 19971117 GOOD             USPSQD
 GV6115  HISTORY     - 20021217 GOOD             USPSQD
 GV6115
 GV6115                          STATION DESCRIPTION
 GV6115
 GV6115'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6115'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6115'STATION FROM THE JUNCTION OF ROUTE 30 (BARHAMSVILLE ROAD) AND U.S. 60
 GV6115'(RICHMOND ROAD) NEAR THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6115'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 1.9 KM (1.2 MI) . THE
 GV6115'STATION IS WEST OF THE WESTBOUND LANE, JUST SOUTH OF A RAILROAD
 GV6115'UNDERPASS, AND APPROXIMATELY 290 M (951.4 FT) SOUTH OF THE
 GV6115'INTERSECTION OF ROUTE 754 (INDUSTRIAL BLVD).  REFERENCE MARK NUMBER 3
 GV6115'AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .15 M (0.49 FT)
 GV6115'BELOW THE GROUND SURFACE, STAMPED STATION NO. 303 - REFERENCE MARK NO.
 GV6115'3 AZ. THE DISK IS LOCATED .85 M (2.79 FT) WEST OF THE GUARD RAIL ON
 GV6115'THE WEST SIDE OF THE WESTBOUND LANES OF U.S.60, 12.10 M (39.70 FT)
 GV6115'SOUTHEAST OF THE CORNER OF THE EASTBOUND BRIDGE ON U.S.60, 13.56 M
 GV6115'(44.49 FT) NORTH OF THE SOUTH END OF THE GUARD RAIL ON THE EAST SIDE
 GV6115'OF THE EASTBOUND LANES OF U.S.60.
 GV6115
 GV6115                          STATION RECOVERY (1997)
 GV6115
 GV6115'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6115'RECOVERED IN GOOD CONDITION.
 GV6115
 GV6115                          STATION RECOVERY (2002)
 GV6115
 GV6115'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6116 ***********************************************************************
 GV6116  DESIGNATION -  304 RM 3 AZ MK
 GV6116  PID         -  GV6116
 GV6116  STATE/COUNTY-  VA/JAMES CITY
 GV6116  USGS QUAD   -  TOANO (1986)
 GV6116
 GV6116                         *CURRENT SURVEY CONTROL
 GV6116  ___________________________________________________________________
 GV6116* NAD 83(1993)-  37 22 36.48467(N)    076 47 29.97825(W)     ADJUSTED  
 GV6116* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 GV6116  ___________________________________________________________________
 GV6116  X           -   1,159,534.414 (meters)                     COMP
 GV6116  Y           -  -4,940,465.609 (meters)                     COMP
 GV6116  Z           -   3,850,705.068 (meters)                     COMP
 GV6116  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV6116  ELLIP HEIGHT-          -3.82  (meters)          (06/04/02) GPS OBS
 GV6116  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 GV6116
 GV6116  HORZ ORDER  -  SECOND
 GV6116  ELLP ORDER  -  FOURTH    CLASS II
 GV6116
 GV6116.The horizontal coordinates were established by GPS observations
 GV6116.and adjusted by the National Geodetic Survey in September 1995..
 GV6116
 GV6116.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6116
 GV6116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6116
 GV6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6116
 GV6116.The ellipsoidal height was determined by GPS observations
 GV6116.and is referenced to NAD 83.
 GV6116
 GV6116.The geoid height was determined by GEOID03.
 GV6116
 GV6116;                    North         East     Units Scale Factor Converg.
 GV6116;SPC VA S     - 1,117,167.592 3,651,291.986   MT  0.99994541   +1 02 12.6
 GV6116;SPC VA S     - 3,665,240.67 11,979,280.46   sFT  0.99994541   +1 02 12.6
 GV6116;UTM  18      - 4,138,179.413   341,368.301   MT  0.99990998   -1 05 16.3
 GV6116
 GV6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6116!SPC VA S     -   1.00000060  x   0.99994541  =   0.99994601
 GV6116!UTM  18      -   1.00000060  x   0.99990998  =   0.99991058
 GV6116
 GV6116                          SUPERSEDED SURVEY CONTROL
 GV6116
 GV6116  ELLIP H (09/08/95)   -3.58   (m)                       GP(       ) 4 2
 GV6116  NAD 83(1993)-  37 22 36.48542(N)    076 47 29.98425(W) AD(       ) 2
 GV6116  ELLIP H (11/14/94)   -3.76   (m)                       GP(       ) 4 2
 GV6116  NAD 83(1986)-  37 22 36.49035(N)    076 47 30.00164(W) AD(       ) 2
 GV6116  NGVD 29 (02/21/92)   31.4    (m)          103.     (f) GPS OBS        
 GV6116
 GV6116.Superseded values are not recommended for survey control.
 GV6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6116.See file dsdata.txt to determine how the superseded data were derived.
 GV6116
 GV6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4136838179(NAD 83)
 GV6116_MARKER: DD = SURVEY DISK
 GV6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6116_SP_SET: CONCRETE POST
 GV6116_STAMPING: STATION NO 304-REFERENCE MARK NO 3 AZ
 GV6116_MARK LOGO: VA-095
 GV6116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6116+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6116
 GV6116  HISTORY     - Date     Condition        Report By
 GV6116  HISTORY     - 1990     MONUMENTED       RSA
 GV6116  HISTORY     - 19971018 GOOD             USPSQD
 GV6116  HISTORY     - 20021217 GOOD             USPSQD
 GV6116
 GV6116                          STATION DESCRIPTION
 GV6116
 GV6116'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6116'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6116'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S. 60
 GV6116'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A NORTHWESTERLY
 GV6116'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 0.84 KM (0.52 MI) . THE
 GV6116'STATION IS SOUTH OF THE EASTBOUND LANES OF U.S.60 JUST EAST OF THE
 GV6116'INTERSECTION OF ROUTE 1020 (TURLINGTON ROAD) NEAR A TELEPHONE
 GV6116'MANHOLE.  REFERENCE MARK NUMBER 3 AZ. IS A 2 INCH DISK SET IN
 GV6116'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6116'STAMPED STATION NO. 304 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6116'LOCATED 6.40 M (21.00 FT) SOUTH OF THE CENTERLINE OF THE PAVEMENT OF
 GV6116'THE EASTBOUND LANES OF U.S.60, 3.90 M (12.80 FT) EAST OF CHESAPEAKE
 GV6116'AND POTOMAC UTILITY POLE NUMBER 1870, AND 6.49 M (21.29 FT) WEST OF A
 GV6116'TELEPHONE MANHOLE.
 GV6116
 GV6116                          STATION RECOVERY (1997)
 GV6116
 GV6116'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6116'RECOVERED IN GOOD CONDITION.
 GV6116
 GV6116                          STATION RECOVERY (2002)
 GV6116
 GV6116'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1169 ***********************************************************************
 FX1169  DESIGNATION -  30.5
 FX1169  PID         -  FX1169
 FX1169  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1169  USGS QUAD   -  VICKSVILLE (1986)
 FX1169
 FX1169                         *CURRENT SURVEY CONTROL
 FX1169  ___________________________________________________________________
 FX1169* NAD 83(1986)-  36 46 23.     (N)    077 05 58.     (W)     SCALED    
 FX1169* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 FX1169  ___________________________________________________________________
 FX1169  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FX1169
 FX1169  VERT ORDER  -  ? (See Below)
 FX1169
 FX1169.The horizontal coordinates were scaled from a topographic map and have
 FX1169.an estimated accuracy of +/- 6 seconds.
 FX1169
 FX1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1169.The vertical order pertains to the NGVD 29 superseded value.
 FX1169
 FX1169.The geoid height was determined by GEOID03.
 FX1169
 FX1169;                    North         East    Units  Estimated Accuracy
 FX1169;SPC VA S     - 1,049,730.    3,625,030.      MT  (+/- 180 meters Scaled)
 FX1169
 FX1169                          SUPERSEDED SURVEY CONTROL
 FX1169
 FX1169  NGVD 29 (??/??/92)    9.283  (m)           30.46   (f) ADJ UNCH    ?  
 FX1169
 FX1169.Superseded values are not recommended for survey control.
 FX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1169.See file dsdata.txt to determine how the superseded data were derived.
 FX1169
 FX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF126717(NAD 83)
 FX1169_MARKER: Z = SEE DESCRIPTION
 FX1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1169_SP_SET: BRIDGE
 FX1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1169
 FX1169  HISTORY     - Date     Condition        Report By
 FX1169  HISTORY     - UNK      MONUMENTED       CGS
 FX1169  HISTORY     - 1965     GOOD             NGS
 FX1169
 FX1169                          STATION DESCRIPTION
 FX1169
 FX1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1169'1.6 MI SE FROM SEBRELL.
 FX1169'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE VIRGINIAN
 FX1169'RAILWAY STATION AT SEBRELL, SOUTHAMPTON COUNTY, AT THE CONCRETE
 FX1169'BRIDGE OVER ASSAMOOSICK SWAMP, AND AT THE CENTER OF THE TOP OF THE
 FX1169'EAST PARAPET WALL.  AN UNMARKED POINT.  A BRIDGE OVER THE
 FX1169'ASSAMOOSICK SWAMP WAS RECOVERED IN GOOD CONDITION BUT WHETHER
 FX1169'OR NOT IT WAS THE SAME BRIDGE WITHOUT ANY CHANGES COULD NOT BE
 FX1169'ASCERTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6117 ***********************************************************************
 GV6117  DESIGNATION -  305 RM 3 AZ MK
 GV6117  PID         -  GV6117
 GV6117  STATE/COUNTY-  VA/JAMES CITY
 GV6117  USGS QUAD   -  TOANO (1986)
 GV6117
 GV6117                         *CURRENT SURVEY CONTROL
 GV6117  ___________________________________________________________________
 GV6117* NAD 83(1993)-  37 22 55.21781(N)    076 45 58.20257(W)     ADJUSTED  
 GV6117* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 GV6117  ___________________________________________________________________
 GV6117  X           -   1,161,652.832 (meters)                     COMP
 GV6117  Y           -  -4,939,610.364 (meters)                     COMP
 GV6117  Z           -   3,851,165.926 (meters)                     COMP
 GV6117  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 GV6117  ELLIP HEIGHT-          -0.63  (meters)          (06/04/02) GPS OBS
 GV6117  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 GV6117
 GV6117  HORZ ORDER  -  SECOND
 GV6117  ELLP ORDER  -  FOURTH    CLASS II
 GV6117
 GV6117.The horizontal coordinates were established by GPS observations
 GV6117.and adjusted by the National Geodetic Survey in September 1995..
 GV6117
 GV6117.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6117
 GV6117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6117
 GV6117.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6117
 GV6117.The ellipsoidal height was determined by GPS observations
 GV6117.and is referenced to NAD 83.
 GV6117
 GV6117.The geoid height was determined by GEOID03.
 GV6117
 GV6117;                    North         East     Units Scale Factor Converg.
 GV6117;SPC VA S     - 1,117,786.149 3,653,538.832   MT  0.99994543   +1 03 08.3
 GV6117;SPC VA S     - 3,667,270.06 11,986,651.98   sFT  0.99994543   +1 03 08.3
 GV6117;UTM  18      - 4,138,714.221   343,636.444   MT  0.99990118   -1 04 21.0
 GV6117
 GV6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6117!SPC VA S     -   1.00000010  x   0.99994543  =   0.99994553
 GV6117!UTM  18      -   1.00000010  x   0.99990118  =   0.99990128
 GV6117
 GV6117:                Primary Azimuth Mark                     Grid Az
 GV6117:SPC VA S     -  BETH 2                                   005 09 01.5
 GV6117:UTM  18      -  BETH 2                                   007 16 30.8
 GV6117
 GV6117|---------------------------------------------------------------------|
 GV6117| PID    Reference Object                     Distance      Geod. Az  |
 GV6117|                                                           dddmmss.s |
 GV6117| GV3517 BETH 2                              APPROX. 0.6 KM 0061209.8 |
 GV6117|---------------------------------------------------------------------|
 GV6117
 GV6117                          SUPERSEDED SURVEY CONTROL
 GV6117
 GV6117  ELLIP H (09/08/95)   -0.39   (m)                       GP(       ) 4 2
 GV6117  NAD 83(1993)-  37 22 55.21858(N)    076 45 58.20862(W) AD(       ) 2
 GV6117  ELLIP H (11/14/94)   -0.57   (m)                       GP(       ) 4 2
 GV6117  NAD 83(1986)-  37 22 55.22358(N)    076 45 58.22612(W) AD(       ) 2
 GV6117  NGVD 29 (02/21/92)   34.7    (m)          114.     (f) GPS OBS        
 GV6117
 GV6117.Superseded values are not recommended for survey control.
 GV6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6117.See file dsdata.txt to determine how the superseded data were derived.
 GV6117
 GV6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4363638714(NAD 83)
 GV6117_MARKER: DD = SURVEY DISK
 GV6117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6117_SP_SET: CONCRETE POST
 GV6117_STAMPING: STATION NO 305-REFERENCE MARK NO 3 AZ
 GV6117_MARK LOGO: VA-095
 GV6117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6117+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6117
 GV6117  HISTORY     - Date     Condition        Report By
 GV6117  HISTORY     - 1990     MONUMENTED       RSA
 GV6117  HISTORY     - 19971018 GOOD             USPSQD
 GV6117  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6117
 GV6117                          STATION DESCRIPTION
 GV6117
 GV6117'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6117'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6117'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S.60
 GV6117'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A NORTHEASTERLY
 GV6117'DIRECTION ALONG ROUTE 607 FOR APPROXIMATELY 1.43 KM (0.89 MI) . THE
 GV6117'STATION IS LOCATED EAST OF THE INTERSECTION OF ROUTE 30 (ROCHAMBEAU
 GV6117'DRIVE) AND ROUTE 607, NEAR A CONCRETE HEADWALL.  REFERENCE MARK NO. 3
 GV6117'AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT)
 GV6117'BELOW THE GROUND SURFACE, STAMPED STATION NO. 305 - REFERENCE MARK NO.
 GV6117'3 AZ. THE DISK IS LOCATED AT THE INTERSECTION OF ROUTE 607 AND ROUTE
 GV6117'30 (ROCHAMBEAU DRIVE), 10.89 M (35.73 FT) SOUTHEAST OF THE CENTERLINE
 GV6117'OF THE PAVEMENT OF THE SOUTHBOUND LANES OF ROUTE 607, 8.60 M
 GV6117'(28.22 FT) NORTHWEST OF THE CENTERLINE OF THE PAVEMENT  OF THE
 GV6117'NORTHBOUND LANES OF ROUTE 607, 1.68 M (5.51 FT)  SOUTHWEST OF THE
 GV6117'CENTER OF A CONCRETE HEADWALL, AND 2.41 M (7.91 FT) EAST OF A ROUTE
 GV6117'SIGN.
 GV6117
 GV6117                          STATION RECOVERY (1997)
 GV6117
 GV6117'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6117'RECOVERED IN GOOD CONDITION.
 GV6117
 GV6117                          STATION RECOVERY (2002)
 GV6117
 GV6117'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0692 ***********************************************************************
 FZ0692  DESIGNATION -  306
 FZ0692  PID         -  FZ0692
 FZ0692  STATE/COUNTY-  VA/SMYTH
 FZ0692  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0692
 FZ0692                         *CURRENT SURVEY CONTROL
 FZ0692  ___________________________________________________________________
 FZ0692* NAD 83(1986)-  36 53 19.     (N)    081 20 24.     (W)     SCALED    
 FZ0692* NAVD 88     -       749.776  (meters)    2459.89   (feet)  ADJUSTED  
 FZ0692  ___________________________________________________________________
 FZ0692  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ0692  DYNAMIC HT  -         749.069 (meters)    2457.57  (feet)  COMP
 FZ0692  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 FZ0692
 FZ0692  VERT ORDER  -  FIRST     CLASS II
 FZ0692
 FZ0692.The horizontal coordinates were scaled from a topographic map and have
 FZ0692.an estimated accuracy of +/- 6 seconds.
 FZ0692
 FZ0692.The orthometric height was determined by differential leveling
 FZ0692.and adjusted by the National Geodetic Survey in June 1991..
 FZ0692
 FZ0692.The geoid height was determined by GEOID03.
 FZ0692
 FZ0692.The dynamic height is computed by dividing the NAVD 88
 FZ0692.geopotential number by the normal gravity value computed on the
 FZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0692.degrees latitude (g = 980.6199 gals.).
 FZ0692
 FZ0692.The modeled gravity was interpolated from observed gravity values.
 FZ0692
 FZ0692;                    North         East    Units  Estimated Accuracy
 FZ0692;SPC VA S     - 1,065,430.    3,246,880.      MT  (+/- 180 meters Scaled)
 FZ0692
 FZ0692                          SUPERSEDED SURVEY CONTROL
 FZ0692
 FZ0692  NGVD 29 (??/??/92)  749.828  (m)         2460.06   (f) ADJ UNCH    1 2
 FZ0692
 FZ0692.Superseded values are not recommended for survey control.
 FZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0692.See file dsdata.txt to determine how the superseded data were derived.
 FZ0692
 FZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA697825(NAD 83)
 FZ0692_MARKER: B = BOLT
 FZ0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0692_SP_SET: BRIDGE
 FZ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0692
 FZ0692  HISTORY     - Date     Condition        Report By
 FZ0692  HISTORY     - UNK      MONUMENTED       NWRR
 FZ0692  HISTORY     - 1934     GOOD             NGS
 FZ0692
 FZ0692                          STATION DESCRIPTION
 FZ0692
 FZ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0692'AT GROSECLOSE.
 FZ0692'AT GROSECLOSE, SMYTH COUNTY, 1,900 FEET EAST OF THE NORFOLK AND
 FZ0692'WESTERN RAILWAY STATION, 1/4 MILE WEST OF MILEPOST 353, AT BRIDGE
 FZ0692'306, AND IN THE HORIZONTAL SECTION OF THE SOUTHEAST WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6118 ***********************************************************************
 GV6118  DESIGNATION -  306 RM 3 AZ MK
 GV6118  PID         -  GV6118
 GV6118  STATE/COUNTY-  VA/JAMES CITY
 GV6118  USGS QUAD   -  NORGE (1984)
 GV6118
 GV6118                         *CURRENT SURVEY CONTROL
 GV6118  ___________________________________________________________________
 GV6118* NAD 83(1993)-  37 21 31.85513(N)    076 45 52.71887(W)     ADJUSTED  
 GV6118* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 GV6118  ___________________________________________________________________
 GV6118  X           -   1,162,140.178 (meters)                     COMP
 GV6118  Y           -  -4,941,093.191 (meters)                     COMP
 GV6118  Z           -   3,849,119.755 (meters)                     COMP
 GV6118  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV6118  ELLIP HEIGHT-          -6.77  (meters)          (06/04/02) GPS OBS
 GV6118  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 GV6118
 GV6118  HORZ ORDER  -  SECOND
 GV6118  ELLP ORDER  -  FOURTH    CLASS II
 GV6118
 GV6118.The horizontal coordinates were established by GPS observations
 GV6118.and adjusted by the National Geodetic Survey in September 1995..
 GV6118
 GV6118.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6118
 GV6118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6118
 GV6118.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6118
 GV6118.The ellipsoidal height was determined by GPS observations
 GV6118.and is referenced to NAD 83.
 GV6118
 GV6118.The geoid height was determined by GEOID03.
 GV6118
 GV6118;                    North         East     Units Scale Factor Converg.
 GV6118;SPC VA S     - 1,115,219.209 3,653,720.945   MT  0.99994541   +1 03 11.6
 GV6118;SPC VA S     - 3,658,848.35 11,987,249.47   sFT  0.99994541   +1 03 11.6
 GV6118;UTM  18      - 4,136,142.409   343,723.268   MT  0.99990084   -1 04 15.6
 GV6118
 GV6118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6118!SPC VA S     -   1.00000106  x   0.99994541  =   0.99994647
 GV6118!UTM  18      -   1.00000106  x   0.99990084  =   0.99990190
 GV6118
 GV6118                          SUPERSEDED SURVEY CONTROL
 GV6118
 GV6118  ELLIP H (09/08/95)   -6.53   (m)                       GP(       ) 4 2
 GV6118  NAD 83(1993)-  37 21 31.85594(N)    076 45 52.72500(W) AD(       ) 2
 GV6118  ELLIP H (11/14/94)   -6.71   (m)                       GP(       ) 4 2
 GV6118  NAD 83(1986)-  37 21 31.86092(N)    076 45 52.74262(W) AD(       ) 2
 GV6118  NGVD 29 (02/21/92)   28.6    (m)           94.     (f) GPS OBS        
 GV6118
 GV6118.Superseded values are not recommended for survey control.
 GV6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6118.See file dsdata.txt to determine how the superseded data were derived.
 GV6118
 GV6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4372336142(NAD 83)
 GV6118_MARKER: DD = SURVEY DISK
 GV6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6118_SP_SET: CONCRETE POST
 GV6118_STAMPING: STATION NO 306-REFERENCE MARK NO 3 AZ
 GV6118_MARK LOGO: VA-095
 GV6118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6118+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6118
 GV6118  HISTORY     - Date     Condition        Report By
 GV6118  HISTORY     - 1990     MONUMENTED       RSA
 GV6118  HISTORY     - 19971116 GOOD             USPSQD
 GV6118  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 GV6118
 GV6118                          STATION DESCRIPTION
 GV6118
 GV6118'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6118'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6118'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S.60
 GV6118'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6118'DIRECTION ALONG U.S.60 FOR APPROXIMATELY 1.8 KM (1.1 MI) .  THE
 GV6118'STATION IS LOCATED JUST SOUTHEAST OF THE END OF THE MEDIAN NEAR A NO
 GV6118'U-TURN SIGN.  REFERENCE MARK NUMBER 3 AZ. IS A 2 INCH DISK SET IN
 GV6118'CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE GROUND SURFACE,
 GV6118'STAMPED STATION NO. 306 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6118'LOCATED 21.46 M (70.41 FT) SOUTH OF A NO U-TURN SIGN, 1.13 M
 GV6118'(3.71 FT)  NORTHEAST OF THE BACK OF THE CURB OF THE EASTBOUND LANES
 GV6118'OF U.S.60, AND 1.46 M (4.79 FT) SOUTHWEST OF THE BACK OF THE CURB OF
 GV6118'THE WESTBOUND LANES OF U.S.60.
 GV6118
 GV6118                          STATION RECOVERY (1997)
 GV6118
 GV6118'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6118'RECOVERED IN GOOD CONDITION.
 GV6118
 GV6118                          STATION RECOVERY (2005)
 GV6118
 GV6118'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6118'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0669 ***********************************************************************
 FZ0669  DESIGNATION -  3060
 FZ0669  PID         -  FZ0669
 FZ0669  STATE/COUNTY-  VA/CARROLL
 FZ0669  USGS QUAD   -  FANCY GAP (1985)
 FZ0669
 FZ0669                         *CURRENT SURVEY CONTROL
 FZ0669  ___________________________________________________________________
 FZ0669* NAD 83(1986)-  36 38 46.     (N)    080 43 38.     (W)     SCALED    
 FZ0669* NAVD 88     -       932.438  (meters)    3059.17   (feet)  ADJUSTED  
 FZ0669  ___________________________________________________________________
 FZ0669  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 FZ0669  DYNAMIC HT  -         931.515 (meters)    3056.15  (feet)  COMP
 FZ0669  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 FZ0669
 FZ0669  VERT ORDER  -  SECOND    CLASS 0
 FZ0669
 FZ0669.The horizontal coordinates were scaled from a topographic map and have
 FZ0669.an estimated accuracy of +/- 6 seconds.
 FZ0669
 FZ0669.The orthometric height was determined by differential leveling
 FZ0669.and adjusted by the National Geodetic Survey in June 1991..
 FZ0669
 FZ0669.The geoid height was determined by GEOID03.
 FZ0669
 FZ0669.The dynamic height is computed by dividing the NAVD 88
 FZ0669.geopotential number by the normal gravity value computed on the
 FZ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0669.degrees latitude (g = 980.6199 gals.).
 FZ0669
 FZ0669.The modeled gravity was interpolated from observed gravity values.
 FZ0669
 FZ0669;                    North         East    Units  Estimated Accuracy
 FZ0669;SPC VA S     - 1,037,060.    3,300,850.      MT  (+/- 180 meters Scaled)
 FZ0669
 FZ0669                          SUPERSEDED SURVEY CONTROL
 FZ0669
 FZ0669  NGVD 29 (??/??/92)  932.566  (m)         3059.59   (f) ADJ UNCH    2 0
 FZ0669
 FZ0669.Superseded values are not recommended for survey control.
 FZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0669.See file dsdata.txt to determine how the superseded data were derived.
 FZ0669
 FZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA243556(NAD 83)
 FZ0669_MARKER: DD = SURVEY DISK
 FZ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0669_STAMPING: 3060 8 MAT 1957
 FZ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0669+STABILITY: SURFACE MOTION
 FZ0669
 FZ0669  HISTORY     - Date     Condition        Report By
 FZ0669  HISTORY     - 1957     MONUMENTED       USGS
 FZ0669  HISTORY     - 1963     GOOD             NGS
 FZ0669
 FZ0669                          STATION DESCRIPTION
 FZ0669
 FZ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0669'3 MI SW FROM FANCY GAP.
 FZ0669'0.1 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 FZ0669'FANCY GAP, THEN TURN SOUTHWEST ALONG THE BLUE RIDGE PARKWAY FOR
 FZ0669'2.85 MILES TO THE JUNCTION OF SECONDARY STATE ROAD 608.  THE MARK
 FZ0669'IS SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST PROJECTING
 FZ0669'4 INCHES, 56 FEET NORTHEAST OF THE CENTER OF SECONDARY STATE
 FZ0669'ROAD 608, 27.3 FEET NORTHWEST OF THE CENTER LINE OF THE BLUE
 FZ0669'RIDGE PARKWAY, 2.1 FEET SOUTH OF A STANDARD METAL WITNESS SIGN
 FZ0669'USED BY THE GEOLOGICAL SURVEY AND ABOUT 1 FOOT BELOW THE LEVEL
 FZ0669'OF THE BLUE RIDGE PARKWAY.  NOTE-- THE WITNESS POST WAS REMOVED
 FZ0669'AT THE REQUEST OF THE NATIONAL PARK SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0081 ***********************************************************************
 GW0081  DESIGNATION -  307.5
 GW0081  PID         -  GW0081
 GW0081  STATE/COUNTY-  VA/LOUISA
 GW0081  USGS QUAD   -  FERNCLIFF (1984)
 GW0081
 GW0081                         *CURRENT SURVEY CONTROL
 GW0081  ___________________________________________________________________
 GW0081* NAD 83(1986)-  37 58 51.     (N)    078 02 55.     (W)     SCALED    
 GW0081* NAVD 88     -        93.541  (meters)     306.89   (feet)  ADJUSTED  
 GW0081  ___________________________________________________________________
 GW0081  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW0081  DYNAMIC HT  -          93.478 (meters)     306.69  (feet)  COMP
 GW0081  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 GW0081
 GW0081  VERT ORDER  -  SECOND    CLASS 0
 GW0081
 GW0081.The horizontal coordinates were scaled from a topographic map and have
 GW0081.an estimated accuracy of +/- 6 seconds.
 GW0081
 GW0081.The orthometric height was determined by differential leveling
 GW0081.and adjusted by the National Geodetic Survey in June 1991..
 GW0081
 GW0081.The geoid height was determined by GEOID03.
 GW0081
 GW0081.The dynamic height is computed by dividing the NAVD 88
 GW0081.geopotential number by the normal gravity value computed on the
 GW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0081.degrees latitude (g = 980.6199 gals.).
 GW0081
 GW0081.The modeled gravity was interpolated from observed gravity values.
 GW0081
 GW0081;                    North         East    Units  Estimated Accuracy
 GW0081;SPC VA S     - 1,182,930.    3,539,660.      MT  (+/- 180 meters Scaled)
 GW0081
 GW0081                          SUPERSEDED SURVEY CONTROL
 GW0081
 GW0081  NGVD 29 (??/??/92)   93.785  (m)          307.69   (f) ADJ UNCH    2 0
 GW0081
 GW0081.Superseded values are not recommended for survey control.
 GW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0081.See file dsdata.txt to determine how the superseded data were derived.
 GW0081
 GW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC592077(NAD 83)
 GW0081_MARKER: B = BOLT
 GW0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0081_SP_SET: BRIDGE
 GW0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0081
 GW0081  HISTORY     - Date     Condition        Report By
 GW0081  HISTORY     - UNK      MONUMENTED       USGS
 GW0081  HISTORY     - 1935     GOOD             NGS
 GW0081  HISTORY     - 1962     GOOD             NGS
 GW0081  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0081  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0081
 GW0081                          STATION DESCRIPTION
 GW0081
 GW0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0081'1.7 MI NE FROM BUTLERS STORE.
 GW0081'1.7 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 659 FROM THE
 GW0081'ROAD JUNCTION AT BUTLERS STORE, LOUISA COUNTY, AT A STEEL BRIDGE
 GW0081'OVER SOUTH ANNA RIVER, AND IN THE TOP OF THE WEST END OF THE
 GW0081'NORTH ABUTMENT.  AN IRON BOLT.
 GW0081
 GW0081                          STATION RECOVERY (1962)
 GW0081
 GW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0081'RECOVERED IN GOOD CONDITION.
 GW0081
 GW0081                          STATION RECOVERY (1998)
 GW0081
 GW0081'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0081'MARK NOT FOUND.
 GW0081
 GW0081                          STATION RECOVERY (2002)
 GW0081
 GW0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3249 ***********************************************************************
 HV3249  DESIGNATION -  307.5 USGS
 HV3249  PID         -  HV3249
 HV3249  STATE/COUNTY-  VA/ORANGE
 HV3249  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3249
 HV3249                         *CURRENT SURVEY CONTROL
 HV3249  ___________________________________________________________________
 HV3249* NAD 83(1986)-  38 21 38.     (N)    077 43 20.     (W)     SCALED    
 HV3249* NAVD 88     -        93.413  (meters)     306.47   (feet)  ADJUSTED  
 HV3249  ___________________________________________________________________
 HV3249  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV3249  DYNAMIC HT  -          93.356 (meters)     306.29  (feet)  COMP
 HV3249  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 HV3249
 HV3249  VERT ORDER  -  SECOND    CLASS 0
 HV3249
 HV3249.The horizontal coordinates were scaled from a topographic map and have
 HV3249.an estimated accuracy of +/- 6 seconds.
 HV3249
 HV3249.The orthometric height was determined by differential leveling
 HV3249.and adjusted by the National Geodetic Survey in June 1991..
 HV3249
 HV3249.The geoid height was determined by GEOID03.
 HV3249
 HV3249.The dynamic height is computed by dividing the NAVD 88
 HV3249.geopotential number by the normal gravity value computed on the
 HV3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3249.degrees latitude (g = 980.6199 gals.).
 HV3249
 HV3249.The modeled gravity was interpolated from observed gravity values.
 HV3249
 HV3249;                    North         East    Units  Estimated Accuracy
 HV3249;SPC VA N     - 2,077,310.    3,567,980.      MT  (+/- 180 meters Scaled)
 HV3249
 HV3249                          SUPERSEDED SURVEY CONTROL
 HV3249
 HV3249  NGVD 29 (??/??/??)   93.669  (m)          307.31   (f) ADJUSTED    2 0
 HV3249
 HV3249.Superseded values are not recommended for survey control.
 HV3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3249.See file dsdata.txt to determine how the superseded data were derived.
 HV3249
 HV3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH621493(NAD 83)
 HV3249_MARKER: N = NAIL
 HV3249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3249_SP_SET: CEDAR TREE ROOT
 HV3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3249
 HV3249  HISTORY     - Date     Condition        Report By
 HV3249  HISTORY     - UNK      MONUMENTED       USGS
 HV3249  HISTORY     - 1941     GOOD             CGS
 HV3249  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3249  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3249
 HV3249                          STATION DESCRIPTION
 HV3249
 HV3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3249'4.2 MI SE FROM FLAT RUN.
 HV3249'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM FLATRUN, ORANGE
 HV3249'COUNTY, THENCE 2.0 MILES NORTH ALONG A T-ROAD LEADING NORTH TO
 HV3249'MELVILLE MINES, 0.2 MILE NORTH OF THE JUNCTION OF SECONDARY STATE
 HV3249'HIGHWAY 667, AT MELVILLE MINES, 55 FEET WEST OF THE OFFICE
 HV3249'BUILDING, 52.5 FEET NORTH OF A HIGHWAY MARKER, 25.5 FEET NORTH OF
 HV3249'A 36-INCH OAK TREE, AND IN THE EAST ROOT OF A 48-INCH CEDAR TREE.
 HV3249'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HV3249'WASHER.
 HV3249
 HV3249                          STATION RECOVERY (1998)
 HV3249
 HV3249'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3249'MARK NOT FOUND.
 HV3249
 HV3249                          STATION RECOVERY (2003)
 HV3249
 HV3249'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0499 ***********************************************************************
 GX0499  DESIGNATION -  307+80
 GX0499  PID         -  GX0499
 GX0499  STATE/COUNTY-  VA/PULASKI
 GX0499  USGS QUAD   -  RADFORD NORTH (1984)
 GX0499
 GX0499                         *CURRENT SURVEY CONTROL
 GX0499  ___________________________________________________________________
 GX0499* NAD 83(1986)-  37 11 23.     (N)    080 36 00.     (W)     SCALED    
 GX0499* NAVD 88     -       522.352  (meters)    1713.75   (feet)  ADJUSTED  
 GX0499  ___________________________________________________________________
 GX0499  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX0499  DYNAMIC HT  -         521.891 (meters)    1712.24  (feet)  COMP
 GX0499  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 GX0499
 GX0499  VERT ORDER  -  SECOND    CLASS 0
 GX0499
 GX0499.The horizontal coordinates were scaled from a topographic map and have
 GX0499.an estimated accuracy of +/- 6 seconds.
 GX0499
 GX0499.The orthometric height was determined by differential leveling
 GX0499.and adjusted by the National Geodetic Survey in June 1991..
 GX0499
 GX0499.The geoid height was determined by GEOID03.
 GX0499
 GX0499.The dynamic height is computed by dividing the NAVD 88
 GX0499.geopotential number by the normal gravity value computed on the
 GX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0499.degrees latitude (g = 980.6199 gals.).
 GX0499
 GX0499.The modeled gravity was interpolated from observed gravity values.
 GX0499
 GX0499;                    North         East    Units  Estimated Accuracy
 GX0499;SPC VA S     - 1,097,110.    3,313,570.      MT  (+/- 180 meters Scaled)
 GX0499
 GX0499                          SUPERSEDED SURVEY CONTROL
 GX0499
 GX0499  NGVD 29 (??/??/92)  522.474  (m)         1714.15   (f) ADJ UNCH    2 0
 GX0499
 GX0499.Superseded values are not recommended for survey control.
 GX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0499.See file dsdata.txt to determine how the superseded data were derived.
 GX0499
 GX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB355159(NAD 83)
 GX0499_MARKER: B = BOLT
 GX0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0499_SP_SET: BRIDGE
 GX0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0499
 GX0499  HISTORY     - Date     Condition        Report By
 GX0499  HISTORY     - UNK      MONUMENTED       NWRR
 GX0499  HISTORY     - 1935     GOOD             NGS
 GX0499
 GX0499                          STATION DESCRIPTION
 GX0499
 GX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0499'AT BELSPRINGS.
 GX0499'AT BELSPRING, ON THE NORFOLK AND WESTERN RAILWAY, 148 YARDS EAST
 GX0499'OF THE STATION, AT AN ARCH BRIDGE OVER A DIRT ROAD, IN THE TOP
 GX0499'OF THE NORTH HEADWALL, 3.5 FEET WEST OF THE EAST END OF THE
 GX0499'HEADWALL, 9 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK,
 GX0499'AND LEVEL WITH THE TRACK.  A 1 1/2-INCH IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1632 ***********************************************************************
 GV1632  DESIGNATION -  30.82 NWRR
 GV1632  PID         -  GV1632
 GV1632  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1632  USGS QUAD   -  PETERSBURG (1994)
 GV1632
 GV1632                         *CURRENT SURVEY CONTROL
 GV1632  ___________________________________________________________________
 GV1632* NAD 83(1986)-  37 14 13.     (N)    077 23 17.     (W)     SCALED    
 GV1632* NAVD 88     -         8.464  (meters)      27.77   (feet)  ADJUSTED  
 GV1632  ___________________________________________________________________
 GV1632  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV1632  DYNAMIC HT  -           8.458 (meters)      27.75  (feet)  COMP
 GV1632  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 GV1632
 GV1632  VERT ORDER  -  FIRST     CLASS II
 GV1632
 GV1632.The horizontal coordinates were scaled from a topographic map and have
 GV1632.an estimated accuracy of +/- 6 seconds.
 GV1632
 GV1632.The orthometric height was determined by differential leveling
 GV1632.and adjusted by the National Geodetic Survey in June 1991..
 GV1632
 GV1632.The geoid height was determined by GEOID03.
 GV1632
 GV1632.The dynamic height is computed by dividing the NAVD 88
 GV1632.geopotential number by the normal gravity value computed on the
 GV1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1632.degrees latitude (g = 980.6199 gals.).
 GV1632
 GV1632.The modeled gravity was interpolated from observed gravity values.
 GV1632
 GV1632;                    North         East    Units  Estimated Accuracy
 GV1632;SPC VA S     - 1,100,860.    3,598,660.      MT  (+/- 180 meters Scaled)
 GV1632
 GV1632                          SUPERSEDED SURVEY CONTROL
 GV1632
 GV1632  NGVD 29 (??/??/??)    8.823  (m)           28.95   (f) ADJUSTED    1 2
 GV1632
 GV1632.Superseded values are not recommended for survey control.
 GV1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1632.See file dsdata.txt to determine how the superseded data were derived.
 GV1632
 GV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG881238(NAD 83)
 GV1632_MARKER: O = CHISELED CIRCLE
 GV1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1632_SP_SET: BRIDGE COPING
 GV1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1632
 GV1632  HISTORY     - Date     Condition        Report By
 GV1632  HISTORY     - UNK      MONUMENTED       NWRR
 GV1632  HISTORY     - 1932     GOOD             CGS
 GV1632  HISTORY     - 1959     GOOD             CGS
 GV1632  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1632  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1632
 GV1632                          STATION DESCRIPTION
 GV1632
 GV1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1632'0.8 MI E FROM PETERSBURG.
 GV1632'IN PRINCE GEORGE COUNTY, 0.8 MILE EAST ALONG THE NORFOLK AND
 GV1632'WESTERN RAILWAY FROM THE STATION AT PETERSBURG, DINWIDDIE COUNTY,
 GV1632'84 FEET EAST OF THE PRINCE GEORGE-DINWIDDIE COUNTY-LINE MONUMENT,
 GV1632'ACROSS THE TRACK FROM SEMAPHORE 3 L, AT A CONCRETE-ARCH BRIDGE,
 GV1632'AND ON THE TOP OF THE SOUTHWEST CORNER OF THE COPING.  A CHISELED
 GV1632'CIRCLE.
 GV1632
 GV1632                          STATION RECOVERY (1959)
 GV1632
 GV1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GV1632'RECOVERED IN GOOD CONDITION.
 GV1632
 GV1632                          STATION RECOVERY (1998)
 GV1632
 GV1632'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1632'MARK NOT FOUND.
 GV1632
 GV1632                          STATION RECOVERY (2004)
 GV1632
 GV1632'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3869 ***********************************************************************
 HV3869  DESIGNATION -  308.75 USGS
 HV3869  PID         -  HV3869
 HV3869  STATE/COUNTY-  VA/CULPEPER
 HV3869  USGS QUAD   -  REMINGTON (1981)
 HV3869
 HV3869                         *CURRENT SURVEY CONTROL
 HV3869  ___________________________________________________________________
 HV3869* NAD 83(1986)-  38 30 48.     (N)    077 51 07.     (W)     SCALED    
 HV3869* NAVD 88     -        93.917  (meters)     308.13   (feet)  ADJUSTED  
 HV3869  ___________________________________________________________________
 HV3869  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV3869  DYNAMIC HT  -          93.861 (meters)     307.94  (feet)  COMP
 HV3869  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 HV3869
 HV3869  VERT ORDER  -  SECOND    CLASS 0
 HV3869
 HV3869.The horizontal coordinates were scaled from a topographic map and have
 HV3869.an estimated accuracy of +/- 6 seconds.
 HV3869
 HV3869.The orthometric height was determined by differential leveling
 HV3869.and adjusted by the National Geodetic Survey in June 1991..
 HV3869
 HV3869.The geoid height was determined by GEOID03.
 HV3869
 HV3869.The dynamic height is computed by dividing the NAVD 88
 HV3869.geopotential number by the normal gravity value computed on the
 HV3869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3869.degrees latitude (g = 980.6199 gals.).
 HV3869
 HV3869.The modeled gravity was interpolated from observed gravity values.
 HV3869
 HV3869;                    North         East    Units  Estimated Accuracy
 HV3869;SPC VA N     - 2,094,180.    3,556,520.      MT  (+/- 180 meters Scaled)
 HV3869
 HV3869                          SUPERSEDED SURVEY CONTROL
 HV3869
 HV3869  NGVD 29 (??/??/??)   94.156  (m)          308.91   (f) ADJUSTED    2 0
 HV3869
 HV3869.Superseded values are not recommended for survey control.
 HV3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3869.See file dsdata.txt to determine how the superseded data were derived.
 HV3869
 HV3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH513666(NAD 83)
 HV3869_MARKER: Q = CHISELED SQUARE
 HV3869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3869_SP_SET: CULVERT
 HV3869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3869
 HV3869  HISTORY     - Date     Condition        Report By
 HV3869  HISTORY     - UNK      MONUMENTED       USGS
 HV3869  HISTORY     - 1935     GOOD             CGS
 HV3869  HISTORY     - 1942     GOOD             CGS
 HV3869  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3869
 HV3869                          STATION DESCRIPTION
 HV3869
 HV3869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3869'2.6 MI NE FROM BRANDY.
 HV3869'ABOUT 2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3869'HIGH SCHOOL AT BRANDY, CULPEPER COUNTY, ABOUT 300 FEET WEST
 HV3869'OF THE STATION AT ELKWOOD, 40 FEET SOUTHWEST OF THE STORE AND
 HV3869'POST OFFICE, 36 FEET WEST OF THE CENTER OF THE JUNCTION OF U.S.
 HV3869'HIGHWAY 15 AND A ROAD LEADING SOUTH TO KELLYS FORK, 54.5 FEET
 HV3869'NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, IN THE NORTH
 HV3869'CONCRETE HEAD WALL OF A 15-INCH CONCRETE CULVERT, AND 0.8 FOOT
 HV3869'NORTHWEST OF THE SOUTHEAST CORNER.  A CHISELED SQUARE.
 HV3869
 HV3869                          STATION RECOVERY (1942)
 HV3869
 HV3869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HV3869'RECOVERED IN GOOD CONDITION.
 HV3869
 HV3869                          STATION RECOVERY (2001)
 HV3869
 HV3869'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6119 ***********************************************************************
 GV6119  DESIGNATION -  309 RM 3 AZ MK
 GV6119  PID         -  GV6119
 GV6119  STATE/COUNTY-  VA/JAMES CITY
 GV6119  USGS QUAD   -  NORGE (1984)
 GV6119
 GV6119                         *CURRENT SURVEY CONTROL
 GV6119  ___________________________________________________________________
 GV6119* NAD 83(1993)-  37 18 45.32602(N)    076 47 32.86501(W)     ADJUSTED  
 GV6119* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 GV6119  ___________________________________________________________________
 GV6119  X           -   1,160,453.564 (meters)                     COMP
 GV6119  Y           -  -4,944,692.955 (meters)                     COMP
 GV6119  Z           -   3,845,041.597 (meters)                     COMP
 GV6119  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 GV6119  ELLIP HEIGHT-          -0.53  (meters)          (06/04/02) GPS OBS
 GV6119  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV6119
 GV6119  HORZ ORDER  -  SECOND
 GV6119  ELLP ORDER  -  FOURTH    CLASS II
 GV6119
 GV6119.The horizontal coordinates were established by GPS observations
 GV6119.and adjusted by the National Geodetic Survey in September 1995..
 GV6119
 GV6119.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6119
 GV6119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6119
 GV6119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6119
 GV6119.The ellipsoidal height was determined by GPS observations
 GV6119.and is referenced to NAD 83.
 GV6119
 GV6119.The geoid height was determined by GEOID03.
 GV6119
 GV6119;                    North         East     Units Scale Factor Converg.
 GV6119;SPC VA S     - 1,110,041.489 3,651,349.865   MT  0.99994586   +1 02 10.8
 GV6119;SPC VA S     - 3,641,861.12 11,979,470.35   sFT  0.99994586   +1 02 10.8
 GV6119;UTM  18      - 4,131,056.311   341,162.049   MT  0.99991079   -1 05 12.3
 GV6119
 GV6119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6119!SPC VA S     -   1.00000008  x   0.99994586  =   0.99994594
 GV6119!UTM  18      -   1.00000008  x   0.99991079  =   0.99991087
 GV6119
 GV6119:                Primary Azimuth Mark                     Grid Az
 GV6119:SPC VA S     -  0309                                     031 12 44.8
 GV6119:UTM  18      -  0309                                     033 20 07.9
 GV6119
 GV6119|---------------------------------------------------------------------|
 GV6119| PID    Reference Object                     Distance      Geod. Az  |
 GV6119|                                                           dddmmss.s |
 GV6119| GV6070 0309                                470.326 METERS 0321455.6 |
 GV6119|---------------------------------------------------------------------|
 GV6119
 GV6119                          SUPERSEDED SURVEY CONTROL
 GV6119
 GV6119  ELLIP H (09/08/95)   -0.30   (m)                       GP(       ) 4 2
 GV6119  NAD 83(1993)-  37 18 45.32689(N)    076 47 32.87127(W) AD(       ) 2
 GV6119  ELLIP H (11/14/94)   -0.47   (m)                       GP(       ) 4 2
 GV6119  NAD 83(1986)-  37 18 45.33195(N)    076 47 32.88925(W) AD(       ) 2
 GV6119  NGVD 29 (02/21/92)   34.9    (m)          115.     (f) GPS OBS        
 GV6119
 GV6119.Superseded values are not recommended for survey control.
 GV6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6119.See file dsdata.txt to determine how the superseded data were derived.
 GV6119
 GV6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4116231056(NAD 83)
 GV6119_MARKER: DD = SURVEY DISK
 GV6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6119_SP_SET: CONCRETE POST
 GV6119_STAMPING: STATION NO 309-REFERENCE MARK NO 3 AZ
 GV6119_MARK LOGO: VA-095
 GV6119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6119+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6119
 GV6119  HISTORY     - Date     Condition        Report By
 GV6119  HISTORY     - 1990     MONUMENTED       RSA
 GV6119  HISTORY     - 19980126 GOOD             USPSQD
 GV6119  HISTORY     - 20021217 GOOD             USPSQD
 GV6119  HISTORY     - 20050518 GOOD             USPSQD
 GV6119
 GV6119                          STATION DESCRIPTION
 GV6119
 GV6119'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6119'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6119'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6119'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6119'DIRECTION ALONG ROUTE 614 FOR 5.37 KM (3.34 MI) . THE STATION IS
 GV6119'LOCATED EAST OF ROUTE 614, NEAR RESIDENCE NUMBER 5400.  REFERENCE
 GV6119'MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M
 GV6119'(0.26 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 309 -
 GV6119'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 2.50 M (8.20 FT)
 GV6119'SOUTHEAST OF THE EAST EDGE OF THE PAVEMENT OF ROUTE 614, 17.83 M
 GV6119'(58.50 FT) NORTHWEST OF THE CORNER OF THE SCREENED PORCH OF RESIDENCE
 GV6119'NUMBER 5400, AND 22.16 M (72.70 FT) NORTHEAST OF UTILITY POLE NUMBER
 GV6119'FG97.
 GV6119
 GV6119                          STATION RECOVERY (1998)
 GV6119
 GV6119'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6119'RECOVERED IN GOOD CONDITION.
 GV6119
 GV6119                          STATION RECOVERY (2002)
 GV6119
 GV6119'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6119'RECOVERED IN GOOD CONDITION.
 GV6119
 GV6119                          STATION RECOVERY (2005)
 GV6119
 GV6119'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6119'N 37 18.755
 GV6119'W 076 47.548
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3377 ***********************************************************************
 HV3377  DESIGNATION -  309.45 USGS
 HV3377  PID         -  HV3377
 HV3377  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3377  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3377
 HV3377                         *CURRENT SURVEY CONTROL
 HV3377  ___________________________________________________________________
 HV3377* NAD 83(1986)-  38 12 04.     (N)    077 35 19.     (W)     SCALED    
 HV3377* NAVD 88     -        94.019  (meters)     308.46   (feet)  ADJUSTED  
 HV3377  ___________________________________________________________________
 HV3377  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3377  DYNAMIC HT  -          93.959 (meters)     308.26  (feet)  COMP
 HV3377  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HV3377
 HV3377  VERT ORDER  -  SECOND    CLASS 0
 HV3377
 HV3377.The horizontal coordinates were scaled from a topographic map and have
 HV3377.an estimated accuracy of +/- 6 seconds.
 HV3377
 HV3377.The orthometric height was determined by differential leveling
 HV3377.and adjusted by the National Geodetic Survey in June 1991..
 HV3377
 HV3377.The geoid height was determined by GEOID03.
 HV3377
 HV3377.The dynamic height is computed by dividing the NAVD 88
 HV3377.geopotential number by the normal gravity value computed on the
 HV3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3377.degrees latitude (g = 980.6199 gals.).
 HV3377
 HV3377.The modeled gravity was interpolated from observed gravity values.
 HV3377
 HV3377;                    North         East    Units  Estimated Accuracy
 HV3377;SPC VA N     - 2,059,720.    3,579,830.      MT  (+/- 180 meters Scaled)
 HV3377
 HV3377                          SUPERSEDED SURVEY CONTROL
 HV3377
 HV3377  NGVD 29 (??/??/??)   94.306  (m)          309.40   (f) ADJUSTED    2 0
 HV3377
 HV3377.Superseded values are not recommended for survey control.
 HV3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3377.See file dsdata.txt to determine how the superseded data were derived.
 HV3377
 HV3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH733312(NAD 83)
 HV3377_MARKER: Q = CHISELED SQUARE
 HV3377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3377_SP_SET: CONCRETE WALK
 HV3377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3377
 HV3377  HISTORY     - Date     Condition        Report By
 HV3377  HISTORY     - UNK      MONUMENTED       USGS
 HV3377  HISTORY     - 1962     GOOD             CGS
 HV3377  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3377
 HV3377                          STATION DESCRIPTION
 HV3377
 HV3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3377'AT SPOTSYLVANIA.
 HV3377'AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, ABOUT 90 FEET WEST OF THE
 HV3377'FRONT DOOR TO THE COUNTY COURTHOUSE, AND ON THE TOP OF THE NORTH
 HV3377'SIDE OF THE CONCRETE WALK TO THE BUILDING.  A CHISELED SQUARE.
 HV3377
 HV3377                          STATION RECOVERY (1998)
 HV3377
 HV3377'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0895 ***********************************************************************
 FX0895  DESIGNATION -  31
 FX0895  PID         -  FX0895
 FX0895  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0895  USGS QUAD   -  CHUCKATUCK (1990)
 FX0895
 FX0895                         *CURRENT SURVEY CONTROL
 FX0895  ___________________________________________________________________
 FX0895* NAD 83(1986)-  36 52 26.     (N)    076 34 57.     (W)     SCALED    
 FX0895* NAVD 88     -         9.193  (meters)      30.16   (feet)  ADJUSTED  
 FX0895  ___________________________________________________________________
 FX0895  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FX0895  DYNAMIC HT  -           9.186 (meters)      30.14  (feet)  COMP
 FX0895  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 FX0895
 FX0895  VERT ORDER  -  FIRST     CLASS II
 FX0895
 FX0895.The horizontal coordinates were scaled from a topographic map and have
 FX0895.an estimated accuracy of +/- 6 seconds.
 FX0895
 FX0895.The orthometric height was determined by differential leveling
 FX0895.and adjusted by the National Geodetic Survey in June 1991..
 FX0895
 FX0895.The geoid height was determined by GEOID03.
 FX0895
 FX0895.The dynamic height is computed by dividing the NAVD 88
 FX0895.geopotential number by the normal gravity value computed on the
 FX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0895.degrees latitude (g = 980.6199 gals.).
 FX0895
 FX0895.The modeled gravity was interpolated from observed gravity values.
 FX0895
 FX0895;                    North         East    Units  Estimated Accuracy
 FX0895;SPC VA S     - 1,061,720.    3,670,950.      MT  (+/- 180 meters Scaled)
 FX0895
 FX0895                          SUPERSEDED SURVEY CONTROL
 FX0895
 FX0895  NGVD 29 (??/??/92)    9.582  (m)           31.44   (f) ADJ UNCH    1 2
 FX0895
 FX0895.Superseded values are not recommended for survey control.
 FX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0895.See file dsdata.txt to determine how the superseded data were derived.
 FX0895
 FX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF589820(NAD 83)
 FX0895_MARKER: P = PIPE CAP
 FX0895_SETTING: 0 = UNSPECIFIED SETTING
 FX0895_STAMPING: 31.591 1918
 FX0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0895
 FX0895  HISTORY     - Date     Condition        Report By
 FX0895  HISTORY     - 1918     MONUMENTED       USGS
 FX0895  HISTORY     - 1953     GOOD             NGS
 FX0895  HISTORY     - 1960     GOOD             NGS
 FX0895  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0895
 FX0895                          STATION DESCRIPTION
 FX0895
 FX0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0895'1.2 MI N FROM CHUCKATUCK.
 FX0895'1.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE HIGH SCHOOL
 FX0895'AT CHUCKATUCK, ABOUT 0.4 MILE SOUTH OF THE NANSEMOND-ISLE OF
 FX0895'WIGHT COUNTY LINE, 22 1/2 FEET WEST OF CENTER LINE OF HIGHWAY
 FX0895'AND IN LINE WITH THE EXTENDED CENTER LINE OF COUNTY ROAD 631
 FX0895'LEADING EAST, 27 1/2 FEET SOUTHEAST OF A POWER POLE, 44 1/2
 FX0895'FEET SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 307,
 FX0895'ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING 4 INCHES.
 FX0895
 FX0895                          STATION RECOVERY (1960)
 FX0895
 FX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0895'RECOVERED IN GOOD CONDITION.
 FX0895
 FX0895                          STATION RECOVERY (2002)
 FX0895
 FX0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5607 ***********************************************************************
 GV5607  DESIGNATION -  31 C OF R 1972
 GV5607  PID         -  GV5607
 GV5607  STATE/COUNTY-  VA/C OF RICHMOND
 GV5607  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5607
 GV5607                         *CURRENT SURVEY CONTROL
 GV5607  ___________________________________________________________________
 GV5607* NAD 83(1993)-  37 29 18.14975(N)    077 29 40.56413(W)     ADJUSTED  
 GV5607* NAVD 88     -        66.73   (+/-2cm)     218.9    (feet)  VERTCON   
 GV5607  ___________________________________________________________________
 GV5607  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV5607  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5607
 GV5607  HORZ ORDER  -  SECOND
 GV5607  VERT ORDER  -  THIRD ? (See Below)
 GV5607
 GV5607.The horizontal coordinates were established by classical geodetic methods
 GV5607.and adjusted by the National Geodetic Survey in September 1995..
 GV5607
 GV5607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5607.The vertical order pertains to the NGVD 29 superseded value.
 GV5607
 GV5607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5607
 GV5607.The geoid height was determined by GEOID03.
 GV5607
 GV5607;                    North         East     Units Scale Factor Converg.
 GV5607;SPC VA S     - 1,128,654.524 3,588,910.283   MT  0.99994762   +0 36 36.7
 GV5607;SPC VA S     - 3,702,927.38 11,774,616.49   sFT  0.99994762   +0 36 36.7
 GV5607;UTM  18      - 4,151,974.735   279,449.608   MT  1.00019920   -1 31 07.8
 GV5607
 GV5607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5607!SPC VA S     -   0.99999471  x   0.99994762  =   0.99994233
 GV5607!UTM  18      -   0.99999471  x   1.00019920  =   1.00019391
 GV5607
 GV5607:                Primary Azimuth Mark                     Grid Az
 GV5607:SPC VA S     -  32 C OF R 1972                           047 11 39.3
 GV5607:UTM  18      -  32 C OF R 1972                           049 19 23.8
 GV5607
 GV5607|---------------------------------------------------------------------|
 GV5607| PID    Reference Object                     Distance      Geod. Az  |
 GV5607|                                                           dddmmss.s |
 GV5607| GV5598 32 C OF R 1972                      APPROX. 0.7 KM 0474816.0 |
 GV5607| GV5617 30 C OF R 1972                      436.929 METERS 2260427.7 |
 GV5607|---------------------------------------------------------------------|
 GV5607
 GV5607                          SUPERSEDED SURVEY CONTROL
 GV5607
 GV5607  NAD 83(1993)-  37 29 18.14971(N)    077 29 40.56408(W) AD(       ) 2
 GV5607  NAD 83(1986)-  37 29 18.15607(N)    077 29 40.58098(W) AD(       ) 2
 GV5607  NAD 27      -  37 29 17.62482(N)    077 29 41.63266(W) AD(       ) 2
 GV5607  NGVD 29 (07/19/86)   67.04   (m)          219.9    (f) LEVELING    3  
 GV5607
 GV5607.Superseded values are not recommended for survey control.
 GV5607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5607.See file dsdata.txt to determine how the superseded data were derived.
 GV5607
 GV5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7945051975(NAD 83)
 GV5607_MARKER: I = METAL ROD
 GV5607_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5607_SP_SET: OBJECT IMBEDDED IN GROUND
 GV5607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5607
 GV5607  HISTORY     - Date     Condition        Report By
 GV5607  HISTORY     - 1972     MONUMENTED       VA2060
 GV5607  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5607  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5607  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5607
 GV5607                          STATION DESCRIPTION
 GV5607
 GV5607'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5607'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5607'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360,
 GV5607'THENCE WEST ON ROUTE 360 1.35 MILES TO POINT NO. 31.
 GV5607'
 GV5607'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5607'
 GV5607'13.2 FEET N.W. OF E.P. OF RT. 360, 13.3 FEET N.E. OF VEPCO POLE
 GV5607'NO. DG07 (7304A), 79.9 FEET S.E. OF VEPCO POLE NO. CG88.
 GV5607'
 GV5607'NEAREST TOWN--RICHMOND.
 GV5607
 GV5607                          STATION RECOVERY (1995)
 GV5607
 GV5607'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5607'MARK NOT FOUND.
 GV5607
 GV5607                          STATION RECOVERY (1999)
 GV5607
 GV5607'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5607'MARK NOT FOUND.
 GV5607
 GV5607                          STATION RECOVERY (2003)
 GV5607
 GV5607'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0623 ***********************************************************************
 HW0623  DESIGNATION -  31 D
 HW0623  PID         -  HW0623
 HW0623  STATE/COUNTY-  VA/LOUISA
 HW0623  USGS QUAD   -  ORANGE (1994)
 HW0623
 HW0623                         *CURRENT SURVEY CONTROL
 HW0623  ___________________________________________________________________
 HW0623* NAD 83(1986)-  38 07 45.     (N)    078 00 51.     (W)     SCALED    
 HW0623* NAVD 88     -       112.725  (meters)     369.83   (feet)  ADJUSTED  
 HW0623  ___________________________________________________________________
 HW0623  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0623  DYNAMIC HT  -         112.652 (meters)     369.59  (feet)  COMP
 HW0623  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 HW0623
 HW0623  VERT ORDER  -  SECOND    CLASS 0
 HW0623
 HW0623.The horizontal coordinates were scaled from a topographic map and have
 HW0623.an estimated accuracy of +/- 6 seconds.
 HW0623
 HW0623.The orthometric height was determined by differential leveling
 HW0623.and adjusted by the National Geodetic Survey in June 1991..
 HW0623
 HW0623.The geoid height was determined by GEOID03.
 HW0623
 HW0623.The dynamic height is computed by dividing the NAVD 88
 HW0623.geopotential number by the normal gravity value computed on the
 HW0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0623.degrees latitude (g = 980.6199 gals.).
 HW0623
 HW0623.The modeled gravity was interpolated from observed gravity values.
 HW0623
 HW0623;                    North         East    Units  Estimated Accuracy
 HW0623;SPC VA S     - 1,199,410.    3,542,600.      MT  (+/- 180 meters Scaled)
 HW0623
 HW0623                          SUPERSEDED SURVEY CONTROL
 HW0623
 HW0623  NGVD 29 (??/??/92)  112.976  (m)          370.66   (f) ADJ UNCH    2 0
 HW0623
 HW0623.Superseded values are not recommended for survey control.
 HW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0623.See file dsdata.txt to determine how the superseded data were derived.
 HW0623
 HW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC617243(NAD 83)
 HW0623_MARKER: DD = SURVEY DISK
 HW0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0623_STAMPING: 31 D 1929
 HW0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0623+STABILITY: SURFACE MOTION
 HW0623
 HW0623  HISTORY     - Date     Condition        Report By
 HW0623  HISTORY     - 1929     MONUMENTED       USGS
 HW0623  HISTORY     - 1962     GOOD             NGS
 HW0623  HISTORY     - 1984     GOOD             NGS
 HW0623  HISTORY     - 19910401 GOOD             USPSQD
 HW0623  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0623  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HW0623
 HW0623                          STATION DESCRIPTION
 HW0623
 HW0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW0623'2.6 MI N FROM ELLISVILLE.
 HW0623'2.6 MILES NORTH ALONG STATE HIGHWAY 16 FROM A STORE AT ELLISVILLE,
 HW0623'LOUISA COUNTY, AT A ROAD JUNCTION, 30 FEET WEST OF THE CENTERLINE
 HW0623'OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 HW0623'LEADING WEST, AND 3 FEET SOUTH OF A BOARD FENCE.  A STANDARD
 HW0623'DISK SET IN THE TOP OF A CONCRETE POST.
 HW0623
 HW0623                          STATION RECOVERY (1984)
 HW0623
 HW0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0623'RECOVERED IN GOOD CONDITION.
 HW0623
 HW0623                          STATION RECOVERY (1991)
 HW0623
 HW0623'RECOVERY NOTE BY US POWER SQUADRON 1991 (DKC)
 HW0623'RECOVERED IN GOOD CONDITION.
 HW0623
 HW0623                          STATION RECOVERY (1998)
 HW0623
 HW0623'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0623'MARK NOT FOUND.
 HW0623
 HW0623                          STATION RECOVERY (2002)
 HW0623
 HW0623'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HW0623' 
 HW0623' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6120 ***********************************************************************
 GV6120  DESIGNATION -  310 RM 3 AZ MK
 GV6120  PID         -  GV6120
 GV6120  STATE/COUNTY-  VA/JAMES CITY
 GV6120  USGS QUAD   -  NORGE (1984)
 GV6120
 GV6120                         *CURRENT SURVEY CONTROL
 GV6120  ___________________________________________________________________
 GV6120* NAD 83(1993)-  37 18 52.41821(N)    076 45 47.19124(W)     ADJUSTED  
 GV6120* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 GV6120  ___________________________________________________________________
 GV6120  X           -   1,162,952.558 (meters)                     COMP
 GV6120  Y           -  -4,943,952.717 (meters)                     COMP
 GV6120  Z           -   3,845,202.924 (meters)                     COMP
 GV6120  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GV6120  ELLIP HEIGHT-         -21.26  (meters)          (06/04/02) GPS OBS
 GV6120  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV6120
 GV6120  HORZ ORDER  -  SECOND
 GV6120  ELLP ORDER  -  FOURTH    CLASS II
 GV6120
 GV6120.The horizontal coordinates were established by GPS observations
 GV6120.and adjusted by the National Geodetic Survey in September 1995..
 GV6120
 GV6120.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6120
 GV6120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6120
 GV6120.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6120
 GV6120.The ellipsoidal height was determined by GPS observations
 GV6120.and is referenced to NAD 83.
 GV6120
 GV6120.The geoid height was determined by GEOID03.
 GV6120
 GV6120;                    North         East     Units Scale Factor Converg.
 GV6120;SPC VA S     - 1,110,307.549 3,653,947.367   MT  0.99994583   +1 03 15.0
 GV6120;SPC VA S     - 3,642,734.02 11,987,992.32   sFT  0.99994583   +1 03 15.0
 GV6120;UTM  18      - 4,131,225.951   343,767.520   MT  0.99990068   -1 04 08.4
 GV6120
 GV6120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6120!SPC VA S     -   1.00000334  x   0.99994583  =   0.99994917
 GV6120!UTM  18      -   1.00000334  x   0.99990068  =   0.99990402
 GV6120
 GV6120                          SUPERSEDED SURVEY CONTROL
 GV6120
 GV6120  ELLIP H (09/08/95)  -21.04   (m)                       GP(       ) 4 2
 GV6120  NAD 83(1993)-  37 18 52.41909(N)    076 45 47.19759(W) AD(       ) 2
 GV6120  ELLIP H (11/14/94)  -21.20   (m)                       GP(       ) 4 2
 GV6120  NAD 83(1986)-  37 18 52.42401(N)    076 45 47.21575(W) AD(       ) 2
 GV6120  NGVD 29 (02/21/92)   14.2    (m)           47.     (f) GPS OBS        
 GV6120
 GV6120.Superseded values are not recommended for survey control.
 GV6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6120.See file dsdata.txt to determine how the superseded data were derived.
 GV6120
 GV6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4376831226(NAD 83)
 GV6120_MARKER: DD = SURVEY DISK
 GV6120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6120_SP_SET: CONCRETE POST
 GV6120_STAMPING: STATION NO 310-REFERENCE MARK NO 3 AZ
 GV6120_MARK LOGO: VA-095
 GV6120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6120+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6120
 GV6120  HISTORY     - Date     Condition        Report By
 GV6120  HISTORY     - 1990     MONUMENTED       RSA
 GV6120  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6120  HISTORY     - 20021217 GOOD             USPSQD
 GV6120
 GV6120                          STATION DESCRIPTION
 GV6120
 GV6120'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6120'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6120'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6120'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6120'DIRECTION ALONG ROUTE 614 FOR 4.88 KM (3.03 MI) TO THE INTERSECTION
 GV6120'OF ROUTE 612 (LONG HILL ROAD). TURN SOUTHEAST ONTO ROUTE 612 AND
 GV6120'TRAVEL 2.34 KM (1.45 MI) .  THE STATION IS LOCATED NORTH OF ROUTE
 GV6120'612, AND EAST OF THE ENTRANCE TO LAFAYETTE HIGH SCHOOL, NEAR A
 GV6120'CONCRETE SIDEWALK AND A POWER POLE.  REFERENCE MARK NO. 3 AZ. IS A 2
 GV6120'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6120'GROUND SURFACE, STAMPED STATION NO. 310 - REFERENCE MARK NO. 3 AZ.
 GV6120'THE DISK IS LOCATED ON THE NORTH SIDE OF ROUTE 612 , EAST OF
 GV6120'LAFAYETTE HIGH SCHOOL ENTRANCE, 18.11 M (59.42 FT) NORTHEAST OF A
 GV6120'FIRE HYDRANT, 1.83 M (6.00 FT) NORTH OF THE NORTH EDGE OF A 4 FOOT
 GV6120'CONCRETE WALK, AND 6.86 M (22.51 FT) SOUTHWEST OF UTILITY POLE NUMBER
 GV6120'QB52.
 GV6120
 GV6120                          STATION RECOVERY (1997)
 GV6120
 GV6120'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6120'MARK NOT FOUND.
 GV6120
 GV6120                          STATION RECOVERY (2002)
 GV6120
 GV6120'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6121 ***********************************************************************
 GV6121  DESIGNATION -  311 RM 3 AZ MK
 GV6121  PID         -  GV6121
 GV6121  STATE/COUNTY-  VA/JAMES CITY
 GV6121  USGS QUAD   -  NORGE (1984)
 GV6121
 GV6121                         *CURRENT SURVEY CONTROL
 GV6121  ___________________________________________________________________
 GV6121* NAD 83(1993)-  37 18 21.28227(N)    076 46 50.14013(W)     ADJUSTED  
 GV6121* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 GV6121  ___________________________________________________________________
 GV6121  X           -   1,161,577.388 (meters)                     COMP
 GV6121  Y           -  -4,944,876.585 (meters)                     COMP
 GV6121  Z           -   3,844,441.652 (meters)                     COMP
 GV6121  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV6121  ELLIP HEIGHT-         -17.66  (meters)          (06/04/02) GPS OBS
 GV6121  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV6121
 GV6121  HORZ ORDER  -  SECOND
 GV6121  ELLP ORDER  -  FOURTH    CLASS II
 GV6121
 GV6121.The horizontal coordinates were established by GPS observations
 GV6121.and adjusted by the National Geodetic Survey in September 1995..
 GV6121
 GV6121.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6121
 GV6121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6121
 GV6121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6121
 GV6121.The ellipsoidal height was determined by GPS observations
 GV6121.and is referenced to NAD 83.
 GV6121
 GV6121.The geoid height was determined by GEOID03.
 GV6121
 GV6121;                    North         East     Units Scale Factor Converg.
 GV6121;SPC VA S     - 1,109,319.507 3,652,415.186   MT  0.99994598   +1 02 36.8
 GV6121;SPC VA S     - 3,639,492.42 11,982,965.49   sFT  0.99994598   +1 02 36.8
 GV6121;UTM  18      - 4,130,295.388   342,199.855   MT  0.99990674   -1 04 45.8
 GV6121
 GV6121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6121!SPC VA S     -   1.00000277  x   0.99994598  =   0.99994875
 GV6121!UTM  18      -   1.00000277  x   0.99990674  =   0.99990951
 GV6121
 GV6121                          SUPERSEDED SURVEY CONTROL
 GV6121
 GV6121  ELLIP H (09/08/95)  -17.44   (m)                       GP(       ) 4 2
 GV6121  NAD 83(1993)-  37 18 21.28314(N)    076 46 50.14653(W) AD(       ) 2
 GV6121  ELLIP H (11/14/94)  -17.60   (m)                       GP(       ) 4 2
 GV6121  NAD 83(1986)-  37 18 21.28832(N)    076 46 50.16494(W) AD(       ) 2
 GV6121  NGVD 29 (02/21/92)   17.8    (m)           58.     (f) GPS OBS        
 GV6121
 GV6121.Superseded values are not recommended for survey control.
 GV6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6121.See file dsdata.txt to determine how the superseded data were derived.
 GV6121
 GV6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4220030295(NAD 83)
 GV6121_MARKER: DD = SURVEY DISK
 GV6121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6121_SP_SET: CONCRETE POST
 GV6121_STAMPING: STATION NO 311-REFERENCE MARK NO 3 AZ
 GV6121_MARK LOGO: VA-095
 GV6121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6121+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6121
 GV6121  HISTORY     - Date     Condition        Report By
 GV6121  HISTORY     - 1990     MONUMENTED       RSA
 GV6121  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6121
 GV6121                          STATION DESCRIPTION
 GV6121
 GV6121'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6121'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6121'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND  U.S.60
 GV6121'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A SOUTHWESTERLY
 GV6121'DIRECTION ALONG ROUTE 614 FOR 4.88 KM (3.03 MI) TO THE INTERSECTION
 GV6121'OF ROUTE 612 (LONG HILL ROAD). TURN SOUTHEAST ONTO ROUTE 612 AND
 GV6121'TRAVEL 1.2 KM (0.7 MI) TO THE INTERSECTION OF FORDS COLONY DRIVE.
 GV6121'TURN SOUTH ONTO FORDS COLONY DRIVE AND TRAVEL APPROXIMATELY 1.17 KM
 GV6121'(0.73 MI) .  THE STATION IS LOCATED SOUTHEAST OF FORDS COLONY DRIVE,
 GV6121'SOUTHEAST OF A FIRE HYDRANT, AND NEAR A LIGHT POLE.  REFERENCE MARK
 GV6121'NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M
 GV6121'(0.26 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 311 -
 GV6121'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED APPROXIMATELY  0.81 KM
 GV6121'(0.50 MI) SOUTHWEST OF THE INTERSECTION OF JOHN POTT DRIVE AND FORDS
 GV6121'COLONY DRIVE, 2.56 M (8.40 FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT
 GV6121'OF FORDS COLONY DRIVE, 50.17 M (164.60 FT) SOUTHEAST OF A FIRE
 GV6121'HYDRANT, AND 16.00 M (52.49 FT) SOUTHEAST OF LIGHT POLE NUMBER 085.
 GV6121
 GV6121                          STATION RECOVERY (1997)
 GV6121
 GV6121'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2609 ***********************************************************************
 GV2609  DESIGNATION -  311.5 USGS
 GV2609  PID         -  GV2609
 GV2609  STATE/COUNTY-  VA/HANOVER
 GV2609  USGS QUAD   -  DABNEYS (1980)
 GV2609
 GV2609                         *CURRENT SURVEY CONTROL
 GV2609  ___________________________________________________________________
 GV2609* NAD 83(1986)-  37 48 11.     (N)    077 45 49.     (W)     SCALED    
 GV2609* NAVD 88     -        94.532  (meters)     310.14   (feet)  ADJUSTED  
 GV2609  ___________________________________________________________________
 GV2609  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GV2609  DYNAMIC HT  -          94.470 (meters)     309.94  (feet)  COMP
 GV2609  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 GV2609
 GV2609  VERT ORDER  -  SECOND    CLASS 0
 GV2609
 GV2609.The horizontal coordinates were scaled from a topographic map and have
 GV2609.an estimated accuracy of +/- 6 seconds.
 GV2609
 GV2609.The orthometric height was determined by differential leveling
 GV2609.and adjusted by the National Geodetic Survey in June 1991..
 GV2609
 GV2609.The geoid height was determined by GEOID03.
 GV2609
 GV2609.The dynamic height is computed by dividing the NAVD 88
 GV2609.geopotential number by the normal gravity value computed on the
 GV2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2609.degrees latitude (g = 980.6199 gals.).
 GV2609
 GV2609.The modeled gravity was interpolated from observed gravity values.
 GV2609
 GV2609;                    North         East    Units  Estimated Accuracy
 GV2609;SPC VA S     - 1,163,360.    3,564,850.      MT  (+/- 180 meters Scaled)
 GV2609
 GV2609                          SUPERSEDED SURVEY CONTROL
 GV2609
 GV2609  NGVD 29 (??/??/??)   94.811  (m)          311.06   (f) ADJUSTED    2 0
 GV2609
 GV2609.Superseded values are not recommended for survey control.
 GV2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2609.See file dsdata.txt to determine how the superseded data were derived.
 GV2609
 GV2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG566875(NAD 83)
 GV2609_MARKER: N = NAIL
 GV2609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2609_SP_SET: TREE
 GV2609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2609
 GV2609  HISTORY     - Date     Condition        Report By
 GV2609  HISTORY     - UNK      MONUMENTED       USGS
 GV2609  HISTORY     - 1935     GOOD             CGS
 GV2609  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV2609  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV2609
 GV2609                          STATION DESCRIPTION
 GV2609
 GV2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2609'AT HOPEFUL CHURCH.
 GV2609'AT HOPEFUL CHURCH, HANOVER COUNTY, ON SECONDARY STATE HIGHWAY
 GV2609'610, 27 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, ON THE
 GV2609'EAST SIDE OF THE JUNCTION OF A ROAD LEADING NORTH, AND IN THE WEST
 GV2609'ROOT OF A 36-INCH WHITE OAK TREE.  A UNITED STATES GEOLOGICAL
 GV2609'SURVEY STANDARD COPPER NAIL AND WASHER.
 GV2609
 GV2609                          STATION RECOVERY (1997)
 GV2609
 GV2609'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV2609'MARK NOT FOUND.
 GV2609
 GV2609                          STATION RECOVERY (2002)
 GV2609
 GV2609'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV2609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0437 ***********************************************************************
 FY0437  DESIGNATION -  311.896
 FY0437  PID         -  FY0437
 FY0437  STATE/COUNTY-  VA/MECKLENBURG
 FY0437  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY0437
 FY0437                         *CURRENT SURVEY CONTROL
 FY0437  ___________________________________________________________________
 FY0437* NAD 83(1986)-  36 33 56.     (N)    078 31 07.     (W)     SCALED    
 FY0437* NAVD 88     -        94.799  (meters)     311.02   (feet)  POSTED    
 FY0437  ___________________________________________________________________
 FY0437  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FY0437  DYNAMIC HT  -          94.730 (meters)     310.79  (feet)  COMP
 FY0437  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 FY0437
 FY0437  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FY0437
 FY0437.The horizontal coordinates were scaled from a topographic map and have
 FY0437.an estimated accuracy of +/- 6 seconds.
 FY0437
 FY0437.The orthometric height was determined by differential leveling
 FY0437.and adjusted by the National Geodetic Survey in 1992..
 FY0437.No vertical observational check was made to the station.
 FY0437.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FY0437.was located on a no-check spur therefore a value was not computed.
 FY0437
 FY0437.The geoid height was determined by GEOID03.
 FY0437
 FY0437.The dynamic height is computed by dividing the NAVD 88
 FY0437.geopotential number by the normal gravity value computed on the
 FY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0437.degrees latitude (g = 980.6199 gals.).
 FY0437
 FY0437.The modeled gravity was interpolated from observed gravity values.
 FY0437
 FY0437;                    North         East    Units  Estimated Accuracy
 FY0437;SPC VA S     - 1,025,770.    3,498,330.      MT  (+/- 180 meters Scaled)
 FY0437
 FY0437                          SUPERSEDED SURVEY CONTROL
 FY0437
 FY0437  NGVD 29 (??/??/92)   95.089  (m)          311.97   (f) ADJ UNCH    1 2
 FY0437
 FY0437.Superseded values are not recommended for survey control.
 FY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0437.See file dsdata.txt to determine how the superseded data were derived.
 FY0437
 FY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA220495(NAD 83)
 FY0437_MARKER: P = PIPE CAP
 FY0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0437_STAMPING: 311.896 1905
 FY0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0437
 FY0437  HISTORY     - Date     Condition        Report By
 FY0437  HISTORY     - 1905     MONUMENTED       USGS
 FY0437  HISTORY     - 1935     GOOD             NGS
 FY0437  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY0437
 FY0437                          STATION DESCRIPTION
 FY0437
 FY0437'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 FY0437'AT SOUDAN.
 FY0437'AT SOUDAN, MECKLENBURG COUNTY, ON THE SOUTHERN RAILWAY, ABOUT
 FY0437'125 FEET WEST OF THE SOUTHWEST SWITCH OF THE SIDING, AND NEAR
 FY0437'THE SOUTHEAST CORNER OF THE YARD AT THE HOME OF J.G. TAYLOR.
 FY0437'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 311.896
 FY0437'1905 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 FY0437'ABOUT 6 INCHES ABOVE GROUND.
 FY0437
 FY0437                          STATION RECOVERY (1935)
 FY0437
 FY0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0437'RECOVERED IN GOOD CONDITION.
 FY0437
 FY0437                          STATION RECOVERY (2005)
 FY0437
 FY0437'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0437'PROPERTY OWNED BY US CORPS OF ENGINEERS, WHICH HAS REMOVED ALL
 FY0437'STRUCTURES IN THE AREA. UNABLE TO LOCATE FORMER TAYLOR HOMESITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0597 ***********************************************************************
 GW0597  DESIGNATION -  312 RM
 GW0597  PID         -  GW0597
 GW0597  STATE/COUNTY-  VA/NELSON
 GW0597  USGS QUAD   -  ESMONT (1987)
 GW0597
 GW0597                         *CURRENT SURVEY CONTROL
 GW0597  ___________________________________________________________________
 GW0597* NAD 83(1986)-  37 45 26.     (N)    078 36 55.     (W)     SCALED    
 GW0597* NAVD 88     -        94.895  (meters)     311.33   (feet)  ADJUSTED  
 GW0597  ___________________________________________________________________
 GW0597  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0597  DYNAMIC HT  -          94.829 (meters)     311.12  (feet)  COMP
 GW0597  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 GW0597
 GW0597  VERT ORDER  -  FIRST     CLASS II
 GW0597
 GW0597.The horizontal coordinates were scaled from a topographic map and have
 GW0597.an estimated accuracy of +/- 6 seconds.
 GW0597
 GW0597.The orthometric height was determined by differential leveling
 GW0597.and adjusted by the National Geodetic Survey in June 1991..
 GW0597
 GW0597.The geoid height was determined by GEOID03.
 GW0597
 GW0597.The dynamic height is computed by dividing the NAVD 88
 GW0597.geopotential number by the normal gravity value computed on the
 GW0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0597.degrees latitude (g = 980.6199 gals.).
 GW0597
 GW0597.The modeled gravity was interpolated from observed gravity values.
 GW0597
 GW0597;                    North         East    Units  Estimated Accuracy
 GW0597;SPC VA S     - 1,158,030.    3,489,840.      MT  (+/- 180 meters Scaled)
 GW0597
 GW0597                          SUPERSEDED SURVEY CONTROL
 GW0597
 GW0597  NGVD 29 (??/??/92)   95.165  (m)          312.22   (f) ADJ UNCH    1 2
 GW0597
 GW0597.Superseded values are not recommended for survey control.
 GW0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0597.See file dsdata.txt to determine how the superseded data were derived.
 GW0597
 GW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB100815(NAD 83)
 GW0597_MARKER: DD = SURVEY DISK
 GW0597_SETTING: 80 = SET IN A BOULDER
 GW0597_SP_SET: BOULDER
 GW0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0597+STABILITY: SURFACE MOTION
 GW0597
 GW0597  HISTORY     - Date     Condition        Report By
 GW0597  HISTORY     - UNK      MONUMENTED       USGS
 GW0597  HISTORY     - 1934     GOOD             NGS
 GW0597
 GW0597                          STATION DESCRIPTION
 GW0597
 GW0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0597'3.3 MI W FROM WARREN.
 GW0597'3.3 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0597'WARREN, NELSON COUNTY, 0.7 MILE WEST OF MILEPOST 88, 359 FEET
 GW0597'WEST OF AN OLD STONE CULVERT, 97 FEET NORTH OF THE CENTERLINE
 GW0597'OF THE TRACK, 15 FEET EAST OF BENCH MARK C 34 (USGS) DESCRIBED
 GW0597'ABOVE, 5.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ON THE TOP
 GW0597'OF A BOULDER.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6122 ***********************************************************************
 GV6122  DESIGNATION -  312 RM 3 AZ MK
 GV6122  PID         -  GV6122
 GV6122  STATE/COUNTY-  VA/JAMES CITY
 GV6122  USGS QUAD   -  NORGE (1984)
 GV6122
 GV6122                         *CURRENT SURVEY CONTROL
 GV6122  ___________________________________________________________________
 GV6122* NAD 83(1993)-  37 17 57.75504(N)    076 45 12.96417(W)     ADJUSTED  
 GV6122* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 GV6122  ___________________________________________________________________
 GV6122  X           -   1,164,009.024 (meters)                     COMP
 GV6122  Y           -  -4,944,762.615 (meters)                     COMP
 GV6122  Z           -   3,843,869.372 (meters)                     COMP
 GV6122  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 GV6122  ELLIP HEIGHT-          -9.96  (meters)          (06/04/02) GPS OBS
 GV6122  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 GV6122
 GV6122  HORZ ORDER  -  SECOND
 GV6122  ELLP ORDER  -  FOURTH    CLASS II
 GV6122
 GV6122.The horizontal coordinates were established by GPS observations
 GV6122.and adjusted by the National Geodetic Survey in September 1995..
 GV6122
 GV6122.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6122
 GV6122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6122
 GV6122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6122
 GV6122.The ellipsoidal height was determined by GPS observations
 GV6122.and is referenced to NAD 83.
 GV6122
 GV6122.The geoid height was determined by GEOID03.
 GV6122
 GV6122;                    North         East     Units Scale Factor Converg.
 GV6122;SPC VA S     - 1,108,638.279 3,654,821.130   MT  0.99994610   +1 03 35.8
 GV6122;SPC VA S     - 3,637,257.42 11,990,858.99   sFT  0.99994610   +1 03 35.8
 GV6122;UTM  18      - 4,129,525.539   344,578.809   MT  0.99989756   -1 03 46.3
 GV6122
 GV6122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6122!SPC VA S     -   1.00000156  x   0.99994610  =   0.99994766
 GV6122!UTM  18      -   1.00000156  x   0.99989756  =   0.99989912
 GV6122
 GV6122|---------------------------------------------------------------------|
 GV6122| PID    Reference Object                     Distance      Geod. Az  |
 GV6122|                                                           dddmmss.s |
 GV6122| GV6073 0312                                330.068 METERS 20651     |
 GV6122|---------------------------------------------------------------------|
 GV6122
 GV6122                          SUPERSEDED SURVEY CONTROL
 GV6122
 GV6122  ELLIP H (09/08/95)   -9.74   (m)                       GP(       ) 4 2
 GV6122  NAD 83(1993)-  37 17 57.75592(N)    076 45 12.97058(W) AD(       ) 2
 GV6122  ELLIP H (11/14/94)   -9.90   (m)                       GP(       ) 4 2
 GV6122  NAD 83(1986)-  37 17 57.76089(N)    076 45 12.98875(W) AD(       ) 2
 GV6122  NGVD 29 (02/21/92)   25.6    (m)           84.     (f) GPS OBS        
 GV6122
 GV6122.Superseded values are not recommended for survey control.
 GV6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6122.See file dsdata.txt to determine how the superseded data were derived.
 GV6122
 GV6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4457929526(NAD 83)
 GV6122_MARKER: DD = SURVEY DISK
 GV6122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6122_SP_SET: CONCRETE POST
 GV6122_STAMPING: STATION NO 312-REFERENCE MARK NO 3 AZ
 GV6122_MARK LOGO: VA-095
 GV6122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6122+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6122
 GV6122  HISTORY     - Date     Condition        Report By
 GV6122  HISTORY     - 1990     MONUMENTED       RSA
 GV6122  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6122
 GV6122                          STATION DESCRIPTION
 GV6122
 GV6122'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6122'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6122'STATION FROM THE JUNCTION OF ROUTE 658 (OLD TOWNE ROAD) AND ROUTE 612
 GV6122'(LONG HILL ROAD) NEAR THE CITY OF WILLIAMSBURG, PROCEED IN A
 GV6122'SOUTHERLY DIRECTION ALONG ROUTE 612 FOR APPROXIMATELY 366 M
 GV6122'(1200.8 FT) .  TURN SOUTHWEST ONTO ROUTE 1510 (COUNTRY CLUB DRIVE),
 GV6122'THEN IMMEDIATELY TURN SOUTH ONTO WILLIAMSBURG WEST DRIVE AND TRAVEL
 GV6122'APPROXIMATELY 0.26 KM (0.16 MI) .  THE STATION IS LOCATED NORTHWEST
 GV6122'OF WILLIAMSBURG WEST DRIVE, NEAR A WOODEN FENCE, AND SOUTHWEST OF A
 GV6122'TELEPHONE PEDESTAL.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6122'CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE,
 GV6122'STAMPED STATION NO. 312 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6122'LOCATED 14.27 M (46.82 FT) NORTHWEST OF THE CENTERLINE OF THE
 GV6122'PAVEMENT OF WILLIAMSBURG WEST DRIVE, 19.75 M (64.80 FT) SOUTH OF THE
 GV6122'NORTHEAST CORNER OF A 72 INCH WOODEN FENCE, APPROXIMATELY 44.80 M
 GV6122'(146.98 FT) NORTHWEST OF A FIRE HYDRANT, AND 35.54 M (116.60 FT)
 GV6122'SOUTHWEST OF A TELEPHONE PEDESTAL.
 GV6122
 GV6122                          STATION RECOVERY (1997)
 GV6122
 GV6122'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0740 ***********************************************************************
 HW0740  DESIGNATION -  313
 HW0740  PID         -  HW0740
 HW0740  STATE/COUNTY-  VA/ROCKINGHAM
 HW0740  USGS QUAD   -  ELKTON WEST (1987)
 HW0740
 HW0740                         *CURRENT SURVEY CONTROL
 HW0740  ___________________________________________________________________
 HW0740* NAD 83(1986)-  38 23 09.     (N)    078 37 52.     (W)     SCALED    
 HW0740* NAVD 88     -       294.071  (meters)     964.80   (feet)  ADJUSTED  
 HW0740  ___________________________________________________________________
 HW0740  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW0740  DYNAMIC HT  -         293.862 (meters)     964.11  (feet)  COMP
 HW0740  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 HW0740
 HW0740  VERT ORDER  -  SECOND    CLASS 0
 HW0740
 HW0740.The horizontal coordinates were scaled from a topographic map and have
 HW0740.an estimated accuracy of +/- 6 seconds.
 HW0740
 HW0740.The orthometric height was determined by differential leveling
 HW0740.and adjusted by the National Geodetic Survey in June 1991..
 HW0740
 HW0740.The geoid height was determined by GEOID03.
 HW0740
 HW0740.The dynamic height is computed by dividing the NAVD 88
 HW0740.geopotential number by the normal gravity value computed on the
 HW0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0740.degrees latitude (g = 980.6199 gals.).
 HW0740
 HW0740.The modeled gravity was interpolated from observed gravity values.
 HW0740
 HW0740;                    North         East    Units  Estimated Accuracy
 HW0740;SPC VA N     - 2,079,830.    3,488,550.      MT  (+/- 180 meters Scaled)
 HW0740
 HW0740                          SUPERSEDED SURVEY CONTROL
 HW0740
 HW0740  NGVD 29 (??/??/92)  294.246  (m)          965.37   (f) ADJ UNCH    2 0
 HW0740
 HW0740.Superseded values are not recommended for survey control.
 HW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0740.See file dsdata.txt to determine how the superseded data were derived.
 HW0740
 HW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC069512(NAD 83)
 HW0740_MARKER: DD = SURVEY DISK
 HW0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0740_SP_SET: BRIDGE
 HW0740_STAMPING: 313
 HW0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0740
 HW0740  HISTORY     - Date     Condition        Report By
 HW0740  HISTORY     - UNK      MONUMENTED       DOD
 HW0740  HISTORY     - 1965     GOOD             NGS
 HW0740  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 HW0740
 HW0740                          STATION DESCRIPTION
 HW0740
 HW0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0740'1.5 MI SW FROM ELKTON.
 HW0740'1.5 MILES SOUTHWEST ALONG THE N AND W RY. FROM THE STATION TO
 HW0740'THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE,
 HW0740'3.5 FEET NORTH OF THE NORTH RAIL AND IS ABOUT LEVEL WITH THE
 HW0740'TRACK.
 HW0740
 HW0740                          STATION RECOVERY (1998)
 HW0740
 HW0740'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6123 ***********************************************************************
 GV6123  DESIGNATION -  313 RM 3 AZ MK
 GV6123  PID         -  GV6123
 GV6123  STATE/COUNTY-  VA/JAMES CITY
 GV6123  USGS QUAD   -  NORGE (1984)
 GV6123
 GV6123                         *CURRENT SURVEY CONTROL
 GV6123  ___________________________________________________________________
 GV6123* NAD 83(1993)-  37 17 24.57560(N)    076 47 57.62213(W)     ADJUSTED  
 GV6123* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 GV6123  ___________________________________________________________________
 GV6123  X           -   1,160,203.455 (meters)                     COMP
 GV6123  Y           -  -4,946,296.183 (meters)                     COMP
 GV6123  Z           -   3,843,057.626 (meters)                     COMP
 GV6123  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV6123  ELLIP HEIGHT-          -6.69  (meters)          (06/04/02) GPS OBS
 GV6123  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV6123
 GV6123  HORZ ORDER  -  SECOND
 GV6123  ELLP ORDER  -  FOURTH    CLASS II
 GV6123
 GV6123.The horizontal coordinates were established by GPS observations
 GV6123.and adjusted by the National Geodetic Survey in September 1995..
 GV6123
 GV6123.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6123
 GV6123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6123
 GV6123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6123
 GV6123.The ellipsoidal height was determined by GPS observations
 GV6123.and is referenced to NAD 83.
 GV6123
 GV6123.The geoid height was determined by GEOID03.
 GV6123
 GV6123;                    North         East     Units Scale Factor Converg.
 GV6123;SPC VA S     - 1,107,541.594 3,650,785.222   MT  0.99994631   +1 01 55.8
 GV6123;SPC VA S     - 3,633,659.38 11,977,617.85   sFT  0.99994631   +1 01 55.8
 GV6123;UTM  18      - 4,128,579.131   340,505.217   MT  0.99991337   -1 05 25.3
 GV6123
 GV6123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6123!SPC VA S     -   1.00000105  x   0.99994631  =   0.99994736
 GV6123!UTM  18      -   1.00000105  x   0.99991337  =   0.99991442
 GV6123
 GV6123|---------------------------------------------------------------------|
 GV6123| PID    Reference Object                     Distance      Geod. Az  |
 GV6123|                                                           dddmmss.s |
 GV6123| GV6074 0313                                342.478 METERS 00436     |
 GV6123|---------------------------------------------------------------------|
 GV6123
 GV6123                          SUPERSEDED SURVEY CONTROL
 GV6123
 GV6123  ELLIP H (09/08/95)   -6.48   (m)                       GP(       ) 4 2
 GV6123  NAD 83(1993)-  37 17 24.57651(N)    076 47 57.62856(W) AD(       ) 2
 GV6123  ELLIP H (11/14/94)   -6.64   (m)                       GP(       ) 4 2
 GV6123  NAD 83(1986)-  37 17 24.58166(N)    076 47 57.64718(W) AD(       ) 2
 GV6123  NGVD 29 (02/21/92)   28.8    (m)           94.     (f) GPS OBS        
 GV6123
 GV6123.Superseded values are not recommended for survey control.
 GV6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6123.See file dsdata.txt to determine how the superseded data were derived.
 GV6123
 GV6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4050528579(NAD 83)
 GV6123_MARKER: DD = SURVEY DISK
 GV6123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6123_SP_SET: CONCRETE POST
 GV6123_STAMPING: STATION NO 313-REFERENCE MARK NO 3 AZ
 GV6123_MARK LOGO: VA-095
 GV6123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6123+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6123
 GV6123  HISTORY     - Date     Condition        Report By
 GV6123  HISTORY     - 1990     MONUMENTED       RSA
 GV6123  HISTORY     - 19980126 MARK NOT FOUND   USPSQD
 GV6123  HISTORY     - 20021217 POOR             USPSQD
 GV6123
 GV6123                          STATION DESCRIPTION
 GV6123
 GV6123'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6123'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6123'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6123'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6123'ALONG ROUTE 614 FOR 4.25 KM (2.64 MI) .  THE STATION IS LOCATED WEST
 GV6123'OF ROUTE 614 NEAR A UTILITY POLE, JUST NORTHWEST OF THE INTERSECTION
 GV6123'OF ROUTE 614 AND LITTLE DEER RUN.  REFERENCE MARK NO. 3 AZ. IS A 2
 GV6123'INCH DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE
 GV6123'GROUND SURFACE, STAMPED STATION NO. 313 - REFERENCE MARK NO. 3 AZ.
 GV6123'THE DISK IS LOCATED 4.99 M (16.37 FT) NORTHWEST OF THE CENTERLINE OF
 GV6123'THE PAVEMENT OF ROUTE 614, 46.76 M (153.41 FT) NORTH OF UTILITY POLE
 GV6123'NUMBER TN37, AND 38.80 M (127.30 FT) NORTHWEST OF UTILTY POLE NUMBER
 GV6123'TN66.
 GV6123
 GV6123                          STATION RECOVERY (1998)
 GV6123
 GV6123'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6123'MARK NOT FOUND.
 GV6123
 GV6123                          STATION RECOVERY (2002)
 GV6123
 GV6123'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6123'MARK HAS BEEN HIT AND DISTRUBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6124 ***********************************************************************
 GV6124  DESIGNATION -  314 RM 3 AZ MK
 GV6124  PID         -  GV6124
 GV6124  STATE/COUNTY-  VA/JAMES CITY
 GV6124  USGS QUAD   -  NORGE (1984)
 GV6124
 GV6124                         *CURRENT SURVEY CONTROL
 GV6124  ___________________________________________________________________
 GV6124* NAD 83(1993)-  37 16 41.95119(N)    076 48 21.30123(W)     ADJUSTED  
 GV6124* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 GV6124  ___________________________________________________________________
 GV6124  X           -   1,159,816.266 (meters)                     COMP
 GV6124  Y           -  -4,947,199.908 (meters)                     COMP
 GV6124  Z           -   3,842,008.651 (meters)                     COMP
 GV6124  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV6124  ELLIP HEIGHT-         -12.41  (meters)          (06/04/02) GPS OBS
 GV6124  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV6124
 GV6124  HORZ ORDER  -  SECOND
 GV6124  ELLP ORDER  -  FOURTH    CLASS II
 GV6124
 GV6124.The horizontal coordinates were established by GPS observations
 GV6124.and adjusted by the National Geodetic Survey in September 1995..
 GV6124
 GV6124.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6124
 GV6124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6124
 GV6124.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6124
 GV6124.The ellipsoidal height was determined by GPS observations
 GV6124.and is referenced to NAD 83.
 GV6124
 GV6124.The geoid height was determined by GEOID03.
 GV6124
 GV6124;                    North         East     Units Scale Factor Converg.
 GV6124;SPC VA S     - 1,106,217.339 3,650,225.682   MT  0.99994661   +1 01 41.5
 GV6124;SPC VA S     - 3,629,314.72 11,975,782.09   sFT  0.99994661   +1 01 41.5
 GV6124;UTM  18      - 4,127,276.549   339,897.037   MT  0.99991576   -1 05 38.6
 GV6124
 GV6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6124!SPC VA S     -   1.00000195  x   0.99994661  =   0.99994856
 GV6124!UTM  18      -   1.00000195  x   0.99991576  =   0.99991771
 GV6124
 GV6124|---------------------------------------------------------------------|
 GV6124| PID    Reference Object                     Distance      Geod. Az  |
 GV6124|                                                           dddmmss.s |
 GV6124| GV6075 0314                                373.619 METERS 01624     |
 GV6124|---------------------------------------------------------------------|
 GV6124
 GV6124                          SUPERSEDED SURVEY CONTROL
 GV6124
 GV6124  ELLIP H (09/08/95)  -12.20   (m)                       GP(       ) 4 2
 GV6124  NAD 83(1993)-  37 16 41.95214(N)    076 48 21.30764(W) AD(       ) 2
 GV6124  ELLIP H (11/14/94)  -12.35   (m)                       GP(       ) 4 2
 GV6124  NAD 83(1986)-  37 16 41.95731(N)    076 48 21.32634(W) AD(       ) 2
 GV6124  NGVD 29 (02/21/92)   23.1    (m)           76.     (f) GPS OBS        
 GV6124
 GV6124.Superseded values are not recommended for survey control.
 GV6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6124.See file dsdata.txt to determine how the superseded data were derived.
 GV6124
 GV6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3989727277(NAD 83)
 GV6124_MARKER: DD = SURVEY DISK
 GV6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6124_SP_SET: CONCRETE POST
 GV6124_STAMPING: STATION NO 314-REFERENCE MARK NO 3 AZ
 GV6124_MARK LOGO: VA-095
 GV6124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6124+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6124
 GV6124  HISTORY     - Date     Condition        Report By
 GV6124  HISTORY     - 1990     MONUMENTED       RSA
 GV6124  HISTORY     - 19980126 GOOD             USPSQD
 GV6124  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6124
 GV6124                          STATION DESCRIPTION
 GV6124
 GV6124'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6124'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6124'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6124'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6124'ALONG ROUTE 614 APPROXIMATELY 2.85 KM (1.77 MI) .  THE STATION IS
 GV6124'LOCATED SOUTHEAST OF ROUTE 614, AND SOUTHWEST ROUTE 613 (NEWS ROAD),
 GV6124'NEAR A TELEPHONE PEDESTAL.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK
 GV6124'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6124'SURFACE, STAMPED STATION NO. 314 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6124'IS LOCATED 6.46 M (21.19 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GV6124'PAVEMENT OF ROUTE 614, AND 11.61 M (38.09 FT) NORTHEAST OF A
 GV6124'TELEPHONE PEDESTAL.
 GV6124
 GV6124                          STATION RECOVERY (1998)
 GV6124
 GV6124'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6124'RECOVERED IN GOOD CONDITION.
 GV6124
 GV6124                          STATION RECOVERY (2002)
 GV6124
 GV6124'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0752 ***********************************************************************
 HW0752  DESIGNATION -  314=900.97
 HW0752  PID         -  HW0752
 HW0752  STATE/COUNTY-  VA/PAGE
 HW0752  USGS QUAD   -  ELKTON WEST (1987)
 HW0752
 HW0752                         *CURRENT SURVEY CONTROL
 HW0752  ___________________________________________________________________
 HW0752* NAD 83(1986)-  38 28 56.     (N)    078 37 35.     (W)     SCALED    
 HW0752* NAVD 88     -       274.503  (meters)     900.60   (feet)  ADJUSTED  
 HW0752  ___________________________________________________________________
 HW0752  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0752  DYNAMIC HT  -         274.311 (meters)     899.97  (feet)  COMP
 HW0752  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HW0752
 HW0752  VERT ORDER  -  SECOND    CLASS 0
 HW0752
 HW0752.The horizontal coordinates were scaled from a topographic map and have
 HW0752.an estimated accuracy of +/- 6 seconds.
 HW0752
 HW0752.The orthometric height was determined by differential leveling
 HW0752.and adjusted by the National Geodetic Survey in June 1991..
 HW0752
 HW0752.The geoid height was determined by GEOID03.
 HW0752
 HW0752.The dynamic height is computed by dividing the NAVD 88
 HW0752.geopotential number by the normal gravity value computed on the
 HW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0752.degrees latitude (g = 980.6199 gals.).
 HW0752
 HW0752.The modeled gravity was interpolated from observed gravity values.
 HW0752
 HW0752;                    North         East    Units  Estimated Accuracy
 HW0752;SPC VA N     - 2,090,530.    3,488,970.      MT  (+/- 180 meters Scaled)
 HW0752
 HW0752                          SUPERSEDED SURVEY CONTROL
 HW0752
 HW0752  NGVD 29 (??/??/92)  274.679  (m)          901.18   (f) ADJ UNCH    2 0
 HW0752
 HW0752.Superseded values are not recommended for survey control.
 HW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0752.See file dsdata.txt to determine how the superseded data were derived.
 HW0752
 HW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC070619(NAD 83)
 HW0752_MARKER: DD = SURVEY DISK
 HW0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0752_SP_SET: BUILDING
 HW0752_STAMPING: 900.27
 HW0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0752
 HW0752  HISTORY     - Date     Condition        Report By
 HW0752  HISTORY     - UNK      MONUMENTED       DOD
 HW0752  HISTORY     - 1935     GOOD             NGS
 HW0752  HISTORY     - 1942     GOOD             NGS
 HW0752
 HW0752                          STATION DESCRIPTION
 HW0752
 HW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0752'AT SHENANDOAH.
 HW0752'AT SHENANDOAH, PAGE COUNTY, AT A POWERHOUSE, AND IN THE TOP OF
 HW0752'THE NORTH CORNER OF THE CONCRETE PLATFORM.  A CORPS OF ENGINEERS,
 HW0752'U.S. ARMY, STANDARD DISK, STAMPED STA. 314 900.97.
 HW0752
 HW0752                          STATION RECOVERY (1942)
 HW0752
 HW0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6125 ***********************************************************************
 GV6125  DESIGNATION -  315 RM 3 AZ MK
 GV6125  PID         -  GV6125
 GV6125  STATE/COUNTY-  VA/JAMES CITY
 GV6125  USGS QUAD   -  NORGE (1984)
 GV6125
 GV6125                         *CURRENT SURVEY CONTROL
 GV6125  ___________________________________________________________________
 GV6125* NAD 83(1993)-  37 15 29.55975(N)    076 48 06.77725(W)     ADJUSTED  
 GV6125* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 GV6125  ___________________________________________________________________
 GV6125  X           -   1,160,472.095 (meters)                     COMP
 GV6125  Y           -  -4,948,429.364 (meters)                     COMP
 GV6125  Z           -   3,840,229.052 (meters)                     COMP
 GV6125  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV6125  ELLIP HEIGHT-         -18.32  (meters)          (06/04/02) GPS OBS
 GV6125  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV6125
 GV6125  HORZ ORDER  -  SECOND
 GV6125  ELLP ORDER  -  FOURTH    CLASS II
 GV6125
 GV6125.The horizontal coordinates were established by GPS observations
 GV6125.and adjusted by the National Geodetic Survey in September 1995..
 GV6125
 GV6125.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6125
 GV6125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6125
 GV6125.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6125
 GV6125.The ellipsoidal height was determined by GPS observations
 GV6125.and is referenced to NAD 83.
 GV6125
 GV6125.The geoid height was determined by GEOID03.
 GV6125
 GV6125;                    North         East     Units Scale Factor Converg.
 GV6125;SPC VA S     - 1,103,992.525 3,650,623.544   MT  0.99994721   +1 01 50.3
 GV6125;SPC VA S     - 3,622,015.48 11,977,087.41   sFT  0.99994721   +1 01 50.3
 GV6125;UTM  18      - 4,125,038.600   340,212.237   MT  0.99991452   -1 05 28.0
 GV6125
 GV6125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6125!SPC VA S     -   1.00000287  x   0.99994721  =   0.99995008
 GV6125!UTM  18      -   1.00000287  x   0.99991452  =   0.99991739
 GV6125
 GV6125|---------------------------------------------------------------------|
 GV6125| PID    Reference Object                     Distance      Geod. Az  |
 GV6125|                                                           dddmmss.s |
 GV6125| GV6076 0315                                367.491 METERS 33459     |
 GV6125|---------------------------------------------------------------------|
 GV6125
 GV6125                          SUPERSEDED SURVEY CONTROL
 GV6125
 GV6125  ELLIP H (09/08/95)  -18.11   (m)                       GP(       ) 4 2
 GV6125  NAD 83(1993)-  37 15 29.56072(N)    076 48 06.78367(W) AD(       ) 2
 GV6125  ELLIP H (11/14/94)  -18.26   (m)                       GP(       ) 4 2
 GV6125  NAD 83(1986)-  37 15 29.56599(N)    076 48 06.80244(W) AD(       ) 2
 GV6125  NGVD 29 (02/21/92)   17.2    (m)           56.     (f) GPS OBS        
 GV6125
 GV6125.Superseded values are not recommended for survey control.
 GV6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6125.See file dsdata.txt to determine how the superseded data were derived.
 GV6125
 GV6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4021225039(NAD 83)
 GV6125_MARKER: DD = SURVEY DISK
 GV6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6125_SP_SET: CONCRETE POST
 GV6125_STAMPING: STATION NO 315-REFERENCE MARK NO 3 AZ
 GV6125_MARK LOGO: VA-095
 GV6125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6125+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6125
 GV6125  HISTORY     - Date     Condition        Report By
 GV6125  HISTORY     - 1990     MONUMENTED       RSA
 GV6125  HISTORY     - 19980126 GOOD             USPSQD
 GV6125  HISTORY     - 20021217 GOOD             USPSQD
 GV6125
 GV6125                          STATION DESCRIPTION
 GV6125
 GV6125'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6125'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6125'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6125'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6125'ALONG ROUTE 614 0.84 KM (0.52 MI) . THE STATION IS LOCATED EAST OF
 GV6125'ROUTE 614, NORTHEAST OF UTILITY POLE.  REFERENCE MARK NO. 3 AZ. IS A
 GV6125'2 INCH DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE
 GV6125'GROUND SURFACE, STAMPED STATION NO. 315 - REFERENCE MARK NO. 3 AZ.
 GV6125'THE DISK IS LOCATED 5.85 M (19.19 FT) EAST OF THE CENTERLINE OF THE
 GV6125'PAVEMENT OF ROUTE 614, 19.81 M (64.99 FT) NORTHWEST OF A UTILITY POLE
 GV6125'NUMBER SF55, AND 16.03 M (52.59 FT) SOUTHEAST OF A TELEPHONE
 GV6125'PEDESTAL.
 GV6125
 GV6125                          STATION RECOVERY (1998)
 GV6125
 GV6125'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6125'RECOVERED IN GOOD CONDITION.
 GV6125
 GV6125                          STATION RECOVERY (2002)
 GV6125
 GV6125'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6126 ***********************************************************************
 GV6126  DESIGNATION -  316 RM 3 AZ MK
 GV6126  PID         -  GV6126
 GV6126  STATE/COUNTY-  VA/JAMES CITY
 GV6126  USGS QUAD   -  SURRY (1983)
 GV6126
 GV6126                         *CURRENT SURVEY CONTROL
 GV6126  ___________________________________________________________________
 GV6126* NAD 83(1993)-  37 13 57.03065(N)    076 47 01.99781(W)     ADJUSTED  
 GV6126* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 GV6126  ___________________________________________________________________
 GV6126  X           -   1,162,419.210 (meters)                     COMP
 GV6126  Y           -  -4,949,738.412 (meters)                     COMP
 GV6126  Z           -   3,837,952.877 (meters)                     COMP
 GV6126  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV6126  ELLIP HEIGHT-         -27.29  (meters)          (06/04/02) GPS OBS
 GV6126  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV6126
 GV6126  HORZ ORDER  -  SECOND
 GV6126  ELLP ORDER  -  FOURTH    CLASS II
 GV6126
 GV6126.The horizontal coordinates were established by GPS observations
 GV6126.and adjusted by the National Geodetic Survey in September 1995..
 GV6126
 GV6126.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6126
 GV6126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6126
 GV6126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6126
 GV6126.The ellipsoidal height was determined by GPS observations
 GV6126.and is referenced to NAD 83.
 GV6126
 GV6126.The geoid height was determined by GEOID03.
 GV6126
 GV6126;                    North         East     Units Scale Factor Converg.
 GV6126;SPC VA S     - 1,101,169.484 3,652,271.317   MT  0.99994816   +1 02 29.6
 GV6126;SPC VA S     - 3,612,753.55 11,982,493.48   sFT  0.99994816   +1 02 29.6
 GV6126;UTM  18      - 4,122,156.601   341,754.323   MT  0.99990848   -1 04 46.4
 GV6126
 GV6126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6126!SPC VA S     -   1.00000428  x   0.99994816  =   0.99995244
 GV6126!UTM  18      -   1.00000428  x   0.99990848  =   0.99991276
 GV6126
 GV6126:                Primary Azimuth Mark                     Grid Az
 GV6126:SPC VA S     -  0317                                     088 42 49.6
 GV6126:UTM  18      -  0317                                     090 50 05.6
 GV6126
 GV6126|---------------------------------------------------------------------|
 GV6126| PID    Reference Object                     Distance      Geod. Az  |
 GV6126|                                                           dddmmss.s |
 GV6126| GV6078 0317                                APPROX. 0.5 KM 0894519.2 |
 GV6126|---------------------------------------------------------------------|
 GV6126
 GV6126                          SUPERSEDED SURVEY CONTROL
 GV6126
 GV6126  ELLIP H (09/08/95)  -27.09   (m)                       GP(       ) 4 2
 GV6126  NAD 83(1993)-  37 13 57.03165(N)    076 47 02.00430(W) AD(       ) 2
 GV6126  NAD 83(1986)-  37 13 57.03704(N)    076 47 02.02325(W) AD(       ) 2
 GV6126  NGVD 29 (02/21/92)    8.3    (m)           27.     (f) GPS OBS        
 GV6126
 GV6126.Superseded values are not recommended for survey control.
 GV6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6126.See file dsdata.txt to determine how the superseded data were derived.
 GV6126
 GV6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4175422157(NAD 83)
 GV6126_MARKER: DD = SURVEY DISK
 GV6126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6126_SP_SET: CONCRETE POST
 GV6126_STAMPING: STATION NO 316-REFERENCE MARK NO 3 AZ
 GV6126_MARK LOGO: VA-095
 GV6126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6126+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6126
 GV6126  HISTORY     - Date     Condition        Report By
 GV6126  HISTORY     - 1990     MONUMENTED       RSA
 GV6126  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6126  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6126
 GV6126                          STATION DESCRIPTION
 GV6126
 GV6126'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6126'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE
 GV6126'JAMESTOWN COLONIAL SETTLEMENT.  TO REACH THE STATION FROM THE
 GV6126'JUNCTION OF ROUTE 31 (JAMESTOWN ROAD) AND ROUTE 680 (4H CLUB ROAD).
 GV6126'PROCEED SOUTHWEST ALONG ROUTE 680 0.53 KM (0.33 MI) TO THE
 GV6126'INTERSECTION OF ROUTE 614 (GREENSPRINGS ROAD). THE STATION IS LOCATED
 GV6126'APPROXIMATELY 103 M (337.9 FT) NORTH OF THE INTERSECTION, WEST OF
 GV6126'ROUTE 614,NEAR A UTILITY POLE.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH
 GV6126'DISK SET IN CONCRETE APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND
 GV6126'SURFACE, STAMPED STATION NO. 316 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6126'IS LOCATED APPROXIMATELY 103 M (337.9 FT) NORTHWEST OF THE
 GV6126'INTERSECTION OF ROUTE 680 AND ROUTE 614,  6.31 M (20.70 FT) SOUTHWEST
 GV6126'OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 614, 20.67 M (67.81 FT)
 GV6126'NORTHWEST OF UTILITY POLE NUMBER 5-92, AND 22.31 M (73.20 FT)
 GV6126'NORTHWEST OF UTILITY POLE NUMBER EC88.
 GV6126
 GV6126                          STATION RECOVERY (1998)
 GV6126
 GV6126'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6126'MARK NOT FOUND.
 GV6126
 GV6126                          STATION RECOVERY (2003)
 GV6126
 GV6126'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3273 ***********************************************************************
 HV3273  DESIGNATION -  317.99 USGS
 HV3273  PID         -  HV3273
 HV3273  STATE/COUNTY-  VA/CULPEPER
 HV3273  USGS QUAD   -  GERMANNA BRIDGE (1981)
 HV3273
 HV3273                         *CURRENT SURVEY CONTROL
 HV3273  ___________________________________________________________________
 HV3273* NAD 83(1986)-  38 29 02.     (N)    077 48 19.     (W)     SCALED    
 HV3273* NAVD 88     -        96.718  (meters)     317.32   (feet)  ADJUSTED  
 HV3273  ___________________________________________________________________
 HV3273  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3273  DYNAMIC HT  -          96.660 (meters)     317.13  (feet)  COMP
 HV3273  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 HV3273
 HV3273  VERT ORDER  -  SECOND    CLASS 0
 HV3273
 HV3273.The horizontal coordinates were scaled from a topographic map and have
 HV3273.an estimated accuracy of +/- 6 seconds.
 HV3273
 HV3273.The orthometric height was determined by differential leveling
 HV3273.and adjusted by the National Geodetic Survey in June 1991..
 HV3273
 HV3273.The geoid height was determined by GEOID03.
 HV3273
 HV3273.The dynamic height is computed by dividing the NAVD 88
 HV3273.geopotential number by the normal gravity value computed on the
 HV3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3273.degrees latitude (g = 980.6199 gals.).
 HV3273
 HV3273.The modeled gravity was interpolated from observed gravity values.
 HV3273
 HV3273;                    North         East    Units  Estimated Accuracy
 HV3273;SPC VA N     - 2,090,940.    3,560,610.      MT  (+/- 180 meters Scaled)
 HV3273
 HV3273                          SUPERSEDED SURVEY CONTROL
 HV3273
 HV3273  NGVD 29 (??/??/??)   96.965  (m)          318.13   (f) ADJUSTED    2 0
 HV3273
 HV3273.Superseded values are not recommended for survey control.
 HV3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3273.See file dsdata.txt to determine how the superseded data were derived.
 HV3273
 HV3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH553632(NAD 83)
 HV3273_MARKER: N = NAIL
 HV3273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3273_SP_SET: CEDAR TREE ROOT
 HV3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3273
 HV3273  HISTORY     - Date     Condition        Report By
 HV3273  HISTORY     - UNK      MONUMENTED       USGS
 HV3273  HISTORY     - 1941     GOOD             CGS
 HV3273  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3273
 HV3273                          STATION DESCRIPTION
 HV3273
 HV3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3273'3.4 MI S FROM ELKWOOD.
 HV3273'3.4 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 674 FROM THE POST
 HV3273'OFFICE AT ELKWOOD, CULPEPER COUNTY, AT A CURVE TO THE SOUTHEAST,
 HV3273'AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 19 FEET
 HV3273'EAST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE
 HV3273'CENTER LINE OF THE HIGHWAY, AND IN THE NORTH ROOT OF A 15-INCH
 HV3273'CEDAR TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HV3273'AND WASHER.
 HV3273
 HV3273                          STATION RECOVERY (2001)
 HV3273
 HV3273'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6127 ***********************************************************************
 GV6127  DESIGNATION -  318 RM 3 AZ MK
 GV6127  PID         -  GV6127
 GV6127  STATE/COUNTY-  VA/JAMES CITY
 GV6127  USGS QUAD   -  SURRY (1983)
 GV6127
 GV6127                         *CURRENT SURVEY CONTROL
 GV6127  ___________________________________________________________________
 GV6127* NAD 83(1993)-  37 14 22.20776(N)    076 45 43.91431(W)     ADJUSTED  
 GV6127* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 GV6127  ___________________________________________________________________
 GV6127  X           -   1,164,186.339 (meters)                     COMP
 GV6127  Y           -  -4,948,845.043 (meters)                     COMP
 GV6127  Z           -   3,838,574.107 (meters)                     COMP
 GV6127  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV6127  ELLIP HEIGHT-         -21.86  (meters)          (06/04/02) GPS OBS
 GV6127  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 GV6127
 GV6127  HORZ ORDER  -  SECOND
 GV6127  ELLP ORDER  -  FOURTH    CLASS II
 GV6127
 GV6127.The horizontal coordinates were established by GPS observations
 GV6127.and adjusted by the National Geodetic Survey in September 1995..
 GV6127
 GV6127.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6127
 GV6127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6127
 GV6127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6127
 GV6127.The ellipsoidal height was determined by GPS observations
 GV6127.and is referenced to NAD 83.
 GV6127
 GV6127.The geoid height was determined by GEOID03.
 GV6127
 GV6127;                    North         East     Units Scale Factor Converg.
 GV6127;SPC VA S     - 1,101,980.688 3,654,181.365   MT  0.99994788   +1 03 17.0
 GV6127;SPC VA S     - 3,615,414.97 11,988,760.03   sFT  0.99994788   +1 03 17.0
 GV6127;UTM  18      - 4,122,896.519   343,693.004   MT  0.99990097   -1 03 59.8
 GV6127
 GV6127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6127!SPC VA S     -   1.00000343  x   0.99994788  =   0.99995131
 GV6127!UTM  18      -   1.00000343  x   0.99990097  =   0.99990440
 GV6127
 GV6127:                Primary Azimuth Mark                     Grid Az
 GV6127:SPC VA S     -  0318                                     113 35 51.3
 GV6127:UTM  18      -  0318                                     115 43 08.1
 GV6127
 GV6127|---------------------------------------------------------------------|
 GV6127| PID    Reference Object                     Distance      Geod. Az  |
 GV6127|                                                           dddmmss.s |
 GV6127| GV6079 0318                                435.022 METERS 1143908.3 |
 GV6127|---------------------------------------------------------------------|
 GV6127
 GV6127                          SUPERSEDED SURVEY CONTROL
 GV6127
 GV6127  ELLIP H (09/08/95)  -21.65   (m)                       GP(       ) 4 2
 GV6127  NAD 83(1993)-  37 14 22.20883(N)    076 45 43.92058(W) AD(       ) 2
 GV6127  NAD 83(1986)-  37 14 22.21418(N)    076 45 43.93977(W) AD(       ) 2
 GV6127  NGVD 29 (02/21/92)   13.8    (m)           45.     (f) GPS OBS        
 GV6127
 GV6127.Superseded values are not recommended for survey control.
 GV6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6127.See file dsdata.txt to determine how the superseded data were derived.
 GV6127
 GV6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4369322897(NAD 83)
 GV6127_MARKER: DD = SURVEY DISK
 GV6127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6127_SP_SET: CONCRETE POST
 GV6127_STAMPING: STATION NO 318-REFERENCE MARK NO 3 AZ
 GV6127_MARK LOGO: VA-095
 GV6127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6127+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6127
 GV6127  HISTORY     - Date     Condition        Report By
 GV6127  HISTORY     - 1990     MONUMENTED       RSA
 GV6127  HISTORY     - 19980109 GOOD             USPSQD
 GV6127  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6127
 GV6127                          STATION DESCRIPTION
 GV6127
 GV6127'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6127'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE
 GV6127'JAMESTOWN COLONIAL SETTLEMENT.  TO REACH THE STATION FROM THE
 GV6127'JUNCTION OF ROUTE 31 (JAMESTOWN ROAD) AND ROUTE 5/199 (STRAWBERRY
 GV6127'PLAINS ROAD).  PROCEED SOUTHWEST ALONG ROUTE 31 3.73 KM (2.32 MI) TO
 GV6127'THE ENTRANCE TO JAMESTOWN CENTER.  THE STATION IS LOCATED NORTH OF
 GV6127'ROUTE 31 NEAR A POWER POLE, WEST OF THE ENTRANCE TO JAMESTOWN
 GV6127'CENTER.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6127'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6127'STATION NO. 318 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED NORTH
 GV6127'OF ROUTE 31, .27 M (0.89 FT) FROM THE BACK OF THE CURB RETURN ON THE
 GV6127'WEST SIDE OF THE ENTRANCE TO JAMESTOWN CENTER, 7.38 M (24.21 FT)
 GV6127'NORTHEAST FROM THE END OF THE CURB, 2.87 M (9.42 FT) SOUTH OF A
 GV6127'UTILITY POLE.
 GV6127
 GV6127                          STATION RECOVERY (1998)
 GV6127
 GV6127'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6127'RECOVERED IN GOOD CONDITION.
 GV6127
 GV6127                          STATION RECOVERY (2003)
 GV6127
 GV6127'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3376 ***********************************************************************
 HV3376  DESIGNATION -  318.5 USGS
 HV3376  PID         -  HV3376
 HV3376  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3376  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3376
 HV3376                         *CURRENT SURVEY CONTROL
 HV3376  ___________________________________________________________________
 HV3376* NAD 83(1986)-  38 11 38.     (N)    077 35 12.     (W)     SCALED    
 HV3376* NAVD 88     -        96.734  (meters)     317.37   (feet)  ADJUSTED  
 HV3376  ___________________________________________________________________
 HV3376  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3376  DYNAMIC HT  -          96.672 (meters)     317.16  (feet)  COMP
 HV3376  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 HV3376
 HV3376  VERT ORDER  -  SECOND    CLASS 0
 HV3376
 HV3376.The horizontal coordinates were scaled from a topographic map and have
 HV3376.an estimated accuracy of +/- 6 seconds.
 HV3376
 HV3376.The orthometric height was determined by differential leveling
 HV3376.and adjusted by the National Geodetic Survey in June 1991..
 HV3376
 HV3376.The geoid height was determined by GEOID03.
 HV3376
 HV3376.The dynamic height is computed by dividing the NAVD 88
 HV3376.geopotential number by the normal gravity value computed on the
 HV3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3376.degrees latitude (g = 980.6199 gals.).
 HV3376
 HV3376.The modeled gravity was interpolated from observed gravity values.
 HV3376
 HV3376;                    North         East    Units  Estimated Accuracy
 HV3376;SPC VA N     - 2,058,920.    3,580,010.      MT  (+/- 180 meters Scaled)
 HV3376
 HV3376                          SUPERSEDED SURVEY CONTROL
 HV3376
 HV3376  NGVD 29 (??/??/??)   97.020  (m)          318.31   (f) ADJUSTED    2 0
 HV3376
 HV3376.Superseded values are not recommended for survey control.
 HV3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3376.See file dsdata.txt to determine how the superseded data were derived.
 HV3376
 HV3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH734304(NAD 83)
 HV3376_MARKER: N = NAIL
 HV3376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3376_SP_SET: OAK TREE ROOT
 HV3376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3376
 HV3376  HISTORY     - Date     Condition        Report By
 HV3376  HISTORY     - UNK      MONUMENTED       USGS
 HV3376  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3376  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3376
 HV3376                          STATION DESCRIPTION
 HV3376
 HV3376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3376'0.6 MI S FROM SPOTSYLVANIA.
 HV3376'0.6 MILE SOUTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 HV3376'AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, ABOUT 100 FEET SOUTHWEST
 HV3376'OF THE CROSSING OF COUNTY ROAD 608, 22 FEET NORTH OF THE NORTHEAST
 HV3376'CORNER OF THE ZION CHURCH, AND IN THE ROOT OF AN 18-INCH WHITE
 HV3376'OAK TREE PAINTED USBM 318.5.  A UNITED STATES GEOLOGICAL SURVEY
 HV3376'STANDARD COPPER NAIL AND WASHER.
 HV3376
 HV3376                          STATION RECOVERY (1998)
 HV3376
 HV3376'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6128 ***********************************************************************
 GV6128  DESIGNATION -  319 RM 3 AZ MK
 GV6128  PID         -  GV6128
 GV6128  STATE/COUNTY-  VA/JAMES CITY
 GV6128  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6128
 GV6128                         *CURRENT SURVEY CONTROL
 GV6128  ___________________________________________________________________
 GV6128* NAD 83(1993)-  37 15 34.38273(N)    076 44 27.87908(W)     ADJUSTED  
 GV6128* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 GV6128  ___________________________________________________________________
 GV6128  X           -   1,165,704.943 (meters)                     COMP
 GV6128  Y           -  -4,947,118.598 (meters)                     COMP
 GV6128  Z           -   3,840,356.134 (meters)                     COMP
 GV6128  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV6128  ELLIP HEIGHT-          -3.88  (meters)          (06/04/02) GPS OBS
 GV6128  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 GV6128
 GV6128  HORZ ORDER  -  SECOND
 GV6128  ELLP ORDER  -  FOURTH    CLASS II
 GV6128
 GV6128.The horizontal coordinates were established by GPS observations
 GV6128.and adjusted by the National Geodetic Survey in September 1995..
 GV6128
 GV6128.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6128
 GV6128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6128
 GV6128.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6128
 GV6128.The ellipsoidal height was determined by GPS observations
 GV6128.and is referenced to NAD 83.
 GV6128
 GV6128.The geoid height was determined by GEOID03.
 GV6128
 GV6128;                    North         East     Units Scale Factor Converg.
 GV6128;SPC VA S     - 1,104,239.930 3,656,013.587   MT  0.99994717   +1 04 03.1
 GV6128;SPC VA S     - 3,622,827.17 11,994,771.24   sFT  0.99994717   +1 04 03.1
 GV6128;UTM  18      - 4,125,086.273   345,607.512   MT  0.99989364   -1 03 15.5
 GV6128
 GV6128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6128!SPC VA S     -   1.00000061  x   0.99994717  =   0.99994778
 GV6128!UTM  18      -   1.00000061  x   0.99989364  =   0.99989425
 GV6128
 GV6128|---------------------------------------------------------------------|
 GV6128| PID    Reference Object                     Distance      Geod. Az  |
 GV6128|                                                           dddmmss.s |
 GV6128| GV6080 0319                                362.823 METERS 10559     |
 GV6128|---------------------------------------------------------------------|
 GV6128
 GV6128                          SUPERSEDED SURVEY CONTROL
 GV6128
 GV6128  ELLIP H (09/08/95)   -3.68   (m)                       GP(       ) 4 2
 GV6128  NAD 83(1993)-  37 15 34.38353(N)    076 44 27.88562(W) AD(       ) 2
 GV6128  ELLIP H (11/14/94)   -3.84   (m)                       GP(       ) 4 2
 GV6128  NAD 83(1986)-  37 15 34.38921(N)    076 44 27.90459(W) AD(       ) 2
 GV6128  NGVD 29 (02/21/92)   31.7    (m)          104.     (f) GPS OBS        
 GV6128
 GV6128.Superseded values are not recommended for survey control.
 GV6128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6128.See file dsdata.txt to determine how the superseded data were derived.
 GV6128
 GV6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4560825086(NAD 83)
 GV6128_MARKER: DD = SURVEY DISK
 GV6128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6128_SP_SET: CONCRETE POST
 GV6128_STAMPING: STATION NO 319-REFERENCE MARK NO 3 AZ
 GV6128_MARK LOGO: VA-095
 GV6128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6128+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6128
 GV6128  HISTORY     - Date     Condition        Report By
 GV6128  HISTORY     - 1990     MONUMENTED       RSA
 GV6128  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV6128
 GV6128                          STATION DESCRIPTION
 GV6128
 GV6128'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6128'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6128'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6128'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6128'ROUTE 5 0.76 KM (0.47 MI) TO THE INTERSECTION OF ROUTE 5 AND ROUTE
 GV6128'199 (STRAWBERRY PLAINS ROAD).  THE STATION IS LOCATED APPROXIMATELY
 GV6128'305 M (1000.7 FT) SOUTHWEST OF THE INTERSECTION, NORTH OF ROUTE 5,
 GV6128'NEAR A VIRGINIA DEPARTMENT OF HIGHWAYS CONCRETE MONUMENT.  REFERENCE
 GV6128'MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6128'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 319 -
 GV6128'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED NORTH OF ROUTE 5, 3.66 M
 GV6128'(12.01 FT) NORTHEAST OF THE NORTH EDGE OF THE PAVEMENT OF ROUTE 5,
 GV6128'21.95 M (72.01 FT) SOUTHWEST OF A METAL REFLECTOR SIGN, AND 9.39 M
 GV6128'(30.81 FT) NORTHEAST OF A VIRGINIA DEPARTMENT OF HIGWAYS MONUMENT.
 GV6128
 GV6128                          STATION RECOVERY (1997)
 GV6128
 GV6128'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0312 ***********************************************************************
 GW0312  DESIGNATION -  319.5
 GW0312  PID         -  GW0312
 GW0312  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0312  USGS QUAD   -  FARMVILLE (1981)
 GW0312
 GW0312                         *CURRENT SURVEY CONTROL
 GW0312  ___________________________________________________________________
 GW0312* NAD 83(1986)-  37 18 16.     (N)    078 23 32.     (W)     SCALED    
 GW0312* NAVD 88     -        96.597  (meters)     316.92   (feet)  ADJUSTED  
 GW0312  ___________________________________________________________________
 GW0312  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GW0312  DYNAMIC HT  -          96.529 (meters)     316.70  (feet)  COMP
 GW0312  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 GW0312
 GW0312  VERT ORDER  -  SECOND    CLASS 0
 GW0312
 GW0312.The horizontal coordinates were scaled from a topographic map and have
 GW0312.an estimated accuracy of +/- 6 seconds.
 GW0312
 GW0312.The orthometric height was determined by differential leveling
 GW0312.and adjusted by the National Geodetic Survey in June 1991..
 GW0312
 GW0312.The geoid height was determined by GEOID03.
 GW0312
 GW0312.The dynamic height is computed by dividing the NAVD 88
 GW0312.geopotential number by the normal gravity value computed on the
 GW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0312.degrees latitude (g = 980.6199 gals.).
 GW0312
 GW0312.The modeled gravity was interpolated from observed gravity values.
 GW0312
 GW0312;                    North         East    Units  Estimated Accuracy
 GW0312;SPC VA S     - 1,107,770.    3,509,560.      MT  (+/- 180 meters Scaled)
 GW0312
 GW0312                          SUPERSEDED SURVEY CONTROL
 GW0312
 GW0312  NGVD 29 (??/??/92)   96.868  (m)          317.81   (f) ADJ UNCH    2 0
 GW0312
 GW0312.Superseded values are not recommended for survey control.
 GW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0312.See file dsdata.txt to determine how the superseded data were derived.
 GW0312
 GW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB311318(NAD 83)
 GW0312_MARKER: Q = CHISELED SQUARE
 GW0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0312_SP_SET: BRIDGE
 GW0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0312
 GW0312  HISTORY     - Date     Condition        Report By
 GW0312  HISTORY     - UNK      MONUMENTED       USGS
 GW0312  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0312  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 GW0312
 GW0312                          STATION DESCRIPTION
 GW0312
 GW0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0312'0.2 MI E FROM FARMVILLE.
 GW0312'0.2 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0312'STATION AT FARMVILLE, PRINCE EDWARD COUNTY, 7.3 FEET SOUTH OF THE
 GW0312'SOUTH RAIL, AT BRIDGE 54 OVER MILL STREET, AND ON THE TOP OF
 GW0312'THE SOUTH WING WALL OF THE WEST ABUTMENT.  A 1-1/2-INCH CHISELED
 GW0312'SQUARE.
 GW0312
 GW0312                          STATION RECOVERY (2001)
 GW0312
 GW0312'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0560 ***********************************************************************
 FY0560  DESIGNATION -  32
 FY0560  PID         -  FY0560
 FY0560  STATE/COUNTY-  VA/CHARLOTTE
 FY0560  USGS QUAD   -  DRAKES BRANCH (1990)
 FY0560
 FY0560                         *CURRENT SURVEY CONTROL
 FY0560  ___________________________________________________________________
 FY0560* NAD 83(1986)-  36 54 10.     (N)    078 32 10.     (W)     SCALED    
 FY0560* NAVD 88     -       161.287  (meters)     529.16   (feet)  ADJUSTED  
 FY0560  ___________________________________________________________________
 FY0560  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FY0560  DYNAMIC HT  -         161.167 (meters)     528.76  (feet)  COMP
 FY0560  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 FY0560
 FY0560  VERT ORDER  -  SECOND    CLASS 0
 FY0560
 FY0560.The horizontal coordinates were scaled from a topographic map and have
 FY0560.an estimated accuracy of +/- 6 seconds.
 FY0560
 FY0560.The orthometric height was determined by differential leveling
 FY0560.and adjusted by the National Geodetic Survey in June 1991..
 FY0560
 FY0560.The geoid height was determined by GEOID03.
 FY0560
 FY0560.The dynamic height is computed by dividing the NAVD 88
 FY0560.geopotential number by the normal gravity value computed on the
 FY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0560.degrees latitude (g = 980.6199 gals.).
 FY0560
 FY0560.The modeled gravity was interpolated from observed gravity values.
 FY0560
 FY0560;                    North         East    Units  Estimated Accuracy
 FY0560;SPC VA S     - 1,063,190.    3,496,780.      MT  (+/- 180 meters Scaled)
 FY0560
 FY0560                          SUPERSEDED SURVEY CONTROL
 FY0560
 FY0560  NGVD 29 (??/??/92)  161.531  (m)          529.96   (f) ADJ UNCH    2 0
 FY0560
 FY0560.Superseded values are not recommended for survey control.
 FY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0560.See file dsdata.txt to determine how the superseded data were derived.
 FY0560
 FY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA195869(NAD 83)
 FY0560_MARKER: DD = SURVEY DISK
 FY0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0560_STAMPING: 32 JWM 530 1953
 FY0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0560+STABILITY: SURFACE MOTION
 FY0560
 FY0560  HISTORY     - Date     Condition        Report By
 FY0560  HISTORY     - 1953     MONUMENTED       USGS
 FY0560  HISTORY     - 1965     GOOD             NGS
 FY0560  HISTORY     - 1966     GOOD             NGS
 FY0560  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY0560
 FY0560                          STATION DESCRIPTION
 FY0560
 FY0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0560'4.6 MI NE FROM WYLLIESBURG.
 FY0560'4.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 360 AND 15 FROM THE
 FY0560'POST OFFICE IN WYLLIESBURG TO THE MARK SET IN THE TOP OF A
 FY0560'CONCRETE POST PROJECTING 1-INCH, 64.2 FEET SOUTH OF THE JUNCTION
 FY0560'OF U.S. HIGHWAYS 360 AND 15 AND STATE HIGHWAY 47, 42.1 FEET
 FY0560'SOUTHEAST OF CENTERLINE OF U.S. HIGHWAYS 360 AND 15, 1.0 FEET
 FY0560'NORTH OF A METAL WITNESS SIGN, AND IS ABOUT 2.0 FEET BELOW THE
 FY0560'LEVEL OF THE HIGHWAY.  RECOVERED AS DESCRIBED - 1966.  A SERVICE
 FY0560'STATION IS TO BE BUILT ON THE SITE SO A NEW MARK 32 USGS RESET 1966
 FY0560'WAS ESTABLISHED.  THE MARK WAS LEFT IN POSITION BUT WILL BE
 FY0560'DESTROYED BY GRADER OPERATIONS IN THE NEAR FUTURE.
 FY0560
 FY0560                          STATION RECOVERY (1966)
 FY0560
 FY0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0560'RECOVERED IN GOOD CONDITION.
 FY0560
 FY0560                          STATION RECOVERY (2001)
 FY0560
 FY0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY0560'PER THE DESCRIPTION, A SERVICE STATION HAS BEEN BUILT AND ORIGINAL
 FY0560'MARKER IS LIKELY DESTROYED AND REPLACED BY A RESET.  NO DESCRIPTION
 FY0560'FOR 32 USGS RESET 1966 WAS AVAILABLE TO RESEARCH IT'S RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5598 ***********************************************************************
 GV5598  DESIGNATION -  32 C OF R 1972
 GV5598  PID         -  GV5598
 GV5598  STATE/COUNTY-  VA/C OF RICHMOND
 GV5598  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5598
 GV5598                         *CURRENT SURVEY CONTROL
 GV5598  ___________________________________________________________________
 GV5598* NAD 83(1993)-  37 29 34.48739(N)    077 29 17.94680(W)     ADJUSTED  
 GV5598* NAVD 88     -        65.88   (+/-2cm)     216.1    (feet)  VERTCON   
 GV5598  ___________________________________________________________________
 GV5598  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5598  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5598
 GV5598  HORZ ORDER  -  SECOND
 GV5598  VERT ORDER  -  THIRD ? (See Below)
 GV5598
 GV5598.The horizontal coordinates were established by classical geodetic methods
 GV5598.and adjusted by the National Geodetic Survey in September 1995..
 GV5598
 GV5598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5598.The vertical order pertains to the NGVD 29 superseded value.
 GV5598
 GV5598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5598
 GV5598.The geoid height was determined by GEOID03.
 GV5598
 GV5598;                    North         East     Units Scale Factor Converg.
 GV5598;SPC VA S     - 1,129,164.089 3,589,460.451   MT  0.99994779   +0 36 50.5
 GV5598;SPC VA S     - 3,704,599.18 11,776,421.50   sFT  0.99994779   +0 36 50.5
 GV5598;UTM  18      - 4,152,463.631   280,018.470   MT  1.00019612   -1 30 54.6
 GV5598
 GV5598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5598!SPC VA S     -   0.99999484  x   0.99994779  =   0.99994263
 GV5598!UTM  18      -   0.99999484  x   1.00019612  =   1.00019096
 GV5598
 GV5598:                Primary Azimuth Mark                     Grid Az
 GV5598:SPC VA S     -  24 C OF R 1972                           051 57 17.3
 GV5598:UTM  18      -  24 C OF R 1972                           054 05 02.4
 GV5598
 GV5598|---------------------------------------------------------------------|
 GV5598| PID    Reference Object                     Distance      Geod. Az  |
 GV5598|                                                           dddmmss.s |
 GV5598| GV5578 24 C OF R 1972                      APPROX. 1.1 KM 0523407.8 |
 GV5598| GV5595 124 C OF R 1972                     255.841 METERS 15954     |
 GV5598| GV5603 125 C OF R 1972                     138.900 METERS 29446     |
 GV5598|---------------------------------------------------------------------|
 GV5598
 GV5598                          SUPERSEDED SURVEY CONTROL
 GV5598
 GV5598  NAD 83(1993)-  37 29 34.48735(N)    077 29 17.94678(W) AD(       ) 2
 GV5598  NAD 83(1986)-  37 29 34.49372(N)    077 29 17.96373(W) AD(       ) 2
 GV5598  NAD 27      -  37 29 33.96300(N)    077 29 19.01640(W) AD(       ) 2
 GV5598  NGVD 29 (07/19/86)   66.19   (m)          217.2    (f) LEVELING    3  
 GV5598
 GV5598.Superseded values are not recommended for survey control.
 GV5598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5598.See file dsdata.txt to determine how the superseded data were derived.
 GV5598
 GV5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8001852464(NAD 83)
 GV5598_MARKER: Z = SEE DESCRIPTION
 GV5598_SETTING: 0 = UNSPECIFIED SETTING
 GV5598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5598
 GV5598  HISTORY     - Date     Condition        Report By
 GV5598  HISTORY     - 1972     MONUMENTED       VA2060
 GV5598  HISTORY     - 19951117 GOOD             USPSQD
 GV5598  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5598  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5598  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV5598
 GV5598                          STATION DESCRIPTION
 GV5598
 GV5598'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5598'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5598'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360,
 GV5598'THENCE WEST ON ROUTE 360 0.90 MILE TO POINT NO 32.
 GV5598'
 GV5598'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5598'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5598'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5598'ABOUT 10 INCHES BELOW GROUND, LOCATED ON NORTHEAST CORNER OF
 GV5598'INTERSECTION OF WARWICK RD. AND ROUTE 360.
 GV5598'
 GV5598'13.3 FEET N. W. OF E. P. OF RT. 360, 23.4 FEET N. E. C/L OF WARWICK
 GV5598'RD., 17.45 FEET S. E. END OF CONCRETE CURB AND GUTTER, 26.7 FEET S.
 GV5598'OF 1 STORY FRAME BUILDING.
 GV5598'
 GV5598'NEAREST TOWN--RICHMOND.
 GV5598
 GV5598                          STATION RECOVERY (1995)
 GV5598
 GV5598'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5598'RECOVERED IN GOOD CONDITION.
 GV5598
 GV5598                          STATION RECOVERY (1999)
 GV5598
 GV5598'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5598'MARK NOT FOUND.
 GV5598
 GV5598                          STATION RECOVERY (2003)
 GV5598
 GV5598'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5598'MARK NOT FOUND.
 GV5598
 GV5598                          STATION RECOVERY (2005)
 GV5598
 GV5598'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0679 ***********************************************************************
 HW0679  DESIGNATION -  32 D
 HW0679  PID         -  HW0679
 HW0679  STATE/COUNTY-  VA/LOUISA
 HW0679  USGS QUAD   -  LOUISA (1984)
 HW0679
 HW0679                         *CURRENT SURVEY CONTROL
 HW0679  ___________________________________________________________________
 HW0679* NAD 83(1986)-  38 07 24.     (N)    078 04 01.     (W)     SCALED    
 HW0679* NAVD 88     -       135.084  (meters)     443.19   (feet)  ADJUSTED  
 HW0679  ___________________________________________________________________
 HW0679  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0679  DYNAMIC HT  -         134.996 (meters)     442.90  (feet)  COMP
 HW0679  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 HW0679
 HW0679  VERT ORDER  -  SECOND    CLASS 0
 HW0679
 HW0679.The horizontal coordinates were scaled from a topographic map and have
 HW0679.an estimated accuracy of +/- 6 seconds.
 HW0679
 HW0679.The orthometric height was determined by differential leveling
 HW0679.and adjusted by the National Geodetic Survey in June 1991..
 HW0679
 HW0679.The geoid height was determined by GEOID03.
 HW0679
 HW0679.The dynamic height is computed by dividing the NAVD 88
 HW0679.geopotential number by the normal gravity value computed on the
 HW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0679.degrees latitude (g = 980.6199 gals.).
 HW0679
 HW0679.The modeled gravity was interpolated from observed gravity values.
 HW0679
 HW0679;                    North         East    Units  Estimated Accuracy
 HW0679;SPC VA S     - 1,198,740.    3,537,970.      MT  (+/- 180 meters Scaled)
 HW0679
 HW0679                          SUPERSEDED SURVEY CONTROL
 HW0679
 HW0679  NGVD 29 (??/??/92)  135.318  (m)          443.96   (f) ADJ UNCH    2 0
 HW0679
 HW0679.Superseded values are not recommended for survey control.
 HW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0679.See file dsdata.txt to determine how the superseded data were derived.
 HW0679
 HW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC571235(NAD 83)
 HW0679_MARKER: DD = SURVEY DISK
 HW0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0679_STAMPING: 32 D 1929
 HW0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0679+STABILITY: SURFACE MOTION
 HW0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0679+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 HW0679
 HW0679  HISTORY     - Date     Condition        Report By
 HW0679  HISTORY     - 1929     MONUMENTED       USGS
 HW0679  HISTORY     - 1935     GOOD             NGS
 HW0679  HISTORY     - 19980307 GOOD             USPSQD
 HW0679  HISTORY     - 20021008 GOOD             USPSQD
 HW0679  HISTORY     - 20060327 GOOD             USPSQD
 HW0679
 HW0679                          STATION DESCRIPTION
 HW0679
 HW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0679'0.7 MI W FROM CUTALONG.
 HW0679'ABOUT 0.7 MILE WEST ALONG COUNTY ROAD 620 FROM CUTALONG, LOUISA
 HW0679'COUNTY, AND OPPOSITE THE NORTHWEST CORNER OF THE JUNCTION OF A
 HW0679'ROAD LEADING NORTH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW0679'DISK, STAMPED 32 D 1929 AND SET IN THE TOP OF A CONCRETE POST.
 HW0679
 HW0679                          STATION RECOVERY (1998)
 HW0679
 HW0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0679'RECOVERED IN GOOD CONDITION.
 HW0679
 HW0679                          STATION RECOVERY (2002)
 HW0679
 HW0679'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HW0679' 
 HW0679' 
 HW0679
 HW0679                          STATION RECOVERY (2006)
 HW0679
 HW0679'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HW0679'WITNESS POST IS SOUTHWEST OF MARK. GPS IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1053 ***********************************************************************
 GV1053  DESIGNATION -  32 USGS
 GV1053  PID         -  GV1053
 GV1053  STATE/COUNTY-  VA/RICHMOND
 GV1053  USGS QUAD   -  MORATTICO (1979)
 GV1053
 GV1053                         *CURRENT SURVEY CONTROL
 GV1053  ___________________________________________________________________
 GV1053* NAD 83(1986)-  37 51 09.     (N)    076 41 11.     (W)     SCALED    
 GV1053* NAVD 88     -         9.653  (meters)      31.67   (feet)  ADJUSTED  
 GV1053  ___________________________________________________________________
 GV1053  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 GV1053  DYNAMIC HT  -           9.647 (meters)      31.65  (feet)  COMP
 GV1053  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 GV1053
 GV1053  VERT ORDER  -  SECOND    CLASS 0
 GV1053
 GV1053.The horizontal coordinates were scaled from a topographic map and have
 GV1053.an estimated accuracy of +/- 6 seconds.
 GV1053
 GV1053.The orthometric height was determined by differential leveling
 GV1053.and adjusted by the National Geodetic Survey in June 1991..
 GV1053
 GV1053.The geoid height was determined by GEOID03.
 GV1053
 GV1053.The dynamic height is computed by dividing the NAVD 88
 GV1053.geopotential number by the normal gravity value computed on the
 GV1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1053.degrees latitude (g = 980.6199 gals.).
 GV1053
 GV1053.The modeled gravity was interpolated from observed gravity values.
 GV1053
 GV1053;                    North         East    Units  Estimated Accuracy
 GV1053;SPC VA S     - 1,170,130.    3,659,600.      MT  (+/- 180 meters Scaled)
 GV1053
 GV1053                          SUPERSEDED SURVEY CONTROL
 GV1053
 GV1053  NGVD 29 (05/17/90)    9.896  (m)           32.47   (f) ADJUSTED    2 0
 GV1053
 GV1053.Superseded values are not recommended for survey control.
 GV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1053.See file dsdata.txt to determine how the superseded data were derived.
 GV1053
 GV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG516907(NAD 83)
 GV1053_MARKER: P = PIPE CAP
 GV1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1053_STAMPING: 32 1916
 GV1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1053+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 GV1053
 GV1053  HISTORY     - Date     Condition        Report By
 GV1053  HISTORY     - 1916     MONUMENTED       USGS
 GV1053  HISTORY     - 1961     GOOD             CGS
 GV1053  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1053  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV1053  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1053  HISTORY     - 20031028 GOOD             USPSQD
 GV1053
 GV1053                          STATION DESCRIPTION
 GV1053
 GV1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1053'0.8 MI E FROM TIDEWATER.
 GV1053'0.8 MILE EAST ALONG SECONDARY STATE HIGHWAY 642 FROM THE POST
 GV1053'OFFICE AT TIDEWATER, RICHMOND COUNTY, AT THE T-JUNCTION OF
 GV1053'SECONDARY STATE HIGHWAY 608 LEADING EAST, AT FARMERS HALL (USED
 GV1053'IN 1942 AS THE MASONS LODGE), AT THE SOUTH ENTRANCE, AND 0.4 FOOT
 GV1053'EAST OF THE EAST END OF THE CONCRETE STEPS.  A UNITED STATES
 GV1053'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 32 1916 AND RIVETED ON
 GV1053'THE TOP OF A 3-1/2-INCH IRON POST.
 GV1053
 GV1053                          STATION RECOVERY (1989)
 GV1053
 GV1053'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1053'MARK NOT FOUND.
 GV1053
 GV1053                          STATION RECOVERY (1994)
 GV1053
 GV1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1053'MARK NOT FOUND.
 GV1053
 GV1053                          STATION RECOVERY (1999)
 GV1053
 GV1053'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1053'MARK NOT FOUND.
 GV1053
 GV1053                          STATION RECOVERY (2003)
 GV1053
 GV1053'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1053'FARMERS HALL HAS BEEN DESTROYED THE CONCRETE STEPS ARE LOCATED IN THE
 GV1053'WOODS EAST OF RT 642, 111 FT NORTH OF CENTER LINE OF 608 AND 54FT EAST
 GV1053'OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6129 ***********************************************************************
 GV6129  DESIGNATION -  320 RM 3 AZ MK
 GV6129  PID         -  GV6129
 GV6129  STATE/COUNTY-  VA/JAMES CITY
 GV6129  USGS QUAD   -  SURRY (1983)
 GV6129
 GV6129                         *CURRENT SURVEY CONTROL
 GV6129  ___________________________________________________________________
 GV6129* NAD 83(1993)-  37 14 58.46330(N)    076 46 35.38326(W)     ADJUSTED  
 GV6129* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 GV6129  ___________________________________________________________________
 GV6129  X           -   1,162,795.396 (meters)                     COMP
 GV6129  Y           -  -4,948,471.378 (meters)                     COMP
 GV6129  Z           -   3,839,459.568 (meters)                     COMP
 GV6129  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 GV6129  ELLIP HEIGHT-         -28.95  (meters)          (06/04/02) GPS OBS
 GV6129  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV6129
 GV6129  HORZ ORDER  -  SECOND
 GV6129  ELLP ORDER  -  FOURTH    CLASS II
 GV6129
 GV6129.The horizontal coordinates were established by GPS observations
 GV6129.and adjusted by the National Geodetic Survey in September 1995..
 GV6129
 GV6129.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6129
 GV6129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6129
 GV6129.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6129
 GV6129.The ellipsoidal height was determined by GPS observations
 GV6129.and is referenced to NAD 83.
 GV6129
 GV6129.The geoid height was determined by GEOID03.
 GV6129
 GV6129;                    North         East     Units Scale Factor Converg.
 GV6129;SPC VA S     - 1,103,074.889 3,652,892.650   MT  0.99994751   +1 02 45.7
 GV6129;SPC VA S     - 3,619,004.86 11,984,531.97   sFT  0.99994751   +1 02 45.7
 GV6129;UTM  18      - 4,124,037.625   342,445.732   MT  0.99990579   -1 04 31.8
 GV6129
 GV6129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6129!SPC VA S     -   1.00000454  x   0.99994751  =   0.99995205
 GV6129!UTM  18      -   1.00000454  x   0.99990579  =   0.99991033
 GV6129
 GV6129:                Primary Azimuth Mark                     Grid Az
 GV6129:SPC VA S     -  0320                                     094 39 44.1
 GV6129:UTM  18      -  0320                                     096 47 01.6
 GV6129
 GV6129|---------------------------------------------------------------------|
 GV6129| PID    Reference Object                     Distance      Geod. Az  |
 GV6129|                                                           dddmmss.s |
 GV6129| GV6081 0320                                484.574 METERS 0954229.8 |
 GV6129|---------------------------------------------------------------------|
 GV6129
 GV6129                          SUPERSEDED SURVEY CONTROL
 GV6129
 GV6129  ELLIP H (09/08/95)  -28.75   (m)                       GP(       ) 4 2
 GV6129  NAD 83(1993)-  37 14 58.46426(N)    076 46 35.38972(W) AD(       ) 2
 GV6129  NAD 83(1986)-  37 14 58.46968(N)    076 46 35.40869(W) AD(       ) 2
 GV6129  NGVD 29 (02/21/92)    6.6    (m)           22.     (f) GPS OBS        
 GV6129
 GV6129.Superseded values are not recommended for survey control.
 GV6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6129.See file dsdata.txt to determine how the superseded data were derived.
 GV6129
 GV6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4244624038(NAD 83)
 GV6129_MARKER: DD = SURVEY DISK
 GV6129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6129_SP_SET: CONCRETE POST
 GV6129_STAMPING: STATION NO 320-REFERENCE MARK NO 3 AZ
 GV6129_MARK LOGO: VA-095
 GV6129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6129+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6129
 GV6129  HISTORY     - Date     Condition        Report By
 GV6129  HISTORY     - 1990     MONUMENTED       RSA
 GV6129  HISTORY     - 19971018 GOOD             USPSQD
 GV6129  HISTORY     - 20030206 GOOD             USPSQD
 GV6129
 GV6129                          STATION DESCRIPTION
 GV6129
 GV6129'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6129'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6129'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6129'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6129'ROUTE 5 APPROXIMATELY 3.65 KM (2.27 MI) TO THE INTERSECTION OF ROUTE
 GV6129'615 (IRONBOUND ROAD).  THE STATION IS LOCATED APPROXIMATELY 0.98 KM
 GV6129'(0.61 MI) SOUTHWEST OF THE INTERSECTION, NORTH OF ROUTE 5, NEAR THE
 GV6129'INTERSECTION OF ROUTE 1438 (SAINT GEORGES BOULEVARD).  REFERENCE MARK
 GV6129'NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6129'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 320 -
 GV6129'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED NORTH OF ROUTE 5,
 GV6129'APPROXIMATELY 16.92 M (55.51 FT) EAST OF THE CENTERLINE EXTENDED OF
 GV6129'ROUTE 1438 (SAINT GEORGES BOULEVARD), 3.60 M (11.81 FT) NORTHWEST OF
 GV6129'THE NORTH EDGE OF THE PAVEMENT OF ROUTE 5, 61.97 M (203.31 FT)
 GV6129'NORTHEAST OF UTILITY POLE NUMBER IO85, AND 18.11 M (59.42 FT)
 GV6129'NORTHWEST OF UTILITY POLE NUMBER JO17.
 GV6129
 GV6129                          STATION RECOVERY (1997)
 GV6129
 GV6129'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6129'RECOVERED IN GOOD CONDITION.
 GV6129
 GV6129                          STATION RECOVERY (2003)
 GV6129
 GV6129'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1725 ***********************************************************************
 HV1725  DESIGNATION -  320=PYLON
 HV1725  PID         -  HV1725
 HV1725  STATE/COUNTY-  VA/ARLINGTON
 HV1725  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1725
 HV1725                         *CURRENT SURVEY CONTROL
 HV1725  ___________________________________________________________________
 HV1725* NAD 83(1986)-  38 53 10.     (N)    077 03 32.     (W)     SCALED    
 HV1725* NAVD 88     -        10.983  (meters)      36.03   (feet)  ADJUSTED  
 HV1725  ___________________________________________________________________
 HV1725  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV1725  DYNAMIC HT  -          10.977 (meters)      36.01  (feet)  COMP
 HV1725  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 HV1725
 HV1725  VERT ORDER  -  FIRST     CLASS II
 HV1725
 HV1725.The horizontal coordinates were scaled from a topographic map and have
 HV1725.an estimated accuracy of +/- 6 seconds.
 HV1725
 HV1725.The orthometric height was determined by differential leveling
 HV1725.and adjusted by the National Geodetic Survey in June 1991..
 HV1725
 HV1725.The geoid height was determined by GEOID03.
 HV1725
 HV1725.The dynamic height is computed by dividing the NAVD 88
 HV1725.geopotential number by the normal gravity value computed on the
 HV1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1725.degrees latitude (g = 980.6199 gals.).
 HV1725
 HV1725.The modeled gravity was interpolated from observed gravity values.
 HV1725
 HV1725;                    North         East    Units  Estimated Accuracy
 HV1725;SPC VA N     - 2,136,340.    3,625,030.      MT  (+/- 180 meters Scaled)
 HV1725
 HV1725                          SUPERSEDED SURVEY CONTROL
 HV1725
 HV1725  NGVD 29 (08/12/92)   11.222  (m)           36.82   (f) ADJUSTED    1 2
 HV1725
 HV1725.Superseded values are not recommended for survey control.
 HV1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1725.See file dsdata.txt to determine how the superseded data were derived.
 HV1725
 HV1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ214061(NAD 83)
 HV1725_MARKER: X = CHISELED CROSS
 HV1725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1725_SP_SET: PYLON
 HV1725_MARK LOGO: NONE  
 HV1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV1725+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 HV1725
 HV1725  HISTORY     - Date     Condition        Report By
 HV1725  HISTORY     - UNK      MONUMENTED       PBPP
 HV1725  HISTORY     - 1946     GOOD             CGS
 HV1725  HISTORY     - 1946     GOOD             CGS
 HV1725  HISTORY     - 19920512 GOOD             NGS
 HV1725
 HV1725                          STATION DESCRIPTION
 HV1725
 HV1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1725'1.3 MI SE FROM ROSSLYN.
 HV1725'1.3 MILES SOUTHEAST ALONG POTOMAC RIVER FROM THE FRANCIS SCOTT
 HV1725'KEY BRIDGE AT ROSSLYN, ARLINGTON COUNTY, AT THE SOUTHWEST END
 HV1725'OF ARLINGTON MEMORIAL BRIDGE, AT THE WEST-BANK PYLON OF THE
 HV1725'BOUNDARY CHANNEL BRIDGE, ON THE DOWNSTREAM SIDE, AND ON THE WEST
 HV1725'CORNER OF THE FIRST STONE ABOVE THE SIDEWALK.  A CHISELED CROSS.
 HV1725
 HV1725                          STATION RECOVERY (1946)
 HV1725
 HV1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1725'RECOVERED IN GOOD CONDITION.
 HV1725
 HV1725                          STATION RECOVERY (1992)
 HV1725
 HV1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV1725'IN ARLINGTON, AT THE ARLINGTON NATIONAL CEMETERY, A CHISELED CROSS IN
 HV1725'THE NORTHWEST CORNER OF THE 1ST STONE ABOVE THE SIDEWALK OF THE
 HV1725'SOUTHWEST STONE PYLON OF THE ARLINGTON NATIONAL CEMETERY MAIN
 HV1725'ENTRANCE ROAD SPANNING THE BOUNDARY CHANNEL, 0.3 KM (0.20 MI)
 HV1725'SOUTHWEST OF THE SOUTHWEST END OF THE MEMORIAL BRIDGE, 26.1 M
 HV1725'(85.6 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, AND 0.05 M
 HV1725'(0.16 FT) ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6130 ***********************************************************************
 GV6130  DESIGNATION -  321 RM 3 AZ MK
 GV6130  PID         -  GV6130
 GV6130  STATE/COUNTY-  VA/JAMES CITY
 GV6130  USGS QUAD   -  NORGE (1984)
 GV6130
 GV6130                         *CURRENT SURVEY CONTROL
 GV6130  ___________________________________________________________________
 GV6130* NAD 83(1993)-  37 15 28.83778(N)    076 45 54.21077(W)     ADJUSTED  
 GV6130* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 GV6130  ___________________________________________________________________
 GV6130  X           -   1,163,656.285 (meters)                     COMP
 GV6130  Y           -  -4,947,699.822 (meters)                     COMP
 GV6130  Z           -   3,840,214.619 (meters)                     COMP
 GV6130  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV6130  ELLIP HEIGHT-         -12.90  (meters)          (06/04/02) GPS OBS
 GV6130  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6130
 GV6130  HORZ ORDER  -  SECOND
 GV6130  ELLP ORDER  -  FOURTH    CLASS II
 GV6130
 GV6130.The horizontal coordinates were established by GPS observations
 GV6130.and adjusted by the National Geodetic Survey in September 1995..
 GV6130
 GV6130.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6130
 GV6130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6130
 GV6130.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6130
 GV6130.The ellipsoidal height was determined by GPS observations
 GV6130.and is referenced to NAD 83.
 GV6130
 GV6130.The geoid height was determined by GEOID03.
 GV6130
 GV6130;                    North         East     Units Scale Factor Converg.
 GV6130;SPC VA S     - 1,104,029.664 3,653,889.891   MT  0.99994722   +1 03 10.7
 GV6130;SPC VA S     - 3,622,137.32 11,987,803.75   sFT  0.99994722   +1 03 10.7
 GV6130;UTM  18      - 4,124,954.786   343,477.592   MT  0.99990180   -1 04 07.7
 GV6130
 GV6130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6130!SPC VA S     -   1.00000202  x   0.99994722  =   0.99994924
 GV6130!UTM  18      -   1.00000202  x   0.99990180  =   0.99990382
 GV6130
 GV6130                          SUPERSEDED SURVEY CONTROL
 GV6130
 GV6130  ELLIP H (09/08/95)  -12.70   (m)                       GP(       ) 4 2
 GV6130  NAD 83(1993)-  37 15 28.83868(N)    076 45 54.21725(W) AD(       ) 2
 GV6130  ELLIP H (11/14/94)  -12.85   (m)                       GP(       ) 4 2
 GV6130  NAD 83(1986)-  37 15 28.84414(N)    076 45 54.23616(W) AD(       ) 2
 GV6130  NGVD 29 (02/21/92)   22.7    (m)           74.     (f) GPS OBS        
 GV6130
 GV6130.Superseded values are not recommended for survey control.
 GV6130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6130.See file dsdata.txt to determine how the superseded data were derived.
 GV6130
 GV6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4347824955(NAD 83)
 GV6130_MARKER: DD = SURVEY DISK
 GV6130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6130_SP_SET: CONCRETE POST
 GV6130_STAMPING: STATION NO 321-REFERENCE MARK NO 3 AZ
 GV6130_MARK LOGO: VA-095
 GV6130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6130+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6130
 GV6130  HISTORY     - Date     Condition        Report By
 GV6130  HISTORY     - 1990     MONUMENTED       RSA
 GV6130  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6130  HISTORY     - 20021217 GOOD             USPSQD
 GV6130
 GV6130                          STATION DESCRIPTION
 GV6130
 GV6130'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6130'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA IN THE CITY OF
 GV6130'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6130'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED WEST ALONG
 GV6130'ROUTE 5 APPROXIMATELY 3.65 KM (2.27 MI) TO THE INTERSECTION OF ROUTE
 GV6130'615 (IRONBOUND ROAD).  TURN NORTH ONTO ROUTE 615 AND TRAVEL
 GV6130'APPROXIMATELY 0.75 KM (0.47 MI) .  THE STATION IS LOCATED WEST OF
 GV6130'ROUTE 615, NEAR A CONCRETE STORM DRAIN PIPE.  REFERENCE MARK NO. 3
 GV6130'AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .13 M (0.43 FT)
 GV6130'BELOW THE GROUND SURFACE, STAMPED STATION NO. 321 - REFERENCE MARK NO.
 GV6130'3 AZ. THE DISK IS LOCATED NORTH OF A GRAVEL DRIVEWAY, 9.24 M
 GV6130'(30.31 FT) NORTHWEST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 615,
 GV6130'9.57 M (31.40 FT) NORTHEAST OF UTILITY POLE NUMBER PG53, AND 6.55 M
 GV6130'(21.49 FT) NORTHWEST OF THE WEST END OF AN 18 INCH CONCRETE STORM
 GV6130'DRAIN PIPE.
 GV6130
 GV6130                          STATION RECOVERY (1997)
 GV6130
 GV6130'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6130'MARK NOT FOUND.
 GV6130
 GV6130                          STATION RECOVERY (2002)
 GV6130
 GV6130'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3371 ***********************************************************************
 HV3371  DESIGNATION -  321.0 USGS
 HV3371  PID         -  HV3371
 HV3371  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3371  USGS QUAD   -  BROKENBURG (1981)
 HV3371
 HV3371                         *CURRENT SURVEY CONTROL
 HV3371  ___________________________________________________________________
 HV3371* NAD 83(1986)-  38 09 42.     (N)    077 38 27.     (W)     SCALED    
 HV3371* NAVD 88     -        97.553  (meters)     320.06   (feet)  ADJUSTED  
 HV3371  ___________________________________________________________________
 HV3371  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3371  DYNAMIC HT  -          97.490 (meters)     319.85  (feet)  COMP
 HV3371  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 HV3371
 HV3371  VERT ORDER  -  SECOND    CLASS 0
 HV3371
 HV3371.The horizontal coordinates were scaled from a topographic map and have
 HV3371.an estimated accuracy of +/- 6 seconds.
 HV3371
 HV3371.The orthometric height was determined by differential leveling
 HV3371.and adjusted by the National Geodetic Survey in June 1991..
 HV3371
 HV3371.The geoid height was determined by GEOID03.
 HV3371
 HV3371.The dynamic height is computed by dividing the NAVD 88
 HV3371.geopotential number by the normal gravity value computed on the
 HV3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3371.degrees latitude (g = 980.6199 gals.).
 HV3371
 HV3371.The modeled gravity was interpolated from observed gravity values.
 HV3371
 HV3371;                    North         East    Units  Estimated Accuracy
 HV3371;SPC VA N     - 2,055,300.    3,575,290.      MT  (+/- 180 meters Scaled)
 HV3371
 HV3371                          SUPERSEDED SURVEY CONTROL
 HV3371
 HV3371  NGVD 29 (??/??/??)   97.826  (m)          320.95   (f) ADJUSTED    2 0
 HV3371
 HV3371.Superseded values are not recommended for survey control.
 HV3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3371.See file dsdata.txt to determine how the superseded data were derived.
 HV3371
 HV3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH686270(NAD 83)
 HV3371_MARKER: N = NAIL
 HV3371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3371_SP_SET: BLACK OAK TREE ROOT
 HV3371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3371
 HV3371  HISTORY     - Date     Condition        Report By
 HV3371  HISTORY     - UNK      MONUMENTED       USGS
 HV3371  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3371  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3371
 HV3371                          STATION DESCRIPTION
 HV3371
 HV3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3371'0.8 MI E FROM POST OAK.
 HV3371'0.8 MILE EAST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 HV3371'POST OAK, SPOTSYLVANIA COUNTY, 52 FEET SOUTH OF A POINT ABOUT
 HV3371'90 FEET WEST OF THE JUNCTION OF COUNTY ROAD 648, AND IN THE ROOT
 HV3371'OF A 36-INCH BLACK OAK TREE PAINTED USBM 321.0.  A UNITED STATES
 HV3371'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HV3371
 HV3371                          STATION RECOVERY (1998)
 HV3371
 HV3371'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3475 ***********************************************************************
 HV3475  DESIGNATION -  321.3 USGS
 HV3475  PID         -  HV3475
 HV3475  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3475  USGS QUAD   -  LAKE ANNA EAST (1982)
 HV3475
 HV3475                         *CURRENT SURVEY CONTROL
 HV3475  ___________________________________________________________________
 HV3475* NAD 83(1986)-  38 03 02.     (N)    077 39 44.     (W)     SCALED    
 HV3475* NAVD 88     -        97.65   (+/-2cm)     320.4    (feet)  VERTCON   
 HV3475  ___________________________________________________________________
 HV3475  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3475
 HV3475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3475
 HV3475.The horizontal coordinates were scaled from a topographic map and have
 HV3475.an estimated accuracy of +/- 6 seconds.
 HV3475
 HV3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3475.The vertical order pertains to the NGVD 29 superseded value.
 HV3475
 HV3475.The geoid height was determined by GEOID03.
 HV3475
 HV3475;                    North         East    Units  Estimated Accuracy
 HV3475;SPC VA N     - 2,042,950.    3,573,530.      MT  (+/- 180 meters Scaled)
 HV3475
 HV3475                          SUPERSEDED SURVEY CONTROL
 HV3475
 HV3475  NGVD 29 (??/??/??)   97.928  (m)          321.29   (f) ADJUSTED    2 0
 HV3475
 HV3475.Superseded values are not recommended for survey control.
 HV3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3475.See file dsdata.txt to determine how the superseded data were derived.
 HV3475
 HV3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH664147(NAD 83)
 HV3475_MARKER: N = NAIL
 HV3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3475+STABILITY: SURFACE MOTION
 HV3475
 HV3475  HISTORY     - Date     Condition        Report By
 HV3475  HISTORY     - UNK      MONUMENTED       USGS
 HV3475  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV3475  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 HV3475
 HV3475                          STATION DESCRIPTION
 HV3475
 HV3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3475'AT CHEWINGS CORNER.
 HV3475'AT CHEWINGS CORNER, SPOTSYLVANIA COUNTY, ABOUT 1.6 MILES NORTHWEST
 HV3475'OF PARTLOW, ABOUT 1.5 MILES SOUTH OF THE CHURCH AT WALLERS,
 HV3475'ABOUT 75 FEET NORTHEAST OF THE CENTER OF THE TRIANGLE AT THE
 HV3475'JUNCTION OF STATE HIGHWAY 51 AND COUNTY ROAD 622, 20 FEET EAST
 HV3475'OF THE CENTER LINE OF STATE HIGHWAY 51, AND IN THE ROOT OF A
 HV3475'12-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV3475'COPPER NAIL AND WASHER.
 HV3475
 HV3475                          STATION RECOVERY (1998)
 HV3475
 HV3475'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3593 ***********************************************************************
 GV3593  DESIGNATION -  322 JMW USGS
 GV3593  PID         -  GV3593
 GV3593  STATE/COUNTY-  VA/GOOCHLAND
 GV3593  USGS QUAD   -  GOOCHLAND (1968)
 GV3593
 GV3593                         *CURRENT SURVEY CONTROL
 GV3593  ___________________________________________________________________
 GV3593* NAD 83(1986)-  37 43 24.     (N)    077 59 16.     (W)     SCALED    
 GV3593* NAVD 88     -        97.816  (meters)     320.92   (feet)  ADJUSTED  
 GV3593  ___________________________________________________________________
 GV3593  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV3593  DYNAMIC HT  -          97.750 (meters)     320.70  (feet)  COMP
 GV3593  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 GV3593
 GV3593  VERT ORDER  -  FIRST     CLASS II
 GV3593
 GV3593.The horizontal coordinates were scaled from a topographic map and have
 GV3593.an estimated accuracy of +/- 6 seconds.
 GV3593
 GV3593.The orthometric height was determined by differential leveling
 GV3593.and adjusted by the National Geodetic Survey in June 1991..
 GV3593
 GV3593.The geoid height was determined by GEOID03.
 GV3593
 GV3593.The dynamic height is computed by dividing the NAVD 88
 GV3593.geopotential number by the normal gravity value computed on the
 GV3593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3593.degrees latitude (g = 980.6199 gals.).
 GV3593
 GV3593.The modeled gravity was interpolated from observed gravity values.
 GV3593
 GV3593;                    North         East    Units  Estimated Accuracy
 GV3593;SPC VA S     - 1,154,380.    3,545,160.      MT  (+/- 180 meters Scaled)
 GV3593
 GV3593                          SUPERSEDED SURVEY CONTROL
 GV3593
 GV3593.No superseded survey control is available for this station.
 GV3593
 GV3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG366793(NAD 83)
 GV3593_MARKER: DD = SURVEY DISK
 GV3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3593_SP_SET: CONCRETE POST
 GV3593_STAMPING: 322 JMW 1962
 GV3593_MARK LOGO: USGS  
 GV3593_PROJECTION: PROJECTING 6 CENTIMETERS
 GV3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3593+STABILITY: SURFACE MOTION
 GV3593
 GV3593  HISTORY     - Date     Condition        Report By
 GV3593  HISTORY     - 1962     MONUMENTED       USGS
 GV3593  HISTORY     - 1983     GOOD             NGS
 GV3593  HISTORY     - 19980221 GOOD             USPSQD
 GV3593  HISTORY     - 20030109 POOR             USPSQD
 GV3593  HISTORY     - 20060311 POOR             USPSQD
 GV3593
 GV3593                          STATION DESCRIPTION
 GV3593
 GV3593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3593'10.9 KM (6.75 MI) WNW FROM GOOCHLAND.
 GV3593'10.9 KM (6.75 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 6 FROM THE POST
 GV3593'OFFICE IN GOOCHLAND TO THE MARK ON THE RIGHT, AT THE FIRST POWER POLE
 GV3593'EAST OF THE JUNCTION OF COUNTY ROUTE 615 (CHAPLE HILL ROAD),
 GV3593'14.47 METERS (47.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GV3593'0.91 METER (3.0 FT) NORTH-NORTHEAST OF POWER POLE 52264.
 GV3593'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 GV3593'THE MARK IS 0.61 M BELOW HIGHWAY.
 GV3593
 GV3593                          STATION RECOVERY (1998)
 GV3593
 GV3593'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3593'RECOVERED IN GOOD CONDITION.
 GV3593
 GV3593                          STATION RECOVERY (2003)
 GV3593
 GV3593'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV3593'THE TOP OF THE MONUMENT HAS BEEN BROKEN OFF AND THE BRASS DISK IS
 GV3593'GONE.
 GV3593
 GV3593                          STATION RECOVERY (2006)
 GV3593
 GV3593'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 GV3593'2003 NOT REMAINS VALID, POLE IS GK 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6131 ***********************************************************************
 GV6131  DESIGNATION -  322 RM 3 AZ MK
 GV6131  PID         -  GV6131
 GV6131  STATE/COUNTY-  VA/JAMES CITY
 GV6131  USGS QUAD   -  NORGE (1984)
 GV6131
 GV6131                         *CURRENT SURVEY CONTROL
 GV6131  ___________________________________________________________________
 GV6131* NAD 83(1993)-  37 16 10.31419(N)    076 45 23.43766(W)     ADJUSTED  
 GV6131* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 GV6131  ___________________________________________________________________
 GV6131  X           -   1,164,218.241 (meters)                     COMP
 GV6131  Y           -  -4,946,777.524 (meters)                     COMP
 GV6131  Z           -   3,841,236.137 (meters)                     COMP
 GV6131  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV6131  ELLIP HEIGHT-          -6.47  (meters)          (06/04/02) GPS OBS
 GV6131  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV6131
 GV6131  HORZ ORDER  -  SECOND
 GV6131  ELLP ORDER  -  FOURTH    CLASS II
 GV6131
 GV6131.The horizontal coordinates were established by GPS observations
 GV6131.and adjusted by the National Geodetic Survey in September 1995..
 GV6131
 GV6131.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6131
 GV6131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6131
 GV6131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6131
 GV6131.The ellipsoidal height was determined by GPS observations
 GV6131.and is referenced to NAD 83.
 GV6131
 GV6131.The geoid height was determined by GEOID03.
 GV6131
 GV6131;                    North         East     Units Scale Factor Converg.
 GV6131;SPC VA S     - 1,105,322.002 3,654,624.411   MT  0.99994686   +1 03 29.4
 GV6131;SPC VA S     - 3,626,377.27 11,990,213.59   sFT  0.99994686   +1 03 29.4
 GV6131;UTM  18      - 4,126,218.983   344,259.422   MT  0.99989879   -1 03 50.0
 GV6131
 GV6131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6131!SPC VA S     -   1.00000102  x   0.99994686  =   0.99994788
 GV6131!UTM  18      -   1.00000102  x   0.99989879  =   0.99989981
 GV6131
 GV6131                          SUPERSEDED SURVEY CONTROL
 GV6131
 GV6131  ELLIP H (09/08/95)   -6.26   (m)                       GP(       ) 4 2
 GV6131  NAD 83(1993)-  37 16 10.31505(N)    076 45 23.44418(W) AD(       ) 2
 GV6131  ELLIP H (11/14/94)   -6.41   (m)                       GP(       ) 4 2
 GV6131  NAD 83(1986)-  37 16 10.32049(N)    076 45 23.46295(W) AD(       ) 2
 GV6131  NGVD 29 (02/21/92)   29.1    (m)           95.     (f) GPS OBS        
 GV6131
 GV6131.Superseded values are not recommended for survey control.
 GV6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6131.See file dsdata.txt to determine how the superseded data were derived.
 GV6131
 GV6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4425926219(NAD 83)
 GV6131_MARKER: DD = SURVEY DISK
 GV6131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6131_SP_SET: CONCRETE POST
 GV6131_STAMPING: STATION NO 322-REFERENCE MARK NO 3 AZ
 GV6131_MARK LOGO: VA-095
 GV6131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6131+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6131
 GV6131  HISTORY     - Date     Condition        Report By
 GV6131  HISTORY     - 1990     MONUMENTED       RSA
 GV6131  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6131
 GV6131                          STATION DESCRIPTION
 GV6131
 GV6131'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6131'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6131'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 615
 GV6131'(IRONBOUND ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED NORTH ALONG
 GV6131'ROUTE 615 APPROXIMATELY 2.0 KM (1.2 MI) , TO THE INTERSECTION OF
 GV6131'ROUTE 1470 (POWAHATAN SECONDARY ROAD).  THE STATION IS APPROXIMATELY
 GV6131'275 M (902.2 FT) NORTH OF THE INTERSECTION, NORTHWEST OF ROUTE 615,
 GV6131'NEAR A SPEED LIMIT SIGN.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK
 GV6131'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6131'SURFACE, STAMPED STATION NO. 322 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6131'IS LOCATED 6.16 M (20.21 FT) NORTHWEST OF THE CENTERLINE OF THE
 GV6131'PAVEMENT OF ROUTE 615, 13.72 M (45.01 FT) NORTHEAST OF A SPEED LIMIT
 GV6131'SIGN, AND APPROXIMATELY 19.2 M (63.0 FT) SOUTHWEST OF THE END OF A
 GV6131'GROUP OF PINE TREES.
 GV6131
 GV6131                          STATION RECOVERY (1997)
 GV6131
 GV6131'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2351 ***********************************************************************
 JV2351  DESIGNATION -  322 USGS
 JV2351  PID         -  JV2351
 JV2351  STATE/COUNTY-  VA/FAIRFAX
 JV2351  USGS QUAD   -  SENECA (1994)
 JV2351
 JV2351                         *CURRENT SURVEY CONTROL
 JV2351  ___________________________________________________________________
 JV2351* NAD 83(1986)-  39 00 30.     (N)    077 21 36.     (W)     SCALED    
 JV2351* NAVD 88     -        97.848  (meters)     321.02   (feet)  ADJUSTED  
 JV2351  ___________________________________________________________________
 JV2351  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JV2351  DYNAMIC HT  -          97.795 (meters)     320.85  (feet)  COMP
 JV2351  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 JV2351
 JV2351  VERT ORDER  -  SECOND    CLASS 0
 JV2351
 JV2351.The horizontal coordinates were scaled from a topographic map and have
 JV2351.an estimated accuracy of +/- 6 seconds.
 JV2351
 JV2351.The orthometric height was determined by differential leveling
 JV2351.and adjusted by the National Geodetic Survey in June 1991..
 JV2351
 JV2351.The geoid height was determined by GEOID03.
 JV2351
 JV2351.The dynamic height is computed by dividing the NAVD 88
 JV2351.geopotential number by the normal gravity value computed on the
 JV2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2351.degrees latitude (g = 980.6199 gals.).
 JV2351
 JV2351.The modeled gravity was interpolated from observed gravity values.
 JV2351
 JV2351;                    North         East    Units  Estimated Accuracy
 JV2351;SPC VA N     - 2,149,540.    3,598,740.      MT  (+/- 180 meters Scaled)
 JV2351
 JV2351                          SUPERSEDED SURVEY CONTROL
 JV2351
 JV2351  NGVD 29 (??/??/??)   98.069  (m)          321.75   (f) ADJUSTED    2 0
 JV2351
 JV2351.Superseded values are not recommended for survey control.
 JV2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2351.See file dsdata.txt to determine how the superseded data were derived.
 JV2351
 JV2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ956203(NAD 83)
 JV2351_MARKER: DD = SURVEY DISK
 JV2351_SETTING: 0 = UNSPECIFIED SETTING
 JV2351_SP_SET: IRON PIPE
 JV2351_STAMPING: 322
 JV2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2351
 JV2351  HISTORY     - Date     Condition        Report By
 JV2351  HISTORY     - UNK      MONUMENTED       USGS
 JV2351  HISTORY     - 1964     MARK NOT FOUND   CGS
 JV2351
 JV2351                          STATION DESCRIPTION
 JV2351
 JV2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JV2351'0.6 MI NW FROM DRANESVILLE.
 JV2351'IN FAIRFAX COUNTY, ABOUT 13.1 MILES SOUTHEAST ALONG STATE HIGHWAY
 JV2351'7 FROM THE POST OFFICE AT LEESBURG, LOUDOUN COUNTY, 0.6 MILE
 JV2351'NORTHWEST OF DRANESVILLE, 113 FEET WEST OF A DRIVEWAY LEADING
 JV2351'TO A TAVERN SOUTH OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTER
 JV2351'LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JV2351'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JV2351'322 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 JV2351'ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6132 ***********************************************************************
 GV6132  DESIGNATION -  323 RM 3 AZ MK
 GV6132  PID         -  GV6132
 GV6132  STATE/COUNTY-  VA/JAMES CITY
 GV6132  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6132
 GV6132                         *CURRENT SURVEY CONTROL
 GV6132  ___________________________________________________________________
 GV6132* NAD 83(1993)-  37 18 57.41140(N)    076 44 01.55170(W)     ADJUSTED  
 GV6132* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 GV6132  ___________________________________________________________________
 GV6132  X           -   1,165,466.407 (meters)                     COMP
 GV6132  Y           -  -4,943,279.822 (meters)                     COMP
 GV6132  Z           -   3,845,336.461 (meters)                     COMP
 GV6132  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV6132  ELLIP HEIGHT-          -2.93  (meters)          (06/04/02) GPS OBS
 GV6132  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV6132
 GV6132  HORZ ORDER  -  SECOND
 GV6132  ELLP ORDER  -  FOURTH    CLASS II
 GV6132
 GV6132.The horizontal coordinates were established by GPS observations
 GV6132.and adjusted by the National Geodetic Survey in September 1995..
 GV6132
 GV6132.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6132
 GV6132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6132
 GV6132.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6132
 GV6132.The ellipsoidal height was determined by GPS observations
 GV6132.and is referenced to NAD 83.
 GV6132
 GV6132.The geoid height was determined by GEOID03.
 GV6132
 GV6132;                    North         East     Units Scale Factor Converg.
 GV6132;SPC VA S     - 1,110,509.704 3,656,545.086   MT  0.99994580   +1 04 19.1
 GV6132;SPC VA S     - 3,643,397.25 11,996,515.00   sFT  0.99994580   +1 04 19.1
 GV6132;UTM  18      - 4,131,331.723   346,370.815   MT  0.99989074   -1 03 04.4
 GV6132
 GV6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6132!SPC VA S     -   1.00000046  x   0.99994580  =   0.99994626
 GV6132!UTM  18      -   1.00000046  x   0.99989074  =   0.99989120
 GV6132
 GV6132|---------------------------------------------------------------------|
 GV6132| PID    Reference Object                     Distance      Geod. Az  |
 GV6132|                                                           dddmmss.s |
 GV6132| GV5928 017                                 360.227 METERS 34103     |
 GV6132|---------------------------------------------------------------------|
 GV6132
 GV6132                          SUPERSEDED SURVEY CONTROL
 GV6132
 GV6132  ELLIP H (09/08/95)   -2.71   (m)                       GP(       ) 4 2
 GV6132  NAD 83(1993)-  37 18 57.41230(N)    076 44 01.55813(W) AD(       ) 2
 GV6132  ELLIP H (11/14/94)   -2.88   (m)                       GP(       ) 4 2
 GV6132  NAD 83(1986)-  37 18 57.41699(N)    076 44 01.57622(W) AD(       ) 2
 GV6132  NGVD 29 (02/21/92)   32.6    (m)          107.     (f) GPS OBS        
 GV6132
 GV6132.Superseded values are not recommended for survey control.
 GV6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6132.See file dsdata.txt to determine how the superseded data were derived.
 GV6132
 GV6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4637131332(NAD 83)
 GV6132_MARKER: DD = SURVEY DISK
 GV6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6132_SP_SET: CONCRETE POST
 GV6132_STAMPING: STATION NO 323-REFERENCE MARK NO 3 AZ
 GV6132_MARK LOGO: VA-095
 GV6132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6132+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6132
 GV6132  HISTORY     - Date     Condition        Report By
 GV6132  HISTORY     - 1990     MONUMENTED       RSA
 GV6132  HISTORY     - 19980304 GOOD             USPSQD
 GV6132  HISTORY     - 20050518 GOOD             USPSQD
 GV6132
 GV6132                          STATION DESCRIPTION
 GV6132
 GV6132'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6132'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6132'OF LIGHTFOOT.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6132'(RICHMOND ROAD) AND ROUTE 614 (CENTERVILLE ROAD), PROCEED EAST ALONG
 GV6132'U.S. 60 FOR APPROXIMATELY 3.05 KM (1.90 MI) TO THE INTERSECTION OF
 GV6132'ROUTE 658 (OLDE TOWNE ROAD).  THE STATION IS LOCATED IN THE MEDIAN OF
 GV6132'U.S.60, NORTHWEST OF THE INTERSECTION, NEAR THE SOUTHEASTERN END OF
 GV6132'THE MEDIAN STRIP.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6132'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6132'STAMPED STATION NO. 323 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6132'LOCATED IN A GRASS MEDIAN 6.46 M (21.19 FT) EAST OF THE CENTERLINE OF
 GV6132'THE EASTBOUND LANES OF U.S.60, 2.77 M (9.09 FT) NORTH OF THE NORTH
 GV6132'CURB LINE (EXTENDED) OF ROUTE 658 AND 2.50 M (8.20 FT) SOUTHEAST OF A
 GV6132'ONE WAY SIGN.
 GV6132
 GV6132                          STATION RECOVERY (1998)
 GV6132
 GV6132'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6132'RECOVERED IN GOOD CONDITION.
 GV6132
 GV6132                          STATION RECOVERY (2005)
 GV6132
 GV6132'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6132'N 37 18.957
 GV6132'W 076 44.025
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2334 ***********************************************************************
 JV2334  DESIGNATION -  3231 WSSC
 JV2334  PID         -  JV2334
 JV2334  STATE/COUNTY-  VA/LOUDOUN
 JV2334  USGS QUAD   -  SENECA (1994)
 JV2334
 JV2334                         *CURRENT SURVEY CONTROL
 JV2334  ___________________________________________________________________
 JV2334* NAD 83(1986)-  39 03 45.     (N)    077 20 38.     (W)     SCALED    
 JV2334* NAVD 88     -        58.811  (meters)     192.95   (feet)  ADJUSTED  
 JV2334  ___________________________________________________________________
 JV2334  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JV2334  DYNAMIC HT  -          58.780 (meters)     192.85  (feet)  COMP
 JV2334  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 JV2334
 JV2334  VERT ORDER  -  SECOND    CLASS 0
 JV2334
 JV2334.The horizontal coordinates were scaled from a topographic map and have
 JV2334.an estimated accuracy of +/- 6 seconds.
 JV2334
 JV2334.The orthometric height was determined by differential leveling
 JV2334.and adjusted by the National Geodetic Survey in June 1991..
 JV2334
 JV2334.The geoid height was determined by GEOID03.
 JV2334
 JV2334.The dynamic height is computed by dividing the NAVD 88
 JV2334.geopotential number by the normal gravity value computed on the
 JV2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2334.degrees latitude (g = 980.6199 gals.).
 JV2334
 JV2334.The modeled gravity was interpolated from observed gravity values.
 JV2334
 JV2334;                    North         East    Units  Estimated Accuracy
 JV2334;SPC VA N     - 2,155,570.    3,600,060.      MT  (+/- 180 meters Scaled)
 JV2334
 JV2334                          SUPERSEDED SURVEY CONTROL
 JV2334
 JV2334  NGVD 29 (??/??/??)   59.036  (m)          193.69   (f) ADJUSTED    2 0
 JV2334
 JV2334.Superseded values are not recommended for survey control.
 JV2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2334.See file dsdata.txt to determine how the superseded data were derived.
 JV2334
 JV2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ972263(NAD 83)
 JV2334_MARKER: B = BOLT
 JV2334_SETTING: 0 = UNSPECIFIED SETTING
 JV2334_SP_SET: IRON PIPE
 JV2334_STAMPING: BM 3231 WSSC
 JV2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2334
 JV2334  HISTORY     - Date     Condition        Report By
 JV2334  HISTORY     - UNK      MONUMENTED       WSSC
 JV2334  HISTORY     - 1966     GOOD             CGS
 JV2334
 JV2334                          STATION DESCRIPTION
 JV2334
 JV2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2334'4.8 MI N FROM DRANESVILLE.
 JV2334'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 602 FROM DRANESVILLE,
 JV2334'THENCE 1.4 MILES NORTH-NORTHWEST ALONG FARM ROAD TO RIGHT
 JV2334'ANGLE CURVE IN THE ROAD AT THE SOUTH BANK OF THE POTOMAC RIVER
 JV2334'OPPOSITE SENECA, MARYLAND, 8.68 FEET EAST OF A TWIN 10 INCH
 JV2334'LOCUST TREE, 11.58 FEET WEST OF AN 8 INCH LOCUST TREE, 12.59
 JV2334'FEET WEST OF 10 INCH LOCUST TREE, ABOUT 8 FEET NORTH OF THE
 JV2334'CENTERLINE OF THE EAST-WEST PORTION OF FARM ROAD, A BRASS BOLT AND
 JV2334'WASHER SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0434 ***********************************************************************
 FY0434  DESIGNATION -  324
 FY0434  PID         -  FY0434
 FY0434  STATE/COUNTY-  VA/MECKLENBURG
 FY0434  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0434
 FY0434                         *CURRENT SURVEY CONTROL
 FY0434  ___________________________________________________________________
 FY0434* NAD 83(1986)-  36 39 13.     (N)    078 32 16.     (W)     SCALED    
 FY0434* NAVD 88     -        97.826  (meters)     320.95   (feet)  ADJUSTED  
 FY0434  ___________________________________________________________________
 FY0434  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FY0434  DYNAMIC HT  -          97.752 (meters)     320.71  (feet)  COMP
 FY0434  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 FY0434
 FY0434  VERT ORDER  -  FIRST     CLASS II
 FY0434
 FY0434.The horizontal coordinates were scaled from a topographic map and have
 FY0434.an estimated accuracy of +/- 6 seconds.
 FY0434
 FY0434.The orthometric height was determined by differential leveling
 FY0434.and adjusted by the National Geodetic Survey in June 1991..
 FY0434
 FY0434.The geoid height was determined by GEOID03.
 FY0434
 FY0434.The dynamic height is computed by dividing the NAVD 88
 FY0434.geopotential number by the normal gravity value computed on the
 FY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0434.degrees latitude (g = 980.6199 gals.).
 FY0434
 FY0434.The modeled gravity was interpolated from observed gravity values.
 FY0434
 FY0434;                    North         East    Units  Estimated Accuracy
 FY0434;SPC VA S     - 1,035,540.    3,496,620.      MT  (+/- 180 meters Scaled)
 FY0434
 FY0434                          SUPERSEDED SURVEY CONTROL
 FY0434
 FY0434  NGVD 29 (??/??/92)   98.095  (m)          321.83   (f) ADJ UNCH    1 2
 FY0434
 FY0434.Superseded values are not recommended for survey control.
 FY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0434.See file dsdata.txt to determine how the superseded data were derived.
 FY0434
 FY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA200592(NAD 83)
 FY0434_MARKER: P = PIPE CAP
 FY0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0434_STAMPING: 321.758 1918
 FY0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0434
 FY0434  HISTORY     - Date     Condition        Report By
 FY0434  HISTORY     - 1918     MONUMENTED       USGS
 FY0434  HISTORY     - 1932     GOOD             NGS
 FY0434  HISTORY     - 1935     GOOD             NGS
 FY0434  HISTORY     - 20051021 MARK NOT FOUND   USPSQD
 FY0434
 FY0434                          STATION DESCRIPTION
 FY0434
 FY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0434'AT JEFFRESS.
 FY0434'AT JEFFRESS, MECKLENBURG COUNTY, ON THE SOUTHERN RAILWAY, 85
 FY0434'YARDS SOUTHWEST OF THE SOUTHWEST END OF THE STATION, 60 YARDS
 FY0434'SOUTHWEST OF MILEPOST 29, IN THE SOUTH ANGLE OF A ROAD CROSSING,
 FY0434'27.5 FEET SOUTHWEST OF A SECTION SIGN, 25.5 FEET SOUTHEAST OF
 FY0434'THE CENTERLINE OF THE DURHAM-BRANCH MAIN TRACK, 1 FOOT NORTH OF
 FY0434'A CROSSING-WARNING SIGN, AND ABOUT 3 FEET LOWER THAN THE RAIL.
 FY0434'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 321.758
 FY0434'1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 FY0434'4 INCHES ABOVE GROUND.
 FY0434
 FY0434                          STATION RECOVERY (1935)
 FY0434
 FY0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0434'RECOVERED IN GOOD CONDITION.
 FY0434
 FY0434                          STATION RECOVERY (2005)
 FY0434
 FY0434'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0434'AREA HAS BEEN REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6133 ***********************************************************************
 GV6133  DESIGNATION -  324 RM 3 AZ MK
 GV6133  PID         -  GV6133
 GV6133  STATE/COUNTY-  VA/JAMES CITY
 GV6133  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6133
 GV6133                         *CURRENT SURVEY CONTROL
 GV6133  ___________________________________________________________________
 GV6133* NAD 83(1993)-  37 17 54.20234(N)    076 44 17.75533(W)     ADJUSTED  
 GV6133* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 GV6133  ___________________________________________________________________
 GV6133  X           -   1,165,348.170 (meters)                     COMP
 GV6133  Y           -  -4,944,517.376 (meters)                     COMP
 GV6133  Z           -   3,843,783.731 (meters)                     COMP
 GV6133  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GV6133  ELLIP HEIGHT-          -7.51  (meters)          (06/04/02) GPS OBS
 GV6133  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV6133
 GV6133  HORZ ORDER  -  SECOND
 GV6133  ELLP ORDER  -  FOURTH    CLASS II
 GV6133
 GV6133.The horizontal coordinates were established by GPS observations
 GV6133.and adjusted by the National Geodetic Survey in September 1995..
 GV6133
 GV6133.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6133
 GV6133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6133
 GV6133.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6133
 GV6133.The ellipsoidal height was determined by GPS observations
 GV6133.and is referenced to NAD 83.
 GV6133
 GV6133.The geoid height was determined by GEOID03.
 GV6133
 GV6133;                    North         East     Units Scale Factor Converg.
 GV6133;SPC VA S     - 1,108,554.040 3,656,182.560   MT  0.99994613   +1 04 09.3
 GV6133;SPC VA S     - 3,636,981.05 11,995,325.62   sFT  0.99994613   +1 04 09.3
 GV6133;UTM  18      - 4,129,390.936   345,936.115   MT  0.99989239   -1 03 12.7
 GV6133
 GV6133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6133!SPC VA S     -   1.00000118  x   0.99994613  =   0.99994731
 GV6133!UTM  18      -   1.00000118  x   0.99989239  =   0.99989357
 GV6133
 GV6133:                Primary Azimuth Mark                     Grid Az
 GV6133:SPC VA S     -  0324                                     099 10 20.2
 GV6133:UTM  18      -  0324                                     101 17 42.2
 GV6133
 GV6133|---------------------------------------------------------------------|
 GV6133| PID    Reference Object                     Distance      Geod. Az  |
 GV6133|                                                           dddmmss.s |
 GV6133| GV6085 0324                                416.945 METERS 1001429.5 |
 GV6133|---------------------------------------------------------------------|
 GV6133
 GV6133                          SUPERSEDED SURVEY CONTROL
 GV6133
 GV6133  ELLIP H (09/08/95)   -7.29   (m)                       GP(       ) 4 2
 GV6133  NAD 83(1993)-  37 17 54.20322(N)    076 44 17.76175(W) AD(       ) 2
 GV6133  ELLIP H (11/14/94)   -7.46   (m)                       GP(       ) 4 2
 GV6133  NAD 83(1986)-  37 17 54.20817(N)    076 44 17.77988(W) AD(       ) 2
 GV6133  NGVD 29 (02/21/92)   28.1    (m)           92.     (f) GPS OBS        
 GV6133
 GV6133.Superseded values are not recommended for survey control.
 GV6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6133.See file dsdata.txt to determine how the superseded data were derived.
 GV6133
 GV6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4593629391(NAD 83)
 GV6133_MARKER: DD = SURVEY DISK
 GV6133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6133_SP_SET: CONCRETE POST
 GV6133_STAMPING: STATION NO 324-REFERENCE MARK NO 3 AZ
 GV6133_MARK LOGO: VA-095
 GV6133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6133+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 GV6133
 GV6133  HISTORY     - Date     Condition        Report By
 GV6133  HISTORY     - 1990     MONUMENTED       RSA
 GV6133  HISTORY     - 19980304 GOOD             USPSQD
 GV6133  HISTORY     - 20050518 GOOD             USPSQD
 GV6133
 GV6133                          STATION DESCRIPTION
 GV6133
 GV6133'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6133'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6133'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6133'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED WEST ALONG
 GV6133'ROUTE 615 APPROXIMATELY 61.0 M (200.1 FT) .  TURN NORTHWEST ONTO
 GV6133'ROUTE 612 (LONGHILL ROAD), AND CONTINUE APPROXIMATELY 1.54 KM
 GV6133'(0.96 MI) .  THE STATION IS LOCATED WEST OF THE GRAVEL ENTRANCE TO A
 GV6133'CHURCH, NORTHWEST OF ROUTE 612, NEAR A POWER POLE.  REFERENCE MARK
 GV6133'NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6133'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 324 -
 GV6133'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 8.38 M (27.49 FT)
 GV6133'NORTHWEST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 612, 11.40 M
 GV6133'(37.40 FT) NORTHEAST OF UTILITY POLE NUMBER GE51 (CHESAPEAKE AND
 GV6133'POTOMAC TELEPHONE COMPANY NUMBER 5GS), AND 6.28 M (20.60 FT)
 GV6133'SOUTHWEST OF THE ASSEMBLY GOD CHURCH SIGN.
 GV6133
 GV6133                          STATION RECOVERY (1998)
 GV6133
 GV6133'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6133'RECOVERED IN GOOD CONDITION.
 GV6133
 GV6133                          STATION RECOVERY (2005)
 GV6133
 GV6133'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6133'N 37 17.903
 GV6133'W 076 44.296
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0619 ***********************************************************************
 HW0619  DESIGNATION -  3241.0
 HW0619  PID         -  HW0619
 HW0619  STATE/COUNTY-  VA/MADISON
 HW0619  USGS QUAD   -  FLETCHER (1979)
 HW0619
 HW0619                         *CURRENT SURVEY CONTROL
 HW0619  ___________________________________________________________________
 HW0619* NAD 83(1986)-  38 28 05.     (N)    078 27 28.     (W)     SCALED    
 HW0619* NAVD 88     -       987.948  (meters)    3241.29   (feet)  ADJUSTED  
 HW0619  ___________________________________________________________________
 HW0619  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW0619  DYNAMIC HT  -         987.153 (meters)    3238.68  (feet)  COMP
 HW0619  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HW0619
 HW0619  VERT ORDER  -  SECOND    CLASS 0
 HW0619
 HW0619.The horizontal coordinates were scaled from a topographic map and have
 HW0619.an estimated accuracy of +/- 6 seconds.
 HW0619
 HW0619.The orthometric height was determined by differential leveling
 HW0619.and adjusted by the National Geodetic Survey in June 1991..
 HW0619
 HW0619.The geoid height was determined by GEOID03.
 HW0619
 HW0619.The dynamic height is computed by dividing the NAVD 88
 HW0619.geopotential number by the normal gravity value computed on the
 HW0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0619.degrees latitude (g = 980.6199 gals.).
 HW0619
 HW0619.The modeled gravity was interpolated from observed gravity values.
 HW0619
 HW0619;                    North         East    Units  Estimated Accuracy
 HW0619;SPC VA N     - 2,088,950.    3,503,690.      MT  (+/- 180 meters Scaled)
 HW0619
 HW0619                          SUPERSEDED SURVEY CONTROL
 HW0619
 HW0619  NGVD 29 (??/??/92)  988.097  (m)         3241.78   (f) ADJ UNCH    2 0
 HW0619
 HW0619.Superseded values are not recommended for survey control.
 HW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0619.See file dsdata.txt to determine how the superseded data were derived.
 HW0619
 HW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC217608(NAD 83)
 HW0619_MARKER: N = NAIL
 HW0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0619_SP_SET: TREE
 HW0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0619
 HW0619  HISTORY     - Date     Condition        Report By
 HW0619  HISTORY     - UNK      MONUMENTED       USGS
 HW0619  HISTORY     - 1935     GOOD             NGS
 HW0619
 HW0619                          STATION DESCRIPTION
 HW0619
 HW0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0619'AT BOOTENS GAP.
 HW0619'AT BOOTENS GAP, MADISON COUNTY, ON THE PAGE COUNTY LINE, 50
 HW0619'FEET NORTHEAST OF THE GREENE-MADISON COUNTY CORNER, 30 FEET
 HW0619'WEST OF THE MIDDLE OF A GRADIENT, AND IN THE NORTHWEST ROOT
 HW0619'OF A 15-INCH HICKORY TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HW0619'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1322 ***********************************************************************
 GV1322  DESIGNATION -  325 C OF R
 GV1322  PID         -  GV1322
 GV1322  STATE/COUNTY-  VA/CHESTERFIELD
 GV1322  USGS QUAD   -  RICHMOND (1994)
 GV1322
 GV1322                         *CURRENT SURVEY CONTROL
 GV1322  ___________________________________________________________________
 GV1322* NAD 83(1986)-  37 31 08.     (N)    077 29 57.     (W)     SCALED    
 GV1322* NAVD 88     -        67.708  (meters)     222.14   (feet)  ADJUSTED  
 GV1322  ___________________________________________________________________
 GV1322  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV1322  DYNAMIC HT  -          67.661 (meters)     221.98  (feet)  COMP
 GV1322  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 GV1322
 GV1322  VERT ORDER  -  SECOND    CLASS 0
 GV1322
 GV1322.The horizontal coordinates were scaled from a topographic map and have
 GV1322.an estimated accuracy of +/- 6 seconds.
 GV1322
 GV1322.The orthometric height was determined by differential leveling
 GV1322.and adjusted by the National Geodetic Survey in June 1991..
 GV1322
 GV1322.The geoid height was determined by GEOID03.
 GV1322
 GV1322.The dynamic height is computed by dividing the NAVD 88
 GV1322.geopotential number by the normal gravity value computed on the
 GV1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1322.degrees latitude (g = 980.6199 gals.).
 GV1322
 GV1322.The modeled gravity was interpolated from observed gravity values.
 GV1322
 GV1322;                    North         East    Units  Estimated Accuracy
 GV1322;SPC VA S     - 1,132,040.    3,588,470.      MT  (+/- 180 meters Scaled)
 GV1322
 GV1322                          SUPERSEDED SURVEY CONTROL
 GV1322
 GV1322  NGVD 29 (??/??/??)   68.022  (m)          223.17   (f) ADJUSTED    2 0
 GV1322
 GV1322.Superseded values are not recommended for survey control.
 GV1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1322.See file dsdata.txt to determine how the superseded data were derived.
 GV1322
 GV1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG791553(NAD 83)
 GV1322_MARKER: DD = SURVEY DISK
 GV1322_SETTING: 0 = UNSPECIFIED SETTING
 GV1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1322
 GV1322  HISTORY     - Date     Condition        Report By
 GV1322  HISTORY     - UNK      MONUMENTED       VA2060
 GV1322  HISTORY     - 1972     GOOD             NGS
 GV1322  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 GV1322  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1322
 GV1322                          STATION DESCRIPTION
 GV1322
 GV1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1322'AT RICHMOND.
 GV1322'90 FEET EAST OF THE CENTERLINE OF FAYE STREET PROJECTED, 22 FEET
 GV1322'NORTH OF THE CENTERLINE OF JAHNKE ROAD, 11.5 FEET SOUTH OF A 3.5
 GV1322'FEET OAK, 51.5 FEET SOUTHEAST OF VEPCO POLE NO. AN58, 62 FEET
 GV1322'WEST OF A 2 FEET OAK, 52.5 FEET NORTHEAST OF A TELEPHONE POLE NO.
 GV1322'2442M.
 GV1322
 GV1322                          STATION RECOVERY (2000)
 GV1322
 GV1322'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1322'MARK NOT FOUND.
 GV1322
 GV1322                          STATION RECOVERY (2004)
 GV1322
 GV1322'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6134 ***********************************************************************
 GV6134  DESIGNATION -  325 RM 3 AZ MK
 GV6134  PID         -  GV6134
 GV6134  STATE/COUNTY-  VA/JAMES CITY
 GV6134  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6134
 GV6134                         *CURRENT SURVEY CONTROL
 GV6134  ___________________________________________________________________
 GV6134* NAD 83(1993)-  37 16 50.04601(N)    076 44 14.68612(W)     ADJUSTED  
 GV6134* NAVD 88     -        36.1    (meters)     118.     (feet)  VERTCON   
 GV6134  ___________________________________________________________________
 GV6134  X           -   1,165,698.158 (meters)                     COMP
 GV6134  Y           -  -4,945,672.769 (meters)                     COMP
 GV6134  Z           -   3,842,215.212 (meters)                     COMP
 GV6134  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 GV6134  ELLIP HEIGHT-           0.79  (meters)          (06/04/02) GPS OBS
 GV6134  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 GV6134
 GV6134  HORZ ORDER  -  SECOND
 GV6134  ELLP ORDER  -  FOURTH    CLASS II
 GV6134
 GV6134.The horizontal coordinates were established by GPS observations
 GV6134.and adjusted by the National Geodetic Survey in September 1995..
 GV6134
 GV6134.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6134
 GV6134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6134
 GV6134.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6134
 GV6134.The ellipsoidal height was determined by GPS observations
 GV6134.and is referenced to NAD 83.
 GV6134
 GV6134.The geoid height was determined by GEOID03.
 GV6134
 GV6134;                    North         East     Units Scale Factor Converg.
 GV6134;SPC VA S     - 1,106,578.050 3,656,295.057   MT  0.99994655   +1 04 11.1
 GV6134;SPC VA S     - 3,630,498.15 11,995,694.70   sFT  0.99994655   +1 04 11.1
 GV6134;UTM  18      - 4,127,412.242   345,975.347   MT  0.99989224   -1 03 09.3
 GV6134
 GV6134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6134!SPC VA S     -   0.99999988  x   0.99994655  =   0.99994643
 GV6134!UTM  18      -   0.99999988  x   0.99989224  =   0.99989212
 GV6134
 GV6134                          SUPERSEDED SURVEY CONTROL
 GV6134
 GV6134  ELLIP H (09/08/95)    1.00   (m)                       GP(       ) 4 2
 GV6134  NAD 83(1993)-  37 16 50.04686(N)    076 44 14.69258(W) AD(       ) 2
 GV6134  ELLIP H (11/14/94)    0.84   (m)                       GP(       ) 4 2
 GV6134  NAD 83(1986)-  37 16 50.05208(N)    076 44 14.71103(W) AD(       ) 2
 GV6134  NGVD 29 (02/21/92)   36.4    (m)          119.     (f) GPS OBS        
 GV6134
 GV6134.Superseded values are not recommended for survey control.
 GV6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6134.See file dsdata.txt to determine how the superseded data were derived.
 GV6134
 GV6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4597527412(NAD 83)
 GV6134_MARKER: DD = SURVEY DISK
 GV6134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6134_SP_SET: CONCRETE POST
 GV6134_STAMPING: STATION NO 325-REFERENCE MARK NO 3 AZ
 GV6134_MARK LOGO: VA-095
 GV6134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6134+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6134
 GV6134  HISTORY     - Date     Condition        Report By
 GV6134  HISTORY     - 1990     MONUMENTED       RSA
 GV6134  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV6134
 GV6134                          STATION DESCRIPTION
 GV6134
 GV6134'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6134'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6134'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6134'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED SOUTHWEST
 GV6134'ALONG ROUTE 615 APPROXIMATELY 1.86 KM (1.16 MI) .  THE STATION IS
 GV6134'LOCATED NORTHEAST OF ROUTE 615, NORTHWEST OF A FORCE MAIN BOX, NEAR A
 GV6134'FIRE HYDRANT.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6134'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6134'STAMPED STATION NO. 325 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6134'LOCATED 5.24 M (17.19 FT) NORTHWEST OF THE CENTERLINE OF THE PAVEMENT
 GV6134'OF ROUTE 615, 11.00 M (36.09 FT) NORTHWEST OF A FORCE MAIN VALVE BOX,
 GV6134'33.44 M (109.71 FT) NORTH OF A TELEPHONE PEDESTAL, AND 29.75 M
 GV6134'(97.60 FT) WEST OF A FIRE HYDRANT.
 GV6134
 GV6134                          STATION RECOVERY (1998)
 GV6134
 GV6134'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0438 ***********************************************************************
 FY0438  DESIGNATION -  325.731
 FY0438  PID         -  FY0438
 FY0438  STATE/COUNTY-  VA/MECKLENBURG
 FY0438  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY0438
 FY0438                         *CURRENT SURVEY CONTROL
 FY0438  ___________________________________________________________________
 FY0438* NAD 83(1986)-  36 35 39.     (N)    078 31 41.     (W)     SCALED    
 FY0438* NAVD 88     -        99.015  (meters)     324.85   (feet)  POSTED    
 FY0438  ___________________________________________________________________
 FY0438  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FY0438  DYNAMIC HT  -          98.940 (meters)     324.61  (feet)  COMP
 FY0438  MODELED GRAV-     979,860.5   (mgal)                       NAVD 88
 FY0438
 FY0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0438
 FY0438.The horizontal coordinates were scaled from a topographic map and have
 FY0438.an estimated accuracy of +/- 6 seconds.
 FY0438
 FY0438.The orthometric height was determined by differential leveling
 FY0438.and adjusted by the National Geodetic Survey in 1992..
 FY0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0438.rate of 0.0 thru 1.0 mm/km.
 FY0438
 FY0438.The geoid height was determined by GEOID03.
 FY0438
 FY0438.The dynamic height is computed by dividing the NAVD 88
 FY0438.geopotential number by the normal gravity value computed on the
 FY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0438.degrees latitude (g = 980.6199 gals.).
 FY0438
 FY0438.The modeled gravity was interpolated from observed gravity values.
 FY0438
 FY0438;                    North         East    Units  Estimated Accuracy
 FY0438;SPC VA S     - 1,028,950.    3,497,490.      MT  (+/- 180 meters Scaled)
 FY0438
 FY0438                          SUPERSEDED SURVEY CONTROL
 FY0438
 FY0438  NGVD 29 (??/??/92)   99.306  (m)          325.81   (f) ADJ UNCH    1 2
 FY0438
 FY0438.Superseded values are not recommended for survey control.
 FY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0438.See file dsdata.txt to determine how the superseded data were derived.
 FY0438
 FY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA211526(NAD 83)
 FY0438_MARKER: P = PIPE CAP
 FY0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0438_STAMPING: 325.731
 FY0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0438
 FY0438  HISTORY     - Date     Condition        Report By
 FY0438  HISTORY     - 1905     MONUMENTED       USGS
 FY0438  HISTORY     - 1935     GOOD             NGS
 FY0438  HISTORY     - 1935     GOOD             NGS
 FY0438  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 FY0438
 FY0438                          STATION DESCRIPTION
 FY0438
 FY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0438'2.5 MI NW FROM SOUDAN.
 FY0438'ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM SOUDAN,
 FY0438'MECKLENBURG COUNTY, OPPOSITE MILEPOST 34, 33 1/2 FEET SOUTHWEST
 FY0438'OF THE CENTER LINE OF THE TRACK, AND 32 FEET NORTHEAST OF THE
 FY0438'CENTER LINE OF U.S. HIGHWAY 15.  A UNITED STATES GEOLOGICAL
 FY0438'SURVEY STANDARD CAP, STAMPED 325.731 AND RIVETED ON THE TOP OF A
 FY0438'3 1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 FY0438'NOTE-- IT WAS REPORTED IN 1932 THAT THE PIPE WAS SLIGHTLY TILTED,
 FY0438'BUT LEVELING IN THAT YEAR SHOWED NO APPRECIABLE CHANGE IN ELEVATION.
 FY0438
 FY0438                          STATION RECOVERY (1935)
 FY0438
 FY0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0438'RECOVERED IN GOOD CONDITION.
 FY0438
 FY0438                          STATION RECOVERY (2005)
 FY0438
 FY0438'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0438'ROUTE 15 HAS BEEN RELOCATED,AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0502 ***********************************************************************
 FZ0502  DESIGNATION -  326
 FZ0502  PID         -  FZ0502
 FZ0502  STATE/COUNTY-  VA/WYTHE
 FZ0502  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0502
 FZ0502                         *CURRENT SURVEY CONTROL
 FZ0502  ___________________________________________________________________
 FZ0502* NAD 83(1986)-  36 58 04.     (N)    080 59 19.     (W)     SCALED    
 FZ0502* NAVD 88     -       618.266  (meters)    2028.43   (feet)  ADJUSTED  
 FZ0502  ___________________________________________________________________
 FZ0502  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FZ0502  DYNAMIC HT  -         617.700 (meters)    2026.57  (feet)  COMP
 FZ0502  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 FZ0502
 FZ0502  VERT ORDER  -  SECOND    CLASS 0
 FZ0502
 FZ0502.The horizontal coordinates were scaled from a topographic map and have
 FZ0502.an estimated accuracy of +/- 6 seconds.
 FZ0502
 FZ0502.The orthometric height was determined by differential leveling
 FZ0502.and adjusted by the National Geodetic Survey in June 1991..
 FZ0502
 FZ0502.The geoid height was determined by GEOID03.
 FZ0502
 FZ0502.The dynamic height is computed by dividing the NAVD 88
 FZ0502.geopotential number by the normal gravity value computed on the
 FZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0502.degrees latitude (g = 980.6199 gals.).
 FZ0502
 FZ0502.The modeled gravity was interpolated from observed gravity values.
 FZ0502
 FZ0502;                    North         East    Units  Estimated Accuracy
 FZ0502;SPC VA S     - 1,073,330.    3,278,420.      MT  (+/- 180 meters Scaled)
 FZ0502
 FZ0502                          SUPERSEDED SURVEY CONTROL
 FZ0502
 FZ0502  NGVD 29 (??/??/92)  618.357  (m)         2028.73   (f) ADJ UNCH    2 0
 FZ0502
 FZ0502.Superseded values are not recommended for survey control.
 FZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0502.See file dsdata.txt to determine how the superseded data were derived.
 FZ0502
 FZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA010912(NAD 83)
 FZ0502_MARKER: DD = SURVEY DISK
 FZ0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0502_SP_SET: BRIDGE
 FZ0502_STAMPING: 326
 FZ0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0502
 FZ0502  HISTORY     - Date     Condition        Report By
 FZ0502  HISTORY     - UNK      MONUMENTED       CGS
 FZ0502  HISTORY     - 1934     GOOD             NGS
 FZ0502
 FZ0502                          STATION DESCRIPTION
 FZ0502
 FZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0502'2.4 MI W FROM MAX MEADOWS.
 FZ0502'ON THE MAIN LINE OF THE NORFOLK AND WESTERN RR, 21 RAILS E OF
 FZ0502'MILE POST N331, 6 FEET N OF NORTH RAIL, ONE FOOT BELOW BASE OF
 FZ0502'RAIL ON N END OF W ABUTMENT OF RAILWAY BRIDGE NO. 278 OVER SMALL
 FZ0502'STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1410 ***********************************************************************
 FX1410  DESIGNATION -  326
 FX1410  PID         -  FX1410
 FX1410  STATE/COUNTY-  VA/BRUNSWICK
 FX1410  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1410
 FX1410                         *CURRENT SURVEY CONTROL
 FX1410  ___________________________________________________________________
 FX1410* NAD 83(1986)-  36 49 58.     (N)    077 46 23.     (W)     SCALED    
 FX1410* NAVD 88     -        99.148  (meters)     325.29   (feet)  POSTED    
 FX1410  ___________________________________________________________________
 FX1410  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FX1410  DYNAMIC HT  -          99.070 (meters)     325.03  (feet)  COMP
 FX1410  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 FX1410
 FX1410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1410
 FX1410.The horizontal coordinates were scaled from a topographic map and have
 FX1410.an estimated accuracy of +/- 6 seconds.
 FX1410
 FX1410.The orthometric height was determined by differential leveling
 FX1410.and adjusted by the National Geodetic Survey in 1992..
 FX1410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1410.rate of 0.0 thru 1.0 mm/km.
 FX1410
 FX1410.The geoid height was determined by GEOID03.
 FX1410
 FX1410.The dynamic height is computed by dividing the NAVD 88
 FX1410.geopotential number by the normal gravity value computed on the
 FX1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1410.degrees latitude (g = 980.6199 gals.).
 FX1410
 FX1410.The modeled gravity was interpolated from observed gravity values.
 FX1410
 FX1410;                    North         East    Units  Estimated Accuracy
 FX1410;SPC VA S     - 1,055,680.    3,564,850.      MT  (+/- 180 meters Scaled)
 FX1410
 FX1410                          SUPERSEDED SURVEY CONTROL
 FX1410
 FX1410  NGVD 29 (??/??/92)   99.475  (m)          326.36   (f) ADJ UNCH    2 0
 FX1410
 FX1410.Superseded values are not recommended for survey control.
 FX1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1410.See file dsdata.txt to determine how the superseded data were derived.
 FX1410
 FX1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF526799(NAD 83)
 FX1410_MARKER: P = PIPE CAP
 FX1410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1410_STAMPING: 326.377 1918
 FX1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1410
 FX1410  HISTORY     - Date     Condition        Report By
 FX1410  HISTORY     - 1918     MONUMENTED       USGS
 FX1410  HISTORY     - 1942     POOR             NGS
 FX1410  HISTORY     - 1965     GOOD             NGS
 FX1410  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1410
 FX1410                          STATION DESCRIPTION
 FX1410
 FX1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1410'0.9 MI E FROM DOLPHIN.
 FX1410'0.9 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 FX1410'DOLPHIN, BRUNSWICK COUNTY, 565 FEET WEST OF MILEPOST 91, 50-1/2
 FX1410'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE SECONDARY
 FX1410'ROAD 636, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 41 FEET
 FX1410'WEST OF A POWERLINE POLE, 41-1/2 FEET SOUTH OF THE CENTERLINE OF
 FX1410'THE MAIN TRACK, 2 FEET HIGHER THAN THE TRACK, AND RIVETED ON
 FX1410'THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 12 INCHES ABOVE
 FX1410'GROUND.  NOTE-- IT HAS BEEN REPORTED THAT THE MARK WAS FOUND TO
 FX1410'BE LOOSE SO THAT IT COULD BE MOVED FROM SIDE TO SIDE.  IT SHOULD
 FX1410'BE USED WITH CAUTION.
 FX1410
 FX1410                          STATION RECOVERY (1965)
 FX1410
 FX1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1410'RECOVERED IN GOOD CONDITION.
 FX1410
 FX1410                          STATION RECOVERY (2001)
 FX1410
 FX1410'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1700 ***********************************************************************
 HV1700  DESIGNATION -  326 PBPP
 HV1700  PID         -  HV1700
 HV1700  STATE/COUNTY-  VA/ARLINGTON
 HV1700  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1700
 HV1700                         *CURRENT SURVEY CONTROL
 HV1700  ___________________________________________________________________
 HV1700* NAD 83(1986)-  38 53 55.     (N)    077 04 01.     (W)     SCALED    
 HV1700* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 HV1700  ___________________________________________________________________
 HV1700  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV1700
 HV1700  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1700
 HV1700.The horizontal coordinates were scaled from a topographic map and have
 HV1700.an estimated accuracy of +/- 6 seconds.
 HV1700
 HV1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1700.The vertical order pertains to the NGVD 29 superseded value.
 HV1700
 HV1700.The geoid height was determined by GEOID03.
 HV1700
 HV1700;                    North         East    Units  Estimated Accuracy
 HV1700;SPC VA N     - 2,137,720.    3,624,310.      MT  (+/- 180 meters Scaled)
 HV1700
 HV1700                          SUPERSEDED SURVEY CONTROL
 HV1700
 HV1700  NGVD 29 (??/??/??)    1.072  (m)            3.52   (f) ADJUSTED    1 2
 HV1700
 HV1700.Superseded values are not recommended for survey control.
 HV1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1700.See file dsdata.txt to determine how the superseded data were derived.
 HV1700
 HV1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ207075(NAD 83)
 HV1700_MARKER: DD = SURVEY DISK
 HV1700_SETTING: 66 = SET IN ROCK OUTCROP
 HV1700_SP_SET: ROCK OUTCROP
 HV1700_STAMPING: 326 1932
 HV1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV1700+STABILITY: POSITION/ELEVATION WELL
 HV1700
 HV1700  HISTORY     - Date     Condition        Report By
 HV1700  HISTORY     - 1932     MONUMENTED       PBPP
 HV1700  HISTORY     - 1935     GOOD             CGS
 HV1700  HISTORY     - 1946     GOOD             CGS
 HV1700
 HV1700                          STATION DESCRIPTION
 HV1700
 HV1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV1700'AT ANALOSTAN ISLAND.
 HV1700'SET IN TOP OF LARGE ROCK OUTCROP WHICH IS ON THE RIVER EDGE AND WE
 HV1700'SIDE OF ANALOSTAN ISLAND, APPROX. 300 FT SOUTH FROM THE NORTHWEST
 HV1700'POINT OF THE ISLAND, 130 FT SOUTH FROM THE RUINS OF OLD CAUSEWAY
 HV1700'RUNNING EAST AND WEST BETWEEN THE ISLAND AND ROSSLYN, VA.
 HV1700
 HV1700                          STATION RECOVERY (1946)
 HV1700
 HV1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6135 ***********************************************************************
 GV6135  DESIGNATION -  326 RM 3 AZ MK
 GV6135  PID         -  GV6135
 GV6135  STATE/COUNTY-  VA/JAMES CITY
 GV6135  USGS QUAD   -  YORKTOWN (1994)
 GV6135
 GV6135                         *CURRENT SURVEY CONTROL
 GV6135  ___________________________________________________________________
 GV6135* NAD 83(1993)-  37 12 22.14094(N)    076 36 32.15182(W)     ADJUSTED  
 GV6135* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 GV6135  ___________________________________________________________________
 GV6135  X           -   1,177,939.919 (meters)                     COMP
 GV6135  Y           -  -4,947,895.265 (meters)                     COMP
 GV6135  Z           -   3,835,629.780 (meters)                     COMP
 GV6135  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV6135  ELLIP HEIGHT-         -16.75  (meters)          (06/04/02) GPS OBS
 GV6135  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 GV6135
 GV6135  HORZ ORDER  -  SECOND
 GV6135  ELLP ORDER  -  FOURTH    CLASS II
 GV6135
 GV6135.The horizontal coordinates were established by GPS observations
 GV6135.and adjusted by the National Geodetic Survey in September 1995..
 GV6135
 GV6135.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6135
 GV6135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6135
 GV6135.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6135
 GV6135.The ellipsoidal height was determined by GPS observations
 GV6135.and is referenced to NAD 83.
 GV6135
 GV6135.The geoid height was determined by GEOID03.
 GV6135
 GV6135;                    North         East     Units Scale Factor Converg.
 GV6135;SPC VA S     - 1,098,541.523 3,667,851.956   MT  0.99994935   +1 08 51.9
 GV6135;SPC VA S     - 3,604,131.65 12,033,610.96   sFT  0.99994935   +1 08 51.9
 GV6135;UTM  18      - 4,118,954.038   357,225.956   MT  0.99985111   -0 58 23.0
 GV6135
 GV6135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6135!SPC VA S     -   1.00000263  x   0.99994935  =   0.99995198
 GV6135!UTM  18      -   1.00000263  x   0.99985111  =   0.99985374
 GV6135
 GV6135:                Primary Azimuth Mark                     Grid Az
 GV6135:SPC VA S     -  0350                                     095 57 07.5
 GV6135:UTM  18      -  0350                                     098 04 22.4
 GV6135
 GV6135|---------------------------------------------------------------------|
 GV6135| PID    Reference Object                     Distance      Geod. Az  |
 GV6135|                                                           dddmmss.s |
 GV6135| GV6112 0350                                403.811 METERS 0970559.4 |
 GV6135|---------------------------------------------------------------------|
 GV6135
 GV6135                          SUPERSEDED SURVEY CONTROL
 GV6135
 GV6135  ELLIP H (09/08/95)  -16.56   (m)                       GP(       ) 4 2
 GV6135  NAD 83(1986)-  37 12 22.14903(N)    076 36 32.17984(W) AD(       ) 2
 GV6135  NGVD 29 (02/21/92)   19.2    (m)           63.     (f) GPS OBS        
 GV6135
 GV6135.Superseded values are not recommended for survey control.
 GV6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6135.See file dsdata.txt to determine how the superseded data were derived.
 GV6135
 GV6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5722618954(NAD 83)
 GV6135_MARKER: DD = SURVEY DISK
 GV6135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6135_SP_SET: CONCRETE POST
 GV6135_STAMPING: STATION NO 326-REFERENCE MARK NO 3 AZ
 GV6135_MARK LOGO: VA-095
 GV6135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6135+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6135
 GV6135  HISTORY     - Date     Condition        Report By
 GV6135  HISTORY     - 1990     MONUMENTED       RSA
 GV6135  HISTORY     - 19980110 GOOD             USPSQD
 GV6135  HISTORY     - 20030206 GOOD             USPSQD
 GV6135
 GV6135                          STATION DESCRIPTION
 GV6135
 GV6135'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6135'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6135'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6135'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6135'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 4.34 KM (2.70 MI)
 GV6135'TO THE INTERSECTION OF ROUTE 1305 (BADISCHE ENTRANCE ROAD) AND U.S.60.
 GV6135'TURN SOUTH ONTO ROUTE 1305.  THE STATION IS LOCATED EAST OF ROUTE
 GV6135'1305 NEAR A SET OF RAILROAD TRACKS AND A RAILROAD SWITCH
 GV6135'BOX.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6135'APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6135'STATION NO. 326 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 19.81
 GV6135'M (64.99 FT) EAST OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 1305,
 GV6135'4.33 M (14.21 FT) EAST OF THE RAILROAD TRACKS, 14.69 M (48.20 FT)
 GV6135'NORTHWEST OF A POWER BOX, AND 8.20 M (26.90 FT) NORTHEAST OF UTILITY
 GV6135'POLE NUMBER JN51.
 GV6135
 GV6135                          STATION RECOVERY (1998)
 GV6135
 GV6135'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6135'RECOVERED IN GOOD CONDITION.
 GV6135
 GV6135                          STATION RECOVERY (2003)
 GV6135
 GV6135'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6135'MODIFICATION=SHOULD READ NORTH OF A POWER BOX AND 8.20 M (26.90 FT)
 GV6135'EAST OF UTILITY POLE JN51.
 GV6135' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1699 ***********************************************************************
 HV1699  DESIGNATION -  327 PBPP
 HV1699  PID         -  HV1699
 HV1699  STATE/COUNTY-  VA/ARLINGTON
 HV1699  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1699
 HV1699                         *CURRENT SURVEY CONTROL
 HV1699  ___________________________________________________________________
 HV1699* NAD 83(1986)-  38 53 28.     (N)    077 03 44.     (W)     SCALED    
 HV1699* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 HV1699  ___________________________________________________________________
 HV1699  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV1699
 HV1699  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1699
 HV1699.The horizontal coordinates were scaled from a topographic map and have
 HV1699.an estimated accuracy of +/- 6 seconds.
 HV1699
 HV1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1699.The vertical order pertains to the NGVD 29 superseded value.
 HV1699
 HV1699.The geoid height was determined by GEOID03.
 HV1699
 HV1699;                    North         East    Units  Estimated Accuracy
 HV1699;SPC VA N     - 2,136,890.    3,624,730.      MT  (+/- 180 meters Scaled)
 HV1699
 HV1699                          SUPERSEDED SURVEY CONTROL
 HV1699
 HV1699  NGVD 29 (??/??/??)    2.146  (m)            7.04   (f) ADJUSTED    1 2
 HV1699
 HV1699.Superseded values are not recommended for survey control.
 HV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1699.See file dsdata.txt to determine how the superseded data were derived.
 HV1699
 HV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ211067(NAD 83)
 HV1699_MARKER: DD = SURVEY DISK
 HV1699_SETTING: 66 = SET IN ROCK OUTCROP
 HV1699_SP_SET: ROCK OUTCROP
 HV1699_STAMPING: 327 1932
 HV1699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV1699+STABILITY: POSITION/ELEVATION WELL
 HV1699
 HV1699  HISTORY     - Date     Condition        Report By
 HV1699  HISTORY     - 1932     MONUMENTED       PBPP
 HV1699  HISTORY     - 1935     GOOD             CGS
 HV1699  HISTORY     - 1946     GOOD             CGS
 HV1699
 HV1699                          STATION DESCRIPTION
 HV1699
 HV1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV1699'AT ANALOSTAN ISLAND.
 HV1699'SET IN TOP OF LARGE ROCK OUTCROP WHICH IS ON THE WEST SIDE
 HV1699'OF ANALOSTAN ISLAND AND FACING LITTLE RIVER, APPROX. 350 FT
 HV1699'NORTH FROM THE NORTH END OF COLUMBIA ISLAND, 150 FT SOUTH FROM
 HV1699'LINE OF PILING WHICH ARE THE REMAINS OF OLD CAUSEWAY CONNECTING
 HV1699'THE ISLAND WITH THE VIRGINIA SHORE.
 HV1699
 HV1699                          STATION RECOVERY (1946)
 HV1699
 HV1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6136 ***********************************************************************
 GV6136  DESIGNATION -  327 RM 3 AZ MK
 GV6136  PID         -  GV6136
 GV6136  STATE/COUNTY-  VA/JAMES CITY
 GV6136  USGS QUAD   -  HOG ISLAND (1984)
 GV6136
 GV6136                         *CURRENT SURVEY CONTROL
 GV6136  ___________________________________________________________________
 GV6136* NAD 83(1993)-  37 13 09.54542(N)    076 37 30.28248(W)     ADJUSTED  
 GV6136* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 GV6136  ___________________________________________________________________
 GV6136  X           -   1,176,341.070 (meters)                     COMP
 GV6136  Y           -  -4,947,367.562 (meters)                     COMP
 GV6136  Z           -   3,836,793.911 (meters)                     COMP
 GV6136  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 GV6136  ELLIP HEIGHT-         -16.28  (meters)          (06/04/02) GPS OBS
 GV6136  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 GV6136
 GV6136  HORZ ORDER  -  SECOND
 GV6136  ELLP ORDER  -  FOURTH    CLASS II
 GV6136
 GV6136.The horizontal coordinates were established by GPS observations
 GV6136.and adjusted by the National Geodetic Survey in September 1995..
 GV6136
 GV6136.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6136
 GV6136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6136
 GV6136.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6136
 GV6136.The ellipsoidal height was determined by GPS observations
 GV6136.and is referenced to NAD 83.
 GV6136
 GV6136.The geoid height was determined by GEOID03.
 GV6136
 GV6136;                    North         East     Units Scale Factor Converg.
 GV6136;SPC VA S     - 1,099,973.968 3,666,389.875   MT  0.99994873   +1 08 16.6
 GV6136;SPC VA S     - 3,608,831.26 12,028,814.11   sFT  0.99994873   +1 08 16.6
 GV6136;UTM  18      - 4,120,439.470   355,818.024   MT  0.99985608   -0 58 59.3
 GV6136
 GV6136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6136!SPC VA S     -   1.00000255  x   0.99994873  =   0.99995128
 GV6136!UTM  18      -   1.00000255  x   0.99985608  =   0.99985863
 GV6136
 GV6136                          SUPERSEDED SURVEY CONTROL
 GV6136
 GV6136  ELLIP H (09/08/95)  -16.09   (m)                       GP(       ) 4 2
 GV6136  NAD 83(1986)-  37 13 09.55324(N)    076 37 30.30993(W) AD(       ) 2
 GV6136  NGVD 29 (02/21/92)   19.6    (m)           64.     (f) GPS OBS        
 GV6136
 GV6136.Superseded values are not recommended for survey control.
 GV6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6136.See file dsdata.txt to determine how the superseded data were derived.
 GV6136
 GV6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5581820439(NAD 83)
 GV6136_MARKER: DD = SURVEY DISK
 GV6136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6136_SP_SET: CONCRETE POST
 GV6136_STAMPING: STATION NO 327-REFERENCE MARK NO 3 AZ
 GV6136_MARK LOGO: VA-095
 GV6136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6136+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6136
 GV6136  HISTORY     - Date     Condition        Report By
 GV6136  HISTORY     - 1990     MONUMENTED       RSA
 GV6136  HISTORY     - 19980110 GOOD             USPSQD
 GV6136  HISTORY     - 20030206 GOOD             USPSQD
 GV6136
 GV6136                          STATION DESCRIPTION
 GV6136
 GV6136'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6136'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6136'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6136'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6136'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 6.37 KM (3.96 MI)
 GV6136'.  THE STATION IS LOCATED IN FRONT OF RESIDENCE NUMBER 8701, WEST OF
 GV6136'U.S.60.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6136'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6136'STATION NO. 327 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 7.47 M
 GV6136'(24.51 FT) SOUTHWEST OF THE CENTERLINE OF THE PAVEMENT OF THE EAST
 GV6136'BOUND LANES OF U.S.60 IN FRONT OF RESIDENCE NUMBER 8701, AND 9.08 M
 GV6136'(29.79 FT) NORTHWEST OF UTILITY POLE NUMBER FL79.
 GV6136
 GV6136                          STATION RECOVERY (1998)
 GV6136
 GV6136'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6136'RECOVERED IN GOOD CONDITION.
 GV6136
 GV6136                          STATION RECOVERY (2003)
 GV6136
 GV6136'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6136'MODIFY=UTILITY POLE IS NOW 38
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0395 ***********************************************************************
 HW0395  DESIGNATION -  327.75 SOURR
 HW0395  PID         -  HW0395
 HW0395  STATE/COUNTY-  VA/CULPEPER
 HW0395  USGS QUAD   -  CULPEPER WEST (1979)
 HW0395
 HW0395                         *CURRENT SURVEY CONTROL
 HW0395  ___________________________________________________________________
 HW0395* NAD 83(1986)-  38 23 13.     (N)    078 01 21.     (W)     SCALED    
 HW0395* NAVD 88     -        99.713  (meters)     327.14   (feet)  ADJUSTED  
 HW0395  ___________________________________________________________________
 HW0395  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HW0395  DYNAMIC HT  -          99.652 (meters)     326.94  (feet)  COMP
 HW0395  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 HW0395
 HW0395  VERT ORDER  -  SECOND    CLASS 0
 HW0395
 HW0395.The horizontal coordinates were scaled from a topographic map and have
 HW0395.an estimated accuracy of +/- 6 seconds.
 HW0395
 HW0395.The orthometric height was determined by differential leveling
 HW0395.and adjusted by the National Geodetic Survey in June 1991..
 HW0395
 HW0395.The geoid height was determined by GEOID03.
 HW0395
 HW0395.The dynamic height is computed by dividing the NAVD 88
 HW0395.geopotential number by the normal gravity value computed on the
 HW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0395.degrees latitude (g = 980.6199 gals.).
 HW0395
 HW0395.The modeled gravity was interpolated from observed gravity values.
 HW0395
 HW0395;                    North         East    Units  Estimated Accuracy
 HW0395;SPC VA N     - 2,080,060.    3,541,720.      MT  (+/- 180 meters Scaled)
 HW0395
 HW0395                          SUPERSEDED SURVEY CONTROL
 HW0395
 HW0395  NGVD 29 (??/??/92)   99.963  (m)          327.96   (f) ADJ UNCH    2 0
 HW0395
 HW0395.Superseded values are not recommended for survey control.
 HW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0395.See file dsdata.txt to determine how the superseded data were derived.
 HW0395
 HW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC600529(NAD 83)
 HW0395_MARKER: Q = CHISELED SQUARE
 HW0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0395_SP_SET: BRIDGE
 HW0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0395
 HW0395  HISTORY     - Date     Condition        Report By
 HW0395  HISTORY     - UNK      MONUMENTED       SOURR
 HW0395  HISTORY     - 1934     GOOD             NGS
 HW0395  HISTORY     - 1935     MARK NOT FOUND   NGS
 HW0395  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0395  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HW0395
 HW0395                          STATION DESCRIPTION
 HW0395
 HW0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0395'0.8 MI N FROM MITCHELL.
 HW0395'0.8 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HW0395'MITCHELL, CULPEPER COUNTY, AT BRIDGE 73.6 OVER CEDAR RUN, ON THE
 HW0395'TOP OF THE NORTH ABUTMENT, BETWEEN THE TRACKS, AND ABOUT 1 FOOT
 HW0395'LOWER THAN THE RAIL.  A CHISELED SQUARE.
 HW0395
 HW0395                          STATION RECOVERY (1935)
 HW0395
 HW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW0395'MARK NOT FOUND.
 HW0395
 HW0395                          STATION RECOVERY (1984)
 HW0395
 HW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0395'NOT RECOVERED, A RAILROAD TIE HAS BEEN PLACED ON TOP OF THE NORTH
 HW0395'ABUTMENT BETWEEN THE TRACKS, MARK SHOULD BE CONSIDERED DESTROYED.
 HW0395
 HW0395                          STATION RECOVERY (2001)
 HW0395
 HW0395'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6137 ***********************************************************************
 GV6137  DESIGNATION -  328 RM 3 AZ MK
 GV6137  PID         -  GV6137
 GV6137  STATE/COUNTY-  VA/JAMES CITY
 GV6137  USGS QUAD   -  HOG ISLAND (1984)
 GV6137
 GV6137                         *CURRENT SURVEY CONTROL
 GV6137  ___________________________________________________________________
 GV6137* NAD 83(1993)-  37 14 22.33490(N)    076 38 52.03357(W)     ADJUSTED  
 GV6137* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 GV6137  ___________________________________________________________________
 GV6137  X           -   1,174,068.077 (meters)                     COMP
 GV6137  Y           -  -4,946,518.655 (meters)                     COMP
 GV6137  Z           -   3,838,585.427 (meters)                     COMP
 GV6137  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GV6137  ELLIP HEIGHT-          -8.31  (meters)          (06/04/02) GPS OBS
 GV6137  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 GV6137
 GV6137  HORZ ORDER  -  SECOND
 GV6137  ELLP ORDER  -  FOURTH    CLASS II
 GV6137
 GV6137.The horizontal coordinates were established by GPS observations
 GV6137.and adjusted by the National Geodetic Survey in September 1995..
 GV6137
 GV6137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6137
 GV6137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6137
 GV6137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6137
 GV6137.The ellipsoidal height was determined by GPS observations
 GV6137.and is referenced to NAD 83.
 GV6137
 GV6137.The geoid height was determined by GEOID03.
 GV6137
 GV6137;                    North         East     Units Scale Factor Converg.
 GV6137;SPC VA S     - 1,102,177.615 3,664,330.835   MT  0.99994788   +1 07 27.0
 GV6137;SPC VA S     - 3,616,061.06 12,022,058.75   sFT  0.99994788   +1 07 27.0
 GV6137;UTM  18      - 4,122,717.620   353,842.138   MT  0.99986315   -0 59 50.4
 GV6137
 GV6137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6137!SPC VA S     -   1.00000130  x   0.99994788  =   0.99994918
 GV6137!UTM  18      -   1.00000130  x   0.99986315  =   0.99986445
 GV6137
 GV6137:                Primary Azimuth Mark                     Grid Az
 GV6137:SPC VA S     -  039                                      323 26 25.7
 GV6137:UTM  18      -  039                                      325 33 43.1
 GV6137
 GV6137|---------------------------------------------------------------------|
 GV6137| PID    Reference Object                     Distance      Geod. Az  |
 GV6137|                                                           dddmmss.s |
 GV6137| GV5949 039                                 APPROX. 0.5 KM 3243352.7 |
 GV6137|---------------------------------------------------------------------|
 GV6137
 GV6137                          SUPERSEDED SURVEY CONTROL
 GV6137
 GV6137  ELLIP H (09/08/95)   -8.12   (m)                       GP(       ) 4 2
 GV6137  NAD 83(1993)-  37 14 22.33626(N)    076 38 52.04043(W) AD(       ) 2
 GV6137  NAD 83(1986)-  37 14 22.34230(N)    076 38 52.06035(W) AD(       ) 2
 GV6137  NGVD 29 (02/21/92)   27.5    (m)           90.     (f) GPS OBS        
 GV6137
 GV6137.Superseded values are not recommended for survey control.
 GV6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6137.See file dsdata.txt to determine how the superseded data were derived.
 GV6137
 GV6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5384222718(NAD 83)
 GV6137_MARKER: DD = SURVEY DISK
 GV6137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6137_SP_SET: CONCRETE POST
 GV6137_STAMPING: STATION NO 328-REFERENCE MARK NO 3 AZ
 GV6137_MARK LOGO: VA-095
 GV6137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6137+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6137
 GV6137  HISTORY     - Date     Condition        Report By
 GV6137  HISTORY     - 1990     MONUMENTED       RSA
 GV6137  HISTORY     - 19980110 GOOD             USPSQD
 GV6137  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6137
 GV6137                          STATION DESCRIPTION
 GV6137
 GV6137'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6137'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6137'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6137'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6137'ALONG U.S. 60 FOR 1.71 KM (1.06 MI) .  THE STATION IS LOCATED IN THE
 GV6137'MEDIAN OF U.S.60, JUST NORTHWEST OF AN EAST-WEST
 GV6137'CROSSOVER.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6137'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6137'STATION NO. 328 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 6.61 M
 GV6137'(21.69 FT) NORTH OF THE CENTERLINE OF THE PAVEMENT OF THE EASTBOUND
 GV6137'LANES OF U.S.60, 12.45 M (40.85 FT) SOUTH OF THE CENTERLINE OF THE
 GV6137'PAVEMENT OF THE WESTBOUND LANES OF U.S.60, 11.80 M (38.71 FT) WEST OF
 GV6137'THE CENTERLINE OF THE PAVEMENT OF A MEDIAN CROSSOVER, AND 7.80 M
 GV6137'(25.59 FT) EAST OF A NO LEFT TURN SIGN.
 GV6137
 GV6137                          STATION RECOVERY (1998)
 GV6137
 GV6137'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6137'RECOVERED IN GOOD CONDITION.
 GV6137
 GV6137                          STATION RECOVERY (2003)
 GV6137
 GV6137'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6138 ***********************************************************************
 GV6138  DESIGNATION -  329 RM 3 AZ MK
 GV6138  PID         -  GV6138
 GV6138  STATE/COUNTY-  VA/JAMES CITY
 GV6138  USGS QUAD   -  HOG ISLAND (1984)
 GV6138
 GV6138                         *CURRENT SURVEY CONTROL
 GV6138  ___________________________________________________________________
 GV6138* NAD 83(1993)-  37 14 54.66732(N)    076 40 08.39087(W)     ADJUSTED  
 GV6138* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 GV6138  ___________________________________________________________________
 GV6138  X           -   1,172,097.310 (meters)                     COMP
 GV6138  Y           -  -4,946,364.110 (meters)                     COMP
 GV6138  Z           -   3,839,377.468 (meters)                     COMP
 GV6138  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV6138  ELLIP HEIGHT-         -10.69  (meters)          (06/04/02) GPS OBS
 GV6138  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV6138
 GV6138  HORZ ORDER  -  SECOND
 GV6138  ELLP ORDER  -  FOURTH    CLASS II
 GV6138
 GV6138.The horizontal coordinates were established by GPS observations
 GV6138.and adjusted by the National Geodetic Survey in September 1995..
 GV6138
 GV6138.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6138
 GV6138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6138
 GV6138.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6138
 GV6138.The ellipsoidal height was determined by GPS observations
 GV6138.and is referenced to NAD 83.
 GV6138
 GV6138.The geoid height was determined by GEOID03.
 GV6138
 GV6138;                    North         East     Units Scale Factor Converg.
 GV6138;SPC VA S     - 1,103,137.422 3,662,429.930   MT  0.99994755   +1 06 40.6
 GV6138;SPC VA S     - 3,619,210.03 12,015,822.20   sFT  0.99994755   +1 06 40.6
 GV6138;UTM  18      - 4,123,747.057   351,978.220   MT  0.99986990   -1 00 37.4
 GV6138
 GV6138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6138!SPC VA S     -   1.00000168  x   0.99994755  =   0.99994923
 GV6138!UTM  18      -   1.00000168  x   0.99986990  =   0.99987158
 GV6138
 GV6138                          SUPERSEDED SURVEY CONTROL
 GV6138
 GV6138  ELLIP H (09/08/95)  -10.49   (m)                       GP(       ) 4 2
 GV6138  NAD 83(1993)-  37 14 54.66868(N)    076 40 08.39770(W) AD(       ) 2
 GV6138  NAD 83(1986)-  37 14 54.67443(N)    076 40 08.41728(W) AD(       ) 2
 GV6138  NGVD 29 (02/21/92)   25.1    (m)           82.     (f) GPS OBS        
 GV6138
 GV6138.Superseded values are not recommended for survey control.
 GV6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6138.See file dsdata.txt to determine how the superseded data were derived.
 GV6138
 GV6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5197823747(NAD 83)
 GV6138_MARKER: DD = SURVEY DISK
 GV6138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6138_SP_SET: CONCRETE POST
 GV6138_STAMPING: STATION NO 329-REFERENCE MARK NO 3 AZ
 GV6138_MARK LOGO: VA-095
 GV6138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6138+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6138
 GV6138  HISTORY     - Date     Condition        Report By
 GV6138  HISTORY     - 1990     MONUMENTED       RSA
 GV6138  HISTORY     - 19971112 GOOD             USPSQD
 GV6138  HISTORY     - 20030206 GOOD             USPSQD
 GV6138
 GV6138                          STATION DESCRIPTION
 GV6138
 GV6138'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6138'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6138'WILLIAMSBURG.  TO REACH THE STATION FROM THE INTERCHANGE OF
 GV6138'INTERSTATE 64 AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHWEST ALONG
 GV6138'ROUTE 199 2.16 KM (1.34 MI) .  THE STATION IS LOCATED NORTH OF THE
 GV6138'EASTBOUND LANES OF ROUTE 199 NEAR A CONCRETE SWALE A ND A DROP
 GV6138'INLET.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6138'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6138'STATION NO. 329 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 6.71 M
 GV6138'(22.01 FT) NORTHWESTOF THE CENTERLINE OF THE PAVEMENT OF THE
 GV6138'EASTBOUND LANES OF ROUTE 199, 1.46 M (4.79 FT) SOUTHEAST OF A 30 INCH
 GV6138'CONCRETE SWALE IN THE MEDIAN, AND 10.30 M (33.79 FT) WEST OF A DROP
 GV6138'INLET.
 GV6138
 GV6138                          STATION RECOVERY (1997)
 GV6138
 GV6138'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6138'RECOVERED IN GOOD CONDITION.
 GV6138
 GV6138                          STATION RECOVERY (2003)
 GV6138
 GV6138'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0563 ***********************************************************************
 FY0563  DESIGNATION -  33
 FY0563  PID         -  FY0563
 FY0563  STATE/COUNTY-  VA/CHARLOTTE
 FY0563  USGS QUAD   -  DRAKES BRANCH (1990)
 FY0563
 FY0563                         *CURRENT SURVEY CONTROL
 FY0563  ___________________________________________________________________
 FY0563* NAD 83(1986)-  36 52 44.     (N)    078 33 46.     (W)     SCALED    
 FY0563* NAVD 88     -       162.477  (meters)     533.06   (feet)  ADJUSTED  
 FY0563  ___________________________________________________________________
 FY0563  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FY0563  DYNAMIC HT  -         162.356 (meters)     532.66  (feet)  COMP
 FY0563  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 FY0563
 FY0563  VERT ORDER  -  SECOND    CLASS 0
 FY0563
 FY0563.The horizontal coordinates were scaled from a topographic map and have
 FY0563.an estimated accuracy of +/- 6 seconds.
 FY0563
 FY0563.The orthometric height was determined by differential leveling
 FY0563.and adjusted by the National Geodetic Survey in June 1991..
 FY0563
 FY0563.The geoid height was determined by GEOID03.
 FY0563
 FY0563.The dynamic height is computed by dividing the NAVD 88
 FY0563.geopotential number by the normal gravity value computed on the
 FY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0563.degrees latitude (g = 980.6199 gals.).
 FY0563
 FY0563.The modeled gravity was interpolated from observed gravity values.
 FY0563
 FY0563;                    North         East    Units  Estimated Accuracy
 FY0563;SPC VA S     - 1,060,550.    3,494,400.      MT  (+/- 180 meters Scaled)
 FY0563
 FY0563                          SUPERSEDED SURVEY CONTROL
 FY0563
 FY0563  NGVD 29 (??/??/92)  162.723  (m)          533.87   (f) ADJ UNCH    2 0
 FY0563
 FY0563.Superseded values are not recommended for survey control.
 FY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0563.See file dsdata.txt to determine how the superseded data were derived.
 FY0563
 FY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA172842(NAD 83)
 FY0563_MARKER: DD = SURVEY DISK
 FY0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0563_STAMPING: 33 JWM 534 1953
 FY0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0563+STABILITY: SURFACE MOTION
 FY0563
 FY0563  HISTORY     - Date     Condition        Report By
 FY0563  HISTORY     - 1953     MONUMENTED       USGS
 FY0563  HISTORY     - 1965     GOOD             NGS
 FY0563  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY0563
 FY0563                          STATION DESCRIPTION
 FY0563
 FY0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0563'2.2 MI NW FROM WYLLIESBURG.
 FY0563'2.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 360 AND 15 FROM THE
 FY0563'POST OFFICE IN WYLLIESBURG TO THE MARK SET IN THE TOP OF A
 FY0563'CONCRETE POST PROJECTING 1-INCH, 52.3 FEET NORTHWEST OF CENTERLINE
 FY0563'OF HIGHWAY, 37.8 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY
 FY0563'ROAD 626, 10.2 FEET SOUTHWEST OF POWER LINE POLE 21 AND IS ABOUT
 FY0563'LEVEL WITH THE HIGHWAY.
 FY0563
 FY0563                          STATION RECOVERY (2001)
 FY0563
 FY0563'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5548 ***********************************************************************
 GV5548  DESIGNATION -  33
 GV5548  PID         -  GV5548
 GV5548  STATE/COUNTY-  VA/C OF RICHMOND
 GV5548  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5548
 GV5548                         *CURRENT SURVEY CONTROL
 GV5548  ___________________________________________________________________
 GV5548* NAD 83(1993)-  37 27 43.70765(N)    077 26 59.59155(W)     ADJUSTED  
 GV5548* NAVD 88     -        29.70   (+/-2cm)      97.4    (feet)  VERTCON   
 GV5548  ___________________________________________________________________
 GV5548  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV5548  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV5548
 GV5548  HORZ ORDER  -  SECOND
 GV5548  VERT ORDER  -  THIRD ? (See Below)
 GV5548
 GV5548.The horizontal coordinates were established by classical geodetic methods
 GV5548.and adjusted by the National Geodetic Survey in September 1995..
 GV5548
 GV5548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5548.The vertical order pertains to the NGVD 29 superseded value.
 GV5548
 GV5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5548
 GV5548.The geoid height was determined by GEOID03.
 GV5548
 GV5548;                    North         East     Units Scale Factor Converg.
 GV5548;SPC VA S     - 1,125,786.295 3,592,896.748   MT  0.99994676   +0 38 14.4
 GV5548;SPC VA S     - 3,693,517.20 11,787,695.41   sFT  0.99994676   +0 38 14.4
 GV5548;UTM  18      - 4,148,959.694   283,327.730   MT  1.00017832   -1 29 26.5
 GV5548
 GV5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5548!SPC VA S     -   1.00000054  x   0.99994676  =   0.99994730
 GV5548!UTM  18      -   1.00000054  x   1.00017832  =   1.00017886
 GV5548
 GV5548:                Primary Azimuth Mark                     Grid Az
 GV5548:SPC VA S     -  34                                       006 24 01.6
 GV5548:UTM  18      -  34                                       008 31 42.5
 GV5548
 GV5548|---------------------------------------------------------------------|
 GV5548| PID    Reference Object                     Distance      Geod. Az  |
 GV5548|                                                           dddmmss.s |
 GV5548| GV5545 34                                  APPROX. 1.0 KM 0070216.0 |
 GV5548| DC5491 33 RM                                13.130 METERS 19058     |
 GV5548| GV5529 RAIL                                181.843 METERS 19641     |
 GV5548|---------------------------------------------------------------------|
 GV5548
 GV5548                          SUPERSEDED SURVEY CONTROL
 GV5548
 GV5548  NAD 83(1993)-  37 27 43.70763(N)    077 26 59.59138(W) AD(       ) 2
 GV5548  NAD 83(1986)-  37 27 43.71393(N)    077 26 59.60846(W) AD(       ) 2
 GV5548  NAD 27      -  37 27 43.18248(N)    077 27 00.66390(W) AD(       ) 2
 GV5548  NGVD 29 (07/19/86)   30.01   (m)           98.5    (f) LEVELING    3  
 GV5548
 GV5548.Superseded values are not recommended for survey control.
 GV5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5548.See file dsdata.txt to determine how the superseded data were derived.
 GV5548
 GV5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8332848960(NAD 83)
 GV5548_MARKER: I = METAL ROD
 GV5548_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5548_SP_SET: OBJECT DRIVEN INTO GROUND
 GV5548
 GV5548  HISTORY     - Date     Condition        Report By
 GV5548  HISTORY     - 1972     MONUMENTED       VA2060
 GV5548  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV5548  HISTORY     - 19991023 GOOD             USPSQD
 GV5548  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 GV5548
 GV5548                          STATION DESCRIPTION
 GV5548
 GV5548'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5548'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5548'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO
 GV5548'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 0.45
 GV5548'MILE TO RAILROAD CROSSING, THENCE NORTH ALONG RAILROAD TRACKS
 GV5548'APPROXIMATELY 550 FEET TO POINT NO. 33.
 GV5548'
 GV5548'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP OF AXLE ABOUT 2
 GV5548'INCHES ABOVE GROUND LEVEL.
 GV5548'
 GV5548'21.6 FEET N. OF 5TH UNMARKED TELEPHONE POLE, NORTH OF WALMSLEY BLVD.,
 GV5548'41.2 FEET S.W. OF 18 INCHES OAK TREE, 10.40 FEET S.E. OF CENTER OF
 GV5548'NORTHBOUND R.R. TRACKS.
 GV5548'
 GV5548'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5548'CENTER OF PIN, SET FLUSH TO GROUND.  27.0 FEET S.W. OF 5TH UNMARKED
 GV5548'TELEPHONE POLE N. OF WALMSLEY BLVD., 7.84 FEET S. E. OF CENTER OF
 GV5548'NORTHBOUND R. R. TRACKS, 21.6 FEET N. W. OF 12 INCHES PINE TREE.
 GV5548'
 GV5548'DISTANCE BETWEEN PT. 33 AND R. M. IS 43.08 FT., 13.130 M.
 GV5548'
 GV5548'NEAREST TOWN--RICHMOND.
 GV5548
 GV5548                          STATION RECOVERY (1996)
 GV5548
 GV5548'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5548'MARK NOT FOUND.
 GV5548
 GV5548                          STATION RECOVERY (1999)
 GV5548
 GV5548'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5548'RECOVERED IN GOOD CONDITION.
 GV5548
 GV5548                          STATION RECOVERY (2004)
 GV5548
 GV5548'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6139 ***********************************************************************
 GV6139  DESIGNATION -  330 RM 3 AZ MK
 GV6139  PID         -  GV6139
 GV6139  STATE/COUNTY-  VA/JAMES CITY
 GV6139  USGS QUAD   -  HOG ISLAND (1984)
 GV6139
 GV6139                         *CURRENT SURVEY CONTROL
 GV6139  ___________________________________________________________________
 GV6139* NAD 83(1993)-  37 13 52.02820(N)    076 39 03.52881(W)     ADJUSTED  
 GV6139* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 GV6139  ___________________________________________________________________
 GV6139  X           -   1,173,923.121 (meters)                     COMP
 GV6139  Y           -  -4,947,134.949 (meters)                     COMP
 GV6139  Z           -   3,837,842.203 (meters)                     COMP
 GV6139  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV6139  ELLIP HEIGHT-          -7.27  (meters)          (06/04/02) GPS OBS
 GV6139  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 GV6139
 GV6139  HORZ ORDER  -  SECOND
 GV6139  ELLP ORDER  -  FOURTH    CLASS II
 GV6139
 GV6139.The horizontal coordinates were established by GPS observations
 GV6139.and adjusted by the National Geodetic Survey in September 1995..
 GV6139
 GV6139.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6139
 GV6139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6139
 GV6139.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6139
 GV6139.The ellipsoidal height was determined by GPS observations
 GV6139.and is referenced to NAD 83.
 GV6139
 GV6139.The geoid height was determined by GEOID03.
 GV6139
 GV6139;                    North         East     Units Scale Factor Converg.
 GV6139;SPC VA S     - 1,101,237.984 3,664,065.871   MT  0.99994822   +1 07 20.0
 GV6139;SPC VA S     - 3,612,978.29 12,021,189.45   sFT  0.99994822   +1 07 20.0
 GV6139;UTM  18      - 4,121,788.519   353,542.599   MT  0.99986423   -0 59 56.7
 GV6139
 GV6139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6139!SPC VA S     -   1.00000114  x   0.99994822  =   0.99994936
 GV6139!UTM  18      -   1.00000114  x   0.99986423  =   0.99986537
 GV6139
 GV6139|---------------------------------------------------------------------|
 GV6139| PID    Reference Object                     Distance      Geod. Az  |
 GV6139|                                                           dddmmss.s |
 GV6139| GV6092 0330                                380.620 METERS 28247     |
 GV6139|---------------------------------------------------------------------|
 GV6139
 GV6139                          SUPERSEDED SURVEY CONTROL
 GV6139
 GV6139  ELLIP H (09/08/95)   -7.08   (m)                       GP(       ) 4 2
 GV6139  NAD 83(1986)-  37 13 52.03558(N)    076 39 03.55554(W) AD(       ) 2
 GV6139  NGVD 29 (02/21/92)   28.6    (m)           94.     (f) GPS OBS        
 GV6139
 GV6139.Superseded values are not recommended for survey control.
 GV6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6139.See file dsdata.txt to determine how the superseded data were derived.
 GV6139
 GV6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5354321789(NAD 83)
 GV6139_MARKER: DD = SURVEY DISK
 GV6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6139_SP_SET: CONCRETE POST
 GV6139_STAMPING: STATION NO 330-REFERENCE MARK NO 3 AZ
 GV6139_MARK LOGO: VA-095
 GV6139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6139+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6139
 GV6139  HISTORY     - Date     Condition        Report By
 GV6139  HISTORY     - 1990     MONUMENTED       RSA
 GV6139  HISTORY     - 19980110 GOOD             USPSQD
 GV6139  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6139
 GV6139                          STATION DESCRIPTION
 GV6139
 GV6139'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6139'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6139'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6139'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6139'ALONG U.S. 60 FOR 0.90 KM (0.56 MI) TO KINGSMILL RD.  TURN SOUTHWEST
 GV6139'ONTO KINGSMILL ROAD AND TRAVEL 1.45 KM (0.90 MI) TO THE INTERSECTION
 GV6139'OF WAREHAMS POND ROAD.  TURN EAST ONTO WAREHAMS POND ROAD AND TRAVEL
 GV6139'APPROXIMATELY 1.74 KM (1.08 MI) .  THE STATION IS LOCATED NORTHEAST
 GV6139'OF WAREHAMS POND ROAD ON A BERM, AND NORTHEAST OF A FIRE
 GV6139'HYDRANT.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6139'APPROXIMATELY .08 M (0.26 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6139'STATION NO. 330 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 12.50
 GV6139'M (41.01 FT) NORTHEAST OF THE CENTERLINE OF THE PAVEMENT OF WAREHAMS
 GV6139'POND ROAD, ON TOP OF A BERM, 47.03 M (154.30 FT) ) NORTHEAST OF A
 GV6139'FIRE HYDRANT, AND 36.97 M (121.29 FT) EAST OF A DROP INLET.
 GV6139
 GV6139                          STATION RECOVERY (1998)
 GV6139
 GV6139'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6139'RECOVERED IN GOOD CONDITION.
 GV6139
 GV6139                          STATION RECOVERY (2003)
 GV6139
 GV6139'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3885 ***********************************************************************
 HV3885  DESIGNATION -  330.67 USGS
 HV3885  PID         -  HV3885
 HV3885  STATE/COUNTY-  VA/FAUQUIER
 HV3885  USGS QUAD   -  MIDLAND (1983)
 HV3885
 HV3885                         *CURRENT SURVEY CONTROL
 HV3885  ___________________________________________________________________
 HV3885* NAD 83(1986)-  38 35 54.     (N)    077 43 24.     (W)     SCALED    
 HV3885* NAVD 88     -       100.549  (meters)     329.88   (feet)  ADJUSTED  
 HV3885  ___________________________________________________________________
 HV3885  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3885  DYNAMIC HT  -         100.491 (meters)     329.69  (feet)  COMP
 HV3885  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 HV3885
 HV3885  VERT ORDER  -  SECOND    CLASS 0
 HV3885
 HV3885.The horizontal coordinates were scaled from a topographic map and have
 HV3885.an estimated accuracy of +/- 6 seconds.
 HV3885
 HV3885.The orthometric height was determined by differential leveling
 HV3885.and adjusted by the National Geodetic Survey in June 1991..
 HV3885
 HV3885.The geoid height was determined by GEOID03.
 HV3885
 HV3885.The dynamic height is computed by dividing the NAVD 88
 HV3885.geopotential number by the normal gravity value computed on the
 HV3885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3885.degrees latitude (g = 980.6199 gals.).
 HV3885
 HV3885.The modeled gravity was interpolated from observed gravity values.
 HV3885
 HV3885;                    North         East    Units  Estimated Accuracy
 HV3885;SPC VA N     - 2,103,700.    3,567,650.      MT  (+/- 180 meters Scaled)
 HV3885
 HV3885                          SUPERSEDED SURVEY CONTROL
 HV3885
 HV3885  NGVD 29 (??/??/??)  100.835  (m)          330.82   (f) ADJUSTED    2 0
 HV3885
 HV3885.Superseded values are not recommended for survey control.
 HV3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3885.See file dsdata.txt to determine how the superseded data were derived.
 HV3885
 HV3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH628757(NAD 83)
 HV3885_MARKER: Z = SEE DESCRIPTION
 HV3885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3885_SP_SET: RAIL
 HV3885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3885
 HV3885  HISTORY     - Date     Condition        Report By
 HV3885  HISTORY     - UNK      MONUMENTED       USGS
 HV3885  HISTORY     - 1935     GOOD             CGS
 HV3885  HISTORY     - 1941     GOOD             CGS
 HV3885
 HV3885                          STATION DESCRIPTION
 HV3885
 HV3885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3885'2.9 MI NE FROM BEALETON.
 HV3885'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3885'STATION AT BEALETON, FAUQUIER COUNTY, 50 FEET SOUTHEAST OF THE
 HV3885'SOUTHEAST CORNER OF THE STATION AT MIDLAND, AND 4 FEET SOUTHEAST
 HV3885'OF THE SOUTHEAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL
 HV3885'SET VERTICALLY.
 HV3885
 HV3885                          STATION RECOVERY (1941)
 HV3885
 HV3885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0486 ***********************************************************************
 FY0486  DESIGNATION -  331
 FY0486  PID         -  FY0486
 FY0486  STATE/COUNTY-  VA/HALIFAX
 FY0486  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0486
 FY0486                         *CURRENT SURVEY CONTROL
 FY0486  ___________________________________________________________________
 FY0486* NAD 83(1986)-  36 41 36.     (N)    078 54 10.     (W)     SCALED    
 FY0486* NAVD 88     -       100.650  (meters)     330.22   (feet)  ADJUSTED  
 FY0486  ___________________________________________________________________
 FY0486  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY0486  DYNAMIC HT  -         100.572 (meters)     329.96  (feet)  COMP
 FY0486  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 FY0486
 FY0486  VERT ORDER  -  SECOND    CLASS 0
 FY0486
 FY0486.The horizontal coordinates were scaled from a topographic map and have
 FY0486.an estimated accuracy of +/- 6 seconds.
 FY0486
 FY0486.The orthometric height was determined by differential leveling
 FY0486.and adjusted by the National Geodetic Survey in June 1991..
 FY0486.WARNING-Repeat measurements at this control monument indicate possible
 FY0486.vertical movement.
 FY0486
 FY0486.The geoid height was determined by GEOID03.
 FY0486
 FY0486.The dynamic height is computed by dividing the NAVD 88
 FY0486.geopotential number by the normal gravity value computed on the
 FY0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0486.degrees latitude (g = 980.6199 gals.).
 FY0486
 FY0486.The modeled gravity was interpolated from observed gravity values.
 FY0486
 FY0486;                    North         East    Units  Estimated Accuracy
 FY0486;SPC VA S     - 1,040,030.    3,464,000.      MT  (+/- 180 meters Scaled)
 FY0486
 FY0486                          SUPERSEDED SURVEY CONTROL
 FY0486
 FY0486  NGVD 29 (??/??/92)  100.925  (m)          331.12   (f) ADJ UNCH    2 0
 FY0486
 FY0486.Superseded values are not recommended for survey control.
 FY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0486.See file dsdata.txt to determine how the superseded data were derived.
 FY0486
 FY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA873629(NAD 83)
 FY0486_MARKER: DD = SURVEY DISK
 FY0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0486_SP_SET: BRIDGE
 FY0486_STAMPING: 331.272
 FY0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0486
 FY0486  HISTORY     - Date     Condition        Report By
 FY0486  HISTORY     - UNK      MONUMENTED       USGS
 FY0486  HISTORY     - 1935     GOOD             NGS
 FY0486  HISTORY     - 1965     GOOD             NGS
 FY0486
 FY0486                          STATION DESCRIPTION
 FY0486
 FY0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0486'AT SOUTH BOSTON.
 FY0486'RECOVERED AS DESCRIBED.  AT SOUTH BOSTON, HALIFAX COUNTY, ABOUT
 FY0486'300 YARDS SOUTH OF THE NORFOLK AND WESTERN RAILWAY STATION,
 FY0486'ABOUT 200 FEET SOUTH OF THE CROSSING OF THE SOUTHERN RAILWAY,
 FY0486'AT BRIDGE 564 OVER THE DAN RIVER, IN THE TOP OF THE BRIDGE SEAT
 FY0486'OF THE NORTH ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF THE
 FY0486'TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A UNITED STATES
 FY0486'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 331.272.
 FY0486
 FY0486                          STATION RECOVERY (1965)
 FY0486
 FY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FY0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1567 ***********************************************************************
 FX1567  DESIGNATION -  331
 FX1567  PID         -  FX1567
 FX1567  STATE/COUNTY-  VA/BRUNSWICK
 FX1567  USGS QUAD   -  ALBERTA (1970)
 FX1567
 FX1567                         *CURRENT SURVEY CONTROL
 FX1567  ___________________________________________________________________
 FX1567* NAD 83(1993)-  36 49 54.08711(N)    077 54 40.54386(W)     ADJUSTED  
 FX1567* NAVD 88     -       100.659  (meters)     330.25   (feet)  ADJUSTED  
 FX1567  ___________________________________________________________________
 FX1567  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 FX1567  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 FX1567  DYNAMIC HT  -         100.582 (meters)     329.99  (feet)  COMP
 FX1567  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 FX1567
 FX1567  HORZ ORDER  -  SECOND
 FX1567  VERT ORDER  -  SECOND    CLASS 0
 FX1567
 FX1567.The horizontal coordinates were established by classical geodetic methods
 FX1567.and adjusted by the National Geodetic Survey in September 1995..
 FX1567
 FX1567.The orthometric height was determined by differential leveling
 FX1567.and adjusted by the National Geodetic Survey in June 1991..
 FX1567
 FX1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1567
 FX1567.The geoid height was determined by GEOID03.
 FX1567
 FX1567.The dynamic height is computed by dividing the NAVD 88
 FX1567.geopotential number by the normal gravity value computed on the
 FX1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1567.degrees latitude (g = 980.6199 gals.).
 FX1567
 FX1567.The modeled gravity was interpolated from observed gravity values.
 FX1567
 FX1567;                    North         East     Units Scale Factor Converg.
 FX1567;SPC VA S     - 1,055,468.721 3,552,518.890   MT  0.99998883   +0 21 26.4
 FX1567;SPC VA S     - 3,462,816.96 11,655,222.39   sFT  0.99998883   +0 21 26.4
 FX1567;UTM  18      - 4,080,157.685   240,365.821   MT  1.00043054   -1 44 46.2
 FX1567
 FX1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1567!SPC VA S     -   0.99998937  x   0.99998883  =   0.99997820
 FX1567!UTM  18      -   0.99998937  x   1.00043054  =   1.00041990
 FX1567
 FX1567                          SUPERSEDED SURVEY CONTROL
 FX1567
 FX1567  NAD 83(1986)-  36 49 54.08915(N)    077 54 40.55915(W) AD(       ) 2
 FX1567  NAD 27      -  36 49 53.56050(N)    077 54 41.57050(W) AD(       ) 2
 FX1567  NGVD 29 (??/??/92)  100.975  (m)          331.28   (f) ADJ UNCH    2 0
 FX1567
 FX1567.Superseded values are not recommended for survey control.
 FX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1567.See file dsdata.txt to determine how the superseded data were derived.
 FX1567
 FX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4036680158(NAD 83)
 FX1567_MARKER: P = PIPE CAP
 FX1567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1567_STAMPING: 331.282 331 1918
 FX1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1567
 FX1567  HISTORY     - Date     Condition        Report By
 FX1567  HISTORY     - 1959     MONUMENTED       USGS
 FX1567  HISTORY     - 1960     GOOD             NGS
 FX1567  HISTORY     - 20010224 GOOD             USPSQD
 FX1567
 FX1567                          STATION DESCRIPTION
 FX1567
 FX1567'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (JCC)
 FX1567'STATION IS LOCATED ABOUT 6.5 MILES NORTH NORTHWEST OF
 FX1567'LAWRENCEVILLE, 14.5 MILES SOUTHWEST OF MC KENNEY, 0.6 MILE
 FX1567'SOUTH OF U.S. HIGHWAY 1 ON THE SOUTHEAST RIGHT-OF-WAY OF
 FX1567'RAILROAD.
 FX1567'
 FX1567'STATION, STAMPED 331.282 1918 DATUM 331, IS A STANDARD U.S.
 FX1567'GEOLOGICAL BENCH MARK DISK SET IN THE TOP OF A 4 INCH SQUARE
 FX1567'CONCRETE MONUMENT THAT PROJECTS ABOUT 12 INCHES.  IT IS 31.2
 FX1567'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD, 54.0 FEET
 FX1567'EAST NORTHEAST OF TELEGRAPH POLE A AND 141.0 FEET EAST NORTHEAST
 FX1567'OF RAILROAD MILE POST NO. 64.
 FX1567'
 FX1567'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FX1567'HIGHWAY 1 AND STATE HIGHWAY 36 IN ALBERTA SO SOUTHWEST, ON
 FX1567'U.S. HIGHWAY 1 FOR 2.05 MILES TO TRIANGULATION STATION ROSES
 FX1567'ON THE LEFT.  CONTINUE 0.05 MILE TO THE JUNCTION OF STATE
 FX1567'HIGHWAY 46.  TURN LEFT, ON STATE HIGHWAY 46, AND GO SOUTHERLY
 FX1567'0.6 MILE TO RAILROAD OVERPASS AND END OF TRUCK TRAVEL.  PACK
 FX1567'NORTHERLY ALONG RAILROAD ABOUT 200 YARDS TO STATION.
 FX1567
 FX1567                          STATION RECOVERY (1960)
 FX1567
 FX1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1567'AT COCHRAN.
 FX1567'AT COCHRAN, ABOUT 159 YARDS NORTHEAST ALONG THE SEABOARD AIR
 FX1567'LINE RAILWAY FROM THE NORTHEAST EDGE OF CONCRETE OVERPASS OF
 FX1567'STATE HIGHWAY 46 OVER THE RAILWAY, 141 FEET NORTHEAST OF MILEPOST
 FX1567'64, 31 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND AT OUTSIDE OF A
 FX1567'CURVE, 54 FEET NORTHEAST OF TELEPHONE POLE NO. A (4TH. POLE
 FX1567'NORTHEAST OF OVERPASS), ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 FX1567'AND RIVETED ON TOP OF A 3 1/2-IRON PIPE PROJECTING 12 INCHES.
 FX1567'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 2.95 MILES
 FX1567'SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OF U.S. HIGHWAY
 FX1567'1 OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.55 MILE
 FX1567'SOUTH ALONG STATE HIGHWAY 46, THENCE ABOUT 0.1 MILE NORTHEAST ALONG
 FX1567'THE SEABOARD AIR LINE RAILWAY.
 FX1567
 FX1567                          STATION RECOVERY (2001)
 FX1567
 FX1567'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FX1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1199 ***********************************************************************
 GV1199  DESIGNATION -  331 C OF R
 GV1199  PID         -  GV1199
 GV1199  STATE/COUNTY-  VA/HENRICO
 GV1199  USGS QUAD   -  RICHMOND (1994)
 GV1199
 GV1199                         *CURRENT SURVEY CONTROL
 GV1199  ___________________________________________________________________
 GV1199* NAD 83(1986)-  37 36 13.     (N)    077 29 22.     (W)     SCALED    
 GV1199* NAVD 88     -        60.035  (meters)     196.96   (feet)  ADJUSTED  
 GV1199  ___________________________________________________________________
 GV1199  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV1199  DYNAMIC HT  -          59.993 (meters)     196.83  (feet)  COMP
 GV1199  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 GV1199
 GV1199  VERT ORDER  -  FIRST     CLASS II
 GV1199
 GV1199.The horizontal coordinates were scaled from a topographic map and have
 GV1199.an estimated accuracy of +/- 6 seconds.
 GV1199
 GV1199.The orthometric height was determined by differential leveling
 GV1199.and adjusted by the National Geodetic Survey in June 1991..
 GV1199
 GV1199.The geoid height was determined by GEOID03.
 GV1199
 GV1199.The dynamic height is computed by dividing the NAVD 88
 GV1199.geopotential number by the normal gravity value computed on the
 GV1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1199.degrees latitude (g = 980.6199 gals.).
 GV1199
 GV1199.The modeled gravity was interpolated from observed gravity values.
 GV1199
 GV1199;                    North         East    Units  Estimated Accuracy
 GV1199;SPC VA S     - 1,141,450.    3,589,230.      MT  (+/- 180 meters Scaled)
 GV1199
 GV1199                          SUPERSEDED SURVEY CONTROL
 GV1199
 GV1199  NGVD 29 (??/??/??)   60.337  (m)          197.96   (f) ADJUSTED    1 2
 GV1199
 GV1199.Superseded values are not recommended for survey control.
 GV1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1199.See file dsdata.txt to determine how the superseded data were derived.
 GV1199
 GV1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG802647(NAD 83)
 GV1199_MARKER: B = BOLT
 GV1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1199_SP_SET: WELL
 GV1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1199
 GV1199  HISTORY     - Date     Condition        Report By
 GV1199  HISTORY     - UNK      MONUMENTED       VA2060
 GV1199  HISTORY     - 1942     GOOD             CGS
 GV1199  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1199  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV1199  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1199  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV1199
 GV1199                          STATION DESCRIPTION
 GV1199
 GV1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1199'3 MI NE FROM RICHMOND.
 GV1199'3.0 MILES NORTHWEST ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 GV1199'RAILROAD FROM THE BROAD STREET STATION AT RICHMOND, HENRICO
 GV1199'COUNTY, 150 FEET NORTH OF THE YARD-LIMIT SIGN, AT THE CROSSING
 GV1199'OF DUMBARTON AVENUE, 24 FEET SOUTH OF THE CENTERLINE OF DUMBARTON
 GV1199'AVENUE, 22.5 FEET EAST OF THE EAST RAIL, AND 1 FOOT UNDER GROUND.
 GV1199'THE TOP OF A BOLT, SET IN A CAST-IRON WELL.  NOTE-- TOP OF CAST
 GV1199'IRON WELL HAS BEEN COVERED BY DIRT THROWN FROM RAILWAY DRAINAGE
 GV1199'DITCH.
 GV1199
 GV1199                          STATION RECOVERY (1989)
 GV1199
 GV1199'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 GV1199'MARK NOT FOUND.
 GV1199
 GV1199                          STATION RECOVERY (1996)
 GV1199
 GV1199'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1199'MARK NOT FOUND.
 GV1199
 GV1199                          STATION RECOVERY (2000)
 GV1199
 GV1199'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV1199'MARK NOT FOUND.
 GV1199
 GV1199                          STATION RECOVERY (2005)
 GV1199
 GV1199'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6140 ***********************************************************************
 GV6140  DESIGNATION -  331 RM 3 AZ MK
 GV6140  PID         -  GV6140
 GV6140  STATE/COUNTY-  VA/JAMES CITY
 GV6140  USGS QUAD   -  HOG ISLAND (1984)
 GV6140
 GV6140                         *CURRENT SURVEY CONTROL
 GV6140  ___________________________________________________________________
 GV6140* NAD 83(1993)-  37 13 49.18711(N)    076 39 55.07364(W)     ADJUSTED  
 GV6140* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 GV6140  ___________________________________________________________________
 GV6140  X           -   1,172,697.298 (meters)                     COMP
 GV6140  Y           -  -4,947,472.387 (meters)                     COMP
 GV6140  Z           -   3,837,766.743 (meters)                     COMP
 GV6140  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 GV6140  ELLIP HEIGHT-         -16.73  (meters)          (06/04/02) GPS OBS
 GV6140  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV6140
 GV6140  HORZ ORDER  -  SECOND
 GV6140  ELLP ORDER  -  FOURTH    CLASS II
 GV6140
 GV6140.The horizontal coordinates were established by GPS observations
 GV6140.and adjusted by the National Geodetic Survey in September 1995..
 GV6140
 GV6140.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6140
 GV6140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6140
 GV6140.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6140
 GV6140.The ellipsoidal height was determined by GPS observations
 GV6140.and is referenced to NAD 83.
 GV6140
 GV6140.The geoid height was determined by GEOID03.
 GV6140
 GV6140;                    North         East     Units Scale Factor Converg.
 GV6140;SPC VA S     - 1,101,125.632 3,662,797.278   MT  0.99994825   +1 06 48.7
 GV6140;SPC VA S     - 3,612,609.68 12,017,027.40   sFT  0.99994825   +1 06 48.7
 GV6140;UTM  18      - 4,121,723.206   352,270.821   MT  0.99986884   -1 00 27.8
 GV6140
 GV6140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6140!SPC VA S     -   1.00000263  x   0.99994825  =   0.99995088
 GV6140!UTM  18      -   1.00000263  x   0.99986884  =   0.99987147
 GV6140
 GV6140:                Primary Azimuth Mark                     Grid Az
 GV6140:SPC VA S     -  0331                                     302 13 34.7
 GV6140:UTM  18      -  0331                                     304 20 51.2
 GV6140
 GV6140|---------------------------------------------------------------------|
 GV6140| PID    Reference Object                     Distance      Geod. Az  |
 GV6140|                                                           dddmmss.s |
 GV6140| GV6093 0331                                403.929 METERS 3032023.4 |
 GV6140|---------------------------------------------------------------------|
 GV6140
 GV6140                          SUPERSEDED SURVEY CONTROL
 GV6140
 GV6140  ELLIP H (09/08/95)  -16.54   (m)                       GP(       ) 4 2
 GV6140  NAD 83(1986)-  37 13 49.19434(N)    076 39 55.10019(W) AD(       ) 2
 GV6140  NGVD 29 (02/21/92)   19.1    (m)           63.     (f) GPS OBS        
 GV6140
 GV6140.Superseded values are not recommended for survey control.
 GV6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6140.See file dsdata.txt to determine how the superseded data were derived.
 GV6140
 GV6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5227121723(NAD 83)
 GV6140_MARKER: DD = SURVEY DISK
 GV6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6140_SP_SET: CONCRETE POST
 GV6140_STAMPING: STATION NO 331-REFERENCE MARK NO 3 AZ
 GV6140_MARK LOGO: VA-095
 GV6140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6140+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6140
 GV6140  HISTORY     - Date     Condition        Report By
 GV6140  HISTORY     - 1990     MONUMENTED       RSA
 GV6140  HISTORY     - 19980110 GOOD             USPSQD
 GV6140  HISTORY     - 20030206 GOOD             USPSQD
 GV6140
 GV6140                          STATION DESCRIPTION
 GV6140
 GV6140'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6140'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6140'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6140'(POCAHONTAS TRAIL) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6140'ALONG U.S. 60 FOR 0.90 KM (0.56 MI) TO KINGSMILL ROAD.  TURN
 GV6140'SOUTHWEST ONTO KINGSMILL ROAD AND TRAVEL 1.93 KM (1.20 MI) TO THE
 GV6140'INTERSECTION OF MOUNTS BAY ROAD.  THE STATION IS LOCATED SOUTHWEST OF
 GV6140'MOUNTS BAY ROAD, AND NORTHWEST OF KINGSMILL ROAD, NEAR A
 GV6140'SIGN.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6140'APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6140'STATION NO. 331 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 19.96
 GV6140'M (65.49 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 GV6140'MOUNTS BAY ROAD, 14.08 M (46.19 FT) NORTHWEST OF THE CENTER OF
 GV6140'KINGSMILL ROAD, AND 13.05 M (42.81 FT) SOUTH OF A WOOD SIGN FOR
 GV6140'KINGSMILL RESORT AND CONFERENCE CENTER.
 GV6140
 GV6140                          STATION RECOVERY (1998)
 GV6140
 GV6140'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6140'RECOVERED IN GOOD CONDITION.
 GV6140
 GV6140                          STATION RECOVERY (2003)
 GV6140
 GV6140'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3934 ***********************************************************************
 HV3934  DESIGNATION -  331 USE
 HV3934  PID         -  HV3934
 HV3934  STATE/COUNTY-  VA/STAFFORD
 HV3934  USGS QUAD   -  SOMERVILLE (1981)
 HV3934
 HV3934                         *CURRENT SURVEY CONTROL
 HV3934  ___________________________________________________________________
 HV3934* NAD 83(1986)-  38 30 13.     (N)    077 30 23.     (W)     SCALED    
 HV3934* NAVD 88     -       100.587  (meters)     330.01   (feet)  ADJUSTED  
 HV3934  ___________________________________________________________________
 HV3934  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3934  DYNAMIC HT  -         100.526 (meters)     329.81  (feet)  COMP
 HV3934  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 HV3934
 HV3934  VERT ORDER  -  SECOND    CLASS 0
 HV3934
 HV3934.The horizontal coordinates were scaled from a topographic map and have
 HV3934.an estimated accuracy of +/- 6 seconds.
 HV3934
 HV3934.The orthometric height was determined by differential leveling
 HV3934.and adjusted by the National Geodetic Survey in June 1991..
 HV3934
 HV3934.The geoid height was determined by GEOID03.
 HV3934
 HV3934.The dynamic height is computed by dividing the NAVD 88
 HV3934.geopotential number by the normal gravity value computed on the
 HV3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3934.degrees latitude (g = 980.6199 gals.).
 HV3934
 HV3934.The modeled gravity was interpolated from observed gravity values.
 HV3934
 HV3934;                    North         East    Units  Estimated Accuracy
 HV3934;SPC VA N     - 2,093,370.    3,586,670.      MT  (+/- 180 meters Scaled)
 HV3934
 HV3934                          SUPERSEDED SURVEY CONTROL
 HV3934
 HV3934  NGVD 29 (??/??/??)  100.828  (m)          330.80   (f) ADJUSTED    2 0
 HV3934
 HV3934.Superseded values are not recommended for survey control.
 HV3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3934.See file dsdata.txt to determine how the superseded data were derived.
 HV3934
 HV3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH814646(NAD 83)
 HV3934_MARKER: DD = SURVEY DISK
 HV3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3934+STABILITY: SURFACE MOTION
 HV3934
 HV3934  HISTORY     - Date     Condition        Report By
 HV3934  HISTORY     - UNK      MONUMENTED       DOD
 HV3934  HISTORY     - 1935     GOOD             CGS
 HV3934  HISTORY     - 1944     MARK NOT FOUND   CGS
 HV3934
 HV3934                          STATION DESCRIPTION
 HV3934
 HV3934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3934'0.7 MI E FROM RUBY.
 HV3934'0.7 MILE EAST ALONG STATE HIGHWAY 213 FROM THE POST OFFICE AT
 HV3934'RUBY, STAFFORD COUNTY, AT THE SHILOH SCHOOL AND CHURCH, AT THE
 HV3934'JUNCTION OF SECONDARY STATE HIGHWAY 644, 30 FEET NORTH OF THE
 HV3934'CENTER LINE OF STATE HIGHWAY 213, AND 45 FEET EAST OF THE
 HV3934'CENTER LINE OF SECONDARY STATE HIGHWAY 644.  A CORPS OF ENGINEERS.
 HV3934'U.S. ARMY, STANDARD PLAQUE, RIVETED ON THE TOP OF A CONCRETE
 HV3934'POST.
 HV3934
 HV3934                          STATION RECOVERY (1944)
 HV3934
 HV3934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 HV3934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3368 ***********************************************************************
 HV3368  DESIGNATION -  331.8 USGS
 HV3368  PID         -  HV3368
 HV3368  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3368  USGS QUAD   -  BROKENBURG (1981)
 HV3368
 HV3368                         *CURRENT SURVEY CONTROL
 HV3368  ___________________________________________________________________
 HV3368* NAD 83(1986)-  38 10 36.     (N)    077 41 21.     (W)     SCALED    
 HV3368* NAVD 88     -       100.886  (meters)     330.99   (feet)  ADJUSTED  
 HV3368  ___________________________________________________________________
 HV3368  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3368  DYNAMIC HT  -         100.820 (meters)     330.77  (feet)  COMP
 HV3368  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 HV3368
 HV3368  VERT ORDER  -  SECOND    CLASS 0
 HV3368
 HV3368.The horizontal coordinates were scaled from a topographic map and have
 HV3368.an estimated accuracy of +/- 6 seconds.
 HV3368
 HV3368.The orthometric height was determined by differential leveling
 HV3368.and adjusted by the National Geodetic Survey in June 1991..
 HV3368
 HV3368.The geoid height was determined by GEOID03.
 HV3368
 HV3368.The dynamic height is computed by dividing the NAVD 88
 HV3368.geopotential number by the normal gravity value computed on the
 HV3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3368.degrees latitude (g = 980.6199 gals.).
 HV3368
 HV3368.The modeled gravity was interpolated from observed gravity values.
 HV3368
 HV3368;                    North         East    Units  Estimated Accuracy
 HV3368;SPC VA N     - 2,056,920.    3,571,040.      MT  (+/- 180 meters Scaled)
 HV3368
 HV3368                          SUPERSEDED SURVEY CONTROL
 HV3368
 HV3368  NGVD 29 (??/??/??)  101.150  (m)          331.86   (f) ADJUSTED    2 0
 HV3368
 HV3368.Superseded values are not recommended for survey control.
 HV3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3368.See file dsdata.txt to determine how the superseded data were derived.
 HV3368
 HV3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH644288(NAD 83)
 HV3368_MARKER: N = NAIL
 HV3368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3368_SP_SET: WHITE OAK TREE ROOT
 HV3368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3368
 HV3368  HISTORY     - Date     Condition        Report By
 HV3368  HISTORY     - UNK      MONUMENTED       USGS
 HV3368  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3368  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3368
 HV3368                          STATION DESCRIPTION
 HV3368
 HV3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3368'1.6 MI W FROM POST OAK.
 HV3368'1.6 MILES WEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 HV3368'POST OAK, SPOTSYLVANIA COUNTY, 78 FEET NORTH OF THE JUNCTION OF
 HV3368'A ROAD LEADING NORTH, 11 FEET WEST OF THE CENTER LINE OF THE
 HV3368'ROAD, AND IN THE ROOT OF A 15-INCH WHITE OAK TREE PAINTED USBM
 HV3368'331.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HV3368'AND WASHER.
 HV3368
 HV3368                          STATION RECOVERY (1998)
 HV3368
 HV3368'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6141 ***********************************************************************
 GV6141  DESIGNATION -  332 RM 3 AZ MK
 GV6141  PID         -  GV6141
 GV6141  STATE/COUNTY-  VA/JAMES CITY
 GV6141  USGS QUAD   -  HOG ISLAND (1984)
 GV6141
 GV6141                         *CURRENT SURVEY CONTROL
 GV6141  ___________________________________________________________________
 GV6141* NAD 83(1993)-  37 14 23.82984(N)    076 42 52.68471(W)     ADJUSTED  
 GV6141* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 GV6141  ___________________________________________________________________
 GV6141  X           -   1,168,287.083 (meters)                     COMP
 GV6141  Y           -  -4,947,846.777 (meters)                     COMP
 GV6141  Z           -   3,838,613.397 (meters)                     COMP
 GV6141  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV6141  ELLIP HEIGHT-         -22.72  (meters)          (06/04/02) GPS OBS
 GV6141  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 GV6141
 GV6141  HORZ ORDER  -  SECOND
 GV6141  ELLP ORDER  -  FOURTH    CLASS II
 GV6141
 GV6141.This mark is at Williamsburg-Jamestown Airport (JGG)
 GV6141
 GV6141.The horizontal coordinates were established by GPS observations
 GV6141.and adjusted by the National Geodetic Survey in September 1995..
 GV6141
 GV6141.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6141
 GV6141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6141
 GV6141.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6141
 GV6141.The ellipsoidal height was determined by GPS observations
 GV6141.and is referenced to NAD 83.
 GV6141
 GV6141.The geoid height was determined by GEOID03.
 GV6141
 GV6141;                    North         East     Units Scale Factor Converg.
 GV6141;SPC VA S     - 1,102,109.427 3,658,399.880   MT  0.99994787   +1 05 00.9
 GV6141;SPC VA S     - 3,615,837.35 12,002,600.27   sFT  0.99994787   +1 05 00.9
 GV6141;UTM  18      - 4,122,869.018   347,913.162   MT  0.99988493   -1 02 16.1
 GV6141
 GV6141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6141!SPC VA S     -   1.00000357  x   0.99994787  =   0.99995144
 GV6141!UTM  18      -   1.00000357  x   0.99988493  =   0.99988850
 GV6141
 GV6141                          SUPERSEDED SURVEY CONTROL
 GV6141
 GV6141  ELLIP H (09/08/95)  -22.52   (m)                       GP(       ) 4 2
 GV6141  NAD 83(1993)-  37 14 23.83204(N)    076 42 52.69288(W) AD(       ) 2
 GV6141  NAD 83(1986)-  37 14 23.83660(N)    076 42 52.71089(W) AD(       ) 2
 GV6141  NGVD 29 (02/21/92)   13.0    (m)           43.     (f) GPS OBS        
 GV6141
 GV6141.Superseded values are not recommended for survey control.
 GV6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6141.See file dsdata.txt to determine how the superseded data were derived.
 GV6141
 GV6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4791322869(NAD 83)
 GV6141_MARKER: DD = SURVEY DISK
 GV6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6141_SP_SET: CONCRETE POST
 GV6141_STAMPING: STATION NO 332-REFERENCE MARK NO 3 AZ
 GV6141_MARK LOGO: VA-095
 GV6141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6141+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6141
 GV6141  HISTORY     - Date     Condition        Report By
 GV6141  HISTORY     - 1990     MONUMENTED       RSA
 GV6141  HISTORY     - 19980110 GOOD             USPSQD
 GV6141  HISTORY     - 20030206 GOOD             USPSQD
 GV6141
 GV6141                          STATION DESCRIPTION
 GV6141
 GV6141'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6141'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6141'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6141'(JAMESTOWN ROAD) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6141'ALONG ROUTE 199 APPROXIMATELY 610 M (2001.3 FT) TO THE INTERSECTION
 GV6141'OF BROOKWOOD DRIVE.  TURN WEST ONTO BROOKWOOD DRIVE THEN IMMEDIATELY
 GV6141'SOUTH ONTO ROUTE 618 (LAKE POWELL ROAD) AND TRAVEL APPROXIMATELY 0.54
 GV6141'KM (0.34 MI) TO MARCLAY ROAD.  TURN ONTO MARCLAY ROAD AND TRAVEL
 GV6141'APPROXIMATELY 0.88 KM (0.55 MI) TO THE WILLIAMSBURG-JAMESTOWN AIRPORT
 GV6141'TERMINAL BUILDING (BUILDING 100).  THE STATION IS LOCATED
 GV6141'APPROXIMATELY 0.24 KM (0.15 MI) SOUTHWEST OF THE BUILDING NEAR HANGER
 GV6141'BAY NUMBER 11.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6141'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6141'STAMPED STATION NO. 332 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6141'LOCATED 19.11 M (62.70 FT) EAST OF THE EDGE OF THE PAVEMENT, 37.06 M
 GV6141'(121.59 FT) SOUTHEAST OF THE NORTHEAST CORNER OF METAL HANGER BAY
 GV6141'NUMBERS 10 AND 11, 22.92 M (75.20 FT) SOUTH OF THE CORNER OF THE
 GV6141'ASPHALT PAVEMENT.
 GV6141
 GV6141                          STATION RECOVERY (1998)
 GV6141
 GV6141'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6141'RECOVERED IN GOOD CONDITION.
 GV6141
 GV6141                          STATION RECOVERY (2003)
 GV6141
 GV6141'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6142 ***********************************************************************
 GV6142  DESIGNATION -  333 RM 3 AZ MK
 GV6142  PID         -  GV6142
 GV6142  STATE/COUNTY-  VA/JAMES CITY
 GV6142  USGS QUAD   -  HOG ISLAND (1984)
 GV6142
 GV6142                         *CURRENT SURVEY CONTROL
 GV6142  ___________________________________________________________________
 GV6142* NAD 83(1993)-  37 13 19.00058(N)    076 43 51.72590(W)     ADJUSTED  
 GV6142* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 GV6142  ___________________________________________________________________
 GV6142  X           -   1,167,147.348 (meters)                     COMP
 GV6142  Y           -  -4,949,353.851 (meters)                     COMP
 GV6142  Z           -   3,837,018.971 (meters)                     COMP
 GV6142  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV6142  ELLIP HEIGHT-         -27.94  (meters)          (06/04/02) GPS OBS
 GV6142  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 GV6142
 GV6142  HORZ ORDER  -  SECOND
 GV6142  ELLP ORDER  -  FOURTH    CLASS II
 GV6142
 GV6142.The horizontal coordinates were established by GPS observations
 GV6142.and adjusted by the National Geodetic Survey in September 1995..
 GV6142
 GV6142.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6142
 GV6142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6142
 GV6142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6142
 GV6142.The ellipsoidal height was determined by GPS observations
 GV6142.and is referenced to NAD 83.
 GV6142
 GV6142.The geoid height was determined by GEOID03.
 GV6142
 GV6142;                    North         East     Units Scale Factor Converg.
 GV6142;SPC VA S     - 1,100,083.912 3,656,982.439   MT  0.99994861   +1 04 25.1
 GV6142;SPC VA S     - 3,609,191.97 11,997,949.89   sFT  0.99994861   +1 04 25.1
 GV6142;UTM  18      - 4,120,897.474   346,421.812   MT  0.99989055   -1 02 50.3
 GV6142
 GV6142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6142!SPC VA S     -   1.00000438  x   0.99994861  =   0.99995299
 GV6142!UTM  18      -   1.00000438  x   0.99989055  =   0.99989493
 GV6142
 GV6142|---------------------------------------------------------------------|
 GV6142| PID    Reference Object                     Distance      Geod. Az  |
 GV6142|                                                           dddmmss.s |
 GV6142| GV6095 0333                                373.919 METERS 35410     |
 GV6142|---------------------------------------------------------------------|
 GV6142
 GV6142                          SUPERSEDED SURVEY CONTROL
 GV6142
 GV6142  ELLIP H (09/08/95)  -27.74   (m)                       GP(       ) 4 2
 GV6142  NAD 83(1993)-  37 13 19.00152(N)    076 43 51.73239(W) AD(       ) 2
 GV6142  NAD 83(1986)-  37 13 19.00729(N)    076 43 51.75176(W) AD(       ) 2
 GV6142  NGVD 29 (02/21/92)    7.8    (m)           26.     (f) GPS OBS        
 GV6142
 GV6142.Superseded values are not recommended for survey control.
 GV6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6142.See file dsdata.txt to determine how the superseded data were derived.
 GV6142
 GV6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4642220897(NAD 83)
 GV6142_MARKER: DD = SURVEY DISK
 GV6142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6142_SP_SET: CONCRETE POST
 GV6142_STAMPING: STATION NO 333-REFERENCE MARK NO 3 AZ
 GV6142_MARK LOGO: VA-095
 GV6142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6142+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6142
 GV6142  HISTORY     - Date     Condition        Report By
 GV6142  HISTORY     - 1990     MONUMENTED       RSA
 GV6142  HISTORY     - 19980109 GOOD             USPSQD
 GV6142  HISTORY     - 20030206 GOOD             USPSQD
 GV6142
 GV6142                          STATION DESCRIPTION
 GV6142
 GV6142'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6142'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6142'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6142'(JAMESTOWN ROAD) AND ROUTE 199 (SOUTH BYPASS), PROCEED SOUTHEAST
 GV6142'ALONG ROUTE 199 APPROXIMATELY 610 M (2001.3 FT) TO THE INTERSECTION
 GV6142'OF BROOKWOOD DRIVE.  TURN WEST ONTO BROOKWOOD DRIVE THEN IMMEDIATELY
 GV6142'SOUTH ONTO ROUTE 618 (LAKE POWELL ROAD) AND TRAVEL APPROXIMATELY 2.37
 GV6142'KM (1.47 MI) TO THE INTERSECTION OF ROUTE 617 (TREASURE ISLAND ROAD).
 GV6142'CONTINUE SOUTH ALONG ROUTE 617 FOR APPROXIMATELY 1.18 KM (0.73 MI) .
 GV6142'THE STATION IS LOCATED SOUTHEAST OF ROUTE 617 NEAR A WOODEN
 GV6142'FENCE.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE
 GV6142'APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED
 GV6142'STATION NO. 333 - REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 4.79 M
 GV6142'(15.72 FT) EAST OF THE CENTERLINE OF THE PAVEMENT ROUTE 617, 0.91 M
 GV6142'(2.99 FT) WEST OF A 54 INCH WOODEN FENCE, AND 11.22 M (36.81 FT)
 GV6142'NORTHWEST OF UTILITY POLE NUMBER LJ46.
 GV6142
 GV6142                          STATION RECOVERY (1998)
 GV6142
 GV6142'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6142'RECOVERED IN GOOD CONDITION.
 GV6142
 GV6142                          STATION RECOVERY (2003)
 GV6142
 GV6142'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2503 ***********************************************************************
 GV2503  DESIGNATION -  333.0 USGS
 GV2503  PID         -  GV2503
 GV2503  STATE/COUNTY-  VA/LOUISA
 GV2503  USGS QUAD   -  BUCKNER (1973)
 GV2503
 GV2503                         *CURRENT SURVEY CONTROL
 GV2503  ___________________________________________________________________
 GV2503* NAD 83(1986)-  37 58 05.     (N)    077 46 24.     (W)     SCALED    
 GV2503* NAVD 88     -       101.211  (meters)     332.06   (feet)  ADJUSTED  
 GV2503  ___________________________________________________________________
 GV2503  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2503  DYNAMIC HT  -         101.145 (meters)     331.84  (feet)  COMP
 GV2503  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 GV2503
 GV2503  VERT ORDER  -  SECOND    CLASS 0
 GV2503
 GV2503.The horizontal coordinates were scaled from a topographic map and have
 GV2503.an estimated accuracy of +/- 6 seconds.
 GV2503
 GV2503.The orthometric height was determined by differential leveling
 GV2503.and adjusted by the National Geodetic Survey in June 1991..
 GV2503
 GV2503.The geoid height was determined by GEOID03.
 GV2503
 GV2503.The dynamic height is computed by dividing the NAVD 88
 GV2503.geopotential number by the normal gravity value computed on the
 GV2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2503.degrees latitude (g = 980.6199 gals.).
 GV2503
 GV2503.The modeled gravity was interpolated from observed gravity values.
 GV2503
 GV2503;                    North         East    Units  Estimated Accuracy
 GV2503;SPC VA S     - 1,181,670.    3,563,850.      MT  (+/- 180 meters Scaled)
 GV2503
 GV2503                          SUPERSEDED SURVEY CONTROL
 GV2503
 GV2503  NGVD 29 (??/??/??)  101.463  (m)          332.88   (f) ADJUSTED    2 0
 GV2503
 GV2503.Superseded values are not recommended for survey control.
 GV2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2503.See file dsdata.txt to determine how the superseded data were derived.
 GV2503
 GV2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH563059(NAD 83)
 GV2503_MARKER: N = NAIL
 GV2503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2503_SP_SET: OAK TREE
 GV2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2503
 GV2503  HISTORY     - Date     Condition        Report By
 GV2503  HISTORY     - UNK      MONUMENTED       USGS
 GV2503  HISTORY     - 1935     GOOD             CGS
 GV2503  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2503  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2503
 GV2503                          STATION DESCRIPTION
 GV2503
 GV2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2503'0.4 MI N FROM BUCKNERS.
 GV2503'0.4 MILE NORTH ALONG COUNTY ROAD 652 FROM THE CHESAPEAKE AND
 GV2503'OHIO RAILWAY STATION AT BUCKNERS, LOUISA COUNTY, ABOUT 50 YARDS
 GV2503'SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 25 FEET WEST OF THE
 GV2503'CENTER LINE OF THE COUNTY ROAD, AND IN THE ROOT OF A 20-INCH
 GV2503'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY COPPER NAIL AND
 GV2503'WASHER.
 GV2503
 GV2503                          STATION RECOVERY (1998)
 GV2503
 GV2503'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2503'MARK NOT FOUND.
 GV2503
 GV2503                          STATION RECOVERY (2002)
 GV2503
 GV2503'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2503' 
 GV2503' 
 GV2503' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0082 ***********************************************************************
 GW0082  DESIGNATION -  333.9
 GW0082  PID         -  GW0082
 GW0082  STATE/COUNTY-  VA/LOUISA
 GW0082  USGS QUAD   -  FERNCLIFF (1984)
 GW0082
 GW0082                         *CURRENT SURVEY CONTROL
 GW0082  ___________________________________________________________________
 GW0082* NAD 83(1986)-  37 59 45.     (N)    078 01 13.     (W)     SCALED    
 GW0082* NAVD 88     -       101.564  (meters)     333.21   (feet)  ADJUSTED  
 GW0082  ___________________________________________________________________
 GW0082  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW0082  DYNAMIC HT  -         101.496 (meters)     332.99  (feet)  COMP
 GW0082  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 GW0082
 GW0082  VERT ORDER  -  SECOND    CLASS 0
 GW0082
 GW0082.The horizontal coordinates were scaled from a topographic map and have
 GW0082.an estimated accuracy of +/- 6 seconds.
 GW0082
 GW0082.The orthometric height was determined by differential leveling
 GW0082.and adjusted by the National Geodetic Survey in June 1991..
 GW0082
 GW0082.The geoid height was determined by GEOID03.
 GW0082
 GW0082.The dynamic height is computed by dividing the NAVD 88
 GW0082.geopotential number by the normal gravity value computed on the
 GW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0082.degrees latitude (g = 980.6199 gals.).
 GW0082
 GW0082.The modeled gravity was interpolated from observed gravity values.
 GW0082
 GW0082;                    North         East    Units  Estimated Accuracy
 GW0082;SPC VA S     - 1,184,610.    3,542,140.      MT  (+/- 180 meters Scaled)
 GW0082
 GW0082                          SUPERSEDED SURVEY CONTROL
 GW0082
 GW0082  NGVD 29 (??/??/92)  101.800  (m)          333.99   (f) ADJ UNCH    2 0
 GW0082
 GW0082.Superseded values are not recommended for survey control.
 GW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0082.See file dsdata.txt to determine how the superseded data were derived.
 GW0082
 GW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC616095(NAD 83)
 GW0082_MARKER: Q = CHISELED SQUARE
 GW0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0082_SP_SET: BRIDGE
 GW0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0082
 GW0082  HISTORY     - Date     Condition        Report By
 GW0082  HISTORY     - UNK      MONUMENTED       USGS
 GW0082  HISTORY     - 1935     GOOD             NGS
 GW0082  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW0082  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0082  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0082
 GW0082                          STATION DESCRIPTION
 GW0082
 GW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0082'2.5 MI SW FROM LOUISA.
 GW0082'2.5 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 659 FROM THE
 GW0082'CHESAPEAKE AND OHIO RAILWAY STATION AT LOUISA, LOUISA COUNTY, AT
 GW0082'THE EAST END OF A STEEL BRIDGE OVER A SMALL CREEK, AND ON THE TOP
 GW0082'OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT.  A CHISELED
 GW0082'SQUARE.
 GW0082
 GW0082                          STATION RECOVERY (1962)
 GW0082
 GW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0082'MARK NOT FOUND.
 GW0082
 GW0082                          STATION RECOVERY (1998)
 GW0082
 GW0082'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0082'MARK NOT FOUND.
 GW0082
 GW0082                          STATION RECOVERY (2002)
 GW0082
 GW0082'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6143 ***********************************************************************
 GV6143  DESIGNATION -  334 RM 3 AZ MK
 GV6143  PID         -  GV6143
 GV6143  STATE/COUNTY-  VA/JAMES CITY
 GV6143  USGS QUAD   -  SURRY (1983)
 GV6143
 GV6143                         *CURRENT SURVEY CONTROL
 GV6143  ___________________________________________________________________
 GV6143* NAD 83(1993)-  37 13 23.61482(N)    076 45 40.65734(W)     ADJUSTED  
 GV6143* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 GV6143  ___________________________________________________________________
 GV6143  X           -   1,164,513.105 (meters)                     COMP
 GV6143  Y           -  -4,949,883.454 (meters)                     COMP
 GV6143  Z           -   3,837,130.421 (meters)                     COMP
 GV6143  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 GV6143  ELLIP HEIGHT-         -30.95  (meters)          (06/04/02) GPS OBS
 GV6143  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV6143
 GV6143  HORZ ORDER  -  SECOND
 GV6143  ELLP ORDER  -  FOURTH    CLASS II
 GV6143
 GV6143.The horizontal coordinates were established by GPS observations
 GV6143.and adjusted by the National Geodetic Survey in September 1995..
 GV6143
 GV6143.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6143
 GV6143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6143
 GV6143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6143
 GV6143.The ellipsoidal height was determined by GPS observations
 GV6143.and is referenced to NAD 83.
 GV6143
 GV6143.The geoid height was determined by GEOID03.
 GV6143
 GV6143;                    North         East     Units Scale Factor Converg.
 GV6143;SPC VA S     - 1,100,176.243 3,654,294.889   MT  0.99994856   +1 03 19.0
 GV6143;SPC VA S     - 3,609,494.89 11,989,132.48   sFT  0.99994856   +1 03 19.0
 GV6143;UTM  18      - 4,121,089.194   343,739.662   MT  0.99990079   -1 03 56.4
 GV6143
 GV6143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6143!SPC VA S     -   1.00000486  x   0.99994856  =   0.99995342
 GV6143!UTM  18      -   1.00000486  x   0.99990079  =   0.99990565
 GV6143
 GV6143:                Primary Azimuth Mark                     Grid Az
 GV6143:SPC VA S     -  0344                                     226 20 04.6
 GV6143:UTM  18      -  0344                                     228 27 20.0
 GV6143
 GV6143|---------------------------------------------------------------------|
 GV6143| PID    Reference Object                     Distance      Geod. Az  |
 GV6143|                                                           dddmmss.s |
 GV6143| GV6106 0344                                APPROX. 0.5 KM 2272323.6 |
 GV6143|---------------------------------------------------------------------|
 GV6143
 GV6143                          SUPERSEDED SURVEY CONTROL
 GV6143
 GV6143  ELLIP H (09/08/95)  -30.75   (m)                       GP(       ) 4 2
 GV6143  NAD 83(1993)-  37 13 23.61623(N)    076 45 40.66362(W) AD(       ) 2
 GV6143  NAD 83(1986)-  37 13 23.62130(N)    076 45 40.68290(W) AD(       ) 2
 GV6143  NGVD 29 (02/21/92)    4.7    (m)           15.     (f) GPS OBS        
 GV6143
 GV6143.Superseded values are not recommended for survey control.
 GV6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6143.See file dsdata.txt to determine how the superseded data were derived.
 GV6143
 GV6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4374021089(NAD 83)
 GV6143_MARKER: DD = SURVEY DISK
 GV6143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6143_SP_SET: CONCRETE POST
 GV6143_STAMPING: STATION NO 334-REFERENCE MARK NO 3 AZ
 GV6143_MARK LOGO: VA-095
 GV6143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6143+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6143
 GV6143  HISTORY     - Date     Condition        Report By
 GV6143  HISTORY     - 1990     MONUMENTED       RSA
 GV6143  HISTORY     - 19980109 GOOD             USPSQD
 GV6143  HISTORY     - 20030206 GOOD             USPSQD
 GV6143
 GV6143                          STATION DESCRIPTION
 GV6143
 GV6143'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6143'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6143'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6143'(JAMESTOWN ROAD) AND ROUTE 5 (JOHN TYLER HIGHWAY), PROCEED SOUTHWEST
 GV6143'ALONG ROUTE 31 APPROXIMATELY 2.69 KM (1.67 MI) TO THE INTERSECTION OF
 GV6143'ROUTE 682 (NECK-O-LAND ROAD).  TURN SOUTHWEST ONTO ROUTE 682 AND
 GV6143'TRAVEL APPROXIMATELY 1.74 KM (1.08 MI) .  THE STATION IS LOCATED
 GV6143'SOUTH OF ROUTE 682 NEAR A UTILITY POLE.  REFERENCE MARK NO. 3 AZ. IS
 GV6143'A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE
 GV6143'GROUND SURFACE, STAMPED STATION NO. 334 - REFERENCE MARK NO. 3 AZ.
 GV6143'THE DISK IS LOCATED 3.51 M (11.52 FT) SOUTHEAST OF THE CENTERLINE OF
 GV6143'THE PAVEMENT OF ROUTE 682, 6.55 M (21.49 FT) WEST OF A WATER METER,
 GV6143'AND 10.70 M (35.10 FT) NORTHWEST OF A UTILITY POLE NUMBER RK88
 GV6143'(CHESAPEAKE AND POTOMAC TELEPHONE COMPANY NUMBER 78).
 GV6143
 GV6143                          STATION RECOVERY (1998)
 GV6143
 GV6143'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6143'RECOVERED IN GOOD CONDITION.
 GV6143
 GV6143                          STATION RECOVERY (2003)
 GV6143
 GV6143'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0590 ***********************************************************************
 HW0590  DESIGNATION -  334.47
 HW0590  PID         -  HW0590
 HW0590  STATE/COUNTY-  VA/MADISON
 HW0590  USGS QUAD   -  MADISON MILLS (1988)
 HW0590
 HW0590                         *CURRENT SURVEY CONTROL
 HW0590  ___________________________________________________________________
 HW0590* NAD 83(1986)-  38 16 48.     (N)    078 08 24.     (W)     SCALED    
 HW0590* NAVD 88     -       101.723  (meters)     333.74   (feet)  ADJUSTED  
 HW0590  ___________________________________________________________________
 HW0590  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0590  DYNAMIC HT  -         101.657 (meters)     333.52  (feet)  COMP
 HW0590  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HW0590
 HW0590  VERT ORDER  -  SECOND    CLASS 0
 HW0590
 HW0590.The horizontal coordinates were scaled from a topographic map and have
 HW0590.an estimated accuracy of +/- 6 seconds.
 HW0590
 HW0590.The orthometric height was determined by differential leveling
 HW0590.and adjusted by the National Geodetic Survey in June 1991..
 HW0590
 HW0590.The geoid height was determined by GEOID03.
 HW0590
 HW0590.The dynamic height is computed by dividing the NAVD 88
 HW0590.geopotential number by the normal gravity value computed on the
 HW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0590.degrees latitude (g = 980.6199 gals.).
 HW0590
 HW0590.The modeled gravity was interpolated from observed gravity values.
 HW0590
 HW0590;                    North         East    Units  Estimated Accuracy
 HW0590;SPC VA N     - 2,068,140.    3,531,500.      MT  (+/- 180 meters Scaled)
 HW0590
 HW0590                          SUPERSEDED SURVEY CONTROL
 HW0590
 HW0590  NGVD 29 (??/??/92)  101.952  (m)          334.49   (f) ADJ UNCH    2 0
 HW0590
 HW0590.Superseded values are not recommended for survey control.
 HW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0590.See file dsdata.txt to determine how the superseded data were derived.
 HW0590
 HW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC501407(NAD 83)
 HW0590_MARKER: N = NAIL
 HW0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0590_SP_SET: TREE
 HW0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0590
 HW0590  HISTORY     - Date     Condition        Report By
 HW0590  HISTORY     - UNK      MONUMENTED       USGS
 HW0590  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0590
 HW0590                          STATION DESCRIPTION
 HW0590
 HW0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0590'AT MADISON MILLS.
 HW0590'AT MADISON MILLS, MADISON COUNTY, ON U.S. HIGHWAY 15, ABOUT 0.5
 HW0590'MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 16, 45 FEET WEST
 HW0590'OF THE ORANGE-MADISON COUNTY LINE, ABOUT 90 FEET SOUTHEAST OF
 HW0590'THE EAST END OF THE BRIDGE OVER RAPIDAN RIVER, 108 FEET SOUTH OF
 HW0590'THE CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A 24-INCH
 HW0590'LOCUST TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6144 ***********************************************************************
 GV6144  DESIGNATION -  335 RM 3 AZ MK
 GV6144  PID         -  GV6144
 GV6144  STATE/COUNTY-  VA/JAMES CITY
 GV6144  USGS QUAD   -  HOG ISLAND (1984)
 GV6144
 GV6144                         *CURRENT SURVEY CONTROL
 GV6144  ___________________________________________________________________
 GV6144* NAD 83(1993)-  37 14 58.70234(N)    076 43 27.11028(W)     ADJUSTED  
 GV6144* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 GV6144  ___________________________________________________________________
 GV6144  X           -   1,167,312.279 (meters)                     COMP
 GV6144  Y           -  -4,947,410.223 (meters)                     COMP
 GV6144  Z           -   3,839,470.603 (meters)                     COMP
 GV6144  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV6144  ELLIP HEIGHT-         -20.41  (meters)          (06/04/02) GPS OBS
 GV6144  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV6144
 GV6144  HORZ ORDER  -  SECOND
 GV6144  ELLP ORDER  -  FOURTH    CLASS II
 GV6144
 GV6144.The horizontal coordinates were established by GPS observations
 GV6144.and adjusted by the National Geodetic Survey in September 1995..
 GV6144
 GV6144.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6144
 GV6144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6144
 GV6144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6144
 GV6144.The ellipsoidal height was determined by GPS observations
 GV6144.and is referenced to NAD 83.
 GV6144
 GV6144.The geoid height was determined by GEOID03.
 GV6144
 GV6144;                    North         East     Units Scale Factor Converg.
 GV6144;SPC VA S     - 1,103,168.242 3,657,531.349   MT  0.99994751   +1 04 40.0
 GV6144;SPC VA S     - 3,619,311.14 11,999,750.77   sFT  0.99994751   +1 04 40.0
 GV6144;UTM  18      - 4,123,959.192   347,084.473   MT  0.99988805   -1 02 37.8
 GV6144
 GV6144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6144!SPC VA S     -   1.00000320  x   0.99994751  =   0.99995071
 GV6144!UTM  18      -   1.00000320  x   0.99988805  =   0.99989125
 GV6144
 GV6144                          SUPERSEDED SURVEY CONTROL
 GV6144
 GV6144  ELLIP H (09/08/95)  -20.20   (m)                       GP(       ) 4 2
 GV6144  NAD 83(1993)-  37 14 58.70317(N)    076 43 27.11671(W) AD(       ) 2
 GV6144  NAD 83(1986)-  37 14 58.70904(N)    076 43 27.13631(W) AD(       ) 2
 GV6144  NGVD 29 (02/21/92)   15.3    (m)           50.     (f) GPS OBS        
 GV6144
 GV6144.Superseded values are not recommended for survey control.
 GV6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6144.See file dsdata.txt to determine how the superseded data were derived.
 GV6144
 GV6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4708423959(NAD 83)
 GV6144_MARKER: DD = SURVEY DISK
 GV6144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6144_SP_SET: CONCRETE POST
 GV6144_STAMPING: STATION NO 335-REFERENCE MARK NO 3 AZ
 GV6144_MARK LOGO: VA-095
 GV6144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6144+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6144
 GV6144  HISTORY     - Date     Condition        Report By
 GV6144  HISTORY     - 1990     MONUMENTED       RSA
 GV6144  HISTORY     - 19980110 GOOD             USPSQD
 GV6144  HISTORY     - 20030206 GOOD             USPSQD
 GV6144
 GV6144                          STATION DESCRIPTION
 GV6144
 GV6144'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6144'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6144'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 199
 GV6144'(SOUTH BYPASS) AND THE COLONIAL NATIONAL HISTORICAL PARKWAY, PROCEED
 GV6144'WEST ALONG ROUTE 199 APPROXIMATELY 1.89 KM (1.17 MI) .  THE STATION
 GV6144'IS LOCATED IN THE MEDIAN, NEAR AN EAST-WEST CROSSOVER.  REFERENCE
 GV6144'MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6144'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 335 -
 GV6144'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED IN THE MEDIAN OF ROUTE
 GV6144'199, 3.54 M (11.61 FT) EAST OF THE BACK OF THE CONCRETE MEDIAN, 0.85
 GV6144'M (2.79 FT) SOUTH OF THE CURB OF THE WESTBOUND LANES OF ROUTE 199,
 GV6144'0.95 M (3.12 FT) NORTH OF THE BACK OF THE CURB OF THE EASTBOUND LANES
 GV6144'OF ROUTE 199, AND 18.78 M (61.61 FT) EAST OF A KEEP RIGHT SIGN.
 GV6144
 GV6144                          STATION RECOVERY (1998)
 GV6144
 GV6144'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6144'RECOVERED IN GOOD CONDITION.
 GV6144
 GV6144                          STATION RECOVERY (2003)
 GV6144
 GV6144'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0024 ***********************************************************************
 HW0024  DESIGNATION -  335 USE
 HW0024  PID         -  HW0024
 HW0024  STATE/COUNTY-  VA/WARREN
 HW0024  USGS QUAD   -  FRONT ROYAL (1994)
 HW0024
 HW0024                         *CURRENT SURVEY CONTROL
 HW0024  ___________________________________________________________________
 HW0024* NAD 83(1986)-  38 56 55.     (N)    078 11 54.     (W)     SCALED    
 HW0024* NAVD 88     -       150.916  (meters)     495.13   (feet)  ADJUSTED  
 HW0024  ___________________________________________________________________
 HW0024  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HW0024  DYNAMIC HT  -         150.818 (meters)     494.81  (feet)  COMP
 HW0024  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HW0024
 HW0024  VERT ORDER  -  SECOND    CLASS 0
 HW0024
 HW0024.The horizontal coordinates were scaled from a topographic map and have
 HW0024.an estimated accuracy of +/- 6 seconds.
 HW0024
 HW0024.The orthometric height was determined by differential leveling
 HW0024.and adjusted by the National Geodetic Survey in June 1991..
 HW0024
 HW0024.The geoid height was determined by GEOID03.
 HW0024
 HW0024.The dynamic height is computed by dividing the NAVD 88
 HW0024.geopotential number by the normal gravity value computed on the
 HW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0024.degrees latitude (g = 980.6199 gals.).
 HW0024
 HW0024.The modeled gravity was interpolated from observed gravity values.
 HW0024
 HW0024;                    North         East    Units  Estimated Accuracy
 HW0024;SPC VA N     - 2,142,340.    3,526,150.      MT  (+/- 180 meters Scaled)
 HW0024
 HW0024                          SUPERSEDED SURVEY CONTROL
 HW0024
 HW0024  NGVD 29 (??/??/92)  151.123  (m)          495.81   (f) ADJ UNCH    2 0
 HW0024
 HW0024.Superseded values are not recommended for survey control.
 HW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0024.See file dsdata.txt to determine how the superseded data were derived.
 HW0024
 HW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD427148(NAD 83)
 HW0024_MARKER: DD = SURVEY DISK
 HW0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW0024_STAMPING: 335
 HW0024_MARK LOGO: USE   
 HW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0024+STABILITY: SURFACE MOTION
 HW0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0024+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 HW0024
 HW0024  HISTORY     - Date     Condition        Report By
 HW0024  HISTORY     - UNK      MONUMENTED       DOD
 HW0024  HISTORY     - 1958     GOOD             NGS
 HW0024  HISTORY     - 1983     GOOD             NGS
 HW0024  HISTORY     - 20041128 GOOD             GEOCAC
 HW0024
 HW0024                          STATION DESCRIPTION
 HW0024
 HW0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0024'2.7 MI N FROM FRONT ROYAL.
 HW0024'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0024'AT FRONT ROYAL, THENCE 0.5 MILE NORTH ALONG THE RIVERTON ROAD,
 HW0024'ALONG THE RIGHT-OF-WAY OF THE SOUTHERN RAILWAY, BETWEEN THE
 HW0024'SOUTHERN RAILWAY STATION AT RIVERTON AND THE NEW HIGHWAY BRIDGE
 HW0024'OVER THE SHENANDOAH RIVER, ON TOP OF THE SOUTHWEST END OF THE
 HW0024'NORTHWEST CONCRETE RETAINING WALL FOR THE OLD HIGHWAY BRIDGE
 HW0024'APPROACH, 42 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 28 FEET
 HW0024'NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY AND ABOUT 2 FEET
 HW0024'ABOVE THE LEVEL OF THE TRACK.
 HW0024
 HW0024                          STATION RECOVERY (1983)
 HW0024
 HW0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0024'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 HW0024'FOLLOWING CORRECTIONS, DELETE--THE SOUTHERN RAILWAY STATION AT
 HW0024'RIVERTON HAS BEEN RAZED, MARK IS ABOUT LEVEL WITH THE TRACKS,
 HW0024'ADD--MARK IS 4.88 METERS (16.0 FT) SOUTHWEST OF UTILITY POLE 10130,
 HW0024'NOTE--NOT LEVELED TO IN 1983.
 HW0024
 HW0024                          STATION RECOVERY (2004)
 HW0024
 HW0024'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW0024'MARK IS LOCATED APPROXIMATELY 7 FEET WEST-NORTHWEST OF 'DUCK ST.'
 HW0024'STREET SIGN, AND APPROXIMATELY 14 FEET SOUTHWEST OF POLE 218S, AND
 HW0024'APPROXIMATELY 7 FEET NORTHEAST OF THE NORTHEAST WOODEN POST SUPPORTING
 HW0024'A METAL GATE AND ROUGHLY ON A LINE WITH THAT GATE. CONSUMER GRADE
 HW0024'HANDHELD GPS RECEIVER REPORTS NAD 83 (1986) POSITION AS N38 56 55.3,
 HW0024'W078 11 54.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1172 ***********************************************************************
 FX1172  DESIGNATION -  33.6
 FX1172  PID         -  FX1172
 FX1172  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1172  USGS QUAD   -  COURTLAND (1986)
 FX1172
 FX1172                         *CURRENT SURVEY CONTROL
 FX1172  ___________________________________________________________________
 FX1172* NAD 83(1986)-  36 44 51.     (N)    077 04 49.     (W)     SCALED    
 FX1172* NAVD 88     -         9.78   (+/-2cm)      32.1    (feet)  VERTCON   
 FX1172  ___________________________________________________________________
 FX1172  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 FX1172
 FX1172  VERT ORDER  -  ? (See Below)
 FX1172
 FX1172.The horizontal coordinates were scaled from a topographic map and have
 FX1172.an estimated accuracy of +/- 6 seconds.
 FX1172
 FX1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1172.The vertical order pertains to the NGVD 29 superseded value.
 FX1172
 FX1172.The geoid height was determined by GEOID03.
 FX1172
 FX1172;                    North         East    Units  Estimated Accuracy
 FX1172;SPC VA S     - 1,046,920.    3,626,780.      MT  (+/- 180 meters Scaled)
 FX1172
 FX1172                          SUPERSEDED SURVEY CONTROL
 FX1172
 FX1172  NGVD 29 (??/??/92)   10.222  (m)           33.54   (f) ADJ UNCH    ?  
 FX1172
 FX1172.Superseded values are not recommended for survey control.
 FX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1172.See file dsdata.txt to determine how the superseded data were derived.
 FX1172
 FX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF142688(NAD 83)
 FX1172_MARKER: Z = SEE DESCRIPTION
 FX1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1172_SP_SET: CULVERT
 FX1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1172
 FX1172  HISTORY     - Date     Condition        Report By
 FX1172  HISTORY     - UNK      MONUMENTED       CGS
 FX1172  HISTORY     - 1965     GOOD             NGS
 FX1172
 FX1172                          STATION DESCRIPTION
 FX1172
 FX1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1172'2 MI N FROM COURTLAND.
 FX1172'2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE SOUTHERN RAILWAY
 FX1172'STATION AT COURTLAND, SOUTHAMPTON COUNTY, AT A CONCRETE CULVERT
 FX1172'OVER A SMALL STREAM, AND AT THE CENTER OF THE TOP OF THE EAST
 FX1172'PARAPET WALL.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0468 ***********************************************************************
 FY0468  DESIGNATION -  336
 FY0468  PID         -  FY0468
 FY0468  STATE/COUNTY-  VA/HALIFAX
 FY0468  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY0468
 FY0468                         *CURRENT SURVEY CONTROL
 FY0468  ___________________________________________________________________
 FY0468* NAD 83(1986)-  36 34 47.     (N)    078 54 16.     (W)     SCALED    
 FY0468* NAVD 88     -       102.091  (meters)     334.94   (feet)  ADJUSTED  
 FY0468  ___________________________________________________________________
 FY0468  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0468  DYNAMIC HT  -         102.012 (meters)     334.68  (feet)  COMP
 FY0468  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 FY0468
 FY0468  VERT ORDER  -  SECOND    CLASS 0
 FY0468
 FY0468.The horizontal coordinates were scaled from a topographic map and have
 FY0468.an estimated accuracy of +/- 6 seconds.
 FY0468
 FY0468.The orthometric height was determined by differential leveling
 FY0468.and adjusted by the National Geodetic Survey in June 1991..
 FY0468
 FY0468.The geoid height was determined by GEOID03.
 FY0468
 FY0468.The dynamic height is computed by dividing the NAVD 88
 FY0468.geopotential number by the normal gravity value computed on the
 FY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0468.degrees latitude (g = 980.6199 gals.).
 FY0468
 FY0468.The modeled gravity was interpolated from observed gravity values.
 FY0468
 FY0468;                    North         East    Units  Estimated Accuracy
 FY0468;SPC VA S     - 1,027,420.    3,463,800.      MT  (+/- 180 meters Scaled)
 FY0468
 FY0468                          SUPERSEDED SURVEY CONTROL
 FY0468
 FY0468  NGVD 29 (??/??/92)  102.417  (m)          336.01   (f) ADJ UNCH    2 0
 FY0468
 FY0468.Superseded values are not recommended for survey control.
 FY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0468.See file dsdata.txt to determine how the superseded data were derived.
 FY0468
 FY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA874502(NAD 83)
 FY0468_MARKER: DD = SURVEY DISK
 FY0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0468_SP_SET: BRIDGE
 FY0468_STAMPING: 336.072
 FY0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0468
 FY0468  HISTORY     - Date     Condition        Report By
 FY0468  HISTORY     - UNK      MONUMENTED       USGS
 FY0468  HISTORY     - 1935     GOOD             NGS
 FY0468
 FY0468                          STATION DESCRIPTION
 FY0468
 FY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0468'2.1 MI E FROM DENNISTON.
 FY0468'RECOVERED AS DESCRIBED.  2.1 MILES EAST ALONG THE SOUTHERN RAILWAY
 FY0468'FROM DENNISTON, HALIFAX COUNTY, AT BRIDGE 167.3 OVER HYCO RIVER,
 FY0468'IN THE TOP OF THE SOUTHWEST CORNER OF THE BRIDGE SEAT OF THE EAST
 FY0468'ABUTMENT, ABOUT 4 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND
 FY0468'5 FEET LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 FY0468'STANDARD DISK, STAMPED 336.072.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6145 ***********************************************************************
 GV6145  DESIGNATION -  336 RM 3 AZ MK
 GV6145  PID         -  GV6145
 GV6145  STATE/COUNTY-  VA/JAMES CITY
 GV6145  USGS QUAD   -  NORGE (1984)
 GV6145
 GV6145                         *CURRENT SURVEY CONTROL
 GV6145  ___________________________________________________________________
 GV6145* NAD 83(1993)-  37 15 56.55060(N)    076 49 18.24431(W)     ADJUSTED  
 GV6145* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 GV6145  ___________________________________________________________________
 GV6145  X           -   1,158,643.433 (meters)                     COMP
 GV6145  Y           -  -4,948,344.063 (meters)                     COMP
 GV6145  Z           -   3,840,893.977 (meters)                     COMP
 GV6145  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV6145  ELLIP HEIGHT-         -13.88  (meters)          (06/04/02) GPS OBS
 GV6145  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV6145
 GV6145  HORZ ORDER  -  SECOND
 GV6145  ELLP ORDER  -  FOURTH    CLASS II
 GV6145
 GV6145.The horizontal coordinates were established by GPS observations
 GV6145.and adjusted by the National Geodetic Survey in September 1995..
 GV6145
 GV6145.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6145
 GV6145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6145
 GV6145.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6145
 GV6145.The ellipsoidal height was determined by GPS observations
 GV6145.and is referenced to NAD 83.
 GV6145
 GV6145.The geoid height was determined by GEOID03.
 GV6145
 GV6145;                    North         East     Units Scale Factor Converg.
 GV6145;SPC VA S     - 1,104,792.948 3,648,848.064   MT  0.99994697   +1 01 06.9
 GV6145;SPC VA S     - 3,624,641.53 11,971,262.36   sFT  0.99994697   +1 01 06.9
 GV6145;UTM  18      - 4,125,904.184   338,467.661   MT  0.99992143   -1 06 12.0
 GV6145
 GV6145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6145!SPC VA S     -   1.00000218  x   0.99994697  =   0.99994915
 GV6145!UTM  18      -   1.00000218  x   0.99992143  =   0.99992361
 GV6145
 GV6145|---------------------------------------------------------------------|
 GV6145| PID    Reference Object                     Distance      Geod. Az  |
 GV6145|                                                           dddmmss.s |
 GV6145| GV6098 0336                                303.207 METERS 34421     |
 GV6145|---------------------------------------------------------------------|
 GV6145
 GV6145                          SUPERSEDED SURVEY CONTROL
 GV6145
 GV6145  ELLIP H (09/08/95)  -13.67   (m)                       GP(       ) 4 2
 GV6145  NAD 83(1993)-  37 15 56.55159(N)    076 49 18.25069(W) AD(       ) 2
 GV6145  ELLIP H (11/14/94)  -13.82   (m)                       GP(       ) 4 2
 GV6145  NAD 83(1986)-  37 15 56.55678(N)    076 49 18.26940(W) AD(       ) 2
 GV6145  NGVD 29 (02/21/92)   21.6    (m)           71.     (f) GPS OBS        
 GV6145
 GV6145.Superseded values are not recommended for survey control.
 GV6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6145.See file dsdata.txt to determine how the superseded data were derived.
 GV6145
 GV6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3846825904(NAD 83)
 GV6145_MARKER: DD = SURVEY DISK
 GV6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6145_SP_SET: CONCRETE POST
 GV6145_STAMPING: STATION NO 336-REFERENCE MARK NO 3 AZ
 GV6145_MARK LOGO: VA-095
 GV6145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6145+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6145
 GV6145  HISTORY     - Date     Condition        Report By
 GV6145  HISTORY     - 1990     MONUMENTED       RSA
 GV6145  HISTORY     - 19980126 GOOD             USPSQD
 GV6145  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV6145
 GV6145                          STATION DESCRIPTION
 GV6145
 GV6145'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6145'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6145'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND ROUTE 5
 GV6145'(JOHN TYLER HIGHWAY) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTH
 GV6145'ALONG ROUTE 614 APPROXIMATELY 2.62 KM (1.63 MI) TO THE INTERSECTION
 GV6145'OF ROUTE 613 (BRICK BAT ROAD). TURN WEST ONTO ROUTE 613 AND TRAVEL
 GV6145'APPROXIMATELY 1.80 KM (1.12 MI) .  THE STATION IS LOCATED
 GV6145'APPROXIMATELY 0.32 KM (0.20 MI) SOUTH OF THE INTERSECTION OF ROUTE
 GV6145'613 AND ROUTE 1125 (SAWMILL ROAD), SOUTHEAST OF ROUTE 1125, NEAR A
 GV6145'WIRE FENCE.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6145'CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND SURFACE,
 GV6145'STAMPED STATION NO. 336 - REFERENCE MARK NO. 3 AZ. THE DISK IS
 GV6145'LOCATED 7.32 M (24.02 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVEMENT
 GV6145'OF ROUTE 1125, 22.71 M (74.51 FT) NORTHEAST OF UTILITY POLE NUMBER
 GV6145'92137, 1.19 M (3.90 FT) NORTHWEST OF A 48 INCH WIRE FENCE, AND 12.01
 GV6145'M (39.40 FT) NORTHWEST OF THE SOUTH END OF THE 48 INCH WIRE FENCE.
 GV6145
 GV6145                          STATION RECOVERY (1998)
 GV6145
 GV6145'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6145'RECOVERED IN GOOD CONDITION.
 GV6145
 GV6145                          STATION RECOVERY (2002)
 GV6145
 GV6145'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6146 ***********************************************************************
 GV6146  DESIGNATION -  337 RM 3 AZ MK
 GV6146  PID         -  GV6146
 GV6146  STATE/COUNTY-  VA/JAMES CITY
 GV6146  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6146
 GV6146                         *CURRENT SURVEY CONTROL
 GV6146  ___________________________________________________________________
 GV6146* NAD 83(1993)-  37 15 40.12210(N)    076 40 30.22295(W)     ADJUSTED  
 GV6146* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 GV6146  ___________________________________________________________________
 GV6146  X           -   1,171,377.983 (meters)                     COMP
 GV6146  Y           -  -4,945,661.573 (meters)                     COMP
 GV6146  Z           -   3,840,491.961 (meters)                     COMP
 GV6146  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GV6146  ELLIP HEIGHT-         -12.13  (meters)          (06/04/02) GPS OBS
 GV6146  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 GV6146
 GV6146  HORZ ORDER  -  SECOND
 GV6146  ELLP ORDER  -  FOURTH    CLASS II
 GV6146
 GV6146.The horizontal coordinates were established by GPS observations
 GV6146.and adjusted by the National Geodetic Survey in September 1995..
 GV6146
 GV6146.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6146
 GV6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6146
 GV6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6146
 GV6146.The ellipsoidal height was determined by GPS observations
 GV6146.and is referenced to NAD 83.
 GV6146
 GV6146.The geoid height was determined by GEOID03.
 GV6146
 GV6146;                    North         East     Units Scale Factor Converg.
 GV6146;SPC VA S     - 1,104,527.970 3,661,864.927   MT  0.99994712   +1 06 27.4
 GV6146;SPC VA S     - 3,623,772.18 12,013,968.51   sFT  0.99994712   +1 06 27.4
 GV6146;UTM  18      - 4,125,157.462   351,465.127   MT  0.99987178   -1 00 51.7
 GV6146
 GV6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6146!SPC VA S     -   1.00000190  x   0.99994712  =   0.99994902
 GV6146!UTM  18      -   1.00000190  x   0.99987178  =   0.99987368
 GV6146
 GV6146                          SUPERSEDED SURVEY CONTROL
 GV6146
 GV6146  ELLIP H (09/08/95)  -11.94   (m)                       GP(       ) 4 2
 GV6146  NAD 83(1993)-  37 15 40.12337(N)    076 40 30.22974(W) AD(       ) 2
 GV6146  ELLIP H (11/14/94)  -12.11   (m)                       GP(       ) 4 2
 GV6146  NAD 83(1986)-  37 15 40.12919(N)    076 40 30.24921(W) AD(       ) 2
 GV6146  NGVD 29 (02/21/92)   23.6    (m)           77.     (f) GPS OBS        
 GV6146
 GV6146.Superseded values are not recommended for survey control.
 GV6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6146.See file dsdata.txt to determine how the superseded data were derived.
 GV6146
 GV6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5146525157(NAD 83)
 GV6146_MARKER: DD = SURVEY DISK
 GV6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6146_SP_SET: CONCRETE POST
 GV6146_STAMPING: STATION NO 337-REFERENCE MARK NO 3 AZ
 GV6146_MARK LOGO: VA-095
 GV6146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6146+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6146
 GV6146  HISTORY     - Date     Condition        Report By
 GV6146  HISTORY     - 1990     MONUMENTED       RSA
 GV6146  HISTORY     - 19971029 GOOD             USPSQD
 GV6146  HISTORY     - 20030206 GOOD             USPSQD
 GV6146
 GV6146                          STATION DESCRIPTION
 GV6146
 GV6146'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6146'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6146'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND U.S.60
 GV6146'(POCAHONTAS TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED NORTHWEST
 GV6146'ALONG U.S.60 FOR APPROXIMATELY 2.37 KM (1.47 MI) .  THE STATION IS
 GV6146'LOCATED SOUTHWEST OF THE INTERSECTION OF FIFTH AVENUE AND OF U.S.60
 GV6146'NEAR ROCKYS GOURMET ICE CREAM SHOP, AND A FIRE HYDRANT.  REFERENCE
 GV6146'MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M
 GV6146'(0.10 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 337 -
 GV6146'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED ON THE SOUTH SIDE OF
 GV6146'U.S.60, 3.23 M (10.60 FT) NORTH OF THE ASPHALT PARKING LOT FOR ROCKYS
 GV6146'GOURMET ICE CREAM SHOP, 5.42 M (17.78 FT) WEST OF A FIRE HYDRANT, AND
 GV6146'2.87 M (9.42 FT) SOUTH OF THE NORTH SIDE OF A 5 FOOT CONCRETE
 GV6146'SIDEWALK.
 GV6146
 GV6146                          STATION RECOVERY (1997)
 GV6146
 GV6146'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6146'RECOVERED IN GOOD CONDITION.
 GV6146
 GV6146                          STATION RECOVERY (2003)
 GV6146
 GV6146'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6146'MODIFY= SHOULD BE 5.42 M (17.28 FT ) NORTHWEST OF A FIRE HYDRANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6147 ***********************************************************************
 GV6147  DESIGNATION -  338 RM 3 AZ MK
 GV6147  PID         -  GV6147
 GV6147  STATE/COUNTY-  VA/JAMES CITY
 GV6147  USGS QUAD   -  YORKTOWN (1994)
 GV6147
 GV6147                         *CURRENT SURVEY CONTROL
 GV6147  ___________________________________________________________________
 GV6147* NAD 83(1993)-  37 13 01.50748(N)    076 36 22.93368(W)     ADJUSTED  
 GV6147* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 GV6147  ___________________________________________________________________
 GV6147  X           -   1,177,991.927 (meters)                     COMP
 GV6147  Y           -  -4,947,132.392 (meters)                     COMP
 GV6147  Z           -   3,836,599.225 (meters)                     COMP
 GV6147  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV6147  ELLIP HEIGHT-         -11.91  (meters)          (06/04/02) GPS OBS
 GV6147  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 GV6147
 GV6147  HORZ ORDER  -  SECOND
 GV6147  ELLP ORDER  -  FOURTH    CLASS II
 GV6147
 GV6147.The horizontal coordinates were established by GPS observations
 GV6147.and adjusted by the National Geodetic Survey in September 1995..
 GV6147
 GV6147.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6147
 GV6147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6147
 GV6147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6147
 GV6147.The ellipsoidal height was determined by GPS observations
 GV6147.and is referenced to NAD 83.
 GV6147
 GV6147.The geoid height was determined by GEOID03.
 GV6147
 GV6147;                    North         East     Units Scale Factor Converg.
 GV6147;SPC VA S     - 1,099,759.373 3,668,054.864   MT  0.99994883   +1 08 57.4
 GV6147;SPC VA S     - 3,608,127.21 12,034,276.67   sFT  0.99994883   +1 08 57.4
 GV6147;UTM  18      - 4,120,163.426   357,473.772   MT  0.99985024   -0 58 18.3
 GV6147
 GV6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6147!SPC VA S     -   1.00000187  x   0.99994883  =   0.99995070
 GV6147!UTM  18      -   1.00000187  x   0.99985024  =   0.99985211
 GV6147
 GV6147                          SUPERSEDED SURVEY CONTROL
 GV6147
 GV6147  ELLIP H (09/08/95)  -11.73   (m)                       GP(       ) 4 2
 GV6147  NAD 83(1993)-  37 13 01.50671(N)    076 36 22.94252(W) AD(       ) 2
 GV6147  NAD 83(1986)-  37 13 01.51552(N)    076 36 22.96124(W) AD(       ) 2
 GV6147  NGVD 29 (02/21/92)   24.0    (m)           79.     (f) GPS OBS        
 GV6147
 GV6147.Superseded values are not recommended for survey control.
 GV6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6147.See file dsdata.txt to determine how the superseded data were derived.
 GV6147
 GV6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5747420163(NAD 83)
 GV6147_MARKER: DD = SURVEY DISK
 GV6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6147_SP_SET: CONCRETE POST
 GV6147_STAMPING: STATION NO 338-REFERENCE MARK NO 3 AZ
 GV6147_MARK LOGO: VA-095
 GV6147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6147+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6147
 GV6147  HISTORY     - Date     Condition        Report By
 GV6147  HISTORY     - 1990     MONUMENTED       RSA
 GV6147  HISTORY     - 19980110 GOOD             USPSQD
 GV6147  HISTORY     - 20030206 GOOD             USPSQD
 GV6147
 GV6147                          STATION DESCRIPTION
 GV6147
 GV6147'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6147'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6147'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND ROUTE
 GV6147'143 (MERRIMAC TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED SOUTHEAST
 GV6147'ALONG ROUTE 143 APPROXIMATELY 6.28 KM (3.90 MI) .  THE STATION IS
 GV6147'LOCATED SOUTH OF ROUTE 143, NORTH OF A SET OF RAILROAD TRACKS, NEAR A
 GV6147'RAILROAD SIGNAL LIGHT AND A RAILROAD SWITCH.  REFERENCE MARK NO. 3
 GV6147'AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT)
 GV6147'BELOW THE GROUND SURFACE, STAMPED STATION NO. 338 - REFERENCE MARK NO.
 GV6147'3 AZ. THE DISK IS LOCATED APPROXIMATELY 128.02 M (420.01 FT) EAST OF
 GV6147'THE POINT OF CURVE OF ROUTE 143, 8.38 M (27.49 FT) SOUTH OF THE
 GV6147'CENTERLINE OF THE PAVEMENT OF ROUTE 143, 0.49 M (1.61 FT) SOUTHWEST
 GV6147'OF A METAL GUARDRAIL, APPROXIMATELY 50.90 M (166.99 FT) EAST OF A
 GV6147'POINT OPPOSITE A RAILROAD SWITCH, AND 11.74 M (38.52 FT) WEST OF A
 GV6147'POINT OPPOSITE A RAILROAD SIGNAL LIGHT.
 GV6147
 GV6147                          STATION RECOVERY (1998)
 GV6147
 GV6147'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6147'RECOVERED IN GOOD CONDITION.
 GV6147
 GV6147                          STATION RECOVERY (2003)
 GV6147
 GV6147'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2309 ***********************************************************************
 HV2309  DESIGNATION -  338 USGS
 HV2309  PID         -  HV2309
 HV2309  STATE/COUNTY-  VA/FAIRFAX
 HV2309  USGS QUAD   -  FALLS CHURCH (1994)
 HV2309
 HV2309                         *CURRENT SURVEY CONTROL
 HV2309  ___________________________________________________________________
 HV2309* NAD 83(1986)-  38 53 01.     (N)    077 10 24.     (W)     SCALED    
 HV2309* NAVD 88     -       102.565  (meters)     336.50   (feet)  ADJUSTED  
 HV2309  ___________________________________________________________________
 HV2309  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV2309  DYNAMIC HT  -         102.508 (meters)     336.31  (feet)  COMP
 HV2309  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 HV2309
 HV2309  VERT ORDER  -  SECOND    CLASS 0
 HV2309
 HV2309.The horizontal coordinates were scaled from a topographic map and have
 HV2309.an estimated accuracy of +/- 6 seconds.
 HV2309
 HV2309.The orthometric height was determined by differential leveling
 HV2309.and adjusted by the National Geodetic Survey in June 1991..
 HV2309
 HV2309.The geoid height was determined by GEOID03.
 HV2309
 HV2309.The dynamic height is computed by dividing the NAVD 88
 HV2309.geopotential number by the normal gravity value computed on the
 HV2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2309.degrees latitude (g = 980.6199 gals.).
 HV2309
 HV2309.The modeled gravity was interpolated from observed gravity values.
 HV2309
 HV2309;                    North         East    Units  Estimated Accuracy
 HV2309;SPC VA N     - 2,135,910.    3,615,100.      MT  (+/- 180 meters Scaled)
 HV2309
 HV2309                          SUPERSEDED SURVEY CONTROL
 HV2309
 HV2309  NGVD 29 (??/??/??)  102.797  (m)          337.26   (f) ADJUSTED    2 0
 HV2309
 HV2309.Superseded values are not recommended for survey control.
 HV2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2309.See file dsdata.txt to determine how the superseded data were derived.
 HV2309
 HV2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ114061(NAD 83)
 HV2309_MARKER: DD = SURVEY DISK
 HV2309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2309_SP_SET: BUILDING
 HV2309_STAMPING: 338
 HV2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2309
 HV2309  HISTORY     - Date     Condition        Report By
 HV2309  HISTORY     - UNK      MONUMENTED       USGS
 HV2309  HISTORY     - 1941     GOOD             CGS
 HV2309  HISTORY     - 1964     MARK NOT FOUND   CGS
 HV2309  HISTORY     - 20030504 MARK NOT FOUND   GEOCAC
 HV2309
 HV2309                          STATION DESCRIPTION
 HV2309
 HV2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2309'AT FALLS CHURCH.
 HV2309'AT FALLS CHURCH, FAIRFAX COUNTY, ON STATE HIGHWAY 7, IN THE OLD
 HV2309'FELLOWS BUILDING, 8 INCHES NORTH OF THE SOUTHEAST CORNER, 40 FT.
 HV2309'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FT ABOVE THE
 HV2309'GROUND, A U.S. GEOLOGICAL SURVEY STANDARD DISC, STAMPED 338 AND
 HV2309'SET VERTICALLY.
 HV2309
 HV2309                          STATION RECOVERY (1964)
 HV2309
 HV2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HV2309'MARK NOT FOUND.
 HV2309
 HV2309                          STATION RECOVERY (2003)
 HV2309
 HV2309'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0482 ***********************************************************************
 FY0482  DESIGNATION -  339
 FY0482  PID         -  FY0482
 FY0482  STATE/COUNTY-  VA/HALIFAX
 FY0482  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0482
 FY0482                         *CURRENT SURVEY CONTROL
 FY0482  ___________________________________________________________________
 FY0482* NAD 83(1986)-  36 39 53.     (N)    078 54 28.     (W)     SCALED    
 FY0482* NAVD 88     -       103.217  (meters)     338.64   (feet)  ADJUSTED  
 FY0482  ___________________________________________________________________
 FY0482  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY0482  DYNAMIC HT  -         103.137 (meters)     338.38  (feet)  COMP
 FY0482  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 FY0482
 FY0482  VERT ORDER  -  SECOND    CLASS 0
 FY0482
 FY0482.The horizontal coordinates were scaled from a topographic map and have
 FY0482.an estimated accuracy of +/- 6 seconds.
 FY0482
 FY0482.The orthometric height was determined by differential leveling
 FY0482.and adjusted by the National Geodetic Survey in June 1991..
 FY0482
 FY0482.The geoid height was determined by GEOID03.
 FY0482
 FY0482.The dynamic height is computed by dividing the NAVD 88
 FY0482.geopotential number by the normal gravity value computed on the
 FY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0482.degrees latitude (g = 980.6199 gals.).
 FY0482
 FY0482.The modeled gravity was interpolated from observed gravity values.
 FY0482
 FY0482;                    North         East    Units  Estimated Accuracy
 FY0482;SPC VA S     - 1,036,860.    3,463,540.      MT  (+/- 180 meters Scaled)
 FY0482
 FY0482                          SUPERSEDED SURVEY CONTROL
 FY0482
 FY0482  NGVD 29 (??/??/92)  103.526  (m)          339.65   (f) ADJ UNCH    2 0
 FY0482
 FY0482.Superseded values are not recommended for survey control.
 FY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0482.See file dsdata.txt to determine how the superseded data were derived.
 FY0482
 FY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA869597(NAD 83)
 FY0482_MARKER: DD = SURVEY DISK
 FY0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0482_SP_SET: CULVERT
 FY0482_STAMPING: 339.714
 FY0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0482
 FY0482  HISTORY     - Date     Condition        Report By
 FY0482  HISTORY     - UNK      MONUMENTED       USGS
 FY0482  HISTORY     - 1935     GOOD             NGS
 FY0482
 FY0482                          STATION DESCRIPTION
 FY0482
 FY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0482'2.4 MI S FROM SOUTH BOSTON.
 FY0482'RECOVERED AS DESCRIBED.  2.4 MILES SOUTH ALONG THE NORFOLK AND
 FY0482'WESTERN RAILWAY FROM SOUTH BOSTON, HALIFAX COUNTY, 0.6 MILE
 FY0482'NORTHEAST OF BRIDGE 566, ABOUT 700 YARDS SOUTHWEST OF MILEPOST
 FY0482'L 63, ABOUT 7 YARDS SOUTH OF A PRIVATE-ROAD CROSSING, IN THE
 FY0482'TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A SMALL PIPE CULVERT,
 FY0482'1 FOOT NORTHEAST OF THE CENTER OF THE CULVERT, ABOUT 3 YARDS
 FY0482'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 3 FEET LOWER THAN
 FY0482'THE RAIL, AND ABOUT 1 FOOT UNDER GROUND.  A UNITED STATES
 FY0482'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 339.714.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6148 ***********************************************************************
 GV6148  DESIGNATION -  339 RM 3 AZ MK
 GV6148  PID         -  GV6148
 GV6148  STATE/COUNTY-  VA/JAMES CITY
 GV6148  USGS QUAD   -  YORKTOWN (1994)
 GV6148
 GV6148                         *CURRENT SURVEY CONTROL
 GV6148  ___________________________________________________________________
 GV6148* NAD 83(1993)-  37 12 45.78329(N)    076 35 04.03889(W)     ADJUSTED  
 GV6148* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 GV6148  ___________________________________________________________________
 GV6148  X           -   1,179,951.533 (meters)                     COMP
 GV6148  Y           -  -4,946,964.242 (meters)                     COMP
 GV6148  Z           -   3,836,211.316 (meters)                     COMP
 GV6148  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GV6148  ELLIP HEIGHT-         -15.00  (meters)          (06/04/02) GPS OBS
 GV6148  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 GV6148
 GV6148  HORZ ORDER  -  SECOND
 GV6148  ELLP ORDER  -  FOURTH    CLASS II
 GV6148
 GV6148.The horizontal coordinates were established by GPS observations
 GV6148.and adjusted by the National Geodetic Survey in September 1995..
 GV6148
 GV6148.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6148
 GV6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6148
 GV6148.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6148
 GV6148.The ellipsoidal height was determined by GPS observations
 GV6148.and is referenced to NAD 83.
 GV6148
 GV6148.The geoid height was determined by GEOID03.
 GV6148
 GV6148;                    North         East     Units Scale Factor Converg.
 GV6148;SPC VA S     - 1,099,313.987 3,670,009.354   MT  0.99994903   +1 09 45.3
 GV6148;SPC VA S     - 3,606,665.97 12,040,689.02   sFT  0.99994903   +1 09 45.3
 GV6148;UTM  18      - 4,119,646.062   359,410.241   MT  0.99984348   -0 57 30.2
 GV6148
 GV6148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6148!SPC VA S     -   1.00000235  x   0.99994903  =   0.99995138
 GV6148!UTM  18      -   1.00000235  x   0.99984348  =   0.99984583
 GV6148
 GV6148                          SUPERSEDED SURVEY CONTROL
 GV6148
 GV6148  ELLIP H (09/08/95)  -14.83   (m)                       GP(       ) 4 2
 GV6148  NAD 83(1986)-  37 12 45.79171(N)    076 35 04.06702(W) AD(       ) 2
 GV6148  NGVD 29 (02/21/92)   21.0    (m)           69.     (f) GPS OBS        
 GV6148
 GV6148.Superseded values are not recommended for survey control.
 GV6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6148.See file dsdata.txt to determine how the superseded data were derived.
 GV6148
 GV6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5941019646(NAD 83)
 GV6148_MARKER: DD = SURVEY DISK
 GV6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6148_SP_SET: CONCRETE POST
 GV6148_STAMPING: STATION NO 339-REFERENCE MARK NO 3 AZ
 GV6148_MARK LOGO: VA-095
 GV6148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6148+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6148
 GV6148  HISTORY     - Date     Condition        Report By
 GV6148  HISTORY     - 1990     MONUMENTED       RSA
 GV6148  HISTORY     - 19980110 GOOD             USPSQD
 GV6148  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV6148
 GV6148                          STATION DESCRIPTION
 GV6148
 GV6148'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6148'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6148'STATION FROM THE INTERCHANGE OF ROUTE 199 (SOUTH BYPASS) AND ROUTE
 GV6148'143 (MERRIMAC TRAIL) NEAR THE CITY OF WILLIAMSBURG, PROCEED SOUTHEAST
 GV6148'ALONG ROUTE 143 APPROXIMATELY 8.00 KM (4.97 MI) .  THE STATION IS
 GV6148'LOCATED NORTHEAST OF ROUTE 143, SOUTH OF A VEPCO SUBSTATION, NEAR A
 GV6148'NEWPORT NEWS WATER TRANSMISSION MAIN CONCRETE MONUMENT.  REFERENCE
 GV6148'MARK NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M
 GV6148'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 339 -
 GV6148'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 11.16 M (36.61 FT) NORTH
 GV6148'OF THE CENTERLINE OF THE PAVEMENT OF ROUTE 143, 24.35 M (79.89 FT)
 GV6148'WEST OF A NEWPORT NEWS WATER TRANSMISSION MAIN CONCRETE MONUMENT WITH
 GV6148'DISK (STA. 1119+63), 18.84 M (61.81 FT) SOUTHWEST OF THE SOUTHEAST
 GV6148'CORNER OF AN 84 INCH CHAINLINK FENCE AROUND A VEPCO SUBSTATION, AND
 GV6148'19.72 M (64.70 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE 84 INCH
 GV6148'CHAINLINK FENCE AROUND THE VEPCO SUBSTATION.
 GV6148
 GV6148                          STATION RECOVERY (1998)
 GV6148
 GV6148'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6148'RECOVERED IN GOOD CONDITION.
 GV6148
 GV6148                          STATION RECOVERY (2003)
 GV6148
 GV6148'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1141 ***********************************************************************
 GW1141  DESIGNATION -  34
 GW1141  PID         -  GW1141
 GW1141  STATE/COUNTY-  VA/BEDFORD
 GW1141  USGS QUAD   -  FOREST (1985)
 GW1141
 GW1141                         *CURRENT SURVEY CONTROL
 GW1141  ___________________________________________________________________
 GW1141* NAD 83(1986)-  37 18 22.     (N)    079 18 29.     (W)     SCALED    
 GW1141* NAVD 88     -       271.775  (meters)     891.65   (feet)  POSTED    
 GW1141  ___________________________________________________________________
 GW1141  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1141  DYNAMIC HT  -         271.570 (meters)     890.98  (feet)  COMP
 GW1141  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 GW1141
 GW1141  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1141
 GW1141.The horizontal coordinates were scaled from a topographic map and have
 GW1141.an estimated accuracy of +/- 6 seconds.
 GW1141
 GW1141.The orthometric height was determined by differential leveling
 GW1141.and adjusted by the National Geodetic Survey in 1992..
 GW1141.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1141.rate of 0.0 thru 1.0 mm/km.
 GW1141
 GW1141.The geoid height was determined by GEOID03.
 GW1141
 GW1141.The dynamic height is computed by dividing the NAVD 88
 GW1141.geopotential number by the normal gravity value computed on the
 GW1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1141.degrees latitude (g = 980.6199 gals.).
 GW1141
 GW1141.The modeled gravity was interpolated from observed gravity values.
 GW1141
 GW1141;                    North         East    Units  Estimated Accuracy
 GW1141;SPC VA S     - 1,108,260.    3,428,370.      MT  (+/- 180 meters Scaled)
 GW1141
 GW1141                          SUPERSEDED SURVEY CONTROL
 GW1141
 GW1141  NGVD 29 (??/??/92)  272.023  (m)          892.46   (f) ADJ UNCH    2 0
 GW1141
 GW1141.Superseded values are not recommended for survey control.
 GW1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1141.See file dsdata.txt to determine how the superseded data were derived.
 GW1141
 GW1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB499301(NAD 83)
 GW1141_MARKER: DD = SURVEY DISK
 GW1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1141_SP_SET: HEADWALL
 GW1141_STAMPING: 34 MLS 892 1963
 GW1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1141
 GW1141  HISTORY     - Date     Condition        Report By
 GW1141  HISTORY     - 1963     MONUMENTED       USGS
 GW1141  HISTORY     - 1964     GOOD             NGS
 GW1141  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 GW1141
 GW1141                          STATION DESCRIPTION
 GW1141
 GW1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1141'3.9 MI W FROM TIMBERLAKE.
 GW1141'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 297 FROM THE TIMBERLAKE
 GW1141'BAPTIST CHURCH IN TIMBERLAKE TO THE MARK SET IN THE TOP OF THE
 GW1141'EAST END OF THE SOUTH HEADWALL OF A CULVERT, 0.1 MILE WEST OF
 GW1141'THE NEW LONDON ACADEMY, 21.4 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 GW1141'57 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 811 AND IS
 GW1141'ABOUT LEVEL WITH THE HIGHWAY.
 GW1141
 GW1141                          STATION RECOVERY (2006)
 GW1141
 GW1141'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW1141'ADDITIONAL INOFRMATION
 GW1141'AREA DEVELOPED
 GW1141'NO HEADWALL AT THIS LOCATION
 GW1141'STATION PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5545 ***********************************************************************
 GV5545  DESIGNATION -  34
 GV5545  PID         -  GV5545
 GV5545  STATE/COUNTY-  VA/C OF RICHMOND
 GV5545  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5545
 GV5545                         *CURRENT SURVEY CONTROL
 GV5545  ___________________________________________________________________
 GV5545* NAD 83(1993)-  37 28 16.76115(N)    077 26 54.47179(W)     ADJUSTED  
 GV5545* NAVD 88     -        26.96   (+/-2cm)      88.5    (feet)  VERTCON   
 GV5545  ___________________________________________________________________
 GV5545  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV5545  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5545
 GV5545  HORZ ORDER  -  SECOND
 GV5545  VERT ORDER  -  THIRD ? (See Below)
 GV5545
 GV5545.The horizontal coordinates were established by classical geodetic methods
 GV5545.and adjusted by the National Geodetic Survey in September 1995..
 GV5545
 GV5545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5545.The vertical order pertains to the NGVD 29 superseded value.
 GV5545
 GV5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5545
 GV5545.The geoid height was determined by GEOID03.
 GV5545
 GV5545;                    North         East     Units Scale Factor Converg.
 GV5545;SPC VA S     - 1,126,806.603 3,593,011.202   MT  0.99994704   +0 38 17.5
 GV5545;SPC VA S     - 3,696,864.66 11,788,070.92   sFT  0.99994704   +0 38 17.5
 GV5545;UTM  18      - 4,149,975.283   283,480.030   MT  1.00017750   -1 29 24.5
 GV5545
 GV5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5545!SPC VA S     -   1.00000097  x   0.99994704  =   0.99994801
 GV5545!UTM  18      -   1.00000097  x   1.00017750  =   1.00017847
 GV5545
 GV5545|---------------------------------------------------------------------|
 GV5545| PID    Reference Object                     Distance      Geod. Az  |
 GV5545|                                                           dddmmss.s |
 GV5545| DC5492 34 RM                                 7.026 METERS 11417     |
 GV5545| GV5546 35                                  APPROX. 1.6 KM 3592602.3 |
 GV5545|---------------------------------------------------------------------|
 GV5545
 GV5545                          SUPERSEDED SURVEY CONTROL
 GV5545
 GV5545  NAD 83(1993)-  37 28 16.76113(N)    077 26 54.47164(W) AD(       ) 2
 GV5545  NAD 83(1986)-  37 28 16.76740(N)    077 26 54.48864(W) AD(       ) 2
 GV5545  NAD 27      -  37 28 16.23653(N)    077 26 55.54487(W) AD(       ) 2
 GV5545  NGVD 29 (07/19/86)   27.28   (m)           89.5    (f) LEVELING    3  
 GV5545
 GV5545.Superseded values are not recommended for survey control.
 GV5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5545.See file dsdata.txt to determine how the superseded data were derived.
 GV5545
 GV5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8348049975(NAD 83)
 GV5545_MARKER: I = METAL ROD
 GV5545_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5545_SP_SET: OBJECT DRIVEN INTO GROUND
 GV5545
 GV5545  HISTORY     - Date     Condition        Report By
 GV5545  HISTORY     - 1972     MONUMENTED       VA2060
 GV5545  HISTORY     - 19960120 GOOD             USPSQD
 GV5545  HISTORY     - 19991023 GOOD             USPSQD
 GV5545  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 GV5545
 GV5545                          STATION DESCRIPTION
 GV5545
 GV5545'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5545'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5545'U. S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO
 GV5545'INTERSECTION OF WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 0.10
 GV5545'MILE TO INTERSECTION OF CASTLEWOOD RD., THENCE NORTH ON CASTLEWOOD
 GV5545'RD. 0.85 MILE TO INTERSECTION OF BELLS RD., THENCE WEST ON BELLS
 GV5545'RD.  0.10 MILE TO R. R. CROSSING, THENCE SOUTH ALONG R. R. TRACKS
 GV5545'477 FEET TO POINT NO. 34.
 GV5545'
 GV5545'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP APPROXIMATELY 1 INCH
 GV5545'ABOVE GROUND.
 GV5545'
 GV5545'477 FEET S. OF C/L OF BELLS RD., 11.80 FEET W. OF CENTER OF R.R.
 GV5545'SIDE TRACK, 9.90 FEET E. OF CENTER OF NORTHBOUND R.R. TRACKS,
 GV5545'30.2 FEET W. OF 8 INCHES CONCRETE PIPE EXTENDING FROM WAREHOUSE,
 GV5545'60.1 FEET S.E. OF CENTER OF R.R. SIGNAL TOWER.
 GV5545'
 GV5545'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN CENTER
 GV5545'OF PIN, SET FLUSH TO GROUND.  9.30 FEET W. OF CENTER OF R.R. SIDE
 GV5545'TRACK, 80.4 FEET S. E. OF CENTER R. R. SIGNAL TOWER,
 GV5545'486 FEET S. OF C/L OF BELLS RD.
 GV5545'
 GV5545'DISTANCE BETWEEN PT. 34 AND R. M. IS 23.04 FT., 7.026 M.
 GV5545'
 GV5545'NEAREST TOWN--RICHMOND.
 GV5545
 GV5545                          STATION RECOVERY (1996)
 GV5545
 GV5545'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5545'RECOVERED IN GOOD CONDITION.
 GV5545
 GV5545                          STATION RECOVERY (1999)
 GV5545
 GV5545'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5545'RECOVERED IN GOOD CONDITION.
 GV5545
 GV5545                          STATION RECOVERY (2003)
 GV5545
 GV5545'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2500 ***********************************************************************
 GW2500  DESIGNATION -  34 LLB
 GW2500  PID         -  GW2500
 GW2500  STATE/COUNTY-  VA/ROANOKE
 GW2500  USGS QUAD   -  HARDY (1984)
 GW2500
 GW2500                         *CURRENT SURVEY CONTROL
 GW2500  ___________________________________________________________________
 GW2500* NAD 83(1993)-  37 12 53.56088(N)    079 51 08.73208(W)     ADJUSTED  
 GW2500* NAVD 88     -       325.9    (meters)    1069.     (feet)  VERTCON   
 GW2500  ___________________________________________________________________
 GW2500  X           -     896,044.225 (meters)                     COMP
 GW2500  Y           -  -5,006,283.017 (meters)                     COMP
 GW2500  Z           -   3,836,588.853 (meters)                     COMP
 GW2500  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 GW2500  ELLIP HEIGHT-         293.51  (meters)          (05/17/02) GPS OBS
 GW2500  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2500
 GW2500  HORZ ORDER  -  FIRST
 GW2500  ELLP ORDER  -  FOURTH    CLASS II
 GW2500
 GW2500.The horizontal coordinates were established by GPS observations
 GW2500.and adjusted by the National Geodetic Survey in September 1995..
 GW2500
 GW2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2500
 GW2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2500
 GW2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2500
 GW2500.The ellipsoidal height was determined by GPS observations
 GW2500.and is referenced to NAD 83.
 GW2500
 GW2500.The geoid height was determined by GEOID03.
 GW2500
 GW2500;                    North         East     Units Scale Factor Converg.
 GW2500;SPC VA S     - 1,098,688.655 3,379,968.175   MT  0.99994893   -0 49 15.0
 GW2500;SPC VA S     - 3,604,614.36 11,089,112.25   sFT  0.99994893   -0 49 15.0
 GW2500;UTM  17      - 4,119,326.676   601,820.459   MT  0.99972771   +0 41 38.8
 GW2500
 GW2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2500!SPC VA S     -   0.99995394  x   0.99994893  =   0.99990287
 GW2500!UTM  17      -   0.99995394  x   0.99972771  =   0.99968166
 GW2500
 GW2500                          SUPERSEDED SURVEY CONTROL
 GW2500
 GW2500  ELLIP H (09/08/95)  293.58   (m)                       GP(       ) 4 2
 GW2500  NAD 83(1993)-  37 12 53.56153(N)    079 51 08.73195(W) AD(       ) 1
 GW2500  NAD 83(1986)-  37 12 53.56415(N)    079 51 08.74574(W) AD(       ) 1
 GW2500  NGVD 29 (07/01/93)  326.1    (m)         1070.     (f) GPS OBS        
 GW2500
 GW2500.Superseded values are not recommended for survey control.
 GW2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2500.See file dsdata.txt to determine how the superseded data were derived.
 GW2500
 GW2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0182019327(NAD 83)
 GW2500_MARKER: DB = BENCH MARK DISK
 GW2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2500_SP_SET: CONCRETE POST
 GW2500_STAMPING: 34 LLB 1962
 GW2500_MARK LOGO: DI    
 GW2500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2500+STABILITY: SURFACE MOTION
 GW2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2500+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1992
 GW2500
 GW2500  HISTORY     - Date     Condition        Report By
 GW2500  HISTORY     - 1962     MONUMENTED       USGS
 GW2500  HISTORY     - 19920215 GOOD             MSI
 GW2500
 GW2500                          STATION DESCRIPTION
 GW2500
 GW2500'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2500'THE STATION IS LOCATED IN ROANOKE COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2500'(9.7 KM) SOUTHEAST OF THE CITY OF ROANOKE.
 GW2500'TO REACH THE STATION FROM THE INTERSECTION OF THE BLUE RIDGE PARKWAY
 GW2500'AND S.R. 116, PROCEED SOUTHEAST ALONG S.R. 116 TO THE INTERSECTION
 GW2500'WITH S.R. 681.  TURN LEFT AND TRAVEL EAST ALONG S.R. 681 TO THE
 GW2500'INTERSECTION WITH S.R. 617 AND THE STATION ON THE RIGHT AT THE
 GW2500'NORTHEAST CORNER OF THE INTERSECTION IN FRONT OF A CHURCH.
 GW2500'THE STATION IS A US DEPT OF INTERIOR BENCHMARK DISK SET IN A CONCRETE
 GW2500'MONUMENT FLUSH WITH THE GROUND SURFACE, STAMPED 34 LLB 1962.  THE
 GW2500'DISK IS LOCATED 27.O FT NORTH OF THE CENTERLINE OF S.R. 681, 30.5 FT
 GW2500'(9.3 M) EAST OF THE CENTERLINE OD S.R. 617, 31.7 FT (9.7 M) WEST OF
 GW2500'THE SOUTH SIDE OF A BRICK SIGN FOR THE COOPERS COVE BAPTIST CHURCH,
 GW2500'AND 40.4 FT (12.3 M) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8299 ***********************************************************************
 HV8299  DESIGNATION -  34 WSM ECC
 HV8299  PID         -  HV8299
 HV8299  STATE/COUNTY-  VA/FAIRFAX
 HV8299  USGS QUAD   -  HERNDON (1994)
 HV8299
 HV8299                         *CURRENT SURVEY CONTROL
 HV8299  ___________________________________________________________________
 HV8299* NAD 83(1993)-  38 53 52.95922(N)    077 22 52.49436(W)     ADJUSTED  
 HV8299* NAVD 88     -       146.0    (meters)     479.     (feet)  VERTCON   
 HV8299  ___________________________________________________________________
 HV8299  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HV8299  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8299
 HV8299  HORZ ORDER  -  SECOND
 HV8299
 HV8299.The horizontal coordinates were established by classical geodetic methods
 HV8299.and adjusted by the National Geodetic Survey in November 1994..
 HV8299
 HV8299.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8299
 HV8299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8299
 HV8299.The geoid height was determined by GEOID03.
 HV8299
 HV8299;                    North         East     Units Scale Factor Converg.
 HV8299;SPC VA N     - 2,137,274.380 3,597,046.104   MT  0.99996034   +0 41 53.6
 HV8299;SPC VA N     - 7,012,041.03 11,801,308.76   sFT  0.99996034   +0 41 53.6
 HV8299;UTM  18      - 4,308,158.028   293,495.229   MT  1.00012514   -1 29 44.9
 HV8299
 HV8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8299!SPC VA N     -   0.99998207  x   0.99996034  =   0.99994241
 HV8299!UTM  18      -   0.99998207  x   1.00012514  =   1.00010720
 HV8299
 HV8299                          SUPERSEDED SURVEY CONTROL
 HV8299
 HV8299  NAD 83(1993)-  38 53 52.95859(N)    077 22 52.49881(W) AD(       ) 2
 HV8299  NAD 83(1986)-  38 53 52.95834(N)    077 22 52.50660(W) AD(       ) 2
 HV8299  NGVD 29 (01/12/90)  146.3    (m)          480.     (f) VERT ANG       
 HV8299
 HV8299.Superseded values are not recommended for survey control.
 HV8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8299.See file dsdata.txt to determine how the superseded data were derived.
 HV8299
 HV8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9349508158(NAD 83)
 HV8299_MARKER: Z = SEE DESCRIPTION
 HV8299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV8299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HV8299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8299
 HV8299  HISTORY     - Date     Condition        Report By
 HV8299  HISTORY     - 1969     MONUMENTED       VA-059
 HV8299  HISTORY     - 1978     GOOD             VA-059
 HV8299
 HV8299                          STATION DESCRIPTION
 HV8299
 HV8299'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8299'STATION IS 4.3 MILES NORTH WEST OF KAMP WASHINGTON, 2.7 MILES EAST
 HV8299'NORTH EAST OF CHANTILLY AND 5.0 MILES SOUTH OF HERNDON. THE STATION
 HV8299'IS ON OR NEAR THE RIGHT OF WAY OF WEST OX ROAD (ROUTE 608), 500 FEET
 HV8299'SOUTH OF INTERSECTION OF OXON ROAD AND 900 FEET NORTH NORTH WEST OF
 HV8299'INTERSECTION OF BENNETT ROAD.
 HV8299'
 HV8299'FROM KAMP WASHINGTON IN FAIRFAX PROCEED NORTH WEST ON ROUTE 50, 2.4
 HV8299'MILES TO WEST OX ROAD.  TURN RIGHT (NORTH NORTH WEST) ON SAME FOR 2.4
 HV8299'MILES TO STATION ON LEFT.  STATION IS ACROSS ROAD FROM WHITE TWO STORY
 HV8299'FRAME HOUSE, HOUSE NUMBER 3229.
 HV8299'
 HV8299'STATION IS 1.9 FEET NORTH WEST OF C AND P GUY WIRE POLE NUMBER IN35X
 HV8299'AND APPROXIMATELY 10 FEET FROM EDGE OF PAVEMENT OF WEST OX ROAD.
 HV8299'STATION IS A COPPERWELD MONUMENT STAMPED---FX CO DPW---.
 HV8299
 HV8299                          STATION RECOVERY (1978)
 HV8299
 HV8299'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1978 (EYB)
 HV8299'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THERE IS AN ABUNDANCE
 HV8299'OF SMALL TREES AROUND STATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2677 ***********************************************************************
 AA2677  DESIGNATION -  340 RESET
 AA2677  PID         -  AA2677
 AA2677  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2677  USGS QUAD   -  FALLS CHURCH (1994)
 AA2677
 AA2677                         *CURRENT SURVEY CONTROL
 AA2677  ___________________________________________________________________
 AA2677* NAD 83(1986)-  38 53 01.     (N)    077 10 26.     (W)     SCALED    
 AA2677* NAVD 88     -       103.456  (meters)     339.42   (feet)  ADJUSTED  
 AA2677  ___________________________________________________________________
 AA2677  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AA2677  DYNAMIC HT  -         103.399 (meters)     339.23  (feet)  COMP
 AA2677  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 AA2677
 AA2677  VERT ORDER  -  THIRD
 AA2677
 AA2677.The horizontal coordinates were scaled from a topographic map and have
 AA2677.an estimated accuracy of +/- 6 seconds.
 AA2677
 AA2677.The orthometric height was determined by differential leveling
 AA2677.and adjusted by the National Geodetic Survey in September 2004..
 AA2677.No vertical observational check was made to the station.
 AA2677
 AA2677.The geoid height was determined by GEOID03.
 AA2677
 AA2677.The dynamic height is computed by dividing the NAVD 88
 AA2677.geopotential number by the normal gravity value computed on the
 AA2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2677.degrees latitude (g = 980.6199 gals.).
 AA2677
 AA2677.The modeled gravity was interpolated from observed gravity values.
 AA2677
 AA2677;                    North         East    Units  Estimated Accuracy
 AA2677;SPC VA N     - 2,135,910.    3,615,060.      MT  (+/- 180 meters Scaled)
 AA2677
 AA2677                          SUPERSEDED SURVEY CONTROL
 AA2677
 AA2677.No superseded survey control is available for this station.
 AA2677
 AA2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ114061(NAD 83)
 AA2677_MARKER: DD = SURVEY DISK
 AA2677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA2677_SP_SET: BUILDING
 AA2677_STAMPING: 340 RESET 1953
 AA2677_MARK LOGO: USGS  
 AA2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2677
 AA2677  HISTORY     - Date     Condition        Report By
 AA2677  HISTORY     - 1953     MONUMENTED       USGS
 AA2677  HISTORY     - 19940425 GOOD             GEOMET
 AA2677
 AA2677                          STATION DESCRIPTION
 AA2677
 AA2677'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994
 AA2677'IN FALLS CHURCH, 0.2 MI (0.3 KM) NW OF INTERSECTION OF LEE HIGHWAY
 AA2677'(WASHINGTON STREET) AND STATE HIGHWAY 7 (BROAD STREET), IN NW CORNER
 AA2677'OF POST OFFICE BUILDING (FALLS CHURCH VA 22046) AT INTERSECTION OF W
 AA2677'BROAD STREET AND LITTLE FALLS STREET, SET VERTICALLY 3.5 FT (1.1 M)
 AA2677'ABOVE GROUND.  (NOTE--REPLACED USGS BM 338 IN ODD FELLOWS BUILDING.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6149 ***********************************************************************
 GV6149  DESIGNATION -  340 RM 3 AZ MK
 GV6149  PID         -  GV6149
 GV6149  STATE/COUNTY-  VA/JAMES CITY
 GV6149  USGS QUAD   -  TOANO (1986)
 GV6149
 GV6149                         *CURRENT SURVEY CONTROL
 GV6149  ___________________________________________________________________
 GV6149* NAD 83(1993)-  37 25 35.29127(N)    076 49 41.15937(W)     ADJUSTED  
 GV6149* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 GV6149  ___________________________________________________________________
 GV6149  X           -   1,155,629.509 (meters)                     COMP
 GV6149  Y           -  -4,937,943.445 (meters)                     COMP
 GV6149  Z           -   3,855,085.382 (meters)                     COMP
 GV6149  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GV6149  ELLIP HEIGHT-          -1.80  (meters)          (06/04/02) GPS OBS
 GV6149  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 GV6149
 GV6149  HORZ ORDER  -  SECOND
 GV6149  ELLP ORDER  -  FOURTH    CLASS II
 GV6149
 GV6149.The horizontal coordinates were established by GPS observations
 GV6149.and adjusted by the National Geodetic Survey in September 1995..
 GV6149
 GV6149.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6149
 GV6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6149
 GV6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6149
 GV6149.The ellipsoidal height was determined by GPS observations
 GV6149.and is referenced to NAD 83.
 GV6149
 GV6149.The geoid height was determined by GEOID03.
 GV6149
 GV6149;                    North         East     Units Scale Factor Converg.
 GV6149;SPC VA S     - 1,122,621.120 3,647,967.625   MT  0.99994593   +1 00 53.0
 GV6149;SPC VA S     - 3,683,132.79 11,968,373.78   sFT  0.99994593   +1 00 53.0
 GV6149;UTM  18      - 4,143,752.311   338,248.565   MT  0.99992229   -1 06 40.5
 GV6149
 GV6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6149!SPC VA S     -   1.00000028  x   0.99994593  =   0.99994621
 GV6149!UTM  18      -   1.00000028  x   0.99992229  =   0.99992257
 GV6149
 GV6149                          SUPERSEDED SURVEY CONTROL
 GV6149
 GV6149  ELLIP H (09/08/95)   -1.56   (m)                       GP(       ) 4 2
 GV6149  NAD 83(1993)-  37 25 35.29161(N)    076 49 41.16450(W) AD(       ) 2
 GV6149  ELLIP H (11/14/94)   -1.74   (m)                       GP(       ) 4 2
 GV6149  NAD 83(1986)-  37 25 35.29588(N)    076 49 41.18064(W) AD(       ) 2
 GV6149  NGVD 29 (02/21/92)   33.2    (m)          109.     (f) GPS OBS        
 GV6149
 GV6149.Superseded values are not recommended for survey control.
 GV6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6149.See file dsdata.txt to determine how the superseded data were derived.
 GV6149
 GV6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3824943752(NAD 83)
 GV6149_MARKER: DD = SURVEY DISK
 GV6149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6149_SP_SET: CONCRETE POST
 GV6149_STAMPING: STATION NO 340-REFERENCE MARK NO 3 AZ
 GV6149_MARK LOGO: VA-095
 GV6149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6149+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6149
 GV6149  HISTORY     - Date     Condition        Report By
 GV6149  HISTORY     - 1990     MONUMENTED       RSA
 GV6149  HISTORY     - 19971116 GOOD             USPSQD
 GV6149  HISTORY     - 20021217 GOOD             USPSQD
 GV6149
 GV6149                          STATION DESCRIPTION
 GV6149
 GV6149'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6149'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6149'STATION FROM THE JUNCTION OF ROUTE 30 (OLD STAGE ROAD) AND U.S. 60
 GV6149'(RICHMOND ROAD) NEAR THE TOWN OF TOANO (ANDERSONS CORNER), PROCEED IN
 GV6149'A NORTHWESTERLY DIRECTION ALONG ROUTE 30 FOR APPROXIMATELY 2.14 KM
 GV6149'(1.33 MI) . THE STATION IS LOCATED WEST OF THE NORTHBOUND LANES AND
 GV6149'IN THE MEDIAN OF ROUTE 30, AND NORTH OF AN NORTH-SOUTH CROSSOVER
 GV6149'OPPOSITE A DRIVEWAY.  REFERENCE MARK NUMBER 3 AZ. IS A 2 INCH DISK
 GV6149'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6149'SURFACE, STAMPED STATION NO. 340 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6149'IS LOCATED AT THE INTERSECTION OF ROUTE 30 AND OVERPASS ROAD, 2.74 M
 GV6149'(8.99 FT) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF A MEDIAN
 GV6149'CROSSOVER ON ROUTE 30, 6.77 M (22.21 FT) SOUTHEAST OF A DO NOT ENTER
 GV6149'SIGN, AND 5.46 M (17.91 FT) SOUTHWEST OF A ONE WAY SIGN.
 GV6149
 GV6149                          STATION RECOVERY (1997)
 GV6149
 GV6149'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6149'RECOVERED IN GOOD CONDITION.
 GV6149
 GV6149                          STATION RECOVERY (2002)
 GV6149
 GV6149'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3311 ***********************************************************************
 HV3311  DESIGNATION -  340.0 MILITARY PK F NPS
 HV3311  PID         -  HV3311
 HV3311  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3311  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3311
 HV3311                         *CURRENT SURVEY CONTROL
 HV3311  ___________________________________________________________________
 HV3311* NAD 83(1986)-  38 18 21.     (N)    077 38 04.     (W)     SCALED    
 HV3311* NAVD 88     -       102.710  (meters)     336.97   (feet)  ADJUSTED  
 HV3311  ___________________________________________________________________
 HV3311  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3311  DYNAMIC HT  -         102.645 (meters)     336.76  (feet)  COMP
 HV3311  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 HV3311
 HV3311  VERT ORDER  -  FIRST     CLASS II
 HV3311
 HV3311.The horizontal coordinates were scaled from a topographic map and have
 HV3311.an estimated accuracy of +/- 6 seconds.
 HV3311
 HV3311.The orthometric height was determined by differential leveling
 HV3311.and adjusted by the National Geodetic Survey in June 1991..
 HV3311
 HV3311.The geoid height was determined by GEOID03.
 HV3311
 HV3311.The dynamic height is computed by dividing the NAVD 88
 HV3311.geopotential number by the normal gravity value computed on the
 HV3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3311.degrees latitude (g = 980.6199 gals.).
 HV3311
 HV3311.The modeled gravity was interpolated from observed gravity values.
 HV3311
 HV3311;                    North         East    Units  Estimated Accuracy
 HV3311;SPC VA N     - 2,071,300.    3,575,700.      MT  (+/- 180 meters Scaled)
 HV3311
 HV3311                          SUPERSEDED SURVEY CONTROL
 HV3311
 HV3311  NGVD 29 (??/??/??)  102.994  (m)          337.91   (f) ADJUSTED    1 2
 HV3311
 HV3311.Superseded values are not recommended for survey control.
 HV3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3311.See file dsdata.txt to determine how the superseded data were derived.
 HV3311
 HV3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH696430(NAD 83)
 HV3311_MARKER: DD = SURVEY DISK
 HV3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3311_STAMPING: F
 HV3311_MARK LOGO: NPS   
 HV3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3311+STABILITY: SURFACE MOTION
 HV3311
 HV3311  HISTORY     - Date     Condition        Report By
 HV3311  HISTORY     - UNK      MONUMENTED       NPS
 HV3311  HISTORY     - 1962     GOOD             CGS
 HV3311  HISTORY     - 1984     GOOD             NGS
 HV3311  HISTORY     - 19981112 GOOD             USPSQD
 HV3311
 HV3311                          STATION DESCRIPTION
 HV3311
 HV3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3311'2.8 MI NW FROM CHANCELLOR.
 HV3311'2.8 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 610 FROM THE
 HV3311'POST OFFICE AND STORE AT CHANCELLOR, SPOTSYLVANIA COUNTY, 0.2
 HV3311'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 3, 90 FEET NORTH
 HV3311'OF THE JUNCTION OF A T-ROAD LEADING WEST, 25 FEET WEST OF THE
 HV3311'HIGHWAY, AND AT A WHITE WOODEN WITNESS POST.  A NATIONAL PARK
 HV3311'SERVICE STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 HV3311'PAINTED USBM 340.0 AND PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- 90
 HV3311'FEET SOUTH OF THE JUNCTION OF A T ROAD AND NOT 90 FEET NORTH.
 HV3311
 HV3311                          STATION RECOVERY (1984)
 HV3311
 HV3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3311'RECOVERED IN GOOD CONDITION, THE 1962 RECOVERY IS ADEQUATE WITH THE
 HV3311'FOLLOWING CORRECTIONS, DELETE--AND AT A WHITE WOODEN WITNESS POST,
 HV3311'DELETE--PAINTED USBM 340.0, ADD--2.44 METERS (8.0 FT) NORTHWEST OF
 HV3311'TELEPHONE POLE 44.
 HV3311'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 HV3311
 HV3311                          STATION RECOVERY (1998)
 HV3311
 HV3311'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6150 ***********************************************************************
 GV6150  DESIGNATION -  341 RM 3 AZ MK
 GV6150  PID         -  GV6150
 GV6150  STATE/COUNTY-  VA/JAMES CITY
 GV6150  USGS QUAD   -  NORGE (1984)
 GV6150
 GV6150                         *CURRENT SURVEY CONTROL
 GV6150  ___________________________________________________________________
 GV6150* NAD 83(1993)-  37 21 47.53325(N)    076 46 07.99353(W)     ADJUSTED  
 GV6150* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 GV6150  ___________________________________________________________________
 GV6150  X           -   1,161,707.505 (meters)                     COMP
 GV6150  Y           -  -4,940,895.279 (meters)                     COMP
 GV6150  Z           -   3,849,505.153 (meters)                     COMP
 GV6150  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV6150  ELLIP HEIGHT-          -4.75  (meters)          (06/04/02) GPS OBS
 GV6150  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 GV6150
 GV6150  HORZ ORDER  -  SECOND
 GV6150  ELLP ORDER  -  FOURTH    CLASS II
 GV6150
 GV6150.The horizontal coordinates were established by GPS observations
 GV6150.and adjusted by the National Geodetic Survey in September 1995..
 GV6150
 GV6150.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6150
 GV6150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6150
 GV6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6150
 GV6150.The ellipsoidal height was determined by GPS observations
 GV6150.and is referenced to NAD 83.
 GV6150
 GV6150.The geoid height was determined by GEOID03.
 GV6150
 GV6150;                    North         East     Units Scale Factor Converg.
 GV6150;SPC VA S     - 1,115,695.542 3,653,336.276   MT  0.99994540   +1 03 02.4
 GV6150;SPC VA S     - 3,660,411.12 11,985,987.43   sFT  0.99994540   +1 03 02.4
 GV6150;UTM  18      - 4,136,632.651   343,356.536   MT  0.99990226   -1 04 25.3
 GV6150
 GV6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6150!SPC VA S     -   1.00000075  x   0.99994540  =   0.99994615
 GV6150!UTM  18      -   1.00000075  x   0.99990226  =   0.99990301
 GV6150
 GV6150|---------------------------------------------------------------------|
 GV6150| PID    Reference Object                     Distance      Geod. Az  |
 GV6150|                                                           dddmmss.s |
 GV6150| GV6067 0306                                256.224 METERS 03058     |
 GV6150| GV6103 0341                                438.282 METERS 2372432.3 |
 GV6150|---------------------------------------------------------------------|
 GV6150
 GV6150                          SUPERSEDED SURVEY CONTROL
 GV6150
 GV6150  ELLIP H (09/08/95)   -4.51   (m)                       GP(       ) 4 2
 GV6150  NAD 83(1993)-  37 21 47.53406(N)    076 46 07.99966(W) AD(       ) 2
 GV6150  ELLIP H (11/14/94)   -4.68   (m)                       GP(       ) 4 2
 GV6150  NAD 83(1986)-  37 21 47.53904(N)    076 46 08.01726(W) AD(       ) 2
 GV6150  NGVD 29 (02/21/92)   30.6    (m)          100.     (f) GPS OBS        
 GV6150
 GV6150.Superseded values are not recommended for survey control.
 GV6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6150.See file dsdata.txt to determine how the superseded data were derived.
 GV6150
 GV6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4335736633(NAD 83)
 GV6150_MARKER: DD = SURVEY DISK
 GV6150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6150_SP_SET: CONCRETE POST
 GV6150_STAMPING: STATION NO 341-REFERENCE MARK NO 3 AZ
 GV6150_MARK LOGO: VA-095
 GV6150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6150+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6150
 GV6150  HISTORY     - Date     Condition        Report By
 GV6150  HISTORY     - 1990     MONUMENTED       RSA
 GV6150  HISTORY     - 19971116 GOOD             USPSQD
 GV6150  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 GV6150
 GV6150                          STATION DESCRIPTION
 GV6150
 GV6150'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6150'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6150'STATION FROM THE JUNCTION OF ROUTE 607 (CROAKER ROAD) AND U.S. 60
 GV6150'(RICHMOND ROAD) IN THE TOWN OF NORGE, PROCEED IN A SOUTHEASTERLY
 GV6150'DIRECTION ALONG ROUTE 60 FOR APPROXIMATELY 1.6 KM (1.0 MI) TO ROUTE
 GV6150'1610 (NINA LANE). TURN SOUTHWEST ONTO ROUTE 1610 AND TRAVEL
 GV6150'APPROXIMATELY 0.84 KM (0.52 MI) .  THE STATION IS LOCATED EAST OF
 GV6150'ROUTE 1610, SOUTHEAST OF A ONE STORY BRICK RESIDENCE.  REFERENCE MARK
 GV6150'NUMBER 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .13 M
 GV6150'(0.43 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 341 -
 GV6150'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED 21.76 M (71.39 FT) NORTH
 GV6150'OF THE EAST END OF A 24 INCH CONCRETE PIPE,  33.71 M (110.60 FT)
 GV6150'SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY BRICK RESIDENCE
 GV6150'NUMBER 118, AND 29.41 M (96.49 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 GV6150'ONE-STORY MASONRY BUILDING.
 GV6150
 GV6150                          STATION RECOVERY (1997)
 GV6150
 GV6150'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6150'RECOVERED IN GOOD CONDITION.
 GV6150
 GV6150                          STATION RECOVERY (2005)
 GV6150
 GV6150'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV6150'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6151 ***********************************************************************
 GV6151  DESIGNATION -  342 RM 3 AZ MK
 GV6151  PID         -  GV6151
 GV6151  STATE/COUNTY-  VA/JAMES CITY
 GV6151  USGS QUAD   -  NORGE (1984)
 GV6151
 GV6151                         *CURRENT SURVEY CONTROL
 GV6151  ___________________________________________________________________
 GV6151* NAD 83(1993)-  37 20 46.54030(N)    076 46 45.74169(W)     ADJUSTED  
 GV6151* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 GV6151  ___________________________________________________________________
 GV6151  X           -   1,161,064.342 (meters)                     COMP
 GV6151  Y           -  -4,942,219.124 (meters)                     COMP
 GV6151  Z           -   3,848,010.997 (meters)                     COMP
 GV6151  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GV6151  ELLIP HEIGHT-          -3.89  (meters)          (06/04/02) GPS OBS
 GV6151  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 GV6151
 GV6151  HORZ ORDER  -  SECOND
 GV6151  ELLP ORDER  -  FOURTH    CLASS II
 GV6151
 GV6151.The horizontal coordinates were established by GPS observations
 GV6151.and adjusted by the National Geodetic Survey in September 1995..
 GV6151
 GV6151.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6151
 GV6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6151
 GV6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6151
 GV6151.The ellipsoidal height was determined by GPS observations
 GV6151.and is referenced to NAD 83.
 GV6151
 GV6151.The geoid height was determined by GEOID03.
 GV6151
 GV6151;                    North         East     Units Scale Factor Converg.
 GV6151;SPC VA S     - 1,113,798.627 3,652,441.867   MT  0.99994547   +1 02 39.4
 GV6151;SPC VA S     - 3,654,187.66 11,983,053.03   sFT  0.99994547   +1 02 39.4
 GV6151;UTM  18      - 4,134,770.268   342,392.473   MT  0.99990599   -1 04 46.7
 GV6151
 GV6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6151!SPC VA S     -   1.00000061  x   0.99994547  =   0.99994608
 GV6151!UTM  18      -   1.00000061  x   0.99990599  =   0.99990660
 GV6151
 GV6151                          SUPERSEDED SURVEY CONTROL
 GV6151
 GV6151  ELLIP H (09/08/95)   -3.66   (m)                       GP(       ) 4 2
 GV6151  NAD 83(1993)-  37 20 46.54113(N)    076 46 45.74784(W) AD(       ) 2
 GV6151  ELLIP H (11/14/94)   -3.83   (m)                       GP(       ) 4 2
 GV6151  NAD 83(1986)-  37 20 46.54612(N)    076 46 45.76551(W) AD(       ) 2
 GV6151  NGVD 29 (02/21/92)   31.5    (m)          103.     (f) GPS OBS        
 GV6151
 GV6151.Superseded values are not recommended for survey control.
 GV6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6151.See file dsdata.txt to determine how the superseded data were derived.
 GV6151
 GV6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4239234770(NAD 83)
 GV6151_MARKER: DD = SURVEY DISK
 GV6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6151_SP_SET: CONCRETE POST
 GV6151_STAMPING: STATION NO 342-REFERENCE MARK NO 3 AZ
 GV6151_MARK LOGO: VA-095
 GV6151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6151+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6151
 GV6151  HISTORY     - Date     Condition        Report By
 GV6151  HISTORY     - 1990     MONUMENTED       RSA
 GV6151  HISTORY     - 19971118 MARK NOT FOUND   USPSQD
 GV6151  HISTORY     - 20021217 GOOD             USPSQD
 GV6151
 GV6151                          STATION DESCRIPTION
 GV6151
 GV6151'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6151'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6151'STATION FROM THE JUNCTION OF ROUTE 614 (CENTERVILLE ROAD) AND U.S. 60
 GV6151'(RICHMOND ROAD) IN THE TOWN OF LIGHTFOOT, PROCEED IN A WESTERLY
 GV6151'DIRECTION ALONG ROUTE 614 FOR 1.37 KM (0.85 MI) TO A VIRGINIA POWER
 GV6151'COMPANY RIGHT-OF-WAY. TURN NORTHEAST ONTO THE RIGHT-OF-WAY AND TRAVEL
 GV6151'APPROXIMATELY 1.34 KM (0.83 MI) .  THE STATION IS LOCATED NEAR VEPCO
 GV6151'TOWER NUMBER 285/327 AND A NEWPORT NEWS WATER TRANSMISSION MAIN
 GV6151'CONCRETE MONUMENT.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK SET IN
 GV6151'CONCRETE APPROXIMATELY .15 M (0.49 FT) BELOW THE GROUND SURFACE,
 GV6151'STAMPED STATION NO. 342 - REFERENCE MARK NO. 3 AZ.  THE DISK IS
 GV6151'LOCATED 41.61 M (136.52 FT) EAST OF THE SOUTHWEST CORNER OF A VEPCO
 GV6151'TOWER NUMBER 285/327, 16.37 M (53.71 FT) NORTHEAST OF A NEWPORT NEWS
 GV6151'WATER TRANSMISSION MAIN CONCRETE MONUMENT (STA. 94+40), AND 12.95 M
 GV6151'(42.49 FT) SOUTHWEST OF UTILITY POLE NUMBER 58/85.
 GV6151
 GV6151                          STATION RECOVERY (1997)
 GV6151
 GV6151'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6151'MARK NOT FOUND.
 GV6151
 GV6151                          STATION RECOVERY (2002)
 GV6151
 GV6151'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6152 ***********************************************************************
 GV6152  DESIGNATION -  343 RM 3 AZ MK
 GV6152  PID         -  GV6152
 GV6152  STATE/COUNTY-  VA/JAMES CITY
 GV6152  USGS QUAD   -  WILLIAMSBURG (1984)
 GV6152
 GV6152                         *CURRENT SURVEY CONTROL
 GV6152  ___________________________________________________________________
 GV6152* NAD 83(1993)-  37 17 22.61378(N)    076 44 38.28058(W)     ADJUSTED  
 GV6152* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 GV6152  ___________________________________________________________________
 GV6152  X           -   1,164,990.886 (meters)                     COMP
 GV6152  Y           -  -4,945,205.296 (meters)                     COMP
 GV6152  Z           -   3,843,007.176 (meters)                     COMP
 GV6152  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV6152  ELLIP HEIGHT-         -10.54  (meters)          (06/04/02) GPS OBS
 GV6152  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV6152
 GV6152  HORZ ORDER  -  SECOND
 GV6152  ELLP ORDER  -  FOURTH    CLASS II
 GV6152
 GV6152.The horizontal coordinates were established by GPS observations
 GV6152.and adjusted by the National Geodetic Survey in September 1995..
 GV6152
 GV6152.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6152
 GV6152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6152
 GV6152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6152
 GV6152.The ellipsoidal height was determined by GPS observations
 GV6152.and is referenced to NAD 83.
 GV6152
 GV6152.The geoid height was determined by GEOID03.
 GV6152
 GV6152;                    North         East     Units Scale Factor Converg.
 GV6152;SPC VA S     - 1,107,571.011 3,655,695.281   MT  0.99994632   +1 03 56.8
 GV6152;SPC VA S     - 3,633,755.89 11,993,726.93   sFT  0.99994632   +1 03 56.8
 GV6152;UTM  18      - 4,128,426.680   345,412.787   MT  0.99989438   -1 03 24.4
 GV6152
 GV6152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6152!SPC VA S     -   1.00000165  x   0.99994632  =   0.99994797
 GV6152!UTM  18      -   1.00000165  x   0.99989438  =   0.99989603
 GV6152
 GV6152:                Primary Azimuth Mark                     Grid Az
 GV6152:SPC VA S     -  0343                                     084 38 55.5
 GV6152:UTM  18      -  0343                                     086 46 16.7
 GV6152
 GV6152|---------------------------------------------------------------------|
 GV6152| PID    Reference Object                     Distance      Geod. Az  |
 GV6152|                                                           dddmmss.s |
 GV6152| GV6105 0343                                491.302 METERS 0854252.3 |
 GV6152|---------------------------------------------------------------------|
 GV6152
 GV6152                          SUPERSEDED SURVEY CONTROL
 GV6152
 GV6152  ELLIP H (09/08/95)  -10.33   (m)                       GP(       ) 4 2
 GV6152  NAD 83(1993)-  37 17 22.61465(N)    076 44 38.28702(W) AD(       ) 2
 GV6152  ELLIP H (11/14/94)  -10.49   (m)                       GP(       ) 4 2
 GV6152  NAD 83(1986)-  37 17 22.61965(N)    076 44 38.30520(W) AD(       ) 2
 GV6152  NGVD 29 (02/21/92)   25.0    (m)           82.     (f) GPS OBS        
 GV6152
 GV6152.Superseded values are not recommended for survey control.
 GV6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6152.See file dsdata.txt to determine how the superseded data were derived.
 GV6152
 GV6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4541328427(NAD 83)
 GV6152_MARKER: DD = SURVEY DISK
 GV6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6152_SP_SET: CONCRETE POST
 GV6152_STAMPING: STATION NO 343-REFERENCE MARK NO 3 AZ
 GV6152_MARK LOGO: VA-095
 GV6152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6152+SATELLITE: SATELLITE OBSERVATIONS - 1990
 GV6152
 GV6152  HISTORY     - Date     Condition        Report By
 GV6152  HISTORY     - 1990     MONUMENTED       RSA
 GV6152  HISTORY     - 19980304 GOOD             USPSQD
 GV6152
 GV6152                          STATION DESCRIPTION
 GV6152
 GV6152'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6152'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, IN THE CITY OF
 GV6152'WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6152'(RICHMOND ROAD) AND ROUTE 615 (IRONBOUND ROAD), PROCEED WEST ALONG
 GV6152'ROUTE 615 APPROXIMATELY 0.98 KM (0.61 MI) , CONTINUE WEST ONTO THE
 GV6152'GROUNDS OF EASTERN STATE HOSPITAL.  THE STATION IS LOCATED NORTHWEST
 GV6152'OF THE INTERSECTION OF MINSON ROAD AND SCHMIDT ROAD, SOUTHEAST OF
 GV6152'BUILDING NUMBER 36, NEAR A FIRE HYDRANT.  REFERENCE MARK NO. 3 AZ. IS
 GV6152'A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6152'GROUND SURFACE, STAMPED STATION NO. 343 - REFERENCE MARK NO. 3 AZ.
 GV6152'THE DISK IS LOCATED 4.66 M (15.29 FT) WEST OF THE CENTERLINE OF THE
 GV6152'PAVEMENT OF MINSON ROAD, 3.99 M (13.09 FT) NORTHWEST OF A FIRE
 GV6152'HYDRANT, 11.92 M (39.11 FT) SOUTH OF THE EDGE OF A 7 FOOT CONCRETE
 GV6152'SIDEWALK, AND 21.79 M (71.49 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 GV6152'BUILDING NUMBER 36.
 GV6152
 GV6152                          STATION RECOVERY (1998)
 GV6152
 GV6152'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6153 ***********************************************************************
 GV6153  DESIGNATION -  344 RM 3 AZ MK
 GV6153  PID         -  GV6153
 GV6153  STATE/COUNTY-  VA/JAMES CITY
 GV6153  USGS QUAD   -  SURRY (1983)
 GV6153
 GV6153                         *CURRENT SURVEY CONTROL
 GV6153  ___________________________________________________________________
 GV6153* NAD 83(1993)-  37 13 01.84107(N)    076 45 29.08621(W)     ADJUSTED  
 GV6153* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 GV6153  ___________________________________________________________________
 GV6153  X           -   1,164,883.941 (meters)                     COMP
 GV6153  Y           -  -4,950,213.996 (meters)                     COMP
 GV6153  Z           -   3,836,596.407 (meters)                     COMP
 GV6153  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GV6153  ELLIP HEIGHT-         -30.11  (meters)          (06/04/02) GPS OBS
 GV6153  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 GV6153
 GV6153  HORZ ORDER  -  SECOND
 GV6153  ELLP ORDER  -  FOURTH    CLASS II
 GV6153
 GV6153.The horizontal coordinates were established by GPS observations
 GV6153.and adjusted by the National Geodetic Survey in September 1995..
 GV6153
 GV6153.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6153
 GV6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6153
 GV6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6153
 GV6153.The ellipsoidal height was determined by GPS observations
 GV6153.and is referenced to NAD 83.
 GV6153
 GV6153.The geoid height was determined by GEOID03.
 GV6153
 GV6153;                    North         East     Units Scale Factor Converg.
 GV6153;SPC VA S     - 1,099,510.403 3,654,592.473   MT  0.99994883   +1 03 26.0
 GV6153;SPC VA S     - 3,607,310.38 11,990,108.81   sFT  0.99994883   +1 03 26.0
 GV6153;UTM  18      - 4,120,412.830   344,012.388   MT  0.99989974   -1 03 48.8
 GV6153
 GV6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6153!SPC VA S     -   1.00000473  x   0.99994883  =   0.99995355
 GV6153!UTM  18      -   1.00000473  x   0.99989974  =   0.99990446
 GV6153
 GV6153                          SUPERSEDED SURVEY CONTROL
 GV6153
 GV6153  ELLIP H (09/08/95)  -29.91   (m)                       GP(       ) 4 2
 GV6153  NAD 83(1986)-  37 13 01.84755(N)    076 45 29.11177(W) AD(       ) 2
 GV6153  NGVD 29 (02/21/92)    5.5    (m)           18.     (f) GPS OBS        
 GV6153
 GV6153.Superseded values are not recommended for survey control.
 GV6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6153.See file dsdata.txt to determine how the superseded data were derived.
 GV6153
 GV6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4401220413(NAD 83)
 GV6153_MARKER: DD = SURVEY DISK
 GV6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6153_SP_SET: CONCRETE POST
 GV6153_STAMPING: STATION NO 344-REFERENCE MARK NO 3 AZ
 GV6153_MARK LOGO: VA-095
 GV6153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6153+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6153
 GV6153  HISTORY     - Date     Condition        Report By
 GV6153  HISTORY     - 1990     MONUMENTED       RSA
 GV6153  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6153  HISTORY     - 20030206 GOOD             USPSQD
 GV6153
 GV6153                          STATION DESCRIPTION
 GV6153
 GV6153'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6153'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6153'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6153'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6153'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 3.32 KM
 GV6153'(2.06 MI) .  THE STATION IS LOCATED SOUTH OF THE PARKWAY, NEAR THE
 GV6153'NECK-O-LAND OVERLOOK AREA.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK
 GV6153'SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE GROUND
 GV6153'SURFACE, STAMPED STATION NO. 344 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6153'IS LOCATED 11.03 M (36.19 FT) SOUTH OF THE CENTERLINE OF THE PAVEMENT
 GV6153'OF THE COLONIAL PARKWAY, 31.15 M (102.20 FT) WEST OF THE SOUTHWEST
 GV6153'CORNER OF THE NECK-OF-LAND OVERLOOK PARKING AREA, AND APPROXIMATELY
 GV6153'13.87 M (45.51 FT) SOUTHEAST OF THE APPROXIMATE BEGINNING OF THE
 GV6153'EASTERN ENTRANCE CURVE TO THE NECK-OF-LAND OVERLOOK.
 GV6153
 GV6153                          STATION RECOVERY (1998)
 GV6153
 GV6153'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6153'MARK NOT FOUND.
 GV6153
 GV6153                          STATION RECOVERY (2003)
 GV6153
 GV6153'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6154 ***********************************************************************
 GV6154  DESIGNATION -  345 RM 3 AZ MK
 GV6154  PID         -  GV6154
 GV6154  STATE/COUNTY-  VA/JAMES CITY
 GV6154  USGS QUAD   -  HOG ISLAND (1984)
 GV6154
 GV6154                         *CURRENT SURVEY CONTROL
 GV6154  ___________________________________________________________________
 GV6154* NAD 83(1993)-  37 12 48.17265(N)    076 43 49.89031(W)     ADJUSTED  
 GV6154* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 GV6154  ___________________________________________________________________
 GV6154  X           -   1,167,322.468 (meters)                     COMP
 GV6154  Y           -  -4,949,899.275 (meters)                     COMP
 GV6154  Z           -   3,836,259.291 (meters)                     COMP
 GV6154  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GV6154  ELLIP HEIGHT-         -32.67  (meters)          (06/04/02) GPS OBS
 GV6154  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 GV6154
 GV6154  HORZ ORDER  -  SECOND
 GV6154  ELLP ORDER  -  FOURTH    CLASS II
 GV6154
 GV6154.The horizontal coordinates were established by GPS observations
 GV6154.and adjusted by the National Geodetic Survey in September 1995..
 GV6154
 GV6154.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6154
 GV6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6154
 GV6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6154
 GV6154.The ellipsoidal height was determined by GPS observations
 GV6154.and is referenced to NAD 83.
 GV6154
 GV6154.The geoid height was determined by GEOID03.
 GV6154
 GV6154;                    North         East     Units Scale Factor Converg.
 GV6154;SPC VA S     - 1,099,134.604 3,657,045.494   MT  0.99994900   +1 04 26.2
 GV6154;SPC VA S     - 3,606,077.45 11,998,156.76   sFT  0.99994900   +1 04 26.2
 GV6154;UTM  18      - 4,119,946.538   346,449.691   MT  0.99989045   -1 02 48.5
 GV6154
 GV6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6154!SPC VA S     -   1.00000513  x   0.99994900  =   0.99995413
 GV6154!UTM  18      -   1.00000513  x   0.99989045  =   0.99989558
 GV6154
 GV6154                          SUPERSEDED SURVEY CONTROL
 GV6154
 GV6154  ELLIP H (09/08/95)  -32.47   (m)                       GP(       ) 4 2
 GV6154  NAD 83(1986)-  37 12 48.17937(N)    076 43 49.91616(W) AD(       ) 2
 GV6154  NGVD 29 (02/21/92)    3.0    (m)           10.     (f) GPS OBS        
 GV6154
 GV6154.Superseded values are not recommended for survey control.
 GV6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6154.See file dsdata.txt to determine how the superseded data were derived.
 GV6154
 GV6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4645019947(NAD 83)
 GV6154_MARKER: DD = SURVEY DISK
 GV6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6154_SP_SET: CONCRETE POST
 GV6154_STAMPING: STATION NO 345-REFERENCE MARK NO 3 AZ
 GV6154_MARK LOGO: VA-095
 GV6154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6154+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6154
 GV6154  HISTORY     - Date     Condition        Report By
 GV6154  HISTORY     - 1990     MONUMENTED       RSA
 GV6154  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 GV6154  HISTORY     - 20030206 GOOD             USPSQD
 GV6154
 GV6154                          STATION DESCRIPTION
 GV6154
 GV6154'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6154'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6154'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6154'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6154'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 5.79 KM
 GV6154'(3.60 MI) .  THE STATION IS LOCATED SOUTH OF THE PARKWAY, JUST WEST
 GV6154'OF THE GRAVEL ENTRANCE TO THE NATIONAL MEMORIAL PARK.  REFERENCE MARK
 GV6154'NO. 3 AZ. IS A 2 INCH DISK SET IN CONCRETE APPROXIMATELY .03 M
 GV6154'(0.10 FT) BELOW THE GROUND SURFACE, STAMPED STATION NO. 345 -
 GV6154'REFERENCE MARK NO. 3 AZ. THE DISK IS LOCATED APPROXIMATELY 67.06 M
 GV6154'(220.01 FT) ) WEST OF THE GRAVEL ENTRANCE TO THE NATIONAL MEMORIAL
 GV6154'PARK, 9.94 M (32.61 FT) SOUTH OF THE CENTERLINE OF THE PAVEMENT OF
 GV6154'THE COLONIAL PARKWAY, AND 27.83 M (91.31 FT) SOUTHEAST OF CONCRETE
 GV6154'POST NUMBER K-30.
 GV6154
 GV6154                          STATION RECOVERY (1998)
 GV6154
 GV6154'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6154'MARK NOT FOUND.
 GV6154
 GV6154                          STATION RECOVERY (2003)
 GV6154
 GV6154'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6155 ***********************************************************************
 GV6155  DESIGNATION -  346 RM 3 AZ MK
 GV6155  PID         -  GV6155
 GV6155  STATE/COUNTY-  VA/JAMES CITY
 GV6155  USGS QUAD   -  HOG ISLAND (1984)
 GV6155
 GV6155                         *CURRENT SURVEY CONTROL
 GV6155  ___________________________________________________________________
 GV6155* NAD 83(1993)-  37 13 31.24419(N)    076 41 41.42472(W)     ADJUSTED  
 GV6155* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 GV6155  ___________________________________________________________________
 GV6155  X           -   1,170,220.362 (meters)                     COMP
 GV6155  Y           -  -4,948,389.969 (meters)                     COMP
 GV6155  Z           -   3,837,316.881 (meters)                     COMP
 GV6155  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GV6155  ELLIP HEIGHT-         -32.31  (meters)          (06/04/02) GPS OBS
 GV6155  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 GV6155
 GV6155  HORZ ORDER  -  SECOND
 GV6155  ELLP ORDER  -  FOURTH    CLASS II
 GV6155
 GV6155.The horizontal coordinates were established by GPS observations
 GV6155.and adjusted by the National Geodetic Survey in September 1995..
 GV6155
 GV6155.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6155
 GV6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6155
 GV6155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6155
 GV6155.The ellipsoidal height was determined by GPS observations
 GV6155.and is referenced to NAD 83.
 GV6155
 GV6155.The geoid height was determined by GEOID03.
 GV6155
 GV6155;                    North         East     Units Scale Factor Converg.
 GV6155;SPC VA S     - 1,100,522.077 3,660,186.850   MT  0.99994846   +1 05 44.1
 GV6155;SPC VA S     - 3,610,629.51 12,008,463.02   sFT  0.99994846   +1 05 44.1
 GV6155;UTM  18      - 4,121,216.722   349,640.039   MT  0.99987850   -1 01 31.8
 GV6155
 GV6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6155!SPC VA S     -   1.00000507  x   0.99994846  =   0.99995353
 GV6155!UTM  18      -   1.00000507  x   0.99987850  =   0.99988357
 GV6155
 GV6155                          SUPERSEDED SURVEY CONTROL
 GV6155
 GV6155  ELLIP H (09/08/95)  -32.11   (m)                       GP(       ) 4 2
 GV6155  NAD 83(1986)-  37 13 31.25113(N)    076 41 41.45083(W) AD(       ) 2
 GV6155  NGVD 29 (02/21/92)    3.5    (m)           11.     (f) GPS OBS        
 GV6155
 GV6155.Superseded values are not recommended for survey control.
 GV6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6155.See file dsdata.txt to determine how the superseded data were derived.
 GV6155
 GV6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4964021217(NAD 83)
 GV6155_MARKER: DD = SURVEY DISK
 GV6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6155_SP_SET: CONCRETE POST
 GV6155_STAMPING: STATION NO 346-REFERENCE MARK NO 3 AZ
 GV6155_MARK LOGO: VA-095
 GV6155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6155+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6155
 GV6155  HISTORY     - Date     Condition        Report By
 GV6155  HISTORY     - 1990     MONUMENTED       RSA
 GV6155  HISTORY     - 19980110 GOOD             USPSQD
 GV6155  HISTORY     - 20030206 GOOD             USPSQD
 GV6155
 GV6155                          STATION DESCRIPTION
 GV6155
 GV6155'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6155'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6155'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 31
 GV6155'(JAMESTOWN ROAD) AND ROUTE 614 (GREENSPRINGS ROAD), PROCEED SOUTHEAST
 GV6155'ALONG THE COLONIAL NATIONAL HISTORICAL PARKWAY APPROXIMATELY 9.28 KM
 GV6155'(5.77 MI) .  THE STATION IS LOCATED SOUTHEAST OF THE PARKWAY, NEAR
 GV6155'THE SOUTH END OF A WOODEN GUARDRAIL.  REFERENCE MARK NO. 3 AZ. IS A 2
 GV6155'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6155'GROUND SURFACE, STAMPED STATION NO. 346 - REFERENCE MARK NO. 3 AZ.
 GV6155'THE DISK IS LOCATED 11.98 M (39.30 FT) SOUTHEAST OF THE CENTERLINE OF
 GV6155'THE PAVEMENT OF THE COLONIAL PARKWAY, 27.77 M (91.11 FT) SOUTHEAST OF
 GV6155'A COLLEGE CREEK SIGN, 0.85 M (2.79 FT) SOUTHEAST OF A WOODEN
 GV6155'GUARDRAIL, AND 3.84 M (12.60 FT) NORTHEAST OF THE END OF THE WOODWEN
 GV6155'GUARDRAIL.
 GV6155
 GV6155                          STATION RECOVERY (1998)
 GV6155
 GV6155'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6155'RECOVERED IN GOOD CONDITION.
 GV6155
 GV6155                          STATION RECOVERY (2003)
 GV6155
 GV6155'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0464 ***********************************************************************
 FY0464  DESIGNATION -  346 USGS
 FY0464  PID         -  FY0464
 FY0464  STATE/COUNTY-  VA/HALIFAX
 FY0464  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY0464
 FY0464                         *CURRENT SURVEY CONTROL
 FY0464  ___________________________________________________________________
 FY0464* NAD 83(1986)-  36 34 18.     (N)    078 53 00.     (W)     SCALED    
 FY0464* NAVD 88     -       105.145  (meters)     344.96   (feet)  ADJUSTED  
 FY0464  ___________________________________________________________________
 FY0464  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FY0464  DYNAMIC HT  -         105.064 (meters)     344.70  (feet)  COMP
 FY0464  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 FY0464
 FY0464  VERT ORDER  -  SECOND    CLASS 0
 FY0464
 FY0464.The horizontal coordinates were scaled from a topographic map and have
 FY0464.an estimated accuracy of +/- 6 seconds.
 FY0464
 FY0464.The orthometric height was determined by differential leveling
 FY0464.and adjusted by the National Geodetic Survey in June 1991..
 FY0464
 FY0464.The geoid height was determined by GEOID03.
 FY0464
 FY0464.The dynamic height is computed by dividing the NAVD 88
 FY0464.geopotential number by the normal gravity value computed on the
 FY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0464.degrees latitude (g = 980.6199 gals.).
 FY0464
 FY0464.The modeled gravity was interpolated from observed gravity values.
 FY0464
 FY0464;                    North         East    Units  Estimated Accuracy
 FY0464;SPC VA S     - 1,026,520.    3,465,690.      MT  (+/- 180 meters Scaled)
 FY0464
 FY0464                          SUPERSEDED SURVEY CONTROL
 FY0464
 FY0464  NGVD 29 (??/??/92)  105.470  (m)          346.03   (f) ADJ UNCH    2 0
 FY0464
 FY0464.Superseded values are not recommended for survey control.
 FY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0464.See file dsdata.txt to determine how the superseded data were derived.
 FY0464
 FY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA893494(NAD 83)
 FY0464_MARKER: DD = SURVEY DISK
 FY0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0464_SP_SET: CULVERT
 FY0464_STAMPING: 346.079
 FY0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0464
 FY0464  HISTORY     - Date     Condition        Report By
 FY0464  HISTORY     - UNK      MONUMENTED       USGS
 FY0464  HISTORY     - 1935     GOOD             NGS
 FY0464
 FY0464                          STATION DESCRIPTION
 FY0464
 FY0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0464'AT MAYO.
 FY0464'RECOVERED AS DESCRIBED.  AT MAYO, HALIFAX COUNTY, ABOUT 100 YARDS
 FY0464'SOUTH OF THE SOUTHERN RAILWAY STATION, IN THE CENTER OF THE TOP
 FY0464'OF THE EAST CONCRETE HEADWALL OF A PIPE CULVERT, 11 FEET EAST OF THE
 FY0464'CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.
 FY0464'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 346.079.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6156 ***********************************************************************
 GV6156  DESIGNATION -  347 RM 3 AZ MK
 GV6156  PID         -  GV6156
 GV6156  STATE/COUNTY-  VA/JAMES CITY
 GV6156  USGS QUAD   -  HOG ISLAND (1984)
 GV6156
 GV6156                         *CURRENT SURVEY CONTROL
 GV6156  ___________________________________________________________________
 GV6156* NAD 83(1993)-  37 14 56.25441(N)    076 41 54.75199(W)     ADJUSTED  
 GV6156* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 GV6156  ___________________________________________________________________
 GV6156  X           -   1,169,540.065 (meters)                     COMP
 GV6156  Y           -  -4,946,940.437 (meters)                     COMP
 GV6156  Z           -   3,839,417.517 (meters)                     COMP
 GV6156  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GV6156  ELLIP HEIGHT-          -8.87  (meters)          (06/04/02) GPS OBS
 GV6156  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 GV6156
 GV6156  HORZ ORDER  -  SECOND
 GV6156  ELLP ORDER  -  FOURTH    CLASS II
 GV6156
 GV6156.The horizontal coordinates were established by GPS observations
 GV6156.and adjusted by the National Geodetic Survey in September 1995..
 GV6156
 GV6156.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6156
 GV6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6156
 GV6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6156
 GV6156.The ellipsoidal height was determined by GPS observations
 GV6156.and is referenced to NAD 83.
 GV6156
 GV6156.The geoid height was determined by GEOID03.
 GV6156
 GV6156;                    North         East     Units Scale Factor Converg.
 GV6156;SPC VA S     - 1,103,135.914 3,659,808.375   MT  0.99994753   +1 05 36.1
 GV6156;SPC VA S     - 3,619,205.08 12,007,221.31   sFT  0.99994753   +1 05 36.1
 GV6156;UTM  18      - 4,123,842.596   349,358.596   MT  0.99987954   -1 01 41.8
 GV6156
 GV6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6156!SPC VA S     -   1.00000139  x   0.99994753  =   0.99994892
 GV6156!UTM  18      -   1.00000139  x   0.99987954  =   0.99988093
 GV6156
 GV6156                          SUPERSEDED SURVEY CONTROL
 GV6156
 GV6156  ELLIP H (09/08/95)   -8.67   (m)                       GP(       ) 4 2
 GV6156  NAD 83(1986)-  37 14 56.26129(N)    076 41 54.77814(W) AD(       ) 2
 GV6156  NGVD 29 (02/21/92)   26.9    (m)           88.     (f) GPS OBS        
 GV6156
 GV6156.Superseded values are not recommended for survey control.
 GV6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6156.See file dsdata.txt to determine how the superseded data were derived.
 GV6156
 GV6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4935923843(NAD 83)
 GV6156_MARKER: DD = SURVEY DISK
 GV6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6156_SP_SET: CONCRETE POST
 GV6156_STAMPING: STATION NO 347-REFERENCE MARK NO 3 AZ
 GV6156_MARK LOGO: VA-095
 GV6156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6156+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6156
 GV6156  HISTORY     - Date     Condition        Report By
 GV6156  HISTORY     - 1990     MONUMENTED       RSA
 GV6156  HISTORY     - 19980110 GOOD             USPSQD
 GV6156  HISTORY     - 20030206 GOOD             USPSQD
 GV6156
 GV6156                          STATION DESCRIPTION
 GV6156
 GV6156'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6156'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA NEAR THE CITY
 GV6156'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 199
 GV6156'(SOUTH BYPASS) AND THE COLONIAL NATIONAL HISTORICAL PARKWAY, PROCEED
 GV6156'EAST ALONG ROUTE 199 FOR APPROXIMATELY 122 M (400.3 FT) .   THE
 GV6156'STATION IS LOCATED SOUTHWEST OF THE NORTHERNMOST BRIDGE OF THE
 GV6156'CARTERS GROVE COUNTRY ROAD BRIDGES, SOUTHWEST OF THE WESTBOUND LANES
 GV6156'OF ROUTE 199, NEAR METAL GUARDRAIL.  REFERENCE MARK NO. 3 AZ. IS A 2
 GV6156'INCH DISK SET IN CONCRETE APPROXIMATELY .05 M (0.16 FT) BELOW THE
 GV6156'GROUND SURFACE, STAMPED STATION NO. 347 - REFERENCE MARK NO. 3 AZ.
 GV6156'THE DISK IS LOCATED IN THE MEDIAN OF ROUTE 199, WEST OF CARTERS GROVE
 GV6156'COUNTRY ROAD, 2.04 M (6.69 FT) WEST OF THE POINT WHERE A METAL
 GV6156'GUARDRAIL MEETS THE BRIDGE OVER CARTERS GROVE COUNTRY ROAD, 0.61 M
 GV6156'(2.00 FT) SOUTHWEST OF THE GUARDRAIL, AND 3.66 M (12.01 FT) NORTHEAST
 GV6156'OF A 3 FOOT CONCRETE SWALE.
 GV6156
 GV6156                          STATION RECOVERY (1998)
 GV6156
 GV6156'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6156'RECOVERED IN GOOD CONDITION.
 GV6156
 GV6156                          STATION RECOVERY (2003)
 GV6156
 GV6156'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6157 ***********************************************************************
 GV6157  DESIGNATION -  349 RM 3 AZ MK
 GV6157  PID         -  GV6157
 GV6157  STATE/COUNTY-  VA/JAMES CITY
 GV6157  USGS QUAD   -  TOANO (1986)
 GV6157
 GV6157                         *CURRENT SURVEY CONTROL
 GV6157  ___________________________________________________________________
 GV6157* NAD 83(1993)-  37 24 10.56681(N)    076 49 11.97100(W)     ADJUSTED  
 GV6157* NAVD 88     -        26.4    (meters)      87.     (feet)  VERTCON   
 GV6157  ___________________________________________________________________
 GV6157  X           -   1,156,688.929 (meters)                     COMP
 GV6157  Y           -  -4,939,319.996 (meters)                     COMP
 GV6157  Z           -   3,853,006.811 (meters)                     COMP
 GV6157  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV6157  ELLIP HEIGHT-          -8.34  (meters)          (06/04/02) GPS OBS
 GV6157  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 GV6157
 GV6157  HORZ ORDER  -  SECOND
 GV6157  ELLP ORDER  -  FOURTH    CLASS II
 GV6157
 GV6157.The horizontal coordinates were established by GPS observations
 GV6157.and adjusted by the National Geodetic Survey in September 1995..
 GV6157
 GV6157.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6157
 GV6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6157
 GV6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6157
 GV6157.The ellipsoidal height was determined by GPS observations
 GV6157.and is referenced to NAD 83.
 GV6157
 GV6157.The geoid height was determined by GEOID03.
 GV6157
 GV6157;                    North         East     Units Scale Factor Converg.
 GV6157;SPC VA S     - 1,120,022.420 3,648,731.596   MT  0.99994559   +1 01 10.7
 GV6157;SPC VA S     - 3,674,606.89 11,970,880.24   sFT  0.99994559   +1 01 10.7
 GV6157;UTM  18      - 4,141,127.127   338,915.605   MT  0.99991963   -1 06 20.6
 GV6157
 GV6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6157!SPC VA S     -   1.00000131  x   0.99994559  =   0.99994690
 GV6157!UTM  18      -   1.00000131  x   0.99991963  =   0.99992094
 GV6157
 GV6157                          SUPERSEDED SURVEY CONTROL
 GV6157
 GV6157  ELLIP H (09/08/95)   -8.10   (m)                       GP(       ) 4 2
 GV6157  NAD 83(1993)-  37 24 10.56727(N)    076 49 11.97643(W) AD(       ) 2
 GV6157  ELLIP H (11/14/94)   -8.29   (m)                       GP(       ) 4 2
 GV6157  NAD 83(1986)-  37 24 10.57182(N)    076 49 11.99276(W) AD(       ) 2
 GV6157  NGVD 29 (02/21/92)   26.7    (m)           88.     (f) GPS OBS        
 GV6157
 GV6157.Superseded values are not recommended for survey control.
 GV6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6157.See file dsdata.txt to determine how the superseded data were derived.
 GV6157
 GV6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3891641127(NAD 83)
 GV6157_MARKER: DD = SURVEY DISK
 GV6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6157_SP_SET: CONCRETE POST
 GV6157_STAMPING: STATION NO 349-REFERENCE MARK NO 3 AZ
 GV6157_MARK LOGO: VA-095
 GV6157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6157+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV6157
 GV6157  HISTORY     - Date     Condition        Report By
 GV6157  HISTORY     - 1990     MONUMENTED       RSA
 GV6157  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV6157  HISTORY     - 20021217 GOOD             USPSQD
 GV6157
 GV6157                          STATION DESCRIPTION
 GV6157
 GV6157'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6157'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA.  TO REACH THE
 GV6157'STATION FROM THE JUNCTION OF ROUTE 30 (OLD STAGE ROAD) AND U.S. 60
 GV6157'(RICHMOND ROAD) NEAR THE TOWN OF TOANO (ANDERSONS CORNER), PROCEED IN
 GV6157'A WESTERLY DIRECTION ALONG U.S.60 FOR APPROXIMATELY 1.57 KM
 GV6157'(0.98 MI) .  THE STATION IS LOCATED IN THE MEDIAN OF U.S.60,
 GV6157'NORTHWEST OF A METAL GUARDRAIL.  REFERENCE MARK NUMBER 3 AZ. IS A 2
 GV6157'INCH DISK SET IN CONCRETE APPROXIMATELY .10 M (0.33 FT) BELOW THE
 GV6157'GROUND SURFACE, STAMPED STATION NO. 349 - REFERENCE MARK NO. 3 AZ.
 GV6157'THE DISK IS LOCATED IN THE MEDIAN 5.09 M (16.70 FT) SOUTH OF THE
 GV6157'CENTERLINE OF THE PAVEMENT OF THE WESTBOUND LANES OF U.S.60, 15.45 M
 GV6157'(50.69 FT) NORTH OF THE CENTERLINE OF THE PAVEMENT OF THE EASTBOUND
 GV6157'LANES OF U.S.60, 77.85 M (255.41 FT) NORTHEAST OF A REFLECTOR SIGN,
 GV6157'AND 21.76 M (71.39 FT) NORTHWEST OF THE END OF A METAL GUARDRAIL.
 GV6157
 GV6157                          STATION RECOVERY (1997)
 GV6157
 GV6157'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6157'MARK NOT FOUND.
 GV6157
 GV6157                          STATION RECOVERY (2002)
 GV6157
 GV6157'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0753 ***********************************************************************
 GW0753  DESIGNATION -  349.62
 GW0753  PID         -  GW0753
 GW0753  STATE/COUNTY-  VA/ALBEMARLE
 GW0753  USGS QUAD   -  ESMONT (1987)
 GW0753
 GW0753                         *CURRENT SURVEY CONTROL
 GW0753  ___________________________________________________________________
 GW0753* NAD 83(1986)-  37 49 09.     (N)    078 30 28.     (W)     SCALED    
 GW0753* NAVD 88     -       106.366  (meters)     348.97   (feet)  ADJUSTED  
 GW0753  ___________________________________________________________________
 GW0753  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW0753  DYNAMIC HT  -         106.293 (meters)     348.73  (feet)  COMP
 GW0753  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 GW0753
 GW0753  VERT ORDER  -  SECOND    CLASS 0
 GW0753
 GW0753.The horizontal coordinates were scaled from a topographic map and have
 GW0753.an estimated accuracy of +/- 6 seconds.
 GW0753
 GW0753.The orthometric height was determined by differential leveling
 GW0753.and adjusted by the National Geodetic Survey in June 1991..
 GW0753
 GW0753.The geoid height was determined by GEOID03.
 GW0753
 GW0753.The dynamic height is computed by dividing the NAVD 88
 GW0753.geopotential number by the normal gravity value computed on the
 GW0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0753.degrees latitude (g = 980.6199 gals.).
 GW0753
 GW0753.The modeled gravity was interpolated from observed gravity values.
 GW0753
 GW0753;                    North         East    Units  Estimated Accuracy
 GW0753;SPC VA S     - 1,164,890.    3,499,320.      MT  (+/- 180 meters Scaled)
 GW0753
 GW0753                          SUPERSEDED SURVEY CONTROL
 GW0753
 GW0753  NGVD 29 (??/??/92)  106.638  (m)          349.86   (f) ADJ UNCH    2 0
 GW0753
 GW0753.Superseded values are not recommended for survey control.
 GW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0753.See file dsdata.txt to determine how the superseded data were derived.
 GW0753
 GW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB193886(NAD 83)
 GW0753_MARKER: H = DRILL HOLE
 GW0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0753_SP_SET: ABUTMENT
 GW0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0753
 GW0753  HISTORY     - Date     Condition        Report By
 GW0753  HISTORY     - UNK      MONUMENTED       USGS
 GW0753  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0753
 GW0753                          STATION DESCRIPTION
 GW0753
 GW0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0753'1.6 MI NW FROM SCOTTSVILLE.
 GW0753'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 613, SOUTHWEST OF THE
 GW0753'HIGHWAY, AT THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 GW0753'BRIDGE, AND ON THE TOP OF THE BRIDGE SEAT.  THE BOTTOM OF A SMALL
 GW0753'ROUND HOLE.  NOTE-- THE HIGHWAY IS NOW STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5546 ***********************************************************************
 GV5546  DESIGNATION -  35
 GV5546  PID         -  GV5546
 GV5546  STATE/COUNTY-  VA/C OF RICHMOND
 GV5546  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5546
 GV5546                         *CURRENT SURVEY CONTROL
 GV5546  ___________________________________________________________________
 GV5546* NAD 83(1993)-  37 29 07.64059(N)    077 26 55.10256(W)     ADJUSTED  
 GV5546* NAVD 88     -        33.47   (+/-2cm)     109.8    (feet)  VERTCON   
 GV5546  ___________________________________________________________________
 GV5546  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GV5546  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV5546
 GV5546  HORZ ORDER  -  SECOND
 GV5546  VERT ORDER  -  THIRD ? (See Below)
 GV5546
 GV5546.The horizontal coordinates were established by classical geodetic methods
 GV5546.and adjusted by the National Geodetic Survey in September 1995..
 GV5546
 GV5546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5546.The vertical order pertains to the NGVD 29 superseded value.
 GV5546
 GV5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5546
 GV5546.The geoid height was determined by GEOID03.
 GV5546
 GV5546;                    North         East     Units Scale Factor Converg.
 GV5546;SPC VA S     - 1,128,374.844 3,592,978.237   MT  0.99994751   +0 38 17.1
 GV5546;SPC VA S     - 3,702,009.80 11,787,962.77   sFT  0.99994751   +0 38 17.1
 GV5546;UTM  18      - 4,151,544.027   283,505.341   MT  1.00017737   -1 29 26.6
 GV5546
 GV5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5546!SPC VA S     -   0.99999994  x   0.99994751  =   0.99994745
 GV5546!UTM  18      -   0.99999994  x   1.00017737  =   1.00017731
 GV5546
 GV5546|---------------------------------------------------------------------|
 GV5546| PID    Reference Object                     Distance      Geod. Az  |
 GV5546|                                                           dddmmss.s |
 GV5546| GV5544 48 C OF R 1972                      302.188 METERS 17650     |
 GV5546| GV5545 34                                  APPROX. 1.6 KM 1792602.0 |
 GV5546| DC5493 35 RM                                18.501 METERS 18207     |
 GV5546|---------------------------------------------------------------------|
 GV5546
 GV5546                          SUPERSEDED SURVEY CONTROL
 GV5546
 GV5546  NAD 83(1993)-  37 29 07.64055(N)    077 26 55.10244(W) AD(       ) 2
 GV5546  NAD 83(1986)-  37 29 07.64680(N)    077 26 55.11935(W) AD(       ) 2
 GV5546  NAD 27      -  37 29 07.11669(N)    077 26 56.17653(W) AD(       ) 2
 GV5546  NGVD 29 (07/19/86)   33.78   (m)          110.8    (f) LEVELING    3  
 GV5546
 GV5546.Superseded values are not recommended for survey control.
 GV5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5546.See file dsdata.txt to determine how the superseded data were derived.
 GV5546
 GV5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8350551544(NAD 83)
 GV5546_MARKER: Z = SEE DESCRIPTION
 GV5546_SETTING: 0 = UNSPECIFIED SETTING
 GV5546
 GV5546  HISTORY     - Date     Condition        Report By
 GV5546  HISTORY     - 1972     MONUMENTED       VA2060
 GV5546  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5546  HISTORY     - 19991023 GOOD             USPSQD
 GV5546  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5546
 GV5546                          STATION DESCRIPTION
 GV5546
 GV5546'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5546'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED
 GV5546'ON U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 2.20 MILES TO
 GV5546'INTERSECTION OF COFER RD., THENCE WEST ON COFER RD. 0.10 MILE TO
 GV5546'R.R. CROSSING, THENCE SOUTH ALONG WEST SIDE OF TRACKS 0.50 MILE TO
 GV5546'POINT NO. 35.
 GV5546'
 GV5546'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5546'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5546'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5546'ABOUT 14 INCHES BELOW GROUND LEVEL.
 GV5546'
 GV5546'60.6 FEET N. E. OF R. R. WHISTLE POST, 42.1 FEET S. E. OF 36 INCHES
 GV5546'TWIN OAK TREE, 34.8 FEET N. OF FIRST R.R. SWITCH NORTH OF WHISTLE
 GV5546'POST.
 GV5546'
 GV5546'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5546'CENTER OF PIN, SET FLUSH TO GROUND.  2.3 FEET E. OF R.R. WHISTLE
 GV5546'POST, 26.5 FEET S. OF FIRST R.R. SWITCH N. OF R.R. WHISTLE POST,
 GV5546'11.55 FEET W. OF CENTER OF THE WEST SET OF R.R. TRACKS.
 GV5546'
 GV5546'DISTANCE BETWEEN PT. 35 AND R.M. IS 60.70 FT., 18.501 M.
 GV5546'
 GV5546'NEAREST TOWN--RICHMOND.
 GV5546
 GV5546                          STATION RECOVERY (1995)
 GV5546
 GV5546'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5546'MARK NOT FOUND.
 GV5546
 GV5546                          STATION RECOVERY (1999)
 GV5546
 GV5546'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5546'RECOVERED IN GOOD CONDITION.
 GV5546
 GV5546                          STATION RECOVERY (2004)
 GV5546
 GV5546'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9431 ***********************************************************************
 AA9431  DESIGNATION -  35 HBC RESET
 AA9431  PID         -  AA9431
 AA9431  STATE/COUNTY-  VA/PATRICK
 AA9431  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9431
 AA9431                         *CURRENT SURVEY CONTROL
 AA9431  ___________________________________________________________________
 AA9431* NAD 83(1993)-  36 39 57.67898(N)    080 23 15.76070(W)     ADJUSTED  
 AA9431* NAVD 88     -       841.08   (meters)    2759.4    (feet)  LEVELING  
 AA9431  ___________________________________________________________________
 AA9431  X           -     855,416.383 (meters)                     COMP
 AA9431  Y           -  -5,050,936.934 (meters)                     COMP
 AA9431  Z           -   3,788,211.460 (meters)                     COMP
 AA9431  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AA9431  ELLIP HEIGHT-         808.86  (meters)          (05/17/02) GPS OBS
 AA9431  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AA9431
 AA9431  HORZ ORDER  -  FIRST
 AA9431  VERT ORDER  -  THIRD ?
 AA9431  ELLP ORDER  -  FOURTH    CLASS II
 AA9431
 AA9431.The horizontal coordinates were established by GPS observations
 AA9431.and adjusted by the National Geodetic Survey in December 1995..
 AA9431
 AA9431.The orthometric height was determined by differential leveling.
 AA9431.The vertical network tie was performed by a horz. field party for horz.
 AA9431.obs reductions. Reset procedures were used to establish the elevation.
 AA9431
 AA9431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9431
 AA9431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9431
 AA9431.The ellipsoidal height was determined by GPS observations
 AA9431.and is referenced to NAD 83.
 AA9431
 AA9431.The geoid height was determined by GEOID03.
 AA9431
 AA9431;                    North         East     Units Scale Factor Converg.
 AA9431;SPC VA S     - 1,038,607.383 3,331,247.532   MT  1.00001979   -1 08 44.5
 AA9431;SPC VA S     - 3,407,497.72 10,929,267.94   sFT  1.00001979   -1 08 44.5
 AA9431;UTM  17      - 4,057,998.731   554,716.686   MT  0.99963688   +0 21 56.3
 AA9431
 AA9431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9431!SPC VA S     -   0.99987308  x   1.00001979  =   0.99989286
 AA9431!UTM  17      -   0.99987308  x   0.99963688  =   0.99951000
 AA9431
 AA9431                          SUPERSEDED SURVEY CONTROL
 AA9431
 AA9431  ELLIP H (12/05/95)  808.95   (m)                       GP(       ) 4 2
 AA9431
 AA9431.Superseded values are not recommended for survey control.
 AA9431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9431.See file dsdata.txt to determine how the superseded data were derived.
 AA9431
 AA9431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5471757999(NAD 83)
 AA9431_MARKER: DD = SURVEY DISK
 AA9431_SETTING: 66 = SET IN ROCK OUTCROP
 AA9431_STAMPING: 1994 35 HBC RESET
 AA9431_MARK LOGO: GEOMET
 AA9431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9431+STABILITY: POSITION/ELEVATION WELL
 AA9431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9431+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA9431
 AA9431  HISTORY     - Date     Condition        Report By
 AA9431  HISTORY     - 1967     MONUMENTED       USGS
 AA9431
 AA9431                          STATION DESCRIPTION
 AA9431
 AA9431'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AA9431'THE STATION IS LOCATED IN PATRICK, VIRGINIA ON PRIMLAND PROPERTY ABOUT
 AA9431'4.0 MILES SOUTHWEST OF THE TOWN OF VESTA.  TO REACH THE STATION FROM
 AA9431'THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 610 PROCEED
 AA9431'SOUTHWEST ALONG STATE ROUTE 610 4.0 MILES TO ITS INTERSECTION WITH
 AA9431'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9431'BUSTED ROCK ROAD 0.7 MILE TO THE STATION ON THE LEFT.  OBTAIN
 AA9431'PERMISSION TO CROSS PRIMLAND FROM LARRY MATHENY, P.O. BOX 97,
 AA9431'CLAUDVILLE, VIRGINIA  24076, PHONE NUMBER (703) 251-8018, EXTENSION
 AA9431'243.  THE STATION IS A STANDARD 3 1/4 INCH GEOMETRICS GPS, INC.
 AA9431'ALUMINUM SURVEY DISK CEMENTED IN ROCK AND STAMPED 35 HBC RESET.
 AA9431'GEOMETRICS GPS, INC. RECOVERED THE ORIGINAL MARK.  THE DISK HAD BEEN
 AA9431'DESTROYED BUT THE BRASS STEM REMAINED.  GEOMETRICS DRILLED OUT THE
 AA9431'STEM AND SET A NEW DISK IN THE HOLE.  THE TOP OF THE NEW DISK IS 0.025
 AA9431'FEET HIGHER THAN THE TOP OF THE STEM.  THE TOP OF THE DISK IS
 AA9431'THEREFORE ASSUMED TO BE SET AT THE SAME ELEVATION AS THE TOP OF THE
 AA9431'ORIGINAL DISK.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9431'MAGNETIC NORTH)(1) 57.4 FEET AZIMUTH 48 DEGREES TO A REBAR WITH A
 AA9431'YELLOW GEOMETRICS CAP SET 0.3 FEET ABOVE GROUND, (2) 36.4 FEET AZIMUTH
 AA9431'290 DEGREES TO A REFERENCE NAIL IN THE SIDE OF A 12 INCH OAK TREE
 AA9431'MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE, (3) 30.4 FEET
 AA9431'AZIMUTH 345 DEGREES TO A REFERENCE NAIL INTHE SIDE OF A 12 INCH OAK
 AA9431'TREE WITH A REFERENCE WASHER IN THE FACE OF THE TREE, (4) AND 12.0
 AA9431'FEET SOUTH FROM THE EDGE OF BUSTED ROCK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3458 ***********************************************************************
 GV3458  DESIGNATION -  35 JWM USGS
 GV3458  PID         -  GV3458
 GV3458  STATE/COUNTY-  VA/CHESTERFIELD
 GV3458  USGS QUAD   -  CHESTERFIELD (1994)
 GV3458
 GV3458                         *CURRENT SURVEY CONTROL
 GV3458  ___________________________________________________________________
 GV3458* NAD 83(1986)-  37 29 53.     (N)    077 34 09.     (W)     SCALED    
 GV3458* NAVD 88     -        91.071  (meters)     298.79   (feet)  ADJUSTED  
 GV3458  ___________________________________________________________________
 GV3458  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV3458  DYNAMIC HT  -          91.007 (meters)     298.58  (feet)  COMP
 GV3458  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 GV3458
 GV3458  VERT ORDER  -  FIRST     CLASS II
 GV3458
 GV3458.The horizontal coordinates were scaled from a topographic map and have
 GV3458.an estimated accuracy of +/- 6 seconds.
 GV3458
 GV3458.The orthometric height was determined by differential leveling
 GV3458.and adjusted by the National Geodetic Survey in June 1991..
 GV3458
 GV3458.The geoid height was determined by GEOID03.
 GV3458
 GV3458.The dynamic height is computed by dividing the NAVD 88
 GV3458.geopotential number by the normal gravity value computed on the
 GV3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3458.degrees latitude (g = 980.6199 gals.).
 GV3458
 GV3458.The modeled gravity was interpolated from observed gravity values.
 GV3458
 GV3458;                    North         East    Units  Estimated Accuracy
 GV3458;SPC VA S     - 1,129,660.    3,582,310.      MT  (+/- 180 meters Scaled)
 GV3458
 GV3458                          SUPERSEDED SURVEY CONTROL
 GV3458
 GV3458.No superseded survey control is available for this station.
 GV3458
 GV3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG728532(NAD 83)
 GV3458_MARKER: DS = TRIANGULATION STATION DISK
 GV3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3458_SP_SET: CONCRETE POST
 GV3458_STAMPING: 35 JWM 1962 300 FT
 GV3458_PROJECTION: PROJECTING 8 CENTIMETERS
 GV3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3458+STABILITY: SURFACE MOTION
 GV3458
 GV3458  HISTORY     - Date     Condition        Report By
 GV3458  HISTORY     - 1962     MONUMENTED       USGS
 GV3458  HISTORY     - 1979     GOOD             NGS
 GV3458  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 GV3458  HISTORY     - 19991109 MARK NOT FOUND   USPSQD
 GV3458  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV3458
 GV3458                          STATION DESCRIPTION
 GV3458
 GV3458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3458'4.4 MI NW FROM MIDLOTHIAN.
 GV3458'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE HIGHWAY SCHOOL IN
 GV3458'MIDLOTHIAN.  SET ON THE SOUTHEAST CORNER OF THE JUNCTION OF U.S.
 GV3458'HIGHWAY 60 AND COUNTY ROAD 671, 40 FEET EAST OF THE CENTERLINE OF
 GV3458'671, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 GV3458'HIGHWAY, 18 FEET SOUTHWEST OF A METAL POLE SUPPORTING TRAFFICE
 GV3458'SIGNALS, AND 2 FEET EAST OF POLE NUMBER 287.
 GV3458'THE MARK IS 1 FT BELOW THE HIGHWAY.
 GV3458
 GV3458                          STATION RECOVERY (1995)
 GV3458
 GV3458'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3458'MARK NOT FOUND.
 GV3458
 GV3458                          STATION RECOVERY (1999)
 GV3458
 GV3458'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3458'MARK NOT FOUND.
 GV3458
 GV3458                          STATION RECOVERY (2005)
 GV3458
 GV3458'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV3458'MARK NOT FOUND DUE TO ROAD WIDENED AND PROPERTY DEVLOPMENT IN AREA OF
 GV3458'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0590 ***********************************************************************
 GV0590  DESIGNATION -  35 USGS
 GV0590  PID         -  GV0590
 GV0590  STATE/COUNTY-  VA/GLOUCESTER
 GV0590  USGS QUAD   -  CLAY BANK (1984)
 GV0590
 GV0590                         *CURRENT SURVEY CONTROL
 GV0590  ___________________________________________________________________
 GV0590* NAD 83(1986)-  37 18 05.     (N)    076 30 45.     (W)     SCALED    
 GV0590* NAVD 88     -        11.195  (meters)      36.73   (feet)  ADJUSTED  
 GV0590  ___________________________________________________________________
 GV0590  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 GV0590  DYNAMIC HT  -          11.187 (meters)      36.70  (feet)  COMP
 GV0590  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 GV0590
 GV0590  VERT ORDER  -  FIRST     CLASS I
 GV0590
 GV0590.The horizontal coordinates were scaled from a topographic map and have
 GV0590.an estimated accuracy of +/- 6 seconds.
 GV0590
 GV0590.The orthometric height was determined by differential leveling
 GV0590.and adjusted by the National Geodetic Survey in June 1991..
 GV0590
 GV0590.The geoid height was determined by GEOID03.
 GV0590
 GV0590.The dynamic height is computed by dividing the NAVD 88
 GV0590.geopotential number by the normal gravity value computed on the
 GV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0590.degrees latitude (g = 980.6199 gals.).
 GV0590
 GV0590.The modeled gravity was interpolated from observed gravity values.
 GV0590
 GV0590;                    North         East    Units  Estimated Accuracy
 GV0590;SPC VA S     - 1,109,280.    3,676,190.      MT  (+/- 180 meters Scaled)
 GV0590
 GV0590                          SUPERSEDED SURVEY CONTROL
 GV0590
 GV0590  NGVD 29 (??/??/??)   11.433  (m)           37.51   (f) ADJUSTED    1 1
 GV0590
 GV0590.Superseded values are not recommended for survey control.
 GV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0590.See file dsdata.txt to determine how the superseded data were derived.
 GV0590
 GV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG659293(NAD 83)
 GV0590_MARKER: DD = SURVEY DISK
 GV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0590_STAMPING: 38 35 JAS 1962
 GV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0590+STABILITY: SURFACE MOTION
 GV0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0590+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0590
 GV0590  HISTORY     - Date     Condition        Report By
 GV0590  HISTORY     - 1962     MONUMENTED       USGS
 GV0590  HISTORY     - 1971     GOOD             NGS
 GV0590  HISTORY     - 1987     GOOD             USPSQD
 GV0590  HISTORY     - 1988     GOOD             USPSQD
 GV0590  HISTORY     - 19961204 GOOD             USPSQD
 GV0590  HISTORY     - 20020111 GOOD             USPSQD
 GV0590  HISTORY     - 20060214 GOOD             USPSQD
 GV0590
 GV0590                          STATION DESCRIPTION
 GV0590
 GV0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0590'3.6 MI N FROM GLOUCESTER POINT.
 GV0590'ABOUT 3.65 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 GV0590'AT GLOUCESTER POINT, 43 FEET WEST OF THE CENTER LINE OF THE
 GV0590'SOUTHBOUND LANE OF THE HIGHWAY, AT THE JUNCTION OF COUNTY ROAD
 GV0590'1301 LEADING WESTERLY, 34 FEET SOUTH OF THE CENTER LINE OF THE
 GV0590'COUNTY ROAD, 4 FEET NORTHWEST OF POWER LINE POLE NO. 59533,
 GV0590'5 1/2 FEET NORTHEAST OF A CONCRETE CURB, 1.7 FEET EAST OF A
 GV0590'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE U.S. HIGHWAY
 GV0590'AND THE COUNTY ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GV0590'THE GROUND.
 GV0590
 GV0590                          STATION RECOVERY (1987)
 GV0590
 GV0590'RECOVERY NOTE BY US POWER SQUADRON 1987 (VHF)
 GV0590'RECOVERED IN GOOD CONDITION.
 GV0590
 GV0590                          STATION RECOVERY (1988)
 GV0590
 GV0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAD)
 GV0590'RECOVERED IN GOOD CONDITION.
 GV0590
 GV0590                          STATION RECOVERY (1996)
 GV0590
 GV0590'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0590'RECOVERED IN GOOD CONDITION.
 GV0590
 GV0590                          STATION RECOVERY (2002)
 GV0590
 GV0590'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0590'RECOVERED IN GOOD CONDITION.
 GV0590
 GV0590                          STATION RECOVERY (2006)
 GV0590
 GV0590'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6158 ***********************************************************************
 GV6158  DESIGNATION -  350 RM 3 AZ MK
 GV6158  PID         -  GV6158
 GV6158  STATE/COUNTY-  VA/JAMES CITY
 GV6158  USGS QUAD   -  YORKTOWN (1994)
 GV6158
 GV6158                         *CURRENT SURVEY CONTROL
 GV6158  ___________________________________________________________________
 GV6158* NAD 83(1993)-  37 12 28.60365(N)    076 35 59.67685(W)     ADJUSTED  
 GV6158* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 GV6158  ___________________________________________________________________
 GV6158  X           -   1,178,690.411 (meters)                     COMP
 GV6158  Y           -  -4,947,590.093 (meters)                     COMP
 GV6158  Z           -   3,835,786.543 (meters)                     COMP
 GV6158  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 GV6158  ELLIP HEIGHT-         -19.92  (meters)          (06/04/02) GPS OBS
 GV6158  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 GV6158
 GV6158  HORZ ORDER  -  SECOND
 GV6158  ELLP ORDER  -  FOURTH    CLASS II
 GV6158
 GV6158.The horizontal coordinates were established by GPS observations
 GV6158.and adjusted by the National Geodetic Survey in September 1995..
 GV6158
 GV6158.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6158
 GV6158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6158
 GV6158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6158
 GV6158.The ellipsoidal height was determined by GPS observations
 GV6158.and is referenced to NAD 83.
 GV6158
 GV6158.The geoid height was determined by GEOID03.
 GV6158
 GV6158;                    North         East     Units Scale Factor Converg.
 GV6158;SPC VA S     - 1,098,756.784 3,668,648.530   MT  0.99994926   +1 09 11.6
 GV6158;SPC VA S     - 3,604,837.88 12,036,224.39   sFT  0.99994926   +1 09 11.6
 GV6158;UTM  18      - 4,119,139.654   358,029.871   MT  0.99984829   -0 58 03.5
 GV6158
 GV6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6158!SPC VA S     -   1.00000313  x   0.99994926  =   0.99995239
 GV6158!UTM  18      -   1.00000313  x   0.99984829  =   0.99985142
 GV6158
 GV6158:                Primary Azimuth Mark                     Grid Az
 GV6158:SPC VA S     -  0350                                     236 56 04.1
 GV6158:UTM  18      -  0350                                     239 03 19.2
 GV6158
 GV6158|---------------------------------------------------------------------|
 GV6158| PID    Reference Object                     Distance      Geod. Az  |
 GV6158|                                                           dddmmss.s |
 GV6158| GV6112 0350                                471.310 METERS 2380515.7 |
 GV6158|---------------------------------------------------------------------|
 GV6158
 GV6158                          SUPERSEDED SURVEY CONTROL
 GV6158
 GV6158  ELLIP H (09/08/95)  -19.74   (m)                       GP(       ) 4 2
 GV6158  NAD 83(1986)-  37 12 28.61187(N)    076 35 59.70493(W) AD(       ) 2
 GV6158  NGVD 29 (02/21/92)   16.1    (m)           53.     (f) GPS OBS        
 GV6158
 GV6158.Superseded values are not recommended for survey control.
 GV6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6158.See file dsdata.txt to determine how the superseded data were derived.
 GV6158
 GV6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5803019140(NAD 83)
 GV6158_MARKER: DD = SURVEY DISK
 GV6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6158_SP_SET: CONCRETE POST
 GV6158_STAMPING: STATION NO 350-REFERENCE MARK NO 3 AZ
 GV6158_MARK LOGO: VA-095
 GV6158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GV6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6158+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV6158
 GV6158  HISTORY     - Date     Condition        Report By
 GV6158  HISTORY     - 1990     MONUMENTED       RSA
 GV6158  HISTORY     - 19980110 GOOD             USPSQD
 GV6158  HISTORY     - 20030206 GOOD             USPSQD
 GV6158
 GV6158                          STATION DESCRIPTION
 GV6158
 GV6158'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1990
 GV6158'THE STATION IS SITUATED IN JAMES CITY COUNTY, VIRGINIA, NEAR THE CITY
 GV6158'OF WILLIAMSBURG.  TO REACH THE STATION FROM THE JUNCTION OF U.S. 60
 GV6158'(POCAHONTAS TRAIL) AND ROUTE 238 (YORKTOWN ROAD) IN THE TOWN OF LEE
 GV6158'HALL, PROCEED NORTHWEST ALONG U.S.60 APPROXIMATELY 3.57 KM (2.22 MI)
 GV6158', JUST SOUTHEAST OF THE INTERSECTION OF BLOW FLATS ROAD AND U.S.60.
 GV6158'THE STATION IS LOCATED NORTHEAST OF U.S.60 BETWEEN A TELEPHONE
 GV6158'PEDESTAL AND A POWER POLE.  REFERENCE MARK NO. 3 AZ. IS A 2 INCH DISK
 GV6158'SET IN CONCRETE APPROXIMATELY .03 M (0.10 FT) BELOW THE GROUND
 GV6158'SURFACE, STAMPED STATION NO. 350 - REFERENCE MARK NO. 3 AZ. THE DISK
 GV6158'IS LOCATED 7.01 M (23.00 FT) NORTHEAST OF THE CENTERLINE OF THE
 GV6158'PAVEMENT OF U.S.60, 37.13 M (121.82 FT) SOUTHEAST OF A TELEPHONE
 GV6158'PEDESTAL, AND 33.38 M (109.51 FT) NORTHWEST OF UTILITY POLE NUMBER
 GV6158'208-7.
 GV6158
 GV6158                          STATION RECOVERY (1998)
 GV6158
 GV6158'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6158'RECOVERED IN GOOD CONDITION.
 GV6158
 GV6158                          STATION RECOVERY (2003)
 GV6158
 GV6158'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3283 ***********************************************************************
 HV3283  DESIGNATION -  351.933 USE
 HV3283  PID         -  HV3283
 HV3283  STATE/COUNTY-  VA/STAFFORD
 HV3283  USGS QUAD   -  SALEM CHURCH (1994)
 HV3283
 HV3283                         *CURRENT SURVEY CONTROL
 HV3283  ___________________________________________________________________
 HV3283* NAD 83(1986)-  38 21 42.     (N)    077 31 09.     (W)     SCALED    
 HV3283* NAVD 88     -       107.150  (meters)     351.54   (feet)  ADJUSTED  
 HV3283  ___________________________________________________________________
 HV3283  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV3283  DYNAMIC HT  -         107.083 (meters)     351.32  (feet)  COMP
 HV3283  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 HV3283
 HV3283  VERT ORDER  -  SECOND    CLASS 0
 HV3283
 HV3283.The horizontal coordinates were scaled from a topographic map and have
 HV3283.an estimated accuracy of +/- 6 seconds.
 HV3283
 HV3283.The orthometric height was determined by differential leveling
 HV3283.and adjusted by the National Geodetic Survey in June 1991..
 HV3283
 HV3283.The geoid height was determined by GEOID03.
 HV3283
 HV3283.The dynamic height is computed by dividing the NAVD 88
 HV3283.geopotential number by the normal gravity value computed on the
 HV3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3283.degrees latitude (g = 980.6199 gals.).
 HV3283
 HV3283.The modeled gravity was interpolated from observed gravity values.
 HV3283
 HV3283;                    North         East    Units  Estimated Accuracy
 HV3283;SPC VA N     - 2,077,600.    3,585,720.      MT  (+/- 180 meters Scaled)
 HV3283
 HV3283                          SUPERSEDED SURVEY CONTROL
 HV3283
 HV3283  NGVD 29 (??/??/??)  107.409  (m)          352.39   (f) ADJUSTED    2 0
 HV3283
 HV3283.Superseded values are not recommended for survey control.
 HV3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3283.See file dsdata.txt to determine how the superseded data were derived.
 HV3283
 HV3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH798489(NAD 83)
 HV3283_MARKER: DD = SURVEY DISK
 HV3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3283_STAMPING: 265441945481 351.933
 HV3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3283+STABILITY: SURFACE MOTION
 HV3283
 HV3283  HISTORY     - Date     Condition        Report By
 HV3283  HISTORY     - UNK      MONUMENTED       DOD
 HV3283  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3283  HISTORY     - 1984     GOOD             NGS
 HV3283
 HV3283                          STATION DESCRIPTION
 HV3283
 HV3283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3283'4.4 MI NW FROM FALMOUTH.
 HV3283'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM FALMOUTH,
 HV3283'STAFFORD COUNTY, 203 YARDS SOUTHEAST OF THE POST OFFICE AT
 HV3283'BEREA, NEAR THE CENTER OF A PASTURE ON THE NORTH-EAST SIDE OF
 HV3283'THE HIGHWAY, 191 FEET NORTHWEST OF A GATE ACROSS A WAGON
 HV3283'ROAD CROSSING THE PASTURE, 91.8 FEET NORTH OF A WIRE FENCE ALONG
 HV3283'THE SOUTH SIDE OF THE FIELD, AND 10 FEET SOUTHWEST OF THE
 HV3283'CENTER LINE OF THE WAGON ROAD.  A CORPS OF ENGINEERS, U.S.
 HV3283'ARMY, STANDARD DISK, STAMPED 265441945481 351.933 AND SET IN
 HV3283'THE TOP OF A CONCRETE POST.
 HV3283
 HV3283                          STATION RECOVERY (1984)
 HV3283
 HV3283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0031 ***********************************************************************
 FY0031  DESIGNATION -  352
 FY0031  PID         -  FY0031
 FY0031  STATE/COUNTY-  VA/MECKLENBURG
 FY0031  USGS QUAD   -  BOYDTON (1990)
 FY0031
 FY0031                         *CURRENT SURVEY CONTROL
 FY0031  ___________________________________________________________________
 FY0031* NAD 83(1986)-  36 40 18.     (N)    078 26 38.     (W)     SCALED    
 FY0031* NAVD 88     -       107.204  (meters)     351.72   (feet)  POSTED    
 FY0031  ___________________________________________________________________
 FY0031  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FY0031  DYNAMIC HT  -         107.120 (meters)     351.44  (feet)  COMP
 FY0031  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 FY0031
 FY0031  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FY0031
 FY0031.The horizontal coordinates were scaled from a topographic map and have
 FY0031.an estimated accuracy of +/- 6 seconds.
 FY0031
 FY0031.The orthometric height was determined by differential leveling
 FY0031.and adjusted by the National Geodetic Survey in 1992..
 FY0031.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FY0031.rate of 3.1 thru 4.0 mm/km.
 FY0031
 FY0031.The geoid height was determined by GEOID03.
 FY0031
 FY0031.The dynamic height is computed by dividing the NAVD 88
 FY0031.geopotential number by the normal gravity value computed on the
 FY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0031.degrees latitude (g = 980.6199 gals.).
 FY0031
 FY0031.The modeled gravity was interpolated from observed gravity values.
 FY0031
 FY0031;                    North         East    Units  Estimated Accuracy
 FY0031;SPC VA S     - 1,037,550.    3,505,020.      MT  (+/- 180 meters Scaled)
 FY0031
 FY0031                          SUPERSEDED SURVEY CONTROL
 FY0031
 FY0031  NGVD 29 (??/??/92)  107.494  (m)          352.67   (f) ADJ UNCH    2 0
 FY0031
 FY0031.Superseded values are not recommended for survey control.
 FY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0031.See file dsdata.txt to determine how the superseded data were derived.
 FY0031
 FY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA284614(NAD 83)
 FY0031_MARKER: P = PIPE CAP
 FY0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0031_STAMPING: 352 1918
 FY0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0031
 FY0031  HISTORY     - Date     Condition        Report By
 FY0031  HISTORY     - 1918     MONUMENTED       USGS
 FY0031  HISTORY     - 1962     MARK NOT FOUND   NGS
 FY0031
 FY0031                          STATION DESCRIPTION
 FY0031
 FY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FY0031'3.3 MI W FROM BOYDTON.
 FY0031'SEARCHED FOR BUT NOT RECOVERED.  3.3 MILES WEST ALONG THE SOUTHERN
 FY0031'RAILWAY FROM THE STATION AT BOYTON, MECKLENBURG COUNTY, ABOUT 0.1 MILE
 FY0031'WEST OF MILEPOST 134, AT A FARM-ROAD CROSSING, 10 FEET WEST OF THE
 FY0031'CENTER LINE OF THE ROAD, AND 15 FEET SOUTH OF THE SOUTH RAIL.  A
 FY0031'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 352 1918 AND
 FY0031'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3252 ***********************************************************************
 HV3252  DESIGNATION -  353.36 USGS
 HV3252  PID         -  HV3252
 HV3252  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3252  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3252
 HV3252                         *CURRENT SURVEY CONTROL
 HV3252  ___________________________________________________________________
 HV3252* NAD 83(1986)-  38 21 14.     (N)    077 40 36.     (W)     SCALED    
 HV3252* NAVD 88     -       107.418  (meters)     352.42   (feet)  ADJUSTED  
 HV3252  ___________________________________________________________________
 HV3252  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HV3252  DYNAMIC HT  -         107.352 (meters)     352.20  (feet)  COMP
 HV3252  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 HV3252
 HV3252  VERT ORDER  -  SECOND    CLASS 0
 HV3252
 HV3252.The horizontal coordinates were scaled from a topographic map and have
 HV3252.an estimated accuracy of +/- 6 seconds.
 HV3252
 HV3252.The orthometric height was determined by differential leveling
 HV3252.and adjusted by the National Geodetic Survey in June 1991..
 HV3252
 HV3252.The geoid height was determined by GEOID03.
 HV3252
 HV3252.The dynamic height is computed by dividing the NAVD 88
 HV3252.geopotential number by the normal gravity value computed on the
 HV3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3252.degrees latitude (g = 980.6199 gals.).
 HV3252
 HV3252.The modeled gravity was interpolated from observed gravity values.
 HV3252
 HV3252;                    North         East    Units  Estimated Accuracy
 HV3252;SPC VA N     - 2,076,600.    3,571,960.      MT  (+/- 180 meters Scaled)
 HV3252
 HV3252                          SUPERSEDED SURVEY CONTROL
 HV3252
 HV3252  NGVD 29 (??/??/??)  107.673  (m)          353.26   (f) ADJUSTED    2 0
 HV3252
 HV3252.Superseded values are not recommended for survey control.
 HV3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3252.See file dsdata.txt to determine how the superseded data were derived.
 HV3252
 HV3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH661484(NAD 83)
 HV3252_MARKER: N = NAIL
 HV3252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3252_SP_SET: OAK TREE ROOT
 HV3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3252
 HV3252  HISTORY     - Date     Condition        Report By
 HV3252  HISTORY     - UNK      MONUMENTED       USGS
 HV3252  HISTORY     - 1964     MARK NOT FOUND   CGS
 HV3252  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3252
 HV3252                          STATION DESCRIPTION
 HV3252
 HV3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3252'0.8 MI SE FROM ELYS FORD.
 HV3252'0.8 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 610 FROM ELYS
 HV3252'FORD, SPOTSYLVANIA COUNTY, 63 YARDS SOUTHWEST OF THE SOUTHWEST
 HV3252'CORNER OF A CHURCH, 53 YARDS NORTHWEST OF THE CENTER LINE OF A
 HV3252'ROAD LEADING EAST, 24 FEET WEST OF THE CENTER LINE OF THE
 HV3252'HIGHWAY, AND IN THE EAST ROOT OF AN 18-INCH OAK TREE.  A UNITED
 HV3252'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HV3252'NOTE-- THE WOOD AROUND THE
 HV3252'NAIL IS DECAYING VERY RAPIDLY AND IT IS PROBABLE THAT THE MARK
 HV3252'WILL BE LOST IN A FEW MONTHS.
 HV3252
 HV3252                          STATION RECOVERY (1998)
 HV3252
 HV3252'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3310 ***********************************************************************
 HV3310  DESIGNATION -  353.6 MILITARY PARK
 HV3310  PID         -  HV3310
 HV3310  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3310  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3310
 HV3310                         *CURRENT SURVEY CONTROL
 HV3310  ___________________________________________________________________
 HV3310* NAD 83(1986)-  38 17 42.     (N)    077 37 30.     (W)     SCALED    
 HV3310* NAVD 88     -       107.188  (meters)     351.67   (feet)  ADJUSTED  
 HV3310  ___________________________________________________________________
 HV3310  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV3310  DYNAMIC HT  -         107.120 (meters)     351.44  (feet)  COMP
 HV3310  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HV3310
 HV3310  VERT ORDER  -  SECOND    CLASS 0
 HV3310
 HV3310.The horizontal coordinates were scaled from a topographic map and have
 HV3310.an estimated accuracy of +/- 6 seconds.
 HV3310
 HV3310.The orthometric height was determined by differential leveling
 HV3310.and adjusted by the National Geodetic Survey in June 1991..
 HV3310
 HV3310.The geoid height was determined by GEOID03.
 HV3310
 HV3310.The dynamic height is computed by dividing the NAVD 88
 HV3310.geopotential number by the normal gravity value computed on the
 HV3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3310.degrees latitude (g = 980.6199 gals.).
 HV3310
 HV3310.The modeled gravity was interpolated from observed gravity values.
 HV3310
 HV3310;                    North         East    Units  Estimated Accuracy
 HV3310;SPC VA N     - 2,070,110.    3,576,540.      MT  (+/- 180 meters Scaled)
 HV3310
 HV3310                          SUPERSEDED SURVEY CONTROL
 HV3310
 HV3310  NGVD 29 (??/??/??)  107.472  (m)          352.60   (f) ADJUSTED    2 0
 HV3310
 HV3310.Superseded values are not recommended for survey control.
 HV3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3310.See file dsdata.txt to determine how the superseded data were derived.
 HV3310
 HV3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH704418(NAD 83)
 HV3310_MARKER: DD = SURVEY DISK
 HV3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3310_STAMPING: F
 HV3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3310+STABILITY: SURFACE MOTION
 HV3310
 HV3310  HISTORY     - Date     Condition        Report By
 HV3310  HISTORY     - UNK      MONUMENTED       NPS
 HV3310  HISTORY     - 1962     GOOD             CGS
 HV3310  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3310  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3310
 HV3310                          STATION DESCRIPTION
 HV3310
 HV3310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3310'1.8 MI NW FROM CHANCELLOR.
 HV3310'1.8 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 610 FROM THE
 HV3310'POST OFFICE AND STORE AT CHANCELLOR, SPOTSYLVANIA COUNTY, 141
 HV3310'FEET WEST OF THE INTERSECTION OF MILITARY PARK ROAD, 20 FEET
 HV3310'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2.5 FEET WEST OF
 HV3310'A FENCE CORNER.  A NATIONAL PARK SERVICE STANDARD DISK, SET
 HV3310'IN THE TOP OF A CONCRETE POST PAINTED USBM 353.6 AND PROJECTING
 HV3310'4 INCHES ABOVE GROUND.
 HV3310
 HV3310                          STATION RECOVERY (1984)
 HV3310
 HV3310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3310'MARK NOT FOUND.
 HV3310
 HV3310                          STATION RECOVERY (1998)
 HV3310
 HV3310'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3565 ***********************************************************************
 HV3565  DESIGNATION -  354 USE RESET
 HV3565  PID         -  HV3565
 HV3565  STATE/COUNTY-  VA/FAUQUIER
 HV3565  USGS QUAD   -  UPPERVILLE (1983)
 HV3565
 HV3565                         *CURRENT SURVEY CONTROL
 HV3565  ___________________________________________________________________
 HV3565* NAD 83(1986)-  38 54 50.     (N)    077 55 18.     (W)     SCALED    
 HV3565* NAVD 88     -       137.261  (meters)     450.33   (feet)  ADJUSTED  
 HV3565  ___________________________________________________________________
 HV3565  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HV3565  DYNAMIC HT  -         137.177 (meters)     450.05  (feet)  COMP
 HV3565  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 HV3565
 HV3565  VERT ORDER  -  SECOND    CLASS 0
 HV3565
 HV3565.The horizontal coordinates were scaled from a topographic map and have
 HV3565.an estimated accuracy of +/- 6 seconds.
 HV3565
 HV3565.The orthometric height was determined by differential leveling
 HV3565.and adjusted by the National Geodetic Survey in June 1991..
 HV3565
 HV3565.The geoid height was determined by GEOID03.
 HV3565
 HV3565.The dynamic height is computed by dividing the NAVD 88
 HV3565.geopotential number by the normal gravity value computed on the
 HV3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3565.degrees latitude (g = 980.6199 gals.).
 HV3565
 HV3565.The modeled gravity was interpolated from observed gravity values.
 HV3565
 HV3565;                    North         East    Units  Estimated Accuracy
 HV3565;SPC VA N     - 2,138,600.    3,550,160.      MT  (+/- 180 meters Scaled)
 HV3565
 HV3565                          SUPERSEDED SURVEY CONTROL
 HV3565
 HV3565  NGVD 29 (??/??/??)  137.472  (m)          451.02   (f) ADJUSTED    2 0
 HV3565
 HV3565.Superseded values are not recommended for survey control.
 HV3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3565.See file dsdata.txt to determine how the superseded data were derived.
 HV3565
 HV3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ466112(NAD 83)
 HV3565_MARKER: DD = SURVEY DISK
 HV3565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3565_SP_SET: SIDEWALK BRIDGE
 HV3565_STAMPING: 354
 HV3565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3565
 HV3565  HISTORY     - Date     Condition        Report By
 HV3565  HISTORY     - UNK      MONUMENTED       DOD
 HV3565  HISTORY     - 1960     GOOD             CGS
 HV3565
 HV3565                          STATION DESCRIPTION
 HV3565
 HV3565'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3565'AT DELAPLANE.
 HV3565'AT DELAPLANE, 84 YARDS SOUTH OF THE CROSSING OF HIGHWAY 17 AND
 HV3565'THE SOUTHERN RAILWAY, 0.6 MILE NORTH OF THE JUNCTION OF STATE
 HV3565'HIGHWAY 55, 15 FEET EAST OF THE CENTER LINE OF HIGHWAY 17, IN
 HV3565'TOP OF THE SOUTH END OF EAST SIDEWALK FOR CONCRETE HIGHWAY 17
 HV3565'BRIDGE OVER GOOSE CREEK, 0.7 FOOT SOUTH OF THE SOUTH END OF
 HV3565'EAST BANISTER, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF BRIDGE
 HV3565'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0021 ***********************************************************************
 GA0021  DESIGNATION -  355 NWRR
 GA0021  PID         -  GA0021
 GA0021  STATE/COUNTY-  VA/WASHINGTON
 GA0021  USGS QUAD   -  BRISTOL (1991)
 GA0021
 GA0021                         *CURRENT SURVEY CONTROL
 GA0021  ___________________________________________________________________
 GA0021* NAD 83(1986)-  36 37 19.     (N)    082 09 32.     (W)     SCALED    
 GA0021* NAVD 88     -       535.564  (meters)    1757.10   (feet)  ADJUSTED  
 GA0021  ___________________________________________________________________
 GA0021  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0021  DYNAMIC HT  -         535.071 (meters)    1755.48  (feet)  COMP
 GA0021  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 GA0021
 GA0021  VERT ORDER  -  FIRST     CLASS II
 GA0021
 GA0021.The horizontal coordinates were scaled from a topographic map and have
 GA0021.an estimated accuracy of +/- 6 seconds.
 GA0021
 GA0021.The orthometric height was determined by differential leveling
 GA0021.and adjusted by the National Geodetic Survey in June 1991..
 GA0021
 GA0021.The geoid height was determined by GEOID03.
 GA0021
 GA0021.The dynamic height is computed by dividing the NAVD 88
 GA0021.geopotential number by the normal gravity value computed on the
 GA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0021.degrees latitude (g = 980.6199 gals.).
 GA0021
 GA0021.The modeled gravity was interpolated from observed gravity values.
 GA0021
 GA0021;                    North         East    Units  Estimated Accuracy
 GA0021;SPC VA S     - 1,038,370.    3,172,780.      MT  (+/- 180 meters Scaled)
 GA0021
 GA0021                          SUPERSEDED SURVEY CONTROL
 GA0021
 GA0021  NGVD 29 (??/??/92)  535.676  (m)         1757.46   (f) ADJ UNCH    1 2
 GA0021
 GA0021.Superseded values are not recommended for survey control.
 GA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0021.See file dsdata.txt to determine how the superseded data were derived.
 GA0021
 GA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA963535(NAD 83)
 GA0021_MARKER: B = BOLT
 GA0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0021_SP_SET: BRIDGE
 GA0021_MARK LOGO: NWRR  
 GA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0021
 GA0021  HISTORY     - Date     Condition        Report By
 GA0021  HISTORY     - UNK      MONUMENTED       NWRR
 GA0021  HISTORY     - 1959     GOOD             NGS
 GA0021  HISTORY     - 1984     GOOD             NGS
 GA0021
 GA0021                          STATION DESCRIPTION
 GA0021
 GA0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GA0021'2.2 MI NE FROM BRISTOL.
 GA0021'2.15 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GA0021'THE STATION AT BRISTOL, AT BRIDGE 355 OVER BEAVER CREEK, IN
 GA0021'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT.
 GA0021
 GA0021                          STATION RECOVERY (1984)
 GA0021
 GA0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0620 ***********************************************************************
 HW0620  DESIGNATION -  356.18
 HW0620  PID         -  HW0620
 HW0620  STATE/COUNTY-  VA/ALBEMARLE
 HW0620  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0620
 HW0620                         *CURRENT SURVEY CONTROL
 HW0620  ___________________________________________________________________
 HW0620* NAD 83(1986)-  38 00 47.     (N)    078 23 40.     (W)     SCALED    
 HW0620* NAVD 88     -       108.309  (meters)     355.34   (feet)  ADJUSTED  
 HW0620  ___________________________________________________________________
 HW0620  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW0620  DYNAMIC HT  -         108.236 (meters)     355.10  (feet)  COMP
 HW0620  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HW0620
 HW0620  VERT ORDER  -  SECOND    CLASS 0
 HW0620
 HW0620.The horizontal coordinates were scaled from a topographic map and have
 HW0620.an estimated accuracy of +/- 6 seconds.
 HW0620
 HW0620.The orthometric height was determined by differential leveling
 HW0620.and adjusted by the National Geodetic Survey in June 1991..
 HW0620
 HW0620.The geoid height was determined by GEOID03.
 HW0620
 HW0620.The dynamic height is computed by dividing the NAVD 88
 HW0620.geopotential number by the normal gravity value computed on the
 HW0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0620.degrees latitude (g = 980.6199 gals.).
 HW0620
 HW0620.The modeled gravity was interpolated from observed gravity values.
 HW0620
 HW0620;                    North         East    Units  Estimated Accuracy
 HW0620;SPC VA S     - 1,186,420.    3,509,270.      MT  (+/- 180 meters Scaled)
 HW0620
 HW0620                          SUPERSEDED SURVEY CONTROL
 HW0620
 HW0620  NGVD 29 (??/??/92)  108.557  (m)          356.16   (f) ADJ UNCH    2 0
 HW0620
 HW0620.Superseded values are not recommended for survey control.
 HW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0620.See file dsdata.txt to determine how the superseded data were derived.
 HW0620
 HW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC287104(NAD 83)
 HW0620_MARKER: Q = CHISELED SQUARE
 HW0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0620_SP_SET: CURB
 HW0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0620
 HW0620  HISTORY     - Date     Condition        Report By
 HW0620  HISTORY     - UNK      MONUMENTED       USGS
 HW0620  HISTORY     - 1958     GOOD             NGS
 HW0620  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0620
 HW0620                          STATION DESCRIPTION
 HW0620
 HW0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0620'AT SHADWELL.
 HW0620'76 FEET EAST OF THE NORTHEAST CORNER OF THE OLD CHESAPEAKE AND
 HW0620'OHIO RAILWAY DEPOT, 2 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 HW0620'LEVEL WITH THE GROUND.  A CHISELED SQUARE IN THE CONCRETE CURB
 HW0620'FOR THE PASSENGER PLATFORM.  IT IS NOW COVERED BY ABOUT ONE INCH
 HW0620'OF TRACK BALLAST.  THE DEPOT HAS BEEN ABANDONED AND IS NOW USED
 HW0620'AS A WAREHOUSE FOR AN ATLANTIC OIL CO. DEALER.  NOT RECOVERED
 HW0620'1963 - THE END OF THE CONCRETE CURB HAS BEEN BROKEN OFF.
 HW0620
 HW0620                          STATION RECOVERY (1963)
 HW0620
 HW0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HW0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1326 ***********************************************************************
 GV1326  DESIGNATION -  358 A C OF R
 GV1326  PID         -  GV1326
 GV1326  STATE/COUNTY-  VA/CHESTERFIELD
 GV1326  USGS QUAD   -  RICHMOND (1994)
 GV1326
 GV1326                         *CURRENT SURVEY CONTROL
 GV1326  ___________________________________________________________________
 GV1326* NAD 83(1986)-  37 30 33.     (N)    077 29 00.     (W)     SCALED    
 GV1326* NAVD 88     -        62.539  (meters)     205.18   (feet)  ADJUSTED  
 GV1326  ___________________________________________________________________
 GV1326  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV1326  DYNAMIC HT  -          62.496 (meters)     205.04  (feet)  COMP
 GV1326  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 GV1326
 GV1326  VERT ORDER  -  SECOND    CLASS 0
 GV1326
 GV1326.The horizontal coordinates were scaled from a topographic map and have
 GV1326.an estimated accuracy of +/- 6 seconds.
 GV1326
 GV1326.The orthometric height was determined by differential leveling
 GV1326.and adjusted by the National Geodetic Survey in June 1991..
 GV1326
 GV1326.The geoid height was determined by GEOID03.
 GV1326
 GV1326.The dynamic height is computed by dividing the NAVD 88
 GV1326.geopotential number by the normal gravity value computed on the
 GV1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1326.degrees latitude (g = 980.6199 gals.).
 GV1326
 GV1326.The modeled gravity was interpolated from observed gravity values.
 GV1326
 GV1326;                    North         East    Units  Estimated Accuracy
 GV1326;SPC VA S     - 1,130,970.    3,589,880.      MT  (+/- 180 meters Scaled)
 GV1326
 GV1326                          SUPERSEDED SURVEY CONTROL
 GV1326
 GV1326  NGVD 29 (??/??/??)   62.851  (m)          206.20   (f) ADJUSTED    2 0
 GV1326
 GV1326.Superseded values are not recommended for survey control.
 GV1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1326.See file dsdata.txt to determine how the superseded data were derived.
 GV1326
 GV1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG805542(NAD 83)
 GV1326_MARKER: DD = SURVEY DISK
 GV1326_SETTING: 0 = UNSPECIFIED SETTING
 GV1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1326
 GV1326  HISTORY     - Date     Condition        Report By
 GV1326  HISTORY     - UNK      MONUMENTED       VA2060
 GV1326  HISTORY     - 1972     GOOD             NGS
 GV1326  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 GV1326  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1326
 GV1326                          STATION DESCRIPTION
 GV1326
 GV1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1326'NEAR RICHMOND.
 GV1326'291 FEET SOUTHEAST OF THE CENTERLINE OF MIDLOTHIAN TURNPIKE
 GV1326'ALONG THE OLD BELT LINE R.R., 7.5 FEET SOUTHWEST OF THE CENTERLINE
 GV1326'OF THE OLD BELT LINE R.R., 13 FEET NORTH OF THE CENTERLINE OF OLD
 GV1326'MIDLOTHIAN TURNPIKE, 37 FEET NORTH OF A TELEPHONE POLE NO. 91,
 GV1326'97 FEET EAST OF A TELEPHONE POLE NO. 91 1/2 XJG32.
 GV1326
 GV1326                          STATION RECOVERY (2000)
 GV1326
 GV1326'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1326'MARK NOT FOUND.
 GV1326
 GV1326                          STATION RECOVERY (2004)
 GV1326
 GV1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1325 ***********************************************************************
 GV1325  DESIGNATION -  358 C OF R
 GV1325  PID         -  GV1325
 GV1325  STATE/COUNTY-  VA/CHESTERFIELD
 GV1325  USGS QUAD   -  RICHMOND (1994)
 GV1325
 GV1325                         *CURRENT SURVEY CONTROL
 GV1325  ___________________________________________________________________
 GV1325* NAD 83(1986)-  37 30 29.     (N)    077 29 17.     (W)     SCALED    
 GV1325* NAVD 88     -        63.688  (meters)     208.95   (feet)  ADJUSTED  
 GV1325  ___________________________________________________________________
 GV1325  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV1325  DYNAMIC HT  -          63.644 (meters)     208.81  (feet)  COMP
 GV1325  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV1325
 GV1325  VERT ORDER  -  SECOND    CLASS 0
 GV1325
 GV1325.The horizontal coordinates were scaled from a topographic map and have
 GV1325.an estimated accuracy of +/- 6 seconds.
 GV1325
 GV1325.The orthometric height was determined by differential leveling
 GV1325.and adjusted by the National Geodetic Survey in June 1991..
 GV1325
 GV1325.The geoid height was determined by GEOID03.
 GV1325
 GV1325.The dynamic height is computed by dividing the NAVD 88
 GV1325.geopotential number by the normal gravity value computed on the
 GV1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1325.degrees latitude (g = 980.6199 gals.).
 GV1325
 GV1325.The modeled gravity was interpolated from observed gravity values.
 GV1325
 GV1325;                    North         East    Units  Estimated Accuracy
 GV1325;SPC VA S     - 1,130,850.    3,589,470.      MT  (+/- 180 meters Scaled)
 GV1325
 GV1325                          SUPERSEDED SURVEY CONTROL
 GV1325
 GV1325  NGVD 29 (??/??/??)   64.000  (m)          209.97   (f) ADJUSTED    2 0
 GV1325
 GV1325.Superseded values are not recommended for survey control.
 GV1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1325.See file dsdata.txt to determine how the superseded data were derived.
 GV1325
 GV1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG800541(NAD 83)
 GV1325_MARKER: DD = SURVEY DISK
 GV1325_SETTING: 0 = UNSPECIFIED SETTING
 GV1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1325
 GV1325  HISTORY     - Date     Condition        Report By
 GV1325  HISTORY     - UNK      MONUMENTED       VA2060
 GV1325  HISTORY     - 1972     GOOD             NGS
 GV1325  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 GV1325  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1325
 GV1325                          STATION DESCRIPTION
 GV1325
 GV1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1325'AT RICHMOND.
 GV1325'LOCATED AT OLD MIDLOTHIAN TURNPIKE AND S.C.L.R.R., 294 FEET
 GV1325'SOUTH OF THE CENTERLINE OF BRIDGE (RT. 60) ON THE NORTH BOUND
 GV1325'TRACKS, 37.3 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 GV1325'TRACKS, 40 FEET WEST OF THE SOUTHWEST CORNER OF A CINDER BLOCK
 GV1325'BUILDING (LITTLE OIL CO.), 87 FEET NORTHWEST OF THE NORTHWEST
 GV1325'CORNER OF A BRICK WAREHOUSE BUILDING.
 GV1325
 GV1325                          STATION RECOVERY (2000)
 GV1325
 GV1325'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1325'MARK NOT FOUND.
 GV1325
 GV1325                          STATION RECOVERY (2004)
 GV1325
 GV1325'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1661 ***********************************************************************
 HW1661  DESIGNATION -  359
 HW1661  PID         -  HW1661
 HW1661  STATE/COUNTY-  VA/ROCKINGHAM
 HW1661  USGS QUAD   -  BRIERY BRANCH (1984)
 HW1661
 HW1661                         *CURRENT SURVEY CONTROL
 HW1661  ___________________________________________________________________
 HW1661* NAD 83(1986)-  38 23 42.     (N)    079 01 53.     (W)     SCALED    
 HW1661* NAVD 88     -       377.112  (meters)    1237.24   (feet)  ADJUSTED  
 HW1661  ___________________________________________________________________
 HW1661  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HW1661  DYNAMIC HT  -         376.834 (meters)    1236.33  (feet)  COMP
 HW1661  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 HW1661
 HW1661  VERT ORDER  -  SECOND    CLASS 0
 HW1661
 HW1661.The horizontal coordinates were scaled from a topographic map and have
 HW1661.an estimated accuracy of +/- 6 seconds.
 HW1661
 HW1661.The orthometric height was determined by differential leveling
 HW1661.and adjusted by the National Geodetic Survey in June 1991..
 HW1661
 HW1661.The geoid height was determined by GEOID03.
 HW1661
 HW1661.The dynamic height is computed by dividing the NAVD 88
 HW1661.geopotential number by the normal gravity value computed on the
 HW1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1661.degrees latitude (g = 980.6199 gals.).
 HW1661
 HW1661.The modeled gravity was interpolated from observed gravity values.
 HW1661
 HW1661;                    North         East    Units  Estimated Accuracy
 HW1661;SPC VA N     - 2,080,980.    3,453,580.      MT  (+/- 180 meters Scaled)
 HW1661
 HW1661                          SUPERSEDED SURVEY CONTROL
 HW1661
 HW1661  NGVD 29 (??/??/92)  377.242  (m)         1237.67   (f) ADJ UNCH    2 0
 HW1661
 HW1661.Superseded values are not recommended for survey control.
 HW1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1661.See file dsdata.txt to determine how the superseded data were derived.
 HW1661
 HW1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC719514(NAD 83)
 HW1661_MARKER: DB = BENCH MARK DISK
 HW1661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1661_SP_SET: BRIDGE
 HW1661_STAMPING: 359
 HW1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1661
 HW1661  HISTORY     - Date     Condition        Report By
 HW1661  HISTORY     - UNK      MONUMENTED       DOD
 HW1661  HISTORY     - 1935     GOOD             NGS
 HW1661
 HW1661                          STATION DESCRIPTION
 HW1661
 HW1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1661'0.5 MI SE FROM BRIDGEWATER.
 HW1661'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 HW1661'STATE HIGHWAY 257 AT BRIDGEWATER, ROCKINGHAM COUNTY, THENCE 3.3
 HW1661'MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 727, 0.5 MILE
 HW1661'SOUTHEAST OF THE POST OFFICE AT SPRING CREEK, 400 FEET NORTHWEST
 HW1661'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 613 LEADING SOUTH, AT
 HW1661'A LONG STEEL BRIDGE OVER NORTH RIVER, AND IN THE TOP OF THE
 HW1661'SOUTHWEST STONE ABUTMENT.  A CORPS OF ENGINEERS, U.S. ARMY,
 HW1661'STANDARD DISK, STAMPED 359.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2625 ***********************************************************************
 GV2625  DESIGNATION -  359 C OF R
 GV2625  PID         -  GV2625
 GV2625  STATE/COUNTY-  VA/CHESTERFIELD
 GV2625  USGS QUAD   -  BON AIR (1994)
 GV2625
 GV2625                         *CURRENT SURVEY CONTROL
 GV2625  ___________________________________________________________________
 GV2625* NAD 83(1986)-  37 31 15.     (N)    077 30 43.     (W)     SCALED    
 GV2625* NAVD 88     -        73.637  (meters)     241.59   (feet)  ADJUSTED  
 GV2625  ___________________________________________________________________
 GV2625  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2625  DYNAMIC HT  -          73.586 (meters)     241.42  (feet)  COMP
 GV2625  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 GV2625
 GV2625  VERT ORDER  -  SECOND    CLASS 0
 GV2625
 GV2625.The horizontal coordinates were scaled from a topographic map and have
 GV2625.an estimated accuracy of +/- 6 seconds.
 GV2625
 GV2625.The orthometric height was determined by differential leveling
 GV2625.and adjusted by the National Geodetic Survey in June 1991..
 GV2625
 GV2625.The geoid height was determined by GEOID03.
 GV2625
 GV2625.The dynamic height is computed by dividing the NAVD 88
 GV2625.geopotential number by the normal gravity value computed on the
 GV2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2625.degrees latitude (g = 980.6199 gals.).
 GV2625
 GV2625.The modeled gravity was interpolated from observed gravity values.
 GV2625
 GV2625;                    North         East    Units  Estimated Accuracy
 GV2625;SPC VA S     - 1,132,240.    3,587,340.      MT  (+/- 180 meters Scaled)
 GV2625
 GV2625                          SUPERSEDED SURVEY CONTROL
 GV2625
 GV2625  NGVD 29 (??/??/??)   73.951  (m)          242.62   (f) ADJUSTED    2 0
 GV2625
 GV2625.Superseded values are not recommended for survey control.
 GV2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2625.See file dsdata.txt to determine how the superseded data were derived.
 GV2625
 GV2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780556(NAD 83)
 GV2625_MARKER: DD = SURVEY DISK
 GV2625_SETTING: 0 = UNSPECIFIED SETTING
 GV2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2625
 GV2625  HISTORY     - Date     Condition        Report By
 GV2625  HISTORY     - UNK      MONUMENTED       VA2060
 GV2625  HISTORY     - 1972     GOOD             NGS
 GV2625  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2625  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2625  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2625  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2625
 GV2625                          STATION DESCRIPTION
 GV2625
 GV2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2625'AT RICHMOND.
 GV2625'25.5 FEET SOUTH OF THE CENTERLINE OF JAHNKE ROAD, 27 FEET
 GV2625'NORTHEAST OF THE CENTERLINE OF BLAKEMORE ROAD, 10 FEET SOUTHWEST
 GV2625'OF A TELEPHONE POLE NO. 5559N, 30 FEET NORTHWEST OF THE NORTHWEST
 GV2625'CORNER OF A RESTAURANT, 41 FEET NORTHWEST OF THE SOUTHWEST
 GV2625'CORNER OF THE SAME RESTAURANT, 58 FEET EAST OF A TELEPHONE POLE
 GV2625'NO. 40.
 GV2625
 GV2625                          STATION RECOVERY (1987)
 GV2625
 GV2625'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAB)
 GV2625'MARK NOT FOUND.
 GV2625
 GV2625                          STATION RECOVERY (1990)
 GV2625
 GV2625'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2625'MARK NOT FOUND.
 GV2625
 GV2625                          STATION RECOVERY (2000)
 GV2625
 GV2625'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2625'MARK NOT FOUND.
 GV2625
 GV2625                          STATION RECOVERY (2004)
 GV2625
 GV2625'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5547 ***********************************************************************
 GV5547  DESIGNATION -  36
 GV5547  PID         -  GV5547
 GV5547  STATE/COUNTY-  VA/C OF RICHMOND
 GV5547  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5547
 GV5547                         *CURRENT SURVEY CONTROL
 GV5547  ___________________________________________________________________
 GV5547* NAD 83(1993)-  37 29 38.20539(N)    077 26 55.59116(W)     ADJUSTED  
 GV5547* NAVD 88     -        36.91   (+/-2cm)     121.1    (feet)  VERTCON   
 GV5547  ___________________________________________________________________
 GV5547  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV5547  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5547
 GV5547  HORZ ORDER  -  SECOND
 GV5547  VERT ORDER  -  THIRD ? (See Below)
 GV5547
 GV5547.The horizontal coordinates were established by classical geodetic methods
 GV5547.and adjusted by the National Geodetic Survey in September 1995..
 GV5547
 GV5547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5547.The vertical order pertains to the NGVD 29 superseded value.
 GV5547
 GV5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5547
 GV5547.The geoid height was determined by GEOID03.
 GV5547
 GV5547;                    North         East     Units Scale Factor Converg.
 GV5547;SPC VA S     - 1,129,316.905 3,592,955.742   MT  0.99994783   +0 38 16.9
 GV5547;SPC VA S     - 3,705,100.55 11,787,888.96   sFT  0.99994783   +0 38 16.9
 GV5547;UTM  18      - 4,152,486.491   283,517.861   MT  1.00017730   -1 29 27.9
 GV5547
 GV5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5547!SPC VA S     -   0.99999940  x   0.99994783  =   0.99994723
 GV5547!UTM  18      -   0.99999940  x   1.00017730  =   1.00017670
 GV5547
 GV5547|---------------------------------------------------------------------|
 GV5547| PID    Reference Object                     Distance      Geod. Az  |
 GV5547|                                                           dddmmss.s |
 GV5547| GV5521 EARL                                241.752 METERS 19051     |
 GV5547| DC5494 36 RM                                11.872 METERS 25250     |
 GV5547| GV5550 37                                  300.002 METERS 33110     |
 GV5547|---------------------------------------------------------------------|
 GV5547
 GV5547                          SUPERSEDED SURVEY CONTROL
 GV5547
 GV5547  NAD 83(1993)-  37 29 38.20534(N)    077 26 55.59107(W) AD(       ) 2
 GV5547  NAD 83(1986)-  37 29 38.21157(N)    077 26 55.60797(W) AD(       ) 2
 GV5547  NAD 27      -  37 29 37.68195(N)    077 26 56.66556(W) AD(       ) 2
 GV5547  NGVD 29 (07/19/86)   37.22   (m)          122.1    (f) LEVELING    3  
 GV5547
 GV5547.Superseded values are not recommended for survey control.
 GV5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5547.See file dsdata.txt to determine how the superseded data were derived.
 GV5547
 GV5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8351852486(NAD 83)
 GV5547_MARKER: I = METAL ROD
 GV5547_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5547_SP_SET: OBJECT DRIVEN INTO GROUND
 GV5547
 GV5547  HISTORY     - Date     Condition        Report By
 GV5547  HISTORY     - 1972     MONUMENTED       VA2060
 GV5547  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5547  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5547  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5547
 GV5547                          STATION DESCRIPTION
 GV5547
 GV5547'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5547'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5547'U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 2.20 MILES TO COFER
 GV5547'RD., THENCE WEST ON COFER RD. 0.10 MILE TO RAILROAD TRACKS, THENCE
 GV5547'NORTH ALONG RAILROAD TRACKS APPROXIMATELY 141 FEET TO POINT NO.
 GV5547'36.
 GV5547'
 GV5547'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5547'
 GV5547'85.6 FEET S. E. OF WEST CORNER OF 1 ROOM FRAME BUILDING, 30.95 FEET
 GV5547'E. OF CENTER OF EAST R.R. TRACKS, 141.0 FEET N. OF C/L COFER RD.
 GV5547'
 GV5547'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5547'CENTER OF PIN, SET FLUSH TO GROUND.  89.2 FEET S. OF WEST CORNER
 GV5547'OF 1 ROOM FRAME BUILDING, 8.25 FEET W. OF CENTER OF EAST R.R.
 GV5547'TRACKS, 134.0 FEET N. OF C/L OF COFER RD.
 GV5547'
 GV5547'DISTANCE BETWEEN PT. 36 AND R. M. IS 38.95 FT., 11.872 M.
 GV5547'
 GV5547'NEAREST TOWN--RICHMOND.
 GV5547
 GV5547                          STATION RECOVERY (1995)
 GV5547
 GV5547'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5547'MARK NOT FOUND.
 GV5547
 GV5547                          STATION RECOVERY (1999)
 GV5547
 GV5547'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5547'MARK NOT FOUND.
 GV5547
 GV5547                          STATION RECOVERY (2004)
 GV5547
 GV5547'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0343 ***********************************************************************
 GX0343  DESIGNATION -  36 LL B
 GX0343  PID         -  GX0343
 GX0343  STATE/COUNTY-  VA/MONTGOMERY
 GX0343  USGS QUAD   -  BLACKSBURG (1983)
 GX0343
 GX0343                         *CURRENT SURVEY CONTROL
 GX0343  ___________________________________________________________________
 GX0343* NAD 83(1986)-  37 13 37.     (N)    080 24 45.     (W)     SCALED    
 GX0343* NAVD 88     -       637.263  (meters)    2090.75   (feet)  ADJUSTED  
 GX0343  ___________________________________________________________________
 GX0343  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GX0343  DYNAMIC HT  -         636.694 (meters)    2088.89  (feet)  COMP
 GX0343  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 GX0343
 GX0343  VERT ORDER  -  SECOND    CLASS 0
 GX0343
 GX0343.The horizontal coordinates were scaled from a topographic map and have
 GX0343.an estimated accuracy of +/- 6 seconds.
 GX0343
 GX0343.The orthometric height was determined by differential leveling
 GX0343.and adjusted by the National Geodetic Survey in June 1991..
 GX0343
 GX0343.The geoid height was determined by GEOID03.
 GX0343
 GX0343.The dynamic height is computed by dividing the NAVD 88
 GX0343.geopotential number by the normal gravity value computed on the
 GX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0343.degrees latitude (g = 980.6199 gals.).
 GX0343
 GX0343.The modeled gravity was interpolated from observed gravity values.
 GX0343
 GX0343;                    North         East    Units  Estimated Accuracy
 GX0343;SPC VA S     - 1,100,890.    3,330,290.      MT  (+/- 180 meters Scaled)
 GX0343
 GX0343                          SUPERSEDED SURVEY CONTROL
 GX0343
 GX0343  NGVD 29 (??/??/92)  637.370  (m)         2091.10   (f) ADJ UNCH    2 0
 GX0343
 GX0343.Superseded values are not recommended for survey control.
 GX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0343.See file dsdata.txt to determine how the superseded data were derived.
 GX0343
 GX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB521202(NAD 83)
 GX0343_MARKER: DD = SURVEY DISK
 GX0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0343_SP_SET: FOUNDATION
 GX0343_STAMPING: 36 LL B 2091 1963
 GX0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0343
 GX0343  HISTORY     - Date     Condition        Report By
 GX0343  HISTORY     - 1963     MONUMENTED       USGS
 GX0343  HISTORY     - 1964     GOOD             NGS
 GX0343
 GX0343                          STATION DESCRIPTION
 GX0343
 GX0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0343'AT BLACKSBURG.
 GX0343'AT BLACKSBURG, 0.2 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST
 GX0343'OFFICE TO THE MARK SET IN THE TOP OF THE CONCRETE FOUNDATION AT
 GX0343'THE SOUTHEAST CORNER OF THE RAILROAD EXPRESS STATION, 215 FEET
 GX0343'SOUTH OF CENTERLINE OF MAIN STREET, 11.3 FEET WEST OF WEST RAIL,
 GX0343'8.8 FEET NORTHEAST OF SOUTHEAST CORNER OF LOADING PLATFORM, 0.9
 GX0343'FOOT EAST OF EAST EDGE OF PLATFORM AND IS ABOUT LEVEL WITH THE
 GX0343'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1419 ***********************************************************************
 GV1419  DESIGNATION -  36 USGS
 GV1419  PID         -  GV1419
 GV1419  STATE/COUNTY-  VA/NEW KENT
 GV1419  USGS QUAD   -  TUNSTALL (1984)
 GV1419
 GV1419                         *CURRENT SURVEY CONTROL
 GV1419  ___________________________________________________________________
 GV1419* NAD 83(1986)-  37 34 24.     (N)    077 05 42.     (W)     SCALED    
 GV1419* NAVD 88     -        10.695  (meters)      35.09   (feet)  ADJUSTED  
 GV1419  ___________________________________________________________________
 GV1419  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1419  DYNAMIC HT  -          10.688 (meters)      35.07  (feet)  COMP
 GV1419  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 GV1419
 GV1419  VERT ORDER  -  SECOND    CLASS 0
 GV1419
 GV1419.The horizontal coordinates were scaled from a topographic map and have
 GV1419.an estimated accuracy of +/- 6 seconds.
 GV1419
 GV1419.The orthometric height was determined by differential leveling
 GV1419.and adjusted by the National Geodetic Survey in June 1991..
 GV1419
 GV1419.The geoid height was determined by GEOID03.
 GV1419
 GV1419.The dynamic height is computed by dividing the NAVD 88
 GV1419.geopotential number by the normal gravity value computed on the
 GV1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1419.degrees latitude (g = 980.6199 gals.).
 GV1419
 GV1419.The modeled gravity was interpolated from observed gravity values.
 GV1419
 GV1419;                    North         East    Units  Estimated Accuracy
 GV1419;SPC VA S     - 1,138,530.    3,624,110.      MT  (+/- 180 meters Scaled)
 GV1419
 GV1419                          SUPERSEDED SURVEY CONTROL
 GV1419
 GV1419  NGVD 29 (??/??/??)   11.038  (m)           36.21   (f) ADJUSTED    2 0
 GV1419
 GV1419.Superseded values are not recommended for survey control.
 GV1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1419.See file dsdata.txt to determine how the superseded data were derived.
 GV1419
 GV1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG149605(NAD 83)
 GV1419_MARKER: P = PIPE CAP
 GV1419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1419_STAMPING: 36.214 1917
 GV1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1419
 GV1419  HISTORY     - Date     Condition        Report By
 GV1419  HISTORY     - 1917     MONUMENTED       USGS
 GV1419  HISTORY     - 1963     GOOD             CGS
 GV1419  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1419  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1419  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1419  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1419
 GV1419                          STATION DESCRIPTION
 GV1419
 GV1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1419'AT TUNSTALL.
 GV1419'AT TUNSTALL, NEW KENT COUNTY, ON THE SOUTHERN RAILWAY, 166 FEET
 GV1419'NORTHEAST OF THE NORTHEAST END OF THE STATION, NEAR THE CROSSING
 GV1419'OF SECONDARY STATE HIGHWAY 606, 132 FEET NORTHEAST OF THE CENTER
 GV1419'LINE OF THE ROAD, 21.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GV1419'MAIN TRACK, 21.5 FEET NORTH OF THE NORTH CORNER OF THE GENERAL
 GV1419'STORE, AND ABOUT 5 FEET HIGHER THAN THE RAIL.  A UNITED STATES
 GV1419'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 36.214 1917 AND RIVETED
 GV1419'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE
 GV1419'GROUND.
 GV1419
 GV1419                          STATION RECOVERY (1996)
 GV1419
 GV1419'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1419'MARK NOT FOUND.
 GV1419
 GV1419                          STATION RECOVERY (2000)
 GV1419
 GV1419'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1419'MARK NOT FOUND.
 GV1419
 GV1419                          STATION RECOVERY (2001)
 GV1419
 GV1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1419
 GV1419                          STATION RECOVERY (2005)
 GV1419
 GV1419'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1419'MOUMENT FOUND DISK MISSING. COULD NOT GET A PHOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2689 ***********************************************************************
 GV2689  DESIGNATION -  362 C OF R
 GV2689  PID         -  GV2689
 GV2689  STATE/COUNTY-  VA/CHESTERFIELD
 GV2689  USGS QUAD   -  BON AIR (1994)
 GV2689
 GV2689                         *CURRENT SURVEY CONTROL
 GV2689  ___________________________________________________________________
 GV2689* NAD 83(1986)-  37 32 13.     (N)    077 33 45.     (W)     SCALED    
 GV2689* NAVD 88     -       105.537  (meters)     346.25   (feet)  ADJUSTED  
 GV2689  ___________________________________________________________________
 GV2689  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV2689  DYNAMIC HT  -         105.465 (meters)     346.01  (feet)  COMP
 GV2689  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 GV2689
 GV2689  VERT ORDER  -  SECOND    CLASS 0
 GV2689
 GV2689.The horizontal coordinates were scaled from a topographic map and have
 GV2689.an estimated accuracy of +/- 6 seconds.
 GV2689
 GV2689.The orthometric height was determined by differential leveling
 GV2689.and adjusted by the National Geodetic Survey in June 1991..
 GV2689
 GV2689.The geoid height was determined by GEOID03.
 GV2689
 GV2689.The dynamic height is computed by dividing the NAVD 88
 GV2689.geopotential number by the normal gravity value computed on the
 GV2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2689.degrees latitude (g = 980.6199 gals.).
 GV2689
 GV2689.The modeled gravity was interpolated from observed gravity values.
 GV2689
 GV2689;                    North         East    Units  Estimated Accuracy
 GV2689;SPC VA S     - 1,133,980.    3,582,850.      MT  (+/- 180 meters Scaled)
 GV2689
 GV2689                          SUPERSEDED SURVEY CONTROL
 GV2689
 GV2689  NGVD 29 (??/??/??)  105.852  (m)          347.28   (f) ADJUSTED    2 0
 GV2689
 GV2689.Superseded values are not recommended for survey control.
 GV2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2689.See file dsdata.txt to determine how the superseded data were derived.
 GV2689
 GV2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG735575(NAD 83)
 GV2689_MARKER: DD = SURVEY DISK
 GV2689_SETTING: 0 = UNSPECIFIED SETTING
 GV2689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2689+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV2689
 GV2689  HISTORY     - Date     Condition        Report By
 GV2689  HISTORY     - UNK      MONUMENTED       VA2060
 GV2689  HISTORY     - 1972     GOOD             NGS
 GV2689  HISTORY     - 20000107 GOOD             USPSQD
 GV2689  HISTORY     - 20041023 GOOD             USPSQD
 GV2689  HISTORY     - 20051205 GOOD             USPSQD
 GV2689
 GV2689                          STATION DESCRIPTION
 GV2689
 GV2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2689'AT RICHMOND.
 GV2689'40 FEET SOUTHEAST OF THE SOUTH EDGE OF THE PAVEMENT OF HUGUENOT
 GV2689'ROAD, 55 FEET SOUTHWEST OF THE CENTERLINE OF BUFORD ROAD, 70.5
 GV2689'FEET NORTHWEST OF A BRASS MARKER IN CONCRETE STAMPED HORIZONTAL
 GV2689'CONTROL BURN REF. MARK 1, 54 FEET NORTHEAST OF A BRASS MARKER IN
 GV2689'CONCRETE STAMPED HORIZONTAL CONTROL BURN, 25 FEET NORTHWEST OF VEPCO
 GV2689'POLE NO. ML16, 33.5 FEET NORTHEAST OF A 1.8 FEET OAK.
 GV2689
 GV2689                          STATION RECOVERY (2000)
 GV2689
 GV2689'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2689'RECOVERED IN GOOD CONDITION.
 GV2689
 GV2689                          STATION RECOVERY (2004)
 GV2689
 GV2689'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2689'RECOVERED IN GOOD CONDITION.
 GV2689
 GV2689                          STATION RECOVERY (2005)
 GV2689
 GV2689'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1123 ***********************************************************************
 FZ1123  DESIGNATION -  368
 FZ1123  PID         -  FZ1123
 FZ1123  STATE/COUNTY-  VA/SMYTH
 FZ1123  USGS QUAD   -  MARION (1978)
 FZ1123
 FZ1123                         *CURRENT SURVEY CONTROL
 FZ1123  ___________________________________________________________________
 FZ1123* NAD 83(1986)-  36 48 44.     (N)    081 34 27.     (W)     SCALED    
 FZ1123* NAVD 88     -       661.439  (meters)    2170.07   (feet)  POSTED    
 FZ1123  ___________________________________________________________________
 FZ1123  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ1123  DYNAMIC HT  -         660.820 (meters)    2168.04  (feet)  COMP
 FZ1123  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 FZ1123
 FZ1123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ1123
 FZ1123.The horizontal coordinates were scaled from a topographic map and have
 FZ1123.an estimated accuracy of +/- 6 seconds.
 FZ1123
 FZ1123.The orthometric height was determined by differential leveling
 FZ1123.and adjusted by the National Geodetic Survey in 1992..
 FZ1123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ1123.rate of 0.0 thru 1.0 mm/km.
 FZ1123
 FZ1123.The geoid height was determined by GEOID03.
 FZ1123
 FZ1123.The dynamic height is computed by dividing the NAVD 88
 FZ1123.geopotential number by the normal gravity value computed on the
 FZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1123.degrees latitude (g = 980.6199 gals.).
 FZ1123
 FZ1123.The modeled gravity was interpolated from observed gravity values.
 FZ1123
 FZ1123;                    North         East    Units  Estimated Accuracy
 FZ1123;SPC VA S     - 1,057,610.    3,225,740.      MT  (+/- 180 meters Scaled)
 FZ1123
 FZ1123                          SUPERSEDED SURVEY CONTROL
 FZ1123
 FZ1123  NGVD 29 (??/??/92)  661.518  (m)         2170.33   (f) ADJ UNCH    1 2
 FZ1123
 FZ1123.Superseded values are not recommended for survey control.
 FZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1123.See file dsdata.txt to determine how the superseded data were derived.
 FZ1123
 FZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA487741(NAD 83)
 FZ1123_MARKER: R = RIVET
 FZ1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1123_SP_SET: RIVIT /IRON/
 FZ1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1123
 FZ1123  HISTORY     - Date     Condition        Report By
 FZ1123  HISTORY     - UNK      MONUMENTED       NWRR
 FZ1123  HISTORY     - 1959     GOOD             NGS
 FZ1123
 FZ1123                          STATION DESCRIPTION
 FZ1123
 FZ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1123'3 MI W FROM MARION.
 FZ1123'ORIGINAL DESCRIPTION-- 3.0 MILES WEST ALONG THE NORFOLK AND
 FZ1123'WESTERN RAILWAY FROM MARION, SMYTH COUNTY, AT THE OVERHEAD
 FZ1123'BRIDGE EAST OF MC MULLIN STATION, AND IN THE CONCRETE FOOTING.
 FZ1123'THE TOP OF THE SOUTHWEST IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9558 ***********************************************************************
 HV9558  DESIGNATION -  369
 HV9558  PID         -  HV9558
 HV9558  STATE/COUNTY-  VA/FAIRFAX
 HV9558  USGS QUAD   -  FALLS CHURCH (1994)
 HV9558
 HV9558                         *CURRENT SURVEY CONTROL
 HV9558  ___________________________________________________________________
 HV9558* NAD 83(1986)-  38 52 32.     (N)    077 12 10.     (W)     SCALED    
 HV9558* NAVD 88     -       109.895  (meters)     360.55   (feet)  ADJUSTED  
 HV9558  ___________________________________________________________________
 HV9558  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV9558  DYNAMIC HT  -         109.834 (meters)     360.35  (feet)  COMP
 HV9558  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 HV9558
 HV9558  VERT ORDER  -  THIRD
 HV9558
 HV9558.The horizontal coordinates were scaled from a topographic map and have
 HV9558.an estimated accuracy of +/- 6 seconds.
 HV9558
 HV9558.The orthometric height was determined by differential leveling
 HV9558.and adjusted by the National Geodetic Survey in September 2004..
 HV9558.No vertical observational check was made to the station.
 HV9558
 HV9558.The geoid height was determined by GEOID03.
 HV9558
 HV9558.The dynamic height is computed by dividing the NAVD 88
 HV9558.geopotential number by the normal gravity value computed on the
 HV9558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9558.degrees latitude (g = 980.6199 gals.).
 HV9558
 HV9558.The modeled gravity was interpolated from observed gravity values.
 HV9558
 HV9558;                    North         East    Units  Estimated Accuracy
 HV9558;SPC VA N     - 2,134,980.    3,612,560.      MT  (+/- 180 meters Scaled)
 HV9558
 HV9558                          SUPERSEDED SURVEY CONTROL
 HV9558
 HV9558.No superseded survey control is available for this station.
 HV9558
 HV9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ089052(NAD 83)
 HV9558_MARKER: Z = SEE DESCRIPTION
 HV9558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9558_SP_SET: CONCRETE POST
 HV9558_STAMPING: 369
 HV9558_MARK LOGO: NONE  
 HV9558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9558
 HV9558  HISTORY     - Date     Condition        Report By
 HV9558  HISTORY     - UNK      MONUMENTED       VA-059
 HV9558  HISTORY     - 19920120 GOOD             MSI
 HV9558
 HV9558                          STATION DESCRIPTION
 HV9558
 HV9558'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9558'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.4 MILES
 HV9558'(2.3 KM) EAST FROM MERRIFIELD, 2.6 MILES (4.2 KM) WEST-NORTHWEST FROM
 HV9558'SEVEN CORNERS AND 4.2 MILES (6.8 KM) SOUTH-SOUTHWEST FROM MCLEAN.  TO
 HV9558'REACH THE STATION FROM THE INTERSECTION OF GALLOWS ROAD AND LEE
 HV9558'HIGHWAY (RTE 29-211), PROCEED EAST ALONG GALLOWS ROAD FOR 1.00 MILES
 HV9558'(1.61 KM) TO THE NATIONAL MEMORIAL PARK CEMETERY AND THE STATION SITE
 HV9558'ON THE LEFT, A CHISELED SQUARE IN TOP OF A BRASS DISK IN A 6-INCH
 HV9558'ROUND CONCRETE MARKER FLUSH WITH THE GROUND, 27.6 FEET (8.4 M)
 HV9558'NORTHEAST OF A BRICK WALL AT EAST ENTRANCE, IN TOP OF A CONCRETE
 HV9558'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0436 ***********************************************************************
 HW0436  DESIGNATION -  369.20
 HW0436  PID         -  HW0436
 HW0436  STATE/COUNTY-  VA/ALBEMARLE
 HW0436  USGS QUAD   -  EARLYSVILLE (1984)
 HW0436
 HW0436                         *CURRENT SURVEY CONTROL
 HW0436  ___________________________________________________________________
 HW0436* NAD 83(1986)-  38 08 09.     (N)    078 23 33.     (W)     SCALED    
 HW0436* NAVD 88     -       112.229  (meters)     368.20   (feet)  ADJUSTED  
 HW0436  ___________________________________________________________________
 HW0436  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0436  DYNAMIC HT  -         112.150 (meters)     367.95  (feet)  COMP
 HW0436  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 HW0436
 HW0436  VERT ORDER  -  SECOND    CLASS 0
 HW0436
 HW0436.The horizontal coordinates were scaled from a topographic map and have
 HW0436.an estimated accuracy of +/- 6 seconds.
 HW0436
 HW0436.The orthometric height was determined by differential leveling
 HW0436.and adjusted by the National Geodetic Survey in June 1991..
 HW0436
 HW0436.The geoid height was determined by GEOID03.
 HW0436
 HW0436.The dynamic height is computed by dividing the NAVD 88
 HW0436.geopotential number by the normal gravity value computed on the
 HW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0436.degrees latitude (g = 980.6199 gals.).
 HW0436
 HW0436.The modeled gravity was interpolated from observed gravity values.
 HW0436
 HW0436;                    North         East    Units  Estimated Accuracy
 HW0436;SPC VA S     - 1,200,050.    3,509,430.      MT  (+/- 180 meters Scaled)
 HW0436
 HW0436                          SUPERSEDED SURVEY CONTROL
 HW0436
 HW0436  NGVD 29 (??/??/92)  112.468  (m)          368.99   (f) ADJ UNCH    2 0
 HW0436
 HW0436.Superseded values are not recommended for survey control.
 HW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0436.See file dsdata.txt to determine how the superseded data were derived.
 HW0436
 HW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC285240(NAD 83)
 HW0436_MARKER: Q = CHISELED SQUARE
 HW0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0436_SP_SET: COPING
 HW0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0436
 HW0436  HISTORY     - Date     Condition        Report By
 HW0436  HISTORY     - UNK      MONUMENTED       USGS
 HW0436  HISTORY     - 1935     GOOD             NGS
 HW0436
 HW0436                          STATION DESCRIPTION
 HW0436
 HW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0436'1.3 MI SW FROM GILBERT.
 HW0436'ABOUT 1.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM GILBERT,
 HW0436'ALBEMARLE COUNTY, ABOUT 110 FEET SOUTH OF MILEPOST 103, SOUTHEAST
 HW0436'OF THE TRACK, AT AN UNDERPASS, AND ON THE TOP OF THE NORTHEAST
 HW0436'END OF THE CONCRETE COPING.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0858 ***********************************************************************
 FY0858  DESIGNATION -  37
 FY0858  PID         -  FY0858
 FY0858  STATE/COUNTY-  VA/HALIFAX
 FY0858  USGS QUAD   -  MILTON (1983)
 FY0858
 FY0858                         *CURRENT SURVEY CONTROL
 FY0858  ___________________________________________________________________
 FY0858* NAD 83(1986)-  36 34 58.     (N)    079 09 25.     (W)     SCALED    
 FY0858* NAVD 88     -       112.341  (meters)     368.57   (feet)  ADJUSTED  
 FY0858  ___________________________________________________________________
 FY0858  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 FY0858  DYNAMIC HT  -         112.252 (meters)     368.28  (feet)  COMP
 FY0858  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 FY0858
 FY0858  VERT ORDER  -  SECOND    CLASS 0
 FY0858
 FY0858.The horizontal coordinates were scaled from a topographic map and have
 FY0858.an estimated accuracy of +/- 6 seconds.
 FY0858
 FY0858.The orthometric height was determined by differential leveling
 FY0858.and adjusted by the National Geodetic Survey in June 1991..
 FY0858
 FY0858.The geoid height was determined by GEOID03.
 FY0858
 FY0858.The dynamic height is computed by dividing the NAVD 88
 FY0858.geopotential number by the normal gravity value computed on the
 FY0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0858.degrees latitude (g = 980.6199 gals.).
 FY0858
 FY0858.The modeled gravity was interpolated from observed gravity values.
 FY0858
 FY0858;                    North         East    Units  Estimated Accuracy
 FY0858;SPC VA S     - 1,027,890.    3,441,210.      MT  (+/- 180 meters Scaled)
 FY0858
 FY0858                          SUPERSEDED SURVEY CONTROL
 FY0858
 FY0858  NGVD 29 (??/??/92)  112.582  (m)          369.36   (f) ADJ UNCH    2 0
 FY0858
 FY0858.Superseded values are not recommended for survey control.
 FY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0858.See file dsdata.txt to determine how the superseded data were derived.
 FY0858
 FY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA648501(NAD 83)
 FY0858_MARKER: DD = SURVEY DISK
 FY0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0858_SP_SET: BRIDGE
 FY0858_STAMPING: 37 EOM 369 1950
 FY0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0858
 FY0858  HISTORY     - Date     Condition        Report By
 FY0858  HISTORY     - 1950     MONUMENTED       USGS
 FY0858  HISTORY     - 1965     GOOD             NGS
 FY0858
 FY0858                          STATION DESCRIPTION
 FY0858
 FY0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY0858'8 MI W FROM TURBEVILLE.
 FY0858'ABOUT 8.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE
 FY0858'IN TURBEVILLE, 13 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND
 FY0858'LANE OF HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF
 FY0858'BRIDGE OVER THE DAN RIVER ON THE EAST BOUND LANE OF HIGHWAY AND
 FY0858'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5550 ***********************************************************************
 GV5550  DESIGNATION -  37
 GV5550  PID         -  GV5550
 GV5550  STATE/COUNTY-  VA/C OF RICHMOND
 GV5550  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5550
 GV5550                         *CURRENT SURVEY CONTROL
 GV5550  ___________________________________________________________________
 GV5550* NAD 83(1993)-  37 29 46.72947(N)    077 27 01.48209(W)     ADJUSTED  
 GV5550* NAVD 88     -        39.88   (+/-2cm)     130.8    (feet)  VERTCON   
 GV5550  ___________________________________________________________________
 GV5550  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV5550  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5550
 GV5550  HORZ ORDER  -  SECOND
 GV5550  VERT ORDER  -  THIRD ? (See Below)
 GV5550
 GV5550.The horizontal coordinates were established by classical geodetic methods
 GV5550.and adjusted by the National Geodetic Survey in September 1995..
 GV5550
 GV5550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5550.The vertical order pertains to the NGVD 29 superseded value.
 GV5550
 GV5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5550
 GV5550.The geoid height was determined by GEOID03.
 GV5550
 GV5550;                    North         East     Units Scale Factor Converg.
 GV5550;SPC VA S     - 1,129,578.060 3,592,808.129   MT  0.99994792   +0 38 13.3
 GV5550;SPC VA S     - 3,705,957.35 11,787,404.67   sFT  0.99994792   +0 38 13.3
 GV5550;UTM  18      - 4,152,753.011   283,380.021   MT  1.00017803   -1 29 31.8
 GV5550
 GV5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5550!SPC VA S     -   0.99999893  x   0.99994792  =   0.99994685
 GV5550!UTM  18      -   0.99999893  x   1.00017803  =   1.00017696
 GV5550
 GV5550|---------------------------------------------------------------------|
 GV5550| PID    Reference Object                     Distance      Geod. Az  |
 GV5550|                                                           dddmmss.s |
 GV5550| GV5547 36                                  300.002 METERS 15110     |
 GV5550| DC5495 37 RM                                15.800 METERS 22951     |
 GV5550| GV5552 38                                  170.217 METERS 30653     |
 GV5550|---------------------------------------------------------------------|
 GV5550
 GV5550                          SUPERSEDED SURVEY CONTROL
 GV5550
 GV5550  NAD 83(1993)-  37 29 46.72943(N)    077 27 01.48201(W) AD(       ) 2
 GV5550  NAD 83(1986)-  37 29 46.73568(N)    077 27 01.49895(W) AD(       ) 2
 GV5550  NAD 27      -  37 29 46.20618(N)    077 27 02.55641(W) AD(       ) 2
 GV5550  NGVD 29 (07/19/86)   40.19   (m)          131.9    (f) LEVELING    3  
 GV5550
 GV5550.Superseded values are not recommended for survey control.
 GV5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5550.See file dsdata.txt to determine how the superseded data were derived.
 GV5550
 GV5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8338052753(NAD 83)
 GV5550_MARKER: I = METAL ROD
 GV5550_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5550_SP_SET: OBJECT DRIVEN INTO GROUND
 GV5550
 GV5550  HISTORY     - Date     Condition        Report By
 GV5550  HISTORY     - 1973     MONUMENTED       VA2060
 GV5550  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5550  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5550
 GV5550                          STATION DESCRIPTION
 GV5550
 GV5550'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1973 (RWS)
 GV5550'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5550'ON U. S. ROUTE 1 2.20 MILES TO THE INTERSECTION WITH COFER ROAD,
 GV5550'THENCE WEST ON COFER ROAD 0.10 MILE TO A RAILROAD CROSSING, THENCE
 GV5550'NORTH ALONG THE EAST SIDE OF THE TRACKS 1.50 MILES TO POINT NO.
 GV5550'37.
 GV5550'
 GV5550'POINT NO. 37, CENTER OF AN IRON AXLE SET IN THE GROUND, THE TOP IS
 GV5550'FLUSH WITH THE GROUND.
 GV5550'
 GV5550'22.85 FEET N. E. OF CENTER OF EAST R. R. TRACKS.  9.0 FEET WEST OF
 GV5550'12 INCH ASH TREE.  22.0 FEET S. W. OF 8 INCH OAK TREE.
 GV5550'
 GV5550'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5550'CENTER OF PIN, SET FLUSH TO GROUND.  16.35 FEET S. W. OF CENTER OF
 GV5550'WEST R.R. TRACKS.  57.4 FEET S.W. OF 10 INCH OAK TREE.  59.6 FEET
 GV5550'S.W. OF 12 INCH ASH TREE.
 GV5550'
 GV5550'DISTANCE BETWEEN PT. NO. 37 AND R. M. IS 53.06 FEET OR 15.800 METERS.
 GV5550'
 GV5550'NEAREST TOWN--RICHMOND.
 GV5550
 GV5550                          STATION RECOVERY (1999)
 GV5550
 GV5550'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5550'MARK NOT FOUND.
 GV5550
 GV5550                          STATION RECOVERY (2004)
 GV5550
 GV5550'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0459 ***********************************************************************
 HW0459  DESIGNATION -  37 D
 HW0459  PID         -  HW0459
 HW0459  STATE/COUNTY-  VA/ORANGE
 HW0459  USGS QUAD   -  GORDONSVILLE (1984)
 HW0459
 HW0459                         *CURRENT SURVEY CONTROL
 HW0459  ___________________________________________________________________
 HW0459* NAD 83(1986)-  38 07 56.     (N)    078 11 11.     (W)     SCALED    
 HW0459* NAVD 88     -       152.225  (meters)     499.42   (feet)  ADJUSTED  
 HW0459  ___________________________________________________________________
 HW0459  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0459  DYNAMIC HT  -         152.124 (meters)     499.09  (feet)  COMP
 HW0459  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 HW0459
 HW0459  VERT ORDER  -  SECOND    CLASS 0
 HW0459
 HW0459.The horizontal coordinates were scaled from a topographic map and have
 HW0459.an estimated accuracy of +/- 6 seconds.
 HW0459
 HW0459.The orthometric height was determined by differential leveling
 HW0459.and adjusted by the National Geodetic Survey in June 1991..
 HW0459
 HW0459.The geoid height was determined by GEOID03.
 HW0459
 HW0459.The dynamic height is computed by dividing the NAVD 88
 HW0459.geopotential number by the normal gravity value computed on the
 HW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0459.degrees latitude (g = 980.6199 gals.).
 HW0459
 HW0459.The modeled gravity was interpolated from observed gravity values.
 HW0459
 HW0459;                    North         East    Units  Estimated Accuracy
 HW0459;SPC VA N     - 2,051,720.    3,527,500.      MT  (+/- 180 meters Scaled)
 HW0459
 HW0459                          SUPERSEDED SURVEY CONTROL
 HW0459
 HW0459  NGVD 29 (??/??/92)  152.458  (m)          500.19   (f) ADJ UNCH    2 0
 HW0459
 HW0459.Superseded values are not recommended for survey control.
 HW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0459.See file dsdata.txt to determine how the superseded data were derived.
 HW0459
 HW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC466242(NAD 83)
 HW0459_MARKER: DD = SURVEY DISK
 HW0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0459_STAMPING: 37 D 1929
 HW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0459+STABILITY: SURFACE MOTION
 HW0459
 HW0459  HISTORY     - Date     Condition        Report By
 HW0459  HISTORY     - 1929     MONUMENTED       USGS
 HW0459  HISTORY     - 1935     GOOD             NGS
 HW0459  HISTORY     - 1935     GOOD             NGS
 HW0459  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0459  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0459
 HW0459                          STATION DESCRIPTION
 HW0459
 HW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0459'AT GORDONSVILLE.
 HW0459'AT GORDONSVILLE, ORANGE COUNTY, ABOUT 140 YARDS SOUTHWEST OF THE
 HW0459'CHESAPEAKE AND OHIO RAILWAY PASSENGER STATION, ABOUT 50 FEET
 HW0459'NORTHEAST OF THE FREIGHT STATION, 34 FEET NORTH OF A POINT ABOUT
 HW0459'105 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 10 FEET NORTH
 HW0459'OF THE WEST END OF A CONCRETE SIDEWALK.  A UNITED STATES
 HW0459'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 37 D 1929 AND SET IN THE
 HW0459'TOP OF A CONCRETE POST.
 HW0459
 HW0459                          STATION RECOVERY (1935)
 HW0459
 HW0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW0459'RECOVERED IN GOOD CONDITION.
 HW0459
 HW0459                          STATION RECOVERY (1998)
 HW0459
 HW0459'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0459'MARK NOT FOUND.
 HW0459
 HW0459                          STATION RECOVERY (2003)
 HW0459
 HW0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0344 ***********************************************************************
 GX0344  DESIGNATION -  37 LL B
 GX0344  PID         -  GX0344
 GX0344  STATE/COUNTY-  VA/MONTGOMERY
 GX0344  USGS QUAD   -  BLACKSBURG (1983)
 GX0344
 GX0344                         *CURRENT SURVEY CONTROL
 GX0344  ___________________________________________________________________
 GX0344* NAD 83(1986)-  37 13 44.     (N)    080 24 50.     (W)     SCALED    
 GX0344* NAVD 88     -       634.011  (meters)    2080.08   (feet)  ADJUSTED  
 GX0344  ___________________________________________________________________
 GX0344  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GX0344  DYNAMIC HT  -         633.445 (meters)    2078.23  (feet)  COMP
 GX0344  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 GX0344
 GX0344  VERT ORDER  -  SECOND    CLASS 0
 GX0344
 GX0344.The horizontal coordinates were scaled from a topographic map and have
 GX0344.an estimated accuracy of +/- 6 seconds.
 GX0344
 GX0344.The orthometric height was determined by differential leveling
 GX0344.and adjusted by the National Geodetic Survey in June 1991..
 GX0344
 GX0344.The geoid height was determined by GEOID03.
 GX0344
 GX0344.The dynamic height is computed by dividing the NAVD 88
 GX0344.geopotential number by the normal gravity value computed on the
 GX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0344.degrees latitude (g = 980.6199 gals.).
 GX0344
 GX0344.The modeled gravity was interpolated from observed gravity values.
 GX0344
 GX0344;                    North         East    Units  Estimated Accuracy
 GX0344;SPC VA S     - 1,101,110.    3,330,170.      MT  (+/- 180 meters Scaled)
 GX0344
 GX0344                          SUPERSEDED SURVEY CONTROL
 GX0344
 GX0344  NGVD 29 (??/??/92)  634.118  (m)         2080.44   (f) ADJ UNCH    2 0
 GX0344
 GX0344.Superseded values are not recommended for survey control.
 GX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0344.See file dsdata.txt to determine how the superseded data were derived.
 GX0344
 GX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB519204(NAD 83)
 GX0344_MARKER: DD = SURVEY DISK
 GX0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0344_SP_SET: CURB
 GX0344_STAMPING: 37 LL B 2080 1963
 GX0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0344
 GX0344  HISTORY     - Date     Condition        Report By
 GX0344  HISTORY     - 1963     MONUMENTED       USGS
 GX0344  HISTORY     - 1964     GOOD             NGS
 GX0344
 GX0344                          STATION DESCRIPTION
 GX0344
 GX0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0344'AT BLACKSBURG.
 GX0344'AT BLACKSBURG, 0.05 MILE EAST ALONG MAIN STREET FROM THE POST
 GX0344'OFFICE TO THE MARK SET VERTICALLY IN THE NATIONAL BANK OF
 GX0344'BLACKSBURG, SET IN NORTHWEST CORNER, 20.0 FEET SOUTHWEST OF CURB
 GX0344'OF MAIN STREET, 15 FEET SOUTHEAST OF CURB OF ROANOKE STREET, 1.0
 GX0344'FOOT SOUTHEAST OF NORTHWEST CORNER AND IS ABOUT 3 FEET ABOVE THE
 GX0344'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3905 ***********************************************************************
 HV3905  DESIGNATION -  37 USGS
 HV3905  PID         -  HV3905
 HV3905  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3905  USGS QUAD   -  NOKESVILLE (1994)
 HV3905
 HV3905                         *CURRENT SURVEY CONTROL
 HV3905  ___________________________________________________________________
 HV3905* NAD 83(1986)-  38 43 16.     (N)    077 32 25.     (W)     SCALED    
 HV3905* NAVD 88     -        65.566  (meters)     215.11   (feet)  ADJUSTED  
 HV3905  ___________________________________________________________________
 HV3905  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV3905  DYNAMIC HT  -          65.529 (meters)     214.99  (feet)  COMP
 HV3905  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 HV3905
 HV3905  VERT ORDER  -  SECOND    CLASS 0
 HV3905
 HV3905.The horizontal coordinates were scaled from a topographic map and have
 HV3905.an estimated accuracy of +/- 6 seconds.
 HV3905
 HV3905.The orthometric height was determined by differential leveling
 HV3905.and adjusted by the National Geodetic Survey in June 1991..
 HV3905
 HV3905.The geoid height was determined by GEOID03.
 HV3905
 HV3905.The dynamic height is computed by dividing the NAVD 88
 HV3905.geopotential number by the normal gravity value computed on the
 HV3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3905.degrees latitude (g = 980.6199 gals.).
 HV3905
 HV3905.The modeled gravity was interpolated from observed gravity values.
 HV3905
 HV3905;                    North         East    Units  Estimated Accuracy
 HV3905;SPC VA N     - 2,117,480.    3,583,460.      MT  (+/- 180 meters Scaled)
 HV3905
 HV3905                          SUPERSEDED SURVEY CONTROL
 HV3905
 HV3905  NGVD 29 (??/??/??)   65.820  (m)          215.94   (f) ADJUSTED    2 0
 HV3905
 HV3905.Superseded values are not recommended for survey control.
 HV3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3905.See file dsdata.txt to determine how the superseded data were derived.
 HV3905
 HV3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH791888(NAD 83)
 HV3905_MARKER: Z = SEE DESCRIPTION
 HV3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3905_STAMPING: 37
 HV3905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3905+STABILITY: SURFACE MOTION
 HV3905
 HV3905  HISTORY     - Date     Condition        Report By
 HV3905  HISTORY     - UNK      MONUMENTED       USGS
 HV3905  HISTORY     - 1935     GOOD             CGS
 HV3905
 HV3905                          STATION DESCRIPTION
 HV3905
 HV3905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3905'2.7 MI NE FROM NOKESVILLE.
 HV3905'ABOUT 2.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3905'POST OFFICE AT NOKESVILLE, PRINCE WILLIAM COUNTY, ABOUT 0.2 MILE
 HV3905'NORTHEAST OF MILEPOST 37, AND 10 FEET NORTHWEST OF THE NORTHWEST
 HV3905'RAIL.  A COPPER PLUG, STAMPED 37 AND SET IN THE TOP OF A
 HV3905'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2848 ***********************************************************************
 HV2848  DESIGNATION -  37 USGS
 HV2848  PID         -  HV2848
 HV2848  STATE/COUNTY-  VA/STAFFORD
 HV2848  USGS QUAD   -  WIDEWATER (1978)
 HV2848
 HV2848                         *CURRENT SURVEY CONTROL
 HV2848  ___________________________________________________________________
 HV2848* NAD 83(1993)-  38 26 18.05178(N)    077 20 17.28053(W)     ADJUSTED  
 HV2848* NAVD 88     -        11.033  (meters)      36.20   (feet)  ADJUSTED  
 HV2848  ___________________________________________________________________
 HV2848  X           -   1,096,490.753 (meters)                     COMP
 HV2848  Y           -  -4,880,657.009 (meters)                     COMP
 HV2848  Z           -   3,943,657.781 (meters)                     COMP
 HV2848  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV2848  ELLIP HEIGHT-         -21.49  (meters)          (05/17/02) GPS OBS
 HV2848  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2848  DYNAMIC HT  -          11.027 (meters)      36.18  (feet)  COMP
 HV2848  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 HV2848  OBS GRAVITY -     980,033.8   (mgal)                       GRAV_OBS
 HV2848
 HV2848  HORZ ORDER  -  FIRST
 HV2848  VERT ORDER  -  FIRST     CLASS I
 HV2848  ELLP ORDER  -  FOURTH    CLASS II
 HV2848
 HV2848.The horizontal coordinates were established by GPS observations
 HV2848.and adjusted by the National Geodetic Survey in October 2001..
 HV2848
 HV2848.The orthometric height was determined by differential leveling
 HV2848.and adjusted by the National Geodetic Survey in June 1991..
 HV2848
 HV2848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2848
 HV2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2848
 HV2848.The ellipsoidal height was determined by GPS observations
 HV2848.and is referenced to NAD 83.
 HV2848
 HV2848.The geoid height was determined by GEOID03.
 HV2848
 HV2848.The dynamic height is computed by dividing the NAVD 88
 HV2848.geopotential number by the normal gravity value computed on the
 HV2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2848.degrees latitude (g = 980.6199 gals.).
 HV2848
 HV2848.The modeled gravity was interpolated from observed gravity values.
 HV2848.The observed gravity was obtained from relative gravimeter ties
 HV2848.to the IGSN71 gravity network.
 HV2848
 HV2848;                    North         East     Units Scale Factor Converg.
 HV2848;SPC VA N     - 2,086,296.876 3,601,431.714   MT  0.99995325   +0 43 30.5
 HV2848;SPC VA N     - 6,844,792.33 11,815,697.22   sFT  0.99995325   +0 43 30.5
 HV2848;UTM  18      - 4,257,041.751   295,933.073   MT  1.00011287   -1 27 14.6
 HV2848
 HV2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2848!SPC VA N     -   1.00000337  x   0.99995325  =   0.99995662
 HV2848!UTM  18      -   1.00000337  x   1.00011287  =   1.00011624
 HV2848
 HV2848                          SUPERSEDED SURVEY CONTROL
 HV2848
 HV2848  ELLIP H (10/09/01)  -21.47   (m)                       GP(       ) 4 1
 HV2848  NAVD 88 (10/09/01)   11.03   (m)           36.2    (f) LEVELING    3  
 HV2848  NGVD 29 (??/??/??)   11.280  (m)           37.01   (f) ADJUSTED    1 1
 HV2848
 HV2848.Superseded values are not recommended for survey control.
 HV2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2848.See file dsdata.txt to determine how the superseded data were derived.
 HV2848
 HV2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9593357042(NAD 83)
 HV2848_MARKER: DD = SURVEY DISK
 HV2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2848_STAMPING: ELEV 37 FT ABOVE SEA 58 AFK 1964
 HV2848_MARK LOGO: USGS  
 HV2848_PROJECTION: PROJECTING 3 CENTIMETERS
 HV2848_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2848+STABILITY: SURFACE MOTION
 HV2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2848+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 HV2848
 HV2848  HISTORY     - Date     Condition        Report By
 HV2848  HISTORY     - 1964     MONUMENTED       USGS
 HV2848  HISTORY     - 1971     GOOD             NGS
 HV2848  HISTORY     - 1978     GOOD             DMA
 HV2848  HISTORY     - 20000727 GOOD             GEOMET
 HV2848  HISTORY     - 20030110 GOOD             ENGGRO
 HV2848  HISTORY     - 20030415 GOOD             GEOMET
 HV2848
 HV2848                          STATION DESCRIPTION
 HV2848
 HV2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2848'6.4 MI SW FROM QUANTICO.
 HV2848'ABOUT 6.45 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2848'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, AT ARKENDALE,
 HV2848'0.7 MILE SOUTHWEST OF MILEPOST 73, 28 FEET EAST OF THE CENTER
 HV2848'OF THE CROSSING OF COUNTY ROAD 658, 19 FEET NORTHEAST OF THE
 HV2848'CENTER LINE OF THE ROAD, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 HV2848'OF THE SOUTHEAST TRACK, 2.0 FEET NORTHWEST OF THE NORTHWEST
 HV2848'SIDE OF THE CONCRETE FOUNDATION FOR A RAILROAD SIGNAL LIGHT,
 HV2848'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW
 HV2848'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HV2848'PROJECTING 5 INCHES.
 HV2848
 HV2848                          STATION RECOVERY (1978)
 HV2848
 HV2848'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2848'RECOVERED IN GOOD CONDITION.
 HV2848
 HV2848                          STATION RECOVERY (2000)
 HV2848
 HV2848'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HV2848'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATE.  THE STATION IS 2.0
 HV2848'FEET NORTH FROM
 HV2848'THE RAILROAD CROSSING, 9.4 FEET SOUTH FROM THE SOUTH RAIL FROM THE
 HV2848'RAILROAD TRACKS, 25.0
 HV2848'FEET EAST FROM THE CENTERLINE OF STATE HIGHWAY 658, 72.0 FEET SOUTH
 HV2848'FROM THE CENTERLINE
 HV2848'OF STATE HIGHWAY 633.
 HV2848' 
 HV2848'THE STATION IS NOT GOOD FOR GPS AS IT IS ALONG A BUSY RAILROAD, WITH
 HV2848'THE PASSING TRAINS
 HV2848'CAUSING MANY SIGNAL INTERRUPTIONS.
 HV2848' 
 HV2848' 
 HV2848'
 HV2848
 HV2848                          STATION RECOVERY (2003)
 HV2848
 HV2848'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV2848'RECOVERED IN GOOD CONDITION.
 HV2848
 HV2848                          STATION RECOVERY (2003)
 HV2848
 HV2848'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 HV2848'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0435 ***********************************************************************
 HW0435  DESIGNATION -  373.41
 HW0435  PID         -  HW0435
 HW0435  STATE/COUNTY-  VA/ALBEMARLE
 HW0435  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0435
 HW0435                         *CURRENT SURVEY CONTROL
 HW0435  ___________________________________________________________________
 HW0435* NAD 83(1986)-  38 08 47.     (N)    078 22 22.     (W)     SCALED    
 HW0435* NAVD 88     -       113.513  (meters)     372.42   (feet)  ADJUSTED  
 HW0435  ___________________________________________________________________
 HW0435  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0435  DYNAMIC HT  -         113.433 (meters)     372.15  (feet)  COMP
 HW0435  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 HW0435
 HW0435  VERT ORDER  -  SECOND    CLASS 0
 HW0435
 HW0435.The horizontal coordinates were scaled from a topographic map and have
 HW0435.an estimated accuracy of +/- 6 seconds.
 HW0435
 HW0435.The orthometric height was determined by differential leveling
 HW0435.and adjusted by the National Geodetic Survey in June 1991..
 HW0435
 HW0435.The geoid height was determined by GEOID03.
 HW0435
 HW0435.The dynamic height is computed by dividing the NAVD 88
 HW0435.geopotential number by the normal gravity value computed on the
 HW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0435.degrees latitude (g = 980.6199 gals.).
 HW0435
 HW0435.The modeled gravity was interpolated from observed gravity values.
 HW0435
 HW0435;                    North         East    Units  Estimated Accuracy
 HW0435;SPC VA S     - 1,201,220.    3,511,150.      MT  (+/- 180 meters Scaled)
 HW0435
 HW0435                          SUPERSEDED SURVEY CONTROL
 HW0435
 HW0435  NGVD 29 (??/??/92)  113.751  (m)          373.20   (f) ADJ UNCH    2 0
 HW0435
 HW0435.Superseded values are not recommended for survey control.
 HW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0435.See file dsdata.txt to determine how the superseded data were derived.
 HW0435
 HW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC302253(NAD 83)
 HW0435_MARKER: Q = CHISELED SQUARE
 HW0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0435_SP_SET: CURB
 HW0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0435
 HW0435  HISTORY     - Date     Condition        Report By
 HW0435  HISTORY     - UNK      MONUMENTED       USGS
 HW0435  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0435
 HW0435                          STATION DESCRIPTION
 HW0435
 HW0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0435'AT GILBERT.
 HW0435'AT GILBERT, ALBEMARLE COUNTY, AT THE SOUTHERN RAILWAY STATION, AT
 HW0435'THE SOUTHEAST CORNER OF THE NORTHBOUND PASSENGER LANDING, ON
 HW0435'THE TOP OF THE CORNER OF THE CONCRETE CURB, AND 25 FEET SOUTHEAST
 HW0435'OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2023 ***********************************************************************
 GV2023  DESIGNATION -  377 C OF R
 GV2023  PID         -  GV2023
 GV2023  STATE/COUNTY-  VA/C OF RICHMOND
 GV2023  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2023
 GV2023                         *CURRENT SURVEY CONTROL
 GV2023  ___________________________________________________________________
 GV2023* NAD 83(1986)-  37 27 59.     (N)    077 26 46.     (W)     SCALED    
 GV2023* NAVD 88     -        22.828  (meters)      74.89   (feet)  ADJUSTED  
 GV2023  ___________________________________________________________________
 GV2023  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV2023  DYNAMIC HT  -          22.812 (meters)      74.84  (feet)  COMP
 GV2023  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 GV2023
 GV2023  VERT ORDER  -  SECOND    CLASS 0
 GV2023
 GV2023.The horizontal coordinates were scaled from a topographic map and have
 GV2023.an estimated accuracy of +/- 6 seconds.
 GV2023
 GV2023.The orthometric height was determined by differential leveling
 GV2023.and adjusted by the National Geodetic Survey in June 1991..
 GV2023
 GV2023.The geoid height was determined by GEOID03.
 GV2023
 GV2023.The dynamic height is computed by dividing the NAVD 88
 GV2023.geopotential number by the normal gravity value computed on the
 GV2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2023.degrees latitude (g = 980.6199 gals.).
 GV2023
 GV2023.The modeled gravity was interpolated from observed gravity values.
 GV2023
 GV2023;                    North         East    Units  Estimated Accuracy
 GV2023;SPC VA S     - 1,126,260.    3,593,230.      MT  (+/- 180 meters Scaled)
 GV2023
 GV2023                          SUPERSEDED SURVEY CONTROL
 GV2023
 GV2023  NGVD 29 (??/??/??)   23.139  (m)           75.92   (f) ADJUSTED    2 0
 GV2023
 GV2023.Superseded values are not recommended for survey control.
 GV2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2023.See file dsdata.txt to determine how the superseded data were derived.
 GV2023
 GV2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG836494(NAD 83)
 GV2023_MARKER: DD = SURVEY DISK
 GV2023_SETTING: 0 = UNSPECIFIED SETTING
 GV2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2023
 GV2023  HISTORY     - Date     Condition        Report By
 GV2023  HISTORY     - UNK      MONUMENTED       VA2060
 GV2023  HISTORY     - 1973     GOOD             NGS
 GV2023  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2023  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2023  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2023  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2023  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2023
 GV2023                          STATION DESCRIPTION
 GV2023
 GV2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2023'AT RICHMOND.
 GV2023'LOCATED ON THE SOUTH LINE OF LANCELOT AVENUE, 13.5 FEET WEST OF
 GV2023'THE EAST LINE OF CASTLEWOOD ROAD, 13.5 FEET WEST OF A CORNER
 GV2023'STONE, 40 FEET SOUTHWEST OF A TELEPHONE POLE NO. 394OU, 48.5
 GV2023'FEET SOUTHEAST OF VEPCO POLE NO. GF87.
 GV2023'A STANDARD C OF R DISK.
 GV2023
 GV2023                          STATION RECOVERY (1989)
 GV2023
 GV2023'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2023'MARK NOT FOUND.
 GV2023
 GV2023                          STATION RECOVERY (1991)
 GV2023
 GV2023'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2023'MARK NOT FOUND.
 GV2023
 GV2023                          STATION RECOVERY (1996)
 GV2023
 GV2023'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2023'MARK NOT FOUND.
 GV2023
 GV2023                          STATION RECOVERY (1999)
 GV2023
 GV2023'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2023'MARK NOT FOUND.
 GV2023
 GV2023                          STATION RECOVERY (2004)
 GV2023
 GV2023'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3364 ***********************************************************************
 HV3364  DESIGNATION -  378.3 USGS
 HV3364  PID         -  HV3364
 HV3364  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3364  USGS QUAD   -  BELMONT (1983)
 HV3364
 HV3364                         *CURRENT SURVEY CONTROL
 HV3364  ___________________________________________________________________
 HV3364* NAD 83(1986)-  38 10 11.     (N)    077 45 12.     (W)     SCALED    
 HV3364* NAVD 88     -       115.014  (meters)     377.34   (feet)  ADJUSTED  
 HV3364  ___________________________________________________________________
 HV3364  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3364  DYNAMIC HT  -         114.939 (meters)     377.10  (feet)  COMP
 HV3364  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HV3364
 HV3364  VERT ORDER  -  SECOND    CLASS 0
 HV3364
 HV3364.The horizontal coordinates were scaled from a topographic map and have
 HV3364.an estimated accuracy of +/- 6 seconds.
 HV3364
 HV3364.The orthometric height was determined by differential leveling
 HV3364.and adjusted by the National Geodetic Survey in June 1991..
 HV3364
 HV3364.The geoid height was determined by GEOID03.
 HV3364
 HV3364.The dynamic height is computed by dividing the NAVD 88
 HV3364.geopotential number by the normal gravity value computed on the
 HV3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3364.degrees latitude (g = 980.6199 gals.).
 HV3364
 HV3364.The modeled gravity was interpolated from observed gravity values.
 HV3364
 HV3364;                    North         East    Units  Estimated Accuracy
 HV3364;SPC VA N     - 2,056,100.    3,565,430.      MT  (+/- 180 meters Scaled)
 HV3364
 HV3364                          SUPERSEDED SURVEY CONTROL
 HV3364
 HV3364  NGVD 29 (??/??/??)  115.270  (m)          378.18   (f) ADJUSTED    2 0
 HV3364
 HV3364.Superseded values are not recommended for survey control.
 HV3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3364.See file dsdata.txt to determine how the superseded data were derived.
 HV3364
 HV3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH588282(NAD 83)
 HV3364_MARKER: N = NAIL
 HV3364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3364_SP_SET: HICKORY TREE ROOT
 HV3364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3364
 HV3364  HISTORY     - Date     Condition        Report By
 HV3364  HISTORY     - UNK      MONUMENTED       USGS
 HV3364  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3364  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3364
 HV3364                          STATION DESCRIPTION
 HV3364
 HV3364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3364'1.9 MI NW FROM MARGO.
 HV3364'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 209 FROM THE SCHOOL
 HV3364'AT MARGO, SPOTSYLVANIA COUNTY, AT THE JUNCTION OF A ROAD LEADING
 HV3364'SOUTH, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH
 HV3364'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE ROOT OF A 24-INCH
 HV3364'HICKORY TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 HV3364'NAIL AND WASHER.
 HV3364
 HV3364                          STATION RECOVERY (1998)
 HV3364
 HV3364'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0437 ***********************************************************************
 HW0437  DESIGNATION -  378.60
 HW0437  PID         -  HW0437
 HW0437  STATE/COUNTY-  VA/ALBEMARLE
 HW0437  USGS QUAD   -  EARLYSVILLE (1984)
 HW0437
 HW0437                         *CURRENT SURVEY CONTROL
 HW0437  ___________________________________________________________________
 HW0437* NAD 83(1986)-  38 07 45.     (N)    078 24 05.     (W)     SCALED    
 HW0437* NAVD 88     -       115.097  (meters)     377.61   (feet)  ADJUSTED  
 HW0437  ___________________________________________________________________
 HW0437  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0437  DYNAMIC HT  -         115.016 (meters)     377.35  (feet)  COMP
 HW0437  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 HW0437
 HW0437  VERT ORDER  -  SECOND    CLASS 0
 HW0437
 HW0437.The horizontal coordinates were scaled from a topographic map and have
 HW0437.an estimated accuracy of +/- 6 seconds.
 HW0437
 HW0437.The orthometric height was determined by differential leveling
 HW0437.and adjusted by the National Geodetic Survey in June 1991..
 HW0437
 HW0437.The geoid height was determined by GEOID03.
 HW0437
 HW0437.The dynamic height is computed by dividing the NAVD 88
 HW0437.geopotential number by the normal gravity value computed on the
 HW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0437.degrees latitude (g = 980.6199 gals.).
 HW0437
 HW0437.The modeled gravity was interpolated from observed gravity values.
 HW0437
 HW0437;                    North         East    Units  Estimated Accuracy
 HW0437;SPC VA S     - 1,199,310.    3,508,650.      MT  (+/- 180 meters Scaled)
 HW0437
 HW0437                          SUPERSEDED SURVEY CONTROL
 HW0437
 HW0437  NGVD 29 (??/??/92)  115.336  (m)          378.40   (f) ADJ UNCH    2 0
 HW0437
 HW0437.Superseded values are not recommended for survey control.
 HW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0437.See file dsdata.txt to determine how the superseded data were derived.
 HW0437
 HW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC277233(NAD 83)
 HW0437_MARKER: Q = CHISELED SQUARE
 HW0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0437_SP_SET: COPING
 HW0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0437
 HW0437  HISTORY     - Date     Condition        Report By
 HW0437  HISTORY     - UNK      MONUMENTED       USGS
 HW0437  HISTORY     - 1935     GOOD             NGS
 HW0437
 HW0437                          STATION DESCRIPTION
 HW0437
 HW0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0437'0.3 MI SW FROM WATTS.
 HW0437'ABOUT 0.3 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM WATTS,
 HW0437'ALBEMARLE COUNTY, AT THE NORTHEAST CORNER OF THE BRIDGE OVER
 HW0437'NORTH RIVANNA RIVER, 12 FEET NORTH OF THE NORTH BACK WALL, AND ON
 HW0437'THE TOP OF THE NORTH END OF THE EAST COPING.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3302 ***********************************************************************
 GX3302  DESIGNATION -  379 MI BLINK 4 MI E BLACKSBURG
 GX3302  PID         -  GX3302
 GX3302  STATE/COUNTY-  VA/MONTGOMERY
 GX3302  USGS QUAD   -  IRONTO (1982)
 GX3302
 GX3302                         *CURRENT SURVEY CONTROL
 GX3302  ___________________________________________________________________
 GX3302* NAD 83(1993)-  37 13 39.75249(N)    080 20 02.61165(W)     ADJUSTED  
 GX3302* NAVD 88     -                                                        
 GX3302  ___________________________________________________________________
 GX3302  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GX3302  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GX3302
 GX3302  HORZ ORDER  -  THIRD
 GX3302
 GX3302.The horizontal coordinates were established by classical geodetic methods
 GX3302.and adjusted by the National Geodetic Survey in September 1995..
 GX3302
 GX3302
 GX3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3302
 GX3302.The geoid height was determined by GEOID03.
 GX3302
 GX3302;                    North         East     Units Scale Factor Converg.
 GX3302;SPC VA S     - 1,100,833.739 3,337,254.117   MT  0.99994836   -1 06 47.3
 GX3302;SPC VA S     - 3,611,652.03 10,948,974.55   sFT  0.99994836   -1 06 47.3
 GX3302;UTM  17      - 4,120,341.065   559,076.028   MT  0.99964299   +0 24 10.4
 GX3302
 GX3302                          SUPERSEDED SURVEY CONTROL
 GX3302
 GX3302  NAD 83(1986)-  37 13 39.75516(N)    080 20 02.61610(W) AD(       ) 4
 GX3302  NAD 27      -  37 13 39.28200(N)    080 20 03.45500(W) AD(       ) 3
 GX3302
 GX3302.Superseded values are not recommended for survey control.
 GX3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3302.See file dsdata.txt to determine how the superseded data were derived.
 GX3302
 GX3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5907620341(NAD 83)
 GX3302_MARKER: 14 = NAVIGATION LIGHT
 GX3302
 GX3302  HISTORY     - Date     Condition        Report By
 GX3302  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3302
 GX3302                          STATION DESCRIPTION
 GX3302
 GX3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3302'THE STATION IS THE CENTER OF THE FLASHING RED LIGHT MOUNTED
 GX3302'ON A 51 FOOT HIGH STEEL TOWER.  LOCATED ON PARIS MOUNTAIN,
 GX3302'ABOUT 7 MILES NORTHEAST OF CHRISTIANSBURG AND 4 MILES EAST
 GX3302'OF BLACKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3384 ***********************************************************************
 HV3384  DESIGNATION -  379 USE
 HV3384  PID         -  HV3384
 HV3384  STATE/COUNTY-  VA/ORANGE
 HV3384  USGS QUAD   -  UNIONVILLE (1983)
 HV3384
 HV3384                         *CURRENT SURVEY CONTROL
 HV3384  ___________________________________________________________________
 HV3384* NAD 83(1986)-  38 21 43.     (N)    077 56 30.     (W)     SCALED    
 HV3384* NAVD 88     -        73.366  (meters)     240.70   (feet)  ADJUSTED  
 HV3384  ___________________________________________________________________
 HV3384  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV3384  DYNAMIC HT  -          73.322 (meters)     240.56  (feet)  COMP
 HV3384  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 HV3384
 HV3384  VERT ORDER  -  SECOND    CLASS 0
 HV3384
 HV3384.The horizontal coordinates were scaled from a topographic map and have
 HV3384.an estimated accuracy of +/- 6 seconds.
 HV3384
 HV3384.The orthometric height was determined by differential leveling
 HV3384.and adjusted by the National Geodetic Survey in June 1991..
 HV3384
 HV3384.The geoid height was determined by GEOID03.
 HV3384
 HV3384.The dynamic height is computed by dividing the NAVD 88
 HV3384.geopotential number by the normal gravity value computed on the
 HV3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3384.degrees latitude (g = 980.6199 gals.).
 HV3384
 HV3384.The modeled gravity was interpolated from observed gravity values.
 HV3384
 HV3384;                    North         East    Units  Estimated Accuracy
 HV3384;SPC VA N     - 2,077,320.    3,548,800.      MT  (+/- 180 meters Scaled)
 HV3384
 HV3384                          SUPERSEDED SURVEY CONTROL
 HV3384
 HV3384  NGVD 29 (??/??/??)   73.621  (m)          241.54   (f) ADJUSTED    2 0
 HV3384
 HV3384.Superseded values are not recommended for survey control.
 HV3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3384.See file dsdata.txt to determine how the superseded data were derived.
 HV3384
 HV3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH429500(NAD 83)
 HV3384_MARKER: DD = SURVEY DISK
 HV3384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3384_SP_SET: RETAINING WALL
 HV3384_STAMPING: 379
 HV3384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3384
 HV3384  HISTORY     - Date     Condition        Report By
 HV3384  HISTORY     - UNK      MONUMENTED       USE
 HV3384  HISTORY     - 1941     GOOD             CGS
 HV3384  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3384  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3384  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HV3384
 HV3384                          STATION DESCRIPTION
 HV3384
 HV3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3384'0.8 MI E FROM SUMMERVILLE FORD.
 HV3384'0.8 MILE EAST LONG SECONDARY STATE HIGHWAY 689 FROM SUMMERVILLE
 HV3384'FORD, ORANGE COUNTY, THENCE 1.6 MILES NORTHEAST ALONG SECONDARY
 HV3384'STATE HIGHWAY 611, AT RACCOON FORD, AT THE EAST END OF A MILL DAM
 HV3384'ON RAPIDAN RIVER, AND IN THE TOP OF A CORNER OF THE CONCRETE
 HV3384'RETAINING WALL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 HV3384'STAMPED 379.
 HV3384
 HV3384                          STATION RECOVERY (1984)
 HV3384
 HV3384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3384'MARK NOT FOUND.
 HV3384
 HV3384                          STATION RECOVERY (1998)
 HV3384
 HV3384'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3384'MARK NOT FOUND.
 HV3384
 HV3384                          STATION RECOVERY (2003)
 HV3384
 HV3384'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5552 ***********************************************************************
 GV5552  DESIGNATION -  38
 GV5552  PID         -  GV5552
 GV5552  STATE/COUNTY-  VA/C OF RICHMOND
 GV5552  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5552
 GV5552                         *CURRENT SURVEY CONTROL
 GV5552  ___________________________________________________________________
 GV5552* NAD 83(1993)-  37 29 50.04324(N)    077 27 07.02482(W)     ADJUSTED  
 GV5552* NAVD 88     -        40.55   (+/-2cm)     133.0    (feet)  VERTCON   
 GV5552  ___________________________________________________________________
 GV5552  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GV5552  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5552
 GV5552  HORZ ORDER  -  SECOND
 GV5552  VERT ORDER  -  THIRD ? (See Below)
 GV5552
 GV5552.The horizontal coordinates were established by classical geodetic methods
 GV5552.and adjusted by the National Geodetic Survey in September 1995..
 GV5552
 GV5552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5552.The vertical order pertains to the NGVD 29 superseded value.
 GV5552
 GV5552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5552
 GV5552.The geoid height was determined by GEOID03.
 GV5552
 GV5552;                    North         East     Units Scale Factor Converg.
 GV5552;SPC VA S     - 1,129,678.699 3,592,670.859   MT  0.99994796   +0 38 09.9
 GV5552;SPC VA S     - 3,706,287.53 11,786,954.31   sFT  0.99994796   +0 38 09.9
 GV5552;UTM  18      - 4,152,858.704   283,246.554   MT  1.00017875   -1 29 35.3
 GV5552
 GV5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5552!SPC VA S     -   0.99999883  x   0.99994796  =   0.99994679
 GV5552!UTM  18      -   0.99999883  x   1.00017875  =   1.00017758
 GV5552
 GV5552|---------------------------------------------------------------------|
 GV5552| PID    Reference Object                     Distance      Geod. Az  |
 GV5552|                                                           dddmmss.s |
 GV5552| DC5496 38 RM                                19.660 METERS 12153     |
 GV5552| GV5550 37                                  170.217 METERS 12653     |
 GV5552| GV5286 39                                  APPROX. 1.4 KM 2942932.7 |
 GV5552|---------------------------------------------------------------------|
 GV5552
 GV5552                          SUPERSEDED SURVEY CONTROL
 GV5552
 GV5552  NAD 83(1993)-  37 29 50.04320(N)    077 27 07.02474(W) AD(       ) 2
 GV5552  NAD 83(1986)-  37 29 50.04946(N)    077 27 07.04172(W) AD(       ) 2
 GV5552  NAD 27      -  37 29 49.51998(N)    077 27 08.09901(W) AD(       ) 2
 GV5552  NGVD 29 (07/19/86)   40.86   (m)          134.1    (f) LEVELING    3  
 GV5552
 GV5552.Superseded values are not recommended for survey control.
 GV5552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5552.See file dsdata.txt to determine how the superseded data were derived.
 GV5552
 GV5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8324752859(NAD 83)
 GV5552_MARKER: I = METAL ROD
 GV5552_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV5552_SP_SET: OBJECT DRIVEN INTO GROUND
 GV5552
 GV5552  HISTORY     - Date     Condition        Report By
 GV5552  HISTORY     - 1972     MONUMENTED       VA2060
 GV5552  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5552  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5552
 GV5552                          STATION DESCRIPTION
 GV5552
 GV5552'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5552'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE
 GV5552'NORTH ON U.S. ROUTE 1 2.20 MILES TO INTERSECTION WITH COFER RD.,
 GV5552'THENCE WEST ON COFER RD. 0.10 MILE TO RAILROAD CROSSING, THENCE
 GV5552'NORTH ALONG RAILROAD TRACKS APPROXIMATELY 0.20 MILE TO POINT NO.
 GV5552'38.
 GV5552'
 GV5552'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5552'
 GV5552'6.85 FEET N. E. OF CENTER OF R. R. TRACKS, 90.3 FEET N. W. OF CENTER
 GV5552'OF R. R. SWITCH, 56.0 FEET N. OF TWIN 6 INCHES POPLAR TREE.
 GV5552'
 GV5552'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5552'CENTER OF PIN, SET FLUSH TO GROUND.  28.0 FEET N. OF CENTER OF R. R.
 GV5552'SWITCH, 6.05 FEET N. E. OF CENTER OF R. R. TRACKS, 99.0 FEET N. W.
 GV5552'OF INTERSECTION OF 2 R. R. TRACKS.
 GV5552'
 GV5552'DISTANCE BETWEEN PT. 38 AND R. M. IS 64.51 FT., 19.660 M.
 GV5552'
 GV5552'NEAREST TOWN--RICHMOND.
 GV5552
 GV5552                          STATION RECOVERY (1999)
 GV5552
 GV5552'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5552'MARK NOT FOUND.
 GV5552
 GV5552                          STATION RECOVERY (2004)
 GV5552
 GV5552'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9388 ***********************************************************************
 HV9388  DESIGNATION -  38 DRD RESET
 HV9388  PID         -  HV9388
 HV9388  STATE/COUNTY-  VA/FAIRFAX
 HV9388  USGS QUAD   -  ANNANDALE (1994)
 HV9388
 HV9388                         *CURRENT SURVEY CONTROL
 HV9388  ___________________________________________________________________
 HV9388* NAD 83(1986)-  38 46 29.     (N)    077 14 44.     (W)     SCALED    
 HV9388* NAVD 88     -        66.830  (meters)     219.26   (feet)  ADJUSTED  
 HV9388  ___________________________________________________________________
 HV9388  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV9388  DYNAMIC HT  -          66.793 (meters)     219.14  (feet)  COMP
 HV9388  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 HV9388
 HV9388  VERT ORDER  -  THIRD
 HV9388
 HV9388.The horizontal coordinates were scaled from a topographic map and have
 HV9388.an estimated accuracy of +/- 6 seconds.
 HV9388
 HV9388.The orthometric height was determined by differential leveling
 HV9388.and adjusted by the National Geodetic Survey in September 2004..
 HV9388.No vertical observational check was made to the station.
 HV9388
 HV9388.The geoid height was determined by GEOID03.
 HV9388
 HV9388.The dynamic height is computed by dividing the NAVD 88
 HV9388.geopotential number by the normal gravity value computed on the
 HV9388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9388.degrees latitude (g = 980.6199 gals.).
 HV9388
 HV9388.The modeled gravity was interpolated from observed gravity values.
 HV9388
 HV9388;                    North         East    Units  Estimated Accuracy
 HV9388;SPC VA N     - 2,123,740.    3,609,000.      MT  (+/- 180 meters Scaled)
 HV9388
 HV9388                          SUPERSEDED SURVEY CONTROL
 HV9388
 HV9388.No superseded survey control is available for this station.
 HV9388
 HV9388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH049941(NAD 83)
 HV9388_MARKER: DD = SURVEY DISK
 HV9388_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9388_SP_SET: BRIDGE ABUTMENT
 HV9388_STAMPING: 38 DRD 1960 RESET 1972
 HV9388_MARK LOGO: USGS  
 HV9388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9388+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1991
 HV9388
 HV9388  HISTORY     - Date     Condition        Report By
 HV9388  HISTORY     - 1972     MONUMENTED       USGS
 HV9388  HISTORY     - 19900115 GOOD             RDA
 HV9388  HISTORY     - 19911111 GOOD             VA-059
 HV9388
 HV9388                          STATION DESCRIPTION
 HV9388
 HV9388'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9388'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9388'2.0 MILES WEST OF VILLAGE OF SPRINGFIELD.  TO REACH THE STATION FROM
 HV9388'THE INTERSECTION OF OLD KEEN MILL ROAD AND ROLLING ROAD PROCEED WEST
 HV9388'ALONG OLD KEENE MILL ROAD 0.7 MILES TO THE BRIDGE OVER POHICK CREEK,
 HV9388'IN TOP OF THE SOUTHWEST ABUTMENT OF BRIDGE.
 HV9388
 HV9388                          STATION RECOVERY (1991)
 HV9388
 HV9388'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1991
 HV9388'THE STATION IS LOCATED ON THE BRIDGE POHICK CREEK AT OLD KEENE MILL
 HV9388'ROAD (ROUTE 644).  TO REACH THE STATION FROM THE INTERSECTION OF OLD
 HV9388'KEENE MILL ROAD (ROUTE 644), AND ROLLING ROAD (ROUTE 638), PROCEED
 HV9388'WEST ALONG OLD KEENE MILL ROAD FOR 0.7 MILES (1.1 KM) TO THE BRIDGE
 HV9388'OVER POHICK CREEK AND STATION ON THE RIGHT, IN TOP OF THE SOUTHWEST
 HV9388'ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2943 ***********************************************************************
 HV2943  DESIGNATION -  38 USGS
 HV2943  PID         -  HV2943
 HV2943  STATE/COUNTY-  VA/ESSEX
 HV2943  USGS QUAD   -  LORETTO (1978)
 HV2943
 HV2943                         *CURRENT SURVEY CONTROL
 HV2943  ___________________________________________________________________
 HV2943* NAD 83(1986)-  38 02 27.     (N)    077 00 13.     (W)     SCALED    
 HV2943* NAVD 88     -        11.629  (meters)      38.15   (feet)  ADJUSTED  
 HV2943  ___________________________________________________________________
 HV2943  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HV2943  DYNAMIC HT  -          11.621 (meters)      38.13  (feet)  COMP
 HV2943  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 HV2943
 HV2943  VERT ORDER  -  SECOND    CLASS 0
 HV2943
 HV2943.The horizontal coordinates were scaled from a topographic map and have
 HV2943.an estimated accuracy of +/- 6 seconds.
 HV2943
 HV2943.The orthometric height was determined by differential leveling
 HV2943.and adjusted by the National Geodetic Survey in June 1991..
 HV2943
 HV2943.The geoid height was determined by GEOID03.
 HV2943
 HV2943.The dynamic height is computed by dividing the NAVD 88
 HV2943.geopotential number by the normal gravity value computed on the
 HV2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2943.degrees latitude (g = 980.6199 gals.).
 HV2943
 HV2943.The modeled gravity was interpolated from observed gravity values.
 HV2943
 HV2943;                    North         East    Units  Estimated Accuracy
 HV2943;SPC VA S     - 1,190,540.    3,631,360.      MT  (+/- 180 meters Scaled)
 HV2943
 HV2943                          SUPERSEDED SURVEY CONTROL
 HV2943
 HV2943  NGVD 29 (??/??/??)   11.898  (m)           39.04   (f) ADJUSTED    2 0
 HV2943
 HV2943.Superseded values are not recommended for survey control.
 HV2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2943.See file dsdata.txt to determine how the superseded data were derived.
 HV2943
 HV2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH241122(NAD 83)
 HV2943_MARKER: DD = SURVEY DISK
 HV2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2943_STAMPING: 39.035 TT STA NO 12 W 1929
 HV2943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2943+STABILITY: SURFACE MOTION
 HV2943
 HV2943  HISTORY     - Date     Condition        Report By
 HV2943  HISTORY     - 1929     MONUMENTED       USGS
 HV2943  HISTORY     - 1962     GOOD             CGS
 HV2943  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV2943  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2943  HISTORY     - 19990609 MARK NOT FOUND   USPSQD
 HV2943  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV2943
 HV2943                          STATION DESCRIPTION
 HV2943
 HV2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV2943'1.6 MI S FROM CHANCE.
 HV2943'1.6 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE ROAD JUNCTION
 HV2943'AT CHANCE, ESSEX COUNTY, AT THE JUNCTIN OF A ROAD LEADING WEST
 HV2943'INTO OCCUPACIA, 36 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 HV2943'17, 5 FEET NORTH OF THE EXTENDED CENTER LINE OF THE COUNTY ROAD,
 HV2943'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES
 HV2943'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 39.035 TT STA NO 12 W 1929
 HV2943'AND SET IN THE TOP OF A CONCRETE POST PROPJECTING 6 INCHES ABOVE
 HV2943'GROUND.
 HV2943
 HV2943                          STATION RECOVERY (1971)
 HV2943
 HV2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2943'MARK NOT FOUND.
 HV2943
 HV2943                          STATION RECOVERY (1978)
 HV2943
 HV2943'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2943'MARK NOT FOUND.
 HV2943
 HV2943                          STATION RECOVERY (1999)
 HV2943
 HV2943'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2943'MARK NOT FOUND.
 HV2943
 HV2943                          STATION RECOVERY (2004)
 HV2943
 HV2943'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV2943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3904 ***********************************************************************
 HV3904  DESIGNATION -  38 USGS
 HV3904  PID         -  HV3904
 HV3904  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3904  USGS QUAD   -  NOKESVILLE (1994)
 HV3904
 HV3904                         *CURRENT SURVEY CONTROL
 HV3904  ___________________________________________________________________
 HV3904* NAD 83(1986)-  38 42 45.     (N)    077 33 19.     (W)     SCALED    
 HV3904* NAVD 88     -        72.827  (meters)     238.93   (feet)  ADJUSTED  
 HV3904  ___________________________________________________________________
 HV3904  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV3904  DYNAMIC HT  -          72.785 (meters)     238.80  (feet)  COMP
 HV3904  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 HV3904
 HV3904  VERT ORDER  -  SECOND    CLASS 0
 HV3904
 HV3904.The horizontal coordinates were scaled from a topographic map and have
 HV3904.an estimated accuracy of +/- 6 seconds.
 HV3904
 HV3904.The orthometric height was determined by differential leveling
 HV3904.and adjusted by the National Geodetic Survey in June 1991..
 HV3904
 HV3904.The geoid height was determined by GEOID03.
 HV3904
 HV3904.The dynamic height is computed by dividing the NAVD 88
 HV3904.geopotential number by the normal gravity value computed on the
 HV3904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3904.degrees latitude (g = 980.6199 gals.).
 HV3904
 HV3904.The modeled gravity was interpolated from observed gravity values.
 HV3904
 HV3904;                    North         East    Units  Estimated Accuracy
 HV3904;SPC VA N     - 2,116,510.    3,582,160.      MT  (+/- 180 meters Scaled)
 HV3904
 HV3904                          SUPERSEDED SURVEY CONTROL
 HV3904
 HV3904  NGVD 29 (??/??/??)   73.076  (m)          239.75   (f) ADJUSTED    2 0
 HV3904
 HV3904.Superseded values are not recommended for survey control.
 HV3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3904.See file dsdata.txt to determine how the superseded data were derived.
 HV3904
 HV3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH778879(NAD 83)
 HV3904_MARKER: Z = SEE DESCRIPTION
 HV3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3904_STAMPING: 38
 HV3904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3904+STABILITY: SURFACE MOTION
 HV3904
 HV3904  HISTORY     - Date     Condition        Report By
 HV3904  HISTORY     - UNK      MONUMENTED       USGS
 HV3904  HISTORY     - 1935     GOOD             CGS
 HV3904
 HV3904                          STATION DESCRIPTION
 HV3904
 HV3904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3904'1.7 MI NE FROM NOKESVILLE.
 HV3904'ABOUT 1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3904'POST OFFICE AT NOKESVILLE, PRINCE WILLIAM COUNTY, ABOUT 0.2 MILE
 HV3904'NORTHEAST OF MILEPOST 38, ABOUT 150 FEET NORTHEAST OF THE
 HV3904'SOUTHWEST END OF A CUT, AND 15 FEET NORTHWEST OF THE NORTHWEST
 HV3904'RAIL.  A COPPER ROD, STAMPED 38 AND SET IN THE TOP OF A CONCRETE
 HV3904'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3343 ***********************************************************************
 HV3343  DESIGNATION -  380 USE
 HV3343  PID         -  HV3343
 HV3343  STATE/COUNTY-  VA/ORANGE
 HV3343  USGS QUAD   -  UNIONVILLE (1983)
 HV3343
 HV3343                         *CURRENT SURVEY CONTROL
 HV3343  ___________________________________________________________________
 HV3343* NAD 83(1986)-  38 21 04.     (N)    077 58 29.     (W)     SCALED    
 HV3343* NAVD 88     -        81.316  (meters)     266.78   (feet)  ADJUSTED  
 HV3343  ___________________________________________________________________
 HV3343  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3343  DYNAMIC HT  -          81.267 (meters)     266.62  (feet)  COMP
 HV3343  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 HV3343
 HV3343  VERT ORDER  -  SECOND    CLASS 0
 HV3343
 HV3343.The horizontal coordinates were scaled from a topographic map and have
 HV3343.an estimated accuracy of +/- 6 seconds.
 HV3343
 HV3343.The orthometric height was determined by differential leveling
 HV3343.and adjusted by the National Geodetic Survey in June 1991..
 HV3343
 HV3343.The geoid height was determined by GEOID03.
 HV3343
 HV3343.The dynamic height is computed by dividing the NAVD 88
 HV3343.geopotential number by the normal gravity value computed on the
 HV3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3343.degrees latitude (g = 980.6199 gals.).
 HV3343
 HV3343.The modeled gravity was interpolated from observed gravity values.
 HV3343
 HV3343;                    North         East    Units  Estimated Accuracy
 HV3343;SPC VA N     - 2,076,100.    3,545,910.      MT  (+/- 180 meters Scaled)
 HV3343
 HV3343                          SUPERSEDED SURVEY CONTROL
 HV3343
 HV3343  NGVD 29 (??/??/??)   81.571  (m)          267.62   (f) ADJUSTED    2 0
 HV3343
 HV3343.Superseded values are not recommended for survey control.
 HV3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3343.See file dsdata.txt to determine how the superseded data were derived.
 HV3343
 HV3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH400489(NAD 83)
 HV3343_MARKER: DD = SURVEY DISK
 HV3343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3343_SP_SET: BRIDGE ABUTMENT
 HV3343_STAMPING: USED 380
 HV3343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3343
 HV3343  HISTORY     - Date     Condition        Report By
 HV3343  HISTORY     - UNK      MONUMENTED       DOD
 HV3343  HISTORY     - 1935     GOOD             CGS
 HV3343  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3343  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HV3343
 HV3343                          STATION DESCRIPTION
 HV3343
 HV3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3343'AT SOMERVILLE FORD.
 HV3343'AT SOMERVILLE FORD, ORANGE COUNTY, ON SECONDARY STATE HIGHWAY
 HV3343'689, AT THE BRIDGE OVER RAPIDAN RIVER, AND IN THE TOP OF THE
 HV3343'SOUTHEAST ABUTMENT.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 HV3343'DISK, STAMPED 380.
 HV3343
 HV3343                          STATION RECOVERY (1998)
 HV3343
 HV3343'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3343'MARK NOT FOUND.
 HV3343
 HV3343                          STATION RECOVERY (2003)
 HV3343
 HV3343'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0434 ***********************************************************************
 HW0434  DESIGNATION -  380.49
 HW0434  PID         -  HW0434
 HW0434  STATE/COUNTY-  VA/ALBEMARLE
 HW0434  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0434
 HW0434                         *CURRENT SURVEY CONTROL
 HW0434  ___________________________________________________________________
 HW0434* NAD 83(1986)-  38 09 11.     (N)    078 21 12.     (W)     SCALED    
 HW0434* NAVD 88     -       115.674  (meters)     379.51   (feet)  ADJUSTED  
 HW0434  ___________________________________________________________________
 HW0434  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0434  DYNAMIC HT  -         115.593 (meters)     379.24  (feet)  COMP
 HW0434  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HW0434
 HW0434  VERT ORDER  -  SECOND    CLASS 0
 HW0434
 HW0434.The horizontal coordinates were scaled from a topographic map and have
 HW0434.an estimated accuracy of +/- 6 seconds.
 HW0434
 HW0434.The orthometric height was determined by differential leveling
 HW0434.and adjusted by the National Geodetic Survey in June 1991..
 HW0434
 HW0434.The geoid height was determined by GEOID03.
 HW0434
 HW0434.The dynamic height is computed by dividing the NAVD 88
 HW0434.geopotential number by the normal gravity value computed on the
 HW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0434.degrees latitude (g = 980.6199 gals.).
 HW0434
 HW0434.The modeled gravity was interpolated from observed gravity values.
 HW0434
 HW0434;                    North         East    Units  Estimated Accuracy
 HW0434;SPC VA S     - 1,201,970.    3,512,860.      MT  (+/- 180 meters Scaled)
 HW0434
 HW0434                          SUPERSEDED SURVEY CONTROL
 HW0434
 HW0434  NGVD 29 (??/??/92)  115.910  (m)          380.28   (f) ADJ UNCH    2 0
 HW0434
 HW0434.Superseded values are not recommended for survey control.
 HW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0434.See file dsdata.txt to determine how the superseded data were derived.
 HW0434
 HW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC319261(NAD 83)
 HW0434_MARKER: Q = CHISELED SQUARE
 HW0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0434_SP_SET: CULVERT
 HW0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0434
 HW0434  HISTORY     - Date     Condition        Report By
 HW0434  HISTORY     - UNK      MONUMENTED       USGS
 HW0434  HISTORY     - 1964     GOOD             NGS
 HW0434
 HW0434                          STATION DESCRIPTION
 HW0434
 HW0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0434'1.3 MI SW FROM BURNLEY.
 HW0434'ABOUT 1.3 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HW0434'STATION AT BURNLEY, ALBEMARLE COUNTY, AT A CONCRETE BOX CULVERT,
 HW0434'ON THE TOP OF THE SOUTHWEST END OF THE CONCRETE COPING, AND
 HW0434'SOUTHEAST OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2501 ***********************************************************************
 GW2501  DESIGNATION -  382 JAS
 GW2501  PID         -  GW2501
 GW2501  STATE/COUNTY-  VA/CAMPBELL
 GW2501  USGS QUAD   -  BROOKNEAL (1984)
 GW2501
 GW2501                         *CURRENT SURVEY CONTROL
 GW2501  ___________________________________________________________________
 GW2501* NAD 83(1993)-  37 04 43.43233(N)    078 54 32.45489(W)     ADJUSTED  
 GW2501* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 GW2501  ___________________________________________________________________
 GW2501  X           -     980,085.058 (meters)                     COMP
 GW2501  Y           -  -4,999,699.251 (meters)                     COMP
 GW2501  Z           -   3,824,462.943 (meters)                     COMP
 GW2501  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GW2501  ELLIP HEIGHT-         158.15  (meters)          (05/17/02) GPS OBS
 GW2501  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW2501
 GW2501  HORZ ORDER  -  FIRST
 GW2501  ELLP ORDER  -  FOURTH    CLASS II
 GW2501
 GW2501.The horizontal coordinates were established by GPS observations
 GW2501.and adjusted by the National Geodetic Survey in September 1995..
 GW2501
 GW2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2501
 GW2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2501
 GW2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2501
 GW2501.The ellipsoidal height was determined by GPS observations
 GW2501.and is referenced to NAD 83.
 GW2501
 GW2501.The geoid height was determined by GEOID03.
 GW2501
 GW2501;                    North         East     Units Scale Factor Converg.
 GW2501;SPC VA S     - 1,082,798.717 3,463,632.081   MT  0.99995803   -0 14 53.7
 GW2501;SPC VA S     - 3,552,482.12 11,363,599.59   sFT  0.99995803   -0 14 53.7
 GW2501;UTM  17      - 4,105,651.673   685,866.970   MT  1.00002559   +1 15 39.7
 GW2501
 GW2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2501!SPC VA S     -   0.99997518  x   0.99995803  =   0.99993321
 GW2501!UTM  17      -   0.99997518  x   1.00002559  =   1.00000077
 GW2501
 GW2501                          SUPERSEDED SURVEY CONTROL
 GW2501
 GW2501  ELLIP H (09/08/95)  158.20   (m)                       GP(       ) 4 2
 GW2501  NAD 83(1986)-  37 04 43.43359(N)    078 54 32.46575(W) AD(       ) 1
 GW2501  NGVD 29 (07/01/93)  189.8    (m)          623.     (f) GPS OBS        
 GW2501
 GW2501.Superseded values are not recommended for survey control.
 GW2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2501.See file dsdata.txt to determine how the superseded data were derived.
 GW2501
 GW2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8586705652(NAD 83)
 GW2501_MARKER: DB = BENCH MARK DISK
 GW2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2501_SP_SET: CONCRETE POST
 GW2501_STAMPING: 382 JAS 1963
 GW2501_MARK LOGO: DI    
 GW2501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2501+STABILITY: SURFACE MOTION
 GW2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2501+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1992
 GW2501
 GW2501  HISTORY     - Date     Condition        Report By
 GW2501  HISTORY     - 1963     MONUMENTED       USGS
 GW2501  HISTORY     - 19920217 GOOD             MSI
 GW2501
 GW2501                          STATION DESCRIPTION
 GW2501
 GW2501'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2501'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.1
 GW2501'MI (5.0 KM) NORTHEAST OF BROOKNEAL.
 GW2501'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 40 IN
 GW2501'BROOKNEAL, PROCEED EAST FOR 3.4 MI (5.5 KM) TO THE INTERSECTION WITH
 GW2501'S.R. 600 NORTH AND THE STATION AT THE NORTHEAST CORNER OF THE
 GW2501'INTERSECTION.
 GW2501'THE STATION IS A STANDARD US DEPT OF INTERIOR BENCHMARK DISK SET IN
 GW2501'THE TOP OF A CONCRETE MONUMENT, STAMPED 382 JAS 1962.  THE STATION IS
 GW2501'LOCATED 4.6 FT (1.4 M) WEST OF TELEPHONE POLE NUMBER C3 12 X, 26.2 FT
 GW2501'(8.0 M) NORTH OF THE CENTERLINE OF S.R. 40, AND 28.1 FT (8.6 M)
 GW2501'SOUTHEAST OF THE CENTERLINE OF S.R. 600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0438 ***********************************************************************
 HW0438  DESIGNATION -  382.22
 HW0438  PID         -  HW0438
 HW0438  STATE/COUNTY-  VA/ALBEMARLE
 HW0438  USGS QUAD   -  EARLYSVILLE (1984)
 HW0438
 HW0438                         *CURRENT SURVEY CONTROL
 HW0438  ___________________________________________________________________
 HW0438* NAD 83(1986)-  38 07 43.     (N)    078 24 07.     (W)     SCALED    
 HW0438* NAVD 88     -       116.197  (meters)     381.22   (feet)  ADJUSTED  
 HW0438  ___________________________________________________________________
 HW0438  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0438  DYNAMIC HT  -         116.115 (meters)     380.95  (feet)  COMP
 HW0438  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HW0438
 HW0438  VERT ORDER  -  SECOND    CLASS 0
 HW0438
 HW0438.The horizontal coordinates were scaled from a topographic map and have
 HW0438.an estimated accuracy of +/- 6 seconds.
 HW0438
 HW0438.The orthometric height was determined by differential leveling
 HW0438.and adjusted by the National Geodetic Survey in June 1991..
 HW0438
 HW0438.The geoid height was determined by GEOID03.
 HW0438
 HW0438.The dynamic height is computed by dividing the NAVD 88
 HW0438.geopotential number by the normal gravity value computed on the
 HW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0438.degrees latitude (g = 980.6199 gals.).
 HW0438
 HW0438.The modeled gravity was interpolated from observed gravity values.
 HW0438
 HW0438;                    North         East    Units  Estimated Accuracy
 HW0438;SPC VA S     - 1,199,250.    3,508,600.      MT  (+/- 180 meters Scaled)
 HW0438
 HW0438                          SUPERSEDED SURVEY CONTROL
 HW0438
 HW0438  NGVD 29 (??/??/92)  116.436  (m)          382.01   (f) ADJ UNCH    2 0
 HW0438
 HW0438.Superseded values are not recommended for survey control.
 HW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0438.See file dsdata.txt to determine how the superseded data were derived.
 HW0438
 HW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC277232(NAD 83)
 HW0438_MARKER: Q = CHISELED SQUARE
 HW0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0438_SP_SET: BRIDGE
 HW0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0438
 HW0438  HISTORY     - Date     Condition        Report By
 HW0438  HISTORY     - UNK      MONUMENTED       USGS
 HW0438  HISTORY     - 1935     GOOD             NGS
 HW0438
 HW0438                          STATION DESCRIPTION
 HW0438
 HW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0438'0.4 MI SW FROM WATTS.
 HW0438'ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM WATTS,
 HW0438'ALBEMARLE COUNTY, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE
 HW0438'BRIDGE OVER NORTH RIVANNA RIVER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3787 ***********************************************************************
 HV3787  DESIGNATION -  383.43 USGS
 HV3787  PID         -  HV3787
 HV3787  STATE/COUNTY-  VA/CULPEPER
 HV3787  USGS QUAD   -  BRANDY STATION (1981)
 HV3787
 HV3787                         *CURRENT SURVEY CONTROL
 HV3787  ___________________________________________________________________
 HV3787* NAD 83(1986)-  38 36 22.     (N)    077 57 19.     (W)     SCALED    
 HV3787* NAVD 88     -       116.649  (meters)     382.71   (feet)  ADJUSTED  
 HV3787  ___________________________________________________________________
 HV3787  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3787  DYNAMIC HT  -         116.576 (meters)     382.47  (feet)  COMP
 HV3787  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 HV3787
 HV3787  VERT ORDER  -  SECOND    CLASS 0
 HV3787
 HV3787.The horizontal coordinates were scaled from a topographic map and have
 HV3787.an estimated accuracy of +/- 6 seconds.
 HV3787
 HV3787.The orthometric height was determined by differential leveling
 HV3787.and adjusted by the National Geodetic Survey in June 1991..
 HV3787
 HV3787.The geoid height was determined by GEOID03.
 HV3787
 HV3787.The dynamic height is computed by dividing the NAVD 88
 HV3787.geopotential number by the normal gravity value computed on the
 HV3787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3787.degrees latitude (g = 980.6199 gals.).
 HV3787
 HV3787.The modeled gravity was interpolated from observed gravity values.
 HV3787
 HV3787;                    North         East    Units  Estimated Accuracy
 HV3787;SPC VA N     - 2,104,420.    3,547,450.      MT  (+/- 180 meters Scaled)
 HV3787
 HV3787                          SUPERSEDED SURVEY CONTROL
 HV3787
 HV3787  NGVD 29 (??/??/??)  116.849  (m)          383.36   (f) ADJUSTED    2 0
 HV3787
 HV3787.Superseded values are not recommended for survey control.
 HV3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3787.See file dsdata.txt to determine how the superseded data were derived.
 HV3787
 HV3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH426772(NAD 83)
 HV3787_MARKER: N = NAIL
 HV3787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3787_SP_SET: CEDAR TREE ROOT
 HV3787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3787
 HV3787  HISTORY     - Date     Condition        Report By
 HV3787  HISTORY     - UNK      MONUMENTED       USGS
 HV3787  HISTORY     - 1941     GOOD             CGS
 HV3787  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HV3787
 HV3787                          STATION DESCRIPTION
 HV3787
 HV3787'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3787'2.4 MI NE FROM RIXEYVILLE.
 HV3787'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM THE POST
 HV3787'OFFICE AT RIXEYVILLE, CULPEPER COUNTY, ABOUT 0.4 MILE
 HV3787'NORTH OF THE CHURCH AT OAKSHADE, WEST OF THE ROAD, AND IN
 HV3787'THE WEST ROOT OF AN 18-INCH CEDAR TREE USED AS A FENCE CORNER.
 HV3787'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 HV3787'WASHER, MARKED 383.43.
 HV3787
 HV3787                          STATION RECOVERY (2001)
 HV3787
 HV3787'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0580 ***********************************************************************
 GW0580  DESIGNATION -  385
 GW0580  PID         -  GW0580
 GW0580  STATE/COUNTY-  VA/NELSON
 GW0580  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0580
 GW0580                         *CURRENT SURVEY CONTROL
 GW0580  ___________________________________________________________________
 GW0580* NAD 83(1986)-  37 35 39.     (N)    078 53 44.     (W)     SCALED    
 GW0580* NAVD 88     -       117.09   (+/-2cm)     384.2    (feet)  VERTCON   
 GW0580  ___________________________________________________________________
 GW0580  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW0580
 GW0580  VERT ORDER  -  ? (See Below)
 GW0580
 GW0580.The horizontal coordinates were scaled from a topographic map and have
 GW0580.an estimated accuracy of +/- 6 seconds.
 GW0580
 GW0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0580.The vertical order pertains to the NGVD 29 superseded value.
 GW0580
 GW0580.The geoid height was determined by GEOID03.
 GW0580
 GW0580;                    North         East    Units  Estimated Accuracy
 GW0580;SPC VA S     - 1,140,000.    3,465,070.      MT  (+/- 180 meters Scaled)
 GW0580
 GW0580                          SUPERSEDED SURVEY CONTROL
 GW0580
 GW0580  NGVD 29 (??/??/92)  117.319  (m)          384.90   (f) ADJ UNCH    ?  
 GW0580
 GW0580.Superseded values are not recommended for survey control.
 GW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0580.See file dsdata.txt to determine how the superseded data were derived.
 GW0580
 GW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB857628(NAD 83)
 GW0580_MARKER: X = CHISELED CROSS
 GW0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0580_SP_SET: FOUNDATION
 GW0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0580
 GW0580  HISTORY     - Date     Condition        Report By
 GW0580  HISTORY     - UNK      MONUMENTED       CORR
 GW0580  HISTORY     - 1934     GOOD             NGS
 GW0580
 GW0580                          STATION DESCRIPTION
 GW0580
 GW0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0580'2.5 MI S FROM BUFFALO STATION.
 GW0580'2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0580'STATION AT BUFFALO STATION, 0.3 MILE SOUTH OF MILEPOST 113, ON THE
 GW0580'NORTH SIDE OF THE TRACK, AT A BLOCK SIGNAL, AND ON THE SOUTHWEST
 GW0580'CORNER OF THE CONCRETE FOUNDATION.  A CHISELED CROSS.  NOTE-- THE
 GW0580'FOUNDATION IS IN GOOD CONDITION, BUT THERE IS NO MARK ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3444 ***********************************************************************
 HV3444  DESIGNATION -  386 MILITARY PK F NPS
 HV3444  PID         -  HV3444
 HV3444  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3444  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3444
 HV3444                         *CURRENT SURVEY CONTROL
 HV3444  ___________________________________________________________________
 HV3444* NAD 83(1986)-  38 17 16.     (N)    077 41 47.     (W)     SCALED    
 HV3444* NAVD 88     -       117.332  (meters)     384.95   (feet)  ADJUSTED  
 HV3444  ___________________________________________________________________
 HV3444  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV3444  DYNAMIC HT  -         117.257 (meters)     384.70  (feet)  COMP
 HV3444  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 HV3444
 HV3444  VERT ORDER  -  SECOND    CLASS 0
 HV3444
 HV3444.The horizontal coordinates were scaled from a topographic map and have
 HV3444.an estimated accuracy of +/- 6 seconds.
 HV3444
 HV3444.The orthometric height was determined by differential leveling
 HV3444.and adjusted by the National Geodetic Survey in June 1991..
 HV3444
 HV3444.The geoid height was determined by GEOID03.
 HV3444
 HV3444.The dynamic height is computed by dividing the NAVD 88
 HV3444.geopotential number by the normal gravity value computed on the
 HV3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3444.degrees latitude (g = 980.6199 gals.).
 HV3444
 HV3444.The modeled gravity was interpolated from observed gravity values.
 HV3444
 HV3444;                    North         East    Units  Estimated Accuracy
 HV3444;SPC VA N     - 2,069,250.    3,570,300.      MT  (+/- 180 meters Scaled)
 HV3444
 HV3444                          SUPERSEDED SURVEY CONTROL
 HV3444
 HV3444  NGVD 29 (??/??/??)  117.611  (m)          385.86   (f) ADJUSTED    2 0
 HV3444
 HV3444.Superseded values are not recommended for survey control.
 HV3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3444.See file dsdata.txt to determine how the superseded data were derived.
 HV3444
 HV3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH641411(NAD 83)
 HV3444_MARKER: DD = SURVEY DISK
 HV3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3444_STAMPING: F
 HV3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3444+STABILITY: SURFACE MOTION
 HV3444
 HV3444  HISTORY     - Date     Condition        Report By
 HV3444  HISTORY     - UNK      MONUMENTED       NPS
 HV3444  HISTORY     - 1962     GOOD             CGS
 HV3444  HISTORY     - 1984     GOOD             NGS
 HV3444  HISTORY     - 19990407 GOOD             USPSQD
 HV3444
 HV3444                          STATION DESCRIPTION
 HV3444
 HV3444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3444'1.4 MI NW FROM BROCKROAD.
 HV3444'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 210 FROM THE POST OFFICE
 HV3444'AT BROCKROAD, SPOTSYLVANIA COUNTY, 23.6 FEET SOUTHWEST OF THE
 HV3444'CENTER LINE OF THE HIGHWAY, AND 2.5 FEET SOUTHEAST OF A 10-INCH
 HV3444'OAK TREE.  A NATIONAL PARK SERVICE STANDARD DISK, SET IN THE TOP
 HV3444'OF A CONCRETE POST.  NOTE-- THE 10 INCH OAK TREE IS NOW JUST A
 HV3444'STUMP.
 HV3444
 HV3444                          STATION RECOVERY (1984)
 HV3444
 HV3444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3444'RECOVERED IN GOOD CONDITION.
 HV3444
 HV3444                          STATION RECOVERY (1999)
 HV3444
 HV3444'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3257 ***********************************************************************
 HV3257  DESIGNATION -  386.10 USGS
 HV3257  PID         -  HV3257
 HV3257  STATE/COUNTY-  VA/CULPEPER
 HV3257  USGS QUAD   -  RICHARDSVILLE (1978)
 HV3257
 HV3257                         *CURRENT SURVEY CONTROL
 HV3257  ___________________________________________________________________
 HV3257* NAD 83(1986)-  38 23 57.     (N)    077 43 44.     (W)     SCALED    
 HV3257* NAVD 88     -       117.483  (meters)     385.44   (feet)  ADJUSTED  
 HV3257  ___________________________________________________________________
 HV3257  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV3257  DYNAMIC HT  -         117.412 (meters)     385.21  (feet)  COMP
 HV3257  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 HV3257
 HV3257  VERT ORDER  -  SECOND    CLASS 0
 HV3257
 HV3257.The horizontal coordinates were scaled from a topographic map and have
 HV3257.an estimated accuracy of +/- 6 seconds.
 HV3257
 HV3257.The orthometric height was determined by differential leveling
 HV3257.and adjusted by the National Geodetic Survey in June 1991..
 HV3257
 HV3257.The geoid height was determined by GEOID03.
 HV3257
 HV3257.The dynamic height is computed by dividing the NAVD 88
 HV3257.geopotential number by the normal gravity value computed on the
 HV3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3257.degrees latitude (g = 980.6199 gals.).
 HV3257
 HV3257.The modeled gravity was interpolated from observed gravity values.
 HV3257
 HV3257;                    North         East    Units  Estimated Accuracy
 HV3257;SPC VA N     - 2,081,590.    3,567,360.      MT  (+/- 180 meters Scaled)
 HV3257
 HV3257                          SUPERSEDED SURVEY CONTROL
 HV3257
 HV3257  NGVD 29 (??/??/??)  117.741  (m)          386.29   (f) ADJUSTED    2 0
 HV3257
 HV3257.Superseded values are not recommended for survey control.
 HV3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3257.See file dsdata.txt to determine how the superseded data were derived.
 HV3257
 HV3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH616536(NAD 83)
 HV3257_MARKER: Q = CHISELED SQUARE
 HV3257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3257_SP_SET: CURB
 HV3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3257
 HV3257  HISTORY     - Date     Condition        Report By
 HV3257  HISTORY     - UNK      MONUMENTED       USGS
 HV3257  HISTORY     - 1964     MARK NOT FOUND   CGS
 HV3257  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HV3257
 HV3257                          STATION DESCRIPTION
 HV3257
 HV3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3257'AT RICHARDSVILLE.
 HV3257'AT RICHARDSVILLE, CULPEPER COUNTY, ON SECONDARY STATE HIGHWAY 610,
 HV3257'IN FRONT OF THE STORE, 50 FEET SOUTHEAST OF A GASOLINE PUMP, AND
 HV3257'ON THE CONCRETE CURB UNDER AN IRON GATE.  A CHISELED SQUARE.
 HV3257
 HV3257                          STATION RECOVERY (2001)
 HV3257
 HV3257'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2024 ***********************************************************************
 GV2024  DESIGNATION -  387 C OF R
 GV2024  PID         -  GV2024
 GV2024  STATE/COUNTY-  VA/C OF RICHMOND
 GV2024  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2024
 GV2024                         *CURRENT SURVEY CONTROL
 GV2024  ___________________________________________________________________
 GV2024* NAD 83(1986)-  37 27 59.     (N)    077 26 34.     (W)     SCALED    
 GV2024* NAVD 88     -        18.650  (meters)      61.19   (feet)  ADJUSTED  
 GV2024  ___________________________________________________________________
 GV2024  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV2024  DYNAMIC HT  -          18.637 (meters)      61.14  (feet)  COMP
 GV2024  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 GV2024
 GV2024  VERT ORDER  -  SECOND    CLASS 0
 GV2024
 GV2024.The horizontal coordinates were scaled from a topographic map and have
 GV2024.an estimated accuracy of +/- 6 seconds.
 GV2024
 GV2024.The orthometric height was determined by differential leveling
 GV2024.and adjusted by the National Geodetic Survey in June 1991..
 GV2024
 GV2024.The geoid height was determined by GEOID03.
 GV2024
 GV2024.The dynamic height is computed by dividing the NAVD 88
 GV2024.geopotential number by the normal gravity value computed on the
 GV2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2024.degrees latitude (g = 980.6199 gals.).
 GV2024
 GV2024.The modeled gravity was interpolated from observed gravity values.
 GV2024
 GV2024;                    North         East    Units  Estimated Accuracy
 GV2024;SPC VA S     - 1,126,270.    3,593,520.      MT  (+/- 180 meters Scaled)
 GV2024
 GV2024                          SUPERSEDED SURVEY CONTROL
 GV2024
 GV2024  NGVD 29 (??/??/??)   18.961  (m)           62.21   (f) ADJUSTED    2 0
 GV2024
 GV2024.Superseded values are not recommended for survey control.
 GV2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2024.See file dsdata.txt to determine how the superseded data were derived.
 GV2024
 GV2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG839494(NAD 83)
 GV2024_MARKER: DD = SURVEY DISK
 GV2024_SETTING: 0 = UNSPECIFIED SETTING
 GV2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2024+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 GV2024
 GV2024  HISTORY     - Date     Condition        Report By
 GV2024  HISTORY     - UNK      MONUMENTED       VA2060
 GV2024  HISTORY     - 1972     GOOD             NGS
 GV2024  HISTORY     - 1989     GOOD             USPSQD
 GV2024  HISTORY     - 1991     GOOD             USPSQD
 GV2024  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2024  HISTORY     - 19991023 GOOD             USPSQD
 GV2024  HISTORY     - 20031103 GOOD             USPSQD
 GV2024  HISTORY     - 20051205 GOOD             USPSQD
 GV2024
 GV2024                          STATION DESCRIPTION
 GV2024
 GV2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2024'AT RICHMOND.
 GV2024'4 FEET EAST OF THE CURB ON THE EAST LINE OF JEFFERSON DAVIS
 GV2024'HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF LANCELOT AVENUE, 62.5
 GV2024'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE NO. 4401
 GV2024'JEFFERSON DAVIS HIGHWAY, 25 FEET NORTHWEST OF A TELEPHONE POLE
 GV2024'NO. 3942G.
 GV2024'A STANDARD C OF R DISK.
 GV2024
 GV2024                          STATION RECOVERY (1989)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2024'RECOVERED IN GOOD CONDITION.
 GV2024
 GV2024                          STATION RECOVERY (1991)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2024'RECOVERED IN GOOD CONDITION.
 GV2024
 GV2024                          STATION RECOVERY (1996)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2024'MARK NOT FOUND.
 GV2024
 GV2024                          STATION RECOVERY (1999)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2024'RECOVERED IN GOOD CONDITION.
 GV2024
 GV2024                          STATION RECOVERY (2003)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2024'RECOVERED IN GOOD CONDITION.
 GV2024
 GV2024                          STATION RECOVERY (2005)
 GV2024
 GV2024'RECOVERY NOTE BY US POWER SQUADRON 2005 (KM)
 GV2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3216 ***********************************************************************
 HV3216  DESIGNATION -  387.39 USGS
 HV3216  PID         -  HV3216
 HV3216  STATE/COUNTY-  VA/CULPEPER
 HV3216  USGS QUAD   -  CULPEPER EAST (1981)
 HV3216
 HV3216                         *CURRENT SURVEY CONTROL
 HV3216  ___________________________________________________________________
 HV3216* NAD 83(1986)-  38 29 13.     (N)    077 56 33.     (W)     SCALED    
 HV3216* NAVD 88     -       117.875  (meters)     386.73   (feet)  ADJUSTED  
 HV3216  ___________________________________________________________________
 HV3216  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3216  DYNAMIC HT  -         117.804 (meters)     386.50  (feet)  COMP
 HV3216  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 HV3216
 HV3216  VERT ORDER  -  SECOND    CLASS 0
 HV3216
 HV3216.The horizontal coordinates were scaled from a topographic map and have
 HV3216.an estimated accuracy of +/- 6 seconds.
 HV3216
 HV3216.The orthometric height was determined by differential leveling
 HV3216.and adjusted by the National Geodetic Survey in June 1991..
 HV3216
 HV3216.The geoid height was determined by GEOID03.
 HV3216
 HV3216.The dynamic height is computed by dividing the NAVD 88
 HV3216.geopotential number by the normal gravity value computed on the
 HV3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3216.degrees latitude (g = 980.6199 gals.).
 HV3216
 HV3216.The modeled gravity was interpolated from observed gravity values.
 HV3216
 HV3216;                    North         East    Units  Estimated Accuracy
 HV3216;SPC VA N     - 2,091,200.    3,548,640.      MT  (+/- 180 meters Scaled)
 HV3216
 HV3216                          SUPERSEDED SURVEY CONTROL
 HV3216
 HV3216  NGVD 29 (??/??/??)  118.112  (m)          387.51   (f) ADJUSTED    2 0
 HV3216
 HV3216.Superseded values are not recommended for survey control.
 HV3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3216.See file dsdata.txt to determine how the superseded data were derived.
 HV3216
 HV3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH433639(NAD 83)
 HV3216_MARKER: Q = CHISELED SQUARE
 HV3216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3216_SP_SET: STEPS
 HV3216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3216
 HV3216  HISTORY     - Date     Condition        Report By
 HV3216  HISTORY     - UNK      MONUMENTED       USGS
 HV3216  HISTORY     - 1935     GOOD             CGS
 HV3216  HISTORY     - 1942     GOOD             CGS
 HV3216  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HV3216
 HV3216                          STATION DESCRIPTION
 HV3216
 HV3216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3216'3 MI NE FROM CULPEPER.
 HV3216'3.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HV3216'AT CULPEPER, CULPEPER COUNTY, AT INLET, ABOUT 60 FEET SOUTHWEST
 HV3216'OF THE CENTER OF A ROAD CROSSING, ABOUT 70 FEET SOUTHEAST OF
 HV3216'THE SOUTHEAST RAIL, AND ON THE TOP OF THE CONCRETE STEP TO THE
 HV3216'MEYER STORE.  A CHISELED SQUARE.
 HV3216
 HV3216                          STATION RECOVERY (1942)
 HV3216
 HV3216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HV3216'RECOVERED IN GOOD CONDITION.
 HV3216
 HV3216                          STATION RECOVERY (2001)
 HV3216
 HV3216'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3790 ***********************************************************************
 HV3790  DESIGNATION -  387.4 USGS
 HV3790  PID         -  HV3790
 HV3790  STATE/COUNTY-  VA/CULPEPER
 HV3790  USGS QUAD   -  JEFFERSONTON (1983)
 HV3790
 HV3790                         *CURRENT SURVEY CONTROL
 HV3790  ___________________________________________________________________
 HV3790* NAD 83(1986)-  38 37 40.     (N)    077 56 16.     (W)     SCALED    
 HV3790* NAVD 88     -       117.713  (meters)     386.20   (feet)  ADJUSTED  
 HV3790  ___________________________________________________________________
 HV3790  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3790  DYNAMIC HT  -         117.640 (meters)     385.96  (feet)  COMP
 HV3790  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 HV3790
 HV3790  VERT ORDER  -  SECOND    CLASS 0
 HV3790
 HV3790.The horizontal coordinates were scaled from a topographic map and have
 HV3790.an estimated accuracy of +/- 6 seconds.
 HV3790
 HV3790.The orthometric height was determined by differential leveling
 HV3790.and adjusted by the National Geodetic Survey in June 1991..
 HV3790
 HV3790.The geoid height was determined by GEOID03.
 HV3790
 HV3790.The dynamic height is computed by dividing the NAVD 88
 HV3790.geopotential number by the normal gravity value computed on the
 HV3790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3790.degrees latitude (g = 980.6199 gals.).
 HV3790
 HV3790.The modeled gravity was interpolated from observed gravity values.
 HV3790
 HV3790;                    North         East    Units  Estimated Accuracy
 HV3790;SPC VA N     - 2,106,830.    3,548,960.      MT  (+/- 180 meters Scaled)
 HV3790
 HV3790                          SUPERSEDED SURVEY CONTROL
 HV3790
 HV3790  NGVD 29 (??/??/??)  117.918  (m)          386.87   (f) ADJUSTED    2 0
 HV3790
 HV3790.Superseded values are not recommended for survey control.
 HV3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3790.See file dsdata.txt to determine how the superseded data were derived.
 HV3790
 HV3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH442795(NAD 83)
 HV3790_MARKER: N = NAIL
 HV3790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3790_SP_SET: CEDAR TREE ROOT
 HV3790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3790
 HV3790  HISTORY     - Date     Condition        Report By
 HV3790  HISTORY     - UNK      MONUMENTED       USGS
 HV3790  HISTORY     - 1941     GOOD             CGS
 HV3790  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HV3790
 HV3790                          STATION DESCRIPTION
 HV3790
 HV3790'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3790'4.3 MI NE FROM RIXEYVILLE.
 HV3790'4.3 MILES NORTH-EAST ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 HV3790'AT RIXEYVILLE, 20 FEET SOUTHWEST OF ROAD FORK, IN ROOT OF
 HV3790'18-INCH CEDER TREE, SOUTH OF ROAD, WEST OF 29.  A STANDARD
 HV3790'U.S.G.S. COPPER NAIL AND WASHER.
 HV3790
 HV3790                          STATION RECOVERY (2001)
 HV3790
 HV3790'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0749 ***********************************************************************
 GW0749  DESIGNATION -  389.43
 GW0749  PID         -  GW0749
 GW0749  STATE/COUNTY-  VA/ALBEMARLE
 GW0749  USGS QUAD   -  ESMONT (1987)
 GW0749
 GW0749                         *CURRENT SURVEY CONTROL
 GW0749  ___________________________________________________________________
 GW0749* NAD 83(1986)-  37 49 49.     (N)    078 32 04.     (W)     SCALED    
 GW0749* NAVD 88     -       118.508  (meters)     388.81   (feet)  ADJUSTED  
 GW0749  ___________________________________________________________________
 GW0749  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW0749  DYNAMIC HT  -         118.426 (meters)     388.54  (feet)  COMP
 GW0749  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 GW0749
 GW0749  VERT ORDER  -  SECOND    CLASS 0
 GW0749
 GW0749.The horizontal coordinates were scaled from a topographic map and have
 GW0749.an estimated accuracy of +/- 6 seconds.
 GW0749
 GW0749.The orthometric height was determined by differential leveling
 GW0749.and adjusted by the National Geodetic Survey in June 1991..
 GW0749
 GW0749.The geoid height was determined by GEOID03.
 GW0749
 GW0749.The dynamic height is computed by dividing the NAVD 88
 GW0749.geopotential number by the normal gravity value computed on the
 GW0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0749.degrees latitude (g = 980.6199 gals.).
 GW0749
 GW0749.The modeled gravity was interpolated from observed gravity values.
 GW0749
 GW0749;                    North         East    Units  Estimated Accuracy
 GW0749;SPC VA S     - 1,166,130.    3,496,970.      MT  (+/- 180 meters Scaled)
 GW0749
 GW0749                          SUPERSEDED SURVEY CONTROL
 GW0749
 GW0749  NGVD 29 (??/??/92)  118.777  (m)          389.69   (f) ADJ UNCH    2 0
 GW0749
 GW0749.Superseded values are not recommended for survey control.
 GW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0749.See file dsdata.txt to determine how the superseded data were derived.
 GW0749
 GW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB169898(NAD 83)
 GW0749_MARKER: Q = CHISELED SQUARE
 GW0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0749_SP_SET: CULVERT
 GW0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0749
 GW0749  HISTORY     - Date     Condition        Report By
 GW0749  HISTORY     - UNK      MONUMENTED       USGS
 GW0749  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0749
 GW0749                          STATION DESCRIPTION
 GW0749
 GW0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0749'0.8 MI SE FROM GLENDOWER.
 GW0749'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 613, 51 FEET SOUTH OF THE
 GW0749'JUNCTION OF A DIRT ROAD, 12 FEET EAST OF THE CENTER LINE OF THE
 GW0749'HIGHWAY, AND IN THE TOP OF THE WING WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2700 ***********************************************************************
 GV2700  DESIGNATION -  389.6 USGS
 GV2700  PID         -  GV2700
 GV2700  STATE/COUNTY-  VA/LOUISA
 GV2700  USGS QUAD   -  BUCKNER (1973)
 GV2700
 GV2700                         *CURRENT SURVEY CONTROL
 GV2700  ___________________________________________________________________
 GV2700* NAD 83(1986)-  37 53 04.     (N)    077 47 02.     (W)     SCALED    
 GV2700* NAVD 88     -       118.35   (+/-2cm)     388.3    (feet)  VERTCON   
 GV2700  ___________________________________________________________________
 GV2700  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GV2700
 GV2700  VERT ORDER  -  ? (See Below)
 GV2700
 GV2700.The horizontal coordinates were scaled from a topographic map and have
 GV2700.an estimated accuracy of +/- 6 seconds.
 GV2700
 GV2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2700.The vertical order pertains to the NGVD 29 superseded value.
 GV2700
 GV2700.The geoid height was determined by GEOID03.
 GV2700
 GV2700;                    North         East    Units  Estimated Accuracy
 GV2700;SPC VA S     - 1,172,380.    3,563,000.      MT  (+/- 180 meters Scaled)
 GV2700
 GV2700                          SUPERSEDED SURVEY CONTROL
 GV2700
 GV2700  NGVD 29 (??/??/??)  118.619  (m)          389.17   (f) ADJUSTED    ?  
 GV2700
 GV2700.Superseded values are not recommended for survey control.
 GV2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2700.See file dsdata.txt to determine how the superseded data were derived.
 GV2700
 GV2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG551966(NAD 83)
 GV2700_MARKER: N = NAIL
 GV2700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2700_SP_SET: OAK TREE
 GV2700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2700
 GV2700  HISTORY     - Date     Condition        Report By
 GV2700  HISTORY     - UNK      MONUMENTED       USGS
 GV2700  HISTORY     - 1935     GOOD             NGS
 GV2700  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2700  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2700
 GV2700                          STATION DESCRIPTION
 GV2700
 GV2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GV2700'0.8 MI N FROM LOCUST CREEK.
 GV2700'0.8 MILE NORTH ALONG SECONDARY STATE HIGHWAY 635 FROM THE E.N.
 GV2700'THACKER STORE AT LOCUST CREEK, LOUISA COUNTY, 65 FEET NORTH OF
 GV2700'THE CENTERLINE OF A ROAD LEADING WEST TO A WOODED AREA, 20 FEET
 GV2700'WEST OF THE CENTERLINE OF THE MAIN ROAD, AND IN THE ROOT OF A
 GV2700'10-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV2700'COPPER NAIL AND WASHER.
 GV2700
 GV2700                          STATION RECOVERY (1998)
 GV2700
 GV2700'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2700'MARK NOT FOUND.
 GV2700
 GV2700                          STATION RECOVERY (2002)
 GV2700
 GV2700'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5286 ***********************************************************************
 GV5286  DESIGNATION -  39
 GV5286  PID         -  GV5286
 GV5286  STATE/COUNTY-  VA/C OF RICHMOND
 GV5286  USGS QUAD   -  RICHMOND (1994)
 GV5286
 GV5286                         *CURRENT SURVEY CONTROL
 GV5286  ___________________________________________________________________
 GV5286* NAD 83(1993)-  37 30 09.11202(N)    077 27 59.57266(W)     ADJUSTED  
 GV5286* NAVD 88     -        54.85   (+/-2cm)     180.0    (feet)  VERTCON   
 GV5286  ___________________________________________________________________
 GV5286  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV5286  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5286
 GV5286  HORZ ORDER  -  SECOND
 GV5286  VERT ORDER  -  THIRD ? (See Below)
 GV5286
 GV5286.The horizontal coordinates were established by classical geodetic methods
 GV5286.and adjusted by the National Geodetic Survey in November 1994..
 GV5286
 GV5286.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5286.The vertical order pertains to the NGVD 29 superseded value.
 GV5286
 GV5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5286
 GV5286.The geoid height was determined by GEOID03.
 GV5286
 GV5286;                    North         East     Units Scale Factor Converg.
 GV5286;SPC VA S     - 1,130,252.290 3,591,373.809   MT  0.99994817   +0 37 38.0
 GV5286;SPC VA S     - 3,708,169.39 11,782,698.91   sFT  0.99994817   +0 37 38.0
 GV5286;UTM  18      - 4,153,480.237   281,971.413   MT  1.00018558   -1 30 08.0
 GV5286
 GV5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5286!SPC VA S     -   0.99999658  x   0.99994817  =   0.99994475
 GV5286!UTM  18      -   0.99999658  x   1.00018558  =   1.00018216
 GV5286
 GV5286:                Primary Azimuth Mark                     Grid Az
 GV5286:SPC VA S     -  38                                       113 51 22.7
 GV5286:UTM  18      -  38                                       115 59 08.7
 GV5286
 GV5286|---------------------------------------------------------------------|
 GV5286| PID    Reference Object                     Distance      Geod. Az  |
 GV5286|                                                           dddmmss.s |
 GV5286| GV5552 38                                  APPROX. 1.4 KM 1142900.7 |
 GV5286| DC5497 39 RM                                11.066 METERS 21747     |
 GV5286| GV5287 108 C OF R 1972                     209.236 METERS 23321     |
 GV5286| GV5288 40                                  409.378 METERS 2964008.2 |
 GV5286|---------------------------------------------------------------------|
 GV5286
 GV5286                          SUPERSEDED SURVEY CONTROL
 GV5286
 GV5286  NAD 83(1986)-  37 30 09.11827(N)    077 27 59.58968(W) AD(       ) 2
 GV5286  NAD 27      -  37 30 08.58896(N)    077 28 00.64549(W) AD(       ) 2
 GV5286  NGVD 29 (07/19/86)   55.16   (m)          181.0    (f) LEVELING    3  
 GV5286
 GV5286.Superseded values are not recommended for survey control.
 GV5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5286.See file dsdata.txt to determine how the superseded data were derived.
 GV5286
 GV5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8197153480(NAD 83)
 GV5286_MARKER: Z = SEE DESCRIPTION
 GV5286_SETTING: 0 = UNSPECIFIED SETTING
 GV5286
 GV5286  HISTORY     - Date     Condition        Report By
 GV5286  HISTORY     - 1972     MONUMENTED       VA2060
 GV5286  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5286  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5286  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5286  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV5286
 GV5286                          STATION DESCRIPTION
 GV5286
 GV5286'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5286'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5286'SOUTH ON BELT BLVD. 1.90 MILES TO INTERSECTION WITH BROAD ROCK RD.,
 GV5286'THENCE EAST ON BROAD ROCK RD. 0.25 MILE TO POINT NO. 39.
 GV5286'
 GV5286'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5286'
 GV5286'56.4 FEET S. W. OF SUPPORT POLE FOR VEPCO POLE NO. 11701, 12.1 FEET
 GV5286'S. E. OF E. P. OF BROAD ROCK RD., 9.2 FEET S. W. OF CENTER OF R. R.
 GV5286'TRACKS.
 GV5286'
 GV5286'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5286'CENTER OF PIN, SET FLUSH TO GROUND.  20.0 FEET S. E. OF E. P. OF
 GV5286'BROAD ROCK RD., 58.6 FEET N. E. OF CENTER OF FIRE HYD., 23.0 FEET
 GV5286'S. W. OF METAL R. R. CROSSING SIGN (CENTER).
 GV5286'
 GV5286'DISTANCE BETWEEN PT. 39 AND R. M. IS 36.32 FT., 11.066 M.
 GV5286'
 GV5286'NEAREST TOWN--RICHMOND.
 GV5286
 GV5286                          STATION RECOVERY (1995)
 GV5286
 GV5286'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5286'MARK NOT FOUND.
 GV5286
 GV5286                          STATION RECOVERY (2000)
 GV5286
 GV5286'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5286'MARK NOT FOUND.
 GV5286
 GV5286                          STATION RECOVERY (2003)
 GV5286
 GV5286'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5286'MARK NOT FOUND.
 GV5286
 GV5286                          STATION RECOVERY (2005)
 GV5286
 GV5286'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5286'SEARCHED AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0677 ***********************************************************************
 HW0677  DESIGNATION -  39 D
 HW0677  PID         -  HW0677
 HW0677  STATE/COUNTY-  VA/LOUISA
 HW0677  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0677
 HW0677                         *CURRENT SURVEY CONTROL
 HW0677  ___________________________________________________________________
 HW0677* NAD 83(1986)-  38 03 45.     (N)    078 10 07.     (W)     SCALED    
 HW0677* NAVD 88     -       133.122  (meters)     436.75   (feet)  ADJUSTED  
 HW0677  ___________________________________________________________________
 HW0677  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HW0677  DYNAMIC HT  -         133.033 (meters)     436.46  (feet)  COMP
 HW0677  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 HW0677
 HW0677  VERT ORDER  -  SECOND    CLASS 0
 HW0677
 HW0677.The horizontal coordinates were scaled from a topographic map and have
 HW0677.an estimated accuracy of +/- 6 seconds.
 HW0677
 HW0677.The orthometric height was determined by differential leveling
 HW0677.and adjusted by the National Geodetic Survey in June 1991..
 HW0677
 HW0677.The geoid height was determined by GEOID03.
 HW0677
 HW0677.The dynamic height is computed by dividing the NAVD 88
 HW0677.geopotential number by the normal gravity value computed on the
 HW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0677.degrees latitude (g = 980.6199 gals.).
 HW0677
 HW0677.The modeled gravity was interpolated from observed gravity values.
 HW0677
 HW0677;                    North         East    Units  Estimated Accuracy
 HW0677;SPC VA S     - 1,191,950.    3,529,080.      MT  (+/- 180 meters Scaled)
 HW0677
 HW0677                          SUPERSEDED SURVEY CONTROL
 HW0677
 HW0677  NGVD 29 (??/??/92)  133.376  (m)          437.58   (f) ADJ UNCH    2 0
 HW0677
 HW0677.Superseded values are not recommended for survey control.
 HW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0677.See file dsdata.txt to determine how the superseded data were derived.
 HW0677
 HW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC484165(NAD 83)
 HW0677_MARKER: DD = SURVEY DISK
 HW0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0677_STAMPING: 39 D 1929
 HW0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0677+STABILITY: SURFACE MOTION
 HW0677
 HW0677  HISTORY     - Date     Condition        Report By
 HW0677  HISTORY     - 1929     MONUMENTED       USGS
 HW0677  HISTORY     - 1935     GOOD             NGS
 HW0677  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0677  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 HW0677
 HW0677                          STATION DESCRIPTION
 HW0677
 HW0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0677'5.4 MI W FROM TREVILIANS.
 HW0677'5.4 MILES WEST ALONG STATE HIGHWAY 4 FROM THE CHESAPEAKE AND
 HW0677'OHIO RAILWAY STATION AT TREVILIANS, LOUISA COUNTY, AT THE JUNCTION
 HW0677'OF SECONDARY STATE HIGHWAY 638, 42 FEET WEST OF THE CENTERLINE
 HW0677'OF THE MAIN HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 HW0677'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HW0677'39 D 1929 AND SET IN THE TOP OF A CONCRETE POST.
 HW0677
 HW0677                          STATION RECOVERY (1998)
 HW0677
 HW0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0677'MARK NOT FOUND.
 HW0677
 HW0677                          STATION RECOVERY (2002)
 HW0677
 HW0677'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3901 ***********************************************************************
 HV3901  DESIGNATION -  39 USGS
 HV3901  PID         -  HV3901
 HV3901  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3901  USGS QUAD   -  NOKESVILLE (1994)
 HV3901
 HV3901                         *CURRENT SURVEY CONTROL
 HV3901  ___________________________________________________________________
 HV3901* NAD 83(1986)-  38 42 15.     (N)    077 34 11.     (W)     SCALED    
 HV3901* NAVD 88     -        79.213  (meters)     259.88   (feet)  ADJUSTED  
 HV3901  ___________________________________________________________________
 HV3901  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV3901  DYNAMIC HT  -          79.168 (meters)     259.74  (feet)  COMP
 HV3901  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 HV3901
 HV3901  VERT ORDER  -  SECOND    CLASS 0
 HV3901
 HV3901.The horizontal coordinates were scaled from a topographic map and have
 HV3901.an estimated accuracy of +/- 6 seconds.
 HV3901
 HV3901.The orthometric height was determined by differential leveling
 HV3901.and adjusted by the National Geodetic Survey in June 1991..
 HV3901
 HV3901.The geoid height was determined by GEOID03.
 HV3901
 HV3901.The dynamic height is computed by dividing the NAVD 88
 HV3901.geopotential number by the normal gravity value computed on the
 HV3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3901.degrees latitude (g = 980.6199 gals.).
 HV3901
 HV3901.The modeled gravity was interpolated from observed gravity values.
 HV3901
 HV3901;                    North         East    Units  Estimated Accuracy
 HV3901;SPC VA N     - 2,115,570.    3,580,920.      MT  (+/- 180 meters Scaled)
 HV3901
 HV3901                          SUPERSEDED SURVEY CONTROL
 HV3901
 HV3901  NGVD 29 (??/??/??)   79.460  (m)          260.69   (f) ADJUSTED    2 0
 HV3901
 HV3901.Superseded values are not recommended for survey control.
 HV3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3901.See file dsdata.txt to determine how the superseded data were derived.
 HV3901
 HV3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH765870(NAD 83)
 HV3901_MARKER: Z = SEE DESCRIPTION
 HV3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3901_STAMPING: 39
 HV3901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3901+STABILITY: SURFACE MOTION
 HV3901
 HV3901  HISTORY     - Date     Condition        Report By
 HV3901  HISTORY     - UNK      MONUMENTED       USGS
 HV3901  HISTORY     - 1935     GOOD             CGS
 HV3901
 HV3901                          STATION DESCRIPTION
 HV3901
 HV3901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3901'0.7 MI NE FROM NOKESVILLE.
 HV3901'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3901'POST OFFICE AT NOKESVILLE, PRINCE WILLIAM COUNTY, AND 9 FEET
 HV3901'NORTHWEST OF THE NORTHWEST RAIL.  A COPPER PLUG, STAMPED 39 AND
 HV3901'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0649 ***********************************************************************
 FY0649  DESIGNATION -  393
 FY0649  PID         -  FY0649
 FY0649  STATE/COUNTY-  VA/HALIFAX
 FY0649  USGS QUAD   -  NATHALIE (1990)
 FY0649
 FY0649                         *CURRENT SURVEY CONTROL
 FY0649  ___________________________________________________________________
 FY0649* NAD 83(1986)-  36 59 09.     (N)    078 54 22.     (W)     SCALED    
 FY0649* NAVD 88     -       117.567  (meters)     385.72   (feet)  ADJUSTED  
 FY0649  ___________________________________________________________________
 FY0649  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FY0649  DYNAMIC HT  -         117.478 (meters)     385.43  (feet)  COMP
 FY0649  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 FY0649
 FY0649  VERT ORDER  -  SECOND    CLASS 0
 FY0649
 FY0649.The horizontal coordinates were scaled from a topographic map and have
 FY0649.an estimated accuracy of +/- 6 seconds.
 FY0649
 FY0649.The orthometric height was determined by differential leveling
 FY0649.and adjusted by the National Geodetic Survey in June 1991..
 FY0649
 FY0649.The geoid height was determined by GEOID03.
 FY0649
 FY0649.The dynamic height is computed by dividing the NAVD 88
 FY0649.geopotential number by the normal gravity value computed on the
 FY0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0649.degrees latitude (g = 980.6199 gals.).
 FY0649
 FY0649.The modeled gravity was interpolated from observed gravity values.
 FY0649
 FY0649;                    North         East    Units  Estimated Accuracy
 FY0649;SPC VA S     - 1,072,490.    3,463,850.      MT  (+/- 180 meters Scaled)
 FY0649
 FY0649                          SUPERSEDED SURVEY CONTROL
 FY0649
 FY0649  NGVD 29 (??/??/92)  117.839  (m)          386.61   (f) ADJ UNCH    2 0
 FY0649
 FY0649.Superseded values are not recommended for survey control.
 FY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0649.See file dsdata.txt to determine how the superseded data were derived.
 FY0649
 FY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA863953(NAD 83)
 FY0649_MARKER: DD = SURVEY DISK
 FY0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0649_STAMPING: 393 ADJ 1903
 FY0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0649
 FY0649  HISTORY     - Date     Condition        Report By
 FY0649  HISTORY     - 1903     MONUMENTED       USGS
 FY0649  HISTORY     - 1935     GOOD             NGS
 FY0649
 FY0649                          STATION DESCRIPTION
 FY0649
 FY0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0649'AT CLARKTON.
 FY0649'AT CLARKTON, HALIFAX COUNTY, 64 FEET WEST OF THE WEST SIDE
 FY0649'OF THE NORFOLK AND WESTERN RAILWAY STATION, 110 FEET WEST OF
 FY0649'THE WEST RAIL OF THE MAIN TRACK, 65 FEET NORTHEAST OF THE
 FY0649'NORTHEAST CORNER OF A STORE BUILDING, AND IN A GRASS PLOT BETWEEN
 FY0649'THE STATION AND THE STORE.  A UNITED STATES GEOLOGICAL SURVEY
 FY0649'STANDARD CAP, STAMPED 393 ADJ 1903 AND RIVETED ON THE TOP OF
 FY0649'A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2504 ***********************************************************************
 HV2504  DESIGNATION -  39.3 USGS
 HV2504  PID         -  HV2504
 HV2504  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2504  USGS QUAD   -  QUANTICO (1994)
 HV2504
 HV2504                         *CURRENT SURVEY CONTROL
 HV2504  ___________________________________________________________________
 HV2504* NAD 83(1986)-  38 32 39.     (N)    077 16 45.     (W)     SCALED    
 HV2504* NAVD 88     -        11.658  (meters)      38.25   (feet)  ADJUSTED  
 HV2504  ___________________________________________________________________
 HV2504  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV2504  DYNAMIC HT  -          11.651 (meters)      38.23  (feet)  COMP
 HV2504  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 HV2504
 HV2504  VERT ORDER  -  FIRST     CLASS II
 HV2504
 HV2504.The horizontal coordinates were scaled from a topographic map and have
 HV2504.an estimated accuracy of +/- 6 seconds.
 HV2504
 HV2504.The orthometric height was determined by differential leveling
 HV2504.and adjusted by the National Geodetic Survey in June 1991..
 HV2504
 HV2504.The geoid height was determined by GEOID03.
 HV2504
 HV2504.The dynamic height is computed by dividing the NAVD 88
 HV2504.geopotential number by the normal gravity value computed on the
 HV2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2504.degrees latitude (g = 980.6199 gals.).
 HV2504
 HV2504.The modeled gravity was interpolated from observed gravity values.
 HV2504
 HV2504;                    North         East    Units  Estimated Accuracy
 HV2504;SPC VA N     - 2,098,110.    3,606,420.      MT  (+/- 180 meters Scaled)
 HV2504
 HV2504                          SUPERSEDED SURVEY CONTROL
 HV2504
 HV2504  NGVD 29 (??/??/??)   11.969  (m)           39.27   (f) ADJUSTED    1 2
 HV2504
 HV2504.Superseded values are not recommended for survey control.
 HV2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2504.See file dsdata.txt to determine how the superseded data were derived.
 HV2504
 HV2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH013686(NAD 83)
 HV2504_MARKER: Q = CHISELED SQUARE
 HV2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2504_SP_SET: SEMAPHORE FOUNDATION
 HV2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2504
 HV2504  HISTORY     - Date     Condition        Report By
 HV2504  HISTORY     - UNK      MONUMENTED       USGS
 HV2504  HISTORY     - 1941     GOOD             CGS
 HV2504  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV2504  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2504
 HV2504                          STATION DESCRIPTION
 HV2504
 HV2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2504'2 MI N FROM QUANTICO.
 HV2504'2.0 MILES SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2504'RAILROAD FROM THE STATION AT CHERRY HILL, PRINCE WILLIAM
 HV2504'COUNTY, 1.6 MILES NORTH OF QUANTICO, 400 FET NORTH OF A ROAD
 HV2504'CROSSING, AT SEMAPHORE 802, ON THE SOUTHWEST CORNER OF THE
 HV2504'CONCRETE FOUNDATION, AND 20 FEET EAST OF THE CENTERLINE OF THE
 HV2504'TRACK.  A CHISELED SQUARE.
 HV2504
 HV2504                          STATION RECOVERY (1971)
 HV2504
 HV2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2504'MARK NOT FOUND.
 HV2504
 HV2504                          STATION RECOVERY (1978)
 HV2504
 HV2504'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2699 ***********************************************************************
 GV2699  DESIGNATION -  393.1 USGS
 GV2699  PID         -  GV2699
 GV2699  STATE/COUNTY-  VA/LOUISA
 GV2699  USGS QUAD   -  DABNEYS (1980)
 GV2699
 GV2699                         *CURRENT SURVEY CONTROL
 GV2699  ___________________________________________________________________
 GV2699* NAD 83(1986)-  37 52 01.     (N)    077 47 09.     (W)     SCALED    
 GV2699* NAVD 88     -       119.434  (meters)     391.84   (feet)  ADJUSTED  
 GV2699  ___________________________________________________________________
 GV2699  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GV2699  DYNAMIC HT  -         119.355 (meters)     391.58  (feet)  COMP
 GV2699  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 GV2699
 GV2699  VERT ORDER  -  SECOND    CLASS 0
 GV2699
 GV2699.The horizontal coordinates were scaled from a topographic map and have
 GV2699.an estimated accuracy of +/- 6 seconds.
 GV2699
 GV2699.The orthometric height was determined by differential leveling
 GV2699.and adjusted by the National Geodetic Survey in June 1991..
 GV2699
 GV2699.The geoid height was determined by GEOID03.
 GV2699
 GV2699.The dynamic height is computed by dividing the NAVD 88
 GV2699.geopotential number by the normal gravity value computed on the
 GV2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2699.degrees latitude (g = 980.6199 gals.).
 GV2699
 GV2699.The modeled gravity was interpolated from observed gravity values.
 GV2699
 GV2699;                    North         East    Units  Estimated Accuracy
 GV2699;SPC VA S     - 1,170,440.    3,562,840.      MT  (+/- 180 meters Scaled)
 GV2699
 GV2699                          SUPERSEDED SURVEY CONTROL
 GV2699
 GV2699  NGVD 29 (??/??/??)  119.700  (m)          392.72   (f) ADJUSTED    2 0
 GV2699
 GV2699.Superseded values are not recommended for survey control.
 GV2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2699.See file dsdata.txt to determine how the superseded data were derived.
 GV2699
 GV2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG549947(NAD 83)
 GV2699_MARKER: N = NAIL
 GV2699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2699_SP_SET: OAK TREE
 GV2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2699
 GV2699  HISTORY     - Date     Condition        Report By
 GV2699  HISTORY     - UNK      MONUMENTED       USGS
 GV2699  HISTORY     - 1935     GOOD             CGS
 GV2699  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2699  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 GV2699
 GV2699                          STATION DESCRIPTION
 GV2699
 GV2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2699'AT LOCUST CREEK.
 GV2699'AT LOCUST CREEK, LOUISA COUNTY, ON U.S. HIGHWAY 33, 90 FEET
 GV2699'NORTHWEST OF THE E.N. THACKER STORE, 60 FEET WEST OF THE JUNCTION
 GV2699'OF SECONDARY STATE HIGHWAY 635, 20 FEET SOUTH OF THE CENTERLINE
 GV2699'OF THE MAIN HIGHWAY, AND IN THE ROOT OF A 48-INCH OAK TREE.  A
 GV2699'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 GV2699
 GV2699                          STATION RECOVERY (1998)
 GV2699
 GV2699'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2699'MARK NOT FOUND.
 GV2699
 GV2699                          STATION RECOVERY (2003)
 GV2699
 GV2699'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2699'ADJACENT PROPERTY OWNER ADVISED THAT A 48 INCH OAK TREE AT THE
 GV2699'DESCRIBED LOCATION HAD BEEN REMOVED. A SECOND LARGE OAK TREE IN THE
 GV2699'VICINITY DOES NOT MATCH THE DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0579 ***********************************************************************
 GW0579  DESIGNATION -  394
 GW0579  PID         -  GW0579
 GW0579  STATE/COUNTY-  VA/NELSON
 GW0579  USGS QUAD   -  GLADSTONE (1987)
 GW0579
 GW0579                         *CURRENT SURVEY CONTROL
 GW0579  ___________________________________________________________________
 GW0579* NAD 83(1986)-  37 34 31.     (N)    078 49 32.     (W)     SCALED    
 GW0579* NAVD 88     -       119.80   (+/-2cm)     393.0    (feet)  VERTCON   
 GW0579  ___________________________________________________________________
 GW0579  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW0579
 GW0579  VERT ORDER  -  ? (See Below)
 GW0579
 GW0579.The horizontal coordinates were scaled from a topographic map and have
 GW0579.an estimated accuracy of +/- 6 seconds.
 GW0579
 GW0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0579.The vertical order pertains to the NGVD 29 superseded value.
 GW0579
 GW0579.The geoid height was determined by GEOID03.
 GW0579
 GW0579;                    North         East    Units  Estimated Accuracy
 GW0579;SPC VA S     - 1,137,880.    3,471,240.      MT  (+/- 180 meters Scaled)
 GW0579
 GW0579                          SUPERSEDED SURVEY CONTROL
 GW0579
 GW0579  NGVD 29 (??/??/92)  120.050  (m)          393.86   (f) ADJ UNCH    ?  
 GW0579
 GW0579.Superseded values are not recommended for survey control.
 GW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0579.See file dsdata.txt to determine how the superseded data were derived.
 GW0579
 GW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB920609(NAD 83)
 GW0579_MARKER: Z = SEE DESCRIPTION
 GW0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0579_SP_SET: CONCRETE BASE
 GW0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0579
 GW0579  HISTORY     - Date     Condition        Report By
 GW0579  HISTORY     - UNK      MONUMENTED       CORR
 GW0579  HISTORY     - 1934     GOOD             NGS
 GW0579
 GW0579                          STATION DESCRIPTION
 GW0579
 GW0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0579'0.8 MI S FROM GREENWAY.
 GW0579'0.8 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0579'STATION AT GREENWAY, 0.2 MILE NORTH OF MILEPOST 115, ON THE EAST
 GW0579'SIDE OF THE TRACK, AT A SEMAPHORE, AND ON THE SOUTHWEST CORNER
 GW0579'OF THE CONCRETE BASE.  A PAINTED CIRCLE.  NOTE-- THAT THE CORNER
 GW0579'IS IN GOOD CONDITION BUT THAT THE PAINTED CIRCLE HAS DISAPPEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0747 ***********************************************************************
 GW0747  DESIGNATION -  394.27
 GW0747  PID         -  GW0747
 GW0747  STATE/COUNTY-  VA/ALBEMARLE
 GW0747  USGS QUAD   -  ESMONT (1987)
 GW0747
 GW0747                         *CURRENT SURVEY CONTROL
 GW0747  ___________________________________________________________________
 GW0747* NAD 83(1986)-  37 50 27.     (N)    078 32 55.     (W)     SCALED    
 GW0747* NAVD 88     -       119.988  (meters)     393.66   (feet)  ADJUSTED  
 GW0747  ___________________________________________________________________
 GW0747  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW0747  DYNAMIC HT  -         119.905 (meters)     393.39  (feet)  COMP
 GW0747  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 GW0747
 GW0747  VERT ORDER  -  SECOND    CLASS 0
 GW0747
 GW0747.The horizontal coordinates were scaled from a topographic map and have
 GW0747.an estimated accuracy of +/- 6 seconds.
 GW0747
 GW0747.The orthometric height was determined by differential leveling
 GW0747.and adjusted by the National Geodetic Survey in June 1991..
 GW0747
 GW0747.The geoid height was determined by GEOID03.
 GW0747
 GW0747.The dynamic height is computed by dividing the NAVD 88
 GW0747.geopotential number by the normal gravity value computed on the
 GW0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0747.degrees latitude (g = 980.6199 gals.).
 GW0747
 GW0747.The modeled gravity was interpolated from observed gravity values.
 GW0747
 GW0747;                    North         East    Units  Estimated Accuracy
 GW0747;SPC VA S     - 1,167,300.    3,495,720.      MT  (+/- 180 meters Scaled)
 GW0747
 GW0747                          SUPERSEDED SURVEY CONTROL
 GW0747
 GW0747  NGVD 29 (??/??/92)  120.256  (m)          394.54   (f) ADJ UNCH    2 0
 GW0747
 GW0747.Superseded values are not recommended for survey control.
 GW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0747.See file dsdata.txt to determine how the superseded data were derived.
 GW0747
 GW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB157909(NAD 83)
 GW0747_MARKER: Q = CHISELED SQUARE
 GW0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0747_SP_SET: BRIDGE
 GW0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0747
 GW0747  HISTORY     - Date     Condition        Report By
 GW0747  HISTORY     - UNK      MONUMENTED       USGS
 GW0747  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0747
 GW0747                          STATION DESCRIPTION
 GW0747
 GW0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0747'0.3 MI NW FROM GLENDOWER.
 GW0747'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 613, AT A CONCRETE BRIDGE,
 GW0747'AND ON THE TOP OF THE SOUTH CONCRETE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5365 ***********************************************************************
 HV5365  DESIGNATION -  3A
 HV5365  PID         -  HV5365
 HV5365  STATE/COUNTY-  VA/KING GEORGE
 HV5365  USGS QUAD   -  DAHLGREN (1983)
 HV5365
 HV5365                         *CURRENT SURVEY CONTROL
 HV5365  ___________________________________________________________________
 HV5365* NAD 83(1993)-  38 17 08.78810(N)    077 00 22.60904(W)     ADJUSTED  
 HV5365* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5365  ___________________________________________________________________
 HV5365  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 HV5365  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HV5365
 HV5365  HORZ ORDER  -  FIRST
 HV5365
 HV5365.The horizontal coordinates were established by classical geodetic methods
 HV5365.and adjusted by the National Geodetic Survey in November 1994..
 HV5365
 HV5365.The orthometric height was scaled from a topographic map.
 HV5365
 HV5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5365
 HV5365.The geoid height was determined by GEOID03.
 HV5365
 HV5365;                    North         East     Units Scale Factor Converg.
 HV5365;SPC VA N     - 2,069,782.700 3,630,675.988   MT  0.99996505   +0 55 56.1
 HV5365;SPC VA N     - 6,790,612.07 11,911,642.80   sFT  0.99996505   +0 55 56.1
 HV5365;SPC MD       -    68,723.809   399,450.533   MT  1.00000251   -0 00 14.2
 HV5365;SPC MD       -   225,471.36  1,310,530.62   sFT  1.00000251   -0 00 14.2
 HV5365;UTM  18      - 4,239,426.941   324,531.283   MT  0.99997920   -1 14 36.2
 HV5365
 HV5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5365!SPC VA N     -   1.00000481  x   0.99996505  =   0.99996986
 HV5365!SPC MD       -   1.00000481  x   1.00000251  =   1.00000732
 HV5365!UTM  18      -   1.00000481  x   0.99997920  =   0.99998401
 HV5365
 HV5365|---------------------------------------------------------------------|
 HV5365| PID    Reference Object                     Distance      Geod. Az  |
 HV5365|                                                           dddmmss.s |
 HV5365| DC6622 3A RM 1                              11.009 METERS 20139     |
 HV5365| HV5364 3 OFFSET                            APPROX. 0.8 KM 3255128.4 |
 HV5365|---------------------------------------------------------------------|
 HV5365
 HV5365                          SUPERSEDED SURVEY CONTROL
 HV5365
 HV5365  NAD 83(1993)-  38 17 08.78850(N)    077 00 22.61494(W) AD(       ) 1
 HV5365  NAD 83(1986)-  38 17 08.78835(N)    077 00 22.62424(W) AD(       ) 1
 HV5365  NAD 27      -  38 17 08.32700(N)    077 00 23.71600(W) AD(       ) 1
 HV5365
 HV5365.Superseded values are not recommended for survey control.
 HV5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5365.See file dsdata.txt to determine how the superseded data were derived.
 HV5365
 HV5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2453139427(NAD 83)
 HV5365_MARKER: Z = SEE DESCRIPTION
 HV5365_SETTING: 0 = UNSPECIFIED SETTING
 HV5365
 HV5365  HISTORY     - Date     Condition        Report By
 HV5365  HISTORY     - 1944     MONUMENTED       USN
 HV5365  HISTORY     - 1954     GOOD             CGS
 HV5365  HISTORY     - 1958     POOR             CGS
 HV5365  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HV5365  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5365  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5365  HISTORY     - 20040107 MARK NOT FOUND   USPSQD
 HV5365
 HV5365                          STATION DESCRIPTION
 HV5365
 HV5365'DESCRIBED BY US NAVY 1944
 HV5365'STATION IS ON THE SW SHORE OF THE POTOMAC RIVER, ON THE
 HV5365'PROPERTY OF MR. MALCOLM W. LEACH, ON THE EDGE OF A MARSH
 HV5365'WHICH DIVIDES HIS PROPERTY INTO TWO FIELDS.  IT IS 28 FEET
 HV5365'INSHORE OF HIGH-WATER MARK, 28 FEET NNW OF A GUT DRAINING
 HV5365'MARSH, AND 43 FEET E OF A WAGON TRAIL LEADING FROM ONE FIELD
 HV5365'TO THE OTHER, OVER WHICH THERE IS AN OLD BRIDGE ACROSS GUT.
 HV5365'
 HV5365'THE STATION IS A 2-1/2-INCH PIPE INSTRUMENT STAND WHICH IS
 HV5365'COVERED BY A 5- BY 5-FOOT TRIANGULATION HOUSE ON A 4-FOOT
 HV5365'CONCRETE FOUNDATION.
 HV5365'
 HV5365'NO SURFACE MARKS.
 HV5365
 HV5365                          STATION RECOVERY (1954)
 HV5365
 HV5365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5365'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HV5365'THE OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE
 HV5365'FOLLOWING.
 HV5365'
 HV5365'A REFERENCE MARK (R.M. NO. 1) WAS SET BY THIS PARTY.  IT IS
 HV5365'36.12 FEET SOUTHWEST OF THE STATION, 12 FEET SOUTH OF A 16
 HV5365'INCH SYCAMORE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE
 HV5365'AND 5 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 HV5365'6 INCHES AND THE DISK IS STAMPED 3A NO 1 1954.
 HV5365'
 HV5365'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HV5365'301 AND STATE HIGHWAY 205, ABOUT 6 MILES SOUTH OF DAHLGREN,
 HV5365'GO EASTERLY ON HIGHWAY 205 FOR 5.1 MILES TO THE INTERSECTION
 HV5365'OF STATE HIGHWAY 619 IN NINDE, TURN LEFT AND GO EAST ON
 HV5365'HIGHWAY 619 FOR 0.6 MILE TO THE INTERSECTION OF STATE HIGHWAY
 HV5365'618.  CONTINUE ON HIGHWAY 619 THROUGH TETOTUM FOR 0.1 MILE
 HV5365'TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO A FORK, TAKE
 HV5365'RIGHT FORK AND GO 1.9 MILES TO A GATE.  PASS THROUGH GATE
 HV5365'AND GO 0.4 MILE TO TRIANGULATION STATION 5A 2, THE POTOMAC
 HV5365'RIVER AND ETT.  PACK NORTHWEST ALONG BEACH FOR 0.4 MILE TO
 HV5365'THE 5 FT X 5 FT RANGE HOUSE AND THE STATION.
 HV5365
 HV5365                          STATION RECOVERY (1958)
 HV5365
 HV5365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5365'THE STATION WAS RECOVERED IN POOR CONDITION.  THE 5 X 5
 HV5365'FOOT BUILDING IS NOW LEANING TO THE NE AND HAS EVIDENTLY
 HV5365'BEEN ABANDONED BY THE NAVY SINCE A NEW TRIANGULATION HOUSE
 HV5365'HAS BEEN APPROXIMATELY 200 FEET NORTH OF THE OLD ONE.
 HV5365'
 HV5365'THE REFERENCE MARK NO. 1, SET BY D.A.J. IN 1954 WAS RECOVERED
 HV5365'IN GOOD CONDITION AS DESCRIBED.
 HV5365
 HV5365                          STATION RECOVERY (1961)
 HV5365
 HV5365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5365'THE STATION WAS FOUND LYING ON ITS SIDE.  THIS STATION SHOULD
 HV5365'BE CLASSIFIED AS DESTROYED.
 HV5365'
 HV5365'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION.
 HV5365
 HV5365                          STATION RECOVERY (1993)
 HV5365
 HV5365'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5365'MARK NOT FOUND.
 HV5365
 HV5365                          STATION RECOVERY (1999)
 HV5365
 HV5365'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5365'MARK NOT FOUND.
 HV5365
 HV5365                          STATION RECOVERY (2004)
 HV5365
 HV5365'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2952 ***********************************************************************
 HV2952  DESIGNATION -  4
 HV2952  PID         -  HV2952
 HV2952  STATE/COUNTY-  VA/KING GEORGE
 HV2952  USGS QUAD   -  DAHLGREN (1983)
 HV2952
 HV2952                         *CURRENT SURVEY CONTROL
 HV2952  ___________________________________________________________________
 HV2952* NAD 83(1986)-  38 19 41.     (N)    077 02 20.     (W)     SCALED    
 HV2952* NAVD 88     -         4.478  (meters)      14.69   (feet)  ADJUSTED  
 HV2952  ___________________________________________________________________
 HV2952  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HV2952  DYNAMIC HT  -           4.475 (meters)      14.68  (feet)  COMP
 HV2952  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 HV2952
 HV2952  VERT ORDER  -  FIRST     CLASS I
 HV2952
 HV2952.The horizontal coordinates were scaled from a topographic map and have
 HV2952.an estimated accuracy of +/- 6 seconds.
 HV2952
 HV2952.The orthometric height was determined by differential leveling
 HV2952.and adjusted by the National Geodetic Survey in June 1991..
 HV2952.WARNING-Repeat measurements at this control monument indicate possible
 HV2952.vertical movement.
 HV2952
 HV2952.The geoid height was determined by GEOID03.
 HV2952
 HV2952.The dynamic height is computed by dividing the NAVD 88
 HV2952.geopotential number by the normal gravity value computed on the
 HV2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2952.degrees latitude (g = 980.6199 gals.).
 HV2952
 HV2952.The modeled gravity was interpolated from observed gravity values.
 HV2952
 HV2952;                    North         East    Units  Estimated Accuracy
 HV2952;SPC VA N     - 2,074,430.    3,627,750.      MT  (+/- 180 meters Scaled)
 HV2952
 HV2952                          SUPERSEDED SURVEY CONTROL
 HV2952
 HV2952  NGVD 29 (05/17/90)    4.712  (m)           15.46   (f) ADJUSTED    1 1
 HV2952
 HV2952.Superseded values are not recommended for survey control.
 HV2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2952.See file dsdata.txt to determine how the superseded data were derived.
 HV2952
 HV2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH217441(NAD 83)
 HV2952_MARKER: DD = SURVEY DISK
 HV2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2952_SP_SET: CONCRETE POST
 HV2952_STAMPING: 4
 HV2952_MARK LOGO: USN   
 HV2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2952+STABILITY: SURFACE MOTION
 HV2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2952+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 HV2952
 HV2952  HISTORY     - Date     Condition        Report By
 HV2952  HISTORY     - UNK      MONUMENTED       DOD
 HV2952  HISTORY     - 1971     GOOD             NGS
 HV2952  HISTORY     - 1974     GOOD             NGS
 HV2952  HISTORY     - 1974     GOOD             NGS
 HV2952  HISTORY     - 1987     GOOD             NGS
 HV2952  HISTORY     - 19900226 GOOD             NGS
 HV2952  HISTORY     - 19981210 GOOD             USPSQD
 HV2952  HISTORY     - 20040107 GOOD             USPSQD
 HV2952
 HV2952                          STATION DESCRIPTION
 HV2952
 HV2952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2952'0.4 MI SE FROM DAHLGREN.
 HV2952'ABOUT 0.45 MILE SOUTHEAST ALONG DAHLGREN ROAD FROM THE POST
 HV2952'OFFICE AND THE MAIN GATE AT ENTRANCE TO THE U.S. NAVY PROVING
 HV2952'GROUNDS, AT THE EAST SIDE OF A SMALL TRIANGLE, 72 FEET NORTHEAST
 HV2952'OF THE CENTER LINE OF WELSH ROAD, 46 FEET SOUTHWEST OF THE
 HV2952'CENTER LINE OF DAHLGREN ROAD, 46 1/2 FEET NORTHWEST OF THE CENTER
 HV2952'LINE OF CAFFEE ROAD, 32 FEET EAST OF A 48-INCH OAK TREE, SET IN
 HV2952'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 1/2 INCHES
 HV2952'ABOVE THE LEVEL OF THE GROUND.
 HV2952
 HV2952                          STATION RECOVERY (1974)
 HV2952
 HV2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2952'RECOVERED IN GOOD CONDITION.
 HV2952
 HV2952                          STATION RECOVERY (1974)
 HV2952
 HV2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2952'RECOVERED IN GOOD CONDITION.
 HV2952
 HV2952                          STATION RECOVERY (1987)
 HV2952
 HV2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2952'RECOVERED IN GOOD CONDITION.
 HV2952
 HV2952                          STATION RECOVERY (1990)
 HV2952
 HV2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV2952'0.7 KM (0.43 MI) SOUTHEASTERLY ALONG DAHLGREN ROAD FROM THE MAIN GATE
 HV2952'OF THE NAVAL SURFACE WEAPONS CENTER IN DAHLGREN, AT THE EAST END OF A
 HV2952'SMALL TRIANGLE FORMED BY THE INTERSECTION OF 3 ROADS, 21.9 M
 HV2952'(71.85 FT) NORTHEAST OF THE CENTER OF WELSH ROAD, 14.0 M (45.93 FT)
 HV2952'SOUTHWEST OF THE CENTER OF THE ROAD, 14.0 M (45.93 FT) NORTHWEST OF
 HV2952'THE CENTER OF CAFFEE ROAD, AND IN TOP OF A CONCRETE MONUMENT THAT IS
 HV2952'FLUSH WITH THE GROUND SURFACE.
 HV2952
 HV2952                          STATION RECOVERY (1998)
 HV2952
 HV2952'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2952'RECOVERED IN GOOD CONDITION.
 HV2952
 HV2952                          STATION RECOVERY (2004)
 HV2952
 HV2952'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV2952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5568 ***********************************************************************
 GV5568  DESIGNATION -  4
 GV5568  PID         -  GV5568
 GV5568  STATE/COUNTY-  VA/C OF RICHMOND
 GV5568  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5568
 GV5568                         *CURRENT SURVEY CONTROL
 GV5568  ___________________________________________________________________
 GV5568* NAD 83(1993)-  37 28 09.50412(N)    077 28 08.86718(W)     ADJUSTED  
 GV5568* NAVD 88     -        49.03   (+/-2cm)     160.9    (feet)  VERTCON   
 GV5568  ___________________________________________________________________
 GV5568  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV5568  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5568
 GV5568  HORZ ORDER  -  SECOND
 GV5568  VERT ORDER  -  THIRD ? (See Below)
 GV5568
 GV5568.The horizontal coordinates were established by classical geodetic methods
 GV5568.and adjusted by the National Geodetic Survey in September 1995..
 GV5568
 GV5568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5568.The vertical order pertains to the NGVD 29 superseded value.
 GV5568
 GV5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5568
 GV5568.The geoid height was determined by GEOID03.
 GV5568
 GV5568;                    North         East     Units Scale Factor Converg.
 GV5568;SPC VA S     - 1,126,562.736 3,591,185.809   MT  0.99994697   +0 37 32.4
 GV5568;SPC VA S     - 3,696,064.58 11,782,082.11   sFT  0.99994697   +0 37 32.4
 GV5568;UTM  18      - 4,149,799.334   281,646.407   MT  1.00018733   -1 30 09.6
 GV5568
 GV5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5568!SPC VA S     -   0.99999750  x   0.99994697  =   0.99994447
 GV5568!UTM  18      -   0.99999750  x   1.00018733  =   1.00018483
 GV5568
 GV5568|---------------------------------------------------------------------|
 GV5568| PID    Reference Object                     Distance      Geod. Az  |
 GV5568|                                                           dddmmss.s |
 GV5568| GV5566 116 C OF R 1972                     249.118 METERS 01323     |
 GV5568| GV5558 3                                   APPROX. 0.7 KM 1274939.0 |
 GV5568| DC5498 4 RM                                 18.947 METERS 20641     |
 GV5568| GV5572 5                                   269.409 METERS 28823     |
 GV5568|---------------------------------------------------------------------|
 GV5568
 GV5568                          SUPERSEDED SURVEY CONTROL
 GV5568
 GV5568  NAD 83(1993)-  37 28 09.50410(N)    077 28 08.86705(W) AD(       ) 2
 GV5568  NAD 83(1986)-  37 28 09.51045(N)    077 28 08.88407(W) AD(       ) 2
 GV5568  NAD 27      -  37 28 08.97892(N)    077 28 09.93764(W) AD(       ) 2
 GV5568  NGVD 29 (07/19/86)   49.34   (m)          161.9    (f) LEVELING    3  
 GV5568
 GV5568.Superseded values are not recommended for survey control.
 GV5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5568.See file dsdata.txt to determine how the superseded data were derived.
 GV5568
 GV5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8164649799(NAD 83)
 GV5568_MARKER: Z = SEE DESCRIPTION
 GV5568_SETTING: 0 = UNSPECIFIED SETTING
 GV5568
 GV5568  HISTORY     - Date     Condition        Report By
 GV5568  HISTORY     - 1972     MONUMENTED       VA2060
 GV5568  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5568  HISTORY     - 19991023 GOOD             USPSQD
 GV5568  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 GV5568
 GV5568                          STATION DESCRIPTION
 GV5568
 GV5568'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5568'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5568'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 1.60 MILES
 GV5568'TO POINT NO 4.
 GV5568'
 GV5568'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5568'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5568'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5568'10 INCH BELOW GROUND.
 GV5568'
 GV5568'41.7 FEET S. W. - 12 INCH CEDAR, 21.5 FEET S. E. - 16 INCH OAK TREE,
 GV5568'26.0 FEET N. OF C/L WALMSLEY BLVD.
 GV5568'
 GV5568'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5568'CENTER OF PIN, SET FLUSH TO GROUND.  25.0 FEET E. - 20 INCH OAK,
 GV5568'14.2 FEET S. W. - 6 INCH HOLLY TREE, 25.2 FEET S. OF C/L WALMSLEY
 GV5568'BLVD.
 GV5568'
 GV5568'DISTANCE BETWEEN PT. 4 AND R. M. IS 62.19 FT., 18.947 M.
 GV5568'
 GV5568'NEAREST TOWN--RICHMOND.
 GV5568
 GV5568                          STATION RECOVERY (1995)
 GV5568
 GV5568'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5568'MARK NOT FOUND.
 GV5568
 GV5568                          STATION RECOVERY (1999)
 GV5568
 GV5568'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5568'RECOVERED IN GOOD CONDITION.
 GV5568
 GV5568                          STATION RECOVERY (2003)
 GV5568
 GV5568'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3378 ***********************************************************************
 HV3378  DESIGNATION -  4 D USGS
 HV3378  PID         -  HV3378
 HV3378  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3378  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3378
 HV3378                         *CURRENT SURVEY CONTROL
 HV3378  ___________________________________________________________________
 HV3378* NAD 83(1993)-  38 12 04.70921(N)    077 35 19.16916(W)     ADJUSTED  
 HV3378* NAVD 88     -        94.260  (meters)     309.25   (feet)  ADJUSTED  
 HV3378  ___________________________________________________________________
 HV3378  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HV3378  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3378  DYNAMIC HT  -          94.200 (meters)     309.05  (feet)  COMP
 HV3378  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HV3378
 HV3378  HORZ ORDER  -  SECOND
 HV3378  VERT ORDER  -  SECOND    CLASS 0
 HV3378
 HV3378.The horizontal coordinates were established by classical geodetic methods
 HV3378.and adjusted by the National Geodetic Survey in November 1994..
 HV3378
 HV3378.The orthometric height was determined by differential leveling
 HV3378.and adjusted by the National Geodetic Survey in June 1991..
 HV3378
 HV3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3378
 HV3378.The geoid height was determined by GEOID03.
 HV3378
 HV3378.The dynamic height is computed by dividing the NAVD 88
 HV3378.geopotential number by the normal gravity value computed on the
 HV3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3378.degrees latitude (g = 980.6199 gals.).
 HV3378
 HV3378.The modeled gravity was interpolated from observed gravity values.
 HV3378
 HV3378;                    North         East     Units Scale Factor Converg.
 HV3378;SPC VA N     - 2,059,740.201 3,579,822.756   MT  0.99997460   +0 34 07.6
 HV3378;SPC VA N     - 6,757,664.31 11,744,801.83   sFT  0.99997460   +0 34 07.6
 HV3378;UTM  18      - 4,231,318.891   273,327.118   MT  1.00023283   -1 36 05.7
 HV3378
 HV3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3378!SPC VA N     -   0.99999029  x   0.99997460  =   0.99996489
 HV3378!UTM  18      -   0.99999029  x   1.00023283  =   1.00022312
 HV3378
 HV3378                          SUPERSEDED SURVEY CONTROL
 HV3378
 HV3378  NAD 83(1986)-  38 12 04.71055(N)    077 35 19.18357(W) AD(       ) 2
 HV3378  NAD 27      -  38 12 04.23000(N)    077 35 20.23300(W) AD(       ) 2
 HV3378  NGVD 29 (??/??/??)   94.547  (m)          310.19   (f) ADJUSTED    2 0
 HV3378
 HV3378.Superseded values are not recommended for survey control.
 HV3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3378.See file dsdata.txt to determine how the superseded data were derived.
 HV3378
 HV3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7332731319(NAD 83)
 HV3378_MARKER: DD = SURVEY DISK
 HV3378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3378_SP_SET: CONCRETE WALK
 HV3378_STAMPING: 4 D 1929 310
 HV3378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3378
 HV3378  HISTORY     - Date     Condition        Report By
 HV3378  HISTORY     - 1929     MONUMENTED       USGS
 HV3378  HISTORY     - 1962     GOOD             CGS
 HV3378  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3378  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3378  HISTORY     - 20000915 MARK NOT FOUND   GEOMET
 HV3378
 HV3378                          STATION DESCRIPTION
 HV3378
 HV3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3378'AT SPOTSYLVANIA.
 HV3378'AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, ON THE CONCRETE PORCH FLOOR
 HV3378'OF THE COUNTY COURTHOUSE,  10.5 FEET WEST OF THE COURTHOUSE WALL,
 HV3378'5.5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALK, AND 1.4
 HV3378'FEET EAST OF THE WEST EDGE OF THE FLOOR.  A UNITED STATES
 HV3378'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4 D 1929.
 HV3378
 HV3378                          STATION RECOVERY (1995)
 HV3378
 HV3378'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3378'MARK NOT FOUND.
 HV3378
 HV3378                          STATION RECOVERY (1998)
 HV3378
 HV3378'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3378'MARK NOT FOUND.
 HV3378
 HV3378                          STATION RECOVERY (2000)
 HV3378
 HV3378'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV3378'BELIEVED TO BE DESTROYED.  CONCRETE WALK HAS BEEN REPLACED WITH A NEW
 HV3378'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0539 ***********************************************************************
 FX0539  DESIGNATION -  4 USN
 FX0539  PID         -  FX0539
 FX0539  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0539  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0539
 FX0539                         *CURRENT SURVEY CONTROL
 FX0539  ___________________________________________________________________
 FX0539* NAD 83(1986)-  36 48 51.     (N)    076 01 43.     (W)     SCALED    
 FX0539* NAVD 88     -         5.411  (meters)      17.75   (feet)  ADJUSTED  
 FX0539  ___________________________________________________________________
 FX0539  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX0539  DYNAMIC HT  -           5.407 (meters)      17.74  (feet)  COMP
 FX0539  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 FX0539
 FX0539  VERT ORDER  -  FIRST     CLASS I
 FX0539
 FX0539.The horizontal coordinates were scaled from a topographic map and have
 FX0539.an estimated accuracy of +/- 6 seconds.
 FX0539
 FX0539.The orthometric height was determined by differential leveling
 FX0539.and adjusted by the National Geodetic Survey in June 1991..
 FX0539
 FX0539.The geoid height was determined by GEOID03.
 FX0539
 FX0539.The dynamic height is computed by dividing the NAVD 88
 FX0539.geopotential number by the normal gravity value computed on the
 FX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0539.degrees latitude (g = 980.6199 gals.).
 FX0539
 FX0539.The modeled gravity was interpolated from observed gravity values.
 FX0539
 FX0539;                    North         East    Units  Estimated Accuracy
 FX0539;SPC VA S     - 1,056,250.    3,720,490.      MT  (+/- 180 meters Scaled)
 FX0539
 FX0539                          SUPERSEDED SURVEY CONTROL
 FX0539
 FX0539  NGVD 29 (??/??/92)    5.654  (m)           18.55   (f) ADJ UNCH    1 1
 FX0539
 FX0539.Superseded values are not recommended for survey control.
 FX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0539.See file dsdata.txt to determine how the superseded data were derived.
 FX0539
 FX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF082747(NAD 83)
 FX0539_MARKER: DD = SURVEY DISK
 FX0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0539_STAMPING: 4
 FX0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0539+STABILITY: SURFACE MOTION
 FX0539
 FX0539  HISTORY     - Date     Condition        Report By
 FX0539  HISTORY     - UNK      MONUMENTED       DOD
 FX0539  HISTORY     - 1963     GOOD             NGS
 FX0539  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 FX0539
 FX0539                          STATION DESCRIPTION
 FX0539
 FX0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0539'AT OCEANA NAVAL AIR STA.
 FX0539'AT OCEANA NAVAL AIR STATION, ABOUT 1.4 MILES NORTHWEST ALONG
 FX0539'PRINCESS ANNE FROM THE MAIN ENTRANCE, AT THE INTERSECTION OF
 FX0539'LONDON BRIDGE ROAD, 0.2 MILE SOUTH OF THE CONTROL TOWER, SET
 FX0539'IN THE APPROXIMATE CENTER OF A TRAFFIC CIRCLE, 40 FEET SOUTHWEST
 FX0539'OF NORTHEAST CURB OF THE TRAFFIC CIRCLE, 3.8 FEET SOUTHEAST
 FX0539'OF POWER POLE B 3, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 FX0539'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 FX0539'WITH THE GROUND.
 FX0539
 FX0539                          STATION RECOVERY (2001)
 FX0539
 FX0539'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0539'MARK NOT FOUND. THERE HAS BEEN EXTENSIVE LANDSCAPE WORK DONE IN THIS
 FX0539'AREA WHICH HAS PROBABLY RESULTED IN THE STATION BEING DESTROYED. POWER
 FX0539'POLE B-3 IS ALSO NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0945 ***********************************************************************
 FX0945  DESIGNATION -  40
 FX0945  PID         -  FX0945
 FX0945  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0945  USGS QUAD   -  RAYNOR (1968)
 FX0945
 FX0945                         *CURRENT SURVEY CONTROL
 FX0945  ___________________________________________________________________
 FX0945* NAD 83(1986)-  36 58 32.     (N)    076 51 36.     (W)     SCALED    
 FX0945* NAVD 88     -        11.915  (meters)      39.09   (feet)  POSTED    
 FX0945  ___________________________________________________________________
 FX0945  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 FX0945  DYNAMIC HT  -          11.910 (meters)      39.07  (feet)  COMP
 FX0945  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 FX0945
 FX0945  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0945
 FX0945.The horizontal coordinates were scaled from a topographic map and have
 FX0945.an estimated accuracy of +/- 6 seconds.
 FX0945
 FX0945.The orthometric height was determined by differential leveling
 FX0945.and adjusted by the National Geodetic Survey in 1992..
 FX0945.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0945.rate of 0.0 thru 1.0 mm/km.
 FX0945
 FX0945.The geoid height was determined by GEOID03.
 FX0945
 FX0945.The dynamic height is computed by dividing the NAVD 88
 FX0945.geopotential number by the normal gravity value computed on the
 FX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0945.degrees latitude (g = 980.6199 gals.).
 FX0945
 FX0945.The modeled gravity was interpolated from observed gravity values.
 FX0945
 FX0945;                    North         East    Units  Estimated Accuracy
 FX0945;SPC VA S     - 1,072,540.    3,646,010.      MT  (+/- 180 meters Scaled)
 FX0945
 FX0945                          SUPERSEDED SURVEY CONTROL
 FX0945
 FX0945  NGVD 29 (??/??/92)   12.307  (m)           40.38   (f) ADJ UNCH    2 0
 FX0945
 FX0945.Superseded values are not recommended for survey control.
 FX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0945.See file dsdata.txt to determine how the superseded data were derived.
 FX0945
 FX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF344937(NAD 83)
 FX0945_MARKER: DD = SURVEY DISK
 FX0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0945_SP_SET: CULVERT
 FX0945_STAMPING: 40 1918
 FX0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0945
 FX0945  HISTORY     - Date     Condition        Report By
 FX0945  HISTORY     - 1918     MONUMENTED       USGS
 FX0945  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX0945
 FX0945                          STATION DESCRIPTION
 FX0945
 FX0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0945'3.3 MI SW FROM MILL SWAMP CHURCH.
 FX0945'IN SOUTHAMPTON COUNTY, 3.3 MILES SOUTHWEST AND WEST ALONG
 FX0945'SECONDARY STATE HIGHWAY 621 FROM MILL SWAMP CHURCH, ISLE OF
 FX0945'WIGHT COUNTY, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 616
 FX0945'LEADING SOUTHWEST, 63 FEET SOUTHEAST OF THE CENTER LINE OF
 FX0945'SECONDARY STATE HIGHWAY 616, 10 FEET SOUTHWEST OF THE CENTER
 FX0945'LINE OF SECONDARY STATE HIGHWAY 621, 8.5 FEET NORTHEAST OF
 FX0945'A FENCE PARALLELING SECONDARY STATE HIGHWAY 621, AT A CONCRETE
 FX0945'CULVERT, AND IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST
 FX0945'HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FX0945'STAMPED 40 1918.  ROAD INTERSECTION HAS BEEN WIDENED AT THIS
 FX0945'POINT AND NO CULVERT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5288 ***********************************************************************
 GV5288  DESIGNATION -  40
 GV5288  PID         -  GV5288
 GV5288  STATE/COUNTY-  VA/C OF RICHMOND
 GV5288  USGS QUAD   -  RICHMOND (1994)
 GV5288
 GV5288                         *CURRENT SURVEY CONTROL
 GV5288  ___________________________________________________________________
 GV5288* NAD 83(1993)-  37 30 15.07168(N)    077 28 14.46709(W)     ADJUSTED  
 GV5288* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 GV5288  ___________________________________________________________________
 GV5288  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 GV5288  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5288
 GV5288  HORZ ORDER  -  SECOND
 GV5288  VERT ORDER  -  THIRD ? (See Below)
 GV5288
 GV5288.The horizontal coordinates were established by classical geodetic methods
 GV5288.and adjusted by the National Geodetic Survey in November 1994..
 GV5288
 GV5288.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5288.The vertical order pertains to the NGVD 29 superseded value.
 GV5288
 GV5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5288
 GV5288.The geoid height was determined by GEOID03.
 GV5288
 GV5288;                    North         East     Units Scale Factor Converg.
 GV5288;SPC VA S     - 1,130,432.007 3,591,006.013   MT  0.99994824   +0 37 29.0
 GV5288;SPC VA S     - 3,708,759.01 11,781,492.23   sFT  0.99994824   +0 37 29.0
 GV5288;UTM  18      - 4,153,673.543   281,610.463   MT  1.00018752   -1 30 17.3
 GV5288
 GV5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5288!SPC VA S     -   0.99999599  x   0.99994824  =   0.99994423
 GV5288!UTM  18      -   0.99999599  x   1.00018752  =   1.00018350
 GV5288
 GV5288:                Primary Azimuth Mark                     Grid Az
 GV5288:SPC VA S     -  39                                       116 02 30.1
 GV5288:UTM  18      -  39                                       118 10 16.4
 GV5288
 GV5288|---------------------------------------------------------------------|
 GV5288| PID    Reference Object                     Distance      Geod. Az  |
 GV5288|                                                           dddmmss.s |
 GV5288| GV5286 39                                  409.378 METERS 1163959.1 |
 GV5288| GV5289 41                                  499.896 METERS 2954443.8 |
 GV5288| DC5499 40 RM                                11.977 METERS 31916     |
 GV5288|---------------------------------------------------------------------|
 GV5288
 GV5288                          SUPERSEDED SURVEY CONTROL
 GV5288
 GV5288  NAD 83(1986)-  37 30 15.07796(N)    077 28 14.48412(W) AD(       ) 2
 GV5288  NAD 27      -  37 30 14.54864(N)    077 28 15.53954(W) AD(       ) 2
 GV5288  NGVD 29 (07/19/86)   58.93   (m)          193.3    (f) LEVELING    3  
 GV5288
 GV5288.Superseded values are not recommended for survey control.
 GV5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5288.See file dsdata.txt to determine how the superseded data were derived.
 GV5288
 GV5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8161053674(NAD 83)
 GV5288_MARKER: Z = SEE DESCRIPTION
 GV5288_SETTING: 0 = UNSPECIFIED SETTING
 GV5288
 GV5288  HISTORY     - Date     Condition        Report By
 GV5288  HISTORY     - 1972     MONUMENTED       VA2060
 GV5288  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5288  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5288  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5288  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV5288
 GV5288                          STATION DESCRIPTION
 GV5288
 GV5288'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5288'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, THENCE
 GV5288'SOUTH ON BELT BLVD. 1.60 MILES TO INTERSECTION WITH ROUTE 360,
 GV5288'THENCE EAST ON ROUTE 360 0.15 MILE TO POINT NO. 40.
 GV5288'
 GV5288'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5288'
 GV5288'9.5 FEET N. OF CENTER OF R. R. TRACKS, 62.2 FEET N. W. C/L OF RT.
 GV5288'360, 7.0 FEET S. E. OF END OF 14 INCHES CONCRETE DRAIN PIPE.
 GV5288'
 GV5288'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5288'CENTER OF PIN, SET FLUSH TO GROUND.  25.2 FEET N. E. OF CENTER OF
 GV5288'R. R. TRACKS, 32.5 FEET N. OF END OF 14 INCH CONC. DRAIN PIPE,
 GV5288'11.0 FEET W. OF END OF BILLBOARD SIGN.
 GV5288'
 GV5288'DISTANCE BETWEEN PT. 40 AND R. M. IS 39.29 FT., 11.971 M.
 GV5288'
 GV5288'NEAREST TOWN--RICHMOND.
 GV5288
 GV5288                          STATION RECOVERY (1995)
 GV5288
 GV5288'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5288'MARK NOT FOUND.
 GV5288
 GV5288                          STATION RECOVERY (2000)
 GV5288
 GV5288'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5288'MARK NOT FOUND.
 GV5288
 GV5288                          STATION RECOVERY (2003)
 GV5288
 GV5288'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5288'MARK NOT FOUND.
 GV5288
 GV5288                          STATION RECOVERY (2005)
 GV5288
 GV5288'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5288'SEARCHED AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2502 ***********************************************************************
 GW2502  DESIGNATION -  40 SKS
 GW2502  PID         -  GW2502
 GW2502  STATE/COUNTY-  VA/BEDFORD
 GW2502  USGS QUAD   -  MONTVALE (1977)
 GW2502
 GW2502                         *CURRENT SURVEY CONTROL
 GW2502  ___________________________________________________________________
 GW2502* NAD 83(1993)-  37 24 04.14779(N)    079 37 30.55230(W)     ADJUSTED  
 GW2502* NAVD 88     -       330.0    (meters)    1083.     (feet)  VERTCON   
 GW2502  ___________________________________________________________________
 GW2502  X           -     913,639.281 (meters)                     COMP
 GW2502  Y           -  -4,990,366.891 (meters)                     COMP
 GW2502  Z           -   3,853,035.553 (meters)                     COMP
 GW2502  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 GW2502  ELLIP HEIGHT-         297.80  (meters)          (05/17/02) GPS OBS
 GW2502  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW2502
 GW2502  HORZ ORDER  -  FIRST
 GW2502  ELLP ORDER  -  FOURTH    CLASS II
 GW2502
 GW2502.The horizontal coordinates were established by GPS observations
 GW2502.and adjusted by the National Geodetic Survey in September 1995..
 GW2502
 GW2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2502
 GW2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2502
 GW2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2502
 GW2502.The ellipsoidal height was determined by GPS observations
 GW2502.and is referenced to NAD 83.
 GW2502
 GW2502.The geoid height was determined by GEOID03.
 GW2502
 GW2502;                    North         East     Units Scale Factor Converg.
 GW2502;SPC VA S     - 1,119,094.728 3,400,384.586   MT  0.99994557   -0 40 58.4
 GW2502;SPC VA S     - 3,671,563.29 11,156,095.10   sFT  0.99994557   -0 40 58.4
 GW2502;UTM  17      - 4,140,261.860   621,685.895   MT  0.99978240   +0 50 06.6
 GW2502
 GW2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2502!SPC VA S     -   0.99995327  x   0.99994557  =   0.99989884
 GW2502!UTM  17      -   0.99995327  x   0.99978240  =   0.99973568
 GW2502
 GW2502                          SUPERSEDED SURVEY CONTROL
 GW2502
 GW2502  ELLIP H (09/08/95)  297.88   (m)                       GP(       ) 4 2
 GW2502  NAD 83(1993)-  37 24 04.14779(N)    079 37 30.55237(W) AD(       ) 1
 GW2502  ELLIP H (11/14/94)  297.87   (m)                       GP(       ) 4 2
 GW2502  NAD 83(1986)-  37 24 04.15478(N)    079 37 30.56425(W) AD(       ) 1
 GW2502  NGVD 29 (07/01/93)  330.2    (m)         1083.     (f) GPS OBS        
 GW2502
 GW2502.Superseded values are not recommended for survey control.
 GW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2502.See file dsdata.txt to determine how the superseded data were derived.
 GW2502
 GW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2168640262(NAD 83)
 GW2502_MARKER: DB = BENCH MARK DISK
 GW2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2502_SP_SET: CONCRETE POST
 GW2502_STAMPING: 40 SKS 1966
 GW2502_MARK LOGO: DI    
 GW2502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2502+STABILITY: SURFACE MOTION
 GW2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2502+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1992
 GW2502
 GW2502  HISTORY     - Date     Condition        Report By
 GW2502  HISTORY     - 1966     MONUMENTED       USGS
 GW2502  HISTORY     - 19920215 GOOD             MSI
 GW2502
 GW2502                          STATION DESCRIPTION
 GW2502
 GW2502'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2502'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.6
 GW2502'MI (5.8 KM) WEST OF THE TOWN OF KELSO MILL.
 GW2502'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 43 AND S.R. 682,
 GW2502'PROCEED APPROXIMATELY 3.4 MI (5.5 KM) WEST ALONG S.R. 682 TO THE
 GW2502'INTERSECTION WITH S.R. 680.  TURN RIGHT ONTO S.R. 680 AND TRAVEL 1.1
 GW2502'MI (1.8 KM) NORTH TO THE STATION ON THE LEFT.
 GW2502'THE STATION IS A GALVANIZED U.S.G.S. BENCHMARK DISK IN A SQUARE
 GW2502'CONCRETE POST PROTRUDING APPROXIMATELY 0.2 FT (0.1 M) ABOVE THE
 GW2502'GROUND SURFACE, STAMPED 40 SKS 1966.  THE MONUMENT IS LOCATED 3.1 FT
 GW2502'(0.9 M) SOUTHWEST OF A WITNESS POST, 4.3 FT (1.3 M) NORTHWEST OF A
 GW2502'POWER POLE, AND 24.4 FT (7.4 M) SOUTHWEST OF THE CENTERLINE OF S.R.
 GW2502'680.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1175 ***********************************************************************
 GV1175  DESIGNATION -  40 USGS
 GV1175  PID         -  GV1175
 GV1175  STATE/COUNTY-  VA/MIDDLESEX
 GV1175  USGS QUAD   -  URBANNA (1978)
 GV1175
 GV1175                         *CURRENT SURVEY CONTROL
 GV1175  ___________________________________________________________________
 GV1175* NAD 83(1986)-  37 39 06.     (N)    076 36 32.     (W)     SCALED    
 GV1175* NAVD 88     -        11.672  (meters)      38.29   (feet)  ADJUSTED  
 GV1175  ___________________________________________________________________
 GV1175  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 GV1175  DYNAMIC HT  -          11.664 (meters)      38.27  (feet)  COMP
 GV1175  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 GV1175
 GV1175  VERT ORDER  -  THIRD
 GV1175
 GV1175.The horizontal coordinates were scaled from a topographic map and have
 GV1175.an estimated accuracy of +/- 6 seconds.
 GV1175
 GV1175.The orthometric height was determined by differential leveling
 GV1175.and adjusted by the National Geodetic Survey in June 1991..
 GV1175
 GV1175.The geoid height was determined by GEOID03.
 GV1175
 GV1175.The dynamic height is computed by dividing the NAVD 88
 GV1175.geopotential number by the normal gravity value computed on the
 GV1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1175.degrees latitude (g = 980.6199 gals.).
 GV1175
 GV1175.The modeled gravity was interpolated from observed gravity values.
 GV1175
 GV1175;                    North         East    Units  Estimated Accuracy
 GV1175;SPC VA S     - 1,147,980.    3,666,870.      MT  (+/- 180 meters Scaled)
 GV1175
 GV1175                          SUPERSEDED SURVEY CONTROL
 GV1175
 GV1175  NGVD 29 (??/??/??)   12.053  (m)           39.54   (f) ADJUSTED    3 0
 GV1175
 GV1175.Superseded values are not recommended for survey control.
 GV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1175.See file dsdata.txt to determine how the superseded data were derived.
 GV1175
 GV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG580683(NAD 83)
 GV1175_MARKER: P = PIPE CAP
 GV1175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1175_STAMPING: 40 1916
 GV1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1175
 GV1175  HISTORY     - Date     Condition        Report By
 GV1175  HISTORY     - 1916     MONUMENTED       USGS
 GV1175  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1175  HISTORY     - 19980215 MARK NOT FOUND   USPSQD
 GV1175  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1175
 GV1175                          STATION DESCRIPTION
 GV1175
 GV1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1175'2.3 MI NW FROM URBANNA.
 GV1175'2.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 602 FROM THE
 GV1175'POST OFFICE AT URBANNA, AT A STORE CALLED LOVINGS MARKET, AT THE
 GV1175'JUNCTION OF SECONDARY STATE HIGHWAY 603, AND 25 FEET NORTHWEST
 GV1175'OF SECONDARY STATE HIGHWAY 603.  A U.S. GEOLOGICAL SURVEY STANDARD
 GV1175'CAP, STAMPED 40 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 GV1175'PIPE.
 GV1175
 GV1175                          STATION RECOVERY (1998)
 GV1175
 GV1175'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1175'MARK NOT FOUND.
 GV1175
 GV1175                          STATION RECOVERY (2003)
 GV1175
 GV1175'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3365 ***********************************************************************
 HV3365  DESIGNATION -  400.7 USGS
 HV3365  PID         -  HV3365
 HV3365  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3365  USGS QUAD   -  BROKENBURG (1981)
 HV3365
 HV3365                         *CURRENT SURVEY CONTROL
 HV3365  ___________________________________________________________________
 HV3365* NAD 83(1986)-  38 09 35.     (N)    077 44 15.     (W)     SCALED    
 HV3365* NAVD 88     -       121.833  (meters)     399.71   (feet)  ADJUSTED  
 HV3365  ___________________________________________________________________
 HV3365  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3365  DYNAMIC HT  -         121.754 (meters)     399.45  (feet)  COMP
 HV3365  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 HV3365
 HV3365  VERT ORDER  -  SECOND    CLASS 0
 HV3365
 HV3365.The horizontal coordinates were scaled from a topographic map and have
 HV3365.an estimated accuracy of +/- 6 seconds.
 HV3365
 HV3365.The orthometric height was determined by differential leveling
 HV3365.and adjusted by the National Geodetic Survey in June 1991..
 HV3365
 HV3365.The geoid height was determined by GEOID03.
 HV3365
 HV3365.The dynamic height is computed by dividing the NAVD 88
 HV3365.geopotential number by the normal gravity value computed on the
 HV3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3365.degrees latitude (g = 980.6199 gals.).
 HV3365
 HV3365.The modeled gravity was interpolated from observed gravity values.
 HV3365
 HV3365;                    North         East    Units  Estimated Accuracy
 HV3365;SPC VA N     - 2,055,010.    3,566,830.      MT  (+/- 180 meters Scaled)
 HV3365
 HV3365                          SUPERSEDED SURVEY CONTROL
 HV3365
 HV3365  NGVD 29 (??/??/??)  122.089  (m)          400.55   (f) ADJUSTED    2 0
 HV3365
 HV3365.Superseded values are not recommended for survey control.
 HV3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3365.See file dsdata.txt to determine how the superseded data were derived.
 HV3365
 HV3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH601270(NAD 83)
 HV3365_MARKER: N = NAIL
 HV3365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3365_SP_SET: OAK TREE ROOT
 HV3365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3365
 HV3365  HISTORY     - Date     Condition        Report By
 HV3365  HISTORY     - UNK      MONUMENTED       USGS
 HV3365  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3365  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3365
 HV3365                          STATION DESCRIPTION
 HV3365
 HV3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3365'0.8 MI NW FROM MARGO.
 HV3365'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 209 FROM THE SCHOOL
 HV3365'AT MARGO, SPOTSYLVANIA COUNTY, ABOUT 0.1 MILE NORTHWEST OF THE
 HV3365'JUNCTION OF COUNTY ROAD 659, 50 FEET SOUTH OF THE CENTER LINE
 HV3365'OF THE HIGHWAY, AND IN THE ROOT OF A 14-INCH OAK TREE.  A UNITED
 HV3365'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HV3365
 HV3365                          STATION RECOVERY (1998)
 HV3365
 HV3365'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0482 ***********************************************************************
 HW0482  DESIGNATION -  401
 HW0482  PID         -  HW0482
 HW0482  STATE/COUNTY-  VA/ALBEMARLE
 HW0482  USGS QUAD   -  KESWICK (1984)
 HW0482
 HW0482                         *CURRENT SURVEY CONTROL
 HW0482  ___________________________________________________________________
 HW0482* NAD 83(1986)-  38 03 40.     (N)    078 15 56.     (W)     SCALED    
 HW0482* NAVD 88     -       121.936  (meters)     400.05   (feet)  ADJUSTED  
 HW0482  ___________________________________________________________________
 HW0482  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW0482  DYNAMIC HT  -         121.853 (meters)     399.78  (feet)  COMP
 HW0482  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 HW0482
 HW0482  VERT ORDER  -  SECOND    CLASS 0
 HW0482
 HW0482.The horizontal coordinates were scaled from a topographic map and have
 HW0482.an estimated accuracy of +/- 6 seconds.
 HW0482
 HW0482.The orthometric height was determined by differential leveling
 HW0482.and adjusted by the National Geodetic Survey in June 1991..
 HW0482
 HW0482.The geoid height was determined by GEOID03.
 HW0482
 HW0482.The dynamic height is computed by dividing the NAVD 88
 HW0482.geopotential number by the normal gravity value computed on the
 HW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0482.degrees latitude (g = 980.6199 gals.).
 HW0482
 HW0482.The modeled gravity was interpolated from observed gravity values.
 HW0482
 HW0482;                    North         East    Units  Estimated Accuracy
 HW0482;SPC VA S     - 1,191,770.    3,520,580.      MT  (+/- 180 meters Scaled)
 HW0482
 HW0482                          SUPERSEDED SURVEY CONTROL
 HW0482
 HW0482  NGVD 29 (??/??/92)  122.180  (m)          400.85   (f) ADJ UNCH    2 0
 HW0482
 HW0482.Superseded values are not recommended for survey control.
 HW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0482.See file dsdata.txt to determine how the superseded data were derived.
 HW0482
 HW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC399161(NAD 83)
 HW0482_MARKER: DD = SURVEY DISK
 HW0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0482_STAMPING: 401 MAR 56 1929
 HW0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0482+STABILITY: SURFACE MOTION
 HW0482
 HW0482  HISTORY     - Date     Condition        Report By
 HW0482  HISTORY     - 1929     MONUMENTED       USGS
 HW0482  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0482
 HW0482                          STATION DESCRIPTION
 HW0482
 HW0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0482'AT COBHAM.
 HW0482'AT COBHAM, ALBEMARLE COUNTY, 500 FEET EAST OF THE CHESAPEAKE AND
 HW0482'OHIO RAILWAY STATION, 25 FEET NORTHEAST OF A PARK GATE, AND IN
 HW0482'A GRASSPLOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW0482'STAMPED 401 MAR 56 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3363 ***********************************************************************
 HV3363  DESIGNATION -  402.1 USGS
 HV3363  PID         -  HV3363
 HV3363  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3363  USGS QUAD   -  BELMONT (1983)
 HV3363
 HV3363                         *CURRENT SURVEY CONTROL
 HV3363  ___________________________________________________________________
 HV3363* NAD 83(1986)-  38 10 52.     (N)    077 45 50.     (W)     SCALED    
 HV3363* NAVD 88     -       122.243  (meters)     401.06   (feet)  ADJUSTED  
 HV3363  ___________________________________________________________________
 HV3363  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3363  DYNAMIC HT  -         122.164 (meters)     400.80  (feet)  COMP
 HV3363  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HV3363
 HV3363  VERT ORDER  -  SECOND    CLASS 0
 HV3363
 HV3363.The horizontal coordinates were scaled from a topographic map and have
 HV3363.an estimated accuracy of +/- 6 seconds.
 HV3363
 HV3363.The orthometric height was determined by differential leveling
 HV3363.and adjusted by the National Geodetic Survey in June 1991..
 HV3363
 HV3363.The geoid height was determined by GEOID03.
 HV3363
 HV3363.The dynamic height is computed by dividing the NAVD 88
 HV3363.geopotential number by the normal gravity value computed on the
 HV3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3363.degrees latitude (g = 980.6199 gals.).
 HV3363
 HV3363.The modeled gravity was interpolated from observed gravity values.
 HV3363
 HV3363;                    North         East    Units  Estimated Accuracy
 HV3363;SPC VA N     - 2,057,360.    3,564,490.      MT  (+/- 180 meters Scaled)
 HV3363
 HV3363                          SUPERSEDED SURVEY CONTROL
 HV3363
 HV3363  NGVD 29 (??/??/??)  122.496  (m)          401.89   (f) ADJUSTED    2 0
 HV3363
 HV3363.Superseded values are not recommended for survey control.
 HV3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3363.See file dsdata.txt to determine how the superseded data were derived.
 HV3363
 HV3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH579295(NAD 83)
 HV3363_MARKER: N = NAIL
 HV3363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3363_SP_SET: OAK TREE ROOT
 HV3363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3363
 HV3363  HISTORY     - Date     Condition        Report By
 HV3363  HISTORY     - UNK      MONUMENTED       USGS
 HV3363  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3363  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3363
 HV3363                          STATION DESCRIPTION
 HV3363
 HV3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3363'3 MI NW FROM MARGO.
 HV3363'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 209 FROM THE SCHOOL AT
 HV3363'MARGO, SPOTSYLVANIA COUNTY, 50 FEET SOUTHWEST OF THE POST OFFICE
 HV3363'AT PANIER, AND IN THE ROOT OF A 14-INCH OAK TREE, PAINTED USBM
 HV3363'402.1.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HV3363'AND WASHER.
 HV3363
 HV3363                          STATION RECOVERY (1998)
 HV3363
 HV3363'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0156 ***********************************************************************
 HW0156  DESIGNATION -  402.62
 HW0156  PID         -  HW0156
 HW0156  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0156  USGS QUAD   -  MASSIES CORNER (1994)
 HW0156
 HW0156                         *CURRENT SURVEY CONTROL
 HW0156  ___________________________________________________________________
 HW0156* NAD 83(1986)-  38 40 46.     (N)    078 04 25.     (W)     SCALED    
 HW0156* NAVD 88     -       122.474  (meters)     401.82   (feet)  ADJUSTED  
 HW0156  ___________________________________________________________________
 HW0156  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HW0156  DYNAMIC HT  -         122.395 (meters)     401.56  (feet)  COMP
 HW0156  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HW0156
 HW0156  VERT ORDER  -  SECOND    CLASS 0
 HW0156
 HW0156.The horizontal coordinates were scaled from a topographic map and have
 HW0156.an estimated accuracy of +/- 6 seconds.
 HW0156
 HW0156.The orthometric height was determined by differential leveling
 HW0156.and adjusted by the National Geodetic Survey in June 1991..
 HW0156
 HW0156.The geoid height was determined by GEOID03.
 HW0156
 HW0156.The dynamic height is computed by dividing the NAVD 88
 HW0156.geopotential number by the normal gravity value computed on the
 HW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0156.degrees latitude (g = 980.6199 gals.).
 HW0156
 HW0156.The modeled gravity was interpolated from observed gravity values.
 HW0156
 HW0156;                    North         East    Units  Estimated Accuracy
 HW0156;SPC VA N     - 2,112,500.    3,537,100.      MT  (+/- 180 meters Scaled)
 HW0156
 HW0156                          SUPERSEDED SURVEY CONTROL
 HW0156
 HW0156  NGVD 29 (??/??/92)  122.672  (m)          402.47   (f) ADJ UNCH    2 0
 HW0156
 HW0156.Superseded values are not recommended for survey control.
 HW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0156.See file dsdata.txt to determine how the superseded data were derived.
 HW0156
 HW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC545852(NAD 83)
 HW0156_MARKER: N = NAIL
 HW0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0156_SP_SET: TREE
 HW0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0156
 HW0156  HISTORY     - Date     Condition        Report By
 HW0156  HISTORY     - UNK      MONUMENTED       USGS
 HW0156  HISTORY     - 1941     GOOD             NGS
 HW0156
 HW0156                          STATION DESCRIPTION
 HW0156
 HW0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0156'3.2 MI S FROM BEN VENUE.
 HW0156'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 242 FROM THE CROSSING
 HW0156'OF U.S. HIGHWAY 211 AT BEN VENUE, RAPPAHANNOCK COUNTY, ABOUT 150
 HW0156'FEET NORTH OF THE NORTH END OF A WOODEN BRIDGE OVER BATTLE RUN
 HW0156'CREEK, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3
 HW0156'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN THE ROOT OF A
 HW0156'44-INCH ASH TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW0156'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1677 ***********************************************************************
 HV1677  DESIGNATION -  404 5 NPS
 HV1677  PID         -  HV1677
 HV1677  STATE/COUNTY-  VA/ARLINGTON
 HV1677  USGS QUAD   -  ALEXANDRIA (1994)
 HV1677
 HV1677                         *CURRENT SURVEY CONTROL
 HV1677  ___________________________________________________________________
 HV1677* NAD 83(1993)-  38 50 29.76265(N)    077 02 52.23114(W)     ADJUSTED  
 HV1677* NAVD 88     -         3.599  (meters)      11.81   (feet)  ADJUSTED  
 HV1677  ___________________________________________________________________
 HV1677  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV1677  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV1677  DYNAMIC HT  -           3.597 (meters)      11.80  (feet)  COMP
 HV1677  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 HV1677
 HV1677  HORZ ORDER  -  SECOND
 HV1677  VERT ORDER  -  SECOND    CLASS 0
 HV1677
 HV1677.The horizontal coordinates were established by classical geodetic methods
 HV1677.and adjusted by the National Geodetic Survey in November 1994..
 HV1677
 HV1677.The orthometric height was determined by differential leveling
 HV1677.and adjusted by the National Geodetic Survey in June 1991..
 HV1677
 HV1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1677
 HV1677.The geoid height was determined by GEOID03.
 HV1677
 HV1677.The dynamic height is computed by dividing the NAVD 88
 HV1677.geopotential number by the normal gravity value computed on the
 HV1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1677.degrees latitude (g = 980.6199 gals.).
 HV1677
 HV1677.The modeled gravity was interpolated from observed gravity values.
 HV1677
 HV1677;                    North         East     Units Scale Factor Converg.
 HV1677;SPC VA N     - 2,131,414.428 3,626,064.419   MT  0.99995601   +0 54 22.7
 HV1677;SPC VA N     - 6,992,815.50 11,896,513.01   sFT  0.99995601   +0 54 22.7
 HV1677;SPC MD       -   130,423.636   395,846.604   MT  0.99995003   -0 01 48.1
 HV1677;SPC MD       -   427,898.21  1,298,706.73   sFT  0.99995003   -0 01 48.1
 HV1677;UTM  18      - 4,301,191.549   322,270.919   MT  0.99998898   -1 17 04.8
 HV1677
 HV1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1677!SPC VA N     -   1.00000447  x   0.99995601  =   0.99996048
 HV1677!SPC MD       -   1.00000447  x   0.99995003  =   0.99995450
 HV1677!UTM  18      -   1.00000447  x   0.99998898  =   0.99999345
 HV1677
 HV1677                          SUPERSEDED SURVEY CONTROL
 HV1677
 HV1677  NAD 83(1993)-  38 50 29.76110(N)    077 02 52.23261(W) AD(       ) 2
 HV1677  NAD 83(1986)-  38 50 29.76110(N)    077 02 52.24371(W) AD(       ) 2
 HV1677  NAD 27      -  38 50 29.35800(N)    077 02 53.32100(W) AD(       ) 2
 HV1677  NGVD 29 (??/??/??)    3.868  (m)           12.69   (f) ADJUSTED    2 0
 HV1677
 HV1677.Superseded values are not recommended for survey control.
 HV1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1677.See file dsdata.txt to determine how the superseded data were derived.
 HV1677
 HV1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2227101192(NAD 83)
 HV1677_MARKER: DD = SURVEY DISK
 HV1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1677_STAMPING: 404-5 A 23
 HV1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1677+STABILITY: SURFACE MOTION
 HV1677
 HV1677  HISTORY     - Date     Condition        Report By
 HV1677  HISTORY     - 1946     MONUMENTED       NPS
 HV1677  HISTORY     - 1947     GOOD             CGS
 HV1677  HISTORY     - 1965     GOOD             CGS
 HV1677
 HV1677                          STATION DESCRIPTION
 HV1677
 HV1677'DESCRIBED BY NATIONAL PARK SERVICE 1946 (RCB)
 HV1677'THE STATION IS LOCATED NEAR THE SW CORNER OF NATIONAL AIRPORT.
 HV1677'IT IS 115 FEET N OF THE E END OF A STONE BRIDGE OVER A SMALL
 HV1677'INLET OF THE POTOMAC RIVER, 125 FEET E OF THE CENTER LINE OF
 HV1677'MEMORIAL HIGHWAY AND 47 FEET W OF A CULVERT HEAD.  THE MARK
 HV1677'IS A CAST CONCRETE POST ABOUT 6 INCHES IN DIAMETER AND THE
 HV1677'DISK IS A STANDARD NATIONAL PARK SURVEY DISK STAMPED
 HV1677'404 5 A 23.  A TRAVERSE CONNECTION WAS MADE TO N.P.S. 46 002
 HV1677'AND THE DISTANCE WAS FOUND TO BE 35.844 METERS.
 HV1677'
 HV1677'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1677
 HV1677                          STATION RECOVERY (1947)
 HV1677
 HV1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 HV1677'2.6 MI N FROM ALEXANDRIA.
 HV1677'2.65 MILES NORTH ALONG MT. VERNON MEMORIAL HIGHWAY FROM THE POST
 HV1677'OFFICE AT ALEXANDRIA, NEAR THE SOUTHWEST CORNER OF THE NATIONAL
 HV1677'AIRPORT PROPERTY, 90.5 FEET NORTH OF THE NORTH END OF THE
 HV1677'NORTHEAST WINGWALL FOR A DOUBLE STONE ARCH BRIDGE OVER FOUR MILE
 HV1677'RUN, 87.5 FEET EAST OF THE EAST EDGE OF THE HIGHWAY, 25.0 FEET
 HV1677'SOUTH OF THE CENTERLINE OF A DIRT ROAD WHICH CIRCLES THE AIRFIELD,
 HV1677'46.5 FEET WEST OF THE SOUTH END OF A 3-FOOT CONCRETE PIPE CULVERT
 HV1677'UNDER THE AIRPORT ROAD, 1.5 FOOT EAST OF A WHITE REFERENCE POST,
 HV1677'A NATIONAL PARK SERVICE DISK SET IN THE TOP OF A CIRCULAR 6-INCH
 HV1677'CONCRETE POST, FLUSH WITH THE GROUND.
 HV1677
 HV1677                          STATION RECOVERY (1965)
 HV1677
 HV1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2294 ***********************************************************************
 HV2294  DESIGNATION -  4041 K 53 NPS
 HV2294  PID         -  HV2294
 HV2294  STATE/COUNTY-  VA/FAIRFAX
 HV2294  USGS QUAD   -  FALLS CHURCH (1994)
 HV2294
 HV2294                         *CURRENT SURVEY CONTROL
 HV2294  ___________________________________________________________________
 HV2294* NAD 83(1986)-  38 57 58.     (N)    077 10 41.     (W)     SCALED    
 HV2294* NAVD 88     -        68.853  (meters)     225.90   (feet)  ADJUSTED  
 HV2294  ___________________________________________________________________
 HV2294  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2294  DYNAMIC HT  -          68.817 (meters)     225.78  (feet)  COMP
 HV2294  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 HV2294
 HV2294  VERT ORDER  -  SECOND    CLASS 0
 HV2294
 HV2294.The horizontal coordinates were scaled from a topographic map and have
 HV2294.an estimated accuracy of +/- 6 seconds.
 HV2294
 HV2294.The orthometric height was determined by differential leveling
 HV2294.and adjusted by the National Geodetic Survey in June 1991..
 HV2294
 HV2294.The geoid height was determined by GEOID03.
 HV2294
 HV2294.The dynamic height is computed by dividing the NAVD 88
 HV2294.geopotential number by the normal gravity value computed on the
 HV2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2294.degrees latitude (g = 980.6199 gals.).
 HV2294
 HV2294.The modeled gravity was interpolated from observed gravity values.
 HV2294
 HV2294;                    North         East    Units  Estimated Accuracy
 HV2294;SPC VA N     - 2,145,060.    3,614,560.      MT  (+/- 180 meters Scaled)
 HV2294
 HV2294                          SUPERSEDED SURVEY CONTROL
 HV2294
 HV2294  NGVD 29 (??/??/??)   69.084  (m)          226.65   (f) ADJUSTED    2 0
 HV2294
 HV2294.Superseded values are not recommended for survey control.
 HV2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2294.See file dsdata.txt to determine how the superseded data were derived.
 HV2294
 HV2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ112152(NAD 83)
 HV2294_MARKER: DD = SURVEY DISK
 HV2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2294_STAMPING: 4041 K 53
 HV2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2294+STABILITY: SURFACE MOTION
 HV2294
 HV2294  HISTORY     - Date     Condition        Report By
 HV2294  HISTORY     - UNK      MONUMENTED       NPS
 HV2294  HISTORY     - 1960     GOOD             CGS
 HV2294
 HV2294                          STATION DESCRIPTION
 HV2294
 HV2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2294'3 MI NW FROM LANGLEY.
 HV2294'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2294'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 1.25 MILES
 HV2294'NORTHEAST ALONG CIRCUMFEENTIAL HIGHWAY, 155 YARDS SOUTH OF THE
 HV2294'SOUTH EDGE OF HIGHWAY, 63 FEET SOUTH OF THE CENTER LINE OF
 HV2294'CONCNECTING EAST-WEST WOODS ROAD, 1 1/2 FEET NORTH OF A WOODEN
 HV2294'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 HV2294'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2295 ***********************************************************************
 HV2295  DESIGNATION -  4041 K 54 NPS
 HV2295  PID         -  HV2295
 HV2295  STATE/COUNTY-  VA/FAIRFAX
 HV2295  USGS QUAD   -  FALLS CHURCH (1994)
 HV2295
 HV2295                         *CURRENT SURVEY CONTROL
 HV2295  ___________________________________________________________________
 HV2295* NAD 83(1986)-  38 58 01.     (N)    077 10 42.     (W)     SCALED    
 HV2295* NAVD 88     -        68.121  (meters)     223.49   (feet)  ADJUSTED  
 HV2295  ___________________________________________________________________
 HV2295  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV2295  DYNAMIC HT  -          68.085 (meters)     223.38  (feet)  COMP
 HV2295  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 HV2295
 HV2295  VERT ORDER  -  SECOND    CLASS 0
 HV2295
 HV2295.The horizontal coordinates were scaled from a topographic map and have
 HV2295.an estimated accuracy of +/- 6 seconds.
 HV2295
 HV2295.The orthometric height was determined by differential leveling
 HV2295.and adjusted by the National Geodetic Survey in June 1991..
 HV2295
 HV2295.The geoid height was determined by GEOID03.
 HV2295
 HV2295.The dynamic height is computed by dividing the NAVD 88
 HV2295.geopotential number by the normal gravity value computed on the
 HV2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2295.degrees latitude (g = 980.6199 gals.).
 HV2295
 HV2295.The modeled gravity was interpolated from observed gravity values.
 HV2295
 HV2295;                    North         East    Units  Estimated Accuracy
 HV2295;SPC VA N     - 2,145,160.    3,614,540.      MT  (+/- 180 meters Scaled)
 HV2295
 HV2295                          SUPERSEDED SURVEY CONTROL
 HV2295
 HV2295  NGVD 29 (??/??/??)   68.352  (m)          224.25   (f) ADJUSTED    2 0
 HV2295
 HV2295.Superseded values are not recommended for survey control.
 HV2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2295.See file dsdata.txt to determine how the superseded data were derived.
 HV2295
 HV2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ112153(NAD 83)
 HV2295_MARKER: DD = SURVEY DISK
 HV2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2295_STAMPING: 4041 K 54
 HV2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2295+STABILITY: SURFACE MOTION
 HV2295
 HV2295  HISTORY     - Date     Condition        Report By
 HV2295  HISTORY     - UNK      MONUMENTED       NPS
 HV2295  HISTORY     - 1960     GOOD             CGS
 HV2295
 HV2295                          STATION DESCRIPTION
 HV2295
 HV2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2295'3 MI NW FROM LANGLEY.
 HV2295'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2295'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 1.25 MILES
 HV2295'NORTHEAST ALONG CIRCUMFERENTIAL HIGHWAY, 140 YARDS SOUTH-SOUTHEAST
 HV2295'OF THE SOUTHEAST EDGE OF HIGHWAY, 32 YARDS WEST OF THE CENTER
 HV2295'LINE OF A WOODS ROAD NORTH BY EAST BY WEST, 15 FEET NORTH OF
 HV2295'CENTER LINE OF ROAD, 10 FEET SOUTHEAST OF A 8-INCH GUM TREE, 70
 HV2295'YARDS SOUTH-SOUTHWEST OF BENCH MARK 4041 K 55, DESCRIBED, 1 1/2
 HV2295'FEET WEST OF A WOODEN WITNESS POST, AND SET IN TOP OF A CONCRETE
 HV2295'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2296 ***********************************************************************
 HV2296  DESIGNATION -  4041 K 55 NPS
 HV2296  PID         -  HV2296
 HV2296  STATE/COUNTY-  VA/FAIRFAX
 HV2296  USGS QUAD   -  FALLS CHURCH (1994)
 HV2296
 HV2296                         *CURRENT SURVEY CONTROL
 HV2296  ___________________________________________________________________
 HV2296* NAD 83(1986)-  38 58 01.     (N)    077 10 42.     (W)     SCALED    
 HV2296* NAVD 88     -        66.781  (meters)     219.10   (feet)  ADJUSTED  
 HV2296  ___________________________________________________________________
 HV2296  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV2296  DYNAMIC HT  -          66.746 (meters)     218.98  (feet)  COMP
 HV2296  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 HV2296
 HV2296  VERT ORDER  -  SECOND    CLASS 0
 HV2296
 HV2296.The horizontal coordinates were scaled from a topographic map and have
 HV2296.an estimated accuracy of +/- 6 seconds.
 HV2296
 HV2296.The orthometric height was determined by differential leveling
 HV2296.and adjusted by the National Geodetic Survey in June 1991..
 HV2296
 HV2296.The geoid height was determined by GEOID03.
 HV2296
 HV2296.The dynamic height is computed by dividing the NAVD 88
 HV2296.geopotential number by the normal gravity value computed on the
 HV2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2296.degrees latitude (g = 980.6199 gals.).
 HV2296
 HV2296.The modeled gravity was interpolated from observed gravity values.
 HV2296
 HV2296;                    North         East    Units  Estimated Accuracy
 HV2296;SPC VA N     - 2,145,160.    3,614,540.      MT  (+/- 180 meters Scaled)
 HV2296
 HV2296                          SUPERSEDED SURVEY CONTROL
 HV2296
 HV2296  NGVD 29 (??/??/??)   67.012  (m)          219.86   (f) ADJUSTED    2 0
 HV2296
 HV2296.Superseded values are not recommended for survey control.
 HV2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2296.See file dsdata.txt to determine how the superseded data were derived.
 HV2296
 HV2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ112153(NAD 83)
 HV2296_MARKER: DD = SURVEY DISK
 HV2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2296_STAMPING: 4041 K 55
 HV2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2296+STABILITY: SURFACE MOTION
 HV2296
 HV2296  HISTORY     - Date     Condition        Report By
 HV2296  HISTORY     - UNK      MONUMENTED       NPS
 HV2296  HISTORY     - 1960     GOOD             CGS
 HV2296
 HV2296                          STATION DESCRIPTION
 HV2296
 HV2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2296'3 MI NW FROM LANGLEY.
 HV2296'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2296'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 1.3 MILES
 HV2296'NORTHEAST ALONG CIRCUMFERENTIAL HIGHWAY, ABOUT 100 YARDS SOUTH OF
 HV2296'THE SOUTH EDGE OF HIGHWAY, 21 FEET SOUTHWEST OF CENTER LINE OF
 HV2296'WOODS ROAD, 75 YARDS NORTH OF CENTER OF JUNCTION OF ROAD
 HV2296'EAST-WEST WOODS ROAD, 1 1/2 FEET WEST OF A WOODEN WITNESS POST,
 HV2296'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES, AND ABOUT
 HV2296'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0441 ***********************************************************************
 HW0441  DESIGNATION -  405.46
 HW0441  PID         -  HW0441
 HW0441  STATE/COUNTY-  VA/ALBEMARLE
 HW0441  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0441
 HW0441                         *CURRENT SURVEY CONTROL
 HW0441  ___________________________________________________________________
 HW0441* NAD 83(1986)-  38 05 48.     (N)    078 26 03.     (W)     SCALED    
 HW0441* NAVD 88     -       123.290  (meters)     404.49   (feet)  ADJUSTED  
 HW0441  ___________________________________________________________________
 HW0441  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0441  DYNAMIC HT  -         123.203 (meters)     404.21  (feet)  COMP
 HW0441  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 HW0441
 HW0441  VERT ORDER  -  SECOND    CLASS 0
 HW0441
 HW0441.The horizontal coordinates were scaled from a topographic map and have
 HW0441.an estimated accuracy of +/- 6 seconds.
 HW0441
 HW0441.The orthometric height was determined by differential leveling
 HW0441.and adjusted by the National Geodetic Survey in June 1991..
 HW0441
 HW0441.The geoid height was determined by GEOID03.
 HW0441
 HW0441.The dynamic height is computed by dividing the NAVD 88
 HW0441.geopotential number by the normal gravity value computed on the
 HW0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0441.degrees latitude (g = 980.6199 gals.).
 HW0441
 HW0441.The modeled gravity was interpolated from observed gravity values.
 HW0441
 HW0441;                    North         East    Units  Estimated Accuracy
 HW0441;SPC VA S     - 1,195,700.    3,505,780.      MT  (+/- 180 meters Scaled)
 HW0441
 HW0441                          SUPERSEDED SURVEY CONTROL
 HW0441
 HW0441  NGVD 29 (??/??/92)  123.529  (m)          405.28   (f) ADJ UNCH    2 0
 HW0441
 HW0441.Superseded values are not recommended for survey control.
 HW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0441.See file dsdata.txt to determine how the superseded data were derived.
 HW0441
 HW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC249196(NAD 83)
 HW0441_MARKER: Q = CHISELED SQUARE
 HW0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0441_SP_SET: COPING
 HW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0441
 HW0441  HISTORY     - Date     Condition        Report By
 HW0441  HISTORY     - UNK      MONUMENTED       USGS
 HW0441  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0441
 HW0441                          STATION DESCRIPTION
 HW0441
 HW0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0441'0.9 MI SW FROM PROFFIT.
 HW0441'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM PROFFIT,
 HW0441'ALBEMARLE COUNTY, WEST OF THE TRACK, AT A 12-FOOT CONCRETE
 HW0441'UNDERPASS, AND ON THE TOP OF THE SOUTH END OF THE WEST COPING.
 HW0441'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3366 ***********************************************************************
 HV3366  DESIGNATION -  406.4 USGS
 HV3366  PID         -  HV3366
 HV3366  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3366  USGS QUAD   -  BROKENBURG (1981)
 HV3366
 HV3366                         *CURRENT SURVEY CONTROL
 HV3366  ___________________________________________________________________
 HV3366* NAD 83(1986)-  38 09 38.     (N)    077 43 27.     (W)     SCALED    
 HV3366* NAVD 88     -       123.569  (meters)     405.41   (feet)  ADJUSTED  
 HV3366  ___________________________________________________________________
 HV3366  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3366  DYNAMIC HT  -         123.489 (meters)     405.15  (feet)  COMP
 HV3366  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 HV3366
 HV3366  VERT ORDER  -  SECOND    CLASS 0
 HV3366
 HV3366.The horizontal coordinates were scaled from a topographic map and have
 HV3366.an estimated accuracy of +/- 6 seconds.
 HV3366
 HV3366.The orthometric height was determined by differential leveling
 HV3366.and adjusted by the National Geodetic Survey in June 1991..
 HV3366
 HV3366.The geoid height was determined by GEOID03.
 HV3366
 HV3366.The dynamic height is computed by dividing the NAVD 88
 HV3366.geopotential number by the normal gravity value computed on the
 HV3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3366.degrees latitude (g = 980.6199 gals.).
 HV3366
 HV3366.The modeled gravity was interpolated from observed gravity values.
 HV3366
 HV3366;                    North         East    Units  Estimated Accuracy
 HV3366;SPC VA N     - 2,055,110.    3,567,990.      MT  (+/- 180 meters Scaled)
 HV3366
 HV3366                          SUPERSEDED SURVEY CONTROL
 HV3366
 HV3366  NGVD 29 (??/??/??)  123.825  (m)          406.25   (f) ADJUSTED    2 0
 HV3366
 HV3366.Superseded values are not recommended for survey control.
 HV3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3366.See file dsdata.txt to determine how the superseded data were derived.
 HV3366
 HV3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH613271(NAD 83)
 HV3366_MARKER: Q = CHISELED SQUARE
 HV3366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3366_SP_SET: WELL TOP
 HV3366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3366
 HV3366  HISTORY     - Date     Condition        Report By
 HV3366  HISTORY     - UNK      MONUMENTED       USGS
 HV3366  HISTORY     - 1962     GOOD             CGS
 HV3366  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3366
 HV3366                          STATION DESCRIPTION
 HV3366
 HV3366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3366'AT MARGO.
 HV3366'AT MARGO, SPOTSYLVANIA COUNTY, ABOUT 1.7 MILES NORTHWEST OF
 HV3366'BROKENBURG, ABOUT 90 FEET WEST OF THE SCHOOL, 30 FEET EAST OF
 HV3366'THE NORTH POINT OF THE TRIANGLE AT THE JUNCTION OF COUNTY ROAD 650,
 HV3366'AND ON THE SOUTHEAST CORNER OF A WELL TOP PAINTED USBM 406.4.
 HV3366'A CHISELED SQUARE.
 HV3366
 HV3366                          STATION RECOVERY (1998)
 HV3366
 HV3366'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1405 ***********************************************************************
 FX1405  DESIGNATION -  407
 FX1405  PID         -  FX1405
 FX1405  STATE/COUNTY-  VA/BRUNSWICK
 FX1405  USGS QUAD   -  DANIELTOWN (1986)
 FX1405
 FX1405                         *CURRENT SURVEY CONTROL
 FX1405  ___________________________________________________________________
 FX1405* NAD 83(1986)-  36 53 21.     (N)    077 56 17.     (W)     SCALED    
 FX1405* NAVD 88     -       124.026  (meters)     406.91   (feet)  POSTED    
 FX1405  ___________________________________________________________________
 FX1405  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FX1405  DYNAMIC HT  -         123.930 (meters)     406.59  (feet)  COMP
 FX1405  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 FX1405
 FX1405  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1405
 FX1405.The horizontal coordinates were scaled from a topographic map and have
 FX1405.an estimated accuracy of +/- 6 seconds.
 FX1405
 FX1405.The orthometric height was determined by differential leveling
 FX1405.and adjusted by the National Geodetic Survey in 1992..
 FX1405.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1405.rate of 1.1 thru 2.0 mm/km.
 FX1405
 FX1405.The geoid height was determined by GEOID03.
 FX1405
 FX1405.The dynamic height is computed by dividing the NAVD 88
 FX1405.geopotential number by the normal gravity value computed on the
 FX1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1405.degrees latitude (g = 980.6199 gals.).
 FX1405
 FX1405.The modeled gravity was interpolated from observed gravity values.
 FX1405
 FX1405;                    North         East    Units  Estimated Accuracy
 FX1405;SPC VA S     - 1,061,830.    3,550,090.      MT  (+/- 180 meters Scaled)
 FX1405
 FX1405                          SUPERSEDED SURVEY CONTROL
 FX1405
 FX1405  NGVD 29 (??/??/92)  124.335  (m)          407.92   (f) ADJ UNCH    2 0
 FX1405
 FX1405.Superseded values are not recommended for survey control.
 FX1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1405.See file dsdata.txt to determine how the superseded data were derived.
 FX1405
 FX1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF381866(NAD 83)
 FX1405_MARKER: DD = SURVEY DISK
 FX1405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1405_STAMPING: 407.919 1918
 FX1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1405
 FX1405  HISTORY     - Date     Condition        Report By
 FX1405  HISTORY     - 1918     MONUMENTED       USGS
 FX1405  HISTORY     - 1942     GOOD             NGS
 FX1405  HISTORY     - 1965     GOOD             NGS
 FX1405  HISTORY     - 20010224 GOOD             USPSQD
 FX1405
 FX1405                          STATION DESCRIPTION
 FX1405
 FX1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1405'1.5 MI SE FROM DANIELTOWN.
 FX1405'1.5 MILES SOUTHEAST ALONG THE VIRGINIAN RAILWAY FROM DANIELTOWN,
 FX1405'BRUNSWICK COUNTY, 0.5 MILE NORTHWEST OF MILEPOST 101, 235 YARDS
 FX1405'SOUTH ALONG STATE SECONDARY ROAD 644 FROM THE TRACK, AT THE
 FX1405'SOUTHWEST ANGLE FORMED BY THE JUNCTION OF THE SECONDARY ROAD AND
 FX1405'A DIRT ROAD, 84-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 FX1405'OLD STORE (FORMERLY THE TOBACCO POST OFFICE), 6 FEET SOUTHWEST OF
 FX1405'A 15-INCH OAK TREE, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 FX1405'FOOT HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3-1/2 INCH
 FX1405'PIPE PROJECTING 4 INCHES ABOVE GROUND.  MARK IS NOW FLUSH AND
 FX1405'AT THE NORTHEAST EDGE OF CULTIVATED FIELD.
 FX1405
 FX1405                          STATION RECOVERY (1965)
 FX1405
 FX1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1405'RECOVERED IN GOOD CONDITION.
 FX1405
 FX1405                          STATION RECOVERY (2001)
 FX1405
 FX1405'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0433 ***********************************************************************
 HW0433  DESIGNATION -  407.26
 HW0433  PID         -  HW0433
 HW0433  STATE/COUNTY-  VA/ALBEMARLE
 HW0433  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0433
 HW0433                         *CURRENT SURVEY CONTROL
 HW0433  ___________________________________________________________________
 HW0433* NAD 83(1986)-  38 10 03.     (N)    078 20 25.     (W)     SCALED    
 HW0433* NAVD 88     -       123.826  (meters)     406.25   (feet)  ADJUSTED  
 HW0433  ___________________________________________________________________
 HW0433  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0433  DYNAMIC HT  -         123.741 (meters)     405.97  (feet)  COMP
 HW0433  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 HW0433
 HW0433  VERT ORDER  -  SECOND    CLASS 0
 HW0433
 HW0433.The horizontal coordinates were scaled from a topographic map and have
 HW0433.an estimated accuracy of +/- 6 seconds.
 HW0433
 HW0433.The orthometric height was determined by differential leveling
 HW0433.and adjusted by the National Geodetic Survey in June 1991..
 HW0433
 HW0433.The geoid height was determined by GEOID03.
 HW0433
 HW0433.The dynamic height is computed by dividing the NAVD 88
 HW0433.geopotential number by the normal gravity value computed on the
 HW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0433.degrees latitude (g = 980.6199 gals.).
 HW0433
 HW0433.The modeled gravity was interpolated from observed gravity values.
 HW0433
 HW0433;                    North         East    Units  Estimated Accuracy
 HW0433;SPC VA S     - 1,203,570.    3,514,000.      MT  (+/- 180 meters Scaled)
 HW0433
 HW0433                          SUPERSEDED SURVEY CONTROL
 HW0433
 HW0433  NGVD 29 (??/??/92)  124.059  (m)          407.02   (f) ADJ UNCH    2 0
 HW0433
 HW0433.Superseded values are not recommended for survey control.
 HW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0433.See file dsdata.txt to determine how the superseded data were derived.
 HW0433
 HW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC330277(NAD 83)
 HW0433_MARKER: Q = CHISELED SQUARE
 HW0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0433_SP_SET: CURB
 HW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0433
 HW0433  HISTORY     - Date     Condition        Report By
 HW0433  HISTORY     - UNK      MONUMENTED       USGS
 HW0433  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0433
 HW0433                          STATION DESCRIPTION
 HW0433
 HW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0433'AT BURNLEY.
 HW0433'AT BURNLEY, ALBEMARLE COUNTY, ABOUT 140 FEET SOUTH OF A POINT 60
 HW0433'FEET EAST OF THE SOUTHERN RAILWAY STATION, AT THE SOUTHEAST
 HW0433'CORNER OF THE NORTHBOUND PASSENGER LANDING, AND ON THE TOP OF
 HW0433'THE CORNER OF THE CONCRETE CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3241 ***********************************************************************
 HV3241  DESIGNATION -  408.6 USGS
 HV3241  PID         -  HV3241
 HV3241  STATE/COUNTY-  VA/CULPEPER
 HV3241  USGS QUAD   -  GERMANNA BRIDGE (1981)
 HV3241
 HV3241                         *CURRENT SURVEY CONTROL
 HV3241  ___________________________________________________________________
 HV3241* NAD 83(1986)-  38 24 58.     (N)    077 49 38.     (W)     SCALED    
 HV3241* NAVD 88     -       124.385  (meters)     408.09   (feet)  ADJUSTED  
 HV3241  ___________________________________________________________________
 HV3241  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV3241  DYNAMIC HT  -         124.309 (meters)     407.84  (feet)  COMP
 HV3241  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 HV3241
 HV3241  VERT ORDER  -  SECOND    CLASS 0
 HV3241
 HV3241.The horizontal coordinates were scaled from a topographic map and have
 HV3241.an estimated accuracy of +/- 6 seconds.
 HV3241
 HV3241.The orthometric height was determined by differential leveling
 HV3241.and adjusted by the National Geodetic Survey in June 1991..
 HV3241
 HV3241.The geoid height was determined by GEOID03.
 HV3241
 HV3241.The dynamic height is computed by dividing the NAVD 88
 HV3241.geopotential number by the normal gravity value computed on the
 HV3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3241.degrees latitude (g = 980.6199 gals.).
 HV3241
 HV3241.The modeled gravity was interpolated from observed gravity values.
 HV3241
 HV3241;                    North         East    Units  Estimated Accuracy
 HV3241;SPC VA N     - 2,083,400.    3,558,750.      MT  (+/- 180 meters Scaled)
 HV3241
 HV3241                          SUPERSEDED SURVEY CONTROL
 HV3241
 HV3241  NGVD 29 (??/??/??)  124.621  (m)          408.86   (f) ADJUSTED    2 0
 HV3241
 HV3241.Superseded values are not recommended for survey control.
 HV3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3241.See file dsdata.txt to determine how the superseded data were derived.
 HV3241
 HV3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH531557(NAD 83)
 HV3241_MARKER: N = NAIL
 HV3241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3241_SP_SET: OAK TRE ROOT
 HV3241_STAMPING: NAIL IN TREE ROOT
 HV3241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3241
 HV3241  HISTORY     - Date     Condition        Report By
 HV3241  HISTORY     - UNK      MONUMENTED       USGS
 HV3241  HISTORY     - 1941     GOOD             CGS
 HV3241  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HV3241
 HV3241                          STATION DESCRIPTION
 HV3241
 HV3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3241'AT LIGNUM.
 HV3241'AT LIGNUM, ON STATE HWY. 3, 75 FEET EAST OF A SERVICE
 HV3241'STATION, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 647, 51
 HV3241'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 3, 32 FEET
 HV3241'NORTH OF THE CENTERLINE OF SECONDARY STATE HWY. 647 AND IN THE
 HV3241'ROOT OF A LARGE OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HV3241'STANDARD COPPER NAIL.
 HV3241
 HV3241                          STATION RECOVERY (2001)
 HV3241
 HV3241'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0472 ***********************************************************************
 FY0472  DESIGNATION -  409
 FY0472  PID         -  FY0472
 FY0472  STATE/COUNTY-  VA/HALIFAX
 FY0472  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY0472
 FY0472                         *CURRENT SURVEY CONTROL
 FY0472  ___________________________________________________________________
 FY0472* NAD 83(1986)-  36 34 17.     (N)    078 56 13.     (W)     SCALED    
 FY0472* NAVD 88     -       124.661  (meters)     408.99   (feet)  ADJUSTED  
 FY0472  ___________________________________________________________________
 FY0472  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0472  DYNAMIC HT  -         124.563 (meters)     408.67  (feet)  COMP
 FY0472  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 FY0472
 FY0472  VERT ORDER  -  SECOND    CLASS 0
 FY0472
 FY0472.The horizontal coordinates were scaled from a topographic map and have
 FY0472.an estimated accuracy of +/- 6 seconds.
 FY0472
 FY0472.The orthometric height was determined by differential leveling
 FY0472.and adjusted by the National Geodetic Survey in June 1991..
 FY0472.WARNING-Repeat measurements at this control monument indicate possible
 FY0472.vertical movement.
 FY0472
 FY0472.The geoid height was determined by GEOID03.
 FY0472
 FY0472.The dynamic height is computed by dividing the NAVD 88
 FY0472.geopotential number by the normal gravity value computed on the
 FY0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0472.degrees latitude (g = 980.6199 gals.).
 FY0472
 FY0472.The modeled gravity was interpolated from observed gravity values.
 FY0472
 FY0472;                    North         East    Units  Estimated Accuracy
 FY0472;SPC VA S     - 1,026,510.    3,460,890.      MT  (+/- 180 meters Scaled)
 FY0472
 FY0472                          SUPERSEDED SURVEY CONTROL
 FY0472
 FY0472  NGVD 29 (??/??/92)  124.974  (m)          410.02   (f) ADJ UNCH    2 0
 FY0472
 FY0472.Superseded values are not recommended for survey control.
 FY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0472.See file dsdata.txt to determine how the superseded data were derived.
 FY0472
 FY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA845493(NAD 83)
 FY0472_MARKER: DD = SURVEY DISK
 FY0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0472_SP_SET: CULVERT
 FY0472_STAMPING: 410.088
 FY0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0472
 FY0472  HISTORY     - Date     Condition        Report By
 FY0472  HISTORY     - UNK      MONUMENTED       USGS
 FY0472  HISTORY     - 1942     GOOD             NGS
 FY0472
 FY0472                          STATION DESCRIPTION
 FY0472
 FY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FY0472'AT DENNISTON.
 FY0472'RECOVERED AS DESCRIBED.  AT DENNISTON, HALIFAX COUNTY, ABOUT 15
 FY0472'YARDS NORTHEAST OF THE NORFOLK AND WESTERN RAILWAY STATION, AT
 FY0472'A SMALL PIPE CULVERT, NEAR THE CENTER OF THE TOP OF THE SOUTHEAST
 FY0472'HEADWALL, ABOUT 3-1/2 YARDS SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 FY0472'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL
 FY0472'SURVEY STANDARD DISK, STAMPED 410.088.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5289 ***********************************************************************
 GV5289  DESIGNATION -  41
 GV5289  PID         -  GV5289
 GV5289  STATE/COUNTY-  VA/C OF RICHMOND
 GV5289  USGS QUAD   -  RICHMOND (1994)
 GV5289
 GV5289                         *CURRENT SURVEY CONTROL
 GV5289  ___________________________________________________________________
 GV5289* NAD 83(1993)-  37 30 22.11454(N)    077 28 32.80019(W)     ADJUSTED  
 GV5289* NAVD 88     -        62.55   (+/-2cm)     205.2    (feet)  VERTCON   
 GV5289  ___________________________________________________________________
 GV5289  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5289  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5289
 GV5289  HORZ ORDER  -  SECOND
 GV5289  VERT ORDER  -  THIRD ? (See Below)
 GV5289
 GV5289.The horizontal coordinates were established by classical geodetic methods
 GV5289.and adjusted by the National Geodetic Survey in November 1994..
 GV5289
 GV5289.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5289.The vertical order pertains to the NGVD 29 superseded value.
 GV5289
 GV5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5289
 GV5289.The geoid height was determined by GEOID03.
 GV5289
 GV5289;                    North         East     Units Scale Factor Converg.
 GV5289;SPC VA S     - 1,130,644.216 3,590,553.424   MT  0.99994832   +0 37 17.9
 GV5289;SPC VA S     - 3,709,455.23 11,780,007.36   sFT  0.99994832   +0 37 17.9
 GV5289;UTM  18      - 4,153,902.478   281,165.965   MT  1.00018991   -1 30 28.7
 GV5289
 GV5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5289!SPC VA S     -   0.99999537  x   0.99994832  =   0.99994369
 GV5289!UTM  18      -   0.99999537  x   1.00018991  =   1.00018528
 GV5289
 GV5289:                Primary Azimuth Mark                     Grid Az
 GV5289:SPC VA S     -  40                                       115 07 14.7
 GV5289:UTM  18      -  40                                       117 15 01.3
 GV5289
 GV5289|---------------------------------------------------------------------|
 GV5289| PID    Reference Object                     Distance      Geod. Az  |
 GV5289|                                                           dddmmss.s |
 GV5289| GV5288 40                                  499.896 METERS 1154432.6 |
 GV5289| GV5290 42                                  APPROX. 0.7 KM 2952927.5 |
 GV5289| DC5500 41 RM                                18.420 METERS 29759     |
 GV5289|---------------------------------------------------------------------|
 GV5289
 GV5289                          SUPERSEDED SURVEY CONTROL
 GV5289
 GV5289  NAD 83(1986)-  37 30 22.12082(N)    077 28 32.81723(W) AD(       ) 2
 GV5289  NAD 27      -  37 30 21.59150(N)    077 28 33.87222(W) AD(       ) 2
 GV5289  NGVD 29 (07/19/86)   62.86   (m)          206.2    (f) LEVELING    3  
 GV5289
 GV5289.Superseded values are not recommended for survey control.
 GV5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5289.See file dsdata.txt to determine how the superseded data were derived.
 GV5289
 GV5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8116653902(NAD 83)
 GV5289_MARKER: Z = SEE DESCRIPTION
 GV5289_SETTING: 0 = UNSPECIFIED SETTING
 GV5289
 GV5289  HISTORY     - Date     Condition        Report By
 GV5289  HISTORY     - 1972     MONUMENTED       VA2060
 GV5289  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5289  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5289  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5289  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV5289
 GV5289                          STATION DESCRIPTION
 GV5289
 GV5289'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5289'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5289'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 0.80
 GV5289'MILE TO ROUTE 60, THENCE EAST ON ROUTE 60 0.65 MILE TO INTERSECTION
 GV5289'WITH EAST ROANOKE ST., THENCE SOUTH ON EAST ROANOKE ST. 0.20 MILE
 GV5289'C/L R. R. TRACKS, THENCE NORTHWEST ALONG TRACKS APPROXIMATELY 305
 GV5289'FEET TO POINT NO. 41.
 GV5289'
 GV5289'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5289'
 GV5289'476 FEET S. E. OF R. R. SWITCH, 5.90 FEET N. E. OF CENTER OF R. R.
 GV5289'TRACKS, 305 FEET N. W. OF C/L OF ROANOKE AVE.
 GV5289'
 GV5289'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5289'CENTER OF PIN, SET FLUSH TO GROUND.  8.07 FEET N. E. OF CENTER OF
 GV5289'R. R. SWITCH, 245 FEET N. W. OF C/L OF E. ROANOKE ST.
 GV5289'
 GV5289'DISTANCE BETWEEN PT. 41 AND R. M. IS 60.42 FT., 18.420 M.
 GV5289'
 GV5289'NEAREST TOWN--RICHMOND.
 GV5289
 GV5289                          STATION RECOVERY (1995)
 GV5289
 GV5289'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5289'MARK NOT FOUND.
 GV5289
 GV5289                          STATION RECOVERY (2000)
 GV5289
 GV5289'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5289'MARK NOT FOUND.
 GV5289
 GV5289                          STATION RECOVERY (2003)
 GV5289
 GV5289'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5289'MARK NOT FOUND.
 GV5289
 GV5289                          STATION RECOVERY (2005)
 GV5289
 GV5289'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5289'SEARCHED AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1034 ***********************************************************************
 GV1034  DESIGNATION -  41 USGS
 GV1034  PID         -  GV1034
 GV1034  STATE/COUNTY-  VA/LANCASTER
 GV1034  USGS QUAD   -  URBANNA (1978)
 GV1034
 GV1034                         *CURRENT SURVEY CONTROL
 GV1034  ___________________________________________________________________
 GV1034* NAD 83(1986)-  37 44 46.     (N)    076 33 11.     (W)     SCALED    
 GV1034* NAVD 88     -        12.185  (meters)      39.98   (feet)  ADJUSTED  
 GV1034  ___________________________________________________________________
 GV1034  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 GV1034  DYNAMIC HT  -          12.177 (meters)      39.95  (feet)  COMP
 GV1034  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 GV1034
 GV1034  VERT ORDER  -  SECOND    CLASS 0
 GV1034
 GV1034.The horizontal coordinates were scaled from a topographic map and have
 GV1034.an estimated accuracy of +/- 6 seconds.
 GV1034
 GV1034.The orthometric height was determined by differential leveling
 GV1034.and adjusted by the National Geodetic Survey in June 1991..
 GV1034
 GV1034.The geoid height was determined by GEOID03.
 GV1034
 GV1034.The dynamic height is computed by dividing the NAVD 88
 GV1034.geopotential number by the normal gravity value computed on the
 GV1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1034.degrees latitude (g = 980.6199 gals.).
 GV1034
 GV1034.The modeled gravity was interpolated from observed gravity values.
 GV1034
 GV1034;                    North         East    Units  Estimated Accuracy
 GV1034;SPC VA S     - 1,158,560.    3,671,580.      MT  (+/- 180 meters Scaled)
 GV1034
 GV1034                          SUPERSEDED SURVEY CONTROL
 GV1034
 GV1034  NGVD 29 (05/17/90)   12.428  (m)           40.77   (f) ADJUSTED    2 0
 GV1034
 GV1034.Superseded values are not recommended for survey control.
 GV1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1034.See file dsdata.txt to determine how the superseded data were derived.
 GV1034
 GV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG631787(NAD 83)
 GV1034_MARKER: P = PIPE CAP
 GV1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1034_STAMPING: 41 1916
 GV1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1034+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 GV1034
 GV1034  HISTORY     - Date     Condition        Report By
 GV1034  HISTORY     - 1944     MONUMENTED       USGS
 GV1034  HISTORY     - 1961     GOOD             CGS
 GV1034  HISTORY     - 1988     GOOD             USPSQD
 GV1034  HISTORY     - 19910414 GOOD             USPSQD
 GV1034  HISTORY     - 19940501 GOOD             USPSQD
 GV1034  HISTORY     - 19980425 GOOD             USPSQD
 GV1034  HISTORY     - 20021129 GOOD             USPSQD
 GV1034  HISTORY     - 20051110 GOOD             USPSQD
 GV1034
 GV1034                          STATION DESCRIPTION
 GV1034
 GV1034'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FLG)
 GV1034'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 354 FROM THE POST
 GV1034'OFFICE AT MOLLUSK, ABOUT 75 YARDS SOUTHEAST OF ST. MARYS CHURCH
 GV1034'AT WHITES CHAPEL AT THE T-JUNCTION OF STATE HIGHWAY 201, 82
 GV1034'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 201, 21 FEET
 GV1034'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 354 AND 1-1/2
 GV1034'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 GV1034'SURVEY STANDARD CAP, STAMPED 41 1916 AND RIVETED ON THE TOP OF
 GV1034'A 3-1/2 INCH IRON PIPE.  (12.471 METERS OR 40.915 FEET)
 GV1034
 GV1034                          STATION RECOVERY (1961)
 GV1034
 GV1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1034'AT WHITES CHAPEL.
 GV1034'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 354 FROM THE POST OFFICE
 GV1034'AT MOLLUSK, LANCASTER COUNTY, 75 YARDS SOUTHEAST OF ST. MARYS
 GV1034'CHURCH AT WHITES CHAPEL, AT THE T-JUNCTION OF STATE HIGHWAY 201,
 GV1034'82 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 201, 21
 GV1034'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 354, AND 1.5
 GV1034'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 GV1034'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 41 1916 AND RIVETED ON
 GV1034'THE TOP OF A 3-1/2-INCH IRON PIPE.NOTE--ROAD HAS CHANGED IN THIS AREA
 GV1034'AND THE MARK IS NOW 200 FT N OF HWY 201 AND 60 FT E OF HWY
 GV1034'354 AND ABOUT 6 FT LOWER THAN THE HIGHWAYS.
 GV1034
 GV1034                          STATION RECOVERY (1988)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM)
 GV1034'RECOVERED IN GOOD CONDITION.
 GV1034
 GV1034                          STATION RECOVERY (1991)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV1034'RECOVERED IN GOOD CONDITION.
 GV1034
 GV1034                          STATION RECOVERY (1994)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1034'RECOVERED IN GOOD CONDITION.
 GV1034
 GV1034                          STATION RECOVERY (1998)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1034'RECOVERED IN GOOD CONDITION.
 GV1034
 GV1034                          STATION RECOVERY (2002)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1034'RECOVERED IN GOOD CONDITION.
 GV1034
 GV1034                          STATION RECOVERY (2005)
 GV1034
 GV1034'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0462 ***********************************************************************
 FY0462  DESIGNATION -  410.8
 FY0462  PID         -  FY0462
 FY0462  STATE/COUNTY-  VA/HALIFAX
 FY0462  USGS QUAD   -  VIRGILINA (1989)
 FY0462
 FY0462                         *CURRENT SURVEY CONTROL
 FY0462  ___________________________________________________________________
 FY0462* NAD 83(1986)-  36 32 34.     (N)    078 49 36.     (W)     SCALED    
 FY0462* NAVD 88     -       124.879  (meters)     409.71   (feet)  ADJUSTED  
 FY0462  ___________________________________________________________________
 FY0462  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FY0462  DYNAMIC HT  -         124.781 (meters)     409.39  (feet)  COMP
 FY0462  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 FY0462
 FY0462  VERT ORDER  -  SECOND    CLASS 0
 FY0462
 FY0462.The horizontal coordinates were scaled from a topographic map and have
 FY0462.an estimated accuracy of +/- 6 seconds.
 FY0462
 FY0462.The orthometric height was determined by differential leveling
 FY0462.and adjusted by the National Geodetic Survey in June 1991..
 FY0462
 FY0462.The geoid height was determined by GEOID03.
 FY0462
 FY0462.The dynamic height is computed by dividing the NAVD 88
 FY0462.geopotential number by the normal gravity value computed on the
 FY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0462.degrees latitude (g = 980.6199 gals.).
 FY0462
 FY0462.The modeled gravity was interpolated from observed gravity values.
 FY0462
 FY0462;                    North         East    Units  Estimated Accuracy
 FY0462;SPC VA S     - 1,023,290.    3,470,750.      MT  (+/- 180 meters Scaled)
 FY0462
 FY0462                          SUPERSEDED SURVEY CONTROL
 FY0462
 FY0462  NGVD 29 (??/??/92)  125.190  (m)          410.73   (f) ADJ UNCH    2 0
 FY0462
 FY0462.Superseded values are not recommended for survey control.
 FY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0462.See file dsdata.txt to determine how the superseded data were derived.
 FY0462
 FY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA945463(NAD 83)
 FY0462_MARKER: DD = SURVEY DISK
 FY0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0462_SP_SET: CULVERT
 FY0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0462
 FY0462  HISTORY     - Date     Condition        Report By
 FY0462  HISTORY     - UNK      MONUMENTED       USGS
 FY0462  HISTORY     - 1935     POOR             NGS
 FY0462
 FY0462                          STATION DESCRIPTION
 FY0462
 FY0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0462'0.9 MI E FROM CHRISTIE.
 FY0462'IT IS REPORTED THAT THE BENCH MARK IS LOOSE IN ITS SETTING, IT
 FY0462'HAS BEEN MUTILATED AND THE STAMPING IS NOT LEGIBLE.  0.9 MILE
 FY0462'EAST ALONG THE SOUTHERN RAILWAY FROM CHRISTIE, HALIFAX COUNTY,
 FY0462'AT A LARGE CULVERT OVER BLUE WING CREEK, IN THE TOP OF THE
 FY0462'SOUTH HEADWALL, 5 FEET EAST OF THE CENTER OF THE CULVERT, ABOUT
 FY0462'4 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER
 FY0462'THAN THE BASE OF THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3440 ***********************************************************************
 HV3440  DESIGNATION -  410.8 USGS
 HV3440  PID         -  HV3440
 HV3440  STATE/COUNTY-  VA/ORANGE
 HV3440  USGS QUAD   -  MINE RUN (1981)
 HV3440
 HV3440                         *CURRENT SURVEY CONTROL
 HV3440  ___________________________________________________________________
 HV3440* NAD 83(1986)-  38 18 42.     (N)    077 46 43.     (W)     SCALED    
 HV3440* NAVD 88     -       124.865  (meters)     409.66   (feet)  ADJUSTED  
 HV3440  ___________________________________________________________________
 HV3440  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3440  DYNAMIC HT  -         124.787 (meters)     409.41  (feet)  COMP
 HV3440  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 HV3440
 HV3440  VERT ORDER  -  SECOND    CLASS 0
 HV3440
 HV3440.The horizontal coordinates were scaled from a topographic map and have
 HV3440.an estimated accuracy of +/- 6 seconds.
 HV3440
 HV3440.The orthometric height was determined by differential leveling
 HV3440.and adjusted by the National Geodetic Survey in June 1991..
 HV3440
 HV3440.The geoid height was determined by GEOID03.
 HV3440
 HV3440.The dynamic height is computed by dividing the NAVD 88
 HV3440.geopotential number by the normal gravity value computed on the
 HV3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3440.degrees latitude (g = 980.6199 gals.).
 HV3440
 HV3440.The modeled gravity was interpolated from observed gravity values.
 HV3440
 HV3440;                    North         East    Units  Estimated Accuracy
 HV3440;SPC VA N     - 2,071,840.    3,563,090.      MT  (+/- 180 meters Scaled)
 HV3440
 HV3440                          SUPERSEDED SURVEY CONTROL
 HV3440
 HV3440  NGVD 29 (??/??/??)  125.128  (m)          410.52   (f) ADJUSTED    2 0
 HV3440
 HV3440.Superseded values are not recommended for survey control.
 HV3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3440.See file dsdata.txt to determine how the superseded data were derived.
 HV3440
 HV3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH570440(NAD 83)
 HV3440_MARKER: N = NAIL
 HV3440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3440_SP_SET: OAK TREE ROOT
 HV3440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3440
 HV3440  HISTORY     - Date     Condition        Report By
 HV3440  HISTORY     - UNK      MONUMENTED       USGS
 HV3440  HISTORY     - 1935     GOOD             CGS
 HV3440  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3440  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3440  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3440
 HV3440                          STATION DESCRIPTION
 HV3440
 HV3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3440'1.7 MI E FROM LOCUST GROVE.
 HV3440'1.7 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HV3440'LOCUSTGROVE, ORANGE COUNTY, AT THE JUNCTION OF SECONDARY STATE
 HV3440'HIGHWAY 601 LEADING NORTH TO FLATRUN, 56 FEET NORTHEAST OF THE
 HV3440'601 FLAT RUN SIGN, 42 FEET NORTH OF THE CENTER LINE OF STATE
 HV3440'HIGHWAY 20, AND IN THE ROOT OF AN OAK TREE PAINTED USBM.  A
 HV3440'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL.
 HV3440
 HV3440                          STATION RECOVERY (1984)
 HV3440
 HV3440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3440'NOT RECOVERED, NO OAK TREE WAS FOUND AT THE DESCRIBED LOCATION,
 HV3440'CONSIDERED DESTROYED.
 HV3440
 HV3440                          STATION RECOVERY (1998)
 HV3440
 HV3440'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3440'MARK NOT FOUND.
 HV3440
 HV3440                          STATION RECOVERY (2003)
 HV3440
 HV3440'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0746 ***********************************************************************
 GW0746  DESIGNATION -  414.06
 GW0746  PID         -  GW0746
 GW0746  STATE/COUNTY-  VA/ALBEMARLE
 GW0746  USGS QUAD   -  ESMONT (1987)
 GW0746
 GW0746                         *CURRENT SURVEY CONTROL
 GW0746  ___________________________________________________________________
 GW0746* NAD 83(1986)-  37 50 52.     (N)    078 32 56.     (W)     SCALED    
 GW0746* NAVD 88     -       126.016  (meters)     413.44   (feet)  ADJUSTED  
 GW0746  ___________________________________________________________________
 GW0746  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW0746  DYNAMIC HT  -         125.929 (meters)     413.15  (feet)  COMP
 GW0746  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 GW0746
 GW0746  VERT ORDER  -  SECOND    CLASS 0
 GW0746
 GW0746.The horizontal coordinates were scaled from a topographic map and have
 GW0746.an estimated accuracy of +/- 6 seconds.
 GW0746
 GW0746.The orthometric height was determined by differential leveling
 GW0746.and adjusted by the National Geodetic Survey in June 1991..
 GW0746
 GW0746.The geoid height was determined by GEOID03.
 GW0746
 GW0746.The dynamic height is computed by dividing the NAVD 88
 GW0746.geopotential number by the normal gravity value computed on the
 GW0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0746.degrees latitude (g = 980.6199 gals.).
 GW0746
 GW0746.The modeled gravity was interpolated from observed gravity values.
 GW0746
 GW0746;                    North         East    Units  Estimated Accuracy
 GW0746;SPC VA S     - 1,168,070.    3,495,700.      MT  (+/- 180 meters Scaled)
 GW0746
 GW0746                          SUPERSEDED SURVEY CONTROL
 GW0746
 GW0746  NGVD 29 (??/??/92)  126.283  (m)          414.31   (f) ADJ UNCH    2 0
 GW0746
 GW0746.Superseded values are not recommended for survey control.
 GW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0746.See file dsdata.txt to determine how the superseded data were derived.
 GW0746
 GW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB156917(NAD 83)
 GW0746_MARKER: Q = CHISELED SQUARE
 GW0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0746_SP_SET: BRIDGE
 GW0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0746
 GW0746  HISTORY     - Date     Condition        Report By
 GW0746  HISTORY     - UNK      MONUMENTED       USGS
 GW0746  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0746
 GW0746                          STATION DESCRIPTION
 GW0746
 GW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0746'1.3 MI S FROM KEENE.
 GW0746'1.3 MILES SOUTH ALONG STATE HIGHWAY 613 FROM THE POST OFFICE, 270
 GW0746'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, AT A CONCRETE
 GW0746'BRIDGE, AND ON THE CENTER OF THE TOP OF THE EAST CONCRETE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0432 ***********************************************************************
 HW0432  DESIGNATION -  414.76
 HW0432  PID         -  HW0432
 HW0432  STATE/COUNTY-  VA/ALBEMARLE
 HW0432  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0432
 HW0432                         *CURRENT SURVEY CONTROL
 HW0432  ___________________________________________________________________
 HW0432* NAD 83(1986)-  38 10 08.     (N)    078 20 20.     (W)     SCALED    
 HW0432* NAVD 88     -       126.128  (meters)     413.80   (feet)  ADJUSTED  
 HW0432  ___________________________________________________________________
 HW0432  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0432  DYNAMIC HT  -         126.041 (meters)     413.52  (feet)  COMP
 HW0432  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 HW0432
 HW0432  VERT ORDER  -  SECOND    CLASS 0
 HW0432
 HW0432.The horizontal coordinates were scaled from a topographic map and have
 HW0432.an estimated accuracy of +/- 6 seconds.
 HW0432
 HW0432.The orthometric height was determined by differential leveling
 HW0432.and adjusted by the National Geodetic Survey in June 1991..
 HW0432
 HW0432.The geoid height was determined by GEOID03.
 HW0432
 HW0432.The dynamic height is computed by dividing the NAVD 88
 HW0432.geopotential number by the normal gravity value computed on the
 HW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0432.degrees latitude (g = 980.6199 gals.).
 HW0432
 HW0432.The modeled gravity was interpolated from observed gravity values.
 HW0432
 HW0432;                    North         East    Units  Estimated Accuracy
 HW0432;SPC VA S     - 1,203,720.    3,514,120.      MT  (+/- 180 meters Scaled)
 HW0432
 HW0432                          SUPERSEDED SURVEY CONTROL
 HW0432
 HW0432  NGVD 29 (??/??/92)  126.360  (m)          414.57   (f) ADJ UNCH    2 0
 HW0432
 HW0432.Superseded values are not recommended for survey control.
 HW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0432.See file dsdata.txt to determine how the superseded data were derived.
 HW0432
 HW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC331279(NAD 83)
 HW0432_MARKER: Q = CHISELED SQUARE
 HW0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0432_SP_SET: PIER
 HW0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0432
 HW0432  HISTORY     - Date     Condition        Report By
 HW0432  HISTORY     - UNK      MONUMENTED       USGS
 HW0432  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0432
 HW0432                          STATION DESCRIPTION
 HW0432
 HW0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0432'AT BURNLEY.
 HW0432'AT BURNLEY, ALBEMARLE COUNTY, ABOUT 450 FEET NORTH OF THE SOUTHERN
 HW0432'RAILWAY STATION, AT AN OVERHEAD BRIDGE, ON THE TOP OF THE NORTH
 HW0432'END OF THE EAST CONCRETE PIER, AND EAST OF THE TRACK.  A CHISELED
 HW0432'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0808 ***********************************************************************
 FX0808  DESIGNATION -  41.6
 FX0808  PID         -  FX0808
 FX0808  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0808  USGS QUAD   -  RAYNOR (1968)
 FX0808
 FX0808                         *CURRENT SURVEY CONTROL
 FX0808  ___________________________________________________________________
 FX0808* NAD 83(1986)-  36 52 44.     (N)    076 51 09.     (W)     SCALED    
 FX0808* NAVD 88     -        12.02   (+/-2cm)      39.4    (feet)  VERTCON   
 FX0808  ___________________________________________________________________
 FX0808  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 FX0808
 FX0808  VERT ORDER  -  ? (See Below)
 FX0808
 FX0808.The horizontal coordinates were scaled from a topographic map and have
 FX0808.an estimated accuracy of +/- 6 seconds.
 FX0808
 FX0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0808.The vertical order pertains to the NGVD 29 superseded value.
 FX0808
 FX0808.The geoid height was determined by GEOID03.
 FX0808
 FX0808;                    North         East    Units  Estimated Accuracy
 FX0808;SPC VA S     - 1,061,820.    3,646,870.      MT  (+/- 180 meters Scaled)
 FX0808
 FX0808                          SUPERSEDED SURVEY CONTROL
 FX0808
 FX0808  NGVD 29 (??/??/92)   12.421  (m)           40.75   (f) ADJ UNCH    ?  
 FX0808
 FX0808.Superseded values are not recommended for survey control.
 FX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0808.See file dsdata.txt to determine how the superseded data were derived.
 FX0808
 FX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF349830(NAD 83)
 FX0808_MARKER: O = CHISELED CIRCLE
 FX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0808_SP_SET: CULVERT
 FX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0808
 FX0808  HISTORY     - Date     Condition        Report By
 FX0808  HISTORY     - UNK      MONUMENTED       NWRR
 FX0808  HISTORY     - 1960     GOOD             NGS
 FX0808
 FX0808                          STATION DESCRIPTION
 FX0808
 FX0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0808'1.2 MI NW FROM ZUNI.
 FX0808'IN SOUTHAMPTON COUNTY, 1.2 MILES NORTHWEST ALONG THE NORFOLK
 FX0808'AND WESTERN RAILWAY FROM THE STATION AT ZUNI, ISLE OF WIGHT
 FX0808'COUNTY, 0.6 MILE NORTHWEST OF MILEPOST 41, 0.6 MILE SOUTHEAST
 FX0808'OF AN OVERHEAD CROSSING (SECONDARY STATE HIGHWAY 635), 700 FEET
 FX0808'SOUTHEAST OF AUTOMATIC SIGNAL 419, AT AN 8-FOOT CONCRETE-ARCH
 FX0808'CULVERT, ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 FX0808'HEADWALL, AND ON THE NORTHEAST SIDE OF THE TRACK.  A CHISELED
 FX0808'CIRCLE.  NOTE-- BENCH MARK RV 15 (N. AND W.RY.) IS ON THE SAME
 FX0808'HEADWALL AND IS 5 INCHES SOUTHWEST OF THE ABOVE DESCRIBED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3802 ***********************************************************************
 HV3802  DESIGNATION -  416.2 USGS
 HV3802  PID         -  HV3802
 HV3802  STATE/COUNTY-  VA/FAUQUIER
 HV3802  USGS QUAD   -  WARRENTON (1978)
 HV3802
 HV3802                         *CURRENT SURVEY CONTROL
 HV3802  ___________________________________________________________________
 HV3802* NAD 83(1986)-  38 41 37.     (N)    077 49 49.     (W)     SCALED    
 HV3802* NAVD 88     -       126.502  (meters)     415.03   (feet)  ADJUSTED  
 HV3802  ___________________________________________________________________
 HV3802  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV3802  DYNAMIC HT  -         126.428 (meters)     414.79  (feet)  COMP
 HV3802  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 HV3802
 HV3802  VERT ORDER  -  SECOND    CLASS 0
 HV3802
 HV3802.The horizontal coordinates were scaled from a topographic map and have
 HV3802.an estimated accuracy of +/- 6 seconds.
 HV3802
 HV3802.The orthometric height was determined by differential leveling
 HV3802.and adjusted by the National Geodetic Survey in June 1991..
 HV3802
 HV3802.The geoid height was determined by GEOID03.
 HV3802
 HV3802.The dynamic height is computed by dividing the NAVD 88
 HV3802.geopotential number by the normal gravity value computed on the
 HV3802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3802.degrees latitude (g = 980.6199 gals.).
 HV3802
 HV3802.The modeled gravity was interpolated from observed gravity values.
 HV3802
 HV3802;                    North         East    Units  Estimated Accuracy
 HV3802;SPC VA N     - 2,114,200.    3,558,260.      MT  (+/- 180 meters Scaled)
 HV3802
 HV3802                          SUPERSEDED SURVEY CONTROL
 HV3802
 HV3802  NGVD 29 (??/??/??)  126.724  (m)          415.76   (f) ADJUSTED    2 0
 HV3802
 HV3802.Superseded values are not recommended for survey control.
 HV3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3802.See file dsdata.txt to determine how the superseded data were derived.
 HV3802
 HV3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH538865(NAD 83)
 HV3802_MARKER: Q = CHISELED SQUARE
 HV3802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3802_SP_SET: CULVERT
 HV3802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3802
 HV3802  HISTORY     - Date     Condition        Report By
 HV3802  HISTORY     - UNK      MONUMENTED       USGS
 HV3802  HISTORY     - 1941     GOOD             CGS
 HV3802
 HV3802                          STATION DESCRIPTION
 HV3802
 HV3802'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3802'2.6 MI SW FROM WARRENTON.
 HV3802'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 HV3802'COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, AT A CULVERT OVER
 HV3802'GREAT RUN, AND ON THE TOP OF THE SOUTHEAST CORNER.  A CHISELED
 HV3802'SQUARE, MARKED 416.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3602 ***********************************************************************
 GA3602  DESIGNATION -  41A NPS 1963
 GA3602  PID         -  GA3602
 GA3602  STATE/COUNTY-  VA/LEE
 GA3602  USGS QUAD   -  MIDDLESBORO SOUTH (1991)
 GA3602
 GA3602                         *CURRENT SURVEY CONTROL
 GA3602  ___________________________________________________________________
 GA3602* NAD 83(1993)-  36 36 01.59217(N)    083 39 43.65708(W)     ADJUSTED  
 GA3602* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 GA3602  ___________________________________________________________________
 GA3602  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GA3602  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA3602
 GA3602  HORZ ORDER  -  SECOND
 GA3602
 GA3602.The horizontal coordinates were established by classical geodetic methods
 GA3602.and adjusted by the National Geodetic Survey in December 1995..
 GA3602
 GA3602.The orthometric height was scaled from a topographic map.
 GA3602
 GA3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3602
 GA3602.The geoid height was determined by GEOID03.
 GA3602
 GA3602;                    North         East     Units Scale Factor Converg.
 GA3602;SPC VA S     - 1,042,268.018 3,038,331.695   MT  1.00003433   -3 07 58.9
 GA3602;SPC VA S     - 3,419,507.66  9,968,259.90   sFT  1.00003433   -3 07 58.9
 GA3602;SPC TN       -   254,040.781   809,169.778   MT  1.00003776   +1 22 07.3
 GA3602;SPC TN       -   833,465.46  2,654,751.18   sFT  1.00003776   +1 22 07.3
 GA3602;UTM  17      - 4,053,849.327   261,875.821   MT  1.00029865   -1 35 16.8
 GA3602
 GA3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3602!SPC VA S     -   0.99993780  x   1.00003433  =   0.99997213
 GA3602!SPC TN       -   0.99993780  x   1.00003776  =   0.99997556
 GA3602!UTM  17      -   0.99993780  x   1.00029865  =   1.00023643
 GA3602
 GA3602                          SUPERSEDED SURVEY CONTROL
 GA3602
 GA3602  NAD 83(1993)-  36 36 01.58339(N)    083 39 43.65621(W) AD(       ) 2
 GA3602  NAD 83(1993)-  36 36 01.60135(N)    083 39 43.65767(W) AD(       ) 2
 GA3602  NAD 83(1986)-  36 36 01.60136(N)    083 39 43.65766(W) AD(       ) 2
 GA3602  NAD 27      -  36 36 01.31624(N)    083 39 43.96874(W) AD(       ) 2
 GA3602
 GA3602.Superseded values are not recommended for survey control.
 GA3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3602.See file dsdata.txt to determine how the superseded data were derived.
 GA3602
 GA3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA6187653849(NAD 83)
 GA3602_MARKER: DD = SURVEY DISK
 GA3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3602+STABILITY: SURFACE MOTION
 GA3602
 GA3602  HISTORY     - Date     Condition        Report By
 GA3602  HISTORY     - 1963     MONUMENTED       NPS
 GA3602  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 GA3602
 GA3602                          STATION DESCRIPTION
 GA3602
 GA3602'DESCRIBED BY NATIONAL PARK SERVICE 1963
 GA3602'THE MARK IS 30
 GA3602'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 25E,
 GA3602'21 FEET NORTH-NORTHWEST OF A 20-INCH PINE TREE, AND 15 FEET
 GA3602'NORTHWEST OF THE VIRGINIA BOUNDARY SIGN 1D11.  IT IS A NATIONAL
 GA3602'PARK SERVICE DISK SET IN A 3-INCH SQUARE, CONCRETE MONUMENT
 GA3602'THAT PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE AND THE DISK IS
 GA3602'STAMPED U.S.D.I. NPS 41A.
 GA3602
 GA3602                          STATION RECOVERY (2005)
 GA3602
 GA3602'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GA3602'AT THIS SITE THERE IS A RECENTLY BUILT 0.2 MILE SERPINTINE HANDICAPPED
 GA3602'WALKWAY AND CONSTRUCTION DEBRIS INCLUDING WHAT APPEARS TO BE THE BASE
 GA3602'OF THE IDH SIGN. THE STUMP OF A ROTTEN TREE IS PRESUMED TO BE THE 20
 GA3602'INCH PINE AS NO OTHER TREES OF THIS SIZE WERE LOCATED.EXTENSIVE
 GA3602'GRADING HAS BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0266 ***********************************************************************
 GV0266  DESIGNATION -  42
 GV0266  PID         -  GV0266
 GV0266  STATE/COUNTY-  VA/MATHEWS
 GV0266  USGS QUAD   -  WARE NECK (1980)
 GV0266
 GV0266                         *CURRENT SURVEY CONTROL
 GV0266  ___________________________________________________________________
 GV0266* NAD 83(1986)-  37 29 34.     (N)    076 26 12.     (W)     SCALED    
 GV0266* NAVD 88     -        12.436  (meters)      40.80   (feet)  ADJUSTED  
 GV0266  ___________________________________________________________________
 GV0266  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 GV0266  DYNAMIC HT  -          12.427 (meters)      40.77  (feet)  COMP
 GV0266  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 GV0266
 GV0266  VERT ORDER  -  THIRD
 GV0266
 GV0266.The horizontal coordinates were scaled from a topographic map and have
 GV0266.an estimated accuracy of +/- 6 seconds.
 GV0266
 GV0266.The orthometric height was determined by differential leveling
 GV0266.and adjusted by the National Geodetic Survey in June 1991..
 GV0266
 GV0266.The geoid height was determined by GEOID03.
 GV0266
 GV0266.The dynamic height is computed by dividing the NAVD 88
 GV0266.geopotential number by the normal gravity value computed on the
 GV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0266.degrees latitude (g = 980.6199 gals.).
 GV0266
 GV0266.The modeled gravity was interpolated from observed gravity values.
 GV0266
 GV0266;                    North         East    Units  Estimated Accuracy
 GV0266;SPC VA S     - 1,130,660.    3,682,450.      MT  (+/- 180 meters Scaled)
 GV0266
 GV0266                          SUPERSEDED SURVEY CONTROL
 GV0266
 GV0266  NGVD 29 (??/??/??)   12.814  (m)           42.04   (f) ADJUSTED    3 0
 GV0266
 GV0266.Superseded values are not recommended for survey control.
 GV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0266.See file dsdata.txt to determine how the superseded data were derived.
 GV0266
 GV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG729505(NAD 83)
 GV0266_MARKER: DD = SURVEY DISK
 GV0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0266_SP_SET: PAVEMENT
 GV0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0266
 GV0266  HISTORY     - Date     Condition        Report By
 GV0266  HISTORY     - 1916     MONUMENTED       USGS
 GV0266  HISTORY     - 1961     GOOD             CGS
 GV0266  HISTORY     - 1988     GOOD             USPSQD
 GV0266  HISTORY     - 19920404 MARK NOT FOUND   USPSQD
 GV0266  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0266
 GV0266                          STATION DESCRIPTION
 GV0266
 GV0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0266'2.6 MI SW FROM COBBS CREEK.
 GV0266'MARK IS LOCATED 2.6 MILES SOUTHWEST ALONG STATE HIGHWAYS 198 AND 3
 GV0266'FROM THE GRADE SCHOOL AT COBBS CREEK IN THE SOUTHEAST ANGLE OF THE
 GV0266'TWO HIGHWAYS.  IT IS 43 FEET OF THE CENTER OF HIGHWAY 198, 42 FEET
 GV0266'NORTHWEST OF THE NORTHWEST CORNER OF MR. ADAMS STORE AND 24 FEET
 GV0266'SOUTHEAST OF HIGHWAY 3 AND IN THE BLACK TOP PAVEMENT AND PROJECTS
 GV0266'ABOUT 1 INCH.  NOTE-- THIS MARK SHOULD BE USED WITH CARE AS IT IS
 GV0266'IN THE PAVEMENT AND IS SMOOTH FROM BEING RUN OVER BY CARS AND
 GV0266'TRUCKS.  USE WITH CAUTION.
 GV0266
 GV0266                          STATION RECOVERY (1988)
 GV0266
 GV0266'RECOVERY NOTE BY US POWER SQUADRON 1988 (WGD)
 GV0266'RECOVERED IN GOOD CONDITION.
 GV0266
 GV0266                          STATION RECOVERY (1992)
 GV0266
 GV0266'RECOVERY NOTE BY US POWER SQUADRON 1992
 GV0266'MARK NOT FOUND.
 GV0266
 GV0266                          STATION RECOVERY (2002)
 GV0266
 GV0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5290 ***********************************************************************
 GV5290  DESIGNATION -  42
 GV5290  PID         -  GV5290
 GV5290  STATE/COUNTY-  VA/C OF RICHMOND
 GV5290  USGS QUAD   -  RICHMOND (1994)
 GV5290
 GV5290                         *CURRENT SURVEY CONTROL
 GV5290  ___________________________________________________________________
 GV5290* NAD 83(1993)-  37 30 31.45272(N)    077 28 57.38809(W)     ADJUSTED  
 GV5290* NAVD 88     -        62.52   (+/-2cm)     205.1    (feet)  VERTCON   
 GV5290  ___________________________________________________________________
 GV5290  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5290  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5290
 GV5290  HORZ ORDER  -  SECOND
 GV5290  VERT ORDER  -  THIRD ? (See Below)
 GV5290
 GV5290.The horizontal coordinates were established by classical geodetic methods
 GV5290.and adjusted by the National Geodetic Survey in November 1994..
 GV5290
 GV5290.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5290.The vertical order pertains to the NGVD 29 superseded value.
 GV5290
 GV5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5290
 GV5290.The geoid height was determined by GEOID03.
 GV5290
 GV5290;                    North         East     Units Scale Factor Converg.
 GV5290;SPC VA S     - 1,130,925.549 3,589,946.494   MT  0.99994843   +0 37 02.9
 GV5290;SPC VA S     - 3,710,378.24 11,778,016.12   sFT  0.99994843   +0 37 02.9
 GV5290;UTM  18      - 4,154,206.244   280,569.764   MT  1.00019313   -1 30 44.0
 GV5290
 GV5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5290!SPC VA S     -   0.99999537  x   0.99994843  =   0.99994380
 GV5290!UTM  18      -   0.99999537  x   1.00019313  =   1.00018850
 GV5290
 GV5290:                Primary Azimuth Mark                     Grid Az
 GV5290:SPC VA S     -  41                                       114 52 09.6
 GV5290:UTM  18      -  41                                       116 59 56.5
 GV5290
 GV5290|---------------------------------------------------------------------|
 GV5290| PID    Reference Object                     Distance      Geod. Az  |
 GV5290|                                                           dddmmss.s |
 GV5290| GV5289 41                                  APPROX. 0.7 KM 1152912.5 |
 GV5290| DC5501 42 RM                                24.034 METERS 11821     |
 GV5290|---------------------------------------------------------------------|
 GV5290
 GV5290                          SUPERSEDED SURVEY CONTROL
 GV5290
 GV5290  NAD 83(1986)-  37 30 31.45899(N)    077 28 57.40514(W) AD(       ) 2
 GV5290  NAD 27      -  37 30 30.92966(N)    077 28 58.45954(W) AD(       ) 2
 GV5290  NGVD 29 (07/19/86)   62.83   (m)          206.1    (f) LEVELING    3  
 GV5290
 GV5290.Superseded values are not recommended for survey control.
 GV5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5290.See file dsdata.txt to determine how the superseded data were derived.
 GV5290
 GV5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8057054206(NAD 83)
 GV5290_MARKER: Z = SEE DESCRIPTION
 GV5290_SETTING: 0 = UNSPECIFIED SETTING
 GV5290
 GV5290  HISTORY     - Date     Condition        Report By
 GV5290  HISTORY     - 1972     MONUMENTED       VA2060
 GV5290  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5290  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5290  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5290  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV5290
 GV5290                          STATION DESCRIPTION
 GV5290
 GV5290'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5290'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5290'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 0.80
 GV5290'MILE TO INTERSECTION WITH U.S. ROUTE 60, THENCE EAST ON U.S. ROUTE
 GV5290'60 0.10 MILE TO INTERSECTION WITH RAILROAD TRACKS, THENCE
 GV5290'SOUTHEAST ON RAILROAD TRACKS APPROXIMATELY 363 FEET TO POINT NO.
 GV5290'42.
 GV5290'
 GV5290'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND, NO
 GV5290'MARKINGS.
 GV5290'
 GV5290'118 FEET E. OF CITY BENCH MARK, 8.4 FEET E. OF R. R. SWITCH, 8.5
 GV5290'FEET S. OF C/L OF R. R. TRACKS, 363 FEET S. E. OF E. P. OF RT. 60.
 GV5290'
 GV5290'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5290'CENTER OF PIN, SET FLUSH GROUND.  5.85 FEET S. OF CENTER OF R. R.
 GV5290'SIDE TRACK, 87.3 FEET E. OF R. R. SWITCH, 442 FEET E. OF E. P. OF
 GV5290'RT. 60.
 GV5290'
 GV5290'DISTANCE BETWEEN PT. 42 AND R. M. IS 78.86 FT., 24.034 M.
 GV5290'
 GV5290'NEAREST TOWN--RICHMOND.
 GV5290
 GV5290                          STATION RECOVERY (1995)
 GV5290
 GV5290'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5290'MARK NOT FOUND.
 GV5290
 GV5290                          STATION RECOVERY (2000)
 GV5290
 GV5290'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5290'MARK NOT FOUND.
 GV5290
 GV5290                          STATION RECOVERY (2003)
 GV5290
 GV5290'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5290'MARK NOT FOUND.
 GV5290
 GV5290                          STATION RECOVERY (2005)
 GV5290
 GV5290'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5290'SEARCHED AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0267 ***********************************************************************
 GV0267  DESIGNATION -  42 RESET
 GV0267  PID         -  GV0267
 GV0267  STATE/COUNTY-  VA/MATHEWS
 GV0267  USGS QUAD   -  WARE NECK (1980)
 GV0267
 GV0267                         *CURRENT SURVEY CONTROL
 GV0267  ___________________________________________________________________
 GV0267* NAD 83(1986)-  37 29 34.     (N)    076 26 12.     (W)     SCALED    
 GV0267* NAVD 88     -        12.465  (meters)      40.90   (feet)  ADJUSTED  
 GV0267  ___________________________________________________________________
 GV0267  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 GV0267  DYNAMIC HT  -          12.457 (meters)      40.87  (feet)  COMP
 GV0267  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 GV0267
 GV0267  VERT ORDER  -  SECOND    CLASS 0
 GV0267
 GV0267.The horizontal coordinates were scaled from a topographic map and have
 GV0267.an estimated accuracy of +/- 6 seconds.
 GV0267
 GV0267.The orthometric height was determined by differential leveling
 GV0267.and adjusted by the National Geodetic Survey in June 1991..
 GV0267
 GV0267.The geoid height was determined by GEOID03.
 GV0267
 GV0267.The dynamic height is computed by dividing the NAVD 88
 GV0267.geopotential number by the normal gravity value computed on the
 GV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0267.degrees latitude (g = 980.6199 gals.).
 GV0267
 GV0267.The modeled gravity was interpolated from observed gravity values.
 GV0267
 GV0267;                    North         East    Units  Estimated Accuracy
 GV0267;SPC VA S     - 1,130,660.    3,682,450.      MT  (+/- 180 meters Scaled)
 GV0267
 GV0267                          SUPERSEDED SURVEY CONTROL
 GV0267
 GV0267  NGVD 29 (??/??/??)   12.70   (m)           41.7    (f) RESET       3  
 GV0267
 GV0267.Superseded values are not recommended for survey control.
 GV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0267.See file dsdata.txt to determine how the superseded data were derived.
 GV0267
 GV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG729505(NAD 83)
 GV0267_MARKER: P = PIPE CAP
 GV0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0267_STAMPING: 42 RESET 1947
 GV0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0267
 GV0267  HISTORY     - Date     Condition        Report By
 GV0267  HISTORY     - 1947     MONUMENTED       VADH
 GV0267  HISTORY     - 1961     GOOD             CGS
 GV0267  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0267  HISTORY     - 19920404 MARK NOT FOUND   USPSQD
 GV0267  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0267
 GV0267                          STATION DESCRIPTION
 GV0267
 GV0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0267'2.6 MI SW FROM COBBS CREEK.
 GV0267'ORIGINAL DESCRIPTION-- 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 198
 GV0267'FROM THE GRADE SCHOOL AT COBBS CREEK, AT SOLES, ON THE IDA B.
 GV0267'AND B.K. ADAMS PROPERTY, 137 FEET SOUTHEAST OF THE JUNCTION OF
 GV0267'SECONDARY STATE HIGHWAY 627, AT THE BEGINNING OF A CURVE, AND 85
 GV0267'FEET SOUTHWEST OF THE HIGHWAY AT STATION 464+91.  A USGS STANDARD
 GV0267'CAP STAMPED 42 RESET 1947 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GV0267'IRON PIPE.  RECOVERED AS DESCRIBED EXCEPT HIGHWAY 627 IS NOW
 GV0267'HIGHWAY 3 AND THE MARK IS 1.0 FOOT EAST OF A 24-INCH PECAN TREE
 GV0267'AND 10 FEET NORTH OF THE NORTH EDGE OF MR. ADAMS PORCH.  NOTE--
 GV0267'THIS MARK SHOULD BE USED WITH CARE AS IT IS SET TOO NEAR TO A
 GV0267'LARGE TREE AND THE ROOTS MAY MOVE THE MARK.  USE WITH CAUTION.
 GV0267
 GV0267                          STATION RECOVERY (1971)
 GV0267
 GV0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0267'MARK NOT FOUND.
 GV0267
 GV0267                          STATION RECOVERY (1992)
 GV0267
 GV0267'RECOVERY NOTE BY US POWER SQUADRON 1992
 GV0267'MARK NOT FOUND.
 GV0267
 GV0267                          STATION RECOVERY (2002)
 GV0267
 GV0267'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3497 ***********************************************************************
 HV3497  DESIGNATION -  422 USE
 HV3497  PID         -  HV3497
 HV3497  STATE/COUNTY-  VA/FAUQUIER
 HV3497  USGS QUAD   -  MIDDLEBURG (1981)
 HV3497
 HV3497                         *CURRENT SURVEY CONTROL
 HV3497  ___________________________________________________________________
 HV3497* NAD 83(1986)-  38 56 27.     (N)    077 44 32.     (W)     SCALED    
 HV3497* NAVD 88     -       129.573  (meters)     425.11   (feet)  ADJUSTED  
 HV3497  ___________________________________________________________________
 HV3497  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3497  DYNAMIC HT  -         129.496 (meters)     424.85  (feet)  COMP
 HV3497  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 HV3497
 HV3497  VERT ORDER  -  SECOND    CLASS 0
 HV3497
 HV3497.The horizontal coordinates were scaled from a topographic map and have
 HV3497.an estimated accuracy of +/- 6 seconds.
 HV3497
 HV3497.The orthometric height was determined by differential leveling
 HV3497.and adjusted by the National Geodetic Survey in June 1991..
 HV3497
 HV3497.The geoid height was determined by GEOID03.
 HV3497
 HV3497.The dynamic height is computed by dividing the NAVD 88
 HV3497.geopotential number by the normal gravity value computed on the
 HV3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3497.degrees latitude (g = 980.6199 gals.).
 HV3497
 HV3497.The modeled gravity was interpolated from observed gravity values.
 HV3497
 HV3497;                    North         East    Units  Estimated Accuracy
 HV3497;SPC VA N     - 2,141,700.    3,565,700.      MT  (+/- 180 meters Scaled)
 HV3497
 HV3497                          SUPERSEDED SURVEY CONTROL
 HV3497
 HV3497  NGVD 29 (??/??/??)  129.772  (m)          425.76   (f) ADJUSTED    2 0
 HV3497
 HV3497.Superseded values are not recommended for survey control.
 HV3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3497.See file dsdata.txt to determine how the superseded data were derived.
 HV3497
 HV3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ623137(NAD 83)
 HV3497_MARKER: DD = SURVEY DISK
 HV3497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3497_SP_SET: BRIDGE
 HV3497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3497
 HV3497  HISTORY     - Date     Condition        Report By
 HV3497  HISTORY     - UNK      MONUMENTED       DOD
 HV3497  HISTORY     - 1935     GOOD             CGS
 HV3497  HISTORY     - 1941     GOOD             CGS
 HV3497
 HV3497                          STATION DESCRIPTION
 HV3497
 HV3497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3497'2.2 MI S FROM MIDDLEBURG.
 HV3497'IN FAUQUIER COUNTY, ABOUT 2.2 MILES SOUTH ALONG STATE RTE. 626
 HV3497'FROM THE NATIONAL BANK AT MIDDLEBURG,LOUDOUN COUNTY, AT A
 HV3497'CONCRETE BRIDGE OVER BURNT MILL RUN, AT THE NORTH END OF THE
 HV3497'GUARDRAIL, IN THE TOP OF THE NORTH END OF THE CONCRETE HEAD
 HV3497'WALL, AND 9.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 HV3497'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 HV3497
 HV3497                          STATION RECOVERY (1941)
 HV3497
 HV3497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0741 ***********************************************************************
 GW0741  DESIGNATION -  424.41
 GW0741  PID         -  GW0741
 GW0741  STATE/COUNTY-  VA/ALBEMARLE
 GW0741  USGS QUAD   -  ALBERENE (1980)
 GW0741
 GW0741                         *CURRENT SURVEY CONTROL
 GW0741  ___________________________________________________________________
 GW0741* NAD 83(1986)-  37 53 22.     (N)    078 32 58.     (W)     SCALED    
 GW0741* NAVD 88     -       129.176  (meters)     423.80   (feet)  ADJUSTED  
 GW0741  ___________________________________________________________________
 GW0741  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW0741  DYNAMIC HT  -         129.087 (meters)     423.51  (feet)  COMP
 GW0741  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 GW0741
 GW0741  VERT ORDER  -  SECOND    CLASS 0
 GW0741
 GW0741.The horizontal coordinates were scaled from a topographic map and have
 GW0741.an estimated accuracy of +/- 6 seconds.
 GW0741
 GW0741.The orthometric height was determined by differential leveling
 GW0741.and adjusted by the National Geodetic Survey in June 1991..
 GW0741
 GW0741.The geoid height was determined by GEOID03.
 GW0741
 GW0741.The dynamic height is computed by dividing the NAVD 88
 GW0741.geopotential number by the normal gravity value computed on the
 GW0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0741.degrees latitude (g = 980.6199 gals.).
 GW0741
 GW0741.The modeled gravity was interpolated from observed gravity values.
 GW0741
 GW0741;                    North         East    Units  Estimated Accuracy
 GW0741;SPC VA S     - 1,172,700.    3,495,650.      MT  (+/- 180 meters Scaled)
 GW0741
 GW0741                          SUPERSEDED SURVEY CONTROL
 GW0741
 GW0741  NGVD 29 (??/??/92)  129.438  (m)          424.66   (f) ADJ UNCH    2 0
 GW0741
 GW0741.Superseded values are not recommended for survey control.
 GW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0741.See file dsdata.txt to determine how the superseded data were derived.
 GW0741
 GW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB154963(NAD 83)
 GW0741_MARKER: Q = CHISELED SQUARE
 GW0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0741_SP_SET: CULVERT
 GW0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0741
 GW0741  HISTORY     - Date     Condition        Report By
 GW0741  HISTORY     - UNK      MONUMENTED       USGS
 GW0741  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0741
 GW0741                          STATION DESCRIPTION
 GW0741
 GW0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0741'1.4 MI S FROM CARTERS BRIDGE.
 GW0741'1.4 MILES SOUTH ALONG STATE HIGHWAY 613 AT A CONCRETE BOX CULVERT,
 GW0741'AND ON THE TOP OF THE NORTH END OF THE EAST COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0673 ***********************************************************************
 FY0673  DESIGNATION -  425
 FY0673  PID         -  FY0673
 FY0673  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0673  USGS QUAD   -  DANVILLE (1984)
 FY0673
 FY0673                         *CURRENT SURVEY CONTROL
 FY0673  ___________________________________________________________________
 FY0673* NAD 83(1986)-  36 35 06.     (N)    079 22 56.     (W)     SCALED    
 FY0673* NAVD 88     -       129.325  (meters)     424.29   (feet)  ADJUSTED  
 FY0673  ___________________________________________________________________
 FY0673  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY0673  DYNAMIC HT  -         129.220 (meters)     423.95  (feet)  COMP
 FY0673  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 FY0673
 FY0673  VERT ORDER  -  FIRST     CLASS II
 FY0673
 FY0673.The horizontal coordinates were scaled from a topographic map and have
 FY0673.an estimated accuracy of +/- 6 seconds.
 FY0673
 FY0673.The orthometric height was determined by differential leveling
 FY0673.and adjusted by the National Geodetic Survey in June 1991..
 FY0673
 FY0673.The geoid height was determined by GEOID03.
 FY0673
 FY0673.The dynamic height is computed by dividing the NAVD 88
 FY0673.geopotential number by the normal gravity value computed on the
 FY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0673.degrees latitude (g = 980.6199 gals.).
 FY0673
 FY0673.The modeled gravity was interpolated from observed gravity values.
 FY0673
 FY0673;                    North         East    Units  Estimated Accuracy
 FY0673;SPC VA S     - 1,028,300.    3,421,050.      MT  (+/- 180 meters Scaled)
 FY0673
 FY0673                          SUPERSEDED SURVEY CONTROL
 FY0673
 FY0673  NGVD 29 (??/??/92)  129.582  (m)          425.14   (f) ADJ UNCH    1 2
 FY0673
 FY0673.Superseded values are not recommended for survey control.
 FY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0673.See file dsdata.txt to determine how the superseded data were derived.
 FY0673
 FY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA447500(NAD 83)
 FY0673_MARKER: X = CHISELED CROSS
 FY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0673_SP_SET: BRIDGE
 FY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0673
 FY0673  HISTORY     - Date     Condition        Report By
 FY0673  HISTORY     - UNK      MONUMENTED       USGS
 FY0673  HISTORY     - 1932     GOOD             NGS
 FY0673  HISTORY     - 1935     GOOD             NGS
 FY0673
 FY0673                          STATION DESCRIPTION
 FY0673
 FY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0673'AT DANVILLE.
 FY0673'AT DANVILLE, PITTSYLVANIA COUNTY, ABOUT 125 YARDS NORTH OF THE
 FY0673'SOUTHERN RAILWAY PASSENGER STATION, AT THE CONCRETE RAILWAY
 FY0673'BRIDGE OVER DAN RIVER, ON THE SOUTHWEST CORNER OF THE WEST
 FY0673'WALKWAY, 17 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND MAIN
 FY0673'TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A CHISELED
 FY0673'CROSS.
 FY0673
 FY0673                          STATION RECOVERY (1935)
 FY0673
 FY0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0676 ***********************************************************************
 HW0676  DESIGNATION -  426
 HW0676  PID         -  HW0676
 HW0676  STATE/COUNTY-  VA/LOUISA
 HW0676  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0676
 HW0676                         *CURRENT SURVEY CONTROL
 HW0676  ___________________________________________________________________
 HW0676* NAD 83(1986)-  38 03 27.     (N)    078 08 23.     (W)     SCALED    
 HW0676* NAVD 88     -       108.716  (meters)     356.68   (feet)  ADJUSTED  
 HW0676  ___________________________________________________________________
 HW0676  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0676  DYNAMIC HT  -         108.643 (meters)     356.44  (feet)  COMP
 HW0676  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HW0676
 HW0676  VERT ORDER  -  SECOND    CLASS 0
 HW0676
 HW0676.The horizontal coordinates were scaled from a topographic map and have
 HW0676.an estimated accuracy of +/- 6 seconds.
 HW0676
 HW0676.The orthometric height was determined by differential leveling
 HW0676.and adjusted by the National Geodetic Survey in June 1991..
 HW0676
 HW0676.The geoid height was determined by GEOID03.
 HW0676
 HW0676.The dynamic height is computed by dividing the NAVD 88
 HW0676.geopotential number by the normal gravity value computed on the
 HW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0676.degrees latitude (g = 980.6199 gals.).
 HW0676
 HW0676.The modeled gravity was interpolated from observed gravity values.
 HW0676
 HW0676;                    North         East    Units  Estimated Accuracy
 HW0676;SPC VA S     - 1,191,410.    3,531,620.      MT  (+/- 180 meters Scaled)
 HW0676
 HW0676                          SUPERSEDED SURVEY CONTROL
 HW0676
 HW0676  NGVD 29 (??/??/92)  108.966  (m)          357.50   (f) ADJ UNCH    2 0
 HW0676
 HW0676.Superseded values are not recommended for survey control.
 HW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0676.See file dsdata.txt to determine how the superseded data were derived.
 HW0676
 HW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC509160(NAD 83)
 HW0676_MARKER: DD = SURVEY DISK
 HW0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0676_SP_SET: BRIDGE
 HW0676_STAMPING: 426
 HW0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0676
 HW0676  HISTORY     - Date     Condition        Report By
 HW0676  HISTORY     - UNK      MONUMENTED       DOD
 HW0676  HISTORY     - 1935     GOOD             NGS
 HW0676  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0676  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 HW0676
 HW0676                          STATION DESCRIPTION
 HW0676
 HW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0676'3.8 MI W FROM TREVILIANS.
 HW0676'3.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE CHESAPEAKE AND
 HW0676'OHIO RAILWAY STATION AT TREVILIANS, LOUISA COUNTY, NEAR THE
 HW0676'WALDROP STORE, AT A CONCRETE BRIDGE OVER SOUTH ANNA RIVER, IN
 HW0676'THE TOP OF THE SOUTHWEST CORNER OF THE BRIDGE, AND ABOUT 1 1/2
 HW0676'FEET LOWER THAN THE ROADWAY.  A CORPS OF ENGINEERS, U.S. ARMY,
 HW0676'STANDARD DISK, STAMPED 426.
 HW0676
 HW0676                          STATION RECOVERY (1998)
 HW0676
 HW0676'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0676'MARK NOT FOUND.
 HW0676
 HW0676                          STATION RECOVERY (2002)
 HW0676
 HW0676'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0671 ***********************************************************************
 FY0671  DESIGNATION -  426
 FY0671  PID         -  FY0671
 FY0671  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0671  USGS QUAD   -  DANVILLE (1984)
 FY0671
 FY0671                         *CURRENT SURVEY CONTROL
 FY0671  ___________________________________________________________________
 FY0671* NAD 83(1986)-  36 35 03.     (N)    079 23 02.     (W)     SCALED    
 FY0671* NAVD 88     -       129.565  (meters)     425.08   (feet)  ADJUSTED  
 FY0671  ___________________________________________________________________
 FY0671  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY0671  DYNAMIC HT  -         129.460 (meters)     424.74  (feet)  COMP
 FY0671  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 FY0671
 FY0671  VERT ORDER  -  FIRST     CLASS II
 FY0671
 FY0671.The horizontal coordinates were scaled from a topographic map and have
 FY0671.an estimated accuracy of +/- 6 seconds.
 FY0671
 FY0671.The orthometric height was determined by differential leveling
 FY0671.and adjusted by the National Geodetic Survey in June 1991..
 FY0671
 FY0671.The geoid height was determined by GEOID03.
 FY0671
 FY0671.The dynamic height is computed by dividing the NAVD 88
 FY0671.geopotential number by the normal gravity value computed on the
 FY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0671.degrees latitude (g = 980.6199 gals.).
 FY0671
 FY0671.The modeled gravity was interpolated from observed gravity values.
 FY0671
 FY0671;                    North         East    Units  Estimated Accuracy
 FY0671;SPC VA S     - 1,028,210.    3,420,900.      MT  (+/- 180 meters Scaled)
 FY0671
 FY0671                          SUPERSEDED SURVEY CONTROL
 FY0671
 FY0671  NGVD 29 (??/??/92)  129.805  (m)          425.87   (f) ADJ UNCH    1 2
 FY0671
 FY0671.Superseded values are not recommended for survey control.
 FY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0671.See file dsdata.txt to determine how the superseded data were derived.
 FY0671
 FY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA445499(NAD 83)
 FY0671_MARKER: Q = CHISELED SQUARE
 FY0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0671_SP_SET: RETAINING WALL
 FY0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0671
 FY0671  HISTORY     - Date     Condition        Report By
 FY0671  HISTORY     - UNK      MONUMENTED       USGS
 FY0671  HISTORY     - 1966     GOOD             NGS
 FY0671
 FY0671                          STATION DESCRIPTION
 FY0671
 FY0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0671'AT DANVILLE.
 FY0671'AT DANVILLE, ALONG THE SOUTHERN RAILWAY, NEAR THE PASSENGER
 FY0671'STATION, ON THE TOP OF A CONCRETE RETAINING WALL, 3.5 FEET
 FY0671'NORTHWEST OF THE NORTHWEST RAIL OF SIDE TRACK, 53.4 FEET EAST
 FY0671'OF THE EAST CORNER OF THE BAGGAGE ROOM, 61.5 FEET NORTHEAST
 FY0671'OF BENCH MARK A 31 DESCRIBED, AND ABOUT 1 FOOT BELOW THE LEVEL
 FY0671'OF THE TRACK.  NOTE-- DIFFICULT TO DETERMINE OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0742 ***********************************************************************
 GW0742  DESIGNATION -  426.29
 GW0742  PID         -  GW0742
 GW0742  STATE/COUNTY-  VA/ALBEMARLE
 GW0742  USGS QUAD   -  ALBERENE (1980)
 GW0742
 GW0742                         *CURRENT SURVEY CONTROL
 GW0742  ___________________________________________________________________
 GW0742* NAD 83(1986)-  37 53 07.     (N)    078 32 55.     (W)     SCALED    
 GW0742* NAVD 88     -       129.751  (meters)     425.69   (feet)  ADJUSTED  
 GW0742  ___________________________________________________________________
 GW0742  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW0742  DYNAMIC HT  -         129.662 (meters)     425.40  (feet)  COMP
 GW0742  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GW0742
 GW0742  VERT ORDER  -  SECOND    CLASS 0
 GW0742
 GW0742.The horizontal coordinates were scaled from a topographic map and have
 GW0742.an estimated accuracy of +/- 6 seconds.
 GW0742
 GW0742.The orthometric height was determined by differential leveling
 GW0742.and adjusted by the National Geodetic Survey in June 1991..
 GW0742
 GW0742.The geoid height was determined by GEOID03.
 GW0742
 GW0742.The dynamic height is computed by dividing the NAVD 88
 GW0742.geopotential number by the normal gravity value computed on the
 GW0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0742.degrees latitude (g = 980.6199 gals.).
 GW0742
 GW0742.The modeled gravity was interpolated from observed gravity values.
 GW0742
 GW0742;                    North         East    Units  Estimated Accuracy
 GW0742;SPC VA S     - 1,172,230.    3,495,720.      MT  (+/- 180 meters Scaled)
 GW0742
 GW0742                          SUPERSEDED SURVEY CONTROL
 GW0742
 GW0742  NGVD 29 (??/??/92)  130.015  (m)          426.56   (f) ADJ UNCH    2 0
 GW0742
 GW0742.Superseded values are not recommended for survey control.
 GW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0742.See file dsdata.txt to determine how the superseded data were derived.
 GW0742
 GW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB155959(NAD 83)
 GW0742_MARKER: Q = CHISELED SQUARE
 GW0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0742_SP_SET: BRIDGE
 GW0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0742
 GW0742  HISTORY     - Date     Condition        Report By
 GW0742  HISTORY     - UNK      MONUMENTED       USGS
 GW0742  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0742
 GW0742                          STATION DESCRIPTION
 GW0742
 GW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0742'1.7 MI S FROM CARTERS BRIDGE.
 GW0742'1.7 MILES SOUTH ALONG STATE HIGHWAY 613, 600 FEET SOUTH OF
 GW0742'ROAD FORKS, WEST OF THE HIGHWAY, AT A CONCRETE BRIDGE, AND ON
 GW0742'THE CENTER OF THE TOP OF THE WEST COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0745 ***********************************************************************
 GW0745  DESIGNATION -  429.80
 GW0745  PID         -  GW0745
 GW0745  STATE/COUNTY-  VA/ALBEMARLE
 GW0745  USGS QUAD   -  ESMONT (1987)
 GW0745
 GW0745                         *CURRENT SURVEY CONTROL
 GW0745  ___________________________________________________________________
 GW0745* NAD 83(1986)-  37 51 06.     (N)    078 32 58.     (W)     SCALED    
 GW0745* NAVD 88     -       130.819  (meters)     429.20   (feet)  ADJUSTED  
 GW0745  ___________________________________________________________________
 GW0745  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW0745  DYNAMIC HT  -         130.728 (meters)     428.90  (feet)  COMP
 GW0745  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 GW0745
 GW0745  VERT ORDER  -  SECOND    CLASS 0
 GW0745
 GW0745.The horizontal coordinates were scaled from a topographic map and have
 GW0745.an estimated accuracy of +/- 6 seconds.
 GW0745
 GW0745.The orthometric height was determined by differential leveling
 GW0745.and adjusted by the National Geodetic Survey in June 1991..
 GW0745
 GW0745.The geoid height was determined by GEOID03.
 GW0745
 GW0745.The dynamic height is computed by dividing the NAVD 88
 GW0745.geopotential number by the normal gravity value computed on the
 GW0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0745.degrees latitude (g = 980.6199 gals.).
 GW0745
 GW0745.The modeled gravity was interpolated from observed gravity values.
 GW0745
 GW0745;                    North         East    Units  Estimated Accuracy
 GW0745;SPC VA S     - 1,168,500.    3,495,650.      MT  (+/- 180 meters Scaled)
 GW0745
 GW0745                          SUPERSEDED SURVEY CONTROL
 GW0745
 GW0745  NGVD 29 (??/??/92)  131.084  (m)          430.06   (f) ADJ UNCH    2 0
 GW0745
 GW0745.Superseded values are not recommended for survey control.
 GW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0745.See file dsdata.txt to determine how the superseded data were derived.
 GW0745
 GW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB156921(NAD 83)
 GW0745_MARKER: Q = CHISELED SQUARE
 GW0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0745_SP_SET: BRIDGE
 GW0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0745
 GW0745  HISTORY     - Date     Condition        Report By
 GW0745  HISTORY     - UNK      MONUMENTED       USGS
 GW0745  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0745
 GW0745                          STATION DESCRIPTION
 GW0745
 GW0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0745'1 MI S FROM KEENE.
 GW0745'1.0 MILE SOUTH ALONG STATE HIGHWAY 613 FROM THE POST OFFICE, AT
 GW0745'A CONCRETE BRIDGE, AND ON THE TOP OF THE SOUTHWEST COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5293 ***********************************************************************
 GV5293  DESIGNATION -  43
 GV5293  PID         -  GV5293
 GV5293  STATE/COUNTY-  VA/C OF RICHMOND
 GV5293  USGS QUAD   -  RICHMOND (1994)
 GV5293
 GV5293                         *CURRENT SURVEY CONTROL
 GV5293  ___________________________________________________________________
 GV5293* NAD 83(1993)-  37 30 53.39914(N)    077 29 35.20187(W)     ADJUSTED  
 GV5293* NAVD 88     -        64.14   (+/-2cm)     210.4    (feet)  VERTCON   
 GV5293  ___________________________________________________________________
 GV5293  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5293  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV5293
 GV5293  HORZ ORDER  -  SECOND
 GV5293  VERT ORDER  -  THIRD ? (See Below)
 GV5293
 GV5293.The horizontal coordinates were established by classical geodetic methods
 GV5293.and adjusted by the National Geodetic Survey in November 1994..
 GV5293
 GV5293.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5293.The vertical order pertains to the NGVD 29 superseded value.
 GV5293
 GV5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5293
 GV5293.The geoid height was determined by GEOID03.
 GV5293
 GV5293;                    North         East     Units Scale Factor Converg.
 GV5293;SPC VA S     - 1,131,592.123 3,589,010.682   MT  0.99994870   +0 36 40.0
 GV5293;SPC VA S     - 3,712,565.16 11,774,945.88   sFT  0.99994870   +0 36 40.0
 GV5293;UTM  18      - 4,154,907.309   279,659.146   MT  1.00019806   -1 31 07.8
 GV5293
 GV5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5293!SPC VA S     -   0.99999511  x   0.99994870  =   0.99994381
 GV5293!UTM  18      -   0.99999511  x   1.00019806  =   1.00019317
 GV5293
 GV5293|---------------------------------------------------------------------|
 GV5293| PID    Reference Object                     Distance      Geod. Az  |
 GV5293|                                                           dddmmss.s |
 GV5293| DC5502 43 RM                                20.427 METERS 05527     |
 GV5293| GV5299 44                                  APPROX. 1.8 KM 3470906.2 |
 GV5293|---------------------------------------------------------------------|
 GV5293
 GV5293                          SUPERSEDED SURVEY CONTROL
 GV5293
 GV5293  NAD 83(1986)-  37 30 53.40543(N)    077 29 35.21878(W) AD(       ) 2
 GV5293  NAD 27      -  37 30 52.87606(N)    077 29 36.27249(W) AD(       ) 2
 GV5293  NGVD 29 (07/19/86)   64.45   (m)          211.4    (f) LEVELING    3  
 GV5293
 GV5293.Superseded values are not recommended for survey control.
 GV5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5293.See file dsdata.txt to determine how the superseded data were derived.
 GV5293
 GV5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7965954907(NAD 83)
 GV5293_MARKER: Z = SEE DESCRIPTION
 GV5293_SETTING: 0 = UNSPECIFIED SETTING
 GV5293
 GV5293  HISTORY     - Date     Condition        Report By
 GV5293  HISTORY     - 1972     MONUMENTED       VA2060
 GV5293  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 GV5293  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5293  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5293
 GV5293                          STATION DESCRIPTION
 GV5293
 GV5293'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5293'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5293'ON WESTOVER HILLS BLVD., THENCE SOUTH ON WESTOVER HILLS BLVD. 0.25
 GV5293'MILE TO BASSETT AVE., THENCE WEST ON BASSETT 0.20 MILE TO RAILROAD
 GV5293'TRACKS, THENCE SOUTH ALONG RAILROAD TRACKS 202 FEET FROM C/L OF
 GV5293'BASSETT AVE. TO POINT NO. 43.
 GV5293'
 GV5293'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5293'
 GV5293'42.5 FEET S. E. OF CORNER OF CHAIN-LINK-TYPE FENCE, 11.49 FEET W. OF
 GV5293'CENTER OF SOUTHBOUND FLUSH TO GROUND.  35.2 FEET S. OF VEPCO POLE
 GV5293'NO. 64669, 32.6 FEET S. W. OF CORNER OF CHAIN-LINK FENCE, 18.35
 GV5293'FEET E. OF CENTER OF R. R. SIDE TRACK.
 GV5293'
 GV5293'DISTANCE BETWEEN PT. 43 AND R. M. IS 67.02 FT., 20.427 M.
 GV5293'
 GV5293'NEAREST TOWN--RICHMOND.
 GV5293
 GV5293                          STATION RECOVERY (1995)
 GV5293
 GV5293'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5293'MARK NOT FOUND.
 GV5293
 GV5293                          STATION RECOVERY (2000)
 GV5293
 GV5293'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5293'MARK NOT FOUND.
 GV5293
 GV5293                          STATION RECOVERY (2004)
 GV5293
 GV5293'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0904 ***********************************************************************
 FX0904  DESIGNATION -  43.1
 FX0904  PID         -  FX0904
 FX0904  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0904  USGS QUAD   -  BENNS CHURCH (1986)
 FX0904
 FX0904                         *CURRENT SURVEY CONTROL
 FX0904  ___________________________________________________________________
 FX0904* NAD 83(1986)-  36 56 16.     (N)    076 35 09.     (W)     SCALED    
 FX0904* NAVD 88     -        12.712  (meters)      41.71   (feet)  ADJUSTED  
 FX0904  ___________________________________________________________________
 FX0904  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 FX0904  DYNAMIC HT  -          12.702 (meters)      41.67  (feet)  COMP
 FX0904  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 FX0904
 FX0904  VERT ORDER  -  FIRST     CLASS II
 FX0904
 FX0904.The horizontal coordinates were scaled from a topographic map and have
 FX0904.an estimated accuracy of +/- 6 seconds.
 FX0904
 FX0904.The orthometric height was determined by differential leveling
 FX0904.and adjusted by the National Geodetic Survey in June 1991..
 FX0904
 FX0904.The geoid height was determined by GEOID03.
 FX0904
 FX0904.The dynamic height is computed by dividing the NAVD 88
 FX0904.geopotential number by the normal gravity value computed on the
 FX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0904.degrees latitude (g = 980.6199 gals.).
 FX0904
 FX0904.The modeled gravity was interpolated from observed gravity values.
 FX0904
 FX0904;                    North         East    Units  Estimated Accuracy
 FX0904;SPC VA S     - 1,068,810.    3,670,510.      MT  (+/- 180 meters Scaled)
 FX0904
 FX0904                          SUPERSEDED SURVEY CONTROL
 FX0904
 FX0904  NGVD 29 (??/??/92)   13.09   (m)           42.9    (f) COMPUTED    1 2
 FX0904
 FX0904.Superseded values are not recommended for survey control.
 FX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0904.See file dsdata.txt to determine how the superseded data were derived.
 FX0904
 FX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83)
 FX0904_MARKER: X = CHISELED CROSS
 FX0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0904_SP_SET: CURB
 FX0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0904
 FX0904  HISTORY     - Date     Condition        Report By
 FX0904  HISTORY     - UNK      MONUMENTED       RBNF
 FX0904  HISTORY     - 1932     GOOD             NGS
 FX0904  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX0904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0904
 FX0904                          STATION DESCRIPTION
 FX0904
 FX0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX0904'AT BENNS CHURCH.
 FX0904'IN THE EAST CORNER OF THE TRIANGLE FORMED BY THE INTERSECTION OF
 FX0904'STATE HIGHWAY 10 AND FORKED END OF THE JAMES RIVER BRIDGE HIGHWAY,
 FX0904'ABOUT 42 FEET FROM THE CENTERLINE OF HIGHWAY 10, A CHISELED CROSS
 FX0904'IN THE TOP OF A CONCRETE COPING CURB.
 FX0904
 FX0904                          STATION RECOVERY (1960)
 FX0904
 FX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0904'MARK NOT FOUND.
 FX0904
 FX0904                          STATION RECOVERY (2001)
 FX0904
 FX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0642 ***********************************************************************
 FY0642  DESIGNATION -  432
 FY0642  PID         -  FY0642
 FY0642  STATE/COUNTY-  VA/HALIFAX
 FY0642  USGS QUAD   -  NATHALIE (1990)
 FY0642
 FY0642                         *CURRENT SURVEY CONTROL
 FY0642  ___________________________________________________________________
 FY0642* NAD 83(1986)-  36 57 16.     (N)    078 55 36.     (W)     SCALED    
 FY0642* NAVD 88     -       131.388  (meters)     431.06   (feet)  ADJUSTED  
 FY0642  ___________________________________________________________________
 FY0642  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FY0642  DYNAMIC HT  -         131.289 (meters)     430.74  (feet)  COMP
 FY0642  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 FY0642
 FY0642  VERT ORDER  -  SECOND    CLASS 0
 FY0642
 FY0642.The horizontal coordinates were scaled from a topographic map and have
 FY0642.an estimated accuracy of +/- 6 seconds.
 FY0642
 FY0642.The orthometric height was determined by differential leveling
 FY0642.and adjusted by the National Geodetic Survey in June 1991..
 FY0642
 FY0642.The geoid height was determined by GEOID03.
 FY0642
 FY0642.The dynamic height is computed by dividing the NAVD 88
 FY0642.geopotential number by the normal gravity value computed on the
 FY0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0642.degrees latitude (g = 980.6199 gals.).
 FY0642
 FY0642.The modeled gravity was interpolated from observed gravity values.
 FY0642
 FY0642;                    North         East    Units  Estimated Accuracy
 FY0642;SPC VA S     - 1,069,010.    3,462,000.      MT  (+/- 180 meters Scaled)
 FY0642
 FY0642                          SUPERSEDED SURVEY CONTROL
 FY0642
 FY0642  NGVD 29 (??/??/92)  131.662  (m)          431.96   (f) ADJ UNCH    2 0
 FY0642
 FY0642.Superseded values are not recommended for survey control.
 FY0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0642.See file dsdata.txt to determine how the superseded data were derived.
 FY0642
 FY0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA845918(NAD 83)
 FY0642_MARKER: DD = SURVEY DISK
 FY0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0642_SP_SET: CULVERT
 FY0642_STAMPING: 432
 FY0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0642
 FY0642  HISTORY     - Date     Condition        Report By
 FY0642  HISTORY     - UNK      MONUMENTED       USGS
 FY0642  HISTORY     - 1935     GOOD             NGS
 FY0642
 FY0642                          STATION DESCRIPTION
 FY0642
 FY0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0642'1.8 MI N FROM NATHALIE.
 FY0642'1.8 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY0642'STATION AT NATHALIE, HALIFAX COUNTY, 0.2 MILE NORTH OF MILEPOST
 FY0642'40, AT AN 18-INCH CAST-IRON PIPE CULVERT, IN THE TOP OF THE
 FY0642'CONCRETE HEADWALL, AND 8.8 FEET WEST OF THE TRACK.  A UNITED
 FY0642'STATES GEOLOGICAL SURVEY ALUMINUM DISK, STAMPED 432.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2192 ***********************************************************************
 HV2192  DESIGNATION -  4321 NPS
 HV2192  PID         -  HV2192
 HV2192  STATE/COUNTY-  VA/ARLINGTON
 HV2192  USGS QUAD   -  ALEXANDRIA (1994)
 HV2192
 HV2192                         *CURRENT SURVEY CONTROL
 HV2192  ___________________________________________________________________
 HV2192* NAD 83(1993)-  38 52 12.50570(N)    077 02 47.58803(W)     ADJUSTED  
 HV2192* NAVD 88     -        10.466  (meters)      34.34   (feet)  ADJUSTED  
 HV2192  ___________________________________________________________________
 HV2192  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 HV2192  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV2192  DYNAMIC HT  -          10.461 (meters)      34.32  (feet)  COMP
 HV2192  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 HV2192
 HV2192  HORZ ORDER  -  SECOND
 HV2192  VERT ORDER  -  SECOND    CLASS 0
 HV2192
 HV2192.The horizontal coordinates were established by classical geodetic methods
 HV2192.and adjusted by the National Geodetic Survey in November 1994..
 HV2192
 HV2192.The orthometric height was determined by differential leveling
 HV2192.and adjusted by the National Geodetic Survey in June 1991..
 HV2192
 HV2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2192
 HV2192.The geoid height was determined by GEOID03.
 HV2192
 HV2192.The dynamic height is computed by dividing the NAVD 88
 HV2192.geopotential number by the normal gravity value computed on the
 HV2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2192.degrees latitude (g = 980.6199 gals.).
 HV2192
 HV2192.The modeled gravity was interpolated from observed gravity values.
 HV2192
 HV2192;                    North         East     Units Scale Factor Converg.
 HV2192;SPC VA N     - 2,134,583.941 3,626,126.219   MT  0.99995808   +0 54 25.6
 HV2192;SPC VA N     - 7,003,214.15 11,896,715.77   sFT  0.99995808   +0 54 25.6
 HV2192;SPC MD       -   133,591.693   395,960.189   MT  0.99994985   -0 01 45.2
 HV2192;SPC MD       -   438,292.08  1,299,079.39   sFT  0.99994985   -0 01 45.2
 HV2192;UTM  18      - 4,304,356.481   322,453.874   MT  0.99998818   -1 17 04.8
 HV2192
 HV2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2192!SPC VA N     -   1.00000339  x   0.99995808  =   0.99996147
 HV2192!SPC MD       -   1.00000339  x   0.99994985  =   0.99995324
 HV2192!UTM  18      -   1.00000339  x   0.99998818  =   0.99999157
 HV2192
 HV2192:                Primary Azimuth Mark                     Grid Az
 HV2192:SPC VA N     -  BOUNDARY WITNESS MK 8 DC VA              005 04 05.8
 HV2192:SPC MD       -  BOUNDARY WITNESS MK 8 DC VA              006 00 16.6
 HV2192:UTM  18      -  BOUNDARY WITNESS MK 8 DC VA              007 15 36.2
 HV2192
 HV2192|---------------------------------------------------------------------|
 HV2192| PID    Reference Object                     Distance      Geod. Az  |
 HV2192|                                                           dddmmss.s |
 HV2192| HV1690 BOUNDARY WITNESS MK 8 DC VA         APPROX. 0.6 KM 0055831.4 |
 HV2192| HV3621 ARLINGTON CEMETERY LEE MANSION      APPROX. 2.5 KM 2984532.3 |
 HV2192| HV4047 LINCOLN 1924                        APPROX. 2.1 KM 3511051.7 |
 HV2192|---------------------------------------------------------------------|
 HV2192
 HV2192                          SUPERSEDED SURVEY CONTROL
 HV2192
 HV2192  NAD 83(1993)-  38 52 12.50437(N)    077 02 47.58950(W) AD(       ) 2
 HV2192  NAD 83(1986)-  38 52 12.50419(N)    077 02 47.60027(W) AD(       ) 2
 HV2192  NAD 27      -  38 52 12.10300(N)    077 02 48.67600(W) AD(       ) 2
 HV2192  NGVD 29 (??/??/??)   10.710  (m)           35.14   (f) ADJUSTED    2 0
 HV2192
 HV2192.Superseded values are not recommended for survey control.
 HV2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2192.See file dsdata.txt to determine how the superseded data were derived.
 HV2192
 HV2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2245404356(NAD 83)
 HV2192_MARKER: DD = SURVEY DISK
 HV2192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2192_SP_SET: SIDEWALK OVERPASS
 HV2192_STAMPING: 4321 US
 HV2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2192
 HV2192  HISTORY     - Date     Condition        Report By
 HV2192  HISTORY     - 1946     MONUMENTED       NPS
 HV2192  HISTORY     - 1960     GOOD             MADHOP
 HV2192  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2192
 HV2192                          STATION DESCRIPTION
 HV2192
 HV2192'DESCRIBED BY NATIONAL PARK SERVICE 1946 (RCB)
 HV2192'THE STATION IS LOCATED ON THE N END OF W SIDEWALK OF THE OVERPASS
 HV2192'ON U.S. HIGHWAY 1, ABOUT 1/4 MILE SW OF THE VIRGINIA END OF THE
 HV2192'14TH ST. BRIDGE OVER THE POTOMAC RIVER.  THE DISK IS A STANDARD
 HV2192'BRASS DISK OF THE NATIONAL PARK SERVICE STAMPED 43 21 US.
 HV2192'
 HV2192'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV2192
 HV2192                          STATION RECOVERY (1960)
 HV2192
 HV2192'RECOVERY NOTE BY MADDOX AND HOPKINS SURVEYORS 1960
 HV2192'AT ARLINGTON.
 HV2192'AT ARLINGTON, ABOUT 0.20 MILES SOUTH WEST OF THE VIRGINIA END
 HV2192'OF THE 14TH STREET BRIDGE ACROSS THE POTOMAC RIVER.  SET IN THE TOP
 HV2192'OF THE NORTH END OF THE WEST CONCRETE SIDE WALK OF THE U.S.
 HV2192'HIGHWAY 1 OVERPASS.
 HV2192
 HV2192                          STATION RECOVERY (1978)
 HV2192
 HV2192'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0478 ***********************************************************************
 HW0478  DESIGNATION -  432.20
 HW0478  PID         -  HW0478
 HW0478  STATE/COUNTY-  VA/ALBEMARLE
 HW0478  USGS QUAD   -  KESWICK (1984)
 HW0478
 HW0478                         *CURRENT SURVEY CONTROL
 HW0478  ___________________________________________________________________
 HW0478* NAD 83(1986)-  38 01 13.     (N)    078 21 52.     (W)     SCALED    
 HW0478* NAVD 88     -       131.500  (meters)     431.43   (feet)  ADJUSTED  
 HW0478  ___________________________________________________________________
 HW0478  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0478  DYNAMIC HT  -         131.410 (meters)     431.13  (feet)  COMP
 HW0478  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 HW0478
 HW0478  VERT ORDER  -  SECOND    CLASS 0
 HW0478
 HW0478.The horizontal coordinates were scaled from a topographic map and have
 HW0478.an estimated accuracy of +/- 6 seconds.
 HW0478
 HW0478.The orthometric height was determined by differential leveling
 HW0478.and adjusted by the National Geodetic Survey in June 1991..
 HW0478
 HW0478.The geoid height was determined by GEOID03.
 HW0478
 HW0478.The dynamic height is computed by dividing the NAVD 88
 HW0478.geopotential number by the normal gravity value computed on the
 HW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0478.degrees latitude (g = 980.6199 gals.).
 HW0478
 HW0478.The modeled gravity was interpolated from observed gravity values.
 HW0478
 HW0478;                    North         East    Units  Estimated Accuracy
 HW0478;SPC VA S     - 1,187,230.    3,511,900.      MT  (+/- 180 meters Scaled)
 HW0478
 HW0478                          SUPERSEDED SURVEY CONTROL
 HW0478
 HW0478  NGVD 29 (??/??/92)  131.742  (m)          432.22   (f) ADJ UNCH    2 0
 HW0478
 HW0478.Superseded values are not recommended for survey control.
 HW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0478.See file dsdata.txt to determine how the superseded data were derived.
 HW0478
 HW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC313113(NAD 83)
 HW0478_MARKER: Q = CHISELED SQUARE
 HW0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0478_SP_SET: BRIDGE
 HW0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0478
 HW0478  HISTORY     - Date     Condition        Report By
 HW0478  HISTORY     - UNK      MONUMENTED       USGS
 HW0478  HISTORY     - 1963     GOOD             NGS
 HW0478
 HW0478                          STATION DESCRIPTION
 HW0478
 HW0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0478'0.4 MI W FROM KESWICK.
 HW0478'0.4 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0478'STATION AT KESWICK, ALBEMARLE COUNTY, AT BRIDGE NO. 1746, AND
 HW0478'ON THE NORTHWEST CORNER OF THE EAST BRIDGE SEAT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0675 ***********************************************************************
 FY0675  DESIGNATION -  434
 FY0675  PID         -  FY0675
 FY0675  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0675  USGS QUAD   -  DANVILLE (1984)
 FY0675
 FY0675                         *CURRENT SURVEY CONTROL
 FY0675  ___________________________________________________________________
 FY0675* NAD 83(1986)-  36 35 30.     (N)    079 22 35.     (W)     SCALED    
 FY0675* NAVD 88     -       132.025  (meters)     433.15   (feet)  ADJUSTED  
 FY0675  ___________________________________________________________________
 FY0675  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY0675  DYNAMIC HT  -         131.918 (meters)     432.80  (feet)  COMP
 FY0675  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 FY0675
 FY0675  VERT ORDER  -  FIRST     CLASS II
 FY0675
 FY0675.The horizontal coordinates were scaled from a topographic map and have
 FY0675.an estimated accuracy of +/- 6 seconds.
 FY0675
 FY0675.The orthometric height was determined by differential leveling
 FY0675.and adjusted by the National Geodetic Survey in June 1991..
 FY0675
 FY0675.The geoid height was determined by GEOID03.
 FY0675
 FY0675.The dynamic height is computed by dividing the NAVD 88
 FY0675.geopotential number by the normal gravity value computed on the
 FY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0675.degrees latitude (g = 980.6199 gals.).
 FY0675
 FY0675.The modeled gravity was interpolated from observed gravity values.
 FY0675
 FY0675;                    North         East    Units  Estimated Accuracy
 FY0675;SPC VA S     - 1,029,030.    3,421,570.      MT  (+/- 180 meters Scaled)
 FY0675
 FY0675                          SUPERSEDED SURVEY CONTROL
 FY0675
 FY0675  NGVD 29 (??/??/92)  132.282  (m)          434.00   (f) ADJ UNCH    1 2
 FY0675
 FY0675.Superseded values are not recommended for survey control.
 FY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0675.See file dsdata.txt to determine how the superseded data were derived.
 FY0675
 FY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA452508(NAD 83)
 FY0675_MARKER: Q = CHISELED SQUARE
 FY0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0675_SP_SET: RETAINING WALL
 FY0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0675
 FY0675  HISTORY     - Date     Condition        Report By
 FY0675  HISTORY     - UNK      MONUMENTED       USGS
 FY0675  HISTORY     - 1932     GOOD             NGS
 FY0675  HISTORY     - 1935     GOOD             NGS
 FY0675
 FY0675                          STATION DESCRIPTION
 FY0675
 FY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0675'0.7 MI NE FROM DANVILLE.
 FY0675'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM DANVILLE,
 FY0675'PITTSYLVANIA COUNTY, ABOUT 580 FEET SOUTHWEST OF MILEPOST 235,
 FY0675'AT DUNDEE CROSSING, AT THE SOUTHEAST END OF A LOW RETAINING
 FY0675'WALL ON THE NORTHEAST SIDE OF THE CROSSING FILL, ON THE TOP
 FY0675'OF THE CONCRETE COPING, 12 FEET NORTHWEST OF THE NORTHWEST
 FY0675'RAIL OF THE SOUTH-BOUND MAIN TRACK, AND ABOUT LEVEL WITH THE
 FY0675'BASE OF THE RAIL.  A CHISELED SQUARE.
 FY0675
 FY0675                          STATION RECOVERY (1935)
 FY0675
 FY0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0520 ***********************************************************************
 GW0520  DESIGNATION -  435.21
 GW0520  PID         -  GW0520
 GW0520  STATE/COUNTY-  VA/CAMPBELL
 GW0520  USGS QUAD   -  BROOKNEAL (1984)
 GW0520
 GW0520                         *CURRENT SURVEY CONTROL
 GW0520  ___________________________________________________________________
 GW0520* NAD 83(1986)-  37 01 51.     (N)    078 54 41.     (W)     SCALED    
 GW0520* NAVD 88     -       132.21   (+/-2cm)     433.8    (feet)  VERTCON   
 GW0520  ___________________________________________________________________
 GW0520  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GW0520
 GW0520  VERT ORDER  -  ? (See Below)
 GW0520
 GW0520.The horizontal coordinates were scaled from a topographic map and have
 GW0520.an estimated accuracy of +/- 6 seconds.
 GW0520
 GW0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0520.The vertical order pertains to the NGVD 29 superseded value.
 GW0520
 GW0520.The geoid height was determined by GEOID03.
 GW0520
 GW0520;                    North         East    Units  Estimated Accuracy
 GW0520;SPC VA S     - 1,077,480.    3,463,400.      MT  (+/- 180 meters Scaled)
 GW0520
 GW0520                          SUPERSEDED SURVEY CONTROL
 GW0520
 GW0520  NGVD 29 (??/??/92)  132.476  (m)          434.63   (f) ADJ UNCH    ?  
 GW0520
 GW0520.Superseded values are not recommended for survey control.
 GW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0520.See file dsdata.txt to determine how the superseded data were derived.
 GW0520
 GW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB857003(NAD 83)
 GW0520_MARKER: T = CHISELED TRIANGLE
 GW0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0520_SP_SET: BRIDGE
 GW0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0520
 GW0520  HISTORY     - Date     Condition        Report By
 GW0520  HISTORY     - UNK      MONUMENTED       VARR
 GW0520  HISTORY     - 1934     GOOD             NGS
 GW0520
 GW0520                          STATION DESCRIPTION
 GW0520
 GW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0520'2.1 MI SE FROM BROOKNEAL.
 GW0520'2.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY AND THE
 GW0520'VIRGINIAN RAILWAY FROM THE NORFOLK AND WESTERN RAILWAY STATION
 GW0520'AT BROOKNEAL, CAMPBELL COUNTY, 0.2 MILE WEST OF VIRGINIAN RAILWAY
 GW0520'MILEPOST 168, AT THE BRIDGE OVER FALLING CREEK, IN THE TOP OF THE
 GW0520'SOUTH END OF THE WEST BACK WALL, AND 4 YARDS WEST OF THE CENTERLINE
 GW0520'OF THE TRACK.  A CHISELED TRIANGLE, MARKED WITH THE PAINTED
 GW0520'LETTERS B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0738 ***********************************************************************
 GW0738  DESIGNATION -  436.30
 GW0738  PID         -  GW0738
 GW0738  STATE/COUNTY-  VA/ALBEMARLE
 GW0738  USGS QUAD   -  ALBERENE (1980)
 GW0738
 GW0738                         *CURRENT SURVEY CONTROL
 GW0738  ___________________________________________________________________
 GW0738* NAD 83(1986)-  37 55 44.     (N)    078 32 49.     (W)     SCALED    
 GW0738* NAVD 88     -       132.795  (meters)     435.68   (feet)  ADJUSTED  
 GW0738  ___________________________________________________________________
 GW0738  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0738  DYNAMIC HT  -         132.704 (meters)     435.38  (feet)  COMP
 GW0738  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 GW0738
 GW0738  VERT ORDER  -  SECOND    CLASS 0
 GW0738
 GW0738.The horizontal coordinates were scaled from a topographic map and have
 GW0738.an estimated accuracy of +/- 6 seconds.
 GW0738
 GW0738.The orthometric height was determined by differential leveling
 GW0738.and adjusted by the National Geodetic Survey in June 1991..
 GW0738
 GW0738.The geoid height was determined by GEOID03.
 GW0738
 GW0738.The dynamic height is computed by dividing the NAVD 88
 GW0738.geopotential number by the normal gravity value computed on the
 GW0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0738.degrees latitude (g = 980.6199 gals.).
 GW0738
 GW0738.The modeled gravity was interpolated from observed gravity values.
 GW0738
 GW0738;                    North         East    Units  Estimated Accuracy
 GW0738;SPC VA S     - 1,177,070.    3,495,870.      MT  (+/- 180 meters Scaled)
 GW0738
 GW0738                          SUPERSEDED SURVEY CONTROL
 GW0738
 GW0738  NGVD 29 (??/??/92)  133.051  (m)          436.52   (f) ADJ UNCH    2 0
 GW0738
 GW0738.Superseded values are not recommended for survey control.
 GW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0738.See file dsdata.txt to determine how the superseded data were derived.
 GW0738
 GW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC155007(NAD 83)
 GW0738_MARKER: Q = CHISELED SQUARE
 GW0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0738_SP_SET: CULVERT
 GW0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0738
 GW0738  HISTORY     - Date     Condition        Report By
 GW0738  HISTORY     - UNK      MONUMENTED       USGS
 GW0738  HISTORY     - 1964     POOR             NGS
 GW0738
 GW0738                          STATION DESCRIPTION
 GW0738
 GW0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0738'1.6 MI N FROM CARTERS BRIDGE.
 GW0738'1.6 MILES NORTH ALONG STATE HIGHWAY 613, 660 FEET SOUTH OF A
 GW0738'PRIVATE ROAD LEADING WEST, EAST OF THE HIGHWAY, AT A CULVERT, ON
 GW0738'THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL.  NOTE-- POSITIVE
 GW0738'IDENTIFICATION COULD NOT BE MADE BECAUSE THE CONCRETE HAS BEEN
 GW0738'CHIPPED AND PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0519 ***********************************************************************
 GW0519  DESIGNATION -  437.55
 GW0519  PID         -  GW0519
 GW0519  STATE/COUNTY-  VA/CAMPBELL
 GW0519  USGS QUAD   -  BROOKNEAL (1984)
 GW0519
 GW0519                         *CURRENT SURVEY CONTROL
 GW0519  ___________________________________________________________________
 GW0519* NAD 83(1986)-  37 01 56.     (N)    078 54 21.     (W)     SCALED    
 GW0519* NAVD 88     -       132.87   (+/-2cm)     435.9    (feet)  VERTCON   
 GW0519  ___________________________________________________________________
 GW0519  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0519
 GW0519  VERT ORDER  -  ? (See Below)
 GW0519
 GW0519.The horizontal coordinates were scaled from a topographic map and have
 GW0519.an estimated accuracy of +/- 6 seconds.
 GW0519
 GW0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0519.The vertical order pertains to the NGVD 29 superseded value.
 GW0519
 GW0519.The geoid height was determined by GEOID03.
 GW0519
 GW0519;                    North         East    Units  Estimated Accuracy
 GW0519;SPC VA S     - 1,077,640.    3,463,890.      MT  (+/- 180 meters Scaled)
 GW0519
 GW0519                          SUPERSEDED SURVEY CONTROL
 GW0519
 GW0519  NGVD 29 (??/??/92)  133.139  (m)          436.81   (f) ADJ UNCH    ?  
 GW0519
 GW0519.Superseded values are not recommended for survey control.
 GW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0519.See file dsdata.txt to determine how the superseded data were derived.
 GW0519
 GW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB862004(NAD 83)
 GW0519_MARKER: T = CHISELED TRIANGLE
 GW0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0519_SP_SET: ABUTMENT
 GW0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0519
 GW0519  HISTORY     - Date     Condition        Report By
 GW0519  HISTORY     - UNK      MONUMENTED       VARR
 GW0519  HISTORY     - 1934     GOOD             NGS
 GW0519
 GW0519                          STATION DESCRIPTION
 GW0519
 GW0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0519'2.4 MI SE FROM BROOKNEAL.
 GW0519'2.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY AND
 GW0519'THE VIRGINIAN RAILWAY FROM THE NORFOLK AND WESTERN RAILWAY STATION
 GW0519'AT BROOKNEAL, CAMPBELL COUNTY, 0.1 MILE EAST OF VIRGINIAN
 GW0519'RAILWAY MILEPOST 168, AT THE BRIDGE OVER FALLING CREEK, IN THE
 GW0519'TOP OF THE NORTH END OF THE EAST ABUTMENT, AND 3 YARDS EAST OF
 GW0519'THE CENTERLINE OF THE TRACK.  A CHISELED TRIANGLE, MARKED WITH
 GW0519'THE PAINTED LETTERS B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0050 ***********************************************************************
 FY0050  DESIGNATION -  438
 FY0050  PID         -  FY0050
 FY0050  STATE/COUNTY-  VA/MECKLENBURG
 FY0050  USGS QUAD   -  SOUTH HILL (1981)
 FY0050
 FY0050                         *CURRENT SURVEY CONTROL
 FY0050  ___________________________________________________________________
 FY0050* NAD 83(1986)-  36 43 33.     (N)    078 07 47.     (W)     SCALED    
 FY0050* NAVD 88     -       133.280  (meters)     437.27   (feet)  ADJUSTED  
 FY0050  ___________________________________________________________________
 FY0050  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 FY0050  DYNAMIC HT  -         133.176 (meters)     436.93  (feet)  COMP
 FY0050  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 FY0050
 FY0050  VERT ORDER  -  SECOND    CLASS 0
 FY0050
 FY0050.The horizontal coordinates were scaled from a topographic map and have
 FY0050.an estimated accuracy of +/- 6 seconds.
 FY0050
 FY0050.The orthometric height was determined by differential leveling
 FY0050.and adjusted by the National Geodetic Survey in June 1991..
 FY0050
 FY0050.The geoid height was determined by GEOID03.
 FY0050
 FY0050.The dynamic height is computed by dividing the NAVD 88
 FY0050.geopotential number by the normal gravity value computed on the
 FY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0050.degrees latitude (g = 980.6199 gals.).
 FY0050
 FY0050.The modeled gravity was interpolated from observed gravity values.
 FY0050
 FY0050;                    North         East    Units  Estimated Accuracy
 FY0050;SPC VA S     - 1,043,620.    3,533,080.      MT  (+/- 180 meters Scaled)
 FY0050
 FY0050                          SUPERSEDED SURVEY CONTROL
 FY0050
 FY0050  NGVD 29 (??/??/92)  133.590  (m)          438.29   (f) ADJ UNCH    2 0
 FY0050
 FY0050.Superseded values are not recommended for survey control.
 FY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0050.See file dsdata.txt to determine how the superseded data were derived.
 FY0050
 FY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA563683(NAD 83)
 FY0050_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0050_STAMPING: 438 1918
 FY0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0050
 FY0050  HISTORY     - Date     Condition        Report By
 FY0050  HISTORY     - 1918     MONUMENTED       USGS
 FY0050  HISTORY     - 1966     GOOD             NGS
 FY0050  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0050
 FY0050                          STATION DESCRIPTION
 FY0050
 FY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0050'AT SOUTH HILL.
 FY0050'RECOVERED AS DESCRIBED.  AT SOUTH HILL, MECKLENBURG COUNTY, ABOUT
 FY0050'234 FEET WEST OF THE WEST END OF THE SOUTHERN RAILWAY STATION, ABOUT
 FY0050'180 FEET WEST OF THE CENTER LINE OF MAIN STREET, AND ABOUT 25 FEET
 FY0050'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 FY0050'SURVEY STANDARD CAP, STAMPED 438 1918 AND RIVETED ON THE TOP
 FY0050'OF A 3-1/2-INCH IRON PIPE.
 FY0050
 FY0050                          STATION RECOVERY (2005)
 FY0050
 FY0050'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0050'RAILROAD AND TRACK REMOVED AND REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0440 ***********************************************************************
 HW0440  DESIGNATION -  439.36
 HW0440  PID         -  HW0440
 HW0440  STATE/COUNTY-  VA/ALBEMARLE
 HW0440  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0440
 HW0440                         *CURRENT SURVEY CONTROL
 HW0440  ___________________________________________________________________
 HW0440* NAD 83(1986)-  38 06 32.     (N)    078 25 28.     (W)     SCALED    
 HW0440* NAVD 88     -       133.653  (meters)     438.49   (feet)  ADJUSTED  
 HW0440  ___________________________________________________________________
 HW0440  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0440  DYNAMIC HT  -         133.558 (meters)     438.18  (feet)  COMP
 HW0440  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 HW0440
 HW0440  VERT ORDER  -  SECOND    CLASS 0
 HW0440
 HW0440.The horizontal coordinates were scaled from a topographic map and have
 HW0440.an estimated accuracy of +/- 6 seconds.
 HW0440
 HW0440.The orthometric height was determined by differential leveling
 HW0440.and adjusted by the National Geodetic Survey in June 1991..
 HW0440
 HW0440.The geoid height was determined by GEOID03.
 HW0440
 HW0440.The dynamic height is computed by dividing the NAVD 88
 HW0440.geopotential number by the normal gravity value computed on the
 HW0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0440.degrees latitude (g = 980.6199 gals.).
 HW0440
 HW0440.The modeled gravity was interpolated from observed gravity values.
 HW0440
 HW0440;                    North         East    Units  Estimated Accuracy
 HW0440;SPC VA S     - 1,197,060.    3,506,630.      MT  (+/- 180 meters Scaled)
 HW0440
 HW0440                          SUPERSEDED SURVEY CONTROL
 HW0440
 HW0440  NGVD 29 (??/??/92)  133.888  (m)          439.26   (f) ADJ UNCH    2 0
 HW0440
 HW0440.Superseded values are not recommended for survey control.
 HW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0440.See file dsdata.txt to determine how the superseded data were derived.
 HW0440
 HW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC258210(NAD 83)
 HW0440_MARKER: Q = CHISELED SQUARE
 HW0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0440_SP_SET: PIER
 HW0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0440
 HW0440  HISTORY     - Date     Condition        Report By
 HW0440  HISTORY     - UNK      MONUMENTED       USGS
 HW0440  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0440
 HW0440                          STATION DESCRIPTION
 HW0440
 HW0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0440'0.2 MI NE FROM PROFFIT.
 HW0440'ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM PROFFIT,
 HW0440'ALBEMARLE COUNTY, WEST OF THE TRACK, AT AN OVERHEAD BRIDGE, AND
 HW0440'ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE PIER.  A
 HW0440'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5299 ***********************************************************************
 GV5299  DESIGNATION -  44
 GV5299  PID         -  GV5299
 GV5299  STATE/COUNTY-  VA/C OF RICHMOND
 GV5299  USGS QUAD   -  RICHMOND (1994)
 GV5299
 GV5299                         *CURRENT SURVEY CONTROL
 GV5299  ___________________________________________________________________
 GV5299* NAD 83(1993)-  37 31 49.32779(N)    077 29 51.21949(W)     ADJUSTED  
 GV5299* NAVD 88     -        56.98   (+/-2cm)     186.9    (feet)  VERTCON   
 GV5299  ___________________________________________________________________
 GV5299  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 GV5299  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5299
 GV5299  HORZ ORDER  -  SECOND
 GV5299  VERT ORDER  -  THIRD ? (See Below)
 GV5299
 GV5299.The horizontal coordinates were established by classical geodetic methods
 GV5299.and adjusted by the National Geodetic Survey in November 1994..
 GV5299
 GV5299.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5299.The vertical order pertains to the NGVD 29 superseded value.
 GV5299
 GV5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5299
 GV5299.The geoid height was determined by GEOID03.
 GV5299
 GV5299;                    North         East     Units Scale Factor Converg.
 GV5299;SPC VA S     - 1,133,312.024 3,588,599.059   MT  0.99994943   +0 36 30.3
 GV5299;SPC VA S     - 3,718,207.87 11,773,595.41   sFT  0.99994943   +0 36 30.3
 GV5299;UTM  18      - 4,156,641.755   279,311.650   MT  1.00019995   -1 31 19.5
 GV5299
 GV5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5299!SPC VA S     -   0.99999623  x   0.99994943  =   0.99994566
 GV5299!UTM  18      -   0.99999623  x   1.00019995  =   1.00019618
 GV5299
 GV5299|---------------------------------------------------------------------|
 GV5299| PID    Reference Object                     Distance      Geod. Az  |
 GV5299|                                                           dddmmss.s |
 GV5299| DC5503 44 RM                                 9.758 METERS 02004     |
 GV5299| GV5295 45                                  386.543 METERS 02442     |
 GV5299| GV5293 43                                  APPROX. 1.8 KM 1670856.4 |
 GV5299|---------------------------------------------------------------------|
 GV5299
 GV5299                          SUPERSEDED SURVEY CONTROL
 GV5299
 GV5299  NAD 83(1986)-  37 31 49.33394(N)    077 29 51.23633(W) AD(       ) 2
 GV5299  NAD 27      -  37 31 48.80554(N)    077 29 52.29024(W) AD(       ) 2
 GV5299  NGVD 29 (07/19/86)   57.29   (m)          188.0    (f) LEVELING    3  
 GV5299
 GV5299.Superseded values are not recommended for survey control.
 GV5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5299.See file dsdata.txt to determine how the superseded data were derived.
 GV5299
 GV5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7931256642(NAD 83)
 GV5299_MARKER: Z = SEE DESCRIPTION
 GV5299_SETTING: 0 = UNSPECIFIED SETTING
 GV5299
 GV5299  HISTORY     - Date     Condition        Report By
 GV5299  HISTORY     - 1972     MONUMENTED       VA2060
 GV5299  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5299  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5299
 GV5299                          STATION DESCRIPTION
 GV5299
 GV5299'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5299'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5299'ON WESTOVER HILLS BLVD., THENCE NORTH ON WESTOVER HILLS BLVD.  0.10
 GV5299'MILE TO SYLVAN RD., THENCE WEST ON SYLVAN RD. 0.35 MILE TO
 GV5299'DORCHESTER RD., THENCE NORTH ON DORCHESTER RD. 0.30 MILE, THENCE
 GV5299'WEST APPROXIMATELY 250 FEET TO RAILROAD TRACKS, THENCE
 GV5299'SOUTH ALONG RAILROAD TRACKS APPROXIMATELY 230 FEET TO POINT NO. 44.
 GV5299'
 GV5299'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5299'
 GV5299'14.6 FEET N.W. OF ABANDONED POWER POLE (BROKEN AT TOP), 60.5 FEET
 GV5299'N.W. OF CENTER OF SOUTHBOUND R.R. TRACKS, 8.7 FEET E. OF 4 INCH
 GV5299'PINE TREE.
 GV5299'
 GV5299'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5299'CENTER OF PIN, SET FLUSH TO GROUND.  52.8 FEET N.W. OF CENTER OF
 GV5299'SOUTHBOUND R.R. TRACKS, 38.6 FEET N. OF ABANDONED POWER POLE
 GV5299'(BROKEN OFF AT TOP), 90.2 FEET S.W. OF POWER POLE (NOT IN USE).
 GV5299'
 GV5299'DISTANCE BETWEEN PT. 44 AND R.M. IS 32.03 FT., 9.758 M.
 GV5299'
 GV5299'NEAREST TOWN--RICHMOND.
 GV5299
 GV5299                          STATION RECOVERY (2000)
 GV5299
 GV5299'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5299'MARK NOT FOUND.
 GV5299
 GV5299                          STATION RECOVERY (2004)
 GV5299
 GV5299'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0079 ***********************************************************************
 GW0079  DESIGNATION -  44 D
 GW0079  PID         -  GW0079
 GW0079  STATE/COUNTY-  VA/LOUISA
 GW0079  USGS QUAD   -  FERNCLIFF (1984)
 GW0079
 GW0079                         *CURRENT SURVEY CONTROL
 GW0079  ___________________________________________________________________
 GW0079* NAD 83(1986)-  37 57 57.     (N)    078 04 03.     (W)     SCALED    
 GW0079* NAVD 88     -       147.334  (meters)     483.38   (feet)  ADJUSTED  
 GW0079  ___________________________________________________________________
 GW0079  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0079  DYNAMIC HT  -         147.235 (meters)     483.05  (feet)  COMP
 GW0079  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 GW0079
 GW0079  VERT ORDER  -  SECOND    CLASS 0
 GW0079
 GW0079.The horizontal coordinates were scaled from a topographic map and have
 GW0079.an estimated accuracy of +/- 6 seconds.
 GW0079
 GW0079.The orthometric height was determined by differential leveling
 GW0079.and adjusted by the National Geodetic Survey in June 1991..
 GW0079
 GW0079.The geoid height was determined by GEOID03.
 GW0079
 GW0079.The dynamic height is computed by dividing the NAVD 88
 GW0079.geopotential number by the normal gravity value computed on the
 GW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0079.degrees latitude (g = 980.6199 gals.).
 GW0079
 GW0079.The modeled gravity was interpolated from observed gravity values.
 GW0079
 GW0079;                    North         East    Units  Estimated Accuracy
 GW0079;SPC VA S     - 1,181,260.    3,538,010.      MT  (+/- 180 meters Scaled)
 GW0079
 GW0079                          SUPERSEDED SURVEY CONTROL
 GW0079
 GW0079  NGVD 29 (??/??/92)  147.581  (m)          484.19   (f) ADJ UNCH    2 0
 GW0079
 GW0079.Superseded values are not recommended for survey control.
 GW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0079.See file dsdata.txt to determine how the superseded data were derived.
 GW0079
 GW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC576060(NAD 83)
 GW0079_MARKER: DD = SURVEY DISK
 GW0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0079_STAMPING: 44 D 1929
 GW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0079+STABILITY: SURFACE MOTION
 GW0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0079+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW0079
 GW0079  HISTORY     - Date     Condition        Report By
 GW0079  HISTORY     - 1929     MONUMENTED       USGS
 GW0079  HISTORY     - 1935     GOOD             NGS
 GW0079  HISTORY     - 1962     POOR             NGS
 GW0079  HISTORY     - 19980307 GOOD             USPSQD
 GW0079  HISTORY     - 20021212 GOOD             USPSQD
 GW0079  HISTORY     - 20060311 GOOD             USPSQD
 GW0079
 GW0079                          STATION DESCRIPTION
 GW0079
 GW0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0079'AT BUTLERS STORE.
 GW0079'AT BUTLERS STORE, LOUISA COUNTY, ON SECONDARY STATE HIGHWAY 659,
 GW0079'ABOUT 100 FEET NORTH OF THE STORE, AT A ROAD JUNCTION, AND 48
 GW0079'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 GW0079'SURVEY STANDARD DISK, STAMPED 44 D 1929 AND SET IN THE TOP OF A
 GW0079'CONCRETE POST.
 GW0079
 GW0079                          STATION RECOVERY (1962)
 GW0079
 GW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0079'MARK RECOVERED IN POOR CONDITION.
 GW0079
 GW0079                          STATION RECOVERY (1998)
 GW0079
 GW0079'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0079'RECOVERED IN GOOD CONDITION.
 GW0079
 GW0079                          STATION RECOVERY (2002)
 GW0079
 GW0079'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0079'RECOVERED IN GOOD CONDITION.
 GW0079
 GW0079                          STATION RECOVERY (2006)
 GW0079
 GW0079'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0079'RT 659 IS NOW 208 AT THIS LOCATION. MARK IS LOCATED 24FT NORTH OF 208
 GW0079'AND 640 AND STORE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0832 ***********************************************************************
 FY0832  DESIGNATION -  44 USGS
 FY0832  PID         -  FY0832
 FY0832  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0832  USGS QUAD   -  CHATHAM (1994)
 FY0832
 FY0832                         *CURRENT SURVEY CONTROL
 FY0832  ___________________________________________________________________
 FY0832* NAD 83(1986)-  36 50 58.     (N)    079 23 45.     (W)     SCALED    
 FY0832* NAVD 88     -       256.651  (meters)     842.03   (feet)  ADJUSTED  
 FY0832  ___________________________________________________________________
 FY0832  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0832  DYNAMIC HT  -         256.445 (meters)     841.35  (feet)  COMP
 FY0832  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 FY0832
 FY0832  VERT ORDER  -  FIRST     CLASS II
 FY0832
 FY0832.The horizontal coordinates were scaled from a topographic map and have
 FY0832.an estimated accuracy of +/- 6 seconds.
 FY0832
 FY0832.The orthometric height was determined by differential leveling
 FY0832.and adjusted by the National Geodetic Survey in June 1991..
 FY0832
 FY0832.The geoid height was determined by GEOID03.
 FY0832
 FY0832.The dynamic height is computed by dividing the NAVD 88
 FY0832.geopotential number by the normal gravity value computed on the
 FY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0832.degrees latitude (g = 980.6199 gals.).
 FY0832
 FY0832.The modeled gravity was interpolated from observed gravity values.
 FY0832
 FY0832;                    North         East    Units  Estimated Accuracy
 FY0832;SPC VA S     - 1,057,650.    3,420,110.      MT  (+/- 180 meters Scaled)
 FY0832
 FY0832                          SUPERSEDED SURVEY CONTROL
 FY0832
 FY0832  NGVD 29 (03/05/92)  256.897  (m)          842.84   (f) ADJUSTED    1 2
 FY0832
 FY0832.Superseded values are not recommended for survey control.
 FY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0832.See file dsdata.txt to determine how the superseded data were derived.
 FY0832
 FY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA430793(NAD 83)
 FY0832_MARKER: DB = BENCH MARK DISK
 FY0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0832_STAMPING: 44 JAS 843 1963
 FY0832_MARK LOGO: USGS  
 FY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0832+STABILITY: SURFACE MOTION
 FY0832
 FY0832  HISTORY     - Date     Condition        Report By
 FY0832  HISTORY     - 1963     MONUMENTED       USGS
 FY0832  HISTORY     - 1964     GOOD             NGS
 FY0832  HISTORY     - 1983     GOOD             NGS
 FY0832
 FY0832                          STATION DESCRIPTION
 FY0832
 FY0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY0832'1.5 MI N FROM CHATHAM.
 FY0832'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 FY0832'IN CHATHAM, 0.3 MILE SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 FY0832'JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS NORTH
 FY0832'OF CHATHAM, TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY0832'PROJECTING 1 INCH, 78 FEET NORTHEAST APPROXIMATE CENTER OF COUNTY
 FY0832'ROAD 689, 36.5 FEET EAST OF CENTERLINE OF HIGHWAY, 3 FEET SOUTH
 FY0832'TELEPHONE POLE 243, 1 FOOT WEST OF A METAL WITNESS POST, AND
 FY0832'IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FY0832
 FY0832                          STATION RECOVERY (1983)
 FY0832
 FY0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3894 ***********************************************************************
 HV3894  DESIGNATION -  44 USGS
 HV3894  PID         -  HV3894
 HV3894  STATE/COUNTY-  VA/FAUQUIER
 HV3894  USGS QUAD   -  CATLETT (1978)
 HV3894
 HV3894                         *CURRENT SURVEY CONTROL
 HV3894  ___________________________________________________________________
 HV3894* NAD 83(1986)-  38 39 19.     (N)    077 38 14.     (W)     SCALED    
 HV3894* NAVD 88     -        79.548  (meters)     260.98   (feet)  ADJUSTED  
 HV3894  ___________________________________________________________________
 HV3894  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV3894  DYNAMIC HT  -          79.502 (meters)     260.83  (feet)  COMP
 HV3894  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 HV3894
 HV3894  VERT ORDER  -  SECOND    CLASS 0
 HV3894
 HV3894.The horizontal coordinates were scaled from a topographic map and have
 HV3894.an estimated accuracy of +/- 6 seconds.
 HV3894
 HV3894.The orthometric height was determined by differential leveling
 HV3894.and adjusted by the National Geodetic Survey in June 1991..
 HV3894
 HV3894.The geoid height was determined by GEOID03.
 HV3894
 HV3894.The dynamic height is computed by dividing the NAVD 88
 HV3894.geopotential number by the normal gravity value computed on the
 HV3894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3894.degrees latitude (g = 980.6199 gals.).
 HV3894
 HV3894.The modeled gravity was interpolated from observed gravity values.
 HV3894
 HV3894;                    North         East    Units  Estimated Accuracy
 HV3894;SPC VA N     - 2,110,090.    3,575,100.      MT  (+/- 180 meters Scaled)
 HV3894
 HV3894                          SUPERSEDED SURVEY CONTROL
 HV3894
 HV3894  NGVD 29 (??/??/??)   79.791  (m)          261.78   (f) ADJUSTED    2 0
 HV3894
 HV3894.Superseded values are not recommended for survey control.
 HV3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3894.See file dsdata.txt to determine how the superseded data were derived.
 HV3894
 HV3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH705818(NAD 83)
 HV3894_MARKER: Z = SEE DESCRIPTION
 HV3894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3894_STAMPING: 44
 HV3894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3894+STABILITY: SURFACE MOTION
 HV3894
 HV3894  HISTORY     - Date     Condition        Report By
 HV3894  HISTORY     - UNK      MONUMENTED       USGS
 HV3894  HISTORY     - 1935     GOOD             CGS
 HV3894  HISTORY     - 1941     MARK NOT FOUND   CGS
 HV3894
 HV3894                          STATION DESCRIPTION
 HV3894
 HV3894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3894'0.2 MI NE FROM CATLETT.
 HV3894'ABOUT 0.2 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3894'STATION AT CATLETT, FAUQUIER COUNTY, AND 9 FEET NORTHWEST OF
 HV3894'THE NORTHWEST TRACK.  A COPPER PLUG, STAMPED 44 AND SET IN THE
 HV3894'TOP OF A CONCRETE POST.
 HV3894
 HV3894                          STATION RECOVERY (1941)
 HV3894
 HV3894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0572 ***********************************************************************
 GW0572  DESIGNATION -  440
 GW0572  PID         -  GW0572
 GW0572  STATE/COUNTY-  VA/AMHERST
 GW0572  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0572
 GW0572                         *CURRENT SURVEY CONTROL
 GW0572  ___________________________________________________________________
 GW0572* NAD 83(1986)-  37 30 08.     (N)    078 56 01.     (W)     SCALED    
 GW0572* NAVD 88     -       133.82   (+/-2cm)     439.0    (feet)  VERTCON   
 GW0572  ___________________________________________________________________
 GW0572  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0572
 GW0572  VERT ORDER  -  ? (See Below)
 GW0572
 GW0572.The horizontal coordinates were scaled from a topographic map and have
 GW0572.an estimated accuracy of +/- 6 seconds.
 GW0572
 GW0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0572.The vertical order pertains to the NGVD 29 superseded value.
 GW0572
 GW0572.The geoid height was determined by GEOID03.
 GW0572
 GW0572;                    North         East    Units  Estimated Accuracy
 GW0572;SPC VA S     - 1,129,810.    3,461,660.      MT  (+/- 180 meters Scaled)
 GW0572
 GW0572                          SUPERSEDED SURVEY CONTROL
 GW0572
 GW0572  NGVD 29 (??/??/92)  134.068  (m)          439.85   (f) ADJ UNCH    ?  
 GW0572
 GW0572.Superseded values are not recommended for survey control.
 GW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0572.See file dsdata.txt to determine how the superseded data were derived.
 GW0572
 GW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB826525(NAD 83)
 GW0572_MARKER: Q = CHISELED SQUARE
 GW0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0572_SP_SET: BRIDGE
 GW0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0572
 GW0572  HISTORY     - Date     Condition        Report By
 GW0572  HISTORY     - UNK      MONUMENTED       USGS
 GW0572  HISTORY     - 1936     GOOD             NGS
 GW0572  HISTORY     - 1962     GOOD             NGS
 GW0572
 GW0572                          STATION DESCRIPTION
 GW0572
 GW0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0572'AT WALKERFORD.
 GW0572'AT WALKERFORD, AMHERST COUNTY, 160 FEET EAST AND 30 FEET NORTH OF
 GW0572'THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A HIGHWAY BRIDGE OVER
 GW0572'A CREEK, AT THE SOUTHEAST CORNER, AND ON THE STONE BRIDGE SEAT.
 GW0572'A CHISELED SQUARE.  NOTE-- A CONCRETE BRIDGE HAS REPLACED THE
 GW0572'OLD ONE, AND THE STONE BRIDGE SEAT HAS BEEN REMOVED.  A SQUARE
 GW0572'HAS BEEN CHISELED ON THE TOP SURFACE OF THE NEW BRIDGE AT THE
 GW0572'APPROXIMATE LOCATION OF THE OLD BENCH MARK, BUT 0.77 FOOT LOWER
 GW0572'THAN THE FORMER ONE.
 GW0572
 GW0572                          STATION RECOVERY (1962)
 GW0572
 GW0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0678 ***********************************************************************
 FY0678  DESIGNATION -  440
 FY0678  PID         -  FY0678
 FY0678  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0678  USGS QUAD   -  RINGGOLD (1985)
 FY0678
 FY0678                         *CURRENT SURVEY CONTROL
 FY0678  ___________________________________________________________________
 FY0678* NAD 83(1986)-  36 36 29.     (N)    079 21 54.     (W)     SCALED    
 FY0678* NAVD 88     -       133.804  (meters)     438.99   (feet)  ADJUSTED  
 FY0678  ___________________________________________________________________
 FY0678  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY0678  DYNAMIC HT  -         133.695 (meters)     438.63  (feet)  COMP
 FY0678  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 FY0678
 FY0678  VERT ORDER  -  FIRST     CLASS II
 FY0678
 FY0678.The horizontal coordinates were scaled from a topographic map and have
 FY0678.an estimated accuracy of +/- 6 seconds.
 FY0678
 FY0678.The orthometric height was determined by differential leveling
 FY0678.and adjusted by the National Geodetic Survey in June 1991..
 FY0678
 FY0678.The geoid height was determined by GEOID03.
 FY0678
 FY0678.The dynamic height is computed by dividing the NAVD 88
 FY0678.geopotential number by the normal gravity value computed on the
 FY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0678.degrees latitude (g = 980.6199 gals.).
 FY0678
 FY0678.The modeled gravity was interpolated from observed gravity values.
 FY0678
 FY0678;                    North         East    Units  Estimated Accuracy
 FY0678;SPC VA S     - 1,030,840.    3,422,610.      MT  (+/- 180 meters Scaled)
 FY0678
 FY0678                          SUPERSEDED SURVEY CONTROL
 FY0678
 FY0678  NGVD 29 (??/??/92)  134.058  (m)          439.82   (f) ADJ UNCH    1 2
 FY0678
 FY0678.Superseded values are not recommended for survey control.
 FY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0678.See file dsdata.txt to determine how the superseded data were derived.
 FY0678
 FY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA462526(NAD 83)
 FY0678_MARKER: X = CHISELED CROSS
 FY0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0678_SP_SET: BRIDGE
 FY0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0678
 FY0678  HISTORY     - Date     Condition        Report By
 FY0678  HISTORY     - UNK      MONUMENTED       USGS
 FY0678  HISTORY     - 1932     GOOD             NGS
 FY0678  HISTORY     - 1935     GOOD             NGS
 FY0678
 FY0678                          STATION DESCRIPTION
 FY0678
 FY0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0678'2.1 MI N FROM DANVILLE.
 FY0678'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM DANVILLE,
 FY0678'PITTSYLVANIA COUNTY, ABOUT 100 FEET NORTH OF THE CENTER OF THE
 FY0678'HALIFAX ROAD UNDERPASS, ABOUT 162 FEET SOUTH OF MILEAGE 233.7,
 FY0678'AT THE BRIDGE OVER FALL CREEK, ON THE TOP OF THE SOUTHWEST
 FY0678'CORNER OF THE NORTH ABUTMENT, 6 FEET WEST OF THE WEST RAIL OF
 FY0678'THE SOUTH-BOUND MAIN TRACK, AND ABOUT LEVEL WITH THE BASE OF
 FY0678'THE RAIL.  A CHISELED CROSS.
 FY0678
 FY0678                          STATION RECOVERY (1935)
 FY0678
 FY0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0726 ***********************************************************************
 GW0726  DESIGNATION -  440 USGS RESET
 GW0726  PID         -  GW0726
 GW0726  STATE/COUNTY-  VA/AMHERST
 GW0726  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0726
 GW0726                         *CURRENT SURVEY CONTROL
 GW0726  ___________________________________________________________________
 GW0726* NAD 83(1986)-  37 30 09.     (N)    078 56 08.     (W)     SCALED    
 GW0726* NAVD 88     -       133.807  (meters)     439.00   (feet)  ADJUSTED  
 GW0726  ___________________________________________________________________
 GW0726  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0726  DYNAMIC HT  -         133.709 (meters)     438.68  (feet)  COMP
 GW0726  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GW0726
 GW0726  VERT ORDER  -  FIRST     CLASS II
 GW0726
 GW0726.The horizontal coordinates were scaled from a topographic map and have
 GW0726.an estimated accuracy of +/- 6 seconds.
 GW0726
 GW0726.The orthometric height was determined by differential leveling
 GW0726.and adjusted by the National Geodetic Survey in June 1991..
 GW0726
 GW0726.The geoid height was determined by GEOID03.
 GW0726
 GW0726.The dynamic height is computed by dividing the NAVD 88
 GW0726.geopotential number by the normal gravity value computed on the
 GW0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0726.degrees latitude (g = 980.6199 gals.).
 GW0726
 GW0726.The modeled gravity was interpolated from observed gravity values.
 GW0726
 GW0726;                    North         East    Units  Estimated Accuracy
 GW0726;SPC VA S     - 1,129,840.    3,461,490.      MT  (+/- 180 meters Scaled)
 GW0726
 GW0726                          SUPERSEDED SURVEY CONTROL
 GW0726
 GW0726.No superseded survey control is available for this station.
 GW0726
 GW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB824526(NAD 83)
 GW0726_MARK LOGO: USGS  
 GW0726
 GW0726  HISTORY     - Date     Condition        Report By
 GW0726  HISTORY     - UNK      MONUMENTED
 GW0726  HISTORY     - 1935     GOOD             NGS
 GW0726  HISTORY     - 1983     GOOD             NGS
 GW0726
 GW0726                          STATION DESCRIPTION
 GW0726
 GW0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0726'3.3 MI NE FROM RED HILL.
 GW0726'3.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GW0726'AT RED HILL, ALBEMARLE COUNTY, 4212 FEET NORTHEAST OF MILEPOST
 GW0726'118, AT A ROAD CROSSING, AT A DRAIN AT THE SOUTH SIDE OF THE
 GW0726'ROAD, IN THE TOP OF THE CONCRETE HEADWALL, AND 12 FEET EAST OF
 GW0726'THE CENTERLINE OF THE NORTH-BOUND MAIN TRACK.  A STANDARD
 GW0726'MONEL-METAL RIVET.
 GW0726
 GW0726                          STATION RECOVERY (1983)
 GW0726
 GW0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0726'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.6 KM
 GW0726'(1.0 MI) NORTHWEST ALONG STATE HIGHWAY 656 FROM THE POST OFFICE IN
 GW0726'GLADSTONE, THENCE 10.8 KM (6.75 MI) SOUTHWEST ALONG STATE HIGHWAY 622,
 GW0726'THENCE 0.5 KM (0.35 MI) SOUTHEAST ALONG STATE HIGHWAY 623 TO THE MARK
 GW0726'ON THE LEFT, IN THE SOUTHEAST ABUTMENT OF A BRIDGE OVER A SMALL CREEK,
 GW0726'81.3 METERS (267.0 FT) NORTHEAST OF A RAILROAD CROSSING, 13.7 METERS
 GW0726'(48.0 FT) NORTH OF THE NORTH RAIL. (A CHISELED CROSS).
 GW0726'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0571 ***********************************************************************
 GW0571  DESIGNATION -  441
 GW0571  PID         -  GW0571
 GW0571  STATE/COUNTY-  VA/AMHERST
 GW0571  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0571
 GW0571                         *CURRENT SURVEY CONTROL
 GW0571  ___________________________________________________________________
 GW0571* NAD 83(1986)-  37 30 03.     (N)    078 57 09.     (W)     SCALED    
 GW0571* NAVD 88     -       134.08   (+/-2cm)     439.9    (feet)  VERTCON   
 GW0571  ___________________________________________________________________
 GW0571  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW0571
 GW0571  VERT ORDER  -  ? (See Below)
 GW0571
 GW0571.The horizontal coordinates were scaled from a topographic map and have
 GW0571.an estimated accuracy of +/- 6 seconds.
 GW0571
 GW0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0571.The vertical order pertains to the NGVD 29 superseded value.
 GW0571
 GW0571.The geoid height was determined by GEOID03.
 GW0571
 GW0571;                    North         East    Units  Estimated Accuracy
 GW0571;SPC VA S     - 1,129,660.    3,459,990.      MT  (+/- 180 meters Scaled)
 GW0571
 GW0571                          SUPERSEDED SURVEY CONTROL
 GW0571
 GW0571  NGVD 29 (??/??/92)  134.318  (m)          440.68   (f) ADJ UNCH    ?  
 GW0571
 GW0571.Superseded values are not recommended for survey control.
 GW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0571.See file dsdata.txt to determine how the superseded data were derived.
 GW0571
 GW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB809524(NAD 83)
 GW0571_MARKER: Q = CHISELED SQUARE
 GW0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0571_SP_SET: CULVERT
 GW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0571
 GW0571  HISTORY     - Date     Condition        Report By
 GW0571  HISTORY     - UNK      MONUMENTED       USGS
 GW0571  HISTORY     - 1934     GOOD             NGS
 GW0571
 GW0571                          STATION DESCRIPTION
 GW0571
 GW0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0571'1.2 MI SW FROM WALKERFORD.
 GW0571'1.2 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0571'WALKERFORD, 0.35 MILE SOUTHWEST OF MILEPOST 127, AT THE SOUTHEAST
 GW0571'CORNER OF A CONCRETE-BOX CULVERT, AND ON THE SOUTH END OF THE
 GW0571'CONCRETE COPING.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3359 ***********************************************************************
 HV3359  DESIGNATION -  442 USGS
 HV3359  PID         -  HV3359
 HV3359  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3359  USGS QUAD   -  BELMONT (1983)
 HV3359
 HV3359                         *CURRENT SURVEY CONTROL
 HV3359  ___________________________________________________________________
 HV3359* NAD 83(1986)-  38 10 06.     (N)    077 48 49.     (W)     SCALED    
 HV3359* NAVD 88     -       134.576  (meters)     441.52   (feet)  ADJUSTED  
 HV3359  ___________________________________________________________________
 HV3359  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3359  DYNAMIC HT  -         134.488 (meters)     441.23  (feet)  COMP
 HV3359  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 HV3359
 HV3359  VERT ORDER  -  SECOND    CLASS 0
 HV3359
 HV3359.The horizontal coordinates were scaled from a topographic map and have
 HV3359.an estimated accuracy of +/- 6 seconds.
 HV3359
 HV3359.The orthometric height was determined by differential leveling
 HV3359.and adjusted by the National Geodetic Survey in June 1991..
 HV3359
 HV3359.The geoid height was determined by GEOID03.
 HV3359
 HV3359.The dynamic height is computed by dividing the NAVD 88
 HV3359.geopotential number by the normal gravity value computed on the
 HV3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3359.degrees latitude (g = 980.6199 gals.).
 HV3359
 HV3359.The modeled gravity was interpolated from observed gravity values.
 HV3359
 HV3359;                    North         East    Units  Estimated Accuracy
 HV3359;SPC VA N     - 2,055,910.    3,560,150.      MT  (+/- 180 meters Scaled)
 HV3359
 HV3359                          SUPERSEDED SURVEY CONTROL
 HV3359
 HV3359  NGVD 29 (??/??/??)  134.826  (m)          442.34   (f) ADJUSTED    2 0
 HV3359
 HV3359.Superseded values are not recommended for survey control.
 HV3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3359.See file dsdata.txt to determine how the superseded data were derived.
 HV3359
 HV3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH535282(NAD 83)
 HV3359_MARKER: DD = SURVEY DISK
 HV3359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3359_SP_SET: CHIMNEY
 HV3359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3359
 HV3359  HISTORY     - Date     Condition        Report By
 HV3359  HISTORY     - UNK      MONUMENTED       USGS
 HV3359  HISTORY     - 1962     GOOD             CGS
 HV3359  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3359
 HV3359                          STATION DESCRIPTION
 HV3359
 HV3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3359'1.1 MI NE FROM BELLS CROSS ROADS.
 HV3359'1.1 MILES NORTHEAST ALONG COUNTY ROAD 612 FROM THE JUNCTION OF
 HV3359'COUNTY ROAD 601 AT BELLS CROSS ROADS, LOUISA COUNTY, ABOUT 0.1
 HV3359'MILE NORTH OF THE POST OFFICE AND THE JONES STORE, AT THE NORTH
 HV3359'SIDE OF THE GEORGE E. JONES FRAME HOUSE, IN THE SIDE OF THE STONE
 HV3359'CHIMNEY, AND ABOUT 3 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 HV3359'SURVEY STANDARD DISK, SET VERTICALLY.
 HV3359
 HV3359                          STATION RECOVERY (1998)
 HV3359
 HV3359'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0902 ***********************************************************************
 FX0902  DESIGNATION -  44.4
 FX0902  PID         -  FX0902
 FX0902  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0902  USGS QUAD   -  BENNS CHURCH (1986)
 FX0902
 FX0902                         *CURRENT SURVEY CONTROL
 FX0902  ___________________________________________________________________
 FX0902* NAD 83(1986)-  36 56 16.     (N)    076 35 10.     (W)     SCALED    
 FX0902* NAVD 88     -        13.089  (meters)      42.94   (feet)  ADJUSTED  
 FX0902  ___________________________________________________________________
 FX0902  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 FX0902  DYNAMIC HT  -          13.079 (meters)      42.91  (feet)  COMP
 FX0902  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 FX0902
 FX0902  VERT ORDER  -  FIRST     CLASS II
 FX0902
 FX0902.The horizontal coordinates were scaled from a topographic map and have
 FX0902.an estimated accuracy of +/- 6 seconds.
 FX0902
 FX0902.The orthometric height was determined by differential leveling
 FX0902.and adjusted by the National Geodetic Survey in June 1991..
 FX0902
 FX0902.The geoid height was determined by GEOID03.
 FX0902
 FX0902.The dynamic height is computed by dividing the NAVD 88
 FX0902.geopotential number by the normal gravity value computed on the
 FX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0902.degrees latitude (g = 980.6199 gals.).
 FX0902
 FX0902.The modeled gravity was interpolated from observed gravity values.
 FX0902
 FX0902;                    North         East    Units  Estimated Accuracy
 FX0902;SPC VA S     - 1,068,810.    3,670,480.      MT  (+/- 180 meters Scaled)
 FX0902
 FX0902                          SUPERSEDED SURVEY CONTROL
 FX0902
 FX0902  NGVD 29 (??/??/92)   13.471  (m)           44.20   (f) ADJ UNCH    1 2
 FX0902
 FX0902.Superseded values are not recommended for survey control.
 FX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0902.See file dsdata.txt to determine how the superseded data were derived.
 FX0902
 FX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83)
 FX0902_MARKER: X = CHISELED CROSS
 FX0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0902_SP_SET: GRANITE
 FX0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0902+STABILITY: SURFACE MOTION
 FX0902
 FX0902  HISTORY     - Date     Condition        Report By
 FX0902  HISTORY     - UNK      MONUMENTED       RBNF
 FX0902  HISTORY     - 1953     GOOD             NGS
 FX0902  HISTORY     - 1960     GOOD             NGS
 FX0902  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0902  HISTORY     - 20010805 MARK NOT FOUND   USPSQD
 FX0902
 FX0902                          STATION DESCRIPTION
 FX0902
 FX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0902'AT BENNS CHURCH.
 FX0902'AT BENNS CHURCH, ABOUT 130 YARDS SOUTH ALONG STATE HIGHWAY 32
 FX0902'FROM THE JUNCTION OF U.S. HIGHWAY 258, 179 1/2 FEET SOUTHWEST OF
 FX0902'SOUTHWEST CORNER OF MAIN PART OF BENNS METHODIST CHURCH, 24 1/2
 FX0902'FEET EAST OF CENTER LINE OF HIGHWAY, 7 FEET EAST OF NORTH END OF
 FX0902'EAST HEAD WALL OF A 24-INCH PIPE CULVERT, 16 FEET NORTH OF
 FX0902'TELEPHONE POLE NO. 146, AND IS A 1 1/2-INCH CHISELED CROSS ON THE
 FX0902'TOP OF A 6-INCH SQUARE GRANITE POST PROJECTING ABOUT 1 INCH.
 FX0902
 FX0902                          STATION RECOVERY (1960)
 FX0902
 FX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0902'RECOVERED IN GOOD CONDITION.
 FX0902
 FX0902                          STATION RECOVERY (2001)
 FX0902
 FX0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0902
 FX0902                          STATION RECOVERY (2001)
 FX0902
 FX0902'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0902'NOT FOUND, MUCH GRADING HAS BEEN DONE IN AREA WHICH HAS PROBABLY
 FX0902'DESTROYED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3446 ***********************************************************************
 HV3446  DESIGNATION -  444 MILITARY PK F NPS
 HV3446  PID         -  HV3446
 HV3446  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3446  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3446
 HV3446                         *CURRENT SURVEY CONTROL
 HV3446  ___________________________________________________________________
 HV3446* NAD 83(1986)-  38 18 02.     (N)    077 42 33.     (W)     SCALED    
 HV3446* NAVD 88     -       135.061  (meters)     443.11   (feet)  ADJUSTED  
 HV3446  ___________________________________________________________________
 HV3446  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV3446  DYNAMIC HT  -         134.975 (meters)     442.83  (feet)  COMP
 HV3446  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 HV3446
 HV3446  VERT ORDER  -  SECOND    CLASS 0
 HV3446
 HV3446.The horizontal coordinates were scaled from a topographic map and have
 HV3446.an estimated accuracy of +/- 6 seconds.
 HV3446
 HV3446.The orthometric height was determined by differential leveling
 HV3446.and adjusted by the National Geodetic Survey in June 1991..
 HV3446
 HV3446.The geoid height was determined by GEOID03.
 HV3446
 HV3446.The dynamic height is computed by dividing the NAVD 88
 HV3446.geopotential number by the normal gravity value computed on the
 HV3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3446.degrees latitude (g = 980.6199 gals.).
 HV3446
 HV3446.The modeled gravity was interpolated from observed gravity values.
 HV3446
 HV3446;                    North         East    Units  Estimated Accuracy
 HV3446;SPC VA N     - 2,070,660.    3,569,170.      MT  (+/- 180 meters Scaled)
 HV3446
 HV3446                          SUPERSEDED SURVEY CONTROL
 HV3446
 HV3446  NGVD 29 (??/??/??)  135.336  (m)          444.01   (f) ADJUSTED    2 0
 HV3446
 HV3446.Superseded values are not recommended for survey control.
 HV3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3446.See file dsdata.txt to determine how the superseded data were derived.
 HV3446
 HV3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH630426(NAD 83)
 HV3446_MARKER: DD = SURVEY DISK
 HV3446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3446_STAMPING: F
 HV3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3446+STABILITY: SURFACE MOTION
 HV3446
 HV3446  HISTORY     - Date     Condition        Report By
 HV3446  HISTORY     - UNK      MONUMENTED       NPS
 HV3446  HISTORY     - 1962     GOOD             CGS
 HV3446  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3446  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3446
 HV3446                          STATION DESCRIPTION
 HV3446
 HV3446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3446'2.6 MI NW FROM BROCKROAD.
 HV3446'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 210 FROM THE POST
 HV3446'OFFICE AT BROCKROAD, SPOTSYLVANIA COUNTY, AT THE INTERSECTION
 HV3446'OF SECONDARY STATE HIGHWAY 621, 102.3 FEET SOUTHWEST OF THE
 HV3446'CENTER LINE OF STATE HIGHWAY 210, AND 21 FEET SOUTHEAST OF THE
 HV3446'CENTER LINE OF SECONDARY STATE HIGHWAY 621.  A NATIONAL PARK
 HV3446'SERVICE STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 HV3446
 HV3446                          STATION RECOVERY (1984)
 HV3446
 HV3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3446'MARK NOT FOUND.
 HV3446
 HV3446                          STATION RECOVERY (1998)
 HV3446
 HV3446'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2733 ***********************************************************************
 HV2733  DESIGNATION -  447 USGS RESET 1960
 HV2733  PID         -  HV2733
 HV2733  STATE/COUNTY-  VA/FAIRFAX
 HV2733  USGS QUAD   -  FAIRFAX (1994)
 HV2733
 HV2733                         *CURRENT SURVEY CONTROL
 HV2733  ___________________________________________________________________
 HV2733* NAD 83(1986)-  38 50 46.     (N)    077 18 25.     (W)     SCALED    
 HV2733* NAVD 88     -       135.896  (meters)     445.85   (feet)  ADJUSTED  
 HV2733  ___________________________________________________________________
 HV2733  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2733  DYNAMIC HT  -         135.821 (meters)     445.61  (feet)  COMP
 HV2733  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 HV2733
 HV2733  VERT ORDER  -  SECOND    CLASS 0
 HV2733
 HV2733.The horizontal coordinates were scaled from a topographic map and have
 HV2733.an estimated accuracy of +/- 6 seconds.
 HV2733
 HV2733.The orthometric height was determined by differential leveling
 HV2733.and adjusted by the National Geodetic Survey in June 1991..
 HV2733
 HV2733.The geoid height was determined by GEOID03.
 HV2733
 HV2733.The dynamic height is computed by dividing the NAVD 88
 HV2733.geopotential number by the normal gravity value computed on the
 HV2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2733.degrees latitude (g = 980.6199 gals.).
 HV2733
 HV2733.The modeled gravity was interpolated from observed gravity values.
 HV2733
 HV2733;                    North         East    Units  Estimated Accuracy
 HV2733;SPC VA N     - 2,131,590.    3,603,570.      MT  (+/- 180 meters Scaled)
 HV2733
 HV2733                          SUPERSEDED SURVEY CONTROL
 HV2733
 HV2733  NGVD 29 (??/??/92)  136.12   (m)          446.6    (f) COMPUTED    2 0
 HV2733
 HV2733.Superseded values are not recommended for survey control.
 HV2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2733.See file dsdata.txt to determine how the superseded data were derived.
 HV2733
 HV2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ997022(NAD 83)
 HV2733_MARKER: DD = SURVEY DISK
 HV2733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2733_SP_SET: STEPS
 HV2733_STAMPING: 447 PRIM TRAV STA NO 10 S 1920
 HV2733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2733
 HV2733  HISTORY     - Date     Condition        Report By
 HV2733  HISTORY     - 1952     MONUMENTED       CGS
 HV2733  HISTORY     - 1960     GOOD             CGS
 HV2733
 HV2733                          STATION DESCRIPTION
 HV2733
 HV2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SPH)
 HV2733'STATION WAS NOT OCCUPIED IN 1952.  ITS POSITION WAS DETERMINED
 HV2733'BY TRAVERSE ON THIS DATE.
 HV2733'
 HV2733'THE STATION IS LOCATED ON THE COURTHOUSE LAWN IN THE TOWN OF
 HV2733'FAIRFAX.  IT IS N OF THE COURTHOUSE BUILDING, AT THE TOP OF THE
 HV2733'CONCRETE STEPS LEADING DOWN TO STATE HIGHWAY 236.  THE MARK IS
 HV2733'SET FLUSH IN THE CONCRETE APRON AT THE W EDGE OF THE STEPS.
 HV2733'IT IS A U.S.G.S. PRIMARY TRAVERSE STATION DISK STAMPED 10-S 1920
 HV2733'447.
 HV2733
 HV2733                          STATION RECOVERY (1960)
 HV2733
 HV2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2733'AT FAIRFAX.
 HV2733'AT FAIRFAX, FAIRFAX COUNTY, AT THE COUNTY COURTHOUSE, ON THE
 HV2733'NORTH SIDE OF THE BUILDING, AND IN THE TOP OF THE WEST EDGE OF
 HV2733'THE STEPS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HV2733'STAMPED 447 PRIM TRAV STA NO 10 S 1920.  NOTE-- RESET 1960 AT
 HV2733'ABOUT THE SAME LOCATION.  USGS HAS NO INFORMATION ON RESET
 HV2733'- SPRINGFIELD AERIAL SURVEYS SAID IT HAS BEEN RESET BUT DOESNT
 HV2733'KNOW BY WHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5295 ***********************************************************************
 GV5295  DESIGNATION -  45
 GV5295  PID         -  GV5295
 GV5295  STATE/COUNTY-  VA/C OF RICHMOND
 GV5295  USGS QUAD   -  RICHMOND (1994)
 GV5295
 GV5295                         *CURRENT SURVEY CONTROL
 GV5295  ___________________________________________________________________
 GV5295* NAD 83(1993)-  37 32 00.71870(N)    077 29 44.64093(W)     ADJUSTED  
 GV5295* NAVD 88     -        52.87   (+/-2cm)     173.5    (feet)  VERTCON   
 GV5295  ___________________________________________________________________
 GV5295  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GV5295  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5295
 GV5295  HORZ ORDER  -  SECOND
 GV5295  VERT ORDER  -  THIRD ? (See Below)
 GV5295
 GV5295.The horizontal coordinates were established by classical geodetic methods
 GV5295.and adjusted by the National Geodetic Survey in November 1994..
 GV5295
 GV5295.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5295.The vertical order pertains to the NGVD 29 superseded value.
 GV5295
 GV5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5295
 GV5295.The geoid height was determined by GEOID03.
 GV5295
 GV5295;                    North         East     Units Scale Factor Converg.
 GV5295;SPC VA S     - 1,133,664.883 3,588,756.827   MT  0.99994959   +0 36 34.3
 GV5295;SPC VA S     - 3,719,365.54 11,774,113.02   sFT  0.99994959   +0 36 34.3
 GV5295;UTM  18      - 4,156,988.592   279,482.470   MT  1.00019902   -1 31 15.9
 GV5295
 GV5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5295!SPC VA S     -   0.99999687  x   0.99994959  =   0.99994646
 GV5295!UTM  18      -   0.99999687  x   1.00019902  =   1.00019589
 GV5295
 GV5295|---------------------------------------------------------------------|
 GV5295| PID    Reference Object                     Distance      Geod. Az  |
 GV5295|                                                           dddmmss.s |
 GV5295| DC5504 45 RM                                16.330 METERS 03754     |
 GV5295| GV5277 CARILLON                            APPROX. 1.4 KM 0531804.7 |
 GV5295| GV5258 RICHMOND CITY HALL RADIO MAST       APPROX. 5.6 KM 0812944.1 |
 GV5295| GV5299 44                                  386.543 METERS 20442     |
 GV5295|---------------------------------------------------------------------|
 GV5295
 GV5295                          SUPERSEDED SURVEY CONTROL
 GV5295
 GV5295  NAD 83(1986)-  37 32 00.72494(N)    077 29 44.65772(W) AD(       ) 2
 GV5295  NAD 27      -  37 32 00.19673(N)    077 29 45.71201(W) AD(       ) 2
 GV5295  NGVD 29 (07/19/86)   53.18   (m)          174.5    (f) LEVELING    3  
 GV5295
 GV5295.Superseded values are not recommended for survey control.
 GV5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5295.See file dsdata.txt to determine how the superseded data were derived.
 GV5295
 GV5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7948256989(NAD 83)
 GV5295_MARKER: Z = SEE DESCRIPTION
 GV5295_SETTING: 0 = UNSPECIFIED SETTING
 GV5295
 GV5295  HISTORY     - Date     Condition        Report By
 GV5295  HISTORY     - 1972     MONUMENTED       VA2060
 GV5295  HISTORY     - 19951206 GOOD             USPSQD
 GV5295  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5295  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5295
 GV5295                          STATION DESCRIPTION
 GV5295
 GV5295'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5295'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5295'ON WESTOVER HILLS BLVD., THENCE NORTH ON WESTOVER HILLS BLVD. 0.10
 GV5295'MILE TO INTERSECTION WITH SYLVAN RD., THENCE WEST ON SYLVAN RD.
 GV5295'0.35 MILE TO DORCHESTER RD., THENCE NORTH ON DORCHESTER RD. 0.30
 GV5295'MILE TO PRIVATE ROAD AT THE INTERSECTION OF DORCHESTER RD. AND NEW
 GV5295'KENT RD., THENCE WEST ON PRIVATE ROAD APPROXIMATELY 230 FEET
 GV5295'TO RAILROAD TRACKS, THENCE NORTH ALONG RAILROAD TRACKS
 GV5295'0.10 MILE TO POINT NO. 45.
 GV5295'
 GV5295'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP OF AXLE ABOUT 1 INCH
 GV5295'BELOW GROUND LEVEL.
 GV5295'
 GV5295'16.65 FEET N.W. OF CENTER OF SOUTHBOUND R.R. TRACKS, 53.3 FEET
 GV5295'S.W. OF S.W. CORNER OF R.R. BRIDGE, 66.7 FEET W. OF S.W.
 GV5295'CORNER OF R.R. BRIDGE.
 GV5295'
 GV5295'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5295'CENTER OF PIN, SET ABOUT 1 INCH ABOVE GROUND.  7.30 FEET N.W. OF
 GV5295'CENTER OF SOUTHBOUND R.R. TRACKS, 32.0 FEET N.W. OF S.E. CORNER
 GV5295'OF R. R. BRIDGE, 2.4 FEET S. E. OF S. W. CORNER OF R. R. BRIDGE.
 GV5295'
 GV5295'DISTANCE BETWEEN PT. 45 AND R.M. IS 53.57 FT., 16.330 M.
 GV5295'
 GV5295'NEAREST TOWN--RICHMOND.
 GV5295
 GV5295                          STATION RECOVERY (1995)
 GV5295
 GV5295'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5295'RECOVERED IN GOOD CONDITION.
 GV5295
 GV5295                          STATION RECOVERY (2000)
 GV5295
 GV5295'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5295'MARK NOT FOUND.
 GV5295
 GV5295                          STATION RECOVERY (2004)
 GV5295
 GV5295'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9253 ***********************************************************************
 HV9253  DESIGNATION -  45 0.5
 HV9253  PID         -  HV9253
 HV9253  STATE/COUNTY-  VA/CAROLINE
 HV9253  USGS QUAD   -  
 HV9253
 HV9253                         *CURRENT SURVEY CONTROL
 HV9253  ___________________________________________________________________
 HV9253* NAD 83(1986)-  38 12 09.     (N)    077 22 20.     (W)     SCALED    
 HV9253* NAVD 88     -        67.555  (meters)     221.64   (feet)  ADJUSTED  
 HV9253  ___________________________________________________________________
 HV9253  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9253  DYNAMIC HT  -          67.515 (meters)     221.51  (feet)  COMP
 HV9253  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9253
 HV9253  VERT ORDER  -  FIRST     CLASS II
 HV9253
 HV9253.The horizontal coordinates were scaled from a topographic map and have
 HV9253.an estimated accuracy of +/- 6 seconds.
 HV9253
 HV9253.The orthometric height was determined by differential leveling
 HV9253.and adjusted by the National Geodetic Survey in November 1999..
 HV9253
 HV9253.The geoid height was determined by GEOID03.
 HV9253
 HV9253.The dynamic height is computed by dividing the NAVD 88
 HV9253.geopotential number by the normal gravity value computed on the
 HV9253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9253.degrees latitude (g = 980.6199 gals.).
 HV9253
 HV9253.The modeled gravity was interpolated from observed gravity values.
 HV9253
 HV9253;                    North         East    Units  Estimated Accuracy
 HV9253;SPC VA N     - 2,060,080.    3,598,780.      MT  (+/- 180 meters Scaled)
 HV9253
 HV9253                          SUPERSEDED SURVEY CONTROL
 HV9253
 HV9253.No superseded survey control is available for this station.
 HV9253
 HV9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9253_MARKER: I = METAL ROD
 HV9253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9253_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9253_STAMPING: 45-0.5
 HV9253_MARK LOGO: NGS   
 HV9253_PROJECTION: RECESSED 5 CENTIMETERS
 HV9253_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9253+STABILITY: POSITION/ELEVATION WELL
 HV9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9253+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9253_ROD/PIPE-DEPTH: 6.1  meters
 HV9253_SLEEVE-DEPTH  : .91 meters
 HV9253
 HV9253  HISTORY     - Date     Condition        Report By
 HV9253  HISTORY     - 1992     MONUMENTED       NGS
 HV9253  HISTORY     - 20020116 GOOD             USPSQD
 HV9253
 HV9253                          STATION DESCRIPTION
 HV9253
 HV9253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9253'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9253'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9253'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9253'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9253'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9253'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9253'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9253'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9253'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9253'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9253'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9253'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9253'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9253'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9253'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9253'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9253'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9253'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9253'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9253'IS RECESSED 5 CM (2 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9253'GROUND SURFACE.  THE MARK IS 83.2 M (273.0 FT) SOUTHWEST OF THE
 HV9253'SOUTHWEST CORNER OF BUILDING 8, 73.6 M (241.5 FT) NORTHEAST OF THE
 HV9253'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9253'AND EQUIPMENT SECTION, 55.3 M (181.4 FT) NORTHEAST OF THE NORTHWEST
 HV9253'CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 45.3 M (148.6 FT)
 HV9253'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9253'THE GARAGE AND 42.3 M (138.8 FT) EAST OF THE EAST EDGE OF THE
 HV9253'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9253
 HV9253                          STATION RECOVERY (2002)
 HV9253
 HV9253'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9252 ***********************************************************************
 HV9252  DESIGNATION -  45 1.5
 HV9252  PID         -  HV9252
 HV9252  STATE/COUNTY-  VA/CAROLINE
 HV9252  USGS QUAD   -  
 HV9252
 HV9252                         *CURRENT SURVEY CONTROL
 HV9252  ___________________________________________________________________
 HV9252* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9252* NAVD 88     -        66.576  (meters)     218.42   (feet)  ADJUSTED  
 HV9252  ___________________________________________________________________
 HV9252  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9252  DYNAMIC HT  -          66.536 (meters)     218.29  (feet)  COMP
 HV9252  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9252
 HV9252  VERT ORDER  -  FIRST     CLASS II
 HV9252
 HV9252.The horizontal coordinates were scaled from a topographic map and have
 HV9252.an estimated accuracy of +/- 6 seconds.
 HV9252
 HV9252.The orthometric height was determined by differential leveling
 HV9252.and adjusted by the National Geodetic Survey in November 1999..
 HV9252
 HV9252.The geoid height was determined by GEOID03.
 HV9252
 HV9252.The dynamic height is computed by dividing the NAVD 88
 HV9252.geopotential number by the normal gravity value computed on the
 HV9252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9252.degrees latitude (g = 980.6199 gals.).
 HV9252
 HV9252.The modeled gravity was interpolated from observed gravity values.
 HV9252
 HV9252;                    North         East    Units  Estimated Accuracy
 HV9252;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9252
 HV9252                          SUPERSEDED SURVEY CONTROL
 HV9252
 HV9252.No superseded survey control is available for this station.
 HV9252
 HV9252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9252_MARKER: I = METAL ROD
 HV9252_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9252_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9252_STAMPING: 45-1.5
 HV9252_MARK LOGO: NGS   
 HV9252_PROJECTION: RECESSED 2 CENTIMETERS
 HV9252_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9252+STABILITY: POSITION/ELEVATION WELL
 HV9252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9252+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9252_ROD/PIPE-DEPTH: 4.9  meters
 HV9252_SLEEVE-DEPTH  : .91 meters
 HV9252
 HV9252  HISTORY     - Date     Condition        Report By
 HV9252  HISTORY     - 1992     MONUMENTED       NGS
 HV9252  HISTORY     - 20020116 GOOD             USPSQD
 HV9252
 HV9252                          STATION DESCRIPTION
 HV9252
 HV9252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9252'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9252'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9252'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9252'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9252'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9252'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9252'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9252'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9252'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9252'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9252'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9252'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9252'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9252'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9252'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9252'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9252'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9252'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9252'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9252'IS RECESSED 2.5 CM (1 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9252'GROUND SURFACE.  THE MARK IS 84.4 M (276.9 FT) SOUTHWEST OF THE
 HV9252'SOUTHWEST CORNER OF BUILDING 8, 73.4 M (240.8 FT) NORTHEAST OF THE
 HV9252'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9252'AND EQUIPMENT SECTION, 57.4 M (188.3 FT) NORTH-NORTHEAST OF THE
 HV9252'NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 52.7 M
 HV9252'(172.9 FT) NORTH OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9252'THE GARAGE AND 30.1 M (98.8 FT) EAST OF THE EAST EDGE OF THE
 HV9252'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9252
 HV9252                          STATION RECOVERY (2002)
 HV9252
 HV9252'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9251 ***********************************************************************
 HV9251  DESIGNATION -  45 2.5
 HV9251  PID         -  HV9251
 HV9251  STATE/COUNTY-  VA/CAROLINE
 HV9251  USGS QUAD   -  
 HV9251
 HV9251                         *CURRENT SURVEY CONTROL
 HV9251  ___________________________________________________________________
 HV9251* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9251* NAVD 88     -        65.525  (meters)     214.98   (feet)  ADJUSTED  
 HV9251  ___________________________________________________________________
 HV9251  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9251  DYNAMIC HT  -          65.486 (meters)     214.85  (feet)  COMP
 HV9251  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9251
 HV9251  VERT ORDER  -  FIRST     CLASS II
 HV9251
 HV9251.The horizontal coordinates were scaled from a topographic map and have
 HV9251.an estimated accuracy of +/- 6 seconds.
 HV9251
 HV9251.The orthometric height was determined by differential leveling
 HV9251.and adjusted by the National Geodetic Survey in November 1999..
 HV9251
 HV9251.The geoid height was determined by GEOID03.
 HV9251
 HV9251.The dynamic height is computed by dividing the NAVD 88
 HV9251.geopotential number by the normal gravity value computed on the
 HV9251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9251.degrees latitude (g = 980.6199 gals.).
 HV9251
 HV9251.The modeled gravity was interpolated from observed gravity values.
 HV9251
 HV9251;                    North         East    Units  Estimated Accuracy
 HV9251;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9251
 HV9251                          SUPERSEDED SURVEY CONTROL
 HV9251
 HV9251.No superseded survey control is available for this station.
 HV9251
 HV9251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9251_MARKER: I = METAL ROD
 HV9251_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9251_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9251_STAMPING: 45-2.5
 HV9251_MARK LOGO: NGS   
 HV9251_PROJECTION: RECESSED 6 CENTIMETERS
 HV9251_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9251+STABILITY: POSITION/ELEVATION WELL
 HV9251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9251+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9251_ROD/PIPE-DEPTH: 4.9  meters
 HV9251_SLEEVE-DEPTH  : .91 meters
 HV9251
 HV9251  HISTORY     - Date     Condition        Report By
 HV9251  HISTORY     - 1992     MONUMENTED       NGS
 HV9251  HISTORY     - 20020116 GOOD             USPSQD
 HV9251
 HV9251                          STATION DESCRIPTION
 HV9251
 HV9251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9251'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9251'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9251'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9251'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9251'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9251'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9251'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9251'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9251'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9251'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9251'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9251'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9251'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9251'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9251'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9251'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9251'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9251'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9251'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9251'IS RECESSED 6 CM (2.5 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9251'GROUND SURFACE.  THE MARK IS 92.5 M (303.5 FT) SOUTHWEST OF THE
 HV9251'SOUTHWEST CORNER OF BUILDING 8, 71.1 M (233.3 FT) NORTH-NORTHEAST OF
 HV9251'THE NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV9251'INSTRUMENT AND EQUIPMENT SECTION, 58.4 M (191.6 FT) NORTH-NORTHWEST
 HV9251'OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 58.1
 HV9251'M (190.6 FT) NORTH OF THE NORTHWEST CORNER OF THE LEAN-TO EXTENSION
 HV9251'ON THE GARAGE AND 16.5 M (54.1 FT) EAST OF THE EAST EDGE OF THE
 HV9251'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9251
 HV9251                          STATION RECOVERY (2002)
 HV9251
 HV9251'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3891 ***********************************************************************
 HV3891  DESIGNATION -  45 USGS
 HV3891  PID         -  HV3891
 HV3891  STATE/COUNTY-  VA/FAUQUIER
 HV3891  USGS QUAD   -  CATLETT (1978)
 HV3891
 HV3891                         *CURRENT SURVEY CONTROL
 HV3891  ___________________________________________________________________
 HV3891* NAD 83(1986)-  38 38 45.     (N)    077 39 05.     (W)     SCALED    
 HV3891* NAVD 88     -        79.570  (meters)     261.06   (feet)  ADJUSTED  
 HV3891  ___________________________________________________________________
 HV3891  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV3891  DYNAMIC HT  -          79.524 (meters)     260.90  (feet)  COMP
 HV3891  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 HV3891
 HV3891  VERT ORDER  -  SECOND    CLASS 0
 HV3891
 HV3891.The horizontal coordinates were scaled from a topographic map and have
 HV3891.an estimated accuracy of +/- 6 seconds.
 HV3891
 HV3891.The orthometric height was determined by differential leveling
 HV3891.and adjusted by the National Geodetic Survey in June 1991..
 HV3891
 HV3891.The geoid height was determined by GEOID03.
 HV3891
 HV3891.The dynamic height is computed by dividing the NAVD 88
 HV3891.geopotential number by the normal gravity value computed on the
 HV3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3891.degrees latitude (g = 980.6199 gals.).
 HV3891
 HV3891.The modeled gravity was interpolated from observed gravity values.
 HV3891
 HV3891;                    North         East    Units  Estimated Accuracy
 HV3891;SPC VA N     - 2,109,030.    3,573,870.      MT  (+/- 180 meters Scaled)
 HV3891
 HV3891                          SUPERSEDED SURVEY CONTROL
 HV3891
 HV3891  NGVD 29 (??/??/??)   79.814  (m)          261.86   (f) ADJUSTED    2 0
 HV3891
 HV3891.Superseded values are not recommended for survey control.
 HV3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3891.See file dsdata.txt to determine how the superseded data were derived.
 HV3891
 HV3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH692808(NAD 83)
 HV3891_MARKER: Z = SEE DESCRIPTION
 HV3891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3891_STAMPING: 45
 HV3891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3891+STABILITY: SURFACE MOTION
 HV3891
 HV3891  HISTORY     - Date     Condition        Report By
 HV3891  HISTORY     - UNK      MONUMENTED       USGS
 HV3891  HISTORY     - 1935     GOOD             CGS
 HV3891  HISTORY     - 1965     MARK NOT FOUND   USGS
 HV3891
 HV3891                          STATION DESCRIPTION
 HV3891
 HV3891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3891'0.8 MI SW FROM CATLETT.
 HV3891'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3891'STATION AT CATLETT, FAUQUIER COUNTY, ABOUT 700 FEET NORTHEAST
 HV3891'OF MILEPOST 45, AND 9 FEET NORTHWEST OF THE NORTHWEST RAIL.
 HV3891'A COPPER PLUG, STAMPED 45 AND SET IN THE TOP OF A CONCRETE POST.
 HV3891
 HV3891                          STATION RECOVERY (1965)
 HV3891
 HV3891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HV3891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0449 ***********************************************************************
 HW0449  DESIGNATION -  455.68
 HW0449  PID         -  HW0449
 HW0449  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0449  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0449
 HW0449                         *CURRENT SURVEY CONTROL
 HW0449  ___________________________________________________________________
 HW0449* NAD 83(1986)-  38 01 43.     (N)    078 28 37.     (W)     SCALED    
 HW0449* NAVD 88     -       138.608  (meters)     454.75   (feet)  ADJUSTED  
 HW0449  ___________________________________________________________________
 HW0449  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0449  DYNAMIC HT  -         138.512 (meters)     454.43  (feet)  COMP
 HW0449  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 HW0449
 HW0449  VERT ORDER  -  SECOND    CLASS 0
 HW0449
 HW0449.The horizontal coordinates were scaled from a topographic map and have
 HW0449.an estimated accuracy of +/- 6 seconds.
 HW0449
 HW0449.The orthometric height was determined by differential leveling
 HW0449.and adjusted by the National Geodetic Survey in June 1991..
 HW0449
 HW0449.The geoid height was determined by GEOID03.
 HW0449
 HW0449.The dynamic height is computed by dividing the NAVD 88
 HW0449.geopotential number by the normal gravity value computed on the
 HW0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0449.degrees latitude (g = 980.6199 gals.).
 HW0449
 HW0449.The modeled gravity was interpolated from observed gravity values.
 HW0449
 HW0449;                    North         East    Units  Estimated Accuracy
 HW0449;SPC VA S     - 1,188,140.    3,502,020.      MT  (+/- 180 meters Scaled)
 HW0449
 HW0449                          SUPERSEDED SURVEY CONTROL
 HW0449
 HW0449  NGVD 29 (??/??/92)  138.851  (m)          455.55   (f) ADJ UNCH    2 0
 HW0449
 HW0449.Superseded values are not recommended for survey control.
 HW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0449.See file dsdata.txt to determine how the superseded data were derived.
 HW0449
 HW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC214119(NAD 83)
 HW0449_MARKER: Q = CHISELED SQUARE
 HW0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0449_SP_SET: COPING
 HW0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0449
 HW0449  HISTORY     - Date     Condition        Report By
 HW0449  HISTORY     - UNK      MONUMENTED       USGS
 HW0449  HISTORY     - 1935     GOOD             NGS
 HW0449
 HW0449                          STATION DESCRIPTION
 HW0449
 HW0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0449'AT CHARLOTTESVILLE.
 HW0449'AT CHARLOTTESVILLE, ALBEMARLE COUNTY, ABOUT 300 FEET SOUTHEAST
 HW0449'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT THE SOUTH END OF
 HW0449'THE CROSSING OF THE LONG STATE HIGHWAY 239 BRIDGE, ON THE TOP OF
 HW0449'THE EAST CONCRETE COPING OF THE APPROACH, AND 1.5 FEET FROM THE
 HW0449'SOUTH END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3801 ***********************************************************************
 HV3801  DESIGNATION -  455.8 USGS
 HV3801  PID         -  HV3801
 HV3801  STATE/COUNTY-  VA/FAUQUIER
 HV3801  USGS QUAD   -  WARRENTON (1978)
 HV3801
 HV3801                         *CURRENT SURVEY CONTROL
 HV3801  ___________________________________________________________________
 HV3801* NAD 83(1986)-  38 41 07.     (N)    077 50 05.     (W)     SCALED    
 HV3801* NAVD 88     -       131.331  (meters)     430.88   (feet)  ADJUSTED  
 HV3801  ___________________________________________________________________
 HV3801  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV3801  DYNAMIC HT  -         131.253 (meters)     430.62  (feet)  COMP
 HV3801  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 HV3801
 HV3801  VERT ORDER  -  SECOND    CLASS 0
 HV3801
 HV3801.The horizontal coordinates were scaled from a topographic map and have
 HV3801.an estimated accuracy of +/- 6 seconds.
 HV3801
 HV3801.The orthometric height was determined by differential leveling
 HV3801.and adjusted by the National Geodetic Survey in June 1991..
 HV3801
 HV3801.The geoid height was determined by GEOID03.
 HV3801
 HV3801.The dynamic height is computed by dividing the NAVD 88
 HV3801.geopotential number by the normal gravity value computed on the
 HV3801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3801.degrees latitude (g = 980.6199 gals.).
 HV3801
 HV3801.The modeled gravity was interpolated from observed gravity values.
 HV3801
 HV3801;                    North         East    Units  Estimated Accuracy
 HV3801;SPC VA N     - 2,113,270.    3,557,880.      MT  (+/- 180 meters Scaled)
 HV3801
 HV3801                          SUPERSEDED SURVEY CONTROL
 HV3801
 HV3801  NGVD 29 (??/??/??)  131.552  (m)          431.60   (f) ADJUSTED    2 0
 HV3801
 HV3801.Superseded values are not recommended for survey control.
 HV3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3801.See file dsdata.txt to determine how the superseded data were derived.
 HV3801
 HV3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH534856(NAD 83)
 HV3801_MARKER: Q = CHISELED SQUARE
 HV3801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3801_SP_SET: CULVERT
 HV3801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3801
 HV3801  HISTORY     - Date     Condition        Report By
 HV3801  HISTORY     - UNK      MONUMENTED       USGS
 HV3801  HISTORY     - 1941     GOOD             CGS
 HV3801
 HV3801                          STATION DESCRIPTION
 HV3801
 HV3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3801'3.2 MI SW FROM WARRENTON.
 HV3801'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 HV3801'COUNTY COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, 80 FEET
 HV3801'NORTHWEST OF THE NORTHWEST CORNER OF A STONE HOUSE SOUTH OF
 HV3801'THE HIHGWAY, AND ON THE TOP OF THE NORTH END OF A CONCRETE
 HV3801'CULVERT.  A CHISELED SQUARE, MARKED 455.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0443 ***********************************************************************
 HW0443  DESIGNATION -  456.52
 HW0443  PID         -  HW0443
 HW0443  STATE/COUNTY-  VA/ALBEMARLE
 HW0443  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0443
 HW0443                         *CURRENT SURVEY CONTROL
 HW0443  ___________________________________________________________________
 HW0443* NAD 83(1986)-  38 04 21.     (N)    078 27 47.     (W)     SCALED    
 HW0443* NAVD 88     -       138.876  (meters)     455.63   (feet)  ADJUSTED  
 HW0443  ___________________________________________________________________
 HW0443  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0443  DYNAMIC HT  -         138.778 (meters)     455.31  (feet)  COMP
 HW0443  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 HW0443
 HW0443  VERT ORDER  -  SECOND    CLASS 0
 HW0443
 HW0443.The horizontal coordinates were scaled from a topographic map and have
 HW0443.an estimated accuracy of +/- 6 seconds.
 HW0443
 HW0443.The orthometric height was determined by differential leveling
 HW0443.and adjusted by the National Geodetic Survey in June 1991..
 HW0443
 HW0443.The geoid height was determined by GEOID03.
 HW0443
 HW0443.The dynamic height is computed by dividing the NAVD 88
 HW0443.geopotential number by the normal gravity value computed on the
 HW0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0443.degrees latitude (g = 980.6199 gals.).
 HW0443
 HW0443.The modeled gravity was interpolated from observed gravity values.
 HW0443
 HW0443;                    North         East    Units  Estimated Accuracy
 HW0443;SPC VA S     - 1,193,010.    3,503,240.      MT  (+/- 180 meters Scaled)
 HW0443
 HW0443                          SUPERSEDED SURVEY CONTROL
 HW0443
 HW0443  NGVD 29 (??/??/92)  139.110  (m)          456.40   (f) ADJ UNCH    2 0
 HW0443
 HW0443.Superseded values are not recommended for survey control.
 HW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0443.See file dsdata.txt to determine how the superseded data were derived.
 HW0443
 HW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC225168(NAD 83)
 HW0443_MARKER: Q = CHISELED SQUARE
 HW0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0443_SP_SET: PIER
 HW0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0443
 HW0443  HISTORY     - Date     Condition        Report By
 HW0443  HISTORY     - UNK      MONUMENTED       USGS
 HW0443  HISTORY     - 1964     GOOD             NGS
 HW0443
 HW0443                          STATION DESCRIPTION
 HW0443
 HW0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0443'0.5 MI NE FROM RIO.
 HW0443'ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM RIO,
 HW0443'ALBEMARLE COUNTY, ABOUT 400 FEET NORTH OF MILEPOST 109, AT AN
 HW0443'OVERHEAD BRIDGE, AND ON THE TOP OF THE NORTH END OF THE EAST
 HW0443'CONCRETE PIER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0055 ***********************************************************************
 FY0055  DESIGNATION -  457
 FY0055  PID         -  FY0055
 FY0055  STATE/COUNTY-  VA/MECKLENBURG
 FY0055  USGS QUAD   -  LA CROSSE (1981)
 FY0055
 FY0055                         *CURRENT SURVEY CONTROL
 FY0055  ___________________________________________________________________
 FY0055* NAD 83(1986)-  36 41 48.     (N)    078 05 36.     (W)     SCALED    
 FY0055* NAVD 88     -       138.570  (meters)     454.63   (feet)  ADJUSTED  
 FY0055  ___________________________________________________________________
 FY0055  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 FY0055  DYNAMIC HT  -         138.462 (meters)     454.27  (feet)  COMP
 FY0055  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 FY0055
 FY0055  VERT ORDER  -  SECOND    CLASS 0
 FY0055
 FY0055.The horizontal coordinates were scaled from a topographic map and have
 FY0055.an estimated accuracy of +/- 6 seconds.
 FY0055
 FY0055.The orthometric height was determined by differential leveling
 FY0055.and adjusted by the National Geodetic Survey in June 1991..
 FY0055
 FY0055.The geoid height was determined by GEOID03.
 FY0055
 FY0055.The dynamic height is computed by dividing the NAVD 88
 FY0055.geopotential number by the normal gravity value computed on the
 FY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0055.degrees latitude (g = 980.6199 gals.).
 FY0055
 FY0055.The modeled gravity was interpolated from observed gravity values.
 FY0055
 FY0055;                    North         East    Units  Estimated Accuracy
 FY0055;SPC VA S     - 1,040,400.    3,536,340.      MT  (+/- 180 meters Scaled)
 FY0055
 FY0055                          SUPERSEDED SURVEY CONTROL
 FY0055
 FY0055  NGVD 29 (??/??/92)  138.877  (m)          455.63   (f) ADJ UNCH    2 0
 FY0055
 FY0055.Superseded values are not recommended for survey control.
 FY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0055.See file dsdata.txt to determine how the superseded data were derived.
 FY0055
 FY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA596651(NAD 83)
 FY0055_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY0055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0055_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0055_STAMPING: 457
 FY0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0055
 FY0055  HISTORY     - Date     Condition        Report By
 FY0055  HISTORY     - UNK      MONUMENTED       USGS
 FY0055  HISTORY     - 1960     MARK NOT FOUND   NGS
 FY0055  HISTORY     - 1962     MARK NOT FOUND   NGS
 FY0055
 FY0055                          STATION DESCRIPTION
 FY0055
 FY0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0055'AT LA CROSSE.
 FY0055'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 FY0055'ON THIS DATE.  ORIGINAL DESCRIPTION-- AT LA CROSSE, MECKLENBURG
 FY0055'COUNTY, 47 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN RAILWAY,
 FY0055'AND 24 FEET WEST OF THE WEST RAIL OF THE SEABOARD AIR LINE RAILWAY,
 FY0055'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT IS
 FY0055'REPORTED IN 1935, THAT THE MARK WAS SO RUSTED AND BATTERED THAT
 FY0055'IT COULD NOT BE READ.
 FY0055
 FY0055                          STATION RECOVERY (1962)
 FY0055
 FY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FY0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3644 ***********************************************************************
 HV3644  DESIGNATION -  457.1 USGS
 HV3644  PID         -  HV3644
 HV3644  STATE/COUNTY-  VA/FAUQUIER
 HV3644  USGS QUAD   -  ORLEAN (1983)
 HV3644
 HV3644                         *CURRENT SURVEY CONTROL
 HV3644  ___________________________________________________________________
 HV3644* NAD 83(1986)-  38 45 59.     (N)    077 58 38.     (W)     SCALED    
 HV3644* NAVD 88     -       139.099  (meters)     456.36   (feet)  ADJUSTED  
 HV3644  ___________________________________________________________________
 HV3644  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HV3644  DYNAMIC HT  -         139.011 (meters)     456.07  (feet)  COMP
 HV3644  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 HV3644
 HV3644  VERT ORDER  -  SECOND    CLASS 0
 HV3644
 HV3644.The horizontal coordinates were scaled from a topographic map and have
 HV3644.an estimated accuracy of +/- 6 seconds.
 HV3644
 HV3644.The orthometric height was determined by differential leveling
 HV3644.and adjusted by the National Geodetic Survey in June 1991..
 HV3644
 HV3644.The geoid height was determined by GEOID03.
 HV3644
 HV3644.The dynamic height is computed by dividing the NAVD 88
 HV3644.geopotential number by the normal gravity value computed on the
 HV3644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3644.degrees latitude (g = 980.6199 gals.).
 HV3644
 HV3644.The modeled gravity was interpolated from observed gravity values.
 HV3644
 HV3644;                    North         East    Units  Estimated Accuracy
 HV3644;SPC VA N     - 2,122,200.    3,545,430.      MT  (+/- 180 meters Scaled)
 HV3644
 HV3644                          SUPERSEDED SURVEY CONTROL
 HV3644
 HV3644  NGVD 29 (??/??/??)  139.308  (m)          457.05   (f) ADJUSTED    2 0
 HV3644
 HV3644.Superseded values are not recommended for survey control.
 HV3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3644.See file dsdata.txt to determine how the superseded data were derived.
 HV3644
 HV3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH413950(NAD 83)
 HV3644_MARKER: Z = SEE DESCRIPTION
 HV3644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3644_SP_SET: BRIDGE
 HV3644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3644
 HV3644  HISTORY     - Date     Condition        Report By
 HV3644  HISTORY     - UNK      MONUMENTED       USGS
 HV3644  HISTORY     - 1941     GOOD             CGS
 HV3644
 HV3644                          STATION DESCRIPTION
 HV3644
 HV3644'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3644'1.2 MI N FROM ORLEAN.
 HV3644'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 688 FROM THE POST
 HV3644'OFFICE AT ORLEAN, FAUQUIER COUNTY, AT A BRIDGE OVER THUMB RUN,
 HV3644'AND ON THE TOP OF THE EAST END OF THE NORTH ABUTMENT.  A
 HV3644'PAINTED SQUARE, MARKED 457.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3845 ***********************************************************************
 HV3845  DESIGNATION -  458.64 USGS
 HV3845  PID         -  HV3845
 HV3845  STATE/COUNTY-  VA/CULPEPER
 HV3845  USGS QUAD   -  BRANDY STATION (1981)
 HV3845
 HV3845                         *CURRENT SURVEY CONTROL
 HV3845  ___________________________________________________________________
 HV3845* NAD 83(1986)-  38 36 26.     (N)    077 53 59.     (W)     SCALED    
 HV3845* NAVD 88     -       139.649  (meters)     458.17   (feet)  ADJUSTED  
 HV3845  ___________________________________________________________________
 HV3845  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3845  DYNAMIC HT  -         139.564 (meters)     457.89  (feet)  COMP
 HV3845  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 HV3845
 HV3845  VERT ORDER  -  SECOND    CLASS 0
 HV3845
 HV3845.The horizontal coordinates were scaled from a topographic map and have
 HV3845.an estimated accuracy of +/- 6 seconds.
 HV3845
 HV3845.The orthometric height was determined by differential leveling
 HV3845.and adjusted by the National Geodetic Survey in June 1991..
 HV3845.WARNING-Repeat measurements at this control monument indicate possible
 HV3845.vertical movement.
 HV3845
 HV3845.The geoid height was determined by GEOID03.
 HV3845
 HV3845.The dynamic height is computed by dividing the NAVD 88
 HV3845.geopotential number by the normal gravity value computed on the
 HV3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3845.degrees latitude (g = 980.6199 gals.).
 HV3845
 HV3845.The modeled gravity was interpolated from observed gravity values.
 HV3845
 HV3845;                    North         East    Units  Estimated Accuracy
 HV3845;SPC VA N     - 2,104,570.    3,552,280.      MT  (+/- 180 meters Scaled)
 HV3845
 HV3845                          SUPERSEDED SURVEY CONTROL
 HV3845
 HV3845  NGVD 29 (??/??/??)  139.863  (m)          458.87   (f) ADJUSTED    2 0
 HV3845
 HV3845.Superseded values are not recommended for survey control.
 HV3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3845.See file dsdata.txt to determine how the superseded data were derived.
 HV3845
 HV3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH475771(NAD 83)
 HV3845_MARKER: N = NAIL
 HV3845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3845_SP_SET: TREE ROOT
 HV3845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3845
 HV3845  HISTORY     - Date     Condition        Report By
 HV3845  HISTORY     - UNK      MONUMENTED       USGS
 HV3845  HISTORY     - 1941     GOOD             CGS
 HV3845  HISTORY     - 1942     GOOD             CGS
 HV3845  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HV3845
 HV3845                          STATION DESCRIPTION
 HV3845
 HV3845'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3845'5.3 MI NW FROM REMINGTON.
 HV3845'IN CULPEPER COUNTY, ABOUT 5.3 MILES NORTHWEST ALONG STATE HIGHWAY
 HV3845'651 FROM THE SOUTHERN RAILWAY STATION AT REMINGTON, FAUQUIER
 HV3845'COUNTY, THENCE ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 621,
 HV3845'ABOUT 160 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE
 HV3845'HIGHWAY 625, 20 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 HV3845'621, 25.1 FEET EAST OF BENCH MARK B 225, DESCRIBED ABOVE, AND IN
 HV3845'THE ROOT OF A TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV3845'COPPER NAIL AND WASHER.
 HV3845
 HV3845                          STATION RECOVERY (1942)
 HV3845
 HV3845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HV3845'RECOVERED IN GOOD CONDITION.
 HV3845
 HV3845                          STATION RECOVERY (2001)
 HV3845
 HV3845'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0516 ***********************************************************************
 GW0516  DESIGNATION -  458.91
 GW0516  PID         -  GW0516
 GW0516  STATE/COUNTY-  VA/CHARLOTTE
 GW0516  USGS QUAD   -  ASPEN (1968)
 GW0516
 GW0516                         *CURRENT SURVEY CONTROL
 GW0516  ___________________________________________________________________
 GW0516* NAD 83(1986)-  37 04 43.     (N)    078 45 42.     (W)     SCALED    
 GW0516* NAVD 88     -       139.42   (+/-2cm)     457.4    (feet)  VERTCON   
 GW0516  ___________________________________________________________________
 GW0516  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GW0516
 GW0516  VERT ORDER  -  ? (See Below)
 GW0516
 GW0516.The horizontal coordinates were scaled from a topographic map and have
 GW0516.an estimated accuracy of +/- 6 seconds.
 GW0516
 GW0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0516.The vertical order pertains to the NGVD 29 superseded value.
 GW0516
 GW0516.The geoid height was determined by GEOID03.
 GW0516
 GW0516;                    North         East    Units  Estimated Accuracy
 GW0516;SPC VA S     - 1,082,740.    3,476,730.      MT  (+/- 180 meters Scaled)
 GW0516
 GW0516                          SUPERSEDED SURVEY CONTROL
 GW0516
 GW0516  NGVD 29 (??/??/92)  139.672  (m)          458.24   (f) ADJ UNCH    ?  
 GW0516
 GW0516.Superseded values are not recommended for survey control.
 GW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0516.See file dsdata.txt to determine how the superseded data were derived.
 GW0516
 GW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB989059(NAD 83)
 GW0516_MARKER: T = CHISELED TRIANGLE
 GW0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0516_SP_SET: BRIDGE
 GW0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0516
 GW0516  HISTORY     - Date     Condition        Report By
 GW0516  HISTORY     - UNK      MONUMENTED       NWRR
 GW0516  HISTORY     - 1934     GOOD             NGS
 GW0516  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0516
 GW0516                          STATION DESCRIPTION
 GW0516
 GW0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0516'0.7 MI W FROM PHENIX.
 GW0516'0.7 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GW0516'PHENIX, CHARLOTTE COUNTY, AT MILEAGE 158.0, AT THE BRIDGE OVER
 GW0516'CUBB CREEK, IN THE TOP OF THE SOUTH END OF THE WEST BACK WALL,
 GW0516'AND 3 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A CHISELED
 GW0516'TRIANGLE, MARKED WITH THE PAINTED LETTERS B.M.
 GW0516
 GW0516                          STATION RECOVERY (2001)
 GW0516
 GW0516'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1678 ***********************************************************************
 HV1678  DESIGNATION -  46 002 NPS
 HV1678  PID         -  HV1678
 HV1678  STATE/COUNTY-  VA/ARLINGTON
 HV1678  USGS QUAD   -  ALEXANDRIA (1994)
 HV1678
 HV1678                         *CURRENT SURVEY CONTROL
 HV1678  ___________________________________________________________________
 HV1678* NAD 83(1993)-  38 50 28.62519(N)    077 02 51.92500(W)     ADJUSTED  
 HV1678* NAVD 88     -         4.278  (meters)      14.04   (feet)  ADJUSTED  
 HV1678  ___________________________________________________________________
 HV1678  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV1678  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV1678  DYNAMIC HT  -           4.275 (meters)      14.03  (feet)  COMP
 HV1678  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 HV1678
 HV1678  HORZ ORDER  -  SECOND
 HV1678  VERT ORDER  -  FIRST     CLASS I
 HV1678
 HV1678.The horizontal coordinates were established by classical geodetic methods
 HV1678.and adjusted by the National Geodetic Survey in November 1994..
 HV1678
 HV1678.The orthometric height was determined by differential leveling
 HV1678.and adjusted by the National Geodetic Survey in June 1991..
 HV1678
 HV1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1678
 HV1678.The geoid height was determined by GEOID03.
 HV1678
 HV1678.The dynamic height is computed by dividing the NAVD 88
 HV1678.geopotential number by the normal gravity value computed on the
 HV1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1678.degrees latitude (g = 980.6199 gals.).
 HV1678
 HV1678.The modeled gravity was interpolated from observed gravity values.
 HV1678
 HV1678;                    North         East     Units Scale Factor Converg.
 HV1678;SPC VA N     - 2,131,379.475 3,626,072.356   MT  0.99995599   +0 54 22.9
 HV1678;SPC VA N     - 6,992,700.83 11,896,539.05   sFT  0.99995599   +0 54 22.9
 HV1678;SPC MD       -   130,388.558   395,853.969   MT  0.99995003   -0 01 47.9
 HV1678;SPC MD       -   427,783.13  1,298,730.90   sFT  0.99995003   -0 01 47.9
 HV1678;UTM  18      - 4,301,156.317   322,277.513   MT  0.99998895   -1 17 04.6
 HV1678
 HV1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1678!SPC VA N     -   1.00000437  x   0.99995599  =   0.99996036
 HV1678!SPC MD       -   1.00000437  x   0.99995003  =   0.99995440
 HV1678!UTM  18      -   1.00000437  x   0.99998895  =   0.99999332
 HV1678
 HV1678                          SUPERSEDED SURVEY CONTROL
 HV1678
 HV1678  NAD 83(1993)-  38 50 28.62364(N)    077 02 51.92648(W) AD(       ) 2
 HV1678  NAD 83(1986)-  38 50 28.62365(N)    077 02 51.93757(W) AD(       ) 2
 HV1678  NAD 27      -  38 50 28.22000(N)    077 02 53.01500(W) AD(       ) 2
 HV1678  NGVD 29 (??/??/??)    4.515  (m)           14.81   (f) ADJUSTED    1 1
 HV1678
 HV1678.Superseded values are not recommended for survey control.
 HV1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1678.See file dsdata.txt to determine how the superseded data were derived.
 HV1678
 HV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2227801156(NAD 83)
 HV1678_MARKER: DD = SURVEY DISK
 HV1678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1678_SP_SET: ABUTMENT
 HV1678_STAMPING: 46-002
 HV1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1678
 HV1678  HISTORY     - Date     Condition        Report By
 HV1678  HISTORY     - 1946     MONUMENTED       NPS
 HV1678  HISTORY     - 1971     GOOD             NGS
 HV1678
 HV1678                          STATION DESCRIPTION
 HV1678
 HV1678'DESCRIBED BY NATIONAL PARK SERVICE 1946 (RCB)
 HV1678'THE STATION IS LOCATED ON THE E BRIDGE ABUTMENT OF A BRIDGE
 HV1678'OVER AN INLET OF THE POTOMAC RIVER AT THE SE CORNER OF NATIONAL
 HV1678'AIRPORT.  IT IS 40 FEET E OF THE CENTER LINE OF MEMORIAL
 HV1678'HIGHWAY.  THE DISK IS IN A DRILL HOLE ON THE N END OF THE
 HV1678'E BRIDGE ABUTMENT.  THE DISK IS A STANDARD DISK OF THE NATIONAL
 HV1678'PARK SURVEY AND IS STAMPED 46 002.  A TRAVERSE CONNECTION
 HV1678'WAS MADE TO N.P.S. 404 5 AND THE DISTANCE WAS FOUND TO BE
 HV1678'35.844 METERS.
 HV1678'
 HV1678'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1678
 HV1678                          STATION RECOVERY (1971)
 HV1678
 HV1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV1678'AT ARLINGTON.
 HV1678'AT ARLINGTON, ABOUT 2.25 MILES SOUTH ALONG THE MT. VERNON MEMORIAL
 HV1678'HIGHWAY FROM THE SOUTHWEST END OF THE RICKMOND, FREDERICKSBURG
 HV1678'AND POTOMAC RAILROAD BRIDGE OVER THE POTOMAC RIVER, OR ABOUT 2.65
 HV1678'MILES NORTH ALONG THE MT. VERNON MEMORIAL HIGHWAY FROM THE POST
 HV1678'OFFICE AT ALEXANDRIA, AT A DOUBLE-ARCHED STONE BRIDGE OVER FOUR
 HV1678'MILE RUN, SET IN THE TOP OF THE EAST END OF THE NORTH STONE
 HV1678'ABUTMENT OF THE BRIDGE, 1.2 FEET NORTH OF THE NORTH END OF THE
 HV1678'EAST STONE HEADWALL OF THE BRIDGE, 74 FEET EAST OF THE CENTER
 HV1678'LINE OF THE EAST LANES OF THE HIGHWAY 13 FEET EAST OF THE CENTER
 HV1678'LINE OF A NARROW SERVICE ROAD, 1.2 FEET EAST OF A METAL GUARDRAIL
 HV1678'ON THE BRIDGE, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 HV1678'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7992 ***********************************************************************
 HV7992  DESIGNATION -  46 002 RESET
 HV7992  PID         -  HV7992
 HV7992  STATE/COUNTY-  VA/ARLINGTON
 HV7992  USGS QUAD   -  ALEXANDRIA (1994)
 HV7992
 HV7992                         *CURRENT SURVEY CONTROL
 HV7992  ___________________________________________________________________
 HV7992* NAD 83(1993)-  38 50 29.24524(N)    077 02 52.89001(W)     ADJUSTED  
 HV7992* NAVD 88     -         4.649  (meters)      15.25   (feet)  ADJUSTED  
 HV7992  ___________________________________________________________________
 HV7992  X           -   1,114,925.287 (meters)                     COMP
 HV7992  Y           -  -4,847,807.049 (meters)                     COMP
 HV7992  Z           -   3,978,606.409 (meters)                     COMP
 HV7992  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV7992  ELLIP HEIGHT-         -27.36  (meters)          (11/14/94) GPS OBS
 HV7992  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV7992  DYNAMIC HT  -           4.646 (meters)      15.24  (feet)  COMP
 HV7992  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 HV7992
 HV7992  HORZ ORDER  -  SECOND
 HV7992  VERT ORDER  -  FIRST     CLASS II
 HV7992  ELLP ORDER  -  FOURTH    CLASS II
 HV7992
 HV7992.The horizontal coordinates were established by GPS observations
 HV7992.and adjusted by the National Geodetic Survey in November 1994..
 HV7992
 HV7992.The orthometric height was determined by differential leveling
 HV7992.and adjusted by the National Geodetic Survey in November 2000..
 HV7992.No vertical observational check was made to the station.
 HV7992
 HV7992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV7992
 HV7992.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7992
 HV7992.The ellipsoidal height was determined by GPS observations
 HV7992.and is referenced to NAD 83.
 HV7992
 HV7992.The geoid height was determined by GEOID03.
 HV7992
 HV7992.The dynamic height is computed by dividing the NAVD 88
 HV7992.geopotential number by the normal gravity value computed on the
 HV7992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7992.degrees latitude (g = 980.6199 gals.).
 HV7992
 HV7992.The modeled gravity was interpolated from observed gravity values.
 HV7992
 HV7992;                    North         East     Units Scale Factor Converg.
 HV7992;SPC VA N     - 2,131,398.224 3,626,048.785   MT  0.99995600   +0 54 22.3
 HV7992;SPC VA N     - 6,992,762.34 11,896,461.72   sFT  0.99995600   +0 54 22.3
 HV7992;SPC MD       -   130,407.690   395,830.707   MT  0.99995003   -0 01 48.5
 HV7992;SPC MD       -   427,845.90  1,298,654.58   sFT  0.99995003   -0 01 48.5
 HV7992;UTM  18      - 4,301,175.954   322,254.675   MT  0.99998905   -1 17 05.2
 HV7992
 HV7992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7992!SPC VA N     -   1.00000429  x   0.99995600  =   0.99996029
 HV7992!SPC MD       -   1.00000429  x   0.99995003  =   0.99995432
 HV7992!UTM  18      -   1.00000429  x   0.99998905  =   0.99999334
 HV7992
 HV7992                          SUPERSEDED SURVEY CONTROL
 HV7992
 HV7992  NAD 83(1993)-  38 50 29.24610(N)    077 02 52.88793(W) AD(       ) 2
 HV7992  ELLIP H (02/22/93)  -27.34   (m)                       GP(       ) 4 2
 HV7992  NGVD 29 (??/??/??)    4.88   (m)           16.0    (f) RESET       3  
 HV7992
 HV7992.Superseded values are not recommended for survey control.
 HV7992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7992.See file dsdata.txt to determine how the superseded data were derived.
 HV7992
 HV7992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2225501176(NAD 83)
 HV7992_MARKER: DV = VERTICAL CONTROL DISK
 HV7992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV7992_SP_SET: RETAINING WALL
 HV7992_STAMPING: 46 002 NPS RESET 1973
 HV7992_MARK LOGO: NGS   
 HV7992_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7992+STABILITY: SURFACE MOTION
 HV7992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7992+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 HV7992
 HV7992  HISTORY     - Date     Condition        Report By
 HV7992  HISTORY     - 1973     MONUMENTED       USE
 HV7992  HISTORY     - 19910907 GOOD             WHGAI
 HV7992  HISTORY     - 20000801 GOOD             NGS
 HV7992  HISTORY     - 20040206 GOOD             BOWMAN
 HV7992
 HV7992                          STATION DESCRIPTION
 HV7992
 HV7992'DESCRIBED BY US ENGINEERS 1973
 HV7992'AT ARLINGTON.
 HV7992'ABOUT 2.25 MILES SOUTH ALONG THE MT. VERNON MEMORIAL HIGHWAY FROM
 HV7992'THE SOUTHWEST END OF THE RICHMOND, FREDRICKSBURG AND POTOMAC RAIL ROAD
 HV7992'BRIDGE OVER THE POTOMAC RIVER, 2.65 MILES NORTH ALONG THE MT.VERNON
 HV7992'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, SET ON THE NORTH
 HV7992'EAST CORNER OF THE BIKE PATH BRIDGE OVER FOUR MILE RUN.
 HV7992
 HV7992                          STATION RECOVERY (1991)
 HV7992
 HV7992'RECOVERY NOTE BY W H GORDON ASSC 1991
 HV7992'RECOVERED IN GOOD CONDITION.
 HV7992
 HV7992                          STATION RECOVERY (2000)
 HV7992
 HV7992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DBC)
 HV7992'1.05 MILE (1.69 KM) NORTH ALONG G W MEMORIAL PARKWAY FROM THE JUNCTION
 HV7992'OF SLATER LANE AND G W MEMORIAL PARKWAY IN ALEXANDRIA AT THE NORTH END
 HV7992'OF A BRIDGE OVER 4 MILE (6.4 KM) RUN.  34.0 FEET (10.4 M) EAST OF
 HV7992'CENTERLINE OF PARKWAY NORTHBOUND LANES, 3.0 FEET (0.9 M) NORTH OF
 HV7992'NORTH EDGE OF HAND RAIL, 32.0 FEET (9.8 M) SOUTHWEST OF Y JUNCTION FOR
 HV7992'BIKE AND WALKING TRAILS, 11.0 FEET (3.4 M) EAST OF NORTH END OF
 HV7992'BULKHEAD, 37.6 FEET (11.5 M) NORTH OF THE NORTH END OF MAIN BRIDGE,
 HV7992'ABOUT LEVEL WITH GROUND.
 HV7992
 HV7992                          STATION RECOVERY (2004)
 HV7992
 HV7992'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 HV7992'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5555 ***********************************************************************
 GV5555  DESIGNATION -  46 C OF R 1972
 GV5555  PID         -  GV5555
 GV5555  STATE/COUNTY-  VA/C OF RICHMOND
 GV5555  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5555
 GV5555                         *CURRENT SURVEY CONTROL
 GV5555  ___________________________________________________________________
 GV5555* NAD 83(1993)-  37 28 51.03388(N)    077 27 35.39745(W)     ADJUSTED  
 GV5555* NAVD 88     -        48.95   (+/-2cm)     160.6    (feet)  VERTCON   
 GV5555  ___________________________________________________________________
 GV5555  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 GV5555  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5555
 GV5555  HORZ ORDER  -  SECOND
 GV5555  VERT ORDER  -  THIRD ? (See Below)
 GV5555
 GV5555.The horizontal coordinates were established by classical geodetic methods
 GV5555.and adjusted by the National Geodetic Survey in September 1995..
 GV5555
 GV5555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5555.The vertical order pertains to the NGVD 29 superseded value.
 GV5555
 GV5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5555
 GV5555.The geoid height was determined by GEOID03.
 GV5555
 GV5555;                    North         East     Units Scale Factor Converg.
 GV5555;SPC VA S     - 1,127,851.958 3,591,994.050   MT  0.99994735   +0 37 52.7
 GV5555;SPC VA S     - 3,700,294.30 11,784,733.81   sFT  0.99994735   +0 37 52.7
 GV5555;UTM  18      - 4,151,057.947   282,502.177   MT  1.00018273   -1 29 50.6
 GV5555
 GV5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5555!SPC VA S     -   0.99999751  x   0.99994735  =   0.99994486
 GV5555!UTM  18      -   0.99999751  x   1.00018273  =   1.00018024
 GV5555
 GV5555:                Primary Azimuth Mark                     Grid Az
 GV5555:SPC VA S     -  47 C OF R 1972                           076 28 18.5
 GV5555:UTM  18      -  47 C OF R 1972                           078 36 01.8
 GV5555
 GV5555|---------------------------------------------------------------------|
 GV5555| PID    Reference Object                     Distance      Geod. Az  |
 GV5555|                                                           dddmmss.s |
 GV5555| GV5549 47 C OF R 1972                      APPROX. 0.9 KM 0770611.2 |
 GV5555| GV5559 27 C OF R 1972                      308.981 METERS 26001     |
 GV5555|---------------------------------------------------------------------|
 GV5555
 GV5555                          SUPERSEDED SURVEY CONTROL
 GV5555
 GV5555  NAD 83(1993)-  37 28 51.03382(N)    077 27 35.39733(W) AD(       ) 2
 GV5555  NAD 83(1986)-  37 28 51.04015(N)    077 27 35.41424(W) AD(       ) 2
 GV5555  NAD 27      -  37 28 50.50944(N)    077 27 36.46971(W) AD(       ) 2
 GV5555  NGVD 29 (07/19/86)   49.26   (m)          161.6    (f) LEVELING    3  
 GV5555
 GV5555.Superseded values are not recommended for survey control.
 GV5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5555.See file dsdata.txt to determine how the superseded data were derived.
 GV5555
 GV5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8250251058(NAD 83)
 GV5555_MARKER: Z = SEE DESCRIPTION
 GV5555_SETTING: 0 = UNSPECIFIED SETTING
 GV5555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5555+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV5555
 GV5555  HISTORY     - Date     Condition        Report By
 GV5555  HISTORY     - 1972     MONUMENTED       VA2060
 GV5555  HISTORY     - 19951028 GOOD             USPSQD
 GV5555  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5555  HISTORY     - 20031103 GOOD             USPSQD
 GV5555
 GV5555                          STATION DESCRIPTION
 GV5555
 GV5555'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5555'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5555'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 1.55 MILES TO THE
 GV5555'INTERSECTION WITH TERMINAL AVE., THENCE WEST ON TERMINAL AVE. 0.85
 GV5555'MILE TO POINT NO. 46.
 GV5555'
 GV5555'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5555'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5555'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5555'ABOUT 6 INCHES BELOW GROUND.
 GV5555'
 GV5555'19.4 FEET S. OF C/L OF TERMINAL AVE., 46.3 FEET S. OF VEPCO POLE
 GV5555'NO. XB12, 10.0 FEET W. OF 8 INCHES GUM TREE.
 GV5555'
 GV5555'NEAREST TOWN--RICHMOND.
 GV5555
 GV5555                          STATION RECOVERY (1995)
 GV5555
 GV5555'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5555'RECOVERED IN GOOD CONDITION.
 GV5555
 GV5555                          STATION RECOVERY (1999)
 GV5555
 GV5555'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5555'MARK NOT FOUND.
 GV5555
 GV5555                          STATION RECOVERY (2003)
 GV5555
 GV5555'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0593 ***********************************************************************
 GX0593  DESIGNATION -  46 LLB
 GX0593  PID         -  GX0593
 GX0593  STATE/COUNTY-  VA/GILES
 GX0593  USGS QUAD   -  EGGLESTON (1985)
 GX0593
 GX0593                         *CURRENT SURVEY CONTROL
 GX0593  ___________________________________________________________________
 GX0593* NAD 83(1986)-  37 19 17.     (N)    080 35 54.     (W)     SCALED    
 GX0593* NAVD 88     -       620.667  (meters)    2036.31   (feet)  ADJUSTED  
 GX0593  ___________________________________________________________________
 GX0593  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GX0593  DYNAMIC HT  -         620.132 (meters)    2034.55  (feet)  COMP
 GX0593  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 GX0593
 GX0593  VERT ORDER  -  SECOND    CLASS 0
 GX0593
 GX0593.The horizontal coordinates were scaled from a topographic map and have
 GX0593.an estimated accuracy of +/- 6 seconds.
 GX0593
 GX0593.The orthometric height was determined by differential leveling
 GX0593.and adjusted by the National Geodetic Survey in June 1991..
 GX0593
 GX0593.The geoid height was determined by GEOID03.
 GX0593
 GX0593.The dynamic height is computed by dividing the NAVD 88
 GX0593.geopotential number by the normal gravity value computed on the
 GX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0593.degrees latitude (g = 980.6199 gals.).
 GX0593
 GX0593.The modeled gravity was interpolated from observed gravity values.
 GX0593
 GX0593;                    North         East    Units  Estimated Accuracy
 GX0593;SPC VA S     - 1,111,720.    3,314,040.      MT  (+/- 180 meters Scaled)
 GX0593
 GX0593                          SUPERSEDED SURVEY CONTROL
 GX0593
 GX0593  NGVD 29 (??/??/92)  620.791  (m)         2036.71   (f) ADJ UNCH    2 0
 GX0593
 GX0593.Superseded values are not recommended for survey control.
 GX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0593.See file dsdata.txt to determine how the superseded data were derived.
 GX0593
 GX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB355306(NAD 83)
 GX0593_MARKER: DD = SURVEY DISK
 GX0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0593_SP_SET: CULVERT
 GX0593_STAMPING: 46 LLB 2037 1962
 GX0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0593
 GX0593  HISTORY     - Date     Condition        Report By
 GX0593  HISTORY     - 1962     MONUMENTED       USGS
 GX0593  HISTORY     - 1964     GOOD             NGS
 GX0593
 GX0593                          STATION DESCRIPTION
 GX0593
 GX0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0593'1.6 MI SE FROM PEMBROKE.
 GX0593'1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE SCHOOL
 GX0593'AT PEMBROKE TO THE MARK SET IN THE TOP OF THE EAST END OF THE
 GX0593'SOUTH HEADWALL OF A CONCRETE CULVERT, IN THE SETTLEMENT OF
 GX0593'HOGES CHAPLE, 62 FEET SOUTH OF APPROXIMATE CENTER OF TRAFFIC
 GX0593'ISLE OF U.S. HIGHWAY 460 AND COUNTY ROAD 613, 27.0 FEET SOUTH
 GX0593'OF CENTERLINE OF HIGHWAY, 1.0 FOOT WEST OF EAST END OF HEADWALL
 GX0593'AND IS ABOUT 3.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2022 ***********************************************************************
 GV2022  DESIGNATION -  464 C OF R
 GV2022  PID         -  GV2022
 GV2022  STATE/COUNTY-  VA/C OF RICHMOND
 GV2022  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2022
 GV2022                         *CURRENT SURVEY CONTROL
 GV2022  ___________________________________________________________________
 GV2022* NAD 83(1986)-  37 28 26.     (N)    077 26 38.     (W)     SCALED    
 GV2022* NAVD 88     -        22.167  (meters)      72.73   (feet)  ADJUSTED  
 GV2022  ___________________________________________________________________
 GV2022  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV2022  DYNAMIC HT  -          22.152 (meters)      72.68  (feet)  COMP
 GV2022  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 GV2022
 GV2022  VERT ORDER  -  SECOND    CLASS 0
 GV2022
 GV2022.The horizontal coordinates were scaled from a topographic map and have
 GV2022.an estimated accuracy of +/- 6 seconds.
 GV2022
 GV2022.The orthometric height was determined by differential leveling
 GV2022.and adjusted by the National Geodetic Survey in June 1991..
 GV2022
 GV2022.The geoid height was determined by GEOID03.
 GV2022
 GV2022.The dynamic height is computed by dividing the NAVD 88
 GV2022.geopotential number by the normal gravity value computed on the
 GV2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2022.degrees latitude (g = 980.6199 gals.).
 GV2022
 GV2022.The modeled gravity was interpolated from observed gravity values.
 GV2022
 GV2022;                    North         East    Units  Estimated Accuracy
 GV2022;SPC VA S     - 1,127,100.    3,593,410.      MT  (+/- 180 meters Scaled)
 GV2022
 GV2022                          SUPERSEDED SURVEY CONTROL
 GV2022
 GV2022  NGVD 29 (??/??/??)   22.478  (m)           73.75   (f) ADJUSTED    2 0
 GV2022
 GV2022.Superseded values are not recommended for survey control.
 GV2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2022.See file dsdata.txt to determine how the superseded data were derived.
 GV2022
 GV2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG838502(NAD 83)
 GV2022_MARKER: DD = SURVEY DISK
 GV2022_SETTING: 0 = UNSPECIFIED SETTING
 GV2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2022
 GV2022  HISTORY     - Date     Condition        Report By
 GV2022  HISTORY     - UNK      MONUMENTED       VA2060
 GV2022  HISTORY     - 1972     GOOD             NGS
 GV2022  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2022  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2022  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2022  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2022  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2022
 GV2022                          STATION DESCRIPTION
 GV2022
 GV2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2022'AT RICHMOND.
 GV2022'9.6 FEET WEST OF THE CURB OF THE WEST LINE OF JEFFERSON DAVIS
 GV2022'HIGHWAY, 15.5 FEET SOUTH OF THE CURB ON THE SOUTH LINE OF
 GV2022'BELLS ROAD, 10.5 FEET NORTHWEST OF A SIGNAL LIGHT POLE, 29.5
 GV2022'FEET SOUTHEAST OF A POWER POLE.
 GV2022'A STANDARD C OF R DISK.
 GV2022
 GV2022                          STATION RECOVERY (1989)
 GV2022
 GV2022'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2022'MARK NOT FOUND.
 GV2022
 GV2022                          STATION RECOVERY (1991)
 GV2022
 GV2022'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2022'MARK NOT FOUND.
 GV2022
 GV2022                          STATION RECOVERY (1996)
 GV2022
 GV2022'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2022'MARK NOT FOUND.
 GV2022
 GV2022                          STATION RECOVERY (1999)
 GV2022
 GV2022'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2022'MARK NOT FOUND.
 GV2022
 GV2022                          STATION RECOVERY (2004)
 GV2022
 GV2022'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0454 ***********************************************************************
 HW0454  DESIGNATION -  464.37
 HW0454  PID         -  HW0454
 HW0454  STATE/COUNTY-  VA/ORANGE
 HW0454  USGS QUAD   -  ORANGE (1994)
 HW0454
 HW0454                         *CURRENT SURVEY CONTROL
 HW0454  ___________________________________________________________________
 HW0454* NAD 83(1986)-  38 12 12.     (N)    078 07 22.     (W)     SCALED    
 HW0454* NAVD 88     -       141.335  (meters)     463.70   (feet)  ADJUSTED  
 HW0454  ___________________________________________________________________
 HW0454  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0454  DYNAMIC HT  -         141.242 (meters)     463.39  (feet)  COMP
 HW0454  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 HW0454
 HW0454  VERT ORDER  -  SECOND    CLASS 0
 HW0454
 HW0454.The horizontal coordinates were scaled from a topographic map and have
 HW0454.an estimated accuracy of +/- 6 seconds.
 HW0454
 HW0454.The orthometric height was determined by differential leveling
 HW0454.and adjusted by the National Geodetic Survey in June 1991..
 HW0454
 HW0454.The geoid height was determined by GEOID03.
 HW0454
 HW0454.The dynamic height is computed by dividing the NAVD 88
 HW0454.geopotential number by the normal gravity value computed on the
 HW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0454.degrees latitude (g = 980.6199 gals.).
 HW0454
 HW0454.The modeled gravity was interpolated from observed gravity values.
 HW0454
 HW0454;                    North         East    Units  Estimated Accuracy
 HW0454;SPC VA N     - 2,059,640.    3,533,040.      MT  (+/- 180 meters Scaled)
 HW0454
 HW0454                          SUPERSEDED SURVEY CONTROL
 HW0454
 HW0454  NGVD 29 (??/??/92)  141.570  (m)          464.47   (f) ADJ UNCH    2 0
 HW0454
 HW0454.Superseded values are not recommended for survey control.
 HW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0454.See file dsdata.txt to determine how the superseded data were derived.
 HW0454
 HW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC519322(NAD 83)
 HW0454_MARKER: Q = CHISELED SQUARE
 HW0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0454_SP_SET: SIGN
 HW0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0454
 HW0454  HISTORY     - Date     Condition        Report By
 HW0454  HISTORY     - UNK      MONUMENTED       USGS
 HW0454  HISTORY     - 1935     GOOD             NGS
 HW0454  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0454  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0454
 HW0454                          STATION DESCRIPTION
 HW0454
 HW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0454'3.1 MI S FROM ORANGE.
 HW0454'ABOUT 3.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW0454'THE SOUTHERN RAILWAY STATION AT ORANGE, ORANGE COUNTY, AT THE
 HW0454'SOUTHEAST CORNER OF A ROAD CROSSING, AT A CROSSING SIGN, AND ON
 HW0454'THE TOP OF THE CONCRETE BASE.  A CHISELED SQUARE.
 HW0454
 HW0454                          STATION RECOVERY (1998)
 HW0454
 HW0454'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0454'MARK NOT FOUND.
 HW0454
 HW0454                          STATION RECOVERY (2003)
 HW0454
 HW0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0430 ***********************************************************************
 HW0430  DESIGNATION -  464.90
 HW0430  PID         -  HW0430
 HW0430  STATE/COUNTY-  VA/ORANGE
 HW0430  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0430
 HW0430                         *CURRENT SURVEY CONTROL
 HW0430  ___________________________________________________________________
 HW0430* NAD 83(1986)-  38 10 15.     (N)    078 19 01.     (W)     SCALED    
 HW0430* NAVD 88     -       141.388  (meters)     463.87   (feet)  ADJUSTED  
 HW0430  ___________________________________________________________________
 HW0430  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0430  DYNAMIC HT  -         141.291 (meters)     463.55  (feet)  COMP
 HW0430  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HW0430
 HW0430  VERT ORDER  -  SECOND    CLASS 0
 HW0430
 HW0430.The horizontal coordinates were scaled from a topographic map and have
 HW0430.an estimated accuracy of +/- 6 seconds.
 HW0430
 HW0430.The orthometric height was determined by differential leveling
 HW0430.and adjusted by the National Geodetic Survey in June 1991..
 HW0430
 HW0430.The geoid height was determined by GEOID03.
 HW0430
 HW0430.The dynamic height is computed by dividing the NAVD 88
 HW0430.geopotential number by the normal gravity value computed on the
 HW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0430.degrees latitude (g = 980.6199 gals.).
 HW0430
 HW0430.The modeled gravity was interpolated from observed gravity values.
 HW0430
 HW0430;                    North         East    Units  Estimated Accuracy
 HW0430;SPC VA N     - 2,055,980.    3,516,040.      MT  (+/- 180 meters Scaled)
 HW0430
 HW0430                          SUPERSEDED SURVEY CONTROL
 HW0430
 HW0430  NGVD 29 (??/??/92)  141.615  (m)          464.62   (f) ADJ UNCH    2 0
 HW0430
 HW0430.Superseded values are not recommended for survey control.
 HW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0430.See file dsdata.txt to determine how the superseded data were derived.
 HW0430
 HW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC350281(NAD 83)
 HW0430_MARKER: Q = CHISELED SQUARE
 HW0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0430_SP_SET: COPING
 HW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0430
 HW0430  HISTORY     - Date     Condition        Report By
 HW0430  HISTORY     - UNK      MONUMENTED       USGS
 HW0430  HISTORY     - 1935     GOOD             NGS
 HW0430  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0430  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0430
 HW0430                          STATION DESCRIPTION
 HW0430
 HW0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0430'2.1 MI SW FROM BARBOURSVILLE.
 HW0430'IN ALBEMARLE COUNTY, ABOUT 2.1 MILES SOUTHWEST ALONG THE SOUTHERN
 HW0430'RAILWAY FROM BARBOURSVILLE, ORANGE COUNTY, ABOUT 1,000 FEET EAST
 HW0430'OF MILEPOST 98, NORTH OF THE TRACK, AT THE NORTH END OF A 36-INCH
 HW0430'PIPE DRAIN, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE EAST
 HW0430'END OF THE CONCRETE COPING.  A CHISELED SQUARE.
 HW0430
 HW0430                          STATION RECOVERY (1998)
 HW0430
 HW0430'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0430'MARK NOT FOUND.
 HW0430
 HW0430                          STATION RECOVERY (2003)
 HW0430
 HW0430'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2017 ***********************************************************************
 GV2017  DESIGNATION -  465 C OF R
 GV2017  PID         -  GV2017
 GV2017  STATE/COUNTY-  VA/C OF RICHMOND
 GV2017  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2017
 GV2017                         *CURRENT SURVEY CONTROL
 GV2017  ___________________________________________________________________
 GV2017* NAD 83(1986)-  37 28 52.     (N)    077 26 42.     (W)     SCALED    
 GV2017* NAVD 88     -        25.976  (meters)      85.22   (feet)  ADJUSTED  
 GV2017  ___________________________________________________________________
 GV2017  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GV2017  DYNAMIC HT  -          25.958 (meters)      85.16  (feet)  COMP
 GV2017  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 GV2017
 GV2017  VERT ORDER  -  SECOND    CLASS 0
 GV2017
 GV2017.The horizontal coordinates were scaled from a topographic map and have
 GV2017.an estimated accuracy of +/- 6 seconds.
 GV2017
 GV2017.The orthometric height was determined by differential leveling
 GV2017.and adjusted by the National Geodetic Survey in June 1991..
 GV2017
 GV2017.The geoid height was determined by GEOID03.
 GV2017
 GV2017.The dynamic height is computed by dividing the NAVD 88
 GV2017.geopotential number by the normal gravity value computed on the
 GV2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2017.degrees latitude (g = 980.6199 gals.).
 GV2017
 GV2017.The modeled gravity was interpolated from observed gravity values.
 GV2017
 GV2017;                    North         East    Units  Estimated Accuracy
 GV2017;SPC VA S     - 1,127,900.    3,593,310.      MT  (+/- 180 meters Scaled)
 GV2017
 GV2017                          SUPERSEDED SURVEY CONTROL
 GV2017
 GV2017  NGVD 29 (??/??/??)   26.287  (m)           86.24   (f) ADJUSTED    2 0
 GV2017
 GV2017.Superseded values are not recommended for survey control.
 GV2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2017.See file dsdata.txt to determine how the superseded data were derived.
 GV2017
 GV2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG838510(NAD 83)
 GV2017_MARKER: DD = SURVEY DISK
 GV2017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2017_SP_SET: SIDEWALK
 GV2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2017+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2017
 GV2017  HISTORY     - Date     Condition        Report By
 GV2017  HISTORY     - UNK      MONUMENTED       VA2060
 GV2017  HISTORY     - 1972     GOOD             NGS
 GV2017  HISTORY     - 1989     GOOD             USPSQD
 GV2017  HISTORY     - 1989     GOOD             USPSQD
 GV2017  HISTORY     - 1991     GOOD             USPSQD
 GV2017  HISTORY     - 19951028 GOOD             USPSQD
 GV2017  HISTORY     - 19991023 GOOD             USPSQD
 GV2017  HISTORY     - 20031103 GOOD             USPSQD
 GV2017
 GV2017                          STATION DESCRIPTION
 GV2017
 GV2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2017'AT RICHMOND.
 GV2017'LOCATED IN THE SIDEWALK AT JEFFERSON DAVIS HIGWAY AND TERMINAL
 GV2017'AVENUE, 10.5 FEET WEST OF THE WEST CURB LINE OF JEFFERSON
 GV2017'DAVIS HIGHWAY, 31 FEET NORTH OF THE CENTERLINE OF TERMINAL
 GV2017'AVENUE, 8 FEET WEST OF A SIGNAL LIGHT SUPPORT POLE, 10.5 FEET
 GV2017'SOUTHWEST OF A FIRE HYDRANT WEST OF JEFFERSON DAVIS HIGHWAY.
 GV2017'A STANDARD C OF R DISK.
 GV2017
 GV2017                          STATION RECOVERY (1989)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPG)
 GV2017'RECOVERED IN GOOD CONDITION.
 GV2017
 GV2017                          STATION RECOVERY (1989)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2017'RECOVERED IN GOOD CONDITION.
 GV2017
 GV2017                          STATION RECOVERY (1991)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2017'RECOVERED IN GOOD CONDITION.
 GV2017
 GV2017                          STATION RECOVERY (1995)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2017'RECOVERED IN GOOD CONDITION.
 GV2017
 GV2017                          STATION RECOVERY (1999)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2017'RECOVERED IN GOOD CONDITION.
 GV2017
 GV2017                          STATION RECOVERY (2003)
 GV2017
 GV2017'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1121 ***********************************************************************
 GW1121  DESIGNATION -  466 USGS
 GW1121  PID         -  GW1121
 GW1121  STATE/COUNTY-  VA/AMHERST
 GW1121  USGS QUAD   -  KELLY (1986)
 GW1121
 GW1121                         *CURRENT SURVEY CONTROL
 GW1121  ___________________________________________________________________
 GW1121* NAD 83(1986)-  37 26 48.     (N)    079 00 38.     (W)     SCALED    
 GW1121* NAVD 88     -       141.701  (meters)     464.90   (feet)  ADJUSTED  
 GW1121  ___________________________________________________________________
 GW1121  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW1121  DYNAMIC HT  -         141.597 (meters)     464.56  (feet)  COMP
 GW1121  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GW1121
 GW1121  VERT ORDER  -  FIRST     CLASS II
 GW1121
 GW1121.The horizontal coordinates were scaled from a topographic map and have
 GW1121.an estimated accuracy of +/- 6 seconds.
 GW1121
 GW1121.The orthometric height was determined by differential leveling
 GW1121.and adjusted by the National Geodetic Survey in June 1991..
 GW1121
 GW1121.The geoid height was determined by GEOID03.
 GW1121
 GW1121.The dynamic height is computed by dividing the NAVD 88
 GW1121.geopotential number by the normal gravity value computed on the
 GW1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1121.degrees latitude (g = 980.6199 gals.).
 GW1121
 GW1121.The modeled gravity was interpolated from observed gravity values.
 GW1121
 GW1121;                    North         East    Units  Estimated Accuracy
 GW1121;SPC VA S     - 1,123,670.    3,454,820.      MT  (+/- 180 meters Scaled)
 GW1121
 GW1121                          SUPERSEDED SURVEY CONTROL
 GW1121
 GW1121  NGVD 29 (??/??/92)  141.950  (m)          465.71   (f) ADJ UNCH    1 2
 GW1121
 GW1121.Superseded values are not recommended for survey control.
 GW1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1121.See file dsdata.txt to determine how the superseded data were derived.
 GW1121
 GW1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB759462(NAD 83)
 GW1121_MARKER: Q = CHISELED SQUARE
 GW1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1121_SP_SET: CORNERSTONE
 GW1121_MARK LOGO: USGS  
 GW1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1121
 GW1121  HISTORY     - Date     Condition        Report By
 GW1121  HISTORY     - UNK      MONUMENTED       USGS
 GW1121  HISTORY     - 1934     GOOD             NGS
 GW1121  HISTORY     - 1983     GOOD             NGS
 GW1121
 GW1121                          STATION DESCRIPTION
 GW1121
 GW1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1121'AT GALTS MILL.
 GW1121'AT GALTS MILL, AMHERST COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW1121'70 FEET EAST OF THE POST OFFICE, AT THE SOUTHWEST CORNER OF A
 GW1121'BRICK MILL, AND ON THE SOUTH EDGE OF THE CORNERSTONE.  THE BOTTOM
 GW1121'OF A CHISELED SQUARE.
 GW1121
 GW1121                          STATION RECOVERY (1983)
 GW1121
 GW1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0514 ***********************************************************************
 GW0514  DESIGNATION -  466.25
 GW0514  PID         -  GW0514
 GW0514  STATE/COUNTY-  VA/CHARLOTTE
 GW0514  USGS QUAD   -  CHARLOTTE COURT HOUSE (1987)
 GW0514
 GW0514                         *CURRENT SURVEY CONTROL
 GW0514  ___________________________________________________________________
 GW0514* NAD 83(1986)-  37 04 56.     (N)    078 44 14.     (W)     SCALED    
 GW0514* NAVD 88     -       141.62   (+/-2cm)     464.6    (feet)  VERTCON   
 GW0514  ___________________________________________________________________
 GW0514  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GW0514
 GW0514  VERT ORDER  -  ? (See Below)
 GW0514
 GW0514.The horizontal coordinates were scaled from a topographic map and have
 GW0514.an estimated accuracy of +/- 6 seconds.
 GW0514
 GW0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0514.The vertical order pertains to the NGVD 29 superseded value.
 GW0514
 GW0514.The geoid height was determined by GEOID03.
 GW0514
 GW0514;                    North         East    Units  Estimated Accuracy
 GW0514;SPC VA S     - 1,083,130.    3,478,910.      MT  (+/- 180 meters Scaled)
 GW0514
 GW0514                          SUPERSEDED SURVEY CONTROL
 GW0514
 GW0514  NGVD 29 (??/??/92)  141.877  (m)          465.47   (f) ADJ UNCH    ?  
 GW0514
 GW0514.Superseded values are not recommended for survey control.
 GW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0514.See file dsdata.txt to determine how the superseded data were derived.
 GW0514
 GW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB011063(NAD 83)
 GW0514_MARKER: T = CHISELED TRIANGLE
 GW0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0514_SP_SET: BRIDGE
 GW0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0514
 GW0514  HISTORY     - Date     Condition        Report By
 GW0514  HISTORY     - UNK      MONUMENTED       VARR
 GW0514  HISTORY     - 1934     GOOD             NGS
 GW0514  HISTORY     - 1965     GOOD             NGS
 GW0514  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0514
 GW0514                          STATION DESCRIPTION
 GW0514
 GW0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0514'0.9 MI E FROM PHENIX.
 GW0514'0.9 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GW0514'PHENIX, CHARLOTTE COUNTY, 0.4 MILE WEST OF MILEPOST 156, AT THE
 GW0514'BRIDGE OVER TERRYS CREEK, IN THE TOP OF THE SOUTH END OF THE WEST
 GW0514'BACKWALL, AND 3 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A
 GW0514'CHISELED TRIANGLE, MARKED WITH THE PAINTED LETTERS B.M.
 GW0514
 GW0514                          STATION RECOVERY (1965)
 GW0514
 GW0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0514'RECOVERED IN GOOD CONDITION.
 GW0514
 GW0514                          STATION RECOVERY (2001)
 GW0514
 GW0514'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0588 ***********************************************************************
 HW0588  DESIGNATION -  467.6
 HW0588  PID         -  HW0588
 HW0588  STATE/COUNTY-  VA/ORANGE
 HW0588  USGS QUAD   -  RAPIDAN (1984)
 HW0588
 HW0588                         *CURRENT SURVEY CONTROL
 HW0588  ___________________________________________________________________
 HW0588* NAD 83(1986)-  38 15 59.     (N)    078 07 24.     (W)     SCALED    
 HW0588* NAVD 88     -       142.232  (meters)     466.64   (feet)  ADJUSTED  
 HW0588  ___________________________________________________________________
 HW0588  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0588  DYNAMIC HT  -         142.140 (meters)     466.34  (feet)  COMP
 HW0588  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 HW0588
 HW0588  VERT ORDER  -  SECOND    CLASS 0
 HW0588
 HW0588.The horizontal coordinates were scaled from a topographic map and have
 HW0588.an estimated accuracy of +/- 6 seconds.
 HW0588
 HW0588.The orthometric height was determined by differential leveling
 HW0588.and adjusted by the National Geodetic Survey in June 1991..
 HW0588
 HW0588.The geoid height was determined by GEOID03.
 HW0588
 HW0588.The dynamic height is computed by dividing the NAVD 88
 HW0588.geopotential number by the normal gravity value computed on the
 HW0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0588.degrees latitude (g = 980.6199 gals.).
 HW0588
 HW0588.The modeled gravity was interpolated from observed gravity values.
 HW0588
 HW0588;                    North         East    Units  Estimated Accuracy
 HW0588;SPC VA N     - 2,066,640.    3,532,960.      MT  (+/- 180 meters Scaled)
 HW0588
 HW0588                          SUPERSEDED SURVEY CONTROL
 HW0588
 HW0588  NGVD 29 (??/??/92)  142.461  (m)          467.39   (f) ADJ UNCH    2 0
 HW0588
 HW0588.Superseded values are not recommended for survey control.
 HW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0588.See file dsdata.txt to determine how the superseded data were derived.
 HW0588
 HW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC516392(NAD 83)
 HW0588_MARKER: N = NAIL
 HW0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0588_SP_SET: TREE
 HW0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0588
 HW0588  HISTORY     - Date     Condition        Report By
 HW0588  HISTORY     - UNK      MONUMENTED       USGS
 HW0588  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0588  HISTORY     - 1984     GOOD             NGS
 HW0588  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0588  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0588
 HW0588                          STATION DESCRIPTION
 HW0588
 HW0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0588'1.7 MI NW FROM ORANGE.
 HW0588'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 15 FROM THE SOUTHERN
 HW0588'RAILWAY STATION AT ORANGE, ORANGE COUNTY, AT THE JUNCTION OF A
 HW0588'ROAD LEADING NORTH TO THE WOODBERRY FOREST, ABOUT 90 FEET NORTH
 HW0588'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER
 HW0588'LINE OF THE ROAD, AND IN THE NORTHWEST SIDE OF THE BASE OF A
 HW0588'24-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW0588'COPPER NAIL AND WASHER.
 HW0588
 HW0588                          STATION RECOVERY (1984)
 HW0588
 HW0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0588'RECOVERED IN GOOD CONDITION.
 HW0588
 HW0588                          STATION RECOVERY (1998)
 HW0588
 HW0588'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0588'MARK NOT FOUND.
 HW0588
 HW0588                          STATION RECOVERY (2003)
 HW0588
 HW0588'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0513 ***********************************************************************
 GW0513  DESIGNATION -  468.58
 GW0513  PID         -  GW0513
 GW0513  STATE/COUNTY-  VA/CHARLOTTE
 GW0513  USGS QUAD   -  CHARLOTTE COURT HOUSE (1987)
 GW0513
 GW0513                         *CURRENT SURVEY CONTROL
 GW0513  ___________________________________________________________________
 GW0513* NAD 83(1986)-  37 05 03.     (N)    078 44 03.     (W)     SCALED    
 GW0513* NAVD 88     -       142.342  (meters)     467.00   (feet)  ADJUSTED  
 GW0513  ___________________________________________________________________
 GW0513  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW0513  DYNAMIC HT  -         142.236 (meters)     466.65  (feet)  COMP
 GW0513  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 GW0513
 GW0513  VERT ORDER  -  SECOND    CLASS 0
 GW0513
 GW0513.The horizontal coordinates were scaled from a topographic map and have
 GW0513.an estimated accuracy of +/- 6 seconds.
 GW0513
 GW0513.The orthometric height was determined by differential leveling
 GW0513.and adjusted by the National Geodetic Survey in June 1991..
 GW0513
 GW0513.The geoid height was determined by GEOID03.
 GW0513
 GW0513.The dynamic height is computed by dividing the NAVD 88
 GW0513.geopotential number by the normal gravity value computed on the
 GW0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0513.degrees latitude (g = 980.6199 gals.).
 GW0513
 GW0513.The modeled gravity was interpolated from observed gravity values.
 GW0513
 GW0513;                    North         East    Units  Estimated Accuracy
 GW0513;SPC VA S     - 1,083,350.    3,479,180.      MT  (+/- 180 meters Scaled)
 GW0513
 GW0513                          SUPERSEDED SURVEY CONTROL
 GW0513
 GW0513  NGVD 29 (??/??/92)  142.598  (m)          467.84   (f) ADJ UNCH    2 0
 GW0513
 GW0513.Superseded values are not recommended for survey control.
 GW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0513.See file dsdata.txt to determine how the superseded data were derived.
 GW0513
 GW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB013066(NAD 83)
 GW0513_MARKER: T = CHISELED TRIANGLE
 GW0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0513_SP_SET: BRIDGE
 GW0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0513
 GW0513  HISTORY     - Date     Condition        Report By
 GW0513  HISTORY     - UNK      MONUMENTED       VARR
 GW0513  HISTORY     - 1934     GOOD             NGS
 GW0513  HISTORY     - 1965     GOOD             NGS
 GW0513  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0513
 GW0513                          STATION DESCRIPTION
 GW0513
 GW0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0513'1.1 MI E FROM PHENIX.
 GW0513'1.1 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GW0513'PHENIX, CHARLOTTE COUNTY, 0.2 MILE WEST OF MILEPOST 156, AT THE
 GW0513'BRIDGE OVER TERRYS CREEK, IN THE TOP OF THE NORTH END OF THE EAST
 GW0513'BACK WALL, AND 3 YARDS NORTH OF THE CENTERLINE OF THE TRACK.  A
 GW0513'CHISELED TRIANGLE, MARKED WITH THE PAINTED LETTERS B.M.
 GW0513
 GW0513                          STATION RECOVERY (1965)
 GW0513
 GW0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0513'RECOVERED IN GOOD CONDITION.
 GW0513
 GW0513                          STATION RECOVERY (2001)
 GW0513
 GW0513'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5549 ***********************************************************************
 GV5549  DESIGNATION -  47 C OF R 1972
 GV5549  PID         -  GV5549
 GV5549  STATE/COUNTY-  VA/C OF RICHMOND
 GV5549  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5549
 GV5549                         *CURRENT SURVEY CONTROL
 GV5549  ___________________________________________________________________
 GV5549* NAD 83(1993)-  37 28 57.26025(N)    077 27 01.26734(W)     ADJUSTED  
 GV5549* NAVD 88     -        37.37   (+/-2cm)     122.6    (feet)  VERTCON   
 GV5549  ___________________________________________________________________
 GV5549  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV5549  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV5549
 GV5549  HORZ ORDER  -  SECOND
 GV5549  VERT ORDER  -  THIRD ? (See Below)
 GV5549
 GV5549.The horizontal coordinates were established by classical geodetic methods
 GV5549.and adjusted by the National Geodetic Survey in September 1995..
 GV5549
 GV5549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5549.The vertical order pertains to the NGVD 29 superseded value.
 GV5549
 GV5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5549
 GV5549.The geoid height was determined by GEOID03.
 GV5549
 GV5549;                    North         East     Units Scale Factor Converg.
 GV5549;SPC VA S     - 1,128,053.173 3,592,830.359   MT  0.99994741   +0 38 13.4
 GV5549;SPC VA S     - 3,700,954.45 11,787,477.60   sFT  0.99994741   +0 38 13.4
 GV5549;UTM  18      - 4,151,227.999   283,345.580   MT  1.00017822   -1 29 30.0
 GV5549
 GV5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5549!SPC VA S     -   0.99999933  x   0.99994741  =   0.99994674
 GV5549!UTM  18      -   0.99999933  x   1.00017822  =   1.00017755
 GV5549
 GV5549|---------------------------------------------------------------------|
 GV5549| PID    Reference Object                     Distance      Geod. Az  |
 GV5549|                                                           dddmmss.s |
 GV5549| GV5544 48 C OF R 1972                      169.142 METERS 08347     |
 GV5549| GV5555 46 C OF R 1972                      APPROX. 0.9 KM 2570631.9 |
 GV5549|---------------------------------------------------------------------|
 GV5549
 GV5549                          SUPERSEDED SURVEY CONTROL
 GV5549
 GV5549  NAD 83(1993)-  37 28 57.26021(N)    077 27 01.26722(W) AD(       ) 2
 GV5549  NAD 83(1986)-  37 28 57.26647(N)    077 27 01.28416(W) AD(       ) 2
 GV5549  NAD 27      -  37 28 56.73615(N)    077 27 02.34087(W) AD(       ) 2
 GV5549  NGVD 29 (07/19/86)   37.68   (m)          123.6    (f) LEVELING    3  
 GV5549
 GV5549.Superseded values are not recommended for survey control.
 GV5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5549.See file dsdata.txt to determine how the superseded data were derived.
 GV5549
 GV5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8334651228(NAD 83)
 GV5549_MARKER: Z = SEE DESCRIPTION
 GV5549_SETTING: 0 = UNSPECIFIED SETTING
 GV5549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5549+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV5549
 GV5549  HISTORY     - Date     Condition        Report By
 GV5549  HISTORY     - 1972     MONUMENTED       VA2060
 GV5549  HISTORY     - 19951028 GOOD             USPSQD
 GV5549  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5549  HISTORY     - 20031103 GOOD             USPSQD
 GV5549
 GV5549                          STATION DESCRIPTION
 GV5549
 GV5549'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5549'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5549'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 1.55 MILES TO THE
 GV5549'INTERSECTION WITH TERMINAL AVE., THENCE WEST ON TERMINAL AVE. 0.25
 GV5549'MILE TO POINT NO. 47.
 GV5549'
 GV5549'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5549'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5549'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5549'ABOUT 6 INCHES BELOW GROUND.
 GV5549'
 GV5549'23.1 FEET N. OF C/L OF TERMINAL AVE., 46.7 FEET W. OF 12 INCHES GUM
 GV5549'TREE, 20.9 FEET E. OF VEPCO POLE NO. EC43.
 GV5549'
 GV5549'NEAREST TOWN--RICHMOND.
 GV5549
 GV5549                          STATION RECOVERY (1995)
 GV5549
 GV5549'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5549'RECOVERED IN GOOD CONDITION.
 GV5549
 GV5549                          STATION RECOVERY (1999)
 GV5549
 GV5549'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5549'MARK NOT FOUND.
 GV5549
 GV5549                          STATION RECOVERY (2003)
 GV5549
 GV5549'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2500 ***********************************************************************
 GV2500  DESIGNATION -  47 D USGS
 GV2500  PID         -  GV2500
 GV2500  STATE/COUNTY-  VA/LOUISA
 GV2500  USGS QUAD   -  PENDLETON (1987)
 GV2500
 GV2500                         *CURRENT SURVEY CONTROL
 GV2500  ___________________________________________________________________
 GV2500* NAD 83(1986)-  37 55 13.     (N)    077 59 05.     (W)     SCALED    
 GV2500* NAVD 88     -       133.305  (meters)     437.35   (feet)  ADJUSTED  
 GV2500  ___________________________________________________________________
 GV2500  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2500  DYNAMIC HT  -         133.215 (meters)     437.06  (feet)  COMP
 GV2500  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 GV2500
 GV2500  VERT ORDER  -  SECOND    CLASS 0
 GV2500
 GV2500.The horizontal coordinates were scaled from a topographic map and have
 GV2500.an estimated accuracy of +/- 6 seconds.
 GV2500
 GV2500.The orthometric height was determined by differential leveling
 GV2500.and adjusted by the National Geodetic Survey in June 1991..
 GV2500
 GV2500.The geoid height was determined by GEOID03.
 GV2500
 GV2500.The dynamic height is computed by dividing the NAVD 88
 GV2500.geopotential number by the normal gravity value computed on the
 GV2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2500.degrees latitude (g = 980.6199 gals.).
 GV2500
 GV2500.The modeled gravity was interpolated from observed gravity values.
 GV2500
 GV2500;                    North         East    Units  Estimated Accuracy
 GV2500;SPC VA S     - 1,176,240.    3,545,310.      MT  (+/- 180 meters Scaled)
 GV2500
 GV2500                          SUPERSEDED SURVEY CONTROL
 GV2500
 GV2500  NGVD 29 (??/??/??)  133.551  (m)          438.16   (f) ADJUSTED    2 0
 GV2500
 GV2500.Superseded values are not recommended for survey control.
 GV2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2500.See file dsdata.txt to determine how the superseded data were derived.
 GV2500
 GV2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH376011(NAD 83)
 GV2500_MARKER: DD = SURVEY DISK
 GV2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2500_STAMPING: 47 D 1929
 GV2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2500+STABILITY: SURFACE MOTION
 GV2500
 GV2500  HISTORY     - Date     Condition        Report By
 GV2500  HISTORY     - 1929     MONUMENTED       USGS
 GV2500  HISTORY     - 1935     GOOD             CGS
 GV2500  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2500  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2500  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV2500
 GV2500                          STATION DESCRIPTION
 GV2500
 GV2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2500'4 MI NE FROM SHANNON HILL.
 GV2500'IN LOUISA COUNTY, 4.0 MILES NORTHEAST ALONG SECONDARY STATE
 GV2500'HIGHWAY 605, FROM THE INTERSECTION OF U.S. HIGHWAY 250 AT SHANNON
 GV2500'HILL, GOOCHLAND COUNTY, AT YANCEYVILLE, AND IN THE TRIANGLE
 GV2500'FORMED BY THE JUNCTION OF SECONDARY STATE HIGHWAY 640.  A
 GV2500'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 47
 GV2500'D 1929 AND SET IN THE TOP OF A CONCRETE POST.
 GV2500
 GV2500                          STATION RECOVERY (1962)
 GV2500
 GV2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV2500'MARK NOT FOUND.
 GV2500
 GV2500                          STATION RECOVERY (1998)
 GV2500
 GV2500'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2500'MARK NOT FOUND.
 GV2500
 GV2500                          STATION RECOVERY (2002)
 GV2500
 GV2500'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GV2500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2673 ***********************************************************************
 GV2673  DESIGNATION -  470 C OF R
 GV2673  PID         -  GV2673
 GV2673  STATE/COUNTY-  VA/CHESTERFIELD
 GV2673  USGS QUAD   -  BON AIR (1994)
 GV2673
 GV2673                         *CURRENT SURVEY CONTROL
 GV2673  ___________________________________________________________________
 GV2673* NAD 83(1986)-  37 32 31.     (N)    077 33 59.     (W)     SCALED    
 GV2673* NAVD 88     -        99.042  (meters)     324.94   (feet)  ADJUSTED  
 GV2673  ___________________________________________________________________
 GV2673  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV2673  DYNAMIC HT  -          98.974 (meters)     324.72  (feet)  COMP
 GV2673  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 GV2673
 GV2673  VERT ORDER  -  SECOND    CLASS 0
 GV2673
 GV2673.The horizontal coordinates were scaled from a topographic map and have
 GV2673.an estimated accuracy of +/- 6 seconds.
 GV2673
 GV2673.The orthometric height was determined by differential leveling
 GV2673.and adjusted by the National Geodetic Survey in June 1991..
 GV2673
 GV2673.The geoid height was determined by GEOID03.
 GV2673
 GV2673.The dynamic height is computed by dividing the NAVD 88
 GV2673.geopotential number by the normal gravity value computed on the
 GV2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2673.degrees latitude (g = 980.6199 gals.).
 GV2673
 GV2673.The modeled gravity was interpolated from observed gravity values.
 GV2673
 GV2673;                    North         East    Units  Estimated Accuracy
 GV2673;SPC VA S     - 1,134,530.    3,582,500.      MT  (+/- 180 meters Scaled)
 GV2673
 GV2673                          SUPERSEDED SURVEY CONTROL
 GV2673
 GV2673  NGVD 29 (??/??/??)   99.357  (m)          325.97   (f) ADJUSTED    2 0
 GV2673
 GV2673.Superseded values are not recommended for survey control.
 GV2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2673.See file dsdata.txt to determine how the superseded data were derived.
 GV2673
 GV2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG732580(NAD 83)
 GV2673_MARKER: DD = SURVEY DISK
 GV2673_SETTING: 0 = UNSPECIFIED SETTING
 GV2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2673
 GV2673  HISTORY     - Date     Condition        Report By
 GV2673  HISTORY     - UNK      MONUMENTED       VA2060
 GV2673  HISTORY     - 1973     GOOD             NGS
 GV2673  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2673  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2673  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2673
 GV2673                          STATION DESCRIPTION
 GV2673
 GV2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2673'AT RICHMOND.
 GV2673'10.5 FEET SOUTHWEST OF THE CENTERLINE OF STONEY POINT ROAD,
 GV2673'19 FEET NORTHEAST OF THE CENTERLINE OF EVANSWAY LANE, 23 FEET WEST
 GV2673'OF VEPCO POLE NO. 197, 35 FEET WEST OF A 2.7 FEET OAK, 44 FEET
 GV2673'NORTH OF A VEPCO POLE NO. 126556, 86 FEET SOUTHEAST OF A 3.7
 GV2673'FEET OAK.
 GV2673
 GV2673                          STATION RECOVERY (1990)
 GV2673
 GV2673'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2673'MARK NOT FOUND.
 GV2673
 GV2673                          STATION RECOVERY (2000)
 GV2673
 GV2673'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2673'MARK NOT FOUND.
 GV2673
 GV2673                          STATION RECOVERY (2004)
 GV2673
 GV2673'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1039 ***********************************************************************
 HW1039  DESIGNATION -  474
 HW1039  PID         -  HW1039
 HW1039  STATE/COUNTY-  VA/AUGUSTA
 HW1039  USGS QUAD   -  CRIMORA (1987)
 HW1039
 HW1039                         *CURRENT SURVEY CONTROL
 HW1039  ___________________________________________________________________
 HW1039* NAD 83(1986)-  38 09 23.     (N)    078 51 15.     (W)     SCALED    
 HW1039* NAVD 88     -       370.094  (meters)    1214.22   (feet)  ADJUSTED  
 HW1039  ___________________________________________________________________
 HW1039  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW1039  DYNAMIC HT  -         369.818 (meters)    1213.31  (feet)  COMP
 HW1039  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 HW1039
 HW1039  VERT ORDER  -  SECOND    CLASS 0
 HW1039
 HW1039.The horizontal coordinates were scaled from a topographic map and have
 HW1039.an estimated accuracy of +/- 6 seconds.
 HW1039
 HW1039.The orthometric height was determined by differential leveling
 HW1039.and adjusted by the National Geodetic Survey in June 1991..
 HW1039
 HW1039.The geoid height was determined by GEOID03.
 HW1039
 HW1039.The dynamic height is computed by dividing the NAVD 88
 HW1039.geopotential number by the normal gravity value computed on the
 HW1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1039.degrees latitude (g = 980.6199 gals.).
 HW1039
 HW1039.The modeled gravity was interpolated from observed gravity values.
 HW1039
 HW1039;                    North         East    Units  Estimated Accuracy
 HW1039;SPC VA N     - 2,054,420.    3,468,960.      MT  (+/- 180 meters Scaled)
 HW1039
 HW1039                          SUPERSEDED SURVEY CONTROL
 HW1039
 HW1039  NGVD 29 (??/??/92)  370.277  (m)         1214.82   (f) ADJ UNCH    2 0
 HW1039
 HW1039.Superseded values are not recommended for survey control.
 HW1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1039.See file dsdata.txt to determine how the superseded data were derived.
 HW1039
 HW1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC880253(NAD 83)
 HW1039_MARKER: DD = SURVEY DISK
 HW1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1039_SP_SET: CULVERT
 HW1039_STAMPING: U.S.E.D. STA 474
 HW1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1039
 HW1039  HISTORY     - Date     Condition        Report By
 HW1039  HISTORY     - UNK      MONUMENTED       DOD
 HW1039  HISTORY     - 1935     GOOD             NGS
 HW1039
 HW1039                          STATION DESCRIPTION
 HW1039
 HW1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1039'0.3 MI NW FROM CRIMORA.
 HW1039'0.2 MILE NORTHWEST ALONG COUNTY ROAD 612 FROM THE NORFOLK AND
 HW1039'WESTERN RAILWAY STATION AT CRIMORA, AUGUSTA COUNTY, ABOUT 0.9
 HW1039'MILE SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 12, ABOUT
 HW1039'105 FEET EAST OF A 2-STORY BROWN-TRIMMED YELLOW FARMHOUSE,
 HW1039'ABOUT 100 FEET WEST OF THE WEST END OF A STEEL BRIDGE OVER SOUTH
 HW1039'RIVER, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTHEAST
 HW1039'WING WALL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 HW1039'STAMPED STA 474.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0251 ***********************************************************************
 JW0251  DESIGNATION -  474.8
 JW0251  PID         -  JW0251
 JW0251  STATE/COUNTY-  VA/CLARKE
 JW0251  USGS QUAD   -  BOYCE (1978)
 JW0251
 JW0251                         *CURRENT SURVEY CONTROL
 JW0251  ___________________________________________________________________
 JW0251* NAD 83(1986)-  39 02 58.     (N)    078 00 39.     (W)     SCALED    
 JW0251* NAVD 88     -       144.385  (meters)     473.70   (feet)  ADJUSTED  
 JW0251  ___________________________________________________________________
 JW0251  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JW0251  DYNAMIC HT  -         144.295 (meters)     473.41  (feet)  COMP
 JW0251  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JW0251
 JW0251  VERT ORDER  -  SECOND    CLASS 0
 JW0251
 JW0251.The horizontal coordinates were scaled from a topographic map and have
 JW0251.an estimated accuracy of +/- 6 seconds.
 JW0251
 JW0251.The orthometric height was determined by differential leveling
 JW0251.and adjusted by the National Geodetic Survey in June 1991..
 JW0251
 JW0251.The geoid height was determined by GEOID03.
 JW0251
 JW0251.The dynamic height is computed by dividing the NAVD 88
 JW0251.geopotential number by the normal gravity value computed on the
 JW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0251.degrees latitude (g = 980.6199 gals.).
 JW0251
 JW0251.The modeled gravity was interpolated from observed gravity values.
 JW0251
 JW0251;                    North         East    Units  Estimated Accuracy
 JW0251;SPC VA N     - 2,153,600.    3,542,340.      MT  (+/- 180 meters Scaled)
 JW0251
 JW0251                          SUPERSEDED SURVEY CONTROL
 JW0251
 JW0251  NGVD 29 (??/??/92)  144.581  (m)          474.35   (f) ADJ UNCH    2 0
 JW0251
 JW0251.Superseded values are not recommended for survey control.
 JW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0251.See file dsdata.txt to determine how the superseded data were derived.
 JW0251
 JW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD586265(NAD 83)
 JW0251_MARKER: Q = CHISELED SQUARE
 JW0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0251_SP_SET: CULVERT
 JW0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0251
 JW0251  HISTORY     - Date     Condition        Report By
 JW0251  HISTORY     - UNK      MONUMENTED       USGS
 JW0251  HISTORY     - 1942     GOOD             NGS
 JW0251
 JW0251                          STATION DESCRIPTION
 JW0251
 JW0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JW0251'2.2 MI SE FROM MILLWOOD.
 JW0251'2.2 MILES SOUTHEAST ALONG THE LEE-JACKSON MEMORIAL HIGHWAY FROM
 JW0251'THE POST OFFICE AT MILLWOOD, CLARKE COUNTY, 0.8 MILE NORTHWEST OF
 JW0251'THE NORTHWEST END OF BERRYS FERRY BRIDGE OVER SHENANDOAH RIVER,
 JW0251'0.1 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 50 (STATE
 JW0251'HIGHWAY 17), AT A 3- BY 3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY
 JW0251'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST HEAD WALL,
 JW0251'AND 14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 JW0251'CHISELED SQUARE, FLANKED BY THE PAINTED LETTERS 474.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0743 ***********************************************************************
 GW0743  DESIGNATION -  474.82
 GW0743  PID         -  GW0743
 GW0743  STATE/COUNTY-  VA/ALBEMARLE
 GW0743  USGS QUAD   -  ESMONT (1987)
 GW0743
 GW0743                         *CURRENT SURVEY CONTROL
 GW0743  ___________________________________________________________________
 GW0743* NAD 83(1986)-  37 52 28.     (N)    078 33 09.     (W)     SCALED    
 GW0743* NAVD 88     -       144.543  (meters)     474.22   (feet)  ADJUSTED  
 GW0743  ___________________________________________________________________
 GW0743  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW0743  DYNAMIC HT  -         144.444 (meters)     473.90  (feet)  COMP
 GW0743  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 GW0743
 GW0743  VERT ORDER  -  SECOND    CLASS 0
 GW0743
 GW0743.The horizontal coordinates were scaled from a topographic map and have
 GW0743.an estimated accuracy of +/- 6 seconds.
 GW0743
 GW0743.The orthometric height was determined by differential leveling
 GW0743.and adjusted by the National Geodetic Survey in June 1991..
 GW0743
 GW0743.The geoid height was determined by GEOID03.
 GW0743
 GW0743.The dynamic height is computed by dividing the NAVD 88
 GW0743.geopotential number by the normal gravity value computed on the
 GW0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0743.degrees latitude (g = 980.6199 gals.).
 GW0743
 GW0743.The modeled gravity was interpolated from observed gravity values.
 GW0743
 GW0743;                    North         East    Units  Estimated Accuracy
 GW0743;SPC VA S     - 1,171,030.    3,495,380.      MT  (+/- 180 meters Scaled)
 GW0743
 GW0743                          SUPERSEDED SURVEY CONTROL
 GW0743
 GW0743  NGVD 29 (??/??/92)  144.807  (m)          475.09   (f) ADJ UNCH    2 0
 GW0743
 GW0743.Superseded values are not recommended for survey control.
 GW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0743.See file dsdata.txt to determine how the superseded data were derived.
 GW0743
 GW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB152947(NAD 83)
 GW0743_MARKER: Q = CHISELED SQUARE
 GW0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0743_SP_SET: CULVERT
 GW0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0743
 GW0743  HISTORY     - Date     Condition        Report By
 GW0743  HISTORY     - UNK      MONUMENTED       USGS
 GW0743  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0743
 GW0743                          STATION DESCRIPTION
 GW0743
 GW0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0743'2.4 MI S FROM CARTERS BRIDGE.
 GW0743'2.4 MILES SOUTH ALONG STATE HIGHWAY 613, WEST OF THE HIGHWAY, AT
 GW0743'A SMALL BOX CULVERT, AND ON THE TOP OF THE NORTH END OF THE
 GW0743'CONCRETE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3495 ***********************************************************************
 HV3495  DESIGNATION -  475 USE
 HV3495  PID         -  HV3495
 HV3495  STATE/COUNTY-  VA/FAUQUIER
 HV3495  USGS QUAD   -  MIDDLEBURG (1981)
 HV3495
 HV3495                         *CURRENT SURVEY CONTROL
 HV3495  ___________________________________________________________________
 HV3495* NAD 83(1986)-  38 54 27.     (N)    077 44 27.     (W)     SCALED    
 HV3495* NAVD 88     -       145.753  (meters)     478.19   (feet)  ADJUSTED  
 HV3495  ___________________________________________________________________
 HV3495  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3495  DYNAMIC HT  -         145.667 (meters)     477.91  (feet)  COMP
 HV3495  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 HV3495
 HV3495  VERT ORDER  -  SECOND    CLASS 0
 HV3495
 HV3495.The horizontal coordinates were scaled from a topographic map and have
 HV3495.an estimated accuracy of +/- 6 seconds.
 HV3495
 HV3495.The orthometric height was determined by differential leveling
 HV3495.and adjusted by the National Geodetic Survey in June 1991..
 HV3495
 HV3495.The geoid height was determined by GEOID03.
 HV3495
 HV3495.The dynamic height is computed by dividing the NAVD 88
 HV3495.geopotential number by the normal gravity value computed on the
 HV3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3495.degrees latitude (g = 980.6199 gals.).
 HV3495
 HV3495.The modeled gravity was interpolated from observed gravity values.
 HV3495
 HV3495;                    North         East    Units  Estimated Accuracy
 HV3495;SPC VA N     - 2,138,010.    3,565,850.      MT  (+/- 180 meters Scaled)
 HV3495
 HV3495                          SUPERSEDED SURVEY CONTROL
 HV3495
 HV3495  NGVD 29 (??/??/??)  145.963  (m)          478.88   (f) ADJUSTED    2 0
 HV3495
 HV3495.Superseded values are not recommended for survey control.
 HV3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3495.See file dsdata.txt to determine how the superseded data were derived.
 HV3495
 HV3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ623100(NAD 83)
 HV3495_MARKER: DD = SURVEY DISK
 HV3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3495+STABILITY: SURFACE MOTION
 HV3495
 HV3495  HISTORY     - Date     Condition        Report By
 HV3495  HISTORY     - UNK      MONUMENTED       DOD
 HV3495  HISTORY     - 1935     GOOD             CGS
 HV3495  HISTORY     - 1943     GOOD             CGS
 HV3495
 HV3495                          STATION DESCRIPTION
 HV3495
 HV3495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3495'3.7 MI N FROM THE PLAINS.
 HV3495'ABOUT 3.7 MILES NORTH ALONG STATE RTE 626 FROM THE SOUTHERN
 HV3495'RAILWAY STATION AT THE PLAINS, FAUQUIER COUNTY, AT THE JUNCTION
 HV3495'OF STATE HIGHWAY 702, 71.0 FEET SOUTH OF THE CENTER LINE OF
 HV3495'STATE HIGHWAY 702, 26.2 FEET EAST OF THE CENTER LINE OF U.S.
 HV3495'HIGHWAY 15, AT A FENCE, AND 0.9 FOOT WEST OF A WHITE WOODEN
 HV3495'POST STENCILED U.S.B.M.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 HV3495'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES
 HV3495'ABOVE GROUND.
 HV3495
 HV3495                          STATION RECOVERY (1943)
 HV3495
 HV3495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HV3495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2641 ***********************************************************************
 GV2641  DESIGNATION -  477 A C OF R
 GV2641  PID         -  GV2641
 GV2641  STATE/COUNTY-  VA/CHESTERFIELD
 GV2641  USGS QUAD   -  BON AIR (1994)
 GV2641
 GV2641                         *CURRENT SURVEY CONTROL
 GV2641  ___________________________________________________________________
 GV2641* NAD 83(1986)-  37 32 14.     (N)    077 31 52.     (W)     SCALED    
 GV2641* NAVD 88     -        70.467  (meters)     231.19   (feet)  ADJUSTED  
 GV2641  ___________________________________________________________________
 GV2641  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV2641  DYNAMIC HT  -          70.419 (meters)     231.03  (feet)  COMP
 GV2641  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 GV2641
 GV2641  VERT ORDER  -  SECOND    CLASS 0
 GV2641
 GV2641.The horizontal coordinates were scaled from a topographic map and have
 GV2641.an estimated accuracy of +/- 6 seconds.
 GV2641
 GV2641.The orthometric height was determined by differential leveling
 GV2641.and adjusted by the National Geodetic Survey in June 1991..
 GV2641
 GV2641.The geoid height was determined by GEOID03.
 GV2641
 GV2641.The dynamic height is computed by dividing the NAVD 88
 GV2641.geopotential number by the normal gravity value computed on the
 GV2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2641.degrees latitude (g = 980.6199 gals.).
 GV2641
 GV2641.The modeled gravity was interpolated from observed gravity values.
 GV2641
 GV2641;                    North         East    Units  Estimated Accuracy
 GV2641;SPC VA S     - 1,134,040.    3,585,630.      MT  (+/- 180 meters Scaled)
 GV2641
 GV2641                          SUPERSEDED SURVEY CONTROL
 GV2641
 GV2641  NGVD 29 (??/??/??)   70.783  (m)          232.23   (f) ADJUSTED    2 0
 GV2641
 GV2641.Superseded values are not recommended for survey control.
 GV2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2641.See file dsdata.txt to determine how the superseded data were derived.
 GV2641
 GV2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG763574(NAD 83)
 GV2641_MARKER: DD = SURVEY DISK
 GV2641_SETTING: 0 = UNSPECIFIED SETTING
 GV2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2641
 GV2641  HISTORY     - Date     Condition        Report By
 GV2641  HISTORY     - UNK      MONUMENTED       VA2060
 GV2641  HISTORY     - 1972     GOOD             NGS
 GV2641  HISTORY     - 1987     GOOD             USPSQD
 GV2641  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2641
 GV2641                          STATION DESCRIPTION
 GV2641
 GV2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2641'AT RICHMOND.
 GV2641'54.5 FEET SOUTH OF THE CENTERLINE OF FORREST HILL AVENUE, 10
 GV2641'FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY TO HOUSE NO.
 GV2641'7307 FORREST HILL AVENUE, 21.5 FEET SOUTHEAST OF VEPCO POLE NO.
 GV2641'1089, 47.5 FEET NORTHEAST OF VEPCO POLE NO. 50291, 108.5 FEET EAST
 GV2641'OF VEPCO POLE NO. 50288.
 GV2641
 GV2641                          STATION RECOVERY (1987)
 GV2641
 GV2641'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2641'RECOVERED IN GOOD CONDITION.
 GV2641
 GV2641                          STATION RECOVERY (2004)
 GV2641
 GV2641'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2641'PRIVATE DRIVEWAY IS GONE AND AREA OF MARKER HAS BEEN DEVELOPED WITH
 GV2641'SHOPS AND ROAD WIDNED IMPROVEMENTS. MARKER IS LIKELY TO HAVE BEEN
 GV2641'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2691 ***********************************************************************
 GV2691  DESIGNATION -  478 A C OF R
 GV2691  PID         -  GV2691
 GV2691  STATE/COUNTY-  VA/CHESTERFIELD
 GV2691  USGS QUAD   -  BON AIR (1994)
 GV2691
 GV2691                         *CURRENT SURVEY CONTROL
 GV2691  ___________________________________________________________________
 GV2691* NAD 83(1986)-  37 31 55.     (N)    077 32 42.     (W)     SCALED    
 GV2691* NAVD 88     -        86.142  (meters)     282.62   (feet)  ADJUSTED  
 GV2691  ___________________________________________________________________
 GV2691  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2691  DYNAMIC HT  -          86.082 (meters)     282.42  (feet)  COMP
 GV2691  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 GV2691
 GV2691  VERT ORDER  -  SECOND    CLASS 0
 GV2691
 GV2691.The horizontal coordinates were scaled from a topographic map and have
 GV2691.an estimated accuracy of +/- 6 seconds.
 GV2691
 GV2691.The orthometric height was determined by differential leveling
 GV2691.and adjusted by the National Geodetic Survey in June 1991..
 GV2691
 GV2691.The geoid height was determined by GEOID03.
 GV2691
 GV2691.The dynamic height is computed by dividing the NAVD 88
 GV2691.geopotential number by the normal gravity value computed on the
 GV2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2691.degrees latitude (g = 980.6199 gals.).
 GV2691
 GV2691.The modeled gravity was interpolated from observed gravity values.
 GV2691
 GV2691;                    North         East    Units  Estimated Accuracy
 GV2691;SPC VA S     - 1,133,440.    3,584,410.      MT  (+/- 180 meters Scaled)
 GV2691
 GV2691                          SUPERSEDED SURVEY CONTROL
 GV2691
 GV2691  NGVD 29 (??/??/??)   86.457  (m)          283.65   (f) ADJUSTED    2 0
 GV2691
 GV2691.Superseded values are not recommended for survey control.
 GV2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2691.See file dsdata.txt to determine how the superseded data were derived.
 GV2691
 GV2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG751569(NAD 83)
 GV2691_MARKER: DD = SURVEY DISK
 GV2691_SETTING: 0 = UNSPECIFIED SETTING
 GV2691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2691+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2691
 GV2691  HISTORY     - Date     Condition        Report By
 GV2691  HISTORY     - UNK      MONUMENTED       VA2060
 GV2691  HISTORY     - 1972     GOOD             NGS
 GV2691  HISTORY     - 20000113 GOOD             USPSQD
 GV2691  HISTORY     - 20041023 GOOD             USPSQD
 GV2691
 GV2691                          STATION DESCRIPTION
 GV2691
 GV2691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2691'AT RICHMOND.
 GV2691'46 FEET SOUTH OF THE CENTERLINE OF FORREST HILL AVENUE, 11 FEET
 GV2691'SOUTH OF A TELEPHONE POLE NO. X3241, 117 FEET NORTHEAST OF THE
 GV2691'NORTHWEST CORNER OF HUGUENOT HIGH SCHOOL, 71.5 FEET NORTH OF THE
 GV2691'NORTH FACE OF HUGUENOT HIGH SCHOOL.
 GV2691
 GV2691                          STATION RECOVERY (2000)
 GV2691
 GV2691'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2691'RECOVERED IN GOOD CONDITION.
 GV2691
 GV2691                          STATION RECOVERY (2004)
 GV2691
 GV2691'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2691'CHANGE NOIES TO 11FT SOUTH OF A POWER POLE W190
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2692 ***********************************************************************
 GV2692  DESIGNATION -  478 C OF R
 GV2692  PID         -  GV2692
 GV2692  STATE/COUNTY-  VA/CHESTERFIELD
 GV2692  USGS QUAD   -  BON AIR (1994)
 GV2692
 GV2692                         *CURRENT SURVEY CONTROL
 GV2692  ___________________________________________________________________
 GV2692* NAD 83(1986)-  37 32 01.     (N)    077 32 24.     (W)     SCALED    
 GV2692* NAVD 88     -        82.808  (meters)     271.68   (feet)  ADJUSTED  
 GV2692  ___________________________________________________________________
 GV2692  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV2692  DYNAMIC HT  -          82.751 (meters)     271.49  (feet)  COMP
 GV2692  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV2692
 GV2692  VERT ORDER  -  SECOND    CLASS 0
 GV2692
 GV2692.The horizontal coordinates were scaled from a topographic map and have
 GV2692.an estimated accuracy of +/- 6 seconds.
 GV2692
 GV2692.The orthometric height was determined by differential leveling
 GV2692.and adjusted by the National Geodetic Survey in June 1991..
 GV2692
 GV2692.The geoid height was determined by GEOID03.
 GV2692
 GV2692.The dynamic height is computed by dividing the NAVD 88
 GV2692.geopotential number by the normal gravity value computed on the
 GV2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2692.degrees latitude (g = 980.6199 gals.).
 GV2692
 GV2692.The modeled gravity was interpolated from observed gravity values.
 GV2692
 GV2692;                    North         East    Units  Estimated Accuracy
 GV2692;SPC VA S     - 1,133,630.    3,584,850.      MT  (+/- 180 meters Scaled)
 GV2692
 GV2692                          SUPERSEDED SURVEY CONTROL
 GV2692
 GV2692  NGVD 29 (??/??/??)   83.124  (m)          272.72   (f) ADJUSTED    2 0
 GV2692
 GV2692.Superseded values are not recommended for survey control.
 GV2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2692.See file dsdata.txt to determine how the superseded data were derived.
 GV2692
 GV2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG755571(NAD 83)
 GV2692_MARKER: DD = SURVEY DISK
 GV2692_SETTING: 0 = UNSPECIFIED SETTING
 GV2692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2692+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2692
 GV2692  HISTORY     - Date     Condition        Report By
 GV2692  HISTORY     - UNK      MONUMENTED       VA2060
 GV2692  HISTORY     - 1972     GOOD             NGS
 GV2692  HISTORY     - 20000113 GOOD             USPSQD
 GV2692  HISTORY     - 20041023 GOOD             USPSQD
 GV2692
 GV2692                          STATION DESCRIPTION
 GV2692
 GV2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2692'AT RICHMOND.
 GV2692'30.5 FEET NORTHEAST OF THE CENTERLINE OF THE WEST ENTRANCE TO
 GV2692'THOMPSON INTERMEDIATE SCHOOL, 32.5 FEET SOUTHEAST OF THE CENTERLINE
 GV2692'OF FORREST HILL AVENUE, 60.5 FEET SOUTHWEST OF A TELEPHONE POLE
 GV2692'NO. 44, 49 FEET NORTHEAST OF A TELEPHONE POLE NO. 43, 46.5 FEET
 GV2692'NORTHWEST OF A 2.2 FEET GUM.
 GV2692
 GV2692                          STATION RECOVERY (2000)
 GV2692
 GV2692'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2692'RECOVERED IN GOOD CONDITION.
 GV2692
 GV2692                          STATION RECOVERY (2004)
 GV2692
 GV2692'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2692'MARK IS INSIDE A 10FT PIPE WITH A COVER LOCATED ON A SIDEWALK ON
 GV2692'SOUTHSIDE OF FOREST HILL AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2690 ***********************************************************************
 GV2690  DESIGNATION -  479 A C OF R
 GV2690  PID         -  GV2690
 GV2690  STATE/COUNTY-  VA/CHESTERFIELD
 GV2690  USGS QUAD   -  BON AIR (1994)
 GV2690
 GV2690                         *CURRENT SURVEY CONTROL
 GV2690  ___________________________________________________________________
 GV2690* NAD 83(1986)-  37 31 56.     (N)    077 33 13.     (W)     SCALED    
 GV2690* NAVD 88     -        96.076  (meters)     315.21   (feet)  ADJUSTED  
 GV2690  ___________________________________________________________________
 GV2690  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2690  DYNAMIC HT  -          96.009 (meters)     314.99  (feet)  COMP
 GV2690  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 GV2690
 GV2690  VERT ORDER  -  SECOND    CLASS 0
 GV2690
 GV2690.The horizontal coordinates were scaled from a topographic map and have
 GV2690.an estimated accuracy of +/- 6 seconds.
 GV2690
 GV2690.The orthometric height was determined by differential leveling
 GV2690.and adjusted by the National Geodetic Survey in June 1991..
 GV2690
 GV2690.The geoid height was determined by GEOID03.
 GV2690
 GV2690.The dynamic height is computed by dividing the NAVD 88
 GV2690.geopotential number by the normal gravity value computed on the
 GV2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2690.degrees latitude (g = 980.6199 gals.).
 GV2690
 GV2690.The modeled gravity was interpolated from observed gravity values.
 GV2690
 GV2690;                    North         East    Units  Estimated Accuracy
 GV2690;SPC VA S     - 1,133,470.    3,583,640.      MT  (+/- 180 meters Scaled)
 GV2690
 GV2690                          SUPERSEDED SURVEY CONTROL
 GV2690
 GV2690  NGVD 29 (??/??/??)   96.390  (m)          316.24   (f) ADJUSTED    2 0
 GV2690
 GV2690.Superseded values are not recommended for survey control.
 GV2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2690.See file dsdata.txt to determine how the superseded data were derived.
 GV2690
 GV2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG743569(NAD 83)
 GV2690_MARKER: DD = SURVEY DISK
 GV2690_SETTING: 0 = UNSPECIFIED SETTING
 GV2690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2690+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2690
 GV2690  HISTORY     - Date     Condition        Report By
 GV2690  HISTORY     - UNK      MONUMENTED       VA2060
 GV2690  HISTORY     - 1972     GOOD             NGS
 GV2690  HISTORY     - 20000113 GOOD             USPSQD
 GV2690  HISTORY     - 20041023 GOOD             USPSQD
 GV2690
 GV2690                          STATION DESCRIPTION
 GV2690
 GV2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2690'AT RICHMOND.
 GV2690'29 FEET NORTH OF THE CENTERLINE OF FORREST HILL AVENUE, 345 FEET
 GV2690'EAST OF THE CENTERLINE OF ANWELL DRIVE, 100 FEET EAST OF THE
 GV2690'CENTERLINE OF A PRIVATE DRIVEWAY, 3 FEET SOUTHWEST OF AN IRON PIN
 GV2690'MARKING PROPERTY LINE ON THE NORTH LINE OF FORREST HILL AVENUE,
 GV2690'3.5 FEET SOUTH OF A TELEPHONE POLE NO. X21429, 56 FEET EAST OF A
 GV2690'2.6 FEET TWIN TREE.
 GV2690
 GV2690                          STATION RECOVERY (2000)
 GV2690
 GV2690'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2690'RECOVERED IN GOOD CONDITION.
 GV2690
 GV2690                          STATION RECOVERY (2004)
 GV2690
 GV2690'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5544 ***********************************************************************
 GV5544  DESIGNATION -  48 C OF R 1972
 GV5544  PID         -  GV5544
 GV5544  STATE/COUNTY-  VA/C OF RICHMOND
 GV5544  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5544
 GV5544                         *CURRENT SURVEY CONTROL
 GV5544  ___________________________________________________________________
 GV5544* NAD 83(1993)-  37 28 57.85369(N)    077 26 54.42319(W)     ADJUSTED  
 GV5544* NAVD 88     -        31.52   (+/-2cm)     103.4    (feet)  VERTCON   
 GV5544  ___________________________________________________________________
 GV5544  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV5544  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV5544
 GV5544  HORZ ORDER  -  SECOND
 GV5544  VERT ORDER  -  THIRD ? (See Below)
 GV5544
 GV5544.The horizontal coordinates were established by classical geodetic methods
 GV5544.and adjusted by the National Geodetic Survey in September 1995..
 GV5544
 GV5544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5544.The vertical order pertains to the NGVD 29 superseded value.
 GV5544
 GV5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5544
 GV5544.The geoid height was determined by GEOID03.
 GV5544
 GV5544;                    North         East     Units Scale Factor Converg.
 GV5544;SPC VA S     - 1,128,073.338 3,592,998.286   MT  0.99994742   +0 38 17.6
 GV5544;SPC VA S     - 3,701,020.61 11,788,028.54   sFT  0.99994742   +0 38 17.6
 GV5544;UTM  18      - 4,151,241.915   283,514.178   MT  1.00017732   -1 29 25.9
 GV5544
 GV5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5544!SPC VA S     -   1.00000025  x   0.99994742  =   0.99994767
 GV5544!UTM  18      -   1.00000025  x   1.00017732  =   1.00017757
 GV5544
 GV5544                          SUPERSEDED SURVEY CONTROL
 GV5544
 GV5544  NAD 83(1993)-  37 28 57.85365(N)    077 26 54.42307(W) AD(       ) 2
 GV5544  NAD 83(1986)-  37 28 57.85990(N)    077 26 54.43999(W) AD(       ) 2
 GV5544  NAD 27      -  37 28 57.32965(N)    077 26 55.49702(W) AD(       ) 2
 GV5544  NGVD 29 (07/19/86)   31.84   (m)          104.5    (f) LEVELING    3  
 GV5544
 GV5544.Superseded values are not recommended for survey control.
 GV5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5544.See file dsdata.txt to determine how the superseded data were derived.
 GV5544
 GV5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8351451242(NAD 83)
 GV5544_MARKER: Z = SEE DESCRIPTION
 GV5544_SETTING: 0 = UNSPECIFIED SETTING
 GV5544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5544+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV5544
 GV5544  HISTORY     - Date     Condition        Report By
 GV5544  HISTORY     - 1972     MONUMENTED       VA2060
 GV5544  HISTORY     - 19951028 GOOD             USPSQD
 GV5544  HISTORY     - 19991023 GOOD             USPSQD
 GV5544  HISTORY     - 20031103 GOOD             USPSQD
 GV5544
 GV5544                          STATION DESCRIPTION
 GV5544
 GV5544'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5544'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5544'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 1.55 MILES TO THE
 GV5544'INTERSECTION WITH TERMINAL AVE., THENCE WEST ON TERMINAL AVE. 0.20
 GV5544'MILE TO POINT NO. 48.
 GV5544'
 GV5544'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5544'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5544'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5544'ABOUT 6 INCHES BELOW GROUND.
 GV5544'
 GV5544'16.0 FEET S. OF C/L OF TERMINAL AVE., 28.55 FEET E. OF CENTER OF
 GV5544'NORTHBOUND R.R. TRACKS, 3.8 FEET N.W. OF VEPCO POLE NO. FC64.
 GV5544'
 GV5544'NEAREST TOWN--RICHMOND.
 GV5544
 GV5544                          STATION RECOVERY (1995)
 GV5544
 GV5544'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5544'RECOVERED IN GOOD CONDITION.
 GV5544
 GV5544                          STATION RECOVERY (1999)
 GV5544
 GV5544'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5544'RECOVERED IN GOOD CONDITION.
 GV5544
 GV5544                          STATION RECOVERY (2003)
 GV5544
 GV5544'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3083 ***********************************************************************
 HV3083  DESIGNATION -  48 USGS
 HV3083  PID         -  HV3083
 HV3083  STATE/COUNTY-  VA/STAFFORD
 HV3083  USGS QUAD   -  STAFFORD (1994)
 HV3083
 HV3083                         *CURRENT SURVEY CONTROL
 HV3083  ___________________________________________________________________
 HV3083* NAD 83(1986)-  38 24 10.     (N)    077 23 07.     (W)     SCALED    
 HV3083* NAVD 88     -        50.270  (meters)     164.93   (feet)  ADJUSTED  
 HV3083  ___________________________________________________________________
 HV3083  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3083  DYNAMIC HT  -          50.239 (meters)     164.83  (feet)  COMP
 HV3083  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 HV3083
 HV3083  VERT ORDER  -  FIRST     CLASS I
 HV3083
 HV3083.The horizontal coordinates were scaled from a topographic map and have
 HV3083.an estimated accuracy of +/- 6 seconds.
 HV3083
 HV3083.The orthometric height was determined by differential leveling
 HV3083.and adjusted by the National Geodetic Survey in June 1991..
 HV3083
 HV3083.The geoid height was determined by GEOID03.
 HV3083
 HV3083.The dynamic height is computed by dividing the NAVD 88
 HV3083.geopotential number by the normal gravity value computed on the
 HV3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3083.degrees latitude (g = 980.6199 gals.).
 HV3083
 HV3083.The modeled gravity was interpolated from observed gravity values.
 HV3083
 HV3083;                    North         East    Units  Estimated Accuracy
 HV3083;SPC VA N     - 2,082,300.    3,597,360.      MT  (+/- 180 meters Scaled)
 HV3083
 HV3083                          SUPERSEDED SURVEY CONTROL
 HV3083
 HV3083  NGVD 29 (??/??/??)   50.518  (m)          165.74   (f) ADJUSTED    1 1
 HV3083
 HV3083.Superseded values are not recommended for survey control.
 HV3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3083.See file dsdata.txt to determine how the superseded data were derived.
 HV3083
 HV3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH917532(NAD 83)
 HV3083_MARKER: DD = SURVEY DISK
 HV3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3083_STAMPING: 166 48 AFK 1964
 HV3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3083+STABILITY: SURFACE MOTION
 HV3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3083+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 HV3083
 HV3083  HISTORY     - Date     Condition        Report By
 HV3083  HISTORY     - 1964     MONUMENTED       USGS
 HV3083  HISTORY     - 1971     GOOD             NGS
 HV3083  HISTORY     - 19960413 GOOD             USPSQD
 HV3083  HISTORY     - 20040507 GOOD             GEOMET
 HV3083
 HV3083                          STATION DESCRIPTION
 HV3083
 HV3083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV3083'2 MI SE FROM STAFFORD.
 HV3083'ABOUT 2.05 MILES SOUTHEAST ALONG COUNTY ROAD 630 FROM THE
 HV3083'COURTHOUSE AT STAFFORD, 21 FEET SOUTHEAST OF THE CENTER LINE
 HV3083'OF THE ROAD, 2 FEET NORTHWEST OF POWER POLE NUMBER 4143 WHICH
 HV3083'IS BRACED BY 2 GUY WIRES, 2 FEET NORTHWEST OF A FENCE, 0.9 FOOT
 HV3083'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 HV3083'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HV3083'WHICH PROJECTS 6 INCHES.
 HV3083
 HV3083                          STATION RECOVERY (1996)
 HV3083
 HV3083'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3083'RECOVERED IN GOOD CONDITION.
 HV3083
 HV3083                          STATION RECOVERY (2004)
 HV3083
 HV3083'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (KNT)
 HV3083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2634 ***********************************************************************
 GV2634  DESIGNATION -  480 A C OF R
 GV2634  PID         -  GV2634
 GV2634  STATE/COUNTY-  VA/CHESTERFIELD
 GV2634  USGS QUAD   -  BON AIR (1994)
 GV2634
 GV2634                         *CURRENT SURVEY CONTROL
 GV2634  ___________________________________________________________________
 GV2634* NAD 83(1986)-  37 30 59.     (N)    077 31 32.     (W)     SCALED    
 GV2634* NAVD 88     -        75.957  (meters)     249.20   (feet)  ADJUSTED  
 GV2634  ___________________________________________________________________
 GV2634  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2634  DYNAMIC HT  -          75.905 (meters)     249.03  (feet)  COMP
 GV2634  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 GV2634
 GV2634  VERT ORDER  -  SECOND    CLASS 0
 GV2634
 GV2634.The horizontal coordinates were scaled from a topographic map and have
 GV2634.an estimated accuracy of +/- 6 seconds.
 GV2634
 GV2634.The orthometric height was determined by differential leveling
 GV2634.and adjusted by the National Geodetic Survey in June 1991..
 GV2634
 GV2634.The geoid height was determined by GEOID03.
 GV2634
 GV2634.The dynamic height is computed by dividing the NAVD 88
 GV2634.geopotential number by the normal gravity value computed on the
 GV2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2634.degrees latitude (g = 980.6199 gals.).
 GV2634
 GV2634.The modeled gravity was interpolated from observed gravity values.
 GV2634
 GV2634;                    North         East    Units  Estimated Accuracy
 GV2634;SPC VA S     - 1,131,740.    3,586,140.      MT  (+/- 180 meters Scaled)
 GV2634
 GV2634                          SUPERSEDED SURVEY CONTROL
 GV2634
 GV2634  NGVD 29 (??/??/??)   76.272  (m)          250.24   (f) ADJUSTED    2 0
 GV2634
 GV2634.Superseded values are not recommended for survey control.
 GV2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2634.See file dsdata.txt to determine how the superseded data were derived.
 GV2634
 GV2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG767551(NAD 83)
 GV2634_MARKER: DD = SURVEY DISK
 GV2634_SETTING: 0 = UNSPECIFIED SETTING
 GV2634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2634+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2634
 GV2634  HISTORY     - Date     Condition        Report By
 GV2634  HISTORY     - UNK      MONUMENTED       VA2060
 GV2634  HISTORY     - 1972     GOOD             NGS
 GV2634  HISTORY     - 20000224 GOOD             USPSQD
 GV2634  HISTORY     - 20041109 GOOD             USPSQD
 GV2634
 GV2634                          STATION DESCRIPTION
 GV2634
 GV2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2634'AT RICHMOND.
 GV2634'146 FEET EAST OF THE CENTERLINE OF HIOAKS ROAD, 55 FEET NORTH
 GV2634'OF THE CENTERLINE OF JAHNKE ROAD, 21 FEET NORTHEAST OF A 1.1
 GV2634'FEET PINE, 12 FEET SOUTHEAST OF A 1.1 FEET PINE, 60 FEET
 GV2634'SOUTHWEST OF VEPCO POLE NO. JM41, 47 FEET SOUTHWEST OF VEPCO
 GV2634'POLE NO. JM51.
 GV2634
 GV2634                          STATION RECOVERY (2000)
 GV2634
 GV2634'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2634'RECOVERED IN GOOD CONDITION.
 GV2634
 GV2634                          STATION RECOVERY (2004)
 GV2634
 GV2634'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2634'CHANGE ADDRESS TO OLD JAHNKE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2633 ***********************************************************************
 GV2633  DESIGNATION -  480 C OF R
 GV2633  PID         -  GV2633
 GV2633  STATE/COUNTY-  VA/CHESTERFIELD
 GV2633  USGS QUAD   -  BON AIR (1994)
 GV2633
 GV2633                         *CURRENT SURVEY CONTROL
 GV2633  ___________________________________________________________________
 GV2633* NAD 83(1986)-  37 31 01.     (N)    077 31 19.     (W)     SCALED    
 GV2633* NAVD 88     -        72.799  (meters)     238.84   (feet)  ADJUSTED  
 GV2633  ___________________________________________________________________
 GV2633  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2633  DYNAMIC HT  -          72.749 (meters)     238.68  (feet)  COMP
 GV2633  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 GV2633
 GV2633  VERT ORDER  -  SECOND    CLASS 0
 GV2633
 GV2633.The horizontal coordinates were scaled from a topographic map and have
 GV2633.an estimated accuracy of +/- 6 seconds.
 GV2633
 GV2633.The orthometric height was determined by differential leveling
 GV2633.and adjusted by the National Geodetic Survey in June 1991..
 GV2633
 GV2633.The geoid height was determined by GEOID03.
 GV2633
 GV2633.The dynamic height is computed by dividing the NAVD 88
 GV2633.geopotential number by the normal gravity value computed on the
 GV2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2633.degrees latitude (g = 980.6199 gals.).
 GV2633
 GV2633.The modeled gravity was interpolated from observed gravity values.
 GV2633
 GV2633;                    North         East    Units  Estimated Accuracy
 GV2633;SPC VA S     - 1,131,800.    3,586,460.      MT  (+/- 180 meters Scaled)
 GV2633
 GV2633                          SUPERSEDED SURVEY CONTROL
 GV2633
 GV2633  NGVD 29 (??/??/??)   73.113  (m)          239.87   (f) ADJUSTED    2 0
 GV2633
 GV2633.Superseded values are not recommended for survey control.
 GV2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2633.See file dsdata.txt to determine how the superseded data were derived.
 GV2633
 GV2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG771552(NAD 83)
 GV2633_MARKER: DD = SURVEY DISK
 GV2633_SETTING: 0 = UNSPECIFIED SETTING
 GV2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2633+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2633
 GV2633  HISTORY     - Date     Condition        Report By
 GV2633  HISTORY     - UNK      MONUMENTED       VA2060
 GV2633  HISTORY     - 1972     GOOD             NGS
 GV2633  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2633  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2633  HISTORY     - 20041109 GOOD             USPSQD
 GV2633
 GV2633                          STATION DESCRIPTION
 GV2633
 GV2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2633'AT RICHMOND.
 GV2633'24 FEET SOUTH OF THE CENTERLINE OF JAHNKE ROAD, 11 FEET
 GV2633'SOUTHEAST OF THE CENTERLINE OF MARLOWE ROAD, 32 FEET SOUTHWEST
 GV2633'OF A FIRE HYDRANT SOUTH OF JAHNKE ROAD, 25 FEET NORTHWEST OF
 GV2633'A 1.5 FEET OAK, 33 FEET NORTH OF A 1.5 FEET OAK, 66.5 FEET
 GV2633'NORTHEAST OF VEPCO POLE NO. LM12.
 GV2633
 GV2633                          STATION RECOVERY (1987)
 GV2633
 GV2633'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2633'MARK NOT FOUND.
 GV2633
 GV2633                          STATION RECOVERY (2000)
 GV2633
 GV2633'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2633'MARK NOT FOUND.
 GV2633
 GV2633                          STATION RECOVERY (2004)
 GV2633
 GV2633'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0173 ***********************************************************************
 GW0173  DESIGNATION -  483
 GW0173  PID         -  GW0173
 GW0173  STATE/COUNTY-  VA/ALBEMARLE
 GW0173  USGS QUAD   -  BOYD TAVERN (1987)
 GW0173
 GW0173                         *CURRENT SURVEY CONTROL
 GW0173  ___________________________________________________________________
 GW0173* NAD 83(1986)-  37 59 21.     (N)    078 20 22.     (W)     SCALED    
 GW0173* NAVD 88     -       146.898  (meters)     481.95   (feet)  ADJUSTED  
 GW0173  ___________________________________________________________________
 GW0173  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GW0173  DYNAMIC HT  -         146.798 (meters)     481.62  (feet)  COMP
 GW0173  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 GW0173
 GW0173  VERT ORDER  -  SECOND    CLASS 0
 GW0173
 GW0173.The horizontal coordinates were scaled from a topographic map and have
 GW0173.an estimated accuracy of +/- 6 seconds.
 GW0173
 GW0173.The orthometric height was determined by differential leveling
 GW0173.and adjusted by the National Geodetic Survey in June 1991..
 GW0173
 GW0173.The geoid height was determined by GEOID03.
 GW0173
 GW0173.The dynamic height is computed by dividing the NAVD 88
 GW0173.geopotential number by the normal gravity value computed on the
 GW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0173.degrees latitude (g = 980.6199 gals.).
 GW0173
 GW0173.The modeled gravity was interpolated from observed gravity values.
 GW0173
 GW0173;                    North         East    Units  Estimated Accuracy
 GW0173;SPC VA S     - 1,183,780.    3,514,100.      MT  (+/- 180 meters Scaled)
 GW0173
 GW0173                          SUPERSEDED SURVEY CONTROL
 GW0173
 GW0173  NGVD 29 (??/??/92)  147.153  (m)          482.78   (f) ADJ UNCH    2 0
 GW0173
 GW0173.Superseded values are not recommended for survey control.
 GW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0173.See file dsdata.txt to determine how the superseded data were derived.
 GW0173
 GW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC336079(NAD 83)
 GW0173_MARKER: N = NAIL
 GW0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0173_SP_SET: TREE
 GW0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0173
 GW0173  HISTORY     - Date     Condition        Report By
 GW0173  HISTORY     - UNK      MONUMENTED       USGS
 GW0173  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0173
 GW0173                          STATION DESCRIPTION
 GW0173
 GW0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0173'AT BOYD TAVERN.
 GW0173'AT BOYD TAVERN, ALBEMARLE COUNTY, ON U.S. HIGHWAY 250, 0.1 MILE
 GW0173'NORTHWEST OF THE POST OFFICE, 70 FEET SOUTH OF THE CHURCH, ON THE
 GW0173'SOUTH SIDE OF THE HIGHWAY, AND IN THE SOUTH ROOT OF A 10-INCH OAK
 GW0173'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 GW0173'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0161 ***********************************************************************
 GW0161  DESIGNATION -  485.48
 GW0161  PID         -  GW0161
 GW0161  STATE/COUNTY-  VA/ALBEMARLE
 GW0161  USGS QUAD   -  SIMEON (1974)
 GW0161
 GW0161                         *CURRENT SURVEY CONTROL
 GW0161  ___________________________________________________________________
 GW0161* NAD 83(1986)-  37 59 59.     (N)    078 29 00.     (W)     SCALED    
 GW0161* NAVD 88     -       119.299  (meters)     391.40   (feet)  ADJUSTED  
 GW0161  ___________________________________________________________________
 GW0161  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GW0161  DYNAMIC HT  -         119.217 (meters)     391.13  (feet)  COMP
 GW0161  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 GW0161
 GW0161  VERT ORDER  -  SECOND    CLASS 0
 GW0161
 GW0161.The horizontal coordinates were scaled from a topographic map and have
 GW0161.an estimated accuracy of +/- 6 seconds.
 GW0161
 GW0161.The orthometric height was determined by differential leveling
 GW0161.and adjusted by the National Geodetic Survey in June 1991..
 GW0161
 GW0161.The geoid height was determined by GEOID03.
 GW0161
 GW0161.The dynamic height is computed by dividing the NAVD 88
 GW0161.geopotential number by the normal gravity value computed on the
 GW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0161.degrees latitude (g = 980.6199 gals.).
 GW0161
 GW0161.The modeled gravity was interpolated from observed gravity values.
 GW0161
 GW0161;                    North         East    Units  Estimated Accuracy
 GW0161;SPC VA S     - 1,184,940.    3,501,460.      MT  (+/- 180 meters Scaled)
 GW0161
 GW0161                          SUPERSEDED SURVEY CONTROL
 GW0161
 GW0161  NGVD 29 (??/??/92)  119.544  (m)          392.20   (f) ADJ UNCH    2 0
 GW0161
 GW0161.Superseded values are not recommended for survey control.
 GW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0161.See file dsdata.txt to determine how the superseded data were derived.
 GW0161
 GW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC209087(NAD 83)
 GW0161_MARKER: Q = CHISELED SQUARE
 GW0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0161_SP_SET: CULVERT
 GW0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0161
 GW0161  HISTORY     - Date     Condition        Report By
 GW0161  HISTORY     - UNK      MONUMENTED       USGS
 GW0161  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0161
 GW0161                          STATION DESCRIPTION
 GW0161
 GW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0161'2.5 MI S FROM CHARLOTTESVILLE.
 GW0161'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 239 FROM CHARLOTTESVILLE,
 GW0161'ALBEMARLE COUNTY, THENCE ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY
 GW0161'613, ABOUT 500 FEET SOUTHEAST OF THE BROOKSIDE SWIMMING POOL, AT
 GW0161'A CURVE, AT A CULVERT, AND ON THE TOP OF THE NORTH END OF THE
 GW0161'EAST CONCRETE HEAD WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2612 ***********************************************************************
 GV2612  DESIGNATION -  487 A C OF R
 GV2612  PID         -  GV2612
 GV2612  STATE/COUNTY-  VA/CHESTERFIELD
 GV2612  USGS QUAD   -  BON AIR (1994)
 GV2612
 GV2612                         *CURRENT SURVEY CONTROL
 GV2612  ___________________________________________________________________
 GV2612* NAD 83(1986)-  37 30 17.     (N)    077 30 27.     (W)     SCALED    
 GV2612* NAVD 88     -        64.866  (meters)     212.81   (feet)  ADJUSTED  
 GV2612  ___________________________________________________________________
 GV2612  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV2612  DYNAMIC HT  -          64.821 (meters)     212.67  (feet)  COMP
 GV2612  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV2612
 GV2612  VERT ORDER  -  SECOND    CLASS 0
 GV2612
 GV2612.The horizontal coordinates were scaled from a topographic map and have
 GV2612.an estimated accuracy of +/- 6 seconds.
 GV2612
 GV2612.The orthometric height was determined by differential leveling
 GV2612.and adjusted by the National Geodetic Survey in June 1991..
 GV2612
 GV2612.The geoid height was determined by GEOID03.
 GV2612
 GV2612.The dynamic height is computed by dividing the NAVD 88
 GV2612.geopotential number by the normal gravity value computed on the
 GV2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2612.degrees latitude (g = 980.6199 gals.).
 GV2612
 GV2612.The modeled gravity was interpolated from observed gravity values.
 GV2612
 GV2612;                    North         East    Units  Estimated Accuracy
 GV2612;SPC VA S     - 1,130,460.    3,587,750.      MT  (+/- 180 meters Scaled)
 GV2612
 GV2612                          SUPERSEDED SURVEY CONTROL
 GV2612
 GV2612  NGVD 29 (??/??/??)   65.179  (m)          213.84   (f) ADJUSTED    2 0
 GV2612
 GV2612.Superseded values are not recommended for survey control.
 GV2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2612.See file dsdata.txt to determine how the superseded data were derived.
 GV2612
 GV2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG783538(NAD 83)
 GV2612_MARKER: DD = SURVEY DISK
 GV2612_SETTING: 0 = UNSPECIFIED SETTING
 GV2612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2612
 GV2612  HISTORY     - Date     Condition        Report By
 GV2612  HISTORY     - UNK      MONUMENTED       VA2060
 GV2612  HISTORY     - 1972     GOOD             NGS
 GV2612  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2612  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2612
 GV2612                          STATION DESCRIPTION
 GV2612
 GV2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2612'AT RICHMOND.
 GV2612'LOCATED ON MIDLOTHIAN TURNPIKE, 794 FEET WEST OF B.M. 487, ON
 GV2612'THE SOUTH LINE OF MIDLOTHIAN TURNPIKE ACROSS FROM C.E. ESTES
 GV2612'CONTRACT CARRIER, 20 FEET SOUTH OF THE CENTERLINE OF THE EAST
 GV2612'BOUND LANES OF RT. 60, 3 FEET NORTH OF A TELEPHONE POLE NO. 140,
 GV2612'77 FEET WEST OF A TELEPHONE POLE NO. 139 1/2, 24 FEET WEST
 GV2612'OF THE EAST FACE OF A TWO-STORY BRICK BUILDING PROJECTED SOUTH
 GV2612'(ON THE NORTH LINE OF RT. 60).
 GV2612
 GV2612                          STATION RECOVERY (2000)
 GV2612
 GV2612'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2612'MARK NOT FOUND.
 GV2612
 GV2612                          STATION RECOVERY (2004)
 GV2612
 GV2612'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2611 ***********************************************************************
 GV2611  DESIGNATION -  487 C OF R
 GV2611  PID         -  GV2611
 GV2611  STATE/COUNTY-  VA/CHESTERFIELD
 GV2611  USGS QUAD   -  BON AIR (1994)
 GV2611
 GV2611                         *CURRENT SURVEY CONTROL
 GV2611  ___________________________________________________________________
 GV2611* NAD 83(1986)-  37 30 19.     (N)    077 30 17.     (W)     SCALED    
 GV2611* NAVD 88     -        62.562  (meters)     205.26   (feet)  ADJUSTED  
 GV2611  ___________________________________________________________________
 GV2611  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV2611  DYNAMIC HT  -          62.518 (meters)     205.11  (feet)  COMP
 GV2611  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 GV2611
 GV2611  VERT ORDER  -  SECOND    CLASS 0
 GV2611
 GV2611.The horizontal coordinates were scaled from a topographic map and have
 GV2611.an estimated accuracy of +/- 6 seconds.
 GV2611
 GV2611.The orthometric height was determined by differential leveling
 GV2611.and adjusted by the National Geodetic Survey in June 1991..
 GV2611
 GV2611.The geoid height was determined by GEOID03.
 GV2611
 GV2611.The dynamic height is computed by dividing the NAVD 88
 GV2611.geopotential number by the normal gravity value computed on the
 GV2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2611.degrees latitude (g = 980.6199 gals.).
 GV2611
 GV2611.The modeled gravity was interpolated from observed gravity values.
 GV2611
 GV2611;                    North         East    Units  Estimated Accuracy
 GV2611;SPC VA S     - 1,130,520.    3,588,000.      MT  (+/- 180 meters Scaled)
 GV2611
 GV2611                          SUPERSEDED SURVEY CONTROL
 GV2611
 GV2611  NGVD 29 (??/??/??)   62.875  (m)          206.28   (f) ADJUSTED    2 0
 GV2611
 GV2611.Superseded values are not recommended for survey control.
 GV2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2611.See file dsdata.txt to determine how the superseded data were derived.
 GV2611
 GV2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG786538(NAD 83)
 GV2611_MARKER: DD = SURVEY DISK
 GV2611_SETTING: 0 = UNSPECIFIED SETTING
 GV2611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2611
 GV2611  HISTORY     - Date     Condition        Report By
 GV2611  HISTORY     - UNK      MONUMENTED       VA2060
 GV2611  HISTORY     - 1972     GOOD             NGS
 GV2611  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2611  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2611  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2611
 GV2611                          STATION DESCRIPTION
 GV2611
 GV2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2611'AT RICHMOND.
 GV2611'23.4 FEET NORTH OF THE CENTERLINE OF EASTBOUND LANES OF MIDLOTHIAN
 GV2611'TURNPIKE, 49 FEET WEST OF THE CENTERLINE OF GERMAN SCHOOL ROAD,
 GV2611'24 FEET SOUTHWEST OF A SIGNAL LIGHT POLE IN THE GRASS MEDIAN
 GV2611'ON THE WEST LINE OF GERMAN SCHOOL ROAD, 56 FEET SOUTH OF A
 GV2611'SEWER MANHOLE IN THE WESTBOUND LANES OF MIDLOTHIAN TURNPIKE,
 GV2611'68 FEET NORTHEAST OF A FIRE HYDRANT SOUTH OF MIDLOTHIAN TURNPIKE.
 GV2611
 GV2611                          STATION RECOVERY (1987)
 GV2611
 GV2611'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2611'MARK NOT FOUND.
 GV2611
 GV2611                          STATION RECOVERY (2000)
 GV2611
 GV2611'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2611'MARK NOT FOUND.
 GV2611
 GV2611                          STATION RECOVERY (2004)
 GV2611
 GV2611'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1116 ***********************************************************************
 GW1116  DESIGNATION -  487 RM
 GW1116  PID         -  GW1116
 GW1116  STATE/COUNTY-  VA/AMHERST
 GW1116  USGS QUAD   -  KELLY (1986)
 GW1116
 GW1116                         *CURRENT SURVEY CONTROL
 GW1116  ___________________________________________________________________
 GW1116* NAD 83(1986)-  37 25 10.     (N)    079 02 46.     (W)     SCALED    
 GW1116* NAVD 88     -       148.37   (+/-2cm)     486.8    (feet)  VERTCON   
 GW1116  ___________________________________________________________________
 GW1116  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1116
 GW1116  VERT ORDER  -  ? (See Below)
 GW1116
 GW1116.The horizontal coordinates were scaled from a topographic map and have
 GW1116.an estimated accuracy of +/- 6 seconds.
 GW1116
 GW1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1116.The vertical order pertains to the NGVD 29 superseded value.
 GW1116
 GW1116.The geoid height was determined by GEOID03.
 GW1116
 GW1116;                    North         East    Units  Estimated Accuracy
 GW1116;SPC VA S     - 1,120,670.    3,451,660.      MT  (+/- 180 meters Scaled)
 GW1116
 GW1116                          SUPERSEDED SURVEY CONTROL
 GW1116
 GW1116  NGVD 29 (??/??/92)  148.588  (m)          487.49   (f) ADJ UNCH    ?  
 GW1116
 GW1116.Superseded values are not recommended for survey control.
 GW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1116.See file dsdata.txt to determine how the superseded data were derived.
 GW1116
 GW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB728431(NAD 83)
 GW1116_MARKER: Q = CHISELED SQUARE
 GW1116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW1116_SP_SET: CULVERT
 GW1116_MARK LOGO: USGS  
 GW1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1116+STABILITY: SURFACE MOTION
 GW1116
 GW1116  HISTORY     - Date     Condition        Report By
 GW1116  HISTORY     - UNK      MONUMENTED       USGS
 GW1116  HISTORY     - 1934     GOOD             NGS
 GW1116  HISTORY     - 19920501 MARK NOT FOUND   LOCENG
 GW1116
 GW1116                          STATION DESCRIPTION
 GW1116
 GW1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1116'0.8 MI SW FROM JOSHUA FALLS.
 GW1116'0.8 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1116'JOSHUA FALLS, 300 FEET NORTHEAST OF C 51 (USGS) DESCRIBED ABOVE,
 GW1116'AT THE NORTHWEST END OF A CONCRETE CULVERT, AND ON THE NORTHEAST
 GW1116'END OF THE CONCRETE COPING.  A CHISELED SQUARE.
 GW1116
 GW1116                          STATION RECOVERY (1992)
 GW1116
 GW1116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GW1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0889 ***********************************************************************
 HW0889  DESIGNATION -  488
 HW0889  PID         -  HW0889
 HW0889  STATE/COUNTY-  VA/ROCKINGHAM
 HW0889  USGS QUAD   -  GROTTOES (1987)
 HW0889
 HW0889                         *CURRENT SURVEY CONTROL
 HW0889  ___________________________________________________________________
 HW0889* NAD 83(1986)-  38 17 48.     (N)    078 48 36.     (W)     SCALED    
 HW0889* NAVD 88     -       323.297  (meters)    1060.68   (feet)  ADJUSTED  
 HW0889  ___________________________________________________________________
 HW0889  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0889  DYNAMIC HT  -         323.060 (meters)    1059.91  (feet)  COMP
 HW0889  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 HW0889
 HW0889  VERT ORDER  -  SECOND    CLASS 0
 HW0889
 HW0889.The horizontal coordinates were scaled from a topographic map and have
 HW0889.an estimated accuracy of +/- 6 seconds.
 HW0889
 HW0889.The orthometric height was determined by differential leveling
 HW0889.and adjusted by the National Geodetic Survey in June 1991..
 HW0889
 HW0889.The geoid height was determined by GEOID03.
 HW0889
 HW0889.The dynamic height is computed by dividing the NAVD 88
 HW0889.geopotential number by the normal gravity value computed on the
 HW0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0889.degrees latitude (g = 980.6199 gals.).
 HW0889
 HW0889.The modeled gravity was interpolated from observed gravity values.
 HW0889
 HW0889;                    North         East    Units  Estimated Accuracy
 HW0889;SPC VA N     - 2,069,970.    3,472,880.      MT  (+/- 180 meters Scaled)
 HW0889
 HW0889                          SUPERSEDED SURVEY CONTROL
 HW0889
 HW0889  NGVD 29 (??/??/92)  323.473  (m)         1061.26   (f) ADJ UNCH    2 0
 HW0889
 HW0889.Superseded values are not recommended for survey control.
 HW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0889.See file dsdata.txt to determine how the superseded data were derived.
 HW0889
 HW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC915410(NAD 83)
 HW0889_MARKER: DD = SURVEY DISK
 HW0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0889_SP_SET: BRIDGE
 HW0889_STAMPING: U.S.E.D. STA. 488
 HW0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0889
 HW0889  HISTORY     - Date     Condition        Report By
 HW0889  HISTORY     - UNK      MONUMENTED       DOD
 HW0889  HISTORY     - 1935     GOOD             NGS
 HW0889  HISTORY     - 1952     GOOD             NGS
 HW0889  HISTORY     - 19971014 MARK NOT FOUND   USPSQD
 HW0889
 HW0889                          STATION DESCRIPTION
 HW0889
 HW0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0889'0.6 MI NW FROM PORT REPUBLIC.
 HW0889'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 865 FROM THE
 HW0889'NORFOLK AND WESTERN RAILWAY STATION AT PORT REPUBLIC, ROCKINGHAM
 HW0889'COUNTY, AT THE JUNCTION OF COUNTY ROAD 666, AT A BRIDGE OVER NORTH
 HW0889'RIVER, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH
 HW0889'ABUTMENT.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 HW0889'STAMPED STA. 488.
 HW0889
 HW0889                          STATION RECOVERY (1952)
 HW0889
 HW0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HW0889'RECOVERED IN GOOD CONDITION.
 HW0889
 HW0889                          STATION RECOVERY (1997)
 HW0889
 HW0889'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2616 ***********************************************************************
 GV2616  DESIGNATION -  488 C OF R
 GV2616  PID         -  GV2616
 GV2616  STATE/COUNTY-  VA/CHESTERFIELD
 GV2616  USGS QUAD   -  BON AIR (1994)
 GV2616
 GV2616                         *CURRENT SURVEY CONTROL
 GV2616  ___________________________________________________________________
 GV2616* NAD 83(1986)-  37 30 13.     (N)    077 30 50.     (W)     SCALED    
 GV2616* NAVD 88     -        67.539  (meters)     221.58   (feet)  ADJUSTED  
 GV2616  ___________________________________________________________________
 GV2616  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2616  DYNAMIC HT  -          67.492 (meters)     221.43  (feet)  COMP
 GV2616  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 GV2616
 GV2616  VERT ORDER  -  SECOND    CLASS 0
 GV2616
 GV2616.The horizontal coordinates were scaled from a topographic map and have
 GV2616.an estimated accuracy of +/- 6 seconds.
 GV2616
 GV2616.The orthometric height was determined by differential leveling
 GV2616.and adjusted by the National Geodetic Survey in June 1991..
 GV2616
 GV2616.The geoid height was determined by GEOID03.
 GV2616
 GV2616.The dynamic height is computed by dividing the NAVD 88
 GV2616.geopotential number by the normal gravity value computed on the
 GV2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2616.degrees latitude (g = 980.6199 gals.).
 GV2616
 GV2616.The modeled gravity was interpolated from observed gravity values.
 GV2616
 GV2616;                    North         East    Units  Estimated Accuracy
 GV2616;SPC VA S     - 1,130,330.    3,587,190.      MT  (+/- 180 meters Scaled)
 GV2616
 GV2616                          SUPERSEDED SURVEY CONTROL
 GV2616
 GV2616  NGVD 29 (??/??/??)   67.851  (m)          222.61   (f) ADJUSTED    2 0
 GV2616
 GV2616.Superseded values are not recommended for survey control.
 GV2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2616.See file dsdata.txt to determine how the superseded data were derived.
 GV2616
 GV2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG777537(NAD 83)
 GV2616_MARKER: DD = SURVEY DISK
 GV2616_SETTING: 0 = UNSPECIFIED SETTING
 GV2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2616
 GV2616  HISTORY     - Date     Condition        Report By
 GV2616  HISTORY     - UNK      MONUMENTED       VA2060
 GV2616  HISTORY     - 1972     GOOD             NGS
 GV2616  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2616  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2616  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2616
 GV2616                          STATION DESCRIPTION
 GV2616
 GV2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2616'AT RICHMOND.
 GV2616'19 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 GV2616'RT. 60, 34 FEET NORTHEAST OF THE CENTERLINE OF WARWICK ROAD,
 GV2616'6 FEET NORTHEAST OF VEPCO POLE NO. QC43, 111 FEET NORTHWEST OF
 GV2616'TELEPHONE POLE NO. 1, 38 FEET EAST OF A SEWER MANHOLE.
 GV2616
 GV2616                          STATION RECOVERY (1987)
 GV2616
 GV2616'RECOVERY NOTE BY US POWER SQUADRON 1987 (LS)
 GV2616'MARK NOT FOUND.
 GV2616
 GV2616                          STATION RECOVERY (2000)
 GV2616
 GV2616'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2616'MARK NOT FOUND.
 GV2616
 GV2616                          STATION RECOVERY (2004)
 GV2616
 GV2616'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0821 ***********************************************************************
 FX0821  DESIGNATION -  49
 FX0821  PID         -  FX0821
 FX0821  STATE/COUNTY-  VA/SUSSEX
 FX0821  USGS QUAD   -  IVOR (1989)
 FX0821
 FX0821                         *CURRENT SURVEY CONTROL
 FX0821  ___________________________________________________________________
 FX0821* NAD 83(1986)-  36 56 40.     (N)    076 57 13.     (W)     SCALED    
 FX0821* NAVD 88     -        20.02   (+/-2cm)      65.7    (feet)  VERTCON   
 FX0821  ___________________________________________________________________
 FX0821  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 FX0821
 FX0821  VERT ORDER  -  ? (See Below)
 FX0821
 FX0821.The horizontal coordinates were scaled from a topographic map and have
 FX0821.an estimated accuracy of +/- 6 seconds.
 FX0821
 FX0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0821.The vertical order pertains to the NGVD 29 superseded value.
 FX0821
 FX0821.The geoid height was determined by GEOID03.
 FX0821
 FX0821;                    North         East    Units  Estimated Accuracy
 FX0821;SPC VA S     - 1,068,950.    3,637,740.      MT  (+/- 180 meters Scaled)
 FX0821
 FX0821                          SUPERSEDED SURVEY CONTROL
 FX0821
 FX0821  NGVD 29 (??/??/92)   20.397  (m)           66.92   (f) ADJ UNCH    ?  
 FX0821
 FX0821.Superseded values are not recommended for survey control.
 FX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0821.See file dsdata.txt to determine how the superseded data were derived.
 FX0821
 FX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF260904(NAD 83)
 FX0821_MARKER: B = BOLT
 FX0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0821_SP_SET: CULVERT
 FX0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0821+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 FX0821
 FX0821  HISTORY     - Date     Condition        Report By
 FX0821  HISTORY     - UNK      MONUMENTED       NWRR
 FX0821  HISTORY     - 1960     GOOD             NGS
 FX0821  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 FX0821  HISTORY     - 20020115 GOOD             USPSQD
 FX0821
 FX0821                          STATION DESCRIPTION
 FX0821
 FX0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0821'2.6 MI SE FROM WAKEFIELD.
 FX0821'2.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FX0821'THE STATION AT WAKEFIELD, SUSSEX COUNTY, 93 YARDS NORTHWEST OF
 FX0821'MILEPOST 49, 193 YARDS NORTHWEST OF A RAILWAY WATER TANK, AT
 FX0821'THE SOUTHAMPTON-SUSSEX COUNTY LINE, AT A CONCRETE CULVERT, AND
 FX0821'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.  AN
 FX0821'IRON BOLT.  THE WATER TANK IS GONE.
 FX0821
 FX0821                          STATION RECOVERY (1997)
 FX0821
 FX0821'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0821'MARK NOT FOUND.
 FX0821
 FX0821                          STATION RECOVERY (2002)
 FX0821
 FX0821'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5772 ***********************************************************************
 GV5772  DESIGNATION -  49
 GV5772  PID         -  GV5772
 GV5772  STATE/COUNTY-  VA/C OF RICHMOND
 GV5772  USGS QUAD   -  BON AIR (1994)
 GV5772
 GV5772                         *CURRENT SURVEY CONTROL
 GV5772  ___________________________________________________________________
 GV5772* NAD 83(1993)-  37 32 12.82125(N)    077 32 02.84447(W)     ADJUSTED  
 GV5772* NAVD 88     -        72.69   (+/-2cm)     238.5    (feet)  VERTCON   
 GV5772  ___________________________________________________________________
 GV5772  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 GV5772  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV5772
 GV5772  HORZ ORDER  -  SECOND
 GV5772  VERT ORDER  -  THIRD ? (See Below)
 GV5772
 GV5772.The horizontal coordinates were established by classical geodetic methods
 GV5772.and adjusted by the National Geodetic Survey in November 1994..
 GV5772
 GV5772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5772.The vertical order pertains to the NGVD 29 superseded value.
 GV5772
 GV5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5772
 GV5772.The geoid height was determined by GEOID03.
 GV5772
 GV5772;                    North         East     Units Scale Factor Converg.
 GV5772;SPC VA S     - 1,134,002.562 3,585,360.243   MT  0.99994976   +0 35 10.4
 GV5772;SPC VA S     - 3,720,473.41 11,762,969.40   sFT  0.99994976   +0 35 10.4
 GV5772;UTM  18      - 4,157,452.440   276,099.915   MT  1.00021754   -1 32 40.6
 GV5772
 GV5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5772!SPC VA S     -   0.99999375  x   0.99994976  =   0.99994351
 GV5772!UTM  18      -   0.99999375  x   1.00021754  =   1.00021129
 GV5772
 GV5772:                Primary Azimuth Mark                     Grid Az
 GV5772:SPC VA S     -  SMITH                                    081 39 46.5
 GV5772:UTM  18      -  SMITH                                    083 47 37.5
 GV5772
 GV5772|---------------------------------------------------------------------|
 GV5772| PID    Reference Object                     Distance      Geod. Az  |
 GV5772|                                                           dddmmss.s |
 GV5772| GV5705 SMITH                               441.549 METERS 0821456.9 |
 GV5772| GV5780 50                                  APPROX. 0.7 KM 2362216.4 |
 GV5772| DC5505 49 RM                                18.358 METERS 34735     |
 GV5772|---------------------------------------------------------------------|
 GV5772
 GV5772                          SUPERSEDED SURVEY CONTROL
 GV5772
 GV5772  NAD 83(1986)-  37 32 12.82746(N)    077 32 02.86129(W) AD(       ) 2
 GV5772  NAD 27      -  37 32 12.29779(N)    077 32 03.91141(W) AD(       ) 2
 GV5772  NGVD 29 (07/19/86)   73.00   (m)          239.5    (f) LEVELING    3  
 GV5772
 GV5772.Superseded values are not recommended for survey control.
 GV5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5772.See file dsdata.txt to determine how the superseded data were derived.
 GV5772
 GV5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7610057452(NAD 83)
 GV5772_MARKER: Z = SEE DESCRIPTION
 GV5772_SETTING: 0 = UNSPECIFIED SETTING
 GV5772
 GV5772  HISTORY     - Date     Condition        Report By
 GV5772  HISTORY     - 1972     MONUMENTED       VA2060
 GV5772  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5772  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5772  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5772
 GV5772                          STATION DESCRIPTION
 GV5772
 GV5772'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5772'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5772'BUFORD RD., THENCE NORTH 0.05 MILE TO INTERSECTION WITH FOREST
 GV5772'HILL AVE., THENCE EAST ON FOREST HILL AVE. 1.60 MILES TO POINT
 GV5772'NO. 49.
 GV5772'
 GV5772'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5772'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5772'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5772'ABOUT 8 INCHES BELOW GROUND.
 GV5772'
 GV5772'38.8 FEET N. OF E.P. OF FOREST HILL AVE., 11.3 FEET N.E. OF METAL
 GV5772'SIGN POST, 13.2 FEET N.E. OF METAL LIGHT POST, 14.2 FEET E. OF
 GV5772'PAVED SER. STA. LOT.
 GV5772'
 GV5772'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5772'CENTER OF PIN, SET FLUSH TO GROUND.  24.1 FEET E. OF PAVED SER.
 GV5772'STA. LOT, 42.0 FEET S. OF 20 INCHES OAK TREE, 70.3 FEET S.E. OF
 GV5772'10 INCHES PINE TREE.
 GV5772'
 GV5772'DISTANCE BETWEEN PT. 49 AND R.M. IS 60.24 FT., 18.358 M.
 GV5772'
 GV5772'NEAREST TOWN--RICHMOND.
 GV5772
 GV5772                          STATION RECOVERY (1995)
 GV5772
 GV5772'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5772'MARK NOT FOUND.
 GV5772
 GV5772                          STATION RECOVERY (1999)
 GV5772
 GV5772'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5772'MARK NOT FOUND.
 GV5772
 GV5772                          STATION RECOVERY (2004)
 GV5772
 GV5772'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0975 ***********************************************************************
 GV0975  DESIGNATION -  49 USGS
 GV0975  PID         -  GV0975
 GV0975  STATE/COUNTY-  VA/KING WILLIAM
 GV0975  USGS QUAD   -  WEST POINT (1986)
 GV0975
 GV0975                         *CURRENT SURVEY CONTROL
 GV0975  ___________________________________________________________________
 GV0975* NAD 83(1986)-  37 34 26.     (N)    076 51 02.     (W)     SCALED    
 GV0975* NAVD 88     -        14.523  (meters)      47.65   (feet)  ADJUSTED  
 GV0975  ___________________________________________________________________
 GV0975  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 GV0975  DYNAMIC HT  -          14.513 (meters)      47.61  (feet)  COMP
 GV0975  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV0975
 GV0975  VERT ORDER  -  SECOND    CLASS 0
 GV0975
 GV0975.The horizontal coordinates were scaled from a topographic map and have
 GV0975.an estimated accuracy of +/- 6 seconds.
 GV0975
 GV0975.The orthometric height was determined by differential leveling
 GV0975.and adjusted by the National Geodetic Survey in June 1991..
 GV0975
 GV0975.The geoid height was determined by GEOID03.
 GV0975
 GV0975.The dynamic height is computed by dividing the NAVD 88
 GV0975.geopotential number by the normal gravity value computed on the
 GV0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0975.degrees latitude (g = 980.6199 gals.).
 GV0975
 GV0975.The modeled gravity was interpolated from observed gravity values.
 GV0975
 GV0975;                    North         East    Units  Estimated Accuracy
 GV0975;SPC VA S     - 1,138,940.    3,645,700.      MT  (+/- 180 meters Scaled)
 GV0975
 GV0975                          SUPERSEDED SURVEY CONTROL
 GV0975
 GV0975  NGVD 29 (??/??/??)   14.909  (m)           48.91   (f) ADJUSTED    2 0
 GV0975
 GV0975.Superseded values are not recommended for survey control.
 GV0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0975.See file dsdata.txt to determine how the superseded data were derived.
 GV0975
 GV0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG365601(NAD 83)
 GV0975_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GV0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0975_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0975_STAMPING: 48.914 VA 1917
 GV0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0975
 GV0975  HISTORY     - Date     Condition        Report By
 GV0975  HISTORY     - 1917     MONUMENTED       USGS
 GV0975  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV0975  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV0975  HISTORY     - 20010320 POOR             VADOT
 GV0975  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV0975
 GV0975                          STATION DESCRIPTION
 GV0975
 GV0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV0975'AT ROMANCOKE.
 GV0975'AT ROMANCOKE, KING WILLIAM COUNTY, ON THE SOUTHERN RAILWAY, 82
 GV0975'FEET NORTH OF THE SITE OF THE FORMER STATION, AT THE CROSSING OF
 GV0975'SECONDARY STATE HIGHWAY 635, 78 FEET NORTHEAST OF THE NORTHEAST
 GV0975'RAIL OF THE MAIN TRACK, 14 FEET NORTHEAST OF A 24-INCH SPANISH
 GV0975'OAK TREE, AND 8 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 GV0975'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 48.914 VA
 GV0975'1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 GV0975'8 INCHES ABOVE GROUND.
 GV0975
 GV0975                          STATION RECOVERY (1999)
 GV0975
 GV0975'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0975'MARK NOT FOUND.
 GV0975
 GV0975                          STATION RECOVERY (2001)
 GV0975
 GV0975'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (GRA)
 GV0975'STATION WAS FOUND LAYING ON ITS SIDE IN THE DITCH LINE OF ROMANCOKE
 GV0975'ROAD.
 GV0975
 GV0975                          STATION RECOVERY (2003)
 GV0975
 GV0975'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0734 ***********************************************************************
 GW0734  DESIGNATION -  492.86
 GW0734  PID         -  GW0734
 GW0734  STATE/COUNTY-  VA/ALBEMARLE
 GW0734  USGS QUAD   -  ALBERENE (1980)
 GW0734
 GW0734                         *CURRENT SURVEY CONTROL
 GW0734  ___________________________________________________________________
 GW0734* NAD 83(1986)-  37 58 17.     (N)    078 30 47.     (W)     SCALED    
 GW0734* NAVD 88     -       150.018  (meters)     492.18   (feet)  ADJUSTED  
 GW0734  ___________________________________________________________________
 GW0734  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW0734  DYNAMIC HT  -         149.914 (meters)     491.84  (feet)  COMP
 GW0734  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 GW0734
 GW0734  VERT ORDER  -  SECOND    CLASS 0
 GW0734
 GW0734.The horizontal coordinates were scaled from a topographic map and have
 GW0734.an estimated accuracy of +/- 6 seconds.
 GW0734
 GW0734.The orthometric height was determined by differential leveling
 GW0734.and adjusted by the National Geodetic Survey in June 1991..
 GW0734
 GW0734.The geoid height was determined by GEOID03.
 GW0734
 GW0734.The dynamic height is computed by dividing the NAVD 88
 GW0734.geopotential number by the normal gravity value computed on the
 GW0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0734.degrees latitude (g = 980.6199 gals.).
 GW0734
 GW0734.The modeled gravity was interpolated from observed gravity values.
 GW0734
 GW0734;                    North         East    Units  Estimated Accuracy
 GW0734;SPC VA S     - 1,181,790.    3,498,850.      MT  (+/- 180 meters Scaled)
 GW0734
 GW0734                          SUPERSEDED SURVEY CONTROL
 GW0734
 GW0734  NGVD 29 (??/??/92)  150.266  (m)          493.00   (f) ADJ UNCH    2 0
 GW0734
 GW0734.Superseded values are not recommended for survey control.
 GW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0734.See file dsdata.txt to determine how the superseded data were derived.
 GW0734
 GW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC184055(NAD 83)
 GW0734_MARKER: Q = CHISELED SQUARE
 GW0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0734_SP_SET: CULVERT
 GW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0734
 GW0734  HISTORY     - Date     Condition        Report By
 GW0734  HISTORY     - UNK      MONUMENTED       USGS
 GW0734  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0734
 GW0734                          STATION DESCRIPTION
 GW0734
 GW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0734'5.3 MI SW FROM CHARLOTTESVILLE.
 GW0734'1.5 MILES SOUTH ALONG STATE HIGHWAY 239, THENCE ABOUT 3.8 MILES
 GW0734'SOUTHWEST ALONG STATE HIGHWAY 613, 100 FEET NORTH OF THE JUNCTION
 GW0734'OF PRIVATE ROADS LEADING EAST AND WEST, WEST OF THE HIGHWAY, AT
 GW0734'A CONCRETE CULVERT, AND ON THE TOP OF THE WEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0679 ***********************************************************************
 GW0679  DESIGNATION -  493.05
 GW0679  PID         -  GW0679
 GW0679  STATE/COUNTY-  VA/NELSON
 GW0679  USGS QUAD   -  LOVINGSTON (1984)
 GW0679
 GW0679                         *CURRENT SURVEY CONTROL
 GW0679  ___________________________________________________________________
 GW0679* NAD 83(1986)-  37 48 16.     (N)    078 45 10.     (W)     SCALED    
 GW0679* NAVD 88     -       150.199  (meters)     492.78   (feet)  ADJUSTED  
 GW0679  ___________________________________________________________________
 GW0679  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW0679  DYNAMIC HT  -         150.092 (meters)     492.43  (feet)  COMP
 GW0679  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 GW0679
 GW0679  VERT ORDER  -  SECOND    CLASS 0
 GW0679
 GW0679.The horizontal coordinates were scaled from a topographic map and have
 GW0679.an estimated accuracy of +/- 6 seconds.
 GW0679
 GW0679.The orthometric height was determined by differential leveling
 GW0679.and adjusted by the National Geodetic Survey in June 1991..
 GW0679
 GW0679.The geoid height was determined by GEOID03.
 GW0679
 GW0679.The dynamic height is computed by dividing the NAVD 88
 GW0679.geopotential number by the normal gravity value computed on the
 GW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0679.degrees latitude (g = 980.6199 gals.).
 GW0679
 GW0679.The modeled gravity was interpolated from observed gravity values.
 GW0679
 GW0679;                    North         East    Units  Estimated Accuracy
 GW0679;SPC VA S     - 1,163,290.    3,477,740.      MT  (+/- 180 meters Scaled)
 GW0679
 GW0679                          SUPERSEDED SURVEY CONTROL
 GW0679
 GW0679  NGVD 29 (??/??/92)  150.365  (m)          493.32   (f) ADJ UNCH    2 0
 GW0679
 GW0679.Superseded values are not recommended for survey control.
 GW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0679.See file dsdata.txt to determine how the superseded data were derived.
 GW0679
 GW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB978864(NAD 83)
 GW0679_MARKER: Q = CHISELED SQUARE
 GW0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0679_SP_SET: CONCRETE BASE
 GW0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0679
 GW0679  HISTORY     - Date     Condition        Report By
 GW0679  HISTORY     - UNK      MONUMENTED       USGS
 GW0679  HISTORY     - 1935     GOOD             NGS
 GW0679
 GW0679                          STATION DESCRIPTION
 GW0679
 GW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0679'AT ROCKFISH.
 GW0679'AT ROCKFISH, NELSON COUNTY, 1200 FEET WEST OF THE SOUTHERN RAILWAY
 GW0679'STATION, AT THE JUNCTION OF THE NELSON AND ALBEMARLE RAILWAY, AT
 GW0679'ELECTRIC SIGNAL 134.5, ON THE TOP OF THE SOUTHEAST CORNER OF THE
 GW0679'CONCRETE BASE, AND 10 FEET WEST OF THE CENTERLINE OF THE TRACK.
 GW0679'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0080 ***********************************************************************
 GW0080  DESIGNATION -  496 USE
 GW0080  PID         -  GW0080
 GW0080  STATE/COUNTY-  VA/LOUISA
 GW0080  USGS QUAD   -  FERNCLIFF (1984)
 GW0080
 GW0080                         *CURRENT SURVEY CONTROL
 GW0080  ___________________________________________________________________
 GW0080* NAD 83(1986)-  37 58 51.     (N)    078 02 55.     (W)     SCALED    
 GW0080* NAVD 88     -        92.890  (meters)     304.76   (feet)  ADJUSTED  
 GW0080  ___________________________________________________________________
 GW0080  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW0080  DYNAMIC HT  -          92.828 (meters)     304.55  (feet)  COMP
 GW0080  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 GW0080
 GW0080  VERT ORDER  -  SECOND    CLASS 0
 GW0080
 GW0080.The horizontal coordinates were scaled from a topographic map and have
 GW0080.an estimated accuracy of +/- 6 seconds.
 GW0080
 GW0080.The orthometric height was determined by differential leveling
 GW0080.and adjusted by the National Geodetic Survey in June 1991..
 GW0080
 GW0080.The geoid height was determined by GEOID03.
 GW0080
 GW0080.The dynamic height is computed by dividing the NAVD 88
 GW0080.geopotential number by the normal gravity value computed on the
 GW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0080.degrees latitude (g = 980.6199 gals.).
 GW0080
 GW0080.The modeled gravity was interpolated from observed gravity values.
 GW0080
 GW0080;                    North         East    Units  Estimated Accuracy
 GW0080;SPC VA S     - 1,182,930.    3,539,660.      MT  (+/- 180 meters Scaled)
 GW0080
 GW0080                          SUPERSEDED SURVEY CONTROL
 GW0080
 GW0080  NGVD 29 (??/??/92)   93.134  (m)          305.56   (f) ADJ UNCH    2 0
 GW0080
 GW0080.Superseded values are not recommended for survey control.
 GW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0080.See file dsdata.txt to determine how the superseded data were derived.
 GW0080
 GW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC592077(NAD 83)
 GW0080_MARKER: DD = SURVEY DISK
 GW0080_SETTING: 66 = SET IN ROCK OUTCROP
 GW0080_SP_SET: ROCK OUTCROP
 GW0080_STAMPING: 496
 GW0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0080+STABILITY: POSITION/ELEVATION WELL
 GW0080
 GW0080  HISTORY     - Date     Condition        Report By
 GW0080  HISTORY     - UNK      MONUMENTED       DOD
 GW0080  HISTORY     - 1935     GOOD             NGS
 GW0080  HISTORY     - 1962     GOOD             NGS
 GW0080  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0080  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0080
 GW0080                          STATION DESCRIPTION
 GW0080
 GW0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0080'1.7 MI NE FROM BUTLERS STORE.
 GW0080'1.7 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 659 FROM THE
 GW0080'ROAD JUNCTION AT BUTLERS STORE, LOUISA COUNTY, ABOUT 250 FEET
 GW0080'SOUTHWEST OF A BRIDGE OVER SOUTH ANNA RIVER, 75 FEET NORTH OF
 GW0080'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.
 GW0080'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 496.
 GW0080
 GW0080                          STATION RECOVERY (1962)
 GW0080
 GW0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0080'RECOVERED IN GOOD CONDITION.
 GW0080
 GW0080                          STATION RECOVERY (1998)
 GW0080
 GW0080'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0080'MARK NOT FOUND.
 GW0080
 GW0080                          STATION RECOVERY (2002)
 GW0080
 GW0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2635 ***********************************************************************
 GV2635  DESIGNATION -  497 A C OF R
 GV2635  PID         -  GV2635
 GV2635  STATE/COUNTY-  VA/CHESTERFIELD
 GV2635  USGS QUAD   -  BON AIR (1994)
 GV2635
 GV2635                         *CURRENT SURVEY CONTROL
 GV2635  ___________________________________________________________________
 GV2635* NAD 83(1986)-  37 30 46.     (N)    077 31 30.     (W)     SCALED    
 GV2635* NAVD 88     -        76.746  (meters)     251.79   (feet)  ADJUSTED  
 GV2635  ___________________________________________________________________
 GV2635  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2635  DYNAMIC HT  -          76.693 (meters)     251.62  (feet)  COMP
 GV2635  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV2635
 GV2635  VERT ORDER  -  SECOND    CLASS 0
 GV2635
 GV2635.The horizontal coordinates were scaled from a topographic map and have
 GV2635.an estimated accuracy of +/- 6 seconds.
 GV2635
 GV2635.The orthometric height was determined by differential leveling
 GV2635.and adjusted by the National Geodetic Survey in June 1991..
 GV2635
 GV2635.The geoid height was determined by GEOID03.
 GV2635
 GV2635.The dynamic height is computed by dividing the NAVD 88
 GV2635.geopotential number by the normal gravity value computed on the
 GV2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2635.degrees latitude (g = 980.6199 gals.).
 GV2635
 GV2635.The modeled gravity was interpolated from observed gravity values.
 GV2635
 GV2635;                    North         East    Units  Estimated Accuracy
 GV2635;SPC VA S     - 1,131,330.    3,586,190.      MT  (+/- 180 meters Scaled)
 GV2635
 GV2635                          SUPERSEDED SURVEY CONTROL
 GV2635
 GV2635  NGVD 29 (??/??/??)   77.060  (m)          252.82   (f) ADJUSTED    2 0
 GV2635
 GV2635.Superseded values are not recommended for survey control.
 GV2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2635.See file dsdata.txt to determine how the superseded data were derived.
 GV2635
 GV2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG768547(NAD 83)
 GV2635_MARKER: DD = SURVEY DISK
 GV2635_SETTING: 0 = UNSPECIFIED SETTING
 GV2635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2635
 GV2635  HISTORY     - Date     Condition        Report By
 GV2635  HISTORY     - UNK      MONUMENTED       VA2060
 GV2635  HISTORY     - 1972     GOOD             NGS
 GV2635  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2635  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2635  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2635
 GV2635                          STATION DESCRIPTION
 GV2635
 GV2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2635'AT RICHMOND.
 GV2635'FROM JAHNKE ROAD GO SOUTH ON MARLOWE ROAD.  295 FEET SOUTHWEST
 GV2635'OF THE SOUTHWEST SIDE OF A ONE-STORY BRICK HOUSE NO. 901 MARLOWE
 GV2635'ROAD, 24.5 FEET SOUTHEAST OF MARLOWE ROAD PROJECTED (WOODED),
 GV2635'30.5 FEET SOUTHEAST OF THE CENTERLINE OF WOODED ROAD, 32 FEET
 GV2635'SOUTH OF A 3.2 FEET OAK, 32 FEET SOUTHEAST OF A 3.2 FEET OAK,
 GV2635'53.5 FEET SOUTHWEST OF A 3 FEET OAK.
 GV2635
 GV2635                          STATION RECOVERY (1989)
 GV2635
 GV2635'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2635'MARK NOT FOUND.
 GV2635
 GV2635                          STATION RECOVERY (2000)
 GV2635
 GV2635'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2635'MARK NOT FOUND.
 GV2635
 GV2635                          STATION RECOVERY (2004)
 GV2635
 GV2635'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0453 ***********************************************************************
 HW0453  DESIGNATION -  497.42 USGS
 HW0453  PID         -  HW0453
 HW0453  STATE/COUNTY-  VA/ORANGE
 HW0453  USGS QUAD   -  ORANGE (1994)
 HW0453
 HW0453                         *CURRENT SURVEY CONTROL
 HW0453  ___________________________________________________________________
 HW0453* NAD 83(1986)-  38 13 02.     (N)    078 07 25.     (W)     SCALED    
 HW0453* NAVD 88     -       151.422  (meters)     496.79   (feet)  ADJUSTED  
 HW0453  ___________________________________________________________________
 HW0453  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0453  DYNAMIC HT  -         151.323 (meters)     496.47  (feet)  COMP
 HW0453  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HW0453
 HW0453  VERT ORDER  -  SECOND    CLASS 0
 HW0453
 HW0453.The horizontal coordinates were scaled from a topographic map and have
 HW0453.an estimated accuracy of +/- 6 seconds.
 HW0453
 HW0453.The orthometric height was determined by differential leveling
 HW0453.and adjusted by the National Geodetic Survey in June 1991..
 HW0453
 HW0453.The geoid height was determined by GEOID03.
 HW0453
 HW0453.The dynamic height is computed by dividing the NAVD 88
 HW0453.geopotential number by the normal gravity value computed on the
 HW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0453.degrees latitude (g = 980.6199 gals.).
 HW0453
 HW0453.The modeled gravity was interpolated from observed gravity values.
 HW0453
 HW0453;                    North         East    Units  Estimated Accuracy
 HW0453;SPC VA N     - 2,061,180.    3,532,960.      MT  (+/- 180 meters Scaled)
 HW0453
 HW0453                          SUPERSEDED SURVEY CONTROL
 HW0453
 HW0453  NGVD 29 (??/??/92)  151.652  (m)          497.54   (f) ADJ UNCH    2 0
 HW0453
 HW0453.Superseded values are not recommended for survey control.
 HW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0453.See file dsdata.txt to determine how the superseded data were derived.
 HW0453
 HW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC518338(NAD 83)
 HW0453_MARKER: Q = CHISELED SQUARE
 HW0453_SETTING: 66 = SET IN ROCK OUTCROP
 HW0453_SP_SET: ROCK OUTCROP
 HW0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0453+STABILITY: POSITION/ELEVATION WELL
 HW0453
 HW0453  HISTORY     - Date     Condition        Report By
 HW0453  HISTORY     - UNK      MONUMENTED       USGS
 HW0453  HISTORY     - 1935     GOOD             NGS
 HW0453  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0453  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0453  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0453
 HW0453                          STATION DESCRIPTION
 HW0453
 HW0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0453'2.1 MI S FROM ORANGE.
 HW0453'ABOUT 2.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW0453'THE SOUTHERN RAILWAY STATION AT ORANGE, ORANGE COUNTY, ABOUT 195
 HW0453'FEET SOUTH OF THE CENTER OF A ROAD CROSSING, EAST OF THE TRACK,
 HW0453'AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE.
 HW0453
 HW0453                          STATION RECOVERY (1984)
 HW0453
 HW0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0453'NOT RECOVERED, A ROCK OUTCROP WAS FOUND IN THE GENERAL LOCALITY OF THE
 HW0453'DESCRIBED LOCATION, BUT NO CHISELED SQUARE WAS FOUND.
 HW0453
 HW0453                          STATION RECOVERY (1998)
 HW0453
 HW0453'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0453'MARK NOT FOUND.
 HW0453
 HW0453                          STATION RECOVERY (2003)
 HW0453
 HW0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0510 ***********************************************************************
 GW0510  DESIGNATION -  497.51
 GW0510  PID         -  GW0510
 GW0510  STATE/COUNTY-  VA/CHARLOTTE
 GW0510  USGS QUAD   -  CHARLOTTE COURT HOUSE (1987)
 GW0510
 GW0510                         *CURRENT SURVEY CONTROL
 GW0510  ___________________________________________________________________
 GW0510* NAD 83(1986)-  37 06 49.     (N)    078 39 37.     (W)     SCALED    
 GW0510* NAVD 88     -       151.176  (meters)     495.98   (feet)  ADJUSTED  
 GW0510  ___________________________________________________________________
 GW0510  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GW0510  DYNAMIC HT  -         151.066 (meters)     495.62  (feet)  COMP
 GW0510  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 GW0510
 GW0510  VERT ORDER  -  SECOND    CLASS 0
 GW0510
 GW0510.The horizontal coordinates were scaled from a topographic map and have
 GW0510.an estimated accuracy of +/- 6 seconds.
 GW0510
 GW0510.The orthometric height was determined by differential leveling
 GW0510.and adjusted by the National Geodetic Survey in June 1991..
 GW0510
 GW0510.The geoid height was determined by GEOID03.
 GW0510
 GW0510.The dynamic height is computed by dividing the NAVD 88
 GW0510.geopotential number by the normal gravity value computed on the
 GW0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0510.degrees latitude (g = 980.6199 gals.).
 GW0510
 GW0510.The modeled gravity was interpolated from observed gravity values.
 GW0510
 GW0510;                    North         East    Units  Estimated Accuracy
 GW0510;SPC VA S     - 1,086,600.    3,485,760.      MT  (+/- 180 meters Scaled)
 GW0510
 GW0510                          SUPERSEDED SURVEY CONTROL
 GW0510
 GW0510  NGVD 29 (??/??/92)  151.426  (m)          496.80   (f) ADJ UNCH    2 0
 GW0510
 GW0510.Superseded values are not recommended for survey control.
 GW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0510.See file dsdata.txt to determine how the superseded data were derived.
 GW0510
 GW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB078100(NAD 83)
 GW0510_MARKER: T = CHISELED TRIANGLE
 GW0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0510_SP_SET: BRIDGE
 GW0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0510
 GW0510  HISTORY     - Date     Condition        Report By
 GW0510  HISTORY     - UNK      MONUMENTED       VARR
 GW0510  HISTORY     - 1934     GOOD             NGS
 GW0510  HISTORY     - 1965     MARK NOT FOUND   NGS
 GW0510  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0510
 GW0510                          STATION DESCRIPTION
 GW0510
 GW0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0510'0.7 MI W FROM CULLEN.
 GW0510'0.7 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GW0510'CULLEN, CHARLOTTE COUNTY, 0.5 MILE WEST OF MILEPOST 151, AT THE
 GW0510'BRIDGE OVER THE WEST BRANCH OF WARDS FORK, IN THE TOP OF THE
 GW0510'NORTH END OF THE EAST BACK WALL, AND 3 YARDS NORTH OF THE
 GW0510'CENTERLINE OF THE TRACK.  A CHISELED TRIANGLE, MARKED WITH THE
 GW0510'PAINTED LETTERS B.M.
 GW0510
 GW0510                          STATION RECOVERY (1965)
 GW0510
 GW0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0510'MARK NOT FOUND.
 GW0510
 GW0510                          STATION RECOVERY (2001)
 GW0510
 GW0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW0510'CONCRETE WORK AT THE BACK WALLS OF THE RAILWAY BRIDGE HAS PROBABLY
 GW0510'BEEN REPLACED.  NO EVIDENCE OF CHISELLED TRIANGLE MARKER WAS FOUND ON
 GW0510'THE CURRENT NORTH BACKWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2617 ***********************************************************************
 GV2617  DESIGNATION -  498 A C OF R
 GV2617  PID         -  GV2617
 GV2617  STATE/COUNTY-  VA/CHESTERFIELD
 GV2617  USGS QUAD   -  BON AIR (1994)
 GV2617
 GV2617                         *CURRENT SURVEY CONTROL
 GV2617  ___________________________________________________________________
 GV2617* NAD 83(1986)-  37 30 22.     (N)    077 31 12.     (W)     SCALED    
 GV2617* NAVD 88     -        73.112  (meters)     239.87   (feet)  ADJUSTED  
 GV2617  ___________________________________________________________________
 GV2617  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2617  DYNAMIC HT  -          73.062 (meters)     239.70  (feet)  COMP
 GV2617  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 GV2617
 GV2617  VERT ORDER  -  SECOND    CLASS 0
 GV2617
 GV2617.The horizontal coordinates were scaled from a topographic map and have
 GV2617.an estimated accuracy of +/- 6 seconds.
 GV2617
 GV2617.The orthometric height was determined by differential leveling
 GV2617.and adjusted by the National Geodetic Survey in June 1991..
 GV2617
 GV2617.The geoid height was determined by GEOID03.
 GV2617
 GV2617.The dynamic height is computed by dividing the NAVD 88
 GV2617.geopotential number by the normal gravity value computed on the
 GV2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2617.degrees latitude (g = 980.6199 gals.).
 GV2617
 GV2617.The modeled gravity was interpolated from observed gravity values.
 GV2617
 GV2617;                    North         East    Units  Estimated Accuracy
 GV2617;SPC VA S     - 1,130,600.    3,586,640.      MT  (+/- 180 meters Scaled)
 GV2617
 GV2617                          SUPERSEDED SURVEY CONTROL
 GV2617
 GV2617  NGVD 29 (??/??/??)   73.425  (m)          240.90   (f) ADJUSTED    2 0
 GV2617
 GV2617.Superseded values are not recommended for survey control.
 GV2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2617.See file dsdata.txt to determine how the superseded data were derived.
 GV2617
 GV2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG772540(NAD 83)
 GV2617_MARKER: DD = SURVEY DISK
 GV2617_SETTING: 0 = UNSPECIFIED SETTING
 GV2617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2617+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2617
 GV2617  HISTORY     - Date     Condition        Report By
 GV2617  HISTORY     - UNK      MONUMENTED       VA2060
 GV2617  HISTORY     - 1972     GOOD             NGS
 GV2617  HISTORY     - 1987     GOOD             USPSQD
 GV2617  HISTORY     - 20000224 GOOD             USPSQD
 GV2617  HISTORY     - 20041109 GOOD             USPSQD
 GV2617
 GV2617                          STATION DESCRIPTION
 GV2617
 GV2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2617'AT RICHMOND.
 GV2617'12 FEET SOUTHWEST OF THE CENTERLINE OF WARWICK ROAD, 188 FEET
 GV2617'SOUTHEAST OF THE CENTERLINE OF ARCADIA STREET, 32.5 FEET NORTHWEST
 GV2617'OF VEPCO POLE NO. MD49, 65.5 FEET NORTH OF THE NORTH CORNER OF
 GV2617'A FRAME HOUSE NO. 6727 WARWICK ROAD, 72 FEET SOUTHEAST OF THE
 GV2617'NORTHEAST CORNER OF BRICK HOUSE NO. 235 ARCADIA STREET.
 GV2617
 GV2617                          STATION RECOVERY (1987)
 GV2617
 GV2617'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRM)
 GV2617'RECOVERED IN GOOD CONDITION.
 GV2617
 GV2617                          STATION RECOVERY (2000)
 GV2617
 GV2617'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2617'RECOVERED IN GOOD CONDITION.
 GV2617
 GV2617                          STATION RECOVERY (2004)
 GV2617
 GV2617'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2618 ***********************************************************************
 GV2618  DESIGNATION -  498 C OF R
 GV2618  PID         -  GV2618
 GV2618  STATE/COUNTY-  VA/CHESTERFIELD
 GV2618  USGS QUAD   -  BON AIR (1994)
 GV2618
 GV2618                         *CURRENT SURVEY CONTROL
 GV2618  ___________________________________________________________________
 GV2618* NAD 83(1986)-  37 30 23.     (N)    077 31 16.     (W)     SCALED    
 GV2618* NAVD 88     -        73.637  (meters)     241.59   (feet)  ADJUSTED  
 GV2618  ___________________________________________________________________
 GV2618  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV2618  DYNAMIC HT  -          73.586 (meters)     241.42  (feet)  COMP
 GV2618  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 GV2618
 GV2618  VERT ORDER  -  SECOND    CLASS 0
 GV2618
 GV2618.The horizontal coordinates were scaled from a topographic map and have
 GV2618.an estimated accuracy of +/- 6 seconds.
 GV2618
 GV2618.The orthometric height was determined by differential leveling
 GV2618.and adjusted by the National Geodetic Survey in June 1991..
 GV2618
 GV2618.The geoid height was determined by GEOID03.
 GV2618
 GV2618.The dynamic height is computed by dividing the NAVD 88
 GV2618.geopotential number by the normal gravity value computed on the
 GV2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2618.degrees latitude (g = 980.6199 gals.).
 GV2618
 GV2618.The modeled gravity was interpolated from observed gravity values.
 GV2618
 GV2618;                    North         East    Units  Estimated Accuracy
 GV2618;SPC VA S     - 1,130,630.    3,586,550.      MT  (+/- 180 meters Scaled)
 GV2618
 GV2618                          SUPERSEDED SURVEY CONTROL
 GV2618
 GV2618  NGVD 29 (??/??/??)   73.950  (m)          242.62   (f) ADJUSTED    2 0
 GV2618
 GV2618.Superseded values are not recommended for survey control.
 GV2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2618.See file dsdata.txt to determine how the superseded data were derived.
 GV2618
 GV2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG771540(NAD 83)
 GV2618_MARKER: DD = SURVEY DISK
 GV2618_SETTING: 0 = UNSPECIFIED SETTING
 GV2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2618
 GV2618  HISTORY     - Date     Condition        Report By
 GV2618  HISTORY     - UNK      MONUMENTED       VA2060
 GV2618  HISTORY     - 1972     GOOD             NGS
 GV2618  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2618  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2618  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2618
 GV2618                          STATION DESCRIPTION
 GV2618
 GV2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2618'AT RICHMOND.
 GV2618'212 FEET NORTHWEST OF THE CENTERLINE OF ARCADIA STREET, 23 FEET
 GV2618'NORTHEAST OF THE CENTERLINE OF WARWICK ROAD PROJECTED (PRIVATE
 GV2618'DRIVE), 37.5 FEET NORTH OF VEPCO POLE NO. 67432, 21.5 FEET WEST
 GV2618'OF VEPCO POLE NO. 67433, 5 FEET NORTHEAST OF A 1.5 FEET GUM.
 GV2618
 GV2618                          STATION RECOVERY (1987)
 GV2618
 GV2618'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAB)
 GV2618'MARK NOT FOUND.
 GV2618
 GV2618                          STATION RECOVERY (2000)
 GV2618
 GV2618'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2618'MARK NOT FOUND.
 GV2618
 GV2618                          STATION RECOVERY (2004)
 GV2618
 GV2618'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2426 ***********************************************************************
 GV2426  DESIGNATION -  499 A C OF R
 GV2426  PID         -  GV2426
 GV2426  STATE/COUNTY-  VA/C OF RICHMOND
 GV2426  USGS QUAD   -  CHESTERFIELD (1994)
 GV2426
 GV2426                         *CURRENT SURVEY CONTROL
 GV2426  ___________________________________________________________________
 GV2426* NAD 83(1986)-  37 29 51.     (N)    077 30 11.     (W)     SCALED    
 GV2426* NAVD 88     -        68.089  (meters)     223.39   (feet)  ADJUSTED  
 GV2426  ___________________________________________________________________
 GV2426  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV2426  DYNAMIC HT  -          68.041 (meters)     223.23  (feet)  COMP
 GV2426  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 GV2426
 GV2426  VERT ORDER  -  SECOND    CLASS 0
 GV2426
 GV2426.The horizontal coordinates were scaled from a topographic map and have
 GV2426.an estimated accuracy of +/- 6 seconds.
 GV2426
 GV2426.The orthometric height was determined by differential leveling
 GV2426.and adjusted by the National Geodetic Survey in June 1991..
 GV2426
 GV2426.The geoid height was determined by GEOID03.
 GV2426
 GV2426.The dynamic height is computed by dividing the NAVD 88
 GV2426.geopotential number by the normal gravity value computed on the
 GV2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2426.degrees latitude (g = 980.6199 gals.).
 GV2426
 GV2426.The modeled gravity was interpolated from observed gravity values.
 GV2426
 GV2426;                    North         East    Units  Estimated Accuracy
 GV2426;SPC VA S     - 1,129,660.    3,588,150.      MT  (+/- 180 meters Scaled)
 GV2426
 GV2426                          SUPERSEDED SURVEY CONTROL
 GV2426
 GV2426  NGVD 29 (??/??/??)   68.401  (m)          224.41   (f) ADJUSTED    2 0
 GV2426
 GV2426.Superseded values are not recommended for survey control.
 GV2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2426.See file dsdata.txt to determine how the superseded data were derived.
 GV2426
 GV2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG787530(NAD 83)
 GV2426_MARKER: DD = SURVEY DISK
 GV2426_SETTING: 0 = UNSPECIFIED SETTING
 GV2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2426
 GV2426  HISTORY     - Date     Condition        Report By
 GV2426  HISTORY     - UNK      MONUMENTED       VA2060
 GV2426  HISTORY     - 1972     GOOD             NGS
 GV2426  HISTORY     - 1990     GOOD             USPSQD
 GV2426  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2426  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2426  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2426
 GV2426                          STATION DESCRIPTION
 GV2426
 GV2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2426'AT RICHMOND.
 GV2426'LOCATED APPROXIMATELY 900 FEET EAST OF WHITEHEAD ROAD AT WARWICK
 GV2426'ROAD, 15 FEET NORTH OF THE CENTERLINE OF WARWICK ROAD, 5 FEET
 GV2426'NORTHEAST OF A SEWER MANHOLE, 38 FEET EAST OF A 3 FEET OAK, 33.5
 GV2426'FEET WEST OF THE WEST FACE OF A ONE-STORY BRICK HOUSE NO. 5836
 GV2426'WARWICK ROAD, 42.5 FEET NORTHWEST OF VEPCO POLE NO. 25654.
 GV2426
 GV2426                          STATION RECOVERY (1990)
 GV2426
 GV2426'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2426'RECOVERED IN GOOD CONDITION.
 GV2426
 GV2426                          STATION RECOVERY (1999)
 GV2426
 GV2426'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2426'MARK NOT FOUND.
 GV2426
 GV2426                          STATION RECOVERY (2003)
 GV2426
 GV2426'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2426'MARK NOT FOUND.
 GV2426
 GV2426                          STATION RECOVERY (2005)
 GV2426
 GV2426'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2425 ***********************************************************************
 GV2425  DESIGNATION -  499 C OF R
 GV2425  PID         -  GV2425
 GV2425  STATE/COUNTY-  VA/C OF RICHMOND
 GV2425  USGS QUAD   -  CHESTERFIELD (1994)
 GV2425
 GV2425                         *CURRENT SURVEY CONTROL
 GV2425  ___________________________________________________________________
 GV2425* NAD 83(1986)-  37 29 51.     (N)    077 30 23.     (W)     SCALED    
 GV2425* NAVD 88     -        69.632  (meters)     228.45   (feet)  ADJUSTED  
 GV2425  ___________________________________________________________________
 GV2425  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV2425  DYNAMIC HT  -          69.584 (meters)     228.29  (feet)  COMP
 GV2425  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 GV2425
 GV2425  VERT ORDER  -  SECOND    CLASS 0
 GV2425
 GV2425.The horizontal coordinates were scaled from a topographic map and have
 GV2425.an estimated accuracy of +/- 6 seconds.
 GV2425
 GV2425.The orthometric height was determined by differential leveling
 GV2425.and adjusted by the National Geodetic Survey in June 1991..
 GV2425
 GV2425.The geoid height was determined by GEOID03.
 GV2425
 GV2425.The dynamic height is computed by dividing the NAVD 88
 GV2425.geopotential number by the normal gravity value computed on the
 GV2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2425.degrees latitude (g = 980.6199 gals.).
 GV2425
 GV2425.The modeled gravity was interpolated from observed gravity values.
 GV2425
 GV2425;                    North         East    Units  Estimated Accuracy
 GV2425;SPC VA S     - 1,129,660.    3,587,860.      MT  (+/- 180 meters Scaled)
 GV2425
 GV2425                          SUPERSEDED SURVEY CONTROL
 GV2425
 GV2425  NGVD 29 (??/??/??)   69.945  (m)          229.48   (f) ADJUSTED    2 0
 GV2425
 GV2425.Superseded values are not recommended for survey control.
 GV2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2425.See file dsdata.txt to determine how the superseded data were derived.
 GV2425
 GV2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG784530(NAD 83)
 GV2425_MARKER: DD = SURVEY DISK
 GV2425_SETTING: 0 = UNSPECIFIED SETTING
 GV2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2425
 GV2425  HISTORY     - Date     Condition        Report By
 GV2425  HISTORY     - UNK      MONUMENTED       VA2060
 GV2425  HISTORY     - 1972     GOOD             NGS
 GV2425  HISTORY     - 1990     GOOD             USPSQD
 GV2425  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2425  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2425  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2425
 GV2425                          STATION DESCRIPTION
 GV2425
 GV2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2425'AT RICHMOND.
 GV2425'20.5 FEET SOUTHEAST OF THE CENTERLINE OF WHITEHEAD ROAD, 26 FEET
 GV2425'SOUTHWEST OF THE CENTERLINE OF WARWICK ROAD, 15 FEET SOUTHWEST OF
 GV2425'A FIRE HYDRANT SOUTH OF WARWICK ROAD, 37.5 FEET SOUTH A SEWER
 GV2425'MANHOLE, 54 FEET NORTHWEST OF THE NORTHEAST CORNER OF A FRAME
 GV2425'HOUSE NO. 5935 WARWICK ROAD, 35.5 FEET NORTH OF THE NORTHWEST
 GV2425'CORNER OF THE SAME FRAME HOUSE.
 GV2425
 GV2425                          STATION RECOVERY (1990)
 GV2425
 GV2425'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2425'RECOVERED IN GOOD CONDITION.
 GV2425
 GV2425                          STATION RECOVERY (1999)
 GV2425
 GV2425'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2425'MARK NOT FOUND.
 GV2425
 GV2425                          STATION RECOVERY (2003)
 GV2425
 GV2425'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2425'MARK NOT FOUND.
 GV2425
 GV2425                          STATION RECOVERY (2005)
 GV2425
 GV2425'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0204 ***********************************************************************
 FW0204  DESIGNATION -  5
 FW0204  PID         -  FW0204
 FW0204  STATE/COUNTY-  VA/ACCOMACK
 FW0204  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0204
 FW0204                         *CURRENT SURVEY CONTROL
 FW0204  ___________________________________________________________________
 FW0204* NAD 83(1986)-  37 52 35.     (N)    075 26 37.     (W)     SCALED    
 FW0204* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 FW0204  ___________________________________________________________________
 FW0204  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0204  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 FW0204  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 FW0204
 FW0204  VERT ORDER  -  FIRST     CLASS I
 FW0204
 FW0204.The horizontal coordinates were scaled from a topographic map and have
 FW0204.an estimated accuracy of +/- 6 seconds.
 FW0204
 FW0204.The orthometric height was determined by differential leveling
 FW0204.and adjusted by the National Geodetic Survey in June 1991..
 FW0204
 FW0204.The geoid height was determined by GEOID03.
 FW0204
 FW0204.The dynamic height is computed by dividing the NAVD 88
 FW0204.geopotential number by the normal gravity value computed on the
 FW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0204.degrees latitude (g = 980.6199 gals.).
 FW0204
 FW0204.The modeled gravity was interpolated from observed gravity values.
 FW0204
 FW0204;                    North         East    Units  Estimated Accuracy
 FW0204;SPC VA S     - 1,175,600.    3,768,850.      MT  (+/- 180 meters Scaled)
 FW0204
 FW0204                          SUPERSEDED SURVEY CONTROL
 FW0204
 FW0204  NGVD 29 (??/??/??)    2.140  (m)            7.02   (f) ADJUSTED    1 1
 FW0204
 FW0204.Superseded values are not recommended for survey control.
 FW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0204.See file dsdata.txt to determine how the superseded data were derived.
 FW0204
 FW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG609921(NAD 83)
 FW0204_MARKER: Q = CHISELED SQUARE
 FW0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0204_SP_SET: CONCRETE BASE
 FW0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0204
 FW0204  HISTORY     - Date     Condition        Report By
 FW0204  HISTORY     - UNK      MONUMENTED       CGS
 FW0204  HISTORY     - 1963     GOOD             CGS
 FW0204
 FW0204                          STATION DESCRIPTION
 FW0204
 FW0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0204'AT WALLOPS ISLAND.
 FW0204'AT WALLOPS ISLAND, AT THE U.S. COAST GUARD LOOKOUT TOWER, SET
 FW0204'ON TOP OF CONCRETE BASE FOR NORTH LEG OF TOWER, 113 FEET EAST
 FW0204'OF EAST CORNER OF TWO STORY WHITE HOUSE W-1, AND IS 1 FOOT ABOVE
 FW0204'LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5572 ***********************************************************************
 GV5572  DESIGNATION -  5
 GV5572  PID         -  GV5572
 GV5572  STATE/COUNTY-  VA/C OF RICHMOND
 GV5572  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5572
 GV5572                         *CURRENT SURVEY CONTROL
 GV5572  ___________________________________________________________________
 GV5572* NAD 83(1993)-  37 28 12.25992(N)    077 28 19.27156(W)     ADJUSTED  
 GV5572* NAVD 88     -        56.12   (+/-2cm)     184.1    (feet)  VERTCON   
 GV5572  ___________________________________________________________________
 GV5572  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GV5572  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5572
 GV5572  HORZ ORDER  -  SECOND
 GV5572  VERT ORDER  -  THIRD ? (See Below)
 GV5572
 GV5572.The horizontal coordinates were established by classical geodetic methods
 GV5572.and adjusted by the National Geodetic Survey in September 1995..
 GV5572
 GV5572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5572.The vertical order pertains to the NGVD 29 superseded value.
 GV5572
 GV5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5572
 GV5572.The geoid height was determined by GEOID03.
 GV5572
 GV5572;                    North         East     Units Scale Factor Converg.
 GV5572;SPC VA S     - 1,126,644.899 3,590,929.249   MT  0.99994700   +0 37 26.1
 GV5572;SPC VA S     - 3,696,334.14 11,781,240.38   sFT  0.99994700   +0 37 26.1
 GV5572;UTM  18      - 4,149,890.991   281,393.015   MT  1.00018869   -1 30 16.0
 GV5572
 GV5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5572!SPC VA S     -   0.99999639  x   0.99994700  =   0.99994339
 GV5572!UTM  18      -   0.99999639  x   1.00018869  =   1.00018507
 GV5572
 GV5572|---------------------------------------------------------------------|
 GV5572| PID    Reference Object                     Distance      Geod. Az  |
 GV5572|                                                           dddmmss.s |
 GV5572| GV5568 4                                   269.409 METERS 10823     |
 GV5572| GV5576 6                                   337.514 METERS 28917     |
 GV5572| DC5506 5 RM                                 30.315 METERS 29658     |
 GV5572|---------------------------------------------------------------------|
 GV5572
 GV5572                          SUPERSEDED SURVEY CONTROL
 GV5572
 GV5572  NAD 83(1993)-  37 28 12.25989(N)    077 28 19.27144(W) AD(       ) 2
 GV5572  NAD 83(1986)-  37 28 12.26622(N)    077 28 19.28844(W) AD(       ) 2
 GV5572  NAD 27      -  37 28 11.73467(N)    077 28 20.34171(W) AD(       ) 2
 GV5572  NGVD 29 (07/19/86)   56.43   (m)          185.1    (f) LEVELING    3  
 GV5572
 GV5572.Superseded values are not recommended for survey control.
 GV5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5572.See file dsdata.txt to determine how the superseded data were derived.
 GV5572
 GV5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8139349891(NAD 83)
 GV5572_MARKER: Z = SEE DESCRIPTION
 GV5572_SETTING: 0 = UNSPECIFIED SETTING
 GV5572
 GV5572  HISTORY     - Date     Condition        Report By
 GV5572  HISTORY     - 1972     MONUMENTED       VA2060
 GV5572  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5572  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5572  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5572
 GV5572                          STATION DESCRIPTION
 GV5572
 GV5572'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5572'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5572'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 1.75 MILES
 GV5572'TO POINT NO 5.
 GV5572'
 GV5572'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5572'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5572'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5572'10 INCH BELOW GROUND.
 GV5572'
 GV5572'27.0 FEET S. W. 12 INCH GUM, 8.0 FEET S. W. 12 INCH GUM, 24.0 FEET
 GV5572'N. C/L WALMSLEY BLVD.
 GV5572'
 GV5572'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5572'CENTER OF PIN, SET FLUSH TO GROUND.  65.2 FEET S. W. 18 INCH PINE,
 GV5572'45.0 FEET S. W. 10 INCH MAPLE, 30.0 FEET E. CLYDEWOOD AVE.
 GV5572'
 GV5572'DISTANCE BETWEEN PT. 5 AND R. M. IS 99.47 FT., 30.315 M.
 GV5572'
 GV5572'NEAREST TOWN--RICHMOND.
 GV5572
 GV5572                          STATION RECOVERY (1995)
 GV5572
 GV5572'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5572'MARK NOT FOUND.
 GV5572
 GV5572                          STATION RECOVERY (1999)
 GV5572
 GV5572'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5572'MARK NOT FOUND.
 GV5572
 GV5572                          STATION RECOVERY (2004)
 GV5572
 GV5572'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5572'SITE IS NOW COVERED BY SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1951 ***********************************************************************
 GX1951  DESIGNATION -  5 BC
 GX1951  PID         -  GX1951
 GX1951  STATE/COUNTY-  VA/BUCHANAN
 GX1951  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1951
 GX1951                         *CURRENT SURVEY CONTROL
 GX1951  ___________________________________________________________________
 GX1951* NAD 83(1986)-  37 13 22.     (N)    081 47 01.     (W)     SCALED    
 GX1951* NAVD 88     -       864.110  (meters)    2835.00   (feet)  ADJUSTED  
 GX1951  ___________________________________________________________________
 GX1951  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GX1951  DYNAMIC HT  -         863.323 (meters)    2832.42  (feet)  COMP
 GX1951  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 GX1951
 GX1951  VERT ORDER  -  SECOND    CLASS 0
 GX1951
 GX1951.The horizontal coordinates were scaled from a topographic map and have
 GX1951.an estimated accuracy of +/- 6 seconds.
 GX1951
 GX1951.The orthometric height was determined by differential leveling
 GX1951.and adjusted by the National Geodetic Survey in June 1991..
 GX1951
 GX1951.The geoid height was determined by GEOID03.
 GX1951
 GX1951.The dynamic height is computed by dividing the NAVD 88
 GX1951.geopotential number by the normal gravity value computed on the
 GX1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1951.degrees latitude (g = 980.6199 gals.).
 GX1951
 GX1951.The modeled gravity was interpolated from observed gravity values.
 GX1951
 GX1951;                    North         East    Units  Estimated Accuracy
 GX1951;SPC VA S     - 1,103,770.    3,208,650.      MT  (+/- 180 meters Scaled)
 GX1951
 GX1951                          SUPERSEDED SURVEY CONTROL
 GX1951
 GX1951  NGVD 29 (??/??/92)  864.232  (m)         2835.40   (f) ADJ UNCH    2 0
 GX1951
 GX1951.Superseded values are not recommended for survey control.
 GX1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1951.See file dsdata.txt to determine how the superseded data were derived.
 GX1951
 GX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB304198(NAD 83)
 GX1951_MARKER: DD = SURVEY DISK
 GX1951_SETTING: 66 = SET IN ROCK OUTCROP
 GX1951_SP_SET: SET IN ROCK OUTCROP
 GX1951_STAMPING: 5 BC 1946
 GX1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1951+STABILITY: POSITION/ELEVATION WELL
 GX1951
 GX1951  HISTORY     - Date     Condition        Report By
 GX1951  HISTORY     - 1946     MONUMENTED       USGS
 GX1951  HISTORY     - 1958     GOOD             NGS
 GX1951
 GX1951                          STATION DESCRIPTION
 GX1951
 GX1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1951'7 MI SE FROM WHITEWOOD.
 GX1951'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1951'SCHOOL AT WHITEWOOD, THENCE ABOUT 2.35 MILES SOUTHEAST ALONG
 GX1951'BLACKTOP ROAD 636, 90 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 GX1951'A NARROW ROAD LEADING NORTHWEST ALONG THE TOP OF CHICKEN RIDGE,
 GX1951'31 FEET NORTHEAST OF THE CENTER LINE OF THE NARROW ROAD, 75 FEET
 GX1951'NORTHWEST OF POWER LINE POLE 330-35, ON TOP OF A RIDGE, 16 FEET
 GX1951'SOUTHEAST OF A 14-INCH MAPLE TREE, IN TOP OF A LITTLE ROCK,
 GX1951'1 1/2 FEET SOUTHWEST OF THE SOUTHWEST FENCE FOR A HOG PEN, AND
 GX1951'ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE NARROW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3380 ***********************************************************************
 HV3380  DESIGNATION -  5 D RM USGS
 HV3380  PID         -  HV3380
 HV3380  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3380  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3380
 HV3380                         *CURRENT SURVEY CONTROL
 HV3380  ___________________________________________________________________
 HV3380* NAD 83(1986)-  38 13 03.     (N)    077 34 11.     (W)     SCALED    
 HV3380* NAVD 88     -        62.621  (meters)     205.45   (feet)  ADJUSTED  
 HV3380  ___________________________________________________________________
 HV3380  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV3380  DYNAMIC HT  -          62.581 (meters)     205.32  (feet)  COMP
 HV3380  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 HV3380
 HV3380  VERT ORDER  -  SECOND    CLASS 0
 HV3380
 HV3380.The horizontal coordinates were scaled from a topographic map and have
 HV3380.an estimated accuracy of +/- 6 seconds.
 HV3380
 HV3380.The orthometric height was determined by differential leveling
 HV3380.and adjusted by the National Geodetic Survey in June 1991..
 HV3380
 HV3380.The geoid height was determined by GEOID03.
 HV3380
 HV3380.The dynamic height is computed by dividing the NAVD 88
 HV3380.geopotential number by the normal gravity value computed on the
 HV3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3380.degrees latitude (g = 980.6199 gals.).
 HV3380
 HV3380.The modeled gravity was interpolated from observed gravity values.
 HV3380
 HV3380;                    North         East    Units  Estimated Accuracy
 HV3380;SPC VA N     - 2,061,550.    3,581,460.      MT  (+/- 180 meters Scaled)
 HV3380
 HV3380                          SUPERSEDED SURVEY CONTROL
 HV3380
 HV3380  NGVD 29 (??/??/??)   62.906  (m)          206.38   (f) ADJUSTED    2 0
 HV3380
 HV3380.Superseded values are not recommended for survey control.
 HV3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3380.See file dsdata.txt to determine how the superseded data were derived.
 HV3380
 HV3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH750330(NAD 83)
 HV3380_MARKER: Q = CHISELED SQUARE
 HV3380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3380_SP_SET: CONCRETE BRIDGE
 HV3380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3380
 HV3380  HISTORY     - Date     Condition        Report By
 HV3380  HISTORY     - UNK      MONUMENTED       USGS
 HV3380  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3380  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3380
 HV3380                          STATION DESCRIPTION
 HV3380
 HV3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3380'1.5 MI NE FROM SPOTSYLVANIA.
 HV3380'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 HV3380'COURTHOUSE AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, AT A CONCRETE
 HV3380'BRIDGE OVER NY RIVER, AND ON THE TOP OF THE SOUTH END OF THE
 HV3380'EAST SIDE.  A CHISELED SQUARE.
 HV3380
 HV3380                          STATION RECOVERY (1998)
 HV3380
 HV3380'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3379 ***********************************************************************
 HV3379  DESIGNATION -  5 D USGS
 HV3379  PID         -  HV3379
 HV3379  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3379  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3379
 HV3379                         *CURRENT SURVEY CONTROL
 HV3379  ___________________________________________________________________
 HV3379* NAD 83(1986)-  38 13 02.     (N)    077 34 11.     (W)     SCALED    
 HV3379* NAVD 88     -        62.739  (meters)     205.84   (feet)  ADJUSTED  
 HV3379  ___________________________________________________________________
 HV3379  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV3379  DYNAMIC HT  -          62.699 (meters)     205.71  (feet)  COMP
 HV3379  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 HV3379
 HV3379  VERT ORDER  -  SECOND    CLASS 0
 HV3379
 HV3379.The horizontal coordinates were scaled from a topographic map and have
 HV3379.an estimated accuracy of +/- 6 seconds.
 HV3379
 HV3379.The orthometric height was determined by differential leveling
 HV3379.and adjusted by the National Geodetic Survey in June 1991..
 HV3379
 HV3379.The geoid height was determined by GEOID03.
 HV3379
 HV3379.The dynamic height is computed by dividing the NAVD 88
 HV3379.geopotential number by the normal gravity value computed on the
 HV3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3379.degrees latitude (g = 980.6199 gals.).
 HV3379
 HV3379.The modeled gravity was interpolated from observed gravity values.
 HV3379
 HV3379;                    North         East    Units  Estimated Accuracy
 HV3379;SPC VA N     - 2,061,520.    3,581,460.      MT  (+/- 180 meters Scaled)
 HV3379
 HV3379                          SUPERSEDED SURVEY CONTROL
 HV3379
 HV3379  NGVD 29 (??/??/??)   63.024  (m)          206.77   (f) ADJUSTED    2 0
 HV3379
 HV3379.Superseded values are not recommended for survey control.
 HV3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3379.See file dsdata.txt to determine how the superseded data were derived.
 HV3379
 HV3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH750330(NAD 83)
 HV3379_MARKER: DD = SURVEY DISK
 HV3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3379_STAMPING: 5 D 1929
 HV3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3379+STABILITY: SURFACE MOTION
 HV3379
 HV3379  HISTORY     - Date     Condition        Report By
 HV3379  HISTORY     - 1929     MONUMENTED       USGS
 HV3379  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3379  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3379  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV3379
 HV3379                          STATION DESCRIPTION
 HV3379
 HV3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3379'1.5 MI NE FROM SPOTSYLVANIA.
 HV3379'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 HV3379'COURTHOUSE AT SPOTSYLVANIA, SPOTSYLVANIA COUNTY, ABOUT 50 FEET
 HV3379'SOUTH OF A CONCRETE BRIDGE OVER NY RIVER, 28 FEET EAST OF THE
 HV3379'CENTER LINE OF THE HIGHWAY, AND 5 FEET SOUTHEAST OF 2 SMALL
 HV3379'POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HV3379'5 D 1929 AND SET IN THE TOP OF A CONCRETE POST.
 HV3379
 HV3379                          STATION RECOVERY (1995)
 HV3379
 HV3379'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3379'MARK NOT FOUND.
 HV3379
 HV3379                          STATION RECOVERY (1998)
 HV3379
 HV3379'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1622 ***********************************************************************
 FX1622  DESIGNATION -  5 DOP
 FX1622  PID         -  FX1622
 FX1622  STATE/COUNTY-  VA/BRUNSWICK
 FX1622  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1622
 FX1622                         *CURRENT SURVEY CONTROL
 FX1622  ___________________________________________________________________
 FX1622* NAD 83(1986)-  36 45 22.     (N)    077 50 58.     (W)     SCALED    
 FX1622* NAVD 88     -        77.760  (meters)     255.12   (feet)  ADJUSTED  
 FX1622  ___________________________________________________________________
 FX1622  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 FX1622  DYNAMIC HT  -          77.700 (meters)     254.92  (feet)  COMP
 FX1622  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 FX1622
 FX1622  VERT ORDER  -  SECOND    CLASS 0
 FX1622
 FX1622.The horizontal coordinates were scaled from a topographic map and have
 FX1622.an estimated accuracy of +/- 6 seconds.
 FX1622
 FX1622.The orthometric height was determined by differential leveling
 FX1622.and adjusted by the National Geodetic Survey in June 1991..
 FX1622
 FX1622.The geoid height was determined by GEOID03.
 FX1622
 FX1622.The dynamic height is computed by dividing the NAVD 88
 FX1622.geopotential number by the normal gravity value computed on the
 FX1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1622.degrees latitude (g = 980.6199 gals.).
 FX1622
 FX1622.The modeled gravity was interpolated from observed gravity values.
 FX1622
 FX1622;                    North         East    Units  Estimated Accuracy
 FX1622;SPC VA S     - 1,047,120.    3,558,090.      MT  (+/- 180 meters Scaled)
 FX1622
 FX1622                          SUPERSEDED SURVEY CONTROL
 FX1622
 FX1622  NGVD 29 (??/??/92)   78.088  (m)          256.19   (f) ADJ UNCH    2 0
 FX1622
 FX1622.Superseded values are not recommended for survey control.
 FX1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1622.See file dsdata.txt to determine how the superseded data were derived.
 FX1622
 FX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF456716(NAD 83)
 FX1622_MARKER: DR = REFERENCE MARK DISK
 FX1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1622_SP_SET: BRIDGE
 FX1622_STAMPING: 5 DOP 256 1961
 FX1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1622+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 FX1622
 FX1622  HISTORY     - Date     Condition        Report By
 FX1622  HISTORY     - 1961     MONUMENTED       USGS
 FX1622  HISTORY     - 1966     GOOD             NGS
 FX1622  HISTORY     - 20010224 GOOD             USPSQD
 FX1622
 FX1622                          STATION DESCRIPTION
 FX1622
 FX1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FX1622'AT LAWRENCEVILLE.
 FX1622'AT LAWRENCEVILLE, 0.2 MILE SOUTH ALONG STATE HIGHWAY 46 FROM
 FX1622'THE COURT HOUSE, 20 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 FX1622'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER THE
 FX1622'ATLANTIC AND DANVILLE RAILROAD, AND IS ABOUT 1 FOOT ABOVE THE
 FX1622'LEVEL OF THE HIGHWAY.
 FX1622
 FX1622                          STATION RECOVERY (2001)
 FX1622
 FX1622'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5366 ***********************************************************************
 HV5366  DESIGNATION -  5 KB=RM 1
 HV5366  PID         -  HV5366
 HV5366  STATE/COUNTY-  VA/KING GEORGE
 HV5366  USGS QUAD   -  DAHLGREN (1983)
 HV5366
 HV5366                         *CURRENT SURVEY CONTROL
 HV5366  ___________________________________________________________________
 HV5366* NAD 83(1993)-  38 16 53.94446(N)    077 00 07.21402(W)     ADJUSTED  
 HV5366* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5366  ___________________________________________________________________
 HV5366  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 HV5366  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HV5366
 HV5366  HORZ ORDER  -  SECOND
 HV5366
 HV5366.The horizontal coordinates were established by classical geodetic methods
 HV5366.and adjusted by the National Geodetic Survey in November 1994..
 HV5366
 HV5366.The orthometric height was scaled from a topographic map.
 HV5366
 HV5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5366
 HV5366.The geoid height was determined by GEOID03.
 HV5366
 HV5366;                    North         East     Units Scale Factor Converg.
 HV5366;SPC VA N     - 2,069,331.186 3,631,057.537   MT  0.99996546   +0 56 05.7
 HV5366;SPC VA N     - 6,789,130.73 11,912,894.60   sFT  0.99996546   +0 56 05.7
 HV5366;SPC MD       -    68,266.105   399,824.668   MT  1.00000324   -0 00 04.5
 HV5366;SPC MD       -   223,969.71  1,311,758.10   sFT  1.00000324   -0 00 04.5
 HV5366;UTM  18      - 4,238,961.262   324,895.421   MT  0.99997762   -1 14 26.2
 HV5366
 HV5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5366!SPC VA N     -   1.00000482  x   0.99996546  =   0.99997028
 HV5366!SPC MD       -   1.00000482  x   1.00000324  =   1.00000806
 HV5366!UTM  18      -   1.00000482  x   0.99997762  =   0.99998244
 HV5366
 HV5366                          SUPERSEDED SURVEY CONTROL
 HV5366
 HV5366  NAD 83(1993)-  38 16 53.94478(N)    077 00 07.21993(W) AD(       ) 2
 HV5366  NAD 83(1986)-  38 16 53.94471(N)    077 00 07.22922(W) AD(       ) 2
 HV5366  NAD 27      -  38 16 53.48300(N)    077 00 08.32200(W) AD(       ) 2
 HV5366
 HV5366.Superseded values are not recommended for survey control.
 HV5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5366.See file dsdata.txt to determine how the superseded data were derived.
 HV5366
 HV5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2489538961(NAD 83)
 HV5366_MARKER: DR = REFERENCE MARK DISK
 HV5366_SETTING: 0 = UNSPECIFIED SETTING
 HV5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5366+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 HV5366
 HV5366  HISTORY     - Date     Condition        Report By
 HV5366  HISTORY     - 1954     MONUMENTED       CGS
 HV5366  HISTORY     - 1961     GOOD             CGS
 HV5366  HISTORY     - 20040107 GOOD             USPSQD
 HV5366
 HV5366                          STATION DESCRIPTION
 HV5366
 HV5366'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5366'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF DAHLGREN.
 HV5366'IT IS A STANDARD BRONZE DISK SET IN THE CENTER OF A CONCRETE
 HV5366'PEDESTAL FOOTING ABOUT 10 FEET WEST OF THE WEST BANK OF THE
 HV5366'POTOMAC RIVER.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 HV5366'5A2 NO 1 1954.
 HV5366'
 HV5366'A TRAVERSE CONNECTION WAS MADE TO STATION 5A2 (B AND O)
 HV5366'AND THE DISTANCE IS 11.735 METERS OR 38.50 FEET.
 HV5366'
 HV5366'TO REACH, SEE 5A2 (B AND O) DESCRIPTION.
 HV5366
 HV5366                          STATION RECOVERY (1961)
 HV5366
 HV5366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5366'THE STATION WAS FOUND IN GOOD CONDITION.  THE ORIGINAL
 HV5366'DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY.
 HV5366
 HV5366                          STATION RECOVERY (2004)
 HV5366
 HV5366'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0240 ***********************************************************************
 JW0240  DESIGNATION -  5 M
 JW0240  PID         -  JW0240
 JW0240  STATE/COUNTY-  VA/CLARKE
 JW0240  USGS QUAD   -  STEPHENSON (1987)
 JW0240
 JW0240                         *CURRENT SURVEY CONTROL
 JW0240  ___________________________________________________________________
 JW0240* NAD 83(1986)-  39 10 23.     (N)    078 01 14.     (W)     SCALED    
 JW0240* NAVD 88     -       184.976  (meters)     606.88   (feet)  ADJUSTED  
 JW0240  ___________________________________________________________________
 JW0240  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JW0240  DYNAMIC HT  -         184.860 (meters)     606.49  (feet)  COMP
 JW0240  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JW0240
 JW0240  VERT ORDER  -  SECOND    CLASS 0
 JW0240
 JW0240.The horizontal coordinates were scaled from a topographic map and have
 JW0240.an estimated accuracy of +/- 6 seconds.
 JW0240
 JW0240.The orthometric height was determined by differential leveling
 JW0240.and adjusted by the National Geodetic Survey in June 1991..
 JW0240
 JW0240.The geoid height was determined by GEOID03.
 JW0240
 JW0240.The dynamic height is computed by dividing the NAVD 88
 JW0240.geopotential number by the normal gravity value computed on the
 JW0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0240.degrees latitude (g = 980.6199 gals.).
 JW0240
 JW0240.The modeled gravity was interpolated from observed gravity values.
 JW0240
 JW0240;                    North         East    Units  Estimated Accuracy
 JW0240;SPC VA N     - 2,167,320.    3,541,430.      MT  (+/- 180 meters Scaled)
 JW0240
 JW0240                          SUPERSEDED SURVEY CONTROL
 JW0240
 JW0240  NGVD 29 (??/??/92)  185.181  (m)          607.55   (f) ADJ UNCH    2 0
 JW0240
 JW0240.Superseded values are not recommended for survey control.
 JW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0240.See file dsdata.txt to determine how the superseded data were derived.
 JW0240
 JW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD573402(NAD 83)
 JW0240_MARKER: DD = SURVEY DISK
 JW0240_SETTING: 66 = SET IN ROCK OUTCROP
 JW0240_SP_SET: ROCK OUTCROP
 JW0240_STAMPING: 5 M 1935
 JW0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0240+STABILITY: POSITION/ELEVATION WELL
 JW0240
 JW0240  HISTORY     - Date     Condition        Report By
 JW0240  HISTORY     - 1935     MONUMENTED       USGS
 JW0240  HISTORY     - 1964     GOOD             NGS
 JW0240
 JW0240                          STATION DESCRIPTION
 JW0240
 JW0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JW0240'2.3 MI NW FROM BERRYVILLE.
 JW0240'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL
 JW0240'AT BERRYVILLE, CLARKE COUNTY, 0.2 MILE WEST OF LARGE WHITE
 JW0240'FARMHOUSE, AT THE INTERSECTION STATE SECONDARY HIGHWAY 632, AT
 JW0240'THE SOUTHWEST CORNER OF A FIELD, 90 FEET NORTH OF THE CENTERLINE
 JW0240'OF ROUTE 7, 70 FEET EAST OF THE CENTER LINE OF ROUTE 632, AND
 JW0240'IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1209 ***********************************************************************
 FX1209  DESIGNATION -  5 USGS
 FX1209  PID         -  FX1209
 FX1209  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1209  USGS QUAD   -  BOYKINS (1979)
 FX1209
 FX1209                         *CURRENT SURVEY CONTROL
 FX1209  ___________________________________________________________________
 FX1209* NAD 83(1986)-  36 34 14.     (N)    077 14 56.     (W)     SCALED    
 FX1209* NAVD 88     -        13.581  (meters)      44.56   (feet)  POSTED    
 FX1209  ___________________________________________________________________
 FX1209  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FX1209  DYNAMIC HT  -          13.570 (meters)      44.52  (feet)  COMP
 FX1209  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 FX1209
 FX1209  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1209
 FX1209.The horizontal coordinates were scaled from a topographic map and have
 FX1209.an estimated accuracy of +/- 6 seconds.
 FX1209
 FX1209.The orthometric height was determined by differential leveling
 FX1209.and adjusted by the National Geodetic Survey in 1992..
 FX1209.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1209.rate of 1.1 thru 2.0 mm/km.
 FX1209
 FX1209.The geoid height was determined by GEOID03.
 FX1209
 FX1209.The dynamic height is computed by dividing the NAVD 88
 FX1209.geopotential number by the normal gravity value computed on the
 FX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1209.degrees latitude (g = 980.6199 gals.).
 FX1209
 FX1209.The modeled gravity was interpolated from observed gravity values.
 FX1209
 FX1209;                    North         East    Units  Estimated Accuracy
 FX1209;SPC VA S     - 1,027,070.    3,611,990.      MT  (+/- 180 meters Scaled)
 FX1209
 FX1209                          SUPERSEDED SURVEY CONTROL
 FX1209
 FX1209.No superseded survey control is available for this station.
 FX1209
 FX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF987495(NAD 83)
 FX1209_MARKER: P = PIPE CAP
 FX1209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1209_STAMPING: 45.650 NO 5 1918
 FX1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1209
 FX1209  HISTORY     - Date     Condition        Report By
 FX1209  HISTORY     - 1918     MONUMENTED       USGS
 FX1209  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1209
 FX1209                          STATION DESCRIPTION
 FX1209
 FX1209'DESCRIBED BY US GEOLOGICAL SURVEY 1918
 FX1209'AT BRANCHVILLE.
 FX1209'AT BRANCHVILLE, SOUTHAMPTON COUNTY, AT THE SOUTHEAST CORNER
 FX1209'OF THE SEABOARD AIR LINE RAILWAY STATION, IN LINE WITH THE
 FX1209'EAST WALL, 2 FEET SOUTH OF THE SOUTH WALL, AND ABOUT 3 INCHES
 FX1209'UNDER GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FX1209'CAP, STAMPED 45.650 NO. 5 1918 AND RIVETED ON THE TOP OF A
 FX1209'3-1/2-INCH IRON PIPE.  NOTE-- THIS BENCH MARK WAS NOT INCLUDED IN
 FX1209'THE RELEVELING OF 1934.
 FX1209
 FX1209                          STATION RECOVERY (1978)
 FX1209
 FX1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1209'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5780 ***********************************************************************
 GV5780  DESIGNATION -  50
 GV5780  PID         -  GV5780
 GV5780  STATE/COUNTY-  VA/C OF RICHMOND
 GV5780  USGS QUAD   -  BON AIR (1994)
 GV5780
 GV5780                         *CURRENT SURVEY CONTROL
 GV5780  ___________________________________________________________________
 GV5780* NAD 83(1993)-  37 32 00.95259(N)    077 32 25.25079(W)     ADJUSTED  
 GV5780* NAVD 88     -        82.81   (+/-2cm)     271.7    (feet)  VERTCON   
 GV5780  ___________________________________________________________________
 GV5780  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 GV5780  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5780
 GV5780  HORZ ORDER  -  SECOND
 GV5780  VERT ORDER  -  THIRD ? (See Below)
 GV5780
 GV5780.The horizontal coordinates were established by classical geodetic methods
 GV5780.and adjusted by the National Geodetic Survey in November 1994..
 GV5780
 GV5780.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5780.The vertical order pertains to the NGVD 29 superseded value.
 GV5780
 GV5780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5780
 GV5780.The geoid height was determined by GEOID03.
 GV5780
 GV5780;                    North         East     Units Scale Factor Converg.
 GV5780;SPC VA S     - 1,133,631.080 3,584,813.932   MT  0.99994959   +0 34 56.8
 GV5780;SPC VA S     - 3,719,254.63 11,761,177.04   sFT  0.99994959   +0 34 56.8
 GV5780;UTM  18      - 4,157,101.432   275,540.018   MT  1.00022063   -1 32 53.9
 GV5780
 GV5780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5780!SPC VA S     -   0.99999216  x   0.99994959  =   0.99994175
 GV5780!UTM  18      -   0.99999216  x   1.00022063  =   1.00021279
 GV5780
 GV5780:                Primary Azimuth Mark                     Grid Az
 GV5780:SPC VA S     -  49                                       055 47 05.9
 GV5780:UTM  18      -  49                                       057 54 56.6
 GV5780
 GV5780|---------------------------------------------------------------------|
 GV5780| PID    Reference Object                     Distance      Geod. Az  |
 GV5780|                                                           dddmmss.s |
 GV5780| GV5772 49                                  APPROX. 0.7 KM 0562202.7 |
 GV5780| DC5507 50 RM                                14.035 METERS 22753     |
 GV5780| GV5788 51                                  377.169 METERS 24152     |
 GV5780|---------------------------------------------------------------------|
 GV5780
 GV5780                          SUPERSEDED SURVEY CONTROL
 GV5780
 GV5780  NAD 83(1986)-  37 32 00.95880(N)    077 32 25.26763(W) AD(       ) 2
 GV5780  NAD 27      -  37 32 00.42872(N)    077 32 26.31671(W) AD(       ) 2
 GV5780  NGVD 29 (07/19/86)   83.12   (m)          272.7    (f) LEVELING    3  
 GV5780
 GV5780.Superseded values are not recommended for survey control.
 GV5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5780.See file dsdata.txt to determine how the superseded data were derived.
 GV5780
 GV5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7554057101(NAD 83)
 GV5780_MARKER: Z = SEE DESCRIPTION
 GV5780_SETTING: 0 = UNSPECIFIED SETTING
 GV5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5780+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5780
 GV5780  HISTORY     - Date     Condition        Report By
 GV5780  HISTORY     - 1972     MONUMENTED       NGS
 GV5780  HISTORY     - 19951002 GOOD             USPSQD
 GV5780  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5780  HISTORY     - 20040302 GOOD             USPSQD
 GV5780
 GV5780                          STATION DESCRIPTION
 GV5780
 GV5780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RWS)
 GV5780'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5780'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5780'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 1.15 MILES
 GV5780'TO POINT NO. 50.
 GV5780'
 GV5780'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5780'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5780'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5780'ABOUT 10 INCHES BELOW GROUND.
 GV5780'
 GV5780'21.2 FEET S.E. OF E.P. OF FOREST HILL AVE., 49.1 FEET N.E. OF
 GV5780'C AND P POLE NO. 43 1/2, 47.0 FEET N.W. OF 24 INCHES SWEET
 GV5780'GUM TREE.
 GV5780'
 GV5780'REFERENCE MARK, P.K. NAIL IN CRACK OF SIDEWALK.  29.2 FEET S.E. OF
 GV5780'E.P. OF FOREST HILL AVE., 8.8 FEET E. OF C AND P POLE NO. 43 1/2,
 GV5780'14.8 FEET W. OF C/L OF PAVED ENTRANCE.
 GV5780'
 GV5780'DISTANCE BETWEEN PT. 50 AND R.M. IS 46.00 FT., 14.035 M.
 GV5780'
 GV5780'NEAREST TOWN--RICHMOND.
 GV5780
 GV5780                          STATION RECOVERY (1995)
 GV5780
 GV5780'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5780'RECOVERED IN GOOD CONDITION.
 GV5780
 GV5780                          STATION RECOVERY (1999)
 GV5780
 GV5780'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5780'MARK NOT FOUND.
 GV5780
 GV5780                          STATION RECOVERY (2004)
 GV5780
 GV5780'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5780'MARK IS 13 INCHES SOUTHEAST OF EP OF FOREST HILL AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9348 ***********************************************************************
 AF9348  DESIGNATION -  50 HBC
 AF9348  PID         -  AF9348
 AF9348  STATE/COUNTY-  VA/PATRICK
 AF9348  USGS QUAD   -  CLAUDVILLE (1977)
 AF9348
 AF9348                         *CURRENT SURVEY CONTROL
 AF9348  ___________________________________________________________________
 AF9348* NAD 83(1986)-  36 33 17.     (N)    080 27 04.     (W)     SCALED    
 AF9348* NAVD 88     -       426.84   (+/-2cm)    1400.4    (feet)  VERTCON   
 AF9348  ___________________________________________________________________
 AF9348  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AF9348
 AF9348  VERT ORDER  -  THIRD (See Below)
 AF9348
 AF9348.The horizontal coordinates were scaled from a topographic map and have
 AF9348.an estimated accuracy of +/- 6 seconds.
 AF9348
 AF9348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9348.The vertical order pertains to the NGVD 29 superseded value.
 AF9348
 AF9348.The geoid height was determined by GEOID03.
 AF9348
 AF9348;                    North         East    Units  Estimated Accuracy
 AF9348;SPC VA S     - 1,026,370.    3,325,330.      MT  (+/- 180 meters Scaled)
 AF9348
 AF9348                          SUPERSEDED SURVEY CONTROL
 AF9348
 AF9348  NGVD 29 (07/20/98)  427.00   (m)         1400.9    (f) LEVELING    3  
 AF9348
 AF9348.Superseded values are not recommended for survey control.
 AF9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9348.See file dsdata.txt to determine how the superseded data were derived.
 AF9348
 AF9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA491456(NAD 83)
 AF9348_MARKER: DB = BENCH MARK DISK
 AF9348_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9348_STAMPING: 50 HBC 1967 1401
 AF9348_MARK LOGO: USGS  
 AF9348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9348+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AF9348
 AF9348  HISTORY     - Date     Condition        Report By
 AF9348  HISTORY     - 1967     MONUMENTED       USGS
 AF9348  HISTORY     - 19970107 GOOD             NCGS
 AF9348
 AF9348                          STATION DESCRIPTION
 AF9348
 AF9348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AF9348'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHWEST OF CLAUDVILLE,
 AF9348'VIRGINIA. PROCEED ALONG VA 103 FOR 0.9 MI (1.4 KM) NORTHEAST FROM THE
 AF9348'NC/VA STATE LINE, THENCE EAST FOR 1.0 MI (1.6 KM) ALONG VA 645 TO THE
 AF9348'STATION SOUTH. MARK PROJECTS 2 INCHES ABOVE GROUND AND IS LEVEL WITH
 AF9348'VA 645. LOCATED 21.5 FT (6.6 M) SOUTH OF THE CENTERLINE OF VA 645,
 AF9348'27.5 FT (8.4 M) WEST OF THE CENTERLINE OF A SOIL FARM ROAD--AND 3.6 FT
 AF9348'(1.1 M) EAST-NORTHEAST OF A POWER POLE, 40.5 FT (12.3 M)
 AF9348'SOUTH-SOUTHWEST OF A WOOD FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2964 ***********************************************************************
 HV2964  DESIGNATION -  50 MTS BASELINE
 HV2964  PID         -  HV2964
 HV2964  STATE/COUNTY-  VA/KING GEORGE
 HV2964  USGS QUAD   -  DAHLGREN (1983)
 HV2964
 HV2964                         *CURRENT SURVEY CONTROL
 HV2964  ___________________________________________________________________
 HV2964* NAD 83(1986)-  38 19 45.     (N)    077 01 26.     (W)     SCALED    
 HV2964* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 HV2964  ___________________________________________________________________
 HV2964  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV2964  DYNAMIC HT  -           3.998 (meters)      13.12  (feet)  COMP
 HV2964  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 HV2964
 HV2964  VERT ORDER  -  SECOND    CLASS II
 HV2964
 HV2964.The horizontal coordinates were scaled from a topographic map and have
 HV2964.an estimated accuracy of +/- 6 seconds.
 HV2964
 HV2964.The orthometric height was determined by differential leveling
 HV2964.and adjusted by the National Geodetic Survey in June 1991..
 HV2964
 HV2964.The geoid height was determined by GEOID03.
 HV2964
 HV2964.The dynamic height is computed by dividing the NAVD 88
 HV2964.geopotential number by the normal gravity value computed on the
 HV2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2964.degrees latitude (g = 980.6199 gals.).
 HV2964
 HV2964.The modeled gravity was interpolated from observed gravity values.
 HV2964
 HV2964;                    North         East    Units  Estimated Accuracy
 HV2964;SPC VA N     - 2,074,570.    3,629,060.      MT  (+/- 180 meters Scaled)
 HV2964
 HV2964                          SUPERSEDED SURVEY CONTROL
 HV2964
 HV2964  NGVD 29 (05/17/90)    4.234  (m)           13.89   (f) ADJUSTED    2 2
 HV2964
 HV2964.Superseded values are not recommended for survey control.
 HV2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2964.See file dsdata.txt to determine how the superseded data were derived.
 HV2964
 HV2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH230442(NAD 83)
 HV2964_MARKER: DS = TRIANGULATION STATION DISK
 HV2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2964_STAMPING: 50 MTS BASELINE 1974
 HV2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2964+STABILITY: SURFACE MOTION
 HV2964
 HV2964  HISTORY     - Date     Condition        Report By
 HV2964  HISTORY     - 1974     MONUMENTED       NGS
 HV2964  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV2964  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV2964
 HV2964                          STATION DESCRIPTION
 HV2964
 HV2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HV2964'AT DAHLGREN.
 HV2964'ABOUT 0.2 MILE NORTHEAST ALONG TISDALE ROAD FROM THE ORDNANCE
 HV2964'BUILDING ON THE BASE, THENCE 0.15 MILE EASTERLY ON A PAVED
 HV2964'ROAD, 300 FEET EAST OF BUILDING 999, 160 FEET EAST OF THE MAIN
 HV2964'RANGE NORTH BRIDGE BUILDING REFERENCE LINE, A STANDARD
 HV2964'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH
 HV2964'CYCLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 HV2964'SURFACE.
 HV2964
 HV2964                          STATION RECOVERY (1998)
 HV2964
 HV2964'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2964'MARK NOT FOUND.
 HV2964
 HV2964                          STATION RECOVERY (2003)
 HV2964
 HV2964'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2964'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0078 ***********************************************************************
 FW0078  DESIGNATION -  50 PR RESET 1958
 FW0078  PID         -  FW0078
 FW0078  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0078  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0078
 FW0078                         *CURRENT SURVEY CONTROL
 FW0078  ___________________________________________________________________
 FW0078* NAD 83(1986)-  36 52 14.     (N)    075 58 57.     (W)     SCALED    
 FW0078* NAVD 88     -         4.513  (meters)      14.81   (feet)  ADJUSTED  
 FW0078  ___________________________________________________________________
 FW0078  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 FW0078  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 FW0078  MODELED GRAV-     979,860.0   (mgal)                       NAVD 88
 FW0078
 FW0078  VERT ORDER  -  FIRST     CLASS I
 FW0078
 FW0078.The horizontal coordinates were scaled from a topographic map and have
 FW0078.an estimated accuracy of +/- 6 seconds.
 FW0078
 FW0078.The orthometric height was determined by differential leveling
 FW0078.and adjusted by the National Geodetic Survey in June 1991..
 FW0078
 FW0078.The geoid height was determined by GEOID03.
 FW0078
 FW0078.The dynamic height is computed by dividing the NAVD 88
 FW0078.geopotential number by the normal gravity value computed on the
 FW0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0078.degrees latitude (g = 980.6199 gals.).
 FW0078
 FW0078.The modeled gravity was interpolated from observed gravity values.
 FW0078
 FW0078;                    North         East    Units  Estimated Accuracy
 FW0078;SPC VA S     - 1,062,610.    3,724,440.      MT  (+/- 180 meters Scaled)
 FW0078
 FW0078                          SUPERSEDED SURVEY CONTROL
 FW0078
 FW0078  NGVD 29 (??/??/??)    4.763  (m)           15.63   (f) ADJUSTED    1 1
 FW0078
 FW0078.Superseded values are not recommended for survey control.
 FW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0078.See file dsdata.txt to determine how the superseded data were derived.
 FW0078
 FW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF124809(NAD 83)
 FW0078_MARKER: DJ = TIDAL STATION DISK
 FW0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0078_STAMPING: 50 PR RESET 1958
 FW0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0078+STABILITY: SURFACE MOTION
 FW0078
 FW0078  HISTORY     - Date     Condition        Report By
 FW0078  HISTORY     - 1958     MONUMENTED       CGS
 FW0078  HISTORY     - 1963     GOOD             CGS
 FW0078  HISTORY     - 1989     GOOD             USPSQD
 FW0078
 FW0078                          STATION DESCRIPTION
 FW0078
 FW0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0078'AT VIRGINIA BEACH.
 FW0078'AT VIRGINIA BEACH, ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 60
 FW0078'(ATLANTIC AVENUE) FROM THE POST OFFICE, AT THE INTERSECTION OF
 FW0078'42ND STREET, 51 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 FW0078'OF THE SOUTH-BOUND LANE OF ATLANTIC AVENUE AND 42ND STREET, 33
 FW0078'FEET NORTH OF THE CENTER LINE OF 42ND STREET, 38 FEET WEST OF
 FW0078'THE CENTER LINE OF THE SOUTH-BOUND LANE OF ATLANTIC AVENUE, 24
 FW0078'FEET WEST-SOUTHWEST OF POWER POLE 3844, 3 FEET EAST OF BRICK
 FW0078'WALL AT THE ENTRANCE TO CAVALIER MOTEL, ABOUT 2 FEET ABOVE THE
 FW0078'LEVEL OF ATLANTIC AVENUE, AND IS SET IN TOP OF A CONCRETE POST
 FW0078'PROJECTING 4 INCHES ABOVE GROUND.
 FW0078
 FW0078                          STATION RECOVERY (1989)
 FW0078
 FW0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0535 ***********************************************************************
 GX0535  DESIGNATION -  500
 GX0535  PID         -  GX0535
 GX0535  STATE/COUNTY-  VA/MONTGOMERY
 GX0535  USGS QUAD   -  RADFORD NORTH (1984)
 GX0535
 GX0535                         *CURRENT SURVEY CONTROL
 GX0535  ___________________________________________________________________
 GX0535* NAD 83(1986)-  37 08 21.     (N)    080 33 55.     (W)     SCALED    
 GX0535* NAVD 88     -       551.208  (meters)    1808.42   (feet)  ADJUSTED  
 GX0535  ___________________________________________________________________
 GX0535  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0535  DYNAMIC HT  -         550.717 (meters)    1806.81  (feet)  COMP
 GX0535  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GX0535
 GX0535  VERT ORDER  -  FIRST     CLASS II
 GX0535
 GX0535.The horizontal coordinates were scaled from a topographic map and have
 GX0535.an estimated accuracy of +/- 6 seconds.
 GX0535
 GX0535.The orthometric height was determined by differential leveling
 GX0535.and adjusted by the National Geodetic Survey in June 1991..
 GX0535
 GX0535.The geoid height was determined by GEOID03.
 GX0535
 GX0535.The dynamic height is computed by dividing the NAVD 88
 GX0535.geopotential number by the normal gravity value computed on the
 GX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0535.degrees latitude (g = 980.6199 gals.).
 GX0535
 GX0535.The modeled gravity was interpolated from observed gravity values.
 GX0535
 GX0535;                    North         East    Units  Estimated Accuracy
 GX0535;SPC VA S     - 1,091,430.    3,316,530.      MT  (+/- 180 meters Scaled)
 GX0535
 GX0535                          SUPERSEDED SURVEY CONTROL
 GX0535
 GX0535  NGVD 29 (??/??/92)  551.313  (m)         1808.77   (f) ADJ UNCH    1 2
 GX0535
 GX0535.Superseded values are not recommended for survey control.
 GX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0535.See file dsdata.txt to determine how the superseded data were derived.
 GX0535
 GX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB386103(NAD 83)
 GX0535_MARKER: DD = SURVEY DISK
 GX0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0535_STAMPING: 500
 GX0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0535+STABILITY: SURFACE MOTION
 GX0535
 GX0535  HISTORY     - Date     Condition        Report By
 GX0535  HISTORY     - UNK      MONUMENTED       VAGS
 GX0535  HISTORY     - 1959     GOOD             NGS
 GX0535
 GX0535                          STATION DESCRIPTION
 GX0535
 GX0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0535'AT RADFORD.
 GX0535'AT RADFORD, ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 11 FROM THE
 GX0535'POST OFFICE, 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GX0535'29 FEET SOUTHWEST OF POWER LINE POLE 114/C, 30 FEET SOUTH-SOUTHWEST
 GX0535'OF A 30-INCH ELM TREE, 1.3 FEET NORTHWEST OF CURB, 0.9 FOOT
 GX0535'SOUTHEAST OF THE SOUTHEAST EDGE OF SIDE WALK, ABOUT LEVEL WITH
 GX0535'THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 GX0535'INCH ABOVE THE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0470 ***********************************************************************
 HW0470  DESIGNATION -  500.86
 HW0470  PID         -  HW0470
 HW0470  STATE/COUNTY-  VA/ORANGE
 HW0470  USGS QUAD   -  GORDONSVILLE (1984)
 HW0470
 HW0470                         *CURRENT SURVEY CONTROL
 HW0470  ___________________________________________________________________
 HW0470* NAD 83(1986)-  38 08 02.     (N)    078 11 09.     (W)     SCALED    
 HW0470* NAVD 88     -       152.414  (meters)     500.04   (feet)  ADJUSTED  
 HW0470  ___________________________________________________________________
 HW0470  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0470  DYNAMIC HT  -         152.312 (meters)     499.71  (feet)  COMP
 HW0470  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 HW0470
 HW0470  VERT ORDER  -  SECOND    CLASS 0
 HW0470
 HW0470.The horizontal coordinates were scaled from a topographic map and have
 HW0470.an estimated accuracy of +/- 6 seconds.
 HW0470
 HW0470.The orthometric height was determined by differential leveling
 HW0470.and adjusted by the National Geodetic Survey in June 1991..
 HW0470
 HW0470.The geoid height was determined by GEOID03.
 HW0470
 HW0470.The dynamic height is computed by dividing the NAVD 88
 HW0470.geopotential number by the normal gravity value computed on the
 HW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0470.degrees latitude (g = 980.6199 gals.).
 HW0470
 HW0470.The modeled gravity was interpolated from observed gravity values.
 HW0470
 HW0470;                    North         East    Units  Estimated Accuracy
 HW0470;SPC VA N     - 2,051,910.    3,527,540.      MT  (+/- 180 meters Scaled)
 HW0470
 HW0470                          SUPERSEDED SURVEY CONTROL
 HW0470
 HW0470  NGVD 29 (??/??/92)  152.648  (m)          500.81   (f) ADJ UNCH    2 0
 HW0470
 HW0470.Superseded values are not recommended for survey control.
 HW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0470.See file dsdata.txt to determine how the superseded data were derived.
 HW0470
 HW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC466244(NAD 83)
 HW0470_MARKER: Q = CHISELED SQUARE
 HW0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0470_SP_SET: CONCRETE BASE
 HW0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0470
 HW0470  HISTORY     - Date     Condition        Report By
 HW0470  HISTORY     - UNK      MONUMENTED       USGS
 HW0470  HISTORY     - 1963     GOOD             NGS
 HW0470  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0470  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0470
 HW0470                          STATION DESCRIPTION
 HW0470
 HW0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0470'AT GORDONSVILLE.
 HW0470'AT GORDONSVILLE, ORANGE COUNTY, ON THE CHESAPEAKE AND OHIO
 HW0470'RAILWAY, AT THE WATERSPOUT, ON THE TOP OF THE SOUTHEAST CORNER OF
 HW0470'THE CONCRETE BASE, AND BETWEEN THE TRACKS.  A CHISELED SQUARE.
 HW0470
 HW0470                          STATION RECOVERY (1998)
 HW0470
 HW0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0470'MARK NOT FOUND.
 HW0470
 HW0470                          STATION RECOVERY (2003)
 HW0470
 HW0470'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0025 ***********************************************************************
 HW0025  DESIGNATION -  502.2 USGS
 HW0025  PID         -  HW0025
 HW0025  STATE/COUNTY-  VA/WARREN
 HW0025  USGS QUAD   -  FRONT ROYAL (1994)
 HW0025
 HW0025                         *CURRENT SURVEY CONTROL
 HW0025  ___________________________________________________________________
 HW0025* NAD 83(1986)-  38 56 08.     (N)    078 11 15.     (W)     SCALED    
 HW0025* NAVD 88     -       152.800  (meters)     501.31   (feet)  ADJUSTED  
 HW0025  ___________________________________________________________________
 HW0025  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HW0025  DYNAMIC HT  -         152.701 (meters)     500.99  (feet)  COMP
 HW0025  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 HW0025
 HW0025  VERT ORDER  -  SECOND    CLASS 0
 HW0025
 HW0025.The horizontal coordinates were scaled from a topographic map and have
 HW0025.an estimated accuracy of +/- 6 seconds.
 HW0025
 HW0025.The orthometric height was determined by differential leveling
 HW0025.and adjusted by the National Geodetic Survey in June 1991..
 HW0025
 HW0025.The geoid height was determined by GEOID03.
 HW0025
 HW0025.The dynamic height is computed by dividing the NAVD 88
 HW0025.geopotential number by the normal gravity value computed on the
 HW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0025.degrees latitude (g = 980.6199 gals.).
 HW0025
 HW0025.The modeled gravity was interpolated from observed gravity values.
 HW0025
 HW0025;                    North         East    Units  Estimated Accuracy
 HW0025;SPC VA N     - 2,140,890.    3,527,090.      MT  (+/- 180 meters Scaled)
 HW0025
 HW0025                          SUPERSEDED SURVEY CONTROL
 HW0025
 HW0025  NGVD 29 (??/??/92)  153.01   (m)          502.0    (f) COMPUTED    2 0
 HW0025
 HW0025.Superseded values are not recommended for survey control.
 HW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0025.See file dsdata.txt to determine how the superseded data were derived.
 HW0025
 HW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD437133(NAD 83)
 HW0025_MARKER: Q = CHISELED SQUARE
 HW0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0025_SP_SET: BRIDGE
 HW0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0025
 HW0025  HISTORY     - Date     Condition        Report By
 HW0025  HISTORY     - UNK      MONUMENTED       USGS
 HW0025  HISTORY     - 1942     POOR             NGS
 HW0025  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0025
 HW0025                          STATION DESCRIPTION
 HW0025
 HW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0025'AT FRONT ROYAL JUNCTION.
 HW0025'AT FRONT ROYAL JUNCTION, WARREN COUNTY, ON THE SOUTHERN RAILWAY,
 HW0025'700 YARDS NORTH OF THE RAILROAD JUNCTION, AT THE BRIDGE OVER
 HW0025'HAPPY CREEK, ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 HW0025'ABUTMENT, 8.4 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 HW0025'LEVEL WITH THE TRACK.  A CHISELED HOLE 3/4 INCH IN DIAMETER
 HW0025'SURROUNDED BY A PAINTED SQUARE.
 HW0025
 HW0025                          STATION RECOVERY (1983)
 HW0025
 HW0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0025'NOT RECOVERED, THE ABUTMENT ON WHICH THE MARK WAS LOCATED HAS BEEN
 HW0025'RECAPPED AND MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0452 ***********************************************************************
 HW0452  DESIGNATION -  502.42 USGS
 HW0452  PID         -  HW0452
 HW0452  STATE/COUNTY-  VA/ORANGE
 HW0452  USGS QUAD   -  ORANGE (1994)
 HW0452
 HW0452                         *CURRENT SURVEY CONTROL
 HW0452  ___________________________________________________________________
 HW0452* NAD 83(1986)-  38 13 56.     (N)    078 06 43.     (W)     SCALED    
 HW0452* NAVD 88     -       152.933  (meters)     501.75   (feet)  ADJUSTED  
 HW0452  ___________________________________________________________________
 HW0452  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW0452  DYNAMIC HT  -         152.834 (meters)     501.42  (feet)  COMP
 HW0452  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 HW0452
 HW0452  VERT ORDER  -  SECOND    CLASS 0
 HW0452
 HW0452.The horizontal coordinates were scaled from a topographic map and have
 HW0452.an estimated accuracy of +/- 6 seconds.
 HW0452
 HW0452.The orthometric height was determined by differential leveling
 HW0452.and adjusted by the National Geodetic Survey in June 1991..
 HW0452
 HW0452.The geoid height was determined by GEOID03.
 HW0452
 HW0452.The dynamic height is computed by dividing the NAVD 88
 HW0452.geopotential number by the normal gravity value computed on the
 HW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0452.degrees latitude (g = 980.6199 gals.).
 HW0452
 HW0452.The modeled gravity was interpolated from observed gravity values.
 HW0452
 HW0452;                    North         East    Units  Estimated Accuracy
 HW0452;SPC VA N     - 2,062,850.    3,533,980.      MT  (+/- 180 meters Scaled)
 HW0452
 HW0452                          SUPERSEDED SURVEY CONTROL
 HW0452
 HW0452  NGVD 29 (??/??/92)  153.164  (m)          502.51   (f) ADJ UNCH    2 0
 HW0452
 HW0452.Superseded values are not recommended for survey control.
 HW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0452.See file dsdata.txt to determine how the superseded data were derived.
 HW0452
 HW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC527355(NAD 83)
 HW0452_MARKER: Q = CHISELED SQUARE
 HW0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0452_SP_SET: SIGNAL
 HW0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0452
 HW0452  HISTORY     - Date     Condition        Report By
 HW0452  HISTORY     - UNK      MONUMENTED       USGS
 HW0452  HISTORY     - 1935     GOOD             NGS
 HW0452  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0452  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0452  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0452
 HW0452                          STATION DESCRIPTION
 HW0452
 HW0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0452'0.8 MI S FROM ORANGE.
 HW0452'ABOUT 0.8 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW0452'THE SOUTHERN RAILWAY STATION AT ORANGE, ORANGE COUNTY, AT SIGNAL
 HW0452'G.V.M. 10, EAST OF THE TRACK, AND ON THE TOP OF THE CONCRETE
 HW0452'BASE.  A CHISELED SQUARE.
 HW0452
 HW0452                          STATION RECOVERY (1984)
 HW0452
 HW0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0452'NOT RECOVERED, NO EVIDENCE OF A SIGNAL WAS FOUND AT THE DESCRIBED
 HW0452'LOCATION, CONSIDERED DESTROYED.
 HW0452
 HW0452                          STATION RECOVERY (1998)
 HW0452
 HW0452'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0452'MARK NOT FOUND.
 HW0452
 HW0452                          STATION RECOVERY (2003)
 HW0452
 HW0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4606 ***********************************************************************
 GV4606  DESIGNATION -  506
 GV4606  PID         -  GV4606
 GV4606  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4606  USGS QUAD   -  BACONS CASTLE (1992)
 GV4606
 GV4606                         *CURRENT SURVEY CONTROL
 GV4606  ___________________________________________________________________
 GV4606* NAD 83(1993)-  37 02 40.41970(N)    076 39 42.33231(W)     ADJUSTED  
 GV4606* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4606  ___________________________________________________________________
 GV4606  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 GV4606  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV4606
 GV4606  HORZ ORDER  -  THIRD
 GV4606
 GV4606.The horizontal coordinates were established by classical geodetic methods
 GV4606.and adjusted by the National Geodetic Survey in September 1995..
 GV4606
 GV4606.The orthometric height was scaled from a topographic map.
 GV4606
 GV4606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4606
 GV4606.The geoid height was determined by GEOID03.
 GV4606
 GV4606;                    North         East     Units Scale Factor Converg.
 GV4606;SPC VA S     - 1,080,519.946 3,663,512.693   MT  0.99996119   +1 06 56.4
 GV4606;SPC VA S     - 3,545,005.86 12,019,374.56   sFT  0.99996119   +1 06 56.4
 GV4606;UTM  18      - 4,101,106.910   352,223.816   MT  0.99986902   -1 00 04.6
 GV4606
 GV4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4606!SPC VA S     -   1.00000564  x   0.99996119  =   0.99996683
 GV4606!UTM  18      -   1.00000564  x   0.99986902  =   0.99987466
 GV4606
 GV4606:                Primary Azimuth Mark                     Grid Az
 GV4606:SPC VA S     -  ROCK                                     105 33 41.4
 GV4606:UTM  18      -  ROCK                                     107 40 42.4
 GV4606
 GV4606|---------------------------------------------------------------------|
 GV4606| PID    Reference Object                     Distance      Geod. Az  |
 GV4606|                                                           dddmmss.s |
 GV4606| GV4601 ROCK                                APPROX. 3.6 KM 1064037.8 |
 GV4606| DC9669 506 WM 1                             14.980 METERS 14719     |
 GV4606| DC9667 506 RM 1                              8.406 METERS 19637     |
 GV4606| DC9670 506 WM 2                              9.467 METERS 21150     |
 GV4606| DC9668 506 RM 2                             12.223 METERS 28327     |
 GV4606|---------------------------------------------------------------------|
 GV4606
 GV4606                          SUPERSEDED SURVEY CONTROL
 GV4606
 GV4606  NAD 83(1986)-  37 02 40.42452(N)    076 39 42.36186(W) AD(       ) 3
 GV4606  NAD 27      -  37 02 39.88700(N)    076 39 43.51800(W) AD(       ) 3
 GV4606
 GV4606.Superseded values are not recommended for survey control.
 GV4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4606.See file dsdata.txt to determine how the superseded data were derived.
 GV4606
 GV4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5222401107(NAD 83)
 GV4606_MARKER: DS = TRIANGULATION STATION DISK
 GV4606_SETTING: 0 = UNSPECIFIED SETTING
 GV4606
 GV4606  HISTORY     - Date     Condition        Report By
 GV4606  HISTORY     - 1938     MONUMENTED       VACF
 GV4606  HISTORY     - 1942     GOOD             CGS
 GV4606  HISTORY     - 1947     GOOD             CGS
 GV4606  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 GV4606
 GV4606                          STATION DESCRIPTION
 GV4606
 GV4606'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1938 (HEF)
 GV4606'THIS STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF MOGARTS BEACH,
 GV4606'BURWELLS BAY.  IT IS APPROXIMATELY 200 PACES SOUTHEAST OF THE
 GV4606'LINE OF THE OLD POINT OF SHOALS LIGHTHOUSE PLATFORM ON RANGE
 GV4606'WITH THE TREE TANGENT OF MULBERRY POINT.  IT IS 17.8 METERS
 GV4606'FROM HIGH WATER LINE, JUST OUTSIDE OF TREE LINE, AND ABOUT
 GV4606'ABEAM OF THE CENTER OF A LONG NARROW POND WHICH PARALLELS THE
 GV4606'BEACH.  THE NEAR EDGE OF THE POND IS ABOUT 25 METERS FROM THE
 GV4606'STATION.
 GV4606'
 GV4606'THE WITNESS MARKS ARE ALL IN PINE TREES OF DIAMETERS AS FOLLOWS--
 GV4606'NO. 1, 12 INCHES.  NO. 2, 18 INCHES.  NO. 3, 10 INCHES.  EACH TREE
 GV4606'MARKED WITH A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND EACH
 GV4606'APEX OF THE TRIANGLE.
 GV4606'
 GV4606'THE STATION MARK IS A STANDARD BRASS DISK WEDGED AND CEMENTED IN
 GV4606'THE TOP OF A 6-INCH SQUARE GRANITE POST.  THIS GRANITE POST WAS
 GV4606'FOUND IN PLACE WITH THE NUMBER 506 CHISELLED IN THE TOP.  IT
 GV4606'IS USED AS A STATION BY THE VIRGINIA COMMISSION OF FISHERIES
 GV4606'BUT THEY DID NOT SET THE MARK.
 GV4606'
 GV4606'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET IN
 GV4606'CONCRETE.
 GV4606
 GV4606                          STATION RECOVERY (1942)
 GV4606
 GV4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4606'1938 DESCRIPTION ADEQUATE.
 GV4606
 GV4606                          STATION RECOVERY (1947)
 GV4606
 GV4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4606'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 GV4606'ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION WAS EASILY FOUND BY
 GV4606'MEASURING DISTANCES FROM THE WITNESS MARKS.
 GV4606
 GV4606                          STATION RECOVERY (2001)
 GV4606
 GV4606'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV4606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2083 ***********************************************************************
 GV2083  DESIGNATION -  506 A C OF R
 GV2083  PID         -  GV2083
 GV2083  STATE/COUNTY-  VA/C OF RICHMOND
 GV2083  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2083
 GV2083                         *CURRENT SURVEY CONTROL
 GV2083  ___________________________________________________________________
 GV2083* NAD 83(1986)-  37 29 49.     (N)    077 29 53.     (W)     SCALED    
 GV2083* NAVD 88     -        66.696  (meters)     218.82   (feet)  ADJUSTED  
 GV2083  ___________________________________________________________________
 GV2083  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV2083  DYNAMIC HT  -          66.649 (meters)     218.66  (feet)  COMP
 GV2083  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 GV2083
 GV2083  VERT ORDER  -  SECOND    CLASS 0
 GV2083
 GV2083.The horizontal coordinates were scaled from a topographic map and have
 GV2083.an estimated accuracy of +/- 6 seconds.
 GV2083
 GV2083.The orthometric height was determined by differential leveling
 GV2083.and adjusted by the National Geodetic Survey in June 1991..
 GV2083
 GV2083.The geoid height was determined by GEOID03.
 GV2083
 GV2083.The dynamic height is computed by dividing the NAVD 88
 GV2083.geopotential number by the normal gravity value computed on the
 GV2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2083.degrees latitude (g = 980.6199 gals.).
 GV2083
 GV2083.The modeled gravity was interpolated from observed gravity values.
 GV2083
 GV2083;                    North         East    Units  Estimated Accuracy
 GV2083;SPC VA S     - 1,129,600.    3,588,600.      MT  (+/- 180 meters Scaled)
 GV2083
 GV2083                          SUPERSEDED SURVEY CONTROL
 GV2083
 GV2083  NGVD 29 (??/??/??)   67.008  (m)          219.84   (f) ADJUSTED    2 0
 GV2083
 GV2083.Superseded values are not recommended for survey control.
 GV2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2083.See file dsdata.txt to determine how the superseded data were derived.
 GV2083
 GV2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG791529(NAD 83)
 GV2083_MARKER: DD = SURVEY DISK
 GV2083_SETTING: 0 = UNSPECIFIED SETTING
 GV2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2083
 GV2083  HISTORY     - Date     Condition        Report By
 GV2083  HISTORY     - UNK      MONUMENTED       VA2060
 GV2083  HISTORY     - 1972     GOOD             NGS
 GV2083  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2083  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2083  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2083
 GV2083                          STATION DESCRIPTION
 GV2083
 GV2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2083'AT RICHMOND.
 GV2083'LOCATED 246.5 FEET NORTHWEST OF THE CENTERLINE OF QUEEN ANNE DRIVE
 GV2083'AT WARWICK ROAD, 16 FEET NORTHEAST OF THE CENTERLINE OF WARWICK
 GV2083'ROAD, 42.5 FEET SOUTHEAST OF A TELEPHONE POLE NO. 3974B, 71.6
 GV2083'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO. 5608 WARWICK
 GV2083'ROAD, 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 5616
 GV2083'WARWICK ROAD.
 GV2083'A STANDARD C OF R DISK.
 GV2083
 GV2083                          STATION RECOVERY (1999)
 GV2083
 GV2083'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2083'MARK NOT FOUND.
 GV2083
 GV2083                          STATION RECOVERY (2003)
 GV2083
 GV2083'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2083'MARK NOT FOUND.
 GV2083
 GV2083                          STATION RECOVERY (2005)
 GV2083
 GV2083'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2084 ***********************************************************************
 GV2084  DESIGNATION -  506 C OF R
 GV2084  PID         -  GV2084
 GV2084  STATE/COUNTY-  VA/C OF RICHMOND
 GV2084  USGS QUAD   -  CHESTERFIELD (1994)
 GV2084
 GV2084                         *CURRENT SURVEY CONTROL
 GV2084  ___________________________________________________________________
 GV2084* NAD 83(1986)-  37 29 49.     (N)    077 29 59.     (W)     SCALED    
 GV2084* NAVD 88     -        66.728  (meters)     218.92   (feet)  ADJUSTED  
 GV2084  ___________________________________________________________________
 GV2084  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV2084  DYNAMIC HT  -          66.681 (meters)     218.77  (feet)  COMP
 GV2084  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 GV2084
 GV2084  VERT ORDER  -  SECOND    CLASS 0
 GV2084
 GV2084.The horizontal coordinates were scaled from a topographic map and have
 GV2084.an estimated accuracy of +/- 6 seconds.
 GV2084
 GV2084.The orthometric height was determined by differential leveling
 GV2084.and adjusted by the National Geodetic Survey in June 1991..
 GV2084
 GV2084.The geoid height was determined by GEOID03.
 GV2084
 GV2084.The dynamic height is computed by dividing the NAVD 88
 GV2084.geopotential number by the normal gravity value computed on the
 GV2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2084.degrees latitude (g = 980.6199 gals.).
 GV2084
 GV2084.The modeled gravity was interpolated from observed gravity values.
 GV2084
 GV2084;                    North         East    Units  Estimated Accuracy
 GV2084;SPC VA S     - 1,129,600.    3,588,450.      MT  (+/- 180 meters Scaled)
 GV2084
 GV2084                          SUPERSEDED SURVEY CONTROL
 GV2084
 GV2084  NGVD 29 (??/??/??)   67.040  (m)          219.95   (f) ADJUSTED    2 0
 GV2084
 GV2084.Superseded values are not recommended for survey control.
 GV2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2084.See file dsdata.txt to determine how the superseded data were derived.
 GV2084
 GV2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG790529(NAD 83)
 GV2084_MARKER: DD = SURVEY DISK
 GV2084_SETTING: 0 = UNSPECIFIED SETTING
 GV2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2084
 GV2084  HISTORY     - Date     Condition        Report By
 GV2084  HISTORY     - UNK      MONUMENTED       VA2060
 GV2084  HISTORY     - 1972     GOOD             NGS
 GV2084  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2084  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2084  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2084
 GV2084                          STATION DESCRIPTION
 GV2084
 GV2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2084'AT RICHMOND.
 GV2084'LOCATED 99 FEET WEST OF THE CENTERLINE OF KINGSWAY ROAD PROJECTED
 GV2084'AT WARWICK ROAD, 15 FEET NORTH OF THE CENTERLINE OF WARWICK ROAD,
 GV2084'17.5 FEET EAST OF A TELEPHONE POLE NO. 39740, 15 FEET SOUTHWEST
 GV2084'OF A 4.3 FEET OAK, 49 FEET SOUTH OF A 2.8 FEET OAK.
 GV2084
 GV2084                          STATION RECOVERY (1999)
 GV2084
 GV2084'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2084'MARK NOT FOUND.
 GV2084
 GV2084                          STATION RECOVERY (2003)
 GV2084
 GV2084'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2084'MARK NOT FOUND.
 GV2084
 GV2084                          STATION RECOVERY (2005)
 GV2084
 GV2084'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0012 ***********************************************************************
 HW0012  DESIGNATION -  506.7 USGS
 HW0012  PID         -  HW0012
 HW0012  STATE/COUNTY-  VA/WARREN
 HW0012  USGS QUAD   -  STRASBURG (1994)
 HW0012
 HW0012                         *CURRENT SURVEY CONTROL
 HW0012  ___________________________________________________________________
 HW0012* NAD 83(1986)-  38 58 30.     (N)    078 16 04.     (W)     SCALED    
 HW0012* NAVD 88     -       154.187  (meters)     505.86   (feet)  ADJUSTED  
 HW0012  ___________________________________________________________________
 HW0012  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HW0012  DYNAMIC HT  -         154.088 (meters)     505.54  (feet)  COMP
 HW0012  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 HW0012
 HW0012  VERT ORDER  -  SECOND    CLASS 0
 HW0012
 HW0012.The horizontal coordinates were scaled from a topographic map and have
 HW0012.an estimated accuracy of +/- 6 seconds.
 HW0012
 HW0012.The orthometric height was determined by differential leveling
 HW0012.and adjusted by the National Geodetic Survey in June 1991..
 HW0012
 HW0012.The geoid height was determined by GEOID03.
 HW0012
 HW0012.The dynamic height is computed by dividing the NAVD 88
 HW0012.geopotential number by the normal gravity value computed on the
 HW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0012.degrees latitude (g = 980.6199 gals.).
 HW0012
 HW0012.The modeled gravity was interpolated from observed gravity values.
 HW0012
 HW0012;                    North         East    Units  Estimated Accuracy
 HW0012;SPC VA N     - 2,145,250.    3,520,120.      MT  (+/- 180 meters Scaled)
 HW0012
 HW0012                          SUPERSEDED SURVEY CONTROL
 HW0012
 HW0012  NGVD 29 (??/??/92)  154.39   (m)          506.5    (f) COMPUTED    2 0
 HW0012
 HW0012.Superseded values are not recommended for survey control.
 HW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0012.See file dsdata.txt to determine how the superseded data were derived.
 HW0012
 HW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD366175(NAD 83)
 HW0012_MARKER: Q = CHISELED SQUARE
 HW0012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW0012_MARK LOGO: USGS  
 HW0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0012
 HW0012  HISTORY     - Date     Condition        Report By
 HW0012  HISTORY     - UNK      MONUMENTED       USGS
 HW0012  HISTORY     - 1935     GOOD             NGS
 HW0012  HISTORY     - 1983     GOOD             NGS
 HW0012
 HW0012                          STATION DESCRIPTION
 HW0012
 HW0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0012'4.4 MI W FROM RIVERTON.
 HW0012'4.4 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HW0012'RIVERTON, WARREN COUNTY, 20 RAILS WEST OF THE STATION AT BUCKTON,
 HW0012'AT THE BRIDGE OVER PASSAGE CREEK, ON THE TOP OF THE SOUTH END OF
 HW0012'THE WEST ABUTMENT, 7 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HW0012'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
 HW0012
 HW0012                          STATION RECOVERY (1983)
 HW0012
 HW0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0012'RECOVERED IN GOOD CONDITION, THE 1935 RECOVERY IS ADEQUATE WITH THE
 HW0012'FOLLOWING CORRECTION, DELETE--20 RAILS WEST OF THE STATION AT BUCKTON,
 HW0012'STATION HAS BEEN RAZED, NOTE--THE SOUTH SIDE OF THE CHISELED SQUARE
 HW0012'HAS BEEN CHISELED AWAY AND THE MARK SHOULD BE USED WITH CAUTION,
 HW0012'NOTE--NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2080 ***********************************************************************
 GV2080  DESIGNATION -  508 A C OF R
 GV2080  PID         -  GV2080
 GV2080  STATE/COUNTY-  VA/C OF RICHMOND
 GV2080  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2080
 GV2080                         *CURRENT SURVEY CONTROL
 GV2080  ___________________________________________________________________
 GV2080* NAD 83(1986)-  37 29 30.     (N)    077 29 15.     (W)     SCALED    
 GV2080* NAVD 88     -        65.256  (meters)     214.09   (feet)  ADJUSTED  
 GV2080  ___________________________________________________________________
 GV2080  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2080  DYNAMIC HT  -          65.211 (meters)     213.95  (feet)  COMP
 GV2080  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 GV2080
 GV2080  VERT ORDER  -  SECOND    CLASS 0
 GV2080
 GV2080.The horizontal coordinates were scaled from a topographic map and have
 GV2080.an estimated accuracy of +/- 6 seconds.
 GV2080
 GV2080.The orthometric height was determined by differential leveling
 GV2080.and adjusted by the National Geodetic Survey in June 1991..
 GV2080
 GV2080.The geoid height was determined by GEOID03.
 GV2080
 GV2080.The dynamic height is computed by dividing the NAVD 88
 GV2080.geopotential number by the normal gravity value computed on the
 GV2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2080.degrees latitude (g = 980.6199 gals.).
 GV2080
 GV2080.The modeled gravity was interpolated from observed gravity values.
 GV2080
 GV2080;                    North         East    Units  Estimated Accuracy
 GV2080;SPC VA S     - 1,129,030.    3,589,530.      MT  (+/- 180 meters Scaled)
 GV2080
 GV2080                          SUPERSEDED SURVEY CONTROL
 GV2080
 GV2080  NGVD 29 (??/??/??)   65.568  (m)          215.12   (f) ADJUSTED    2 0
 GV2080
 GV2080.Superseded values are not recommended for survey control.
 GV2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2080.See file dsdata.txt to determine how the superseded data were derived.
 GV2080
 GV2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG800523(NAD 83)
 GV2080_MARKER: DD = SURVEY DISK
 GV2080_SETTING: 0 = UNSPECIFIED SETTING
 GV2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2080
 GV2080  HISTORY     - Date     Condition        Report By
 GV2080  HISTORY     - UNK      MONUMENTED       VA2060
 GV2080  HISTORY     - 1972     GOOD             NGS
 GV2080  HISTORY     - 1989     GOOD             USPSQD
 GV2080  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2080  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2080  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2080  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2080
 GV2080                          STATION DESCRIPTION
 GV2080
 GV2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2080'AT RICHMOND.
 GV2080'LOCATED 470 FEET SOUTHEAST OF B.M. 508 AT WARWICK ROAD, 28 FEET
 GV2080'NORTHEAST OF THE CENTERLINE OF WARWICK ROAD, 48 FEET SOUTHEAST
 GV2080'OF THE SOUTH SIDE PROJECTED NORTHEAST OF BRICK HOUSE NO. 5177
 GV2080'WARWICK ROAD, 97 FEET SOUTHEAST OF THE SOUTHEAST BRICK COLUMN OF
 GV2080'PORCH OF HOUSE NO. 5177 WARWICK ROAD.
 GV2080'A STANDARD C OF R DISK.
 GV2080
 GV2080                          STATION RECOVERY (1989)
 GV2080
 GV2080'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2080'RECOVERED IN GOOD CONDITION.
 GV2080
 GV2080                          STATION RECOVERY (1995)
 GV2080
 GV2080'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2080'MARK NOT FOUND.
 GV2080
 GV2080                          STATION RECOVERY (1999)
 GV2080
 GV2080'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2080'MARK NOT FOUND.
 GV2080
 GV2080                          STATION RECOVERY (2003)
 GV2080
 GV2080'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2080'MARK NOT FOUND.
 GV2080
 GV2080                          STATION RECOVERY (2005)
 GV2080
 GV2080'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2079 ***********************************************************************
 GV2079  DESIGNATION -  508 C OF R
 GV2079  PID         -  GV2079
 GV2079  STATE/COUNTY-  VA/C OF RICHMOND
 GV2079  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2079
 GV2079                         *CURRENT SURVEY CONTROL
 GV2079  ___________________________________________________________________
 GV2079* NAD 83(1986)-  37 29 34.     (N)    077 29 18.     (W)     SCALED    
 GV2079* NAVD 88     -        65.806  (meters)     215.90   (feet)  ADJUSTED  
 GV2079  ___________________________________________________________________
 GV2079  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2079  DYNAMIC HT  -          65.760 (meters)     215.75  (feet)  COMP
 GV2079  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 GV2079
 GV2079  VERT ORDER  -  SECOND    CLASS 0
 GV2079
 GV2079.The horizontal coordinates were scaled from a topographic map and have
 GV2079.an estimated accuracy of +/- 6 seconds.
 GV2079
 GV2079.The orthometric height was determined by differential leveling
 GV2079.and adjusted by the National Geodetic Survey in June 1991..
 GV2079
 GV2079.The geoid height was determined by GEOID03.
 GV2079
 GV2079.The dynamic height is computed by dividing the NAVD 88
 GV2079.geopotential number by the normal gravity value computed on the
 GV2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2079.degrees latitude (g = 980.6199 gals.).
 GV2079
 GV2079.The modeled gravity was interpolated from observed gravity values.
 GV2079
 GV2079;                    North         East    Units  Estimated Accuracy
 GV2079;SPC VA S     - 1,129,150.    3,589,460.      MT  (+/- 180 meters Scaled)
 GV2079
 GV2079                          SUPERSEDED SURVEY CONTROL
 GV2079
 GV2079  NGVD 29 (??/??/??)   66.117  (m)          216.92   (f) ADJUSTED    2 0
 GV2079
 GV2079.Superseded values are not recommended for survey control.
 GV2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2079.See file dsdata.txt to determine how the superseded data were derived.
 GV2079
 GV2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG800524(NAD 83)
 GV2079_MARKER: DD = SURVEY DISK
 GV2079_SETTING: 0 = UNSPECIFIED SETTING
 GV2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2079
 GV2079  HISTORY     - Date     Condition        Report By
 GV2079  HISTORY     - UNK      MONUMENTED       VA2060
 GV2079  HISTORY     - 1972     GOOD             NGS
 GV2079  HISTORY     - 1989     GOOD             USPSQD
 GV2079  HISTORY     - 19951028 GOOD             USPSQD
 GV2079  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2079  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2079  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2079
 GV2079                          STATION DESCRIPTION
 GV2079
 GV2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2079'AT RICHMOND.
 GV2079'30 FEET NORTHEAST OF THE CENTERLINE OF WARWICK ROAD, 9.7 FEET
 GV2079'SOUTHEAST OF THE SOUTH CURB LINE OF HULL STREET ROAD, 54.5 FEET
 GV2079'NORTHEAST OF A FIRE HYDRANT SOUTH OF WARWICK ROAD, 15.5 FEET NORTH
 GV2079'OF VEPCO POLE NO. 2435, 8 FEET SOUTHEAST OF A METAL SIGNAL LIGHT
 GV2079'SUPPORT POLE.
 GV2079'A STANDARD C OF R DISK.
 GV2079
 GV2079                          STATION RECOVERY (1989)
 GV2079
 GV2079'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2079'RECOVERED IN GOOD CONDITION.
 GV2079
 GV2079                          STATION RECOVERY (1995)
 GV2079
 GV2079'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2079'RECOVERED IN GOOD CONDITION.
 GV2079
 GV2079                          STATION RECOVERY (1999)
 GV2079
 GV2079'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2079'MARK NOT FOUND.
 GV2079
 GV2079                          STATION RECOVERY (2003)
 GV2079
 GV2079'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2079'MARK NOT FOUND.
 GV2079
 GV2079                          STATION RECOVERY (2005)
 GV2079
 GV2079'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0292 ***********************************************************************
 GX0292  DESIGNATION -  509
 GX0292  PID         -  GX0292
 GX0292  STATE/COUNTY-  VA/MONTGOMERY
 GX0292  USGS QUAD   -  RINER (1978)
 GX0292
 GX0292                         *CURRENT SURVEY CONTROL
 GX0292  ___________________________________________________________________
 GX0292* NAD 83(1986)-  37 04 45.     (N)    080 27 11.     (W)     SCALED    
 GX0292* NAVD 88     -       635.250  (meters)    2084.15   (feet)  POSTED    
 GX0292  ___________________________________________________________________
 GX0292  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX0292  DYNAMIC HT  -         634.680 (meters)    2082.28  (feet)  COMP
 GX0292  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 GX0292
 GX0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0292
 GX0292.The horizontal coordinates were scaled from a topographic map and have
 GX0292.an estimated accuracy of +/- 6 seconds.
 GX0292
 GX0292.The orthometric height was determined by differential leveling
 GX0292.and adjusted by the National Geodetic Survey in 1992..
 GX0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0292.rate of 0.0 thru 1.0 mm/km.
 GX0292
 GX0292.The geoid height was determined by GEOID03.
 GX0292
 GX0292.The dynamic height is computed by dividing the NAVD 88
 GX0292.geopotential number by the normal gravity value computed on the
 GX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0292.degrees latitude (g = 980.6199 gals.).
 GX0292
 GX0292.The modeled gravity was interpolated from observed gravity values.
 GX0292
 GX0292;                    North         East    Units  Estimated Accuracy
 GX0292;SPC VA S     - 1,084,570.    3,326,360.      MT  (+/- 180 meters Scaled)
 GX0292
 GX0292                          SUPERSEDED SURVEY CONTROL
 GX0292
 GX0292  NGVD 29 (??/??/92)  635.361  (m)         2084.51   (f) ADJ UNCH    2 0
 GX0292
 GX0292.Superseded values are not recommended for survey control.
 GX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0292.See file dsdata.txt to determine how the superseded data were derived.
 GX0292
 GX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB486037(NAD 83)
 GX0292_MARKER: DD = SURVEY DISK
 GX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0292_STAMPING: 509
 GX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0292+STABILITY: SURFACE MOTION
 GX0292
 GX0292  HISTORY     - Date     Condition        Report By
 GX0292  HISTORY     - UNK      MONUMENTED       VAGS
 GX0292  HISTORY     - 1935     GOOD             NGS
 GX0292  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0292
 GX0292                          STATION DESCRIPTION
 GX0292
 GX0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0292'4.6 MI S FROM CHRISTIANSBURG.
 GX0292'4.6 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 GX0292'AT CHRISTIANSBURG, 1.0 MILE NORTH OF RINER, 70 YARDS NORTH OF THE
 GX0292'ALTIZER SERVICE STATION, AT THE JUNCTION OF STATE HIGHWAY 110, 38
 GX0292'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 8, 23 FEET NORTHEAST
 GX0292'OF THE CENTERLINE OF STATE HIGHWAY 110, AND 19 FEET NORTH OF A
 GX0292'FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 509 AND SET
 GX0292'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GX0292'GROUND.  THE AREA IS UNDER CULTIVATION.
 GX0292
 GX0292                          STATION RECOVERY (1963)
 GX0292
 GX0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2059 ***********************************************************************
 GV2059  DESIGNATION -  509 A C OF R
 GV2059  PID         -  GV2059
 GV2059  STATE/COUNTY-  VA/C OF RICHMOND
 GV2059  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2059
 GV2059                         *CURRENT SURVEY CONTROL
 GV2059  ___________________________________________________________________
 GV2059* NAD 83(1986)-  37 29 00.     (N)    077 28 42.     (W)     SCALED    
 GV2059* NAVD 88     -        62.719  (meters)     205.77   (feet)  ADJUSTED  
 GV2059  ___________________________________________________________________
 GV2059  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2059  DYNAMIC HT  -          62.676 (meters)     205.63  (feet)  COMP
 GV2059  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 GV2059
 GV2059  VERT ORDER  -  SECOND    CLASS 0
 GV2059
 GV2059.The horizontal coordinates were scaled from a topographic map and have
 GV2059.an estimated accuracy of +/- 6 seconds.
 GV2059
 GV2059.The orthometric height was determined by differential leveling
 GV2059.and adjusted by the National Geodetic Survey in June 1991..
 GV2059
 GV2059.The geoid height was determined by GEOID03.
 GV2059
 GV2059.The dynamic height is computed by dividing the NAVD 88
 GV2059.geopotential number by the normal gravity value computed on the
 GV2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2059.degrees latitude (g = 980.6199 gals.).
 GV2059
 GV2059.The modeled gravity was interpolated from observed gravity values.
 GV2059
 GV2059;                    North         East    Units  Estimated Accuracy
 GV2059;SPC VA S     - 1,128,110.    3,590,360.      MT  (+/- 180 meters Scaled)
 GV2059
 GV2059                          SUPERSEDED SURVEY CONTROL
 GV2059
 GV2059  NGVD 29 (??/??/??)   63.031  (m)          206.79   (f) ADJUSTED    2 0
 GV2059
 GV2059.Superseded values are not recommended for survey control.
 GV2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2059.See file dsdata.txt to determine how the superseded data were derived.
 GV2059
 GV2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG808513(NAD 83)
 GV2059_MARKER: DD = SURVEY DISK
 GV2059_SETTING: 0 = UNSPECIFIED SETTING
 GV2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2059
 GV2059  HISTORY     - Date     Condition        Report By
 GV2059  HISTORY     - UNK      MONUMENTED       VA2060
 GV2059  HISTORY     - 1972     GOOD             NGS
 GV2059  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV2059  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2059  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2059
 GV2059                          STATION DESCRIPTION
 GV2059
 GV2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2059'AT RICHMOND.
 GV2059'54.5 FEET NORTHEAST OF THE CENTERLINE OF NORBORNE ROAD PROJECTED,
 GV2059'40 FEET NORTHWEST OF THE CENTERLINE OF BROAD ROCK BOULEVARD, 26
 GV2059'FEET NORTHEAST OF A MANHOLE CITY W, 8.5 FEET SOUTHEAST OF VEPCO
 GV2059'POLE NO. MD60, 52 FEET SOUTHWEST OF VEPCO POLE NO. MD71.
 GV2059'A STANDARD C OF R DISK.
 GV2059
 GV2059                          STATION RECOVERY (1995)
 GV2059
 GV2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2059'MARK NOT FOUND.
 GV2059
 GV2059                          STATION RECOVERY (1999)
 GV2059
 GV2059'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2059'MARK NOT FOUND.
 GV2059
 GV2059                          STATION RECOVERY (2003)
 GV2059
 GV2059'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2058 ***********************************************************************
 GV2058  DESIGNATION -  509 C OF R
 GV2058  PID         -  GV2058
 GV2058  STATE/COUNTY-  VA/C OF RICHMOND
 GV2058  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2058
 GV2058                         *CURRENT SURVEY CONTROL
 GV2058  ___________________________________________________________________
 GV2058* NAD 83(1986)-  37 28 56.     (N)    077 28 45.     (W)     SCALED    
 GV2058* NAVD 88     -        63.341  (meters)     207.81   (feet)  ADJUSTED  
 GV2058  ___________________________________________________________________
 GV2058  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2058  DYNAMIC HT  -          63.297 (meters)     207.67  (feet)  COMP
 GV2058  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 GV2058
 GV2058  VERT ORDER  -  SECOND    CLASS 0
 GV2058
 GV2058.The horizontal coordinates were scaled from a topographic map and have
 GV2058.an estimated accuracy of +/- 6 seconds.
 GV2058
 GV2058.The orthometric height was determined by differential leveling
 GV2058.and adjusted by the National Geodetic Survey in June 1991..
 GV2058
 GV2058.The geoid height was determined by GEOID03.
 GV2058
 GV2058.The dynamic height is computed by dividing the NAVD 88
 GV2058.geopotential number by the normal gravity value computed on the
 GV2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2058.degrees latitude (g = 980.6199 gals.).
 GV2058
 GV2058.The modeled gravity was interpolated from observed gravity values.
 GV2058
 GV2058;                    North         East    Units  Estimated Accuracy
 GV2058;SPC VA S     - 1,127,990.    3,590,280.      MT  (+/- 180 meters Scaled)
 GV2058
 GV2058                          SUPERSEDED SURVEY CONTROL
 GV2058
 GV2058  NGVD 29 (??/??/??)   63.652  (m)          208.83   (f) ADJUSTED    2 0
 GV2058
 GV2058.Superseded values are not recommended for survey control.
 GV2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2058.See file dsdata.txt to determine how the superseded data were derived.
 GV2058
 GV2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG807512(NAD 83)
 GV2058_MARKER: DD = SURVEY DISK
 GV2058_SETTING: 0 = UNSPECIFIED SETTING
 GV2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2058
 GV2058  HISTORY     - Date     Condition        Report By
 GV2058  HISTORY     - UNK      MONUMENTED       VA2060
 GV2058  HISTORY     - 1972     GOOD             NGS
 GV2058  HISTORY     - 19951018 GOOD             USPSQD
 GV2058  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2058  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2058
 GV2058                          STATION DESCRIPTION
 GV2058
 GV2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2058'AT RICHMOND.
 GV2058'44 FEET NORTHWEST OF THE CENTERLINE OF BROAD ROCK BOULEVARD, 68
 GV2058'FEET EAST OF THE CENTERLINE OF WARWICK ROAD, 11 FEET NORTHEAST
 GV2058'OF VEPCO POLE NO. LC91, 47 FEET EAST OF VEPCO POLE NO. LC81,
 GV2058'105.5 FEET SOUTHWEST OF VEPCO POLE NO. MC03, 6 FEET NORTH OF A
 GV2058'V.D.H. MONUMENT.
 GV2058'A STANDARD C OF R DISK.
 GV2058
 GV2058                          STATION RECOVERY (1995)
 GV2058
 GV2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2058'RECOVERED IN GOOD CONDITION.
 GV2058
 GV2058                          STATION RECOVERY (1999)
 GV2058
 GV2058'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2058'MARK NOT FOUND.
 GV2058
 GV2058                          STATION RECOVERY (2003)
 GV2058
 GV2058'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5788 ***********************************************************************
 GV5788  DESIGNATION -  51
 GV5788  PID         -  GV5788
 GV5788  STATE/COUNTY-  VA/C OF RICHMOND
 GV5788  USGS QUAD   -  BON AIR (1994)
 GV5788
 GV5788                         *CURRENT SURVEY CONTROL
 GV5788  ___________________________________________________________________
 GV5788* NAD 83(1993)-  37 31 55.18252(N)    077 32 38.79694(W)     ADJUSTED  
 GV5788* NAVD 88     -        86.27   (+/-2cm)     283.0    (feet)  VERTCON   
 GV5788  ___________________________________________________________________
 GV5788  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV5788  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5788
 GV5788  HORZ ORDER  -  SECOND
 GV5788  VERT ORDER  -  THIRD ? (See Below)
 GV5788
 GV5788.The horizontal coordinates were established by classical geodetic methods
 GV5788.and adjusted by the National Geodetic Survey in November 1994..
 GV5788
 GV5788.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5788.The vertical order pertains to the NGVD 29 superseded value.
 GV5788
 GV5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5788
 GV5788.The geoid height was determined by GEOID03.
 GV5788
 GV5788;                    North         East     Units Scale Factor Converg.
 GV5788;SPC VA S     - 1,133,449.833 3,584,483.187   MT  0.99994951   +0 34 48.6
 GV5788;SPC VA S     - 3,718,659.99 11,760,091.92   sFT  0.99994951   +0 34 48.6
 GV5788;UTM  18      - 4,156,932.562   275,202.672   MT  1.00022250   -1 33 01.9
 GV5788
 GV5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5788!SPC VA S     -   0.99999162  x   0.99994951  =   0.99994113
 GV5788!UTM  18      -   0.99999162  x   1.00022250  =   1.00021412
 GV5788
 GV5788|---------------------------------------------------------------------|
 GV5788| PID    Reference Object                     Distance      Geod. Az  |
 GV5788|                                                           dddmmss.s |
 GV5788| GV5780 50                                  377.169 METERS 06151     |
 GV5788| DC5508 51 RM                                13.250 METERS 11355     |
 GV5788| GV5795 52                                  318.439 METERS 26643     |
 GV5788|---------------------------------------------------------------------|
 GV5788
 GV5788                          SUPERSEDED SURVEY CONTROL
 GV5788
 GV5788  NAD 83(1986)-  37 31 55.18873(N)    077 32 38.81380(W) AD(       ) 2
 GV5788  NAD 27      -  37 31 54.65844(N)    077 32 39.86228(W) AD(       ) 2
 GV5788  NGVD 29 (07/19/86)   86.58   (m)          284.1    (f) LEVELING    3  
 GV5788
 GV5788.Superseded values are not recommended for survey control.
 GV5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5788.See file dsdata.txt to determine how the superseded data were derived.
 GV5788
 GV5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7520356933(NAD 83)
 GV5788_MARKER: Z = SEE DESCRIPTION
 GV5788_SETTING: 0 = UNSPECIFIED SETTING
 GV5788
 GV5788  HISTORY     - Date     Condition        Report By
 GV5788  HISTORY     - 1972     MONUMENTED       NGS
 GV5788  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5788  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5788  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5788
 GV5788                          STATION DESCRIPTION
 GV5788
 GV5788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RWS)
 GV5788'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5788'BUFORD RD., THENCE NORTH 0.05 MILE TO INTERSECTION WITH FOREST HILL
 GV5788'AVE., THENCE EAST ON FOREST HILL AVE. 0.95 MILE TO POINT NO. 51.
 GV5788'
 GV5788'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5788'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5788'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5788'ABOUT 8 INCHES BELOW GROUND.
 GV5788'
 GV5788'38.0 FEET S. OF C/L OF FOREST HILL AVE., 47.6 FEET W. OF C AND P POLE
 GV5788'NO. 36 AND VEPCO NO. 23614, 77.4 FEET E. OF END OF CHAIN LINK
 GV5788'FENCE.
 GV5788'
 GV5788'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5788'CENTER OF PIN, SET FLUSH TO GROUND.  63.3 FEET S. OF C/L OF FOREST
 GV5788'HILL AVE., 32.6 FEET S.W. OF C AND P POLE NO. 36 AND VEPCO
 GV5788'NO. 23614, 60.7 FEET E. OF 4 INCHES CEDAR TREE.
 GV5788'
 GV5788'DISTANCE BETWEEN PT. 51 AND R.M. IS 43.46 FT., 13.250 M.
 GV5788'
 GV5788'NEAREST TOWN--RICHMOND.
 GV5788
 GV5788                          STATION RECOVERY (1995)
 GV5788
 GV5788'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5788'MARK NOT FOUND.
 GV5788
 GV5788                          STATION RECOVERY (1999)
 GV5788
 GV5788'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5788'MARK NOT FOUND.
 GV5788
 GV5788                          STATION RECOVERY (2004)
 GV5788
 GV5788'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0027 ***********************************************************************
 GV0027  DESIGNATION -  51 USGS
 GV0027  PID         -  GV0027
 GV0027  STATE/COUNTY-  VA/LANCASTER
 GV0027  USGS QUAD   -  IRVINGTON (1992)
 GV0027
 GV0027                         *CURRENT SURVEY CONTROL
 GV0027  ___________________________________________________________________
 GV0027* NAD 83(1986)-  37 38 56.     (N)    076 23 23.     (W)     SCALED    
 GV0027* NAVD 88     -        15.308  (meters)      50.22   (feet)  ADJUSTED  
 GV0027  ___________________________________________________________________
 GV0027  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 GV0027  DYNAMIC HT  -          15.298 (meters)      50.19  (feet)  COMP
 GV0027  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 GV0027
 GV0027  VERT ORDER  -  FIRST     CLASS I
 GV0027
 GV0027.The horizontal coordinates were scaled from a topographic map and have
 GV0027.an estimated accuracy of +/- 6 seconds.
 GV0027
 GV0027.The orthometric height was determined by differential leveling
 GV0027.and adjusted by the National Geodetic Survey in June 1991..
 GV0027
 GV0027.The geoid height was determined by GEOID03.
 GV0027
 GV0027.The dynamic height is computed by dividing the NAVD 88
 GV0027.geopotential number by the normal gravity value computed on the
 GV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0027.degrees latitude (g = 980.6199 gals.).
 GV0027
 GV0027.The modeled gravity was interpolated from observed gravity values.
 GV0027
 GV0027;                    North         East    Units  Estimated Accuracy
 GV0027;SPC VA S     - 1,148,080.    3,686,210.      MT  (+/- 180 meters Scaled)
 GV0027
 GV0027                          SUPERSEDED SURVEY CONTROL
 GV0027
 GV0027  NGVD 29 (05/17/90)   15.550  (m)           51.02   (f) ADJUSTED    1 1
 GV0027
 GV0027.Superseded values are not recommended for survey control.
 GV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0027.See file dsdata.txt to determine how the superseded data were derived.
 GV0027
 GV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG774677(NAD 83)
 GV0027_MARKER: DD = SURVEY DISK
 GV0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0027_SP_SET: BUILDING
 GV0027_STAMPING: 51 1916
 GV0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0027
 GV0027  HISTORY     - Date     Condition        Report By
 GV0027  HISTORY     - 1916     MONUMENTED       USGS
 GV0027  HISTORY     - 1971     GOOD             NGS
 GV0027  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV0027  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV0027  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV0027  HISTORY     - 20010901 MARK NOT FOUND   USPSQD
 GV0027  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV0027
 GV0027                          STATION DESCRIPTION
 GV0027
 GV0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0027'AT WHITE STONE.
 GV0027'AT WHITE STONE, ABOUT 60 YARDS NORTHWEST ALONG STATE HIGHWAY 3
 GV0027'FROM THE JUNCTION OF STATE HIGHWAY 200, SET VERTICALLY IN THE
 GV0027'NORTHWEST FACE OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 GV0027'BUILDING OCCUPIED BY THE WHITE STONE DRY CLEANERS, 31 FEET
 GV0027'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.3 FEET NORTHEAST
 GV0027'OF THE NORTHEAST CURB OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE
 GV0027'LEVEL OF THE HIGHWAY.
 GV0027
 GV0027                          STATION RECOVERY (1991)
 GV0027
 GV0027'RECOVERY NOTE BY US POWER SQUADRON 1991 (CMP)
 GV0027'MARK NOT FOUND.
 GV0027
 GV0027                          STATION RECOVERY (1994)
 GV0027
 GV0027'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0027'MARK NOT FOUND.
 GV0027
 GV0027                          STATION RECOVERY (1998)
 GV0027
 GV0027'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0027'MARK NOT FOUND.
 GV0027
 GV0027                          STATION RECOVERY (2001)
 GV0027
 GV0027'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR)
 GV0027'MARK NOT FOUND.
 GV0027
 GV0027                          STATION RECOVERY (2002)
 GV0027
 GV0027'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0027'THE BUILDING WITH THE DISC IN THE WALL HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0291 ***********************************************************************
 GX0291  DESIGNATION -  510
 GX0291  PID         -  GX0291
 GX0291  STATE/COUNTY-  VA/MONTGOMERY
 GX0291  USGS QUAD   -  RINER (1978)
 GX0291
 GX0291                         *CURRENT SURVEY CONTROL
 GX0291  ___________________________________________________________________
 GX0291* NAD 83(1986)-  37 04 57.     (N)    080 27 08.     (W)     SCALED    
 GX0291* NAVD 88     -       642.305  (meters)    2107.30   (feet)  POSTED    
 GX0291  ___________________________________________________________________
 GX0291  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX0291  DYNAMIC HT  -         641.730 (meters)    2105.41  (feet)  COMP
 GX0291  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 GX0291
 GX0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0291
 GX0291.The horizontal coordinates were scaled from a topographic map and have
 GX0291.an estimated accuracy of +/- 6 seconds.
 GX0291
 GX0291.The orthometric height was determined by differential leveling
 GX0291.and adjusted by the National Geodetic Survey in 1992..
 GX0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0291.rate of 0.0 thru 1.0 mm/km.
 GX0291
 GX0291.The geoid height was determined by GEOID03.
 GX0291
 GX0291.The dynamic height is computed by dividing the NAVD 88
 GX0291.geopotential number by the normal gravity value computed on the
 GX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0291.degrees latitude (g = 980.6199 gals.).
 GX0291
 GX0291.The modeled gravity was interpolated from observed gravity values.
 GX0291
 GX0291;                    North         East    Units  Estimated Accuracy
 GX0291;SPC VA S     - 1,084,930.    3,326,440.      MT  (+/- 180 meters Scaled)
 GX0291
 GX0291                          SUPERSEDED SURVEY CONTROL
 GX0291
 GX0291  NGVD 29 (??/??/92)  642.416  (m)         2107.66   (f) ADJ UNCH    2 0
 GX0291
 GX0291.Superseded values are not recommended for survey control.
 GX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0291.See file dsdata.txt to determine how the superseded data were derived.
 GX0291
 GX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB486041(NAD 83)
 GX0291_MARKER: DD = SURVEY DISK
 GX0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0291_STAMPING: 510
 GX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0291+STABILITY: SURFACE MOTION
 GX0291
 GX0291  HISTORY     - Date     Condition        Report By
 GX0291  HISTORY     - UNK      MONUMENTED       VAGS
 GX0291  HISTORY     - 1935     GOOD             NGS
 GX0291  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0291
 GX0291                          STATION DESCRIPTION
 GX0291
 GX0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0291'4.4 MI S FROM CHRISTIANSBURG.
 GX0291'4.4 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 GX0291'AT CHRISTIANSBURG, 1.2 MILES NORTH OF RINER, 400 YARDS NORTH OF
 GX0291'THE JUNCTION OF STATE HIGHWAY 110, 42 FEET WEST OF THE CENTERLINE
 GX0291'OF THE HIGHWAY, 23.6 FEET WEST OF A FENCE.  A STATE SURVEY
 GX0291'STANDARD DISK, STAMPED 510 AND SET IN THE TOP OF A CONCRETE POST
 GX0291'PROJECTING 6 INCHES ABOVE GROUND.  THE AREA IS UNDER CULTIVATION.
 GX0291
 GX0291                          STATION RECOVERY (1963)
 GX0291
 GX0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2053 ***********************************************************************
 GV2053  DESIGNATION -  510 A C OF R
 GV2053  PID         -  GV2053
 GV2053  STATE/COUNTY-  VA/C OF RICHMOND
 GV2053  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2053
 GV2053                         *CURRENT SURVEY CONTROL
 GV2053  ___________________________________________________________________
 GV2053* NAD 83(1986)-  37 29 35.     (N)    077 28 22.     (W)     SCALED    
 GV2053* NAVD 88     -        56.581  (meters)     185.63   (feet)  ADJUSTED  
 GV2053  ___________________________________________________________________
 GV2053  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2053  DYNAMIC HT  -          56.541 (meters)     185.50  (feet)  COMP
 GV2053  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 GV2053
 GV2053  VERT ORDER  -  SECOND    CLASS 0
 GV2053
 GV2053.The horizontal coordinates were scaled from a topographic map and have
 GV2053.an estimated accuracy of +/- 6 seconds.
 GV2053
 GV2053.The orthometric height was determined by differential leveling
 GV2053.and adjusted by the National Geodetic Survey in June 1991..
 GV2053
 GV2053.The geoid height was determined by GEOID03.
 GV2053
 GV2053.The dynamic height is computed by dividing the NAVD 88
 GV2053.geopotential number by the normal gravity value computed on the
 GV2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2053.degrees latitude (g = 980.6199 gals.).
 GV2053
 GV2053.The modeled gravity was interpolated from observed gravity values.
 GV2053
 GV2053;                    North         East    Units  Estimated Accuracy
 GV2053;SPC VA S     - 1,129,200.    3,590,830.      MT  (+/- 180 meters Scaled)
 GV2053
 GV2053                          SUPERSEDED SURVEY CONTROL
 GV2053
 GV2053  NGVD 29 (??/??/??)   56.892  (m)          186.65   (f) ADJUSTED    2 0
 GV2053
 GV2053.Superseded values are not recommended for survey control.
 GV2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2053.See file dsdata.txt to determine how the superseded data were derived.
 GV2053
 GV2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG813524(NAD 83)
 GV2053_MARKER: DD = SURVEY DISK
 GV2053_SETTING: 0 = UNSPECIFIED SETTING
 GV2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2053
 GV2053  HISTORY     - Date     Condition        Report By
 GV2053  HISTORY     - UNK      MONUMENTED       VA2060
 GV2053  HISTORY     - 1972     GOOD             NGS
 GV2053  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2053  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2053  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2053  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2053
 GV2053                          STATION DESCRIPTION
 GV2053
 GV2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2053'AT RICHMOND.
 GV2053'45.5 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRACK OF
 GV2053'THE S.C.L.R.R., 12.5 FEET WEST OF THE THIRD TELEPHONE POLE
 GV2053'NORTHWEST OF BROAD ROCK ROAD, 88 FEET SOUTHWEST OF MILE POST 3,
 GV2053'ACCESSABLE AT NO. 1637 SUNBURY ROAD.
 GV2053'A STANDARD C OF R DISK.
 GV2053
 GV2053                          STATION RECOVERY (1995)
 GV2053
 GV2053'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2053'MARK NOT FOUND.
 GV2053
 GV2053                          STATION RECOVERY (1999)
 GV2053
 GV2053'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2053'MARK NOT FOUND.
 GV2053
 GV2053                          STATION RECOVERY (2003)
 GV2053
 GV2053'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2053'MARK NOT FOUND.
 GV2053
 GV2053                          STATION RECOVERY (2005)
 GV2053
 GV2053'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0429 ***********************************************************************
 HW0429  DESIGNATION -  510.66
 HW0429  PID         -  HW0429
 HW0429  STATE/COUNTY-  VA/ORANGE
 HW0429  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0429
 HW0429                         *CURRENT SURVEY CONTROL
 HW0429  ___________________________________________________________________
 HW0429* NAD 83(1986)-  38 10 14.     (N)    078 16 54.     (W)     SCALED    
 HW0429* NAVD 88     -       155.312  (meters)     509.55   (feet)  ADJUSTED  
 HW0429  ___________________________________________________________________
 HW0429  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0429  DYNAMIC HT  -         155.208 (meters)     509.21  (feet)  COMP
 HW0429  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HW0429
 HW0429  VERT ORDER  -  SECOND    CLASS 0
 HW0429
 HW0429.The horizontal coordinates were scaled from a topographic map and have
 HW0429.an estimated accuracy of +/- 6 seconds.
 HW0429
 HW0429.The orthometric height was determined by differential leveling
 HW0429.and adjusted by the National Geodetic Survey in June 1991..
 HW0429
 HW0429.The geoid height was determined by GEOID03.
 HW0429
 HW0429.The dynamic height is computed by dividing the NAVD 88
 HW0429.geopotential number by the normal gravity value computed on the
 HW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0429.degrees latitude (g = 980.6199 gals.).
 HW0429
 HW0429.The modeled gravity was interpolated from observed gravity values.
 HW0429
 HW0429;                    North         East    Units  Estimated Accuracy
 HW0429;SPC VA N     - 2,055,950.    3,519,130.      MT  (+/- 180 meters Scaled)
 HW0429
 HW0429                          SUPERSEDED SURVEY CONTROL
 HW0429
 HW0429  NGVD 29 (??/??/92)  155.534  (m)          510.28   (f) ADJ UNCH    2 0
 HW0429
 HW0429.Superseded values are not recommended for survey control.
 HW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0429.See file dsdata.txt to determine how the superseded data were derived.
 HW0429
 HW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC381282(NAD 83)
 HW0429_MARKER: X = CHISELED CROSS
 HW0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0429_SP_SET: STEP
 HW0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0429
 HW0429  HISTORY     - Date     Condition        Report By
 HW0429  HISTORY     - UNK      MONUMENTED       USGS
 HW0429  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0429  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0429  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0429
 HW0429                          STATION DESCRIPTION
 HW0429
 HW0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0429'AT BARBOURSVILLE.
 HW0429'AT BARBOURSVILLE, ORANGE COUNTY, ABOUT 18 FEET SOUTHEAST OF THE
 HW0429'SOUTHERN RAILWAY STATION, 33 FEET EAST OF THE NORTHBOUND MAIN
 HW0429'TRACK, AND ON THE TOP OF THE NORTH END OF A CONCRETE STEP LEADING
 HW0429'TO THE FRONT YARD.  A CHISELED CROSS.
 HW0429
 HW0429                          STATION RECOVERY (1998)
 HW0429
 HW0429'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0429'MARK NOT FOUND.
 HW0429
 HW0429                          STATION RECOVERY (2003)
 HW0429
 HW0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0290 ***********************************************************************
 GX0290  DESIGNATION -  511
 GX0290  PID         -  GX0290
 GX0290  STATE/COUNTY-  VA/MONTGOMERY
 GX0290  USGS QUAD   -  RINER (1978)
 GX0290
 GX0290                         *CURRENT SURVEY CONTROL
 GX0290  ___________________________________________________________________
 GX0290* NAD 83(1986)-  37 06 41.     (N)    080 25 26.     (W)     SCALED    
 GX0290* NAVD 88     -       634.642  (meters)    2082.15   (feet)  POSTED    
 GX0290  ___________________________________________________________________
 GX0290  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX0290  DYNAMIC HT  -         634.070 (meters)    2080.28  (feet)  COMP
 GX0290  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 GX0290
 GX0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0290
 GX0290.The horizontal coordinates were scaled from a topographic map and have
 GX0290.an estimated accuracy of +/- 6 seconds.
 GX0290
 GX0290.The orthometric height was determined by differential leveling
 GX0290.and adjusted by the National Geodetic Survey in 1992..
 GX0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0290.rate of 0.0 thru 1.0 mm/km.
 GX0290
 GX0290.The geoid height was determined by GEOID03.
 GX0290
 GX0290.The dynamic height is computed by dividing the NAVD 88
 GX0290.geopotential number by the normal gravity value computed on the
 GX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0290.degrees latitude (g = 980.6199 gals.).
 GX0290
 GX0290.The modeled gravity was interpolated from observed gravity values.
 GX0290
 GX0290;                    North         East    Units  Estimated Accuracy
 GX0290;SPC VA S     - 1,088,090.    3,329,020.      MT  (+/- 180 meters Scaled)
 GX0290
 GX0290                          SUPERSEDED SURVEY CONTROL
 GX0290
 GX0290  NGVD 29 (??/??/92)  634.746  (m)         2082.50   (f) ADJ UNCH    2 0
 GX0290
 GX0290.Superseded values are not recommended for survey control.
 GX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0290.See file dsdata.txt to determine how the superseded data were derived.
 GX0290
 GX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB511073(NAD 83)
 GX0290_MARKER: DD = SURVEY DISK
 GX0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0290_STAMPING: 511
 GX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0290+STABILITY: SURFACE MOTION
 GX0290
 GX0290  HISTORY     - Date     Condition        Report By
 GX0290  HISTORY     - UNK      MONUMENTED       VAGS
 GX0290  HISTORY     - 1935     GOOD             NGS
 GX0290  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0290
 GX0290                          STATION DESCRIPTION
 GX0290
 GX0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0290'1.6 MI S FROM CHRISTIANSBURG.
 GX0290'1.6 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 GX0290'AT CHRISTIANSBURG, 0.4 MILE SOUTH OF THE JUNCTION OF BALTO
 GX0290'TURNPIKE, 19.2 FEET SOUTH OF THE SOUTH END OF A 2-FOOT TERRA-COTTA
 GX0290'CULVERT, 29 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.6
 GX0290'FEET NORTHEAST OF THE CENTER OF A PASTURE GATE, AND 3.3 FEET
 GX0290'NORTHWEST OF THE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 GX0290'511 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 GX0290'INCHES ABOVE GROUND.
 GX0290
 GX0290                          STATION RECOVERY (1963)
 GX0290
 GX0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1332 ***********************************************************************
 GV1332  DESIGNATION -  511 C OF R
 GV1332  PID         -  GV1332
 GV1332  STATE/COUNTY-  VA/CHESTERFIELD
 GV1332  USGS QUAD   -  RICHMOND (1994)
 GV1332
 GV1332                         *CURRENT SURVEY CONTROL
 GV1332  ___________________________________________________________________
 GV1332* NAD 83(1986)-  37 30 04.     (N)    077 28 09.     (W)     SCALED    
 GV1332* NAVD 88     -        58.428  (meters)     191.69   (feet)  ADJUSTED  
 GV1332  ___________________________________________________________________
 GV1332  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV1332  DYNAMIC HT  -          58.388 (meters)     191.56  (feet)  COMP
 GV1332  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 GV1332
 GV1332  VERT ORDER  -  SECOND    CLASS 0
 GV1332
 GV1332.The horizontal coordinates were scaled from a topographic map and have
 GV1332.an estimated accuracy of +/- 6 seconds.
 GV1332
 GV1332.The orthometric height was determined by differential leveling
 GV1332.and adjusted by the National Geodetic Survey in June 1991..
 GV1332
 GV1332.The geoid height was determined by GEOID03.
 GV1332
 GV1332.The dynamic height is computed by dividing the NAVD 88
 GV1332.geopotential number by the normal gravity value computed on the
 GV1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1332.degrees latitude (g = 980.6199 gals.).
 GV1332
 GV1332.The modeled gravity was interpolated from observed gravity values.
 GV1332
 GV1332;                    North         East    Units  Estimated Accuracy
 GV1332;SPC VA S     - 1,130,090.    3,591,140.      MT  (+/- 180 meters Scaled)
 GV1332
 GV1332                          SUPERSEDED SURVEY CONTROL
 GV1332
 GV1332  NGVD 29 (??/??/??)   58.740  (m)          192.72   (f) ADJUSTED    2 0
 GV1332
 GV1332.Superseded values are not recommended for survey control.
 GV1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1332.See file dsdata.txt to determine how the superseded data were derived.
 GV1332
 GV1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG817533(NAD 83)
 GV1332_MARKER: DD = SURVEY DISK
 GV1332_SETTING: 0 = UNSPECIFIED SETTING
 GV1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1332+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1332
 GV1332  HISTORY     - Date     Condition        Report By
 GV1332  HISTORY     - UNK      MONUMENTED       VA2060
 GV1332  HISTORY     - 1972     GOOD             NGS
 GV1332  HISTORY     - 20000223 GOOD             USPSQD
 GV1332  HISTORY     - 20041023 GOOD             USPSQD
 GV1332
 GV1332                          STATION DESCRIPTION
 GV1332
 GV1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1332'AT RICHMOND.
 GV1332'3.2 FEET NORTHEAST OF THE CURB ON THE EAST LINE OF SPAINE
 GV1332'STREET, 32 FEET NORTHWEST OF THE CURB LINE ON THE NORTH LINE OF
 GV1332'EAST BROAD ROCK ROAD, 10.5 FEET NORTHWEST OF VEPCO POLE NO. 23964,
 GV1332'29.5 FEET SOUTHEAST OF A .8 FOOT MAGNOLIA.
 GV1332
 GV1332                          STATION RECOVERY (2000)
 GV1332
 GV1332'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1332'RECOVERED IN GOOD CONDITION.
 GV1332
 GV1332                          STATION RECOVERY (2004)
 GV1332
 GV1332'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0288 ***********************************************************************
 GX0288  DESIGNATION -  512
 GX0288  PID         -  GX0288
 GX0288  STATE/COUNTY-  VA/MONTGOMERY
 GX0288  USGS QUAD   -  RINER (1978)
 GX0288
 GX0288                         *CURRENT SURVEY CONTROL
 GX0288  ___________________________________________________________________
 GX0288* NAD 83(1986)-  37 07 05.     (N)    080 25 16.     (W)     SCALED    
 GX0288* NAVD 88     -       670.146  (meters)    2198.64   (feet)  POSTED    
 GX0288  ___________________________________________________________________
 GX0288  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX0288  DYNAMIC HT  -         669.540 (meters)    2196.65  (feet)  COMP
 GX0288  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 GX0288
 GX0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0288
 GX0288.The horizontal coordinates were scaled from a topographic map and have
 GX0288.an estimated accuracy of +/- 6 seconds.
 GX0288
 GX0288.The orthometric height was determined by differential leveling
 GX0288.and adjusted by the National Geodetic Survey in 1992..
 GX0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0288.rate of 0.0 thru 1.0 mm/km.
 GX0288
 GX0288.The geoid height was determined by GEOID03.
 GX0288
 GX0288.The dynamic height is computed by dividing the NAVD 88
 GX0288.geopotential number by the normal gravity value computed on the
 GX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0288.degrees latitude (g = 980.6199 gals.).
 GX0288
 GX0288.The modeled gravity was interpolated from observed gravity values.
 GX0288
 GX0288;                    North         East    Units  Estimated Accuracy
 GX0288;SPC VA S     - 1,088,820.    3,329,280.      MT  (+/- 180 meters Scaled)
 GX0288
 GX0288                          SUPERSEDED SURVEY CONTROL
 GX0288
 GX0288  NGVD 29 (??/??/92)  670.249  (m)         2198.98   (f) ADJ UNCH    2 0
 GX0288
 GX0288.Superseded values are not recommended for survey control.
 GX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0288.See file dsdata.txt to determine how the superseded data were derived.
 GX0288
 GX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB514081(NAD 83)
 GX0288_MARKER: DD = SURVEY DISK
 GX0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0288_STAMPING: 512
 GX0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0288+STABILITY: SURFACE MOTION
 GX0288
 GX0288  HISTORY     - Date     Condition        Report By
 GX0288  HISTORY     - UNK      MONUMENTED       VAGS
 GX0288  HISTORY     - 1935     GOOD             NGS
 GX0288
 GX0288                          STATION DESCRIPTION
 GX0288
 GX0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0288'1.2 MI SW FROM CHRISTIANSBURG.
 GX0288'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 GX0288'AT CHRISTIANSBURG, ABOUT 280 FEET SOUTH OF THE JUNCTION OF BALTO
 GX0288'TURNPIKE, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5.0
 GX0288'FEET SOUTH OF AN OLD BOARD FENCE, AND AT THE EDGE OF A FIELD.
 GX0288'A STATE SURVEY STANDARD DISK, STAMPED 512 AND SET IN THE TOP OF
 GX0288'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2061 ***********************************************************************
 GV2061  DESIGNATION -  512 A C OF R
 GV2061  PID         -  GV2061
 GV2061  STATE/COUNTY-  VA/C OF RICHMOND
 GV2061  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2061
 GV2061                         *CURRENT SURVEY CONTROL
 GV2061  ___________________________________________________________________
 GV2061* NAD 83(1986)-  37 28 13.     (N)    077 28 59.     (W)     SCALED    
 GV2061* NAVD 88     -        59.046  (meters)     193.72   (feet)  ADJUSTED  
 GV2061  ___________________________________________________________________
 GV2061  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2061  DYNAMIC HT  -          59.005 (meters)     193.59  (feet)  COMP
 GV2061  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 GV2061
 GV2061  VERT ORDER  -  SECOND    CLASS 0
 GV2061
 GV2061.The horizontal coordinates were scaled from a topographic map and have
 GV2061.an estimated accuracy of +/- 6 seconds.
 GV2061
 GV2061.The orthometric height was determined by differential leveling
 GV2061.and adjusted by the National Geodetic Survey in June 1991..
 GV2061
 GV2061.The geoid height was determined by GEOID03.
 GV2061
 GV2061.The dynamic height is computed by dividing the NAVD 88
 GV2061.geopotential number by the normal gravity value computed on the
 GV2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2061.degrees latitude (g = 980.6199 gals.).
 GV2061
 GV2061.The modeled gravity was interpolated from observed gravity values.
 GV2061
 GV2061;                    North         East    Units  Estimated Accuracy
 GV2061;SPC VA S     - 1,126,660.    3,589,950.      MT  (+/- 180 meters Scaled)
 GV2061
 GV2061                          SUPERSEDED SURVEY CONTROL
 GV2061
 GV2061  NGVD 29 (??/??/??)   59.358  (m)          194.74   (f) ADJUSTED    2 0
 GV2061
 GV2061.Superseded values are not recommended for survey control.
 GV2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2061.See file dsdata.txt to determine how the superseded data were derived.
 GV2061
 GV2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG804499(NAD 83)
 GV2061_MARKER: DD = SURVEY DISK
 GV2061_SETTING: 0 = UNSPECIFIED SETTING
 GV2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2061
 GV2061  HISTORY     - Date     Condition        Report By
 GV2061  HISTORY     - UNK      MONUMENTED       VA2060
 GV2061  HISTORY     - 1972     GOOD             NGS
 GV2061  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2061  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2061  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2061
 GV2061                          STATION DESCRIPTION
 GV2061
 GV2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2061'AT RICHMOND.
 GV2061'252 FEET NORTHWEST (ALONG WALMSLEY BOULEVARD) OF THE CENTERLINE
 GV2061'OF THE WEST BOUND LANE OF BROAD ROCK ROAD, 31 FEET SOUTH OF THE
 GV2061'CENTERLINE OF WALMSLEY BOULEVARD, 34 FEET SOUTHWEST OF VEPCO POLE
 GV2061'NO. 29507, 54 FEET NORTHWEST OF A 2 FEET PINE, 88 FEET SOUTHEAST
 GV2061'OF VEPCO POLE NO. II94, 127.5 FEET NORTHWEST OF VEPCO POLE NO.
 GV2061'J123.
 GV2061'A STANDARD C OF R DISK.
 GV2061
 GV2061                          STATION RECOVERY (1995)
 GV2061
 GV2061'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2061'MARK NOT FOUND.
 GV2061
 GV2061                          STATION RECOVERY (1999)
 GV2061
 GV2061'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2061'MARK NOT FOUND.
 GV2061
 GV2061                          STATION RECOVERY (2003)
 GV2061
 GV2061'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2027 ***********************************************************************
 GV2027  DESIGNATION -  514 C OF R
 GV2027  PID         -  GV2027
 GV2027  STATE/COUNTY-  VA/C OF RICHMOND
 GV2027  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2027
 GV2027                         *CURRENT SURVEY CONTROL
 GV2027  ___________________________________________________________________
 GV2027* NAD 83(1986)-  37 27 38.     (N)    077 27 01.     (W)     SCALED    
 GV2027* NAVD 88     -        30.642  (meters)     100.53   (feet)  ADJUSTED  
 GV2027  ___________________________________________________________________
 GV2027  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV2027  DYNAMIC HT  -          30.621 (meters)     100.46  (feet)  COMP
 GV2027  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 GV2027
 GV2027  VERT ORDER  -  SECOND    CLASS 0
 GV2027
 GV2027.The horizontal coordinates were scaled from a topographic map and have
 GV2027.an estimated accuracy of +/- 6 seconds.
 GV2027
 GV2027.The orthometric height was determined by differential leveling
 GV2027.and adjusted by the National Geodetic Survey in June 1991..
 GV2027
 GV2027.The geoid height was determined by GEOID03.
 GV2027
 GV2027.The dynamic height is computed by dividing the NAVD 88
 GV2027.geopotential number by the normal gravity value computed on the
 GV2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2027.degrees latitude (g = 980.6199 gals.).
 GV2027
 GV2027.The modeled gravity was interpolated from observed gravity values.
 GV2027
 GV2027;                    North         East    Units  Estimated Accuracy
 GV2027;SPC VA S     - 1,125,610.    3,592,860.      MT  (+/- 180 meters Scaled)
 GV2027
 GV2027                          SUPERSEDED SURVEY CONTROL
 GV2027
 GV2027  NGVD 29 (??/??/??)   30.953  (m)          101.55   (f) ADJUSTED    2 0
 GV2027
 GV2027.Superseded values are not recommended for survey control.
 GV2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2027.See file dsdata.txt to determine how the superseded data were derived.
 GV2027
 GV2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG832487(NAD 83)
 GV2027_MARKER: DD = SURVEY DISK
 GV2027_SETTING: 0 = UNSPECIFIED SETTING
 GV2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2027
 GV2027  HISTORY     - Date     Condition        Report By
 GV2027  HISTORY     - UNK      MONUMENTED       VA2060
 GV2027  HISTORY     - 1972     GOOD             NGS
 GV2027  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2027  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2027  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2027  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2027  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2027
 GV2027                          STATION DESCRIPTION
 GV2027
 GV2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2027'AT RICHMOND.
 GV2027'7 FEET EAST OF THE EAST RAIL OF THE EAST TRACKS OF THE S.C.L.R.R.,
 GV2027'23 FEET SOUTH OF THE CENTERLINE OF WALMSLEY BOULEVARD, 7.5 FEET
 GV2027'WEST OF A POWER POLE, 36.5 FEET SOUTHWEST OF THE CONCRETE BASE
 GV2027'OF A SIGNAL LIGHT.
 GV2027'A STANDARD C OF R DISK.
 GV2027
 GV2027                          STATION RECOVERY (1989)
 GV2027
 GV2027'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2027'MARK NOT FOUND.
 GV2027
 GV2027                          STATION RECOVERY (1991)
 GV2027
 GV2027'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2027'MARK NOT FOUND.
 GV2027
 GV2027                          STATION RECOVERY (1996)
 GV2027
 GV2027'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2027'MARK NOT FOUND.
 GV2027
 GV2027                          STATION RECOVERY (1999)
 GV2027
 GV2027'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2027'MARK NOT FOUND.
 GV2027
 GV2027                          STATION RECOVERY (2004)
 GV2027
 GV2027'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2025 ***********************************************************************
 GV2025  DESIGNATION -  515 A C OF R
 GV2025  PID         -  GV2025
 GV2025  STATE/COUNTY-  VA/C OF RICHMOND
 GV2025  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2025
 GV2025                         *CURRENT SURVEY CONTROL
 GV2025  ___________________________________________________________________
 GV2025* NAD 83(1986)-  37 27 45.     (N)    077 26 34.     (W)     SCALED    
 GV2025* NAVD 88     -        19.155  (meters)      62.84   (feet)  ADJUSTED  
 GV2025  ___________________________________________________________________
 GV2025  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV2025  DYNAMIC HT  -          19.142 (meters)      62.80  (feet)  COMP
 GV2025  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 GV2025
 GV2025  VERT ORDER  -  SECOND    CLASS 0
 GV2025
 GV2025.The horizontal coordinates were scaled from a topographic map and have
 GV2025.an estimated accuracy of +/- 6 seconds.
 GV2025
 GV2025.The orthometric height was determined by differential leveling
 GV2025.and adjusted by the National Geodetic Survey in June 1991..
 GV2025
 GV2025.The geoid height was determined by GEOID03.
 GV2025
 GV2025.The dynamic height is computed by dividing the NAVD 88
 GV2025.geopotential number by the normal gravity value computed on the
 GV2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2025.degrees latitude (g = 980.6199 gals.).
 GV2025
 GV2025.The modeled gravity was interpolated from observed gravity values.
 GV2025
 GV2025;                    North         East    Units  Estimated Accuracy
 GV2025;SPC VA S     - 1,125,830.    3,593,530.      MT  (+/- 180 meters Scaled)
 GV2025
 GV2025                          SUPERSEDED SURVEY CONTROL
 GV2025
 GV2025  NGVD 29 (??/??/??)   19.466  (m)           63.86   (f) ADJUSTED    2 0
 GV2025
 GV2025.Superseded values are not recommended for survey control.
 GV2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2025.See file dsdata.txt to determine how the superseded data were derived.
 GV2025
 GV2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG839489(NAD 83)
 GV2025_MARKER: DD = SURVEY DISK
 GV2025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2025_SP_SET: SIDEWALK
 GV2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2025+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2025
 GV2025  HISTORY     - Date     Condition        Report By
 GV2025  HISTORY     - UNK      MONUMENTED       VA2060
 GV2025  HISTORY     - 1972     GOOD             NGS
 GV2025  HISTORY     - 1991     GOOD             USPSQD
 GV2025  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2025  HISTORY     - 19991023 GOOD             USPSQD
 GV2025  HISTORY     - 20031103 GOOD             USPSQD
 GV2025
 GV2025                          STATION DESCRIPTION
 GV2025
 GV2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2025'AT RICHMOND.
 GV2025'LOCATED IN THE SIDEWALK ON THE WEST SIDE OF JEFFERSON DAVIS
 GV2025'HIGHWAY, 116.5 FEET SOUTH OF THE STONE AT THE CORNER ON THE SOUTH
 GV2025'LINE OF CALVERTON STREET AND THE WEST LINE OF JEFFERSON DAVIS
 GV2025'HIGHWAY, 1.7 FEET WEST OF THE CURB ON THE WEST LINE OF JEFFERSON
 GV2025'DAVIS HIGHWAY.
 GV2025'A STANDARD C OF R DISK.
 GV2025
 GV2025                          STATION RECOVERY (1991)
 GV2025
 GV2025'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2025'RECOVERED IN GOOD CONDITION.
 GV2025
 GV2025                          STATION RECOVERY (1996)
 GV2025
 GV2025'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2025'MARK NOT FOUND.
 GV2025
 GV2025                          STATION RECOVERY (1999)
 GV2025
 GV2025'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2025'RECOVERED IN GOOD CONDITION.
 GV2025
 GV2025                          STATION RECOVERY (2003)
 GV2025
 GV2025'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2026 ***********************************************************************
 GV2026  DESIGNATION -  515 C OF R
 GV2026  PID         -  GV2026
 GV2026  STATE/COUNTY-  VA/C OF RICHMOND
 GV2026  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2026
 GV2026                         *CURRENT SURVEY CONTROL
 GV2026  ___________________________________________________________________
 GV2026* NAD 83(1986)-  37 27 41.     (N)    077 26 34.     (W)     SCALED    
 GV2026* NAVD 88     -        19.043  (meters)      62.48   (feet)  ADJUSTED  
 GV2026  ___________________________________________________________________
 GV2026  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV2026  DYNAMIC HT  -          19.030 (meters)      62.43  (feet)  COMP
 GV2026  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 GV2026
 GV2026  VERT ORDER  -  SECOND    CLASS 0
 GV2026
 GV2026.The horizontal coordinates were scaled from a topographic map and have
 GV2026.an estimated accuracy of +/- 6 seconds.
 GV2026
 GV2026.The orthometric height was determined by differential leveling
 GV2026.and adjusted by the National Geodetic Survey in June 1991..
 GV2026
 GV2026.The geoid height was determined by GEOID03.
 GV2026
 GV2026.The dynamic height is computed by dividing the NAVD 88
 GV2026.geopotential number by the normal gravity value computed on the
 GV2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2026.degrees latitude (g = 980.6199 gals.).
 GV2026
 GV2026.The modeled gravity was interpolated from observed gravity values.
 GV2026
 GV2026;                    North         East    Units  Estimated Accuracy
 GV2026;SPC VA S     - 1,125,710.    3,593,530.      MT  (+/- 180 meters Scaled)
 GV2026
 GV2026                          SUPERSEDED SURVEY CONTROL
 GV2026
 GV2026  NGVD 29 (??/??/??)   19.355  (m)           63.50   (f) ADJUSTED    2 0
 GV2026
 GV2026.Superseded values are not recommended for survey control.
 GV2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2026.See file dsdata.txt to determine how the superseded data were derived.
 GV2026
 GV2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG839488(NAD 83)
 GV2026_MARKER: DD = SURVEY DISK
 GV2026_SETTING: 0 = UNSPECIFIED SETTING
 GV2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2026+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2026
 GV2026  HISTORY     - Date     Condition        Report By
 GV2026  HISTORY     - UNK      MONUMENTED       VA2060
 GV2026  HISTORY     - 1972     GOOD             NGS
 GV2026  HISTORY     - 1989     GOOD             USPSQD
 GV2026  HISTORY     - 1991     GOOD             USPSQD
 GV2026  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2026  HISTORY     - 19991023 GOOD             USPSQD
 GV2026  HISTORY     - 20031103 GOOD             USPSQD
 GV2026
 GV2026                          STATION DESCRIPTION
 GV2026
 GV2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2026'AT RICHMOND.
 GV2026'4.6 FEET WEST OF THE CURB LINE ON THE WEST LINE OF JEFFERSON
 GV2026'DAVIS HIGHWAY, 34.5 FEET NORTH OF THE CENTERLINE OF WALMSLEY
 GV2026'BOULEVARD, 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 GV2026'BUILDING, 14.5 FEET NORTHEAST OF A FIRE HYDRANT.
 GV2026'A STANDARD C OF R DISK.
 GV2026
 GV2026                          STATION RECOVERY (1989)
 GV2026
 GV2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2026'RECOVERED IN GOOD CONDITION.
 GV2026
 GV2026                          STATION RECOVERY (1991)
 GV2026
 GV2026'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2026'RECOVERED IN GOOD CONDITION.
 GV2026
 GV2026                          STATION RECOVERY (1996)
 GV2026
 GV2026'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2026'MARK NOT FOUND.
 GV2026
 GV2026                          STATION RECOVERY (1999)
 GV2026
 GV2026'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2026'RECOVERED IN GOOD CONDITION.
 GV2026
 GV2026                          STATION RECOVERY (2003)
 GV2026
 GV2026'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2026'CORRECT DESCRIPTION TO SAY 3 FEET EAST OF FIRE HYDRANT IN CONCRETE
 GV2026'SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5795 ***********************************************************************
 GV5795  DESIGNATION -  52
 GV5795  PID         -  GV5795
 GV5795  STATE/COUNTY-  VA/C OF RICHMOND
 GV5795  USGS QUAD   -  BON AIR (1994)
 GV5795
 GV5795                         *CURRENT SURVEY CONTROL
 GV5795  ___________________________________________________________________
 GV5795* NAD 83(1993)-  37 31 54.59029(N)    077 32 51.74548(W)     ADJUSTED  
 GV5795* NAVD 88     -        83.05   (+/-2cm)     272.5    (feet)  VERTCON   
 GV5795  ___________________________________________________________________
 GV5795  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV5795  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV5795
 GV5795  HORZ ORDER  -  SECOND
 GV5795  VERT ORDER  -  THIRD ? (See Below)
 GV5795
 GV5795.The horizontal coordinates were established by classical geodetic methods
 GV5795.and adjusted by the National Geodetic Survey in November 1994..
 GV5795
 GV5795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5795.The vertical order pertains to the NGVD 29 superseded value.
 GV5795
 GV5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5795
 GV5795.The geoid height was determined by GEOID03.
 GV5795
 GV5795;                    North         East     Units Scale Factor Converg.
 GV5795;SPC VA S     - 1,133,428.364 3,584,165.489   MT  0.99994950   +0 34 40.7
 GV5795;SPC VA S     - 3,718,589.56 11,759,049.61   sFT  0.99994950   +0 34 40.7
 GV5795;UTM  18      - 4,156,922.916   274,884.308   MT  1.00022426   -1 33 09.8
 GV5795
 GV5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5795!SPC VA S     -   0.99999212  x   0.99994950  =   0.99994162
 GV5795!UTM  18      -   0.99999212  x   1.00022426  =   1.00021638
 GV5795
 GV5795|---------------------------------------------------------------------|
 GV5795| PID    Reference Object                     Distance      Geod. Az  |
 GV5795|                                                           dddmmss.s |
 GV5795| DC5509 52 RM                                19.834 METERS 03442     |
 GV5795| GV5788 51                                  318.439 METERS 08643     |
 GV5795| GV5797 53                                  APPROX. 0.9 KM 3394012.6 |
 GV5795|---------------------------------------------------------------------|
 GV5795
 GV5795                          SUPERSEDED SURVEY CONTROL
 GV5795
 GV5795  NAD 83(1986)-  37 31 54.59649(N)    077 32 51.76233(W) AD(       ) 2
 GV5795  NAD 27      -  37 31 54.06610(N)    077 32 52.81033(W) AD(       ) 2
 GV5795  NGVD 29 (07/19/86)   83.36   (m)          273.5    (f) LEVELING    3  
 GV5795
 GV5795.Superseded values are not recommended for survey control.
 GV5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5795.See file dsdata.txt to determine how the superseded data were derived.
 GV5795
 GV5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7488456923(NAD 83)
 GV5795_MARKER: Z = SEE DESCRIPTION
 GV5795_SETTING: 0 = UNSPECIFIED SETTING
 GV5795
 GV5795  HISTORY     - Date     Condition        Report By
 GV5795  HISTORY     - 1972     MONUMENTED       VA2060
 GV5795  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5795  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5795  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5795
 GV5795                          STATION DESCRIPTION
 GV5795
 GV5795'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5795'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5795'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.05 MILE TO INTERSECTION
 GV5795'WITH FOREST HILL AVE., THENCE EAST ON FOREST HILL AVE. 0.75 MILE
 GV5795'TO POINT NO. 52.
 GV5795'
 GV5795'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5795'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5795'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5795'ABOUT 8 INCHES BELOW GROUND.
 GV5795'
 GV5795'44.4 FEET S.W. VEPCO POLE NO. 51686, 8.4 FEET N. OF E.P. OF
 GV5795'FOREST HILL AVE., 68.1 FEET W. OF CENTER OF WATER METER.
 GV5795'
 GV5795'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5795'CENTER OF PIN, SET FLUSH TO GROUND.  29.7 FEET E. OF VEPCO POLE
 GV5795'NO. 51686, 51.5 FEET N.W. OF CENTER OF WATER METER, 59.7 FEET
 GV5795'N. OF E.P. OF FOREST HILL AVE.
 GV5795'
 GV5795'DISTANCE BETWEEN PT. 52 AND R.M. IS 65.08 FT. AND 19.834 M.
 GV5795'
 GV5795'NEAREST TOWN--RICHMOND.
 GV5795
 GV5795                          STATION RECOVERY (1995)
 GV5795
 GV5795'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5795'MARK NOT FOUND.
 GV5795
 GV5795                          STATION RECOVERY (1999)
 GV5795
 GV5795'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5795'MARK NOT FOUND.
 GV5795
 GV5795                          STATION RECOVERY (2004)
 GV5795
 GV5795'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8783 ***********************************************************************
 HV8783  DESIGNATION -  52 34
 HV8783  PID         -  HV8783
 HV8783  STATE/COUNTY-  VA/ARLINGTON
 HV8783  USGS QUAD   -  WASHINGTON WEST (1983)
 HV8783
 HV8783                         *CURRENT SURVEY CONTROL
 HV8783  ___________________________________________________________________
 HV8783* NAD 83(1986)-  38 55 44.     (N)    077 07 00.     (W)     SCALED    
 HV8783* NAVD 88     -        15.627  (meters)      51.27   (feet)  ADJUSTED  
 HV8783  ___________________________________________________________________
 HV8783  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8783  DYNAMIC HT  -          15.619 (meters)      51.24  (feet)  COMP
 HV8783  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 HV8783
 HV8783  VERT ORDER  -  FIRST     CLASS II
 HV8783
 HV8783.The horizontal coordinates were scaled from a topographic map and have
 HV8783.an estimated accuracy of +/- 6 seconds.
 HV8783
 HV8783.The orthometric height was determined by differential leveling
 HV8783.and adjusted by the National Geodetic Survey in June 1991..
 HV8783
 HV8783.The geoid height was determined by GEOID03.
 HV8783
 HV8783.The dynamic height is computed by dividing the NAVD 88
 HV8783.geopotential number by the normal gravity value computed on the
 HV8783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8783.degrees latitude (g = 980.6199 gals.).
 HV8783
 HV8783.The modeled gravity was interpolated from observed gravity values.
 HV8783
 HV8783;                    North         East    Units  Estimated Accuracy
 HV8783;SPC VA N     - 2,141,010.    3,619,940.      MT  (+/- 180 meters Scaled)
 HV8783
 HV8783                          SUPERSEDED SURVEY CONTROL
 HV8783
 HV8783.No superseded survey control is available for this station.
 HV8783
 HV8783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ165110(NAD 83)
 HV8783_MARKER: DS = TRIANGULATION STATION DISK
 HV8783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8783_SP_SET: WINGWALL
 HV8783_STAMPING: 52 34
 HV8783_MARK LOGO: USGS  
 HV8783_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8783+STABILITY: SURFACE MOTION
 HV8783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8783+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 HV8783
 HV8783  HISTORY     - Date     Condition        Report By
 HV8783  HISTORY     - UNK      MONUMENTED       USGS
 HV8783  HISTORY     - 19900410 GOOD             NGS
 HV8783  HISTORY     - 20030804 GOOD             GEOCAC
 HV8783
 HV8783                          STATION DESCRIPTION
 HV8783
 HV8783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8783'IN ARLINGWOOD, AT THE INTERSECTION OF CHAIN BRIDGE ROAD (STATE ROUTE
 HV8783'123) AND GLEBE ROAD (STATE ROUTE 120), IN THE SOUTH END OF THE
 HV8783'SOUTHWEST CONCRETE WINGWALL OF CHAIN BRIDGE SPANNING THE POTOMAC
 HV8783'ROVER, 70.3 M (230.64 FT) EAST OF THE EXTENDED CENTERLINE OF CHAIN
 HV8783'BRIDGE ROAD, 6.5 M (21.33 FT) SOUTH-SOUTHWEST OF THE CENTER OF NORTH
 HV8783'GLEBE ROAD, 0.7 M (2.30 FT) NORTHWEST OF UTILITY LIGHT POLE NUMBER
 HV8783'EJ62, AND 0.6 M (1.97 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE
 HV8783'CHAIN BRIDGE PARAPET WALL.
 HV8783
 HV8783                          STATION RECOVERY (2003)
 HV8783
 HV8783'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8783'STATION IS LOCATED APPROXIMATELY 2 FEET SOUTHWEST OF POWER POLE EJ62,
 HV8783'WHICH POLE HAS A STREETLIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1110 ***********************************************************************
 GW1110  DESIGNATION -  521
 GW1110  PID         -  GW1110
 GW1110  STATE/COUNTY-  VA/CAMPBELL
 GW1110  USGS QUAD   -  LYNCHBURG (1984)
 GW1110
 GW1110                         *CURRENT SURVEY CONTROL
 GW1110  ___________________________________________________________________
 GW1110* NAD 83(1986)-  37 25 01.     (N)    079 08 23.     (W)     SCALED    
 GW1110* NAVD 88     -       158.535  (meters)     520.13   (feet)  ADJUSTED  
 GW1110  ___________________________________________________________________
 GW1110  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW1110  DYNAMIC HT  -         158.416 (meters)     519.74  (feet)  COMP
 GW1110  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 GW1110
 GW1110  VERT ORDER  -  FIRST     CLASS II
 GW1110
 GW1110.The horizontal coordinates were scaled from a topographic map and have
 GW1110.an estimated accuracy of +/- 6 seconds.
 GW1110
 GW1110.The orthometric height was determined by differential leveling
 GW1110.and adjusted by the National Geodetic Survey in June 1991..
 GW1110
 GW1110.The geoid height was determined by GEOID03.
 GW1110
 GW1110.The dynamic height is computed by dividing the NAVD 88
 GW1110.geopotential number by the normal gravity value computed on the
 GW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1110.degrees latitude (g = 980.6199 gals.).
 GW1110
 GW1110.The modeled gravity was interpolated from observed gravity values.
 GW1110
 GW1110;                    North         East    Units  Estimated Accuracy
 GW1110;SPC VA S     - 1,120,450.    3,443,370.      MT  (+/- 180 meters Scaled)
 GW1110
 GW1110                          SUPERSEDED SURVEY CONTROL
 GW1110
 GW1110  NGVD 29 (??/??/92)  158.755  (m)          520.85   (f) ADJ UNCH    1 2
 GW1110
 GW1110.Superseded values are not recommended for survey control.
 GW1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1110.See file dsdata.txt to determine how the superseded data were derived.
 GW1110
 GW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB646427(NAD 83)
 GW1110_MARKER: Q = CHISELED SQUARE
 GW1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1110_SP_SET: ABUTMENT
 GW1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1110
 GW1110  HISTORY     - Date     Condition        Report By
 GW1110  HISTORY     - UNK      MONUMENTED       CORR
 GW1110  HISTORY     - 1942     GOOD             NGS
 GW1110
 GW1110                          STATION DESCRIPTION
 GW1110
 GW1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 GW1110'AT LYNCHBURG.
 GW1110'AT LYNCHBURG, CAMPBELL COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW1110'160 FEET NORTHEAST OF UNION STATION, AT BRIDGE 146.5, ON THE EAST
 GW1110'CONCRETE ABUTMENT, AND ON THE SOUTHWEST CORNER OF THE BRIDGE
 GW1110'SEAT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0730 ***********************************************************************
 GW0730  DESIGNATION -  526.38
 GW0730  PID         -  GW0730
 GW0730  STATE/COUNTY-  VA/ALBEMARLE
 GW0730  USGS QUAD   -  FERNCLIFF (1984)
 GW0730
 GW0730                         *CURRENT SURVEY CONTROL
 GW0730  ___________________________________________________________________
 GW0730* NAD 83(1986)-  37 59 12.     (N)    078 00 09.     (W)     SCALED    
 GW0730* NAVD 88     -       160.25   (+/-2cm)     525.8    (feet)  VERTCON   
 GW0730  ___________________________________________________________________
 GW0730  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW0730
 GW0730  VERT ORDER  -  ? (See Below)
 GW0730
 GW0730.The horizontal coordinates were scaled from a topographic map and have
 GW0730.an estimated accuracy of +/- 6 seconds.
 GW0730
 GW0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0730.The vertical order pertains to the NGVD 29 superseded value.
 GW0730
 GW0730.The geoid height was determined by GEOID03.
 GW0730
 GW0730;                    North         East    Units  Estimated Accuracy
 GW0730;SPC VA S     - 1,183,600.    3,543,710.      MT  (+/- 180 meters Scaled)
 GW0730
 GW0730                          SUPERSEDED SURVEY CONTROL
 GW0730
 GW0730  NGVD 29 (??/??/92)  160.488  (m)          526.53   (f) ADJ UNCH    ?  
 GW0730
 GW0730.Superseded values are not recommended for survey control.
 GW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0730.See file dsdata.txt to determine how the superseded data were derived.
 GW0730
 GW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC632085(NAD 83)
 GW0730_MARKER: Q = CHISELED SQUARE
 GW0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0730_SP_SET: CULVERT
 GW0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0730
 GW0730  HISTORY     - Date     Condition        Report By
 GW0730  HISTORY     - UNK      MONUMENTED       USGS
 GW0730  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0730
 GW0730                          STATION DESCRIPTION
 GW0730
 GW0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0730'4.4 MI SW FROM CHARLOTTESVILLE.
 GW0730'1.5 MILES SOUTH ALONG STATE HIGHWAY 239 FROM CHARLOTTESVILLE,
 GW0730'ALBEMARLE COUNTY, THENCE ABOUT 2.9 MILES SOUTHWEST ALONG STATE
 GW0730'HIGHWAY 613, 30 FEET NORTH OF THE JUNCTION OF A ROAD LEADING
 GW0730'NORTHWEST, AT A CULVERT, AND ON THE TOP OF THE WEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5797 ***********************************************************************
 GV5797  DESIGNATION -  53
 GV5797  PID         -  GV5797
 GV5797  STATE/COUNTY-  VA/C OF RICHMOND
 GV5797  USGS QUAD   -  BON AIR (1994)
 GV5797
 GV5797                         *CURRENT SURVEY CONTROL
 GV5797  ___________________________________________________________________
 GV5797* NAD 83(1993)-  37 32 20.90397(N)    077 33 03.98886(W)     ADJUSTED  
 GV5797* NAVD 88     -        75.74   (+/-2cm)     248.5    (feet)  VERTCON   
 GV5797  ___________________________________________________________________
 GV5797  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5797  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5797
 GV5797  HORZ ORDER  -  SECOND
 GV5797  VERT ORDER  -  THIRD ? (See Below)
 GV5797
 GV5797.The horizontal coordinates were established by classical geodetic methods
 GV5797.and adjusted by the National Geodetic Survey in November 1994..
 GV5797
 GV5797.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5797.The vertical order pertains to the NGVD 29 superseded value.
 GV5797
 GV5797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5797
 GV5797.The geoid height was determined by GEOID03.
 GV5797
 GV5797;                    North         East     Units Scale Factor Converg.
 GV5797;SPC VA S     - 1,134,236.504 3,583,856.764   MT  0.99994987   +0 34 33.3
 GV5797;SPC VA S     - 3,721,240.93 11,758,036.73   sFT  0.99994987   +0 34 33.3
 GV5797;UTM  18      - 4,157,742.202   274,605.767   MT  1.00022581   -1 33 18.2
 GV5797
 GV5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5797!SPC VA S     -   0.99999327  x   0.99994987  =   0.99994314
 GV5797!UTM  18      -   0.99999327  x   1.00022581  =   1.00021908
 GV5797
 GV5797:                Primary Azimuth Mark                     Grid Az
 GV5797:SPC VA S     -  52                                       159 05 31.8
 GV5797:UTM  18      -  52                                       161 13 23.3
 GV5797
 GV5797|---------------------------------------------------------------------|
 GV5797| PID    Reference Object                     Distance      Geod. Az  |
 GV5797|                                                           dddmmss.s |
 GV5797| GV5795 52                                  APPROX. 0.9 KM 1594005.1 |
 GV5797| DC5510 53 RM                                11.952 METERS 26719     |
 GV5797| GV5799 54                                  APPROX. 0.5 KM 3254727.2 |
 GV5797|---------------------------------------------------------------------|
 GV5797
 GV5797                          SUPERSEDED SURVEY CONTROL
 GV5797
 GV5797  NAD 83(1986)-  37 32 20.91019(N)    077 33 04.00578(W) AD(       ) 2
 GV5797  NAD 27      -  37 32 20.38015(N)    077 33 05.05358(W) AD(       ) 2
 GV5797  NGVD 29 (07/19/86)   76.05   (m)          249.5    (f) LEVELING    3  
 GV5797
 GV5797.Superseded values are not recommended for survey control.
 GV5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5797.See file dsdata.txt to determine how the superseded data were derived.
 GV5797
 GV5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7460657742(NAD 83)
 GV5797_MARKER: Z = SEE DESCRIPTION
 GV5797_SETTING: 0 = UNSPECIFIED SETTING
 GV5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5797+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5797
 GV5797  HISTORY     - Date     Condition        Report By
 GV5797  HISTORY     - 1972     MONUMENTED       VA2060
 GV5797  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5797  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5797  HISTORY     - 20040302 GOOD             USPSQD
 GV5797
 GV5797                          STATION DESCRIPTION
 GV5797
 GV5797'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5797'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5797'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO INTERSECTION
 GV5797'WITH HUGUENOT RD. (RT. 147), THENCE EAST ON HUGUENOT RD. 0.45 MILE
 GV5797'TO SCHERER DR., THENCE SOUTH ON SCHERER DR. 0.20 MILE TO
 GV5797'BARNINGHAM RD., THENCE EAST ON BARNINGHAM RD. 0.05 MILE TO POINT
 GV5797'NO. 53.
 GV5797'
 GV5797'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5797'
 GV5797'17.4 FEET S.E. OF VEPCO TOWER LEG, 17.7 FEET N.E. OF VEPCO TOWER
 GV5797'LEG, 35.4 FEET N.W. OF 6 INCHES DOGWOOD TREE.
 GV5797'
 GV5797'REFERENCE MARK, AN IRON PIN SET IN CONTRETE, WITH PUNCH HOLE IN
 GV5797'CENTER OF PIN, SET FLUSH TO GROUND.  1.6 FEET N. OF VEPCO TOWER
 GV5797'LEG, 24.7 FEET W. OF VEPCO TOWER LEG, 30.8 FEET S. OF ROW OF PINE
 GV5797'TREES.
 GV5797'
 GV5797'DISTANCE BETWEEN PT. 53 AND R.M. IS 39.22 FT., 11.952 M.
 GV5797'
 GV5797'NEAREST TOWN--RICHMOND.
 GV5797
 GV5797                          STATION RECOVERY (1995)
 GV5797
 GV5797'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5797'MARK NOT FOUND.
 GV5797
 GV5797                          STATION RECOVERY (1999)
 GV5797
 GV5797'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5797'MARK NOT FOUND.
 GV5797
 GV5797                          STATION RECOVERY (2004)
 GV5797
 GV5797'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2493 ***********************************************************************
 GV2493  DESIGNATION -  53 D USGS
 GV2493  PID         -  GV2493
 GV2493  STATE/COUNTY-  VA/LOUISA
 GV2493  USGS QUAD   -  DABNEYS (1980)
 GV2493
 GV2493                         *CURRENT SURVEY CONTROL
 GV2493  ___________________________________________________________________
 GV2493* NAD 83(1986)-  37 48 20.     (N)    077 51 39.     (W)     SCALED    
 GV2493* NAVD 88     -       102.221  (meters)     335.37   (feet)  ADJUSTED  
 GV2493  ___________________________________________________________________
 GV2493  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GV2493  DYNAMIC HT  -         102.152 (meters)     335.14  (feet)  COMP
 GV2493  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 GV2493
 GV2493  VERT ORDER  -  SECOND    CLASS 0
 GV2493
 GV2493.The horizontal coordinates were scaled from a topographic map and have
 GV2493.an estimated accuracy of +/- 6 seconds.
 GV2493
 GV2493.The orthometric height was determined by differential leveling
 GV2493.and adjusted by the National Geodetic Survey in June 1991..
 GV2493
 GV2493.The geoid height was determined by GEOID03.
 GV2493
 GV2493.The dynamic height is computed by dividing the NAVD 88
 GV2493.geopotential number by the normal gravity value computed on the
 GV2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2493.degrees latitude (g = 980.6199 gals.).
 GV2493
 GV2493.The modeled gravity was interpolated from observed gravity values.
 GV2493
 GV2493;                    North         East    Units  Estimated Accuracy
 GV2493;SPC VA S     - 1,163,570.    3,556,290.      MT  (+/- 180 meters Scaled)
 GV2493
 GV2493                          SUPERSEDED SURVEY CONTROL
 GV2493
 GV2493  NGVD 29 (??/??/??)  102.504  (m)          336.30   (f) ADJUSTED    2 0
 GV2493
 GV2493.Superseded values are not recommended for survey control.
 GV2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2493.See file dsdata.txt to determine how the superseded data were derived.
 GV2493
 GV2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG481880(NAD 83)
 GV2493_MARKER: DD = SURVEY DISK
 GV2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2493_STAMPING: 53 D 1929
 GV2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2493+STABILITY: SURFACE MOTION
 GV2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2493+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2493
 GV2493  HISTORY     - Date     Condition        Report By
 GV2493  HISTORY     - 1929     MONUMENTED       USGS
 GV2493  HISTORY     - 1935     GOOD             CGS
 GV2493  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2493  HISTORY     - 19980307 GOOD             USPSQD
 GV2493  HISTORY     - 20030314 GOOD             USPSQD
 GV2493  HISTORY     - 20060311 GOOD             USPSQD
 GV2493
 GV2493                          STATION DESCRIPTION
 GV2493
 GV2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2493'3.1 MI N FROM GUM SPRING.
 GV2493'3.1 MILES NORTH ALONG SECONDARY STATE HIGHWAY 522 FROM THE
 GV2493'INTERSECTION OF U.S. HIGHWAY 250 AT GUM SPRING, LOUISA COUNTY,
 GV2493'0.5 MILE SOUTHEAST OF THE POST OFFICE AT SHELFAR, AT THE EAST
 GV2493'CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF SECONDARY STATE
 GV2493'HIGHWAY 663, ON A BANK, AND INSIDE A FENCE.  A UNITED STATES
 GV2493'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 53 D 1929 AND SET IN
 GV2493'THE TOP OF A CONCRETE POST.
 GV2493
 GV2493                          STATION RECOVERY (1962)
 GV2493
 GV2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV2493'MARK NOT FOUND.
 GV2493
 GV2493                          STATION RECOVERY (1998)
 GV2493
 GV2493'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2493'RECOVERED IN GOOD CONDITION.
 GV2493
 GV2493                          STATION RECOVERY (2003)
 GV2493
 GV2493'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2493'FENCE LINE IS GONE. MONUMENT IS LOCATED 1 FT SOUTH OF WITNESS POST AND
 GV2493'60 FT WEST OF TELEPHONE SYTEM STATION. MARKER IS LOCATED ON EDGE OF
 GV2493'WOODED AREA NEXT TO OPEN GRASSED AREA
 GV2493
 GV2493                          STATION RECOVERY (2006)
 GV2493
 GV2493'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2493'MARK IS ALSO 190 DEGREES FROM TELEPHONE PEDESTIAL ACROSS RT 663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3881 ***********************************************************************
 HV3881  DESIGNATION -  53 USGS
 HV3881  PID         -  HV3881
 HV3881  STATE/COUNTY-  VA/FAUQUIER
 HV3881  USGS QUAD   -  REMINGTON (1981)
 HV3881
 HV3881                         *CURRENT SURVEY CONTROL
 HV3881  ___________________________________________________________________
 HV3881* NAD 83(1986)-  38 34 16.     (N)    077 45 53.     (W)     SCALED    
 HV3881* NAVD 88     -        90.692  (meters)     297.55   (feet)  ADJUSTED  
 HV3881  ___________________________________________________________________
 HV3881  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3881  DYNAMIC HT  -          90.639 (meters)     297.37  (feet)  COMP
 HV3881  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 HV3881
 HV3881  VERT ORDER  -  SECOND    CLASS 0
 HV3881
 HV3881.The horizontal coordinates were scaled from a topographic map and have
 HV3881.an estimated accuracy of +/- 6 seconds.
 HV3881
 HV3881.The orthometric height was determined by differential leveling
 HV3881.and adjusted by the National Geodetic Survey in June 1991..
 HV3881
 HV3881.The geoid height was determined by GEOID03.
 HV3881
 HV3881.The dynamic height is computed by dividing the NAVD 88
 HV3881.geopotential number by the normal gravity value computed on the
 HV3881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3881.degrees latitude (g = 980.6199 gals.).
 HV3881
 HV3881.The modeled gravity was interpolated from observed gravity values.
 HV3881
 HV3881;                    North         East    Units  Estimated Accuracy
 HV3881;SPC VA N     - 2,100,650.    3,564,070.      MT  (+/- 180 meters Scaled)
 HV3881
 HV3881                          SUPERSEDED SURVEY CONTROL
 HV3881
 HV3881  NGVD 29 (??/??/??)   90.925  (m)          298.31   (f) ADJUSTED    2 0
 HV3881
 HV3881.Superseded values are not recommended for survey control.
 HV3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3881.See file dsdata.txt to determine how the superseded data were derived.
 HV3881
 HV3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH591728(NAD 83)
 HV3881_MARKER: Z = SEE DESCRIPTION
 HV3881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3881_STAMPING: 53
 HV3881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3881+STABILITY: SURFACE MOTION
 HV3881
 HV3881  HISTORY     - Date     Condition        Report By
 HV3881  HISTORY     - UNK      MONUMENTED       USGS
 HV3881  HISTORY     - 1935     GOOD             CGS
 HV3881  HISTORY     - 1941     GOOD             CGS
 HV3881
 HV3881                          STATION DESCRIPTION
 HV3881
 HV3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3881'AT BEALETON.
 HV3881'AT BEALETON, FAUQUIER COUNTY, ABOUT 280 FEET SOUTHWEST OF THE
 HV3881'SOUTHERN RAILWAY STATION, ABOUT 170 FEET SOUTHWEST OF A ROAD
 HV3881'CROSSING, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HV3881'14 FEET NORTHWEST OF THE NORTHWEST RAIL.  A COPPER PLUG, STAMPED
 HV3881'53 AND SET IN THE TOP OF A CONCRETE POST.
 HV3881
 HV3881                          STATION RECOVERY (1941)
 HV3881
 HV3881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0549 ***********************************************************************
 GX0549  DESIGNATION -  530
 GX0549  PID         -  GX0549
 GX0549  STATE/COUNTY-  VA/PULASKI
 GX0549  USGS QUAD   -  DUBLIN (1965)
 GX0549
 GX0549                         *CURRENT SURVEY CONTROL
 GX0549  ___________________________________________________________________
 GX0549* NAD 83(1986)-  37 05 20.     (N)    080 37 39.     (W)     SCALED    
 GX0549* NAVD 88     -       601.397  (meters)    1973.08   (feet)  ADJUSTED  
 GX0549  ___________________________________________________________________
 GX0549  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX0549  DYNAMIC HT  -         600.854 (meters)    1971.30  (feet)  COMP
 GX0549  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GX0549
 GX0549  VERT ORDER  -  FIRST     CLASS II
 GX0549
 GX0549.The horizontal coordinates were scaled from a topographic map and have
 GX0549.an estimated accuracy of +/- 6 seconds.
 GX0549
 GX0549.The orthometric height was determined by differential leveling
 GX0549.and adjusted by the National Geodetic Survey in June 1991..
 GX0549
 GX0549.The geoid height was determined by GEOID03.
 GX0549
 GX0549.The dynamic height is computed by dividing the NAVD 88
 GX0549.geopotential number by the normal gravity value computed on the
 GX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0549.degrees latitude (g = 980.6199 gals.).
 GX0549
 GX0549.The modeled gravity was interpolated from observed gravity values.
 GX0549
 GX0549;                    North         East    Units  Estimated Accuracy
 GX0549;SPC VA S     - 1,085,980.    3,310,870.      MT  (+/- 180 meters Scaled)
 GX0549
 GX0549                          SUPERSEDED SURVEY CONTROL
 GX0549
 GX0549  NGVD 29 (??/??/92)  601.492  (m)         1973.39   (f) ADJ UNCH    1 2
 GX0549
 GX0549.Superseded values are not recommended for survey control.
 GX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0549.See file dsdata.txt to determine how the superseded data were derived.
 GX0549
 GX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB331047(NAD 83)
 GX0549_MARKER: DD = SURVEY DISK
 GX0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0549_STAMPING: 530
 GX0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0549+STABILITY: SURFACE MOTION
 GX0549
 GX0549  HISTORY     - Date     Condition        Report By
 GX0549  HISTORY     - UNK      MONUMENTED       VAGS
 GX0549  HISTORY     - 1959     GOOD             NGS
 GX0549
 GX0549                          STATION DESCRIPTION
 GX0549
 GX0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0549'4 MI NE FROM NEWBERN.
 GX0549'4.05 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0549'AT NEWBERN, ABOUT 3.35 MILES NORTHEAST OF NEWBERN ELEMENTARY
 GX0549'SCHOOL, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 124 1/2
 GX0549'FEET NORTH OF THE NORTHWEST CORNER OF THE WEST WING OF FLOYD
 GX0549'KING RESIDENCE, 18 FEET WEST OF A 20-INCH HARD MAPLE TREE, 1 FOOT
 GX0549'WEST OF A FENCE LINE, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GX0549'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0460 ***********************************************************************
 FY0460  DESIGNATION -  533
 FY0460  PID         -  FY0460
 FY0460  STATE/COUNTY-  VA/HALIFAX
 FY0460  USGS QUAD   -  VIRGILINA (1989)
 FY0460
 FY0460                         *CURRENT SURVEY CONTROL
 FY0460  ___________________________________________________________________
 FY0460* NAD 83(1986)-  36 32 38.     (N)    078 46 33.     (W)     SCALED    
 FY0460* NAVD 88     -       162.398  (meters)     532.80   (feet)  ADJUSTED  
 FY0460  ___________________________________________________________________
 FY0460  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0460  DYNAMIC HT  -         162.272 (meters)     532.39  (feet)  COMP
 FY0460  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 FY0460
 FY0460  VERT ORDER  -  SECOND    CLASS 0
 FY0460
 FY0460.The horizontal coordinates were scaled from a topographic map and have
 FY0460.an estimated accuracy of +/- 6 seconds.
 FY0460
 FY0460.The orthometric height was determined by differential leveling
 FY0460.and adjusted by the National Geodetic Survey in June 1991..
 FY0460
 FY0460.The geoid height was determined by GEOID03.
 FY0460
 FY0460.The dynamic height is computed by dividing the NAVD 88
 FY0460.geopotential number by the normal gravity value computed on the
 FY0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0460.degrees latitude (g = 980.6199 gals.).
 FY0460
 FY0460.The modeled gravity was interpolated from observed gravity values.
 FY0460
 FY0460;                    North         East    Units  Estimated Accuracy
 FY0460;SPC VA S     - 1,023,400.    3,475,300.      MT  (+/- 180 meters Scaled)
 FY0460
 FY0460                          SUPERSEDED SURVEY CONTROL
 FY0460
 FY0460  NGVD 29 (??/??/92)  162.656  (m)          533.65   (f) ADJ UNCH    2 0
 FY0460
 FY0460.Superseded values are not recommended for survey control.
 FY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0460.See file dsdata.txt to determine how the superseded data were derived.
 FY0460
 FY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA990465(NAD 83)
 FY0460_MARKER: DD = SURVEY DISK
 FY0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0460_SP_SET: BUILDING
 FY0460_STAMPING: 533.818
 FY0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0460
 FY0460  HISTORY     - Date     Condition        Report By
 FY0460  HISTORY     - UNK      MONUMENTED       USGS
 FY0460  HISTORY     - 1935     GOOD             NGS
 FY0460  HISTORY     - 1966     GOOD             NGS
 FY0460  HISTORY     - 20050425 GOOD             GEOCAC
 FY0460
 FY0460                          STATION DESCRIPTION
 FY0460
 FY0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0460'AT VIRGILINA.
 FY0460'RECOVERED AS DESCRIBED.  AT VIRGILINA, HALIFAX COUNTY, ABOUT 150
 FY0460'YARDS EAST OF THE SOUTHERN RAILWAY STATION, IN THE MIDDLE
 FY0460'BRICK COLUMN AT THE NORTH FACE OF THE CITIZENS BANK BUILDING,
 FY0460'ABOUT 15 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 49, AND
 FY0460'ABOUT 2 FEET ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY
 FY0460'STANDARD DISK, STAMPED 533.818 AND SET VERTICALLY.
 FY0460
 FY0460                          STATION RECOVERY (1966)
 FY0460
 FY0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0460'RECOVERED IN GOOD CONDITION.
 FY0460
 FY0460                          STATION RECOVERY (2005)
 FY0460
 FY0460'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0460'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. THE BANK WAS
 FY0460'LOCATED NEAR THE WESTERN END OF A ROW OF BUILDINGS ALONG MAIN STREET,
 FY0460'ALL OF WHICH ARE UNOCCUPIED. THE FORMER BANK CAN BE IDENTIFIED BY THE
 FY0460'ALARM SYSTEM VISIBLE OVER THE DOORWAY. THE SOUTHERN RAILWAY STATION
 FY0460'STILL EXISTS ON GREEN STREET.  THE TRACKS HAVE BEEN REMOVED. THE
 FY0460'WOODEN DEPOT BUILDING IS NOT IN USE AND IS IN A STATE OF POOR REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1106 ***********************************************************************
 GW1106  DESIGNATION -  534
 GW1106  PID         -  GW1106
 GW1106  STATE/COUNTY-  VA/CAMPBELL
 GW1106  USGS QUAD   -  LYNCHBURG (1984)
 GW1106
 GW1106                         *CURRENT SURVEY CONTROL
 GW1106  ___________________________________________________________________
 GW1106* NAD 83(1986)-  37 26 50.     (N)    079 10 24.     (W)     SCALED    
 GW1106* NAVD 88     -       162.48   (+/-2cm)     533.1    (feet)  VERTCON   
 GW1106  ___________________________________________________________________
 GW1106  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1106
 GW1106  VERT ORDER  -  ? (See Below)
 GW1106
 GW1106.The horizontal coordinates were scaled from a topographic map and have
 GW1106.an estimated accuracy of +/- 6 seconds.
 GW1106
 GW1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1106.The vertical order pertains to the NGVD 29 superseded value.
 GW1106
 GW1106.The geoid height was determined by GEOID03.
 GW1106
 GW1106;                    North         East    Units  Estimated Accuracy
 GW1106;SPC VA S     - 1,123,830.    3,440,420.      MT  (+/- 180 meters Scaled)
 GW1106
 GW1106                          SUPERSEDED SURVEY CONTROL
 GW1106
 GW1106  NGVD 29 (??/??/92)  162.702  (m)          533.80   (f) ADJ UNCH    ?  
 GW1106
 GW1106.Superseded values are not recommended for survey control.
 GW1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1106.See file dsdata.txt to determine how the superseded data were derived.
 GW1106
 GW1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB615460(NAD 83)
 GW1106_MARKER: Q = CHISELED SQUARE
 GW1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1106_SP_SET: CULVERT
 GW1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1106
 GW1106  HISTORY     - Date     Condition        Report By
 GW1106  HISTORY     - UNK      MONUMENTED       CORR
 GW1106  HISTORY     - 1934     GOOD             NGS
 GW1106
 GW1106                          STATION DESCRIPTION
 GW1106
 GW1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1106'0.7 MI SE FROM REUSENS.
 GW1106'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1106'REUSENS, 0.5 MILE SOUTHEAST OF MILEPOST 150, AT AN ARCH CULVERT,
 GW1106'AND ON THE NORTHWEST CORNER OF THE NORTH STONE HEADWALL.  A
 GW1106'CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1293 ***********************************************************************
 GW1293  DESIGNATION -  535
 GW1293  PID         -  GW1293
 GW1293  STATE/COUNTY-  VA/CAMPBELL
 GW1293  USGS QUAD   -  KELLY (1986)
 GW1293
 GW1293                         *CURRENT SURVEY CONTROL
 GW1293  ___________________________________________________________________
 GW1293* NAD 83(1986)-  37 22 37.     (N)    079 02 36.     (W)     SCALED    
 GW1293* NAVD 88     -       162.811  (meters)     534.16   (feet)  ADJUSTED  
 GW1293  ___________________________________________________________________
 GW1293  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GW1293  DYNAMIC HT  -         162.693 (meters)     533.77  (feet)  COMP
 GW1293  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 GW1293
 GW1293  VERT ORDER  -  SECOND    CLASS 0
 GW1293
 GW1293.The horizontal coordinates were scaled from a topographic map and have
 GW1293.an estimated accuracy of +/- 6 seconds.
 GW1293
 GW1293.The orthometric height was determined by differential leveling
 GW1293.and adjusted by the National Geodetic Survey in June 1991..
 GW1293
 GW1293.The geoid height was determined by GEOID03.
 GW1293
 GW1293.The dynamic height is computed by dividing the NAVD 88
 GW1293.geopotential number by the normal gravity value computed on the
 GW1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1293.degrees latitude (g = 980.6199 gals.).
 GW1293
 GW1293.The modeled gravity was interpolated from observed gravity values.
 GW1293
 GW1293;                    North         East    Units  Estimated Accuracy
 GW1293;SPC VA S     - 1,115,950.    3,451,880.      MT  (+/- 180 meters Scaled)
 GW1293
 GW1293                          SUPERSEDED SURVEY CONTROL
 GW1293
 GW1293  NGVD 29 (??/??/92)  163.030  (m)          534.87   (f) ADJ UNCH    2 0
 GW1293
 GW1293.Superseded values are not recommended for survey control.
 GW1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1293.See file dsdata.txt to determine how the superseded data were derived.
 GW1293
 GW1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB732384(NAD 83)
 GW1293_MARKER: DD = SURVEY DISK
 GW1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1293_SP_SET: BRIDGE
 GW1293_STAMPING: 535 5 RAK 1962
 GW1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1293
 GW1293  HISTORY     - Date     Condition        Report By
 GW1293  HISTORY     - 1962     MONUMENTED       USGS
 GW1293  HISTORY     - 1965     GOOD             NGS
 GW1293
 GW1293                          STATION DESCRIPTION
 GW1293
 GW1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW1293'5.5 MI E FROM LYNCHBURG.
 GW1293'ABOUT 5.5 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION
 GW1293'OF U.S. HIGHWAYS 460 AND 501 AT THE EAST EDGE OF LYNCHBURG TO
 GW1293'THE MARK SET IN THE TOP OF SOUTHWEST WINGWALL OF A BRIDGE OVER
 GW1293'BEAVER CREEK ON COUNTY ROAD 662, 116.6 FEET SOUTH OF CENTERLINE
 GW1293'OF EAST BOUND LANE OF U.S. HIGHWAY 460, 10.0 FEET WEST OF THE
 GW1293'APPROXIMATE CENTER OF COUNTY ROAD 662 AND IS ABOUT LEVEL WITH
 GW1293'COUNTY ROAD 662.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0578 ***********************************************************************
 HW0578  DESIGNATION -  536.1
 HW0578  PID         -  HW0578
 HW0578  STATE/COUNTY-  VA/GREENE
 HW0578  USGS QUAD   -  ROCHELLE (1987)
 HW0578
 HW0578                         *CURRENT SURVEY CONTROL
 HW0578  ___________________________________________________________________
 HW0578* NAD 83(1986)-  38 16 08.     (N)    078 20 08.     (W)     SCALED    
 HW0578* NAVD 88     -       163.117  (meters)     535.16   (feet)  ADJUSTED  
 HW0578  ___________________________________________________________________
 HW0578  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0578  DYNAMIC HT  -         163.006 (meters)     534.80  (feet)  COMP
 HW0578  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 HW0578
 HW0578  VERT ORDER  -  SECOND    CLASS 0
 HW0578
 HW0578.The horizontal coordinates were scaled from a topographic map and have
 HW0578.an estimated accuracy of +/- 6 seconds.
 HW0578
 HW0578.The orthometric height was determined by differential leveling
 HW0578.and adjusted by the National Geodetic Survey in June 1991..
 HW0578
 HW0578.The geoid height was determined by GEOID03.
 HW0578
 HW0578.The dynamic height is computed by dividing the NAVD 88
 HW0578.geopotential number by the normal gravity value computed on the
 HW0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0578.degrees latitude (g = 980.6199 gals.).
 HW0578
 HW0578.The modeled gravity was interpolated from observed gravity values.
 HW0578
 HW0578;                    North         East    Units  Estimated Accuracy
 HW0578;SPC VA N     - 2,066,860.    3,514,390.      MT  (+/- 180 meters Scaled)
 HW0578
 HW0578                          SUPERSEDED SURVEY CONTROL
 HW0578
 HW0578  NGVD 29 (??/??/92)  163.317  (m)          535.82   (f) ADJ UNCH    2 0
 HW0578
 HW0578.Superseded values are not recommended for survey control.
 HW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0578.See file dsdata.txt to determine how the superseded data were derived.
 HW0578
 HW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC330390(NAD 83)
 HW0578_MARKER: N = NAIL
 HW0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0578_SP_SET: TREE
 HW0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0578
 HW0578  HISTORY     - Date     Condition        Report By
 HW0578  HISTORY     - UNK      MONUMENTED       USGS
 HW0578  HISTORY     - 1935     GOOD             NGS
 HW0578
 HW0578                          STATION DESCRIPTION
 HW0578
 HW0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0578'1 MI W FROM DAWSONVILLE.
 HW0578'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 609 FROM DAWSONVILLE,
 HW0578'GREENE COUNTY, ABOUT 200 FEET EAST OF THE TOP OF A HILL, 15 FEET
 HW0578'FROM A FENCE, SOUTH OF THE ROAD, AND IN THE NORTHEAST ROOT OF A
 HW0578'LONE 50-INCH OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW0578'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5799 ***********************************************************************
 GV5799  DESIGNATION -  54
 GV5799  PID         -  GV5799
 GV5799  STATE/COUNTY-  VA/C OF RICHMOND
 GV5799  USGS QUAD   -  BON AIR (1994)
 GV5799
 GV5799                         *CURRENT SURVEY CONTROL
 GV5799  ___________________________________________________________________
 GV5799* NAD 83(1993)-  37 32 34.83034(N)    077 33 15.87913(W)     ADJUSTED  
 GV5799* NAVD 88     -        83.20   (+/-2cm)     273.0    (feet)  VERTCON   
 GV5799  ___________________________________________________________________
 GV5799  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV5799  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5799
 GV5799  HORZ ORDER  -  SECOND
 GV5799  VERT ORDER  -  THIRD ? (See Below)
 GV5799
 GV5799.The horizontal coordinates were established by classical geodetic methods
 GV5799.and adjusted by the National Geodetic Survey in November 1994..
 GV5799
 GV5799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5799.The vertical order pertains to the NGVD 29 superseded value.
 GV5799
 GV5799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5799
 GV5799.The geoid height was determined by GEOID03.
 GV5799
 GV5799;                    North         East     Units Scale Factor Converg.
 GV5799;SPC VA S     - 1,134,662.881 3,583,560.589   MT  0.99995008   +0 34 26.0
 GV5799;SPC VA S     - 3,722,639.80 11,757,065.03   sFT  0.99995008   +0 34 26.0
 GV5799;UTM  18      - 4,158,179.419   274,325.575   MT  1.00022736   -1 33 25.9
 GV5799
 GV5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5799!SPC VA S     -   0.99999209  x   0.99995008  =   0.99994217
 GV5799!UTM  18      -   0.99999209  x   1.00022736  =   1.00021945
 GV5799
 GV5799:                Primary Azimuth Mark                     Grid Az
 GV5799:SPC VA S     -  67 C OF R 1972                           022 13 23.4
 GV5799:UTM  18      -  67 C OF R 1972                           024 21 15.3
 GV5799
 GV5799|---------------------------------------------------------------------|
 GV5799| PID    Reference Object                     Distance      Geod. Az  |
 GV5799|                                                           dddmmss.s |
 GV5799| GV5798 67 C OF R 1972                      472.340 METERS 0224749.4 |
 GV5799| GV5697 RICHMOND FOREST HILL TANK           APPROX. 1.7 KM 1355753.5 |
 GV5799| GV5797 53                                  APPROX. 0.5 KM 1454720.0 |
 GV5799| DC5511 54 RM                                18.354 METERS 21252     |
 GV5799| GV5801 55                                  391.423 METERS 21931     |
 GV5799| GV5800 200 C OF R 1972                      45.308 METERS 28602     |
 GV5799|---------------------------------------------------------------------|
 GV5799
 GV5799                          SUPERSEDED SURVEY CONTROL
 GV5799
 GV5799  NAD 83(1986)-  37 32 34.83653(N)    077 33 15.89607(W) AD(       ) 2
 GV5799  NAD 27      -  37 32 34.30662(N)    077 33 16.94369(W) AD(       ) 2
 GV5799  NGVD 29 (07/19/86)   83.51   (m)          274.0    (f) LEVELING    3  
 GV5799
 GV5799.Superseded values are not recommended for survey control.
 GV5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5799.See file dsdata.txt to determine how the superseded data were derived.
 GV5799
 GV5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7432658179(NAD 83)
 GV5799_MARKER: Z = SEE DESCRIPTION
 GV5799_SETTING: 0 = UNSPECIFIED SETTING
 GV5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5799+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5799
 GV5799  HISTORY     - Date     Condition        Report By
 GV5799  HISTORY     - 1972     MONUMENTED       VA2060
 GV5799  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5799  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5799  HISTORY     - 20031108 GOOD             USPSQD
 GV5799
 GV5799                          STATION DESCRIPTION
 GV5799
 GV5799'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5799'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5799'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO INTERSECTION
 GV5799'WITH HUGUENOT RD. (RT.147), THENCE EAST ON HUGUENOT RD. 0.55 MILE
 GV5799'TO POINT NO. 54.
 GV5799'
 GV5799'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5799'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5799'MONUMENT, SET IN 8 INCHES CITY OF RICHMOND CASTING, MONUMENT SET
 GV5799'ABOUT 8 INCHES BELOW GROUND.
 GV5799'
 GV5799'15.1 FEET N. OF VEPCO POLE NO. 56197, 4.4 FEET S.E. OF BACK EDGE OF
 GV5799'GUARD RAIL, 10.0 FEET S.E. OF E. P. OF HUGUENOT RD. (RT. 147).
 GV5799'
 GV5799'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5799'CENTER OF PIN, SET FLUSH TO GROUND.  2.5 FEET S.E. OF BACK EDGE OF
 GV5799'GUARD RAIL, 10.5 FEET S.E. OF E.P. OF HUGUENOT RD. (RT. 147),
 GV5799'51.0 FEET S.W. OF VEPCO POLE NO. 56197.
 GV5799'
 GV5799'DISTANCE BETWEEN PT. 54 AND R.M. IS 60.23 FT., 18.354 M.
 GV5799'
 GV5799'NEAREST TOWN--RICHMOND.
 GV5799
 GV5799                          STATION RECOVERY (1995)
 GV5799
 GV5799'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5799'MARK NOT FOUND.
 GV5799
 GV5799                          STATION RECOVERY (1999)
 GV5799
 GV5799'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5799'MARK NOT FOUND.
 GV5799
 GV5799                          STATION RECOVERY (2003)
 GV5799
 GV5799'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3880 ***********************************************************************
 HV3880  DESIGNATION -  54 USGS
 HV3880  PID         -  HV3880
 HV3880  STATE/COUNTY-  VA/FAUQUIER
 HV3880  USGS QUAD   -  REMINGTON (1981)
 HV3880
 HV3880                         *CURRENT SURVEY CONTROL
 HV3880  ___________________________________________________________________
 HV3880* NAD 83(1986)-  38 33 39.     (N)    077 46 41.     (W)     SCALED    
 HV3880* NAVD 88     -        93.395  (meters)     306.41   (feet)  ADJUSTED  
 HV3880  ___________________________________________________________________
 HV3880  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3880  DYNAMIC HT  -          93.340 (meters)     306.23  (feet)  COMP
 HV3880  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 HV3880
 HV3880  VERT ORDER  -  SECOND    CLASS 0
 HV3880
 HV3880.The horizontal coordinates were scaled from a topographic map and have
 HV3880.an estimated accuracy of +/- 6 seconds.
 HV3880
 HV3880.The orthometric height was determined by differential leveling
 HV3880.and adjusted by the National Geodetic Survey in June 1991..
 HV3880
 HV3880.The geoid height was determined by GEOID03.
 HV3880
 HV3880.The dynamic height is computed by dividing the NAVD 88
 HV3880.geopotential number by the normal gravity value computed on the
 HV3880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3880.degrees latitude (g = 980.6199 gals.).
 HV3880
 HV3880.The modeled gravity was interpolated from observed gravity values.
 HV3880
 HV3880;                    North         East    Units  Estimated Accuracy
 HV3880;SPC VA N     - 2,099,500.    3,562,920.      MT  (+/- 180 meters Scaled)
 HV3880
 HV3880                          SUPERSEDED SURVEY CONTROL
 HV3880
 HV3880  NGVD 29 (??/??/??)   93.617  (m)          307.14   (f) ADJUSTED    2 0
 HV3880
 HV3880.Superseded values are not recommended for survey control.
 HV3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3880.See file dsdata.txt to determine how the superseded data were derived.
 HV3880
 HV3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH579717(NAD 83)
 HV3880_MARKER: Z = SEE DESCRIPTION
 HV3880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3880_STAMPING: 54
 HV3880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3880+STABILITY: SURFACE MOTION
 HV3880
 HV3880  HISTORY     - Date     Condition        Report By
 HV3880  HISTORY     - UNK      MONUMENTED       USGS
 HV3880  HISTORY     - 1935     GOOD             CGS
 HV3880  HISTORY     - 1941     GOOD             CGS
 HV3880
 HV3880                          STATION DESCRIPTION
 HV3880
 HV3880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3880'1 MI SW FROM BEALETON.
 HV3880'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3880'STATION AT BEALETON, FAUQUIER COUNTY, 18 FEET NORTHEAST OF
 HV3880'SEMAPHORE SIGNAL 53.9, AND 9 FEET NORTHWEST OF THE NORTHWEST
 HV3880'RAIL.  A COPPER PLUG, STAMPED 54 AND SET IN THE TOP OF A CONCRETE
 HV3880'POST.
 HV3880
 HV3880                          STATION RECOVERY (1941)
 HV3880
 HV3880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0170 ***********************************************************************
 HW0170  DESIGNATION -  546.6
 HW0170  PID         -  HW0170
 HW0170  STATE/COUNTY-  VA/CULPEPER
 HW0170  USGS QUAD   -  CASTLETON (1994)
 HW0170
 HW0170                         *CURRENT SURVEY CONTROL
 HW0170  ___________________________________________________________________
 HW0170* NAD 83(1986)-  38 32 39.     (N)    078 04 16.     (W)     SCALED    
 HW0170* NAVD 88     -       166.377  (meters)     545.86   (feet)  ADJUSTED  
 HW0170  ___________________________________________________________________
 HW0170  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW0170  DYNAMIC HT  -         166.270 (meters)     545.50  (feet)  COMP
 HW0170  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HW0170
 HW0170  VERT ORDER  -  SECOND    CLASS 0
 HW0170
 HW0170.The horizontal coordinates were scaled from a topographic map and have
 HW0170.an estimated accuracy of +/- 6 seconds.
 HW0170
 HW0170.The orthometric height was determined by differential leveling
 HW0170.and adjusted by the National Geodetic Survey in June 1991..
 HW0170
 HW0170.The geoid height was determined by GEOID03.
 HW0170
 HW0170.The dynamic height is computed by dividing the NAVD 88
 HW0170.geopotential number by the normal gravity value computed on the
 HW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0170.degrees latitude (g = 980.6199 gals.).
 HW0170
 HW0170.The modeled gravity was interpolated from observed gravity values.
 HW0170
 HW0170;                    North         East    Units  Estimated Accuracy
 HW0170;SPC VA N     - 2,097,490.    3,537,390.      MT  (+/- 180 meters Scaled)
 HW0170
 HW0170                          SUPERSEDED SURVEY CONTROL
 HW0170
 HW0170  NGVD 29 (??/??/92)  166.582  (m)          546.53   (f) ADJ UNCH    2 0
 HW0170
 HW0170.Superseded values are not recommended for survey control.
 HW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0170.See file dsdata.txt to determine how the superseded data were derived.
 HW0170
 HW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC552702(NAD 83)
 HW0170_MARKER: N = NAIL
 HW0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0170_SP_SET: TREE
 HW0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0170
 HW0170  HISTORY     - Date     Condition        Report By
 HW0170  HISTORY     - UNK      MONUMENTED       USGS
 HW0170  HISTORY     - 1941     GOOD             NGS
 HW0170  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0170
 HW0170                          STATION DESCRIPTION
 HW0170
 HW0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0170'2.3 MI NE FROM SALEM SCHOOL.
 HW0170'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 629 FROM SALEM
 HW0170'SCHOOL, CULPEPER COUNTY, ABOUT 0.3 MILE NORTH OF BENCH MARK
 HW0170'Y 226, DESCRIBED ABOVE, 53 FEET NORTH OF A PRIVATE ROAD LEADING
 HW0170'WEST, IN THE SOUTHEAST ROOT OF AN 18-INCH PINE TREE, AND 17
 HW0170'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 HW0170'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 HW0170
 HW0170                          STATION RECOVERY (2001)
 HW0170
 HW0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0137 ***********************************************************************
 HW0137  DESIGNATION -  546.7
 HW0137  PID         -  HW0137
 HW0137  STATE/COUNTY-  VA/CULPEPER
 HW0137  USGS QUAD   -  CASTLETON (1994)
 HW0137
 HW0137                         *CURRENT SURVEY CONTROL
 HW0137  ___________________________________________________________________
 HW0137* NAD 83(1986)-  38 31 04.     (N)    078 04 35.     (W)     SCALED    
 HW0137* NAVD 88     -       166.357  (meters)     545.79   (feet)  ADJUSTED  
 HW0137  ___________________________________________________________________
 HW0137  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0137  DYNAMIC HT  -         166.250 (meters)     545.44  (feet)  COMP
 HW0137  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HW0137
 HW0137  VERT ORDER  -  SECOND    CLASS 0
 HW0137
 HW0137.The horizontal coordinates were scaled from a topographic map and have
 HW0137.an estimated accuracy of +/- 6 seconds.
 HW0137
 HW0137.The orthometric height was determined by differential leveling
 HW0137.and adjusted by the National Geodetic Survey in June 1991..
 HW0137
 HW0137.The geoid height was determined by GEOID03.
 HW0137
 HW0137.The dynamic height is computed by dividing the NAVD 88
 HW0137.geopotential number by the normal gravity value computed on the
 HW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0137.degrees latitude (g = 980.6199 gals.).
 HW0137
 HW0137.The modeled gravity was interpolated from observed gravity values.
 HW0137
 HW0137;                    North         East    Units  Estimated Accuracy
 HW0137;SPC VA N     - 2,094,560.    3,536,940.      MT  (+/- 180 meters Scaled)
 HW0137
 HW0137                          SUPERSEDED SURVEY CONTROL
 HW0137
 HW0137  NGVD 29 (??/??/92)  166.564  (m)          546.47   (f) ADJ UNCH    2 0
 HW0137
 HW0137.Superseded values are not recommended for survey control.
 HW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0137.See file dsdata.txt to determine how the superseded data were derived.
 HW0137
 HW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC548673(NAD 83)
 HW0137_MARKER: Q = CHISELED SQUARE
 HW0137_SETTING: 66 = SET IN ROCK OUTCROP
 HW0137_SP_SET: ROCK OUTCROP
 HW0137_STAMPING: 546 7 USGS
 HW0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0137+STABILITY: POSITION/ELEVATION WELL
 HW0137
 HW0137  HISTORY     - Date     Condition        Report By
 HW0137  HISTORY     - UNK      MONUMENTED       USGS
 HW0137  HISTORY     - 1942     GOOD             NGS
 HW0137  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0137
 HW0137                          STATION DESCRIPTION
 HW0137
 HW0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0137'1.2 MI SE FROM GRIFFINSBURG.
 HW0137'ABOUT 1.2 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 3 FROM THE
 HW0137'POST OFFICE AT GRIFFINSBURG, CULPEPER COUNTY, IN THE EAST
 HW0137'QUARTER OF THE CROSSING OF STATE SECONDARY ROAD 629, 16.5 FEET
 HW0137'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 17 FEET SOUTHEAST
 HW0137'OF THE ROAD, 43.3 FEET NORTH OF POLE A 105, 7 FEET SOUTH OF A
 HW0137'CORNER FENCE POST, AND ON THE CORNER OF A ROCK OUTCROP.  A
 HW0137'CHISELED SQUARE.
 HW0137
 HW0137                          STATION RECOVERY (2001)
 HW0137
 HW0137'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0165 ***********************************************************************
 HW0165  DESIGNATION -  549.7
 HW0165  PID         -  HW0165
 HW0165  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0165  USGS QUAD   -  FLINT HILL (1994)
 HW0165
 HW0165                         *CURRENT SURVEY CONTROL
 HW0165  ___________________________________________________________________
 HW0165* NAD 83(1986)-  38 45 24.     (N)    078 02 10.     (W)     SCALED    
 HW0165* NAVD 88     -       167.163  (meters)     548.43   (feet)  ADJUSTED  
 HW0165  ___________________________________________________________________
 HW0165  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HW0165  DYNAMIC HT  -         167.057 (meters)     548.09  (feet)  COMP
 HW0165  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 HW0165
 HW0165  VERT ORDER  -  SECOND    CLASS 0
 HW0165
 HW0165.The horizontal coordinates were scaled from a topographic map and have
 HW0165.an estimated accuracy of +/- 6 seconds.
 HW0165
 HW0165.The orthometric height was determined by differential leveling
 HW0165.and adjusted by the National Geodetic Survey in June 1991..
 HW0165
 HW0165.The geoid height was determined by GEOID03.
 HW0165
 HW0165.The dynamic height is computed by dividing the NAVD 88
 HW0165.geopotential number by the normal gravity value computed on the
 HW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0165.degrees latitude (g = 980.6199 gals.).
 HW0165
 HW0165.The modeled gravity was interpolated from observed gravity values.
 HW0165
 HW0165;                    North         East    Units  Estimated Accuracy
 HW0165;SPC VA N     - 2,121,090.    3,540,320.      MT  (+/- 180 meters Scaled)
 HW0165
 HW0165                          SUPERSEDED SURVEY CONTROL
 HW0165
 HW0165  NGVD 29 (??/??/92)  167.366  (m)          549.10   (f) ADJ UNCH    2 0
 HW0165
 HW0165.Superseded values are not recommended for survey control.
 HW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0165.See file dsdata.txt to determine how the superseded data were derived.
 HW0165
 HW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC575939(NAD 83)
 HW0165_MARKER: N = NAIL
 HW0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0165_SP_SET: TREE
 HW0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0165
 HW0165  HISTORY     - Date     Condition        Report By
 HW0165  HISTORY     - UNK      MONUMENTED       USGS
 HW0165  HISTORY     - 1941     GOOD             NGS
 HW0165
 HW0165                          STATION DESCRIPTION
 HW0165
 HW0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0165'0.2 MI NW FROM BEN VENUE.
 HW0165'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 242 FROM THE
 HW0165'CROSSING OF U.S. HIGHWAY 211 AT BEN VENUE, RAPPAHANNOCK COUNTY,
 HW0165'THENCE ABOUT 2 MILES EAST ALONG A WAGON ROAD, AND THENCE ABOUT
 HW0165'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 637, AT THE
 HW0165'CROSSING OF STATE HIGHWAY 242, ABOUT 102 FEET EAST OF BENCH
 HW0165'MARK C 226, DESCRIBED ABOVE, 16 FEET NORTH OF THE CENTER LINE OF
 HW0165'STATE HIGHWAY 242, 3.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 HW0165'IN THE WEST ROOT OF A 12-INCH OAK TREE.  A UNITED STATES
 HW0165'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5801 ***********************************************************************
 GV5801  DESIGNATION -  55
 GV5801  PID         -  GV5801
 GV5801  STATE/COUNTY-  VA/C OF RICHMOND
 GV5801  USGS QUAD   -  BON AIR (1994)
 GV5801
 GV5801                         *CURRENT SURVEY CONTROL
 GV5801  ___________________________________________________________________
 GV5801* NAD 83(1993)-  37 32 25.03525(N)    077 33 26.02358(W)     ADJUSTED  
 GV5801* NAVD 88     -        97.00   (+/-2cm)     318.2    (feet)  VERTCON   
 GV5801  ___________________________________________________________________
 GV5801  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5801  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5801
 GV5801  HORZ ORDER  -  SECOND
 GV5801  VERT ORDER  -  THIRD ? (See Below)
 GV5801
 GV5801.The horizontal coordinates were established by classical geodetic methods
 GV5801.and adjusted by the National Geodetic Survey in November 1994..
 GV5801
 GV5801.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5801.The vertical order pertains to the NGVD 29 superseded value.
 GV5801
 GV5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5801
 GV5801.The geoid height was determined by GEOID03.
 GV5801
 GV5801;                    North         East     Units Scale Factor Converg.
 GV5801;SPC VA S     - 1,134,358.439 3,583,314.598   MT  0.99994993   +0 34 19.9
 GV5801;SPC VA S     - 3,721,640.98 11,756,257.98   sFT  0.99994993   +0 34 19.9
 GV5801;UTM  18      - 4,157,884.252   274,068.362   MT  1.00022880   -1 33 31.8
 GV5801
 GV5801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5801!SPC VA S     -   0.99998993  x   0.99994993  =   0.99993986
 GV5801!UTM  18      -   0.99998993  x   1.00022880  =   1.00021873
 GV5801
 GV5801|---------------------------------------------------------------------|
 GV5801| PID    Reference Object                     Distance      Geod. Az  |
 GV5801|                                                           dddmmss.s |
 GV5801| GV5799 54                                  391.423 METERS 03931     |
 GV5801| DC5512 55 RM                                 9.459 METERS 14140     |
 GV5801| GV5803 56                                  169.303 METERS 24022     |
 GV5801|---------------------------------------------------------------------|
 GV5801
 GV5801                          SUPERSEDED SURVEY CONTROL
 GV5801
 GV5801  NAD 83(1986)-  37 32 25.04147(N)    077 33 26.04049(W) AD(       ) 2
 GV5801  NAD 27      -  37 32 24.51135(N)    077 33 27.08751(W) AD(       ) 2
 GV5801  NGVD 29 (07/19/86)   97.31   (m)          319.3    (f) LEVELING    3  
 GV5801
 GV5801.Superseded values are not recommended for survey control.
 GV5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5801.See file dsdata.txt to determine how the superseded data were derived.
 GV5801
 GV5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7406857884(NAD 83)
 GV5801_MARKER: Z = SEE DESCRIPTION
 GV5801_SETTING: 0 = UNSPECIFIED SETTING
 GV5801
 GV5801  HISTORY     - Date     Condition        Report By
 GV5801  HISTORY     - 1972     MONUMENTED       VA2060
 GV5801  HISTORY     - 19951002 GOOD             USPSQD
 GV5801  HISTORY     - 19991104 GOOD             USPSQD
 GV5801  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5801
 GV5801                          STATION DESCRIPTION
 GV5801
 GV5801'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5801'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5801'BUFORD RD., THENCE WEST ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5801'THENCE NORTH ON HUGUENOT RD. 0.30 MILE TO POINT NO. 55.
 GV5801'
 GV5801'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5801'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5801'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5801'6 INCHES BELOW GROUND.
 GV5801'
 GV5801'8.7 FEET S.E. OF E.P. OF HUGUENOT RD. (RT. 147), 31.58 FEET N.W. OF
 GV5801'CENTER OF FIRE HYD., 17.9 FEET N.W. OF VEPCO POLE NO. ON99.
 GV5801'
 GV5801'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5801'CENTER OF PIN, SET FLUSH TO GROUND.  39.6 FEET S.E. OF E.P. OF
 GV5801'HUGUENOT RD., 1.84 FEET N.E. OF CENTER OF FIRE HYD., 14.1 FEET S.E.
 GV5801'OF VEPCO POLE NO. ON99.
 GV5801'
 GV5801'DISTANCE BETWEEN PT. 55 AND R.M. IS 31.04 FT., 9.459 M.
 GV5801'
 GV5801'NEAREST TOWN--RICHMOND.
 GV5801
 GV5801                          STATION RECOVERY (1995)
 GV5801
 GV5801'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5801'RECOVERED IN GOOD CONDITION.
 GV5801
 GV5801                          STATION RECOVERY (1999)
 GV5801
 GV5801'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5801'RECOVERED IN GOOD CONDITION.
 GV5801
 GV5801                          STATION RECOVERY (2003)
 GV5801
 GV5801'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9259 ***********************************************************************
 HV9259  DESIGNATION -  55 0.5
 HV9259  PID         -  HV9259
 HV9259  STATE/COUNTY-  VA/CAROLINE
 HV9259  USGS QUAD   -  
 HV9259
 HV9259                         *CURRENT SURVEY CONTROL
 HV9259  ___________________________________________________________________
 HV9259* NAD 83(1986)-  38 12 10.     (N)    077 22 20.     (W)     SCALED    
 HV9259* NAVD 88     -        67.631  (meters)     221.89   (feet)  ADJUSTED  
 HV9259  ___________________________________________________________________
 HV9259  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9259  DYNAMIC HT  -          67.590 (meters)     221.75  (feet)  COMP
 HV9259  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9259
 HV9259  VERT ORDER  -  FIRST     CLASS II
 HV9259
 HV9259.The horizontal coordinates were scaled from a topographic map and have
 HV9259.an estimated accuracy of +/- 6 seconds.
 HV9259
 HV9259.The orthometric height was determined by differential leveling
 HV9259.and adjusted by the National Geodetic Survey in November 1999..
 HV9259
 HV9259.The geoid height was determined by GEOID03.
 HV9259
 HV9259.The dynamic height is computed by dividing the NAVD 88
 HV9259.geopotential number by the normal gravity value computed on the
 HV9259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9259.degrees latitude (g = 980.6199 gals.).
 HV9259
 HV9259.The modeled gravity was interpolated from observed gravity values.
 HV9259
 HV9259;                    North         East    Units  Estimated Accuracy
 HV9259;SPC VA N     - 2,060,110.    3,598,780.      MT  (+/- 180 meters Scaled)
 HV9259
 HV9259                          SUPERSEDED SURVEY CONTROL
 HV9259
 HV9259.No superseded survey control is available for this station.
 HV9259
 HV9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9259_MARKER: I = METAL ROD
 HV9259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV9259_SP_SET: STAINLESS STEEL ROD
 HV9259_MARK LOGO: NONE  
 HV9259_PROJECTION: FLUSH
 HV9259_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9259+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9259_ROD/PIPE-DEPTH: 6.1  meters
 HV9259
 HV9259  HISTORY     - Date     Condition        Report By
 HV9259  HISTORY     - 1992     MONUMENTED       NGS
 HV9259  HISTORY     - 20020116 GOOD             USPSQD
 HV9259
 HV9259                          STATION DESCRIPTION
 HV9259
 HV9259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9259'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9259'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9259'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9259'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9259'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9259'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9259'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9259'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9259'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9259'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9259'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9259'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9259'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9259'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9259'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9259'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9259'ROD DRIVEN TO REFUSAL, WITHOUT A GREASE-FILLED SLEEVE AND LOGO CAP,
 HV9259'FLUSH WITH GROUND SURFACE.  THE MARK IS 83.8 M (274.9 FT) NORTHEAST
 HV9259'OF THE NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV9259'INSTRUMENT AND EQUIPMENT SECTION, 72.6 M (238.2 FT) SOUTHWEST OF THE
 HV9259'SOUTHWEST CORNER OF BUILDING 8, 66.4 M (217.8 FT) NORTHEAST OF THE
 HV9259'NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 58.0 M
 HV9259'(190.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE LEAN-TO
 HV9259'EXTENSION ON THE GARAGE AND 44.0 M (144.4 FT) EAST OF THE EAST EDGE
 HV9259'OF THE NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9259'NOTE--NO STAMPING FOR BENCH MARK.
 HV9259
 HV9259                          STATION RECOVERY (2002)
 HV9259
 HV9259'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9258 ***********************************************************************
 HV9258  DESIGNATION -  55 1.5
 HV9258  PID         -  HV9258
 HV9258  STATE/COUNTY-  VA/CAROLINE
 HV9258  USGS QUAD   -  
 HV9258
 HV9258                         *CURRENT SURVEY CONTROL
 HV9258  ___________________________________________________________________
 HV9258* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9258* NAVD 88     -        66.631  (meters)     218.61   (feet)  ADJUSTED  
 HV9258  ___________________________________________________________________
 HV9258  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9258  DYNAMIC HT  -          66.591 (meters)     218.47  (feet)  COMP
 HV9258  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9258
 HV9258  VERT ORDER  -  FIRST     CLASS II
 HV9258
 HV9258.The horizontal coordinates were scaled from a topographic map and have
 HV9258.an estimated accuracy of +/- 6 seconds.
 HV9258
 HV9258.The orthometric height was determined by differential leveling
 HV9258.and adjusted by the National Geodetic Survey in November 1999..
 HV9258
 HV9258.The geoid height was determined by GEOID03.
 HV9258
 HV9258.The dynamic height is computed by dividing the NAVD 88
 HV9258.geopotential number by the normal gravity value computed on the
 HV9258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9258.degrees latitude (g = 980.6199 gals.).
 HV9258
 HV9258.The modeled gravity was interpolated from observed gravity values.
 HV9258
 HV9258;                    North         East    Units  Estimated Accuracy
 HV9258;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9258
 HV9258                          SUPERSEDED SURVEY CONTROL
 HV9258
 HV9258.No superseded survey control is available for this station.
 HV9258
 HV9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9258_MARKER: I = METAL ROD
 HV9258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV9258_SP_SET: STAINLESS STEEL ROD
 HV9258_MARK LOGO: NONE  
 HV9258_PROJECTION: FLUSH
 HV9258_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9258+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9258_ROD/PIPE-DEPTH: 4.9  meters
 HV9258
 HV9258  HISTORY     - Date     Condition        Report By
 HV9258  HISTORY     - 1992     MONUMENTED       NGS
 HV9258  HISTORY     - 20020116 GOOD             USPSQD
 HV9258
 HV9258                          STATION DESCRIPTION
 HV9258
 HV9258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9258'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9258'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9258'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9258'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9258'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9258'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9258'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9258'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9258'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9258'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9258'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9258'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9258'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9258'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9258'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9258'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9258'ROD DRIVEN TO REFUSAL, WITHOUT A GREASE-FILLED SLEEVE AND LOGO CAP,
 HV9258'FLUSH WITH GROUND SURFACE.  THE MARK IS 82.8 M (271.7 FT) NORTHEAST
 HV9258'OF THE NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV9258'INSTRUMENT AND EQUIPMENT SECTION, 77.8 M (255.2 FT) SOUTHWEST OF THE
 HV9258'SOUTHWEST CORNER OF BUILDING 8, 67.8 M (222.4 FT) NORTH-NORTHEAST OF
 HV9258'THE NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 64.0 M
 HV9258'(210.0 FT) NORTH OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9258'THE GARAGE AND 30.4 M (99.7 FT) EAST OF THE EAST EDGE OF THE
 HV9258'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.  NOTE--NO
 HV9258'STAMPING FOR BENCH MARK.
 HV9258
 HV9258                          STATION RECOVERY (2002)
 HV9258
 HV9258'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9257 ***********************************************************************
 HV9257  DESIGNATION -  55 2.5
 HV9257  PID         -  HV9257
 HV9257  STATE/COUNTY-  VA/CAROLINE
 HV9257  USGS QUAD   -  
 HV9257
 HV9257                         *CURRENT SURVEY CONTROL
 HV9257  ___________________________________________________________________
 HV9257* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9257* NAVD 88     -        65.632  (meters)     215.33   (feet)  ADJUSTED  
 HV9257  ___________________________________________________________________
 HV9257  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9257  DYNAMIC HT  -          65.592 (meters)     215.20  (feet)  COMP
 HV9257  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9257
 HV9257  VERT ORDER  -  FIRST     CLASS II
 HV9257
 HV9257.The horizontal coordinates were scaled from a topographic map and have
 HV9257.an estimated accuracy of +/- 6 seconds.
 HV9257
 HV9257.The orthometric height was determined by differential leveling
 HV9257.and adjusted by the National Geodetic Survey in November 1999..
 HV9257
 HV9257.The geoid height was determined by GEOID03.
 HV9257
 HV9257.The dynamic height is computed by dividing the NAVD 88
 HV9257.geopotential number by the normal gravity value computed on the
 HV9257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9257.degrees latitude (g = 980.6199 gals.).
 HV9257
 HV9257.The modeled gravity was interpolated from observed gravity values.
 HV9257
 HV9257;                    North         East    Units  Estimated Accuracy
 HV9257;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9257
 HV9257                          SUPERSEDED SURVEY CONTROL
 HV9257
 HV9257.No superseded survey control is available for this station.
 HV9257
 HV9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9257_MARKER: I = METAL ROD
 HV9257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV9257_SP_SET: STAINLESS STEEL ROD
 HV9257_MARK LOGO: NONE  
 HV9257_PROJECTION: FLUSH
 HV9257_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9257+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9257_ROD/PIPE-DEPTH: 4.9  meters
 HV9257
 HV9257  HISTORY     - Date     Condition        Report By
 HV9257  HISTORY     - 1992     MONUMENTED       NGS
 HV9257  HISTORY     - 20020116 GOOD             USPSQD
 HV9257
 HV9257                          STATION DESCRIPTION
 HV9257
 HV9257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9257'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9257'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9257'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9257'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9257'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9257'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9257'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9257'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9257'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9257'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9257'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9257'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9257'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9257'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9257'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9257'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9257'ROD DRIVEN TO REFUSAL, WITHOUT A GREASE-FILLED SLEEVE AND LOGO CAP,
 HV9257'FLUSH WITH GROUND SURFACE, 84.6 M (277.6 FT) SOUTHWEST OF THE
 HV9257'SOUTHWEST CORNER OF BUILDING 8, 81.4 M (267.1 FT) NORTH-NORTHEAST OF
 HV9257'THE NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV9257'INSTRUMENT AND EQUIPMENT SECTION, 68.2 M (223.8 FT) NORTH OF THE
 HV9257'NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 67.5 M
 HV9257'(221.5 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE LEAN-TO
 HV9257'EXTENSION ON THE GARAGE AND 20.3 M (66.6 FT) EAST OF THE EAST EDGE OF
 HV9257'THE NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9257'NOTE--NO STAMPING FOR BENCH MARK.
 HV9257
 HV9257                          STATION RECOVERY (2002)
 HV9257
 HV9257'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1103 ***********************************************************************
 GW1103  DESIGNATION -  555
 GW1103  PID         -  GW1103
 GW1103  STATE/COUNTY-  VA/CAMPBELL
 GW1103  USGS QUAD   -  LYNCHBURG (1984)
 GW1103
 GW1103                         *CURRENT SURVEY CONTROL
 GW1103  ___________________________________________________________________
 GW1103* NAD 83(1986)-  37 27 25.     (N)    079 11 06.     (W)     SCALED    
 GW1103* NAVD 88     -       168.93   (+/-2cm)     554.2    (feet)  VERTCON   
 GW1103  ___________________________________________________________________
 GW1103  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1103
 GW1103  VERT ORDER  -  ? (See Below)
 GW1103
 GW1103.The horizontal coordinates were scaled from a topographic map and have
 GW1103.an estimated accuracy of +/- 6 seconds.
 GW1103
 GW1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1103.The vertical order pertains to the NGVD 29 superseded value.
 GW1103
 GW1103.The geoid height was determined by GEOID03.
 GW1103
 GW1103;                    North         East    Units  Estimated Accuracy
 GW1103;SPC VA S     - 1,124,910.    3,439,400.      MT  (+/- 180 meters Scaled)
 GW1103
 GW1103                          SUPERSEDED SURVEY CONTROL
 GW1103
 GW1103  NGVD 29 (??/??/92)  169.146  (m)          554.94   (f) ADJ UNCH    ?  
 GW1103
 GW1103.Superseded values are not recommended for survey control.
 GW1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1103.See file dsdata.txt to determine how the superseded data were derived.
 GW1103
 GW1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB605471(NAD 83)
 GW1103_MARKER: Q = CHISELED SQUARE
 GW1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1103_SP_SET: CEMENT WALK
 GW1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1103
 GW1103  HISTORY     - Date     Condition        Report By
 GW1103  HISTORY     - UNK      MONUMENTED       CORR
 GW1103  HISTORY     - 1936     GOOD             NGS
 GW1103
 GW1103                          STATION DESCRIPTION
 GW1103
 GW1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1103'0.3 MI NW FROM REUSENS.
 GW1103'0.3 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW1103'STATION AT REUSENS, AT THE PLANT OF THE APPALACHIAN ELECTRIC AND
 GW1103'POWER CO., ON THE CEMENT WALK OVER THE OLD CANAL LOCK, ON THE
 GW1103'SOUTH SIDE NEAR THE MIDDLE OF THE WALK, AND 1 FOOT FROM TWO
 GW1103'UPRIGHT OIL PIPES.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0934 ***********************************************************************
 HW0934  DESIGNATION -  558
 HW0934  PID         -  HW0934
 HW0934  STATE/COUNTY-  VA/ALBEMARLE
 HW0934  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0934
 HW0934                         *CURRENT SURVEY CONTROL
 HW0934  ___________________________________________________________________
 HW0934* NAD 83(1986)-  38 03 00.     (N)    078 31 35.     (W)     SCALED    
 HW0934* NAVD 88     -       169.793  (meters)     557.06   (feet)  ADJUSTED  
 HW0934  ___________________________________________________________________
 HW0934  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0934  DYNAMIC HT  -         169.673 (meters)     556.67  (feet)  COMP
 HW0934  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HW0934
 HW0934  VERT ORDER  -  SECOND    CLASS 0
 HW0934
 HW0934.The horizontal coordinates were scaled from a topographic map and have
 HW0934.an estimated accuracy of +/- 6 seconds.
 HW0934
 HW0934.The orthometric height was determined by differential leveling
 HW0934.and adjusted by the National Geodetic Survey in June 1991..
 HW0934
 HW0934.The geoid height was determined by GEOID03.
 HW0934
 HW0934.The dynamic height is computed by dividing the NAVD 88
 HW0934.geopotential number by the normal gravity value computed on the
 HW0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0934.degrees latitude (g = 980.6199 gals.).
 HW0934
 HW0934.The modeled gravity was interpolated from observed gravity values.
 HW0934
 HW0934;                    North         East    Units  Estimated Accuracy
 HW0934;SPC VA S     - 1,190,520.    3,497,680.      MT  (+/- 180 meters Scaled)
 HW0934
 HW0934                          SUPERSEDED SURVEY CONTROL
 HW0934
 HW0934  NGVD 29 (??/??/92)  170.029  (m)          557.84   (f) ADJ UNCH    2 0
 HW0934
 HW0934.Superseded values are not recommended for survey control.
 HW0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0934.See file dsdata.txt to determine how the superseded data were derived.
 HW0934
 HW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC170142(NAD 83)
 HW0934_MARKER: Q = CHISELED SQUARE
 HW0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0934_SP_SET: BRIDGE
 HW0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0934
 HW0934  HISTORY     - Date     Condition        Report By
 HW0934  HISTORY     - UNK      MONUMENTED       USGS
 HW0934  HISTORY     - 1934     GOOD             NGS
 HW0934
 HW0934                          STATION DESCRIPTION
 HW0934
 HW0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0934'2.2 MI W FROM CHARLOTTESVILLE.
 HW0934'2.2 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0934'STATION AT CHARLOTTESVILLE, ALBEMARLE COUNTY, AT BRIDGE 1847 OVER
 HW0934'STATE HIGHWAY 5, ON THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 HW0934'9 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 HW0934'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5803 ***********************************************************************
 GV5803  DESIGNATION -  56
 GV5803  PID         -  GV5803
 GV5803  STATE/COUNTY-  VA/C OF RICHMOND
 GV5803  USGS QUAD   -  BON AIR (1994)
 GV5803
 GV5803                         *CURRENT SURVEY CONTROL
 GV5803  ___________________________________________________________________
 GV5803* NAD 83(1993)-  37 32 22.32024(N)    077 33 32.01813(W)     ADJUSTED  
 GV5803* NAVD 88     -        99.61   (+/-2cm)     326.8    (feet)  VERTCON   
 GV5803  ___________________________________________________________________
 GV5803  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV5803  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV5803
 GV5803  HORZ ORDER  -  SECOND
 GV5803  VERT ORDER  -  THIRD ? (See Below)
 GV5803
 GV5803.The horizontal coordinates were established by classical geodetic methods
 GV5803.and adjusted by the National Geodetic Survey in November 1994..
 GV5803
 GV5803.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5803.The vertical order pertains to the NGVD 29 superseded value.
 GV5803
 GV5803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5803
 GV5803.The geoid height was determined by GEOID03.
 GV5803
 GV5803;                    North         East     Units Scale Factor Converg.
 GV5803;SPC VA S     - 1,134,273.275 3,583,168.285   MT  0.99994989   +0 34 16.3
 GV5803;SPC VA S     - 3,721,361.57 11,755,777.95   sFT  0.99994989   +0 34 16.3
 GV5803;UTM  18      - 4,157,804.566   273,918.941   MT  1.00022963   -1 33 35.3
 GV5803
 GV5803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5803!SPC VA S     -   0.99998952  x   0.99994989  =   0.99993941
 GV5803!UTM  18      -   0.99998952  x   1.00022963  =   1.00021915
 GV5803
 GV5803|---------------------------------------------------------------------|
 GV5803| PID    Reference Object                     Distance      Geod. Az  |
 GV5803|                                                           dddmmss.s |
 GV5803| DC5513 56 RM                                17.042 METERS 04915     |
 GV5803| GV5801 55                                  169.303 METERS 06022     |
 GV5803| GV5687 BURN                                419.551 METERS 2275233.9 |
 GV5803|---------------------------------------------------------------------|
 GV5803
 GV5803                          SUPERSEDED SURVEY CONTROL
 GV5803
 GV5803  NAD 83(1986)-  37 32 22.32650(N)    077 33 32.03496(W) AD(       ) 2
 GV5803  NAD 27      -  37 32 21.79627(N)    077 33 33.08168(W) AD(       ) 2
 GV5803  NGVD 29 (07/19/86)   99.92   (m)          327.8    (f) LEVELING    3  
 GV5803
 GV5803.Superseded values are not recommended for survey control.
 GV5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5803.See file dsdata.txt to determine how the superseded data were derived.
 GV5803
 GV5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7391957805(NAD 83)
 GV5803_MARKER: Z = SEE DESCRIPTION
 GV5803_SETTING: 0 = UNSPECIFIED SETTING
 GV5803
 GV5803  HISTORY     - Date     Condition        Report By
 GV5803  HISTORY     - 1972     MONUMENTED       VA2060
 GV5803  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5803  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5803  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5803
 GV5803                          STATION DESCRIPTION
 GV5803
 GV5803'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5803'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5803'BUFORD RD., THENCE WEST ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5803'THENCE NORTH ON HUGUENOT RD. 0.20 MILE TO POINT NO. 56.
 GV5803'
 GV5803'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5803'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5803'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5803'8 INCHES BELOW GROUND.
 GV5803'
 GV5803'23.5 FEET N.W. OF E.P. OF HUGUENOT RD. (RT. 147), 11.7 FEET E. OF C
 GV5803'AND P POLE NO. 97 AND VEPCO NO. ON14, 38.4 FEET S.E. OF EAST CORNER
 GV5803'OF PHONE BOOTH.
 GV5803'
 GV5803'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5803'CENTER OF PIN, SET FLUSH TO GROUND.  65.5 FEET N.E. OF C AND P POLE
 GV5803'NO. 97 AND VEPCO NO. ON14, 27.7 FEET N.W. OF E.P. OF HUGUENOT RD.
 GV5803'(RT. 147), 26.0 FEET S.W. OF 6 INCH CEDAR TREE.
 GV5803'
 GV5803'DISTANCE BETWEEN PT. 56 AND R.M. IS 55.92 FT., 17.042 M.
 GV5803'
 GV5803'NEAREST TOWN RICHMOND.
 GV5803
 GV5803                          STATION RECOVERY (1995)
 GV5803
 GV5803'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5803'MARK NOT FOUND.
 GV5803
 GV5803                          STATION RECOVERY (1999)
 GV5803
 GV5803'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5803'MARK NOT FOUND.
 GV5803
 GV5803                          STATION RECOVERY (2003)
 GV5803
 GV5803'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1331 ***********************************************************************
 GV1331  DESIGNATION -  561 C OF R
 GV1331  PID         -  GV1331
 GV1331  STATE/COUNTY-  VA/CHESTERFIELD
 GV1331  USGS QUAD   -  RICHMOND (1994)
 GV1331
 GV1331                         *CURRENT SURVEY CONTROL
 GV1331  ___________________________________________________________________
 GV1331* NAD 83(1986)-  37 30 08.     (N)    077 28 26.     (W)     SCALED    
 GV1331* NAVD 88     -        59.119  (meters)     193.96   (feet)  ADJUSTED  
 GV1331  ___________________________________________________________________
 GV1331  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV1331  DYNAMIC HT  -          59.078 (meters)     193.83  (feet)  COMP
 GV1331  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 GV1331
 GV1331  VERT ORDER  -  SECOND    CLASS 0
 GV1331
 GV1331.The horizontal coordinates were scaled from a topographic map and have
 GV1331.an estimated accuracy of +/- 6 seconds.
 GV1331
 GV1331.The orthometric height was determined by differential leveling
 GV1331.and adjusted by the National Geodetic Survey in June 1991..
 GV1331
 GV1331.The geoid height was determined by GEOID03.
 GV1331
 GV1331.The dynamic height is computed by dividing the NAVD 88
 GV1331.geopotential number by the normal gravity value computed on the
 GV1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1331.degrees latitude (g = 980.6199 gals.).
 GV1331
 GV1331.The modeled gravity was interpolated from observed gravity values.
 GV1331
 GV1331;                    North         East    Units  Estimated Accuracy
 GV1331;SPC VA S     - 1,130,210.    3,590,730.      MT  (+/- 180 meters Scaled)
 GV1331
 GV1331                          SUPERSEDED SURVEY CONTROL
 GV1331
 GV1331  NGVD 29 (??/??/??)   59.431  (m)          194.98   (f) ADJUSTED    2 0
 GV1331
 GV1331.Superseded values are not recommended for survey control.
 GV1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1331.See file dsdata.txt to determine how the superseded data were derived.
 GV1331
 GV1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG813534(NAD 83)
 GV1331_MARKER: DD = SURVEY DISK
 GV1331_SETTING: 0 = UNSPECIFIED SETTING
 GV1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1331+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1331
 GV1331  HISTORY     - Date     Condition        Report By
 GV1331  HISTORY     - UNK      MONUMENTED       VA2060
 GV1331  HISTORY     - 1973     GOOD             NGS
 GV1331  HISTORY     - 20000223 GOOD             USPSQD
 GV1331  HISTORY     - 20041023 GOOD             USPSQD
 GV1331
 GV1331                          STATION DESCRIPTION
 GV1331
 GV1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV1331'AT RICHMOND.
 GV1331'LOCATED AT BELT BOULEVARD AND HULL STREET IN THE NORTHWEST GRASS
 GV1331'TRIANGLE, 3 FEET WEST OF THE WEST CURB OF THE SOUTH BOUND LANES
 GV1331'OF BELT BOULEVARD, 10 FEET NORTH OF THE NORTH CURB OF THE WEST
 GV1331'BOUND LANES OF HULL STREET, 13.7 FEET SOUTHEAST OF A 1 FOOT
 GV1331'METAL SIGNAL LIGHT SUPPORT POLE.
 GV1331
 GV1331                          STATION RECOVERY (2000)
 GV1331
 GV1331'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1331'RECOVERED IN GOOD CONDITION.
 GV1331
 GV1331                          STATION RECOVERY (2004)
 GV1331
 GV1331'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2078 ***********************************************************************
 GV2078  DESIGNATION -  562 C OF R
 GV2078  PID         -  GV2078
 GV2078  STATE/COUNTY-  VA/C OF RICHMOND
 GV2078  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2078
 GV2078                         *CURRENT SURVEY CONTROL
 GV2078  ___________________________________________________________________
 GV2078* NAD 83(1986)-  37 29 47.     (N)    077 29 01.     (W)     SCALED    
 GV2078* NAVD 88     -        62.251  (meters)     204.24   (feet)  ADJUSTED  
 GV2078  ___________________________________________________________________
 GV2078  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2078  DYNAMIC HT  -          62.208 (meters)     204.09  (feet)  COMP
 GV2078  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 GV2078
 GV2078  VERT ORDER  -  SECOND    CLASS 0
 GV2078
 GV2078.The horizontal coordinates were scaled from a topographic map and have
 GV2078.an estimated accuracy of +/- 6 seconds.
 GV2078
 GV2078.The orthometric height was determined by differential leveling
 GV2078.and adjusted by the National Geodetic Survey in June 1991..
 GV2078
 GV2078.The geoid height was determined by GEOID03.
 GV2078
 GV2078.The dynamic height is computed by dividing the NAVD 88
 GV2078.geopotential number by the normal gravity value computed on the
 GV2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2078.degrees latitude (g = 980.6199 gals.).
 GV2078
 GV2078.The modeled gravity was interpolated from observed gravity values.
 GV2078
 GV2078;                    North         East    Units  Estimated Accuracy
 GV2078;SPC VA S     - 1,129,550.    3,589,870.      MT  (+/- 180 meters Scaled)
 GV2078
 GV2078                          SUPERSEDED SURVEY CONTROL
 GV2078
 GV2078  NGVD 29 (??/??/??)   62.563  (m)          205.26   (f) ADJUSTED    2 0
 GV2078
 GV2078.Superseded values are not recommended for survey control.
 GV2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2078.See file dsdata.txt to determine how the superseded data were derived.
 GV2078
 GV2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG804528(NAD 83)
 GV2078_MARKER: DD = SURVEY DISK
 GV2078_SETTING: 0 = UNSPECIFIED SETTING
 GV2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2078+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV2078
 GV2078  HISTORY     - Date     Condition        Report By
 GV2078  HISTORY     - UNK      MONUMENTED       VA2060
 GV2078  HISTORY     - 1972     GOOD             NGS
 GV2078  HISTORY     - 19951028 GOOD             USPSQD
 GV2078  HISTORY     - 19991023 GOOD             USPSQD
 GV2078  HISTORY     - 20031118 GOOD             USPSQD
 GV2078  HISTORY     - 20050207 GOOD             USPSQD
 GV2078
 GV2078                          STATION DESCRIPTION
 GV2078
 GV2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2078'AT RICHMOND.
 GV2078'29 FEET NORTHEAST OF THE CENTERLINE OF WOODHAVEN DRIVE, 29 FEET
 GV2078'NORTHWEST OF THE CENTERLINE OF THE NORTH DRIVE OF HULL STREET ROAD,
 GV2078'9.5 FEET SOUTHEAST OF A STONE AT THE PROPERTY LINE OF HULL STREET
 GV2078'ROAD AND WOODHAVEN DRIVE, 49.5 FEET SOUTHWEST OF THE SOUTHWEST
 GV2078'CORNER OF HOUSE NO. 1057 WOODHAVEN DRIVE, 28.5 FEET SOUTHWEST
 GV2078'OF A 1.4 FEET MAPLE.
 GV2078'A STANDARD C OF R DISK.
 GV2078
 GV2078                          STATION RECOVERY (1995)
 GV2078
 GV2078'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2078'RECOVERED IN GOOD CONDITION.
 GV2078
 GV2078                          STATION RECOVERY (1999)
 GV2078
 GV2078'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2078'RECOVERED IN GOOD CONDITION.
 GV2078
 GV2078                          STATION RECOVERY (2003)
 GV2078
 GV2078'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2078'RECOVERED IN GOOD CONDITION.
 GV2078
 GV2078                          STATION RECOVERY (2005)
 GV2078
 GV2078'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2085 ***********************************************************************
 GV2085  DESIGNATION -  563 C OF R
 GV2085  PID         -  GV2085
 GV2085  STATE/COUNTY-  VA/C OF RICHMOND
 GV2085  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2085
 GV2085                         *CURRENT SURVEY CONTROL
 GV2085  ___________________________________________________________________
 GV2085* NAD 83(1986)-  37 29 17.     (N)    077 29 42.     (W)     SCALED    
 GV2085* NAVD 88     -        66.422  (meters)     217.92   (feet)  ADJUSTED  
 GV2085  ___________________________________________________________________
 GV2085  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV2085  DYNAMIC HT  -          66.376 (meters)     217.77  (feet)  COMP
 GV2085  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 GV2085
 GV2085  VERT ORDER  -  SECOND    CLASS 0
 GV2085
 GV2085.The horizontal coordinates were scaled from a topographic map and have
 GV2085.an estimated accuracy of +/- 6 seconds.
 GV2085
 GV2085.The orthometric height was determined by differential leveling
 GV2085.and adjusted by the National Geodetic Survey in June 1991..
 GV2085
 GV2085.The geoid height was determined by GEOID03.
 GV2085
 GV2085.The dynamic height is computed by dividing the NAVD 88
 GV2085.geopotential number by the normal gravity value computed on the
 GV2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2085.degrees latitude (g = 980.6199 gals.).
 GV2085
 GV2085.The modeled gravity was interpolated from observed gravity values.
 GV2085
 GV2085;                    North         East    Units  Estimated Accuracy
 GV2085;SPC VA S     - 1,128,620.    3,588,880.      MT  (+/- 180 meters Scaled)
 GV2085
 GV2085                          SUPERSEDED SURVEY CONTROL
 GV2085
 GV2085  NGVD 29 (??/??/??)   66.734  (m)          218.94   (f) ADJUSTED    2 0
 GV2085
 GV2085.Superseded values are not recommended for survey control.
 GV2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2085.See file dsdata.txt to determine how the superseded data were derived.
 GV2085
 GV2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG794519(NAD 83)
 GV2085_MARKER: DD = SURVEY DISK
 GV2085_SETTING: 0 = UNSPECIFIED SETTING
 GV2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2085+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2085
 GV2085  HISTORY     - Date     Condition        Report By
 GV2085  HISTORY     - UNK      MONUMENTED       VA2060
 GV2085  HISTORY     - 1972     GOOD             NGS
 GV2085  HISTORY     - 19951028 GOOD             USPSQD
 GV2085  HISTORY     - 19991023 GOOD             USPSQD
 GV2085  HISTORY     - 20031118 GOOD             USPSQD
 GV2085
 GV2085                          STATION DESCRIPTION
 GV2085
 GV2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2085'AT RICHMOND.
 GV2085'25 FEET NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 GV2085'HULL STREET ROAD, 29 FEET NORTHEAST OF THE CENTERLINE OF SWANSON
 GV2085'ROAD, 2 FEET NORTH OF THE CURB, 71.5 FEET SOUTHEAST OF THE SOUTHWEST
 GV2085'CORNER OF A BRICK BUILDING ON THE EAST LINE OF SWANSON ROAD AND
 GV2085'THE NORTH LINE OF HULL STREET ROAD, 135 FEET SOUTHWEST OF THE
 GV2085'SOUTHEAST CORNER OF THE SAME BRICK BUILDING. A STANDARD C OF R DISK.
 GV2085
 GV2085                          STATION RECOVERY (1995)
 GV2085
 GV2085'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2085'RECOVERED IN GOOD CONDITION.
 GV2085
 GV2085                          STATION RECOVERY (1999)
 GV2085
 GV2085'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2085'RECOVERED IN GOOD CONDITION.
 GV2085
 GV2085                          STATION RECOVERY (2003)
 GV2085
 GV2085'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2431 ***********************************************************************
 GV2431  DESIGNATION -  564 C OF R
 GV2431  PID         -  GV2431
 GV2431  STATE/COUNTY-  VA/C OF RICHMOND
 GV2431  USGS QUAD   -  CHESTERFIELD (1994)
 GV2431
 GV2431                         *CURRENT SURVEY CONTROL
 GV2431  ___________________________________________________________________
 GV2431* NAD 83(1986)-  37 29 01.     (N)    077 30 10.     (W)     SCALED    
 GV2431* NAVD 88     -        58.612  (meters)     192.30   (feet)  ADJUSTED  
 GV2431  ___________________________________________________________________
 GV2431  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV2431  DYNAMIC HT  -          58.571 (meters)     192.16  (feet)  COMP
 GV2431  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 GV2431
 GV2431  VERT ORDER  -  SECOND    CLASS 0
 GV2431
 GV2431.The horizontal coordinates were scaled from a topographic map and have
 GV2431.an estimated accuracy of +/- 6 seconds.
 GV2431
 GV2431.The orthometric height was determined by differential leveling
 GV2431.and adjusted by the National Geodetic Survey in June 1991..
 GV2431
 GV2431.The geoid height was determined by GEOID03.
 GV2431
 GV2431.The dynamic height is computed by dividing the NAVD 88
 GV2431.geopotential number by the normal gravity value computed on the
 GV2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2431.degrees latitude (g = 980.6199 gals.).
 GV2431
 GV2431.The modeled gravity was interpolated from observed gravity values.
 GV2431
 GV2431;                    North         East    Units  Estimated Accuracy
 GV2431;SPC VA S     - 1,128,120.    3,588,190.      MT  (+/- 180 meters Scaled)
 GV2431
 GV2431                          SUPERSEDED SURVEY CONTROL
 GV2431
 GV2431  NGVD 29 (??/??/??)   58.925  (m)          193.32   (f) ADJUSTED    2 0
 GV2431
 GV2431.Superseded values are not recommended for survey control.
 GV2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2431.See file dsdata.txt to determine how the superseded data were derived.
 GV2431
 GV2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG787514(NAD 83)
 GV2431_MARKER: DD = SURVEY DISK
 GV2431_SETTING: 0 = UNSPECIFIED SETTING
 GV2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2431
 GV2431  HISTORY     - Date     Condition        Report By
 GV2431  HISTORY     - UNK      MONUMENTED       VA2060
 GV2431  HISTORY     - 1972     GOOD             NGS
 GV2431  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2431  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2431  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2431  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2431
 GV2431                          STATION DESCRIPTION
 GV2431
 GV2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2431'AT RICHMOND.
 GV2431'9 FEET WEST OF THE CENTERLINE OF ORCUTT LAND PROJECTED, 26.5 FEET
 GV2431'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF HULL
 GV2431'STREET ROAD, 57 FEET SOUTHWEST OF A FIRE HYDRANT NORTH OF HULL
 GV2431'STREET ROAD, 22.5 FEET SOUTHEAST OF VEPCO POLE NO. 11000, 26.5
 GV2431'FEET WEST OF THE WEST FACE OF WING OF RAMSEY MEMORIAL METHODIST
 GV2431'CHURCH.
 GV2431
 GV2431                          STATION RECOVERY (1990)
 GV2431
 GV2431'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2431'MARK NOT FOUND.
 GV2431
 GV2431                          STATION RECOVERY (1995)
 GV2431
 GV2431'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2431'MARK NOT FOUND.
 GV2431
 GV2431                          STATION RECOVERY (1999)
 GV2431
 GV2431'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2431'MARK NOT FOUND.
 GV2431
 GV2431                          STATION RECOVERY (2003)
 GV2431
 GV2431'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2432 ***********************************************************************
 GV2432  DESIGNATION -  565 C OF R
 GV2432  PID         -  GV2432
 GV2432  STATE/COUNTY-  VA/C OF RICHMOND
 GV2432  USGS QUAD   -  CHESTERFIELD (1994)
 GV2432
 GV2432                         *CURRENT SURVEY CONTROL
 GV2432  ___________________________________________________________________
 GV2432* NAD 83(1986)-  37 28 49.     (N)    077 30 39.     (W)     SCALED    
 GV2432* NAVD 88     -        66.892  (meters)     219.46   (feet)  ADJUSTED  
 GV2432  ___________________________________________________________________
 GV2432  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GV2432  DYNAMIC HT  -          66.845 (meters)     219.31  (feet)  COMP
 GV2432  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 GV2432
 GV2432  VERT ORDER  -  SECOND    CLASS 0
 GV2432
 GV2432.The horizontal coordinates were scaled from a topographic map and have
 GV2432.an estimated accuracy of +/- 6 seconds.
 GV2432
 GV2432.The orthometric height was determined by differential leveling
 GV2432.and adjusted by the National Geodetic Survey in June 1991..
 GV2432
 GV2432.The geoid height was determined by GEOID03.
 GV2432
 GV2432.The dynamic height is computed by dividing the NAVD 88
 GV2432.geopotential number by the normal gravity value computed on the
 GV2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2432.degrees latitude (g = 980.6199 gals.).
 GV2432
 GV2432.The modeled gravity was interpolated from observed gravity values.
 GV2432
 GV2432;                    North         East    Units  Estimated Accuracy
 GV2432;SPC VA S     - 1,127,740.    3,587,480.      MT  (+/- 180 meters Scaled)
 GV2432
 GV2432                          SUPERSEDED SURVEY CONTROL
 GV2432
 GV2432  NGVD 29 (??/??/??)   67.205  (m)          220.49   (f) ADJUSTED    2 0
 GV2432
 GV2432.Superseded values are not recommended for survey control.
 GV2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2432.See file dsdata.txt to determine how the superseded data were derived.
 GV2432
 GV2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG779511(NAD 83)
 GV2432_MARKER: DD = SURVEY DISK
 GV2432_SETTING: 0 = UNSPECIFIED SETTING
 GV2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2432
 GV2432  HISTORY     - Date     Condition        Report By
 GV2432  HISTORY     - UNK      MONUMENTED       VA2060
 GV2432  HISTORY     - 1972     GOOD             NGS
 GV2432  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2432  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2432  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2432  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2432
 GV2432                          STATION DESCRIPTION
 GV2432
 GV2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2432'AT RICHMOND.
 GV2432'LOCATED IN GRASS MEDIAN AT HULL STREET ROAD AND ELKHARDT ROAD,
 GV2432'5.3 FEET EAST OF THE WEST END MEDIAN CURB AT THE CENTERLINE OF
 GV2432'HULL STREET ROAD, 41.5 FEET EAST OF THE CENTERLINE OF ELKHARDT
 GV2432'ROAD, 50 FEET SOUTH OF A FIRE HYDRANT EAST OF ELKHARDT ROAD, ON
 GV2432'LINE WITH THE WEST SIDE OF A TWO-STORY FRAME BUILDING ON THE
 GV2432'SOUTH LINE OF HULL STREET ROAD.
 GV2432
 GV2432                          STATION RECOVERY (1990)
 GV2432
 GV2432'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2432'MARK NOT FOUND.
 GV2432
 GV2432                          STATION RECOVERY (1995)
 GV2432
 GV2432'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2432'MARK NOT FOUND.
 GV2432
 GV2432                          STATION RECOVERY (1999)
 GV2432
 GV2432'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2432'MARK NOT FOUND.
 GV2432
 GV2432                          STATION RECOVERY (2003)
 GV2432
 GV2432'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2429 ***********************************************************************
 GV2429  DESIGNATION -  566 C OF R
 GV2429  PID         -  GV2429
 GV2429  STATE/COUNTY-  VA/C OF RICHMOND
 GV2429  USGS QUAD   -  CHESTERFIELD (1994)
 GV2429
 GV2429                         *CURRENT SURVEY CONTROL
 GV2429  ___________________________________________________________________
 GV2429* NAD 83(1986)-  37 29 25.     (N)    077 30 34.     (W)     SCALED    
 GV2429* NAVD 88     -        65.755  (meters)     215.73   (feet)  ADJUSTED  
 GV2429  ___________________________________________________________________
 GV2429  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV2429  DYNAMIC HT  -          65.709 (meters)     215.58  (feet)  COMP
 GV2429  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 GV2429
 GV2429  VERT ORDER  -  SECOND    CLASS 0
 GV2429
 GV2429.The horizontal coordinates were scaled from a topographic map and have
 GV2429.an estimated accuracy of +/- 6 seconds.
 GV2429
 GV2429.The orthometric height was determined by differential leveling
 GV2429.and adjusted by the National Geodetic Survey in June 1991..
 GV2429
 GV2429.The geoid height was determined by GEOID03.
 GV2429
 GV2429.The dynamic height is computed by dividing the NAVD 88
 GV2429.geopotential number by the normal gravity value computed on the
 GV2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2429.degrees latitude (g = 980.6199 gals.).
 GV2429
 GV2429.The modeled gravity was interpolated from observed gravity values.
 GV2429
 GV2429;                    North         East    Units  Estimated Accuracy
 GV2429;SPC VA S     - 1,128,850.    3,587,600.      MT  (+/- 180 meters Scaled)
 GV2429
 GV2429                          SUPERSEDED SURVEY CONTROL
 GV2429
 GV2429  NGVD 29 (??/??/??)   66.067  (m)          216.75   (f) ADJUSTED    2 0
 GV2429
 GV2429.Superseded values are not recommended for survey control.
 GV2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2429.See file dsdata.txt to determine how the superseded data were derived.
 GV2429
 GV2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG781522(NAD 83)
 GV2429_MARKER: DD = SURVEY DISK
 GV2429_SETTING: 0 = UNSPECIFIED SETTING
 GV2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2429+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2429
 GV2429  HISTORY     - Date     Condition        Report By
 GV2429  HISTORY     - UNK      MONUMENTED       VA2060
 GV2429  HISTORY     - 1972     GOOD             NGS
 GV2429  HISTORY     - 1990     GOOD             USPSQD
 GV2429  HISTORY     - 19991023 GOOD             USPSQD
 GV2429  HISTORY     - 20031108 GOOD             USPSQD
 GV2429
 GV2429                          STATION DESCRIPTION
 GV2429
 GV2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2429'AT RICHMOND.
 GV2429'AT THE CENTERLINE OF WHEATON ROAD PROJECTED, 28.5 FEET SOUTHEAST
 GV2429'OF THE CENTERLINE OF WHITEHEAD ROAD, 31 FEET SOUTHEAST OF A SEWER
 GV2429'MANHOLE, 30.5 FEET SOUTH OF VEPCO POLE NO. SI80, 55 FEET SOUTHEAST
 GV2429'OF A FIRE HYDRANT WEST OF WHITEHEAD ROAD.
 GV2429
 GV2429                          STATION RECOVERY (1990)
 GV2429
 GV2429'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2429'RECOVERED IN GOOD CONDITION.
 GV2429
 GV2429                          STATION RECOVERY (1999)
 GV2429
 GV2429'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2429'RECOVERED IN GOOD CONDITION.
 GV2429
 GV2429                          STATION RECOVERY (2003)
 GV2429
 GV2429'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0633 ***********************************************************************
 FY0633  DESIGNATION -  567
 FY0633  PID         -  FY0633
 FY0633  STATE/COUNTY-  VA/HALIFAX
 FY0633  USGS QUAD   -  NATHALIE (1990)
 FY0633
 FY0633                         *CURRENT SURVEY CONTROL
 FY0633  ___________________________________________________________________
 FY0633* NAD 83(1986)-  36 53 16.     (N)    078 54 24.     (W)     SCALED    
 FY0633* NAVD 88     -       172.530  (meters)     566.04   (feet)  ADJUSTED  
 FY0633  ___________________________________________________________________
 FY0633  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY0633  DYNAMIC HT  -         172.400 (meters)     565.62  (feet)  COMP
 FY0633  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 FY0633
 FY0633  VERT ORDER  -  SECOND    CLASS 0
 FY0633
 FY0633.The horizontal coordinates were scaled from a topographic map and have
 FY0633.an estimated accuracy of +/- 6 seconds.
 FY0633
 FY0633.The orthometric height was determined by differential leveling
 FY0633.and adjusted by the National Geodetic Survey in June 1991..
 FY0633
 FY0633.The geoid height was determined by GEOID03.
 FY0633
 FY0633.The dynamic height is computed by dividing the NAVD 88
 FY0633.geopotential number by the normal gravity value computed on the
 FY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0633.degrees latitude (g = 980.6199 gals.).
 FY0633
 FY0633.The modeled gravity was interpolated from observed gravity values.
 FY0633
 FY0633;                    North         East    Units  Estimated Accuracy
 FY0633;SPC VA S     - 1,061,610.    3,463,750.      MT  (+/- 180 meters Scaled)
 FY0633
 FY0633                          SUPERSEDED SURVEY CONTROL
 FY0633
 FY0633  NGVD 29 (??/??/92)  172.806  (m)          566.95   (f) ADJ UNCH    2 0
 FY0633
 FY0633.Superseded values are not recommended for survey control.
 FY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0633.See file dsdata.txt to determine how the superseded data were derived.
 FY0633
 FY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA865844(NAD 83)
 FY0633_MARKER: DD = SURVEY DISK
 FY0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0633_SP_SET: CULVERT
 FY0633_STAMPING: 567
 FY0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0633
 FY0633  HISTORY     - Date     Condition        Report By
 FY0633  HISTORY     - UNK      MONUMENTED       USGS
 FY0633  HISTORY     - 1935     GOOD             NGS
 FY0633
 FY0633                          STATION DESCRIPTION
 FY0633
 FY0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0633'1.9 MI N FROM CRYSTAL HILL.
 FY0633'1.9 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY0633'STATION AT CRYSTAL HILL, HALIFAX COUNTY, 0.9 MILE SOUTH OF THE STATION
 FY0633'AT LENNIG, ABOUT 327 YARDS SOUTH OF MILEPOST 46, ABOUT 103
 FY0633'YARDS SOUTH OF A ROAD CROSSING, AT A 26-INCH CAST-IRON CULVERT,
 FY0633'IN THE CENTER OF THE TOP OF THE WEST STONE HEADWALL, AND 9.3 FEET
 FY0633'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 FY0633'SURVEY STANDARD DISK, STAMPED 567.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1329 ***********************************************************************
 GV1329  DESIGNATION -  567 C OF R
 GV1329  PID         -  GV1329
 GV1329  STATE/COUNTY-  VA/CHESTERFIELD
 GV1329  USGS QUAD   -  RICHMOND (1994)
 GV1329
 GV1329                         *CURRENT SURVEY CONTROL
 GV1329  ___________________________________________________________________
 GV1329* NAD 83(1986)-  37 30 06.     (N)    077 29 15.     (W)     SCALED    
 GV1329* NAVD 88     -        63.221  (meters)     207.42   (feet)  ADJUSTED  
 GV1329  ___________________________________________________________________
 GV1329  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV1329  DYNAMIC HT  -          63.178 (meters)     207.28  (feet)  COMP
 GV1329  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 GV1329
 GV1329  VERT ORDER  -  SECOND    CLASS 0
 GV1329
 GV1329.The horizontal coordinates were scaled from a topographic map and have
 GV1329.an estimated accuracy of +/- 6 seconds.
 GV1329
 GV1329.The orthometric height was determined by differential leveling
 GV1329.and adjusted by the National Geodetic Survey in June 1991..
 GV1329
 GV1329.The geoid height was determined by GEOID03.
 GV1329
 GV1329.The dynamic height is computed by dividing the NAVD 88
 GV1329.geopotential number by the normal gravity value computed on the
 GV1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1329.degrees latitude (g = 980.6199 gals.).
 GV1329
 GV1329.The modeled gravity was interpolated from observed gravity values.
 GV1329
 GV1329;                    North         East    Units  Estimated Accuracy
 GV1329;SPC VA S     - 1,130,140.    3,589,520.      MT  (+/- 180 meters Scaled)
 GV1329
 GV1329                          SUPERSEDED SURVEY CONTROL
 GV1329
 GV1329  NGVD 29 (??/??/??)   63.533  (m)          208.44   (f) ADJUSTED    2 0
 GV1329
 GV1329.Superseded values are not recommended for survey control.
 GV1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1329.See file dsdata.txt to determine how the superseded data were derived.
 GV1329
 GV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG801534(NAD 83)
 GV1329_MARKER: DD = SURVEY DISK
 GV1329_SETTING: 0 = UNSPECIFIED SETTING
 GV1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1329+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1329
 GV1329  HISTORY     - Date     Condition        Report By
 GV1329  HISTORY     - UNK      MONUMENTED       VA2060
 GV1329  HISTORY     - 1972     GOOD             NGS
 GV1329  HISTORY     - 20000223 GOOD             USPSQD
 GV1329  HISTORY     - 20041023 GOOD             USPSQD
 GV1329
 GV1329                          STATION DESCRIPTION
 GV1329
 GV1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1329'AT RICHMOND.
 GV1329'34 FEET EAST OF THE CENTERLINE OF WOODHAVEN DRIVE, 23 FEET SOUTH
 GV1329'OF THE CENTERLINE OF RED OAK LANE, 41 FEET NORTHWEST OF THE
 GV1329'NORTHWEST CORNER OF A BRICK HOUSE ON THE SOUTH LINE OF RED OAK
 GV1329'LANE AND THE EAST LINE OF WOODHAVEN DRIVE, 75.5 FEET NORTHWEST
 GV1329'OF THE SOUTHWEST CORNER OF THE SAME HOUSE.
 GV1329
 GV1329                          STATION RECOVERY (2000)
 GV1329
 GV1329'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1329'RECOVERED IN GOOD CONDITION.
 GV1329
 GV1329                          STATION RECOVERY (2004)
 GV1329
 GV1329'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3643 ***********************************************************************
 HV3643  DESIGNATION -  567.2 USGS
 HV3643  PID         -  HV3643
 HV3643  STATE/COUNTY-  VA/FAUQUIER
 HV3643  USGS QUAD   -  ORLEAN (1983)
 HV3643
 HV3643                         *CURRENT SURVEY CONTROL
 HV3643  ___________________________________________________________________
 HV3643* NAD 83(1986)-  38 46 20.     (N)    077 58 49.     (W)     SCALED    
 HV3643* NAVD 88     -       172.710  (meters)     566.63   (feet)  ADJUSTED  
 HV3643  ___________________________________________________________________
 HV3643  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HV3643  DYNAMIC HT  -         172.601 (meters)     566.28  (feet)  COMP
 HV3643  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 HV3643
 HV3643  VERT ORDER  -  SECOND    CLASS 0
 HV3643
 HV3643.The horizontal coordinates were scaled from a topographic map and have
 HV3643.an estimated accuracy of +/- 6 seconds.
 HV3643
 HV3643.The orthometric height was determined by differential leveling
 HV3643.and adjusted by the National Geodetic Survey in June 1991..
 HV3643
 HV3643.The geoid height was determined by GEOID03.
 HV3643
 HV3643.The dynamic height is computed by dividing the NAVD 88
 HV3643.geopotential number by the normal gravity value computed on the
 HV3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3643.degrees latitude (g = 980.6199 gals.).
 HV3643
 HV3643.The modeled gravity was interpolated from observed gravity values.
 HV3643
 HV3643;                    North         East    Units  Estimated Accuracy
 HV3643;SPC VA N     - 2,122,840.    3,545,160.      MT  (+/- 180 meters Scaled)
 HV3643
 HV3643                          SUPERSEDED SURVEY CONTROL
 HV3643
 HV3643  NGVD 29 (??/??/??)  172.918  (m)          567.32   (f) ADJUSTED    2 0
 HV3643
 HV3643.Superseded values are not recommended for survey control.
 HV3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3643.See file dsdata.txt to determine how the superseded data were derived.
 HV3643
 HV3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH410957(NAD 83)
 HV3643_MARKER: N = NAIL
 HV3643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3643_SP_SET: TREE ROOT
 HV3643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3643
 HV3643  HISTORY     - Date     Condition        Report By
 HV3643  HISTORY     - UNK      MONUMENTED       USGS
 HV3643  HISTORY     - 1941     GOOD             CGS
 HV3643
 HV3643                          STATION DESCRIPTION
 HV3643
 HV3643'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3643'1.6 MI N FROM ORLEAN.
 HV3643'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 688 FROM THE POST
 HV3643'OFFICE AT ORLEAN, FAUQUIER COUNTY, ABOUT 0.5 MILE NORTH OF A
 HV3643'STEEL BRIDGE, ON THE SUMMIT OF A HILL, JUST SOUTH OF THE
 HV3643'CROSSING OF THE OLD AND NEW HIGHWAYS, EAST OF THE NEW HIGHWAY, 5
 HV3643'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND IN THE WEST ROOT OF AN
 HV3643'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HV3643'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2056 ***********************************************************************
 GV2056  DESIGNATION -  568 C OF R
 GV2056  PID         -  GV2056
 GV2056  STATE/COUNTY-  VA/C OF RICHMOND
 GV2056  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2056
 GV2056                         *CURRENT SURVEY CONTROL
 GV2056  ___________________________________________________________________
 GV2056* NAD 83(1986)-  37 29 16.     (N)    077 28 29.     (W)     SCALED    
 GV2056* NAVD 88     -        59.917  (meters)     196.58   (feet)  ADJUSTED  
 GV2056  ___________________________________________________________________
 GV2056  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2056  DYNAMIC HT  -          59.875 (meters)     196.44  (feet)  COMP
 GV2056  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 GV2056
 GV2056  VERT ORDER  -  SECOND    CLASS 0
 GV2056
 GV2056.The horizontal coordinates were scaled from a topographic map and have
 GV2056.an estimated accuracy of +/- 6 seconds.
 GV2056
 GV2056.The orthometric height was determined by differential leveling
 GV2056.and adjusted by the National Geodetic Survey in June 1991..
 GV2056
 GV2056.The geoid height was determined by GEOID03.
 GV2056
 GV2056.The dynamic height is computed by dividing the NAVD 88
 GV2056.geopotential number by the normal gravity value computed on the
 GV2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2056.degrees latitude (g = 980.6199 gals.).
 GV2056
 GV2056.The modeled gravity was interpolated from observed gravity values.
 GV2056
 GV2056;                    North         East    Units  Estimated Accuracy
 GV2056;SPC VA S     - 1,128,610.    3,590,670.      MT  (+/- 180 meters Scaled)
 GV2056
 GV2056                          SUPERSEDED SURVEY CONTROL
 GV2056
 GV2056  NGVD 29 (??/??/??)   60.228  (m)          197.60   (f) ADJUSTED    2 0
 GV2056
 GV2056.Superseded values are not recommended for survey control.
 GV2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2056.See file dsdata.txt to determine how the superseded data were derived.
 GV2056
 GV2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG812518(NAD 83)
 GV2056_MARKER: DD = SURVEY DISK
 GV2056_SETTING: 0 = UNSPECIFIED SETTING
 GV2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2056
 GV2056  HISTORY     - Date     Condition        Report By
 GV2056  HISTORY     - UNK      MONUMENTED       VA2060
 GV2056  HISTORY     - 1973     GOOD             NGS
 GV2056  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV2056  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2056  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2056
 GV2056                          STATION DESCRIPTION
 GV2056
 GV2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2056'AT RICHMOND.
 GV2056'23 FEET SOUTHWEST OF THE CENTERLINE OF CRANFORD AVENUE, 43 FEET
 GV2056'NORTHWEST OF THE CENTERLINE OF BROAD ROCK BOULEVARD, 4 FEET
 GV2056'NORTH OF VEPCO POLE NO. OG71, 19 FEET NORTHEAST OF THE NORTH
 GV2056'SIDE OF HOUSE NO. 2100 BROAD ROCK BOULEVARD, 37 FEET SOUTHEAST
 GV2056'OF THE EAST SIDE OF HOUSE NO. 2100 BROAD ROCK BOULEVARD.
 GV2056'A STANDARD C OF R DISK.
 GV2056
 GV2056                          STATION RECOVERY (1995)
 GV2056
 GV2056'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2056'MARK NOT FOUND.
 GV2056
 GV2056                          STATION RECOVERY (1999)
 GV2056
 GV2056'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2056'MARK NOT FOUND.
 GV2056
 GV2056                          STATION RECOVERY (2004)
 GV2056
 GV2056'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2060 ***********************************************************************
 GV2060  DESIGNATION -  569 C OF R
 GV2060  PID         -  GV2060
 GV2060  STATE/COUNTY-  VA/C OF RICHMOND
 GV2060  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2060
 GV2060                         *CURRENT SURVEY CONTROL
 GV2060  ___________________________________________________________________
 GV2060* NAD 83(1986)-  37 28 38.     (N)    077 28 53.     (W)     SCALED    
 GV2060* NAVD 88     -        62.542  (meters)     205.19   (feet)  ADJUSTED  
 GV2060  ___________________________________________________________________
 GV2060  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2060  DYNAMIC HT  -          62.499 (meters)     205.05  (feet)  COMP
 GV2060  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 GV2060
 GV2060  VERT ORDER  -  SECOND    CLASS 0
 GV2060
 GV2060.The horizontal coordinates were scaled from a topographic map and have
 GV2060.an estimated accuracy of +/- 6 seconds.
 GV2060
 GV2060.The orthometric height was determined by differential leveling
 GV2060.and adjusted by the National Geodetic Survey in June 1991..
 GV2060
 GV2060.The geoid height was determined by GEOID03.
 GV2060
 GV2060.The dynamic height is computed by dividing the NAVD 88
 GV2060.geopotential number by the normal gravity value computed on the
 GV2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2060.degrees latitude (g = 980.6199 gals.).
 GV2060
 GV2060.The modeled gravity was interpolated from observed gravity values.
 GV2060
 GV2060;                    North         East    Units  Estimated Accuracy
 GV2060;SPC VA S     - 1,127,430.    3,590,090.      MT  (+/- 180 meters Scaled)
 GV2060
 GV2060                          SUPERSEDED SURVEY CONTROL
 GV2060
 GV2060  NGVD 29 (??/??/??)   62.854  (m)          206.21   (f) ADJUSTED    2 0
 GV2060
 GV2060.Superseded values are not recommended for survey control.
 GV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2060.See file dsdata.txt to determine how the superseded data were derived.
 GV2060
 GV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG805507(NAD 83)
 GV2060_MARKER: DD = SURVEY DISK
 GV2060_SETTING: 0 = UNSPECIFIED SETTING
 GV2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2060
 GV2060  HISTORY     - Date     Condition        Report By
 GV2060  HISTORY     - UNK      MONUMENTED       VA2060
 GV2060  HISTORY     - 1972     GOOD             NGS
 GV2060  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV2060  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2060  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2060
 GV2060                          STATION DESCRIPTION
 GV2060
 GV2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2060'AT RICHMOND.
 GV2060'14.5 FEET SOUTHWEST OF THE CENTERLINE OF BURTWOOD LANE, 39
 GV2060'FEET NORTHWEST OF THE CENTERLINE OF BROAD ROCK BOULEVARD, 6 FEET
 GV2060'SOUTHEAST OF VEPCO POLE NO. KN75, 75 FEET WEST OF VEPCO POLE NO.
 GV2060'LO10, 47.5 FEET SOUTHEAST OF A 1.8 FEET OAK.
 GV2060'A STANDARD C OF R DISK.
 GV2060
 GV2060                          STATION RECOVERY (1995)
 GV2060
 GV2060'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2060'MARK NOT FOUND.
 GV2060
 GV2060                          STATION RECOVERY (1999)
 GV2060
 GV2060'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2060'MARK NOT FOUND.
 GV2060
 GV2060                          STATION RECOVERY (2003)
 GV2060
 GV2060'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0574 ***********************************************************************
 HW0574  DESIGNATION -  569.4
 HW0574  PID         -  HW0574
 HW0574  STATE/COUNTY-  VA/GREENE
 HW0574  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0574
 HW0574                         *CURRENT SURVEY CONTROL
 HW0574  ___________________________________________________________________
 HW0574* NAD 83(1986)-  38 14 32.     (N)    078 20 04.     (W)     SCALED    
 HW0574* NAVD 88     -       173.274  (meters)     568.48   (feet)  ADJUSTED  
 HW0574  ___________________________________________________________________
 HW0574  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0574  DYNAMIC HT  -         173.156 (meters)     568.10  (feet)  COMP
 HW0574  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HW0574
 HW0574  VERT ORDER  -  SECOND    CLASS 0
 HW0574
 HW0574.The horizontal coordinates were scaled from a topographic map and have
 HW0574.an estimated accuracy of +/- 6 seconds.
 HW0574
 HW0574.The orthometric height was determined by differential leveling
 HW0574.and adjusted by the National Geodetic Survey in June 1991..
 HW0574
 HW0574.The geoid height was determined by GEOID03.
 HW0574
 HW0574.The dynamic height is computed by dividing the NAVD 88
 HW0574.geopotential number by the normal gravity value computed on the
 HW0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0574.degrees latitude (g = 980.6199 gals.).
 HW0574
 HW0574.The modeled gravity was interpolated from observed gravity values.
 HW0574
 HW0574;                    North         East    Units  Estimated Accuracy
 HW0574;SPC VA N     - 2,063,900.    3,514,490.      MT  (+/- 180 meters Scaled)
 HW0574
 HW0574                          SUPERSEDED SURVEY CONTROL
 HW0574
 HW0574  NGVD 29 (??/??/92)  173.479  (m)          569.16   (f) ADJ UNCH    2 0
 HW0574
 HW0574.Superseded values are not recommended for survey control.
 HW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0574.See file dsdata.txt to determine how the superseded data were derived.
 HW0574
 HW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC332360(NAD 83)
 HW0574_MARKER: N = NAIL
 HW0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0574_SP_SET: TREE
 HW0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0574
 HW0574  HISTORY     - Date     Condition        Report By
 HW0574  HISTORY     - UNK      MONUMENTED       USGS
 HW0574  HISTORY     - 1935     GOOD             NGS
 HW0574
 HW0574                          STATION DESCRIPTION
 HW0574
 HW0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0574'1.5 MI NE FROM BETHANY CHURCH.
 HW0574'ABOUT 1.5 MILES NORTHEAST ALONG COUNTY ROAD 610 FROM BETHANY
 HW0574'CHURCH, GREENE COUNTY, 40 FEET EAST OF THE CENTER LINE OF THE
 HW0574'ROAD, 15 FEET SOUTHWEST OF A SMALL FARMHOUSE, AND IN THE SOUTHWEST
 HW0574'SIDE OF THE BASE OF A 10-INCH POPLAR TREE.  A UNITED STATES
 HW0574'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5808 ***********************************************************************
 GV5808  DESIGNATION -  57
 GV5808  PID         -  GV5808
 GV5808  STATE/COUNTY-  VA/CHESTERFIELD
 GV5808  USGS QUAD   -  BON AIR (1994)
 GV5808
 GV5808                         *CURRENT SURVEY CONTROL
 GV5808  ___________________________________________________________________
 GV5808* NAD 83(1993)-  37 32 04.80173(N)    077 34 04.27916(W)     ADJUSTED  
 GV5808* NAVD 88     -        94.49   (+/-2cm)     310.0    (feet)  VERTCON   
 GV5808  ___________________________________________________________________
 GV5808  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5808  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV5808
 GV5808  HORZ ORDER  -  SECOND
 GV5808  VERT ORDER  -  THIRD ? (See Below)
 GV5808
 GV5808.The horizontal coordinates were established by classical geodetic methods
 GV5808.and adjusted by the National Geodetic Survey in November 1994..
 GV5808
 GV5808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5808.The vertical order pertains to the NGVD 29 superseded value.
 GV5808
 GV5808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5808
 GV5808.The geoid height was determined by GEOID03.
 GV5808
 GV5808;                    North         East     Units Scale Factor Converg.
 GV5808;SPC VA S     - 1,133,725.377 3,582,381.698   MT  0.99994964   +0 33 56.7
 GV5808;SPC VA S     - 3,719,564.01 11,753,197.29   sFT  0.99994964   +0 33 56.7
 GV5808;UTM  18      - 4,157,286.148   273,112.298   MT  1.00023413   -1 33 54.4
 GV5808
 GV5808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5808!SPC VA S     -   0.99999032  x   0.99994964  =   0.99993996
 GV5808!UTM  18      -   0.99999032  x   1.00023413  =   1.00022445
 GV5808
 GV5808|---------------------------------------------------------------------|
 GV5808| PID    Reference Object                     Distance      Geod. Az  |
 GV5808|                                                           dddmmss.s |
 GV5808| DC5514 57 RM                                16.366 METERS 01512     |
 GV5808| GV5824 58                                  APPROX. 1.0 KM 2524210.8 |
 GV5808|---------------------------------------------------------------------|
 GV5808
 GV5808                          SUPERSEDED SURVEY CONTROL
 GV5808
 GV5808  NAD 83(1986)-  37 32 04.80803(N)    077 34 04.29593(W) AD(       ) 2
 GV5808  NAD 27      -  37 32 04.27702(N)    077 34 05.34122(W) AD(       ) 2
 GV5808  NGVD 29 (07/19/86)   94.80   (m)          311.0    (f) LEVELING    3  
 GV5808
 GV5808.Superseded values are not recommended for survey control.
 GV5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5808.See file dsdata.txt to determine how the superseded data were derived.
 GV5808
 GV5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7311257286(NAD 83)
 GV5808_MARKER: Z = SEE DESCRIPTION
 GV5808_SETTING: 0 = UNSPECIFIED SETTING
 GV5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5808+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV5808
 GV5808  HISTORY     - Date     Condition        Report By
 GV5808  HISTORY     - 1972     MONUMENTED       VA2060
 GV5808  HISTORY     - 19940220 GOOD             USPSQD
 GV5808  HISTORY     - 20000107 GOOD             USPSQD
 GV5808  HISTORY     - 20041023 GOOD             USPSQD
 GV5808
 GV5808                          STATION DESCRIPTION
 GV5808
 GV5808'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5808'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5808'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5808'THENCE SOUTHWEST ON HUGUENOT RD. 0.30 MILE TO POINT NO. 57.
 GV5808'
 GV5808'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5808'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5808'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5808'8 INCHES BELOW GROUND, LOCATED ON SOUTHWEST CORNER OF INTERSECTION
 GV5808'OF HUGUENOT RD. AND JUMMY WINTERS RD.
 GV5808'
 GV5808'50.3 FEET W. OF C/L OF JIMMY WINTERS RD., 5.2 FEET S. OF E.P. OF
 GV5808'HUGUENOT RD., 31.5 FEET N. OF 6 INCH OAK TREE.
 GV5808'
 GV5808'REFERENCE MARK, STANDARD HORIZONTAL CONTROL CITY OF RICHMOND
 GV5808'MONUMENT, PRE-CAST CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO
 GV5808'STAMPING ON MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING,
 GV5808'MONUMENT SET ABOUT 8 INCHES BELOW GROUND, LOCATED IN MEDIAN
 GV5808'STRIP OF HUGUENOT RD.  AT JIMMY WINTERS RD. 82.3 FEET S.W. OF VEPCO
 GV5808'POLE NO. JK22 (C AND P NO. 8106 M), 49.8 FEET S. OF WEST END OF 18
 GV5808'CM PIPE, 2.70 FEET N. OF BACK EDGE OF CURB IN MED. STRIP.
 GV5808'
 GV5808'DISTANCE BETWEEN PT. 57 AND R.M. IS 53.70 FT., 16.366 M.
 GV5808'
 GV5808'NEAREST TOWN RICHMOND.
 GV5808
 GV5808                          STATION RECOVERY (1994)
 GV5808
 GV5808'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5808'RECOVERED IN GOOD CONDITION.
 GV5808
 GV5808                          STATION RECOVERY (2000)
 GV5808
 GV5808'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5808'RECOVERED IN GOOD CONDITION.
 GV5808
 GV5808                          STATION RECOVERY (2004)
 GV5808
 GV5808'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5808'COVER BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2127 ***********************************************************************
 GW2127  DESIGNATION -  57 RHP USGS
 GW2127  PID         -  GW2127
 GW2127  STATE/COUNTY-  VA/BOTETOURT
 GW2127  USGS QUAD   -  SUGARLOAF MTN (1986)
 GW2127
 GW2127                         *CURRENT SURVEY CONTROL
 GW2127  ___________________________________________________________________
 GW2127* NAD 83(1986)-  37 37 30.     (N)    079 44 07.     (W)     SCALED    
 GW2127* NAVD 88     -       319.554  (meters)    1048.40   (feet)  ADJUSTED  
 GW2127  ___________________________________________________________________
 GW2127  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2127  DYNAMIC HT  -         319.299 (meters)    1047.57  (feet)  COMP
 GW2127  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 GW2127
 GW2127  VERT ORDER  -  FIRST     CLASS II
 GW2127
 GW2127.The horizontal coordinates were scaled from a topographic map and have
 GW2127.an estimated accuracy of +/- 6 seconds.
 GW2127
 GW2127.The orthometric height was determined by differential leveling
 GW2127.and adjusted by the National Geodetic Survey in June 1991..
 GW2127
 GW2127.The geoid height was determined by GEOID03.
 GW2127
 GW2127.The dynamic height is computed by dividing the NAVD 88
 GW2127.geopotential number by the normal gravity value computed on the
 GW2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2127.degrees latitude (g = 980.6199 gals.).
 GW2127
 GW2127.The modeled gravity was interpolated from observed gravity values.
 GW2127
 GW2127;                    North         East    Units  Estimated Accuracy
 GW2127;SPC VA S     - 1,144,060.    3,390,960.      MT  (+/- 180 meters Scaled)
 GW2127
 GW2127                          SUPERSEDED SURVEY CONTROL
 GW2127
 GW2127.No superseded survey control is available for this station.
 GW2127
 GW2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB116649(NAD 83)
 GW2127_MARKER: DD = SURVEY DISK
 GW2127_SETTING: 66 = SET IN ROCK OUTCROP
 GW2127_SP_SET: ROCK OUTCROP
 GW2127_STAMPING: 1049 57 RHP 1959
 GW2127_MARK LOGO: USGS  
 GW2127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2127+STABILITY: POSITION/ELEVATION WELL
 GW2127
 GW2127  HISTORY     - Date     Condition        Report By
 GW2127  HISTORY     - 1959     MONUMENTED       USGS
 GW2127  HISTORY     - 1984     GOOD             NGS
 GW2127
 GW2127                          STATION DESCRIPTION
 GW2127
 GW2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2127'7.7 KM (4.95 MI) ESE FROM EAGLE ROCK.
 GW2127'7.7 KM (4.95 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE FIRE
 GW2127'DEPARTMENT IN EAGLE ROCK TO THE MARK ON THE RIGHT, IN A WOODED AREA,
 GW2127'IN TOP OF A 0.91-METER BY 0.91-METER (3-FT BY 3-FT) EXPOSED ROCK
 GW2127'OUTCROP, 0.1 KM (0.05 MI) SOUTH OF SLOANS GROCERY STORE, 25.29 METERS
 GW2127'(83.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FT)
 GW2127'SOUTHWEST OF POWER POLE F155 WITH A TRANSFORMER, 9.14 METERS (30.0 FT)
 GW2127'WEST-NORTHWEST OF A DOUBLE TRUNKED OAK TREE.
 GW2127'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 GW2127'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2846 ***********************************************************************
 HV2846  DESIGNATION -  57 USGS
 HV2846  PID         -  HV2846
 HV2846  STATE/COUNTY-  VA/STAFFORD
 HV2846  USGS QUAD   -  WIDEWATER (1978)
 HV2846
 HV2846                         *CURRENT SURVEY CONTROL
 HV2846  ___________________________________________________________________
 HV2846* NAD 83(1986)-  38 27 51.     (N)    077 19 26.     (W)     SCALED    
 HV2846* NAVD 88     -         3.171  (meters)      10.40   (feet)  ADJUSTED  
 HV2846  ___________________________________________________________________
 HV2846  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV2846  DYNAMIC HT  -           3.169 (meters)      10.40  (feet)  COMP
 HV2846  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 HV2846  OBS GRAVITY -     980,037.3   (mgal)                       GRAV_OBS
 HV2846
 HV2846  VERT ORDER  -  FIRST     CLASS I
 HV2846
 HV2846.The horizontal coordinates were scaled from a topographic map and have
 HV2846.an estimated accuracy of +/- 6 seconds.
 HV2846
 HV2846.The orthometric height was determined by differential leveling
 HV2846.and adjusted by the National Geodetic Survey in June 1991..
 HV2846
 HV2846.The geoid height was determined by GEOID03.
 HV2846
 HV2846.The dynamic height is computed by dividing the NAVD 88
 HV2846.geopotential number by the normal gravity value computed on the
 HV2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2846.degrees latitude (g = 980.6199 gals.).
 HV2846
 HV2846.The modeled gravity was interpolated from observed gravity values.
 HV2846.The observed gravity was obtained from relative gravimeter ties
 HV2846.to the IGSN71 gravity network.
 HV2846
 HV2846;                    North         East    Units  Estimated Accuracy
 HV2846;SPC VA N     - 2,089,180.    3,602,640.      MT  (+/- 180 meters Scaled)
 HV2846
 HV2846                          SUPERSEDED SURVEY CONTROL
 HV2846
 HV2846  NGVD 29 (??/??/??)    3.416  (m)           11.21   (f) ADJUSTED    1 1
 HV2846
 HV2846.Superseded values are not recommended for survey control.
 HV2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2846.See file dsdata.txt to determine how the superseded data were derived.
 HV2846
 HV2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH972598(NAD 83)
 HV2846_MARKER: DD = SURVEY DISK
 HV2846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2846_SP_SET: BRIDGE ABUTMENT
 HV2846_STAMPING: 57 AFK 11 1964
 HV2846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2846
 HV2846  HISTORY     - Date     Condition        Report By
 HV2846  HISTORY     - 1964     MONUMENTED       USGS
 HV2846  HISTORY     - 1971     GOOD             NGS
 HV2846  HISTORY     - 1978     GOOD             DMA
 HV2846
 HV2846                          STATION DESCRIPTION
 HV2846
 HV2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2846'4.4 MI SW FROM QUANTICO.
 HV2846'ABOUT 4.45 MILES SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2846'POTOMAC RAILROAD FROM THE STATION AT QUANTICO, SET IN THE TOP
 HV2846'OF THE SOUTH CORNER OF THE NORTHWEST END OF THE NORTHEAST
 HV2846'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER A CREEK, 7 1/2 FEET
 HV2846'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 HV2846'87.6 FEET WEST AND ACROSS THE TRACKS FROM BENCH MARK M 12, AND
 HV2846'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 HV2846
 HV2846                          STATION RECOVERY (1978)
 HV2846
 HV2846'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2076 ***********************************************************************
 GV2076  DESIGNATION -  570 C OF R
 GV2076  PID         -  GV2076
 GV2076  STATE/COUNTY-  VA/C OF RICHMOND
 GV2076  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2076
 GV2076                         *CURRENT SURVEY CONTROL
 GV2076  ___________________________________________________________________
 GV2076* NAD 83(1986)-  37 28 54.     (N)    077 29 20.     (W)     SCALED    
 GV2076* NAVD 88     -        62.490  (meters)     205.02   (feet)  ADJUSTED  
 GV2076  ___________________________________________________________________
 GV2076  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV2076  DYNAMIC HT  -          62.447 (meters)     204.88  (feet)  COMP
 GV2076  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 GV2076
 GV2076  VERT ORDER  -  SECOND    CLASS 0
 GV2076
 GV2076.The horizontal coordinates were scaled from a topographic map and have
 GV2076.an estimated accuracy of +/- 6 seconds.
 GV2076
 GV2076.The orthometric height was determined by differential leveling
 GV2076.and adjusted by the National Geodetic Survey in June 1991..
 GV2076
 GV2076.The geoid height was determined by GEOID03.
 GV2076
 GV2076.The dynamic height is computed by dividing the NAVD 88
 GV2076.geopotential number by the normal gravity value computed on the
 GV2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2076.degrees latitude (g = 980.6199 gals.).
 GV2076
 GV2076.The modeled gravity was interpolated from observed gravity values.
 GV2076
 GV2076;                    North         East    Units  Estimated Accuracy
 GV2076;SPC VA S     - 1,127,920.    3,589,420.      MT  (+/- 180 meters Scaled)
 GV2076
 GV2076                          SUPERSEDED SURVEY CONTROL
 GV2076
 GV2076  NGVD 29 (??/??/??)   62.802  (m)          206.04   (f) ADJUSTED    2 0
 GV2076
 GV2076.Superseded values are not recommended for survey control.
 GV2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2076.See file dsdata.txt to determine how the superseded data were derived.
 GV2076
 GV2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG799512(NAD 83)
 GV2076_MARKER: DD = SURVEY DISK
 GV2076_SETTING: 0 = UNSPECIFIED SETTING
 GV2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2076+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2076
 GV2076  HISTORY     - Date     Condition        Report By
 GV2076  HISTORY     - UNK      MONUMENTED       VA2060
 GV2076  HISTORY     - 1972     GOOD             NGS
 GV2076  HISTORY     - 1989     GOOD             USPSQD
 GV2076  HISTORY     - 19951120 GOOD             USPSQD
 GV2076  HISTORY     - 19991023 GOOD             USPSQD
 GV2076  HISTORY     - 20031118 GOOD             USPSQD
 GV2076
 GV2076                          STATION DESCRIPTION
 GV2076
 GV2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2076'AT RICHMOND.
 GV2076'AT THE CENTERLINE OF FERNBROOK DRIVE PROJECTED, 20 FEET SOUTHWEST
 GV2076'OF THE CENTERLINE OF TROY ROAD, 44 FEET NORTH OF THE NORTHEAST
 GV2076'CORNER OF A BRICK HOUSE NO. 5249 TROY ROAD, 45 FEET NORTHEAST OF
 GV2076'THE NORTHWEST CORNER OF THE SAME HOUSE.
 GV2076'A STANDARD C OF R DISK.
 GV2076
 GV2076                          STATION RECOVERY (1989)
 GV2076
 GV2076'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2076'RECOVERED IN GOOD CONDITION.
 GV2076
 GV2076                          STATION RECOVERY (1995)
 GV2076
 GV2076'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2076'RECOVERED IN GOOD CONDITION.
 GV2076
 GV2076                          STATION RECOVERY (1999)
 GV2076
 GV2076'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2076'RECOVERED IN GOOD CONDITION.
 GV2076
 GV2076                          STATION RECOVERY (2003)
 GV2076
 GV2076'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2029 ***********************************************************************
 GV2029  DESIGNATION -  571 C OF R
 GV2029  PID         -  GV2029
 GV2029  STATE/COUNTY-  VA/C OF RICHMOND
 GV2029  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2029
 GV2029                         *CURRENT SURVEY CONTROL
 GV2029  ___________________________________________________________________
 GV2029* NAD 83(1986)-  37 27 53.     (N)    077 27 38.     (W)     SCALED    
 GV2029* NAVD 88     -        40.300  (meters)     132.22   (feet)  ADJUSTED  
 GV2029  ___________________________________________________________________
 GV2029  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GV2029  DYNAMIC HT  -          40.272 (meters)     132.13  (feet)  COMP
 GV2029  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 GV2029
 GV2029  VERT ORDER  -  SECOND    CLASS 0
 GV2029
 GV2029.The horizontal coordinates were scaled from a topographic map and have
 GV2029.an estimated accuracy of +/- 6 seconds.
 GV2029
 GV2029.The orthometric height was determined by differential leveling
 GV2029.and adjusted by the National Geodetic Survey in June 1991..
 GV2029
 GV2029.The geoid height was determined by GEOID03.
 GV2029
 GV2029.The dynamic height is computed by dividing the NAVD 88
 GV2029.geopotential number by the normal gravity value computed on the
 GV2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2029.degrees latitude (g = 980.6199 gals.).
 GV2029
 GV2029.The modeled gravity was interpolated from observed gravity values.
 GV2029
 GV2029;                    North         East    Units  Estimated Accuracy
 GV2029;SPC VA S     - 1,126,060.    3,591,950.      MT  (+/- 180 meters Scaled)
 GV2029
 GV2029                          SUPERSEDED SURVEY CONTROL
 GV2029
 GV2029  NGVD 29 (??/??/??)   40.612  (m)          133.24   (f) ADJUSTED    2 0
 GV2029
 GV2029.Superseded values are not recommended for survey control.
 GV2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2029.See file dsdata.txt to determine how the superseded data were derived.
 GV2029
 GV2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG823492(NAD 83)
 GV2029_MARKER: DD = SURVEY DISK
 GV2029_SETTING: 0 = UNSPECIFIED SETTING
 GV2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2029+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2029
 GV2029  HISTORY     - Date     Condition        Report By
 GV2029  HISTORY     - UNK      MONUMENTED       VA2060
 GV2029  HISTORY     - 1972     GOOD             NGS
 GV2029  HISTORY     - 1989     GOOD             USPSQD
 GV2029  HISTORY     - 1991     GOOD             USPSQD
 GV2029  HISTORY     - 19951221 GOOD             USPSQD
 GV2029  HISTORY     - 19991023 GOOD             USPSQD
 GV2029  HISTORY     - 20031103 GOOD             USPSQD
 GV2029
 GV2029                          STATION DESCRIPTION
 GV2029
 GV2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2029'AT RICHMOND.
 GV2029'42 FEET SOUTHEAST OF THE CENTERLINE OF ANGUS ROAD, 27.5 FEET
 GV2029'NORTHEAST OF THE CENTERLINE OF WALMSLEY BOULEVARD, 93.5 FEET
 GV2029'WEST OF VEPCO POLE NO. 74756, 33 FEET SOUTHEAST OF A FIRE HYDRANT
 GV2029'EAST OF ANGUS ROAD, 3 FEET WEST OF THE WEST SIDE OF A FRAME HOUSE
 GV2029'NO. 3328 WALMSLEY BOULEVARD.
 GV2029'A STANDARD C OF R DISK.
 GV2029
 GV2029                          STATION RECOVERY (1989)
 GV2029
 GV2029'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2029'RECOVERED IN GOOD CONDITION.
 GV2029
 GV2029                          STATION RECOVERY (1991)
 GV2029
 GV2029'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2029'RECOVERED IN GOOD CONDITION.
 GV2029
 GV2029                          STATION RECOVERY (1995)
 GV2029
 GV2029'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2029'RECOVERED IN GOOD CONDITION.
 GV2029
 GV2029                          STATION RECOVERY (1999)
 GV2029
 GV2029'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2029'RECOVERED IN GOOD CONDITION.
 GV2029
 GV2029                          STATION RECOVERY (2003)
 GV2029
 GV2029'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3048 ***********************************************************************
 JV3048  DESIGNATION -  571 USGS
 JV3048  PID         -  JV3048
 JV3048  STATE/COUNTY-  VA/CLARKE
 JV3048  USGS QUAD   -  BERRYVILLE (1981)
 JV3048
 JV3048                         *CURRENT SURVEY CONTROL
 JV3048  ___________________________________________________________________
 JV3048* NAD 83(1986)-  39 08 52.     (N)    077 58 30.     (W)     SCALED    
 JV3048* NAVD 88     -       173.937  (meters)     570.66   (feet)  ADJUSTED  
 JV3048  ___________________________________________________________________
 JV3048  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JV3048  DYNAMIC HT  -         173.828 (meters)     570.30  (feet)  COMP
 JV3048  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JV3048
 JV3048  VERT ORDER  -  SECOND    CLASS 0
 JV3048
 JV3048.The horizontal coordinates were scaled from a topographic map and have
 JV3048.an estimated accuracy of +/- 6 seconds.
 JV3048
 JV3048.The orthometric height was determined by differential leveling
 JV3048.and adjusted by the National Geodetic Survey in June 1991..
 JV3048
 JV3048.The geoid height was determined by GEOID03.
 JV3048
 JV3048.The dynamic height is computed by dividing the NAVD 88
 JV3048.geopotential number by the normal gravity value computed on the
 JV3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3048.degrees latitude (g = 980.6199 gals.).
 JV3048
 JV3048.The modeled gravity was interpolated from observed gravity values.
 JV3048
 JV3048;                    North         East    Units  Estimated Accuracy
 JV3048;SPC VA N     - 2,164,540.    3,545,380.      MT  (+/- 180 meters Scaled)
 JV3048
 JV3048                          SUPERSEDED SURVEY CONTROL
 JV3048
 JV3048  NGVD 29 (??/??/??)  174.144  (m)          571.34   (f) ADJUSTED    2 0
 JV3048
 JV3048.Superseded values are not recommended for survey control.
 JV3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3048.See file dsdata.txt to determine how the superseded data were derived.
 JV3048
 JV3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ429373(NAD 83)
 JV3048_MARKER: Q = CHISELED SQUARE
 JV3048_SETTING: 66 = SET IN ROCK OUTCROP
 JV3048_SP_SET: ROCK OUTCROP
 JV3048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3048+STABILITY: POSITION/ELEVATION WELL
 JV3048
 JV3048  HISTORY     - Date     Condition        Report By
 JV3048  HISTORY     - UNK      MONUMENTED       USGS
 JV3048  HISTORY     - 1935     GOOD             CGS
 JV3048  HISTORY     - 1964     POOR             CGS
 JV3048  HISTORY     - 1976     POOR             NGS
 JV3048
 JV3048                          STATION DESCRIPTION
 JV3048
 JV3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3048'AT BERRYVILLE.
 JV3048'AT BERRYVILLE, CLARKE COUNTY, ON STATE HIGHWAY 7, ABOUT 80 FEET
 JV3048'EAST OF BENCH MARK N 33, DESCRIBED BELOW, 20 FEET NORTH OF THE
 JV3048'CENTER LINE OF THE HIGHWAY, AND ON THE TOP OF A ROCK OUTCROP.  A
 JV3048'CHISELED SQUARE.
 JV3048
 JV3048                          STATION RECOVERY (1964)
 JV3048
 JV3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3048'MARK RECOVERED IN POOR CONDITION.
 JV3048
 JV3048                          STATION RECOVERY (1976)
 JV3048
 JV3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JV3048'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0569 ***********************************************************************
 GW0569  DESIGNATION -  572
 GW0569  PID         -  GW0569
 GW0569  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0569  USGS QUAD   -  PROSPECT (1979)
 GW0569
 GW0569                         *CURRENT SURVEY CONTROL
 GW0569  ___________________________________________________________________
 GW0569* NAD 83(1986)-  37 18 18.     (N)    078 31 41.     (W)     SCALED    
 GW0569* NAVD 88     -       174.211  (meters)     571.56   (feet)  ADJUSTED  
 GW0569  ___________________________________________________________________
 GW0569  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GW0569  DYNAMIC HT  -         174.087 (meters)     571.15  (feet)  COMP
 GW0569  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 GW0569
 GW0569  VERT ORDER  -  SECOND    CLASS 0
 GW0569
 GW0569.The horizontal coordinates were scaled from a topographic map and have
 GW0569.an estimated accuracy of +/- 6 seconds.
 GW0569
 GW0569.The orthometric height was determined by differential leveling
 GW0569.and adjusted by the National Geodetic Survey in June 1991..
 GW0569
 GW0569.The geoid height was determined by GEOID03.
 GW0569
 GW0569.The dynamic height is computed by dividing the NAVD 88
 GW0569.geopotential number by the normal gravity value computed on the
 GW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0569.degrees latitude (g = 980.6199 gals.).
 GW0569
 GW0569.The modeled gravity was interpolated from observed gravity values.
 GW0569
 GW0569;                    North         East    Units  Estimated Accuracy
 GW0569;SPC VA S     - 1,107,830.    3,497,510.      MT  (+/- 180 meters Scaled)
 GW0569
 GW0569                          SUPERSEDED SURVEY CONTROL
 GW0569
 GW0569  NGVD 29 (??/??/92)  174.475  (m)          572.42   (f) ADJ UNCH    2 0
 GW0569
 GW0569.Superseded values are not recommended for survey control.
 GW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0569.See file dsdata.txt to determine how the superseded data were derived.
 GW0569
 GW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB190315(NAD 83)
 GW0569_MARKER: DD = SURVEY DISK
 GW0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0569_STAMPING: 572 34 JWM 1957
 GW0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0569+STABILITY: SURFACE MOTION
 GW0569
 GW0569  HISTORY     - Date     Condition        Report By
 GW0569  HISTORY     - 1957     MONUMENTED       USGS
 GW0569  HISTORY     - 1965     GOOD             NGS
 GW0569  HISTORY     - 20010301 MARK NOT FOUND   USPSQD
 GW0569
 GW0569                          STATION DESCRIPTION
 GW0569
 GW0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0569'1.9 MI E FROM PROSPECT.
 GW0569'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 GW0569'U.S. HIGHWAY 460 AND COUNTY ROAD 626 IN PROSPECT TO THE MARK SET
 GW0569'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES, 136.0 FEET
 GW0569'NORTH OF CENTERLINE OF HIGHWAY, 66.0 FEET EAST OF THE APPROXIMATE
 GW0569'CENTER OF COUNTY ROAD 608, 3.4 FEET SOUTHWEST OF SOUTHEAST CORNER
 GW0569'OF A CHURCH AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GW0569
 GW0569                          STATION RECOVERY (2001)
 GW0569
 GW0569'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0569'CHURCH WAS REBUILT IN 1971. MARK WAS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2031 ***********************************************************************
 GV2031  DESIGNATION -  572 C OF R
 GV2031  PID         -  GV2031
 GV2031  STATE/COUNTY-  VA/C OF RICHMOND
 GV2031  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2031
 GV2031                         *CURRENT SURVEY CONTROL
 GV2031  ___________________________________________________________________
 GV2031* NAD 83(1986)-  37 28 09.     (N)    077 28 11.     (W)     SCALED    
 GV2031* NAVD 88     -        48.008  (meters)     157.51   (feet)  ADJUSTED  
 GV2031  ___________________________________________________________________
 GV2031  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2031  DYNAMIC HT  -          47.974 (meters)     157.39  (feet)  COMP
 GV2031  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 GV2031
 GV2031  VERT ORDER  -  SECOND    CLASS 0
 GV2031
 GV2031.The horizontal coordinates were scaled from a topographic map and have
 GV2031.an estimated accuracy of +/- 6 seconds.
 GV2031
 GV2031.The orthometric height was determined by differential leveling
 GV2031.and adjusted by the National Geodetic Survey in June 1991..
 GV2031
 GV2031.The geoid height was determined by GEOID03.
 GV2031
 GV2031.The dynamic height is computed by dividing the NAVD 88
 GV2031.geopotential number by the normal gravity value computed on the
 GV2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2031.degrees latitude (g = 980.6199 gals.).
 GV2031
 GV2031.The modeled gravity was interpolated from observed gravity values.
 GV2031
 GV2031;                    North         East    Units  Estimated Accuracy
 GV2031;SPC VA S     - 1,126,550.    3,591,130.      MT  (+/- 180 meters Scaled)
 GV2031
 GV2031                          SUPERSEDED SURVEY CONTROL
 GV2031
 GV2031  NGVD 29 (??/??/??)   48.319  (m)          158.53   (f) ADJUSTED    2 0
 GV2031
 GV2031.Superseded values are not recommended for survey control.
 GV2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2031.See file dsdata.txt to determine how the superseded data were derived.
 GV2031
 GV2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG815497(NAD 83)
 GV2031_MARKER: DD = SURVEY DISK
 GV2031_SETTING: 0 = UNSPECIFIED SETTING
 GV2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2031
 GV2031  HISTORY     - Date     Condition        Report By
 GV2031  HISTORY     - UNK      MONUMENTED       VA2060
 GV2031  HISTORY     - 1972     GOOD             NGS
 GV2031  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2031  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2031  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2031  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2031
 GV2031                          STATION DESCRIPTION
 GV2031
 GV2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2031'AT RICHMOND.
 GV2031'AT THE CENTERLINE OF HOPKINS ROAD PROJECTING, 23 FEET SOUTHWEST OF
 GV2031'THE CENTERLINE OF WALMSLEY BOULEVARD, 14 FEET NORTHWEST OF VEPCO
 GV2031'POLE NO. RH95, 18 FEET NORTHEAST OF A 2.3 FEET PINE, 49.5 FEET
 GV2031'NORTHEAST OF 1.6 FEET PINE.
 GV2031'A STANDARD C OF R DISK.
 GV2031
 GV2031                          STATION RECOVERY (1989)
 GV2031
 GV2031'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2031'MARK NOT FOUND.
 GV2031
 GV2031                          STATION RECOVERY (1991)
 GV2031
 GV2031'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2031'MARK NOT FOUND.
 GV2031
 GV2031                          STATION RECOVERY (1995)
 GV2031
 GV2031'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2031'MARK NOT FOUND.
 GV2031
 GV2031                          STATION RECOVERY (2004)
 GV2031
 GV2031'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2037 ***********************************************************************
 GV2037  DESIGNATION -  573 C OF R
 GV2037  PID         -  GV2037
 GV2037  STATE/COUNTY-  VA/C OF RICHMOND
 GV2037  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2037
 GV2037                         *CURRENT SURVEY CONTROL
 GV2037  ___________________________________________________________________
 GV2037* NAD 83(1986)-  37 28 36.     (N)    077 28 06.     (W)     SCALED    
 GV2037* NAVD 88     -        48.213  (meters)     158.18   (feet)  ADJUSTED  
 GV2037  ___________________________________________________________________
 GV2037  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2037  DYNAMIC HT  -          48.179 (meters)     158.07  (feet)  COMP
 GV2037  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 GV2037
 GV2037  VERT ORDER  -  SECOND    CLASS 0
 GV2037
 GV2037.The horizontal coordinates were scaled from a topographic map and have
 GV2037.an estimated accuracy of +/- 6 seconds.
 GV2037
 GV2037.The orthometric height was determined by differential leveling
 GV2037.and adjusted by the National Geodetic Survey in June 1991..
 GV2037
 GV2037.The geoid height was determined by GEOID03.
 GV2037
 GV2037.The dynamic height is computed by dividing the NAVD 88
 GV2037.geopotential number by the normal gravity value computed on the
 GV2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2037.degrees latitude (g = 980.6199 gals.).
 GV2037
 GV2037.The modeled gravity was interpolated from observed gravity values.
 GV2037
 GV2037;                    North         East    Units  Estimated Accuracy
 GV2037;SPC VA S     - 1,127,380.    3,591,250.      MT  (+/- 180 meters Scaled)
 GV2037
 GV2037                          SUPERSEDED SURVEY CONTROL
 GV2037
 GV2037  NGVD 29 (??/??/??)   48.525  (m)          159.20   (f) ADJUSTED    2 0
 GV2037
 GV2037.Superseded values are not recommended for survey control.
 GV2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2037.See file dsdata.txt to determine how the superseded data were derived.
 GV2037
 GV2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG817506(NAD 83)
 GV2037_MARKER: DD = SURVEY DISK
 GV2037_SETTING: 0 = UNSPECIFIED SETTING
 GV2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2037
 GV2037  HISTORY     - Date     Condition        Report By
 GV2037  HISTORY     - UNK      MONUMENTED       VA2060
 GV2037  HISTORY     - 1972     GOOD             NGS
 GV2037  HISTORY     - 1989     GOOD             USPSQD
 GV2037  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 GV2037  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2037  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2037
 GV2037                          STATION DESCRIPTION
 GV2037
 GV2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2037'AT RICHMOND.
 GV2037'5 FEET SOUTH OF THE CURB ON THE SOUTH LINE OF OLD POST ROAD, 29.5
 GV2037'FEET EAST OF THE CURB LINE OF HOPKINS ROAD, 22 FEET SOUTH OF A
 GV2037'SEWER MANHOLE, 61 FEET NORTHWEST OF THE NORTH CORNER OF A BRICK
 GV2037'HOUSE NO. 3111 HOPKINS ROAD, 66.5 FEET NORTHWEST OF THE WEST
 GV2037'CORNER OF THE SAME HOUSE.
 GV2037'A STANDARD C OF R DISK.
 GV2037
 GV2037                          STATION RECOVERY (1989)
 GV2037
 GV2037'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2037'RECOVERED IN GOOD CONDITION.
 GV2037
 GV2037                          STATION RECOVERY (1995)
 GV2037
 GV2037'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2037'MARK NOT FOUND.
 GV2037
 GV2037                          STATION RECOVERY (1999)
 GV2037
 GV2037'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2037'MARK NOT FOUND.
 GV2037
 GV2037                          STATION RECOVERY (2003)
 GV2037
 GV2037'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0181 ***********************************************************************
 HW0181  DESIGNATION -  573.08 USGS
 HW0181  PID         -  HW0181
 HW0181  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0181  USGS QUAD   -  MASSIES CORNER (1994)
 HW0181
 HW0181                         *CURRENT SURVEY CONTROL
 HW0181  ___________________________________________________________________
 HW0181* NAD 83(1986)-  38 43 05.     (N)    078 03 55.     (W)     SCALED    
 HW0181* NAVD 88     -       174.447  (meters)     572.33   (feet)  ADJUSTED  
 HW0181  ___________________________________________________________________
 HW0181  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HW0181  DYNAMIC HT  -         174.336 (meters)     571.97  (feet)  COMP
 HW0181  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HW0181
 HW0181  VERT ORDER  -  SECOND    CLASS 0
 HW0181
 HW0181.The horizontal coordinates were scaled from a topographic map and have
 HW0181.an estimated accuracy of +/- 6 seconds.
 HW0181
 HW0181.The orthometric height was determined by differential leveling
 HW0181.and adjusted by the National Geodetic Survey in June 1991..
 HW0181
 HW0181.The geoid height was determined by GEOID03.
 HW0181
 HW0181.The dynamic height is computed by dividing the NAVD 88
 HW0181.geopotential number by the normal gravity value computed on the
 HW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0181.degrees latitude (g = 980.6199 gals.).
 HW0181
 HW0181.The modeled gravity was interpolated from observed gravity values.
 HW0181
 HW0181;                    North         East    Units  Estimated Accuracy
 HW0181;SPC VA N     - 2,116,790.    3,537,810.      MT  (+/- 180 meters Scaled)
 HW0181
 HW0181                          SUPERSEDED SURVEY CONTROL
 HW0181
 HW0181  NGVD 29 (??/??/92)  174.646  (m)          572.98   (f) ADJ UNCH    2 0
 HW0181
 HW0181.Superseded values are not recommended for survey control.
 HW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0181.See file dsdata.txt to determine how the superseded data were derived.
 HW0181
 HW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC551895(NAD 83)
 HW0181_MARKER: Q = CHISELED SQUARE
 HW0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0181_SP_SET: BRIDGE
 HW0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0181
 HW0181  HISTORY     - Date     Condition        Report By
 HW0181  HISTORY     - UNK      MONUMENTED       USGS
 HW0181  HISTORY     - 1941     GOOD             NGS
 HW0181  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0181
 HW0181                          STATION DESCRIPTION
 HW0181
 HW0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0181'3 MI E FROM MASSIES CORNER.
 HW0181'ABOUT 3 MILES EAST ALONG U.S. HIGHWAY 211 FROM MASSIES CORNER,
 HW0181'RAPPAHANNOCK COUNTY, AT BEN VENUE, ABOUT 0.1 MILE SOUTHEAST OF
 HW0181'THE JUNCTION OF STATE HIGHWAY 242, AND ON THE TOP OF THE EAST
 HW0181'ABUTMENT OF A CONCRETE BRIDGE.  A CHISELED SQUARE.
 HW0181
 HW0181                          STATION RECOVERY (1983)
 HW0181
 HW0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0181'NOT RECOVERED, A SEARCH FAILED TO RECOVER ANY INDICATION OF A CHISELED
 HW0181'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2034 ***********************************************************************
 GV2034  DESIGNATION -  574 C OF R
 GV2034  PID         -  GV2034
 GV2034  STATE/COUNTY-  VA/C OF RICHMOND
 GV2034  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2034
 GV2034                         *CURRENT SURVEY CONTROL
 GV2034  ___________________________________________________________________
 GV2034* NAD 83(1986)-  37 28 22.     (N)    077 28 38.     (W)     SCALED    
 GV2034* NAVD 88     -        60.708  (meters)     199.17   (feet)  ADJUSTED  
 GV2034  ___________________________________________________________________
 GV2034  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2034  DYNAMIC HT  -          60.666 (meters)     199.03  (feet)  COMP
 GV2034  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 GV2034
 GV2034  VERT ORDER  -  SECOND    CLASS 0
 GV2034
 GV2034.The horizontal coordinates were scaled from a topographic map and have
 GV2034.an estimated accuracy of +/- 6 seconds.
 GV2034
 GV2034.The orthometric height was determined by differential leveling
 GV2034.and adjusted by the National Geodetic Survey in June 1991..
 GV2034
 GV2034.The geoid height was determined by GEOID03.
 GV2034
 GV2034.The dynamic height is computed by dividing the NAVD 88
 GV2034.geopotential number by the normal gravity value computed on the
 GV2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2034.degrees latitude (g = 980.6199 gals.).
 GV2034
 GV2034.The modeled gravity was interpolated from observed gravity values.
 GV2034
 GV2034;                    North         East    Units  Estimated Accuracy
 GV2034;SPC VA S     - 1,126,940.    3,590,470.      MT  (+/- 180 meters Scaled)
 GV2034
 GV2034                          SUPERSEDED SURVEY CONTROL
 GV2034
 GV2034  NGVD 29 (??/??/??)   61.019  (m)          200.19   (f) ADJUSTED    2 0
 GV2034
 GV2034.Superseded values are not recommended for survey control.
 GV2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2034.See file dsdata.txt to determine how the superseded data were derived.
 GV2034
 GV2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG809502(NAD 83)
 GV2034_MARKER: DD = SURVEY DISK
 GV2034_SETTING: 0 = UNSPECIFIED SETTING
 GV2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2034+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2034
 GV2034  HISTORY     - Date     Condition        Report By
 GV2034  HISTORY     - UNK      MONUMENTED       VA2060
 GV2034  HISTORY     - 1972     GOOD             NGS
 GV2034  HISTORY     - 1989     GOOD             USPSQD
 GV2034  HISTORY     - 19951018 GOOD             USPSQD
 GV2034  HISTORY     - 19991023 GOOD             USPSQD
 GV2034  HISTORY     - 20031103 GOOD             USPSQD
 GV2034
 GV2034                          STATION DESCRIPTION
 GV2034
 GV2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2034'AT RICHMOND.
 GV2034'25 FEET WEST OF THE CENTERLINE OF CHESCO ROAD, 21.5 FEET NORTH
 GV2034'OF THE CENTERLINE OF EPPERSON AVENUE, 68.5 FEET SOUTHEAST OF THE
 GV2034'SOUTHWEST CORNER OF A ONE-STORY FRAME HOUSE NO. 3126 CHESCO
 GV2034'ROAD, 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAME
 GV2034'HOUSE, 41 FEET SOUTHWEST OF A SEWER MANHOLE.
 GV2034'A STANDARD C OF R DISK.
 GV2034
 GV2034                          STATION RECOVERY (1989)
 GV2034
 GV2034'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2034'RECOVERED IN GOOD CONDITION.
 GV2034
 GV2034                          STATION RECOVERY (1995)
 GV2034
 GV2034'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2034'RECOVERED IN GOOD CONDITION.
 GV2034
 GV2034                          STATION RECOVERY (1999)
 GV2034
 GV2034'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2034'RECOVERED IN GOOD CONDITION.
 GV2034
 GV2034                          STATION RECOVERY (2003)
 GV2034
 GV2034'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2072 ***********************************************************************
 GV2072  DESIGNATION -  575 C OF R
 GV2072  PID         -  GV2072
 GV2072  STATE/COUNTY-  VA/C OF RICHMOND
 GV2072  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2072
 GV2072                         *CURRENT SURVEY CONTROL
 GV2072  ___________________________________________________________________
 GV2072* NAD 83(1986)-  37 28 21.     (N)    077 29 44.     (W)     SCALED    
 GV2072* NAVD 88     -        67.006  (meters)     219.84   (feet)  ADJUSTED  
 GV2072  ___________________________________________________________________
 GV2072  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV2072  DYNAMIC HT  -          66.959 (meters)     219.68  (feet)  COMP
 GV2072  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 GV2072
 GV2072  VERT ORDER  -  SECOND    CLASS 0
 GV2072
 GV2072.The horizontal coordinates were scaled from a topographic map and have
 GV2072.an estimated accuracy of +/- 6 seconds.
 GV2072
 GV2072.The orthometric height was determined by differential leveling
 GV2072.and adjusted by the National Geodetic Survey in June 1991..
 GV2072
 GV2072.The geoid height was determined by GEOID03.
 GV2072
 GV2072.The dynamic height is computed by dividing the NAVD 88
 GV2072.geopotential number by the normal gravity value computed on the
 GV2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2072.degrees latitude (g = 980.6199 gals.).
 GV2072
 GV2072.The modeled gravity was interpolated from observed gravity values.
 GV2072
 GV2072;                    North         East    Units  Estimated Accuracy
 GV2072;SPC VA S     - 1,126,890.    3,588,850.      MT  (+/- 180 meters Scaled)
 GV2072
 GV2072                          SUPERSEDED SURVEY CONTROL
 GV2072
 GV2072  NGVD 29 (??/??/??)   67.318  (m)          220.86   (f) ADJUSTED    2 0
 GV2072
 GV2072.Superseded values are not recommended for survey control.
 GV2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2072.See file dsdata.txt to determine how the superseded data were derived.
 GV2072
 GV2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG793502(NAD 83)
 GV2072_MARKER: DD = SURVEY DISK
 GV2072_SETTING: 0 = UNSPECIFIED SETTING
 GV2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2072
 GV2072  HISTORY     - Date     Condition        Report By
 GV2072  HISTORY     - UNK      MONUMENTED       VA2060
 GV2072  HISTORY     - 1972     GOOD             NGS
 GV2072  HISTORY     - 1989     GOOD             USPSQD
 GV2072  HISTORY     - 19951120 GOOD             USPSQD
 GV2072  HISTORY     - 19991023 GOOD             USPSQD
 GV2072  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV2072
 GV2072                          STATION DESCRIPTION
 GV2072
 GV2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2072'AT RICHMOND.
 GV2072'2.6 FEET NORTHEAST OF THE CURB ON THE EAST LINE OF BERTRAM ROAD,
 GV2072'32 FEET NORTH OF THE CENTERLINE OF WALMSLEY BOULEVARD, 55.5
 GV2072'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE NO. 5416
 GV2072'WALMSLEY BOULEVARD, 50.5 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GV2072'OF THE SAME HOUSE.
 GV2072'A STANDARD C OF R DISK.
 GV2072
 GV2072                          STATION RECOVERY (1989)
 GV2072
 GV2072'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2072'RECOVERED IN GOOD CONDITION.
 GV2072
 GV2072                          STATION RECOVERY (1995)
 GV2072
 GV2072'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2072'RECOVERED IN GOOD CONDITION.
 GV2072
 GV2072                          STATION RECOVERY (1999)
 GV2072
 GV2072'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2072'RECOVERED IN GOOD CONDITION.
 GV2072
 GV2072                          STATION RECOVERY (2003)
 GV2072
 GV2072'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3625 ***********************************************************************
 HV3625  DESIGNATION -  575.0 USGS
 HV3625  PID         -  HV3625
 HV3625  STATE/COUNTY-  VA/FAUQUIER
 HV3625  USGS QUAD   -  ORLEAN (1983)
 HV3625
 HV3625                         *CURRENT SURVEY CONTROL
 HV3625  ___________________________________________________________________
 HV3625* NAD 83(1986)-  38 50 49.     (N)    077 59 50.     (W)     SCALED    
 HV3625* NAVD 88     -       175.130  (meters)     574.57   (feet)  ADJUSTED  
 HV3625  ___________________________________________________________________
 HV3625  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HV3625  DYNAMIC HT  -         175.019 (meters)     574.21  (feet)  COMP
 HV3625  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 HV3625
 HV3625  VERT ORDER  -  SECOND    CLASS 0
 HV3625
 HV3625.The horizontal coordinates were scaled from a topographic map and have
 HV3625.an estimated accuracy of +/- 6 seconds.
 HV3625
 HV3625.The orthometric height was determined by differential leveling
 HV3625.and adjusted by the National Geodetic Survey in June 1991..
 HV3625
 HV3625.The geoid height was determined by GEOID03.
 HV3625
 HV3625.The dynamic height is computed by dividing the NAVD 88
 HV3625.geopotential number by the normal gravity value computed on the
 HV3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3625.degrees latitude (g = 980.6199 gals.).
 HV3625
 HV3625.The modeled gravity was interpolated from observed gravity values.
 HV3625
 HV3625;                    North         East    Units  Estimated Accuracy
 HV3625;SPC VA N     - 2,131,130.    3,543,650.      MT  (+/- 180 meters Scaled)
 HV3625
 HV3625                          SUPERSEDED SURVEY CONTROL
 HV3625
 HV3625  NGVD 29 (??/??/??)  175.338  (m)          575.25   (f) ADJUSTED    2 0
 HV3625
 HV3625.Superseded values are not recommended for survey control.
 HV3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3625.See file dsdata.txt to determine how the superseded data were derived.
 HV3625
 HV3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ398040(NAD 83)
 HV3625_MARKER: Q = CHISELED SQUARE
 HV3625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3625_SP_SET: BRIDGE
 HV3625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3625
 HV3625  HISTORY     - Date     Condition        Report By
 HV3625  HISTORY     - UNK      MONUMENTED       USGS
 HV3625  HISTORY     - 1941     GOOD             CGS
 HV3625
 HV3625                          STATION DESCRIPTION
 HV3625
 HV3625'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3625'1.1 MI N FROM HUME.
 HV3625'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 688 FROM THE POST
 HV3625'OFFICE AT HUME, FAUQUIER COUNTY, AT A CONCRETE BRIDGE, AND ON
 HV3625'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL.  A CHISELED
 HV3625'SQUARE, MARKED 575.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2436 ***********************************************************************
 GV2436  DESIGNATION -  576 C OF R
 GV2436  PID         -  GV2436
 GV2436  STATE/COUNTY-  VA/C OF RICHMOND
 GV2436  USGS QUAD   -  CHESTERFIELD (1994)
 GV2436
 GV2436                         *CURRENT SURVEY CONTROL
 GV2436  ___________________________________________________________________
 GV2436* NAD 83(1986)-  37 28 19.     (N)    077 30 09.     (W)     SCALED    
 GV2436* NAVD 88     -        63.976  (meters)     209.89   (feet)  ADJUSTED  
 GV2436  ___________________________________________________________________
 GV2436  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2436  DYNAMIC HT  -          63.931 (meters)     209.75  (feet)  COMP
 GV2436  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 GV2436
 GV2436  VERT ORDER  -  SECOND    CLASS 0
 GV2436
 GV2436.The horizontal coordinates were scaled from a topographic map and have
 GV2436.an estimated accuracy of +/- 6 seconds.
 GV2436
 GV2436.The orthometric height was determined by differential leveling
 GV2436.and adjusted by the National Geodetic Survey in June 1991..
 GV2436
 GV2436.The geoid height was determined by GEOID03.
 GV2436
 GV2436.The dynamic height is computed by dividing the NAVD 88
 GV2436.geopotential number by the normal gravity value computed on the
 GV2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2436.degrees latitude (g = 980.6199 gals.).
 GV2436
 GV2436.The modeled gravity was interpolated from observed gravity values.
 GV2436
 GV2436;                    North         East    Units  Estimated Accuracy
 GV2436;SPC VA S     - 1,126,820.    3,588,230.      MT  (+/- 180 meters Scaled)
 GV2436
 GV2436                          SUPERSEDED SURVEY CONTROL
 GV2436
 GV2436  NGVD 29 (??/??/??)   64.288  (m)          210.92   (f) ADJUSTED    2 0
 GV2436
 GV2436.Superseded values are not recommended for survey control.
 GV2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2436.See file dsdata.txt to determine how the superseded data were derived.
 GV2436
 GV2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG787501(NAD 83)
 GV2436_MARKER: DD = SURVEY DISK
 GV2436_SETTING: 0 = UNSPECIFIED SETTING
 GV2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2436+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2436
 GV2436  HISTORY     - Date     Condition        Report By
 GV2436  HISTORY     - UNK      MONUMENTED       VA2060
 GV2436  HISTORY     - 1972     GOOD             NGS
 GV2436  HISTORY     - 1990     GOOD             USPSQD
 GV2436  HISTORY     - 19951120 GOOD             USPSQD
 GV2436  HISTORY     - 19991023 GOOD             USPSQD
 GV2436  HISTORY     - 20031108 GOOD             USPSQD
 GV2436
 GV2436                          STATION DESCRIPTION
 GV2436
 GV2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2436'AT RICHMOND.
 GV2436'27.5 FEET NORTHWEST OF THE CENTERLINE OF POCOSHAM ROAD, 20 FEET
 GV2436'SOUTHWEST OF THE CENTERLINE OF HEY ROAD, 5 FEET NORTHWEST OF A
 GV2436'TELEPHONE POLE NO. 7912C, 44 FEET NORTHEAST OF A FIRE HYDRANT
 GV2436'NORTH OF POCOSHAM ROAD, 49.5 FEET SOUTHEAST OF A 2 FEET OAK.
 GV2436
 GV2436                          STATION RECOVERY (1990)
 GV2436
 GV2436'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2436'RECOVERED IN GOOD CONDITION.
 GV2436
 GV2436                          STATION RECOVERY (1995)
 GV2436
 GV2436'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2436'RECOVERED IN GOOD CONDITION.
 GV2436
 GV2436                          STATION RECOVERY (1999)
 GV2436
 GV2436'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2436'RECOVERED IN GOOD CONDITION.
 GV2436
 GV2436                          STATION RECOVERY (2003)
 GV2436
 GV2436'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2427 ***********************************************************************
 GV2427  DESIGNATION -  577 C OF R
 GV2427  PID         -  GV2427
 GV2427  STATE/COUNTY-  VA/C OF RICHMOND
 GV2427  USGS QUAD   -  CHESTERFIELD (1994)
 GV2427
 GV2427                         *CURRENT SURVEY CONTROL
 GV2427  ___________________________________________________________________
 GV2427* NAD 83(1986)-  37 29 39.     (N)    077 30 52.     (W)     SCALED    
 GV2427* NAVD 88     -        66.662  (meters)     218.71   (feet)  ADJUSTED  
 GV2427  ___________________________________________________________________
 GV2427  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV2427  DYNAMIC HT  -          66.616 (meters)     218.56  (feet)  COMP
 GV2427  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 GV2427
 GV2427  VERT ORDER  -  SECOND    CLASS 0
 GV2427
 GV2427.The horizontal coordinates were scaled from a topographic map and have
 GV2427.an estimated accuracy of +/- 6 seconds.
 GV2427
 GV2427.The orthometric height was determined by differential leveling
 GV2427.and adjusted by the National Geodetic Survey in June 1991..
 GV2427
 GV2427.The geoid height was determined by GEOID03.
 GV2427
 GV2427.The dynamic height is computed by dividing the NAVD 88
 GV2427.geopotential number by the normal gravity value computed on the
 GV2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2427.degrees latitude (g = 980.6199 gals.).
 GV2427
 GV2427.The modeled gravity was interpolated from observed gravity values.
 GV2427
 GV2427;                    North         East    Units  Estimated Accuracy
 GV2427;SPC VA S     - 1,129,280.    3,587,150.      MT  (+/- 180 meters Scaled)
 GV2427
 GV2427                          SUPERSEDED SURVEY CONTROL
 GV2427
 GV2427  NGVD 29 (??/??/??)   66.975  (m)          219.73   (f) ADJUSTED    2 0
 GV2427
 GV2427.Superseded values are not recommended for survey control.
 GV2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2427.See file dsdata.txt to determine how the superseded data were derived.
 GV2427
 GV2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG777526(NAD 83)
 GV2427_MARKER: DD = SURVEY DISK
 GV2427_SETTING: 0 = UNSPECIFIED SETTING
 GV2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2427+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2427
 GV2427  HISTORY     - Date     Condition        Report By
 GV2427  HISTORY     - UNK      MONUMENTED       VA2060
 GV2427  HISTORY     - 1972     GOOD             NGS
 GV2427  HISTORY     - 1990     GOOD             USPSQD
 GV2427  HISTORY     - 19991023 GOOD             USPSQD
 GV2427  HISTORY     - 20031108 GOOD             USPSQD
 GV2427
 GV2427                          STATION DESCRIPTION
 GV2427
 GV2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2427'AT RICHMOND.
 GV2427'23.5 FEET NORTHEAST OF THE CENTERLINE OF WORTHINGTON ROAD, 27
 GV2427'FEET SOUTHEAST OF THE CENTERLINE OF MC DOWELL ROAD, 5.5 FEET
 GV2427'SOUTH OF VEPCO POLE NO. PL80, 71.5 FEET SOUTHEAST OF A FIRE
 GV2427'HYDRANT NORTH OF WORTHINGTON ROAD, 73 FEET SOUTHWEST OF THE
 GV2427'NORTHWEST CORNER OF HOUSE NO. 6442 WORTHINGTON ROAD, 52 FEET
 GV2427'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAME HOUSE.
 GV2427
 GV2427                          STATION RECOVERY (1990)
 GV2427
 GV2427'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2427'RECOVERED IN GOOD CONDITION.
 GV2427
 GV2427                          STATION RECOVERY (1999)
 GV2427
 GV2427'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2427'RECOVERED IN GOOD CONDITION.
 GV2427
 GV2427                          STATION RECOVERY (2003)
 GV2427
 GV2427'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2427'CHANGE=5.5FT SOUTHWEST OF VEPCO POLE PL80
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0864 ***********************************************************************
 GW0864  DESIGNATION -  578
 GW0864  PID         -  GW0864
 GW0864  STATE/COUNTY-  VA/BEDFORD
 GW0864  USGS QUAD   -  BOONSBORO (1978)
 GW0864
 GW0864                         *CURRENT SURVEY CONTROL
 GW0864  ___________________________________________________________________
 GW0864* NAD 83(1986)-  37 29 59.     (N)    079 15 48.     (W)     SCALED    
 GW0864* NAVD 88     -       176.15   (+/-2cm)     577.9    (feet)  VERTCON   
 GW0864  ___________________________________________________________________
 GW0864  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW0864
 GW0864  VERT ORDER  -  ? (See Below)
 GW0864
 GW0864.The horizontal coordinates were scaled from a topographic map and have
 GW0864.an estimated accuracy of +/- 6 seconds.
 GW0864
 GW0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0864.The vertical order pertains to the NGVD 29 superseded value.
 GW0864
 GW0864.The geoid height was determined by GEOID03.
 GW0864
 GW0864;                    North         East    Units  Estimated Accuracy
 GW0864;SPC VA S     - 1,129,710.    3,432,510.      MT  (+/- 180 meters Scaled)
 GW0864
 GW0864                          SUPERSEDED SURVEY CONTROL
 GW0864
 GW0864  NGVD 29 (??/??/92)  176.367  (m)          578.63   (f) ADJ UNCH    ?  
 GW0864
 GW0864.Superseded values are not recommended for survey control.
 GW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0864.See file dsdata.txt to determine how the superseded data were derived.
 GW0864
 GW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB535517(NAD 83)
 GW0864_MARKER: X = CHISELED CROSS
 GW0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0864_SP_SET: CULVERT
 GW0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0864
 GW0864  HISTORY     - Date     Condition        Report By
 GW0864  HISTORY     - UNK      MONUMENTED       USGS
 GW0864  HISTORY     - 1934     GOOD             NGS
 GW0864
 GW0864                          STATION DESCRIPTION
 GW0864
 GW0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0864'0.2 MI S FROM HOLCOLM ROCK.
 GW0864'0.2 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM HOLCOLM
 GW0864'ROCK, BEDFORD COUNTY, 130 FEET NORTH OF MILEPOST 158, ON THE WEST
 GW0864'SIDE OF THE TRACK, AT A CULVERT, AND ON THE SOUTHWEST CORNER OF
 GW0864'THE CONCRETE COPING.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2684 ***********************************************************************
 GV2684  DESIGNATION -  578 C OF R
 GV2684  PID         -  GV2684
 GV2684  STATE/COUNTY-  VA/CHESTERFIELD
 GV2684  USGS QUAD   -  BON AIR (1994)
 GV2684
 GV2684                         *CURRENT SURVEY CONTROL
 GV2684  ___________________________________________________________________
 GV2684* NAD 83(1986)-  37 32 14.     (N)    077 35 20.     (W)     SCALED    
 GV2684* NAVD 88     -       106.606  (meters)     349.76   (feet)  ADJUSTED  
 GV2684  ___________________________________________________________________
 GV2684  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV2684  DYNAMIC HT  -         106.532 (meters)     349.51  (feet)  COMP
 GV2684  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 GV2684
 GV2684  VERT ORDER  -  SECOND    CLASS 0
 GV2684
 GV2684.The horizontal coordinates were scaled from a topographic map and have
 GV2684.an estimated accuracy of +/- 6 seconds.
 GV2684
 GV2684.The orthometric height was determined by differential leveling
 GV2684.and adjusted by the National Geodetic Survey in June 1991..
 GV2684
 GV2684.The geoid height was determined by GEOID03.
 GV2684
 GV2684.The dynamic height is computed by dividing the NAVD 88
 GV2684.geopotential number by the normal gravity value computed on the
 GV2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2684.degrees latitude (g = 980.6199 gals.).
 GV2684
 GV2684.The modeled gravity was interpolated from observed gravity values.
 GV2684
 GV2684;                    North         East    Units  Estimated Accuracy
 GV2684;SPC VA S     - 1,133,990.    3,580,520.      MT  (+/- 180 meters Scaled)
 GV2684
 GV2684                          SUPERSEDED SURVEY CONTROL
 GV2684
 GV2684  NGVD 29 (??/??/??)  106.920  (m)          350.79   (f) ADJUSTED    2 0
 GV2684
 GV2684.Superseded values are not recommended for survey control.
 GV2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2684.See file dsdata.txt to determine how the superseded data were derived.
 GV2684
 GV2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG712576(NAD 83)
 GV2684_MARKER: DD = SURVEY DISK
 GV2684_SETTING: 0 = UNSPECIFIED SETTING
 GV2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2684+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2684
 GV2684  HISTORY     - Date     Condition        Report By
 GV2684  HISTORY     - UNK      MONUMENTED       VA2060
 GV2684  HISTORY     - 1972     GOOD             NGS
 GV2684  HISTORY     - 1990     GOOD             USPSQD
 GV2684  HISTORY     - 20000107 GOOD             USPSQD
 GV2684  HISTORY     - 20041023 GOOD             USPSQD
 GV2684
 GV2684                          STATION DESCRIPTION
 GV2684
 GV2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2684'AT RICHMOND.
 GV2684'23 FEET SOUTHEAST OF THE CENTERLINE OF DURYEA DRIVE, 30.5 FEET
 GV2684'NORTHEAST OF THE CENTERLINE OF MERRIGAN ROAD, 69 FEET WEST OF
 GV2684'THE SOUTHWEST CORNER OF A TRI-LEVEL BRICK HOUSE NO. 10414 MERRIGAN
 GV2684'ROAD, AND 59 FEET EAST OF VEPCO POLE UL89.
 GV2684
 GV2684                          STATION RECOVERY (1990)
 GV2684
 GV2684'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2684'RECOVERED IN GOOD CONDITION.
 GV2684
 GV2684                          STATION RECOVERY (2000)
 GV2684
 GV2684'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2684'RECOVERED IN GOOD CONDITION.
 GV2684
 GV2684                          STATION RECOVERY (2004)
 GV2684
 GV2684'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2684'IN FRONT OF HOUSE NUMBER 10442 MERRIGAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2675 ***********************************************************************
 GV2675  DESIGNATION -  579 C OF R
 GV2675  PID         -  GV2675
 GV2675  STATE/COUNTY-  VA/CHESTERFIELD
 GV2675  USGS QUAD   -  BON AIR (1994)
 GV2675
 GV2675                         *CURRENT SURVEY CONTROL
 GV2675  ___________________________________________________________________
 GV2675* NAD 83(1986)-  37 32 51.     (N)    077 34 43.     (W)     SCALED    
 GV2675* NAVD 88     -        67.266  (meters)     220.69   (feet)  ADJUSTED  
 GV2675  ___________________________________________________________________
 GV2675  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV2675  DYNAMIC HT  -          67.220 (meters)     220.54  (feet)  COMP
 GV2675  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 GV2675
 GV2675  VERT ORDER  -  SECOND    CLASS 0
 GV2675
 GV2675.The horizontal coordinates were scaled from a topographic map and have
 GV2675.an estimated accuracy of +/- 6 seconds.
 GV2675
 GV2675.The orthometric height was determined by differential leveling
 GV2675.and adjusted by the National Geodetic Survey in June 1991..
 GV2675
 GV2675.The geoid height was determined by GEOID03.
 GV2675
 GV2675.The dynamic height is computed by dividing the NAVD 88
 GV2675.geopotential number by the normal gravity value computed on the
 GV2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2675.degrees latitude (g = 980.6199 gals.).
 GV2675
 GV2675.The modeled gravity was interpolated from observed gravity values.
 GV2675
 GV2675;                    North         East    Units  Estimated Accuracy
 GV2675;SPC VA S     - 1,135,140.    3,581,420.      MT  (+/- 180 meters Scaled)
 GV2675
 GV2675                          SUPERSEDED SURVEY CONTROL
 GV2675
 GV2675  NGVD 29 (??/??/??)   67.581  (m)          221.72   (f) ADJUSTED    2 0
 GV2675
 GV2675.Superseded values are not recommended for survey control.
 GV2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2675.See file dsdata.txt to determine how the superseded data were derived.
 GV2675
 GV2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG722587(NAD 83)
 GV2675_MARKER: DD = SURVEY DISK
 GV2675_SETTING: 0 = UNSPECIFIED SETTING
 GV2675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2675+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2675
 GV2675  HISTORY     - Date     Condition        Report By
 GV2675  HISTORY     - UNK      MONUMENTED       VA2060
 GV2675  HISTORY     - 1972     GOOD             NGS
 GV2675  HISTORY     - 20000107 GOOD             USPSQD
 GV2675  HISTORY     - 20041023 GOOD             USPSQD
 GV2675
 GV2675                          STATION DESCRIPTION
 GV2675
 GV2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2675'AT RICHMOND.
 GV2675'24 FEET WEST OF THE CENTERLINE OF CHEYENNE ROAD, 35.5 FEET SOUTH
 GV2675'OF THE CENTERLINE OF TWIN VALLEY ROAD, 54.5 FEET NORTHEAST OF THE
 GV2675'NORTHEAST CORNER OF PORCH OF HOUSE NO. 10001 TWIN VALLEY ROAD,
 GV2675'76.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF PORCH OF HOUSE
 GV2675'NO. 9935 TWIN VALLEY ROAD.
 GV2675
 GV2675                          STATION RECOVERY (2000)
 GV2675
 GV2675'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2675'RECOVERED IN GOOD CONDITION.
 GV2675
 GV2675                          STATION RECOVERY (2004)
 GV2675
 GV2675'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0576 ***********************************************************************
 HW0576  DESIGNATION -  579.2
 HW0576  PID         -  HW0576
 HW0576  STATE/COUNTY-  VA/GREENE
 HW0576  USGS QUAD   -  ROCHELLE (1987)
 HW0576
 HW0576                         *CURRENT SURVEY CONTROL
 HW0576  ___________________________________________________________________
 HW0576* NAD 83(1986)-  38 15 38.     (N)    078 18 12.     (W)     SCALED    
 HW0576* NAVD 88     -       176.260  (meters)     578.28   (feet)  ADJUSTED  
 HW0576  ___________________________________________________________________
 HW0576  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0576  DYNAMIC HT  -         176.140 (meters)     577.89  (feet)  COMP
 HW0576  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HW0576
 HW0576  VERT ORDER  -  SECOND    CLASS 0
 HW0576
 HW0576.The horizontal coordinates were scaled from a topographic map and have
 HW0576.an estimated accuracy of +/- 6 seconds.
 HW0576
 HW0576.The orthometric height was determined by differential leveling
 HW0576.and adjusted by the National Geodetic Survey in June 1991..
 HW0576
 HW0576.The geoid height was determined by GEOID03.
 HW0576
 HW0576.The dynamic height is computed by dividing the NAVD 88
 HW0576.geopotential number by the normal gravity value computed on the
 HW0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0576.degrees latitude (g = 980.6199 gals.).
 HW0576
 HW0576.The modeled gravity was interpolated from observed gravity values.
 HW0576
 HW0576;                    North         East    Units  Estimated Accuracy
 HW0576;SPC VA N     - 2,065,940.    3,517,210.      MT  (+/- 180 meters Scaled)
 HW0576
 HW0576                          SUPERSEDED SURVEY CONTROL
 HW0576
 HW0576  NGVD 29 (??/??/92)  176.462  (m)          578.94   (f) ADJ UNCH    2 0
 HW0576
 HW0576.Superseded values are not recommended for survey control.
 HW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0576.See file dsdata.txt to determine how the superseded data were derived.
 HW0576
 HW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC359381(NAD 83)
 HW0576_MARKER: N = NAIL
 HW0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0576_SP_SET: TREE
 HW0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0576
 HW0576  HISTORY     - Date     Condition        Report By
 HW0576  HISTORY     - UNK      MONUMENTED       USGS
 HW0576  HISTORY     - 1935     GOOD             NGS
 HW0576
 HW0576                          STATION DESCRIPTION
 HW0576
 HW0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0576'1 MI SE FROM DAWSONVILLE.
 HW0576'ABOUT 1.0 MILE SOUTHEAST ALONG COUNTY ROAD 609 FROM DAWSONVILLE,
 HW0576'GREENE COUNTY, ABOUT 80 FEET NORTHWEST OF THE CENTER OF A DOUBLE ROAD
 HW0576'FORK FORMED BY ROADS LEADING WEST AND SOUTHWEST, NORTH OF COUNTRY
 HW0576'ROAD 609, AND IN THE WEST ROOT OF A 30-INCH OAK TREE.  A UNITED
 HW0576'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5824 ***********************************************************************
 GV5824  DESIGNATION -  58
 GV5824  PID         -  GV5824
 GV5824  STATE/COUNTY-  VA/C OF RICHMOND
 GV5824  USGS QUAD   -  BON AIR (1994)
 GV5824
 GV5824                         *CURRENT SURVEY CONTROL
 GV5824  ___________________________________________________________________
 GV5824* NAD 83(1993)-  37 31 54.92090(N)    077 34 44.11408(W)     ADJUSTED  
 GV5824* NAVD 88     -       100.28   (+/-2cm)     329.0    (feet)  VERTCON   
 GV5824  ___________________________________________________________________
 GV5824  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV5824  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GV5824
 GV5824  HORZ ORDER  -  SECOND
 GV5824  VERT ORDER  -  THIRD ? (See Below)
 GV5824
 GV5824.The horizontal coordinates were established by classical geodetic methods
 GV5824.and adjusted by the National Geodetic Survey in November 1994..
 GV5824
 GV5824.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5824.The vertical order pertains to the NGVD 29 superseded value.
 GV5824
 GV5824.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5824
 GV5824.The geoid height was determined by GEOID03.
 GV5824
 GV5824;                    North         East     Units Scale Factor Converg.
 GV5824;SPC VA S     - 1,133,411.183 3,581,406.769   MT  0.99994951   +0 33 32.5
 GV5824;SPC VA S     - 3,718,533.19 11,749,998.71   sFT  0.99994951   +0 33 32.5
 GV5824;UTM  18      - 4,157,008.341   272,126.078   MT  1.00023966   -1 34 18.3
 GV5824
 GV5824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5824!SPC VA S     -   0.99998941  x   0.99994951  =   0.99993892
 GV5824!UTM  18      -   0.99998941  x   1.00023966  =   1.00022907
 GV5824
 GV5824:                Primary Azimuth Mark                     Grid Az
 GV5824:SPC VA S     -  57                                       072 08 14.0
 GV5824:UTM  18      -  57                                       074 16 04.8
 GV5824
 GV5824|---------------------------------------------------------------------|
 GV5824| PID    Reference Object                     Distance      Geod. Az  |
 GV5824|                                                           dddmmss.s |
 GV5824| GV5808 57                                  APPROX. 1.0 KM 0724146.5 |
 GV5824| DC5515 58 RM                                13.719 METERS 08528     |
 GV5824|---------------------------------------------------------------------|
 GV5824
 GV5824                          SUPERSEDED SURVEY CONTROL
 GV5824
 GV5824  NAD 83(1986)-  37 31 54.92717(N)    077 34 44.13085(W) AD(       ) 2
 GV5824  NAD 27      -  37 31 54.39531(N)    077 34 45.17490(W) AD(       ) 2
 GV5824  NGVD 29 (07/19/86)  100.58   (m)          330.0    (f) LEVELING    3  
 GV5824
 GV5824.Superseded values are not recommended for survey control.
 GV5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5824.See file dsdata.txt to determine how the superseded data were derived.
 GV5824
 GV5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7212657008(NAD 83)
 GV5824_MARKER: Z = SEE DESCRIPTION
 GV5824_SETTING: 0 = UNSPECIFIED SETTING
 GV5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5824+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5824
 GV5824  HISTORY     - Date     Condition        Report By
 GV5824  HISTORY     - 1972     MONUMENTED       VA2060
 GV5824  HISTORY     - 19951002 GOOD             USPSQD
 GV5824  HISTORY     - 19991014 GOOD             USPSQD
 GV5824  HISTORY     - 20031108 GOOD             USPSQD
 GV5824
 GV5824                          STATION DESCRIPTION
 GV5824
 GV5824'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5824'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5824'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5824'THENCE SOUTHWEST ON HUGUENOT RD. 0.90 MILE TO POINT NO. 58.
 GV5824'
 GV5824'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5824'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5824'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5824'6 INCHES BELOW GROUND, LOCATED ON SOUTH SIDE OF HUGUENOT RD.
 GV5824'
 GV5824'51.0 FEET S. OF E.P. OF HUGUENOT RD., 7.2 FEET W. OF 18 INCH OAK
 GV5824'TREE, 50.4 FEET S.W. OF C AND P POLE NO. 7549 L.
 GV5824'
 GV5824'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5824'CENTER OF PIN, SET FLUSH TO GROUND.  25.3 FEET S. OF C AND P POLE
 GV5824'NO.  7549 L, 51.4 FEET S. OF E.P. OF HUGUENOT RD., 38.1 FEET E. OF 18
 GV5824'INCH OAK TREE.
 GV5824'
 GV5824'DISTANCE BETWEEN PT. 58 AND R.M. IS 45.00 FT., 13.719 M.
 GV5824'
 GV5824'NEAREST TOWN--RICHMOND.
 GV5824
 GV5824                          STATION RECOVERY (1995)
 GV5824
 GV5824'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5824'RECOVERED IN GOOD CONDITION.
 GV5824
 GV5824                          STATION RECOVERY (1999)
 GV5824
 GV5824'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5824'RECOVERED IN GOOD CONDITION.
 GV5824
 GV5824                          STATION RECOVERY (2003)
 GV5824
 GV5824'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4254 ***********************************************************************
 FY4254  DESIGNATION -  58 EAST
 FY4254  PID         -  FY4254
 FY4254  STATE/COUNTY-  VA/C OF DANVILLE
 FY4254  USGS QUAD   -  RINGGOLD (1985)
 FY4254
 FY4254                         *CURRENT SURVEY CONTROL
 FY4254  ___________________________________________________________________
 FY4254* NAD 83(1993)-  36 34 51.02540(N)    079 18 40.04040(W)     ADJUSTED  
 FY4254* NAVD 88     -       165.6    (meters)     543.     (feet)  VERTCON   
 FY4254  ___________________________________________________________________
 FY4254  X           -     951,112.548 (meters)                     COMP
 FY4254  Y           -  -5,038,982.400 (meters)                     COMP
 FY4254  Z           -   3,780,221.935 (meters)                     COMP
 FY4254  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 FY4254  ELLIP HEIGHT-         134.12  (meters)          (09/08/95) GPS OBS
 FY4254  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FY4254
 FY4254  HORZ ORDER  -  SECOND
 FY4254  ELLP ORDER  -  FOURTH    CLASS II
 FY4254
 FY4254.The horizontal coordinates were established by GPS observations
 FY4254.and adjusted by the National Geodetic Survey in September 1995..
 FY4254
 FY4254.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4254
 FY4254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4254
 FY4254.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4254
 FY4254.The ellipsoidal height was determined by GPS observations
 FY4254.and is referenced to NAD 83.
 FY4254
 FY4254.The geoid height was determined by GEOID03.
 FY4254
 FY4254;                    North         East     Units Scale Factor Converg.
 FY4254;SPC VA S     - 1,027,779.074 3,427,404.338   MT  1.00003892   -0 29 32.2
 FY4254;SPC VA S     - 3,371,971.85 11,244,742.40   sFT  1.00003892   -0 29 32.2
 FY4254;SPC NC       -   314,099.613   581,752.523   MT  1.00014197   -0 10 46.5
 FY4254;SPC NC       - 1,030,508.48  1,908,633.07   sFT  1.00014197   -0 10 46.5
 FY4254;UTM  17      - 4,049,702.634   651,096.909   MT  0.99988128   +1 00 24.1
 FY4254
 FY4254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4254!SPC VA S     -   0.99997895  x   1.00003892  =   1.00001787
 FY4254!SPC NC       -   0.99997895  x   1.00014197  =   1.00012092
 FY4254!UTM  17      -   0.99997895  x   0.99988128  =   0.99986023
 FY4254
 FY4254|---------------------------------------------------------------------|
 FY4254| PID    Reference Object                     Distance      Geod. Az  |
 FY4254|                                                           dddmmss.s |
 FY4254| FY4260 CANE 2                               33.349 METERS 08023     |
 FY4254| FY4255 58 EAST AZIMUTH                     482.331 METERS 0892553.3 |
 FY4254|---------------------------------------------------------------------|
 FY4254
 FY4254                          SUPERSEDED SURVEY CONTROL
 FY4254
 FY4254  NAD 83(1986)-  36 34 51.02984(N)    079 18 40.04203(W) AD(       ) 2
 FY4254  NGVD 29 (03/09/92)  165.9    (m)          544.     (f) GPS OBS        
 FY4254
 FY4254.Superseded values are not recommended for survey control.
 FY4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4254.See file dsdata.txt to determine how the superseded data were derived.
 FY4254
 FY4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5109749703(NAD 83)
 FY4254_MARKER: DD = SURVEY DISK
 FY4254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4254_SP_SET: CONCRETE POST
 FY4254_STAMPING: 58 EAST 1987
 FY4254_MARK LOGO: NONE  
 FY4254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4254+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1991
 FY4254
 FY4254  HISTORY     - Date     Condition        Report By
 FY4254  HISTORY     - 1987     MONUMENTED       RBNF
 FY4254  HISTORY     - 19910113 GOOD
 FY4254
 FY4254                          STATION DESCRIPTION
 FY4254
 FY4254'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4254'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, IN THE CITY OF
 FY4254'DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4254'DANVILLE, PROCEED NORTH ALONG U.S.ROUTE 29 BUSINESS (PATTON STREET)
 FY4254'1.00 KM (0.62 MI) TO THE INTERSECTION OF U.S. ROUTE 29 BUSINESS AND
 FY4254'U.S. ROUTE 58 (RIVERSIDE DRIVE).  TURN EAST ONTO U.S.ROUTE 58 AND
 FY4254'TRAVEL 10.50 KM (6.52 MI) TO U.S. TRUCKCENTER. THE STATION IS
 FY4254'LOCATED IN THE GRASS MEDIAN ON THE LEFT SIDE OF THE EAST BOUND LANES
 FY4254'OF U.S. ROUTE 58.  A FIBERGLASS WITNESS POST IS LOCATED 1.07 M
 FY4254'(3.51 FT) NORTHEAST OF THE MONUMENT.
 FY4254'THE STATION IS A 3.25 INCH STANDARD BRASS DISK SET IN CONCRETE
 FY4254'APPROXIMATELY 0.05 M (0.16 FT) BELOW THE GROUND SURFACE, STAMPED 58
 FY4254'EAST 1987.  THE DISK IS LOCATED 5.09 M (16.70 FT) NORTH OF THE
 FY4254'CENTER LINE OF THE PAVEMENT OF THE EASTBOUND LANES, 24.26 M
 FY4254'(79.59 FT) EAST OF A LIGHT POLE 4/15, AND 15.03 M (49.31 FT) SOUTH OF
 FY4254'THE CENTER LINE OF THE WESTBOUND LANES.
 FY4254
 FY4254                          STATION RECOVERY (1991)
 FY4254
 FY4254'RECOVERED 1991
 FY4254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4255 ***********************************************************************
 FY4255  DESIGNATION -  58 EAST AZIMUTH
 FY4255  PID         -  FY4255
 FY4255  STATE/COUNTY-  VA/C OF DANVILLE
 FY4255  USGS QUAD   -  RINGGOLD (1985)
 FY4255
 FY4255                         *CURRENT SURVEY CONTROL
 FY4255  ___________________________________________________________________
 FY4255* NAD 83(1993)-  36 34 51.18022(N)    079 18 20.63988(W)     ADJUSTED  
 FY4255* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 FY4255  ___________________________________________________________________
 FY4255  X           -     951,585.862 (meters)                     COMP
 FY4255  Y           -  -5,038,889.581 (meters)                     COMP
 FY4255  Z           -   3,780,225.356 (meters)                     COMP
 FY4255  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 FY4255  ELLIP HEIGHT-         133.43  (meters)          (09/08/95) GPS OBS
 FY4255  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FY4255
 FY4255  HORZ ORDER  -  SECOND
 FY4255  ELLP ORDER  -  FOURTH    CLASS II
 FY4255
 FY4255.The horizontal coordinates were established by GPS observations
 FY4255.and adjusted by the National Geodetic Survey in September 1995..
 FY4255
 FY4255.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4255
 FY4255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4255
 FY4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4255
 FY4255.The ellipsoidal height was determined by GPS observations
 FY4255.and is referenced to NAD 83.
 FY4255
 FY4255.The geoid height was determined by GEOID03.
 FY4255
 FY4255;                    North         East     Units Scale Factor Converg.
 FY4255;SPC VA S     - 1,027,779.716 3,427,886.687   MT  1.00003891   -0 29 20.5
 FY4255;SPC VA S     - 3,371,973.95 11,246,324.91   sFT  1.00003891   -0 29 20.5
 FY4255;UTM  17      - 4,049,715.891   651,579.000   MT  0.99988308   +1 00 35.6
 FY4255
 FY4255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4255!SPC VA S     -   0.99997906  x   1.00003891  =   1.00001797
 FY4255!UTM  17      -   0.99997906  x   0.99988308  =   0.99986214
 FY4255
 FY4255:                Primary Azimuth Mark                     Grid Az
 FY4255:SPC VA S     -  CANE 2                                   270 35 30.7
 FY4255:UTM  17      -  CANE 2                                   269 05 34.6
 FY4255
 FY4255|---------------------------------------------------------------------|
 FY4255| PID    Reference Object                     Distance      Geod. Az  |
 FY4255|                                                           dddmmss.s |
 FY4255| FY4260 CANE 2                              449.427 METERS 2700610.2 |
 FY4255|---------------------------------------------------------------------|
 FY4255
 FY4255                          SUPERSEDED SURVEY CONTROL
 FY4255
 FY4255  NAD 83(1986)-  36 34 51.18475(N)    079 18 20.64158(W) AD(       ) 2
 FY4255  NGVD 29 (03/09/92)  165.2    (m)          542.     (f) GPS OBS        
 FY4255
 FY4255.Superseded values are not recommended for survey control.
 FY4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4255.See file dsdata.txt to determine how the superseded data were derived.
 FY4255
 FY4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5157949716(NAD 83)
 FY4255_MARKER: DD = SURVEY DISK
 FY4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4255_SP_SET: CONCRETE POST
 FY4255_STAMPING: 58 EAST AZIMUTH 1987
 FY4255_MARK LOGO: NONE  
 FY4255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4255+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1991
 FY4255
 FY4255  HISTORY     - Date     Condition        Report By
 FY4255  HISTORY     - 1987     MONUMENTED       RBNF
 FY4255  HISTORY     - 19910113 GOOD
 FY4255
 FY4255                          STATION DESCRIPTION
 FY4255
 FY4255'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4255'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, IN THE CITY OF
 FY4255'DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4255'DANVILLE, PROCEED NORTH ALONG U.S.ROUTE 29 BUSINESS (PATTON STREET)
 FY4255'1.00 KM (0.62 MI) TO THE INTERSECTION OF U.S. ROUTE 29 BUSINESS AND
 FY4255'U.S. ROUTE 58 (RIVERSIDE DRIVE).  TURN EAST ONTO U.S.ROUTE 58 AND
 FY4255'TRAVEL 10.98 KM (6.82 MI) TO THE STATION LOCATED IN THE GRASS MEDIAN
 FY4255'OF U.S. ROUTE 58.
 FY4255'STATION 58 EAST AZIMUTH MARK IS A STANDARD BRASS DISK SET IN CONCRETE
 FY4255'APPROXIMATELY 0.03 M (0.10 FT) BELOW THE GROUND SURFACE, STAMPED 58
 FY4255'EAST AZIMUTH 1987.  THE DISK IS LOCATED 11.73 M (38.48 FT) NORTH OF
 FY4255'THE CENTER LINE OF THE EASTBOUND LANES OF U.S. ROUTE 58, 16.31 M
 FY4255'(53.51 FT) NORTHEAST OF LIGHTPOLE 4/23, AND 9.91 M (32.51 FT) WEST OF
 FY4255'THE CENTER LINE OF THE CROSSOVER FOR STATE ROUTE 734.  A FIBERGLASS
 FY4255'WITNESS POST IS LOCATED 1.25 M (4.10 FT) WEST OF THE MONUMENT.
 FY4255
 FY4255                          STATION RECOVERY (1991)
 FY4255
 FY4255'RECOVERED 1991
 FY4255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2128 ***********************************************************************
 GW2128  DESIGNATION -  58 RHP USGS
 GW2128  PID         -  GW2128
 GW2128  STATE/COUNTY-  VA/BOTETOURT
 GW2128  USGS QUAD   -  SUGARLOAF MTN (1986)
 GW2128
 GW2128                         *CURRENT SURVEY CONTROL
 GW2128  ___________________________________________________________________
 GW2128* NAD 83(1986)-  37 38 22.     (N)    079 44 47.     (W)     SCALED    
 GW2128* NAVD 88     -       397.380  (meters)    1303.74   (feet)  ADJUSTED  
 GW2128  ___________________________________________________________________
 GW2128  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2128  DYNAMIC HT  -         397.059 (meters)    1302.68  (feet)  COMP
 GW2128  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 GW2128
 GW2128  VERT ORDER  -  FIRST     CLASS II
 GW2128
 GW2128.The horizontal coordinates were scaled from a topographic map and have
 GW2128.an estimated accuracy of +/- 6 seconds.
 GW2128
 GW2128.The orthometric height was determined by differential leveling
 GW2128.and adjusted by the National Geodetic Survey in June 1991..
 GW2128
 GW2128.The geoid height was determined by GEOID03.
 GW2128
 GW2128.The dynamic height is computed by dividing the NAVD 88
 GW2128.geopotential number by the normal gravity value computed on the
 GW2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2128.degrees latitude (g = 980.6199 gals.).
 GW2128
 GW2128.The modeled gravity was interpolated from observed gravity values.
 GW2128
 GW2128;                    North         East    Units  Estimated Accuracy
 GW2128;SPC VA S     - 1,145,670.    3,390,000.      MT  (+/- 180 meters Scaled)
 GW2128
 GW2128                          SUPERSEDED SURVEY CONTROL
 GW2128
 GW2128.No superseded survey control is available for this station.
 GW2128
 GW2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB106665(NAD 83)
 GW2128_MARKER: DD = SURVEY DISK
 GW2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2128_SP_SET: CONCRETE POST
 GW2128_STAMPING: 1304 58 RHP 1959
 GW2128_MARK LOGO: USGS  
 GW2128_PROJECTION: FLUSH
 GW2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2128+STABILITY: SURFACE MOTION
 GW2128
 GW2128  HISTORY     - Date     Condition        Report By
 GW2128  HISTORY     - 1959     MONUMENTED       USGS
 GW2128  HISTORY     - 1984     GOOD             NGS
 GW2128
 GW2128                          STATION DESCRIPTION
 GW2128
 GW2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2128'5.6 KM (3.45 MI) ESE FROM EAGLE ROCK.
 GW2128'5.6 KM (3.45 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE FIRE
 GW2128'DEPARTMENT IN EAGLE ROCK TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 GW2128'COUNTY ROAD 612 LEADING NORTHEAST, ON THE SOUTHEAST SIDE OF A WIRE
 GW2128'FENCE AROUND A FARM FIELD, 12.34 METERS (40.5 FT) NORTHEAST OF THE
 GW2128'CENTERLINE OF THE HIGHWAY, 6.10 METERS (20.0 FT) SOUTHEAST OF THE
 GW2128'CENTERLINE OF COUNTY ROAD 612, 0.91 METER (3.0 FT) SOUTH OF POWER POLE
 GW2128'B-96-1.
 GW2128'THE MARK IS 0.18 METERS  SE FROM A WITNESS POST.
 GW2128'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4256 ***********************************************************************
 FY4256  DESIGNATION -  58 WEST
 FY4256  PID         -  FY4256
 FY4256  STATE/COUNTY-  VA/PITTSYLVANIA
 FY4256  USGS QUAD   -  BROSVILLE (1982)
 FY4256
 FY4256                         *CURRENT SURVEY CONTROL
 FY4256  ___________________________________________________________________
 FY4256* NAD 83(1993)-  36 36 16.10954(N)    079 31 14.15530(W)     ADJUSTED  
 FY4256* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 FY4256  ___________________________________________________________________
 FY4256  X           -     932,404.728 (meters)                     COMP
 FY4256  Y           -  -5,040,919.158 (meters)                     COMP
 FY4256  Z           -   3,782,350.815 (meters)                     COMP
 FY4256  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 FY4256  ELLIP HEIGHT-         172.81  (meters)          (09/08/95) GPS OBS
 FY4256  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FY4256
 FY4256  HORZ ORDER  -  SECOND
 FY4256  ELLP ORDER  -  FOURTH    CLASS II
 FY4256
 FY4256.The horizontal coordinates were established by GPS observations
 FY4256.and adjusted by the National Geodetic Survey in September 1995..
 FY4256
 FY4256.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4256
 FY4256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4256
 FY4256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4256
 FY4256.The ellipsoidal height was determined by GPS observations
 FY4256.and is referenced to NAD 83.
 FY4256
 FY4256.The geoid height was determined by GEOID03.
 FY4256
 FY4256;                    North         East     Units Scale Factor Converg.
 FY4256;SPC VA S     - 1,030,583.621 3,408,685.159   MT  1.00003340   -0 37 09.9
 FY4256;SPC VA S     - 3,381,173.10 11,183,327.89   sFT  1.00003340   -0 37 09.9
 FY4256;UTM  17      - 4,052,015.658   632,314.254   MT  0.99981569   +0 52 56.2
 FY4256
 FY4256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4256!SPC VA S     -   0.99997288  x   1.00003340  =   1.00000628
 FY4256!UTM  17      -   0.99997288  x   0.99981569  =   0.99978858
 FY4256
 FY4256:                Primary Azimuth Mark                     Grid Az
 FY4256:SPC VA S     -  58 WEST AZIMUTH                          121 08 18.3
 FY4256:UTM  17      -  58 WEST AZIMUTH                          119 38 12.2
 FY4256
 FY4256|---------------------------------------------------------------------|
 FY4256| PID    Reference Object                     Distance      Geod. Az  |
 FY4256|                                                           dddmmss.s |
 FY4256| FY4257 58 WEST AZIMUTH                     APPROX. 0.5 KM 1203108.4 |
 FY4256|---------------------------------------------------------------------|
 FY4256
 FY4256                          SUPERSEDED SURVEY CONTROL
 FY4256
 FY4256  NAD 83(1986)-  36 36 16.11152(N)    079 31 14.16142(W) AD(       ) 2
 FY4256  NGVD 29 (03/09/92)  205.2    (m)          673.     (f) GPS OBS        
 FY4256
 FY4256.Superseded values are not recommended for survey control.
 FY4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4256.See file dsdata.txt to determine how the superseded data were derived.
 FY4256
 FY4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3231452016(NAD 83)
 FY4256_MARKER: DD = SURVEY DISK
 FY4256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4256_SP_SET: CONCRETE POST
 FY4256_STAMPING: 58 WEST 1987
 FY4256_MARK LOGO: NONE  
 FY4256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4256+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 FY4256
 FY4256  HISTORY     - Date     Condition        Report By
 FY4256  HISTORY     - 1987     MONUMENTED       RBNF
 FY4256  HISTORY     - 19910109 GOOD
 FY4256
 FY4256                          STATION DESCRIPTION
 FY4256
 FY4256'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4256'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, NEAR THE CITY OF
 FY4256'DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4256'DANVILLE, PROCEED NORTH ALONG U.S. ROUTE 29 (MAIN STREET) 0.9 KM
 FY4256'(0.6 MI) TO THE INTERSECTION OF U.S. ROUTE 29 AND U.S. ROUTE 58 WEST
 FY4256'(RIVERSIDE DRIVE), THENCE WEST 13.65 KM (8.48 MI) ALONG U.S.ROUTE 58
 FY4256'TO STATE ROUTE 51 (WESTOVER DRIVE).  THE STATION IS LOCATED AT THE
 FY4256'INTERSECTION.  A FIBERGLASS WITNESS POST IS LOCATED 6.86 M
 FY4256'(22.51 FT) EAST OF THE MONUMENT.
 FY4256'THE STATION IS A STANDARD BRASS DISK SET IN CONCRETE, FLUSH WITH THE
 FY4256'GROUND SURFACE, STAMPED 58 WEST 1987. THE DISK IS LOCATED 4.88 M
 FY4256'(16.01 FT) NORTH OF THE CENTER LINE OF THE PAVEMENT OF THE WESTBOUND
 FY4256'LANES OF U.S. ROUTE 58, 4.11 M (13.48 FT) SOUTH OF THE CENTER LINE OF
 FY4256'STATE ROUTE 51, 2.90 M (9.51 FT) EAST OF THE EDGE OF THE PAVEMENT AT
 FY4256'THE INTERSECTION.
 FY4256
 FY4256                          STATION RECOVERY (1991)
 FY4256
 FY4256'RECOVERED 1991
 FY4256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4257 ***********************************************************************
 FY4257  DESIGNATION -  58 WEST AZIMUTH
 FY4257  PID         -  FY4257
 FY4257  STATE/COUNTY-  VA/C OF DANVILLE
 FY4257  USGS QUAD   -  BROSVILLE (1982)
 FY4257
 FY4257                         *CURRENT SURVEY CONTROL
 FY4257  ___________________________________________________________________
 FY4257* NAD 83(1993)-  36 36 07.30115(N)    079 30 55.62377(W)     ADJUSTED  
 FY4257* NAVD 88     -       197.5    (meters)     648.     (feet)  VERTCON   
 FY4257  ___________________________________________________________________
 FY4257  X           -     932,885.988 (meters)                     COMP
 FY4257  Y           -  -5,040,988.671 (meters)                     COMP
 FY4257  Z           -   3,782,128.383 (meters)                     COMP
 FY4257  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 FY4257  ELLIP HEIGHT-         165.34  (meters)          (09/08/95) GPS OBS
 FY4257  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FY4257
 FY4257  HORZ ORDER  -  SECOND
 FY4257  ELLP ORDER  -  FOURTH    CLASS II
 FY4257
 FY4257.The horizontal coordinates were established by GPS observations
 FY4257.and adjusted by the National Geodetic Survey in September 1995..
 FY4257
 FY4257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4257
 FY4257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4257
 FY4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4257
 FY4257.The ellipsoidal height was determined by GPS observations
 FY4257.and is referenced to NAD 83.
 FY4257
 FY4257.The geoid height was determined by GEOID03.
 FY4257
 FY4257;                    North         East     Units Scale Factor Converg.
 FY4257;SPC VA S     - 1,030,307.142 3,409,142.790   MT  1.00003396   -0 36 58.7
 FY4257;SPC VA S     - 3,380,266.02 11,184,829.30   sFT  1.00003396   -0 36 58.7
 FY4257;UTM  17      - 4,051,751.323   632,778.872   MT  0.99981721   +0 53 07.1
 FY4257
 FY4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4257!SPC VA S     -   0.99997405  x   1.00003396  =   1.00000801
 FY4257!UTM  17      -   0.99997405  x   0.99981721  =   0.99979127
 FY4257
 FY4257:                Primary Azimuth Mark                     Grid Az
 FY4257:SPC VA S     -  58 WEST                                  301 08 18.2
 FY4257:UTM  17      -  58 WEST                                  299 38 12.4
 FY4257
 FY4257|---------------------------------------------------------------------|
 FY4257| PID    Reference Object                     Distance      Geod. Az  |
 FY4257|                                                           dddmmss.s |
 FY4257| FY4256 58 WEST                             APPROX. 0.5 KM 3003119.5 |
 FY4257|---------------------------------------------------------------------|
 FY4257
 FY4257                          SUPERSEDED SURVEY CONTROL
 FY4257
 FY4257  NAD 83(1986)-  36 36 07.30339(N)    079 30 55.62962(W) AD(       ) 2
 FY4257  NGVD 29 (03/09/92)  197.7    (m)          649.     (f) GPS OBS        
 FY4257
 FY4257.Superseded values are not recommended for survey control.
 FY4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4257.See file dsdata.txt to determine how the superseded data were derived.
 FY4257
 FY4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3277951751(NAD 83)
 FY4257_MARKER: DD = SURVEY DISK
 FY4257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4257_SP_SET: CONCRETE POST
 FY4257_STAMPING: 58 WEST AZIMUTH 1987
 FY4257_MARK LOGO: NONE  
 FY4257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4257+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 FY4257
 FY4257  HISTORY     - Date     Condition        Report By
 FY4257  HISTORY     - 1987     MONUMENTED       RBNF
 FY4257  HISTORY     - 19910109 GOOD
 FY4257
 FY4257                          STATION DESCRIPTION
 FY4257
 FY4257'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4257'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, NEAR THE CITY OF
 FY4257'DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4257'DANVILLE, PROCEED NORTH ALONG U.S. ROUTE 29 (MAIN STREET) 0.9 KM
 FY4257'(0.6 MI) TO THE INTERSECTION OF U.S. ROUTE 29 AND U.S. ROUTE 58 WEST
 FY4257'(RIVERSIDE DRIVE), THENCE WEST 13.12 KM (8.15 MI) ALONG U.S.ROUTE 58
 FY4257'TO THE AZIMUTH LOCATED IN THE MEDIAN, NEAR A POWER POLE.
 FY4257'STATION 58 WEST AZIMUTH MARK IS A STANDARD BRASS DISK SET IN CONCRETE
 FY4257'FLUSH WITH THE GROUND SURFACE, STAMPED 58 WEST AZIMUTH 1987.  THE
 FY4257'DISK IS LOCATED 0.88 KM (0.55 MI) NORTHWEST OF THE INTERSECTION OF
 FY4257'U.S. ROUTE 58 AND KINGSTON ROAD, IN THE GRASS MEDIAN OF U.S.ROUTE 58,
 FY4257'5.64 M (18.50 FT) SOUTHWEST OF THE CENTER LINE OF THE WESTBOUND LANES
 FY4257'OF U.S. ROUTE 58 AND 2.74 M (8.99 FT) NORTHWEST OF C OF D POWER POLE
 FY4257'NUMBER 7/33.  A FIBERGLASS WITNESS POST IS LOCATED 1.10 M (3.61 FT)
 FY4257'SOUTHWEST OF THE MONUMENT.
 FY4257
 FY4257                          STATION RECOVERY (1991)
 FY4257
 FY4257'RECOVERED 1991
 FY4257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2686 ***********************************************************************
 GV2686  DESIGNATION -  580 C OF R
 GV2686  PID         -  GV2686
 GV2686  STATE/COUNTY-  VA/CHESTERFIELD
 GV2686  USGS QUAD   -  BON AIR (1994)
 GV2686
 GV2686                         *CURRENT SURVEY CONTROL
 GV2686  ___________________________________________________________________
 GV2686* NAD 83(1986)-  37 32 26.     (N)    077 34 37.     (W)     SCALED    
 GV2686* NAVD 88     -        93.919  (meters)     308.13   (feet)  ADJUSTED  
 GV2686  ___________________________________________________________________
 GV2686  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV2686  DYNAMIC HT  -          93.854 (meters)     307.92  (feet)  COMP
 GV2686  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 GV2686
 GV2686  VERT ORDER  -  SECOND    CLASS 0
 GV2686
 GV2686.The horizontal coordinates were scaled from a topographic map and have
 GV2686.an estimated accuracy of +/- 6 seconds.
 GV2686
 GV2686.The orthometric height was determined by differential leveling
 GV2686.and adjusted by the National Geodetic Survey in June 1991..
 GV2686
 GV2686.The geoid height was determined by GEOID03.
 GV2686
 GV2686.The dynamic height is computed by dividing the NAVD 88
 GV2686.geopotential number by the normal gravity value computed on the
 GV2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2686.degrees latitude (g = 980.6199 gals.).
 GV2686
 GV2686.The modeled gravity was interpolated from observed gravity values.
 GV2686
 GV2686;                    North         East    Units  Estimated Accuracy
 GV2686;SPC VA S     - 1,134,370.    3,581,570.      MT  (+/- 180 meters Scaled)
 GV2686
 GV2686                          SUPERSEDED SURVEY CONTROL
 GV2686
 GV2686  NGVD 29 (??/??/??)   94.234  (m)          309.17   (f) ADJUSTED    2 0
 GV2686
 GV2686.Superseded values are not recommended for survey control.
 GV2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2686.See file dsdata.txt to determine how the superseded data were derived.
 GV2686
 GV2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG723579(NAD 83)
 GV2686_MARKER: DD = SURVEY DISK
 GV2686_SETTING: 0 = UNSPECIFIED SETTING
 GV2686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2686+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2686
 GV2686  HISTORY     - Date     Condition        Report By
 GV2686  HISTORY     - UNK      MONUMENTED       VA2060
 GV2686  HISTORY     - 1972     GOOD             NGS
 GV2686  HISTORY     - 1990     GOOD             USPSQD
 GV2686  HISTORY     - 20000107 GOOD             USPSQD
 GV2686  HISTORY     - 20041023 GOOD             USPSQD
 GV2686
 GV2686                          STATION DESCRIPTION
 GV2686
 GV2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2686'AT RICHMOND.
 GV2686'22 FEET SOUTHWEST OF THE CENTERLINE OF EVANSWAY LANE, 29 FEET EAST
 GV2686'OF THE CENTERLINE OF WESTGATE DRIVE, 32.5 FEET WEST OF A 1.3
 GV2686'FEET OAK, 63 FEET EAST OF A TELEPHONE POLE NO. 6716N, 75 FEET
 GV2686'WEST OF A VEPCO POLE NO. D092.
 GV2686
 GV2686                          STATION RECOVERY (1990)
 GV2686
 GV2686'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2686'RECOVERED IN GOOD CONDITION.
 GV2686
 GV2686                          STATION RECOVERY (2000)
 GV2686
 GV2686'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2686'RECOVERED IN GOOD CONDITION.
 GV2686
 GV2686                          STATION RECOVERY (2004)
 GV2686
 GV2686'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2680 ***********************************************************************
 GV2680  DESIGNATION -  581 C OF R
 GV2680  PID         -  GV2680
 GV2680  STATE/COUNTY-  VA/CHESTERFIELD
 GV2680  USGS QUAD   -  BON AIR (1994)
 GV2680
 GV2680                         *CURRENT SURVEY CONTROL
 GV2680  ___________________________________________________________________
 GV2680* NAD 83(1986)-  37 32 58.     (N)    077 35 19.     (W)     SCALED    
 GV2680* NAVD 88     -        61.210  (meters)     200.82   (feet)  ADJUSTED  
 GV2680  ___________________________________________________________________
 GV2680  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV2680  DYNAMIC HT  -          61.168 (meters)     200.68  (feet)  COMP
 GV2680  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 GV2680
 GV2680  VERT ORDER  -  SECOND    CLASS 0
 GV2680
 GV2680.The horizontal coordinates were scaled from a topographic map and have
 GV2680.an estimated accuracy of +/- 6 seconds.
 GV2680
 GV2680.The orthometric height was determined by differential leveling
 GV2680.and adjusted by the National Geodetic Survey in June 1991..
 GV2680
 GV2680.The geoid height was determined by GEOID03.
 GV2680
 GV2680.The dynamic height is computed by dividing the NAVD 88
 GV2680.geopotential number by the normal gravity value computed on the
 GV2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2680.degrees latitude (g = 980.6199 gals.).
 GV2680
 GV2680.The modeled gravity was interpolated from observed gravity values.
 GV2680
 GV2680;                    North         East    Units  Estimated Accuracy
 GV2680;SPC VA S     - 1,135,350.    3,580,530.      MT  (+/- 180 meters Scaled)
 GV2680
 GV2680                          SUPERSEDED SURVEY CONTROL
 GV2680
 GV2680  NGVD 29 (??/??/??)   61.525  (m)          201.85   (f) ADJUSTED    2 0
 GV2680
 GV2680.Superseded values are not recommended for survey control.
 GV2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2680.See file dsdata.txt to determine how the superseded data were derived.
 GV2680
 GV2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG713589(NAD 83)
 GV2680_MARKER: DD = SURVEY DISK
 GV2680_SETTING: 0 = UNSPECIFIED SETTING
 GV2680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2680+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2680
 GV2680  HISTORY     - Date     Condition        Report By
 GV2680  HISTORY     - UNK      MONUMENTED       VA2060
 GV2680  HISTORY     - 1972     GOOD             NGS
 GV2680  HISTORY     - 1990     GOOD             USPSQD
 GV2680  HISTORY     - 20000107 GOOD             USPSQD
 GV2680  HISTORY     - 20041023 GOOD             USPSQD
 GV2680
 GV2680                          STATION DESCRIPTION
 GV2680
 GV2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2680'AT RICHMOND.
 GV2680'27 FEET NORTHEAST OF THE CENTERLINE OF MARGATE DRIVE, 27.5 FEET
 GV2680'SOUTHEAST OF THE CENTERLINE OF APACHE ROAD, 58.5 FEET SOUTHEAST
 GV2680'OF TELEPHONE POLE NO. 6742B, 78.5 FEET NORTHEAST OF A FIRE HYDRANT
 GV2680'SOUTH OF APACHE ROAD, 119 FEET WEST OF THE NORTH CORNER OF A
 GV2680'TRI-LEVEL BRICK HOUSE NO. 10415 APACHE ROAD.
 GV2680
 GV2680                          STATION RECOVERY (1990)
 GV2680
 GV2680'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2680'RECOVERED IN GOOD CONDITION.
 GV2680
 GV2680                          STATION RECOVERY (2000)
 GV2680
 GV2680'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2680'RECOVERED IN GOOD CONDITION.
 GV2680
 GV2680                          STATION RECOVERY (2004)
 GV2680
 GV2680'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2680'THE MARK IS 7.85 FT NORTH EAST FROM FIRE HYDRANT NOT 78.5FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0583 ***********************************************************************
 HW0583  DESIGNATION -  581.7
 HW0583  PID         -  HW0583
 HW0583  STATE/COUNTY-  VA/MADISON
 HW0583  USGS QUAD   -  ROCHELLE (1987)
 HW0583
 HW0583                         *CURRENT SURVEY CONTROL
 HW0583  ___________________________________________________________________
 HW0583* NAD 83(1986)-  38 17 43.     (N)    078 20 46.     (W)     SCALED    
 HW0583* NAVD 88     -       177.032  (meters)     580.81   (feet)  ADJUSTED  
 HW0583  ___________________________________________________________________
 HW0583  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0583  DYNAMIC HT  -         176.911 (meters)     580.42  (feet)  COMP
 HW0583  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HW0583
 HW0583  VERT ORDER  -  SECOND    CLASS 0
 HW0583
 HW0583.The horizontal coordinates were scaled from a topographic map and have
 HW0583.an estimated accuracy of +/- 6 seconds.
 HW0583
 HW0583.The orthometric height was determined by differential leveling
 HW0583.and adjusted by the National Geodetic Survey in June 1991..
 HW0583
 HW0583.The geoid height was determined by GEOID03.
 HW0583
 HW0583.The dynamic height is computed by dividing the NAVD 88
 HW0583.geopotential number by the normal gravity value computed on the
 HW0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0583.degrees latitude (g = 980.6199 gals.).
 HW0583
 HW0583.The modeled gravity was interpolated from observed gravity values.
 HW0583
 HW0583;                    North         East    Units  Estimated Accuracy
 HW0583;SPC VA N     - 2,069,790.    3,513,460.      MT  (+/- 180 meters Scaled)
 HW0583
 HW0583                          SUPERSEDED SURVEY CONTROL
 HW0583
 HW0583  NGVD 29 (??/??/92)  177.235  (m)          581.48   (f) ADJ UNCH    2 0
 HW0583
 HW0583.Superseded values are not recommended for survey control.
 HW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0583.See file dsdata.txt to determine how the superseded data were derived.
 HW0583
 HW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC320419(NAD 83)
 HW0583_MARKER: N = NAIL
 HW0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0583_SP_SET: TREE
 HW0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0583
 HW0583  HISTORY     - Date     Condition        Report By
 HW0583  HISTORY     - UNK      MONUMENTED       USGS
 HW0583  HISTORY     - 1935     GOOD             NGS
 HW0583
 HW0583                          STATION DESCRIPTION
 HW0583
 HW0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0583'5.1 MI SE FROM WOLFTOWN.
 HW0583'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 230 AND U.S. HIGHWAY
 HW0583'29 FROM THE POST OFFICE AT WOLFTOWN, MADISON COUNTY, ABOUT 60
 HW0583'FEET EAST OF A POINT 30 FEET SOUTH OF THE JUNCTION OF A T-ROAD
 HW0583'LEADING NORTH, 20 FEET SOUTHEAST OF A GATE, 10 FEET FROM THE
 HW0583'FENCE, AND IN THE NORTH ROOT OF A 40-INCH OAK TREE.  A UNITED
 HW0583'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2688 ***********************************************************************
 GV2688  DESIGNATION -  582 C OF R
 GV2688  PID         -  GV2688
 GV2688  STATE/COUNTY-  VA/CHESTERFIELD
 GV2688  USGS QUAD   -  BON AIR (1994)
 GV2688
 GV2688                         *CURRENT SURVEY CONTROL
 GV2688  ___________________________________________________________________
 GV2688* NAD 83(1986)-  37 32 07.     (N)    077 34 21.     (W)     SCALED    
 GV2688* NAVD 88     -        95.045  (meters)     311.83   (feet)  ADJUSTED  
 GV2688  ___________________________________________________________________
 GV2688  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV2688  DYNAMIC HT  -          94.979 (meters)     311.61  (feet)  COMP
 GV2688  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 GV2688
 GV2688  VERT ORDER  -  SECOND    CLASS 0
 GV2688
 GV2688.The horizontal coordinates were scaled from a topographic map and have
 GV2688.an estimated accuracy of +/- 6 seconds.
 GV2688
 GV2688.The orthometric height was determined by differential leveling
 GV2688.and adjusted by the National Geodetic Survey in June 1991..
 GV2688
 GV2688.The geoid height was determined by GEOID03.
 GV2688
 GV2688.The dynamic height is computed by dividing the NAVD 88
 GV2688.geopotential number by the normal gravity value computed on the
 GV2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2688.degrees latitude (g = 980.6199 gals.).
 GV2688
 GV2688.The modeled gravity was interpolated from observed gravity values.
 GV2688
 GV2688;                    North         East    Units  Estimated Accuracy
 GV2688;SPC VA S     - 1,133,790.    3,581,970.      MT  (+/- 180 meters Scaled)
 GV2688
 GV2688                          SUPERSEDED SURVEY CONTROL
 GV2688
 GV2688  NGVD 29 (??/??/??)   95.360  (m)          312.86   (f) ADJUSTED    2 0
 GV2688
 GV2688.Superseded values are not recommended for survey control.
 GV2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2688.See file dsdata.txt to determine how the superseded data were derived.
 GV2688
 GV2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG727573(NAD 83)
 GV2688_MARKER: DD = SURVEY DISK
 GV2688_SETTING: 0 = UNSPECIFIED SETTING
 GV2688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2688+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2688
 GV2688  HISTORY     - Date     Condition        Report By
 GV2688  HISTORY     - UNK      MONUMENTED       VA2060
 GV2688  HISTORY     - 1972     GOOD             NGS
 GV2688  HISTORY     - 20000107 GOOD             USPSQD
 GV2688  HISTORY     - 20041023 GOOD             USPSQD
 GV2688
 GV2688                          STATION DESCRIPTION
 GV2688
 GV2688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2688'AT RICHMOND.
 GV2688'21.5 FEET EAST OF THE CENTERLINE OF CLARENDON DRIVE, 21.5 FEET
 GV2688'NORTH OF THE CENTERLINE OF CHANNING LANE, 30 FEET NORTHEAST OF
 GV2688'A SEWER MANHOLE AT THE CENTERLINE OF CHANNING LANE AND CLARENDON
 GV2688'DRIVE, 39.5 FEET SOUTHWEST OF A 1.3 FEET PINE, 57 FEET WEST OF A
 GV2688'1.5 FEET PINE.
 GV2688
 GV2688                          STATION RECOVERY (2000)
 GV2688
 GV2688'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2688'RECOVERED IN GOOD CONDITION.
 GV2688
 GV2688                          STATION RECOVERY (2004)
 GV2688
 GV2688'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2685 ***********************************************************************
 GV2685  DESIGNATION -  583 C OF R
 GV2685  PID         -  GV2685
 GV2685  STATE/COUNTY-  VA/CHESTERFIELD
 GV2685  USGS QUAD   -  BON AIR (1994)
 GV2685
 GV2685                         *CURRENT SURVEY CONTROL
 GV2685  ___________________________________________________________________
 GV2685* NAD 83(1986)-  37 32 07.     (N)    077 34 51.     (W)     SCALED    
 GV2685* NAVD 88     -       101.305  (meters)     332.36   (feet)  ADJUSTED  
 GV2685  ___________________________________________________________________
 GV2685  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV2685  DYNAMIC HT  -         101.235 (meters)     332.14  (feet)  COMP
 GV2685  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 GV2685
 GV2685  VERT ORDER  -  SECOND    CLASS 0
 GV2685
 GV2685.The horizontal coordinates were scaled from a topographic map and have
 GV2685.an estimated accuracy of +/- 6 seconds.
 GV2685
 GV2685.The orthometric height was determined by differential leveling
 GV2685.and adjusted by the National Geodetic Survey in June 1991..
 GV2685
 GV2685.The geoid height was determined by GEOID03.
 GV2685
 GV2685.The dynamic height is computed by dividing the NAVD 88
 GV2685.geopotential number by the normal gravity value computed on the
 GV2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2685.degrees latitude (g = 980.6199 gals.).
 GV2685
 GV2685.The modeled gravity was interpolated from observed gravity values.
 GV2685
 GV2685;                    North         East    Units  Estimated Accuracy
 GV2685;SPC VA S     - 1,133,780.    3,581,230.      MT  (+/- 180 meters Scaled)
 GV2685
 GV2685                          SUPERSEDED SURVEY CONTROL
 GV2685
 GV2685  NGVD 29 (??/??/??)  101.620  (m)          333.40   (f) ADJUSTED    2 0
 GV2685
 GV2685.Superseded values are not recommended for survey control.
 GV2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2685.See file dsdata.txt to determine how the superseded data were derived.
 GV2685
 GV2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG719573(NAD 83)
 GV2685_MARKER: DD = SURVEY DISK
 GV2685_SETTING: 0 = UNSPECIFIED SETTING
 GV2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2685+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2685
 GV2685  HISTORY     - Date     Condition        Report By
 GV2685  HISTORY     - UNK      MONUMENTED       VA2060
 GV2685  HISTORY     - 1972     GOOD             NGS
 GV2685  HISTORY     - 1990     GOOD             USPSQD
 GV2685  HISTORY     - 20000107 GOOD             USPSQD
 GV2685  HISTORY     - 20041023 GOOD             USPSQD
 GV2685
 GV2685                          STATION DESCRIPTION
 GV2685
 GV2685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2685'AT RICHMOND.
 GV2685'28 FEET SOUTH OF THE CENTERLINE OF MAPLESTEAD LANE, 22.5 FEET
 GV2685'WEST OF THE CENTERLINE OF SCARSBOROUGH DRIVE, 11.5 FEET
 GV2685'NORTHEAST OF A TELEPHONE POLE NO. 6827F, 25.5 FEET NORTHWEST OF A
 GV2685'FIRE HYDRANT WEST OF SCARSBOROUGH DRIVE, 35.5 FEET SOUTHWEST OF
 GV2685'A SEWER MANHOLE AT THE CENTERLINE OF MAPLESTEAD LANE AND
 GV2685'SCARSBOROUGH DRIVE.
 GV2685
 GV2685                          STATION RECOVERY (1990)
 GV2685
 GV2685'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2685'RECOVERED IN GOOD CONDITION.
 GV2685
 GV2685                          STATION RECOVERY (2000)
 GV2685
 GV2685'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2685'RECOVERED IN GOOD CONDITION.
 GV2685
 GV2685                          STATION RECOVERY (2004)
 GV2685
 GV2685'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0488 ***********************************************************************
 GX0488  DESIGNATION -  583+96
 GX0488  PID         -  GX0488
 GX0488  STATE/COUNTY-  VA/GILES
 GX0488  USGS QUAD   -  EGGLESTON (1985)
 GX0488
 GX0488                         *CURRENT SURVEY CONTROL
 GX0488  ___________________________________________________________________
 GX0488* NAD 83(1986)-  37 15 17.     (N)    080 36 49.     (W)     SCALED    
 GX0488* NAVD 88     -       508.450  (meters)    1668.14   (feet)  ADJUSTED  
 GX0488  ___________________________________________________________________
 GX0488  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GX0488  DYNAMIC HT  -         508.010 (meters)    1666.70  (feet)  COMP
 GX0488  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 GX0488
 GX0488  VERT ORDER  -  SECOND    CLASS 0
 GX0488
 GX0488.The horizontal coordinates were scaled from a topographic map and have
 GX0488.an estimated accuracy of +/- 6 seconds.
 GX0488
 GX0488.The orthometric height was determined by differential leveling
 GX0488.and adjusted by the National Geodetic Survey in June 1991..
 GX0488
 GX0488.The geoid height was determined by GEOID03.
 GX0488
 GX0488.The dynamic height is computed by dividing the NAVD 88
 GX0488.geopotential number by the normal gravity value computed on the
 GX0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0488.degrees latitude (g = 980.6199 gals.).
 GX0488
 GX0488.The modeled gravity was interpolated from observed gravity values.
 GX0488
 GX0488;                    North         East    Units  Estimated Accuracy
 GX0488;SPC VA S     - 1,104,350.    3,312,520.      MT  (+/- 180 meters Scaled)
 GX0488
 GX0488                          SUPERSEDED SURVEY CONTROL
 GX0488
 GX0488  NGVD 29 (??/??/92)  508.578  (m)         1668.56   (f) ADJ UNCH    2 0
 GX0488
 GX0488.Superseded values are not recommended for survey control.
 GX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0488.See file dsdata.txt to determine how the superseded data were derived.
 GX0488
 GX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB342232(NAD 83)
 GX0488_MARKER: B = BOLT
 GX0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0488_SP_SET: CULVERT
 GX0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0488
 GX0488  HISTORY     - Date     Condition        Report By
 GX0488  HISTORY     - UNK      MONUMENTED       NWRR
 GX0488  HISTORY     - 1935     GOOD             NGS
 GX0488
 GX0488                          STATION DESCRIPTION
 GX0488
 GX0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0488'2.9 MI S FROM EGGLESTON.
 GX0488'2.9 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0488'STATION AT EGGLESTON, 60 YARDS SOUTH OF THE STATION AT BERTON, 150
 GX0488'YARDS SOUTH OF MILEPOST 313, AT A STONE-ARCH CULVERT OVER A DIRT
 GX0488'ROAD, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL,
 GX0488'2-1/2 YARDS EAST OF THE EAST RAIL OF THE WEST-BOUND TRACK, AND
 GX0488'ABOUT 6 INCHES HIGHER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2666 ***********************************************************************
 GV2666  DESIGNATION -  584 C OF R
 GV2666  PID         -  GV2666
 GV2666  STATE/COUNTY-  VA/CHESTERFIELD
 GV2666  USGS QUAD   -  BON AIR (1994)
 GV2666
 GV2666                         *CURRENT SURVEY CONTROL
 GV2666  ___________________________________________________________________
 GV2666* NAD 83(1986)-  37 32 38.     (N)    077 33 14.     (W)     SCALED    
 GV2666* NAVD 88     -        80.780  (meters)     265.03   (feet)  ADJUSTED  
 GV2666  ___________________________________________________________________
 GV2666  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV2666  DYNAMIC HT  -          80.725 (meters)     264.85  (feet)  COMP
 GV2666  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 GV2666
 GV2666  VERT ORDER  -  SECOND    CLASS 0
 GV2666
 GV2666.The horizontal coordinates were scaled from a topographic map and have
 GV2666.an estimated accuracy of +/- 6 seconds.
 GV2666
 GV2666.The orthometric height was determined by differential leveling
 GV2666.and adjusted by the National Geodetic Survey in June 1991..
 GV2666
 GV2666.The geoid height was determined by GEOID03.
 GV2666
 GV2666.The dynamic height is computed by dividing the NAVD 88
 GV2666.geopotential number by the normal gravity value computed on the
 GV2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2666.degrees latitude (g = 980.6199 gals.).
 GV2666
 GV2666.The modeled gravity was interpolated from observed gravity values.
 GV2666
 GV2666;                    North         East    Units  Estimated Accuracy
 GV2666;SPC VA S     - 1,134,760.    3,583,610.      MT  (+/- 180 meters Scaled)
 GV2666
 GV2666                          SUPERSEDED SURVEY CONTROL
 GV2666
 GV2666  NGVD 29 (??/??/??)   81.096  (m)          266.06   (f) ADJUSTED    2 0
 GV2666
 GV2666.Superseded values are not recommended for survey control.
 GV2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2666.See file dsdata.txt to determine how the superseded data were derived.
 GV2666
 GV2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG743582(NAD 83)
 GV2666_MARKER: DD = SURVEY DISK
 GV2666_SETTING: 0 = UNSPECIFIED SETTING
 GV2666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2666
 GV2666  HISTORY     - Date     Condition        Report By
 GV2666  HISTORY     - UNK      MONUMENTED       VA2060
 GV2666  HISTORY     - 1972     GOOD             NGS
 GV2666  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2666  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2666
 GV2666                          STATION DESCRIPTION
 GV2666
 GV2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2666'AT RICHMOND.
 GV2666'52.5 FEET SOUTHEAST OF THE CENTERLINE OF HUGUENOT ROAD, 21 FEET
 GV2666'NORTHEAST OF THE CENTERLINE OF RUBIMONT ROAD, 45 FEET SOUTH OF
 GV2666'A FIRE HYDRANT SOUTH OF HUGUENOT ROAD, 73 FEET NORTHEAST OF
 GV2666'VEPCO POLE NO. RB14, 88.5 FEET SOUTH OF A CONCRETE LIGHT POLE
 GV2666'NO. RB07.
 GV2666
 GV2666                          STATION RECOVERY (2000)
 GV2666
 GV2666'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2666'MARK NOT FOUND.
 GV2666
 GV2666                          STATION RECOVERY (2004)
 GV2666
 GV2666'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2666'WIDEING OF THE ROAD AND IMPROVEMENTS AT THE LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2660 ***********************************************************************
 GV2660  DESIGNATION -  585 C OF R
 GV2660  PID         -  GV2660
 GV2660  STATE/COUNTY-  VA/CHESTERFIELD
 GV2660  USGS QUAD   -  BON AIR (1994)
 GV2660
 GV2660                         *CURRENT SURVEY CONTROL
 GV2660  ___________________________________________________________________
 GV2660* NAD 83(1986)-  37 32 38.     (N)    077 32 37.     (W)     SCALED    
 GV2660* NAVD 88     -        55.851  (meters)     183.24   (feet)  ADJUSTED  
 GV2660  ___________________________________________________________________
 GV2660  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV2660  DYNAMIC HT  -          55.813 (meters)     183.11  (feet)  COMP
 GV2660  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 GV2660
 GV2660  VERT ORDER  -  SECOND    CLASS 0
 GV2660
 GV2660.The horizontal coordinates were scaled from a topographic map and have
 GV2660.an estimated accuracy of +/- 6 seconds.
 GV2660
 GV2660.The orthometric height was determined by differential leveling
 GV2660.and adjusted by the National Geodetic Survey in June 1991..
 GV2660
 GV2660.The geoid height was determined by GEOID03.
 GV2660
 GV2660.The dynamic height is computed by dividing the NAVD 88
 GV2660.geopotential number by the normal gravity value computed on the
 GV2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2660.degrees latitude (g = 980.6199 gals.).
 GV2660
 GV2660.The modeled gravity was interpolated from observed gravity values.
 GV2660
 GV2660;                    North         East    Units  Estimated Accuracy
 GV2660;SPC VA S     - 1,134,770.    3,584,510.      MT  (+/- 180 meters Scaled)
 GV2660
 GV2660                          SUPERSEDED SURVEY CONTROL
 GV2660
 GV2660  NGVD 29 (??/??/??)   56.167  (m)          184.27   (f) ADJUSTED    2 0
 GV2660
 GV2660.Superseded values are not recommended for survey control.
 GV2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2660.See file dsdata.txt to determine how the superseded data were derived.
 GV2660
 GV2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG752582(NAD 83)
 GV2660_MARKER: DD = SURVEY DISK
 GV2660_SETTING: 0 = UNSPECIFIED SETTING
 GV2660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2660+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2660
 GV2660  HISTORY     - Date     Condition        Report By
 GV2660  HISTORY     - UNK      MONUMENTED       VA2060
 GV2660  HISTORY     - 1972     GOOD             NGS
 GV2660  HISTORY     - 1987     GOOD             USPSQD
 GV2660  HISTORY     - 20000113 GOOD             USPSQD
 GV2660  HISTORY     - 20041023 GOOD             USPSQD
 GV2660
 GV2660                          STATION DESCRIPTION
 GV2660
 GV2660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2660'AT RICHMOND.
 GV2660'AT THE CENTERLINE OF LETHBRIDGE ROAD PROJECTED, 15.5 FEET SOUTHEAST
 GV2660'OF THE CENTERLINE OF ARCHDALE ROAD, 12.5 FEET SOUTHWEST OF A FIRE
 GV2660'HYDRANT EAST OF ARCHDALE ROAD, 20.5 FEET SOUTHEAST OF A SEWER
 GV2660'MANHOLE, 44.5 FEET NORTHWEST OF A 1.4 FEET OAK, 22 FEET NORTHWEST
 GV2660'OF A 1.2 FEET PINE, 45.5 FEET NORTH OF A 1 FOOT PINE.
 GV2660
 GV2660                          STATION RECOVERY (1987)
 GV2660
 GV2660'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 GV2660'RECOVERED IN GOOD CONDITION.
 GV2660
 GV2660                          STATION RECOVERY (2000)
 GV2660
 GV2660'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2660'RECOVERED IN GOOD CONDITION.
 GV2660
 GV2660                          STATION RECOVERY (2004)
 GV2660
 GV2660'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0118 ***********************************************************************
 HW0118  DESIGNATION -  586.7
 HW0118  PID         -  HW0118
 HW0118  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0118  USGS QUAD   -  WASHINGTON (1994)
 HW0118
 HW0118                         *CURRENT SURVEY CONTROL
 HW0118  ___________________________________________________________________
 HW0118* NAD 83(1986)-  38 38 30.     (N)    078 12 13.     (W)     SCALED    
 HW0118* NAVD 88     -       178.627  (meters)     586.05   (feet)  ADJUSTED  
 HW0118  ___________________________________________________________________
 HW0118  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW0118  DYNAMIC HT  -         178.510 (meters)     585.66  (feet)  COMP
 HW0118  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 HW0118
 HW0118  VERT ORDER  -  SECOND    CLASS 0
 HW0118
 HW0118.The horizontal coordinates were scaled from a topographic map and have
 HW0118.an estimated accuracy of +/- 6 seconds.
 HW0118
 HW0118.The orthometric height was determined by differential leveling
 HW0118.and adjusted by the National Geodetic Survey in June 1991..
 HW0118
 HW0118.The geoid height was determined by GEOID03.
 HW0118
 HW0118.The dynamic height is computed by dividing the NAVD 88
 HW0118.geopotential number by the normal gravity value computed on the
 HW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0118.degrees latitude (g = 980.6199 gals.).
 HW0118
 HW0118.The modeled gravity was interpolated from observed gravity values.
 HW0118
 HW0118;                    North         East    Units  Estimated Accuracy
 HW0118;SPC VA N     - 2,108,270.    3,525,800.      MT  (+/- 180 meters Scaled)
 HW0118
 HW0118                          SUPERSEDED SURVEY CONTROL
 HW0118
 HW0118  NGVD 29 (??/??/92)  178.834  (m)          586.72   (f) ADJ UNCH    2 0
 HW0118
 HW0118.Superseded values are not recommended for survey control.
 HW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0118.See file dsdata.txt to determine how the superseded data were derived.
 HW0118
 HW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC433807(NAD 83)
 HW0118_MARKER: Q = CHISELED SQUARE
 HW0118_SETTING: 66 = SET IN ROCK OUTCROP
 HW0118_SP_SET: ROCK OUTCROP
 HW0118_STAMPING: 586.7 1934 USGS
 HW0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0118+STABILITY: POSITION/ELEVATION WELL
 HW0118
 HW0118  HISTORY     - Date     Condition        Report By
 HW0118  HISTORY     - 1934     MONUMENTED       USGS
 HW0118  HISTORY     - 1934     MARK NOT FOUND   NGS
 HW0118
 HW0118                          STATION DESCRIPTION
 HW0118
 HW0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0118'1.5 MI SE FROM SPERRYVILLE.
 HW0118'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 HW0118'AT SPERRYVILLE, RAPPAHANNOCK COUNTY, AT A GATE AT THE NORTHEAST
 HW0118'END OF A FARM, ABOUT 30 YARDS WEST OF POLE 617, ABOUT 9 YARDS
 HW0118'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF A ROCK
 HW0118'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A CHISELED
 HW0118'SQUARE, MARKED BY THE LETTERS USBM 586.7.  NOTE-- THIS BENCH MARK
 HW0118'WAS SEARCH FOR BUT NOT RECOVERED IN 1941 AND 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0123 ***********************************************************************
 HW0123  DESIGNATION -  586.9
 HW0123  PID         -  HW0123
 HW0123  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0123  USGS QUAD   -  WOODVILLE (1994)
 HW0123
 HW0123                         *CURRENT SURVEY CONTROL
 HW0123  ___________________________________________________________________
 HW0123* NAD 83(1986)-  38 35 57.     (N)    078 10 10.     (W)     SCALED    
 HW0123* NAVD 88     -       178.66   (+/-2cm)     586.2    (feet)  VERTCON   
 HW0123  ___________________________________________________________________
 HW0123  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0123
 HW0123  VERT ORDER  -  ? (See Below)
 HW0123
 HW0123.The horizontal coordinates were scaled from a topographic map and have
 HW0123.an estimated accuracy of +/- 6 seconds.
 HW0123
 HW0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0123.The vertical order pertains to the NGVD 29 superseded value.
 HW0123
 HW0123.The geoid height was determined by GEOID03.
 HW0123
 HW0123;                    North         East    Units  Estimated Accuracy
 HW0123;SPC VA N     - 2,103,560.    3,528,790.      MT  (+/- 180 meters Scaled)
 HW0123
 HW0123                          SUPERSEDED SURVEY CONTROL
 HW0123
 HW0123  NGVD 29 (??/??/92)  178.857  (m)          586.80   (f) ADJ UNCH    ?  
 HW0123
 HW0123.Superseded values are not recommended for survey control.
 HW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0123.See file dsdata.txt to determine how the superseded data were derived.
 HW0123
 HW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC465760(NAD 83)
 HW0123_MARKER: Q = CHISELED SQUARE
 HW0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0123_SP_SET: BRIDGE
 HW0123_STAMPING: USBM 586.9
 HW0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0123
 HW0123  HISTORY     - Date     Condition        Report By
 HW0123  HISTORY     - UNK      MONUMENTED       USGS
 HW0123  HISTORY     - 1941     MARK NOT FOUND   NGS
 HW0123
 HW0123                          STATION DESCRIPTION
 HW0123
 HW0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0123'0.6 MI SE FROM WOODVILLE.
 HW0123'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 HW0123'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, AT A BRIDGE, ON THE
 HW0123'TOP OF THE NORTH END OF THE EAST COPING, ABOUT 3-1/2 YARDS EAST
 HW0123'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN
 HW0123'THE HIGHWAY.  A CHISELED SQUARE, MARKED BY THE LETTERS USBM 586.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5832 ***********************************************************************
 GV5832  DESIGNATION -  59
 GV5832  PID         -  GV5832
 GV5832  STATE/COUNTY-  VA/CHESTERFIELD
 GV5832  USGS QUAD   -  BON AIR (1994)
 GV5832
 GV5832                         *CURRENT SURVEY CONTROL
 GV5832  ___________________________________________________________________
 GV5832* NAD 83(1993)-  37 31 58.21017(N)    077 35 08.86842(W)     ADJUSTED  
 GV5832* NAVD 88     -       100.12   (+/-2cm)     328.5    (feet)  VERTCON   
 GV5832  ___________________________________________________________________
 GV5832  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV5832  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV5832
 GV5832  HORZ ORDER  -  SECOND
 GV5832  VERT ORDER  -  THIRD ? (See Below)
 GV5832
 GV5832.The horizontal coordinates were established by classical geodetic methods
 GV5832.and adjusted by the National Geodetic Survey in November 1994..
 GV5832
 GV5832.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5832.The vertical order pertains to the NGVD 29 superseded value.
 GV5832
 GV5832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5832
 GV5832.The geoid height was determined by GEOID03.
 GV5832
 GV5832;                    North         East     Units Scale Factor Converg.
 GV5832;SPC VA S     - 1,133,506.674 3,580,798.074   MT  0.99994955   +0 33 17.5
 GV5832;SPC VA S     - 3,718,846.48 11,748,001.68   sFT  0.99994955   +0 33 17.5
 GV5832;UTM  18      - 4,157,126.432   271,521.178   MT  1.00024306   -1 34 33.6
 GV5832
 GV5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5832!SPC VA S     -   0.99998943  x   0.99994955  =   0.99993898
 GV5832!UTM  18      -   0.99998943  x   1.00024306  =   1.00023249
 GV5832
 GV5832:                Primary Azimuth Mark                     Grid Az
 GV5832:SPC VA S     -  60                                       008 55 21.4
 GV5832:UTM  18      -  60                                       011 03 12.5
 GV5832
 GV5832|---------------------------------------------------------------------|
 GV5832| PID    Reference Object                     Distance      Geod. Az  |
 GV5832|                                                           dddmmss.s |
 GV5832| GV5831 60                                  APPROX. 0.6 KM 0092838.9 |
 GV5832| GV5824 58                                  APPROX. 0.6 KM 0992814.1 |
 GV5832| DC5516 59 RM                                13.543 METERS 28043     |
 GV5832|---------------------------------------------------------------------|
 GV5832
 GV5832                          SUPERSEDED SURVEY CONTROL
 GV5832
 GV5832  NAD 83(1986)-  37 31 58.21641(N)    077 35 08.88518(W) AD(       ) 2
 GV5832  NAD 27      -  37 31 57.68418(N)    077 35 09.92871(W) AD(       ) 2
 GV5832  NGVD 29 (07/19/86)  100.42   (m)          329.5    (f) LEVELING    3  
 GV5832
 GV5832.Superseded values are not recommended for survey control.
 GV5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5832.See file dsdata.txt to determine how the superseded data were derived.
 GV5832
 GV5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7152157126(NAD 83)
 GV5832_MARKER: Z = SEE DESCRIPTION
 GV5832_SETTING: 0 = UNSPECIFIED SETTING
 GV5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5832+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV5832
 GV5832  HISTORY     - Date     Condition        Report By
 GV5832  HISTORY     - 1972     MONUMENTED       VA2060
 GV5832  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV5832  HISTORY     - 20000113 GOOD             USPSQD
 GV5832  HISTORY     - 20041023 GOOD             USPSQD
 GV5832
 GV5832                          STATION DESCRIPTION
 GV5832
 GV5832'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5832'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5832'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.
 GV5832'(ROUTE 147), THENCE WEST ON HUGUENOT RD. 1.25 MILES TO POINT
 GV5832'NO. 59.
 GV5832'
 GV5832'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5832'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5832'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5832'ABOUT 6 INCHES BELOW GROUND.
 GV5832'
 GV5832'7.7 FEET S. OF E. P OF HUGUENOT RD. (RT. 147), 18.4 FEET N. E. OF 6
 GV5832'INCH CEDAR TREE, 31.30 FEET S. E. OF POWER POLE NO. WI77.
 GV5832'
 GV5832'REFERENCE MARK, CENTER OF VDH RIGHT-OF-WAY MON. 11.0 FEET S. OF
 GV5832'E. P. OF HUGUENOT RD. (RT. 147), 34.0 FEET N. W. OF 6 INCH CEDAR
 GV5832'TREE, 13.2 FEET W. OF POWER POLE NO. WI77.
 GV5832'
 GV5832'DISTANCE BETWEEN PT. 59 AND R. M. IS 44.44 FT., 13.543 M.
 GV5832'
 GV5832'NEAREST TOWN--RICHMOND.
 GV5832
 GV5832                          STATION RECOVERY (1994)
 GV5832
 GV5832'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5832'MARK NOT FOUND.
 GV5832
 GV5832                          STATION RECOVERY (2000)
 GV5832
 GV5832'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5832'RECOVERED IN GOOD CONDITION.
 GV5832
 GV5832                          STATION RECOVERY (2004)
 GV5832
 GV5832'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8111 ***********************************************************************
 HV8111  DESIGNATION -  59 AFK USGS
 HV8111  PID         -  HV8111
 HV8111  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8111  USGS QUAD   -  SALEM CHURCH (1994)
 HV8111
 HV8111                         *CURRENT SURVEY CONTROL
 HV8111  ___________________________________________________________________
 HV8111* NAD 83(1986)-  38 17 29.     (N)    077 34 23.     (W)     SCALED    
 HV8111* NAVD 88     -       108.879  (meters)     357.21   (feet)  ADJUSTED  
 HV8111  ___________________________________________________________________
 HV8111  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV8111  DYNAMIC HT  -         108.810 (meters)     356.99  (feet)  COMP
 HV8111  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 HV8111
 HV8111  VERT ORDER  -  FIRST     CLASS II
 HV8111
 HV8111.The horizontal coordinates were scaled from a topographic map and have
 HV8111.an estimated accuracy of +/- 6 seconds.
 HV8111
 HV8111.The orthometric height was determined by differential leveling
 HV8111.and adjusted by the National Geodetic Survey in June 1991..
 HV8111
 HV8111.The geoid height was determined by GEOID03.
 HV8111
 HV8111.The dynamic height is computed by dividing the NAVD 88
 HV8111.geopotential number by the normal gravity value computed on the
 HV8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8111.degrees latitude (g = 980.6199 gals.).
 HV8111
 HV8111.The modeled gravity was interpolated from observed gravity values.
 HV8111
 HV8111;                    North         East    Units  Estimated Accuracy
 HV8111;SPC VA N     - 2,069,750.    3,581,090.      MT  (+/- 180 meters Scaled)
 HV8111
 HV8111                          SUPERSEDED SURVEY CONTROL
 HV8111
 HV8111.No superseded survey control is available for this station.
 HV8111
 HV8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH749412(NAD 83)
 HV8111_MARKER: DD = SURVEY DISK
 HV8111_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV8111+WITH SETTING: PAVEMENT
 HV8111_SP_SET: STEP
 HV8111_STAMPING: 59 AFK 1964 358
 HV8111_MARK LOGO: USGS  
 HV8111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8111+STABILITY: SURFACE MOTION
 HV8111
 HV8111  HISTORY     - Date     Condition        Report By
 HV8111  HISTORY     - 1964     MONUMENTED       USGS
 HV8111  HISTORY     - 1984     GOOD             NGS
 HV8111  HISTORY     - 19990407 GOOD             USPSQD
 HV8111
 HV8111                          STATION DESCRIPTION
 HV8111
 HV8111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8111'1.0 KM (0.6 MI) SE FROM CHANCELLOR.
 HV8111'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HV8111'SECONDARY STATE HIGHWAY 626 IN CHANCELLOR TO THE MARK ON THE RIGHT, AT
 HV8111'THE ZOAN BAPTIST CHURCH, IN TOP OF THE BOTTOM STEP OF THE BASEMENT
 HV8111'ENTRANCE ON THE NORTHWEST SIDE OF THE CHURCH, 2.32 METERS (7.6 FT)
 HV8111'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 HV8111'THE MARK IS 1.00 M BELOW GROUND LEVEL.
 HV8111
 HV8111                          STATION RECOVERY (1999)
 HV8111
 HV8111'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0862 ***********************************************************************
 GW0862  DESIGNATION -  590
 GW0862  PID         -  GW0862
 GW0862  STATE/COUNTY-  VA/BEDFORD
 GW0862  USGS QUAD   -  BIG ISLAND (1983)
 GW0862
 GW0862                         *CURRENT SURVEY CONTROL
 GW0862  ___________________________________________________________________
 GW0862* NAD 83(1986)-  37 30 33.     (N)    079 15 48.     (W)     SCALED    
 GW0862* NAVD 88     -       179.33   (+/-2cm)     588.4    (feet)  VERTCON   
 GW0862  ___________________________________________________________________
 GW0862  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW0862
 GW0862  VERT ORDER  -  ? (See Below)
 GW0862
 GW0862.The horizontal coordinates were scaled from a topographic map and have
 GW0862.an estimated accuracy of +/- 6 seconds.
 GW0862
 GW0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0862.The vertical order pertains to the NGVD 29 superseded value.
 GW0862
 GW0862.The geoid height was determined by GEOID03.
 GW0862
 GW0862;                    North         East    Units  Estimated Accuracy
 GW0862;SPC VA S     - 1,130,760.    3,432,510.      MT  (+/- 180 meters Scaled)
 GW0862
 GW0862                          SUPERSEDED SURVEY CONTROL
 GW0862
 GW0862  NGVD 29 (??/??/92)  179.540  (m)          589.04   (f) ADJ UNCH    ?  
 GW0862
 GW0862.Superseded values are not recommended for survey control.
 GW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0862.See file dsdata.txt to determine how the superseded data were derived.
 GW0862
 GW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB534527(NAD 83)
 GW0862_MARKER: Q = CHISELED SQUARE
 GW0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0862_SP_SET: DAM
 GW0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0862
 GW0862  HISTORY     - Date     Condition        Report By
 GW0862  HISTORY     - UNK      MONUMENTED       CORR
 GW0862  HISTORY     - 1936     GOOD             NGS
 GW0862
 GW0862                          STATION DESCRIPTION
 GW0862
 GW0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0862'0.6 MI N FROM HOLCOMB ROCK.
 GW0862'0.6 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM HOLCOMB
 GW0862'ROCK, 0.2 MILE SOUTHEAST OF MILEPOST 159, ON THE SOUTH END OF A
 GW0862'DAM, AND 9.2 FEET NORTH OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2677 ***********************************************************************
 GV2677  DESIGNATION -  591 C OF R
 GV2677  PID         -  GV2677
 GV2677  STATE/COUNTY-  VA/CHESTERFIELD
 GV2677  USGS QUAD   -  BON AIR (1994)
 GV2677
 GV2677                         *CURRENT SURVEY CONTROL
 GV2677  ___________________________________________________________________
 GV2677* NAD 83(1986)-  37 33 26.     (N)    077 34 33.     (W)     SCALED    
 GV2677* NAVD 88     -        44.699  (meters)     146.65   (feet)  ADJUSTED  
 GV2677  ___________________________________________________________________
 GV2677  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV2677  DYNAMIC HT  -          44.669 (meters)     146.55  (feet)  COMP
 GV2677  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 GV2677
 GV2677  VERT ORDER  -  SECOND    CLASS 0
 GV2677
 GV2677.The horizontal coordinates were scaled from a topographic map and have
 GV2677.an estimated accuracy of +/- 6 seconds.
 GV2677
 GV2677.The orthometric height was determined by differential leveling
 GV2677.and adjusted by the National Geodetic Survey in June 1991..
 GV2677
 GV2677.The geoid height was determined by GEOID03.
 GV2677
 GV2677.The dynamic height is computed by dividing the NAVD 88
 GV2677.geopotential number by the normal gravity value computed on the
 GV2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2677.degrees latitude (g = 980.6199 gals.).
 GV2677
 GV2677.The modeled gravity was interpolated from observed gravity values.
 GV2677
 GV2677;                    North         East    Units  Estimated Accuracy
 GV2677;SPC VA S     - 1,136,220.    3,581,650.      MT  (+/- 180 meters Scaled)
 GV2677
 GV2677                          SUPERSEDED SURVEY CONTROL
 GV2677
 GV2677  NGVD 29 (??/??/??)   45.015  (m)          147.69   (f) ADJUSTED    2 0
 GV2677
 GV2677.Superseded values are not recommended for survey control.
 GV2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2677.See file dsdata.txt to determine how the superseded data were derived.
 GV2677
 GV2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG724598(NAD 83)
 GV2677_MARKER: DD = SURVEY DISK
 GV2677_SETTING: 0 = UNSPECIFIED SETTING
 GV2677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2677+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2677
 GV2677  HISTORY     - Date     Condition        Report By
 GV2677  HISTORY     - UNK      MONUMENTED       VA2060
 GV2677  HISTORY     - 1972     GOOD             NGS
 GV2677  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2677  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2677  HISTORY     - 20041023 GOOD             USPSQD
 GV2677
 GV2677                          STATION DESCRIPTION
 GV2677
 GV2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2677'AT RICHMOND.
 GV2677'26.5 FEET WEST OF THE CENTERLINE OF SARATOGA ROAD, 19 FEET SOUTH
 GV2677'OF THE CENTERLINE OF CHEROKEE ROAD, 1.0 FEET NORTH OF THE WEST
 GV2677'END OF A 2.4 FEET CONCRETE CULVERT, 47 FEET NORTHWEST OF THE EAST
 GV2677'END OF SAME CONCRETE CULVERT, 72.5 FEET SOUTHWEST OF VEPCO POLE
 GV2677'NO. 106183.
 GV2677
 GV2677                          STATION RECOVERY (1990)
 GV2677
 GV2677'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2677'MARK NOT FOUND.
 GV2677
 GV2677                          STATION RECOVERY (2000)
 GV2677
 GV2677'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2677'MARK NOT FOUND.
 GV2677
 GV2677                          STATION RECOVERY (2004)
 GV2677
 GV2677'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2677'1 FOOT BELOW GROUND LEVEL AT EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2676 ***********************************************************************
 GV2676  DESIGNATION -  592 C OF R
 GV2676  PID         -  GV2676
 GV2676  STATE/COUNTY-  VA/CHESTERFIELD
 GV2676  USGS QUAD   -  BON AIR (1994)
 GV2676
 GV2676                         *CURRENT SURVEY CONTROL
 GV2676  ___________________________________________________________________
 GV2676* NAD 83(1986)-  37 33 18.     (N)    077 34 39.     (W)     SCALED    
 GV2676* NAVD 88     -        50.557  (meters)     165.87   (feet)  ADJUSTED  
 GV2676  ___________________________________________________________________
 GV2676  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV2676  DYNAMIC HT  -          50.522 (meters)     165.75  (feet)  COMP
 GV2676  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 GV2676
 GV2676  VERT ORDER  -  SECOND    CLASS 0
 GV2676
 GV2676.The horizontal coordinates were scaled from a topographic map and have
 GV2676.an estimated accuracy of +/- 6 seconds.
 GV2676
 GV2676.The orthometric height was determined by differential leveling
 GV2676.and adjusted by the National Geodetic Survey in June 1991..
 GV2676
 GV2676.The geoid height was determined by GEOID03.
 GV2676
 GV2676.The dynamic height is computed by dividing the NAVD 88
 GV2676.geopotential number by the normal gravity value computed on the
 GV2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2676.degrees latitude (g = 980.6199 gals.).
 GV2676
 GV2676.The modeled gravity was interpolated from observed gravity values.
 GV2676
 GV2676;                    North         East    Units  Estimated Accuracy
 GV2676;SPC VA S     - 1,135,970.    3,581,510.      MT  (+/- 180 meters Scaled)
 GV2676
 GV2676                          SUPERSEDED SURVEY CONTROL
 GV2676
 GV2676  NGVD 29 (??/??/??)   50.872  (m)          166.90   (f) ADJUSTED    2 0
 GV2676
 GV2676.Superseded values are not recommended for survey control.
 GV2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2676.See file dsdata.txt to determine how the superseded data were derived.
 GV2676
 GV2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG723595(NAD 83)
 GV2676_MARKER: DD = SURVEY DISK
 GV2676_SETTING: 0 = UNSPECIFIED SETTING
 GV2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2676+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2676
 GV2676  HISTORY     - Date     Condition        Report By
 GV2676  HISTORY     - UNK      MONUMENTED       VA2060
 GV2676  HISTORY     - 1972     GOOD             NGS
 GV2676  HISTORY     - 1990     GOOD             USPSQD
 GV2676  HISTORY     - 20000107 GOOD             USPSQD
 GV2676  HISTORY     - 20041023 GOOD             USPSQD
 GV2676
 GV2676                          STATION DESCRIPTION
 GV2676
 GV2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2676'AT RICHMOND.
 GV2676'IN CENTER OF HIGH-TENSION STEEL VEPCO TOWER NO. 86-47, 75 FEET
 GV2676'WEST OF THE CENTERLINE OF CHEYENNE ROAD, 75 FEET NORTHEAST OF THE
 GV2676'CENTERLINE OF PRIVATE DRIVE TO HOUSE NO. 4400 CHEYENNE ROAD.
 GV2676
 GV2676                          STATION RECOVERY (1990)
 GV2676
 GV2676'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2676'RECOVERED IN GOOD CONDITION.
 GV2676
 GV2676                          STATION RECOVERY (2000)
 GV2676
 GV2676'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2676'RECOVERED IN GOOD CONDITION.
 GV2676
 GV2676                          STATION RECOVERY (2004)
 GV2676
 GV2676'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2678 ***********************************************************************
 GV2678  DESIGNATION -  593 C OF R
 GV2678  PID         -  GV2678
 GV2678  STATE/COUNTY-  VA/CHESTERFIELD
 GV2678  USGS QUAD   -  BON AIR (1994)
 GV2678
 GV2678                         *CURRENT SURVEY CONTROL
 GV2678  ___________________________________________________________________
 GV2678* NAD 83(1986)-  37 33 26.     (N)    077 34 48.     (W)     SCALED    
 GV2678* NAVD 88     -        45.028  (meters)     147.73   (feet)  ADJUSTED  
 GV2678  ___________________________________________________________________
 GV2678  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV2678  DYNAMIC HT  -          44.997 (meters)     147.63  (feet)  COMP
 GV2678  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 GV2678
 GV2678  VERT ORDER  -  SECOND    CLASS 0
 GV2678
 GV2678.The horizontal coordinates were scaled from a topographic map and have
 GV2678.an estimated accuracy of +/- 6 seconds.
 GV2678
 GV2678.The orthometric height was determined by differential leveling
 GV2678.and adjusted by the National Geodetic Survey in June 1991..
 GV2678
 GV2678.The geoid height was determined by GEOID03.
 GV2678
 GV2678.The dynamic height is computed by dividing the NAVD 88
 GV2678.geopotential number by the normal gravity value computed on the
 GV2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2678.degrees latitude (g = 980.6199 gals.).
 GV2678
 GV2678.The modeled gravity was interpolated from observed gravity values.
 GV2678
 GV2678;                    North         East    Units  Estimated Accuracy
 GV2678;SPC VA S     - 1,136,220.    3,581,280.      MT  (+/- 180 meters Scaled)
 GV2678
 GV2678                          SUPERSEDED SURVEY CONTROL
 GV2678
 GV2678  NGVD 29 (??/??/??)   45.344  (m)          148.77   (f) ADJUSTED    2 0
 GV2678
 GV2678.Superseded values are not recommended for survey control.
 GV2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2678.See file dsdata.txt to determine how the superseded data were derived.
 GV2678
 GV2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG721598(NAD 83)
 GV2678_MARKER: DD = SURVEY DISK
 GV2678_SETTING: 0 = UNSPECIFIED SETTING
 GV2678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2678
 GV2678  HISTORY     - Date     Condition        Report By
 GV2678  HISTORY     - UNK      MONUMENTED       VA2060
 GV2678  HISTORY     - 1972     GOOD             NGS
 GV2678  HISTORY     - 1990     GOOD             USPSQD
 GV2678  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2678  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2678
 GV2678                          STATION DESCRIPTION
 GV2678
 GV2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2678'AT RICHMOND.
 GV2678'23 FEET SOUTH OF THE CENTERLINE OF CHEROKEE ROAD, 12 FEET
 GV2678'EAST OF THE CENTERLINE OF CROATAN ROAD PROJECTED, 19 FEET
 GV2678'SOUTHEAST OF A 1.3 FEET PINE, 76 FEET WEST OF VEPCO POLE NO.
 GV2678'106187, 52.5 FEET NORTHWEST OF A FIRE HYDRANT SOUTH OF CHEROKEE
 GV2678'ROAD.
 GV2678
 GV2678                          STATION RECOVERY (1990)
 GV2678
 GV2678'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2678'RECOVERED IN GOOD CONDITION.
 GV2678
 GV2678                          STATION RECOVERY (2000)
 GV2678
 GV2678'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2678'MARK NOT FOUND.
 GV2678
 GV2678                          STATION RECOVERY (2004)
 GV2678
 GV2678'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2679 ***********************************************************************
 GV2679  DESIGNATION -  594 C OF R
 GV2679  PID         -  GV2679
 GV2679  STATE/COUNTY-  VA/CHESTERFIELD
 GV2679  USGS QUAD   -  BON AIR (1994)
 GV2679
 GV2679                         *CURRENT SURVEY CONTROL
 GV2679  ___________________________________________________________________
 GV2679* NAD 83(1986)-  37 33 16.     (N)    077 35 21.     (W)     SCALED    
 GV2679* NAVD 88     -        55.959  (meters)     183.59   (feet)  ADJUSTED  
 GV2679  ___________________________________________________________________
 GV2679  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV2679  DYNAMIC HT  -          55.920 (meters)     183.46  (feet)  COMP
 GV2679  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 GV2679
 GV2679  VERT ORDER  -  SECOND    CLASS 0
 GV2679
 GV2679.The horizontal coordinates were scaled from a topographic map and have
 GV2679.an estimated accuracy of +/- 6 seconds.
 GV2679
 GV2679.The orthometric height was determined by differential leveling
 GV2679.and adjusted by the National Geodetic Survey in June 1991..
 GV2679
 GV2679.The geoid height was determined by GEOID03.
 GV2679
 GV2679.The dynamic height is computed by dividing the NAVD 88
 GV2679.geopotential number by the normal gravity value computed on the
 GV2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2679.degrees latitude (g = 980.6199 gals.).
 GV2679
 GV2679.The modeled gravity was interpolated from observed gravity values.
 GV2679
 GV2679;                    North         East    Units  Estimated Accuracy
 GV2679;SPC VA S     - 1,135,900.    3,580,480.      MT  (+/- 180 meters Scaled)
 GV2679
 GV2679                          SUPERSEDED SURVEY CONTROL
 GV2679
 GV2679  NGVD 29 (??/??/??)   56.274  (m)          184.63   (f) ADJUSTED    2 0
 GV2679
 GV2679.Superseded values are not recommended for survey control.
 GV2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2679.See file dsdata.txt to determine how the superseded data were derived.
 GV2679
 GV2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG712595(NAD 83)
 GV2679_MARKER: DD = SURVEY DISK
 GV2679_SETTING: 0 = UNSPECIFIED SETTING
 GV2679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2679+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2679
 GV2679  HISTORY     - Date     Condition        Report By
 GV2679  HISTORY     - UNK      MONUMENTED       VA2060
 GV2679  HISTORY     - 1972     GOOD             NGS
 GV2679  HISTORY     - 1990     GOOD             USPSQD
 GV2679  HISTORY     - 20000107 GOOD             USPSQD
 GV2679  HISTORY     - 20041023 GOOD             USPSQD
 GV2679
 GV2679                          STATION DESCRIPTION
 GV2679
 GV2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2679'AT RICHMOND.
 GV2679'25 FEET NORTHEAST OF THE CENTERLINE OF SOUTHAVEN ROAD, 27 FEET
 GV2679'SOUTHEAST OF THE CENTERLINE OF CHEROKEE ROAD, 60 FEET EAST OF
 GV2679'A FIRE HYDRANT SOUTH OF CHEROKEE ROAD, 63.5 FEET EAST OF VEPCO
 GV2679'POLE NO. VJ72, 43.5 FEET NORTHWEST OF A 1 FOOT OAK, 97 FEET
 GV2679'SOUTHWEST OF A 2.6 FEET OAK.
 GV2679
 GV2679                          STATION RECOVERY (1990)
 GV2679
 GV2679'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2679'RECOVERED IN GOOD CONDITION.
 GV2679
 GV2679                          STATION RECOVERY (2000)
 GV2679
 GV2679'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2679'RECOVERED IN GOOD CONDITION.
 GV2679
 GV2679                          STATION RECOVERY (2004)
 GV2679
 GV2679'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2668 ***********************************************************************
 GV2668  DESIGNATION -  595 C OF R
 GV2668  PID         -  GV2668
 GV2668  STATE/COUNTY-  VA/CHESTERFIELD
 GV2668  USGS QUAD   -  BON AIR (1994)
 GV2668
 GV2668                         *CURRENT SURVEY CONTROL
 GV2668  ___________________________________________________________________
 GV2668* NAD 83(1986)-  37 33 12.     (N)    077 33 32.     (W)     SCALED    
 GV2668* NAVD 88     -        59.408  (meters)     194.91   (feet)  ADJUSTED  
 GV2668  ___________________________________________________________________
 GV2668  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV2668  DYNAMIC HT  -          59.367 (meters)     194.77  (feet)  COMP
 GV2668  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 GV2668
 GV2668  VERT ORDER  -  SECOND    CLASS 0
 GV2668
 GV2668.The horizontal coordinates were scaled from a topographic map and have
 GV2668.an estimated accuracy of +/- 6 seconds.
 GV2668
 GV2668.The orthometric height was determined by differential leveling
 GV2668.and adjusted by the National Geodetic Survey in June 1991..
 GV2668
 GV2668.The geoid height was determined by GEOID03.
 GV2668
 GV2668.The dynamic height is computed by dividing the NAVD 88
 GV2668.geopotential number by the normal gravity value computed on the
 GV2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2668.degrees latitude (g = 980.6199 gals.).
 GV2668
 GV2668.The modeled gravity was interpolated from observed gravity values.
 GV2668
 GV2668;                    North         East    Units  Estimated Accuracy
 GV2668;SPC VA S     - 1,135,810.    3,583,150.      MT  (+/- 180 meters Scaled)
 GV2668
 GV2668                          SUPERSEDED SURVEY CONTROL
 GV2668
 GV2668  NGVD 29 (??/??/??)   59.724  (m)          195.94   (f) ADJUSTED    2 0
 GV2668
 GV2668.Superseded values are not recommended for survey control.
 GV2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2668.See file dsdata.txt to determine how the superseded data were derived.
 GV2668
 GV2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG739593(NAD 83)
 GV2668_MARKER: DD = SURVEY DISK
 GV2668_SETTING: 0 = UNSPECIFIED SETTING
 GV2668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2668+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2668
 GV2668  HISTORY     - Date     Condition        Report By
 GV2668  HISTORY     - UNK      MONUMENTED       VA2060
 GV2668  HISTORY     - 1972     GOOD             NGS
 GV2668  HISTORY     - 20000107 GOOD             USPSQD
 GV2668  HISTORY     - 20041023 GOOD             USPSQD
 GV2668
 GV2668                          STATION DESCRIPTION
 GV2668
 GV2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2668'AT RICHMOND.
 GV2668'17 FEET EAST OF THE CENTERLINE OF PRIVATE DRIVE (OAKLEAF ROAD
 GV2668'PROJECTED), 18 FEET NORTH OF THE CENTERLINE OF CHEROKEE ROAD, 8
 GV2668'FEET NORTHWEST OF A FIRE HYDRANT NORTH OF CHEROKEE ROAD, 33
 GV2668'FEET EAST OF TELEPHONE POLE NO. 7623A, 10.5 FEET SOUTHWEST OF A
 GV2668'1.7 FEET OAK, 48 FEET NORTHEAST OF VEPCO POLE NO. 5923A.
 GV2668
 GV2668                          STATION RECOVERY (2000)
 GV2668
 GV2668'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2668'RECOVERED IN GOOD CONDITION.
 GV2668
 GV2668                          STATION RECOVERY (2004)
 GV2668
 GV2668'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1100 ***********************************************************************
 GW1100  DESIGNATION -  596
 GW1100  PID         -  GW1100
 GW1100  STATE/COUNTY-  VA/BEDFORD
 GW1100  USGS QUAD   -  BOONSBORO (1978)
 GW1100
 GW1100                         *CURRENT SURVEY CONTROL
 GW1100  ___________________________________________________________________
 GW1100* NAD 83(1986)-  37 29 25.     (N)    079 17 36.     (W)     SCALED    
 GW1100* NAVD 88     -       181.22   (+/-2cm)     594.6    (feet)  VERTCON   
 GW1100  ___________________________________________________________________
 GW1100  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW1100
 GW1100  VERT ORDER  -  ? (See Below)
 GW1100
 GW1100.The horizontal coordinates were scaled from a topographic map and have
 GW1100.an estimated accuracy of +/- 6 seconds.
 GW1100
 GW1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1100.The vertical order pertains to the NGVD 29 superseded value.
 GW1100
 GW1100.The geoid height was determined by GEOID03.
 GW1100
 GW1100;                    North         East    Units  Estimated Accuracy
 GW1100;SPC VA S     - 1,128,690.    3,429,850.      MT  (+/- 180 meters Scaled)
 GW1100
 GW1100                          SUPERSEDED SURVEY CONTROL
 GW1100
 GW1100  NGVD 29 (??/??/92)  181.425  (m)          595.23   (f) ADJ UNCH    ?  
 GW1100
 GW1100.Superseded values are not recommended for survey control.
 GW1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1100.See file dsdata.txt to determine how the superseded data were derived.
 GW1100
 GW1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB508506(NAD 83)
 GW1100_MARKER: X = CHISELED CROSS
 GW1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1100_SP_SET: BRIDGE SEAT
 GW1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1100
 GW1100  HISTORY     - Date     Condition        Report By
 GW1100  HISTORY     - UNK      MONUMENTED       CORR
 GW1100  HISTORY     - 1936     GOOD             NGS
 GW1100
 GW1100                          STATION DESCRIPTION
 GW1100
 GW1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1100'0.2 MI SE FROM COLEMAN.
 GW1100'0.2 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1100'COLEMAN, AT BRIDGE 160.5, AT THE SOUTHEAST CORNER OF THE WEST
 GW1100'ABUTMENT, AND ON THE CONCRETE BRIDGE SEAT.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2667 ***********************************************************************
 GV2667  DESIGNATION -  596 C OF R
 GV2667  PID         -  GV2667
 GV2667  STATE/COUNTY-  VA/CHESTERFIELD
 GV2667  USGS QUAD   -  BON AIR (1994)
 GV2667
 GV2667                         *CURRENT SURVEY CONTROL
 GV2667  ___________________________________________________________________
 GV2667* NAD 83(1986)-  37 32 58.     (N)    077 33 20.     (W)     SCALED    
 GV2667* NAVD 88     -        68.120  (meters)     223.49   (feet)  ADJUSTED  
 GV2667  ___________________________________________________________________
 GV2667  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV2667  DYNAMIC HT  -          68.073 (meters)     223.34  (feet)  COMP
 GV2667  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 GV2667
 GV2667  VERT ORDER  -  SECOND    CLASS 0
 GV2667
 GV2667.The horizontal coordinates were scaled from a topographic map and have
 GV2667.an estimated accuracy of +/- 6 seconds.
 GV2667
 GV2667.The orthometric height was determined by differential leveling
 GV2667.and adjusted by the National Geodetic Survey in June 1991..
 GV2667
 GV2667.The geoid height was determined by GEOID03.
 GV2667
 GV2667.The dynamic height is computed by dividing the NAVD 88
 GV2667.geopotential number by the normal gravity value computed on the
 GV2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2667.degrees latitude (g = 980.6199 gals.).
 GV2667
 GV2667.The modeled gravity was interpolated from observed gravity values.
 GV2667
 GV2667;                    North         East    Units  Estimated Accuracy
 GV2667;SPC VA S     - 1,135,380.    3,583,450.      MT  (+/- 180 meters Scaled)
 GV2667
 GV2667                          SUPERSEDED SURVEY CONTROL
 GV2667
 GV2667  NGVD 29 (??/??/??)   68.436  (m)          224.53   (f) ADJUSTED    2 0
 GV2667
 GV2667.Superseded values are not recommended for survey control.
 GV2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2667.See file dsdata.txt to determine how the superseded data were derived.
 GV2667
 GV2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG742588(NAD 83)
 GV2667_MARKER: DD = SURVEY DISK
 GV2667_SETTING: 0 = UNSPECIFIED SETTING
 GV2667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2667+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2667
 GV2667  HISTORY     - Date     Condition        Report By
 GV2667  HISTORY     - UNK      MONUMENTED       VA2060
 GV2667  HISTORY     - 1972     GOOD             NGS
 GV2667  HISTORY     - 20000107 GOOD             USPSQD
 GV2667  HISTORY     - 20041023 GOOD             USPSQD
 GV2667
 GV2667                          STATION DESCRIPTION
 GV2667
 GV2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2667'AT RICHMOND.
 GV2667'15.5 FEET SOUTH OF THE CENTERLINE OF HICKORY ROAD, 16 FEET
 GV2667'SOUTHEAST OF THE CENTERLINE OF HICKORY ROAD AND THE CENTERLINE
 GV2667'OF OLD HOLLY ROAD PROJECTED, 19 FEET EAST OF VEPCO POLE NO. QF35,
 GV2667'45 FEET NORTH OF THE NORTHWEST CORNER OF A ONE-STORY BRICK HOUSE
 GV2667'NO. 3903 HICKORY ROAD.
 GV2667
 GV2667                          STATION RECOVERY (2000)
 GV2667
 GV2667'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2667'RECOVERED IN GOOD CONDITION.
 GV2667
 GV2667                          STATION RECOVERY (2004)
 GV2667
 GV2667'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1063 ***********************************************************************
 GW1063  DESIGNATION -  596.7
 GW1063  PID         -  GW1063
 GW1063  STATE/COUNTY-  VA/CAMPBELL
 GW1063  USGS QUAD   -  ALTAVISTA (1978)
 GW1063
 GW1063                         *CURRENT SURVEY CONTROL
 GW1063  ___________________________________________________________________
 GW1063* NAD 83(1986)-  37 06 36.     (N)    079 17 29.     (W)     SCALED    
 GW1063* NAVD 88     -       181.62   (+/-2cm)     595.9    (feet)  VERTCON   
 GW1063  ___________________________________________________________________
 GW1063  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW1063
 GW1063  VERT ORDER  -  ? (See Below)
 GW1063
 GW1063.The horizontal coordinates were scaled from a topographic map and have
 GW1063.an estimated accuracy of +/- 6 seconds.
 GW1063
 GW1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1063.The vertical order pertains to the NGVD 29 superseded value.
 GW1063
 GW1063.The geoid height was determined by GEOID03.
 GW1063
 GW1063;                    North         East    Units  Estimated Accuracy
 GW1063;SPC VA S     - 1,086,490.    3,429,660.      MT  (+/- 180 meters Scaled)
 GW1063
 GW1063                          SUPERSEDED SURVEY CONTROL
 GW1063
 GW1063  NGVD 29 (??/??/92)  181.867  (m)          596.68   (f) ADJ UNCH    ?  
 GW1063
 GW1063.Superseded values are not recommended for survey control.
 GW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1063.See file dsdata.txt to determine how the superseded data were derived.
 GW1063
 GW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB518084(NAD 83)
 GW1063_MARKER: X = CHISELED CROSS
 GW1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1063_SP_SET: ABUTMENT
 GW1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1063
 GW1063  HISTORY     - Date     Condition        Report By
 GW1063  HISTORY     - UNK      MONUMENTED       USGS
 GW1063  HISTORY     - 1964     GOOD             NGS
 GW1063  HISTORY     - 20060716 MARK NOT FOUND   GEOCAC
 GW1063
 GW1063                          STATION DESCRIPTION
 GW1063
 GW1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1063'AT ALTAVISTA.
 GW1063'AT ALTAVISTA, CAMPBELL COUNTY, ABOUT 300 YARDS SOUTHWEST OF THE
 GW1063'SOUTHERN RAILWAY STATION, ABOUT 30 FEET NORTHEAST OF MILEPOST
 GW1063'196, AT THE NORTHEAST ABUTMENT OF BRIDGE 196.0 OVER ROANOKE
 GW1063'RIVER, ON THE TOP OF THE SOUTH CORNER OF THE CONCRETE COPING, 5
 GW1063'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH-BOUND MAIN
 GW1063'TRACK, AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 GW1063'CHISELED CROSS.
 GW1063
 GW1063                          STATION RECOVERY (2006)
 GW1063
 GW1063'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 GW1063'MARK NOT RECOVERED.
 GW1063'A PICTURE OF THE SITE IS ON MY LOG ON GEOCACHING.COM.
 GW1063'THE CONCRETE ABUTMENT OF THE BRIDGE DOESN'T APPEAR TO BE AS OLD AS 42
 GW1063'YEARS.  IT'S POSSIBLE THAT THIS WAS DESTROYED WITH BRIDGE CONSTRUCTION
 GW1063'SINCE 1964, BUT I HAVE NO EVIDENCE OF IT BEING SO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2656 ***********************************************************************
 GV2656  DESIGNATION -  597 C OF R
 GV2656  PID         -  GV2656
 GV2656  STATE/COUNTY-  VA/CHESTERFIELD
 GV2656  USGS QUAD   -  BON AIR (1994)
 GV2656
 GV2656                         *CURRENT SURVEY CONTROL
 GV2656  ___________________________________________________________________
 GV2656* NAD 83(1986)-  37 33 27.     (N)    077 33 17.     (W)     SCALED    
 GV2656* NAVD 88     -        36.140  (meters)     118.57   (feet)  ADJUSTED  
 GV2656  ___________________________________________________________________
 GV2656  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV2656  DYNAMIC HT  -          36.115 (meters)     118.49  (feet)  COMP
 GV2656  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 GV2656
 GV2656  VERT ORDER  -  SECOND    CLASS 0
 GV2656
 GV2656.The horizontal coordinates were scaled from a topographic map and have
 GV2656.an estimated accuracy of +/- 6 seconds.
 GV2656
 GV2656.The orthometric height was determined by differential leveling
 GV2656.and adjusted by the National Geodetic Survey in June 1991..
 GV2656
 GV2656.The geoid height was determined by GEOID03.
 GV2656
 GV2656.The dynamic height is computed by dividing the NAVD 88
 GV2656.geopotential number by the normal gravity value computed on the
 GV2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2656.degrees latitude (g = 980.6199 gals.).
 GV2656
 GV2656.The modeled gravity was interpolated from observed gravity values.
 GV2656
 GV2656;                    North         East    Units  Estimated Accuracy
 GV2656;SPC VA S     - 1,136,270.    3,583,520.      MT  (+/- 180 meters Scaled)
 GV2656
 GV2656                          SUPERSEDED SURVEY CONTROL
 GV2656
 GV2656  NGVD 29 (??/??/??)   36.456  (m)          119.61   (f) ADJUSTED    2 0
 GV2656
 GV2656.Superseded values are not recommended for survey control.
 GV2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2656.See file dsdata.txt to determine how the superseded data were derived.
 GV2656
 GV2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG743597(NAD 83)
 GV2656_MARKER: DD = SURVEY DISK
 GV2656_SETTING: 0 = UNSPECIFIED SETTING
 GV2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2656
 GV2656  HISTORY     - Date     Condition        Report By
 GV2656  HISTORY     - UNK      MONUMENTED       VA2060
 GV2656  HISTORY     - 1972     GOOD             NGS
 GV2656  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2656  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2656
 GV2656                          STATION DESCRIPTION
 GV2656
 GV2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2656'AT RICHMOND.
 GV2656'NORTH OF THE CENTERLINE OF HICKORY ROAD PROJECTED, 35 FEET SOUTH
 GV2656'OF THE CENTERLINE OF RIVERSIDE DRIVE PROJECTED, 6 FEET NORTHWEST
 GV2656'OF THE EDGE OF PAVEMENT, 67 FEET EAST OF A 1.6 FEET PINE, 70
 GV2656'FEET NORTHEAST OF A 2.3 FEET HICKORY.
 GV2656
 GV2656                          STATION RECOVERY (2000)
 GV2656
 GV2656'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2656'MARK NOT FOUND.
 GV2656
 GV2656                          STATION RECOVERY (2004)
 GV2656
 GV2656'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2654 ***********************************************************************
 GV2654  DESIGNATION -  599 C OF R
 GV2654  PID         -  GV2654
 GV2654  STATE/COUNTY-  VA/CHESTERFIELD
 GV2654  USGS QUAD   -  BON AIR (1994)
 GV2654
 GV2654                         *CURRENT SURVEY CONTROL
 GV2654  ___________________________________________________________________
 GV2654* NAD 83(1986)-  37 33 04.     (N)    077 32 37.     (W)     SCALED    
 GV2654* NAVD 88     -        44.570  (meters)     146.23   (feet)  ADJUSTED  
 GV2654  ___________________________________________________________________
 GV2654  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2654  DYNAMIC HT  -          44.540 (meters)     146.13  (feet)  COMP
 GV2654  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV2654
 GV2654  VERT ORDER  -  SECOND    CLASS 0
 GV2654
 GV2654.The horizontal coordinates were scaled from a topographic map and have
 GV2654.an estimated accuracy of +/- 6 seconds.
 GV2654
 GV2654.The orthometric height was determined by differential leveling
 GV2654.and adjusted by the National Geodetic Survey in June 1991..
 GV2654
 GV2654.The geoid height was determined by GEOID03.
 GV2654
 GV2654.The dynamic height is computed by dividing the NAVD 88
 GV2654.geopotential number by the normal gravity value computed on the
 GV2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2654.degrees latitude (g = 980.6199 gals.).
 GV2654
 GV2654.The modeled gravity was interpolated from observed gravity values.
 GV2654
 GV2654;                    North         East    Units  Estimated Accuracy
 GV2654;SPC VA S     - 1,135,570.    3,584,510.      MT  (+/- 180 meters Scaled)
 GV2654
 GV2654                          SUPERSEDED SURVEY CONTROL
 GV2654
 GV2654  NGVD 29 (??/??/??)   44.886  (m)          147.26   (f) ADJUSTED    2 0
 GV2654
 GV2654.Superseded values are not recommended for survey control.
 GV2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2654.See file dsdata.txt to determine how the superseded data were derived.
 GV2654
 GV2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG753590(NAD 83)
 GV2654_MARKER: DD = SURVEY DISK
 GV2654_SETTING: 0 = UNSPECIFIED SETTING
 GV2654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2654
 GV2654  HISTORY     - Date     Condition        Report By
 GV2654  HISTORY     - UNK      MONUMENTED       VA2060
 GV2654  HISTORY     - 1972     GOOD             NGS
 GV2654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2654  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2654  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2654
 GV2654                          STATION DESCRIPTION
 GV2654
 GV2654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2654'AT RICHMOND.
 GV2654'AT THE CENTERLINE OF HALESWORTH ROAD PROJECTED EAST, 19 FEET
 GV2654'EAST OF THE CENTERLINE OF SHERBROOK ROAD, 25.5 FEET EAST OF A
 GV2654'SEWER MANHOLE, 60 FEET SOUTHWEST OF A FIRE HYDRANT EAST OF
 GV2654'SHERBROOK ROAD, 29.5 FEET SOUTHWEST OF A 1.5 FEET MAPLE, 36.5 FEET
 GV2654'NORTH OF A 1.6 FEET POPLAR.
 GV2654
 GV2654                          STATION RECOVERY (1987)
 GV2654
 GV2654'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRM)
 GV2654'MARK NOT FOUND.
 GV2654
 GV2654                          STATION RECOVERY (2000)
 GV2654
 GV2654'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2654'MARK NOT FOUND.
 GV2654
 GV2654                          STATION RECOVERY (2004)
 GV2654
 GV2654'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2654'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5368 ***********************************************************************
 HV5368  DESIGNATION -  5A
 HV5368  PID         -  HV5368
 HV5368  STATE/COUNTY-  VA/KING GEORGE
 HV5368  USGS QUAD   -  DAHLGREN (1983)
 HV5368
 HV5368                         *CURRENT SURVEY CONTROL
 HV5368  ___________________________________________________________________
 HV5368* NAD 83(1993)-  38 16 53.75478(N)    077 00 06.84919(W)     ADJUSTED  
 HV5368* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5368  ___________________________________________________________________
 HV5368  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 HV5368  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HV5368
 HV5368  HORZ ORDER  -  SECOND
 HV5368
 HV5368.The horizontal coordinates were established by classical geodetic methods
 HV5368.and adjusted by the National Geodetic Survey in November 1994..
 HV5368
 HV5368.The orthometric height was scaled from a topographic map.
 HV5368
 HV5368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5368
 HV5368.The geoid height was determined by GEOID03.
 HV5368
 HV5368;                    North         East     Units Scale Factor Converg.
 HV5368;SPC VA N     - 2,069,325.483 3,631,066.498   MT  0.99996547   +0 56 06.0
 HV5368;SPC VA N     - 6,789,112.02 11,912,924.00   sFT  0.99996547   +0 56 06.0
 HV5368;SPC MD       -    68,260.256   399,833.535   MT  1.00000325   -0 00 04.3
 HV5368;SPC MD       -   223,950.52  1,311,787.19   sFT  1.00000325   -0 00 04.3
 HV5368;UTM  18      - 4,238,955.223   324,904.159   MT  0.99997759   -1 14 26.0
 HV5368
 HV5368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5368!SPC VA N     -   1.00000482  x   0.99996547  =   0.99997029
 HV5368!SPC MD       -   1.00000482  x   1.00000325  =   1.00000807
 HV5368!UTM  18      -   1.00000482  x   0.99997759  =   0.99998241
 HV5368
 HV5368                          SUPERSEDED SURVEY CONTROL
 HV5368
 HV5368  NAD 83(1993)-  38 16 53.75510(N)    077 00 06.85510(W) AD(       ) 2
 HV5368  NAD 83(1986)-  38 16 53.75503(N)    077 00 06.86439(W) AD(       ) 2
 HV5368  NAD 27      -  38 16 53.29400(N)    077 00 07.95700(W) AD(       ) 2
 HV5368
 HV5368.Superseded values are not recommended for survey control.
 HV5368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5368.See file dsdata.txt to determine how the superseded data were derived.
 HV5368
 HV5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2490438955(NAD 83)
 HV5368_MARKER: Z = SEE DESCRIPTION
 HV5368_SETTING: 0 = UNSPECIFIED SETTING
 HV5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5368+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 HV5368
 HV5368  HISTORY     - Date     Condition        Report By
 HV5368  HISTORY     - 1954     MONUMENTED       CGS
 HV5368  HISTORY     - 1961     GOOD             CGS
 HV5368  HISTORY     - 1990     GOOD             VADHT
 HV5368  HISTORY     - 19990110 GOOD             USPSQD
 HV5368  HISTORY     - 20040107 GOOD             USPSQD
 HV5368
 HV5368                          STATION DESCRIPTION
 HV5368
 HV5368'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5368'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF DAHLGREN.
 HV5368'IT IS A 2 INCH PIPE ABOUT 4 FEET HIGH USED AS AN INSTRUMENT
 HV5368'STAND, AND IS LOCATED IN THE 5 X 5 FOOT WHITE BUILDING.  RANGE
 HV5368'STATION 5.
 HV5368'
 HV5368'A TRAVERSE CONNECTION WAS MADE TO STATION 5A2 (B AND O) AND
 HV5368'THE DISTANCE IS 09.160 METERS OR 30.05 FEET.
 HV5368'
 HV5368'TO REACH, SEE 5A2 (B AND O) DESCRIPTION.
 HV5368
 HV5368                          STATION RECOVERY (1961)
 HV5368
 HV5368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5368'THE STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION
 HV5368'IS ADEQUATE FOR RECOVERY.
 HV5368
 HV5368                          STATION RECOVERY (1990)
 HV5368
 HV5368'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 HV5368'RECOVERED IN GOOD CONDITION.
 HV5368
 HV5368                          STATION RECOVERY (1999)
 HV5368
 HV5368'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5368'RECOVERED IN GOOD CONDITION.
 HV5368
 HV5368                          STATION RECOVERY (2004)
 HV5368
 HV5368'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5375 ***********************************************************************
 HV5375  DESIGNATION -  5A 2
 HV5375  PID         -  HV5375
 HV5375  STATE/COUNTY-  VA/KING GEORGE
 HV5375  USGS QUAD   -  DAHLGREN (1983)
 HV5375
 HV5375                         *CURRENT SURVEY CONTROL
 HV5375  ___________________________________________________________________
 HV5375* NAD 83(1993)-  38 16 53.56809(N)    077 00 07.14236(W)     ADJUSTED  
 HV5375* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5375  ___________________________________________________________________
 HV5375  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 HV5375  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HV5375
 HV5375  HORZ ORDER  -  FIRST
 HV5375
 HV5375.The horizontal coordinates were established by classical geodetic methods
 HV5375.and adjusted by the National Geodetic Survey in November 1994..
 HV5375
 HV5375.The orthometric height was scaled from a topographic map.
 HV5375
 HV5375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5375
 HV5375.The geoid height was determined by GEOID03.
 HV5375
 HV5375;                    North         East     Units Scale Factor Converg.
 HV5375;SPC VA N     - 2,069,319.611 3,631,059.467   MT  0.99996547   +0 56 05.8
 HV5375;SPC VA N     - 6,789,092.76 11,912,900.93   sFT  0.99996547   +0 56 05.8
 HV5375;SPC MD       -    68,254.500   399,826.409   MT  1.00000326   -0 00 04.5
 HV5375;SPC MD       -   223,931.64  1,311,763.81   sFT  1.00000326   -0 00 04.5
 HV5375;UTM  18      - 4,238,949.623   324,896.911   MT  0.99997762   -1 14 26.1
 HV5375
 HV5375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5375!SPC VA N     -   1.00000482  x   0.99996547  =   0.99997029
 HV5375!SPC MD       -   1.00000482  x   1.00000326  =   1.00000808
 HV5375!UTM  18      -   1.00000482  x   0.99997762  =   0.99998244
 HV5375
 HV5375:                Primary Azimuth Mark                     Grid Az
 HV5375:SPC VA N     -  PICCO 2                                  034 32 41.7
 HV5375:SPC MD       -  PICCO 2                                  035 28 52.0
 HV5375:UTM  18      -  PICCO 2                                  036 43 13.6
 HV5375
 HV5375|---------------------------------------------------------------------|
 HV5375| PID    Reference Object                     Distance      Geod. Az  |
 HV5375|                                                           dddmmss.s |
 HV5375| HV7094 PICCO 2                             APPROX. 7.2 KM 0352847.5 |
 HV5375| HV5368 5A                                    9.160 METERS 05104     |
 HV5375| DC6624 5A 2 RM 2                            12.884 METERS 23335     |
 HV5375| DC6623 5A 2 AZ MK                                         2615020.0 |
 HV5375| HV5366 5 KB=RM 1                            11.735 METERS 35128     |
 HV5375|---------------------------------------------------------------------|
 HV5375
 HV5375                          SUPERSEDED SURVEY CONTROL
 HV5375
 HV5375  NAD 83(1993)-  38 16 53.56841(N)    077 00 07.14827(W) AD(       ) 1
 HV5375  NAD 83(1986)-  38 16 53.56834(N)    077 00 07.15756(W) AD(       ) 1
 HV5375  NAD 27      -  38 16 53.10700(N)    077 00 08.25000(W) AD(       ) 1
 HV5375
 HV5375.Superseded values are not recommended for survey control.
 HV5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5375.See file dsdata.txt to determine how the superseded data were derived.
 HV5375
 HV5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2489738950(NAD 83)
 HV5375_MARKER: DD = SURVEY DISK
 HV5375_SETTING: 0 = UNSPECIFIED SETTING
 HV5375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5375+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 HV5375
 HV5375  HISTORY     - Date     Condition        Report By
 HV5375  HISTORY     - 1954     MONUMENTED       USN
 HV5375  HISTORY     - 1958     GOOD             CGS
 HV5375  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5375  HISTORY     - 20040107 GOOD             USPSQD
 HV5375
 HV5375                          STATION DESCRIPTION
 HV5375
 HV5375'DESCRIBED BY US NAVY 1954 (DAJ)
 HV5375'STATION IS LOCATED ALONG THE WEST BANK OF THE POTOMAC RIVER,
 HV5375'ABOUT 6 MILES WEST-SOUTHWEST OF THE VILLAGE OF DAHLGREN.
 HV5375'IT IS A BUREAU OF ORDANCE NAVY DEPARTMENT DISK, SET IN
 HV5375'CONCRETE IN A 6 INCH TILE PIPE.  THE MARK IS SET FLUSH WITH
 HV5375'THE GROUND AND THE DISK IS STAMPED 5A2 1954.
 HV5375'
 HV5375'REFERENCE MARK NO. 1 IS SET IN A DRILLHOLE IN A CONCRETE PEDESTAL
 HV5375'FOOTING, AND ABOUT 10 FEET WEST OF THE WEST BANK OF THE POTOMAC
 HV5375'RIVER, AND THE DISK IS STAMPED 5A2 NO 1 1954.  REFERENCE MARK
 HV5375'NO. 2 IS 89 FEET EAST OF A GRAVELED ROAD.  THE MARK IS SET
 HV5375'FLUSH WITH THE GROUND AND THE DISK IS STAMPED 5 A 2 NO 2 1954.
 HV5375'
 HV5375'AZIMUTH MARK IS 11 FEET NORTH OF THE APPROXIMATE CENTERLINE
 HV5375'OF THE ROAD, AND 2-1/2 FEET EAST OF A FENCE POST.  THE MARK
 HV5375'PROJECTS 6 INCHES AND THE DISK IS STAMPED 5 A 2 1954.
 HV5375'
 HV5375'5A (NPG) 1944 IS THE INSTRUMENT MOUNTED ON A 2 INCH PIPE IN
 HV5375'THE 5 X 5 FOOT WHITE BUILDING.
 HV5375'
 HV5375'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 1 AND
 HV5375'5A (NPG) FROM STATION 5A2.  THE DISTANCE IS SHOWN ABOVE.
 HV5375'
 HV5375'TO REACH FROM THE JUNCTIN OF U.S. HIGHWAY NO. 301 AND STATE
 HV5375'HIGHWAY NO. 205, WHICH IS ABOUT 6 MILES SOUTH OF DAHLGREN,
 HV5375'GO EASTERLY ON STATE HIGHWAY NO. 205 FOR 5.1 MILE TO JUNCTION
 HV5375'OF STATE HIGHWAY NO. 619.  TURN LEFT ON STATE HIGHWAY NO.
 HV5375'619 AND GO 0.6 MILE TO JUNCTION OF STATE HIGHWAY NO. 618.
 HV5375'CONTINUE 0.1 MILE TO Y FORK, TAKE RIGHT FORK AND FOLLOW
 HV5375'GRAVELED ROAD FOR 0.2 MILE TO FORK.  TURN RIGHT AND GO 1.9
 HV5375'MILES TO A GATE.  PASS THROUGH GATE AND GO 0.25 MILE TO
 HV5375'AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE
 HV5375'TO STATION AS DESCRIBED.
 HV5375'
 HV5375'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV5375
 HV5375                          STATION RECOVERY (1958)
 HV5375
 HV5375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5375'THE SITE OF THE STATION HAS BEEN COVERED BY A 5 X 5 FOOT
 HV5375'TRIANGULATION HOUSE.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 HV5375'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF THE LATTER
 HV5375'IS ADEQUATE WITH FOLLOWING ADDITION.
 HV5375'
 HV5375'AN INSTRUMENT STAND HAS BEEN PLACED OVER R.M. NO. 1.
 HV5375
 HV5375                          STATION RECOVERY (1999)
 HV5375
 HV5375'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5375'MARK NOT FOUND.
 HV5375
 HV5375                          STATION RECOVERY (2004)
 HV5375
 HV5375'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5576 ***********************************************************************
 GV5576  DESIGNATION -  6
 GV5576  PID         -  GV5576
 GV5576  STATE/COUNTY-  VA/C OF RICHMOND
 GV5576  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5576
 GV5576                         *CURRENT SURVEY CONTROL
 GV5576  ___________________________________________________________________
 GV5576* NAD 83(1993)-  37 28 15.87467(N)    077 28 32.23681(W)     ADJUSTED  
 GV5576* NAVD 88     -        57.90   (+/-2cm)     190.0    (feet)  VERTCON   
 GV5576  ___________________________________________________________________
 GV5576  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV5576  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV5576
 GV5576  HORZ ORDER  -  SECOND
 GV5576  VERT ORDER  -  THIRD ? (See Below)
 GV5576
 GV5576.The horizontal coordinates were established by classical geodetic methods
 GV5576.and adjusted by the National Geodetic Survey in September 1995..
 GV5576
 GV5576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5576.The vertical order pertains to the NGVD 29 superseded value.
 GV5576
 GV5576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5576
 GV5576.The geoid height was determined by GEOID03.
 GV5576
 GV5576;                    North         East     Units Scale Factor Converg.
 GV5576;SPC VA S     - 1,126,752.865 3,590,609.488   MT  0.99994703   +0 37 18.2
 GV5576;SPC VA S     - 3,696,688.36 11,780,191.30   sFT  0.99994703   +0 37 18.2
 GV5576;UTM  18      - 4,150,010.787   281,077.407   MT  1.00019039   -1 30 24.0
 GV5576
 GV5576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5576!SPC VA S     -   0.99999610  x   0.99994703  =   0.99994314
 GV5576!UTM  18      -   0.99999610  x   1.00019039  =   1.00018649
 GV5576
 GV5576|---------------------------------------------------------------------|
 GV5576| PID    Reference Object                     Distance      Geod. Az  |
 GV5576|                                                           dddmmss.s |
 GV5576| DC5517 6 RM                                 17.061 METERS 01650     |
 GV5576| GV5572 5                                   337.514 METERS 10917     |
 GV5576| GV5584 7                                   484.549 METERS 2565448.3 |
 GV5576|---------------------------------------------------------------------|
 GV5576
 GV5576                          SUPERSEDED SURVEY CONTROL
 GV5576
 GV5576  NAD 83(1993)-  37 28 15.87464(N)    077 28 32.23669(W) AD(       ) 2
 GV5576  NAD 83(1986)-  37 28 15.88093(N)    077 28 32.25368(W) AD(       ) 2
 GV5576  NAD 27      -  37 28 15.34936(N)    077 28 33.30657(W) AD(       ) 2
 GV5576  NGVD 29 (07/19/86)   58.21   (m)          191.0    (f) LEVELING    3  
 GV5576
 GV5576.Superseded values are not recommended for survey control.
 GV5576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5576.See file dsdata.txt to determine how the superseded data were derived.
 GV5576
 GV5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8107750011(NAD 83)
 GV5576_MARKER: Z = SEE DESCRIPTION
 GV5576_SETTING: 0 = UNSPECIFIED SETTING
 GV5576
 GV5576  HISTORY     - Date     Condition        Report By
 GV5576  HISTORY     - 1972     MONUMENTED       VA2060
 GV5576  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5576  HISTORY     - 19991023 GOOD             USPSQD
 GV5576  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 GV5576
 GV5576                          STATION DESCRIPTION
 GV5576
 GV5576'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5576'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5576'ON U. S. ROUTE 1 0.05 MILE TO WALMSLEY BLVD., THENCE WEST ON
 GV5576'WALMSLEY BLVD. 2.00 MILES.
 GV5576'
 GV5576'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5576'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5576'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5576'ABOUT 10 INCH BELOW GROUND.
 GV5576'
 GV5576'28.0 FEET S. OF 24 INCH ELM TREE, 61.8 FEET S. E. OF VEPCO POLE
 GV5576'NO 11973, 32.9 FEET N. E. OF C/L WALMSLEY BLVD.
 GV5576'
 GV5576'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5576'CENTER OF PIN, SET FLUSH TO GROUND.  1.2 FEET S. W. OF FENCE CORNER,
 GV5576'17.6 FEET N. W. OF N. CORNER OF HOUSE NO4206 (I. S. F.), 26.5 FEET
 GV5576'N. OF S. CORNER OF HOUSE NO4206 (I. S. F.).
 GV5576'
 GV5576'DISTANCE BETWEEN PT. 6 AND R. M. IS 55.98 FT., 17.061 M.
 GV5576'
 GV5576'NEAREST TOWN--RICHMOND.
 GV5576
 GV5576                          STATION RECOVERY (1995)
 GV5576
 GV5576'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5576'MARK NOT FOUND.
 GV5576
 GV5576                          STATION RECOVERY (1999)
 GV5576
 GV5576'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5576'RECOVERED IN GOOD CONDITION.
 GV5576
 GV5576                          STATION RECOVERY (2003)
 GV5576
 GV5576'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8300 ***********************************************************************
 HV8300  DESIGNATION -  6 A
 HV8300  PID         -  HV8300
 HV8300  STATE/COUNTY-  VA/FAIRFAX
 HV8300  USGS QUAD   -  ANNANDALE (1994)
 HV8300
 HV8300                         *CURRENT SURVEY CONTROL
 HV8300  ___________________________________________________________________
 HV8300* NAD 83(1993)-  38 47 37.78375(N)    077 14 46.63501(W)     ADJUSTED  
 HV8300* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 HV8300  ___________________________________________________________________
 HV8300  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV8300  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV8300
 HV8300  HORZ ORDER  -  SECOND
 HV8300
 HV8300.The horizontal coordinates were established by classical geodetic methods
 HV8300.and adjusted by the National Geodetic Survey in November 1994..
 HV8300
 HV8300.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8300
 HV8300.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8300
 HV8300.The geoid height was determined by GEOID03.
 HV8300
 HV8300;                    North         East     Units Scale Factor Converg.
 HV8300;SPC VA N     - 2,125,858.019 3,608,910.586   MT  0.99995311   +0 46 56.9
 HV8300;SPC VA N     - 6,974,585.85 11,840,234.15   sFT  0.99995311   +0 46 56.9
 HV8300;UTM  18      - 4,296,294.540   304,915.950   MT  1.00006867   -1 24 28.0
 HV8300
 HV8300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8300!SPC VA N     -   0.99998804  x   0.99995311  =   0.99994116
 HV8300!UTM  18      -   0.99998804  x   1.00006867  =   1.00005671
 HV8300
 HV8300                          SUPERSEDED SURVEY CONTROL
 HV8300
 HV8300  NAD 83(1993)-  38 47 37.78196(N)    077 14 46.63967(W) AD(       ) 2
 HV8300  NAD 83(1986)-  38 47 37.78244(N)    077 14 46.64829(W) AD(       ) 2
 HV8300  NGVD 29 (01/12/90)  108.4    (m)          356.     (f) VERT ANG       
 HV8300
 HV8300.Superseded values are not recommended for survey control.
 HV8300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8300.See file dsdata.txt to determine how the superseded data were derived.
 HV8300
 HV8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0491696295(NAD 83)
 HV8300_MARKER: Z = SEE DESCRIPTION
 HV8300_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8300_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8300_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8300
 HV8300  HISTORY     - Date     Condition        Report By
 HV8300  HISTORY     - 1975     MONUMENTED       VA-059
 HV8300  HISTORY     - 19930424 MARK NOT FOUND   USPSQD
 HV8300
 HV8300                          STATION DESCRIPTION
 HV8300
 HV8300'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8300'THE STATION IS LOCATED ABOUT 4.9 MILES SOUTHEAST OF FAIRFAX, 3.4
 HV8300'MILES WEST OF SPRINGFIELD, 1.4 MILES EAST OF BURKE, ALONG THE WESTERN
 HV8300'EDGE OF ROLLING ROAD AT THE POWERLINE CROSSING, BEHIND 5801 BOOTHE
 HV8300'DRIVE. SEE FAIRFAX COUNTY TAX MAP 79-1, REVISED TO 1-1-76.
 HV8300'
 HV8300'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 620, BRADDOCK ROAD,
 HV8300'AND ROUTE 638, ROLLING ROAD NEAR THE KINGS PARK SHOPPING CENTER, GO
 HV8300'SOUTHEAST ON ROUTE 638 FOR 1.5 MILES TO THE STATION ON THE RIGHT AT
 HV8300'THE TOP OF THE HILL JUST PAST BOOTHE DRIVE AND IN THE POWERLINE
 HV8300'EASEMENT.
 HV8300'
 HV8300'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8300'CO. DPW SUR--- IN THE GROUND AND 4 INCHES BENEATH THE SURFACE LOCATED
 HV8300'72 FEET SW FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF ROUTE 638.
 HV8300'
 HV8300'REFERENCE MARK NO. 01 IS POWER POLE 439D8 IN THE GROUND OF THE
 HV8300'CLEARED E EASEMENT LOCATED 100 FEET SE FROM THE REAR FACE OF HOUSE
 HV8300'5801.
 HV8300'
 HV8300'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF A 4 INCH OAK
 HV8300'TREE LOCATED 75 FEET SE FROM THE REAR FACE OF HOUSE 5801 AND 29 FEET
 HV8300'NW FROM RM 1.
 HV8300'
 HV8300'REFERENCE MARK NO. 03 IS A NAIL AND CAP IN THE SIDE OF A 6 INCH OAK
 HV8300'TREE LOCATED 80 FEET SE FROM THE REAR FACE OF HOUSE 5801 AND 12 FEET
 HV8300'N FROM RM 2.
 HV8300
 HV8300                          STATION RECOVERY (1993)
 HV8300
 HV8300'RECOVERY NOTE BY US POWER SQUADRON 1993 (RJ)
 HV8300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3356 ***********************************************************************
 HV3356  DESIGNATION -  6 AFK 384 USGS
 HV3356  PID         -  HV3356
 HV3356  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3356  USGS QUAD   -  BELMONT (1983)
 HV3356
 HV3356                         *CURRENT SURVEY CONTROL
 HV3356  ___________________________________________________________________
 HV3356* NAD 83(1986)-  38 10 06.     (N)    077 51 52.     (W)     SCALED    
 HV3356* NAVD 88     -       116.69   (+/-2cm)     382.8    (feet)  VERTCON   
 HV3356  ___________________________________________________________________
 HV3356  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV3356
 HV3356  VERT ORDER  -  ? (See Below)
 HV3356
 HV3356.The horizontal coordinates were scaled from a topographic map and have
 HV3356.an estimated accuracy of +/- 6 seconds.
 HV3356
 HV3356.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3356.The vertical order pertains to the NGVD 29 superseded value.
 HV3356
 HV3356.The geoid height was determined by GEOID03.
 HV3356
 HV3356;                    North         East    Units  Estimated Accuracy
 HV3356;SPC VA N     - 2,055,880.    3,555,690.      MT  (+/- 180 meters Scaled)
 HV3356
 HV3356                          SUPERSEDED SURVEY CONTROL
 HV3356
 HV3356  NGVD 29 (??/??/??)  116.944  (m)          383.67   (f) ADJUSTED    ?  
 HV3356
 HV3356.Superseded values are not recommended for survey control.
 HV3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3356.See file dsdata.txt to determine how the superseded data were derived.
 HV3356
 HV3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH490283(NAD 83)
 HV3356_MARKER: DD = SURVEY DISK
 HV3356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3356_SP_SET: CONCRETE BASE OF GAS PUMP
 HV3356_STAMPING: 6 AFK 1964 384
 HV3356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3356
 HV3356  HISTORY     - Date     Condition        Report By
 HV3356  HISTORY     - 1964     MONUMENTED       USGS
 HV3356  HISTORY     - 19950219 GOOD             USPSQD
 HV3356  HISTORY     - 19981125 GOOD             USPSQD
 HV3356
 HV3356                          STATION DESCRIPTION
 HV3356
 HV3356'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HV3356'AT BELMONT.
 HV3356'AT BELMONT, 27 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 652,
 HV3356'14 FEET SOUTH OF THE SOUTH END OF A STORE, IN THE TOP OF A
 HV3356'GASOLINE PUMP CONCRETE BASE, AND 2.5 FEET WEST OF THE EAST END.
 HV3356
 HV3356                          STATION RECOVERY (1995)
 HV3356
 HV3356'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3356'RECOVERED IN GOOD CONDITION.
 HV3356
 HV3356                          STATION RECOVERY (1998)
 HV3356
 HV3356'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8301 ***********************************************************************
 HV8301  DESIGNATION -  6 B
 HV8301  PID         -  HV8301
 HV8301  STATE/COUNTY-  VA/FAIRFAX
 HV8301  USGS QUAD   -  ANNANDALE (1994)
 HV8301
 HV8301                         *CURRENT SURVEY CONTROL
 HV8301  ___________________________________________________________________
 HV8301* NAD 83(1993)-  38 48 05.55838(N)    077 14 21.82839(W)     ADJUSTED  
 HV8301* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 HV8301  ___________________________________________________________________
 HV8301  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HV8301  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV8301
 HV8301  HORZ ORDER  -  SECOND
 HV8301
 HV8301.The horizontal coordinates were established by classical geodetic methods
 HV8301.and adjusted by the National Geodetic Survey in November 1994..
 HV8301
 HV8301.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8301
 HV8301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8301
 HV8301.The geoid height was determined by GEOID03.
 HV8301
 HV8301;                    North         East     Units Scale Factor Converg.
 HV8301;SPC VA N     - 2,126,722.570 3,609,497.389   MT  0.99995353   +0 47 12.4
 HV8301;SPC VA N     - 6,977,422.30 11,842,159.35   sFT  0.99995353   +0 47 12.4
 HV8301;UTM  18      - 4,297,136.127   305,535.438   MT  1.00006569   -1 24 13.3
 HV8301
 HV8301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8301!SPC VA N     -   0.99999108  x   0.99995353  =   0.99994461
 HV8301!UTM  18      -   0.99999108  x   1.00006569  =   1.00005677
 HV8301
 HV8301                          SUPERSEDED SURVEY CONTROL
 HV8301
 HV8301  NAD 83(1993)-  38 48 05.55662(N)    077 14 21.83284(W) AD(       ) 2
 HV8301  NAD 83(1986)-  38 48 05.55677(N)    077 14 21.84186(W) AD(       ) 2
 HV8301  NGVD 29 (01/12/90)   89.0    (m)          292.     (f) VERT ANG       
 HV8301
 HV8301.Superseded values are not recommended for survey control.
 HV8301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8301.See file dsdata.txt to determine how the superseded data were derived.
 HV8301
 HV8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0553597136(NAD 83)
 HV8301_MARKER: Z = SEE DESCRIPTION
 HV8301_SETTING: 0 = UNSPECIFIED SETTING
 HV8301_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8301
 HV8301  HISTORY     - Date     Condition        Report By
 HV8301  HISTORY     - 1975     MONUMENTED       VA-059
 HV8301  HISTORY     - 19930424 MARK NOT FOUND   USPSQD
 HV8301  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8301
 HV8301                          STATION DESCRIPTION
 HV8301
 HV8301'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8301'THE STATION IS LOCATED ABOUT 4.8 MILES SOUTHEAST OF FAIRFAX CITY,
 HV8301'3.69 MILES NORTHWEST OF SPRINGFIELD AND 1.94 MILES SOUTHWEST OF
 HV8301'INTERCHANGE NUMBER 5, BRADDOCK ROAD AND CAPITOL BELTWAY, AND 0.15
 HV8301'MILES OFF CLYDESDALE ROAD UP THE POWER LINE, SOUTH. SEE FAIRFAX
 HV8301'COUNTY TAX MAP 79-1.
 HV8301'
 HV8301'TO REACH THE STATION FROM THE INTERSECTION OF THE BELTWAY, I-495, AND
 HV8301'BRADDOCK ROAD, ROUTE 620, AT EXIT 5, PROCEED WEST WITH BRADDOCK ROAD
 HV8301'FOR 1.0 MILES TO THE INTERSECTION WITH DANBURY FOREST DRIVE. TURN
 HV8301'LEFT, SOUTH, ONTO DANBURY FOREST DRIVE AND FOLLOW IT FOR 0.7 MILES TO
 HV8301'THE INTERSECTION WITH CLYDESDALE ROAD. TURN RIGHT, WEST, ON
 HV8301'CLYDESDALE ROAD AND PROCEED FOR 0.15 MILES TO THE OVERHEAD POWER LINE
 HV8301'CROSSING. TURN LEFT, SOUTH, UP THE DIRT ROAD THAT FOLLOWS THE POWER
 HV8301'LINES AND FOLLOW THAT FOR 0.15 MILES TO STATION ON THE RIGHT.
 HV8301'
 HV8301'THE STATION IS AN IRON PIN AND CAP ON THE POWER LINE BACK OF HOUSE
 HV8301'NUMBER 5501 EASTBOURNE DRIVE. THE CAP IS STAMPED---FAIRFAX CO DPW
 HV8301'SUR--- SET IN THE GROUND 6 INCHES BELOW THE SURFACE OF THE GROUND
 HV8301'LOCATED 84 FEET SE FROM CHAIN LINK FENCE BACK OF 5501 EASTBOURNE
 HV8301'DRIVE.
 HV8301'
 HV8301'REFERENCE MARK NO. 01 IS A FENCE POST, CENTER TOP, WHICH IS THE
 HV8301'CORNER POST, SOUTHEAST, BACK OF HOUSE NUMBER 5501 EASTBOURNE DRIVE
 HV8301'AND SEPARATES HOUSE 5503 A FENCE POST, CORNER POST.
 HV8301'
 HV8301'REFERENCE MARK NO. 02 IS A FENCE POST, THE SECOND FROM THE
 HV8301'SOUTHEAST CORNER POST, THE CORNER BEING NUMBER 1. THE SECOND POST
 HV8301'FROM THE CORNER, RUNNING BACK OF THE HOUSE 5501 AND PARALLELS THE
 HV8301'POWER LINE.
 HV8301
 HV8301                          STATION RECOVERY (1993)
 HV8301
 HV8301'RECOVERY NOTE BY US POWER SQUADRON 1993 (EES)
 HV8301'MARK NOT FOUND.
 HV8301
 HV8301                          STATION RECOVERY (1997)
 HV8301
 HV8301'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1728 ***********************************************************************
 GX1728  DESIGNATION -  6 BC
 GX1728  PID         -  GX1728
 GX1728  STATE/COUNTY-  VA/BUCHANAN
 GX1728  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1728
 GX1728                         *CURRENT SURVEY CONTROL
 GX1728  ___________________________________________________________________
 GX1728* NAD 83(1986)-  37 10 06.     (N)    081 54 11.     (W)     SCALED    
 GX1728* NAVD 88     -       574.736  (meters)    1885.61   (feet)  ADJUSTED  
 GX1728  ___________________________________________________________________
 GX1728  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1728  DYNAMIC HT  -         574.236 (meters)    1883.97  (feet)  COMP
 GX1728  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 GX1728
 GX1728  VERT ORDER  -  SECOND    CLASS 0
 GX1728
 GX1728.The horizontal coordinates were scaled from a topographic map and have
 GX1728.an estimated accuracy of +/- 6 seconds.
 GX1728
 GX1728.The orthometric height was determined by differential leveling
 GX1728.and adjusted by the National Geodetic Survey in June 1991..
 GX1728
 GX1728.The geoid height was determined by GEOID03.
 GX1728
 GX1728.The dynamic height is computed by dividing the NAVD 88
 GX1728.geopotential number by the normal gravity value computed on the
 GX1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1728.degrees latitude (g = 980.6199 gals.).
 GX1728
 GX1728.The modeled gravity was interpolated from observed gravity values.
 GX1728
 GX1728;                    North         East    Units  Estimated Accuracy
 GX1728;SPC VA S     - 1,098,110.    3,197,840.      MT  (+/- 180 meters Scaled)
 GX1728
 GX1728                          SUPERSEDED SURVEY CONTROL
 GX1728
 GX1728  NGVD 29 (??/??/92)  574.881  (m)         1886.09   (f) ADJ UNCH    2 0
 GX1728
 GX1728.Superseded values are not recommended for survey control.
 GX1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1728.See file dsdata.txt to determine how the superseded data were derived.
 GX1728
 GX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB198139(NAD 83)
 GX1728_MARKER: DD = SURVEY DISK
 GX1728_SETTING: 66 = SET IN ROCK OUTCROP
 GX1728_SP_SET: BEDROCK
 GX1728_STAMPING: 6 BC 1946
 GX1728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1728+STABILITY: POSITION/ELEVATION WELL
 GX1728
 GX1728  HISTORY     - Date     Condition        Report By
 GX1728  HISTORY     - 1946     MONUMENTED       USGS
 GX1728  HISTORY     - 1958     GOOD             CGS
 GX1728  HISTORY     - 1963     GOOD             CGS
 GX1728
 GX1728                          STATION DESCRIPTION
 GX1728
 GX1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1728'AT GRIMSLEYVILLE.
 GX1728'AT GRIMSLEYVILLE, 63 FEET WEST-NORTHWEST OF THE WEST END OF
 GX1728'NORTH CONCRETE BANISTER OF 9-FOOT BRIDGE OVER OSBORN BRANCH, 28
 GX1728'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 460 AND AT RIGHT
 GX1728'ANGLE ACROSS THE HIGHWAY FROM A WOODEN CHURCH, 2.2 FEET SOUTHWEST
 GX1728'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK AND BRICK STORE
 GX1728'BUILDING, IN TOP OF A 2 1/2- BY 1 1/2-FOOT EXPOSED PART OF A
 GX1728'BURIED ROCK OR BEDROCK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GX1728'HIGHWAY.
 GX1728
 GX1728                          STATION RECOVERY (1963)
 GX1728
 GX1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9430 ***********************************************************************
 AA9430  DESIGNATION -  6 HBC
 AA9430  PID         -  AA9430
 AA9430  STATE/COUNTY-  VA/CARROLL
 AA9430  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9430
 AA9430                         *CURRENT SURVEY CONTROL
 AA9430  ___________________________________________________________________
 AA9430* NAD 83(1993)-  36 41 06.70799(N)    080 27 43.41624(W)     ADJUSTED  
 AA9430* NAVD 88     -       886.79   (meters)    2909.4    (feet)  LEVELING  
 AA9430  ___________________________________________________________________
 AA9430  X           -     848,656.887 (meters)                     COMP
 AA9430  Y           -  -5,050,825.444 (meters)                     COMP
 AA9430  Z           -   3,789,945.674 (meters)                     COMP
 AA9430  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AA9430  ELLIP HEIGHT-         854.72  (meters)          (05/17/02) GPS OBS
 AA9430  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AA9430
 AA9430  HORZ ORDER  -  FIRST
 AA9430  VERT ORDER  -  THIRD ?
 AA9430  ELLP ORDER  -  FOURTH    CLASS II
 AA9430
 AA9430.The horizontal coordinates were established by GPS observations
 AA9430.and adjusted by the National Geodetic Survey in December 1995..
 AA9430
 AA9430.The orthometric height was determined by differential leveling.
 AA9430.The vertical network tie was performed by a horz. field party for horz.
 AA9430.obs reductions. Reset procedures were used to establish the elevation.
 AA9430
 AA9430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9430
 AA9430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9430
 AA9430.The ellipsoidal height was determined by GPS observations
 AA9430.and is referenced to NAD 83.
 AA9430
 AA9430.The geoid height was determined by GEOID03.
 AA9430
 AA9430;                    North         East     Units Scale Factor Converg.
 AA9430;SPC VA S     - 1,040,870.331 3,324,646.266   MT  1.00001579   -1 11 27.0
 AA9430;SPC VA S     - 3,414,922.08 10,907,610.29   sFT  1.00001579   -1 11 27.0
 AA9430;UTM  17      - 4,060,085.930   548,060.580   MT  0.99962846   +0 19 17.0
 AA9430
 AA9430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9430!SPC VA S     -   0.99986588  x   1.00001579  =   0.99988167
 AA9430!UTM  17      -   0.99986588  x   0.99962846  =   0.99949439
 AA9430
 AA9430                          SUPERSEDED SURVEY CONTROL
 AA9430
 AA9430  ELLIP H (12/05/95)  854.82   (m)                       GP(       ) 4 2
 AA9430
 AA9430.Superseded values are not recommended for survey control.
 AA9430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9430.See file dsdata.txt to determine how the superseded data were derived.
 AA9430
 AA9430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4806160086(NAD 83)
 AA9430_MARKER: DD = SURVEY DISK
 AA9430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9430_STAMPING: 6 HBC 1967 2910
 AA9430_MARK LOGO: USGS  
 AA9430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9430+STABILITY: SURFACE MOTION
 AA9430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9430+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AA9430
 AA9430  HISTORY     - Date     Condition        Report By
 AA9430  HISTORY     - 1967     MONUMENTED       USGS
 AA9430
 AA9430                          STATION DESCRIPTION
 AA9430
 AA9430'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AA9430'THE STATION IS LOCATED IN CARROLL COUNTY, VIRGINIA ABOUT 5.3 MILES
 AA9430'SOUTHWEST OF THE TOWN OF THE MEADOWS OF DAN.  TO REACH THE STATION
 AA9430'FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND THE BLUE RIDGE PARKWAY
 AA9430'PROCEED SOUTHWEST ALONG THE BLUE RIDGE PARKWAY 5.3 MILES TO MILE POST
 AA9430'183 AND THE STATION ON THE RIGHT.  THE STATION IS A STANDARD USGS
 AA9430'SURVEY DISK SET IN CONCRETE AND STAMPED 6 HBC 1967 2910.  THE STATION
 AA9430'IS 1.0 FOOT NORTHWEST FROM MILE POST 183, 6.7 FEET NORTHWEST FROM THE
 AA9430'EDGE OF ROAD OF THE BLUE RIDGE PARKWAY, 61.0 FEET NORTHWEST FROM A 24
 AA9430'INCH CLUMP DOGWOOD ON THE EAST SIDE OF THE BLUE RIDGE PARKWAY ROAD,
 AA9430'AND 122.0 FEET NORTHEAST FROM AN 18 INCH CLUMP DOGWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0054 ***********************************************************************
 GV0054  DESIGNATION -  6 L RM 1
 GV0054  PID         -  GV0054
 GV0054  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0054  USGS QUAD   -  REEDVILLE (1992)
 GV0054
 GV0054                         *CURRENT SURVEY CONTROL
 GV0054  ___________________________________________________________________
 GV0054* NAD 83(1986)-  37 51 55.     (N)    076 21 28.     (W)     SCALED    
 GV0054* NAVD 88     -        28.230  (meters)      92.62   (feet)  ADJUSTED  
 GV0054  ___________________________________________________________________
 GV0054  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV0054  DYNAMIC HT  -          28.210 (meters)      92.55  (feet)  COMP
 GV0054  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 GV0054
 GV0054  VERT ORDER  -  FIRST     CLASS I
 GV0054
 GV0054.The horizontal coordinates were scaled from a topographic map and have
 GV0054.an estimated accuracy of +/- 6 seconds.
 GV0054
 GV0054.The orthometric height was determined by differential leveling
 GV0054.and adjusted by the National Geodetic Survey in June 1991..
 GV0054
 GV0054.The geoid height was determined by GEOID03.
 GV0054
 GV0054.The dynamic height is computed by dividing the NAVD 88
 GV0054.geopotential number by the normal gravity value computed on the
 GV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0054.degrees latitude (g = 980.6199 gals.).
 GV0054
 GV0054.The modeled gravity was interpolated from observed gravity values.
 GV0054
 GV0054;                    North         East    Units  Estimated Accuracy
 GV0054;SPC VA S     - 1,172,150.    3,688,480.      MT  (+/- 180 meters Scaled)
 GV0054
 GV0054                          SUPERSEDED SURVEY CONTROL
 GV0054
 GV0054  NGVD 29 (??/??/??)   28.473  (m)           93.42   (f) ADJUSTED    1 1
 GV0054
 GV0054.Superseded values are not recommended for survey control.
 GV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0054.See file dsdata.txt to determine how the superseded data were derived.
 GV0054
 GV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG805917(NAD 83)
 GV0054_MARKER: DR = REFERENCE MARK DISK
 GV0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0054_STAMPING: 6L RM 1
 GV0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0054+STABILITY: SURFACE MOTION
 GV0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0054+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0054
 GV0054  HISTORY     - Date     Condition        Report By
 GV0054  HISTORY     - UNK      MONUMENTED       CGS
 GV0054  HISTORY     - 1971     GOOD             NGS
 GV0054  HISTORY     - 1987     GOOD             USPSQD
 GV0054  HISTORY     - 1988     GOOD             USPSQD
 GV0054  HISTORY     - 1989     GOOD             USPSQD
 GV0054  HISTORY     - 20020307 GOOD             USPSQD
 GV0054  HISTORY     - 20051026 GOOD             USPSQD
 GV0054
 GV0054                          STATION DESCRIPTION
 GV0054
 GV0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0054'1.4 MI S FROM BURGESS.
 GV0054'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0054'OF U.S. HIGHWAY 360 AT BURGESS, 29 FEET NORTHWEST OF THE CENTER
 GV0054'LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF THE CENTER LINE OF
 GV0054'COUNTY ROAD 699, 9 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1.3
 GV0054'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 GV0054'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GV0054'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 GV0054
 GV0054                          STATION RECOVERY (1987)
 GV0054
 GV0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC)
 GV0054'RECOVERED IN GOOD CONDITION.
 GV0054
 GV0054                          STATION RECOVERY (1988)
 GV0054
 GV0054'RECOVERY NOTE BY US POWER SQUADRON 1988 (MC)
 GV0054'RECOVERED IN GOOD CONDITION.
 GV0054
 GV0054                          STATION RECOVERY (1989)
 GV0054
 GV0054'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0054'RECOVERED IN GOOD CONDITION.
 GV0054
 GV0054                          STATION RECOVERY (2002)
 GV0054
 GV0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0054'RECOVERED IN GOOD CONDITION.
 GV0054
 GV0054                          STATION RECOVERY (2005)
 GV0054
 GV0054'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1721 ***********************************************************************
 GW1721  DESIGNATION -  6 S
 GW1721  PID         -  GW1721
 GW1721  STATE/COUNTY-  VA/BATH
 GW1721  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1721
 GW1721                         *CURRENT SURVEY CONTROL
 GW1721  ___________________________________________________________________
 GW1721* NAD 83(1986)-  37 57 39.     (N)    079 51 45.     (W)     SCALED    
 GW1721* NAVD 88     -       677.900  (meters)    2224.08   (feet)  ADJUSTED  
 GW1721  ___________________________________________________________________
 GW1721  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1721  DYNAMIC HT  -         677.337 (meters)    2222.23  (feet)  COMP
 GW1721  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GW1721
 GW1721  VERT ORDER  -  SECOND    CLASS 0
 GW1721
 GW1721.The horizontal coordinates were scaled from a topographic map and have
 GW1721.an estimated accuracy of +/- 6 seconds.
 GW1721
 GW1721.The orthometric height was determined by differential leveling
 GW1721.and adjusted by the National Geodetic Survey in June 1991..
 GW1721
 GW1721.The geoid height was determined by GEOID03.
 GW1721
 GW1721.The dynamic height is computed by dividing the NAVD 88
 GW1721.geopotential number by the normal gravity value computed on the
 GW1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1721.degrees latitude (g = 980.6199 gals.).
 GW1721
 GW1721.The modeled gravity was interpolated from observed gravity values.
 GW1721
 GW1721;                    North         East    Units  Estimated Accuracy
 GW1721;SPC VA N     - 2,033,540.    3,380,270.      MT  (+/- 180 meters Scaled)
 GW1721
 GW1721                          SUPERSEDED SURVEY CONTROL
 GW1721
 GW1721  NGVD 29 (??/??/92)  678.022  (m)         2224.48   (f) ADJ UNCH    2 0
 GW1721
 GW1721.Superseded values are not recommended for survey control.
 GW1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1721.See file dsdata.txt to determine how the superseded data were derived.
 GW1721
 GW1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC999020(NAD 83)
 GW1721_MARKER: DD = SURVEY DISK
 GW1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1721_STAMPING: 6 S 1928
 GW1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1721+STABILITY: SURFACE MOTION
 GW1721
 GW1721  HISTORY     - Date     Condition        Report By
 GW1721  HISTORY     - 1928     MONUMENTED       USGS
 GW1721  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW1721
 GW1721                          STATION DESCRIPTION
 GW1721
 GW1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1721'3.1 MI SW FROM HOT SPRINGS.
 GW1721'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1721'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT 93 YARDS
 GW1721'SOUTH OF THE MAIN ENTRANCE TO THE HOTEL, AT ROAD FORKS, ABOUT
 GW1721'120 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF
 GW1721'THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE CORNER.  A UNITED
 GW1721'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6-S 1928 AND SET
 GW1721'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3151 ***********************************************************************
 JV3151  DESIGNATION -  6 TN USGS
 JV3151  PID         -  JV3151
 JV3151  STATE/COUNTY-  VA/CLARKE
 JV3151  USGS QUAD   -  ASHBY GAP (1981)
 JV3151
 JV3151                         *CURRENT SURVEY CONTROL
 JV3151  ___________________________________________________________________
 JV3151* NAD 83(1986)-  39 02 18.     (N)    077 59 46.     (W)     SCALED    
 JV3151* NAVD 88     -       133.280  (meters)     437.27   (feet)  ADJUSTED  
 JV3151  ___________________________________________________________________
 JV3151  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JV3151  DYNAMIC HT  -         133.197 (meters)     437.00  (feet)  COMP
 JV3151  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JV3151
 JV3151  VERT ORDER  -  SECOND    CLASS 0
 JV3151
 JV3151.The horizontal coordinates were scaled from a topographic map and have
 JV3151.an estimated accuracy of +/- 6 seconds.
 JV3151
 JV3151.The orthometric height was determined by differential leveling
 JV3151.and adjusted by the National Geodetic Survey in June 1991..
 JV3151
 JV3151.The geoid height was determined by GEOID03.
 JV3151
 JV3151.The dynamic height is computed by dividing the NAVD 88
 JV3151.geopotential number by the normal gravity value computed on the
 JV3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3151.degrees latitude (g = 980.6199 gals.).
 JV3151
 JV3151.The modeled gravity was interpolated from observed gravity values.
 JV3151
 JV3151;                    North         East    Units  Estimated Accuracy
 JV3151;SPC VA N     - 2,152,380.    3,543,630.      MT  (+/- 180 meters Scaled)
 JV3151
 JV3151                          SUPERSEDED SURVEY CONTROL
 JV3151
 JV3151  NGVD 29 (??/??/??)  133.477  (m)          437.92   (f) ADJUSTED    2 0
 JV3151
 JV3151.Superseded values are not recommended for survey control.
 JV3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3151.See file dsdata.txt to determine how the superseded data were derived.
 JV3151
 JV3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ406253(NAD 83)
 JV3151_MARKER: DD = SURVEY DISK
 JV3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3151_STAMPING: NO 6 TN 1932
 JV3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3151+STABILITY: SURFACE MOTION
 JV3151
 JV3151  HISTORY     - Date     Condition        Report By
 JV3151  HISTORY     - 1932     MONUMENTED       USGS
 JV3151  HISTORY     - 1942     GOOD             CGS
 JV3151
 JV3151                          STATION DESCRIPTION
 JV3151
 JV3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3151'3.4 MI NW FROM PARIS.
 JV3151'IN CLARKE COUNTY, 3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 50 FROM
 JV3151'THE POST OFFICE AT PARIS, FAUQUIER COUNTY, AT THE SOUTHEAST END
 JV3151'OF BERRYS FERRY BRIDGE OVER SHENANDOAH RIVER, AT THE SOUTHEAST
 JV3151'END OF A GUARD FENCE AT THE APPROACH TO THE BRIDGE, AT A ROAD
 JV3151'JUNCTION, 33.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JV3151'8 FEET NORTHWEST OF A CORNER POST, 1.5 FEET SOUTHWEST OF THE
 JV3151'FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 JV3151'GEOLOGICAL SURVEY STANDARD DISK, STAMPED NO 6 TN 1932 AND SET
 JV3151'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1282 ***********************************************************************
 GW1282  DESIGNATION -  6 USGS
 GW1282  PID         -  GW1282
 GW1282  STATE/COUNTY-  VA/CAMPBELL
 GW1282  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1282
 GW1282                         *CURRENT SURVEY CONTROL
 GW1282  ___________________________________________________________________
 GW1282* NAD 83(1986)-  37 11 07.     (N)    079 12 15.     (W)     SCALED    
 GW1282* NAVD 88     -       265.964  (meters)     872.58   (feet)  ADJUSTED  
 GW1282  ___________________________________________________________________
 GW1282  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW1282  DYNAMIC HT  -         265.758 (meters)     871.91  (feet)  COMP
 GW1282  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 GW1282
 GW1282  VERT ORDER  -  SECOND    CLASS 0
 GW1282
 GW1282.The horizontal coordinates were scaled from a topographic map and have
 GW1282.an estimated accuracy of +/- 6 seconds.
 GW1282
 GW1282.The orthometric height was determined by differential leveling
 GW1282.and adjusted by the National Geodetic Survey in June 1991..
 GW1282
 GW1282.The geoid height was determined by GEOID03.
 GW1282
 GW1282.The dynamic height is computed by dividing the NAVD 88
 GW1282.geopotential number by the normal gravity value computed on the
 GW1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1282.degrees latitude (g = 980.6199 gals.).
 GW1282
 GW1282.The modeled gravity was interpolated from observed gravity values.
 GW1282
 GW1282;                    North         East    Units  Estimated Accuracy
 GW1282;SPC VA S     - 1,094,780.    3,437,480.      MT  (+/- 180 meters Scaled)
 GW1282
 GW1282                          SUPERSEDED SURVEY CONTROL
 GW1282
 GW1282  NGVD 29 (??/??/92)  266.191  (m)          873.33   (f) ADJ UNCH    2 0
 GW1282
 GW1282.Superseded values are not recommended for survey control.
 GW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1282.See file dsdata.txt to determine how the superseded data were derived.
 GW1282
 GW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB594169(NAD 83)
 GW1282_MARKER: DD = SURVEY DISK
 GW1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1282_STAMPING: 6 SKS 873 1953
 GW1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1282+STABILITY: SURFACE MOTION
 GW1282
 GW1282  HISTORY     - Date     Condition        Report By
 GW1282  HISTORY     - 1953     MONUMENTED       USGS
 GW1282  HISTORY     - 1964     GOOD             NGS
 GW1282  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1282
 GW1282                          STATION DESCRIPTION
 GW1282
 GW1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1282'7.7 MI NE FROM ALTAVISTA.
 GW1282'ABOUT 7.7 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1282'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF A CONCRETE
 GW1282'POST PROJECTING 4 INCHES, 53.5 FEET WEST OF CENTERLINE OF HIGHWAY
 GW1282'AND JUNCTION OF COUNTY ROAD 696, 3 FEET EAST OF A FENCE CORNER,
 GW1282'1 FOOT EAST OF A METAL WITNESS SIGN AND IS ABOUT 2 FEET BELOW THE
 GW1282'LEVEL OF THE HIGHWAY.
 GW1282
 GW1282                          STATION RECOVERY (1983)
 GW1282
 GW1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1282'NOT RECOVERED, THE MARK IS ASSUMED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0807 ***********************************************************************
 FY0807  DESIGNATION -  6 USGS
 FY0807  PID         -  FY0807
 FY0807  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0807  USGS QUAD   -  BLAIRS (1990)
 FY0807
 FY0807                         *CURRENT SURVEY CONTROL
 FY0807  ___________________________________________________________________
 FY0807* NAD 83(1986)-  36 41 21.     (N)    079 22 04.     (W)     SCALED    
 FY0807* NAVD 88     -       223.982  (meters)     734.85   (feet)  ADJUSTED  
 FY0807  ___________________________________________________________________
 FY0807  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY0807  DYNAMIC HT  -         223.799 (meters)     734.25  (feet)  COMP
 FY0807  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 FY0807
 FY0807  VERT ORDER  -  SECOND    CLASS 0
 FY0807
 FY0807.The horizontal coordinates were scaled from a topographic map and have
 FY0807.an estimated accuracy of +/- 6 seconds.
 FY0807
 FY0807.The orthometric height was determined by differential leveling
 FY0807.and adjusted by the National Geodetic Survey in June 1991..
 FY0807
 FY0807.The geoid height was determined by GEOID03.
 FY0807
 FY0807.The dynamic height is computed by dividing the NAVD 88
 FY0807.geopotential number by the normal gravity value computed on the
 FY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0807.degrees latitude (g = 980.6199 gals.).
 FY0807
 FY0807.The modeled gravity was interpolated from observed gravity values.
 FY0807
 FY0807;                    North         East    Units  Estimated Accuracy
 FY0807;SPC VA S     - 1,039,850.    3,422,440.      MT  (+/- 180 meters Scaled)
 FY0807
 FY0807                          SUPERSEDED SURVEY CONTROL
 FY0807
 FY0807  NGVD 29 (??/??/92)  224.215  (m)          735.61   (f) ADJ UNCH    2 0
 FY0807
 FY0807.Superseded values are not recommended for survey control.
 FY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0807.See file dsdata.txt to determine how the superseded data were derived.
 FY0807
 FY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA458616(NAD 83)
 FY0807_MARKER: DD = SURVEY DISK
 FY0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0807_SP_SET: CULVERT
 FY0807_STAMPING: 6 JAS 736 1963
 FY0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0807
 FY0807  HISTORY     - Date     Condition        Report By
 FY0807  HISTORY     - 1963     MONUMENTED       USGS
 FY0807  HISTORY     - 1964     GOOD             NGS
 FY0807  HISTORY     - 1983     MARK NOT FOUND   NGS
 FY0807
 FY0807                          STATION DESCRIPTION
 FY0807
 FY0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY0807'3.9 MI N FROM DANVILLE.
 FY0807'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0807'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS IN THE NORTH
 FY0807'EDGE OF DANVILLE TO THE MARK SET IN THE TOP OF SOUTH END OF WEST
 FY0807'HEADWALL OF A 36 INCH PIPE CULVERT, 57 FEET NORTH OF APPROXIMATE
 FY0807'CENTER OF COUNTY ROAD 719, 36.5 FEET WEST OF APPROXIMATE CENTER
 FY0807'OF HIGHWAY, 18 FEET NORTH OF POWER LINE POLE 130, 3 FEET EAST
 FY0807'OF A WIRE FENCE AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 FY0807'HIGHWAY.
 FY0807
 FY0807                          STATION RECOVERY (1983)
 FY0807
 FY0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0807'NOT RECOVERED, FILL HAS BEEN HAULED INTO THE AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1992 ***********************************************************************
 GW1992  DESIGNATION -  6 USGS RESET 1965
 GW1992  PID         -  GW1992
 GW1992  STATE/COUNTY-  VA/CAMPBELL
 GW1992  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1992
 GW1992                         *CURRENT SURVEY CONTROL
 GW1992  ___________________________________________________________________
 GW1992* NAD 83(1986)-  37 11 06.     (N)    079 12 13.     (W)     SCALED    
 GW1992* NAVD 88     -       267.675  (meters)     878.20   (feet)  ADJUSTED  
 GW1992  ___________________________________________________________________
 GW1992  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW1992  DYNAMIC HT  -         267.468 (meters)     877.52  (feet)  COMP
 GW1992  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 GW1992
 GW1992  VERT ORDER  -  FIRST     CLASS II
 GW1992
 GW1992.The horizontal coordinates were scaled from a topographic map and have
 GW1992.an estimated accuracy of +/- 6 seconds.
 GW1992
 GW1992.The orthometric height was determined by differential leveling
 GW1992.and adjusted by the National Geodetic Survey in June 1991..
 GW1992
 GW1992.The geoid height was determined by GEOID03.
 GW1992
 GW1992.The dynamic height is computed by dividing the NAVD 88
 GW1992.geopotential number by the normal gravity value computed on the
 GW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1992.degrees latitude (g = 980.6199 gals.).
 GW1992
 GW1992.The modeled gravity was interpolated from observed gravity values.
 GW1992
 GW1992;                    North         East    Units  Estimated Accuracy
 GW1992;SPC VA S     - 1,094,750.    3,437,530.      MT  (+/- 180 meters Scaled)
 GW1992
 GW1992                          SUPERSEDED SURVEY CONTROL
 GW1992
 GW1992.No superseded survey control is available for this station.
 GW1992
 GW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB594169(NAD 83)
 GW1992_MARKER: DD = SURVEY DISK
 GW1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1992_SP_SET: CONCRETE POST
 GW1992_STAMPING: 6 SKS 1956 RESET 1965
 GW1992_MARK LOGO: USGS  
 GW1992_PROJECTION: FLUSH
 GW1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1992+STABILITY: SURFACE MOTION
 GW1992
 GW1992  HISTORY     - Date     Condition        Report By
 GW1992  HISTORY     - 1965     MONUMENTED       USGS
 GW1992  HISTORY     - 1983     GOOD             NGS
 GW1992
 GW1992                          STATION DESCRIPTION
 GW1992
 GW1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1992'12.4 KM (7.7 MI) NE FROM ALTAVISTA.
 GW1992'12.4 KM (7.7 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 GW1992'IN ALTAVISTA TO THE MARK ON THE RIGHT, 14.63 METERS (48.0 FT) EAST OF
 GW1992'THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 28.65 METERS
 GW1992'(94.0 FT) NORTH OF THE CENTER OF COUNTY ROAD 696 EAST.
 GW1992'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 GW1992'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0992 ***********************************************************************
 FX0992  DESIGNATION -  60
 FX0992  PID         -  FX0992
 FX0992  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0992  USGS QUAD   -  SEDLEY (1989)
 FX0992
 FX0992                         *CURRENT SURVEY CONTROL
 FX0992  ___________________________________________________________________
 FX0992* NAD 83(1986)-  36 46 19.     (N)    076 55 30.     (W)     SCALED    
 FX0992* NAVD 88     -        17.897  (meters)      58.72   (feet)  POSTED    
 FX0992  ___________________________________________________________________
 FX0992  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 FX0992  DYNAMIC HT  -          17.880 (meters)      58.66  (feet)  COMP
 FX0992  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 FX0992
 FX0992  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0992
 FX0992.The horizontal coordinates were scaled from a topographic map and have
 FX0992.an estimated accuracy of +/- 6 seconds.
 FX0992
 FX0992.The orthometric height was determined by differential leveling
 FX0992.and adjusted by the National Geodetic Survey in 1992..
 FX0992.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0992.rate of 0.0 thru 1.0 mm/km.
 FX0992
 FX0992.The geoid height was determined by GEOID03.
 FX0992
 FX0992.The dynamic height is computed by dividing the NAVD 88
 FX0992.geopotential number by the normal gravity value computed on the
 FX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0992.degrees latitude (g = 980.6199 gals.).
 FX0992
 FX0992.The modeled gravity was interpolated from observed gravity values.
 FX0992
 FX0992;                    North         East    Units  Estimated Accuracy
 FX0992;SPC VA S     - 1,049,850.    3,640,600.      MT  (+/- 180 meters Scaled)
 FX0992
 FX0992                          SUPERSEDED SURVEY CONTROL
 FX0992
 FX0992  NGVD 29 (??/??/92)   18.345  (m)           60.19   (f) ADJ UNCH    2 0
 FX0992
 FX0992.Superseded values are not recommended for survey control.
 FX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0992.See file dsdata.txt to determine how the superseded data were derived.
 FX0992
 FX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF282713(NAD 83)
 FX0992_MARKER: DD = SURVEY DISK
 FX0992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0992_SP_SET: BUILDING
 FX0992_STAMPING: 60 1918
 FX0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0992
 FX0992  HISTORY     - Date     Condition        Report By
 FX0992  HISTORY     - 1918     MONUMENTED       USGS
 FX0992  HISTORY     - 1942     GOOD             NGS
 FX0992  HISTORY     - 1960     GOOD             NGS
 FX0992
 FX0992                          STATION DESCRIPTION
 FX0992
 FX0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX0992'3.5 MI E FROM SEDLEY.
 FX0992'3.5 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 FX0992'SEDLEY, SOUTHAMPTON COUNTY, AT THE CROSSING OF SECONDARY STATE
 FX0992'HIGHWAY 635, 95 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 34.5
 FX0992'FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE EAST FACE OF
 FX0992'THE SOUTHEAST CORNER OF THE J.L. DOUGHTIE STORE, 0.7 FOOT NORTH
 FX0992'OF THE CORNER, IN THE FOUNDATION, AND 0.7 FOOT ABOVE THE GROUND.
 FX0992'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 60 1918
 FX0992'AND SET VERTICALLY.
 FX0992
 FX0992                          STATION RECOVERY (1960)
 FX0992
 FX0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1520 ***********************************************************************
 FY1520  DESIGNATION -  60
 FY1520  PID         -  FY1520
 FY1520  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1520  USGS QUAD   -  BROSVILLE (1982)
 FY1520
 FY1520                         *CURRENT SURVEY CONTROL
 FY1520  ___________________________________________________________________
 FY1520* NAD 83(1986)-  36 36 33.     (N)    079 33 21.     (W)     SCALED    
 FY1520* NAVD 88     -       235.190  (meters)     771.62   (feet)  ADJUSTED  
 FY1520  ___________________________________________________________________
 FY1520  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 FY1520  DYNAMIC HT  -         234.993 (meters)     770.97  (feet)  COMP
 FY1520  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 FY1520
 FY1520  VERT ORDER  -  SECOND    CLASS 0
 FY1520
 FY1520.The horizontal coordinates were scaled from a topographic map and have
 FY1520.an estimated accuracy of +/- 6 seconds.
 FY1520
 FY1520.The orthometric height was determined by differential leveling
 FY1520.and adjusted by the National Geodetic Survey in June 1991..
 FY1520
 FY1520.The geoid height was determined by GEOID03.
 FY1520
 FY1520.The dynamic height is computed by dividing the NAVD 88
 FY1520.geopotential number by the normal gravity value computed on the
 FY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1520.degrees latitude (g = 980.6199 gals.).
 FY1520
 FY1520.The modeled gravity was interpolated from observed gravity values.
 FY1520
 FY1520;                    North         East    Units  Estimated Accuracy
 FY1520;SPC VA S     - 1,031,140.    3,405,540.      MT  (+/- 180 meters Scaled)
 FY1520
 FY1520                          SUPERSEDED SURVEY CONTROL
 FY1520
 FY1520  NGVD 29 (??/??/92)  235.418  (m)          772.37   (f) ADJ UNCH    2 0
 FY1520
 FY1520.Superseded values are not recommended for survey control.
 FY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1520.See file dsdata.txt to determine how the superseded data were derived.
 FY1520
 FY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA291524(NAD 83)
 FY1520_MARKER: DB = BENCH MARK DISK
 FY1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1520_STAMPING: 772 60 JAS 1963
 FY1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1520+STABILITY: SURFACE MOTION
 FY1520
 FY1520  HISTORY     - Date     Condition        Report By
 FY1520  HISTORY     - 1963     MONUMENTED       USGS
 FY1520  HISTORY     - 1964     GOOD             USGS
 FY1520
 FY1520                          STATION DESCRIPTION
 FY1520
 FY1520'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FY1520'3.2 MI E FROM BROSVILLE.
 FY1520'3.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE BROSVILLE HIGH
 FY1520'SCHOOL TO THE MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FY1520'THE GROUND, 70 FEET SOUTH OF CENTER LINE OF EAST BOUND LANE,
 FY1520'65.6 FEET WEST OF COUNTY ROAD 875, 1.8 FEET NORTH OF TELEPHONE
 FY1520'POLE 569, 1.0 FOOT SOUTH OF A METAL WITNESS SIGN AND IS ABOUT
 FY1520'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5831 ***********************************************************************
 GV5831  DESIGNATION -  60
 GV5831  PID         -  GV5831
 GV5831  STATE/COUNTY-  VA/C OF RICHMOND
 GV5831  USGS QUAD   -  BON AIR (1994)
 GV5831
 GV5831                         *CURRENT SURVEY CONTROL
 GV5831  ___________________________________________________________________
 GV5831* NAD 83(1993)-  37 32 16.46214(N)    077 35 05.04208(W)     ADJUSTED  
 GV5831* NAVD 88     -       104.22   (+/-2cm)     341.9    (feet)  VERTCON   
 GV5831  ___________________________________________________________________
 GV5831  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV5831  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV5831
 GV5831  HORZ ORDER  -  SECOND
 GV5831  VERT ORDER  -  THIRD ? (See Below)
 GV5831
 GV5831.The horizontal coordinates were established by classical geodetic methods
 GV5831.and adjusted by the National Geodetic Survey in November 1994..
 GV5831
 GV5831.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5831.The vertical order pertains to the NGVD 29 superseded value.
 GV5831
 GV5831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5831
 GV5831.The geoid height was determined by GEOID03.
 GV5831
 GV5831;                    North         East     Units Scale Factor Converg.
 GV5831;SPC VA S     - 1,134,070.236 3,580,886.553   MT  0.99994981   +0 33 19.8
 GV5831;SPC VA S     - 3,720,695.43 11,748,291.97   sFT  0.99994981   +0 33 19.8
 GV5831;UTM  18      - 4,157,686.478   271,630.583   MT  1.00024244   -1 34 31.9
 GV5831
 GV5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5831!SPC VA S     -   0.99998879  x   0.99994981  =   0.99993860
 GV5831!UTM  18      -   0.99998879  x   1.00024244  =   1.00023122
 GV5831
 GV5831|---------------------------------------------------------------------|
 GV5831| PID    Reference Object                     Distance      Geod. Az  |
 GV5831|                                                           dddmmss.s |
 GV5831| DC5518 60 RM                                12.364 METERS 01219     |
 GV5831| GV5832 59                                  APPROX. 0.6 KM 1892841.2 |
 GV5831| GV5834 61                                  158.654 METERS 29951     |
 GV5831|---------------------------------------------------------------------|
 GV5831
 GV5831                          SUPERSEDED SURVEY CONTROL
 GV5831
 GV5831  NAD 83(1986)-  37 32 16.46839(N)    077 35 05.05889(W) AD(       ) 2
 GV5831  NAD 27      -  37 32 15.93654(N)    077 35 06.10316(W) AD(       ) 2
 GV5831  NGVD 29 (07/19/86)  104.52   (m)          342.9    (f) LEVELING    3  
 GV5831
 GV5831.Superseded values are not recommended for survey control.
 GV5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5831.See file dsdata.txt to determine how the superseded data were derived.
 GV5831
 GV5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7163157686(NAD 83)
 GV5831_MARKER: Z = SEE DESCRIPTION
 GV5831_SETTING: 0 = UNSPECIFIED SETTING
 GV5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5831+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2003
 GV5831
 GV5831  HISTORY     - Date     Condition        Report By
 GV5831  HISTORY     - 1972     MONUMENTED       VA2060
 GV5831  HISTORY     - 19951011 GOOD             USPSQD
 GV5831  HISTORY     - 19991014 GOOD             USPSQD
 GV5831  HISTORY     - 20031113 GOOD             USPSQD
 GV5831
 GV5831                          STATION DESCRIPTION
 GV5831
 GV5831'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5831'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5831'BUFORD RD., THENCE WEST ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5831'THENCE SOUTH ON HUGUENOT RD. 1.25 MILES TO SHOREHAM DR., THENCE
 GV5831'WEST ON SHOREHAM DR. 0.30 MILE TO POINT NO. 60.
 GV5831'
 GV5831'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5831'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5831'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5831'ABOUT 6 INCHES BELOW GROUND.
 GV5831'
 GV5831'30.6 FEET W. OF C/L OF SHOREHAM RD., 74.5 FEET S. OF C/L OF EPSILON
 GV5831'RD., 34.7 FEET S. E. OF 8 INCH PINE TREE, 10.5 FEET N. W. OF NORTH
 GV5831'END OF 15 INCH CONCRETE PIPE.
 GV5831'
 GV5831'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5831'CENTER OF PIN, SET FLUSH TO GROUND.  28.3 FEET W. OF C/L OF SHOREHAM
 GV5831'RD., 33.7 FEET S. OF C/L OF EPSILON RD., 32.9 FEET E. OF 8 INCH
 GV5831'PINE TREE.
 GV5831'
 GV5831'DISTANCE BETWEEN PT. 60 AND R. M. IS 40.57 FT., 12.364 M.
 GV5831'
 GV5831'NEAREST TOWN--RICHMOND.
 GV5831
 GV5831                          STATION RECOVERY (1995)
 GV5831
 GV5831'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5831'RECOVERED IN GOOD CONDITION.
 GV5831
 GV5831                          STATION RECOVERY (1999)
 GV5831
 GV5831'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5831'RECOVERED IN GOOD CONDITION.
 GV5831
 GV5831                          STATION RECOVERY (2003)
 GV5831
 GV5831'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9254 ***********************************************************************
 HV9254  DESIGNATION -  60 0.5
 HV9254  PID         -  HV9254
 HV9254  STATE/COUNTY-  VA/CAROLINE
 HV9254  USGS QUAD   -  
 HV9254
 HV9254                         *CURRENT SURVEY CONTROL
 HV9254  ___________________________________________________________________
 HV9254* NAD 83(1986)-  38 12 10.     (N)    077 22 20.     (W)     SCALED    
 HV9254* NAVD 88     -        67.554  (meters)     221.63   (feet)  ADJUSTED  
 HV9254  ___________________________________________________________________
 HV9254  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9254  DYNAMIC HT  -          67.513 (meters)     221.50  (feet)  COMP
 HV9254  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9254
 HV9254  VERT ORDER  -  FIRST     CLASS II
 HV9254
 HV9254.The horizontal coordinates were scaled from a topographic map and have
 HV9254.an estimated accuracy of +/- 6 seconds.
 HV9254
 HV9254.The orthometric height was determined by differential leveling
 HV9254.and adjusted by the National Geodetic Survey in November 1999..
 HV9254
 HV9254.The geoid height was determined by GEOID03.
 HV9254
 HV9254.The dynamic height is computed by dividing the NAVD 88
 HV9254.geopotential number by the normal gravity value computed on the
 HV9254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9254.degrees latitude (g = 980.6199 gals.).
 HV9254
 HV9254.The modeled gravity was interpolated from observed gravity values.
 HV9254
 HV9254;                    North         East    Units  Estimated Accuracy
 HV9254;SPC VA N     - 2,060,110.    3,598,780.      MT  (+/- 180 meters Scaled)
 HV9254
 HV9254                          SUPERSEDED SURVEY CONTROL
 HV9254
 HV9254.No superseded survey control is available for this station.
 HV9254
 HV9254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9254_MARKER: I = METAL ROD
 HV9254_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9254_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9254_STAMPING: 60-0.5
 HV9254_MARK LOGO: NGS   
 HV9254_PROJECTION: RECESSED 5 CENTIMETERS
 HV9254_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9254+STABILITY: POSITION/ELEVATION WELL
 HV9254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9254+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9254_ROD/PIPE-DEPTH: 6.1  meters
 HV9254_SLEEVE-DEPTH  : .91 meters
 HV9254
 HV9254  HISTORY     - Date     Condition        Report By
 HV9254  HISTORY     - 1992     MONUMENTED       NGS
 HV9254  HISTORY     - 20020116 GOOD             USPSQD
 HV9254
 HV9254                          STATION DESCRIPTION
 HV9254
 HV9254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9254'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9254'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9254'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9254'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9254'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9254'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9254'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9254'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9254'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9254'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9254'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9254'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9254'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9254'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9254'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9254'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9254'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9254'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9254'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9254'IS RECESSED 5 CM (2 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9254'GROUND SURFACE.  THE MARK IS 88.6 M (290.7 FT) NORTHEAST OF THE
 HV9254'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9254'AND EQUIPMENT SECTION, 71.5 M (234.6 FT) NORTHEAST OF THE NORTHWEST
 HV9254'CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 68.1 M (223.4 FT)
 HV9254'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 8, 63.5 M (208.3 FT)
 HV9254'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9254'THE GARAGE AND 44.9 M (147.3 FT) EAST OF THE EAST EDGE OF THE
 HV9254'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9254
 HV9254                          STATION RECOVERY (2002)
 HV9254
 HV9254'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9255 ***********************************************************************
 HV9255  DESIGNATION -  60 1.5
 HV9255  PID         -  HV9255
 HV9255  STATE/COUNTY-  VA/CAROLINE
 HV9255  USGS QUAD   -  
 HV9255
 HV9255                         *CURRENT SURVEY CONTROL
 HV9255  ___________________________________________________________________
 HV9255* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9255* NAVD 88     -        66.526  (meters)     218.26   (feet)  ADJUSTED  
 HV9255  ___________________________________________________________________
 HV9255  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9255  DYNAMIC HT  -          66.485 (meters)     218.13  (feet)  COMP
 HV9255  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9255
 HV9255  VERT ORDER  -  FIRST     CLASS II
 HV9255
 HV9255.The horizontal coordinates were scaled from a topographic map and have
 HV9255.an estimated accuracy of +/- 6 seconds.
 HV9255
 HV9255.The orthometric height was determined by differential leveling
 HV9255.and adjusted by the National Geodetic Survey in November 1999..
 HV9255
 HV9255.The geoid height was determined by GEOID03.
 HV9255
 HV9255.The dynamic height is computed by dividing the NAVD 88
 HV9255.geopotential number by the normal gravity value computed on the
 HV9255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9255.degrees latitude (g = 980.6199 gals.).
 HV9255
 HV9255.The modeled gravity was interpolated from observed gravity values.
 HV9255
 HV9255;                    North         East    Units  Estimated Accuracy
 HV9255;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9255
 HV9255                          SUPERSEDED SURVEY CONTROL
 HV9255
 HV9255.No superseded survey control is available for this station.
 HV9255
 HV9255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9255_MARKER: I = METAL ROD
 HV9255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9255_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9255_STAMPING: 60-1.5
 HV9255_MARK LOGO: NGS   
 HV9255_PROJECTION: RECESSED 5 CENTIMETERS
 HV9255_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9255+STABILITY: POSITION/ELEVATION WELL
 HV9255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9255+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9255_ROD/PIPE-DEPTH: 4.9  meters
 HV9255_SLEEVE-DEPTH  : .91 meters
 HV9255
 HV9255  HISTORY     - Date     Condition        Report By
 HV9255  HISTORY     - 1992     MONUMENTED       NGS
 HV9255  HISTORY     - 20020116 GOOD             USPSQD
 HV9255
 HV9255                          STATION DESCRIPTION
 HV9255
 HV9255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9255'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9255'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9255'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9255'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9255'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9255'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9255'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9255'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9255'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9255'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9255'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9255'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9255'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9255'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9255'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9255'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9255'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9255'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9255'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9255'IS RECESSED 5 CM (2 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9255'GROUND SURFACE.  THE MARK IS 87.7 M (287.7 FT) NORTHEAST OF THE
 HV9255'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9255'AND EQUIPMENT SECTION, 74.6 M (244.8 FT) SOUTHWEST OF THE SOUTHWEST
 HV9255'CORNER OF BUILDING 8, 72.9 M (239.2 FT) NORTH-NORTHEAST OF THE
 HV9255'NORTHWEST CORNER OF THE LEAN-TO EXTENSION ON THE GARAGE, 69.3 M
 HV9255'(227.4 FT) NORTH OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9255'THE GARAGE AND 30.5 M (100.1 FT) EAST OF THE EAST EDGE OF THE
 HV9255'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9255
 HV9255                          STATION RECOVERY (2002)
 HV9255
 HV9255'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9256 ***********************************************************************
 HV9256  DESIGNATION -  60 2.5
 HV9256  PID         -  HV9256
 HV9256  STATE/COUNTY-  VA/CAROLINE
 HV9256  USGS QUAD   -  
 HV9256
 HV9256                         *CURRENT SURVEY CONTROL
 HV9256  ___________________________________________________________________
 HV9256* NAD 83(1986)-  38 12 10.     (N)    077 22 21.     (W)     SCALED    
 HV9256* NAVD 88     -        65.572  (meters)     215.13   (feet)  ADJUSTED  
 HV9256  ___________________________________________________________________
 HV9256  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9256  DYNAMIC HT  -          65.532 (meters)     215.00  (feet)  COMP
 HV9256  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV9256
 HV9256  VERT ORDER  -  FIRST     CLASS II
 HV9256
 HV9256.The horizontal coordinates were scaled from a topographic map and have
 HV9256.an estimated accuracy of +/- 6 seconds.
 HV9256
 HV9256.The orthometric height was determined by differential leveling
 HV9256.and adjusted by the National Geodetic Survey in November 1999..
 HV9256
 HV9256.The geoid height was determined by GEOID03.
 HV9256
 HV9256.The dynamic height is computed by dividing the NAVD 88
 HV9256.geopotential number by the normal gravity value computed on the
 HV9256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9256.degrees latitude (g = 980.6199 gals.).
 HV9256
 HV9256.The modeled gravity was interpolated from observed gravity values.
 HV9256
 HV9256;                    North         East    Units  Estimated Accuracy
 HV9256;SPC VA N     - 2,060,110.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV9256
 HV9256                          SUPERSEDED SURVEY CONTROL
 HV9256
 HV9256.No superseded survey control is available for this station.
 HV9256
 HV9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922309(NAD 83)
 HV9256_MARKER: I = METAL ROD
 HV9256_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV9256_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV9256_STAMPING: 60-2.5
 HV9256_MARK LOGO: NGS   
 HV9256_PROJECTION: RECESSED 2 CENTIMETERS
 HV9256_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9256+STABILITY: POSITION/ELEVATION WELL
 HV9256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9256+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9256_ROD/PIPE-DEPTH: 4.9  meters
 HV9256_SLEEVE-DEPTH  : .91 meters
 HV9256
 HV9256  HISTORY     - Date     Condition        Report By
 HV9256  HISTORY     - 1992     MONUMENTED       NGS
 HV9256  HISTORY     - 20020116 GOOD             USPSQD
 HV9256
 HV9256                          STATION DESCRIPTION
 HV9256
 HV9256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9256'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV9256'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV9256'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV9256'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV9256'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV9256'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV9256'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV9256'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV9256'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV9256'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV9256'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV9256'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV9256'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV9256'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV9256'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV9256'OFF BEHIND THE GARAGE, A DATUM POINT ATTACHED TO A STAINLESS STEEL
 HV9256'ROD DRIVEN TO REFUSAL, WITH THE UPPER 91 CM (36 IN) OF ROD ENCASED IN
 HV9256'A 2.5 CM (1 IN) DIAMETER GREASE-FILLED SLEEVE, ENCLOSED IN A 61 CM
 HV9256'(24 IN) LONG 13 CM (5 IN) DIAMETER PVC PIPE WITH LOGO CAP.  THE MARK
 HV9256'IS RECESSED 2.5 CM (1 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV9256'GROUND SURFACE.  THE MARK IS 86.0 M (282.2 FT) NORTH-NORTHEAST OF THE
 HV9256'NORTHEAST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S. INSTRUMENT
 HV9256'AND EQUIPMENT SECTION, 82.4 M (270.3 FT) SOUTHWEST OF THE SOUTHWEST
 HV9256'CORNER OF BUILDING 8, 73.1 M (239.8 FT) NORTH OF THE NORTHWEST CORNER
 HV9256'OF THE LEAN-TO EXTENSION ON THE GARAGE, 72.5 M (237.9 FT)
 HV9256'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE LEAN-TO EXTENSION ON
 HV9256'THE GARAGE AND 20.1 M (65.9 FT) EAST OF THE EAST EDGE OF THE
 HV9256'NORTH-SOUTH ACCESS ROAD LEADING TO THE EARTH COIL BUILDING.
 HV9256
 HV9256                          STATION RECOVERY (2002)
 HV9256
 HV9256'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5525 ***********************************************************************
 AJ5525  DESIGNATION -  60 AFK
 AJ5525  PID         -  AJ5525
 AJ5525  STATE/COUNTY-  VA/STAFFORD
 AJ5525  USGS QUAD   -  SALEM CHURCH (1994)
 AJ5525
 AJ5525                         *CURRENT SURVEY CONTROL
 AJ5525  ___________________________________________________________________
 AJ5525* NAD 83(1993)-  38 20 28.91713(N)    077 31 30.60683(W)     ADJUSTED  
 AJ5525* NAVD 88     -        80.96   (meters)     265.6    (feet)  LEVELING  
 AJ5525  ___________________________________________________________________
 AJ5525  X           -   1,082,008.601 (meters)                     COMP
 AJ5525  Y           -  -4,890,791.501 (meters)                     COMP
 AJ5525  Z           -   3,935,263.315 (meters)                     COMP
 AJ5525  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ5525  ELLIP HEIGHT-          48.52  (meters)          (05/17/02) GPS OBS
 AJ5525  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AJ5525
 AJ5525  HORZ ORDER  -  FIRST
 AJ5525  VERT ORDER  -  THIRD ?
 AJ5525  ELLP ORDER  -  FOURTH    CLASS II
 AJ5525
 AJ5525.The horizontal coordinates were established by GPS observations
 AJ5525.and adjusted by the National Geodetic Survey in October 2001..
 AJ5525
 AJ5525.The orthometric height was determined by differential leveling.
 AJ5525.The vertical network tie was performed by a horz. field party for horz.
 AJ5525.obs reductions. Reset procedures were used to establish the elevation.
 AJ5525
 AJ5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5525
 AJ5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5525
 AJ5525.The ellipsoidal height was determined by GPS observations
 AJ5525.and is referenced to NAD 83.
 AJ5525
 AJ5525.The geoid height was determined by GEOID03.
 AJ5525
 AJ5525;                    North         East     Units Scale Factor Converg.
 AJ5525;SPC VA N     - 2,075,342.573 3,585,218.408   MT  0.99995993   +0 36 30.3
 AJ5525;SPC VA N     - 6,808,853.09 11,762,504.06   sFT  0.99995993   +0 36 30.3
 AJ5525;UTM  18      - 4,246,709.299   279,311.965   MT  1.00019983   -1 34 01.6
 AJ5525
 AJ5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5525!SPC VA N     -   0.99999239  x   0.99995993  =   0.99995232
 AJ5525!UTM  18      -   0.99999239  x   1.00019983  =   1.00019222
 AJ5525
 AJ5525                          SUPERSEDED SURVEY CONTROL
 AJ5525
 AJ5525  ELLIP H (10/09/01)   48.52   (m)                       GP(       ) 4 1
 AJ5525
 AJ5525.Superseded values are not recommended for survey control.
 AJ5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5525.See file dsdata.txt to determine how the superseded data were derived.
 AJ5525
 AJ5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7931246709(NAD 83)
 AJ5525_MARKER: DD = SURVEY DISK
 AJ5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5525_STAMPING: 60 AFK
 AJ5525_MARK LOGO: USGS  
 AJ5525_PROJECTION: PROJECTING 10 CENTIMETERS
 AJ5525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5525+STABILITY: SURFACE MOTION
 AJ5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5525+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5525
 AJ5525  HISTORY     - Date     Condition        Report By
 AJ5525  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5525
 AJ5525                          STATION DESCRIPTION
 AJ5525
 AJ5525'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5525'THE STATION IS LOCATED IN SOUTHERN STAFFORD COUNTY,  VIRGINIA.
 AJ5525' 
 AJ5525'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND WARRENTON ROAD
 AJ5525'(ROUTE 17)
 AJ5525'PROCEED NORTHWEST ALONG WARRENTON ROAD (ROUTE 17) A DISTANCE OF 0.3
 AJ5525'MILE TO ITS
 AJ5525'INTERSECTION WITH SANFORD DRIVE (ROUTE 670).  TURN LEFT AND
 AJ5525'PROCEED SOUTHWEST ALONG SANFORD DRIVE (ROUTE 670) A DISTANCE OF 1.9
 AJ5525'MILES TO
 AJ5525'THE STATION ON THE LEFT IN FRONT OF HOUSE NUMBER 464.
 AJ5525' 
 AJ5525'THE STATION IS A STANDARD 3 1/2 INCH USGS SURVEY DISK SET IN
 AJ5525'CONCRETE 4 INCHES ABOVE THE GROUND SURFACE AND STAMPED 60 AFK.
 AJ5525'THE DISK IS DAMAGED.  HALF OF IT IS GONE.
 AJ5525' 
 AJ5525'THE STATION IS 8.0 FEET AZIMUTH 25 DEGREES TO THE EDGE OF
 AJ5525'SANFORD DRIVE, 18.0 FEET AZIMUTH 180 DEGREES TO THE EDGE OF AN
 AJ5525'ASPHALT DRIVE TO A BRICK HOUSE  NUMBER 464, AND 1.0 FOOT AZIMUTH 215
 AJ5525'DEGREES TO A US GEOLOGICAL SURVEY WITNESS POST.
 AJ5525' 
 AJ5525' 
 AJ5525' 
 AJ5525'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2653 ***********************************************************************
 GV2653  DESIGNATION -  600 C OF R
 GV2653  PID         -  GV2653
 GV2653  STATE/COUNTY-  VA/CHESTERFIELD
 GV2653  USGS QUAD   -  BON AIR (1994)
 GV2653
 GV2653                         *CURRENT SURVEY CONTROL
 GV2653  ___________________________________________________________________
 GV2653* NAD 83(1986)-  37 33 09.     (N)    077 32 26.     (W)     SCALED    
 GV2653* NAVD 88     -        49.926  (meters)     163.80   (feet)  ADJUSTED  
 GV2653  ___________________________________________________________________
 GV2653  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV2653  DYNAMIC HT  -          49.892 (meters)     163.69  (feet)  COMP
 GV2653  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV2653
 GV2653  VERT ORDER  -  SECOND    CLASS 0
 GV2653
 GV2653.The horizontal coordinates were scaled from a topographic map and have
 GV2653.an estimated accuracy of +/- 6 seconds.
 GV2653
 GV2653.The orthometric height was determined by differential leveling
 GV2653.and adjusted by the National Geodetic Survey in June 1991..
 GV2653
 GV2653.The geoid height was determined by GEOID03.
 GV2653
 GV2653.The dynamic height is computed by dividing the NAVD 88
 GV2653.geopotential number by the normal gravity value computed on the
 GV2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2653.degrees latitude (g = 980.6199 gals.).
 GV2653
 GV2653.The modeled gravity was interpolated from observed gravity values.
 GV2653
 GV2653;                    North         East    Units  Estimated Accuracy
 GV2653;SPC VA S     - 1,135,730.    3,584,770.      MT  (+/- 180 meters Scaled)
 GV2653
 GV2653                          SUPERSEDED SURVEY CONTROL
 GV2653
 GV2653  NGVD 29 (??/??/??)   50.242  (m)          164.84   (f) ADJUSTED    2 0
 GV2653
 GV2653.Superseded values are not recommended for survey control.
 GV2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2653.See file dsdata.txt to determine how the superseded data were derived.
 GV2653
 GV2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG755592(NAD 83)
 GV2653_MARKER: DD = SURVEY DISK
 GV2653_SETTING: 0 = UNSPECIFIED SETTING
 GV2653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2653+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2653
 GV2653  HISTORY     - Date     Condition        Report By
 GV2653  HISTORY     - UNK      MONUMENTED       VA2060
 GV2653  HISTORY     - 1972     GOOD             NGS
 GV2653  HISTORY     - 1987     GOOD             USPSQD
 GV2653  HISTORY     - 20000107 GOOD             USPSQD
 GV2653  HISTORY     - 20041023 GOOD             USPSQD
 GV2653
 GV2653                          STATION DESCRIPTION
 GV2653
 GV2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2653'AT RICHMOND.
 GV2653'26.5 FEET NORTHEAST OF THE CENTERLINE OF CHEROKEE ROAD, 20 FEET
 GV2653'WEST OF THE CENTERLINE OF STRATFORD ROAD, 13.5 FEET SOUTHWEST OF
 GV2653'VEPCO POLE NO. AI51, 77 FEET NORTHEAST OF A FIRE HYDRANT SOUTH
 GV2653'OF CHEROKEE ROAD, 56 FEET NORTH OF A 3 FEET TWIN OAK.
 GV2653
 GV2653                          STATION RECOVERY (1987)
 GV2653
 GV2653'RECOVERY NOTE BY US POWER SQUADRON 1987 (LS)
 GV2653'RECOVERED IN GOOD CONDITION.
 GV2653
 GV2653                          STATION RECOVERY (2000)
 GV2653
 GV2653'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2653'RECOVERED IN GOOD CONDITION.
 GV2653
 GV2653                          STATION RECOVERY (2004)
 GV2653
 GV2653'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2653'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2652 ***********************************************************************
 GV2652  DESIGNATION -  601 C OF R
 GV2652  PID         -  GV2652
 GV2652  STATE/COUNTY-  VA/CHESTERFIELD
 GV2652  USGS QUAD   -  BON AIR (1994)
 GV2652
 GV2652                         *CURRENT SURVEY CONTROL
 GV2652  ___________________________________________________________________
 GV2652* NAD 83(1986)-  37 33 25.     (N)    077 32 17.     (W)     SCALED    
 GV2652* NAVD 88     -        38.628  (meters)     126.73   (feet)  ADJUSTED  
 GV2652  ___________________________________________________________________
 GV2652  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV2652  DYNAMIC HT  -          38.601 (meters)     126.64  (feet)  COMP
 GV2652  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 GV2652
 GV2652  VERT ORDER  -  SECOND    CLASS 0
 GV2652
 GV2652.The horizontal coordinates were scaled from a topographic map and have
 GV2652.an estimated accuracy of +/- 6 seconds.
 GV2652
 GV2652.The orthometric height was determined by differential leveling
 GV2652.and adjusted by the National Geodetic Survey in June 1991..
 GV2652
 GV2652.The geoid height was determined by GEOID03.
 GV2652
 GV2652.The dynamic height is computed by dividing the NAVD 88
 GV2652.geopotential number by the normal gravity value computed on the
 GV2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2652.degrees latitude (g = 980.6199 gals.).
 GV2652
 GV2652.The modeled gravity was interpolated from observed gravity values.
 GV2652
 GV2652;                    North         East    Units  Estimated Accuracy
 GV2652;SPC VA S     - 1,136,220.    3,584,990.      MT  (+/- 180 meters Scaled)
 GV2652
 GV2652                          SUPERSEDED SURVEY CONTROL
 GV2652
 GV2652  NGVD 29 (??/??/??)   38.943  (m)          127.77   (f) ADJUSTED    2 0
 GV2652
 GV2652.Superseded values are not recommended for survey control.
 GV2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2652.See file dsdata.txt to determine how the superseded data were derived.
 GV2652
 GV2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG758596(NAD 83)
 GV2652_MARKER: DD = SURVEY DISK
 GV2652_SETTING: 0 = UNSPECIFIED SETTING
 GV2652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2652+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2652
 GV2652  HISTORY     - Date     Condition        Report By
 GV2652  HISTORY     - UNK      MONUMENTED       VA2060
 GV2652  HISTORY     - 1972     GOOD             NGS
 GV2652  HISTORY     - 1987     GOOD             USPSQD
 GV2652  HISTORY     - 20000107 GOOD             USPSQD
 GV2652  HISTORY     - 20041023 GOOD             USPSQD
 GV2652
 GV2652                          STATION DESCRIPTION
 GV2652
 GV2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2652'AT RICHMOND.
 GV2652'19.5 FEET SOUTHEAST OF THE CENTERLINE OF STRATFORD ROAD, 34.5
 GV2652'FEET SOUTHWEST OF THE CENTERLINE OF CUSTIS ROAD, 30 FEET NORTHEAST
 GV2652'OF A 2 FEET OAK, 42.5 FEET SOUTH OF VEPCO POLE NO. 30AMP, 78 FEET
 GV2652'SOUTHWEST OF A 1.8 FEET OAK.
 GV2652
 GV2652                          STATION RECOVERY (1987)
 GV2652
 GV2652'RECOVERY NOTE BY US POWER SQUADRON 1987 (VTC)
 GV2652'RECOVERED IN GOOD CONDITION.
 GV2652
 GV2652                          STATION RECOVERY (2000)
 GV2652
 GV2652'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2652'RECOVERED IN GOOD CONDITION.
 GV2652
 GV2652                          STATION RECOVERY (2004)
 GV2652
 GV2652'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2652'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2649 ***********************************************************************
 GV2649  DESIGNATION -  602 C OF R
 GV2649  PID         -  GV2649
 GV2649  STATE/COUNTY-  VA/CHESTERFIELD
 GV2649  USGS QUAD   -  BON AIR (1994)
 GV2649
 GV2649                         *CURRENT SURVEY CONTROL
 GV2649  ___________________________________________________________________
 GV2649* NAD 83(1986)-  37 33 19.     (N)    077 31 53.     (W)     SCALED    
 GV2649* NAVD 88     -        48.573  (meters)     159.36   (feet)  ADJUSTED  
 GV2649  ___________________________________________________________________
 GV2649  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2649  DYNAMIC HT  -          48.540 (meters)     159.25  (feet)  COMP
 GV2649  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 GV2649
 GV2649  VERT ORDER  -  SECOND    CLASS 0
 GV2649
 GV2649.The horizontal coordinates were scaled from a topographic map and have
 GV2649.an estimated accuracy of +/- 6 seconds.
 GV2649
 GV2649.The orthometric height was determined by differential leveling
 GV2649.and adjusted by the National Geodetic Survey in June 1991..
 GV2649
 GV2649.The geoid height was determined by GEOID03.
 GV2649
 GV2649.The dynamic height is computed by dividing the NAVD 88
 GV2649.geopotential number by the normal gravity value computed on the
 GV2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2649.degrees latitude (g = 980.6199 gals.).
 GV2649
 GV2649.The modeled gravity was interpolated from observed gravity values.
 GV2649
 GV2649;                    North         East    Units  Estimated Accuracy
 GV2649;SPC VA S     - 1,136,050.    3,585,580.      MT  (+/- 180 meters Scaled)
 GV2649
 GV2649                          SUPERSEDED SURVEY CONTROL
 GV2649
 GV2649  NGVD 29 (??/??/??)   48.889  (m)          160.40   (f) ADJUSTED    2 0
 GV2649
 GV2649.Superseded values are not recommended for survey control.
 GV2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2649.See file dsdata.txt to determine how the superseded data were derived.
 GV2649
 GV2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG763594(NAD 83)
 GV2649_MARKER: DD = SURVEY DISK
 GV2649_SETTING: 0 = UNSPECIFIED SETTING
 GV2649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2649+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2649
 GV2649  HISTORY     - Date     Condition        Report By
 GV2649  HISTORY     - UNK      MONUMENTED       VA2060
 GV2649  HISTORY     - 1972     GOOD             NGS
 GV2649  HISTORY     - 1987     GOOD             USPSQD
 GV2649  HISTORY     - 20000113 GOOD             USPSQD
 GV2649  HISTORY     - 20041023 GOOD             USPSQD
 GV2649
 GV2649                          STATION DESCRIPTION
 GV2649
 GV2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2649'AT RICHMOND.
 GV2649'20.5 FEET WEST OF THE CENTERLINE OF ROCKFALLS DRIVE, 15 FEET NORTH
 GV2649'OF THE CENTERLINE OF MENOKIN ROAD, 3.5 FEET SOUTHEAST OF A FIRE
 GV2649'HYDRANT NORTH OF MENOKIN ROAD, 16.5 FEET SOUTHEAST OF VEPCO POLE
 GV2649'NO. 8015, 4.5 FEET SOUTHWEST OF A GRANITE OBELISK, 34.5 NORTH
 GV2649'OF A GRANITE OBELISK.
 GV2649
 GV2649                          STATION RECOVERY (1987)
 GV2649
 GV2649'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRM)
 GV2649'RECOVERED IN GOOD CONDITION.
 GV2649
 GV2649                          STATION RECOVERY (2000)
 GV2649
 GV2649'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2649'RECOVERED IN GOOD CONDITION.
 GV2649
 GV2649                          STATION RECOVERY (2004)
 GV2649
 GV2649'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2649'MARKER WAS FOUND IN POOR CONDITION DUE TO ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2650 ***********************************************************************
 GV2650  DESIGNATION -  603 C OF R
 GV2650  PID         -  GV2650
 GV2650  STATE/COUNTY-  VA/CHESTERFIELD
 GV2650  USGS QUAD   -  BON AIR (1994)
 GV2650
 GV2650                         *CURRENT SURVEY CONTROL
 GV2650  ___________________________________________________________________
 GV2650* NAD 83(1986)-  37 33 05.     (N)    077 32 08.     (W)     SCALED    
 GV2650* NAVD 88     -        69.244  (meters)     227.18   (feet)  ADJUSTED  
 GV2650  ___________________________________________________________________
 GV2650  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2650  DYNAMIC HT  -          69.196 (meters)     227.02  (feet)  COMP
 GV2650  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 GV2650
 GV2650  VERT ORDER  -  SECOND    CLASS 0
 GV2650
 GV2650.The horizontal coordinates were scaled from a topographic map and have
 GV2650.an estimated accuracy of +/- 6 seconds.
 GV2650
 GV2650.The orthometric height was determined by differential leveling
 GV2650.and adjusted by the National Geodetic Survey in June 1991..
 GV2650
 GV2650.The geoid height was determined by GEOID03.
 GV2650
 GV2650.The dynamic height is computed by dividing the NAVD 88
 GV2650.geopotential number by the normal gravity value computed on the
 GV2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2650.degrees latitude (g = 980.6199 gals.).
 GV2650
 GV2650.The modeled gravity was interpolated from observed gravity values.
 GV2650
 GV2650;                    North         East    Units  Estimated Accuracy
 GV2650;SPC VA S     - 1,135,610.    3,585,220.      MT  (+/- 180 meters Scaled)
 GV2650
 GV2650                          SUPERSEDED SURVEY CONTROL
 GV2650
 GV2650  NGVD 29 (??/??/??)   69.559  (m)          228.21   (f) ADJUSTED    2 0
 GV2650
 GV2650.Superseded values are not recommended for survey control.
 GV2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2650.See file dsdata.txt to determine how the superseded data were derived.
 GV2650
 GV2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG760590(NAD 83)
 GV2650_MARKER: DD = SURVEY DISK
 GV2650_SETTING: 0 = UNSPECIFIED SETTING
 GV2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2650+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2650
 GV2650  HISTORY     - Date     Condition        Report By
 GV2650  HISTORY     - UNK      MONUMENTED       VA2060
 GV2650  HISTORY     - 1972     GOOD             NGS
 GV2650  HISTORY     - 1987     GOOD             USPSQD
 GV2650  HISTORY     - 20000113 GOOD             USPSQD
 GV2650  HISTORY     - 20041023 GOOD             USPSQD
 GV2650
 GV2650                          STATION DESCRIPTION
 GV2650
 GV2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2650'AT RICHMOND.
 GV2650'AT THE CENTERLINE OF GRANITE HALL AVENUE PROJECTED, 16 FEET
 GV2650'SOUTHWEST OF THE CENTERLINE OF CHEROKEE ROAD, 33 FEET NORTHWEST OF
 GV2650'VEPCO POLE NO. DH31, 31.5 FEET NORTHWEST OF MANHOLE CITY W, 23
 GV2650'FEET NORTHWEST OF A 2 FEET TWIN OAK, 20 FEET NORTHEAST OF A 1.3
 GV2650'FEET PINE.
 GV2650
 GV2650                          STATION RECOVERY (1987)
 GV2650
 GV2650'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 GV2650'RECOVERED IN GOOD CONDITION.
 GV2650
 GV2650                          STATION RECOVERY (2000)
 GV2650
 GV2650'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2650'RECOVERED IN GOOD CONDITION.
 GV2650
 GV2650                          STATION RECOVERY (2004)
 GV2650
 GV2650'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2650'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0957 ***********************************************************************
 HW0957  DESIGNATION -  604
 HW0957  PID         -  HW0957
 HW0957  STATE/COUNTY-  VA/AUGUSTA
 HW0957  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0957
 HW0957                         *CURRENT SURVEY CONTROL
 HW0957  ___________________________________________________________________
 HW0957* NAD 83(1986)-  38 06 35.     (N)    078 59 39.     (W)     SCALED    
 HW0957* NAVD 88     -       423.984  (meters)    1391.02   (feet)  ADJUSTED  
 HW0957  ___________________________________________________________________
 HW0957  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW0957  DYNAMIC HT  -         423.661 (meters)    1389.96  (feet)  COMP
 HW0957  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 HW0957
 HW0957  VERT ORDER  -  SECOND    CLASS 0
 HW0957
 HW0957.The horizontal coordinates were scaled from a topographic map and have
 HW0957.an estimated accuracy of +/- 6 seconds.
 HW0957
 HW0957.The orthometric height was determined by differential leveling
 HW0957.and adjusted by the National Geodetic Survey in June 1991..
 HW0957
 HW0957.The geoid height was determined by GEOID03.
 HW0957
 HW0957.The dynamic height is computed by dividing the NAVD 88
 HW0957.geopotential number by the normal gravity value computed on the
 HW0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0957.degrees latitude (g = 980.6199 gals.).
 HW0957
 HW0957.The modeled gravity was interpolated from observed gravity values.
 HW0957
 HW0957;                    North         East    Units  Estimated Accuracy
 HW0957;SPC VA N     - 2,049,300.    3,456,660.      MT  (+/- 180 meters Scaled)
 HW0957
 HW0957                          SUPERSEDED SURVEY CONTROL
 HW0957
 HW0957  NGVD 29 (??/??/92)  424.128  (m)         1391.49   (f) ADJ UNCH    2 0
 HW0957
 HW0957.Superseded values are not recommended for survey control.
 HW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0957.See file dsdata.txt to determine how the superseded data were derived.
 HW0957
 HW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC758198(NAD 83)
 HW0957_MARKER: DB = BENCH MARK DISK
 HW0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0957_STAMPING: 604 1934
 HW0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0957+STABILITY: SURFACE MOTION
 HW0957
 HW0957  HISTORY     - Date     Condition        Report By
 HW0957  HISTORY     - 1934     MONUMENTED       CGS
 HW0957  HISTORY     - 1958     GOOD             NGS
 HW0957  HISTORY     - 1975     MARK NOT FOUND   NGS
 HW0957
 HW0957                          STATION DESCRIPTION
 HW0957
 HW0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0957'1.6 MI NW FROM FISHERVILLE.
 HW0957'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE CHESAPEAKE
 HW0957'AND OHIO RAILWAY OVERPASS AT FISHERVILLE, ON TOP OF A CUT, 0.1
 HW0957'MILE NORTHWEST OF THE T JUNCTION OF AN ASPHALT ROAD LEADING NORTH
 HW0957'TO THE WOODROW WILSON EDUCATION CENTER, ACROSS THE HIGHWAY FROM
 HW0957'THE MYERS RESIDENCE AND NURSERY, 42 FEET NORTH-NORTHEAST OF THE
 HW0957'CENTER LINE OF THE HIGHWAY, 54 FEET EAST-SOUTHEAST OF POWER LINE
 HW0957'POLE NO. ST-F-179, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY
 HW0957'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 HW0957'THE GROUND.
 HW0957
 HW0957                          STATION RECOVERY (1975)
 HW0957
 HW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2648 ***********************************************************************
 GV2648  DESIGNATION -  604 C OF R
 GV2648  PID         -  GV2648
 GV2648  STATE/COUNTY-  VA/CHESTERFIELD
 GV2648  USGS QUAD   -  BON AIR (1994)
 GV2648
 GV2648                         *CURRENT SURVEY CONTROL
 GV2648  ___________________________________________________________________
 GV2648* NAD 83(1986)-  37 33 13.     (N)    077 31 39.     (W)     SCALED    
 GV2648* NAVD 88     -        61.619  (meters)     202.16   (feet)  ADJUSTED  
 GV2648  ___________________________________________________________________
 GV2648  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV2648  DYNAMIC HT  -          61.576 (meters)     202.02  (feet)  COMP
 GV2648  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 GV2648
 GV2648  VERT ORDER  -  SECOND    CLASS 0
 GV2648
 GV2648.The horizontal coordinates were scaled from a topographic map and have
 GV2648.an estimated accuracy of +/- 6 seconds.
 GV2648
 GV2648.The orthometric height was determined by differential leveling
 GV2648.and adjusted by the National Geodetic Survey in June 1991..
 GV2648
 GV2648.The geoid height was determined by GEOID03.
 GV2648
 GV2648.The dynamic height is computed by dividing the NAVD 88
 GV2648.geopotential number by the normal gravity value computed on the
 GV2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2648.degrees latitude (g = 980.6199 gals.).
 GV2648
 GV2648.The modeled gravity was interpolated from observed gravity values.
 GV2648
 GV2648;                    North         East    Units  Estimated Accuracy
 GV2648;SPC VA S     - 1,135,860.    3,585,930.      MT  (+/- 180 meters Scaled)
 GV2648
 GV2648                          SUPERSEDED SURVEY CONTROL
 GV2648
 GV2648  NGVD 29 (??/??/??)   61.934  (m)          203.20   (f) ADJUSTED    2 0
 GV2648
 GV2648.Superseded values are not recommended for survey control.
 GV2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2648.See file dsdata.txt to determine how the superseded data were derived.
 GV2648
 GV2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG767592(NAD 83)
 GV2648_MARKER: DD = SURVEY DISK
 GV2648_SETTING: 0 = UNSPECIFIED SETTING
 GV2648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2648+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2648
 GV2648  HISTORY     - Date     Condition        Report By
 GV2648  HISTORY     - UNK      MONUMENTED       VA2060
 GV2648  HISTORY     - 1972     GOOD             NGS
 GV2648  HISTORY     - 1987     GOOD             USPSQD
 GV2648  HISTORY     - 20000113 GOOD             USPSQD
 GV2648  HISTORY     - 20041023 GOOD             USPSQD
 GV2648
 GV2648                          STATION DESCRIPTION
 GV2648
 GV2648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2648'AT RICHMOND.
 GV2648'12 FEET NORTHEAST OF THE CENTERLINE OF HILL DRIVE, 7 FEET SOUTHEAST
 GV2648'OF THE CENTERLINE OF LEWIS AVENUE PROJECTED, 11 FEET SOUTH OF A
 GV2648'1.5 FEET OAK, 30 FEET NORTHWEST OF A VEPCO SUPPORTING POLE, 26.5
 GV2648'FEET NORTHEAST OF VEPCO POLE NO. 55.
 GV2648
 GV2648                          STATION RECOVERY (1987)
 GV2648
 GV2648'RECOVERY NOTE BY US POWER SQUADRON 1987 (LS)
 GV2648'RECOVERED IN GOOD CONDITION.
 GV2648
 GV2648                          STATION RECOVERY (2000)
 GV2648
 GV2648'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2648'RECOVERED IN GOOD CONDITION.
 GV2648
 GV2648                          STATION RECOVERY (2004)
 GV2648
 GV2648'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2651 ***********************************************************************
 GV2651  DESIGNATION -  605 C OF R
 GV2651  PID         -  GV2651
 GV2651  STATE/COUNTY-  VA/CHESTERFIELD
 GV2651  USGS QUAD   -  BON AIR (1994)
 GV2651
 GV2651                         *CURRENT SURVEY CONTROL
 GV2651  ___________________________________________________________________
 GV2651* NAD 83(1986)-  37 33 26.     (N)    077 31 56.     (W)     SCALED    
 GV2651* NAVD 88     -        33.719  (meters)     110.63   (feet)  ADJUSTED  
 GV2651  ___________________________________________________________________
 GV2651  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2651  DYNAMIC HT  -          33.696 (meters)     110.55  (feet)  COMP
 GV2651  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 GV2651
 GV2651  VERT ORDER  -  SECOND    CLASS 0
 GV2651
 GV2651.The horizontal coordinates were scaled from a topographic map and have
 GV2651.an estimated accuracy of +/- 6 seconds.
 GV2651
 GV2651.The orthometric height was determined by differential leveling
 GV2651.and adjusted by the National Geodetic Survey in June 1991..
 GV2651
 GV2651.The geoid height was determined by GEOID03.
 GV2651
 GV2651.The dynamic height is computed by dividing the NAVD 88
 GV2651.geopotential number by the normal gravity value computed on the
 GV2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2651.degrees latitude (g = 980.6199 gals.).
 GV2651
 GV2651.The modeled gravity was interpolated from observed gravity values.
 GV2651
 GV2651;                    North         East    Units  Estimated Accuracy
 GV2651;SPC VA S     - 1,136,260.    3,585,510.      MT  (+/- 180 meters Scaled)
 GV2651
 GV2651                          SUPERSEDED SURVEY CONTROL
 GV2651
 GV2651  NGVD 29 (??/??/??)   34.034  (m)          111.66   (f) ADJUSTED    2 0
 GV2651
 GV2651.Superseded values are not recommended for survey control.
 GV2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2651.See file dsdata.txt to determine how the superseded data were derived.
 GV2651
 GV2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG763597(NAD 83)
 GV2651_MARKER: DD = SURVEY DISK
 GV2651_SETTING: 0 = UNSPECIFIED SETTING
 GV2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2651+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2651
 GV2651  HISTORY     - Date     Condition        Report By
 GV2651  HISTORY     - UNK      MONUMENTED       VA2060
 GV2651  HISTORY     - 1972     GOOD             NGS
 GV2651  HISTORY     - 20000113 GOOD             USPSQD
 GV2651  HISTORY     - 20041023 GOOD             USPSQD
 GV2651
 GV2651                          STATION DESCRIPTION
 GV2651
 GV2651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2651'AT RICHMOND.
 GV2651'25.5 FEET EAST OF THE CENTERLINE OF LONGVIEW DRIVE, 30.5 FEET
 GV2651'SOUTH OF THE CENTERLINE OF ROCKFALLS DRIVE, 15 FEET NORTH OF
 GV2651'FIRE HYDRANT EAST OF LONGVIEW DRIVE, 19 FEET SOUTHWEST OF VEPCO
 GV2651'POLE NO. 82549, 52 FEET NORTHEAST OF THE NORTH END OF GUARD RAIL
 GV2651'ON THE WEST LANE OF LON VIEW DRIVE.
 GV2651
 GV2651                          STATION RECOVERY (2000)
 GV2651
 GV2651'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2651'RECOVERED IN GOOD CONDITION.
 GV2651
 GV2651                          STATION RECOVERY (2004)
 GV2651
 GV2651'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2651'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2645 ***********************************************************************
 GV2645  DESIGNATION -  606 C OF R
 GV2645  PID         -  GV2645
 GV2645  STATE/COUNTY-  VA/CHESTERFIELD
 GV2645  USGS QUAD   -  BON AIR (1994)
 GV2645
 GV2645                         *CURRENT SURVEY CONTROL
 GV2645  ___________________________________________________________________
 GV2645* NAD 83(1986)-  37 32 54.     (N)    077 31 40.     (W)     SCALED    
 GV2645* NAVD 88     -        59.111  (meters)     193.93   (feet)  ADJUSTED  
 GV2645  ___________________________________________________________________
 GV2645  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV2645  DYNAMIC HT  -          59.070 (meters)     193.80  (feet)  COMP
 GV2645  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 GV2645
 GV2645  VERT ORDER  -  SECOND    CLASS 0
 GV2645
 GV2645.The horizontal coordinates were scaled from a topographic map and have
 GV2645.an estimated accuracy of +/- 6 seconds.
 GV2645
 GV2645.The orthometric height was determined by differential leveling
 GV2645.and adjusted by the National Geodetic Survey in June 1991..
 GV2645
 GV2645.The geoid height was determined by GEOID03.
 GV2645
 GV2645.The dynamic height is computed by dividing the NAVD 88
 GV2645.geopotential number by the normal gravity value computed on the
 GV2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2645.degrees latitude (g = 980.6199 gals.).
 GV2645
 GV2645.The modeled gravity was interpolated from observed gravity values.
 GV2645
 GV2645;                    North         East    Units  Estimated Accuracy
 GV2645;SPC VA S     - 1,135,280.    3,585,910.      MT  (+/- 180 meters Scaled)
 GV2645
 GV2645                          SUPERSEDED SURVEY CONTROL
 GV2645
 GV2645  NGVD 29 (??/??/??)   59.426  (m)          194.97   (f) ADJUSTED    2 0
 GV2645
 GV2645.Superseded values are not recommended for survey control.
 GV2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2645.See file dsdata.txt to determine how the superseded data were derived.
 GV2645
 GV2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG766587(NAD 83)
 GV2645_MARKER: DD = SURVEY DISK
 GV2645_SETTING: 0 = UNSPECIFIED SETTING
 GV2645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2645+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2645
 GV2645  HISTORY     - Date     Condition        Report By
 GV2645  HISTORY     - UNK      MONUMENTED       VA2060
 GV2645  HISTORY     - 1972     GOOD             NGS
 GV2645  HISTORY     - 1987     GOOD             USPSQD
 GV2645  HISTORY     - 20000113 GOOD             USPSQD
 GV2645  HISTORY     - 20041023 GOOD             USPSQD
 GV2645
 GV2645                          STATION DESCRIPTION
 GV2645
 GV2645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2645'AT RICHMOND.
 GV2645'30.5 FEET SOUTHEAST OF THE CENTERLINE OF CHELLOWE ROAD, 24.5
 GV2645'FEET SOUTHWEST OF THE CENTERLINE OF WYANDOTTE DRIVE, 32 FEET
 GV2645'SOUTHEAST OF A SEWER MANHOLE, 49.5 FEET NORTHEAST OF VEPCO
 GV2645'POLE NO. HE94, 54 FEET SOUTHWEST OF VEPCO POLE NO. 108077.
 GV2645
 GV2645                          STATION RECOVERY (1987)
 GV2645
 GV2645'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 GV2645'RECOVERED IN GOOD CONDITION.
 GV2645
 GV2645                          STATION RECOVERY (2000)
 GV2645
 GV2645'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2645'RECOVERED IN GOOD CONDITION.
 GV2645
 GV2645                          STATION RECOVERY (2004)
 GV2645
 GV2645'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1604 ***********************************************************************
 GV1604  DESIGNATION -  60.6 NWRR
 GV1604  PID         -  GV1604
 GV1604  STATE/COUNTY-  VA/SUSSEX
 GV1604  USGS QUAD   -  WAVERLY (1980)
 GV1604
 GV1604                         *CURRENT SURVEY CONTROL
 GV1604  ___________________________________________________________________
 GV1604* NAD 83(1986)-  37 03 10.     (N)    077 07 09.     (W)     SCALED    
 GV1604* NAVD 88     -        32.11   (+/-2cm)     105.3    (feet)  VERTCON   
 GV1604  ___________________________________________________________________
 GV1604  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 GV1604
 GV1604  VERT ORDER  -  ? (See Below)
 GV1604
 GV1604.The horizontal coordinates were scaled from a topographic map and have
 GV1604.an estimated accuracy of +/- 6 seconds.
 GV1604
 GV1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1604.The vertical order pertains to the NGVD 29 superseded value.
 GV1604
 GV1604.The geoid height was determined by GEOID03.
 GV1604
 GV1604;                    North         East    Units  Estimated Accuracy
 GV1604;SPC VA S     - 1,080,740.    3,622,820.      MT  (+/- 180 meters Scaled)
 GV1604
 GV1604                          SUPERSEDED SURVEY CONTROL
 GV1604
 GV1604  NGVD 29 (??/??/??)   32.443  (m)          106.44   (f) ADJUSTED    ?  
 GV1604
 GV1604.Superseded values are not recommended for survey control.
 GV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1604.See file dsdata.txt to determine how the superseded data were derived.
 GV1604
 GV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG115028(NAD 83)
 GV1604_MARKER: O = CHISELED CIRCLE
 GV1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1604_SP_SET: CULVERT
 GV1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1604
 GV1604  HISTORY     - Date     Condition        Report By
 GV1604  HISTORY     - UNK      MONUMENTED       NWRR
 GV1604  HISTORY     - 1932     GOOD             CGS
 GV1604  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1604  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1604  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1604
 GV1604                          STATION DESCRIPTION
 GV1604
 GV1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1604'1.7 MI NW FROM WAVERLY.
 GV1604'1.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GV1604'STATION AT WAVERLY, SUSSEX COUNTY, 0.6 MILE NORTHWEST OF SEMAPHORE
 GV1604'602, 0.2 MILE SOUTHEAST OF MILEPOST 61, AT A 3- BY 4-FOOT
 GV1604'CONCRETE-BOX CULVERT, AND ON THE TOP OF THE SOUTHEAST END OF THE
 GV1604'NORTHEAST HEADWALL.  A CHISELED CIRCLE.
 GV1604
 GV1604                          STATION RECOVERY (1963)
 GV1604
 GV1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1604'MARK NOT FOUND.
 GV1604
 GV1604                          STATION RECOVERY (1997)
 GV1604
 GV1604'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1604'MARK NOT FOUND.
 GV1604
 GV1604                          STATION RECOVERY (2002)
 GV1604
 GV1604'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2647 ***********************************************************************
 GV2647  DESIGNATION -  607 C OF R
 GV2647  PID         -  GV2647
 GV2647  STATE/COUNTY-  VA/CHESTERFIELD
 GV2647  USGS QUAD   -  BON AIR (1994)
 GV2647
 GV2647                         *CURRENT SURVEY CONTROL
 GV2647  ___________________________________________________________________
 GV2647* NAD 83(1986)-  37 33 02.     (N)    077 31 55.     (W)     SCALED    
 GV2647* NAVD 88     -        59.726  (meters)     195.95   (feet)  ADJUSTED  
 GV2647  ___________________________________________________________________
 GV2647  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV2647  DYNAMIC HT  -          59.685 (meters)     195.82  (feet)  COMP
 GV2647  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 GV2647
 GV2647  VERT ORDER  -  SECOND    CLASS 0
 GV2647
 GV2647.The horizontal coordinates were scaled from a topographic map and have
 GV2647.an estimated accuracy of +/- 6 seconds.
 GV2647
 GV2647.The orthometric height was determined by differential leveling
 GV2647.and adjusted by the National Geodetic Survey in June 1991..
 GV2647
 GV2647.The geoid height was determined by GEOID03.
 GV2647
 GV2647.The dynamic height is computed by dividing the NAVD 88
 GV2647.geopotential number by the normal gravity value computed on the
 GV2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2647.degrees latitude (g = 980.6199 gals.).
 GV2647
 GV2647.The modeled gravity was interpolated from observed gravity values.
 GV2647
 GV2647;                    North         East    Units  Estimated Accuracy
 GV2647;SPC VA S     - 1,135,520.    3,585,540.      MT  (+/- 180 meters Scaled)
 GV2647
 GV2647                          SUPERSEDED SURVEY CONTROL
 GV2647
 GV2647  NGVD 29 (??/??/??)   60.041  (m)          196.98   (f) ADJUSTED    2 0
 GV2647
 GV2647.Superseded values are not recommended for survey control.
 GV2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2647.See file dsdata.txt to determine how the superseded data were derived.
 GV2647
 GV2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG763589(NAD 83)
 GV2647_MARKER: DD = SURVEY DISK
 GV2647_SETTING: 0 = UNSPECIFIED SETTING
 GV2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2647+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2647
 GV2647  HISTORY     - Date     Condition        Report By
 GV2647  HISTORY     - UNK      MONUMENTED       VA2060
 GV2647  HISTORY     - 1972     GOOD             NGS
 GV2647  HISTORY     - 1987     GOOD             USPSQD
 GV2647  HISTORY     - 20000113 GOOD             USPSQD
 GV2647  HISTORY     - 20041023 GOOD             USPSQD
 GV2647
 GV2647                          STATION DESCRIPTION
 GV2647
 GV2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2647'AT RICHMOND.
 GV2647'21.5 FEET WEST OF THE CENTERLINE OF COMMANCHE DRIVE, 21.5 FEET
 GV2647'SOUTH OF THE CENTERLINE OF TURF LANE, 31 FEET SOUTHWEST OF A
 GV2647'SEWER MANHOLE, 59 FEET SOUTHEAST OF A FIRE HYDRANT EAST OF TURF
 GV2647'LANE, 49 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK-FRAME
 GV2647'TRI-LEVEL HOUSE NO. 7653.
 GV2647
 GV2647                          STATION RECOVERY (1987)
 GV2647
 GV2647'RECOVERY NOTE BY US POWER SQUADRON 1987 (LTC)
 GV2647'RECOVERED IN GOOD CONDITION.
 GV2647
 GV2647                          STATION RECOVERY (2000)
 GV2647
 GV2647'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2647'RECOVERED IN GOOD CONDITION.
 GV2647
 GV2647                          STATION RECOVERY (2004)
 GV2647
 GV2647'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2644 ***********************************************************************
 GV2644  DESIGNATION -  608 C OF R
 GV2644  PID         -  GV2644
 GV2644  STATE/COUNTY-  VA/CHESTERFIELD
 GV2644  USGS QUAD   -  BON AIR (1994)
 GV2644
 GV2644                         *CURRENT SURVEY CONTROL
 GV2644  ___________________________________________________________________
 GV2644* NAD 83(1986)-  37 32 41.     (N)    077 31 39.     (W)     SCALED    
 GV2644* NAVD 88     -        48.804  (meters)     160.12   (feet)  ADJUSTED  
 GV2644  ___________________________________________________________________
 GV2644  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV2644  DYNAMIC HT  -          48.771 (meters)     160.01  (feet)  COMP
 GV2644  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 GV2644
 GV2644  VERT ORDER  -  SECOND    CLASS 0
 GV2644
 GV2644.The horizontal coordinates were scaled from a topographic map and have
 GV2644.an estimated accuracy of +/- 6 seconds.
 GV2644
 GV2644.The orthometric height was determined by differential leveling
 GV2644.and adjusted by the National Geodetic Survey in June 1991..
 GV2644
 GV2644.The geoid height was determined by GEOID03.
 GV2644
 GV2644.The dynamic height is computed by dividing the NAVD 88
 GV2644.geopotential number by the normal gravity value computed on the
 GV2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2644.degrees latitude (g = 980.6199 gals.).
 GV2644
 GV2644.The modeled gravity was interpolated from observed gravity values.
 GV2644
 GV2644;                    North         East    Units  Estimated Accuracy
 GV2644;SPC VA S     - 1,134,880.    3,585,940.      MT  (+/- 180 meters Scaled)
 GV2644
 GV2644                          SUPERSEDED SURVEY CONTROL
 GV2644
 GV2644  NGVD 29 (??/??/??)   49.120  (m)          161.15   (f) ADJUSTED    2 0
 GV2644
 GV2644.Superseded values are not recommended for survey control.
 GV2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2644.See file dsdata.txt to determine how the superseded data were derived.
 GV2644
 GV2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG767583(NAD 83)
 GV2644_MARKER: DD = SURVEY DISK
 GV2644_SETTING: 0 = UNSPECIFIED SETTING
 GV2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2644+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2644
 GV2644  HISTORY     - Date     Condition        Report By
 GV2644  HISTORY     - UNK      MONUMENTED       VA2060
 GV2644  HISTORY     - 1972     GOOD             NGS
 GV2644  HISTORY     - 1987     GOOD             USPSQD
 GV2644  HISTORY     - 20000113 GOOD             USPSQD
 GV2644  HISTORY     - 20041023 GOOD             USPSQD
 GV2644
 GV2644                          STATION DESCRIPTION
 GV2644
 GV2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2644'AT RICHMOND.
 GV2644'AT THE CENTERLINE OF TANGLEWOOD ROAD PROJECTED, 18 FEET NORTHEAST
 GV2644'OF THE CENTERLINE OF CHEROKEE ROAD, 17 FEET NORTH OF VEPCO POLE
 GV2644'NO. IC42, 14 FEET NORTHEAST OF A SEWER MANHOLE, 43 FEET SOUTHEAST
 GV2644'OF A FIRE HYDRANT WEST OF CHEROKEE ROAD.
 GV2644
 GV2644                          STATION RECOVERY (1987)
 GV2644
 GV2644'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRM)
 GV2644'RECOVERED IN GOOD CONDITION.
 GV2644
 GV2644                          STATION RECOVERY (2000)
 GV2644
 GV2644'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2644'RECOVERED IN GOOD CONDITION.
 GV2644
 GV2644                          STATION RECOVERY (2004)
 GV2644
 GV2644'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2642 ***********************************************************************
 GV2642  DESIGNATION -  609 C OF R
 GV2642  PID         -  GV2642
 GV2642  STATE/COUNTY-  VA/CHESTERFIELD
 GV2642  USGS QUAD   -  BON AIR (1994)
 GV2642
 GV2642                         *CURRENT SURVEY CONTROL
 GV2642  ___________________________________________________________________
 GV2642* NAD 83(1986)-  37 32 37.     (N)    077 31 52.     (W)     SCALED    
 GV2642* NAVD 88     -        58.736  (meters)     192.70   (feet)  ADJUSTED  
 GV2642  ___________________________________________________________________
 GV2642  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 GV2642  DYNAMIC HT  -          58.696 (meters)     192.57  (feet)  COMP
 GV2642  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 GV2642
 GV2642  VERT ORDER  -  SECOND    CLASS 0
 GV2642
 GV2642.The horizontal coordinates were scaled from a topographic map and have
 GV2642.an estimated accuracy of +/- 6 seconds.
 GV2642
 GV2642.The orthometric height was determined by differential leveling
 GV2642.and adjusted by the National Geodetic Survey in June 1991..
 GV2642
 GV2642.The geoid height was determined by GEOID03.
 GV2642
 GV2642.The dynamic height is computed by dividing the NAVD 88
 GV2642.geopotential number by the normal gravity value computed on the
 GV2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2642.degrees latitude (g = 980.6199 gals.).
 GV2642
 GV2642.The modeled gravity was interpolated from observed gravity values.
 GV2642
 GV2642;                    North         East    Units  Estimated Accuracy
 GV2642;SPC VA S     - 1,134,750.    3,585,620.      MT  (+/- 180 meters Scaled)
 GV2642
 GV2642                          SUPERSEDED SURVEY CONTROL
 GV2642
 GV2642  NGVD 29 (??/??/??)   59.052  (m)          193.74   (f) ADJUSTED    2 0
 GV2642
 GV2642.Superseded values are not recommended for survey control.
 GV2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2642.See file dsdata.txt to determine how the superseded data were derived.
 GV2642
 GV2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG763581(NAD 83)
 GV2642_MARKER: DD = SURVEY DISK
 GV2642_SETTING: 0 = UNSPECIFIED SETTING
 GV2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2642+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV2642
 GV2642  HISTORY     - Date     Condition        Report By
 GV2642  HISTORY     - UNK      MONUMENTED       VA2060
 GV2642  HISTORY     - 1972     GOOD             NGS
 GV2642  HISTORY     - 1987     GOOD             USPSQD
 GV2642  HISTORY     - 20000113 GOOD             USPSQD
 GV2642  HISTORY     - 20050207 GOOD             USPSQD
 GV2642
 GV2642                          STATION DESCRIPTION
 GV2642
 GV2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2642'AT RICHMOND.
 GV2642'15 FEET SOUTH OF THE CENTERLINE OF PRAIRIE ROAD, 18 FEET WEST OF
 GV2642'THE CENTERLINE OF CHELLOWE ROAD PROJECTED, 6.5 FEET NORTHEAST OF
 GV2642'VEPCO POLE NO. 67430, 15 FEET SOUTHWEST OF A SEWER MANHOLE, 65
 GV2642'FEET SOUTHEAST OF A FIRE HYDRANT NORTH OF PRAIRIE ROAD.
 GV2642
 GV2642                          STATION RECOVERY (1987)
 GV2642
 GV2642'RECOVERY NOTE BY US POWER SQUADRON 1987 (LTC)
 GV2642'RECOVERED IN GOOD CONDITION.
 GV2642
 GV2642                          STATION RECOVERY (2000)
 GV2642
 GV2642'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2642'RECOVERED IN GOOD CONDITION.
 GV2642
 GV2642                          STATION RECOVERY (2005)
 GV2642
 GV2642'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5834 ***********************************************************************
 GV5834  DESIGNATION -  61
 GV5834  PID         -  GV5834
 GV5834  STATE/COUNTY-  VA/C OF RICHMOND
 GV5834  USGS QUAD   -  BON AIR (1994)
 GV5834
 GV5834                         *CURRENT SURVEY CONTROL
 GV5834  ___________________________________________________________________
 GV5834* NAD 83(1993)-  37 32 19.02305(N)    077 35 10.64751(W)     ADJUSTED  
 GV5834* NAVD 88     -       106.66   (+/-2cm)     349.9    (feet)  VERTCON   
 GV5834  ___________________________________________________________________
 GV5834  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV5834  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5834
 GV5834  HORZ ORDER  -  SECOND
 GV5834  VERT ORDER  -  THIRD ? (See Below)
 GV5834
 GV5834.The horizontal coordinates were established by classical geodetic methods
 GV5834.and adjusted by the National Geodetic Survey in November 1994..
 GV5834
 GV5834.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5834.The vertical order pertains to the NGVD 29 superseded value.
 GV5834
 GV5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5834
 GV5834.The geoid height was determined by GEOID03.
 GV5834
 GV5834;                    North         East     Units Scale Factor Converg.
 GV5834;SPC VA S     - 1,134,147.848 3,580,748.188   MT  0.99994985   +0 33 16.4
 GV5834;SPC VA S     - 3,720,950.06 11,747,838.01   sFT  0.99994985   +0 33 16.4
 GV5834;UTM  18      - 4,157,769.206   271,495.160   MT  1.00024320   -1 34 35.4
 GV5834
 GV5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5834!SPC VA S     -   0.99998840  x   0.99994985  =   0.99993825
 GV5834!UTM  18      -   0.99998840  x   1.00024320  =   1.00023160
 GV5834
 GV5834:                Primary Azimuth Mark                     Grid Az
 GV5834:SPC VA S     -  ROSLYN                                   023 02 37.6
 GV5834:UTM  18      -  ROSLYN                                   025 10 29.4
 GV5834
 GV5834|---------------------------------------------------------------------|
 GV5834| PID    Reference Object                     Distance      Geod. Az  |
 GV5834|                                                           dddmmss.s |
 GV5834| GV5704 ROSLYN                              APPROX. 3.2 KM 0233554.0 |
 GV5834| GV5831 60                                  158.654 METERS 11951     |
 GV5834| DC5519 61 RM                                 9.878 METERS 26325     |
 GV5834|---------------------------------------------------------------------|
 GV5834
 GV5834                          SUPERSEDED SURVEY CONTROL
 GV5834
 GV5834  NAD 83(1986)-  37 32 19.02927(N)    077 35 10.66427(W) AD(       ) 2
 GV5834  NAD 27      -  37 32 18.49739(N)    077 35 11.70854(W) AD(       ) 2
 GV5834  NGVD 29 (07/19/86)  106.96   (m)          350.9    (f) LEVELING    3  
 GV5834
 GV5834.Superseded values are not recommended for survey control.
 GV5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5834.See file dsdata.txt to determine how the superseded data were derived.
 GV5834
 GV5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7149557769(NAD 83)
 GV5834_MARKER: Z = SEE DESCRIPTION
 GV5834_SETTING: 0 = UNSPECIFIED SETTING
 GV5834
 GV5834  HISTORY     - Date     Condition        Report By
 GV5834  HISTORY     - 1972     MONUMENTED       VA2060
 GV5834  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5834  HISTORY     - 19991014 MARK NOT FOUND   USPSQD
 GV5834  HISTORY     - 20031113 MARK NOT FOUND   USPSQD
 GV5834
 GV5834                          STATION DESCRIPTION
 GV5834
 GV5834'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5834'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED
 GV5834'ON BUFORD RD., THENCE WEST ON BUFORD RD. 0.20 MILE TO THE
 GV5834'INTERSECTION WITH HUGUENOT RD., THENCE SOUTH ON HUGUENOT RD. 1.65
 GV5834'MILES TO OLD GUN RD., THENCE WEST ON OLD GUN RD. 0.05 MILE TO
 GV5834'DURYEA DR., THENCE NORTHWEST ON DURYEA DR. 0.40 MILE TO
 GV5834'DURYEA CT., THENCE EAST ON DURYEA CT. APPROXIMATELY 250 FEET.
 GV5834'POINT NO. 61 IS APPROXIMATELY 275 FEET SOUTHWEST OF THE
 GV5834'C/L OF DURYEA CT. ALONG THE NORTH PROP. LINE OF 3100 DURYEA CT.
 GV5834'
 GV5834'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5834'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5834'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5834'ABOUT 6 INCHES BELOW GROUND.
 GV5834'
 GV5834'27.7 FEET S. W. OF C AND P POLE NO. 7851F, 8.6 FEET S. W. OF 36
 GV5834'INCH OAK TREE, 65.4 FEET N. W. OF C AND P POLE NO. 7851.
 GV5834'
 GV5834'REFERENCE MARK, CENTER OF IRON PROP. CORNER PIN, BACK CORNER PIN
 GV5834'BETWEEN 10401 AND 10411 DURYEA DR. 52.7 FEET S. W. OF C AND P POLE
 GV5834'NO. 7851F, 40.2 FEET W. OF 36 INCH OAK TREE, 56.9 FEET N. E. OF
 GV5834'C AND P POLE NO. 7851E.
 GV5834'
 GV5834'DISTANCE BETWEEN PT. 61 AND R. M. IS 32.42 FT., 9.878 M.
 GV5834'
 GV5834'NEAREST TOWN--RICHMOND.
 GV5834
 GV5834                          STATION RECOVERY (1995)
 GV5834
 GV5834'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5834'MARK NOT FOUND.
 GV5834
 GV5834                          STATION RECOVERY (1999)
 GV5834
 GV5834'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5834'MARK NOT FOUND.
 GV5834
 GV5834                          STATION RECOVERY (2003)
 GV5834
 GV5834'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2131 ***********************************************************************
 GW2131  DESIGNATION -  61 RHP USGS
 GW2131  PID         -  GW2131
 GW2131  STATE/COUNTY-  VA/BOTETOURT
 GW2131  USGS QUAD   -  EAGLE ROCK (1985)
 GW2131
 GW2131                         *CURRENT SURVEY CONTROL
 GW2131  ___________________________________________________________________
 GW2131* NAD 83(1986)-  37 41 20.     (N)    079 48 37.     (W)     SCALED    
 GW2131* NAVD 88     -       293.470  (meters)     962.83   (feet)  ADJUSTED  
 GW2131  ___________________________________________________________________
 GW2131  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW2131  DYNAMIC HT  -         293.239 (meters)     962.07  (feet)  COMP
 GW2131  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 GW2131
 GW2131  VERT ORDER  -  FIRST     CLASS II
 GW2131
 GW2131.The horizontal coordinates were scaled from a topographic map and have
 GW2131.an estimated accuracy of +/- 6 seconds.
 GW2131
 GW2131.The orthometric height was determined by differential leveling
 GW2131.and adjusted by the National Geodetic Survey in June 1991..
 GW2131
 GW2131.The geoid height was determined by GEOID03.
 GW2131
 GW2131.The dynamic height is computed by dividing the NAVD 88
 GW2131.geopotential number by the normal gravity value computed on the
 GW2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2131.degrees latitude (g = 980.6199 gals.).
 GW2131
 GW2131.The modeled gravity was interpolated from observed gravity values.
 GW2131
 GW2131;                    North         East    Units  Estimated Accuracy
 GW2131;SPC VA S     - 1,151,240.    3,384,440.      MT  (+/- 180 meters Scaled)
 GW2131
 GW2131                          SUPERSEDED SURVEY CONTROL
 GW2131
 GW2131.No superseded survey control is available for this station.
 GW2131
 GW2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB048719(NAD 83)
 GW2131_MARKER: DD = SURVEY DISK
 GW2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2131_SP_SET: CONCRETE POST
 GW2131_STAMPING: 61 RHP 963 1959
 GW2131_MARK LOGO: USGS  
 GW2131_PROJECTION: FLUSH
 GW2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2131+STABILITY: SURFACE MOTION
 GW2131
 GW2131  HISTORY     - Date     Condition        Report By
 GW2131  HISTORY     - 1959     MONUMENTED       USGS
 GW2131  HISTORY     - 1984     GOOD             NGS
 GW2131
 GW2131                          STATION DESCRIPTION
 GW2131
 GW2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2131'IN GALA.
 GW2131'IN GALA, 0.2 KM (0.1 MI) NORTH OF THE NORTH END OF THE U.S. HIGHWAY
 GW2131'220 BRIDGE OVER MILL CREEK TO THE MARK ON THE LEFT, AT THE SOUTHEAST
 GW2131'CORNER POST OF A CHAIN LINK FENCE AROUND THE PROPERTY OF THE GALA
 GW2131'COLUMBIA TRANSMISSION CORP., 19.70 METERS (64.5 FT) WEST OF THE
 GW2131'CENTERLINE OF THE HIGHWAY, 13.71 METERS (45.0 FT) NORTHEAST OF A
 GW2131'TELEPHONE BOOTH, 0.61 METER (2.0 FT) EAST OF THE SOUTHEAST CORNER POST
 GW2131'OF THE FENCE.
 GW2131'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2643 ***********************************************************************
 GV2643  DESIGNATION -  610 C OF R
 GV2643  PID         -  GV2643
 GV2643  STATE/COUNTY-  VA/CHESTERFIELD
 GV2643  USGS QUAD   -  BON AIR (1994)
 GV2643
 GV2643                         *CURRENT SURVEY CONTROL
 GV2643  ___________________________________________________________________
 GV2643* NAD 83(1986)-  37 32 35.     (N)    077 32 08.     (W)     SCALED    
 GV2643* NAVD 88     -        77.313  (meters)     253.65   (feet)  ADJUSTED  
 GV2643  ___________________________________________________________________
 GV2643  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV2643  DYNAMIC HT  -          77.260 (meters)     253.48  (feet)  COMP
 GV2643  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GV2643
 GV2643  VERT ORDER  -  SECOND    CLASS 0
 GV2643
 GV2643.The horizontal coordinates were scaled from a topographic map and have
 GV2643.an estimated accuracy of +/- 6 seconds.
 GV2643
 GV2643.The orthometric height was determined by differential leveling
 GV2643.and adjusted by the National Geodetic Survey in June 1991..
 GV2643
 GV2643.The geoid height was determined by GEOID03.
 GV2643
 GV2643.The dynamic height is computed by dividing the NAVD 88
 GV2643.geopotential number by the normal gravity value computed on the
 GV2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2643.degrees latitude (g = 980.6199 gals.).
 GV2643
 GV2643.The modeled gravity was interpolated from observed gravity values.
 GV2643
 GV2643;                    North         East    Units  Estimated Accuracy
 GV2643;SPC VA S     - 1,134,690.    3,585,230.      MT  (+/- 180 meters Scaled)
 GV2643
 GV2643                          SUPERSEDED SURVEY CONTROL
 GV2643
 GV2643  NGVD 29 (??/??/??)   77.628  (m)          254.68   (f) ADJUSTED    2 0
 GV2643
 GV2643.Superseded values are not recommended for survey control.
 GV2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2643.See file dsdata.txt to determine how the superseded data were derived.
 GV2643
 GV2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG759581(NAD 83)
 GV2643_MARKER: DD = SURVEY DISK
 GV2643_SETTING: 0 = UNSPECIFIED SETTING
 GV2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2643
 GV2643  HISTORY     - Date     Condition        Report By
 GV2643  HISTORY     - UNK      MONUMENTED       VA2060
 GV2643  HISTORY     - 1972     GOOD             NGS
 GV2643  HISTORY     - 1987     GOOD             USPSQD
 GV2643  HISTORY     - 20000113 GOOD             USPSQD
 GV2643  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2643
 GV2643                          STATION DESCRIPTION
 GV2643
 GV2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2643'AT RICHMOND.
 GV2643'AT THE CENTERLINE OF DUNCASTER ROAD PROJECTED, 29.5 FEET SOUTHEAST
 GV2643'OF THE CENTERLINE OF CHEVERLY ROAD, 76.5 FEET SOUTHEAST OF A
 GV2643'FIRE HYDRANT NORTH OF DUNCASTER ROAD, 43.5 FEET EAST OF VEPCO POLE
 GV2643'NO. 14727, 62.5 FEET EAST OF A 1.3 FEET OAK, 59.5 FEET SOUTHWEST
 GV2643'OF A 2 FEET GUM.
 GV2643
 GV2643                          STATION RECOVERY (1987)
 GV2643
 GV2643'RECOVERY NOTE BY US POWER SQUADRON 1987 (LS)
 GV2643'RECOVERED IN GOOD CONDITION.
 GV2643
 GV2643                          STATION RECOVERY (2000)
 GV2643
 GV2643'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2643'RECOVERED IN GOOD CONDITION.
 GV2643
 GV2643                          STATION RECOVERY (2004)
 GV2643
 GV2643'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2640 ***********************************************************************
 GV2640  DESIGNATION -  612 C OF R
 GV2640  PID         -  GV2640
 GV2640  STATE/COUNTY-  VA/CHESTERFIELD
 GV2640  USGS QUAD   -  BON AIR (1994)
 GV2640
 GV2640                         *CURRENT SURVEY CONTROL
 GV2640  ___________________________________________________________________
 GV2640* NAD 83(1986)-  37 32 26.     (N)    077 31 29.     (W)     SCALED    
 GV2640* NAVD 88     -        65.216  (meters)     213.96   (feet)  ADJUSTED  
 GV2640  ___________________________________________________________________
 GV2640  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV2640  DYNAMIC HT  -          65.171 (meters)     213.82  (feet)  COMP
 GV2640  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV2640
 GV2640  VERT ORDER  -  SECOND    CLASS 0
 GV2640
 GV2640.The horizontal coordinates were scaled from a topographic map and have
 GV2640.an estimated accuracy of +/- 6 seconds.
 GV2640
 GV2640.The orthometric height was determined by differential leveling
 GV2640.and adjusted by the National Geodetic Survey in June 1991..
 GV2640
 GV2640.The geoid height was determined by GEOID03.
 GV2640
 GV2640.The dynamic height is computed by dividing the NAVD 88
 GV2640.geopotential number by the normal gravity value computed on the
 GV2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2640.degrees latitude (g = 980.6199 gals.).
 GV2640
 GV2640.The modeled gravity was interpolated from observed gravity values.
 GV2640
 GV2640;                    North         East    Units  Estimated Accuracy
 GV2640;SPC VA S     - 1,134,420.    3,586,190.      MT  (+/- 180 meters Scaled)
 GV2640
 GV2640                          SUPERSEDED SURVEY CONTROL
 GV2640
 GV2640  NGVD 29 (??/??/??)   65.531  (m)          215.00   (f) ADJUSTED    2 0
 GV2640
 GV2640.Superseded values are not recommended for survey control.
 GV2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2640.See file dsdata.txt to determine how the superseded data were derived.
 GV2640
 GV2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG769578(NAD 83)
 GV2640_MARKER: DD = SURVEY DISK
 GV2640_SETTING: 0 = UNSPECIFIED SETTING
 GV2640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2640+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2640
 GV2640  HISTORY     - Date     Condition        Report By
 GV2640  HISTORY     - UNK      MONUMENTED       VA2060
 GV2640  HISTORY     - 1972     GOOD             NGS
 GV2640  HISTORY     - 1987     POOR             USPSQD
 GV2640  HISTORY     - 20000224 GOOD             USPSQD
 GV2640  HISTORY     - 20041023 GOOD             USPSQD
 GV2640
 GV2640                          STATION DESCRIPTION
 GV2640
 GV2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2640'AT RICHMOND.
 GV2640'13.5 FEET SOUTHWEST OF THE CENTERLINE OF OLD WESTHAM ROAD, 20.5
 GV2640'FEET SOUTHEAST OF THE CENTERLINE OF BERWICK ROAD, 6.5 FEET NORTH
 GV2640'OF A TELEPHONE POLE NO. 113, 55 FEET NORTHEAST OF A TELEPHONE
 GV2640'POLE NO. 6699A, 41 FEET NORTHEAST 1.4 FEET PINE, 24.5 FEET
 GV2640'SOUTHEAST SEWER MANHOLE.
 GV2640
 GV2640                          STATION RECOVERY (1987)
 GV2640
 GV2640'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCR)
 GV2640'MARK RECOVERED IN POOR CONDITION.
 GV2640
 GV2640                          STATION RECOVERY (2000)
 GV2640
 GV2640'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2640'RECOVERED IN GOOD CONDITION.
 GV2640
 GV2640                          STATION RECOVERY (2004)
 GV2640
 GV2640'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2663 ***********************************************************************
 GV2663  DESIGNATION -  613 C OF R
 GV2663  PID         -  GV2663
 GV2663  STATE/COUNTY-  VA/CHESTERFIELD
 GV2663  USGS QUAD   -  BON AIR (1994)
 GV2663
 GV2663                         *CURRENT SURVEY CONTROL
 GV2663  ___________________________________________________________________
 GV2663* NAD 83(1986)-  37 32 22.     (N)    077 32 16.     (W)     SCALED    
 GV2663* NAVD 88     -        73.177  (meters)     240.08   (feet)  ADJUSTED  
 GV2663  ___________________________________________________________________
 GV2663  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV2663  DYNAMIC HT  -          73.126 (meters)     239.91  (feet)  COMP
 GV2663  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV2663
 GV2663  VERT ORDER  -  SECOND    CLASS 0
 GV2663
 GV2663.The horizontal coordinates were scaled from a topographic map and have
 GV2663.an estimated accuracy of +/- 6 seconds.
 GV2663
 GV2663.The orthometric height was determined by differential leveling
 GV2663.and adjusted by the National Geodetic Survey in June 1991..
 GV2663
 GV2663.The geoid height was determined by GEOID03.
 GV2663
 GV2663.The dynamic height is computed by dividing the NAVD 88
 GV2663.geopotential number by the normal gravity value computed on the
 GV2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2663.degrees latitude (g = 980.6199 gals.).
 GV2663
 GV2663.The modeled gravity was interpolated from observed gravity values.
 GV2663
 GV2663;                    North         East    Units  Estimated Accuracy
 GV2663;SPC VA S     - 1,134,280.    3,585,030.      MT  (+/- 180 meters Scaled)
 GV2663
 GV2663                          SUPERSEDED SURVEY CONTROL
 GV2663
 GV2663  NGVD 29 (??/??/??)   73.492  (m)          241.12   (f) ADJUSTED    2 0
 GV2663
 GV2663.Superseded values are not recommended for survey control.
 GV2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2663.See file dsdata.txt to determine how the superseded data were derived.
 GV2663
 GV2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG757577(NAD 83)
 GV2663_MARKER: DD = SURVEY DISK
 GV2663_SETTING: 0 = UNSPECIFIED SETTING
 GV2663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2663+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2663
 GV2663  HISTORY     - Date     Condition        Report By
 GV2663  HISTORY     - UNK      MONUMENTED       VA2060
 GV2663  HISTORY     - 1972     MARK NOT FOUND   USPSQD
 GV2663  HISTORY     - 1972     GOOD             NGS
 GV2663  HISTORY     - 20000113 GOOD             USPSQD
 GV2663  HISTORY     - 20041023 GOOD             USPSQD
 GV2663
 GV2663                          STATION DESCRIPTION
 GV2663
 GV2663'DESCRIBED BY US POWER SQUADRON 1972 (LS)
 GV2663'MARK NOT FOUND.
 GV2663
 GV2663                          STATION RECOVERY (1972)
 GV2663
 GV2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GV2663'AT RICHMOND.
 GV2663'20 FEET NORTHWEST OF THE CENTERLINE OF COTTINGHAM ROAD, 30 FEET
 GV2663'NORTHEAST OF THE CENTERLINE OF KENMORE ROAD, 59 FEET NORTHEAST OF
 GV2663'A TELEPHONE POLE NO. 7022H, 34 FEET SOUTH OF A 1.3 FEET PINE, 62
 GV2663'FEET SOUTHEAST OF A 1.4 FEET PINE, 49.5 FEET SOUTHWEST OF A 1.3
 GV2663'FEET PINE.
 GV2663
 GV2663                          STATION RECOVERY (2000)
 GV2663
 GV2663'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2663'RECOVERED IN GOOD CONDITION.
 GV2663
 GV2663                          STATION RECOVERY (2004)
 GV2663
 GV2663'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2663'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2661 ***********************************************************************
 GV2661  DESIGNATION -  614 C OF R
 GV2661  PID         -  GV2661
 GV2661  STATE/COUNTY-  VA/CHESTERFIELD
 GV2661  USGS QUAD   -  BON AIR (1994)
 GV2661
 GV2661                         *CURRENT SURVEY CONTROL
 GV2661  ___________________________________________________________________
 GV2661* NAD 83(1986)-  37 32 31.     (N)    077 32 32.     (W)     SCALED    
 GV2661* NAVD 88     -        56.996  (meters)     186.99   (feet)  ADJUSTED  
 GV2661  ___________________________________________________________________
 GV2661  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2661  DYNAMIC HT  -          56.957 (meters)     186.87  (feet)  COMP
 GV2661  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 GV2661
 GV2661  VERT ORDER  -  SECOND    CLASS 0
 GV2661
 GV2661.The horizontal coordinates were scaled from a topographic map and have
 GV2661.an estimated accuracy of +/- 6 seconds.
 GV2661
 GV2661.The orthometric height was determined by differential leveling
 GV2661.and adjusted by the National Geodetic Survey in June 1991..
 GV2661
 GV2661.The geoid height was determined by GEOID03.
 GV2661
 GV2661.The dynamic height is computed by dividing the NAVD 88
 GV2661.geopotential number by the normal gravity value computed on the
 GV2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2661.degrees latitude (g = 980.6199 gals.).
 GV2661
 GV2661.The modeled gravity was interpolated from observed gravity values.
 GV2661
 GV2661;                    North         East    Units  Estimated Accuracy
 GV2661;SPC VA S     - 1,134,560.    3,584,640.      MT  (+/- 180 meters Scaled)
 GV2661
 GV2661                          SUPERSEDED SURVEY CONTROL
 GV2661
 GV2661  NGVD 29 (??/??/??)   57.312  (m)          188.03   (f) ADJUSTED    2 0
 GV2661
 GV2661.Superseded values are not recommended for survey control.
 GV2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2661.See file dsdata.txt to determine how the superseded data were derived.
 GV2661
 GV2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG753580(NAD 83)
 GV2661_MARKER: DD = SURVEY DISK
 GV2661_SETTING: 0 = UNSPECIFIED SETTING
 GV2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2661
 GV2661  HISTORY     - Date     Condition        Report By
 GV2661  HISTORY     - UNK      MONUMENTED       VA2060
 GV2661  HISTORY     - 1972     GOOD             NGS
 GV2661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2661  HISTORY     - 20000113 MARK NOT FOUND   USPSQD
 GV2661  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2661
 GV2661                          STATION DESCRIPTION
 GV2661
 GV2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2661'AT RICHMOND.
 GV2661'16.5 FEET EAST OF THE CENTERLINE OF STRATFORD ROAD, 10 FEET NORTH
 GV2661'OF A PRIVATE DRIVEWAY (ENTRANCE TO 3045 STRATFORD ROAD), 64 FEET
 GV2661'NORTHEAST OF VEPCO POLE NO. AM37, 69.5 FEET NORTHWEST OF VEPCO
 GV2661'POLE NO. 99873, 7.5 FEET NORTH OF THE SOUTH WALL OF A TRI-LEVEL
 GV2661'BRICK HOUSE NO. 3045.
 GV2661
 GV2661                          STATION RECOVERY (1987)
 GV2661
 GV2661'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2661'MARK NOT FOUND.
 GV2661
 GV2661                          STATION RECOVERY (2000)
 GV2661
 GV2661'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2661'MARK NOT FOUND.
 GV2661
 GV2661                          STATION RECOVERY (2004)
 GV2661
 GV2661'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2661'BLACKTOP AND DRAINAGE CULVERT TO RAISED MANHOLE SEWER HAS COVERED THE
 GV2661'DESCRIBED AREA OF MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2662 ***********************************************************************
 GV2662  DESIGNATION -  615 C OF R
 GV2662  PID         -  GV2662
 GV2662  STATE/COUNTY-  VA/CHESTERFIELD
 GV2662  USGS QUAD   -  BON AIR (1994)
 GV2662
 GV2662                         *CURRENT SURVEY CONTROL
 GV2662  ___________________________________________________________________
 GV2662* NAD 83(1986)-  37 32 16.     (N)    077 32 33.     (W)     SCALED    
 GV2662* NAVD 88     -        75.237  (meters)     246.84   (feet)  ADJUSTED  
 GV2662  ___________________________________________________________________
 GV2662  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV2662  DYNAMIC HT  -          75.185 (meters)     246.67  (feet)  COMP
 GV2662  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 GV2662
 GV2662  VERT ORDER  -  SECOND    CLASS 0
 GV2662
 GV2662.The horizontal coordinates were scaled from a topographic map and have
 GV2662.an estimated accuracy of +/- 6 seconds.
 GV2662
 GV2662.The orthometric height was determined by differential leveling
 GV2662.and adjusted by the National Geodetic Survey in June 1991..
 GV2662
 GV2662.The geoid height was determined by GEOID03.
 GV2662
 GV2662.The dynamic height is computed by dividing the NAVD 88
 GV2662.geopotential number by the normal gravity value computed on the
 GV2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2662.degrees latitude (g = 980.6199 gals.).
 GV2662
 GV2662.The modeled gravity was interpolated from observed gravity values.
 GV2662
 GV2662;                    North         East    Units  Estimated Accuracy
 GV2662;SPC VA S     - 1,134,090.    3,584,620.      MT  (+/- 180 meters Scaled)
 GV2662
 GV2662                          SUPERSEDED SURVEY CONTROL
 GV2662
 GV2662  NGVD 29 (??/??/??)   75.552  (m)          247.87   (f) ADJUSTED    2 0
 GV2662
 GV2662.Superseded values are not recommended for survey control.
 GV2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2662.See file dsdata.txt to determine how the superseded data were derived.
 GV2662
 GV2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG753575(NAD 83)
 GV2662_MARKER: DD = SURVEY DISK
 GV2662_SETTING: 0 = UNSPECIFIED SETTING
 GV2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2662+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2662
 GV2662  HISTORY     - Date     Condition        Report By
 GV2662  HISTORY     - UNK      MONUMENTED       VA2060
 GV2662  HISTORY     - 1972     GOOD             NGS
 GV2662  HISTORY     - 1987     GOOD             USPSQD
 GV2662  HISTORY     - 20000113 GOOD             USPSQD
 GV2662  HISTORY     - 20041023 GOOD             USPSQD
 GV2662
 GV2662                          STATION DESCRIPTION
 GV2662
 GV2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2662'AT RICHMOND.
 GV2662'17 FEET NORTH OF THE CENTERLINE OF STRATFORD ROAD, 27 FEET WEST
 GV2662'OF THE CENTERLINE OF KENBURY ROAD, 59 FEET NORTH OF A FIRE HYDRANT
 GV2662'WEST OF KENBURY ROAD, 45 FEET NORTHEAST OF A TELEPHONE POLE NO.
 GV2662'7717I, 27 FEET SOUTHEAST OF A TELEPHONE POLE NO. 7023I, 40 FEET
 GV2662'SOUTHEAST OF A 2.4 FEET OAK.
 GV2662
 GV2662                          STATION RECOVERY (1987)
 GV2662
 GV2662'RECOVERY NOTE BY US POWER SQUADRON 1987 (LTS)
 GV2662'RECOVERED IN GOOD CONDITION.
 GV2662
 GV2662                          STATION RECOVERY (2000)
 GV2662
 GV2662'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2662'RECOVERED IN GOOD CONDITION.
 GV2662
 GV2662                          STATION RECOVERY (2004)
 GV2662
 GV2662'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2662'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0857 ***********************************************************************
 GW0857  DESIGNATION -  615 USGS
 GW0857  PID         -  GW0857
 GW0857  STATE/COUNTY-  VA/BEDFORD
 GW0857  USGS QUAD   -  BIG ISLAND (1983)
 GW0857
 GW0857                         *CURRENT SURVEY CONTROL
 GW0857  ___________________________________________________________________
 GW0857* NAD 83(1986)-  37 31 26.     (N)    079 21 07.     (W)     SCALED    
 GW0857* NAVD 88     -       186.383  (meters)     611.49   (feet)  ADJUSTED  
 GW0857  ___________________________________________________________________
 GW0857  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW0857  DYNAMIC HT  -         186.240 (meters)     611.02  (feet)  COMP
 GW0857  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 GW0857
 GW0857  VERT ORDER  -  FIRST     CLASS II
 GW0857
 GW0857.The horizontal coordinates were scaled from a topographic map and have
 GW0857.an estimated accuracy of +/- 6 seconds.
 GW0857
 GW0857.The orthometric height was determined by differential leveling
 GW0857.and adjusted by the National Geodetic Survey in June 1991..
 GW0857
 GW0857.The geoid height was determined by GEOID03.
 GW0857
 GW0857.The dynamic height is computed by dividing the NAVD 88
 GW0857.geopotential number by the normal gravity value computed on the
 GW0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0857.degrees latitude (g = 980.6199 gals.).
 GW0857
 GW0857.The modeled gravity was interpolated from observed gravity values.
 GW0857
 GW0857;                    North         East    Units  Estimated Accuracy
 GW0857;SPC VA S     - 1,132,460.    3,424,700.      MT  (+/- 180 meters Scaled)
 GW0857
 GW0857                          SUPERSEDED SURVEY CONTROL
 GW0857
 GW0857.No superseded survey control is available for this station.
 GW0857
 GW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB456542(NAD 83)
 GW0857_MARKER: Q = CHISELED SQUARE
 GW0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0857_SP_SET: BRIDGE
 GW0857_MARK LOGO: USGS  
 GW0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0857
 GW0857  HISTORY     - Date     Condition        Report By
 GW0857  HISTORY     - UNK      MONUMENTED       USGS
 GW0857  HISTORY     - 1934     GOOD             NGS
 GW0857  HISTORY     - 1973     MARK NOT FOUND   MADHOP
 GW0857  HISTORY     - 1984     GOOD             NGS
 GW0857
 GW0857                          STATION DESCRIPTION
 GW0857
 GW0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0857'0.5 MI NW FROM WAUGH.
 GW0857'0.5 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0857'THE STATION AT WAUGH, AT BRIDGE 164.3, AT THE NORTH ABUTMENT, AND
 GW0857'ON THE WEST END OF THE CONCRETE BACK WALL.  A CHISELED SQUARE.
 GW0857
 GW0857                          STATION RECOVERY (1973)
 GW0857
 GW0857'RECOVERY NOTE BY MADDOX AND HOPKINS SURVEYORS 1973
 GW0857'MARK NOT FOUND.
 GW0857
 GW0857                          STATION RECOVERY (1984)
 GW0857
 GW0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2664 ***********************************************************************
 GV2664  DESIGNATION -  616 C OF R
 GV2664  PID         -  GV2664
 GV2664  STATE/COUNTY-  VA/CHESTERFIELD
 GV2664  USGS QUAD   -  BON AIR (1994)
 GV2664
 GV2664                         *CURRENT SURVEY CONTROL
 GV2664  ___________________________________________________________________
 GV2664* NAD 83(1986)-  37 32 17.     (N)    077 32 52.     (W)     SCALED    
 GV2664* NAVD 88     -        58.729  (meters)     192.68   (feet)  ADJUSTED  
 GV2664  ___________________________________________________________________
 GV2664  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV2664  DYNAMIC HT  -          58.688 (meters)     192.55  (feet)  COMP
 GV2664  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 GV2664
 GV2664  VERT ORDER  -  SECOND    CLASS 0
 GV2664
 GV2664.The horizontal coordinates were scaled from a topographic map and have
 GV2664.an estimated accuracy of +/- 6 seconds.
 GV2664
 GV2664.The orthometric height was determined by differential leveling
 GV2664.and adjusted by the National Geodetic Survey in June 1991..
 GV2664
 GV2664.The geoid height was determined by GEOID03.
 GV2664
 GV2664.The dynamic height is computed by dividing the NAVD 88
 GV2664.geopotential number by the normal gravity value computed on the
 GV2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2664.degrees latitude (g = 980.6199 gals.).
 GV2664
 GV2664.The modeled gravity was interpolated from observed gravity values.
 GV2664
 GV2664;                    North         East    Units  Estimated Accuracy
 GV2664;SPC VA S     - 1,134,120.    3,584,150.      MT  (+/- 180 meters Scaled)
 GV2664
 GV2664                          SUPERSEDED SURVEY CONTROL
 GV2664
 GV2664  NGVD 29 (??/??/??)   59.044  (m)          193.71   (f) ADJUSTED    2 0
 GV2664
 GV2664.Superseded values are not recommended for survey control.
 GV2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2664.See file dsdata.txt to determine how the superseded data were derived.
 GV2664
 GV2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG748576(NAD 83)
 GV2664_MARKER: DD = SURVEY DISK
 GV2664_SETTING: 0 = UNSPECIFIED SETTING
 GV2664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2664+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2664
 GV2664  HISTORY     - Date     Condition        Report By
 GV2664  HISTORY     - UNK      MONUMENTED       VA2060
 GV2664  HISTORY     - 1972     GOOD             NGS
 GV2664  HISTORY     - 1987     GOOD             USPSQD
 GV2664  HISTORY     - 20000113 GOOD             USPSQD
 GV2664  HISTORY     - 20041023 GOOD             USPSQD
 GV2664
 GV2664                          STATION DESCRIPTION
 GV2664
 GV2664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2664'AT RICHMOND.
 GV2664'24 FEET SOUTH OF THE CENTERLINE OF AMMONETT DRIVE, 26.5 FEET
 GV2664'EAST OF THE CENTERLINE OF WEYBURN ROAD, 45.5 FEET SOUTHWEST OF
 GV2664'A FIRE HYDRANT NORTH OF AMMONETT DRIVE, 29.5 FEET NORTHWEST OF
 GV2664'A 1.5 FEET POPLAR, 30.5 FEET NORTHWEST OF A 1.3 FEET PINE.
 GV2664
 GV2664                          STATION RECOVERY (1987)
 GV2664
 GV2664'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRM)
 GV2664'RECOVERED IN GOOD CONDITION.
 GV2664
 GV2664                          STATION RECOVERY (2000)
 GV2664
 GV2664'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2664'RECOVERED IN GOOD CONDITION.
 GV2664
 GV2664                          STATION RECOVERY (2004)
 GV2664
 GV2664'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2664'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2665 ***********************************************************************
 GV2665  DESIGNATION -  617 C OF R
 GV2665  PID         -  GV2665
 GV2665  STATE/COUNTY-  VA/CHESTERFIELD
 GV2665  USGS QUAD   -  BON AIR (1994)
 GV2665
 GV2665                         *CURRENT SURVEY CONTROL
 GV2665  ___________________________________________________________________
 GV2665* NAD 83(1986)-  37 32 21.     (N)    077 33 01.     (W)     SCALED    
 GV2665* NAVD 88     -        70.577  (meters)     231.55   (feet)  ADJUSTED  
 GV2665  ___________________________________________________________________
 GV2665  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2665  DYNAMIC HT  -          70.528 (meters)     231.39  (feet)  COMP
 GV2665  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 GV2665
 GV2665  VERT ORDER  -  SECOND    CLASS 0
 GV2665
 GV2665.The horizontal coordinates were scaled from a topographic map and have
 GV2665.an estimated accuracy of +/- 6 seconds.
 GV2665
 GV2665.The orthometric height was determined by differential leveling
 GV2665.and adjusted by the National Geodetic Survey in June 1991..
 GV2665
 GV2665.The geoid height was determined by GEOID03.
 GV2665
 GV2665.The dynamic height is computed by dividing the NAVD 88
 GV2665.geopotential number by the normal gravity value computed on the
 GV2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2665.degrees latitude (g = 980.6199 gals.).
 GV2665
 GV2665.The modeled gravity was interpolated from observed gravity values.
 GV2665
 GV2665;                    North         East    Units  Estimated Accuracy
 GV2665;SPC VA S     - 1,134,240.    3,583,930.      MT  (+/- 180 meters Scaled)
 GV2665
 GV2665                          SUPERSEDED SURVEY CONTROL
 GV2665
 GV2665  NGVD 29 (??/??/??)   70.891  (m)          232.58   (f) ADJUSTED    2 0
 GV2665
 GV2665.Superseded values are not recommended for survey control.
 GV2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2665.See file dsdata.txt to determine how the superseded data were derived.
 GV2665
 GV2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG746577(NAD 83)
 GV2665_MARKER: DD = SURVEY DISK
 GV2665_SETTING: 0 = UNSPECIFIED SETTING
 GV2665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2665+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2665
 GV2665  HISTORY     - Date     Condition        Report By
 GV2665  HISTORY     - UNK      MONUMENTED       VA2060
 GV2665  HISTORY     - 1972     GOOD             NGS
 GV2665  HISTORY     - 20000113 GOOD             USPSQD
 GV2665  HISTORY     - 20041023 GOOD             USPSQD
 GV2665
 GV2665                          STATION DESCRIPTION
 GV2665
 GV2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2665'AT RICHMOND.
 GV2665'27 FEET NORTHWEST OF THE CENTERLINE OF HALSTEAD ROAD, 26 FEET
 GV2665'NORTHEAST OF THE CENTERLINE OF BICKNELL ROAD, 34.5 FEET NORTHEAST
 GV2665'OF A SEWER MANHOLE, 80.5 FEET NORTHEAST OF A TELEPHONE POLE NO.
 GV2665'1124F, 91 FEET NORTHEAST OF A FIRE HYDRANT WEST OF BICKNELL ROAD,
 GV2665'75 FEET NORTHWEST OF A TELEPHONE POLE NO. 7139A.
 GV2665
 GV2665                          STATION RECOVERY (2000)
 GV2665
 GV2665'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2665'RECOVERED IN GOOD CONDITION.
 GV2665
 GV2665                          STATION RECOVERY (2004)
 GV2665
 GV2665'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2665'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2659 ***********************************************************************
 GV2659  DESIGNATION -  618 C OF R
 GV2659  PID         -  GV2659
 GV2659  STATE/COUNTY-  VA/CHESTERFIELD
 GV2659  USGS QUAD   -  BON AIR (1994)
 GV2659
 GV2659                         *CURRENT SURVEY CONTROL
 GV2659  ___________________________________________________________________
 GV2659* NAD 83(1986)-  37 32 37.     (N)    077 32 53.     (W)     SCALED    
 GV2659* NAVD 88     -        56.438  (meters)     185.16   (feet)  ADJUSTED  
 GV2659  ___________________________________________________________________
 GV2659  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2659  DYNAMIC HT  -          56.399 (meters)     185.04  (feet)  COMP
 GV2659  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 GV2659
 GV2659  VERT ORDER  -  SECOND    CLASS 0
 GV2659
 GV2659.The horizontal coordinates were scaled from a topographic map and have
 GV2659.an estimated accuracy of +/- 6 seconds.
 GV2659
 GV2659.The orthometric height was determined by differential leveling
 GV2659.and adjusted by the National Geodetic Survey in June 1991..
 GV2659
 GV2659.The geoid height was determined by GEOID03.
 GV2659
 GV2659.The dynamic height is computed by dividing the NAVD 88
 GV2659.geopotential number by the normal gravity value computed on the
 GV2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2659.degrees latitude (g = 980.6199 gals.).
 GV2659
 GV2659.The modeled gravity was interpolated from observed gravity values.
 GV2659
 GV2659;                    North         East    Units  Estimated Accuracy
 GV2659;SPC VA S     - 1,134,740.    3,584,120.      MT  (+/- 180 meters Scaled)
 GV2659
 GV2659                          SUPERSEDED SURVEY CONTROL
 GV2659
 GV2659  NGVD 29 (??/??/??)   56.753  (m)          186.20   (f) ADJUSTED    2 0
 GV2659
 GV2659.Superseded values are not recommended for survey control.
 GV2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2659.See file dsdata.txt to determine how the superseded data were derived.
 GV2659
 GV2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG748582(NAD 83)
 GV2659_MARKER: DD = SURVEY DISK
 GV2659_SETTING: 0 = UNSPECIFIED SETTING
 GV2659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2659+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2659
 GV2659  HISTORY     - Date     Condition        Report By
 GV2659  HISTORY     - UNK      MONUMENTED       VA2060
 GV2659  HISTORY     - 1972     GOOD             NGS
 GV2659  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2659  HISTORY     - 20000113 GOOD             USPSQD
 GV2659  HISTORY     - 20041023 GOOD             USPSQD
 GV2659
 GV2659                          STATION DESCRIPTION
 GV2659
 GV2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2659'AT RICHMOND.
 GV2659'AT THE CENTERLINE OF ABBEY ROAD PROJECTED, 15 FEET SOUTHEAST OF
 GV2659'THE CENTERLINE OF SHERBROOK ROAD, 19.5 FEET NORTHEAST OF A SEWER
 GV2659'MANHOLE, 113 FEET NORTHEAST OF A FIRE HYDRANT SOUTH OF SHERBROOK
 GV2659'ROAD, 30 FEET NORTHEAST OF A 1.2 FEET OAK, 86.5 FEET SOUTH OF A
 GV2659'1.3 FEET OAK.
 GV2659
 GV2659                          STATION RECOVERY (1987)
 GV2659
 GV2659'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2659'MARK NOT FOUND.
 GV2659
 GV2659                          STATION RECOVERY (2000)
 GV2659
 GV2659'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2659'RECOVERED IN GOOD CONDITION.
 GV2659
 GV2659                          STATION RECOVERY (2004)
 GV2659
 GV2659'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2659'MARK DESCRIPTION CORRECTION.
 GV2659'MARK IS 19.5FT SOUTHEAST OF A SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2681 ***********************************************************************
 GV2681  DESIGNATION -  619 C OF R
 GV2681  PID         -  GV2681
 GV2681  STATE/COUNTY-  VA/CHESTERFIELD
 GV2681  USGS QUAD   -  BON AIR (1994)
 GV2681
 GV2681                         *CURRENT SURVEY CONTROL
 GV2681  ___________________________________________________________________
 GV2681* NAD 83(1986)-  37 32 55.     (N)    077 35 01.     (W)     SCALED    
 GV2681* NAVD 88     -        58.199  (meters)     190.94   (feet)  ADJUSTED  
 GV2681  ___________________________________________________________________
 GV2681  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV2681  DYNAMIC HT  -          58.159 (meters)     190.81  (feet)  COMP
 GV2681  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 GV2681
 GV2681  VERT ORDER  -  SECOND    CLASS 0
 GV2681
 GV2681.The horizontal coordinates were scaled from a topographic map and have
 GV2681.an estimated accuracy of +/- 6 seconds.
 GV2681
 GV2681.The orthometric height was determined by differential leveling
 GV2681.and adjusted by the National Geodetic Survey in June 1991..
 GV2681
 GV2681.The geoid height was determined by GEOID03.
 GV2681
 GV2681.The dynamic height is computed by dividing the NAVD 88
 GV2681.geopotential number by the normal gravity value computed on the
 GV2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2681.degrees latitude (g = 980.6199 gals.).
 GV2681
 GV2681.The modeled gravity was interpolated from observed gravity values.
 GV2681
 GV2681;                    North         East    Units  Estimated Accuracy
 GV2681;SPC VA S     - 1,135,260.    3,580,970.      MT  (+/- 180 meters Scaled)
 GV2681
 GV2681                          SUPERSEDED SURVEY CONTROL
 GV2681
 GV2681  NGVD 29 (??/??/??)   58.514  (m)          191.97   (f) ADJUSTED    2 0
 GV2681
 GV2681.Superseded values are not recommended for survey control.
 GV2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2681.See file dsdata.txt to determine how the superseded data were derived.
 GV2681
 GV2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG717588(NAD 83)
 GV2681_MARKER: DD = SURVEY DISK
 GV2681_SETTING: 0 = UNSPECIFIED SETTING
 GV2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2681+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2681
 GV2681  HISTORY     - Date     Condition        Report By
 GV2681  HISTORY     - UNK      MONUMENTED       VA2060
 GV2681  HISTORY     - 1972     GOOD             NGS
 GV2681  HISTORY     - 1990     GOOD             USPSQD
 GV2681  HISTORY     - 20000107 GOOD             USPSQD
 GV2681  HISTORY     - 20041023 GOOD             USPSQD
 GV2681
 GV2681                          STATION DESCRIPTION
 GV2681
 GV2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2681'AT RICHMOND.
 GV2681'19 FEET SOUTH OF THE CENTERLINE OF OLDHAM ROAD, 29.5 FEET EAST OF
 GV2681'THE CENTERLINE OF GARDEN ROAD, 11.5 FEET NORTHEAST OF THE SOUTH
 GV2681'END OF A 2.5 FEET METAL CULVERT, 41.5 FEET SOUTHEAST OF THE
 GV2681'NORTH END OF THE SAME METAL CULVERT, 78 FEET NORTHWEST OF THE
 GV2681'NORTHWEST CORNER OF A TRI-LEVEL BRICK HOUSE NO. 3825 GARDEN ROAD.
 GV2681
 GV2681                          STATION RECOVERY (1990)
 GV2681
 GV2681'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2681'RECOVERED IN GOOD CONDITION.
 GV2681
 GV2681                          STATION RECOVERY (2000)
 GV2681
 GV2681'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2681'RECOVERED IN GOOD CONDITION.
 GV2681
 GV2681                          STATION RECOVERY (2004)
 GV2681
 GV2681'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1168 ***********************************************************************
 FX1168  DESIGNATION -  62
 FX1168  PID         -  FX1168
 FX1168  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1168  USGS QUAD   -  SEBRELL (1990)
 FX1168
 FX1168                         *CURRENT SURVEY CONTROL
 FX1168  ___________________________________________________________________
 FX1168* NAD 83(1986)-  36 47 08.     (N)    077 07 33.     (W)     SCALED    
 FX1168* NAVD 88     -        17.740  (meters)      58.20   (feet)  POSTED    
 FX1168  ___________________________________________________________________
 FX1168  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 FX1168  DYNAMIC HT  -          17.730 (meters)      58.17  (feet)  COMP
 FX1168  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 FX1168
 FX1168  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX1168
 FX1168.The horizontal coordinates were scaled from a topographic map and have
 FX1168.an estimated accuracy of +/- 6 seconds.
 FX1168
 FX1168.The orthometric height was determined by differential leveling
 FX1168.and adjusted by the National Geodetic Survey in 1992..
 FX1168.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX1168.rate of 2.1 thru 3.0 mm/km.
 FX1168
 FX1168.The geoid height was determined by GEOID03.
 FX1168
 FX1168.The dynamic height is computed by dividing the NAVD 88
 FX1168.geopotential number by the normal gravity value computed on the
 FX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1168.degrees latitude (g = 980.6199 gals.).
 FX1168
 FX1168.The modeled gravity was interpolated from observed gravity values.
 FX1168
 FX1168;                    North         East    Units  Estimated Accuracy
 FX1168;SPC VA S     - 1,051,080.    3,622,660.      MT  (+/- 180 meters Scaled)
 FX1168
 FX1168                          SUPERSEDED SURVEY CONTROL
 FX1168
 FX1168  NGVD 29 (??/??/92)   18.173  (m)           59.62   (f) ADJ UNCH    2 0
 FX1168
 FX1168.Superseded values are not recommended for survey control.
 FX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1168.See file dsdata.txt to determine how the superseded data were derived.
 FX1168
 FX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF103731(NAD 83)
 FX1168_MARKER: DB = BENCH MARK DISK
 FX1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1168_STAMPING: 59.642 1934
 FX1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1168+STABILITY: SURFACE MOTION
 FX1168
 FX1168  HISTORY     - Date     Condition        Report By
 FX1168  HISTORY     - 1934     MONUMENTED       USGS
 FX1168  HISTORY     - 1942     GOOD             NGS
 FX1168  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1168
 FX1168                          STATION DESCRIPTION
 FX1168
 FX1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1168'AT SEBRELL.
 FX1168'AT SEBRELL, SOUTHAMPTON COUNTY, 107 FEET EAST OF THE NORTHEAST
 FX1168'CORNER OF THE VIRGINIAN RAILWAY STATION, 30 FEET NORTHEAST OF THE
 FX1168'NORTHWEST CORNER OF A TOOL SHACK, 17-1/2 FEET NORTHWEST OF A POLE,
 FX1168'22-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT
 FX1168'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 FX1168'PROJECTING 12 INCHES ABOVE GROUND.
 FX1168
 FX1168                          STATION RECOVERY (1965)
 FX1168
 FX1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5816 ***********************************************************************
 GV5816  DESIGNATION -  62
 GV5816  PID         -  GV5816
 GV5816  STATE/COUNTY-  VA/HENRICO
 GV5816  USGS QUAD   -  BON AIR (1994)
 GV5816
 GV5816                         *CURRENT SURVEY CONTROL
 GV5816  ___________________________________________________________________
 GV5816* NAD 83(1993)-  37 33 40.56779(N)    077 34 33.56974(W)     ADJUSTED  
 GV5816* NAVD 88     -        37.75   (+/-2cm)     123.9    (feet)  VERTCON   
 GV5816  ___________________________________________________________________
 GV5816  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV5816  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV5816
 GV5816  HORZ ORDER  -  SECOND
 GV5816  VERT ORDER  -  THIRD ? (See Below)
 GV5816
 GV5816.The horizontal coordinates were established by classical geodetic methods
 GV5816.and adjusted by the National Geodetic Survey in November 1994..
 GV5816
 GV5816.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5816.The vertical order pertains to the NGVD 29 superseded value.
 GV5816
 GV5816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5816
 GV5816.The geoid height was determined by GEOID03.
 GV5816
 GV5816;                    North         East     Units Scale Factor Converg.
 GV5816;SPC VA S     - 1,136,670.486 3,581,633.752   MT  0.99995110   +0 33 38.9
 GV5816;SPC VA S     - 3,729,226.42 11,750,743.40   sFT  0.99995110   +0 33 38.9
 GV5816;UTM  18      - 4,160,257.884   272,474.217   MT  1.00023770   -1 34 15.7
 GV5816
 GV5816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5816!SPC VA S     -   0.99999921  x   0.99995110  =   0.99995031
 GV5816!UTM  18      -   0.99999921  x   1.00023770  =   1.00023691
 GV5816
 GV5816:                Primary Azimuth Mark                     Grid Az
 GV5816:SPC VA S     -  63                                       113 47 14.9
 GV5816:UTM  18      -  63                                       115 55 09.5
 GV5816
 GV5816|---------------------------------------------------------------------|
 GV5816| PID    Reference Object                     Distance      Geod. Az  |
 GV5816|                                                           dddmmss.s |
 GV5816| GV5804 63                                  APPROX. 1.5 KM 1142053.8 |
 GV5816| GV5820 208 C OF R 1972                     331.814 METERS 20337     |
 GV5816| DC5520 62 RM                                 9.879 METERS 34245     |
 GV5816|---------------------------------------------------------------------|
 GV5816
 GV5816                          SUPERSEDED SURVEY CONTROL
 GV5816
 GV5816  NAD 83(1986)-  37 33 40.57394(N)    077 34 33.58692(W) AD(       ) 2
 GV5816  NAD 27      -  37 33 40.04317(N)    077 34 34.63480(W) AD(       ) 2
 GV5816  NGVD 29 (07/19/86)   38.06   (m)          124.9    (f) LEVELING    3  
 GV5816
 GV5816.Superseded values are not recommended for survey control.
 GV5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5816.See file dsdata.txt to determine how the superseded data were derived.
 GV5816
 GV5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7247460258(NAD 83)
 GV5816_MARKER: DD = SURVEY DISK
 GV5816_SETTING: 0 = UNSPECIFIED SETTING
 GV5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5816+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 GV5816
 GV5816  HISTORY     - Date     Condition        Report By
 GV5816  HISTORY     - 1972     MONUMENTED       VA2060
 GV5816  HISTORY     - 19961019 GOOD             USPSQD
 GV5816  HISTORY     - 20010302 GOOD             USPSQD
 GV5816  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV5816
 GV5816                          STATION DESCRIPTION
 GV5816
 GV5816'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5816'BEGINNING AT UNITED STATES POST OFFICE, RIDGE BRANCH, LOCATED ON
 GV5816'PARHAM RD., THENCE NORTH OF INTERSECTION WITH PATTERSON AVE. 0.05
 GV5816'MILE, THENCE SOUTH ON PARHAM RD. 1.85 MILES TO INTERSECTION WITH
 GV5816'RIVER RD., THENCE EAST ON RIVER RD. 0.20 MILE TO PRIVATE ENTRANCE
 GV5816'TO ROSLYN, THENCE SOUTH ON PRIVATE DRIVE 0.55 MILE TO POINT NO. 62,
 GV5816'LOCATED ON BOSHER DAM.
 GV5816'
 GV5816'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND DISC, SET ON TOP OF
 GV5816'NORTH END OF BOSHER DAM, DISC MARKED PT. 62-1973.
 GV5816'
 GV5816'REFERENCE MARK, STEEL PIN WITH PUNCH HOLE IN CENTER OF PIN, SET
 GV5816'FLUSH WITH TOP OF DAM.
 GV5816'
 GV5816'DISTANCE BETWEEN PT. 62 AND R. M. IS 32.41 FT., 9.879 M.
 GV5816'
 GV5816'NEAREST TOWN--RICHMOND.
 GV5816
 GV5816                          STATION RECOVERY (1996)
 GV5816
 GV5816'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5816'RECOVERED IN GOOD CONDITION.
 GV5816
 GV5816                          STATION RECOVERY (2001)
 GV5816
 GV5816'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GV5816'RECOVERED IN GOOD CONDITION.
 GV5816
 GV5816                          STATION RECOVERY (2005)
 GV5816
 GV5816'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5816'UNABLE TO ACESS LOCATION GATE WAS LOCKED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2682 ***********************************************************************
 GV2682  DESIGNATION -  620 C OF R
 GV2682  PID         -  GV2682
 GV2682  STATE/COUNTY-  VA/CHESTERFIELD
 GV2682  USGS QUAD   -  BON AIR (1994)
 GV2682
 GV2682                         *CURRENT SURVEY CONTROL
 GV2682  ___________________________________________________________________
 GV2682* NAD 83(1986)-  37 32 37.     (N)    077 35 13.     (W)     SCALED    
 GV2682* NAVD 88     -        70.659  (meters)     231.82   (feet)  ADJUSTED  
 GV2682  ___________________________________________________________________
 GV2682  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 GV2682  DYNAMIC HT  -          70.610 (meters)     231.66  (feet)  COMP
 GV2682  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 GV2682
 GV2682  VERT ORDER  -  SECOND    CLASS 0
 GV2682
 GV2682.The horizontal coordinates were scaled from a topographic map and have
 GV2682.an estimated accuracy of +/- 6 seconds.
 GV2682
 GV2682.The orthometric height was determined by differential leveling
 GV2682.and adjusted by the National Geodetic Survey in June 1991..
 GV2682
 GV2682.The geoid height was determined by GEOID03.
 GV2682
 GV2682.The dynamic height is computed by dividing the NAVD 88
 GV2682.geopotential number by the normal gravity value computed on the
 GV2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2682.degrees latitude (g = 980.6199 gals.).
 GV2682
 GV2682.The modeled gravity was interpolated from observed gravity values.
 GV2682
 GV2682;                    North         East    Units  Estimated Accuracy
 GV2682;SPC VA S     - 1,134,700.    3,580,690.      MT  (+/- 180 meters Scaled)
 GV2682
 GV2682                          SUPERSEDED SURVEY CONTROL
 GV2682
 GV2682  NGVD 29 (??/??/??)   70.974  (m)          232.85   (f) ADJUSTED    2 0
 GV2682
 GV2682.Superseded values are not recommended for survey control.
 GV2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2682.See file dsdata.txt to determine how the superseded data were derived.
 GV2682
 GV2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG714583(NAD 83)
 GV2682_MARKER: DD = SURVEY DISK
 GV2682_SETTING: 0 = UNSPECIFIED SETTING
 GV2682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2682+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2682
 GV2682  HISTORY     - Date     Condition        Report By
 GV2682  HISTORY     - UNK      MONUMENTED       VA2060
 GV2682  HISTORY     - 1972     GOOD             NGS
 GV2682  HISTORY     - 1990     GOOD             USPSQD
 GV2682  HISTORY     - 20000107 GOOD             USPSQD
 GV2682  HISTORY     - 20041023 GOOD             USPSQD
 GV2682
 GV2682                          STATION DESCRIPTION
 GV2682
 GV2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2682'AT RICHMOND.
 GV2682'21.5 FEET NORTHEAST OF THE CENTERLINE OF GARFIELD ROAD, 43.5
 GV2682'FEET EAST OF THE CENTERLINE OF TRAYLOR DRIVE, 16.5 FEET SOUTH OF
 GV2682'A 1.5 FEET PINE, 51 FEET NORTHEAST OF A 1.5 FEET PINE, 21.5
 GV2682'FEET EAST OF THE NORTH END OF A 2 FEET METAL CULVERT.
 GV2682
 GV2682                          STATION RECOVERY (1990)
 GV2682
 GV2682'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2682'RECOVERED IN GOOD CONDITION.
 GV2682
 GV2682                          STATION RECOVERY (2000)
 GV2682
 GV2682'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2682'RECOVERED IN GOOD CONDITION.
 GV2682
 GV2682                          STATION RECOVERY (2004)
 GV2682
 GV2682'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2683 ***********************************************************************
 GV2683  DESIGNATION -  621 C OF R
 GV2683  PID         -  GV2683
 GV2683  STATE/COUNTY-  VA/CHESTERFIELD
 GV2683  USGS QUAD   -  BON AIR (1994)
 GV2683
 GV2683                         *CURRENT SURVEY CONTROL
 GV2683  ___________________________________________________________________
 GV2683* NAD 83(1986)-  37 32 29.     (N)    077 35 06.     (W)     SCALED    
 GV2683* NAVD 88     -        77.804  (meters)     255.26   (feet)  ADJUSTED  
 GV2683  ___________________________________________________________________
 GV2683  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV2683  DYNAMIC HT  -          77.750 (meters)     255.08  (feet)  COMP
 GV2683  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 GV2683
 GV2683  VERT ORDER  -  SECOND    CLASS 0
 GV2683
 GV2683.The horizontal coordinates were scaled from a topographic map and have
 GV2683.an estimated accuracy of +/- 6 seconds.
 GV2683
 GV2683.The orthometric height was determined by differential leveling
 GV2683.and adjusted by the National Geodetic Survey in June 1991..
 GV2683
 GV2683.The geoid height was determined by GEOID03.
 GV2683
 GV2683.The dynamic height is computed by dividing the NAVD 88
 GV2683.geopotential number by the normal gravity value computed on the
 GV2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2683.degrees latitude (g = 980.6199 gals.).
 GV2683
 GV2683.The modeled gravity was interpolated from observed gravity values.
 GV2683
 GV2683;                    North         East    Units  Estimated Accuracy
 GV2683;SPC VA S     - 1,134,460.    3,580,860.      MT  (+/- 180 meters Scaled)
 GV2683
 GV2683                          SUPERSEDED SURVEY CONTROL
 GV2683
 GV2683  NGVD 29 (??/??/??)   78.118  (m)          256.29   (f) ADJUSTED    2 0
 GV2683
 GV2683.Superseded values are not recommended for survey control.
 GV2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2683.See file dsdata.txt to determine how the superseded data were derived.
 GV2683
 GV2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG716580(NAD 83)
 GV2683_MARKER: DD = SURVEY DISK
 GV2683_SETTING: 0 = UNSPECIFIED SETTING
 GV2683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2683+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2683
 GV2683  HISTORY     - Date     Condition        Report By
 GV2683  HISTORY     - UNK      MONUMENTED       VA2060
 GV2683  HISTORY     - 1972     GOOD             NGS
 GV2683  HISTORY     - 1990     GOOD             USPSQD
 GV2683  HISTORY     - 20000107 GOOD             USPSQD
 GV2683  HISTORY     - 20041023 GOOD             USPSQD
 GV2683
 GV2683                          STATION DESCRIPTION
 GV2683
 GV2683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2683'AT RICHMOND.
 GV2683'26.5 FEET SOUTHEAST OF THE CENTERLINE OF TIFFANY CIRCLE, 26.5
 GV2683'FEET EAST OF THE CENTERLINE OF MARGATE DRIVE, 34.5 FEET NORTH OF A
 GV2683'FIRE HYDRANT ON THE EAST SIDE OF MARGATE DRIVE, 89.5 FEET
 GV2683'SOUTHWEST OF A 1.3 FEET OAK, 43.5 FEET SOUTHEAST OF THE NORTH END
 GV2683'OF A 1.5 FEET CONCRETE CULVERT.
 GV2683
 GV2683                          STATION RECOVERY (1990)
 GV2683
 GV2683'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2683'RECOVERED IN GOOD CONDITION.
 GV2683
 GV2683                          STATION RECOVERY (2000)
 GV2683
 GV2683'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2683'RECOVERED IN GOOD CONDITION.
 GV2683
 GV2683                          STATION RECOVERY (2004)
 GV2683
 GV2683'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2674 ***********************************************************************
 GV2674  DESIGNATION -  622 C OF R
 GV2674  PID         -  GV2674
 GV2674  STATE/COUNTY-  VA/CHESTERFIELD
 GV2674  USGS QUAD   -  BON AIR (1994)
 GV2674
 GV2674                         *CURRENT SURVEY CONTROL
 GV2674  ___________________________________________________________________
 GV2674* NAD 83(1986)-  37 32 37.     (N)    077 34 31.     (W)     SCALED    
 GV2674* NAVD 88     -        74.679  (meters)     245.01   (feet)  ADJUSTED  
 GV2674  ___________________________________________________________________
 GV2674  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV2674  DYNAMIC HT  -          74.628 (meters)     244.84  (feet)  COMP
 GV2674  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 GV2674
 GV2674  VERT ORDER  -  SECOND    CLASS 0
 GV2674
 GV2674.The horizontal coordinates were scaled from a topographic map and have
 GV2674.an estimated accuracy of +/- 6 seconds.
 GV2674
 GV2674.The orthometric height was determined by differential leveling
 GV2674.and adjusted by the National Geodetic Survey in June 1991..
 GV2674
 GV2674.The geoid height was determined by GEOID03.
 GV2674
 GV2674.The dynamic height is computed by dividing the NAVD 88
 GV2674.geopotential number by the normal gravity value computed on the
 GV2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2674.degrees latitude (g = 980.6199 gals.).
 GV2674
 GV2674.The modeled gravity was interpolated from observed gravity values.
 GV2674
 GV2674;                    North         East    Units  Estimated Accuracy
 GV2674;SPC VA S     - 1,134,710.    3,581,720.      MT  (+/- 180 meters Scaled)
 GV2674
 GV2674                          SUPERSEDED SURVEY CONTROL
 GV2674
 GV2674  NGVD 29 (??/??/??)   74.994  (m)          246.04   (f) ADJUSTED    2 0
 GV2674
 GV2674.Superseded values are not recommended for survey control.
 GV2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2674.See file dsdata.txt to determine how the superseded data were derived.
 GV2674
 GV2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG724582(NAD 83)
 GV2674_MARKER: DD = SURVEY DISK
 GV2674_SETTING: 0 = UNSPECIFIED SETTING
 GV2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2674+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2674
 GV2674  HISTORY     - Date     Condition        Report By
 GV2674  HISTORY     - UNK      MONUMENTED       VA2060
 GV2674  HISTORY     - 1972     GOOD             NGS
 GV2674  HISTORY     - 1990     GOOD             USPSQD
 GV2674  HISTORY     - 20000107 GOOD             USPSQD
 GV2674  HISTORY     - 20041023 GOOD             USPSQD
 GV2674
 GV2674                          STATION DESCRIPTION
 GV2674
 GV2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2674'AT RICHMOND.
 GV2674'17.5 FEET SOUTHWEST OF THE CENTERLINE OF GREENLEAF LANE, 40.5
 GV2674'FEET SOUTHEAST OF THE CENTERLINE OF ELLSWORTH ROAD, 71 FEET
 GV2674'SOUTHEAST OF TELEPHONE POLE NO. 6726K, 8 FEET WEST OF A FIRE
 GV2674'HYDRANT WEST OF GREENLEAF LANE, 48 FEET NORTH OF THE NORTH CORNER
 GV2674'OF A TWO-STORY BRICK HOUSE NO. 3421 ELLSWORTH ROAD.
 GV2674
 GV2674                          STATION RECOVERY (1990)
 GV2674
 GV2674'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2674'RECOVERED IN GOOD CONDITION.
 GV2674
 GV2674                          STATION RECOVERY (2000)
 GV2674
 GV2674'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2674'RECOVERED IN GOOD CONDITION.
 GV2674
 GV2674                          STATION RECOVERY (2004)
 GV2674
 GV2674'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0125 ***********************************************************************
 HW0125  DESIGNATION -  622.2
 HW0125  PID         -  HW0125
 HW0125  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0125  USGS QUAD   -  WOODVILLE (1994)
 HW0125
 HW0125                         *CURRENT SURVEY CONTROL
 HW0125  ___________________________________________________________________
 HW0125* NAD 83(1986)-  38 34 56.     (N)    078 09 33.     (W)     SCALED    
 HW0125* NAVD 88     -       189.445  (meters)     621.54   (feet)  ADJUSTED  
 HW0125  ___________________________________________________________________
 HW0125  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0125  DYNAMIC HT  -         189.322 (meters)     621.13  (feet)  COMP
 HW0125  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 HW0125
 HW0125  VERT ORDER  -  SECOND    CLASS 0
 HW0125
 HW0125.The horizontal coordinates were scaled from a topographic map and have
 HW0125.an estimated accuracy of +/- 6 seconds.
 HW0125
 HW0125.The orthometric height was determined by differential leveling
 HW0125.and adjusted by the National Geodetic Survey in June 1991..
 HW0125
 HW0125.The geoid height was determined by GEOID03.
 HW0125
 HW0125.The dynamic height is computed by dividing the NAVD 88
 HW0125.geopotential number by the normal gravity value computed on the
 HW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0125.degrees latitude (g = 980.6199 gals.).
 HW0125
 HW0125.The modeled gravity was interpolated from observed gravity values.
 HW0125
 HW0125;                    North         East    Units  Estimated Accuracy
 HW0125;SPC VA N     - 2,101,680.    3,529,700.      MT  (+/- 180 meters Scaled)
 HW0125
 HW0125                          SUPERSEDED SURVEY CONTROL
 HW0125
 HW0125  NGVD 29 (??/??/92)  189.643  (m)          622.19   (f) ADJ UNCH    2 0
 HW0125
 HW0125.Superseded values are not recommended for survey control.
 HW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0125.See file dsdata.txt to determine how the superseded data were derived.
 HW0125
 HW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC474742(NAD 83)
 HW0125_MARKER: N = NAIL
 HW0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0125_SP_SET: TREE
 HW0125_STAMPING: 622.2 1942
 HW0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0125
 HW0125  HISTORY     - Date     Condition        Report By
 HW0125  HISTORY     - 1941     MONUMENTED       USGS
 HW0125  HISTORY     - 1942     GOOD             NGS
 HW0125
 HW0125                          STATION DESCRIPTION
 HW0125
 HW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0125'1.7 MI SE FROM WOODVILLE.
 HW0125'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 HW0125'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, AT THE INTERSECTION
 HW0125'OF THE OLD HIGHWAY AND STATE SECONDARY ROAD 626 LEADING TO ROCK
 HW0125'MILLS, AT THE MT. LEBANON BAPTIST CHURCH GROUNDS, IN THE WEST
 HW0125'ROOT OF A TRIANGULAR-BLAZED PINE TREE, 54 FEET NORTHWEST OF THE
 HW0125'CENTER LINE OF THE ROAD, 24 FEET EAST OF THE CENTER LINE OF THE
 HW0125'OLD HIGHWAY, AND 9 FEET WEST OF THE WEST GATEPOST.  A UNITED
 HW0125'STATES GEOLOGICAL SURVEY COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2687 ***********************************************************************
 GV2687  DESIGNATION -  623 C OF R
 GV2687  PID         -  GV2687
 GV2687  STATE/COUNTY-  VA/CHESTERFIELD
 GV2687  USGS QUAD   -  BON AIR (1994)
 GV2687
 GV2687                         *CURRENT SURVEY CONTROL
 GV2687  ___________________________________________________________________
 GV2687* NAD 83(1986)-  37 32 19.     (N)    077 34 21.     (W)     SCALED    
 GV2687* NAVD 88     -        93.913  (meters)     308.11   (feet)  ADJUSTED  
 GV2687  ___________________________________________________________________
 GV2687  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GV2687  DYNAMIC HT  -          93.849 (meters)     307.90  (feet)  COMP
 GV2687  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 GV2687
 GV2687  VERT ORDER  -  SECOND    CLASS 0
 GV2687
 GV2687.The horizontal coordinates were scaled from a topographic map and have
 GV2687.an estimated accuracy of +/- 6 seconds.
 GV2687
 GV2687.The orthometric height was determined by differential leveling
 GV2687.and adjusted by the National Geodetic Survey in June 1991..
 GV2687
 GV2687.The geoid height was determined by GEOID03.
 GV2687
 GV2687.The dynamic height is computed by dividing the NAVD 88
 GV2687.geopotential number by the normal gravity value computed on the
 GV2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2687.degrees latitude (g = 980.6199 gals.).
 GV2687
 GV2687.The modeled gravity was interpolated from observed gravity values.
 GV2687
 GV2687;                    North         East    Units  Estimated Accuracy
 GV2687;SPC VA S     - 1,134,160.    3,581,970.      MT  (+/- 180 meters Scaled)
 GV2687
 GV2687                          SUPERSEDED SURVEY CONTROL
 GV2687
 GV2687  NGVD 29 (??/??/??)   94.229  (m)          309.15   (f) ADJUSTED    2 0
 GV2687
 GV2687.Superseded values are not recommended for survey control.
 GV2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2687.See file dsdata.txt to determine how the superseded data were derived.
 GV2687
 GV2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG727577(NAD 83)
 GV2687_MARKER: DD = SURVEY DISK
 GV2687_SETTING: 0 = UNSPECIFIED SETTING
 GV2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2687
 GV2687  HISTORY     - Date     Condition        Report By
 GV2687  HISTORY     - UNK      MONUMENTED       VA2060
 GV2687  HISTORY     - 1972     GOOD             NGS
 GV2687  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2687  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2687  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2687
 GV2687                          STATION DESCRIPTION
 GV2687
 GV2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2687'AT RICHMOND.
 GV2687'24.5 FEET SOUTH OF THE CENTERLINE OF BANNISTER LANE, SOUTH OF
 GV2687'THE CENTERLINE OF RAGSDALE ROAD PROJECTED, 13 FEET NORTHEAST OF
 GV2687'A 1.2 FEET OAK, 55.5 FEET SOUTHWEST OF A FIRE HYDRANT EAST OF
 GV2687'RAGSDALE ROAD, 19 FEET EAST OF THE SOUTH END OF A 3 FEET METAL
 GV2687'CULVERT.
 GV2687
 GV2687                          STATION RECOVERY (1990)
 GV2687
 GV2687'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2687'MARK NOT FOUND.
 GV2687
 GV2687                          STATION RECOVERY (2000)
 GV2687
 GV2687'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2687'MARK NOT FOUND.
 GV2687
 GV2687                          STATION RECOVERY (2004)
 GV2687
 GV2687'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2655 ***********************************************************************
 GV2655  DESIGNATION -  624 C OF R
 GV2655  PID         -  GV2655
 GV2655  STATE/COUNTY-  VA/CHESTERFIELD
 GV2655  USGS QUAD   -  BON AIR (1994)
 GV2655
 GV2655                         *CURRENT SURVEY CONTROL
 GV2655  ___________________________________________________________________
 GV2655* NAD 83(1986)-  37 33 19.     (N)    077 32 40.     (W)     SCALED    
 GV2655* NAVD 88     -        54.559  (meters)     179.00   (feet)  ADJUSTED  
 GV2655  ___________________________________________________________________
 GV2655  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2655  DYNAMIC HT  -          54.521 (meters)     178.87  (feet)  COMP
 GV2655  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 GV2655
 GV2655  VERT ORDER  -  SECOND    CLASS 0
 GV2655
 GV2655.The horizontal coordinates were scaled from a topographic map and have
 GV2655.an estimated accuracy of +/- 6 seconds.
 GV2655
 GV2655.The orthometric height was determined by differential leveling
 GV2655.and adjusted by the National Geodetic Survey in June 1991..
 GV2655
 GV2655.The geoid height was determined by GEOID03.
 GV2655
 GV2655.The dynamic height is computed by dividing the NAVD 88
 GV2655.geopotential number by the normal gravity value computed on the
 GV2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2655.degrees latitude (g = 980.6199 gals.).
 GV2655
 GV2655.The modeled gravity was interpolated from observed gravity values.
 GV2655
 GV2655;                    North         East    Units  Estimated Accuracy
 GV2655;SPC VA S     - 1,136,030.    3,584,430.      MT  (+/- 180 meters Scaled)
 GV2655
 GV2655                          SUPERSEDED SURVEY CONTROL
 GV2655
 GV2655  NGVD 29 (??/??/??)   54.875  (m)          180.04   (f) ADJUSTED    2 0
 GV2655
 GV2655.Superseded values are not recommended for survey control.
 GV2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2655.See file dsdata.txt to determine how the superseded data were derived.
 GV2655
 GV2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG752595(NAD 83)
 GV2655_MARKER: DD = SURVEY DISK
 GV2655_SETTING: 0 = UNSPECIFIED SETTING
 GV2655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2655+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2655
 GV2655  HISTORY     - Date     Condition        Report By
 GV2655  HISTORY     - UNK      MONUMENTED       VA2060
 GV2655  HISTORY     - 1972     GOOD             NGS
 GV2655  HISTORY     - 1987     GOOD             USPSQD
 GV2655  HISTORY     - 20000107 GOOD             USPSQD
 GV2655  HISTORY     - 20041023 GOOD             USPSQD
 GV2655
 GV2655                          STATION DESCRIPTION
 GV2655
 GV2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2655'AT RICHMOND.
 GV2655'20 FEET NORTHWEST OF THE CENTERLINE OF ARROWHEAD ROAD, 36.5
 GV2655'FEET NORTHEAST OF THE CENTERLINE OF WYNCLIFF DRIVE PROJECTED,
 GV2655'42 FEET SOUTHWEST OF VEPCO POLE NO. 84400, 43 FEET WEST OF A
 GV2655'1 FOOT PINE, 43.5 FEET NORTHWEST OF A 1 FOOT OAK.
 GV2655
 GV2655                          STATION RECOVERY (1987)
 GV2655
 GV2655'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAB)
 GV2655'RECOVERED IN GOOD CONDITION.
 GV2655
 GV2655                          STATION RECOVERY (2000)
 GV2655
 GV2655'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2655'RECOVERED IN GOOD CONDITION.
 GV2655
 GV2655                          STATION RECOVERY (2004)
 GV2655
 GV2655'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2655'ADD TO DESCRIPTION THAT MARKER IS BELOW A PRIVATE SIGN CONSISTING OF A
 GV2655'METAL POLE WITH A BRIGHT METAL END CAP.
 GV2655'MARKER IS 42FT SOUTHWEST OF VEPCO POLE G2202 WK 39. MARK IS 69FT
 GV2655'NORTHEAST  OF WJ39 LIGHT POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2658 ***********************************************************************
 GV2658  DESIGNATION -  625 C OF R
 GV2658  PID         -  GV2658
 GV2658  STATE/COUNTY-  VA/CHESTERFIELD
 GV2658  USGS QUAD   -  BON AIR (1994)
 GV2658
 GV2658                         *CURRENT SURVEY CONTROL
 GV2658  ___________________________________________________________________
 GV2658* NAD 83(1986)-  37 32 52.     (N)    077 32 48.     (W)     SCALED    
 GV2658* NAVD 88     -        53.574  (meters)     175.77   (feet)  ADJUSTED  
 GV2658  ___________________________________________________________________
 GV2658  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2658  DYNAMIC HT  -          53.537 (meters)     175.65  (feet)  COMP
 GV2658  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 GV2658
 GV2658  VERT ORDER  -  SECOND    CLASS 0
 GV2658
 GV2658.The horizontal coordinates were scaled from a topographic map and have
 GV2658.an estimated accuracy of +/- 6 seconds.
 GV2658
 GV2658.The orthometric height was determined by differential leveling
 GV2658.and adjusted by the National Geodetic Survey in June 1991..
 GV2658
 GV2658.The geoid height was determined by GEOID03.
 GV2658
 GV2658.The dynamic height is computed by dividing the NAVD 88
 GV2658.geopotential number by the normal gravity value computed on the
 GV2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2658.degrees latitude (g = 980.6199 gals.).
 GV2658
 GV2658.The modeled gravity was interpolated from observed gravity values.
 GV2658
 GV2658;                    North         East    Units  Estimated Accuracy
 GV2658;SPC VA S     - 1,135,200.    3,584,240.      MT  (+/- 180 meters Scaled)
 GV2658
 GV2658                          SUPERSEDED SURVEY CONTROL
 GV2658
 GV2658  NGVD 29 (??/??/??)   53.890  (m)          176.80   (f) ADJUSTED    2 0
 GV2658
 GV2658.Superseded values are not recommended for survey control.
 GV2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2658.See file dsdata.txt to determine how the superseded data were derived.
 GV2658
 GV2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG750586(NAD 83)
 GV2658_MARKER: DD = SURVEY DISK
 GV2658_SETTING: 0 = UNSPECIFIED SETTING
 GV2658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2658+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2658
 GV2658  HISTORY     - Date     Condition        Report By
 GV2658  HISTORY     - UNK      MONUMENTED       VA2060
 GV2658  HISTORY     - 1972     GOOD             NGS
 GV2658  HISTORY     - 20000113 GOOD             USPSQD
 GV2658  HISTORY     - 20041023 GOOD             USPSQD
 GV2658
 GV2658                          STATION DESCRIPTION
 GV2658
 GV2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2658'AT RICHMOND.
 GV2658'19 FEET WEST OF THE CENTERLINE OF WHITEWOOD ROAD, 23 FEET SOUTH
 GV2658'OF THE CENTERLINE OF CHARLISE ROAD, 47 FEET NORTHEAST OF A 1.8
 GV2658'FEET GUM, 47 FEET SOUTH OF A 1 FOOT OAK, 47 FEET NORTHWEST OF A
 GV2658'1.1 FEET PINE, 52 FEET SOUTHWEST OF A SEWER MANHOLE.
 GV2658
 GV2658                          STATION RECOVERY (2000)
 GV2658
 GV2658'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2658'RECOVERED IN GOOD CONDITION.
 GV2658
 GV2658                          STATION RECOVERY (2004)
 GV2658
 GV2658'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2646 ***********************************************************************
 GV2646  DESIGNATION -  626 C OF R
 GV2646  PID         -  GV2646
 GV2646  STATE/COUNTY-  VA/CHESTERFIELD
 GV2646  USGS QUAD   -  BON AIR (1994)
 GV2646
 GV2646                         *CURRENT SURVEY CONTROL
 GV2646  ___________________________________________________________________
 GV2646* NAD 83(1986)-  37 32 51.     (N)    077 32 04.     (W)     SCALED    
 GV2646* NAVD 88     -        76.690  (meters)     251.61   (feet)  ADJUSTED  
 GV2646  ___________________________________________________________________
 GV2646  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV2646  DYNAMIC HT  -          76.638 (meters)     251.44  (feet)  COMP
 GV2646  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 GV2646
 GV2646  VERT ORDER  -  SECOND    CLASS 0
 GV2646
 GV2646.The horizontal coordinates were scaled from a topographic map and have
 GV2646.an estimated accuracy of +/- 6 seconds.
 GV2646
 GV2646.The orthometric height was determined by differential leveling
 GV2646.and adjusted by the National Geodetic Survey in June 1991..
 GV2646
 GV2646.The geoid height was determined by GEOID03.
 GV2646
 GV2646.The dynamic height is computed by dividing the NAVD 88
 GV2646.geopotential number by the normal gravity value computed on the
 GV2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2646.degrees latitude (g = 980.6199 gals.).
 GV2646
 GV2646.The modeled gravity was interpolated from observed gravity values.
 GV2646
 GV2646;                    North         East    Units  Estimated Accuracy
 GV2646;SPC VA S     - 1,135,180.    3,585,320.      MT  (+/- 180 meters Scaled)
 GV2646
 GV2646                          SUPERSEDED SURVEY CONTROL
 GV2646
 GV2646  NGVD 29 (??/??/??)   77.005  (m)          252.64   (f) ADJUSTED    2 0
 GV2646
 GV2646.Superseded values are not recommended for survey control.
 GV2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2646.See file dsdata.txt to determine how the superseded data were derived.
 GV2646
 GV2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG761586(NAD 83)
 GV2646_MARKER: DD = SURVEY DISK
 GV2646_SETTING: 0 = UNSPECIFIED SETTING
 GV2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2646+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2646
 GV2646  HISTORY     - Date     Condition        Report By
 GV2646  HISTORY     - UNK      MONUMENTED       VA2060
 GV2646  HISTORY     - 1972     GOOD             NGS
 GV2646  HISTORY     - 20041023 GOOD             USPSQD
 GV2646
 GV2646                          STATION DESCRIPTION
 GV2646
 GV2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2646'AT RICHMOND.
 GV2646'20 FEET SOUTHWEST OF THE CENTERLINE OF TANGLEWOOD ROAD, 20 FEET
 GV2646'EAST OF THE CENTERLINE OF CHEVERLY ROAD, 2.5 FEET NORTHWEST OF
 GV2646'VEPCO POLE NO. ED29, 49.5 FEET EAST OF VEPCO POLE NO. ED09, 19
 GV2646'FEET EAST SEWER MANHOLE, 22.5 FEET NORTHWEST OF 2 FEET OAK.
 GV2646
 GV2646                          STATION RECOVERY (2004)
 GV2646
 GV2646'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0697 ***********************************************************************
 FY0697  DESIGNATION -  626 USGS
 FY0697  PID         -  FY0697
 FY0697  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0697  USGS QUAD   -  CHATHAM (1994)
 FY0697
 FY0697                         *CURRENT SURVEY CONTROL
 FY0697  ___________________________________________________________________
 FY0697* NAD 83(1986)-  36 45 16.     (N)    079 23 59.     (W)     SCALED    
 FY0697* NAVD 88     -       190.606  (meters)     625.35   (feet)  ADJUSTED  
 FY0697  ___________________________________________________________________
 FY0697  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FY0697  DYNAMIC HT  -         190.452 (meters)     624.84  (feet)  COMP
 FY0697  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 FY0697
 FY0697  VERT ORDER  -  FIRST     CLASS II
 FY0697
 FY0697.The horizontal coordinates were scaled from a topographic map and have
 FY0697.an estimated accuracy of +/- 6 seconds.
 FY0697
 FY0697.The orthometric height was determined by differential leveling
 FY0697.and adjusted by the National Geodetic Survey in June 1991..
 FY0697.WARNING-Repeat measurements at this control monument indicate possible
 FY0697.vertical movement.
 FY0697
 FY0697.The geoid height was determined by GEOID03.
 FY0697
 FY0697.The dynamic height is computed by dividing the NAVD 88
 FY0697.geopotential number by the normal gravity value computed on the
 FY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0697.degrees latitude (g = 980.6199 gals.).
 FY0697
 FY0697.The modeled gravity was interpolated from observed gravity values.
 FY0697
 FY0697;                    North         East    Units  Estimated Accuracy
 FY0697;SPC VA S     - 1,047,120.    3,419,660.      MT  (+/- 180 meters Scaled)
 FY0697
 FY0697                          SUPERSEDED SURVEY CONTROL
 FY0697
 FY0697  NGVD 29 (??/??/92)  190.842  (m)          626.12   (f) ADJ UNCH    1 2
 FY0697
 FY0697.Superseded values are not recommended for survey control.
 FY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0697.See file dsdata.txt to determine how the superseded data were derived.
 FY0697
 FY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA428688(NAD 83)
 FY0697_MARKER: Q = CHISELED SQUARE
 FY0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0697_SP_SET: CURB
 FY0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0697
 FY0697  HISTORY     - Date     Condition        Report By
 FY0697  HISTORY     - UNK      MONUMENTED       USGS
 FY0697  HISTORY     - 1932     GOOD             NGS
 FY0697  HISTORY     - 1964     GOOD             NGS
 FY0697
 FY0697                          STATION DESCRIPTION
 FY0697
 FY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0697'AT DRY FORK.
 FY0697'AT DRY FORK, PITTSYLVANIA COUNTY, 66 FEET EAST OF THE SOUTHERN
 FY0697'RAILWAY PASSENGER STATION, 12 FEET NORTH OF THE CENTER OF A ROAD
 FY0697'CROSSING, AT THE PASSENGER LANDING, ON THE TOP OF THE SOUTHEAST
 FY0697'CORNER OF THE CONCRETE CURB, 18 FEET EAST OF THE EAST RAIL OF
 FY0697'THE NORTH-BOUND MAIN TRACK, AND ABOUT LEVEL WITH THE TOP OF THE
 FY0697'RAIL.  A CHISELED SQUARE.
 FY0697
 FY0697                          STATION RECOVERY (1964)
 FY0697
 FY0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FY0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3726 ***********************************************************************
 HV3726  DESIGNATION -  627 USE
 HV3726  PID         -  HV3726
 HV3726  STATE/COUNTY-  VA/LOUDOUN
 HV3726  USGS QUAD   -  RECTORTOWN (1981)
 HV3726
 HV3726                         *CURRENT SURVEY CONTROL
 HV3726  ___________________________________________________________________
 HV3726* NAD 83(1986)-  38 58 55.     (N)    077 49 08.     (W)     SCALED    
 HV3726* NAVD 88     -       110.621  (meters)     362.93   (feet)  ADJUSTED  
 HV3726  ___________________________________________________________________
 HV3726  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HV3726  DYNAMIC HT  -         110.555 (meters)     362.71  (feet)  COMP
 HV3726  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 HV3726
 HV3726  VERT ORDER  -  SECOND    CLASS 0
 HV3726
 HV3726.The horizontal coordinates were scaled from a topographic map and have
 HV3726.an estimated accuracy of +/- 6 seconds.
 HV3726
 HV3726.The orthometric height was determined by differential leveling
 HV3726.and adjusted by the National Geodetic Survey in June 1991..
 HV3726
 HV3726.The geoid height was determined by GEOID03.
 HV3726
 HV3726.The dynamic height is computed by dividing the NAVD 88
 HV3726.geopotential number by the normal gravity value computed on the
 HV3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3726.degrees latitude (g = 980.6199 gals.).
 HV3726
 HV3726.The modeled gravity was interpolated from observed gravity values.
 HV3726
 HV3726;                    North         East    Units  Estimated Accuracy
 HV3726;SPC VA N     - 2,146,220.    3,559,020.      MT  (+/- 180 meters Scaled)
 HV3726
 HV3726                          SUPERSEDED SURVEY CONTROL
 HV3726
 HV3726  NGVD 29 (??/??/??)  110.827  (m)          363.60   (f) ADJUSTED    2 0
 HV3726
 HV3726.Superseded values are not recommended for survey control.
 HV3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3726.See file dsdata.txt to determine how the superseded data were derived.
 HV3726
 HV3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ558185(NAD 83)
 HV3726_MARKER: DD = SURVEY DISK
 HV3726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3726_SP_SET: BRIDGE
 HV3726_STAMPING: 627
 HV3726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3726
 HV3726  HISTORY     - Date     Condition        Report By
 HV3726  HISTORY     - UNK      MONUMENTED       DOD
 HV3726  HISTORY     - 1942     GOOD             CGS
 HV3726
 HV3726                          STATION DESCRIPTION
 HV3726
 HV3726'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3726'3.5 MI SE FROM UPPERVILLE.
 HV3726'IN LOUDOUN COUNTY, 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 50
 HV3726'FROM THE POST OFFICE AT UPPERVILLE, FAUQUIER COUNTY, 4.8
 HV3726'MILES WEST OF THE NATIONAL BANK AT MIDDLEBURG, LOUDOUN COUNTY,
 HV3726'AT THE LOUDOUN-FAUQUIER COUNTY LINE, AT A BRIDGE OVER GOOSE
 HV3726'CREEK, IN THE TOP OF THE NORTHWEST CORNER OF THE WEST ABUTMENT,
 HV3726'10 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.3
 HV3726'FEET HIGHER THAN THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY,
 HV3726'STANDARD DISK, STAMPED 627.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2624 ***********************************************************************
 GV2624  DESIGNATION -  628 C OF R
 GV2624  PID         -  GV2624
 GV2624  STATE/COUNTY-  VA/CHESTERFIELD
 GV2624  USGS QUAD   -  BON AIR (1994)
 GV2624
 GV2624                         *CURRENT SURVEY CONTROL
 GV2624  ___________________________________________________________________
 GV2624* NAD 83(1986)-  37 31 25.     (N)    077 30 23.     (W)     SCALED    
 GV2624* NAVD 88     -        70.528  (meters)     231.39   (feet)  ADJUSTED  
 GV2624  ___________________________________________________________________
 GV2624  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2624  DYNAMIC HT  -          70.479 (meters)     231.23  (feet)  COMP
 GV2624  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GV2624
 GV2624  VERT ORDER  -  SECOND    CLASS 0
 GV2624
 GV2624.The horizontal coordinates were scaled from a topographic map and have
 GV2624.an estimated accuracy of +/- 6 seconds.
 GV2624
 GV2624.The orthometric height was determined by differential leveling
 GV2624.and adjusted by the National Geodetic Survey in June 1991..
 GV2624
 GV2624.The geoid height was determined by GEOID03.
 GV2624
 GV2624.The dynamic height is computed by dividing the NAVD 88
 GV2624.geopotential number by the normal gravity value computed on the
 GV2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2624.degrees latitude (g = 980.6199 gals.).
 GV2624
 GV2624.The modeled gravity was interpolated from observed gravity values.
 GV2624
 GV2624;                    North         East    Units  Estimated Accuracy
 GV2624;SPC VA S     - 1,132,550.    3,587,830.      MT  (+/- 180 meters Scaled)
 GV2624
 GV2624                          SUPERSEDED SURVEY CONTROL
 GV2624
 GV2624  NGVD 29 (??/??/??)   70.842  (m)          232.42   (f) ADJUSTED    2 0
 GV2624
 GV2624.Superseded values are not recommended for survey control.
 GV2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2624.See file dsdata.txt to determine how the superseded data were derived.
 GV2624
 GV2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG785559(NAD 83)
 GV2624_MARKER: DD = SURVEY DISK
 GV2624_SETTING: 0 = UNSPECIFIED SETTING
 GV2624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2624+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2624
 GV2624  HISTORY     - Date     Condition        Report By
 GV2624  HISTORY     - UNK      MONUMENTED       VA2060
 GV2624  HISTORY     - 1972     GOOD             NGS
 GV2624  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV2624  HISTORY     - 1990     GOOD             USPSQD
 GV2624  HISTORY     - 20000224 GOOD             USPSQD
 GV2624  HISTORY     - 20041109 GOOD             USPSQD
 GV2624
 GV2624                          STATION DESCRIPTION
 GV2624
 GV2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2624'AT RICHMOND.
 GV2624'22.5 FEET SOUTH OF THE CENTERLINE OF WESTOVER DRIVE, 41 FEET
 GV2624'WEST OF THE CENTERLINE OF NEWELL ROAD, 71 FEET SOUTHWEST OF
 GV2624'VEPCO POLE NO. UC80, 3.5 FEET SOUTH OF THE SOUTH CURB OF WESTOVER
 GV2624'DRIVE, 9 FEET NORTH OF A .4 FOOT OAK, 66 FEET NORTH OF THE
 GV2624'NORTHEAST CORNER OF A BRICK APT. BUILDING NO. 1586, 79 FEET
 GV2624'NORTHEAST OF THE NORTHWEST CORNER OF THE SAME BUILDING, 1586
 GV2624'NEWELL ROAD.
 GV2624
 GV2624                          STATION RECOVERY (1987)
 GV2624
 GV2624'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2624'MARK NOT FOUND.
 GV2624
 GV2624                          STATION RECOVERY (1990)
 GV2624
 GV2624'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2624'RECOVERED IN GOOD CONDITION.
 GV2624
 GV2624                          STATION RECOVERY (2000)
 GV2624
 GV2624'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2624'RECOVERED IN GOOD CONDITION.
 GV2624
 GV2624                          STATION RECOVERY (2004)
 GV2624
 GV2624'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2626 ***********************************************************************
 GV2626  DESIGNATION -  629 C OF R
 GV2626  PID         -  GV2626
 GV2626  STATE/COUNTY-  VA/CHESTERFIELD
 GV2626  USGS QUAD   -  BON AIR (1994)
 GV2626
 GV2626                         *CURRENT SURVEY CONTROL
 GV2626  ___________________________________________________________________
 GV2626* NAD 83(1986)-  37 31 29.     (N)    077 30 42.     (W)     SCALED    
 GV2626* NAVD 88     -        64.801  (meters)     212.60   (feet)  ADJUSTED  
 GV2626  ___________________________________________________________________
 GV2626  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV2626  DYNAMIC HT  -          64.757 (meters)     212.46  (feet)  COMP
 GV2626  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 GV2626
 GV2626  VERT ORDER  -  SECOND    CLASS 0
 GV2626
 GV2626.The horizontal coordinates were scaled from a topographic map and have
 GV2626.an estimated accuracy of +/- 6 seconds.
 GV2626
 GV2626.The orthometric height was determined by differential leveling
 GV2626.and adjusted by the National Geodetic Survey in June 1991..
 GV2626
 GV2626.The geoid height was determined by GEOID03.
 GV2626
 GV2626.The dynamic height is computed by dividing the NAVD 88
 GV2626.geopotential number by the normal gravity value computed on the
 GV2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2626.degrees latitude (g = 980.6199 gals.).
 GV2626
 GV2626.The modeled gravity was interpolated from observed gravity values.
 GV2626
 GV2626;                    North         East    Units  Estimated Accuracy
 GV2626;SPC VA S     - 1,132,670.    3,587,360.      MT  (+/- 180 meters Scaled)
 GV2626
 GV2626                          SUPERSEDED SURVEY CONTROL
 GV2626
 GV2626  NGVD 29 (??/??/??)   65.116  (m)          213.63   (f) ADJUSTED    2 0
 GV2626
 GV2626.Superseded values are not recommended for survey control.
 GV2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2626.See file dsdata.txt to determine how the superseded data were derived.
 GV2626
 GV2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780560(NAD 83)
 GV2626_MARKER: DD = SURVEY DISK
 GV2626_SETTING: 0 = UNSPECIFIED SETTING
 GV2626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2626+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2626
 GV2626  HISTORY     - Date     Condition        Report By
 GV2626  HISTORY     - UNK      MONUMENTED       VA2060
 GV2626  HISTORY     - 1972     GOOD             NGS
 GV2626  HISTORY     - 1989     GOOD             USPSQD
 GV2626  HISTORY     - 1990     GOOD             USPSQD
 GV2626  HISTORY     - 20000324 GOOD             USPSQD
 GV2626  HISTORY     - 20041109 GOOD             USPSQD
 GV2626
 GV2626                          STATION DESCRIPTION
 GV2626
 GV2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2626'AT RICHMOND.
 GV2626'21.5 FEET SOUTHEAST OF THE CENTERLINE OF DEBORA DRIVE, 36 FEET
 GV2626'SOUTHWEST OF THE CENTERLINE OF WHITLONE DRIVE, 17 FEET SOUTHWEST
 GV2626'OF VEPCO POLE NO. SC73, 67 FEET WEST OF VEPCO POLE NO. 105032,
 GV2626'55 FEET SOUTH OF A SEWER MANHOLE.
 GV2626
 GV2626                          STATION RECOVERY (1989)
 GV2626
 GV2626'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2626'RECOVERED IN GOOD CONDITION.
 GV2626
 GV2626                          STATION RECOVERY (1990)
 GV2626
 GV2626'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2626'RECOVERED IN GOOD CONDITION.
 GV2626
 GV2626                          STATION RECOVERY (2000)
 GV2626
 GV2626'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2626'RECOVERED IN GOOD CONDITION.
 GV2626
 GV2626                          STATION RECOVERY (2004)
 GV2626
 GV2626'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1509 ***********************************************************************
 FY1509  DESIGNATION -  63
 FY1509  PID         -  FY1509
 FY1509  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1509  USGS QUAD   -  AXTON (1983)
 FY1509
 FY1509                         *CURRENT SURVEY CONTROL
 FY1509  ___________________________________________________________________
 FY1509* NAD 83(1986)-  36 37 35.     (N)    079 38 20.     (W)     SCALED    
 FY1509* NAVD 88     -       258.900  (meters)     849.41   (feet)  ADJUSTED  
 FY1509  ___________________________________________________________________
 FY1509  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 FY1509  DYNAMIC HT  -         258.679 (meters)     848.68  (feet)  COMP
 FY1509  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 FY1509
 FY1509  VERT ORDER  -  SECOND    CLASS 0
 FY1509
 FY1509.The horizontal coordinates were scaled from a topographic map and have
 FY1509.an estimated accuracy of +/- 6 seconds.
 FY1509
 FY1509.The orthometric height was determined by differential leveling
 FY1509.and adjusted by the National Geodetic Survey in June 1991..
 FY1509
 FY1509.The geoid height was determined by GEOID03.
 FY1509
 FY1509.The dynamic height is computed by dividing the NAVD 88
 FY1509.geopotential number by the normal gravity value computed on the
 FY1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1509.degrees latitude (g = 980.6199 gals.).
 FY1509
 FY1509.The modeled gravity was interpolated from observed gravity values.
 FY1509
 FY1509;                    North         East    Units  Estimated Accuracy
 FY1509;SPC VA S     - 1,033,140.    3,398,130.      MT  (+/- 180 meters Scaled)
 FY1509
 FY1509                          SUPERSEDED SURVEY CONTROL
 FY1509
 FY1509  NGVD 29 (??/??/92)  259.119  (m)          850.13   (f) ADJ UNCH    2 0
 FY1509
 FY1509.Superseded values are not recommended for survey control.
 FY1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1509.See file dsdata.txt to determine how the superseded data were derived.
 FY1509
 FY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA217542(NAD 83)
 FY1509_MARKER: DB = BENCH MARK DISK
 FY1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1509_STAMPING: 850 63 JAS 1963
 FY1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1509+STABILITY: SURFACE MOTION
 FY1509
 FY1509  HISTORY     - Date     Condition        Report By
 FY1509  HISTORY     - 1963     MONUMENTED       USGS
 FY1509  HISTORY     - 1964     GOOD             NGS
 FY1509
 FY1509                          STATION DESCRIPTION
 FY1509
 FY1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1509'2.2 MI W FROM BROSVILLE.
 FY1509'2.2 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE BROSVILLE HIGH
 FY1509'SCHOOL TO THE MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FY1509'THE GROUND, 31 FEET NORTHEAST CENTER LINE OF WEST BOUND LANE, 2.8
 FY1509'FEET WEST POWER LINE POLE 352, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 FY1509'POST AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0966 ***********************************************************************
 FX0966  DESIGNATION -  63
 FX0966  PID         -  FX0966
 FX0966  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0966  USGS QUAD   -  RAYNOR (1968)
 FX0966
 FX0966                         *CURRENT SURVEY CONTROL
 FX0966  ___________________________________________________________________
 FX0966* NAD 83(1986)-  36 59 25.     (N)    076 48 47.     (W)     SCALED    
 FX0966* NAVD 88     -        18.687  (meters)      61.31   (feet)  POSTED    
 FX0966  ___________________________________________________________________
 FX0966  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 FX0966  DYNAMIC HT  -          18.670 (meters)      61.25  (feet)  COMP
 FX0966  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 FX0966
 FX0966  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0966
 FX0966.The horizontal coordinates were scaled from a topographic map and have
 FX0966.an estimated accuracy of +/- 6 seconds.
 FX0966
 FX0966.The orthometric height was determined by differential leveling
 FX0966.and adjusted by the National Geodetic Survey in 1992..
 FX0966.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0966.rate of 0.0 thru 1.0 mm/km.
 FX0966
 FX0966.The geoid height was determined by GEOID03.
 FX0966
 FX0966.The dynamic height is computed by dividing the NAVD 88
 FX0966.geopotential number by the normal gravity value computed on the
 FX0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0966.degrees latitude (g = 980.6199 gals.).
 FX0966
 FX0966.The modeled gravity was interpolated from observed gravity values.
 FX0966
 FX0966;                    North         East    Units  Estimated Accuracy
 FX0966;SPC VA S     - 1,074,250.    3,650,160.      MT  (+/- 180 meters Scaled)
 FX0966
 FX0966                          SUPERSEDED SURVEY CONTROL
 FX0966
 FX0966  NGVD 29 (??/??/92)   19.083  (m)           62.61   (f) ADJ UNCH    2 0
 FX0966
 FX0966.Superseded values are not recommended for survey control.
 FX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0966.See file dsdata.txt to determine how the superseded data were derived.
 FX0966
 FX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF386953(NAD 83)
 FX0966_MARKER: DD = SURVEY DISK
 FX0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0966_STAMPING: VA 63 1918
 FX0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0966
 FX0966  HISTORY     - Date     Condition        Report By
 FX0966  HISTORY     - 1918     MONUMENTED       USGS
 FX0966  HISTORY     - 1960     GOOD             NGS
 FX0966  HISTORY     - 20010331 GOOD             NGS
 FX0966
 FX0966                          STATION DESCRIPTION
 FX0966
 FX0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0966'AT MILL SWAMP CHURCH.
 FX0966'AT MILL SWAMP CHURCH, ISLE OF WIGHT COUNTY, ON SECONDARY STATE
 FX0966'HIGHWAY 621, AT THE BAPTIST CHURCH, ON THE EAST SIDE OF THE
 FX0966'BUILDING, 43.7 FEET NORTH OF THE SOUTHEAST CORNER, 28.5 FEET
 FX0966'SOUTH OF THE NORTHEAST CORNER, AND 2 FEET EAST OF THE EAST FACE.
 FX0966'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED VA 63
 FX0966'1918 AND RIVETED ON THE TOP OF AN IRON PIPE.
 FX0966
 FX0966                          STATION RECOVERY (2001)
 FX0966
 FX0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5804 ***********************************************************************
 GV5804  DESIGNATION -  63
 GV5804  PID         -  GV5804
 GV5804  STATE/COUNTY-  VA/C OF RICHMOND
 GV5804  USGS QUAD   -  BON AIR (1994)
 GV5804
 GV5804                         *CURRENT SURVEY CONTROL
 GV5804  ___________________________________________________________________
 GV5804* NAD 83(1993)-  37 33 19.96395(N)    077 33 36.39038(W)     ADJUSTED  
 GV5804* NAVD 88     -        34.24   (+/-2cm)     112.3    (feet)  VERTCON   
 GV5804  ___________________________________________________________________
 GV5804  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GV5804  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV5804
 GV5804  HORZ ORDER  -  SECOND
 GV5804  VERT ORDER  -  THIRD ? (See Below)
 GV5804
 GV5804.The horizontal coordinates were established by classical geodetic methods
 GV5804.and adjusted by the National Geodetic Survey in November 1994..
 GV5804
 GV5804.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5804.The vertical order pertains to the NGVD 29 superseded value.
 GV5804
 GV5804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5804
 GV5804.The geoid height was determined by GEOID03.
 GV5804
 GV5804;                    North         East     Units Scale Factor Converg.
 GV5804;SPC VA S     - 1,136,049.184 3,583,043.266   MT  0.99995077   +0 34 13.6
 GV5804;SPC VA S     - 3,727,188.03 11,755,367.78   sFT  0.99995077   +0 34 13.6
 GV5804;UTM  18      - 4,159,584.393   273,860.037   MT  1.00022995   -1 33 40.0
 GV5804
 GV5804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5804!SPC VA S     -   0.99999977  x   0.99995077  =   0.99995054
 GV5804!UTM  18      -   0.99999977  x   1.00022995  =   1.00022972
 GV5804
 GV5804:                Primary Azimuth Mark                     Grid Az
 GV5804:SPC VA S     -  64                                       057 40 22.6
 GV5804:UTM  18      -  64                                       059 48 16.2
 GV5804
 GV5804|---------------------------------------------------------------------|
 GV5804| PID    Reference Object                     Distance      Geod. Az  |
 GV5804|                                                           dddmmss.s |
 GV5804| GV5784 64                                  APPROX. 1.7 KM 0581436.2 |
 GV5804| DC5521 63 RM                                12.704 METERS 08019     |
 GV5804|---------------------------------------------------------------------|
 GV5804
 GV5804                          SUPERSEDED SURVEY CONTROL
 GV5804
 GV5804  NAD 83(1986)-  37 33 19.97013(N)    077 33 36.40752(W) AD(       ) 2
 GV5804  NAD 27      -  37 33 19.43995(N)    077 33 37.45633(W) AD(       ) 2
 GV5804  NGVD 29 (07/19/86)   34.55   (m)          113.4    (f) LEVELING    3  
 GV5804
 GV5804.Superseded values are not recommended for survey control.
 GV5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5804.See file dsdata.txt to determine how the superseded data were derived.
 GV5804
 GV5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7386059584(NAD 83)
 GV5804_MARKER: Z = SEE DESCRIPTION
 GV5804_SETTING: 0 = UNSPECIFIED SETTING
 GV5804
 GV5804  HISTORY     - Date     Condition        Report By
 GV5804  HISTORY     - 1972     MONUMENTED       VA2060
 GV5804  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5804  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5804  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5804
 GV5804                          STATION DESCRIPTION
 GV5804
 GV5804'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5804'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5804'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO INTERSECTION
 GV5804'WITH HUGUENOT RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO
 GV5804'CHEROKEE RD., THENCE WEST ON CHEROKEE RD. 0.65 MILE TO POINT NO. 63.
 GV5804'
 GV5804'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5804'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5804'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5804'ABOUT 6 INCHES BELOW GROUND.
 GV5804'
 GV5804'137.7 FEET N. OF C/L OF CHEROKEE RD., 16.5 FEET S. OF S. EDGE OF
 GV5804'JAMES RIVER, 32.0 FEET N. W. OF 24 INCH BIRCH TREE, 66.3 FEET N. OF
 GV5804'36 INCH TWIN BIRCH TREE.
 GV5804'
 GV5804'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5804'CENTER OF PIN, SET FLUSH TO GROUND.  34.0 N. E. OF 24 INCH BIRCH
 GV5804'TREE, 23.3 FEET N. OF 24 INCH BIRCH TREE, 16.5 FEET
 GV5804'S. OF S. EDGE OF JAMES RIVER.
 GV5804'
 GV5804'DISTANCE BETWEEN PT. 63 AND R. M. IS 41.69 FT., 12.704 M.
 GV5804'
 GV5804'NEAREST TOWN--RICHMOND.
 GV5804
 GV5804                          STATION RECOVERY (1995)
 GV5804
 GV5804'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5804'MARK NOT FOUND.
 GV5804
 GV5804                          STATION RECOVERY (1999)
 GV5804
 GV5804'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5804'MARK NOT FOUND.
 GV5804
 GV5804                          STATION RECOVERY (2003)
 GV5804
 GV5804'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0565 ***********************************************************************
 HW0565  DESIGNATION -  63 MAR
 HW0565  PID         -  HW0565
 HW0565  STATE/COUNTY-  VA/GREENE
 HW0565  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0565
 HW0565                         *CURRENT SURVEY CONTROL
 HW0565  ___________________________________________________________________
 HW0565* NAD 83(1986)-  38 13 40.     (N)    078 21 05.     (W)     SCALED    
 HW0565* NAVD 88     -       187.368  (meters)     614.72   (feet)  ADJUSTED  
 HW0565  ___________________________________________________________________
 HW0565  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HW0565  DYNAMIC HT  -         187.239 (meters)     614.30  (feet)  COMP
 HW0565  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HW0565
 HW0565  VERT ORDER  -  SECOND    CLASS 0
 HW0565
 HW0565.The horizontal coordinates were scaled from a topographic map and have
 HW0565.an estimated accuracy of +/- 6 seconds.
 HW0565
 HW0565.The orthometric height was determined by differential leveling
 HW0565.and adjusted by the National Geodetic Survey in June 1991..
 HW0565
 HW0565.The geoid height was determined by GEOID03.
 HW0565
 HW0565.The dynamic height is computed by dividing the NAVD 88
 HW0565.geopotential number by the normal gravity value computed on the
 HW0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0565.degrees latitude (g = 980.6199 gals.).
 HW0565
 HW0565.The modeled gravity was interpolated from observed gravity values.
 HW0565
 HW0565;                    North         East    Units  Estimated Accuracy
 HW0565;SPC VA N     - 2,062,290.    3,513,010.      MT  (+/- 180 meters Scaled)
 HW0565
 HW0565                          SUPERSEDED SURVEY CONTROL
 HW0565
 HW0565  NGVD 29 (??/??/92)  187.572  (m)          615.39   (f) ADJ UNCH    2 0
 HW0565
 HW0565.Superseded values are not recommended for survey control.
 HW0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0565.See file dsdata.txt to determine how the superseded data were derived.
 HW0565
 HW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC318344(NAD 83)
 HW0565_MARKER: DD = SURVEY DISK
 HW0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0565_STAMPING: 63 MAR 615 1929
 HW0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0565+STABILITY: SURFACE MOTION
 HW0565
 HW0565  HISTORY     - Date     Condition        Report By
 HW0565  HISTORY     - 1929     MONUMENTED       USGS
 HW0565  HISTORY     - 1965     GOOD             NGS
 HW0565
 HW0565                          STATION DESCRIPTION
 HW0565
 HW0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0565'1.2 MI SE FROM RUCKERSVILLE.
 HW0565'ABOUT 1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HW0565'OF U.S. HIGHWAYS 33 AND 29, IN RUCKERSVILLE TO THE MARK SET IN
 HW0565'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES, 280 FEET SOUTHEAST
 HW0565'OF THE CENTERLINE OF HIGHWAY, 50 FEET NORTH OF THE NORTHWEST CORNER
 HW0565'OF CHURCH, 3 FEET SOUTH OF A FENCE CONER, 2 FEET EAST OF A FENCE
 HW0565'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2623 ***********************************************************************
 GV2623  DESIGNATION -  630 C OF R
 GV2623  PID         -  GV2623
 GV2623  STATE/COUNTY-  VA/CHESTERFIELD
 GV2623  USGS QUAD   -  BON AIR (1994)
 GV2623
 GV2623                         *CURRENT SURVEY CONTROL
 GV2623  ___________________________________________________________________
 GV2623* NAD 83(1986)-  37 31 13.     (N)    077 30 17.     (W)     SCALED    
 GV2623* NAVD 88     -        68.216  (meters)     223.81   (feet)  ADJUSTED  
 GV2623  ___________________________________________________________________
 GV2623  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2623  DYNAMIC HT  -          68.169 (meters)     223.65  (feet)  COMP
 GV2623  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV2623
 GV2623  VERT ORDER  -  SECOND    CLASS 0
 GV2623
 GV2623.The horizontal coordinates were scaled from a topographic map and have
 GV2623.an estimated accuracy of +/- 6 seconds.
 GV2623
 GV2623.The orthometric height was determined by differential leveling
 GV2623.and adjusted by the National Geodetic Survey in June 1991..
 GV2623
 GV2623.The geoid height was determined by GEOID03.
 GV2623
 GV2623.The dynamic height is computed by dividing the NAVD 88
 GV2623.geopotential number by the normal gravity value computed on the
 GV2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2623.degrees latitude (g = 980.6199 gals.).
 GV2623
 GV2623.The modeled gravity was interpolated from observed gravity values.
 GV2623
 GV2623;                    North         East    Units  Estimated Accuracy
 GV2623;SPC VA S     - 1,132,190.    3,587,980.      MT  (+/- 180 meters Scaled)
 GV2623
 GV2623                          SUPERSEDED SURVEY CONTROL
 GV2623
 GV2623  NGVD 29 (??/??/??)   68.530  (m)          224.84   (f) ADJUSTED    2 0
 GV2623
 GV2623.Superseded values are not recommended for survey control.
 GV2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2623.See file dsdata.txt to determine how the superseded data were derived.
 GV2623
 GV2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG786555(NAD 83)
 GV2623_MARKER: DD = SURVEY DISK
 GV2623_SETTING: 0 = UNSPECIFIED SETTING
 GV2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2623+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2623
 GV2623  HISTORY     - Date     Condition        Report By
 GV2623  HISTORY     - UNK      MONUMENTED       VA2060
 GV2623  HISTORY     - 1972     GOOD             NGS
 GV2623  HISTORY     - 1987     GOOD             USPSQD
 GV2623  HISTORY     - 1990     GOOD             USPSQD
 GV2623  HISTORY     - 20000224 GOOD             USPSQD
 GV2623  HISTORY     - 20041109 GOOD             USPSQD
 GV2623
 GV2623                          STATION DESCRIPTION
 GV2623
 GV2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2623'AT RICHMOND.
 GV2623'21.5 FEET SOUTH OF THE CENTERLINE OF BONDSOR LANE, 21 FEET
 GV2623'EAST OF THE CENTERLINE OF OAKHURST LANE, 42.5 FEET EAST OF VEPCO
 GV2623'POLE NO. VO58, 66 FEET SOUTH OF A 1.8 FEET OAK, 44 FEET NORTHWEST
 GV2623'OF THE NORTHWEST CORNER OF THE PORCH OF HOUSE NO. 5755 BONDSOR
 GV2623'LANE, 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 5755
 GV2623'BONDSOR LANE.
 GV2623
 GV2623                          STATION RECOVERY (1987)
 GV2623
 GV2623'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2623'RECOVERED IN GOOD CONDITION.
 GV2623
 GV2623                          STATION RECOVERY (1990)
 GV2623
 GV2623'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2623'RECOVERED IN GOOD CONDITION.
 GV2623
 GV2623                          STATION RECOVERY (2000)
 GV2623
 GV2623'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2623'RECOVERED IN GOOD CONDITION.
 GV2623
 GV2623                          STATION RECOVERY (2004)
 GV2623
 GV2623'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2657 ***********************************************************************
 GV2657  DESIGNATION -  631 C OF R
 GV2657  PID         -  GV2657
 GV2657  STATE/COUNTY-  VA/CHESTERFIELD
 GV2657  USGS QUAD   -  BON AIR (1994)
 GV2657
 GV2657                         *CURRENT SURVEY CONTROL
 GV2657  ___________________________________________________________________
 GV2657* NAD 83(1986)-  37 33 19.     (N)    077 33 09.     (W)     SCALED    
 GV2657* NAVD 88     -        51.507  (meters)     168.99   (feet)  ADJUSTED  
 GV2657  ___________________________________________________________________
 GV2657  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV2657  DYNAMIC HT  -          51.472 (meters)     168.87  (feet)  COMP
 GV2657  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 GV2657
 GV2657  VERT ORDER  -  SECOND    CLASS 0
 GV2657
 GV2657.The horizontal coordinates were scaled from a topographic map and have
 GV2657.an estimated accuracy of +/- 6 seconds.
 GV2657
 GV2657.The orthometric height was determined by differential leveling
 GV2657.and adjusted by the National Geodetic Survey in June 1991..
 GV2657
 GV2657.The geoid height was determined by GEOID03.
 GV2657
 GV2657.The dynamic height is computed by dividing the NAVD 88
 GV2657.geopotential number by the normal gravity value computed on the
 GV2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2657.degrees latitude (g = 980.6199 gals.).
 GV2657
 GV2657.The modeled gravity was interpolated from observed gravity values.
 GV2657
 GV2657;                    North         East    Units  Estimated Accuracy
 GV2657;SPC VA S     - 1,136,030.    3,583,720.      MT  (+/- 180 meters Scaled)
 GV2657
 GV2657                          SUPERSEDED SURVEY CONTROL
 GV2657
 GV2657  NGVD 29 (??/??/??)   51.824  (m)          170.03   (f) ADJUSTED    2 0
 GV2657
 GV2657.Superseded values are not recommended for survey control.
 GV2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2657.See file dsdata.txt to determine how the superseded data were derived.
 GV2657
 GV2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG745595(NAD 83)
 GV2657_MARKER: DD = SURVEY DISK
 GV2657_SETTING: 0 = UNSPECIFIED SETTING
 GV2657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2657
 GV2657  HISTORY     - Date     Condition        Report By
 GV2657  HISTORY     - UNK      MONUMENTED       VA2060
 GV2657  HISTORY     - 1972     GOOD             NGS
 GV2657  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2657  HISTORY     - 20000113 MARK NOT FOUND   USPSQD
 GV2657  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2657
 GV2657                          STATION DESCRIPTION
 GV2657
 GV2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2657'AT RICHMOND.
 GV2657'16 FEET SOUTHWEST OF THE CENTERLINE OF FIELDCREST ROAD, 49.5
 GV2657'FEET WEST OF THE CENTERLINE OF WAUMSETTA ROAD PROJECTED, 34 FEET
 GV2657'NORTHWEST OF VEPCO POLE NO. 98821, 45.5 FEET SOUTHWEST OF A 2
 GV2657'FEET OAK, 31.5 FEET SOUTHEAST OF A 1.6 FEET OAK.
 GV2657
 GV2657                          STATION RECOVERY (1989)
 GV2657
 GV2657'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2657'MARK NOT FOUND.
 GV2657
 GV2657                          STATION RECOVERY (2000)
 GV2657
 GV2657'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2657'MARK NOT FOUND.
 GV2657
 GV2657                          STATION RECOVERY (2004)
 GV2657
 GV2657'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0735 ***********************************************************************
 GW0735  DESIGNATION -  631.40
 GW0735  PID         -  GW0735
 GW0735  STATE/COUNTY-  VA/ALBEMARLE
 GW0735  USGS QUAD   -  ALBERENE (1980)
 GW0735
 GW0735                         *CURRENT SURVEY CONTROL
 GW0735  ___________________________________________________________________
 GW0735* NAD 83(1986)-  37 56 56.     (N)    078 32 03.     (W)     SCALED    
 GW0735* NAVD 88     -       191.96   (+/-2cm)     629.8    (feet)  VERTCON   
 GW0735  ___________________________________________________________________
 GW0735  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0735
 GW0735  VERT ORDER  -  ? (See Below)
 GW0735
 GW0735.The horizontal coordinates were scaled from a topographic map and have
 GW0735.an estimated accuracy of +/- 6 seconds.
 GW0735
 GW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0735.The vertical order pertains to the NGVD 29 superseded value.
 GW0735
 GW0735.The geoid height was determined by GEOID03.
 GW0735
 GW0735;                    North         East    Units  Estimated Accuracy
 GW0735;SPC VA S     - 1,179,290.    3,497,000.      MT  (+/- 180 meters Scaled)
 GW0735
 GW0735                          SUPERSEDED SURVEY CONTROL
 GW0735
 GW0735  NGVD 29 (??/??/92)  192.215  (m)          630.63   (f) ADJ UNCH    ?  
 GW0735
 GW0735.Superseded values are not recommended for survey control.
 GW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0735.See file dsdata.txt to determine how the superseded data were derived.
 GW0735
 GW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC166030(NAD 83)
 GW0735_MARKER: S = SPIKE
 GW0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0735
 GW0735  HISTORY     - Date     Condition        Report By
 GW0735  HISTORY     - UNK      MONUMENTED       USGS
 GW0735  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0735
 GW0735                          STATION DESCRIPTION
 GW0735
 GW0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0735'6.7 MI SW FROM CHARLOTTESVILLE.
 GW0735'1.5 MILES SOUTH ALONG STATE HIGHWAY 239, THENCE ABOUT 5.2 MILES
 GW0735'SOUTHWEST ALONG STATE HIGHWAY 613, 100 FEET SOUTH OF THE WOOD
 GW0735'STORE, EAST OF THE HIGHWAY, AND IN THE BASE OF A 12-INCH PERSIMMON
 GW0735'TREE.  A 20-PENNY SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2057 ***********************************************************************
 GV2057  DESIGNATION -  632 C OF R
 GV2057  PID         -  GV2057
 GV2057  STATE/COUNTY-  VA/C OF RICHMOND
 GV2057  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2057
 GV2057                         *CURRENT SURVEY CONTROL
 GV2057  ___________________________________________________________________
 GV2057* NAD 83(1986)-  37 29 07.     (N)    077 28 18.     (W)     SCALED    
 GV2057* NAVD 88     -        54.383  (meters)     178.42   (feet)  ADJUSTED  
 GV2057  ___________________________________________________________________
 GV2057  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2057  DYNAMIC HT  -          54.345 (meters)     178.30  (feet)  COMP
 GV2057  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 GV2057
 GV2057  VERT ORDER  -  SECOND    CLASS 0
 GV2057
 GV2057.The horizontal coordinates were scaled from a topographic map and have
 GV2057.an estimated accuracy of +/- 6 seconds.
 GV2057
 GV2057.The orthometric height was determined by differential leveling
 GV2057.and adjusted by the National Geodetic Survey in June 1991..
 GV2057
 GV2057.The geoid height was determined by GEOID03.
 GV2057
 GV2057.The dynamic height is computed by dividing the NAVD 88
 GV2057.geopotential number by the normal gravity value computed on the
 GV2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2057.degrees latitude (g = 980.6199 gals.).
 GV2057
 GV2057.The modeled gravity was interpolated from observed gravity values.
 GV2057
 GV2057;                    North         East    Units  Estimated Accuracy
 GV2057;SPC VA S     - 1,128,330.    3,590,940.      MT  (+/- 180 meters Scaled)
 GV2057
 GV2057                          SUPERSEDED SURVEY CONTROL
 GV2057
 GV2057  NGVD 29 (??/??/??)   54.695  (m)          179.45   (f) ADJUSTED    2 0
 GV2057
 GV2057.Superseded values are not recommended for survey control.
 GV2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2057.See file dsdata.txt to determine how the superseded data were derived.
 GV2057
 GV2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG814515(NAD 83)
 GV2057_MARKER: DD = SURVEY DISK
 GV2057_SETTING: 0 = UNSPECIFIED SETTING
 GV2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2057+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2057
 GV2057  HISTORY     - Date     Condition        Report By
 GV2057  HISTORY     - UNK      MONUMENTED       VA2060
 GV2057  HISTORY     - 1972     GOOD             NGS
 GV2057  HISTORY     - 19951018 GOOD             USPSQD
 GV2057  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2057  HISTORY     - 20031103 GOOD             USPSQD
 GV2057  HISTORY     - 20050211 GOOD             USPSQD
 GV2057
 GV2057                          STATION DESCRIPTION
 GV2057
 GV2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2057'AT RICHMOND.
 GV2057'LOCATED ON HEATH AVENUE SOUTHWEST OF MC KAY AVENUE, 5 FEET
 GV2057'NORTHWEST OF THE CENTERLINE OF HEATH AVENUE PROJECTED, 14 FEET
 GV2057'NORTHWEST OF THE NORTHWEST SIDE OF A FRAME GARAGE, 12 FEET
 GV2057'NORTH OF A 1.6 FEET OAK, 32 FEET NORTHWEST OF VEPCO POLE NO. QE33,
 GV2057'10 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A FRAME HOUSE NO. 2328
 GV2057'HEATH AVENUE.
 GV2057'A STANDARD C OF R DISK.
 GV2057
 GV2057                          STATION RECOVERY (1995)
 GV2057
 GV2057'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2057'RECOVERED IN GOOD CONDITION.
 GV2057
 GV2057                          STATION RECOVERY (1999)
 GV2057
 GV2057'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2057'MARK NOT FOUND.
 GV2057
 GV2057                          STATION RECOVERY (2003)
 GV2057
 GV2057'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2057'RECOVERED IN GOOD CONDITION.
 GV2057
 GV2057                          STATION RECOVERY (2005)
 GV2057
 GV2057'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2039 ***********************************************************************
 GV2039  DESIGNATION -  633 C OF R
 GV2039  PID         -  GV2039
 GV2039  STATE/COUNTY-  VA/C OF RICHMOND
 GV2039  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2039
 GV2039                         *CURRENT SURVEY CONTROL
 GV2039  ___________________________________________________________________
 GV2039* NAD 83(1986)-  37 28 55.     (N)    077 28 09.     (W)     SCALED    
 GV2039* NAVD 88     -        47.453  (meters)     155.69   (feet)  ADJUSTED  
 GV2039  ___________________________________________________________________
 GV2039  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2039  DYNAMIC HT  -          47.420 (meters)     155.58  (feet)  COMP
 GV2039  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 GV2039
 GV2039  VERT ORDER  -  SECOND    CLASS 0
 GV2039
 GV2039.The horizontal coordinates were scaled from a topographic map and have
 GV2039.an estimated accuracy of +/- 6 seconds.
 GV2039
 GV2039.The orthometric height was determined by differential leveling
 GV2039.and adjusted by the National Geodetic Survey in June 1991..
 GV2039
 GV2039.The geoid height was determined by GEOID03.
 GV2039
 GV2039.The dynamic height is computed by dividing the NAVD 88
 GV2039.geopotential number by the normal gravity value computed on the
 GV2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2039.degrees latitude (g = 980.6199 gals.).
 GV2039
 GV2039.The modeled gravity was interpolated from observed gravity values.
 GV2039
 GV2039;                    North         East    Units  Estimated Accuracy
 GV2039;SPC VA S     - 1,127,970.    3,591,170.      MT  (+/- 180 meters Scaled)
 GV2039
 GV2039                          SUPERSEDED SURVEY CONTROL
 GV2039
 GV2039  NGVD 29 (??/??/??)   47.764  (m)          156.71   (f) ADJUSTED    2 0
 GV2039
 GV2039.Superseded values are not recommended for survey control.
 GV2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2039.See file dsdata.txt to determine how the superseded data were derived.
 GV2039
 GV2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG816512(NAD 83)
 GV2039_MARKER: DD = SURVEY DISK
 GV2039_SETTING: 0 = UNSPECIFIED SETTING
 GV2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2039
 GV2039  HISTORY     - Date     Condition        Report By
 GV2039  HISTORY     - UNK      MONUMENTED       VA2060
 GV2039  HISTORY     - 1972     GOOD             NGS
 GV2039  HISTORY     - 1989     GOOD             USPSQD
 GV2039  HISTORY     - 19951018 GOOD             USPSQD
 GV2039  HISTORY     - 19991023 GOOD             USPSQD
 GV2039  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 GV2039
 GV2039                          STATION DESCRIPTION
 GV2039
 GV2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2039'AT RICHMOND.
 GV2039'23 FEET SOUTHWEST OF THE CENTERLINE OF GREENBAY ROAD, 18 FEET
 GV2039'SOUTHEAST OF THE CENTERLINE OF LAURADALE LANE, 50.5 FEET
 GV2039'SOUTHEAST OF A CONCRETE VEPCO LIGHT POLE NO. RB97, 11 FEET
 GV2039'NORTHEAST OF THE STREET SIGN POST, LOCATED IN A GRASS PLOT ON
 GV2039'THE SOUTH LINE OF GREENBAY ROAD, AND THE EAST LINE OF LAURADALE
 GV2039'LANE.
 GV2039'A STANDARD C OF R DISK.
 GV2039
 GV2039                          STATION RECOVERY (1989)
 GV2039
 GV2039'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2039'RECOVERED IN GOOD CONDITION.
 GV2039
 GV2039                          STATION RECOVERY (1995)
 GV2039
 GV2039'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2039'RECOVERED IN GOOD CONDITION.
 GV2039
 GV2039                          STATION RECOVERY (1999)
 GV2039
 GV2039'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2039'RECOVERED IN GOOD CONDITION.
 GV2039
 GV2039                          STATION RECOVERY (2003)
 GV2039
 GV2039'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2038 ***********************************************************************
 GV2038  DESIGNATION -  634 C OF R
 GV2038  PID         -  GV2038
 GV2038  STATE/COUNTY-  VA/C OF RICHMOND
 GV2038  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2038
 GV2038                         *CURRENT SURVEY CONTROL
 GV2038  ___________________________________________________________________
 GV2038* NAD 83(1986)-  37 28 44.     (N)    077 28 22.     (W)     SCALED    
 GV2038* NAVD 88     -        52.297  (meters)     171.58   (feet)  ADJUSTED  
 GV2038  ___________________________________________________________________
 GV2038  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2038  DYNAMIC HT  -          52.260 (meters)     171.46  (feet)  COMP
 GV2038  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 GV2038
 GV2038  VERT ORDER  -  SECOND    CLASS 0
 GV2038
 GV2038.The horizontal coordinates were scaled from a topographic map and have
 GV2038.an estimated accuracy of +/- 6 seconds.
 GV2038
 GV2038.The orthometric height was determined by differential leveling
 GV2038.and adjusted by the National Geodetic Survey in June 1991..
 GV2038
 GV2038.The geoid height was determined by GEOID03.
 GV2038
 GV2038.The dynamic height is computed by dividing the NAVD 88
 GV2038.geopotential number by the normal gravity value computed on the
 GV2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2038.degrees latitude (g = 980.6199 gals.).
 GV2038
 GV2038.The modeled gravity was interpolated from observed gravity values.
 GV2038
 GV2038;                    North         East    Units  Estimated Accuracy
 GV2038;SPC VA S     - 1,127,620.    3,590,850.      MT  (+/- 180 meters Scaled)
 GV2038
 GV2038                          SUPERSEDED SURVEY CONTROL
 GV2038
 GV2038  NGVD 29 (??/??/??)   52.608  (m)          172.60   (f) ADJUSTED    2 0
 GV2038
 GV2038.Superseded values are not recommended for survey control.
 GV2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2038.See file dsdata.txt to determine how the superseded data were derived.
 GV2038
 GV2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG813508(NAD 83)
 GV2038_MARKER: DD = SURVEY DISK
 GV2038_SETTING: 0 = UNSPECIFIED SETTING
 GV2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2038+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2038
 GV2038  HISTORY     - Date     Condition        Report By
 GV2038  HISTORY     - UNK      MONUMENTED       VA2060
 GV2038  HISTORY     - 1972     GOOD             NGS
 GV2038  HISTORY     - 1989     GOOD             USPSQD
 GV2038  HISTORY     - 19951018 GOOD             USPSQD
 GV2038  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2038  HISTORY     - 20031103 GOOD             USPSQD
 GV2038
 GV2038                          STATION DESCRIPTION
 GV2038
 GV2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2038'AT RICHMOND.
 GV2038'18.5 FEET SOUTHWEST OF THE CENTERLINE OF WARWICK ROAD, 21 FEET
 GV2038'NORTHWEST OF THE CENTERLINE OF LAURADALE LANE, 55.5 FEET EAST OF
 GV2038'THE SOUTH CORNER (METAL SIDING) OF HOUSE NO. 4201 WARWICK ROAD,
 GV2038'41 FEET SOUTHEAST OF THE EAST CORNER (BRICK) HOUSE NO. 4201, 2
 GV2038'FEET SOUTHWEST OF VEPCO POLE NO. PO78.
 GV2038'A STANDARD C OF R DISK.
 GV2038
 GV2038                          STATION RECOVERY (1989)
 GV2038
 GV2038'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2038'RECOVERED IN GOOD CONDITION.
 GV2038
 GV2038                          STATION RECOVERY (1995)
 GV2038
 GV2038'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2038'RECOVERED IN GOOD CONDITION.
 GV2038
 GV2038                          STATION RECOVERY (1999)
 GV2038
 GV2038'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2038'MARK NOT FOUND.
 GV2038
 GV2038                          STATION RECOVERY (2003)
 GV2038
 GV2038'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1025 ***********************************************************************
 GW1025  DESIGNATION -  634.5
 GW1025  PID         -  GW1025
 GW1025  STATE/COUNTY-  VA/AMHERST
 GW1025  USGS QUAD   -  PINEY RIVER (1984)
 GW1025
 GW1025                         *CURRENT SURVEY CONTROL
 GW1025  ___________________________________________________________________
 GW1025* NAD 83(1986)-  37 41 34.     (N)    079 01 41.     (W)     SCALED    
 GW1025* NAVD 88     -       193.119  (meters)     633.59   (feet)  ADJUSTED  
 GW1025  ___________________________________________________________________
 GW1025  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW1025  DYNAMIC HT  -         192.975 (meters)     633.12  (feet)  COMP
 GW1025  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 GW1025
 GW1025  VERT ORDER  -  SECOND    CLASS 0
 GW1025
 GW1025.The horizontal coordinates were scaled from a topographic map and have
 GW1025.an estimated accuracy of +/- 6 seconds.
 GW1025
 GW1025.The orthometric height was determined by differential leveling
 GW1025.and adjusted by the National Geodetic Survey in June 1991..
 GW1025
 GW1025.The geoid height was determined by GEOID03.
 GW1025
 GW1025.The dynamic height is computed by dividing the NAVD 88
 GW1025.geopotential number by the normal gravity value computed on the
 GW1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1025.degrees latitude (g = 980.6199 gals.).
 GW1025
 GW1025.The modeled gravity was interpolated from observed gravity values.
 GW1025
 GW1025;                    North         East    Units  Estimated Accuracy
 GW1025;SPC VA S     - 1,151,000.    3,453,430.      MT  (+/- 180 meters Scaled)
 GW1025
 GW1025                          SUPERSEDED SURVEY CONTROL
 GW1025
 GW1025  NGVD 29 (??/??/92)  193.327  (m)          634.27   (f) ADJ UNCH    2 0
 GW1025
 GW1025.Superseded values are not recommended for survey control.
 GW1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1025.See file dsdata.txt to determine how the superseded data were derived.
 GW1025
 GW1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB738735(NAD 83)
 GW1025_MARKER: Q = CHISELED SQUARE
 GW1025_SETTING: 66 = SET IN ROCK OUTCROP
 GW1025_SP_SET: SET IN ROCK OUTCROP
 GW1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1025+STABILITY: POSITION/ELEVATION WELL
 GW1025
 GW1025  HISTORY     - Date     Condition        Report By
 GW1025  HISTORY     - UNK      MONUMENTED       USGS
 GW1025  HISTORY     - 1935     GOOD             NGS
 GW1025
 GW1025                          STATION DESCRIPTION
 GW1025
 GW1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1025'0.9 MI S FROM PINEY RIVER.
 GW1025'IN AMHERST COUNTY, 0.9 MILE SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 GW1025'PINEY RIVER BRIDGE AT PINEY RIVER, NELSON COUNTY, 42 FEET NORTH
 GW1025'OF AN OLD LOG HOUSE, AT THE JUNCTION OF A DIRT ROAD LEADING EAST,
 GW1025'8 FEET EAST OF A SMALL CREEK, AND ON THE TOP OF A ROCK OUTCROP.
 GW1025'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2040 ***********************************************************************
 GV2040  DESIGNATION -  635 C OF R
 GV2040  PID         -  GV2040
 GV2040  STATE/COUNTY-  VA/C OF RICHMOND
 GV2040  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2040
 GV2040                         *CURRENT SURVEY CONTROL
 GV2040  ___________________________________________________________________
 GV2040* NAD 83(1986)-  37 28 48.     (N)    077 27 54.     (W)     SCALED    
 GV2040* NAVD 88     -        48.235  (meters)     158.25   (feet)  ADJUSTED  
 GV2040  ___________________________________________________________________
 GV2040  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2040  DYNAMIC HT  -          48.202 (meters)     158.14  (feet)  COMP
 GV2040  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 GV2040
 GV2040  VERT ORDER  -  SECOND    CLASS 0
 GV2040
 GV2040.The horizontal coordinates were scaled from a topographic map and have
 GV2040.an estimated accuracy of +/- 6 seconds.
 GV2040
 GV2040.The orthometric height was determined by differential leveling
 GV2040.and adjusted by the National Geodetic Survey in June 1991..
 GV2040
 GV2040.The geoid height was determined by GEOID03.
 GV2040
 GV2040.The dynamic height is computed by dividing the NAVD 88
 GV2040.geopotential number by the normal gravity value computed on the
 GV2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2040.degrees latitude (g = 980.6199 gals.).
 GV2040
 GV2040.The modeled gravity was interpolated from observed gravity values.
 GV2040
 GV2040;                    North         East    Units  Estimated Accuracy
 GV2040;SPC VA S     - 1,127,750.    3,591,540.      MT  (+/- 180 meters Scaled)
 GV2040
 GV2040                          SUPERSEDED SURVEY CONTROL
 GV2040
 GV2040  NGVD 29 (??/??/??)   48.547  (m)          159.27   (f) ADJUSTED    2 0
 GV2040
 GV2040.Superseded values are not recommended for survey control.
 GV2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2040.See file dsdata.txt to determine how the superseded data were derived.
 GV2040
 GV2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG820509(NAD 83)
 GV2040_MARKER: DD = SURVEY DISK
 GV2040_SETTING: 0 = UNSPECIFIED SETTING
 GV2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2040+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2040
 GV2040  HISTORY     - Date     Condition        Report By
 GV2040  HISTORY     - UNK      MONUMENTED       VA2060
 GV2040  HISTORY     - 1972     GOOD             NGS
 GV2040  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2040  HISTORY     - 19951018 GOOD             USPSQD
 GV2040  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2040  HISTORY     - 20031103 GOOD             USPSQD
 GV2040
 GV2040                          STATION DESCRIPTION
 GV2040
 GV2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2040'AT RICHMOND.
 GV2040'10.5 FEET NORTHWEST OF THE NORTHWEST CURB LINE OF SUNORA DRIVE,
 GV2040'4.5 FEET SOUTHWEST OF THE CURB LINE ON THE NORTHWEST LINE OF GLENAN
 GV2040'DRIVE, 50.5 FEET WEST OF VEPCO POLE NO. VA14, 15 FEET SOUTHEAST
 GV2040'OF A 1.5 FEET TWIN TREE, 2 FEET WEST OF THE ARC OF CURB, 37 FEET
 GV2040'WEST OF A SEWER MANHOLE.
 GV2040'A STANDARD C OF R DISK.
 GV2040
 GV2040                          STATION RECOVERY (1989)
 GV2040
 GV2040'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2040'MARK NOT FOUND.
 GV2040
 GV2040                          STATION RECOVERY (1995)
 GV2040
 GV2040'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2040'RECOVERED IN GOOD CONDITION.
 GV2040
 GV2040                          STATION RECOVERY (1999)
 GV2040
 GV2040'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2040'MARK NOT FOUND.
 GV2040
 GV2040                          STATION RECOVERY (2003)
 GV2040
 GV2040'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2035 ***********************************************************************
 GV2035  DESIGNATION -  636 C OF R
 GV2035  PID         -  GV2035
 GV2035  STATE/COUNTY-  VA/C OF RICHMOND
 GV2035  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2035
 GV2035                         *CURRENT SURVEY CONTROL
 GV2035  ___________________________________________________________________
 GV2035* NAD 83(1986)-  37 28 29.     (N)    077 28 16.     (W)     SCALED    
 GV2035* NAVD 88     -        47.775  (meters)     156.74   (feet)  ADJUSTED  
 GV2035  ___________________________________________________________________
 GV2035  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2035  DYNAMIC HT  -          47.742 (meters)     156.63  (feet)  COMP
 GV2035  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 GV2035
 GV2035  VERT ORDER  -  SECOND    CLASS 0
 GV2035
 GV2035.The horizontal coordinates were scaled from a topographic map and have
 GV2035.an estimated accuracy of +/- 6 seconds.
 GV2035
 GV2035.The orthometric height was determined by differential leveling
 GV2035.and adjusted by the National Geodetic Survey in June 1991..
 GV2035
 GV2035.The geoid height was determined by GEOID03.
 GV2035
 GV2035.The dynamic height is computed by dividing the NAVD 88
 GV2035.geopotential number by the normal gravity value computed on the
 GV2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2035.degrees latitude (g = 980.6199 gals.).
 GV2035
 GV2035.The modeled gravity was interpolated from observed gravity values.
 GV2035
 GV2035;                    North         East    Units  Estimated Accuracy
 GV2035;SPC VA S     - 1,127,160.    3,591,000.      MT  (+/- 180 meters Scaled)
 GV2035
 GV2035                          SUPERSEDED SURVEY CONTROL
 GV2035
 GV2035  NGVD 29 (??/??/??)   48.087  (m)          157.77   (f) ADJUSTED    2 0
 GV2035
 GV2035.Superseded values are not recommended for survey control.
 GV2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2035.See file dsdata.txt to determine how the superseded data were derived.
 GV2035
 GV2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG814504(NAD 83)
 GV2035_MARKER: DD = SURVEY DISK
 GV2035_SETTING: 0 = UNSPECIFIED SETTING
 GV2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2035+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2035
 GV2035  HISTORY     - Date     Condition        Report By
 GV2035  HISTORY     - UNK      MONUMENTED       VA2060
 GV2035  HISTORY     - 1972     GOOD             NGS
 GV2035  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2035  HISTORY     - 19951018 GOOD             USPSQD
 GV2035  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2035  HISTORY     - 20031103 GOOD             USPSQD
 GV2035
 GV2035                          STATION DESCRIPTION
 GV2035
 GV2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2035'AT RICHMOND.
 GV2035'AT THE CENTERLINE OF PETTUS ROAD PROJECTED, 16 FEET SOUTH OF THE
 GV2035'CENTERLINE OF CLYDEWOOD AVENUE, 50 FEET NORTHEAST OF A FIRE
 GV2035'HYDRANT WEST OF CLYDEWOOD AVENUE, 70.5 FEET NORTHEAST OF VEPCO
 GV2035'POLE NO. QL76, 12 FEET NORTHEAST OF A 2 FEET OAK.
 GV2035'A STANDARD C OF R DISK.
 GV2035
 GV2035                          STATION RECOVERY (1989)
 GV2035
 GV2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2035'MARK NOT FOUND.
 GV2035
 GV2035                          STATION RECOVERY (1995)
 GV2035
 GV2035'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2035'RECOVERED IN GOOD CONDITION.
 GV2035
 GV2035                          STATION RECOVERY (1999)
 GV2035
 GV2035'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2035'MARK NOT FOUND.
 GV2035
 GV2035                          STATION RECOVERY (2003)
 GV2035
 GV2035'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2639 ***********************************************************************
 GV2639  DESIGNATION -  637 C OF R
 GV2639  PID         -  GV2639
 GV2639  STATE/COUNTY-  VA/CHESTERFIELD
 GV2639  USGS QUAD   -  BON AIR (1994)
 GV2639
 GV2639                         *CURRENT SURVEY CONTROL
 GV2639  ___________________________________________________________________
 GV2639* NAD 83(1986)-  37 32 37.     (N)    077 31 01.     (W)     SCALED    
 GV2639* NAVD 88     -        47.741  (meters)     156.63   (feet)  ADJUSTED  
 GV2639  ___________________________________________________________________
 GV2639  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV2639  DYNAMIC HT  -          47.708 (meters)     156.52  (feet)  COMP
 GV2639  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 GV2639
 GV2639  VERT ORDER  -  SECOND    CLASS 0
 GV2639
 GV2639.The horizontal coordinates were scaled from a topographic map and have
 GV2639.an estimated accuracy of +/- 6 seconds.
 GV2639
 GV2639.The orthometric height was determined by differential leveling
 GV2639.and adjusted by the National Geodetic Survey in June 1991..
 GV2639
 GV2639.The geoid height was determined by GEOID03.
 GV2639
 GV2639.The dynamic height is computed by dividing the NAVD 88
 GV2639.geopotential number by the normal gravity value computed on the
 GV2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2639.degrees latitude (g = 980.6199 gals.).
 GV2639
 GV2639.The modeled gravity was interpolated from observed gravity values.
 GV2639
 GV2639;                    North         East    Units  Estimated Accuracy
 GV2639;SPC VA S     - 1,134,760.    3,586,870.      MT  (+/- 180 meters Scaled)
 GV2639
 GV2639                          SUPERSEDED SURVEY CONTROL
 GV2639
 GV2639  NGVD 29 (??/??/??)   48.056  (m)          157.66   (f) ADJUSTED    2 0
 GV2639
 GV2639.Superseded values are not recommended for survey control.
 GV2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2639.See file dsdata.txt to determine how the superseded data were derived.
 GV2639
 GV2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG776581(NAD 83)
 GV2639_MARKER: DD = SURVEY DISK
 GV2639_SETTING: 0 = UNSPECIFIED SETTING
 GV2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2639+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2639
 GV2639  HISTORY     - Date     Condition        Report By
 GV2639  HISTORY     - UNK      MONUMENTED       VA2060
 GV2639  HISTORY     - 1972     GOOD             NGS
 GV2639  HISTORY     - 1989     GOOD             USPSQD
 GV2639  HISTORY     - 20000224 GOOD             USPSQD
 GV2639  HISTORY     - 20041023 GOOD             USPSQD
 GV2639
 GV2639                          STATION DESCRIPTION
 GV2639
 GV2639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2639'AT RICHMOND.
 GV2639'2 FEET WEST OF THE CENTERLINE OF MEEKS LANE PROJECTED, 17.5 FEET
 GV2639'NORTHWEST OF THE CENTERLINE OF SCOTTVIEW DRIVE, 19.5 FEET SOUTHWEST
 GV2639'OF A 1.2 FEET PINE, 40.5 FEET EAST OF A 1.6 FEET PINE, 37 FEET
 GV2639'NORTH OF VEPCO POLE NO. 5694C.
 GV2639
 GV2639                          STATION RECOVERY (1989)
 GV2639
 GV2639'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2639'RECOVERED IN GOOD CONDITION.
 GV2639
 GV2639                          STATION RECOVERY (2000)
 GV2639
 GV2639'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2639'RECOVERED IN GOOD CONDITION.
 GV2639
 GV2639                          STATION RECOVERY (2004)
 GV2639
 GV2639'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2629 ***********************************************************************
 GV2629  DESIGNATION -  638 C OF R
 GV2629  PID         -  GV2629
 GV2629  STATE/COUNTY-  VA/CHESTERFIELD
 GV2629  USGS QUAD   -  BON AIR (1994)
 GV2629
 GV2629                         *CURRENT SURVEY CONTROL
 GV2629  ___________________________________________________________________
 GV2629* NAD 83(1986)-  37 31 49.     (N)    077 30 53.     (W)     SCALED    
 GV2629* NAVD 88     -        42.688  (meters)     140.05   (feet)  ADJUSTED  
 GV2629  ___________________________________________________________________
 GV2629  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2629  DYNAMIC HT  -          42.659 (meters)     139.96  (feet)  COMP
 GV2629  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 GV2629
 GV2629  VERT ORDER  -  SECOND    CLASS 0
 GV2629
 GV2629.The horizontal coordinates were scaled from a topographic map and have
 GV2629.an estimated accuracy of +/- 6 seconds.
 GV2629
 GV2629.The orthometric height was determined by differential leveling
 GV2629.and adjusted by the National Geodetic Survey in June 1991..
 GV2629
 GV2629.The geoid height was determined by GEOID03.
 GV2629
 GV2629.The dynamic height is computed by dividing the NAVD 88
 GV2629.geopotential number by the normal gravity value computed on the
 GV2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2629.degrees latitude (g = 980.6199 gals.).
 GV2629
 GV2629.The modeled gravity was interpolated from observed gravity values.
 GV2629
 GV2629;                    North         East    Units  Estimated Accuracy
 GV2629;SPC VA S     - 1,133,290.    3,587,080.      MT  (+/- 180 meters Scaled)
 GV2629
 GV2629                          SUPERSEDED SURVEY CONTROL
 GV2629
 GV2629  NGVD 29 (??/??/??)   43.003  (m)          141.09   (f) ADJUSTED    2 0
 GV2629
 GV2629.Superseded values are not recommended for survey control.
 GV2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2629.See file dsdata.txt to determine how the superseded data were derived.
 GV2629
 GV2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG777566(NAD 83)
 GV2629_MARKER: DD = SURVEY DISK
 GV2629_SETTING: 0 = UNSPECIFIED SETTING
 GV2629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2629
 GV2629  HISTORY     - Date     Condition        Report By
 GV2629  HISTORY     - UNK      MONUMENTED       VA2060
 GV2629  HISTORY     - 1972     GOOD             NGS
 GV2629  HISTORY     - 1987     GOOD             USPSQD
 GV2629  HISTORY     - 1990     GOOD             USPSQD
 GV2629  HISTORY     - 20000224 GOOD             USPSQD
 GV2629  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2629
 GV2629                          STATION DESCRIPTION
 GV2629
 GV2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2629'AT RICHMOND.
 GV2629'24 FEET NORTHEAST OF THE CENTERLINE OF CEDARHURST DRIVE, 13
 GV2629'FEET NORTHWEST OF THE CENTERLINE OF AN ASPHALT DRIVEWAY, 52.7
 GV2629'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK AND FRAME
 GV2629'TRI-LEVEL HOUSE NO. 2123, 4 FEET NORTHEAST OF A CONCRETE
 GV2629'VALLEY GUTTER.
 GV2629
 GV2629                          STATION RECOVERY (1987)
 GV2629
 GV2629'RECOVERY NOTE BY US POWER SQUADRON 1987 (HBK)
 GV2629'RECOVERED IN GOOD CONDITION.
 GV2629
 GV2629                          STATION RECOVERY (1990)
 GV2629
 GV2629'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2629'RECOVERED IN GOOD CONDITION.
 GV2629
 GV2629                          STATION RECOVERY (2000)
 GV2629
 GV2629'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2629'RECOVERED IN GOOD CONDITION.
 GV2629
 GV2629                          STATION RECOVERY (2004)
 GV2629
 GV2629'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2638 ***********************************************************************
 GV2638  DESIGNATION -  639 C OF R
 GV2638  PID         -  GV2638
 GV2638  STATE/COUNTY-  VA/CHESTERFIELD
 GV2638  USGS QUAD   -  BON AIR (1994)
 GV2638
 GV2638                         *CURRENT SURVEY CONTROL
 GV2638  ___________________________________________________________________
 GV2638* NAD 83(1986)-  37 32 35.     (N)    077 30 50.     (W)     SCALED    
 GV2638* NAVD 88     -        41.322  (meters)     135.57   (feet)  ADJUSTED  
 GV2638  ___________________________________________________________________
 GV2638  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2638  DYNAMIC HT  -          41.293 (meters)     135.48  (feet)  COMP
 GV2638  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 GV2638
 GV2638  VERT ORDER  -  SECOND    CLASS 0
 GV2638
 GV2638.The horizontal coordinates were scaled from a topographic map and have
 GV2638.an estimated accuracy of +/- 6 seconds.
 GV2638
 GV2638.The orthometric height was determined by differential leveling
 GV2638.and adjusted by the National Geodetic Survey in June 1991..
 GV2638
 GV2638.The geoid height was determined by GEOID03.
 GV2638
 GV2638.The dynamic height is computed by dividing the NAVD 88
 GV2638.geopotential number by the normal gravity value computed on the
 GV2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2638.degrees latitude (g = 980.6199 gals.).
 GV2638
 GV2638.The modeled gravity was interpolated from observed gravity values.
 GV2638
 GV2638;                    North         East    Units  Estimated Accuracy
 GV2638;SPC VA S     - 1,134,710.    3,587,140.      MT  (+/- 180 meters Scaled)
 GV2638
 GV2638                          SUPERSEDED SURVEY CONTROL
 GV2638
 GV2638  NGVD 29 (??/??/??)   41.637  (m)          136.60   (f) ADJUSTED    2 0
 GV2638
 GV2638.Superseded values are not recommended for survey control.
 GV2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2638.See file dsdata.txt to determine how the superseded data were derived.
 GV2638
 GV2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG779580(NAD 83)
 GV2638_MARKER: DD = SURVEY DISK
 GV2638_SETTING: 0 = UNSPECIFIED SETTING
 GV2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2638+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2638
 GV2638  HISTORY     - Date     Condition        Report By
 GV2638  HISTORY     - UNK      MONUMENTED       VA2060
 GV2638  HISTORY     - 1972     GOOD             NGS
 GV2638  HISTORY     - 1989     GOOD             USPSQD
 GV2638  HISTORY     - 20000224 GOOD             USPSQD
 GV2638  HISTORY     - 20041023 GOOD             USPSQD
 GV2638
 GV2638                          STATION DESCRIPTION
 GV2638
 GV2638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2638'AT RICHMOND.
 GV2638'27 FEET WEST OF THE CENTERLINE OF BUCKHILL ROAD, 25 FEET SOUTHEAST
 GV2638'OF THE CENTERLINE OF LANDRIA DRIVE, 37.5 FEET NORTH OF A 1.1
 GV2638'FEET GUM, 55.5 FEET NORTHEAST OF A 1.9 FEET PINE, 54 FEET SOUTHEAST
 GV2638'OF A VEPCO POLE NO. QB00.
 GV2638
 GV2638                          STATION RECOVERY (1989)
 GV2638
 GV2638'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2638'RECOVERED IN GOOD CONDITION.
 GV2638
 GV2638                          STATION RECOVERY (2000)
 GV2638
 GV2638'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2638'RECOVERED IN GOOD CONDITION.
 GV2638
 GV2638                          STATION RECOVERY (2004)
 GV2638
 GV2638'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5784 ***********************************************************************
 GV5784  DESIGNATION -  64
 GV5784  PID         -  GV5784
 GV5784  STATE/COUNTY-  VA/HENRICO
 GV5784  USGS QUAD   -  BON AIR (1994)
 GV5784
 GV5784                         *CURRENT SURVEY CONTROL
 GV5784  ___________________________________________________________________
 GV5784* NAD 83(1993)-  37 33 49.57647(N)    077 32 36.28251(W)     ADJUSTED  
 GV5784* NAVD 88     -        34.35   (+/-2cm)     112.7    (feet)  VERTCON   
 GV5784  ___________________________________________________________________
 GV5784  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GV5784  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5784
 GV5784  HORZ ORDER  -  SECOND
 GV5784  VERT ORDER  -  THIRD ? (See Below)
 GV5784
 GV5784.The horizontal coordinates were established by classical geodetic methods
 GV5784.and adjusted by the National Geodetic Survey in November 1994..
 GV5784
 GV5784.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5784.The vertical order pertains to the NGVD 29 superseded value.
 GV5784
 GV5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5784
 GV5784.The geoid height was determined by GEOID03.
 GV5784
 GV5784;                    North         East     Units Scale Factor Converg.
 GV5784;SPC VA S     - 1,136,976.866 3,584,509.181   MT  0.99995125   +0 34 50.1
 GV5784;SPC VA S     - 3,730,231.60 11,760,177.20   sFT  0.99995125   +0 34 50.1
 GV5784;UTM  18      - 4,160,457.146   275,359.856   MT  1.00022162   -1 33 04.4
 GV5784
 GV5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5784!SPC VA S     -   0.99999976  x   0.99995125  =   0.99995101
 GV5784!UTM  18      -   0.99999976  x   1.00022162  =   1.00022138
 GV5784
 GV5784:                Primary Azimuth Mark                     Grid Az
 GV5784:SPC VA S     -  63                                       237 40 22.7
 GV5784:UTM  18      -  63                                       239 48 17.2
 GV5784
 GV5784|---------------------------------------------------------------------|
 GV5784| PID    Reference Object                     Distance      Geod. Az  |
 GV5784|                                                           dddmmss.s |
 GV5784| GV5804 63                                  APPROX. 1.7 KM 2381512.8 |
 GV5784| DC5522 64 RM                                15.416 METERS 35647     |
 GV5784|---------------------------------------------------------------------|
 GV5784
 GV5784                          SUPERSEDED SURVEY CONTROL
 GV5784
 GV5784  NAD 83(1986)-  37 33 49.58269(N)    077 32 36.29977(W) AD(       ) 2
 GV5784  NAD 27      -  37 33 49.05430(N)    077 32 37.35045(W) AD(       ) 2
 GV5784  NGVD 29 (07/19/86)   34.66   (m)          113.7    (f) LEVELING    3  
 GV5784
 GV5784.Superseded values are not recommended for survey control.
 GV5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5784.See file dsdata.txt to determine how the superseded data were derived.
 GV5784
 GV5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7536060457(NAD 83)
 GV5784_MARKER: Z = SEE DESCRIPTION
 GV5784_SETTING: 0 = UNSPECIFIED SETTING
 GV5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5784+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5784
 GV5784  HISTORY     - Date     Condition        Report By
 GV5784  HISTORY     - 1972     MONUMENTED       VA2060
 GV5784  HISTORY     - 19961019 GOOD             USPSQD
 GV5784  HISTORY     - 20010302 GOOD             USPSQD
 GV5784  HISTORY     - 20050211 GOOD             USPSQD
 GV5784  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV5784
 GV5784                          STATION DESCRIPTION
 GV5784
 GV5784'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5784'BEGINNING AT UNITED STATES POST OFFICE, RIDGE BRANCH, LOCATED ON
 GV5784'PARHAM RD., THENCE SOUTH ON PARHAM RD. 0.20 MILE TO INTERSECTION
 GV5784'OF RIDGE RD., THENCE SOUTHEAST ON RIDGE RD. 2.05 MILES TO WESTHAM
 GV5784'STATION RD., THENCE EAST ON WESTHAM STATION RD. 0.15 MILE TO
 GV5784'PRIVATE ROAD, THENCE SOUTH ON PRIVATE ROAD 0.05 MILE, THENCE EAST
 GV5784'ON SAME ROAD 0.20 MILE TO POINT NO. 64.
 GV5784'
 GV5784'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5784'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5784'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT
 GV5784'SET ABOUT 6 INCHES BELOW GROUND.
 GV5784'
 GV5784'11.0 FEET N. OF C/L OF PAVED PRIVATE ROAD, 7.5 FEET E. OF EAST SIDE
 GV5784'OF BRIDGE TIER, 51.4 FEET S. OF UNDERGROUND TELEPHONE PEDESTAL,
 GV5784'24.7 FEET S. E. OF 18 INCH C. M. PIPE.
 GV5784'
 GV5784'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5784'CENTER OF PIN, SET FLUSH TO GROUND.  61.7 FEET N. OF PAVED PRIVATE
 GV5784'ROAD, 49.8 FEET N. OF EAST SIDE OF TIER, 4.8 FEET W. OF UNDERGROUND
 GV5784'TELEPHONE PEDESTAL, 47.2 FEET N. E. OF 18 INCH C. M. PIPE.
 GV5784'
 GV5784'DISTANCE BETWEEN PT. 64 AND R. M. IS 50.58 FT., 15.416 M.
 GV5784'
 GV5784'NEAREST TOWN--RICHMOND.
 GV5784
 GV5784                          STATION RECOVERY (1996)
 GV5784
 GV5784'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5784'RECOVERED IN GOOD CONDITION.
 GV5784
 GV5784                          STATION RECOVERY (2001)
 GV5784
 GV5784'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GV5784'RECOVERED IN GOOD CONDITION.
 GV5784
 GV5784                          STATION RECOVERY (2005)
 GV5784
 GV5784'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5784'RECOVERED IN GOOD CONDITION.
 GV5784
 GV5784                          STATION RECOVERY (2005)
 GV5784
 GV5784'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0860 ***********************************************************************
 GV0860  DESIGNATION -  64 USGS
 GV0860  PID         -  GV0860
 GV0860  STATE/COUNTY-  VA/GLOUCESTER
 GV0860  USGS QUAD   -  SHACKLEFORDS (1986)
 GV0860
 GV0860                         *CURRENT SURVEY CONTROL
 GV0860  ___________________________________________________________________
 GV0860* NAD 83(1986)-  37 33 33.     (N)    076 39 40.     (W)     SCALED    
 GV0860* NAVD 88     -        36.738  (meters)     120.53   (feet)  ADJUSTED  
 GV0860  ___________________________________________________________________
 GV0860  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 GV0860  DYNAMIC HT  -          36.713 (meters)     120.45  (feet)  COMP
 GV0860  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 GV0860
 GV0860  VERT ORDER  -  FIRST     CLASS I
 GV0860
 GV0860.The horizontal coordinates were scaled from a topographic map and have
 GV0860.an estimated accuracy of +/- 6 seconds.
 GV0860
 GV0860.The orthometric height was determined by differential leveling
 GV0860.and adjusted by the National Geodetic Survey in June 1991..
 GV0860
 GV0860.The geoid height was determined by GEOID03.
 GV0860
 GV0860.The dynamic height is computed by dividing the NAVD 88
 GV0860.geopotential number by the normal gravity value computed on the
 GV0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0860.degrees latitude (g = 980.6199 gals.).
 GV0860
 GV0860.The modeled gravity was interpolated from observed gravity values.
 GV0860
 GV0860;                    North         East    Units  Estimated Accuracy
 GV0860;SPC VA S     - 1,137,620.    3,662,460.      MT  (+/- 180 meters Scaled)
 GV0860
 GV0860                          SUPERSEDED SURVEY CONTROL
 GV0860
 GV0860  NGVD 29 (??/??/??)   36.976  (m)          121.31   (f) ADJUSTED    1 1
 GV0860
 GV0860.Superseded values are not recommended for survey control.
 GV0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0860.See file dsdata.txt to determine how the superseded data were derived.
 GV0860
 GV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG532582(NAD 83)
 GV0860_MARKER: DD = SURVEY DISK
 GV0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0860_SP_SET: STEPS
 GV0860_STAMPING: 64 JAS 1962 122
 GV0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0860
 GV0860  HISTORY     - Date     Condition        Report By
 GV0860  HISTORY     - 1962     MONUMENTED       USGS
 GV0860  HISTORY     - 1971     GOOD             NGS
 GV0860  HISTORY     - 1978     GOOD             DMA
 GV0860  HISTORY     - 1990     GOOD             USPSQD
 GV0860  HISTORY     - 19970218 GOOD             USPSQD
 GV0860  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0860
 GV0860                          STATION DESCRIPTION
 GV0860
 GV0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0860'4.4 MI NE FROM SHACKLEFORDS.
 GV0860'ABOUT 4.4 MILES NORTHEAST ALONG STATE HIGHWAY 33 FROM THE POST
 GV0860'OFFICE AT SHACKLEFORDS, 151 FEET NORTHWEST OF THE CENTER LINE
 GV0860'OF THE HIGHWAY, 77 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 GV0860'HIGHWAY 609, 7.6 FEET SOUTH OF THE WEST CORNER OF THE NEW HOPE
 GV0860'METHODIST CHURCH, SET ON THE TOP OF THE WEST CORNER OF THE 2 ND
 GV0860'CONCRETE STEP UP FROM THE GROUND, 1.2 FEET ABOVE THE LEVEL OF THE
 GV0860'GROUND AND 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS
 GV0860'SET IN STEP WHICH IS CRACKED.
 GV0860
 GV0860                          STATION RECOVERY (1978)
 GV0860
 GV0860'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0860'RECOVERED IN GOOD CONDITION.
 GV0860
 GV0860                          STATION RECOVERY (1990)
 GV0860
 GV0860'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0860'RECOVERED IN GOOD CONDITION.
 GV0860
 GV0860                          STATION RECOVERY (1997)
 GV0860
 GV0860'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0860'RECOVERED IN GOOD CONDITION.
 GV0860
 GV0860                          STATION RECOVERY (2002)
 GV0860
 GV0860'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2672 ***********************************************************************
 GV2672  DESIGNATION -  640 C OF R
 GV2672  PID         -  GV2672
 GV2672  STATE/COUNTY-  VA/CHESTERFIELD
 GV2672  USGS QUAD   -  BON AIR (1994)
 GV2672
 GV2672                         *CURRENT SURVEY CONTROL
 GV2672  ___________________________________________________________________
 GV2672* NAD 83(1986)-  37 33 12.     (N)    077 34 25.     (W)     SCALED    
 GV2672* NAVD 88     -        57.042  (meters)     187.15   (feet)  ADJUSTED  
 GV2672  ___________________________________________________________________
 GV2672  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GV2672  DYNAMIC HT  -          57.003 (meters)     187.02  (feet)  COMP
 GV2672  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GV2672
 GV2672  VERT ORDER  -  SECOND    CLASS 0
 GV2672
 GV2672.The horizontal coordinates were scaled from a topographic map and have
 GV2672.an estimated accuracy of +/- 6 seconds.
 GV2672
 GV2672.The orthometric height was determined by differential leveling
 GV2672.and adjusted by the National Geodetic Survey in June 1991..
 GV2672
 GV2672.The geoid height was determined by GEOID03.
 GV2672
 GV2672.The dynamic height is computed by dividing the NAVD 88
 GV2672.geopotential number by the normal gravity value computed on the
 GV2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2672.degrees latitude (g = 980.6199 gals.).
 GV2672
 GV2672.The modeled gravity was interpolated from observed gravity values.
 GV2672
 GV2672;                    North         East    Units  Estimated Accuracy
 GV2672;SPC VA S     - 1,135,790.    3,581,850.      MT  (+/- 180 meters Scaled)
 GV2672
 GV2672                          SUPERSEDED SURVEY CONTROL
 GV2672
 GV2672  NGVD 29 (??/??/??)   57.357  (m)          188.18   (f) ADJUSTED    2 0
 GV2672
 GV2672.Superseded values are not recommended for survey control.
 GV2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2672.See file dsdata.txt to determine how the superseded data were derived.
 GV2672
 GV2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG726593(NAD 83)
 GV2672_MARKER: DD = SURVEY DISK
 GV2672_SETTING: 0 = UNSPECIFIED SETTING
 GV2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2672+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2672
 GV2672  HISTORY     - Date     Condition        Report By
 GV2672  HISTORY     - UNK      MONUMENTED       VA2060
 GV2672  HISTORY     - 1972     GOOD             NGS
 GV2672  HISTORY     - 1990     GOOD             USPSQD
 GV2672  HISTORY     - 20000107 GOOD             USPSQD
 GV2672  HISTORY     - 20041023 GOOD             USPSQD
 GV2672
 GV2672                          STATION DESCRIPTION
 GV2672
 GV2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2672'AT RICHMOND.
 GV2672'LOCATED 38.5 FEET NORTHWEST OF THE CENTER OF THE TENTH TRANSMISSION
 GV2672'POWER VEPCO TOWER NO. 8649 NORTHWEST OF HUGUENOT ROAD.
 GV2672
 GV2672                          STATION RECOVERY (1990)
 GV2672
 GV2672'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2672'RECOVERED IN GOOD CONDITION.
 GV2672
 GV2672                          STATION RECOVERY (2000)
 GV2672
 GV2672'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2672'RECOVERED IN GOOD CONDITION.
 GV2672
 GV2672                          STATION RECOVERY (2004)
 GV2672
 GV2672'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3073 ***********************************************************************
 HW3073  DESIGNATION -  640.8 USGS
 HW3073  PID         -  HW3073
 HW3073  STATE/COUNTY-  VA/FAUQUIER
 HW3073  USGS QUAD   -  FLINT HILL (1994)
 HW3073
 HW3073                         *CURRENT SURVEY CONTROL
 HW3073  ___________________________________________________________________
 HW3073* NAD 83(1986)-  38 49 05.     (N)    078 00 08.     (W)     SCALED    
 HW3073* NAVD 88     -       195.198  (meters)     640.41   (feet)  ADJUSTED  
 HW3073  ___________________________________________________________________
 HW3073  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HW3073  DYNAMIC HT  -         195.075 (meters)     640.01  (feet)  COMP
 HW3073  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 HW3073
 HW3073  VERT ORDER  -  SECOND    CLASS 0
 HW3073
 HW3073.The horizontal coordinates were scaled from a topographic map and have
 HW3073.an estimated accuracy of +/- 6 seconds.
 HW3073
 HW3073.The orthometric height was determined by differential leveling
 HW3073.and adjusted by the National Geodetic Survey in June 1991..
 HW3073
 HW3073.The geoid height was determined by GEOID03.
 HW3073
 HW3073.The dynamic height is computed by dividing the NAVD 88
 HW3073.geopotential number by the normal gravity value computed on the
 HW3073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3073.degrees latitude (g = 980.6199 gals.).
 HW3073
 HW3073.The modeled gravity was interpolated from observed gravity values.
 HW3073
 HW3073;                    North         East    Units  Estimated Accuracy
 HW3073;SPC VA N     - 2,127,920.    3,543,230.      MT  (+/- 180 meters Scaled)
 HW3073
 HW3073                          SUPERSEDED SURVEY CONTROL
 HW3073
 HW3073  NGVD 29 (??/??/92)  195.41   (m)          641.1    (f) COMPUTED    2 0
 HW3073
 HW3073.Superseded values are not recommended for survey control.
 HW3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3073.See file dsdata.txt to determine how the superseded data were derived.
 HW3073
 HW3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD602008(NAD 83)
 HW3073_MARKER: N = NAIL
 HW3073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW3073_SP_SET: TREE ROOT
 HW3073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3073
 HW3073  HISTORY     - Date     Condition        Report By
 HW3073  HISTORY     - UNK      MONUMENTED       USGS
 HW3073  HISTORY     - 1941     GOOD             NGS
 HW3073
 HW3073                          STATION DESCRIPTION
 HW3073
 HW3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW3073'1 MI S FROM HUME.
 HW3073'ABOUT 1 MILES SOUTH ALONG STATE HIGHWAY 688 FROM THE POST OFFICE
 HW3073'AT HUME, FAUQUIER COOUNTY, ABOUT 125 FEET SOUTHWEST OF THE CENTER
 HW3073'OF THE JUNCTION OF STATE HIGHWAY 734, 15 FEET NORTH OF THE
 HW3073'CENTER LINE OF STATE HIGHWAY 734, AND IN THE SOUTH ROOT OF A
 HW3073'PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 HW3073'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2671 ***********************************************************************
 GV2671  DESIGNATION -  641 C OF R
 GV2671  PID         -  GV2671
 GV2671  STATE/COUNTY-  VA/CHESTERFIELD
 GV2671  USGS QUAD   -  BON AIR (1994)
 GV2671
 GV2671                         *CURRENT SURVEY CONTROL
 GV2671  ___________________________________________________________________
 GV2671* NAD 83(1986)-  37 32 59.     (N)    077 33 53.     (W)     SCALED    
 GV2671* NAVD 88     -        63.326  (meters)     207.76   (feet)  ADJUSTED  
 GV2671  ___________________________________________________________________
 GV2671  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV2671  DYNAMIC HT  -          63.283 (meters)     207.62  (feet)  COMP
 GV2671  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 GV2671
 GV2671  VERT ORDER  -  SECOND    CLASS 0
 GV2671
 GV2671.The horizontal coordinates were scaled from a topographic map and have
 GV2671.an estimated accuracy of +/- 6 seconds.
 GV2671
 GV2671.The orthometric height was determined by differential leveling
 GV2671.and adjusted by the National Geodetic Survey in June 1991..
 GV2671
 GV2671.The geoid height was determined by GEOID03.
 GV2671
 GV2671.The dynamic height is computed by dividing the NAVD 88
 GV2671.geopotential number by the normal gravity value computed on the
 GV2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2671.degrees latitude (g = 980.6199 gals.).
 GV2671
 GV2671.The modeled gravity was interpolated from observed gravity values.
 GV2671
 GV2671;                    North         East    Units  Estimated Accuracy
 GV2671;SPC VA S     - 1,135,400.    3,582,640.      MT  (+/- 180 meters Scaled)
 GV2671
 GV2671                          SUPERSEDED SURVEY CONTROL
 GV2671
 GV2671  NGVD 29 (??/??/??)   63.641  (m)          208.80   (f) ADJUSTED    2 0
 GV2671
 GV2671.Superseded values are not recommended for survey control.
 GV2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2671.See file dsdata.txt to determine how the superseded data were derived.
 GV2671
 GV2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG734589(NAD 83)
 GV2671_MARKER: DD = SURVEY DISK
 GV2671_SETTING: 0 = UNSPECIFIED SETTING
 GV2671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2671
 GV2671  HISTORY     - Date     Condition        Report By
 GV2671  HISTORY     - UNK      MONUMENTED       VA2060
 GV2671  HISTORY     - 1972     GOOD             NGS
 GV2671  HISTORY     - 1990     GOOD             USPSQD
 GV2671  HISTORY     - 20000107 GOOD             USPSQD
 GV2671  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2671
 GV2671                          STATION DESCRIPTION
 GV2671
 GV2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2671'AT RICHMOND.
 GV2671'LOCATED 108.7 FEET SOUTHEAST OF THE CENTER OF THE SIXTH TRANSMISSION
 GV2671'POWER VEPCO TOWER NO. 8653 NORTHWEST OF HUGUENOT ROAD.
 GV2671
 GV2671                          STATION RECOVERY (1990)
 GV2671
 GV2671'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2671'RECOVERED IN GOOD CONDITION.
 GV2671
 GV2671                          STATION RECOVERY (2000)
 GV2671
 GV2671'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2671'RECOVERED IN GOOD CONDITION.
 GV2671
 GV2671                          STATION RECOVERY (2004)
 GV2671
 GV2671'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3071 ***********************************************************************
 HW3071  DESIGNATION -  641.9 USGS
 HW3071  PID         -  HW3071
 HW3071  STATE/COUNTY-  VA/FAUQUIER
 HW3071  USGS QUAD   -  LINDEN (1994)
 HW3071
 HW3071                         *CURRENT SURVEY CONTROL
 HW3071  ___________________________________________________________________
 HW3071* NAD 83(1986)-  38 53 45.     (N)    078 00 09.     (W)     SCALED    
 HW3071* NAVD 88     -       195.568  (meters)     641.63   (feet)  ADJUSTED  
 HW3071  ___________________________________________________________________
 HW3071  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HW3071  DYNAMIC HT  -         195.445 (meters)     641.22  (feet)  COMP
 HW3071  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 HW3071
 HW3071  VERT ORDER  -  SECOND    CLASS 0
 HW3071
 HW3071.The horizontal coordinates were scaled from a topographic map and have
 HW3071.an estimated accuracy of +/- 6 seconds.
 HW3071
 HW3071.The orthometric height was determined by differential leveling
 HW3071.and adjusted by the National Geodetic Survey in June 1991..
 HW3071
 HW3071.The geoid height was determined by GEOID03.
 HW3071
 HW3071.The dynamic height is computed by dividing the NAVD 88
 HW3071.geopotential number by the normal gravity value computed on the
 HW3071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3071.degrees latitude (g = 980.6199 gals.).
 HW3071
 HW3071.The modeled gravity was interpolated from observed gravity values.
 HW3071
 HW3071;                    North         East    Units  Estimated Accuracy
 HW3071;SPC VA N     - 2,136,560.    3,543,160.      MT  (+/- 180 meters Scaled)
 HW3071
 HW3071                          SUPERSEDED SURVEY CONTROL
 HW3071
 HW3071  NGVD 29 (??/??/92)  195.78   (m)          642.3    (f) COMPUTED    2 0
 HW3071
 HW3071.Superseded values are not recommended for survey control.
 HW3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3071.See file dsdata.txt to determine how the superseded data were derived.
 HW3071
 HW3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD599094(NAD 83)
 HW3071_MARKER: Q = CHISELED SQUARE
 HW3071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW3071_SP_SET: BRIDGE
 HW3071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3071
 HW3071  HISTORY     - Date     Condition        Report By
 HW3071  HISTORY     - UNK      MONUMENTED       USGS
 HW3071  HISTORY     - 1941     GOOD             NGS
 HW3071
 HW3071                          STATION DESCRIPTION
 HW3071
 HW3071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW3071'1 MI S FROM MARKHAM.
 HW3071'ABOUT 1 MILES SOUTH ALONG STATE HIGHWAY 688 FROM THE SOUTHERN
 HW3071'RAILWAY STATION AT MARKHAM, FAUQUIER COUNTY, AT A CONCRETE
 HW3071'BRIDGE, AND ON THE TOP OF THE NORTHEAST WING WALL.  A CHISELED
 HW3071'SQUARE, MARKED U.S.B.M. 641.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2670 ***********************************************************************
 GV2670  DESIGNATION -  642 C OF R
 GV2670  PID         -  GV2670
 GV2670  STATE/COUNTY-  VA/CHESTERFIELD
 GV2670  USGS QUAD   -  BON AIR (1994)
 GV2670
 GV2670                         *CURRENT SURVEY CONTROL
 GV2670  ___________________________________________________________________
 GV2670* NAD 83(1986)-  37 32 54.     (N)    077 33 43.     (W)     SCALED    
 GV2670* NAVD 88     -        56.813  (meters)     186.39   (feet)  ADJUSTED  
 GV2670  ___________________________________________________________________
 GV2670  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV2670  DYNAMIC HT  -          56.774 (meters)     186.27  (feet)  COMP
 GV2670  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 GV2670
 GV2670  VERT ORDER  -  SECOND    CLASS 0
 GV2670
 GV2670.The horizontal coordinates were scaled from a topographic map and have
 GV2670.an estimated accuracy of +/- 6 seconds.
 GV2670
 GV2670.The orthometric height was determined by differential leveling
 GV2670.and adjusted by the National Geodetic Survey in June 1991..
 GV2670
 GV2670.The geoid height was determined by GEOID03.
 GV2670
 GV2670.The dynamic height is computed by dividing the NAVD 88
 GV2670.geopotential number by the normal gravity value computed on the
 GV2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2670.degrees latitude (g = 980.6199 gals.).
 GV2670
 GV2670.The modeled gravity was interpolated from observed gravity values.
 GV2670
 GV2670;                    North         East    Units  Estimated Accuracy
 GV2670;SPC VA S     - 1,135,250.    3,582,890.      MT  (+/- 180 meters Scaled)
 GV2670
 GV2670                          SUPERSEDED SURVEY CONTROL
 GV2670
 GV2670  NGVD 29 (??/??/??)   57.128  (m)          187.43   (f) ADJUSTED    2 0
 GV2670
 GV2670.Superseded values are not recommended for survey control.
 GV2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2670.See file dsdata.txt to determine how the superseded data were derived.
 GV2670
 GV2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG736587(NAD 83)
 GV2670_MARKER: DD = SURVEY DISK
 GV2670_SETTING: 0 = UNSPECIFIED SETTING
 GV2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2670
 GV2670  HISTORY     - Date     Condition        Report By
 GV2670  HISTORY     - UNK      MONUMENTED       VA2060
 GV2670  HISTORY     - 1972     GOOD             NGS
 GV2670  HISTORY     - 20000107 GOOD             USPSQD
 GV2670  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2670
 GV2670                          STATION DESCRIPTION
 GV2670
 GV2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2670'AT RICHMOND.
 GV2670'LOCATED 147.4 FEET SOUTHEAST OF THE FIFTH TRANSMISSION POWER
 GV2670'VEPCO TOWER NO. 8654 NORTHWEST OF HUGUENOT ROAD.
 GV2670
 GV2670                          STATION RECOVERY (2000)
 GV2670
 GV2670'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2670'RECOVERED IN GOOD CONDITION.
 GV2670
 GV2670                          STATION RECOVERY (2004)
 GV2670
 GV2670'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2669 ***********************************************************************
 GV2669  DESIGNATION -  643 C OF R
 GV2669  PID         -  GV2669
 GV2669  STATE/COUNTY-  VA/CHESTERFIELD
 GV2669  USGS QUAD   -  BON AIR (1994)
 GV2669
 GV2669                         *CURRENT SURVEY CONTROL
 GV2669  ___________________________________________________________________
 GV2669* NAD 83(1986)-  37 32 39.     (N)    077 33 27.     (W)     SCALED    
 GV2669* NAVD 88     -        67.229  (meters)     220.57   (feet)  ADJUSTED  
 GV2669  ___________________________________________________________________
 GV2669  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV2669  DYNAMIC HT  -          67.182 (meters)     220.41  (feet)  COMP
 GV2669  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GV2669
 GV2669  VERT ORDER  -  SECOND    CLASS 0
 GV2669
 GV2669.The horizontal coordinates were scaled from a topographic map and have
 GV2669.an estimated accuracy of +/- 6 seconds.
 GV2669
 GV2669.The orthometric height was determined by differential leveling
 GV2669.and adjusted by the National Geodetic Survey in June 1991..
 GV2669
 GV2669.The geoid height was determined by GEOID03.
 GV2669
 GV2669.The dynamic height is computed by dividing the NAVD 88
 GV2669.geopotential number by the normal gravity value computed on the
 GV2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2669.degrees latitude (g = 980.6199 gals.).
 GV2669
 GV2669.The modeled gravity was interpolated from observed gravity values.
 GV2669
 GV2669;                    North         East    Units  Estimated Accuracy
 GV2669;SPC VA S     - 1,134,790.    3,583,290.      MT  (+/- 180 meters Scaled)
 GV2669
 GV2669                          SUPERSEDED SURVEY CONTROL
 GV2669
 GV2669  NGVD 29 (??/??/??)   67.544  (m)          221.60   (f) ADJUSTED    2 0
 GV2669
 GV2669.Superseded values are not recommended for survey control.
 GV2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2669.See file dsdata.txt to determine how the superseded data were derived.
 GV2669
 GV2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG740583(NAD 83)
 GV2669_MARKER: DD = SURVEY DISK
 GV2669_SETTING: 0 = UNSPECIFIED SETTING
 GV2669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2669
 GV2669  HISTORY     - Date     Condition        Report By
 GV2669  HISTORY     - UNK      MONUMENTED       VA2060
 GV2669  HISTORY     - 1972     GOOD             NGS
 GV2669  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 GV2669  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2669
 GV2669                          STATION DESCRIPTION
 GV2669
 GV2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2669'AT RICHMOND.
 GV2669'LOCATED IN THE CENTER UNDERNEATH THE THIRD TRANSMISSION POWER VEPCO
 GV2669'TOWER NO. 8656 NORTHWEST OF HUGUENOT ROAD.
 GV2669
 GV2669                          STATION RECOVERY (2000)
 GV2669
 GV2669'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2669'MARK NOT FOUND.
 GV2669
 GV2669                          STATION RECOVERY (2004)
 GV2669
 GV2669'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2627 ***********************************************************************
 GV2627  DESIGNATION -  644 C OF R
 GV2627  PID         -  GV2627
 GV2627  STATE/COUNTY-  VA/CHESTERFIELD
 GV2627  USGS QUAD   -  BON AIR (1994)
 GV2627
 GV2627                         *CURRENT SURVEY CONTROL
 GV2627  ___________________________________________________________________
 GV2627* NAD 83(1986)-  37 31 29.     (N)    077 30 53.     (W)     SCALED    
 GV2627* NAVD 88     -        62.951  (meters)     206.53   (feet)  ADJUSTED  
 GV2627  ___________________________________________________________________
 GV2627  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2627  DYNAMIC HT  -          62.907 (meters)     206.39  (feet)  COMP
 GV2627  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 GV2627
 GV2627  VERT ORDER  -  SECOND    CLASS 0
 GV2627
 GV2627.The horizontal coordinates were scaled from a topographic map and have
 GV2627.an estimated accuracy of +/- 6 seconds.
 GV2627
 GV2627.The orthometric height was determined by differential leveling
 GV2627.and adjusted by the National Geodetic Survey in June 1991..
 GV2627
 GV2627.The geoid height was determined by GEOID03.
 GV2627
 GV2627.The dynamic height is computed by dividing the NAVD 88
 GV2627.geopotential number by the normal gravity value computed on the
 GV2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2627.degrees latitude (g = 980.6199 gals.).
 GV2627
 GV2627.The modeled gravity was interpolated from observed gravity values.
 GV2627
 GV2627;                    North         East    Units  Estimated Accuracy
 GV2627;SPC VA S     - 1,132,670.    3,587,090.      MT  (+/- 180 meters Scaled)
 GV2627
 GV2627                          SUPERSEDED SURVEY CONTROL
 GV2627
 GV2627  NGVD 29 (??/??/??)   63.265  (m)          207.56   (f) ADJUSTED    2 0
 GV2627
 GV2627.Superseded values are not recommended for survey control.
 GV2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2627.See file dsdata.txt to determine how the superseded data were derived.
 GV2627
 GV2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG777560(NAD 83)
 GV2627_MARKER: DD = SURVEY DISK
 GV2627_SETTING: 0 = UNSPECIFIED SETTING
 GV2627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2627
 GV2627  HISTORY     - Date     Condition        Report By
 GV2627  HISTORY     - UNK      MONUMENTED       VA2060
 GV2627  HISTORY     - 1972     GOOD             NGS
 GV2627  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2627  HISTORY     - 1990     GOOD             USPSQD
 GV2627  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2627  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2627
 GV2627                          STATION DESCRIPTION
 GV2627
 GV2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2627'AT RICHMOND.
 GV2627'32 FEET SOUTHEAST OF THE CENTERLINE OF HAGUEMAN DRIVE, 16.5
 GV2627'FEET SOUTHWEST OF THE CENTERLINE OF BLAKEMORE ROAD, 80 FEET
 GV2627'NORTHWEST OF VEPCO POLE NO. 23620, 69 FEET NORTHWEST OF A 1.1
 GV2627'FEET OAK, 38.5 FEET SOUTH OF A SEWER MANHOLE, 77 FEET
 GV2627'SOUTHEAST OF A FIRE HYDRANT WEST OF BLAKEMORE ROAD.
 GV2627
 GV2627                          STATION RECOVERY (1989)
 GV2627
 GV2627'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2627'MARK NOT FOUND.
 GV2627
 GV2627                          STATION RECOVERY (1990)
 GV2627
 GV2627'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2627'RECOVERED IN GOOD CONDITION.
 GV2627
 GV2627                          STATION RECOVERY (2000)
 GV2627
 GV2627'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2627'MARK NOT FOUND.
 GV2627
 GV2627                          STATION RECOVERY (2004)
 GV2627
 GV2627'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3810 ***********************************************************************
 HV3810  DESIGNATION -  644.8 USGS
 HV3810  PID         -  HV3810
 HV3810  STATE/COUNTY-  VA/FAUQUIER
 HV3810  USGS QUAD   -  WARRENTON (1978)
 HV3810
 HV3810                         *CURRENT SURVEY CONTROL
 HV3810  ___________________________________________________________________
 HV3810* NAD 83(1986)-  38 42 49.     (N)    077 47 44.     (W)     SCALED    
 HV3810* NAVD 88     -       196.271  (meters)     643.93   (feet)  ADJUSTED  
 HV3810  ___________________________________________________________________
 HV3810  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV3810  DYNAMIC HT  -         196.156 (meters)     643.56  (feet)  COMP
 HV3810  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 HV3810
 HV3810  VERT ORDER  -  SECOND    CLASS 0
 HV3810
 HV3810.The horizontal coordinates were scaled from a topographic map and have
 HV3810.an estimated accuracy of +/- 6 seconds.
 HV3810
 HV3810.The orthometric height was determined by differential leveling
 HV3810.and adjusted by the National Geodetic Survey in June 1991..
 HV3810
 HV3810.The geoid height was determined by GEOID03.
 HV3810
 HV3810.The dynamic height is computed by dividing the NAVD 88
 HV3810.geopotential number by the normal gravity value computed on the
 HV3810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3810.degrees latitude (g = 980.6199 gals.).
 HV3810
 HV3810.The modeled gravity was interpolated from observed gravity values.
 HV3810
 HV3810;                    North         East    Units  Estimated Accuracy
 HV3810;SPC VA N     - 2,116,450.    3,561,270.      MT  (+/- 180 meters Scaled)
 HV3810
 HV3810                          SUPERSEDED SURVEY CONTROL
 HV3810
 HV3810  NGVD 29 (??/??/??)  196.497  (m)          644.67   (f) ADJUSTED    2 0
 HV3810
 HV3810.Superseded values are not recommended for survey control.
 HV3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3810.See file dsdata.txt to determine how the superseded data were derived.
 HV3810
 HV3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH569887(NAD 83)
 HV3810_MARKER: Q = CHISELED SQUARE
 HV3810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3810_SP_SET: TURN SIGN CON BASE
 HV3810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3810
 HV3810  HISTORY     - Date     Condition        Report By
 HV3810  HISTORY     - UNK      MONUMENTED       USGS
 HV3810  HISTORY     - 1941     GOOD             CGS
 HV3810  HISTORY     - 1941     GOOD             CGS
 HV3810
 HV3810                          STATION DESCRIPTION
 HV3810
 HV3810'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3810'AT WARRENTON.
 HV3810'AT WARRENTON, FAUQUIER COUNTY, AT THE CROSSING OF U.S. HIGHWAYS
 HV3810'211 AND 15, IN FRONT OF THE COUNTY COURTHOUSE, AND ON THE
 HV3810'TOP OF THE CONCRETE BASE OF A TURN SIGN.  A CHISELED SQUARE,
 HV3810'MARKED 644.8.
 HV3810
 HV3810                          STATION RECOVERY (1941)
 HV3810
 HV3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2628 ***********************************************************************
 GV2628  DESIGNATION -  645 C OF R
 GV2628  PID         -  GV2628
 GV2628  STATE/COUNTY-  VA/CHESTERFIELD
 GV2628  USGS QUAD   -  BON AIR (1994)
 GV2628
 GV2628                         *CURRENT SURVEY CONTROL
 GV2628  ___________________________________________________________________
 GV2628* NAD 83(1986)-  37 31 37.     (N)    077 30 41.     (W)     SCALED    
 GV2628* NAVD 88     -        59.320  (meters)     194.62   (feet)  ADJUSTED  
 GV2628  ___________________________________________________________________
 GV2628  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV2628  DYNAMIC HT  -          59.279 (meters)     194.48  (feet)  COMP
 GV2628  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV2628
 GV2628  VERT ORDER  -  SECOND    CLASS 0
 GV2628
 GV2628.The horizontal coordinates were scaled from a topographic map and have
 GV2628.an estimated accuracy of +/- 6 seconds.
 GV2628
 GV2628.The orthometric height was determined by differential leveling
 GV2628.and adjusted by the National Geodetic Survey in June 1991..
 GV2628
 GV2628.The geoid height was determined by GEOID03.
 GV2628
 GV2628.The dynamic height is computed by dividing the NAVD 88
 GV2628.geopotential number by the normal gravity value computed on the
 GV2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2628.degrees latitude (g = 980.6199 gals.).
 GV2628
 GV2628.The modeled gravity was interpolated from observed gravity values.
 GV2628
 GV2628;                    North         East    Units  Estimated Accuracy
 GV2628;SPC VA S     - 1,132,920.    3,587,380.      MT  (+/- 180 meters Scaled)
 GV2628
 GV2628                          SUPERSEDED SURVEY CONTROL
 GV2628
 GV2628  NGVD 29 (??/??/??)   59.635  (m)          195.65   (f) ADJUSTED    2 0
 GV2628
 GV2628.Superseded values are not recommended for survey control.
 GV2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2628.See file dsdata.txt to determine how the superseded data were derived.
 GV2628
 GV2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780562(NAD 83)
 GV2628_MARKER: DD = SURVEY DISK
 GV2628_SETTING: 0 = UNSPECIFIED SETTING
 GV2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2628+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2628
 GV2628  HISTORY     - Date     Condition        Report By
 GV2628  HISTORY     - UNK      MONUMENTED       VA2060
 GV2628  HISTORY     - 1972     GOOD             NGS
 GV2628  HISTORY     - 1989     GOOD             USPSQD
 GV2628  HISTORY     - 1990     GOOD             USPSQD
 GV2628  HISTORY     - 20000224 GOOD             USPSQD
 GV2628  HISTORY     - 20041109 GOOD             USPSQD
 GV2628
 GV2628                          STATION DESCRIPTION
 GV2628
 GV2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2628'AT RICHMOND.
 GV2628'19 FEET NORTHWEST OF THE CENTERLINE OF KIMBERLY CIRCLE, 28
 GV2628'FEET NORTHEAST OF THE CENTERLINE OF CEDARHURST DRIVE, 51.5 FEET
 GV2628'SOUTHEAST OF THE EAST EDGE OF CONCRETE SIDEWALK, 57 FEET SOUTH
 GV2628'OF THE SOUTHEAST CORNER OF A ONE-STORY BRICK HOUSE NO. 1901
 GV2628'CEDARHURST DRIVE, 72 FEET NORTH OF A FIRE HYDRANT SOUTH OF
 GV2628'CEDARHURST DRIVE.
 GV2628
 GV2628                          STATION RECOVERY (1989)
 GV2628
 GV2628'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2628'RECOVERED IN GOOD CONDITION.
 GV2628
 GV2628                          STATION RECOVERY (1990)
 GV2628
 GV2628'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2628'RECOVERED IN GOOD CONDITION.
 GV2628
 GV2628                          STATION RECOVERY (2000)
 GV2628
 GV2628'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2628'RECOVERED IN GOOD CONDITION.
 GV2628
 GV2628                          STATION RECOVERY (2004)
 GV2628
 GV2628'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1021 ***********************************************************************
 GW1021  DESIGNATION -  645.5
 GW1021  PID         -  GW1021
 GW1021  STATE/COUNTY-  VA/AMHERST
 GW1021  USGS QUAD   -  PINEY RIVER (1984)
 GW1021
 GW1021                         *CURRENT SURVEY CONTROL
 GW1021  ___________________________________________________________________
 GW1021* NAD 83(1986)-  37 39 24.     (N)    079 00 41.     (W)     SCALED    
 GW1021* NAVD 88     -       196.509  (meters)     644.71   (feet)  ADJUSTED  
 GW1021  ___________________________________________________________________
 GW1021  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW1021  DYNAMIC HT  -         196.364 (meters)     644.24  (feet)  COMP
 GW1021  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 GW1021
 GW1021  VERT ORDER  -  SECOND    CLASS 0
 GW1021
 GW1021.The horizontal coordinates were scaled from a topographic map and have
 GW1021.an estimated accuracy of +/- 6 seconds.
 GW1021
 GW1021.The orthometric height was determined by differential leveling
 GW1021.and adjusted by the National Geodetic Survey in June 1991..
 GW1021
 GW1021.The geoid height was determined by GEOID03.
 GW1021
 GW1021.The dynamic height is computed by dividing the NAVD 88
 GW1021.geopotential number by the normal gravity value computed on the
 GW1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1021.degrees latitude (g = 980.6199 gals.).
 GW1021
 GW1021.The modeled gravity was interpolated from observed gravity values.
 GW1021
 GW1021;                    North         East    Units  Estimated Accuracy
 GW1021;SPC VA S     - 1,146,980.    3,454,880.      MT  (+/- 180 meters Scaled)
 GW1021
 GW1021                          SUPERSEDED SURVEY CONTROL
 GW1021
 GW1021  NGVD 29 (??/??/92)  196.719  (m)          645.40   (f) ADJ UNCH    2 0
 GW1021
 GW1021.Superseded values are not recommended for survey control.
 GW1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1021.See file dsdata.txt to determine how the superseded data were derived.
 GW1021
 GW1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB754695(NAD 83)
 GW1021_MARKER: Q = CHISELED SQUARE
 GW1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1021_SP_SET: CULVERT
 GW1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1021
 GW1021  HISTORY     - Date     Condition        Report By
 GW1021  HISTORY     - UNK      MONUMENTED       USGS
 GW1021  HISTORY     - 1935     GOOD             NGS
 GW1021
 GW1021                          STATION DESCRIPTION
 GW1021
 GW1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1021'1.1 MI N FROM CLIFFORD.
 GW1021'1.1 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF STATE
 GW1021'HIGHWAY 610 AT CLIFFORD, 200 FEET SOUTHWEST OF THE CENTER OF
 GW1021'THE JUNCTION OF A ROAD LEADING EAST TO A HOUSE, 10 FEET SOUTHEAST
 GW1021'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE CONCRETE
 GW1021'GUARD RAIL AT THE SOUTHWEST END OF A LARGE CONCRETE CULVERT, AND
 GW1021'ABOUT 1-1/2-FEET HIGHER THAN THE ROADWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2630 ***********************************************************************
 GV2630  DESIGNATION -  646 C OF R
 GV2630  PID         -  GV2630
 GV2630  STATE/COUNTY-  VA/CHESTERFIELD
 GV2630  USGS QUAD   -  BON AIR (1994)
 GV2630
 GV2630                         *CURRENT SURVEY CONTROL
 GV2630  ___________________________________________________________________
 GV2630* NAD 83(1986)-  37 31 41.     (N)    077 31 13.     (W)     SCALED    
 GV2630* NAVD 88     -        41.190  (meters)     135.14   (feet)  ADJUSTED  
 GV2630  ___________________________________________________________________
 GV2630  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2630  DYNAMIC HT  -          41.162 (meters)     135.05  (feet)  COMP
 GV2630  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV2630
 GV2630  VERT ORDER  -  SECOND    CLASS 0
 GV2630
 GV2630.The horizontal coordinates were scaled from a topographic map and have
 GV2630.an estimated accuracy of +/- 6 seconds.
 GV2630
 GV2630.The orthometric height was determined by differential leveling
 GV2630.and adjusted by the National Geodetic Survey in June 1991..
 GV2630
 GV2630.The geoid height was determined by GEOID03.
 GV2630
 GV2630.The dynamic height is computed by dividing the NAVD 88
 GV2630.geopotential number by the normal gravity value computed on the
 GV2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2630.degrees latitude (g = 980.6199 gals.).
 GV2630
 GV2630.The modeled gravity was interpolated from observed gravity values.
 GV2630
 GV2630;                    North         East    Units  Estimated Accuracy
 GV2630;SPC VA S     - 1,133,030.    3,586,590.      MT  (+/- 180 meters Scaled)
 GV2630
 GV2630                          SUPERSEDED SURVEY CONTROL
 GV2630
 GV2630  NGVD 29 (??/??/??)   41.505  (m)          136.17   (f) ADJUSTED    2 0
 GV2630
 GV2630.Superseded values are not recommended for survey control.
 GV2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2630.See file dsdata.txt to determine how the superseded data were derived.
 GV2630
 GV2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG772564(NAD 83)
 GV2630_MARKER: DD = SURVEY DISK
 GV2630_SETTING: 0 = UNSPECIFIED SETTING
 GV2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2630+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2630
 GV2630  HISTORY     - Date     Condition        Report By
 GV2630  HISTORY     - UNK      MONUMENTED       VA2060
 GV2630  HISTORY     - 1972     GOOD             NGS
 GV2630  HISTORY     - 1987     GOOD             USPSQD
 GV2630  HISTORY     - 20000224 GOOD             USPSQD
 GV2630  HISTORY     - 20041109 GOOD             USPSQD
 GV2630
 GV2630                          STATION DESCRIPTION
 GV2630
 GV2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2630'AT RICHMOND.
 GV2630'34 FEET NORTHEAST OF THE CENTERLINE OF GLENCOVE LANE, 27 FEET
 GV2630'SOUTHEAST OF THE CENTERLINE OF GREENVALE DRIVE, 54.5 FEET
 GV2630'SOUTHWEST OF A TELEPHONE POLE NO. 6554F, 43.5 FEET SOUTHEAST
 GV2630'OF THE EAST END OF GUARD RAIL ON THE NORTH LINE OF GREENVALE
 GV2630'DRIVE, 67 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE PORCH
 GV2630'OF HOUSE NO. 6665 GREENVALE DRIVE, 64 FEET NORTHWEST OF THE
 GV2630'NORTHWEST CORNER OF THE PORCH OF HOUSE NO. 6665 GREENVALE
 GV2630'DRIVE.
 GV2630
 GV2630                          STATION RECOVERY (1987)
 GV2630
 GV2630'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAB)
 GV2630'RECOVERED IN GOOD CONDITION.
 GV2630
 GV2630                          STATION RECOVERY (2000)
 GV2630
 GV2630'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2630'RECOVERED IN GOOD CONDITION.
 GV2630
 GV2630                          STATION RECOVERY (2004)
 GV2630
 GV2630'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2636 ***********************************************************************
 GV2636  DESIGNATION -  647 C OF R
 GV2636  PID         -  GV2636
 GV2636  STATE/COUNTY-  VA/CHESTERFIELD
 GV2636  USGS QUAD   -  BON AIR (1994)
 GV2636
 GV2636                         *CURRENT SURVEY CONTROL
 GV2636  ___________________________________________________________________
 GV2636* NAD 83(1986)-  37 30 58.     (N)    077 30 43.     (W)     SCALED    
 GV2636* NAVD 88     -        73.037  (meters)     239.62   (feet)  ADJUSTED  
 GV2636  ___________________________________________________________________
 GV2636  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2636  DYNAMIC HT  -          72.986 (meters)     239.45  (feet)  COMP
 GV2636  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 GV2636
 GV2636  VERT ORDER  -  SECOND    CLASS 0
 GV2636
 GV2636.The horizontal coordinates were scaled from a topographic map and have
 GV2636.an estimated accuracy of +/- 6 seconds.
 GV2636
 GV2636.The orthometric height was determined by differential leveling
 GV2636.and adjusted by the National Geodetic Survey in June 1991..
 GV2636
 GV2636.The geoid height was determined by GEOID03.
 GV2636
 GV2636.The dynamic height is computed by dividing the NAVD 88
 GV2636.geopotential number by the normal gravity value computed on the
 GV2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2636.degrees latitude (g = 980.6199 gals.).
 GV2636
 GV2636.The modeled gravity was interpolated from observed gravity values.
 GV2636
 GV2636;                    North         East    Units  Estimated Accuracy
 GV2636;SPC VA S     - 1,131,720.    3,587,340.      MT  (+/- 180 meters Scaled)
 GV2636
 GV2636                          SUPERSEDED SURVEY CONTROL
 GV2636
 GV2636  NGVD 29 (??/??/??)   73.351  (m)          240.65   (f) ADJUSTED    2 0
 GV2636
 GV2636.Superseded values are not recommended for survey control.
 GV2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2636.See file dsdata.txt to determine how the superseded data were derived.
 GV2636
 GV2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG779550(NAD 83)
 GV2636_MARKER: DD = SURVEY DISK
 GV2636_SETTING: 0 = UNSPECIFIED SETTING
 GV2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2636
 GV2636  HISTORY     - Date     Condition        Report By
 GV2636  HISTORY     - UNK      MONUMENTED       VA2060
 GV2636  HISTORY     - 1972     GOOD             NGS
 GV2636  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2636  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2636  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2636
 GV2636                          STATION DESCRIPTION
 GV2636
 GV2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2636'AT RICHMOND.
 GV2636'18.5 FEET SOUTHEAST OF THE CENTERLINE OF GLENWAY DRIVE, 37.5
 GV2636'FEET SOUTHWEST OF THE CENTERLINE OF GERMAN SCHOOL ROAD, 5
 GV2636'FEET NORTH OF VEPCO POLE NO. RL05, 71.5 FEET WEST OF THE SOUTHWEST
 GV2636'CORNER OF A RESTUARANT, 89 FEET SOUTHWEST OF THE NORTHWEST
 GV2636'CORNER OF THE SAME RESTUARANT, 80 FEET SOUTHEAST OF A 2.5 FEET
 GV2636'TWIN OAK.
 GV2636
 GV2636                          STATION RECOVERY (1989)
 GV2636
 GV2636'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2636'MARK NOT FOUND.
 GV2636
 GV2636                          STATION RECOVERY (2000)
 GV2636
 GV2636'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2636'MARK NOT FOUND.
 GV2636
 GV2636                          STATION RECOVERY (2004)
 GV2636
 GV2636'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2619 ***********************************************************************
 GV2619  DESIGNATION -  648 C OF R
 GV2619  PID         -  GV2619
 GV2619  STATE/COUNTY-  VA/CHESTERFIELD
 GV2619  USGS QUAD   -  BON AIR (1994)
 GV2619
 GV2619                         *CURRENT SURVEY CONTROL
 GV2619  ___________________________________________________________________
 GV2619* NAD 83(1986)-  37 30 07.     (N)    077 31 23.     (W)     SCALED    
 GV2619* NAVD 88     -        78.188  (meters)     256.52   (feet)  ADJUSTED  
 GV2619  ___________________________________________________________________
 GV2619  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2619  DYNAMIC HT  -          78.133 (meters)     256.34  (feet)  COMP
 GV2619  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 GV2619
 GV2619  VERT ORDER  -  SECOND    CLASS 0
 GV2619
 GV2619.The horizontal coordinates were scaled from a topographic map and have
 GV2619.an estimated accuracy of +/- 6 seconds.
 GV2619
 GV2619.The orthometric height was determined by differential leveling
 GV2619.and adjusted by the National Geodetic Survey in June 1991..
 GV2619
 GV2619.The geoid height was determined by GEOID03.
 GV2619
 GV2619.The dynamic height is computed by dividing the NAVD 88
 GV2619.geopotential number by the normal gravity value computed on the
 GV2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2619.degrees latitude (g = 980.6199 gals.).
 GV2619
 GV2619.The modeled gravity was interpolated from observed gravity values.
 GV2619
 GV2619;                    North         East    Units  Estimated Accuracy
 GV2619;SPC VA S     - 1,130,130.    3,586,380.      MT  (+/- 180 meters Scaled)
 GV2619
 GV2619                          SUPERSEDED SURVEY CONTROL
 GV2619
 GV2619  NGVD 29 (??/??/??)   78.501  (m)          257.55   (f) ADJUSTED    2 0
 GV2619
 GV2619.Superseded values are not recommended for survey control.
 GV2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2619.See file dsdata.txt to determine how the superseded data were derived.
 GV2619
 GV2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG769535(NAD 83)
 GV2619_MARKER: DD = SURVEY DISK
 GV2619_SETTING: 0 = UNSPECIFIED SETTING
 GV2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2619
 GV2619  HISTORY     - Date     Condition        Report By
 GV2619  HISTORY     - UNK      MONUMENTED       VA2060
 GV2619  HISTORY     - 1972     GOOD             NGS
 GV2619  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2619  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2619  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2619
 GV2619                          STATION DESCRIPTION
 GV2619
 GV2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2619'AT RICHMOND.
 GV2619'16 FEET EAST OF THE CENTERLINE OF WYCK STREET, 34 FEET NORTH
 GV2619'OF THE CENTERLINE OF THE WEST BOUND LANES OF RT. 60, 3 FEET
 GV2619'EAST OF THE CURB ON THE EAST LINE OF WYCK STREET, 18 FEET SOUTH
 GV2619'OF VEPCO POLE NO. KB74, 16 FEET NORTH OF THE CURB ON THE NORTH
 GV2619'LINE OF RT. 60.
 GV2619
 GV2619                          STATION RECOVERY (1989)
 GV2619
 GV2619'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2619'MARK NOT FOUND.
 GV2619
 GV2619                          STATION RECOVERY (2000)
 GV2619
 GV2619'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2619'MARK NOT FOUND.
 GV2619
 GV2619                          STATION RECOVERY (2004)
 GV2619
 GV2619'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1022 ***********************************************************************
 GW1022  DESIGNATION -  649
 GW1022  PID         -  GW1022
 GW1022  STATE/COUNTY-  VA/AMHERST
 GW1022  USGS QUAD   -  PINEY RIVER (1984)
 GW1022
 GW1022                         *CURRENT SURVEY CONTROL
 GW1022  ___________________________________________________________________
 GW1022* NAD 83(1986)-  37 39 48.     (N)    079 00 39.     (W)     SCALED    
 GW1022* NAVD 88     -       197.706  (meters)     648.64   (feet)  ADJUSTED  
 GW1022  ___________________________________________________________________
 GW1022  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW1022  DYNAMIC HT  -         197.560 (meters)     648.16  (feet)  COMP
 GW1022  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 GW1022
 GW1022  VERT ORDER  -  SECOND    CLASS 0
 GW1022
 GW1022.The horizontal coordinates were scaled from a topographic map and have
 GW1022.an estimated accuracy of +/- 6 seconds.
 GW1022
 GW1022.The orthometric height was determined by differential leveling
 GW1022.and adjusted by the National Geodetic Survey in June 1991..
 GW1022
 GW1022.The geoid height was determined by GEOID03.
 GW1022
 GW1022.The dynamic height is computed by dividing the NAVD 88
 GW1022.geopotential number by the normal gravity value computed on the
 GW1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1022.degrees latitude (g = 980.6199 gals.).
 GW1022
 GW1022.The modeled gravity was interpolated from observed gravity values.
 GW1022
 GW1022;                    North         East    Units  Estimated Accuracy
 GW1022;SPC VA S     - 1,147,720.    3,454,930.      MT  (+/- 180 meters Scaled)
 GW1022
 GW1022                          SUPERSEDED SURVEY CONTROL
 GW1022
 GW1022  NGVD 29 (??/??/92)  197.916  (m)          649.33   (f) ADJ UNCH    2 0
 GW1022
 GW1022.Superseded values are not recommended for survey control.
 GW1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1022.See file dsdata.txt to determine how the superseded data were derived.
 GW1022
 GW1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB754703(NAD 83)
 GW1022_MARKER: Z = SEE DESCRIPTION
 GW1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1022_SP_SET: BRIDGE
 GW1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1022
 GW1022  HISTORY     - Date     Condition        Report By
 GW1022  HISTORY     - UNK      MONUMENTED       USGS
 GW1022  HISTORY     - 1935     GOOD             NGS
 GW1022
 GW1022                          STATION DESCRIPTION
 GW1022
 GW1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1022'1.6 MI N FROM CLIFFORD.
 GW1022'1.6 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF STATE
 GW1022'HIGHWAY 610 AT CLIFFORD, 100 FEET NORTH OF A DIRT ROAD LEADING
 GW1022'NORTHWEST ALONG THE FOOT OF A HILL, IN THE TOP OF THE CENTER OF
 GW1022'THE CONCRETE GUARD RAIL OF A CONCRETE BRIDGE, 10 FEET EAST OF THE
 GW1022'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE
 GW1022'ROADWAY.  A PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1323 ***********************************************************************
 GV1323  DESIGNATION -  649 C OF R
 GV1323  PID         -  GV1323
 GV1323  STATE/COUNTY-  VA/CHESTERFIELD
 GV1323  USGS QUAD   -  RICHMOND (1994)
 GV1323
 GV1323                         *CURRENT SURVEY CONTROL
 GV1323  ___________________________________________________________________
 GV1323* NAD 83(1986)-  37 30 55.     (N)    077 29 53.     (W)     SCALED    
 GV1323* NAVD 88     -        69.011  (meters)     226.41   (feet)  ADJUSTED  
 GV1323  ___________________________________________________________________
 GV1323  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV1323  DYNAMIC HT  -          68.963 (meters)     226.26  (feet)  COMP
 GV1323  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 GV1323
 GV1323  VERT ORDER  -  SECOND    CLASS 0
 GV1323
 GV1323.The horizontal coordinates were scaled from a topographic map and have
 GV1323.an estimated accuracy of +/- 6 seconds.
 GV1323
 GV1323.The orthometric height was determined by differential leveling
 GV1323.and adjusted by the National Geodetic Survey in June 1991..
 GV1323
 GV1323.The geoid height was determined by GEOID03.
 GV1323
 GV1323.The dynamic height is computed by dividing the NAVD 88
 GV1323.geopotential number by the normal gravity value computed on the
 GV1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1323.degrees latitude (g = 980.6199 gals.).
 GV1323
 GV1323.The modeled gravity was interpolated from observed gravity values.
 GV1323
 GV1323;                    North         East    Units  Estimated Accuracy
 GV1323;SPC VA S     - 1,131,640.    3,588,570.      MT  (+/- 180 meters Scaled)
 GV1323
 GV1323                          SUPERSEDED SURVEY CONTROL
 GV1323
 GV1323  NGVD 29 (??/??/??)   69.325  (m)          227.44   (f) ADJUSTED    2 0
 GV1323
 GV1323.Superseded values are not recommended for survey control.
 GV1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1323.See file dsdata.txt to determine how the superseded data were derived.
 GV1323
 GV1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG792549(NAD 83)
 GV1323_MARKER: DD = SURVEY DISK
 GV1323_SETTING: 0 = UNSPECIFIED SETTING
 GV1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1323+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1323
 GV1323  HISTORY     - Date     Condition        Report By
 GV1323  HISTORY     - UNK      MONUMENTED       VA2060
 GV1323  HISTORY     - 1972     GOOD             NGS
 GV1323  HISTORY     - 20000223 GOOD             USPSQD
 GV1323  HISTORY     - 20041023 GOOD             USPSQD
 GV1323
 GV1323                          STATION DESCRIPTION
 GV1323
 GV1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1323'AT RICHMOND.
 GV1323'17.5 FEET WEST OF THE CENTERLINE OF BYSWICK LANE, 22 FEET NORTH
 GV1323'OF THE CENTERLINE OF BASSETT AVENUE, 46 FEET NORTH OF VEPCO
 GV1323'POLE NO. BK09, 8 FEET NORTHEAST OF A 1 FOOT FRUIT TREE, 27 FEET
 GV1323'NORTHWEST OF A SEWER MANHOLE, 36 FEET SOUTHWEST OF A FIRE HYDRANT
 GV1323'EAST OF BYSWICK LANE.
 GV1323
 GV1323                          STATION RECOVERY (2000)
 GV1323
 GV1323'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1323'RECOVERED IN GOOD CONDITION.
 GV1323
 GV1323                          STATION RECOVERY (2004)
 GV1323
 GV1323'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8106 ***********************************************************************
 HV8106  DESIGNATION -  65 AFK USGS
 HV8106  PID         -  HV8106
 HV8106  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8106  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV8106
 HV8106                         *CURRENT SURVEY CONTROL
 HV8106  ___________________________________________________________________
 HV8106* NAD 83(1986)-  38 18 41.     (N)    077 40 15.     (W)     SCALED    
 HV8106* NAVD 88     -        95.639  (meters)     313.78   (feet)  ADJUSTED  
 HV8106  ___________________________________________________________________
 HV8106  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV8106  DYNAMIC HT  -          95.579 (meters)     313.58  (feet)  COMP
 HV8106  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 HV8106
 HV8106  VERT ORDER  -  FIRST     CLASS II
 HV8106
 HV8106.The horizontal coordinates were scaled from a topographic map and have
 HV8106.an estimated accuracy of +/- 6 seconds.
 HV8106
 HV8106.The orthometric height was determined by differential leveling
 HV8106.and adjusted by the National Geodetic Survey in June 1991..
 HV8106
 HV8106.The geoid height was determined by GEOID03.
 HV8106
 HV8106.The dynamic height is computed by dividing the NAVD 88
 HV8106.geopotential number by the normal gravity value computed on the
 HV8106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8106.degrees latitude (g = 980.6199 gals.).
 HV8106
 HV8106.The modeled gravity was interpolated from observed gravity values.
 HV8106
 HV8106;                    North         East    Units  Estimated Accuracy
 HV8106;SPC VA N     - 2,071,890.    3,572,520.      MT  (+/- 180 meters Scaled)
 HV8106
 HV8106                          SUPERSEDED SURVEY CONTROL
 HV8106
 HV8106.No superseded survey control is available for this station.
 HV8106
 HV8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH664437(NAD 83)
 HV8106_MARKER: DD = SURVEY DISK
 HV8106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV8106+WITH SETTING: PAVEMENT
 HV8106_SP_SET: WELL FOUNDATION
 HV8106_STAMPING: 65 AFK 1964 315
 HV8106_MARK LOGO: USGS  
 HV8106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8106+STABILITY: SURFACE MOTION
 HV8106
 HV8106  HISTORY     - Date     Condition        Report By
 HV8106  HISTORY     - 1964     MONUMENTED       USGS
 HV8106  HISTORY     - 1984     GOOD             NGS
 HV8106  HISTORY     - 19950219 GOOD             USPSQD
 HV8106  HISTORY     - 19981112 GOOD             USPSQD
 HV8106
 HV8106                          STATION DESCRIPTION
 HV8106
 HV8106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8106'3.4 KM (2.1 MI) NW FROM CHANCELLORSVILLE.
 HV8106'3.4 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HV8106'SECONDARY STATE HIGHWAY 610 IN CHANCELLORSVILLE TO THE MARK ON THE
 HV8106'RIGHT, AT THE WILDERNESS BAPTIST CHURCH, IN TOP OF THE NORTHWEST
 HV8106'CORNER OF A CONCRETE WELL FOUNDATION, 5.85 METERS (19.2 FT) NORTHWEST
 HV8106'OF THE CONCRETE STEPS TO THE CHURCH ENTRANCE, 5.03 METERS (16.5 FT)
 HV8106'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 HV8106'THE MARK IS 0.24 M ABOVE GROUND LEVEL.
 HV8106
 HV8106                          STATION RECOVERY (1995)
 HV8106
 HV8106'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8106'RECOVERED IN GOOD CONDITION.
 HV8106
 HV8106                          STATION RECOVERY (1998)
 HV8106
 HV8106'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5790 ***********************************************************************
 GV5790  DESIGNATION -  65 C OF R 1972
 GV5790  PID         -  GV5790
 GV5790  STATE/COUNTY-  VA/C OF RICHMOND
 GV5790  USGS QUAD   -  BON AIR (1994)
 GV5790
 GV5790                         *CURRENT SURVEY CONTROL
 GV5790  ___________________________________________________________________
 GV5790* NAD 83(1993)-  37 33 22.24681(N)    077 32 41.19041(W)     ADJUSTED  
 GV5790* NAVD 88     -        52.45   (+/-2cm)     172.1    (feet)  VERTCON   
 GV5790  ___________________________________________________________________
 GV5790  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 GV5790  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV5790
 GV5790  HORZ ORDER  -  SECOND
 GV5790  VERT ORDER  -  THIRD ? (See Below)
 GV5790
 GV5790.The horizontal coordinates were established by classical geodetic methods
 GV5790.and adjusted by the National Geodetic Survey in November 1994..
 GV5790
 GV5790.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5790.The vertical order pertains to the NGVD 29 superseded value.
 GV5790
 GV5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5790
 GV5790.The geoid height was determined by GEOID03.
 GV5790
 GV5790;                    North         East     Units Scale Factor Converg.
 GV5790;SPC VA S     - 1,136,133.156 3,584,397.270   MT  0.99995081   +0 34 47.1
 GV5790;SPC VA S     - 3,727,463.53 11,759,810.04   sFT  0.99995081   +0 34 47.1
 GV5790;UTM  18      - 4,159,617.955   275,216.601   MT  1.00022242   -1 33 06.4
 GV5790
 GV5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5790!SPC VA S     -   0.99999692  x   0.99995081  =   0.99994773
 GV5790!UTM  18      -   0.99999692  x   1.00022242  =   1.00021934
 GV5790
 GV5790:                Primary Azimuth Mark                     Grid Az
 GV5790:SPC VA S     -  64                                       007 33 20.6
 GV5790:UTM  18      -  64                                       009 41 14.1
 GV5790
 GV5790|---------------------------------------------------------------------|
 GV5790| PID    Reference Object                     Distance      Geod. Az  |
 GV5790|                                                           dddmmss.s |
 GV5790| GV5784 64                                  APPROX. 0.9 KM 0080807.7 |
 GV5790| GV5796 66 C OF R 1972                      APPROX. 0.6 KM 2164329.0 |
 GV5790|---------------------------------------------------------------------|
 GV5790
 GV5790                          SUPERSEDED SURVEY CONTROL
 GV5790
 GV5790  NAD 83(1986)-  37 33 22.25298(N)    077 32 41.20758(W) AD(       ) 2
 GV5790  NAD 27      -  37 33 21.72420(N)    077 32 42.25742(W) AD(       ) 2
 GV5790  NGVD 29 (07/19/86)   52.76   (m)          173.1    (f) LEVELING    3  
 GV5790
 GV5790.Superseded values are not recommended for survey control.
 GV5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5790.See file dsdata.txt to determine how the superseded data were derived.
 GV5790
 GV5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7521759618(NAD 83)
 GV5790_MARKER: Z = SEE DESCRIPTION
 GV5790_SETTING: 0 = UNSPECIFIED SETTING
 GV5790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5790+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5790
 GV5790  HISTORY     - Date     Condition        Report By
 GV5790  HISTORY     - 1972     MONUMENTED       VA2060
 GV5790  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5790  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5790  HISTORY     - 20031108 GOOD             USPSQD
 GV5790  HISTORY     - 20050211 GOOD             USPSQD
 GV5790
 GV5790                          STATION DESCRIPTION
 GV5790
 GV5790'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5790'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5790'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5790'THENCE NORTHEAST ON HUGUENOT RD. 1.50 MILES TO POINT NO. 65.
 GV5790'
 GV5790'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5790'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5790'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5790'ABOUT 8 INCHES BELOW GROUND, LOCATED ON EAST SIDE OF HUGUENOT RD.
 GV5790'
 GV5790'39.0 FEET E. OF E. P. OF HUGUENOT RD., 46.6 FEET N. E. VDH MON., 48.0
 GV5790'FEET S. W. OF VDH MON.
 GV5790'
 GV5790'NEAREST TOWN--RICHMOND.
 GV5790
 GV5790                          STATION RECOVERY (1995)
 GV5790
 GV5790'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5790'MARK NOT FOUND.
 GV5790
 GV5790                          STATION RECOVERY (1999)
 GV5790
 GV5790'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5790'MARK NOT FOUND.
 GV5790
 GV5790                          STATION RECOVERY (2003)
 GV5790
 GV5790'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5790'RECOVERED IN GOOD CONDITION.
 GV5790
 GV5790                          STATION RECOVERY (2005)
 GV5790
 GV5790'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1302 ***********************************************************************
 GV1302  DESIGNATION -  65 D USGS RESET
 GV1302  PID         -  GV1302
 GV1302  STATE/COUNTY-  VA/HANOVER
 GV1302  USGS QUAD   -  ASHLAND (1985)
 GV1302
 GV1302                         *CURRENT SURVEY CONTROL
 GV1302  ___________________________________________________________________
 GV1302* NAD 83(1986)-  37 48 24.     (N)    077 28 23.     (W)     SCALED    
 GV1302* NAVD 88     -        21.864  (meters)      71.73   (feet)  ADJUSTED  
 GV1302  ___________________________________________________________________
 GV1302  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GV1302  DYNAMIC HT  -          21.850 (meters)      71.69  (feet)  COMP
 GV1302  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 GV1302
 GV1302  VERT ORDER  -  SECOND    CLASS 0
 GV1302
 GV1302.The horizontal coordinates were scaled from a topographic map and have
 GV1302.an estimated accuracy of +/- 6 seconds.
 GV1302
 GV1302.The orthometric height was determined by differential leveling
 GV1302.and adjusted by the National Geodetic Survey in June 1991..
 GV1302
 GV1302.The geoid height was determined by GEOID03.
 GV1302
 GV1302.The dynamic height is computed by dividing the NAVD 88
 GV1302.geopotential number by the normal gravity value computed on the
 GV1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1302.degrees latitude (g = 980.6199 gals.).
 GV1302
 GV1302.The modeled gravity was interpolated from observed gravity values.
 GV1302
 GV1302;                    North         East    Units  Estimated Accuracy
 GV1302;SPC VA S     - 1,164,000.    3,590,430.      MT  (+/- 180 meters Scaled)
 GV1302
 GV1302                          SUPERSEDED SURVEY CONTROL
 GV1302
 GV1302  NGVD 29 (??/??/??)   22.156  (m)           72.69   (f) ADJUSTED    2 0
 GV1302
 GV1302.Superseded values are not recommended for survey control.
 GV1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1302.See file dsdata.txt to determine how the superseded data were derived.
 GV1302
 GV1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG822872(NAD 83)
 GV1302_MARKER: DD = SURVEY DISK
 GV1302_SETTING: 66 = SET IN ROCK OUTCROP
 GV1302_SP_SET: BEDROCK
 GV1302_STAMPING: 65 D RESET
 GV1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV1302+STABILITY: POSITION/ELEVATION WELL
 GV1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1302+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1302
 GV1302  HISTORY     - Date     Condition        Report By
 GV1302  HISTORY     - UNK      MONUMENTED       USGS
 GV1302  HISTORY     - 1960     GOOD             CGS
 GV1302  HISTORY     - 1990     GOOD             USPSQD
 GV1302  HISTORY     - 1990     GOOD             USPSQD
 GV1302  HISTORY     - 19970222 GOOD             USPSQD
 GV1302  HISTORY     - 20020114 GOOD             USPSQD
 GV1302  HISTORY     - 20060218 GOOD             USPSQD
 GV1302
 GV1302                          STATION DESCRIPTION
 GV1302
 GV1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1302'3.4 MI N FROM ASHLAND.
 GV1302'ABOUT 3.45 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 GV1302'OF STATE HIGHWAY 54 AT ASHLAND, AT ASHLAND MILL, 85 FEET SOUTHWEST
 GV1302'OF THE SOUTH END OF THE WEST CONCRETE BANISTER OF HIGHWAY 1
 GV1302'CONCRETE BRIDGE OVER SOUTH ANNA RIVER, 2 FEET WEST-SOUTHWEST
 GV1302'OF THE WEST-SOUTHWEST EDGE OF CONCRETE BASE OF THE NORTHWEST
 GV1302'ONE OF FOUR GLAZED TILE CIRCULAR STORAGE SILOS, IN TOP OF BEDROCK,
 GV1302'1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF BEDROCK, ABOUT 2 1/2
 GV1302'FEET BELOW THE LEVEL OF HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE THE
 GV1302'LEVEL OF DRIVE LEADING TO MILL.
 GV1302
 GV1302                          STATION RECOVERY (1990)
 GV1302
 GV1302'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1302'RECOVERED IN GOOD CONDITION.
 GV1302
 GV1302                          STATION RECOVERY (1990)
 GV1302
 GV1302'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 GV1302'RECOVERED IN GOOD CONDITION.
 GV1302
 GV1302                          STATION RECOVERY (1997)
 GV1302
 GV1302'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1302'RECOVERED IN GOOD CONDITION.
 GV1302
 GV1302                          STATION RECOVERY (2002)
 GV1302
 GV1302'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV1302'RECOVERED IN GOOD CONDITION.
 GV1302
 GV1302                          STATION RECOVERY (2006)
 GV1302
 GV1302'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1324 ***********************************************************************
 GV1324  DESIGNATION -  650 C OF R
 GV1324  PID         -  GV1324
 GV1324  STATE/COUNTY-  VA/CHESTERFIELD
 GV1324  USGS QUAD   -  RICHMOND (1994)
 GV1324
 GV1324                         *CURRENT SURVEY CONTROL
 GV1324  ___________________________________________________________________
 GV1324* NAD 83(1986)-  37 30 39.     (N)    077 29 47.     (W)     SCALED    
 GV1324* NAVD 88     -        63.925  (meters)     209.73   (feet)  ADJUSTED  
 GV1324  ___________________________________________________________________
 GV1324  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV1324  DYNAMIC HT  -          63.880 (meters)     209.58  (feet)  COMP
 GV1324  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1324
 GV1324  VERT ORDER  -  SECOND    CLASS 0
 GV1324
 GV1324.The horizontal coordinates were scaled from a topographic map and have
 GV1324.an estimated accuracy of +/- 6 seconds.
 GV1324
 GV1324.The orthometric height was determined by differential leveling
 GV1324.and adjusted by the National Geodetic Survey in June 1991..
 GV1324
 GV1324.The geoid height was determined by GEOID03.
 GV1324
 GV1324.The dynamic height is computed by dividing the NAVD 88
 GV1324.geopotential number by the normal gravity value computed on the
 GV1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1324.degrees latitude (g = 980.6199 gals.).
 GV1324
 GV1324.The modeled gravity was interpolated from observed gravity values.
 GV1324
 GV1324;                    North         East    Units  Estimated Accuracy
 GV1324;SPC VA S     - 1,131,150.    3,588,730.      MT  (+/- 180 meters Scaled)
 GV1324
 GV1324                          SUPERSEDED SURVEY CONTROL
 GV1324
 GV1324  NGVD 29 (??/??/??)   64.239  (m)          210.76   (f) ADJUSTED    2 0
 GV1324
 GV1324.Superseded values are not recommended for survey control.
 GV1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1324.See file dsdata.txt to determine how the superseded data were derived.
 GV1324
 GV1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG793544(NAD 83)
 GV1324_MARKER: DD = SURVEY DISK
 GV1324_SETTING: 0 = UNSPECIFIED SETTING
 GV1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1324+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1324
 GV1324  HISTORY     - Date     Condition        Report By
 GV1324  HISTORY     - UNK      MONUMENTED       VA2060
 GV1324  HISTORY     - 1972     GOOD             NGS
 GV1324  HISTORY     - 20000223 GOOD             USPSQD
 GV1324  HISTORY     - 20041023 GOOD             USPSQD
 GV1324
 GV1324                          STATION DESCRIPTION
 GV1324
 GV1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1324'AT RICHMOND.
 GV1324'AT THE CENTERLINE OF ROCKLAND ROAD PROJECTED, 19 FEET WEST OF
 GV1324'THE CENTERLINE OF BYSWICK LANE, 19 FEET WEST OF A SEWER MANHOLE,
 GV1324'25.5 FEET NORTH OF A TELEPHONE POLE NO. 684A, 51 FEET SOUTH OF
 GV1324'A FIRE HYDRANT NORTH OF ROCKLAND ROAD, 48.5 FEET EAST OF THE
 GV1324'SOUTHEAST CORNER OF A BRICK HOUSE NO. 400 BYSWICK LANE.
 GV1324
 GV1324                          STATION RECOVERY (2000)
 GV1324
 GV1324'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1324'RECOVERED IN GOOD CONDITION.
 GV1324
 GV1324                          STATION RECOVERY (2004)
 GV1324
 GV1324'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2610 ***********************************************************************
 GV2610  DESIGNATION -  651 C OF R
 GV2610  PID         -  GV2610
 GV2610  STATE/COUNTY-  VA/CHESTERFIELD
 GV2610  USGS QUAD   -  BON AIR (1994)
 GV2610
 GV2610                         *CURRENT SURVEY CONTROL
 GV2610  ___________________________________________________________________
 GV2610* NAD 83(1986)-  37 30 30.     (N)    077 30 00.     (W)     SCALED    
 GV2610* NAVD 88     -        63.439  (meters)     208.13   (feet)  ADJUSTED  
 GV2610  ___________________________________________________________________
 GV2610  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV2610  DYNAMIC HT  -          63.395 (meters)     207.99  (feet)  COMP
 GV2610  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 GV2610
 GV2610  VERT ORDER  -  SECOND    CLASS 0
 GV2610
 GV2610.The horizontal coordinates were scaled from a topographic map and have
 GV2610.an estimated accuracy of +/- 6 seconds.
 GV2610
 GV2610.The orthometric height was determined by differential leveling
 GV2610.and adjusted by the National Geodetic Survey in June 1991..
 GV2610
 GV2610.The geoid height was determined by GEOID03.
 GV2610
 GV2610.The dynamic height is computed by dividing the NAVD 88
 GV2610.geopotential number by the normal gravity value computed on the
 GV2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2610.degrees latitude (g = 980.6199 gals.).
 GV2610
 GV2610.The modeled gravity was interpolated from observed gravity values.
 GV2610
 GV2610;                    North         East    Units  Estimated Accuracy
 GV2610;SPC VA S     - 1,130,860.    3,588,410.      MT  (+/- 180 meters Scaled)
 GV2610
 GV2610                          SUPERSEDED SURVEY CONTROL
 GV2610
 GV2610  NGVD 29 (??/??/??)   63.752  (m)          209.16   (f) ADJUSTED    2 0
 GV2610
 GV2610.Superseded values are not recommended for survey control.
 GV2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2610.See file dsdata.txt to determine how the superseded data were derived.
 GV2610
 GV2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG790542(NAD 83)
 GV2610_MARKER: DD = SURVEY DISK
 GV2610_SETTING: 0 = UNSPECIFIED SETTING
 GV2610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2610+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2610
 GV2610  HISTORY     - Date     Condition        Report By
 GV2610  HISTORY     - UNK      MONUMENTED       VA2060
 GV2610  HISTORY     - 1972     GOOD             NGS
 GV2610  HISTORY     - 1989     GOOD             USPSQD
 GV2610  HISTORY     - 20000224 GOOD             USPSQD
 GV2610  HISTORY     - 20041109 GOOD             USPSQD
 GV2610
 GV2610                          STATION DESCRIPTION
 GV2610
 GV2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2610'AT RICHMOND.
 GV2610'38 FEET NORTH OF THE CENTERLINE OF DISTRIBUTOR DRIVE, 22 FEET
 GV2610'EAST OF THE CENTERLINE OF ERICH ROAD, 60 FEET NORTHWEST OF A
 GV2610'FIRE HYDRANT SOUTH OF DISTRIBUTOR DRIVE, 36.5 FEET SOUTHWEST
 GV2610'OF THE SOUTHWEST CORNER OF A BRICK BUILDING NO. 5424 DISTRIBUTOR
 GV2610'DRIVE.
 GV2610
 GV2610                          STATION RECOVERY (1989)
 GV2610
 GV2610'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2610'RECOVERED IN GOOD CONDITION.
 GV2610
 GV2610                          STATION RECOVERY (2000)
 GV2610
 GV2610'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2610'RECOVERED IN GOOD CONDITION.
 GV2610
 GV2610                          STATION RECOVERY (2004)
 GV2610
 GV2610'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2637 ***********************************************************************
 GV2637  DESIGNATION -  652 C OF R
 GV2637  PID         -  GV2637
 GV2637  STATE/COUNTY-  VA/CHESTERFIELD
 GV2637  USGS QUAD   -  BON AIR (1994)
 GV2637
 GV2637                         *CURRENT SURVEY CONTROL
 GV2637  ___________________________________________________________________
 GV2637* NAD 83(1986)-  37 30 43.     (N)    077 30 44.     (W)     SCALED    
 GV2637* NAVD 88     -        69.011  (meters)     226.41   (feet)  ADJUSTED  
 GV2637  ___________________________________________________________________
 GV2637  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2637  DYNAMIC HT  -          68.963 (meters)     226.26  (feet)  COMP
 GV2637  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 GV2637
 GV2637  VERT ORDER  -  SECOND    CLASS 0
 GV2637
 GV2637.The horizontal coordinates were scaled from a topographic map and have
 GV2637.an estimated accuracy of +/- 6 seconds.
 GV2637
 GV2637.The orthometric height was determined by differential leveling
 GV2637.and adjusted by the National Geodetic Survey in June 1991..
 GV2637
 GV2637.The geoid height was determined by GEOID03.
 GV2637
 GV2637.The dynamic height is computed by dividing the NAVD 88
 GV2637.geopotential number by the normal gravity value computed on the
 GV2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2637.degrees latitude (g = 980.6199 gals.).
 GV2637
 GV2637.The modeled gravity was interpolated from observed gravity values.
 GV2637
 GV2637;                    North         East    Units  Estimated Accuracy
 GV2637;SPC VA S     - 1,131,250.    3,587,330.      MT  (+/- 180 meters Scaled)
 GV2637
 GV2637                          SUPERSEDED SURVEY CONTROL
 GV2637
 GV2637  NGVD 29 (??/??/??)   69.324  (m)          227.44   (f) ADJUSTED    2 0
 GV2637
 GV2637.Superseded values are not recommended for survey control.
 GV2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2637.See file dsdata.txt to determine how the superseded data were derived.
 GV2637
 GV2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG779546(NAD 83)
 GV2637_MARKER: DD = SURVEY DISK
 GV2637_SETTING: 0 = UNSPECIFIED SETTING
 GV2637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2637+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2637
 GV2637  HISTORY     - Date     Condition        Report By
 GV2637  HISTORY     - UNK      MONUMENTED       VA2060
 GV2637  HISTORY     - 1972     GOOD             NGS
 GV2637  HISTORY     - 1989     GOOD             USPSQD
 GV2637  HISTORY     - 20000224 GOOD             USPSQD
 GV2637  HISTORY     - 20041109 GOOD             USPSQD
 GV2637
 GV2637                          STATION DESCRIPTION
 GV2637
 GV2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2637'AT RICHMOND.
 GV2637'31 FEET NORTHEAST OF THE CENTERLINE OF CRIEFF ROAD, 26 FEET
 GV2637'SOUTHEAST OF THE CENTERLINE OF DETER ROAD, 50 FEET SOUTHEAST
 GV2637'OF A FIRE HYDRANT NORTH OF DETER ROAD, 22 FEET WEST OF A
 GV2637'2 FEET TWIN OAK, 58 FEET WEST OF THE NORTHWEST CORNER OF
 GV2637'HOUSE NO. 617 CRIEFF ROAD, 66.9 FEET SOUTHWEST OF THE NORTHEAST
 GV2637'CORNER OF A HOUSE NO. 617.
 GV2637
 GV2637                          STATION RECOVERY (1989)
 GV2637
 GV2637'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2637'RECOVERED IN GOOD CONDITION.
 GV2637
 GV2637                          STATION RECOVERY (2000)
 GV2637
 GV2637'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2637'RECOVERED IN GOOD CONDITION.
 GV2637
 GV2637                          STATION RECOVERY (2004)
 GV2637
 GV2637'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1027 ***********************************************************************
 GW1027  DESIGNATION -  652.1
 GW1027  PID         -  GW1027
 GW1027  STATE/COUNTY-  VA/AMHERST
 GW1027  USGS QUAD   -  PINEY RIVER (1984)
 GW1027
 GW1027                         *CURRENT SURVEY CONTROL
 GW1027  ___________________________________________________________________
 GW1027* NAD 83(1986)-  37 42 09.     (N)    079 01 38.     (W)     SCALED    
 GW1027* NAVD 88     -       198.466  (meters)     651.13   (feet)  ADJUSTED  
 GW1027  ___________________________________________________________________
 GW1027  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW1027  DYNAMIC HT  -         198.319 (meters)     650.65  (feet)  COMP
 GW1027  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GW1027
 GW1027  VERT ORDER  -  SECOND    CLASS 0
 GW1027
 GW1027.The horizontal coordinates were scaled from a topographic map and have
 GW1027.an estimated accuracy of +/- 6 seconds.
 GW1027
 GW1027.The orthometric height was determined by differential leveling
 GW1027.and adjusted by the National Geodetic Survey in June 1991..
 GW1027
 GW1027.The geoid height was determined by GEOID03.
 GW1027
 GW1027.The dynamic height is computed by dividing the NAVD 88
 GW1027.geopotential number by the normal gravity value computed on the
 GW1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1027.degrees latitude (g = 980.6199 gals.).
 GW1027
 GW1027.The modeled gravity was interpolated from observed gravity values.
 GW1027
 GW1027;                    North         East    Units  Estimated Accuracy
 GW1027;SPC VA S     - 1,152,080.    3,453,510.      MT  (+/- 180 meters Scaled)
 GW1027
 GW1027                          SUPERSEDED SURVEY CONTROL
 GW1027
 GW1027  NGVD 29 (??/??/92)  198.673  (m)          651.81   (f) ADJ UNCH    2 0
 GW1027
 GW1027.Superseded values are not recommended for survey control.
 GW1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1027.See file dsdata.txt to determine how the superseded data were derived.
 GW1027
 GW1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB739746(NAD 83)
 GW1027_MARKER: Q = CHISELED SQUARE
 GW1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1027_SP_SET: BRIDGE
 GW1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1027
 GW1027  HISTORY     - Date     Condition        Report By
 GW1027  HISTORY     - UNK      MONUMENTED       USGS
 GW1027  HISTORY     - 1938     GOOD             NGS
 GW1027
 GW1027                          STATION DESCRIPTION
 GW1027
 GW1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW1027'AT PINEY RIVER.
 GW1027'AT PINEY RIVER, ON U.S. HIGHWAY 29, 30 FEET NORTH OF THE
 GW1027'AMHERST-NELSON COUNTY LINE, AND ON THE TOP OF THE SOUTHWEST
 GW1027'CONCRETE ABUTMENT OF A BRIDGE OVER THE PINEY RIVER.  A CHISELED
 GW1027'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2615 ***********************************************************************
 GV2615  DESIGNATION -  653 C OF R
 GV2615  PID         -  GV2615
 GV2615  STATE/COUNTY-  VA/CHESTERFIELD
 GV2615  USGS QUAD   -  BON AIR (1994)
 GV2615
 GV2615                         *CURRENT SURVEY CONTROL
 GV2615  ___________________________________________________________________
 GV2615* NAD 83(1986)-  37 30 31.     (N)    077 30 55.     (W)     SCALED    
 GV2615* NAVD 88     -        67.090  (meters)     220.11   (feet)  ADJUSTED  
 GV2615  ___________________________________________________________________
 GV2615  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2615  DYNAMIC HT  -          67.043 (meters)     219.96  (feet)  COMP
 GV2615  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV2615
 GV2615  VERT ORDER  -  SECOND    CLASS 0
 GV2615
 GV2615.The horizontal coordinates were scaled from a topographic map and have
 GV2615.an estimated accuracy of +/- 6 seconds.
 GV2615
 GV2615.The orthometric height was determined by differential leveling
 GV2615.and adjusted by the National Geodetic Survey in June 1991..
 GV2615
 GV2615.The geoid height was determined by GEOID03.
 GV2615
 GV2615.The dynamic height is computed by dividing the NAVD 88
 GV2615.geopotential number by the normal gravity value computed on the
 GV2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2615.degrees latitude (g = 980.6199 gals.).
 GV2615
 GV2615.The modeled gravity was interpolated from observed gravity values.
 GV2615
 GV2615;                    North         East    Units  Estimated Accuracy
 GV2615;SPC VA S     - 1,130,880.    3,587,060.      MT  (+/- 180 meters Scaled)
 GV2615
 GV2615                          SUPERSEDED SURVEY CONTROL
 GV2615
 GV2615  NGVD 29 (??/??/??)   67.403  (m)          221.14   (f) ADJUSTED    2 0
 GV2615
 GV2615.Superseded values are not recommended for survey control.
 GV2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2615.See file dsdata.txt to determine how the superseded data were derived.
 GV2615
 GV2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG776542(NAD 83)
 GV2615_MARKER: DD = SURVEY DISK
 GV2615_SETTING: 0 = UNSPECIFIED SETTING
 GV2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2615+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2615
 GV2615  HISTORY     - Date     Condition        Report By
 GV2615  HISTORY     - UNK      MONUMENTED       VA2060
 GV2615  HISTORY     - 1972     GOOD             NGS
 GV2615  HISTORY     - 1987     GOOD             USPSQD
 GV2615  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2615  HISTORY     - 20041109 GOOD             USPSQD
 GV2615
 GV2615                          STATION DESCRIPTION
 GV2615
 GV2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2615'AT RICHMOND.
 GV2615'29 FEET SOUTHWEST OF THE CENTERLINE OF VADEN DRIVE, 23.5 FEET
 GV2615'NORTHWEST OF THE CENTERLINE OF DETER ROAD, 45 FEET WEST OF A
 GV2615'SEWER MANHOLE, 52.8 FEET SOUTHWEST OF A FIRE HYDRANT EAST OF
 GV2615'VADEN DRIVE, 10.4 FEET EAST OF A 1.3 FEET PINE.
 GV2615
 GV2615                          STATION RECOVERY (1987)
 GV2615
 GV2615'RECOVERY NOTE BY US POWER SQUADRON 1987 (LTC)
 GV2615'RECOVERED IN GOOD CONDITION.
 GV2615
 GV2615                          STATION RECOVERY (2000)
 GV2615
 GV2615'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2615'MARK NOT FOUND.
 GV2615
 GV2615                          STATION RECOVERY (2004)
 GV2615
 GV2615'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2614 ***********************************************************************
 GV2614  DESIGNATION -  654 C OF R
 GV2614  PID         -  GV2614
 GV2614  STATE/COUNTY-  VA/CHESTERFIELD
 GV2614  USGS QUAD   -  BON AIR (1994)
 GV2614
 GV2614                         *CURRENT SURVEY CONTROL
 GV2614  ___________________________________________________________________
 GV2614* NAD 83(1986)-  37 30 29.     (N)    077 30 39.     (W)     SCALED    
 GV2614* NAVD 88     -        64.597  (meters)     211.93   (feet)  ADJUSTED  
 GV2614  ___________________________________________________________________
 GV2614  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2614  DYNAMIC HT  -          64.552 (meters)     211.78  (feet)  COMP
 GV2614  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 GV2614
 GV2614  VERT ORDER  -  SECOND    CLASS 0
 GV2614
 GV2614.The horizontal coordinates were scaled from a topographic map and have
 GV2614.an estimated accuracy of +/- 6 seconds.
 GV2614
 GV2614.The orthometric height was determined by differential leveling
 GV2614.and adjusted by the National Geodetic Survey in June 1991..
 GV2614
 GV2614.The geoid height was determined by GEOID03.
 GV2614
 GV2614.The dynamic height is computed by dividing the NAVD 88
 GV2614.geopotential number by the normal gravity value computed on the
 GV2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2614.degrees latitude (g = 980.6199 gals.).
 GV2614
 GV2614.The modeled gravity was interpolated from observed gravity values.
 GV2614
 GV2614;                    North         East    Units  Estimated Accuracy
 GV2614;SPC VA S     - 1,130,820.    3,587,450.      MT  (+/- 180 meters Scaled)
 GV2614
 GV2614                          SUPERSEDED SURVEY CONTROL
 GV2614
 GV2614  NGVD 29 (??/??/??)   64.910  (m)          212.96   (f) ADJUSTED    2 0
 GV2614
 GV2614.Superseded values are not recommended for survey control.
 GV2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2614.See file dsdata.txt to determine how the superseded data were derived.
 GV2614
 GV2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780541(NAD 83)
 GV2614_MARKER: DD = SURVEY DISK
 GV2614_SETTING: 0 = UNSPECIFIED SETTING
 GV2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2614+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2614
 GV2614  HISTORY     - Date     Condition        Report By
 GV2614  HISTORY     - UNK      MONUMENTED       VA2060
 GV2614  HISTORY     - 1972     GOOD             NGS
 GV2614  HISTORY     - 1989     GOOD             USPSQD
 GV2614  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2614  HISTORY     - 20041109 GOOD             USPSQD
 GV2614
 GV2614                          STATION DESCRIPTION
 GV2614
 GV2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2614'AT RICHMOND.
 GV2614'22 FEET SOUTH OF THE CENTERLINE OF LAMAR DRIVE, 24 FEET EAST
 GV2614'OF THE CENTERLINE OF LA SALLE DRIVE, 32 FEET SOUTHEAST OF A
 GV2614'SEWER MANHOLE, 71.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GV2614'HOUSE NO. 139 LA SALLE DRIVE, 67.5 FEET SOUTH OF A FIRE HYDRANT
 GV2614'NORTH OF LAMAR DRIVE.
 GV2614
 GV2614                          STATION RECOVERY (1989)
 GV2614
 GV2614'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2614'RECOVERED IN GOOD CONDITION.
 GV2614
 GV2614                          STATION RECOVERY (2000)
 GV2614
 GV2614'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2614'MARK NOT FOUND.
 GV2614
 GV2614                          STATION RECOVERY (2004)
 GV2614
 GV2614'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2613 ***********************************************************************
 GV2613  DESIGNATION -  655 C OF R
 GV2613  PID         -  GV2613
 GV2613  STATE/COUNTY-  VA/CHESTERFIELD
 GV2613  USGS QUAD   -  BON AIR (1994)
 GV2613
 GV2613                         *CURRENT SURVEY CONTROL
 GV2613  ___________________________________________________________________
 GV2613* NAD 83(1986)-  37 30 38.     (N)    077 30 27.     (W)     SCALED    
 GV2613* NAVD 88     -        68.929  (meters)     226.14   (feet)  ADJUSTED  
 GV2613  ___________________________________________________________________
 GV2613  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV2613  DYNAMIC HT  -          68.882 (meters)     225.99  (feet)  COMP
 GV2613  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 GV2613
 GV2613  VERT ORDER  -  SECOND    CLASS 0
 GV2613
 GV2613.The horizontal coordinates were scaled from a topographic map and have
 GV2613.an estimated accuracy of +/- 6 seconds.
 GV2613
 GV2613.The orthometric height was determined by differential leveling
 GV2613.and adjusted by the National Geodetic Survey in June 1991..
 GV2613
 GV2613.The geoid height was determined by GEOID03.
 GV2613
 GV2613.The dynamic height is computed by dividing the NAVD 88
 GV2613.geopotential number by the normal gravity value computed on the
 GV2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2613.degrees latitude (g = 980.6199 gals.).
 GV2613
 GV2613.The modeled gravity was interpolated from observed gravity values.
 GV2613
 GV2613;                    North         East    Units  Estimated Accuracy
 GV2613;SPC VA S     - 1,131,100.    3,587,740.      MT  (+/- 180 meters Scaled)
 GV2613
 GV2613                          SUPERSEDED SURVEY CONTROL
 GV2613
 GV2613  NGVD 29 (??/??/??)   69.243  (m)          227.17   (f) ADJUSTED    2 0
 GV2613
 GV2613.Superseded values are not recommended for survey control.
 GV2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2613.See file dsdata.txt to determine how the superseded data were derived.
 GV2613
 GV2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG783544(NAD 83)
 GV2613_MARKER: DD = SURVEY DISK
 GV2613_SETTING: 0 = UNSPECIFIED SETTING
 GV2613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2613+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2613
 GV2613  HISTORY     - Date     Condition        Report By
 GV2613  HISTORY     - UNK      MONUMENTED       VA2060
 GV2613  HISTORY     - 1972     GOOD             NGS
 GV2613  HISTORY     - 1987     GOOD             USPSQD
 GV2613  HISTORY     - 20000224 GOOD             USPSQD
 GV2613  HISTORY     - 20041109 GOOD             USPSQD
 GV2613
 GV2613                          STATION DESCRIPTION
 GV2613
 GV2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2613'AT RICHMOND.
 GV2613'14.5 FEET SOUTH OF THE CENTERLINE OF KEANELAND DRIVE PROJECTED,
 GV2613'22.5 FEET EAST OF THE CENTERLINE OF LABROOK DRIVE, 97.8 FEET
 GV2613'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 405 LABROOK DRIVE,
 GV2613'69.8 FEET EAST OF A FIRE HYDRANT WEST OF LABROOK DRIVE, 23.7
 GV2613'FEET SOUTHEAST OF A SEWER MANHOLE.
 GV2613
 GV2613                          STATION RECOVERY (1987)
 GV2613
 GV2613'RECOVERY NOTE BY US POWER SQUADRON 1987 (JR)
 GV2613'RECOVERED IN GOOD CONDITION.
 GV2613
 GV2613                          STATION RECOVERY (2000)
 GV2613
 GV2613'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2613'RECOVERED IN GOOD CONDITION.
 GV2613
 GV2613                          STATION RECOVERY (2004)
 GV2613
 GV2613'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2622 ***********************************************************************
 GV2622  DESIGNATION -  656 C OF R
 GV2622  PID         -  GV2622
 GV2622  STATE/COUNTY-  VA/CHESTERFIELD
 GV2622  USGS QUAD   -  BON AIR (1994)
 GV2622
 GV2622                         *CURRENT SURVEY CONTROL
 GV2622  ___________________________________________________________________
 GV2622* NAD 83(1986)-  37 31 03.     (N)    077 30 22.     (W)     SCALED    
 GV2622* NAVD 88     -        69.638  (meters)     228.47   (feet)  ADJUSTED  
 GV2622  ___________________________________________________________________
 GV2622  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2622  DYNAMIC HT  -          69.590 (meters)     228.31  (feet)  COMP
 GV2622  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 GV2622
 GV2622  VERT ORDER  -  SECOND    CLASS 0
 GV2622
 GV2622.The horizontal coordinates were scaled from a topographic map and have
 GV2622.an estimated accuracy of +/- 6 seconds.
 GV2622
 GV2622.The orthometric height was determined by differential leveling
 GV2622.and adjusted by the National Geodetic Survey in June 1991..
 GV2622
 GV2622.The geoid height was determined by GEOID03.
 GV2622
 GV2622.The dynamic height is computed by dividing the NAVD 88
 GV2622.geopotential number by the normal gravity value computed on the
 GV2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2622.degrees latitude (g = 980.6199 gals.).
 GV2622
 GV2622.The modeled gravity was interpolated from observed gravity values.
 GV2622
 GV2622;                    North         East    Units  Estimated Accuracy
 GV2622;SPC VA S     - 1,131,880.    3,587,860.      MT  (+/- 180 meters Scaled)
 GV2622
 GV2622                          SUPERSEDED SURVEY CONTROL
 GV2622
 GV2622  NGVD 29 (??/??/??)   69.952  (m)          229.50   (f) ADJUSTED    2 0
 GV2622
 GV2622.Superseded values are not recommended for survey control.
 GV2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2622.See file dsdata.txt to determine how the superseded data were derived.
 GV2622
 GV2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG785552(NAD 83)
 GV2622_MARKER: DD = SURVEY DISK
 GV2622_SETTING: 0 = UNSPECIFIED SETTING
 GV2622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2622+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2622
 GV2622  HISTORY     - Date     Condition        Report By
 GV2622  HISTORY     - UNK      MONUMENTED       VA2060
 GV2622  HISTORY     - 1972     GOOD             NGS
 GV2622  HISTORY     - 1989     GOOD             USPSQD
 GV2622  HISTORY     - 1990     GOOD             USPSQD
 GV2622  HISTORY     - 20000224 GOOD             USPSQD
 GV2622  HISTORY     - 20041109 GOOD             USPSQD
 GV2622
 GV2622                          STATION DESCRIPTION
 GV2622
 GV2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2622'AT RICHMOND.
 GV2622'AT THE CENTERLINE OF GLENWAY DRIVE PROJECTED, 17 FEET SOUTHEAST
 GV2622'OF THE CENTERLINE OF WORTH STREET, 44.6 FEET NORTHWEST OF
 GV2622'THE SOUTHWEST CORNER OF HOUSE NO. 1001 WORTH STREET, 53 FEET
 GV2622'SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME HOUSE.
 GV2622
 GV2622                          STATION RECOVERY (1989)
 GV2622
 GV2622'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2622'RECOVERED IN GOOD CONDITION.
 GV2622
 GV2622                          STATION RECOVERY (1990)
 GV2622
 GV2622'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2622'RECOVERED IN GOOD CONDITION.
 GV2622
 GV2622                          STATION RECOVERY (2000)
 GV2622
 GV2622'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2622'RECOVERED IN GOOD CONDITION.
 GV2622
 GV2622                          STATION RECOVERY (2004)
 GV2622
 GV2622'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2621 ***********************************************************************
 GV2621  DESIGNATION -  657 C OF R
 GV2621  PID         -  GV2621
 GV2621  STATE/COUNTY-  VA/CHESTERFIELD
 GV2621  USGS QUAD   -  BON AIR (1994)
 GV2621
 GV2621                         *CURRENT SURVEY CONTROL
 GV2621  ___________________________________________________________________
 GV2621* NAD 83(1986)-  37 30 54.     (N)    077 30 16.     (W)     SCALED    
 GV2621* NAVD 88     -        67.022  (meters)     219.89   (feet)  ADJUSTED  
 GV2621  ___________________________________________________________________
 GV2621  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV2621  DYNAMIC HT  -          66.975 (meters)     219.73  (feet)  COMP
 GV2621  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 GV2621
 GV2621  VERT ORDER  -  SECOND    CLASS 0
 GV2621
 GV2621.The horizontal coordinates were scaled from a topographic map and have
 GV2621.an estimated accuracy of +/- 6 seconds.
 GV2621
 GV2621.The orthometric height was determined by differential leveling
 GV2621.and adjusted by the National Geodetic Survey in June 1991..
 GV2621
 GV2621.The geoid height was determined by GEOID03.
 GV2621
 GV2621.The dynamic height is computed by dividing the NAVD 88
 GV2621.geopotential number by the normal gravity value computed on the
 GV2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2621.degrees latitude (g = 980.6199 gals.).
 GV2621
 GV2621.The modeled gravity was interpolated from observed gravity values.
 GV2621
 GV2621;                    North         East    Units  Estimated Accuracy
 GV2621;SPC VA S     - 1,131,600.    3,588,010.      MT  (+/- 180 meters Scaled)
 GV2621
 GV2621                          SUPERSEDED SURVEY CONTROL
 GV2621
 GV2621  NGVD 29 (??/??/??)   67.336  (m)          220.92   (f) ADJUSTED    2 0
 GV2621
 GV2621.Superseded values are not recommended for survey control.
 GV2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2621.See file dsdata.txt to determine how the superseded data were derived.
 GV2621
 GV2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG786549(NAD 83)
 GV2621_MARKER: DD = SURVEY DISK
 GV2621_SETTING: 0 = UNSPECIFIED SETTING
 GV2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2621+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2621
 GV2621  HISTORY     - Date     Condition        Report By
 GV2621  HISTORY     - UNK      MONUMENTED       VA2060
 GV2621  HISTORY     - 1972     GOOD             NGS
 GV2621  HISTORY     - 1989     GOOD             USPSQD
 GV2621  HISTORY     - 20000224 GOOD             USPSQD
 GV2621  HISTORY     - 20041109 GOOD             USPSQD
 GV2621
 GV2621                          STATION DESCRIPTION
 GV2621
 GV2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2621'AT RICHMOND.
 GV2621'AT THE CENTERLINE OF BRADLEY LANE PROJECTED, 22 FEET SOUTH
 GV2621'OF THE CENTERLINE OF WAINWRIGHT DRIVE, 52 FEET NORTHWEST OF THE
 GV2621'NORTHEAST CORNER OF A FRAME HOUSE NO. 5613 WAINWRIGHT DRIVE,
 GV2621'51.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SAME HOUSE,
 GV2621'5.1 FEET SOUTHWEST OF VEPCO POLE NO. VK36.
 GV2621
 GV2621                          STATION RECOVERY (1989)
 GV2621
 GV2621'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2621'RECOVERED IN GOOD CONDITION.
 GV2621
 GV2621                          STATION RECOVERY (2000)
 GV2621
 GV2621'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2621'RECOVERED IN GOOD CONDITION.
 GV2621
 GV2621                          STATION RECOVERY (2004)
 GV2621
 GV2621'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2620 ***********************************************************************
 GV2620  DESIGNATION -  658 C OF R
 GV2620  PID         -  GV2620
 GV2620  STATE/COUNTY-  VA/CHESTERFIELD
 GV2620  USGS QUAD   -  BON AIR (1994)
 GV2620
 GV2620                         *CURRENT SURVEY CONTROL
 GV2620  ___________________________________________________________________
 GV2620* NAD 83(1986)-  37 30 39.     (N)    077 30 03.     (W)     SCALED    
 GV2620* NAVD 88     -        61.283  (meters)     201.06   (feet)  ADJUSTED  
 GV2620  ___________________________________________________________________
 GV2620  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV2620  DYNAMIC HT  -          61.241 (meters)     200.92  (feet)  COMP
 GV2620  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 GV2620
 GV2620  VERT ORDER  -  SECOND    CLASS 0
 GV2620
 GV2620.The horizontal coordinates were scaled from a topographic map and have
 GV2620.an estimated accuracy of +/- 6 seconds.
 GV2620
 GV2620.The orthometric height was determined by differential leveling
 GV2620.and adjusted by the National Geodetic Survey in June 1991..
 GV2620
 GV2620.The geoid height was determined by GEOID03.
 GV2620
 GV2620.The dynamic height is computed by dividing the NAVD 88
 GV2620.geopotential number by the normal gravity value computed on the
 GV2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2620.degrees latitude (g = 980.6199 gals.).
 GV2620
 GV2620.The modeled gravity was interpolated from observed gravity values.
 GV2620
 GV2620;                    North         East    Units  Estimated Accuracy
 GV2620;SPC VA S     - 1,131,140.    3,588,330.      MT  (+/- 180 meters Scaled)
 GV2620
 GV2620                          SUPERSEDED SURVEY CONTROL
 GV2620
 GV2620  NGVD 29 (??/??/??)   61.597  (m)          202.09   (f) ADJUSTED    2 0
 GV2620
 GV2620.Superseded values are not recommended for survey control.
 GV2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2620.See file dsdata.txt to determine how the superseded data were derived.
 GV2620
 GV2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG789544(NAD 83)
 GV2620_MARKER: DD = SURVEY DISK
 GV2620_SETTING: 0 = UNSPECIFIED SETTING
 GV2620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2620+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2620
 GV2620  HISTORY     - Date     Condition        Report By
 GV2620  HISTORY     - UNK      MONUMENTED       VA2060
 GV2620  HISTORY     - 1972     GOOD             NGS
 GV2620  HISTORY     - 1987     GOOD             USPSQD
 GV2620  HISTORY     - 20000224 GOOD             USPSQD
 GV2620  HISTORY     - 20041109 GOOD             USPSQD
 GV2620
 GV2620                          STATION DESCRIPTION
 GV2620
 GV2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2620'AT RICHMOND.
 GV2620'30.5 MILES NORTHEAST OF THE CENTERLINE OF TARPLEY ROAD, 30 FEET
 GV2620'NORTHWEST OF THE CENTERLINE OF DECKER ROAD, 77.5 FEET NORTHWEST
 GV2620'OF A FIRE HYDRANT EAST OF TARPLEY ROAD, 15.5 FEET SOUTHEAST
 GV2620'OF A STORM SEWER COVER, 52.5 FEET SOUTHWEST OF THE SOUTHWEST
 GV2620'CORNER OF A TRI-LEVEL BRICK FRAME HOUSE NO. 601 TARPLEY ROAD.
 GV2620
 GV2620                          STATION RECOVERY (1987)
 GV2620
 GV2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAB)
 GV2620'RECOVERED IN GOOD CONDITION.
 GV2620
 GV2620                          STATION RECOVERY (2000)
 GV2620
 GV2620'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2620'RECOVERED IN GOOD CONDITION.
 GV2620
 GV2620                          STATION RECOVERY (2004)
 GV2620
 GV2620'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0643 ***********************************************************************
 HW0643  DESIGNATION -  658.4
 HW0643  PID         -  HW0643
 HW0643  STATE/COUNTY-  VA/MADISON
 HW0643  USGS QUAD   -  STANARDSVILLE (1987)
 HW0643
 HW0643                         *CURRENT SURVEY CONTROL
 HW0643  ___________________________________________________________________
 HW0643* NAD 83(1986)-  38 21 10.     (N)    078 23 13.     (W)     SCALED    
 HW0643* NAVD 88     -       200.68   (+/-2cm)     658.4    (feet)  VERTCON   
 HW0643  ___________________________________________________________________
 HW0643  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0643
 HW0643  VERT ORDER  -  ? (See Below)
 HW0643
 HW0643.The horizontal coordinates were scaled from a topographic map and have
 HW0643.an estimated accuracy of +/- 6 seconds.
 HW0643
 HW0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0643.The vertical order pertains to the NGVD 29 superseded value.
 HW0643
 HW0643.The geoid height was determined by GEOID03.
 HW0643
 HW0643;                    North         East    Units  Estimated Accuracy
 HW0643;SPC VA N     - 2,076,160.    3,509,880.      MT  (+/- 180 meters Scaled)
 HW0643
 HW0643                          SUPERSEDED SURVEY CONTROL
 HW0643
 HW0643  NGVD 29 (??/??/92)  200.878  (m)          659.05   (f) ADJ UNCH    ?  
 HW0643
 HW0643.Superseded values are not recommended for survey control.
 HW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0643.See file dsdata.txt to determine how the superseded data were derived.
 HW0643
 HW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC283481(NAD 83)
 HW0643_MARKER: N = NAIL
 HW0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0643_SP_SET: TREE
 HW0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0643
 HW0643  HISTORY     - Date     Condition        Report By
 HW0643  HISTORY     - UNK      MONUMENTED       USGS
 HW0643  HISTORY     - 1935     GOOD             NGS
 HW0643
 HW0643                          STATION DESCRIPTION
 HW0643
 HW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0643'2.2 MI W FROM WOLFTOWN.
 HW0643'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 230 AND COUNTY ROAD 613
 HW0643'FROM THE POST OFFICE AT WOLFTOWN, MADISON COUNTY, ABOUT 0.2
 HW0643'MILE SOUTHWEST OF THE POST OFFICE AND STORE AT HOOD, 45 FEET
 HW0643'WEST OF THE JUNCTION OF COUNTY ROADS 613 AND 612, 21 FEET
 HW0643'NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 612, AND IN THE
 HW0643'NORTH ROOT OF A 24-INCH OAK TREE, PAINTED BM 658.4.  A UNITED
 HW0643'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2424 ***********************************************************************
 GV2424  DESIGNATION -  659 C OF R
 GV2424  PID         -  GV2424
 GV2424  STATE/COUNTY-  VA/C OF RICHMOND
 GV2424  USGS QUAD   -  CHESTERFIELD (1994)
 GV2424
 GV2424                         *CURRENT SURVEY CONTROL
 GV2424  ___________________________________________________________________
 GV2424* NAD 83(1986)-  37 30 00.     (N)    077 30 59.     (W)     SCALED    
 GV2424* NAVD 88     -        69.490  (meters)     227.99   (feet)  ADJUSTED  
 GV2424  ___________________________________________________________________
 GV2424  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV2424  DYNAMIC HT  -          69.442 (meters)     227.83  (feet)  COMP
 GV2424  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 GV2424
 GV2424  VERT ORDER  -  SECOND    CLASS 0
 GV2424
 GV2424.The horizontal coordinates were scaled from a topographic map and have
 GV2424.an estimated accuracy of +/- 6 seconds.
 GV2424
 GV2424.The orthometric height was determined by differential leveling
 GV2424.and adjusted by the National Geodetic Survey in June 1991..
 GV2424
 GV2424.The geoid height was determined by GEOID03.
 GV2424
 GV2424.The dynamic height is computed by dividing the NAVD 88
 GV2424.geopotential number by the normal gravity value computed on the
 GV2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2424.degrees latitude (g = 980.6199 gals.).
 GV2424
 GV2424.The modeled gravity was interpolated from observed gravity values.
 GV2424
 GV2424;                    North         East    Units  Estimated Accuracy
 GV2424;SPC VA S     - 1,129,920.    3,586,970.      MT  (+/- 180 meters Scaled)
 GV2424
 GV2424                          SUPERSEDED SURVEY CONTROL
 GV2424
 GV2424  NGVD 29 (??/??/??)   69.803  (m)          229.01   (f) ADJUSTED    2 0
 GV2424
 GV2424.Superseded values are not recommended for survey control.
 GV2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2424.See file dsdata.txt to determine how the superseded data were derived.
 GV2424
 GV2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG775533(NAD 83)
 GV2424_MARKER: DD = SURVEY DISK
 GV2424_SETTING: 0 = UNSPECIFIED SETTING
 GV2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2424+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2424
 GV2424  HISTORY     - Date     Condition        Report By
 GV2424  HISTORY     - UNK      MONUMENTED       VA2060
 GV2424  HISTORY     - 1972     GOOD             NGS
 GV2424  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2424  HISTORY     - 20031108 GOOD             USPSQD
 GV2424  HISTORY     - 20050211 GOOD             USPSQD
 GV2424
 GV2424                          STATION DESCRIPTION
 GV2424
 GV2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2424'AT RICHMOND.
 GV2424'18.5 FEET SOUTH OF THE CENTERLINE OF BROOKLINE STREET (CLOSED),
 GV2424'23 FEET WEST OF THE CENTERLINE OF CARNATION STREET, 4.5 FEET
 GV2424'NORTHEAST OF VEPCO POLE NO. OP31, 18 FEET NORTHWEST OF A FIRE
 GV2424'HYDRANT WEST OF CARNATION STREET.
 GV2424
 GV2424                          STATION RECOVERY (1999)
 GV2424
 GV2424'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2424'MARK NOT FOUND.
 GV2424
 GV2424                          STATION RECOVERY (2003)
 GV2424
 GV2424'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2424'ADD= 306 CARNATION STREET
 GV2424' 
 GV2424
 GV2424                          STATION RECOVERY (2005)
 GV2424
 GV2424'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0853 ***********************************************************************
 GW0853  DESIGNATION -  659 USGS
 GW0853  PID         -  GW0853
 GW0853  STATE/COUNTY-  VA/BEDFORD
 GW0853  USGS QUAD   -  SNOWDEN (1977)
 GW0853
 GW0853                         *CURRENT SURVEY CONTROL
 GW0853  ___________________________________________________________________
 GW0853* NAD 83(1986)-  37 35 27.     (N)    079 22 55.     (W)     SCALED    
 GW0853* NAVD 88     -       200.823  (meters)     658.87   (feet)  ADJUSTED  
 GW0853  ___________________________________________________________________
 GW0853  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0853  DYNAMIC HT  -         200.667 (meters)     658.36  (feet)  COMP
 GW0853  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 GW0853
 GW0853  VERT ORDER  -  FIRST     CLASS II
 GW0853
 GW0853.The horizontal coordinates were scaled from a topographic map and have
 GW0853.an estimated accuracy of +/- 6 seconds.
 GW0853
 GW0853.The orthometric height was determined by differential leveling
 GW0853.and adjusted by the National Geodetic Survey in June 1991..
 GW0853
 GW0853.The geoid height was determined by GEOID03.
 GW0853
 GW0853.The dynamic height is computed by dividing the NAVD 88
 GW0853.geopotential number by the normal gravity value computed on the
 GW0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0853.degrees latitude (g = 980.6199 gals.).
 GW0853
 GW0853.The modeled gravity was interpolated from observed gravity values.
 GW0853
 GW0853;                    North         East    Units  Estimated Accuracy
 GW0853;SPC VA S     - 1,139,920.    3,422,110.      MT  (+/- 180 meters Scaled)
 GW0853
 GW0853                          SUPERSEDED SURVEY CONTROL
 GW0853
 GW0853  NGVD 29 (??/??/92)  201.034  (m)          659.56   (f) ADJ UNCH    1 2
 GW0853
 GW0853.Superseded values are not recommended for survey control.
 GW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0853.See file dsdata.txt to determine how the superseded data were derived.
 GW0853
 GW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB428616(NAD 83)
 GW0853_MARKER: O = CHISELED CIRCLE
 GW0853_SETTING: 66 = SET IN ROCK OUTCROP
 GW0853_SP_SET: ROCK SHELF
 GW0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0853+STABILITY: POSITION/ELEVATION WELL
 GW0853
 GW0853  HISTORY     - Date     Condition        Report By
 GW0853  HISTORY     - UNK      MONUMENTED       USGS
 GW0853  HISTORY     - 1936     POOR             NGS
 GW0853  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW0853
 GW0853                          STATION DESCRIPTION
 GW0853
 GW0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0853'1.2 MI SE FROM SNOWDEN.
 GW0853'DESCRIPTION-- IN BEDFORD COUNTY, 1.2 MILES SOUTHEAST ALONG THE
 GW0853'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT SNOWDEN, AMHERST
 GW0853'COUNTY, AT THE SOUTHWEST END OF THE OVERHEAD HIGHWAY BRIDGE,
 GW0853'UNDER THE NORTHWEST EDGE OF THE BRIDGE, 8 FEET SOUTH OF THE
 GW0853'SOUTH RAIL, ON A ROCK SHELF, AND ABOUT 1 FOOT HIGHER THAN THE
 GW0853'RAIL.  A CHISELED CIRCLE.
 GW0853
 GW0853                          STATION RECOVERY (1984)
 GW0853
 GW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0853'NOT RECOVERED, THE MARK IS INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5796 ***********************************************************************
 GV5796  DESIGNATION -  66 C OF R 1972
 GV5796  PID         -  GV5796
 GV5796  STATE/COUNTY-  VA/C OF RICHMOND
 GV5796  USGS QUAD   -  BON AIR (1994)
 GV5796
 GV5796                         *CURRENT SURVEY CONTROL
 GV5796  ___________________________________________________________________
 GV5796* NAD 83(1993)-  37 33 07.53458(N)    077 32 54.97646(W)     ADJUSTED  
 GV5796* NAVD 88     -        59.95   (+/-2cm)     196.7    (feet)  VERTCON   
 GV5796  ___________________________________________________________________
 GV5796  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GV5796  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5796
 GV5796  HORZ ORDER  -  SECOND
 GV5796  VERT ORDER  -  THIRD ? (See Below)
 GV5796
 GV5796.The horizontal coordinates were established by classical geodetic methods
 GV5796.and adjusted by the National Geodetic Survey in November 1994..
 GV5796
 GV5796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5796.The vertical order pertains to the NGVD 29 superseded value.
 GV5796
 GV5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5796
 GV5796.The geoid height was determined by GEOID03.
 GV5796
 GV5796;                    North         East     Units Scale Factor Converg.
 GV5796;SPC VA S     - 1,135,676.206 3,584,063.507   MT  0.99995057   +0 34 38.7
 GV5796;SPC VA S     - 3,725,964.35 11,758,715.02   sFT  0.99995057   +0 34 38.7
 GV5796;UTM  18      - 4,159,173.614   274,865.978   MT  1.00022436   -1 33 14.3
 GV5796
 GV5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5796!SPC VA S     -   0.99999574  x   0.99995057  =   0.99994631
 GV5796!UTM  18      -   0.99999574  x   1.00022436  =   1.00022010
 GV5796
 GV5796:                Primary Azimuth Mark                     Grid Az
 GV5796:SPC VA S     -  65 C OF R 1972                           036 08 41.9
 GV5796:UTM  18      -  65 C OF R 1972                           038 16 34.9
 GV5796
 GV5796|---------------------------------------------------------------------|
 GV5796| PID    Reference Object                     Distance      Geod. Az  |
 GV5796|                                                           dddmmss.s |
 GV5796| GV5790 65 C OF R 1972                      APPROX. 0.6 KM 0364320.6 |
 GV5796| GV5798 67 C OF R 1972                      APPROX. 0.7 KM 2095708.7 |
 GV5796|---------------------------------------------------------------------|
 GV5796
 GV5796                          SUPERSEDED SURVEY CONTROL
 GV5796
 GV5796  NAD 83(1986)-  37 33 07.54073(N)    077 32 54.99355(W) AD(       ) 2
 GV5796  NAD 27      -  37 33 07.01155(N)    077 32 56.04257(W) AD(       ) 2
 GV5796  NGVD 29 (07/19/86)   60.26   (m)          197.7    (f) LEVELING    3  
 GV5796
 GV5796.Superseded values are not recommended for survey control.
 GV5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5796.See file dsdata.txt to determine how the superseded data were derived.
 GV5796
 GV5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7486659174(NAD 83)
 GV5796_MARKER: N = NAIL
 GV5796_SETTING: 0 = UNSPECIFIED SETTING
 GV5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5796+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5796
 GV5796  HISTORY     - Date     Condition        Report By
 GV5796  HISTORY     - 1972     MONUMENTED       VA2060
 GV5796  HISTORY     - 19951002 GOOD             USPSQD
 GV5796  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5796  HISTORY     - 20031108 GOOD             USPSQD
 GV5796  HISTORY     - 20050211 GOOD             USPSQD
 GV5796
 GV5796                          STATION DESCRIPTION
 GV5796
 GV5796'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5796'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5796'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO INTERSECTION
 GV5796'WITH HUGUENOT RD., THENCE NORTHEAST ON HUGUENOT RD. 1.15 MILES TO
 GV5796'POINT NO. 66.
 GV5796'
 GV5796'NAIL WITH PUNCH HOLE IN CENTER, LOCATED IN CENTER OF VDH MONUMENT,
 GV5796'SETTING 10 INCHES ABOVE GROUND, LOCATED ON SOUTHWEST CORNER OF
 GV5796'INTERSECTION OF HUGUENOT RD. AND CHEROKEE RD.
 GV5796'
 GV5796'11.5 FEET N. OF VEPCO LIGHT POLE NO. UH04, 27.1 FEET S. OF CENTER
 GV5796'D. I. (36 INCHES X 42 INCHES), 24.0 FEET N. W. OF E. P. OF
 GV5796'HUGUENOT RD.
 GV5796'
 GV5796'NEAREST TOWN--RICHMOND.
 GV5796
 GV5796                          STATION RECOVERY (1995)
 GV5796
 GV5796'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5796'RECOVERED IN GOOD CONDITION.
 GV5796
 GV5796                          STATION RECOVERY (1999)
 GV5796
 GV5796'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5796'MARK NOT FOUND.
 GV5796
 GV5796                          STATION RECOVERY (2003)
 GV5796
 GV5796'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5796'RECOVERED IN GOOD CONDITION.
 GV5796
 GV5796                          STATION RECOVERY (2005)
 GV5796
 GV5796'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3212 ***********************************************************************
 HV3212  DESIGNATION -  66 USGS
 HV3212  PID         -  HV3212
 HV3212  STATE/COUNTY-  VA/CULPEPER
 HV3212  USGS QUAD   -  CULPEPER EAST (1981)
 HV3212
 HV3212                         *CURRENT SURVEY CONTROL
 HV3212  ___________________________________________________________________
 HV3212* NAD 83(1986)-  38 28 48.     (N)    077 58 06.     (W)     SCALED    
 HV3212* NAVD 88     -       117.234  (meters)     384.63   (feet)  ADJUSTED  
 HV3212  ___________________________________________________________________
 HV3212  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3212  DYNAMIC HT  -         117.163 (meters)     384.39  (feet)  COMP
 HV3212  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 HV3212
 HV3212  VERT ORDER  -  SECOND    CLASS 0
 HV3212
 HV3212.The horizontal coordinates were scaled from a topographic map and have
 HV3212.an estimated accuracy of +/- 6 seconds.
 HV3212
 HV3212.The orthometric height was determined by differential leveling
 HV3212.and adjusted by the National Geodetic Survey in June 1991..
 HV3212
 HV3212.The geoid height was determined by GEOID03.
 HV3212
 HV3212.The dynamic height is computed by dividing the NAVD 88
 HV3212.geopotential number by the normal gravity value computed on the
 HV3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3212.degrees latitude (g = 980.6199 gals.).
 HV3212
 HV3212.The modeled gravity was interpolated from observed gravity values.
 HV3212
 HV3212;                    North         East    Units  Estimated Accuracy
 HV3212;SPC VA N     - 2,090,410.    3,546,390.      MT  (+/- 180 meters Scaled)
 HV3212
 HV3212                          SUPERSEDED SURVEY CONTROL
 HV3212
 HV3212  NGVD 29 (??/??/??)  117.463  (m)          385.38   (f) ADJUSTED    2 0
 HV3212
 HV3212.Superseded values are not recommended for survey control.
 HV3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3212.See file dsdata.txt to determine how the superseded data were derived.
 HV3212
 HV3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH410632(NAD 83)
 HV3212_MARKER: Z = SEE DESCRIPTION
 HV3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3212_STAMPING: 66
 HV3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3212+STABILITY: SURFACE MOTION
 HV3212
 HV3212  HISTORY     - Date     Condition        Report By
 HV3212  HISTORY     - UNK      MONUMENTED       USGS
 HV3212  HISTORY     - 1942     GOOD             CGS
 HV3212  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3212  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HV3212
 HV3212                          STATION DESCRIPTION
 HV3212
 HV3212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3212'1.5 MI NE FROM CULPEPER.
 HV3212'1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HV3212'AT CULPEPER, CULPEPER COUNTY, ABOUT 500 FEET NORTHEAST OF
 HV3212'MILEPOST 66, AND 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 HV3212'TRACK.  A COPPER PLUG, STAMPED 66 AND SET IN THE TOP OF A CONCRETE
 HV3212'POST.  NOTE-- IN MARCH 1942 IT WAS REPORTED THAT THE POST WAS
 HV3212'LOOSE AND INCLINED TO ONE SIDE.  THE ABOVE ELEVATION SHOULD BE
 HV3212'USED WITH CAUTION.
 HV3212
 HV3212                          STATION RECOVERY (1984)
 HV3212
 HV3212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3212'MARK NOT FOUND.
 HV3212
 HV3212                          STATION RECOVERY (2001)
 HV3212
 HV3212'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2055 ***********************************************************************
 GV2055  DESIGNATION -  660 C OF R
 GV2055  PID         -  GV2055
 GV2055  STATE/COUNTY-  VA/C OF RICHMOND
 GV2055  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2055
 GV2055                         *CURRENT SURVEY CONTROL
 GV2055  ___________________________________________________________________
 GV2055* NAD 83(1986)-  37 29 18.     (N)    077 28 54.     (W)     SCALED    
 GV2055* NAVD 88     -        64.638  (meters)     212.07   (feet)  ADJUSTED  
 GV2055  ___________________________________________________________________
 GV2055  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV2055  DYNAMIC HT  -          64.593 (meters)     211.92  (feet)  COMP
 GV2055  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 GV2055
 GV2055  VERT ORDER  -  SECOND    CLASS 0
 GV2055
 GV2055.The horizontal coordinates were scaled from a topographic map and have
 GV2055.an estimated accuracy of +/- 6 seconds.
 GV2055
 GV2055.The orthometric height was determined by differential leveling
 GV2055.and adjusted by the National Geodetic Survey in June 1991..
 GV2055
 GV2055.The geoid height was determined by GEOID03.
 GV2055
 GV2055.The dynamic height is computed by dividing the NAVD 88
 GV2055.geopotential number by the normal gravity value computed on the
 GV2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2055.degrees latitude (g = 980.6199 gals.).
 GV2055
 GV2055.The modeled gravity was interpolated from observed gravity values.
 GV2055
 GV2055;                    North         East    Units  Estimated Accuracy
 GV2055;SPC VA S     - 1,128,660.    3,590,050.      MT  (+/- 180 meters Scaled)
 GV2055
 GV2055                          SUPERSEDED SURVEY CONTROL
 GV2055
 GV2055  NGVD 29 (??/??/??)   64.950  (m)          213.09   (f) ADJUSTED    2 0
 GV2055
 GV2055.Superseded values are not recommended for survey control.
 GV2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2055.See file dsdata.txt to determine how the superseded data were derived.
 GV2055
 GV2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG805519(NAD 83)
 GV2055_MARKER: DD = SURVEY DISK
 GV2055_SETTING: 0 = UNSPECIFIED SETTING
 GV2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2055
 GV2055  HISTORY     - Date     Condition        Report By
 GV2055  HISTORY     - UNK      MONUMENTED       VA2060
 GV2055  HISTORY     - 1972     GOOD             NGS
 GV2055  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2055  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2055  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2055  HISTORY     - 20050211 MARK NOT FOUND   USPSQD
 GV2055
 GV2055                          STATION DESCRIPTION
 GV2055
 GV2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2055'AT RICHMOND.
 GV2055'AT THE CENTERLINE OF ALASKA ROAD PROJECTED, 16 FEET SOUTHWEST OF
 GV2055'THE CENTERLINE OF WARWICK ROAD, 91 FEET NORTHWEST OF A 1.7 FEET
 GV2055'MAPLE, 80.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE NO.
 GV2055'5001 WARWICK ROAD, 60.2 FEET NORTH OF A 1 FOOT APPLE TREE.
 GV2055'A STANDARD C OF R DISK.
 GV2055
 GV2055                          STATION RECOVERY (1995)
 GV2055
 GV2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2055'MARK NOT FOUND.
 GV2055
 GV2055                          STATION RECOVERY (1999)
 GV2055
 GV2055'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2055'MARK NOT FOUND.
 GV2055
 GV2055                          STATION RECOVERY (2003)
 GV2055
 GV2055'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2055'MARK NOT FOUND.
 GV2055
 GV2055                          STATION RECOVERY (2005)
 GV2055
 GV2055'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1195 ***********************************************************************
 GW1195  DESIGNATION -  660.49
 GW1195  PID         -  GW1195
 GW1195  STATE/COUNTY-  VA/CAMPBELL
 GW1195  USGS QUAD   -  LONG ISLAND (1966)
 GW1195
 GW1195                         *CURRENT SURVEY CONTROL
 GW1195  ___________________________________________________________________
 GW1195* NAD 83(1986)-  37 06 22.     (N)    079 00 10.     (W)     SCALED    
 GW1195* NAVD 88     -       200.739  (meters)     658.59   (feet)  ADJUSTED  
 GW1195  ___________________________________________________________________
 GW1195  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GW1195  DYNAMIC HT  -         200.590 (meters)     658.10  (feet)  COMP
 GW1195  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GW1195
 GW1195  VERT ORDER  -  SECOND    CLASS 0
 GW1195
 GW1195.The horizontal coordinates were scaled from a topographic map and have
 GW1195.an estimated accuracy of +/- 6 seconds.
 GW1195
 GW1195.The orthometric height was determined by differential leveling
 GW1195.and adjusted by the National Geodetic Survey in June 1991..
 GW1195
 GW1195.The geoid height was determined by GEOID03.
 GW1195
 GW1195.The dynamic height is computed by dividing the NAVD 88
 GW1195.geopotential number by the normal gravity value computed on the
 GW1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1195.degrees latitude (g = 980.6199 gals.).
 GW1195
 GW1195.The modeled gravity was interpolated from observed gravity values.
 GW1195
 GW1195;                    North         East    Units  Estimated Accuracy
 GW1195;SPC VA S     - 1,085,880.    3,455,310.      MT  (+/- 180 meters Scaled)
 GW1195
 GW1195                          SUPERSEDED SURVEY CONTROL
 GW1195
 GW1195  NGVD 29 (??/??/92)  200.998  (m)          659.44   (f) ADJ UNCH    2 0
 GW1195
 GW1195.Superseded values are not recommended for survey control.
 GW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1195.See file dsdata.txt to determine how the superseded data were derived.
 GW1195
 GW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB774085(NAD 83)
 GW1195_MARKER: O = CHISELED CIRCLE
 GW1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1195_SP_SET: CULVERT
 GW1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1195
 GW1195  HISTORY     - Date     Condition        Report By
 GW1195  HISTORY     - UNK      MONUMENTED       NWRR
 GW1195  HISTORY     - 1934     GOOD             NGS
 GW1195
 GW1195                          STATION DESCRIPTION
 GW1195
 GW1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1195'AT NARUNA.
 GW1195'AT NARUNA, CAMPBELL COUNTY, 15 YARDS NORTH OF THE NORTH END OF
 GW1195'THE NORFOLK AND WESTERN RAILWAY STATION, 40 YARDS WEST OF MAYS
 GW1195'GENERAL MERCHANDISE STORE, 40 YARDS EAST OF GORDON KENTS AMOCO
 GW1195'SERVICE STATION, IN THE TOP OF THE EAST HEADWALL OF A SMALL
 GW1195'CULVERT, 9 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 1
 GW1195'FOOT LOWER THAN THE BASE OF THE RAIL.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2041 ***********************************************************************
 GV2041  DESIGNATION -  661 C OF R
 GV2041  PID         -  GV2041
 GV2041  STATE/COUNTY-  VA/C OF RICHMOND
 GV2041  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2041
 GV2041                         *CURRENT SURVEY CONTROL
 GV2041  ___________________________________________________________________
 GV2041* NAD 83(1986)-  37 28 50.     (N)    077 27 42.     (W)     SCALED    
 GV2041* NAVD 88     -        46.289  (meters)     151.87   (feet)  ADJUSTED  
 GV2041  ___________________________________________________________________
 GV2041  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2041  DYNAMIC HT  -          46.257 (meters)     151.76  (feet)  COMP
 GV2041  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 GV2041
 GV2041  VERT ORDER  -  SECOND    CLASS 0
 GV2041
 GV2041.The horizontal coordinates were scaled from a topographic map and have
 GV2041.an estimated accuracy of +/- 6 seconds.
 GV2041
 GV2041.The orthometric height was determined by differential leveling
 GV2041.and adjusted by the National Geodetic Survey in June 1991..
 GV2041
 GV2041.The geoid height was determined by GEOID03.
 GV2041
 GV2041.The dynamic height is computed by dividing the NAVD 88
 GV2041.geopotential number by the normal gravity value computed on the
 GV2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2041.degrees latitude (g = 980.6199 gals.).
 GV2041
 GV2041.The modeled gravity was interpolated from observed gravity values.
 GV2041
 GV2041;                    North         East    Units  Estimated Accuracy
 GV2041;SPC VA S     - 1,127,820.    3,591,830.      MT  (+/- 180 meters Scaled)
 GV2041
 GV2041                          SUPERSEDED SURVEY CONTROL
 GV2041
 GV2041  NGVD 29 (??/??/??)   46.601  (m)          152.89   (f) ADJUSTED    2 0
 GV2041
 GV2041.Superseded values are not recommended for survey control.
 GV2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2041.See file dsdata.txt to determine how the superseded data were derived.
 GV2041
 GV2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG823510(NAD 83)
 GV2041_MARKER: DD = SURVEY DISK
 GV2041_SETTING: 0 = UNSPECIFIED SETTING
 GV2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2041
 GV2041  HISTORY     - Date     Condition        Report By
 GV2041  HISTORY     - UNK      MONUMENTED       VA2060
 GV2041  HISTORY     - 1972     GOOD             NGS
 GV2041  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2041  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV2041  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2041
 GV2041                          STATION DESCRIPTION
 GV2041
 GV2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2041'AT RICHMOND.
 GV2041'22 FEET WEST OF THE CENTERLINE OF EAST BELT BOULEVARD, 21.5 FEET
 GV2041'SOUTHWEST OF THE CENTERLINE OF TERMINAL AVENUE PROJECTED WEST,
 GV2041'48.5 FEET SOUTHEAST OF VEPCO POLE NO. WB00, 92.5 FEET SOUTHEAST
 GV2041'OF A FIRE HYDRANT WEST OF EAST BELT BOULEVARD, 107.5 FEET EAST OF
 GV2041'VEPCO POLE NO. VA99.
 GV2041'A STANDARD C OF R DISK.
 GV2041
 GV2041                          STATION RECOVERY (1995)
 GV2041
 GV2041'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2041'MARK NOT FOUND.
 GV2041
 GV2041                          STATION RECOVERY (1999)
 GV2041
 GV2041'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2041'MARK NOT FOUND.
 GV2041
 GV2041                          STATION RECOVERY (2004)
 GV2041
 GV2041'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2042 ***********************************************************************
 GV2042  DESIGNATION -  662 C OF R
 GV2042  PID         -  GV2042
 GV2042  STATE/COUNTY-  VA/C OF RICHMOND
 GV2042  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2042
 GV2042                         *CURRENT SURVEY CONTROL
 GV2042  ___________________________________________________________________
 GV2042* NAD 83(1986)-  37 28 55.     (N)    077 27 21.     (W)     SCALED    
 GV2042* NAVD 88     -        41.757  (meters)     137.00   (feet)  ADJUSTED  
 GV2042  ___________________________________________________________________
 GV2042  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2042  DYNAMIC HT  -          41.728 (meters)     136.90  (feet)  COMP
 GV2042  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 GV2042
 GV2042  VERT ORDER  -  SECOND    CLASS 0
 GV2042
 GV2042.The horizontal coordinates were scaled from a topographic map and have
 GV2042.an estimated accuracy of +/- 6 seconds.
 GV2042
 GV2042.The orthometric height was determined by differential leveling
 GV2042.and adjusted by the National Geodetic Survey in June 1991..
 GV2042
 GV2042.The geoid height was determined by GEOID03.
 GV2042
 GV2042.The dynamic height is computed by dividing the NAVD 88
 GV2042.geopotential number by the normal gravity value computed on the
 GV2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2042.degrees latitude (g = 980.6199 gals.).
 GV2042
 GV2042.The modeled gravity was interpolated from observed gravity values.
 GV2042
 GV2042;                    North         East    Units  Estimated Accuracy
 GV2042;SPC VA S     - 1,127,980.    3,592,350.      MT  (+/- 180 meters Scaled)
 GV2042
 GV2042                          SUPERSEDED SURVEY CONTROL
 GV2042
 GV2042  NGVD 29 (??/??/??)   42.068  (m)          138.02   (f) ADJUSTED    2 0
 GV2042
 GV2042.Superseded values are not recommended for survey control.
 GV2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2042.See file dsdata.txt to determine how the superseded data were derived.
 GV2042
 GV2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG828511(NAD 83)
 GV2042_MARKER: DD = SURVEY DISK
 GV2042_SETTING: 0 = UNSPECIFIED SETTING
 GV2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2042+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2042
 GV2042  HISTORY     - Date     Condition        Report By
 GV2042  HISTORY     - UNK      MONUMENTED       VA2060
 GV2042  HISTORY     - 1972     GOOD             NGS
 GV2042  HISTORY     - 1989     GOOD             USPSQD
 GV2042  HISTORY     - 19951028 GOOD             USPSQD
 GV2042  HISTORY     - 19991108 GOOD             USPSQD
 GV2042  HISTORY     - 20031118 GOOD             USPSQD
 GV2042
 GV2042                          STATION DESCRIPTION
 GV2042
 GV2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2042'AT RICHMOND.
 GV2042'23 FEET WEST OF THE CENTERLINE OF ZION STREET, 28 FEET NORTH OF
 GV2042'THE CENTERLINE OF TERMINAL AVENUE, 48.5 FEET NORTH OF A FIRE
 GV2042'HYDRANT SOUTH OF TERMINAL AVENUE, 6 FEET NORTHEAST OF VEPCO
 GV2042'POLE NO. BB16, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 GV2042'NO. 3100 TERMINAL AVENUE.
 GV2042'A STANDARD C OF R DISK.
 GV2042
 GV2042                          STATION RECOVERY (1989)
 GV2042
 GV2042'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2042'RECOVERED IN GOOD CONDITION.
 GV2042
 GV2042                          STATION RECOVERY (1995)
 GV2042
 GV2042'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2042'RECOVERED IN GOOD CONDITION.
 GV2042
 GV2042                          STATION RECOVERY (1999)
 GV2042
 GV2042'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2042'RECOVERED IN GOOD CONDITION.
 GV2042
 GV2042                          STATION RECOVERY (2003)
 GV2042
 GV2042'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2632 ***********************************************************************
 GV2632  DESIGNATION -  663 C OF R
 GV2632  PID         -  GV2632
 GV2632  STATE/COUNTY-  VA/CHESTERFIELD
 GV2632  USGS QUAD   -  BON AIR (1994)
 GV2632
 GV2632                         *CURRENT SURVEY CONTROL
 GV2632  ___________________________________________________________________
 GV2632* NAD 83(1986)-  37 31 14.     (N)    077 31 32.     (W)     SCALED    
 GV2632* NAVD 88     -        48.167  (meters)     158.03   (feet)  ADJUSTED  
 GV2632  ___________________________________________________________________
 GV2632  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2632  DYNAMIC HT  -          48.134 (meters)     157.92  (feet)  COMP
 GV2632  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 GV2632
 GV2632  VERT ORDER  -  SECOND    CLASS 0
 GV2632
 GV2632.The horizontal coordinates were scaled from a topographic map and have
 GV2632.an estimated accuracy of +/- 6 seconds.
 GV2632
 GV2632.The orthometric height was determined by differential leveling
 GV2632.and adjusted by the National Geodetic Survey in June 1991..
 GV2632
 GV2632.The geoid height was determined by GEOID03.
 GV2632
 GV2632.The dynamic height is computed by dividing the NAVD 88
 GV2632.geopotential number by the normal gravity value computed on the
 GV2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2632.degrees latitude (g = 980.6199 gals.).
 GV2632
 GV2632.The modeled gravity was interpolated from observed gravity values.
 GV2632
 GV2632;                    North         East    Units  Estimated Accuracy
 GV2632;SPC VA S     - 1,132,200.    3,586,140.      MT  (+/- 180 meters Scaled)
 GV2632
 GV2632                          SUPERSEDED SURVEY CONTROL
 GV2632
 GV2632  NGVD 29 (??/??/??)   48.481  (m)          159.06   (f) ADJUSTED    2 0
 GV2632
 GV2632.Superseded values are not recommended for survey control.
 GV2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2632.See file dsdata.txt to determine how the superseded data were derived.
 GV2632
 GV2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG768556(NAD 83)
 GV2632_MARKER: DD = SURVEY DISK
 GV2632_SETTING: 0 = UNSPECIFIED SETTING
 GV2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2632
 GV2632  HISTORY     - Date     Condition        Report By
 GV2632  HISTORY     - UNK      MONUMENTED       VA2060
 GV2632  HISTORY     - 1972     GOOD             NGS
 GV2632  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2632  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2632  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2632
 GV2632                          STATION DESCRIPTION
 GV2632
 GV2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2632'AT RICHMOND.
 GV2632'5.5 FEET NORTHEAST OF THE CENTERLINE OF SPRING GROVE DRIVE
 GV2632'PROJECTED, 21 FEET NORTHWEST OF THE CENTERLINE OF THE MEDIAN
 GV2632'OF WESTCOTT DRIVE, 80.5 FEET WEST OF A FIRE HYDRANT, 41 FEET
 GV2632'SOUTHWEST OF A 1.6 FEET OAK, 61 FEET SOUTH OF A .8 FOOT MAGNOLIA,
 GV2632'66.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE-STORY BRICK
 GV2632'HOUSE NO. 6862 SPRING GROVE DRIVE.
 GV2632
 GV2632                          STATION RECOVERY (1989)
 GV2632
 GV2632'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAB)
 GV2632'MARK NOT FOUND.
 GV2632
 GV2632                          STATION RECOVERY (2000)
 GV2632
 GV2632'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2632'MARK NOT FOUND.
 GV2632
 GV2632                          STATION RECOVERY (2004)
 GV2632
 GV2632'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2631 ***********************************************************************
 GV2631  DESIGNATION -  664 C OF R
 GV2631  PID         -  GV2631
 GV2631  STATE/COUNTY-  VA/CHESTERFIELD
 GV2631  USGS QUAD   -  BON AIR (1994)
 GV2631
 GV2631                         *CURRENT SURVEY CONTROL
 GV2631  ___________________________________________________________________
 GV2631* NAD 83(1986)-  37 31 17.     (N)    077 31 22.     (W)     SCALED    
 GV2631* NAVD 88     -        61.961  (meters)     203.28   (feet)  ADJUSTED  
 GV2631  ___________________________________________________________________
 GV2631  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2631  DYNAMIC HT  -          61.918 (meters)     203.14  (feet)  COMP
 GV2631  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 GV2631
 GV2631  VERT ORDER  -  SECOND    CLASS 0
 GV2631
 GV2631.The horizontal coordinates were scaled from a topographic map and have
 GV2631.an estimated accuracy of +/- 6 seconds.
 GV2631
 GV2631.The orthometric height was determined by differential leveling
 GV2631.and adjusted by the National Geodetic Survey in June 1991..
 GV2631
 GV2631.The geoid height was determined by GEOID03.
 GV2631
 GV2631.The dynamic height is computed by dividing the NAVD 88
 GV2631.geopotential number by the normal gravity value computed on the
 GV2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2631.degrees latitude (g = 980.6199 gals.).
 GV2631
 GV2631.The modeled gravity was interpolated from observed gravity values.
 GV2631
 GV2631;                    North         East    Units  Estimated Accuracy
 GV2631;SPC VA S     - 1,132,290.    3,586,380.      MT  (+/- 180 meters Scaled)
 GV2631
 GV2631                          SUPERSEDED SURVEY CONTROL
 GV2631
 GV2631  NGVD 29 (??/??/??)   62.276  (m)          204.32   (f) ADJUSTED    2 0
 GV2631
 GV2631.Superseded values are not recommended for survey control.
 GV2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2631.See file dsdata.txt to determine how the superseded data were derived.
 GV2631
 GV2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG770557(NAD 83)
 GV2631_MARKER: DD = SURVEY DISK
 GV2631_SETTING: 0 = UNSPECIFIED SETTING
 GV2631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2631
 GV2631  HISTORY     - Date     Condition        Report By
 GV2631  HISTORY     - UNK      MONUMENTED       VA2060
 GV2631  HISTORY     - 1972     GOOD             NGS
 GV2631  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2631  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV2631  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2631
 GV2631                          STATION DESCRIPTION
 GV2631
 GV2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2631'AT RICHMOND.
 GV2631'AT THE CENTERLINE OF BRAESIDE DRIVE PROJECTED, 16.5 FEET
 GV2631'NORTHEAST OF THE CENTERLINE OF WESTOVER GARDEN BOULEVARD, 63
 GV2631'FEET NORTHWEST OF A FIRE HYDRANT NORTH OF WESTOVER GARDEN
 GV2631'BOULEVARD, 65 FEET NORTHEAST OF A CORNER STONE AT THE SOUTHWEST
 GV2631'CORNER OF WESTCOTT DRIVE AND BRAESIDE DRIVE, 69.8 FEET NORTHEAST
 GV2631'OF A 1.6 FEET PINE, 86.2 FEET EAST OF A 1.6 FEET TREE.
 GV2631
 GV2631                          STATION RECOVERY (1989)
 GV2631
 GV2631'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2631'MARK NOT FOUND.
 GV2631
 GV2631                          STATION RECOVERY (2000)
 GV2631
 GV2631'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2631'MARK NOT FOUND.
 GV2631
 GV2631                          STATION RECOVERY (2004)
 GV2631
 GV2631'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2428 ***********************************************************************
 GV2428  DESIGNATION -  665 C OF R
 GV2428  PID         -  GV2428
 GV2428  STATE/COUNTY-  VA/C OF RICHMOND
 GV2428  USGS QUAD   -  CHESTERFIELD (1994)
 GV2428
 GV2428                         *CURRENT SURVEY CONTROL
 GV2428  ___________________________________________________________________
 GV2428* NAD 83(1986)-  37 29 27.     (N)    077 30 55.     (W)     SCALED    
 GV2428* NAVD 88     -        66.063  (meters)     216.74   (feet)  ADJUSTED  
 GV2428  ___________________________________________________________________
 GV2428  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV2428  DYNAMIC HT  -          66.017 (meters)     216.59  (feet)  COMP
 GV2428  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 GV2428
 GV2428  VERT ORDER  -  SECOND    CLASS 0
 GV2428
 GV2428.The horizontal coordinates were scaled from a topographic map and have
 GV2428.an estimated accuracy of +/- 6 seconds.
 GV2428
 GV2428.The orthometric height was determined by differential leveling
 GV2428.and adjusted by the National Geodetic Survey in June 1991..
 GV2428
 GV2428.The geoid height was determined by GEOID03.
 GV2428
 GV2428.The dynamic height is computed by dividing the NAVD 88
 GV2428.geopotential number by the normal gravity value computed on the
 GV2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2428.degrees latitude (g = 980.6199 gals.).
 GV2428
 GV2428.The modeled gravity was interpolated from observed gravity values.
 GV2428
 GV2428;                    North         East    Units  Estimated Accuracy
 GV2428;SPC VA S     - 1,128,910.    3,587,080.      MT  (+/- 180 meters Scaled)
 GV2428
 GV2428                          SUPERSEDED SURVEY CONTROL
 GV2428
 GV2428  NGVD 29 (??/??/??)   66.375  (m)          217.77   (f) ADJUSTED    2 0
 GV2428
 GV2428.Superseded values are not recommended for survey control.
 GV2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2428.See file dsdata.txt to determine how the superseded data were derived.
 GV2428
 GV2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG776522(NAD 83)
 GV2428_MARKER: DD = SURVEY DISK
 GV2428_SETTING: 0 = UNSPECIFIED SETTING
 GV2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2428+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2428
 GV2428  HISTORY     - Date     Condition        Report By
 GV2428  HISTORY     - UNK      MONUMENTED       VA2060
 GV2428  HISTORY     - 1972     GOOD             NGS
 GV2428  HISTORY     - 1990     GOOD             USPSQD
 GV2428  HISTORY     - 19991023 GOOD             USPSQD
 GV2428  HISTORY     - 20031108 GOOD             USPSQD
 GV2428
 GV2428                          STATION DESCRIPTION
 GV2428
 GV2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2428'AT RICHMOND.
 GV2428'25 FEET NORTHWEST OF THE CENTERLINE OF MC DOWELL ROAD, 24 FEET
 GV2428'NORTHEAST OF THE CENTERLINE OF ERHART ROAD, 48 FEET NORTHEAST
 GV2428'OF A TELEPHONE POLE NO. 7102G, 18.5 FEET SOUTHEAST OF A FIRE HYDRANT
 GV2428'NORTH OF ERHART ROAD, 27 FEET SOUTHEAST OF THE SOUTHEAST SIDE
 GV2428'OF HOUSE NO. 6500, 42.3 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 GV2428'HOUSE NO. 6500 ERHART ROAD.
 GV2428
 GV2428                          STATION RECOVERY (1990)
 GV2428
 GV2428'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2428'RECOVERED IN GOOD CONDITION.
 GV2428
 GV2428                          STATION RECOVERY (1999)
 GV2428
 GV2428'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2428'RECOVERED IN GOOD CONDITION.
 GV2428
 GV2428                          STATION RECOVERY (2003)
 GV2428
 GV2428'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2081 ***********************************************************************
 GV2081  DESIGNATION -  666 C OF R
 GV2081  PID         -  GV2081
 GV2081  STATE/COUNTY-  VA/C OF RICHMOND
 GV2081  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2081
 GV2081                         *CURRENT SURVEY CONTROL
 GV2081  ___________________________________________________________________
 GV2081* NAD 83(1986)-  37 29 47.     (N)    077 29 25.     (W)     SCALED    
 GV2081* NAVD 88     -        64.484  (meters)     211.56   (feet)  ADJUSTED  
 GV2081  ___________________________________________________________________
 GV2081  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV2081  DYNAMIC HT  -          64.439 (meters)     211.41  (feet)  COMP
 GV2081  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 GV2081
 GV2081  VERT ORDER  -  SECOND    CLASS 0
 GV2081
 GV2081.The horizontal coordinates were scaled from a topographic map and have
 GV2081.an estimated accuracy of +/- 6 seconds.
 GV2081
 GV2081.The orthometric height was determined by differential leveling
 GV2081.and adjusted by the National Geodetic Survey in June 1991..
 GV2081
 GV2081.The geoid height was determined by GEOID03.
 GV2081
 GV2081.The dynamic height is computed by dividing the NAVD 88
 GV2081.geopotential number by the normal gravity value computed on the
 GV2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2081.degrees latitude (g = 980.6199 gals.).
 GV2081
 GV2081.The modeled gravity was interpolated from observed gravity values.
 GV2081
 GV2081;                    North         East    Units  Estimated Accuracy
 GV2081;SPC VA S     - 1,129,550.    3,589,280.      MT  (+/- 180 meters Scaled)
 GV2081
 GV2081                          SUPERSEDED SURVEY CONTROL
 GV2081
 GV2081  NGVD 29 (??/??/??)   64.796  (m)          212.58   (f) ADJUSTED    2 0
 GV2081
 GV2081.Superseded values are not recommended for survey control.
 GV2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2081.See file dsdata.txt to determine how the superseded data were derived.
 GV2081
 GV2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG798528(NAD 83)
 GV2081_MARKER: DD = SURVEY DISK
 GV2081_SETTING: 0 = UNSPECIFIED SETTING
 GV2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2081+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2081
 GV2081  HISTORY     - Date     Condition        Report By
 GV2081  HISTORY     - UNK      MONUMENTED       VA2060
 GV2081  HISTORY     - 1972     GOOD             NGS
 GV2081  HISTORY     - 1989     GOOD             USPSQD
 GV2081  HISTORY     - 19991023 GOOD             USPSQD
 GV2081  HISTORY     - 20031118 GOOD             USPSQD
 GV2081  HISTORY     - 20050211 GOOD             USPSQD
 GV2081
 GV2081                          STATION DESCRIPTION
 GV2081
 GV2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2081'AT RICHMOND.
 GV2081'25 FEET SOUTHWEST OF THE CENTERLINE OF RIDGECLIFF DRIVE, 29 FEET
 GV2081'SOUTHEAST OF THE CENTERLINE OF WEATHERFORD ROAD, 37.5 FEET SOUTH OF
 GV2081'A SEWER MANHOLE, 69.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 GV2081'BRICK HOUSE NO. 5201 WEATHERFORD ROAD, 34 FEET NORTH OF THE
 GV2081'NORTHWEST CORNER OF THE SAME HOUSE, 9.5 FEET WEST OF A FIRE
 GV2081'HYDRANT SOUTH OF WEATHERFORD ROAD.
 GV2081'A STANDARD C OF R DISK.
 GV2081
 GV2081                          STATION RECOVERY (1989)
 GV2081
 GV2081'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2081'RECOVERED IN GOOD CONDITION.
 GV2081
 GV2081                          STATION RECOVERY (1999)
 GV2081
 GV2081'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2081'RECOVERED IN GOOD CONDITION.
 GV2081
 GV2081                          STATION RECOVERY (2003)
 GV2081
 GV2081'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2081'RECOVERED IN GOOD CONDITION.
 GV2081
 GV2081                          STATION RECOVERY (2005)
 GV2081
 GV2081'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2082 ***********************************************************************
 GV2082  DESIGNATION -  667 C OF R
 GV2082  PID         -  GV2082
 GV2082  STATE/COUNTY-  VA/C OF RICHMOND
 GV2082  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2082
 GV2082                         *CURRENT SURVEY CONTROL
 GV2082  ___________________________________________________________________
 GV2082* NAD 83(1986)-  37 29 57.     (N)    077 29 37.     (W)     SCALED    
 GV2082* NAVD 88     -        65.569  (meters)     215.12   (feet)  ADJUSTED  
 GV2082  ___________________________________________________________________
 GV2082  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV2082  DYNAMIC HT  -          65.523 (meters)     214.97  (feet)  COMP
 GV2082  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 GV2082
 GV2082  VERT ORDER  -  SECOND    CLASS 0
 GV2082
 GV2082.The horizontal coordinates were scaled from a topographic map and have
 GV2082.an estimated accuracy of +/- 6 seconds.
 GV2082
 GV2082.The orthometric height was determined by differential leveling
 GV2082.and adjusted by the National Geodetic Survey in June 1991..
 GV2082
 GV2082.The geoid height was determined by GEOID03.
 GV2082
 GV2082.The dynamic height is computed by dividing the NAVD 88
 GV2082.geopotential number by the normal gravity value computed on the
 GV2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2082.degrees latitude (g = 980.6199 gals.).
 GV2082
 GV2082.The modeled gravity was interpolated from observed gravity values.
 GV2082
 GV2082;                    North         East    Units  Estimated Accuracy
 GV2082;SPC VA S     - 1,129,850.    3,588,990.      MT  (+/- 180 meters Scaled)
 GV2082
 GV2082                          SUPERSEDED SURVEY CONTROL
 GV2082
 GV2082  NGVD 29 (??/??/??)   65.881  (m)          216.14   (f) ADJUSTED    2 0
 GV2082
 GV2082.Superseded values are not recommended for survey control.
 GV2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2082.See file dsdata.txt to determine how the superseded data were derived.
 GV2082
 GV2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG795531(NAD 83)
 GV2082_MARKER: DD = SURVEY DISK
 GV2082_SETTING: 0 = UNSPECIFIED SETTING
 GV2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2082+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2082
 GV2082  HISTORY     - Date     Condition        Report By
 GV2082  HISTORY     - UNK      MONUMENTED       VA2060
 GV2082  HISTORY     - 1972     GOOD             NGS
 GV2082  HISTORY     - 1989     GOOD             USPSQD
 GV2082  HISTORY     - 19991023 GOOD             USPSQD
 GV2082  HISTORY     - 20031118 GOOD             USPSQD
 GV2082  HISTORY     - 20050211 GOOD             USPSQD
 GV2082
 GV2082                          STATION DESCRIPTION
 GV2082
 GV2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2082'AT RICHMOND.
 GV2082'21 FEET SOUTH OF THE CENTERLINE OF STOCKWOOD ROAD, 20 FEET WEST
 GV2082'OF THE CENTERLINE OF ROSEMONT ROAD, 60.3 FEET NORTHEAST OF THE
 GV2082'NORTHEAST CORNER (AT THE NORTHWEST CORNER OF PORCH) OF A FRAME
 GV2082'HOUSE NO. 800 ROSEMONT ROAD, 74 FEET NORTHEAST OF THE SOUTHEAST
 GV2082'CORNER OF HOUSE NO. 800 ROSEMONT ROAD, 60.7 FEET SOUTHWEST OF A
 GV2082'FIRE HYDRANT WEST OF ROSEMONT ROAD.
 GV2082'A STANDARD C OF R DISK.
 GV2082
 GV2082                          STATION RECOVERY (1989)
 GV2082
 GV2082'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2082'RECOVERED IN GOOD CONDITION.
 GV2082
 GV2082                          STATION RECOVERY (1999)
 GV2082
 GV2082'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2082'RECOVERED IN GOOD CONDITION.
 GV2082
 GV2082                          STATION RECOVERY (2003)
 GV2082
 GV2082'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2082'RECOVERED IN GOOD CONDITION.
 GV2082
 GV2082                          STATION RECOVERY (2005)
 GV2082
 GV2082'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1687 ***********************************************************************
 HV1687  DESIGNATION -  667 USE
 HV1687  PID         -  HV1687
 HV1687  STATE/COUNTY-  VA/ARLINGTON
 HV1687  USGS QUAD   -  ALEXANDRIA (1994)
 HV1687
 HV1687                         *CURRENT SURVEY CONTROL
 HV1687  ___________________________________________________________________
 HV1687* NAD 83(1986)-  38 51 50.     (N)    077 02 26.     (W)     SCALED    
 HV1687* NAVD 88     -         0.761  (meters)       2.50   (feet)  ADJUSTED  
 HV1687  ___________________________________________________________________
 HV1687  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV1687  DYNAMIC HT  -           0.761 (meters)       2.50  (feet)  COMP
 HV1687  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 HV1687
 HV1687  VERT ORDER  -  SECOND    CLASS 0
 HV1687
 HV1687.The horizontal coordinates were scaled from a topographic map and have
 HV1687.an estimated accuracy of +/- 6 seconds.
 HV1687
 HV1687.The orthometric height was determined by differential leveling
 HV1687.and adjusted by the National Geodetic Survey in June 1991..
 HV1687
 HV1687.The geoid height was determined by GEOID03.
 HV1687
 HV1687.The dynamic height is computed by dividing the NAVD 88
 HV1687.geopotential number by the normal gravity value computed on the
 HV1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1687.degrees latitude (g = 980.6199 gals.).
 HV1687
 HV1687.The modeled gravity was interpolated from observed gravity values.
 HV1687
 HV1687;                    North         East    Units  Estimated Accuracy
 HV1687;SPC VA N     - 2,133,900.    3,626,660.      MT  (+/- 180 meters Scaled)
 HV1687
 HV1687                          SUPERSEDED SURVEY CONTROL
 HV1687
 HV1687  NGVD 29 (??/??/??)    1.020  (m)            3.35   (f) ADJUSTED    2 0
 HV1687
 HV1687.Superseded values are not recommended for survey control.
 HV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1687.See file dsdata.txt to determine how the superseded data were derived.
 HV1687
 HV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ229036(NAD 83)
 HV1687_MARKER: DD = SURVEY DISK
 HV1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1687_STAMPING: 667
 HV1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1687+STABILITY: SURFACE MOTION
 HV1687
 HV1687  HISTORY     - Date     Condition        Report By
 HV1687  HISTORY     - UNK      MONUMENTED       DOD
 HV1687  HISTORY     - 1946     GOOD             CGS
 HV1687
 HV1687                          STATION DESCRIPTION
 HV1687
 HV1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1687'4.4 MI N FROM ALEXANDRIA.
 HV1687'4.4 MILES NORTH ALONG MOUNT VERNON MEMORIAL HIGHWAY FROM THE
 HV1687'POST OFFICE AT ALEXANDRIA, AT THE SOUTH END OF GRAVELLY POINT,
 HV1687'146.8 FEET SOUTHWEST OF D.C-VA. BOUNDARY MARK NO 9, 147.6
 HV1687'FEET SOUTHWEST OF BOUNDARY MARK NO 9 RM NO 2, 121.4 FEET
 HV1687'SOUTHWEST OF BOUNDARY MARK NO. 9 RM NO. 1, 89.0 FEET SOUTH SOUTHEAST
 HV1687'OF THE WEST CORNER OF 27-FOOT BY 75-FOOT CONCRETE PLATFORM WHICH IS
 HV1687'FLUSH WITH THE GROUND, 67.8 FEET SOUTHWEST OF THE SOUTH CORNER
 HV1687'OF THE PLATFORM, SET IN THE TOP OF A CONCRETE POST, 1.5 FOOT
 HV1687'UNDERGROUND AND 15.0 FEET NORTH OF THE NORTH BANK OF BAY IN THE
 HV1687'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0652 ***********************************************************************
 HW0652  DESIGNATION -  667.6
 HW0652  PID         -  HW0652
 HW0652  STATE/COUNTY-  VA/MADISON
 HW0652  USGS QUAD   -  ROCHELLE (1987)
 HW0652
 HW0652                         *CURRENT SURVEY CONTROL
 HW0652  ___________________________________________________________________
 HW0652* NAD 83(1986)-  38 20 55.     (N)    078 17 56.     (W)     SCALED    
 HW0652* NAVD 88     -       203.132  (meters)     666.44   (feet)  ADJUSTED  
 HW0652  ___________________________________________________________________
 HW0652  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0652  DYNAMIC HT  -         202.995 (meters)     665.99  (feet)  COMP
 HW0652  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HW0652
 HW0652  VERT ORDER  -  SECOND    CLASS 0
 HW0652
 HW0652.The horizontal coordinates were scaled from a topographic map and have
 HW0652.an estimated accuracy of +/- 6 seconds.
 HW0652
 HW0652.The orthometric height was determined by differential leveling
 HW0652.and adjusted by the National Geodetic Survey in June 1991..
 HW0652
 HW0652.The geoid height was determined by GEOID03.
 HW0652
 HW0652.The dynamic height is computed by dividing the NAVD 88
 HW0652.geopotential number by the normal gravity value computed on the
 HW0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0652.degrees latitude (g = 980.6199 gals.).
 HW0652
 HW0652.The modeled gravity was interpolated from observed gravity values.
 HW0652
 HW0652;                    North         East    Units  Estimated Accuracy
 HW0652;SPC VA N     - 2,075,710.    3,517,580.      MT  (+/- 180 meters Scaled)
 HW0652
 HW0652                          SUPERSEDED SURVEY CONTROL
 HW0652
 HW0652  NGVD 29 (??/??/92)  203.345  (m)          667.14   (f) ADJ UNCH    2 0
 HW0652
 HW0652.Superseded values are not recommended for survey control.
 HW0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0652.See file dsdata.txt to determine how the superseded data were derived.
 HW0652
 HW0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC360479(NAD 83)
 HW0652_MARKER: N = NAIL
 HW0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0652_SP_SET: TREE
 HW0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0652
 HW0652  HISTORY     - Date     Condition        Report By
 HW0652  HISTORY     - UNK      MONUMENTED       USGS
 HW0652  HISTORY     - 1935     GOOD             NGS
 HW0652
 HW0652                          STATION DESCRIPTION
 HW0652
 HW0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0652'1 MI W FROM O NEAL.
 HW0652'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 626 FROM O NEAL, MADISON
 HW0652'COUNTY, THENCE ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 230,
 HW0652'ABOUT 20 FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 HW0652'SOUTHEAST, AND IN THE ROOT OF A 30-INCH OAK TREE.  A UNITED
 HW0652'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2430 ***********************************************************************
 GV2430  DESIGNATION -  668 C OF R
 GV2430  PID         -  GV2430
 GV2430  STATE/COUNTY-  VA/C OF RICHMOND
 GV2430  USGS QUAD   -  CHESTERFIELD (1994)
 GV2430
 GV2430                         *CURRENT SURVEY CONTROL
 GV2430  ___________________________________________________________________
 GV2430* NAD 83(1986)-  37 29 34.     (N)    077 30 15.     (W)     SCALED    
 GV2430* NAVD 88     -        64.205  (meters)     210.65   (feet)  ADJUSTED  
 GV2430  ___________________________________________________________________
 GV2430  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV2430  DYNAMIC HT  -          64.160 (meters)     210.50  (feet)  COMP
 GV2430  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 GV2430
 GV2430  VERT ORDER  -  SECOND    CLASS 0
 GV2430
 GV2430.The horizontal coordinates were scaled from a topographic map and have
 GV2430.an estimated accuracy of +/- 6 seconds.
 GV2430
 GV2430.The orthometric height was determined by differential leveling
 GV2430.and adjusted by the National Geodetic Survey in June 1991..
 GV2430
 GV2430.The geoid height was determined by GEOID03.
 GV2430
 GV2430.The dynamic height is computed by dividing the NAVD 88
 GV2430.geopotential number by the normal gravity value computed on the
 GV2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2430.degrees latitude (g = 980.6199 gals.).
 GV2430
 GV2430.The modeled gravity was interpolated from observed gravity values.
 GV2430
 GV2430;                    North         East    Units  Estimated Accuracy
 GV2430;SPC VA S     - 1,129,130.    3,588,060.      MT  (+/- 180 meters Scaled)
 GV2430
 GV2430                          SUPERSEDED SURVEY CONTROL
 GV2430
 GV2430  NGVD 29 (??/??/??)   64.517  (m)          211.67   (f) ADJUSTED    2 0
 GV2430
 GV2430.Superseded values are not recommended for survey control.
 GV2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2430.See file dsdata.txt to determine how the superseded data were derived.
 GV2430
 GV2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG786524(NAD 83)
 GV2430_MARKER: DD = SURVEY DISK
 GV2430_SETTING: 0 = UNSPECIFIED SETTING
 GV2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2430+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2430
 GV2430  HISTORY     - Date     Condition        Report By
 GV2430  HISTORY     - UNK      MONUMENTED       VA2060
 GV2430  HISTORY     - 1972     GOOD             NGS
 GV2430  HISTORY     - 1990     GOOD             USPSQD
 GV2430  HISTORY     - 19991023 GOOD             USPSQD
 GV2430  HISTORY     - 20031108 GOOD             USPSQD
 GV2430
 GV2430                          STATION DESCRIPTION
 GV2430
 GV2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2430'AT RICHMOND.
 GV2430'19 FEET NORTHEAST OF THE CENTERLINE OF SWANSON ROAD, 28 FEET
 GV2430'EAST OF THE CENTERLINE OF BRAMWELL ROAD, 48 FEET EAST OF VEPCO
 GV2430'POLE NO. VK90, 15 FEET SOUTHEAST OF A FIRE HYDRANT EAST OF BRAMWELL
 GV2430'ROAD, 2.5 FEET WEST OF THE SOUTHWEST POST OF A CHAIN FENCE.
 GV2430
 GV2430                          STATION RECOVERY (1990)
 GV2430
 GV2430'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2430'RECOVERED IN GOOD CONDITION.
 GV2430
 GV2430                          STATION RECOVERY (1999)
 GV2430
 GV2430'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2430'RECOVERED IN GOOD CONDITION.
 GV2430
 GV2430                          STATION RECOVERY (2003)
 GV2430
 GV2430'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1330 ***********************************************************************
 GV1330  DESIGNATION -  669 C OF R
 GV1330  PID         -  GV1330
 GV1330  STATE/COUNTY-  VA/CHESTERFIELD
 GV1330  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1330
 GV1330                         *CURRENT SURVEY CONTROL
 GV1330  ___________________________________________________________________
 GV1330* NAD 83(1986)-  37 30 00.     (N)    077 28 55.     (W)     SCALED    
 GV1330* NAVD 88     -        62.309  (meters)     204.43   (feet)  ADJUSTED  
 GV1330  ___________________________________________________________________
 GV1330  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV1330  DYNAMIC HT  -          62.265 (meters)     204.28  (feet)  COMP
 GV1330  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV1330
 GV1330  VERT ORDER  -  SECOND    CLASS 0
 GV1330
 GV1330.The horizontal coordinates were scaled from a topographic map and have
 GV1330.an estimated accuracy of +/- 6 seconds.
 GV1330
 GV1330.The orthometric height was determined by differential leveling
 GV1330.and adjusted by the National Geodetic Survey in June 1991..
 GV1330
 GV1330.The geoid height was determined by GEOID03.
 GV1330
 GV1330.The dynamic height is computed by dividing the NAVD 88
 GV1330.geopotential number by the normal gravity value computed on the
 GV1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1330.degrees latitude (g = 980.6199 gals.).
 GV1330
 GV1330.The modeled gravity was interpolated from observed gravity values.
 GV1330
 GV1330;                    North         East    Units  Estimated Accuracy
 GV1330;SPC VA S     - 1,129,960.    3,590,020.      MT  (+/- 180 meters Scaled)
 GV1330
 GV1330                          SUPERSEDED SURVEY CONTROL
 GV1330
 GV1330  NGVD 29 (??/??/??)   62.620  (m)          205.45   (f) ADJUSTED    2 0
 GV1330
 GV1330.Superseded values are not recommended for survey control.
 GV1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1330.See file dsdata.txt to determine how the superseded data were derived.
 GV1330
 GV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG806532(NAD 83)
 GV1330_MARKER: DD = SURVEY DISK
 GV1330_SETTING: 0 = UNSPECIFIED SETTING
 GV1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1330
 GV1330  HISTORY     - Date     Condition        Report By
 GV1330  HISTORY     - 1972     MONUMENTED       VA2060
 GV1330  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV1330  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1330
 GV1330                          STATION DESCRIPTION
 GV1330
 GV1330'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972
 GV1330'AT RICHMOND.
 GV1330'AT THE CENTERLINE OF ALBERENE ROAD PROJECTED, 15 FT NE OF THE
 GV1330'CENTERLINE OF ARIZONA DR., 70 FT SW OF THE SE CORNER OF A CINDER
 GV1330'BLOCK GARAGE, 77 FT SW OF THE SW CORNER OF THE SAME GARAGE, 45.5 FT
 GV1330'SW OF A SEWER MANHOLE. A STANDARD C OF R DISK.
 GV1330
 GV1330                          STATION RECOVERY (1999)
 GV1330
 GV1330'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1330'MARK NOT FOUND.
 GV1330
 GV1330                          STATION RECOVERY (2004)
 GV1330
 GV1330'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0852 ***********************************************************************
 GW0852  DESIGNATION -  669 CORR
 GW0852  PID         -  GW0852
 GW0852  STATE/COUNTY-  VA/BEDFORD
 GW0852  USGS QUAD   -  SNOWDEN (1977)
 GW0852
 GW0852                         *CURRENT SURVEY CONTROL
 GW0852  ___________________________________________________________________
 GW0852* NAD 83(1986)-  37 35 44.     (N)    079 23 24.     (W)     SCALED    
 GW0852* NAVD 88     -       203.506  (meters)     667.67   (feet)  ADJUSTED  
 GW0852  ___________________________________________________________________
 GW0852  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0852  DYNAMIC HT  -         203.349 (meters)     667.15  (feet)  COMP
 GW0852  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 GW0852
 GW0852  VERT ORDER  -  FIRST     CLASS II
 GW0852
 GW0852.The horizontal coordinates were scaled from a topographic map and have
 GW0852.an estimated accuracy of +/- 6 seconds.
 GW0852
 GW0852.The orthometric height was determined by differential leveling
 GW0852.and adjusted by the National Geodetic Survey in June 1991..
 GW0852
 GW0852.The geoid height was determined by GEOID03.
 GW0852
 GW0852.The dynamic height is computed by dividing the NAVD 88
 GW0852.geopotential number by the normal gravity value computed on the
 GW0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0852.degrees latitude (g = 980.6199 gals.).
 GW0852
 GW0852.The modeled gravity was interpolated from observed gravity values.
 GW0852
 GW0852;                    North         East    Units  Estimated Accuracy
 GW0852;SPC VA S     - 1,140,450.    3,421,410.      MT  (+/- 180 meters Scaled)
 GW0852
 GW0852                          SUPERSEDED SURVEY CONTROL
 GW0852
 GW0852  NGVD 29 (??/??/92)  203.717  (m)          668.36   (f) ADJ UNCH    1 2
 GW0852
 GW0852.Superseded values are not recommended for survey control.
 GW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0852.See file dsdata.txt to determine how the superseded data were derived.
 GW0852
 GW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB421621(NAD 83)
 GW0852_MARKER: X = CHISELED CROSS
 GW0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0852_SP_SET: BRIDGE
 GW0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0852
 GW0852  HISTORY     - Date     Condition        Report By
 GW0852  HISTORY     - UNK      MONUMENTED       CORR
 GW0852  HISTORY     - 1936     GOOD             NGS
 GW0852  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW0852
 GW0852                          STATION DESCRIPTION
 GW0852
 GW0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0852'0.6 MI SE FROM SNOWDEN.
 GW0852'IN BEDFORD COUNTY, 0.6 MILE SOUTHEAST ALONG THE CHESAPEAKE AND
 GW0852'OHIO RAILWAY FROM THE STATION AT SNOWDEN, AMHERST COUNTY, 40
 GW0852'FEET NORTHWEST OF MILEPOST 170, AT BRIDGE 170, OVER JAMES RIVER,
 GW0852'AT THE NORTHWEST CORNER OF THE SOUTHEAST ABUTMENT, AND ON THE
 GW0852'CORNER OF THE CAPSTONE.  A CHISELED CROSS.
 GW0852
 GW0852                          STATION RECOVERY (1984)
 GW0852
 GW0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0852'NOT RECOVERED, CONSIDER DESTROYED, AS NEW BRIDGE HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5798 ***********************************************************************
 GV5798  DESIGNATION -  67 C OF R 1972
 GV5798  PID         -  GV5798
 GV5798  STATE/COUNTY-  VA/C OF RICHMOND
 GV5798  USGS QUAD   -  BON AIR (1994)
 GV5798
 GV5798                         *CURRENT SURVEY CONTROL
 GV5798  ___________________________________________________________________
 GV5798* NAD 83(1993)-  37 32 48.95426(N)    077 33 08.42344(W)     ADJUSTED  
 GV5798* NAVD 88     -        73.89   (+/-2cm)     242.4    (feet)  VERTCON   
 GV5798  ___________________________________________________________________
 GV5798  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GV5798  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 GV5798
 GV5798  HORZ ORDER  -  SECOND
 GV5798  VERT ORDER  -  THIRD ? (See Below)
 GV5798
 GV5798.The horizontal coordinates were established by classical geodetic methods
 GV5798.and adjusted by the National Geodetic Survey in November 1994..
 GV5798
 GV5798.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5798.The vertical order pertains to the NGVD 29 superseded value.
 GV5798
 GV5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5798
 GV5798.The geoid height was determined by GEOID03.
 GV5798
 GV5798;                    North         East     Units Scale Factor Converg.
 GV5798;SPC VA S     - 1,135,100.113 3,583,739.226   MT  0.99995029   +0 34 30.6
 GV5798;SPC VA S     - 3,724,074.29 11,757,651.11   sFT  0.99995029   +0 34 30.6
 GV5798;UTM  18      - 4,158,609.824   274,520.402   MT  1.00022628   -1 33 21.9
 GV5798
 GV5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5798!SPC VA S     -   0.99999356  x   0.99995029  =   0.99994385
 GV5798!UTM  18      -   0.99999356  x   1.00022628  =   1.00021983
 GV5798
 GV5798:                Primary Azimuth Mark                     Grid Az
 GV5798:SPC VA S     -  66 C OF R 1972                           029 22 29.9
 GV5798:UTM  18      -  66 C OF R 1972                           031 30 22.4
 GV5798
 GV5798|---------------------------------------------------------------------|
 GV5798| PID    Reference Object                     Distance      Geod. Az  |
 GV5798|                                                           dddmmss.s |
 GV5798| GV5796 66 C OF R 1972                      APPROX. 0.7 KM 0295700.5 |
 GV5798| GV5799 54                                  472.340 METERS 2024753.9 |
 GV5798|---------------------------------------------------------------------|
 GV5798
 GV5798                          SUPERSEDED SURVEY CONTROL
 GV5798
 GV5798  NAD 83(1986)-  37 32 48.96041(N)    077 33 08.44046(W) AD(       ) 2
 GV5798  NAD 27      -  37 32 48.43081(N)    077 33 09.48858(W) AD(       ) 2
 GV5798  NGVD 29 (07/19/86)   74.20   (m)          243.4    (f) LEVELING    3  
 GV5798
 GV5798.Superseded values are not recommended for survey control.
 GV5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5798.See file dsdata.txt to determine how the superseded data were derived.
 GV5798
 GV5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7452058610(NAD 83)
 GV5798_MARKER: Z = SEE DESCRIPTION
 GV5798_SETTING: 0 = UNSPECIFIED SETTING
 GV5798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5798+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV5798
 GV5798  HISTORY     - Date     Condition        Report By
 GV5798  HISTORY     - 1972     MONUMENTED       VA2060
 GV5798  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV5798  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5798  HISTORY     - 20031108 GOOD             USPSQD
 GV5798
 GV5798                          STATION DESCRIPTION
 GV5798
 GV5798'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5798'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5798'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO INTERSECTION
 GV5798'WITH HUGUENOT RD., THENCE NORTHEAST ON HUGUENOT RD. 0.75 MILE TO
 GV5798'POINT NO. 67.
 GV5798'
 GV5798'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5798'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5798'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5798'ABOUT 6 INCHES BELOW GROUND, LOCATED ON NORTHWEST CORNER OF
 GV5798'INTERSECTION OF HUGUENOT RD. AND CHIPPENHAM PKWY.
 GV5798'
 GV5798'11.9 FEET N. W. OF VEPCO LIGHT POLE NO. RD87, 16.4 FEET S. OF C AND
 GV5798'P POLE NO. 74, 30.9 FEET N. W. OF E. P. OF HUGUENOT RD.
 GV5798'
 GV5798'NEAREST TOWN--RICHMOND.
 GV5798
 GV5798                          STATION RECOVERY (1995)
 GV5798
 GV5798'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5798'MARK NOT FOUND.
 GV5798
 GV5798                          STATION RECOVERY (1999)
 GV5798
 GV5798'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5798'MARK NOT FOUND.
 GV5798
 GV5798                          STATION RECOVERY (2003)
 GV5798
 GV5798'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5798'CORRECT DESCRIPTION TO SAY CHIPPENHAM ROAD VICE CHIPPENHAM PARKWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1328 ***********************************************************************
 GV1328  DESIGNATION -  670 C OF R
 GV1328  PID         -  GV1328
 GV1328  STATE/COUNTY-  VA/CHESTERFIELD
 GV1328  USGS QUAD   -  RICHMOND (1994)
 GV1328
 GV1328                         *CURRENT SURVEY CONTROL
 GV1328  ___________________________________________________________________
 GV1328* NAD 83(1986)-  37 30 17.     (N)    077 28 56.     (W)     SCALED    
 GV1328* NAVD 88     -        65.296  (meters)     214.23   (feet)  ADJUSTED  
 GV1328  ___________________________________________________________________
 GV1328  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV1328  DYNAMIC HT  -          65.251 (meters)     214.08  (feet)  COMP
 GV1328  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV1328
 GV1328  VERT ORDER  -  SECOND    CLASS 0
 GV1328
 GV1328.The horizontal coordinates were scaled from a topographic map and have
 GV1328.an estimated accuracy of +/- 6 seconds.
 GV1328
 GV1328.The orthometric height was determined by differential leveling
 GV1328.and adjusted by the National Geodetic Survey in June 1991..
 GV1328
 GV1328.The geoid height was determined by GEOID03.
 GV1328
 GV1328.The dynamic height is computed by dividing the NAVD 88
 GV1328.geopotential number by the normal gravity value computed on the
 GV1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1328.degrees latitude (g = 980.6199 gals.).
 GV1328
 GV1328.The modeled gravity was interpolated from observed gravity values.
 GV1328
 GV1328;                    North         East    Units  Estimated Accuracy
 GV1328;SPC VA S     - 1,130,480.    3,589,990.      MT  (+/- 180 meters Scaled)
 GV1328
 GV1328                          SUPERSEDED SURVEY CONTROL
 GV1328
 GV1328  NGVD 29 (??/??/??)   65.608  (m)          215.25   (f) ADJUSTED    2 0
 GV1328
 GV1328.Superseded values are not recommended for survey control.
 GV1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1328.See file dsdata.txt to determine how the superseded data were derived.
 GV1328
 GV1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG805537(NAD 83)
 GV1328_MARKER: DD = SURVEY DISK
 GV1328_SETTING: 0 = UNSPECIFIED SETTING
 GV1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1328+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1328
 GV1328  HISTORY     - Date     Condition        Report By
 GV1328  HISTORY     - UNK      MONUMENTED       VA2060
 GV1328  HISTORY     - 1972     GOOD             NGS
 GV1328  HISTORY     - 20000223 GOOD             USPSQD
 GV1328  HISTORY     - 20041023 GOOD             USPSQD
 GV1328
 GV1328                          STATION DESCRIPTION
 GV1328
 GV1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1328'AT RICHMOND.
 GV1328'19 FEET SOUTHWEST OF THE CENTERLINE OF PLAZAVIEW ROAD, 19 FEET
 GV1328'SOUTHEAST OF THE CENTERLINE OF BERKLEY ROAD, 38.5 FEET NORTHWEST
 GV1328'OF THE NORTHWEST CORNER OF FRAME HOUSE NO. 4501 BERKLEY ROAD,
 GV1328'32 FEET SOUTH OF A SEWER MANHOLE, 19.8 FEET NORTHEAST OF TELEPHONE
 GV1328'POLE NO. 3927A.
 GV1328
 GV1328                          STATION RECOVERY (2000)
 GV1328
 GV1328'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1328'RECOVERED IN GOOD CONDITION.
 GV1328
 GV1328                          STATION RECOVERY (2004)
 GV1328
 GV1328'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1333 ***********************************************************************
 GV1333  DESIGNATION -  671 C OF R
 GV1333  PID         -  GV1333
 GV1333  STATE/COUNTY-  VA/CHESTERFIELD
 GV1333  USGS QUAD   -  RICHMOND (1994)
 GV1333
 GV1333                         *CURRENT SURVEY CONTROL
 GV1333  ___________________________________________________________________
 GV1333* NAD 83(1986)-  37 30 04.     (N)    077 27 54.     (W)     SCALED    
 GV1333* NAVD 88     -        55.429  (meters)     181.85   (feet)  ADJUSTED  
 GV1333  ___________________________________________________________________
 GV1333  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV1333  DYNAMIC HT  -          55.391 (meters)     181.73  (feet)  COMP
 GV1333  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 GV1333
 GV1333  VERT ORDER  -  SECOND    CLASS 0
 GV1333
 GV1333.The horizontal coordinates were scaled from a topographic map and have
 GV1333.an estimated accuracy of +/- 6 seconds.
 GV1333
 GV1333.The orthometric height was determined by differential leveling
 GV1333.and adjusted by the National Geodetic Survey in June 1991..
 GV1333
 GV1333.The geoid height was determined by GEOID03.
 GV1333
 GV1333.The dynamic height is computed by dividing the NAVD 88
 GV1333.geopotential number by the normal gravity value computed on the
 GV1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1333.degrees latitude (g = 980.6199 gals.).
 GV1333
 GV1333.The modeled gravity was interpolated from observed gravity values.
 GV1333
 GV1333;                    North         East    Units  Estimated Accuracy
 GV1333;SPC VA S     - 1,130,100.    3,591,510.      MT  (+/- 180 meters Scaled)
 GV1333
 GV1333                          SUPERSEDED SURVEY CONTROL
 GV1333
 GV1333  NGVD 29 (??/??/??)   55.741  (m)          182.88   (f) ADJUSTED    2 0
 GV1333
 GV1333.Superseded values are not recommended for survey control.
 GV1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1333.See file dsdata.txt to determine how the superseded data were derived.
 GV1333
 GV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG821533(NAD 83)
 GV1333_MARKER: DD = SURVEY DISK
 GV1333_SETTING: 0 = UNSPECIFIED SETTING
 GV1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1333+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV1333
 GV1333  HISTORY     - Date     Condition        Report By
 GV1333  HISTORY     - UNK      MONUMENTED       VA2060
 GV1333  HISTORY     - 1972     GOOD             NGS
 GV1333  HISTORY     - 20000223 GOOD             USPSQD
 GV1333  HISTORY     - 20041023 GOOD             USPSQD
 GV1333
 GV1333                          STATION DESCRIPTION
 GV1333
 GV1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1333'AT RICHMOND.
 GV1333'AT THE CENTERLINE OF LEGION AVENUE PROJECTED, 23 FEET NORTHEAST
 GV1333'OF THE CENTERLINE OF CHAPEL DRIVE, 39.7 FEET SOUTHWEST OF THE
 GV1333'SOUTHEAST CORNER OF A BRICK HOUSE NO. 3540 CHAPEL DRIVE, 51.2
 GV1333'FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE NO. 3540 CHAPEL DRIVE,
 GV1333'48 FEET SOUTHEAST OF VEPCO POLE NO. UA08.
 GV1333
 GV1333                          STATION RECOVERY (2000)
 GV1333
 GV1333'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1333'RECOVERED IN GOOD CONDITION.
 GV1333
 GV1333                          STATION RECOVERY (2004)
 GV1333
 GV1333'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3623 ***********************************************************************
 HV3623  DESIGNATION -  671.0 USGS
 HV3623  PID         -  HV3623
 HV3623  STATE/COUNTY-  VA/FAUQUIER
 HV3623  USGS QUAD   -  ORLEAN (1983)
 HV3623
 HV3623                         *CURRENT SURVEY CONTROL
 HV3623  ___________________________________________________________________
 HV3623* NAD 83(1986)-  38 51 43.     (N)    077 59 41.     (W)     SCALED    
 HV3623* NAVD 88     -       204.404  (meters)     670.62   (feet)  ADJUSTED  
 HV3623  ___________________________________________________________________
 HV3623  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HV3623  DYNAMIC HT  -         204.275 (meters)     670.19  (feet)  COMP
 HV3623  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 HV3623
 HV3623  VERT ORDER  -  SECOND    CLASS 0
 HV3623
 HV3623.The horizontal coordinates were scaled from a topographic map and have
 HV3623.an estimated accuracy of +/- 6 seconds.
 HV3623
 HV3623.The orthometric height was determined by differential leveling
 HV3623.and adjusted by the National Geodetic Survey in June 1991..
 HV3623
 HV3623.The geoid height was determined by GEOID03.
 HV3623
 HV3623.The dynamic height is computed by dividing the NAVD 88
 HV3623.geopotential number by the normal gravity value computed on the
 HV3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3623.degrees latitude (g = 980.6199 gals.).
 HV3623
 HV3623.The modeled gravity was interpolated from observed gravity values.
 HV3623
 HV3623;                    North         East    Units  Estimated Accuracy
 HV3623;SPC VA N     - 2,132,800.    3,543,850.      MT  (+/- 180 meters Scaled)
 HV3623
 HV3623                          SUPERSEDED SURVEY CONTROL
 HV3623
 HV3623  NGVD 29 (??/??/??)  204.613  (m)          671.30   (f) ADJUSTED    2 0
 HV3623
 HV3623.Superseded values are not recommended for survey control.
 HV3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3623.See file dsdata.txt to determine how the superseded data were derived.
 HV3623
 HV3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ401057(NAD 83)
 HV3623_MARKER: N = NAIL
 HV3623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3623_SP_SET: TREE ROOT
 HV3623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3623
 HV3623  HISTORY     - Date     Condition        Report By
 HV3623  HISTORY     - UNK      MONUMENTED       USGS
 HV3623  HISTORY     - 1941     GOOD             CGS
 HV3623
 HV3623                          STATION DESCRIPTION
 HV3623
 HV3623'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3623'2.2 MI N FROM HUME.
 HV3623'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 688 FROM THE POST
 HV3623'OFFICE AT HUME, FAUQUIER COUNTY, 20 FEET SOUTHEAST OF THE
 HV3623'CROSSING OF A COUNTRY ROAD LEADING SOUTHEAST, AND IN THE ROOT
 HV3623'OF A 20-INCH WHITE-OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HV3623'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0650 ***********************************************************************
 HW0650  DESIGNATION -  671.9
 HW0650  PID         -  HW0650
 HW0650  STATE/COUNTY-  VA/MADISON
 HW0650  USGS QUAD   -  ROCHELLE (1987)
 HW0650
 HW0650                         *CURRENT SURVEY CONTROL
 HW0650  ___________________________________________________________________
 HW0650* NAD 83(1986)-  38 20 59.     (N)    078 18 56.     (W)     SCALED    
 HW0650* NAVD 88     -       204.454  (meters)     670.78   (feet)  ADJUSTED  
 HW0650  ___________________________________________________________________
 HW0650  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0650  DYNAMIC HT  -         204.315 (meters)     670.32  (feet)  COMP
 HW0650  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 HW0650
 HW0650  VERT ORDER  -  SECOND    CLASS 0
 HW0650
 HW0650.The horizontal coordinates were scaled from a topographic map and have
 HW0650.an estimated accuracy of +/- 6 seconds.
 HW0650
 HW0650.The orthometric height was determined by differential leveling
 HW0650.and adjusted by the National Geodetic Survey in June 1991..
 HW0650
 HW0650.The geoid height was determined by GEOID03.
 HW0650
 HW0650.The dynamic height is computed by dividing the NAVD 88
 HW0650.geopotential number by the normal gravity value computed on the
 HW0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0650.degrees latitude (g = 980.6199 gals.).
 HW0650
 HW0650.The modeled gravity was interpolated from observed gravity values.
 HW0650
 HW0650;                    North         East    Units  Estimated Accuracy
 HW0650;SPC VA N     - 2,075,830.    3,516,120.      MT  (+/- 180 meters Scaled)
 HW0650
 HW0650                          SUPERSEDED SURVEY CONTROL
 HW0650
 HW0650  NGVD 29 (??/??/92)  204.664  (m)          671.47   (f) ADJ UNCH    2 0
 HW0650
 HW0650.Superseded values are not recommended for survey control.
 HW0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0650.See file dsdata.txt to determine how the superseded data were derived.
 HW0650
 HW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC345480(NAD 83)
 HW0650_MARKER: N = NAIL
 HW0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0650_SP_SET: TREE
 HW0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0650
 HW0650  HISTORY     - Date     Condition        Report By
 HW0650  HISTORY     - UNK      MONUMENTED       USGS
 HW0650  HISTORY     - 1935     GOOD             NGS
 HW0650
 HW0650                          STATION DESCRIPTION
 HW0650
 HW0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0650'2 MI E FROM WOLFTOWN.
 HW0650'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 230 FROM THE POST OFFICE
 HW0650'AT WOLFTOWN, MADISON COUNTY, ABOUT 200 FEET WEST OF A BRIDGE
 HW0650'OVER A DRAIN, 20 FEET NORTH OF THE HIGHWAY, AND IN THE ROOT
 HW0650'OF A 12-INCH LOCUST TREE.  A UNITED STATES GEOLOGICAL SURVEY
 HW0650'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2049 ***********************************************************************
 GV2049  DESIGNATION -  672 C OF R
 GV2049  PID         -  GV2049
 GV2049  STATE/COUNTY-  VA/C OF RICHMOND
 GV2049  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2049
 GV2049                         *CURRENT SURVEY CONTROL
 GV2049  ___________________________________________________________________
 GV2049* NAD 83(1986)-  37 29 55.     (N)    077 27 50.     (W)     SCALED    
 GV2049* NAVD 88     -        53.982  (meters)     177.11   (feet)  ADJUSTED  
 GV2049  ___________________________________________________________________
 GV2049  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2049  DYNAMIC HT  -          53.945 (meters)     176.98  (feet)  COMP
 GV2049  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GV2049
 GV2049  VERT ORDER  -  SECOND    CLASS 0
 GV2049
 GV2049.The horizontal coordinates were scaled from a topographic map and have
 GV2049.an estimated accuracy of +/- 6 seconds.
 GV2049
 GV2049.The orthometric height was determined by differential leveling
 GV2049.and adjusted by the National Geodetic Survey in June 1991..
 GV2049
 GV2049.The geoid height was determined by GEOID03.
 GV2049
 GV2049.The dynamic height is computed by dividing the NAVD 88
 GV2049.geopotential number by the normal gravity value computed on the
 GV2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2049.degrees latitude (g = 980.6199 gals.).
 GV2049
 GV2049.The modeled gravity was interpolated from observed gravity values.
 GV2049
 GV2049;                    North         East    Units  Estimated Accuracy
 GV2049;SPC VA S     - 1,129,820.    3,591,610.      MT  (+/- 180 meters Scaled)
 GV2049
 GV2049                          SUPERSEDED SURVEY CONTROL
 GV2049
 GV2049  NGVD 29 (??/??/??)   54.294  (m)          178.13   (f) ADJUSTED    2 0
 GV2049
 GV2049.Superseded values are not recommended for survey control.
 GV2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2049.See file dsdata.txt to determine how the superseded data were derived.
 GV2049
 GV2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG821530(NAD 83)
 GV2049_MARKER: DD = SURVEY DISK
 GV2049_SETTING: 0 = UNSPECIFIED SETTING
 GV2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2049+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV2049
 GV2049  HISTORY     - Date     Condition        Report By
 GV2049  HISTORY     - UNK      MONUMENTED       VA2060
 GV2049  HISTORY     - 1972     GOOD             NGS
 GV2049  HISTORY     - 1989     GOOD             USPSQD
 GV2049  HISTORY     - 19951028 GOOD             USPSQD
 GV2049  HISTORY     - 19991023 GOOD             USPSQD
 GV2049  HISTORY     - 20040221 GOOD             USPSQD
 GV2049
 GV2049                          STATION DESCRIPTION
 GV2049
 GV2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2049'AT RICHMOND.
 GV2049'AT THE CENTERLINE OF HOLLISTER AVENUE PROJECTED, 21 FEET SOUTHWEST
 GV2049'OF THE CENTERLINE OF MC GUIRE DRIVE, 7.5 FEET NORTH OF VEPCO POLE
 GV2049'NO. UO81, 44.8 FEET NORTHEAST OF THE EAST CORNER OF A FRAME HOUSE
 GV2049'NO. 3431 MC GUIRE DRIVE, 65.2 FEET EAST OF THE NORTH CORNER OF THE
 GV2049'SAME HOUSE.
 GV2049'A STANDARD C OF R DISK.
 GV2049
 GV2049                          STATION RECOVERY (1989)
 GV2049
 GV2049'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2049'RECOVERED IN GOOD CONDITION.
 GV2049
 GV2049                          STATION RECOVERY (1995)
 GV2049
 GV2049'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2049'RECOVERED IN GOOD CONDITION.
 GV2049
 GV2049                          STATION RECOVERY (1999)
 GV2049
 GV2049'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2049'RECOVERED IN GOOD CONDITION.
 GV2049
 GV2049                          STATION RECOVERY (2004)
 GV2049
 GV2049'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2046 ***********************************************************************
 GV2046  DESIGNATION -  673 C OF R
 GV2046  PID         -  GV2046
 GV2046  STATE/COUNTY-  VA/C OF RICHMOND
 GV2046  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2046
 GV2046                         *CURRENT SURVEY CONTROL
 GV2046  ___________________________________________________________________
 GV2046* NAD 83(1986)-  37 29 41.     (N)    077 27 44.     (W)     SCALED    
 GV2046* NAVD 88     -        54.681  (meters)     179.40   (feet)  ADJUSTED  
 GV2046  ___________________________________________________________________
 GV2046  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2046  DYNAMIC HT  -          54.643 (meters)     179.27  (feet)  COMP
 GV2046  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 GV2046
 GV2046  VERT ORDER  -  SECOND    CLASS 0
 GV2046
 GV2046.The horizontal coordinates were scaled from a topographic map and have
 GV2046.an estimated accuracy of +/- 6 seconds.
 GV2046
 GV2046.The orthometric height was determined by differential leveling
 GV2046.and adjusted by the National Geodetic Survey in June 1991..
 GV2046
 GV2046.The geoid height was determined by GEOID03.
 GV2046
 GV2046.The dynamic height is computed by dividing the NAVD 88
 GV2046.geopotential number by the normal gravity value computed on the
 GV2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2046.degrees latitude (g = 980.6199 gals.).
 GV2046
 GV2046.The modeled gravity was interpolated from observed gravity values.
 GV2046
 GV2046;                    North         East    Units  Estimated Accuracy
 GV2046;SPC VA S     - 1,129,390.    3,591,770.      MT  (+/- 180 meters Scaled)
 GV2046
 GV2046                          SUPERSEDED SURVEY CONTROL
 GV2046
 GV2046  NGVD 29 (??/??/??)   54.993  (m)          180.42   (f) ADJUSTED    2 0
 GV2046
 GV2046.Superseded values are not recommended for survey control.
 GV2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2046.See file dsdata.txt to determine how the superseded data were derived.
 GV2046
 GV2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG823526(NAD 83)
 GV2046_MARKER: DD = SURVEY DISK
 GV2046_SETTING: 0 = UNSPECIFIED SETTING
 GV2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2046
 GV2046  HISTORY     - Date     Condition        Report By
 GV2046  HISTORY     - UNK      MONUMENTED       VA2060
 GV2046  HISTORY     - 1972     GOOD             NGS
 GV2046  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2046  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2046  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2046  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2046
 GV2046                          STATION DESCRIPTION
 GV2046
 GV2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2046'AT RICHMOND.
 GV2046'AT THE CENTERLINE OF VETERANS AVENUE PROJECTED, 20 FEET NORTHWEST
 GV2046'OF THE CENTERLINE OF HOPKINS ROAD, 95 FEET NORTHWEST OF THE
 GV2046'NORTHWEST CORNER OF FRAME HOUSE NO. 1701 HOPKINS ROAD, 4 FEET NORTH
 GV2046'OF VEPCO POLE NO. VL50, 27.6 FEET SOUTHWEST OF A FIRE HYDRANT WEST
 GV2046'OF HOPKINS ROAD.
 GV2046'A STANDARD C OF R DISK.
 GV2046
 GV2046                          STATION RECOVERY (1989)
 GV2046
 GV2046'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2046'MARK NOT FOUND.
 GV2046
 GV2046                          STATION RECOVERY (1995)
 GV2046
 GV2046'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2046'MARK NOT FOUND.
 GV2046
 GV2046                          STATION RECOVERY (1999)
 GV2046
 GV2046'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2046'MARK NOT FOUND.
 GV2046
 GV2046                          STATION RECOVERY (2004)
 GV2046
 GV2046'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2054 ***********************************************************************
 GV2054  DESIGNATION -  674 C OF R
 GV2054  PID         -  GV2054
 GV2054  STATE/COUNTY-  VA/C OF RICHMOND
 GV2054  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2054
 GV2054                         *CURRENT SURVEY CONTROL
 GV2054  ___________________________________________________________________
 GV2054* NAD 83(1986)-  37 29 24.     (N)    077 28 39.     (W)     SCALED    
 GV2054* NAVD 88     -        62.891  (meters)     206.33   (feet)  ADJUSTED  
 GV2054  ___________________________________________________________________
 GV2054  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV2054  DYNAMIC HT  -          62.847 (meters)     206.19  (feet)  COMP
 GV2054  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 GV2054
 GV2054  VERT ORDER  -  SECOND    CLASS 0
 GV2054
 GV2054.The horizontal coordinates were scaled from a topographic map and have
 GV2054.an estimated accuracy of +/- 6 seconds.
 GV2054
 GV2054.The orthometric height was determined by differential leveling
 GV2054.and adjusted by the National Geodetic Survey in June 1991..
 GV2054
 GV2054.The geoid height was determined by GEOID03.
 GV2054
 GV2054.The dynamic height is computed by dividing the NAVD 88
 GV2054.geopotential number by the normal gravity value computed on the
 GV2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2054.degrees latitude (g = 980.6199 gals.).
 GV2054
 GV2054.The modeled gravity was interpolated from observed gravity values.
 GV2054
 GV2054;                    North         East    Units  Estimated Accuracy
 GV2054;SPC VA S     - 1,128,850.    3,590,420.      MT  (+/- 180 meters Scaled)
 GV2054
 GV2054                          SUPERSEDED SURVEY CONTROL
 GV2054
 GV2054  NGVD 29 (??/??/??)   63.202  (m)          207.36   (f) ADJUSTED    2 0
 GV2054
 GV2054.Superseded values are not recommended for survey control.
 GV2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2054.See file dsdata.txt to determine how the superseded data were derived.
 GV2054
 GV2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG809521(NAD 83)
 GV2054_MARKER: DD = SURVEY DISK
 GV2054_SETTING: 0 = UNSPECIFIED SETTING
 GV2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2054+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2054
 GV2054  HISTORY     - Date     Condition        Report By
 GV2054  HISTORY     - UNK      MONUMENTED       VA2060
 GV2054  HISTORY     - 1972     GOOD             NGS
 GV2054  HISTORY     - 19951028 GOOD             USPSQD
 GV2054  HISTORY     - 19991023 GOOD             USPSQD
 GV2054  HISTORY     - 20031118 GOOD             USPSQD
 GV2054  HISTORY     - 20050211 GOOD             USPSQD
 GV2054
 GV2054                          STATION DESCRIPTION
 GV2054
 GV2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2054'AT RICHMOND.
 GV2054'5 FEET NORTHEAST OF THE CENTERLINE OF KELNOR AVENUE PROJECTED,
 GV2054'22 FEET SOUTHEAST OF THE CENTERLINE OF CATALINA DRIVE, 8 FEET
 GV2054'NORTHEAST OF VEPCO POLE NO. NE91, 30 FEET NORTHEAST OF A FIRE
 GV2054'HYDRANT EAST OF CATALINA DRIVE, 23 FEET SOUTHEAST OF A SEWER
 GV2054'MANHOLE.
 GV2054'A STANDARD C OF R DISK.
 GV2054
 GV2054                          STATION RECOVERY (1995)
 GV2054
 GV2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2054'RECOVERED IN GOOD CONDITION.
 GV2054
 GV2054                          STATION RECOVERY (1999)
 GV2054
 GV2054'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2054'RECOVERED IN GOOD CONDITION.
 GV2054
 GV2054                          STATION RECOVERY (2003)
 GV2054
 GV2054'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2054'RECOVERED IN GOOD CONDITION.
 GV2054
 GV2054                          STATION RECOVERY (2005)
 GV2054
 GV2054'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0586 ***********************************************************************
 HW0586  DESIGNATION -  674.1
 HW0586  PID         -  HW0586
 HW0586  STATE/COUNTY-  VA/MADISON
 HW0586  USGS QUAD   -  ROCHELLE (1987)
 HW0586
 HW0586                         *CURRENT SURVEY CONTROL
 HW0586  ___________________________________________________________________
 HW0586* NAD 83(1986)-  38 20 17.     (N)    078 20 06.     (W)     SCALED    
 HW0586* NAVD 88     -       205.262  (meters)     673.43   (feet)  ADJUSTED  
 HW0586  ___________________________________________________________________
 HW0586  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0586  DYNAMIC HT  -         205.122 (meters)     672.97  (feet)  COMP
 HW0586  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HW0586
 HW0586  VERT ORDER  -  SECOND    CLASS 0
 HW0586
 HW0586.The horizontal coordinates were scaled from a topographic map and have
 HW0586.an estimated accuracy of +/- 6 seconds.
 HW0586
 HW0586.The orthometric height was determined by differential leveling
 HW0586.and adjusted by the National Geodetic Survey in June 1991..
 HW0586
 HW0586.The geoid height was determined by GEOID03.
 HW0586
 HW0586.The dynamic height is computed by dividing the NAVD 88
 HW0586.geopotential number by the normal gravity value computed on the
 HW0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0586.degrees latitude (g = 980.6199 gals.).
 HW0586
 HW0586.The modeled gravity was interpolated from observed gravity values.
 HW0586
 HW0586;                    North         East    Units  Estimated Accuracy
 HW0586;SPC VA N     - 2,074,540.    3,514,430.      MT  (+/- 180 meters Scaled)
 HW0586
 HW0586                          SUPERSEDED SURVEY CONTROL
 HW0586
 HW0586  NGVD 29 (??/??/92)  205.468  (m)          674.11   (f) ADJ UNCH    2 0
 HW0586
 HW0586.Superseded values are not recommended for survey control.
 HW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0586.See file dsdata.txt to determine how the superseded data were derived.
 HW0586
 HW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC329466(NAD 83)
 HW0586_MARKER: N = NAIL
 HW0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0586_SP_SET: TREE
 HW0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0586
 HW0586  HISTORY     - Date     Condition        Report By
 HW0586  HISTORY     - UNK      MONUMENTED       USGS
 HW0586  HISTORY     - 1935     GOOD             NGS
 HW0586
 HW0586                          STATION DESCRIPTION
 HW0586
 HW0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0586'1.3 MI SE FROM WOLFTOWN.
 HW0586'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 230 FROM THE POST
 HW0586'OFFICE AT WOLFTOWN, MADISON COUNTY, AT THE EAST CORNER OF A ROAD
 HW0586'CROSSING, AT THE NORTH SIDE OF A PRIVATE ENTRANCE, AT THE FENCE,
 HW0586'AND IN THE SOUTHEAST ROOT OF A 30-INCH OAK TREE.  A UNITED STATES
 HW0586'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2019 ***********************************************************************
 GV2019  DESIGNATION -  675 C OF R
 GV2019  PID         -  GV2019
 GV2019  STATE/COUNTY-  VA/C OF RICHMOND
 GV2019  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2019
 GV2019                         *CURRENT SURVEY CONTROL
 GV2019  ___________________________________________________________________
 GV2019* NAD 83(1986)-  37 28 37.     (N)    077 27 28.     (W)     SCALED    
 GV2019* NAVD 88     -        39.601  (meters)     129.92   (feet)  ADJUSTED  
 GV2019  ___________________________________________________________________
 GV2019  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV2019  DYNAMIC HT  -          39.574 (meters)     129.84  (feet)  COMP
 GV2019  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 GV2019
 GV2019  VERT ORDER  -  SECOND    CLASS 0
 GV2019
 GV2019.The horizontal coordinates were scaled from a topographic map and have
 GV2019.an estimated accuracy of +/- 6 seconds.
 GV2019
 GV2019.The orthometric height was determined by differential leveling
 GV2019.and adjusted by the National Geodetic Survey in June 1991..
 GV2019
 GV2019.The geoid height was determined by GEOID03.
 GV2019
 GV2019.The dynamic height is computed by dividing the NAVD 88
 GV2019.geopotential number by the normal gravity value computed on the
 GV2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2019.degrees latitude (g = 980.6199 gals.).
 GV2019
 GV2019.The modeled gravity was interpolated from observed gravity values.
 GV2019
 GV2019;                    North         East    Units  Estimated Accuracy
 GV2019;SPC VA S     - 1,127,420.    3,592,180.      MT  (+/- 180 meters Scaled)
 GV2019
 GV2019                          SUPERSEDED SURVEY CONTROL
 GV2019
 GV2019  NGVD 29 (??/??/??)   39.913  (m)          130.95   (f) ADJUSTED    2 0
 GV2019
 GV2019.Superseded values are not recommended for survey control.
 GV2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2019.See file dsdata.txt to determine how the superseded data were derived.
 GV2019
 GV2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG826506(NAD 83)
 GV2019_MARKER: DD = SURVEY DISK
 GV2019_SETTING: 0 = UNSPECIFIED SETTING
 GV2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2019
 GV2019  HISTORY     - Date     Condition        Report By
 GV2019  HISTORY     - UNK      MONUMENTED       VA2060
 GV2019  HISTORY     - 1973     GOOD             NGS
 GV2019  HISTORY     - 1989     GOOD             USPSQD
 GV2019  HISTORY     - 1991     GOOD             USPSQD
 GV2019  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2019  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV2019  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2019
 GV2019                          STATION DESCRIPTION
 GV2019
 GV2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2019'AT RICHMOND.
 GV2019'19 FEET SOUTHEAST OF THE CENTERLINE OF TWYMAN ROAD, 18 FEET
 GV2019'SOUTHWEST OF THE CENTERLINE OF BELT BOULEVARD, 59.7 FEET
 GV2019'SOUTHEAST OF A FIRE HYDRANT WEST OF BELT BOULEVARD, 63 FEET
 GV2019'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE NO. 3500
 GV2019'BELT BOULEVARD, 121.1 FEET NORTH OF THE NORTHEAST CORNER OF
 GV2019'THE SAME HOUSE. A STANDARD C OF R DISK.
 GV2019
 GV2019                          STATION RECOVERY (1989)
 GV2019
 GV2019'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2019'RECOVERED IN GOOD CONDITION.
 GV2019
 GV2019                          STATION RECOVERY (1991)
 GV2019
 GV2019'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2019'RECOVERED IN GOOD CONDITION.
 GV2019
 GV2019                          STATION RECOVERY (1996)
 GV2019
 GV2019'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2019'MARK NOT FOUND.
 GV2019
 GV2019                          STATION RECOVERY (1999)
 GV2019
 GV2019'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2019'MARK NOT FOUND.
 GV2019
 GV2019                          STATION RECOVERY (2004)
 GV2019
 GV2019'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2019'UNDER WIDENED SECTION OF BELT BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2020 ***********************************************************************
 GV2020  DESIGNATION -  676 C OF R
 GV2020  PID         -  GV2020
 GV2020  STATE/COUNTY-  VA/C OF RICHMOND
 GV2020  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2020
 GV2020                         *CURRENT SURVEY CONTROL
 GV2020  ___________________________________________________________________
 GV2020* NAD 83(1986)-  37 28 24.     (N)    077 27 21.     (W)     SCALED    
 GV2020* NAVD 88     -        36.325  (meters)     119.18   (feet)  ADJUSTED  
 GV2020  ___________________________________________________________________
 GV2020  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GV2020  DYNAMIC HT  -          36.300 (meters)     119.09  (feet)  COMP
 GV2020  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 GV2020
 GV2020  VERT ORDER  -  SECOND    CLASS 0
 GV2020
 GV2020.The horizontal coordinates were scaled from a topographic map and have
 GV2020.an estimated accuracy of +/- 6 seconds.
 GV2020
 GV2020.The orthometric height was determined by differential leveling
 GV2020.and adjusted by the National Geodetic Survey in June 1991..
 GV2020
 GV2020.The geoid height was determined by GEOID03.
 GV2020
 GV2020.The dynamic height is computed by dividing the NAVD 88
 GV2020.geopotential number by the normal gravity value computed on the
 GV2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2020.degrees latitude (g = 980.6199 gals.).
 GV2020
 GV2020.The modeled gravity was interpolated from observed gravity values.
 GV2020
 GV2020;                    North         East    Units  Estimated Accuracy
 GV2020;SPC VA S     - 1,127,020.    3,592,360.      MT  (+/- 180 meters Scaled)
 GV2020
 GV2020                          SUPERSEDED SURVEY CONTROL
 GV2020
 GV2020  NGVD 29 (??/??/??)   36.637  (m)          120.20   (f) ADJUSTED    2 0
 GV2020
 GV2020.Superseded values are not recommended for survey control.
 GV2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2020.See file dsdata.txt to determine how the superseded data were derived.
 GV2020
 GV2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG828502(NAD 83)
 GV2020_MARKER: DD = SURVEY DISK
 GV2020_SETTING: 0 = UNSPECIFIED SETTING
 GV2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2020
 GV2020  HISTORY     - Date     Condition        Report By
 GV2020  HISTORY     - UNK      MONUMENTED       VA2060
 GV2020  HISTORY     - 1972     GOOD             NGS
 GV2020  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2020  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2020  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2020  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2020  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2020
 GV2020                          STATION DESCRIPTION
 GV2020
 GV2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2020'AT RICHMOND.
 GV2020'LOCATED ON BELT BOULEVARD NORTHWEST OF BELLS ROAD, 15 FEET
 GV2020'SOUTHWEST OF THE CENTERLINE OF BELT BOULEVARD, 66 FEET NORTH
 GV2020'OF THE NORTH CORNER OF A FRAME HOUSE NO. 3800 BELT BOULEVARD,
 GV2020'84 FEET NORTH OF THE EAST CORNER OF THE SAME HOUSE, 29 FEET
 GV2020'SOUTHEAST OF A FIRE HYDRANT WEST OF BELT BOULEVARD, 31 FEET
 GV2020'SOUTHWEST OF VEPCO POLE NO. BK68. A STANDARD C OF R DISK.
 GV2020
 GV2020                          STATION RECOVERY (1989)
 GV2020
 GV2020'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2020'MARK NOT FOUND.
 GV2020
 GV2020                          STATION RECOVERY (1991)
 GV2020
 GV2020'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2020'MARK NOT FOUND.
 GV2020
 GV2020                          STATION RECOVERY (1996)
 GV2020
 GV2020'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2020'MARK NOT FOUND.
 GV2020
 GV2020                          STATION RECOVERY (1999)
 GV2020
 GV2020'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2020'MARK NOT FOUND.
 GV2020
 GV2020                          STATION RECOVERY (2004)
 GV2020
 GV2020'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2020'NO HOUSE. ALL ROADS AND DRIVEWAYS REWORKED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1655 ***********************************************************************
 GV1655  DESIGNATION -  67.6 SCLRR
 GV1655  PID         -  GV1655
 GV1655  STATE/COUNTY-  VA/CHESTERFIELD
 GV1655  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1655
 GV1655                         *CURRENT SURVEY CONTROL
 GV1655  ___________________________________________________________________
 GV1655* NAD 83(1986)-  37 27 49.     (N)    077 26 17.     (W)     SCALED    
 GV1655* NAVD 88     -        20.28   (+/-2cm)      66.5    (feet)  VERTCON   
 GV1655  ___________________________________________________________________
 GV1655  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV1655
 GV1655  VERT ORDER  -  ? (See Below)
 GV1655
 GV1655.The horizontal coordinates were scaled from a topographic map and have
 GV1655.an estimated accuracy of +/- 6 seconds.
 GV1655
 GV1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1655.The vertical order pertains to the NGVD 29 superseded value.
 GV1655
 GV1655.The geoid height was determined by GEOID03.
 GV1655
 GV1655;                    North         East    Units  Estimated Accuracy
 GV1655;SPC VA S     - 1,125,960.    3,593,940.      MT  (+/- 180 meters Scaled)
 GV1655
 GV1655                          SUPERSEDED SURVEY CONTROL
 GV1655
 GV1655  NGVD 29 (??/??/??)   20.599  (m)           67.58   (f) ADJUSTED    ?  
 GV1655
 GV1655.Superseded values are not recommended for survey control.
 GV1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1655.See file dsdata.txt to determine how the superseded data were derived.
 GV1655
 GV1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG843490(NAD 83)
 GV1655_MARKER: Z = SEE DESCRIPTION
 GV1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1655+STABILITY: SURFACE MOTION
 GV1655
 GV1655  HISTORY     - Date     Condition        Report By
 GV1655  HISTORY     - UNK      MONUMENTED       SCLRR
 GV1655  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1655  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1655  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV1655  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1655
 GV1655                          STATION DESCRIPTION
 GV1655
 GV1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1655'AT FANSHAW.
 GV1655'AT FANSHAW, CHESTERFIELD COUNTY, ON THE SEABOARD AIR LINE RAILROAD,
 GV1655'ABOUT 1/4 MILE NORTH OF THE CROSSING OF THE ROAD LEADING TO THE
 GV1655'DUPONT RAYON CO. PLANT, AT THE SPUR-TRACK SIGN, 11 FEET SOUTH OF
 GV1655'AUTOMATIC BLOCK SIGNAL 54, AND 50 FEET EAST OF THE CENTER LINE
 GV1655'OF THE TRACK.  A BRASS PLUG, SET IN THE TOP OF A 6-INCH SQUARE
 GV1655'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GV1655
 GV1655                          STATION RECOVERY (1989)
 GV1655
 GV1655'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV1655'MARK NOT FOUND.
 GV1655
 GV1655                          STATION RECOVERY (1999)
 GV1655
 GV1655'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1655'MARK NOT FOUND.
 GV1655
 GV1655                          STATION RECOVERY (2004)
 GV1655
 GV1655'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2596 ***********************************************************************
 HV2596  DESIGNATION -  676 USE
 HV2596  PID         -  HV2596
 HV2596  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2596  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2596
 HV2596                         *CURRENT SURVEY CONTROL
 HV2596  ___________________________________________________________________
 HV2596* NAD 83(1986)-  38 43 14.     (N)    077 23 39.     (W)     SCALED    
 HV2596* NAVD 88     -        34.604  (meters)     113.53   (feet)  ADJUSTED  
 HV2596  ___________________________________________________________________
 HV2596  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV2596  DYNAMIC HT  -          34.584 (meters)     113.46  (feet)  COMP
 HV2596  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 HV2596
 HV2596  VERT ORDER  -  SECOND    CLASS 0
 HV2596
 HV2596.The horizontal coordinates were scaled from a topographic map and have
 HV2596.an estimated accuracy of +/- 6 seconds.
 HV2596
 HV2596.The orthometric height was determined by differential leveling
 HV2596.and adjusted by the National Geodetic Survey in June 1991..
 HV2596
 HV2596.The geoid height was determined by GEOID03.
 HV2596
 HV2596.The dynamic height is computed by dividing the NAVD 88
 HV2596.geopotential number by the normal gravity value computed on the
 HV2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2596.degrees latitude (g = 980.6199 gals.).
 HV2596
 HV2596.The modeled gravity was interpolated from observed gravity values.
 HV2596
 HV2596;                    North         East    Units  Estimated Accuracy
 HV2596;SPC VA N     - 2,117,560.    3,596,160.      MT  (+/- 180 meters Scaled)
 HV2596
 HV2596                          SUPERSEDED SURVEY CONTROL
 HV2596
 HV2596  NGVD 29 (??/??/??)   34.852  (m)          114.34   (f) ADJUSTED    2 0
 HV2596
 HV2596.Superseded values are not recommended for survey control.
 HV2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2596.See file dsdata.txt to determine how the superseded data were derived.
 HV2596
 HV2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH918884(NAD 83)
 HV2596_MARKER: DD = SURVEY DISK
 HV2596_SETTING: 66 = SET IN ROCK OUTCROP
 HV2596_SP_SET: BEDROCK
 HV2596_STAMPING: 676
 HV2596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV2596+STABILITY: POSITION/ELEVATION WELL
 HV2596
 HV2596  HISTORY     - Date     Condition        Report By
 HV2596  HISTORY     - UNK      MONUMENTED       DOD
 HV2596  HISTORY     - 1935     GOOD             CGS
 HV2596
 HV2596                          STATION DESCRIPTION
 HV2596
 HV2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2596'4.6 MI SE FROM MANASSAS.
 HV2596'4.6 MILES SOUTHEAST ALONG SECDONARY STATE HIGHWAY 612 FROM THE
 HV2596'SOUTHERN RAILWAY STATION AT MANASSAS, PRINCE WILLIAM COUNTY,
 HV2596'THENCE 1.2 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 663,
 HV2596'40 FEET EAST OF THE NORTH END OF A BRIDGE OVERT OCCOQUAN CREEK,
 HV2596'30 FEET NORTH OF THE CREEK, 20 FEET LOWER THAN THE BRIDGE, AND
 HV2596'IN THE TOP OF BEDROCK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 HV2596'DISK, STAMPED 676.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2021 ***********************************************************************
 GV2021  DESIGNATION -  677 C OF R
 GV2021  PID         -  GV2021
 GV2021  STATE/COUNTY-  VA/C OF RICHMOND
 GV2021  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2021
 GV2021                         *CURRENT SURVEY CONTROL
 GV2021  ___________________________________________________________________
 GV2021* NAD 83(1986)-  37 28 22.     (N)    077 27 00.     (W)     SCALED    
 GV2021* NAVD 88     -        28.947  (meters)      94.97   (feet)  ADJUSTED  
 GV2021  ___________________________________________________________________
 GV2021  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV2021  DYNAMIC HT  -          28.927 (meters)      94.90  (feet)  COMP
 GV2021  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 GV2021
 GV2021  VERT ORDER  -  SECOND    CLASS 0
 GV2021
 GV2021.The horizontal coordinates were scaled from a topographic map and have
 GV2021.an estimated accuracy of +/- 6 seconds.
 GV2021
 GV2021.The orthometric height was determined by differential leveling
 GV2021.and adjusted by the National Geodetic Survey in June 1991..
 GV2021
 GV2021.The geoid height was determined by GEOID03.
 GV2021
 GV2021.The dynamic height is computed by dividing the NAVD 88
 GV2021.geopotential number by the normal gravity value computed on the
 GV2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2021.degrees latitude (g = 980.6199 gals.).
 GV2021
 GV2021.The modeled gravity was interpolated from observed gravity values.
 GV2021
 GV2021;                    North         East    Units  Estimated Accuracy
 GV2021;SPC VA S     - 1,126,970.    3,592,870.      MT  (+/- 180 meters Scaled)
 GV2021
 GV2021                          SUPERSEDED SURVEY CONTROL
 GV2021
 GV2021  NGVD 29 (??/??/??)   29.259  (m)           95.99   (f) ADJUSTED    2 0
 GV2021
 GV2021.Superseded values are not recommended for survey control.
 GV2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2021.See file dsdata.txt to determine how the superseded data were derived.
 GV2021
 GV2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG833501(NAD 83)
 GV2021_MARKER: DD = SURVEY DISK
 GV2021_SETTING: 0 = UNSPECIFIED SETTING
 GV2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2021
 GV2021  HISTORY     - Date     Condition        Report By
 GV2021  HISTORY     - UNK      MONUMENTED       VA2060
 GV2021  HISTORY     - 1973     GOOD             NGS
 GV2021  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2021  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2021  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV2021  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2021  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2021
 GV2021                          STATION DESCRIPTION
 GV2021
 GV2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2021'AT RICHMOND.
 GV2021'LOCATED ON BELLS ROAD WEST OF THE S.C.L.R.R., 20 FEET NORTH
 GV2021'OF THE CENTERLINE OF BELLS ROAD, 31 FEET EAST OF THE CENTERLINE
 GV2021'OF A PRIVATE ROAD (TO BRANDON SILO CORP.), 82.6 FEET NORTHEAST
 GV2021'OF A FIRE HYDRANT SOUTH OF BELLS ROAD, 58.2 FEET NORTHWEST OF
 GV2021'VEPCO POLE NO. FK03, 55.2 FEET NORTHWEST OF A 2.5 FEET OAK.
 GV2021'A STANDARD C OF R DISK.
 GV2021
 GV2021                          STATION RECOVERY (1989)
 GV2021
 GV2021'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAB)
 GV2021'MARK NOT FOUND.
 GV2021
 GV2021                          STATION RECOVERY (1991)
 GV2021
 GV2021'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2021'MARK NOT FOUND.
 GV2021
 GV2021                          STATION RECOVERY (1996)
 GV2021
 GV2021'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2021'MARK NOT FOUND.
 GV2021
 GV2021                          STATION RECOVERY (1999)
 GV2021
 GV2021'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2021'MARK NOT FOUND.
 GV2021
 GV2021                          STATION RECOVERY (2004)
 GV2021
 GV2021'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2021'UNDER CURB OR SIDEWALK OF WIDENED ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2018 ***********************************************************************
 GV2018  DESIGNATION -  678 C OF R
 GV2018  PID         -  GV2018
 GV2018  STATE/COUNTY-  VA/C OF RICHMOND
 GV2018  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2018
 GV2018                         *CURRENT SURVEY CONTROL
 GV2018  ___________________________________________________________________
 GV2018* NAD 83(1986)-  37 28 44.     (N)    077 27 08.     (W)     SCALED    
 GV2018* NAVD 88     -        37.544  (meters)     123.18   (feet)  ADJUSTED  
 GV2018  ___________________________________________________________________
 GV2018  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV2018  DYNAMIC HT  -          37.518 (meters)     123.09  (feet)  COMP
 GV2018  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV2018
 GV2018  VERT ORDER  -  SECOND    CLASS 0
 GV2018
 GV2018.The horizontal coordinates were scaled from a topographic map and have
 GV2018.an estimated accuracy of +/- 6 seconds.
 GV2018
 GV2018.The orthometric height was determined by differential leveling
 GV2018.and adjusted by the National Geodetic Survey in June 1991..
 GV2018
 GV2018.The geoid height was determined by GEOID03.
 GV2018
 GV2018.The dynamic height is computed by dividing the NAVD 88
 GV2018.geopotential number by the normal gravity value computed on the
 GV2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2018.degrees latitude (g = 980.6199 gals.).
 GV2018
 GV2018.The modeled gravity was interpolated from observed gravity values.
 GV2018
 GV2018;                    North         East    Units  Estimated Accuracy
 GV2018;SPC VA S     - 1,127,640.    3,592,670.      MT  (+/- 180 meters Scaled)
 GV2018
 GV2018                          SUPERSEDED SURVEY CONTROL
 GV2018
 GV2018  NGVD 29 (??/??/??)   37.856  (m)          124.20   (f) ADJUSTED    2 0
 GV2018
 GV2018.Superseded values are not recommended for survey control.
 GV2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2018.See file dsdata.txt to determine how the superseded data were derived.
 GV2018
 GV2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG831508(NAD 83)
 GV2018_MARKER: DD = SURVEY DISK
 GV2018_SETTING: 0 = UNSPECIFIED SETTING
 GV2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2018+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2018
 GV2018  HISTORY     - Date     Condition        Report By
 GV2018  HISTORY     - UNK      MONUMENTED       VA2060
 GV2018  HISTORY     - 1972     GOOD             NGS
 GV2018  HISTORY     - 1989     GOOD             USPSQD
 GV2018  HISTORY     - 1991     GOOD             USPSQD
 GV2018  HISTORY     - 19951028 GOOD             USPSQD
 GV2018  HISTORY     - 19991108 GOOD             USPSQD
 GV2018  HISTORY     - 20031103 GOOD             USPSQD
 GV2018
 GV2018                          STATION DESCRIPTION
 GV2018
 GV2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2018'AT RICHMOND.
 GV2018'18 FEET WEST OF THE CENTERLINE OF LANEWOOD DRIVE, 18 FEET SOUTH
 GV2018'OF THE CENTERLINE OF ILEX AVENUE, 55.3 FEET NORTHEAST OF THE
 GV2018'NORTHEAST CORNER OF A FRAME HOUSE NO. 3200 LANEWOOD DRIVE, 63.3
 GV2018'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE NO.
 GV2018'3156 LANEWOOD DRIVE, 30 FEET NORTHWEST OF VEPCO POLE NO. E038.
 GV2018'A STANDARD C OF R DISK.
 GV2018
 GV2018                          STATION RECOVERY (1989)
 GV2018
 GV2018'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2018'RECOVERED IN GOOD CONDITION.
 GV2018
 GV2018                          STATION RECOVERY (1991)
 GV2018
 GV2018'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2018'RECOVERED IN GOOD CONDITION.
 GV2018
 GV2018                          STATION RECOVERY (1995)
 GV2018
 GV2018'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2018'RECOVERED IN GOOD CONDITION.
 GV2018
 GV2018                          STATION RECOVERY (1999)
 GV2018
 GV2018'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2018'RECOVERED IN GOOD CONDITION.
 GV2018
 GV2018                          STATION RECOVERY (2003)
 GV2018
 GV2018'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2050 ***********************************************************************
 GV2050  DESIGNATION -  679 C OF R
 GV2050  PID         -  GV2050
 GV2050  STATE/COUNTY-  VA/C OF RICHMOND
 GV2050  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2050
 GV2050                         *CURRENT SURVEY CONTROL
 GV2050  ___________________________________________________________________
 GV2050* NAD 83(1986)-  37 29 52.     (N)    077 28 25.     (W)     SCALED    
 GV2050* NAVD 88     -        59.065  (meters)     193.78   (feet)  ADJUSTED  
 GV2050  ___________________________________________________________________
 GV2050  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV2050  DYNAMIC HT  -          59.024 (meters)     193.65  (feet)  COMP
 GV2050  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 GV2050
 GV2050  VERT ORDER  -  SECOND    CLASS 0
 GV2050
 GV2050.The horizontal coordinates were scaled from a topographic map and have
 GV2050.an estimated accuracy of +/- 6 seconds.
 GV2050
 GV2050.The orthometric height was determined by differential leveling
 GV2050.and adjusted by the National Geodetic Survey in June 1991..
 GV2050
 GV2050.The geoid height was determined by GEOID03.
 GV2050
 GV2050.The dynamic height is computed by dividing the NAVD 88
 GV2050.geopotential number by the normal gravity value computed on the
 GV2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2050.degrees latitude (g = 980.6199 gals.).
 GV2050
 GV2050.The modeled gravity was interpolated from observed gravity values.
 GV2050
 GV2050;                    North         East    Units  Estimated Accuracy
 GV2050;SPC VA S     - 1,129,720.    3,590,760.      MT  (+/- 180 meters Scaled)
 GV2050
 GV2050                          SUPERSEDED SURVEY CONTROL
 GV2050
 GV2050  NGVD 29 (??/??/??)   59.376  (m)          194.80   (f) ADJUSTED    2 0
 GV2050
 GV2050.Superseded values are not recommended for survey control.
 GV2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2050.See file dsdata.txt to determine how the superseded data were derived.
 GV2050
 GV2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG813529(NAD 83)
 GV2050_MARKER: DD = SURVEY DISK
 GV2050_SETTING: 0 = UNSPECIFIED SETTING
 GV2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2050+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV2050
 GV2050  HISTORY     - Date     Condition        Report By
 GV2050  HISTORY     - UNK      MONUMENTED       VA2060
 GV2050  HISTORY     - 1972     GOOD             NGS
 GV2050  HISTORY     - 19951028 GOOD             USPSQD
 GV2050  HISTORY     - 19991023 GOOD             USPSQD
 GV2050  HISTORY     - 20031118 GOOD             USPSQD
 GV2050  HISTORY     - 20050207 GOOD             USPSQD
 GV2050
 GV2050                          STATION DESCRIPTION
 GV2050
 GV2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2050'AT RICHMOND.
 GV2050'22 FEET NORTHEAST OF THE CENTERLINE OF EVERGREEN AVENUE, 23 FEET
 GV2050'NORTHWEST OF THE CENTERLINE OF DELOAK AVENUE, 38.7 FEET SOUTHWEST
 GV2050'OF THE SOUTH CORNER OF A BRICK HOUSE NO. 1129 EVERGREEN AVENUE,
 GV2050'59.4 FEET SOUTH OF THE WEST CORNER OF THE SAME HOUSE, 27.2 FEET
 GV2050'NORTH OF A SEWER MANHOLE.
 GV2050'A STANDARD C OF R DISK.
 GV2050
 GV2050                          STATION RECOVERY (1995)
 GV2050
 GV2050'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2050'RECOVERED IN GOOD CONDITION.
 GV2050
 GV2050                          STATION RECOVERY (1999)
 GV2050
 GV2050'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2050'RECOVERED IN GOOD CONDITION.
 GV2050
 GV2050                          STATION RECOVERY (2003)
 GV2050
 GV2050'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2050'RECOVERED IN GOOD CONDITION.
 GV2050
 GV2050                          STATION RECOVERY (2005)
 GV2050
 GV2050'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5776 ***********************************************************************
 GV5776  DESIGNATION -  68
 GV5776  PID         -  GV5776
 GV5776  STATE/COUNTY-  VA/C OF RICHMOND
 GV5776  USGS QUAD   -  BON AIR (1994)
 GV5776
 GV5776                         *CURRENT SURVEY CONTROL
 GV5776  ___________________________________________________________________
 GV5776* NAD 83(1993)-  37 33 32.57484(N)    077 32 07.38391(W)     ADJUSTED  
 GV5776* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 GV5776  ___________________________________________________________________
 GV5776  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV5776  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5776
 GV5776  HORZ ORDER  -  SECOND
 GV5776  VERT ORDER  -  THIRD ? (See Below)
 GV5776
 GV5776.The horizontal coordinates were established by classical geodetic methods
 GV5776.and adjusted by the National Geodetic Survey in November 1994..
 GV5776
 GV5776.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5776.The vertical order pertains to the NGVD 29 superseded value.
 GV5776
 GV5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5776
 GV5776.The geoid height was determined by GEOID03.
 GV5776
 GV5776;                    North         East     Units Scale Factor Converg.
 GV5776;SPC VA S     - 1,136,459.974 3,585,223.686   MT  0.99995097   +0 35 07.6
 GV5776;SPC VA S     - 3,728,535.76 11,762,521.38   sFT  0.99995097   +0 35 07.6
 GV5776;UTM  18      - 4,159,913.888   276,054.827   MT  1.00021778   -1 32 46.2
 GV5776
 GV5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5776!SPC VA S     -   0.99999978  x   0.99995097  =   0.99995075
 GV5776!UTM  18      -   0.99999978  x   1.00021778  =   1.00021756
 GV5776
 GV5776:                Primary Azimuth Mark                     Grid Az
 GV5776:SPC VA S     -  69                                       062 52 46.3
 GV5776:UTM  18      -  69                                       065 00 40.1
 GV5776
 GV5776|---------------------------------------------------------------------|
 GV5776| PID    Reference Object                     Distance      Geod. Az  |
 GV5776|                                                           dddmmss.s |
 GV5776| GV5754 69                                  APPROX. 1.0 KM 0632753.9 |
 GV5776| DC5523 68 RM                                18.577 METERS 08822     |
 GV5776|---------------------------------------------------------------------|
 GV5776
 GV5776                          SUPERSEDED SURVEY CONTROL
 GV5776
 GV5776  NAD 83(1986)-  37 33 32.58112(N)    077 32 07.40111(W) AD(       ) 2
 GV5776  NAD 27      -  37 33 32.05274(N)    077 32 08.45231(W) AD(       ) 2
 GV5776  NGVD 29 (07/19/86)   34.57   (m)          113.4    (f) LEVELING    3  
 GV5776
 GV5776.Superseded values are not recommended for survey control.
 GV5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5776.See file dsdata.txt to determine how the superseded data were derived.
 GV5776
 GV5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7605559914(NAD 83)
 GV5776_MARKER: Z = SEE DESCRIPTION
 GV5776_SETTING: 0 = UNSPECIFIED SETTING
 GV5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5776+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5776
 GV5776  HISTORY     - Date     Condition        Report By
 GV5776  HISTORY     - 1972     MONUMENTED       VA2060
 GV5776  HISTORY     - 19951113 GOOD             USPSQD
 GV5776  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 GV5776  HISTORY     - 20031108 GOOD             USPSQD
 GV5776  HISTORY     - 20050207 GOOD             USPSQD
 GV5776
 GV5776                          STATION DESCRIPTION
 GV5776
 GV5776'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5776'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5776'BUFORD RD., THENCE WEST ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5776'THENCE NORTHEAST ON HUGUENOT RD. 1.65 MILES TO RIVERSIDE DR.,
 GV5776'THENCE EAST ON RIVERSIDE DR. 0.40 MILE TO POINT NO. 68.
 GV5776'
 GV5776'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5776'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5776'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5776'ABOUT 6 INCHES BELOW GROUND.
 GV5776'
 GV5776'33.9 FEET S. OF V. E. AND P. CO. POLE NO. 23365, 19.8 FEET S. OF
 GV5776'C/L OF RIVERSIDE DR., 31.6 FET N. E. OF 30 INCHES OAK TREE.
 GV5776'
 GV5776'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5776'CENTER OF PIN, SET FLUSH TO GROUND.  67.8 FEET S. W. OF V. E. AND
 GV5776'P. CO. POLE NO. 23366. 17.3 FEET S. OF C/L OF RIVERSIDE DR., 68.8
 GV5776'FEET S. E. OF V. E. AND P. CO. POLE NO. 23365.
 GV5776'
 GV5776'DISTANCE BETWEEN PT. 68 AND R. M. IS 60.95 FT., 18.577 M.
 GV5776'
 GV5776'NEAREST TOWN--RICHMOND.
 GV5776
 GV5776                          STATION RECOVERY (1995)
 GV5776
 GV5776'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5776'RECOVERED IN GOOD CONDITION.
 GV5776
 GV5776                          STATION RECOVERY (1999)
 GV5776
 GV5776'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5776'MARK NOT FOUND.
 GV5776
 GV5776                          STATION RECOVERY (2003)
 GV5776
 GV5776'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5776'RECOVERED IN GOOD CONDITION.
 GV5776
 GV5776                          STATION RECOVERY (2005)
 GV5776
 GV5776'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1815 ***********************************************************************
 GV1815  DESIGNATION -  68 USGS
 GV1815  PID         -  GV1815
 GV1815  STATE/COUNTY-  VA/SURRY
 GV1815  USGS QUAD   -  SAVEDGE (1974)
 GV1815
 GV1815                         *CURRENT SURVEY CONTROL
 GV1815  ___________________________________________________________________
 GV1815* NAD 83(1986)-  37 11 07.     (N)    077 01 54.     (W)     SCALED    
 GV1815* NAVD 88     -        20.197  (meters)      66.26   (feet)  ADJUSTED  
 GV1815  ___________________________________________________________________
 GV1815  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GV1815  DYNAMIC HT  -          20.183 (meters)      66.22  (feet)  COMP
 GV1815  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 GV1815
 GV1815  VERT ORDER  -  SECOND    CLASS 0
 GV1815
 GV1815.The horizontal coordinates were scaled from a topographic map and have
 GV1815.an estimated accuracy of +/- 6 seconds.
 GV1815
 GV1815.The orthometric height was determined by differential leveling
 GV1815.and adjusted by the National Geodetic Survey in June 1991..
 GV1815
 GV1815.The geoid height was determined by GEOID03.
 GV1815
 GV1815.The dynamic height is computed by dividing the NAVD 88
 GV1815.geopotential number by the normal gravity value computed on the
 GV1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1815.degrees latitude (g = 980.6199 gals.).
 GV1815
 GV1815.The modeled gravity was interpolated from observed gravity values.
 GV1815
 GV1815;                    North         East    Units  Estimated Accuracy
 GV1815;SPC VA S     - 1,095,560.    3,630,370.      MT  (+/- 180 meters Scaled)
 GV1815
 GV1815                          SUPERSEDED SURVEY CONTROL
 GV1815
 GV1815  NGVD 29 (??/??/??)   20.552  (m)           67.43   (f) ADJUSTED    2 0
 GV1815
 GV1815.Superseded values are not recommended for survey control.
 GV1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1815.See file dsdata.txt to determine how the superseded data were derived.
 GV1815
 GV1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG196173(NAD 83)
 GV1815_MARKER: DD = SURVEY DISK
 GV1815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1815_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1815_STAMPING: 68 VA 68 1917
 GV1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1815
 GV1815  HISTORY     - Date     Condition        Report By
 GV1815  HISTORY     - 1917     MONUMENTED       USGS
 GV1815  HISTORY     - 1960     GOOD             CGS
 GV1815  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV1815  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV1815
 GV1815                          STATION DESCRIPTION
 GV1815
 GV1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1815'AT CABIN POINT.
 GV1815'AT CABIN POINT, SURRY COUNTY, ON STATE HIGHWAY 10, AT THE NORTH
 GV1815'JUNCTION OF SECONDARY STATE HIGHWAY 602 LEADING EAST, 36 FEET
 GV1815'NORTH OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 602, 18 FEET
 GV1815'EAST OF THE CENTER LINE OF STATE HIGHWAY 10, AND 32 FEET SOUTHWEST
 GV1815'OF THE SOUTHWEST CORNER OF A RICHFIELD SERVICE STATION AND STORE.
 GV1815'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 68 VA
 GV1815'68 1917 AND RIVETED ON THE TOP OF AN IRON POST.  NOTE-- AT
 GV1815'JUNCTION OF STATE HIGHWAY 10 AND COUNTY ROAD 613 INSTEAD OF 602.
 GV1815'THIS MARK HAS BEEN RUN OVER AND IS SMOOTH WITH THE PAVEMENT AND
 GV1815'SHOULD BE USED WITH CARE.
 GV1815
 GV1815                          STATION RECOVERY (1997)
 GV1815
 GV1815'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1815'MARK NOT FOUND.
 GV1815
 GV1815                          STATION RECOVERY (2002)
 GV1815
 GV1815'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV1815'MARK NOT FOUND ROAD HAS BEEN WIDENED OVER LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2052 ***********************************************************************
 GV2052  DESIGNATION -  680 C OF R
 GV2052  PID         -  GV2052
 GV2052  STATE/COUNTY-  VA/C OF RICHMOND
 GV2052  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2052
 GV2052                         *CURRENT SURVEY CONTROL
 GV2052  ___________________________________________________________________
 GV2052* NAD 83(1986)-  37 29 43.     (N)    077 28 33.     (W)     SCALED    
 GV2052* NAVD 88     -        56.617  (meters)     185.75   (feet)  ADJUSTED  
 GV2052  ___________________________________________________________________
 GV2052  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV2052  DYNAMIC HT  -          56.577 (meters)     185.62  (feet)  COMP
 GV2052  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 GV2052
 GV2052  VERT ORDER  -  SECOND    CLASS 0
 GV2052
 GV2052.The horizontal coordinates were scaled from a topographic map and have
 GV2052.an estimated accuracy of +/- 6 seconds.
 GV2052
 GV2052.The orthometric height was determined by differential leveling
 GV2052.and adjusted by the National Geodetic Survey in June 1991..
 GV2052
 GV2052.The geoid height was determined by GEOID03.
 GV2052
 GV2052.The dynamic height is computed by dividing the NAVD 88
 GV2052.geopotential number by the normal gravity value computed on the
 GV2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2052.degrees latitude (g = 980.6199 gals.).
 GV2052
 GV2052.The modeled gravity was interpolated from observed gravity values.
 GV2052
 GV2052;                    North         East    Units  Estimated Accuracy
 GV2052;SPC VA S     - 1,129,440.    3,590,560.      MT  (+/- 180 meters Scaled)
 GV2052
 GV2052                          SUPERSEDED SURVEY CONTROL
 GV2052
 GV2052  NGVD 29 (??/??/??)   56.929  (m)          186.77   (f) ADJUSTED    2 0
 GV2052
 GV2052.Superseded values are not recommended for survey control.
 GV2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2052.See file dsdata.txt to determine how the superseded data were derived.
 GV2052
 GV2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG811526(NAD 83)
 GV2052_MARKER: DD = SURVEY DISK
 GV2052_SETTING: 0 = UNSPECIFIED SETTING
 GV2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2052+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV2052
 GV2052  HISTORY     - Date     Condition        Report By
 GV2052  HISTORY     - UNK      MONUMENTED       VA2060
 GV2052  HISTORY     - 1972     GOOD             NGS
 GV2052  HISTORY     - 19951028 GOOD             USPSQD
 GV2052  HISTORY     - 19991023 GOOD             USPSQD
 GV2052  HISTORY     - 20031118 GOOD             USPSQD
 GV2052  HISTORY     - 20050207 GOOD             USPSQD
 GV2052
 GV2052                          STATION DESCRIPTION
 GV2052
 GV2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2052'AT RICHMOND.
 GV2052'29 FEET NORTHWEST OF THE CENTERLINE OF KINGSWOOD STREET, 30
 GV2052'FEET SOUTHWEST OF THE CENTERLINE OF SUNBURY ROAD, 50 FEET
 GV2052'SOUTHEAST OF THE EAST CORNER OF BRICK HOUSE NO. 1400 KINGSWOOD
 GV2052'STREET, 75.8 FEET EAST OF THE SOUTHWEST CORNER OF THE SAME
 GV2052'HOUSE, 44.5 FEET WEST OF A SEWER MANHOLE.
 GV2052'A STANDARD C OF R DISK.
 GV2052
 GV2052                          STATION RECOVERY (1995)
 GV2052
 GV2052'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2052'RECOVERED IN GOOD CONDITION.
 GV2052
 GV2052                          STATION RECOVERY (1999)
 GV2052
 GV2052'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2052'RECOVERED IN GOOD CONDITION.
 GV2052
 GV2052                          STATION RECOVERY (2003)
 GV2052
 GV2052'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2052'RECOVERED IN GOOD CONDITION.
 GV2052
 GV2052                          STATION RECOVERY (2005)
 GV2052
 GV2052'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2051 ***********************************************************************
 GV2051  DESIGNATION -  681 C OF R
 GV2051  PID         -  GV2051
 GV2051  STATE/COUNTY-  VA/C OF RICHMOND
 GV2051  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2051
 GV2051                         *CURRENT SURVEY CONTROL
 GV2051  ___________________________________________________________________
 GV2051* NAD 83(1986)-  37 29 43.     (N)    077 28 17.     (W)     SCALED    
 GV2051* NAVD 88     -        58.752  (meters)     192.76   (feet)  ADJUSTED  
 GV2051  ___________________________________________________________________
 GV2051  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2051  DYNAMIC HT  -          58.711 (meters)     192.62  (feet)  COMP
 GV2051  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 GV2051
 GV2051  VERT ORDER  -  SECOND    CLASS 0
 GV2051
 GV2051.The horizontal coordinates were scaled from a topographic map and have
 GV2051.an estimated accuracy of +/- 6 seconds.
 GV2051
 GV2051.The orthometric height was determined by differential leveling
 GV2051.and adjusted by the National Geodetic Survey in June 1991..
 GV2051
 GV2051.The geoid height was determined by GEOID03.
 GV2051
 GV2051.The dynamic height is computed by dividing the NAVD 88
 GV2051.geopotential number by the normal gravity value computed on the
 GV2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2051.degrees latitude (g = 980.6199 gals.).
 GV2051
 GV2051.The modeled gravity was interpolated from observed gravity values.
 GV2051
 GV2051;                    North         East    Units  Estimated Accuracy
 GV2051;SPC VA S     - 1,129,440.    3,590,960.      MT  (+/- 180 meters Scaled)
 GV2051
 GV2051                          SUPERSEDED SURVEY CONTROL
 GV2051
 GV2051  NGVD 29 (??/??/??)   59.064  (m)          193.78   (f) ADJUSTED    2 0
 GV2051
 GV2051.Superseded values are not recommended for survey control.
 GV2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2051.See file dsdata.txt to determine how the superseded data were derived.
 GV2051
 GV2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG815526(NAD 83)
 GV2051_MARKER: DD = SURVEY DISK
 GV2051_SETTING: 0 = UNSPECIFIED SETTING
 GV2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2051+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV2051
 GV2051  HISTORY     - Date     Condition        Report By
 GV2051  HISTORY     - UNK      MONUMENTED       VA2060
 GV2051  HISTORY     - 1972     GOOD             NGS
 GV2051  HISTORY     - 19951028 GOOD             USPSQD
 GV2051  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2051  HISTORY     - 20031118 GOOD             USPSQD
 GV2051  HISTORY     - 20050207 GOOD             USPSQD
 GV2051
 GV2051                          STATION DESCRIPTION
 GV2051
 GV2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2051'AT RICHMOND.
 GV2051'21.5 FEET SOUTHWEST OF THE CENTERLINE OF CLOVER LANE, 28 FEET
 GV2051'EAST OF THE CENTERLINE OF GREYSTONE AVENUE, 62.5 FEET NORTHWEST
 GV2051'OF THE NORTHWEST CORNER OF A TWO-STORY BRICK HOUSE NO. 1401
 GV2051'GREYSTONE AVENUE, 36 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 GV2051'THE SAME HOUSE, 46 FEET SOUTHWEST OF VEPCO POLE NO. QL57.
 GV2051'A STANDARD C OF R DISK.
 GV2051
 GV2051                          STATION RECOVERY (1995)
 GV2051
 GV2051'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2051'RECOVERED IN GOOD CONDITION.
 GV2051
 GV2051                          STATION RECOVERY (1999)
 GV2051
 GV2051'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2051'MARK NOT FOUND.
 GV2051
 GV2051                          STATION RECOVERY (2003)
 GV2051
 GV2051'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2051'RECOVERED IN GOOD CONDITION.
 GV2051
 GV2051                          STATION RECOVERY (2005)
 GV2051
 GV2051'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2047 ***********************************************************************
 GV2047  DESIGNATION -  682 C OF R
 GV2047  PID         -  GV2047
 GV2047  STATE/COUNTY-  VA/C OF RICHMOND
 GV2047  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2047
 GV2047                         *CURRENT SURVEY CONTROL
 GV2047  ___________________________________________________________________
 GV2047* NAD 83(1986)-  37 29 42.     (N)    077 27 29.     (W)     SCALED    
 GV2047* NAVD 88     -        51.831  (meters)     170.05   (feet)  ADJUSTED  
 GV2047  ___________________________________________________________________
 GV2047  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2047  DYNAMIC HT  -          51.796 (meters)     169.93  (feet)  COMP
 GV2047  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 GV2047
 GV2047  VERT ORDER  -  SECOND    CLASS 0
 GV2047
 GV2047.The horizontal coordinates were scaled from a topographic map and have
 GV2047.an estimated accuracy of +/- 6 seconds.
 GV2047
 GV2047.The orthometric height was determined by differential leveling
 GV2047.and adjusted by the National Geodetic Survey in June 1991..
 GV2047
 GV2047.The geoid height was determined by GEOID03.
 GV2047
 GV2047.The dynamic height is computed by dividing the NAVD 88
 GV2047.geopotential number by the normal gravity value computed on the
 GV2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2047.degrees latitude (g = 980.6199 gals.).
 GV2047
 GV2047.The modeled gravity was interpolated from observed gravity values.
 GV2047
 GV2047;                    North         East    Units  Estimated Accuracy
 GV2047;SPC VA S     - 1,129,430.    3,592,130.      MT  (+/- 180 meters Scaled)
 GV2047
 GV2047                          SUPERSEDED SURVEY CONTROL
 GV2047
 GV2047  NGVD 29 (??/??/??)   52.143  (m)          171.07   (f) ADJUSTED    2 0
 GV2047
 GV2047.Superseded values are not recommended for survey control.
 GV2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2047.See file dsdata.txt to determine how the superseded data were derived.
 GV2047
 GV2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG827526(NAD 83)
 GV2047_MARKER: DD = SURVEY DISK
 GV2047_SETTING: 0 = UNSPECIFIED SETTING
 GV2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2047+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV2047
 GV2047  HISTORY     - Date     Condition        Report By
 GV2047  HISTORY     - UNK      MONUMENTED       VA2060
 GV2047  HISTORY     - 1972     GOOD             NGS
 GV2047  HISTORY     - 1989     GOOD             USPSQD
 GV2047  HISTORY     - 19951028 GOOD             USPSQD
 GV2047  HISTORY     - 19991027 GOOD             USPSQD
 GV2047  HISTORY     - 20040221 GOOD             USPSQD
 GV2047
 GV2047                          STATION DESCRIPTION
 GV2047
 GV2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2047'AT RICHMOND.
 GV2047'AT THE CENTERLINE OF KENYON AVENUE PROJECTED, 21.3 FEET EAST OF
 GV2047'THE CENTERLINE OF YALE AVENUE, 40.4 FEET SOUTHWEST OF THE NORTHWEST
 GV2047'CORNER OF A FRAME HOUSE NO. 1613 YALE AVENUE, 33.2 FEET NORTHWEST
 GV2047'OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 21.3 FEET EAST OF A
 GV2047'SEWER MANHOLE.
 GV2047'A STANDARD C OF R DISK.
 GV2047
 GV2047                          STATION RECOVERY (1989)
 GV2047
 GV2047'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2047'RECOVERED IN GOOD CONDITION.
 GV2047
 GV2047                          STATION RECOVERY (1995)
 GV2047
 GV2047'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2047'RECOVERED IN GOOD CONDITION.
 GV2047
 GV2047                          STATION RECOVERY (1999)
 GV2047
 GV2047'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2047'RECOVERED IN GOOD CONDITION.
 GV2047
 GV2047                          STATION RECOVERY (2004)
 GV2047
 GV2047'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2048 ***********************************************************************
 GV2048  DESIGNATION -  683 C OF R
 GV2048  PID         -  GV2048
 GV2048  STATE/COUNTY-  VA/C OF RICHMOND
 GV2048  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2048
 GV2048                         *CURRENT SURVEY CONTROL
 GV2048  ___________________________________________________________________
 GV2048* NAD 83(1986)-  37 29 52.     (N)    077 27 30.     (W)     SCALED    
 GV2048* NAVD 88     -        49.951  (meters)     163.88   (feet)  ADJUSTED  
 GV2048  ___________________________________________________________________
 GV2048  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2048  DYNAMIC HT  -          49.917 (meters)     163.77  (feet)  COMP
 GV2048  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 GV2048
 GV2048  VERT ORDER  -  SECOND    CLASS 0
 GV2048
 GV2048.The horizontal coordinates were scaled from a topographic map and have
 GV2048.an estimated accuracy of +/- 6 seconds.
 GV2048
 GV2048.The orthometric height was determined by differential leveling
 GV2048.and adjusted by the National Geodetic Survey in June 1991..
 GV2048
 GV2048.The geoid height was determined by GEOID03.
 GV2048
 GV2048.The dynamic height is computed by dividing the NAVD 88
 GV2048.geopotential number by the normal gravity value computed on the
 GV2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2048.degrees latitude (g = 980.6199 gals.).
 GV2048
 GV2048.The modeled gravity was interpolated from observed gravity values.
 GV2048
 GV2048;                    North         East    Units  Estimated Accuracy
 GV2048;SPC VA S     - 1,129,730.    3,592,110.      MT  (+/- 180 meters Scaled)
 GV2048
 GV2048                          SUPERSEDED SURVEY CONTROL
 GV2048
 GV2048  NGVD 29 (??/??/??)   50.263  (m)          164.90   (f) ADJUSTED    2 0
 GV2048
 GV2048.Superseded values are not recommended for survey control.
 GV2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2048.See file dsdata.txt to determine how the superseded data were derived.
 GV2048
 GV2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG826529(NAD 83)
 GV2048_MARKER: DD = SURVEY DISK
 GV2048_SETTING: 0 = UNSPECIFIED SETTING
 GV2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2048+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV2048
 GV2048  HISTORY     - Date     Condition        Report By
 GV2048  HISTORY     - UNK      MONUMENTED       VA2060
 GV2048  HISTORY     - 1972     GOOD             NGS
 GV2048  HISTORY     - 1989     GOOD             USPSQD
 GV2048  HISTORY     - 19951028 GOOD             USPSQD
 GV2048  HISTORY     - 19991027 GOOD             USPSQD
 GV2048  HISTORY     - 20040221 GOOD             USPSQD
 GV2048
 GV2048                          STATION DESCRIPTION
 GV2048
 GV2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2048'AT RICHMOND.
 GV2048'21 FEET SOUTHWEST OF THE CENTERLINE OF LAURELBROOK DRIVE PROJECTED,
 GV2048'32 FEET SOUTHEAST OF THE CENTERLINE OF ALBERT DRIVE PROJECTED,
 GV2048'34.8 FEET NORTHWEST OF THE NORTH CORNER OF HOUSE NO. 1401 ALBERT
 GV2048'DRIVE, 57.6 FEET NORTH OF THE WEST CORNER OF THE SAME HOUSE, 33.5
 GV2048'FEET NORTHWEST OF A 2 FEET OAK.
 GV2048'A STANDARD C OF R DISK.
 GV2048
 GV2048                          STATION RECOVERY (1989)
 GV2048
 GV2048'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2048'RECOVERED IN GOOD CONDITION.
 GV2048
 GV2048                          STATION RECOVERY (1995)
 GV2048
 GV2048'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2048'RECOVERED IN GOOD CONDITION.
 GV2048
 GV2048                          STATION RECOVERY (1999)
 GV2048
 GV2048'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2048'RECOVERED IN GOOD CONDITION.
 GV2048
 GV2048                          STATION RECOVERY (2004)
 GV2048
 GV2048'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2045 ***********************************************************************
 GV2045  DESIGNATION -  684 C OF R
 GV2045  PID         -  GV2045
 GV2045  STATE/COUNTY-  VA/C OF RICHMOND
 GV2045  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2045
 GV2045                         *CURRENT SURVEY CONTROL
 GV2045  ___________________________________________________________________
 GV2045* NAD 83(1986)-  37 29 28.     (N)    077 27 53.     (W)     SCALED    
 GV2045* NAVD 88     -        52.992  (meters)     173.86   (feet)  ADJUSTED  
 GV2045  ___________________________________________________________________
 GV2045  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2045  DYNAMIC HT  -          52.955 (meters)     173.74  (feet)  COMP
 GV2045  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 GV2045
 GV2045  VERT ORDER  -  SECOND    CLASS 0
 GV2045
 GV2045.The horizontal coordinates were scaled from a topographic map and have
 GV2045.an estimated accuracy of +/- 6 seconds.
 GV2045
 GV2045.The orthometric height was determined by differential leveling
 GV2045.and adjusted by the National Geodetic Survey in June 1991..
 GV2045
 GV2045.The geoid height was determined by GEOID03.
 GV2045
 GV2045.The dynamic height is computed by dividing the NAVD 88
 GV2045.geopotential number by the normal gravity value computed on the
 GV2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2045.degrees latitude (g = 980.6199 gals.).
 GV2045
 GV2045.The modeled gravity was interpolated from observed gravity values.
 GV2045
 GV2045;                    North         East    Units  Estimated Accuracy
 GV2045;SPC VA S     - 1,128,990.    3,591,550.      MT  (+/- 180 meters Scaled)
 GV2045
 GV2045                          SUPERSEDED SURVEY CONTROL
 GV2045
 GV2045  NGVD 29 (??/??/??)   53.304  (m)          174.88   (f) ADJUSTED    2 0
 GV2045
 GV2045.Superseded values are not recommended for survey control.
 GV2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2045.See file dsdata.txt to determine how the superseded data were derived.
 GV2045
 GV2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG821522(NAD 83)
 GV2045_MARKER: DD = SURVEY DISK
 GV2045_SETTING: 0 = UNSPECIFIED SETTING
 GV2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2045+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV2045
 GV2045  HISTORY     - Date     Condition        Report By
 GV2045  HISTORY     - UNK      MONUMENTED       VA2060
 GV2045  HISTORY     - 1972     GOOD             NGS
 GV2045  HISTORY     - 1989     GOOD             USPSQD
 GV2045  HISTORY     - 19951028 GOOD             USPSQD
 GV2045  HISTORY     - 19991027 GOOD             USPSQD
 GV2045  HISTORY     - 20031118 GOOD             USPSQD
 GV2045  HISTORY     - 20050211 GOOD             USPSQD
 GV2045
 GV2045                          STATION DESCRIPTION
 GV2045
 GV2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2045'AT RICHMOND.
 GV2045'LOCATED AT 2200 CHALFONT DRIVE, 202 FEET WEST OF THE CENTERLINE
 GV2045'OF HOPKINS ROAD, 3 FEET NORTH OF THE CURB ON THE NORTH LINE OF
 GV2045'CHALFONT DRIVE, 55.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GV2045'OF THE APARTMENT BUILDING NOS. 1, 2, AND 3 OF 2200 CHALFONT
 GV2045'DRIVE, 16.6 FEET SOUTHWEST OF A FIRE HYDRANT NORTH OF CHALFONT
 GV2045'DRIVE.
 GV2045'A STANDARD C OF R DISK.
 GV2045
 GV2045                          STATION RECOVERY (1989)
 GV2045
 GV2045'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2045'RECOVERED IN GOOD CONDITION.
 GV2045
 GV2045                          STATION RECOVERY (1995)
 GV2045
 GV2045'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2045'RECOVERED IN GOOD CONDITION.
 GV2045
 GV2045                          STATION RECOVERY (1999)
 GV2045
 GV2045'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2045'RECOVERED IN GOOD CONDITION.
 GV2045
 GV2045                          STATION RECOVERY (2003)
 GV2045
 GV2045'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2045'RECOVERED IN GOOD CONDITION.
 GV2045
 GV2045                          STATION RECOVERY (2005)
 GV2045
 GV2045'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1239 ***********************************************************************
 GW1239  DESIGNATION -  684.45 NWRR
 GW1239  PID         -  GW1239
 GW1239  STATE/COUNTY-  VA/CAMPBELL
 GW1239  USGS QUAD   -  LYNCHBURG (1984)
 GW1239
 GW1239                         *CURRENT SURVEY CONTROL
 GW1239  ___________________________________________________________________
 GW1239* NAD 83(1986)-  37 23 47.     (N)    079 09 14.     (W)     SCALED    
 GW1239* NAVD 88     -       208.048  (meters)     682.57   (feet)  ADJUSTED  
 GW1239  ___________________________________________________________________
 GW1239  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW1239  DYNAMIC HT  -         207.893 (meters)     682.06  (feet)  COMP
 GW1239  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 GW1239
 GW1239  VERT ORDER  -  SECOND    CLASS 0
 GW1239
 GW1239.The horizontal coordinates were scaled from a topographic map and have
 GW1239.an estimated accuracy of +/- 6 seconds.
 GW1239
 GW1239.The orthometric height was determined by differential leveling
 GW1239.and adjusted by the National Geodetic Survey in June 1991..
 GW1239
 GW1239.The geoid height was determined by GEOID03.
 GW1239
 GW1239.The dynamic height is computed by dividing the NAVD 88
 GW1239.geopotential number by the normal gravity value computed on the
 GW1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1239.degrees latitude (g = 980.6199 gals.).
 GW1239
 GW1239.The modeled gravity was interpolated from observed gravity values.
 GW1239
 GW1239;                    North         East    Units  Estimated Accuracy
 GW1239;SPC VA S     - 1,118,170.    3,442,100.      MT  (+/- 180 meters Scaled)
 GW1239
 GW1239                          SUPERSEDED SURVEY CONTROL
 GW1239
 GW1239  NGVD 29 (??/??/92)  208.282  (m)          683.34   (f) ADJ UNCH    2 0
 GW1239
 GW1239.Superseded values are not recommended for survey control.
 GW1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1239.See file dsdata.txt to determine how the superseded data were derived.
 GW1239
 GW1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB634404(NAD 83)
 GW1239_MARKER: Q = CHISELED SQUARE
 GW1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1239_SP_SET: BRIDGE
 GW1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1239
 GW1239  HISTORY     - Date     Condition        Report By
 GW1239  HISTORY     - UNK      MONUMENTED       NWRR
 GW1239  HISTORY     - 1934     GOOD             NGS
 GW1239  HISTORY     - 1965     GOOD             NGS
 GW1239  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1239
 GW1239                          STATION DESCRIPTION
 GW1239
 GW1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1239'AT LYNCHBURG.
 GW1239'AT LYNCHBURG, CAMPBELL COUNTY, 0.6 MILE SOUTH OF THE TWELFTH
 GW1239'STREET STATION OF THE NORFOLK AND WESTERN RAILWAY, 0.2 MILE NORTH
 GW1239'OF THE OVERHEAD BRIDGE OF THE MAIN LINE, AT BRIDGE 551, IN THE
 GW1239'TOP OF THE SOUTHWEST END OF THE SOUTH HEADWALL, 2 YARDS WEST OF
 GW1239'THE CENTERLINE OF THE TRACK, AND 6 INCHES LOWER THAN THE BASE OF
 GW1239'THE RAIL.  A CHISELED SQUARE.
 GW1239
 GW1239                          STATION RECOVERY (1965)
 GW1239
 GW1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW1239'RECOVERED IN GOOD CONDITION.
 GW1239
 GW1239                          STATION RECOVERY (1983)
 GW1239
 GW1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1239'NOT RECOVERED, NO SIGNS OF A CHISELED SQUARE COULD BE FOUND ON THE
 GW1239'DESCRIBED ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2044 ***********************************************************************
 GV2044  DESIGNATION -  685 C OF R
 GV2044  PID         -  GV2044
 GV2044  STATE/COUNTY-  VA/C OF RICHMOND
 GV2044  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2044
 GV2044                         *CURRENT SURVEY CONTROL
 GV2044  ___________________________________________________________________
 GV2044* NAD 83(1986)-  37 29 22.     (N)    077 27 34.     (W)     SCALED    
 GV2044* NAVD 88     -        51.610  (meters)     169.32   (feet)  ADJUSTED  
 GV2044  ___________________________________________________________________
 GV2044  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2044  DYNAMIC HT  -          51.574 (meters)     169.21  (feet)  COMP
 GV2044  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 GV2044
 GV2044  VERT ORDER  -  SECOND    CLASS 0
 GV2044
 GV2044.The horizontal coordinates were scaled from a topographic map and have
 GV2044.an estimated accuracy of +/- 6 seconds.
 GV2044
 GV2044.The orthometric height was determined by differential leveling
 GV2044.and adjusted by the National Geodetic Survey in June 1991..
 GV2044
 GV2044.The geoid height was determined by GEOID03.
 GV2044
 GV2044.The dynamic height is computed by dividing the NAVD 88
 GV2044.geopotential number by the normal gravity value computed on the
 GV2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2044.degrees latitude (g = 980.6199 gals.).
 GV2044
 GV2044.The modeled gravity was interpolated from observed gravity values.
 GV2044
 GV2044;                    North         East    Units  Estimated Accuracy
 GV2044;SPC VA S     - 1,128,810.    3,592,020.      MT  (+/- 180 meters Scaled)
 GV2044
 GV2044                          SUPERSEDED SURVEY CONTROL
 GV2044
 GV2044  NGVD 29 (??/??/??)   51.922  (m)          170.35   (f) ADJUSTED    2 0
 GV2044
 GV2044.Superseded values are not recommended for survey control.
 GV2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2044.See file dsdata.txt to determine how the superseded data were derived.
 GV2044
 GV2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG825520(NAD 83)
 GV2044_MARKER: DD = SURVEY DISK
 GV2044_SETTING: 0 = UNSPECIFIED SETTING
 GV2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2044+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV2044
 GV2044  HISTORY     - Date     Condition        Report By
 GV2044  HISTORY     - UNK      MONUMENTED       VA2060
 GV2044  HISTORY     - 1972     GOOD             NGS
 GV2044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2044  HISTORY     - 19951028 GOOD             USPSQD
 GV2044  HISTORY     - 19991027 GOOD             USPSQD
 GV2044  HISTORY     - 20040221 GOOD             USPSQD
 GV2044
 GV2044                          STATION DESCRIPTION
 GV2044
 GV2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2044'AT RICHMOND.
 GV2044'LOCATED ON SHAW LANE .3 MILE EAST OF HOPKINS ROAD, 11 FEET
 GV2044'NORTH OF THE CENTERLINE OF SHAW LANE, 62.6 FEET SOUTHEAST OF THE
 GV2044'SOUTHWEST CORNER OF HOUSE NO. 3210 SHAW LANE, 82.2 FEET
 GV2044'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME HOUSE, 28 FEET
 GV2044'NORTH OF VEPCO POLE NO. 57297-9.
 GV2044'A STANDARD C OF R DISK.
 GV2044
 GV2044                          STATION RECOVERY (1989)
 GV2044
 GV2044'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2044'MARK NOT FOUND.
 GV2044
 GV2044                          STATION RECOVERY (1995)
 GV2044
 GV2044'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2044'RECOVERED IN GOOD CONDITION.
 GV2044
 GV2044                          STATION RECOVERY (1999)
 GV2044
 GV2044'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2044'RECOVERED IN GOOD CONDITION.
 GV2044
 GV2044                          STATION RECOVERY (2004)
 GV2044
 GV2044'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2043 ***********************************************************************
 GV2043  DESIGNATION -  686 C OF R
 GV2043  PID         -  GV2043
 GV2043  STATE/COUNTY-  VA/C OF RICHMOND
 GV2043  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2043
 GV2043                         *CURRENT SURVEY CONTROL
 GV2043  ___________________________________________________________________
 GV2043* NAD 83(1986)-  37 29 13.     (N)    077 27 58.     (W)     SCALED    
 GV2043* NAVD 88     -        46.889  (meters)     153.84   (feet)  ADJUSTED  
 GV2043  ___________________________________________________________________
 GV2043  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2043  DYNAMIC HT  -          46.857 (meters)     153.73  (feet)  COMP
 GV2043  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 GV2043
 GV2043  VERT ORDER  -  SECOND    CLASS 0
 GV2043
 GV2043.The horizontal coordinates were scaled from a topographic map and have
 GV2043.an estimated accuracy of +/- 6 seconds.
 GV2043
 GV2043.The orthometric height was determined by differential leveling
 GV2043.and adjusted by the National Geodetic Survey in June 1991..
 GV2043
 GV2043.The geoid height was determined by GEOID03.
 GV2043
 GV2043.The dynamic height is computed by dividing the NAVD 88
 GV2043.geopotential number by the normal gravity value computed on the
 GV2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2043.degrees latitude (g = 980.6199 gals.).
 GV2043
 GV2043.The modeled gravity was interpolated from observed gravity values.
 GV2043
 GV2043;                    North         East    Units  Estimated Accuracy
 GV2043;SPC VA S     - 1,128,520.    3,591,430.      MT  (+/- 180 meters Scaled)
 GV2043
 GV2043                          SUPERSEDED SURVEY CONTROL
 GV2043
 GV2043  NGVD 29 (??/??/??)   47.201  (m)          154.86   (f) ADJUSTED    2 0
 GV2043
 GV2043.Superseded values are not recommended for survey control.
 GV2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2043.See file dsdata.txt to determine how the superseded data were derived.
 GV2043
 GV2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG819517(NAD 83)
 GV2043_MARKER: DD = SURVEY DISK
 GV2043_SETTING: 0 = UNSPECIFIED SETTING
 GV2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2043
 GV2043  HISTORY     - Date     Condition        Report By
 GV2043  HISTORY     - UNK      MONUMENTED       VA2060
 GV2043  HISTORY     - 1972     GOOD             NGS
 GV2043  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2043  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV2043  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2043  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV2043
 GV2043                          STATION DESCRIPTION
 GV2043
 GV2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2043'AT RICHMOND.
 GV2043'20 FEET NORTHWEST OF THE CENTERLINE OF HOPKINS ROAD, 37 FEET
 GV2043'NORTHEAST OF THE CENTERLINE OF BELT BOULEVARD, 34.4 FEET SOUTH
 GV2043'OF A TELEPHONE POLE NO. 7611N, 10.6 FEET NORTHEAST OF A SEWER
 GV2043'MANHOLE, 62.1 FEET NORTHEAST OF A FIRE HYDRANT WEST OF BELT
 GV2043'BOULEVARD.
 GV2043'A STANDARD C OF R DISK.
 GV2043
 GV2043                          STATION RECOVERY (1989)
 GV2043
 GV2043'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2043'MARK NOT FOUND.
 GV2043
 GV2043                          STATION RECOVERY (1995)
 GV2043
 GV2043'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2043'MARK NOT FOUND.
 GV2043
 GV2043                          STATION RECOVERY (1999)
 GV2043
 GV2043'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2043'MARK NOT FOUND.
 GV2043
 GV2043                          STATION RECOVERY (2004)
 GV2043
 GV2043'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2036 ***********************************************************************
 GV2036  DESIGNATION -  687 C OF R
 GV2036  PID         -  GV2036
 GV2036  STATE/COUNTY-  VA/C OF RICHMOND
 GV2036  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2036
 GV2036                         *CURRENT SURVEY CONTROL
 GV2036  ___________________________________________________________________
 GV2036* NAD 83(1986)-  37 28 28.     (N)    077 27 50.     (W)     SCALED    
 GV2036* NAVD 88     -        40.350  (meters)     132.38   (feet)  ADJUSTED  
 GV2036  ___________________________________________________________________
 GV2036  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2036  DYNAMIC HT  -          40.322 (meters)     132.29  (feet)  COMP
 GV2036  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 GV2036
 GV2036  VERT ORDER  -  SECOND    CLASS 0
 GV2036
 GV2036.The horizontal coordinates were scaled from a topographic map and have
 GV2036.an estimated accuracy of +/- 6 seconds.
 GV2036
 GV2036.The orthometric height was determined by differential leveling
 GV2036.and adjusted by the National Geodetic Survey in June 1991..
 GV2036
 GV2036.The geoid height was determined by GEOID03.
 GV2036
 GV2036.The dynamic height is computed by dividing the NAVD 88
 GV2036.geopotential number by the normal gravity value computed on the
 GV2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2036.degrees latitude (g = 980.6199 gals.).
 GV2036
 GV2036.The modeled gravity was interpolated from observed gravity values.
 GV2036
 GV2036;                    North         East    Units  Estimated Accuracy
 GV2036;SPC VA S     - 1,127,140.    3,591,640.      MT  (+/- 180 meters Scaled)
 GV2036
 GV2036                          SUPERSEDED SURVEY CONTROL
 GV2036
 GV2036  NGVD 29 (??/??/??)   40.661  (m)          133.40   (f) ADJUSTED    2 0
 GV2036
 GV2036.Superseded values are not recommended for survey control.
 GV2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2036.See file dsdata.txt to determine how the superseded data were derived.
 GV2036
 GV2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG821503(NAD 83)
 GV2036_MARKER: DD = SURVEY DISK
 GV2036_SETTING: 0 = UNSPECIFIED SETTING
 GV2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2036+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 GV2036
 GV2036  HISTORY     - Date     Condition        Report By
 GV2036  HISTORY     - UNK      MONUMENTED       VA2060
 GV2036  HISTORY     - 1972     GOOD             NGS
 GV2036  HISTORY     - 1989     GOOD             USPSQD
 GV2036  HISTORY     - 19951018 GOOD             USPSQD
 GV2036  HISTORY     - 19991023 GOOD             USPSQD
 GV2036  HISTORY     - 20040303 GOOD             USPSQD
 GV2036
 GV2036                          STATION DESCRIPTION
 GV2036
 GV2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2036'AT RICHMOND.
 GV2036'10 FEET SOUTHWEST OF THE CENTERLINE OF BARONET DRIVE PROJECTED,
 GV2036'2 FEET SOUTHEAST OF THE CURB ON THE EAST LINE OF GLENAN DRIVE,
 GV2036'56.5 FEET SOUTHWEST OF THE NORTH CORNER OF A BRICK HOUSE, 48.3 FEET
 GV2036'NORTHWEST OF THE WEST CORNER OF THE SAME BRICK HOUSE.
 GV2036'A STANDARD C OF R DISK.
 GV2036
 GV2036                          STATION RECOVERY (1989)
 GV2036
 GV2036'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2036'RECOVERED IN GOOD CONDITION.
 GV2036
 GV2036                          STATION RECOVERY (1995)
 GV2036
 GV2036'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2036'RECOVERED IN GOOD CONDITION.
 GV2036
 GV2036                          STATION RECOVERY (1999)
 GV2036
 GV2036'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2036'RECOVERED IN GOOD CONDITION.
 GV2036
 GV2036                          STATION RECOVERY (2004)
 GV2036
 GV2036'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0107 ***********************************************************************
 HW0107  DESIGNATION -  687.3
 HW0107  PID         -  HW0107
 HW0107  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0107  USGS QUAD   -  WASHINGTON (1994)
 HW0107
 HW0107                         *CURRENT SURVEY CONTROL
 HW0107  ___________________________________________________________________
 HW0107* NAD 83(1986)-  38 41 02.     (N)    078 12 10.     (W)     SCALED    
 HW0107* NAVD 88     -       209.240  (meters)     686.48   (feet)  ADJUSTED  
 HW0107  ___________________________________________________________________
 HW0107  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HW0107  DYNAMIC HT  -         209.102 (meters)     686.03  (feet)  COMP
 HW0107  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HW0107
 HW0107  VERT ORDER  -  SECOND    CLASS 0
 HW0107
 HW0107.The horizontal coordinates were scaled from a topographic map and have
 HW0107.an estimated accuracy of +/- 6 seconds.
 HW0107
 HW0107.The orthometric height was determined by differential leveling
 HW0107.and adjusted by the National Geodetic Survey in June 1991..
 HW0107
 HW0107.The geoid height was determined by GEOID03.
 HW0107
 HW0107.The dynamic height is computed by dividing the NAVD 88
 HW0107.geopotential number by the normal gravity value computed on the
 HW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0107.degrees latitude (g = 980.6199 gals.).
 HW0107
 HW0107.The modeled gravity was interpolated from observed gravity values.
 HW0107
 HW0107;                    North         East    Units  Estimated Accuracy
 HW0107;SPC VA N     - 2,112,950.    3,525,860.      MT  (+/- 180 meters Scaled)
 HW0107
 HW0107                          SUPERSEDED SURVEY CONTROL
 HW0107
 HW0107  NGVD 29 (??/??/92)  209.438  (m)          687.13   (f) ADJ UNCH    2 0
 HW0107
 HW0107.Superseded values are not recommended for survey control.
 HW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0107.See file dsdata.txt to determine how the superseded data were derived.
 HW0107
 HW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC433854(NAD 83)
 HW0107_MARKER: Q = CHISELED SQUARE
 HW0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0107_SP_SET: BRIDGE
 HW0107_STAMPING: 687.3
 HW0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0107
 HW0107  HISTORY     - Date     Condition        Report By
 HW0107  HISTORY     - UNK      MONUMENTED       USGS
 HW0107  HISTORY     - 1965     GOOD             NGS
 HW0107
 HW0107                          STATION DESCRIPTION
 HW0107
 HW0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0107'2.4 MI NE FROM SPERRYVILLE.
 HW0107'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE
 HW0107'AT SPERRYVILLE, RAPPAHANNOCK COUNTY, AT THE CONCRETE BRIDGE OVER
 HW0107'COVINGTON RIVER, ON THE TOP OF THE WEST WING WALL, ABOUT 4 YARDS
 HW0107'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 INCHES LOWER
 HW0107'THAN THE HIGHWAY.  A CHISELED SQUARE, MARKED 687.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2028 ***********************************************************************
 GV2028  DESIGNATION -  688 C OF R
 GV2028  PID         -  GV2028
 GV2028  STATE/COUNTY-  VA/C OF RICHMOND
 GV2028  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2028
 GV2028                         *CURRENT SURVEY CONTROL
 GV2028  ___________________________________________________________________
 GV2028* NAD 83(1986)-  37 27 52.     (N)    077 27 21.     (W)     SCALED    
 GV2028* NAVD 88     -        37.913  (meters)     124.39   (feet)  ADJUSTED  
 GV2028  ___________________________________________________________________
 GV2028  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV2028  DYNAMIC HT  -          37.887 (meters)     124.30  (feet)  COMP
 GV2028  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 GV2028
 GV2028  VERT ORDER  -  SECOND    CLASS 0
 GV2028
 GV2028.The horizontal coordinates were scaled from a topographic map and have
 GV2028.an estimated accuracy of +/- 6 seconds.
 GV2028
 GV2028.The orthometric height was determined by differential leveling
 GV2028.and adjusted by the National Geodetic Survey in June 1991..
 GV2028
 GV2028.The geoid height was determined by GEOID03.
 GV2028
 GV2028.The dynamic height is computed by dividing the NAVD 88
 GV2028.geopotential number by the normal gravity value computed on the
 GV2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2028.degrees latitude (g = 980.6199 gals.).
 GV2028
 GV2028.The modeled gravity was interpolated from observed gravity values.
 GV2028
 GV2028;                    North         East    Units  Estimated Accuracy
 GV2028;SPC VA S     - 1,126,040.    3,592,370.      MT  (+/- 180 meters Scaled)
 GV2028
 GV2028                          SUPERSEDED SURVEY CONTROL
 GV2028
 GV2028  NGVD 29 (??/??/??)   38.225  (m)          125.41   (f) ADJUSTED    2 0
 GV2028
 GV2028.Superseded values are not recommended for survey control.
 GV2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2028.See file dsdata.txt to determine how the superseded data were derived.
 GV2028
 GV2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG828492(NAD 83)
 GV2028_MARKER: DD = SURVEY DISK
 GV2028_SETTING: 0 = UNSPECIFIED SETTING
 GV2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2028+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2028
 GV2028  HISTORY     - Date     Condition        Report By
 GV2028  HISTORY     - UNK      MONUMENTED       VA2060
 GV2028  HISTORY     - 1972     GOOD             NGS
 GV2028  HISTORY     - 1989     GOOD             USPSQD
 GV2028  HISTORY     - 1991     GOOD             USPSQD
 GV2028  HISTORY     - 19951221 GOOD             USPSQD
 GV2028  HISTORY     - 19991023 GOOD             USPSQD
 GV2028  HISTORY     - 20031103 GOOD             USPSQD
 GV2028
 GV2028                          STATION DESCRIPTION
 GV2028
 GV2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2028'AT RICHMOND.
 GV2028'25 FEET SOUTHEAST OF THE CENTERLINE OF BANTON STREET, 16.5 FEET
 GV2028'NORTHEAST OF THE CENTERLINE OF DUPONT AVENUE, 41.8 FEET SOUTHEAST
 GV2028'OF A FIRE HYDRANT WEST OF BANTON STREET, 43 FEET SOUTHWEST OF THE
 GV2028'WEST CORNER OF A BRICK HOUSE NO. 3054 DUPONT AVENUE, 66.6 FEET
 GV2028'WEST OF THE SOUTH CORNER OF THE SAME BRICK HOUSE.
 GV2028'A STANDARD C OF R DISK.
 GV2028
 GV2028                          STATION RECOVERY (1989)
 GV2028
 GV2028'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2028'RECOVERED IN GOOD CONDITION.
 GV2028
 GV2028                          STATION RECOVERY (1991)
 GV2028
 GV2028'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2028'RECOVERED IN GOOD CONDITION.
 GV2028
 GV2028                          STATION RECOVERY (1995)
 GV2028
 GV2028'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2028'RECOVERED IN GOOD CONDITION.
 GV2028
 GV2028                          STATION RECOVERY (1999)
 GV2028
 GV2028'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2028'RECOVERED IN GOOD CONDITION.
 GV2028
 GV2028                          STATION RECOVERY (2003)
 GV2028
 GV2028'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2030 ***********************************************************************
 GV2030  DESIGNATION -  689 C OF R
 GV2030  PID         -  GV2030
 GV2030  STATE/COUNTY-  VA/C OF RICHMOND
 GV2030  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2030
 GV2030                         *CURRENT SURVEY CONTROL
 GV2030  ___________________________________________________________________
 GV2030* NAD 83(1986)-  37 28 05.     (N)    077 27 49.     (W)     SCALED    
 GV2030* NAVD 88     -        41.255  (meters)     135.35   (feet)  ADJUSTED  
 GV2030  ___________________________________________________________________
 GV2030  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV2030  DYNAMIC HT  -          41.226 (meters)     135.26  (feet)  COMP
 GV2030  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 GV2030
 GV2030  VERT ORDER  -  SECOND    CLASS 0
 GV2030
 GV2030.The horizontal coordinates were scaled from a topographic map and have
 GV2030.an estimated accuracy of +/- 6 seconds.
 GV2030
 GV2030.The orthometric height was determined by differential leveling
 GV2030.and adjusted by the National Geodetic Survey in June 1991..
 GV2030
 GV2030.The geoid height was determined by GEOID03.
 GV2030
 GV2030.The dynamic height is computed by dividing the NAVD 88
 GV2030.geopotential number by the normal gravity value computed on the
 GV2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2030.degrees latitude (g = 980.6199 gals.).
 GV2030
 GV2030.The modeled gravity was interpolated from observed gravity values.
 GV2030
 GV2030;                    North         East    Units  Estimated Accuracy
 GV2030;SPC VA S     - 1,126,430.    3,591,680.      MT  (+/- 180 meters Scaled)
 GV2030
 GV2030                          SUPERSEDED SURVEY CONTROL
 GV2030
 GV2030  NGVD 29 (??/??/??)   41.567  (m)          136.37   (f) ADJUSTED    2 0
 GV2030
 GV2030.Superseded values are not recommended for survey control.
 GV2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2030.See file dsdata.txt to determine how the superseded data were derived.
 GV2030
 GV2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG821496(NAD 83)
 GV2030_MARKER: DD = SURVEY DISK
 GV2030_SETTING: 0 = UNSPECIFIED SETTING
 GV2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2030+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2030
 GV2030  HISTORY     - Date     Condition        Report By
 GV2030  HISTORY     - UNK      MONUMENTED       VA2060
 GV2030  HISTORY     - 1972     GOOD             NGS
 GV2030  HISTORY     - 1989     GOOD             USPSQD
 GV2030  HISTORY     - 1991     GOOD             USPSQD
 GV2030  HISTORY     - 19951221 GOOD             USPSQD
 GV2030  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2030  HISTORY     - 20031103 GOOD             USPSQD
 GV2030
 GV2030                          STATION DESCRIPTION
 GV2030
 GV2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2030'AT RICHMOND.
 GV2030'26.5 FEET SOUTHEAST OF THE CENTERLINE OF VIAL ROAD, 29 FEET
 GV2030'NORTHEAST OF THE CENTERLINE OF GREER AVENUE, 22.7 FEET NORTH OF
 GV2030'A FIRE HYDRANT EAST OF  REER AVENUE, 50 FEET SOUTHWEST OF THE
 GV2030'WEST CORNER OF A BRICK HOUSE NO. 3612 GREER AVENUE, 75 FEET
 GV2030'WEST OF THE NORTH CORNER OF THE SAME HOUSE.
 GV2030'A STANDARD C OF R DISK.
 GV2030
 GV2030                          STATION RECOVERY (1989)
 GV2030
 GV2030'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2030'RECOVERED IN GOOD CONDITION.
 GV2030
 GV2030                          STATION RECOVERY (1991)
 GV2030
 GV2030'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2030'RECOVERED IN GOOD CONDITION.
 GV2030
 GV2030                          STATION RECOVERY (1995)
 GV2030
 GV2030'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2030'RECOVERED IN GOOD CONDITION.
 GV2030
 GV2030                          STATION RECOVERY (1999)
 GV2030
 GV2030'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2030'MARK NOT FOUND.
 GV2030
 GV2030                          STATION RECOVERY (2003)
 GV2030
 GV2030'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5754 ***********************************************************************
 GV5754  DESIGNATION -  69
 GV5754  PID         -  GV5754
 GV5754  STATE/COUNTY-  VA/C OF RICHMOND
 GV5754  USGS QUAD   -  BON AIR (1994)
 GV5754
 GV5754                         *CURRENT SURVEY CONTROL
 GV5754  ___________________________________________________________________
 GV5754* NAD 83(1993)-  37 33 47.28307(N)    077 31 30.37786(W)     ADJUSTED  
 GV5754* NAVD 88     -        34.61   (+/-2cm)     113.5    (feet)  VERTCON   
 GV5754  ___________________________________________________________________
 GV5754  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5754  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GV5754
 GV5754  HORZ ORDER  -  SECOND
 GV5754  VERT ORDER  -  THIRD ? (See Below)
 GV5754
 GV5754.The horizontal coordinates were established by classical geodetic methods
 GV5754.and adjusted by the National Geodetic Survey in November 1994..
 GV5754
 GV5754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5754.The vertical order pertains to the NGVD 29 superseded value.
 GV5754
 GV5754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5754
 GV5754.The geoid height was determined by GEOID03.
 GV5754
 GV5754;                    North         East     Units Scale Factor Converg.
 GV5754;SPC VA S     - 1,136,922.712 3,586,127.161   MT  0.99995121   +0 35 30.1
 GV5754;SPC VA S     - 3,730,053.93 11,765,485.53   sFT  0.99995121   +0 35 30.1
 GV5754;UTM  18      - 4,160,342.814   276,975.131   MT  1.00021272   -1 32 24.1
 GV5754
 GV5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5754!SPC VA S     -   0.99999972  x   0.99995121  =   0.99995093
 GV5754!UTM  18      -   0.99999972  x   1.00021272  =   1.00021244
 GV5754
 GV5754:                Primary Azimuth Mark                     Grid Az
 GV5754:SPC VA S     -  68                                       242 52 46.4
 GV5754:UTM  18      -  68                                       245 00 40.6
 GV5754
 GV5754|---------------------------------------------------------------------|
 GV5754| PID    Reference Object                     Distance      Geod. Az  |
 GV5754|                                                           dddmmss.s |
 GV5754| GV5776 68                                  APPROX. 1.0 KM 2432816.5 |
 GV5754| DC5524 69 RM                                26.701 METERS 29954     |
 GV5754|---------------------------------------------------------------------|
 GV5754
 GV5754                          SUPERSEDED SURVEY CONTROL
 GV5754
 GV5754  NAD 83(1986)-  37 33 47.28941(N)    077 31 30.39508(W) AD(       ) 2
 GV5754  NAD 27      -  37 33 46.76174(N)    077 31 31.44768(W) AD(       ) 2
 GV5754  NGVD 29 (07/19/86)   34.92   (m)          114.6    (f) LEVELING    3  
 GV5754
 GV5754.Superseded values are not recommended for survey control.
 GV5754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5754.See file dsdata.txt to determine how the superseded data were derived.
 GV5754
 GV5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7697560343(NAD 83)
 GV5754_MARKER: Z = SEE DESCRIPTION
 GV5754_SETTING: 0 = UNSPECIFIED SETTING
 GV5754
 GV5754  HISTORY     - Date     Condition        Report By
 GV5754  HISTORY     - 1972     MONUMENTED       VA2060
 GV5754  HISTORY     - 19951011 MARK NOT FOUND   USPSQD
 GV5754  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5754  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5754
 GV5754                          STATION DESCRIPTION
 GV5754
 GV5754'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5754'BEGINNING AT UNITED STATES POST OFFICE, BON AIR BRANCH, LOCATED ON
 GV5754'BUFORD RD., THENCE NORTH ON BUFORD RD. 0.20 MILE TO HUGUENOT RD.,
 GV5754'THENCE NORTHEAST ON HUGUENOT RD. 2.65 MILES TO PRIVATE ROAD, THENCE
 GV5754'SOUTH ON PRIVATE ROAD 0.35 MILE, THENCE EAST ON SAME PRIVATE ROAD
 GV5754'0.50 MILE TO END OF ROAD, THENCE EAST FROM END OF ROAD ALONG
 GV5754'RAILROAD TRACKS APPROXIMATELY 300 FEET TO POINT NO. 69.
 GV5754'
 GV5754'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP ABOUT 2 INCHES ABOVE
 GV5754'GROUND LEVEL.
 GV5754'
 GV5754'10.9 FEET N. E. OF CENTER OF WESTBOUND R. R. TRACKS, 55.3 FEET E.
 GV5754'OF UNMARKED TELEPHONE OR TELEGRAPH POLE.
 GV5754'
 GV5754'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5754'CENTER OF PIN, SET FLUSH TO GROUND.  12.6 FEET N. E. OF CENTER OF
 GV5754'WESTBOUND R. R. TRACKS, 70.4 FEET N. OF UNMARKED TELEPHONE OR
 GV5754'TELEGRAPH POLE.
 GV5754'
 GV5754'DISTANCE BETWEEN PT. 69 AND R. M. IS 87.60 FT., 26.701 M.
 GV5754'
 GV5754'NEAREST TOWN--RICHMOND.
 GV5754
 GV5754                          STATION RECOVERY (1995)
 GV5754
 GV5754'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5754'MARK NOT FOUND.
 GV5754
 GV5754                          STATION RECOVERY (1999)
 GV5754
 GV5754'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5754'MARK NOT FOUND.
 GV5754
 GV5754                          STATION RECOVERY (2004)
 GV5754
 GV5754'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2033 ***********************************************************************
 GV2033  DESIGNATION -  690 C OF R
 GV2033  PID         -  GV2033
 GV2033  STATE/COUNTY-  VA/C OF RICHMOND
 GV2033  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2033
 GV2033                         *CURRENT SURVEY CONTROL
 GV2033  ___________________________________________________________________
 GV2033* NAD 83(1986)-  37 28 11.     (N)    077 28 29.     (W)     SCALED    
 GV2033* NAVD 88     -        54.773  (meters)     179.70   (feet)  ADJUSTED  
 GV2033  ___________________________________________________________________
 GV2033  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2033  DYNAMIC HT  -          54.735 (meters)     179.58  (feet)  COMP
 GV2033  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 GV2033
 GV2033  VERT ORDER  -  SECOND    CLASS 0
 GV2033
 GV2033.The horizontal coordinates were scaled from a topographic map and have
 GV2033.an estimated accuracy of +/- 6 seconds.
 GV2033
 GV2033.The orthometric height was determined by differential leveling
 GV2033.and adjusted by the National Geodetic Survey in June 1991..
 GV2033
 GV2033.The geoid height was determined by GEOID03.
 GV2033
 GV2033.The dynamic height is computed by dividing the NAVD 88
 GV2033.geopotential number by the normal gravity value computed on the
 GV2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2033.degrees latitude (g = 980.6199 gals.).
 GV2033
 GV2033.The modeled gravity was interpolated from observed gravity values.
 GV2033
 GV2033;                    North         East    Units  Estimated Accuracy
 GV2033;SPC VA S     - 1,126,600.    3,590,690.      MT  (+/- 180 meters Scaled)
 GV2033
 GV2033                          SUPERSEDED SURVEY CONTROL
 GV2033
 GV2033  NGVD 29 (??/??/??)   55.084  (m)          180.72   (f) ADJUSTED    2 0
 GV2033
 GV2033.Superseded values are not recommended for survey control.
 GV2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2033.See file dsdata.txt to determine how the superseded data were derived.
 GV2033
 GV2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG811498(NAD 83)
 GV2033_MARKER: DD = SURVEY DISK
 GV2033_SETTING: 0 = UNSPECIFIED SETTING
 GV2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2033+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2033
 GV2033  HISTORY     - Date     Condition        Report By
 GV2033  HISTORY     - UNK      MONUMENTED       VA2060
 GV2033  HISTORY     - 1972     GOOD             NGS
 GV2033  HISTORY     - 1989     GOOD             USPSQD
 GV2033  HISTORY     - 19951221 GOOD             USPSQD
 GV2033  HISTORY     - 19991023 GOOD             USPSQD
 GV2033  HISTORY     - 20031103 GOOD             USPSQD
 GV2033
 GV2033                          STATION DESCRIPTION
 GV2033
 GV2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2033'AT RICHMOND.
 GV2033'44.5 FEET SOUTH OF THE CENTERLINE OF SILBURY ROAD, 23.5 FEET
 GV2033'WEST OF THE CENTERLINE OF BRANCHWOOD DRIVE, 9 FEET NORTH OF A
 GV2033'FIRE HYDRANT WEST OF BRANCHWOOD DRIVE, 75 FEET NORTHWEST OF A
 GV2033'4 FEET OAK, 72 FEET SOUTHWEST OF VEPCO POLE NO. OI71.
 GV2033'A STANDARD C OF R DISK.
 GV2033
 GV2033                          STATION RECOVERY (1989)
 GV2033
 GV2033'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2033'RECOVERED IN GOOD CONDITION.
 GV2033
 GV2033                          STATION RECOVERY (1995)
 GV2033
 GV2033'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2033'RECOVERED IN GOOD CONDITION.
 GV2033
 GV2033                          STATION RECOVERY (1999)
 GV2033
 GV2033'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2033'RECOVERED IN GOOD CONDITION.
 GV2033
 GV2033                          STATION RECOVERY (2003)
 GV2033
 GV2033'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1615 ***********************************************************************
 GV1615  DESIGNATION -  69.0 NWRR
 GV1615  PID         -  GV1615
 GV1615  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1615  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1615
 GV1615                         *CURRENT SURVEY CONTROL
 GV1615  ___________________________________________________________________
 GV1615* NAD 83(1986)-  37 07 38.     (N)    077 14 01.     (W)     SCALED    
 GV1615* NAVD 88     -        33.204  (meters)     108.94   (feet)  POSTED    
 GV1615  ___________________________________________________________________
 GV1615  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1615  DYNAMIC HT  -          33.180 (meters)     108.86  (feet)  COMP
 GV1615  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 GV1615
 GV1615  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV1615
 GV1615.The horizontal coordinates were scaled from a topographic map and have
 GV1615.an estimated accuracy of +/- 6 seconds.
 GV1615
 GV1615.The orthometric height was determined by differential leveling
 GV1615.and adjusted by the National Geodetic Survey in 1992..
 GV1615.No vertical observational check was made to the station.
 GV1615.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV1615.was located on a no-check spur therefore a value was not computed.
 GV1615
 GV1615.The geoid height was determined by GEOID03.
 GV1615
 GV1615.The dynamic height is computed by dividing the NAVD 88
 GV1615.geopotential number by the normal gravity value computed on the
 GV1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1615.degrees latitude (g = 980.6199 gals.).
 GV1615
 GV1615.The modeled gravity was interpolated from observed gravity values.
 GV1615
 GV1615;                    North         East    Units  Estimated Accuracy
 GV1615;SPC VA S     - 1,088,860.    3,612,530.      MT  (+/- 180 meters Scaled)
 GV1615
 GV1615                          SUPERSEDED SURVEY CONTROL
 GV1615
 GV1615  NGVD 29 (??/??/??)   33.539  (m)          110.04   (f) ADJUSTED    1 2
 GV1615
 GV1615.Superseded values are not recommended for survey control.
 GV1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1615.See file dsdata.txt to determine how the superseded data were derived.
 GV1615
 GV1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG015113(NAD 83)
 GV1615_MARKER: O = CHISELED CIRCLE
 GV1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1615_SP_SET: CULVERT
 GV1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1615
 GV1615  HISTORY     - Date     Condition        Report By
 GV1615  HISTORY     - UNK      MONUMENTED       NWRR
 GV1615  HISTORY     - 1932     GOOD             CGS
 GV1615  HISTORY     - 1963     GOOD             CGS
 GV1615  HISTORY     - 19980506 GOOD             USPSQD
 GV1615
 GV1615                          STATION DESCRIPTION
 GV1615
 GV1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1615'AT DISPUTANTA.
 GV1615'AT DISPUTANTA, PRINCE GEORGE COUNTY, ON THE NORFOLK AND WESTERN
 GV1615'RAILWAY, 700 FEET NORTHWEST OF THE STATION, AT MILEPOST 69, AT A
 GV1615'CONCRETE CULVERT, ON THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 GV1615'HEADWALL, AND ON THE NORTHEAST SIDE OF THE TRACK.  A CHISELED CIRCLE.
 GV1615
 GV1615                          STATION RECOVERY (1963)
 GV1615
 GV1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1615'RECOVERED IN GOOD CONDITION.
 GV1615
 GV1615                          STATION RECOVERY (1998)
 GV1615
 GV1615'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2062 ***********************************************************************
 GV2062  DESIGNATION -  691 C OF R
 GV2062  PID         -  GV2062
 GV2062  STATE/COUNTY-  VA/C OF RICHMOND
 GV2062  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2062
 GV2062                         *CURRENT SURVEY CONTROL
 GV2062  ___________________________________________________________________
 GV2062* NAD 83(1986)-  37 28 01.     (N)    077 28 44.     (W)     SCALED    
 GV2062* NAVD 88     -        58.354  (meters)     191.45   (feet)  ADJUSTED  
 GV2062  ___________________________________________________________________
 GV2062  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2062  DYNAMIC HT  -          58.314 (meters)     191.32  (feet)  COMP
 GV2062  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 GV2062
 GV2062  VERT ORDER  -  SECOND    CLASS 0
 GV2062
 GV2062.The horizontal coordinates were scaled from a topographic map and have
 GV2062.an estimated accuracy of +/- 6 seconds.
 GV2062
 GV2062.The orthometric height was determined by differential leveling
 GV2062.and adjusted by the National Geodetic Survey in June 1991..
 GV2062
 GV2062.The geoid height was determined by GEOID03.
 GV2062
 GV2062.The dynamic height is computed by dividing the NAVD 88
 GV2062.geopotential number by the normal gravity value computed on the
 GV2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2062.degrees latitude (g = 980.6199 gals.).
 GV2062
 GV2062.The modeled gravity was interpolated from observed gravity values.
 GV2062
 GV2062;                    North         East    Units  Estimated Accuracy
 GV2062;SPC VA S     - 1,126,290.    3,590,330.      MT  (+/- 180 meters Scaled)
 GV2062
 GV2062                          SUPERSEDED SURVEY CONTROL
 GV2062
 GV2062  NGVD 29 (??/??/??)   58.666  (m)          192.47   (f) ADJUSTED    2 0
 GV2062
 GV2062.Superseded values are not recommended for survey control.
 GV2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2062.See file dsdata.txt to determine how the superseded data were derived.
 GV2062
 GV2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG807495(NAD 83)
 GV2062_MARKER: DD = SURVEY DISK
 GV2062_SETTING: 0 = UNSPECIFIED SETTING
 GV2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2062+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2062
 GV2062  HISTORY     - Date     Condition        Report By
 GV2062  HISTORY     - UNK      MONUMENTED       VA2060
 GV2062  HISTORY     - 1972     GOOD             NGS
 GV2062  HISTORY     - 1989     GOOD             USPSQD
 GV2062  HISTORY     - 19951221 GOOD             USPSQD
 GV2062  HISTORY     - 19991023 GOOD             USPSQD
 GV2062  HISTORY     - 20031118 GOOD             USPSQD
 GV2062
 GV2062                          STATION DESCRIPTION
 GV2062
 GV2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2062'AT RICHMOND.
 GV2062'AT THE CENTERLINE OF PUSEY LANE PROJECTED, 14 FEET WEST OF THE
 GV2062'CENTERLINE OF DORSET ROAD, 11 FEET NORTHWEST OF A SEWER MANHOLE,
 GV2062'18.5 FEET SOUTH OF VEPCO POLE NO. 24490, 95 FEET NORTHWEST OF A
 GV2062'1.5 FEET PINE.
 GV2062'A STANDARD C OF R DISK.
 GV2062
 GV2062                          STATION RECOVERY (1989)
 GV2062
 GV2062'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2062'RECOVERED IN GOOD CONDITION.
 GV2062
 GV2062                          STATION RECOVERY (1995)
 GV2062
 GV2062'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2062'RECOVERED IN GOOD CONDITION.
 GV2062
 GV2062                          STATION RECOVERY (1999)
 GV2062
 GV2062'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2062'RECOVERED IN GOOD CONDITION.
 GV2062
 GV2062                          STATION RECOVERY (2003)
 GV2062
 GV2062'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2032 ***********************************************************************
 GV2032  DESIGNATION -  692 C OF R
 GV2032  PID         -  GV2032
 GV2032  STATE/COUNTY-  VA/C OF RICHMOND
 GV2032  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2032
 GV2032                         *CURRENT SURVEY CONTROL
 GV2032  ___________________________________________________________________
 GV2032* NAD 83(1986)-  37 27 56.     (N)    077 28 19.     (W)     SCALED    
 GV2032* NAVD 88     -        49.310  (meters)     161.78   (feet)  ADJUSTED  
 GV2032  ___________________________________________________________________
 GV2032  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2032  DYNAMIC HT  -          49.276 (meters)     161.67  (feet)  COMP
 GV2032  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 GV2032
 GV2032  VERT ORDER  -  SECOND    CLASS 0
 GV2032
 GV2032.The horizontal coordinates were scaled from a topographic map and have
 GV2032.an estimated accuracy of +/- 6 seconds.
 GV2032
 GV2032.The orthometric height was determined by differential leveling
 GV2032.and adjusted by the National Geodetic Survey in June 1991..
 GV2032
 GV2032.The geoid height was determined by GEOID03.
 GV2032
 GV2032.The dynamic height is computed by dividing the NAVD 88
 GV2032.geopotential number by the normal gravity value computed on the
 GV2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2032.degrees latitude (g = 980.6199 gals.).
 GV2032
 GV2032.The modeled gravity was interpolated from observed gravity values.
 GV2032
 GV2032;                    North         East    Units  Estimated Accuracy
 GV2032;SPC VA S     - 1,126,140.    3,590,940.      MT  (+/- 180 meters Scaled)
 GV2032
 GV2032                          SUPERSEDED SURVEY CONTROL
 GV2032
 GV2032  NGVD 29 (??/??/??)   49.622  (m)          162.80   (f) ADJUSTED    2 0
 GV2032
 GV2032.Superseded values are not recommended for survey control.
 GV2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2032.See file dsdata.txt to determine how the superseded data were derived.
 GV2032
 GV2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG813493(NAD 83)
 GV2032_MARKER: DD = SURVEY DISK
 GV2032_SETTING: 0 = UNSPECIFIED SETTING
 GV2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2032+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 GV2032
 GV2032  HISTORY     - Date     Condition        Report By
 GV2032  HISTORY     - UNK      MONUMENTED       VA2060
 GV2032  HISTORY     - 1972     GOOD             NGS
 GV2032  HISTORY     - 1989     GOOD             USPSQD
 GV2032  HISTORY     - 1991     GOOD             USPSQD
 GV2032  HISTORY     - 19951221 GOOD             USPSQD
 GV2032  HISTORY     - 19991023 GOOD             USPSQD
 GV2032  HISTORY     - 20031103 GOOD             USPSQD
 GV2032
 GV2032                          STATION DESCRIPTION
 GV2032
 GV2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2032'AT RICHMOND.
 GV2032'AT THE CENTERLINE OF NARBETH AVENUE PROJECTED, 19 FEET SOUTHEAST
 GV2032'OF THE CENTERLINE OF BRIDGETON ROAD, 36 FEET NORTHWEST OF THE
 GV2032'NORTH CORNER OF A ONE-STORY BRICK HOUSE NO. 3801 BRIDGETON ROAD,
 GV2032'41 FEET WEST OF THE WEST CORNER OF A ONE-STORY BRICK HOUSE NO.
 GV2032'3709 BRIDGETON ROAD.
 GV2032'A STANDARD C OF R DISK.
 GV2032
 GV2032                          STATION RECOVERY (1989)
 GV2032
 GV2032'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2032'RECOVERED IN GOOD CONDITION.
 GV2032
 GV2032                          STATION RECOVERY (1991)
 GV2032
 GV2032'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCE)
 GV2032'RECOVERED IN GOOD CONDITION.
 GV2032
 GV2032                          STATION RECOVERY (1995)
 GV2032
 GV2032'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2032'RECOVERED IN GOOD CONDITION.
 GV2032
 GV2032                          STATION RECOVERY (1999)
 GV2032
 GV2032'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2032'RECOVERED IN GOOD CONDITION.
 GV2032
 GV2032                          STATION RECOVERY (2003)
 GV2032
 GV2032'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0729 ***********************************************************************
 GW0729  DESIGNATION -  692.3
 GW0729  PID         -  GW0729
 GW0729  STATE/COUNTY-  VA/ALBEMARLE
 GW0729  USGS QUAD   -  ALBERENE (1980)
 GW0729
 GW0729                         *CURRENT SURVEY CONTROL
 GW0729  ___________________________________________________________________
 GW0729* NAD 83(1986)-  37 58 30.     (N)    078 35 48.     (W)     SCALED    
 GW0729* NAVD 88     -       210.671  (meters)     691.18   (feet)  ADJUSTED  
 GW0729  ___________________________________________________________________
 GW0729  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW0729  DYNAMIC HT  -         210.522 (meters)     690.69  (feet)  COMP
 GW0729  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 GW0729
 GW0729  VERT ORDER  -  SECOND    CLASS 0
 GW0729
 GW0729.The horizontal coordinates were scaled from a topographic map and have
 GW0729.an estimated accuracy of +/- 6 seconds.
 GW0729
 GW0729.The orthometric height was determined by differential leveling
 GW0729.and adjusted by the National Geodetic Survey in June 1991..
 GW0729
 GW0729.The geoid height was determined by GEOID03.
 GW0729
 GW0729.The dynamic height is computed by dividing the NAVD 88
 GW0729.geopotential number by the normal gravity value computed on the
 GW0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0729.degrees latitude (g = 980.6199 gals.).
 GW0729
 GW0729.The modeled gravity was interpolated from observed gravity values.
 GW0729
 GW0729;                    North         East    Units  Estimated Accuracy
 GW0729;SPC VA S     - 1,182,200.    3,491,510.      MT  (+/- 180 meters Scaled)
 GW0729
 GW0729                          SUPERSEDED SURVEY CONTROL
 GW0729
 GW0729  NGVD 29 (??/??/92)  210.908  (m)          691.95   (f) ADJ UNCH    2 0
 GW0729
 GW0729.Superseded values are not recommended for survey control.
 GW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0729.See file dsdata.txt to determine how the superseded data were derived.
 GW0729
 GW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC110057(NAD 83)
 GW0729_MARKER: Q = CHISELED SQUARE
 GW0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0729_SP_SET: CULVERT
 GW0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0729
 GW0729  HISTORY     - Date     Condition        Report By
 GW0729  HISTORY     - UNK      MONUMENTED       USGS
 GW0729  HISTORY     - 1935     GOOD             NGS
 GW0729
 GW0729                          STATION DESCRIPTION
 GW0729
 GW0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0729'0.9 MI NE FROM RED HILL.
 GW0729'0.9 MILE NORTHEAST OF THE SOUTHERN RAILWAY STATION AT RED HILL,
 GW0729'ALBEMARLE COUNTY, 0.3 MILE SOUTHWEST OF ARROWHEAD, AT A PRIVATE-ROAD
 GW0729'CROSSING, AT THE SOUTH END OF A STONE CULVERT, AND ON THE TOP OF
 GW0729'THE WEST PARAPET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2063 ***********************************************************************
 GV2063  DESIGNATION -  693 C OF R
 GV2063  PID         -  GV2063
 GV2063  STATE/COUNTY-  VA/C OF RICHMOND
 GV2063  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2063
 GV2063                         *CURRENT SURVEY CONTROL
 GV2063  ___________________________________________________________________
 GV2063* NAD 83(1986)-  37 27 50.     (N)    077 28 55.     (W)     SCALED    
 GV2063* NAVD 88     -        53.804  (meters)     176.52   (feet)  ADJUSTED  
 GV2063  ___________________________________________________________________
 GV2063  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GV2063  DYNAMIC HT  -          53.767 (meters)     176.40  (feet)  COMP
 GV2063  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 GV2063
 GV2063  VERT ORDER  -  SECOND    CLASS 0
 GV2063
 GV2063.The horizontal coordinates were scaled from a topographic map and have
 GV2063.an estimated accuracy of +/- 6 seconds.
 GV2063
 GV2063.The orthometric height was determined by differential leveling
 GV2063.and adjusted by the National Geodetic Survey in June 1991..
 GV2063
 GV2063.The geoid height was determined by GEOID03.
 GV2063
 GV2063.The dynamic height is computed by dividing the NAVD 88
 GV2063.geopotential number by the normal gravity value computed on the
 GV2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2063.degrees latitude (g = 980.6199 gals.).
 GV2063
 GV2063.The modeled gravity was interpolated from observed gravity values.
 GV2063
 GV2063;                    North         East    Units  Estimated Accuracy
 GV2063;SPC VA S     - 1,125,950.    3,590,060.      MT  (+/- 180 meters Scaled)
 GV2063
 GV2063                          SUPERSEDED SURVEY CONTROL
 GV2063
 GV2063  NGVD 29 (??/??/??)   54.116  (m)          177.55   (f) ADJUSTED    2 0
 GV2063
 GV2063.Superseded values are not recommended for survey control.
 GV2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2063.See file dsdata.txt to determine how the superseded data were derived.
 GV2063
 GV2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG804492(NAD 83)
 GV2063_MARKER: DD = SURVEY DISK
 GV2063_SETTING: 0 = UNSPECIFIED SETTING
 GV2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2063
 GV2063  HISTORY     - Date     Condition        Report By
 GV2063  HISTORY     - UNK      MONUMENTED       VA2060
 GV2063  HISTORY     - 1972     GOOD             NGS
 GV2063  HISTORY     - 1989     GOOD             USPSQD
 GV2063  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2063  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2063  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2063
 GV2063                          STATION DESCRIPTION
 GV2063
 GV2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2063'AT RICHMOND.
 GV2063'LOCATED AT THE SOUTH END OF COTTRELL ROAD, 15.5 FEET EAST OF THE
 GV2063'CENTERLINE OF COTTRELL ROAD, 45 FEET NORTHEAST OF A 2.8 FEET OAK,
 GV2063'21 FEET WEST OF VEPCO POLE NO. 82721, 67.5 FEET SOUTH OF VEPCO
 GV2063'POLE NO. KE40, 60.5 FEET SOUTHEAST OF A 2.3 FEET OAK, 12 FEET
 GV2063'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE TO ENTRANCE OF NO.
 GV2063'3811 COTTRELL ROAD.
 GV2063'A STANDARD C OF R DISK.
 GV2063
 GV2063                          STATION RECOVERY (1989)
 GV2063
 GV2063'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2063'RECOVERED IN GOOD CONDITION.
 GV2063
 GV2063                          STATION RECOVERY (1995)
 GV2063
 GV2063'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2063'MARK NOT FOUND.
 GV2063
 GV2063                          STATION RECOVERY (1999)
 GV2063
 GV2063'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2063'MARK NOT FOUND.
 GV2063
 GV2063                          STATION RECOVERY (2003)
 GV2063
 GV2063'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2064 ***********************************************************************
 GV2064  DESIGNATION -  694 C OF R
 GV2064  PID         -  GV2064
 GV2064  STATE/COUNTY-  VA/C OF RICHMOND
 GV2064  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2064
 GV2064                         *CURRENT SURVEY CONTROL
 GV2064  ___________________________________________________________________
 GV2064* NAD 83(1986)-  37 28 03.     (N)    077 29 24.     (W)     SCALED    
 GV2064* NAVD 88     -        59.648  (meters)     195.70   (feet)  ADJUSTED  
 GV2064  ___________________________________________________________________
 GV2064  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2064  DYNAMIC HT  -          59.606 (meters)     195.56  (feet)  COMP
 GV2064  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 GV2064
 GV2064  VERT ORDER  -  SECOND    CLASS 0
 GV2064
 GV2064.The horizontal coordinates were scaled from a topographic map and have
 GV2064.an estimated accuracy of +/- 6 seconds.
 GV2064
 GV2064.The orthometric height was determined by differential leveling
 GV2064.and adjusted by the National Geodetic Survey in June 1991..
 GV2064
 GV2064.The geoid height was determined by GEOID03.
 GV2064
 GV2064.The dynamic height is computed by dividing the NAVD 88
 GV2064.geopotential number by the normal gravity value computed on the
 GV2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2064.degrees latitude (g = 980.6199 gals.).
 GV2064
 GV2064.The modeled gravity was interpolated from observed gravity values.
 GV2064
 GV2064;                    North         East    Units  Estimated Accuracy
 GV2064;SPC VA S     - 1,126,340.    3,589,340.      MT  (+/- 180 meters Scaled)
 GV2064
 GV2064                          SUPERSEDED SURVEY CONTROL
 GV2064
 GV2064  NGVD 29 (??/??/??)   59.960  (m)          196.72   (f) ADJUSTED    2 0
 GV2064
 GV2064.Superseded values are not recommended for survey control.
 GV2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2064.See file dsdata.txt to determine how the superseded data were derived.
 GV2064
 GV2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG797496(NAD 83)
 GV2064_MARKER: DD = SURVEY DISK
 GV2064_SETTING: 0 = UNSPECIFIED SETTING
 GV2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2064
 GV2064  HISTORY     - Date     Condition        Report By
 GV2064  HISTORY     - UNK      MONUMENTED       VA2060
 GV2064  HISTORY     - 1972     GOOD             NGS
 GV2064  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2064  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2064  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2064
 GV2064                          STATION DESCRIPTION
 GV2064
 GV2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2064'AT RICHMOND.
 GV2064'17 FEET NORTH OF THE CENTERLINE OF BELMONT ROAD, 20 FEET EAST OF
 GV2064'THE CENTERLINE OF MARK ROAD, 23.5 FEET SOUTH OF A 2.5 FEET PINE,
 GV2064'60.5 FEET EAST OF VEPCO POLE NO. FG78, 48.5 FEET NORTHEAST OF A
 GV2064'GEOLOGICAL SURVEY MARKER (ADJACENT TO A TELEPHONE POLE).
 GV2064'A STANDARD C OF R DISK.
 GV2064
 GV2064                          STATION RECOVERY (1995)
 GV2064
 GV2064'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2064'MARK NOT FOUND.
 GV2064
 GV2064                          STATION RECOVERY (1999)
 GV2064
 GV2064'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2064'MARK NOT FOUND.
 GV2064
 GV2064                          STATION RECOVERY (2003)
 GV2064
 GV2064'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0144 ***********************************************************************
 HW0144  DESIGNATION -  695
 HW0144  PID         -  HW0144
 HW0144  STATE/COUNTY-  VA/FAUQUIER
 HW0144  USGS QUAD   -  FLINT HILL (1994)
 HW0144
 HW0144                         *CURRENT SURVEY CONTROL
 HW0144  ___________________________________________________________________
 HW0144* NAD 83(1986)-  38 49 44.     (N)    078 03 39.     (W)     SCALED    
 HW0144* NAVD 88     -       211.742  (meters)     694.69   (feet)  ADJUSTED  
 HW0144  ___________________________________________________________________
 HW0144  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HW0144  DYNAMIC HT  -         211.606 (meters)     694.24  (feet)  COMP
 HW0144  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HW0144
 HW0144  VERT ORDER  -  SECOND    CLASS 0
 HW0144
 HW0144.The horizontal coordinates were scaled from a topographic map and have
 HW0144.an estimated accuracy of +/- 6 seconds.
 HW0144
 HW0144.The orthometric height was determined by differential leveling
 HW0144.and adjusted by the National Geodetic Survey in June 1991..
 HW0144
 HW0144.The geoid height was determined by GEOID03.
 HW0144
 HW0144.The dynamic height is computed by dividing the NAVD 88
 HW0144.geopotential number by the normal gravity value computed on the
 HW0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0144.degrees latitude (g = 980.6199 gals.).
 HW0144
 HW0144.The modeled gravity was interpolated from observed gravity values.
 HW0144
 HW0144;                    North         East    Units  Estimated Accuracy
 HW0144;SPC VA N     - 2,129,100.    3,538,130.      MT  (+/- 180 meters Scaled)
 HW0144
 HW0144                          SUPERSEDED SURVEY CONTROL
 HW0144
 HW0144  NGVD 29 (??/??/92)  211.945  (m)          695.36   (f) ADJ UNCH    2 0
 HW0144
 HW0144.Superseded values are not recommended for survey control.
 HW0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0144.See file dsdata.txt to determine how the superseded data were derived.
 HW0144
 HW0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD551018(NAD 83)
 HW0144_MARKER: N = NAIL
 HW0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0144_SP_SET: TREE
 HW0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0144
 HW0144  HISTORY     - Date     Condition        Report By
 HW0144  HISTORY     - UNK      MONUMENTED       USGS
 HW0144  HISTORY     - 1941     GOOD             NGS
 HW0144
 HW0144                          STATION DESCRIPTION
 HW0144
 HW0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HW0144'0.3 MI N FROM HUNTLY.
 HW0144'IN FAUQUIER COUNTY, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 3
 HW0144'FROM THE NEW POST OFFICE AT HUNTLY, RAPPAHANNOCK COUNTY, THENCE
 HW0144'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 635, 75 FEET SOUTHEAST
 HW0144'OF A PRIVATE DRIVE, 46 FEET NORTH OF THE CENTER LINE OF THE
 HW0144'HIGHWAY, 8 FEET NORTH OF A RAIL FENCE, AND IN THE SOUTHWEST ROOT
 HW0144'OF A 2-FOOT ELM TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HW0144'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2065 ***********************************************************************
 GV2065  DESIGNATION -  695 C OF R
 GV2065  PID         -  GV2065
 GV2065  STATE/COUNTY-  VA/C OF RICHMOND
 GV2065  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2065
 GV2065                         *CURRENT SURVEY CONTROL
 GV2065  ___________________________________________________________________
 GV2065* NAD 83(1986)-  37 28 00.     (N)    077 29 20.     (W)     SCALED    
 GV2065* NAVD 88     -        59.939  (meters)     196.65   (feet)  ADJUSTED  
 GV2065  ___________________________________________________________________
 GV2065  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2065  DYNAMIC HT  -          59.897 (meters)     196.51  (feet)  COMP
 GV2065  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 GV2065
 GV2065  VERT ORDER  -  SECOND    CLASS 0
 GV2065
 GV2065.The horizontal coordinates were scaled from a topographic map and have
 GV2065.an estimated accuracy of +/- 6 seconds.
 GV2065
 GV2065.The orthometric height was determined by differential leveling
 GV2065.and adjusted by the National Geodetic Survey in June 1991..
 GV2065
 GV2065.The geoid height was determined by GEOID03.
 GV2065
 GV2065.The dynamic height is computed by dividing the NAVD 88
 GV2065.geopotential number by the normal gravity value computed on the
 GV2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2065.degrees latitude (g = 980.6199 gals.).
 GV2065
 GV2065.The modeled gravity was interpolated from observed gravity values.
 GV2065
 GV2065;                    North         East    Units  Estimated Accuracy
 GV2065;SPC VA S     - 1,126,250.    3,589,440.      MT  (+/- 180 meters Scaled)
 GV2065
 GV2065                          SUPERSEDED SURVEY CONTROL
 GV2065
 GV2065  NGVD 29 (??/??/??)   60.251  (m)          197.67   (f) ADJUSTED    2 0
 GV2065
 GV2065.Superseded values are not recommended for survey control.
 GV2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2065.See file dsdata.txt to determine how the superseded data were derived.
 GV2065
 GV2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG798495(NAD 83)
 GV2065_MARKER: DD = SURVEY DISK
 GV2065_SETTING: 0 = UNSPECIFIED SETTING
 GV2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2065
 GV2065  HISTORY     - Date     Condition        Report By
 GV2065  HISTORY     - UNK      MONUMENTED       VA2060
 GV2065  HISTORY     - 1972     GOOD             NGS
 GV2065  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2065  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2065  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2065
 GV2065                          STATION DESCRIPTION
 GV2065
 GV2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2065'AT RICHMOND.
 GV2065'LOCATED ON BROAD ROCK ROAD WEST OF WALMSLEY BOULEVARD, 45.1 FEET
 GV2065'WEST OF THE CENTERLINE OF BROAD ROCK ROAD, 50.5 FEET NORTH OF
 GV2065'VEPCO POLE NO. 4612, 29.4 FEET SOUTHEAST OF A 2 FEET OAK.
 GV2065'A STANDARD C OF R DISK.
 GV2065
 GV2065                          STATION RECOVERY (1995)
 GV2065
 GV2065'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2065'MARK NOT FOUND.
 GV2065
 GV2065                          STATION RECOVERY (1999)
 GV2065
 GV2065'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2065'MARK NOT FOUND.
 GV2065
 GV2065                          STATION RECOVERY (2003)
 GV2065
 GV2065'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1617 ***********************************************************************
 GV1617  DESIGNATION -  69.5 NWRR
 GV1617  PID         -  GV1617
 GV1617  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1617  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1617
 GV1617                         *CURRENT SURVEY CONTROL
 GV1617  ___________________________________________________________________
 GV1617* NAD 83(1986)-  37 07 58.     (N)    077 14 32.     (W)     SCALED    
 GV1617* NAVD 88     -        35.21   (+/-2cm)     115.5    (feet)  VERTCON   
 GV1617  ___________________________________________________________________
 GV1617  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV1617
 GV1617  VERT ORDER  -  ? (See Below)
 GV1617
 GV1617.The horizontal coordinates were scaled from a topographic map and have
 GV1617.an estimated accuracy of +/- 6 seconds.
 GV1617
 GV1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1617.The vertical order pertains to the NGVD 29 superseded value.
 GV1617
 GV1617.The geoid height was determined by GEOID03.
 GV1617
 GV1617;                    North         East    Units  Estimated Accuracy
 GV1617;SPC VA S     - 1,089,460.    3,611,750.      MT  (+/- 180 meters Scaled)
 GV1617
 GV1617                          SUPERSEDED SURVEY CONTROL
 GV1617
 GV1617  NGVD 29 (??/??/??)   35.543  (m)          116.61   (f) ADJUSTED    ?  
 GV1617
 GV1617.Superseded values are not recommended for survey control.
 GV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1617.See file dsdata.txt to determine how the superseded data were derived.
 GV1617
 GV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG008119(NAD 83)
 GV1617_MARKER: O = CHISELED CIRCLE
 GV1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1617_SP_SET: UNDERPASS
 GV1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1617
 GV1617  HISTORY     - Date     Condition        Report By
 GV1617  HISTORY     - UNK      MONUMENTED       NWRR
 GV1617  HISTORY     - 1932     GOOD             CGS
 GV1617  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1617  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 GV1617
 GV1617                          STATION DESCRIPTION
 GV1617
 GV1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1617'0.7 MI NW FROM DISPUTANTA.
 GV1617'0.7 MILE NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GV1617'STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 5 RAILS NORTHWEST
 GV1617'OF SEMAPHORE 695, AT A CONCRETE UNDERPASS, AND ON THE NORTHWEST
 GV1617'END OF THE NORTHEAST WALL.  A 2-INCH CHISELED CIRCLE.  NOTE-- CONCRETE
 GV1617'WALL RESURFACED.
 GV1617
 GV1617                          STATION RECOVERY (1963)
 GV1617
 GV1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1617'MARK NOT FOUND.
 GV1617
 GV1617                          STATION RECOVERY (1998)
 GV1617
 GV1617'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0999 ***********************************************************************
 GW0999  DESIGNATION -  695.40
 GW0999  PID         -  GW0999
 GW0999  STATE/COUNTY-  VA/AMHERST
 GW0999  USGS QUAD   -  AMHERST (1978)
 GW0999
 GW0999                         *CURRENT SURVEY CONTROL
 GW0999  ___________________________________________________________________
 GW0999* NAD 83(1986)-  37 30 43.     (N)    079 07 09.     (W)     SCALED    
 GW0999* NAVD 88     -       211.768  (meters)     694.78   (feet)  ADJUSTED  
 GW0999  ___________________________________________________________________
 GW0999  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW0999  DYNAMIC HT  -         211.610 (meters)     694.26  (feet)  COMP
 GW0999  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 GW0999
 GW0999  VERT ORDER  -  SECOND    CLASS 0
 GW0999
 GW0999.The horizontal coordinates were scaled from a topographic map and have
 GW0999.an estimated accuracy of +/- 6 seconds.
 GW0999
 GW0999.The orthometric height was determined by differential leveling
 GW0999.and adjusted by the National Geodetic Survey in June 1991..
 GW0999
 GW0999.The geoid height was determined by GEOID03.
 GW0999
 GW0999.The dynamic height is computed by dividing the NAVD 88
 GW0999.geopotential number by the normal gravity value computed on the
 GW0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0999.degrees latitude (g = 980.6199 gals.).
 GW0999
 GW0999.The modeled gravity was interpolated from observed gravity values.
 GW0999
 GW0999;                    North         East    Units  Estimated Accuracy
 GW0999;SPC VA S     - 1,130,980.    3,445,260.      MT  (+/- 180 meters Scaled)
 GW0999
 GW0999                          SUPERSEDED SURVEY CONTROL
 GW0999
 GW0999  NGVD 29 (??/??/92)  211.984  (m)          695.48   (f) ADJ UNCH    2 0
 GW0999
 GW0999.Superseded values are not recommended for survey control.
 GW0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0999.See file dsdata.txt to determine how the superseded data were derived.
 GW0999
 GW0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB662533(NAD 83)
 GW0999_MARKER: N = NAIL
 GW0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0999_SP_SET: BASE OF TREE
 GW0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0999
 GW0999  HISTORY     - Date     Condition        Report By
 GW0999  HISTORY     - UNK      MONUMENTED       USGS
 GW0999  HISTORY     - 1935     GOOD             NGS
 GW0999  HISTORY     - 1965     GOOD             NGS
 GW0999
 GW0999                          STATION DESCRIPTION
 GW0999
 GW0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0999'AT MC IVOR.
 GW0999'AT MC IVOR, ON U.S. HIGHWAY 29, 170 FEET SOUTH OF THE FORMER
 GW0999'SOUTHERN RAILWAY STATION, ABOUT 166 YARDS EAST OF A LARGE
 GW0999'CONCRETE OVERPASS, 15 FEET WEST OF A POINT 35 FEET NORTH OF A
 GW0999'ROAD CROSSING, AND IN THE BASE OF A 60-INCH SYCAMORE TREE.
 GW0999'A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 GW0999
 GW0999                          STATION RECOVERY (1965)
 GW0999
 GW0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2067 ***********************************************************************
 GV2067  DESIGNATION -  696 C OF R
 GV2067  PID         -  GV2067
 GV2067  STATE/COUNTY-  VA/C OF RICHMOND
 GV2067  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2067
 GV2067                         *CURRENT SURVEY CONTROL
 GV2067  ___________________________________________________________________
 GV2067* NAD 83(1986)-  37 27 51.     (N)    077 29 19.     (W)     SCALED    
 GV2067* NAVD 88     -        58.821  (meters)     192.98   (feet)  ADJUSTED  
 GV2067  ___________________________________________________________________
 GV2067  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2067  DYNAMIC HT  -          58.779 (meters)     192.84  (feet)  COMP
 GV2067  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 GV2067
 GV2067  VERT ORDER  -  SECOND    CLASS 0
 GV2067
 GV2067.The horizontal coordinates were scaled from a topographic map and have
 GV2067.an estimated accuracy of +/- 6 seconds.
 GV2067
 GV2067.The orthometric height was determined by differential leveling
 GV2067.and adjusted by the National Geodetic Survey in June 1991..
 GV2067
 GV2067.The geoid height was determined by GEOID03.
 GV2067
 GV2067.The dynamic height is computed by dividing the NAVD 88
 GV2067.geopotential number by the normal gravity value computed on the
 GV2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2067.degrees latitude (g = 980.6199 gals.).
 GV2067
 GV2067.The modeled gravity was interpolated from observed gravity values.
 GV2067
 GV2067;                    North         East    Units  Estimated Accuracy
 GV2067;SPC VA S     - 1,125,970.    3,589,470.      MT  (+/- 180 meters Scaled)
 GV2067
 GV2067                          SUPERSEDED SURVEY CONTROL
 GV2067
 GV2067  NGVD 29 (??/??/??)   59.132  (m)          194.00   (f) ADJUSTED    2 0
 GV2067
 GV2067.Superseded values are not recommended for survey control.
 GV2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2067.See file dsdata.txt to determine how the superseded data were derived.
 GV2067
 GV2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG799492(NAD 83)
 GV2067_MARKER: DD = SURVEY DISK
 GV2067_SETTING: 0 = UNSPECIFIED SETTING
 GV2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2067
 GV2067  HISTORY     - Date     Condition        Report By
 GV2067  HISTORY     - UNK      MONUMENTED       VA2060
 GV2067  HISTORY     - 1972     GOOD             NGS
 GV2067  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2067  HISTORY     - 19991023 GOOD             USPSQD
 GV2067  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2067
 GV2067                          STATION DESCRIPTION
 GV2067
 GV2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2067'AT RICHMOND.
 GV2067'FROM WALMSLEY BOULEVARD GO SOUTH ON BROAD ROCK ROAD 0.55 MILE,
 GV2067'37 FEET WEST OF THE CENTERLINE OF BROAD ROCK ROAD, 69 FEET NORTH
 GV2067'OF THE CENTERLINE OF BROOKBURY BOULEVARD, 19.4 FEET EAST OF
 GV2067'VEPCO POLE NO. GE53.
 GV2067'A STANDARD C OF R DISK.
 GV2067
 GV2067                          STATION RECOVERY (1995)
 GV2067
 GV2067'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2067'MARK NOT FOUND.
 GV2067
 GV2067                          STATION RECOVERY (1999)
 GV2067
 GV2067'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2067'RECOVERED IN GOOD CONDITION.
 GV2067
 GV2067                          STATION RECOVERY (2003)
 GV2067
 GV2067'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2067'GV2067=696 C OF R IS DESCRIBED AS BEING LOCATED IN SAME LOCATION AS
 GV2067'GV5599=11
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2068 ***********************************************************************
 GV2068  DESIGNATION -  697 C OF R
 GV2068  PID         -  GV2068
 GV2068  STATE/COUNTY-  VA/C OF RICHMOND
 GV2068  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2068
 GV2068                         *CURRENT SURVEY CONTROL
 GV2068  ___________________________________________________________________
 GV2068* NAD 83(1986)-  37 27 38.     (N)    077 29 13.     (W)     SCALED    
 GV2068* NAVD 88     -        43.413  (meters)     142.43   (feet)  ADJUSTED  
 GV2068  ___________________________________________________________________
 GV2068  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV2068  DYNAMIC HT  -          43.382 (meters)     142.33  (feet)  COMP
 GV2068  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 GV2068
 GV2068  VERT ORDER  -  SECOND    CLASS 0
 GV2068
 GV2068.The horizontal coordinates were scaled from a topographic map and have
 GV2068.an estimated accuracy of +/- 6 seconds.
 GV2068
 GV2068.The orthometric height was determined by differential leveling
 GV2068.and adjusted by the National Geodetic Survey in June 1991..
 GV2068
 GV2068.The geoid height was determined by GEOID03.
 GV2068
 GV2068.The dynamic height is computed by dividing the NAVD 88
 GV2068.geopotential number by the normal gravity value computed on the
 GV2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2068.degrees latitude (g = 980.6199 gals.).
 GV2068
 GV2068.The modeled gravity was interpolated from observed gravity values.
 GV2068
 GV2068;                    North         East    Units  Estimated Accuracy
 GV2068;SPC VA S     - 1,125,580.    3,589,620.      MT  (+/- 180 meters Scaled)
 GV2068
 GV2068                          SUPERSEDED SURVEY CONTROL
 GV2068
 GV2068  NGVD 29 (??/??/??)   43.725  (m)          143.45   (f) ADJUSTED    2 0
 GV2068
 GV2068.Superseded values are not recommended for survey control.
 GV2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2068.See file dsdata.txt to determine how the superseded data were derived.
 GV2068
 GV2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG800488(NAD 83)
 GV2068_MARKER: DD = SURVEY DISK
 GV2068_SETTING: 0 = UNSPECIFIED SETTING
 GV2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2068
 GV2068  HISTORY     - Date     Condition        Report By
 GV2068  HISTORY     - UNK      MONUMENTED       VA2060
 GV2068  HISTORY     - 1973     GOOD             NGS
 GV2068  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2068  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2068  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2068
 GV2068                          STATION DESCRIPTION
 GV2068
 GV2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GV2068'AT RICHMOND.
 GV2068'21.5 FEET SOUTH OF THE CENTERLINE OF RESERVOIR LANE, 30 FEET EAST
 GV2068'OF THE CENTERLINE OF IRON BRIDGE ROAD, 68 FEET SOUTHEAST OF
 GV2068'VEPCO POLE NO. HB87, 16 FEET SOUTHWEST OF A FIRE HYDRANT SOUTH
 GV2068'OF RESERVOIR LANE, 31 FEET NORTHWEST OF A 2.2 FEET OAK.
 GV2068'A STANDARD C OF R DISK.
 GV2068
 GV2068                          STATION RECOVERY (1995)
 GV2068
 GV2068'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2068'MARK NOT FOUND.
 GV2068
 GV2068                          STATION RECOVERY (1999)
 GV2068
 GV2068'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2068'MARK NOT FOUND.
 GV2068
 GV2068                          STATION RECOVERY (2003)
 GV2068
 GV2068'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2070 ***********************************************************************
 GV2070  DESIGNATION -  698 C OF R
 GV2070  PID         -  GV2070
 GV2070  STATE/COUNTY-  VA/C OF RICHMOND
 GV2070  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2070
 GV2070                         *CURRENT SURVEY CONTROL
 GV2070  ___________________________________________________________________
 GV2070* NAD 83(1986)-  37 28 03.     (N)    077 29 47.     (W)     SCALED    
 GV2070* NAVD 88     -        59.764  (meters)     196.08   (feet)  ADJUSTED  
 GV2070  ___________________________________________________________________
 GV2070  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV2070  DYNAMIC HT  -          59.722 (meters)     195.94  (feet)  COMP
 GV2070  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 GV2070
 GV2070  VERT ORDER  -  SECOND    CLASS 0
 GV2070
 GV2070.The horizontal coordinates were scaled from a topographic map and have
 GV2070.an estimated accuracy of +/- 6 seconds.
 GV2070
 GV2070.The orthometric height was determined by differential leveling
 GV2070.and adjusted by the National Geodetic Survey in June 1991..
 GV2070
 GV2070.The geoid height was determined by GEOID03.
 GV2070
 GV2070.The dynamic height is computed by dividing the NAVD 88
 GV2070.geopotential number by the normal gravity value computed on the
 GV2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2070.degrees latitude (g = 980.6199 gals.).
 GV2070
 GV2070.The modeled gravity was interpolated from observed gravity values.
 GV2070
 GV2070;                    North         East    Units  Estimated Accuracy
 GV2070;SPC VA S     - 1,126,340.    3,588,780.      MT  (+/- 180 meters Scaled)
 GV2070
 GV2070                          SUPERSEDED SURVEY CONTROL
 GV2070
 GV2070  NGVD 29 (??/??/??)   60.076  (m)          197.10   (f) ADJUSTED    2 0
 GV2070
 GV2070.Superseded values are not recommended for survey control.
 GV2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2070.See file dsdata.txt to determine how the superseded data were derived.
 GV2070
 GV2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG792496(NAD 83)
 GV2070_MARKER: DD = SURVEY DISK
 GV2070_SETTING: 0 = UNSPECIFIED SETTING
 GV2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2070
 GV2070  HISTORY     - Date     Condition        Report By
 GV2070  HISTORY     - UNK      MONUMENTED       VA2060
 GV2070  HISTORY     - 1972     GOOD             NGS
 GV2070  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV2070  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2070  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV2070
 GV2070                          STATION DESCRIPTION
 GV2070
 GV2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2070'AT RICHMOND.
 GV2070'AT THE CENTERLINE OF MURCHIES HILL ROAD PROJECTED, 18 FEET NORTH
 GV2070'OF THE CENTERLINE OF BELMONT ROAD, 11.5 FEET NORTHWEST OF A FIRE
 GV2070'HYDRANT NORTH OF BELMONT ROAD, 60 FEET NORTHEAST OF A VEPCO POLE
 GV2070'NO. CG27, 80 FEET NORTHWEST OF A VEPCO POLE NO. CG57.
 GV2070'A STANDARD C OF R DISK.
 GV2070
 GV2070                          STATION RECOVERY (1995)
 GV2070
 GV2070'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2070'MARK NOT FOUND.
 GV2070
 GV2070                          STATION RECOVERY (1999)
 GV2070
 GV2070'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2070'MARK NOT FOUND.
 GV2070
 GV2070                          STATION RECOVERY (2003)
 GV2070
 GV2070'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2066 ***********************************************************************
 GV2066  DESIGNATION -  699 C OF R
 GV2066  PID         -  GV2066
 GV2066  STATE/COUNTY-  VA/C OF RICHMOND
 GV2066  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2066
 GV2066                         *CURRENT SURVEY CONTROL
 GV2066  ___________________________________________________________________
 GV2066* NAD 83(1986)-  37 27 53.     (N)    077 29 11.     (W)     SCALED    
 GV2066* NAVD 88     -        59.419  (meters)     194.94   (feet)  ADJUSTED  
 GV2066  ___________________________________________________________________
 GV2066  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2066  DYNAMIC HT  -          59.377 (meters)     194.81  (feet)  COMP
 GV2066  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 GV2066
 GV2066  VERT ORDER  -  SECOND    CLASS 0
 GV2066
 GV2066.The horizontal coordinates were scaled from a topographic map and have
 GV2066.an estimated accuracy of +/- 6 seconds.
 GV2066
 GV2066.The orthometric height was determined by differential leveling
 GV2066.and adjusted by the National Geodetic Survey in June 1991..
 GV2066
 GV2066.The geoid height was determined by GEOID03.
 GV2066
 GV2066.The dynamic height is computed by dividing the NAVD 88
 GV2066.geopotential number by the normal gravity value computed on the
 GV2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2066.degrees latitude (g = 980.6199 gals.).
 GV2066
 GV2066.The modeled gravity was interpolated from observed gravity values.
 GV2066
 GV2066;                    North         East    Units  Estimated Accuracy
 GV2066;SPC VA S     - 1,126,040.    3,589,670.      MT  (+/- 180 meters Scaled)
 GV2066
 GV2066                          SUPERSEDED SURVEY CONTROL
 GV2066
 GV2066  NGVD 29 (??/??/??)   59.731  (m)          195.97   (f) ADJUSTED    2 0
 GV2066
 GV2066.Superseded values are not recommended for survey control.
 GV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2066.See file dsdata.txt to determine how the superseded data were derived.
 GV2066
 GV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG801493(NAD 83)
 GV2066_MARKER: DD = SURVEY DISK
 GV2066_SETTING: 0 = UNSPECIFIED SETTING
 GV2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2066+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2066
 GV2066  HISTORY     - Date     Condition        Report By
 GV2066  HISTORY     - UNK      MONUMENTED       VA2060
 GV2066  HISTORY     - 1972     GOOD             NGS
 GV2066  HISTORY     - 19951221 GOOD             USPSQD
 GV2066  HISTORY     - 19991023 GOOD             USPSQD
 GV2066  HISTORY     - 20031118 GOOD             USPSQD
 GV2066
 GV2066                          STATION DESCRIPTION
 GV2066
 GV2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2066'AT RICHMOND.
 GV2066'AT THE CENTERLINE OF REBECCA ROAD PROJECTED, 22 FEET WEST OF THE
 GV2066'CENTERLINE OF PATSY ANN DRIVE, 35 FEET NORTH OF VEPCO POLE NO.
 GV2066'HE86, 54 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY
 GV2066'BRICK HOUSE NO. 3648 PATSY ANN DRIVE, 51.9 FEET NORTHEAST OF THE
 GV2066'SOUTHEAST CORNER OF THE SAME HOUSE.
 GV2066'A STANDARD C OF R DISK.
 GV2066
 GV2066                          STATION RECOVERY (1995)
 GV2066
 GV2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2066'RECOVERED IN GOOD CONDITION.
 GV2066
 GV2066                          STATION RECOVERY (1999)
 GV2066
 GV2066'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2066'RECOVERED IN GOOD CONDITION.
 GV2066
 GV2066                          STATION RECOVERY (2003)
 GV2066
 GV2066'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5584 ***********************************************************************
 GV5584  DESIGNATION -  7
 GV5584  PID         -  GV5584
 GV5584  STATE/COUNTY-  VA/C OF RICHMOND
 GV5584  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5584
 GV5584                         *CURRENT SURVEY CONTROL
 GV5584  ___________________________________________________________________
 GV5584* NAD 83(1993)-  37 28 12.31554(N)    077 28 51.44392(W)     ADJUSTED  
 GV5584* NAVD 88     -        61.36   (+/-2cm)     201.3    (feet)  VERTCON   
 GV5584  ___________________________________________________________________
 GV5584  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV5584  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV5584
 GV5584  HORZ ORDER  -  SECOND
 GV5584  VERT ORDER  -  THIRD ? (See Below)
 GV5584
 GV5584.The horizontal coordinates were established by classical geodetic methods
 GV5584.and adjusted by the National Geodetic Survey in September 1995..
 GV5584
 GV5584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5584.The vertical order pertains to the NGVD 29 superseded value.
 GV5584
 GV5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5584
 GV5584.The geoid height was determined by GEOID03.
 GV5584
 GV5584;                    North         East     Units Scale Factor Converg.
 GV5584;SPC VA S     - 1,126,638.043 3,590,138.766   MT  0.99994700   +0 37 06.5
 GV5584;SPC VA S     - 3,696,311.65 11,778,646.93   sFT  0.99994700   +0 37 06.5
 GV5584;UTM  18      - 4,149,913.502   280,602.630   MT  1.00019296   -1 30 35.6
 GV5584
 GV5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5584!SPC VA S     -   0.99999556  x   0.99994700  =   0.99994256
 GV5584!UTM  18      -   0.99999556  x   1.00019296  =   1.00018852
 GV5584
 GV5584:                Primary Azimuth Mark                     Grid Az
 GV5584:SPC VA S     -  6                                        076 17 30.2
 GV5584:UTM  18      -  6                                        078 25 12.3
 GV5584
 GV5584|---------------------------------------------------------------------|
 GV5584| PID    Reference Object                     Distance      Geod. Az  |
 GV5584|                                                           dddmmss.s |
 GV5584| GV5576 6                                   484.549 METERS 0765436.7 |
 GV5584| DC5525 7 RM                                 18.439 METERS 19903     |
 GV5584| GV5588 8                                   343.355 METERS 25117     |
 GV5584| GV5590 86 C OF R 1972                      408.325 METERS 2750318.9 |
 GV5584|---------------------------------------------------------------------|
 GV5584
 GV5584                          SUPERSEDED SURVEY CONTROL
 GV5584
 GV5584  NAD 83(1993)-  37 28 12.31550(N)    077 28 51.44381(W) AD(       ) 2
 GV5584  NAD 83(1986)-  37 28 12.32177(N)    077 28 51.46074(W) AD(       ) 2
 GV5584  NAD 27      -  37 28 11.78997(N)    077 28 52.51297(W) AD(       ) 2
 GV5584  NGVD 29 (07/19/86)   61.67   (m)          202.3    (f) LEVELING    3  
 GV5584
 GV5584.Superseded values are not recommended for survey control.
 GV5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5584.See file dsdata.txt to determine how the superseded data were derived.
 GV5584
 GV5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8060349914(NAD 83)
 GV5584_MARKER: Z = SEE DESCRIPTION
 GV5584_SETTING: 0 = UNSPECIFIED SETTING
 GV5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5584+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5584
 GV5584  HISTORY     - Date     Condition        Report By
 GV5584  HISTORY     - 1972     MONUMENTED       VA2060
 GV5584  HISTORY     - 19951028 GOOD             USPSQD
 GV5584  HISTORY     - 19991023 GOOD             USPSQD
 GV5584  HISTORY     - 20031120 GOOD             USPSQD
 GV5584
 GV5584                          STATION DESCRIPTION
 GV5584
 GV5584'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5584'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5584'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.25 MILES
 GV5584'TO POINT NO 7.
 GV5584'
 GV5584'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5584'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5584'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5584'10 INCH BELOW GROUND.
 GV5584'
 GV5584'25.4 FEET E. OF CENTER OF CITY WATER METER, 57.9 FEET S. E. OF VEPCO
 GV5584'POLE NO L108, 32.5 FEET S. OF C/L WALMSLEY BLVD.
 GV5584'
 GV5584'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5584'CENTER OF PIN, SET FLUSH TO GROUND.  28.6 FEET E. OF N. E. CORNER OF
 GV5584'HOUSE (1 STORY CINDER BLOCK), 43.8 FEET N. E. OF S. E. CORNER OF
 GV5584'HOUSE, 14.0 FEET N. W. 12 INCH CEDAR TREE.
 GV5584'
 GV5584'DISTANCE BETWEEN PT. 7 AND R. M. IS 60.50 FT., 18.439 M.
 GV5584'
 GV5584'NEAREST TOWN--RICHMOND.
 GV5584
 GV5584                          STATION RECOVERY (1995)
 GV5584
 GV5584'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5584'RECOVERED IN GOOD CONDITION.
 GV5584
 GV5584                          STATION RECOVERY (1999)
 GV5584
 GV5584'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5584'RECOVERED IN GOOD CONDITION.
 GV5584
 GV5584                          STATION RECOVERY (2003)
 GV5584
 GV5584'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5584'MARK IS 84FT NOTH OF CINDER BLOCK HOUSE AT 4619
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1725 ***********************************************************************
 GX1725  DESIGNATION -  7 BC
 GX1725  PID         -  GX1725
 GX1725  STATE/COUNTY-  VA/BUCHANAN
 GX1725  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1725
 GX1725                         *CURRENT SURVEY CONTROL
 GX1725  ___________________________________________________________________
 GX1725* NAD 83(1986)-  37 10 35.     (N)    081 56 15.     (W)     SCALED    
 GX1725* NAVD 88     -       506.356  (meters)    1661.27   (feet)  ADJUSTED  
 GX1725  ___________________________________________________________________
 GX1725  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1725  DYNAMIC HT  -         505.921 (meters)    1659.84  (feet)  COMP
 GX1725  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 GX1725
 GX1725  VERT ORDER  -  SECOND    CLASS 0
 GX1725
 GX1725.The horizontal coordinates were scaled from a topographic map and have
 GX1725.an estimated accuracy of +/- 6 seconds.
 GX1725
 GX1725.The orthometric height was determined by differential leveling
 GX1725.and adjusted by the National Geodetic Survey in June 1991..
 GX1725
 GX1725.The geoid height was determined by GEOID03.
 GX1725
 GX1725.The dynamic height is computed by dividing the NAVD 88
 GX1725.geopotential number by the normal gravity value computed on the
 GX1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1725.degrees latitude (g = 980.6199 gals.).
 GX1725
 GX1725.The modeled gravity was interpolated from observed gravity values.
 GX1725
 GX1725;                    North         East    Units  Estimated Accuracy
 GX1725;SPC VA S     - 1,099,110.    3,194,810.      MT  (+/- 180 meters Scaled)
 GX1725
 GX1725                          SUPERSEDED SURVEY CONTROL
 GX1725
 GX1725  NGVD 29 (??/??/92)  506.516  (m)         1661.79   (f) ADJ UNCH    2 0
 GX1725
 GX1725.Superseded values are not recommended for survey control.
 GX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1725.See file dsdata.txt to determine how the superseded data were derived.
 GX1725
 GX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB167148(NAD 83)
 GX1725_MARKER: DD = SURVEY DISK
 GX1725_SETTING: 80 = SET IN A BOULDER
 GX1725_SP_SET: BOULDER
 GX1725_STAMPING: 7 B C 1946
 GX1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1725+STABILITY: SURFACE MOTION
 GX1725
 GX1725  HISTORY     - Date     Condition        Report By
 GX1725  HISTORY     - 1946     MONUMENTED       USGS
 GX1725  HISTORY     - 1958     GOOD             NGS
 GX1725  HISTORY     - 1963     GOOD             NGS
 GX1725
 GX1725                          STATION DESCRIPTION
 GX1725
 GX1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1725'2.2 MI SE FROM MARVIN.
 GX1725'2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION
 GX1725'OF ROAD NO. 680 AT MARVIN, ABOUT 1.2 MILES WEST ALONG U.S.
 GX1725'HIGHWAY 460 FROM THE CHURCH AT GRIMSLEYVILLE, 0.3 MILE NORTHEAST
 GX1725'OF THE CONFLUENCE OF LEVISA FORK AND GRASSY CREEK, 0.2 MILE WEST
 GX1725'OF A 6-FOOT CONCRETE CULVERT OVER CREEK BRANCH NORTHEAST (SHORTT
 GX1725'HOLLOW), 22 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 18 FEET
 GX1725'WEST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER THE
 GX1725'HIGHWAY, IN TOP OF THE TOP END OF A SLANTING 3-BY 4 1/2-FOOT
 GX1725'EXPOSED PART OF A BURIED BOULDER OR BEDROCK, 4 1/2 FEET
 GX1725'SOUTH-SOUTHWEST OF AN UNMARKED CONCRETE POST, AND ABOUT 4 1/2
 GX1725'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX1725
 GX1725                          STATION RECOVERY (1963)
 GX1725
 GX1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7072 ***********************************************************************
 HV7072  DESIGNATION -  7 KB
 HV7072  PID         -  HV7072
 HV7072  STATE/COUNTY-  VA/WESTMORELAND
 HV7072  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7072
 HV7072                         *CURRENT SURVEY CONTROL
 HV7072  ___________________________________________________________________
 HV7072* NAD 83(1993)-  38 16 20.03345(N)    076 58 42.46114(W)     ADJUSTED  
 HV7072* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7072  ___________________________________________________________________
 HV7072  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV7072  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HV7072
 HV7072  HORZ ORDER  -  FIRST
 HV7072
 HV7072.The horizontal coordinates were established by classical geodetic methods
 HV7072.and adjusted by the National Geodetic Survey in November 1994..
 HV7072
 HV7072.The orthometric height was scaled from a topographic map.
 HV7072
 HV7072.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7072
 HV7072.The geoid height was determined by GEOID03.
 HV7072
 HV7072;                    North         East     Units Scale Factor Converg.
 HV7072;SPC VA N     - 2,068,319.633 3,633,134.375   MT  0.99996643   +0 56 58.6
 HV7072;SPC VA N     - 6,785,812.00 11,919,708.36   sFT  0.99996643   +0 56 58.6
 HV7072;SPC MD       -    67,220.715   401,884.780   MT  1.00000495   +0 00 48.7
 HV7072;SPC MD       -   220,539.96  1,318,516.98   sFT  1.00000495   +0 00 48.7
 HV7072;UTM  18      - 4,237,871.594   326,932.379   MT  0.99996889   -1 13 32.7
 HV7072
 HV7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7072!SPC VA N     -   1.00000435  x   0.99996643  =   0.99997078
 HV7072!SPC MD       -   1.00000435  x   1.00000495  =   1.00000930
 HV7072!UTM  18      -   1.00000435  x   0.99996889  =   0.99997324
 HV7072
 HV7072:                Primary Azimuth Mark                     Grid Az
 HV7072:SPC VA N     -  9 OFFSET                                 140 29 20.2
 HV7072:SPC MD       -  9 OFFSET                                 141 25 30.1
 HV7072:UTM  18      -  9 OFFSET                                 142 39 51.5
 HV7072
 HV7072|---------------------------------------------------------------------|
 HV7072| PID    Reference Object                     Distance      Geod. Az  |
 HV7072|                                                           dddmmss.s |
 HV7072| HV7075 9 OFFSET                            APPROX. 1.0 KM 1412618.8 |
 HV7072| CX2018 7 KB RM 1                            24.010 METERS 20026     |
 HV7072| CX2019 7 KB RM 2                            38.622 METERS 30614     |
 HV7072|---------------------------------------------------------------------|
 HV7072
 HV7072                          SUPERSEDED SURVEY CONTROL
 HV7072
 HV7072  NAD 83(1993)-  38 16 20.03351(N)    076 58 42.46699(W) AD(       ) 1
 HV7072  NAD 83(1986)-  38 16 20.03366(N)    076 58 42.47630(W) AD(       ) 1
 HV7072  NAD 27      -  38 16 19.57200(N)    076 58 43.57100(W) AD(       ) 1
 HV7072
 HV7072.Superseded values are not recommended for survey control.
 HV7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7072.See file dsdata.txt to determine how the superseded data were derived.
 HV7072
 HV7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2693237872(NAD 83)
 HV7072_MARKER: DS = TRIANGULATION STATION DISK
 HV7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7072+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7072
 HV7072  HISTORY     - Date     Condition        Report By
 HV7072  HISTORY     - 1954     MONUMENTED       CGS
 HV7072  HISTORY     - 1960     GOOD             CGS
 HV7072  HISTORY     - 1961     GOOD             CGS
 HV7072  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV7072  HISTORY     - 20030318 GOOD             USPSQD
 HV7072  HISTORY     - 20051115 GOOD             USPSQD
 HV7072
 HV7072                          STATION DESCRIPTION
 HV7072
 HV7072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7072'STATION IS LOCATED ON THE SOUTH SHORE OF THE POTOMAC RIVER ABOUT
 HV7072'3/4 MILE WEST OF COLONIAL BEACH AND 1/2 MILE EAST OF POTOMAC
 HV7072'BEACH.  STATION IS 34 FEET WEST NORTHWEST OF THE NORTHWEST CORNER
 HV7072'OF RANGE STATION BUILDING, 22 FEET NORTH OF THE APPROXIMATE
 HV7072'CENTER OF ROAD AND 7 FEET SOUTH OF A LOG RETAINING WALL.  THE
 HV7072'MARK IS A SMALL DISK SET IN THE CENTER OF A LARGE CONCRETE BLOCK
 HV7072'AND THE DISK IS STAMPED 7 KB 1954.
 HV7072'
 HV7072'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HV7072'BUILDING.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 HV7072'STAMPED 7 KB NO 1 1954.
 HV7072'
 HV7072'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE APPROXIMATE CENTER OF
 HV7072'ROAD AND 10 FEET SOUTH OF RIVER BANK.  THE MARK PROJECTS ABOUT 4
 HV7072'INCHES AND THE DISK IS STAMPED 7 KB NO 2 1954.
 HV7072'
 HV7072'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF A 3 INCH PIPE
 HV7072'WHICH IS USED FOR INSTRUMENT MOUNT AND LOCATED ON THE SECOND
 HV7072'FLOOR OF RANGE BUILDING.
 HV7072'
 HV7072'TO REACH STATION FROM THE MOBILE SERVICE STATION IN POTOMAC
 HV7072'BEACH, GO EASTERLY ON ROUTE 205 FOR 0.3 MILE TO STREET ON LEFT.
 HV7072'TURN LEFT AND FOLLOW BLACK TOP ROAD NORTH AND EAST FOR 0.7 MILE TO
 HV7072'END OF ROAD AT RANGE STATION BUILDING AND STATION AS DESCRIBED.
 HV7072'
 HV7072'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK.
 HV7072'
 HV7072'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV7072
 HV7072                          STATION RECOVERY (1960)
 HV7072
 HV7072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7072'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 HV7072'CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 HV7072'FOLLOWING ADDITION.  REFERENCE MARK WAS FOUND TILTED AT A 45
 HV7072'DEGREE ANGLE.
 HV7072
 HV7072                          STATION RECOVERY (1961)
 HV7072
 HV7072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7072'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED. THE
 HV7072'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7072
 HV7072                          STATION RECOVERY (1998)
 HV7072
 HV7072'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7072'MARK NOT FOUND.
 HV7072
 HV7072                          STATION RECOVERY (2003)
 HV7072
 HV7072'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7072'RECOVERED IN GOOD CONDITION.
 HV7072
 HV7072                          STATION RECOVERY (2005)
 HV7072
 HV7072'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0296 ***********************************************************************
 JW0296  DESIGNATION -  7 M
 JW0296  PID         -  JW0296
 JW0296  STATE/COUNTY-  VA/FREDERICK
 JW0296  USGS QUAD   -  STEPHENS CITY (1986)
 JW0296
 JW0296                         *CURRENT SURVEY CONTROL
 JW0296  ___________________________________________________________________
 JW0296* NAD 83(1986)-  39 04 34.     (N)    078 10 48.     (W)     SCALED    
 JW0296* NAVD 88     -       226.024  (meters)     741.55   (feet)  ADJUSTED  
 JW0296  ___________________________________________________________________
 JW0296  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JW0296  DYNAMIC HT  -         225.880 (meters)     741.07  (feet)  COMP
 JW0296  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JW0296
 JW0296  VERT ORDER  -  SECOND    CLASS 0
 JW0296
 JW0296.The horizontal coordinates were scaled from a topographic map and have
 JW0296.an estimated accuracy of +/- 6 seconds.
 JW0296
 JW0296.The orthometric height was determined by differential leveling
 JW0296.and adjusted by the National Geodetic Survey in June 1991..
 JW0296
 JW0296.The geoid height was determined by GEOID03.
 JW0296
 JW0296.The dynamic height is computed by dividing the NAVD 88
 JW0296.geopotential number by the normal gravity value computed on the
 JW0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0296.degrees latitude (g = 980.6199 gals.).
 JW0296
 JW0296.The modeled gravity was interpolated from observed gravity values.
 JW0296
 JW0296;                    North         East    Units  Estimated Accuracy
 JW0296;SPC VA N     - 2,156,500.    3,527,690.      MT  (+/- 180 meters Scaled)
 JW0296
 JW0296                          SUPERSEDED SURVEY CONTROL
 JW0296
 JW0296  NGVD 29 (??/??/92)  226.187  (m)          742.08   (f) ADJ UNCH    2 0
 JW0296
 JW0296.Superseded values are not recommended for survey control.
 JW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0296.See file dsdata.txt to determine how the superseded data were derived.
 JW0296
 JW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD439290(NAD 83)
 JW0296_MARKER: DD = SURVEY DISK
 JW0296_SETTING: 66 = SET IN ROCK OUTCROP
 JW0296_SP_SET: OUTCROP
 JW0296_STAMPING: 7 M 1935
 JW0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0296+STABILITY: POSITION/ELEVATION WELL
 JW0296
 JW0296  HISTORY     - Date     Condition        Report By
 JW0296  HISTORY     - 1935     MONUMENTED       CGS
 JW0296  HISTORY     - 1942     GOOD             NGS
 JW0296  HISTORY     - 1966     GOOD             NGS
 JW0296  HISTORY     - 19971116 GOOD             USPSQD
 JW0296
 JW0296                          STATION DESCRIPTION
 JW0296
 JW0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JW0296'2.5 MI E FROM STEPHENS CITY.
 JW0296'2.5 MILES EAST ALONG STATE HIGHWAY 277 FROM THE POST OFFICE AT
 JW0296'STEPHENS CITY, FREDERICK COUNTY, 57 FEET WEST OF THE SOUTHWEST
 JW0296'CORNER OF A REPUBLIC SERVICE STATION, AT THE INTERSECTION OF A
 JW0296'COUNTY ROAD, 43.5 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 JW0296'LEADING NORTH TO A SAWMILL, 37.5 FEET NORTH OF THE CENTER LINE
 JW0296'OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND FLUSH WITH THE
 JW0296'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0296'7 M 1935.
 JW0296
 JW0296                          STATION RECOVERY (1966)
 JW0296
 JW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JW0296'RECOVERED IN GOOD CONDITION.
 JW0296
 JW0296                          STATION RECOVERY (1997)
 JW0296
 JW0296'RECOVERY NOTE BY US POWER SQUADRON 1997
 JW0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7073 ***********************************************************************
 HV7073  DESIGNATION -  7 NPG 1954
 HV7073  PID         -  HV7073
 HV7073  STATE/COUNTY-  VA/WESTMORELAND
 HV7073  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7073
 HV7073                         *CURRENT SURVEY CONTROL
 HV7073  ___________________________________________________________________
 HV7073* NAD 83(1993)-  38 16 19.67381(N)    076 58 42.17212(W)     ADJUSTED  
 HV7073* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7073  ___________________________________________________________________
 HV7073  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HV7073  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HV7073
 HV7073  HORZ ORDER  -  SECOND
 HV7073
 HV7073.The horizontal coordinates were established by classical geodetic methods
 HV7073.and adjusted by the National Geodetic Survey in November 1994..
 HV7073
 HV7073.The orthometric height was scaled from a topographic map.
 HV7073
 HV7073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7073
 HV7073.The geoid height was determined by GEOID03.
 HV7073
 HV7073;                    North         East     Units Scale Factor Converg.
 HV7073;SPC VA N     - 2,068,308.662 3,633,141.583   MT  0.99996644   +0 56 58.8
 HV7073;SPC VA N     - 6,785,776.00 11,919,732.01   sFT  0.99996644   +0 56 58.8
 HV7073;SPC MD       -    67,209.628   401,891.808   MT  1.00000497   +0 00 48.8
 HV7073;SPC MD       -   220,503.59  1,318,540.04   sFT  1.00000497   +0 00 48.8
 HV7073;UTM  18      - 4,237,860.358   326,939.165   MT  0.99996886   -1 13 32.5
 HV7073
 HV7073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7073!SPC VA N     -   1.00000435  x   0.99996644  =   0.99997079
 HV7073!SPC MD       -   1.00000435  x   1.00000497  =   1.00000932
 HV7073!UTM  18      -   1.00000435  x   0.99996886  =   0.99997321
 HV7073
 HV7073                          SUPERSEDED SURVEY CONTROL
 HV7073
 HV7073  NAD 83(1993)-  38 16 19.67387(N)    076 58 42.17797(W) AD(       ) 2
 HV7073  NAD 83(1986)-  38 16 19.67402(N)    076 58 42.18729(W) AD(       ) 2
 HV7073  NAD 27      -  38 16 19.21200(N)    076 58 43.28200(W) AD(       ) 2
 HV7073
 HV7073.Superseded values are not recommended for survey control.
 HV7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7073.See file dsdata.txt to determine how the superseded data were derived.
 HV7073
 HV7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2693937860(NAD 83)
 HV7073_MARKER: Z = SEE DESCRIPTION
 HV7073_SETTING: 0 = UNSPECIFIED SETTING
 HV7073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7073+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7073
 HV7073  HISTORY     - Date     Condition        Report By
 HV7073  HISTORY     - 1954     MONUMENTED       CGS
 HV7073  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV7073  HISTORY     - 1961     GOOD             CGS
 HV7073  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV7073  HISTORY     - 20030318 GOOD             USPSQD
 HV7073  HISTORY     - 20051115 GOOD             USPSQD
 HV7073
 HV7073                          STATION DESCRIPTION
 HV7073
 HV7073'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7073'STATION IS LOCATED ABOUT 3/4 MILE WEST OF COLONIAL BEACH AND 1/2
 HV7073'MILE EAST OF POTOMAC BEACH.  STATION IS AT THE WATERS EDGE OF THE
 HV7073'SOUTH SHORE OF THE POTOMAC RIVER AND AT THE EAST END OF A BLACKTOP
 HV7073'ROAD.
 HV7073'
 HV7073'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF 3 INCH PIPE WHICH
 HV7073'IS USED FOR AN INSTRUMENT MOUNT AND LOCATED ON THE SECOND FLOOR OF
 HV7073'BUILDING, FROM TRIANGULATION STATION 7 KB AND THE DISTANCE IS
 HV7073'13.127 METERS OR 43.07 FEET EAST SOUTHEAST.
 HV7073'
 HV7073'TO REACH STATION FROM THE MOBILE SERVICE STATION IN POTOMAC
 HV7073'BEACH, GO EASTERLY ON ROUTE 205 FOR 0.3 MILE TO T STREET LEFT.
 HV7073'TURN LEFT AND GO NORTH AND EAST ON BLACKTOP ROAD FOR 0.7 MILE TO
 HV7073'END OF ROAD AND STATION.
 HV7073
 HV7073                          STATION RECOVERY (1960)
 HV7073
 HV7073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7073'THE STATION WAS NOT RECOVERED DUE TO ITS LOCATION INSIDE THE RANGE
 HV7073'HOUSE.
 HV7073
 HV7073                          STATION RECOVERY (1961)
 HV7073
 HV7073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7073'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED. THE
 HV7073'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7073
 HV7073                          STATION RECOVERY (1998)
 HV7073
 HV7073'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7073'MARK NOT FOUND.
 HV7073
 HV7073                          STATION RECOVERY (2003)
 HV7073
 HV7073'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7073'RECOVERED IN GOOD CONDITION.
 HV7073
 HV7073                          STATION RECOVERY (2005)
 HV7073
 HV7073'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1277 ***********************************************************************
 GW1277  DESIGNATION -  7 USGS
 GW1277  PID         -  GW1277
 GW1277  STATE/COUNTY-  VA/CAMPBELL
 GW1277  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1277
 GW1277                         *CURRENT SURVEY CONTROL
 GW1277  ___________________________________________________________________
 GW1277* NAD 83(1986)-  37 12 30.     (N)    079 12 07.     (W)     SCALED    
 GW1277* NAVD 88     -       267.058  (meters)     876.17   (feet)  ADJUSTED  
 GW1277  ___________________________________________________________________
 GW1277  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW1277  DYNAMIC HT  -         266.852 (meters)     875.50  (feet)  COMP
 GW1277  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 GW1277
 GW1277  VERT ORDER  -  SECOND    CLASS 0
 GW1277
 GW1277.The horizontal coordinates were scaled from a topographic map and have
 GW1277.an estimated accuracy of +/- 6 seconds.
 GW1277
 GW1277.The orthometric height was determined by differential leveling
 GW1277.and adjusted by the National Geodetic Survey in June 1991..
 GW1277
 GW1277.The geoid height was determined by GEOID03.
 GW1277
 GW1277.The dynamic height is computed by dividing the NAVD 88
 GW1277.geopotential number by the normal gravity value computed on the
 GW1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1277.degrees latitude (g = 980.6199 gals.).
 GW1277
 GW1277.The modeled gravity was interpolated from observed gravity values.
 GW1277
 GW1277;                    North         East    Units  Estimated Accuracy
 GW1277;SPC VA S     - 1,097,330.    3,437,690.      MT  (+/- 180 meters Scaled)
 GW1277
 GW1277                          SUPERSEDED SURVEY CONTROL
 GW1277
 GW1277  NGVD 29 (??/??/92)  267.286  (m)          876.92   (f) ADJ UNCH    2 0
 GW1277
 GW1277.Superseded values are not recommended for survey control.
 GW1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1277.See file dsdata.txt to determine how the superseded data were derived.
 GW1277
 GW1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB595194(NAD 83)
 GW1277_MARKER: DD = SURVEY DISK
 GW1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1277_SP_SET: CULVERT
 GW1277_STAMPING: 7 SKS 877 1953
 GW1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1277
 GW1277  HISTORY     - Date     Condition        Report By
 GW1277  HISTORY     - 1953     MONUMENTED       USGS
 GW1277  HISTORY     - 1964     GOOD             NGS
 GW1277  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1277
 GW1277                          STATION DESCRIPTION
 GW1277
 GW1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1277'9.2 MI NE FROM ALTAVISTA.
 GW1277'ABOUT 9.2 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1277'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF NORTH END OF
 GW1277'WEST HEADWALL OF A PIPE CULVERT, 38.5 FEET NORTHWEST OF
 GW1277'CENTERLINE OF HIGHWAY, 35 FEET SOUTHWEST APPROXIMATE CENTER OF
 GW1277'COUNTY ROAD 692, 1 FOOT SOUTH OF NORTH END AND IS ABOUT 2 FEET
 GW1277'BELOW THE LEVEL OF THE HIGHWAY.
 GW1277
 GW1277                          STATION RECOVERY (1983)
 GW1277
 GW1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1277'NOT RECOVERED, MARK WAS RESET ACROSS HIGHWAY DUE TO THE INSTALLATION
 GW1277'OF A NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1991 ***********************************************************************
 GW1991  DESIGNATION -  7 USGS RESET 1965
 GW1991  PID         -  GW1991
 GW1991  STATE/COUNTY-  VA/CAMPBELL
 GW1991  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1991
 GW1991                         *CURRENT SURVEY CONTROL
 GW1991  ___________________________________________________________________
 GW1991* NAD 83(1986)-  37 12 27.     (N)    079 12 06.     (W)     SCALED    
 GW1991* NAVD 88     -       267.553  (meters)     877.80   (feet)  ADJUSTED  
 GW1991  ___________________________________________________________________
 GW1991  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW1991  DYNAMIC HT  -         267.347 (meters)     877.12  (feet)  COMP
 GW1991  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 GW1991
 GW1991  VERT ORDER  -  FIRST     CLASS II
 GW1991
 GW1991.The horizontal coordinates were scaled from a topographic map and have
 GW1991.an estimated accuracy of +/- 6 seconds.
 GW1991
 GW1991.The orthometric height was determined by differential leveling
 GW1991.and adjusted by the National Geodetic Survey in June 1991..
 GW1991
 GW1991.The geoid height was determined by GEOID03.
 GW1991
 GW1991.The dynamic height is computed by dividing the NAVD 88
 GW1991.geopotential number by the normal gravity value computed on the
 GW1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1991.degrees latitude (g = 980.6199 gals.).
 GW1991
 GW1991.The modeled gravity was interpolated from observed gravity values.
 GW1991
 GW1991;                    North         East    Units  Estimated Accuracy
 GW1991;SPC VA S     - 1,097,240.    3,437,720.      MT  (+/- 180 meters Scaled)
 GW1991
 GW1991                          SUPERSEDED SURVEY CONTROL
 GW1991
 GW1991.No superseded survey control is available for this station.
 GW1991
 GW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB595194(NAD 83)
 GW1991_MARKER: DD = SURVEY DISK
 GW1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1991_SP_SET: CONCRETE POST
 GW1991_STAMPING: 7 SKS 1953 RESET 1965
 GW1991_MARK LOGO: USGS  
 GW1991_PROJECTION: FLUSH
 GW1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1991+STABILITY: SURFACE MOTION
 GW1991
 GW1991  HISTORY     - Date     Condition        Report By
 GW1991  HISTORY     - 1965     MONUMENTED       USGS
 GW1991  HISTORY     - 1983     GOOD             NGS
 GW1991
 GW1991                          STATION DESCRIPTION
 GW1991
 GW1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1991'14.8 KM (9.2 MI) NE FROM ALTAVISTA.
 GW1991'14.8 KM (9.2 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 GW1991'IN ALTAVISTA TO THE MARK ON THE RIGHT, 15.85 METERS (52.0 FT) EAST OF
 GW1991'THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 14.33 METERS
 GW1991'(47.0 FT) SOUTH OF A DRIVEWAY LEADING TO A SMALL FRAME HOUSE,
 GW1991'8.53 METERS (28.0 FT) EAST OF A SIGN FOR COUNTY ROAD 692.
 GW1991'THE MARK IS 0.38 METERS  W FROM A WITNESS POST.
 GW1991'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5737 ***********************************************************************
 GV5737  DESIGNATION -  70
 GV5737  PID         -  GV5737
 GV5737  STATE/COUNTY-  VA/C OF RICHMOND
 GV5737  USGS QUAD   -  BON AIR (1994)
 GV5737
 GV5737                         *CURRENT SURVEY CONTROL
 GV5737  ___________________________________________________________________
 GV5737* NAD 83(1993)-  37 33 33.73526(N)    077 31 03.17274(W)     ADJUSTED  
 GV5737* NAVD 88     -        35.14   (+/-2cm)     115.3    (feet)  VERTCON   
 GV5737  ___________________________________________________________________
 GV5737  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5737  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GV5737
 GV5737  HORZ ORDER  -  SECOND
 GV5737  VERT ORDER  -  THIRD ? (See Below)
 GV5737
 GV5737.The horizontal coordinates were established by classical geodetic methods
 GV5737.and adjusted by the National Geodetic Survey in November 1994..
 GV5737
 GV5737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5737.The vertical order pertains to the NGVD 29 superseded value.
 GV5737
 GV5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5737
 GV5737.The geoid height was determined by GEOID03.
 GV5737
 GV5737;                    North         East     Units Scale Factor Converg.
 GV5737;SPC VA S     - 1,136,511.997 3,586,799.105   MT  0.99995099   +0 35 46.6
 GV5737;SPC VA S     - 3,728,706.44 11,767,690.06   sFT  0.99995099   +0 35 46.6
 GV5737;UTM  18      - 4,159,907.276   277,631.504   MT  1.00020911   -1 32 07.0
 GV5737
 GV5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5737!SPC VA S     -   0.99999964  x   0.99995099  =   0.99995063
 GV5737!UTM  18      -   0.99999964  x   1.00020911  =   1.00020875
 GV5737
 GV5737:                Primary Azimuth Mark                     Grid Az
 GV5737:SPC VA S     -  69                                       301 26 05.0
 GV5737:UTM  18      -  69                                       303 33 58.6
 GV5737
 GV5737|---------------------------------------------------------------------|
 GV5737| PID    Reference Object                     Distance      Geod. Az  |
 GV5737|                                                           dddmmss.s |
 GV5737| GV5754 69                                  APPROX. 0.8 KM 3020151.6 |
 GV5737| DC5526 70 RM                                17.390 METERS 32414     |
 GV5737|---------------------------------------------------------------------|
 GV5737
 GV5737                          SUPERSEDED SURVEY CONTROL
 GV5737
 GV5737  NAD 83(1986)-  37 33 33.74164(N)    077 31 03.18990(W) AD(       ) 2
 GV5737  NAD 27      -  37 33 33.21403(N)    077 31 04.24310(W) AD(       ) 2
 GV5737  NGVD 29 (07/19/86)   35.45   (m)          116.3    (f) LEVELING    3  
 GV5737
 GV5737.Superseded values are not recommended for survey control.
 GV5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5737.See file dsdata.txt to determine how the superseded data were derived.
 GV5737
 GV5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7763259907(NAD 83)
 GV5737_MARKER: Z = SEE DESCRIPTION
 GV5737_SETTING: 0 = UNSPECIFIED SETTING
 GV5737
 GV5737  HISTORY     - Date     Condition        Report By
 GV5737  HISTORY     - 1972     MONUMENTED       VA2060
 GV5737  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5737  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5737  HISTORY     - 20031118 MARK NOT FOUND   USPSQD
 GV5737  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV5737
 GV5737                          STATION DESCRIPTION
 GV5737
 GV5737'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5737'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5737'ON BELT BLVD., THENCE NORTH ON BELT BLVD. 1.70 MILES TO INTERSECTION
 GV5737'OF DOUGLASDALE RD., THENCE SOUTH ON DOUGLASDALE RD. 0.90 MILE TO
 GV5737'ONE LANE DIRT ROAD ALONG CANAL, THENCE WEST ON DIRT ROAD 0.95 MILE
 GV5737'TO WATER LOCKS, THENCE WEST ALONG RAILROAD TRACKS FROM THE SOUTH
 GV5737'END OF THE LOCKS APPROXIMATELY 2885 FEET TO POINT NO. 70.
 GV5737'
 GV5737'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP FLUSH TO GROUND.
 GV5737'
 GV5737'51.0 FEET E. OF 9TH POLE WEST OF PRIVATE BRIDGE, 13.30 FEET N. E.
 GV5737'OF CENTER WESTBOUND R. R. TRACKS, 25.3 FEET S. W. OF 10 INCHES SWEET
 GV5737'GUM TREE (TWO PULLEYS ON TREE).
 GV5737'
 GV5737'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5737'CENTER OF PIN, SET FLUSH TO GROUND.  48.1 FEET N. W. OF 10 INCHES
 GV5737'SWEET GUM TREE (TWO PULLEYS ON TREE), 57.8 FEET N. E. OF 9TH POLE
 GV5737'WEST OF PRIVATE BRIDGE, 6.53 FEET N. E. OF CENTER OF WESTBOUND
 GV5737'R. R. TRACKS.
 GV5737'
 GV5737'DISTANCE BETWEEN PT. 70 AND R. M. IS 57.06 FT., 17.390 M.
 GV5737'
 GV5737'NEAREST TOWN--RICHMOND.
 GV5737
 GV5737                          STATION RECOVERY (1995)
 GV5737
 GV5737'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5737'MARK NOT FOUND.
 GV5737
 GV5737                          STATION RECOVERY (1999)
 GV5737
 GV5737'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5737'MARK NOT FOUND.
 GV5737
 GV5737                          STATION RECOVERY (2003)
 GV5737
 GV5737'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5737'MARK NOT FOUND.
 GV5737
 GV5737                          STATION RECOVERY (2005)
 GV5737
 GV5737'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5737'SEARCHED IN AREA OF PLOTTED POSITION, NO MARKER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2069 ***********************************************************************
 GV2069  DESIGNATION -  700 C OF R
 GV2069  PID         -  GV2069
 GV2069  STATE/COUNTY-  VA/C OF RICHMOND
 GV2069  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2069
 GV2069                         *CURRENT SURVEY CONTROL
 GV2069  ___________________________________________________________________
 GV2069* NAD 83(1986)-  37 27 52.     (N)    077 29 29.     (W)     SCALED    
 GV2069* NAVD 88     -        54.561  (meters)     179.01   (feet)  ADJUSTED  
 GV2069  ___________________________________________________________________
 GV2069  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV2069  DYNAMIC HT  -          54.523 (meters)     178.88  (feet)  COMP
 GV2069  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 GV2069
 GV2069  VERT ORDER  -  SECOND    CLASS 0
 GV2069
 GV2069.The horizontal coordinates were scaled from a topographic map and have
 GV2069.an estimated accuracy of +/- 6 seconds.
 GV2069
 GV2069.The orthometric height was determined by differential leveling
 GV2069.and adjusted by the National Geodetic Survey in June 1991..
 GV2069
 GV2069.The geoid height was determined by GEOID03.
 GV2069
 GV2069.The dynamic height is computed by dividing the NAVD 88
 GV2069.geopotential number by the normal gravity value computed on the
 GV2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2069.degrees latitude (g = 980.6199 gals.).
 GV2069
 GV2069.The modeled gravity was interpolated from observed gravity values.
 GV2069
 GV2069;                    North         East    Units  Estimated Accuracy
 GV2069;SPC VA S     - 1,126,000.    3,589,220.      MT  (+/- 180 meters Scaled)
 GV2069
 GV2069                          SUPERSEDED SURVEY CONTROL
 GV2069
 GV2069  NGVD 29 (??/??/??)   54.873  (m)          180.03   (f) ADJUSTED    2 0
 GV2069
 GV2069.Superseded values are not recommended for survey control.
 GV2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2069.See file dsdata.txt to determine how the superseded data were derived.
 GV2069
 GV2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG796493(NAD 83)
 GV2069_MARKER: DD = SURVEY DISK
 GV2069_SETTING: 0 = UNSPECIFIED SETTING
 GV2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2069+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV2069
 GV2069  HISTORY     - Date     Condition        Report By
 GV2069  HISTORY     - UNK      MONUMENTED       VA2060
 GV2069  HISTORY     - 1972     GOOD             NGS
 GV2069  HISTORY     - 19951221 GOOD             USPSQD
 GV2069  HISTORY     - 19991023 GOOD             USPSQD
 GV2069  HISTORY     - 20040221 GOOD             USPSQD
 GV2069
 GV2069                          STATION DESCRIPTION
 GV2069
 GV2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2069'AT RICHMOND.
 GV2069'31.5 FEET NORTH OF THE CENTERLINE OF BIRDWOOD ROAD, 29 FEET EAST
 GV2069'OF THE CENTERLINE OF BATHGATE ROAD, 76.2 FEET SOUTHWEST OF THE
 GV2069'NORTHWEST CORNER OF A BRICK HOUSE NO. 3748 BIRDWOOD ROAD, 57
 GV2069'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 31.5
 GV2069'FEET WEST OF A FIRE HYDRANT NORTH OF BIRDWOOD ROAD.
 GV2069'A STANDARD C OF R DISK.
 GV2069
 GV2069                          STATION RECOVERY (1995)
 GV2069
 GV2069'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2069'RECOVERED IN GOOD CONDITION.
 GV2069
 GV2069                          STATION RECOVERY (1999)
 GV2069
 GV2069'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2069'RECOVERED IN GOOD CONDITION.
 GV2069
 GV2069                          STATION RECOVERY (2004)
 GV2069
 GV2069'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2071 ***********************************************************************
 GV2071  DESIGNATION -  701 C OF R
 GV2071  PID         -  GV2071
 GV2071  STATE/COUNTY-  VA/C OF RICHMOND
 GV2071  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2071
 GV2071                         *CURRENT SURVEY CONTROL
 GV2071  ___________________________________________________________________
 GV2071* NAD 83(1986)-  37 27 39.     (N)    077 29 38.     (W)     SCALED    
 GV2071* NAVD 88     -        48.469  (meters)     159.02   (feet)  ADJUSTED  
 GV2071  ___________________________________________________________________
 GV2071  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV2071  DYNAMIC HT  -          48.435 (meters)     158.91  (feet)  COMP
 GV2071  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 GV2071
 GV2071  VERT ORDER  -  SECOND    CLASS 0
 GV2071
 GV2071.The horizontal coordinates were scaled from a topographic map and have
 GV2071.an estimated accuracy of +/- 6 seconds.
 GV2071
 GV2071.The orthometric height was determined by differential leveling
 GV2071.and adjusted by the National Geodetic Survey in June 1991..
 GV2071
 GV2071.The geoid height was determined by GEOID03.
 GV2071
 GV2071.The dynamic height is computed by dividing the NAVD 88
 GV2071.geopotential number by the normal gravity value computed on the
 GV2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2071.degrees latitude (g = 980.6199 gals.).
 GV2071
 GV2071.The modeled gravity was interpolated from observed gravity values.
 GV2071
 GV2071;                    North         East    Units  Estimated Accuracy
 GV2071;SPC VA S     - 1,125,600.    3,589,010.      MT  (+/- 180 meters Scaled)
 GV2071
 GV2071                          SUPERSEDED SURVEY CONTROL
 GV2071
 GV2071  NGVD 29 (??/??/??)   48.781  (m)          160.04   (f) ADJUSTED    2 0
 GV2071
 GV2071.Superseded values are not recommended for survey control.
 GV2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2071.See file dsdata.txt to determine how the superseded data were derived.
 GV2071
 GV2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG794489(NAD 83)
 GV2071_MARKER: DD = SURVEY DISK
 GV2071_SETTING: 0 = UNSPECIFIED SETTING
 GV2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2071+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2071
 GV2071  HISTORY     - Date     Condition        Report By
 GV2071  HISTORY     - UNK      MONUMENTED       VA2060
 GV2071  HISTORY     - 1972     GOOD             NGS
 GV2071  HISTORY     - 19951221 GOOD             USPSQD
 GV2071  HISTORY     - 19991023 GOOD             USPSQD
 GV2071  HISTORY     - 20031118 GOOD             USPSQD
 GV2071
 GV2071                          STATION DESCRIPTION
 GV2071
 GV2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2071'AT RICHMOND.
 GV2071'AT THE CENTERLINE OF BEMISS ROAD PROJECTED, 16.5 FEET SOUTH OF
 GV2071'THE CENTERLINE OF BEMISS COURT, 72.5 FEET SOUTHEAST OF A FIRE
 GV2071'HYDRANT WEST OF BEMISS ROAD, 41.6 FEET SOUTHWEST OF THE EAST END
 GV2071'OF A 1 FOOT METAL CULVERT.
 GV2071'A STANDARD C OF R DISK.
 GV2071
 GV2071                          STATION RECOVERY (1995)
 GV2071
 GV2071'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2071'RECOVERED IN GOOD CONDITION.
 GV2071
 GV2071                          STATION RECOVERY (1999)
 GV2071
 GV2071'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2071'RECOVERED IN GOOD CONDITION.
 GV2071
 GV2071                          STATION RECOVERY (2003)
 GV2071
 GV2071'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2071'LID MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2073 ***********************************************************************
 GV2073  DESIGNATION -  702 C OF R
 GV2073  PID         -  GV2073
 GV2073  STATE/COUNTY-  VA/C OF RICHMOND
 GV2073  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2073
 GV2073                         *CURRENT SURVEY CONTROL
 GV2073  ___________________________________________________________________
 GV2073* NAD 83(1986)-  37 28 32.     (N)    077 29 52.     (W)     SCALED    
 GV2073* NAVD 88     -        65.713  (meters)     215.59   (feet)  ADJUSTED  
 GV2073  ___________________________________________________________________
 GV2073  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2073  DYNAMIC HT  -          65.667 (meters)     215.44  (feet)  COMP
 GV2073  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 GV2073
 GV2073  VERT ORDER  -  SECOND    CLASS 0
 GV2073
 GV2073.The horizontal coordinates were scaled from a topographic map and have
 GV2073.an estimated accuracy of +/- 6 seconds.
 GV2073
 GV2073.The orthometric height was determined by differential leveling
 GV2073.and adjusted by the National Geodetic Survey in June 1991..
 GV2073
 GV2073.The geoid height was determined by GEOID03.
 GV2073
 GV2073.The dynamic height is computed by dividing the NAVD 88
 GV2073.geopotential number by the normal gravity value computed on the
 GV2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2073.degrees latitude (g = 980.6199 gals.).
 GV2073
 GV2073.The modeled gravity was interpolated from observed gravity values.
 GV2073
 GV2073;                    North         East    Units  Estimated Accuracy
 GV2073;SPC VA S     - 1,127,230.    3,588,640.      MT  (+/- 180 meters Scaled)
 GV2073
 GV2073                          SUPERSEDED SURVEY CONTROL
 GV2073
 GV2073  NGVD 29 (??/??/??)   66.025  (m)          216.62   (f) ADJUSTED    2 0
 GV2073
 GV2073.Superseded values are not recommended for survey control.
 GV2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2073.See file dsdata.txt to determine how the superseded data were derived.
 GV2073
 GV2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG791505(NAD 83)
 GV2073_MARKER: DD = SURVEY DISK
 GV2073_SETTING: 0 = UNSPECIFIED SETTING
 GV2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2073+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2073
 GV2073  HISTORY     - Date     Condition        Report By
 GV2073  HISTORY     - UNK      MONUMENTED       VA2060
 GV2073  HISTORY     - 1972     GOOD             NGS
 GV2073  HISTORY     - 1989     GOOD             USPSQD
 GV2073  HISTORY     - 19951120 GOOD             USPSQD
 GV2073  HISTORY     - 19991023 GOOD             USPSQD
 GV2073  HISTORY     - 20031118 GOOD             USPSQD
 GV2073
 GV2073                          STATION DESCRIPTION
 GV2073
 GV2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2073'AT RICHMOND.
 GV2073'AT THE CENTERLINE OF STACIE ROAD PROJECTED, 18 FEET NORTH OF THE
 GV2073'CENTERLINE OF KENDALL ROAD, 43.5 FEET SOUTHWEST OF THE SOUTHEAST
 GV2073'CORNER OF A FRAME HOUSE NO. 5604 KENDALL ROAD, 55.5 FEET SOUTHEAST
 GV2073'OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 38 FEET WEST OF A FIRE
 GV2073'HYDRANT NORTH OF KENDALL ROAD.
 GV2073'A STANDARD C OF R DISK.
 GV2073
 GV2073                          STATION RECOVERY (1989)
 GV2073
 GV2073'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2073'RECOVERED IN GOOD CONDITION.
 GV2073
 GV2073                          STATION RECOVERY (1995)
 GV2073
 GV2073'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2073'RECOVERED IN GOOD CONDITION.
 GV2073
 GV2073                          STATION RECOVERY (1999)
 GV2073
 GV2073'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2073'RECOVERED IN GOOD CONDITION.
 GV2073
 GV2073                          STATION RECOVERY (2003)
 GV2073
 GV2073'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2073'MARK IS LOCATED AS DESCRIBED IN SAME LOCATION AS GV5616=245 C OF R
 GV2073'1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2434 ***********************************************************************
 GV2434  DESIGNATION -  703 C OF R
 GV2434  PID         -  GV2434
 GV2434  STATE/COUNTY-  VA/C OF RICHMOND
 GV2434  USGS QUAD   -  CHESTERFIELD (1994)
 GV2434
 GV2434                         *CURRENT SURVEY CONTROL
 GV2434  ___________________________________________________________________
 GV2434* NAD 83(1986)-  37 28 42.     (N)    077 30 03.     (W)     SCALED    
 GV2434* NAVD 88     -        63.105  (meters)     207.04   (feet)  ADJUSTED  
 GV2434  ___________________________________________________________________
 GV2434  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV2434  DYNAMIC HT  -          63.061 (meters)     206.89  (feet)  COMP
 GV2434  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 GV2434
 GV2434  VERT ORDER  -  SECOND    CLASS 0
 GV2434
 GV2434.The horizontal coordinates were scaled from a topographic map and have
 GV2434.an estimated accuracy of +/- 6 seconds.
 GV2434
 GV2434.The orthometric height was determined by differential leveling
 GV2434.and adjusted by the National Geodetic Survey in June 1991..
 GV2434
 GV2434.The geoid height was determined by GEOID03.
 GV2434
 GV2434.The dynamic height is computed by dividing the NAVD 88
 GV2434.geopotential number by the normal gravity value computed on the
 GV2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2434.degrees latitude (g = 980.6199 gals.).
 GV2434
 GV2434.The modeled gravity was interpolated from observed gravity values.
 GV2434
 GV2434;                    North         East    Units  Estimated Accuracy
 GV2434;SPC VA S     - 1,127,530.    3,588,370.      MT  (+/- 180 meters Scaled)
 GV2434
 GV2434                          SUPERSEDED SURVEY CONTROL
 GV2434
 GV2434  NGVD 29 (??/??/??)   63.417  (m)          208.06   (f) ADJUSTED    2 0
 GV2434
 GV2434.Superseded values are not recommended for survey control.
 GV2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2434.See file dsdata.txt to determine how the superseded data were derived.
 GV2434
 GV2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG788508(NAD 83)
 GV2434_MARKER: DD = SURVEY DISK
 GV2434_SETTING: 0 = UNSPECIFIED SETTING
 GV2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2434+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2434
 GV2434  HISTORY     - Date     Condition        Report By
 GV2434  HISTORY     - UNK      MONUMENTED       VA2060
 GV2434  HISTORY     - 1972     GOOD             NGS
 GV2434  HISTORY     - 1990     GOOD             USPSQD
 GV2434  HISTORY     - 19951120 GOOD             USPSQD
 GV2434  HISTORY     - 19991023 GOOD             USPSQD
 GV2434  HISTORY     - 20031108 GOOD             USPSQD
 GV2434
 GV2434                          STATION DESCRIPTION
 GV2434
 GV2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2434'AT RICHMOND.
 GV2434'16.5 FEET SOUTHWEST OF THE CENTERLINE OF SNEAD ROAD, 23 FEET
 GV2434'NORTHEAST OF THE CENTERLINE OF HUTH ROAD, 55 FEET NORTHWEST OF
 GV2434'THE NORTHWEST CORNER OF A FRAME HOUSE NO. 5747 SNEAD ROAD, 5.5
 GV2434'FEET EAST OF VEPCO POLE NO. 8143A, 29.5 FEET SOUTHEAST OF A SEWER
 GV2434'MANHOLE.
 GV2434
 GV2434                          STATION RECOVERY (1990)
 GV2434
 GV2434'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2434'RECOVERED IN GOOD CONDITION.
 GV2434
 GV2434                          STATION RECOVERY (1995)
 GV2434
 GV2434'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2434'RECOVERED IN GOOD CONDITION.
 GV2434
 GV2434                          STATION RECOVERY (1999)
 GV2434
 GV2434'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2434'RECOVERED IN GOOD CONDITION.
 GV2434
 GV2434                          STATION RECOVERY (2003)
 GV2434
 GV2434'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0823 ***********************************************************************
 HW0823  DESIGNATION -  703 VAGS
 HW0823  PID         -  HW0823
 HW0823  STATE/COUNTY-  VA/ROCKINGHAM
 HW0823  USGS QUAD   -  BRIDGEWATER (1989)
 HW0823
 HW0823                         *CURRENT SURVEY CONTROL
 HW0823  ___________________________________________________________________
 HW0823* NAD 83(1986)-  38 24 25.     (N)    078 54 26.     (W)     SCALED    
 HW0823* NAVD 88     -       389.905  (meters)    1279.21   (feet)  ADJUSTED  
 HW0823  ___________________________________________________________________
 HW0823  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HW0823  DYNAMIC HT  -         389.619 (meters)    1278.28  (feet)  COMP
 HW0823  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 HW0823
 HW0823  VERT ORDER  -  SECOND    CLASS 0
 HW0823
 HW0823.The horizontal coordinates were scaled from a topographic map and have
 HW0823.an estimated accuracy of +/- 6 seconds.
 HW0823
 HW0823.The orthometric height was determined by differential leveling
 HW0823.and adjusted by the National Geodetic Survey in June 1991..
 HW0823
 HW0823.The geoid height was determined by GEOID03.
 HW0823
 HW0823.The dynamic height is computed by dividing the NAVD 88
 HW0823.geopotential number by the normal gravity value computed on the
 HW0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0823.degrees latitude (g = 980.6199 gals.).
 HW0823
 HW0823.The modeled gravity was interpolated from observed gravity values.
 HW0823
 HW0823;                    North         East    Units  Estimated Accuracy
 HW0823;SPC VA N     - 2,082,250.    3,464,430.      MT  (+/- 180 meters Scaled)
 HW0823
 HW0823                          SUPERSEDED SURVEY CONTROL
 HW0823
 HW0823  NGVD 29 (??/??/92)  390.039  (m)         1279.65   (f) ADJ UNCH    2 0
 HW0823
 HW0823.Superseded values are not recommended for survey control.
 HW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0823.See file dsdata.txt to determine how the superseded data were derived.
 HW0823
 HW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC827530(NAD 83)
 HW0823_MARKER: DB = BENCH MARK DISK
 HW0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0823_STAMPING: 703 1934
 HW0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0823+STABILITY: SURFACE MOTION
 HW0823
 HW0823  HISTORY     - Date     Condition        Report By
 HW0823  HISTORY     - 1934     MONUMENTED       VAGS
 HW0823  HISTORY     - 1958     GOOD             NGS
 HW0823  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0823  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0823  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 HW0823
 HW0823                          STATION DESCRIPTION
 HW0823
 HW0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0823'3.7 MI S FROM HARRISONBURG.
 HW0823'3.7 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0823'HARRISONBURG, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF
 HW0823'COUNTY ROAD NO. 679 LEADING EAST, NEAR THE TOP OF A SMALL CUT,
 HW0823'42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 HW0823'NORTHWEST OF POWER LINE POLE NO. HPV 34, 2 FEET SOUTHEAST OF A
 HW0823'FENCE LINE, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 HW0823'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 HW0823'GROUND.
 HW0823
 HW0823                          STATION RECOVERY (1968)
 HW0823
 HW0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0823'MARK NOT FOUND.
 HW0823
 HW0823                          STATION RECOVERY (1984)
 HW0823
 HW0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0823'SEARCHED FOR NOT RECOVERED.
 HW0823
 HW0823                          STATION RECOVERY (1997)
 HW0823
 HW0823'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2074 ***********************************************************************
 GV2074  DESIGNATION -  704 C OF R
 GV2074  PID         -  GV2074
 GV2074  STATE/COUNTY-  VA/C OF RICHMOND
 GV2074  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2074
 GV2074                         *CURRENT SURVEY CONTROL
 GV2074  ___________________________________________________________________
 GV2074* NAD 83(1986)-  37 28 34.     (N)    077 29 30.     (W)     SCALED    
 GV2074* NAVD 88     -        64.796  (meters)     212.58   (feet)  ADJUSTED  
 GV2074  ___________________________________________________________________
 GV2074  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV2074  DYNAMIC HT  -          64.751 (meters)     212.44  (feet)  COMP
 GV2074  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 GV2074
 GV2074  VERT ORDER  -  SECOND    CLASS 0
 GV2074
 GV2074.The horizontal coordinates were scaled from a topographic map and have
 GV2074.an estimated accuracy of +/- 6 seconds.
 GV2074
 GV2074.The orthometric height was determined by differential leveling
 GV2074.and adjusted by the National Geodetic Survey in June 1991..
 GV2074
 GV2074.The geoid height was determined by GEOID03.
 GV2074
 GV2074.The dynamic height is computed by dividing the NAVD 88
 GV2074.geopotential number by the normal gravity value computed on the
 GV2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2074.degrees latitude (g = 980.6199 gals.).
 GV2074
 GV2074.The modeled gravity was interpolated from observed gravity values.
 GV2074
 GV2074;                    North         East    Units  Estimated Accuracy
 GV2074;SPC VA S     - 1,127,300.    3,589,180.      MT  (+/- 180 meters Scaled)
 GV2074
 GV2074                          SUPERSEDED SURVEY CONTROL
 GV2074
 GV2074  NGVD 29 (??/??/??)   65.109  (m)          213.61   (f) ADJUSTED    2 0
 GV2074
 GV2074.Superseded values are not recommended for survey control.
 GV2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2074.See file dsdata.txt to determine how the superseded data were derived.
 GV2074
 GV2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG796506(NAD 83)
 GV2074_MARKER: DD = SURVEY DISK
 GV2074_SETTING: 0 = UNSPECIFIED SETTING
 GV2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2074+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2074
 GV2074  HISTORY     - Date     Condition        Report By
 GV2074  HISTORY     - UNK      MONUMENTED       VA2060
 GV2074  HISTORY     - 1972     GOOD             NGS
 GV2074  HISTORY     - 1989     GOOD             USPSQD
 GV2074  HISTORY     - 19951120 GOOD             USPSQD
 GV2074  HISTORY     - 19991023 GOOD             USPSQD
 GV2074  HISTORY     - 20031118 GOOD             USPSQD
 GV2074
 GV2074                          STATION DESCRIPTION
 GV2074
 GV2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2074'AT RICHMOND.
 GV2074'17.5 FEET NORTH OF THE CENTERLINE OF SNEAD ROAD, 21 FEET WEST OF
 GV2074'THE CENTERLINE OF PAUL LANE, 43.5 FEET SOUTH OF VEPCO POLE NO.
 GV2074'EM79, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO-STORY
 GV2074'FRAME HOUSE NO. 5300 SNEAD ROAD, 81.5 FEET SOUTHEAST OF THE SOUTHWEST
 GV2074'CORNER OF THE SAME HOUSE.
 GV2074'A STANDARD C OF R DISK.
 GV2074
 GV2074                          STATION RECOVERY (1989)
 GV2074
 GV2074'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2074'RECOVERED IN GOOD CONDITION.
 GV2074
 GV2074                          STATION RECOVERY (1995)
 GV2074
 GV2074'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2074'RECOVERED IN GOOD CONDITION.
 GV2074
 GV2074                          STATION RECOVERY (1999)
 GV2074
 GV2074'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2074'RECOVERED IN GOOD CONDITION.
 GV2074
 GV2074                          STATION RECOVERY (2003)
 GV2074
 GV2074'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2075 ***********************************************************************
 GV2075  DESIGNATION -  705 C OF R
 GV2075  PID         -  GV2075
 GV2075  STATE/COUNTY-  VA/C OF RICHMOND
 GV2075  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2075
 GV2075                         *CURRENT SURVEY CONTROL
 GV2075  ___________________________________________________________________
 GV2075* NAD 83(1986)-  37 28 45.     (N)    077 29 37.     (W)     SCALED    
 GV2075* NAVD 88     -        61.978  (meters)     203.34   (feet)  ADJUSTED  
 GV2075  ___________________________________________________________________
 GV2075  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV2075  DYNAMIC HT  -          61.935 (meters)     203.20  (feet)  COMP
 GV2075  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 GV2075
 GV2075  VERT ORDER  -  SECOND    CLASS 0
 GV2075
 GV2075.The horizontal coordinates were scaled from a topographic map and have
 GV2075.an estimated accuracy of +/- 6 seconds.
 GV2075
 GV2075.The orthometric height was determined by differential leveling
 GV2075.and adjusted by the National Geodetic Survey in June 1991..
 GV2075
 GV2075.The geoid height was determined by GEOID03.
 GV2075
 GV2075.The dynamic height is computed by dividing the NAVD 88
 GV2075.geopotential number by the normal gravity value computed on the
 GV2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2075.degrees latitude (g = 980.6199 gals.).
 GV2075
 GV2075.The modeled gravity was interpolated from observed gravity values.
 GV2075
 GV2075;                    North         East    Units  Estimated Accuracy
 GV2075;SPC VA S     - 1,127,630.    3,589,010.      MT  (+/- 180 meters Scaled)
 GV2075
 GV2075                          SUPERSEDED SURVEY CONTROL
 GV2075
 GV2075  NGVD 29 (??/??/??)   62.291  (m)          204.37   (f) ADJUSTED    2 0
 GV2075
 GV2075.Superseded values are not recommended for survey control.
 GV2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2075.See file dsdata.txt to determine how the superseded data were derived.
 GV2075
 GV2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG795509(NAD 83)
 GV2075_MARKER: DD = SURVEY DISK
 GV2075_SETTING: 0 = UNSPECIFIED SETTING
 GV2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2075+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2075
 GV2075  HISTORY     - Date     Condition        Report By
 GV2075  HISTORY     - UNK      MONUMENTED       VA2060
 GV2075  HISTORY     - 1972     GOOD             NGS
 GV2075  HISTORY     - 19951120 GOOD             USPSQD
 GV2075  HISTORY     - 19991023 GOOD             USPSQD
 GV2075  HISTORY     - 20031118 GOOD             USPSQD
 GV2075
 GV2075                          STATION DESCRIPTION
 GV2075
 GV2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2075'AT RICHMOND.
 GV2075'25 FEET NORTHWEST OF THE CENTERLINE OF BRINKWOOD DRIVE, 26 FEET
 GV2075'NORTHEAST OF THE CENTERLINE OF BRINKWOOD COURT, 70 FEET SOUTHWEST
 GV2075'OF THE SOUTHWEST CORNER OF A BRICK HOUSE NO. 5400 BRINKWOOD COURT,
 GV2075'77 FEET SOUTH OF THE NORTHWEST CORNER OF THE SAME HOUSE.
 GV2075'A STANDARD C OF R DISK.
 GV2075
 GV2075                          STATION RECOVERY (1995)
 GV2075
 GV2075'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2075'RECOVERED IN GOOD CONDITION.
 GV2075
 GV2075                          STATION RECOVERY (1999)
 GV2075
 GV2075'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2075'RECOVERED IN GOOD CONDITION.
 GV2075
 GV2075                          STATION RECOVERY (2003)
 GV2075
 GV2075'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0825 ***********************************************************************
 HW0825  DESIGNATION -  705 VAGS
 HW0825  PID         -  HW0825
 HW0825  STATE/COUNTY-  VA/ROCKINGHAM
 HW0825  USGS QUAD   -  BRIDGEWATER (1989)
 HW0825
 HW0825                         *CURRENT SURVEY CONTROL
 HW0825  ___________________________________________________________________
 HW0825* NAD 83(1986)-  38 22 47.     (N)    078 55 44.     (W)     SCALED    
 HW0825* NAVD 88     -       365.208  (meters)    1198.19   (feet)  ADJUSTED  
 HW0825  ___________________________________________________________________
 HW0825  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0825  DYNAMIC HT  -         364.940 (meters)    1197.31  (feet)  COMP
 HW0825  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 HW0825
 HW0825  VERT ORDER  -  FIRST     CLASS II
 HW0825
 HW0825.The horizontal coordinates were scaled from a topographic map and have
 HW0825.an estimated accuracy of +/- 6 seconds.
 HW0825
 HW0825.The orthometric height was determined by differential leveling
 HW0825.and adjusted by the National Geodetic Survey in June 1991..
 HW0825.WARNING-Repeat measurements at this control monument indicate possible
 HW0825.vertical movement.
 HW0825
 HW0825.The geoid height was determined by GEOID03.
 HW0825
 HW0825.The dynamic height is computed by dividing the NAVD 88
 HW0825.geopotential number by the normal gravity value computed on the
 HW0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0825.degrees latitude (g = 980.6199 gals.).
 HW0825
 HW0825.The modeled gravity was interpolated from observed gravity values.
 HW0825
 HW0825;                    North         East    Units  Estimated Accuracy
 HW0825;SPC VA N     - 2,079,240.    3,462,530.      MT  (+/- 180 meters Scaled)
 HW0825
 HW0825                          SUPERSEDED SURVEY CONTROL
 HW0825
 HW0825  NGVD 29 (??/??/92)  365.353  (m)         1198.66   (f) ADJ UNCH    1 2
 HW0825
 HW0825.Superseded values are not recommended for survey control.
 HW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0825.See file dsdata.txt to determine how the superseded data were derived.
 HW0825
 HW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC809499(NAD 83)
 HW0825_MARKER: DB = BENCH MARK DISK
 HW0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0825_STAMPING: 705 1934
 HW0825_MARK LOGO: CGS+SS
 HW0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0825+STABILITY: SURFACE MOTION
 HW0825
 HW0825  HISTORY     - Date     Condition        Report By
 HW0825  HISTORY     - 1934     MONUMENTED       VAGS
 HW0825  HISTORY     - 1958     GOOD             NGS
 HW0825  HISTORY     - 1968     GOOD             NGS
 HW0825  HISTORY     - 1984     GOOD             NGS
 HW0825  HISTORY     - 19970306 GOOD             USPSQD
 HW0825
 HW0825                          STATION DESCRIPTION
 HW0825
 HW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0825'1.8 MI N FROM MT CRAWFORD.
 HW0825'1.8 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0825'MT. CRAWFORD, ABOUT 6.0 MILES SOUTH OF THE POST OFFICE AT
 HW0825'HARRISONBURG, NEAR THE SUMMIT OF A GRADE, NEAR THE JUNCTION OF
 HW0825'COUNTY ROAD NO. 704 LEADING SOUTHEAST, IN LINE WITH THE EXTENDED
 HW0825'CENTER LINE OF THE COUNTY ROAD, 33 FEET NORTHWEST OF THE CENTER
 HW0825'LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 11, 12 FEET EAST
 HW0825'OF POWER LINE POLE NO. DE 5, 7 FEET NORTH OF A 24-INCH ELM TREE,
 HW0825'3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HW0825'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 HW0825
 HW0825                          STATION RECOVERY (1968)
 HW0825
 HW0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0825'RECOVERED IN GOOD CONDITION.
 HW0825
 HW0825                          STATION RECOVERY (1984)
 HW0825
 HW0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0825'RECOVERED IN GOOD CONDITION.
 HW0825
 HW0825                          STATION RECOVERY (1997)
 HW0825
 HW0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2435 ***********************************************************************
 GV2435  DESIGNATION -  706 C OF R
 GV2435  PID         -  GV2435
 GV2435  STATE/COUNTY-  VA/C OF RICHMOND
 GV2435  USGS QUAD   -  CHESTERFIELD (1994)
 GV2435
 GV2435                         *CURRENT SURVEY CONTROL
 GV2435  ___________________________________________________________________
 GV2435* NAD 83(1986)-  37 28 29.     (N)    077 30 12.     (W)     SCALED    
 GV2435* NAVD 88     -        61.604  (meters)     202.11   (feet)  ADJUSTED  
 GV2435  ___________________________________________________________________
 GV2435  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV2435  DYNAMIC HT  -          61.561 (meters)     201.97  (feet)  COMP
 GV2435  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 GV2435
 GV2435  VERT ORDER  -  SECOND    CLASS 0
 GV2435
 GV2435.The horizontal coordinates were scaled from a topographic map and have
 GV2435.an estimated accuracy of +/- 6 seconds.
 GV2435
 GV2435.The orthometric height was determined by differential leveling
 GV2435.and adjusted by the National Geodetic Survey in June 1991..
 GV2435
 GV2435.The geoid height was determined by GEOID03.
 GV2435
 GV2435.The dynamic height is computed by dividing the NAVD 88
 GV2435.geopotential number by the normal gravity value computed on the
 GV2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2435.degrees latitude (g = 980.6199 gals.).
 GV2435
 GV2435.The modeled gravity was interpolated from observed gravity values.
 GV2435
 GV2435;                    North         East    Units  Estimated Accuracy
 GV2435;SPC VA S     - 1,127,130.    3,588,150.      MT  (+/- 180 meters Scaled)
 GV2435
 GV2435                          SUPERSEDED SURVEY CONTROL
 GV2435
 GV2435  NGVD 29 (??/??/??)   61.916  (m)          203.14   (f) ADJUSTED    2 0
 GV2435
 GV2435.Superseded values are not recommended for survey control.
 GV2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2435.See file dsdata.txt to determine how the superseded data were derived.
 GV2435
 GV2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG786504(NAD 83)
 GV2435_MARKER: DD = SURVEY DISK
 GV2435_SETTING: 0 = UNSPECIFIED SETTING
 GV2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2435+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2435
 GV2435  HISTORY     - Date     Condition        Report By
 GV2435  HISTORY     - UNK      MONUMENTED       VA2060
 GV2435  HISTORY     - 1972     GOOD             NGS
 GV2435  HISTORY     - 1990     GOOD             USPSQD
 GV2435  HISTORY     - 19951120 GOOD             USPSQD
 GV2435  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV2435  HISTORY     - 20031108 GOOD             USPSQD
 GV2435
 GV2435                          STATION DESCRIPTION
 GV2435
 GV2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2435'AT RICHMOND.
 GV2435'25 FEET WEST OF THE CENTERLINE OF HEY ROAD, 38 FEET NORTHEAST
 GV2435'OF THE EAST END OF THE CURB AT THE CENTERLINE OF FAWNBROOK
 GV2435'BOULEVARD, 35 FEET SOUTHWEST OF A TELEPHONE POLE NO. 8150E, 24.5
 GV2435'FEET SOUTHWEST OF A SEWER MANHOLE.
 GV2435
 GV2435                          STATION RECOVERY (1990)
 GV2435
 GV2435'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2435'RECOVERED IN GOOD CONDITION.
 GV2435
 GV2435                          STATION RECOVERY (1995)
 GV2435
 GV2435'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2435'RECOVERED IN GOOD CONDITION.
 GV2435
 GV2435                          STATION RECOVERY (1999)
 GV2435
 GV2435'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2435'MARK NOT FOUND.
 GV2435
 GV2435                          STATION RECOVERY (2003)
 GV2435
 GV2435'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2433 ***********************************************************************
 GV2433  DESIGNATION -  707 C OF R
 GV2433  PID         -  GV2433
 GV2433  STATE/COUNTY-  VA/C OF RICHMOND
 GV2433  USGS QUAD   -  CHESTERFIELD (1994)
 GV2433
 GV2433                         *CURRENT SURVEY CONTROL
 GV2433  ___________________________________________________________________
 GV2433* NAD 83(1986)-  37 28 36.     (N)    077 30 38.     (W)     SCALED    
 GV2433* NAVD 88     -        54.770  (meters)     179.69   (feet)  ADJUSTED  
 GV2433  ___________________________________________________________________
 GV2433  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV2433  DYNAMIC HT  -          54.732 (meters)     179.57  (feet)  COMP
 GV2433  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 GV2433
 GV2433  VERT ORDER  -  SECOND    CLASS 0
 GV2433
 GV2433.The horizontal coordinates were scaled from a topographic map and have
 GV2433.an estimated accuracy of +/- 6 seconds.
 GV2433
 GV2433.The orthometric height was determined by differential leveling
 GV2433.and adjusted by the National Geodetic Survey in June 1991..
 GV2433
 GV2433.The geoid height was determined by GEOID03.
 GV2433
 GV2433.The dynamic height is computed by dividing the NAVD 88
 GV2433.geopotential number by the normal gravity value computed on the
 GV2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2433.degrees latitude (g = 980.6199 gals.).
 GV2433
 GV2433.The modeled gravity was interpolated from observed gravity values.
 GV2433
 GV2433;                    North         East    Units  Estimated Accuracy
 GV2433;SPC VA S     - 1,127,340.    3,587,510.      MT  (+/- 180 meters Scaled)
 GV2433
 GV2433                          SUPERSEDED SURVEY CONTROL
 GV2433
 GV2433  NGVD 29 (??/??/??)   55.083  (m)          180.72   (f) ADJUSTED    2 0
 GV2433
 GV2433.Superseded values are not recommended for survey control.
 GV2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2433.See file dsdata.txt to determine how the superseded data were derived.
 GV2433
 GV2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780507(NAD 83)
 GV2433_MARKER: DD = SURVEY DISK
 GV2433_SETTING: 0 = UNSPECIFIED SETTING
 GV2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2433+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 GV2433
 GV2433  HISTORY     - Date     Condition        Report By
 GV2433  HISTORY     - UNK      MONUMENTED       VA2060
 GV2433  HISTORY     - 1972     GOOD             NGS
 GV2433  HISTORY     - 1990     GOOD             USPSQD
 GV2433  HISTORY     - 19951028 GOOD             USPSQD
 GV2433  HISTORY     - 19991023 GOOD             USPSQD
 GV2433  HISTORY     - 20031108 GOOD             USPSQD
 GV2433
 GV2433                          STATION DESCRIPTION
 GV2433
 GV2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2433'AT RICHMOND.
 GV2433'24 FEET NORTHWEST OF THE CENTERLINE OF SHADYBROOK LANE, 23 FEET
 GV2433'NORTHEAST OF THE CENTERLINE OF KIRBY DRIVE, 60.5 FEET SOUTH OF
 GV2433'THE SOUTHWEST CORNER OF A BRICK HOUSE NO. 2247 KIRBY DRIVE, 73.4
 GV2433'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME HOUSE, 54.3
 GV2433'FEET NORTHWEST OF VEPCO POLE NO. SN33.
 GV2433
 GV2433                          STATION RECOVERY (1990)
 GV2433
 GV2433'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2433'RECOVERED IN GOOD CONDITION.
 GV2433
 GV2433                          STATION RECOVERY (1995)
 GV2433
 GV2433'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2433'RECOVERED IN GOOD CONDITION.
 GV2433
 GV2433                          STATION RECOVERY (1999)
 GV2433
 GV2433'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2433'RECOVERED IN GOOD CONDITION.
 GV2433
 GV2433                          STATION RECOVERY (2003)
 GV2433
 GV2433'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0708 ***********************************************************************
 FY0708  DESIGNATION -  707.6
 FY0708  PID         -  FY0708
 FY0708  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0708  USGS QUAD   -  CHATHAM (1994)
 FY0708
 FY0708                         *CURRENT SURVEY CONTROL
 FY0708  ___________________________________________________________________
 FY0708* NAD 83(1986)-  36 50 19.     (N)    079 24 37.     (W)     SCALED    
 FY0708* NAVD 88     -       215.314  (meters)     706.41   (feet)  ADJUSTED  
 FY0708  ___________________________________________________________________
 FY0708  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY0708  DYNAMIC HT  -         215.141 (meters)     705.84  (feet)  COMP
 FY0708  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 FY0708
 FY0708  VERT ORDER  -  FIRST     CLASS II
 FY0708
 FY0708.The horizontal coordinates were scaled from a topographic map and have
 FY0708.an estimated accuracy of +/- 6 seconds.
 FY0708
 FY0708.The orthometric height was determined by differential leveling
 FY0708.and adjusted by the National Geodetic Survey in June 1991..
 FY0708
 FY0708.The geoid height was determined by GEOID03.
 FY0708
 FY0708.The dynamic height is computed by dividing the NAVD 88
 FY0708.geopotential number by the normal gravity value computed on the
 FY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0708.degrees latitude (g = 980.6199 gals.).
 FY0708
 FY0708.The modeled gravity was interpolated from observed gravity values.
 FY0708
 FY0708;                    North         East    Units  Estimated Accuracy
 FY0708;SPC VA S     - 1,056,460.    3,418,810.      MT  (+/- 180 meters Scaled)
 FY0708
 FY0708                          SUPERSEDED SURVEY CONTROL
 FY0708
 FY0708  NGVD 29 (??/??/92)  215.545  (m)          707.17   (f) ADJ UNCH    1 2
 FY0708
 FY0708.Superseded values are not recommended for survey control.
 FY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0708.See file dsdata.txt to determine how the superseded data were derived.
 FY0708
 FY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA417781(NAD 83)
 FY0708_MARKER: Q = CHISELED SQUARE
 FY0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0708_SP_SET: BRIDGE
 FY0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0708
 FY0708  HISTORY     - Date     Condition        Report By
 FY0708  HISTORY     - UNK      MONUMENTED       USGS
 FY0708  HISTORY     - 1932     GOOD             NGS
 FY0708  HISTORY     - 1935     GOOD             NGS
 FY0708
 FY0708                          STATION DESCRIPTION
 FY0708
 FY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0708'1.4 MI N FROM CHATHAM.
 FY0708'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM CHATHAM,
 FY0708'PITTSYLVANIA COUNTY, ABOUT 820 FEET NORTH OF MILEPOST 217, AT A
 FY0708'CONCRETE BRIDGE OVER A HIGHWAY, ON THE CENTER OF THE TOP OF THE
 FY0708'WEST COPING, 9 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND MAIN
 FY0708'TRACK, AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 FY0708'CHISELED SQUARE.
 FY0708
 FY0708                          STATION RECOVERY (1935)
 FY0708
 FY0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2077 ***********************************************************************
 GV2077  DESIGNATION -  708 C OF R
 GV2077  PID         -  GV2077
 GV2077  STATE/COUNTY-  VA/C OF RICHMOND
 GV2077  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2077
 GV2077                         *CURRENT SURVEY CONTROL
 GV2077  ___________________________________________________________________
 GV2077* NAD 83(1986)-  37 29 01.     (N)    077 29 42.     (W)     SCALED    
 GV2077* NAVD 88     -        62.456  (meters)     204.91   (feet)  ADJUSTED  
 GV2077  ___________________________________________________________________
 GV2077  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV2077  DYNAMIC HT  -          62.412 (meters)     204.76  (feet)  COMP
 GV2077  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 GV2077
 GV2077  VERT ORDER  -  SECOND    CLASS 0
 GV2077
 GV2077.The horizontal coordinates were scaled from a topographic map and have
 GV2077.an estimated accuracy of +/- 6 seconds.
 GV2077
 GV2077.The orthometric height was determined by differential leveling
 GV2077.and adjusted by the National Geodetic Survey in June 1991..
 GV2077
 GV2077.The geoid height was determined by GEOID03.
 GV2077
 GV2077.The dynamic height is computed by dividing the NAVD 88
 GV2077.geopotential number by the normal gravity value computed on the
 GV2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2077.degrees latitude (g = 980.6199 gals.).
 GV2077
 GV2077.The modeled gravity was interpolated from observed gravity values.
 GV2077
 GV2077;                    North         East    Units  Estimated Accuracy
 GV2077;SPC VA S     - 1,128,130.    3,588,880.      MT  (+/- 180 meters Scaled)
 GV2077
 GV2077                          SUPERSEDED SURVEY CONTROL
 GV2077
 GV2077  NGVD 29 (??/??/??)   62.769  (m)          205.93   (f) ADJUSTED    2 0
 GV2077
 GV2077.Superseded values are not recommended for survey control.
 GV2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2077.See file dsdata.txt to determine how the superseded data were derived.
 GV2077
 GV2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG794514(NAD 83)
 GV2077_MARKER: DD = SURVEY DISK
 GV2077_SETTING: 0 = UNSPECIFIED SETTING
 GV2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2077+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 GV2077
 GV2077  HISTORY     - Date     Condition        Report By
 GV2077  HISTORY     - UNK      MONUMENTED       VA2060
 GV2077  HISTORY     - 1972     GOOD             NGS
 GV2077  HISTORY     - 1989     GOOD             USPSQD
 GV2077  HISTORY     - 19951120 GOOD             USPSQD
 GV2077  HISTORY     - 19991023 GOOD             USPSQD
 GV2077  HISTORY     - 20031118 GOOD             USPSQD
 GV2077
 GV2077                          STATION DESCRIPTION
 GV2077
 GV2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2077'AT RICHMOND.
 GV2077'23 FEET NORTHEAST OF THE CENTERLINE OF HEYWOOD ROAD, 27 FEET
 GV2077'NORTHWEST OF THE CENTERLINE OF CLEARFIELD STREET, 40 FEET SOUTHWEST
 GV2077'OF THE SOUTHEAST CORNER OF A BRICK HOUSE NO. 5600 HEYWOOD ROAD,
 GV2077'64 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 34
 GV2077'FEET NORTH OF A SEWER MANHOLE.
 GV2077'A STANDARD C OF R DISK.
 GV2077
 GV2077                          STATION RECOVERY (1989)
 GV2077
 GV2077'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 GV2077'RECOVERED IN GOOD CONDITION.
 GV2077
 GV2077                          STATION RECOVERY (1995)
 GV2077
 GV2077'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2077'RECOVERED IN GOOD CONDITION.
 GV2077
 GV2077                          STATION RECOVERY (1999)
 GV2077
 GV2077'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2077'RECOVERED IN GOOD CONDITION.
 GV2077
 GV2077                          STATION RECOVERY (2003)
 GV2077
 GV2077'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0805 ***********************************************************************
 FX0805  DESIGNATION -  71
 FX0805  PID         -  FX0805
 FX0805  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0805  USGS QUAD   -  ZUNI (1990)
 FX0805
 FX0805                         *CURRENT SURVEY CONTROL
 FX0805  ___________________________________________________________________
 FX0805* NAD 83(1986)-  36 50 22.     (N)    076 47 35.     (W)     SCALED    
 FX0805* NAVD 88     -        21.393  (meters)      70.19   (feet)  POSTED    
 FX0805  ___________________________________________________________________
 FX0805  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 FX0805  DYNAMIC HT  -          21.380 (meters)      70.14  (feet)  COMP
 FX0805  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 FX0805
 FX0805  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0805
 FX0805.The horizontal coordinates were scaled from a topographic map and have
 FX0805.an estimated accuracy of +/- 6 seconds.
 FX0805
 FX0805.The orthometric height was determined by differential leveling
 FX0805.and adjusted by the National Geodetic Survey in 1992..
 FX0805.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0805.rate of 1.1 thru 2.0 mm/km.
 FX0805
 FX0805.The geoid height was determined by GEOID03.
 FX0805
 FX0805.The dynamic height is computed by dividing the NAVD 88
 FX0805.geopotential number by the normal gravity value computed on the
 FX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0805.degrees latitude (g = 980.6199 gals.).
 FX0805
 FX0805.The modeled gravity was interpolated from observed gravity values.
 FX0805
 FX0805;                    North         East    Units  Estimated Accuracy
 FX0805;SPC VA S     - 1,057,540.    3,652,250.      MT  (+/- 180 meters Scaled)
 FX0805
 FX0805                          SUPERSEDED SURVEY CONTROL
 FX0805
 FX0805  NGVD 29 (??/??/92)   21.797  (m)           71.51   (f) ADJ UNCH    1 2
 FX0805
 FX0805.Superseded values are not recommended for survey control.
 FX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0805.See file dsdata.txt to determine how the superseded data were derived.
 FX0805
 FX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF401785(NAD 83)
 FX0805_MARKER: DD = SURVEY DISK
 FX0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0805_SP_SET: LADDER FOUNDATION
 FX0805_STAMPING: 71.522 1918
 FX0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0805
 FX0805  HISTORY     - Date     Condition        Report By
 FX0805  HISTORY     - 1918     MONUMENTED       USGS
 FX0805  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX0805  HISTORY     - 1970     MARK NOT FOUND   USGS
 FX0805
 FX0805                          STATION DESCRIPTION
 FX0805
 FX0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0805'2.7 MI SE FROM ZUNI.
 FX0805'1.7 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FX0805'THE STATION AT DWIGHT, ISLE OF WIGHT COUNTY, 0.3 MILE SOUTHEAST
 FX0805'OF MILEPOST 38, ON THE NORTHEAST SIDE OF THE TRACK, AT SEMAPHORE
 FX0805'377, AND IN THE TOP OF THE FOUNDATION OF THE LADDER.  A UNITED
 FX0805'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 71.522 1918.
 FX0805'SEMAPHORE NO. 377 WAS FOUND BUT THERE WAS NO DISK IN THE LADDER
 FX0805'FOUNDATION.  APPARENTLY THE OLD SEMAPHORE WAS TORN DOWN AND
 FX0805'A NEW ONE BUILT AT THE APPROXIMATE LOCATION.
 FX0805
 FX0805                          STATION RECOVERY (1970)
 FX0805
 FX0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FX0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5735 ***********************************************************************
 GV5735  DESIGNATION -  71
 GV5735  PID         -  GV5735
 GV5735  STATE/COUNTY-  VA/C OF RICHMOND
 GV5735  USGS QUAD   -  BON AIR (1994)
 GV5735
 GV5735                         *CURRENT SURVEY CONTROL
 GV5735  ___________________________________________________________________
 GV5735* NAD 83(1993)-  37 33 14.01045(N)    077 30 56.22381(W)     ADJUSTED  
 GV5735* NAVD 88     -        34.98   (+/-2cm)     114.8    (feet)  VERTCON   
 GV5735  ___________________________________________________________________
 GV5735  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GV5735  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV5735
 GV5735  HORZ ORDER  -  SECOND
 GV5735  VERT ORDER  -  THIRD ? (See Below)
 GV5735
 GV5735.The horizontal coordinates were established by classical geodetic methods
 GV5735.and adjusted by the National Geodetic Survey in November 1994..
 GV5735
 GV5735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5735.The vertical order pertains to the NGVD 29 superseded value.
 GV5735
 GV5735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5735
 GV5735.The geoid height was determined by GEOID03.
 GV5735
 GV5735;                    North         East     Units Scale Factor Converg.
 GV5735;SPC VA S     - 1,135,905.720 3,586,975.977   MT  0.99995068   +0 35 50.8
 GV5735;SPC VA S     - 3,726,717.35 11,768,270.35   sFT  0.99995068   +0 35 50.8
 GV5735;UTM  18      - 4,159,294.683   277,785.744   MT  1.00020827   -1 32 02.1
 GV5735
 GV5735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5735!SPC VA S     -   0.99999967  x   0.99995068  =   0.99995035
 GV5735!UTM  18      -   0.99999967  x   1.00020827  =   1.00020794
 GV5735
 GV5735|---------------------------------------------------------------------|
 GV5735| PID    Reference Object                     Distance      Geod. Az  |
 GV5735|                                                           dddmmss.s |
 GV5735| GV5731 72                                  246.679 METERS 13836     |
 GV5735| DC5527 71 RM                                15.136 METERS 14836     |
 GV5735| GV5737 70                                  APPROX. 0.6 KM 3442001.2 |
 GV5735|---------------------------------------------------------------------|
 GV5735
 GV5735                          SUPERSEDED SURVEY CONTROL
 GV5735
 GV5735  NAD 83(1986)-  37 33 14.01685(N)    077 30 56.24092(W) AD(       ) 2
 GV5735  NAD 27      -  37 33 13.48896(N)    077 30 57.29401(W) AD(       ) 2
 GV5735  NGVD 29 (07/19/86)   35.29   (m)          115.8    (f) LEVELING    3  
 GV5735
 GV5735.Superseded values are not recommended for survey control.
 GV5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5735.See file dsdata.txt to determine how the superseded data were derived.
 GV5735
 GV5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7778659295(NAD 83)
 GV5735_MARKER: Z = SEE DESCRIPTION
 GV5735_SETTING: 0 = UNSPECIFIED SETTING
 GV5735
 GV5735  HISTORY     - Date     Condition        Report By
 GV5735  HISTORY     - 1972     MONUMENTED       VA2060
 GV5735  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5735  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5735  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5735
 GV5735                          STATION DESCRIPTION
 GV5735
 GV5735'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5735'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5735'ON BELT BLVD., THENCE NORTH ON BELT BLVD. 1.70 MILES TO INTERSECTION
 GV5735'OF DOUGLASDALE RD., THENCE SOUTH ON DOUGLASDALE RD. 0.90 MILE TO
 GV5735'ONE LANE DIRT ROAD ALONG CANAL, THENCE WEST ON DIRT ROAD 0.95 MILE
 GV5735'TO WATER LOCKS, THENCE WEST ALONG RAILROAD TRACKS FROM THE SOUTH
 GV5735'END OF THE LOCKS APPROXIMATELY 810 FEET TO POINT NO. 71.
 GV5735'
 GV5735'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP ABOUT 3 INCHES
 GV5735'ABOVE GROUND LEVEL.
 GV5735'
 GV5735'23.1 FEET S. E. OF 7TH POLE WEST OF LOCKS, 25.0 FEET N. E. OF 6
 GV5735'INCH GUM TREE, 15.20 FEET W. OF CENTER OF EASTBOUND R. R. TRACKS.
 GV5735'
 GV5735'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5735'CENTER OF PIN, SET FLUSH TO GROUND.  75.4 FEET N. OF 6TH POLE WEST
 GV5735'OF LOCKS, 72.1 FEET S. E. OF 7TH POLE WEST OF LOCKS, 11.80 FEET
 GV5735'W. OF CENTER OF EASTBOUND R. R. TRACKS.
 GV5735'
 GV5735'DISTANCE BETWEEN PT. 71 AND R. M. IS 49.66 FT., 15.136 M.
 GV5735'
 GV5735'NEAREST TOWN--RICHMOND.
 GV5735
 GV5735                          STATION RECOVERY (1995)
 GV5735
 GV5735'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5735'MARK NOT FOUND.
 GV5735
 GV5735                          STATION RECOVERY (1999)
 GV5735
 GV5735'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5735'MARK NOT FOUND.
 GV5735
 GV5735                          STATION RECOVERY (2004)
 GV5735
 GV5735'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2816 ***********************************************************************
 GW2816  DESIGNATION -  71 0176
 GW2816  PID         -  GW2816
 GW2816  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2816  USGS QUAD   -  ALTAVISTA (1978)
 GW2816
 GW2816                         *CURRENT SURVEY CONTROL
 GW2816  ___________________________________________________________________
 GW2816* NAD 83(1986)-  37 06 17.     (N)    079 17 46.     (W)     SCALED    
 GW2816* NAVD 88     -       181.90   (meters)     596.8    (feet)  RESET     
 GW2816  ___________________________________________________________________
 GW2816  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW2816
 GW2816  VERT ORDER  -  THIRD
 GW2816
 GW2816.The horizontal coordinates were scaled from a topographic map and have
 GW2816.an estimated accuracy of +/- 6 seconds.
 GW2816
 GW2816.The orthometric height was computed from unverified reset data.
 GW2816.No vertical observational check was made to the station.
 GW2816
 GW2816.The geoid height was determined by GEOID03.
 GW2816
 GW2816;                    North         East    Units  Estimated Accuracy
 GW2816;SPC VA S     - 1,085,900.    3,429,240.      MT  (+/- 180 meters Scaled)
 GW2816
 GW2816                          SUPERSEDED SURVEY CONTROL
 GW2816
 GW2816  NGVD 29 (03/21/06)  182.13   (m)          597.5    (f) RESET       3  
 GW2816
 GW2816.Superseded values are not recommended for survey control.
 GW2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2816.See file dsdata.txt to determine how the superseded data were derived.
 GW2816
 GW2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB514078(NAD 83)
 GW2816_MARKER: DD = SURVEY DISK
 GW2816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2816_SP_SET: BRIDGE ABUTMENT
 GW2816_STAMPING: 71 0176
 GW2816_MARK LOGO: VADHT 
 GW2816_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2816
 GW2816  HISTORY     - Date     Condition        Report By
 GW2816  HISTORY     - 1991     MONUMENTED       VADHT
 GW2816
 GW2816                          STATION DESCRIPTION
 GW2816
 GW2816'DESCRIBED BY VA DEPT HWYS-TRANSP 1991
 GW2816'0.3 MILES (0.5 KM) SOUTHWEST ALONG THE NORFOLK-SOUTHERN RAILWAY FROM
 GW2816'THE STATION IN ALTAVISTA, AT BRIDGE 1960 OVER ROANOKE RIVER, IN THE
 GW2816'TOP OF THE CONCRETE COPING OF THE SOUTHWEST ABUTMENT, 1 FOOT (0.3 M)
 GW2816'SOUTHWEST OF THE FACE OF THE BACKWALL, 5 FEET (1.5 M) SOUTHEAST OF
 GW2816'THE SOUTHEAST RAIL OF THE NORTHBOUND MAIN TRACK, AND ABOUT LEVEL WITH
 GW2816'THE BASE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0209 ***********************************************************************
 HW0209  DESIGNATION -  711
 HW0209  PID         -  HW0209
 HW0209  STATE/COUNTY-  VA/CULPEPER
 HW0209  USGS QUAD   -  CASTLETON (1994)
 HW0209
 HW0209                         *CURRENT SURVEY CONTROL
 HW0209  ___________________________________________________________________
 HW0209* NAD 83(1986)-  38 36 04.     (N)    078 00 27.     (W)     SCALED    
 HW0209* NAVD 88     -        99.218  (meters)     325.52   (feet)  ADJUSTED  
 HW0209  ___________________________________________________________________
 HW0209  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW0209  DYNAMIC HT  -          99.155 (meters)     325.31  (feet)  COMP
 HW0209  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 HW0209
 HW0209  VERT ORDER  -  SECOND    CLASS 0
 HW0209
 HW0209.The horizontal coordinates were scaled from a topographic map and have
 HW0209.an estimated accuracy of +/- 6 seconds.
 HW0209
 HW0209.The orthometric height was determined by differential leveling
 HW0209.and adjusted by the National Geodetic Survey in June 1991..
 HW0209
 HW0209.The geoid height was determined by GEOID03.
 HW0209
 HW0209.The dynamic height is computed by dividing the NAVD 88
 HW0209.geopotential number by the normal gravity value computed on the
 HW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0209.degrees latitude (g = 980.6199 gals.).
 HW0209
 HW0209.The modeled gravity was interpolated from observed gravity values.
 HW0209
 HW0209;                    North         East    Units  Estimated Accuracy
 HW0209;SPC VA N     - 2,103,840.    3,542,900.      MT  (+/- 180 meters Scaled)
 HW0209
 HW0209                          SUPERSEDED SURVEY CONTROL
 HW0209
 HW0209  NGVD 29 (??/??/92)   99.424  (m)          326.19   (f) ADJ UNCH    2 0
 HW0209
 HW0209.Superseded values are not recommended for survey control.
 HW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0209.See file dsdata.txt to determine how the superseded data were derived.
 HW0209
 HW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC606767(NAD 83)
 HW0209_MARKER: DD = SURVEY DISK
 HW0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0209_SP_SET: BRIDGE
 HW0209_STAMPING: 711
 HW0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0209
 HW0209  HISTORY     - Date     Condition        Report By
 HW0209  HISTORY     - UNK      MONUMENTED       DOD
 HW0209  HISTORY     - 1938     GOOD             NGS
 HW0209  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0209
 HW0209                          STATION DESCRIPTION
 HW0209
 HW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HW0209'2.6 MI W FROM RIXEYVILLE.
 HW0209'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE,
 HW0209'CULPEPER COUNTY, THENCE ABOUT 0.3 MILE WEST ALONG A ROAD PARALLELING
 HW0209'HAZEL RIVER, ABOUT 0.3 MILE EAST OF A BRIDGE OVER THE RIVER, AT A
 HW0209'POWER DAM, IN THE TOP OF THE EAST CONCRETE WING WALL, AND 4 FEET
 HW0209'EAST OF A POWER-HOUSE DOOR.  A CORPS OF ENGINEERS, U.S. ARMY,
 HW0209'STANDARD DISK, STAMPED 711.
 HW0209
 HW0209                          STATION RECOVERY (2001)
 HW0209
 HW0209'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1620 ***********************************************************************
 GV1620  DESIGNATION -  71.4 NWRR
 GV1620  PID         -  GV1620
 GV1620  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1620  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1620
 GV1620                         *CURRENT SURVEY CONTROL
 GV1620  ___________________________________________________________________
 GV1620* NAD 83(1986)-  37 09 03.     (N)    077 16 11.     (W)     SCALED    
 GV1620* NAVD 88     -        32.69   (+/-2cm)     107.3    (feet)  VERTCON   
 GV1620  ___________________________________________________________________
 GV1620  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GV1620
 GV1620  VERT ORDER  -  ? (See Below)
 GV1620
 GV1620.The horizontal coordinates were scaled from a topographic map and have
 GV1620.an estimated accuracy of +/- 6 seconds.
 GV1620
 GV1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1620.The vertical order pertains to the NGVD 29 superseded value.
 GV1620
 GV1620.The geoid height was determined by GEOID03.
 GV1620
 GV1620;                    North         East    Units  Estimated Accuracy
 GV1620;SPC VA S     - 1,091,430.    3,609,280.      MT  (+/- 180 meters Scaled)
 GV1620
 GV1620                          SUPERSEDED SURVEY CONTROL
 GV1620
 GV1620  NGVD 29 (??/??/??)   33.029  (m)          108.36   (f) ADJUSTED    ?  
 GV1620
 GV1620.Superseded values are not recommended for survey control.
 GV1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1620.See file dsdata.txt to determine how the superseded data were derived.
 GV1620
 GV1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG984140(NAD 83)
 GV1620_MARKER: Q = CHISELED SQUARE
 GV1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1620_SP_SET: CULVERT
 GV1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1620
 GV1620  HISTORY     - Date     Condition        Report By
 GV1620  HISTORY     - UNK      MONUMENTED       NWRR
 GV1620  HISTORY     - 1932     GOOD             CGS
 GV1620  HISTORY     - 1963     GOOD             CGS
 GV1620  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 GV1620  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1620
 GV1620                          STATION DESCRIPTION
 GV1620
 GV1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1620'2.8 MI NW FROM DISPUTANTA.
 GV1620'2.8 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1620'THE STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 0.4 MILE
 GV1620'NORTHWEST OF MILEPOST 71, 0.3 MILE NORTHWEST OF SEMAPHORE 711,
 GV1620'AT A CONCRETE CULVERT, AND ON THE TOP OF THE NORTHWEST END OF THE
 GV1620'NORTHEAST HEADWALL.  A CHISELED SQUARE.
 GV1620
 GV1620                          STATION RECOVERY (1963)
 GV1620
 GV1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1620'RECOVERED IN GOOD CONDITION.
 GV1620
 GV1620                          STATION RECOVERY (1998)
 GV1620
 GV1620'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1620'MARK NOT FOUND.
 GV1620
 GV1620                          STATION RECOVERY (2003)
 GV1620
 GV1620'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1620' 
 GV1620' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0615 ***********************************************************************
 GW0615  DESIGNATION -  714.4
 GW0615  PID         -  GW0615
 GW0615  STATE/COUNTY-  VA/NELSON
 GW0615  USGS QUAD   -  PINEY RIVER (1984)
 GW0615
 GW0615                         *CURRENT SURVEY CONTROL
 GW0615  ___________________________________________________________________
 GW0615* NAD 83(1986)-  37 44 20.     (N)    079 00 05.     (W)     SCALED    
 GW0615* NAVD 88     -       217.473  (meters)     713.49   (feet)  ADJUSTED  
 GW0615  ___________________________________________________________________
 GW0615  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW0615  DYNAMIC HT  -         217.311 (meters)     712.96  (feet)  COMP
 GW0615  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 GW0615
 GW0615  VERT ORDER  -  SECOND    CLASS 0
 GW0615
 GW0615.The horizontal coordinates were scaled from a topographic map and have
 GW0615.an estimated accuracy of +/- 6 seconds.
 GW0615
 GW0615.The orthometric height was determined by differential leveling
 GW0615.and adjusted by the National Geodetic Survey in June 1991..
 GW0615
 GW0615.The geoid height was determined by GEOID03.
 GW0615
 GW0615.The dynamic height is computed by dividing the NAVD 88
 GW0615.geopotential number by the normal gravity value computed on the
 GW0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0615.degrees latitude (g = 980.6199 gals.).
 GW0615
 GW0615.The modeled gravity was interpolated from observed gravity values.
 GW0615
 GW0615;                    North         East    Units  Estimated Accuracy
 GW0615;SPC VA S     - 1,156,100.    3,455,810.      MT  (+/- 180 meters Scaled)
 GW0615
 GW0615                          SUPERSEDED SURVEY CONTROL
 GW0615
 GW0615  NGVD 29 (??/??/92)  217.676  (m)          714.16   (f) ADJ UNCH    2 0
 GW0615
 GW0615.Superseded values are not recommended for survey control.
 GW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0615.See file dsdata.txt to determine how the superseded data were derived.
 GW0615
 GW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB761787(NAD 83)
 GW0615_MARKER: Q = CHISELED SQUARE
 GW0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0615_SP_SET: CULVERT
 GW0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0615
 GW0615  HISTORY     - Date     Condition        Report By
 GW0615  HISTORY     - UNK      MONUMENTED       USGS
 GW0615  HISTORY     - 1935     GOOD             NGS
 GW0615
 GW0615                          STATION DESCRIPTION
 GW0615
 GW0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0615'2.9 MI N FROM PINEY RIVER.
 GW0615'2.9 MILES NORTH ALONG STATE HIGHWAY 151 FROM THE PINEY RIVER
 GW0615'BRIDGE AT PINEY RIVER, 1.4 MILES WEST OF THE JUNCTION OF U.S.
 GW0615'HIGHWAY 29, 100 FEET NORTHWEST OF A BRICK HOUSE, ON THE TOP
 GW0615'OF THE EAST HEADWALL OF A CONCRETE CULVERT OF A STREAM LEADING
 GW0615'SOUTHEAST.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1026 ***********************************************************************
 GW1026  DESIGNATION -  717
 GW1026  PID         -  GW1026
 GW1026  STATE/COUNTY-  VA/AMHERST
 GW1026  USGS QUAD   -  PINEY RIVER (1984)
 GW1026
 GW1026                         *CURRENT SURVEY CONTROL
 GW1026  ___________________________________________________________________
 GW1026* NAD 83(1986)-  37 41 57.     (N)    079 01 46.     (W)     SCALED    
 GW1026* NAVD 88     -       218.240  (meters)     716.01   (feet)  ADJUSTED  
 GW1026  ___________________________________________________________________
 GW1026  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW1026  DYNAMIC HT  -         218.078 (meters)     715.48  (feet)  COMP
 GW1026  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 GW1026
 GW1026  VERT ORDER  -  SECOND    CLASS 0
 GW1026
 GW1026.The horizontal coordinates were scaled from a topographic map and have
 GW1026.an estimated accuracy of +/- 6 seconds.
 GW1026
 GW1026.The orthometric height was determined by differential leveling
 GW1026.and adjusted by the National Geodetic Survey in June 1991..
 GW1026
 GW1026.The geoid height was determined by GEOID03.
 GW1026
 GW1026.The dynamic height is computed by dividing the NAVD 88
 GW1026.geopotential number by the normal gravity value computed on the
 GW1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1026.degrees latitude (g = 980.6199 gals.).
 GW1026
 GW1026.The modeled gravity was interpolated from observed gravity values.
 GW1026
 GW1026;                    North         East    Units  Estimated Accuracy
 GW1026;SPC VA S     - 1,151,710.    3,453,310.      MT  (+/- 180 meters Scaled)
 GW1026
 GW1026                          SUPERSEDED SURVEY CONTROL
 GW1026
 GW1026  NGVD 29 (??/??/92)  218.446  (m)          716.68   (f) ADJ UNCH    2 0
 GW1026
 GW1026.Superseded values are not recommended for survey control.
 GW1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1026.See file dsdata.txt to determine how the superseded data were derived.
 GW1026
 GW1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB737742(NAD 83)
 GW1026_MARKER: N = NAIL
 GW1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1026_SP_SET: TREE
 GW1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1026
 GW1026  HISTORY     - Date     Condition        Report By
 GW1026  HISTORY     - UNK      MONUMENTED       USGS
 GW1026  HISTORY     - 1935     GOOD             NGS
 GW1026
 GW1026                          STATION DESCRIPTION
 GW1026
 GW1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1026'0.3 MI S FROM PINEY RIVER.
 GW1026'IN AMHERST COUNTY, 0.3 MILE SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 GW1026'PINEY RIVER BRIDGE AT PINEY RIVER, NELSON COUNTY, AT THE TOP OF A
 GW1026'HILL, 21 FEET NORTH OF THE CENTER OF THE JUNCTION OF COUNTY ROAD
 GW1026'665, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 GW1026'WEST SIDE OF THE BASE OF A 10-INCH OAK TREE.  A U.S. GEOLOGICAL
 GW1026'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5731 ***********************************************************************
 GV5731  DESIGNATION -  72
 GV5731  PID         -  GV5731
 GV5731  STATE/COUNTY-  VA/C OF RICHMOND
 GV5731  USGS QUAD   -  BON AIR (1994)
 GV5731
 GV5731                         *CURRENT SURVEY CONTROL
 GV5731  ___________________________________________________________________
 GV5731* NAD 83(1993)-  37 33 08.00916(N)    077 30 49.57689(W)     ADJUSTED  
 GV5731* NAVD 88     -        34.64   (+/-2cm)     113.6    (feet)  VERTCON   
 GV5731  ___________________________________________________________________
 GV5731  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5731  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5731
 GV5731  HORZ ORDER  -  SECOND
 GV5731  VERT ORDER  -  THIRD ? (See Below)
 GV5731
 GV5731.The horizontal coordinates were established by classical geodetic methods
 GV5731.and adjusted by the National Geodetic Survey in November 1994..
 GV5731
 GV5731.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5731.The vertical order pertains to the NGVD 29 superseded value.
 GV5731
 GV5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5731
 GV5731.The geoid height was determined by GEOID03.
 GV5731
 GV5731;                    North         East     Units Scale Factor Converg.
 GV5731;SPC VA S     - 1,135,722.422 3,587,141.041   MT  0.99995058   +0 35 54.8
 GV5731;SPC VA S     - 3,726,115.98 11,768,811.90   sFT  0.99995058   +0 35 54.8
 GV5731;UTM  18      - 4,159,105.324   277,943.918   MT  1.00020740   -1 31 57.8
 GV5731
 GV5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5731!SPC VA S     -   0.99999973  x   0.99995058  =   0.99995031
 GV5731!UTM  18      -   0.99999973  x   1.00020740  =   1.00020713
 GV5731
 GV5731|---------------------------------------------------------------------|
 GV5731| PID    Reference Object                     Distance      Geod. Az  |
 GV5731|                                                           dddmmss.s |
 GV5731| GV5721 73                                  295.542 METERS 11133     |
 GV5731| GV5281 RICHMOND WAR MEMORIAL MONUMENT      APPROX. 3.0 KM 1151326.4 |
 GV5731| DC5528 72 RM                                17.747 METERS 12124     |
 GV5731| GV5735 71                                  246.679 METERS 31836     |
 GV5731|---------------------------------------------------------------------|
 GV5731
 GV5731                          SUPERSEDED SURVEY CONTROL
 GV5731
 GV5731  NAD 83(1986)-  37 33 08.01558(N)    077 30 49.59398(W) AD(       ) 2
 GV5731  NAD 27      -  37 33 07.48763(N)    077 30 50.64719(W) AD(       ) 2
 GV5731  NGVD 29 (07/19/86)   34.95   (m)          114.7    (f) LEVELING    3  
 GV5731
 GV5731.Superseded values are not recommended for survey control.
 GV5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5731.See file dsdata.txt to determine how the superseded data were derived.
 GV5731
 GV5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7794459105(NAD 83)
 GV5731_MARKER: Z = SEE DESCRIPTION
 GV5731_SETTING: 0 = UNSPECIFIED SETTING
 GV5731
 GV5731  HISTORY     - Date     Condition        Report By
 GV5731  HISTORY     - 1972     MONUMENTED       VA2060
 GV5731  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5731  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5731  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5731
 GV5731                          STATION DESCRIPTION
 GV5731
 GV5731'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5731'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5731'ON WESTOVER HILLS BLVD., THENCE NORTH ON BLVD. 1.70 MILES TO
 GV5731'INTERSECTION OF DOUGLASDALE RD., THENCE WEST ON DOUGLASDALE RD.
 GV5731'0.90 MILE TO PRIVATE ONE LANE DIRT ROAD, THENCE NORTH ON DIRT ROAD
 GV5731'0.95 MILE TO WATER LOCKS, THENCE WEST FROM THE END OF THE LOCKS
 GV5731'APPROXIMATELY 40 FEET TO POINT NO. 72.
 GV5731'
 GV5731'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP ABOUT 2 INCHES
 GV5731'ABOVE GROUND LEVEL.
 GV5731'
 GV5731'11.2 FEET S. W. OF CENTER OF EASTBOUND R. R. TRACKS, 29.9 FEET E. OF
 GV5731'UNMARKED TELEPHONE OR TELEGRAPH POLE, 2ND POLE EAST OF CANAL, 12.899
 GV5731'M., 42.33 FT. S. OF U. S. COAST AND GEOD. MARKER NO. Q17 - 1929,
 GV5731'LOCATED ON SOUTH END OF CANAL LOCKS.
 GV5731'
 GV5731'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5731'CENTER OF PIN, SET ABOUT 2 INCHES ABOVE GROUND.  59.3 FEET N. W. OF
 GV5731'UNMARKED TELEPHONE OR TELEGRAPH POLE, 3RD POLE EAST OF CANAL,
 GV5731'11.4 FEET S. W. OF CENTER OF EASTBOUND R. R. TRACKS, 86.8 FEET S.
 GV5731'E. OF 2ND UNMARKED POLE EAST OF CANAL.
 GV5731'
 GV5731'DISTANCE BETWEEN PT. 72 AND R. M. IS 58.23 FT., 17.747 M.
 GV5731'
 GV5731'NEAREST TOWN--RICHMOND.
 GV5731
 GV5731                          STATION RECOVERY (1995)
 GV5731
 GV5731'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5731'MARK NOT FOUND.
 GV5731
 GV5731                          STATION RECOVERY (1999)
 GV5731
 GV5731'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5731'MARK NOT FOUND.
 GV5731
 GV5731                          STATION RECOVERY (2004)
 GV5731
 GV5731'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0390 ***********************************************************************
 HW0390  DESIGNATION -  72 SOURR
 HW0390  PID         -  HW0390
 HW0390  STATE/COUNTY-  VA/CULPEPER
 HW0390  USGS QUAD   -  CULPEPER WEST (1979)
 HW0390
 HW0390                         *CURRENT SURVEY CONTROL
 HW0390  ___________________________________________________________________
 HW0390* NAD 83(1986)-  38 24 35.     (N)    078 00 35.     (W)     SCALED    
 HW0390* NAVD 88     -       123.220  (meters)     404.26   (feet)  ADJUSTED  
 HW0390  ___________________________________________________________________
 HW0390  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW0390  DYNAMIC HT  -         123.145 (meters)     404.02  (feet)  COMP
 HW0390  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 HW0390
 HW0390  VERT ORDER  -  SECOND    CLASS 0
 HW0390
 HW0390.The horizontal coordinates were scaled from a topographic map and have
 HW0390.an estimated accuracy of +/- 6 seconds.
 HW0390
 HW0390.The orthometric height was determined by differential leveling
 HW0390.and adjusted by the National Geodetic Survey in June 1991..
 HW0390
 HW0390.The geoid height was determined by GEOID03.
 HW0390
 HW0390.The dynamic height is computed by dividing the NAVD 88
 HW0390.geopotential number by the normal gravity value computed on the
 HW0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0390.degrees latitude (g = 980.6199 gals.).
 HW0390
 HW0390.The modeled gravity was interpolated from observed gravity values.
 HW0390
 HW0390;                    North         East    Units  Estimated Accuracy
 HW0390;SPC VA N     - 2,082,590.    3,542,820.      MT  (+/- 180 meters Scaled)
 HW0390
 HW0390                          SUPERSEDED SURVEY CONTROL
 HW0390
 HW0390  NGVD 29 (??/??/92)  123.467  (m)          405.07   (f) ADJ UNCH    2 0
 HW0390
 HW0390.Superseded values are not recommended for survey control.
 HW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0390.See file dsdata.txt to determine how the superseded data were derived.
 HW0390
 HW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC610555(NAD 83)
 HW0390_MARKER: P = PIPE CAP
 HW0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0390_STAMPING: 72
 HW0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0390+STABILITY: SURFACE MOTION
 HW0390
 HW0390  HISTORY     - Date     Condition        Report By
 HW0390  HISTORY     - UNK      MONUMENTED       SOURR
 HW0390  HISTORY     - 1935     GOOD             NGS
 HW0390  HISTORY     - 1935     GOOD             NGS
 HW0390  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0390  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HW0390
 HW0390                          STATION DESCRIPTION
 HW0390
 HW0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0390'AT WINSTON.
 HW0390'AT WINSTON, CULPEPER COUNTY, OPPOSITE THE SOUTH END OF THE SOUTHERN
 HW0390'RAILWAY STATION, ABOUT 9 YARDS WEST OF THE TRACK, AND ABOUT 1 FOOT
 HW0390'HIGHER THAN THE TRACK.  A COPPER PLUG, STAMPED 72 AND SET IN THE
 HW0390'TOP OF A CONCRETE POST.
 HW0390
 HW0390                          STATION RECOVERY (1935)
 HW0390
 HW0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW0390'RECOVERED IN GOOD CONDITION.
 HW0390
 HW0390                          STATION RECOVERY (1984)
 HW0390
 HW0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0390'NOT RECOVERED, NO CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION,
 HW0390'THE SOUTHERN RAILWAY STATION HAS BEEN RAZED AND AREA CLEARED AND MARK
 HW0390'SHOULD BE CONSIDERED DESTROYED.
 HW0390
 HW0390                          STATION RECOVERY (2001)
 HW0390
 HW0390'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2372 ***********************************************************************
 HV2372  DESIGNATION -  72.6 USE
 HV2372  PID         -  HV2372
 HV2372  STATE/COUNTY-  VA/FAIRFAX
 HV2372  USGS QUAD   -  FORT BELVOIR (1983)
 HV2372
 HV2372                         *CURRENT SURVEY CONTROL
 HV2372  ___________________________________________________________________
 HV2372* NAD 83(1986)-  38 40 12.     (N)    077 14 04.     (W)     SCALED    
 HV2372* NAVD 88     -        21.866  (meters)      71.74   (feet)  ADJUSTED  
 HV2372  ___________________________________________________________________
 HV2372  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV2372  DYNAMIC HT  -          21.853 (meters)      71.70  (feet)  COMP
 HV2372  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 HV2372
 HV2372  VERT ORDER  -  FIRST     CLASS II
 HV2372
 HV2372.The horizontal coordinates were scaled from a topographic map and have
 HV2372.an estimated accuracy of +/- 6 seconds.
 HV2372
 HV2372.The orthometric height was determined by differential leveling
 HV2372.and adjusted by the National Geodetic Survey in June 1991..
 HV2372
 HV2372.The geoid height was determined by GEOID03.
 HV2372
 HV2372.The dynamic height is computed by dividing the NAVD 88
 HV2372.geopotential number by the normal gravity value computed on the
 HV2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2372.degrees latitude (g = 980.6199 gals.).
 HV2372
 HV2372.The modeled gravity was interpolated from observed gravity values.
 HV2372
 HV2372;                    North         East    Units  Estimated Accuracy
 HV2372;SPC VA N     - 2,112,130.    3,610,130.      MT  (+/- 180 meters Scaled)
 HV2372
 HV2372                          SUPERSEDED SURVEY CONTROL
 HV2372
 HV2372  NGVD 29 (??/??/??)   22.123  (m)           72.58   (f) ADJUSTED    1 2
 HV2372
 HV2372.Superseded values are not recommended for survey control.
 HV2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2372.See file dsdata.txt to determine how the superseded data were derived.
 HV2372
 HV2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH056825(NAD 83)
 HV2372_MARKER: Q = CHISELED SQUARE
 HV2372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2372_SP_SET: BRIDGE ABUTMENT
 HV2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2372
 HV2372  HISTORY     - Date     Condition        Report By
 HV2372  HISTORY     - UNK      MONUMENTED       USE
 HV2372  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2372  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2372  HISTORY     - 19991115 MARK NOT FOUND   USPSQD
 HV2372
 HV2372                          STATION DESCRIPTION
 HV2372
 HV2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2372'1.1 MI NE FROM WOODBRIDGE.
 HV2372'AT COLCHESTER, FAIRFAX COUNTY, ON THE RICHMOND, FREDERICKSBURG
 HV2372'AND POTOMAC RAILROAD, 100 FEET NORTH OF THE STATION, AT A
 HV2372'STEEL-TRUSS BRIDGE AT THE SOUTH ABUTMENT, AND ON THE NORTHEAST
 HV2372'CORNER OF THE CONCRETE BRIDGE SEAT.  A CHISELED SQUARE.  NOTE-- THE
 HV2372'CONCRETE BRIDGE SEATS APPEAR TO HAVE BEEN REMODELED.
 HV2372
 HV2372                          STATION RECOVERY (1978)
 HV2372
 HV2372'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2372'MARK NOT FOUND.
 HV2372
 HV2372                          STATION RECOVERY (1999)
 HV2372
 HV2372'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1622 ***********************************************************************
 GV1622  DESIGNATION -  72+605 NWRR RESET 1954
 GV1622  PID         -  GV1622
 GV1622  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1622  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1622
 GV1622                         *CURRENT SURVEY CONTROL
 GV1622  ___________________________________________________________________
 GV1622* NAD 83(1986)-  37 09 20.     (N)    077 16 40.     (W)     SCALED    
 GV1622* NAVD 88     -        45.99   (+/-2cm)     150.9    (feet)  VERTCON   
 GV1622  ___________________________________________________________________
 GV1622  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GV1622
 GV1622  VERT ORDER  -  THIRD (See Below)
 GV1622
 GV1622.The horizontal coordinates were scaled from a topographic map and have
 GV1622.an estimated accuracy of +/- 6 seconds.
 GV1622
 GV1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1622.The vertical order pertains to the NGVD 29 superseded value.
 GV1622
 GV1622.The geoid height was determined by GEOID03.
 GV1622
 GV1622;                    North         East    Units  Estimated Accuracy
 GV1622;SPC VA S     - 1,091,950.    3,608,560.      MT  (+/- 180 meters Scaled)
 GV1622
 GV1622                          SUPERSEDED SURVEY CONTROL
 GV1622
 GV1622  NGVD 29 (??/??/??)   46.32   (m)          152.0    (f) RESET       3  
 GV1622
 GV1622.Superseded values are not recommended for survey control.
 GV1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1622.See file dsdata.txt to determine how the superseded data were derived.
 GV1622
 GV1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG977145(NAD 83)
 GV1622_MARKER: DD = SURVEY DISK
 GV1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1622_SP_SET: BRIDGE WHEELGUARD
 GV1622_STAMPING: 72+605 N+WRY RESET 1954
 GV1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1622
 GV1622  HISTORY     - Date     Condition        Report By
 GV1622  HISTORY     - 1954     MONUMENTED       VADH
 GV1622  HISTORY     - 1956     GOOD             CGS
 GV1622  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1622
 GV1622                          STATION DESCRIPTION
 GV1622
 GV1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GV1622'3.3 MI NW FROM DISPUTANTA.
 GV1622'3.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1622'THE STATION AT DISPUTANTA, SET IN THE SOUTH WHEELGUARD OF STATE
 GV1622'HIGHWAY 154 OVERHEAD BRIDGE, 21.4 FEET WEST OF EAST ABUTMENT.
 GV1622
 GV1622                          STATION RECOVERY (2003)
 GV1622
 GV1622'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1622' 
 GV1622' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9091 ***********************************************************************
 AA9091  DESIGNATION -  7286
 AA9091  PID         -  AA9091
 AA9091  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 AA9091  USGS QUAD   -  POQUOSON WEST (1983)
 AA9091
 AA9091                         *CURRENT SURVEY CONTROL
 AA9091  ___________________________________________________________________
 AA9091* NAD 83(1986)-  37 08 06.47934(N)    076 29 56.02075(W)     ADJUSTED  
 AA9091* NAVD 88     -        11.0    (meters)      36.     (feet)  GPS OBS   
 AA9091  ___________________________________________________________________
 AA9091  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 AA9091  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AA9091
 AA9091  HORZ ORDER  -  FIRST
 AA9091
 AA9091.This mark is at Newport News/williamsburg Intl Airport (PHF)
 AA9091
 AA9091.The horizontal coordinates were established by GPS observations
 AA9091.and adjusted by the National Geodetic Survey in November 1995..
 AA9091
 AA9091.The orthometric height was determined by GPS observations and a
 AA9091.high-resolution geoid model.
 AA9091
 AA9091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9091
 AA9091.The geoid height was determined by GEOID03.
 AA9091
 AA9091;                    North         East     Units Scale Factor Converg.
 AA9091;SPC VA S     - 1,090,863.477 3,677,784.452   MT  0.99995358   +1 12 52.3
 AA9091;SPC VA S     - 3,578,941.26 12,066,197.82   sFT  0.99995358   +1 12 52.3
 AA9091;UTM  18      - 4,110,914.734   366,866.476   MT  0.99981834   -0 54 18.0
 AA9091
 AA9091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9091!SPC VA S     -   1.00000392  x   0.99995358  =   0.99995750
 AA9091!UTM  18      -   1.00000392  x   0.99981834  =   0.99982226
 AA9091
 AA9091|---------------------------------------------------------------------|
 AA9091| PID    Reference Object                     Distance      Geod. Az  |
 AA9091|                                                           dddmmss.s |
 AA9091| AA9092 7287                                 37.884 METERS 12003     |
 AA9091|---------------------------------------------------------------------|
 AA9091
 AA9091                          SUPERSEDED SURVEY CONTROL
 AA9091
 AA9091.No superseded survey control is available for this station.
 AA9091
 AA9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6686610915(NAD 83)
 AA9091_MARKER: DS = TRIANGULATION STATION DISK
 AA9091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9091_SP_SET: APRON
 AA9091_STAMPING: 7286 1994
 AA9091_MARK LOGO: NOS   
 AA9091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9091+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 AA9091
 AA9091  HISTORY     - Date     Condition        Report By
 AA9091  HISTORY     - 1944     MONUMENTED       CGS
 AA9091  HISTORY     - 19961003 GOOD             NGS
 AA9091
 AA9091                          STATION DESCRIPTION
 AA9091
 AA9091'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RPB)
 AA9091'THE STATION IS LOCATED AT THE NEWPORT NEWS/WILLIAMSBURG (PATRICK
 AA9091'HENRY) AIRPORT ON THE FLIGHT INTERNATIONAL RAMP.
 AA9091' 
 AA9091'TO REACH THE STATION FROM THE GATE BETWEEN THE FLIGHT INTERNATIONAL
 AA9091'HANGARS AND THE OLD TERMINAL, PROCEED NE ACROSS THE RAMP FOR APPROX.
 AA9091'0.2 MI (0.3 KM) TO THE STATION.
 AA9091' 
 AA9091'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---7286 1994---SET
 AA9091'INTO A DRILL HOLE IN THE CONCRETE APRON.  IT IS LOCATED SE OF THE
 AA9091'FLIGHT INTERNATIONAL HANGARS, 33.5 M (109.9 FT) ESE OF THE WEST EDGE
 AA9091'OF THE RAMP, 20.4 M (66.9 FT) WNW OF A TAXIWAY LIGHT AT THE EAST EDGE
 AA9091'OF THE RAMP, AND IS IN THE CENTER OF A PARKING "T" ON THE RAMP.
 AA9091
 AA9091                          STATION RECOVERY (1996)
 AA9091
 AA9091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9091'RECOVERED AS DESCRIBED BY NOS IN 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9092 ***********************************************************************
 AA9092  DESIGNATION -  7287
 AA9092  PID         -  AA9092
 AA9092  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 AA9092  USGS QUAD   -  POQUOSON WEST (1983)
 AA9092
 AA9092                         *CURRENT SURVEY CONTROL
 AA9092  ___________________________________________________________________
 AA9092* NAD 83(1986)-  37 08 05.86396(N)    076 29 54.69217(W)     ADJUSTED  
 AA9092* NAVD 88     -        10.8    (meters)      35.     (feet)  GPS OBS   
 AA9092  ___________________________________________________________________
 AA9092  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 AA9092  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AA9092
 AA9092  HORZ ORDER  -  FIRST
 AA9092
 AA9092.This mark is at Newport News/williamsburg Intl Airport (PHF)
 AA9092
 AA9092.The horizontal coordinates were established by GPS observations
 AA9092.and adjusted by the National Geodetic Survey in November 1995..
 AA9092
 AA9092.The orthometric height was determined by GPS observations and a
 AA9092.high-resolution geoid model.
 AA9092
 AA9092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9092
 AA9092.The geoid height was determined by GEOID03.
 AA9092
 AA9092;                    North         East     Units Scale Factor Converg.
 AA9092;SPC VA S     - 1,090,845.207 3,677,817.636   MT  0.99995359   +1 12 53.1
 AA9092;SPC VA S     - 3,578,881.32 12,066,306.69   sFT  0.99995359   +1 12 53.1
 AA9092;UTM  18      - 4,110,895.251   366,898.958   MT  0.99981824   -0 54 17.2
 AA9092
 AA9092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9092!SPC VA S     -   1.00000395  x   0.99995359  =   0.99995754
 AA9092!UTM  18      -   1.00000395  x   0.99981824  =   0.99982219
 AA9092
 AA9092|---------------------------------------------------------------------|
 AA9092| PID    Reference Object                     Distance      Geod. Az  |
 AA9092|                                                           dddmmss.s |
 AA9092| AA9091 7286                                 37.884 METERS 30003     |
 AA9092|---------------------------------------------------------------------|
 AA9092
 AA9092                          SUPERSEDED SURVEY CONTROL
 AA9092
 AA9092.No superseded survey control is available for this station.
 AA9092
 AA9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6689910895(NAD 83)
 AA9092_MARKER: DS = TRIANGULATION STATION DISK
 AA9092_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9092_SP_SET: STORM DRAIN
 AA9092_STAMPING: 7287 1994
 AA9092_MARK LOGO: NOS   
 AA9092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9092+STABILITY: SURFACE MOTION
 AA9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9092+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 AA9092
 AA9092  HISTORY     - Date     Condition        Report By
 AA9092  HISTORY     - 1944     MONUMENTED       CGS
 AA9092  HISTORY     - 19961003 GOOD             NGS
 AA9092
 AA9092                          STATION DESCRIPTION
 AA9092
 AA9092'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RPB)
 AA9092'THE STATION IS LOCATED AT THE NEWPORT NEWS/WILLIAMSBURG (PATRICK
 AA9092'HENRY) AIRPORT ON THE FLIGHT INTERNATIONAL RAMP.
 AA9092' 
 AA9092'TO REACH THE STATION FROM THE GATE BETWEEN THE FLIGHT INTERNATIONAL
 AA9092'HANGARS AND THE OLD TERMINAL, PROCEED NE ACROSS THE RAMP FOR APPROX.
 AA9092'0.25 MI (0.40 KM) TO THE GRASS AREA BETWEEN THE RAMP AND TAXIWAY ALPHA
 AA9092'AND NORTH OF TAXIWAY CHARLIE.
 AA9092' 
 AA9092'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---7287 1994---SET
 AA9092'INTO A DRILL HOLE THE CONCRETE BASE OF A DRAIN GRATE.  IT IS LOCATED
 AA9092'SE OF THE FLIGHT INTERNATIONAL HANGARS AND IN THE NW CORNER OF THE
 AA9092'DRAIN.  IT IS 16.65 M (54.63 FT) SOUTH OF A TAXIWAY LIGHT AT THE EAST
 AA9092'EDGE OF THE RAMP AND 14.8 M (48.6 FT) ESE OF THE EAST EDGE OF THE
 AA9092'RAMP.  IT IS 37.8 M (124.0 FT) SSE OF STATION 7286.
 AA9092
 AA9092                          STATION RECOVERY (1996)
 AA9092
 AA9092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9092'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1396 ***********************************************************************
 FY1396  DESIGNATION -  729
 FY1396  PID         -  FY1396
 FY1396  STATE/COUNTY-  VA/HENRY
 FY1396  USGS QUAD   -  MARTINSVILLE WEST (1984)
 FY1396
 FY1396                         *CURRENT SURVEY CONTROL
 FY1396  ___________________________________________________________________
 FY1396* NAD 83(1986)-  36 42 13.     (N)    079 56 01.     (W)     SCALED    
 FY1396* NAVD 88     -       222.17   (+/-2cm)     728.9    (feet)  VERTCON   
 FY1396  ___________________________________________________________________
 FY1396  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY1396
 FY1396  VERT ORDER  -  ? (See Below)
 FY1396
 FY1396.The horizontal coordinates were scaled from a topographic map and have
 FY1396.an estimated accuracy of +/- 6 seconds.
 FY1396
 FY1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY1396.The vertical order pertains to the NGVD 29 superseded value.
 FY1396
 FY1396.The geoid height was determined by GEOID03.
 FY1396
 FY1396;                    North         East    Units  Estimated Accuracy
 FY1396;SPC VA S     - 1,042,060.    3,371,900.      MT  (+/- 180 meters Scaled)
 FY1396
 FY1396                          SUPERSEDED SURVEY CONTROL
 FY1396
 FY1396  NGVD 29 (??/??/92)  222.343  (m)          729.47   (f) ADJ UNCH    ?  
 FY1396
 FY1396.Superseded values are not recommended for survey control.
 FY1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1396.See file dsdata.txt to determine how the superseded data were derived.
 FY1396
 FY1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA952625(NAD 83)
 FY1396_MARKER: DD = SURVEY DISK
 FY1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1396_SP_SET: CULVERT
 FY1396_STAMPING: 729
 FY1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1396
 FY1396  HISTORY     - Date     Condition        Report By
 FY1396  HISTORY     - UNK      MONUMENTED       USGS
 FY1396  HISTORY     - 1935     MARK NOT FOUND   NGS
 FY1396
 FY1396                          STATION DESCRIPTION
 FY1396
 FY1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1396'4.5 MI NW FROM MARTINSVILLE.
 FY1396'4.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1396'MARTINSVILLE, HENRY COUNTY, ABOUT 600 FEET NORTH OF MILEPOST 62,
 FY1396'AT CONCRETE CULVERT 1870, AND IN THE SOUTH ABUTMENT.  A UNITED
 FY1396'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 729.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5721 ***********************************************************************
 GV5721  DESIGNATION -  73
 GV5721  PID         -  GV5721
 GV5721  STATE/COUNTY-  VA/C OF RICHMOND
 GV5721  USGS QUAD   -  BON AIR (1994)
 GV5721
 GV5721                         *CURRENT SURVEY CONTROL
 GV5721  ___________________________________________________________________
 GV5721* NAD 83(1993)-  37 33 04.48780(N)    077 30 38.37817(W)     ADJUSTED  
 GV5721* NAVD 88     -        34.06   (+/-2cm)     111.7    (feet)  VERTCON   
 GV5721  ___________________________________________________________________
 GV5721  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 GV5721  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5721
 GV5721  HORZ ORDER  -  SECOND
 GV5721  VERT ORDER  -  THIRD ? (See Below)
 GV5721
 GV5721.The horizontal coordinates were established by classical geodetic methods
 GV5721.and adjusted by the National Geodetic Survey in November 1994..
 GV5721
 GV5721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5721.The vertical order pertains to the NGVD 29 superseded value.
 GV5721
 GV5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5721
 GV5721.The geoid height was determined by GEOID03.
 GV5721
 GV5721;                    North         East     Units Scale Factor Converg.
 GV5721;SPC VA S     - 1,135,616.746 3,587,417.028   MT  0.99995053   +0 36 01.6
 GV5721;SPC VA S     - 3,725,769.27 11,769,717.37   sFT  0.99995053   +0 36 01.6
 GV5721;UTM  18      - 4,158,989.428   278,215.854   MT  1.00020592   -1 31 50.9
 GV5721
 GV5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5721!SPC VA S     -   0.99999982  x   0.99995053  =   0.99995035
 GV5721!UTM  18      -   0.99999982  x   1.00020592  =   1.00020574
 GV5721
 GV5721|---------------------------------------------------------------------|
 GV5721| PID    Reference Object                     Distance      Geod. Az  |
 GV5721|                                                           dddmmss.s |
 GV5721| DC5529 73 RM                                22.968 METERS 11503     |
 GV5721| GV5281 RICHMOND WAR MEMORIAL MONUMENT      APPROX. 2.7 KM 1153758.5 |
 GV5721| GV5707 74                                  APPROX. 1.6 KM 1475612.0 |
 GV5721| GV5731 72                                  295.542 METERS 29133     |
 GV5721|---------------------------------------------------------------------|
 GV5721
 GV5721                          SUPERSEDED SURVEY CONTROL
 GV5721
 GV5721  NAD 83(1986)-  37 33 04.49423(N)    077 30 38.39525(W) AD(       ) 2
 GV5721  NAD 27      -  37 33 03.96631(N)    077 30 39.44875(W) AD(       ) 2
 GV5721  NGVD 29 (07/19/86)   34.37   (m)          112.8    (f) LEVELING    3  
 GV5721
 GV5721.Superseded values are not recommended for survey control.
 GV5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5721.See file dsdata.txt to determine how the superseded data were derived.
 GV5721
 GV5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7821658989(NAD 83)
 GV5721_MARKER: Z = SEE DESCRIPTION
 GV5721_SETTING: 0 = UNSPECIFIED SETTING
 GV5721
 GV5721  HISTORY     - Date     Condition        Report By
 GV5721  HISTORY     - 1972     MONUMENTED       VA2060
 GV5721  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5721  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5721  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5721
 GV5721                          STATION DESCRIPTION
 GV5721
 GV5721'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5721'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5721'ON WESTOVER HILLS BLVD., THENCE NORTH ON BLVD. 1.70 MILES TO
 GV5721'INTERSECTION OF DOUGLASDALE RD., THENCE SOUTH ON DOUGLASDALE RD.
 GV5721'0.90 MILE TO A ONE LANE DIRT ROAD ALONG THE CANAL, THENCE WEST ON
 GV5721'DIRT ROAD 0.95 MILE TO WATER LOCKS, THENCE EAST ALONG THE
 GV5721'RAILROAD TRACKS FROM THE SOUTH END OF THE LOCKS APPROXIMATELY 970
 GV5721'FEET TO POINT NO. 73.
 GV5721'
 GV5721'CENTER OF IRON AXLE, BURIED IN GROUND WITH TOP ABOUT 3 INCHES ABOVE
 GV5721'GROUND LEVEL.
 GV5721'
 GV5721'116 FEET E. OF 6TH POLE EAST OF WATER LOCKS, 59.5 FEET N. OF 7TH
 GV5721'POLE EAST OF WATER LOCKS, 9.57 FEET N. E. OF CENTER OF WESTBOUND
 GV5721'R. R. TRACKS.
 GV5721'
 GV5721'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5721'CENTER OF PIN, SET FLUSH TO GROUND.  9.25 FEET N. E. OF CENTER OF
 GV5721'WESTBOUND R. R. TRACKS, 112.8 FEET N. W. OF CENTER OF R. R. MILE
 GV5721'POST MARKED R5, 57.7 FEET N. E. OF 7TH POLE EAST OF WATER LOCKS.
 GV5721'
 GV5721'DISTANCE BETWEEN PT. 73 AND R. M. IS 75.35 FT., 22.968 M.
 GV5721'
 GV5721'NEAREST TOWN--RICHMOND.
 GV5721
 GV5721                          STATION RECOVERY (1995)
 GV5721
 GV5721'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5721'MARK NOT FOUND.
 GV5721
 GV5721                          STATION RECOVERY (1999)
 GV5721
 GV5721'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5721'MARK NOT FOUND.
 GV5721
 GV5721                          STATION RECOVERY (2004)
 GV5721
 GV5721'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0657 ***********************************************************************
 HW0657  DESIGNATION -  733.78
 HW0657  PID         -  HW0657
 HW0657  STATE/COUNTY-  VA/GREENE
 HW0657  USGS QUAD   -  STANARDSVILLE (1987)
 HW0657
 HW0657                         *CURRENT SURVEY CONTROL
 HW0657  ___________________________________________________________________
 HW0657* NAD 83(1986)-  38 21 01.     (N)    078 24 35.     (W)     SCALED    
 HW0657* NAVD 88     -       223.578  (meters)     733.52   (feet)  ADJUSTED  
 HW0657  ___________________________________________________________________
 HW0657  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HW0657  DYNAMIC HT  -         223.425 (meters)     733.02  (feet)  COMP
 HW0657  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HW0657
 HW0657  VERT ORDER  -  SECOND    CLASS 0
 HW0657
 HW0657.The horizontal coordinates were scaled from a topographic map and have
 HW0657.an estimated accuracy of +/- 6 seconds.
 HW0657
 HW0657.The orthometric height was determined by differential leveling
 HW0657.and adjusted by the National Geodetic Survey in June 1991..
 HW0657
 HW0657.The geoid height was determined by GEOID03.
 HW0657
 HW0657.The dynamic height is computed by dividing the NAVD 88
 HW0657.geopotential number by the normal gravity value computed on the
 HW0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0657.degrees latitude (g = 980.6199 gals.).
 HW0657
 HW0657.The modeled gravity was interpolated from observed gravity values.
 HW0657
 HW0657;                    North         East    Units  Estimated Accuracy
 HW0657;SPC VA N     - 2,075,880.    3,507,890.      MT  (+/- 180 meters Scaled)
 HW0657
 HW0657                          SUPERSEDED SURVEY CONTROL
 HW0657
 HW0657  NGVD 29 (??/??/92)  223.779  (m)          734.18   (f) ADJ UNCH    2 0
 HW0657
 HW0657.Superseded values are not recommended for survey control.
 HW0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0657.See file dsdata.txt to determine how the superseded data were derived.
 HW0657
 HW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC263478(NAD 83)
 HW0657_MARKER: Q = CHISELED SQUARE
 HW0657_SETTING: 80 = SET IN A BOULDER
 HW0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0657+STABILITY: SURFACE MOTION
 HW0657
 HW0657  HISTORY     - Date     Condition        Report By
 HW0657  HISTORY     - UNK      MONUMENTED       USGS
 HW0657  HISTORY     - 1935     GOOD             NGS
 HW0657
 HW0657                          STATION DESCRIPTION
 HW0657
 HW0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0657'2 MI SE FROM KINDERHOOK.
 HW0657'ABOUT 2.0 MILES SOUTHEAST ALONG COUNTY ROAD 613 FROM THE POST
 HW0657'OFFICE AT KINDERHOOK, GREENE COUNTY, ABOUT 1.3 MILES NORTHWEST
 HW0657'OF THE JUNCTION OF COUNTY ROAD 612, ABOUT 0.5 MILE SOUTHEAST
 HW0657'OF CONWAY RIVER FORD, IN TIMBER OWNED BY J. CLAR, SOUTHWEST OF
 HW0657'THE ROAD, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1397 ***********************************************************************
 FY1397  DESIGNATION -  737.3
 FY1397  PID         -  FY1397
 FY1397  STATE/COUNTY-  VA/HENRY
 FY1397  USGS QUAD   -  MARTINSVILLE WEST (1984)
 FY1397
 FY1397                         *CURRENT SURVEY CONTROL
 FY1397  ___________________________________________________________________
 FY1397* NAD 83(1986)-  36 43 32.     (N)    079 56 34.     (W)     SCALED    
 FY1397* NAVD 88     -       224.51   (+/-2cm)     736.6    (feet)  VERTCON   
 FY1397  ___________________________________________________________________
 FY1397  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 FY1397
 FY1397  VERT ORDER  -  ? (See Below)
 FY1397
 FY1397.The horizontal coordinates were scaled from a topographic map and have
 FY1397.an estimated accuracy of +/- 6 seconds.
 FY1397
 FY1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY1397.The vertical order pertains to the NGVD 29 superseded value.
 FY1397
 FY1397.The geoid height was determined by GEOID03.
 FY1397
 FY1397;                    North         East    Units  Estimated Accuracy
 FY1397;SPC VA S     - 1,044,510.    3,371,120.      MT  (+/- 180 meters Scaled)
 FY1397
 FY1397                          SUPERSEDED SURVEY CONTROL
 FY1397
 FY1397  NGVD 29 (??/??/92)  224.692  (m)          737.18   (f) ADJ UNCH    ?  
 FY1397
 FY1397.Superseded values are not recommended for survey control.
 FY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1397.See file dsdata.txt to determine how the superseded data were derived.
 FY1397
 FY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA944649(NAD 83)
 FY1397_MARKER: Q = CHISELED SQUARE
 FY1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1397_SP_SET: CULVERT
 FY1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1397
 FY1397  HISTORY     - Date     Condition        Report By
 FY1397  HISTORY     - UNK      MONUMENTED       USGS
 FY1397  HISTORY     - 1935     GOOD             NGS
 FY1397
 FY1397                          STATION DESCRIPTION
 FY1397
 FY1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1397'3.5 MI SE FROM BASSETT.
 FY1397'3.5 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1397'BASSETT, HENRY COUNTY, ABOUT 200 FEET SOUTHEAST OF MILEPOST
 FY1397'60, ON THE SOUTHWEST SIDE OF THE FIRST STONE CULVERT SOUTHEAST
 FY1397'OF THE MILEPOST, AND ABOUT 20 INCHES SOUTHEAST OF THE MIDDLE
 FY1397'OF THE CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0868 ***********************************************************************
 GW0868  DESIGNATION -  738
 GW0868  PID         -  GW0868
 GW0868  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0868  USGS QUAD   -  GLASGOW (1965)
 GW0868
 GW0868                         *CURRENT SURVEY CONTROL
 GW0868  ___________________________________________________________________
 GW0868* NAD 83(1986)-  37 38 42.     (N)    079 26 23.     (W)     SCALED    
 GW0868* NAVD 88     -       224.49   (+/-2cm)     736.5    (feet)  VERTCON   
 GW0868  ___________________________________________________________________
 GW0868  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0868
 GW0868  VERT ORDER  -  ? (See Below)
 GW0868
 GW0868.The horizontal coordinates were scaled from a topographic map and have
 GW0868.an estimated accuracy of +/- 6 seconds.
 GW0868
 GW0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0868.The vertical order pertains to the NGVD 29 superseded value.
 GW0868
 GW0868.The geoid height was determined by GEOID03.
 GW0868
 GW0868;                    North         East    Units  Estimated Accuracy
 GW0868;SPC VA S     - 1,145,980.    3,417,070.      MT  (+/- 180 meters Scaled)
 GW0868
 GW0868                          SUPERSEDED SURVEY CONTROL
 GW0868
 GW0868  NGVD 29 (??/??/92)  224.688  (m)          737.16   (f) ADJ UNCH    ?  
 GW0868
 GW0868.Superseded values are not recommended for survey control.
 GW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0868.See file dsdata.txt to determine how the superseded data were derived.
 GW0868
 GW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB376675(NAD 83)
 GW0868_MARKER: X = CHISELED CROSS
 GW0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0868_SP_SET: CULVERT
 GW0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0868
 GW0868  HISTORY     - Date     Condition        Report By
 GW0868  HISTORY     - UNK      MONUMENTED       NWRR
 GW0868  HISTORY     - 1929     GOOD             NGS
 GW0868  HISTORY     - 1936     MARK NOT FOUND   USE
 GW0868
 GW0868                          STATION DESCRIPTION
 GW0868
 GW0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GW0868'0.6 MI NE FROM GLASGOW.
 GW0868'0.6 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0868'THE STATION AT GLASGOW, ROCKBRIDGE COUNTY, AT VALUATION SURVEY
 GW0868'STATION 2384 + 76, 300 FEET SOUTHWEST OF A CONCRETE BOX CULVERT,
 GW0868'AT A 48-INCH CAST-IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF
 GW0868'THE WEST HEADWALL, AND 17 FEET WEST OF THE CENTERLINE OF THE
 GW0868'TRACK.  A FAINT CHISELED CROSS.
 GW0868
 GW0868                          STATION RECOVERY (1936)
 GW0868
 GW0868'RECOVERY NOTE BY US ENGINEERS 1936
 GW0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5707 ***********************************************************************
 GV5707  DESIGNATION -  74
 GV5707  PID         -  GV5707
 GV5707  STATE/COUNTY-  VA/C OF RICHMOND
 GV5707  USGS QUAD   -  BON AIR (1994)
 GV5707
 GV5707                         *CURRENT SURVEY CONTROL
 GV5707  ___________________________________________________________________
 GV5707* NAD 83(1993)-  37 32 20.64317(N)    077 30 03.88889(W)     ADJUSTED  
 GV5707* NAVD 88     -        27.64   (+/-2cm)      90.7    (feet)  VERTCON   
 GV5707  ___________________________________________________________________
 GV5707  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5707  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5707
 GV5707  HORZ ORDER  -  SECOND
 GV5707  VERT ORDER  -  THIRD ? (See Below)
 GV5707
 GV5707.The horizontal coordinates were established by classical geodetic methods
 GV5707.and adjusted by the National Geodetic Survey in November 1994..
 GV5707
 GV5707.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5707.The vertical order pertains to the NGVD 29 superseded value.
 GV5707
 GV5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5707
 GV5707.The geoid height was determined by GEOID03.
 GV5707
 GV5707;                    North         East     Units Scale Factor Converg.
 GV5707;SPC VA S     - 1,134,274.074 3,588,277.809   MT  0.99994987   +0 36 22.6
 GV5707;SPC VA S     - 3,721,364.19 11,772,541.45   sFT  0.99994987   +0 36 22.6
 GV5707;UTM  18      - 4,157,615.329   279,026.319   MT  1.00020150   -1 31 28.3
 GV5707
 GV5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5707!SPC VA S     -   1.00000083  x   0.99994987  =   0.99995070
 GV5707!UTM  18      -   1.00000083  x   1.00020150  =   1.00020233
 GV5707
 GV5707|---------------------------------------------------------------------|
 GV5707| PID    Reference Object                     Distance      Geod. Az  |
 GV5707|                                                           dddmmss.s |
 GV5707| DC5530 74 RM                                28.809 METERS 05711     |
 GV5707| GV5721 73                                  APPROX. 1.6 KM 3275633.0 |
 GV5707|---------------------------------------------------------------------|
 GV5707
 GV5707                          SUPERSEDED SURVEY CONTROL
 GV5707
 GV5707  NAD 83(1986)-  37 32 20.64937(N)    077 30 03.90568(W) AD(       ) 2
 GV5707  NAD 27      -  37 32 20.12132(N)    077 30 04.95962(W) AD(       ) 2
 GV5707  NGVD 29 (07/19/86)   27.95   (m)           91.7    (f) LEVELING    3  
 GV5707
 GV5707.Superseded values are not recommended for survey control.
 GV5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5707.See file dsdata.txt to determine how the superseded data were derived.
 GV5707
 GV5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7902657615(NAD 83)
 GV5707_MARKER: Z = SEE DESCRIPTION
 GV5707_SETTING: 0 = UNSPECIFIED SETTING
 GV5707
 GV5707  HISTORY     - Date     Condition        Report By
 GV5707  HISTORY     - 1972     MONUMENTED       VA2060
 GV5707  HISTORY     - 19951206 MARK NOT FOUND   USPSQD
 GV5707  HISTORY     - 19991101 MARK NOT FOUND   USPSQD
 GV5707  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5707
 GV5707                          STATION DESCRIPTION
 GV5707
 GV5707'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5707'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5707'ON WESTOVER HILLS BLVD., THENCE NORTH ON WESTOVER HILLS BLVD. 0.05
 GV5707'MILE TO INTERSECTION WITH FOREST HILL AVE., THENCE WEST ON FOREST
 GV5707'HILL AVE. 1.50 MILES TO PRIVATE ENTRANCE TO WILLOW OAKS COUNTRY
 GV5707'CLUB, THENCE NORTH ON PAVED ENTRANCE 0.10 MILE TO DIRT SERVICE ROAD,
 GV5707'THENCE NORTHEAST ON SERVICE ROAD 0.60 MILE TO POINT NO. 74.
 GV5707'POINT NO. 74 IS LOCATED IN CENTER OF SERVICE ROAD NEAR 16TH HOLE.
 GV5707'
 GV5707'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5707'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5707'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5707'ABOUT 8 INCHES BELOW GROUND.  TOP OF CASING IS ABOUT 2 INCHES BELOW
 GV5707'GROUND.
 GV5707'
 GV5707'97.3 FEET W. OF 36 INCHES TWIN OAK TREE, 37.0 FEET N. E. END OF 12
 GV5707'INCH GALVANIZED PIPE UNDER SER. ROAD, 62.9 FEET E. OF S. W. END OF
 GV5707'12 INCH GALVANIZED PIPE UNDER SER. ROAD.
 GV5707'
 GV5707'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5707'CENTER OF PIN, SET FLUSH TO GROUND.  3.5 FEET N. W. OF 36 INCH TWIN
 GV5707'OAK TREE, 65.3 FEET S. OF 12 INCH PINOAK TREE, 16.0 FEET N. OF C/L
 GV5707'OF SERVICE ROAD.
 GV5707'
 GV5707'DISTANCE BETWEEN PT. 74 AND R. M. IS 94.53 FT., 28.809 M.
 GV5707'
 GV5707'NEAREST TOWN--RICHMOND.
 GV5707
 GV5707                          STATION RECOVERY (1995)
 GV5707
 GV5707'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5707'MARK NOT FOUND.
 GV5707
 GV5707                          STATION RECOVERY (1999)
 GV5707
 GV5707'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5707'MARK NOT FOUND.
 GV5707
 GV5707                          STATION RECOVERY (2004)
 GV5707
 GV5707'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1201 ***********************************************************************
 GV1201  DESIGNATION -  74 C OF R
 GV1201  PID         -  GV1201
 GV1201  STATE/COUNTY-  VA/RICHMOND
 GV1201  USGS QUAD   -  RICHMOND (1994)
 GV1201
 GV1201                         *CURRENT SURVEY CONTROL
 GV1201  ___________________________________________________________________
 GV1201* NAD 83(1986)-  37 33 35.     (N)    077 27 55.     (W)     SCALED    
 GV1201* NAVD 88     -        62.857  (meters)     206.22   (feet)  ADJUSTED  
 GV1201  ___________________________________________________________________
 GV1201  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV1201  DYNAMIC HT  -          62.814 (meters)     206.08  (feet)  COMP
 GV1201  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 GV1201
 GV1201  VERT ORDER  -  FIRST     CLASS II
 GV1201
 GV1201.The horizontal coordinates were scaled from a topographic map and have
 GV1201.an estimated accuracy of +/- 6 seconds.
 GV1201
 GV1201.The orthometric height was determined by differential leveling
 GV1201.and adjusted by the National Geodetic Survey in June 1991..
 GV1201
 GV1201.The geoid height was determined by GEOID03.
 GV1201
 GV1201.The dynamic height is computed by dividing the NAVD 88
 GV1201.geopotential number by the normal gravity value computed on the
 GV1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1201.degrees latitude (g = 980.6199 gals.).
 GV1201
 GV1201.The modeled gravity was interpolated from observed gravity values.
 GV1201
 GV1201;                    North         East    Units  Estimated Accuracy
 GV1201;SPC VA S     - 1,136,600.    3,591,420.      MT  (+/- 180 meters Scaled)
 GV1201
 GV1201                          SUPERSEDED SURVEY CONTROL
 GV1201
 GV1201  NGVD 29 (??/??/??)   63.165  (m)          207.23   (f) ADJUSTED    1 2
 GV1201
 GV1201.Superseded values are not recommended for survey control.
 GV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1201.See file dsdata.txt to determine how the superseded data were derived.
 GV1201
 GV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG822598(NAD 83)
 GV1201_MARKER: B = BOLT
 GV1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1201_SP_SET: WELL
 GV1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1201
 GV1201  HISTORY     - Date     Condition        Report By
 GV1201  HISTORY     - UNK      MONUMENTED       VA2060
 GV1201  HISTORY     - 1958     GOOD             CGS
 GV1201  HISTORY     - 1988     GOOD             USPSQD
 GV1201  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1201  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV1201  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 GV1201
 GV1201                          STATION DESCRIPTION
 GV1201
 GV1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1201'AT RICHMOND.
 GV1201'AT RICHMOND, HENRICO COUNTY, AT THE CENTER OF BROAD STREET, AND
 GV1201'350 FEET EAST OF DAVIS AVENUE.  THE TOP OF A BOLT, SET IN A
 GV1201'SMALL CAST-IRON WELL.
 GV1201
 GV1201                          STATION RECOVERY (1988)
 GV1201
 GV1201'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV1201'RECOVERED IN GOOD CONDITION.
 GV1201
 GV1201                          STATION RECOVERY (1999)
 GV1201
 GV1201'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1201'MARK NOT FOUND.
 GV1201
 GV1201                          STATION RECOVERY (2003)
 GV1201
 GV1201'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1201'MARK NOT FOUND.
 GV1201
 GV1201                          STATION RECOVERY (2005)
 GV1201
 GV1201'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1201'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1014 ***********************************************************************
 GW1014  DESIGNATION -  740.3
 GW1014  PID         -  GW1014
 GW1014  STATE/COUNTY-  VA/AMHERST
 GW1014  USGS QUAD   -  AMHERST (1978)
 GW1014
 GW1014                         *CURRENT SURVEY CONTROL
 GW1014  ___________________________________________________________________
 GW1014* NAD 83(1986)-  37 35 23.     (N)    079 02 39.     (W)     SCALED    
 GW1014* NAVD 88     -       225.434  (meters)     739.61   (feet)  ADJUSTED  
 GW1014  ___________________________________________________________________
 GW1014  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW1014  DYNAMIC HT  -         225.267 (meters)     739.06  (feet)  COMP
 GW1014  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 GW1014
 GW1014  VERT ORDER  -  SECOND    CLASS 0
 GW1014
 GW1014.The horizontal coordinates were scaled from a topographic map and have
 GW1014.an estimated accuracy of +/- 6 seconds.
 GW1014
 GW1014.The orthometric height was determined by differential leveling
 GW1014.and adjusted by the National Geodetic Survey in June 1991..
 GW1014
 GW1014.The geoid height was determined by GEOID03.
 GW1014
 GW1014.The dynamic height is computed by dividing the NAVD 88
 GW1014.geopotential number by the normal gravity value computed on the
 GW1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1014.degrees latitude (g = 980.6199 gals.).
 GW1014
 GW1014.The modeled gravity was interpolated from observed gravity values.
 GW1014
 GW1014;                    North         East    Units  Estimated Accuracy
 GW1014;SPC VA S     - 1,139,570.    3,451,940.      MT  (+/- 180 meters Scaled)
 GW1014
 GW1014                          SUPERSEDED SURVEY CONTROL
 GW1014
 GW1014  NGVD 29 (??/??/92)  225.645  (m)          740.30   (f) ADJ UNCH    2 0
 GW1014
 GW1014.Superseded values are not recommended for survey control.
 GW1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1014.See file dsdata.txt to determine how the superseded data were derived.
 GW1014
 GW1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB726620(NAD 83)
 GW1014_MARKER: Q = CHISELED SQUARE
 GW1014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1014_SP_SET: STEPS
 GW1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1014
 GW1014  HISTORY     - Date     Condition        Report By
 GW1014  HISTORY     - UNK      MONUMENTED       USGS
 GW1014  HISTORY     - 1935     GOOD             NGS
 GW1014
 GW1014                          STATION DESCRIPTION
 GW1014
 GW1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1014'0.6 MI NE FROM AMHERST.
 GW1014'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE COUNTY
 GW1014'COURTHOUSE AT AMHERST, ON THE EAST SIDE OF THE HIGHWAY, 8 FEET
 GW1014'WEST OF A STONE WALL SURROUNDING THE YARD OF THE MEEK HOUSE, AT
 GW1014'THE WEST EDGE OF A DIRT WALK, AND ON THE TOP OF THE NORTHWEST
 GW1014'CORNER OF THE CONCRETE WALK TO THE STEPS OF THE HOUSE.  A CHISELED
 GW1014'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0869 ***********************************************************************
 GW0869  DESIGNATION -  744
 GW0869  PID         -  GW0869
 GW0869  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0869  USGS QUAD   -  GLASGOW (1965)
 GW0869
 GW0869                         *CURRENT SURVEY CONTROL
 GW0869  ___________________________________________________________________
 GW0869* NAD 83(1986)-  37 40 00.     (N)    079 26 34.     (W)     SCALED    
 GW0869* NAVD 88     -       226.09   (+/-2cm)     741.8    (feet)  VERTCON   
 GW0869  ___________________________________________________________________
 GW0869  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0869
 GW0869  VERT ORDER  -  ? (See Below)
 GW0869
 GW0869.The horizontal coordinates were scaled from a topographic map and have
 GW0869.an estimated accuracy of +/- 6 seconds.
 GW0869
 GW0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0869.The vertical order pertains to the NGVD 29 superseded value.
 GW0869
 GW0869.The geoid height was determined by GEOID03.
 GW0869
 GW0869;                    North         East    Units  Estimated Accuracy
 GW0869;SPC VA S     - 1,148,380.    3,416,830.      MT  (+/- 180 meters Scaled)
 GW0869
 GW0869                          SUPERSEDED SURVEY CONTROL
 GW0869
 GW0869  NGVD 29 (??/??/92)  226.281  (m)          742.39   (f) ADJ UNCH    ?  
 GW0869
 GW0869.Superseded values are not recommended for survey control.
 GW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0869.See file dsdata.txt to determine how the superseded data were derived.
 GW0869
 GW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB373699(NAD 83)
 GW0869_MARKER: X = CHISELED CROSS
 GW0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0869_SP_SET: BRIDGE
 GW0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0869
 GW0869  HISTORY     - Date     Condition        Report By
 GW0869  HISTORY     - UNK      MONUMENTED       NWRR
 GW0869  HISTORY     - 1929     GOOD             NGS
 GW0869
 GW0869                          STATION DESCRIPTION
 GW0869
 GW0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GW0869'2.5 MI NE FROM GLASGOW.
 GW0869'2.5 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0869'THE STATION AT GLASGOW, ROCKBRIDGE COUNTY, 0.5 MILE SOUTHWEST OF
 GW0869'MILEPOST 192, AT BRIDGE 430 OVER A ROAD, ON THE TOP OF THE SOUTHEAST
 GW0869'END OF THE NORTHEAST BACKWALL, AND 10-1/2 FEET SOUTHEAST OF THE
 GW0869'CENTERLINE OF THE TRACK.  A CHISELED SQUARE.  NOTE-- IT WAS
 GW0869'REPORTED IN JUNE 1936 BY A SURVEY MAN OF THE U.S. ENGINEER OFFICE
 GW0869'AT NORFOLK THAT THE BRIDGE ON WHICH THIS MARK IS LOCATED HAS
 GW0869'BEEN RAISED SINCE THE ORIGINAL BENCH MARK WAS ESTABLISHED AND
 GW0869'THE ELEVATION OF THE CHISELED SQUARE IS NOW 745.09 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5592 ***********************************************************************
 GV5592  DESIGNATION -  75 C OF R 1972
 GV5592  PID         -  GV5592
 GV5592  STATE/COUNTY-  VA/C OF RICHMOND
 GV5592  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5592
 GV5592                         *CURRENT SURVEY CONTROL
 GV5592  ___________________________________________________________________
 GV5592* NAD 83(1993)-  37 29 40.40135(N)    077 29 08.74638(W)     ADJUSTED  
 GV5592* NAVD 88     -        63.53   (+/-2cm)     208.4    (feet)  VERTCON   
 GV5592  ___________________________________________________________________
 GV5592  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5592  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5592
 GV5592  HORZ ORDER  -  SECOND
 GV5592  VERT ORDER  -  THIRD ? (See Below)
 GV5592
 GV5592.The horizontal coordinates were established by classical geodetic methods
 GV5592.and adjusted by the National Geodetic Survey in September 1995..
 GV5592
 GV5592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5592.The vertical order pertains to the NGVD 29 superseded value.
 GV5592
 GV5592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5592
 GV5592.The geoid height was determined by GEOID03.
 GV5592
 GV5592;                    North         East     Units Scale Factor Converg.
 GV5592;SPC VA S     - 1,129,348.819 3,589,684.476   MT  0.99994785   +0 36 56.0
 GV5592;SPC VA S     - 3,705,205.25 11,777,156.49   sFT  0.99994785   +0 36 56.0
 GV5592;UTM  18      - 4,152,639.954   280,249.260   MT  1.00019486   -1 30 49.2
 GV5592
 GV5592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5592!SPC VA S     -   0.99999521  x   0.99994785  =   0.99994306
 GV5592!UTM  18      -   0.99999521  x   1.00019486  =   1.00019007
 GV5592
 GV5592:                Primary Azimuth Mark                     Grid Az
 GV5592:SPC VA S     -  24 C OF R 1972                           052 27 38.0
 GV5592:UTM  18      -  24 C OF R 1972                           054 35 23.2
 GV5592
 GV5592|---------------------------------------------------------------------|
 GV5592| PID    Reference Object                     Distance      Geod. Az  |
 GV5592|                                                           dddmmss.s |
 GV5592| GV5578 24 C OF R 1972                      APPROX. 0.8 KM 0530434.0 |
 GV5592| GV5602 76 C OF R 1972                      APPROX. 0.5 KM 3211930.5 |
 GV5592|---------------------------------------------------------------------|
 GV5592
 GV5592                          SUPERSEDED SURVEY CONTROL
 GV5592
 GV5592  NAD 83(1993)-  37 29 40.40134(N)    077 29 08.74641(W) AD(       ) 2
 GV5592  NAD 83(1986)-  37 29 40.40773(N)    077 29 08.76333(W) AD(       ) 2
 GV5592  NAD 27      -  37 29 39.87721(N)    077 29 09.81658(W) AD(       ) 2
 GV5592  NGVD 29 (07/19/86)   63.84   (m)          209.4    (f) LEVELING    3  
 GV5592
 GV5592.Superseded values are not recommended for survey control.
 GV5592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5592.See file dsdata.txt to determine how the superseded data were derived.
 GV5592
 GV5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8024952640(NAD 83)
 GV5592_MARKER: Z = SEE DESCRIPTION
 GV5592_SETTING: 0 = UNSPECIFIED SETTING
 GV5592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5592+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 GV5592
 GV5592  HISTORY     - Date     Condition        Report By
 GV5592  HISTORY     - 1972     MONUMENTED       VA2060
 GV5592  HISTORY     - 19951117 GOOD             USPSQD
 GV5592  HISTORY     - 19991023 GOOD             USPSQD
 GV5592  HISTORY     - 20031120 GOOD             USPSQD
 GV5592  HISTORY     - 20050211 GOOD             USPSQD
 GV5592
 GV5592                          STATION DESCRIPTION
 GV5592
 GV5592'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5592'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH,
 GV5592'LOCATED ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60
 GV5592'MILES TO HULL STREET RD., THENCE WEST ON HULL STREET RD. 0.85 MILE
 GV5592'TO POINT NO. 75.
 GV5592'
 GV5592'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5592'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5592'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5592'8 INCHES BELOW GROUND.
 GV5592'
 GV5592'7.7 N. W. OF VEPCO POLE NO. 97053, 23.8 FEET N. W. OF THE E. P. OF
 GV5592'THE WESTBOUND LANE OF HULL STREET RD., 25.6 FEET S. W. OF A 12 INCH
 GV5592'OAK TREE, LOCATED ON THE C/L OF CIRCLEWOOD DR. EXTENDED.
 GV5592'
 GV5592'NEAREST TOWN--RICHMOND.
 GV5592
 GV5592                          STATION RECOVERY (1995)
 GV5592
 GV5592'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5592'RECOVERED IN GOOD CONDITION.
 GV5592
 GV5592                          STATION RECOVERY (1999)
 GV5592
 GV5592'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5592'RECOVERED IN GOOD CONDITION.
 GV5592
 GV5592                          STATION RECOVERY (2003)
 GV5592
 GV5592'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5592'RECOVERED IN GOOD CONDITION.
 GV5592
 GV5592                          STATION RECOVERY (2005)
 GV5592
 GV5592'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0399 ***********************************************************************
 HW0399  DESIGNATION -  75 SOURR
 HW0399  PID         -  HW0399
 HW0399  STATE/COUNTY-  VA/CULPEPER
 HW0399  USGS QUAD   -  RAPIDAN (1984)
 HW0399
 HW0399                         *CURRENT SURVEY CONTROL
 HW0399  ___________________________________________________________________
 HW0399* NAD 83(1986)-  38 22 11.     (N)    078 01 56.     (W)     SCALED    
 HW0399* NAVD 88     -       105.150  (meters)     344.98   (feet)  ADJUSTED  
 HW0399  ___________________________________________________________________
 HW0399  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW0399  DYNAMIC HT  -         105.086 (meters)     344.77  (feet)  COMP
 HW0399  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 HW0399
 HW0399  VERT ORDER  -  SECOND    CLASS 0
 HW0399
 HW0399.The horizontal coordinates were scaled from a topographic map and have
 HW0399.an estimated accuracy of +/- 6 seconds.
 HW0399
 HW0399.The orthometric height was determined by differential leveling
 HW0399.and adjusted by the National Geodetic Survey in June 1991..
 HW0399
 HW0399.The geoid height was determined by GEOID03.
 HW0399
 HW0399.The dynamic height is computed by dividing the NAVD 88
 HW0399.geopotential number by the normal gravity value computed on the
 HW0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0399.degrees latitude (g = 980.6199 gals.).
 HW0399
 HW0399.The modeled gravity was interpolated from observed gravity values.
 HW0399
 HW0399;                    North         East    Units  Estimated Accuracy
 HW0399;SPC VA N     - 2,078,140.    3,540,880.      MT  (+/- 180 meters Scaled)
 HW0399
 HW0399                          SUPERSEDED SURVEY CONTROL
 HW0399
 HW0399  NGVD 29 (??/??/92)  105.400  (m)          345.80   (f) ADJ UNCH    2 0
 HW0399
 HW0399.Superseded values are not recommended for survey control.
 HW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0399.See file dsdata.txt to determine how the superseded data were derived.
 HW0399
 HW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC592510(NAD 83)
 HW0399_MARKER: P = PIPE CAP
 HW0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0399_STAMPING: 75
 HW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0399+STABILITY: SURFACE MOTION
 HW0399
 HW0399  HISTORY     - Date     Condition        Report By
 HW0399  HISTORY     - UNK      MONUMENTED       SOURR
 HW0399  HISTORY     - 1934     GOOD             NGS
 HW0399  HISTORY     - 1961     MARK NOT FOUND   USGS
 HW0399  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0399  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HW0399
 HW0399                          STATION DESCRIPTION
 HW0399
 HW0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0399'0.6 MI S FROM MITCHELL.
 HW0399'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HW0399'AT MITCHELL, CULPEPER COUNTY, ABOUT 350 FEET NORTH OF MILEPOST
 HW0399'75, ABOUT 110 FEET SOUTH OF A DIRT-ROAD CROSSING, AND ABOUT 3 YARDS
 HW0399'WEST OF THE TRACK.  A COPPER PLUG, STAMPED 75 AND SET IN THE TOP
 HW0399'OF A CONCRETE POST.
 HW0399
 HW0399                          STATION RECOVERY (1961)
 HW0399
 HW0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HW0399'MARK NOT FOUND.
 HW0399
 HW0399                          STATION RECOVERY (1984)
 HW0399
 HW0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0399'NOT RECOVERED, NO CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION,
 HW0399'THE AREA HAS BEEN GRADED AND MARK SHOULD BE CONSIDERED DESTROYED.
 HW0399
 HW0399                          STATION RECOVERY (2001)
 HW0399
 HW0399'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1811 ***********************************************************************
 GV1811  DESIGNATION -  75 USGS
 GV1811  PID         -  GV1811
 GV1811  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1811  USGS QUAD   -  SAVEDGE (1974)
 GV1811
 GV1811                         *CURRENT SURVEY CONTROL
 GV1811  ___________________________________________________________________
 GV1811* NAD 83(1986)-  37 12 52.     (N)    077 04 30.     (W)     SCALED    
 GV1811* NAVD 88     -        22.459  (meters)      73.68   (feet)  ADJUSTED  
 GV1811  ___________________________________________________________________
 GV1811  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GV1811  DYNAMIC HT  -          22.443 (meters)      73.63  (feet)  COMP
 GV1811  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 GV1811
 GV1811  VERT ORDER  -  SECOND    CLASS 0
 GV1811
 GV1811.The horizontal coordinates were scaled from a topographic map and have
 GV1811.an estimated accuracy of +/- 6 seconds.
 GV1811
 GV1811.The orthometric height was determined by differential leveling
 GV1811.and adjusted by the National Geodetic Survey in June 1991..
 GV1811
 GV1811.The geoid height was determined by GEOID03.
 GV1811
 GV1811.The dynamic height is computed by dividing the NAVD 88
 GV1811.geopotential number by the normal gravity value computed on the
 GV1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1811.degrees latitude (g = 980.6199 gals.).
 GV1811
 GV1811.The modeled gravity was interpolated from observed gravity values.
 GV1811
 GV1811;                    North         East    Units  Estimated Accuracy
 GV1811;SPC VA S     - 1,098,740.    3,626,470.      MT  (+/- 180 meters Scaled)
 GV1811
 GV1811                          SUPERSEDED SURVEY CONTROL
 GV1811
 GV1811  NGVD 29 (??/??/??)   22.807  (m)           74.83   (f) ADJUSTED    2 0
 GV1811
 GV1811.Superseded values are not recommended for survey control.
 GV1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1811.See file dsdata.txt to determine how the superseded data were derived.
 GV1811
 GV1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG158206(NAD 83)
 GV1811_MARKER: P = PIPE CAP
 GV1811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1811_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1811_STAMPING: VA 75 1917
 GV1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1811
 GV1811  HISTORY     - Date     Condition        Report By
 GV1811  HISTORY     - 1917     MONUMENTED       USGS
 GV1811  HISTORY     - 1961     GOOD             CGS
 GV1811  HISTORY     - 19980506 GOOD             USPSQD
 GV1811
 GV1811                          STATION DESCRIPTION
 GV1811
 GV1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1811'0.5 MI SE FROM BURROWSVILLE.
 GV1811'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE EAST JUNCTION
 GV1811'OF SECONDARY STATE HIGHWAY 616 AT BURROWSVILLE, PRINCE GEORGE
 GV1811'COUNTY, NEAR THE JUNCTION OF SECONDARY STATE HIGHWAY 611 LEADING
 GV1811'NORTHEAST, AT THE JUNCTION OF A PRIVATE DRIVE LEADING SOUTHWEST
 GV1811'TO A HOUSE, 76 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE,
 GV1811'28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE NORTH
 GV1811'CORNER OF A YARD, 8 FEET SOUTHWEST OF POLE 230, AND 1 FOOT
 GV1811'SOUTHEAST OF THE WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GV1811'STANDARD CAP, STAMPED VA 75 1917 AND RIVETED ON THE TOP OF AN
 GV1811'IRON PIPE.  NOTE-- HIGHWAY 616 IS NOW 1201.
 GV1811
 GV1811                          STATION RECOVERY (1998)
 GV1811
 GV1811'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4630 ***********************************************************************
 HV4630  DESIGNATION -  750
 HV4630  PID         -  HV4630
 HV4630  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4630  USGS QUAD   -  ALEXANDRIA (1994)
 HV4630
 HV4630                         *CURRENT SURVEY CONTROL
 HV4630  ___________________________________________________________________
 HV4630* NAD 83(1993)-  38 47 25.99047(N)    077 02 22.46385(W)     ADJUSTED  
 HV4630* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV4630  ___________________________________________________________________
 HV4630  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV4630  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV4630
 HV4630  HORZ ORDER  -  SECOND
 HV4630
 HV4630.The horizontal coordinates were established by classical geodetic methods
 HV4630.and adjusted by the National Geodetic Survey in November 1994..
 HV4630
 HV4630.The orthometric height was scaled from a topographic map.
 HV4630
 HV4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4630
 HV4630.The geoid height was determined by GEOID03.
 HV4630
 HV4630;                    North         East     Units Scale Factor Converg.
 HV4630;SPC VA N     - 2,125,759.870 3,626,872.322   MT  0.99995293   +0 54 41.3
 HV4630;SPC VA N     - 6,974,263.84 11,899,163.61   sFT  0.99995293   +0 54 41.3
 HV4630;SPC MD       -   124,756.654   396,561.993   MT  0.99995095   -0 01 29.4
 HV4630;SPC MD       -   409,305.79  1,301,053.81   sFT  0.99995095   -0 01 29.4
 HV4630;UTM  18      - 4,295,510.057   322,862.144   MT  0.99998640   -1 16 41.1
 HV4630
 HV4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4630!SPC VA N     -   1.00000478  x   0.99995293  =   0.99995771
 HV4630!SPC MD       -   1.00000478  x   0.99995095  =   0.99995573
 HV4630!UTM  18      -   1.00000478  x   0.99998640  =   0.99999118
 HV4630
 HV4630                          SUPERSEDED SURVEY CONTROL
 HV4630
 HV4630  NAD 83(1993)-  38 47 25.98877(N)    077 02 22.46527(W) AD(       ) 2
 HV4630  NAD 83(1986)-  38 47 25.98890(N)    077 02 22.47674(W) AD(       ) 2
 HV4630  NAD 27      -  38 47 25.58077(N)    077 02 23.55803(W) AD(       ) 2
 HV4630
 HV4630.Superseded values are not recommended for survey control.
 HV4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4630.See file dsdata.txt to determine how the superseded data were derived.
 HV4630
 HV4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2286295510(NAD 83)
 HV4630_MARKER: Z = SEE DESCRIPTION
 HV4630_SETTING: 0 = UNSPECIFIED SETTING
 HV4630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV4630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4630
 HV4630  HISTORY     - Date     Condition        Report By
 HV4630  HISTORY     - 1957     MONUMENTED       USE
 HV4630  HISTORY     - 19910101 GOOD             MDDNR
 HV4630  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4630
 HV4630                          STATION DESCRIPTION
 HV4630
 HV4630'DESCRIBED BY US ENGINEERS 1957 (FAR)
 HV4630'STATION IS APPROXIMATELY 2 MILES SOUTHEAST OF THE GEORGE
 HV4630'WASHINGTON MASONIC MEMORIAL IN ALEXANDRIA, AT THE EXTREME
 HV4630'END OF JONES POINT, ON PROPERTY OF THE U.S. NAVAL RESERVE
 HV4630'TRAINING CENTER AND IN THE APPROXIMATE CENTER OF THE JONES
 HV4630'POINT LIGHT TOWER.  THE LIGHT ON THIS TOWER IS TRIANGULATION
 HV4630'STATION JONES 1928.
 HV4630'
 HV4630'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HV4630'JONES 2, DISTANCE BEING 49.99 FEET (15.237 METERS) EAST-NORTHEAST
 HV4630'OF STATION JONES 2.  THE MARK, A U.S. ENGINEERS DEPARTMENT
 HV4630'STATION MARK, STAMPED 750, IS A IRON CAP SET IN CONCRETE
 HV4630'15 INCHES IN DIAMETER WHICH IS FLUSH WITH THE SURFACE
 HV4630'OF THE GROUND.
 HV4630
 HV4630                          STATION RECOVERY (1991)
 HV4630
 HV4630'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV4630'RECOVERED CONCRETE MASS AT APPROXIMATE CENTER OF OLD BASES FOR LEGS OF
 HV4630'OLD TOWER FOR LIGHT.  THERE WAS NO DISC AND THE PIPE APPEARED TO HAVE
 HV4630'BEEN CUT OFF FLUSH WITH THE CONCRETE.  IN QUAD 3807711-20136.
 HV4630
 HV4630                          STATION RECOVERY (1996)
 HV4630
 HV4630'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1583 ***********************************************************************
 GW1583  DESIGNATION -  751
 GW1583  PID         -  GW1583
 GW1583  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1583  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1583
 GW1583                         *CURRENT SURVEY CONTROL
 GW1583  ___________________________________________________________________
 GW1583* NAD 83(1986)-  37 36 30.     (N)    079 32 34.     (W)     SCALED    
 GW1583* NAVD 88     -       228.704  (meters)     750.34   (feet)  ADJUSTED  
 GW1583  ___________________________________________________________________
 GW1583  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW1583  DYNAMIC HT  -         228.524 (meters)     749.75  (feet)  COMP
 GW1583  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 GW1583
 GW1583  VERT ORDER  -  FIRST     CLASS II
 GW1583
 GW1583.The horizontal coordinates were scaled from a topographic map and have
 GW1583.an estimated accuracy of +/- 6 seconds.
 GW1583
 GW1583.The orthometric height was determined by differential leveling
 GW1583.and adjusted by the National Geodetic Survey in June 1991..
 GW1583
 GW1583.The geoid height was determined by GEOID03.
 GW1583
 GW1583.The dynamic height is computed by dividing the NAVD 88
 GW1583.geopotential number by the normal gravity value computed on the
 GW1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1583.degrees latitude (g = 980.6199 gals.).
 GW1583
 GW1583.The modeled gravity was interpolated from observed gravity values.
 GW1583
 GW1583;                    North         East    Units  Estimated Accuracy
 GW1583;SPC VA S     - 1,142,000.    3,407,930.      MT  (+/- 180 meters Scaled)
 GW1583
 GW1583                          SUPERSEDED SURVEY CONTROL
 GW1583
 GW1583  NGVD 29 (??/??/92)  228.914  (m)          751.03   (f) ADJ UNCH    1 2
 GW1583
 GW1583.Superseded values are not recommended for survey control.
 GW1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1583.See file dsdata.txt to determine how the superseded data were derived.
 GW1583
 GW1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB286633(NAD 83)
 GW1583_MARKER: DD = SURVEY DISK
 GW1583_SETTING: 66 = SET IN ROCK OUTCROP
 GW1583_SP_SET: OUTCROP
 GW1583_STAMPING: 751 751.029 1903 ADJ
 GW1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1583+STABILITY: POSITION/ELEVATION WELL
 GW1583
 GW1583  HISTORY     - Date     Condition        Report By
 GW1583  HISTORY     - 1903     MONUMENTED       USGS
 GW1583  HISTORY     - 1958     GOOD             NGS
 GW1583
 GW1583                          STATION DESCRIPTION
 GW1583
 GW1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1583'AT GILMORE MILLS.
 GW1583'AT GILMORE MILLS, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ON
 GW1583'TOP OF A ROCK WALL, 134 FEET EAST OF THE EAST SIDE OF THE
 GW1583'STATION, 24.3 FEET NORTH OF THE NORTH RAIL, 28 1/2 FEET NORTHWEST
 GW1583'OF THE NORTHWEST CORNER OF BRIDGE NO. 181.1 OVER CEDAR CREEK,
 GW1583'25.2 FEET WEST OF THE WEST EDGE OF THE BACK WALL OF THE ABOVE
 GW1583'BRIDGE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1047 ***********************************************************************
 GW1047  DESIGNATION -  751 USGS
 GW1047  PID         -  GW1047
 GW1047  STATE/COUNTY-  VA/PITTSYLVANIA
 GW1047  USGS QUAD   -  ALTAVISTA (1978)
 GW1047
 GW1047                         *CURRENT SURVEY CONTROL
 GW1047  ___________________________________________________________________
 GW1047* NAD 83(1986)-  37 01 17.     (N)    079 21 26.     (W)     SCALED    
 GW1047* NAVD 88     -       228.606  (meters)     750.02   (feet)  POSTED    
 GW1047  ___________________________________________________________________
 GW1047  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GW1047  DYNAMIC HT  -         228.420 (meters)     749.41  (feet)  COMP
 GW1047  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 GW1047
 GW1047  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1047
 GW1047.The horizontal coordinates were scaled from a topographic map and have
 GW1047.an estimated accuracy of +/- 6 seconds.
 GW1047
 GW1047.The orthometric height was determined by differential leveling
 GW1047.and adjusted by the National Geodetic Survey in 1992..
 GW1047.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1047.rate of 2.1 thru 3.0 mm/km.
 GW1047
 GW1047.The geoid height was determined by GEOID03.
 GW1047
 GW1047.The dynamic height is computed by dividing the NAVD 88
 GW1047.geopotential number by the normal gravity value computed on the
 GW1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1047.degrees latitude (g = 980.6199 gals.).
 GW1047
 GW1047.The modeled gravity was interpolated from observed gravity values.
 GW1047
 GW1047;                    North         East    Units  Estimated Accuracy
 GW1047;SPC VA S     - 1,076,700.    3,423,720.      MT  (+/- 180 meters Scaled)
 GW1047
 GW1047                          SUPERSEDED SURVEY CONTROL
 GW1047
 GW1047  NGVD 29 (??/??/92)  228.867  (m)          750.87   (f) ADJ UNCH    1 2
 GW1047
 GW1047.Superseded values are not recommended for survey control.
 GW1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1047.See file dsdata.txt to determine how the superseded data were derived.
 GW1047
 GW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA461985(NAD 83)
 GW1047_MARKER: DD = SURVEY DISK
 GW1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1047_SP_SET: CHIMNEY
 GW1047_STAMPING: 750.884 ADJ 1903
 GW1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1047
 GW1047  HISTORY     - Date     Condition        Report By
 GW1047  HISTORY     - 1903     MONUMENTED       USGS
 GW1047  HISTORY     - 1964     GOOD             NGS
 GW1047  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1047
 GW1047                          STATION DESCRIPTION
 GW1047
 GW1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1047'0.2 MI S FROM SYCAMORE.
 GW1047'ABOUT 0.2 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM SYCAMORE,
 GW1047'PITTSYLVANIA COUNTY, ABOUT 706 YARDS SOUTH OF MILEPOST 203, ABOUT
 GW1047'204 FEET EAST OF U.S. HIGHWAY 29, IN THE NORTH SIDE OF THE NORTH
 GW1047'STONE CHIMNEY OF A HOUSE, ABOUT 90 FEET WEST OF THE WEST RAIL OF
 GW1047'THE SOUTH-BOUND MAIN TRACK, 14 FEET HIGHER THAN THE TOP OF THE
 GW1047'RAIL, AND ABOUT 5 FEET HIGHER THAN THE GROUND.  A UNITED STATES
 GW1047'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 750.884 ADJ 1903 AND
 GW1047'SET VERTICALLY.
 GW1047
 GW1047                          STATION RECOVERY (1983)
 GW1047
 GW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1047'NOT RECOVERED. A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 GW1047'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9050 ***********************************************************************
 HV9050  DESIGNATION -  75.3 RESET
 HV9050  PID         -  HV9050
 HV9050  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV9050  USGS QUAD   -  FREDERICKSBURG (1994)
 HV9050
 HV9050                         *CURRENT SURVEY CONTROL
 HV9050  ___________________________________________________________________
 HV9050* NAD 83(1986)-  38 15 09.     (N)    077 25 33.     (W)     SCALED    
 HV9050* NAVD 88     -        22.349  (meters)      73.32   (feet)  ADJUSTED  
 HV9050  ___________________________________________________________________
 HV9050  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV9050  DYNAMIC HT  -          22.336 (meters)      73.28  (feet)  COMP
 HV9050  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 HV9050
 HV9050  VERT ORDER  -  THIRD
 HV9050
 HV9050.The horizontal coordinates were scaled from a topographic map and have
 HV9050.an estimated accuracy of +/- 6 seconds.
 HV9050
 HV9050.The orthometric height was determined by differential leveling
 HV9050.and adjusted by the National Geodetic Survey in November 1999..
 HV9050
 HV9050.The geoid height was determined by GEOID03.
 HV9050
 HV9050.The dynamic height is computed by dividing the NAVD 88
 HV9050.geopotential number by the normal gravity value computed on the
 HV9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9050.degrees latitude (g = 980.6199 gals.).
 HV9050
 HV9050.The modeled gravity was interpolated from observed gravity values.
 HV9050
 HV9050;                    North         East    Units  Estimated Accuracy
 HV9050;SPC VA N     - 2,065,580.    3,594,020.      MT  (+/- 180 meters Scaled)
 HV9050
 HV9050                          SUPERSEDED SURVEY CONTROL
 HV9050
 HV9050.No superseded survey control is available for this station.
 HV9050
 HV9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH877366(NAD 83)
 HV9050_MARKER: Q = CHISELED SQUARE
 HV9050_SETTING: 0 = UNSPECIFIED SETTING
 HV9050_MARK LOGO: NONE  
 HV9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9050
 HV9050  HISTORY     - Date     Condition        Report By
 HV9050  HISTORY     - UNK      MONUMENTED       USGS
 HV9050
 HV9050                          STATION DESCRIPTION
 HV9050
 HV9050'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 HV9050'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV9050'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV9050'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV9050'JUNCTION OF US HIGHWAY 17 AT NEW POST.  CONTINUE NORTH ON STATE ROUTE
 HV9050'2 FOR 1.95 MI (3.14 KM) TO THE JUNCTION OF STATE ROUTE 608 (BENCHMARK
 HV9050'ROAD) TO THE LEFT AND THE MARK ON THE LEFT IN THE SOUTHWEST QUADRANT
 HV9050'OF THE INTERSECTION OF ROUTE 2 AND ROUTE 608.  THE MARK IS A FAINT
 HV9050'CHISELED SQUARE IN THE TOP OF AN 18-INCH SQUARE GRANITE MONUMENT
 HV9050'PROJECTING 2 FT (0.6 M) ABOVE GROUND AND INSCRIBED ON THE NORTH SIDE
 HV9050'-STUART AND PELHAM BATTLE OF FREDERICKSBURG DEC.  13, 1862-.  THE
 HV9050'MONUMENT APPEARS SLIGHTLY TILTED TO THE WEST AND PART OF THE TOP HAS
 HV9050'BEEN KNOCKED OFF.  4.3 FT (1.3 M) SOUTHWEST OF A FIRE HYDRANT 29 FT
 HV9050'(8.8 M) SOUTHWEST OF THE WEST EDGE OF ROUTE 2 39 FT (11.9 M)
 HV9050'SOUTHEAST OF THE C/L OF ROUTE 608
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1019 ***********************************************************************
 GW1019  DESIGNATION -  754.6
 GW1019  PID         -  GW1019
 GW1019  STATE/COUNTY-  VA/AMHERST
 GW1019  USGS QUAD   -  PINEY RIVER (1984)
 GW1019
 GW1019                         *CURRENT SURVEY CONTROL
 GW1019  ___________________________________________________________________
 GW1019* NAD 83(1986)-  37 38 07.     (N)    079 01 17.     (W)     SCALED    
 GW1019* NAVD 88     -       229.741  (meters)     753.74   (feet)  ADJUSTED  
 GW1019  ___________________________________________________________________
 GW1019  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW1019  DYNAMIC HT  -         229.572 (meters)     753.19  (feet)  COMP
 GW1019  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 GW1019
 GW1019  VERT ORDER  -  SECOND    CLASS 0
 GW1019
 GW1019.The horizontal coordinates were scaled from a topographic map and have
 GW1019.an estimated accuracy of +/- 6 seconds.
 GW1019
 GW1019.The orthometric height was determined by differential leveling
 GW1019.and adjusted by the National Geodetic Survey in June 1991..
 GW1019
 GW1019.The geoid height was determined by GEOID03.
 GW1019
 GW1019.The dynamic height is computed by dividing the NAVD 88
 GW1019.geopotential number by the normal gravity value computed on the
 GW1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1019.degrees latitude (g = 980.6199 gals.).
 GW1019
 GW1019.The modeled gravity was interpolated from observed gravity values.
 GW1019
 GW1019;                    North         East    Units  Estimated Accuracy
 GW1019;SPC VA S     - 1,144,610.    3,453,980.      MT  (+/- 180 meters Scaled)
 GW1019
 GW1019                          SUPERSEDED SURVEY CONTROL
 GW1019
 GW1019  NGVD 29 (??/??/92)  229.952  (m)          754.43   (f) ADJ UNCH    2 0
 GW1019
 GW1019.Superseded values are not recommended for survey control.
 GW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1019.See file dsdata.txt to determine how the superseded data were derived.
 GW1019
 GW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB745671(NAD 83)
 GW1019_MARKER: N = NAIL
 GW1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1019_SP_SET: TREE
 GW1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1019
 GW1019  HISTORY     - Date     Condition        Report By
 GW1019  HISTORY     - UNK      MONUMENTED       USGS
 GW1019  HISTORY     - 1935     GOOD             NGS
 GW1019
 GW1019                          STATION DESCRIPTION
 GW1019
 GW1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1019'0.6 MI S FROM CLIFFORD.
 GW1019'0.6 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF STATE
 GW1019'HIGHWAY 610 AT CLIFFORD, 21 FEET WEST OF THE CENTER OF THE
 GW1019'JUNCTION OF COUNTY ROAD 616 LEADING WEST, AT THE SOUTHEAST CORNER
 GW1019'OF A CHURCH YARD, AND IN THE EAST SIDE OF THE BASE OF A 30-INCH
 GW1019'OAK TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 GW1019'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7842 ***********************************************************************
 HV7842  DESIGNATION -  7550001
 HV7842  PID         -  HV7842
 HV7842  STATE/COUNTY-  VA/CAROLINE
 HV7842  USGS QUAD   -  
 HV7842
 HV7842                         *CURRENT SURVEY CONTROL
 HV7842  ___________________________________________________________________
 HV7842* NAD 83(1986)-  38 12 04.     (N)    077 22 20.     (W)     SCALED    
 HV7842* NAVD 88     -        68.339  (meters)     224.21   (feet)  ADJUSTED  
 HV7842  ___________________________________________________________________
 HV7842  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV7842  DYNAMIC HT  -          68.297 (meters)     224.07  (feet)  COMP
 HV7842  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV7842
 HV7842  VERT ORDER  -  FIRST     CLASS II
 HV7842
 HV7842.The horizontal coordinates were scaled from a topographic map and have
 HV7842.an estimated accuracy of +/- 6 seconds.
 HV7842
 HV7842.The orthometric height was determined by differential leveling
 HV7842.and adjusted by the National Geodetic Survey in November 1999..
 HV7842
 HV7842.The geoid height was determined by GEOID03.
 HV7842
 HV7842.The dynamic height is computed by dividing the NAVD 88
 HV7842.geopotential number by the normal gravity value computed on the
 HV7842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7842.degrees latitude (g = 980.6199 gals.).
 HV7842
 HV7842.The modeled gravity was interpolated from observed gravity values.
 HV7842
 HV7842;                    North         East    Units  Estimated Accuracy
 HV7842;SPC VA N     - 2,059,930.    3,598,780.      MT  (+/- 180 meters Scaled)
 HV7842
 HV7842                          SUPERSEDED SURVEY CONTROL
 HV7842
 HV7842  NAVD 88 (06/15/91)   68.340  (m)          224.21   (f) UNKNOWN     1 1
 HV7842  NGVD 29 (??/??/??)   68.589  (m)          225.03   (f) ADJUSTED    1 1
 HV7842
 HV7842.Superseded values are not recommended for survey control.
 HV7842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7842.See file dsdata.txt to determine how the superseded data were derived.
 HV7842
 HV7842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922307(NAD 83)
 HV7842_MARKER: DV = VERTICAL CONTROL DISK
 HV7842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7842_SP_SET: CONCRETE POST
 HV7842_STAMPING: 7550001 LEVEL TEST
 HV7842_MARK LOGO: NGS   
 HV7842_PROJECTION: FLUSH
 HV7842_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7842+STABILITY: SURFACE MOTION
 HV7842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7842+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV7842
 HV7842  HISTORY     - Date     Condition        Report By
 HV7842  HISTORY     - UNK      MONUMENTED       CGS
 HV7842  HISTORY     - 1975     GOOD             NGS
 HV7842  HISTORY     - 19920630 GOOD             NGS
 HV7842  HISTORY     - 19940815 GOOD             NGS
 HV7842  HISTORY     - 19990210 GOOD             USPSQD
 HV7842  HISTORY     - 20020116 GOOD             USPSQD
 HV7842
 HV7842                          STATION DESCRIPTION
 HV7842
 HV7842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7842'0.9 MI E FROM CORBIN.
 HV7842'0.40 MILES EAST ALONG STATE HIGHWAY 610 FROM THE POST OFFICE AT
 HV7842'CORBIN, THENCE 0.50 MILES EAST ALONG BURMA ROAD.  LOCATED ON THE
 HV7842'GROUNDS OF THE DEPARTMENT OF INTERIOR, FREDERICKSBURG GEOMAGNETIC
 HV7842'CENTER, 87 METERS DUE EAST FROM BM 7550002, WHICH IS DESCRIBED, SET IN
 HV7842'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV7842
 HV7842                          STATION RECOVERY (1992)
 HV7842
 HV7842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV7842'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7842'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV7842'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV7842'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7842'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV7842'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV7842'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV7842'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV7842'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV7842'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV7842'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV7842'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV7842'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7842'LEFT.  CONTINUE EASTERLY ON BURMA ROAD FOR APPROXIMATELY 275 M (902.2
 HV7842'FT) TO THE MARK ON THE LEFT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7842'CONCRETE POST FLUSH WITH GROUND SURFACE.  THE MARK IS 75.5 M (247.7
 HV7842'FT) EAST-SOUTHEAST OF STATION ASTRO WEST PIER, 66.2 M (217.2 FT)
 HV7842'NORTH OF THE CENTER OF BURMA ROAD, 52.0 M (170.6 FT) SOUTHEAST OF THE
 HV7842'CENTER OF A GRAVEL ACCESS ROAD LEADING TO BUILDING 8 AND 48.8 M
 HV7842'(160.1 FT) SOUTH OF STATION CORBIN QUAD 3.
 HV7842
 HV7842                          STATION RECOVERY (1994)
 HV7842
 HV7842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (LGB)
 HV7842'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7842'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 HV7842'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 HV7842'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7842'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 HV7842'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 HV7842'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 HV7842'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT AND GO
 HV7842'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 HV7842'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 HV7842'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 HV7842'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 HV7842'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7842'LEFT.  CONTINUE EASTERLY ON OBSERVATORY ROAD FOR APPROXIMATELY 275 M
 HV7842'(902.2 FT) TO THE MARK ON THE LEFT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7842'CONCRETE POST FLUSH WITH GROUND SURFACE.  THE MARK IS 75.5 M (247.7
 HV7842'FT) EAST-SOUTHEAST OF STATION ASTRO WEST PIER, 66.2 M (217.2 FT) NORTH
 HV7842'OF THE CENTER OF OBSERVATORY ROAD, 52.0 M (170.6 FT) SOUTHEAST OF THE
 HV7842'CENTER OF A GRAVEL ACCESS ROAD LEADING TO BUILDING 8 AND 48.8 M (160.1
 HV7842'FT) SOUTH OF STATION CORBIN QUAD 3.
 HV7842
 HV7842                          STATION RECOVERY (1999)
 HV7842
 HV7842'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7842'RECOVERED IN GOOD CONDITION.
 HV7842
 HV7842                          STATION RECOVERY (2002)
 HV7842
 HV7842'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7839 ***********************************************************************
 HV7839  DESIGNATION -  7550002
 HV7839  PID         -  HV7839
 HV7839  STATE/COUNTY-  VA/CAROLINE
 HV7839  USGS QUAD   -  
 HV7839
 HV7839                         *CURRENT SURVEY CONTROL
 HV7839  ___________________________________________________________________
 HV7839* NAD 83(1986)-  38 12 04.     (N)    077 22 24.     (W)     SCALED    
 HV7839* NAVD 88     -        68.207  (meters)     223.78   (feet)  ADJUSTED  
 HV7839  ___________________________________________________________________
 HV7839  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV7839  DYNAMIC HT  -          68.166 (meters)     223.64  (feet)  COMP
 HV7839  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV7839
 HV7839  VERT ORDER  -  FIRST     CLASS I
 HV7839
 HV7839.The horizontal coordinates were scaled from a topographic map and have
 HV7839.an estimated accuracy of +/- 6 seconds.
 HV7839
 HV7839.The orthometric height was determined by differential leveling
 HV7839.and adjusted by the National Geodetic Survey in June 1991..
 HV7839
 HV7839.The geoid height was determined by GEOID03.
 HV7839
 HV7839.The dynamic height is computed by dividing the NAVD 88
 HV7839.geopotential number by the normal gravity value computed on the
 HV7839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7839.degrees latitude (g = 980.6199 gals.).
 HV7839
 HV7839.The modeled gravity was interpolated from observed gravity values.
 HV7839
 HV7839;                    North         East    Units  Estimated Accuracy
 HV7839;SPC VA N     - 2,059,930.    3,598,680.      MT  (+/- 180 meters Scaled)
 HV7839
 HV7839                          SUPERSEDED SURVEY CONTROL
 HV7839
 HV7839  NGVD 29 (02/12/90)   68.456  (m)          224.59   (f) ADJUSTED    1 1
 HV7839
 HV7839.Superseded values are not recommended for survey control.
 HV7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7839.See file dsdata.txt to determine how the superseded data were derived.
 HV7839
 HV7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921307(NAD 83)
 HV7839_MARKER: DV = VERTICAL CONTROL DISK
 HV7839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7839_SP_SET: CONCRETE POST
 HV7839_STAMPING: 7550002 LEVEL TEST
 HV7839_MARK LOGO: NGS   
 HV7839_PROJECTION: FLUSH
 HV7839_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7839+STABILITY: SURFACE MOTION
 HV7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7839+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV7839
 HV7839  HISTORY     - Date     Condition        Report By
 HV7839  HISTORY     - 1975     MONUMENTED       NGS
 HV7839  HISTORY     - 1975     GOOD             NGS
 HV7839  HISTORY     - 19831003 GOOD             NGS
 HV7839  HISTORY     - 19910819 GOOD             NGS
 HV7839  HISTORY     - 19920824 GOOD             NGS
 HV7839  HISTORY     - 19940815 GOOD             NGS
 HV7839  HISTORY     - 19990210 GOOD             USPSQD
 HV7839  HISTORY     - 20020116 GOOD             USPSQD
 HV7839
 HV7839                          STATION DESCRIPTION
 HV7839
 HV7839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7839'0.90 MI E FROM CORBIN.
 HV7839'0.40 MILES EAST ALONG STATE HIGHWAY 610 FROM THE POST OFFICE AT
 HV7839'CORBIN, THENCE 0.50 MILE EAST ALONG BURMA ROAD, LOCATED ON THE GROUNDS
 HV7839'OF THE DEPARTMENT OF INTERIOR FREDERICKSBURG GEOMAGNETIC CENTER, 78.6
 HV7839'FEET SOUTHWEST OF BENCH MARK ASTRO WEST PIER WHICH IS DESCRIBED, 49.4
 HV7839'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COSMICK RAY BUILDING,
 HV7839'18.5 FEET SOUTH OF THE CENTER OF A ROCK ROAD, ABOUT LEVEL WITH THE
 HV7839'ROCK ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV7839
 HV7839                          STATION RECOVERY (1983)
 HV7839
 HV7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7839'RECOVERED IN GOOD CONDITION.
 HV7839
 HV7839                          STATION RECOVERY (1991)
 HV7839
 HV7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7839'RECOVERED IN GOOD CONDITION.
 HV7839
 HV7839                          STATION RECOVERY (1992)
 HV7839
 HV7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV7839'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7839'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV7839'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV7839'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7839'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV7839'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV7839'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV7839'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV7839'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV7839'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV7839'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV7839'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV7839'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7839'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV7839'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV7839'JUST AHEAD AND TO THE RIGHT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7839'CONCRETE POST FLUSH WITH GROUND SURFACE, 66.8 M (219.2 FT) NORTH OF
 HV7839'THE CENTER OF BURMA ROAD, 25.3 M (83.0 FT) NORTHEAST OF THE CENTER OF
 HV7839'THE CIRCLE DRIVEWAY, 24.0 M (78.7 FT) SOUTHWEST OF STATION ASTRO WEST
 HV7839'PIER AND 15.1 M (49.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 HV7839'BUILDING 11 (GPS BUILDING).
 HV7839
 HV7839                          STATION RECOVERY (1994)
 HV7839
 HV7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 HV7839'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7839'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 HV7839'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 HV7839'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7839'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 HV7839'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 HV7839'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 HV7839'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT AND GO
 HV7839'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 HV7839'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 HV7839'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 HV7839'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 HV7839'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7839'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV7839'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV7839'JUST AHEAD AND TO THE RIGHT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7839'CONCRETE POST FLUSH WITH GROUND SURFACE, 66.8 M (219.2 FT) NORTH OF
 HV7839'THE CENTER OF OBSERVATORY ROAD, 25.3 M (83.0 FT) NORTHEAST OF THE
 HV7839'CENTER OF THE CIRCLE DRIVEWAY, 24.0 M (78.7 FT) SOUTHWEST OF STATION
 HV7839'ASTRO WEST PIER AND 15.1 M (49.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 HV7839'OF BUILDING 11 (GPS BUILDING).
 HV7839
 HV7839                          STATION RECOVERY (1999)
 HV7839
 HV7839'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7839'RECOVERED IN GOOD CONDITION.
 HV7839
 HV7839                          STATION RECOVERY (2002)
 HV7839
 HV7839'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7840 ***********************************************************************
 HV7840  DESIGNATION -  7550003
 HV7840  PID         -  HV7840
 HV7840  STATE/COUNTY-  VA/CAROLINE
 HV7840  USGS QUAD   -  
 HV7840
 HV7840                         *CURRENT SURVEY CONTROL
 HV7840  ___________________________________________________________________
 HV7840* NAD 83(1986)-  38 12 04.     (N)    077 22 22.     (W)     SCALED    
 HV7840* NAVD 88     -        67.917  (meters)     222.82   (feet)  ADJUSTED  
 HV7840  ___________________________________________________________________
 HV7840  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV7840  DYNAMIC HT  -          67.876 (meters)     222.69  (feet)  COMP
 HV7840  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV7840
 HV7840  VERT ORDER  -  FIRST     CLASS I
 HV7840
 HV7840.The horizontal coordinates were scaled from a topographic map and have
 HV7840.an estimated accuracy of +/- 6 seconds.
 HV7840
 HV7840.The orthometric height was determined by differential leveling
 HV7840.and adjusted by the National Geodetic Survey in June 1991..
 HV7840
 HV7840.The geoid height was determined by GEOID03.
 HV7840
 HV7840.The dynamic height is computed by dividing the NAVD 88
 HV7840.geopotential number by the normal gravity value computed on the
 HV7840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7840.degrees latitude (g = 980.6199 gals.).
 HV7840
 HV7840.The modeled gravity was interpolated from observed gravity values.
 HV7840
 HV7840;                    North         East    Units  Estimated Accuracy
 HV7840;SPC VA N     - 2,059,930.    3,598,730.      MT  (+/- 180 meters Scaled)
 HV7840
 HV7840                          SUPERSEDED SURVEY CONTROL
 HV7840
 HV7840  NGVD 29 (02/12/90)   68.166  (m)          223.64   (f) ADJUSTED    1 1
 HV7840
 HV7840.Superseded values are not recommended for survey control.
 HV7840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7840.See file dsdata.txt to determine how the superseded data were derived.
 HV7840
 HV7840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922307(NAD 83)
 HV7840_MARKER: DV = VERTICAL CONTROL DISK
 HV7840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7840_SP_SET: CONCRETE POST
 HV7840_STAMPING: 7550003 LEVEL TEST
 HV7840_MARK LOGO: NGS   
 HV7840_PROJECTION: FLUSH
 HV7840_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7840+STABILITY: SURFACE MOTION
 HV7840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7840+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV7840
 HV7840  HISTORY     - Date     Condition        Report By
 HV7840  HISTORY     - 1975     MONUMENTED       NGS
 HV7840  HISTORY     - 1975     GOOD             NGS
 HV7840  HISTORY     - 19831003 GOOD             NGS
 HV7840  HISTORY     - 19910819 GOOD             NGS
 HV7840  HISTORY     - 19920630 GOOD             NGS
 HV7840  HISTORY     - 19940815 GOOD             NGS
 HV7840  HISTORY     - 19990210 GOOD             USPSQD
 HV7840  HISTORY     - 20020116 GOOD             USPSQD
 HV7840
 HV7840                          STATION DESCRIPTION
 HV7840
 HV7840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7840'0.90 MI E FROM CORBIN.
 HV7840'0.40 MILE EAST ALONG STATE HIGHWAY 610 FROM THE POST OFFICE AT CORBIN,
 HV7840'THENCE 0.50 MILE EAST ALONG BURMA ROAD, LOCATED ON THE GROUNDS OF THE
 HV7840'DEPARTMENT OF INTERIOR FREDERICKSBURG GEOMAGNETIC CENTER, 203 FEET
 HV7840'SOUTHEAST OF BENCH MARK 755002 WHICH IS DESCRIBED, 155.5 FEET EAST OF
 HV7840'THE CENTER LINE OF THE EAST DRIVE LEADING TO THE CENTER, 75.5 FEET
 HV7840'NORTH OF THE CENTER LINE OF BURMA ROAD, ABOUT LEVEL WITH THE ROAD AND
 HV7840'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV7840
 HV7840                          STATION RECOVERY (1983)
 HV7840
 HV7840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7840'RECOVERED IN GOOD CONDITION.
 HV7840
 HV7840                          STATION RECOVERY (1991)
 HV7840
 HV7840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7840'RECOVERED IN GOOD CONDITION.
 HV7840
 HV7840                          STATION RECOVERY (1992)
 HV7840
 HV7840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV7840'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7840'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV7840'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV7840'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7840'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV7840'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV7840'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV7840'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV7840'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV7840'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV7840'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV7840'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV7840'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7840'LEFT.  CONTINUE EASTERLY ON BURMA ROAD FOR APPROXIMATELY 225 M (738.2
 HV7840'FT) TO THE MARK ON THE LEFT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7840'CONCRETE POST FLUSH WITH GROUND SURFACE, 76.7 M (251.6 FT) SOUTHEAST
 HV7840'OF THE SOUTHEAST CORNER OF BUILDING 11 (GPS BUILDING), 69.7 M (228.7
 HV7840'FT) SOUTH-SOUTHEAST OF STATION ASTRO WEST PIER, 46.4 M (152.2 FT)
 HV7840'EAST OF THE CENTER OF THE CIRCLE DRIVEWAY, 31.1 M (102.0 FT)
 HV7840'EAST-NORTHEAST OF STATION CORBIN QUAD 4 AND 23.1 M (75.8 FT) NORTH OF
 HV7840'THE CENTER OF BURMA ROAD.
 HV7840
 HV7840                          STATION RECOVERY (1994)
 HV7840
 HV7840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 HV7840'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7840'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 HV7840'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 HV7840'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7840'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 HV7840'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 HV7840'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 HV7840'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT AND GO
 HV7840'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 HV7840'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 HV7840'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 HV7840'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 HV7840'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7840'LEFT.  CONTINUE EASTERLY ON OBSERVATORY ROAD FOR APPROXIMATELY 225 M
 HV7840'(738.2 FT) TO THE MARK ON THE LEFT, IN TOP OF A 28 CM (11 IN) DIAMETER
 HV7840'CONCRETE POST FLUSH WITH GROUND SURFACE, 76.7 M (251.6 FT) SOUTHEAST
 HV7840'OF THE SOUTHEAST CORNER OF BUILDING 11 (GPS BUILDING), 69.7 M (228.7
 HV7840'FT) SOUTH-SOUTHEAST OF STATION ASTRO WEST PIER, 46.4 M (152.2 FT) EAST
 HV7840'OF THE CENTER OF THE CIRCLE DRIVEWAY, 31.1 M (102.0 FT) EAST-NORTHEAST
 HV7840'OF STATION CORBIN QUAD 4 AND 23.1 M (75.8 FT) NORTH OF THE CENTER OF
 HV7840'OBSERVATORY ROAD.
 HV7840
 HV7840                          STATION RECOVERY (1999)
 HV7840
 HV7840'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7840'RECOVERED IN GOOD CONDITION.
 HV7840
 HV7840                          STATION RECOVERY (2002)
 HV7840
 HV7840'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7841 ***********************************************************************
 HV7841  DESIGNATION -  7550004
 HV7841  PID         -  HV7841
 HV7841  STATE/COUNTY-  VA/CAROLINE
 HV7841  USGS QUAD   -  
 HV7841
 HV7841                         *CURRENT SURVEY CONTROL
 HV7841  ___________________________________________________________________
 HV7841* NAD 83(1986)-  38 12 06.     (N)    077 22 21.     (W)     SCALED    
 HV7841* NAVD 88     -        68.123  (meters)     223.50   (feet)  ADJUSTED  
 HV7841  ___________________________________________________________________
 HV7841  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV7841  DYNAMIC HT  -          68.082 (meters)     223.37  (feet)  COMP
 HV7841  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV7841
 HV7841  VERT ORDER  -  FIRST     CLASS I
 HV7841
 HV7841.The horizontal coordinates were scaled from a topographic map and have
 HV7841.an estimated accuracy of +/- 6 seconds.
 HV7841
 HV7841.The orthometric height was determined by differential leveling
 HV7841.and adjusted by the National Geodetic Survey in June 1991..
 HV7841
 HV7841.The geoid height was determined by GEOID03.
 HV7841
 HV7841.The dynamic height is computed by dividing the NAVD 88
 HV7841.geopotential number by the normal gravity value computed on the
 HV7841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7841.degrees latitude (g = 980.6199 gals.).
 HV7841
 HV7841.The modeled gravity was interpolated from observed gravity values.
 HV7841
 HV7841;                    North         East    Units  Estimated Accuracy
 HV7841;SPC VA N     - 2,059,990.    3,598,750.      MT  (+/- 180 meters Scaled)
 HV7841
 HV7841                          SUPERSEDED SURVEY CONTROL
 HV7841
 HV7841  NGVD 29 (02/12/90)   68.371  (m)          224.31   (f) ADJUSTED    1 1
 HV7841
 HV7841.Superseded values are not recommended for survey control.
 HV7841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7841.See file dsdata.txt to determine how the superseded data were derived.
 HV7841
 HV7841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922308(NAD 83)
 HV7841_MARKER: DV = VERTICAL CONTROL DISK
 HV7841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7841_SP_SET: CONCRETE POST
 HV7841_STAMPING: 7550004 LEVEL TEST
 HV7841_MARK LOGO: NGS   
 HV7841_PROJECTION: FLUSH
 HV7841_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7841+STABILITY: SURFACE MOTION
 HV7841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7841+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV7841
 HV7841  HISTORY     - Date     Condition        Report By
 HV7841  HISTORY     - UNK      MONUMENTED       CGS
 HV7841  HISTORY     - 1975     GOOD             NGS
 HV7841  HISTORY     - 19831003 GOOD             NGS
 HV7841  HISTORY     - 19920824 GOOD             NGS
 HV7841  HISTORY     - 19940815 GOOD             NGS
 HV7841  HISTORY     - 19990210 GOOD             USPSQD
 HV7841  HISTORY     - 20020116 GOOD             USPSQD
 HV7841
 HV7841                          STATION DESCRIPTION
 HV7841
 HV7841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7841'0.90 MI E FROM CORBIN.
 HV7841'0.40 MILES EAST ALONG STATE HIGHWAY 610 FROM THE POST OFFICE AT
 HV7841'CORBIN, THENCE 0.50 MILES EAST ALONG BURMA ROAD, LOCATED ON THE
 HV7841'GROUNDS OF THE DEPARTMENT OF INTERIOR, FREDERICKSBURG GEOMAGNETIC
 HV7841'CENTER, 87 METERS DUE NORTH OF BM 7550003 WHICH IS DESCRIBED, SET IN
 HV7841'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV7841
 HV7841                          STATION RECOVERY (1983)
 HV7841
 HV7841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7841'RECOVERED IN GOOD CONDITION.
 HV7841
 HV7841                          STATION RECOVERY (1992)
 HV7841
 HV7841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV7841'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7841'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV7841'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV7841'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7841'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV7841'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV7841'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV7841'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV7841'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV7841'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV7841'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV7841'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV7841'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV7841'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV7841'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV7841'JUST AHEAD AND TO THE LEFT, IN THE TOP OF A 28 CM (11 IN) DIAMETER
 HV7841'CONCRETE POST FLUSH WITH GROUND SURFACE, 101.6 M (333.3 FT) SOUTH OF
 HV7841'THE SOUTHWEST CORNER OF BUILDING 8, 37.7 M (123.7 FT) NORTHEAST OF
 HV7841'STATION ASTRO WEST PIER AND 9.9 M (32.5 FT) NORTHWEST OF THE CENTER
 HV7841'OF A GRAVEL ROAD LEADING TO BUILDING 8.
 HV7841
 HV7841                          STATION RECOVERY (1994)
 HV7841
 HV7841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 HV7841'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV7841'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 HV7841'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 HV7841'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV7841'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 HV7841'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 HV7841'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 HV7841'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT AND GO
 HV7841'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 HV7841'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 HV7841'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 HV7841'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA ROAD
 HV7841'(U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE LEFT.
 HV7841'TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV7841'APPROXIMATELY 190 M (623.4 FT) TO A GARAGE ON THE LEFT AND THE MARK
 HV7841'JUST AHEAD AND TO THE LEFT, IN THE TOP OF A 28 CM (11 IN) DIAMETER
 HV7841'CONCRETE POST FLUSH WITH GROUND SURFACE, 101.6 M (333.3 FT) SOUTH OF
 HV7841'THE SOUTHWEST CORNER OF BUILDING 8, 37.7 M (123.7 FT) NORTHEAST OF
 HV7841'STATION ASTRO WEST PIER AND 9.9 M (32.5 FT) NORTHWEST OF THE CENTER OF
 HV7841'A GRAVEL ROAD LEADING TO BUILDING 8.
 HV7841
 HV7841                          STATION RECOVERY (1999)
 HV7841
 HV7841'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7841'RECOVERED IN GOOD CONDITION.
 HV7841
 HV7841                          STATION RECOVERY (2002)
 HV7841
 HV7841'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7836 ***********************************************************************
 HV7836  DESIGNATION -  7560005
 HV7836  PID         -  HV7836
 HV7836  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7836  USGS QUAD   -  GUINEA (1966)
 HV7836
 HV7836                         *CURRENT SURVEY CONTROL
 HV7836  ___________________________________________________________________
 HV7836* NAD 83(1986)-  38 13 13.     (N)    077 24 21.     (W)     SCALED    
 HV7836* NAVD 88     -        27.816  (meters)      91.26   (feet)  ADJUSTED  
 HV7836  ___________________________________________________________________
 HV7836  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV7836  DYNAMIC HT  -          27.799 (meters)      91.20  (feet)  COMP
 HV7836  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 HV7836
 HV7836  VERT ORDER  -  FIRST     CLASS I
 HV7836
 HV7836.The horizontal coordinates were scaled from a topographic map and have
 HV7836.an estimated accuracy of +/- 6 seconds.
 HV7836
 HV7836.The orthometric height was determined by differential leveling
 HV7836.and adjusted by the National Geodetic Survey in June 1991..
 HV7836
 HV7836.The geoid height was determined by GEOID03.
 HV7836
 HV7836.The dynamic height is computed by dividing the NAVD 88
 HV7836.geopotential number by the normal gravity value computed on the
 HV7836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7836.degrees latitude (g = 980.6199 gals.).
 HV7836
 HV7836.The modeled gravity was interpolated from observed gravity values.
 HV7836
 HV7836;                    North         East    Units  Estimated Accuracy
 HV7836;SPC VA N     - 2,062,020.    3,595,810.      MT  (+/- 180 meters Scaled)
 HV7836
 HV7836                          SUPERSEDED SURVEY CONTROL
 HV7836
 HV7836  NGVD 29 (??/??/??)   28.064  (m)           92.07   (f) ADJUSTED    1 1
 HV7836
 HV7836.Superseded values are not recommended for survey control.
 HV7836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7836.See file dsdata.txt to determine how the superseded data were derived.
 HV7836
 HV7836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH893329(NAD 83)
 HV7836_MARKER: DB = BENCH MARK DISK
 HV7836_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HV7836+WITH SETTING: INTO GROUND
 HV7836_STAMPING: 7560005
 HV7836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7836+STABILITY: SURFACE MOTION
 HV7836
 HV7836  HISTORY     - Date     Condition        Report By
 HV7836  HISTORY     - UNK      MONUMENTED       CGS
 HV7836  HISTORY     - 1975     GOOD             NGS
 HV7836  HISTORY     - 19981024 GOOD             USPSQD
 HV7836
 HV7836                          STATION DESCRIPTION
 HV7836
 HV7836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7836'1.75 MI N FROM CORBIN.
 HV7836'1.75 MILES NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT CORBIN,
 HV7836'34.4 FEET WEST OF CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE
 HV7836'NORTH EDGE OF A PRIVATE GRAVELED ROAD LEADING WEST, 9.5 FEET NORTHEAST
 HV7836'OF TELEPHONE POLE NO. 172, 7 FEET NORTHEAST OF A TELEPHONE JUNCTION
 HV7836'BOX, 60.4 FEET WEST AND ACROSS THE HIGHWAY FROM A METAL WITNESS POST
 HV7836'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 HV7836'A METAL BASE PLATE, THE DISK IS 2 INCHES BELOW THE SURFACE OF THE
 HV7836'GROUND INCASED IN A 4-INCH PLASTIC PIPE WHICH IS FLUSH WITH THE
 HV7836'GROUND.
 HV7836
 HV7836                          STATION RECOVERY (1998)
 HV7836
 HV7836'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5602 ***********************************************************************
 GV5602  DESIGNATION -  76 C OF R 1972
 GV5602  PID         -  GV5602
 GV5602  STATE/COUNTY-  VA/C OF RICHMOND
 GV5602  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5602
 GV5602                         *CURRENT SURVEY CONTROL
 GV5602  ___________________________________________________________________
 GV5602* NAD 83(1993)-  37 29 54.06974(N)    077 29 22.47837(W)     ADJUSTED  
 GV5602* NAVD 88     -        64.03   (+/-2cm)     210.1    (feet)  VERTCON   
 GV5602  ___________________________________________________________________
 GV5602  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5602  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5602
 GV5602  HORZ ORDER  -  SECOND
 GV5602  VERT ORDER  -  THIRD ? (See Below)
 GV5602
 GV5602.The horizontal coordinates were established by classical geodetic methods
 GV5602.and adjusted by the National Geodetic Survey in September 1995..
 GV5602
 GV5602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5602.The vertical order pertains to the NGVD 29 superseded value.
 GV5602
 GV5602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5602
 GV5602.The geoid height was determined by GEOID03.
 GV5602
 GV5602;                    North         East     Units Scale Factor Converg.
 GV5602;SPC VA S     - 1,129,766.549 3,589,342.685   MT  0.99994800   +0 36 47.7
 GV5602;SPC VA S     - 3,706,575.75 11,776,035.13   sFT  0.99994800   +0 36 47.7
 GV5602;UTM  18      - 4,153,070.201   279,923.145   MT  1.00019663   -1 30 58.0
 GV5602
 GV5602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5602!SPC VA S     -   0.99999513  x   0.99994800  =   0.99994313
 GV5602!UTM  18      -   0.99999513  x   1.00019663  =   1.00019176
 GV5602
 GV5602:                Primary Azimuth Mark                     Grid Az
 GV5602:SPC VA S     -  75 C OF R 1972                           140 42 34.4
 GV5602:UTM  18      -  75 C OF R 1972                           142 50 20.1
 GV5602
 GV5602|---------------------------------------------------------------------|
 GV5602| PID    Reference Object                     Distance      Geod. Az  |
 GV5602|                                                           dddmmss.s |
 GV5602| GV5592 75 C OF R 1972                      APPROX. 0.5 KM 1411922.1 |
 GV5602| GV5292 77 C OF R 1972                      414.240 METERS 3521028.2 |
 GV5602|---------------------------------------------------------------------|
 GV5602
 GV5602                          SUPERSEDED SURVEY CONTROL
 GV5602
 GV5602  NAD 83(1993)-  37 29 54.06974(N)    077 29 22.47838(W) AD(       ) 2
 GV5602  NAD 83(1986)-  37 29 54.07616(N)    077 29 22.49530(W) AD(       ) 2
 GV5602  NAD 27      -  37 29 53.54573(N)    077 29 23.54836(W) AD(       ) 2
 GV5602  NGVD 29 (07/19/86)   64.34   (m)          211.1    (f) LEVELING    3  
 GV5602
 GV5602.Superseded values are not recommended for survey control.
 GV5602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5602.See file dsdata.txt to determine how the superseded data were derived.
 GV5602
 GV5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7992353070(NAD 83)
 GV5602_MARKER: Z = SEE DESCRIPTION
 GV5602_SETTING: 0 = UNSPECIFIED SETTING
 GV5602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5602
 GV5602  HISTORY     - Date     Condition        Report By
 GV5602  HISTORY     - 1972     MONUMENTED       VA2060
 GV5602  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5602  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5602  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5602  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5602
 GV5602                          STATION DESCRIPTION
 GV5602
 GV5602'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5602'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5602'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO
 GV5602'THE INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET
 GV5602'RD. .85 MILE TO THE INTERSECTION OF CIRCLEWOOD DR., THENCE NORTH
 GV5602'ON CIRCLEWOOD DR. 0.25 MILE TO POINT NO. 76.
 GV5602'
 GV5602'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5602'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5602'MONUMENT, SET IN 8 INCH OF RICHMOND CASTING, MONUMENT SET ABOUT 6
 GV5602'INCHES BELOW GROUND.
 GV5602'
 GV5602'23.5 FEET W. OF C/L OF CIRCLEWOOD DR., 4.11 FEET E. OF IRON PROP.
 GV5602'CORNER PIN, 33.0 FEET N. OF 18 INCH OAK TREE, 43.3 FEET N. E. OF
 GV5602'12 INCH PINOAK TREE.
 GV5602'
 GV5602'NEAREST TOWN--RICHMOND.
 GV5602
 GV5602                          STATION RECOVERY (1995)
 GV5602
 GV5602'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5602'MARK NOT FOUND.
 GV5602
 GV5602                          STATION RECOVERY (1999)
 GV5602
 GV5602'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5602'MARK NOT FOUND.
 GV5602
 GV5602                          STATION RECOVERY (2003)
 GV5602
 GV5602'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5602'MARK NOT FOUND.
 GV5602
 GV5602                          STATION RECOVERY (2005)
 GV5602
 GV5602'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0402 ***********************************************************************
 HW0402  DESIGNATION -  76 SOURR
 HW0402  PID         -  HW0402
 HW0402  STATE/COUNTY-  VA/CULPEPER
 HW0402  USGS QUAD   -  RAPIDAN (1984)
 HW0402
 HW0402                         *CURRENT SURVEY CONTROL
 HW0402  ___________________________________________________________________
 HW0402* NAD 83(1986)-  38 21 24.     (N)    078 02 24.     (W)     SCALED    
 HW0402* NAVD 88     -       103.965  (meters)     341.09   (feet)  ADJUSTED  
 HW0402  ___________________________________________________________________
 HW0402  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW0402  DYNAMIC HT  -         103.901 (meters)     340.88  (feet)  COMP
 HW0402  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 HW0402
 HW0402  VERT ORDER  -  SECOND    CLASS 0
 HW0402
 HW0402.The horizontal coordinates were scaled from a topographic map and have
 HW0402.an estimated accuracy of +/- 6 seconds.
 HW0402
 HW0402.The orthometric height was determined by differential leveling
 HW0402.and adjusted by the National Geodetic Survey in June 1991..
 HW0402
 HW0402.The geoid height was determined by GEOID03.
 HW0402
 HW0402.The dynamic height is computed by dividing the NAVD 88
 HW0402.geopotential number by the normal gravity value computed on the
 HW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0402.degrees latitude (g = 980.6199 gals.).
 HW0402
 HW0402.The modeled gravity was interpolated from observed gravity values.
 HW0402
 HW0402;                    North         East    Units  Estimated Accuracy
 HW0402;SPC VA N     - 2,076,690.    3,540,210.      MT  (+/- 180 meters Scaled)
 HW0402
 HW0402                          SUPERSEDED SURVEY CONTROL
 HW0402
 HW0402  NGVD 29 (??/??/92)  104.215  (m)          341.91   (f) ADJ UNCH    2 0
 HW0402
 HW0402.Superseded values are not recommended for survey control.
 HW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0402.See file dsdata.txt to determine how the superseded data were derived.
 HW0402
 HW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC586495(NAD 83)
 HW0402_MARKER: P = PIPE CAP
 HW0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0402_STAMPING: 76
 HW0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0402+STABILITY: SURFACE MOTION
 HW0402
 HW0402  HISTORY     - Date     Condition        Report By
 HW0402  HISTORY     - UNK      MONUMENTED       SOURR
 HW0402  HISTORY     - 1934     GOOD             NGS
 HW0402  HISTORY     - 1961     MARK NOT FOUND   USGS
 HW0402  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0402  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HW0402
 HW0402                          STATION DESCRIPTION
 HW0402
 HW0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0402'1.6 MI S FROM MITCHELL.
 HW0402'ABOUT 1.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 HW0402'STATION AT MITCHELL, CULPEPER COUNTY, ABOUT 250 FEET NORTHEAST
 HW0402'OF MILEPOST 76, ABOUT 4 YARDS NORTHWEST OF THE NORTHWEST RAIL,
 HW0402'AND ABOUT LEVEL WITH THE RAIL.  A COPPER PLUG, STAMPED 76 AND
 HW0402'SET IN THE TOP OF A CONCRETE POST.
 HW0402
 HW0402                          STATION RECOVERY (1961)
 HW0402
 HW0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HW0402'MARK NOT FOUND.
 HW0402
 HW0402                          STATION RECOVERY (1984)
 HW0402
 HW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0402'NOT RECOVERED, NO CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION,
 HW0402'THE AREA HAS BEEN GRADED AND MARK SHOULD BE CONSIDERED DESTROYED.
 HW0402
 HW0402                          STATION RECOVERY (2001)
 HW0402
 HW0402'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1013 ***********************************************************************
 GW1013  DESIGNATION -  763.63
 GW1013  PID         -  GW1013
 GW1013  STATE/COUNTY-  VA/AMHERST
 GW1013  USGS QUAD   -  AMHERST (1978)
 GW1013
 GW1013                         *CURRENT SURVEY CONTROL
 GW1013  ___________________________________________________________________
 GW1013* NAD 83(1986)-  37 35 07.     (N)    079 03 05.     (W)     SCALED    
 GW1013* NAVD 88     -       232.566  (meters)     763.01   (feet)  ADJUSTED  
 GW1013  ___________________________________________________________________
 GW1013  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW1013  DYNAMIC HT  -         232.394 (meters)     762.45  (feet)  COMP
 GW1013  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GW1013
 GW1013  VERT ORDER  -  SECOND    CLASS 0
 GW1013
 GW1013.The horizontal coordinates were scaled from a topographic map and have
 GW1013.an estimated accuracy of +/- 6 seconds.
 GW1013
 GW1013.The orthometric height was determined by differential leveling
 GW1013.and adjusted by the National Geodetic Survey in June 1991..
 GW1013
 GW1013.The geoid height was determined by GEOID03.
 GW1013
 GW1013.The dynamic height is computed by dividing the NAVD 88
 GW1013.geopotential number by the normal gravity value computed on the
 GW1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1013.degrees latitude (g = 980.6199 gals.).
 GW1013
 GW1013.The modeled gravity was interpolated from observed gravity values.
 GW1013
 GW1013;                    North         East    Units  Estimated Accuracy
 GW1013;SPC VA S     - 1,139,080.    3,451,300.      MT  (+/- 180 meters Scaled)
 GW1013
 GW1013                          SUPERSEDED SURVEY CONTROL
 GW1013
 GW1013  NGVD 29 (??/??/92)  232.776  (m)          763.70   (f) ADJ UNCH    2 0
 GW1013
 GW1013.Superseded values are not recommended for survey control.
 GW1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1013.See file dsdata.txt to determine how the superseded data were derived.
 GW1013
 GW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB720615(NAD 83)
 GW1013_MARKER: Q = CHISELED SQUARE
 GW1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1013_SP_SET: STEPS
 GW1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1013
 GW1013  HISTORY     - Date     Condition        Report By
 GW1013  HISTORY     - UNK      MONUMENTED       USGS
 GW1013  HISTORY     - 1935     GOOD             NGS
 GW1013
 GW1013                          STATION DESCRIPTION
 GW1013
 GW1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1013'AT AMHERST.
 GW1013'AT AMHERST, ON THE TOP OF THE WEST EDGE OF THE STEPS TO THE
 GW1013'METHODIST CHURCH, AND 45 FEET WEST OF A TABLET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0871 ***********************************************************************
 GW0871  DESIGNATION -  764
 GW0871  PID         -  GW0871
 GW0871  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0871  USGS QUAD   -  GLASGOW (1965)
 GW0871
 GW0871                         *CURRENT SURVEY CONTROL
 GW0871  ___________________________________________________________________
 GW0871* NAD 83(1986)-  37 40 38.     (N)    079 25 41.     (W)     SCALED    
 GW0871* NAVD 88     -       231.37   (+/-2cm)     759.1    (feet)  VERTCON   
 GW0871  ___________________________________________________________________
 GW0871  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0871
 GW0871  VERT ORDER  -  ? (See Below)
 GW0871
 GW0871.The horizontal coordinates were scaled from a topographic map and have
 GW0871.an estimated accuracy of +/- 6 seconds.
 GW0871
 GW0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0871.The vertical order pertains to the NGVD 29 superseded value.
 GW0871
 GW0871.The geoid height was determined by GEOID03.
 GW0871
 GW0871;                    North         East    Units  Estimated Accuracy
 GW0871;SPC VA S     - 1,149,540.    3,418,140.      MT  (+/- 180 meters Scaled)
 GW0871
 GW0871                          SUPERSEDED SURVEY CONTROL
 GW0871
 GW0871  NGVD 29 (??/??/92)  231.563  (m)          759.72   (f) ADJ UNCH    ?  
 GW0871
 GW0871.Superseded values are not recommended for survey control.
 GW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0871.See file dsdata.txt to determine how the superseded data were derived.
 GW0871
 GW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB386711(NAD 83)
 GW0871_MARKER: Q = CHISELED SQUARE
 GW0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0871_SP_SET: BRIDGE
 GW0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0871
 GW0871  HISTORY     - Date     Condition        Report By
 GW0871  HISTORY     - UNK      MONUMENTED       NWRR
 GW0871  HISTORY     - 1929     GOOD             NGS
 GW0871  HISTORY     - 1934     GOOD             NGS
 GW0871
 GW0871                          STATION DESCRIPTION
 GW0871
 GW0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GW0871'AT BUFFALO FORGE.
 GW0871'AT BUFFALO FORGE, ROCKBRIDGE COUNTY, 650 FEET SOUTHWEST ALONG THE
 GW0871'NORFOLK AND WESTERN RAILWAY FROM THE STATION, 0.4 MILE SOUTHWEST
 GW0871'OF MILEPOST 191, AT BRIDGE 433 OVER BUFFALO CREEK, AND ON THE
 GW0871'TOP OF THE NORTH END OF THE WEST BRIDGE SEAT.  A CHISELED SQUARE.
 GW0871
 GW0871                          STATION RECOVERY (1934)
 GW0871
 GW0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GW0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1020 ***********************************************************************
 GW1020  DESIGNATION -  769.667
 GW1020  PID         -  GW1020
 GW1020  STATE/COUNTY-  VA/AMHERST
 GW1020  USGS QUAD   -  PINEY RIVER (1984)
 GW1020
 GW1020                         *CURRENT SURVEY CONTROL
 GW1020  ___________________________________________________________________
 GW1020* NAD 83(1986)-  37 38 41.     (N)    079 01 19.     (W)     SCALED    
 GW1020* NAVD 88     -       234.532  (meters)     769.46   (feet)  ADJUSTED  
 GW1020  ___________________________________________________________________
 GW1020  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW1020  DYNAMIC HT  -         234.359 (meters)     768.89  (feet)  COMP
 GW1020  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 GW1020
 GW1020  VERT ORDER  -  SECOND    CLASS 0
 GW1020
 GW1020.The horizontal coordinates were scaled from a topographic map and have
 GW1020.an estimated accuracy of +/- 6 seconds.
 GW1020
 GW1020.The orthometric height was determined by differential leveling
 GW1020.and adjusted by the National Geodetic Survey in June 1991..
 GW1020
 GW1020.The geoid height was determined by GEOID03.
 GW1020
 GW1020.The dynamic height is computed by dividing the NAVD 88
 GW1020.geopotential number by the normal gravity value computed on the
 GW1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1020.degrees latitude (g = 980.6199 gals.).
 GW1020
 GW1020.The modeled gravity was interpolated from observed gravity values.
 GW1020
 GW1020;                    North         East    Units  Estimated Accuracy
 GW1020;SPC VA S     - 1,145,660.    3,453,940.      MT  (+/- 180 meters Scaled)
 GW1020
 GW1020                          SUPERSEDED SURVEY CONTROL
 GW1020
 GW1020  NGVD 29 (??/??/92)  234.742  (m)          770.15   (f) ADJ UNCH    2 0
 GW1020
 GW1020.Superseded values are not recommended for survey control.
 GW1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1020.See file dsdata.txt to determine how the superseded data were derived.
 GW1020
 GW1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB745682(NAD 83)
 GW1020_MARKER: N = NAIL
 GW1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1020_SP_SET: TREE
 GW1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1020
 GW1020  HISTORY     - Date     Condition        Report By
 GW1020  HISTORY     - UNK      MONUMENTED       USGS
 GW1020  HISTORY     - 1935     GOOD             NGS
 GW1020
 GW1020                          STATION DESCRIPTION
 GW1020
 GW1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1020'AT CLIFFORD.
 GW1020'AT CLIFFORD, ON U.S. HIGHWAY 29, 100 YARDS NORTH OF THE CENTER
 GW1020'OF THE JUNCTION OF STATE HIGHWAY 610 LEADING EAST, 30 FEET NORTH
 GW1020'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 610 LEADING WEST,
 GW1020'30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 610, 45 FEET
 GW1020'WEST OF THE CENTERLINE OF U.S. HIGHWAY 29, 40 FEET NORTH OF THE
 GW1020'REAR OF A STORE, IN THE NORTH SIDE OF THE BASE OF A 20-INCH
 GW1020'MULBERRY TREE, AND ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A
 GW1020'U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5292 ***********************************************************************
 GV5292  DESIGNATION -  77 C OF R 1972
 GV5292  PID         -  GV5292
 GV5292  STATE/COUNTY-  VA/C OF RICHMOND
 GV5292  USGS QUAD   -  RICHMOND (1994)
 GV5292
 GV5292                         *CURRENT SURVEY CONTROL
 GV5292  ___________________________________________________________________
 GV5292* NAD 83(1993)-  37 30 07.38100(N)    077 29 24.77467(W)     ADJUSTED  
 GV5292* NAVD 88     -        64.53   (+/-2cm)     211.7    (feet)  VERTCON   
 GV5292  ___________________________________________________________________
 GV5292  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5292  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV5292
 GV5292  HORZ ORDER  -  SECOND
 GV5292  VERT ORDER  -  THIRD ? (See Below)
 GV5292
 GV5292.The horizontal coordinates were established by classical geodetic methods
 GV5292.and adjusted by the National Geodetic Survey in November 1994..
 GV5292
 GV5292.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5292.The vertical order pertains to the NGVD 29 superseded value.
 GV5292
 GV5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5292
 GV5292.The geoid height was determined by GEOID03.
 GV5292
 GV5292;                    North         East     Units Scale Factor Converg.
 GV5292;SPC VA S     - 1,130,176.283 3,589,281.897   MT  0.99994815   +0 36 46.3
 GV5292;SPC VA S     - 3,707,920.02 11,775,835.69   sFT  0.99994815   +0 36 46.3
 GV5292;UTM  18      - 4,153,482.014   279,877.613   MT  1.00019688   -1 30 59.9
 GV5292
 GV5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5292!SPC VA S     -   0.99999505  x   0.99994815  =   0.99994320
 GV5292!UTM  18      -   0.99999505  x   1.00019688  =   1.00019193
 GV5292
 GV5292:                Primary Azimuth Mark                     Grid Az
 GV5292:SPC VA S     -  78 C OF R 1972                           012 31 08.9
 GV5292:UTM  18      -  78 C OF R 1972                           014 38 55.1
 GV5292
 GV5292|---------------------------------------------------------------------|
 GV5292| PID    Reference Object                     Distance      Geod. Az  |
 GV5292|                                                           dddmmss.s |
 GV5292| GV5291 78 C OF R 1972                      APPROX. 0.5 KM 0130755.2 |
 GV5292| GV5602 76 C OF R 1972                      414.240 METERS 1721026.8 |
 GV5292|---------------------------------------------------------------------|
 GV5292
 GV5292                          SUPERSEDED SURVEY CONTROL
 GV5292
 GV5292  NAD 83(1986)-  37 30 07.38739(N)    077 29 24.79157(W) AD(       ) 2
 GV5292  NAD 27      -  37 30 06.85723(N)    077 29 25.84483(W) AD(       ) 2
 GV5292  NGVD 29 (07/19/86)   64.84   (m)          212.7    (f) LEVELING    3  
 GV5292
 GV5292.Superseded values are not recommended for survey control.
 GV5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5292.See file dsdata.txt to determine how the superseded data were derived.
 GV5292
 GV5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7987853482(NAD 83)
 GV5292_MARKER: Z = SEE DESCRIPTION
 GV5292_SETTING: 0 = UNSPECIFIED SETTING
 GV5292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5292+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5292
 GV5292  HISTORY     - Date     Condition        Report By
 GV5292  HISTORY     - 1972     MONUMENTED       VA2060
 GV5292  HISTORY     - 19951117 GOOD             USPSQD
 GV5292  HISTORY     - 20000302 GOOD             USPSQD
 GV5292  HISTORY     - 20031118 GOOD             USPSQD
 GV5292  HISTORY     - 20050207 GOOD             USPSQD
 GV5292
 GV5292                          STATION DESCRIPTION
 GV5292
 GV5292'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5292'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5292'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO THE
 GV5292'INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET RD.
 GV5292'0.85 MILE TO THE INTERSECTION OF CIRCLEWOOD DR., THENCE NORTH ON
 GV5292'CIRCLEWOOD DR. 0.50 MILE TO POINT NO. 77.
 GV5292'
 GV5292'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5292'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5292'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5292'ABOUT 8 INCHES BELOW GROUND.
 GV5292'
 GV5292'28.0 FEET W. OF C/L OF CIRCLEWOOD DR., 55.0 FEET N. E. OF 8 INCH
 GV5292'PINE TREE, 68.2 FEET S. OF C AND P POLE NO. 5613B, 76.0 FEET
 GV5292'N. OF C AND P POLE NO. 5613C.
 GV5292'
 GV5292'NEAREST TOWN--RICHMOND.
 GV5292
 GV5292                          STATION RECOVERY (1995)
 GV5292
 GV5292'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5292'RECOVERED IN GOOD CONDITION.
 GV5292
 GV5292                          STATION RECOVERY (2000)
 GV5292
 GV5292'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5292'RECOVERED IN GOOD CONDITION.
 GV5292
 GV5292                          STATION RECOVERY (2003)
 GV5292
 GV5292'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5292'RECOVERED IN GOOD CONDITION.
 GV5292
 GV5292                          STATION RECOVERY (2005)
 GV5292
 GV5292'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0164 ***********************************************************************
 FY0164  DESIGNATION -  77 SKS USGS
 FY0164  PID         -  FY0164
 FY0164  STATE/COUNTY-  VA/BRUNSWICK
 FY0164  USGS QUAD   -  LA CROSSE (1981)
 FY0164
 FY0164                         *CURRENT SURVEY CONTROL
 FY0164  ___________________________________________________________________
 FY0164* NAD 83(1986)-  36 42 19.     (N)    078 01 56.     (W)     SCALED    
 FY0164* NAVD 88     -       117.886  (meters)     386.76   (feet)  ADJUSTED  
 FY0164  ___________________________________________________________________
 FY0164  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FY0164  DYNAMIC HT  -         117.795 (meters)     386.47  (feet)  COMP
 FY0164  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 FY0164
 FY0164  VERT ORDER  -  SECOND    CLASS 0
 FY0164
 FY0164.The horizontal coordinates were scaled from a topographic map and have
 FY0164.an estimated accuracy of +/- 6 seconds.
 FY0164
 FY0164.The orthometric height was determined by differential leveling
 FY0164.and adjusted by the National Geodetic Survey in June 1991..
 FY0164
 FY0164.The geoid height was determined by GEOID03.
 FY0164
 FY0164.The dynamic height is computed by dividing the NAVD 88
 FY0164.geopotential number by the normal gravity value computed on the
 FY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0164.degrees latitude (g = 980.6199 gals.).
 FY0164
 FY0164.The modeled gravity was interpolated from observed gravity values.
 FY0164
 FY0164;                    North         East    Units  Estimated Accuracy
 FY0164;SPC VA S     - 1,041,380.    3,541,800.      MT  (+/- 180 meters Scaled)
 FY0164
 FY0164                          SUPERSEDED SURVEY CONTROL
 FY0164
 FY0164  NGVD 29 (??/??/92)  118.197  (m)          387.78   (f) ADJ UNCH    2 0
 FY0164
 FY0164.Superseded values are not recommended for survey control.
 FY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0164.See file dsdata.txt to determine how the superseded data were derived.
 FY0164
 FY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA651662(NAD 83)
 FY0164_MARKER: DB = BENCH MARK DISK
 FY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0164_STAMPING: 77 SKS 388 1954
 FY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0164+STABILITY: SURFACE MOTION
 FY0164
 FY0164  HISTORY     - Date     Condition        Report By
 FY0164  HISTORY     - 1954     MONUMENTED       USGS
 FY0164  HISTORY     - 1966     GOOD             NGS
 FY0164  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FY0164  HISTORY     - 20010405 MARK NOT FOUND   VADOT
 FY0164
 FY0164                          STATION DESCRIPTION
 FY0164
 FY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0164'AT BRODNAX.
 FY0164'AT BRODNAX, 400 FEET SOUTH OF THE POST OFFICE, 27 FEET WEST
 FY0164'OF THE APPROXIMATE CENTER OF COUNTY ROAD 659, 16 FEET SOUTH OF
 FY0164'THE SOUTH RAIL OF TRACK, 2.7 FEET WEST OF THE WEST EDGE OF
 FY0164'SIDEWALK, 2.2 FEET SOUTH OF THE RAILROAD CROSSING SIGN, SET IN
 FY0164'THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 FY0164'TRACK.
 FY0164
 FY0164                          STATION RECOVERY (2001)
 FY0164
 FY0164'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FY0164'MARKER NOT FOUND AS RAILROAD TRACK HAS BEEN REMOVED AND AREA OF MARKER
 FY0164'LOCATION HAS BEEN PAVED OVER FOR A NEW ROAD.
 FY0164
 FY0164                          STATION RECOVERY (2001)
 FY0164
 FY0164'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (JCA)
 FY0164'THE RAILROAD DESCRIBED PREVIOUSLY NO LONGER EXISTS. THERE IS NOW A
 FY0164'PAVED STREET IN APPROXIMATE LOCATION OF THE RAILROAD AT THE SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1053 ***********************************************************************
 GW1053  DESIGNATION -  771
 GW1053  PID         -  GW1053
 GW1053  STATE/COUNTY-  VA/PITTSYLVANIA
 GW1053  USGS QUAD   -  ALTAVISTA (1978)
 GW1053
 GW1053                         *CURRENT SURVEY CONTROL
 GW1053  ___________________________________________________________________
 GW1053* NAD 83(1986)-  37 03 43.     (N)    079 20 42.     (W)     SCALED    
 GW1053* NAVD 88     -       234.590  (meters)     769.65   (feet)  POSTED    
 GW1053  ___________________________________________________________________
 GW1053  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GW1053  DYNAMIC HT  -         234.400 (meters)     769.03  (feet)  COMP
 GW1053  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 GW1053
 GW1053  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1053
 GW1053.The horizontal coordinates were scaled from a topographic map and have
 GW1053.an estimated accuracy of +/- 6 seconds.
 GW1053
 GW1053.The orthometric height was determined by differential leveling
 GW1053.and adjusted by the National Geodetic Survey in 1992..
 GW1053.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1053.rate of 2.1 thru 3.0 mm/km.
 GW1053
 GW1053.The geoid height was determined by GEOID03.
 GW1053
 GW1053.The dynamic height is computed by dividing the NAVD 88
 GW1053.geopotential number by the normal gravity value computed on the
 GW1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1053.degrees latitude (g = 980.6199 gals.).
 GW1053
 GW1053.The modeled gravity was interpolated from observed gravity values.
 GW1053
 GW1053;                    North         East    Units  Estimated Accuracy
 GW1053;SPC VA S     - 1,081,190.    3,424,850.      MT  (+/- 180 meters Scaled)
 GW1053
 GW1053                          SUPERSEDED SURVEY CONTROL
 GW1053
 GW1053  NGVD 29 (??/??/92)  234.84   (m)          770.5    (f) COMPUTED    1 2
 GW1053
 GW1053.Superseded values are not recommended for survey control.
 GW1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1053.See file dsdata.txt to determine how the superseded data were derived.
 GW1053
 GW1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB471030(NAD 83)
 GW1053_MARKER: DD = SURVEY DISK
 GW1053_SETTING: 0 = UNSPECIFIED SETTING
 GW1053_STAMPING: 770.468 ADJ 1903
 GW1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1053
 GW1053  HISTORY     - Date     Condition        Report By
 GW1053  HISTORY     - 1903     MONUMENTED       USGS
 GW1053  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW1053
 GW1053                          STATION DESCRIPTION
 GW1053
 GW1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1053'AT MOTLEY.
 GW1053'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1395 ***********************************************************************
 FY1395  DESIGNATION -  773
 FY1395  PID         -  FY1395
 FY1395  STATE/COUNTY-  VA/HENRY
 FY1395  USGS QUAD   -  MARTINSVILLE WEST (1984)
 FY1395
 FY1395                         *CURRENT SURVEY CONTROL
 FY1395  ___________________________________________________________________
 FY1395* NAD 83(1986)-  36 41 23.     (N)    079 54 21.     (W)     SCALED    
 FY1395* NAVD 88     -       235.402  (meters)     772.31   (feet)  ADJUSTED  
 FY1395  ___________________________________________________________________
 FY1395  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 FY1395  DYNAMIC HT  -         235.204 (meters)     771.67  (feet)  COMP
 FY1395  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 FY1395
 FY1395  VERT ORDER  -  SECOND    CLASS 0
 FY1395
 FY1395.The horizontal coordinates were scaled from a topographic map and have
 FY1395.an estimated accuracy of +/- 6 seconds.
 FY1395
 FY1395.The orthometric height was determined by differential leveling
 FY1395.and adjusted by the National Geodetic Survey in June 1991..
 FY1395
 FY1395.The geoid height was determined by GEOID03.
 FY1395
 FY1395.The dynamic height is computed by dividing the NAVD 88
 FY1395.geopotential number by the normal gravity value computed on the
 FY1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1395.degrees latitude (g = 980.6199 gals.).
 FY1395
 FY1395.The modeled gravity was interpolated from observed gravity values.
 FY1395
 FY1395;                    North         East    Units  Estimated Accuracy
 FY1395;SPC VA S     - 1,040,490.    3,374,360.      MT  (+/- 180 meters Scaled)
 FY1395
 FY1395                          SUPERSEDED SURVEY CONTROL
 FY1395
 FY1395  NGVD 29 (??/??/92)  235.564  (m)          772.85   (f) ADJ UNCH    2 0
 FY1395
 FY1395.Superseded values are not recommended for survey control.
 FY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1395.See file dsdata.txt to determine how the superseded data were derived.
 FY1395
 FY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA977610(NAD 83)
 FY1395_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1395_STAMPING: 772.945 1905
 FY1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1395
 FY1395  HISTORY     - Date     Condition        Report By
 FY1395  HISTORY     - 1905     MONUMENTED       USGS
 FY1395  HISTORY     - 1935     GOOD             NGS
 FY1395
 FY1395                          STATION DESCRIPTION
 FY1395
 FY1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1395'2.5 MI NW FROM MARTINSVILLE.
 FY1395'2.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1395'THE STATION AT MARTINSVILLE, HENRY COUNTY, ABOUT 576 FEET
 FY1395'NORTHWEST OF MILEPOST 64, 46 FEET NORTHEAST OF THE NORTHEAST
 FY1395'RAIL, AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A UNITED STATES
 FY1395'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 772.945 1905 AND RIVETED
 FY1395'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT
 FY1395'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5291 ***********************************************************************
 GV5291  DESIGNATION -  78 C OF R 1972
 GV5291  PID         -  GV5291
 GV5291  STATE/COUNTY-  VA/C OF RICHMOND
 GV5291  USGS QUAD   -  RICHMOND (1994)
 GV5291
 GV5291                         *CURRENT SURVEY CONTROL
 GV5291  ___________________________________________________________________
 GV5291* NAD 83(1993)-  37 30 24.72580(N)    077 29 19.69527(W)     ADJUSTED  
 GV5291* NAVD 88     -        65.80   (+/-2cm)     215.9    (feet)  VERTCON   
 GV5291  ___________________________________________________________________
 GV5291  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5291  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GV5291
 GV5291  HORZ ORDER  -  SECOND
 GV5291  VERT ORDER  -  THIRD ? (See Below)
 GV5291
 GV5291.The horizontal coordinates were established by classical geodetic methods
 GV5291.and adjusted by the National Geodetic Survey in November 1994..
 GV5291
 GV5291.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5291.The vertical order pertains to the NGVD 29 superseded value.
 GV5291
 GV5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5291
 GV5291.The geoid height was determined by GEOID03.
 GV5291
 GV5291;                    North         East     Units Scale Factor Converg.
 GV5291;SPC VA S     - 1,130,712.296 3,589,400.916   MT  0.99994835   +0 36 49.4
 GV5291;SPC VA S     - 3,709,678.59 11,776,226.17   sFT  0.99994835   +0 36 49.4
 GV5291;UTM  18      - 4,154,013.365   280,016.502   MT  1.00019612   -1 30 57.4
 GV5291
 GV5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5291!SPC VA S     -   0.99999485  x   0.99994835  =   0.99994320
 GV5291!UTM  18      -   0.99999485  x   1.00019612  =   1.00019097
 GV5291
 GV5291:                Primary Azimuth Mark                     Grid Az
 GV5291:SPC VA S     -  77 C OF R 1972                           192 31 08.9
 GV5291:UTM  18      -  77 C OF R 1972                           194 38 55.7
 GV5291
 GV5291|---------------------------------------------------------------------|
 GV5291| PID    Reference Object                     Distance      Geod. Az  |
 GV5291|                                                           dddmmss.s |
 GV5291| GV5292 77 C OF R 1972                      APPROX. 0.5 KM 1930758.3 |
 GV5291| GV5276 WHIT                                175.333 METERS 35731     |
 GV5291|---------------------------------------------------------------------|
 GV5291
 GV5291                          SUPERSEDED SURVEY CONTROL
 GV5291
 GV5291  NAD 83(1986)-  37 30 24.73213(N)    077 29 19.71216(W) AD(       ) 2
 GV5291  NAD 27      -  37 30 24.20241(N)    077 29 20.76592(W) AD(       ) 2
 GV5291  NGVD 29 (07/19/86)   66.11   (m)          216.9    (f) LEVELING    3  
 GV5291
 GV5291.Superseded values are not recommended for survey control.
 GV5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5291.See file dsdata.txt to determine how the superseded data were derived.
 GV5291
 GV5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8001754013(NAD 83)
 GV5291_MARKER: Z = SEE DESCRIPTION
 GV5291_SETTING: 0 = UNSPECIFIED SETTING
 GV5291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5291+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 GV5291
 GV5291  HISTORY     - Date     Condition        Report By
 GV5291  HISTORY     - 1972     MONUMENTED       VA2060
 GV5291  HISTORY     - 19951117 GOOD             USPSQD
 GV5291  HISTORY     - 20000302 GOOD             USPSQD
 GV5291  HISTORY     - 20031108 GOOD             USPSQD
 GV5291  HISTORY     - 20050202 GOOD             USPSQD
 GV5291
 GV5291                          STATION DESCRIPTION
 GV5291
 GV5291'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5291'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5291'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO
 GV5291'THE INTERSECTION WITH HULL STREET RD., THENCE WEST ON HULL STREET
 GV5291'RD. 0.85 MILE TO THE INTERSECTION OF CIRCLEWOOD DR., THENCE NORTH
 GV5291'ON CIRCLEWOOD DR. 0.85 MILE TO POINT NO. 78.
 GV5291'
 GV5291'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5291'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5291'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5291'ABOUT 8 INCHES BELOW GROUND.
 GV5291'
 GV5291'34.0 FEET W. OF S. E. CORNER OF 1-STORY CINDERBLOCK BLDG., 30.8 FEET
 GV5291'N. OF C AND P POLE NO. 5552B, 17.5 FEET E. OF C/L OF STREET.
 GV5291'
 GV5291'NEAREST TOWN--RICHMOND.
 GV5291
 GV5291                          STATION RECOVERY (1995)
 GV5291
 GV5291'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5291'RECOVERED IN GOOD CONDITION.
 GV5291
 GV5291                          STATION RECOVERY (2000)
 GV5291
 GV5291'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5291'RECOVERED IN GOOD CONDITION.
 GV5291
 GV5291                          STATION RECOVERY (2003)
 GV5291
 GV5291'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5291'RECOVERED IN GOOD CONDITION.
 GV5291
 GV5291                          STATION RECOVERY (2005)
 GV5291
 GV5291'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0717 ***********************************************************************
 FY0717  DESIGNATION -  780
 FY0717  PID         -  FY0717
 FY0717  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0717  USGS QUAD   -  PITTSVILLE (1978)
 FY0717
 FY0717                         *CURRENT SURVEY CONTROL
 FY0717  ___________________________________________________________________
 FY0717* NAD 83(1986)-  36 54 17.     (N)    079 22 57.     (W)     SCALED    
 FY0717* NAVD 88     -       237.810  (meters)     780.22   (feet)  ADJUSTED  
 FY0717  ___________________________________________________________________
 FY0717  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY0717  DYNAMIC HT  -         237.619 (meters)     779.59  (feet)  COMP
 FY0717  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 FY0717
 FY0717  VERT ORDER  -  FIRST     CLASS II
 FY0717
 FY0717.The horizontal coordinates were scaled from a topographic map and have
 FY0717.an estimated accuracy of +/- 6 seconds.
 FY0717
 FY0717.The orthometric height was determined by differential leveling
 FY0717.and adjusted by the National Geodetic Survey in June 1991..
 FY0717
 FY0717.The geoid height was determined by GEOID03.
 FY0717
 FY0717.The dynamic height is computed by dividing the NAVD 88
 FY0717.geopotential number by the normal gravity value computed on the
 FY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0717.degrees latitude (g = 980.6199 gals.).
 FY0717
 FY0717.The modeled gravity was interpolated from observed gravity values.
 FY0717
 FY0717;                    North         East    Units  Estimated Accuracy
 FY0717;SPC VA S     - 1,063,780.    3,421,350.      MT  (+/- 180 meters Scaled)
 FY0717
 FY0717                          SUPERSEDED SURVEY CONTROL
 FY0717
 FY0717  NGVD 29 (??/??/92)  238.034  (m)          780.95   (f) ADJ UNCH    1 2
 FY0717
 FY0717.Superseded values are not recommended for survey control.
 FY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0717.See file dsdata.txt to determine how the superseded data were derived.
 FY0717
 FY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA441855(NAD 83)
 FY0717_MARKER: Q = CHISELED SQUARE
 FY0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0717_SP_SET: SIGNAL BASE
 FY0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0717
 FY0717  HISTORY     - Date     Condition        Report By
 FY0717  HISTORY     - UNK      MONUMENTED       USGS
 FY0717  HISTORY     - 1932     GOOD             NGS
 FY0717  HISTORY     - 1935     GOOD             NGS
 FY0717
 FY0717                          STATION DESCRIPTION
 FY0717
 FY0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FY0717'1.4 MI N FROM WHITTLE.
 FY0717'ABOUT 1.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM WHITTLE,
 FY0717'PITTSYLVANIA COUNTY, ABOUT 330 FEET NORTH OF MILEPOST 212, 20
 FY0717'FEET NORTH OF AN OVERHEAD HIGHWAY BRIDGE, AT SIGNAL POST 211.9,
 FY0717'ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, 6 FEET
 FY0717'WEST OF THE WEST RAIL OF THE SOUTH-BOUND MAIN TRACK, AND ABOUT
 FY0717'LEVEL WITH THE TOP OF THE RAIL.  A CHISELED SQUARE.
 FY0717
 FY0717                          STATION RECOVERY (1935)
 FY0717
 FY0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2366 ***********************************************************************
 HV2366  DESIGNATION -  78.5 USE
 HV2366  PID         -  HV2366
 HV2366  STATE/COUNTY-  VA/FAIRFAX
 HV2366  USGS QUAD   -  FORT BELVOIR (1983)
 HV2366
 HV2366                         *CURRENT SURVEY CONTROL
 HV2366  ___________________________________________________________________
 HV2366* NAD 83(1986)-  38 42 20.     (N)    077 13 15.     (W)     SCALED    
 HV2366* NAVD 88     -        23.670  (meters)      77.66   (feet)  ADJUSTED  
 HV2366  ___________________________________________________________________
 HV2366  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2366  DYNAMIC HT  -          23.657 (meters)      77.61  (feet)  COMP
 HV2366  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 HV2366
 HV2366  VERT ORDER  -  FIRST     CLASS II
 HV2366
 HV2366.The horizontal coordinates were scaled from a topographic map and have
 HV2366.an estimated accuracy of +/- 6 seconds.
 HV2366
 HV2366.The orthometric height was determined by differential leveling
 HV2366.and adjusted by the National Geodetic Survey in June 1991..
 HV2366
 HV2366.The geoid height was determined by GEOID03.
 HV2366
 HV2366.The dynamic height is computed by dividing the NAVD 88
 HV2366.geopotential number by the normal gravity value computed on the
 HV2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2366.degrees latitude (g = 980.6199 gals.).
 HV2366
 HV2366.The modeled gravity was interpolated from observed gravity values.
 HV2366
 HV2366;                    North         East    Units  Estimated Accuracy
 HV2366;SPC VA N     - 2,116,090.    3,611,260.      MT  (+/- 180 meters Scaled)
 HV2366
 HV2366                          SUPERSEDED SURVEY CONTROL
 HV2366
 HV2366  NGVD 29 (??/??/??)   23.931  (m)           78.51   (f) ADJUSTED    1 2
 HV2366
 HV2366.Superseded values are not recommended for survey control.
 HV2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2366.See file dsdata.txt to determine how the superseded data were derived.
 HV2366
 HV2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH068864(NAD 83)
 HV2366_MARKER: Q = CHISELED SQUARE
 HV2366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2366_SP_SET: BRIDGE
 HV2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2366
 HV2366  HISTORY     - Date     Condition        Report By
 HV2366  HISTORY     - UNK      MONUMENTED       USE
 HV2366  HISTORY     - 1955     POOR             CGS
 HV2366
 HV2366                          STATION DESCRIPTION
 HV2366
 HV2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2366'AT LORTON.
 HV2366'200 YARDS NORTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2366'RAILROAD FROM LORTON, FAIRFAX COUNTY, AT A STEEL-TRUSS BRIDGE
 HV2366'OVER A HIGHWAY, AND ON THE WEST SIDE OF THE SOUTH CONCRETE
 HV2366'ABUTMENT.  A CHISELED SQUARE.  NOTE-- THE ABUTMENT HAS BEEN
 HV2366'REMODELED AND THE CHISELED SQUARE HAS BEEN PARTIALLY FILLED WITH
 HV2366'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0717 ***********************************************************************
 GW0717  DESIGNATION -  786.25
 GW0717  PID         -  GW0717
 GW0717  STATE/COUNTY-  VA/NELSON
 GW0717  USGS QUAD   -  GREENFIELD (1981)
 GW0717
 GW0717                         *CURRENT SURVEY CONTROL
 GW0717  ___________________________________________________________________
 GW0717* NAD 83(1986)-  37 57 44.     (N)    078 46 43.     (W)     SCALED    
 GW0717* NAVD 88     -       239.418  (meters)     785.49   (feet)  ADJUSTED  
 GW0717  ___________________________________________________________________
 GW0717  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW0717  DYNAMIC HT  -         239.244 (meters)     784.92  (feet)  COMP
 GW0717  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 GW0717
 GW0717  VERT ORDER  -  SECOND    CLASS 0
 GW0717
 GW0717.The horizontal coordinates were scaled from a topographic map and have
 GW0717.an estimated accuracy of +/- 6 seconds.
 GW0717
 GW0717.The orthometric height was determined by differential leveling
 GW0717.and adjusted by the National Geodetic Survey in June 1991..
 GW0717
 GW0717.The geoid height was determined by GEOID03.
 GW0717
 GW0717.The dynamic height is computed by dividing the NAVD 88
 GW0717.geopotential number by the normal gravity value computed on the
 GW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0717.degrees latitude (g = 980.6199 gals.).
 GW0717
 GW0717.The modeled gravity was interpolated from observed gravity values.
 GW0717
 GW0717;                    North         East    Units  Estimated Accuracy
 GW0717;SPC VA S     - 1,180,810.    3,475,520.      MT  (+/- 180 meters Scaled)
 GW0717
 GW0717                          SUPERSEDED SURVEY CONTROL
 GW0717
 GW0717  NGVD 29 (??/??/92)  239.653  (m)          786.26   (f) ADJ UNCH    2 0
 GW0717
 GW0717.Superseded values are not recommended for survey control.
 GW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0717.See file dsdata.txt to determine how the superseded data were derived.
 GW0717
 GW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC951039(NAD 83)
 GW0717_MARKER: N = NAIL
 GW0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0717_SP_SET: TREE
 GW0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0717
 GW0717  HISTORY     - Date     Condition        Report By
 GW0717  HISTORY     - UNK      MONUMENTED       USGS
 GW0717  HISTORY     - 1935     GOOD             NGS
 GW0717
 GW0717                          STATION DESCRIPTION
 GW0717
 GW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0717'4.5 MI NE FROM GREENFIELD.
 GW0717'1.6 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM THE POST OFFICE
 GW0717'AT GREENFIELD, NELSON COUNTY, THENCE 2.9 MILES NORTHEAST
 GW0717'ALONG COUNTY ROAD 635, 0.8 MILE NORTHEAST OF THE JUNCTION OF
 GW0717'COUNTY ROAD 634, 400 FEET SOUTH OF THE JUNCTION OF A ROAD,
 GW0717'OPPOSITE THE J.H. CRAIG SERVICE STATION AND HOUSE, 12 FEET
 GW0717'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE FENCE,
 GW0717'AND IN THE ROOT OF A 12-INCH LOCUST TREE.  A UNITED STATES
 GW0717'GEOLOGICAL SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0818 ***********************************************************************
 FX0818  DESIGNATION -  79
 FX0818  PID         -  FX0818
 FX0818  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0818  USGS QUAD   -  IVOR (1989)
 FX0818
 FX0818                         *CURRENT SURVEY CONTROL
 FX0818  ___________________________________________________________________
 FX0818* NAD 83(1986)-  36 55 48.     (N)    076 55 52.     (W)     SCALED    
 FX0818* NAVD 88     -        23.627  (meters)      77.52   (feet)  POSTED    
 FX0818  ___________________________________________________________________
 FX0818  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 FX0818  DYNAMIC HT  -          23.610 (meters)      77.46  (feet)  COMP
 FX0818  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 FX0818
 FX0818  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0818
 FX0818.The horizontal coordinates were scaled from a topographic map and have
 FX0818.an estimated accuracy of +/- 6 seconds.
 FX0818
 FX0818.The orthometric height was determined by differential leveling
 FX0818.and adjusted by the National Geodetic Survey in 1992..
 FX0818.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0818.rate of 1.1 thru 2.0 mm/km.
 FX0818
 FX0818.The geoid height was determined by GEOID03.
 FX0818
 FX0818.The dynamic height is computed by dividing the NAVD 88
 FX0818.geopotential number by the normal gravity value computed on the
 FX0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0818.degrees latitude (g = 980.6199 gals.).
 FX0818
 FX0818.The modeled gravity was interpolated from observed gravity values.
 FX0818
 FX0818;                    North         East    Units  Estimated Accuracy
 FX0818;SPC VA S     - 1,067,380.    3,639,770.      MT  (+/- 180 meters Scaled)
 FX0818
 FX0818                          SUPERSEDED SURVEY CONTROL
 FX0818
 FX0818  NGVD 29 (??/??/92)   24.00   (m)           78.7    (f) COMPUTED    1 2
 FX0818
 FX0818.Superseded values are not recommended for survey control.
 FX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0818.See file dsdata.txt to determine how the superseded data were derived.
 FX0818
 FX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF280888(NAD 83)
 FX0818_MARKER: Z = SEE DESCRIPTION
 FX0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0818_SP_SET: SIGNAL BASE
 FX0818_STAMPING: 79 1918
 FX0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0818
 FX0818  HISTORY     - Date     Condition        Report By
 FX0818  HISTORY     - 1918     MONUMENTED       USGS
 FX0818  HISTORY     - 1932     GOOD             NGS
 FX0818  HISTORY     - 1960     MARK NOT FOUND   USGS
 FX0818
 FX0818                          STATION DESCRIPTION
 FX0818
 FX0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX0818'2.6 MI NW FROM IVOR.
 FX0818'ON THE NORFOLK AND WESTERN RAILWAY, 0.4 MILE NORTHWEST OF
 FX0818'MILEPOST 47, AT AUTOMATIC SIGNAL SEMAPHORE NO. 475, ON THE
 FX0818'NORTHEAST SIDE OF THE RAILWAY TRACK, IN THE TOP OF THE CONCRETE
 FX0818'LADDER BASE OF THE SIGNAL.
 FX0818
 FX0818                          STATION RECOVERY (1960)
 FX0818
 FX0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FX0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5300 ***********************************************************************
 GV5300  DESIGNATION -  79 C OF R 1972
 GV5300  PID         -  GV5300
 GV5300  STATE/COUNTY-  VA/C OF RICHMOND
 GV5300  USGS QUAD   -  RICHMOND (1994)
 GV5300
 GV5300                         *CURRENT SURVEY CONTROL
 GV5300  ___________________________________________________________________
 GV5300* NAD 83(1993)-  37 30 50.58927(N)    077 29 55.97917(W)     ADJUSTED  
 GV5300* NAVD 88     -        67.09   (+/-2cm)     220.1    (feet)  VERTCON   
 GV5300  ___________________________________________________________________
 GV5300  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV5300  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV5300
 GV5300  HORZ ORDER  -  SECOND
 GV5300  VERT ORDER  -  THIRD ? (See Below)
 GV5300
 GV5300.The horizontal coordinates were established by classical geodetic methods
 GV5300.and adjusted by the National Geodetic Survey in November 1994..
 GV5300
 GV5300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5300.The vertical order pertains to the NGVD 29 superseded value.
 GV5300
 GV5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5300
 GV5300.The geoid height was determined by GEOID03.
 GV5300
 GV5300;                    North         East     Units Scale Factor Converg.
 GV5300;SPC VA S     - 1,131,500.078 3,588,501.411   MT  0.99994866   +0 36 27.4
 GV5300;SPC VA S     - 3,712,263.17 11,773,275.05   sFT  0.99994866   +0 36 27.4
 GV5300;UTM  18      - 4,154,834.237   279,146.678   MT  1.00020085   -1 31 20.4
 GV5300
 GV5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5300!SPC VA S     -   0.99999465  x   0.99994866  =   0.99994331
 GV5300!UTM  18      -   0.99999465  x   1.00020085  =   1.00019549
 GV5300
 GV5300:                Primary Azimuth Mark                     Grid Az
 GV5300:SPC VA S     -  23 C OF R 1972                           161 58 28.4
 GV5300:UTM  18      -  23 C OF R 1972                           164 06 16.2
 GV5300
 GV5300|---------------------------------------------------------------------|
 GV5300| PID    Reference Object                     Distance      Geod. Az  |
 GV5300|                                                           dddmmss.s |
 GV5300| GV5297 23 C OF R 1972                      APPROX. 0.8 KM 1623455.8 |
 GV5300| GV5301 80 C OF R 1972                      APPROX. 0.5 KM 3594615.6 |
 GV5300|---------------------------------------------------------------------|
 GV5300
 GV5300                          SUPERSEDED SURVEY CONTROL
 GV5300
 GV5300  NAD 83(1986)-  37 30 50.59540(N)    077 29 55.99609(W) AD(       ) 2
 GV5300  NAD 27      -  37 30 50.06583(N)    077 29 57.04905(W) AD(       ) 2
 GV5300  NGVD 29 (07/19/86)   67.40   (m)          221.1    (f) LEVELING    3  
 GV5300
 GV5300.Superseded values are not recommended for survey control.
 GV5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5300.See file dsdata.txt to determine how the superseded data were derived.
 GV5300
 GV5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7914754834(NAD 83)
 GV5300_MARKER: Z = SEE DESCRIPTION
 GV5300_SETTING: 0 = UNSPECIFIED SETTING
 GV5300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5300+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5300
 GV5300  HISTORY     - Date     Condition        Report By
 GV5300  HISTORY     - 1972     MONUMENTED       VA2060
 GV5300  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5300  HISTORY     - 20000302 GOOD             USPSQD
 GV5300  HISTORY     - 20040302 GOOD             USPSQD
 GV5300
 GV5300                          STATION DESCRIPTION
 GV5300
 GV5300'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5300'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5300'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5300'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5300'THENCE SOUTHWEST ON JAHNKE RD. 0.20 MILE TO FAYE ST., THENCE SOUTH
 GV5300'ON FAYE ST. 0.20 MILE TO POINT NO. 79.
 GV5300'
 GV5300'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5300'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5300'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT
 GV5300'SET ABOUT 6 INCHES BELOW GROUND.
 GV5300'
 GV5300'20.3 FEET W. OF C/L OF FAYE ST., 25.0 FEET E. OF C AND P POLE
 GV5300'NO. 6846F, 45.1 FEET N. E. OF 8 INCH OAK TREE, 5.0 FEET N. E. OF
 GV5300'IRON PROP. CORNER PIN.
 GV5300'
 GV5300'NEAREST TOWN--RICHMOND.
 GV5300
 GV5300                          STATION RECOVERY (1995)
 GV5300
 GV5300'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5300'MARK NOT FOUND.
 GV5300
 GV5300                          STATION RECOVERY (2000)
 GV5300
 GV5300'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5300'RECOVERED IN GOOD CONDITION.
 GV5300
 GV5300                          STATION RECOVERY (2004)
 GV5300
 GV5300'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3428 ***********************************************************************
 GV3428  DESIGNATION -  79 JWM USGS RESET 1968
 GV3428  PID         -  GV3428
 GV3428  STATE/COUNTY-  VA/AMELIA
 GV3428  USGS QUAD   -  CHULA (1979)
 GV3428
 GV3428                         *CURRENT SURVEY CONTROL
 GV3428  ___________________________________________________________________
 GV3428* NAD 83(1986)-  37 25 54.     (N)    077 53 34.     (W)     SCALED    
 GV3428* NAVD 88     -       100.365  (meters)     329.28   (feet)  ADJUSTED  
 GV3428  ___________________________________________________________________
 GV3428  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GV3428  DYNAMIC HT  -         100.297 (meters)     329.06  (feet)  COMP
 GV3428  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 GV3428
 GV3428  VERT ORDER  -  FIRST     CLASS II
 GV3428
 GV3428.The horizontal coordinates were scaled from a topographic map and have
 GV3428.an estimated accuracy of +/- 6 seconds.
 GV3428
 GV3428.The orthometric height was determined by differential leveling
 GV3428.and adjusted by the National Geodetic Survey in June 1991..
 GV3428
 GV3428.The geoid height was determined by GEOID03.
 GV3428
 GV3428.The dynamic height is computed by dividing the NAVD 88
 GV3428.geopotential number by the normal gravity value computed on the
 GV3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3428.degrees latitude (g = 980.6199 gals.).
 GV3428
 GV3428.The modeled gravity was interpolated from observed gravity values.
 GV3428
 GV3428;                    North         East    Units  Estimated Accuracy
 GV3428;SPC VA S     - 1,122,060.    3,553,740.      MT  (+/- 180 meters Scaled)
 GV3428
 GV3428                          SUPERSEDED SURVEY CONTROL
 GV3428
 GV3428.No superseded survey control is available for this station.
 GV3428
 GV3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG440466(NAD 83)
 GV3428_MARKER: DB = BENCH MARK DISK
 GV3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3428_SP_SET: CONCRETE POST
 GV3428_STAMPING: 79 JWM RESET 1968
 GV3428_PROJECTION: PROJECTING 3 CENTIMETERS
 GV3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3428+STABILITY: SURFACE MOTION
 GV3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3428+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GV3428
 GV3428  HISTORY     - Date     Condition        Report By
 GV3428  HISTORY     - 1968     MONUMENTED       USGS
 GV3428  HISTORY     - 1979     GOOD             NGS
 GV3428  HISTORY     - 19941107 GOOD             USPSQD
 GV3428  HISTORY     - 20000304 GOOD             USPSQD
 GV3428  HISTORY     - 20041027 GOOD             USPSQD
 GV3428
 GV3428                          STATION DESCRIPTION
 GV3428
 GV3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3428'3.1 MI NORTH FROM CHULA.
 GV3428'ABOUT 3.1 MILES NORTH ALONG COUNTY ROAD 604 FROM ITS JUNCTION WITH
 GV3428'COUNTY ROAD 636 IN CHULA.  MARK IS SET AT THE MATTOX PRESBYTERIAN
 GV3428'CHURCH, 188.5 FEET WEST OF THE CENTER OF COUNTY ROAD 604, 51 FEET
 GV3428'NORTH OF THE CENTER OF A PRIVATE DRIVE LEADING WEST TO THE CHURCH, AND
 GV3428'6 FEET EAST OF THE MOST SOUTHERLY STEPS LEADING TO THE CHURCH.
 GV3428'NOTE=LINE TIE MARK.
 GV3428'THE MARK IS 5 FT BELOW THE ROAD.
 GV3428
 GV3428                          STATION RECOVERY (1994)
 GV3428
 GV3428'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3428'RECOVERED IN GOOD CONDITION.
 GV3428
 GV3428                          STATION RECOVERY (2000)
 GV3428
 GV3428'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3428'RECOVERED IN GOOD CONDITION.
 GV3428
 GV3428                          STATION RECOVERY (2004)
 GV3428
 GV3428'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1230 ***********************************************************************
 HW1230  DESIGNATION -  790.5
 HW1230  PID         -  HW1230
 HW1230  STATE/COUNTY-  VA/PAGE
 HW1230  USGS QUAD   -  HAMBURG (1984)
 HW1230
 HW1230                         *CURRENT SURVEY CONTROL
 HW1230  ___________________________________________________________________
 HW1230* NAD 83(1986)-  38 38 30.     (N)    078 33 40.     (W)     SCALED    
 HW1230* NAVD 88     -       240.810  (meters)     790.06   (feet)  ADJUSTED  
 HW1230  ___________________________________________________________________
 HW1230  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HW1230  DYNAMIC HT  -         240.644 (meters)     789.51  (feet)  COMP
 HW1230  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 HW1230
 HW1230  VERT ORDER  -  SECOND    CLASS 0
 HW1230
 HW1230.The horizontal coordinates were scaled from a topographic map and have
 HW1230.an estimated accuracy of +/- 6 seconds.
 HW1230
 HW1230.The orthometric height was determined by differential leveling
 HW1230.and adjusted by the National Geodetic Survey in June 1991..
 HW1230
 HW1230.The geoid height was determined by GEOID03.
 HW1230
 HW1230.The dynamic height is computed by dividing the NAVD 88
 HW1230.geopotential number by the normal gravity value computed on the
 HW1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1230.degrees latitude (g = 980.6199 gals.).
 HW1230
 HW1230.The modeled gravity was interpolated from observed gravity values.
 HW1230
 HW1230;                    North         East    Units  Estimated Accuracy
 HW1230;SPC VA N     - 2,108,230.    3,494,680.      MT  (+/- 180 meters Scaled)
 HW1230
 HW1230                          SUPERSEDED SURVEY CONTROL
 HW1230
 HW1230  NGVD 29 (??/??/92)  240.980  (m)          790.62   (f) ADJ UNCH    2 0
 HW1230
 HW1230.Superseded values are not recommended for survey control.
 HW1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1230.See file dsdata.txt to determine how the superseded data were derived.
 HW1230
 HW1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC122798(NAD 83)
 HW1230_MARKER: Q = CHISELED SQUARE
 HW1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1230_SP_SET: CULVERT
 HW1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1230
 HW1230  HISTORY     - Date     Condition        Report By
 HW1230  HISTORY     - UNK      MONUMENTED       CGS
 HW1230  HISTORY     - 1942     GOOD             NGS
 HW1230  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1230
 HW1230                          STATION DESCRIPTION
 HW1230
 HW1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW1230'5.9 MI W FROM LURAY.
 HW1230'5.9 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE HAWKSBILL CREEK
 HW1230'BRIDGE AT LURAY, PAGE COUNTY, ON THE NORTH HEADWALL OF A CONCRETE
 HW1230'CULVERT, 15 INCHES WEST OF THE EAST END, 3 INCHES NORTH OF THE
 HW1230'SOUTH EDGE, DIRECTLY BELOW THE 5 OF THE PAINTED NUMBER 790.5,
 HW1230'AND 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED
 HW1230'SQUARE.
 HW1230
 HW1230                          STATION RECOVERY (1965)
 HW1230
 HW1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1579 ***********************************************************************
 GW1579  DESIGNATION -  794
 GW1579  PID         -  GW1579
 GW1579  STATE/COUNTY-  VA/BOTETOURT
 GW1579  USGS QUAD   -  BUCHANAN (1985)
 GW1579
 GW1579                         *CURRENT SURVEY CONTROL
 GW1579  ___________________________________________________________________
 GW1579* NAD 83(1986)-  37 33 48.     (N)    079 38 03.     (W)     SCALED    
 GW1579* NAVD 88     -       241.885  (meters)     793.58   (feet)  ADJUSTED  
 GW1579  ___________________________________________________________________
 GW1579  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1579  DYNAMIC HT  -         241.692 (meters)     792.95  (feet)  COMP
 GW1579  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 GW1579
 GW1579  VERT ORDER  -  FIRST     CLASS II
 GW1579
 GW1579.The horizontal coordinates were scaled from a topographic map and have
 GW1579.an estimated accuracy of +/- 6 seconds.
 GW1579
 GW1579.The orthometric height was determined by differential leveling
 GW1579.and adjusted by the National Geodetic Survey in June 1991..
 GW1579
 GW1579.The geoid height was determined by GEOID03.
 GW1579
 GW1579.The dynamic height is computed by dividing the NAVD 88
 GW1579.geopotential number by the normal gravity value computed on the
 GW1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1579.degrees latitude (g = 980.6199 gals.).
 GW1579
 GW1579.The modeled gravity was interpolated from observed gravity values.
 GW1579
 GW1579;                    North         East    Units  Estimated Accuracy
 GW1579;SPC VA S     - 1,137,100.    3,399,800.      MT  (+/- 180 meters Scaled)
 GW1579
 GW1579                          SUPERSEDED SURVEY CONTROL
 GW1579
 GW1579  NGVD 29 (??/??/92)  242.096  (m)          794.28   (f) ADJ UNCH    1 2
 GW1579
 GW1579.Superseded values are not recommended for survey control.
 GW1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1579.See file dsdata.txt to determine how the superseded data were derived.
 GW1579
 GW1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB206582(NAD 83)
 GW1579_MARKER: DD = SURVEY DISK
 GW1579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1579_SP_SET: BRIDGE
 GW1579_STAMPING: 794.277 794 1905
 GW1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1579
 GW1579  HISTORY     - Date     Condition        Report By
 GW1579  HISTORY     - 1905     MONUMENTED       USGS
 GW1579  HISTORY     - 1958     GOOD             NGS
 GW1579
 GW1579                          STATION DESCRIPTION
 GW1579
 GW1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1579'0.1 MI W FROM INDIAN ROCK.
 GW1579'ABOUT 0.1 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1579'THE STATION AT INDIAN ROCK, AT BRIDGE NO. 188.8 OVER WHISTLE
 GW1579'CREEK, ON TOP OF THE SOUTH END OF THE WEST BRIDGE SEAT, 9.7
 GW1579'FEET SOUTH OF THE SOUTH RAIL, 0.6 FOOT NORTH OF THE SOUTH END
 GW1579'OF THE BRIDGE SEAT AND 4 1/2 FEET BELOW THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0292 ***********************************************************************
 GV0292  DESIGNATION -  8
 GV0292  PID         -  GV0292
 GV0292  STATE/COUNTY-  VA/MATHEWS
 GV0292  USGS QUAD   -  MATHEWS (1965)
 GV0292
 GV0292                         *CURRENT SURVEY CONTROL
 GV0292  ___________________________________________________________________
 GV0292* NAD 83(1986)-  37 25 59.     (N)    076 19 16.     (W)     SCALED    
 GV0292* NAVD 88     -         2.085  (meters)       6.84   (feet)  ADJUSTED  
 GV0292  ___________________________________________________________________
 GV0292  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV0292  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 GV0292  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 GV0292
 GV0292  VERT ORDER  -  SECOND    CLASS 0
 GV0292
 GV0292.The horizontal coordinates were scaled from a topographic map and have
 GV0292.an estimated accuracy of +/- 6 seconds.
 GV0292
 GV0292.The orthometric height was determined by differential leveling
 GV0292.and adjusted by the National Geodetic Survey in June 1991..
 GV0292
 GV0292.The geoid height was determined by GEOID03.
 GV0292
 GV0292.The dynamic height is computed by dividing the NAVD 88
 GV0292.geopotential number by the normal gravity value computed on the
 GV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0292.degrees latitude (g = 980.6199 gals.).
 GV0292
 GV0292.The modeled gravity was interpolated from observed gravity values.
 GV0292
 GV0292;                    North         East    Units  Estimated Accuracy
 GV0292;SPC VA S     - 1,124,270.    3,692,810.      MT  (+/- 180 meters Scaled)
 GV0292
 GV0292                          SUPERSEDED SURVEY CONTROL
 GV0292
 GV0292  NGVD 29 (??/??/??)    2.434  (m)            7.99   (f) ADJUSTED    2 0
 GV0292
 GV0292.Superseded values are not recommended for survey control.
 GV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0292.See file dsdata.txt to determine how the superseded data were derived.
 GV0292
 GV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG831437(NAD 83)
 GV0292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0292_STAMPING: 8 1916
 GV0292_MARK LOGO: USGS  
 GV0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0292+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0292
 GV0292  HISTORY     - Date     Condition        Report By
 GV0292  HISTORY     - 1916     MONUMENTED       USGS
 GV0292  HISTORY     - 1961     GOOD             CGS
 GV0292  HISTORY     - 1989     GOOD             USPSQD
 GV0292  HISTORY     - 19910902 GOOD             USPSQD
 GV0292  HISTORY     - 19920404 GOOD             USPSQD
 GV0292  HISTORY     - 20020118 GOOD             USPSQD
 GV0292  HISTORY     - 20060117 GOOD             USPSQD
 GV0292
 GV0292                          STATION DESCRIPTION
 GV0292
 GV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0292'AT MATHEWS.
 GV0292'0.3 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE SOUTH JUNCTION OF
 GV0292'STATE HIGHWAY 198 AT MATHEWS, AT THE BANK OF MATHEWS, 2 FEET
 GV0292'EAST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING, AND 1 FOOT
 GV0292'SOUTH OF THE SOUTH FACE.  RECOVERED AS DESCRIBED.  THE BANK IS
 GV0292'NOW KNOWN AS FARMERS BANK OF MATHEWS.
 GV0292
 GV0292                          STATION RECOVERY (1989)
 GV0292
 GV0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0292'RECOVERED IN GOOD CONDITION.
 GV0292
 GV0292                          STATION RECOVERY (1991)
 GV0292
 GV0292'RECOVERY NOTE BY US POWER SQUADRON 1991 (WWS)
 GV0292'RECOVERED IN GOOD CONDITION.
 GV0292
 GV0292                          STATION RECOVERY (1992)
 GV0292
 GV0292'RECOVERY NOTE BY US POWER SQUADRON 1992
 GV0292'RECOVERED IN GOOD CONDITION.  NOTE--BUILDING AT SITE IS BEIGE/BUFF
 GV0292'COLORED BRICK, NO LONGER USED AS A BANK, IS NOW MATHEWS MEMORIAL
 GV0292'LIBRARY, MARKER STAMPING REMAINS LEGIBLE EVEN THOUGH SLIGHTLY DAMAGED
 GV0292'BY LAWN MOWER.
 GV0292
 GV0292                          STATION RECOVERY (2002)
 GV0292
 GV0292'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0292'RECOVERED IN GOOD CONDITION.
 GV0292
 GV0292                          STATION RECOVERY (2006)
 GV0292
 GV0292'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5588 ***********************************************************************
 GV5588  DESIGNATION -  8
 GV5588  PID         -  GV5588
 GV5588  STATE/COUNTY-  VA/C OF RICHMOND
 GV5588  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5588
 GV5588                         *CURRENT SURVEY CONTROL
 GV5588  ___________________________________________________________________
 GV5588* NAD 83(1993)-  37 28 08.74066(N)    077 29 04.67760(W)     ADJUSTED  
 GV5588* NAVD 88     -        60.38   (+/-2cm)     198.1    (feet)  VERTCON   
 GV5588  ___________________________________________________________________
 GV5588  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV5588  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5588
 GV5588  HORZ ORDER  -  SECOND
 GV5588  VERT ORDER  -  THIRD ? (See Below)
 GV5588
 GV5588.The horizontal coordinates were established by classical geodetic methods
 GV5588.and adjusted by the National Geodetic Survey in September 1995..
 GV5588
 GV5588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5588.The vertical order pertains to the NGVD 29 superseded value.
 GV5588
 GV5588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5588
 GV5588.The geoid height was determined by GEOID03.
 GV5588
 GV5588;                    North         East     Units Scale Factor Converg.
 GV5588;SPC VA S     - 1,126,524.340 3,589,814.804   MT  0.99994697   +0 36 58.5
 GV5588;SPC VA S     - 3,695,938.61 11,777,584.07   sFT  0.99994697   +0 36 58.5
 GV5588;UTM  18      - 4,149,811.883   280,274.587   MT  1.00019473   -1 30 43.5
 GV5588
 GV5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5588!SPC VA S     -   0.99999571  x   0.99994697  =   0.99994268
 GV5588!UTM  18      -   0.99999571  x   1.00019473  =   1.00019044
 GV5588
 GV5588|---------------------------------------------------------------------|
 GV5588| PID    Reference Object                     Distance      Geod. Az  |
 GV5588|                                                           dddmmss.s |
 GV5588| GV5587 100 C OF R 1972                     248.695 METERS 04656     |
 GV5588| GV5584 7                                   343.355 METERS 07117     |
 GV5588| GV5597 9                                   314.942 METERS 24059     |
 GV5588| DC5531 8 RM                                 16.834 METERS 33930     |
 GV5588|---------------------------------------------------------------------|
 GV5588
 GV5588                          SUPERSEDED SURVEY CONTROL
 GV5588
 GV5588  NAD 83(1993)-  37 28 08.74062(N)    077 29 04.67749(W) AD(       ) 2
 GV5588  NAD 83(1986)-  37 28 08.74688(N)    077 29 04.69440(W) AD(       ) 2
 GV5588  NAD 27      -  37 28 08.21488(N)    077 29 05.74617(W) AD(       ) 2
 GV5588  NGVD 29 (07/19/86)   60.69   (m)          199.1    (f) LEVELING    3  
 GV5588
 GV5588.Superseded values are not recommended for survey control.
 GV5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5588.See file dsdata.txt to determine how the superseded data were derived.
 GV5588
 GV5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8027549812(NAD 83)
 GV5588_MARKER: Z = SEE DESCRIPTION
 GV5588_SETTING: 0 = UNSPECIFIED SETTING
 GV5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5588+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5588
 GV5588  HISTORY     - Date     Condition        Report By
 GV5588  HISTORY     - 1972     MONUMENTED       VA2060
 GV5588  HISTORY     - 19951221 GOOD             USPSQD
 GV5588  HISTORY     - 19991023 GOOD             USPSQD
 GV5588  HISTORY     - 20031120 GOOD             USPSQD
 GV5588
 GV5588                          STATION DESCRIPTION
 GV5588
 GV5588'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5588'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5588'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5588'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.15 MILE TO POINT NO 8.
 GV5588'
 GV5588'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5588'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5588'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5588'ABOUT 10 INCH BELOW GROUND.
 GV5588'
 GV5588'40.7 FEET W. OF C/L RT. 10, 53.3 FEET S. W. OF VEPCO POLE NO IH89,
 GV5588'29.3 FEET N. E. OF 15 INCH PINE TREE.
 GV5588'
 GV5588'REFERENCE MARK, AN IRON PIN SET IN CONCRETE, WITH PUNCH HOLE IN
 GV5588'CENTER OF PIN, SET FLUSH TO GROUND.  1.7 FEET E. OF 3.5 INCH
 GV5588'SIDEWALK, 22.0 FEET S. W. OF 10 INCH CEDAR TREE, 32.4 FEET N. W. OF
 GV5588'24 INCH OAK TREE.
 GV5588'
 GV5588'DISTANCE BETWEEN PT. 8 AND R. M. IS 55.24 FT., 16.834 M.
 GV5588'
 GV5588'NEAREST TOWN--RICHMOND.
 GV5588
 GV5588                          STATION RECOVERY (1995)
 GV5588
 GV5588'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5588'RECOVERED IN GOOD CONDITION.
 GV5588
 GV5588                          STATION RECOVERY (1999)
 GV5588
 GV5588'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5588'RECOVERED IN GOOD CONDITION.
 GV5588
 GV5588                          STATION RECOVERY (2003)
 GV5588
 GV5588'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5588'MARK IS 9.1FT WEST OF CURB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9373 ***********************************************************************
 HV9373  DESIGNATION -  8 AAM RESET
 HV9373  PID         -  HV9373
 HV9373  STATE/COUNTY-  VA/FAIRFAX
 HV9373  USGS QUAD   -  VIENNA (1994)
 HV9373
 HV9373                         *CURRENT SURVEY CONTROL
 HV9373  ___________________________________________________________________
 HV9373* NAD 83(1986)-  38 57 57.     (N)    077 17 15.     (W)     SCALED    
 HV9373* NAVD 88     -        60.620  (meters)     198.88   (feet)  ADJUSTED  
 HV9373  ___________________________________________________________________
 HV9373  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV9373  DYNAMIC HT  -          60.588 (meters)     198.78  (feet)  COMP
 HV9373  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 HV9373
 HV9373  VERT ORDER  -  THIRD
 HV9373
 HV9373.The horizontal coordinates were scaled from a topographic map and have
 HV9373.an estimated accuracy of +/- 6 seconds.
 HV9373
 HV9373.The orthometric height was determined by differential leveling
 HV9373.and adjusted by the National Geodetic Survey in September 2004..
 HV9373
 HV9373.The geoid height was determined by GEOID03.
 HV9373
 HV9373.The dynamic height is computed by dividing the NAVD 88
 HV9373.geopotential number by the normal gravity value computed on the
 HV9373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9373.degrees latitude (g = 980.6199 gals.).
 HV9373
 HV9373.The modeled gravity was interpolated from observed gravity values.
 HV9373
 HV9373;                    North         East    Units  Estimated Accuracy
 HV9373;SPC VA N     - 2,144,900.    3,605,080.      MT  (+/- 180 meters Scaled)
 HV9373
 HV9373                          SUPERSEDED SURVEY CONTROL
 HV9373
 HV9373.No superseded survey control is available for this station.
 HV9373
 HV9373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ018154(NAD 83)
 HV9373_MARKER: DD = SURVEY DISK
 HV9373_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HV9373_SP_SET: BRIDGE HEADWALL
 HV9373_STAMPING: 8 AAM 1963 RESET 1967
 HV9373_MARK LOGO: USGS  
 HV9373_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9373+STABILITY: SURFACE MOTION
 HV9373
 HV9373  HISTORY     - Date     Condition        Report By
 HV9373  HISTORY     - 1967     MONUMENTED       USGS
 HV9373  HISTORY     - 19911111 GOOD             VA-059
 HV9373
 HV9373                          STATION DESCRIPTION
 HV9373
 HV9373'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9373'THE STATION IS LOCATED ON THE BRIDGE OVER DIFFICULT RUN ON ROUTE 7,
 HV9373'IN FAIRFAX COUNTY, VA.  TO REACH THE STATION FROM THE JUNCTION OF
 HV9373'ROUTE 7 AND BEULAH ROAD, ROUTE 702, PROCEED WEST ALONG ROUTE 7 TO THE
 HV9373'BRIDGE OVER DIFFICULT RUN AND THE STATION ON THE RIGHT, IN THE TOP OF
 HV9373'THE EAST END OF THE NORTH HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1721 ***********************************************************************
 GX1721  DESIGNATION -  8 BC
 GX1721  PID         -  GX1721
 GX1721  STATE/COUNTY-  VA/BUCHANAN
 GX1721  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1721
 GX1721                         *CURRENT SURVEY CONTROL
 GX1721  ___________________________________________________________________
 GX1721* NAD 83(1986)-  37 11 40.     (N)    081 57 12.     (W)     SCALED    
 GX1721* NAVD 88     -       464.019  (meters)    1522.37   (feet)  ADJUSTED  
 GX1721  ___________________________________________________________________
 GX1721  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1721  DYNAMIC HT  -         463.625 (meters)    1521.08  (feet)  COMP
 GX1721  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GX1721
 GX1721  VERT ORDER  -  SECOND    CLASS 0
 GX1721
 GX1721.The horizontal coordinates were scaled from a topographic map and have
 GX1721.an estimated accuracy of +/- 6 seconds.
 GX1721
 GX1721.The orthometric height was determined by differential leveling
 GX1721.and adjusted by the National Geodetic Survey in June 1991..
 GX1721
 GX1721.The geoid height was determined by GEOID03.
 GX1721
 GX1721.The dynamic height is computed by dividing the NAVD 88
 GX1721.geopotential number by the normal gravity value computed on the
 GX1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1721.degrees latitude (g = 980.6199 gals.).
 GX1721
 GX1721.The modeled gravity was interpolated from observed gravity values.
 GX1721
 GX1721;                    North         East    Units  Estimated Accuracy
 GX1721;SPC VA S     - 1,101,170.    3,193,480.      MT  (+/- 180 meters Scaled)
 GX1721
 GX1721                          SUPERSEDED SURVEY CONTROL
 GX1721
 GX1721  NGVD 29 (??/??/92)  464.186  (m)         1522.92   (f) ADJ UNCH    2 0
 GX1721
 GX1721.Superseded values are not recommended for survey control.
 GX1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1721.See file dsdata.txt to determine how the superseded data were derived.
 GX1721
 GX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB153168(NAD 83)
 GX1721_MARKER: DD = SURVEY DISK
 GX1721_SETTING: 66 = SET IN ROCK OUTCROP
 GX1721_SP_SET: ROCK CUT
 GX1721_STAMPING: 8 BC 1946
 GX1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1721+STABILITY: POSITION/ELEVATION WELL
 GX1721
 GX1721  HISTORY     - Date     Condition        Report By
 GX1721  HISTORY     - 1946     MONUMENTED       USGS
 GX1721  HISTORY     - 1958     GOOD             NGS
 GX1721  HISTORY     - 1963     GOOD             NGS
 GX1721
 GX1721                          STATION DESCRIPTION
 GX1721
 GX1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1721'AT MARVIN.
 GX1721'AT MARVIN, 63 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF
 GX1721'U.S. HIGHWAY 460 AND ROAD NO. 680, 65 YARDS NORTHWEST OF CONCRETE
 GX1721'BRIDGE OVER THE MOUTH OF CONTRARY CREEK, 44 FEET NORTHEAST OF THE
 GX1721'CENTER LINE OF THE HIGHWAY, 32 1/2 FEET NORTHWEST OF THE WEST
 GX1721'CORNER OF IKES 3-WAY SERVICE STATION, IN TOP OF A 3-FOOT HIGH
 GX1721'AND 10-FOOT WIDE BY 3 1/2-FEET DEEP EXPOSED PART OF A CUT ROCK
 GX1721'AT THE BOTTOM CORNER OF HILLSIDE.
 GX1721
 GX1721                          STATION RECOVERY (1963)
 GX1721
 GX1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0896 ***********************************************************************
 GV0896  DESIGNATION -  8 C
 GV0896  PID         -  GV0896
 GV0896  STATE/COUNTY-  VA/ESSEX
 GV0896  USGS QUAD   -  DUNNSVILLE (1985)
 GV0896
 GV0896                         *CURRENT SURVEY CONTROL
 GV0896  ___________________________________________________________________
 GV0896* NAD 83(1986)-  37 48 31.     (N)    076 47 22.     (W)     SCALED    
 GV0896* NAVD 88     -        39.301  (meters)     128.94   (feet)  ADJUSTED  
 GV0896  ___________________________________________________________________
 GV0896  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV0896  DYNAMIC HT  -          39.275 (meters)     128.85  (feet)  COMP
 GV0896  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 GV0896  OBS GRAVITY -     979,964.2   (mgal)                       GRAV_OBS
 GV0896
 GV0896  VERT ORDER  -  FIRST     CLASS I
 GV0896
 GV0896.The horizontal coordinates were scaled from a topographic map and have
 GV0896.an estimated accuracy of +/- 6 seconds.
 GV0896
 GV0896.The orthometric height was determined by differential leveling
 GV0896.and adjusted by the National Geodetic Survey in June 1991..
 GV0896
 GV0896.The geoid height was determined by GEOID03.
 GV0896
 GV0896.The dynamic height is computed by dividing the NAVD 88
 GV0896.geopotential number by the normal gravity value computed on the
 GV0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0896.degrees latitude (g = 980.6199 gals.).
 GV0896
 GV0896.The modeled gravity was interpolated from observed gravity values.
 GV0896.The observed gravity was obtained from relative gravimeter ties
 GV0896.to the IGSN71 gravity network.
 GV0896
 GV0896;                    North         East    Units  Estimated Accuracy
 GV0896;SPC VA S     - 1,165,090.    3,650,620.      MT  (+/- 180 meters Scaled)
 GV0896
 GV0896                          SUPERSEDED SURVEY CONTROL
 GV0896
 GV0896  NGVD 29 (??/??/??)   39.544  (m)          129.74   (f) ADJUSTED    1 1
 GV0896
 GV0896.Superseded values are not recommended for survey control.
 GV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0896.See file dsdata.txt to determine how the superseded data were derived.
 GV0896
 GV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG424860(NAD 83)
 GV0896_MARKER: DS = TRIANGULATION STATION DISK
 GV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0896_STAMPING: 8 C 1944
 GV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0896+STABILITY: SURFACE MOTION
 GV0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0896+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0896
 GV0896  HISTORY     - Date     Condition        Report By
 GV0896  HISTORY     - 1944     MONUMENTED       CGS
 GV0896  HISTORY     - 1963     GOOD             CGS
 GV0896  HISTORY     - 1971     GOOD             NGS
 GV0896  HISTORY     - 1972     GOOD             NGS
 GV0896  HISTORY     - 1978     GOOD             DMA
 GV0896  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0896  HISTORY     - 19990327 GOOD             USPSQD
 GV0896  HISTORY     - 20040313 GOOD             USPSQD
 GV0896
 GV0896                          STATION DESCRIPTION
 GV0896
 GV0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV0896'THE STATION IS LOCATED ON THE SW SIDE OF THE STATE ROAD
 GV0896'FROM TAPPAHANNOCK TO NORFOLK (U.S. 17), 0.55 MI. NW OF THE
 GV0896'CROSSROAD AT CENTER CROSS, VIRGINIA.
 GV0896'
 GV0896'THE STATION IS 23.7 FT. SW OF THE CENTER OF U.S. 17, 11.0 FT.
 GV0896'NW OF THE CENTER OF THE NE DRIVE TO THE HOUSE OF L.F. MOODY,
 GV0896'22.1 FT. NE OF POWER POLE 40198, AND 79.75 FT. NE OF THE NE
 GV0896'COR. OF MOODYS HOUSE.
 GV0896'
 GV0896'THE STATION IS A STANDARD DISK TRIANGULATION STATION MARK
 GV0896'STAMPED 8C-1944, SET ACCORDING TO NOTE 1-A.
 GV0896'
 GV0896'THE REFERENCE MARK IS LOCATED ON THE SW SIDE OF U.S. 17, 24.8
 GV0896'FT. SW OF THE CENTERLINE, 11.4 FT. NW OF THE CENTER OF THE NW
 GV0896'DRIVE TO MOODYS HOUSE, 75.1 FT. NE OF THE NW CORNER OF MOODYS
 GV0896'HOUSE, AND 65.2 FT. N OF POWER POLE 40198.
 GV0896'
 GV0896'THE REFERENCE MARK IS A STANDARD DISK REF. MK., STAMPED 8C
 GV0896'R.M. 1, AND SET ACCORDING TO NOTE 11-A.
 GV0896
 GV0896                          STATION RECOVERY (1963)
 GV0896
 GV0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV0896'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 GV0896'AND FOUND TO BE IN GOOD CONDITION.  THE STATION IS NOW ON
 GV0896'THE PROPERTY OF MR. PEASE MOODY.
 GV0896
 GV0896                          STATION RECOVERY (1971)
 GV0896
 GV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0896'0.6 MI NW FROM CENTER CROSS.
 GV0896'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0896'OFFICE AT CENTER CROSS, 46 FEET SOUTHWEST OF THE CENTER LINE
 GV0896'OF THE HIGHWAY, 13 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY
 GV0896'LEADING TO PEASE MOODY HOUSE, 22 FEET EAST OF POWER LINE POLE 30 A,
 GV0896'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 GV0896'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0896
 GV0896                          STATION RECOVERY (1972)
 GV0896
 GV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 GV0896'RECOVERED IN GOOD CONDITION.
 GV0896
 GV0896                          STATION RECOVERY (1978)
 GV0896
 GV0896'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0896'RECOVERED IN GOOD CONDITION.
 GV0896
 GV0896                          STATION RECOVERY (1995)
 GV0896
 GV0896'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0896'MARK NOT FOUND.
 GV0896
 GV0896                          STATION RECOVERY (1999)
 GV0896
 GV0896'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0896'RECOVERED IN GOOD CONDITION.
 GV0896
 GV0896                          STATION RECOVERY (2004)
 GV0896
 GV0896'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0896'HOUSE NUMBER IS 31176.  POLE NUMBER US YN28
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2139 ***********************************************************************
 GV2139  DESIGNATION -  8 C OF R
 GV2139  PID         -  GV2139
 GV2139  STATE/COUNTY-  VA/CHESTERFIELD
 GV2139  USGS QUAD   -  CHESTERFIELD (1994)
 GV2139
 GV2139                         *CURRENT SURVEY CONTROL
 GV2139  ___________________________________________________________________
 GV2139* NAD 83(1986)-  37 22 35.     (N)    077 30 26.     (W)     SCALED    
 GV2139* NAVD 88     -        63.357  (meters)     207.86   (feet)  ADJUSTED  
 GV2139  ___________________________________________________________________
 GV2139  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GV2139  DYNAMIC HT  -          63.311 (meters)     207.71  (feet)  COMP
 GV2139  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 GV2139
 GV2139  VERT ORDER  -  SECOND    CLASS 0
 GV2139
 GV2139.The horizontal coordinates were scaled from a topographic map and have
 GV2139.an estimated accuracy of +/- 6 seconds.
 GV2139
 GV2139.The orthometric height was determined by differential leveling
 GV2139.and adjusted by the National Geodetic Survey in June 1991..
 GV2139
 GV2139.The geoid height was determined by GEOID03.
 GV2139
 GV2139.The dynamic height is computed by dividing the NAVD 88
 GV2139.geopotential number by the normal gravity value computed on the
 GV2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2139.degrees latitude (g = 980.6199 gals.).
 GV2139
 GV2139.The modeled gravity was interpolated from observed gravity values.
 GV2139
 GV2139;                    North         East    Units  Estimated Accuracy
 GV2139;SPC VA S     - 1,116,220.    3,587,930.      MT  (+/- 180 meters Scaled)
 GV2139
 GV2139                          SUPERSEDED SURVEY CONTROL
 GV2139
 GV2139  NGVD 29 (??/??/??)   63.675  (m)          208.91   (f) ADJUSTED    2 0
 GV2139
 GV2139.Superseded values are not recommended for survey control.
 GV2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2139.See file dsdata.txt to determine how the superseded data were derived.
 GV2139
 GV2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG780395(NAD 83)
 GV2139_MARKER: B = BOLT
 GV2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2139+STABILITY: SURFACE MOTION
 GV2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2139+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV2139
 GV2139  HISTORY     - Date     Condition        Report By
 GV2139  HISTORY     - UNK      MONUMENTED       VA2060
 GV2139  HISTORY     - 1942     GOOD             CGS
 GV2139  HISTORY     - 1988     GOOD             USPSQD
 GV2139  HISTORY     - 1990     GOOD             USPSQD
 GV2139  HISTORY     - 19991027 GOOD             USPSQD
 GV2139  HISTORY     - 20050212 GOOD             USPSQD
 GV2139
 GV2139                          STATION DESCRIPTION
 GV2139
 GV2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2139'AT CHESTERFIELD.
 GV2139'AT CHESTERFIELD, CHESTERFIELD COUNTY, ON STATE HIGHWAY 10, 103.3
 GV2139'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE, AT THE
 GV2139'SOUTHWEST CORNER OF THE YARD, 60 FEET NORTH OF THE CENTERLINE OF
 GV2139'THE HIGHWAY, 32 FEET EAST OF THE CENTERLINE OF A ROAD LEADING
 GV2139'NORTH TO THE WEST SIDE OF THE COURTHOUSE, AND ABOUT 1/2 FOOT
 GV2139'BELOW THE LEVEL OF THE  ROUND.  A COPPER BOLT, SET IN THE TOP OF
 GV2139'A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 GV2139'WITH AN IRON CAP.
 GV2139
 GV2139                          STATION RECOVERY (1988)
 GV2139
 GV2139'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBK)
 GV2139'RECOVERED IN GOOD CONDITION.
 GV2139
 GV2139                          STATION RECOVERY (1990)
 GV2139
 GV2139'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2139'RECOVERED IN GOOD CONDITION.
 GV2139
 GV2139                          STATION RECOVERY (1999)
 GV2139
 GV2139'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2139'RECOVERED IN GOOD CONDITION.
 GV2139
 GV2139                          STATION RECOVERY (2005)
 GV2139
 GV2139'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0897 ***********************************************************************
 GV0897  DESIGNATION -  8 C RM 1
 GV0897  PID         -  GV0897
 GV0897  STATE/COUNTY-  VA/ESSEX
 GV0897  USGS QUAD   -  DUNNSVILLE (1985)
 GV0897
 GV0897                         *CURRENT SURVEY CONTROL
 GV0897  ___________________________________________________________________
 GV0897* NAD 83(1986)-  37 48 30.     (N)    076 47 22.     (W)     SCALED    
 GV0897* NAVD 88     -        38.665  (meters)     126.85   (feet)  ADJUSTED  
 GV0897  ___________________________________________________________________
 GV0897  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV0897  DYNAMIC HT  -          38.640 (meters)     126.77  (feet)  COMP
 GV0897  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 GV0897
 GV0897  VERT ORDER  -  FIRST     CLASS I
 GV0897
 GV0897.The horizontal coordinates were scaled from a topographic map and have
 GV0897.an estimated accuracy of +/- 6 seconds.
 GV0897
 GV0897.The orthometric height was determined by differential leveling
 GV0897.and adjusted by the National Geodetic Survey in June 1991..
 GV0897
 GV0897.The geoid height was determined by GEOID03.
 GV0897
 GV0897.The dynamic height is computed by dividing the NAVD 88
 GV0897.geopotential number by the normal gravity value computed on the
 GV0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0897.degrees latitude (g = 980.6199 gals.).
 GV0897
 GV0897.The modeled gravity was interpolated from observed gravity values.
 GV0897
 GV0897;                    North         East    Units  Estimated Accuracy
 GV0897;SPC VA S     - 1,165,060.    3,650,620.      MT  (+/- 180 meters Scaled)
 GV0897
 GV0897                          SUPERSEDED SURVEY CONTROL
 GV0897
 GV0897  NGVD 29 (??/??/??)   38.908  (m)          127.65   (f) ADJUSTED    1 1
 GV0897
 GV0897.Superseded values are not recommended for survey control.
 GV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0897.See file dsdata.txt to determine how the superseded data were derived.
 GV0897
 GV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG424860(NAD 83)
 GV0897_MARKER: DR = REFERENCE MARK DISK
 GV0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0897_STAMPING: 8 C NO 1
 GV0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0897+STABILITY: SURFACE MOTION
 GV0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0897+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0897
 GV0897  HISTORY     - Date     Condition        Report By
 GV0897  HISTORY     - UNK      MONUMENTED       CGS
 GV0897  HISTORY     - 1971     GOOD             NGS
 GV0897  HISTORY     - 1972     GOOD             NGS
 GV0897  HISTORY     - 1978     GOOD             DMA
 GV0897  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 GV0897  HISTORY     - 20040313 GOOD             USPSQD
 GV0897
 GV0897                          STATION DESCRIPTION
 GV0897
 GV0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0897'0.6 MI NW FROM CENTER CROSS.
 GV0897'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0897'OFFICE AT CENTER CROSS, 84.2 FEET NORTHWEST OF THE STATION
 GV0897'MARK DESCRIBED, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GV0897'HIGHWAY, 11 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY,
 GV0897'65 FEET NORTHWEST OF POWER LINE POLE NO. 30 A, 2 FEET ABOVE THE
 GV0897'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV0897'6 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0897
 GV0897                          STATION RECOVERY (1972)
 GV0897
 GV0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 GV0897'RECOVERED IN GOOD CONDITION.
 GV0897
 GV0897                          STATION RECOVERY (1978)
 GV0897
 GV0897'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0897'RECOVERED IN GOOD CONDITION.
 GV0897
 GV0897                          STATION RECOVERY (1999)
 GV0897
 GV0897'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0897'MARK NOT FOUND.
 GV0897
 GV0897                          STATION RECOVERY (2004)
 GV0897
 GV0897'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0897'HOUSE NUMBER IS 31176.  POLE NUMBER US YN28
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0902 ***********************************************************************
 GV0902  DESIGNATION -  8 F RM 1
 GV0902  PID         -  GV0902
 GV0902  STATE/COUNTY-  VA/ESSEX
 GV0902  USGS QUAD   -  DUNNSVILLE (1985)
 GV0902
 GV0902                         *CURRENT SURVEY CONTROL
 GV0902  ___________________________________________________________________
 GV0902* NAD 83(1986)-  37 49 44.     (N)    076 48 06.     (W)     SCALED    
 GV0902* NAVD 88     -        37.314  (meters)     122.42   (feet)  ADJUSTED  
 GV0902  ___________________________________________________________________
 GV0902  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 GV0902  DYNAMIC HT  -          37.289 (meters)     122.34  (feet)  COMP
 GV0902  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 GV0902  OBS GRAVITY -     979,966.2   (mgal)                       GRAV_OBS
 GV0902
 GV0902  VERT ORDER  -  FIRST     CLASS I
 GV0902
 GV0902.The horizontal coordinates were scaled from a topographic map and have
 GV0902.an estimated accuracy of +/- 6 seconds.
 GV0902
 GV0902.The orthometric height was determined by differential leveling
 GV0902.and adjusted by the National Geodetic Survey in June 1991..
 GV0902
 GV0902.The geoid height was determined by GEOID03.
 GV0902
 GV0902.The dynamic height is computed by dividing the NAVD 88
 GV0902.geopotential number by the normal gravity value computed on the
 GV0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0902.degrees latitude (g = 980.6199 gals.).
 GV0902
 GV0902.The modeled gravity was interpolated from observed gravity values.
 GV0902.The observed gravity was obtained from relative gravimeter ties
 GV0902.to the IGSN71 gravity network.
 GV0902
 GV0902;                    North         East    Units  Estimated Accuracy
 GV0902;SPC VA S     - 1,167,320.    3,649,500.      MT  (+/- 180 meters Scaled)
 GV0902
 GV0902                          SUPERSEDED SURVEY CONTROL
 GV0902
 GV0902  NGVD 29 (??/??/??)   37.557  (m)          123.22   (f) ADJUSTED    1 1
 GV0902
 GV0902.Superseded values are not recommended for survey control.
 GV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0902.See file dsdata.txt to determine how the superseded data were derived.
 GV0902
 GV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414883(NAD 83)
 GV0902_MARKER: DR = REFERENCE MARK DISK
 GV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0902_STAMPING: 8 F NO 1
 GV0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0902+STABILITY: SURFACE MOTION
 GV0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0902+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0902
 GV0902  HISTORY     - Date     Condition        Report By
 GV0902  HISTORY     - UNK      MONUMENTED       CGS
 GV0902  HISTORY     - 1971     GOOD             NGS
 GV0902  HISTORY     - 1971     GOOD             NGS
 GV0902  HISTORY     - 1978     GOOD             DMA
 GV0902  HISTORY     - 19990327 GOOD             USPSQD
 GV0902  HISTORY     - 20040313 GOOD             USPSQD
 GV0902
 GV0902                          STATION DESCRIPTION
 GV0902
 GV0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0902'RECOVERED IN GOOD CONDITION.
 GV0902
 GV0902                          STATION RECOVERY (1971)
 GV0902
 GV0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0902'2.2 MI NW FROM CENTER CROSS.
 GV0902'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0902'OFFICE AT CENTER CROSS, AT THE ANGEL VISIT BAPTIST CHURCH, 57
 GV0902'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 98 FEET SOUTHEAST OF
 GV0902'THE NORTHEAST CORNER OF THE CHURCH BUILDING, 19 FEET NORTH OF THE
 GV0902'CENTER LINE OF THE SOUTH DRIVEWAY TO CHURCH, 60.4 FEET SOUTH OF RM
 GV0902'2 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 GV0902'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 GV0902
 GV0902                          STATION RECOVERY (1978)
 GV0902
 GV0902'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0902'RECOVERED IN GOOD CONDITION.
 GV0902
 GV0902                          STATION RECOVERY (1999)
 GV0902
 GV0902'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0902'RECOVERED IN GOOD CONDITION.
 GV0902
 GV0902                          STATION RECOVERY (2004)
 GV0902
 GV0902'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0901 ***********************************************************************
 GV0901  DESIGNATION -  8 F RM 2
 GV0901  PID         -  GV0901
 GV0901  STATE/COUNTY-  VA/ESSEX
 GV0901  USGS QUAD   -  DUNNSVILLE (1985)
 GV0901
 GV0901                         *CURRENT SURVEY CONTROL
 GV0901  ___________________________________________________________________
 GV0901* NAD 83(1986)-  37 49 44.     (N)    076 48 06.     (W)     SCALED    
 GV0901* NAVD 88     -        36.736  (meters)     120.52   (feet)  ADJUSTED  
 GV0901  ___________________________________________________________________
 GV0901  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 GV0901  DYNAMIC HT  -          36.712 (meters)     120.45  (feet)  COMP
 GV0901  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 GV0901
 GV0901  VERT ORDER  -  FIRST     CLASS I
 GV0901
 GV0901.The horizontal coordinates were scaled from a topographic map and have
 GV0901.an estimated accuracy of +/- 6 seconds.
 GV0901
 GV0901.The orthometric height was determined by differential leveling
 GV0901.and adjusted by the National Geodetic Survey in June 1991..
 GV0901
 GV0901.The geoid height was determined by GEOID03.
 GV0901
 GV0901.The dynamic height is computed by dividing the NAVD 88
 GV0901.geopotential number by the normal gravity value computed on the
 GV0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0901.degrees latitude (g = 980.6199 gals.).
 GV0901
 GV0901.The modeled gravity was interpolated from observed gravity values.
 GV0901
 GV0901;                    North         East    Units  Estimated Accuracy
 GV0901;SPC VA S     - 1,167,320.    3,649,500.      MT  (+/- 180 meters Scaled)
 GV0901
 GV0901                          SUPERSEDED SURVEY CONTROL
 GV0901
 GV0901  NGVD 29 (??/??/??)   36.979  (m)          121.32   (f) ADJUSTED    1 1
 GV0901
 GV0901.Superseded values are not recommended for survey control.
 GV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0901.See file dsdata.txt to determine how the superseded data were derived.
 GV0901
 GV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414883(NAD 83)
 GV0901_MARKER: DR = REFERENCE MARK DISK
 GV0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0901_STAMPING: 8 F NO 2
 GV0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0901+STABILITY: SURFACE MOTION
 GV0901
 GV0901  HISTORY     - Date     Condition        Report By
 GV0901  HISTORY     - UNK      MONUMENTED       CGS
 GV0901  HISTORY     - 1971     GOOD             NGS
 GV0901  HISTORY     - 1971     GOOD             NGS
 GV0901  HISTORY     - 1978     GOOD             DMA
 GV0901  HISTORY     - 19990327 GOOD             USPSQD
 GV0901
 GV0901                          STATION DESCRIPTION
 GV0901
 GV0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0901'RECOVERED IN GOOD CONDITION.
 GV0901
 GV0901                          STATION RECOVERY (1971)
 GV0901
 GV0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0901'2.2 MI NW FROM CENTER CROSS.
 GV0901'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0901'OFFICE AT CENTER CROSS, AT THE ANGEL VISIT BAPTIST CHURCH, 59 FEET
 GV0901'WEST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET EAST OF THE
 GV0901'NORTHEAST CORNER OF THE CHURCH BUILDING, 6 FEET SOUTH OF THE
 GV0901'CENTER LINE OF A DRIVEWAY LEADING TO A CEMETERY, 60.4 FEET NORTH
 GV0901'OF RM 1 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 GV0901'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 GV0901'THE GROUND.
 GV0901
 GV0901                          STATION RECOVERY (1978)
 GV0901
 GV0901'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0901'RECOVERED IN GOOD CONDITION.
 GV0901
 GV0901                          STATION RECOVERY (1999)
 GV0901
 GV0901'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0912 ***********************************************************************
 GV0912  DESIGNATION -  8 K
 GV0912  PID         -  GV0912
 GV0912  STATE/COUNTY-  VA/ESSEX
 GV0912  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0912
 GV0912                         *CURRENT SURVEY CONTROL
 GV0912  ___________________________________________________________________
 GV0912* NAD 83(1986)-  37 52 44.     (N)    076 51 22.     (W)     SCALED    
 GV0912* NAVD 88     -        10.189  (meters)      33.43   (feet)  ADJUSTED  
 GV0912  ___________________________________________________________________
 GV0912  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GV0912  DYNAMIC HT  -          10.183 (meters)      33.41  (feet)  COMP
 GV0912  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 GV0912  OBS GRAVITY -     979,989.5   (mgal)                       GRAV_OBS
 GV0912
 GV0912  VERT ORDER  -  FIRST     CLASS I
 GV0912
 GV0912.The horizontal coordinates were scaled from a topographic map and have
 GV0912.an estimated accuracy of +/- 6 seconds.
 GV0912
 GV0912.The orthometric height was determined by differential leveling
 GV0912.and adjusted by the National Geodetic Survey in June 1991..
 GV0912
 GV0912.The geoid height was determined by GEOID03.
 GV0912
 GV0912.The dynamic height is computed by dividing the NAVD 88
 GV0912.geopotential number by the normal gravity value computed on the
 GV0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0912.degrees latitude (g = 980.6199 gals.).
 GV0912
 GV0912.The modeled gravity was interpolated from observed gravity values.
 GV0912.The observed gravity was obtained from relative gravimeter ties
 GV0912.to the IGSN71 gravity network.
 GV0912
 GV0912;                    North         East    Units  Estimated Accuracy
 GV0912;SPC VA S     - 1,172,780.    3,644,610.      MT  (+/- 180 meters Scaled)
 GV0912
 GV0912                          SUPERSEDED SURVEY CONTROL
 GV0912
 GV0912  NGVD 29 (??/??/??)   10.435  (m)           34.24   (f) ADJUSTED    1 1
 GV0912
 GV0912.Superseded values are not recommended for survey control.
 GV0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0912.See file dsdata.txt to determine how the superseded data were derived.
 GV0912
 GV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG367940(NAD 83)
 GV0912_MARKER: DS = TRIANGULATION STATION DISK
 GV0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0912_STAMPING: 8 K 1944
 GV0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0912+STABILITY: SURFACE MOTION
 GV0912
 GV0912  HISTORY     - Date     Condition        Report By
 GV0912  HISTORY     - 1944     MONUMENTED       CGS
 GV0912  HISTORY     - 1971     GOOD             NGS
 GV0912  HISTORY     - 1971     GOOD             NGS
 GV0912  HISTORY     - 1978     GOOD             DMA
 GV0912  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0912  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0912  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0912
 GV0912                          STATION DESCRIPTION
 GV0912
 GV0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV0912'STATION IS LOCATED ON THE W SIDE OF U.S. HIGHWAY 17 (STATE
 GV0912'ROAD FROM TAPPAHANNOCK TO NORFOLK), 1.4 MI. S OF BRAYS FORK,
 GV0912'0.75 MI. N OF PISCATAWAY CREEK, 24.3 FT. W OF THE CENTER
 GV0912'OF U.S. HIGHWAY 17, 15.7 FT. E OF THE CENTER OF A DITCH BORDERING
 GV0912'THE ROAD, AND 86.1 FT. SE OF POWER POLE NO. 40118.  IT IS
 GV0912'A STANDARD STATION DISK, STAMPED 8 K 1944 AND SET IN CONCRETE.
 GV0912'
 GV0912'REFERENCE MARK 1 IS 29.0 FT. W OF THE CENTERLINE OF THE
 GV0912'HIGHWAY, 11.0 FT. E OF THE CENTER OF A DITCH BORDERING THE
 GV0912'ROAD, 27.1 FT. SE OF POWER POLE 40118, AND 40.4 FT. S OF THE
 GV0912'CENTERLINE OF THE DRIVE TO A WHITE COTTAGE.  IT IS A STANDARD
 GV0912'REFERENCE-MARK DISK, STAMPED 8 K R.M. 1 AND SET IN CONCRETE.
 GV0912
 GV0912                          STATION RECOVERY (1971)
 GV0912
 GV0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0912'RECOVERED IN GOOD CONDITION.
 GV0912
 GV0912                          STATION RECOVERY (1971)
 GV0912
 GV0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0912'4 MI S FROM TAPPAHANNOCK.
 GV0912'ABOUT 3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0912'OF U.S. HIGHWAY 360 AT TAPPAHANNOCK, 24 FEET SOUTHWEST OF THE
 GV0912'CENTER LINE OF THE HIGHWAY, 86 FEET EAST OF POWER LINE POLE NO.
 GV0912'KC 38, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW
 GV0912'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GV0912'FLUSH WITH THE GROUND.
 GV0912
 GV0912                          STATION RECOVERY (1978)
 GV0912
 GV0912'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0912'MARK IS 23.5 YARDS SOUTH EAST POWER LINE POLE KC 38 AND IS ALSO 28.5
 GV0912'YARDS SOUTHEAST OF A PRIVATE DRIVE LEADING WEST SOUTHWEST. NO WITNESS
 GV0912'POST.
 GV0912
 GV0912                          STATION RECOVERY (1995)
 GV0912
 GV0912'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0912'MARK NOT FOUND.
 GV0912
 GV0912                          STATION RECOVERY (1999)
 GV0912
 GV0912'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0912'MARK NOT FOUND.
 GV0912
 GV0912                          STATION RECOVERY (2004)
 GV0912
 GV0912'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0263 ***********************************************************************
 JW0263  DESIGNATION -  8 M
 JW0263  PID         -  JW0263
 JW0263  STATE/COUNTY-  VA/CLARKE
 JW0263  USGS QUAD   -  STEPHENS CITY (1986)
 JW0263
 JW0263                         *CURRENT SURVEY CONTROL
 JW0263  ___________________________________________________________________
 JW0263* NAD 83(1986)-  39 03 38.     (N)    078 08 15.     (W)     SCALED    
 JW0263* NAVD 88     -       204.601  (meters)     671.26   (feet)  ADJUSTED  
 JW0263  ___________________________________________________________________
 JW0263  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JW0263  DYNAMIC HT  -         204.471 (meters)     670.84  (feet)  COMP
 JW0263  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JW0263
 JW0263  VERT ORDER  -  SECOND    CLASS 0
 JW0263
 JW0263.The horizontal coordinates were scaled from a topographic map and have
 JW0263.an estimated accuracy of +/- 6 seconds.
 JW0263
 JW0263.The orthometric height was determined by differential leveling
 JW0263.and adjusted by the National Geodetic Survey in June 1991..
 JW0263
 JW0263.The geoid height was determined by GEOID03.
 JW0263
 JW0263.The dynamic height is computed by dividing the NAVD 88
 JW0263.geopotential number by the normal gravity value computed on the
 JW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0263.degrees latitude (g = 980.6199 gals.).
 JW0263
 JW0263.The modeled gravity was interpolated from observed gravity values.
 JW0263
 JW0263;                    North         East    Units  Estimated Accuracy
 JW0263;SPC VA N     - 2,154,790.    3,531,380.      MT  (+/- 180 meters Scaled)
 JW0263
 JW0263                          SUPERSEDED SURVEY CONTROL
 JW0263
 JW0263  NGVD 29 (??/??/92)  204.780  (m)          671.85   (f) ADJ UNCH    2 0
 JW0263
 JW0263.Superseded values are not recommended for survey control.
 JW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0263.See file dsdata.txt to determine how the superseded data were derived.
 JW0263
 JW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD476273(NAD 83)
 JW0263_MARKER: DD = SURVEY DISK
 JW0263_SETTING: 66 = SET IN ROCK OUTCROP
 JW0263_SP_SET: OUTCROP
 JW0263_STAMPING: 8 M 1935
 JW0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0263+STABILITY: POSITION/ELEVATION WELL
 JW0263
 JW0263  HISTORY     - Date     Condition        Report By
 JW0263  HISTORY     - 1935     MONUMENTED       USGS
 JW0263  HISTORY     - 1942     GOOD             NGS
 JW0263  HISTORY     - 1966     GOOD             NGS
 JW0263
 JW0263                          STATION DESCRIPTION
 JW0263
 JW0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JW0263'1.9 MI W FROM WHITE POST.
 JW0263'1.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 JW0263'WHITE POST, CLARKE COUNTY, AT DOUBLE TOLLGATE, AT THE JUNCTION
 JW0263'OF U.S. HIGHWAY 522 AND STATE HIGHWAY 277, 269 FEET EAST OF THE
 JW0263'CENTERLINE OF U.S. HIGHWAY 522, 96.4 FEET SOUTH OF THE CENTERLINE
 JW0263'OF STATE HIGHWAY 277, 91.8 FEET SOUTHEAST OF THE NORTHEAST CORNER
 JW0263'OF A FENCE, 63.1 FEET EAST OF THE NORTH-AND-SOUTH FENCE, 70.5
 JW0263'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK
 JW0263'OUTCROP.
 JW0263
 JW0263                          STATION RECOVERY (1966)
 JW0263
 JW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JW0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1739 ***********************************************************************
 GX1739  DESIGNATION -  8 MS
 GX1739  PID         -  GX1739
 GX1739  STATE/COUNTY-  VA/TAZEWELL
 GX1739  USGS QUAD   -  RICHLANDS (1978)
 GX1739
 GX1739                         *CURRENT SURVEY CONTROL
 GX1739  ___________________________________________________________________
 GX1739* NAD 83(1986)-  37 07 15.     (N)    081 52 16.     (W)     SCALED    
 GX1739* NAVD 88     -       679.651  (meters)    2229.82   (feet)  ADJUSTED  
 GX1739  ___________________________________________________________________
 GX1739  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX1739  DYNAMIC HT  -         679.042 (meters)    2227.82  (feet)  COMP
 GX1739  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 GX1739
 GX1739  VERT ORDER  -  SECOND    CLASS 0
 GX1739
 GX1739.The horizontal coordinates were scaled from a topographic map and have
 GX1739.an estimated accuracy of +/- 6 seconds.
 GX1739
 GX1739.The orthometric height was determined by differential leveling
 GX1739.and adjusted by the National Geodetic Survey in June 1991..
 GX1739
 GX1739.The geoid height was determined by GEOID03.
 GX1739
 GX1739.The dynamic height is computed by dividing the NAVD 88
 GX1739.geopotential number by the normal gravity value computed on the
 GX1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1739.degrees latitude (g = 980.6199 gals.).
 GX1739
 GX1739.The modeled gravity was interpolated from observed gravity values.
 GX1739
 GX1739;                    North         East    Units  Estimated Accuracy
 GX1739;SPC VA S     - 1,092,740.    3,200,490.      MT  (+/- 180 meters Scaled)
 GX1739
 GX1739                          SUPERSEDED SURVEY CONTROL
 GX1739
 GX1739  NGVD 29 (??/??/92)  679.791  (m)         2230.28   (f) ADJ UNCH    2 0
 GX1739
 GX1739.Superseded values are not recommended for survey control.
 GX1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1739.See file dsdata.txt to determine how the superseded data were derived.
 GX1739
 GX1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB226086(NAD 83)
 GX1739_MARKER: DD = SURVEY DISK
 GX1739_SETTING: 80 = SET IN A BOULDER
 GX1739_SP_SET: BOULDER
 GX1739_STAMPING: TT 8 MS 1946
 GX1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1739+STABILITY: SURFACE MOTION
 GX1739
 GX1739  HISTORY     - Date     Condition        Report By
 GX1739  HISTORY     - 1946     MONUMENTED       USGS
 GX1739  HISTORY     - 1958     GOOD             NGS
 GX1739  HISTORY     - 1963     GOOD             NGS
 GX1739
 GX1739                          STATION DESCRIPTION
 GX1739
 GX1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1739'3.1 MI NW FROM RAVEN.
 GX1739'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK
 GX1739'AND WESTERN RAILWAY STATION AT RAVEN, 0.85 MILE NORTH OF THE POST
 GX1739'OFFICE AT RED ASH, ABOUT 125 FEET NORTHWEST OF THE CONFLUENCE OF
 GX1739'COAL CREEK AND LEFT FORK, 0.05 MILE WEST ALONG ROAD NO. 687 ALONG
 GX1739'LEFT FORK FROM THE HIGHWAY, 45 FEET SOUTH (AND 10 FEET LOWER)
 GX1739'OF CENTER LINE OF ROAD NO. 687, 168 FEET SOUTHWEST OF SOUTH END
 GX1739'OF A LARGE PIPE CULVERT UNDER ROAD NO. 687 FOR COAL CREEK, 97
 GX1739'FEET WEST-SOUTHWEST OF POWER LINE POLE 448-792, IN TOP OF THE
 GX1739'EXPOSED 4-BY 4-FOOT SLANTING SURFACE OF A BURIED BOULDER OF
 GX1739'BEDROCK, AND AT THE BOTTOM EDGE OF PILE OF COAL AND SLATE.  THERE
 GX1739'IS A POSSIBILITY THAT THIS MARK MAY BE BURIED.  NOTE-- COAL BED
 GX1739'HAS EXTENDED OVER PRESENT LOCATION.
 GX1739
 GX1739                          STATION RECOVERY (1963)
 GX1739
 GX1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5301 ***********************************************************************
 GV5301  DESIGNATION -  80 C OF R 1972
 GV5301  PID         -  GV5301
 GV5301  STATE/COUNTY-  VA/C OF RICHMOND
 GV5301  USGS QUAD   -  RICHMOND (1994)
 GV5301
 GV5301                         *CURRENT SURVEY CONTROL
 GV5301  ___________________________________________________________________
 GV5301* NAD 83(1993)-  37 31 07.43959(N)    077 29 56.06372(W)     ADJUSTED  
 GV5301* NAVD 88     -        67.49   (+/-2cm)     221.4    (feet)  VERTCON   
 GV5301  ___________________________________________________________________
 GV5301  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GV5301  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5301
 GV5301  HORZ ORDER  -  SECOND
 GV5301  VERT ORDER  -  THIRD ? (See Below)
 GV5301
 GV5301.The horizontal coordinates were established by classical geodetic methods
 GV5301.and adjusted by the National Geodetic Survey in November 1994..
 GV5301
 GV5301.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5301.The vertical order pertains to the NGVD 29 superseded value.
 GV5301
 GV5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5301
 GV5301.The geoid height was determined by GEOID03.
 GV5301
 GV5301;                    North         East     Units Scale Factor Converg.
 GV5301;SPC VA S     - 1,132,019.493 3,588,493.827   MT  0.99994887   +0 36 27.3
 GV5301;SPC VA S     - 3,713,967.29 11,773,250.16   sFT  0.99994887   +0 36 27.3
 GV5301;UTM  18      - 4,155,353.706   279,158.406   MT  1.00020078   -1 31 21.0
 GV5301
 GV5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5301!SPC VA S     -   0.99999458  x   0.99994887  =   0.99994345
 GV5301!UTM  18      -   0.99999458  x   1.00020078  =   1.00019536
 GV5301
 GV5301:                Primary Azimuth Mark                     Grid Az
 GV5301:SPC VA S     -  81 C OF R 1972                           072 43 15.6
 GV5301:UTM  18      -  81 C OF R 1972                           074 51 03.9
 GV5301
 GV5301|---------------------------------------------------------------------|
 GV5301| PID    Reference Object                     Distance      Geod. Az  |
 GV5301|                                                           dddmmss.s |
 GV5301| GV5294 81 C OF R 1972                      419.525 METERS 0731942.9 |
 GV5301| GV5300 79 C OF R 1972                      APPROX. 0.5 KM 1794615.6 |
 GV5301| GV5708 143 C OF R 1972                     298.626 METERS 26330     |
 GV5301|---------------------------------------------------------------------|
 GV5301
 GV5301                          SUPERSEDED SURVEY CONTROL
 GV5301
 GV5301  NAD 83(1986)-  37 31 07.44579(N)    077 29 56.08070(W) AD(       ) 2
 GV5301  NAD 27      -  37 31 06.91645(N)    077 29 57.13392(W) AD(       ) 2
 GV5301  NGVD 29 (07/19/86)   67.80   (m)          222.4    (f) LEVELING    3  
 GV5301
 GV5301.Superseded values are not recommended for survey control.
 GV5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5301.See file dsdata.txt to determine how the superseded data were derived.
 GV5301
 GV5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7915855354(NAD 83)
 GV5301_MARKER: Z = SEE DESCRIPTION
 GV5301_SETTING: 0 = UNSPECIFIED SETTING
 GV5301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5301+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5301
 GV5301  HISTORY     - Date     Condition        Report By
 GV5301  HISTORY     - 1972     MONUMENTED       VA2060
 GV5301  HISTORY     - 19951203 GOOD             USPSQD
 GV5301  HISTORY     - 20000302 GOOD             USPSQD
 GV5301  HISTORY     - 20040302 GOOD             USPSQD
 GV5301
 GV5301                          STATION DESCRIPTION
 GV5301
 GV5301'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5301'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH,
 GV5301'LOCATED ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE
 GV5301'TO CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE
 GV5301'RD., THENCE SOUTHWEST ON JAHNKE RD. 0.20 MILE TO POINT NO. 80.
 GV5301'
 GV5301'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5301'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5301'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5301'ABOUT 8 INCHES BELOW GROUND.
 GV5301'
 GV5301'40.7 FEET S. OF C/L OF JAHNKE RD., 22.0 FEET E. OF C/L OF FAYE
 GV5301'ST., 15.0 FEET S. W. OF 8 INCH PINE TREE, 4.5 FEET S. W. OF N. W.
 GV5301'CORNER OF CHAIN LINK FENCE.
 GV5301'
 GV5301'NEAREST TOWN--RICHMOND.
 GV5301
 GV5301                          STATION RECOVERY (1995)
 GV5301
 GV5301'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5301'RECOVERED IN GOOD CONDITION.
 GV5301
 GV5301                          STATION RECOVERY (2000)
 GV5301
 GV5301'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5301'RECOVERED IN GOOD CONDITION.
 GV5301
 GV5301                          STATION RECOVERY (2004)
 GV5301
 GV5301'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0820 ***********************************************************************
 GW0820  DESIGNATION -  80 CA
 GW0820  PID         -  GW0820
 GW0820  STATE/COUNTY-  VA/NELSON
 GW0820  USGS QUAD   -  ARRINGTON (1984)
 GW0820
 GW0820                         *CURRENT SURVEY CONTROL
 GW0820  ___________________________________________________________________
 GW0820* NAD 83(1986)-  37 42 31.     (N)    078 55 59.     (W)     SCALED    
 GW0820* NAVD 88     -       223.794  (meters)     734.23   (feet)  ADJUSTED  
 GW0820  ___________________________________________________________________
 GW0820  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW0820  DYNAMIC HT  -         223.628 (meters)     733.69  (feet)  COMP
 GW0820  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 GW0820
 GW0820  VERT ORDER  -  SECOND    CLASS 0
 GW0820
 GW0820.The horizontal coordinates were scaled from a topographic map and have
 GW0820.an estimated accuracy of +/- 6 seconds.
 GW0820
 GW0820.The orthometric height was determined by differential leveling
 GW0820.and adjusted by the National Geodetic Survey in June 1991..
 GW0820
 GW0820.The geoid height was determined by GEOID03.
 GW0820
 GW0820.The dynamic height is computed by dividing the NAVD 88
 GW0820.geopotential number by the normal gravity value computed on the
 GW0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0820.degrees latitude (g = 980.6199 gals.).
 GW0820
 GW0820.The modeled gravity was interpolated from observed gravity values.
 GW0820
 GW0820;                    North         East    Units  Estimated Accuracy
 GW0820;SPC VA S     - 1,152,710.    3,461,820.      MT  (+/- 180 meters Scaled)
 GW0820
 GW0820                          SUPERSEDED SURVEY CONTROL
 GW0820
 GW0820  NGVD 29 (??/??/92)  223.992  (m)          734.88   (f) ADJ UNCH    2 0
 GW0820
 GW0820.Superseded values are not recommended for survey control.
 GW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0820.See file dsdata.txt to determine how the superseded data were derived.
 GW0820
 GW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB821754(NAD 83)
 GW0820_MARKER: DD = SURVEY DISK
 GW0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0820_STAMPING: 80 CA 735 1957
 GW0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0820+STABILITY: SURFACE MOTION
 GW0820
 GW0820  HISTORY     - Date     Condition        Report By
 GW0820  HISTORY     - 1957     MONUMENTED       USGS
 GW0820  HISTORY     - 1965     GOOD             NGS
 GW0820
 GW0820                          STATION DESCRIPTION
 GW0820
 GW0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0820'4.7 MI SW FROM LOVINGSTON.
 GW0820'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 GW0820'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 56 AT THE SOUTH EDGE OF
 GW0820'LOVINGSTON TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW0820'3-INCHES, 60 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF HIGHWAY,
 GW0820'35 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 655,
 GW0820'2.6 FEET SOUTHWEST OF A POWER LINE POLE, 1.0 FOOT NORTHWEST OF A
 GW0820'METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0409 ***********************************************************************
 HW0409  DESIGNATION -  80 SOURR
 HW0409  PID         -  HW0409
 HW0409  STATE/COUNTY-  VA/ORANGE
 HW0409  USGS QUAD   -  RAPIDAN (1984)
 HW0409
 HW0409                         *CURRENT SURVEY CONTROL
 HW0409  ___________________________________________________________________
 HW0409* NAD 83(1986)-  38 18 20.     (N)    078 04 28.     (W)     SCALED    
 HW0409* NAVD 88     -       101.319  (meters)     332.41   (feet)  ADJUSTED  
 HW0409  ___________________________________________________________________
 HW0409  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HW0409  DYNAMIC HT  -         101.256 (meters)     332.20  (feet)  COMP
 HW0409  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HW0409
 HW0409  VERT ORDER  -  SECOND    CLASS 0
 HW0409
 HW0409.The horizontal coordinates were scaled from a topographic map and have
 HW0409.an estimated accuracy of +/- 6 seconds.
 HW0409
 HW0409.The orthometric height was determined by differential leveling
 HW0409.and adjusted by the National Geodetic Survey in June 1991..
 HW0409
 HW0409.The geoid height was determined by GEOID03.
 HW0409
 HW0409.The dynamic height is computed by dividing the NAVD 88
 HW0409.geopotential number by the normal gravity value computed on the
 HW0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0409.degrees latitude (g = 980.6199 gals.).
 HW0409
 HW0409.The modeled gravity was interpolated from observed gravity values.
 HW0409
 HW0409;                    North         East    Units  Estimated Accuracy
 HW0409;SPC VA N     - 2,071,000.    3,537,220.      MT  (+/- 180 meters Scaled)
 HW0409
 HW0409                          SUPERSEDED SURVEY CONTROL
 HW0409
 HW0409  NGVD 29 (??/??/92)  101.581  (m)          333.27   (f) ADJ UNCH    2 0
 HW0409
 HW0409.Superseded values are not recommended for survey control.
 HW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0409.See file dsdata.txt to determine how the superseded data were derived.
 HW0409
 HW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC558437(NAD 83)
 HW0409_MARKER: P = PIPE CAP
 HW0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0409_STAMPING: 80
 HW0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0409+STABILITY: SURFACE MOTION
 HW0409
 HW0409  HISTORY     - Date     Condition        Report By
 HW0409  HISTORY     - UNK      MONUMENTED       SOURR
 HW0409  HISTORY     - 1934     GOOD             NGS
 HW0409  HISTORY     - 1961     MARK NOT FOUND   USGS
 HW0409  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0409  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0409  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0409
 HW0409                          STATION DESCRIPTION
 HW0409
 HW0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0409'0.7 MI S FROM RAPIDAN.
 HW0409'IN ORANGE COUNTY, ABOUT 0.7 MILE SOUTH ALONG THE SOUTHERN
 HW0409'RAILWAY FROM THE STATION AT RAPIDAN, CULPEPER COUNTY, ABOUT 0.1
 HW0409'MILE NORTH OF MILEPOST 80, ABOUT 35 FEET NORTHWEST OF A
 HW0409'DIRT-ROAD CROSSING, ABOUT 12 YARDS WEST OF THE WEST TRACK, AND
 HW0409'ABOUT 3 FEET LOWER THAN THE RAIL.  A COPPER PLUG, STAMPED 80
 HW0409'AND SET IN THE TOP OF A CONCRETE POST.
 HW0409
 HW0409                          STATION RECOVERY (1961)
 HW0409
 HW0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HW0409'MARK NOT FOUND.
 HW0409
 HW0409                          STATION RECOVERY (1984)
 HW0409
 HW0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0409'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 HW0409'AREA HAS BEEN GRADED AND MARK SHOULD BE CONSIDERED DESTROYED.
 HW0409
 HW0409                          STATION RECOVERY (1998)
 HW0409
 HW0409'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0409'MARK NOT FOUND.
 HW0409
 HW0409                          STATION RECOVERY (2003)
 HW0409
 HW0409'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0854 ***********************************************************************
 FX0854  DESIGNATION -  80 USGS
 FX0854  PID         -  FX0854
 FX0854  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0854  USGS QUAD   -  HOLLAND (1986)
 FX0854
 FX0854                         *CURRENT SURVEY CONTROL
 FX0854  ___________________________________________________________________
 FX0854* NAD 83(1986)-  36 43 14.     (N)    076 46 50.     (W)     SCALED    
 FX0854* NAVD 88     -        23.989  (meters)      78.70   (feet)  POSTED    
 FX0854  ___________________________________________________________________
 FX0854  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 FX0854  DYNAMIC HT  -          23.970 (meters)      78.64  (feet)  COMP
 FX0854  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 FX0854
 FX0854  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0854
 FX0854.The horizontal coordinates were scaled from a topographic map and have
 FX0854.an estimated accuracy of +/- 6 seconds.
 FX0854
 FX0854.The orthometric height was determined by differential leveling
 FX0854.and adjusted by the National Geodetic Survey in 1992..
 FX0854.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0854.rate of 4.1 thru 8.0 mm/km.
 FX0854
 FX0854.The geoid height was determined by GEOID03.
 FX0854
 FX0854.The dynamic height is computed by dividing the NAVD 88
 FX0854.geopotential number by the normal gravity value computed on the
 FX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0854.degrees latitude (g = 980.6199 gals.).
 FX0854
 FX0854.The modeled gravity was interpolated from observed gravity values.
 FX0854
 FX0854;                    North         East    Units  Estimated Accuracy
 FX0854;SPC VA S     - 1,044,370.    3,653,600.      MT  (+/- 180 meters Scaled)
 FX0854
 FX0854                          SUPERSEDED SURVEY CONTROL
 FX0854
 FX0854  NGVD 29 (??/??/92)   24.458  (m)           80.24   (f) ADJ UNCH    1 2
 FX0854
 FX0854.Superseded values are not recommended for survey control.
 FX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0854.See file dsdata.txt to determine how the superseded data were derived.
 FX0854
 FX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF409653(NAD 83)
 FX0854_MARKER: P = PIPE CAP
 FX0854_SETTING: 0 = UNSPECIFIED SETTING
 FX0854_STAMPING: 80
 FX0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0854
 FX0854  HISTORY     - Date     Condition        Report By
 FX0854  HISTORY     - UNK      MONUMENTED       USGS
 FX0854  HISTORY     - 1960     GOOD             NGS
 FX0854  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0854
 FX0854                          STATION DESCRIPTION
 FX0854
 FX0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0854'2.6 MI E FROM CARRSVILLE.
 FX0854'2.55 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0854'OVERPASS OF U.S. HIGHWAY 58 OVER THE TRACK AT CARRSVILLE, AT
 FX0854'CROSSING OF COUNTY ROAD NO. 612, 42 FEET SOUTH OF SOUTH RAIL,
 FX0854'12 FEET WEST OF CENTERLINE OF ROAD, 65 FEET WEST AND ACROSS
 FX0854'ROAD FROM BM Q 324, 2 FEET BELOW LEVEL OF TRACK, LEVEL WITH
 FX0854'ROAD AND PROJECTING 4 INCHES.
 FX0854
 FX0854                          STATION RECOVERY (1978)
 FX0854
 FX0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0854'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1024 ***********************************************************************
 GW1024  DESIGNATION -  800.07
 GW1024  PID         -  GW1024
 GW1024  STATE/COUNTY-  VA/AMHERST
 GW1024  USGS QUAD   -  PINEY RIVER (1984)
 GW1024
 GW1024                         *CURRENT SURVEY CONTROL
 GW1024  ___________________________________________________________________
 GW1024* NAD 83(1986)-  37 40 45.     (N)    079 01 16.     (W)     SCALED    
 GW1024* NAVD 88     -       243.626  (meters)     799.30   (feet)  ADJUSTED  
 GW1024  ___________________________________________________________________
 GW1024  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1024  DYNAMIC HT  -         243.446 (meters)     798.71  (feet)  COMP
 GW1024  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 GW1024
 GW1024  VERT ORDER  -  SECOND    CLASS 0
 GW1024
 GW1024.The horizontal coordinates were scaled from a topographic map and have
 GW1024.an estimated accuracy of +/- 6 seconds.
 GW1024
 GW1024.The orthometric height was determined by differential leveling
 GW1024.and adjusted by the National Geodetic Survey in June 1991..
 GW1024
 GW1024.The geoid height was determined by GEOID03.
 GW1024
 GW1024.The dynamic height is computed by dividing the NAVD 88
 GW1024.geopotential number by the normal gravity value computed on the
 GW1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1024.degrees latitude (g = 980.6199 gals.).
 GW1024
 GW1024.The modeled gravity was interpolated from observed gravity values.
 GW1024
 GW1024;                    North         East    Units  Estimated Accuracy
 GW1024;SPC VA S     - 1,149,480.    3,454,030.      MT  (+/- 180 meters Scaled)
 GW1024
 GW1024                          SUPERSEDED SURVEY CONTROL
 GW1024
 GW1024  NGVD 29 (??/??/92)  243.834  (m)          799.98   (f) ADJ UNCH    2 0
 GW1024
 GW1024.Superseded values are not recommended for survey control.
 GW1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1024.See file dsdata.txt to determine how the superseded data were derived.
 GW1024
 GW1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB745720(NAD 83)
 GW1024_MARKER: Q = CHISELED SQUARE
 GW1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1024_SP_SET: HEADWALL
 GW1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1024
 GW1024  HISTORY     - Date     Condition        Report By
 GW1024  HISTORY     - UNK      MONUMENTED       USGS
 GW1024  HISTORY     - 1935     GOOD             NGS
 GW1024
 GW1024                          STATION DESCRIPTION
 GW1024
 GW1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW1024'AT PINEY RIVER.
 GW1024'IN AMHERST COUNTY, 1.9 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 GW1024'PINEY RIVER BRIDGE AT PINEY RIVER, NELSON COUNTY ABOUT 108 YARDS
 GW1024'NORTH OF U.S. GEOLOGICAL SURVEY BENCH MARK BC 36, ON THE TOP OF
 GW1024'THE NORTH END OF A CONCRETE HEADWALL, AND 20 FEET EAST OF THE
 GW1024'CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0046 ***********************************************************************
 HW0046  DESIGNATION -  800.2
 HW0046  PID         -  HW0046
 HW0046  STATE/COUNTY-  VA/FAUQUIER
 HW0046  USGS QUAD   -  LINDEN (1994)
 HW0046
 HW0046                         *CURRENT SURVEY CONTROL
 HW0046  ___________________________________________________________________
 HW0046* NAD 83(1986)-  38 54 27.     (N)    078 03 00.     (W)     SCALED    
 HW0046* NAVD 88     -       243.895  (meters)     800.18   (feet)  ADJUSTED  
 HW0046  ___________________________________________________________________
 HW0046  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HW0046  DYNAMIC HT  -         243.737 (meters)     799.66  (feet)  COMP
 HW0046  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 HW0046
 HW0046  VERT ORDER  -  SECOND    CLASS 0
 HW0046
 HW0046.The horizontal coordinates were scaled from a topographic map and have
 HW0046.an estimated accuracy of +/- 6 seconds.
 HW0046
 HW0046.The orthometric height was determined by differential leveling
 HW0046.and adjusted by the National Geodetic Survey in June 1991..
 HW0046
 HW0046.The geoid height was determined by GEOID03.
 HW0046
 HW0046.The dynamic height is computed by dividing the NAVD 88
 HW0046.geopotential number by the normal gravity value computed on the
 HW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0046.degrees latitude (g = 980.6199 gals.).
 HW0046
 HW0046.The modeled gravity was interpolated from observed gravity values.
 HW0046
 HW0046;                    North         East    Units  Estimated Accuracy
 HW0046;SPC VA N     - 2,137,830.    3,539,030.      MT  (+/- 180 meters Scaled)
 HW0046
 HW0046                          SUPERSEDED SURVEY CONTROL
 HW0046
 HW0046  NGVD 29 (??/??/92)  244.09   (m)          800.8    (f) COMPUTED    2 0
 HW0046
 HW0046.Superseded values are not recommended for survey control.
 HW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0046.See file dsdata.txt to determine how the superseded data were derived.
 HW0046
 HW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD558106(NAD 83)
 HW0046_MARKER: Q = CHISELED SQUARE
 HW0046_SETTING: 66 = SET IN ROCK OUTCROP
 HW0046_SP_SET: ROCK CUT
 HW0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0046+STABILITY: POSITION/ELEVATION WELL
 HW0046
 HW0046  HISTORY     - Date     Condition        Report By
 HW0046  HISTORY     - UNK      MONUMENTED       USGS
 HW0046  HISTORY     - 1958     MARK NOT FOUND   NGS
 HW0046
 HW0046                          STATION DESCRIPTION
 HW0046
 HW0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0046'1.5 MI E FROM LINDEN.
 HW0046'IN FAUQUIER COUNTY, 1.5 MILES EAST ALONG THE SOUTHERN RAILWAY
 HW0046'FROM THE STATION AT LINDEN, WARREN COUNTY, IN A ROCK CUT, ON THE
 HW0046'TOP OF A PROTRUDING ROCK, 7.8 FEET NORTH OF THE CENTER LINE OF THE
 HW0046'TRACK, AND LEVEL WITH THE TRACK.  A CHISELED SQUARE, NOTE-- IT WAS
 HW0046'REPORTED IN APRIL 1942 THAT THE PAINT MARKINGS AROUND THE SQUARE AND
 HW0046'ON THE FACE OF THE ROCK ABOVE THE SQUARE ARE BADLY WEATHER-WORN.
 HW0046'NOTE-- THE AREA WAS COVERED WITH SNOW AT THE TIME OF THE SEARCH BUT
 HW0046'ALL VISIBLE ROCKS WERE SEARCHED BUT NO PAINT OR CHISELED SQUARE
 HW0046'COULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1218 ***********************************************************************
 HW1218  DESIGNATION -  800.2
 HW1218  PID         -  HW1218
 HW1218  STATE/COUNTY-  VA/PAGE
 HW1218  USGS QUAD   -  HAMBURG (1984)
 HW1218
 HW1218                         *CURRENT SURVEY CONTROL
 HW1218  ___________________________________________________________________
 HW1218* NAD 83(1986)-  38 39 29.     (N)    078 30 51.     (W)     SCALED    
 HW1218* NAVD 88     -       243.798  (meters)     799.86   (feet)  ADJUSTED  
 HW1218  ___________________________________________________________________
 HW1218  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HW1218  DYNAMIC HT  -         243.632 (meters)     799.32  (feet)  COMP
 HW1218  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 HW1218
 HW1218  VERT ORDER  -  SECOND    CLASS 0
 HW1218
 HW1218.The horizontal coordinates were scaled from a topographic map and have
 HW1218.an estimated accuracy of +/- 6 seconds.
 HW1218
 HW1218.The orthometric height was determined by differential leveling
 HW1218.and adjusted by the National Geodetic Survey in June 1991..
 HW1218
 HW1218.The geoid height was determined by GEOID03.
 HW1218
 HW1218.The dynamic height is computed by dividing the NAVD 88
 HW1218.geopotential number by the normal gravity value computed on the
 HW1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1218.degrees latitude (g = 980.6199 gals.).
 HW1218
 HW1218.The modeled gravity was interpolated from observed gravity values.
 HW1218
 HW1218;                    North         East    Units  Estimated Accuracy
 HW1218;SPC VA N     - 2,110,040.    3,498,770.      MT  (+/- 180 meters Scaled)
 HW1218
 HW1218                          SUPERSEDED SURVEY CONTROL
 HW1218
 HW1218  NGVD 29 (??/??/92)  243.97   (m)          800.4    (f) COMPUTED    2 0
 HW1218
 HW1218.Superseded values are not recommended for survey control.
 HW1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1218.See file dsdata.txt to determine how the superseded data were derived.
 HW1218
 HW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC163817(NAD 83)
 HW1218_MARKER: Q = CHISELED SQUARE
 HW1218_SETTING: 80 = SET IN A BOULDER
 HW1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1218+STABILITY: SURFACE MOTION
 HW1218
 HW1218  HISTORY     - Date     Condition        Report By
 HW1218  HISTORY     - UNK      MONUMENTED       USGS
 HW1218  HISTORY     - 1942     GOOD             NGS
 HW1218  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW1218
 HW1218                          STATION DESCRIPTION
 HW1218
 HW1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW1218'2.9 MI W FROM LURAY.
 HW1218'2.9 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE HAWKSBILL CREEK
 HW1218'BRIDGE AT LURAY, PAGE COUNTY, 40 FEET EAST OF THE CENTER OF
 HW1218'THE INTERSECTION OF SECONDARY STATE HIGHWAY 645 LEADING SOUTH,
 HW1218'24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF
 HW1218'THE CONCRETE GATEPOST OF A CONCRETE WALK LEADING TO A HOUSE,
 HW1218'5 FEET NORTH OF A FENCE, AND ON THE TOP OF A BOULDER PROJECTING
 HW1218'ABOUT 2 INCHES ABOVE THE GROUND.  A CHISELED SQUARE.  NOTE-- THE
 HW1218'CHISELED SQUARE IS BOUNDED ON THE NORTH AND SOUTH BY DIVISIONS
 HW1218'IN THE ROCK STRATA AND ON THE EAST AND WEST BY CHISELED GROOVES.
 HW1218
 HW1218                          STATION RECOVERY (1965)
 HW1218
 HW1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0195 ***********************************************************************
 GV0195  DESIGNATION -  8.04 USE
 GV0195  PID         -  GV0195
 GV0195  STATE/COUNTY-  VA/C OF HAMPTON
 GV0195  USGS QUAD   -  HAMPTON (1986)
 GV0195
 GV0195                         *CURRENT SURVEY CONTROL
 GV0195  ___________________________________________________________________
 GV0195* NAD 83(1986)-  37 01 01.     (N)    076 20 17.     (W)     SCALED    
 GV0195* NAVD 88     -         1.587  (meters)       5.21   (feet)  ADJUSTED  
 GV0195  ___________________________________________________________________
 GV0195  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 GV0195  DYNAMIC HT  -           1.586 (meters)       5.20  (feet)  COMP
 GV0195  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GV0195
 GV0195  VERT ORDER  -  FIRST     CLASS II
 GV0195
 GV0195.The horizontal coordinates were scaled from a topographic map and have
 GV0195.an estimated accuracy of +/- 6 seconds.
 GV0195
 GV0195.The orthometric height was determined by differential leveling
 GV0195.and adjusted by the National Geodetic Survey in June 1991..
 GV0195
 GV0195.The geoid height was determined by GEOID03.
 GV0195
 GV0195.The dynamic height is computed by dividing the NAVD 88
 GV0195.geopotential number by the normal gravity value computed on the
 GV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0195.degrees latitude (g = 980.6199 gals.).
 GV0195
 GV0195.The modeled gravity was interpolated from observed gravity values.
 GV0195
 GV0195;                    North         East    Units  Estimated Accuracy
 GV0195;SPC VA S     - 1,078,070.    3,692,370.      MT  (+/- 180 meters Scaled)
 GV0195
 GV0195                          SUPERSEDED SURVEY CONTROL
 GV0195
 GV0195  NGVD 29 (??/??/??)    1.931  (m)            6.34   (f) ADJUSTED    1 2
 GV0195
 GV0195.Superseded values are not recommended for survey control.
 GV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0195.See file dsdata.txt to determine how the superseded data were derived.
 GV0195
 GV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF809975(NAD 83)
 GV0195_MARKER: DD = SURVEY DISK
 GV0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0195_SP_SET: SEA WALL
 GV0195_STAMPING: BM EL 8.04
 GV0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0195
 GV0195  HISTORY     - Date     Condition        Report By
 GV0195  HISTORY     - 1952     MONUMENTED       DOD
 GV0195  HISTORY     - 1952     GOOD             CGS
 GV0195  HISTORY     - 1970     GOOD             NGS
 GV0195  HISTORY     - 1978     GOOD             DMA
 GV0195  HISTORY     - 20051103 GOOD             GEOCAC
 GV0195
 GV0195                          STATION DESCRIPTION
 GV0195
 GV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0195'1.2 MI SE FROM HAMPTON.
 GV0195'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV0195'HAMPTON, THENCE ABOUT 0.85 MILE SOUTHEAST AND SOUTHWEST ALONG
 GV0195'STREETS THRU GROUNDS OF HAMPTON INSTITUTE TO OLD SOLDIERS HOME,
 GV0195'LOCATED ON WEST SIDE OF GROUNDS OF OLD SOLDIERS HOME, SET IN
 GV0195'THE TOP OF THE NORTH END OF A CONCRETE SEA WALL AND DIRECTLY
 GV0195'ABOVE TIDAL 1 (1918).
 GV0195
 GV0195                          STATION RECOVERY (1970)
 GV0195
 GV0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GV0195'RECOVERED IN GOOD CONDITION.
 GV0195
 GV0195                          STATION RECOVERY (1978)
 GV0195
 GV0195'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0195'RECOVERED IN GOOD CONDITION.
 GV0195
 GV0195                          STATION RECOVERY (2005)
 GV0195
 GV0195'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0195'THE SEAWALL HAS BEEN EXTENDED TO THE NORTH AND THE STATION IS NOW
 GV0195'ABOUT 40 FEET SOUTH OF THE NORTH END.  HANDHELD COORDINATES ARE
 GV0195'N37-01-00.66 W076-20-21.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0922 ***********************************************************************
 HW0922  DESIGNATION -  807
 HW0922  PID         -  HW0922
 HW0922  STATE/COUNTY-  VA/ALBEMARLE
 HW0922  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0922
 HW0922                         *CURRENT SURVEY CONTROL
 HW0922  ___________________________________________________________________
 HW0922* NAD 83(1986)-  38 04 27.     (N)    078 35 37.     (W)     SCALED    
 HW0922* NAVD 88     -       194.826  (meters)     639.19   (feet)  ADJUSTED  
 HW0922  ___________________________________________________________________
 HW0922  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0922  DYNAMIC HT  -         194.689 (meters)     638.74  (feet)  COMP
 HW0922  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 HW0922
 HW0922  VERT ORDER  -  SECOND    CLASS 0
 HW0922
 HW0922.The horizontal coordinates were scaled from a topographic map and have
 HW0922.an estimated accuracy of +/- 6 seconds.
 HW0922
 HW0922.The orthometric height was determined by differential leveling
 HW0922.and adjusted by the National Geodetic Survey in June 1991..
 HW0922
 HW0922.The geoid height was determined by GEOID03.
 HW0922
 HW0922.The dynamic height is computed by dividing the NAVD 88
 HW0922.geopotential number by the normal gravity value computed on the
 HW0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0922.degrees latitude (g = 980.6199 gals.).
 HW0922
 HW0922.The modeled gravity was interpolated from observed gravity values.
 HW0922
 HW0922;                    North         East    Units  Estimated Accuracy
 HW0922;SPC VA S     - 1,193,200.    3,491,790.      MT  (+/- 180 meters Scaled)
 HW0922
 HW0922                          SUPERSEDED SURVEY CONTROL
 HW0922
 HW0922  NGVD 29 (??/??/92)  195.063  (m)          639.97   (f) ADJ UNCH    2 0
 HW0922
 HW0922.Superseded values are not recommended for survey control.
 HW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0922.See file dsdata.txt to determine how the superseded data were derived.
 HW0922
 HW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC110167(NAD 83)
 HW0922_MARKER: DD = SURVEY DISK
 HW0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0922_STAMPING: 807
 HW0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0922+STABILITY: SURFACE MOTION
 HW0922
 HW0922  HISTORY     - Date     Condition        Report By
 HW0922  HISTORY     - UNK      MONUMENTED       VAGS
 HW0922  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0922
 HW0922                          STATION DESCRIPTION
 HW0922
 HW0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0922'1.8 MI N FROM IVY.
 HW0922'1.8 MILES NORTH ALONG SECONDARY STATE HIGHWAY 678 FROM THE
 HW0922'CHESAPEAKE AND OHIO RAILWAY STATION AT IVY DEPOT, ALBEMARLE
 HW0922'COUNTY, 443 FEET SOUTHWEST OF THE LEG OF THE FIRST STEEL TOWER
 HW0922'OF THE VIRGINIA PUBLIC SERVICE CO., 350 FEET NORTH OF THE ENTRANCE
 HW0922'TO THE BLUE RIDGE SWIMMING POOL, 140 FEET SOUTH OF AN OLD BIRCH
 HW0922'TREE (PARTLY DEAD IN 1935), 22 FEET EAST OF THE CENTERLINE OF
 HW0922'THE HIGHWAY, AND ON THE TOP OF A BANK.  A STATE SURVEY STANDARD
 HW0922'DISK, STAMPED 807 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0923 ***********************************************************************
 HW0923  DESIGNATION -  808
 HW0923  PID         -  HW0923
 HW0923  STATE/COUNTY-  VA/ALBEMARLE
 HW0923  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0923
 HW0923                         *CURRENT SURVEY CONTROL
 HW0923  ___________________________________________________________________
 HW0923* NAD 83(1986)-  38 05 01.     (N)    078 35 14.     (W)     SCALED    
 HW0923* NAVD 88     -       196.471  (meters)     644.59   (feet)  ADJUSTED  
 HW0923  ___________________________________________________________________
 HW0923  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0923  DYNAMIC HT  -         196.333 (meters)     644.14  (feet)  COMP
 HW0923  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 HW0923
 HW0923  VERT ORDER  -  SECOND    CLASS 0
 HW0923
 HW0923.The horizontal coordinates were scaled from a topographic map and have
 HW0923.an estimated accuracy of +/- 6 seconds.
 HW0923
 HW0923.The orthometric height was determined by differential leveling
 HW0923.and adjusted by the National Geodetic Survey in June 1991..
 HW0923
 HW0923.The geoid height was determined by GEOID03.
 HW0923
 HW0923.The dynamic height is computed by dividing the NAVD 88
 HW0923.geopotential number by the normal gravity value computed on the
 HW0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0923.degrees latitude (g = 980.6199 gals.).
 HW0923
 HW0923.The modeled gravity was interpolated from observed gravity values.
 HW0923
 HW0923;                    North         East    Units  Estimated Accuracy
 HW0923;SPC VA S     - 1,194,250.    3,492,350.      MT  (+/- 180 meters Scaled)
 HW0923
 HW0923                          SUPERSEDED SURVEY CONTROL
 HW0923
 HW0923  NGVD 29 (??/??/92)  196.707  (m)          645.36   (f) ADJ UNCH    2 0
 HW0923
 HW0923.Superseded values are not recommended for survey control.
 HW0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0923.See file dsdata.txt to determine how the superseded data were derived.
 HW0923
 HW0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC116178(NAD 83)
 HW0923_MARKER: DD = SURVEY DISK
 HW0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0923_STAMPING: 808
 HW0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0923+STABILITY: SURFACE MOTION
 HW0923
 HW0923  HISTORY     - Date     Condition        Report By
 HW0923  HISTORY     - UNK      MONUMENTED       VAGS
 HW0923  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0923
 HW0923                          STATION DESCRIPTION
 HW0923
 HW0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0923'3 MI N FROM IVY.
 HW0923'3.0 MILES NORTH ALONG SECONDARY STATE HIGHWAYS 678 AND 676 FROM
 HW0923'THE CHESAPEAKE AND OHIO RAILWAY STATION AT IVY DEPOT, ALBEMARLE
 HW0923'COUNTY, 0.3 MILE NORTH OF A STONE GATEPOST ON THE EAST SIDE OF
 HW0923'THE HIGHWAY, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 677, 51
 HW0923'FEET SOUTH OF A STORE OPERATED BY BEN E. WALTON IN 1935, 427
 HW0923'FEET SOUTH OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 676, AND
 HW0923'17 FEET EAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 677.
 HW0923'A STATE SURVEY STANDARD DISK, STAMPED 808 AND SET IN THE TOP OF
 HW0923'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0924 ***********************************************************************
 HW0924  DESIGNATION -  809
 HW0924  PID         -  HW0924
 HW0924  STATE/COUNTY-  VA/ALBEMARLE
 HW0924  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0924
 HW0924                         *CURRENT SURVEY CONTROL
 HW0924  ___________________________________________________________________
 HW0924* NAD 83(1986)-  38 05 15.     (N)    078 35 04.     (W)     SCALED    
 HW0924* NAVD 88     -       191.407  (meters)     627.97   (feet)  ADJUSTED  
 HW0924  ___________________________________________________________________
 HW0924  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0924  DYNAMIC HT  -         191.273 (meters)     627.53  (feet)  COMP
 HW0924  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 HW0924
 HW0924  VERT ORDER  -  SECOND    CLASS 0
 HW0924
 HW0924.The horizontal coordinates were scaled from a topographic map and have
 HW0924.an estimated accuracy of +/- 6 seconds.
 HW0924
 HW0924.The orthometric height was determined by differential leveling
 HW0924.and adjusted by the National Geodetic Survey in June 1991..
 HW0924
 HW0924.The geoid height was determined by GEOID03.
 HW0924
 HW0924.The dynamic height is computed by dividing the NAVD 88
 HW0924.geopotential number by the normal gravity value computed on the
 HW0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0924.degrees latitude (g = 980.6199 gals.).
 HW0924
 HW0924.The modeled gravity was interpolated from observed gravity values.
 HW0924
 HW0924;                    North         East    Units  Estimated Accuracy
 HW0924;SPC VA S     - 1,194,680.    3,492,590.      MT  (+/- 180 meters Scaled)
 HW0924
 HW0924                          SUPERSEDED SURVEY CONTROL
 HW0924
 HW0924  NGVD 29 (??/??/92)  191.643  (m)          628.75   (f) ADJ UNCH    2 0
 HW0924
 HW0924.Superseded values are not recommended for survey control.
 HW0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0924.See file dsdata.txt to determine how the superseded data were derived.
 HW0924
 HW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC118182(NAD 83)
 HW0924_MARKER: DD = SURVEY DISK
 HW0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0924_STAMPING: 809
 HW0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0924+STABILITY: SURFACE MOTION
 HW0924
 HW0924  HISTORY     - Date     Condition        Report By
 HW0924  HISTORY     - UNK      MONUMENTED       VAGS
 HW0924  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0924
 HW0924                          STATION DESCRIPTION
 HW0924
 HW0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0924'3.3 MI N FROM IVY.
 HW0924'3.3 MILES NORTH ALONG SECONDARY STATE HIGHWAYS 678 AND 676 FROM
 HW0924'THE CHESAPEAKE AND OHIO RAILWAY STATION AT IVY DEPOT, ALBEMARLE
 HW0924'COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY
 HW0924'677 AND THE GENERAL STORE, 0.3 MILE SOUTH OF THE CONCRETE WALK
 HW0924'TO OAK UNION CHURCH, 0.1 MILE NORTH OF A CONCRETE WALK TO THE
 HW0924'RESIDENCE OF BOB WAYTE IN 1935, AND 15 FEET EAST OF THE CENTERLINE
 HW0924'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 809 AND
 HW0924'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5294 ***********************************************************************
 GV5294  DESIGNATION -  81 C OF R 1972
 GV5294  PID         -  GV5294
 GV5294  STATE/COUNTY-  VA/C OF RICHMOND
 GV5294  USGS QUAD   -  RICHMOND (1994)
 GV5294
 GV5294                         *CURRENT SURVEY CONTROL
 GV5294  ___________________________________________________________________
 GV5294* NAD 83(1993)-  37 31 11.34310(N)    077 29 39.69753(W)     ADJUSTED  
 GV5294* NAVD 88     -        62.56   (+/-2cm)     205.2    (feet)  VERTCON   
 GV5294  ___________________________________________________________________
 GV5294  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GV5294  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV5294
 GV5294  HORZ ORDER  -  SECOND
 GV5294  VERT ORDER  -  THIRD ? (See Below)
 GV5294
 GV5294.The horizontal coordinates were established by classical geodetic methods
 GV5294.and adjusted by the National Geodetic Survey in November 1994..
 GV5294
 GV5294.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5294.The vertical order pertains to the NGVD 29 superseded value.
 GV5294
 GV5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5294
 GV5294.The geoid height was determined by GEOID03.
 GV5294
 GV5294;                    North         East     Units Scale Factor Converg.
 GV5294;SPC VA S     - 1,132,144.095 3,588,894.398   MT  0.99994892   +0 36 37.3
 GV5294;SPC VA S     - 3,714,376.09 11,774,564.37   sFT  0.99994892   +0 36 37.3
 GV5294;UTM  18      - 4,155,463.361   279,563.433   MT  1.00019858   -1 31 11.2
 GV5294
 GV5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5294!SPC VA S     -   0.99999536  x   0.99994892  =   0.99994428
 GV5294!UTM  18      -   0.99999536  x   1.00019858  =   1.00019394
 GV5294
 GV5294:                Primary Azimuth Mark                     Grid Az
 GV5294:SPC VA S     -  43                                       168 06 12.4
 GV5294:UTM  18      -  43                                       170 14 00.9
 GV5294
 GV5294|---------------------------------------------------------------------|
 GV5294| PID    Reference Object                     Distance      Geod. Az  |
 GV5294|                                                           dddmmss.s |
 GV5294| GV5293 43                                  APPROX. 0.6 KM 1684249.7 |
 GV5294| GV5301 80 C OF R 1972                      419.525 METERS 2531952.9 |
 GV5294|---------------------------------------------------------------------|
 GV5294
 GV5294                          SUPERSEDED SURVEY CONTROL
 GV5294
 GV5294  NAD 83(1986)-  37 31 11.34933(N)    077 29 39.71445(W) AD(       ) 2
 GV5294  NAD 27      -  37 31 10.82023(N)    077 29 40.76832(W) AD(       ) 2
 GV5294  NGVD 29 (07/19/86)   62.87   (m)          206.3    (f) LEVELING    3  
 GV5294
 GV5294.Superseded values are not recommended for survey control.
 GV5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5294.See file dsdata.txt to determine how the superseded data were derived.
 GV5294
 GV5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7956355463(NAD 83)
 GV5294_MARKER: Z = SEE DESCRIPTION
 GV5294_SETTING: 0 = UNSPECIFIED SETTING
 GV5294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5294
 GV5294  HISTORY     - Date     Condition        Report By
 GV5294  HISTORY     - 1972     MONUMENTED       VA2060
 GV5294  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5294  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV5294  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5294
 GV5294                          STATION DESCRIPTION
 GV5294
 GV5294'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5294'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5294'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5294'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5294'THENCE SOUTHWEST ON JAHNKE RD. APPROXIMATELY 200 FEET TO POINT NO.
 GV5294'81.
 GV5294'
 GV5294'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5294'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5294'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5294'ABOUT 6 INCHES BELOW GROUND.
 GV5294'
 GV5294'40.56 FEET E. OF CENTER OF NORTHBOUND R. R. TRACKS, 66.9 FEET S.
 GV5294'OF C/L OF JAHNKE RD., 43.4 FEET S. W. OF C AND P POLE NO. 2034D,
 GV5294'74.0 FEET N. OF VDH MONUMENT.
 GV5294'
 GV5294'NEAREST TOWN--RICHMOND.
 GV5294
 GV5294                          STATION RECOVERY (1995)
 GV5294
 GV5294'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5294'MARK NOT FOUND.
 GV5294
 GV5294                          STATION RECOVERY (2000)
 GV5294
 GV5294'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5294'MARK NOT FOUND.
 GV5294
 GV5294                          STATION RECOVERY (2004)
 GV5294
 GV5294'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0813 ***********************************************************************
 GV0813  DESIGNATION -  81 USGS
 GV0813  PID         -  GV0813
 GV0813  STATE/COUNTY-  VA/JAMES CITY
 GV0813  USGS QUAD   -  NORGE (1984)
 GV0813
 GV0813                         *CURRENT SURVEY CONTROL
 GV0813  ___________________________________________________________________
 GV0813* NAD 83(1986)-  37 16 44.     (N)    076 48 21.     (W)     SCALED    
 GV0813* NAVD 88     -        24.387  (meters)      80.01   (feet)  ADJUSTED  
 GV0813  ___________________________________________________________________
 GV0813  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV0813  DYNAMIC HT  -          24.369 (meters)      79.95  (feet)  COMP
 GV0813  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 GV0813
 GV0813  VERT ORDER  -  THIRD
 GV0813
 GV0813.The horizontal coordinates were scaled from a topographic map and have
 GV0813.an estimated accuracy of +/- 6 seconds.
 GV0813
 GV0813.The orthometric height was determined by differential leveling
 GV0813.and adjusted by the National Geodetic Survey in June 1991..
 GV0813
 GV0813.The geoid height was determined by GEOID03.
 GV0813
 GV0813.The dynamic height is computed by dividing the NAVD 88
 GV0813.geopotential number by the normal gravity value computed on the
 GV0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0813.degrees latitude (g = 980.6199 gals.).
 GV0813
 GV0813.The modeled gravity was interpolated from observed gravity values.
 GV0813
 GV0813;                    North         East    Units  Estimated Accuracy
 GV0813;SPC VA S     - 1,106,280.    3,650,230.      MT  (+/- 180 meters Scaled)
 GV0813
 GV0813                          SUPERSEDED SURVEY CONTROL
 GV0813
 GV0813  NGVD 29 (??/??/??)   24.735  (m)           81.15   (f) ADJUSTED    3 0
 GV0813
 GV0813.Superseded values are not recommended for survey control.
 GV0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0813.See file dsdata.txt to determine how the superseded data were derived.
 GV0813
 GV0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG399273(NAD 83)
 GV0813_MARKER: DD = SURVEY DISK
 GV0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0813_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0813_STAMPING: 81
 GV0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0813+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV0813
 GV0813  HISTORY     - Date     Condition        Report By
 GV0813  HISTORY     - UNK      MONUMENTED       USGS
 GV0813  HISTORY     - 1962     GOOD             CGS
 GV0813  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 GV0813  HISTORY     - 19980126 MARK NOT FOUND   USPSQD
 GV0813  HISTORY     - 20021217 GOOD             USPSQD
 GV0813
 GV0813                          STATION DESCRIPTION
 GV0813
 GV0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0813'3.1 MI S FROM CENTERVILLE.
 GV0813'3.1 MILES SOUTHWEST AND SOUTH ALONG SECONDARY STATE HIGHWAY 603
 GV0813'FROM THE JUNCTION OF A ROAD LEADING EAST AT CENTERVILLE, JAMES
 GV0813'CITY COUNTY, AT THE ABANDONED RICHARDSON STORE, 18 INCHES NORTH
 GV0813'OF THE SOUTHEAST CORNER OF THE PORCH, 1 INCH WEST OF THE WEST
 GV0813'WALL, IN THE FLOOR, AND 25 FEET EAST OF THE CENTER LINE OF THE
 GV0813'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GV0813'81 AND SET ON THE TOP OF AN IRON POST PROJECTING 0.5 INCH ABOVE
 GV0813'THE FLOOR.
 GV0813
 GV0813                          STATION RECOVERY (1991)
 GV0813
 GV0813'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 GV0813'MARK NOT FOUND.
 GV0813
 GV0813                          STATION RECOVERY (1998)
 GV0813
 GV0813'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0813'MARK NOT FOUND.
 GV0813
 GV0813                          STATION RECOVERY (2002)
 GV0813
 GV0813'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0813'ADD=IN FRONT OF OLD STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0874 ***********************************************************************
 GW0874  DESIGNATION -  816
 GW0874  PID         -  GW0874
 GW0874  STATE/COUNTY-  VA/C OF BUENA VISTA
 GW0874  USGS QUAD   -  GLASGOW (1965)
 GW0874
 GW0874                         *CURRENT SURVEY CONTROL
 GW0874  ___________________________________________________________________
 GW0874* NAD 83(1986)-  37 43 00.     (N)    079 22 33.     (W)     SCALED    
 GW0874* NAVD 88     -       249.01   (+/-2cm)     817.0    (feet)  VERTCON   
 GW0874  ___________________________________________________________________
 GW0874  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW0874
 GW0874  VERT ORDER  -  ? (See Below)
 GW0874
 GW0874.The horizontal coordinates were scaled from a topographic map and have
 GW0874.an estimated accuracy of +/- 6 seconds.
 GW0874
 GW0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0874.The vertical order pertains to the NGVD 29 superseded value.
 GW0874
 GW0874.The geoid height was determined by GEOID03.
 GW0874
 GW0874;                    North         East    Units  Estimated Accuracy
 GW0874;SPC VA S     - 1,153,880.    3,422,780.      MT  (+/- 180 meters Scaled)
 GW0874
 GW0874                          SUPERSEDED SURVEY CONTROL
 GW0874
 GW0874  NGVD 29 (??/??/92)  249.202  (m)          817.59   (f) ADJ UNCH    ?  
 GW0874
 GW0874.Superseded values are not recommended for survey control.
 GW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0874.See file dsdata.txt to determine how the superseded data were derived.
 GW0874
 GW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB431756(NAD 83)
 GW0874_MARKER: X = CHISELED CROSS
 GW0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0874_SP_SET: BRIDGE
 GW0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0874
 GW0874  HISTORY     - Date     Condition        Report By
 GW0874  HISTORY     - UNK      MONUMENTED       NWRR
 GW0874  HISTORY     - 1929     GOOD             NGS
 GW0874  HISTORY     - 1934     MARK NOT FOUND   USE
 GW0874
 GW0874                          STATION DESCRIPTION
 GW0874
 GW0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GW0874'1.7 MI S FROM BUENA VISTA.
 GW0874'1.7 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0874'STATION AT BUENA VISTA, ROCKBRIDGE COUNTY, 500 FEET SOUTHWEST OF
 GW0874'THE TELEGRAPH OFFICE AT LOCH LAIRD, 550 FEET SOUTHWEST OF THE
 GW0874'JUNCTION OF THE CHESAPEAKE AND OHIO RAILWAY, AT BRIDGE 436 OVER
 GW0874'NORTH RIVER, ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 GW0874'ABUTMENT, AND 10 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 GW0874'A FAINT CHISELED CROSS.
 GW0874
 GW0874                          STATION RECOVERY (1934)
 GW0874
 GW0874'RECOVERY NOTE BY US ENGINEERS 1934
 GW0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5712 ***********************************************************************
 GV5712  DESIGNATION -  82 C OF R 1972
 GV5712  PID         -  GV5712
 GV5712  STATE/COUNTY-  VA/C OF RICHMOND
 GV5712  USGS QUAD   -  BON AIR (1994)
 GV5712
 GV5712                         *CURRENT SURVEY CONTROL
 GV5712  ___________________________________________________________________
 GV5712* NAD 83(1993)-  37 30 34.19792(N)    077 30 19.09473(W)     ADJUSTED  
 GV5712* NAVD 88     -        65.94   (+/-2cm)     216.3    (feet)  VERTCON   
 GV5712  ___________________________________________________________________
 GV5712  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GV5712  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5712
 GV5712  HORZ ORDER  -  SECOND
 GV5712  VERT ORDER  -  THIRD ? (See Below)
 GV5712
 GV5712.The horizontal coordinates were established by classical geodetic methods
 GV5712.and adjusted by the National Geodetic Survey in November 1994..
 GV5712
 GV5712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5712.The vertical order pertains to the NGVD 29 superseded value.
 GV5712
 GV5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5712
 GV5712.The geoid height was determined by GEOID03.
 GV5712
 GV5712;                    North         East     Units Scale Factor Converg.
 GV5712;SPC VA S     - 1,130,988.790 3,587,939.124   MT  0.99994846   +0 36 13.3
 GV5712;SPC VA S     - 3,710,585.72 11,771,430.28   sFT  0.99994846   +0 36 13.3
 GV5712;UTM  18      - 4,154,344.075   278,565.630   MT  1.00020401   -1 31 33.9
 GV5712
 GV5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5712!SPC VA S     -   0.99999483  x   0.99994846  =   0.99994329
 GV5712!UTM  18      -   0.99999483  x   1.00020401  =   1.00019883
 GV5712
 GV5712:                Primary Azimuth Mark                     Grid Az
 GV5712:SPC VA S     -  22A C OF R 1972                          173 42 10.5
 GV5712:UTM  18      -  22A C OF R 1972                          175 49 57.7
 GV5712
 GV5712|---------------------------------------------------------------------|
 GV5712| PID    Reference Object                     Distance      Geod. Az  |
 GV5712|                                                           dddmmss.s |
 GV5712| GV5710 22A C OF R 1972                     494.947 METERS 1741823.8 |
 GV5712| GV5713 82A C OF R 1972                     173.191 METERS 35038     |
 GV5712|---------------------------------------------------------------------|
 GV5712
 GV5712                          SUPERSEDED SURVEY CONTROL
 GV5712
 GV5712  NAD 83(1986)-  37 30 34.20421(N)    077 30 19.11156(W) AD(       ) 2
 GV5712  NAD 27      -  37 30 33.67380(N)    077 30 20.16333(W) AD(       ) 2
 GV5712  NGVD 29 (07/19/86)   66.25   (m)          217.4    (f) LEVELING    3  
 GV5712
 GV5712.Superseded values are not recommended for survey control.
 GV5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5712.See file dsdata.txt to determine how the superseded data were derived.
 GV5712
 GV5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7856654344(NAD 83)
 GV5712_MARKER: Z = SEE DESCRIPTION
 GV5712_SETTING: 0 = UNSPECIFIED SETTING
 GV5712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5712+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5712
 GV5712  HISTORY     - Date     Condition        Report By
 GV5712  HISTORY     - 1972     MONUMENTED       VA2060
 GV5712  HISTORY     - 19951203 GOOD             USPSQD
 GV5712  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5712  HISTORY     - 20031108 GOOD             USPSQD
 GV5712  HISTORY     - 20050207 GOOD             USPSQD
 GV5712
 GV5712                          STATION DESCRIPTION
 GV5712
 GV5712'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5712'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5712'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5712'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5712'THENCE NORTH ON GERMAN SCHOOL RD. 0.25 MILE TO POINT NO. 82.
 GV5712'
 GV5712'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5712'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5712'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5712'ABOUT 8 INCHES BELOW GROUND.
 GV5712'
 GV5712'35.9 FEET E. OF C/L OF GERMAN SCHOOL RD., 16.3 FEET E. OF VEPCO
 GV5712'POLE NO. UH90, 8.1 FEET N. OF 12 INCH PINE TREE, 27.21 FEET S. W.
 GV5712'OF S. W. CORNER OF A BRICK APT. BLDG.
 GV5712'
 GV5712'NEAREST TOWN--RICHMOND.
 GV5712
 GV5712                          STATION RECOVERY (1995)
 GV5712
 GV5712'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5712'RECOVERED IN GOOD CONDITION.
 GV5712
 GV5712                          STATION RECOVERY (1999)
 GV5712
 GV5712'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5712'MARK NOT FOUND.
 GV5712
 GV5712                          STATION RECOVERY (2003)
 GV5712
 GV5712'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5712'RECOVERED IN GOOD CONDITION.
 GV5712
 GV5712                          STATION RECOVERY (2005)
 GV5712
 GV5712'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0553 ***********************************************************************
 FZ0553  DESIGNATION -  821239
 FZ0553  PID         -  FZ0553
 FZ0553  STATE/COUNTY-  VA/CARROLL
 FZ0553  USGS QUAD   -  FANCY GAP (1985)
 FZ0553
 FZ0553                         *CURRENT SURVEY CONTROL
 FZ0553  ___________________________________________________________________
 FZ0553* NAD 83(1986)-  36 39 54.     (N)    080 41 32.     (W)     SCALED    
 FZ0553* NAVD 88     -       878.372  (meters)    2881.79   (feet)  ADJUSTED  
 FZ0553  ___________________________________________________________________
 FZ0553  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FZ0553  DYNAMIC HT  -         877.513 (meters)    2878.97  (feet)  COMP
 FZ0553  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 FZ0553
 FZ0553  VERT ORDER  -  SECOND    CLASS 0
 FZ0553
 FZ0553.The horizontal coordinates were scaled from a topographic map and have
 FZ0553.an estimated accuracy of +/- 6 seconds.
 FZ0553
 FZ0553.The orthometric height was determined by differential leveling
 FZ0553.and adjusted by the National Geodetic Survey in June 1991..
 FZ0553
 FZ0553.The geoid height was determined by GEOID03.
 FZ0553
 FZ0553.The dynamic height is computed by dividing the NAVD 88
 FZ0553.geopotential number by the normal gravity value computed on the
 FZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0553.degrees latitude (g = 980.6199 gals.).
 FZ0553
 FZ0553.The modeled gravity was interpolated from observed gravity values.
 FZ0553
 FZ0553;                    North         East    Units  Estimated Accuracy
 FZ0553;SPC VA S     - 1,039,080.    3,304,030.      MT  (+/- 180 meters Scaled)
 FZ0553
 FZ0553                          SUPERSEDED SURVEY CONTROL
 FZ0553
 FZ0553  NGVD 29 (??/??/92)  878.511  (m)         2882.25   (f) ADJ UNCH    2 0
 FZ0553
 FZ0553.Superseded values are not recommended for survey control.
 FZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0553.See file dsdata.txt to determine how the superseded data were derived.
 FZ0553
 FZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA275577(NAD 83)
 FZ0553_MARKER: DD = SURVEY DISK
 FZ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0553_STAMPING: 821239
 FZ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0553+STABILITY: SURFACE MOTION
 FZ0553
 FZ0553  HISTORY     - Date     Condition        Report By
 FZ0553  HISTORY     - UNK      MONUMENTED       NPS
 FZ0553  HISTORY     - 1963     GOOD             NGS
 FZ0553
 FZ0553                          STATION DESCRIPTION
 FZ0553
 FZ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0553'0.2 MI S FROM FANCY GAP.
 FZ0553'0.2 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE IN
 FZ0553'FANCY GAP.  THE MARK IS SET IN TOP OF A 4 BY 4 INCH CONCRETE
 FZ0553'POST THAT IS 1 FOOT BELOW THE GROUND, 99 FEET NORTHEAST OF THE
 FZ0553'NORTHEAST CORNER OF THE BLUE RIDGE NOVELTY STORE, 120 FEET
 FZ0553'SOUTHEAST OF THE CENTER OF SECONDARY STATE ROAD 608, 25.5 FEET
 FZ0553'WEST OF THE CENTER LINE OF U.S. HIGHWAY 52 AND ABOUT 1 FOOT BELOW
 FZ0553'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1446 ***********************************************************************
 FX1446  DESIGNATION -  82.29 USE
 FX1446  PID         -  FX1446
 FX1446  STATE/COUNTY-  VA/SUSSEX
 FX1446  USGS QUAD   -  PURDY (1986)
 FX1446
 FX1446                         *CURRENT SURVEY CONTROL
 FX1446  ___________________________________________________________________
 FX1446* NAD 83(1986)-  36 50 59.     (N)    077 33 48.     (W)     SCALED    
 FX1446* NAVD 88     -        37.293  (meters)     122.35   (feet)  POSTED    
 FX1446  ___________________________________________________________________
 FX1446  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 FX1446  DYNAMIC HT  -          37.260 (meters)     122.24  (feet)  COMP
 FX1446  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 FX1446
 FX1446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1446
 FX1446.The horizontal coordinates were scaled from a topographic map and have
 FX1446.an estimated accuracy of +/- 6 seconds.
 FX1446
 FX1446.The orthometric height was determined by differential leveling
 FX1446.and adjusted by the National Geodetic Survey in 1992..
 FX1446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1446.rate of 0.0 thru 1.0 mm/km.
 FX1446
 FX1446.The geoid height was determined by GEOID03.
 FX1446
 FX1446.The dynamic height is computed by dividing the NAVD 88
 FX1446.geopotential number by the normal gravity value computed on the
 FX1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1446.degrees latitude (g = 980.6199 gals.).
 FX1446
 FX1446.The modeled gravity was interpolated from observed gravity values.
 FX1446
 FX1446;                    North         East    Units  Estimated Accuracy
 FX1446;SPC VA S     - 1,057,720.    3,583,540.      MT  (+/- 180 meters Scaled)
 FX1446
 FX1446                          SUPERSEDED SURVEY CONTROL
 FX1446
 FX1446  NGVD 29 (??/??/92)   37.630  (m)          123.46   (f) ADJ UNCH    2 0
 FX1446
 FX1446.Superseded values are not recommended for survey control.
 FX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1446.See file dsdata.txt to determine how the superseded data were derived.
 FX1446
 FX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF714812(NAD 83)
 FX1446_MARKER: S = SPIKE
 FX1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1446_SP_SET: POWERLINE BASE
 FX1446_STAMPING: 82.29 1940
 FX1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1446
 FX1446  HISTORY     - Date     Condition        Report By
 FX1446  HISTORY     - 1940     MONUMENTED       DOD
 FX1446  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1446  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX1446  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1446
 FX1446                          STATION DESCRIPTION
 FX1446
 FX1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1446'3 MI N FROM PURDY.
 FX1446'IN SUSSEX COUNTY, 3 MILES NORTH ALONG STATE SECONDARD ROAD
 FX1446'619 FROM THE CROSSING OF THE VIRGINIAN RAILWAY AT PURDY,
 FX1446'GREENSVILLE COUNTY, AT THE NORTH SIDE OF THE NOTTOWAY RIVER
 FX1446'BRIDGE, ACROSS THE ROAD FROM A DIM FARM ROAD LEADING NORTHWEST,
 FX1446'AT POWERLINE POLE 172, AND IN THE BASE JUST BELOW A BRASS
 FX1446'PLATE STAMPED 82.29 1940.  A SPIKE.  BRIDGE WAS REBUILT AND NO
 FX1446'POWER POLE IN AREA AND MARK IS BELIEVED LOST.
 FX1446
 FX1446                          STATION RECOVERY (1997)
 FX1446
 FX1446'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1446'MARK NOT FOUND.
 FX1446
 FX1446                          STATION RECOVERY (2002)
 FX1446
 FX1446'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0445 ***********************************************************************
 HW0445  DESIGNATION -  824
 HW0445  PID         -  HW0445
 HW0445  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0445  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0445
 HW0445                         *CURRENT SURVEY CONTROL
 HW0445  ___________________________________________________________________
 HW0445* NAD 83(1986)-  38 02 44.     (N)    078 28 40.     (W)     SCALED    
 HW0445* NAVD 88     -       138.608  (meters)     454.75   (feet)  ADJUSTED  
 HW0445  ___________________________________________________________________
 HW0445  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0445  DYNAMIC HT  -         138.511 (meters)     454.43  (feet)  COMP
 HW0445  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 HW0445
 HW0445  VERT ORDER  -  SECOND    CLASS 0
 HW0445
 HW0445.The horizontal coordinates were scaled from a topographic map and have
 HW0445.an estimated accuracy of +/- 6 seconds.
 HW0445
 HW0445.The orthometric height was determined by differential leveling
 HW0445.and adjusted by the National Geodetic Survey in June 1991..
 HW0445
 HW0445.The geoid height was determined by GEOID03.
 HW0445
 HW0445.The dynamic height is computed by dividing the NAVD 88
 HW0445.geopotential number by the normal gravity value computed on the
 HW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0445.degrees latitude (g = 980.6199 gals.).
 HW0445
 HW0445.The modeled gravity was interpolated from observed gravity values.
 HW0445
 HW0445;                    North         East    Units  Estimated Accuracy
 HW0445;SPC VA S     - 1,190,020.    3,501,950.      MT  (+/- 180 meters Scaled)
 HW0445
 HW0445                          SUPERSEDED SURVEY CONTROL
 HW0445
 HW0445  NGVD 29 (??/??/92)  138.848  (m)          455.54   (f) ADJ UNCH    2 0
 HW0445
 HW0445.Superseded values are not recommended for survey control.
 HW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0445.See file dsdata.txt to determine how the superseded data were derived.
 HW0445
 HW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC213138(NAD 83)
 HW0445_MARKER: DD = SURVEY DISK
 HW0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0445_STAMPING: 824
 HW0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0445+STABILITY: SURFACE MOTION
 HW0445
 HW0445  HISTORY     - Date     Condition        Report By
 HW0445  HISTORY     - UNK      MONUMENTED       VAGS
 HW0445  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0445
 HW0445                          STATION DESCRIPTION
 HW0445
 HW0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0445'AT CHARLOTTESVILLE.
 HW0445'AT CHARLOTTESVILLE, ALBEMARLE COUNTY, ON THE SOUTHERN RAILWAY,
 HW0445'IN MC INTIRE PARK, ABOUT 2,050 FEET NORTH OF THE CROSSING OF
 HW0445'RUGBY AVENUE, ABOUT 795 FEET SOUTH OF THE CROSSING OF A ROW OF
 HW0445'V.P.S. POWER-TRANSMISSION LINE POLES AND THE TOP OF THE HILL,
 HW0445'ABOUT 105 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK,
 HW0445'AND 12 FEET WEST OF THE WEST RIGHT-OF-WAY LINE.  A STATE SURVEY
 HW0445'STANDARD DISK, STAMPED 824 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0446 ***********************************************************************
 HW0446  DESIGNATION -  825
 HW0446  PID         -  HW0446
 HW0446  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0446  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0446
 HW0446                         *CURRENT SURVEY CONTROL
 HW0446  ___________________________________________________________________
 HW0446* NAD 83(1986)-  38 02 49.     (N)    078 28 38.     (W)     SCALED    
 HW0446* NAVD 88     -       139.061  (meters)     456.24   (feet)  ADJUSTED  
 HW0446  ___________________________________________________________________
 HW0446  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0446  DYNAMIC HT  -         138.964 (meters)     455.92  (feet)  COMP
 HW0446  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 HW0446
 HW0446  VERT ORDER  -  SECOND    CLASS 0
 HW0446
 HW0446.The horizontal coordinates were scaled from a topographic map and have
 HW0446.an estimated accuracy of +/- 6 seconds.
 HW0446
 HW0446.The orthometric height was determined by differential leveling
 HW0446.and adjusted by the National Geodetic Survey in June 1991..
 HW0446
 HW0446.The geoid height was determined by GEOID03.
 HW0446
 HW0446.The dynamic height is computed by dividing the NAVD 88
 HW0446.geopotential number by the normal gravity value computed on the
 HW0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0446.degrees latitude (g = 980.6199 gals.).
 HW0446
 HW0446.The modeled gravity was interpolated from observed gravity values.
 HW0446
 HW0446;                    North         East    Units  Estimated Accuracy
 HW0446;SPC VA S     - 1,190,180.    3,502,000.      MT  (+/- 180 meters Scaled)
 HW0446
 HW0446                          SUPERSEDED SURVEY CONTROL
 HW0446
 HW0446  NGVD 29 (??/??/92)  139.301  (m)          457.02   (f) ADJ UNCH    2 0
 HW0446
 HW0446.Superseded values are not recommended for survey control.
 HW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0446.See file dsdata.txt to determine how the superseded data were derived.
 HW0446
 HW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC213140(NAD 83)
 HW0446_MARKER: DD = SURVEY DISK
 HW0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0446_STAMPING: 825
 HW0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0446+STABILITY: SURFACE MOTION
 HW0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0446+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HW0446
 HW0446  HISTORY     - Date     Condition        Report By
 HW0446  HISTORY     - UNK      MONUMENTED       VAGS
 HW0446  HISTORY     - 1964     GOOD             NGS
 HW0446  HISTORY     - 20040703 GOOD             GEOCAC
 HW0446  HISTORY     - 20050731 GOOD             USPSQD
 HW0446
 HW0446                          STATION DESCRIPTION
 HW0446
 HW0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0446'AT CHARLOTTESVILLE.
 HW0446'AT CHARLOTTESVILLE, ALBEMARLE COUNTY, ON THE SOUTHERN RAILWAY,
 HW0446'IN MC INTIRE PARK, ABOUT 415 FEET EAST OF THE CROSSING OF RUGBY
 HW0446'AVENUE, ABOUT 101 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND
 HW0446'TRACK, IN A CLUMP OF FIVE LARGE OAK TREES, AND 8 FEET EAST OF
 HW0446'THE RIGHT-OF-WAY LINE.  A STATE SURVEY STANDARD DISK, STAMPED 825
 HW0446'AND SET IN THE TOP OF A CONCRETE POST.
 HW0446
 HW0446                          STATION RECOVERY (2004)
 HW0446
 HW0446'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HW0446'FOUND IN GOOD CONDITION BUT WITH MAJOR CHANGES TO THE DESCRIPTION.
 HW0446'STATION IS AT CHARLOTTESVILLE, ALBERMARLE COUNTY, VA, ON THE PROPERTY
 HW0446'OF THE MCINTIRE MUNICIPAL GOLF COURSE, ON THE NORTH SIDE OF BYPASS US
 HW0446'RTE 50, NORTH OF A CHAIN-LINK FENCE THAT SURROUNDS A GRAVEL PARKING
 HW0446'LOT FOR THE COURSE AND FOR THE EASTERN SECTION OF MCINTIRE PARK, ABOUT
 HW0446'415 FEET (126.5 M) EAST OF THE INTERSECTION WITH RUGBY AVENUE, ABOUT
 HW0446'101 FEET (30.8 M)EAST OF THE CENTERLINE OF A NORTH-BOUND RAILROAD
 HW0446'TRACK, ABOUT 85 FEET (25.9 M) NORTHEAST FROM A GRAVEL PATH
 HW0446'LEADING NORTHEAST FROM A GATE IN THE FENCE, 1.5 FEET (0.46 M)
 HW0446'NORTHEAST OF THE FENCE, AND THREE FEET (0.91 M) NORTH OF THE SEVENTH
 HW0446'FENCEPOLE SOUTHEAST FROM THE NORTHWEST CORNER OF THE FENCE.  THE DISK
 HW0446'IS STAMPED STATION NO. 825 ELEVATION 825 FEET AND IS SET IN THE TOP
 HW0446'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.  HANDHELD
 HW0446'COORDINATES ARE N38-02-44.34 W078-28-38.76.  TO REACH FROM THE US RTE
 HW0446'250 EXIT FROM INTERSTATE 64 SOUTHEAST OF CHARLOTTESVILLE, GO NORTHWEST
 HW0446'ON US RTE 50 FOR 1.85 MILES (2.98 KM) ACROSS THE RIVANNA
 HW0446'RIVER TO THE INTERSECTION WITH RIVER ROAD AND BUSINESS ROUTE US 50,
 HW0446'CONTINUE STRAIGHT AHEAD ON BYPASS RTE US 50 FOR 1.25 MILES (2.01 KM)
 HW0446'TO MCINTIRE PARK AND THE PARKING AREA ENTRANCE ON THE RIGHT, CONTINUE
 HW0446'NORTHEAST FOR ABOUT 200 FEET (61 M) TO THE GATE AT THE NORTHEAST
 HW0446'CORNER OF THE PARKING LOT, PROCEED THROUGH THE GATE AND PACK NORTHWEST
 HW0446'ALONG THE FENCE FOR 85 FEET (25.9 M) TO THE MARK.
 HW0446
 HW0446                          STATION RECOVERY (2005)
 HW0446
 HW0446'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HW0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1575 ***********************************************************************
 GW1575  DESIGNATION -  827 USGS
 GW1575  PID         -  GW1575
 GW1575  STATE/COUNTY-  VA/BOTETOURT
 GW1575  USGS QUAD   -  BUCHANAN (1985)
 GW1575
 GW1575                         *CURRENT SURVEY CONTROL
 GW1575  ___________________________________________________________________
 GW1575* NAD 83(1986)-  37 31 52.     (N)    079 40 27.     (W)     SCALED    
 GW1575* NAVD 88     -       251.927  (meters)     826.53   (feet)  ADJUSTED  
 GW1575  ___________________________________________________________________
 GW1575  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1575  DYNAMIC HT  -         251.726 (meters)     825.87  (feet)  COMP
 GW1575  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 GW1575
 GW1575  VERT ORDER  -  FIRST     CLASS II
 GW1575
 GW1575.The horizontal coordinates were scaled from a topographic map and have
 GW1575.an estimated accuracy of +/- 6 seconds.
 GW1575
 GW1575.The orthometric height was determined by differential leveling
 GW1575.and adjusted by the National Geodetic Survey in June 1991..
 GW1575
 GW1575.The geoid height was determined by GEOID03.
 GW1575
 GW1575.The dynamic height is computed by dividing the NAVD 88
 GW1575.geopotential number by the normal gravity value computed on the
 GW1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1575.degrees latitude (g = 980.6199 gals.).
 GW1575
 GW1575.The modeled gravity was interpolated from observed gravity values.
 GW1575
 GW1575;                    North         East    Units  Estimated Accuracy
 GW1575;SPC VA S     - 1,133,570.    3,396,230.      MT  (+/- 180 meters Scaled)
 GW1575
 GW1575                          SUPERSEDED SURVEY CONTROL
 GW1575
 GW1575  NGVD 29 (??/??/92)  252.144  (m)          827.24   (f) ADJ UNCH    1 2
 GW1575
 GW1575.Superseded values are not recommended for survey control.
 GW1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1575.See file dsdata.txt to determine how the superseded data were derived.
 GW1575
 GW1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB171546(NAD 83)
 GW1575_MARKER: Q = CHISELED SQUARE
 GW1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1575_SP_SET: ABUTMENT
 GW1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1575
 GW1575  HISTORY     - Date     Condition        Report By
 GW1575  HISTORY     - UNK      MONUMENTED       USGS
 GW1575  HISTORY     - 1934     GOOD             NGS
 GW1575  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW1575
 GW1575                          STATION DESCRIPTION
 GW1575
 GW1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1575'0.2 MI NE FROM BUCHANAN.
 GW1575'0.2 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1575'THE STATION AT BUCHANAN, AT BRIDGE 195.0, AT THE SOUTHWEST
 GW1575'ABUTMENT, AND ON THE SOUTHEAST END OF THE STONE BACK WALL.  A
 GW1575'CHISELED SQUARE.
 GW1575
 GW1575                          STATION RECOVERY (1984)
 GW1575
 GW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1575'NOT RECOVERED, NO SIGNS OF A CHISELED SQUARE COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5713 ***********************************************************************
 GV5713  DESIGNATION -  82A C OF R 1972
 GV5713  PID         -  GV5713
 GV5713  STATE/COUNTY-  VA/C OF RICHMOND
 GV5713  USGS QUAD   -  BON AIR (1994)
 GV5713
 GV5713                         *CURRENT SURVEY CONTROL
 GV5713  ___________________________________________________________________
 GV5713* NAD 83(1993)-  37 30 39.74072(N)    077 30 20.24210(W)     ADJUSTED  
 GV5713* NAVD 88     -        67.54   (+/-2cm)     221.6    (feet)  VERTCON   
 GV5713  ___________________________________________________________________
 GV5713  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GV5713  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV5713
 GV5713  HORZ ORDER  -  SECOND
 GV5713  VERT ORDER  -  THIRD ? (See Below)
 GV5713
 GV5713.The horizontal coordinates were established by classical geodetic methods
 GV5713.and adjusted by the National Geodetic Survey in November 1994..
 GV5713
 GV5713.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5713.The vertical order pertains to the NGVD 29 superseded value.
 GV5713
 GV5713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5713
 GV5713.The geoid height was determined by GEOID03.
 GV5713
 GV5713;                    North         East     Units Scale Factor Converg.
 GV5713;SPC VA S     - 1,131,159.358 3,587,909.148   MT  0.99994853   +0 36 12.6
 GV5713;SPC VA S     - 3,711,145.33 11,771,331.93   sFT  0.99994853   +0 36 12.6
 GV5713;UTM  18      - 4,154,515.683   278,542.008   MT  1.00020414   -1 31 34.8
 GV5713
 GV5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5713!SPC VA S     -   0.99999457  x   0.99994853  =   0.99994310
 GV5713!UTM  18      -   0.99999457  x   1.00020414  =   1.00019871
 GV5713
 GV5713|---------------------------------------------------------------------|
 GV5713| PID    Reference Object                     Distance      Geod. Az  |
 GV5713|                                                           dddmmss.s |
 GV5713| GV5712 82 C OF R 1972                      173.191 METERS 17038     |
 GV5713| GV5717 83 C OF R 1972                      460.653 METERS 3160721.0 |
 GV5713|---------------------------------------------------------------------|
 GV5713
 GV5713                          SUPERSEDED SURVEY CONTROL
 GV5713
 GV5713  NAD 83(1986)-  37 30 39.74693(N)    077 30 20.25892(W) AD(       ) 2
 GV5713  NAD 27      -  37 30 39.21669(N)    077 30 21.31079(W) AD(       ) 2
 GV5713  NGVD 29 (07/19/86)   67.85   (m)          222.6    (f) LEVELING    3  
 GV5713
 GV5713.Superseded values are not recommended for survey control.
 GV5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5713.See file dsdata.txt to determine how the superseded data were derived.
 GV5713
 GV5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7854254516(NAD 83)
 GV5713_MARKER: Z = SEE DESCRIPTION
 GV5713_SETTING: 0 = UNSPECIFIED SETTING
 GV5713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5713+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 GV5713
 GV5713  HISTORY     - Date     Condition        Report By
 GV5713  HISTORY     - 1972     MONUMENTED       VA2060
 GV5713  HISTORY     - 19951203 GOOD             USPSQD
 GV5713  HISTORY     - 19991209 GOOD             USPSQD
 GV5713  HISTORY     - 20031108 GOOD             USPSQD
 GV5713  HISTORY     - 20050207 GOOD             USPSQD
 GV5713
 GV5713                          STATION DESCRIPTION
 GV5713
 GV5713'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5713'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5713'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5713'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5713'THENCE NORTH ON GERMAN SCHOOL RD. 0.35 MILE TO POINT NO. 82A.
 GV5713'
 GV5713'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5713'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5713'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5713'ABOUT 8 INCHES BELOW GROUND.
 GV5713'
 GV5713'34.3 FEET N. W. OF THE N. E. CORNER OF A BRICK APT. BLDG., 45.7 FEET
 GV5713'S. OF VEPCO POLE NO. UI70, 35.7 FEET E. OF C/L OF GERMAN SCHOOL
 GV5713'RD., 16.5 FEET S. OF C/L OF GERMAN SCHOOL CRESANT.
 GV5713'
 GV5713'NEAREST TOWN--RICHMOND.
 GV5713
 GV5713                          STATION RECOVERY (1995)
 GV5713
 GV5713'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5713'RECOVERED IN GOOD CONDITION.
 GV5713
 GV5713                          STATION RECOVERY (1999)
 GV5713
 GV5713'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5713'RECOVERED IN GOOD CONDITION.
 GV5713
 GV5713                          STATION RECOVERY (2003)
 GV5713
 GV5713'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5713'RECOVERED IN GOOD CONDITION.
 GV5713
 GV5713                          STATION RECOVERY (2005)
 GV5713
 GV5713'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0147 ***********************************************************************
 FX0147  DESIGNATION -  8.3 BSA
 FX0147  PID         -  FX0147
 FX0147  STATE/COUNTY-  VA/C OF NORFOLK
 FX0147  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0147
 FX0147                         *CURRENT SURVEY CONTROL
 FX0147  ___________________________________________________________________
 FX0147* NAD 83(1986)-  36 50 50.8    (N)    076 17 20.8    (W)     HD_HELD2  
 FX0147* NAVD 88     -         2.086  (meters)       6.84   (feet)  ADJUSTED  
 FX0147  ___________________________________________________________________
 FX0147  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX0147  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 FX0147  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 FX0147
 FX0147  VERT ORDER  -  FIRST     CLASS I
 FX0147
 FX0147.The horizontal coordinates were established by autonomous hand held GPS
 FX0147.observations and have an estimated accuracy of +/- 10 meters.
 FX0147
 FX0147.The orthometric height was determined by differential leveling
 FX0147.and adjusted by the National Geodetic Survey in June 1991..
 FX0147.WARNING-Repeat measurements at this control monument indicate possible
 FX0147.vertical movement.
 FX0147
 FX0147.The geoid height was determined by GEOID03.
 FX0147
 FX0147.The dynamic height is computed by dividing the NAVD 88
 FX0147.geopotential number by the normal gravity value computed on the
 FX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0147.degrees latitude (g = 980.6199 gals.).
 FX0147
 FX0147.The modeled gravity was interpolated from observed gravity values.
 FX0147
 FX0147;                    North         East    Units  Estimated Accuracy
 FX0147;SPC VA S     - 1,059,362.    3,697,167.      MT  (+/- 10 meters HH2 GPS)
 FX0147
 FX0147                          SUPERSEDED SURVEY CONTROL
 FX0147
 FX0147  NGVD 29 (??/??/92)    2.326  (m)            7.63   (f) ADJ UNCH    1 1
 FX0147
 FX0147.Superseded values are not recommended for survey control.
 FX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0147.See file dsdata.txt to determine how the superseded data were derived.
 FX0147
 FX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8506878725(NAD 83)
 FX0147_MARKER: DD = SURVEY DISK
 FX0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0147+STABILITY: SURFACE MOTION
 FX0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0147+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 FX0147
 FX0147  HISTORY     - Date     Condition        Report By
 FX0147  HISTORY     - UNK      MONUMENTED       BSA
 FX0147  HISTORY     - 1971     GOOD             NGS
 FX0147  HISTORY     - 1979     MARK NOT FOUND   NGS
 FX0147  HISTORY     - 20031108 GOOD             USPSQD
 FX0147  HISTORY     - 20050415 GOOD             USPSQD
 FX0147
 FX0147                          STATION DESCRIPTION
 FX0147
 FX0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0147'AT NORFOLK.
 FX0147'AT NORFOLK, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF BANK
 FX0147'STREET AND CITY HALL AVENUE, AT THE NORTHWEST CORNER OF THE LAWN
 FX0147'OF THE MAC ARTHUR MEMORIAL BUILDING (FORMERLY THE COUNTY COURTHOUSE),
 FX0147'77.1 FEET WEST OF THE NORTHWEST CORNER OF THE GRANITE FOUNDATION
 FX0147'FOR A STATUE OF MAC ARTHUR, 4.7 FEET EAST-SOUTHEAST OF THE EAST EDGE
 FX0147'OF THE SIDEWALK ON THE EAST SIDE OF BANK STREET, 1.8 FEET NORTH
 FX0147'OF THE NORTH EDGE OF THE WALKWAY THAT LEADS TO THE WEST MAIN
 FX0147'ENTRANCE TO THE BUILDING, AND IS THE CENTER OF A CROSS THAT IS
 FX0147'FORMED BY ARROWS ON THE CENTER OF A DIRECTIONAL BRASS PLATE WHICH
 FX0147'IS ON A 1-FOOT STONE POST THAT PROJECTS ABOUT 3 FEET.  THE POST
 FX0147'IS CALLED ZERO MILESTONE.
 FX0147
 FX0147                          STATION RECOVERY (1979)
 FX0147
 FX0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0147'NOT RECOVERED.  NOTE=BELIEVED DESTROYED BY CONSTRUCTION OF NEW
 FX0147'SIDEWALK.
 FX0147
 FX0147                          STATION RECOVERY (2003)
 FX0147
 FX0147'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0147'RECOVERED IN GOOD CONDITION.
 FX0147
 FX0147                          STATION RECOVERY (2005)
 FX0147
 FX0147'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 FX0147'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5717 ***********************************************************************
 GV5717  DESIGNATION -  83 C OF R 1972
 GV5717  PID         -  GV5717
 GV5717  STATE/COUNTY-  VA/C OF RICHMOND
 GV5717  USGS QUAD   -  BON AIR (1994)
 GV5717
 GV5717                         *CURRENT SURVEY CONTROL
 GV5717  ___________________________________________________________________
 GV5717* NAD 83(1993)-  37 30 50.51094(N)    077 30 33.24345(W)     ADJUSTED  
 GV5717* NAVD 88     -        72.96   (+/-2cm)     239.4    (feet)  VERTCON   
 GV5717  ___________________________________________________________________
 GV5717  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 GV5717  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV5717
 GV5717  HORZ ORDER  -  SECOND
 GV5717  VERT ORDER  -  THIRD ? (See Below)
 GV5717
 GV5717.The horizontal coordinates were established by classical geodetic methods
 GV5717.and adjusted by the National Geodetic Survey in November 1994..
 GV5717
 GV5717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5717.The vertical order pertains to the NGVD 29 superseded value.
 GV5717
 GV5717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5717
 GV5717.The geoid height was determined by GEOID03.
 GV5717
 GV5717;                    North         East     Units Scale Factor Converg.
 GV5717;SPC VA S     - 1,131,488.010 3,587,586.398   MT  0.99994866   +0 36 04.8
 GV5717;SPC VA S     - 3,712,223.58 11,770,273.04   sFT  0.99994866   +0 36 04.8
 GV5717;UTM  18      - 4,154,856.190   278,231.615   MT  1.00020584   -1 31 43.1
 GV5717
 GV5717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5717!SPC VA S     -   0.99999372  x   0.99994866  =   0.99994238
 GV5717!UTM  18      -   0.99999372  x   1.00020584  =   1.00019956
 GV5717
 GV5717:                Primary Azimuth Mark                     Grid Az
 GV5717:SPC VA S     -  82A C OF R 1972                          135 31 08.3
 GV5717:UTM  18      -  82A C OF R 1972                          137 38 56.2
 GV5717
 GV5717|---------------------------------------------------------------------|
 GV5717| PID    Reference Object                     Distance      Geod. Az  |
 GV5717|                                                           dddmmss.s |
 GV5717| GV5713 82A C OF R 1972                     460.653 METERS 1360713.1 |
 GV5717| GV5726 84 C OF R 1972                      315.968 METERS 31213     |
 GV5717|---------------------------------------------------------------------|
 GV5717
 GV5717                          SUPERSEDED SURVEY CONTROL
 GV5717
 GV5717  NAD 83(1986)-  37 30 50.51719(N)    077 30 33.26027(W) AD(       ) 2
 GV5717  NAD 27      -  37 30 49.98693(N)    077 30 34.31196(W) AD(       ) 2
 GV5717  NGVD 29 (07/19/86)   73.27   (m)          240.4    (f) LEVELING    3  
 GV5717
 GV5717.Superseded values are not recommended for survey control.
 GV5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5717.See file dsdata.txt to determine how the superseded data were derived.
 GV5717
 GV5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7823254856(NAD 83)
 GV5717_MARKER: Z = SEE DESCRIPTION
 GV5717_SETTING: 0 = UNSPECIFIED SETTING
 GV5717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5717+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5717
 GV5717  HISTORY     - Date     Condition        Report By
 GV5717  HISTORY     - 1972     MONUMENTED       VA2060
 GV5717  HISTORY     - 19951203 GOOD             USPSQD
 GV5717  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5717  HISTORY     - 20040302 GOOD             USPSQD
 GV5717
 GV5717                          STATION DESCRIPTION
 GV5717
 GV5717'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5717'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5717'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5717'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5717'THENCE NORTH ON GERMAN SCHOOL RD. 0.65 MILE TO POINT NO. 83.
 GV5717'
 GV5717'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5717'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5717'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5717'ABOUT 8 INCHES BELOW GROUND.
 GV5717'
 GV5717'15.7 FEET N. E. OF C/L OF GERMAN SCHOOL RD., 29.5 FEET S. E. OF
 GV5717'C AND P POLE NO. 19, 53.8 FEET W. OF VEPCO POLE NO. SK60.
 GV5717'
 GV5717'NEAREST TOWN--RICHMOND.
 GV5717
 GV5717                          STATION RECOVERY (1995)
 GV5717
 GV5717'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5717'RECOVERED IN GOOD CONDITION.
 GV5717
 GV5717                          STATION RECOVERY (1999)
 GV5717
 GV5717'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5717'MARK NOT FOUND.
 GV5717
 GV5717                          STATION RECOVERY (2004)
 GV5717
 GV5717'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1381 ***********************************************************************
 FY1381  DESIGNATION -  834
 FY1381  PID         -  FY1381
 FY1381  STATE/COUNTY-  VA/HENRY
 FY1381  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1381
 FY1381                         *CURRENT SURVEY CONTROL
 FY1381  ___________________________________________________________________
 FY1381* NAD 83(1986)-  36 35 06.     (N)    079 51 41.     (W)     SCALED    
 FY1381* NAVD 88     -       253.906  (meters)     833.02   (feet)  ADJUSTED  
 FY1381  ___________________________________________________________________
 FY1381  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FY1381  DYNAMIC HT  -         253.686 (meters)     832.30  (feet)  COMP
 FY1381  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 FY1381
 FY1381  VERT ORDER  -  FIRST     CLASS II
 FY1381
 FY1381.The horizontal coordinates were scaled from a topographic map and have
 FY1381.an estimated accuracy of +/- 6 seconds.
 FY1381
 FY1381.The orthometric height was determined by differential leveling
 FY1381.and adjusted by the National Geodetic Survey in June 1991..
 FY1381
 FY1381.The geoid height was determined by GEOID03.
 FY1381
 FY1381.The dynamic height is computed by dividing the NAVD 88
 FY1381.geopotential number by the normal gravity value computed on the
 FY1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1381.degrees latitude (g = 980.6199 gals.).
 FY1381
 FY1381.The modeled gravity was interpolated from observed gravity values.
 FY1381
 FY1381;                    North         East    Units  Estimated Accuracy
 FY1381;SPC VA S     - 1,028,810.    3,378,170.      MT  (+/- 180 meters Scaled)
 FY1381
 FY1381                          SUPERSEDED SURVEY CONTROL
 FY1381
 FY1381  NGVD 29 (??/??/92)  254.103  (m)          833.67   (f) ADJ UNCH    1 2
 FY1381
 FY1381.Superseded values are not recommended for survey control.
 FY1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1381.See file dsdata.txt to determine how the superseded data were derived.
 FY1381
 FY1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA018494(NAD 83)
 FY1381_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1381_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1381
 FY1381  HISTORY     - Date     Condition        Report By
 FY1381  HISTORY     - UNK      MONUMENTED       USGS
 FY1381  HISTORY     - 1965     GOOD             NGS
 FY1381
 FY1381                          STATION DESCRIPTION
 FY1381
 FY1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1381'AT RIDGEWAY.
 FY1381'AT RIDGEWAY, ALONG THE NORFOLK AND WESTERN RAILWAY ABOUT 81 1/2
 FY1381'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION BUILDING,
 FY1381'88.0 FEET EAST OF AND ACROSS A BLACK TOPPED ROAD FROM THE EAST
 FY1381'RAIL OF THE MAIN TRACK, 61 FEET NORTHEAST OF THE NORTHEAST
 FY1381'EDGE OF THE OVERPASS CARRYING A BLACK TOPPED ROAD OVER THE TRACK,
 FY1381'20 FEET EAST OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 1.3
 FY1381'FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 FY1381'TRACK AND IS A 3 1/2 INCH CAP ON AN IRON PIPE PROJECTING 0.1 FOOT.
 FY1381'NOTE-- THE CAP HAS A HOLE ABOUT 2 INCHES DIRECTLY IN THE CENTER
 FY1381'HOWEVER THE PIPE IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0960 ***********************************************************************
 FX0960  DESIGNATION -  84
 FX0960  PID         -  FX0960
 FX0960  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0960  USGS QUAD   -  RAYNOR (1968)
 FX0960
 FX0960                         *CURRENT SURVEY CONTROL
 FX0960  ___________________________________________________________________
 FX0960* NAD 83(1986)-  36 54 57.     (N)    076 45 20.     (W)     SCALED    
 FX0960* NAVD 88     -        25.191  (meters)      82.65   (feet)  POSTED    
 FX0960  ___________________________________________________________________
 FX0960  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 FX0960  DYNAMIC HT  -          25.170 (meters)      82.58  (feet)  COMP
 FX0960  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 FX0960
 FX0960  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0960
 FX0960.The horizontal coordinates were scaled from a topographic map and have
 FX0960.an estimated accuracy of +/- 6 seconds.
 FX0960
 FX0960.The orthometric height was determined by differential leveling
 FX0960.and adjusted by the National Geodetic Survey in 1992..
 FX0960.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0960.rate of 0.0 thru 1.0 mm/km.
 FX0960
 FX0960.The geoid height was determined by GEOID03.
 FX0960
 FX0960.The dynamic height is computed by dividing the NAVD 88
 FX0960.geopotential number by the normal gravity value computed on the
 FX0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0960.degrees latitude (g = 980.6199 gals.).
 FX0960
 FX0960.The modeled gravity was interpolated from observed gravity values.
 FX0960
 FX0960;                    North         East    Units  Estimated Accuracy
 FX0960;SPC VA S     - 1,066,080.    3,655,430.      MT  (+/- 180 meters Scaled)
 FX0960
 FX0960                          SUPERSEDED SURVEY CONTROL
 FX0960
 FX0960  NGVD 29 (??/??/92)   25.588  (m)           83.95   (f) ADJ UNCH    2 0
 FX0960
 FX0960.Superseded values are not recommended for survey control.
 FX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0960.See file dsdata.txt to determine how the superseded data were derived.
 FX0960
 FX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF436869(NAD 83)
 FX0960_MARKER: DD = SURVEY DISK
 FX0960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0960_STAMPING: 84 1918
 FX0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0960
 FX0960  HISTORY     - Date     Condition        Report By
 FX0960  HISTORY     - 1918     MONUMENTED       USGS
 FX0960  HISTORY     - 1960     POOR             NGS
 FX0960  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0960
 FX0960                          STATION DESCRIPTION
 FX0960
 FX0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0960'0.9 MI NW FROM CENTRAL HILL.
 FX0960'0.9 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 637 (RACETRACK
 FX0960'ROAD) FROM JOYNERS STORE AT CENTRAL HILL, ISLE OF WIGHT COUNTY,
 FX0960'AT THE Y-JUNCTION OF SECONDARY STATE HIGHWAY 650 LEADING WEST,
 FX0960'IN THE POINT OF THE WYE, 26.4 FEET SOUTH OF THE CENTER LINE
 FX0960'OF SECONDARY STATE HIGHWAY 637, 17 FEET NORTH OF THE CENTER
 FX0960'LINE OF SECONDARY STATE HIGHWAY 650, 11.7 FEET EAST OF A
 FX0960'TRIANGULAR-BLAZED 20-INCH PINE TREE, 8 FEET WEST OF A
 FX0960'TRIANGULAR-BLAZED 8-INCH PINE TREE, AND ABOUT 3 FEET HIGHER
 FX0960'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FX0960'CAP, STAMPED 84 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 FX0960'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.  THIS MARK IS NOW
 FX0960'LEANING SLIGHTLY AND SHOULD BE USED WITH CARE.
 FX0960
 FX0960                          STATION RECOVERY (2002)
 FX0960
 FX0960'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0960'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5726 ***********************************************************************
 GV5726  DESIGNATION -  84 C OF R 1972
 GV5726  PID         -  GV5726
 GV5726  STATE/COUNTY-  VA/C OF RICHMOND
 GV5726  USGS QUAD   -  BON AIR (1994)
 GV5726
 GV5726                         *CURRENT SURVEY CONTROL
 GV5726  ___________________________________________________________________
 GV5726* NAD 83(1993)-  37 30 57.39772(N)    077 30 42.77209(W)     ADJUSTED  
 GV5726* NAVD 88     -        73.04   (+/-2cm)     239.6    (feet)  VERTCON   
 GV5726  ___________________________________________________________________
 GV5726  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5726  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5726
 GV5726  HORZ ORDER  -  SECOND
 GV5726  VERT ORDER  -  THIRD ? (See Below)
 GV5726
 GV5726.The horizontal coordinates were established by classical geodetic methods
 GV5726.and adjusted by the National Geodetic Survey in November 1994..
 GV5726
 GV5726.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5726.The vertical order pertains to the NGVD 29 superseded value.
 GV5726
 GV5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5726
 GV5726.The geoid height was determined by GEOID03.
 GV5726
 GV5726;                    North         East     Units Scale Factor Converg.
 GV5726;SPC VA S     - 1,131,697.853 3,587,350.196   MT  0.99994875   +0 35 59.0
 GV5726;SPC VA S     - 3,712,912.04 11,769,498.10   sFT  0.99994875   +0 35 59.0
 GV5726;UTM  18      - 4,155,074.723   278,003.316   MT  1.00020708   -1 31 49.1
 GV5726
 GV5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5726!SPC VA S     -   0.99999371  x   0.99994875  =   0.99994246
 GV5726!UTM  18      -   0.99999371  x   1.00020708  =   1.00020079
 GV5726
 GV5726                          SUPERSEDED SURVEY CONTROL
 GV5726
 GV5726  NAD 83(1986)-  37 30 57.40398(N)    077 30 42.78894(W) AD(       ) 2
 GV5726  NAD 27      -  37 30 56.87371(N)    077 30 43.84047(W) AD(       ) 2
 GV5726  NGVD 29 (07/19/86)   73.35   (m)          240.6    (f) LEVELING    3  
 GV5726
 GV5726.Superseded values are not recommended for survey control.
 GV5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5726.See file dsdata.txt to determine how the superseded data were derived.
 GV5726
 GV5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7800355075(NAD 83)
 GV5726_MARKER: Z = SEE DESCRIPTION
 GV5726_SETTING: 0 = UNSPECIFIED SETTING
 GV5726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5726
 GV5726  HISTORY     - Date     Condition        Report By
 GV5726  HISTORY     - 1972     MONUMENTED       VA2060
 GV5726  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 GV5726  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 GV5726  HISTORY     - 20040302 MARK NOT FOUND   USPSQD
 GV5726
 GV5726                          STATION DESCRIPTION
 GV5726
 GV5726'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5726'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5726'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.80 MILE TO
 GV5726'ROUTE 60, THENCE WEST ON ROUTE 60 0.95 MILE TO GERMAN SCHOOL RD.,
 GV5726'THENCE NORTH ON GERMAN SCHOOL RD. 0.85 MILE TO POINT NO. 84.
 GV5726'
 GV5726'STANDARD CITY OF RICHMOND BENCH MARK (BENCH MARK NO. 647).
 GV5726'
 GV5726'18.5 FEET S. E. OF C/L OF GLENWAY DR., 37.5 FEET S. W. OF C/L OF
 GV5726'GERMAN SCHOOL RD., 5.0 FEET N. OF VEPCO POLE NO. RL05.
 GV5726'
 GV5726'NEAREST TOWN--RICHMOND.
 GV5726
 GV5726                          STATION RECOVERY (1995)
 GV5726
 GV5726'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5726'MARK NOT FOUND.
 GV5726
 GV5726                          STATION RECOVERY (1999)
 GV5726
 GV5726'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5726'MARK NOT FOUND.
 GV5726
 GV5726                          STATION RECOVERY (2004)
 GV5726
 GV5726'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0853 ***********************************************************************
 GV0853  DESIGNATION -  84 USGS
 GV0853  PID         -  GV0853
 GV0853  STATE/COUNTY-  VA/KING AND QUEEN
 GV0853  USGS QUAD   -  SHACKLEFORDS (1986)
 GV0853
 GV0853                         *CURRENT SURVEY CONTROL
 GV0853  ___________________________________________________________________
 GV0853* NAD 83(1986)-  37 33 08.     (N)    076 43 52.     (W)     SCALED    
 GV0853* NAVD 88     -        25.288  (meters)      82.97   (feet)  ADJUSTED  
 GV0853  ___________________________________________________________________
 GV0853  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 GV0853  DYNAMIC HT  -          25.270 (meters)      82.91  (feet)  COMP
 GV0853  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 GV0853
 GV0853  VERT ORDER  -  SECOND    CLASS 0
 GV0853
 GV0853.The horizontal coordinates were scaled from a topographic map and have
 GV0853.an estimated accuracy of +/- 6 seconds.
 GV0853
 GV0853.The orthometric height was determined by differential leveling
 GV0853.and adjusted by the National Geodetic Survey in June 1991..
 GV0853
 GV0853.The geoid height was determined by GEOID03.
 GV0853
 GV0853.The dynamic height is computed by dividing the NAVD 88
 GV0853.geopotential number by the normal gravity value computed on the
 GV0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0853.degrees latitude (g = 980.6199 gals.).
 GV0853
 GV0853.The modeled gravity was interpolated from observed gravity values.
 GV0853
 GV0853;                    North         East    Units  Estimated Accuracy
 GV0853;SPC VA S     - 1,136,730.    3,656,290.      MT  (+/- 180 meters Scaled)
 GV0853
 GV0853                          SUPERSEDED SURVEY CONTROL
 GV0853
 GV0853  NGVD 29 (??/??/??)   25.680  (m)           84.25   (f) ADJUSTED    2 0
 GV0853
 GV0853.Superseded values are not recommended for survey control.
 GV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0853.See file dsdata.txt to determine how the superseded data were derived.
 GV0853
 GV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG470575(NAD 83)
 GV0853_MARKER: P = PIPE CAP
 GV0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0853_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0853_STAMPING: 84.252
 GV0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0853
 GV0853  HISTORY     - Date     Condition        Report By
 GV0853  HISTORY     - UNK      MONUMENTED       USGS
 GV0853  HISTORY     - 1961     GOOD             CGS
 GV0853  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0853  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0853  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV0853  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 GV0853
 GV0853                          STATION DESCRIPTION
 GV0853
 GV0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0853'AT CENTERVILLE.
 GV0853'AT CENTERVILLE (SHACKLEFORDS POST OFFICE), KING AND QUEEN COUNTY,
 GV0853'ON STATE HIGHWAY 33, AT THE Y-JUNCTION OF A ROAD LEADING WEST
 GV0853'TO CONNECT WITH STATE HIGHWAY 14, 70 YARDS NORTHEAST OF THE POST
 GV0853'OFFICE, 18 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 33,
 GV0853'AT THE DR. GRUBBS RESIDENCE IN 1942, AND AT THE SOUTHEAST CORNER
 GV0853'OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GV0853'STAMPED 84.252 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GV0853'NOTE-- IT IS IN THE EAST END OF A HEDGE ON OLD HIGHWAY 33 AND 13
 GV0853'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE NOW OWNED BY G.
 GV0853'HAGUE AND 70 YARDS NORTHEAST OF THE OLD POST OFFICE.
 GV0853
 GV0853                          STATION RECOVERY (1971)
 GV0853
 GV0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0853'MARK NOT FOUND.
 GV0853
 GV0853                          STATION RECOVERY (1978)
 GV0853
 GV0853'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0853'MARK NOT FOUND.
 GV0853
 GV0853                          STATION RECOVERY (2000)
 GV0853
 GV0853'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0853'MARK NOT FOUND.
 GV0853
 GV0853                          STATION RECOVERY (2004)
 GV0853
 GV0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5719 ***********************************************************************
 GV5719  DESIGNATION -  85 C OF R 1972
 GV5719  PID         -  GV5719
 GV5719  STATE/COUNTY-  VA/C OF RICHMOND
 GV5719  USGS QUAD   -  BON AIR (1994)
 GV5719
 GV5719                         *CURRENT SURVEY CONTROL
 GV5719  ___________________________________________________________________
 GV5719* NAD 83(1993)-  37 31 03.77869(N)    077 30 37.49531(W)     ADJUSTED  
 GV5719* NAVD 88     -        71.11   (+/-2cm)     233.3    (feet)  VERTCON   
 GV5719  ___________________________________________________________________
 GV5719  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 GV5719  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV5719
 GV5719  HORZ ORDER  -  SECOND
 GV5719  VERT ORDER  -  THIRD ? (See Below)
 GV5719
 GV5719.The horizontal coordinates were established by classical geodetic methods
 GV5719.and adjusted by the National Geodetic Survey in November 1994..
 GV5719
 GV5719.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5719.The vertical order pertains to the NGVD 29 superseded value.
 GV5719
 GV5719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5719
 GV5719.The geoid height was determined by GEOID03.
 GV5719
 GV5719;                    North         East     Units Scale Factor Converg.
 GV5719;SPC VA S     - 1,131,895.913 3,587,477.704   MT  0.99994883   +0 36 02.2
 GV5719;SPC VA S     - 3,713,561.84 11,769,916.43   sFT  0.99994883   +0 36 02.2
 GV5719;UTM  18      - 4,155,267.958   278,138.133   MT  1.00020635   -1 31 46.1
 GV5719
 GV5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5719!SPC VA S     -   0.99999401  x   0.99994883  =   0.99994284
 GV5719!UTM  18      -   0.99999401  x   1.00020635  =   1.00020036
 GV5719
 GV5719|---------------------------------------------------------------------|
 GV5719| PID    Reference Object                     Distance      Geod. Az  |
 GV5719|                                                           dddmmss.s |
 GV5719| GV5726 84 C OF R 1972                      235.567 METERS 21322     |
 GV5719| GV5725 140 C OF R 1972                     368.107 METERS 33947     |
 GV5719|---------------------------------------------------------------------|
 GV5719
 GV5719                          SUPERSEDED SURVEY CONTROL
 GV5719
 GV5719  NAD 83(1986)-  37 31 03.78488(N)    077 30 37.51223(W) AD(       ) 2
 GV5719  NAD 27      -  37 31 03.25490(N)    077 30 38.56397(W) AD(       ) 2
 GV5719  NGVD 29 (07/19/86)   71.42   (m)          234.3    (f) LEVELING    3  
 GV5719
 GV5719.Superseded values are not recommended for survey control.
 GV5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5719.See file dsdata.txt to determine how the superseded data were derived.
 GV5719
 GV5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7813855268(NAD 83)
 GV5719_MARKER: Z = SEE DESCRIPTION
 GV5719_SETTING: 0 = UNSPECIFIED SETTING
 GV5719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5719+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 GV5719
 GV5719  HISTORY     - Date     Condition        Report By
 GV5719  HISTORY     - 1972     MONUMENTED       VA2060
 GV5719  HISTORY     - 19951203 GOOD             USPSQD
 GV5719  HISTORY     - 19991209 GOOD             USPSQD
 GV5719  HISTORY     - 20040302 GOOD             USPSQD
 GV5719
 GV5719                          STATION DESCRIPTION
 GV5719
 GV5719'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5719'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5719'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 0.05 MILE TO
 GV5719'CLARENCE ST., THENCE WEST ON CLARENCE ST. 0.20 MILE TO JAHNKE RD.,
 GV5719'THENCE SOUTHWEST ON JAHNKE RD. 0.90 MILE TO BLAKEMORE RD., THENCE
 GV5719'SOUTH ON BLAKEMORE RD. 0.10 MILE TO POINT NO. 85.
 GV5719'
 GV5719'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5719'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5719'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5719'ABOUT 8 INCHES BELOW GROUND.
 GV5719'
 GV5719'41.1 FEET S. E. OF C/L OF BLAKEMORE RD., 37.8 FEET N. OF N. W.
 GV5719'CORNER OF BRICK APT. BLDG., 21.1 FEET N. E. OF VEPCO POLE NO.
 GV5719'SM07.
 GV5719'
 GV5719'NEAREST TOWN--RICHMOND.
 GV5719
 GV5719                          STATION RECOVERY (1995)
 GV5719
 GV5719'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5719'RECOVERED IN GOOD CONDITION.
 GV5719
 GV5719                          STATION RECOVERY (1999)
 GV5719
 GV5719'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5719'RECOVERED IN GOOD CONDITION.
 GV5719
 GV5719                          STATION RECOVERY (2004)
 GV5719
 GV5719'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5719'TOP COVER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0259 ***********************************************************************
 HW0259  DESIGNATION -  854
 HW0259  PID         -  HW0259
 HW0259  STATE/COUNTY-  VA/PAGE
 HW0259  USGS QUAD   -  LURAY (1994)
 HW0259
 HW0259                         *CURRENT SURVEY CONTROL
 HW0259  ___________________________________________________________________
 HW0259* NAD 83(1986)-  38 42 27.     (N)    078 29 58.     (W)     SCALED    
 HW0259* NAVD 88     -       260.225  (meters)     853.75   (feet)  ADJUSTED  
 HW0259  ___________________________________________________________________
 HW0259  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HW0259  DYNAMIC HT  -         260.048 (meters)     853.17  (feet)  COMP
 HW0259  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HW0259
 HW0259  VERT ORDER  -  SECOND    CLASS 0
 HW0259
 HW0259.The horizontal coordinates were scaled from a topographic map and have
 HW0259.an estimated accuracy of +/- 6 seconds.
 HW0259
 HW0259.The orthometric height was determined by differential leveling
 HW0259.and adjusted by the National Geodetic Survey in June 1991..
 HW0259
 HW0259.The geoid height was determined by GEOID03.
 HW0259
 HW0259.The dynamic height is computed by dividing the NAVD 88
 HW0259.geopotential number by the normal gravity value computed on the
 HW0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0259.degrees latitude (g = 980.6199 gals.).
 HW0259
 HW0259.The modeled gravity was interpolated from observed gravity values.
 HW0259
 HW0259;                    North         East    Units  Estimated Accuracy
 HW0259;SPC VA N     - 2,115,530.    3,500,050.      MT  (+/- 180 meters Scaled)
 HW0259
 HW0259                          SUPERSEDED SURVEY CONTROL
 HW0259
 HW0259  NGVD 29 (??/??/92)  260.394  (m)          854.31   (f) ADJ UNCH    2 0
 HW0259
 HW0259.Superseded values are not recommended for survey control.
 HW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0259.See file dsdata.txt to determine how the superseded data were derived.
 HW0259
 HW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC174872(NAD 83)
 HW0259_MARKER: N = NAIL
 HW0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0259_SP_SET: TREE
 HW0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0259
 HW0259  HISTORY     - Date     Condition        Report By
 HW0259  HISTORY     - UNK      MONUMENTED       USGS
 HW0259  HISTORY     - 1935     GOOD             NGS
 HW0259
 HW0259                          STATION DESCRIPTION
 HW0259
 HW0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0259'2.6 MI NW FROM LONGS SCHOOL.
 HW0259'2.6 MILES NORTHWEST ALONG COUNTY ROAD 615 FROM LONGS SCHOOL, PAGE
 HW0259'COUNTY, AT THE JUNCTION OF COUNTY ROAD 678 AND A PRIVATE FARM
 HW0259'ROAD, 10 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 678, AND AT
 HW0259'THE EAST ROOT OF A 12-INCH OAK TREE.  A UNITED STATES GEOLOGICAL
 HW0259'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0614 ***********************************************************************
 HW0614  DESIGNATION -  854
 HW0614  PID         -  HW0614
 HW0614  STATE/COUNTY-  VA/GREENE
 HW0614  USGS QUAD   -  FLETCHER (1979)
 HW0614
 HW0614                         *CURRENT SURVEY CONTROL
 HW0614  ___________________________________________________________________
 HW0614* NAD 83(1986)-  38 23 03.     (N)    078 25 32.     (W)     SCALED    
 HW0614* NAVD 88     -       260.551  (meters)     854.82   (feet)  ADJUSTED  
 HW0614  ___________________________________________________________________
 HW0614  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0614  DYNAMIC HT  -         260.366 (meters)     854.22  (feet)  COMP
 HW0614  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 HW0614
 HW0614  VERT ORDER  -  SECOND    CLASS 0
 HW0614
 HW0614.The horizontal coordinates were scaled from a topographic map and have
 HW0614.an estimated accuracy of +/- 6 seconds.
 HW0614
 HW0614.The orthometric height was determined by differential leveling
 HW0614.and adjusted by the National Geodetic Survey in June 1991..
 HW0614
 HW0614.The geoid height was determined by GEOID03.
 HW0614
 HW0614.The dynamic height is computed by dividing the NAVD 88
 HW0614.geopotential number by the normal gravity value computed on the
 HW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0614.degrees latitude (g = 980.6199 gals.).
 HW0614
 HW0614.The modeled gravity was interpolated from observed gravity values.
 HW0614
 HW0614;                    North         East    Units  Estimated Accuracy
 HW0614;SPC VA N     - 2,079,640.    3,506,500.      MT  (+/- 180 meters Scaled)
 HW0614
 HW0614                          SUPERSEDED SURVEY CONTROL
 HW0614
 HW0614  NGVD 29 (??/??/92)  260.736  (m)          855.43   (f) ADJ UNCH    2 0
 HW0614
 HW0614.Superseded values are not recommended for survey control.
 HW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0614.See file dsdata.txt to determine how the superseded data were derived.
 HW0614
 HW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC248515(NAD 83)
 HW0614_MARKER: Q = CHISELED SQUARE
 HW0614_SETTING: 80 = SET IN A BOULDER
 HW0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0614+STABILITY: SURFACE MOTION
 HW0614
 HW0614  HISTORY     - Date     Condition        Report By
 HW0614  HISTORY     - UNK      MONUMENTED       USGS
 HW0614  HISTORY     - 1935     GOOD             NGS
 HW0614
 HW0614                          STATION DESCRIPTION
 HW0614
 HW0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0614'1.1 MI N FROM KINDERHOOK.
 HW0614'ABOUT 1.1 MILES NORTH ALONG COUNTY ROAD 667 FROM THE POST
 HW0614'OFFICE AT KINDERHOOK, GREENE COUNTY, WEST OF AN OLD SLOUGH,
 HW0614'EAST OF THE ROAD, AND ON THE TOP OF AN EMBEDDED BOULDER.  A
 HW0614'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5590 ***********************************************************************
 GV5590  DESIGNATION -  86 C OF R 1972
 GV5590  PID         -  GV5590
 GV5590  STATE/COUNTY-  VA/C OF RICHMOND
 GV5590  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5590
 GV5590                         *CURRENT SURVEY CONTROL
 GV5590  ___________________________________________________________________
 GV5590* NAD 83(1993)-  37 28 13.48228(N)    077 29 07.99658(W)     ADJUSTED  
 GV5590* NAVD 88     -        62.85   (+/-2cm)     206.2    (feet)  VERTCON   
 GV5590  ___________________________________________________________________
 GV5590  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5590  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5590
 GV5590  HORZ ORDER  -  SECOND
 GV5590  VERT ORDER  -  THIRD ? (See Below)
 GV5590
 GV5590.The horizontal coordinates were established by classical geodetic methods
 GV5590.and adjusted by the National Geodetic Survey in September 1995..
 GV5590
 GV5590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5590.The vertical order pertains to the NGVD 29 superseded value.
 GV5590
 GV5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5590
 GV5590.The geoid height was determined by GEOID03.
 GV5590
 GV5590;                    North         East     Units Scale Factor Converg.
 GV5590;SPC VA S     - 1,126,669.629 3,589,731.686   MT  0.99994701   +0 36 56.5
 GV5590;SPC VA S     - 3,696,415.27 11,777,311.37   sFT  0.99994701   +0 36 56.5
 GV5590;UTM  18      - 4,149,960.196   280,196.903   MT  1.00019515   -1 30 45.7
 GV5590
 GV5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5590!SPC VA S     -   0.99999533  x   0.99994701  =   0.99994234
 GV5590!UTM  18      -   0.99999533  x   1.00019515  =   1.00019047
 GV5590
 GV5590:                Primary Azimuth Mark                     Grid Az
 GV5590:SPC VA S     -  7                                        094 26 12.3
 GV5590:UTM  18      -  7                                        096 33 54.5
 GV5590
 GV5590|---------------------------------------------------------------------|
 GV5590| PID    Reference Object                     Distance      Geod. Az  |
 GV5590|                                                           dddmmss.s |
 GV5590| GV5584 7                                   408.325 METERS 0950308.8 |
 GV5590| GV5605 87 C OF R 1972                      APPROX. 0.7 KM 2864630.0 |
 GV5590|---------------------------------------------------------------------|
 GV5590
 GV5590                          SUPERSEDED SURVEY CONTROL
 GV5590
 GV5590  NAD 83(1993)-  37 28 13.48225(N)    077 29 07.99647(W) AD(       ) 2
 GV5590  NAD 83(1986)-  37 28 13.48849(N)    077 29 08.01336(W) AD(       ) 2
 GV5590  NAD 27      -  37 28 12.95657(N)    077 29 09.06510(W) AD(       ) 2
 GV5590  NGVD 29 (07/19/86)   63.16   (m)          207.2    (f) LEVELING    3  
 GV5590
 GV5590.Superseded values are not recommended for survey control.
 GV5590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5590.See file dsdata.txt to determine how the superseded data were derived.
 GV5590
 GV5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8019749960(NAD 83)
 GV5590_MARKER: Z = SEE DESCRIPTION
 GV5590_SETTING: 0 = UNSPECIFIED SETTING
 GV5590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5590
 GV5590  HISTORY     - Date     Condition        Report By
 GV5590  HISTORY     - 1972     MONUMENTED       VA2060
 GV5590  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5590  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5590  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5590
 GV5590                          STATION DESCRIPTION
 GV5590
 GV5590'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5590'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED
 GV5590'ON U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5590'WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.40 MILES TO POINT
 GV5590'NO. 86.
 GV5590'
 GV5590'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5590'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5590'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5590'ABOUT 8 INCHES BELOW GROUND.
 GV5590'
 GV5590'16.7 FEET S. OF C/L OF WALMSLEY BLVD., 16.1 FEET E. OF VEPCO POLE
 GV5590'NO. II17, 76.7 FEET W. OF VEPCO POLE NO. II47, 76.5 FEET N. E. OF
 GV5590'VEPCO POLE NO. 118678.
 GV5590'
 GV5590'NEAREST TOWN--RICHMOND.
 GV5590
 GV5590                          STATION RECOVERY (1995)
 GV5590
 GV5590'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5590'MARK NOT FOUND.
 GV5590
 GV5590                          STATION RECOVERY (1999)
 GV5590
 GV5590'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5590'MARK NOT FOUND.
 GV5590
 GV5590                          STATION RECOVERY (2003)
 GV5590
 GV5590'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0810 ***********************************************************************
 GW0810  DESIGNATION -  86 CA
 GW0810  PID         -  GW0810
 GW0810  STATE/COUNTY-  VA/AMHERST
 GW0810  USGS QUAD   -  ARRINGTON (1984)
 GW0810
 GW0810                         *CURRENT SURVEY CONTROL
 GW0810  ___________________________________________________________________
 GW0810* NAD 83(1993)-  37 38 15.59295(N)    078 59 24.92998(W)     ADJUSTED  
 GW0810* NAVD 88     -       235.283  (meters)     771.92   (feet)  ADJUSTED  
 GW0810  ___________________________________________________________________
 GW0810  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 GW0810  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0810  DYNAMIC HT  -         235.110 (meters)     771.36  (feet)  COMP
 GW0810  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 GW0810
 GW0810  HORZ ORDER  -  SECOND
 GW0810  VERT ORDER  -  SECOND    CLASS 0
 GW0810
 GW0810.The horizontal coordinates were established by classical geodetic methods
 GW0810.and adjusted by the National Geodetic Survey in November 1994..
 GW0810
 GW0810.The orthometric height was determined by differential leveling
 GW0810.and adjusted by the National Geodetic Survey in June 1991..
 GW0810
 GW0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0810
 GW0810.The geoid height was determined by GEOID03.
 GW0810
 GW0810.The dynamic height is computed by dividing the NAVD 88
 GW0810.geopotential number by the normal gravity value computed on the
 GW0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0810.degrees latitude (g = 980.6199 gals.).
 GW0810
 GW0810.The modeled gravity was interpolated from observed gravity values.
 GW0810
 GW0810;                    North         East     Units Scale Factor Converg.
 GW0810;SPC VA S     - 1,144,862.029 3,456,730.480   MT  0.99995649   -0 17 51.2
 GW0810;SPC VA S     - 3,756,101.51 11,340,956.58   sFT  0.99995649   -0 17 51.2
 GW0810;UTM  17      - 4,167,513.996   677,323.908   MT  0.99998731   +1 13 39.4
 GW0810
 GW0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0810!SPC VA S     -   0.99996809  x   0.99995649  =   0.99992459
 GW0810!UTM  17      -   0.99996809  x   0.99998731  =   0.99995540
 GW0810
 GW0810                          SUPERSEDED SURVEY CONTROL
 GW0810
 GW0810  NAD 83(1986)-  37 38 15.59843(N)    078 59 24.93560(W) AD(       ) 2
 GW0810  NAD 27      -  37 38 15.08630(N)    078 59 25.84886(W) AD(       ) 2
 GW0810  NGVD 29 (??/??/92)  235.487  (m)          772.59   (f) ADJ UNCH    2 0
 GW0810
 GW0810.Superseded values are not recommended for survey control.
 GW0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0810.See file dsdata.txt to determine how the superseded data were derived.
 GW0810
 GW0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7732467514(NAD 83)
 GW0810_MARKER: DD = SURVEY DISK
 GW0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0810_STAMPING: 86 CA 773 1957
 GW0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0810+STABILITY: SURFACE MOTION
 GW0810
 GW0810  HISTORY     - Date     Condition        Report By
 GW0810  HISTORY     - 1965     MONUMENTED       CGS
 GW0810  HISTORY     - 1965     GOOD             NGS
 GW0810
 GW0810                          STATION DESCRIPTION
 GW0810
 GW0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0810'STATION PARK IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 GW0810'29, 5 MILES NORTHEAST OF AMHERST AND AT THE INTERSECTION
 GW0810'OF COUNTY ROAD 610 AND U.S. HIGHWAY 29.
 GW0810'
 GW0810'B.M. 86 CA 1957 (USGS) IS 86
 GW0810'FEET NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GW0810'29, 32 FEET SOUTHWEST OF A HARD SURFACE DRIVEWAY, 2.2 FEET
 GW0810'SOUTHEAST OF POWER LINE POLE NO. 997-97.  THE DISK IS
 GW0810'STAMPED 86 CA 1957 773 FEET AND SET IN A 6-INCH SQUARE CONCRETE
 GW0810'MONUMENT PROJECTING 3 INCHES.
 GW0810
 GW0810                          STATION RECOVERY (1965)
 GW0810
 GW0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0810'5 MI NE FROM AMHERST.
 GW0810'ABOUT 5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW0810'OFFICE IN AMHERST TO THE MARK SET IN THE TOP OF A CONRETE POST
 GW0810'PROJECTING 3-INCHES, 86 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GW0810'OF HIGHWAY, 32 FEET SOUTHWEST OF A HARD SURFACED DRIVEWAY, 2.2
 GW0810'FEET SOUTHEAST OF A POWER LINE POLE NO. 997-97 AND IS ABOUT 2
 GW0810'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- BM WAS USED AS RM 2
 GW0810'FOR STATION PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4258 ***********************************************************************
 FY4258  DESIGNATION -  86 SOUTH
 FY4258  PID         -  FY4258
 FY4258  STATE/COUNTY-  VA/C OF DANVILLE
 FY4258  USGS QUAD   -  DANVILLE (1984)
 FY4258
 FY4258                         *CURRENT SURVEY CONTROL
 FY4258  ___________________________________________________________________
 FY4258* NAD 83(1993)-  36 32 40.13009(N)    079 24 04.21987(W)     ADJUSTED  
 FY4258* NAVD 88     -       179.9    (meters)     590.     (feet)  VERTCON   
 FY4258  ___________________________________________________________________
 FY4258  X           -     943,635.956 (meters)                     COMP
 FY4258  Y           -  -5,042,844.723 (meters)                     COMP
 FY4258  Z           -   3,776,989.452 (meters)                     COMP
 FY4258  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 FY4258  ELLIP HEIGHT-         148.20  (meters)          (09/08/95) GPS OBS
 FY4258  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FY4258
 FY4258  HORZ ORDER  -  SECOND
 FY4258  ELLP ORDER  -  FOURTH    CLASS II
 FY4258
 FY4258.The horizontal coordinates were established by GPS observations
 FY4258.and adjusted by the National Geodetic Survey in September 1995..
 FY4258
 FY4258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4258
 FY4258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4258
 FY4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4258
 FY4258.The ellipsoidal height was determined by GPS observations
 FY4258.and is referenced to NAD 83.
 FY4258
 FY4258.The geoid height was determined by GEOID03.
 FY4258
 FY4258;                    North         East     Units Scale Factor Converg.
 FY4258;SPC VA S     - 1,023,817.347 3,419,306.568   MT  1.00004775   -0 32 49.0
 FY4258;SPC VA S     - 3,358,974.08 11,218,174.97   sFT  1.00004775   -0 32 49.0
 FY4258;SPC NC       -   310,093.192   573,675.852   MT  1.00012739   -0 13 53.6
 FY4258;SPC NC       - 1,017,364.08  1,882,134.86   sFT  1.00012739   -0 13 53.6
 FY4258;UTM  17      - 4,045,531.159   643,106.961   MT  0.99985232   +0 57 07.8
 FY4258
 FY4258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4258!SPC VA S     -   0.99997674  x   1.00004775  =   1.00002449
 FY4258!SPC NC       -   0.99997674  x   1.00012739  =   1.00010413
 FY4258!UTM  17      -   0.99997674  x   0.99985232  =   0.99982907
 FY4258
 FY4258:                Primary Azimuth Mark                     Grid Az
 FY4258:SPC VA S     -  STA 013 AZ MK 2                          012 57 43.0
 FY4258:SPC NC       -  STA 013 AZ MK 2                          012 38 47.6
 FY4258:UTM  17      -  STA 013 AZ MK 2                          011 27 46.2
 FY4258
 FY4258|---------------------------------------------------------------------|
 FY4258| PID    Reference Object                     Distance      Geod. Az  |
 FY4258|                                                           dddmmss.s |
 FY4258| FY4297 STA 013 AZ MK 2                     444.487 METERS 0122454.0 |
 FY4258|---------------------------------------------------------------------|
 FY4258
 FY4258                          SUPERSEDED SURVEY CONTROL
 FY4258
 FY4258  NAD 83(1986)-  36 32 40.13426(N)    079 24 04.22268(W) AD(       ) 2
 FY4258  NGVD 29 (03/09/92)  180.2    (m)          591.     (f) GPS OBS        
 FY4258
 FY4258.Superseded values are not recommended for survey control.
 FY4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4258.See file dsdata.txt to determine how the superseded data were derived.
 FY4258
 FY4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4310745531(NAD 83)
 FY4258_MARKER: DD = SURVEY DISK
 FY4258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4258_SP_SET: CONCRETE POST
 FY4258_STAMPING: 86 SOUTH 1987
 FY4258_MARK LOGO: NONE  
 FY4258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4258+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 FY4258
 FY4258  HISTORY     - Date     Condition        Report By
 FY4258  HISTORY     - 1987     MONUMENTED       RBNF
 FY4258  HISTORY     - 19910105 GOOD
 FY4258
 FY4258                          STATION DESCRIPTION
 FY4258
 FY4258'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4258'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, VIRGINIA,IN THE CITY
 FY4258'OF DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4258'DANVILLE, PROCEED SOUTH ALONG U.S.ROUTE 29 BUSINESS (WEST MAIN
 FY4258'STREET)1.40 KM (0.87 MI) TO THE INTERSECTION OF STATE ROUTE 86, AND
 FY4258'U.S. ROUTE 29 BUSINESS, THENCE 4.20 KM (2.61 MI) ALONG STATE ROUTE
 FY4258'86.  THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE OF STATE
 FY4258'ROUTE 86 AND STATE ROUTE 265.
 FY4258'THE STATION IS A STANDARD BRASS DISK SET IN CONCRETE APPROX. 0.05 M
 FY4258'(0.16 FT) BELOW THE GROUND SURFACE, STAMPED 86 SOUTH 1987. THE DISK
 FY4258'IS LOCATED ON THE SOUTHWEST SIDE OF THE INTERSECTION OF STATE ROUTE
 FY4258'86 AND STATE ROUTE 265, 2.44 M (8.01 FT) WEST OF THE WEST EDGE OF THE
 FY4258'SOUTHBOUND LANES OF STATE ROUTE 86, APPROX. 15.18 M (49.80 FT) EAST
 FY4258'OF A WIRE RIGHT-OF-WAY FENCE, AND APPROX. 85.95 M (281.99 FT) NORTH
 FY4258'OF A ROUTE 86 SOUTH SIGN.  A WITNESS POST IS LOCATED 1.07 M
 FY4258'(3.51 FT) WEST OF THE MONUMENT.
 FY4258
 FY4258                          STATION RECOVERY (1991)
 FY4258
 FY4258'RECOVERED 1991
 FY4258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1573 ***********************************************************************
 GW1573  DESIGNATION -  862 USGS
 GW1573  PID         -  GW1573
 GW1573  STATE/COUNTY-  VA/BOTETOURT
 GW1573  USGS QUAD   -  BUCHANAN (1985)
 GW1573
 GW1573                         *CURRENT SURVEY CONTROL
 GW1573  ___________________________________________________________________
 GW1573* NAD 83(1986)-  37 31 35.     (N)    079 40 50.     (W)     SCALED    
 GW1573* NAVD 88     -       262.443  (meters)     861.03   (feet)  ADJUSTED  
 GW1573  ___________________________________________________________________
 GW1573  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1573  DYNAMIC HT  -         262.235 (meters)     860.35  (feet)  COMP
 GW1573  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GW1573
 GW1573  VERT ORDER  -  FIRST     CLASS II
 GW1573
 GW1573.The horizontal coordinates were scaled from a topographic map and have
 GW1573.an estimated accuracy of +/- 6 seconds.
 GW1573
 GW1573.The orthometric height was determined by differential leveling
 GW1573.and adjusted by the National Geodetic Survey in June 1991..
 GW1573
 GW1573.The geoid height was determined by GEOID03.
 GW1573
 GW1573.The dynamic height is computed by dividing the NAVD 88
 GW1573.geopotential number by the normal gravity value computed on the
 GW1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1573.degrees latitude (g = 980.6199 gals.).
 GW1573
 GW1573.The modeled gravity was interpolated from observed gravity values.
 GW1573
 GW1573;                    North         East    Units  Estimated Accuracy
 GW1573;SPC VA S     - 1,133,050.    3,395,650.      MT  (+/- 180 meters Scaled)
 GW1573
 GW1573                          SUPERSEDED SURVEY CONTROL
 GW1573
 GW1573  NGVD 29 (??/??/92)  262.658  (m)          861.74   (f) ADJ UNCH    1 2
 GW1573
 GW1573.Superseded values are not recommended for survey control.
 GW1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1573.See file dsdata.txt to determine how the superseded data were derived.
 GW1573
 GW1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB165540(NAD 83)
 GW1573_MARKER: DD = SURVEY DISK
 GW1573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1573_STAMPING: 861.737
 GW1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1573
 GW1573  HISTORY     - Date     Condition        Report By
 GW1573  HISTORY     - UNK      MONUMENTED       USGS
 GW1573  HISTORY     - 1959     GOOD             NGS
 GW1573  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW1573  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 GW1573
 GW1573                          STATION DESCRIPTION
 GW1573
 GW1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1573'AT BUCHANAN.
 GW1573'AT BUCHANAN, ABOUT 0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 11
 GW1573'FROM THE SOUTH END OF CONCRETE BRIDGE OVER JAMES RIVER, 0.25 MILE
 GW1573'SOUTHWEST OF THE POST OFFICE, 27 FEET NORTHWEST OF THE NORTHWEST
 GW1573'CURB OF HIGHWAY, 11.1 FEET NORTHWEST OF THE SOUTH CORNER OF
 GW1573'BUCHANAN PRESBYTERIAN CHURCH, 1.6 FEET SOUTHWEST OF THE SOUTHWEST
 GW1573'WALL OF THE CHURCH, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 GW1573'PROJECTING 4 INCHES.
 GW1573
 GW1573                          STATION RECOVERY (1984)
 GW1573
 GW1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1573'NOT RECOVERED, NO SIGN OF THE RIVET COULD BE FOUND.
 GW1573
 GW1573                          STATION RECOVERY (1995)
 GW1573
 GW1573'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0614 ***********************************************************************
 FW0614  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0614  DESIGNATION -  863 0249 TIDAL 1 USE
 FW0614  PID         -  FW0614
 FW0614  STATE/COUNTY-  VA/ACCOMACK
 FW0614  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0614
 FW0614                         *CURRENT SURVEY CONTROL
 FW0614  ___________________________________________________________________
 FW0614* NAD 83(1986)-  37 55 54.     (N)    075 22 57.     (W)     SCALED    
 FW0614* NAVD 88     -         0.991  (meters)       3.25   (feet)  ADJUSTED  
 FW0614  ___________________________________________________________________
 FW0614  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0614  DYNAMIC HT  -           0.991 (meters)       3.25  (feet)  COMP
 FW0614  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 FW0614
 FW0614  VERT ORDER  -  SECOND    CLASS II
 FW0614
 FW0614.The horizontal coordinates were scaled from a topographic map and have
 FW0614.an estimated accuracy of +/- 6 seconds.
 FW0614
 FW0614.The orthometric height was determined by differential leveling
 FW0614.and adjusted by the National Geodetic Survey in June 1991..
 FW0614
 FW0614.This Tidal Bench Mark is designated as VM 3255
 FW0614.by the Center for Operational Oceanographic Products and Services.
 FW0614
 FW0614.This Tidal Bench Mark is designated as VM 11965
 FW0614.by the Center for Operational Oceanographic Products and Services.
 FW0614
 FW0614.The geoid height was determined by GEOID03.
 FW0614
 FW0614.The dynamic height is computed by dividing the NAVD 88
 FW0614.geopotential number by the normal gravity value computed on the
 FW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0614.degrees latitude (g = 980.6199 gals.).
 FW0614
 FW0614.The modeled gravity was interpolated from observed gravity values.
 FW0614
 FW0614;                    North         East    Units  Estimated Accuracy
 FW0614;SPC VA S     - 1,181,910.    3,774,020.      MT  (+/- 180 meters Scaled)
 FW0614
 FW0614                          SUPERSEDED SURVEY CONTROL
 FW0614
 FW0614  NGVD 29 (??/??/??)    1.246  (m)            4.09   (f) ADJUSTED    2 2
 FW0614
 FW0614.Superseded values are not recommended for survey control.
 FW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0614.See file dsdata.txt to determine how the superseded data were derived.
 FW0614
 FW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG663983(NAD 83)
 FW0614_MARKER: DJ = TIDAL STATION DISK
 FW0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0614_SP_SET: CONCRETE RETAINING WALL
 FW0614_STAMPING: TIDAL BM NO 1 1976 NORFOLK DISTRICT
 FW0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0614
 FW0614  HISTORY     - Date     Condition        Report By
 FW0614  HISTORY     - 1976     MONUMENTED       USE
 FW0614
 FW0614                          STATION DESCRIPTION
 FW0614
 FW0614'DESCRIBED BY US ENGINEERS 1976
 FW0614'0.3 MI SW FROM CHINCOTEAGUE.
 FW0614'FROM THE JUNCTION OF STATE HIGHWAY 175 AND MAIN STREET IN CHINCOTEAGUE
 FW0614'GO 0.3 MILES SOUTHWEST ALONG MAIN STREET TO THE US COAST GUARD STATION
 FW0614'THE BENCHMARK IS A STANDARD CORPS OF ENGINEERS DISC SET IN THE TOP OF
 FW0614'A CONCRETE RETAINING WALL ON THE NORTH SIDE OF THE BOAT RAMP, 1.8 FEET
 FW0614'FROM THE NORTHWEST END OF THE WALL, 0.2 FEET ABOVE GROUND LEVEL AT THE
 FW0614'END OF A WOODEN SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0136 ***********************************************************************
 FW0136  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0136  DESIGNATION -  863 0249 TIDAL 2
 FW0136  PID         -  FW0136
 FW0136  STATE/COUNTY-  VA/ACCOMACK
 FW0136  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0136
 FW0136                         *CURRENT SURVEY CONTROL
 FW0136  ___________________________________________________________________
 FW0136* NAD 83(1986)-  37 55 53.     (N)    075 22 55.     (W)     SCALED    
 FW0136* NAVD 88     -         1.031  (meters)       3.38   (feet)  ADJUSTED  
 FW0136  ___________________________________________________________________
 FW0136  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0136  DYNAMIC HT  -           1.030 (meters)       3.38  (feet)  COMP
 FW0136  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 FW0136
 FW0136  VERT ORDER  -  FIRST     CLASS I
 FW0136
 FW0136.The horizontal coordinates were scaled from a topographic map and have
 FW0136.an estimated accuracy of +/- 6 seconds.
 FW0136
 FW0136.The orthometric height was determined by differential leveling
 FW0136.and adjusted by the National Geodetic Survey in June 1991..
 FW0136
 FW0136.This Tidal Bench Mark is designated as VM 3253
 FW0136.by the Center for Operational Oceanographic Products and Services.
 FW0136
 FW0136.The geoid height was determined by GEOID03.
 FW0136
 FW0136.The dynamic height is computed by dividing the NAVD 88
 FW0136.geopotential number by the normal gravity value computed on the
 FW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0136.degrees latitude (g = 980.6199 gals.).
 FW0136
 FW0136.The modeled gravity was interpolated from observed gravity values.
 FW0136
 FW0136;                    North         East    Units  Estimated Accuracy
 FW0136;SPC VA S     - 1,181,880.    3,774,070.      MT  (+/- 180 meters Scaled)
 FW0136
 FW0136                          SUPERSEDED SURVEY CONTROL
 FW0136
 FW0136  NGVD 29 (??/??/??)    1.286  (m)            4.22   (f) ADJUSTED    1 1
 FW0136
 FW0136.Superseded values are not recommended for survey control.
 FW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0136.See file dsdata.txt to determine how the superseded data were derived.
 FW0136
 FW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG664982(NAD 83)
 FW0136_MARKER: DJ = TIDAL STATION DISK
 FW0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0136_SP_SET: FLAGPOLE BASE
 FW0136_STAMPING: NO 2 1962
 FW0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0136
 FW0136  HISTORY     - Date     Condition        Report By
 FW0136  HISTORY     - 1962     MONUMENTED       CGS
 FW0136  HISTORY     - 1963     GOOD             CGS
 FW0136  HISTORY     - 1976     GOOD             USE
 FW0136
 FW0136                          STATION DESCRIPTION
 FW0136
 FW0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0136'0.3 MI SW FROM CHINCOTEAGUE.
 FW0136'0.3 MILE SOUTHWEST ALONG MAIN STREET FROM THE JUNCTION OF STATE
 FW0136'HIGHWAY 175 AT CHINCOTEAGUE, 200 FEET NORTHWEST OF CENTER LINE
 FW0136'OF STREET, WITHIN THE U.S. COAST GUARD BASE, SET ON TOP OF THE
 FW0136'WEST CORNER OF CONCRETE BASE FOR FLAGPOLE, 16 FEET NORTHEAST OF
 FW0136'CENTER LINE OF DRIVEWAY, AND ABOUT 3 INCHES ABOVE LEVEL OF GROUND.
 FW0136
 FW0136                          STATION RECOVERY (1976)
 FW0136
 FW0136'RECOVERY NOTE BY US ENGINEERS 1976
 FW0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0135 ***********************************************************************
 FW0135  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0135  DESIGNATION -  863 0249 TIDAL 3
 FW0135  PID         -  FW0135
 FW0135  STATE/COUNTY-  VA/ACCOMACK
 FW0135  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0135
 FW0135                         *CURRENT SURVEY CONTROL
 FW0135  ___________________________________________________________________
 FW0135* NAD 83(1986)-  37 55 50.     (N)    075 22 53.     (W)     SCALED    
 FW0135* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 FW0135  ___________________________________________________________________
 FW0135  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0135  DYNAMIC HT  -           1.206 (meters)       3.96  (feet)  COMP
 FW0135  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 FW0135
 FW0135  VERT ORDER  -  FIRST     CLASS I
 FW0135
 FW0135.The horizontal coordinates were scaled from a topographic map and have
 FW0135.an estimated accuracy of +/- 6 seconds.
 FW0135
 FW0135.The orthometric height was determined by differential leveling
 FW0135.and adjusted by the National Geodetic Survey in June 1991..
 FW0135
 FW0135.This Tidal Bench Mark is designated as VM 3254
 FW0135.by the Center for Operational Oceanographic Products and Services.
 FW0135
 FW0135.The geoid height was determined by GEOID03.
 FW0135
 FW0135.The dynamic height is computed by dividing the NAVD 88
 FW0135.geopotential number by the normal gravity value computed on the
 FW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0135.degrees latitude (g = 980.6199 gals.).
 FW0135
 FW0135.The modeled gravity was interpolated from observed gravity values.
 FW0135
 FW0135;                    North         East    Units  Estimated Accuracy
 FW0135;SPC VA S     - 1,181,790.    3,774,120.      MT  (+/- 180 meters Scaled)
 FW0135
 FW0135                          SUPERSEDED SURVEY CONTROL
 FW0135
 FW0135  NGVD 29 (??/??/??)    1.454  (m)            4.77   (f) ADJUSTED    1 1
 FW0135
 FW0135.Superseded values are not recommended for survey control.
 FW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0135.See file dsdata.txt to determine how the superseded data were derived.
 FW0135
 FW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG664981(NAD 83)
 FW0135_MARKER: DJ = TIDAL STATION DISK
 FW0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0135_SP_SET: BUILDING
 FW0135_STAMPING: NO 3 1962
 FW0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0135
 FW0135  HISTORY     - Date     Condition        Report By
 FW0135  HISTORY     - 1962     MONUMENTED       CGS
 FW0135  HISTORY     - 1963     GOOD             CGS
 FW0135  HISTORY     - 1976     GOOD             USE
 FW0135
 FW0135                          STATION DESCRIPTION
 FW0135
 FW0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0135'0.3 MI SW FROM CHINCOTEAGUE.
 FW0135'0.3 MILE SOUTHWEST ALONG MAIN STREET FROM THE JUNCTION OF STATE
 FW0135'HIGHWAY 175 AT CHINCOTEAGUE, SET ON TOP OF WEST CORNER OF CONCRETE
 FW0135'PORCH AT CONANT BROTHERS HARDWARE STORE, 27 FEET NORTHWEST OF
 FW0135'CENTER LINE OF STREET, 11 FEET NORTHEAST OF CENTER LINE OF
 FW0135'DRIVEWAY LEADING NORTHWEST TO U.S. COAST GUARD BASE, 1.3 FEET
 FW0135'SOUTHEAST OF SOUTH CORNER OF BUILDING, AND 1 FOOT ABOVE LEVEL
 FW0135'OF STREET.
 FW0135
 FW0135                          STATION RECOVERY (1976)
 FW0135
 FW0135'RECOVERY NOTE BY US ENGINEERS 1976
 FW0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0613 ***********************************************************************
 FW0613  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0613  DESIGNATION -  863 0249 TIDAL 4 USE
 FW0613  PID         -  FW0613
 FW0613  STATE/COUNTY-  VA/ACCOMACK
 FW0613  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0613
 FW0613                         *CURRENT SURVEY CONTROL
 FW0613  ___________________________________________________________________
 FW0613* NAD 83(1986)-  37 55 50.     (N)    075 22 54.     (W)     SCALED    
 FW0613* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 FW0613  ___________________________________________________________________
 FW0613  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0613  DYNAMIC HT  -           0.933 (meters)       3.06  (feet)  COMP
 FW0613  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 FW0613
 FW0613  VERT ORDER  -  SECOND    CLASS II
 FW0613
 FW0613.The horizontal coordinates were scaled from a topographic map and have
 FW0613.an estimated accuracy of +/- 6 seconds.
 FW0613
 FW0613.The orthometric height was determined by differential leveling
 FW0613.and adjusted by the National Geodetic Survey in June 1991..
 FW0613
 FW0613.This Tidal Bench Mark is designated as VM 3256
 FW0613.by the Center for Operational Oceanographic Products and Services.
 FW0613
 FW0613.The geoid height was determined by GEOID03.
 FW0613
 FW0613.The dynamic height is computed by dividing the NAVD 88
 FW0613.geopotential number by the normal gravity value computed on the
 FW0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0613.degrees latitude (g = 980.6199 gals.).
 FW0613
 FW0613.The modeled gravity was interpolated from observed gravity values.
 FW0613
 FW0613;                    North         East    Units  Estimated Accuracy
 FW0613;SPC VA S     - 1,181,790.    3,774,100.      MT  (+/- 180 meters Scaled)
 FW0613
 FW0613                          SUPERSEDED SURVEY CONTROL
 FW0613
 FW0613  NGVD 29 (??/??/??)    1.188  (m)            3.90   (f) ADJUSTED    2 2
 FW0613
 FW0613.Superseded values are not recommended for survey control.
 FW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0613.See file dsdata.txt to determine how the superseded data were derived.
 FW0613
 FW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG664981(NAD 83)
 FW0613_MARKER: DJ = TIDAL STATION DISK
 FW0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0613_SP_SET: CONCRETE POST
 FW0613_STAMPING: TIDAL BM NO 4 1976 NORFOLK DISTRICT
 FW0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0613+STABILITY: SURFACE MOTION
 FW0613
 FW0613  HISTORY     - Date     Condition        Report By
 FW0613  HISTORY     - 1976     MONUMENTED       USE
 FW0613
 FW0613                          STATION DESCRIPTION
 FW0613
 FW0613'DESCRIBED BY US ENGINEERS 1976
 FW0613'0.35 MI SW FROM CHINCOTEAGUE.
 FW0613'FROM THE JUNCTION OF STATE HIGHWAY 175 AND MAIN STREET IN CHINCOTEAGUE
 FW0613'GO 0.35 MILES SOUTHWEST ALONG MAINSTREET TO THE COAST GUARD STATION
 FW0613'EXIT DRIVEWAY, 37.5 FEET NORTHWEST OF CENTERLINE OF MAIN STREET, 10.3
 FW0613'FEET SOUTHWEST OF CENTERLINE OF EXIT DRIVEWAY, 31.5 FEET SOUTHWEST OF
 FW0613'TELEPHONE POLE NO 1AH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0521 ***********************************************************************
 FW0521  DESIGNATION -  863 0409 A TIDAL
 FW0521  PID         -  FW0521
 FW0521  STATE/COUNTY-  VA/ACCOMACK
 FW0521  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0521
 FW0521                         *CURRENT SURVEY CONTROL
 FW0521  ___________________________________________________________________
 FW0521* NAD 83(1986)-  37 55 23.     (N)    075 19 12.     (W)     SCALED    
 FW0521* NAVD 88     -         2.695  (meters)       8.84   (feet)  ADJUSTED  
 FW0521  ___________________________________________________________________
 FW0521  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 FW0521  DYNAMIC HT  -           2.693 (meters)       8.84  (feet)  COMP
 FW0521  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 FW0521
 FW0521  VERT ORDER  -  SECOND    CLASS I
 FW0521
 FW0521.The horizontal coordinates were scaled from a topographic map and have
 FW0521.an estimated accuracy of +/- 6 seconds.
 FW0521
 FW0521.The orthometric height was determined by differential leveling
 FW0521.and adjusted by the National Geodetic Survey in June 1991..
 FW0521
 FW0521.The geoid height was determined by GEOID03.
 FW0521
 FW0521.The dynamic height is computed by dividing the NAVD 88
 FW0521.geopotential number by the normal gravity value computed on the
 FW0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0521.degrees latitude (g = 980.6199 gals.).
 FW0521
 FW0521.The modeled gravity was interpolated from observed gravity values.
 FW0521
 FW0521;                    North         East    Units  Estimated Accuracy
 FW0521;SPC VA S     - 1,181,130.    3,779,540.      MT  (+/- 180 meters Scaled)
 FW0521
 FW0521                          SUPERSEDED SURVEY CONTROL
 FW0521
 FW0521  NGVD 29 (??/??/??)    2.941  (m)            9.65   (f) ADJUSTED    2 1
 FW0521
 FW0521.Superseded values are not recommended for survey control.
 FW0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0521.See file dsdata.txt to determine how the superseded data were derived.
 FW0521
 FW0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG718973(NAD 83)
 FW0521_MARKER: DJ = TIDAL STATION DISK
 FW0521_SETTING: 0 = UNSPECIFIED SETTING
 FW0521_STAMPING: 0409 A 1977
 FW0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0521
 FW0521  HISTORY     - Date     Condition        Report By
 FW0521  HISTORY     - 1977     MONUMENTED       NOS
 FW0521  HISTORY     - 1977     GOOD             NGS
 FW0521  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 FW0521
 FW0521                          STATION DESCRIPTION
 FW0521
 FW0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0521'ON ASSATEAGUE ISLAND.
 FW0521'2.2 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE SERVICE
 FW0521'MAINTENANCE YARD ON ASSATEAGUE ISLAND, THENCE 0.3 MILE EAST ALONG A
 FW0521'SAND ROAD, 81 FEET SOUTH OF THE CENTER OF THE ROAD, 43 FEET EAST OF A
 FW0521'WILDLIFE RUFUGE SIGN, 220 FEET WEST OF THE TIDE GAUGE HOUSE, AND SET
 FW0521'BETWEEN 2 SAND DUNES.
 FW0521
 FW0521                          STATION RECOVERY (2003)
 FW0521
 FW0521'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0522 ***********************************************************************
 FW0522  DESIGNATION -  863 0409 B TIDAL
 FW0522  PID         -  FW0522
 FW0522  STATE/COUNTY-  VA/ACCOMACK
 FW0522  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0522
 FW0522                         *CURRENT SURVEY CONTROL
 FW0522  ___________________________________________________________________
 FW0522* NAD 83(1986)-  37 55 25.     (N)    075 19 12.     (W)     SCALED    
 FW0522* NAVD 88     -         1.674  (meters)       5.49   (feet)  ADJUSTED  
 FW0522  ___________________________________________________________________
 FW0522  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 FW0522  DYNAMIC HT  -           1.673 (meters)       5.49  (feet)  COMP
 FW0522  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 FW0522
 FW0522  VERT ORDER  -  SECOND    CLASS I
 FW0522
 FW0522.The horizontal coordinates were scaled from a topographic map and have
 FW0522.an estimated accuracy of +/- 6 seconds.
 FW0522
 FW0522.The orthometric height was determined by differential leveling
 FW0522.and adjusted by the National Geodetic Survey in June 1991..
 FW0522
 FW0522.The geoid height was determined by GEOID03.
 FW0522
 FW0522.The dynamic height is computed by dividing the NAVD 88
 FW0522.geopotential number by the normal gravity value computed on the
 FW0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0522.degrees latitude (g = 980.6199 gals.).
 FW0522
 FW0522.The modeled gravity was interpolated from observed gravity values.
 FW0522
 FW0522;                    North         East    Units  Estimated Accuracy
 FW0522;SPC VA S     - 1,181,200.    3,779,540.      MT  (+/- 180 meters Scaled)
 FW0522
 FW0522                          SUPERSEDED SURVEY CONTROL
 FW0522
 FW0522  NGVD 29 (??/??/??)    1.920  (m)            6.30   (f) ADJUSTED    2 1
 FW0522
 FW0522.Superseded values are not recommended for survey control.
 FW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0522.See file dsdata.txt to determine how the superseded data were derived.
 FW0522
 FW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG718973(NAD 83)
 FW0522_MARKER: DJ = TIDAL STATION DISK
 FW0522_SETTING: 0 = UNSPECIFIED SETTING
 FW0522_STAMPING: 0409 B 1977
 FW0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0522
 FW0522  HISTORY     - Date     Condition        Report By
 FW0522  HISTORY     - 1977     MONUMENTED       NOS
 FW0522  HISTORY     - 1977     GOOD             NGS
 FW0522  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 FW0522
 FW0522                          STATION DESCRIPTION
 FW0522
 FW0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0522'ON ASSATEAGUE ISLAND.
 FW0522'2.2 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE SERVICE
 FW0522'MAINTENANCE YARD ON ASSATEAGUE ISLAND, THENCE 0.3 MILES EAST ALONG A
 FW0522'SAND ROAD, 108 FEET NORTHEAST OF THE CENTER OF THE ROAD, 130 FEET WEST
 FW0522'OF A CUT IN A SAND DUNE LEADING EAST TO THE BEACH.
 FW0522
 FW0522                          STATION RECOVERY (2003)
 FW0522
 FW0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4586 ***********************************************************************
 AJ4586  FBN         -  This is a Federal Base Network Control Station.
 AJ4586  DESIGNATION -  863 1044 J TIDAL
 AJ4586  PID         -  AJ4586
 AJ4586  STATE/COUNTY-  VA/ACCOMACK
 AJ4586  USGS QUAD   -  WACHAPREAGUE (1974)
 AJ4586
 AJ4586                         *CURRENT SURVEY CONTROL
 AJ4586  ___________________________________________________________________
 AJ4586* NAD 83(1993)-  37 36 23.33106(N)    075 41 14.87177(W)     ADJUSTED  
 AJ4586* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 AJ4586  ___________________________________________________________________
 AJ4586  X           -   1,250,683.441 (meters)                     COMP
 AJ4586  Y           -  -4,902,145.276 (meters)                     COMP
 AJ4586  Z           -   3,870,911.729 (meters)                     COMP
 AJ4586  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AJ4586  ELLIP HEIGHT-         -35.41  (meters)          (07/14/04) GPS OBS
 AJ4586  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 AJ4586
 AJ4586  HORZ ORDER  -  A
 AJ4586  ELLP ORDER  -  THIRD     CLASS II
 AJ4586
 AJ4586.The horizontal coordinates were established by GPS observations
 AJ4586.and adjusted by the National Geodetic Survey in July 2004..
 AJ4586
 AJ4586.The orthometric height was determined by GPS observations and a
 AJ4586.high-resolution geoid model.
 AJ4586
 AJ4586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4586
 AJ4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4586
 AJ4586.The ellipsoidal height was determined by GPS observations
 AJ4586.and is referenced to NAD 83.
 AJ4586
 AJ4586.The geoid height was determined by GEOID03.
 AJ4586
 AJ4586;                    North         East     Units Scale Factor Converg.
 AJ4586;SPC VA S     - 1,144,987.765 3,748,297.984   MT  0.99995407   +1 42 25.2
 AJ4586;SPC VA S     - 3,756,514.03 12,297,540.97   sFT  0.99995407   +1 42 25.2
 AJ4586;UTM  18      - 4,162,376.865   439,320.989   MT  0.99964535   -0 25 10.3
 AJ4586
 AJ4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4586!SPC VA S     -   1.00000556  x   0.99995407  =   0.99995963
 AJ4586!UTM  18      -   1.00000556  x   0.99964535  =   0.99965090
 AJ4586
 AJ4586                          SUPERSEDED SURVEY CONTROL
 AJ4586
 AJ4586  NAD 83(1993)-  37 36 23.33120(N)    075 41 14.87207(W) AD(       ) A
 AJ4586  ELLIP H (08/14/01)  -35.41   (m)                       GP(       ) 4 1
 AJ4586
 AJ4586.Superseded values are not recommended for survey control.
 AJ4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4586.See file dsdata.txt to determine how the superseded data were derived.
 AJ4586
 AJ4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3932162377(NAD 83)
 AJ4586_MARKER: I = METAL ROD
 AJ4586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4586_STAMPING: 1044 J 1997
 AJ4586_MARK LOGO: NOS   
 AJ4586_PROJECTION: FLUSH
 AJ4586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4586+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4586_ROD/PIPE-DEPTH: 20   meters
 AJ4586
 AJ4586  HISTORY     - Date     Condition        Report By
 AJ4586  HISTORY     - 1997     MONUMENTED       NOS
 AJ4586
 AJ4586                          STATION DESCRIPTION
 AJ4586
 AJ4586'DESCRIBED BY NATIONAL OCEAN SERVICE 1997
 AJ4586'RECOVERED BY NATIONAL GEODETIC SURVEY IN GOOD CONDITION, NEW
 AJ4586'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN WACHAPREAGUE AT THE
 AJ4586'JUNCTION OF ATLANTIC STREET AND CURTIS STREET (COUNTY ROAD 1709) ALONG
 AJ4586'THE EAST SIDE OF ALANTIC STREET NORTHEAST OF A POWER POLE WITH TWO
 AJ4586'TRANSFORMERS.  OWNERSHIP--VIRGINIA DEPARTMENT OF TRANSPORTATION. TO
 AJ4586'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 13 AND STATE ROUTE
 AJ4586'180 ON THE NORTH SIDE OF KELLER, GO EAST ON ROUTE 180 FOR 7.1 KM (4.40
 AJ4586'MI) TO ITS END AT THE T JUNCTION OF ATLANTIC STREET (COUNTY ROAD 1701)
 AJ4586'IN WACHAPREAGUE, TURN LEFT, NORTHEAST ON ATLANTIC STREET FOR 0.32 KM
 AJ4586'(0.20 MI) TO THE JUNCTION OF CURTIS STREET (COUNTY ROAD 1709) ON THE
 AJ4586'LEFT AND THE STATION ON THE RIGHT.  THE STATION IS AN NOS VERTICAL
 AJ4586'CONTROL TIDAL STATION MARK, THE STATION IS A PUNCH MARK ON TOP OF A
 AJ4586'STAINLESS STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH A NOS LOGO CAP
 AJ4586'ABOUT FLUSH WITH THE GROUND AND ABOUT 0.19 M (0.62 FT) ABOVE ATLANTIC
 AJ4586'STREET.  LOCATED 8.23 M (27.00 FT) EAST OF THE CENTER OF ATLANTIC
 AJ4586'STREET, 7.32 M (24.02 FT) NORTH OF THE EXTENDED CENTER LINE OF CURTIS
 AJ4586'STREET, 4.82 M (15.81 FT) SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD
 AJ4586'CONCRETE BUILDING FOUNDATION, 2.14 M (7.02 FT) NORTHEAST OF A POWER
 AJ4586'POLE NUMBERED 44119-65535 WITH TWO TRANSFORMERS AND A NOS METAL
 AJ4586'WITNESS POST SIGN ATTACHED AND 1.28 M (4.20 FT) WEST OF THE WEST FACE
 AJ4586'OF THE OLD CONCRETE BUILDING FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4587 ***********************************************************************
 AJ4587  FBN         -  This is a Federal Base Network Control Station.
 AJ4587  DESIGNATION -  863 1044 K TIDAL
 AJ4587  PID         -  AJ4587
 AJ4587  STATE/COUNTY-  VA/ACCOMACK
 AJ4587  USGS QUAD   -  WACHAPREAGUE (1974)
 AJ4587
 AJ4587                         *CURRENT SURVEY CONTROL
 AJ4587  ___________________________________________________________________
 AJ4587* NAD 83(1993)-  37 36 14.13301(N)    075 41 18.27091(W)     ADJUSTED  
 AJ4587* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AJ4587  ___________________________________________________________________
 AJ4587  X           -   1,250,645.466 (meters)                     COMP
 AJ4587  Y           -  -4,902,333.697 (meters)                     COMP
 AJ4587  Z           -   3,870,687.180 (meters)                     COMP
 AJ4587  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AJ4587  ELLIP HEIGHT-         -35.23  (meters)          (07/14/04) GPS OBS
 AJ4587  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 AJ4587
 AJ4587  HORZ ORDER  -  A
 AJ4587  ELLP ORDER  -  THIRD     CLASS II
 AJ4587
 AJ4587.The horizontal coordinates were established by GPS observations
 AJ4587.and adjusted by the National Geodetic Survey in July 2004..
 AJ4587
 AJ4587.The orthometric height was determined by GPS observations and a
 AJ4587.high-resolution geoid model.
 AJ4587
 AJ4587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4587
 AJ4587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4587
 AJ4587.The ellipsoidal height was determined by GPS observations
 AJ4587.and is referenced to NAD 83.
 AJ4587
 AJ4587.The geoid height was determined by GEOID03.
 AJ4587
 AJ4587;                    North         East     Units Scale Factor Converg.
 AJ4587;SPC VA S     - 1,144,701.842 3,748,223.095   MT  0.99995389   +1 42 23.1
 AJ4587;SPC VA S     - 3,755,575.96 12,297,295.27   sFT  0.99995389   +1 42 23.1
 AJ4587;UTM  18      - 4,162,094.005   439,235.569   MT  0.99964548   -0 25 12.3
 AJ4587
 AJ4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4587!SPC VA S     -   1.00000553  x   0.99995389  =   0.99995942
 AJ4587!UTM  18      -   1.00000553  x   0.99964548  =   0.99965101
 AJ4587
 AJ4587                          SUPERSEDED SURVEY CONTROL
 AJ4587
 AJ4587  NAD 83(1993)-  37 36 14.13315(N)    075 41 18.27121(W) AD(       ) A
 AJ4587  ELLIP H (08/14/01)  -35.23   (m)                       GP(       ) 4 1
 AJ4587
 AJ4587.Superseded values are not recommended for survey control.
 AJ4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4587.See file dsdata.txt to determine how the superseded data were derived.
 AJ4587
 AJ4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3923662094(NAD 83)
 AJ4587_MARKER: I = METAL ROD
 AJ4587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4587_STAMPING: 1044 K 1998
 AJ4587_MARK LOGO: NOS   
 AJ4587_PROJECTION: FLUSH
 AJ4587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4587+STABILITY: POSITION/ELEVATION WELL
 AJ4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4587+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ4587_ROD/PIPE-DEPTH: 20   meters
 AJ4587_SLEEVE-DEPTH  : 1 meters
 AJ4587
 AJ4587  HISTORY     - Date     Condition        Report By
 AJ4587  HISTORY     - 1998     MONUMENTED       NOS
 AJ4587
 AJ4587                          STATION DESCRIPTION
 AJ4587
 AJ4587'DESCRIBED BY NATIONAL OCEAN SERVICE 1998
 AJ4587'THE STATION IS LOCATED IN WACHAPREAGUE AT THE JUNCTION OF MAIN STREET
 AJ4587'(STATE HIGHWAY 180) AND ATLANTIC AVENUE WEST OF A SIGN (PORT OF
 AJ4587'WACHAPREAGUE) .  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AJ4587'13 AND STATE HIGHWAY 180 ON THE NORTH SIDE OF KELLER, GO EAST ON
 AJ4587'HIGHWAY 180 FOR 7.1 KM (4.40 MI) TO ITS END AT THE JUNCTION OF
 AJ4587'ATLANTIC STREET IN WACHAPREAGUE AND THE STATION ON THE RIGHT IN A
 AJ4587'GRASSY AREA WEST OF THE CITY SIGN.  THE STATION IS A PUNCH MARK ON THE
 AJ4587'TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A
 AJ4587'13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH
 AJ4587'THE GROUND, LOCATED 16.91 M (55.48 FT) WEST OF THE WEST CURB OF
 AJ4587'ATLANTIC STREET, 13.14 M (43.11 FT) WEST OF POWER POLE 21-A, 5.55 M
 AJ4587'(18.21 FT) SOUTH OF THE SOUTH CURB OF MAIN STREET (HIGHWAY 180) , 4.27
 AJ4587'M (14.01 FT) WEST OF THE SOUTH WOODEN LEG OF THE CITY SIGN AND 0.39 M
 AJ4587'(1.28 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4588 ***********************************************************************
 AJ4588  FBN         -  This is a Federal Base Network Control Station.
 AJ4588  DESIGNATION -  863 2200 B TIDAL
 AJ4588  PID         -  AJ4588
 AJ4588  STATE/COUNTY-  VA/NORTHAMPTON
 AJ4588  USGS QUAD   -  TOWNSEND (1989)
 AJ4588
 AJ4588                         *CURRENT SURVEY CONTROL
 AJ4588  ___________________________________________________________________
 AJ4588* NAD 83(1993)-  37 10 03.94094(N)    075 59 10.62299(W)     ADJUSTED  
 AJ4588* NAVD 88     -         2.5    (meters)       8.     (feet)  GPS OBS   
 AJ4588  ___________________________________________________________________
 AJ4588  X           -   1,232,259.385 (meters)                     COMP
 AJ4588  Y           -  -4,937,287.040 (meters)                     COMP
 AJ4588  Z           -   3,832,224.848 (meters)                     COMP
 AJ4588  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AJ4588  ELLIP HEIGHT-         -34.60  (meters)          (07/14/04) GPS OBS
 AJ4588  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 AJ4588
 AJ4588  HORZ ORDER  -  A
 AJ4588  ELLP ORDER  -  THIRD     CLASS II
 AJ4588
 AJ4588.The horizontal coordinates were established by GPS observations
 AJ4588.and adjusted by the National Geodetic Survey in July 2004..
 AJ4588
 AJ4588.The orthometric height was determined by GPS observations and a
 AJ4588.high-resolution geoid model.
 AJ4588
 AJ4588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4588
 AJ4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4588
 AJ4588.The ellipsoidal height was determined by GPS observations
 AJ4588.and is referenced to NAD 83.
 AJ4588
 AJ4588.The geoid height was determined by GEOID03.
 AJ4588
 AJ4588;                    North         East     Units Scale Factor Converg.
 AJ4588;SPC VA S     - 1,095,572.110 3,723,220.299   MT  0.99995145   +1 31 32.3
 AJ4588;SPC VA S     - 3,594,389.50 12,215,265.26   sFT  0.99995145   +1 31 32.3
 AJ4588;UTM  18      - 4,113,938.297   412,436.307   MT  0.99969445   -0 35 45.2
 AJ4588
 AJ4588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4588!SPC VA S     -   1.00000543  x   0.99995145  =   0.99995688
 AJ4588!UTM  18      -   1.00000543  x   0.99969445  =   0.99969988
 AJ4588
 AJ4588                          SUPERSEDED SURVEY CONTROL
 AJ4588
 AJ4588  NAD 83(1993)-  37 10 03.94101(N)    075 59 10.62310(W) AD(       ) A
 AJ4588  ELLIP H (08/14/01)  -34.60   (m)                       GP(       ) 4 1
 AJ4588
 AJ4588.Superseded values are not recommended for survey control.
 AJ4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4588.See file dsdata.txt to determine how the superseded data were derived.
 AJ4588
 AJ4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1243613938(NAD 83)
 AJ4588_MARKER: DJ = TIDAL STATION DISK
 AJ4588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4588_STAMPING: 2200 B 1980
 AJ4588_MARK LOGO: NOS   
 AJ4588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4588+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AJ4588
 AJ4588  HISTORY     - Date     Condition        Report By
 AJ4588  HISTORY     - 1980     MONUMENTED       NOS
 AJ4588
 AJ4588                          STATION DESCRIPTION
 AJ4588
 AJ4588'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 AJ4588'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 AJ4588'STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTHWEST OF THE NORTH END
 AJ4588'OF THE CHESEAPEAKE BAY BRIDGE TUNNEL NEAR THE WEST END OF KIPTOPEKE
 AJ4588'STATE PARK 0.1 KM (0.05 MI) SOUTHWEST OF THE CAMP STORE BUILDING ON
 AJ4588'THE NORTH EDGE OF THE ROAD LEADING TO THE STATE PARK BEACH.
 AJ4588'OWNERSHIP--VIRGINIA STATE PARK SERVICE TO REACH THE STATION FROM THE
 AJ4588'NORTH TOLL BOOTH OF THE CHESEAPEAKE BAY BRIDGE TUNNEL (US HIGHWAY 13)
 AJ4588'IN KIPTOPEKE, GO NORTH ON HIGHWAY 13 FOR 5.31 KM (3.30 MI) TO THE
 AJ4588'JUNCTION OF STATE ROUTE 704 (ENTRANCE ROAD OF KIPTOPEKE STATE PARK) ON
 AJ4588'THE LEFT, TURN LEFT, SOUTHWEST ON ROUTE 704 FOR 0.97 KM (0.60 MI) TO
 AJ4588'THE TOLL BOOTH ENTRANCE OF THE PARK, CONTINUE AHEAD FOR 0.88 KM (0.55
 AJ4588'MI) TO THE STATE PARK CAMP STORE, CONTINUE AHEAD WEST ON THE ROAD FOR
 AJ4588'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT ABOUT 45.72 M (150.00
 AJ4588'FT) EAST OF THE BATH HOUSE-REST ROOM BUILDINGS.  THE STATION IS AN NOS
 AJ4588'TIDAL VERTICAL CONTROL DISK ON TOP OF A COPPER COATED STEEL ROD,
 AJ4588'ENCASED IN A 15 CM PIPE SURROUNDED BY A 0.3 SQUARE CONCRETE PAD.
 AJ4588'LOCATED 33.07 M (108.50 FT) EAST OF THE SOUTHEAST CORNER OF THE WOOD
 AJ4588'DECK OF THE BATH HOUSE-REST ROOM BUILDINGS, 13.72 M (45.01 FT)
 AJ4588'NORTHEAST OF A LIGHT POLE (3RD LIGHT POLE WEST OF THE CAMP STORE) ,
 AJ4588'1.92 M (6.30 FT) NORTH OF THE NORTH EDGE OF THE ROAD, 1.2 M (3.9 FT)
 AJ4588'SOUTH OF A WOOD SLAT FENCE AND 1.1 M (3.6 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2508 ***********************************************************************
 HV2508  DESIGNATION -  863 4689 TIDAL 1
 HV2508  PID         -  HV2508
 HV2508  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2508  USGS QUAD   -  QUANTICO (1994)
 HV2508
 HV2508                         *CURRENT SURVEY CONTROL
 HV2508  ___________________________________________________________________
 HV2508* NAD 83(1986)-  38 31 12.     (N)    077 17 09.     (W)     SCALED    
 HV2508* NAVD 88     -         1.459  (meters)       4.79   (feet)  ADJUSTED  
 HV2508  ___________________________________________________________________
 HV2508  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV2508  DYNAMIC HT  -           1.458 (meters)       4.78  (feet)  COMP
 HV2508  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 HV2508
 HV2508  VERT ORDER  -  FIRST     CLASS I
 HV2508
 HV2508.The horizontal coordinates were scaled from a topographic map and have
 HV2508.an estimated accuracy of +/- 6 seconds.
 HV2508
 HV2508.The orthometric height was determined by differential leveling
 HV2508.and adjusted by the National Geodetic Survey in June 1991..
 HV2508
 HV2508.The geoid height was determined by GEOID03.
 HV2508
 HV2508.The dynamic height is computed by dividing the NAVD 88
 HV2508.geopotential number by the normal gravity value computed on the
 HV2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2508.degrees latitude (g = 980.6199 gals.).
 HV2508
 HV2508.The modeled gravity was interpolated from observed gravity values.
 HV2508
 HV2508;                    North         East    Units  Estimated Accuracy
 HV2508;SPC VA N     - 2,095,420.    3,605,880.      MT  (+/- 180 meters Scaled)
 HV2508
 HV2508                          SUPERSEDED SURVEY CONTROL
 HV2508
 HV2508  NGVD 29 (??/??/??)    1.702  (m)            5.58   (f) ADJUSTED    1 1
 HV2508
 HV2508.Superseded values are not recommended for survey control.
 HV2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2508.See file dsdata.txt to determine how the superseded data were derived.
 HV2508
 HV2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH007659(NAD 83)
 HV2508_MARKER: DJ = TIDAL STATION DISK
 HV2508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2508_SP_SET: RETAINING WALL
 HV2508_STAMPING: 1
 HV2508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2508
 HV2508  HISTORY     - Date     Condition        Report By
 HV2508  HISTORY     - UNK      MONUMENTED       CGS
 HV2508  HISTORY     - 1971     GOOD             NGS
 HV2508  HISTORY     - 1978     GOOD             DMA
 HV2508
 HV2508                          STATION DESCRIPTION
 HV2508
 HV2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2508'AT QUANTICO.
 HV2508'AT QUANTICO, ABOUT 0.45 MILE SOUTHEAST ALONG POTOMAC AVENUE
 HV2508'FROM THE RICHMOND, FREDERCKSBURG AND POTOMAC RAILROAD
 HV2508'STATION, AT MARINE WHARF, SET IN THE TOP OF A 24-INCH WIDE
 HV2508'CONCRETE RETAINING WALL, 46 FEET SOUTHWEST OF THE CENTER LINE
 HV2508'OF THE AVENUE, 39.7 FEET SOUTH OF THE SOUTH CORNER OF HARBOR
 HV2508'MASTERS BUILDING, 9.0 FEET NORTHWEST OF THE SOUTHEAST END OF
 HV2508'THE RETAINING WALL, 86.0 FEET SOUTHWEST OF TRIANGULATION STATION
 HV2508'MARINE 2, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE AVENUE.
 HV2508
 HV2508                          STATION RECOVERY (1978)
 HV2508
 HV2508'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2511 ***********************************************************************
 HV2511  DESIGNATION -  863 4689 TIDAL 2
 HV2511  PID         -  HV2511
 HV2511  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2511  USGS QUAD   -  QUANTICO (1994)
 HV2511
 HV2511                         *CURRENT SURVEY CONTROL
 HV2511  ___________________________________________________________________
 HV2511* NAD 83(1986)-  38 31 13.     (N)    077 17 13.     (W)     SCALED    
 HV2511* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 HV2511  ___________________________________________________________________
 HV2511  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV2511  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 HV2511  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 HV2511
 HV2511  VERT ORDER  -  FIRST     CLASS I
 HV2511
 HV2511.The horizontal coordinates were scaled from a topographic map and have
 HV2511.an estimated accuracy of +/- 6 seconds.
 HV2511
 HV2511.The orthometric height was determined by differential leveling
 HV2511.and adjusted by the National Geodetic Survey in June 1991..
 HV2511
 HV2511.The geoid height was determined by GEOID03.
 HV2511
 HV2511.The dynamic height is computed by dividing the NAVD 88
 HV2511.geopotential number by the normal gravity value computed on the
 HV2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2511.degrees latitude (g = 980.6199 gals.).
 HV2511
 HV2511.The modeled gravity was interpolated from observed gravity values.
 HV2511
 HV2511;                    North         East    Units  Estimated Accuracy
 HV2511;SPC VA N     - 2,095,450.    3,605,780.      MT  (+/- 180 meters Scaled)
 HV2511
 HV2511                          SUPERSEDED SURVEY CONTROL
 HV2511
 HV2511  NGVD 29 (??/??/??)    1.724  (m)            5.66   (f) ADJUSTED    1 1
 HV2511
 HV2511.Superseded values are not recommended for survey control.
 HV2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2511.See file dsdata.txt to determine how the superseded data were derived.
 HV2511
 HV2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH006660(NAD 83)
 HV2511_MARKER: DJ = TIDAL STATION DISK
 HV2511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2511_SP_SET: RETAINING WALL
 HV2511_STAMPING: 2
 HV2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2511
 HV2511  HISTORY     - Date     Condition        Report By
 HV2511  HISTORY     - UNK      MONUMENTED       CGS
 HV2511  HISTORY     - 1971     GOOD             NGS
 HV2511  HISTORY     - 1978     GOOD             DMA
 HV2511
 HV2511                          STATION DESCRIPTION
 HV2511
 HV2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2511'AT QUANTICO.
 HV2511'AT QUANTICO, ABOUT 0.45 MILE SOUTHEAST ALONG POTOMAC AVENUE
 HV2511'FROM THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD STATION,
 HV2511'AT MARINE WHARF, SET IN THE TOP OF A 24-INCH WIDE CONCRETE
 HV2511'RETAINING WALL, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 HV2511'AVENUE, 67.0 FEET NORTHWEST OF THE NORTH CORNER OF FRAME
 HV2511'BUILDING NUMBER 23, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 HV2511'AVENUE.
 HV2511
 HV2511                          STATION RECOVERY (1978)
 HV2511
 HV2511'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2512 ***********************************************************************
 HV2512  DESIGNATION -  863 4689 TIDAL 3
 HV2512  PID         -  HV2512
 HV2512  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2512  USGS QUAD   -  QUANTICO (1994)
 HV2512
 HV2512                         *CURRENT SURVEY CONTROL
 HV2512  ___________________________________________________________________
 HV2512* NAD 83(1986)-  38 31 13.     (N)    077 17 13.     (W)     SCALED    
 HV2512* NAVD 88     -         1.452  (meters)       4.76   (feet)  ADJUSTED  
 HV2512  ___________________________________________________________________
 HV2512  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV2512  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 HV2512  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 HV2512
 HV2512  VERT ORDER  -  FIRST     CLASS I
 HV2512
 HV2512.The horizontal coordinates were scaled from a topographic map and have
 HV2512.an estimated accuracy of +/- 6 seconds.
 HV2512
 HV2512.The orthometric height was determined by differential leveling
 HV2512.and adjusted by the National Geodetic Survey in June 1991..
 HV2512
 HV2512.The geoid height was determined by GEOID03.
 HV2512
 HV2512.The dynamic height is computed by dividing the NAVD 88
 HV2512.geopotential number by the normal gravity value computed on the
 HV2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2512.degrees latitude (g = 980.6199 gals.).
 HV2512
 HV2512.The modeled gravity was interpolated from observed gravity values.
 HV2512
 HV2512;                    North         East    Units  Estimated Accuracy
 HV2512;SPC VA N     - 2,095,450.    3,605,780.      MT  (+/- 180 meters Scaled)
 HV2512
 HV2512                          SUPERSEDED SURVEY CONTROL
 HV2512
 HV2512  NGVD 29 (??/??/??)    1.695  (m)            5.56   (f) ADJUSTED    1 1
 HV2512
 HV2512.Superseded values are not recommended for survey control.
 HV2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2512.See file dsdata.txt to determine how the superseded data were derived.
 HV2512
 HV2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH006660(NAD 83)
 HV2512_MARKER: DJ = TIDAL STATION DISK
 HV2512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2512_SP_SET: RETAINING WALL
 HV2512_STAMPING: 3
 HV2512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2512
 HV2512  HISTORY     - Date     Condition        Report By
 HV2512  HISTORY     - UNK      MONUMENTED       CGS
 HV2512  HISTORY     - 1971     GOOD             NGS
 HV2512  HISTORY     - 1978     GOOD             DMA
 HV2512
 HV2512                          STATION DESCRIPTION
 HV2512
 HV2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2512'AT QUANTICO.
 HV2512'AT QUANTICO, ABOUT 0.45 MILE SOUTHEAST ALONG POTOMAC AVENUE FROM
 HV2512'THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD STATION,
 HV2512'ABOUT 200 FEET SOUTHEAST AND ACROSS A CONCRETE BASIN FROM THE
 HV2512'HARBOR MASTERS BUILDING AT MARINE WHARF, SET IN THE TOP OF A
 HV2512'CONCRETE RETAINING WALL FOR A BREAKWATER, 104 FEET EAST OF AN
 HV2512'ANGLE IN THE WALL, AND 88.0 FEET WEST OF THE EAST END OF THE WALL.
 HV2512
 HV2512                          STATION RECOVERY (1978)
 HV2512
 HV2512'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2513 ***********************************************************************
 HV2513  DESIGNATION -  863 4689 TIDAL 5
 HV2513  PID         -  HV2513
 HV2513  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2513  USGS QUAD   -  QUANTICO (1994)
 HV2513
 HV2513                         *CURRENT SURVEY CONTROL
 HV2513  ___________________________________________________________________
 HV2513* NAD 83(1986)-  38 31 15.     (N)    077 17 20.     (W)     SCALED    
 HV2513* NAVD 88     -         7.242  (meters)      23.76   (feet)  ADJUSTED  
 HV2513  ___________________________________________________________________
 HV2513  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV2513  DYNAMIC HT  -           7.238 (meters)      23.75  (feet)  COMP
 HV2513  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 HV2513  OBS GRAVITY -     980,042.1   (mgal)                       GRAV_OBS
 HV2513
 HV2513  VERT ORDER  -  FIRST     CLASS I
 HV2513
 HV2513.The horizontal coordinates were scaled from a topographic map and have
 HV2513.an estimated accuracy of +/- 6 seconds.
 HV2513
 HV2513.The orthometric height was determined by differential leveling
 HV2513.and adjusted by the National Geodetic Survey in June 1991..
 HV2513
 HV2513.The geoid height was determined by GEOID03.
 HV2513
 HV2513.The dynamic height is computed by dividing the NAVD 88
 HV2513.geopotential number by the normal gravity value computed on the
 HV2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2513.degrees latitude (g = 980.6199 gals.).
 HV2513
 HV2513.The modeled gravity was interpolated from observed gravity values.
 HV2513.The observed gravity was obtained from relative gravimeter ties
 HV2513.to the IGSN71 gravity network.
 HV2513
 HV2513;                    North         East    Units  Estimated Accuracy
 HV2513;SPC VA N     - 2,095,510.    3,605,610.      MT  (+/- 180 meters Scaled)
 HV2513
 HV2513                          SUPERSEDED SURVEY CONTROL
 HV2513
 HV2513  NGVD 29 (??/??/??)    7.485  (m)           24.56   (f) ADJUSTED    1 1
 HV2513
 HV2513.Superseded values are not recommended for survey control.
 HV2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2513.See file dsdata.txt to determine how the superseded data were derived.
 HV2513
 HV2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH004660(NAD 83)
 HV2513_MARKER: DJ = TIDAL STATION DISK
 HV2513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2513_SP_SET: CONCRETE SLAB
 HV2513_STAMPING: NO 5 1959
 HV2513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2513
 HV2513  HISTORY     - Date     Condition        Report By
 HV2513  HISTORY     - 1959     MONUMENTED       CGS
 HV2513  HISTORY     - 1971     GOOD             NGS
 HV2513  HISTORY     - 1978     GOOD             DMA
 HV2513
 HV2513                          STATION DESCRIPTION
 HV2513
 HV2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2513'AT QUANTICO.
 HV2513'AT QUANTICO, ABOUT 0.25 MILE SOUTHEAST ALONG POTOMAC AVENUE
 HV2513'FROM THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD STATION,
 HV2513'20 FEET SOUTHWEST OF THE CENTER LINE OF POTOMAC AVENUE, 25 FEET
 HV2513'NORTHWEST OF THE CENTER LINE OF SUMMERS AVENUE, SET IN THE
 HV2513'TOP OF A CONCRETE SLAB, 13.6 FEET NORTH-NORTHWEST OF THE EAST
 HV2513'CORNER OF A 6-FOOT HIGH CONCRETE RETAINING WALL AROUND A YARD,
 HV2513'8 1/2 FEET SOUTHEAST OF A FIRE HYDRANT, 3 FEET NORTHWEST OF A
 HV2513'STREET SIGN POST, 1.8 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 HV2513'A CONCRETE SIDEWALK, AND ABOUT 2 INCHES BELOW THE LEVEL OF THE
 HV2513'SIDEWALK.
 HV2513
 HV2513                          STATION RECOVERY (1978)
 HV2513
 HV2513'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2514 ***********************************************************************
 HV2514  DESIGNATION -  863 4689 TIDAL 6
 HV2514  PID         -  HV2514
 HV2514  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2514  USGS QUAD   -  QUANTICO (1994)
 HV2514
 HV2514                         *CURRENT SURVEY CONTROL
 HV2514  ___________________________________________________________________
 HV2514* NAD 83(1986)-  38 31 19.     (N)    077 17 34.     (W)     SCALED    
 HV2514* NAVD 88     -         9.961  (meters)      32.68   (feet)  ADJUSTED  
 HV2514  ___________________________________________________________________
 HV2514  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV2514  DYNAMIC HT  -           9.955 (meters)      32.66  (feet)  COMP
 HV2514  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 HV2514
 HV2514  VERT ORDER  -  FIRST     CLASS I
 HV2514
 HV2514.The horizontal coordinates were scaled from a topographic map and have
 HV2514.an estimated accuracy of +/- 6 seconds.
 HV2514
 HV2514.The orthometric height was determined by differential leveling
 HV2514.and adjusted by the National Geodetic Survey in June 1991..
 HV2514
 HV2514.The geoid height was determined by GEOID03.
 HV2514
 HV2514.The dynamic height is computed by dividing the NAVD 88
 HV2514.geopotential number by the normal gravity value computed on the
 HV2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2514.degrees latitude (g = 980.6199 gals.).
 HV2514
 HV2514.The modeled gravity was interpolated from observed gravity values.
 HV2514
 HV2514;                    North         East    Units  Estimated Accuracy
 HV2514;SPC VA N     - 2,095,630.    3,605,270.      MT  (+/- 180 meters Scaled)
 HV2514
 HV2514                          SUPERSEDED SURVEY CONTROL
 HV2514
 HV2514  NGVD 29 (??/??/??)   10.204  (m)           33.48   (f) ADJUSTED    1 1
 HV2514
 HV2514.Superseded values are not recommended for survey control.
 HV2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2514.See file dsdata.txt to determine how the superseded data were derived.
 HV2514
 HV2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH001662(NAD 83)
 HV2514_MARKER: DJ = TIDAL STATION DISK
 HV2514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2514_SP_SET: RETAINING WALL
 HV2514_STAMPING: NO 6 1959
 HV2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2514
 HV2514  HISTORY     - Date     Condition        Report By
 HV2514  HISTORY     - 1959     MONUMENTED       CGS
 HV2514  HISTORY     - 1971     GOOD             NGS
 HV2514  HISTORY     - 1978     GOOD             DMA
 HV2514
 HV2514                          STATION DESCRIPTION
 HV2514
 HV2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2514'AT QUANTICO.
 HV2514'AT QUANTICO, 17.5 FEET NORTHWEST OF THE NORTH CORNER OF THE
 HV2514'RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD STATION, 161 FEET
 HV2514'SOUTHWEST OF THE CENTER LINE OF POTOMAC AVENUE, SET IN THE TOP
 HV2514'OF A LOW CONCRETE RETAINING WALL ALONG THE NORTHWEST SIDE OF A
 HV2514'CONCRETE PLATFORM WHICH IS BETWEEN THE STATION AND THE TRACKS,
 HV2514'3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 HV2514'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACKS.
 HV2514
 HV2514                          STATION RECOVERY (1978)
 HV2514
 HV2514'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2955 ***********************************************************************
 HV2955  DESIGNATION -  863 5027 TIDAL 2
 HV2955  PID         -  HV2955
 HV2955  STATE/COUNTY-  VA/KING GEORGE
 HV2955  USGS QUAD   -  DAHLGREN (1983)
 HV2955
 HV2955                         *CURRENT SURVEY CONTROL
 HV2955  ___________________________________________________________________
 HV2955* NAD 83(1986)-  38 19 13.     (N)    077 02 08.     (W)     SCALED    
 HV2955* NAVD 88     -         4.141  (meters)      13.59   (feet)  ADJUSTED  
 HV2955  ___________________________________________________________________
 HV2955  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HV2955  DYNAMIC HT  -           4.138 (meters)      13.58  (feet)  COMP
 HV2955  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 HV2955
 HV2955  VERT ORDER  -  FIRST     CLASS II
 HV2955
 HV2955.The horizontal coordinates were scaled from a topographic map and have
 HV2955.an estimated accuracy of +/- 6 seconds.
 HV2955
 HV2955.The orthometric height was determined by differential leveling
 HV2955.and adjusted by the National Geodetic Survey in June 1991..
 HV2955.WARNING-Repeat measurements at this control monument indicate possible
 HV2955.vertical movement.
 HV2955
 HV2955.The geoid height was determined by GEOID03.
 HV2955
 HV2955.The dynamic height is computed by dividing the NAVD 88
 HV2955.geopotential number by the normal gravity value computed on the
 HV2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2955.degrees latitude (g = 980.6199 gals.).
 HV2955
 HV2955.The modeled gravity was interpolated from observed gravity values.
 HV2955
 HV2955;                    North         East    Units  Estimated Accuracy
 HV2955;SPC VA N     - 2,073,570.    3,628,050.      MT  (+/- 180 meters Scaled)
 HV2955
 HV2955                          SUPERSEDED SURVEY CONTROL
 HV2955
 HV2955  NGVD 29 (05/17/90)    4.378  (m)           14.36   (f) ADJUSTED    1 2
 HV2955
 HV2955.Superseded values are not recommended for survey control.
 HV2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2955.See file dsdata.txt to determine how the superseded data were derived.
 HV2955
 HV2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH220433(NAD 83)
 HV2955_MARKER: DJ = TIDAL STATION DISK
 HV2955_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV2955+WITH SETTING: PAVEMENT
 HV2955_SP_SET: CONCRETE PORCH FOUNDATION
 HV2955_STAMPING: NO 2 1944
 HV2955_MARK LOGO: CGS   
 HV2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2955+STABILITY: SURFACE MOTION
 HV2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2955+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV2955
 HV2955  HISTORY     - Date     Condition        Report By
 HV2955  HISTORY     - 1944     MONUMENTED       CGS
 HV2955  HISTORY     - 1971     GOOD             NGS
 HV2955  HISTORY     - 1974     GOOD             NGS
 HV2955  HISTORY     - 1987     GOOD             NGS
 HV2955  HISTORY     - 19981210 GOOD             USPSQD
 HV2955  HISTORY     - 20031218 GOOD             USPSQD
 HV2955
 HV2955                          STATION DESCRIPTION
 HV2955
 HV2955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2955'1 MI SE FROM DAHLGREN.
 HV2955'ABOUT 0.45 MILE SOUTHEAST ALONG DAHLGREN ROAD FROM THE POST
 HV2955'OFFICE AT DAHLGREN AND THE MAIN ENTRANCE TO THE U.S. NAVAL PROVING
 HV2955'GROUNDS, THENCE 0.65 MILE SOUTHEAST ALONG WELSH ROAD, 37 FEET
 HV2955'EAST OF THE CENTER LINE OF WELSH ROAD, 6 FEET SOUTH OF THE SOUTH
 HV2955'WALL OF AMATEUR RADIO BLDG NO. 322, SET IN THE TOP OF THE
 HV2955'CONCRETE FLOOR FOR PORCH WITH LOW ROOF, 7 1/2 FEET WEST OF THE
 HV2955'SOUTHEAST CORNER OF THE FLOOR, 0.7 FOOT NORTH OF THE SOUTH EDGE
 HV2955'OF THE FLOOR AND ABOUT 48 FEET WEST OF BENCH MARK U 460 1971.
 HV2955
 HV2955                          STATION RECOVERY (1974)
 HV2955
 HV2955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2955'RECOVERED IN GOOD CONDITION.
 HV2955
 HV2955                          STATION RECOVERY (1987)
 HV2955
 HV2955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2955'RECOVERED IN GOOD CONDITION.  NOTE--THE ROD COULD NOT BE PLUMBED DUE
 HV2955'TO THE LOW ROOF OF THE PORCH.  THE ROD WAS HELD ON THE MARK AT ABOUT
 HV2955'AN 8 DEGREE ANGLE.
 HV2955
 HV2955                          STATION RECOVERY (1998)
 HV2955
 HV2955'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2955'RECOVERED IN GOOD CONDITION.
 HV2955
 HV2955                          STATION RECOVERY (2003)
 HV2955
 HV2955'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2955'THE MARK IS STAMPED 2 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2885 ***********************************************************************
 HV2885  DESIGNATION -  863 5145 TIDAL 1
 HV2885  PID         -  HV2885
 HV2885  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2885  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2885
 HV2885                         *CURRENT SURVEY CONTROL
 HV2885  ___________________________________________________________________
 HV2885* NAD 83(1986)-  38 15 14.     (N)    077 24 26.     (W)     SCALED    
 HV2885* NAVD 88     -         3.433  (meters)      11.26   (feet)  ADJUSTED  
 HV2885  ___________________________________________________________________
 HV2885  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HV2885  DYNAMIC HT  -           3.431 (meters)      11.26  (feet)  COMP
 HV2885  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 HV2885
 HV2885  VERT ORDER  -  FIRST     CLASS I
 HV2885
 HV2885.The horizontal coordinates were scaled from a topographic map and have
 HV2885.an estimated accuracy of +/- 6 seconds.
 HV2885
 HV2885.The orthometric height was determined by differential leveling
 HV2885.and adjusted by the National Geodetic Survey in June 1991..
 HV2885
 HV2885.The geoid height was determined by GEOID03.
 HV2885
 HV2885.The dynamic height is computed by dividing the NAVD 88
 HV2885.geopotential number by the normal gravity value computed on the
 HV2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2885.degrees latitude (g = 980.6199 gals.).
 HV2885
 HV2885.The modeled gravity was interpolated from observed gravity values.
 HV2885
 HV2885;                    North         East    Units  Estimated Accuracy
 HV2885;SPC VA N     - 2,065,750.    3,595,640.      MT  (+/- 180 meters Scaled)
 HV2885
 HV2885                          SUPERSEDED SURVEY CONTROL
 HV2885
 HV2885  NGVD 29 (??/??/??)    3.683  (m)           12.08   (f) ADJUSTED    1 1
 HV2885
 HV2885.Superseded values are not recommended for survey control.
 HV2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2885.See file dsdata.txt to determine how the superseded data were derived.
 HV2885
 HV2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH893367(NAD 83)
 HV2885_MARKER: DJ = TIDAL STATION DISK
 HV2885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2885_SP_SET: FOUNDATION
 HV2885_STAMPING: NO 1 1971
 HV2885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2885
 HV2885  HISTORY     - Date     Condition        Report By
 HV2885  HISTORY     - 1971     MONUMENTED       NGS
 HV2885  HISTORY     - 1972     GOOD             NGS
 HV2885  HISTORY     - 1978     GOOD             DMA
 HV2885  HISTORY     - 19981103 GOOD             USPSQD
 HV2885
 HV2885                          STATION DESCRIPTION
 HV2885
 HV2885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2885'6.3 MI SE FROM FREDERICKSBURG.
 HV2885'ABOUT 3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV2885'2 FROM THE POST OFFICE AT FREDERICKSBURG, THENCE 1.2 MILES NORTH
 HV2885'ALONG A PAVED AND GRAVEL ROAD TO TIDE STATION NO. 33, 0.25 MILE
 HV2885'EAST OF THE READY MIX PLANT AND HOPPERS OF THE MASSAPONOX SAND
 HV2885'AND GRAVEL CO. BELOW AN ABANDONED STEEL CONVEYOR BELT CARRIAGE,
 HV2885'SET IN THE TOP OF THE SOUTHWEST EDGE OF A 2-BY-10 FOOT CONCRETE
 HV2885'FOUNDATION SUPPORTING CARRIAGE, 4 FEET NORTHWEST OF THE SOUTHEAST
 HV2885'END OF THE FOUNDATION, 29 FEET SOUTHWEST OF THE TIDE GAUGE AND
 HV2885'1 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  NOTE-- ABOUT 40 1/2
 HV2885'FEET NORTH OF TIDAL 2 DESCRIBED.
 HV2885
 HV2885                          STATION RECOVERY (1978)
 HV2885
 HV2885'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2885'RECOVERED IN GOOD CONDITION.
 HV2885
 HV2885                          STATION RECOVERY (1998)
 HV2885
 HV2885'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2884 ***********************************************************************
 HV2884  DESIGNATION -  863 5145 TIDAL 2
 HV2884  PID         -  HV2884
 HV2884  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2884  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2884
 HV2884                         *CURRENT SURVEY CONTROL
 HV2884  ___________________________________________________________________
 HV2884* NAD 83(1986)-  38 15 15.     (N)    077 24 29.     (W)     SCALED    
 HV2884* NAVD 88     -         5.950  (meters)      19.52   (feet)  ADJUSTED  
 HV2884  ___________________________________________________________________
 HV2884  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HV2884  DYNAMIC HT  -           5.946 (meters)      19.51  (feet)  COMP
 HV2884  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 HV2884
 HV2884  VERT ORDER  -  FIRST     CLASS I
 HV2884
 HV2884.The horizontal coordinates were scaled from a topographic map and have
 HV2884.an estimated accuracy of +/- 6 seconds.
 HV2884
 HV2884.The orthometric height was determined by differential leveling
 HV2884.and adjusted by the National Geodetic Survey in June 1991..
 HV2884
 HV2884.The geoid height was determined by GEOID03.
 HV2884
 HV2884.The dynamic height is computed by dividing the NAVD 88
 HV2884.geopotential number by the normal gravity value computed on the
 HV2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2884.degrees latitude (g = 980.6199 gals.).
 HV2884
 HV2884.The modeled gravity was interpolated from observed gravity values.
 HV2884
 HV2884;                    North         East    Units  Estimated Accuracy
 HV2884;SPC VA N     - 2,065,780.    3,595,570.      MT  (+/- 180 meters Scaled)
 HV2884
 HV2884                          SUPERSEDED SURVEY CONTROL
 HV2884
 HV2884  NGVD 29 (??/??/??)    6.200  (m)           20.34   (f) ADJUSTED    1 1
 HV2884
 HV2884.Superseded values are not recommended for survey control.
 HV2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2884.See file dsdata.txt to determine how the superseded data were derived.
 HV2884
 HV2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH892367(NAD 83)
 HV2884_MARKER: DJ = TIDAL STATION DISK
 HV2884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2884_SP_SET: RETAINING WALL
 HV2884_STAMPING: NO 2 1971
 HV2884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2884
 HV2884  HISTORY     - Date     Condition        Report By
 HV2884  HISTORY     - 1971     MONUMENTED       NGS
 HV2884  HISTORY     - 1972     GOOD             NGS
 HV2884  HISTORY     - 1978     GOOD             DMA
 HV2884  HISTORY     - 19981103 GOOD             USPSQD
 HV2884
 HV2884                          STATION DESCRIPTION
 HV2884
 HV2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2884'6.3 MI SE FROM FREDERICKSBURG.
 HV2884'ABOUT 5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV2884'2 FROM THE POST OFFICE AT FREDERICKSBURG, THENCE 1.2 MILES NORTH
 HV2884'ALONG A PAVED AND GRAVEL ROAD TO TIDE STATION NO. 33, 0.25 MILE
 HV2884'EAST OF THE READY MIX PLANT OF THE MASSAPONAX SAND AND GRAVEL
 HV2884'CO., 338 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TRUCK
 HV2884'SERVICE AND REPAIR GARAGE, 225 FEET NORTHEAST OF A LIGHTPOLE, SET
 HV2884'IN THE TOP OF THE SOUTH END OF A 7 FOOT HIGH CONCRETE RETAINING
 HV2884'WALL WHICH EXTENDS SOUTHEAST FROM AN ABANDONED CONVEYOR BELT
 HV2884'CARRIAGE AND 41 1/2 FEET SOUTH OF TIDAL 1 DESCRIBED.
 HV2884
 HV2884                          STATION RECOVERY (1978)
 HV2884
 HV2884'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2884'RECOVERED IN GOOD CONDITION.
 HV2884
 HV2884                          STATION RECOVERY (1998)
 HV2884
 HV2884'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2883 ***********************************************************************
 HV2883  DESIGNATION -  863 5145 TIDAL 3
 HV2883  PID         -  HV2883
 HV2883  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2883  USGS QUAD   -  GUINEA (1966)
 HV2883
 HV2883                         *CURRENT SURVEY CONTROL
 HV2883  ___________________________________________________________________
 HV2883* NAD 83(1986)-  38 14 25.     (N)    077 24 53.     (W)     SCALED    
 HV2883* NAVD 88     -        14.527  (meters)      47.66   (feet)  ADJUSTED  
 HV2883  ___________________________________________________________________
 HV2883  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV2883  DYNAMIC HT  -          14.518 (meters)      47.63  (feet)  COMP
 HV2883  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 HV2883
 HV2883  VERT ORDER  -  FIRST     CLASS I
 HV2883
 HV2883.The horizontal coordinates were scaled from a topographic map and have
 HV2883.an estimated accuracy of +/- 6 seconds.
 HV2883
 HV2883.The orthometric height was determined by differential leveling
 HV2883.and adjusted by the National Geodetic Survey in June 1991..
 HV2883
 HV2883.The geoid height was determined by GEOID03.
 HV2883
 HV2883.The dynamic height is computed by dividing the NAVD 88
 HV2883.geopotential number by the normal gravity value computed on the
 HV2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2883.degrees latitude (g = 980.6199 gals.).
 HV2883
 HV2883.The modeled gravity was interpolated from observed gravity values.
 HV2883
 HV2883;                    North         East    Units  Estimated Accuracy
 HV2883;SPC VA N     - 2,064,230.    3,595,010.      MT  (+/- 180 meters Scaled)
 HV2883
 HV2883                          SUPERSEDED SURVEY CONTROL
 HV2883
 HV2883  NGVD 29 (??/??/??)   14.778  (m)           48.48   (f) ADJUSTED    1 1
 HV2883
 HV2883.Superseded values are not recommended for survey control.
 HV2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2883.See file dsdata.txt to determine how the superseded data were derived.
 HV2883
 HV2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH886352(NAD 83)
 HV2883_MARKER: DJ = TIDAL STATION DISK
 HV2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2883_SP_SET: CONCRETE POST
 HV2883_STAMPING: NO 3 1971
 HV2883_MARK LOGO: CGS   
 HV2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2883+STABILITY: SURFACE MOTION
 HV2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2883+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 HV2883
 HV2883  HISTORY     - Date     Condition        Report By
 HV2883  HISTORY     - 1971     MONUMENTED       NGS
 HV2883  HISTORY     - 1972     GOOD             NGS
 HV2883  HISTORY     - 1978     GOOD             DMA
 HV2883  HISTORY     - 1983     GOOD             NGS
 HV2883  HISTORY     - 19910828 GOOD             NGS
 HV2883  HISTORY     - 19981024 GOOD             USPSQD
 HV2883  HISTORY     - 20010430 GOOD             GEOMET
 HV2883
 HV2883                          STATION DESCRIPTION
 HV2883
 HV2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2883'5.1 MI SE FROM FREDERICKSBURG.
 HV2883'ABOUT 5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE
 HV2883'HIGHWAY 2 FROM THE POST OFFICE AT FREDERICKSBURG, 146 FEET
 HV2883'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF THE
 HV2883'CENTER LINE OF A PAVED ROAD LEADING NORTHEASTERLY TO THE
 HV2883'MASSAPONAX SAND AND GRAVEL COMPANY, 2.3 FEET SOUTH OF LIGHTPOLE
 HV2883'NO. A 193, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HV2883'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HV2883'LEVEL OF THE GROUND.
 HV2883
 HV2883                          STATION RECOVERY (1978)
 HV2883
 HV2883'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2883'RECOVERED IN GOOD CONDITION.
 HV2883
 HV2883                          STATION RECOVERY (1983)
 HV2883
 HV2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV2883'RECOVERED IN GOOD CONDITION.
 HV2883
 HV2883                          STATION RECOVERY (1991)
 HV2883
 HV2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV2883'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV2883'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV2883'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV2883'JUNCTION OF US HIGHWAY 17 AT NEW POST.  CONTINUE NORTH ON ROUTE 2 FOR
 HV2883'0.8 MI (1.3 KM) TO A RAILROAD CROSSING AT THE ENTRANCE TO THE
 HV2883'MASSAPONAX SAND AND GRAVEL COMPANY.  TURN RIGHT AND GO EAST ON THE
 HV2883'ENTRANCE ROAD FOR 120 FT (36.6 M) TO THE MARK ON THE LEFT.  THE MARK
 HV2883'IS A USC AND GS BENCHMARK DISK SET IN A POURED CONCRETE MONUMENT 6
 HV2883'INCHES BELOW GROUND LEVEL.  0.8 FT (0.2 M) NORTHWEST OF A WITNESS
 HV2883'POST 2.2 FT (0.7 M) SOUTHEAST OF A SECURITY LIGHT POLE NO. A193 36
 HV2883'FT (11.0 M) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD 54 FT (16.5
 HV2883'M) WEST OF THE WEST RAIL OF THE RAILROAD TRACK 86.6 FT (26.4 M) EAST
 HV2883'OF A POWERLINE POLE NO. A172 91 FT (27.7 M) SOUTH OF A POWERLINE
 HV2883'POLE MO.  A195 129 FT (39.3 M) NORTHEAST OF THE EDGE OF STATE ROUTE 2
 HV2883
 HV2883                          STATION RECOVERY (1998)
 HV2883
 HV2883'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2883'RECOVERED IN GOOD CONDITION.
 HV2883
 HV2883                          STATION RECOVERY (2001)
 HV2883
 HV2883'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 HV2883'DESIGNATION, 863 5145 TIDAL 3 IS DIFFERENT FROM STAMPING, NO 3 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8245 ***********************************************************************
 HV8245  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8245  DESIGNATION -  863 5150 A TIDAL
 HV8245  PID         -  HV8245
 HV8245  STATE/COUNTY-  VA/WESTMORELAND
 HV8245  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8245
 HV8245                         *CURRENT SURVEY CONTROL
 HV8245  ___________________________________________________________________
 HV8245* NAD 83(1986)-  38 15 00.     (N)    076 57 43.     (W)     SCALED    
 HV8245* NAVD 88     -         3.489  (meters)      11.45   (feet)  ADJUSTED  
 HV8245  ___________________________________________________________________
 HV8245  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8245  DYNAMIC HT  -           3.487 (meters)      11.44  (feet)  COMP
 HV8245  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 HV8245
 HV8245  VERT ORDER  -  FIRST     CLASS II
 HV8245
 HV8245.The horizontal coordinates were scaled from a topographic map and have
 HV8245.an estimated accuracy of +/- 6 seconds.
 HV8245
 HV8245.The orthometric height was determined by differential leveling
 HV8245.and adjusted by the National Geodetic Survey in June 1991..
 HV8245
 HV8245.This Tidal Bench Mark is designated as VM 491
 HV8245.by the Center for Operational Oceanographic Products and Services.
 HV8245
 HV8245.The geoid height was determined by GEOID03.
 HV8245
 HV8245.The dynamic height is computed by dividing the NAVD 88
 HV8245.geopotential number by the normal gravity value computed on the
 HV8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8245.degrees latitude (g = 980.6199 gals.).
 HV8245
 HV8245.The modeled gravity was interpolated from observed gravity values.
 HV8245
 HV8245;                    North         East    Units  Estimated Accuracy
 HV8245;SPC VA N     - 2,065,880.    3,634,620.      MT  (+/- 180 meters Scaled)
 HV8245
 HV8245                          SUPERSEDED SURVEY CONTROL
 HV8245
 HV8245  NGVD 29 (05/17/90)    3.724  (m)           12.22   (f) ADJUSTED    1 2
 HV8245
 HV8245.Superseded values are not recommended for survey control.
 HV8245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8245.See file dsdata.txt to determine how the superseded data were derived.
 HV8245
 HV8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH283353(NAD 83)
 HV8245_MARKER: DJ = TIDAL STATION DISK
 HV8245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8245_SP_SET: STAINLESS STEEL ROD
 HV8245_STAMPING: 5150 A 1978
 HV8245_MARK LOGO: NOS   
 HV8245_PROJECTION: RECESSED 10 CENTIMETERS
 HV8245_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8245+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8245_ROD/PIPE-DEPTH: 7.0  meters
 HV8245
 HV8245  HISTORY     - Date     Condition        Report By
 HV8245  HISTORY     - 1978     MONUMENTED       NOS
 HV8245  HISTORY     - 19890725 GOOD             NGS
 HV8245  HISTORY     - 19900227 GOOD             NGS
 HV8245  HISTORY     - 19981121 GOOD             USPSQD
 HV8245  HISTORY     - 20030318 GOOD             USPSQD
 HV8245  HISTORY     - 20051115 GOOD             USPSQD
 HV8245
 HV8245                          STATION DESCRIPTION
 HV8245
 HV8245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8245'THE BENCH MARK IS LOCATED ON THE WEST SIDE OF IRVING AVENUE BETWEEN
 HV8245'BOUNDARY AND HAWTHORN STREETS IN COLONIAL BEACH.  18.3 M (60.0 FT) NNW
 HV8245'OF THE NE CORNER OF THE POLICE DEPARTMENT BUILDING, 11.9 M (39.0 FT)
 HV8245'WNW OF THE CENTERLINE OF IRVING STREET, 2.4 M (7.9 FT) SW OF THE BASE
 HV8245'OF A FLAGPOLE, 1.1 M (3.6 FT) EAST OF THE EAST FACE OF A WOOD SIDED
 HV8245'BUILDING, AND 0.7 M (2.3 FT) NW OF THE NE PORCH POLE.  THE DISK IS
 HV8245'CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO 7 M (23.0 FT) TO REFUSAL,
 HV8245'AND ENCASED IN A 4-INCH PCV PIPE AND CONCRETE KICKBLOCK.
 HV8245
 HV8245                          STATION RECOVERY (1990)
 HV8245
 HV8245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV8245'IN COLONIAL BEACH, AT 16 IRVING AVENUE, 11.1 M (36.42 FT) WEST OF THE
 HV8245'CENTER OF THE AVENUE, 3.7 M (12.14 FT) SOUTH-SOUTHWEST OF THE
 HV8245'NORTHEAST CORNER OF THE COLONIAL BEACH SCHOOL BOARD OFFICE AT 16
 HV8245'IRVING AVENUE, 2.1 M (6.89 FT) NORTH OF THE CENTER OF THE MAIN
 HV8245'ENTRANCE, 1.1 M (3.61 FT) EAST-SOUTHEAST OF THE EAST FACE OF THE
 HV8245'BUILDING, 0.45 M (1.48 FT) NORTH-NORTHEAST OF A STOOP, AND 0.1 M
 HV8245'(0.33 FT) ABOVE THE LEVEL OF THE AVENUE.
 HV8245
 HV8245                          STATION RECOVERY (1998)
 HV8245
 HV8245'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8245'RECOVERED IN GOOD CONDITION.
 HV8245
 HV8245                          STATION RECOVERY (2003)
 HV8245
 HV8245'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8245'RECOVERED IN GOOD CONDITION.
 HV8245
 HV8245                          STATION RECOVERY (2005)
 HV8245
 HV8245'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8248 ***********************************************************************
 HV8248  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8248  DESIGNATION -  863 5150 C TIDAL
 HV8248  PID         -  HV8248
 HV8248  STATE/COUNTY-  VA/WESTMORELAND
 HV8248  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8248
 HV8248                         *CURRENT SURVEY CONTROL
 HV8248  ___________________________________________________________________
 HV8248* NAD 83(1986)-  38 15 08.     (N)    076 57 43.     (W)     SCALED    
 HV8248* NAVD 88     -         2.213  (meters)       7.26   (feet)  ADJUSTED  
 HV8248  ___________________________________________________________________
 HV8248  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8248  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 HV8248  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HV8248
 HV8248  VERT ORDER  -  FIRST     CLASS II
 HV8248
 HV8248.The horizontal coordinates were scaled from a topographic map and have
 HV8248.an estimated accuracy of +/- 6 seconds.
 HV8248
 HV8248.The orthometric height was determined by differential leveling
 HV8248.and adjusted by the National Geodetic Survey in June 1991..
 HV8248
 HV8248.This Tidal Bench Mark is designated as VM 492
 HV8248.by the Center for Operational Oceanographic Products and Services.
 HV8248
 HV8248.The geoid height was determined by GEOID03.
 HV8248
 HV8248.The dynamic height is computed by dividing the NAVD 88
 HV8248.geopotential number by the normal gravity value computed on the
 HV8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8248.degrees latitude (g = 980.6199 gals.).
 HV8248
 HV8248.The modeled gravity was interpolated from observed gravity values.
 HV8248
 HV8248;                    North         East    Units  Estimated Accuracy
 HV8248;SPC VA N     - 2,066,120.    3,634,620.      MT  (+/- 180 meters Scaled)
 HV8248
 HV8248                          SUPERSEDED SURVEY CONTROL
 HV8248
 HV8248  NGVD 29 (05/17/90)    2.448  (m)            8.03   (f) ADJUSTED    1 2
 HV8248
 HV8248.Superseded values are not recommended for survey control.
 HV8248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8248.See file dsdata.txt to determine how the superseded data were derived.
 HV8248
 HV8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH283356(NAD 83)
 HV8248_MARKER: DJ = TIDAL STATION DISK
 HV8248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8248_SP_SET: SIDEWALK
 HV8248_STAMPING: 5150 C 1979
 HV8248_MARK LOGO: NOS   
 HV8248_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8248+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV8248
 HV8248  HISTORY     - Date     Condition        Report By
 HV8248  HISTORY     - 1979     MONUMENTED       NOS
 HV8248  HISTORY     - 19890725 GOOD             NGS
 HV8248  HISTORY     - 19900227 GOOD             NGS
 HV8248  HISTORY     - 19981121 GOOD             USPSQD
 HV8248  HISTORY     - 20030318 GOOD             USPSQD
 HV8248  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 HV8248  HISTORY     - 20051115 MARK NOT FOUND   USPSQD
 HV8248
 HV8248                          STATION DESCRIPTION
 HV8248
 HV8248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8248'THE BENCH MARK IS SET IN THE TOP OF THE NE CORNER OF A CONCRETE PAD AT
 HV8248'THE EAST ENTRANCE TO THE POTOMAC RIVER FISHERIES COMMISSION BUILDING
 HV8248'IN COLONIAL BEACH, VA.  18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF
 HV8248'WILDER STREET, 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF TAYLOR
 HV8248'STREET, AND 0.3 M (1.0 FT) SE OF THE NE CORNER OF A DORMER AT THE
 HV8248'ENTRANCE TO THE BUILDING.  THE DISK IS FLUSH WITH THE TOP OF THE
 HV8248'CONCRETE.
 HV8248
 HV8248                          STATION RECOVERY (1990)
 HV8248
 HV8248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV8248'IN COLONIAL BEACH, AT 222 TAYLOR STREET, 17.8 M (58.40 FT) SOUTH OF
 HV8248'THE CENTER OF WILDER STREET, 8.5 M (27.89 FT) SOUTH OF THE NORTHEAST
 HV8248'CORNER OF THE POTOMAC RIVER FISHERIES COMMISSION AT 222 TAYLOR STREET
 HV8248', 5.7 M (18.70 FT) WEST OF THE CENTER OF THE STREET, 1.75 M
 HV8248'(5.74 FT) NORTH OF THE CENTER OF THE ENTRANCE INTO THE BUILDING, 0.2
 HV8248'M (0.66 FT) EAST OF THE EAST FACE OF THE BUILDING, AND 0.1 M
 HV8248'(0.33 FT) ABOVE THE LEVEL TAYLOR STREET.
 HV8248
 HV8248                          STATION RECOVERY (1998)
 HV8248
 HV8248'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8248'RECOVERED IN GOOD CONDITION.
 HV8248
 HV8248                          STATION RECOVERY (2003)
 HV8248
 HV8248'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8248'RECOVERED IN GOOD CONDITION.
 HV8248
 HV8248                          STATION RECOVERY (2005)
 HV8248
 HV8248'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8248'MEASUREMENTS INDICATE THE MARK IS UNDER THE FLOOR OF THE
 HV8248'GLASS-ENCLOSED VESTIBULE IN FRONT OF THE BUILDING, OR WAS DESTROYED IN
 HV8248'THE CONSTRUCTION OF THE VESTIBLE. IT SEEMS LIKELY THE VESTIBULE WAS
 HV8248'BUILT AFTER HURRICANE ISABEL IN SEPTEMBER 2003, ALTHOUGH I WAS UNABLE
 HV8248'TO CONFIRM THIS. THIS WOULD BE CONSISTENT WITH THE PREVIOUS RECOVERY
 HV8248'REPORT THAT THE MARK WAS FOUND IN GOOD CONDITION.
 HV8248
 HV8248                          STATION RECOVERY (2005)
 HV8248
 HV8248'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8248'NEW BUILDING HAS REPLACED THE OLD BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8242 ***********************************************************************
 HV8242  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8242  DESIGNATION -  863 5150 TIDAL 1
 HV8242  PID         -  HV8242
 HV8242  STATE/COUNTY-  VA/WESTMORELAND
 HV8242  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8242
 HV8242                         *CURRENT SURVEY CONTROL
 HV8242  ___________________________________________________________________
 HV8242* NAD 83(1986)-  38 15 03.     (N)    076 57 40.     (W)     SCALED    
 HV8242* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 HV8242  ___________________________________________________________________
 HV8242  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8242  DYNAMIC HT  -           2.202 (meters)       7.22  (feet)  COMP
 HV8242  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 HV8242
 HV8242  VERT ORDER  -  FIRST     CLASS II
 HV8242
 HV8242.The horizontal coordinates were scaled from a topographic map and have
 HV8242.an estimated accuracy of +/- 6 seconds.
 HV8242
 HV8242.The orthometric height was determined by differential leveling
 HV8242.and adjusted by the National Geodetic Survey in June 1991..
 HV8242
 HV8242.This Tidal Bench Mark is designated as VM 489
 HV8242.by the Center for Operational Oceanographic Products and Services.
 HV8242
 HV8242.The geoid height was determined by GEOID03.
 HV8242
 HV8242.The dynamic height is computed by dividing the NAVD 88
 HV8242.geopotential number by the normal gravity value computed on the
 HV8242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8242.degrees latitude (g = 980.6199 gals.).
 HV8242
 HV8242.The modeled gravity was interpolated from observed gravity values.
 HV8242
 HV8242;                    North         East    Units  Estimated Accuracy
 HV8242;SPC VA N     - 2,065,970.    3,634,690.      MT  (+/- 180 meters Scaled)
 HV8242
 HV8242                          SUPERSEDED SURVEY CONTROL
 HV8242
 HV8242  NGVD 29 (05/17/90)    2.438  (m)            8.00   (f) ADJUSTED    1 2
 HV8242
 HV8242.Superseded values are not recommended for survey control.
 HV8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8242.See file dsdata.txt to determine how the superseded data were derived.
 HV8242
 HV8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH284354(NAD 83)
 HV8242_MARKER: DJ = TIDAL STATION DISK
 HV8242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8242_SP_SET: CONCRETE PAD
 HV8242_STAMPING: NO. 1 1972
 HV8242_MARK LOGO: CGS   
 HV8242_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8242+STABILITY: SURFACE MOTION
 HV8242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8242+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV8242
 HV8242  HISTORY     - Date     Condition        Report By
 HV8242  HISTORY     - 1972     MONUMENTED       NOS
 HV8242  HISTORY     - 19890725 GOOD             NGS
 HV8242  HISTORY     - 19981121 GOOD             USPSQD
 HV8242  HISTORY     - 20030318 GOOD             USPSQD
 HV8242  HISTORY     - 20050813 MARK NOT FOUND   GEOCAC
 HV8242  HISTORY     - 20051115 MARK NOT FOUND   USPSQD
 HV8242
 HV8242                          STATION DESCRIPTION
 HV8242
 HV8242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8242'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 205 AND
 HV8242'COLONIAL AVENUE, PROCEED EAST ON COLONIAL AVENUE TO WASHINGTON AVENUE
 HV8242'TO HAWTHORN STREET, AND THEN EAST ON HAWTHORN STREET TO THE MUNICIPAL
 HV8242'PIER.  THE BENCH MARK IS SET FLUSH IN THE NE CORNER OF A 15X18 FT (5X6
 HV8242'M) CONCRETE PAD AT THE EAST END OF HAWTHORN STREET, 39 FT  (11.9 M) NW
 HV8242'OF THE NW END OF THE MUNICIPAL PIER, 38.8 FT (8.2 M) WNW OF POWER POLE
 HV8242'WA 51, 18 FT (6 M) EAST OF THE EAST EDGE OF THE BEACH TERRACE
 HV8242'BOARDWALK,AND LEVEL WITH THE GROUND.
 HV8242
 HV8242                          STATION RECOVERY (1998)
 HV8242
 HV8242'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8242'RECOVERED IN GOOD CONDITION.
 HV8242
 HV8242                          STATION RECOVERY (2003)
 HV8242
 HV8242'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8242'RECOVERED IN GOOD CONDITION.
 HV8242
 HV8242                          STATION RECOVERY (2005)
 HV8242
 HV8242'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8242'MARK APPARENTLY LOST IN CONSTRUCTION OF CONCRETE BOARDWALK.
 HV8242
 HV8242                          STATION RECOVERY (2005)
 HV8242
 HV8242'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8242'CONCRETE SLAB HAS BEEN REPLACED AND BENCHMARK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8247 ***********************************************************************
 HV8247  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8247  DESIGNATION -  863 5150 TIDAL 10
 HV8247  PID         -  HV8247
 HV8247  STATE/COUNTY-  VA/WESTMORELAND
 HV8247  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8247
 HV8247                         *CURRENT SURVEY CONTROL
 HV8247  ___________________________________________________________________
 HV8247* NAD 83(1986)-  38 15 08.     (N)    076 57 47.     (W)     SCALED    
 HV8247* NAVD 88     -         2.883  (meters)       9.46   (feet)  ADJUSTED  
 HV8247  ___________________________________________________________________
 HV8247  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8247  DYNAMIC HT  -           2.881 (meters)       9.45  (feet)  COMP
 HV8247  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 HV8247
 HV8247  VERT ORDER  -  FIRST     CLASS II
 HV8247
 HV8247.The horizontal coordinates were scaled from a topographic map and have
 HV8247.an estimated accuracy of +/- 6 seconds.
 HV8247
 HV8247.The orthometric height was determined by differential leveling
 HV8247.and adjusted by the National Geodetic Survey in June 1991..
 HV8247
 HV8247.This Tidal Bench Mark is designated as VM 488
 HV8247.by the Center for Operational Oceanographic Products and Services.
 HV8247
 HV8247.The geoid height was determined by GEOID03.
 HV8247
 HV8247.The dynamic height is computed by dividing the NAVD 88
 HV8247.geopotential number by the normal gravity value computed on the
 HV8247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8247.degrees latitude (g = 980.6199 gals.).
 HV8247
 HV8247.The modeled gravity was interpolated from observed gravity values.
 HV8247
 HV8247;                    North         East    Units  Estimated Accuracy
 HV8247;SPC VA N     - 2,066,120.    3,634,520.      MT  (+/- 180 meters Scaled)
 HV8247
 HV8247                          SUPERSEDED SURVEY CONTROL
 HV8247
 HV8247  NGVD 29 (05/17/90)    3.118  (m)           10.23   (f) ADJUSTED    1 2
 HV8247
 HV8247.Superseded values are not recommended for survey control.
 HV8247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8247.See file dsdata.txt to determine how the superseded data were derived.
 HV8247
 HV8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH282356(NAD 83)
 HV8247_MARKER: DJ = TIDAL STATION DISK
 HV8247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV8247_SP_SET: CONCRETE SLAB
 HV8247_STAMPING: 10 1961
 HV8247_MARK LOGO: CGS   
 HV8247_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8247+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8247
 HV8247  HISTORY     - Date     Condition        Report By
 HV8247  HISTORY     - 1961     MONUMENTED       CGS
 HV8247  HISTORY     - 19890725 GOOD             NGS
 HV8247  HISTORY     - 19981121 GOOD             USPSQD
 HV8247  HISTORY     - 20030318 GOOD             USPSQD
 HV8247  HISTORY     - 20051115 GOOD             USPSQD
 HV8247
 HV8247                          STATION DESCRIPTION
 HV8247
 HV8247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8247'THE BENCH MARK IS SET IN THE TOP OF A CONCRETE SLAB ON THE SOUTH SIDE
 HV8247'OF WILDER STREET AT THE INTERSECTION WITH WASHINGTON AVENUE.  33 M
 HV8247'(108.3 FT) EAST FROM THE CENTERLINE OF WASHINGTON AVENUE, 7 M
 HV8247'(23.0 FT) SOUTH OF THE CENTER LINE OF WILDER AVENUE, 1.9 M (6.2 FT)
 HV8247'WEST OF THE NE CORNER OF COLONIAL BEACH PHARMACY, 0.1 M (0.3 FT) NORTH
 HV8247'FROM THE WALL, AND LEVEL WITH THE SIDEWALK.
 HV8247
 HV8247                          STATION RECOVERY (1998)
 HV8247
 HV8247'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8247'RECOVERED IN GOOD CONDITION.
 HV8247
 HV8247                          STATION RECOVERY (2003)
 HV8247
 HV8247'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8247'RECOVERED IN GOOD CONDITION.
 HV8247
 HV8247                          STATION RECOVERY (2005)
 HV8247
 HV8247'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8246 ***********************************************************************
 HV8246  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8246  DESIGNATION -  863 5150 TIDAL 2
 HV8246  PID         -  HV8246
 HV8246  STATE/COUNTY-  VA/WESTMORELAND
 HV8246  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8246
 HV8246                         *CURRENT SURVEY CONTROL
 HV8246  ___________________________________________________________________
 HV8246* NAD 83(1986)-  38 15 01.     (N)    076 57 44.     (W)     SCALED    
 HV8246* NAVD 88     -         3.659  (meters)      12.00   (feet)  ADJUSTED  
 HV8246  ___________________________________________________________________
 HV8246  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8246  DYNAMIC HT  -           3.657 (meters)      12.00  (feet)  COMP
 HV8246  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 HV8246
 HV8246  VERT ORDER  -  FIRST     CLASS II
 HV8246
 HV8246.The horizontal coordinates were scaled from a topographic map and have
 HV8246.an estimated accuracy of +/- 6 seconds.
 HV8246
 HV8246.The orthometric height was determined by differential leveling
 HV8246.and adjusted by the National Geodetic Survey in June 1991..
 HV8246
 HV8246.This Tidal Bench Mark is designated as VM 490
 HV8246.by the Center for Operational Oceanographic Products and Services.
 HV8246
 HV8246.The geoid height was determined by GEOID03.
 HV8246
 HV8246.The dynamic height is computed by dividing the NAVD 88
 HV8246.geopotential number by the normal gravity value computed on the
 HV8246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8246.degrees latitude (g = 980.6199 gals.).
 HV8246
 HV8246.The modeled gravity was interpolated from observed gravity values.
 HV8246
 HV8246;                    North         East    Units  Estimated Accuracy
 HV8246;SPC VA N     - 2,065,910.    3,634,600.      MT  (+/- 180 meters Scaled)
 HV8246
 HV8246                          SUPERSEDED SURVEY CONTROL
 HV8246
 HV8246  NGVD 29 (05/17/90)    3.894  (m)           12.78   (f) ADJUSTED    1 2
 HV8246
 HV8246.Superseded values are not recommended for survey control.
 HV8246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8246.See file dsdata.txt to determine how the superseded data were derived.
 HV8246
 HV8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH283354(NAD 83)
 HV8246_MARKER: N = NAIL
 HV8246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV8246_SP_SET: STEPS
 HV8246_STAMPING: NO 2 1972
 HV8246_MARK LOGO: CGS   
 HV8246_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8246+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 HV8246
 HV8246  HISTORY     - Date     Condition        Report By
 HV8246  HISTORY     - 1972     MONUMENTED       NOS
 HV8246  HISTORY     - 19890725 GOOD             NGS
 HV8246  HISTORY     - 19981121 GOOD             USPSQD
 HV8246  HISTORY     - 20030318 GOOD             USPSQD
 HV8246  HISTORY     - 20050813 GOOD             GEOCAC
 HV8246
 HV8246                          STATION DESCRIPTION
 HV8246
 HV8246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8246'THE BENCH MARK IS SET IN THE BOTTOM STEP AT THE ENTRACE TO THE TOWN
 HV8246'OFFICES ON THE WEST SIDE OF IRVING AVENUE BETWEEN BOUNDARY AND
 HV8246'HAWTHORN STREETS IN COLONIAL BEACH, VA.  25 M (82.0 FT) SOUTH OF THE
 HV8246'CENTERLINE OF HAWTHORN STREET, 6.1 M (20.0 FT) WEST OF THE CENTERLINE
 HV8246'OF IRVING AVENUE, AND 1.7 M (5.6 FT) NE OF THE SE CORNER OF THE
 HV8246'BUILDING.
 HV8246
 HV8246                          STATION RECOVERY (1998)
 HV8246
 HV8246'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8246'RECOVERED IN GOOD CONDITION.
 HV8246
 HV8246                          STATION RECOVERY (2003)
 HV8246
 HV8246'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8246'RECOVERED IN GOOD CONDITION.
 HV8246
 HV8246                          STATION RECOVERY (2005)
 HV8246
 HV8246'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8246'MARK IS A BENCH MARK DISK, ERRONEOUSLY CODE AS N=NAIL.
 HV8246' 
 HV8246'HANDHELD GPS COORDINATES N 38 15 01.9, W 076 57 44.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8243 ***********************************************************************
 HV8243  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8243  DESIGNATION -  863 5150 TIDAL 3
 HV8243  PID         -  HV8243
 HV8243  STATE/COUNTY-  VA/WESTMORELAND
 HV8243  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV8243
 HV8243                         *CURRENT SURVEY CONTROL
 HV8243  ___________________________________________________________________
 HV8243* NAD 83(1986)-  38 14 59.     (N)    076 57 41.     (W)     SCALED    
 HV8243* NAVD 88     -         3.198  (meters)      10.49   (feet)  ADJUSTED  
 HV8243  ___________________________________________________________________
 HV8243  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8243  DYNAMIC HT  -           3.196 (meters)      10.49  (feet)  COMP
 HV8243  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 HV8243
 HV8243  VERT ORDER  -  FIRST     CLASS II
 HV8243
 HV8243.The horizontal coordinates were scaled from a topographic map and have
 HV8243.an estimated accuracy of +/- 6 seconds.
 HV8243
 HV8243.The orthometric height was determined by differential leveling
 HV8243.and adjusted by the National Geodetic Survey in June 1991..
 HV8243
 HV8243.This Tidal Bench Mark is designated as VM 13641
 HV8243.by the Center for Operational Oceanographic Products and Services.
 HV8243
 HV8243.The geoid height was determined by GEOID03.
 HV8243
 HV8243.The dynamic height is computed by dividing the NAVD 88
 HV8243.geopotential number by the normal gravity value computed on the
 HV8243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8243.degrees latitude (g = 980.6199 gals.).
 HV8243
 HV8243.The modeled gravity was interpolated from observed gravity values.
 HV8243
 HV8243;                    North         East    Units  Estimated Accuracy
 HV8243;SPC VA N     - 2,065,850.    3,634,670.      MT  (+/- 180 meters Scaled)
 HV8243
 HV8243                          SUPERSEDED SURVEY CONTROL
 HV8243
 HV8243  NGVD 29 (05/17/90)    3.433  (m)           11.26   (f) ADJUSTED    1 2
 HV8243
 HV8243.Superseded values are not recommended for survey control.
 HV8243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8243.See file dsdata.txt to determine how the superseded data were derived.
 HV8243
 HV8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH283353(NAD 83)
 HV8243_MARKER: DJ = TIDAL STATION DISK
 HV8243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV8243_SP_SET: STEPS
 HV8243_STAMPING: NO 3 1972
 HV8243_MARK LOGO: CGS   
 HV8243_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8243+STABILITY: SURFACE MOTION
 HV8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8243+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV8243
 HV8243  HISTORY     - Date     Condition        Report By
 HV8243  HISTORY     - 1972     MONUMENTED       NOS
 HV8243  HISTORY     - 19890725 GOOD             NGS
 HV8243  HISTORY     - 19981121 GOOD             USPSQD
 HV8243  HISTORY     - 20030318 GOOD             USPSQD
 HV8243  HISTORY     - 20050813 GOOD             GEOCAC
 HV8243  HISTORY     - 20051115 MARK NOT FOUND   USPSQD
 HV8243
 HV8243                          STATION DESCRIPTION
 HV8243
 HV8243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8243'THE BENCH MARK IS IN COLONIAL BEACH AT THE INTERSECTION OF IRVING
 HV8243'AVENUE BOUNDARY STREET AND BEACH TERRACE, SET FLUSH IN THE NE CORNER
 HV8243'OF THE BOTTOM STEP TO THE WAR MEMORIAL.  11 M (36.1 FT) EAST OF THE
 HV8243'CENTERLINE OF IRVING AVENUE, 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF
 HV8243'BEACH TERRACE, 7.7 M (25.3 FT) NORTH OF THE NORTH FACE OF THE GRANITE
 HV8243'WAR MEMORIAL MONUMENT, AND 6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF
 HV8243'BOUNDARY SREET.
 HV8243
 HV8243                          STATION RECOVERY (1998)
 HV8243
 HV8243'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8243'RECOVERED IN GOOD CONDITION.
 HV8243
 HV8243                          STATION RECOVERY (2003)
 HV8243
 HV8243'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8243'RECOVERED IN GOOD CONDITION.
 HV8243
 HV8243                          STATION RECOVERY (2005)
 HV8243
 HV8243'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8243'FOUND GENERALLY AS DESCRIBED EXCEPT THAT DISK IS NOW RECESSED ABOUT 3
 HV8243'INCHES IN A METAL SLEEVE.
 HV8243' 
 HV8243'HANDHELD GPS COORDINATES N 38 14 59.3,  W 076 57 40.0
 HV8243
 HV8243                          STATION RECOVERY (2005)
 HV8243
 HV8243'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8249 ***********************************************************************
 HV8249  FBN         -  This is a Federal Base Network Control Station.
 HV8249  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8249  DESIGNATION -  863 5150 TIDAL 8
 HV8249  PID         -  HV8249
 HV8249  STATE/COUNTY-  VA/WESTMORELAND
 HV8249  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8249
 HV8249                         *CURRENT SURVEY CONTROL
 HV8249  ___________________________________________________________________
 HV8249* NAD 83(1993)-  38 15 09.48160(N)    076 57 41.23640(W)     ADJUSTED  
 HV8249* NAVD 88     -         1.820  (meters)       5.97   (feet)  ADJUSTED  
 HV8249  ___________________________________________________________________
 HV8249  X           -   1,131,437.229 (meters)                     COMP
 HV8249  Y           -  -4,885,794.788 (meters)                     COMP
 HV8249  Z           -   3,927,483.631 (meters)                     COMP
 HV8249  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 HV8249  ELLIP HEIGHT-         -31.74  (meters)          (07/14/04) GPS OBS
 HV8249  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8249  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 HV8249  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 HV8249
 HV8249  HORZ ORDER  -  A
 HV8249  VERT ORDER  -  FIRST     CLASS II
 HV8249  ELLP ORDER  -  THIRD     CLASS II
 HV8249
 HV8249.The horizontal coordinates were established by GPS observations
 HV8249.and adjusted by the National Geodetic Survey in July 2004..
 HV8249
 HV8249.The orthometric height was determined by differential leveling
 HV8249.and adjusted by the National Geodetic Survey in June 1991..
 HV8249.WARNING-Repeat measurements at this control monument indicate possible
 HV8249.vertical movement.
 HV8249
 HV8249.This Tidal Bench Mark is designated as VM 487
 HV8249.by the Center for Operational Oceanographic Products and Services.
 HV8249
 HV8249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8249
 HV8249.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8249
 HV8249.The ellipsoidal height was determined by GPS observations
 HV8249.and is referenced to NAD 83.
 HV8249
 HV8249.The geoid height was determined by GEOID03.
 HV8249
 HV8249.The dynamic height is computed by dividing the NAVD 88
 HV8249.geopotential number by the normal gravity value computed on the
 HV8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8249.degrees latitude (g = 980.6199 gals.).
 HV8249
 HV8249.The modeled gravity was interpolated from observed gravity values.
 HV8249
 HV8249;                    North         East     Units Scale Factor Converg.
 HV8249;SPC VA N     - 2,066,169.433 3,634,658.790   MT  0.99996854   +0 57 36.8
 HV8249;SPC VA N     - 6,778,757.55 11,924,709.71   sFT  0.99996854   +0 57 36.8
 HV8249;SPC MD       -    65,045.813   403,373.923   MT  1.00000858   +0 01 27.1
 HV8249;SPC MD       -   213,404.47  1,323,402.61   sFT  1.00000858   +0 01 27.1
 HV8249;UTM  18      - 4,235,665.089   328,374.083   MT  0.99996277   -1 12 52.9
 HV8249
 HV8249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8249!SPC VA N     -   1.00000498  x   0.99996854  =   0.99997352
 HV8249!SPC MD       -   1.00000498  x   1.00000858  =   1.00001356
 HV8249!UTM  18      -   1.00000498  x   0.99996277  =   0.99996775
 HV8249
 HV8249                          SUPERSEDED SURVEY CONTROL
 HV8249
 HV8249  NAD 83(1993)-  38 15 09.48166(N)    076 57 41.23651(W) AD(       ) A
 HV8249  ELLIP H (08/14/01)  -31.74   (m)                       GP(       ) 4 1
 HV8249  NAD 83(1993)-  38 15 09.48473(N)    076 57 41.24185(W) AD(       ) 2
 HV8249  ELLIP H (11/14/94)  -31.60   (m)                       GP(       ) 4 2
 HV8249  NAD 83(1993)-  38 15 09.48439(N)    076 57 41.25285(W) AD(       ) 2
 HV8249  NAVD 88 (08/14/01)    1.82   (m)            6.0    (f) LEVELING    3  
 HV8249  NGVD 29 (05/17/90)    2.055  (m)            6.74   (f) ADJUSTED    1 2
 HV8249
 HV8249.Superseded values are not recommended for survey control.
 HV8249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8249.See file dsdata.txt to determine how the superseded data were derived.
 HV8249
 HV8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2837435665(NAD 83)
 HV8249_MARKER: DJ = TIDAL STATION DISK
 HV8249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8249_SP_SET: CONCRETE RETAINING WALL
 HV8249_STAMPING: NO 8 1959
 HV8249_MARK LOGO: CGS   
 HV8249_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8249+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HV8249
 HV8249  HISTORY     - Date     Condition        Report By
 HV8249  HISTORY     - 1959     MONUMENTED       CGS
 HV8249  HISTORY     - 19890725 GOOD             NGS
 HV8249  HISTORY     - 19920408 GOOD             NOS
 HV8249  HISTORY     - 19981121 GOOD             USPSQD
 HV8249  HISTORY     - 20000131 GOOD             NGS
 HV8249  HISTORY     - 20001003 GOOD             NGS
 HV8249  HISTORY     - 20030318 GOOD             USPSQD
 HV8249  HISTORY     - 20050315 GOOD             GEOMET
 HV8249  HISTORY     - 20050813 GOOD             GEOCAC
 HV8249
 HV8249                          STATION DESCRIPTION
 HV8249
 HV8249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8249'THE BENCH MARK IS SET IN THE TOP AT THE NORTH END OF A CONCRETE WALL
 HV8249'AT THE EAST END OF WILDER STREET IN COLONIAL BEACH, VA.  11.6 M
 HV8249'(38.1 FT) NW OF A FIRE HYDRANT, 9.2 M (30.2 FT) SW OF A CONCRETE LIGHT
 HV8249'POLE, 2.6 M (8.5 FT) WEST OF THE CENTERLINE OF BEACH TERRACE BOARDWALK
 HV8249'2.5 M (8.2 FT) NORTH OF THE EXTENDED CENTERLINE OF WILDER AVENUE, AND
 HV8249'0.3 M (1.0 FT) ABOVE GROUND LEVEL.  THE WALL HAS A SMALL CRACK ABOUT
 HV8249'0.3 M (1.0 FT) SOUTH FOM THE DISK.
 HV8249
 HV8249                          STATION RECOVERY (1992)
 HV8249
 HV8249'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 HV8249'THE BENCH MARK IS SET IN THE TOP OF THE NORTH END OF A CONCRETE WALL
 HV8249'AT THE EAST END OF WILDER ST 38.1 FT (11.61 M) NW OF A FIRE HYDRANT,
 HV8249'30.3 FT (9.24 M) SW OF A CONCRETE LIGHT POLE, 8.4 FT (2.56 M) WEST OF
 HV8249'THE CENTERLINE OF THE BEACH TERRACE BOARDWALK, 8.3 FT (2.53 M) NORTH
 HV8249'OF THE EXTENDED CENTERLINE OF WILDER ST AND 1.0 FT (0.30 M) ABOVE
 HV8249'GROUND LEVEL.
 HV8249'TO REACH THE TIDAL BENCH MARKS FROM THE INTERSECTION OF
 HV8249'STATE HIGHWAY 205 AND COLONIAL AVENUE IN COLONIAL BEACH, PROCEED EAST
 HV8249'ON COLONIAL AVENUE TO WASHINGTON AVENUE, THEN SOUTH ON WASHINGTON
 HV8249'AVENUE TO HAWTHORN ST, THEN EAST ON HAWTHORN ST TO COLONIAL BEACH
 HV8249'MUNICIPAL PIER.  THE BENCH MARKS ARE NEAR THE PIER.  THE TIDE GAGE AND
 HV8249'STAFF ARE AT THE EAST END OF THE PIER.
 HV8249'THE STATION IS A STANDARD USC AND GS TIDAL BENCH MARK SURVEY DISC
 HV8249'STAMPED ---NO 8 1959--- IN A CONCRETE RETAINING WALL.
 HV8249
 HV8249                          STATION RECOVERY (1998)
 HV8249
 HV8249'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8249'RECOVERED IN GOOD CONDITION.
 HV8249
 HV8249                          STATION RECOVERY (2000)
 HV8249
 HV8249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 HV8249'THE STATION IS LOCATED IN COLONIAL BEACH ALONG FRANCES KARN BOARDWALK
 HV8249'IN THE CONCRETE CURBING OF THE MUNICIPAL PARKING LOT AT THE EAST END
 HV8249'OF WILDER STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 HV8249'HIGHWAY 205 EAST (COLONIAL AVENUE) AND STATE HIGHWAY 205 WEST ON THE
 HV8249'NORTHWEST SIDE OF COLONIAL BEACH, GO EAST ON COLONIAL AVENUE FOR 1.05
 HV8249'KM (0.65 MI) TO THE JUNCTION OF WASHINGTON STREET ON THE RIGHT, TURN
 HV8249'RIGHT, SOUTH ON WASHINGTON AVENUE FOR 0.24 KM (0.15 MI) TO THE
 HV8249'INTERSECTION OF WILDER STREET, TURN LEFT, EAST ON WILDER STREET FOR
 HV8249'0.16 KM (0.10 MI) TO THE END OF WILDER STREET AND THE ENTRANCE TO A
 HV8249'MUNICIPAL PARKING LOT, CONTINUE AHEAD EAST INTO THE PARKING LOT FOR
 HV8249'ABOUT 0.08 KM (0.05 MI) TO THE EAST CURBED PARKING AREA AND SIGN
 HV8249'SOUTHWEST OF A SWING SET (FRANCES KARN BOARDWALK) AND THE STATION IN
 HV8249'THE NORTH END OF THE CONCRETE CURB.  THE STATION IS AN NOS TIDAL DISK
 HV8249'SET IN THE NORTH END OF A CONCRETE CURB ALONG THE BOARDWALK.  LOCATED
 HV8249'12.1 M (39.7 FT) SOUTHWEST OF THE WEST METAL LEG OF A SWING SET, 8.78
 HV8249'M (28.81 FT) SOUTHWEST OF A LAMP POST, 7.47 M (24.51 FT) NORTHWEST OF
 HV8249'A 4X4 WOOD POST WITH SIGN (FRANCES KARN BOARDWALK) 2.5 M (8.2 FT)
 HV8249'NORTH OF THE EXTENDED CENTERLINE ON WILDER STREET AND 0.52 M (1.71 FT)
 HV8249'SOUTH OF THE NORTH END OF THE CONCRETE CURB.
 HV8249
 HV8249                          STATION RECOVERY (2000)
 HV8249
 HV8249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HV8249'RECOVERED AS DESCRIBED.
 HV8249
 HV8249                          STATION RECOVERY (2003)
 HV8249
 HV8249'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8249'RECOVERED IN GOOD CONDITION.
 HV8249
 HV8249                          STATION RECOVERY (2005)
 HV8249
 HV8249'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 HV8249'RECOVERED AS DESCRIBED.
 HV8249
 HV8249                          STATION RECOVERY (2005)
 HV8249
 HV8249'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8249'STATION DISK IS SET IN A CONCRETE CURB GENERALLY AS DESCRIBED, AND
 HV8249'ALONGSIDE A CONCRETE 'BOARDWALK' PARALLEL TO THE BEACH AND BETWEEN THE
 HV8249''BOARDWALK' AND A PARKING LOT.
 HV8249' 
 HV8249'CONCRETE 'BOARDWALK' WAS LAID AFTER 2003 HURRICANE. LOCAL INFORMANT
 HV8249'SAYS CONCRETE CURB CONTAINING STATION DISK WAS MOVED HORIZONTALLY
 HV8249'APPROXIMATELY 7-8 INCHES AT TIME OF 'BOARDWALK' CONSTRUCTION.
 HV8249'INFORMATION COULD NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4589 ***********************************************************************
 AJ4589  FBN         -  This is a Federal Base Network Control Station.
 AJ4589  DESIGNATION -  863 5750 J TIDAL
 AJ4589  PID         -  AJ4589
 AJ4589  STATE/COUNTY-  VA/NORTHUMBERLAND
 AJ4589  USGS QUAD   -  HEATHSVILLE (1992)
 AJ4589
 AJ4589                         *CURRENT SURVEY CONTROL
 AJ4589  ___________________________________________________________________
 AJ4589* NAD 83(1993)-  37 59 58.22552(N)    076 27 51.11027(W)     ADJUSTED  
 AJ4589* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AJ4589  ___________________________________________________________________
 AJ4589  X           -   1,177,856.469 (meters)                     COMP
 AJ4589  Y           -  -4,892,654.702 (meters)                     COMP
 AJ4589  Z           -   3,905,380.052 (meters)                     COMP
 AJ4589  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 AJ4589  ELLIP HEIGHT-         -33.79  (meters)          (07/14/04) GPS OBS
 AJ4589  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AJ4589
 AJ4589  HORZ ORDER  -  A
 AJ4589  ELLP ORDER  -  THIRD     CLASS II
 AJ4589
 AJ4589.The horizontal coordinates were established by GPS observations
 AJ4589.and adjusted by the National Geodetic Survey in July 2004..
 AJ4589
 AJ4589.The orthometric height was determined by GPS observations and a
 AJ4589.high-resolution geoid model.
 AJ4589
 AJ4589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4589
 AJ4589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4589
 AJ4589.The ellipsoidal height was determined by GPS observations
 AJ4589.and is referenced to NAD 83.
 AJ4589
 AJ4589.The geoid height was determined by GEOID03.
 AJ4589
 AJ4589;                    North         East     Units Scale Factor Converg.
 AJ4589;SPC VA S     - 1,186,838.737 3,678,798.001   MT  1.00000616   +1 14 08.1
 AJ4589;SPC VA S     - 3,893,820.09 12,069,523.11   sFT  1.00000616   +1 14 08.1
 AJ4589;UTM  18      - 4,206,771.754   371,443.109   MT  0.99980355   -0 54 05.6
 AJ4589
 AJ4589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4589!SPC VA S     -   1.00000530  x   1.00000616  =   1.00001146
 AJ4589!UTM  18      -   1.00000530  x   0.99980355  =   0.99980885
 AJ4589
 AJ4589                          SUPERSEDED SURVEY CONTROL
 AJ4589
 AJ4589  NAD 83(1993)-  37 59 58.22574(N)    076 27 51.11101(W) AD(       ) A
 AJ4589  ELLIP H (08/14/01)  -33.79   (m)                       GP(       ) 4 1
 AJ4589
 AJ4589.Superseded values are not recommended for survey control.
 AJ4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4589.See file dsdata.txt to determine how the superseded data were derived.
 AJ4589
 AJ4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7144306772(NAD 83)
 AJ4589_MARKER: DD = SURVEY DISK
 AJ4589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4589_STAMPING: 5750 J 1979
 AJ4589_MARK LOGO: NOS   
 AJ4589_PROJECTION: FLUSH
 AJ4589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4589+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AJ4589_ROD/PIPE-DEPTH: 11   meters
 AJ4589
 AJ4589  HISTORY     - Date     Condition        Report By
 AJ4589  HISTORY     - 1979     MONUMENTED       NOS
 AJ4589  HISTORY     - 20000216 GOOD             NGS
 AJ4589  HISTORY     - 20020403 GOOD             GEOMET
 AJ4589  HISTORY     - 20051026 GOOD             USPSQD
 AJ4589
 AJ4589                          STATION DESCRIPTION
 AJ4589
 AJ4589'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 AJ4589'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 AJ4589'STATION IS LOCATED IN LEWISETTA ALONG THE EAST SIDE OF CHURCH STREET,
 AJ4589'NORTHWEST OF THE NORTHWEST CORNER OF THE METHODIST CHURCH AND ON THE
 AJ4589'WEST SIDE OF A POWER POLE.  TO REACH THE STATION FROM THE JUNCTION OF
 AJ4589'STATE HIGHWAY 360 AND STATE ROAD 624 LOCATED BETWEEN LOTTSBURG AND
 AJ4589'CALLAO, GO NORTHEAST ON STATE ROAD 624 (LEWISETTA ROAD) FOR 9.57 KM
 AJ4589'(5.95 MI) TO THE JUNCTION OF CHURCH STREET ON THE RIGHT, AT THE
 AJ4589'NORTHWEST SIDE OF THE SMALL COMMUNITY OF LEWISETTA, TURN RIGHT, SOUTH
 AJ4589'ON CHURCH STREET FOR 0.25 KM (0.15 MI) TO THE STATION ON THE LEFT ON
 AJ4589'THE WEST SIDE OF A POWER POLE NORTHWEST OF THE NORTHWEST CORNER OF A
 AJ4589'CHURCH.  THE STATION IS AN NOS DISK CRIMPED TO THE TOP OF A STAINLESS
 AJ4589'STEEL ROD ENCASED IN A 10 CM PVC PIPE SURROUNDED BY CONCRETE ABOUT 5
 AJ4589'CM BELOW THE GROUND, LOCATED 16.12 M (52.89 FT) NORTHWEST OF THE
 AJ4589'NORTHWEST CORNER OF THE CHURCH, 13.72 M (45.01 FT) NORTH OF THE NORTH
 AJ4589'EDGE OF THE CONCRETE ENTRANCE WALK OF THE CHURCH, 5.18 M (16.99 FT)
 AJ4589'EAST OF THE CENTER OF THE ROAD AND 0.58 M (1.90 FT) WEST OF A POWER
 AJ4589'POLE WITH A METAL WITNESS POST ATTACHED.
 AJ4589
 AJ4589                          STATION RECOVERY (2000)
 AJ4589
 AJ4589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AJ4589'STATION IS LOCATED AT THE LEWISETTA MARINA AT THE TOWN OF LEWISETTA
 AJ4589'WHICH IS 6.8 MI (10.9 KM) SOUTHEAST OF KINSALE, 6.8 MI (10.9 KM) NORTH
 AJ4589'OF HEATHVILLE AND 5.4 MI (8.7 KM) ENE OF CALLAO.  TO REACH FROM THE
 AJ4589'INTERSECTION OF STATE ROUTES 360 AND COUNTY ROAD 624 ABOUT 1.7 MI (2.7
 AJ4589'KM) EAST OF CALLAO, DRIVE NORTH ON COUNTRY ROAD 624 TO THE LEWISETTA
 AJ4589'MARINA AND TRIGGS STORE.  THE BENCH MARK IS LOCATED ON THE EAST SIDE
 AJ4589'OF COUNTRY ROAD 624 AT THE LEWISETTA CHAPEL.  IT IS 52.7 FT (16.1 M)
 AJ4589'NW OF THE NORTH CORNER OF THE CHAPEL, 17.0 FT (5.2 M) E OF THE
 AJ4589'CENTERLINE OF COUNTRY ROAD 624 AND 1.8 FT (0.5 M) WEST OF A UTILITY
 AJ4589'POLE.
 AJ4589
 AJ4589                          STATION RECOVERY (2002)
 AJ4589
 AJ4589'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (MAJ)
 AJ4589'RECOVERED IN GOOD CONDITION.
 AJ4589
 AJ4589                          STATION RECOVERY (2005)
 AJ4589
 AJ4589'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 AJ4589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0157 ***********************************************************************
 GV0157  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0157  DESIGNATION -  863 5750 TIDAL 2
 GV0157  PID         -  GV0157
 GV0157  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0157  USGS QUAD   -  HEATHSVILLE (1992)
 GV0157
 GV0157                         *CURRENT SURVEY CONTROL
 GV0157  ___________________________________________________________________
 GV0157* NAD 83(1986)-  37 59 47.     (N)    076 27 51.     (W)     SCALED    
 GV0157* NAVD 88     -         1.054  (meters)       3.46   (feet)  ADJUSTED  
 GV0157  ___________________________________________________________________
 GV0157  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 GV0157  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 GV0157  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 GV0157
 GV0157  VERT ORDER  -  FIRST     CLASS I
 GV0157
 GV0157.The horizontal coordinates were scaled from a topographic map and have
 GV0157.an estimated accuracy of +/- 6 seconds.
 GV0157
 GV0157.The orthometric height was determined by differential leveling
 GV0157.and adjusted by the National Geodetic Survey in June 1991..
 GV0157
 GV0157.This Tidal Bench Mark is designated as VM 494
 GV0157.by the Center for Operational Oceanographic Products and Services.
 GV0157
 GV0157.The geoid height was determined by GEOID03.
 GV0157
 GV0157.The dynamic height is computed by dividing the NAVD 88
 GV0157.geopotential number by the normal gravity value computed on the
 GV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0157.degrees latitude (g = 980.6199 gals.).
 GV0157
 GV0157.The modeled gravity was interpolated from observed gravity values.
 GV0157
 GV0157;                    North         East    Units  Estimated Accuracy
 GV0157;SPC VA S     - 1,186,490.    3,678,810.      MT  (+/- 180 meters Scaled)
 GV0157
 GV0157                          SUPERSEDED SURVEY CONTROL
 GV0157
 GV0157  NGVD 29 (??/??/??)    1.300  (m)            4.27   (f) ADJUSTED    1 1
 GV0157
 GV0157.Superseded values are not recommended for survey control.
 GV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0157.See file dsdata.txt to determine how the superseded data were derived.
 GV0157
 GV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH714064(NAD 83)
 GV0157_MARKER: DJ = TIDAL STATION DISK
 GV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0157_STAMPING: NO 2 1959
 GV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0157+STABILITY: SURFACE MOTION
 GV0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0157+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 GV0157
 GV0157  HISTORY     - Date     Condition        Report By
 GV0157  HISTORY     - 1959     MONUMENTED       CGS
 GV0157  HISTORY     - 1971     GOOD             NGS
 GV0157  HISTORY     - 19890120 GOOD             USPSQD
 GV0157  HISTORY     - 19910817 GOOD             USPSQD
 GV0157  HISTORY     - 19940530 GOOD             USPSQD
 GV0157  HISTORY     - 20020307 GOOD             USPSQD
 GV0157
 GV0157                          STATION DESCRIPTION
 GV0157
 GV0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0157'AT LEWISETTA.
 GV0157'AT LEWISETTA, 111.0 FEET NORTHWEST OF THE WEST CORNER OF THE
 GV0157'J.W. TRIGG STORE AND POST OFFICE BUILDING, 77.3 FEET SOUTHEAST
 GV0157'OF THE SOUTH WALL OF A FRAME BUILDING, 33.2 FEET SOUTHEAST OF THE
 GV0157'SOUTH CORNER OF A 5- X 6-FOOT CONCRETE BLOCK SHELTER FOR AN
 GV0157'ARTESIAN WELL, 29 FEET EAST-NORTHEAST OF A POWER POLE, 24.5 FEET
 GV0157'SOUTH OF THE WEST CORNER OF A SHED, AND SET IN THE TOP OF A
 GV0157'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 GV0157
 GV0157                          STATION RECOVERY (1989)
 GV0157
 GV0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0157'RECOVERED IN GOOD CONDITION.
 GV0157
 GV0157                          STATION RECOVERY (1991)
 GV0157
 GV0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0157'RECOVERED IN GOOD CONDITION.
 GV0157
 GV0157                          STATION RECOVERY (1994)
 GV0157
 GV0157'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0157'RECOVERED IN GOOD CONDITION.
 GV0157
 GV0157                          STATION RECOVERY (2002)
 GV0157
 GV0157'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0090 ***********************************************************************
 GV0090  DESIGNATION -  863 6580 TIDAL 1
 GV0090  PID         -  GV0090
 GV0090  STATE/COUNTY-  VA/LANCASTER
 GV0090  USGS QUAD   -  DELTAVILLE (1992)
 GV0090
 GV0090                         *CURRENT SURVEY CONTROL
 GV0090  ___________________________________________________________________
 GV0090* NAD 83(1986)-  37 36 58.     (N)    076 17 32.     (W)     SCALED    
 GV0090* NAVD 88     -         1.333  (meters)       4.37   (feet)  ADJUSTED  
 GV0090  ___________________________________________________________________
 GV0090  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV0090  DYNAMIC HT  -           1.332 (meters)       4.37  (feet)  COMP
 GV0090  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV0090
 GV0090  VERT ORDER  -  FIRST     CLASS I
 GV0090
 GV0090.The horizontal coordinates were scaled from a topographic map and have
 GV0090.an estimated accuracy of +/- 6 seconds.
 GV0090
 GV0090.The orthometric height was determined by differential leveling
 GV0090.and adjusted by the National Geodetic Survey in June 1991..
 GV0090
 GV0090.The geoid height was determined by GEOID03.
 GV0090
 GV0090.The dynamic height is computed by dividing the NAVD 88
 GV0090.geopotential number by the normal gravity value computed on the
 GV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0090.degrees latitude (g = 980.6199 gals.).
 GV0090
 GV0090.The modeled gravity was interpolated from observed gravity values.
 GV0090
 GV0090;                    North         East    Units  Estimated Accuracy
 GV0090;SPC VA S     - 1,144,640.    3,694,890.      MT  (+/- 180 meters Scaled)
 GV0090
 GV0090                          SUPERSEDED SURVEY CONTROL
 GV0090
 GV0090  NGVD 29 (??/??/??)    1.575  (m)            5.17   (f) ADJUSTED    1 1
 GV0090
 GV0090.Superseded values are not recommended for survey control.
 GV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0090.See file dsdata.txt to determine how the superseded data were derived.
 GV0090
 GV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG859640(NAD 83)
 GV0090_MARKER: DJ = TIDAL STATION DISK
 GV0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0090_SP_SET: STEP
 GV0090_STAMPING: NO 1 1970
 GV0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0090
 GV0090  HISTORY     - Date     Condition        Report By
 GV0090  HISTORY     - 1970     MONUMENTED       NGS
 GV0090  HISTORY     - 1971     GOOD             NGS
 GV0090  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0090  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV0090  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV0090  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 GV0090  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 GV0090  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV0090
 GV0090                          STATION DESCRIPTION
 GV0090
 GV0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0090'7.4 MI SE FROM WHITE STONE.
 GV0090'ABOUT 7.35 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION
 GV0090'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT WINDMILL POINT, SET
 GV0090'IN THE TOP OF THE CONCRETE STEP AT THE SOUTHEAST SIDE OF A
 GV0090'RESTAURANT AND SERVICE STATION, 11.4 FEET NORTH OF THE NORTH
 GV0090'CORNER OF BOAT HOUSE A, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 GV0090'GROUND.
 GV0090
 GV0090                          STATION RECOVERY (1987)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0090'MARK NOT FOUND.
 GV0090
 GV0090                          STATION RECOVERY (1991)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM)
 GV0090'MARK NOT FOUND.
 GV0090
 GV0090                          STATION RECOVERY (1994)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0090'MARK NOT FOUND.
 GV0090
 GV0090                          STATION RECOVERY (1998)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0090'MARK NOT FOUND.
 GV0090
 GV0090                          STATION RECOVERY (2001)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 GV0090'STATION NOT FOUND. QUESTIONING THE WINDMILL POINT PERSONNEL REVEALED
 GV0090'THAT THE RESTAURANT AND SERVICE STATION WERE DESTROYED MANY YEARS AGO.
 GV0090'STATION CAN BE CONSIDERED DESTROYED.
 GV0090
 GV0090                          STATION RECOVERY (2002)
 GV0090
 GV0090'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0088 ***********************************************************************
 GV0088  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0088  DESIGNATION -  863 6580 TIDAL 2
 GV0088  PID         -  GV0088
 GV0088  STATE/COUNTY-  VA/LANCASTER
 GV0088  USGS QUAD   -  DELTAVILLE (1992)
 GV0088
 GV0088                         *CURRENT SURVEY CONTROL
 GV0088  ___________________________________________________________________
 GV0088* NAD 83(1986)-  37 36 59.     (N)    076 17 26.     (W)     SCALED    
 GV0088* NAVD 88     -         1.302  (meters)       4.27   (feet)  ADJUSTED  
 GV0088  ___________________________________________________________________
 GV0088  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV0088  DYNAMIC HT  -           1.301 (meters)       4.27  (feet)  COMP
 GV0088  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 GV0088
 GV0088  VERT ORDER  -  FIRST     CLASS I
 GV0088
 GV0088.The horizontal coordinates were scaled from a topographic map and have
 GV0088.an estimated accuracy of +/- 6 seconds.
 GV0088
 GV0088.The orthometric height was determined by differential leveling
 GV0088.and adjusted by the National Geodetic Survey in June 1991..
 GV0088
 GV0088.This Tidal Bench Mark is designated as VM 11254
 GV0088.by the Center for Operational Oceanographic Products and Services.
 GV0088
 GV0088.The geoid height was determined by GEOID03.
 GV0088
 GV0088.The dynamic height is computed by dividing the NAVD 88
 GV0088.geopotential number by the normal gravity value computed on the
 GV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0088.degrees latitude (g = 980.6199 gals.).
 GV0088
 GV0088.The modeled gravity was interpolated from observed gravity values.
 GV0088
 GV0088;                    North         East    Units  Estimated Accuracy
 GV0088;SPC VA S     - 1,144,670.    3,695,040.      MT  (+/- 180 meters Scaled)
 GV0088
 GV0088                          SUPERSEDED SURVEY CONTROL
 GV0088
 GV0088  NGVD 29 (??/??/??)    1.544  (m)            5.07   (f) ADJUSTED    1 1
 GV0088
 GV0088.Superseded values are not recommended for survey control.
 GV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0088.See file dsdata.txt to determine how the superseded data were derived.
 GV0088
 GV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG861640(NAD 83)
 GV0088_MARKER: DJ = TIDAL STATION DISK
 GV0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0088_SP_SET: FOUNDATION
 GV0088_STAMPING: NO 2 1970
 GV0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0088+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 GV0088
 GV0088  HISTORY     - Date     Condition        Report By
 GV0088  HISTORY     - 1970     MONUMENTED       NGS
 GV0088  HISTORY     - 1971     GOOD             NGS
 GV0088  HISTORY     - 1987     GOOD             USPSQD
 GV0088  HISTORY     - 19910414 GOOD             USPSQD
 GV0088  HISTORY     - 19940410 GOOD             USPSQD
 GV0088  HISTORY     - 19980510 GOOD             USPSQD
 GV0088  HISTORY     - 20010816 GOOD             USPSQD
 GV0088  HISTORY     - 20020824 GOOD             USPSQD
 GV0088  HISTORY     - 20051110 MARK NOT FOUND   USPSQD
 GV0088
 GV0088                          STATION DESCRIPTION
 GV0088
 GV0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0088'7.4 MI SE FROM WHITE STONE.
 GV0088'ABOUT 7.35 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION
 GV0088'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT WINDMILL POINT MARINA,
 GV0088'SET IN THE EAST CONCRETE FOUNDATION FOR A LARGE TEXACO SIGN,
 GV0088'1.5 FEET EAST OF THE MOST EASTERLY OF 3 LEGS FOR THE SIGN, AND
 GV0088'ABOUT 1/2 FOOT ABOVE THE SURFACE OF THE GROUND.
 GV0088
 GV0088                          STATION RECOVERY (1987)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0088'RECOVERED IN GOOD CONDITION.
 GV0088
 GV0088                          STATION RECOVERY (1991)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM)
 GV0088'RECOVERED IN GOOD CONDITION.
 GV0088
 GV0088                          STATION RECOVERY (1994)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0088'RECOVERED IN GOOD CONDITION.
 GV0088
 GV0088                          STATION RECOVERY (1998)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0088'RECOVERED IN GOOD CONDITION.
 GV0088
 GV0088                          STATION RECOVERY (2001)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 GV0088'STATION RECOVERED IN GOOD CONDITION. IT SHOULD BE NOTED THAT TEXACO
 GV0088'SIGN IS NOW NOTHING MORE THAN THREE METAL POLES WITH A METAL BAR
 GV0088'RUNNING ACROSS THE TOP.
 GV0088
 GV0088                          STATION RECOVERY (2002)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0088'RECOVERED IN GOOD CONDITION.
 GV0088
 GV0088                          STATION RECOVERY (2005)
 GV0088
 GV0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0088'TEXACO SIGN HAS BEEN REMOVED AND MARK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0087 ***********************************************************************
 GV0087  DESIGNATION -  863 6580 TIDAL 3
 GV0087  PID         -  GV0087
 GV0087  STATE/COUNTY-  VA/LANCASTER
 GV0087  USGS QUAD   -  DELTAVILLE (1992)
 GV0087
 GV0087                         *CURRENT SURVEY CONTROL
 GV0087  ___________________________________________________________________
 GV0087* NAD 83(1986)-  37 36 56.     (N)    076 17 30.     (W)     SCALED    
 GV0087* NAVD 88     -         2.460  (meters)       8.07   (feet)  ADJUSTED  
 GV0087  ___________________________________________________________________
 GV0087  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV0087  DYNAMIC HT  -           2.459 (meters)       8.07  (feet)  COMP
 GV0087  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV0087
 GV0087  VERT ORDER  -  FIRST     CLASS I
 GV0087
 GV0087.The horizontal coordinates were scaled from a topographic map and have
 GV0087.an estimated accuracy of +/- 6 seconds.
 GV0087
 GV0087.The orthometric height was determined by differential leveling
 GV0087.and adjusted by the National Geodetic Survey in June 1991..
 GV0087
 GV0087.The geoid height was determined by GEOID03.
 GV0087
 GV0087.The dynamic height is computed by dividing the NAVD 88
 GV0087.geopotential number by the normal gravity value computed on the
 GV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0087.degrees latitude (g = 980.6199 gals.).
 GV0087
 GV0087.The modeled gravity was interpolated from observed gravity values.
 GV0087
 GV0087;                    North         East    Units  Estimated Accuracy
 GV0087;SPC VA S     - 1,144,580.    3,694,950.      MT  (+/- 180 meters Scaled)
 GV0087
 GV0087                          SUPERSEDED SURVEY CONTROL
 GV0087
 GV0087  NGVD 29 (??/??/??)    2.702  (m)            8.86   (f) ADJUSTED    1 1
 GV0087
 GV0087.Superseded values are not recommended for survey control.
 GV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0087.See file dsdata.txt to determine how the superseded data were derived.
 GV0087
 GV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG860639(NAD 83)
 GV0087_MARKER: DJ = TIDAL STATION DISK
 GV0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0087_SP_SET: PUMPHOUSE ROOF
 GV0087_STAMPING: NO 3 1970
 GV0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0087
 GV0087  HISTORY     - Date     Condition        Report By
 GV0087  HISTORY     - 1970     MONUMENTED       NGS
 GV0087  HISTORY     - 1971     GOOD             NGS
 GV0087  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV0087
 GV0087                          STATION DESCRIPTION
 GV0087
 GV0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0087'7.4 MI SE FROM WHITE STONE.
 GV0087'ABOUT 7.35 MILES SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION
 GV0087'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT WINDMILL POINT
 GV0087'MARINA, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE PUMPHOUSE
 GV0087'ROOF AT THE SOUTH SIDE OF THE SWIMMING POOL, 27 FEET SOUTH OF THE
 GV0087'SOUTH FENCE AROUND THE POOL, AND ABOUT 2 FEET ABOVE THE GROUND.
 GV0087
 GV0087                          STATION RECOVERY (1991)
 GV0087
 GV0087'RECOVERY NOTE BY US POWER SQUADRON 1991 (CTM)
 GV0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0237 ***********************************************************************
 GV0237  DESIGNATION -  863 6769 TIDAL 6
 GV0237  PID         -  GV0237
 GV0237  STATE/COUNTY-  VA/KING WILLIAM
 GV0237  USGS QUAD   -  WEST POINT (1986)
 GV0237
 GV0237                         *CURRENT SURVEY CONTROL
 GV0237  ___________________________________________________________________
 GV0237* NAD 83(1986)-  37 31 54.     (N)    076 47 42.     (W)     SCALED    
 GV0237* NAVD 88     -         3.923  (meters)      12.87   (feet)  ADJUSTED  
 GV0237  ___________________________________________________________________
 GV0237  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0237  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 GV0237  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 GV0237
 GV0237  VERT ORDER  -  FIRST     CLASS I
 GV0237
 GV0237.The horizontal coordinates were scaled from a topographic map and have
 GV0237.an estimated accuracy of +/- 6 seconds.
 GV0237
 GV0237.The orthometric height was determined by differential leveling
 GV0237.and adjusted by the National Geodetic Survey in June 1991..
 GV0237
 GV0237.The geoid height was determined by GEOID03.
 GV0237
 GV0237.The dynamic height is computed by dividing the NAVD 88
 GV0237.geopotential number by the normal gravity value computed on the
 GV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0237.degrees latitude (g = 980.6199 gals.).
 GV0237
 GV0237.The modeled gravity was interpolated from observed gravity values.
 GV0237
 GV0237;                    North         East    Units  Estimated Accuracy
 GV0237;SPC VA S     - 1,134,350.    3,650,690.      MT  (+/- 180 meters Scaled)
 GV0237
 GV0237                          SUPERSEDED SURVEY CONTROL
 GV0237
 GV0237  NGVD 29 (??/??/??)    4.159  (m)           13.64   (f) ADJUSTED    1 1
 GV0237
 GV0237.Superseded values are not recommended for survey control.
 GV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0237.See file dsdata.txt to determine how the superseded data were derived.
 GV0237
 GV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414553(NAD 83)
 GV0237_MARKER: DJ = TIDAL STATION DISK
 GV0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0237_SP_SET: CONCRETE FOOTING
 GV0237_STAMPING: NO 6 1936
 GV0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0237+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0237
 GV0237  HISTORY     - Date     Condition        Report By
 GV0237  HISTORY     - 1936     MONUMENTED       CGS
 GV0237  HISTORY     - 1978     GOOD             DMA
 GV0237  HISTORY     - 1990     GOOD             USPSQD
 GV0237  HISTORY     - 19990325 GOOD             USPSQD
 GV0237  HISTORY     - 20031106 GOOD             USPSQD
 GV0237  HISTORY     - 20060218 GOOD             USPSQD
 GV0237
 GV0237                          STATION DESCRIPTION
 GV0237
 GV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GV0237'0.25 MI SW FROM AT WEST POINT.
 GV0237'ABOUT 0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT WEST
 GV0237'POINT, AT THE CITY WATER TOWER WHICH IS MIDWAY BETWEEN 6 TH AND 7 TH
 GV0237'STREET, 142 1/2 FEET NORTH OF THE CENTERLINE OF 6 TH STREET, 11 1/2
 GV0237'FEET WEST OF THE CENTERLINE OF AN ALLEY, 3 1/2 FEET SOUTHWEST OF A
 GV0237'PIPE CORNER POST WITH A CHAIN LINK FENCE SURROUNDING THE WATER TOWER,
 GV0237'SET ON THE TOP OF THE EAST CORNER OF THE NORTHEAST CONCRETE FOOTING
 GV0237'FOR WATER TOWER AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 GV0237
 GV0237                          STATION RECOVERY (1978)
 GV0237
 GV0237'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0237'RECOVERED IN GOOD CONDITION.
 GV0237
 GV0237                          STATION RECOVERY (1990)
 GV0237
 GV0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0237'RECOVERED IN GOOD CONDITION.
 GV0237
 GV0237                          STATION RECOVERY (1999)
 GV0237
 GV0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0237'RECOVERED IN GOOD CONDITION.
 GV0237
 GV0237                          STATION RECOVERY (2003)
 GV0237
 GV0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0237'863-6769 TIDAL6 THIS MARK IS LOCATED ON WATERTANK FOOTING AT LAT 37 31
 GV0237'52.4 AND LON 076 47 48.3. SEE PICTURE ALSO SHOWING GV0237 ON FOOTING.
 GV0237
 GV0237                          STATION RECOVERY (2006)
 GV0237
 GV0237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0843 ***********************************************************************
 GV0843  DESIGNATION -  863 6769 TIDAL 7
 GV0843  PID         -  GV0843
 GV0843  STATE/COUNTY-  VA/KING WILLIAM
 GV0843  USGS QUAD   -  WEST POINT (1986)
 GV0843
 GV0843                         *CURRENT SURVEY CONTROL
 GV0843  ___________________________________________________________________
 GV0843* NAD 83(1986)-  37 32 00.     (N)    076 47 44.     (W)     SCALED    
 GV0843* NAVD 88     -         3.261  (meters)      10.70   (feet)  ADJUSTED  
 GV0843  ___________________________________________________________________
 GV0843  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV0843  DYNAMIC HT  -           3.259 (meters)      10.69  (feet)  COMP
 GV0843  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 GV0843
 GV0843  VERT ORDER  -  FIRST     CLASS I
 GV0843
 GV0843.The horizontal coordinates were scaled from a topographic map and have
 GV0843.an estimated accuracy of +/- 6 seconds.
 GV0843
 GV0843.The orthometric height was determined by differential leveling
 GV0843.and adjusted by the National Geodetic Survey in June 1991..
 GV0843
 GV0843.The geoid height was determined by GEOID03.
 GV0843
 GV0843.The dynamic height is computed by dividing the NAVD 88
 GV0843.geopotential number by the normal gravity value computed on the
 GV0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0843.degrees latitude (g = 980.6199 gals.).
 GV0843
 GV0843.The modeled gravity was interpolated from observed gravity values.
 GV0843
 GV0843;                    North         East    Units  Estimated Accuracy
 GV0843;SPC VA S     - 1,134,530.    3,650,630.      MT  (+/- 180 meters Scaled)
 GV0843
 GV0843                          SUPERSEDED SURVEY CONTROL
 GV0843
 GV0843  NGVD 29 (??/??/??)    3.496  (m)           11.47   (f) ADJUSTED    1 1
 GV0843
 GV0843.Superseded values are not recommended for survey control.
 GV0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0843.See file dsdata.txt to determine how the superseded data were derived.
 GV0843
 GV0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG413555(NAD 83)
 GV0843_MARKER: DJ = TIDAL STATION DISK
 GV0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0843_SP_SET: FOUNDATION
 GV0843_STAMPING: NO 7 1936
 GV0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0843+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0843
 GV0843  HISTORY     - Date     Condition        Report By
 GV0843  HISTORY     - 1936     MONUMENTED       CGS
 GV0843  HISTORY     - 1971     GOOD             NGS
 GV0843  HISTORY     - 1978     GOOD             DMA
 GV0843  HISTORY     - 1990     GOOD             USPSQD
 GV0843  HISTORY     - 19990325 GOOD             USPSQD
 GV0843  HISTORY     - 20031106 GOOD             USPSQD
 GV0843  HISTORY     - 20060218 GOOD             USPSQD
 GV0843
 GV0843                          STATION DESCRIPTION
 GV0843
 GV0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0843'AT WEST POINT.
 GV0843'AT WEST POINT, ABOUT 0.15 MILE SOUTH ALONG MAIN STREET FROM THE
 GV0843'POST OFFICE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 GV0843'AND 8 TH STREET, 35.5 FEET EAST OF THE CENTER LINE OF MAIN
 GV0843'STREET, 25 FEET NORTH OF THE CENTER LINE OF 8 TH STREET, SET
 GV0843'VERTICALLY IN THE SOUTH FACE OF THE LIMESTONE FOUNDATION OF THE
 GV0843'CITIZEN AND FARMERS BANK, 1 FOOT EAST OF THE SOUTHWEST CORNER OF
 GV0843'THE BUILDING AND 1.1 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 GV0843
 GV0843                          STATION RECOVERY (1978)
 GV0843
 GV0843'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0843'RECOVERED IN GOOD CONDITION.
 GV0843
 GV0843                          STATION RECOVERY (1990)
 GV0843
 GV0843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0843'RECOVERED IN GOOD CONDITION.
 GV0843
 GV0843                          STATION RECOVERY (1999)
 GV0843
 GV0843'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0843'RECOVERED IN GOOD CONDITION.
 GV0843
 GV0843                          STATION RECOVERY (2003)
 GV0843
 GV0843'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0843'RECOVERED IN GOOD CONDITION.
 GV0843
 GV0843                          STATION RECOVERY (2006)
 GV0843
 GV0843'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0841 ***********************************************************************
 GV0841  DESIGNATION -  863 6769 TIDAL 8
 GV0841  PID         -  GV0841
 GV0841  STATE/COUNTY-  VA/KING WILLIAM
 GV0841  USGS QUAD   -  WEST POINT (1986)
 GV0841
 GV0841                         *CURRENT SURVEY CONTROL
 GV0841  ___________________________________________________________________
 GV0841* NAD 83(1986)-  37 32 05.     (N)    076 47 46.     (W)     SCALED    
 GV0841* NAVD 88     -         4.030  (meters)      13.22   (feet)  ADJUSTED  
 GV0841  ___________________________________________________________________
 GV0841  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV0841  DYNAMIC HT  -           4.027 (meters)      13.21  (feet)  COMP
 GV0841  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 GV0841  OBS GRAVITY -     979,944.3   (mgal)                       GRAV_OBS
 GV0841
 GV0841  VERT ORDER  -  FIRST     CLASS I
 GV0841
 GV0841.The horizontal coordinates were scaled from a topographic map and have
 GV0841.an estimated accuracy of +/- 6 seconds.
 GV0841
 GV0841.The orthometric height was determined by differential leveling
 GV0841.and adjusted by the National Geodetic Survey in June 1991..
 GV0841
 GV0841.The geoid height was determined by GEOID03.
 GV0841
 GV0841.The dynamic height is computed by dividing the NAVD 88
 GV0841.geopotential number by the normal gravity value computed on the
 GV0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0841.degrees latitude (g = 980.6199 gals.).
 GV0841
 GV0841.The modeled gravity was interpolated from observed gravity values.
 GV0841.The observed gravity was obtained from relative gravimeter ties
 GV0841.to the IGSN71 gravity network.
 GV0841
 GV0841;                    North         East    Units  Estimated Accuracy
 GV0841;SPC VA S     - 1,134,680.    3,650,580.      MT  (+/- 180 meters Scaled)
 GV0841
 GV0841                          SUPERSEDED SURVEY CONTROL
 GV0841
 GV0841  NGVD 29 (??/??/??)    4.265  (m)           13.99   (f) ADJUSTED    1 1
 GV0841
 GV0841.Superseded values are not recommended for survey control.
 GV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0841.See file dsdata.txt to determine how the superseded data were derived.
 GV0841
 GV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG413557(NAD 83)
 GV0841_MARKER: DJ = TIDAL STATION DISK
 GV0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0841_SP_SET: STEPS
 GV0841_STAMPING: NO 8 1936
 GV0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0841+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0841
 GV0841  HISTORY     - Date     Condition        Report By
 GV0841  HISTORY     - 1936     MONUMENTED       CGS
 GV0841  HISTORY     - 1971     GOOD             NGS
 GV0841  HISTORY     - 1978     GOOD             DMA
 GV0841  HISTORY     - 1990     GOOD             USPSQD
 GV0841  HISTORY     - 19990325 GOOD             USPSQD
 GV0841  HISTORY     - 20031106 GOOD             USPSQD
 GV0841  HISTORY     - 20060218 GOOD             USPSQD
 GV0841
 GV0841                          STATION DESCRIPTION
 GV0841
 GV0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0841'AT WEST POINT.
 GV0841'AT WEST POINT, AT THE MAIN (EAST) ENTRANCE TO THE POST OFFICE
 GV0841'BUILDING, 37.5 FEET WEST OF THE CENTER LINE OF MAIN STREET, 58
 GV0841'FEET SOUTH OF THE CENTER LINE OF 10 TH STREET, 3.8 FEET EAST OF
 GV0841'THE EAST FACE OF THE BUILDING, SET IN THE TOP OF THE NORTH END
 GV0841'OF THE TOP OF THE 6 TH GRANITE STEP UP FROM THE SIDEWALK, 0.8
 GV0841'FOOT SOUTH OF THE BASE OF A ROUND LIMESTONE PILLAR AND 3 FEET
 GV0841'ABOVE THE LEVEL OF THE GROUND.
 GV0841
 GV0841                          STATION RECOVERY (1978)
 GV0841
 GV0841'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0841'RECOVERED IN GOOD CONDITION.
 GV0841
 GV0841                          STATION RECOVERY (1990)
 GV0841
 GV0841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0841'RECOVERED IN GOOD CONDITION.
 GV0841
 GV0841                          STATION RECOVERY (1999)
 GV0841
 GV0841'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0841'RECOVERED IN GOOD CONDITION.
 GV0841
 GV0841                          STATION RECOVERY (2003)
 GV0841
 GV0841'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0841'RECOVERED IN GOOD CONDITION.
 GV0841
 GV0841                          STATION RECOVERY (2006)
 GV0841
 GV0841'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4590 ***********************************************************************
 AJ4590  FBN         -  This is a Federal Base Network Control Station.
 AJ4590  DESIGNATION -  863 7624 K TIDAL
 AJ4590  PID         -  AJ4590
 AJ4590  STATE/COUNTY-  VA/GLOUCESTER
 AJ4590  USGS QUAD   -  POQUOSON WEST (1983)
 AJ4590
 AJ4590                         *CURRENT SURVEY CONTROL
 AJ4590  ___________________________________________________________________
 AJ4590* NAD 83(1993)-  37 14 58.59997(N)    076 29 57.63750(W)     ADJUSTED  
 AJ4590* NAVD 88     -        10.2    (meters)      33.     (feet)  GPS OBS   
 AJ4590  ___________________________________________________________________
 AJ4590  X           -   1,186,718.518 (meters)                     COMP
 AJ4590  Y           -  -4,942,788.968 (meters)                     COMP
 AJ4590  Z           -   3,839,464.974 (meters)                     COMP
 AJ4590  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 AJ4590  ELLIP HEIGHT-         -25.56  (meters)          (07/14/04) GPS OBS
 AJ4590  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AJ4590
 AJ4590  HORZ ORDER  -  A
 AJ4590  ELLP ORDER  -  THIRD     CLASS II
 AJ4590
 AJ4590.The horizontal coordinates were established by GPS observations
 AJ4590.and adjusted by the National Geodetic Survey in July 2004..
 AJ4590
 AJ4590.The orthometric height was determined by GPS observations and a
 AJ4590.high-resolution geoid model.
 AJ4590
 AJ4590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4590
 AJ4590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4590
 AJ4590.The ellipsoidal height was determined by GPS observations
 AJ4590.and is referenced to NAD 83.
 AJ4590
 AJ4590.The geoid height was determined by GEOID03.
 AJ4590
 AJ4590;                    North         East     Units Scale Factor Converg.
 AJ4590;SPC VA S     - 1,103,564.053 3,677,475.342   MT  0.99994751   +1 12 51.3
 AJ4590;SPC VA S     - 3,620,609.73 12,065,183.68   sFT  0.99994751   +1 12 51.3
 AJ4590;UTM  18      - 4,123,616.371   367,027.544   MT  0.99981781   -0 54 27.6
 AJ4590
 AJ4590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4590!SPC VA S     -   1.00000401  x   0.99994751  =   0.99995152
 AJ4590!UTM  18      -   1.00000401  x   0.99981781  =   0.99982182
 AJ4590
 AJ4590                          SUPERSEDED SURVEY CONTROL
 AJ4590
 AJ4590  NAD 83(1993)-  37 14 58.59966(N)    076 29 57.63777(W) AD(       ) A
 AJ4590  ELLIP H (08/14/01)  -25.55   (m)                       GP(       ) 4 1
 AJ4590
 AJ4590.Superseded values are not recommended for survey control.
 AJ4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4590.See file dsdata.txt to determine how the superseded data were derived.
 AJ4590
 AJ4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6702823616(NAD 83)
 AJ4590_MARKER: DJ = TIDAL STATION DISK
 AJ4590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4590_STAMPING: 7624 K 1980
 AJ4590_MARK LOGO: NOS   
 AJ4590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4590+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 AJ4590
 AJ4590  HISTORY     - Date     Condition        Report By
 AJ4590  HISTORY     - 1980     MONUMENTED       NOS
 AJ4590  HISTORY     - 20060214 GOOD             USPSQD
 AJ4590
 AJ4590                          STATION DESCRIPTION
 AJ4590
 AJ4590'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 AJ4590'THE STATION IS LOCATED IN GLOUCESTER POINT AT THE Y JUNCTION OF GREATE
 AJ4590'ROAD AND SPENCER ROAD ON THE SOUTHWEST SIDE OF A FIRE HYDRANT.  TO
 AJ4590'REACH THE STATION FROM THE NORTH END OF THE US HIGHWAY 17 BRIDGE OVER
 AJ4590'THE YORK RIVER IN GLOUCESTER POINT GO NORTH ON HIGHWAY 17 FOR 0.40 KM
 AJ4590'(0.25 MI) TO THE JUNCTION OF LAFAYETTE HEIGHTS STREET ON THE RIGHT,
 AJ4590'TURN RIGHT, EAST ON LAFAYETTE HIGHTS STREET FOR 0.16 KM (0.10 MI) TO
 AJ4590'THE Y-JUNCTION OF SPENCER ROAD ON THE LEFT AND THE STATION SOUTHWEST
 AJ4590'OF A FIRE HYRDANT.  THE STATION IS AN NOS DISK CRIMPED TO THE TOP OF A
 AJ4590'GALVANIZED STEEL ROD ENCASED IN A 10 CM PVC PIPE ABOUT FLUSH WITH THE
 AJ4590'GROUND, LOCATED 8.9 M (29.2 FT) SOUTHEAST OF THE CENTER OF GREATE
 AJ4590'ROAD, 3.36 M (11.02 FT) SOUTHEAST OF A METAL SIGN POST (GREATE
 AJ4590'ROAD-SPENCER ROAD) , 2.14 M (7.02 FT) SOUTHWEST OF THE SOUTHWEST END
 AJ4590'POST OF A WOOD FENCE WITH A METAL WITNESS POST ATTACHED, 0.9 M (3.0
 AJ4590'FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT.
 AJ4590
 AJ4590                          STATION RECOVERY (2006)
 AJ4590
 AJ4590'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 AJ4590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0196 ***********************************************************************
 GV0196  DESIGNATION -  863 8252 TIDAL 1
 GV0196  PID         -  GV0196
 GV0196  STATE/COUNTY-  VA/C OF HAMPTON
 GV0196  USGS QUAD   -  HAMPTON (1986)
 GV0196
 GV0196                         *CURRENT SURVEY CONTROL
 GV0196  ___________________________________________________________________
 GV0196* NAD 83(1986)-  37 01 01.     (N)    076 20 17.     (W)     SCALED    
 GV0196* NAVD 88     -         1.364  (meters)       4.48   (feet)  ADJUSTED  
 GV0196  ___________________________________________________________________
 GV0196  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 GV0196  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 GV0196  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GV0196
 GV0196  VERT ORDER  -  FIRST     CLASS II
 GV0196
 GV0196.The horizontal coordinates were scaled from a topographic map and have
 GV0196.an estimated accuracy of +/- 6 seconds.
 GV0196
 GV0196.The orthometric height was determined by differential leveling
 GV0196.and adjusted by the National Geodetic Survey in June 1991..
 GV0196
 GV0196.The geoid height was determined by GEOID03.
 GV0196
 GV0196.The dynamic height is computed by dividing the NAVD 88
 GV0196.geopotential number by the normal gravity value computed on the
 GV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0196.degrees latitude (g = 980.6199 gals.).
 GV0196
 GV0196.The modeled gravity was interpolated from observed gravity values.
 GV0196
 GV0196;                    North         East    Units  Estimated Accuracy
 GV0196;SPC VA S     - 1,078,070.    3,692,370.      MT  (+/- 180 meters Scaled)
 GV0196
 GV0196                          SUPERSEDED SURVEY CONTROL
 GV0196
 GV0196  NGVD 29 (??/??/??)    1.707  (m)            5.60   (f) ADJUSTED    1 2
 GV0196
 GV0196.Superseded values are not recommended for survey control.
 GV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0196.See file dsdata.txt to determine how the superseded data were derived.
 GV0196
 GV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF809975(NAD 83)
 GV0196_MARKER: DJ = TIDAL STATION DISK
 GV0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0196_SP_SET: SEA WALL
 GV0196_STAMPING: ELEV 5.922 FT
 GV0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0196
 GV0196  HISTORY     - Date     Condition        Report By
 GV0196  HISTORY     - 1952     MONUMENTED       CGS
 GV0196  HISTORY     - 1952     GOOD             CGS
 GV0196  HISTORY     - 1970     GOOD             NGS
 GV0196  HISTORY     - 1978     GOOD             DMA
 GV0196  HISTORY     - 20051103 GOOD             GEOCAC
 GV0196
 GV0196                          STATION DESCRIPTION
 GV0196
 GV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0196'1.2 MI SE FROM HAMPTON.
 GV0196'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM POST OFFICE AT
 GV0196'HAMPTON, THENCE ABOUT 0.85 MILE SOUTHEAST AND SOUTHWEST ALONG
 GV0196'STREETS THRU GROUNDS OF HAMPTON INSTITUTE TO WEST SIDE OF GROUNDS
 GV0196'OF OLD SOLDIERS HOME, SET VERTICALLY IN THE NORTH FACE AT NORTH
 GV0196'END OF SEA WALL, ABOUT 8 INCHES BELOW TOP OF SEA WALL AND MIDWAY
 GV0196'BETWEEN ITS VERTICAL FACES.
 GV0196
 GV0196                          STATION RECOVERY (1970)
 GV0196
 GV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GV0196'RECOVERED IN GOOD CONDITION.
 GV0196
 GV0196                          STATION RECOVERY (1978)
 GV0196
 GV0196'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0196'RECOVERED IN GOOD CONDITION.
 GV0196
 GV0196                          STATION RECOVERY (2005)
 GV0196
 GV0196'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0196'THE SEAWALL HAS BEEN EXTENDED TO THE NORTH AND THE STATION IS NOW
 GV0196'ABOUT 40 FEET SOUTH OF THE NORTH END.  HANDHELD COORDINATES ARE
 GV0196'N37-01-00.66 W076-20-21.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0193 ***********************************************************************
 GV0193  DESIGNATION -  863 8252 TIDAL 2
 GV0193  PID         -  GV0193
 GV0193  STATE/COUNTY-  VA/C OF HAMPTON
 GV0193  USGS QUAD   -  HAMPTON (1986)
 GV0193
 GV0193                         *CURRENT SURVEY CONTROL
 GV0193  ___________________________________________________________________
 GV0193* NAD 83(1986)-  37 01 02.     (N)    076 20 22.     (W)     SCALED    
 GV0193* NAVD 88     -         1.563  (meters)       5.13   (feet)  ADJUSTED  
 GV0193  ___________________________________________________________________
 GV0193  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 GV0193  DYNAMIC HT  -           1.562 (meters)       5.12  (feet)  COMP
 GV0193  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GV0193
 GV0193  VERT ORDER  -  FIRST     CLASS II
 GV0193
 GV0193.The horizontal coordinates were scaled from a topographic map and have
 GV0193.an estimated accuracy of +/- 6 seconds.
 GV0193
 GV0193.The orthometric height was determined by differential leveling
 GV0193.and adjusted by the National Geodetic Survey in June 1991..
 GV0193
 GV0193.The geoid height was determined by GEOID03.
 GV0193
 GV0193.The dynamic height is computed by dividing the NAVD 88
 GV0193.geopotential number by the normal gravity value computed on the
 GV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0193.degrees latitude (g = 980.6199 gals.).
 GV0193
 GV0193.The modeled gravity was interpolated from observed gravity values.
 GV0193
 GV0193;                    North         East    Units  Estimated Accuracy
 GV0193;SPC VA S     - 1,078,090.    3,692,250.      MT  (+/- 180 meters Scaled)
 GV0193
 GV0193                          SUPERSEDED SURVEY CONTROL
 GV0193
 GV0193  NGVD 29 (??/??/??)    1.906  (m)            6.25   (f) ADJUSTED    1 2
 GV0193
 GV0193.Superseded values are not recommended for survey control.
 GV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0193.See file dsdata.txt to determine how the superseded data were derived.
 GV0193
 GV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF808976(NAD 83)
 GV0193_MARKER: DJ = TIDAL STATION DISK
 GV0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0193_SP_SET: SEA WALL
 GV0193_STAMPING: ELEV 6.562 FT
 GV0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0193
 GV0193  HISTORY     - Date     Condition        Report By
 GV0193  HISTORY     - 1952     MONUMENTED       CGS
 GV0193  HISTORY     - 1970     GOOD             NGS
 GV0193  HISTORY     - 1978     GOOD             DMA
 GV0193  HISTORY     - 20051103 GOOD             GEOCAC
 GV0193
 GV0193                          STATION DESCRIPTION
 GV0193
 GV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0193'1.2 MI SE FROM HAMPTON.
 GV0193'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GV0193'AT HAMPTON, THENCE ABOUT 0.85 MILE SOUTHEAST AND SOUTHWEST ALONG
 GV0193'STREETS THRU HAMPTON INSTITUTE TO WEST SIDE OF GROUNDS OF OLD
 GV0193'SOLDIERS HOME, SET IN THE TOP OF CONCRETE SEA WALL, 55 FEET SOUTH
 GV0193'OF NORTH END OF SEA WALL AND ABOUT 1 FOOT ABOVE GROUND.
 GV0193
 GV0193                          STATION RECOVERY (1970)
 GV0193
 GV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GV0193'RECOVERED IN GOOD CONDITION.
 GV0193
 GV0193                          STATION RECOVERY (1978)
 GV0193
 GV0193'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0193'RECOVERED IN GOOD CONDITION.
 GV0193
 GV0193                          STATION RECOVERY (2005)
 GV0193
 GV0193'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0193'THE SEAWALL HAS BEEN EXTENDED TO THE NORTH AND THE STATION IS NOW
 GV0193'ABOUT 95 FEET SOUTH OF THE NORTH END.  HANDHELD COORDINATES ARE
 GV0193'N37-01-00.18 W076-20-21.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3388 ***********************************************************************
 GV3388  DESIGNATION -  863 8495 TIDAL 10
 GV3388  PID         -  GV3388
 GV3388  STATE/COUNTY-  VA/HENRICO
 GV3388  USGS QUAD   -  RICHMOND (1994)
 GV3388
 GV3388                         *CURRENT SURVEY CONTROL
 GV3388  ___________________________________________________________________
 GV3388* NAD 83(1986)-  37 31 21.     (N)    077 25 02.     (W)     SCALED    
 GV3388* NAVD 88     -         4.164  (meters)      13.66   (feet)  ADJUSTED  
 GV3388  ___________________________________________________________________
 GV3388  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV3388  DYNAMIC HT  -           4.161 (meters)      13.65  (feet)  COMP
 GV3388  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 GV3388
 GV3388  VERT ORDER  -  FIRST     CLASS II
 GV3388
 GV3388.The horizontal coordinates were scaled from a topographic map and have
 GV3388.an estimated accuracy of +/- 6 seconds.
 GV3388
 GV3388.The orthometric height was determined by differential leveling
 GV3388.and adjusted by the National Geodetic Survey in June 1991..
 GV3388
 GV3388.The geoid height was determined by GEOID03.
 GV3388
 GV3388.The dynamic height is computed by dividing the NAVD 88
 GV3388.geopotential number by the normal gravity value computed on the
 GV3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3388.degrees latitude (g = 980.6199 gals.).
 GV3388
 GV3388.The modeled gravity was interpolated from observed gravity values.
 GV3388
 GV3388;                    North         East    Units  Estimated Accuracy
 GV3388;SPC VA S     - 1,132,520.    3,595,710.      MT  (+/- 180 meters Scaled)
 GV3388
 GV3388                          SUPERSEDED SURVEY CONTROL
 GV3388
 GV3388.No superseded survey control is available for this station.
 GV3388
 GV3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG863555(NAD 83)
 GV3388_MARKER: DB = BENCH MARK DISK
 GV3388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GV3388_SP_SET: SIDEWALK
 GV3388_STAMPING: NO 10 1949
 GV3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3388+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 GV3388
 GV3388  HISTORY     - Date     Condition        Report By
 GV3388  HISTORY     - 1949     MONUMENTED       NOS
 GV3388  HISTORY     - 1979     GOOD             NGS
 GV3388  HISTORY     - 19961006 GOOD             USPSQD
 GV3388  HISTORY     - 20001118 GOOD             USPSQD
 GV3388  HISTORY     - 20050202 GOOD             USPSQD
 GV3388
 GV3388                          STATION DESCRIPTION
 GV3388
 GV3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3388'IN RICHMOND.
 GV3388'AT THE INTERSECTION OF ASH AND DOCK STREETS IN RICHMOND,
 GV3388'AT THE NORTH CORNER OF A Y INTERSECTION IN THE SOUTH END
 GV3388'OF A CONCRETE RAMP (SIDEWALK) WITH A HAND RAIL, 23 FEET
 GV3388'WEST OF A BRICK RETAINING WALL FOR MAIN STREET, 22 FEET EAST
 GV3388'OF THE CENTERLINE OF DOCK STREET, 22 FEET SOUTH OF TELEPHONE
 GV3388'POLE NUMBER 535F10, 10 FEET WEST OF THE CENTERLINE OF ASH
 GV3388'STREET, 6 FEET EAST OF THE EAST RAIL OF THE TRACKS, 6 FEET
 GV3388'SOUTH OF A STOP SIGN, AND 4 FEET SOUTH OF THE SOUTH END
 GV3388'OF THE HAND RAIL.
 GV3388'THE MARK IS 2 FT ABOVE ASH STREET.
 GV3388
 GV3388                          STATION RECOVERY (1996)
 GV3388
 GV3388'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3388'RECOVERED IN GOOD CONDITION.
 GV3388
 GV3388                          STATION RECOVERY (2000)
 GV3388
 GV3388'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV3388'RECOVERED IN GOOD CONDITION.
 GV3388
 GV3388                          STATION RECOVERY (2005)
 GV3388
 GV3388'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1231 ***********************************************************************
 GV1231  DESIGNATION -  863 8495 TIDAL 7
 GV1231  PID         -  GV1231
 GV1231  STATE/COUNTY-  VA/HENRICO
 GV1231  USGS QUAD   -  RICHMOND (1994)
 GV1231
 GV1231                         *CURRENT SURVEY CONTROL
 GV1231  ___________________________________________________________________
 GV1231* NAD 83(1986)-  37 31 20.     (N)    077 24 53.     (W)     SCALED    
 GV1231* NAVD 88     -         4.779  (meters)      15.68   (feet)  ADJUSTED  
 GV1231  ___________________________________________________________________
 GV1231  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV1231  DYNAMIC HT  -           4.776 (meters)      15.67  (feet)  COMP
 GV1231  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 GV1231
 GV1231  VERT ORDER  -  FIRST     CLASS II
 GV1231
 GV1231.The horizontal coordinates were scaled from a topographic map and have
 GV1231.an estimated accuracy of +/- 6 seconds.
 GV1231
 GV1231.The orthometric height was determined by differential leveling
 GV1231.and adjusted by the National Geodetic Survey in June 1991..
 GV1231
 GV1231.The geoid height was determined by GEOID03.
 GV1231
 GV1231.The dynamic height is computed by dividing the NAVD 88
 GV1231.geopotential number by the normal gravity value computed on the
 GV1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1231.degrees latitude (g = 980.6199 gals.).
 GV1231
 GV1231.The modeled gravity was interpolated from observed gravity values.
 GV1231
 GV1231;                    North         East    Units  Estimated Accuracy
 GV1231;SPC VA S     - 1,132,490.    3,595,930.      MT  (+/- 180 meters Scaled)
 GV1231
 GV1231                          SUPERSEDED SURVEY CONTROL
 GV1231
 GV1231  NGVD 29 (??/??/??)    5.091  (m)           16.70   (f) ADJUSTED    1 2
 GV1231
 GV1231.Superseded values are not recommended for survey control.
 GV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1231.See file dsdata.txt to determine how the superseded data were derived.
 GV1231
 GV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG866555(NAD 83)
 GV1231_MARKER: X = CHISELED CROSS
 GV1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1231_SP_SET: BRIDGE
 GV1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1231
 GV1231  HISTORY     - Date     Condition        Report By
 GV1231  HISTORY     - UNK      MONUMENTED       CGS
 GV1231  HISTORY     - 1943     GOOD             CGS
 GV1231  HISTORY     - 1948     GOOD             CGS
 GV1231  HISTORY     - 1979     MARK NOT FOUND   NGS
 GV1231  HISTORY     - 19961006 MARK NOT FOUND   USPSQD
 GV1231  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1231  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV1231
 GV1231                          STATION DESCRIPTION
 GV1231
 GV1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GV1231'AT RICHMOND.
 GV1231'AT RICHMOND, HENRICO COUNTY, ON THE WEST POINT BRANCH OF THE SOUTHERN
 GV1231'RAILWAY ON FRONT STREET, 300 FEET SOUTHEAST OF A SMALL PARK, 180
 GV1231'FEET EAST OF THE EAST END OF THE SEARS, ROEBUCK AND CO. WAREHOUSE,
 GV1231'37 FEET NORTHWEST OF THE SOUTHWEST PILLAR OF THE CITY OF RICHMOND
 GV1231'INTERMEDIATE TERMINAL WAREHOUSE, AT A SMALL STONE BRIDGE OVER
 GV1231'GILLIES CREEK, ON THE CENTER OF THE NORTHEAST BALUSTRADE, AND ABOUT
 GV1231'3 FEET HIGHER THAN THE STREET.  A 2-INCH CHISELED CROSS.
 GV1231
 GV1231                          STATION RECOVERY (1948)
 GV1231
 GV1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GV1231'RECOVERED IN GOOD CONDITION.
 GV1231
 GV1231                          STATION RECOVERY (1979)
 GV1231
 GV1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1231'MARK NOT FOUND.
 GV1231
 GV1231                          STATION RECOVERY (1996)
 GV1231
 GV1231'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1231'MARK NOT FOUND.
 GV1231
 GV1231                          STATION RECOVERY (2000)
 GV1231
 GV1231'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1231'MARK NOT FOUND.
 GV1231
 GV1231                          STATION RECOVERY (2005)
 GV1231
 GV1231'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1231'SEARCHED AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1234 ***********************************************************************
 GV1234  DESIGNATION -  863 8495 TIDAL 8
 GV1234  PID         -  GV1234
 GV1234  STATE/COUNTY-  VA/HENRICO
 GV1234  USGS QUAD   -  RICHMOND (1994)
 GV1234
 GV1234                         *CURRENT SURVEY CONTROL
 GV1234  ___________________________________________________________________
 GV1234* NAD 83(1986)-  37 31 33.     (N)    077 25 14.     (W)     SCALED    
 GV1234* NAVD 88     -         5.699  (meters)      18.70   (feet)  ADJUSTED  
 GV1234  ___________________________________________________________________
 GV1234  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV1234  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 GV1234  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 GV1234
 GV1234  VERT ORDER  -  FIRST     CLASS II
 GV1234
 GV1234.The horizontal coordinates were scaled from a topographic map and have
 GV1234.an estimated accuracy of +/- 6 seconds.
 GV1234
 GV1234.The orthometric height was determined by differential leveling
 GV1234.and adjusted by the National Geodetic Survey in June 1991..
 GV1234
 GV1234.The geoid height was determined by GEOID03.
 GV1234
 GV1234.The dynamic height is computed by dividing the NAVD 88
 GV1234.geopotential number by the normal gravity value computed on the
 GV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1234.degrees latitude (g = 980.6199 gals.).
 GV1234
 GV1234.The modeled gravity was interpolated from observed gravity values.
 GV1234
 GV1234;                    North         East    Units  Estimated Accuracy
 GV1234;SPC VA S     - 1,132,880.    3,595,410.      MT  (+/- 180 meters Scaled)
 GV1234
 GV1234                          SUPERSEDED SURVEY CONTROL
 GV1234
 GV1234  NGVD 29 (??/??/??)    6.010  (m)           19.72   (f) ADJUSTED    1 2
 GV1234
 GV1234.Superseded values are not recommended for survey control.
 GV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1234.See file dsdata.txt to determine how the superseded data were derived.
 GV1234
 GV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG861559(NAD 83)
 GV1234_MARKER: DJ = TIDAL STATION DISK
 GV1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1234_SP_SET: LOCK WALL
 GV1234_STAMPING: NO 8 1941
 GV1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1234+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 GV1234
 GV1234  HISTORY     - Date     Condition        Report By
 GV1234  HISTORY     - 1941     MONUMENTED       CGS
 GV1234  HISTORY     - 1943     GOOD             CGS
 GV1234  HISTORY     - 1979     GOOD             NGS
 GV1234  HISTORY     - 19910422 GOOD             USPSQD
 GV1234  HISTORY     - 19961006 GOOD             USPSQD
 GV1234  HISTORY     - 20001118 GOOD             USPSQD
 GV1234  HISTORY     - 20050202 GOOD             USPSQD
 GV1234
 GV1234                          STATION DESCRIPTION
 GV1234
 GV1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GV1234'AT RICHMOND.
 GV1234'AT RICHMOND, HENRICO COUTNY, AT THE LOWER CITY OF RICHMOND RIVER
 GV1234'LOCK, IN THE TOP OF THE EAST WALL, 75 FEET NORTHEAST OF BENCH
 GV1234'MARK TIDAL 9 DESCRIBED ABOVE, 54.8 FEET NORTH OF BENCH MARK CITY
 GV1234'OF RICHMOND DESCRIBED ABOVE, AND 23.5 FEET FROM THE NORTHEAST CORNER
 GV1234'OF THE GRANITE BLOCK UNDER THE EAST END OF THE CATWALK OVER THE
 GV1234'SOUTH LOCK GATE.  A STANDARD DISK, STAMPED NO 8 1941.
 GV1234
 GV1234                          STATION RECOVERY (1979)
 GV1234
 GV1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1234'RECOVERED IN GOOD CONDITION.
 GV1234
 GV1234                          STATION RECOVERY (1991)
 GV1234
 GV1234'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL)
 GV1234'RECOVERED IN GOOD CONDITION.
 GV1234
 GV1234                          STATION RECOVERY (1996)
 GV1234
 GV1234'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1234'RECOVERED IN GOOD CONDITION.
 GV1234
 GV1234                          STATION RECOVERY (2000)
 GV1234
 GV1234'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1234'RECOVERED IN GOOD CONDITION.
 GV1234
 GV1234                          STATION RECOVERY (2005)
 GV1234
 GV1234'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1232 ***********************************************************************
 GV1232  DESIGNATION -  863 8495 TIDAL 9
 GV1232  PID         -  GV1232
 GV1232  STATE/COUNTY-  VA/HENRICO
 GV1232  USGS QUAD   -  RICHMOND (1994)
 GV1232
 GV1232                         *CURRENT SURVEY CONTROL
 GV1232  ___________________________________________________________________
 GV1232* NAD 83(1986)-  37 31 33.     (N)    077 25 14.     (W)     SCALED    
 GV1232* NAVD 88     -         5.833  (meters)      19.14   (feet)  ADJUSTED  
 GV1232  ___________________________________________________________________
 GV1232  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV1232  DYNAMIC HT  -           5.829 (meters)      19.12  (feet)  COMP
 GV1232  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 GV1232
 GV1232  VERT ORDER  -  FIRST     CLASS II
 GV1232
 GV1232.The horizontal coordinates were scaled from a topographic map and have
 GV1232.an estimated accuracy of +/- 6 seconds.
 GV1232
 GV1232.The orthometric height was determined by differential leveling
 GV1232.and adjusted by the National Geodetic Survey in June 1991..
 GV1232
 GV1232.The geoid height was determined by GEOID03.
 GV1232
 GV1232.The dynamic height is computed by dividing the NAVD 88
 GV1232.geopotential number by the normal gravity value computed on the
 GV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1232.degrees latitude (g = 980.6199 gals.).
 GV1232
 GV1232.The modeled gravity was interpolated from observed gravity values.
 GV1232
 GV1232;                    North         East    Units  Estimated Accuracy
 GV1232;SPC VA S     - 1,132,880.    3,595,410.      MT  (+/- 180 meters Scaled)
 GV1232
 GV1232                          SUPERSEDED SURVEY CONTROL
 GV1232
 GV1232  NGVD 29 (??/??/??)    6.145  (m)           20.16   (f) ADJUSTED    1 2
 GV1232
 GV1232.Superseded values are not recommended for survey control.
 GV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1232.See file dsdata.txt to determine how the superseded data were derived.
 GV1232
 GV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG861559(NAD 83)
 GV1232_MARKER: B = BOLT
 GV1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1232_SP_SET: GRANITE BLOCK
 GV1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1232+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV1232
 GV1232  HISTORY     - Date     Condition        Report By
 GV1232  HISTORY     - UNK      MONUMENTED       CGS
 GV1232  HISTORY     - 1943     GOOD             CGS
 GV1232  HISTORY     - 1979     SEE DESCRIPTION  NGS
 GV1232  HISTORY     - 19961006 GOOD             USPSQD
 GV1232  HISTORY     - 20001118 GOOD             USPSQD
 GV1232  HISTORY     - 20050202 GOOD             USPSQD
 GV1232  HISTORY     - 20060313 GOOD             USPSQD
 GV1232
 GV1232                          STATION DESCRIPTION
 GV1232
 GV1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GV1232'AT RICHMOND.
 GV1232'AT RICHMOND, HENRICO COUNTY, AT THE LOWER CITY OF RICHMOND RIVER
 GV1232'LOCK, 9.3 FEET IN FROM THE SOUTHWEST CORNER OF THE WING WALL, AND
 GV1232'IN THE CENTER OF THE TOP OF THE GRANITE BLOCK.  THE TOP OF THE EYE
 GV1232'SECTION OF A 6-INCH RING BOLT.
 GV1232
 GV1232                          STATION RECOVERY (1979)
 GV1232
 GV1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1232'OMITTED FROM LEVELING.  NOTE=DESCRIPTIONS WERE POOR, NOT SURE WHICH
 GV1232'EYE BOLT THEY WERE REFERRING TO.
 GV1232
 GV1232                          STATION RECOVERY (1996)
 GV1232
 GV1232'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1232'RECOVERED IN GOOD CONDITION.
 GV1232
 GV1232                          STATION RECOVERY (2000)
 GV1232
 GV1232'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1232'RECOVERED IN GOOD CONDITION.
 GV1232
 GV1232                          STATION RECOVERY (2005)
 GV1232
 GV1232'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1232'RECOVERED IN GOOD CONDITION.
 GV1232
 GV1232                          STATION RECOVERY (2006)
 GV1232
 GV1232'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0057 ***********************************************************************
 FX0057  DESIGNATION -  863 8644 TIDAL 2
 FX0057  PID         -  FX0057
 FX0057  STATE/COUNTY-  VA/C OF NORFOLK
 FX0057  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0057
 FX0057                         *CURRENT SURVEY CONTROL
 FX0057  ___________________________________________________________________
 FX0057* NAD 83(1986)-  36 58 02.     (N)    076 17 47.     (W)     SCALED    
 FX0057* NAVD 88     -         2.358  (meters)       7.74   (feet)  ADJUSTED  
 FX0057  ___________________________________________________________________
 FX0057  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FX0057  DYNAMIC HT  -           2.356 (meters)       7.73  (feet)  COMP
 FX0057  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 FX0057
 FX0057  VERT ORDER  -  FIRST     CLASS I
 FX0057
 FX0057.The horizontal coordinates were scaled from a topographic map and have
 FX0057.an estimated accuracy of +/- 6 seconds.
 FX0057
 FX0057.The orthometric height was determined by differential leveling
 FX0057.and adjusted by the National Geodetic Survey in June 1991..
 FX0057.WARNING-Repeat measurements at this control monument indicate possible
 FX0057.vertical movement.
 FX0057
 FX0057.The geoid height was determined by GEOID03.
 FX0057
 FX0057.The dynamic height is computed by dividing the NAVD 88
 FX0057.geopotential number by the normal gravity value computed on the
 FX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0057.degrees latitude (g = 980.6199 gals.).
 FX0057
 FX0057.The modeled gravity was interpolated from observed gravity values.
 FX0057
 FX0057;                    North         East    Units  Estimated Accuracy
 FX0057;SPC VA S     - 1,072,640.    3,696,210.      MT  (+/- 180 meters Scaled)
 FX0057
 FX0057                          SUPERSEDED SURVEY CONTROL
 FX0057
 FX0057  NGVD 29 (??/??/92)    2.608  (m)            8.56   (f) ADJ UNCH    1 1
 FX0057
 FX0057.Superseded values are not recommended for survey control.
 FX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0057.See file dsdata.txt to determine how the superseded data were derived.
 FX0057
 FX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF846920(NAD 83)
 FX0057_MARKER: DJ = TIDAL STATION DISK
 FX0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0057_SP_SET: BUILDING
 FX0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0057
 FX0057  HISTORY     - Date     Condition        Report By
 FX0057  HISTORY     - 1916     MONUMENTED       CGS
 FX0057  HISTORY     - 1971     GOOD             NGS
 FX0057  HISTORY     - 1978     MARK NOT FOUND   DMA
 FX0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 FX0057  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 FX0057  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 FX0057
 FX0057                          STATION DESCRIPTION
 FX0057
 FX0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0057'3 MI NW FROM NORFOLK.
 FX0057'AT NORFOLK, ABOUT 2.95 MILES NORTHWEST ALONG U.S. HIGHWAY 60
 FX0057'(OCEAN VIEW AVENUE) FROM THE JUNCTION OF U.S. HIGHWAY 460
 FX0057'(GRANBY STREET) AT NORFOLK, AT WILLOUGHBY SPIT, SET VERTICALLY
 FX0057'IN THE WEST FACE OF THE BRICK FOUNDATION COLUMN, AT THE
 FX0057'SOUTHWEST CORNER OF AN ABANDONED TWO STORY BUILDING, 92 YARDS
 FX0057'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE LEADING TO THE
 FX0057'HAMPTON AND NORFOLK TUNNEL, 55 FEET SOUTH OF THE CENTER LINE
 FX0057'OF A SERVICE ROAD ALONG THE SOUTH SIDE OF U.S. HIGHWAY 60, 4.5
 FX0057'FEET ABOVE THE LEVEL OF THE CONCRETE FLOOR, 2.8 FEET BELOW THE
 FX0057'PORCH FLOOR OF THE BUILDING.  NOTE-- BUILDING WILL PROBABLY BE
 FX0057'DESTROYED BY CONSTRUCTION OF AN INTERSTATE WHICH WILL BE BUILT
 FX0057'IN THE DESCRIBED AREA.
 FX0057
 FX0057                          STATION RECOVERY (1978)
 FX0057
 FX0057'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0057'MARK NOT FOUND.
 FX0057
 FX0057                          STATION RECOVERY (1979)
 FX0057
 FX0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0057'NOT RECOVERED.  NOTE=A NEW ADDITION TO THE INTERSTATE HAS PROBABLY
 FX0057'DESTROYED THE MARK, THERE IS NO LONGER A BUILDING THAT MATCHES THE
 FX0057'DESCRIPTION OR LOCATION.
 FX0057
 FX0057                          STATION RECOVERY (1998)
 FX0057
 FX0057'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0057'MARK NOT FOUND.
 FX0057
 FX0057                          STATION RECOVERY (2002)
 FX0057
 FX0057'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2157 ***********************************************************************
 FX2157  TIDAL BM    -  This is a Tidal Bench Mark.
 FX2157  DESIGNATION -  863 8654 E TIDAL
 FX2157  PID         -  FX2157
 FX2157  STATE/COUNTY-  VA/C OF NORFOLK
 FX2157  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX2157
 FX2157                         *CURRENT SURVEY CONTROL
 FX2157  ___________________________________________________________________
 FX2157* NAD 83(1986)-  36 51 12.     (N)    076 17 56.     (W)     SCALED    
 FX2157* NAVD 88     -         2.445  (meters)       8.02   (feet)  ADJUSTED  
 FX2157  ___________________________________________________________________
 FX2157  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX2157  DYNAMIC HT  -           2.443 (meters)       8.02  (feet)  COMP
 FX2157  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX2157
 FX2157  VERT ORDER  -  FIRST     CLASS II
 FX2157
 FX2157.The horizontal coordinates were scaled from a topographic map and have
 FX2157.an estimated accuracy of +/- 6 seconds.
 FX2157
 FX2157.The orthometric height was determined by differential leveling
 FX2157.and adjusted by the National Geodetic Survey in February 2005..
 FX2157
 FX2157.This Tidal Bench Mark is designated as VM 6040
 FX2157.by the Center for Operational Oceanographic Products and Services.
 FX2157
 FX2157.The geoid height was determined by GEOID03.
 FX2157
 FX2157.The dynamic height is computed by dividing the NAVD 88
 FX2157.geopotential number by the normal gravity value computed on the
 FX2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2157.degrees latitude (g = 980.6199 gals.).
 FX2157
 FX2157.The modeled gravity was interpolated from observed gravity values.
 FX2157
 FX2157;                    North         East    Units  Estimated Accuracy
 FX2157;SPC VA S     - 1,060,000.    3,696,280.      MT  (+/- 180 meters Scaled)
 FX2157
 FX2157                          SUPERSEDED SURVEY CONTROL
 FX2157
 FX2157  NAVD 88 (06/15/91)    2.453  (m)            8.05   (f) UNKNOWN     1 2
 FX2157
 FX2157.Superseded values are not recommended for survey control.
 FX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2157.See file dsdata.txt to determine how the superseded data were derived.
 FX2157
 FX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF842793(NAD 83)
 FX2157_MARKER: DJ = TIDAL STATION DISK
 FX2157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2157_SP_SET: BOLLARD FOUNDATION
 FX2157_STAMPING: NONE
 FX2157_MARK LOGO: NOS   
 FX2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2157+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 FX2157
 FX2157  HISTORY     - Date     Condition        Report By
 FX2157  HISTORY     - 1976     MONUMENTED       NOS
 FX2157  HISTORY     - 1978     GOOD             NGS
 FX2157  HISTORY     - 20041005 GOOD             NGS
 FX2157
 FX2157                          STATION DESCRIPTION
 FX2157
 FX2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2157'IN NORFOLK.
 FX2157'IN NORFOLK, AT THE ATLANTIC MARINE CENTER OF THE NATIONAL
 FX2157'OCEANIC ATMOSPHERIC ADMINISTRATION LOCATED AT 439 WEST YORK ST.,
 FX2157'AT THE MOST WEST PORTION OF THE DOCK, SET FLUSH IN THE 6X6
 FX2157'FOUNDATION (CONCRETE) OF A BOLLARD, 100 FEET NORTH-NORTHEAST
 FX2157'OF THE SOUTHWEST CORNER OF THE MAIN NOAA OFFICE, 75 FEET
 FX2157'SOUTHWEST OF THE NORTHWEST CORNER OF THE MAIN NOAA OFFICE, AND
 FX2157'1 FOOT FROM THE MOST WEST CORNER OF THE CONCRETE FOUNDATION,
 FX2157'6 INCHES ABOVE THE LEVEL OF THE PARKING LOT.  NOTE=NO STAMPING
 FX2157
 FX2157                          STATION RECOVERY (2004)
 FX2157
 FX2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX2157'IN NORFOLK, AT 439 WEST YORK STREET, IN TOP OF AND NEAR THE WEST
 FX2157'CORNER OF A CONCRETE  FOUNDATION FOR A BOLLARD, 32.4 M SOUTHWEST OF
 FX2157'THE NORTHWEST CORNER OF THE NATIONAL  OCEANIC AND ATMOSPHERIC
 FX2157'ADMINISTRATIONS ATLANTIC MARINE CENTER OFFICE AT 439 WEST  YORK
 FX2157'STREET, 22.6 M NORTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE,  7.3 M
 FX2157'NORTHEAST  OF THE SOUTHWEST CORNER OF A SEAWALL, 0.3 M EAST OF THE
 FX2157'WEST CORNER OF THE BOLLARD  BASE, AND 0.2 M ABOVE THE LEVEL OF A
 FX2157'PARKING LOT.  NOTE--THE MARK IS NOT STAMPED.  THE  MARK IS ON PROPERTY
 FX2157'OWNED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION,
 FX2157'ATLANTIC MARINE CENTER, 439 WEST YORK STREET, NORFOLK, VA 23510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0133 ***********************************************************************
 FX0133  DESIGNATION -  863 8654 TIDAL NORFOLK 1
 FX0133  PID         -  FX0133
 FX0133  STATE/COUNTY-  VA/C OF NORFOLK
 FX0133  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0133
 FX0133                         *CURRENT SURVEY CONTROL
 FX0133  ___________________________________________________________________
 FX0133* NAD 83(1986)-  36 51 15.     (N)    076 17 26.     (W)     SCALED    
 FX0133* NAVD 88     -         3.853  (meters)      12.64   (feet)  ADJUSTED  
 FX0133  ___________________________________________________________________
 FX0133  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX0133  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 FX0133  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 FX0133
 FX0133  VERT ORDER  -  FIRST     CLASS II
 FX0133
 FX0133.The horizontal coordinates were scaled from a topographic map and have
 FX0133.an estimated accuracy of +/- 6 seconds.
 FX0133
 FX0133.The orthometric height was determined by differential leveling
 FX0133.and adjusted by the National Geodetic Survey in June 1991..
 FX0133.WARNING-Repeat measurements at this control monument indicate possible
 FX0133.vertical movement.
 FX0133
 FX0133.The geoid height was determined by GEOID03.
 FX0133
 FX0133.The dynamic height is computed by dividing the NAVD 88
 FX0133.geopotential number by the normal gravity value computed on the
 FX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0133.degrees latitude (g = 980.6199 gals.).
 FX0133
 FX0133.The modeled gravity was interpolated from observed gravity values.
 FX0133
 FX0133;                    North         East    Units  Estimated Accuracy
 FX0133;SPC VA S     - 1,060,110.    3,697,020.      MT  (+/- 180 meters Scaled)
 FX0133
 FX0133                          SUPERSEDED SURVEY CONTROL
 FX0133
 FX0133.No superseded survey control is available for this station.
 FX0133
 FX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF849794(NAD 83)
 FX0133_MARKER: DJ = TIDAL STATION DISK
 FX0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0133_SP_SET: BUILDING
 FX0133_STAMPING: NORFOLK 1 1932 13.884
 FX0133_MARK LOGO: CGS   
 FX0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0133+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0133
 FX0133  HISTORY     - Date     Condition        Report By
 FX0133  HISTORY     - 1932     MONUMENTED       CGS
 FX0133  HISTORY     - 1971     GOOD             NGS
 FX0133  HISTORY     - 1979     GOOD             NGS
 FX0133  HISTORY     - 20031108 GOOD             USPSQD
 FX0133  HISTORY     - 20041005 GOOD             NGS
 FX0133  HISTORY     - 20060216 GOOD             USPSQD
 FX0133
 FX0133                          STATION DESCRIPTION
 FX0133
 FX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0133'AT NORFOLK.
 FX0133'AT NORFOLK, ABOUT 0.15 MILE WEST ALONG BRAMBLETON AVENUE FROM
 FX0133'THE POST OFFICE, BETWEEN BRAMBLETON AVENUE AND YORK STREET,
 FX0133'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF YORK STREET AND
 FX0133'BOUSH STREET, SET VERTICALLY IN THE WEST FACE AND 1.2 FEET
 FX0133'SOUTH OF THE NORTHWEST CORNER OF THE MEDICAL ARTS BUILDING, 62.5
 FX0133'FEET NORTH OF THE NORTH CURB LINE OF YORK STREET, 10.0 FEET
 FX0133'EAST OF THE EAST CURB OF BOUSH STREET, AND ABOUT 4 1/2 FEET ABOVE
 FX0133'THE LEVEL OF THE GROUND.
 FX0133
 FX0133                          STATION RECOVERY (1979)
 FX0133
 FX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0133'RECOVERED IN GOOD CONDITION.
 FX0133
 FX0133                          STATION RECOVERY (2003)
 FX0133
 FX0133'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0133'RECOVERED IN GOOD CONDITION.
 FX0133
 FX0133                          STATION RECOVERY (2004)
 FX0133
 FX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX0133'IN NORFOLK, AT 142 WEST YORK STREET, SET VERTICALLY IN THE WEST FACE
 FX0133'OF THE SANDSTONE  CORNER STONE NEAR  THE NORTHWEST CORNER OF THE
 FX0133'BUILDING, 45.7 M SOUTH OF THE CENTER  OF THE EAST BOUND LANES OF
 FX0133'BRAMBLETON STREET, 11.4 M EAST OF THE CENTER OF BOUSH  STREET, 1.4 M
 FX0133'ABOVE THE LEVEL OF THE SIDEWALK, AND 0.4 M SOUTH OF THE NORTHWEST
 FX0133'CORNER  OF THE BUILDING.
 FX0133
 FX0133                          STATION RECOVERY (2006)
 FX0133
 FX0133'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0172 ***********************************************************************
 FX0172  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0172  DESIGNATION -  863 8660 TIDAL 10
 FX0172  PID         -  FX0172
 FX0172  STATE/COUNTY-  VA/C OF NORFOLK
 FX0172  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0172
 FX0172                         *CURRENT SURVEY CONTROL
 FX0172  ___________________________________________________________________
 FX0172* NAD 83(1986)-  36 49 20.     (N)    076 17 37.     (W)     SCALED    
 FX0172* NAVD 88     -         3.284  (meters)      10.77   (feet)  ADJUSTED  
 FX0172  ___________________________________________________________________
 FX0172  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0172  DYNAMIC HT  -           3.282 (meters)      10.77  (feet)  COMP
 FX0172  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 FX0172
 FX0172  VERT ORDER  -  FIRST     CLASS I
 FX0172
 FX0172.The horizontal coordinates were scaled from a topographic map and have
 FX0172.an estimated accuracy of +/- 6 seconds.
 FX0172
 FX0172.The orthometric height was determined by differential leveling
 FX0172.and adjusted by the National Geodetic Survey in June 1991..
 FX0172.WARNING-Repeat measurements at this control monument indicate possible
 FX0172.vertical movement.
 FX0172
 FX0172.This Tidal Bench Mark is designated as VM 10841
 FX0172.by the Center for Operational Oceanographic Products and Services.
 FX0172
 FX0172.The geoid height was determined by GEOID03.
 FX0172
 FX0172.The dynamic height is computed by dividing the NAVD 88
 FX0172.geopotential number by the normal gravity value computed on the
 FX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0172.degrees latitude (g = 980.6199 gals.).
 FX0172
 FX0172.The modeled gravity was interpolated from observed gravity values.
 FX0172
 FX0172;                    North         East    Units  Estimated Accuracy
 FX0172;SPC VA S     - 1,056,550.    3,696,830.      MT  (+/- 180 meters Scaled)
 FX0172
 FX0172                          SUPERSEDED SURVEY CONTROL
 FX0172
 FX0172.No superseded survey control is available for this station.
 FX0172
 FX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF846759(NAD 83)
 FX0172_MARKER: DJ = TIDAL STATION DISK
 FX0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0172_SP_SET: BUILDING
 FX0172_STAMPING: 10 1938
 FX0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0172+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 FX0172
 FX0172  HISTORY     - Date     Condition        Report By
 FX0172  HISTORY     - 1938     MONUMENTED       CGS
 FX0172  HISTORY     - 1971     GOOD             NGS
 FX0172  HISTORY     - 1978     GOOD             NGS
 FX0172  HISTORY     - 20020319 GOOD             USPSQD
 FX0172
 FX0172                          STATION DESCRIPTION
 FX0172
 FX0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0172'AT PORTSMOUTH.
 FX0172'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, NEAR THE WEST END
 FX0172'OF WET SLIP NO. 2, BETWEEN ROWAH AVENUE AND BELL AVENUE, SET
 FX0172'VERTICALLY IN THE EAST BRICK FACE AND 1.7 FEET NORTH OF THE
 FX0172'SOUTHEAST CORNER OF BUILDING NO. 73, ALONG THE NORTH SIDE OF
 FX0172'BERRIEN STREET, 37.5 FEET NORTH OF THE NORTH CURB OF BERRIEN
 FX0172'STREET, 10.3 FEET WEST OF THE WEST CURB OF BELL AVENUE AND
 FX0172'3.8 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 FX0172
 FX0172                          STATION RECOVERY (1978)
 FX0172
 FX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0172'RECOVERED IN GOOD CONDITION.
 FX0172
 FX0172                          STATION RECOVERY (2002)
 FX0172
 FX0172'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0162 ***********************************************************************
 FX0162  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0162  DESIGNATION -  863 8660 TIDAL 11
 FX0162  PID         -  FX0162
 FX0162  STATE/COUNTY-  VA/C OF NORFOLK
 FX0162  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0162
 FX0162                         *CURRENT SURVEY CONTROL
 FX0162  ___________________________________________________________________
 FX0162* NAD 83(1986)-  36 48 43.     (N)    076 18 03.     (W)     SCALED    
 FX0162* NAVD 88     -         2.389  (meters)       7.84   (feet)  ADJUSTED  
 FX0162  ___________________________________________________________________
 FX0162  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX0162  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 FX0162  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 FX0162
 FX0162  VERT ORDER  -  FIRST     CLASS I
 FX0162
 FX0162.The horizontal coordinates were scaled from a topographic map and have
 FX0162.an estimated accuracy of +/- 6 seconds.
 FX0162
 FX0162.The orthometric height was determined by differential leveling
 FX0162.and adjusted by the National Geodetic Survey in June 1991..
 FX0162.WARNING-Repeat measurements at this control monument indicate possible
 FX0162.vertical movement.
 FX0162
 FX0162.This Tidal Bench Mark is designated as VM 10842
 FX0162.by the Center for Operational Oceanographic Products and Services.
 FX0162
 FX0162.The geoid height was determined by GEOID03.
 FX0162
 FX0162.The dynamic height is computed by dividing the NAVD 88
 FX0162.geopotential number by the normal gravity value computed on the
 FX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0162.degrees latitude (g = 980.6199 gals.).
 FX0162
 FX0162.The modeled gravity was interpolated from observed gravity values.
 FX0162
 FX0162;                    North         East    Units  Estimated Accuracy
 FX0162;SPC VA S     - 1,055,400.    3,696,210.      MT  (+/- 180 meters Scaled)
 FX0162
 FX0162                          SUPERSEDED SURVEY CONTROL
 FX0162
 FX0162.No superseded survey control is available for this station.
 FX0162
 FX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF839748(NAD 83)
 FX0162_MARKER: DJ = TIDAL STATION DISK
 FX0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0162_SP_SET: SIDEWALK
 FX0162_STAMPING: 11 1945
 FX0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0162
 FX0162  HISTORY     - Date     Condition        Report By
 FX0162  HISTORY     - 1945     MONUMENTED       CGS
 FX0162  HISTORY     - 1971     GOOD             NGS
 FX0162  HISTORY     - 1978     GOOD             NGS
 FX0162  HISTORY     - 20011009 GOOD             USPSQD
 FX0162
 FX0162                          STATION DESCRIPTION
 FX0162
 FX0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0162'AT PORTSMOUTH.
 FX0162'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, AT THE NORTHWEST
 FX0162'CORNER OF DRY DOCK NO. 8, SET IN THE TOP OF THE CONCRETE SIDEWALK
 FX0162'AND 1.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 FX0162'CURB OF DRY DOCK NO. 8, 119.5 SOUTH OF THE SOUTHWEST CORNER
 FX0162'OF BUILDING NO. 269, 2.8 FEET SOUTH OF THE SOUTH RAIL OF A
 FX0162'TRACK FOR A CRANE, AND LEVEL WITH THE SIDEWALK.
 FX0162
 FX0162                          STATION RECOVERY (1978)
 FX0162
 FX0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0162'RECOVERED IN GOOD CONDITION.
 FX0162
 FX0162                          STATION RECOVERY (2001)
 FX0162
 FX0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0174 ***********************************************************************
 FX0174  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0174  DESIGNATION -  863 8660 TIDAL 12
 FX0174  PID         -  FX0174
 FX0174  STATE/COUNTY-  VA/C OF NORFOLK
 FX0174  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0174
 FX0174                         *CURRENT SURVEY CONTROL
 FX0174  ___________________________________________________________________
 FX0174* NAD 83(1986)-  36 49 26.     (N)    076 17 43.     (W)     SCALED    
 FX0174* NAVD 88     -         1.542  (meters)       5.06   (feet)  ADJUSTED  
 FX0174  ___________________________________________________________________
 FX0174  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0174  DYNAMIC HT  -           1.541 (meters)       5.06  (feet)  COMP
 FX0174  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 FX0174
 FX0174  VERT ORDER  -  FIRST     CLASS I
 FX0174
 FX0174.The horizontal coordinates were scaled from a topographic map and have
 FX0174.an estimated accuracy of +/- 6 seconds.
 FX0174
 FX0174.The orthometric height was determined by differential leveling
 FX0174.and adjusted by the National Geodetic Survey in June 1991..
 FX0174.WARNING-Repeat measurements at this control monument indicate possible
 FX0174.vertical movement.
 FX0174
 FX0174.This Tidal Bench Mark is designated as VM 16910
 FX0174.by the Center for Operational Oceanographic Products and Services.
 FX0174
 FX0174.The geoid height was determined by GEOID03.
 FX0174
 FX0174.The dynamic height is computed by dividing the NAVD 88
 FX0174.geopotential number by the normal gravity value computed on the
 FX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0174.degrees latitude (g = 980.6199 gals.).
 FX0174
 FX0174.The modeled gravity was interpolated from observed gravity values.
 FX0174
 FX0174;                    North         East    Units  Estimated Accuracy
 FX0174;SPC VA S     - 1,056,740.    3,696,680.      MT  (+/- 180 meters Scaled)
 FX0174
 FX0174                          SUPERSEDED SURVEY CONTROL
 FX0174
 FX0174  NGVD 29 (??/??/92)    1.78   (m)            5.8    (f) COMPUTED    1 1
 FX0174
 FX0174.Superseded values are not recommended for survey control.
 FX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0174.See file dsdata.txt to determine how the superseded data were derived.
 FX0174
 FX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF844761(NAD 83)
 FX0174_MARKER: DJ = TIDAL STATION DISK
 FX0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0174_SP_SET: WET SLIP
 FX0174_STAMPING: 12 1945
 FX0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0174
 FX0174  HISTORY     - Date     Condition        Report By
 FX0174  HISTORY     - 1945     MONUMENTED       CGS
 FX0174  HISTORY     - 1971     GOOD             NGS
 FX0174  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0174  HISTORY     - 20020319 MARK NOT FOUND   USPSQD
 FX0174
 FX0174                          STATION DESCRIPTION
 FX0174
 FX0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0174'AT PORTSMOUTH.
 FX0174'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, AT THE WEST END
 FX0174'OF WET SLIP NO. 1, BETWEEN LIVINGSTON STREET AND SHUBRICK
 FX0174'STREET, ALONG THE EAST SIDE OF MC KEEVER AVENUE, SET IN THE
 FX0174'TOP OF THE GRANITE COPING IN THE CENTER OF THE WEST END OF
 FX0174'WET SLIP NO. 1, WEST AND ACROSS MC KEEVER AVENUE FROM BUILDING
 FX0174'NO. 60, 29 FEET EAST OF THE CENTER LINE OF MC KEEVER AVENUE
 FX0174'AND LEVEL WITH THE AVENUE.
 FX0174
 FX0174                          STATION RECOVERY (1978)
 FX0174
 FX0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0174'NOTE=THIS MARK COULD NOT BE RECOVERED.  IT IS NOW UNDER PIPES AND IS
 FX0174'INACCESSABLE.
 FX0174
 FX0174                          STATION RECOVERY (2002)
 FX0174
 FX0174'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2219 ***********************************************************************
 FX2219  TIDAL BM    -  This is a Tidal Bench Mark.
 FX2219  DESIGNATION -  863 8660 TIDAL 2
 FX2219  PID         -  FX2219
 FX2219  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2219  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX2219
 FX2219                         *CURRENT SURVEY CONTROL
 FX2219  ___________________________________________________________________
 FX2219* NAD 83(1986)-  36 49 17.     (N)    076 17 33.     (W)     SCALED    
 FX2219* NAVD 88     -         2.080  (meters)       6.82   (feet)  ADJUSTED  
 FX2219  ___________________________________________________________________
 FX2219  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX2219  DYNAMIC HT  -           2.078 (meters)       6.82  (feet)  COMP
 FX2219  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX2219
 FX2219  VERT ORDER  -  FIRST     CLASS II
 FX2219
 FX2219.The horizontal coordinates were scaled from a topographic map and have
 FX2219.an estimated accuracy of +/- 6 seconds.
 FX2219
 FX2219.The orthometric height was determined by differential leveling
 FX2219.and adjusted by the National Geodetic Survey in June 1991..
 FX2219
 FX2219.This Tidal Bench Mark is designated as VM 10840
 FX2219.by the Center for Operational Oceanographic Products and Services.
 FX2219
 FX2219.The geoid height was determined by GEOID03.
 FX2219
 FX2219.The dynamic height is computed by dividing the NAVD 88
 FX2219.geopotential number by the normal gravity value computed on the
 FX2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2219.degrees latitude (g = 980.6199 gals.).
 FX2219
 FX2219.The modeled gravity was interpolated from observed gravity values.
 FX2219
 FX2219;                    North         East    Units  Estimated Accuracy
 FX2219;SPC VA S     - 1,056,460.    3,696,930.      MT  (+/- 180 meters Scaled)
 FX2219
 FX2219                          SUPERSEDED SURVEY CONTROL
 FX2219
 FX2219.No superseded survey control is available for this station.
 FX2219
 FX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF847758(NAD 83)
 FX2219_MARKER: DJ = TIDAL STATION DISK
 FX2219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2219_SP_SET: FOOTING OF BUILDING
 FX2219_STAMPING: NO 2 1973
 FX2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2219
 FX2219  HISTORY     - Date     Condition        Report By
 FX2219  HISTORY     - 1973     MONUMENTED       NOS
 FX2219  HISTORY     - 1978     GOOD             NGS
 FX2219  HISTORY     - 20011009 GOOD             USPSQD
 FX2219
 FX2219                          STATION DESCRIPTION
 FX2219
 FX2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2219'IN PORTSMOUTH.
 FX2219'IN PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, SET FLUSH IN THE GRANITE
 FX2219'FOOTING AT THE EAST ENTRANCE TO BUILDING 62, NAVAL ORDINANCE SYSTEM
 FX2219'SUPPORT OFFICE, 59 FEET NORTH OF THE CENTERLINE OF CHARIOLTON STREET,
 FX2219'48 FEET SOUTH OF THE CENTERLINE OF HUGHES STREET, AND 8 FEET WEST OF
 FX2219'THE WEST CURB.
 FX2219'THE MARK IS 1 FT ABOVE THE SIDEWALK.
 FX2219
 FX2219                          STATION RECOVERY (2001)
 FX2219
 FX2219'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0155 ***********************************************************************
 FX0155  DESIGNATION -  863 8665 TIDAL 10
 FX0155  PID         -  FX0155
 FX0155  STATE/COUNTY-  VA/C OF NORFOLK
 FX0155  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0155
 FX0155                         *CURRENT SURVEY CONTROL
 FX0155  ___________________________________________________________________
 FX0155* NAD 83(1986)-  36 49 59.     (N)    076 17 00.     (W)     SCALED    
 FX0155* NAVD 88     -         3.906  (meters)      12.81   (feet)  ADJUSTED  
 FX0155  ___________________________________________________________________
 FX0155  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0155  DYNAMIC HT  -           3.903 (meters)      12.81  (feet)  COMP
 FX0155  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 FX0155
 FX0155  VERT ORDER  -  FIRST     CLASS I
 FX0155
 FX0155.The horizontal coordinates were scaled from a topographic map and have
 FX0155.an estimated accuracy of +/- 6 seconds.
 FX0155
 FX0155.The orthometric height was determined by differential leveling
 FX0155.and adjusted by the National Geodetic Survey in June 1991..
 FX0155.WARNING-Repeat measurements at this control monument indicate possible
 FX0155.vertical movement.
 FX0155
 FX0155.The geoid height was determined by GEOID03.
 FX0155
 FX0155.The dynamic height is computed by dividing the NAVD 88
 FX0155.geopotential number by the normal gravity value computed on the
 FX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0155.degrees latitude (g = 980.6199 gals.).
 FX0155
 FX0155.The modeled gravity was interpolated from observed gravity values.
 FX0155
 FX0155;                    North         East    Units  Estimated Accuracy
 FX0155;SPC VA S     - 1,057,780.    3,697,720.      MT  (+/- 180 meters Scaled)
 FX0155
 FX0155                          SUPERSEDED SURVEY CONTROL
 FX0155
 FX0155  NGVD 29 (??/??/92)    4.16   (m)           13.6    (f) COMPUTED    1 1
 FX0155
 FX0155.Superseded values are not recommended for survey control.
 FX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0155.See file dsdata.txt to determine how the superseded data were derived.
 FX0155
 FX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF855771(NAD 83)
 FX0155_MARKER: Z = SEE DESCRIPTION
 FX0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0155_SP_SET: MONUMENT
 FX0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0155
 FX0155  HISTORY     - Date     Condition        Report By
 FX0155  HISTORY     - UNK      MONUMENTED       CGS
 FX0155  HISTORY     - 1971     GOOD             NGS
 FX0155  HISTORY     - 1979     POOR             NGS
 FX0155  HISTORY     - 19981205 MARK NOT FOUND   USPSQD
 FX0155  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 FX0155
 FX0155                          STATION DESCRIPTION
 FX0155
 FX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0155'AT NORFOLK.
 FX0155'AT NORFOLK, IN THE SUBDIVISION OF BERKLEY, IN THE WEST ANGLE OF
 FX0155'THE INTERSECTION OF SOUTH MAIN STREET AND BERKLEY AVENUE, ABOUT
 FX0155'0.1 MILE SOUTHEAST ALONG BERKLEY AVENUE FROM THE INTERSECTION OF
 FX0155'STATE STREET, AT A CONFEDERATE MONUMENT IN THE EAST CORNER OF A
 FX0155'SMALL PARK, THE POINT HELD IS THE TOP OF THE SURFACE AT THE
 FX0155'NORTHEAST CORNER OF A STONE PILLAR WHICH SUPPORTS A SPHERICAL
 FX0155'BALL, 41.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BERKLEY AVENUE,
 FX0155'41.0 FEET NORTHWEST OF THE NORTHWEST CURB OF SOUTH MAIN STREET,
 FX0155'1.2 FEET EAST OF THE EAST FACE OF THE MONUMENT WHICH BEARS A
 FX0155'PLAQUE THAT IS INSCRIBED TO OUR CONFEDERATE DEAD, AND ABOUT 3 FEET
 FX0155'ABOVE THE LEVEL OF THE PAVED AREA AROUND THE MONUMENT.
 FX0155
 FX0155                          STATION RECOVERY (1979)
 FX0155
 FX0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0155'NOTE=OMITTED FROM 1979 LEVELING BECAUSE OF POOR CONDITION.
 FX0155
 FX0155                          STATION RECOVERY (1998)
 FX0155
 FX0155'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0155'MARK NOT FOUND.
 FX0155
 FX0155                          STATION RECOVERY (2003)
 FX0155
 FX0155'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0155'MONUMENT HAS BEEN REMOVED.  CONCRETE FOUNDATION STILL INTACT BEHIND
 FX0155'LOCKED CHAIN FENCE ENCLOSURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0157 ***********************************************************************
 FX0157  DESIGNATION -  863 8665 TIDAL 27
 FX0157  PID         -  FX0157
 FX0157  STATE/COUNTY-  VA/C OF NORFOLK
 FX0157  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0157
 FX0157                         *CURRENT SURVEY CONTROL
 FX0157  ___________________________________________________________________
 FX0157* NAD 83(1986)-  36 50 00.     (N)    076 16 59.     (W)     SCALED    
 FX0157* NAVD 88     -         2.695  (meters)       8.84   (feet)  ADJUSTED  
 FX0157  ___________________________________________________________________
 FX0157  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0157  DYNAMIC HT  -           2.693 (meters)       8.84  (feet)  COMP
 FX0157  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 FX0157
 FX0157  VERT ORDER  -  FIRST     CLASS I
 FX0157
 FX0157.The horizontal coordinates were scaled from a topographic map and have
 FX0157.an estimated accuracy of +/- 6 seconds.
 FX0157
 FX0157.The orthometric height was determined by differential leveling
 FX0157.and adjusted by the National Geodetic Survey in June 1991..
 FX0157
 FX0157.The geoid height was determined by GEOID03.
 FX0157
 FX0157.The dynamic height is computed by dividing the NAVD 88
 FX0157.geopotential number by the normal gravity value computed on the
 FX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0157.degrees latitude (g = 980.6199 gals.).
 FX0157
 FX0157.The modeled gravity was interpolated from observed gravity values.
 FX0157
 FX0157;                    North         East    Units  Estimated Accuracy
 FX0157;SPC VA S     - 1,057,810.    3,697,740.      MT  (+/- 180 meters Scaled)
 FX0157
 FX0157                          SUPERSEDED SURVEY CONTROL
 FX0157
 FX0157.No superseded survey control is available for this station.
 FX0157
 FX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF855771(NAD 83)
 FX0157_MARKER: DJ = TIDAL STATION DISK
 FX0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0157_SP_SET: SIDEWALK
 FX0157_STAMPING: NO 27 1970
 FX0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0157
 FX0157  HISTORY     - Date     Condition        Report By
 FX0157  HISTORY     - 1970     MONUMENTED       NOS
 FX0157  HISTORY     - 1971     GOOD             NGS
 FX0157  HISTORY     - 1979     GOOD             NGS
 FX0157  HISTORY     - 19981205 MARK NOT FOUND   USPSQD
 FX0157  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 FX0157
 FX0157                          STATION DESCRIPTION
 FX0157
 FX0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0157'AT NORFOLK.
 FX0157'AT NORFOLK, IN THE SUBDIVISION OF BERKLEY, IN THE SOUTH ANGLE OF
 FX0157'THE INTERSECTION OF BERKLEY AVENUE AND SOUTH MAIN STREET, SET IN
 FX0157'THE TOP OF THE NORTHWEST EDGE OF THE SIDEWALK ALONG THE SOUTHEAST
 FX0157'SIDE OF SOUTH MAIN STREET, 62.0 FEET SOUTHWEST OF THE SOUTHWEST
 FX0157'CURB OF BERKLEY AVENUE, 1.1 FEET SOUTHEAST OF THE SOUTHEAST CURB
 FX0157'OF SOUTH MAIN STREET, 1/2 FOOT NORTH OF A TELEPHONE POLE, AND
 FX0157'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET.
 FX0157
 FX0157                          STATION RECOVERY (1979)
 FX0157
 FX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0157'RECOVERED IN GOOD CONDITION.
 FX0157
 FX0157                          STATION RECOVERY (1998)
 FX0157
 FX0157'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0157'MARK NOT FOUND.
 FX0157
 FX0157                          STATION RECOVERY (2003)
 FX0157
 FX0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0157'SIDEWALK HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0032 ***********************************************************************
 FX0032  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0032  DESIGNATION -  863 8776 TIDAL 1
 FX0032  PID         -  FX0032
 FX0032  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0032  USGS QUAD   -  LITTLE CREEK (1989)
 FX0032
 FX0032                         *CURRENT SURVEY CONTROL
 FX0032  ___________________________________________________________________
 FX0032* NAD 83(1986)-  36 54 40.     (N)    076 11 02.     (W)     SCALED    
 FX0032* NAVD 88     -         1.659  (meters)       5.44   (feet)  ADJUSTED  
 FX0032  ___________________________________________________________________
 FX0032  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX0032  DYNAMIC HT  -           1.658 (meters)       5.44  (feet)  COMP
 FX0032  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 FX0032
 FX0032  VERT ORDER  -  FIRST     CLASS I
 FX0032
 FX0032.The horizontal coordinates were scaled from a topographic map and have
 FX0032.an estimated accuracy of +/- 6 seconds.
 FX0032
 FX0032.The orthometric height was determined by differential leveling
 FX0032.and adjusted by the National Geodetic Survey in June 1991..
 FX0032.WARNING-Repeat measurements at this control monument indicate possible
 FX0032.vertical movement.
 FX0032
 FX0032.This Tidal Bench Mark is designated as VM 11323
 FX0032.by the Center for Operational Oceanographic Products and Services.
 FX0032
 FX0032.The geoid height was determined by GEOID03.
 FX0032
 FX0032.The dynamic height is computed by dividing the NAVD 88
 FX0032.geopotential number by the normal gravity value computed on the
 FX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0032.degrees latitude (g = 980.6199 gals.).
 FX0032
 FX0032.The modeled gravity was interpolated from observed gravity values.
 FX0032
 FX0032;                    North         East    Units  Estimated Accuracy
 FX0032;SPC VA S     - 1,066,650.    3,706,380.      MT  (+/- 180 meters Scaled)
 FX0032
 FX0032                          SUPERSEDED SURVEY CONTROL
 FX0032
 FX0032  NGVD 29 (??/??/92)    1.906  (m)            6.25   (f) ADJ UNCH    1 1
 FX0032
 FX0032.Superseded values are not recommended for survey control.
 FX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0032.See file dsdata.txt to determine how the superseded data were derived.
 FX0032
 FX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF945856(NAD 83)
 FX0032_MARKER: DJ = TIDAL STATION DISK
 FX0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0032_SP_SET: CONCRETE BULKHEAD
 FX0032_STAMPING: NO 1 1944
 FX0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0032+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 FX0032
 FX0032  HISTORY     - Date     Condition        Report By
 FX0032  HISTORY     - 1944     MONUMENTED       CGS
 FX0032  HISTORY     - 1972     GOOD             NGS
 FX0032  HISTORY     - 1978     GOOD             DMA
 FX0032  HISTORY     - 1979     GOOD             NGS
 FX0032  HISTORY     - 20010714 GOOD             USPSQD
 FX0032
 FX0032                          STATION DESCRIPTION
 FX0032
 FX0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0032'3.2 MI W FROM BAYSIDE.
 FX0032'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST
 FX0032'OFFICE AT BAYSIDE, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 60,
 FX0032'THENCE 0.15 MILE EASTERLY ALONG ROAD TO NAVAL AMPHIBIOUS BASE,
 FX0032'ALONG THE SOUTH SIDE OF 8 PIERS, 155 FEET NORTH OF THE CENTER
 FX0032'LINE OF JIMA CIRCLE, 72 FEET NORTHEAST OF THE NORTHEAST CORNER
 FX0032'OF CONCRETE BLOCK BUILDING NO. 2082, 16 FEET NORTH OF THE CENTER
 FX0032'LINE OF A PAVED ROAD LEADING ALONG THE SOUTH SIDE OF PIERS,
 FX0032'8 1/2 FEET WEST OF PIER NO. 3, 300 FEET EAST OF TIDAL BM NO. 2
 FX0032'DESCRIBED, SET IN THE TOP OF A CONCRETE BULKHEAD AND 1/2 FOOT
 FX0032'ABOVE THE LEVEL OF THE ROAD ALONG THE PIER.
 FX0032
 FX0032                          STATION RECOVERY (1978)
 FX0032
 FX0032'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0032'RECOVERED IN GOOD CONDITION.
 FX0032
 FX0032                          STATION RECOVERY (1979)
 FX0032
 FX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0032'RECOVERED IN GOOD CONDITION.
 FX0032
 FX0032                          STATION RECOVERY (2001)
 FX0032
 FX0032'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0033 ***********************************************************************
 FX0033  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0033  DESIGNATION -  863 8776 TIDAL 2
 FX0033  PID         -  FX0033
 FX0033  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0033  USGS QUAD   -  LITTLE CREEK (1989)
 FX0033
 FX0033                         *CURRENT SURVEY CONTROL
 FX0033  ___________________________________________________________________
 FX0033* NAD 83(1986)-  36 54 39.     (N)    076 11 01.     (W)     SCALED    
 FX0033* NAVD 88     -         1.599  (meters)       5.25   (feet)  ADJUSTED  
 FX0033  ___________________________________________________________________
 FX0033  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX0033  DYNAMIC HT  -           1.598 (meters)       5.24  (feet)  COMP
 FX0033  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 FX0033
 FX0033  VERT ORDER  -  FIRST     CLASS I
 FX0033
 FX0033.The horizontal coordinates were scaled from a topographic map and have
 FX0033.an estimated accuracy of +/- 6 seconds.
 FX0033
 FX0033.The orthometric height was determined by differential leveling
 FX0033.and adjusted by the National Geodetic Survey in June 1991..
 FX0033
 FX0033.This Tidal Bench Mark is designated as VM 11324
 FX0033.by the Center for Operational Oceanographic Products and Services.
 FX0033
 FX0033.The geoid height was determined by GEOID03.
 FX0033
 FX0033.The dynamic height is computed by dividing the NAVD 88
 FX0033.geopotential number by the normal gravity value computed on the
 FX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0033.degrees latitude (g = 980.6199 gals.).
 FX0033
 FX0033.The modeled gravity was interpolated from observed gravity values.
 FX0033
 FX0033;                    North         East    Units  Estimated Accuracy
 FX0033;SPC VA S     - 1,066,620.    3,706,400.      MT  (+/- 180 meters Scaled)
 FX0033
 FX0033                          SUPERSEDED SURVEY CONTROL
 FX0033
 FX0033  NGVD 29 (??/??/92)    1.847  (m)            6.06   (f) ADJ UNCH    1 1
 FX0033
 FX0033.Superseded values are not recommended for survey control.
 FX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0033.See file dsdata.txt to determine how the superseded data were derived.
 FX0033
 FX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF945856(NAD 83)
 FX0033_MARKER: DJ = TIDAL STATION DISK
 FX0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0033_SP_SET: CONCRETE BULKHEAD
 FX0033_STAMPING: NO 2 1944
 FX0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0033+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 FX0033
 FX0033  HISTORY     - Date     Condition        Report By
 FX0033  HISTORY     - 1944     MONUMENTED       CGS
 FX0033  HISTORY     - 1972     GOOD             NGS
 FX0033  HISTORY     - 1978     GOOD             DMA
 FX0033  HISTORY     - 1979     GOOD             NGS
 FX0033  HISTORY     - 20010714 GOOD             USPSQD
 FX0033
 FX0033                          STATION DESCRIPTION
 FX0033
 FX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0033'3.2 MI W FROM BAYSIDE.
 FX0033'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST
 FX0033'OFFICE AT BAYSIDE, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 60,
 FX0033'THENCE 0.15 MILE EASTERLY ALONG ROAD THRU THE U.S. NAVAL
 FX0033'AMPHIBIOUS BASE, ALONG THE SOUTH SIDE OF 8 PIERS, 85 FEET NORTH
 FX0033'OF THE NORTHEAST CORNER OF BUILDING NO. 2074, 16 FEET NORTH
 FX0033'OF THE CENTER LINE OF A ROAD ALONG THE SOUTH SIDE OF THE PIER,
 FX0033'17 FEET EAST OF THE CENTER LINE OF PIER NO. 5, 300 FEET WEST OF
 FX0033'TIDAL BM NO. 1 DESCRIBED, SET IN THE TOP OF A CONCRETE BULKHEAD
 FX0033'WHICH IS 10 INCHES ABOVE THE LEVEL OF THE ROAD.
 FX0033
 FX0033                          STATION RECOVERY (1978)
 FX0033
 FX0033'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0033'RECOVERED IN GOOD CONDITION.
 FX0033
 FX0033                          STATION RECOVERY (1979)
 FX0033
 FX0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0033'RECOVERED IN GOOD CONDITION.
 FX0033
 FX0033                          STATION RECOVERY (2001)
 FX0033
 FX0033'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0028 ***********************************************************************
 FX0028  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0028  DESIGNATION -  863 8776 TIDAL 4
 FX0028  PID         -  FX0028
 FX0028  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0028  USGS QUAD   -  LITTLE CREEK (1989)
 FX0028
 FX0028                         *CURRENT SURVEY CONTROL
 FX0028  ___________________________________________________________________
 FX0028* NAD 83(1986)-  36 54 43.     (N)    076 10 34.     (W)     SCALED    
 FX0028* NAVD 88     -         2.848  (meters)       9.34   (feet)  ADJUSTED  
 FX0028  ___________________________________________________________________
 FX0028  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX0028  DYNAMIC HT  -           2.846 (meters)       9.34  (feet)  COMP
 FX0028  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 FX0028
 FX0028  VERT ORDER  -  FIRST     CLASS I
 FX0028
 FX0028.The horizontal coordinates were scaled from a topographic map and have
 FX0028.an estimated accuracy of +/- 6 seconds.
 FX0028
 FX0028.The orthometric height was determined by differential leveling
 FX0028.and adjusted by the National Geodetic Survey in June 1991..
 FX0028.WARNING-Repeat measurements at this control monument indicate possible
 FX0028.vertical movement.
 FX0028
 FX0028.This Tidal Bench Mark is designated as VM 11327
 FX0028.by the Center for Operational Oceanographic Products and Services.
 FX0028
 FX0028.The geoid height was determined by GEOID03.
 FX0028
 FX0028.The dynamic height is computed by dividing the NAVD 88
 FX0028.geopotential number by the normal gravity value computed on the
 FX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0028.degrees latitude (g = 980.6199 gals.).
 FX0028
 FX0028.The modeled gravity was interpolated from observed gravity values.
 FX0028
 FX0028;                    North         East    Units  Estimated Accuracy
 FX0028;SPC VA S     - 1,066,760.    3,707,070.      MT  (+/- 180 meters Scaled)
 FX0028
 FX0028                          SUPERSEDED SURVEY CONTROL
 FX0028
 FX0028  NGVD 29 (??/??/92)    3.095  (m)           10.15   (f) ADJ UNCH    1 1
 FX0028
 FX0028.Superseded values are not recommended for survey control.
 FX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0028.See file dsdata.txt to determine how the superseded data were derived.
 FX0028
 FX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF952857(NAD 83)
 FX0028_MARKER: DJ = TIDAL STATION DISK
 FX0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0028_SP_SET: BUILDING FOUNDATION
 FX0028_STAMPING: NO 4 1953
 FX0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0028
 FX0028  HISTORY     - Date     Condition        Report By
 FX0028  HISTORY     - 1953     MONUMENTED       CGS
 FX0028  HISTORY     - 1972     GOOD             NGS
 FX0028  HISTORY     - 1979     GOOD             NGS
 FX0028
 FX0028                          STATION DESCRIPTION
 FX0028
 FX0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0028'2.9 MI NW FROM BAYSIDE.
 FX0028'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST OFFICE
 FX0028'AT BAYSIDE, THENCE 2.45 MILES WEST ALONG U.S. HIGHWAY 60, THENCE
 FX0028'0.35 MILE NORTH ALONG ABBOTT ROAD, 18 FEET WEST OF THE CENTER
 FX0028'LINE OF PAVED ROAD, SET ON THE TOP OF THE NORTHEAST CORNER OF
 FX0028'THE CONCRETE FOUNDATION FOR BUILDING NO. 9, 148 FEET SOUTH-SOUTHWEST
 FX0028'OF TIDAL 1 DESCRIBED, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND 3
 FX0028'INCHES ABOVE THE LEVEL OF THE GROUND.  AT INSHORE UNDERSEA WARFARE
 FX0028'GROUP 2.
 FX0028
 FX0028                          STATION RECOVERY (1979)
 FX0028
 FX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0027 ***********************************************************************
 FX0027  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0027  DESIGNATION -  863 8776 TIDAL CSB 3
 FX0027  PID         -  FX0027
 FX0027  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0027  USGS QUAD   -  LITTLE CREEK (1989)
 FX0027
 FX0027                         *CURRENT SURVEY CONTROL
 FX0027  ___________________________________________________________________
 FX0027* NAD 83(1986)-  36 54 40.     (N)    076 10 35.     (W)     SCALED    
 FX0027* NAVD 88     -         3.539  (meters)      11.61   (feet)  ADJUSTED  
 FX0027  ___________________________________________________________________
 FX0027  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX0027  DYNAMIC HT  -           3.537 (meters)      11.60  (feet)  COMP
 FX0027  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0027
 FX0027  VERT ORDER  -  FIRST     CLASS I
 FX0027
 FX0027.The horizontal coordinates were scaled from a topographic map and have
 FX0027.an estimated accuracy of +/- 6 seconds.
 FX0027
 FX0027.The orthometric height was determined by differential leveling
 FX0027.and adjusted by the National Geodetic Survey in June 1991..
 FX0027.WARNING-Repeat measurements at this control monument indicate possible
 FX0027.vertical movement.
 FX0027
 FX0027.This Tidal Bench Mark is designated as VM 11325
 FX0027.by the Center for Operational Oceanographic Products and Services.
 FX0027
 FX0027.The geoid height was determined by GEOID03.
 FX0027
 FX0027.The dynamic height is computed by dividing the NAVD 88
 FX0027.geopotential number by the normal gravity value computed on the
 FX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0027.degrees latitude (g = 980.6199 gals.).
 FX0027
 FX0027.The modeled gravity was interpolated from observed gravity values.
 FX0027
 FX0027;                    North         East    Units  Estimated Accuracy
 FX0027;SPC VA S     - 1,066,670.    3,707,040.      MT  (+/- 180 meters Scaled)
 FX0027
 FX0027                          SUPERSEDED SURVEY CONTROL
 FX0027
 FX0027  NGVD 29 (??/??/92)    3.786  (m)           12.42   (f) ADJ UNCH    1 1
 FX0027
 FX0027.Superseded values are not recommended for survey control.
 FX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0027.See file dsdata.txt to determine how the superseded data were derived.
 FX0027
 FX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF952856(NAD 83)
 FX0027_MARKER: DJ = TIDAL STATION DISK
 FX0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0027_SP_SET: BUILDING FOUNDATION
 FX0027_STAMPING: CSB NO 3 1950
 FX0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0027
 FX0027  HISTORY     - Date     Condition        Report By
 FX0027  HISTORY     - 1950     MONUMENTED       CGS
 FX0027  HISTORY     - 1972     GOOD             NGS
 FX0027  HISTORY     - 1978     GOOD             DMA
 FX0027  HISTORY     - 1979     GOOD             NGS
 FX0027  HISTORY     - 20010714 MARK NOT FOUND   USPSQD
 FX0027
 FX0027                          STATION DESCRIPTION
 FX0027
 FX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0027'2.9 MI NW FROM BAYSIDE.
 FX0027'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST
 FX0027'OFFICE AT BAYSIDE, THENCE 2.45 MILES WEST ALONG U.S. HIGHWAY 60,
 FX0027'THENCE 0.35 MILE NORTH ALONG ABBOTT ROAD, AT INSHORE UNDERSEA
 FX0027'WARFARE GROUP 2, ABOUT 100 FEET SOUTHEAST OF AND ACROSS THE
 FX0027'ROAD FROM THE U.S. COAST GUARD STATION HDQ. BLDG, 23 FEET EAST
 FX0027'OF THE CENTER LINE OF ABBOTT ROAD, SET IN THE TOP OF THE NORTHWEST
 FX0027'CORNER OF CONCRETE FOUNDATION FOR BUILDING NO. 11 (A LARGE TIN
 FX0027'BUILDING), AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 FX0027
 FX0027                          STATION RECOVERY (1978)
 FX0027
 FX0027'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0027'RECOVERED IN GOOD CONDITION.
 FX0027
 FX0027                          STATION RECOVERY (1979)
 FX0027
 FX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0027'RECOVERED IN GOOD CONDITION.
 FX0027
 FX0027                          STATION RECOVERY (2001)
 FX0027
 FX0027'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0027'THERE IS NO LONGER A BLDG NO. 11. CAREFUL SEARCH DID REVEAL WHAT WAS
 FX0027'LEFT OF AN OLD FOUNDATION BETWEEN TWO NEW BUILDINGS. BELIEVE IT MAY
 FX0027'HAVE BEEN THE OLD BLDG NO. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0029 ***********************************************************************
 FX0029  DESIGNATION -  863 8776 TIDAL CSB 1
 FX0029  PID         -  FX0029
 FX0029  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0029  USGS QUAD   -  LITTLE CREEK (1989)
 FX0029
 FX0029                         *CURRENT SURVEY CONTROL
 FX0029  ___________________________________________________________________
 FX0029* NAD 83(1986)-  36 54 44.     (N)    076 10 34.     (W)     SCALED    
 FX0029* NAVD 88     -         2.991  (meters)       9.81   (feet)  ADJUSTED  
 FX0029  ___________________________________________________________________
 FX0029  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX0029  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 FX0029  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 FX0029
 FX0029  VERT ORDER  -  FIRST     CLASS I
 FX0029
 FX0029.The horizontal coordinates were scaled from a topographic map and have
 FX0029.an estimated accuracy of +/- 6 seconds.
 FX0029
 FX0029.The orthometric height was determined by differential leveling
 FX0029.and adjusted by the National Geodetic Survey in June 1991..
 FX0029.WARNING-Repeat measurements at this control monument indicate possible
 FX0029.vertical movement.
 FX0029
 FX0029.The geoid height was determined by GEOID03.
 FX0029
 FX0029.The dynamic height is computed by dividing the NAVD 88
 FX0029.geopotential number by the normal gravity value computed on the
 FX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0029.degrees latitude (g = 980.6199 gals.).
 FX0029
 FX0029.The modeled gravity was interpolated from observed gravity values.
 FX0029
 FX0029;                    North         East    Units  Estimated Accuracy
 FX0029;SPC VA S     - 1,066,790.    3,707,070.      MT  (+/- 180 meters Scaled)
 FX0029
 FX0029                          SUPERSEDED SURVEY CONTROL
 FX0029
 FX0029  NGVD 29 (??/??/92)    3.238  (m)           10.62   (f) ADJ UNCH    1 1
 FX0029
 FX0029.Superseded values are not recommended for survey control.
 FX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0029.See file dsdata.txt to determine how the superseded data were derived.
 FX0029
 FX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF952857(NAD 83)
 FX0029_MARKER: DJ = TIDAL STATION DISK
 FX0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0029_SP_SET: FLAGPOLE BASE
 FX0029_STAMPING: CSB NO 1 1950
 FX0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0029
 FX0029  HISTORY     - Date     Condition        Report By
 FX0029  HISTORY     - 1950     MONUMENTED       CGS
 FX0029  HISTORY     - 1972     GOOD             NGS
 FX0029  HISTORY     - 1978     MARK NOT FOUND   DMA
 FX0029  HISTORY     - 1979     MARK NOT FOUND   NGS
 FX0029
 FX0029                          STATION DESCRIPTION
 FX0029
 FX0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0029'2.9 MI NW FROM BAYSIDE.
 FX0029'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST
 FX0029'OFFICE AT BAYSIDE, THENCE 2.45 MILES WEST ALONG U.S. HIGHWAY
 FX0029'60, THENCE 0.35 MILE NORTH ALONG ABBOTT ROAD, 85 FEET SOUTH OF
 FX0029'THE SOUTH FACE OF BUILDING T 1 WHICH IS THE HDQ. BUILDING, 33
 FX0029'FEET NORTH OF THE CENTER LINE OF SCHOFIELD ROAD, SET IN THE TOP
 FX0029'OF THE EAST CORNER OF THE CONCRETE BASE FOR FLAGPOLE, 148 FEET
 FX0029'NORTHEAST OF TIDAL 4 DESCRIBED AND 2 FEET ABOVE THE LEVEL OF THE
 FX0029'GROUND.  AT INSHORE UNDERSEA WARFARE GROUP 2.
 FX0029
 FX0029                          STATION RECOVERY (1978)
 FX0029
 FX0029'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0029'A NEW BASE FOR FLAG POLE WAS BUILT MARK EITHER DESTROYED OR COVERED
 FX0029'UP.
 FX0029
 FX0029                          STATION RECOVERY (1979)
 FX0029
 FX0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0029'NOT RECOVERED.  NOTE=THE FLAGPOLE NOW HAS A NEW BASE, DISK WAS NOT
 FX0029'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0030 ***********************************************************************
 FX0030  DESIGNATION -  863 8776 TIDAL TERMINAL 3
 FX0030  PID         -  FX0030
 FX0030  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0030  USGS QUAD   -  LITTLE CREEK (1989)
 FX0030
 FX0030                         *CURRENT SURVEY CONTROL
 FX0030  ___________________________________________________________________
 FX0030* NAD 83(1986)-  36 54 24.     (N)    076 10 54.     (W)     SCALED    
 FX0030* NAVD 88     -         4.160  (meters)      13.65   (feet)  ADJUSTED  
 FX0030  ___________________________________________________________________
 FX0030  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX0030  DYNAMIC HT  -           4.157 (meters)      13.64  (feet)  COMP
 FX0030  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 FX0030
 FX0030  VERT ORDER  -  FIRST     CLASS I
 FX0030
 FX0030.The horizontal coordinates were scaled from a topographic map and have
 FX0030.an estimated accuracy of +/- 6 seconds.
 FX0030
 FX0030.The orthometric height was determined by differential leveling
 FX0030.and adjusted by the National Geodetic Survey in June 1991..
 FX0030.WARNING-Repeat measurements at this control monument indicate possible
 FX0030.vertical movement.
 FX0030
 FX0030.The geoid height was determined by GEOID03.
 FX0030
 FX0030.The dynamic height is computed by dividing the NAVD 88
 FX0030.geopotential number by the normal gravity value computed on the
 FX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0030.degrees latitude (g = 980.6199 gals.).
 FX0030
 FX0030.The modeled gravity was interpolated from observed gravity values.
 FX0030
 FX0030;                    North         East    Units  Estimated Accuracy
 FX0030;SPC VA S     - 1,066,160.    3,706,590.      MT  (+/- 180 meters Scaled)
 FX0030
 FX0030                          SUPERSEDED SURVEY CONTROL
 FX0030
 FX0030  NGVD 29 (??/??/92)    4.414  (m)           14.48   (f) ADJ UNCH    1 1
 FX0030
 FX0030.Superseded values are not recommended for survey control.
 FX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0030.See file dsdata.txt to determine how the superseded data were derived.
 FX0030
 FX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF947851(NAD 83)
 FX0030_MARKER: DJ = TIDAL STATION DISK
 FX0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0030_SP_SET: FOUNDATION
 FX0030_STAMPING: TERMINAL NO 3 1929
 FX0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0030
 FX0030  HISTORY     - Date     Condition        Report By
 FX0030  HISTORY     - 1929     MONUMENTED       CGS
 FX0030  HISTORY     - 1972     GOOD             NGS
 FX0030  HISTORY     - 1978     GOOD             DMA
 FX0030  HISTORY     - 1979     GOOD             NGS
 FX0030
 FX0030                          STATION DESCRIPTION
 FX0030
 FX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0030'2.7 MI W FROM BAYSIDE.
 FX0030'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST OFFICE
 FX0030'AT BAYSIDE, THENCE 2.6 MILES WEST ALONG U.S. HIGHWAY 60, ALONG
 FX0030'THE PENN CENTRAL RAILROAD, AT THE U.S. HIGHWAY 60 OVERPASS OVER
 FX0030'THE TRACKS, 75 FEET SOUTHEAST OF THE MOST SOUTHEAST RAIL OF
 FX0030'THE TRACK, AT THE MOST SOUTHEAST CONCRETE FOUNDATION SUPPORTING
 FX0030'6 CONCRETE PILLARS, 5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 FX0030'FOUNDATION, 4 1/2 FEET BELOW THE LEVEL OF THE TOP OF THE CONCRETE
 FX0030'FOUNDATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE FOUNDATION,
 FX0030'1 FOOT ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF
 FX0030'THE TRACK.  NOTE-- BAYSIDE IS A SUB-DIVISION OF VIRGINIA BEACH.
 FX0030
 FX0030                          STATION RECOVERY (1978)
 FX0030
 FX0030'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0030'RECOVERED IN GOOD CONDITION.
 FX0030
 FX0030                          STATION RECOVERY (1979)
 FX0030
 FX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4591 ***********************************************************************
 AJ4591  FBN         -  This is a Federal Base Network Control Station.
 AJ4591  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4591  DESIGNATION -  863 8863 NO 2 TIDAL
 AJ4591  PID         -  AJ4591
 AJ4591  STATE/COUNTY-  VA/NORTHAMPTON
 AJ4591  USGS QUAD   -  CAPE HENRY (1986)
 AJ4591
 AJ4591                         *CURRENT SURVEY CONTROL
 AJ4591  ___________________________________________________________________
 AJ4591* NAD 83(1993)-  36 57 58.68822(N)    076 06 46.63938(W)     ADJUSTED  
 AJ4591* NAVD 88     -         7.7    (meters)      25.     (feet)  GPS OBS   
 AJ4591  ___________________________________________________________________
 AJ4591  X           -   1,224,576.206 (meters)                     COMP
 AJ4591  Y           -  -4,953,085.316 (meters)                     COMP
 AJ4591  Z           -   3,814,388.086 (meters)                     COMP
 AJ4591  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AJ4591  ELLIP HEIGHT-         -29.55  (meters)          (07/14/04) GPS OBS
 AJ4591  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 AJ4591
 AJ4591  HORZ ORDER  -  A
 AJ4591  ELLP ORDER  -  THIRD     CLASS II
 AJ4591
 AJ4591.The horizontal coordinates were established by GPS observations
 AJ4591.and adjusted by the National Geodetic Survey in July 2004..
 AJ4591
 AJ4591.The orthometric height was determined by GPS observations and a
 AJ4591.high-resolution geoid model.
 AJ4591
 AJ4591.This Tidal Bench Mark is designated as VM 1555
 AJ4591.by the Center for Operational Oceanographic Products and Services.
 AJ4591
 AJ4591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4591
 AJ4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4591
 AJ4591.The ellipsoidal height was determined by GPS observations
 AJ4591.and is referenced to NAD 83.
 AJ4591
 AJ4591.The geoid height was determined by GEOID03.
 AJ4591
 AJ4591;                    North         East     Units Scale Factor Converg.
 AJ4591;SPC VA S     - 1,072,930.478 3,712,539.482   MT  0.99996977   +1 26 55.5
 AJ4591;SPC VA S     - 3,520,106.08 12,180,223.28   sFT  0.99996977   +1 26 55.5
 AJ4591;UTM  18      - 4,091,712.853   400,928.183   MT  0.99972091   -0 40 09.6
 AJ4591
 AJ4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4591!SPC VA S     -   1.00000464  x   0.99996977  =   0.99997441
 AJ4591!UTM  18      -   1.00000464  x   0.99972091  =   0.99972555
 AJ4591
 AJ4591                          SUPERSEDED SURVEY CONTROL
 AJ4591
 AJ4591  NAD 83(1993)-  36 57 58.68830(N)    076 06 46.63949(W) AD(       ) A
 AJ4591  ELLIP H (08/14/01)  -29.55   (m)                       GP(       ) 4 1
 AJ4591
 AJ4591.Superseded values are not recommended for survey control.
 AJ4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4591.See file dsdata.txt to determine how the superseded data were derived.
 AJ4591
 AJ4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0092891713(NAD 83)
 AJ4591_MARKER: DJ = TIDAL STATION DISK
 AJ4591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ4591_SP_SET: CONCRETE PIER
 AJ4591_STAMPING: NO 2 1975
 AJ4591_MARK LOGO: NOS   
 AJ4591_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4591+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 AJ4591
 AJ4591  HISTORY     - Date     Condition        Report By
 AJ4591  HISTORY     - 1975     MONUMENTED       NOS
 AJ4591  HISTORY     - 20041002 GOOD             USPSQD
 AJ4591
 AJ4591                          STATION DESCRIPTION
 AJ4591
 AJ4591'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 AJ4591'RECOVERED BY NATIONAL GEODETIC SURVEY IN GOOD CONDITION, NEW
 AJ4591'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED AT THE ENTRANCE TO THE
 AJ4591'CHESAPEAKE BAY BRIDGE TUNNEL FISHING PIER WHICH IS LOCATED ON THE WEST
 AJ4591'SIDE OF THE SOUTH ENTRANCE OF THE SOUTH ONE OF THE TWO TUNNELS OF THE
 AJ4591'BAY BRIDGE.  TO REACH THE STATION FROM THE SOUTH TOLL BOOTH OF THE US
 AJ4591'HIGHWAY 13 CHESAPEAKE BAY BRIDGE TUNNEL IN CHESAPEAKE BEACH, GO NORTH
 AJ4591'ON THE BRIDGE (US HIGHWAY 13) FOR 4.83 KM (3.00 MI) TO THE SOUTH
 AJ4591'ENTRANCE OF THE SOUTH TUNNEL AND THE ENTRANCE ROAD TO THE FISHING PIER
 AJ4591'AND RESTAURANT ON THE LEFT, TURN LEFT, WEST AND BEAR RIGHT, NORTH ON
 AJ4591'THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE NORTH SIDE OF THE
 AJ4591'RESTAURANT BUILDING AND THE ENTRANCE OF THE FISHING PIER AND STATION
 AJ4591'ON THE LEFT.  THE STATION IS A PRIMARY NOS BENCH MARK DISK SET ABOUT
 AJ4591'FLUSH IN A DRILL HOLE IN THE CONCRETE WALKWAY (PIER) AT THE ENTRANCE
 AJ4591'OF THE FISHING PIER LOCATED JUST NORTH OF THE NORTHWEST CORNER OF THE
 AJ4591'RESTAURANT BUILDING.  LOCATED 22.1 M (72.5 FT) WEST OF THE SOUTHWEST
 AJ4591'CORNER OF THE AIR EXCHANGE BUILDING, 2.5 M (8.2 FT) NORTH OF THE
 AJ4591'NORTHWEST CORNER OF THE RESTAURANT BUILDING AND CENTERED BETWEEN THE
 AJ4591'CHAIN LINK FENCE ENTRANCE FOR THE FISHING PIER.
 AJ4591
 AJ4591                          STATION RECOVERY (2004)
 AJ4591
 AJ4591'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 AJ4591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4592 ***********************************************************************
 AJ4592  FBN         -  This is a Federal Base Network Control Station.
 AJ4592  DESIGNATION -  863 9348 D TIDAL
 AJ4592  PID         -  AJ4592
 AJ4592  STATE/COUNTY-  VA/C OF CHESAPEAKE
 AJ4592  USGS QUAD   -  NORFOLK SOUTH (1986)
 AJ4592
 AJ4592                         *CURRENT SURVEY CONTROL
 AJ4592  ___________________________________________________________________
 AJ4592* NAD 83(1993)-  36 46 54.66816(N)    076 17 53.15358(W)     ADJUSTED  
 AJ4592* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AJ4592  ___________________________________________________________________
 AJ4592  X           -   1,211,472.953 (meters)                     COMP
 AJ4592  Y           -  -4,968,944.987 (meters)                     COMP
 AJ4592  Z           -   3,798,009.922 (meters)                     COMP
 AJ4592  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AJ4592  ELLIP HEIGHT-         -35.61  (meters)          (07/14/04) GPS OBS
 AJ4592  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 AJ4592
 AJ4592  HORZ ORDER  -  A
 AJ4592  ELLP ORDER  -  THIRD     CLASS II
 AJ4592
 AJ4592.The horizontal coordinates were established by GPS observations
 AJ4592.and adjusted by the National Geodetic Survey in July 2004..
 AJ4592
 AJ4592.The orthometric height was determined by GPS observations and a
 AJ4592.high-resolution geoid model.
 AJ4592
 AJ4592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4592
 AJ4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4592
 AJ4592.The ellipsoidal height was determined by GPS observations
 AJ4592.and is referenced to NAD 83.
 AJ4592
 AJ4592.The geoid height was determined by GEOID03.
 AJ4592
 AJ4592;                    North         East     Units Scale Factor Converg.
 AJ4592;SPC VA S     - 1,052,066.339 3,696,535.095   MT  0.99999728   +1 20 11.0
 AJ4592;SPC VA S     - 3,451,654.31 12,127,715.56   sFT  0.99999728   +1 20 11.0
 AJ4592;UTM  18      - 4,071,458.729   384,168.376   MT  0.99976529   -0 46 38.5
 AJ4592
 AJ4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4592!SPC VA S     -   1.00000559  x   0.99999728  =   1.00000287
 AJ4592!UTM  18      -   1.00000559  x   0.99976529  =   0.99977088
 AJ4592
 AJ4592                          SUPERSEDED SURVEY CONTROL
 AJ4592
 AJ4592  NAD 83(1993)-  36 46 54.66822(N)    076 17 53.15364(W) AD(       ) A
 AJ4592  ELLIP H (08/14/01)  -35.60   (m)                       GP(       ) 4 1
 AJ4592
 AJ4592.Superseded values are not recommended for survey control.
 AJ4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4592.See file dsdata.txt to determine how the superseded data were derived.
 AJ4592
 AJ4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8416871459(NAD 83)
 AJ4592_MARKER: I = METAL ROD
 AJ4592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4592_STAMPING: 9348 D
 AJ4592_MARK LOGO: NOS   
 AJ4592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4592+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 AJ4592
 AJ4592  HISTORY     - Date     Condition        Report By
 AJ4592  HISTORY     - 1990     MONUMENTED       NOS
 AJ4592  HISTORY     - 20030716 GOOD             JCLS
 AJ4592
 AJ4592                          STATION DESCRIPTION
 AJ4592
 AJ4592'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AJ4592'THE STATION IS LOCATED IN CHESAPEAKE ON THE WEST SIDE OF BUELL STREET
 AJ4592'AND ON THE NORTH SIDE OF THE ENTRANCE TO THE MAIN OFFICE OF THE THE
 AJ4592'ELIZABETH RIVER TERMINALS.  OWNERSHIP--ELIZABETH RIVER TERMINALS.  TO
 AJ4592'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 464 AND THE
 AJ4592'FREEMAN STREET EXIT IN CHESAPEAKE, FROM THE CENTER OF THE UNDERPASS OF
 AJ4592'FREEMAN STREET GO WEST ON FREMAN STREET TO ITS END AT THE JUNCTION OF
 AJ4592'BUELL STREET ON THE LEFT, TURN LEFT SOUTH ON BUELL STREET FOR 0.48 KM
 AJ4592'(0.30 MI) TO A RAILROAD CROSSING, CONTINUE AHEAD CROSSING THE TRACKS
 AJ4592'FOR ABOUT 15.24 M (50.00 FT) TO THE ENTRANCE DRIVE OF THE ELIZABETH
 AJ4592'RIVER TERMINAL OFFICE AND THE STATION ON THE NORTH SIDE OF THE
 AJ4592'ENTRANCE DRIVE.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 AJ4592'STEEL ROD ENCASED IN A 13 CM PVC PIPE SURROUNDED BY CONCRETE ABOUT
 AJ4592'FLUSH WITH THE GROUND, LOCATED 17.25 M (56.59 FT) SOUTH OF THE SOUTH
 AJ4592'RAIL OF THE TRACKS, 12.80 M (41.99 FT) WEST OF THE CENTER OF BUELL
 AJ4592'STREET, 9.08 M (29.79 FT) SOUTHWEST OF A POWER POLE (NUMBER UH-39),
 AJ4592'7.3 M (24.0 FT) SOUTHWEST OF A LARGE SIGN (ELIZABETH RIVER TERMINALS
 AJ4592'4100 BUELL STREET) AND 1.19 M (3.90 FT) SOUTH OF A FIBERGLASS WITNESS
 AJ4592'POST.
 AJ4592
 AJ4592                          STATION RECOVERY (2003)
 AJ4592
 AJ4592'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AJ4592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0644 ***********************************************************************
 FW0644  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0644  DESIGNATION -  863 9428 TIDAL 1
 FW0644  PID         -  FW0644
 FW0644  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0644  USGS QUAD   -  NORTH BAY (1986)
 FW0644
 FW0644                         *CURRENT SURVEY CONTROL
 FW0644  ___________________________________________________________________
 FW0644* NAD 83(1986)-  36 41 40.     (N)    075 55 29.     (W)     SCALED    
 FW0644* NAVD 88     -         3.026  (meters)       9.93   (feet)  ADJUSTED  
 FW0644  ___________________________________________________________________
 FW0644  GEOID HEIGHT-         -38.10  (meters)                     GEOID03
 FW0644  DYNAMIC HT  -           3.023 (meters)       9.92  (feet)  COMP
 FW0644  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 FW0644
 FW0644  VERT ORDER  -  FIRST     CLASS II
 FW0644
 FW0644.The horizontal coordinates were scaled from a topographic map and have
 FW0644.an estimated accuracy of +/- 6 seconds.
 FW0644
 FW0644.The orthometric height was determined by differential leveling
 FW0644.and adjusted by the National Geodetic Survey in June 1991..
 FW0644.WARNING-Repeat measurements at this control monument indicate possible
 FW0644.vertical movement.
 FW0644
 FW0644.This Tidal Bench Mark is designated as VM 3534
 FW0644.by the Center for Operational Oceanographic Products and Services.
 FW0644
 FW0644.The geoid height was determined by GEOID03.
 FW0644
 FW0644.The dynamic height is computed by dividing the NAVD 88
 FW0644.geopotential number by the normal gravity value computed on the
 FW0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0644.degrees latitude (g = 980.6199 gals.).
 FW0644
 FW0644.The modeled gravity was interpolated from observed gravity values.
 FW0644
 FW0644;                    North         East    Units  Estimated Accuracy
 FW0644;SPC VA S     - 1,043,210.    3,730,120.      MT  (+/- 180 meters Scaled)
 FW0644
 FW0644                          SUPERSEDED SURVEY CONTROL
 FW0644
 FW0644.No superseded survey control is available for this station.
 FW0644
 FW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF173613(NAD 83)
 FW0644_MARKER: DJ = TIDAL STATION DISK
 FW0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0644_SP_SET: CONCRETE PORCH
 FW0644_STAMPING: NO 1 1975
 FW0644_MARK LOGO: NOS   
 FW0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0644
 FW0644  HISTORY     - Date     Condition        Report By
 FW0644  HISTORY     - 1975     MONUMENTED       NOS
 FW0644  HISTORY     - 1979     GOOD             NGS
 FW0644  HISTORY     - 1984     GOOD             NGS
 FW0644  HISTORY     - 1989     GOOD             USPSQD
 FW0644
 FW0644                          STATION DESCRIPTION
 FW0644
 FW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FW0644'3.8 MI SOUTH FROM SAND BRIDGE.
 FW0644'ABOUT 3.8 MILES SOUTH ALONG SANDPIPER ROAD FROM THE INTERSECTION WITH
 FW0644'SAND BRIDGE ROAD IN SAND BRIDGE.  SET AT THE OLD COAST GUARD STATION
 FW0644'IN LITTLE ISLAND BEACH PARK, FLUSH IN THE PORCH OF THE STATION, 4
 FW0644'FEET SOUTHEAST OF THE ENTRANCE, 4 FEET NORTHEAST OF THE TOP STEP, AND
 FW0644'2 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING.
 FW0644'THE MARK IS 3 FT ABOVE THE GROUND.
 FW0644
 FW0644                          STATION RECOVERY (1984)
 FW0644
 FW0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FW0644'RECOVERED IN GOOD CONDITION.
 FW0644
 FW0644                          STATION RECOVERY (1989)
 FW0644
 FW0644'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0645 ***********************************************************************
 FW0645  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0645  DESIGNATION -  863 9428 TIDAL 2
 FW0645  PID         -  FW0645
 FW0645  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0645  USGS QUAD   -  NORTH BAY (1986)
 FW0645
 FW0645                         *CURRENT SURVEY CONTROL
 FW0645  ___________________________________________________________________
 FW0645* NAD 83(1986)-  36 41 40.     (N)    075 55 28.     (W)     SCALED    
 FW0645* NAVD 88     -         2.133  (meters)       7.00   (feet)  ADJUSTED  
 FW0645  ___________________________________________________________________
 FW0645  GEOID HEIGHT-         -38.10  (meters)                     GEOID03
 FW0645  DYNAMIC HT  -           2.131 (meters)       6.99  (feet)  COMP
 FW0645  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 FW0645
 FW0645  VERT ORDER  -  FIRST     CLASS II
 FW0645
 FW0645.The horizontal coordinates were scaled from a topographic map and have
 FW0645.an estimated accuracy of +/- 6 seconds.
 FW0645
 FW0645.The orthometric height was determined by differential leveling
 FW0645.and adjusted by the National Geodetic Survey in June 1991..
 FW0645
 FW0645.This Tidal Bench Mark is designated as VM 3535
 FW0645.by the Center for Operational Oceanographic Products and Services.
 FW0645
 FW0645.The geoid height was determined by GEOID03.
 FW0645
 FW0645.The dynamic height is computed by dividing the NAVD 88
 FW0645.geopotential number by the normal gravity value computed on the
 FW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0645.degrees latitude (g = 980.6199 gals.).
 FW0645
 FW0645.The modeled gravity was interpolated from observed gravity values.
 FW0645
 FW0645;                    North         East    Units  Estimated Accuracy
 FW0645;SPC VA S     - 1,043,210.    3,730,140.      MT  (+/- 180 meters Scaled)
 FW0645
 FW0645                          SUPERSEDED SURVEY CONTROL
 FW0645
 FW0645.No superseded survey control is available for this station.
 FW0645
 FW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF174613(NAD 83)
 FW0645_MARKER: DJ = TIDAL STATION DISK
 FW0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0645_SP_SET: CONCRETE RAMP
 FW0645_STAMPING: NO 2 1975
 FW0645_MARK LOGO: NOS   
 FW0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0645
 FW0645  HISTORY     - Date     Condition        Report By
 FW0645  HISTORY     - 1975     MONUMENTED       NOS
 FW0645  HISTORY     - 1979     GOOD             NGS
 FW0645  HISTORY     - 1984     GOOD             NGS
 FW0645  HISTORY     - 1989     GOOD             USPSQD
 FW0645
 FW0645                          STATION DESCRIPTION
 FW0645
 FW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FW0645'3.8 MI SOUTH FROM SAND BRIDGE.
 FW0645'ABOUT 3.8 MILES SOUTH ALONG SANDPIPER ROAD FROM THE INTERSECTION
 FW0645'WITH SAND BRIDGE ROAD IN SAND BRIDGE.  SET AT THE OLD COAST GUARD
 FW0645'STATION AT LITTLE ISLAND BEACH PARK, SET ON THE NORTHWEST CORNER OF
 FW0645'A CONCRETE RAMP AT THE SNACK BAR, 20 FEET NORTH OF THE SOUTHWEST
 FW0645'CORNER OF THE RAMP, 38 FEET WEST OF THE SOUTHEAST CORNER OF THE
 FW0645'SNACK BAR, 1.5 FEET EAST OF THE WEST EDGE OF THE RAMP, AND 1 FOOT
 FW0645'SOUTH OF THE SOUTH FACE OF THE SNACK BAR.
 FW0645'THE MARK IS ABOVE LEVEL WITH THE RAMPS.
 FW0645
 FW0645                          STATION RECOVERY (1984)
 FW0645
 FW0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FW0645'RECOVERED IN GOOD CONDITION.
 FW0645
 FW0645                          STATION RECOVERY (1989)
 FW0645
 FW0645'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0707 ***********************************************************************
 FW0707  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0707  DESIGNATION -  863 9428 TIDAL 3
 FW0707  PID         -  FW0707
 FW0707  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0707  USGS QUAD   -  NORTH BAY (1986)
 FW0707
 FW0707                         *CURRENT SURVEY CONTROL
 FW0707  ___________________________________________________________________
 FW0707* NAD 83(1986)-  36 41 37.     (N)    075 55 28.     (W)     SCALED    
 FW0707* NAVD 88     -         1.826  (meters)       5.99   (feet)  ADJUSTED  
 FW0707  ___________________________________________________________________
 FW0707  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW0707  DYNAMIC HT  -           1.824 (meters)       5.98  (feet)  COMP
 FW0707  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 FW0707
 FW0707  VERT ORDER  -  FIRST     CLASS II
 FW0707
 FW0707.The horizontal coordinates were scaled from a topographic map and have
 FW0707.an estimated accuracy of +/- 6 seconds.
 FW0707
 FW0707.The orthometric height was determined by differential leveling
 FW0707.and adjusted by the National Geodetic Survey in June 1991..
 FW0707
 FW0707.This Tidal Bench Mark is designated as VM 3536
 FW0707.by the Center for Operational Oceanographic Products and Services.
 FW0707
 FW0707.The geoid height was determined by GEOID03.
 FW0707
 FW0707.The dynamic height is computed by dividing the NAVD 88
 FW0707.geopotential number by the normal gravity value computed on the
 FW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0707.degrees latitude (g = 980.6199 gals.).
 FW0707
 FW0707.The modeled gravity was interpolated from observed gravity values.
 FW0707
 FW0707;                    North         East    Units  Estimated Accuracy
 FW0707;SPC VA S     - 1,043,120.    3,730,150.      MT  (+/- 180 meters Scaled)
 FW0707
 FW0707                          SUPERSEDED SURVEY CONTROL
 FW0707
 FW0707.No superseded survey control is available for this station.
 FW0707
 FW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF174612(NAD 83)
 FW0707_MARKER: DJ = TIDAL STATION DISK
 FW0707_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FW0707_SP_SET: FOUNDATION
 FW0707_STAMPING: NO 3 1975
 FW0707_MARK LOGO: NOS   
 FW0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0707+STABILITY: SURFACE MOTION
 FW0707
 FW0707  HISTORY     - Date     Condition        Report By
 FW0707  HISTORY     - 1975     MONUMENTED       NOS
 FW0707  HISTORY     - 1984     GOOD             NGS
 FW0707  HISTORY     - 1989     GOOD             USPSQD
 FW0707
 FW0707                          STATION DESCRIPTION
 FW0707
 FW0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0707'6.1 KM (3.8 MI) SOUTH FROM SAND BRIDGE.
 FW0707'6.1 KM (3.8 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0707'BRIDGE ROAD IN SAND BRIDGE, AT THE OLD COAST GUARD STATION AT THE
 FW0707'LITTLE ISLAND BEACH PARK, 76.2 METERS (250 FT) SOUTH OF THE STATION,
 FW0707'1.5 METERS (5.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE PUBLIC
 FW0707'RESTROOM, 0.3 METER (1.0 FT) EAST OF THE WEST EDGE OF THE SLAB,
 FW0707'0.3 METER (1.0 FT) SOUTH OF THE NORTH EDGE.
 FW0707
 FW0707                          STATION RECOVERY (1989)
 FW0707
 FW0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0646 ***********************************************************************
 FW0646  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0646  DESIGNATION -  863 9428 TIDAL 4
 FW0646  PID         -  FW0646
 FW0646  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0646  USGS QUAD   -  NORTH BAY (1986)
 FW0646
 FW0646                         *CURRENT SURVEY CONTROL
 FW0646  ___________________________________________________________________
 FW0646* NAD 83(1986)-  36 41 35.     (N)    075 55 28.     (W)     SCALED    
 FW0646* NAVD 88     -         1.851  (meters)       6.07   (feet)  ADJUSTED  
 FW0646  ___________________________________________________________________
 FW0646  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW0646  DYNAMIC HT  -           1.849 (meters)       6.07  (feet)  COMP
 FW0646  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FW0646
 FW0646  VERT ORDER  -  FIRST     CLASS II
 FW0646
 FW0646.The horizontal coordinates were scaled from a topographic map and have
 FW0646.an estimated accuracy of +/- 6 seconds.
 FW0646
 FW0646.The orthometric height was determined by differential leveling
 FW0646.and adjusted by the National Geodetic Survey in June 1991..
 FW0646
 FW0646.This Tidal Bench Mark is designated as VM 3537
 FW0646.by the Center for Operational Oceanographic Products and Services.
 FW0646
 FW0646.The geoid height was determined by GEOID03.
 FW0646
 FW0646.The dynamic height is computed by dividing the NAVD 88
 FW0646.geopotential number by the normal gravity value computed on the
 FW0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0646.degrees latitude (g = 980.6199 gals.).
 FW0646
 FW0646.The modeled gravity was interpolated from observed gravity values.
 FW0646
 FW0646;                    North         East    Units  Estimated Accuracy
 FW0646;SPC VA S     - 1,043,060.    3,730,150.      MT  (+/- 180 meters Scaled)
 FW0646
 FW0646                          SUPERSEDED SURVEY CONTROL
 FW0646
 FW0646.No superseded survey control is available for this station.
 FW0646
 FW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF174612(NAD 83)
 FW0646_MARKER: DJ = TIDAL STATION DISK
 FW0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0646_SP_SET: CONCRETE FOUNDATION
 FW0646_STAMPING: NO 4 1975
 FW0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0646
 FW0646  HISTORY     - Date     Condition        Report By
 FW0646  HISTORY     - 1975     MONUMENTED       NOS
 FW0646  HISTORY     - 1979     GOOD             NGS
 FW0646  HISTORY     - 1984     MARK NOT FOUND   NGS
 FW0646
 FW0646                          STATION DESCRIPTION
 FW0646
 FW0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FW0646'3.8 MI SOUTH FROM SAND BRIDGE.
 FW0646'ABOUT 3.8 MILES SOUTH ALONG SANDPIPER ROAD FROM THE INTERSECTION WITH
 FW0646'SAND BRIDGE ROAD IN SAND BRIDGE.  SET AT THE OLD COAST GUARD STATION
 FW0646'AT LITTLE ISLAND BEACH PARK, FLUSH IN THE CENTER OF THE NORTH EDGE OF
 FW0646'THE NORTH ONE OF THREE PICNIC TABLE SHELTERS, 58.5 FEET NORTH OF THE
 FW0646'SOUTH EDGE OF THE SHELTER FOUNDATION, 10 FEET WEST OF THE NORTHEAST
 FW0646'CORNER OF THE FOUNDATION, AND 9.8 FEET EAST OF THE NORTHWEST CORNER
 FW0646'OF THE FOUNDATION.
 FW0646'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 FW0646
 FW0646                          STATION RECOVERY (1984)
 FW0646
 FW0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FW0646'NOT RECOVERED, THE MARK IS ASSUMED DESTROYED AS THE CONCRETE SLAB HAS
 FW0646'BEEN REPOURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0647 ***********************************************************************
 FW0647  DESIGNATION -  863 9428 TIDAL 5
 FW0647  PID         -  FW0647
 FW0647  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0647  USGS QUAD   -  NORTH BAY (1986)
 FW0647
 FW0647                         *CURRENT SURVEY CONTROL
 FW0647  ___________________________________________________________________
 FW0647* NAD 83(1986)-  36 41 33.     (N)    075 55 26.     (W)     SCALED    
 FW0647* NAVD 88     -         2.007  (meters)       6.58   (feet)  ADJUSTED  
 FW0647  ___________________________________________________________________
 FW0647  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW0647  DYNAMIC HT  -           2.005 (meters)       6.58  (feet)  COMP
 FW0647  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FW0647
 FW0647  VERT ORDER  -  FIRST     CLASS II
 FW0647
 FW0647.The horizontal coordinates were scaled from a topographic map and have
 FW0647.an estimated accuracy of +/- 6 seconds.
 FW0647
 FW0647.The orthometric height was determined by differential leveling
 FW0647.and adjusted by the National Geodetic Survey in June 1991..
 FW0647.WARNING-Repeat measurements at this control monument indicate possible
 FW0647.vertical movement.
 FW0647
 FW0647.The geoid height was determined by GEOID03.
 FW0647
 FW0647.The dynamic height is computed by dividing the NAVD 88
 FW0647.geopotential number by the normal gravity value computed on the
 FW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0647.degrees latitude (g = 980.6199 gals.).
 FW0647
 FW0647.The modeled gravity was interpolated from observed gravity values.
 FW0647
 FW0647;                    North         East    Units  Estimated Accuracy
 FW0647;SPC VA S     - 1,043,000.    3,730,200.      MT  (+/- 180 meters Scaled)
 FW0647
 FW0647                          SUPERSEDED SURVEY CONTROL
 FW0647
 FW0647.No superseded survey control is available for this station.
 FW0647
 FW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF174611(NAD 83)
 FW0647_MARKER: DJ = TIDAL STATION DISK
 FW0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0647_SP_SET: CONCRETE FOUNDATION
 FW0647_STAMPING: NO 5 1975
 FW0647_MARK LOGO: NOS   
 FW0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0647
 FW0647  HISTORY     - Date     Condition        Report By
 FW0647  HISTORY     - 1975     MONUMENTED       NOS
 FW0647  HISTORY     - 1979     GOOD             NGS
 FW0647  HISTORY     - 1984     GOOD             NGS
 FW0647  HISTORY     - 1989     GOOD             USPSQD
 FW0647
 FW0647                          STATION DESCRIPTION
 FW0647
 FW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FW0647'3.8 MI SOUTH FROM SAND BRIDGE.
 FW0647'ABOUT 3.8 MILES SOUTH ALONG SANDPIPER ROAD FROM THE INTERSECTION WITH
 FW0647'SAND BRIDGE ROAD IN SAND BRIDGE, SET AT THE OLD COAST GUARD STATION
 FW0647'AT LITTLE ISLAND BEACH PARK, FLUSH IN THE CENTER OF THE NORTH EDGE
 FW0647'OF THE SOUTH ONE OF THREE PICNIC TABLE SHELTERS, 58.8 FEET NORTH OF
 FW0647'THE SOUTH EDGE OF THE FOUNDATION, 10 FEET WEST OF THE NORTHEAST CORNER
 FW0647'OF THE FOUNDATION, AND 10 FEET EAST OF THE NORTHWEST CORNER OF THE
 FW0647'FOUNDATION.
 FW0647'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 FW0647
 FW0647                          STATION RECOVERY (1984)
 FW0647
 FW0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FW0647'RECOVERED IN GOOD CONDITION.
 FW0647
 FW0647                          STATION RECOVERY (1989)
 FW0647
 FW0647'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1336 ***********************************************************************
 HW1336  DESIGNATION -  866.33
 HW1336  PID         -  HW1336
 HW1336  STATE/COUNTY-  VA/PAGE
 HW1336  USGS QUAD   -  STANLEY (1987)
 HW1336
 HW1336                         *CURRENT SURVEY CONTROL
 HW1336  ___________________________________________________________________
 HW1336* NAD 83(1986)-  38 32 54.     (N)    078 34 24.     (W)     SCALED    
 HW1336* NAVD 88     -       263.979  (meters)     866.07   (feet)  ADJUSTED  
 HW1336  ___________________________________________________________________
 HW1336  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW1336  DYNAMIC HT  -         263.794 (meters)     865.46  (feet)  COMP
 HW1336  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 HW1336
 HW1336  VERT ORDER  -  SECOND    CLASS 0
 HW1336
 HW1336.The horizontal coordinates were scaled from a topographic map and have
 HW1336.an estimated accuracy of +/- 6 seconds.
 HW1336
 HW1336.The orthometric height was determined by differential leveling
 HW1336.and adjusted by the National Geodetic Survey in June 1991..
 HW1336
 HW1336.The geoid height was determined by GEOID03.
 HW1336
 HW1336.The dynamic height is computed by dividing the NAVD 88
 HW1336.geopotential number by the normal gravity value computed on the
 HW1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1336.degrees latitude (g = 980.6199 gals.).
 HW1336
 HW1336.The modeled gravity was interpolated from observed gravity values.
 HW1336
 HW1336;                    North         East    Units  Estimated Accuracy
 HW1336;SPC VA N     - 2,097,870.    3,493,610.      MT  (+/- 180 meters Scaled)
 HW1336
 HW1336                          SUPERSEDED SURVEY CONTROL
 HW1336
 HW1336  NGVD 29 (??/??/92)  264.154  (m)          866.65   (f) ADJ UNCH    2 0
 HW1336
 HW1336.Superseded values are not recommended for survey control.
 HW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1336.See file dsdata.txt to determine how the superseded data were derived.
 HW1336
 HW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC114694(NAD 83)
 HW1336_MARKER: Q = CHISELED SQUARE
 HW1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1336_SP_SET: STEP
 HW1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1336
 HW1336  HISTORY     - Date     Condition        Report By
 HW1336  HISTORY     - UNK      MONUMENTED       USGS
 HW1336  HISTORY     - 1935     GOOD             NGS
 HW1336  HISTORY     - 20050528 MARK NOT FOUND   GEOCAC
 HW1336
 HW1336                          STATION DESCRIPTION
 HW1336
 HW1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1336'1.5 MI N FROM INGHAM.
 HW1336'1.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW1336'STATION AT INGHAM, PAGE COUNTY, AT THE ENTRANCE TO THE LESTER
 HW1336'LUCAS FARMHOUSE, AND ON THE TOP OF THE SOUTH END OF THE LOWER
 HW1336'STEP.  A CHISELED SQUARE.
 HW1336
 HW1336                          STATION RECOVERY (2005)
 HW1336
 HW1336'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HW1336'DESCRIPTION AND COORDINATES ARE WHERE COBBLESTONE LANE CROSSES THE
 HW1336'NORFOLK AND WESTERN RAILWAY LINE.  NO HOUSES ARE VISABLE FROM THAT
 HW1336'LOCATION.  TALKED TO THREE LOCALS, NONE OF WHICH COULD MAKE SENSE OF
 HW1336'THE DESCRIPTION.  TWO KNEW THE LUCAS NAME, BUT NONE LESTER LUCAS.
 HW1336'TWO REPORTED THE LUCAS FARMHOUSE HAD BURNED, AND THE LOCATION HAD BEEN
 HW1336'BULLDOZED FOR A NEW DRIVEWAY.  REPORTED LOCATION WAS ABOUT 0.2 MILES
 HW1336'FROM THE INTERSECTION OF COBBLESTONE AND THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1800 ***********************************************************************
 AJ1800  DESIGNATION -  87 0038
 AJ1800  PID         -  AJ1800
 AJ1800  STATE/COUNTY-  VA/SOUTHAMPTON
 AJ1800  USGS QUAD   -  BOYKINS (1979)
 AJ1800
 AJ1800                         *CURRENT SURVEY CONTROL
 AJ1800  ___________________________________________________________________
 AJ1800* NAD 83(1986)-  36 33 16.     (N)    077 11 49.     (W)     SCALED    
 AJ1800* NAVD 88     -         9.161  (meters)      30.06   (feet)  ADJUSTED  
 AJ1800  ___________________________________________________________________
 AJ1800  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AJ1800  DYNAMIC HT  -           9.154 (meters)      30.03  (feet)  COMP
 AJ1800  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 AJ1800
 AJ1800  VERT ORDER  -  SECOND    CLASS I
 AJ1800
 AJ1800.The horizontal coordinates were scaled from a topographic map and have
 AJ1800.an estimated accuracy of +/- 6 seconds.
 AJ1800
 AJ1800.The orthometric height was determined by differential leveling
 AJ1800.and adjusted by the National Geodetic Survey in April 2001..
 AJ1800
 AJ1800.The geoid height was determined by GEOID03.
 AJ1800
 AJ1800.The dynamic height is computed by dividing the NAVD 88
 AJ1800.geopotential number by the normal gravity value computed on the
 AJ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1800.degrees latitude (g = 980.6199 gals.).
 AJ1800
 AJ1800.The modeled gravity was interpolated from observed gravity values.
 AJ1800
 AJ1800;                    North         East    Units  Estimated Accuracy
 AJ1800;SPC VA S     - 1,025,340.    3,616,660.      MT  (+/- 180 meters Scaled)
 AJ1800
 AJ1800                          SUPERSEDED SURVEY CONTROL
 AJ1800
 AJ1800.No superseded survey control is available for this station.
 AJ1800
 AJ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF033476(NAD 83)
 AJ1800_MARKER: DD = SURVEY DISK
 AJ1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1800_STAMPING: 87 0038
 AJ1800_MARK LOGO: VADHT 
 AJ1800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1800+STABILITY: SURFACE MOTION
 AJ1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1800+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1800
 AJ1800  HISTORY     - Date     Condition        Report By
 AJ1800  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1800
 AJ1800                          STATION DESCRIPTION
 AJ1800
 AJ1800'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1800'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTH OF BOYKINS AND 2.5 MI
 AJ1800'(4.0 KM) NORTH OF SEVERN, NC.  ALONG ROUTE 35 (MAIN STREET) FOR 2.15
 AJ1800'MI (3.46 KM) FROM THE RAILROAD CROSSING IN BOYKINS.  MARK IS ABOUT 1
 AJ1800'FOOT (0.3 M) LOWER THAN ROUTE 35 AND RECESSED 2-INCHES BELOW THE
 AJ1800'GROUND. LOCATED 38 FT (11.6 M) EAST OF THE CENTERLINE OF ROUTE 35, 3.5
 AJ1800'FT (1.1 M) NORTHWEST OF THE CORNER OF THE 4-FT WOODEN ELECTRIC FENCE,
 AJ1800'25.3 FT (7.7 M) NORTHWEST OF THE ONE STORY WOODEN DWELL-34221, 12 FT
 AJ1800'(3.7 M) NORTHEAST OF VIRGINIA POWER POLE-G195, AND 38 FT (11.6 M)
 AJ1800'NORTHEAST OF AN 18-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1799 ***********************************************************************
 AJ1799  DESIGNATION -  87 0039
 AJ1799  PID         -  AJ1799
 AJ1799  STATE/COUNTY-  VA/SOUTHAMPTON
 AJ1799  USGS QUAD   -  BOYKINS (1979)
 AJ1799
 AJ1799                         *CURRENT SURVEY CONTROL
 AJ1799  ___________________________________________________________________
 AJ1799* NAD 83(1986)-  36 33 41.     (N)    077 12 00.     (W)     SCALED    
 AJ1799* NAVD 88     -        11.073  (meters)      36.33   (feet)  ADJUSTED  
 AJ1799  ___________________________________________________________________
 AJ1799  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AJ1799  DYNAMIC HT  -          11.064 (meters)      36.30  (feet)  COMP
 AJ1799  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 AJ1799
 AJ1799  VERT ORDER  -  SECOND    CLASS I
 AJ1799
 AJ1799.The horizontal coordinates were scaled from a topographic map and have
 AJ1799.an estimated accuracy of +/- 6 seconds.
 AJ1799
 AJ1799.The orthometric height was determined by differential leveling
 AJ1799.and adjusted by the National Geodetic Survey in April 2001..
 AJ1799
 AJ1799.The geoid height was determined by GEOID03.
 AJ1799
 AJ1799.The dynamic height is computed by dividing the NAVD 88
 AJ1799.geopotential number by the normal gravity value computed on the
 AJ1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1799.degrees latitude (g = 980.6199 gals.).
 AJ1799
 AJ1799.The modeled gravity was interpolated from observed gravity values.
 AJ1799
 AJ1799;                    North         East    Units  Estimated Accuracy
 AJ1799;SPC VA S     - 1,026,110.    3,616,380.      MT  (+/- 180 meters Scaled)
 AJ1799
 AJ1799                          SUPERSEDED SURVEY CONTROL
 AJ1799
 AJ1799.No superseded survey control is available for this station.
 AJ1799
 AJ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF031484(NAD 83)
 AJ1799_MARKER: DD = SURVEY DISK
 AJ1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1799_STAMPING: 87 0039
 AJ1799_MARK LOGO: VADHT 
 AJ1799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1799+STABILITY: SURFACE MOTION
 AJ1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1799+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1799
 AJ1799  HISTORY     - Date     Condition        Report By
 AJ1799  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1799
 AJ1799                          STATION DESCRIPTION
 AJ1799
 AJ1799'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1799'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTH OF BOYKINS AND 3.4 MI
 AJ1799'(5.5 KM) NORTH OF SEVERN, NC.  ALONG ROUTE 35 (MAIN STREET) FOR 1.65
 AJ1799'MI (2.66 KM) SOUTH FROM THE RAILROAD CROSSING IN BOYKINS.  MARK IS
 AJ1799'ABOUT 1-FOOT LOWER THAN ROUTE 35 AND RECESSED 8-INCHES BELOW GROUND.
 AJ1799'LOCATED 24.5 FT (7.5 M) EAST OF THE CENTERLINE OF ROUTE 35, 26.5 FT
 AJ1799'(8.1 M)  SOUTHWEST OF A 24-INCH CEDAR, 21.0 FT (6.4 M) NORTHWEST OF
 AJ1799'THE NORTHWEST CORNER OF THE ONE STORY BUILDING, 35.0 FT (10.7 M)
 AJ1799'NORTHWEST OF THE SOUTHWEST CORNER OF THE WOODEN BUILDING-33453, 74 FT
 AJ1799'(22.6 M) NORTHWEST OF A 15-INCH MAPLE, AND 49 FT (14.9 M) NORTH OF THE
 AJ1799'CENTERLINE OF A SOIL ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1798 ***********************************************************************
 AJ1798  DESIGNATION -  87 0040
 AJ1798  PID         -  AJ1798
 AJ1798  STATE/COUNTY-  VA/SOUTHAMPTON
 AJ1798  USGS QUAD   -  BOYKINS (1979)
 AJ1798
 AJ1798                         *CURRENT SURVEY CONTROL
 AJ1798  ___________________________________________________________________
 AJ1798* NAD 83(1986)-  36 34 06.     (N)    077 12 03.     (W)     SCALED    
 AJ1798* NAVD 88     -        12.131  (meters)      39.80   (feet)  ADJUSTED  
 AJ1798  ___________________________________________________________________
 AJ1798  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AJ1798  DYNAMIC HT  -          12.121 (meters)      39.77  (feet)  COMP
 AJ1798  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 AJ1798
 AJ1798  VERT ORDER  -  SECOND    CLASS I
 AJ1798
 AJ1798.The horizontal coordinates were scaled from a topographic map and have
 AJ1798.an estimated accuracy of +/- 6 seconds.
 AJ1798
 AJ1798.The orthometric height was determined by differential leveling
 AJ1798.and adjusted by the National Geodetic Survey in April 2001..
 AJ1798
 AJ1798.The geoid height was determined by GEOID03.
 AJ1798
 AJ1798.The dynamic height is computed by dividing the NAVD 88
 AJ1798.geopotential number by the normal gravity value computed on the
 AJ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1798.degrees latitude (g = 980.6199 gals.).
 AJ1798
 AJ1798.The modeled gravity was interpolated from observed gravity values.
 AJ1798
 AJ1798;                    North         East    Units  Estimated Accuracy
 AJ1798;SPC VA S     - 1,026,880.    3,616,290.      MT  (+/- 180 meters Scaled)
 AJ1798
 AJ1798                          SUPERSEDED SURVEY CONTROL
 AJ1798
 AJ1798.No superseded survey control is available for this station.
 AJ1798
 AJ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF030492(NAD 83)
 AJ1798_MARKER: DD = SURVEY DISK
 AJ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1798_STAMPING: 87 0040
 AJ1798_MARK LOGO: VADHT 
 AJ1798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1798+STABILITY: SURFACE MOTION
 AJ1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1798+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1798
 AJ1798  HISTORY     - Date     Condition        Report By
 AJ1798  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1798
 AJ1798                          STATION DESCRIPTION
 AJ1798
 AJ1798'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1798'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTH OF BOYKINS AND 3.8 MI
 AJ1798'(6.1 KM) NORTH OF SEVERN, NC.  ALONG ROUTE 35 (MAIN STREET) FOR 1.15
 AJ1798'MI (1.85 KM) SOUTH FROM THE RAILROAD CROSSING IN BOYKINS, AT ROUTE
 AJ1798'1321 (PINE CREST DRIVE), IN THE SOUTHEAST QUADRANT. MARK IS ABOUT
 AJ1798'LEVEL WITH ROUTE 35 AND RECESSED 2-INCHES BELOW GROUND.  LOCATED 28 FT
 AJ1798'(8.5 M) SOUTH OF THE CENTERLINE OF ROUTE 1321, 163.0 FT (49.7 M)
 AJ1798'NORTHEAST OF THE NORTHEAST CORNER OF THE ONE STORY CINDER BLOCK-BEBEAN
 AJ1798'BAPTIST CHURCH, AND 54 FT (16.5 M) SOUTHEAST OF THE CENTER OF A SEWER
 AJ1798'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1797 ***********************************************************************
 AJ1797  DESIGNATION -  87 0041
 AJ1797  PID         -  AJ1797
 AJ1797  STATE/COUNTY-  VA/SOUTHAMPTON
 AJ1797  USGS QUAD   -  BOYKINS (1979)
 AJ1797
 AJ1797                         *CURRENT SURVEY CONTROL
 AJ1797  ___________________________________________________________________
 AJ1797* NAD 83(1986)-  36 34 36.     (N)    077 12 00.     (W)     SCALED    
 AJ1797* NAVD 88     -        12.023  (meters)      39.45   (feet)  ADJUSTED  
 AJ1797  ___________________________________________________________________
 AJ1797  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AJ1797  DYNAMIC HT  -          12.013 (meters)      39.41  (feet)  COMP
 AJ1797  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 AJ1797
 AJ1797  VERT ORDER  -  SECOND    CLASS I
 AJ1797
 AJ1797.The horizontal coordinates were scaled from a topographic map and have
 AJ1797.an estimated accuracy of +/- 6 seconds.
 AJ1797
 AJ1797.The orthometric height was determined by differential leveling
 AJ1797.and adjusted by the National Geodetic Survey in April 2001..
 AJ1797
 AJ1797.The geoid height was determined by GEOID03.
 AJ1797
 AJ1797.The dynamic height is computed by dividing the NAVD 88
 AJ1797.geopotential number by the normal gravity value computed on the
 AJ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1797.degrees latitude (g = 980.6199 gals.).
 AJ1797
 AJ1797.The modeled gravity was interpolated from observed gravity values.
 AJ1797
 AJ1797;                    North         East    Units  Estimated Accuracy
 AJ1797;SPC VA S     - 1,027,810.    3,616,350.      MT  (+/- 180 meters Scaled)
 AJ1797
 AJ1797                          SUPERSEDED SURVEY CONTROL
 AJ1797
 AJ1797.No superseded survey control is available for this station.
 AJ1797
 AJ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF031501(NAD 83)
 AJ1797_MARKER: DD = SURVEY DISK
 AJ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1797_STAMPING: 87 0041
 AJ1797_MARK LOGO: VADHT 
 AJ1797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1797+STABILITY: SURFACE MOTION
 AJ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1797+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1797
 AJ1797  HISTORY     - Date     Condition        Report By
 AJ1797  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1797
 AJ1797                          STATION DESCRIPTION
 AJ1797
 AJ1797'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1797'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF BOYKINS AND 4.4 MI
 AJ1797'(7.1 KM) NORTH OF SEVERN, NC.  ALONG ROUTE 35 (MAIN STREET) FOR 0.55
 AJ1797'MI (0.89 KM) SOUTH FROM THE RAILROAD CROSSING IN BOYKINS TO ROUTE 1324
 AJ1797'(WOODLAND PARK DRIVE), IN THE NORTHWEST QUADRANT.  MARK IS ABOUT LEVEL
 AJ1797'WITH ROUTE 35 AND RECESSED 2-INCHES BELOW GROUND.  LOCATED 42 FT (12.8
 AJ1797'M) WEST OF THE CENTERLINE OF ROUTE 35, 36 FT (11.0 M) NORTH OF THE
 AJ1797'CENTERLINE OF ROUTE 1324, 99.0 FT (30.2 M) NORTHEAST OF THE NORTHEAST
 AJ1797'CORNER OF A TWO STORY BRICK DWELLING-32412, 4.0 FT (1.2 M) NORTHEAST
 AJ1797'OF VIRGINIA POWER POLE-EK93, AND 67.2 FT (20.5 M) SOUTHEAST OF A ONE
 AJ1797'STORY FRAME DWELLING-32390.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1796 ***********************************************************************
 AJ1796  DESIGNATION -  87 0042
 AJ1796  PID         -  AJ1796
 AJ1796  STATE/COUNTY-  VA/SOUTHAMPTON
 AJ1796  USGS QUAD   -  BOYKINS (1979)
 AJ1796
 AJ1796                         *CURRENT SURVEY CONTROL
 AJ1796  ___________________________________________________________________
 AJ1796* NAD 83(1986)-  36 35 03.     (N)    077 12 03.     (W)     SCALED    
 AJ1796* NAVD 88     -        11.881  (meters)      38.98   (feet)  ADJUSTED  
 AJ1796  ___________________________________________________________________
 AJ1796  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AJ1796  DYNAMIC HT  -          11.872 (meters)      38.95  (feet)  COMP
 AJ1796  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 AJ1796
 AJ1796  VERT ORDER  -  SECOND    CLASS I
 AJ1796
 AJ1796.The horizontal coordinates were scaled from a topographic map and have
 AJ1796.an estimated accuracy of +/- 6 seconds.
 AJ1796
 AJ1796.The orthometric height was determined by differential leveling
 AJ1796.and adjusted by the National Geodetic Survey in April 2001..
 AJ1796
 AJ1796.The geoid height was determined by GEOID03.
 AJ1796
 AJ1796.The dynamic height is computed by dividing the NAVD 88
 AJ1796.geopotential number by the normal gravity value computed on the
 AJ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1796.degrees latitude (g = 980.6199 gals.).
 AJ1796
 AJ1796.The modeled gravity was interpolated from observed gravity values.
 AJ1796
 AJ1796;                    North         East    Units  Estimated Accuracy
 AJ1796;SPC VA S     - 1,028,640.    3,616,270.      MT  (+/- 180 meters Scaled)
 AJ1796
 AJ1796                          SUPERSEDED SURVEY CONTROL
 AJ1796
 AJ1796.No superseded survey control is available for this station.
 AJ1796
 AJ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF031509(NAD 83)
 AJ1796_MARKER: DD = SURVEY DISK
 AJ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1796_STAMPING: 87 0042
 AJ1796_MARK LOGO: VADHT 
 AJ1796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1796+STABILITY: SURFACE MOTION
 AJ1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1796+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1796
 AJ1796  HISTORY     - Date     Condition        Report By
 AJ1796  HISTORY     - 1998     MONUMENTED       VADHT
 AJ1796
 AJ1796                          STATION DESCRIPTION
 AJ1796
 AJ1796'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD)
 AJ1796'STATION IS LOCATED IN BOYKINS.  ALONG ROUTE 35 (MAIN STREET) IN
 AJ1796'DOWNTOWN BOYKINS TO ROUTE 1304 (NORTH RAILROAD AVE.), IN NORTHWEST
 AJ1796'QUADRANT.  MARK IS ABOUT 1-FOOT LOWER THAN ROUTE 35 AND RECESSED
 AJ1796'6-INCHES BELOW GROUND.  LOCATED 77.3 FT (23.6 M) WEST OF THE
 AJ1796'CENTERLINE OF ROUTE 35, 12.5 FT (3.8 M) SOUTH OF THE SOUTH RAIL OF THE
 AJ1796'RAILROAD, 52.2 FT (15.9 M) NORTHWEST OF RAILROAD SIGNAL LIGHT-623838E,
 AJ1796'15.4 FT (4.7 M) NORTH OF THE CENTERLINE OF ROUTE 1304, AND 93.7 FT
 AJ1796'(28.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY BRICK
 AJ1796'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5605 ***********************************************************************
 GV5605  DESIGNATION -  87 C OF R 1972
 GV5605  PID         -  GV5605
 GV5605  STATE/COUNTY-  VA/C OF RICHMOND
 GV5605  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5605
 GV5605                         *CURRENT SURVEY CONTROL
 GV5605  ___________________________________________________________________
 GV5605* NAD 83(1993)-  37 28 20.28162(N)    077 29 36.30113(W)     ADJUSTED  
 GV5605* NAVD 88     -        65.93   (+/-2cm)     216.3    (feet)  VERTCON   
 GV5605  ___________________________________________________________________
 GV5605  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GV5605  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5605
 GV5605  HORZ ORDER  -  SECOND
 GV5605  VERT ORDER  -  THIRD ? (See Below)
 GV5605
 GV5605.The horizontal coordinates were established by classical geodetic methods
 GV5605.and adjusted by the National Geodetic Survey in September 1995..
 GV5605
 GV5605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5605.The vertical order pertains to the NGVD 29 superseded value.
 GV5605
 GV5605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5605
 GV5605.The geoid height was determined by GEOID03.
 GV5605
 GV5605;                    North         East     Units Scale Factor Converg.
 GV5605;SPC VA S     - 1,126,871.782 3,589,034.019   MT  0.99994707   +0 36 39.3
 GV5605;SPC VA S     - 3,697,078.50 11,775,022.44   sFT  0.99994707   +0 36 39.3
 GV5605;UTM  18      - 4,150,188.178   279,507.054   MT  1.00019889   -1 31 03.2
 GV5605
 GV5605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5605!SPC VA S     -   0.99999484  x   0.99994707  =   0.99994191
 GV5605!UTM  18      -   0.99999484  x   1.00019889  =   1.00019373
 GV5605
 GV5605:                Primary Azimuth Mark                     Grid Az
 GV5605:SPC VA S     -  86 C OF R 1972                           106 09 33.5
 GV5605:UTM  18      -  86 C OF R 1972                           108 17 16.0
 GV5605
 GV5605|---------------------------------------------------------------------|
 GV5605| PID    Reference Object                     Distance      Geod. Az  |
 GV5605|                                                           dddmmss.s |
 GV5605| GV5590 86 C OF R 1972                      APPROX. 0.7 KM 1064612.8 |
 GV5605| GV5609 88 C OF R 1972                      168.342 METERS 27956     |
 GV5605|---------------------------------------------------------------------|
 GV5605
 GV5605                          SUPERSEDED SURVEY CONTROL
 GV5605
 GV5605  NAD 83(1993)-  37 28 20.28158(N)    077 29 36.30102(W) AD(       ) 2
 GV5605  NAD 83(1986)-  37 28 20.28781(N)    077 29 36.31785(W) AD(       ) 2
 GV5605  NAD 27      -  37 28 19.75574(N)    077 29 37.36880(W) AD(       ) 2
 GV5605  NGVD 29 (07/19/86)   66.24   (m)          217.3    (f) LEVELING    3  
 GV5605
 GV5605.Superseded values are not recommended for survey control.
 GV5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5605.See file dsdata.txt to determine how the superseded data were derived.
 GV5605
 GV5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7950750188(NAD 83)
 GV5605_MARKER: Z = SEE DESCRIPTION
 GV5605_SETTING: 0 = UNSPECIFIED SETTING
 GV5605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5605
 GV5605  HISTORY     - Date     Condition        Report By
 GV5605  HISTORY     - 1972     MONUMENTED       VA2060
 GV5605  HISTORY     - 19951120 GOOD             USPSQD
 GV5605  HISTORY     - 19991023 GOOD             USPSQD
 GV5605  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5605
 GV5605                          STATION DESCRIPTION
 GV5605
 GV5605'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5605'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED
 GV5605'ON U. S. ROUTE 1, THENCE NORTH ON U. S. ROUTE 1 0.05 MILE TO
 GV5605'WALMSLEY BLVD., THENCE WEST ON WALMSLEY BLVD. 2.85 MILES TO POINT
 GV5605'NO. 87.
 GV5605'
 GV5605'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5605'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5605'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5605'ABOUT 8 INCHES BELOW GROUND.
 GV5605'
 GV5605'19.0 FEET N. OF C/L OF WALMSLEY BLVD., 38.5 FEET N. E. OF VEPCO
 GV5605'POLE NO. DK62, 36.1 FEET N. OF FIRE HYD. ON SOUTH SIDE OF WALMSLEY
 GV5605'BLVD., 49.7 FEET S. OF 20 INCH OAK TREE, 8.2 FEET S. E. OF 18 INCH
 GV5605'OAK TREE.
 GV5605'
 GV5605'NEAREST TOWN--RICHMOND.
 GV5605
 GV5605                          STATION RECOVERY (1995)
 GV5605
 GV5605'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5605'RECOVERED IN GOOD CONDITION.
 GV5605
 GV5605                          STATION RECOVERY (1999)
 GV5605
 GV5605'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5605'RECOVERED IN GOOD CONDITION.
 GV5605
 GV5605                          STATION RECOVERY (2003)
 GV5605
 GV5605'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0942 ***********************************************************************
 HW0942  DESIGNATION -  871
 HW0942  PID         -  HW0942
 HW0942  STATE/COUNTY-  VA/ALBEMARLE
 HW0942  USGS QUAD   -  CROZET (1987)
 HW0942
 HW0942                         *CURRENT SURVEY CONTROL
 HW0942  ___________________________________________________________________
 HW0942* NAD 83(1986)-  38 04 20.     (N)    078 43 53.     (W)     SCALED    
 HW0942* NAVD 88     -       265.234  (meters)     870.19   (feet)  ADJUSTED  
 HW0942  ___________________________________________________________________
 HW0942  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HW0942  DYNAMIC HT  -         265.040 (meters)     869.55  (feet)  COMP
 HW0942  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 HW0942
 HW0942  VERT ORDER  -  SECOND    CLASS 0
 HW0942
 HW0942.The horizontal coordinates were scaled from a topographic map and have
 HW0942.an estimated accuracy of +/- 6 seconds.
 HW0942
 HW0942.The orthometric height was determined by differential leveling
 HW0942.and adjusted by the National Geodetic Survey in June 1991..
 HW0942
 HW0942.The geoid height was determined by GEOID03.
 HW0942
 HW0942.The dynamic height is computed by dividing the NAVD 88
 HW0942.geopotential number by the normal gravity value computed on the
 HW0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0942.degrees latitude (g = 980.6199 gals.).
 HW0942
 HW0942.The modeled gravity was interpolated from observed gravity values.
 HW0942
 HW0942;                    North         East    Units  Estimated Accuracy
 HW0942;SPC VA S     - 1,193,010.    3,479,700.      MT  (+/- 180 meters Scaled)
 HW0942
 HW0942                          SUPERSEDED SURVEY CONTROL
 HW0942
 HW0942  NGVD 29 (??/??/92)  265.440  (m)          870.86   (f) ADJ UNCH    2 0
 HW0942
 HW0942.Superseded values are not recommended for survey control.
 HW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0942.See file dsdata.txt to determine how the superseded data were derived.
 HW0942
 HW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC989162(NAD 83)
 HW0942_MARKER: Q = CHISELED SQUARE
 HW0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0942_SP_SET: CONCRETE BASE
 HW0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0942
 HW0942  HISTORY     - Date     Condition        Report By
 HW0942  HISTORY     - UNK      MONUMENTED       USGS
 HW0942  HISTORY     - 1934     GOOD             NGS
 HW0942
 HW0942                          STATION DESCRIPTION
 HW0942
 HW0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0942'1.8 MI W FROM CORZET.
 HW0942'1.8 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0942'STATION AT CORZET, ALBEMARLE COUNTY, 36 FEET NORTHWEST OF THE
 HW0942'NORTHWEST CORNER OF A WATCHMANS CHANTY, 18 YARDS EAST OF THE
 HW0942'EAST END OF A CUT, AT AUTOMATIC SIGNAL 1967, IN THE TOP OF THE
 HW0942'SOUTHEAST CORNER OF THE CONCRETE BASE, 11 FEET NORTH OF THE NORTH
 HW0942'RAIL, AND ABOUT LEVEL WITH TRACK.  A CHISELED SQUARE, MARKED
 HW0942'U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0824 ***********************************************************************
 FX0824  DESIGNATION -  87.8
 FX0824  PID         -  FX0824
 FX0824  STATE/COUNTY-  VA/SUSSEX
 FX0824  USGS QUAD   -  IVOR (1989)
 FX0824
 FX0824                         *CURRENT SURVEY CONTROL
 FX0824  ___________________________________________________________________
 FX0824* NAD 83(1986)-  36 58 13.     (N)    076 59 33.     (W)     SCALED    
 FX0824* NAVD 88     -        29.923  (meters)      98.17   (feet)  POSTED    
 FX0824  ___________________________________________________________________
 FX0824  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 FX0824  DYNAMIC HT  -          29.900 (meters)      98.10  (feet)  COMP
 FX0824  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 FX0824
 FX0824  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0824
 FX0824.The horizontal coordinates were scaled from a topographic map and have
 FX0824.an estimated accuracy of +/- 6 seconds.
 FX0824
 FX0824.The orthometric height was determined by differential leveling
 FX0824.and adjusted by the National Geodetic Survey in 1992..
 FX0824.No vertical observational check was made to the station.
 FX0824.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0824.was located on a no-check spur therefore a value was not computed.
 FX0824
 FX0824.The geoid height was determined by GEOID03.
 FX0824
 FX0824.The dynamic height is computed by dividing the NAVD 88
 FX0824.geopotential number by the normal gravity value computed on the
 FX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0824.degrees latitude (g = 980.6199 gals.).
 FX0824
 FX0824.The modeled gravity was interpolated from observed gravity values.
 FX0824
 FX0824;                    North         East    Units  Estimated Accuracy
 FX0824;SPC VA S     - 1,071,760.    3,634,230.      MT  (+/- 180 meters Scaled)
 FX0824
 FX0824                          SUPERSEDED SURVEY CONTROL
 FX0824
 FX0824  NGVD 29 (??/??/92)   30.281  (m)           99.35   (f) ADJ UNCH    2 0
 FX0824
 FX0824.Superseded values are not recommended for survey control.
 FX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0824.See file dsdata.txt to determine how the superseded data were derived.
 FX0824
 FX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF226934(NAD 83)
 FX0824_MARKER: O = CHISELED CIRCLE
 FX0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0824_SP_SET: BRIDGE
 FX0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0824
 FX0824  HISTORY     - Date     Condition        Report By
 FX0824  HISTORY     - UNK      MONUMENTED       USGS
 FX0824  HISTORY     - 1960     GOOD             NGS
 FX0824  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 FX0824  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 FX0824
 FX0824                          STATION DESCRIPTION
 FX0824
 FX0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0824'AT WAKEFIELD.
 FX0824'AT WAKEFIELD, SUSSEX COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 FX0824'300 YARDS NORTHWEST OF THE STATION, 0.1 MILE SOUTHEAST OF
 FX0824'MILEPOST 52, AT THE UNDERGRADE CROSSING OF THE OLD SURREY,
 FX0824'SUSSEX AND SOUTHAMPTON RAILROAD, AND ON THE TOP OF THE SOUTHEAST
 FX0824'END OF THE NORTHEAST HEADWALL.  A CHISELED CIRCLE.
 FX0824
 FX0824                          STATION RECOVERY (1997)
 FX0824
 FX0824'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0824'MARK NOT FOUND.
 FX0824
 FX0824                          STATION RECOVERY (2002)
 FX0824
 FX0824'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0775 ***********************************************************************
 DI0775  DESIGNATION -  88 0099
 DI0775  PID         -  DI0775
 DI0775  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0775  USGS QUAD   -  SPOTSYLVANIA (1994)
 DI0775
 DI0775                         *CURRENT SURVEY CONTROL
 DI0775  ___________________________________________________________________
 DI0775* NAD 83(1993)-  38 14 40.74107(N)    077 31 33.47474(W)     ADJUSTED  
 DI0775* NAVD 88     -        81.0    (meters)     266.     (feet)  GPS OBS   
 DI0775  ___________________________________________________________________
 DI0775  X           -   1,083,377.570 (meters)                     COMP
 DI0775  Y           -  -4,897,302.229 (meters)                     COMP
 DI0775  Z           -   3,926,837.369 (meters)                     COMP
 DI0775  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DI0775  ELLIP HEIGHT-          48.51  (meters)          (07/13/06) GPS OBS
 DI0775  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DI0775
 DI0775  HORZ ORDER  -  FIRST
 DI0775  ELLP ORDER  -  FOURTH    CLASS I
 DI0775
 DI0775.The horizontal coordinates were established by GPS observations
 DI0775.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0775
 DI0775.The orthometric height was determined by GPS observations and a
 DI0775.high-resolution geoid model.
 DI0775
 DI0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0775
 DI0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0775
 DI0775.The ellipsoidal height was determined by GPS observations
 DI0775.and is referenced to NAD 83.
 DI0775
 DI0775.The geoid height was determined by GEOID03.
 DI0775
 DI0775;                    North         East     Units Scale Factor Converg.
 DI0775;SPC VA N     - 2,064,607.195 3,585,262.669   MT  0.99996943   +0 36 28.5
 DI0775;SPC VA N     - 6,773,632.11 11,762,649.27   sFT  0.99996943   +0 36 28.5
 DI0775;UTM  18      - 4,235,977.432   278,948.898   MT  1.00020182   -1 33 51.3
 DI0775
 DI0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0775!SPC VA N     -   0.99999239  x   0.99996943  =   0.99996182
 DI0775!UTM  18      -   0.99999239  x   1.00020182  =   1.00019421
 DI0775
 DI0775|---------------------------------------------------------------------|
 DI0775| PID    Reference Object                     Distance      Geod. Az  |
 DI0775|                                                           dddmmss.s |
 DI0775| DI0776 HILLTOP                             281.513 METERS 25215     |
 DI0775|---------------------------------------------------------------------|
 DI0775
 DI0775                          SUPERSEDED SURVEY CONTROL
 DI0775
 DI0775.No superseded survey control is available for this station.
 DI0775
 DI0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7894935977(NAD 83)
 DI0775_MARKER: DD = SURVEY DISK
 DI0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0775_STAMPING: 88-0099
 DI0775_MARK LOGO: VA-177
 DI0775_PROJECTION: FLUSH
 DI0775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0775+STABILITY: SURFACE MOTION
 DI0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0775+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1999
 DI0775
 DI0775  HISTORY     - Date     Condition        Report By
 DI0775  HISTORY     - 19990201 MONUMENTED       GEOMET
 DI0775
 DI0775                          STATION DESCRIPTION
 DI0775
 DI0775'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1999
 DI0775'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MILES) NORTHEAST OF
 DI0775'SPOTSYLVANIA, AND 4.8 KM (3.0 MILES) SOUTHWEST OF FREDERICKSBURG.
 DI0775' 
 DI0775'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND US
 DI0775'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) (AT EXIT 126), GO NORTH ON US
 DI0775'HIGHWAY 1 FOR 1.6 KM (1.0 MILE) TO ITS INTERSECTION WITH SR 208
 DI0775'(COURTHOUSE ROAD).  TURN LEFT AND GO WEST ON SR 208 FOR 2.7 KM (1.7
 DI0775'MILES) TO ITS INTERSECTION WITH SR 639 (LEAVELLS ROAD).  CONTINUE WEST
 DI0775'ON SR 208 FOR ABOUT 91.4 METERS (300 FEET) TO THE STATION ON THE RIGHT
 DI0775'IN FRONT OF THE WACHOVIA BANK.
 DI0775' 
 DI0775'THE STATION IS 19.7 METERS (64.5 FEET) WEST FROM A TELEPHONE PEDESTAL,
 DI0775'8.1 METERS (26.5 FEET) NORTH FROM THE EDGE OF PAVEMENT OF SR 208, 4.5
 DI0775'METERS (14.8 FEET) SOUTHEAST FROM A WATER METER, AND 0.3 METER (1.0
 DI0775'FOOT) NORTH FROM A WITNESS POST.  THE STATION IS A STANDARD VDOT
 DI0775'ALUMINUM SURVEY DISK SET INTO CONCRETE, FLUSH WITH THE GROUND SURFACE
 DI0775'AND STAMPED 88-0099.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0777 ***********************************************************************
 DI0777  DESIGNATION -  88 0104
 DI0777  PID         -  DI0777
 DI0777  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0777  USGS QUAD   -  SALEM CHURCH (1994)
 DI0777
 DI0777                         *CURRENT SURVEY CONTROL
 DI0777  ___________________________________________________________________
 DI0777* NAD 83(1993)-  38 16 14.58098(N)    077 32 17.49452(W)     ADJUSTED  
 DI0777* NAVD 88     -        93.1    (meters)     305.     (feet)  GPS OBS   
 DI0777  ___________________________________________________________________
 DI0777  X           -   1,081,947.837 (meters)                     COMP
 DI0777  Y           -  -4,895,793.218 (meters)                     COMP
 DI0777  Z           -   3,929,116.927 (meters)                     COMP
 DI0777  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DI0777  ELLIP HEIGHT-          60.65  (meters)          (07/13/06) GPS OBS
 DI0777  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DI0777
 DI0777  HORZ ORDER  -  FIRST
 DI0777  ELLP ORDER  -  FOURTH    CLASS I
 DI0777
 DI0777.The horizontal coordinates were established by GPS observations
 DI0777.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0777
 DI0777.The orthometric height was determined by GPS observations and a
 DI0777.high-resolution geoid model.
 DI0777
 DI0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0777
 DI0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0777
 DI0777.The ellipsoidal height was determined by GPS observations
 DI0777.and is referenced to NAD 83.
 DI0777
 DI0777.The geoid height was determined by GEOID03.
 DI0777
 DI0777;                    North         East     Units Scale Factor Converg.
 DI0777;SPC VA N     - 2,067,489.091 3,584,162.036   MT  0.99996659   +0 36 01.0
 DI0777;SPC VA N     - 6,783,087.13 11,759,038.28   sFT  0.99996659   +0 36 01.0
 DI0777;UTM  18      - 4,238,899.672   277,958.074   MT  1.00020723   -1 34 21.9
 DI0777
 DI0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0777!SPC VA N     -   0.99999048  x   0.99996659  =   0.99995707
 DI0777!UTM  18      -   0.99999048  x   1.00020723  =   1.00019771
 DI0777
 DI0777                          SUPERSEDED SURVEY CONTROL
 DI0777
 DI0777.No superseded survey control is available for this station.
 DI0777
 DI0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7795838900(NAD 83)
 DI0777_MARKER: DD = SURVEY DISK
 DI0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0777_STAMPING: 88-0104
 DI0777_MARK LOGO: VA-177
 DI0777_PROJECTION: FLUSH
 DI0777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0777+STABILITY: SURFACE MOTION
 DI0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0777+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 DI0777
 DI0777  HISTORY     - Date     Condition        Report By
 DI0777  HISTORY     - 20040201 MONUMENTED       GEOMET
 DI0777
 DI0777                          STATION DESCRIPTION
 DI0777
 DI0777'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2004
 DI0777'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MILES) NORTHEAST OF
 DI0777'SPOTSYLVANIA, AND 7.1 KM (4.4 MILES) SOUTHWEST OF FREDERICKSBURG.
 DI0777' 
 DI0777'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND SR 3
 DI0777'(PLANK ROAD) (AT EXIT 130), GO WEST ON SR 3 FOR 2.4 KM (1.5 MILES) TO
 DI0777'ITS INTERSECTION WITH SR 639 (SALEM CHURCH ROAD).  TURN LEFT AND GO
 DI0777'SOUTH ON SR 639 FOR 2.3 KM (1.4 MILES) TO ITS INTERSECTION WITH SR 620
 DI0777'(HARRISON ROAD).  TURN RIGHT AND GO NORTHWEST ON SR 620 FOR 183 METERS
 DI0777'(600 FEET) TO THE ENTRANCE TO A CONVENIENCE CENTER/CHANCELLOR LANDFILL
 DI0777'AND CHANCELLOR CONSERVATION PARK.  TURN RIGHT INTO THE CONVENIENCE
 DI0777'CENTER AND TAKE THE FIRST RIGHT, FOLLOWING THE ACCESS ROAD FOR ABOUT
 DI0777'213 METERS (700 FEET) TO THE STATION ON THE RIGHT.
 DI0777' 
 DI0777'THE STATION IS 23.2 METERS (76.0 FEET) SOUTHWEST FROM A VENT PIPE,
 DI0777'21.9 METERS (72.0 FEET) SOUTH FROM A CULVERT PIPE, 14.9 METERS (49.0
 DI0777'FEET) NORTHWEST FROM THE EDGE OF PAVEMENT OF SR 639, 9.4 METERS (31.0
 DI0777'FEET) NORTHEAST FROM A VENT PIPE, AND 0.3 METER (1 FOOT) NORTHWEST
 DI0777'FROM A WITNESS POST.  THE STATION IS A STANDARD VDOT ALUMINUM SURVEY
 DI0777'DISK SET INTO CONCRETE, FLUSH WITH THE GROUND SURFACE AND STAMPED
 DI0777'88-0104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4415 ***********************************************************************
 DH4415  DESIGNATION -  88 0111
 DH4415  PID         -  DH4415
 DH4415  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4415  USGS QUAD   -  BROKENBURG (1981)
 DH4415
 DH4415                         *CURRENT SURVEY CONTROL
 DH4415  ___________________________________________________________________
 DH4415* NAD 83(1993)-  38 09 39.97926(N)    077 39 17.86541(W)     ADJUSTED  
 DH4415* NAVD 88     -        95.3    (meters)     313.     (feet)  GPS OBS   
 DH4415  ___________________________________________________________________
 DH4415  X           -   1,073,577.503 (meters)                     COMP
 DH4415  Y           -  -4,905,342.627 (meters)                     COMP
 DH4415  Z           -   3,919,558.831 (meters)                     COMP
 DH4415  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH4415  ELLIP HEIGHT-          62.89  (meters)          (06/23/05) GPS OBS
 DH4415  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DH4415
 DH4415  HORZ ORDER  -  FIRST
 DH4415  ELLP ORDER  -  FOURTH    CLASS II
 DH4415
 DH4415.The horizontal coordinates were established by GPS observations
 DH4415.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4415
 DH4415.The orthometric height was determined by GPS observations and a
 DH4415.high-resolution geoid model.
 DH4415
 DH4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4415
 DH4415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4415
 DH4415.The ellipsoidal height was determined by GPS observations
 DH4415.and is referenced to NAD 83.
 DH4415
 DH4415.The geoid height was determined by GEOID03.
 DH4415
 DH4415;                    North         East     Units Scale Factor Converg.
 DH4415;SPC VA N     - 2,055,222.434 3,574,056.512   MT  0.99997991   +0 31 38.7
 DH4415;SPC VA N     - 6,742,842.27 11,725,883.74   sFT  0.99997991   +0 31 38.7
 DH4415;UTM  18      - 4,227,021.475   267,392.369   MT  1.00026641   -1 38 28.2
 DH4415
 DH4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4415!SPC VA N     -   0.99999013  x   0.99997991  =   0.99997004
 DH4415!UTM  18      -   0.99999013  x   1.00026641  =   1.00025654
 DH4415
 DH4415|---------------------------------------------------------------------|
 DH4415| PID    Reference Object                     Distance      Geod. Az  |
 DH4415|                                                           dddmmss.s |
 DH4415| DH4414 POST OAK                            200.295 METERS 07357     |
 DH4415|---------------------------------------------------------------------|
 DH4415
 DH4415                          SUPERSEDED SURVEY CONTROL
 DH4415
 DH4415.No superseded survey control is available for this station.
 DH4415
 DH4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6739227021(NAD 83)
 DH4415_MARKER: DD = SURVEY DISK
 DH4415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4415_STAMPING: 88-0111 1998
 DH4415_MARK LOGO: VADOT 
 DH4415_PROJECTION: FLUSH
 DH4415_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4415+STABILITY: SURFACE MOTION
 DH4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4415+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4415
 DH4415  HISTORY     - Date     Condition        Report By
 DH4415  HISTORY     - 20050526 MONUMENTED       VADOT
 DH4415  HISTORY     - 20050526 GOOD             GEOMET
 DH4415
 DH4415                          STATION DESCRIPTION
 DH4415
 DH4415'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4415'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4415'12.1 KM (7.5 MILES)  WEST OF THORNBURG, AND 7.6 KM (4.7 MILES)
 DH4415'SOUTHWEST OF THE SPOTSYLVANIA COUNTY  COURTHOUSE.
 DH4415' 
 DH4415'TO REACH THE STATION FROM THE INTERSECTION OF SR 208 (COURTHOUSE ROAD)
 DH4415'AND SR 613  (BROCK ROAD) AT THE SPOTSYLVANIA COURTHOUSE, PROCEED
 DH4415'NORTHWEST ON SR 613 FOR 0.8 KM  (0.5 MILE) TO ITS INTERSECTION WITH SR
 DH4415'608 (ROBERT E LEE DRIVE).  TURN LEFT AND GO  SOUTHWEST ON SR 608 FOR
 DH4415'1.9 KM (1.2 MILES) TO ITS INTERSECTION WITH SR 648 (BLOCK HOUSE
 DH4415'ROAD).  TURN LEFT AND GO SOUTH ON SR 648 FOR 4.7 KM (2.9 MILES) TO ITS
 DH4415'INTERSECTION WITH SR  208.  TURN RIGHT AND GO WEST ON SR 208 FOR 1.2
 DH4415'KM (0.75 MILE) TO THE SECOND ENTRANCE OF THE  SPOTSYLVANIA HIGH
 DH4415'SCHOOL.  TURN LEFT AND GO SOUTH ALONG THE ENTRANCE ROAD FOR
 DH4415'APPROXIMATELY 152 METERS (500 FEET) TO THE STATION STRAIGHT AHEAD
 DH4415'BETWEEN A PARKING  LOT AND A SIDEWALK.
 DH4415' 
 DH4415'THE STATION IS 18.0 METERS (59.0 FEET) SOUTHEAST FROM THE CENTERLINE
 DH4415'OF A DRIVEWAY TO A  PARKING LOT, 13.3 METERS (43.5 FEET) SOUTH FROM
 DH4415'THE CORNER OF A SIDEWALK AND THE GRASS,  12.9 METERS (42.3 FEET) EAST
 DH4415'FROM A LIGHT POLE, 12.6 METERS (41.5 FEET) SOUTHWEST FROM A  CURB, AND
 DH4415'8.9 METERS (29.2 FEET) NORTHEAST FROM A WITNESS POST.  THE STATION IS
 DH4415'A  STANDARD VIRGINIA DEPARTMENT OF TRANSPORTATION ALUMINUM SURVEY DISK
 DH4415'SET INTO A  POURED IN PLACE CONCRETE MONUMENT, RECESSED TWO INCHES
 DH4415'BELOW THE GROUND SURFACE  AND STAMPED 88-0111.  STATION 88-0111 IS
 DH4415'INTER-VISIBLE WITH STATION POST OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5609 ***********************************************************************
 GV5609  DESIGNATION -  88 C OF R 1972
 GV5609  PID         -  GV5609
 GV5609  STATE/COUNTY-  VA/C OF RICHMOND
 GV5609  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5609
 GV5609                         *CURRENT SURVEY CONTROL
 GV5609  ___________________________________________________________________
 GV5609* NAD 83(1993)-  37 28 21.22380(N)    077 29 43.04942(W)     ADJUSTED  
 GV5609* NAVD 88     -        67.09   (+/-2cm)     220.1    (feet)  VERTCON   
 GV5609  ___________________________________________________________________
 GV5609  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 GV5609  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5609
 GV5609  HORZ ORDER  -  SECOND
 GV5609  VERT ORDER  -  THIRD ? (See Below)
 GV5609
 GV5609.The horizontal coordinates were established by classical geodetic methods
 GV5609.and adjusted by the National Geodetic Survey in September 1995..
 GV5609
 GV5609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5609.The vertical order pertains to the NGVD 29 superseded value.
 GV5609
 GV5609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5609
 GV5609.The geoid height was determined by GEOID03.
 GV5609
 GV5609;                    North         East     Units Scale Factor Converg.
 GV5609;SPC VA S     - 1,126,899.060 3,588,867.911   MT  0.99994708   +0 36 35.2
 GV5609;SPC VA S     - 3,697,168.00 11,774,477.47   sFT  0.99994708   +0 36 35.2
 GV5609;UTM  18      - 4,150,221.615   279,342.032   MT  1.00019979   -1 31 07.3
 GV5609
 GV5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5609!SPC VA S     -   0.99999466  x   0.99994708  =   0.99994174
 GV5609!UTM  18      -   0.99999466  x   1.00019979  =   1.00019445
 GV5609
 GV5609                          SUPERSEDED SURVEY CONTROL
 GV5609
 GV5609  NAD 83(1993)-  37 28 21.22376(N)    077 29 43.04931(W) AD(       ) 2
 GV5609  NAD 83(1986)-  37 28 21.22998(N)    077 29 43.06610(W) AD(       ) 2
 GV5609  NAD 27      -  37 28 20.69786(N)    077 29 44.11687(W) AD(       ) 2
 GV5609  NGVD 29 (07/19/86)   67.40   (m)          221.1    (f) LEVELING    3  
 GV5609
 GV5609.Superseded values are not recommended for survey control.
 GV5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5609.See file dsdata.txt to determine how the superseded data were derived.
 GV5609
 GV5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7934250222(NAD 83)
 GV5609_MARKER: Z = SEE DESCRIPTION
 GV5609_SETTING: 0 = UNSPECIFIED SETTING
 GV5609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5609
 GV5609  HISTORY     - Date     Condition        Report By
 GV5609  HISTORY     - 1972     MONUMENTED       VA2060
 GV5609  HISTORY     - 19951120 GOOD             USPSQD
 GV5609  HISTORY     - 19991023 GOOD             USPSQD
 GV5609  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5609
 GV5609                          STATION DESCRIPTION
 GV5609
 GV5609'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5609'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5609'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5609'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.00 MILES TO POINT NO. 88.
 GV5609'
 GV5609'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5609'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5609'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5609'8 INCHES BELOW GROUND.
 GV5609'
 GV5609'36.0 FEET E. OF C/L OF BERTRAM RD., 18.0 FEET N. OF C.L OF WALMSLEY
 GV5609'BLVD., 30.0 FEET S. OF 10 INCHES MAPLE TREE, 52.0 FEET S.W. OF S.E.
 GV5609'CORNER OF 1-STORY BRICK AND FRAME HOUSE, 20.71 FEET S.E. OF CITY
 GV5609'BENCH MARK NO. 575.
 GV5609'
 GV5609'NEAREST TOWN--RICHMOND.
 GV5609
 GV5609                          STATION RECOVERY (1995)
 GV5609
 GV5609'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5609'RECOVERED IN GOOD CONDITION.
 GV5609
 GV5609                          STATION RECOVERY (1999)
 GV5609
 GV5609'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5609'RECOVERED IN GOOD CONDITION.
 GV5609
 GV5609                          STATION RECOVERY (2003)
 GV5609
 GV5609'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0034 ***********************************************************************
 GV0034  DESIGNATION -  88 USGS
 GV0034  PID         -  GV0034
 GV0034  STATE/COUNTY-  VA/LANCASTER
 GV0034  USGS QUAD   -  IRVINGTON (1992)
 GV0034
 GV0034                         *CURRENT SURVEY CONTROL
 GV0034  ___________________________________________________________________
 GV0034* NAD 83(1986)-  37 42 39.     (N)    076 22 47.     (W)     SCALED    
 GV0034* NAVD 88     -        26.818  (meters)      87.99   (feet)  ADJUSTED  
 GV0034  ___________________________________________________________________
 GV0034  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 GV0034  DYNAMIC HT  -          26.799 (meters)      87.92  (feet)  COMP
 GV0034  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 GV0034
 GV0034  VERT ORDER  -  FIRST     CLASS I
 GV0034
 GV0034.The horizontal coordinates were scaled from a topographic map and have
 GV0034.an estimated accuracy of +/- 6 seconds.
 GV0034
 GV0034.The orthometric height was determined by differential leveling
 GV0034.and adjusted by the National Geodetic Survey in June 1991..
 GV0034
 GV0034.The geoid height was determined by GEOID03.
 GV0034
 GV0034.The dynamic height is computed by dividing the NAVD 88
 GV0034.geopotential number by the normal gravity value computed on the
 GV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0034.degrees latitude (g = 980.6199 gals.).
 GV0034
 GV0034.The modeled gravity was interpolated from observed gravity values.
 GV0034
 GV0034;                    North         East    Units  Estimated Accuracy
 GV0034;SPC VA S     - 1,154,970.    3,686,940.      MT  (+/- 180 meters Scaled)
 GV0034
 GV0034                          SUPERSEDED SURVEY CONTROL
 GV0034
 GV0034  NGVD 29 (05/17/90)   27.058  (m)           88.77   (f) ADJUSTED    1 1
 GV0034
 GV0034.Superseded values are not recommended for survey control.
 GV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0034.See file dsdata.txt to determine how the superseded data were derived.
 GV0034
 GV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG783746(NAD 83)
 GV0034_MARKER: DD = SURVEY DISK
 GV0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0034_SP_SET: BUILDING
 GV0034_STAMPING: 88 1916
 GV0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0034+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 GV0034
 GV0034  HISTORY     - Date     Condition        Report By
 GV0034  HISTORY     - 1916     MONUMENTED       USGS
 GV0034  HISTORY     - 1971     GOOD             NGS
 GV0034  HISTORY     - 1987     GOOD             USPSQD
 GV0034  HISTORY     - 19910414 GOOD             USPSQD
 GV0034  HISTORY     - 19940410 GOOD             USPSQD
 GV0034  HISTORY     - 19980510 GOOD             USPSQD
 GV0034  HISTORY     - 20010901 GOOD             USPSQD
 GV0034  HISTORY     - 20021129 GOOD             USPSQD
 GV0034  HISTORY     - 20021129 GOOD             USPSQD
 GV0034  HISTORY     - 20050927 GOOD             USPSQD
 GV0034
 GV0034                          STATION DESCRIPTION
 GV0034
 GV0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0034'AT KILMARNOCK.
 GV0034'AT KILMARNOCK, SET VERTICALLY IN THE WEST FACE AND 2.2 FEET SOUTH
 GV0034'OF THE NORTHWEST CORNER OF THE STANDARD PRODUCTS COMPANY, INC.
 GV0034'BUILDING, (FORMERLY THE HOTEL EUBANK), 59 FEET SOUTH OF THE
 GV0034'CENTER LINE OF STATE HIGHWAY 200, AND ABOUT 2 FEET ABOVE THE
 GV0034'LEVEL OF THE GROUND.
 GV0034
 GV0034                          STATION RECOVERY (1987)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0034'RECOVERED IN GOOD CONDITION.
 GV0034
 GV0034                          STATION RECOVERY (1991)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM)
 GV0034'RECOVERED IN GOOD CONDITION.
 GV0034
 GV0034                          STATION RECOVERY (1994)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0034'RECOVERED IN GOOD CONDITION.
 GV0034
 GV0034                          STATION RECOVERY (1998)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0034'RECOVERED IN GOOD CONDITION.
 GV0034
 GV0034                          STATION RECOVERY (2001)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 GV0034'RECOVERED IN GOOD CONDITION. THIS BUILDING IS ON HWY 200 ABOUT 200
 GV0034'FEET EAST OF STATE HWY 3. BUILDING NOW IS EITHER A PRIVATE RESIDENCE
 GV0034'OR PROFESSIONAL BUILDING. STRUCTURE IS PAINTED WHITE AND EVEN THE
 GV0034'STATION HAS BEEN PAINTED OVER. HOWEVER, IT CAN STILL BE EASILY
 GV0034'LOCATED.
 GV0034
 GV0034                          STATION RECOVERY (2002)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0034'MARK IS IN MASONRY WALL OF A BUILDING AND YOU CANNOT GET A 360 DEGREE
 GV0034'HORIZON.
 GV0034
 GV0034                          STATION RECOVERY (2002)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0034'MARK IS SET VERTICALLY IN A MASONRY WALL. YOU CANNOT HAVE A 360 DEGREE
 GV0034'HORIZON.
 GV0034
 GV0034                          STATION RECOVERY (2005)
 GV0034
 GV0034'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 GV0034'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1400 ***********************************************************************
 FY1400  DESIGNATION -  882
 FY1400  PID         -  FY1400
 FY1400  STATE/COUNTY-  VA/FRANKLIN
 FY1400  USGS QUAD   -  BASSETT (1978)
 FY1400
 FY1400                         *CURRENT SURVEY CONTROL
 FY1400  ___________________________________________________________________
 FY1400* NAD 83(1986)-  36 49 33.     (N)    079 59 49.     (W)     SCALED    
 FY1400* NAVD 88     -       268.75   (+/-2cm)     881.7    (feet)  VERTCON   
 FY1400  ___________________________________________________________________
 FY1400  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 FY1400
 FY1400  VERT ORDER  -  ? (See Below)
 FY1400
 FY1400.The horizontal coordinates were scaled from a topographic map and have
 FY1400.an estimated accuracy of +/- 6 seconds.
 FY1400
 FY1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY1400.The vertical order pertains to the NGVD 29 superseded value.
 FY1400
 FY1400.The geoid height was determined by GEOID03.
 FY1400
 FY1400;                    North         East    Units  Estimated Accuracy
 FY1400;SPC VA S     - 1,055,710.    3,366,460.      MT  (+/- 180 meters Scaled)
 FY1400
 FY1400                          SUPERSEDED SURVEY CONTROL
 FY1400
 FY1400  NGVD 29 (??/??/92)  268.936  (m)          882.33   (f) ADJ UNCH    ?  
 FY1400
 FY1400.Superseded values are not recommended for survey control.
 FY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1400.See file dsdata.txt to determine how the superseded data were derived.
 FY1400
 FY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA894760(NAD 83)
 FY1400_MARKER: DD = SURVEY DISK
 FY1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1400_SP_SET: BRIDGE
 FY1400_STAMPING: 882.463 FEET 1905
 FY1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1400
 FY1400  HISTORY     - Date     Condition        Report By
 FY1400  HISTORY     - 1905     MONUMENTED       USGS
 FY1400  HISTORY     - 1935     GOOD             NGS
 FY1400
 FY1400                          STATION DESCRIPTION
 FY1400
 FY1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1400'0.5 MI SW FROM HENRY.
 FY1400'IN HENRY COUNTY, ABOUT 0.5 MILE SOUTHWEST ALONG THE NORFOLK AND
 FY1400'WESTERN RAILWAY FROM HENRY, FRANKLIN COUNTY, AT PLATE-GIRDER BRIDGE
 FY1400'1857, AND IN THE TOP OF THE NORTH WING WALL OF THE NORTHEAST
 FY1400'CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FY1400'DISK, STAMPED 882.436 FEET 1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9048 ***********************************************************************
 HV9048  DESIGNATION -  89 0095
 HV9048  PID         -  HV9048
 HV9048  STATE/COUNTY-  VA/STAFFORD
 HV9048  USGS QUAD   -  FREDERICKSBURG (1994)
 HV9048
 HV9048                         *CURRENT SURVEY CONTROL
 HV9048  ___________________________________________________________________
 HV9048* NAD 83(1993)-  38 19 42.16391(N)    077 27 57.73870(W)     ADJUSTED  
 HV9048* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 HV9048  ___________________________________________________________________
 HV9048  X           -   1,087,239.778 (meters)                     COMP
 HV9048  Y           -  -4,890,501.646 (meters)                     COMP
 HV9048  Z           -   3,934,097.327 (meters)                     COMP
 HV9048  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HV9048  ELLIP HEIGHT-          -8.23  (meters)          (06/04/02) GPS OBS
 HV9048  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV9048
 HV9048  HORZ ORDER  -  SECOND
 HV9048  ELLP ORDER  -  FOURTH    CLASS II
 HV9048
 HV9048.The horizontal coordinates were established by GPS observations
 HV9048.and adjusted by the National Geodetic Survey in November 1994..
 HV9048
 HV9048.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9048
 HV9048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9048
 HV9048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9048
 HV9048.The ellipsoidal height was determined by GPS observations
 HV9048.and is referenced to NAD 83.
 HV9048
 HV9048.The geoid height was determined by GEOID03.
 HV9048
 HV9048;                    North         East     Units Scale Factor Converg.
 HV9048;SPC VA N     - 2,073,957.681 3,590,403.497   MT  0.99996104   +0 38 43.1
 HV9048;SPC VA N     - 6,804,309.49 11,779,515.47   sFT  0.99996104   +0 38 43.1
 HV9048;UTM  18      - 4,245,128.230   284,441.905   MT  1.00017227   -1 31 47.8
 HV9048
 HV9048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9048!SPC VA N     -   1.00000129  x   0.99996104  =   0.99996233
 HV9048!UTM  18      -   1.00000129  x   1.00017227  =   1.00017356
 HV9048
 HV9048|---------------------------------------------------------------------|
 HV9048| PID    Reference Object                     Distance      Geod. Az  |
 HV9048|                                                           dddmmss.s |
 HV9048| HV9049 89 0096                             334.170 METERS 01330     |
 HV9048|---------------------------------------------------------------------|
 HV9048
 HV9048                          SUPERSEDED SURVEY CONTROL
 HV9048
 HV9048  ELLIP H (11/14/94)   -8.15   (m)                       GP(       ) 4 2
 HV9048  NAD 83(1993)-  38 19 42.16565(N)    077 27 57.75279(W) AD(       ) 2
 HV9048  ELLIP H (01/27/92)   -8.19   (m)                       GP(       ) 4 1
 HV9048  NAD 83(1993)-  38 19 42.16533(N)    077 27 57.75074(W) AD(       ) 2
 HV9048  NGVD 29 (11/25/91)   24.5    (m)           80.     (f) GPS OBS        
 HV9048
 HV9048.Superseded values are not recommended for survey control.
 HV9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9048.See file dsdata.txt to determine how the superseded data were derived.
 HV9048
 HV9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8444245128(NAD 83)
 HV9048_MARKER: DD = SURVEY DISK
 HV9048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9048_SP_SET: CONCRETE POST
 HV9048_STAMPING: 0089-0095
 HV9048_MARK LOGO: VADHT 
 HV9048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9048+STABILITY: SURFACE MOTION
 HV9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9048+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HV9048
 HV9048  HISTORY     - Date     Condition        Report By
 HV9048  HISTORY     - 1990     MONUMENTED       VADHT
 HV9048
 HV9048                          STATION DESCRIPTION
 HV9048
 HV9048'DESCRIBED BY VA DEPT HWYS-TRANSP 1990
 HV9048'STATION IS A STANDARD VDOT ALUMINUM SURVEY DISK STAMPED 0089-0095.
 HV9048'STATION IS 12.5 FEET WEST OF EDGE OF PAVEMENT OF SOUTHBOUND RTE. 1,
 HV9048'26.7 FEET SOUTHEAST OF C AND P POLE NUMBER 12, 44.2 FEET NORTH OF
 HV9048'CENTERLINE OF RTE. 652(TRUSLOW ROAD).
 HV9048'TO REACH STATION FROM POST OFFICE IN FALMOUTH, VA., PROCEED NORTHWEST
 HV9048'ON RTE. 664 FOR 0.1 MILES TO INTERSECTION WITH RTE.1. TURN RIGHT
 HV9048'(NORTH) ON RTE. 1 AND PROCEED NORTH FOR 0.3 MILES TO RTE. 652(TRUSLOW
 HV9048'ROAD). TURN LEFT ON RTE. 652 AND STATION IS ON IMMEDIATE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9049 ***********************************************************************
 HV9049  DESIGNATION -  89 0096
 HV9049  PID         -  HV9049
 HV9049  STATE/COUNTY-  VA/STAFFORD
 HV9049  USGS QUAD   -  FREDERICKSBURG (1994)
 HV9049
 HV9049                         *CURRENT SURVEY CONTROL
 HV9049  ___________________________________________________________________
 HV9049* NAD 83(1993)-  38 19 52.70241(N)    077 27 54.52831(W)     ADJUSTED  
 HV9049* NAVD 88     -        18.9    (meters)      62.     (feet)  GPS OBS   
 HV9049  ___________________________________________________________________
 HV9049  X           -   1,087,271.241 (meters)                     COMP
 HV9049  Y           -  -4,890,283.880 (meters)                     COMP
 HV9049  Z           -   3,934,348.894 (meters)                     COMP
 HV9049  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HV9049  ELLIP HEIGHT-         -13.61  (meters)          (05/17/02) GPS OBS
 HV9049  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV9049
 HV9049  HORZ ORDER  -  FIRST
 HV9049  ELLP ORDER  -  FOURTH    CLASS II
 HV9049
 HV9049.The horizontal coordinates were established by GPS observations
 HV9049.and adjusted by the National Geodetic Survey in October 2001..
 HV9049
 HV9049.The orthometric height was determined by GPS observations and a
 HV9049.high-resolution geoid model.
 HV9049
 HV9049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9049
 HV9049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9049
 HV9049.The ellipsoidal height was determined by GPS observations
 HV9049.and is referenced to NAD 83.
 HV9049
 HV9049.The geoid height was determined by GEOID03.
 HV9049
 HV9049;                    North         East     Units Scale Factor Converg.
 HV9049;SPC VA N     - 2,074,283.471 3,590,477.802   MT  0.99996079   +0 38 45.1
 HV9049;SPC VA N     - 6,805,378.35 11,779,759.26   sFT  0.99996079   +0 38 45.1
 HV9049;UTM  18      - 4,245,451.033   284,528.542   MT  1.00017181   -1 31 46.2
 HV9049
 HV9049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9049!SPC VA N     -   1.00000214  x   0.99996079  =   0.99996293
 HV9049!UTM  18      -   1.00000214  x   1.00017181  =   1.00017395
 HV9049
 HV9049|---------------------------------------------------------------------|
 HV9049| PID    Reference Object                     Distance      Geod. Az  |
 HV9049|                                                           dddmmss.s |
 HV9049| HV9048 89 0095                             334.170 METERS 19330     |
 HV9049|---------------------------------------------------------------------|
 HV9049
 HV9049                          SUPERSEDED SURVEY CONTROL
 HV9049
 HV9049  ELLIP H (10/09/01)  -13.60   (m)                       GP(       ) 4 1
 HV9049  NAD 83(1993)-  38 19 52.70241(N)    077 27 54.52831(W) AD(       ) 2
 HV9049  ELLIP H (11/14/94)  -13.53   (m)                       GP(       ) 4 2
 HV9049  NAD 83(1993)-  38 19 52.70415(N)    077 27 54.54241(W) AD(       ) 2
 HV9049  ELLIP H (01/27/92)  -13.57   (m)                       GP(       ) 4 1
 HV9049  NAD 83(1993)-  38 19 52.70386(N)    077 27 54.54031(W) AD(       ) 2
 HV9049  NGVD 29 (11/25/91)   19.1    (m)           63.     (f) GPS OBS        
 HV9049
 HV9049.Superseded values are not recommended for survey control.
 HV9049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9049.See file dsdata.txt to determine how the superseded data were derived.
 HV9049
 HV9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8452945451(NAD 83)
 HV9049_MARKER: DD = SURVEY DISK
 HV9049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV9049_SP_SET: TOP OF DROP INLET
 HV9049_STAMPING: 0089-0096
 HV9049_MARK LOGO: VADHT 
 HV9049_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9049+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 HV9049
 HV9049  HISTORY     - Date     Condition        Report By
 HV9049  HISTORY     - 1990     MONUMENTED       VADHT
 HV9049  HISTORY     - 20000926 GOOD             GEOMET
 HV9049
 HV9049                          STATION DESCRIPTION
 HV9049
 HV9049'DESCRIBED BY VA DEPT HWYS-TRANSP 1990
 HV9049'STATION IS A STANDARD VDOT ALUMINUM SURVEY DISK STAMPED 0089-0096.
 HV9049'STATION IS 0.8 FEET FROM NORTH EDGE OF DROP INLET, 0.7 FEET FROM EAST
 HV9049'EDGE OF DROP INLET, 10.6 FEET FROM SOUTH EDGE OF DROP INLET, 13.2
 HV9049'FEET EAST OF EDGE OF PAVEMENT OF NORTHBOUND RTE. 1.
 HV9049'TO REACH STATION FROM POST OFFICE IN FALMOUTH, VA., PROCEED NORTHWEST
 HV9049'ON RTE. 664 FOR 0.1 MILES TO INTERSECTION WITH RTE. 1. TURN RIGHT
 HV9049'(NORTH) ON RTE. 1 AND PROCEED NORTH FOR 0.5 MILES TO DROP INLET AND
 HV9049'STATION ON RIGHT.
 HV9049
 HV9049                          STATION RECOVERY (2000)
 HV9049
 HV9049'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HV9049'THE FALMOTH POST OFFICE IS NO LONGER THERE.
 HV9049' 
 HV9049'TO REACH THE STATION FROM THE INTERSECTION OF BUTLER ROAD (ROUTE 212),
 HV9049'WARRENTON
 HV9049'ROAD (ROUTE 17),  JEFFERSON DAVIS HIGHWAY/CAMBRIDGE STREET (ROUTE 1)
 HV9049'PROCEED NORTH
 HV9049'ALONG CAMBRIDGE STREET (ROUTE 1) A DISTANCE OF 0.5  MILES TO A USED
 HV9049'CAR DEALER CALLED
 HV9049'QUALITY MOTORS AND THE STATION ON THE RIGHT AT A DROP INLET.
 HV9049'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5516 ***********************************************************************
 AJ5516  DESIGNATION -  89 0110
 AJ5516  PID         -  AJ5516
 AJ5516  STATE/COUNTY-  VA/STAFFORD
 AJ5516  USGS QUAD   -  STAFFORD (1994)
 AJ5516
 AJ5516                         *CURRENT SURVEY CONTROL
 AJ5516  ___________________________________________________________________
 AJ5516* NAD 83(1993)-  38 23 10.23925(N)    077 23 00.96925(W)     ADJUSTED  
 AJ5516* NAVD 88     -        21.8    (meters)      72.     (feet)  GPS OBS   
 AJ5516  ___________________________________________________________________
 AJ5516  X           -   1,093,404.936 (meters)                     COMP
 AJ5516  Y           -  -4,885,045.070 (meters)                     COMP
 AJ5516  Z           -   3,939,126.786 (meters)                     COMP
 AJ5516  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AJ5516  ELLIP HEIGHT-         -10.74  (meters)          (05/17/02) GPS OBS
 AJ5516  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AJ5516
 AJ5516  HORZ ORDER  -  FIRST
 AJ5516  ELLP ORDER  -  FOURTH    CLASS II
 AJ5516
 AJ5516.The horizontal coordinates were established by GPS observations
 AJ5516.and adjusted by the National Geodetic Survey in October 2001..
 AJ5516
 AJ5516.The orthometric height was determined by GPS observations and a
 AJ5516.high-resolution geoid model.
 AJ5516
 AJ5516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5516
 AJ5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5516
 AJ5516.The ellipsoidal height was determined by GPS observations
 AJ5516.and is referenced to NAD 83.
 AJ5516
 AJ5516.The geoid height was determined by GEOID03.
 AJ5516
 AJ5516;                    North         East     Units Scale Factor Converg.
 AJ5516;SPC VA N     - 2,080,457.201 3,597,532.852   MT  0.99995649   +0 41 48.3
 AJ5516;SPC VA N     - 6,825,633.33 11,802,905.70   sFT  0.99995649   +0 41 48.3
 AJ5516;UTM  18      - 4,251,353.531   291,814.371   MT  1.00013379   -1 28 50.3
 AJ5516
 AJ5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5516!SPC VA N     -   1.00000169  x   0.99995649  =   0.99995818
 AJ5516!UTM  18      -   1.00000169  x   1.00013379  =   1.00013548
 AJ5516
 AJ5516                          SUPERSEDED SURVEY CONTROL
 AJ5516
 AJ5516  ELLIP H (10/09/01)  -10.70   (m)                       GP(       ) 4 1
 AJ5516
 AJ5516.Superseded values are not recommended for survey control.
 AJ5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5516.See file dsdata.txt to determine how the superseded data were derived.
 AJ5516
 AJ5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9181451354(NAD 83)
 AJ5516_MARKER: DD = SURVEY DISK
 AJ5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5516_STAMPING: 089-0110
 AJ5516_MARK LOGO: VADOT 
 AJ5516_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5516+STABILITY: SURFACE MOTION
 AJ5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5516+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ5516
 AJ5516  HISTORY     - Date     Condition        Report By
 AJ5516  HISTORY     - 1993     MONUMENTED       GEOMET
 AJ5516  HISTORY     - 20060118 GOOD             BOWMAN
 AJ5516
 AJ5516                          STATION DESCRIPTION
 AJ5516
 AJ5516'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993 (DAR)
 AJ5516'THE STATION IS LOCATED IN EASTERN STAFFORD COUNTY, VIRGINIA IN THE
 AJ5516'BROOKE VRE PARKING
 AJ5516'LOT.
 AJ5516' 
 AJ5516'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5516'(ROUTE 1) AND
 AJ5516'COURTHOUSE ROAD (ROUTE 630) PROCEED SOUTHEAST ALONG COURTHOUSE ROAD
 AJ5516'(ROUTE 630) A
 AJ5516'DISTANCE OF 2.5 MILES TO ITS INTERSECTION WITH ANDREW CHAPEL ROAD
 AJ5516'(ROUTE 629).  TURN
 AJ5516'RIGHT AND PROCEED SOUTH ALONG ANDREW CHAPEL ROAD (ROUTE 629) A
 AJ5516'DISTANCE OF 0.9 MILE TO
 AJ5516'ITS INTERSECTION WITH BROOKE ROAD (ROUTE 608).  TURN RIGHT AND PROCEED
 AJ5516'SOUTHWEST
 AJ5516'ALONG BROOKE ROAD (ROUTE 608) A DISTANCE OF 0.1 MILE TO THE ENTRANCE
 AJ5516'TO THE BROOKE VRE.
 AJ5516'TURN RIGHT AND PROCEED TO THE STATION IN THE SOUTHERN PART OF THE
 AJ5516'PARKING LOT.
 AJ5516' 
 AJ5516'THE STATION IS A STANDARD 3 1/4 INCH COMMONWEALTH OF VIRGINIA, DEPT OF
 AJ5516'TRANS, RICHMOND,
 AJ5516'VA  SURVEY DISK SET IN CONCRETE ABOUT ONE INCH BELOW THE GROUND
 AJ5516'SURFACE AND STAMPED
 AJ5516'089 0110.
 AJ5516' 
 AJ5516'THE STATION IS 2.3 FEET AZIMUTH 62 DEGREES TO A CONCRETE CATCH BASIN,
 AJ5516'95.5 FEET AZIMUTH
 AJ5516'107 DEGREES TO A LIGHT POLE, AND 17.5 FEET AZIMUTH 172 DEGREES TO A
 AJ5516'PINE TREE, 1.0 FOOT
 AJ5516'AZIMUTH 260 DEGREES TO A WITNESS POST, AND 29.9 FEET AZIMUTH 322
 AJ5516'DEGREES TO A PINE TREE,
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516' 
 AJ5516'
 AJ5516
 AJ5516                          STATION RECOVERY (2006)
 AJ5516
 AJ5516'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 AJ5516'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5530 ***********************************************************************
 AJ5530  DESIGNATION -  89 0124
 AJ5530  PID         -  AJ5530
 AJ5530  STATE/COUNTY-  VA/STAFFORD
 AJ5530  USGS QUAD   -  STAFFORD (1994)
 AJ5530
 AJ5530                         *CURRENT SURVEY CONTROL
 AJ5530  ___________________________________________________________________
 AJ5530* NAD 83(1993)-  38 22 56.27664(N)    077 26 44.07951(W)     ADJUSTED  
 AJ5530* NAVD 88     -        30.4    (meters)     100.     (feet)  GPS OBS   
 AJ5530  ___________________________________________________________________
 AJ5530  X           -   1,088,179.891 (meters)                     COMP
 AJ5530  Y           -  -4,886,492.530 (meters)                     COMP
 AJ5530  Z           -   3,938,794.732 (meters)                     COMP
 AJ5530  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AJ5530  ELLIP HEIGHT-          -2.01  (meters)          (05/17/02) GPS OBS
 AJ5530  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AJ5530
 AJ5530  HORZ ORDER  -  FIRST
 AJ5530  ELLP ORDER  -  FOURTH    CLASS II
 AJ5530
 AJ5530.The horizontal coordinates were established by GPS observations
 AJ5530.and adjusted by the National Geodetic Survey in October 2001..
 AJ5530
 AJ5530.The orthometric height was determined by GPS observations and a
 AJ5530.high-resolution geoid model.
 AJ5530
 AJ5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5530
 AJ5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5530
 AJ5530.The ellipsoidal height was determined by GPS observations
 AJ5530.and is referenced to NAD 83.
 AJ5530
 AJ5530.The geoid height was determined by GEOID03.
 AJ5530
 AJ5530;                    North         East     Units Scale Factor Converg.
 AJ5530;SPC VA N     - 2,079,962.704 3,592,123.657   MT  0.99995676   +0 39 29.1
 AJ5530;SPC VA N     - 6,824,010.97 11,785,159.03   sFT  0.99995676   +0 39 29.1
 AJ5530;UTM  18      - 4,251,064.839   286,389.257   MT  1.00016197   -1 31 08.6
 AJ5530
 AJ5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5530!SPC VA N     -   1.00000032  x   0.99995676  =   0.99995708
 AJ5530!UTM  18      -   1.00000032  x   1.00016197  =   1.00016229
 AJ5530
 AJ5530                          SUPERSEDED SURVEY CONTROL
 AJ5530
 AJ5530  ELLIP H (10/09/01)   -2.00   (m)                       GP(       ) 4 1
 AJ5530
 AJ5530.Superseded values are not recommended for survey control.
 AJ5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5530.See file dsdata.txt to determine how the superseded data were derived.
 AJ5530
 AJ5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8638951065(NAD 83)
 AJ5530_MARKER: DD = SURVEY DISK
 AJ5530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5530_STAMPING: 089-0124
 AJ5530_MARK LOGO: VADOT 
 AJ5530_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5530+STABILITY: SURFACE MOTION
 AJ5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5530+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ5530
 AJ5530  HISTORY     - Date     Condition        Report By
 AJ5530  HISTORY     - 2000     MONUMENTED       GEOMET
 AJ5530
 AJ5530                          STATION DESCRIPTION
 AJ5530
 AJ5530'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5530'THE STATION IS LOCATED IN CENTRAL STAFFORD COUNTY, VIRGINIA.
 AJ5530' 
 AJ5530'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5530'(ROUTE 1) AND
 AJ5530'MOUNTAIN VIEW ROAD (ROUTE 627) PROCEED NORTH  ALONG JEFFERSON DAVIS
 AJ5530'HIGHWAY (ROUTE 1)
 AJ5530'A DISTANCE OF 1.4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 AJ5530'LOCATED IN THE GRASS
 AJ5530'SHOULDER DIRECTLY IN FRONT OF STAFFORD ELECTRIC HEATING AND AIR, INC.
 AJ5530'THE STATION IS A STANDARD 3 1/4 INCH COMMONWEALTH OF VIRGINIA, DEPT OF
 AJ5530'TRANS, RICHMOND,
 AJ5530'VA SURVEY DISK SET IN CONCRETE TWO INCHES BELOW THE GROUND SURFACE AND
 AJ5530'STAMPED
 AJ5530'089 0124.
 AJ5530' 
 AJ5530'THE STATION IS 36.3 FEET AZIMUTH 65 DEGREES TO A SIGN POLE, 36.6 FEET
 AJ5530'AZIMUTH 200 DEGREES
 AJ5530'TO A CORNER OF A BRICK SIGN,  APPROXIMATELY 5.0 FEET AZIMUTH 338
 AJ5530'DEGREES TO THE EDGE OF
 AJ5530'JEFFERSON DAVIS HIGHWAY (ROUTE 1), 37.8 FEET AZIMUTH 40 DEGREES TO A
 AJ5530'VEPCO UTILITY POLE
 AJ5530'GE61, AND 49.1 FEET AZIMUTH 135 DEGREES TO A CONCRETE WELL.
 AJ5530' 
 AJ5530' 
 AJ5530' 
 AJ5530' 
 AJ5530' 
 AJ5530' 
 AJ5530'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5618 ***********************************************************************
 GV5618  DESIGNATION -  89 C OF R 1972
 GV5618  PID         -  GV5618
 GV5618  STATE/COUNTY-  VA/C OF RICHMOND
 GV5618  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5618
 GV5618                         *CURRENT SURVEY CONTROL
 GV5618  ___________________________________________________________________
 GV5618* NAD 83(1993)-  37 28 16.66478(N)    077 29 54.39127(W)     ADJUSTED  
 GV5618* NAVD 88     -        63.62   (+/-2cm)     208.7    (feet)  VERTCON   
 GV5618  ___________________________________________________________________
 GV5618  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 GV5618  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5618
 GV5618  HORZ ORDER  -  SECOND
 GV5618  VERT ORDER  -  THIRD ? (See Below)
 GV5618
 GV5618.The horizontal coordinates were established by classical geodetic methods
 GV5618.and adjusted by the National Geodetic Survey in September 1995..
 GV5618
 GV5618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5618.The vertical order pertains to the NGVD 29 superseded value.
 GV5618
 GV5618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5618
 GV5618.The geoid height was determined by GEOID03.
 GV5618
 GV5618;                    North         East     Units Scale Factor Converg.
 GV5618;SPC VA S     - 1,126,755.562 3,588,590.745   MT  0.99994704   +0 36 28.3
 GV5618;SPC VA S     - 3,696,697.21 11,773,568.14   sFT  0.99994704   +0 36 28.3
 GV5618;UTM  18      - 4,150,088.475   279,059.656   MT  1.00020133   -1 31 14.1
 GV5618
 GV5618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5618!SPC VA S     -   0.99999520  x   0.99994704  =   0.99994224
 GV5618!UTM  18      -   0.99999520  x   1.00020133  =   1.00019653
 GV5618
 GV5618|---------------------------------------------------------------------|
 GV5618| PID    Reference Object                     Distance      Geod. Az  |
 GV5618|                                                           dddmmss.s |
 GV5618| GV5609 88 C OF R 1972                      312.127 METERS 06314     |
 GV5618| GV5629 90 C OF R 1972                      340.927 METERS 25449     |
 GV5618|---------------------------------------------------------------------|
 GV5618
 GV5618                          SUPERSEDED SURVEY CONTROL
 GV5618
 GV5618  NAD 83(1993)-  37 28 16.66474(N)    077 29 54.39116(W) AD(       ) 2
 GV5618  NAD 83(1986)-  37 28 16.67096(N)    077 29 54.40800(W) AD(       ) 2
 GV5618  NAD 27      -  37 28 16.13865(N)    077 29 55.45826(W) AD(       ) 2
 GV5618  NGVD 29 (07/19/86)   63.93   (m)          209.7    (f) LEVELING    3  
 GV5618
 GV5618.Superseded values are not recommended for survey control.
 GV5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5618.See file dsdata.txt to determine how the superseded data were derived.
 GV5618
 GV5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7906050088(NAD 83)
 GV5618_MARKER: Z = SEE DESCRIPTION
 GV5618_SETTING: 0 = UNSPECIFIED SETTING
 GV5618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5618
 GV5618  HISTORY     - Date     Condition        Report By
 GV5618  HISTORY     - 1972     MONUMENTED       VA2060
 GV5618  HISTORY     - 19951120 GOOD             USPSQD
 GV5618  HISTORY     - 19991023 GOOD             USPSQD
 GV5618  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5618
 GV5618                          STATION DESCRIPTION
 GV5618
 GV5618'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5618'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5618'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5618'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.15 MILES TO POINT NO. 89.
 GV5618'
 GV5618'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5618'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5618'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5618'6 INCHES BELOW GROUND.
 GV5618'
 GV5618'22.5 FEET S. OF C/L OF WALMSLEY BLVD., 4.2 FEET S.W. OF VEPCO POLE
 GV5618'NO. AJ53, 17.4 FEET N. OF UNDERGROUND CABLE TERMINAL POST, 8.8 FEET
 GV5618'N. OF 4 INCHES PINE TREE.
 GV5618'
 GV5618'NEAREST TOWN--RICHMOND.
 GV5618
 GV5618                          STATION RECOVERY (1995)
 GV5618
 GV5618'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5618'RECOVERED IN GOOD CONDITION.
 GV5618
 GV5618                          STATION RECOVERY (1999)
 GV5618
 GV5618'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5618'RECOVERED IN GOOD CONDITION.
 GV5618
 GV5618                          STATION RECOVERY (2003)
 GV5618
 GV5618'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3252 ***********************************************************************
 GV3252  DESIGNATION -  89 USGS
 GV3252  PID         -  GV3252
 GV3252  STATE/COUNTY-  VA/SURRY
 GV3252  USGS QUAD   -  RUNNYMEDE (1986)
 GV3252
 GV3252                         *CURRENT SURVEY CONTROL
 GV3252  ___________________________________________________________________
 GV3252* NAD 83(1986)-  37 04 28.     (N)    076 45 49.     (W)     SCALED    
 GV3252* NAVD 88     -        26.607  (meters)      87.29   (feet)  POSTED    
 GV3252  ___________________________________________________________________
 GV3252  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV3252  DYNAMIC HT  -          26.590 (meters)      87.24  (feet)  COMP
 GV3252  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 GV3252
 GV3252  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GV3252
 GV3252.The horizontal coordinates were scaled from a topographic map and have
 GV3252.an estimated accuracy of +/- 6 seconds.
 GV3252
 GV3252.The orthometric height was determined by differential leveling
 GV3252.and adjusted by the National Geodetic Survey in 1992..
 GV3252.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GV3252.rate of 2.1 thru 3.0 mm/km.
 GV3252
 GV3252.The geoid height was determined by GEOID03.
 GV3252
 GV3252.The dynamic height is computed by dividing the NAVD 88
 GV3252.geopotential number by the normal gravity value computed on the
 GV3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3252.degrees latitude (g = 980.6199 gals.).
 GV3252
 GV3252.The modeled gravity was interpolated from observed gravity values.
 GV3252
 GV3252;                    North         East    Units  Estimated Accuracy
 GV3252;SPC VA S     - 1,083,660.    3,654,390.      MT  (+/- 180 meters Scaled)
 GV3252
 GV3252                          SUPERSEDED SURVEY CONTROL
 GV3252
 GV3252  NGVD 29 (??/??/??)   27.000  (m)           88.58   (f) ADJUSTED    3 0
 GV3252
 GV3252.Superseded values are not recommended for survey control.
 GV3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3252.See file dsdata.txt to determine how the superseded data were derived.
 GV3252
 GV3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG432045(NAD 83)
 GV3252_MARKER: DD = SURVEY DISK
 GV3252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV3252_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV3252_STAMPING: VA 89 1917
 GV3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3252
 GV3252  HISTORY     - Date     Condition        Report By
 GV3252  HISTORY     - 1917     MONUMENTED       USGS
 GV3252  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV3252  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV3252  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV3252
 GV3252                          STATION DESCRIPTION
 GV3252
 GV3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV3252'3 MI SW FROM BACONS CASTLE.
 GV3252'TO REACH FROM BACONS CASTLE TRAVEL SOUTHWEST 3.0 MILES VIA STATE
 GV3252'ROAD 630 TO MARK; IT IS 24.0 FEET WEST OF CENTERLINE OF STATE ROAD
 GV3252'630 44.0 FEET SOUTHWEST OF CENTERLINE OF BRIDGE, 3.0 FEET WEST OF
 GV3252'18 INCH BLAZED PINE TREE, AND 2 FEET NORTH OF A WHITE REFERENCE
 GV3252'POST. IT IS A STANDARD USGS IRON POST AND BRONZE CAP STAMPED
 GV3252'STAMPED VA 89 1917, AND EXTENDING 6 INCHES ABOVE THE GROUND.
 GV3252
 GV3252                          STATION RECOVERY (1997)
 GV3252
 GV3252'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3252'MARK NOT FOUND.
 GV3252
 GV3252                          STATION RECOVERY (2002)
 GV3252
 GV3252'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV3252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1565 ***********************************************************************
 GW1565  DESIGNATION -  895
 GW1565  PID         -  GW1565
 GW1565  STATE/COUNTY-  VA/BOTETOURT
 GW1565  USGS QUAD   -  BUCHANAN (1985)
 GW1565
 GW1565                         *CURRENT SURVEY CONTROL
 GW1565  ___________________________________________________________________
 GW1565* NAD 83(1986)-  37 36 44.     (N)    079 44 48.     (W)     SCALED    
 GW1565* NAVD 88     -       272.659  (meters)     894.55   (feet)  ADJUSTED  
 GW1565  ___________________________________________________________________
 GW1565  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1565  DYNAMIC HT  -         272.441 (meters)     893.83  (feet)  COMP
 GW1565  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GW1565
 GW1565  VERT ORDER  -  FIRST     CLASS II
 GW1565
 GW1565.The horizontal coordinates were scaled from a topographic map and have
 GW1565.an estimated accuracy of +/- 6 seconds.
 GW1565
 GW1565.The orthometric height was determined by differential leveling
 GW1565.and adjusted by the National Geodetic Survey in June 1991..
 GW1565
 GW1565.The geoid height was determined by GEOID03.
 GW1565
 GW1565.The dynamic height is computed by dividing the NAVD 88
 GW1565.geopotential number by the normal gravity value computed on the
 GW1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1565.degrees latitude (g = 980.6199 gals.).
 GW1565
 GW1565.The modeled gravity was interpolated from observed gravity values.
 GW1565
 GW1565;                    North         East    Units  Estimated Accuracy
 GW1565;SPC VA S     - 1,142,650.    3,389,940.      MT  (+/- 180 meters Scaled)
 GW1565
 GW1565                          SUPERSEDED SURVEY CONTROL
 GW1565
 GW1565  NGVD 29 (??/??/92)  272.867  (m)          895.23   (f) ADJ UNCH    1 2
 GW1565
 GW1565.Superseded values are not recommended for survey control.
 GW1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1565.See file dsdata.txt to determine how the superseded data were derived.
 GW1565
 GW1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB106635(NAD 83)
 GW1565_MARKER: DD = SURVEY DISK
 GW1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1565_SP_SET: ABUTMENT
 GW1565_STAMPING: ELEV 895.221 FT
 GW1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1565
 GW1565  HISTORY     - Date     Condition        Report By
 GW1565  HISTORY     - UNK      MONUMENTED       USGS
 GW1565  HISTORY     - 1936     GOOD             NGS
 GW1565
 GW1565                          STATION DESCRIPTION
 GW1565
 GW1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1565'AT SALTPETRE.
 GW1565'AT SALTPETRE, BOTETOURT COUNTY, ON THE CHESAPEAKE AND OHIO
 GW1565'RAILWAY, WEST OF THE STATION, AT BRIDGE 205.2, AT THE SOUTHEAST
 GW1565'END OF THE NORTHEAST ABUTMENT, AND IN THE TOP OF THE BACK WALL.
 GW1565'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 895.221 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3004 ***********************************************************************
 HV3004  DESIGNATION -  9
 HV3004  PID         -  HV3004
 HV3004  STATE/COUNTY-  VA/KING GEORGE
 HV3004  USGS QUAD   -  KING GEORGE (1982)
 HV3004
 HV3004                         *CURRENT SURVEY CONTROL
 HV3004  ___________________________________________________________________
 HV3004* NAD 83(1986)-  38 15 57.     (N)    077 10 45.     (W)     SCALED    
 HV3004* NAVD 88     -        60.132  (meters)     197.28   (feet)  ADJUSTED  
 HV3004  ___________________________________________________________________
 HV3004  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HV3004  DYNAMIC HT  -          60.095 (meters)     197.16  (feet)  COMP
 HV3004  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 HV3004
 HV3004  VERT ORDER  -  FIRST     CLASS II
 HV3004
 HV3004.The horizontal coordinates were scaled from a topographic map and have
 HV3004.an estimated accuracy of +/- 6 seconds.
 HV3004
 HV3004.The orthometric height was determined by differential leveling
 HV3004.and adjusted by the National Geodetic Survey in June 1991..
 HV3004
 HV3004.The geoid height was determined by GEOID03.
 HV3004
 HV3004.The dynamic height is computed by dividing the NAVD 88
 HV3004.geopotential number by the normal gravity value computed on the
 HV3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3004.degrees latitude (g = 980.6199 gals.).
 HV3004
 HV3004.The modeled gravity was interpolated from observed gravity values.
 HV3004
 HV3004;                    North         East    Units  Estimated Accuracy
 HV3004;SPC VA N     - 2,067,340.    3,615,580.      MT  (+/- 180 meters Scaled)
 HV3004
 HV3004                          SUPERSEDED SURVEY CONTROL
 HV3004
 HV3004  NGVD 29 (05/17/90)   60.371  (m)          198.07   (f) ADJUSTED    1 2
 HV3004
 HV3004.Superseded values are not recommended for survey control.
 HV3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3004.See file dsdata.txt to determine how the superseded data were derived.
 HV3004
 HV3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH093375(NAD 83)
 HV3004_MARKER: DD = SURVEY DISK
 HV3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3004_STAMPING: 9 199
 HV3004_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3004+STABILITY: SURFACE MOTION
 HV3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3004+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV3004
 HV3004  HISTORY     - Date     Condition        Report By
 HV3004  HISTORY     - UNK      MONUMENTED       DOD
 HV3004  HISTORY     - 1971     GOOD             NGS
 HV3004  HISTORY     - 19990110 GOOD             USPSQD
 HV3004  HISTORY     - 20000609 SEE DESCRIPTION  GEOMET
 HV3004  HISTORY     - 20031209 GOOD             USPSQD
 HV3004
 HV3004                          STATION DESCRIPTION
 HV3004
 HV3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV3004'AT KING GEORGE.
 HV3004'AT KING GEORGE, 167 1/2 FEET SOUTHWEST OF AND ACROSS THE STATE
 HV3004'HIGHWAY 3 FROM THE SOUTHWEST PILLAR OF THE KING GEORGE COUNTY
 HV3004'COURTHOUSE, 82 1/2 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 HV3004'HIGHWAY 3, 19 FEET NORTHEAST OF THE CENTER LINE OF STATE ROAD
 HV3004'638 (HUDSON RD) 25 FEET SOUTH OF THE WEST CORNER OF AN ESSO
 HV3004'SERVICE STATION, 3 FEET NORTHEAST OF POWER LINE POLE 407
 HV3004'BEARING A STREET LIGHT, 0.8 FOOT SOUTHWEST OF A METAL WITNESS
 HV3004'POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 HV3004'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 HV3004'GROUND.
 HV3004
 HV3004                          STATION RECOVERY (1999)
 HV3004
 HV3004'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3004'RECOVERED IN GOOD CONDITION.
 HV3004
 HV3004                          STATION RECOVERY (2000)
 HV3004
 HV3004'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (TL)
 HV3004'ESSO STATION IS NOW KING GEORGE TERMITE AND PEST.  MARK IS INSIDE
 HV3004'FENCE, UNABLE TO OCCUPY DUE TO LOCKED GATE.
 HV3004
 HV3004                          STATION RECOVERY (2003)
 HV3004
 HV3004'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV3004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5597 ***********************************************************************
 GV5597  DESIGNATION -  9
 GV5597  PID         -  GV5597
 GV5597  STATE/COUNTY-  VA/C OF RICHMOND
 GV5597  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5597
 GV5597                         *CURRENT SURVEY CONTROL
 GV5597  ___________________________________________________________________
 GV5597* NAD 83(1993)-  37 28 03.78483(N)    077 29 15.88503(W)     ADJUSTED  
 GV5597* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 GV5597  ___________________________________________________________________
 GV5597  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 GV5597  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GV5597
 GV5597  HORZ ORDER  -  SECOND
 GV5597  VERT ORDER  -  THIRD ? (See Below)
 GV5597
 GV5597.The horizontal coordinates were established by classical geodetic methods
 GV5597.and adjusted by the National Geodetic Survey in September 1995..
 GV5597
 GV5597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5597.The vertical order pertains to the NGVD 29 superseded value.
 GV5597
 GV5597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5597
 GV5597.The geoid height was determined by GEOID03.
 GV5597
 GV5597;                    North         East     Units Scale Factor Converg.
 GV5597;SPC VA S     - 1,126,368.613 3,589,541.075   MT  0.99994693   +0 36 51.7
 GV5597;SPC VA S     - 3,695,427.69 11,776,686.01   sFT  0.99994693   +0 36 51.7
 GV5597;UTM  18      - 4,149,666.394   279,995.195   MT  1.00019624   -1 30 50.2
 GV5597
 GV5597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5597!SPC VA S     -   0.99999537  x   0.99994693  =   0.99994230
 GV5597!UTM  18      -   0.99999537  x   1.00019624  =   1.00019161
 GV5597
 GV5597|---------------------------------------------------------------------|
 GV5597| PID    Reference Object                     Distance      Geod. Az  |
 GV5597|                                                           dddmmss.s |
 GV5597| GV5588 8                                   314.942 METERS 06059     |
 GV5597| DC5532 9 RM                                 27.313 METERS 14807     |
 GV5597| GV5600 10                                  206.771 METERS 21404     |
 GV5597|---------------------------------------------------------------------|
 GV5597
 GV5597                          SUPERSEDED SURVEY CONTROL
 GV5597
 GV5597  NAD 83(1993)-  37 28 03.78478(N)    077 29 15.88491(W) AD(       ) 2
 GV5597  NAD 83(1986)-  37 28 03.79106(N)    077 29 15.90184(W) AD(       ) 2
 GV5597  NAD 27      -  37 28 03.25883(N)    077 29 16.95314(W) AD(       ) 2
 GV5597  NGVD 29 (07/19/86)   62.88   (m)          206.3    (f) LEVELING    3  
 GV5597
 GV5597.Superseded values are not recommended for survey control.
 GV5597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5597.See file dsdata.txt to determine how the superseded data were derived.
 GV5597
 GV5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7999549666(NAD 83)
 GV5597_MARKER: Z = SEE DESCRIPTION
 GV5597_SETTING: 0 = UNSPECIFIED SETTING
 GV5597
 GV5597  HISTORY     - Date     Condition        Report By
 GV5597  HISTORY     - 1972     MONUMENTED       VA2060
 GV5597  HISTORY     - 19951221 MARK NOT FOUND   USPSQD
 GV5597  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5597  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5597
 GV5597                          STATION DESCRIPTION
 GV5597
 GV5597'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5597'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, THENCE NORTH
 GV5597'ON U. S. ROUTE 1 0.05 MILE, THENCE WEST ON WALMSLEY BLVD. 2.35
 GV5597'MILES, THENCE SOUTH ON BROAD ROCK RD. 0.3 MILE TO POINT NO 9.
 GV5597'
 GV5597'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5597'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5597'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5597'10 INCH BELOW GROUND.
 GV5597'
 GV5597'4.5 FEET S. W. OF CNETER OF VDH MON., 40.5 FEET N. W. OF C/L OF RT.
 GV5597'10, 91.3 FEET S. W. OF VEPCO POLE NO GG99.
 GV5597'
 GV5597'REFERENCE MARK, NAIL IN CENTER OF CONCRETE HIGHWAY RIGHT-OF-WAY
 GV5597'MONUMENT.  49.0 FEET E. OF C/L ROUTE 10, 8.4 FEET N. E. OF 12 INCH
 GV5597'ASH TREE, 26.6 FEET N. OF 12 INCH CEDAR TREE.
 GV5597'
 GV5597'DISTANCE BETWEEN PT. 9 AND R. M. IS 89.62 FT., 27.313 M.
 GV5597'
 GV5597'NEAREST TOWN--RICHMOND.
 GV5597
 GV5597                          STATION RECOVERY (1995)
 GV5597
 GV5597'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5597'MARK NOT FOUND.
 GV5597
 GV5597                          STATION RECOVERY (1999)
 GV5597
 GV5597'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5597'MARK NOT FOUND.
 GV5597
 GV5597                          STATION RECOVERY (2003)
 GV5597
 GV5597'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8302 ***********************************************************************
 HV8302  DESIGNATION -  9
 HV8302  PID         -  HV8302
 HV8302  STATE/COUNTY-  VA/FAIRFAX
 HV8302  USGS QUAD   -  ALEXANDRIA (1994)
 HV8302
 HV8302                         *CURRENT SURVEY CONTROL
 HV8302  ___________________________________________________________________
 HV8302* NAD 83(1993)-  38 46 49.56047(N)    077 03 22.52607(W)     ADJUSTED  
 HV8302* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 HV8302  ___________________________________________________________________
 HV8302  X           -   1,115,179.403 (meters)                     COMP
 HV8302  Y           -  -4,852,103.475 (meters)                     COMP
 HV8302  Z           -   3,973,326.385 (meters)                     COMP
 HV8302  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HV8302  ELLIP HEIGHT-         -29.53  (meters)          (05/17/02) GPS OBS
 HV8302  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV8302
 HV8302  HORZ ORDER  -  SECOND
 HV8302  VERT ORDER  -  THIRD ? (See Below)
 HV8302  ELLP ORDER  -  FOURTH    CLASS II
 HV8302
 HV8302.The horizontal coordinates were established by GPS observations
 HV8302.and adjusted by the National Geodetic Survey in November 1994..
 HV8302
 HV8302.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8302.The vertical order pertains to the NGVD 29 superseded value.
 HV8302
 HV8302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8302
 HV8302.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8302
 HV8302.The ellipsoidal height was determined by GPS observations
 HV8302.and is referenced to NAD 83.
 HV8302
 HV8302.The geoid height was determined by GEOID03.
 HV8302
 HV8302;                    North         East     Units Scale Factor Converg.
 HV8302;SPC VA N     - 2,124,613.763 3,625,440.715   MT  0.99995242   +0 54 03.8
 HV8302;SPC VA N     - 6,970,503.65 11,894,466.75   sFT  0.99995242   +0 54 03.8
 HV8302;SPC MD       -   123,634.096   395,111.850   MT  0.99995123   -0 02 07.1
 HV8302;SPC MD       -   405,622.86  1,296,296.13   sFT  0.99995123   -0 02 07.1
 HV8302;UTM  18      - 4,294,419.439   321,387.742   MT  0.99999286   -1 17 17.7
 HV8302
 HV8302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8302!SPC VA N     -   1.00000463  x   0.99995242  =   0.99995705
 HV8302!SPC MD       -   1.00000463  x   0.99995123  =   0.99995586
 HV8302!UTM  18      -   1.00000463  x   0.99999286  =   0.99999749
 HV8302
 HV8302                          SUPERSEDED SURVEY CONTROL
 HV8302
 HV8302  NAD 83(1993)-  38 46 49.55848(N)    077 03 22.52875(W) AD(       ) 2
 HV8302  ELLIP H (09/27/93)  -30.14   (m)                       GP(       ) 4 1
 HV8302  NAD 83(1993)-  38 46 49.55918(N)    077 03 22.53007(W) AD(       ) 2
 HV8302  NAD 83(1986)-  38 46 49.55883(N)    077 03 22.54080(W) AD(       ) 2
 HV8302  NGVD 29 (01/12/90)    2.89   (m)            9.5    (f) LEVELING    3  
 HV8302
 HV8302.Superseded values are not recommended for survey control.
 HV8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8302.See file dsdata.txt to determine how the superseded data were derived.
 HV8302
 HV8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2138894419(NAD 83)
 HV8302_MARKER: DD = SURVEY DISK
 HV8302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8302_SP_SET: CONCRETE POST
 HV8302_STAMPING: BM-9 PTS-3-S 1920
 HV8302_MARK LOGO: USGS  
 HV8302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8302+STABILITY: SURFACE MOTION
 HV8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8302+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 HV8302
 HV8302  HISTORY     - Date     Condition        Report By
 HV8302  HISTORY     - 1976     MONUMENTED       VA-059
 HV8302  HISTORY     - 1976     GOOD             VA-059
 HV8302  HISTORY     - 19900618 GOOD
 HV8302  HISTORY     - 19970215 GOOD             USPSQD
 HV8302  HISTORY     - 20030711 GOOD             GEOCAC
 HV8302  HISTORY     - 20050928 GOOD             ENGGRO
 HV8302  HISTORY     - 20050928 GOOD             ENGGRO
 HV8302
 HV8302                          STATION DESCRIPTION
 HV8302
 HV8302'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8302'THE STATION IS LOCATED ABOUT 8.3 MILES SOUTHEAST OF ANNANDALE, 5
 HV8302'MILES NORTH OF MT VERNON, 1.7 MILES SOUTH OF ALEXANDRIA IN THE
 HV8302'SOUTHEASTERN CORNER OF THE BELLE HAVEN ROAD-POTOMAC AVENUE
 HV8302'INTERSECTION, AND IN THE FRONT YARD OF HOUSE 6301 POTOMAC AVENUE. SEE
 HV8302'FAIRFAX COUNTY TAX MAP 83-4, REVISED TO 1-1-76.
 HV8302'
 HV8302'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 241, NORTH KINGS
 HV8302'HIGHWAY, AND ROUTE 1, RICHMOND HIGHWAY, GO NORTH ON ROUTE 1 FOR 1.2
 HV8302'MILES TO JUNCTION WITH ROUTE 629,  FT HUNT ROAD. TURN RIGHT AND GO
 HV8302'SOUTH 0.7 MILES TO JUNCTION WITH ROUTE 632, BELLE HAVEN ROAD. TURN
 HV8302'LEFT AND GO EAST 0.35 MILES TO THE STATION ON THE RIGHT.
 HV8302'
 HV8302'THE STATION IS A STANDARD USGS DISK STAMPED----BMG PRIMTRAV
 HV8302'STA NO 35 1920--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 8
 HV8302'CM IN DIAMETER  PROJECTING 18 INCHES ABOVE THE GROUND LOCATED 27
 HV8302'FEET NW FROM THE NORTHWEST CORNER OF HOUSE 6301. AND 31 FEET S FROM
 HV8302'THE CENTERLINE OF BELLE HAVEN ROAD.
 HV8302'
 HV8302'REFERENCE MARK NO. 01 IS AN IRON RAILROAD SPIKE SET IN THE ASPHALT
 HV8302'SURFACE OF POTOMAC AVENUE AT THE EAST EDGE OF PAVEMENT OF POTOMAC
 HV8302'AVENUE.
 HV8302'
 HV8302'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF A 5 INCH
 HV8302'LOMBARDY POPLAR TREE IN THE FRONT YARD OF 6301 POTOMAC AVENUE.
 HV8302'LOCATED 27 FEET S FROM THE CENTERLINE OF BELLE HAVEN ROAD.
 HV8302'
 HV8302'REFERENCE MARK NO. 03 IS A NAIL AND CAP IN THE SIDE OF UTILITY POLE
 HV8302'PH-31 LOCATED 30 FEET N FROM THE CENTERLINE OF BELLE HAVEN ROAD AND
 HV8302'57 FEET N FROM RM 2.
 HV8302
 HV8302                          STATION RECOVERY (1976)
 HV8302
 HV8302'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1976
 HV8302'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV8302'1.0 MILE (1.6 KM) SOUTH OF THE VILLAGE OF ALEXANDRIA.    TO REACH THE
 HV8302'STATION FROM THE INTERSECTION OF INTERSTATE 95 AND U.S. ROUTE 1
 HV8302'PROCEED SOUTHWEST ALONG U.S. ROUTE 1 0.5 MILE (0.8 KM) TO ITS
 HV8302'INTERSECTION WITH FORT HUNT ROAD.  TURN LEFT AND PROCEED SOUTH ALONG
 HV8302'FORT HUNT ROAD 0.7 MILE (1.1 KM) TO ITS INTERSECTION WITH BELLE HAVEN
 HV8302'ROAD AND THE STATION ON THE LEFT JUST PAST THE INTERSECTION.      TO
 HV8302'REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTE 241, NORTH KINGS
 HV8302'HIGHWAY, AND ROUTE 1, RICHMOND HIGHWAY, GO NORTH ON ROUTE 1 FOR 1.2
 HV8302'MILES (1.9 KM) TO JUNCTION WITH ROUTE 629, FORT HUNT ROAD.  TURN
 HV8302'RIGHT AND GO SOUTH 0.7 MILES (1.1 KM) TO JUNCTION WITH ROUTE 632,
 HV8302'BELLE HAVEN ROAD.  TURN LEFT AND GO EAST 0.35 MILES (0.56 KM) TO THE
 HV8302'MARK ON THE RIGHT.    THE AZIMUTH MARK IS A STANDARD USGS DISK PLUS
 HV8302'OR MINUS 14 INCH ABOVE GROUND AND STAMPED BM-9 (PTS-3-S 1920).  THE
 HV8302'MARK IS 30.15 FEET (9.19 M) NORTHEAST FROM A RAILROAD SPIKE ON
 HV8302'POTOMAC AVENUE AND 63.62 FEET (19.39 M) SOUTHEAST OF A NAIL AND CAP
 HV8302'IN POLE NUMBER PH-31.  THE MARK IS 523.625 METERS (1717.926 FT) FROM
 HV8302'THE STATION.
 HV8302
 HV8302                          STATION RECOVERY (1990)
 HV8302
 HV8302'RECOVERED 1990
 HV8302'RECOVERED IN GOOD CONDITION.
 HV8302
 HV8302                          STATION RECOVERY (1997)
 HV8302
 HV8302'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8302'RECOVERED IN GOOD CONDITION.
 HV8302
 HV8302                          STATION RECOVERY (2003)
 HV8302
 HV8302'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8302'RECOVERED IN GOOD CONDITION.
 HV8302
 HV8302                          STATION RECOVERY (2005)
 HV8302
 HV8302'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BT)
 HV8302'NOT SUITABLE FOR GPS OBSERVATION.  HEAVILY OBSTRUCTED.
 HV8302
 HV8302                          STATION RECOVERY (2005)
 HV8302
 HV8302'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BMT)
 HV8302'HEAVILY OBSTRUCTED, NOT SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9435 ***********************************************************************
 AA9435  DESIGNATION -  9 HBC ECC
 AA9435  PID         -  AA9435
 AA9435  STATE/COUNTY-  VA/PATRICK
 AA9435  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9435
 AA9435                         *CURRENT SURVEY CONTROL
 AA9435  ___________________________________________________________________
 AA9435* NAD 83(1993)-  36 39 24.76258(N)    080 28 21.07401(W)     ADJUSTED  
 AA9435* NAVD 88     -       820.25   (meters)    2691.1    (feet)  LEVELING  
 AA9435  ___________________________________________________________________
 AA9435  X           -     848,036.566 (meters)                     COMP
 AA9435  Y           -  -5,052,778.619 (meters)                     COMP
 AA9435  Z           -   3,787,384.947 (meters)                     COMP
 AA9435  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AA9435  ELLIP HEIGHT-         787.97  (meters)          (05/17/02) GPS OBS
 AA9435  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AA9435
 AA9435  HORZ ORDER  -  FIRST
 AA9435  VERT ORDER  -  THIRD ?
 AA9435  ELLP ORDER  -  FOURTH    CLASS II
 AA9435
 AA9435.The horizontal coordinates were established by GPS observations
 AA9435.and adjusted by the National Geodetic Survey in December 1995..
 AA9435
 AA9435.The orthometric height was determined by differential leveling.
 AA9435.The vertical network tie was performed by a horz. field party for horz.
 AA9435.obs reductions. Reset procedures were used to establish the elevation.
 AA9435
 AA9435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9435
 AA9435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9435
 AA9435.The ellipsoidal height was determined by GPS observations
 AA9435.and is referenced to NAD 83.
 AA9435
 AA9435.The geoid height was determined by GEOID03.
 AA9435
 AA9435;                    North         East     Units Scale Factor Converg.
 AA9435;SPC VA S     - 1,037,747.931 3,323,645.866   MT  1.00002174   -1 11 49.8
 AA9435;SPC VA S     - 3,404,678.00 10,904,328.15   sFT  1.00002174   -1 11 49.8
 AA9435;UTM  17      - 4,056,939.447   547,143.284   MT  0.99962738   +0 18 53.7
 AA9435
 AA9435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9435!SPC VA S     -   0.99987635  x   1.00002174  =   0.99989809
 AA9435!UTM  17      -   0.99987635  x   0.99962738  =   0.99950378
 AA9435
 AA9435                          SUPERSEDED SURVEY CONTROL
 AA9435
 AA9435  ELLIP H (12/05/95)  788.07   (m)                       GP(       ) 4 2
 AA9435
 AA9435.Superseded values are not recommended for survey control.
 AA9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9435.See file dsdata.txt to determine how the superseded data were derived.
 AA9435
 AA9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4714356939(NAD 83)
 AA9435_MARKER: DD = SURVEY DISK
 AA9435_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA9435+WITH SETTING: INFORMATION.
 AA9435_MARK LOGO: GEOMET
 AA9435_PROJECTION: FLUSH
 AA9435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9435+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9435_ROD/PIPE-DEPTH: 1    meters
 AA9435
 AA9435  HISTORY     - Date     Condition        Report By
 AA9435  HISTORY     - 1994     MONUMENTED       GEOMET
 AA9435
 AA9435                          STATION DESCRIPTION
 AA9435
 AA9435'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA9435'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA IN THE TOWN OF BELL
 AA9435'SPUR.  THE STATION IS AT THE INTERSECTION OF STATE ROUTE 614 AND STATE
 AA9435'ROUTE 638.  THE STATION IS A STANDARD 3 1/4 INCH GEOMETRICS GPS, INC
 AA9435'ALUMINUM SURVEY DISK SET ON A 30 INCH ROD DRIVEN FLUSH WITH THE GROUND
 AA9435'AND STAMPED 9 HBC ECC 1994.  REFERENCES (ALL DIRECTIONS ARE REFERENCED
 AA9435'FROM 1995 MAGNETIC NORTH)(1) 145.1 FEET AZIMUTH 339 TO USGS BM 9 HBC
 AA9435'1967 SET IN THE NORTHEAST END OF BOTTOM STEP TO BELL SPUR PRIMITIVE
 AA9435'BAPTIST CHURCH, (2) 40.9 FEET AZIMUTH 308 DEGREES TO BELL SPUR GRANITE
 AA9435'CEMETARY SIGN, (3) 28.3 FEET WEST FROM A GRAVEL DRIVE, AND (4) 10.5
 AA9435'FEET SOUTH FROM THE EDGE OF STATE ROUTE 638.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7074 ***********************************************************************
 HV7074  DESIGNATION -  9 KB 9 OFFSET 1954 RM 1
 HV7074  PID         -  HV7074
 HV7074  STATE/COUNTY-  VA/WESTMORELAND
 HV7074  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7074
 HV7074                         *CURRENT SURVEY CONTROL
 HV7074  ___________________________________________________________________
 HV7074* NAD 83(1993)-  38 15 55.74772(N)    076 58 15.13187(W)     ADJUSTED  
 HV7074* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7074  ___________________________________________________________________
 HV7074  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 HV7074  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HV7074
 HV7074  HORZ ORDER  -  SECOND
 HV7074
 HV7074.The horizontal coordinates were established by classical geodetic methods
 HV7074.and adjusted by the National Geodetic Survey in November 1994..
 HV7074
 HV7074.The orthometric height was scaled from a topographic map.
 HV7074
 HV7074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7074
 HV7074.The geoid height was determined by GEOID03.
 HV7074
 HV7074;                    North         East     Units Scale Factor Converg.
 HV7074;SPC VA N     - 2,067,581.978 3,633,811.037   MT  0.99996715   +0 57 15.7
 HV7074;SPC VA N     - 6,783,391.87 11,921,928.38   sFT  0.99996715   +0 57 15.7
 HV7074;SPC MD       -    66,472.075   402,549.327   MT  1.00000618   +0 01 05.8
 HV7074;SPC MD       -   218,083.80  1,320,697.25   sFT  1.00000618   +0 01 05.8
 HV7074;UTM  18      - 4,237,108.786   327,580.555   MT  0.99996613   -1 13 15.1
 HV7074
 HV7074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7074!SPC VA N     -   1.00000483  x   0.99996715  =   0.99997198
 HV7074!SPC MD       -   1.00000483  x   1.00000618  =   1.00001101
 HV7074!UTM  18      -   1.00000483  x   0.99996613  =   0.99997096
 HV7074
 HV7074                          SUPERSEDED SURVEY CONTROL
 HV7074
 HV7074  NAD 83(1993)-  38 15 55.74768(N)    076 58 15.13775(W) AD(       ) 2
 HV7074  NAD 83(1986)-  38 15 55.74791(N)    076 58 15.14704(W) AD(       ) 2
 HV7074  NAD 27      -  38 15 55.28600(N)    076 58 16.24300(W) AD(       ) 2
 HV7074
 HV7074.Superseded values are not recommended for survey control.
 HV7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7074.See file dsdata.txt to determine how the superseded data were derived.
 HV7074
 HV7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2758137109(NAD 83)
 HV7074_MARKER: DR = REFERENCE MARK DISK
 HV7074_SETTING: 0 = UNSPECIFIED SETTING
 HV7074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7074
 HV7074  HISTORY     - Date     Condition        Report By
 HV7074  HISTORY     - 1954     MONUMENTED       CGS
 HV7074  HISTORY     - 1961     GOOD             CGS
 HV7074  HISTORY     - 1971     GOOD             NGS
 HV7074  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7074
 HV7074                          STATION DESCRIPTION
 HV7074
 HV7074'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7074'STATION IS LOCATED IN THE NORTHERN PART OF THE VILLAGE OF COLONIAL
 HV7074'BEACH.  IT IS 37 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 HV7074'ROAD, 43 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE STUCCO
 HV7074'BUILDING, AND 16 FEET WEST OF THE WEST BANK OF THE POTOMAC RIVER.
 HV7074'THE DISK IS SET IN THE APPROXIMATE CENTER OF A CONCRETE PEDESTAL
 HV7074'FOOTING AND IS STAMPED 9 (KB) NO 1 1954.9 OFFSET.
 HV7074'
 HV7074'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 205 AND 205Y IN
 HV7074'THE WEST EDGE OF COLONIAL BEACH, GO NORTHERLY ON STATE HIGHWAY NO.
 HV7074'205 FOR 0.5 MILE TO 9TH STREET.
 HV7074'CONTINUE EASTERLY ON 9TH STREET
 HV7074'FOR 0.2 MILE TO STATION AS DESCRIBED.
 HV7074'
 HV7074'A TRAVERSE CONNECTION WAS MADE TO STATION AND THE DISTANCE IS
 HV7074'59.544 METERS OR 195.39 FEET.
 HV7074
 HV7074                          STATION RECOVERY (1961)
 HV7074
 HV7074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7074'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HV7074'ADDITIONS--THE AREA HAS BEEN FILLED AND THE STATION IS 6 INCHES
 HV7074'BELOW THE SURFACE.  A LOOSE 3 INCH PIPE HAS BEEN PLACED OVER THE
 HV7074'MARK TO THE LEVEL OF THE GROUND TO AID IN RECOVERY. THE MARK IS
 HV7074'8.4 FT.  EAST OF A SMALL BRASS MARK STAMPED N.P.G. NO LOCATED IN
 HV7074'THE CENTER OF A 11 X 12 FT. CONCRETE SLAB.
 HV7074
 HV7074                          STATION RECOVERY (1971)
 HV7074
 HV7074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HV7074'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV7074'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV7074'
 HV7074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLONIAL BEACH.
 HV7074
 HV7074                          STATION RECOVERY (2003)
 HV7074
 HV7074'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0261 ***********************************************************************
 JW0261  DESIGNATION -  9 M
 JW0261  PID         -  JW0261
 JW0261  STATE/COUNTY-  VA/CLARKE
 JW0261  USGS QUAD   -  BOYCE (1978)
 JW0261
 JW0261                         *CURRENT SURVEY CONTROL
 JW0261  ___________________________________________________________________
 JW0261* NAD 83(1986)-  39 03 22.     (N)    078 06 16.     (W)     SCALED    
 JW0261* NAVD 88     -       189.905  (meters)     623.05   (feet)  ADJUSTED  
 JW0261  ___________________________________________________________________
 JW0261  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JW0261  DYNAMIC HT  -         189.784 (meters)     622.65  (feet)  COMP
 JW0261  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JW0261
 JW0261  VERT ORDER  -  SECOND    CLASS 0
 JW0261
 JW0261.The horizontal coordinates were scaled from a topographic map and have
 JW0261.an estimated accuracy of +/- 6 seconds.
 JW0261
 JW0261.The orthometric height was determined by differential leveling
 JW0261.and adjusted by the National Geodetic Survey in June 1991..
 JW0261
 JW0261.The geoid height was determined by GEOID03.
 JW0261
 JW0261.The dynamic height is computed by dividing the NAVD 88
 JW0261.geopotential number by the normal gravity value computed on the
 JW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0261.degrees latitude (g = 980.6199 gals.).
 JW0261
 JW0261.The modeled gravity was interpolated from observed gravity values.
 JW0261
 JW0261;                    North         East    Units  Estimated Accuracy
 JW0261;SPC VA N     - 2,154,300.    3,534,240.      MT  (+/- 180 meters Scaled)
 JW0261
 JW0261                          SUPERSEDED SURVEY CONTROL
 JW0261
 JW0261  NGVD 29 (??/??/92)  190.088  (m)          623.65   (f) ADJ UNCH    2 0
 JW0261
 JW0261.Superseded values are not recommended for survey control.
 JW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0261.See file dsdata.txt to determine how the superseded data were derived.
 JW0261
 JW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD505269(NAD 83)
 JW0261_MARKER: DD = SURVEY DISK
 JW0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0261_SP_SET: PUMP
 JW0261_STAMPING: 9 M 1935
 JW0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0261
 JW0261  HISTORY     - Date     Condition        Report By
 JW0261  HISTORY     - 1935     MONUMENTED       USGS
 JW0261  HISTORY     - 1942     GOOD             NGS
 JW0261
 JW0261                          STATION DESCRIPTION
 JW0261
 JW0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JW0261'AT WHITE POST.
 JW0261'AT WHITE POST, CLARKE COUNTY, 400 FEET SOUTHWEST ALONG STATE
 JW0261'HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 277, 20 FEET
 JW0261'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 12, AT THE G.R.
 JW0261'GREEN HOUSE, AT THE WEST CORNER OF THE YARD, 12 FEET NORTHEAST OF
 JW0261'THE NORTHEAST GATEPOST, 4 FEET SOUTHEAST OF THE FENCE, AT A
 JW0261'WATER PUMP, AND IN THE TOP OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1736 ***********************************************************************
 GX1736  DESIGNATION -  9 MS
 GX1736  PID         -  GX1736
 GX1736  STATE/COUNTY-  VA/TAZEWELL
 GX1736  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1736
 GX1736                         *CURRENT SURVEY CONTROL
 GX1736  ___________________________________________________________________
 GX1736* NAD 83(1986)-  37 08 49.     (N)    081 52 22.     (W)     SCALED    
 GX1736* NAVD 88     -       732.574  (meters)    2403.45   (feet)  ADJUSTED  
 GX1736  ___________________________________________________________________
 GX1736  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX1736  DYNAMIC HT  -         731.916 (meters)    2401.29  (feet)  COMP
 GX1736  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GX1736
 GX1736  VERT ORDER  -  SECOND    CLASS 0
 GX1736
 GX1736.The horizontal coordinates were scaled from a topographic map and have
 GX1736.an estimated accuracy of +/- 6 seconds.
 GX1736
 GX1736.The orthometric height was determined by differential leveling
 GX1736.and adjusted by the National Geodetic Survey in June 1991..
 GX1736
 GX1736.The geoid height was determined by GEOID03.
 GX1736
 GX1736.The dynamic height is computed by dividing the NAVD 88
 GX1736.geopotential number by the normal gravity value computed on the
 GX1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1736.degrees latitude (g = 980.6199 gals.).
 GX1736
 GX1736.The modeled gravity was interpolated from observed gravity values.
 GX1736
 GX1736;                    North         East    Units  Estimated Accuracy
 GX1736;SPC VA S     - 1,095,640.    3,200,440.      MT  (+/- 180 meters Scaled)
 GX1736
 GX1736                          SUPERSEDED SURVEY CONTROL
 GX1736
 GX1736  NGVD 29 (??/??/92)  732.710  (m)         2403.90   (f) ADJ UNCH    2 0
 GX1736
 GX1736.Superseded values are not recommended for survey control.
 GX1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1736.See file dsdata.txt to determine how the superseded data were derived.
 GX1736
 GX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB224115(NAD 83)
 GX1736_MARKER: DD = SURVEY DISK
 GX1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1736_SP_SET: ABUTMENT
 GX1736_STAMPING: TT 9 MS 1946
 GX1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1736
 GX1736  HISTORY     - Date     Condition        Report By
 GX1736  HISTORY     - 1946     MONUMENTED       USGS
 GX1736  HISTORY     - 1958     GOOD             NGS
 GX1736  HISTORY     - 1963     GOOD             NGS
 GX1736
 GX1736                          STATION DESCRIPTION
 GX1736
 GX1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1736'3.1 MI SE FROM GRIMSLEYVILLE.
 GX1736'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE CHURCH AT
 GX1736'GRIMSLEYVILLE, 0.45 MILE SOUTHEAST OF THE SUMMIT OF A GRADE IN
 GX1736'SHORTT GAP AND THE TAZEWELL-BUCHANAN COUNTY LINE, 14 1/2 FEET
 GX1736'SOUTHWEST OF CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTHWEST END
 GX1736'OF THE NORTHWEST ABUTMENT OF A 12-FOOT CONCRETE BRIDGE OVER COAL
 GX1736'CREEK, 1 FOOT WEST OF THE NORTHWEST END OF THE CONCRETE BANISTER,
 GX1736'AND ABOUT 0.3 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 GX1736
 GX1736                          STATION RECOVERY (1963)
 GX1736
 GX1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7077 ***********************************************************************
 HV7077  DESIGNATION -  9 NPG
 HV7077  PID         -  HV7077
 HV7077  STATE/COUNTY-  VA/WESTMORELAND
 HV7077  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7077
 HV7077                         *CURRENT SURVEY CONTROL
 HV7077  ___________________________________________________________________
 HV7077* NAD 83(1993)-  38 15 55.15036(N)    076 58 14.40752(W)     ADJUSTED  
 HV7077* NAVD 88     -         6.492  (meters)      21.30   (feet)  ADJUSTED  
 HV7077  ___________________________________________________________________
 HV7077  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 HV7077  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HV7077  DYNAMIC HT  -           6.488 (meters)      21.29  (feet)  COMP
 HV7077  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 HV7077
 HV7077  HORZ ORDER  -  SECOND
 HV7077  VERT ORDER  -  FIRST     CLASS II
 HV7077
 HV7077.The horizontal coordinates were established by classical geodetic methods
 HV7077.and adjusted by the National Geodetic Survey in November 1994..
 HV7077
 HV7077.The orthometric height was determined by differential leveling
 HV7077.and adjusted by the National Geodetic Survey in June 1991..
 HV7077
 HV7077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7077
 HV7077.The geoid height was determined by GEOID03.
 HV7077
 HV7077.The dynamic height is computed by dividing the NAVD 88
 HV7077.geopotential number by the normal gravity value computed on the
 HV7077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7077.degrees latitude (g = 980.6199 gals.).
 HV7077
 HV7077.The modeled gravity was interpolated from observed gravity values.
 HV7077
 HV7077;                    North         East     Units Scale Factor Converg.
 HV7077;SPC VA N     - 2,067,563.855 3,633,828.950   MT  0.99996716   +0 57 16.1
 HV7077;SPC VA N     - 6,783,332.41 11,921,987.15   sFT  0.99996716   +0 57 16.1
 HV7077;SPC MD       -    66,453.661   402,566.942   MT  1.00000621   +0 01 06.3
 HV7077;SPC MD       -   218,023.39  1,320,755.04   sFT  1.00000621   +0 01 06.3
 HV7077;UTM  18      - 4,237,089.997   327,597.767   MT  0.99996606   -1 13 14.7
 HV7077
 HV7077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7077!SPC VA N     -   1.00000424  x   0.99996716  =   0.99997140
 HV7077!SPC MD       -   1.00000424  x   1.00000621  =   1.00001045
 HV7077!UTM  18      -   1.00000424  x   0.99996606  =   0.99997030
 HV7077
 HV7077                          SUPERSEDED SURVEY CONTROL
 HV7077
 HV7077  NAD 83(1993)-  38 15 55.15032(N)    076 58 14.41340(W) AD(       ) 2
 HV7077  NAD 83(1986)-  38 15 55.15056(N)    076 58 14.42270(W) AD(       ) 2
 HV7077  NAD 27      -  38 15 54.68900(N)    076 58 15.51900(W) AD(       ) 2
 HV7077  NGVD 29 (05/17/90)    6.727  (m)           22.07   (f) ADJUSTED    1 2
 HV7077
 HV7077.Superseded values are not recommended for survey control.
 HV7077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7077.See file dsdata.txt to determine how the superseded data were derived.
 HV7077
 HV7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2759837090(NAD 83)
 HV7077_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 HV7077_SETTING: 0 = UNSPECIFIED SETTING
 HV7077_MARK LOGO: NONE  
 HV7077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7077+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7077
 HV7077  HISTORY     - Date     Condition        Report By
 HV7077  HISTORY     - 1954     MONUMENTED       CGS
 HV7077  HISTORY     - 1960     GOOD             CGS
 HV7077  HISTORY     - 1961     GOOD             CGS
 HV7077  HISTORY     - 1968     GOOD             DOD
 HV7077  HISTORY     - 1971     GOOD             NGS
 HV7077  HISTORY     - 19890725 GOOD             NGS
 HV7077  HISTORY     - 19981121 GOOD             USPSQD
 HV7077  HISTORY     - 20030318 GOOD             USPSQD
 HV7077  HISTORY     - 20051115 GOOD             USPSQD
 HV7077
 HV7077                          STATION DESCRIPTION
 HV7077
 HV7077'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7077'THE STATION IS LOCATED IN THE NORTHERN PART OF THE VILLAGE OF
 HV7077'COLONIAL BEACH.  IT IS A STEEL PIPE 3 INCHES IN DIAMETER, 4 FEET
 HV7077'HIGH AND HAS AN INSTRUMENT THREAD MOUNTED ON TOP.  THE BUILDING
 HV7077'WHICH HOUSES THE INSTRUMENT PEDESTAL IS ABOUT 5 FEET SQUARE AND 10
 HV7077'FEET HIGH.
 HV7077'
 HV7077'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 205 AND 205Y IN
 HV7077'THE WEST EDGE OF COLONIAL BEACH, GO NORTHERLY ON STATE HIGHWAY NO.
 HV7077'205 FOR 0.5 MILE TO 9TH STREET.
 HV7077'CONTINUE EASTERLY ON 9TH STREET
 HV7077'FOR 0.2 MILE TO STATION AS DESCRIBED.
 HV7077'
 HV7077'A TRAVERSE CONNECTION WAS MADE FROM STATION 9 OFFSET TO THE TOP
 HV7077'AND THE CENTER OF THE PIPE.  THE DISTANCE IS 55.069 METERS OR
 HV7077'180.67 FEET.
 HV7077
 HV7077                          STATION RECOVERY (1960)
 HV7077
 HV7077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7077'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 HV7077'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV7077
 HV7077                          STATION RECOVERY (1961)
 HV7077
 HV7077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7077'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HV7077
 HV7077                          STATION RECOVERY (1968)
 HV7077
 HV7077'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 HV7077'RECOVERED IN GOOD CONDITION.
 HV7077
 HV7077                          STATION RECOVERY (1971)
 HV7077
 HV7077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HV7077'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 HV7077'ORIGINAL DESCRIPTION IS ADEQUATE.
 HV7077'
 HV7077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLONIAL BEACH.
 HV7077
 HV7077                          STATION RECOVERY (1989)
 HV7077
 HV7077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HV7077'THE MARK IS AT RANGE STATION 9 AT THE INTERSECTION OF BEACH DRIVE AND
 HV7077'NINTH STREET IN COLONIAL BEACH, VA.  THE HEIGHT IS FOR THE TOP OF THE
 HV7077'THREAD ON THE PIPE WHICH IS THE THEODOLITE STAND.  THE STAND IS INSIDE
 HV7077'A WOODEN SHED LOCATED 3 M (9.8 FT) EAST FROM THE RADAR TOWER IN FRONT
 HV7077'OF THE BUILDING.  THE TOP OF THE PIPE IS 1.27 M (4.2 FT) ABOVE THE
 HV7077'FLOOR OF THE SHED.
 HV7077
 HV7077                          STATION RECOVERY (1998)
 HV7077
 HV7077'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7077'RECOVERED IN GOOD CONDITION.
 HV7077
 HV7077                          STATION RECOVERY (2003)
 HV7077
 HV7077'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7077'RECOVERED IN GOOD CONDITION.
 HV7077
 HV7077                          STATION RECOVERY (2005)
 HV7077
 HV7077'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7075 ***********************************************************************
 HV7075  DESIGNATION -  9 OFFSET
 HV7075  PID         -  HV7075
 HV7075  STATE/COUNTY-  VA/WESTMORELAND
 HV7075  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7075
 HV7075                         *CURRENT SURVEY CONTROL
 HV7075  ___________________________________________________________________
 HV7075* NAD 83(1993)-  38 15 53.97981(N)    076 58 16.11846(W)     ADJUSTED  
 HV7075* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7075  ___________________________________________________________________
 HV7075  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 HV7075  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HV7075
 HV7075  HORZ ORDER  -  FIRST
 HV7075
 HV7075.The horizontal coordinates were established by classical geodetic methods
 HV7075.and adjusted by the National Geodetic Survey in November 1994..
 HV7075
 HV7075.The orthometric height was scaled from a topographic map.
 HV7075
 HV7075.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7075
 HV7075.The geoid height was determined by GEOID03.
 HV7075
 HV7075;                    North         East     Units Scale Factor Converg.
 HV7075;SPC VA N     - 2,067,527.076 3,633,787.965   MT  0.99996720   +0 57 15.1
 HV7075;SPC VA N     - 6,783,211.75 11,921,852.68   sFT  0.99996720   +0 57 15.1
 HV7075;SPC MD       -    66,417.555   402,525.361   MT  1.00000627   +0 01 05.2
 HV7075;SPC MD       -   217,904.93  1,320,618.62   sFT  1.00000627   +0 01 05.2
 HV7075;UTM  18      - 4,237,054.800   327,555.416   MT  0.99996624   -1 13 15.7
 HV7075
 HV7075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7075!SPC VA N     -   1.00000483  x   0.99996720  =   0.99997203
 HV7075!SPC MD       -   1.00000483  x   1.00000627  =   1.00001110
 HV7075!UTM  18      -   1.00000483  x   0.99996624  =   0.99997107
 HV7075
 HV7075|---------------------------------------------------------------------|
 HV7075| PID    Reference Object                     Distance      Geod. Az  |
 HV7075|                                                           dddmmss.s |
 HV7075| CX2021 9 OFFSET RM 1                                      02345     |
 HV7075| CX2020 9 OFFSET AZ MK                                     2340630.0 |
 HV7075| HV8251 9 OFFSET RM 2                        22.212 METERS 24213     |
 HV7075| CX2022 9 OFFSET RM 3                        20.512 METERS 32227     |
 HV7075| CX2023 9 OFFSET RM 4                        20.527 METERS 32228     |
 HV7075|---------------------------------------------------------------------|
 HV7075
 HV7075                          SUPERSEDED SURVEY CONTROL
 HV7075
 HV7075  NAD 83(1993)-  38 15 53.97977(N)    076 58 16.12435(W) AD(       ) 1
 HV7075  NAD 83(1986)-  38 15 53.98001(N)    076 58 16.13363(W) AD(       ) 1
 HV7075  NAD 27      -  38 15 53.51800(N)    076 58 17.23000(W) AD(       ) 1
 HV7075
 HV7075.Superseded values are not recommended for survey control.
 HV7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7075.See file dsdata.txt to determine how the superseded data were derived.
 HV7075
 HV7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2755537055(NAD 83)
 HV7075_MARKER: DS = TRIANGULATION STATION DISK
 HV7075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7075+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7075
 HV7075  HISTORY     - Date     Condition        Report By
 HV7075  HISTORY     - 1954     MONUMENTED       CGS
 HV7075  HISTORY     - 1960     GOOD             CGS
 HV7075  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HV7075  HISTORY     - 1971     GOOD             NGS
 HV7075  HISTORY     - 19981121 GOOD             USPSQD
 HV7075  HISTORY     - 20030318 GOOD             USPSQD
 HV7075  HISTORY     - 20051115 GOOD             USPSQD
 HV7075
 HV7075                          STATION DESCRIPTION
 HV7075
 HV7075'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7075'STATION IS LOCATED IN THE NORTHWESTERN EDGE OF THE VILLAGE OF
 HV7075'COLONIAL BEACH, AND ABOUT 80 YARDS SOUTH-SOUTHWEST OF THE
 HV7075'SOUTHWEST BANK OF THE POTOMAC RIVER.  IT IS 22 FEET EAST OF AN
 HV7075'ALLEY ROAD, 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF 9TH
 HV7075'STREET, AND 38 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER.
 HV7075'THE MARK IS SET FLUSH AND THE DISK IS STAMPED 9 1954.  OFFSET.
 HV7075'
 HV7075'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE APPROXIMATE
 HV7075'CENTERLINE OF THE ROAD, 43 FEET NORTH OF THE NORTHWEST CORNER OF A
 HV7075'WHITE STUCCO BUILDING, AND 16 FEET WEST OF THE SOUTHWEST BANK OF
 HV7075'THE POTOMAC RIVER.  THE DISK IS SET FLUSH IN THE APPROXIMATE
 HV7075'CENTER OF A CONCRETE PEDESTAL FOOTING, AND IS STAMPED 9 (KB) NO 1
 HV7075'1954.9 OFFSET.
 HV7075'
 HV7075'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE APPROXIMATE
 HV7075'CENTERLINE OF 9TH STREET, AND 8 FEET EAST OF A UTILITY POLE.  THE
 HV7075'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED 9 NO 2 1954.  OFFSET.
 HV7075'
 HV7075'REFERENCE MARK NO. 3 IS 1 FOOT SOUTH OF THE FENCELINE, AND 40 FEET
 HV7075'NORTH OF THE APPROXIMATE CENTERLINE OF 9TH STREET.  THE MARK
 HV7075'PROJECTS 6 INCHES AND THE DISK IS STAMPED 9 NO 3 1954. OFFSET.
 HV7075'
 HV7075'AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF 9TH
 HV7075'STREET, 11 FEET WEST OF A CULVERT.  THE MARK PROJECTS 6 INCHES AND
 HV7075'THE DISK IS STAMPED 9 1954.  OFFSET.
 HV7075'
 HV7075'REF. STA. 9 IS A BUREAU OF ORDNANCE REFERENCE MARK LOCATED IN THE
 HV7075'FRONT OF RANGE STATION NO. 9.  THE MARK IS SET FLUSH AND THE DISK
 HV7075'IS STAMPED REF. STA. 9.
 HV7075'
 HV7075'9 (NPG) IS THE INSTRUMENT IN RANGE STATION NO. 9.
 HV7075'
 HV7075'A TRAVERSE CONNECTION WAS MADE TO REF. STA. 9 AND 9 (NPG) FROM
 HV7075'TRIANGULATION STATION AND THE DISTANCE IS SHOWN ABOVE.
 HV7075'
 HV7075'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 205 AND 205Y IN
 HV7075'THE WEST EDGE OF COLONIAL BEACH, GO NORTHERLY ON STATE HIGHWAY NO.
 HV7075'205 FOR 0.5 MILE TO 9TH STREET.  TURN RIGHT AND GO EASTERLY FOR
 HV7075'0.2 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE EASTERLY ON 9TH STREET
 HV7075'FOR 0.2 MILE TO STATION AS DESCRIBED.
 HV7075'
 HV7075'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV7075
 HV7075                          STATION RECOVERY (1960)
 HV7075
 HV7075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7075'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 HV7075'IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION.  THE AZIMUTH
 HV7075'MARK IS 82.0 FEET NE OF THE INTERSECTION OF 9TH AND DWIGHT STREETS.
 HV7075
 HV7075                          STATION RECOVERY (1961)
 HV7075
 HV7075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7075'THE SURFACE STATION MARK HAS BEEN DESTROYED.
 HV7075'
 HV7075'A SEWER LINE FROM A HOUSE HAS BEEN DUG THROUGH WHERE THE MARK
 HV7075'WAS. IT IS NOT KNOWN IF THE UNDERGROUND MARK IS INTACT.  ALL
 HV7075'REFERENCE MARKS WERE RECOVERED.
 HV7075
 HV7075                          STATION RECOVERY (1971)
 HV7075
 HV7075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HV7075'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV7075'TO BE IN GOOD CONDITION.  THE PROPERTY OWNER REQUESTED THAT
 HV7075'REFERENCE MARK NO. 3 BE MOVED OR LOWERED, AS IT WAS IN LAWN AND
 HV7075'INTERFERRED WITH MOWING, SO THE TOP OF THE MARK WAS BROKEN OFF AND
 HV7075'A NEW DISK CEMENTED IN A DRILL IN THE TOP OF THE REMAINING
 HV7075'CONCRETE.  SHRUBBERY BLOCKED THE LINE OF SIGHT TO 9 KB (REFERENCE
 HV7075'MARK NO. 1), TO THE AZIMUTH MARK AND PARTLY BLOCKED TO REFERENCE
 HV7075'STATION 9 AND REFERENCE MARK NO. 3.  9 NPG WAS BLOCKED BY
 HV7075'BUILDING.  A DIFFERENCE WAS FOUN IN DISTANCE TO REFERENCE MARK NO.
 HV7075'2 AND IN THE DIRECTION REFERENCE MARK NO. 3.  ALL OTHER DISTANCES
 HV7075'AND DIRECTION WERE CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL
 HV7075'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND CHANGES.
 HV7075'
 HV7075'STATION IS NOW 18 FEET SOUTHEAST OF FENCE CORNER AND 8.5 FEET
 HV7075'NORTH OF THE CENTER OF GARAGE DOORS.  THE MARK IS IN LAWN ABOUT 2
 HV7075'INCHES BELOW THE SURFACE.
 HV7075'
 HV7075'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 205 AND 205Y IN THE
 HV7075'WEST EDGE OF COLONIAL BEACH GO NORTHERLY ON STATE HIGHWAY 205 FOR
 HV7075'0.45 MILE TO NINTH STREET.  TURN RIGHT AND GO EASTERLY ON NINTH
 HV7075'STREET FOR 0.3 MILE TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF
 HV7075'STREET AS DESCRIBED.  CONTINUE EASTERLY FOR 0.25 MILE TO STATION
 HV7075'ON THE RIGHT OR SOUTH SIDE OF STREET AS DESCRIBED.
 HV7075'
 HV7075'REFERENCE MARK NO. 4 IS 40 FEET NORTH OF THE CENTERLINE OF NINTH
 HV7075'STREET AND 24 FEET NORTHEAST OF LONE CEDAR TREE.  MARK IS ABOUT
 HV7075'FLUSH WITH THE GROUND AND THE DISK IS STAMPED 9 OFFSET 1954 NO 4 1971.
 HV7075'
 HV7075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLONIAL BEACH.
 HV7075
 HV7075                          STATION RECOVERY (1998)
 HV7075
 HV7075'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7075'RECOVERED IN GOOD CONDITION.
 HV7075
 HV7075                          STATION RECOVERY (2003)
 HV7075
 HV7075'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7075'RECOVERED IN GOOD CONDITION.
 HV7075
 HV7075                          STATION RECOVERY (2005)
 HV7075
 HV7075'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8251 ***********************************************************************
 HV8251  DESIGNATION -  9 OFFSET RM 2
 HV8251  PID         -  HV8251
 HV8251  STATE/COUNTY-  VA/WESTMORELAND
 HV8251  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8251
 HV8251                         *CURRENT SURVEY CONTROL
 HV8251  ___________________________________________________________________
 HV8251* NAD 83(1986)-  38 15 55.     (N)    076 58 14.     (W)     SCALED    
 HV8251* NAVD 88     -         5.370  (meters)      17.62   (feet)  ADJUSTED  
 HV8251  ___________________________________________________________________
 HV8251  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HV8251  DYNAMIC HT  -           5.367 (meters)      17.61  (feet)  COMP
 HV8251  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 HV8251
 HV8251  VERT ORDER  -  FIRST     CLASS II
 HV8251
 HV8251.The horizontal coordinates were scaled from a topographic map and have
 HV8251.an estimated accuracy of +/- 6 seconds.
 HV8251
 HV8251.The orthometric height was determined by differential leveling
 HV8251.and adjusted by the National Geodetic Survey in June 1991..
 HV8251
 HV8251.The geoid height was determined by GEOID03.
 HV8251
 HV8251.The dynamic height is computed by dividing the NAVD 88
 HV8251.geopotential number by the normal gravity value computed on the
 HV8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8251.degrees latitude (g = 980.6199 gals.).
 HV8251
 HV8251.The modeled gravity was interpolated from observed gravity values.
 HV8251
 HV8251;                    North         East    Units  Estimated Accuracy
 HV8251;SPC VA N     - 2,067,560.    3,633,840.      MT  (+/- 180 meters Scaled)
 HV8251
 HV8251                          SUPERSEDED SURVEY CONTROL
 HV8251
 HV8251  NGVD 29 (05/17/90)    5.605  (m)           18.39   (f) ADJUSTED    1 2
 HV8251
 HV8251.Superseded values are not recommended for survey control.
 HV8251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8251.See file dsdata.txt to determine how the superseded data were derived.
 HV8251
 HV8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH276370(NAD 83)
 HV8251_MARKER: DR = REFERENCE MARK DISK
 HV8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8251_SP_SET: SQUARE CONCRETE MONUMENT
 HV8251_STAMPING: OFFSET 9 KB NO 2 1954
 HV8251_MARK LOGO: CGS   
 HV8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8251+STABILITY: SURFACE MOTION
 HV8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8251+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8251
 HV8251  HISTORY     - Date     Condition        Report By
 HV8251  HISTORY     - 1954     MONUMENTED       CGS
 HV8251  HISTORY     - 19890725 POOR             NGS
 HV8251  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV8251  HISTORY     - 20030318 GOOD             USPSQD
 HV8251  HISTORY     - 20051115 GOOD             USPSQD
 HV8251
 HV8251                          STATION DESCRIPTION
 HV8251
 HV8251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HV8251'THE MARK IS LOCATED ON THE SOUTH SIDE OF NINTH STREET ACROSS FROM A
 HV8251'TEXACO WAREHOUSE BUILDING IN COLONIAL BEACH, VA.  65 M (213.3 FT) WEST
 HV8251'FROM THE INTERSECTION OF BEACH DRIVE AND NINTH STREET, 5 M (16.4 FT)
 HV8251'SOUTH FROM THE CENTERLINE OF NINTH STREET, 2.5 M (8.2 FT) ESE FROM A
 HV8251'TELEPHONE POLE, 7 M (23.0 FT) NW FROM THE NW CORNER OF A PORCH OF
 HV8251'HOUSE NUMBER 16.
 HV8251
 HV8251                          STATION RECOVERY (1998)
 HV8251
 HV8251'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8251'MARK NOT FOUND.
 HV8251
 HV8251                          STATION RECOVERY (2003)
 HV8251
 HV8251'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8251'RECOVERED IN GOOD CONDITION.
 HV8251
 HV8251                          STATION RECOVERY (2005)
 HV8251
 HV8251'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0527 ***********************************************************************
 FX0527  DESIGNATION -  9 USGS
 FX0527  PID         -  FX0527
 FX0527  STATE/COUNTY-  VA/C OF NORFOLK
 FX0527  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0527
 FX0527                         *CURRENT SURVEY CONTROL
 FX0527  ___________________________________________________________________
 FX0527* NAD 83(1986)-  36 50 33.     (N)    076 16 50.     (W)     SCALED    
 FX0527* NAVD 88     -         2.399  (meters)       7.87   (feet)  POSTED    
 FX0527  ___________________________________________________________________
 FX0527  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0527  DYNAMIC HT  -           2.400 (meters)       7.87  (feet)  COMP
 FX0527  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 FX0527
 FX0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0527
 FX0527.The horizontal coordinates were scaled from a topographic map and have
 FX0527.an estimated accuracy of +/- 6 seconds.
 FX0527
 FX0527.The orthometric height was determined by differential leveling
 FX0527.and adjusted by the National Geodetic Survey in 1992..
 FX0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0527.rate of 0.0 thru 1.0 mm/km.
 FX0527
 FX0527.The geoid height was determined by GEOID03.
 FX0527
 FX0527.The dynamic height is computed by dividing the NAVD 88
 FX0527.geopotential number by the normal gravity value computed on the
 FX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0527.degrees latitude (g = 980.6199 gals.).
 FX0527
 FX0527.The modeled gravity was interpolated from observed gravity values.
 FX0527
 FX0527;                    North         East    Units  Estimated Accuracy
 FX0527;SPC VA S     - 1,058,830.    3,697,940.      MT  (+/- 180 meters Scaled)
 FX0527
 FX0527                          SUPERSEDED SURVEY CONTROL
 FX0527
 FX0527  NGVD 29 (??/??/92)    2.65   (m)            8.7    (f) COMPUTED    2 0
 FX0527
 FX0527.Superseded values are not recommended for survey control.
 FX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0527.See file dsdata.txt to determine how the superseded data were derived.
 FX0527
 FX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF858781(NAD 83)
 FX0527_MARKER: DD = SURVEY DISK
 FX0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0527_SP_SET: MASONARY BASE
 FX0527_STAMPING: 9.117
 FX0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0527
 FX0527  HISTORY     - Date     Condition        Report By
 FX0527  HISTORY     - UNK      MONUMENTED       USGS
 FX0527  HISTORY     - 1959     GOOD             NGS
 FX0527  HISTORY     - 1963     MARK NOT FOUND   NGS
 FX0527  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX0527
 FX0527                          STATION DESCRIPTION
 FX0527
 FX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0527'AT NORFOLK.
 FX0527'AT NORFOLK, AT THE UNION RAILWAY STATION, AT THE INTERSECTION
 FX0527'OF MAIN STREET AND ARCHER LANE, 12.7 FEET NORTHEAST OF THE
 FX0527'NORTHEAST CURB OF MAIN STREET, 124 FEET SOUTHEAST OF THE
 FX0527'SOUTHEAST CURB OF ARCHER LANE, 12 1/2 FEET SOUTHEAST OF THE
 FX0527'CENTER OF THE MAIN STREET ENTRANCE TO THE RAILWAY STATION, ON
 FX0527'TOP OF THE STONE MASONRY BASE FOR TWO SANDSTONE PILLARS AND
 FX0527'BETWEEN THE PILLARS, 6 INCHES NORTHEAST OF THE SOUTHWEST EDGE
 FX0527'OF THE STONE BASE, AND ABOUT 3.4 FEET ABOVE THE LEVEL OF THE
 FX0527'SIDEWALK.
 FX0527
 FX0527                          STATION RECOVERY (1963)
 FX0527
 FX0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0527'MARK NOT FOUND.
 FX0527
 FX0527                          STATION RECOVERY (2003)
 FX0527
 FX0527'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0527'UNION RAILWAY STATION HAS BEEN COMPLETELY DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1948 ***********************************************************************
 GX1948  DESIGNATION -  9 W O
 GX1948  PID         -  GX1948
 GX1948  STATE/COUNTY-  VA/TAZEWELL
 GX1948  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1948
 GX1948                         *CURRENT SURVEY CONTROL
 GX1948  ___________________________________________________________________
 GX1948* NAD 83(1986)-  37 12 03.     (N)    081 46 37.     (W)     SCALED    
 GX1948* NAVD 88     -       917.115  (meters)    3008.90   (feet)  ADJUSTED  
 GX1948  ___________________________________________________________________
 GX1948  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX1948  DYNAMIC HT  -         916.272 (meters)    3006.14  (feet)  COMP
 GX1948  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 GX1948
 GX1948  VERT ORDER  -  SECOND    CLASS 0
 GX1948
 GX1948.The horizontal coordinates were scaled from a topographic map and have
 GX1948.an estimated accuracy of +/- 6 seconds.
 GX1948
 GX1948.The orthometric height was determined by differential leveling
 GX1948.and adjusted by the National Geodetic Survey in June 1991..
 GX1948
 GX1948.The geoid height was determined by GEOID03.
 GX1948
 GX1948.The dynamic height is computed by dividing the NAVD 88
 GX1948.geopotential number by the normal gravity value computed on the
 GX1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1948.degrees latitude (g = 980.6199 gals.).
 GX1948
 GX1948.The modeled gravity was interpolated from observed gravity values.
 GX1948
 GX1948;                    North         East    Units  Estimated Accuracy
 GX1948;SPC VA S     - 1,101,320.    3,209,160.      MT  (+/- 180 meters Scaled)
 GX1948
 GX1948                          SUPERSEDED SURVEY CONTROL
 GX1948
 GX1948  NGVD 29 (??/??/92)  917.230  (m)         3009.28   (f) ADJ UNCH    2 0
 GX1948
 GX1948.Superseded values are not recommended for survey control.
 GX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1948.See file dsdata.txt to determine how the superseded data were derived.
 GX1948
 GX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB310174(NAD 83)
 GX1948_MARKER: DD = SURVEY DISK
 GX1948_SETTING: 80 = SET IN A BOULDER
 GX1948_STAMPING: 3010 9 W O 1943
 GX1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1948+STABILITY: SURFACE MOTION
 GX1948
 GX1948  HISTORY     - Date     Condition        Report By
 GX1948  HISTORY     - 1943     MONUMENTED       USGS
 GX1948  HISTORY     - 1958     GOOD             NGS
 GX1948
 GX1948                          STATION DESCRIPTION
 GX1948
 GX1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1948'9.3 MI N FROM RICHLANDS.
 GX1948'6.65 MILES NORTH ALONG A SPUR TRACK OF THE NORFOLK AND WESTERN
 GX1948'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 460 AT RICHLANDS, THENCE
 GX1948'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 67, THENCE ABOUT 1.0
 GX1948'MILE NORTH ALONG BLACK TOP ROAD 616, 135 YARDS SOUTHWEST OF THE
 GX1948'Y JUNCTION OF BLACK TOP ROAD 636 LEADING NORTH, BETWEEN A SMALL
 GX1948'DIRT ROAD AND THE FIRST OLD ROAD GRADE ABOVE, 61 FEET SOUTHEAST
 GX1948'OF THE CENTER LINE OF BLACK TOP ROAD AND ABOUT 20 FEET ABOVE THE
 GX1948'LEVEL OF ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF SMALL
 GX1948'ROAD, 75 FEET SOUTHWEST OF THE WEST CORNER OF A SMALL HOUSE, IN
 GX1948'TOP OF A 2 1/2-BY 2 1/2-FOOT EXPOSED PART OF A SANDSTONE BOULDER,
 GX1948'AND 2 FEET SOUTHEAST OF A STEEL WITNESS POST.  NOTE-- MARK IS
 GX1948'UNDER THE NORTHWEST EDGE OF A PILE OF LOGS AND BRUSH AND MAY BE
 GX1948'BURIED AGAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5629 ***********************************************************************
 GV5629  DESIGNATION -  90 C OF R 1972
 GV5629  PID         -  GV5629
 GV5629  STATE/COUNTY-  VA/C OF RICHMOND
 GV5629  USGS QUAD   -  CHESTERFIELD (1994)
 GV5629
 GV5629                         *CURRENT SURVEY CONTROL
 GV5629  ___________________________________________________________________
 GV5629* NAD 83(1993)-  37 28 13.76811(N)    077 30 07.78133(W)     ADJUSTED  
 GV5629* NAVD 88     -        62.39   (+/-2cm)     204.7    (feet)  VERTCON   
 GV5629  ___________________________________________________________________
 GV5629  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 GV5629  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5629
 GV5629  HORZ ORDER  -  SECOND
 GV5629  VERT ORDER  -  THIRD ? (See Below)
 GV5629
 GV5629.The horizontal coordinates were established by classical geodetic methods
 GV5629.and adjusted by the National Geodetic Survey in September 1995..
 GV5629
 GV5629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5629.The vertical order pertains to the NGVD 29 superseded value.
 GV5629
 GV5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5629
 GV5629.The geoid height was determined by GEOID03.
 GV5629
 GV5629;                    North         East     Units Scale Factor Converg.
 GV5629;SPC VA S     - 1,126,662.784 3,588,262.704   MT  0.99994701   +0 36 20.2
 GV5629;SPC VA S     - 3,696,392.82 11,772,491.89   sFT  0.99994701   +0 36 20.2
 GV5629;UTM  18      - 4,150,007.925   278,728.311   MT  1.00020313   -1 31 22.1
 GV5629
 GV5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5629!SPC VA S     -   0.99999539  x   0.99994701  =   0.99994240
 GV5629!UTM  18      -   0.99999539  x   1.00020313  =   1.00019852
 GV5629
 GV5629|---------------------------------------------------------------------|
 GV5629| PID    Reference Object                     Distance      Geod. Az  |
 GV5629|                                                           dddmmss.s |
 GV5629| GV5618 89 C OF R 1972                      340.927 METERS 07449     |
 GV5629| GV5631 91 C OF R 1972                      193.515 METERS 24344     |
 GV5629|---------------------------------------------------------------------|
 GV5629
 GV5629                          SUPERSEDED SURVEY CONTROL
 GV5629
 GV5629  NAD 83(1993)-  37 28 13.76807(N)    077 30 07.78121(W) AD(       ) 2
 GV5629  NAD 83(1986)-  37 28 13.77431(N)    077 30 07.79809(W) AD(       ) 2
 GV5629  NAD 27      -  37 28 13.24177(N)    077 30 08.84781(W) AD(       ) 2
 GV5629  NGVD 29 (07/19/86)   62.70   (m)          205.7    (f) LEVELING    3  
 GV5629
 GV5629.Superseded values are not recommended for survey control.
 GV5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5629.See file dsdata.txt to determine how the superseded data were derived.
 GV5629
 GV5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7872850008(NAD 83)
 GV5629_MARKER: Z = SEE DESCRIPTION
 GV5629_SETTING: 0 = UNSPECIFIED SETTING
 GV5629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5629
 GV5629  HISTORY     - Date     Condition        Report By
 GV5629  HISTORY     - 1972     MONUMENTED       VA2060
 GV5629  HISTORY     - 19951120 GOOD             USPSQD
 GV5629  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5629  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5629
 GV5629                          STATION DESCRIPTION
 GV5629
 GV5629'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5629'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5629'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5629'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.40 MILES TO POINT NO. 90.
 GV5629'
 GV5629'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5629'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5629'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET
 GV5629'ABOUT 8 INCHES BELOW GROUND.
 GV5629'
 GV5629'18.0 FEET N. OF C/L OF WALMSLEY BLVD., 39.5 FEET S.W. OF S.W. CORNER
 GV5629'OF 1-STORY BRICK HOUSE, 22.7 FEET E. OF S.E. CORNER OF A 1-STORY
 GV5629'FRAME GARAGE, 10.0 FEET S. OF A 12 INCH OAK TREE.
 GV5629'
 GV5629'NEAREST TOWN--RICHMOND.
 GV5629
 GV5629                          STATION RECOVERY (1995)
 GV5629
 GV5629'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5629'RECOVERED IN GOOD CONDITION.
 GV5629
 GV5629                          STATION RECOVERY (1999)
 GV5629
 GV5629'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5629'MARK NOT FOUND.
 GV5629
 GV5629                          STATION RECOVERY (2003)
 GV5629
 GV5629'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9280 ***********************************************************************
 HV9280  DESIGNATION -  9001 MWAA GPS
 HV9280  PID         -  HV9280
 HV9280  STATE/COUNTY-  VA/FAIRFAX
 HV9280  USGS QUAD   -  HERNDON (1994)
 HV9280
 HV9280                         *CURRENT SURVEY CONTROL
 HV9280  ___________________________________________________________________
 HV9280* NAD 83(1993)-  38 58 23.97845(N)    077 27 26.83896(W)     ADJUSTED  
 HV9280* NAVD 88     -        81.6    (meters)     268.     (feet)  GPS OBS   
 HV9280  ___________________________________________________________________
 HV9280  X           -   1,078,271.438 (meters)                     COMP
 HV9280  Y           -  -4,846,733.793 (meters)                     COMP
 HV9280  Z           -   3,990,046.639 (meters)                     COMP
 HV9280  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 HV9280  ELLIP HEIGHT-          49.66  (meters)          (06/14/02) GPS OBS
 HV9280  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV9280
 HV9280  HORZ ORDER  -  FIRST
 HV9280  ELLP ORDER  -  FOURTH    CLASS I
 HV9280
 HV9280.The horizontal coordinates were established by GPS observations
 HV9280.and adjusted by the National Geodetic Survey in April 1999..
 HV9280
 HV9280.The orthometric height was determined by GPS observations and a
 HV9280.high-resolution geoid model.
 HV9280
 HV9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9280
 HV9280.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9280
 HV9280.The ellipsoidal height was determined by GPS observations
 HV9280.and is referenced to NAD 83.
 HV9280
 HV9280.The geoid height was determined by GEOID03.
 HV9280
 HV9280;                    North         East     Units Scale Factor Converg.
 HV9280;SPC VA N     - 2,145,553.222 3,590,340.932   MT  0.99996763   +0 39 02.4
 HV9280;SPC VA N     - 7,039,202.53 11,779,310.21   sFT  0.99996763   +0 39 02.4
 HV9280;UTM  18      - 4,316,689.173   287,110.994   MT  1.00015810   -1 32 46.4
 HV9280
 HV9280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9280!SPC VA N     -   0.99999221  x   0.99996763  =   0.99995984
 HV9280!UTM  18      -   0.99999221  x   1.00015810  =   1.00015031
 HV9280
 HV9280:                Primary Azimuth Mark                     Grid Az
 HV9280:SPC VA N     -  9002 MWAA GPS                            146 11 14.9
 HV9280:UTM  18      -  9002 MWAA GPS                            148 23 03.7
 HV9280
 HV9280|---------------------------------------------------------------------|
 HV9280| PID    Reference Object                     Distance      Geod. Az  |
 HV9280|                                                           dddmmss.s |
 HV9280| HV9281 9002 MWAA GPS                       430.731 METERS 1465017.3 |
 HV9280|---------------------------------------------------------------------|
 HV9280
 HV9280                          SUPERSEDED SURVEY CONTROL
 HV9280
 HV9280  ELLIP H (04/28/99)   49.66   (m)                       GP(       ) 3 1
 HV9280  NAD 83(1993)-  38 58 23.97733(N)    077 27 26.83630(W) AD(       ) 2
 HV9280  NAD 83(1993)-  38 58 23.97747(N)    077 27 26.84412(W) AD(       ) 2
 HV9280  NGVD 29 (05/28/93)   81.8    (m)          268.     (f) GPS OBS        
 HV9280
 HV9280.Superseded values are not recommended for survey control.
 HV9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9280.See file dsdata.txt to determine how the superseded data were derived.
 HV9280
 HV9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8711116689(NAD 83)
 HV9280_MARKER: DD = SURVEY DISK
 HV9280_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9280_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9280_STAMPING: 9001 MWAA GPS 1992
 HV9280_MARK LOGO: MWAA  
 HV9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9280+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9280
 HV9280  HISTORY     - Date     Condition        Report By
 HV9280  HISTORY     - 1992     MONUMENTED       LOWE
 HV9280  HISTORY     - 19960624 GOOD             DEWDAV
 HV9280
 HV9280                          STATION DESCRIPTION
 HV9280
 HV9280'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9280'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. SOUTH
 HV9280'AND THE AIRPORT TERMINAL ROAD, GO WEST 1.15 MILES TO THE FIRST EXIT,
 HV9280'TURN RIGHT AND GO 0.75 MILES TO A T INTERSECTION TURN RIGHT AND GO 0.5
 HV9280'MILES TO GATE 38.  PROCEED THROUGH GATE 0.05 MILES AND TURN RIGHT
 HV9280'(NORTH), GO 0.45 MILES TO A Y INTERSECTION, BEAR LEFT (WEST) GO 0.3
 HV9280'MILES, TURN LEFT AND THEN RIGHT (S CURVE) GO 0.35 MILES TO A INTX. OF
 HV9280'ROAD AND TAXI-WAY, CONTINUE NORTH FOR 0.1 MILES TO ANOTHER TAXI- WAY.
 HV9280'CROSS TAXI-WAY TO A GRAVEL ROAD ON THE NORTH SIDE OF TAXI-WAY.
 HV9280'CONTINUE 0.2 MILES ON GRAVEL ROAD TO THE STATION ON THE RIGHT.  THE
 HV9280'STATION IS 92.35 FEET SOUTHWEST OF A FENCE CORNER, 78.25 FEET SOUTH-
 HV9280'EAST OF A CONCRETE TRANSFORMER PAD, AND 37.3 FEET NORTHEAST OF A
 HV9280'GRAVEL ROAD.
 HV9280
 HV9280                          STATION RECOVERY (1996)
 HV9280
 HV9280'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9280'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 HV9280'IS 1120 FEET NNE OF THE DULLES 19R SURVEY MONUMENT AT THE NORTH END OF
 HV9280'RUNWAY 1L-19R.  TO GET TO THE STATION, ENTER GATE 38 OR 43 ON THE EAST
 HV9280'SIDE OF RUNWAY 1L-19R, AND TAKE THE PATROL ROAD NORTH AND WEST, PART
 HV9280'WAY AROUND THE NORTH END OF THE RUNWAY.  THE STATION IS 37.3 FEETNORTH
 HV9280'OF THE GRAVEL PATROL ROAD, AND 92.35 FEETSOUTHEAST OF THE SOUTHEAST
 HV9280'FENCE CORNER OF A CHAIN LINK FENCE, ON A CONCRETE PAD, AROUND HIGH
 HV9280'VOLTAGE FUSE DISCONNECTORS FOR ILS RUNWAY CIRCUITRY.  THE MONUMENT IS
 HV9280'A 3 1/2 INCH DISK SET IN A HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9281 ***********************************************************************
 HV9281  DESIGNATION -  9002 MWAA GPS
 HV9281  PID         -  HV9281
 HV9281  STATE/COUNTY-  VA/FAIRFAX
 HV9281  USGS QUAD   -  HERNDON (1994)
 HV9281
 HV9281                         *CURRENT SURVEY CONTROL
 HV9281  ___________________________________________________________________
 HV9281* NAD 83(1993)-  38 58 12.28550(N)    077 27 17.05154(W)     ADJUSTED  
 HV9281* NAVD 88     -        83.6    (meters)     274.     (feet)  GPS OBS   
 HV9281  ___________________________________________________________________
 HV9281  X           -   1,078,551.016 (meters)                     COMP
 HV9281  Y           -  -4,846,905.511 (meters)                     COMP
 HV9281  Z           -   3,989,767.558 (meters)                     COMP
 HV9281  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 HV9281  ELLIP HEIGHT-          51.66  (meters)          (06/14/02) GPS OBS
 HV9281  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV9281
 HV9281  HORZ ORDER  -  FIRST
 HV9281  ELLP ORDER  -  FOURTH    CLASS I
 HV9281
 HV9281.The horizontal coordinates were established by GPS observations
 HV9281.and adjusted by the National Geodetic Survey in April 1999..
 HV9281
 HV9281.The orthometric height was determined by GPS observations and a
 HV9281.high-resolution geoid model.
 HV9281
 HV9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9281
 HV9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9281
 HV9281.The ellipsoidal height was determined by GPS observations
 HV9281.and is referenced to NAD 83.
 HV9281
 HV9281.The geoid height was determined by GEOID03.
 HV9281
 HV9281;                    North         East     Units Scale Factor Converg.
 HV9281;SPC VA N     - 2,145,195.355 3,590,580.616   MT  0.99996728   +0 39 08.5
 HV9281;SPC VA N     - 7,038,028.43 11,780,096.57   sFT  0.99996728   +0 39 08.5
 HV9281;UTM  18      - 4,316,322.312   287,336.827   MT  1.00015692   -1 32 39.8
 HV9281
 HV9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9281!SPC VA N     -   0.99999189  x   0.99996728  =   0.99995918
 HV9281!UTM  18      -   0.99999189  x   1.00015692  =   1.00014881
 HV9281
 HV9281:                Primary Azimuth Mark                     Grid Az
 HV9281:SPC VA N     -  9026 MWAA GPS                            100 35 18.6
 HV9281:UTM  18      -  9026 MWAA GPS                            102 47 06.9
 HV9281
 HV9281|---------------------------------------------------------------------|
 HV9281| PID    Reference Object                     Distance      Geod. Az  |
 HV9281|                                                           dddmmss.s |
 HV9281| AH9001 9026 MWAA GPS                       452.764 METERS 1011427.1 |
 HV9281| HV2747 DULLES 18 R                         402.120 METERS 2784944.2 |
 HV9281| HV9280 9001 MWAA GPS                       430.731 METERS 3265023.5 |
 HV9281|---------------------------------------------------------------------|
 HV9281
 HV9281                          SUPERSEDED SURVEY CONTROL
 HV9281
 HV9281  ELLIP H (04/28/99)   51.65   (m)                       GP(       ) 3 1
 HV9281  NAD 83(1993)-  38 58 12.28436(N)    077 27 17.04890(W) AD(       ) 2
 HV9281  NAD 83(1993)-  38 58 12.28451(N)    077 27 17.05672(W) AD(       ) 2
 HV9281  NGVD 29 (05/28/93)   83.8    (m)          275.     (f) GPS OBS        
 HV9281
 HV9281.Superseded values are not recommended for survey control.
 HV9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9281.See file dsdata.txt to determine how the superseded data were derived.
 HV9281
 HV9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8733716322(NAD 83)
 HV9281_MARKER: DD = SURVEY DISK
 HV9281_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV9281_SP_SET: DISK SET IN CONCRETE APRON
 HV9281_STAMPING: 9002 MWAA GPS 1992
 HV9281_MARK LOGO: MWAA  
 HV9281_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9281+STABILITY: SURFACE MOTION
 HV9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9281+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9281
 HV9281  HISTORY     - Date     Condition        Report By
 HV9281  HISTORY     - 1992     MONUMENTED       LOWE
 HV9281  HISTORY     - 19960624 GOOD             DEWDAV
 HV9281
 HV9281                          STATION DESCRIPTION
 HV9281
 HV9281'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9281'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF SR. 28 AND
 HV9281'THE AIRPORT TERMINAL ROAD, GO WEST 1.15 MILES TO THE FIRST EXIT, TURN
 HV9281'RIGHT AND GO 0.75 MILES TO A T INTERSECTION TURN RIGHT AGAIN AND GO
 HV9281'0.05 MILES TO GATE 38.  GO THROUGH GATE 0.05 MILES TO A ROAD RIGHT. GO
 HV9281'RIGHT (NORTH) 0.45 MILES TO A Y INTERSECTION. BEAR LEFT AND GO 0.3
 HV9281'MILES, TURN LEFT, THEN RIGHT (S CURVE) AND CONTINUE NORTH 0.35 MILES
 HV9281'TO A INTERSECTION OF ROAD AND TAXI-WAY.  CROSS TAXI-WAY AND CONTINUE
 HV9281'FOR 0.1 MILES TO ANOTHER TAXI-WAY, TURN RIGHT AND GO 0.05 MILES TO THE
 HV9281'STATION ON THE RIGHT, ON THE EDGE OF THE CONCRETE TAXI-WAY AT THE
 HV9281'INTERSECTION OF CONCRETE AND ASPHALT.  THE STATION IS 33.5 FEET
 HV9281'NORTHEAST OF A TAXI-WAY SIGN (W-2), 66.0 FEET NORTHEAST OF A CONCRETE
 HV9281'HEADWALL AND 61.4 FEET EAST OF A CONCRETE DUCT COVER.
 HV9281
 HV9281                          STATION RECOVERY (1996)
 HV9281
 HV9281'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9281'THE STATION IS LOCATED AT DULLES AIRPORT, WITHIN THE SECURITY AREA. IT
 HV9281'IS NEAR THE HAWTHORNE AVIATION APRON PARKING.  TO REACH THE POINT ,
 HV9281'ENTER THROUGH GATE 38 OR 43,, ON THE EAST SIDE OF RUNWAY 1L-19R, AND
 HV9281'PROCEED NORTH TOWARD THE HAWTHORNE AVIATION AREA.  THE MONUMENT IS ON
 HV9281'THE SOUTH END OF THE CONCRETE TAXIWAY Z1, 12 INCHES FROM THE NORTHWEST
 HV9281'CORNER OF ASPHALT FOR HAWTHORNE AVIATIONS PARKING APRON. THE STATION
 HV9281'IS 33.5 FEET NORTHEAST OF A TAXIWAY SIGN (Z1) , 66.0 FEET EAST OF A
 HV9281'CONCRETE HEADWALL FOR A DRAINAGE CULVERT UNDER TAXIWAY Z1, AND 6.9
 HV9281'FEETEAST OF A DRAIN CLEAN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9282 ***********************************************************************
 HV9282  DESIGNATION -  9003 MWAA GPS
 HV9282  PID         -  HV9282
 HV9282  STATE/COUNTY-  VA/FAIRFAX
 HV9282  USGS QUAD   -  HERNDON (1994)
 HV9282
 HV9282                         *CURRENT SURVEY CONTROL
 HV9282  ___________________________________________________________________
 HV9282* NAD 83(1993)-  38 58 22.11349(N)    077 26 58.51249(W)     ADJUSTED  
 HV9282* NAVD 88     -        82.3    (meters)     270.     (feet)  VERTCON   
 HV9282  ___________________________________________________________________
 HV9282  X           -   1,078,945.028 (meters)                     COMP
 HV9282  Y           -  -4,846,621.583 (meters)                     COMP
 HV9282  Z           -   3,990,002.431 (meters)                     COMP
 HV9282  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 HV9282  ELLIP HEIGHT-          50.46  (meters)          (06/14/02) GPS OBS
 HV9282  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV9282
 HV9282  HORZ ORDER  -  SECOND
 HV9282  ELLP ORDER  -  FOURTH    CLASS I
 HV9282
 HV9282.The horizontal coordinates were established by GPS observations
 HV9282.and adjusted by the National Geodetic Survey in November 1994..
 HV9282
 HV9282.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9282
 HV9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9282
 HV9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9282
 HV9282.The ellipsoidal height was determined by GPS observations
 HV9282.and is referenced to NAD 83.
 HV9282
 HV9282.The geoid height was determined by GEOID03.
 HV9282
 HV9282;                    North         East     Units Scale Factor Converg.
 HV9282;SPC VA N     - 2,145,503.489 3,591,023.396   MT  0.99996757   +0 39 20.1
 HV9282;SPC VA N     - 7,039,039.36 11,781,549.26   sFT  0.99996757   +0 39 20.1
 HV9282;UTM  18      - 4,316,613.302   287,791.178   MT  1.00015454   -1 32 28.5
 HV9282
 HV9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9282!SPC VA N     -   0.99999208  x   0.99996757  =   0.99995965
 HV9282!UTM  18      -   0.99999208  x   1.00015454  =   1.00014662
 HV9282
 HV9282                          SUPERSEDED SURVEY CONTROL
 HV9282
 HV9282  NAD 83(1993)-  38 58 22.11361(N)    077 26 58.52032(W) AD(       ) 2
 HV9282  NGVD 29 (05/28/93)   82.5    (m)          271.     (f) GPS OBS        
 HV9282
 HV9282.Superseded values are not recommended for survey control.
 HV9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9282.See file dsdata.txt to determine how the superseded data were derived.
 HV9282
 HV9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8779116613(NAD 83)
 HV9282_MARKER: DD = SURVEY DISK
 HV9282_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9282_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9282_STAMPING: 9003 MWAA GPS 1992
 HV9282_MARK LOGO: MWAA  
 HV9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9282+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HV9282
 HV9282  HISTORY     - Date     Condition        Report By
 HV9282  HISTORY     - 1992     MONUMENTED       LOWE
 HV9282
 HV9282                          STATION DESCRIPTION
 HV9282
 HV9282'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9282'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF SR. 28 AND
 HV9282'THE AIRPORT TERMINAL ROAD,  GO WEST ON THE AIRPORT TERMINAL ROAD 1.15
 HV9282'MILES TO THE FIRST EXIT.  TURN RIGHT ON THE WEST SERVICE ROAD AND GO
 HV9282'0.25 MILES TO A 4-WAY INTERSECTION.  TURN RIGHT AND GO 1.0 MILES TO
 HV9282'THE STATION ON THE LEFT.  THE STATION IS +/- 32.3 FEET FROM THE CENTER
 HV9282'LINE OF THE ROAD. THE STATION IS 32.15 FEET EAST OF A FENCE LINE,
 HV9282'130.9 FEET SOUTHEAST OF A FENCE POST GATE, AND 32.3 FEET WEST OF THE
 HV9282'CENTERLINE OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8995 ***********************************************************************
 AH8995  DESIGNATION -  9003 R MWAA GPS
 AH8995  PID         -  AH8995
 AH8995  STATE/COUNTY-  VA/FAIRFAX
 AH8995  USGS QUAD   -  HERNDON (1994)
 AH8995
 AH8995                         *CURRENT SURVEY CONTROL
 AH8995  ___________________________________________________________________
 AH8995* NAD 83(1993)-  38 58 22.06933(N)    077 26 57.40731(W)     ADJUSTED  
 AH8995* NAVD 88     -        81.4    (meters)     267.     (feet)  GPS OBS   
 AH8995  ___________________________________________________________________
 AH8995  X           -   1,078,971.023 (meters)                     COMP
 AH8995  Y           -  -4,846,615.917 (meters)                     COMP
 AH8995  Z           -   3,990,000.774 (meters)                     COMP
 AH8995  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AH8995  ELLIP HEIGHT-          49.51  (meters)          (06/14/02) GPS OBS
 AH8995  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 AH8995
 AH8995  HORZ ORDER  -  FIRST
 AH8995  ELLP ORDER  -  FOURTH    CLASS I
 AH8995
 AH8995.The horizontal coordinates were established by GPS observations
 AH8995.and adjusted by the National Geodetic Survey in April 1999..
 AH8995
 AH8995.The orthometric height was determined by GPS observations and a
 AH8995.high-resolution geoid model.
 AH8995
 AH8995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8995
 AH8995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8995
 AH8995.The ellipsoidal height was determined by GPS observations
 AH8995.and is referenced to NAD 83.
 AH8995
 AH8995.The geoid height was determined by GEOID03.
 AH8995
 AH8995;                    North         East     Units Scale Factor Converg.
 AH8995;SPC VA N     - 2,145,502.432 3,591,050.013   MT  0.99996757   +0 39 20.8
 AH8995;SPC VA N     - 7,039,035.90 11,781,636.58   sFT  0.99996757   +0 39 20.8
 AH8995;UTM  18      - 4,316,611.225   287,817.740   MT  1.00015440   -1 32 27.8
 AH8995
 AH8995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8995!SPC VA N     -   0.99999223  x   0.99996757  =   0.99995980
 AH8995!UTM  18      -   0.99999223  x   1.00015440  =   1.00014663
 AH8995
 AH8995|---------------------------------------------------------------------|
 AH8995| PID    Reference Object                     Distance      Geod. Az  |
 AH8995|                                                           dddmmss.s |
 AH8995| AH9001 9026 MWAA GPS                       391.044 METERS 18414     |
 AH8995|---------------------------------------------------------------------|
 AH8995
 AH8995                          SUPERSEDED SURVEY CONTROL
 AH8995
 AH8995  ELLIP H (04/28/99)   49.50   (m)                       GP(       ) 3 1
 AH8995
 AH8995.Superseded values are not recommended for survey control.
 AH8995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8995.See file dsdata.txt to determine how the superseded data were derived.
 AH8995
 AH8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8781816611(NAD 83)
 AH8995_MARKER: DD = SURVEY DISK
 AH8995_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH8995_STAMPING: 9003-R MWAA GPS 1992
 AH8995_MARK LOGO: MWAA  
 AH8995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8995+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AH8995
 AH8995  HISTORY     - Date     Condition        Report By
 AH8995  HISTORY     - 1992     MONUMENTED       LOWE
 AH8995  HISTORY     - 19960624 GOOD             DEWDAV
 AH8995
 AH8995                          STATION DESCRIPTION
 AH8995
 AH8995'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH8995'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH8995'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 AH8995'ACCESS ROAD, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS HIGHWAY TO
 AH8995'THE FIRST EXIT (FOR SATELLITE PARKING LOTS GREEN AND BLUE) .  GO WEST
 AH8995'ON THE SERVICE ROAD, PASSING THE ENTRANCE TO SATELLITE PARKING AND THE
 AH8995'FIRE STATION ON THE RIGHT.  TURN RIGHT (NORTH) ONTO THE NORTH SERVICE
 AH8995'ROAD AND PROCEED 3250 FEETTO THE STATION ON THE RIGHT.  THE STATION IS
 AH8995'NEAR A CONCRETE PAD WITH HIGH VOLTAGE SWITCHING GEAR, SOUTH OF GATE
 AH8995'13.  THE STATION IS LOCATED 55.4 FEETEAST OF THE CENTERLINE OF THE
 AH8995'NORTH SERVICE ROAD AND 15.2 FEETFROM THE SOUTHWEST CORNER OF THE
 AH8995'CONCRETE PAD WITH SWITCHING GEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9286 ***********************************************************************
 HV9286  DESIGNATION -  9004 MWAA GPS
 HV9286  PID         -  HV9286
 HV9286  STATE/COUNTY-  VA/FAIRFAX
 HV9286  USGS QUAD   -  HERNDON (1994)
 HV9286
 HV9286                         *CURRENT SURVEY CONTROL
 HV9286  ___________________________________________________________________
 HV9286* NAD 83(1993)-  38 57 27.60242(N)    077 26 59.36858(W)     ADJUSTED  
 HV9286* NAVD 88     -        86.3    (meters)     283.     (feet)  GPS OBS   
 HV9286  ___________________________________________________________________
 HV9286  X           -   1,079,155.277 (meters)                     COMP
 HV9286  Y           -  -4,847,660.878 (meters)                     COMP
 HV9286  Z           -   3,988,697.881 (meters)                     COMP
 HV9286  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 HV9286  ELLIP HEIGHT-          54.39  (meters)          (06/14/02) GPS OBS
 HV9286  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV9286
 HV9286  HORZ ORDER  -  FIRST
 HV9286  ELLP ORDER  -  FOURTH    CLASS I
 HV9286
 HV9286.The horizontal coordinates were established by GPS observations
 HV9286.and adjusted by the National Geodetic Survey in April 1999..
 HV9286
 HV9286.The orthometric height was determined by GPS observations and a
 HV9286.high-resolution geoid model.
 HV9286
 HV9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9286
 HV9286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9286
 HV9286.The ellipsoidal height was determined by GPS observations
 HV9286.and is referenced to NAD 83.
 HV9286
 HV9286.The geoid height was determined by GEOID03.
 HV9286
 HV9286;                    North         East     Units Scale Factor Converg.
 HV9286;SPC VA N     - 2,143,822.437 3,591,022.019   MT  0.99996597   +0 39 19.6
 HV9286;SPC VA N     - 7,033,524.11 11,781,544.74   sFT  0.99996597   +0 39 19.6
 HV9286;UTM  18      - 4,314,933.222   287,725.358   MT  1.00015489   -1 32 27.2
 HV9286
 HV9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9286!SPC VA N     -   0.99999147  x   0.99996597  =   0.99995744
 HV9286!UTM  18      -   0.99999147  x   1.00015489  =   1.00014636
 HV9286
 HV9286|---------------------------------------------------------------------|
 HV9286| PID    Reference Object                     Distance      Geod. Az  |
 HV9286|                                                           dddmmss.s |
 HV9286| HV9288 9009 MWAA GPS                       279.431 METERS 20234     |
 HV9286|---------------------------------------------------------------------|
 HV9286
 HV9286                          SUPERSEDED SURVEY CONTROL
 HV9286
 HV9286  ELLIP H (04/28/99)   54.38   (m)                       GP(       ) 3 1
 HV9286  NAD 83(1993)-  38 57 27.60136(N)    077 26 59.36589(W) AD(       ) 2
 HV9286  NAD 83(1993)-  38 57 27.60148(N)    077 26 59.37371(W) AD(       ) 2
 HV9286  NGVD 29 (05/28/93)   86.5    (m)          284.     (f) GPS OBS        
 HV9286
 HV9286.Superseded values are not recommended for survey control.
 HV9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9286.See file dsdata.txt to determine how the superseded data were derived.
 HV9286
 HV9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8772514933(NAD 83)
 HV9286_MARKER: DD = SURVEY DISK
 HV9286_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9286_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9286_STAMPING: 9004 MWAA GPS 1992
 HV9286_MARK LOGO: MWAA  
 HV9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9286+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9286
 HV9286  HISTORY     - Date     Condition        Report By
 HV9286  HISTORY     - 1992     MONUMENTED       LOWE
 HV9286  HISTORY     - 19960624 GOOD             DEWDAV
 HV9286
 HV9286                          STATION DESCRIPTION
 HV9286
 HV9286'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 HV9286'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 HV9286'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 HV9286'ACCESS HIGHWAY, PROCEED WEST ON THE ACCESS HIGHWAY 1.1 MILESTO THE
 HV9286'AIRPORT SERVICES EXIT (MARRIOTT HOTEL ON RIGHT) .  TURN RIGHT ONTO THE
 HV9286'WEST SERVICE ROAD AND GO 0.25 MILESWEST TO A 4-WAY INTERSECTION (NORTH
 HV9286'SERVICE ROAD) .  TURN LEFT AND GO +/- 150 FEETTO THE STATION ON THE
 HV9286'RIGHT.  THE STATION IS IN A GRASS LOT ACROSS THE STREET FROM AN OFFICE
 HV9286'BUIILDING, 94.9 FEETNORTHWEST FROM THE SOUTHWEST CORNER OF THE
 HV9286'BUILDING, APPROXIMATELY ALONG A LINE PROJECTING WESTWARD FROM THE
 HV9286'CENTER OF THE BUILDING AND SOUTHWARD FROM AN EXTENSION OF THE
 HV9286'SOUTHBOUND LANE OF THE NORTH SERVICE ROAD.  THE MONUMENT IS 35.12
 HV9286'FEETWEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9285 ***********************************************************************
 HV9285  DESIGNATION -  9006 MWAA GPS
 HV9285  PID         -  HV9285
 HV9285  STATE/COUNTY-  VA/FAIRFAX
 HV9285  USGS QUAD   -  HERNDON (1994)
 HV9285
 HV9285                         *CURRENT SURVEY CONTROL
 HV9285  ___________________________________________________________________
 HV9285* NAD 83(1993)-  38 57 44.87691(N)    077 26 31.56619(W)     ADJUSTED  
 HV9285* NAVD 88     -        92.5    (meters)     303.     (feet)  GPS OBS   
 HV9285  ___________________________________________________________________
 HV9285  X           -   1,079,736.900 (meters)                     COMP
 HV9285  Y           -  -4,847,193.124 (meters)                     COMP
 HV9285  Z           -   3,989,115.990 (meters)                     COMP
 HV9285  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HV9285  ELLIP HEIGHT-          60.57  (meters)          (06/14/02) GPS OBS
 HV9285  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV9285
 HV9285  HORZ ORDER  -  FIRST
 HV9285  ELLP ORDER  -  FOURTH    CLASS I
 HV9285
 HV9285.The horizontal coordinates were established by GPS observations
 HV9285.and adjusted by the National Geodetic Survey in April 1999..
 HV9285
 HV9285.The orthometric height was determined by GPS observations and a
 HV9285.high-resolution geoid model.
 HV9285
 HV9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9285
 HV9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9285
 HV9285.The ellipsoidal height was determined by GPS observations
 HV9285.and is referenced to NAD 83.
 HV9285
 HV9285.The geoid height was determined by GEOID03.
 HV9285
 HV9285;                    North         East     Units Scale Factor Converg.
 HV9285;SPC VA N     - 2,144,362.770 3,591,685.218   MT  0.99996647   +0 39 36.9
 HV9285;SPC VA N     - 7,035,296.85 11,783,720.59   sFT  0.99996647   +0 39 36.9
 HV9285;UTM  18      - 4,315,447.837   288,408.906   MT  1.00015132   -1 32 10.3
 HV9285
 HV9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9285!SPC VA N     -   0.99999050  x   0.99996647  =   0.99995697
 HV9285!UTM  18      -   0.99999050  x   1.00015132  =   1.00014182
 HV9285
 HV9285:                Primary Azimuth Mark                     Grid Az
 HV9285:SPC VA N     -  9025 MWAA GPS                            034 17 30.7
 HV9285:UTM  18      -  9025 MWAA GPS                            036 29 17.9
 HV9285
 HV9285|---------------------------------------------------------------------|
 HV9285| PID    Reference Object                     Distance      Geod. Az  |
 HV9285|                                                           dddmmss.s |
 HV9285| AH9000 9025 MWAA GPS                       421.668 METERS 0345707.6 |
 HV9285| HV9283 9007 MWAA GPS                       APPROX. 0.5 KM 1984525.1 |
 HV9285|---------------------------------------------------------------------|
 HV9285
 HV9285                          SUPERSEDED SURVEY CONTROL
 HV9285
 HV9285  ELLIP H (04/28/99)   60.57   (m)                       GP(       ) 3 1
 HV9285  NAD 83(1993)-  38 57 44.87589(N)    077 26 31.56338(W) AD(       ) 2
 HV9285  NAD 83(1993)-  38 57 44.87599(N)    077 26 31.57121(W) AD(       ) 2
 HV9285  NGVD 29 (05/28/93)   92.7    (m)          304.     (f) GPS OBS        
 HV9285
 HV9285.Superseded values are not recommended for survey control.
 HV9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9285.See file dsdata.txt to determine how the superseded data were derived.
 HV9285
 HV9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8840915448(NAD 83)
 HV9285_MARKER: DD = SURVEY DISK
 HV9285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9285_SP_SET: ON BRIDGE IN CONC OF STORM INLET
 HV9285_STAMPING: 9006 MWAA GPS 1992
 HV9285_MARK LOGO: MWAA  
 HV9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9285+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9285
 HV9285  HISTORY     - Date     Condition        Report By
 HV9285  HISTORY     - 1992     MONUMENTED       LOWE
 HV9285  HISTORY     - 19960624 GOOD             DEWDAV
 HV9285
 HV9285                          STATION DESCRIPTION
 HV9285
 HV9285'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9285'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF SR. 28 AND
 HV9285'THE AIRPORT TERMINAL ROAD GO WEST 1.15 MILES TO THE FIRST EXIT, TURN
 HV9285'RIGHT, (WEST SERVICE ROAD), AND GO 0.25 MILES TO A FOUR-WAY
 HV9285'INTERSECTION, TURN RIGHT AND GO 0.35 MILES TO A FORK, BEAR RIGHT, AND
 HV9285'GO 0.45 MILES TO THE STAION AT THE SOUTH WEST SIDE FO THE BRIDGE. THE
 HV9285'STATION IS SET IN A DRILL HOLE IN CONCRETE SURROUNDING A STORM DRAIN
 HV9285'GRATE INLET.  THE STATION IS 41.2 FEET SOUTHEAST OF A LIGHT STAND, AND
 HV9285'5.8 FEET NORTHWEST OF BRIDGE ABUTMENT.
 HV9285
 HV9285                          STATION RECOVERY (1996)
 HV9285
 HV9285'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9285'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 HV9285'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 HV9285'ACCESS HIGHWAY, PROCEED WEST ON THE ACCESS HIGHWAY 1.1 MILES TO THE
 HV9285'AIRPORT SERVICES EXIT (MARRIOTT HOTEL ON RIGHT) .  TURN RIGHT ONTO THE
 HV9285'WEST SERVICE ROAD AND GO 0.25 MILESTO A 4-WAY INTERSECTION.  TURN
 HV9285'RIGHT ONTO THE NORTH SERVICE ROAD AND GO 0.35 MILE TO THE ROAD LEADING
 HV9285'BACK TO THE HIGHWAY FROM THE ECONOMY PARKING LOTS (BLUE AND GREEN) .
 HV9285'TURN RIGHT, AND GO 0.45 MILES TO THE STATION AT THE NORTHWEST SIDE OF
 HV9285'THE BRIDGE LEADING EAST OVER THE DULLES AIRPORT ACCESS HIGHWAY.  THE
 HV9285'STATION IS SET IN A DRILL HOLE IN CONCRETE SURROUNDING A STORM DRAIN
 HV9285'GRATE INLET.  THE STATION IS 41.2 FEET SOUTHEAST OF A LIGHT STAND, AND
 HV9285'5.8 FEETNORTHWEST OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9283 ***********************************************************************
 HV9283  DESIGNATION -  9007 MWAA GPS
 HV9283  PID         -  HV9283
 HV9283  STATE/COUNTY-  VA/FAIRFAX
 HV9283  USGS QUAD   -  HERNDON (1994)
 HV9283
 HV9283                         *CURRENT SURVEY CONTROL
 HV9283  ___________________________________________________________________
 HV9283* NAD 83(1993)-  38 57 29.19263(N)    077 26 38.38789(W)     ADJUSTED  
 HV9283* NAVD 88     -        88.4    (meters)     290.     (feet)  GPS OBS   
 HV9283  ___________________________________________________________________
 HV9283  X           -   1,079,642.011 (meters)                     COMP
 HV9283  Y           -  -4,847,522.567 (meters)                     COMP
 HV9283  Z           -   3,988,737.321 (meters)                     COMP
 HV9283  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 HV9283  ELLIP HEIGHT-          56.47  (meters)          (06/14/02) GPS OBS
 HV9283  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV9283
 HV9283  HORZ ORDER  -  FIRST
 HV9283  ELLP ORDER  -  FOURTH    CLASS I
 HV9283
 HV9283.The horizontal coordinates were established by GPS observations
 HV9283.and adjusted by the National Geodetic Survey in April 1999..
 HV9283
 HV9283.The orthometric height was determined by GPS observations and a
 HV9283.high-resolution geoid model.
 HV9283
 HV9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9283
 HV9283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9283
 HV9283.The ellipsoidal height was determined by GPS observations
 HV9283.and is referenced to NAD 83.
 HV9283
 HV9283.The geoid height was determined by GEOID03.
 HV9283
 HV9283;                    North         East     Units Scale Factor Converg.
 HV9283;SPC VA N     - 2,143,877.265 3,591,526.561   MT  0.99996601   +0 39 32.7
 HV9283;SPC VA N     - 7,033,703.99 11,783,200.06   sFT  0.99996601   +0 39 32.7
 HV9283;UTM  18      - 4,314,968.680   288,231.726   MT  1.00015224   -1 32 14.1
 HV9283
 HV9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9283!SPC VA N     -   0.99999114  x   0.99996601  =   0.99995715
 HV9283!UTM  18      -   0.99999114  x   1.00015224  =   1.00014338
 HV9283
 HV9283:                Primary Azimuth Mark                     Grid Az
 HV9283:SPC VA N     -  9006 MWAA GPS                            018 05 48.2
 HV9283:UTM  18      -  9006 MWAA GPS                            020 17 35.0
 HV9283
 HV9283|---------------------------------------------------------------------|
 HV9283| PID    Reference Object                     Distance      Geod. Az  |
 HV9283|                                                           dddmmss.s |
 HV9283| HV9285 9006 MWAA GPS                       APPROX. 0.5 KM 0184520.9 |
 HV9283| HV9287 9008 MWAA GPS                       314.227 METERS 18908     |
 HV9283|---------------------------------------------------------------------|
 HV9283
 HV9283                          SUPERSEDED SURVEY CONTROL
 HV9283
 HV9283  ELLIP H (04/28/99)   56.47   (m)                       GP(       ) 3 1
 HV9283  NAD 83(1993)-  38 57 29.19167(N)    077 26 38.38554(W) AD(       ) 2
 HV9283  NAD 83(1993)-  38 57 29.19174(N)    077 26 38.39337(W) AD(       ) 2
 HV9283  NGVD 29 (05/28/93)   88.5    (m)          290.     (f) GPS OBS        
 HV9283
 HV9283.Superseded values are not recommended for survey control.
 HV9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9283.See file dsdata.txt to determine how the superseded data were derived.
 HV9283
 HV9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8823214969(NAD 83)
 HV9283_MARKER: DD = SURVEY DISK
 HV9283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9283_SP_SET: SET IN BRIDGE ABUTMENT
 HV9283_STAMPING: 9007 MWAA GPS 1992
 HV9283_MARK LOGO: MWAA  
 HV9283_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9283+STABILITY: SURFACE MOTION
 HV9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9283+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9283
 HV9283  HISTORY     - Date     Condition        Report By
 HV9283  HISTORY     - 1992     MONUMENTED       LOWE
 HV9283  HISTORY     - 19960624 GOOD             DEWDAV
 HV9283
 HV9283                          STATION DESCRIPTION
 HV9283
 HV9283'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9283'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9283'THE AIRPORT TERMINAL ROAD.  GO WEST 1.15 MILES TO THE FIRST EXIT, TURN
 HV9283'LEFT  (WEST SERVICE ROAD) AND GO 0.05 MILES TO THE STATION ON THE
 HV9283'NORTH-EAST SIDE OF THE BRIDGE.  THE STATION IS SET IN A DRILL HOLE IN
 HV9283'THE ABUTMENT OF THE BRIDGE 17.5 FEET SOUTHWEST OF A VALVE COVE 42.4
 HV9283'FEET NORTH WEST OF A LIGHT STAND, AND 15.5 FEET NORTH OF THE
 HV9283'CENTERLINE OF THE ROAD.
 HV9283
 HV9283                          STATION RECOVERY (1996)
 HV9283
 HV9283'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9283'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 HV9283'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 HV9283'ACCESS HIGHWAY, PROCEED WEST FOR 1.1 MILESTO THE AIRPORT SERVICES
 HV9283'EXIT.  INSTEAD OF TURNING RIGHT TOWARD THE MARRIOTT HOTEL, HOWEVER,
 HV9283'TURN LEFT ONTO THE EAST SERVICE ROAD AND PROCEED 0.05 MILESOVER THE
 HV9283'BRIDGE CROSSING THE DULLES AIRPORT ACCESS HIGHWAY TO THE STATION ON
 HV9283'THE NORTHEAST SIDE OF THE BRIDGE.  THE STATION IS SET IN A DRILL HOLE
 HV9283'IN THE ABUTMENT OF THE BRIDGE, 17.5 FEETSOUTHWEST OF A VALVE COVER,
 HV9283'42.4 FEETNORTHWEST OF A LIGHT STAND, AND 15.5 FEETNORTH OF THE
 HV9283'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9287 ***********************************************************************
 HV9287  DESIGNATION -  9008 MWAA GPS
 HV9287  PID         -  HV9287
 HV9287  STATE/COUNTY-  VA/FAIRFAX
 HV9287  USGS QUAD   -  HERNDON (1994)
 HV9287
 HV9287                         *CURRENT SURVEY CONTROL
 HV9287  ___________________________________________________________________
 HV9287* NAD 83(1993)-  38 57 19.13191(N)    077 26 40.45870(W)     ADJUSTED  
 HV9287* NAVD 88     -        87.4    (meters)     287.     (feet)  GPS OBS   
 HV9287  ___________________________________________________________________
 HV9287  X           -   1,079,635.591 (meters)                     COMP
 HV9287  Y           -  -4,847,723.099 (meters)                     COMP
 HV9287  Z           -   3,988,495.480 (meters)                     COMP
 HV9287  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 HV9287  ELLIP HEIGHT-          55.54  (meters)          (06/14/02) GPS OBS
 HV9287  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV9287
 HV9287  HORZ ORDER  -  FIRST
 HV9287  ELLP ORDER  -  FOURTH    CLASS I
 HV9287
 HV9287.The horizontal coordinates were established by GPS observations
 HV9287.and adjusted by the National Geodetic Survey in April 1999..
 HV9287
 HV9287.The orthometric height was determined by GPS observations and a
 HV9287.high-resolution geoid model.
 HV9287
 HV9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9287
 HV9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9287
 HV9287.The ellipsoidal height was determined by GPS observations
 HV9287.and is referenced to NAD 83.
 HV9287
 HV9287.The geoid height was determined by GEOID03.
 HV9287
 HV9287;                    North         East     Units Scale Factor Converg.
 HV9287;SPC VA N     - 2,143,566.476 3,591,480.274   MT  0.99996573   +0 39 31.4
 HV9287;SPC VA N     - 7,032,684.35 11,783,048.20   sFT  0.99996573   +0 39 31.4
 HV9287;UTM  18      - 4,314,659.836   288,173.551   MT  1.00015255   -1 32 15.0
 HV9287
 HV9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9287!SPC VA N     -   0.99999129  x   0.99996573  =   0.99995702
 HV9287!UTM  18      -   0.99999129  x   1.00015255  =   1.00014383
 HV9287
 HV9287|---------------------------------------------------------------------|
 HV9287| PID    Reference Object                     Distance      Geod. Az  |
 HV9287|                                                           dddmmss.s |
 HV9287| HV9283 9007 MWAA GPS                       314.227 METERS 00908     |
 HV9287|---------------------------------------------------------------------|
 HV9287
 HV9287                          SUPERSEDED SURVEY CONTROL
 HV9287
 HV9287  ELLIP H (04/28/99)   55.55   (m)                       GP(       ) 3 1
 HV9287  NAD 83(1993)-  38 57 19.13065(N)    077 26 40.45597(W) AD(       ) 2
 HV9287  NAD 83(1993)-  38 57 19.13070(N)    077 26 40.46381(W) AD(       ) 2
 HV9287  NGVD 29 (05/28/93)   87.6    (m)          287.     (f) GPS OBS        
 HV9287
 HV9287.Superseded values are not recommended for survey control.
 HV9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9287.See file dsdata.txt to determine how the superseded data were derived.
 HV9287
 HV9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8817414660(NAD 83)
 HV9287_MARKER: DD = SURVEY DISK
 HV9287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9287_SP_SET: SET IN BRIDGE ABUTMENT
 HV9287_STAMPING: 9008 MWAA GPS 1992
 HV9287_MARK LOGO: MWAA  
 HV9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9287+STABILITY: SURFACE MOTION
 HV9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9287+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9287
 HV9287  HISTORY     - Date     Condition        Report By
 HV9287  HISTORY     - 1992     MONUMENTED       LOWE
 HV9287  HISTORY     - 19960624 GOOD             DEWDAV
 HV9287
 HV9287                          STATION DESCRIPTION
 HV9287
 HV9287'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9287'AT DULLES INTERNATIONAL AIRPORT,  FROM THE INTERSECTION OF SR. 28 AND
 HV9287'THE AIRPORT TERMINAL ROAD, GO WEST ON TERMINAL ROAD 1.8 MILES AROUND
 HV9287'TO THE FRONT OF THE AIRPORT TERMINAL AND BACK OUT ON THE DEPARTURE
 HV9287'ROAD, TO A Y IN THE ROAD.  BEAR LEFT OVER THE BRIDGE TO THE STATION ON
 HV9287'THE RIGHT.  THE STATION IS SET IN THE BRIDGE ABUTMENT 10.0 FT
 HV9287'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 0.45 FT SOUTHWEST OF THE
 HV9287'CORNER OF THE BRIDGE ABUTMENT.
 HV9287
 HV9287                          STATION RECOVERY (1996)
 HV9287
 HV9287'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9287'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 HV9287'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 HV9287'ACCESS HIGHWAY, PROCEED WEST ON THE ACCESS HIGHWAY 1.8 MILESAROUND TO
 HV9287'THE FRONT OF THE MAIN AIRPORT TERMINAL AND BACK OUT ON THE DEPARTURE
 HV9287'ROAD TO A Y IN THE ROAD.  BEAR LEFT OVER THE BRIDGE TO THE STATION ON
 HV9287'THE RIGHT.  TRAVELING FROM THE AIRPORT, THE STATION IS SET IN A BRIDGE
 HV9287'ABUTMENT 10.0 FEET TO THE RIGHT OF THE CENTERLINE OF THE ROAD AND 0.45
 HV9287'FEETSOUTHWEST OF THE CORNER OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9288 ***********************************************************************
 HV9288  DESIGNATION -  9009 MWAA GPS
 HV9288  PID         -  HV9288
 HV9288  STATE/COUNTY-  VA/FAIRFAX
 HV9288  USGS QUAD   -  HERNDON (1994)
 HV9288
 HV9288                         *CURRENT SURVEY CONTROL
 HV9288  ___________________________________________________________________
 HV9288* NAD 83(1993)-  38 57 19.23502(N)    077 27 03.82301(W)     ADJUSTED  
 HV9288* NAVD 88     -        87.7    (meters)     288.     (feet)  GPS OBS   
 HV9288  ___________________________________________________________________
 HV9288  X           -   1,079,086.070 (meters)                     COMP
 HV9288  Y           -  -4,847,843.585 (meters)                     COMP
 HV9288  Z           -   3,988,498.098 (meters)                     COMP
 HV9288  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 HV9288  ELLIP HEIGHT-          55.77  (meters)          (06/14/02) GPS OBS
 HV9288  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV9288
 HV9288  HORZ ORDER  -  FIRST
 HV9288  ELLP ORDER  -  FOURTH    CLASS I
 HV9288
 HV9288.The horizontal coordinates were established by GPS observations
 HV9288.and adjusted by the National Geodetic Survey in April 1999..
 HV9288
 HV9288.The orthometric height was determined by GPS observations and a
 HV9288.high-resolution geoid model.
 HV9288
 HV9288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9288
 HV9288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9288
 HV9288.The ellipsoidal height was determined by GPS observations
 HV9288.and is referenced to NAD 83.
 HV9288
 HV9288.The geoid height was determined by GEOID03.
 HV9288
 HV9288;                    North         East     Units Scale Factor Converg.
 HV9288;SPC VA N     - 2,143,563.208 3,590,917.727   MT  0.99996573   +0 39 16.8
 HV9288;SPC VA N     - 7,032,673.62 11,781,202.58   sFT  0.99996573   +0 39 16.8
 HV9288;UTM  18      - 4,314,678.132   287,611.187   MT  1.00015549   -1 32 29.7
 HV9288
 HV9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9288!SPC VA N     -   0.99999125  x   0.99996573  =   0.99995698
 HV9288!UTM  18      -   0.99999125  x   1.00015549  =   1.00014674
 HV9288
 HV9288|---------------------------------------------------------------------|
 HV9288| PID    Reference Object                     Distance      Geod. Az  |
 HV9288|                                                           dddmmss.s |
 HV9288| HV9286 9004 MWAA GPS                       279.431 METERS 02234     |
 HV9288|---------------------------------------------------------------------|
 HV9288
 HV9288                          SUPERSEDED SURVEY CONTROL
 HV9288
 HV9288  ELLIP H (04/28/99)   55.75   (m)                       GP(       ) 3 1
 HV9288  NAD 83(1993)-  38 57 19.23407(N)    077 27 03.82034(W) AD(       ) 2
 HV9288  NAD 83(1993)-  38 57 19.23421(N)    077 27 03.82815(W) AD(       ) 2
 HV9288  NGVD 29 (05/28/93)   87.8    (m)          288.     (f) GPS OBS        
 HV9288
 HV9288.Superseded values are not recommended for survey control.
 HV9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9288.See file dsdata.txt to determine how the superseded data were derived.
 HV9288
 HV9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8761114678(NAD 83)
 HV9288_MARKER: DD = SURVEY DISK
 HV9288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV9288_SP_SET: SET IN DRILL HOLE IN TOP OF CURB
 HV9288_STAMPING: 9009 MWAA GPS 1992
 HV9288_MARK LOGO: MWAA  
 HV9288_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9288+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9288
 HV9288  HISTORY     - Date     Condition        Report By
 HV9288  HISTORY     - 1992     MONUMENTED       LOWE
 HV9288  HISTORY     - 19960624 GOOD             DEWDAV
 HV9288
 HV9288                          STATION DESCRIPTION
 HV9288
 HV9288'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9288'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9288'THE AIRPORT TERMINAL ROAD, GO WEST ON TERMINAL ROAD 1.6 MILES TO A Y
 HV9288'INTERSECTION IN ROAD AND THE STATION.  THE STATION IS IN THE POINT
 HV9288'MADE BY THE CURBING IN THE Y.  THE STATION IS SET IN A DRILL HOLE SET
 HV9288'IN THE TOP OF THE CURB 23.3 FEET NORTHEAST OF A WRONG WAY SIG 70.65
 HV9288'FEET NORTHEAST OF AN AIRPORT INFO SIGN, AND 14.8 FEET NORTHWEST OF THE
 HV9288'CENTERLINE OF THE ROAD (SOUTH).
 HV9288
 HV9288                          STATION RECOVERY (1996)
 HV9288
 HV9288'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9288'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 HV9288'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND THE DULLES AIRPORT
 HV9288'ACCESS HIGHWAY, PROCEED WEST ON THE ACCESS HIGHWAY 1.6 MILESTO A Y
 HV9288'JUST PRIOR TO CURVING LEFT TO CIRCLE IN FRONT OF THE AIRPORT MAIN
 HV9288'TERMINAL.  THE STATION IS IN THE POINT MADE BY THE CURBING IN THE Y.
 HV9288'THE STATION IS SET IN A DRILL HOLE SET IN THE TOP OF THE CURB, 23.3
 HV9288'FEET NORTHEAST OF A WRONG WAY SIGN, 70.65 FEET NORTHEAST OF AIRPORT
 HV9288'INFORMATION SIGN, AND 14.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 HV9288'ROAD CURVING TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9290 ***********************************************************************
 HV9290  DESIGNATION -  9011 MWAA GPS
 HV9290  PID         -  HV9290
 HV9290  STATE/COUNTY-  VA/FAIRFAX
 HV9290  USGS QUAD   -  HERNDON (1994)
 HV9290
 HV9290                         *CURRENT SURVEY CONTROL
 HV9290  ___________________________________________________________________
 HV9290* NAD 83(1993)-  38 57 02.51720(N)    077 27 07.57553(W)     ADJUSTED  
 HV9290* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 HV9290  ___________________________________________________________________
 HV9290  X           -   1,079,068.222 (meters)                     COMP
 HV9290  Y           -  -4,848,179.281 (meters)                     COMP
 HV9290  Z           -   3,988,096.932 (meters)                     COMP
 HV9290  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 HV9290  ELLIP HEIGHT-          55.37  (meters)          (06/14/02) GPS OBS
 HV9290  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV9290
 HV9290  HORZ ORDER  -  FIRST
 HV9290  ELLP ORDER  -  FOURTH    CLASS I
 HV9290
 HV9290.The horizontal coordinates were established by GPS observations
 HV9290.and adjusted by the National Geodetic Survey in April 1999..
 HV9290
 HV9290.The orthometric height was determined by GPS observations and a
 HV9290.high-resolution geoid model.
 HV9290
 HV9290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9290
 HV9290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9290
 HV9290.The ellipsoidal height was determined by GPS observations
 HV9290.and is referenced to NAD 83.
 HV9290
 HV9290.The geoid height was determined by GEOID03.
 HV9290
 HV9290;                    North         East     Units Scale Factor Converg.
 HV9290;SPC VA N     - 2,143,046.694 3,590,833.267   MT  0.99996525   +0 39 14.4
 HV9290;SPC VA N     - 7,030,979.03 11,780,925.48   sFT  0.99996525   +0 39 14.4
 HV9290;UTM  18      - 4,314,165.136   287,506.976   MT  1.00015603   -1 32 31.5
 HV9290
 HV9290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9290!SPC VA N     -   0.99999131  x   0.99996525  =   0.99995656
 HV9290!UTM  18      -   0.99999131  x   1.00015603  =   1.00014734
 HV9290
 HV9290|---------------------------------------------------------------------|
 HV9290| PID    Reference Object                     Distance      Geod. Az  |
 HV9290|                                                           dddmmss.s |
 HV9290| AH9016 9041 MWAA GPS                       273.620 METERS 01430     |
 HV9290| HV9289 9010 MWAA GPS                       280.509 METERS 01700     |
 HV9290|---------------------------------------------------------------------|
 HV9290
 HV9290                          SUPERSEDED SURVEY CONTROL
 HV9290
 HV9290  ELLIP H (04/28/99)   55.38   (m)                       GP(       ) 3 1
 HV9290  NAD 83(1993)-  38 57 02.51634(N)    077 27 07.57264(W) AD(       ) 2
 HV9290  NAD 83(1993)-  38 57 02.51661(N)    077 27 07.58037(W) AD(       ) 2
 HV9290  NGVD 29 (05/28/93)   87.4    (m)          287.     (f) GPS OBS        
 HV9290
 HV9290.Superseded values are not recommended for survey control.
 HV9290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9290.See file dsdata.txt to determine how the superseded data were derived.
 HV9290
 HV9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8750714165(NAD 83)
 HV9290_MARKER: DD = SURVEY DISK
 HV9290_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV9290_SP_SET: SET IN EDGE OF CONC. EMGCY. ROAD
 HV9290_STAMPING: 9011 MWAA GPS 1992
 HV9290_MARK LOGO: MWAA  
 HV9290_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9290+STABILITY: SURFACE MOTION
 HV9290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9290+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9290
 HV9290  HISTORY     - Date     Condition        Report By
 HV9290  HISTORY     - 1992     MONUMENTED       LOWE
 HV9290  HISTORY     - 19960624 GOOD             DEWDAV
 HV9290
 HV9290                          STATION DESCRIPTION
 HV9290
 HV9290'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9290'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF SR. 28 AND
 HV9290'THE AIRPORT TERMINAL ROAD, GO 1.15 MILES TO THE FIRST EXIT, TURN RIGHT
 HV9290'AND GO 0.75 MILES TO A T INTERSECTION, TURN RIGHT AND GO 0.05 MILES TO
 HV9290'GATE 38.  CONTINUE THROUGH GATE 0.05 MILES TO A ROAD LEFT. TURN LEFT
 HV9290'(SOUTH) AND FOLLOW ROAD 0.25 MILES TO AN INTERSECTION WITH AN
 HV9290'EMERGENCY ROAD (CONCRETE).  TURN RIGHT ON EMERGENCY ROAD 0.075 MILES
 HV9290'TO THE STATION ON THE RIGHT.  THE STATION IS SET IN A HOLE DRILLED
 HV9290'INTO THE CONCRETE ON THE EDGE OF THE EMERGENCY ROAD 126.65 FEET
 HV9290'SOUTHWEST OF SIGN (AIRCRAFT HAVE ROW), AND 116.55 FEET WEST OF SIGN
 HV9290'(AIRCRAFT HAVE ROW).  BOTH SIGNS SIT ON CONCRETE PADS.
 HV9290
 HV9290                          STATION RECOVERY (1996)
 HV9290
 HV9290'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9290'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.
 HV9290'ENTER GATE 38 AND PROCEED WEST FOR 0.05 MILES.TURN LEFT (SOUTH) AND
 HV9290'LEFT (EAST) FOR 0.25 MILESTO AN INTERSECTION WITH AN EMERGENCY ROAD.
 HV9290'TURN RIGHT ONTO THIS EMERGENCY ROAD, USED BY MOBILE LOUNGES TO
 HV9290'TRANSPORT PASSENGERS BETWEEN THE MAIN TERMINAL AND CONCOURSE D
 HV9290'(MID-FIELD) , AND PROCEED 0.075 MILESTO THE STATION ON THE RIGHT. THE
 HV9290'STATION IS SET IN A HOLE DRILLED INTO THE CONCRETE ON THE EDGE OF THE
 HV9290'EMERGENCY ROAD.  THE STATION IS 126.65 FEETSOUTHWEST OF A SIGN SAYING
 HV9290'AIRCRAFT HAVE RIGHT OF WAY, AND 116.55 FEETWEST OF ANOTHER SIGN WITH
 HV9290'THE SAME MESSAGE.  BOTH SIGNS SIT ON CONCRETE PADS.  THE MONUMENT IS
 HV9290'438 FEET SOUTH OF THE SOUTHWEST CORNER OF A FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9291 ***********************************************************************
 HV9291  DESIGNATION -  9012 MWAA GPS
 HV9291  PID         -  HV9291
 HV9291  STATE/COUNTY-  VA/FAIRFAX
 HV9291  USGS QUAD   -  HERNDON (1994)
 HV9291
 HV9291                         *CURRENT SURVEY CONTROL
 HV9291  ___________________________________________________________________
 HV9291* NAD 83(1993)-  38 57 04.68766(N)    077 26 26.44337(W)     ADJUSTED  
 HV9291* NAVD 88     -        88.7    (meters)     291.     (feet)  GPS OBS   
 HV9291  ___________________________________________________________________
 HV9291  X           -   1,080,026.085 (meters)                     COMP
 HV9291  Y           -  -4,847,924.003 (meters)                     COMP
 HV9291  Z           -   3,988,149.870 (meters)                     COMP
 HV9291  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 HV9291  ELLIP HEIGHT-          56.78  (meters)          (06/14/02) GPS OBS
 HV9291  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV9291
 HV9291  HORZ ORDER  -  FIRST
 HV9291  ELLP ORDER  -  FOURTH    CLASS I
 HV9291
 HV9291.The horizontal coordinates were established by GPS observations
 HV9291.and adjusted by the National Geodetic Survey in April 1999..
 HV9291
 HV9291.The orthometric height was determined by GPS observations and a
 HV9291.high-resolution geoid model.
 HV9291
 HV9291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9291
 HV9291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9291
 HV9291.The ellipsoidal height was determined by GPS observations
 HV9291.and is referenced to NAD 83.
 HV9291
 HV9291.The geoid height was determined by GEOID03.
 HV9291
 HV9291;                    North         East     Units Scale Factor Converg.
 HV9291;SPC VA N     - 2,143,124.985 3,591,822.840   MT  0.99996532   +0 39 40.1
 HV9291;SPC VA N     - 7,031,235.89 11,784,172.10   sFT  0.99996532   +0 39 40.1
 HV9291;UTM  18      - 4,314,205.457   288,499.009   MT  1.00015085   -1 32 05.7
 HV9291
 HV9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9291!SPC VA N     -   0.99999109  x   0.99996532  =   0.99995641
 HV9291!UTM  18      -   0.99999109  x   1.00015085  =   1.00014194
 HV9291
 HV9291:                Primary Azimuth Mark                     Grid Az
 HV9291:SPC VA N     -  9042 MWAA GPS                            295 18 16.7
 HV9291:UTM  18      -  9042 MWAA GPS                            297 30 02.5
 HV9291
 HV9291|---------------------------------------------------------------------|
 HV9291| PID    Reference Object                     Distance      Geod. Az  |
 HV9291|                                                           dddmmss.s |
 HV9291| AH9017 9042 MWAA GPS                       440.817 METERS 2955756.8 |
 HV9291|---------------------------------------------------------------------|
 HV9291
 HV9291                          SUPERSEDED SURVEY CONTROL
 HV9291
 HV9291  ELLIP H (04/28/99)   56.78   (m)                       GP(       ) 3 1
 HV9291  NAD 83(1993)-  38 57 04.68671(N)    077 26 26.44098(W) AD(       ) 2
 HV9291  NAD 83(1993)-  38 57 04.68684(N)    077 26 26.44878(W) AD(       ) 2
 HV9291  NGVD 29 (05/28/93)   88.8    (m)          291.     (f) GPS OBS        
 HV9291
 HV9291.Superseded values are not recommended for survey control.
 HV9291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9291.See file dsdata.txt to determine how the superseded data were derived.
 HV9291
 HV9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8849914205(NAD 83)
 HV9291_MARKER: DD = SURVEY DISK
 HV9291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV9291_SP_SET: SET IN PRECAST CONC. FOR MANHOLE
 HV9291_STAMPING: 9012 MWAA GPS 1992
 HV9291_MARK LOGO: MWAA  
 HV9291_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9291+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9291
 HV9291  HISTORY     - Date     Condition        Report By
 HV9291  HISTORY     - 1992     MONUMENTED       LOWE
 HV9291  HISTORY     - 19960624 GOOD             DEWDAV
 HV9291
 HV9291                          STATION DESCRIPTION
 HV9291
 HV9291'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9291'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9291'THE AIRPORT TERMINAL ROAD, GO WEST 1.15 MILES TO THE FIRST EXIT. TURN
 HV9291'RIGHT AND GO 0.75 MILES TO A T INTERSECTION, TURN RIGHT AND GO 0.05
 HV9291'MILES TO GATE 38.  PROCEED THROUGH GATE 0.05 MILES TO A ROAD LEFT,
 HV9291'FOLLOW ROAD FOR 0.2 MILES TO TAXI WAY INTERSECTION, TURN RIGHT THEN
 HV9291'LEFT AT FIRST INTERSECTION, CONTINUE 0.35 MILES TO ANOTHER
 HV9291'INTERSECTION TURN LEFT THEN RIGHT A FIRST INTERSECTION.  CONTINUE 0.2
 HV9291'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 100 FEET SOUTH
 HV9291'THE PAVEMENT BETWEEN TAXI-WAY T-1 AND A CONCRETE SERVICE ROAD AND
 HV9291'108.0 FEET WEST OF A TAXI-WAY SIGN (E-2).
 HV9291
 HV9291                          STATION RECOVERY (1996)
 HV9291
 HV9291'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9291'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9291'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9291'AIRPORT ACCESS HIGHWAY, TAKE THE AIRPORT SERVICES EXIT, AND TURN LEFT
 HV9291'ONTO THE EAST SERVICE ROAD.  FOLLOW THE ROAD EAST AND THEN SOUTH PAST
 HV9291'THE PARSONS MANAGEMENT CONSULTANTS OFFICES ON THE RIGHT.  AT THE T,
 HV9291'TURN RIGHT AND THEN LEFT, THROUGH GATE 34 FOR 0.05 MILES.TURN LEFT AND
 HV9291'PROCEED EAST FOR 1/4 MILE TO THE STATION ON THE RIGHT, OPPOSITE OGDEN
 HV9291'AVIATIONS FUELING FACILITY.  THE STATION IS IN THE GRASSY AREA NORTH
 HV9291'OF TAXIWAY A AND WEST OF TAXIWAY J.  THE STATION IS IN THE NORTHEAST
 HV9291'CORNER OF AN FAA MANHOLE, 63 FEETNORTH OF TAXIWAY A, AND 134 FEETWEST
 HV9291'OF THE NORTHWEST CORNER OF A CONCRETE PAD FOR A SIGN DESIGNATING
 HV9291'TAXIWAYS A AND J WITH RIGHT AND LEFT ARROWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9292 ***********************************************************************
 HV9292  DESIGNATION -  9013 MWAA GPS
 HV9292  PID         -  HV9292
 HV9292  STATE/COUNTY-  VA/FAIRFAX
 HV9292  USGS QUAD   -  HERNDON (1994)
 HV9292
 HV9292                         *CURRENT SURVEY CONTROL
 HV9292  ___________________________________________________________________
 HV9292* NAD 83(1993)-  38 56 37.84324(N)    077 27 05.48178(W)     ADJUSTED  
 HV9292* NAVD 88     -        88.2    (meters)     289.     (feet)  GPS OBS   
 HV9292  ___________________________________________________________________
 HV9292  X           -   1,079,221.519 (meters)                     COMP
 HV9292  Y           -  -4,848,635.951 (meters)                     COMP
 HV9292  Z           -   3,987,505.794 (meters)                     COMP
 HV9292  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 HV9292  ELLIP HEIGHT-          56.36  (meters)          (06/14/02) GPS OBS
 HV9292  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV9292
 HV9292  HORZ ORDER  -  FIRST
 HV9292  ELLP ORDER  -  FOURTH    CLASS I
 HV9292
 HV9292.The horizontal coordinates were established by GPS observations
 HV9292.and adjusted by the National Geodetic Survey in April 1999..
 HV9292
 HV9292.The orthometric height was determined by GPS observations and a
 HV9292.high-resolution geoid model.
 HV9292
 HV9292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9292
 HV9292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9292
 HV9292.The ellipsoidal height was determined by GPS observations
 HV9292.and is referenced to NAD 83.
 HV9292
 HV9292.The geoid height was determined by GEOID03.
 HV9292
 HV9292;                    North         East     Units Scale Factor Converg.
 HV9292;SPC VA N     - 2,142,286.466 3,590,892.368   MT  0.99996457   +0 39 15.7
 HV9292;SPC VA N     - 7,028,484.85 11,781,119.38   sFT  0.99996457   +0 39 15.7
 HV9292;UTM  18      - 4,313,403.056   287,536.909   MT  1.00015588   -1 32 29.4
 HV9292
 HV9292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9292!SPC VA N     -   0.99999116  x   0.99996457  =   0.99995573
 HV9292!UTM  18      -   0.99999116  x   1.00015588  =   1.00014704
 HV9292
 HV9292                          SUPERSEDED SURVEY CONTROL
 HV9292
 HV9292  ELLIP H (04/28/99)   56.36   (m)                       GP(       ) 3 1
 HV9292  NAD 83(1993)-  38 56 37.84212(N)    077 27 05.47927(W) AD(       ) 2
 HV9292  NAD 83(1993)-  38 56 37.84251(N)    077 27 05.48697(W) AD(       ) 2
 HV9292  NGVD 29 (05/28/93)   88.4    (m)          290.     (f) GPS OBS        
 HV9292
 HV9292.Superseded values are not recommended for survey control.
 HV9292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9292.See file dsdata.txt to determine how the superseded data were derived.
 HV9292
 HV9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8753713403(NAD 83)
 HV9292_MARKER: DD = SURVEY DISK
 HV9292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV9292_SP_SET: SET IN DRILL HOLE IN CONC. DITCH
 HV9292_STAMPING: 9013 MWAA GPS 1992
 HV9292_MARK LOGO: MWAA  
 HV9292_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9292+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9292
 HV9292  HISTORY     - Date     Condition        Report By
 HV9292  HISTORY     - 1992     MONUMENTED       LOWE
 HV9292  HISTORY     - 19960624 GOOD             DEWDAV
 HV9292
 HV9292                          STATION DESCRIPTION
 HV9292
 HV9292'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9292'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9292'THE AIRPORT TERMINAL ROAD, GO SOUTH ON S.R. 28 3.1 MILES TO A
 HV9292'PAVED ROAD ON THE RIGHT (WEST).  GO WEST 1.4 MILES (PAST GUARD
 HV9292'HOUSE) 1.4 MILES TO A FORK IN THE ROAD,  GO NORTH AT FORK 1 MILE
 HV9292'TO A GATE.  CONTINUE THROUGH GATE AND TURN LEFT ON FIRST TAXIWAY.
 HV9292'FOLLOW TAXI-WAY WEST 0.25 MILES TO THE STATION ON THE LEFT.  THE
 HV9292'STATION IS SET IN A DRILL HOLE IN THE CONCRETE FLUME 6.0 FEET WEST OF
 HV9292'GRATE INLET, 59.2 FEET EAST OF AN IRON PIPE (CULVERT), AND 62.5 FEET
 HV9292'NORTHEAST OF A LIGHT STAND.
 HV9292
 HV9292                          STATION RECOVERY (1996)
 HV9292
 HV9292'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9292'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9292'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9292'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9292'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9292'MILESTO A FORK IN THE ROAD.  TURN RIGHT (NORTH) ONTO THE SOUTH SERVICE
 HV9292'ROAD FOR 1 MILETO A GATE.  PROCEED THROUGH THE GATE AND TURN LEFT AT
 HV9292'TAXIWAY E FOR 1/4 MILE TO THE STATION ON THE LEFT.  THE STATION IS SET
 HV9292'IN A DRILL HOLE IN THE CONCRETE FLUME (DRAINAGE DITCH) 6.0 FEETWEST OF
 HV9292'A GRATE INLET, 59.2 FEET EAST OF AN IRON PIPE CULVERT. IT IS LOCATED
 HV9292'BETWEEN TWO ASPHALT ROADS LEADING TO AN AREA FOR BAGGAGE CARTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9293 ***********************************************************************
 HV9293  DESIGNATION -  9014 MWAA GPS
 HV9293  PID         -  HV9293
 HV9293  STATE/COUNTY-  VA/FAIRFAX
 HV9293  USGS QUAD   -  HERNDON (1994)
 HV9293
 HV9293                         *CURRENT SURVEY CONTROL
 HV9293  ___________________________________________________________________
 HV9293* NAD 83(1993)-  38 56 37.38476(N)    077 26 30.23528(W)     ADJUSTED  
 HV9293* NAVD 88     -        90.2    (meters)     296.     (feet)  GPS OBS   
 HV9293  ___________________________________________________________________
 HV9293  X           -   1,080,052.305 (meters)                     COMP
 HV9293  Y           -  -4,848,461.640 (meters)                     COMP
 HV9293  Z           -   3,987,496.042 (meters)                     COMP
 HV9293  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 HV9293  ELLIP HEIGHT-          58.34  (meters)          (06/14/02) GPS OBS
 HV9293  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV9293
 HV9293  HORZ ORDER  -  FIRST
 HV9293  ELLP ORDER  -  FOURTH    CLASS I
 HV9293
 HV9293.The horizontal coordinates were established by GPS observations
 HV9293.and adjusted by the National Geodetic Survey in April 1999..
 HV9293
 HV9293.The orthometric height was determined by GPS observations and a
 HV9293.high-resolution geoid model.
 HV9293
 HV9293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9293
 HV9293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9293
 HV9293.The ellipsoidal height was determined by GPS observations
 HV9293.and is referenced to NAD 83.
 HV9293
 HV9293.The geoid height was determined by GEOID03.
 HV9293
 HV9293;                    North         East     Units Scale Factor Converg.
 HV9293;SPC VA N     - 2,142,282.068 3,591,741.248   MT  0.99996455   +0 39 37.7
 HV9293;SPC VA N     - 7,028,470.42 11,783,904.41   sFT  0.99996455   +0 39 37.7
 HV9293;UTM  18      - 4,313,366.129   288,385.157   MT  1.00015145   -1 32 07.2
 HV9293
 HV9293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9293!SPC VA N     -   0.99999085  x   0.99996455  =   0.99995540
 HV9293!UTM  18      -   0.99999085  x   1.00015145  =   1.00014230
 HV9293
 HV9293                          SUPERSEDED SURVEY CONTROL
 HV9293
 HV9293  ELLIP H (04/28/99)   58.34   (m)                       GP(       ) 3 1
 HV9293  NAD 83(1993)-  38 56 37.38352(N)    077 26 30.23273(W) AD(       ) 2
 HV9293  NAD 83(1993)-  38 56 37.38385(N)    077 26 30.24039(W) AD(       ) 2
 HV9293  NGVD 29 (05/28/93)   90.4    (m)          297.     (f) GPS OBS        
 HV9293
 HV9293.Superseded values are not recommended for survey control.
 HV9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9293.See file dsdata.txt to determine how the superseded data were derived.
 HV9293
 HV9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8838513366(NAD 83)
 HV9293_MARKER: DD = SURVEY DISK
 HV9293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV9293_SP_SET: SET IN DRILL HOLE IN CONC. DITCH
 HV9293_STAMPING: 9014 MWAA GPS 1992
 HV9293_MARK LOGO: MWAA  
 HV9293_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9293+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9293
 HV9293  HISTORY     - Date     Condition        Report By
 HV9293  HISTORY     - 1992     MONUMENTED       LOWE
 HV9293  HISTORY     - 19960624 GOOD             DEWDAV
 HV9293
 HV9293                          STATION DESCRIPTION
 HV9293
 HV9293'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9293'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9293'THE TERMINAL ROAD, GO SOUTH ON S.R. 28 +/- 3.1 MILES TO A PAVED ROAD
 HV9293'ON THE RIGHT (WEST), GO WEST 1.4 MILES TO A FORK IN THE ROAD.  FOLLOW
 HV9293'THE FORK NORTH +/- 1.0 MILES TO AN ENTRANCE GATE.  CONTINUE THROUGH
 HV9293'GATE TO TAXI-WAY, TURN RIGHT ON TAXI-WAY AND GO EAST +/- 0.3 MILES TO
 HV9293'THE STATION ON THE RIGHT.  THE STATION IS SET IN A DRILL HOLE IN THE
 HV9293'CONCRETE FLUME FOR THE STORM DRAIN, 9.0 FEET WEST OF A GRATE INLET,
 HV9293'30.55 FEET NORTHWEST OF AN AIR DUCT, AND 62.0 FEET SOUTH OF THE EDGE O
 HV9293'PAVEMENT OF THE TAXI-WAY.
 HV9293
 HV9293                          STATION RECOVERY (1996)
 HV9293
 HV9293'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9293'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9293'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9293'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9293'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9293'MILESTO A FORK IN THE ROAD.  TURN RIGHT (NORTH) ONTO THE SOUTH SERVICE
 HV9293'ROAD FOR 1 MILE TO A GATE.  PROCEED THROUGH THE GATE AND TURN RIGHT AT
 HV9293'TAXIWAY E FOR 0.3 MILESTO THE STATION ON THE RIGHT.  THE STATION IS
 HV9293'SET IN A DRILL HOLE IN THE CONCRETE FLUME (DITCH) FOR THE STORM DRAIN,
 HV9293'9.0 FEET WEST OF A GRATE INLET, 30.55 FEET NORTHWEST OF AN AIR DUCT,
 HV9293'AND 62.0 FEET SOUTH OF THE EDGE OF PAVEMENT FOR TAXIWAY E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9294 ***********************************************************************
 HV9294  DESIGNATION -  9015 MWAA GPS
 HV9294  PID         -  HV9294
 HV9294  STATE/COUNTY-  VA/FAIRFAX
 HV9294  USGS QUAD   -  HERNDON (1994)
 HV9294
 HV9294                         *CURRENT SURVEY CONTROL
 HV9294  ___________________________________________________________________
 HV9294* NAD 83(1993)-  38 55 55.31524(N)    077 26 03.60613(W)     ADJUSTED  
 HV9294* NAVD 88     -        97.30   (meters)     319.2    (feet)  LEVELING  
 HV9294  ___________________________________________________________________
 HV9294  X           -   1,080,856.833 (meters)                     COMP
 HV9294  Y           -  -4,849,123.392 (meters)                     COMP
 HV9294  Z           -   3,986,491.435 (meters)                     COMP
 HV9294  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 HV9294  ELLIP HEIGHT-          65.48  (meters)          (06/14/02) GPS OBS
 HV9294  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV9294
 HV9294  HORZ ORDER  -  FIRST
 HV9294  VERT ORDER  -  THIRD ?
 HV9294  ELLP ORDER  -  FOURTH    CLASS I
 HV9294
 HV9294.The horizontal coordinates were established by GPS observations
 HV9294.and adjusted by the National Geodetic Survey in April 1999..
 HV9294
 HV9294.The orthometric height was determined by differential leveling.
 HV9294.The vertical network tie was performed by a horz. field party for horz.
 HV9294.obs reductions. Reset procedures were used to establish the elevation.
 HV9294
 HV9294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9294
 HV9294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9294
 HV9294.The ellipsoidal height was determined by GPS observations
 HV9294.and is referenced to NAD 83.
 HV9294
 HV9294.The geoid height was determined by GEOID03.
 HV9294
 HV9294;                    North         East     Units Scale Factor Converg.
 HV9294;SPC VA N     - 2,140,992.309 3,592,397.523   MT  0.99996342   +0 39 54.4
 HV9294;SPC VA N     - 7,024,238.93 11,786,057.54   sFT  0.99996342   +0 39 54.4
 HV9294;UTM  18      - 4,312,051.931   288,991.650   MT  1.00014829   -1 31 49.1
 HV9294
 HV9294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9294!SPC VA N     -   0.99998973  x   0.99996342  =   0.99995315
 HV9294!UTM  18      -   0.99998973  x   1.00014829  =   1.00013801
 HV9294
 HV9294|---------------------------------------------------------------------|
 HV9294| PID    Reference Object                     Distance      Geod. Az  |
 HV9294|                                                           dddmmss.s |
 HV9294| AB3814 IAD A                               188.049 METERS 18150     |
 HV9294|---------------------------------------------------------------------|
 HV9294
 HV9294                          SUPERSEDED SURVEY CONTROL
 HV9294
 HV9294  ELLIP H (04/28/99)   65.48   (m)                       GP(       ) 3 1
 HV9294  NAD 83(1993)-  38 55 55.31399(N)    077 26 03.60334(W) AD(       ) 2
 HV9294  NAD 83(1993)-  38 55 55.31435(N)    077 26 03.61093(W) AD(       ) 2
 HV9294  NGVD 29 (05/28/93)   97.5    (m)          320.     (f) GPS OBS        
 HV9294
 HV9294.Superseded values are not recommended for survey control.
 HV9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9294.See file dsdata.txt to determine how the superseded data were derived.
 HV9294
 HV9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8899212052(NAD 83)
 HV9294_MARKER: DD = SURVEY DISK
 HV9294_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9294_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9294_STAMPING: 9015 MWAA GPS 1992
 HV9294_MARK LOGO: MWAA  
 HV9294_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9294+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9294
 HV9294  HISTORY     - Date     Condition        Report By
 HV9294  HISTORY     - 1992     MONUMENTED       LOWE
 HV9294  HISTORY     - 19960624 GOOD             DEWDAV
 HV9294
 HV9294                          STATION DESCRIPTION
 HV9294
 HV9294'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9294'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9294'THE AIRPORT TERMINAL ROAD,  GO SOUTH ON S.R. 28, 3.1 MILES TO A
 HV9294'PAVED ROAD ON THE RIGHT (WEST).  GO WEST 0.4 MILES (PAST GUARD
 HV9294'HOUSE) TO A ROAD RIGHT (NORTH) FOLLOW ROAD 0.5 MILES TO THE
 HV9294'STATION ON THE LEFT.  THE STATION IS 10.0 FEET EAST OF GRAVEL ROAD AND
 HV9294'130.0 FEET WEST OF A CYCLONE FENCE.
 HV9294
 HV9294                          STATION RECOVERY (1996)
 HV9294
 HV9294'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9294'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9294'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9294'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9294'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 0.4
 HV9294'MILES.TURN RIGHT (NORTH) AND FOLLOW THE ROAD 0.5 MILESTO THE STATION
 HV9294'ON THE LEFT.  THE STATION IS 10.0 FEET EAST OF THE GRAVEL PATROL ROAD,
 HV9294'180 FEETWEST OF A CYCLONE FENCE, AND 470 FEET EAST OF THE EAST EDGE OF
 HV9294'RUNWAY 1R-19L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9295 ***********************************************************************
 HV9295  DESIGNATION -  9016 MWAA GPS
 HV9295  PID         -  HV9295
 HV9295  STATE/COUNTY-  VA/FAIRFAX
 HV9295  USGS QUAD   -  HERNDON (1994)
 HV9295
 HV9295                         *CURRENT SURVEY CONTROL
 HV9295  ___________________________________________________________________
 HV9295* NAD 83(1993)-  38 55 05.29438(N)    077 26 04.51008(W)     ADJUSTED  
 HV9295* NAVD 88     -        98.37   (meters)     322.7    (feet)  LEVELING  
 HV9295  ___________________________________________________________________
 HV9295  X           -   1,081,046.612 (meters)                     COMP
 HV9295  Y           -  -4,850,074.908 (meters)                     COMP
 HV9295  Z           -   3,985,292.082 (meters)                     COMP
 HV9295  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 HV9295  ELLIP HEIGHT-          66.56  (meters)          (06/14/02) GPS OBS
 HV9295  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV9295
 HV9295  HORZ ORDER  -  FIRST
 HV9295  VERT ORDER  -  THIRD ?
 HV9295  ELLP ORDER  -  FOURTH    CLASS I
 HV9295
 HV9295.The horizontal coordinates were established by GPS observations
 HV9295.and adjusted by the National Geodetic Survey in April 1999..
 HV9295
 HV9295.The orthometric height was determined by differential leveling.
 HV9295.The vertical network tie was performed by a horz. field party for horz.
 HV9295.obs reductions. Reset procedures were used to establish the elevation.
 HV9295
 HV9295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9295
 HV9295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9295
 HV9295.The ellipsoidal height was determined by GPS observations
 HV9295.and is referenced to NAD 83.
 HV9295
 HV9295.The geoid height was determined by GEOID03.
 HV9295
 HV9295;                    North         East     Units Scale Factor Converg.
 HV9295;SPC VA N     - 2,139,449.713 3,592,393.653   MT  0.99996212   +0 39 53.8
 HV9295;SPC VA N     - 7,019,177.93 11,786,044.84   sFT  0.99996212   +0 39 53.8
 HV9295;UTM  18      - 4,310,510.328   288,928.685   MT  1.00014862   -1 31 48.0
 HV9295
 HV9295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9295!SPC VA N     -   0.99998956  x   0.99996212  =   0.99995168
 HV9295!UTM  18      -   0.99998956  x   1.00014862  =   1.00013818
 HV9295
 HV9295|---------------------------------------------------------------------|
 HV9295| PID    Reference Object                     Distance      Geod. Az  |
 HV9295|                                                           dddmmss.s |
 HV9295| AH9011 9036 MWAA GPS                       341.784 METERS 19905     |
 HV9295|---------------------------------------------------------------------|
 HV9295
 HV9295                          SUPERSEDED SURVEY CONTROL
 HV9295
 HV9295  ELLIP H (04/28/99)   66.56   (m)                       GP(       ) 3 1
 HV9295  NAD 83(1993)-  38 55 05.29331(N)    077 26 04.50756(W) AD(       ) 2
 HV9295  NAD 83(1993)-  38 55 05.29370(N)    077 26 04.51512(W) AD(       ) 2
 HV9295  NGVD 29 (05/28/93)   98.6    (m)          323.     (f) GPS OBS        
 HV9295
 HV9295.Superseded values are not recommended for survey control.
 HV9295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9295.See file dsdata.txt to determine how the superseded data were derived.
 HV9295
 HV9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8892910510(NAD 83)
 HV9295_MARKER: DD = SURVEY DISK
 HV9295_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9295_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9295_STAMPING: 9016 MWAA GPS 1992
 HV9295_MARK LOGO: MWAA  
 HV9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9295+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9295
 HV9295  HISTORY     - Date     Condition        Report By
 HV9295  HISTORY     - 1992     MONUMENTED       LOWE
 HV9295  HISTORY     - 19960624 GOOD             DEWDAV
 HV9295
 HV9295                          STATION DESCRIPTION
 HV9295
 HV9295'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9295'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9295'THE AIRPORT TERMINAL ROAD.  GO SOUTH ON S.R. 28 +/- 3.1 MILES TO A
 HV9295'PAVED ROAD RIGHT.  GO RIGHT (WEST) +/- 0.2 MILES TO GUARD HOUSE AND
 HV9295'THE STATION ON THE RIGHT.  THE POINT IS 23.9 FEET SOUTH OF A DEER FENC
 HV9295'39.2 FEET WEST OF A CONC. SHACK AND 80.9 FEET EAST OF A POWER JUNCTION
 HV9295
 HV9295                          STATION RECOVERY (1996)
 HV9295
 HV9295'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9295'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9295'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9295'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9295'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 0.2
 HV9295'MILESTO THE STATION ON THE RIGHT.  THE STATION IS 23.9 FEETSOUTH OF A
 HV9295'DEER FENCE, 39.2 FEETWEST OF A CONCRETE SHACK, 80.9 FEETEAST OF A
 HV9295'POWER JUNCTION BOX, AND 110 FEET NNW OF THE GATE 4 GUARDHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9296 ***********************************************************************
 HV9296  DESIGNATION -  9017 MWAA GPS
 HV9296  PID         -  HV9296
 HV9296  STATE/COUNTY-  VA/FAIRFAX
 HV9296  USGS QUAD   -  HERNDON (1994)
 HV9296
 HV9296                         *CURRENT SURVEY CONTROL
 HV9296  ___________________________________________________________________
 HV9296* NAD 83(1993)-  38 55 47.62403(N)    077 26 48.80492(W)     ADJUSTED  
 HV9296* NAVD 88     -        89.5    (meters)     294.     (feet)  GPS OBS   
 HV9296  ___________________________________________________________________
 HV9296  X           -   1,079,825.291 (meters)                     COMP
 HV9296  Y           -  -4,849,499.670 (meters)                     COMP
 HV9296  Z           -   3,986,302.026 (meters)                     COMP
 HV9296  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 HV9296  ELLIP HEIGHT-          57.67  (meters)          (06/14/02) GPS OBS
 HV9296  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV9296
 HV9296  HORZ ORDER  -  FIRST
 HV9296  ELLP ORDER  -  FOURTH    CLASS I
 HV9296
 HV9296.The horizontal coordinates were established by GPS observations
 HV9296.and adjusted by the National Geodetic Survey in April 1999..
 HV9296
 HV9296.The orthometric height was determined by GPS observations and a
 HV9296.high-resolution geoid model.
 HV9296
 HV9296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9296
 HV9296.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9296
 HV9296.The ellipsoidal height was determined by GPS observations
 HV9296.and is referenced to NAD 83.
 HV9296
 HV9296.The geoid height was determined by GEOID03.
 HV9296
 HV9296;                    North         East     Units Scale Factor Converg.
 HV9296;SPC VA N     - 2,140,742.596 3,591,311.702   MT  0.99996321   +0 39 26.2
 HV9296;SPC VA N     - 7,023,419.67 11,782,495.14   sFT  0.99996321   +0 39 26.2
 HV9296;UTM  18      - 4,311,843.956   287,896.855   MT  1.00015400   -1 32 17.2
 HV9296
 HV9296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9296!SPC VA N     -   0.99999095  x   0.99996321  =   0.99995416
 HV9296!UTM  18      -   0.99999095  x   1.00015400  =   1.00014495
 HV9296
 HV9296|---------------------------------------------------------------------|
 HV9296| PID    Reference Object                     Distance      Geod. Az  |
 HV9296|                                                           dddmmss.s |
 HV9296| HV9297 9018 MWAA GPS                       318.263 METERS 20044     |
 HV9296|---------------------------------------------------------------------|
 HV9296
 HV9296                          SUPERSEDED SURVEY CONTROL
 HV9296
 HV9296  ELLIP H (04/28/99)   57.68   (m)                       GP(       ) 3 1
 HV9296  NAD 83(1993)-  38 55 47.62285(N)    077 26 48.80250(W) AD(       ) 2
 HV9296  NAD 83(1993)-  38 55 47.62342(N)    077 26 48.81010(W) AD(       ) 2
 HV9296  NGVD 29 (05/28/93)   89.7    (m)          294.     (f) GPS OBS        
 HV9296
 HV9296.Superseded values are not recommended for survey control.
 HV9296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9296.See file dsdata.txt to determine how the superseded data were derived.
 HV9296
 HV9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8789711844(NAD 83)
 HV9296_MARKER: DD = SURVEY DISK
 HV9296_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9296_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9296_STAMPING: 9017 MWAA GPS 1992
 HV9296_MARK LOGO: MWAA  
 HV9296_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9296+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9296
 HV9296  HISTORY     - Date     Condition        Report By
 HV9296  HISTORY     - 1992     MONUMENTED       LOWE
 HV9296  HISTORY     - 19960624 GOOD             DEWDAV
 HV9296
 HV9296                          STATION DESCRIPTION
 HV9296
 HV9296'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9296'AT DULLES INTERNATIONAL AIRPORT, FORM THE INTERSECTION OF S.R. 28 AND
 HV9296'THE AIRPORT TERMINAL ROAD, GO SOUTH ON S.R. 28 3.1 MILES TO A
 HV9296'PAVED ROAD ON THE RIGHT (WEST).  FOLLOW ROAD WEST (PAST GUARD HOUSE)
 HV9296'1.4 MILES TO A FORK IN THE ROAD.  TAKE NORTH FORK 0.05 MILES TO A
 HV9296'GRAVEL DRIVE ON THE RIGHT (EAST).  GO EAST 0.1 MILES TO A THE
 HV9296'STATION ON THE LEFT.  THE POINT IS 215.5 FEET WEST OF THE SW CORNER OF
 HV9296'STONE HOUSE, 203.0 FEET NW OF THE NW CORNER OF A STORAGE GARAGE, AND
 HV9296'156.9 FEET NORTHWEST OF A CONCRETE FOOTING.
 HV9296
 HV9296                          STATION RECOVERY (1996)
 HV9296
 HV9296'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9296'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9296'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9296'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9296'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9296'MILESTO A FORK IN THE ROAD.  TURN RIGHT (NORTH) ONTO THE SOUTH SERVICE
 HV9296'ROAD FOR 800 FEET TO A GRAVEL DRIVE ON THE RIGHT.  TURN RIGHT (EAST)
 HV9296'460 FEET TO THE STATION ON THE LEFT.  THE STATION IS 296 FEET WEST OF
 HV9296'THE SOUTHWEST CORNER OF A STONE HOUSE, 270 FEET NORTHWEST OF THE NW
 HV9296'CORNER OF A STORAGE GARAGE, AND 196 FEET NORTHWEST OF A CONCRETE
 HV9296'FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9297 ***********************************************************************
 HV9297  DESIGNATION -  9018 MWAA GPS
 HV9297  PID         -  HV9297
 HV9297  STATE/COUNTY-  VA/FAIRFAX
 HV9297  USGS QUAD   -  HERNDON (1994)
 HV9297
 HV9297                         *CURRENT SURVEY CONTROL
 HV9297  ___________________________________________________________________
 HV9297* NAD 83(1993)-  38 55 37.97214(N)    077 26 53.48408(W)     ADJUSTED  
 HV9297* NAVD 88     -        89.01   (meters)     292.0    (feet)  LEVELING  
 HV9297  ___________________________________________________________________
 HV9297  X           -   1,079,755.838 (meters)                     COMP
 HV9297  Y           -  -4,849,706.338 (meters)                     COMP
 HV9297  Z           -   3,986,070.168 (meters)                     COMP
 HV9297  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HV9297  ELLIP HEIGHT-          57.17  (meters)          (06/14/02) GPS OBS
 HV9297  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV9297
 HV9297  HORZ ORDER  -  FIRST
 HV9297  VERT ORDER  -  THIRD ?
 HV9297  ELLP ORDER  -  FOURTH    CLASS I
 HV9297
 HV9297.The horizontal coordinates were established by GPS observations
 HV9297.and adjusted by the National Geodetic Survey in April 1999..
 HV9297
 HV9297.The orthometric height was determined by differential leveling.
 HV9297.The vertical network tie was performed by a horz. field party for horz.
 HV9297.obs reductions. Reset procedures were used to establish the elevation.
 HV9297
 HV9297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9297
 HV9297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9297
 HV9297.The ellipsoidal height was determined by GPS observations
 HV9297.and is referenced to NAD 83.
 HV9297
 HV9297.The geoid height was determined by GEOID03.
 HV9297
 HV9297;                    North         East     Units Scale Factor Converg.
 HV9297;SPC VA N     - 2,140,443.696 3,591,202.418   MT  0.99996296   +0 39 23.2
 HV9297;SPC VA N     - 7,022,439.03 11,782,136.60   sFT  0.99996296   +0 39 23.2
 HV9297;UTM  18      - 4,311,549.406   287,776.179   MT  1.00015463   -1 32 19.9
 HV9297
 HV9297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9297!SPC VA N     -   0.99999103  x   0.99996296  =   0.99995399
 HV9297!UTM  18      -   0.99999103  x   1.00015463  =   1.00014566
 HV9297
 HV9297|---------------------------------------------------------------------|
 HV9297| PID    Reference Object                     Distance      Geod. Az  |
 HV9297|                                                           dddmmss.s |
 HV9297| HV9296 9017 MWAA GPS                       318.263 METERS 02044     |
 HV9297|---------------------------------------------------------------------|
 HV9297
 HV9297                          SUPERSEDED SURVEY CONTROL
 HV9297
 HV9297  ELLIP H (04/28/99)   57.18   (m)                       GP(       ) 3 1
 HV9297  NAD 83(1993)-  38 55 37.97083(N)    077 26 53.48163(W) AD(       ) 2
 HV9297  NAD 83(1993)-  38 55 37.97153(N)    077 26 53.48916(W) AD(       ) 2
 HV9297  NGVD 29 (05/28/93)   89.2    (m)          293.     (f) GPS OBS        
 HV9297
 HV9297.Superseded values are not recommended for survey control.
 HV9297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9297.See file dsdata.txt to determine how the superseded data were derived.
 HV9297
 HV9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8777611549(NAD 83)
 HV9297_MARKER: DD = SURVEY DISK
 HV9297_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9297_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9297_STAMPING: 9018 MWAA GPS 1992
 HV9297_MARK LOGO: MWAA  
 HV9297_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9297+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9297
 HV9297  HISTORY     - Date     Condition        Report By
 HV9297  HISTORY     - UNK      MONUMENTED       LOWE
 HV9297  HISTORY     - 19960624 GOOD             DEWDAV
 HV9297
 HV9297                          STATION DESCRIPTION
 HV9297
 HV9297'DESCRIBED BY LOWE ENGINEERS UNK (DRW)
 HV9297'AT DULLES INTERNATIONAL AIRPORT, FORM THE INTERSECTION OF S.R. 28 AND
 HV9297'THE AIRPORT TERMINAL ROAD, GO SOUTH ON S.R. 28 +/- 3.1 MILES TO A ROAD
 HV9297'ON THE RIGHT (WEST).  FOLLOW ROAD WEST 1.4 MILES TO A FORK IN THE
 HV9297'ROAD.  THE STAION IS LOCATED IN THE GRASS ISLAND, FORMED BY THE FORK
 HV9297'IN THE ROAD.  THE POINT IS 54.9 FEET S.W. OF A YIELD SIGN, 33.2 F S.E.
 HV9297'OF A YIELD SIGN, AND 110.0 FEET N.W. OF AN AIRPORT SIGN.
 HV9297
 HV9297                          STATION RECOVERY (1996)
 HV9297
 HV9297'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9297'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9297'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9297'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9297'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9297'MILESTO A FORK IN THE ROAD.  THE STATION IS LOCATED IN THE GRASS
 HV9297'ISLAND, FORMED BY THE TRIANGULAR FORK IN THE ROAD.  THE POINT IS 4.9
 HV9297'FEET SOUTHWEST OF A YIELD SIGN, 33.2 FEET SOUTHEAST OF ANOTHER YIELD
 HV9297'SIGN, AND 110.0 FEET NORTHWEST OF AN AIRPORT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9298 ***********************************************************************
 HV9298  DESIGNATION -  9019 MWAA GPS
 HV9298  PID         -  HV9298
 HV9298  STATE/COUNTY-  VA/FAIRFAX
 HV9298  USGS QUAD   -  HERNDON (1994)
 HV9298
 HV9298                         *CURRENT SURVEY CONTROL
 HV9298  ___________________________________________________________________
 HV9298* NAD 83(1993)-  38 56 09.36006(N)    077 27 57.83138(W)     ADJUSTED  
 HV9298* NAVD 88     -        86.54   (meters)     283.9    (feet)  LEVELING  
 HV9298  ___________________________________________________________________
 HV9298  X           -   1,078,110.429 (meters)                     COMP
 HV9298  Y           -  -4,849,447.308 (meters)                     COMP
 HV9298  Z           -   3,986,821.544 (meters)                     COMP
 HV9298  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 HV9298  ELLIP HEIGHT-          54.67  (meters)          (06/14/02) GPS OBS
 HV9298  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV9298
 HV9298  HORZ ORDER  -  FIRST
 HV9298  VERT ORDER  -  THIRD ?
 HV9298  ELLP ORDER  -  FOURTH    CLASS I
 HV9298
 HV9298.The horizontal coordinates were established by GPS observations
 HV9298.and adjusted by the National Geodetic Survey in April 1999..
 HV9298
 HV9298.The orthometric height was determined by differential leveling.
 HV9298.The vertical network tie was performed by a horz. field party for horz.
 HV9298.obs reductions. Reset procedures were used to establish the elevation.
 HV9298
 HV9298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9298
 HV9298.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9298
 HV9298.The ellipsoidal height was determined by GPS observations
 HV9298.and is referenced to NAD 83.
 HV9298
 HV9298.The geoid height was determined by GEOID03.
 HV9298
 HV9298;                    North         East     Units Scale Factor Converg.
 HV9298;SPC VA N     - 2,141,393.911 3,589,641.708   MT  0.99996379   +0 38 43.1
 HV9298;SPC VA N     - 7,025,556.52 11,777,016.17   sFT  0.99996379   +0 38 43.1
 HV9298;UTM  18      - 4,312,558.910   286,252.719   MT  1.00016262   -1 33 01.4
 HV9298
 HV9298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9298!SPC VA N     -   0.99999142  x   0.99996379  =   0.99995521
 HV9298!UTM  18      -   0.99999142  x   1.00016262  =   1.00015404
 HV9298
 HV9298|---------------------------------------------------------------------|
 HV9298| PID    Reference Object                     Distance      Geod. Az  |
 HV9298|                                                           dddmmss.s |
 HV9298| HV9266 IAD D                               372.474 METERS 07020     |
 HV9298|---------------------------------------------------------------------|
 HV9298
 HV9298                          SUPERSEDED SURVEY CONTROL
 HV9298
 HV9298  ELLIP H (04/28/99)   54.68   (m)                       GP(       ) 3 1
 HV9298  NAD 83(1993)-  38 56 09.35900(N)    077 27 57.82859(W) AD(       ) 2
 HV9298  NAD 83(1993)-  38 56 09.36031(N)    077 27 57.83615(W) AD(       ) 2
 HV9298  NGVD 29 (05/28/93)   86.8    (m)          285.     (f) GPS OBS        
 HV9298
 HV9298.Superseded values are not recommended for survey control.
 HV9298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9298.See file dsdata.txt to determine how the superseded data were derived.
 HV9298
 HV9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8625312559(NAD 83)
 HV9298_MARKER: DD = SURVEY DISK
 HV9298_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9298_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9298_STAMPING: 9019 MWAA GPS 1992
 HV9298_MARK LOGO: MWAA  
 HV9298_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9298+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9298
 HV9298  HISTORY     - Date     Condition        Report By
 HV9298  HISTORY     - 1992     MONUMENTED       LOWE
 HV9298  HISTORY     - 19960624 GOOD             DEWDAV
 HV9298
 HV9298                          STATION DESCRIPTION
 HV9298
 HV9298'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9298'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9298'THE AIRPORT TERMINAL ROAD, GO SOUTH ON S.R. 28 3.1 MILES TO A
 HV9298'PAVED ROAD ON THE RIGHT (WEST).  FOLLOW ROAD WEST, PAST GUARD HOUSE,
 HV9298'1.4 MILES TO A FORK IN THE ROAD.  TAKE SOUTHERN FORK CONTINUING
 HV9298'WEST 0.2 MILES TO A FIRE STATION.  TAKE ROAD NORTH OUT OF FIRE STATION
 HV9298'0.4 MILES TO A ROAD LEFT (JUST BEFORE RUNWAY), TAKE ROAD LEFT
 HV9298'(WEST)0.5 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 HV9298'OPPOSITE OF THE GRAVEL ROAD LEADING TO THE OMNI STATION 46.5 FEET 98.0
 HV9298'FEET SOUTH OF THE EDGE OF THE RUNWAY, AND 147.0 FEET NORTHWEST OF
 HV9298'TRANSFORMER BOX.
 HV9298
 HV9298                          STATION RECOVERY (1996)
 HV9298
 HV9298'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9298'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9298'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9298'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9298'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9298'MILESTO A TRIANGULAR FORK IN THE ROAD.  CONTINUE STRAIGHT (WEST) FOR
 HV9298'0.2 MILES TO A FIRE STATION.  TAKE THE ROAD NORTHWEST OUT OF THE FIRE
 HV9298'STATION AREA TO A ROAD VEERING LEFT (JUST BEFORE THE RUNWAY) .  TAKE
 HV9298'THE ROAD LEFT (WEST) 0.5 MILESTO THE STATION ON THE RIGHT.  THE
 HV9298'STATION IS OPPOSITE OF THE GRAVEL SIDE-ROAD LEADING TO A NAVIGATION
 HV9298'STATION.  IT IS 46.5 FEET NORTH OF THE PATROL ROAD ALONG THE RUNWAY,
 HV9298'90.0 FEETSOUTH OF THE EDGE OF RUNWAY 12-30, AND 147.0 FEET NORTHWEST
 HV9298'OF A TRANSFORMER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9299 ***********************************************************************
 HV9299  DESIGNATION -  9020 MWAA GPS
 HV9299  PID         -  HV9299
 HV9299  STATE/COUNTY-  VA/FAIRFAX
 HV9299  USGS QUAD   -  HERNDON (1994)
 HV9299
 HV9299                         *CURRENT SURVEY CONTROL
 HV9299  ___________________________________________________________________
 HV9299* NAD 83(1993)-  38 56 26.41943(N)    077 28 54.97553(W)     ADJUSTED  
 HV9299* NAVD 88     -        91.04   (meters)     298.7    (feet)  LEVELING  
 HV9299  ___________________________________________________________________
 HV9299  X           -   1,076,695.977 (meters)                     COMP
 HV9299  Y           -  -4,849,426.440 (meters)                     COMP
 HV9299  Z           -   3,987,233.549 (meters)                     COMP
 HV9299  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 HV9299  ELLIP HEIGHT-          59.15  (meters)          (06/14/02) GPS OBS
 HV9299  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV9299
 HV9299  HORZ ORDER  -  FIRST
 HV9299  VERT ORDER  -  THIRD ?
 HV9299  ELLP ORDER  -  FOURTH    CLASS I
 HV9299
 HV9299.The horizontal coordinates were established by GPS observations
 HV9299.and adjusted by the National Geodetic Survey in April 1999..
 HV9299
 HV9299.The orthometric height was determined by differential leveling.
 HV9299.The vertical network tie was performed by a horz. field party for horz.
 HV9299.obs reductions. Reset procedures were used to establish the elevation.
 HV9299
 HV9299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9299
 HV9299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9299
 HV9299.The ellipsoidal height was determined by GPS observations
 HV9299.and is referenced to NAD 83.
 HV9299
 HV9299.The geoid height was determined by GEOID03.
 HV9299
 HV9299;                    North         East     Units Scale Factor Converg.
 HV9299;SPC VA N     - 2,141,904.544 3,588,259.718   MT  0.99996425   +0 38 07.4
 HV9299;SPC VA N     - 7,027,231.82 11,772,482.09   sFT  0.99996425   +0 38 07.4
 HV9299;UTM  18      - 4,313,122.232   284,891.033   MT  1.00016981   -1 33 37.9
 HV9299
 HV9299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9299!SPC VA N     -   0.99999072  x   0.99996425  =   0.99995497
 HV9299!UTM  18      -   0.99999072  x   1.00016981  =   1.00016053
 HV9299
 HV9299                          SUPERSEDED SURVEY CONTROL
 HV9299
 HV9299  ELLIP H (04/28/99)   59.15   (m)                       GP(       ) 3 1
 HV9299  NAD 83(1993)-  38 56 26.41819(N)    077 28 54.97253(W) AD(       ) 2
 HV9299  NAD 83(1993)-  38 56 26.41957(N)    077 28 54.98009(W) AD(       ) 2
 HV9299  NGVD 29 (05/28/93)   91.3    (m)          300.     (f) GPS OBS        
 HV9299
 HV9299.Superseded values are not recommended for survey control.
 HV9299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9299.See file dsdata.txt to determine how the superseded data were derived.
 HV9299
 HV9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8489113122(NAD 83)
 HV9299_MARKER: DD = SURVEY DISK
 HV9299_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9299_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9299_STAMPING: 9020 MWAA GPS 1992
 HV9299_MARK LOGO: MWAA  
 HV9299_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9299+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV9299
 HV9299  HISTORY     - Date     Condition        Report By
 HV9299  HISTORY     - 1992     MONUMENTED       LOWE
 HV9299  HISTORY     - 19960624 GOOD             DEWDAV
 HV9299
 HV9299                          STATION DESCRIPTION
 HV9299
 HV9299'DESCRIBED BY LOWE ENGINEERS 1992 (DRW)
 HV9299'AT DULLES INTERNATIONAL AIRPORT, FROM THE INTERSECTION OF S.R. 28 AND
 HV9299'THE AIRPORT TERMINAL ROAD, GO SOUTH ON S.R. 28 3.1 MILES TO A PAVED
 HV9299'ROAD ON THE RIGHT (WEST).  GO WEST (THROUGH GATE) 1.4 MILES TO A FORK
 HV9299'IN THE ROAD, TAKE WESTERLY ROAD +/- 0.2 MILES TO A FIRE STATION. TAKE
 HV9299'NORTH ROAD OUT OF EMERGENCY AREA 0.4 MILES TO A GRAVEL ROAD LEADING
 HV9299'WEST (JUST BEFORE RUNWAY), TAKE WESTERLY ROAD 1.4 MILES TO THE STATION
 HV9299'ON THE RIGHT.  THE STATION IS 38.0 FEET NORTH OF GRAVEL ROAD A 88.0
 HV9299'FEET SOUTH OF THE EDGE OF PAVEMENT ON THE RUNWAY.
 HV9299
 HV9299                          STATION RECOVERY (1996)
 HV9299
 HV9299'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV9299'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 HV9299'GET TO THE STATION FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES
 HV9299'AIRPORT ACCESS HIGHWAY, PROCEED SOUTH ON ROUTE 28 FOR 3.1 MILESTO A
 HV9299'PAVED ROAD ON THE RIGHT.  TURN RIGHT (WEST) , THROUGH GATE 4, FOR 1.4
 HV9299'MILESTO A TRIANGULAR FORK IN THE ROAD.  CONTINUE STRAIGHT (WEST) FOR
 HV9299'0.2 MILESTO A FIRE STATION.  TAKE THE ROAD NORTHWEST OUT OF THE FIRE
 HV9299'STATION AREA TO A ROAD VEERING LEFT (JUST BEFORE THE RUNWAY) .  TAKE
 HV9299'THE ROAD LEFT (WEST) 1.4 MILES TO THE STATION ON THE RIGHT JUST BEFORE
 HV9299'THE ROAD CURVES TO THE LEFT (SOUTHEAST).  THE STATION IS 33.0
 HV9299'FEETNORTH OF THE GRAVEL ROAD RUNNING PARALLEL TO RUNWAY 12-30 AND 88.0
 HV9299'FEETSOUTH OF THE EDGE OF PAVEMENT ON RUNWAY 12-30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8996 ***********************************************************************
 AH8996  DESIGNATION -  9021 MWAA GPS
 AH8996  PID         -  AH8996
 AH8996  STATE/COUNTY-  VA/FAIRFAX
 AH8996  USGS QUAD   -  HERNDON (1994)
 AH8996
 AH8996                         *CURRENT SURVEY CONTROL
 AH8996  ___________________________________________________________________
 AH8996* NAD 83(1993)-  38 58 36.84454(N)    077 26 42.19058(W)     ADJUSTED  
 AH8996* NAVD 88     -        87.0    (meters)     285.     (feet)  GPS OBS   
 AH8996  ___________________________________________________________________
 AH8996  X           -   1,079,267.218 (meters)                     COMP
 AH8996  Y           -  -4,846,260.822 (meters)                     COMP
 AH8996  Z           -   3,990,358.517 (meters)                     COMP
 AH8996  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 AH8996  ELLIP HEIGHT-          55.11  (meters)          (06/14/02) GPS OBS
 AH8996  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AH8996
 AH8996  HORZ ORDER  -  FIRST
 AH8996  ELLP ORDER  -  FOURTH    CLASS I
 AH8996
 AH8996.The horizontal coordinates were established by GPS observations
 AH8996.and adjusted by the National Geodetic Survey in April 1999..
 AH8996
 AH8996.The orthometric height was determined by GPS observations and a
 AH8996.high-resolution geoid model.
 AH8996
 AH8996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8996
 AH8996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8996
 AH8996.The ellipsoidal height was determined by GPS observations
 AH8996.and is referenced to NAD 83.
 AH8996
 AH8996.The geoid height was determined by GEOID03.
 AH8996
 AH8996;                    North         East     Units Scale Factor Converg.
 AH8996;SPC VA N     - 2,145,962.219 3,591,411.040   MT  0.99996801   +0 39 30.3
 AH8996;SPC VA N     - 7,040,544.38 11,782,821.05   sFT  0.99996801   +0 39 30.3
 AH8996;UTM  18      - 4,317,056.917   288,196.197   MT  1.00015243   -1 32 18.7
 AH8996
 AH8996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8996!SPC VA N     -   0.99999135  x   0.99996801  =   0.99995936
 AH8996!UTM  18      -   0.99999135  x   1.00015243  =   1.00014378
 AH8996
 AH8996                          SUPERSEDED SURVEY CONTROL
 AH8996
 AH8996  ELLIP H (04/28/99)   55.11   (m)                       GP(       ) 3 1
 AH8996
 AH8996.Superseded values are not recommended for survey control.
 AH8996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8996.See file dsdata.txt to determine how the superseded data were derived.
 AH8996
 AH8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8819617057(NAD 83)
 AH8996_MARKER: DD = SURVEY DISK
 AH8996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8996_STAMPING: 9021 MWAA GPS 1996
 AH8996_MARK LOGO: MWAA  
 AH8996_PROJECTION: RECESSED 13 CENTIMETERS
 AH8996_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH8996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8996+STABILITY: SURFACE MOTION
 AH8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8996+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH8996_ROD/PIPE-DEPTH:  1.0 meters
 AH8996
 AH8996  HISTORY     - Date     Condition        Report By
 AH8996  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH8996
 AH8996                          STATION DESCRIPTION
 AH8996
 AH8996'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH8996'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH8996'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND OLD OX ROAD, ROUTE 606,
 AH8996'CONTINUE WESTERLY ON OLD OX ROAD 0.75 MILESTO ARIANE WAY.  GO LEFT
 AH8996'(SOUTH) ON OLD ARIANE WAY 0.15 MILESTO THE STATION ON THE LEFT BEFORE
 AH8996'A BRIDGE OVER THE DULLES GREENWAY, ROUTE 267.  THE STATION IS 47.6
 AH8996'FEETNORTH OF THE EAST JERSEY WALL ACROSS THE BRIDGE, 43.1 FEETEAST OF
 AH8996'THE NORTH CORNER OF A CATCH BASIN, AND 96.2 FEETSOUTHEAST OF AN
 AH8996'ELECTRIC BOX.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK
 AH8996'SET INTO THE TOP OF A 1-METER LONG FENO PIPE, RECESSED 0.41 FEET BELOW
 AH8996'THE GROUND LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED
 AH8996'WITH CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE
 AH8996'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AH8996'FENO PIPE.  A SCREW DRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS
 AH8996'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8997 ***********************************************************************
 AH8997  DESIGNATION -  9022 MWAA GPS
 AH8997  PID         -  AH8997
 AH8997  STATE/COUNTY-  VA/FAIRFAX
 AH8997  USGS QUAD   -  HERNDON (1994)
 AH8997
 AH8997                         *CURRENT SURVEY CONTROL
 AH8997  ___________________________________________________________________
 AH8997* NAD 83(1993)-  38 58 16.32061(N)    077 26 09.14603(W)     ADJUSTED  
 AH8997* NAVD 88     -        92.9    (meters)     305.     (feet)  GPS OBS   
 AH8997  ___________________________________________________________________
 AH8997  X           -   1,080,131.185 (meters)                     COMP
 AH8997  Y           -  -4,846,480.860 (meters)                     COMP
 AH8997  Z           -   3,989,870.163 (meters)                     COMP
 AH8997  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 AH8997  ELLIP HEIGHT-          60.98  (meters)          (06/14/02) GPS OBS
 AH8997  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AH8997
 AH8997  HORZ ORDER  -  FIRST
 AH8997  ELLP ORDER  -  FOURTH    CLASS I
 AH8997
 AH8997.The horizontal coordinates were established by GPS observations
 AH8997.and adjusted by the National Geodetic Survey in April 1999..
 AH8997
 AH8997.The orthometric height was determined by GPS observations and a
 AH8997.high-resolution geoid model.
 AH8997
 AH8997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8997
 AH8997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8997
 AH8997.The ellipsoidal height was determined by GPS observations
 AH8997.and is referenced to NAD 83.
 AH8997
 AH8997.The geoid height was determined by GEOID03.
 AH8997
 AH8997;                    North         East     Units Scale Factor Converg.
 AH8997;SPC VA N     - 2,145,338.555 3,592,213.704   MT  0.99996740   +0 39 50.9
 AH8997;SPC VA N     - 7,038,498.24 11,785,454.46   sFT  0.99996740   +0 39 50.9
 AH8997;UTM  18      - 4,316,402.824   288,974.506   MT  1.00014838   -1 31 57.2
 AH8997
 AH8997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8997!SPC VA N     -   0.99999043  x   0.99996740  =   0.99995783
 AH8997!UTM  18      -   0.99999043  x   1.00014838  =   1.00013881
 AH8997
 AH8997                          SUPERSEDED SURVEY CONTROL
 AH8997
 AH8997  ELLIP H (04/28/99)   60.98   (m)                       GP(       ) 3 1
 AH8997
 AH8997.Superseded values are not recommended for survey control.
 AH8997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8997.See file dsdata.txt to determine how the superseded data were derived.
 AH8997
 AH8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8897516403(NAD 83)
 AH8997_MARKER: DD = SURVEY DISK
 AH8997_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8997_SP_SET: SET IN CONCRETE BRIDGE ABUTMENT
 AH8997_STAMPING: 9022 MWAA GPS 1996
 AH8997_MARK LOGO: MWAA  
 AH8997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8997+STABILITY: SURFACE MOTION
 AH8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8997+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH8997
 AH8997  HISTORY     - Date     Condition        Report By
 AH8997  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH8997
 AH8997                          STATION DESCRIPTION
 AH8997
 AH8997'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH8997'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH8997'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND OLD OX ROAD, ROUTE 606,
 AH8997'CONTINUE WESTERLY ON OLD OX ROAD 1.9 MILESTO THE EXIT FOR ROUTE 267
 AH8997'(BRIDGE NUMBER 4032) ON THE ROAD SURFACE.  THE STATION IS 11.0 FEET
 AH8997'NORTH OF THE CENTERLINE OF THE ROAD, 20.45 FEETSOUTHWEST OF A GUARD
 AH8997'RAIL ON THE NORTH SIDE OF THE ROAD, AND 54.5 FEETNORTHEAST OF A LIGHT
 AH8997'POLE.  THE STATION IS A 2-INCH BRASS SURVEY DISK DRILLED AND SET FLUSH
 AH8997'WITH THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8998 ***********************************************************************
 AH8998  DESIGNATION -  9023 MWAA GPS
 AH8998  PID         -  AH8998
 AH8998  STATE/COUNTY-  VA/FAIRFAX
 AH8998  USGS QUAD   -  HERNDON (1994)
 AH8998
 AH8998                         *CURRENT SURVEY CONTROL
 AH8998  ___________________________________________________________________
 AH8998* NAD 83(1993)-  38 58 10.85584(N)    077 25 46.93199(W)     ADJUSTED  
 AH8998* NAVD 88     -        99.1    (meters)     325.     (feet)  GPS OBS   
 AH8998  ___________________________________________________________________
 AH8998  X           -   1,080,677.246 (meters)                     COMP
 AH8998  Y           -  -4,846,472.664 (meters)                     COMP
 AH8998  Z           -   3,989,743.048 (meters)                     COMP
 AH8998  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 AH8998  ELLIP HEIGHT-          67.19  (meters)          (06/14/02) GPS OBS
 AH8998  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AH8998
 AH8998  HORZ ORDER  -  FIRST
 AH8998  ELLP ORDER  -  FOURTH    CLASS I
 AH8998
 AH8998.The horizontal coordinates were established by GPS observations
 AH8998.and adjusted by the National Geodetic Survey in April 1999..
 AH8998
 AH8998.The orthometric height was determined by GPS observations and a
 AH8998.high-resolution geoid model.
 AH8998
 AH8998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8998
 AH8998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8998
 AH8998.The ellipsoidal height was determined by GPS observations
 AH8998.and is referenced to NAD 83.
 AH8998
 AH8998.The geoid height was determined by GEOID03.
 AH8998
 AH8998;                    North         East     Units Scale Factor Converg.
 AH8998;SPC VA N     - 2,145,176.268 3,592,750.365   MT  0.99996723   +0 40 04.8
 AH8998;SPC VA N     - 7,037,965.81 11,787,215.16   sFT  0.99996723   +0 40 04.8
 AH8998;UTM  18      - 4,316,220.054   289,504.648   MT  1.00014562   -1 31 43.0
 AH8998
 AH8998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8998!SPC VA N     -   0.99998946  x   0.99996723  =   0.99995669
 AH8998!UTM  18      -   0.99998946  x   1.00014562  =   1.00013508
 AH8998
 AH8998                          SUPERSEDED SURVEY CONTROL
 AH8998
 AH8998  ELLIP H (04/28/99)   67.19   (m)                       GP(       ) 3 1
 AH8998
 AH8998.Superseded values are not recommended for survey control.
 AH8998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8998.See file dsdata.txt to determine how the superseded data were derived.
 AH8998
 AH8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8950516220(NAD 83)
 AH8998_MARKER: DD = SURVEY DISK
 AH8998_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8998_SP_SET: SET IN CONCRETE BRIDGE ABUTMENT
 AH8998_STAMPING: 9023 MWAA GPS 1996
 AH8998_MARK LOGO: MWAA  
 AH8998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8998+STABILITY: SURFACE MOTION
 AH8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8998+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH8998
 AH8998  HISTORY     - Date     Condition        Report By
 AH8998  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH8998
 AH8998                          STATION DESCRIPTION
 AH8998
 AH8998'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH8998'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH8998'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND LEE JACKSON MEMORIAL
 AH8998'HIGHWAY, ROUTE 50, NEAR THE SOUTHEAST CORNER OF DULLES AIRPORT,
 AH8998'PROCEED 4.7 MILESNORTH ON SULLY ROAD TO A LEFT EXIT FOR THE DULLES
 AH8998'GREENWAY, ROUTE 267.  TAKE THE EXIT WEST FOR 0.3 MILESTO THE NORTHWEST
 AH8998'BRIDGE ABUTMENT ON THE RIGHT.  THE STATION IS 12.8 FEET NORTH OF THE
 AH8998'ROAD CENTERLINE, 3.2 FEETSOUTH OF THE JERSEY WALL, 466.52
 AH8998'FEETSOUTHEAST OF A GUARD RAIL ON THE NORTH SIDE OF THE ROAD, 15.35
 AH8998'FEETEAST OF A LIGHT POLE NUMBER 007, AND 62.42 FEETWEST OF A CATCH
 AH8998'BASIN.  THE STATION IS A 2-INCH BRASS SURVEY DISK DRILLED AND SET
 AH8998'FLUSH WITH THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8999 ***********************************************************************
 AH8999  DESIGNATION -  9024 MWAA GPS
 AH8999  PID         -  AH8999
 AH8999  STATE/COUNTY-  VA/FAIRFAX
 AH8999  USGS QUAD   -  HERNDON (1994)
 AH8999
 AH8999                         *CURRENT SURVEY CONTROL
 AH8999  ___________________________________________________________________
 AH8999* NAD 83(1993)-  38 57 50.81737(N)    077 25 42.67700(W)     ADJUSTED  
 AH8999* NAVD 88     -        96.4    (meters)     316.     (feet)  GPS OBS   
 AH8999  ___________________________________________________________________
 AH8999  X           -   1,080,861.361 (meters)                     COMP
 AH8999  Y           -  -4,846,827.663 (meters)                     COMP
 AH8999  Z           -   3,989,260.939 (meters)                     COMP
 AH8999  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AH8999  ELLIP HEIGHT-          64.56  (meters)          (06/14/02) GPS OBS
 AH8999  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AH8999
 AH8999  HORZ ORDER  -  FIRST
 AH8999  ELLP ORDER  -  FOURTH    CLASS I
 AH8999
 AH8999.The horizontal coordinates were established by GPS observations
 AH8999.and adjusted by the National Geodetic Survey in April 1999..
 AH8999
 AH8999.The orthometric height was determined by GPS observations and a
 AH8999.high-resolution geoid model.
 AH8999
 AH8999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8999
 AH8999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8999
 AH8999.The ellipsoidal height was determined by GPS observations
 AH8999.and is referenced to NAD 83.
 AH8999
 AH8999.The geoid height was determined by GEOID03.
 AH8999
 AH8999;                    North         East     Units Scale Factor Converg.
 AH8999;SPC VA N     - 2,144,559.590 3,592,859.998   MT  0.99996664   +0 40 07.4
 AH8999;SPC VA N     - 7,035,942.59 11,787,574.84   sFT  0.99996664   +0 40 07.4
 AH8999;UTM  18      - 4,315,599.516   289,590.580   MT  1.00014518   -1 31 39.7
 AH8999
 AH8999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8999!SPC VA N     -   0.99998987  x   0.99996664  =   0.99995651
 AH8999!UTM  18      -   0.99998987  x   1.00014518  =   1.00013505
 AH8999
 AH8999                          SUPERSEDED SURVEY CONTROL
 AH8999
 AH8999  ELLIP H (04/28/99)   64.56   (m)                       GP(       ) 3 1
 AH8999
 AH8999.Superseded values are not recommended for survey control.
 AH8999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8999.See file dsdata.txt to determine how the superseded data were derived.
 AH8999
 AH8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8959115600(NAD 83)
 AH8999_MARKER: DD = SURVEY DISK
 AH8999_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8999_SP_SET: SET IN CONCRETE BRIDGE ABUTMENT
 AH8999_STAMPING: 9024 MWAA GPS 1996
 AH8999_MARK LOGO: MWAA  
 AH8999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8999+STABILITY: SURFACE MOTION
 AH8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8999+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH8999
 AH8999  HISTORY     - Date     Condition        Report By
 AH8999  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH8999
 AH8999                          STATION DESCRIPTION
 AH8999
 AH8999'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH8999'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH8999'THE INTERSECTION OF SULLY ROAD, ROUTE 28, AND LEE JACKSON MEMORIAL
 AH8999'HIGHWAY, ROUTE 50, NEAR THE SOUTHEAST CORNER OF DULLES AIRPORT,
 AH8999'PROCEED 4.3 MILESNORTH ON SULLY ROAD TO AN EXIT FOR ROUTE 267 LABELED
 AH8999'WASHINGTON DULLES AIRPORT EXIT.  TAKE THE EXIT AND BEAR LEFT TOWARD
 AH8999'DULLES AIRPORT.  CONTINUE 0.6 MILESACROSS TWO BRIDGES TO THE STATION
 AH8999'ON THE RIGHT IN THE NORTHWEST BRIDGE ABUTMENT OF THE SECOND BRIDGE
 AH8999'(NUMBER 1104) ON THE ROADWAY.  THE STATION IS 17.5 FEETNORTH OF THE
 AH8999'ROAD CENTERLINE, 2.5 FEETSOUTH OF THE JERSEY WALL, 42.03 FEETEAST OF A
 AH8999'GUARD RAIL ON THE NORTH SIDE OF THE ROAD, 37.62 FEETNORTHEAST OF A
 AH8999'LIGHT POLE, AND 133.69 FEETNORTHWEST OF A LIGHT POLE.  THE STATION IS
 AH8999'A 2-INCH BRASS SURVEY DISK DRILLED AND SET FLUSH WITH THE BRIDGE
 AH8999'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9000 ***********************************************************************
 AH9000  DESIGNATION -  9025 MWAA GPS
 AH9000  PID         -  AH9000
 AH9000  STATE/COUNTY-  VA/FAIRFAX
 AH9000  USGS QUAD   -  HERNDON (1994)
 AH9000
 AH9000                         *CURRENT SURVEY CONTROL
 AH9000  ___________________________________________________________________
 AH9000* NAD 83(1993)-  38 57 56.08433(N)    077 26 21.53195(W)     ADJUSTED  
 AH9000* NAVD 88     -        89.1    (meters)     292.     (feet)  GPS OBS   
 AH9000  ___________________________________________________________________
 AH9000  X           -   1,079,924.875 (meters)                     COMP
 AH9000  Y           -  -4,846,925.935 (meters)                     COMP
 AH9000  Z           -   3,989,382.623 (meters)                     COMP
 AH9000  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AH9000  ELLIP HEIGHT-          57.24  (meters)          (06/14/02) GPS OBS
 AH9000  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AH9000
 AH9000  HORZ ORDER  -  FIRST
 AH9000  ELLP ORDER  -  FOURTH    CLASS I
 AH9000
 AH9000.The horizontal coordinates were established by GPS observations
 AH9000.and adjusted by the National Geodetic Survey in April 1999..
 AH9000
 AH9000.The orthometric height was determined by GPS observations and a
 AH9000.high-resolution geoid model.
 AH9000
 AH9000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9000
 AH9000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9000
 AH9000.The ellipsoidal height was determined by GPS observations
 AH9000.and is referenced to NAD 83.
 AH9000
 AH9000.The geoid height was determined by GEOID03.
 AH9000
 AH9000;                    North         East     Units Scale Factor Converg.
 AH9000;SPC VA N     - 2,144,711.131 3,591,922.781   MT  0.99996680   +0 39 43.2
 AH9000;SPC VA N     - 7,036,439.77 11,784,499.99   sFT  0.99996680   +0 39 43.2
 AH9000;UTM  18      - 4,315,786.900   288,659.692   MT  1.00015001   -1 32 04.3
 AH9000
 AH9000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9000!SPC VA N     -   0.99999102  x   0.99996680  =   0.99995782
 AH9000!UTM  18      -   0.99999102  x   1.00015001  =   1.00014103
 AH9000
 AH9000:                Primary Azimuth Mark                     Grid Az
 AH9000:SPC VA N     -  9006 MWAA GPS                            214 17 30.7
 AH9000:UTM  18      -  9006 MWAA GPS                            216 29 18.2
 AH9000
 AH9000|---------------------------------------------------------------------|
 AH9000| PID    Reference Object                     Distance      Geod. Az  |
 AH9000|                                                           dddmmss.s |
 AH9000| HV9285 9006 MWAA GPS                       421.668 METERS 2145713.9 |
 AH9000|---------------------------------------------------------------------|
 AH9000
 AH9000                          SUPERSEDED SURVEY CONTROL
 AH9000
 AH9000  ELLIP H (04/28/99)   57.24   (m)                       GP(       ) 3 1
 AH9000
 AH9000.Superseded values are not recommended for survey control.
 AH9000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9000.See file dsdata.txt to determine how the superseded data were derived.
 AH9000
 AH9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8866015787(NAD 83)
 AH9000_MARKER: DD = SURVEY DISK
 AH9000_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9000_STAMPING: 9025 MWAA GPS 1996
 AH9000_MARK LOGO: MWAA  
 AH9000_PROJECTION: RECESSED 8 CENTIMETERS
 AH9000_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9000+STABILITY: SURFACE MOTION
 AH9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9000+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9000_ROD/PIPE-DEPTH:  1.0 meters
 AH9000
 AH9000  HISTORY     - Date     Condition        Report By
 AH9000  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9000
 AH9000                          STATION DESCRIPTION
 AH9000
 AH9000'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9000'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH9000'THE INTERSECTION OF THE DULLES AIRPORT ACCESS HIGHWAY AND SULLY ROAD,
 AH9000'ROUTE 28, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS HIGHWAY TO
 AH9000'THE FIRST EXIT TO THE RIGHT (SATELLITE PARKING) .  GO WEST TO THE
 AH9000'ENTRANCE INTO THE GREEN PARKING LOT.  THE STATION IS IN A FIELD EAST
 AH9000'OF THE GREEN PARKING LOT.  THE STATION IS 41.8 FEETEAST OF A GUARD
 AH9000'RAIL AROUND THE GREEN PARKING LOT, 79.23 FEETNORTHEAST OF LIGHT POLE
 AH9000'NUMBER 21, AND 102.35 FEETEAST OF A SIGN IN THE GREEN PARKING LOT
 AH9000'LABELED 29-C.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK
 AH9000'SET INTO THE TOP OF A 1-METER LONG FENO PIPE, RECESSED 0.24 FEET BELOW
 AH9000'THE GROUND LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED
 AH9000'WITH CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE
 AH9000'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AH9000'FENO PIPE.  A SCREWDRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS
 AH9000'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9001 ***********************************************************************
 AH9001  DESIGNATION -  9026 MWAA GPS
 AH9001  PID         -  AH9001
 AH9001  STATE/COUNTY-  VA/FAIRFAX
 AH9001  USGS QUAD   -  HERNDON (1994)
 AH9001
 AH9001                         *CURRENT SURVEY CONTROL
 AH9001  ___________________________________________________________________
 AH9001* NAD 83(1993)-  38 58 09.42302(N)    077 26 58.60459(W)     ADJUSTED  
 AH9001* NAVD 88     -        83.8    (meters)     275.     (feet)  GPS OBS   
 AH9001  ___________________________________________________________________
 AH9001  X           -   1,078,996.596 (meters)                     COMP
 AH9001  Y           -  -4,846,863.427 (meters)                     COMP
 AH9001  Z           -   3,989,699.098 (meters)                     COMP
 AH9001  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 AH9001  ELLIP HEIGHT-          51.93  (meters)          (06/14/02) GPS OBS
 AH9001  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AH9001
 AH9001  HORZ ORDER  -  FIRST
 AH9001  ELLP ORDER  -  FOURTH    CLASS I
 AH9001
 AH9001.The horizontal coordinates were established by GPS observations
 AH9001.and adjusted by the National Geodetic Survey in April 1999..
 AH9001
 AH9001.The orthometric height was determined by GPS observations and a
 AH9001.high-resolution geoid model.
 AH9001
 AH9001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9001
 AH9001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9001
 AH9001.The ellipsoidal height was determined by GPS observations
 AH9001.and is referenced to NAD 83.
 AH9001
 AH9001.The geoid height was determined by GEOID03.
 AH9001
 AH9001;                    North         East     Units Scale Factor Converg.
 AH9001;SPC VA N     - 2,145,112.160 3,591,025.657   MT  0.99996719   +0 39 20.0
 AH9001;SPC VA N     - 7,037,755.48 11,781,556.68   sFT  0.99996719   +0 39 20.0
 AH9001;UTM  18      - 4,316,222.101   287,778.434   MT  1.00015461   -1 32 28.1
 AH9001
 AH9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9001!SPC VA N     -   0.99999185  x   0.99996719  =   0.99995904
 AH9001!UTM  18      -   0.99999185  x   1.00015461  =   1.00014646
 AH9001
 AH9001|---------------------------------------------------------------------|
 AH9001| PID    Reference Object                     Distance      Geod. Az  |
 AH9001|                                                           dddmmss.s |
 AH9001| AH8995 9003 R MWAA GPS                     391.044 METERS 00414     |
 AH9001| HV9281 9002 MWAA GPS                       452.764 METERS 2811438.7 |
 AH9001|---------------------------------------------------------------------|
 AH9001
 AH9001                          SUPERSEDED SURVEY CONTROL
 AH9001
 AH9001  ELLIP H (04/28/99)   51.92   (m)                       GP(       ) 3 1
 AH9001
 AH9001.Superseded values are not recommended for survey control.
 AH9001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9001.See file dsdata.txt to determine how the superseded data were derived.
 AH9001
 AH9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8777816222(NAD 83)
 AH9001_MARKER: DD = SURVEY DISK
 AH9001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9001_STAMPING: 9026 MWAA GPS 1996
 AH9001_MARK LOGO: MWAA  
 AH9001_PROJECTION: RECESSED 13 CENTIMETERS
 AH9001_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9001+STABILITY: SURFACE MOTION
 AH9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9001+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9001_ROD/PIPE-DEPTH:  1.0 meters
 AH9001
 AH9001  HISTORY     - Date     Condition        Report By
 AH9001  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9001
 AH9001                          STATION DESCRIPTION
 AH9001
 AH9001'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9001'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH9001'THE INTERSECTION OF THE DULLES AIRPORT ACCESS HIGHWAY AND SULLY ROAD,
 AH9001'ROUTE 28, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS HIGHWAY TO
 AH9001'THE FIRST EXIT (NEAR SATELLITE PARKING LOTS) .  PROCEED WEST ON THE
 AH9001'SERVICE ROAD, PASSING THE ENTRANCE TO SATELLITE PARKING AND THE FIRE
 AH9001'STATION ON THE RIGHT, TO THE STOP SIGN.  TURN RIGHT (NORTH) ONTO THE
 AH9001'NORTH SERVICE ROAD AND PROCEED 0.40 MILESTO THE STATION ON THE LEFT,
 AH9001'IN A MEDIAN STRIP ACROSS FROM THE DOLLAR RENT-A-CAR ENTRANCE ON THE
 AH9001'RIGHT, AND HAWTHORNE AVIATION ON THE LEFT.  THE STATION IS IN THE
 AH9001'GRASS MEDIAN, 21 FEETNORTH AND 2 FEETWEST OF A LIGHT POLE.  THE
 AH9001'STATION IS A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER
 AH9001'LONG FENO PIPE, RECESSED 0.42 FEETBELOW THE GROUND LEVEL AND ENCASED
 AH9001'IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A
 AH9001'LOGO CAP IS FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AH9001'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER
 AH9001'IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9002 ***********************************************************************
 AH9002  DESIGNATION -  9027 MWAA GPS
 AH9002  PID         -  AH9002
 AH9002  STATE/COUNTY-  VA/FAIRFAX
 AH9002  USGS QUAD   -  HERNDON (1994)
 AH9002
 AH9002                         *CURRENT SURVEY CONTROL
 AH9002  ___________________________________________________________________
 AH9002* NAD 83(1993)-  38 57 50.93591(N)    077 26 58.97410(W)     ADJUSTED  
 AH9002* NAVD 88     -        85.4    (meters)     280.     (feet)  GPS OBS   
 AH9002  ___________________________________________________________________
 AH9002  X           -   1,079,066.088 (meters)                     COMP
 AH9002  Y           -  -4,847,216.526 (meters)                     COMP
 AH9002  Z           -   3,989,256.845 (meters)                     COMP
 AH9002  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 AH9002  ELLIP HEIGHT-          53.53  (meters)          (06/14/02) GPS OBS
 AH9002  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AH9002
 AH9002  HORZ ORDER  -  FIRST
 AH9002  ELLP ORDER  -  FOURTH    CLASS I
 AH9002
 AH9002.The horizontal coordinates were established by GPS observations
 AH9002.and adjusted by the National Geodetic Survey in April 1999..
 AH9002
 AH9002.The orthometric height was determined by GPS observations and a
 AH9002.high-resolution geoid model.
 AH9002
 AH9002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9002
 AH9002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9002
 AH9002.The ellipsoidal height was determined by GPS observations
 AH9002.and is referenced to NAD 83.
 AH9002
 AH9002.The geoid height was determined by GEOID03.
 AH9002
 AH9002;                    North         East     Units Scale Factor Converg.
 AH9002;SPC VA N     - 2,144,542.019 3,591,023.284   MT  0.99996664   +0 39 19.8
 AH9002;SPC VA N     - 7,035,884.94 11,781,548.89   sFT  0.99996664   +0 39 19.8
 AH9002;UTM  18      - 4,315,652.363   287,754.206   MT  1.00015474   -1 32 27.7
 AH9002
 AH9002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9002!SPC VA N     -   0.99999160  x   0.99996664  =   0.99995824
 AH9002!UTM  18      -   0.99999160  x   1.00015474  =   1.00014634
 AH9002
 AH9002                          SUPERSEDED SURVEY CONTROL
 AH9002
 AH9002  ELLIP H (04/28/99)   53.51   (m)                       GP(       ) 3 1
 AH9002
 AH9002.Superseded values are not recommended for survey control.
 AH9002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9002.See file dsdata.txt to determine how the superseded data were derived.
 AH9002
 AH9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8775415652(NAD 83)
 AH9002_MARKER: DD = SURVEY DISK
 AH9002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9002_STAMPING: 9027 MWAA GPS 1996
 AH9002_MARK LOGO: MWAA  
 AH9002_PROJECTION: RECESSED 13 CENTIMETERS
 AH9002_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9002+STABILITY: SURFACE MOTION
 AH9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9002+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9002_ROD/PIPE-DEPTH:  1.0 meters
 AH9002
 AH9002  HISTORY     - Date     Condition        Report By
 AH9002  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9002
 AH9002                          STATION DESCRIPTION
 AH9002
 AH9002'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9002'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH9002'THE INTERSECTION OF THE DULLES AIRPORT ACCESS HIGHWAY AND SULLY ROAD,
 AH9002'ROUTE 28, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS HIGHWAY TO
 AH9002'THE FIRST EXIT (NEAR SATELLITE PARKING LOTS) AND TURN RIGHT.  GO WEST
 AH9002'ON THE WEST SERVICE ROAD 0.2 MILESTO A STOP SIGN, PASSING THE
 AH9002'ENTRANCES TO SATELLITE PARKING LOTS GREEN AND BLUE, AS WELL AS THE
 AH9002'ENTRANCE TO THE FIRE STATION.  THE STATION IS IN THE MEDIAN STRIP TO
 AH9002'THE IMMEDIATE RIGHT-FRONT, BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES
 AH9002'OF THE NORTH SERVICE ROAD.  THE STATION IS IN THE GRASS MEDIAN, 9
 AH9002'FEETNORTHWEST OF A LIGHT POLE.  THE STATION IS THE CENTER OF A 2-INCH
 AH9002'BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE ,
 AH9002'RECESSED 0.40 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9002'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9002'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9002'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9002'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9003 ***********************************************************************
 AH9003  DESIGNATION -  9028 MWAA GPS
 AH9003  PID         -  AH9003
 AH9003  STATE/COUNTY-  VA/FAIRFAX
 AH9003  USGS QUAD   -  HERNDON (1994)
 AH9003
 AH9003                         *CURRENT SURVEY CONTROL
 AH9003  ___________________________________________________________________
 AH9003* NAD 83(1993)-  38 57 37.54819(N)    077 27 38.79210(W)     ADJUSTED  
 AH9003* NAVD 88     -        81.47   (meters)     267.3    (feet)  LEVELING  
 AH9003  ___________________________________________________________________
 AH9003  X           -   1,078,186.044 (meters)                     COMP
 AH9003  Y           -  -4,847,675.168 (meters)                     COMP
 AH9003  Z           -   3,988,933.361 (meters)                     COMP
 AH9003  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AH9003  ELLIP HEIGHT-          49.60  (meters)          (06/14/02) GPS OBS
 AH9003  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AH9003
 AH9003  HORZ ORDER  -  FIRST
 AH9003  VERT ORDER  -  THIRD ?
 AH9003  ELLP ORDER  -  FOURTH    CLASS I
 AH9003
 AH9003.The horizontal coordinates were established by GPS observations
 AH9003.and adjusted by the National Geodetic Survey in April 1999..
 AH9003
 AH9003.The orthometric height was determined by differential leveling.
 AH9003.The vertical network tie was performed by a horz. field party for horz.
 AH9003.obs reductions. Reset procedures were used to establish the elevation.
 AH9003
 AH9003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9003
 AH9003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9003
 AH9003.The ellipsoidal height was determined by GPS observations
 AH9003.and is referenced to NAD 83.
 AH9003
 AH9003.The geoid height was determined by GEOID03.
 AH9003
 AH9003;                    North         East     Units Scale Factor Converg.
 AH9003;SPC VA N     - 2,144,118.308 3,590,069.432   MT  0.99996625   +0 38 55.0
 AH9003;SPC VA N     - 7,034,494.82 11,778,419.46   sFT  0.99996625   +0 38 55.0
 AH9003;UTM  18      - 4,315,265.447   286,784.630   MT  1.00015982   -1 32 52.4
 AH9003
 AH9003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9003!SPC VA N     -   0.99999222  x   0.99996625  =   0.99995847
 AH9003!UTM  18      -   0.99999222  x   1.00015982  =   1.00015204
 AH9003
 AH9003                          SUPERSEDED SURVEY CONTROL
 AH9003
 AH9003  ELLIP H (04/28/99)   49.60   (m)                       GP(       ) 3 1
 AH9003
 AH9003.Superseded values are not recommended for survey control.
 AH9003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9003.See file dsdata.txt to determine how the superseded data were derived.
 AH9003
 AH9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8678515265(NAD 83)
 AH9003_MARKER: DD = SURVEY DISK
 AH9003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9003_STAMPING: 9028 MWAA GPS 1996
 AH9003_MARK LOGO: MWAA  
 AH9003_PROJECTION: RECESSED 13 CENTIMETERS
 AH9003_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9003+STABILITY: SURFACE MOTION
 AH9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9003+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9003_ROD/PIPE-DEPTH:  1.0 meters
 AH9003
 AH9003  HISTORY     - Date     Condition        Report By
 AH9003  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9003
 AH9003                          STATION DESCRIPTION
 AH9003
 AH9003'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9003'THE STATION IS LOCATED AT DULLES AIRPORT, WITHIN THE SECURITY AREA, ON
 AH9003'THE WEST SIDE OF RUNWAY 1L-19R, NEAR THE PARALLEL ACCESS ROAD WITHIN
 AH9003'VIEW OF TAXIWAYS Y2 AND Y3.  TO GET TO THE STATION, ENTER GATE 38 OR
 AH9003'43 ON THE EAST SIDE OF RUNWAY 1L-19R, AND TAKE THE PATROL ROAD NORTH
 AH9003'AND WEST AROUND THE NORTH END OF RUNWAY 1L-19R.  PROCEED WEST AND
 AH9003'SOUTH ON THIS GRAVEL ROAD AROUND THE RUNWAY 1.3 MILESTO A 10-FOOT WIDE
 AH9003'GRAVEL ROAD LEADING TO A GATE ON THE RIGHT.  THE STATION IS 108.0
 AH9003'FEETWEST OF THE CENTERLINE OF THE GRAVEL ROAD GOING NORTH AND SOUTH
 AH9003'ALONG THE WEST SIDE OF THE RUNWAY.  IT IS 26.9 FEETSOUTH OF THE
 AH9003'10-FOOT WIDE GRAVEL ROAD LEADING WEST TO THE GATE, AND 151.0 FEETEAST
 AH9003'OF THE SOUTHERNMOST GATEPOST ACROSS THE 10-FOOT WIDE GRAVEL ROAD TO
 AH9003'THE WEST.  WHEN DRIVING SOUTH ON THE WEST SIDE OF RUNWAY 1L-19R, THE
 AH9003'10-FOOT WIDE GRAVEL ROAD JOINS ON THE RIGHT, DIRECTLY OPPOSITE THE
 AH9003'RUNWAY FROM LUFTHANSA AND FEDERAL EXPRESS BUILDINGS.  THE STATION IS
 AH9003'THE CENTER OF A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER
 AH9003'LONG FENO PIPE, RECESSED 0.37 FEETBELOW THE GROUND LEVEL AND ENCASED
 AH9003'IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A
 AH9003'LOGO CAP IS FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AH9003'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER
 AH9003'IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9004 ***********************************************************************
 AH9004  DESIGNATION -  9029 MWAA GPS
 AH9004  PID         -  AH9004
 AH9004  STATE/COUNTY-  VA/FAIRFAX
 AH9004  USGS QUAD   -  HERNDON (1994)
 AH9004
 AH9004                         *CURRENT SURVEY CONTROL
 AH9004  ___________________________________________________________________
 AH9004* NAD 83(1993)-  38 56 56.18514(N)    077 27 38.15020(W)     ADJUSTED  
 AH9004* NAVD 88     -        84.80   (meters)     278.2    (feet)  LEVELING  
 AH9004  ___________________________________________________________________
 AH9004  X           -   1,078,375.804 (meters)                     COMP
 AH9004  Y           -  -4,848,457.158 (meters)                     COMP
 AH9004  Z           -   3,987,943.547 (meters)                     COMP
 AH9004  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 AH9004  ELLIP HEIGHT-          52.94  (meters)          (06/14/02) GPS OBS
 AH9004  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AH9004
 AH9004  HORZ ORDER  -  FIRST
 AH9004  VERT ORDER  -  THIRD ?
 AH9004  ELLP ORDER  -  FOURTH    CLASS I
 AH9004
 AH9004.The horizontal coordinates were established by GPS observations
 AH9004.and adjusted by the National Geodetic Survey in April 1999..
 AH9004
 AH9004.The orthometric height was determined by differential leveling.
 AH9004.The vertical network tie was performed by a horz. field party for horz.
 AH9004.obs reductions. Reset procedures were used to establish the elevation.
 AH9004
 AH9004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9004
 AH9004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9004
 AH9004.The ellipsoidal height was determined by GPS observations
 AH9004.and is referenced to NAD 83.
 AH9004
 AH9004.The geoid height was determined by GEOID03.
 AH9004
 AH9004;                    North         East     Units Scale Factor Converg.
 AH9004;SPC VA N     - 2,142,843.080 3,590,099.326   MT  0.99996508   +0 38 55.4
 AH9004;SPC VA N     - 7,030,311.00 11,778,517.54   sFT  0.99996508   +0 38 55.4
 AH9004;UTM  18      - 4,313,989.762   286,765.628   MT  1.00015992   -1 32 50.6
 AH9004
 AH9004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9004!SPC VA N     -   0.99999169  x   0.99996508  =   0.99995677
 AH9004!UTM  18      -   0.99999169  x   1.00015992  =   1.00015161
 AH9004
 AH9004                          SUPERSEDED SURVEY CONTROL
 AH9004
 AH9004  ELLIP H (04/28/99)   52.94   (m)                       GP(       ) 3 1
 AH9004
 AH9004.Superseded values are not recommended for survey control.
 AH9004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9004.See file dsdata.txt to determine how the superseded data were derived.
 AH9004
 AH9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8676613990(NAD 83)
 AH9004_MARKER: DD = SURVEY DISK
 AH9004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9004_STAMPING: 9029 MWAA GPS 1996
 AH9004_MARK LOGO: MWAA  
 AH9004_PROJECTION: RECESSED 15 CENTIMETERS
 AH9004_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9004+STABILITY: SURFACE MOTION
 AH9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9004+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9004_ROD/PIPE-DEPTH:  1.0 meters
 AH9004
 AH9004  HISTORY     - Date     Condition        Report By
 AH9004  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9004
 AH9004                          STATION DESCRIPTION
 AH9004
 AH9004'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9004'THE STATION IS LOCATED AT DULLES AIRPORT, WITHIN THE SECURITY AREA, ON
 AH9004'THE WEST SIDE OF RUNWAY 1L-19R, NEAR THE PARALLEL ACCESS ROAD WITHIN
 AH9004'VIEW OF 3000 FOOTAND 4000 FOOTRUNWAY SIGNS.  TO GET TO THE STATION,
 AH9004'ENTER EITHER GATE 38 OR 43 AND TAKE THE PATROL ROAD NORTH AND WEST
 AH9004'AROUND THE NORTH END OF RUNWAY 1L-19R.  PROCEED WEST AND SOUTH ON THIS
 AH9004'GRAVEL ROAD 2.1 MILESTO THE STATION ON THE RIGHT.  THE STATION IS 16.0
 AH9004'FEETWEST OF THE CENTERLINE OF THE GRAVEL ROAD RUNNING NORTH AND SOUTH
 AH9004'ALONG THE WEST SIDE OF RUNWAY 1L-19R, ON THE OPPOSITE SIDE OF THE ROAD
 AH9004'FROM SIGNS FOR TAXIWAYS Y6 AND Y7.  ALTHOUGH THERE ARE NO NEARBY
 AH9004'LANDMARKS, THE STATION IS DIRECTLY ON LINE WITH THE NEW MIDFIELD
 AH9004'TERMINAL UNDER CONSTRUCTION IN 1996.  THE STATION IS THE CENTER OF A
 AH9004'2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE,
 AH9004'RECESSED 0.46 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9004'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9004'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9004'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9004'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9005 ***********************************************************************
 AH9005  DESIGNATION -  9030 MWAA GPS
 AH9005  PID         -  AH9005
 AH9005  STATE/COUNTY-  VA/FAIRFAX
 AH9005  USGS QUAD   -  HERNDON (1994)
 AH9005
 AH9005                         *CURRENT SURVEY CONTROL
 AH9005  ___________________________________________________________________
 AH9005* NAD 83(1993)-  38 57 02.46686(N)    077 26 06.51325(W)     ADJUSTED  
 AH9005* NAVD 88     -        89.86   (meters)     294.8    (feet)  LEVELING  
 AH9005  ___________________________________________________________________
 AH9005  X           -   1,080,504.083 (meters)                     COMP
 AH9005  Y           -  -4,847,862.595 (meters)                     COMP
 AH9005  Z           -   3,988,097.397 (meters)                     COMP
 AH9005  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 AH9005  ELLIP HEIGHT-          58.03  (meters)          (06/14/02) GPS OBS
 AH9005  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AH9005
 AH9005  HORZ ORDER  -  FIRST
 AH9005  VERT ORDER  -  THIRD ?
 AH9005  ELLP ORDER  -  FOURTH    CLASS I
 AH9005
 AH9005.The horizontal coordinates were established by GPS observations
 AH9005.and adjusted by the National Geodetic Survey in April 1999..
 AH9005
 AH9005.The orthometric height was determined by differential leveling.
 AH9005.The vertical network tie was performed by a horz. field party for horz.
 AH9005.obs reductions. Reset procedures were used to establish the elevation.
 AH9005
 AH9005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9005
 AH9005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9005
 AH9005.The ellipsoidal height was determined by GPS observations
 AH9005.and is referenced to NAD 83.
 AH9005
 AH9005.The geoid height was determined by GEOID03.
 AH9005
 AH9005;                    North         East     Units Scale Factor Converg.
 AH9005;SPC VA N     - 2,143,062.060 3,592,303.491   MT  0.99996525   +0 39 52.5
 AH9005;SPC VA N     - 7,031,029.44 11,785,749.04   sFT  0.99996525   +0 39 52.5
 AH9005;UTM  18      - 4,314,124.145   288,976.983   MT  1.00014836   -1 31 53.1
 AH9005
 AH9005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9005!SPC VA N     -   0.99999090  x   0.99996525  =   0.99995615
 AH9005!UTM  18      -   0.99999090  x   1.00014836  =   1.00013925
 AH9005
 AH9005:                Primary Azimuth Mark                     Grid Az
 AH9005:SPC VA N     -  9012 MWAA GPS                            277 27 30.8
 AH9005:UTM  18      -  9012 MWAA GPS                            279 39 16.4
 AH9005
 AH9005|---------------------------------------------------------------------|
 AH9005| PID    Reference Object                     Distance      Geod. Az  |
 AH9005|                                                           dddmmss.s |
 AH9005| HV9291 9012 MWAA GPS                       484.769 METERS 2780723.3 |
 AH9005|---------------------------------------------------------------------|
 AH9005
 AH9005                          SUPERSEDED SURVEY CONTROL
 AH9005
 AH9005  ELLIP H (04/28/99)   58.03   (m)                       GP(       ) 3 1
 AH9005
 AH9005.Superseded values are not recommended for survey control.
 AH9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9005.See file dsdata.txt to determine how the superseded data were derived.
 AH9005
 AH9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8897714124(NAD 83)
 AH9005_MARKER: DD = SURVEY DISK
 AH9005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9005_STAMPING: 9030 MWAA GPS 1996
 AH9005_MARK LOGO: MWAA  
 AH9005_PROJECTION: RECESSED 10 CENTIMETERS
 AH9005_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9005+STABILITY: SURFACE MOTION
 AH9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9005+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9005_ROD/PIPE-DEPTH:  1.0 meters
 AH9005
 AH9005  HISTORY     - Date     Condition        Report By
 AH9005  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9005
 AH9005                          STATION DESCRIPTION
 AH9005
 AH9005'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9005'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9005'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9005'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.5 MILESNORTH ON ROUTE
 AH9005'28, SULLY ROAD, TO A SIGNAL LIGHT.  TURN LEFT (WEST) ONTO A SERVICE
 AH9005'ROAD TO THE AIRPORT.  CONTINUE 0.1 MILESTO A PAVED ROAD, LEADING NORTH
 AH9005'TO OGDEN SERVICES TANK FARM, BEFORE THE GATE 4 ENTRANCE OF THE
 AH9005'AIRPORT.  TAKE THE OGDEN SERVICES TANK FARM ROAD NORTH 0.7 MILESTO A
 AH9005'GRAVEL ROAD ON THE LEFT LEADING TO GATE 8 OF THE AIRPORT. FROM GATE 8,
 AH9005'PROCEED 1.5 MILESNORTH ALONG THE GRAVEL ROAD EAST OF RUNWAY 1R-19L TO
 AH9005'THE STATION ON THE LEFT.  THE STATION IS 17.8 FEET WEST OF THE
 AH9005'CENTERLINE OF THE GRAVEL ROAD AND 12.6 FEETNORTHEAST OF FIRE HYDRANT
 AH9005'B4.  AN ALTERNATE ROUTE TO THIS STATION IS TO ENTER THE AIRPORT EAST
 AH9005'OF THE MAIN TERMINAL BUILDING, AT GATE 34, TURN LEFT (TWICE) AND TAKE
 AH9005'THE PATROL ROAD NORTH AND EAST AROUND THE NORTHERN END OF RUNWAY
 AH9005'1R-19L.  FROM THE POINT WHERE THE PATROL ROAD TURNS FROM EAST TO SOUTH
 AH9005'(NEAR THE NORTHEAST FENCE CORNER) , THE STATION IS 0.8 MILESSOUTH ON
 AH9005'THE PATROL ROAD, ON THE RIGHT.  THE STATION IS THE CENTER OF A 2-INCH
 AH9005'BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE,
 AH9005'RECESSED 0.30 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9005'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9005'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRDULAR ANCHOR PRONGS
 AH9005'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9005'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9006 ***********************************************************************
 AH9006  DESIGNATION -  9031 MWAA GPS
 AH9006  PID         -  AH9006
 AH9006  STATE/COUNTY-  VA/FAIRFAX
 AH9006  USGS QUAD   -  HERNDON (1994)
 AH9006
 AH9006                         *CURRENT SURVEY CONTROL
 AH9006  ___________________________________________________________________
 AH9006* NAD 83(1993)-  38 57 27.67056(N)    077 25 58.69888(W)     ADJUSTED  
 AH9006* NAVD 88     -        92.43   (meters)     303.2    (feet)  LEVELING  
 AH9006  ___________________________________________________________________
 AH9006  X           -   1,080,581.860 (meters)                     COMP
 AH9006  Y           -  -4,847,346.674 (meters)                     COMP
 AH9006  Z           -   3,988,703.419 (meters)                     COMP
 AH9006  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 AH9006  ELLIP HEIGHT-          60.60  (meters)          (06/14/02) GPS OBS
 AH9006  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AH9006
 AH9006  HORZ ORDER  -  FIRST
 AH9006  VERT ORDER  -  THIRD ?
 AH9006  ELLP ORDER  -  FOURTH    CLASS I
 AH9006
 AH9006.The horizontal coordinates were established by GPS observations
 AH9006.and adjusted by the National Geodetic Survey in April 1999..
 AH9006
 AH9006.The orthometric height was determined by differential leveling.
 AH9006.The vertical network tie was performed by a horz. field party for horz.
 AH9006.obs reductions. Reset procedures were used to establish the elevation.
 AH9006
 AH9006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9006
 AH9006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9006
 AH9006.The ellipsoidal height was determined by GPS observations
 AH9006.and is referenced to NAD 83.
 AH9006
 AH9006.The geoid height was determined by GEOID03.
 AH9006
 AH9006;                    North         East     Units Scale Factor Converg.
 AH9006;SPC VA N     - 2,143,841.382 3,592,482.605   MT  0.99996597   +0 39 57.4
 AH9006;SPC VA N     - 7,033,586.27 11,786,336.68   sFT  0.99996597   +0 39 57.4
 AH9006;UTM  18      - 4,314,896.172   289,185.868   MT  1.00014728   -1 31 49.0
 AH9006
 AH9006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9006!SPC VA N     -   0.99999049  x   0.99996597  =   0.99995646
 AH9006!UTM  18      -   0.99999049  x   1.00014728  =   1.00013777
 AH9006
 AH9006|---------------------------------------------------------------------|
 AH9006| PID    Reference Object                     Distance      Geod. Az  |
 AH9006|                                                           dddmmss.s |
 AH9006| AA8253 DULLES 18 L RESET                   369.274 METERS 22445     |
 AH9006|---------------------------------------------------------------------|
 AH9006
 AH9006                          SUPERSEDED SURVEY CONTROL
 AH9006
 AH9006  ELLIP H (04/28/99)   60.60   (m)                       GP(       ) 3 1
 AH9006
 AH9006.Superseded values are not recommended for survey control.
 AH9006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9006.See file dsdata.txt to determine how the superseded data were derived.
 AH9006
 AH9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8918614896(NAD 83)
 AH9006_MARKER: DD = SURVEY DISK
 AH9006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9006_STAMPING: 9031 MWAA GPS 1996
 AH9006_MARK LOGO: MWAA  
 AH9006_PROJECTION: RECESSED 8 CENTIMETERS
 AH9006_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9006+STABILITY: SURFACE MOTION
 AH9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9006+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9006_ROD/PIPE-DEPTH:  1.0 meters
 AH9006
 AH9006  HISTORY     - Date     Condition        Report By
 AH9006  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9006
 AH9006                          STATION DESCRIPTION
 AH9006
 AH9006'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9006'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9006'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9006'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.5 MILESNORTH ON ROUTE
 AH9006'28, SULLY ROAD, TO A SIGNAL LIGHT.  TURN LEFT (WEST) ONTO A SERVICE
 AH9006'ROAD TO THE AIRPORT.  CONTINUE 0.1 MILESTO A PAVED ROAD LEADING NORTH,
 AH9006'TO OGDEN SERVICES TANK FARM, BEFORE THE GATE 4 ENTRANCE OF THE
 AH9006'AIRPORT.  TAKE THE OGDEN SERVICES TANK FARM ROAD NORTH 0.7 MILESTO A
 AH9006'GRAVEL ROAD ON THE LEFT LEADING TO GATE 8 OF THE AIRPORT.  FROM GATE
 AH9006'8, PROCEED 2.1 MILESNORTH ALONG THE GRAVEL ROAD EAST OF RUNWAY 1R-19L
 AH9006'TO THE STATION ON THE LEFT.  THE STATION IS 107.0 FEETWEST OF THE
 AH9006'CENTERLINE OF THE GRAVEL ROAD AND 130.9 FEET WEST OF THE 6-FOOT CHAIN
 AH9006'LINK PERIMETER FENCE.  AN ALTERNATE ROUTE TO THIS STATION IS TO ENTER
 AH9006'THE AIRPORT EAST OF THE MAIN TERMINAL, AT GATE 34, TURN LEFT (TWICE)
 AH9006'AND TAKE THE PATROL ROAD NORTH AND EAST AROUND THE NORTHERN END OF
 AH9006'RUNWAY 1R-19L.  FROM THE POINT WHERE THE PATROL ROAD TURNS FROM EAST
 AH9006'TO SOUTH (NEAR THE NORTHEAST FENCE CORNER) THE STATION IS 512 YARDS
 AH9006'SOUTH ALONG THE PATROL ROAD, AND THEN 107.0 FEETWEST OF THE ROAD
 AH9006'CENTERLINE.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK
 AH9006'SET INTO THE TOP OF A 1-METER LONG FENO PIPE, RECESSED 0.27 FEETBELOW
 AH9006'THE GROUND LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED
 AH9006'WITH CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE
 AH9006'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AH9006'FENO PIPE.  A SCREWDRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS
 AH9006'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1181 ***********************************************************************
 GV1181  DESIGNATION -  90.31 USGS
 GV1181  PID         -  GV1181
 GV1181  STATE/COUNTY-  VA/CAROLINE
 GV1181  USGS QUAD   -  PENOLA (1985)
 GV1181
 GV1181                         *CURRENT SURVEY CONTROL
 GV1181  ___________________________________________________________________
 GV1181* NAD 83(1986)-  37 57 25.     (N)    077 22 14.     (W)     SCALED    
 GV1181* NAVD 88     -        27.234  (meters)      89.35   (feet)  ADJUSTED  
 GV1181  ___________________________________________________________________
 GV1181  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GV1181  DYNAMIC HT  -          27.216 (meters)      89.29  (feet)  COMP
 GV1181  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 GV1181
 GV1181  VERT ORDER  -  SECOND    CLASS 0
 GV1181
 GV1181.The horizontal coordinates were scaled from a topographic map and have
 GV1181.an estimated accuracy of +/- 6 seconds.
 GV1181
 GV1181.The orthometric height was determined by differential leveling
 GV1181.and adjusted by the National Geodetic Survey in June 1991..
 GV1181
 GV1181.The geoid height was determined by GEOID03.
 GV1181
 GV1181.The dynamic height is computed by dividing the NAVD 88
 GV1181.geopotential number by the normal gravity value computed on the
 GV1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1181.degrees latitude (g = 980.6199 gals.).
 GV1181
 GV1181.The modeled gravity was interpolated from observed gravity values.
 GV1181
 GV1181;                    North         East    Units  Estimated Accuracy
 GV1181;SPC VA N     - 2,032,830.    3,599,260.      MT  (+/- 180 meters Scaled)
 GV1181
 GV1181                          SUPERSEDED SURVEY CONTROL
 GV1181
 GV1181  NGVD 29 (??/??/??)   27.521  (m)           90.29   (f) ADJUSTED    2 0
 GV1181
 GV1181.Superseded values are not recommended for survey control.
 GV1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1181.See file dsdata.txt to determine how the superseded data were derived.
 GV1181
 GV1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH917036(NAD 83)
 GV1181_MARKER: Q = CHISELED SQUARE
 GV1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1181_SP_SET: CULVERT
 GV1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1181+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GV1181
 GV1181  HISTORY     - Date     Condition        Report By
 GV1181  HISTORY     - UNK      MONUMENTED       USGS
 GV1181  HISTORY     - 1935     GOOD             CGS
 GV1181  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 GV1181  HISTORY     - 20020323 GOOD             USPSQD
 GV1181
 GV1181                          STATION DESCRIPTION
 GV1181
 GV1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV1181'AT PENOLA.
 GV1181'230 FEET EAST OF RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD
 GV1181'DEPOT, 75 FEET EAST OF ROAD CROSSING, TOP OF SOUTH END OF
 GV1181'BRICK ARCH CULVERT UNDER RAILROAD.
 GV1181
 GV1181                          STATION RECOVERY (1999)
 GV1181
 GV1181'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1181'MARK NOT FOUND.
 GV1181
 GV1181                          STATION RECOVERY (2002)
 GV1181
 GV1181'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9007 ***********************************************************************
 AH9007  DESIGNATION -  9032 MWAA GPS
 AH9007  PID         -  AH9007
 AH9007  STATE/COUNTY-  VA/FAIRFAX
 AH9007  USGS QUAD   -  HERNDON (1994)
 AH9007
 AH9007                         *CURRENT SURVEY CONTROL
 AH9007  ___________________________________________________________________
 AH9007* NAD 83(1993)-  38 55 56.82721(N)    077 27 16.01207(W)     ADJUSTED  
 AH9007* NAVD 88     -        85.50   (meters)     280.5    (feet)  LEVELING  
 AH9007  ___________________________________________________________________
 AH9007  X           -   1,079,146.198 (meters)                     COMP
 AH9007  Y           -  -4,849,464.936 (meters)                     COMP
 AH9007  Z           -   3,986,520.277 (meters)                     COMP
 AH9007  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AH9007  ELLIP HEIGHT-          53.66  (meters)          (06/14/02) GPS OBS
 AH9007  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AH9007
 AH9007  HORZ ORDER  -  FIRST
 AH9007  VERT ORDER  -  THIRD ?
 AH9007  ELLP ORDER  -  FOURTH    CLASS I
 AH9007
 AH9007.The horizontal coordinates were established by GPS observations
 AH9007.and adjusted by the National Geodetic Survey in April 1999..
 AH9007
 AH9007.The orthometric height was determined by differential leveling.
 AH9007.The vertical network tie was performed by a horz. field party for horz.
 AH9007.obs reductions. Reset procedures were used to establish the elevation.
 AH9007
 AH9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9007
 AH9007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9007
 AH9007.The ellipsoidal height was determined by GPS observations
 AH9007.and is referenced to NAD 83.
 AH9007
 AH9007.The geoid height was determined by GEOID03.
 AH9007
 AH9007;                    North         East     Units Scale Factor Converg.
 AH9007;SPC VA N     - 2,141,018.878 3,590,653.209   MT  0.99996346   +0 39 09.2
 AH9007;SPC VA N     - 7,024,326.10 11,780,334.74   sFT  0.99996346   +0 39 09.2
 AH9007;UTM  18      - 4,312,145.319   287,249.305   MT  1.00015738   -1 32 34.7
 AH9007
 AH9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9007!SPC VA N     -   0.99999158  x   0.99996346  =   0.99995504
 AH9007!UTM  18      -   0.99999158  x   1.00015738  =   1.00014896
 AH9007
 AH9007:                Primary Azimuth Mark                     Grid Az
 AH9007:SPC VA N     -  9033 MWAA GPS                            175 25 09.2
 AH9007:UTM  18      -  9033 MWAA GPS                            177 36 53.1
 AH9007
 AH9007|---------------------------------------------------------------------|
 AH9007| PID    Reference Object                     Distance      Geod. Az  |
 AH9007|                                                           dddmmss.s |
 AH9007| AH9008 9033 MWAA GPS                       APPROX. 0.6 KM 1760418.4 |
 AH9007|---------------------------------------------------------------------|
 AH9007
 AH9007                          SUPERSEDED SURVEY CONTROL
 AH9007
 AH9007  ELLIP H (04/28/99)   53.66   (m)                       GP(       ) 3 1
 AH9007
 AH9007.Superseded values are not recommended for survey control.
 AH9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9007.See file dsdata.txt to determine how the superseded data were derived.
 AH9007
 AH9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8724912145(NAD 83)
 AH9007_MARKER: DD = SURVEY DISK
 AH9007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9007_STAMPING: 9032 MWAA GPS 1996
 AH9007_MARK LOGO: MWAA  
 AH9007_PROJECTION: RECESSED 8 CENTIMETERS
 AH9007_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9007+STABILITY: SURFACE MOTION
 AH9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9007+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9007_ROD/PIPE-DEPTH:  1.0 meters
 AH9007
 AH9007  HISTORY     - Date     Condition        Report By
 AH9007  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9007
 AH9007                          STATION DESCRIPTION
 AH9007
 AH9007'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9007'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9007'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9007'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.5 MILESNORTH ON ROUTE
 AH9007'28, SULLY ROAD, TO A SIGNAL LIGHT.  TURN LEFT (WEST) ONTO A SERVICE
 AH9007'ROAD TO THE AIRPORT.  CONTINUE 0.2 MILESTO THE GATE 4 ENTRANCE OF THE
 AH9007'AIRPORT.  FROM GATE 4, PROCEED 1.2 MILESTO FIRE STATION NUMBER 2.
 AH9007'CONTINUE NORTHWEST PAST FIRE STATION NUMBER 2 ON A 30-FOOT WIDE PAVED
 AH9007'ROAD TOWARD RUNWAY 12-30, 0.3 MILESTO A TEN-FOOT WIDE PAVED ROAD ON
 AH9007'THE RIGHT.  GO NORTH ON THE TEN-FOOT PAVED ROAD APPROXIMATELY 450
 AH9007'FEETTO THE STATION ON THE RIGHT.  THE STATION IS 196.9 FEETNORTH OF A
 AH9007'BARBED WIRE FENCE CORNER, 24 FEETNORTHEAST OF A CONCRETE MARKER
 AH9007'LABELED DUCT 1-4 C, AND 28 FEETNORTHEAST OF A CONCRETE MARKER LABELED
 AH9007'DUCT 1-4 D.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK
 AH9007'SET INTO THE TOP OF A 1-METER LONG FENO PIPE , RECESSED 0.21 FEETBELOW
 AH9007'THE GROUND LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED
 AH9007'WITH CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE
 AH9007'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AH9007'FENO PIPE.  A SCREWDRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS
 AH9007'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9008 ***********************************************************************
 AH9008  DESIGNATION -  9033 MWAA GPS
 AH9008  PID         -  AH9008
 AH9008  STATE/COUNTY-  VA/FAIRFAX
 AH9008  USGS QUAD   -  HERNDON (1994)
 AH9008
 AH9008                         *CURRENT SURVEY CONTROL
 AH9008  ___________________________________________________________________
 AH9008* NAD 83(1993)-  38 55 36.01423(N)    077 27 14.18242(W)     ADJUSTED  
 AH9008* NAVD 88     -        85.4    (meters)     280.     (feet)  GPS OBS   
 AH9008  ___________________________________________________________________
 AH9008  X           -   1,079,276.802 (meters)                     COMP
 AH9008  Y           -  -4,849,848.947 (meters)                     COMP
 AH9008  Z           -   3,986,020.923 (meters)                     COMP
 AH9008  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AH9008  ELLIP HEIGHT-          53.55  (meters)          (06/14/02) GPS OBS
 AH9008  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AH9008
 AH9008  HORZ ORDER  -  FIRST
 AH9008  ELLP ORDER  -  FOURTH    CLASS I
 AH9008
 AH9008.The horizontal coordinates were established by GPS observations
 AH9008.and adjusted by the National Geodetic Survey in April 1999..
 AH9008
 AH9008.The orthometric height was determined by GPS observations and a
 AH9008.high-resolution geoid model.
 AH9008
 AH9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9008
 AH9008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9008
 AH9008.The ellipsoidal height was determined by GPS observations
 AH9008.and is referenced to NAD 83.
 AH9008
 AH9008.The geoid height was determined by GEOID03.
 AH9008
 AH9008;                    North         East     Units Scale Factor Converg.
 AH9008;SPC VA N     - 2,140,377.630 3,590,704.586   MT  0.99996291   +0 39 10.3
 AH9008;SPC VA N     - 7,022,222.27 11,780,503.30   sFT  0.99996291   +0 39 10.3
 AH9008;UTM  18      - 4,311,502.449   287,276.084   MT  1.00015724   -1 32 32.8
 AH9008
 AH9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9008!SPC VA N     -   0.99999160  x   0.99996291  =   0.99995451
 AH9008!UTM  18      -   0.99999160  x   1.00015724  =   1.00014884
 AH9008
 AH9008:                Primary Azimuth Mark                     Grid Az
 AH9008:SPC VA N     -  9034 MWAA GPS                            193 40 52.8
 AH9008:UTM  18      -  9034 MWAA GPS                            195 52 35.9
 AH9008
 AH9008|---------------------------------------------------------------------|
 AH9008| PID    Reference Object                     Distance      Geod. Az  |
 AH9008|                                                           dddmmss.s |
 AH9008| AH9009 9034 MWAA GPS                       APPROX. 0.5 KM 1942003.1 |
 AH9008|---------------------------------------------------------------------|
 AH9008
 AH9008                          SUPERSEDED SURVEY CONTROL
 AH9008
 AH9008  ELLIP H (04/28/99)   53.55   (m)                       GP(       ) 3 1
 AH9008
 AH9008.Superseded values are not recommended for survey control.
 AH9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9008.See file dsdata.txt to determine how the superseded data were derived.
 AH9008
 AH9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8727611502(NAD 83)
 AH9008_MARKER: DD = SURVEY DISK
 AH9008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9008_STAMPING: 9033 MWAA GPS 1996
 AH9008_MARK LOGO: MWAA  
 AH9008_PROJECTION: RECESSED 8 CENTIMETERS
 AH9008_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9008+STABILITY: SURFACE MOTION
 AH9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9008+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9008_ROD/PIPE-DEPTH:  1.0 meters
 AH9008
 AH9008  HISTORY     - Date     Condition        Report By
 AH9008  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9008
 AH9008                          STATION DESCRIPTION
 AH9008
 AH9008'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9008'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9008'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9008'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9008'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9008'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9008'GATE 1, CONTINUE NORTH ALONG A TEN-FOOT WIDE GRAVEL ROAD FOR
 AH9008'APPROXIMATELY 0.6 MILESTO THE STATION ON THE LEFT.  THE POINT IS 48.9
 AH9008'FEETSOUTH OF THE SOUTHEAST CORNER POST OF A COVERING FOR SALT TRUCKS,
 AH9008'21.5 FEETWEST OF THE CENTERLINE OF THE TEN-FOOT WIDE GRAVEL ROAD, AND
 AH9008'88.6 FEETNORTHWEST OF VEPCO POWER POLE HM 17.  THE STATION IS THE
 AH9008'CENTER OF A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER
 AH9008'LONG FENO PIPE, RECESSED 0.22 FEETBELOW THE GROUND LEVEL AND ENCASED
 AH9008'IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A
 AH9008'LOGO CAP IS FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AH9008'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER
 AH9008'IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9009 ***********************************************************************
 AH9009  DESIGNATION -  9034 MWAA GPS
 AH9009  PID         -  AH9009
 AH9009  STATE/COUNTY-  VA/FAIRFAX
 AH9009  USGS QUAD   -  HERNDON (1994)
 AH9009
 AH9009                         *CURRENT SURVEY CONTROL
 AH9009  ___________________________________________________________________
 AH9009* NAD 83(1993)-  38 55 19.88733(N)    077 27 19.45774(W)     ADJUSTED  
 AH9009* NAVD 88     -        86.5    (meters)     284.     (feet)  GPS OBS   
 AH9009  ___________________________________________________________________
 AH9009  X           -   1,079,220.813 (meters)                     COMP
 AH9009  Y           -  -4,850,182.369 (meters)                     COMP
 AH9009  Z           -   3,985,634.704 (meters)                     COMP
 AH9009  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AH9009  ELLIP HEIGHT-          54.63  (meters)          (06/14/02) GPS OBS
 AH9009  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AH9009
 AH9009  HORZ ORDER  -  FIRST
 AH9009  ELLP ORDER  -  FOURTH    CLASS I
 AH9009
 AH9009.The horizontal coordinates were established by GPS observations
 AH9009.and adjusted by the National Geodetic Survey in April 1999..
 AH9009
 AH9009.The orthometric height was determined by GPS observations and a
 AH9009.high-resolution geoid model.
 AH9009
 AH9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9009
 AH9009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9009
 AH9009.The ellipsoidal height was determined by GPS observations
 AH9009.and is referenced to NAD 83.
 AH9009
 AH9009.The geoid height was determined by GEOID03.
 AH9009
 AH9009;                    North         East     Units Scale Factor Converg.
 AH9009;SPC VA N     - 2,139,878.924 3,590,583.187   MT  0.99996249   +0 39 07.0
 AH9009;SPC VA N     - 7,020,586.10 11,780,105.01   sFT  0.99996249   +0 39 07.0
 AH9009;UTM  18      - 4,311,008.664   287,135.644   MT  1.00015798   -1 32 35.6
 AH9009
 AH9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9009!SPC VA N     -   0.99999143  x   0.99996249  =   0.99995392
 AH9009!UTM  18      -   0.99999143  x   1.00015798  =   1.00014941
 AH9009
 AH9009:                Primary Azimuth Mark                     Grid Az
 AH9009:SPC VA N     -  9033 MWAA GPS                            013 40 52.8
 AH9009:UTM  18      -  9033 MWAA GPS                            015 52 35.4
 AH9009
 AH9009|---------------------------------------------------------------------|
 AH9009| PID    Reference Object                     Distance      Geod. Az  |
 AH9009|                                                           dddmmss.s |
 AH9009| AH9008 9033 MWAA GPS                       APPROX. 0.5 KM 0141959.8 |
 AH9009|---------------------------------------------------------------------|
 AH9009
 AH9009                          SUPERSEDED SURVEY CONTROL
 AH9009
 AH9009  ELLIP H (04/28/99)   54.63   (m)                       GP(       ) 3 1
 AH9009
 AH9009.Superseded values are not recommended for survey control.
 AH9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9009.See file dsdata.txt to determine how the superseded data were derived.
 AH9009
 AH9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8713611009(NAD 83)
 AH9009_MARKER: DD = SURVEY DISK
 AH9009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9009_SP_SET: SET IN OLD CONCRETE SLAB
 AH9009_STAMPING: 9034 MWAA GPS 1996
 AH9009_MARK LOGO: MWAA  
 AH9009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9009+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9009
 AH9009  HISTORY     - Date     Condition        Report By
 AH9009  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9009
 AH9009                          STATION DESCRIPTION
 AH9009
 AH9009'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9009'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9009'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9009'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9009'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9009'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9009'GATE 1, CONTINUE NORTH ALONG A TEN-FOOT WIDE GRAVEL ROAD 0.3 MILES TO
 AH9009'THE STATION ON THE RIGHT.  THE POINT IS 29.75 FEETNORTHEAST OF VEPCO
 AH9009'POWER POLE BE 21, 61.48 FEETSOUTHWEST OF THE SOUTHWEST CORNER OF A
 AH9009'METAL MAINTENANCE BUILDING DESIGNATED B 25, AND 75.75 FEET NORTHWEST
 AH9009'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING.  THE STATION IS
 AH9009'A 2-INCH BRASS DISK DRILLED AND SET FLUSH WITH AN OLD CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9010 ***********************************************************************
 AH9010  DESIGNATION -  9035 MWAA GPS
 AH9010  PID         -  AH9010
 AH9010  STATE/COUNTY-  VA/FAIRFAX
 AH9010  USGS QUAD   -  HERNDON (1994)
 AH9010
 AH9010                         *CURRENT SURVEY CONTROL
 AH9010  ___________________________________________________________________
 AH9010* NAD 83(1993)-  38 54 59.89994(N)    077 27 24.01491(W)     ADJUSTED  
 AH9010* NAVD 88     -        80.9    (meters)     265.     (feet)  GPS OBS   
 AH9010  ___________________________________________________________________
 AH9010  X           -   1,079,196.795 (meters)                     COMP
 AH9010  Y           -  -4,850,579.900 (meters)                     COMP
 AH9010  Z           -   3,985,151.614 (meters)                     COMP
 AH9010  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 AH9010  ELLIP HEIGHT-          48.99  (meters)          (06/14/02) GPS OBS
 AH9010  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AH9010
 AH9010  HORZ ORDER  -  FIRST
 AH9010  ELLP ORDER  -  FOURTH    CLASS I
 AH9010
 AH9010.The horizontal coordinates were established by GPS observations
 AH9010.and adjusted by the National Geodetic Survey in April 1999..
 AH9010
 AH9010.The orthometric height was determined by GPS observations and a
 AH9010.high-resolution geoid model.
 AH9010
 AH9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9010
 AH9010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9010
 AH9010.The ellipsoidal height was determined by GPS observations
 AH9010.and is referenced to NAD 83.
 AH9010
 AH9010.The geoid height was determined by GEOID03.
 AH9010
 AH9010;                    North         East     Units Scale Factor Converg.
 AH9010;SPC VA N     - 2,139,261.384 3,590,480.424   MT  0.99996198   +0 39 04.2
 AH9010;SPC VA N     - 7,018,560.06 11,779,767.86   sFT  0.99996198   +0 39 04.2
 AH9010;UTM  18      - 4,310,395.392   287,009.279   MT  1.00015864   -1 32 37.8
 AH9010
 AH9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9010!SPC VA N     -   0.99999231  x   0.99996198  =   0.99995429
 AH9010!UTM  18      -   0.99999231  x   1.00015864  =   1.00015095
 AH9010
 AH9010                          SUPERSEDED SURVEY CONTROL
 AH9010
 AH9010  ELLIP H (04/28/99)   48.99   (m)                       GP(       ) 3 1
 AH9010
 AH9010.Superseded values are not recommended for survey control.
 AH9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9010.See file dsdata.txt to determine how the superseded data were derived.
 AH9010
 AH9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8700910395(NAD 83)
 AH9010_MARKER: DD = SURVEY DISK
 AH9010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9010_STAMPING: 9035 MWAA GPS 1996
 AH9010_MARK LOGO: MWAA  
 AH9010_PROJECTION: RECESSED 8 CENTIMETERS
 AH9010_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9010+STABILITY: SURFACE MOTION
 AH9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9010+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9010_ROD/PIPE-DEPTH:  1.0 meters
 AH9010
 AH9010  HISTORY     - Date     Condition        Report By
 AH9010  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9010
 AH9010                          STATION DESCRIPTION
 AH9010
 AH9010'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9010'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9010'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9010'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9010'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9010'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9010'GATE 1, TURN SOUTH ALONG A TEN-FOOT WIDE GRAVEL ROAD INSIDE THE
 AH9010'SIX-FOOT CHAIN LINK PERIMETER FENCE OF THE AIRPORT.  CONTINUE
 AH9010'APPROXIMATELY 250 FEETTO A BEND IN THE GRAVEL ROAD AND THE STATION ON
 AH9010'THE RIGHT.  THE STATION IS 5.6 FEETNORTH OF THE SOUTHERN PERIMETER
 AH9010'FENCE, 15.5 FEETEAST OF THE WESTERN PERIMETER FENCE, AND 144.6 FEET
 AH9010'SOUTH OF VEPCO POWER POLE NUMBER BE 14.  THE STATION IS THE CENTER OF
 AH9010'A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO
 AH9010'PIPE, RECESSED 0.23 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9010'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9010'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9010'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9010'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9011 ***********************************************************************
 AH9011  DESIGNATION -  9036 MWAA GPS
 AH9011  PID         -  AH9011
 AH9011  STATE/COUNTY-  VA/FAIRFAX
 AH9011  USGS QUAD   -  HERNDON (1994)
 AH9011
 AH9011                         *CURRENT SURVEY CONTROL
 AH9011  ___________________________________________________________________
 AH9011* NAD 83(1993)-  38 54 54.82028(N)    077 26 09.14957(W)     ADJUSTED  
 AH9011* NAVD 88     -        97.3    (meters)     319.     (feet)  GPS OBS   
 AH9011  ___________________________________________________________________
 AH9011  X           -   1,080,981.476 (meters)                     COMP
 AH9011  Y           -  -4,850,296.453 (meters)                     COMP
 AH9011  Z           -   3,985,040.100 (meters)                     COMP
 AH9011  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AH9011  ELLIP HEIGHT-          65.49  (meters)          (06/14/02) GPS OBS
 AH9011  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AH9011
 AH9011  HORZ ORDER  -  FIRST
 AH9011  ELLP ORDER  -  FOURTH    CLASS I
 AH9011
 AH9011.The horizontal coordinates were established by GPS observations
 AH9011.and adjusted by the National Geodetic Survey in April 1999..
 AH9011
 AH9011.The orthometric height was determined by GPS observations and a
 AH9011.high-resolution geoid model.
 AH9011
 AH9011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9011
 AH9011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9011
 AH9011.The ellipsoidal height was determined by GPS observations
 AH9011.and is referenced to NAD 83.
 AH9011
 AH9011.The geoid height was determined by GEOID03.
 AH9011
 AH9011;                    North         East     Units Scale Factor Converg.
 AH9011;SPC VA N     - 2,139,125.459 3,592,285.640   MT  0.99996185   +0 39 50.9
 AH9011;SPC VA N     - 7,018,114.11 11,785,690.47   sFT  0.99996185   +0 39 50.9
 AH9011;UTM  18      - 4,310,190.389   288,808.310   MT  1.00014925   -1 31 50.6
 AH9011
 AH9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9011!SPC VA N     -   0.99998972  x   0.99996185  =   0.99995158
 AH9011!UTM  18      -   0.99998972  x   1.00014925  =   1.00013897
 AH9011
 AH9011|---------------------------------------------------------------------|
 AH9011| PID    Reference Object                     Distance      Geod. Az  |
 AH9011|                                                           dddmmss.s |
 AH9011| HV9295 9016 MWAA GPS                       341.784 METERS 01905     |
 AH9011|---------------------------------------------------------------------|
 AH9011
 AH9011                          SUPERSEDED SURVEY CONTROL
 AH9011
 AH9011  ELLIP H (04/28/99)   65.50   (m)                       GP(       ) 3 1
 AH9011
 AH9011.Superseded values are not recommended for survey control.
 AH9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9011.See file dsdata.txt to determine how the superseded data were derived.
 AH9011
 AH9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8880810190(NAD 83)
 AH9011_MARKER: DD = SURVEY DISK
 AH9011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9011_STAMPING: 9036 MWAA GPS 1996
 AH9011_MARK LOGO: MWAA  
 AH9011_PROJECTION: RECESSED 13 CENTIMETERS
 AH9011_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9011+STABILITY: SURFACE MOTION
 AH9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9011+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9011_ROD/PIPE-DEPTH:  1.0 meters
 AH9011
 AH9011  HISTORY     - Date     Condition        Report By
 AH9011  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9011
 AH9011                          STATION DESCRIPTION
 AH9011
 AH9011'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9011'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9011'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9011'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.5 MILESNORTH ON ROUTE
 AH9011'28, SULLY ROAD, TO A SIGNAL LIGHT.  TURN LEFT (WEST) ONTO A SERVICE
 AH9011'ROAD TO THE AIRPORT.  CONTINUE 0.2 MILESTO THE GATE 4 ENTRANCE OF THE
 AH9011'AIRPORT.  FROM GATE 4, PROCEED 0.1 MILES.TURN LEFT (SOUTH) ONTO A
 AH9011'10-FOOT WIDE GRAVEL ROAD.  CONTINUE FOR 0.15 MILESTO THE STATION ON
 AH9011'THE LEFT.  THE STATION IS 174.3 FEETEAST OF THE CENTERLINE OF THE
 AH9011'TEN-FOOT WIDE GRAVEL ROAD AND 69.6 FEETSOUTHEAST OF A POLE-MOUNTED
 AH9011'BIRDHOUSE.  THE STATION IS ON THE OPPOSITE SIDE OF THE ROAD FROM A
 AH9011'SMALL WEATHER STATION (WEST SIDE OF ROAD) .  THE STATION IS ON THE
 AH9011'BACK SIDE (EAST) OF A SMALL EARTH MOUND, WITH APPROXIMATE
 AH9011'LINE-OF-SIGHT NORTH TO RUNWAY 1R-19L.  THE STATION IS THE CENTER OF A
 AH9011'2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE
 AH9011', RECESSED 0.40 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9011'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9011'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9011'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9011'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9012 ***********************************************************************
 AH9012  DESIGNATION -  9037 MWAA GPS
 AH9012  PID         -  AH9012
 AH9012  STATE/COUNTY-  VA/FAIRFAX
 AH9012  USGS QUAD   -  HERNDON (1994)
 AH9012
 AH9012                         *CURRENT SURVEY CONTROL
 AH9012  ___________________________________________________________________
 AH9012* NAD 83(1993)-  38 54 16.21662(N)    077 26 50.11012(W)     ADJUSTED  
 AH9012* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 AH9012  ___________________________________________________________________
 AH9012  X           -   1,080,179.083 (meters)                     COMP
 AH9012  Y           -  -4,851,233.249 (meters)                     COMP
 AH9012  Z           -   3,984,107.484 (meters)                     COMP
 AH9012  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AH9012  ELLIP HEIGHT-          55.47  (meters)          (06/14/02) GPS OBS
 AH9012  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AH9012
 AH9012  HORZ ORDER  -  FIRST
 AH9012  ELLP ORDER  -  FOURTH    CLASS I
 AH9012
 AH9012.The horizontal coordinates were established by GPS observations
 AH9012.and adjusted by the National Geodetic Survey in April 1999..
 AH9012
 AH9012.The orthometric height was determined by GPS observations and a
 AH9012.high-resolution geoid model.
 AH9012
 AH9012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9012
 AH9012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9012
 AH9012.The ellipsoidal height was determined by GPS observations
 AH9012.and is referenced to NAD 83.
 AH9012
 AH9012.The geoid height was determined by GEOID03.
 AH9012
 AH9012;                    North         East     Units Scale Factor Converg.
 AH9012;SPC VA N     - 2,137,923.779 3,591,312.590   MT  0.99996090   +0 39 25.3
 AH9012;SPC VA N     - 7,014,171.60 11,782,498.06   sFT  0.99996090   +0 39 25.3
 AH9012;UTM  18      - 4,309,026.633   287,789.761   MT  1.00015456   -1 32 15.0
 AH9012
 AH9012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9012!SPC VA N     -   0.99999130  x   0.99996090  =   0.99995220
 AH9012!UTM  18      -   0.99999130  x   1.00015456  =   1.00014586
 AH9012
 AH9012|---------------------------------------------------------------------|
 AH9012| PID    Reference Object                     Distance      Geod. Az  |
 AH9012|                                                           dddmmss.s |
 AH9012| AH9013 9038 MWAA GPS                       385.151 METERS 18026     |
 AH9012|---------------------------------------------------------------------|
 AH9012
 AH9012                          SUPERSEDED SURVEY CONTROL
 AH9012
 AH9012  ELLIP H (04/28/99)   55.48   (m)                       GP(       ) 3 1
 AH9012
 AH9012.Superseded values are not recommended for survey control.
 AH9012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9012.See file dsdata.txt to determine how the superseded data were derived.
 AH9012
 AH9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8779009027(NAD 83)
 AH9012_MARKER: DD = SURVEY DISK
 AH9012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9012_STAMPING: 9037 MWAA GPS 1996
 AH9012_MARK LOGO: MWAA  
 AH9012_PROJECTION: RECESSED 10 CENTIMETERS
 AH9012_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9012+STABILITY: SURFACE MOTION
 AH9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9012+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9012_ROD/PIPE-DEPTH:  1.0 meters
 AH9012
 AH9012  HISTORY     - Date     Condition        Report By
 AH9012  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9012
 AH9012                          STATION DESCRIPTION
 AH9012
 AH9012'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9012'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9012'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9012'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9012'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9012'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9012'GATE 1, PROCEED SOUTHEASTERLY (SOUTH -- THEN EAST -- THEN SOUTH) ALONG
 AH9012'A TEN-FOOT WIDE GRAVEL ROAD INSIDE THE SIX-FOOT CHAIN LINK PERIMETER
 AH9012'FENCE OF THE AIRPORT 1.2 MILESTO THE STATION ON THE RIGHT (WEST) .
 AH9012'THE STATION IS 4.4 FEETEAST OF THE PERIMETER FENCE AND 10.3 FEETWEST
 AH9012'OF THE CENTERLINE OF THE TEN-FOOT WIDE GRAVEL ROAD.  THE NEAREST
 AH9012'LANDMARK IS A BASKETBALL GOAL (ON THE OPPOSITE SIDE OF THE FENCE,
 AH9012'OUTSIDE THE AIRPORT) AT A DISTANCE OF ABOUT 110 FEETTO THE SOUTHWEST.
 AH9012'BEYOND THE BASKETBALL GOAL IS A MODERN TAN BRICK 3-STORY OFFICE
 AH9012'BUILDING AND PARKING LOTS -- ALL OUTSIDE DULLES AIRPORT PROPERTY
 AH9012'LIMITS.  STATION 9037 IS 1263.6 FEETNORTH OF STATION 9038 WHICH IS
 AH9012'EASILY LOCATED.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY
 AH9012'DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE, RECESSED 0.31
 AH9012'FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE,
 AH9012'SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET
 AH9012'FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AH9012'BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO OPEN THE LOGO
 AH9012'CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9013 ***********************************************************************
 AH9013  DESIGNATION -  9038 MWAA GPS
 AH9013  PID         -  AH9013
 AH9013  STATE/COUNTY-  VA/FAIRFAX
 AH9013  USGS QUAD   -  HERNDON (1994)
 AH9013
 AH9013                         *CURRENT SURVEY CONTROL
 AH9013  ___________________________________________________________________
 AH9013* NAD 83(1993)-  38 54 03.72712(N)    077 26 50.23101(W)     ADJUSTED  
 AH9013* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 AH9013  ___________________________________________________________________
 AH9013  X           -   1,080,228.807 (meters)                     COMP
 AH9013  Y           -  -4,851,469.971 (meters)                     COMP
 AH9013  Z           -   3,983,807.761 (meters)                     COMP
 AH9013  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 AH9013  ELLIP HEIGHT-          55.47  (meters)          (06/14/02) GPS OBS
 AH9013  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AH9013
 AH9013  HORZ ORDER  -  FIRST
 AH9013  ELLP ORDER  -  FOURTH    CLASS I
 AH9013
 AH9013.The horizontal coordinates were established by GPS observations
 AH9013.and adjusted by the National Geodetic Survey in April 1999..
 AH9013
 AH9013.The orthometric height was determined by GPS observations and a
 AH9013.high-resolution geoid model.
 AH9013
 AH9013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9013
 AH9013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9013
 AH9013.The ellipsoidal height was determined by GPS observations
 AH9013.and is referenced to NAD 83.
 AH9013
 AH9013.The geoid height was determined by GEOID03.
 AH9013
 AH9013;                    North         East     Units Scale Factor Converg.
 AH9013;SPC VA N     - 2,137,538.646 3,591,314.093   MT  0.99996060   +0 39 25.3
 AH9013;SPC VA N     - 7,012,908.04 11,782,502.99   sFT  0.99996060   +0 39 25.3
 AH9013;UTM  18      - 4,308,641.650   287,776.513   MT  1.00015463   -1 32 14.7
 AH9013
 AH9013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9013!SPC VA N     -   0.99999130  x   0.99996060  =   0.99995190
 AH9013!UTM  18      -   0.99999130  x   1.00015463  =   1.00014593
 AH9013
 AH9013|---------------------------------------------------------------------|
 AH9013| PID    Reference Object                     Distance      Geod. Az  |
 AH9013|                                                           dddmmss.s |
 AH9013| AH9012 9037 MWAA GPS                       385.151 METERS 00026     |
 AH9013|---------------------------------------------------------------------|
 AH9013
 AH9013                          SUPERSEDED SURVEY CONTROL
 AH9013
 AH9013  ELLIP H (04/28/99)   55.47   (m)                       GP(       ) 3 1
 AH9013
 AH9013.Superseded values are not recommended for survey control.
 AH9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9013.See file dsdata.txt to determine how the superseded data were derived.
 AH9013
 AH9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8777708642(NAD 83)
 AH9013_MARKER: DD = SURVEY DISK
 AH9013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9013_STAMPING: 9038 MWAA GPS 1996
 AH9013_MARK LOGO: MWAA  
 AH9013_PROJECTION: RECESSED 10 CENTIMETERS
 AH9013_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9013+STABILITY: SURFACE MOTION
 AH9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9013+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9013_ROD/PIPE-DEPTH:  1.0 meters
 AH9013
 AH9013  HISTORY     - Date     Condition        Report By
 AH9013  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9013
 AH9013                          STATION DESCRIPTION
 AH9013
 AH9013'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9013'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9013'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9013'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9013'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9013'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9013'GATE 1, PROCEED SOUTHEASTERLY (SOUTH -- THEN EAST -- THEN SOUTH) ALONG
 AH9013'A TEN-FOOT WIDE GRAVEL ROAD INSIDE THE SIX-FOOT CHAIN LINK PERIMETER
 AH9013'FENCE OF THE AIRPORT 1.5 MILESTO THE STATION ON THE RIGHT (WEST) .
 AH9013'THE STATION IS 9.2 FEETEAST OF THE PERIMETER FENCE AND 13.8
 AH9013'FEETNORTHEAST OF THE ANGLE POINT IN THE SIX-FOOT CHAIN LINK PERIMETER
 AH9013'FENCE WHERE THE FENCE TURNS EAST ALONG THE ROUTE 50 RIGHT-OF-WAY. THE
 AH9013'STATION IS ACROSS HIGHWAY 50 FROM THE WEST FAIRFAX COMMERCE CENTER.
 AH9013'THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK SET INTO THE
 AH9013'TOP OF A 1-METER LONG FENO PIPE, RECESSED 0.30 FEETBELOW THE GROUND
 AH9013'LEVEL AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH
 AH9013'CONCRETE, TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE
 AH9013'GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AH9013'FENO PIPE.  A SCREWDRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS
 AH9013'THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9014 ***********************************************************************
 AH9014  DESIGNATION -  9039 MWAA GPS
 AH9014  PID         -  AH9014
 AH9014  STATE/COUNTY-  VA/FAIRFAX
 AH9014  USGS QUAD   -  HERNDON (1994)
 AH9014
 AH9014                         *CURRENT SURVEY CONTROL
 AH9014  ___________________________________________________________________
 AH9014* NAD 83(1993)-  38 55 34.24936(N)    077 29 20.26115(W)     ADJUSTED  
 AH9014* NAVD 88     -        95.5    (meters)     313.     (feet)  GPS OBS   
 AH9014  ___________________________________________________________________
 AH9014  X           -   1,076,321.233 (meters)                     COMP
 AH9014  Y           -  -4,850,548.702 (meters)                     COMP
 AH9014  Z           -   3,985,984.848 (meters)                     COMP
 AH9014  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 AH9014  ELLIP HEIGHT-          63.52  (meters)          (06/14/02) GPS OBS
 AH9014  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AH9014
 AH9014  HORZ ORDER  -  FIRST
 AH9014  ELLP ORDER  -  FOURTH    CLASS I
 AH9014
 AH9014.The horizontal coordinates were established by GPS observations
 AH9014.and adjusted by the National Geodetic Survey in April 1999..
 AH9014
 AH9014.The orthometric height was determined by GPS observations and a
 AH9014.high-resolution geoid model.
 AH9014
 AH9014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9014
 AH9014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9014
 AH9014.The ellipsoidal height was determined by GPS observations
 AH9014.and is referenced to NAD 83.
 AH9014
 AH9014.The geoid height was determined by GEOID03.
 AH9014
 AH9014;                    North         East     Units Scale Factor Converg.
 AH9014;SPC VA N     - 2,140,289.187 3,587,668.541   MT  0.99996286   +0 37 51.6
 AH9014;SPC VA N     - 7,021,932.11 11,770,542.54   sFT  0.99996286   +0 37 51.6
 AH9014;UTM  18      - 4,311,530.381   284,238.265   MT  1.00017328   -1 33 52.1
 AH9014
 AH9014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9014!SPC VA N     -   0.99999003  x   0.99996286  =   0.99995289
 AH9014!UTM  18      -   0.99999003  x   1.00017328  =   1.00016331
 AH9014
 AH9014:                Primary Azimuth Mark                     Grid Az
 AH9014:SPC VA N     -  9040 MWAA GPS                            307 41 29.5
 AH9014:UTM  18      -  9040 MWAA GPS                            309 53 13.2
 AH9014
 AH9014|---------------------------------------------------------------------|
 AH9014| PID    Reference Object                     Distance      Geod. Az  |
 AH9014|                                                           dddmmss.s |
 AH9014| AH9015 9040 MWAA GPS                       487.605 METERS 3081921.1 |
 AH9014|---------------------------------------------------------------------|
 AH9014
 AH9014                          SUPERSEDED SURVEY CONTROL
 AH9014
 AH9014  ELLIP H (04/28/99)   63.52   (m)                       GP(       ) 3 1
 AH9014
 AH9014.Superseded values are not recommended for survey control.
 AH9014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9014.See file dsdata.txt to determine how the superseded data were derived.
 AH9014
 AH9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8423811530(NAD 83)
 AH9014_MARKER: DD = SURVEY DISK
 AH9014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9014_STAMPING: 9039 MWAA GPS 1996
 AH9014_MARK LOGO: MWAA  
 AH9014_PROJECTION: RECESSED 10 CENTIMETERS
 AH9014_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9014+STABILITY: SURFACE MOTION
 AH9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9014+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9014_ROD/PIPE-DEPTH:  1.0 meters
 AH9014
 AH9014  HISTORY     - Date     Condition        Report By
 AH9014  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9014
 AH9014                          STATION DESCRIPTION
 AH9014
 AH9014'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9014'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9014'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9014'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9014'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9014'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9014'GATE 1, TURN LEFT (WEST) ALONG A TEN-FOOT WIDE GRAVEL ROAD INSIDE THE
 AH9014'SIX-FOOT CHAIN LINK PERIMETER FENCE OF THE AIRPORT.  CONTINUE FOR
 AH9014'APPROXIMATELY 1.8 MILESTO THE STATION ON THE LEFT, BEFORE CROSSING A
 AH9014'GRAVEL ROAD WHICH LEADS TO GATE 24.  THE STATION IS 15.6 FEETEAST OF
 AH9014'THE SIX-FOOT CHAIN LINK PERIMETER FENCE, 55.9 FEETSOUTHEAST OF THE
 AH9014'SOUTHERLY GATE POST OF GATE 24, AND 39.0 FEETSOUTH OF THE CENTERLINE
 AH9014'OF THE GRAVEL ENTRANCE ROAD TO GATE 24.  THE STATION IS THE CENTER OF
 AH9014'A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO
 AH9014'PIPE, RECESSED 0.35 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9014'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9014'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9014'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9014'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9015 ***********************************************************************
 AH9015  DESIGNATION -  9040 MWAA GPS
 AH9015  PID         -  AH9015
 AH9015  STATE/COUNTY-  VA/FAIRFAX
 AH9015  USGS QUAD   -  HERNDON (1994)
 AH9015
 AH9015                         *CURRENT SURVEY CONTROL
 AH9015  ___________________________________________________________________
 AH9015* NAD 83(1993)-  38 55 44.05401(N)    077 29 36.14285(W)     ADJUSTED  
 AH9015* NAVD 88     -       102.9    (meters)     338.     (feet)  GPS OBS   
 AH9015  ___________________________________________________________________
 AH9015  X           -   1,075,907.872 (meters)                     COMP
 AH9015  Y           -  -4,850,451.763 (meters)                     COMP
 AH9015  Z           -   3,986,224.754 (meters)                     COMP
 AH9015  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AH9015  ELLIP HEIGHT-          70.99  (meters)          (06/14/02) GPS OBS
 AH9015  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AH9015
 AH9015  HORZ ORDER  -  FIRST
 AH9015  ELLP ORDER  -  FOURTH    CLASS I
 AH9015
 AH9015.The horizontal coordinates were established by GPS observations
 AH9015.and adjusted by the National Geodetic Survey in April 1999..
 AH9015
 AH9015.The orthometric height was determined by GPS observations and a
 AH9015.high-resolution geoid model.
 AH9015
 AH9015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9015
 AH9015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9015
 AH9015.The ellipsoidal height was determined by GPS observations
 AH9015.and is referenced to NAD 83.
 AH9015
 AH9015.The geoid height was determined by GEOID03.
 AH9015
 AH9015;                    North         East     Units Scale Factor Converg.
 AH9015;SPC VA N     - 2,140,587.303 3,587,282.706   MT  0.99996312   +0 37 41.7
 AH9015;SPC VA N     - 7,022,910.18 11,769,276.68   sFT  0.99996312   +0 37 41.7
 AH9015;UTM  18      - 4,311,843.124   283,864.056   MT  1.00017527   -1 34 02.4
 AH9015
 AH9015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9015!SPC VA N     -   0.99998886  x   0.99996312  =   0.99995198
 AH9015!UTM  18      -   0.99998886  x   1.00017527  =   1.00016413
 AH9015
 AH9015:                Primary Azimuth Mark                     Grid Az
 AH9015:SPC VA N     -  9039 MWAA GPS                            127 41 29.5
 AH9015:UTM  18      -  9039 MWAA GPS                            129 53 13.6
 AH9015
 AH9015|---------------------------------------------------------------------|
 AH9015| PID    Reference Object                     Distance      Geod. Az  |
 AH9015|                                                           dddmmss.s |
 AH9015| AH9014 9039 MWAA GPS                       487.605 METERS 1281911.2 |
 AH9015|---------------------------------------------------------------------|
 AH9015
 AH9015                          SUPERSEDED SURVEY CONTROL
 AH9015
 AH9015  ELLIP H (04/28/99)   70.99   (m)                       GP(       ) 3 1
 AH9015
 AH9015.Superseded values are not recommended for survey control.
 AH9015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9015.See file dsdata.txt to determine how the superseded data were derived.
 AH9015
 AH9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8386411843(NAD 83)
 AH9015_MARKER: DD = SURVEY DISK
 AH9015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9015_STAMPING: 9040 MWAA GPS 1996
 AH9015_MARK LOGO: MWAA  
 AH9015_PROJECTION: RECESSED 5 CENTIMETERS
 AH9015_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9015+STABILITY: SURFACE MOTION
 AH9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9015+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9015_ROD/PIPE-DEPTH:  1.0 meters
 AH9015
 AH9015  HISTORY     - Date     Condition        Report By
 AH9015  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9015
 AH9015                          STATION DESCRIPTION
 AH9015
 AH9015'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9015'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9015'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9015'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.1 MILESWEST ON ROUTE 50.
 AH9015'TURN RIGHT (NORTH) ONTO WILLARD ROAD AND PROCEED 0.8 MILES TO THE
 AH9015'GUARD SHACK AT GATE 1 FOR DULLES AIRPORT.  FROM THE GUARD SHACK AT
 AH9015'GATE 1 TURN LEFT (WEST) ALONG A TEN-FOOT WIDE GRAVEL ROAD INSIDE THE
 AH9015'SIX-FOOT CHAIN LINK PERIMETER FENCE OF THE AIRPORT.  CONTINUE FOR
 AH9015'APPROXIMATELY 2.1 MILESTO THE STATION ON THE RIGHT.  THE STATION IS
 AH9015'33.9 FEETNORTHEAST OF AN ANGLE POINT IN THE SIX-FOOT CHAIN LINK
 AH9015'PERIMETER FENCE, AND 12.0 FEETNORTH OF THE CENTERLINE OF THE TEN-FOOT
 AH9015'WIDE GRAVEL PERIMETER ROAD.  THE STATION IS THE CENTER OF A 2-INCH
 AH9015'BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER LONG FENO PIPE,
 AH9015'RECESSED 0.17 FEETBELOW THE GROUND LEVEL AND ENCASED IN A 5-INCH
 AH9015'DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A LOGO CAP IS
 AH9015'FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR ANCHOR PRONGS
 AH9015'EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER IS REQUIRED TO
 AH9015'OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9016 ***********************************************************************
 AH9016  DESIGNATION -  9041 MWAA GPS
 AH9016  PID         -  AH9016
 AH9016  STATE/COUNTY-  VA/FAIRFAX
 AH9016  USGS QUAD   -  HERNDON (1994)
 AH9016
 AH9016                         *CURRENT SURVEY CONTROL
 AH9016  ___________________________________________________________________
 AH9016* NAD 83(1993)-  38 57 11.10758(N)    077 27 04.73044(W)     ADJUSTED  
 AH9016* NAVD 88     -        92.8    (meters)     304.     (feet)  GPS OBS   
 AH9016  ___________________________________________________________________
 AH9016  X           -   1,079,099.842 (meters)                     COMP
 AH9016  Y           -  -4,848,006.019 (meters)                     COMP
 AH9016  Z           -   3,988,306.407 (meters)                     COMP
 AH9016  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 AH9016  ELLIP HEIGHT-          60.88  (meters)          (06/14/02) GPS OBS
 AH9016  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AH9016
 AH9016  HORZ ORDER  -  FIRST
 AH9016  ELLP ORDER  -  FOURTH    CLASS I
 AH9016
 AH9016.The horizontal coordinates were established by GPS observations
 AH9016.and adjusted by the National Geodetic Survey in April 1999..
 AH9016
 AH9016.The orthometric height was determined by GPS observations and a
 AH9016.high-resolution geoid model.
 AH9016
 AH9016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9016
 AH9016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9016
 AH9016.The ellipsoidal height was determined by GPS observations
 AH9016.and is referenced to NAD 83.
 AH9016
 AH9016.The geoid height was determined by GEOID03.
 AH9016
 AH9016;                    North         East     Units Scale Factor Converg.
 AH9016;SPC VA N     - 2,143,312.354 3,590,898.743   MT  0.99996550   +0 39 16.2
 AH9016;SPC VA N     - 7,031,850.61 11,781,140.29   sFT  0.99996550   +0 39 16.2
 AH9016;UTM  18      - 4,314,428.142   287,582.598   MT  1.00015564   -1 32 30.0
 AH9016
 AH9016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9016!SPC VA N     -   0.99999045  x   0.99996550  =   0.99995595
 AH9016!UTM  18      -   0.99999045  x   1.00015564  =   1.00014609
 AH9016
 AH9016|---------------------------------------------------------------------|
 AH9016| PID    Reference Object                     Distance      Geod. Az  |
 AH9016|                                                           dddmmss.s |
 AH9016| HV9288 9009 MWAA GPS                       251.580 METERS 00459     |
 AH9016| HV9286 9004 MWAA GPS                       APPROX. 0.5 KM 0141427.9 |
 AH9016|---------------------------------------------------------------------|
 AH9016
 AH9016                          SUPERSEDED SURVEY CONTROL
 AH9016
 AH9016  ELLIP H (04/28/99)   60.88   (m)                       GP(       ) 3 1
 AH9016
 AH9016.Superseded values are not recommended for survey control.
 AH9016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9016.See file dsdata.txt to determine how the superseded data were derived.
 AH9016
 AH9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8758314428(NAD 83)
 AH9016_MARKER: DD = SURVEY DISK
 AH9016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9016_SP_SET: SET IN CONCRETE ROOF OF BUILDING
 AH9016_STAMPING: 9041 MWAA GPS 1996
 AH9016_MARK LOGO: MWAA  
 AH9016_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9016+STABILITY: SURFACE MOTION
 AH9016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9016+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9016
 AH9016  HISTORY     - Date     Condition        Report By
 AH9016  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9016
 AH9016                          STATION DESCRIPTION
 AH9016
 AH9016'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9016'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH9016'THE INTERSECTION OF THE DULLES AIRPORT ACCESS HIGHWAY, ROUTE 267, AND
 AH9016'SULLY ROAD, ROUTE 28, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS
 AH9016'HIGHWAY 1.7 MILESTO THE WEST END OF THE AIRPORT MAIN TERMINAL.  THE
 AH9016'STATION IS 6 FEETFROM THE NORTH AND WEST EDGES OF THE ROOF OF THE
 AH9016'INTERNATIONAL ARRIVALS BUILDING.  THIS IS ON THE UPPER (DEPARTURE)
 AH9016'DECK ON THE EXTENSION OF THE TERMINALS MAIN SIDEWALK (UPPER PROMINADE
 AH9016'DECK) TO THE WEST.  THE STATION IS THE CENTER OF A 2-INCH BRASS SURVEY
 AH9016'DISK, DRILLED AND SET FLUSH WITH THE CONCRETE ROOF AND PROMINADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9017 ***********************************************************************
 AH9017  DESIGNATION -  9042 MWAA GPS
 AH9017  PID         -  AH9017
 AH9017  STATE/COUNTY-  VA/FAIRFAX
 AH9017  USGS QUAD   -  HERNDON (1994)
 AH9017
 AH9017                         *CURRENT SURVEY CONTROL
 AH9017  ___________________________________________________________________
 AH9017* NAD 83(1993)-  38 57 10.94613(N)    077 26 42.90263(W)     ADJUSTED  
 AH9017* NAVD 88     -        92.1    (meters)     302.     (feet)  GPS OBS   
 AH9017  ___________________________________________________________________
 AH9017  X           -   1,079,613.432 (meters)                     COMP
 AH9017  Y           -  -4,847,894.313 (meters)                     COMP
 AH9017  Z           -   3,988,302.089 (meters)                     COMP
 AH9017  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AH9017  ELLIP HEIGHT-          60.17  (meters)          (06/14/02) GPS OBS
 AH9017  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AH9017
 AH9017  HORZ ORDER  -  FIRST
 AH9017  ELLP ORDER  -  FOURTH    CLASS I
 AH9017
 AH9017.The horizontal coordinates were established by GPS observations
 AH9017.and adjusted by the National Geodetic Survey in April 1999..
 AH9017
 AH9017.The orthometric height was determined by GPS observations and a
 AH9017.high-resolution geoid model.
 AH9017
 AH9017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9017
 AH9017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9017
 AH9017.The ellipsoidal height was determined by GPS observations
 AH9017.and is referenced to NAD 83.
 AH9017
 AH9017.The geoid height was determined by GEOID03.
 AH9017
 AH9017;                    North         East     Units Scale Factor Converg.
 AH9017;SPC VA N     - 2,143,313.397 3,591,424.334   MT  0.99996549   +0 39 29.8
 AH9017;SPC VA N     - 7,031,854.04 11,782,864.67   sFT  0.99996549   +0 39 29.8
 AH9017;UTM  18      - 4,314,409.040   288,107.942   MT  1.00015289   -1 32 16.3
 AH9017
 AH9017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9017!SPC VA N     -   0.99999056  x   0.99996549  =   0.99995605
 AH9017!UTM  18      -   0.99999056  x   1.00015289  =   1.00014345
 AH9017
 AH9017:                Primary Azimuth Mark                     Grid Az
 AH9017:SPC VA N     -  9007 MWAA GPS                            010 16 33.0
 AH9017:UTM  18      -  9007 MWAA GPS                            012 28 19.1
 AH9017
 AH9017|---------------------------------------------------------------------|
 AH9017| PID    Reference Object                     Distance      Geod. Az  |
 AH9017|                                                           dddmmss.s |
 AH9017| HV9283 9007 MWAA GPS                       APPROX. 0.6 KM 0105602.8 |
 AH9017| HV9291 9012 MWAA GPS                       440.817 METERS 1155746.5 |
 AH9017|---------------------------------------------------------------------|
 AH9017
 AH9017                          SUPERSEDED SURVEY CONTROL
 AH9017
 AH9017  ELLIP H (04/28/99)   60.17   (m)                       GP(       ) 3 1
 AH9017
 AH9017.Superseded values are not recommended for survey control.
 AH9017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9017.See file dsdata.txt to determine how the superseded data were derived.
 AH9017
 AH9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8810814409(NAD 83)
 AH9017_MARKER: DD = SURVEY DISK
 AH9017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9017_STAMPING: 9042 MWAA GPS 1996
 AH9017_MARK LOGO: MWAA  
 AH9017_PROJECTION: RECESSED 15 CENTIMETERS
 AH9017_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9017+STABILITY: SURFACE MOTION
 AH9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9017+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9017_ROD/PIPE-DEPTH:  1.0 meters
 AH9017
 AH9017  HISTORY     - Date     Condition        Report By
 AH9017  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9017
 AH9017                          STATION DESCRIPTION
 AH9017
 AH9017'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9017'THE STATION IS LOCATED AT DULLES AIRPORT.  TO GET TO THE STATION FROM
 AH9017'THE INTERSECTION OF THE DULLES AIRPORT ACCESS HIGHWAY, ROUTE 267, AND
 AH9017'SULLY ROAD, ROUTE 28, CONTINUE WESTERLY ON THE DULLES AIRPORT ACCESS
 AH9017'HIGHWAY 2.0 MILESTO THE POINT ON THE RIGHT, PAST THE EAST END OF THE
 AH9017'AIRPORT MAIN TERMINAL.  THE STATION IS 128.49 FEETNORTHWEST OF A FIRE
 AH9017'HYDRANT, 39.03 FEETWEST OF A MWAA STORM MANHOLE, 22.0 FEETSOUTH OF THE
 AH9017'CENTERLINE OF THE PAVED ACCESS ROAD IN FRONT OF THE MAIN TERMINAL ,
 AH9017'AND 3.0 FEETSOUTH OF AN EXISTING GUARD RAIL.  THE STATION IS THE
 AH9017'CENTER OF A 2-INCH BRASS SURVEY DISK SET INTO THE TOP OF A 1-METER
 AH9017'LONG FENO PIPE, RECESSED 0.50 FEETBELOW THE GROUND LEVEL AND ENCASED
 AH9017'IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE, TO WHICH A
 AH9017'LOGO CAP IS FASTENED AND SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AH9017'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A SCREWDRIVER
 AH9017'IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9018 ***********************************************************************
 AH9018  DESIGNATION -  9043 MWAA GPS
 AH9018  PID         -  AH9018
 AH9018  STATE/COUNTY-  VA/FAIRFAX
 AH9018  USGS QUAD   -  HERNDON (1994)
 AH9018
 AH9018                         *CURRENT SURVEY CONTROL
 AH9018  ___________________________________________________________________
 AH9018* NAD 83(1993)-  38 56 04.93086(N)    077 26 50.84591(W)     ADJUSTED  
 AH9018* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 AH9018  ___________________________________________________________________
 AH9018  X           -   1,079,704.456 (meters)                     COMP
 AH9018  Y           -  -4,849,183.175 (meters)                     COMP
 AH9018  Z           -   3,986,717.336 (meters)                     COMP
 AH9018  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 AH9018  ELLIP HEIGHT-          57.91  (meters)          (06/14/02) GPS OBS
 AH9018  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AH9018
 AH9018  HORZ ORDER  -  FIRST
 AH9018  ELLP ORDER  -  FOURTH    CLASS I
 AH9018
 AH9018.The horizontal coordinates were established by GPS observations
 AH9018.and adjusted by the National Geodetic Survey in April 1999..
 AH9018
 AH9018.The orthometric height was determined by GPS observations and a
 AH9018.high-resolution geoid model.
 AH9018
 AH9018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9018
 AH9018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9018
 AH9018.The ellipsoidal height was determined by GPS observations
 AH9018.and is referenced to NAD 83.
 AH9018
 AH9018.The geoid height was determined by GEOID03.
 AH9018
 AH9018;                    North         East     Units Scale Factor Converg.
 AH9018;SPC VA N     - 2,141,275.673 3,591,256.428   MT  0.99996367   +0 39 24.9
 AH9018;SPC VA N     - 7,025,168.60 11,782,313.80   sFT  0.99996367   +0 39 24.9
 AH9018;UTM  18      - 4,312,378.861   287,862.037   MT  1.00015418   -1 32 19.1
 AH9018
 AH9018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9018!SPC VA N     -   0.99999091  x   0.99996367  =   0.99995458
 AH9018!UTM  18      -   0.99999091  x   1.00015418  =   1.00014509
 AH9018
 AH9018                          SUPERSEDED SURVEY CONTROL
 AH9018
 AH9018  ELLIP H (04/28/99)   57.91   (m)                       GP(       ) 3 1
 AH9018
 AH9018.Superseded values are not recommended for survey control.
 AH9018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9018.See file dsdata.txt to determine how the superseded data were derived.
 AH9018
 AH9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8786212379(NAD 83)
 AH9018_MARKER: DD = SURVEY DISK
 AH9018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH9018_STAMPING: 9043 MWAA GPS 1996
 AH9018_MARK LOGO: MWAA  
 AH9018_PROJECTION: RECESSED 5 CENTIMETERS
 AH9018_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH9018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9018+STABILITY: SURFACE MOTION
 AH9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9018+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH9018_ROD/PIPE-DEPTH:  1.0 meters
 AH9018
 AH9018  HISTORY     - Date     Condition        Report By
 AH9018  HISTORY     - 1996     MONUMENTED       DEWDAV
 AH9018
 AH9018                          STATION DESCRIPTION
 AH9018
 AH9018'DESCRIBED BY DEWBERRY DAVIS 1996 (JM)
 AH9018'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  TO
 AH9018'GET TO THE STATION FROM THE INTERSECTION OF ROUTES 28 AND 50, NEAR THE
 AH9018'SOUTHEAST CORNER OF DULLES AIRPORT, PROCEED 1.5 MILESNORTH ON ROUTE
 AH9018'28, SULLY ROAD, TO A SIGNAL LIGHT.  TURN LEFT (WEST) ONTO A SERVICE
 AH9018'ROAD TO THE AIRPORT.  CONTINUE 0.2 MILESTO THE GATE 4 ENTRANCE OF THE
 AH9018'AIRPORT.  FROM GATE 4, PROCEED 1.0 MILES.BEAR RIGHT AT A TRIANGULAR
 AH9018'MEDIAN ONTO THE SOUTH SERVICE ROAD HEADING NORTH. PROCEED 0.6 MILESTO
 AH9018'A TEN-FOOT GRAVEL ROAD ON THE RIGHT WHICH LEADS TO A WEATHER STATION.
 AH9018'TURN RIGHT (EAST) ONTO THE TEN-FOOT WIDE GRAVEL ROAD, AND PROCEED
 AH9018'APPROXIMATELY 150 FEETTO THE STATION ON THE LEFT.  THE STATION IS
 AH9018'171.0 FEETEAST OF THE SOUTH SERVICE ROAD, 12.5 FEETNORTH OF THE
 AH9018'TEN-FOOT WIDE GRAVEL ROAD, 10.4 FEETSOUTHWEST OF A POLE-MOUNTED WIND
 AH9018'GAUGE, AND 55.3 FEETNORTHWEST OF A POWER POLE-MOUNTED WIND GAUGE.  THE
 AH9018'STATION IS THE CENTER OF A 2-INCH BRASS SURVEY DISK SET INTO THE TOP
 AH9018'OF A 1-METER LONG FENO PIPE, RECESSED 0.18 FEETBELOW THE GROUND LEVEL
 AH9018'AND ENCASED IN A 5-INCH DIAMETER PVC PIPE, SURROUNDED WITH CONCRETE,
 AH9018'TO WHICH A LOGO CAP IS FASTENED AND SET FLUSH WITH THE GROUND.  THREE
 AH9018'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.  A
 AH9018'SCREWDRIVER IS REQUIRED TO OPEN THE LOGO CAP TO ACCESS THE SURVEY
 AH9018'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5631 ***********************************************************************
 GV5631  DESIGNATION -  91 C OF R 1972
 GV5631  PID         -  GV5631
 GV5631  STATE/COUNTY-  VA/C OF RICHMOND
 GV5631  USGS QUAD   -  CHESTERFIELD (1994)
 GV5631
 GV5631                         *CURRENT SURVEY CONTROL
 GV5631  ___________________________________________________________________
 GV5631* NAD 83(1993)-  37 28 10.99037(N)    077 30 14.84352(W)     ADJUSTED  
 GV5631* NAVD 88     -        55.92   (+/-2cm)     183.5    (feet)  VERTCON   
 GV5631  ___________________________________________________________________
 GV5631  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5631  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5631
 GV5631  HORZ ORDER  -  SECOND
 GV5631  VERT ORDER  -  THIRD ? (See Below)
 GV5631
 GV5631.The horizontal coordinates were established by classical geodetic methods
 GV5631.and adjusted by the National Geodetic Survey in September 1995..
 GV5631
 GV5631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5631.The vertical order pertains to the NGVD 29 superseded value.
 GV5631
 GV5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5631
 GV5631.The geoid height was determined by GEOID03.
 GV5631
 GV5631;                    North         East     Units Scale Factor Converg.
 GV5631;SPC VA S     - 1,126,575.325 3,588,090.092   MT  0.99994699   +0 36 15.9
 GV5631;SPC VA S     - 3,696,105.88 11,771,925.58   sFT  0.99994699   +0 36 15.9
 GV5631;UTM  18      - 4,149,926.916   278,552.525   MT  1.00020409   -1 31 26.3
 GV5631
 GV5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5631!SPC VA S     -   0.99999641  x   0.99994699  =   0.99994340
 GV5631!UTM  18      -   0.99999641  x   1.00020409  =   1.00020050
 GV5631
 GV5631                          SUPERSEDED SURVEY CONTROL
 GV5631
 GV5631  NAD 83(1993)-  37 28 10.99033(N)    077 30 14.84340(W) AD(       ) 2
 GV5631  NAD 83(1986)-  37 28 10.99655(N)    077 30 14.86035(W) AD(       ) 2
 GV5631  NAD 27      -  37 28 10.46390(N)    077 30 15.90971(W) AD(       ) 2
 GV5631  NGVD 29 (07/19/86)   56.23   (m)          184.5    (f) LEVELING    3  
 GV5631
 GV5631.Superseded values are not recommended for survey control.
 GV5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5631.See file dsdata.txt to determine how the superseded data were derived.
 GV5631
 GV5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7855349927(NAD 83)
 GV5631_MARKER: Z = SEE DESCRIPTION
 GV5631_SETTING: 0 = UNSPECIFIED SETTING
 GV5631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5631
 GV5631  HISTORY     - Date     Condition        Report By
 GV5631  HISTORY     - 1972     MONUMENTED       VA2060
 GV5631  HISTORY     - 19951120 GOOD             USPSQD
 GV5631  HISTORY     - 19991023 GOOD             USPSQD
 GV5631  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5631
 GV5631                          STATION DESCRIPTION
 GV5631
 GV5631'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5631'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5631'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5631'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.50 MILES TO POINT NO. 91.
 GV5631'
 GV5631'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5631'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5631'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5631'8 INCHES BELOW GROUND.
 GV5631'
 GV5631'42.7 FEET W. OF C AND P POLE NO. 7914L, 31.8 FEET N. OF C/L OF
 GV5631'WALMSLEY BLVD., 64.4 FEET N.W. OF FIRE HYD. ON SOUTH SIDE OF
 GV5631'WALMSLEY BLVD., 61.5 FEET E. OF 8 INCH PINE TREE.
 GV5631'
 GV5631'NEAREST TOWN--RICHMOND.
 GV5631
 GV5631                          STATION RECOVERY (1995)
 GV5631
 GV5631'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5631'RECOVERED IN GOOD CONDITION.
 GV5631
 GV5631                          STATION RECOVERY (1999)
 GV5631
 GV5631'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5631'RECOVERED IN GOOD CONDITION.
 GV5631
 GV5631                          STATION RECOVERY (2003)
 GV5631
 GV5631'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1965 ***********************************************************************
 GV1965  DESIGNATION -  91.16 PNMP
 GV1965  PID         -  GV1965
 GV1965  STATE/COUNTY-  VA/DINWIDDIE
 GV1965  USGS QUAD   -  PETERSBURG (1994)
 GV1965
 GV1965                         *CURRENT SURVEY CONTROL
 GV1965  ___________________________________________________________________
 GV1965* NAD 83(1986)-  37 11 54.     (N)    077 26 28.     (W)     SCALED    
 GV1965* NAVD 88     -        41.733  (meters)     136.92   (feet)  ADJUSTED  
 GV1965  ___________________________________________________________________
 GV1965  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GV1965  DYNAMIC HT  -          41.702 (meters)     136.82  (feet)  COMP
 GV1965  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GV1965
 GV1965  VERT ORDER  -  SECOND    CLASS 0
 GV1965
 GV1965.The horizontal coordinates were scaled from a topographic map and have
 GV1965.an estimated accuracy of +/- 6 seconds.
 GV1965
 GV1965.The orthometric height was determined by differential leveling
 GV1965.and adjusted by the National Geodetic Survey in June 1991..
 GV1965
 GV1965.The geoid height was determined by GEOID03.
 GV1965
 GV1965.The dynamic height is computed by dividing the NAVD 88
 GV1965.geopotential number by the normal gravity value computed on the
 GV1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1965.degrees latitude (g = 980.6199 gals.).
 GV1965
 GV1965.The modeled gravity was interpolated from observed gravity values.
 GV1965
 GV1965;                    North         East    Units  Estimated Accuracy
 GV1965;SPC VA S     - 1,096,520.    3,594,000.      MT  (+/- 180 meters Scaled)
 GV1965
 GV1965                          SUPERSEDED SURVEY CONTROL
 GV1965
 GV1965  NGVD 29 (??/??/??)   42.083  (m)          138.07   (f) ADJUSTED    2 0
 GV1965
 GV1965.Superseded values are not recommended for survey control.
 GV1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1965.See file dsdata.txt to determine how the superseded data were derived.
 GV1965
 GV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG833196(NAD 83)
 GV1965_MARKER: DD = SURVEY DISK
 GV1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1965_STAMPING: 91.16
 GV1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1965+STABILITY: SURFACE MOTION
 GV1965
 GV1965  HISTORY     - Date     Condition        Report By
 GV1965  HISTORY     - UNK      MONUMENTED       DOD
 GV1965  HISTORY     - 1960     GOOD             CGS
 GV1965  HISTORY     - 1989     GOOD             USPSQD
 GV1965  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1965  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1965
 GV1965                          STATION DESCRIPTION
 GV1965
 GV1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1965'2.6 MI SW FROM PETERSBURG.
 GV1965'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS OF
 GV1965'RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1965'THENCE ABOUT 1.7 MILES WESTERLY ALONG CONCRETE PARK ROAD (DEFENSE
 GV1965'ROAD), THENCE ABOUT 0.55 MILE WESTERLY ALONG STATE HIGHWAY 142,
 GV1965'16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 GV1965'SOUTH-SOUTHEAST OF A 24-INCH OAK TREE WITH TRIANGULATION
 GV1965'BLAZE, 2 FEET NORTH OF A SIDE DITCH, ABOUT 1/2 FOOT BELOW THE
 GV1965'LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GV1965'6 INCHES.
 GV1965
 GV1965                          STATION RECOVERY (1989)
 GV1965
 GV1965'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1965'RECOVERED IN GOOD CONDITION.
 GV1965
 GV1965                          STATION RECOVERY (2001)
 GV1965
 GV1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1965'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1965
 GV1965                          STATION RECOVERY (2004)
 GV1965
 GV1965'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1564 ***********************************************************************
 GW1564  DESIGNATION -  913
 GW1564  PID         -  GW1564
 GW1564  STATE/COUNTY-  VA/BOTETOURT
 GW1564  USGS QUAD   -  SALISBURY (1985)
 GW1564
 GW1564                         *CURRENT SURVEY CONTROL
 GW1564  ___________________________________________________________________
 GW1564* NAD 83(1986)-  37 36 28.     (N)    079 46 59.     (W)     SCALED    
 GW1564* NAVD 88     -       278.046  (meters)     912.22   (feet)  ADJUSTED  
 GW1564  ___________________________________________________________________
 GW1564  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1564  DYNAMIC HT  -         277.824 (meters)     911.49  (feet)  COMP
 GW1564  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GW1564
 GW1564  VERT ORDER  -  FIRST     CLASS II
 GW1564
 GW1564.The horizontal coordinates were scaled from a topographic map and have
 GW1564.an estimated accuracy of +/- 6 seconds.
 GW1564
 GW1564.The orthometric height was determined by differential leveling
 GW1564.and adjusted by the National Geodetic Survey in June 1991..
 GW1564
 GW1564.The geoid height was determined by GEOID03.
 GW1564
 GW1564.The dynamic height is computed by dividing the NAVD 88
 GW1564.geopotential number by the normal gravity value computed on the
 GW1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1564.degrees latitude (g = 980.6199 gals.).
 GW1564
 GW1564.The modeled gravity was interpolated from observed gravity values.
 GW1564
 GW1564;                    North         East    Units  Estimated Accuracy
 GW1564;SPC VA S     - 1,142,200.    3,386,720.      MT  (+/- 180 meters Scaled)
 GW1564
 GW1564                          SUPERSEDED SURVEY CONTROL
 GW1564
 GW1564  NGVD 29 (??/??/92)  278.250  (m)          912.89   (f) ADJ UNCH    1 2
 GW1564
 GW1564.Superseded values are not recommended for survey control.
 GW1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1564.See file dsdata.txt to determine how the superseded data were derived.
 GW1564
 GW1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB074629(NAD 83)
 GW1564_MARKER: DD = SURVEY DISK
 GW1564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1564_SP_SET: BRIDGE
 GW1564_STAMPING: 912.875
 GW1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1564
 GW1564  HISTORY     - Date     Condition        Report By
 GW1564  HISTORY     - UNK      MONUMENTED       USGS
 GW1564  HISTORY     - 1936     GOOD             NGS
 GW1564  HISTORY     - 1964     GOOD             NGS
 GW1564
 GW1564                          STATION DESCRIPTION
 GW1564
 GW1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1564'AT SALISBURY.
 GW1564'AT SALISBURY, BOTETOURT COUNTY, ON THE CHESAPEAKE AND OHIO
 GW1564'RAILWAY, AT BRIDGE 208.1, IN THE NORTHEAST END OF THE NORTHWEST
 GW1564'ABUTMENT, AND IN THE BRIDGE SEAT.  A U.S. GEOLOGICAL SURVEY
 GW1564'STANDARD DISK, STAMPED 912.875.
 GW1564
 GW1564                          STATION RECOVERY (1964)
 GW1564
 GW1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0959 ***********************************************************************
 GW0959  DESIGNATION -  919.47
 GW0959  PID         -  GW0959
 GW0959  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0959  USGS QUAD   -  LEXINGTON (1978)
 GW0959
 GW0959                         *CURRENT SURVEY CONTROL
 GW0959  ___________________________________________________________________
 GW0959* NAD 83(1986)-  37 47 33.     (N)    079 25 34.     (W)     SCALED    
 GW0959* NAVD 88     -       280.091  (meters)     918.93   (feet)  ADJUSTED  
 GW0959  ___________________________________________________________________
 GW0959  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW0959  DYNAMIC HT  -         279.876 (meters)     918.23  (feet)  COMP
 GW0959  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 GW0959
 GW0959  VERT ORDER  -  SECOND    CLASS 0
 GW0959
 GW0959.The horizontal coordinates were scaled from a topographic map and have
 GW0959.an estimated accuracy of +/- 6 seconds.
 GW0959
 GW0959.The orthometric height was determined by differential leveling
 GW0959.and adjusted by the National Geodetic Survey in June 1991..
 GW0959
 GW0959.The geoid height was determined by GEOID03.
 GW0959
 GW0959.The dynamic height is computed by dividing the NAVD 88
 GW0959.geopotential number by the normal gravity value computed on the
 GW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0959.degrees latitude (g = 980.6199 gals.).
 GW0959
 GW0959.The modeled gravity was interpolated from observed gravity values.
 GW0959
 GW0959;                    North         East    Units  Estimated Accuracy
 GW0959;SPC VA S     - 1,162,330.    3,418,430.      MT  (+/- 180 meters Scaled)
 GW0959
 GW0959                          SUPERSEDED SURVEY CONTROL
 GW0959
 GW0959  NGVD 29 (??/??/92)  280.263  (m)          919.50   (f) ADJ UNCH    2 0
 GW0959
 GW0959.Superseded values are not recommended for survey control.
 GW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0959.See file dsdata.txt to determine how the superseded data were derived.
 GW0959
 GW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB385839(NAD 83)
 GW0959_MARKER: Q = CHISELED SQUARE
 GW0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0959_SP_SET: RETAINING WALL
 GW0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0959
 GW0959  HISTORY     - Date     Condition        Report By
 GW0959  HISTORY     - UNK      MONUMENTED       USGS
 GW0959  HISTORY     - 1935     GOOD             NGS
 GW0959
 GW0959                          STATION DESCRIPTION
 GW0959
 GW0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0959'AT EAST LEXINGTON.
 GW0959'AT EAST LEXINGTON, ROCKBRIDGE COUNTY, ON U.S. HIGHWAY 11, ABOUT
 GW0959'0.2 MILE WEST OF THE BALTIMORE AND OHIO RAILROAD STATION, AT THE
 GW0959'NORTHWEST CORNER OF A BRIDGE OVER THE NORTH RIVER, AND ON THE
 GW0959'TOP OF A 3-FOOT CONCRETE RETAINING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5632 ***********************************************************************
 GV5632  DESIGNATION -  92 C OF R 1972
 GV5632  PID         -  GV5632
 GV5632  STATE/COUNTY-  VA/C OF RICHMOND
 GV5632  USGS QUAD   -  CHESTERFIELD (1994)
 GV5632
 GV5632                         *CURRENT SURVEY CONTROL
 GV5632  ___________________________________________________________________
 GV5632* NAD 83(1993)-  37 28 05.85734(N)    077 30 20.33162(W)     ADJUSTED  
 GV5632* NAVD 88     -        46.57   (+/-2cm)     152.8    (feet)  VERTCON   
 GV5632  ___________________________________________________________________
 GV5632  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV5632  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV5632
 GV5632  HORZ ORDER  -  SECOND
 GV5632  VERT ORDER  -  THIRD ? (See Below)
 GV5632
 GV5632.The horizontal coordinates were established by classical geodetic methods
 GV5632.and adjusted by the National Geodetic Survey in September 1995..
 GV5632
 GV5632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5632.The vertical order pertains to the NGVD 29 superseded value.
 GV5632
 GV5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5632
 GV5632.The geoid height was determined by GEOID03.
 GV5632
 GV5632;                    North         East     Units Scale Factor Converg.
 GV5632;SPC VA S     - 1,126,415.671 3,587,956.917   MT  0.99994694   +0 36 12.6
 GV5632;SPC VA S     - 3,695,582.08 11,771,488.65   sFT  0.99994694   +0 36 12.6
 GV5632;UTM  18      - 4,149,772.278   278,413.476   MT  1.00020485   -1 31 29.5
 GV5632
 GV5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5632!SPC VA S     -   0.99999787  x   0.99994694  =   0.99994481
 GV5632!UTM  18      -   0.99999787  x   1.00020485  =   1.00020272
 GV5632
 GV5632                          SUPERSEDED SURVEY CONTROL
 GV5632
 GV5632  NAD 83(1993)-  37 28 05.85730(N)    077 30 20.33150(W) AD(       ) 2
 GV5632  NAD 83(1986)-  37 28 05.86347(N)    077 30 20.34853(W) AD(       ) 2
 GV5632  NAD 27      -  37 28 05.33071(N)    077 30 21.39753(W) AD(       ) 2
 GV5632  NGVD 29 (07/19/86)   46.88   (m)          153.8    (f) LEVELING    3  
 GV5632
 GV5632.Superseded values are not recommended for survey control.
 GV5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5632.See file dsdata.txt to determine how the superseded data were derived.
 GV5632
 GV5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7841349772(NAD 83)
 GV5632_MARKER: Z = SEE DESCRIPTION
 GV5632_SETTING: 0 = UNSPECIFIED SETTING
 GV5632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5632
 GV5632  HISTORY     - Date     Condition        Report By
 GV5632  HISTORY     - 1972     MONUMENTED       VA2060
 GV5632  HISTORY     - 19951120 GOOD             USPSQD
 GV5632  HISTORY     - 19991023 GOOD             USPSQD
 GV5632  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5632
 GV5632                          STATION DESCRIPTION
 GV5632
 GV5632'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5632'BEGINNING AT UNITED STATES POST OFFICE, AMPTHILL BRANCH, LOCATED ON
 GV5632'U.S. ROUTE 1, THENCE NORTH ON U.S. ROUTE 1 0.05 MILE TO WALMSLEY
 GV5632'BLVD., THENCE WEST ON WALMSLEY BLVD. 3.60 MILES TO POINT NO. 92.
 GV5632'
 GV5632'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5632'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5632'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5632'8 INCHES BELOW GROUND.
 GV5632'
 GV5632'19.8 FEET S.E. OF C/L OF WALMSLEY BLVD., 25.4 FEET S.W. OF E. END OF
 GV5632'GUARD RAIL, 36.5 FEET N.W. OF A 12 INCH PINE TREE, 35.3 FEET N. OF A
 GV5632'10 INCH SWEET GUM TREE.
 GV5632'
 GV5632'NEAREST TOWN--RICHMOND.
 GV5632
 GV5632                          STATION RECOVERY (1995)
 GV5632
 GV5632'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5632'RECOVERED IN GOOD CONDITION.
 GV5632
 GV5632                          STATION RECOVERY (1999)
 GV5632
 GV5632'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5632'RECOVERED IN GOOD CONDITION.
 GV5632
 GV5632                          STATION RECOVERY (2003)
 GV5632
 GV5632'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1230 ***********************************************************************
 FX1230  DESIGNATION -  92 USGS
 FX1230  PID         -  FX1230
 FX1230  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1230  USGS QUAD   -  COURTLAND (1986)
 FX1230
 FX1230                         *CURRENT SURVEY CONTROL
 FX1230  ___________________________________________________________________
 FX1230* NAD 83(1986)-  36 37 49.     (N)    077 06 14.     (W)     SCALED    
 FX1230* NAVD 88     -        27.863  (meters)      91.41   (feet)  POSTED    
 FX1230  ___________________________________________________________________
 FX1230  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX1230  DYNAMIC HT  -          27.840 (meters)      91.34  (feet)  COMP
 FX1230  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 FX1230
 FX1230  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX1230
 FX1230.The horizontal coordinates were scaled from a topographic map and have
 FX1230.an estimated accuracy of +/- 6 seconds.
 FX1230
 FX1230.The orthometric height was determined by differential leveling
 FX1230.and adjusted by the National Geodetic Survey in 1992..
 FX1230.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX1230.rate of 4.1 thru 8.0 mm/km.
 FX1230
 FX1230.The geoid height was determined by GEOID03.
 FX1230
 FX1230.The dynamic height is computed by dividing the NAVD 88
 FX1230.geopotential number by the normal gravity value computed on the
 FX1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1230.degrees latitude (g = 980.6199 gals.).
 FX1230
 FX1230.The modeled gravity was interpolated from observed gravity values.
 FX1230
 FX1230;                    North         East    Units  Estimated Accuracy
 FX1230;SPC VA S     - 1,033,880.    3,624,870.      MT  (+/- 180 meters Scaled)
 FX1230
 FX1230                          SUPERSEDED SURVEY CONTROL
 FX1230
 FX1230  NGVD 29 (??/??/92)   28.228  (m)           92.61   (f) ADJ UNCH    1 2
 FX1230
 FX1230.Superseded values are not recommended for survey control.
 FX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1230.See file dsdata.txt to determine how the superseded data were derived.
 FX1230
 FX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF118559(NAD 83)
 FX1230_MARKER: P = PIPE CAP
 FX1230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1230_STAMPING: 92.598 1918
 FX1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1230
 FX1230  HISTORY     - Date     Condition        Report By
 FX1230  HISTORY     - 1918     MONUMENTED       USGS
 FX1230  HISTORY     - 1953     GOOD             NGS
 FX1230  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1230
 FX1230                          STATION DESCRIPTION
 FX1230
 FX1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1230'1.2 MI NE FROM NEWSOMS.
 FX1230'1.2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1230'THE STATION AT NEWSOMS, ABOUT 200 YARDS NORTHEAST OF MILE
 FX1230'POST 48, AT A DIM PRIVATE ROAD CROSSING, 27 FEET NORTHWEST
 FX1230'OF NORTHWEST RAIL, 16 FEET NORTHEAST OF CENTER OF ROAD, 62 FEET
 FX1230'EAST OF TELEPHONE POLE NO. 1369, 34 FEET NORTH OF CENTER OF
 FX1230'CROSSING, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND PROJECTS ABOUT
 FX1230'10 INCHES.  NOTE-- THE CAP IS BATTERED BUT APPEARS TO BE SOLID.
 FX1230
 FX1230                          STATION RECOVERY (1978)
 FX1230
 FX1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1230'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0615 ***********************************************************************
 HW0615  DESIGNATION -  923
 HW0615  PID         -  HW0615
 HW0615  STATE/COUNTY-  VA/GREENE
 HW0615  USGS QUAD   -  FLETCHER (1979)
 HW0615
 HW0615                         *CURRENT SURVEY CONTROL
 HW0615  ___________________________________________________________________
 HW0615* NAD 83(1986)-  38 23 34.     (N)    078 25 59.     (W)     SCALED    
 HW0615* NAVD 88     -       281.132  (meters)     922.35   (feet)  ADJUSTED  
 HW0615  ___________________________________________________________________
 HW0615  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW0615  DYNAMIC HT  -         280.926 (meters)     921.67  (feet)  COMP
 HW0615  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HW0615
 HW0615  VERT ORDER  -  SECOND    CLASS 0
 HW0615
 HW0615.The horizontal coordinates were scaled from a topographic map and have
 HW0615.an estimated accuracy of +/- 6 seconds.
 HW0615
 HW0615.The orthometric height was determined by differential leveling
 HW0615.and adjusted by the National Geodetic Survey in June 1991..
 HW0615
 HW0615.The geoid height was determined by GEOID03.
 HW0615
 HW0615.The dynamic height is computed by dividing the NAVD 88
 HW0615.geopotential number by the normal gravity value computed on the
 HW0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0615.degrees latitude (g = 980.6199 gals.).
 HW0615
 HW0615.The modeled gravity was interpolated from observed gravity values.
 HW0615
 HW0615;                    North         East    Units  Estimated Accuracy
 HW0615;SPC VA N     - 2,080,600.    3,505,850.      MT  (+/- 180 meters Scaled)
 HW0615
 HW0615                          SUPERSEDED SURVEY CONTROL
 HW0615
 HW0615  NGVD 29 (??/??/92)  281.309  (m)          922.93   (f) ADJ UNCH    2 0
 HW0615
 HW0615.Superseded values are not recommended for survey control.
 HW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0615.See file dsdata.txt to determine how the superseded data were derived.
 HW0615
 HW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC241525(NAD 83)
 HW0615_MARKER: Z = SEE DESCRIPTION
 HW0615_SETTING: 80 = SET IN A BOULDER
 HW0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0615+STABILITY: SURFACE MOTION
 HW0615
 HW0615  HISTORY     - Date     Condition        Report By
 HW0615  HISTORY     - UNK      MONUMENTED       USGS
 HW0615  HISTORY     - 1935     GOOD             NGS
 HW0615
 HW0615                          STATION DESCRIPTION
 HW0615
 HW0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0615'1.9 MI N FROM KINDERHOOK.
 HW0615'ABOUT 1.9 MILES NORTH ALONG COUNTY ROAD 667 FROM THE POST OFFICE
 HW0615'AT KINDERHOOK, GREENE COUNTY, AT THE FLETCHER STORE, AT THE
 HW0615'NORTHEAST CORNER OF THE JUNCTION OF A ROAD LEADING NORTH, AND
 HW0615'ON THE TOP OF A BOULDER.  A CIRCLE, PAINTED 923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1397 ***********************************************************************
 GW1397  DESIGNATION -  925
 GW1397  PID         -  GW1397
 GW1397  STATE/COUNTY-  VA/ROANOKE
 GW1397  USGS QUAD   -  ROANOKE (1984)
 GW1397
 GW1397                         *CURRENT SURVEY CONTROL
 GW1397  ___________________________________________________________________
 GW1397* NAD 83(1986)-  37 16 25.     (N)    079 56 27.     (W)     SCALED    
 GW1397* NAVD 88     -       281.851  (meters)     924.71   (feet)  ADJUSTED  
 GW1397  ___________________________________________________________________
 GW1397  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1397  DYNAMIC HT  -         281.617 (meters)     923.94  (feet)  COMP
 GW1397  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 GW1397
 GW1397  VERT ORDER  -  FIRST     CLASS II
 GW1397
 GW1397.The horizontal coordinates were scaled from a topographic map and have
 GW1397.an estimated accuracy of +/- 6 seconds.
 GW1397
 GW1397.The orthometric height was determined by differential leveling
 GW1397.and adjusted by the National Geodetic Survey in June 1991..
 GW1397
 GW1397.The geoid height was determined by GEOID03.
 GW1397
 GW1397.The dynamic height is computed by dividing the NAVD 88
 GW1397.geopotential number by the normal gravity value computed on the
 GW1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1397.degrees latitude (g = 980.6199 gals.).
 GW1397
 GW1397.The modeled gravity was interpolated from observed gravity values.
 GW1397
 GW1397;                    North         East    Units  Estimated Accuracy
 GW1397;SPC VA S     - 1,105,320.    3,372,220.      MT  (+/- 180 meters Scaled)
 GW1397
 GW1397                          SUPERSEDED SURVEY CONTROL
 GW1397
 GW1397  NGVD 29 (??/??/92)  282.042  (m)          925.33   (f) ADJ UNCH    1 2
 GW1397
 GW1397.Superseded values are not recommended for survey control.
 GW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1397.See file dsdata.txt to determine how the superseded data were derived.
 GW1397
 GW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB939257(NAD 83)
 GW1397_MARKER: DD = SURVEY DISK
 GW1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1397_SP_SET: PIER
 GW1397_STAMPING: 925.448 1905
 GW1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1397
 GW1397  HISTORY     - Date     Condition        Report By
 GW1397  HISTORY     - UNK      MONUMENTED       USGS
 GW1397  HISTORY     - 1905     GOOD             NGS
 GW1397  HISTORY     - 20050119 MARK NOT FOUND   NSRR
 GW1397
 GW1397                          STATION DESCRIPTION
 GW1397
 GW1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 GW1397'AT ROANOKE.
 GW1397'AT ROANOKE, ROANOKE COUNTY, IN THE NORTH FACE OF THE SOUTH STONE
 GW1397'PIER OF THE FIRST STREET VIADUCT, ABOUT 270 FEET NORTH OF SALEM
 GW1397'AVENUE, JUST SOUTH OF THE NORFOLK AND WESTERN RAILWAY TRACK, AND
 GW1397'ABOUT 4 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 GW1397'STANDARD DISK, STAMPED 925.448 1905 AND SET VERTICALLY.
 GW1397
 GW1397                          STATION RECOVERY (2005)
 GW1397
 GW1397'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2005 (FRS)
 GW1397'THE DISK HAS BEEN DISLODGED FROM THE NORTH FACE OF THE SOUTH STONE
 GW1397'PIER OF THE FIRST STREET VIADUCT AND COULD NOT BE FOUND.  THERE IS A
 GW1397'CIRCLE IN THE FACE OF THE PIER WHERE THE DISK HAD BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0323 ***********************************************************************
 GX0323  DESIGNATION -  928
 GX0323  PID         -  GX0323
 GX0323  STATE/COUNTY-  VA/ROANOKE
 GX0323  USGS QUAD   -  SALEM (1984)
 GX0323
 GX0323                         *CURRENT SURVEY CONTROL
 GX0323  ___________________________________________________________________
 GX0323* NAD 83(1986)-  37 16 07.     (N)    080 01 41.     (W)     SCALED    
 GX0323* NAVD 88     -       303.698  (meters)     996.38   (feet)  ADJUSTED  
 GX0323  ___________________________________________________________________
 GX0323  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GX0323  DYNAMIC HT  -         303.446 (meters)     995.56  (feet)  COMP
 GX0323  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 GX0323
 GX0323  VERT ORDER  -  SECOND    CLASS 0
 GX0323
 GX0323.The horizontal coordinates were scaled from a topographic map and have
 GX0323.an estimated accuracy of +/- 6 seconds.
 GX0323
 GX0323.The orthometric height was determined by differential leveling
 GX0323.and adjusted by the National Geodetic Survey in June 1991..
 GX0323
 GX0323.The geoid height was determined by GEOID03.
 GX0323
 GX0323.The dynamic height is computed by dividing the NAVD 88
 GX0323.geopotential number by the normal gravity value computed on the
 GX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0323.degrees latitude (g = 980.6199 gals.).
 GX0323
 GX0323.The modeled gravity was interpolated from observed gravity values.
 GX0323
 GX0323;                    North         East    Units  Estimated Accuracy
 GX0323;SPC VA S     - 1,104,890.    3,364,480.      MT  (+/- 180 meters Scaled)
 GX0323
 GX0323                          SUPERSEDED SURVEY CONTROL
 GX0323
 GX0323  NGVD 29 (??/??/92)  303.884  (m)          996.99   (f) ADJ UNCH    2 0
 GX0323
 GX0323.Superseded values are not recommended for survey control.
 GX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0323.See file dsdata.txt to determine how the superseded data were derived.
 GX0323
 GX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB861251(NAD 83)
 GX0323_MARKER: DD = SURVEY DISK
 GX0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0323_STAMPING: 928
 GX0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0323+STABILITY: SURFACE MOTION
 GX0323
 GX0323  HISTORY     - Date     Condition        Report By
 GX0323  HISTORY     - UNK      MONUMENTED       VAGS
 GX0323  HISTORY     - 1935     GOOD             NGS
 GX0323
 GX0323                          STATION DESCRIPTION
 GX0323
 GX0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0323'2.2 MI W FROM ROANOKE.
 GX0323'2.2 MILES WEST ALONG UNITED STATE HIGHWAY 11 FROM THE WEST CITY
 GX0323'LIMIT OF ROANOKE, 2.8 MILES SOUTH OF COURT HOUSE SQUARE AT
 GX0323'SALEM, IN FRONT OF THE WERTZ FLORIST PLANT, 55 FEET WEST OF A
 GX0323'POLE, 50 FEET SOUTH OF A RAILROAD TRACK, ABOUT 33 FEET NORTH OF
 GX0323'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 928 AND SET
 GX0323'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0324 ***********************************************************************
 GX0324  DESIGNATION -  929
 GX0324  PID         -  GX0324
 GX0324  STATE/COUNTY-  VA/ROANOKE
 GX0324  USGS QUAD   -  SALEM (1984)
 GX0324
 GX0324                         *CURRENT SURVEY CONTROL
 GX0324  ___________________________________________________________________
 GX0324* NAD 83(1986)-  37 16 15.     (N)    080 02 01.     (W)     SCALED    
 GX0324* NAVD 88     -       304.874  (meters)    1000.24   (feet)  ADJUSTED  
 GX0324  ___________________________________________________________________
 GX0324  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GX0324  DYNAMIC HT  -         304.622 (meters)     999.41  (feet)  COMP
 GX0324  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GX0324
 GX0324  VERT ORDER  -  SECOND    CLASS 0
 GX0324
 GX0324.The horizontal coordinates were scaled from a topographic map and have
 GX0324.an estimated accuracy of +/- 6 seconds.
 GX0324
 GX0324.The orthometric height was determined by differential leveling
 GX0324.and adjusted by the National Geodetic Survey in June 1991..
 GX0324
 GX0324.The geoid height was determined by GEOID03.
 GX0324
 GX0324.The dynamic height is computed by dividing the NAVD 88
 GX0324.geopotential number by the normal gravity value computed on the
 GX0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0324.degrees latitude (g = 980.6199 gals.).
 GX0324
 GX0324.The modeled gravity was interpolated from observed gravity values.
 GX0324
 GX0324;                    North         East    Units  Estimated Accuracy
 GX0324;SPC VA S     - 1,105,140.    3,363,990.      MT  (+/- 180 meters Scaled)
 GX0324
 GX0324                          SUPERSEDED SURVEY CONTROL
 GX0324
 GX0324  NGVD 29 (??/??/92)  305.060  (m)         1000.85   (f) ADJ UNCH    2 0
 GX0324
 GX0324.Superseded values are not recommended for survey control.
 GX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0324.See file dsdata.txt to determine how the superseded data were derived.
 GX0324
 GX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB856253(NAD 83)
 GX0324_MARKER: DD = SURVEY DISK
 GX0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0324_STAMPING: 929
 GX0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0324+STABILITY: SURFACE MOTION
 GX0324
 GX0324  HISTORY     - Date     Condition        Report By
 GX0324  HISTORY     - UNK      MONUMENTED       VAGS
 GX0324  HISTORY     - 1935     GOOD             NGS
 GX0324
 GX0324                          STATION DESCRIPTION
 GX0324
 GX0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0324'2.6 MI W FROM ROANOKE.
 GX0324'2.6 MILES WEST ALONG UNITED STATES HIGHWAY 11 FROM THE WEST CITY
 GX0324'LIMIT OF ROANOKE, 2.5 MILES SOUTH OF COURT HOUSE SQUARE AT SALEM,
 GX0324'0.3 MILE EAST OF THE CAVE SPRINGS ROAD INTERSECTION, 27 FEET
 GX0324'SOUTH OF THE INTERSECTION OF A RIGHT-OF-WAY FENCE, AND 7 FEET
 GX0324'NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 GX0324'DISK, STAMPED 929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5581 ***********************************************************************
 GV5581  DESIGNATION -  93 C OF R 1972
 GV5581  PID         -  GV5581
 GV5581  STATE/COUNTY-  VA/C OF RICHMOND
 GV5581  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5581
 GV5581                         *CURRENT SURVEY CONTROL
 GV5581  ___________________________________________________________________
 GV5581* NAD 83(1993)-  37 28 51.52636(N)    077 28 46.25376(W)     ADJUSTED  
 GV5581* NAVD 88     -        61.76   (+/-2cm)     202.6    (feet)  VERTCON   
 GV5581  ___________________________________________________________________
 GV5581  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 GV5581  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5581
 GV5581  HORZ ORDER  -  SECOND
 GV5581  VERT ORDER  -  THIRD ? (See Below)
 GV5581
 GV5581.The horizontal coordinates were established by classical geodetic methods
 GV5581.and adjusted by the National Geodetic Survey in September 1995..
 GV5581
 GV5581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5581.The vertical order pertains to the NGVD 29 superseded value.
 GV5581
 GV5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5581
 GV5581.The geoid height was determined by GEOID03.
 GV5581
 GV5581;                    North         East     Units Scale Factor Converg.
 GV5581;SPC VA S     - 1,127,848.140 3,590,253.220   MT  0.99994736   +0 37 09.7
 GV5581;SPC VA S     - 3,700,281.77 11,779,022.44   sFT  0.99994736   +0 37 09.7
 GV5581;UTM  18      - 4,151,118.809   280,761.989   MT  1.00019209   -1 30 33.8
 GV5581
 GV5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5581!SPC VA S     -   0.99999550  x   0.99994736  =   0.99994286
 GV5581!UTM  18      -   0.99999550  x   1.00019209  =   1.00018758
 GV5581
 GV5581|---------------------------------------------------------------------|
 GV5581| PID    Reference Object                     Distance      Geod. Az  |
 GV5581|                                                           dddmmss.s |
 GV5581| GV5580 102 C OF R 1972                     217.305 METERS 01512     |
 GV5581| GV5591 94 C OF R 1972                      APPROX. 0.6 KM 2895051.4 |
 GV5581|---------------------------------------------------------------------|
 GV5581
 GV5581                          SUPERSEDED SURVEY CONTROL
 GV5581
 GV5581  NAD 83(1993)-  37 28 51.52633(N)    077 28 46.25369(W) AD(       ) 2
 GV5581  NAD 83(1986)-  37 28 51.53260(N)    077 28 46.27069(W) AD(       ) 2
 GV5581  NAD 27      -  37 28 51.00152(N)    077 28 47.32368(W) AD(       ) 2
 GV5581  NGVD 29 (07/19/86)   62.07   (m)          203.6    (f) LEVELING    3  
 GV5581
 GV5581.Superseded values are not recommended for survey control.
 GV5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5581.See file dsdata.txt to determine how the superseded data were derived.
 GV5581
 GV5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8076251119(NAD 83)
 GV5581_MARKER: Z = SEE DESCRIPTION
 GV5581_SETTING: 0 = UNSPECIFIED SETTING
 GV5581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5581
 GV5581  HISTORY     - Date     Condition        Report By
 GV5581  HISTORY     - 1972     MONUMENTED       VA2060
 GV5581  HISTORY     - 19951117 MARK NOT FOUND   USPSQD
 GV5581  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5581  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5581
 GV5581                          STATION DESCRIPTION
 GV5581
 GV5581'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5581'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5581'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO U.S.
 GV5581'ROUTE 360, THENCE WEST ON U.S. ROUTE 360 1.70 MILES TO BRYCE
 GV5581'LANE, THENCE SOUTH ON BRYCE LANE 1.00 MILE TO U.S. ROUTE 10 AND
 GV5581'POINT NO.  93.
 GV5581'
 GV5581'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5581'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5581'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5581'8 INCHES BELOW GROUND.
 GV5581'
 GV5581'5.8 FEET W. OF C AND P POLE NO. 68, 34.2 FEET S.E. OF C/L OF BROAD
 GV5581'ROCK RD., 57.0 FEET S. OF E.P. OF BRITANNIA RD., 11.4 FEET N. OF THE
 GV5581'PROJECTED C/L OF BRYCE LANE.
 GV5581'
 GV5581'NEAREST TOWN--RICHMOND.
 GV5581
 GV5581                          STATION RECOVERY (1995)
 GV5581
 GV5581'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5581'MARK NOT FOUND.
 GV5581
 GV5581                          STATION RECOVERY (1999)
 GV5581
 GV5581'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5581'MARK NOT FOUND.
 GV5581
 GV5581                          STATION RECOVERY (2003)
 GV5581
 GV5581'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0325 ***********************************************************************
 GX0325  DESIGNATION -  930
 GX0325  PID         -  GX0325
 GX0325  STATE/COUNTY-  VA/ROANOKE
 GX0325  USGS QUAD   -  SALEM (1984)
 GX0325
 GX0325                         *CURRENT SURVEY CONTROL
 GX0325  ___________________________________________________________________
 GX0325* NAD 83(1986)-  37 16 23.     (N)    080 02 56.     (W)     SCALED    
 GX0325* NAVD 88     -       316.788  (meters)    1039.33   (feet)  ADJUSTED  
 GX0325  ___________________________________________________________________
 GX0325  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GX0325  DYNAMIC HT  -         316.524 (meters)    1038.46  (feet)  COMP
 GX0325  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 GX0325
 GX0325  VERT ORDER  -  SECOND    CLASS 0
 GX0325
 GX0325.The horizontal coordinates were scaled from a topographic map and have
 GX0325.an estimated accuracy of +/- 6 seconds.
 GX0325
 GX0325.The orthometric height was determined by differential leveling
 GX0325.and adjusted by the National Geodetic Survey in June 1991..
 GX0325
 GX0325.The geoid height was determined by GEOID03.
 GX0325
 GX0325.The dynamic height is computed by dividing the NAVD 88
 GX0325.geopotential number by the normal gravity value computed on the
 GX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0325.degrees latitude (g = 980.6199 gals.).
 GX0325
 GX0325.The modeled gravity was interpolated from observed gravity values.
 GX0325
 GX0325;                    North         East    Units  Estimated Accuracy
 GX0325;SPC VA S     - 1,105,410.    3,362,640.      MT  (+/- 180 meters Scaled)
 GX0325
 GX0325                          SUPERSEDED SURVEY CONTROL
 GX0325
 GX0325  NGVD 29 (??/??/92)  316.971  (m)         1039.93   (f) ADJ UNCH    2 0
 GX0325
 GX0325.Superseded values are not recommended for survey control.
 GX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0325.See file dsdata.txt to determine how the superseded data were derived.
 GX0325
 GX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB843255(NAD 83)
 GX0325_MARKER: DD = SURVEY DISK
 GX0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0325_STAMPING: 930
 GX0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0325+STABILITY: SURFACE MOTION
 GX0325
 GX0325  HISTORY     - Date     Condition        Report By
 GX0325  HISTORY     - UNK      MONUMENTED       VAGS
 GX0325  HISTORY     - 1935     GOOD             NGS
 GX0325
 GX0325                          STATION DESCRIPTION
 GX0325
 GX0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0325'2 MI S FROM SALEM.
 GX0325'2.0 MILES SOUTH ALONG UNITED STATES HIGHWAY 11 FROM COURT HOUSE
 GX0325'SQUARE AT SALEM, ABOUT 3.1 MILES WEST OF THE WEST CITY LIMIT OF
 GX0325'ROANOKE, 150 FEET FROM A GRADE SEPARATION BRIDGE ON A FARMROAD, ON
 GX0325'THE TOP OF A LONG HILL NEAR THE ROANOKE RIVER, AT THE SOUTH SIDE
 GX0325'OF THE HIGHWAY, AND 1 FOOT NORTH OF A RIGHT-OF-WAY MARKER.  A
 GX0325'STATE SURVEY STANDARD DISK, STAMPED 930 AND SET IN THE TOP OF
 GX0325'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1497 ***********************************************************************
 FY1497  DESIGNATION -  94
 FY1497  PID         -  FY1497
 FY1497  STATE/COUNTY-  VA/HENRY
 FY1497  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1497
 FY1497                         *CURRENT SURVEY CONTROL
 FY1497  ___________________________________________________________________
 FY1497* NAD 83(1986)-  36 40 49.     (N)    079 47 12.     (W)     SCALED    
 FY1497* NAVD 88     -       210.153  (meters)     689.48   (feet)  ADJUSTED  
 FY1497  ___________________________________________________________________
 FY1497  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY1497  DYNAMIC HT  -         209.976 (meters)     688.90  (feet)  COMP
 FY1497  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 FY1497
 FY1497  VERT ORDER  -  SECOND    CLASS 0
 FY1497
 FY1497.The horizontal coordinates were scaled from a topographic map and have
 FY1497.an estimated accuracy of +/- 6 seconds.
 FY1497
 FY1497.The orthometric height was determined by differential leveling
 FY1497.and adjusted by the National Geodetic Survey in June 1991..
 FY1497
 FY1497.The geoid height was determined by GEOID03.
 FY1497
 FY1497.The dynamic height is computed by dividing the NAVD 88
 FY1497.geopotential number by the normal gravity value computed on the
 FY1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1497.degrees latitude (g = 980.6199 gals.).
 FY1497
 FY1497.The modeled gravity was interpolated from observed gravity values.
 FY1497
 FY1497;                    North         East    Units  Estimated Accuracy
 FY1497;SPC VA S     - 1,039,290.    3,385,000.      MT  (+/- 180 meters Scaled)
 FY1497
 FY1497                          SUPERSEDED SURVEY CONTROL
 FY1497
 FY1497  NGVD 29 (??/??/92)  210.362  (m)          690.16   (f) ADJ UNCH    2 0
 FY1497
 FY1497.Superseded values are not recommended for survey control.
 FY1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1497.See file dsdata.txt to determine how the superseded data were derived.
 FY1497
 FY1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA084600(NAD 83)
 FY1497_MARKER: DD = SURVEY DISK
 FY1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1497_SP_SET: BRIDGE
 FY1497_STAMPING: 690 94 JAS 1963
 FY1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1497
 FY1497  HISTORY     - Date     Condition        Report By
 FY1497  HISTORY     - 1963     MONUMENTED       USGS
 FY1497  HISTORY     - 1964     GOOD             NGS
 FY1497
 FY1497                          STATION DESCRIPTION
 FY1497
 FY1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1497'4.6 MI W FROM AXTON.
 FY1497'4.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE AXTON HIGH SCHOOL
 FY1497'TO THE MARK SET IN THE NORTHEAST WINGWALL OF A BRIDGE ON THE
 FY1497'EAST BOUND LANES, 19 FEET NORTH OF CENTER LINE OF EAST BOUND
 FY1497'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5591 ***********************************************************************
 GV5591  DESIGNATION -  94 C OF R 1972
 GV5591  PID         -  GV5591
 GV5591  STATE/COUNTY-  VA/C OF RICHMOND
 GV5591  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5591
 GV5591                         *CURRENT SURVEY CONTROL
 GV5591  ___________________________________________________________________
 GV5591* NAD 83(1993)-  37 28 57.86678(N)    077 29 08.29775(W)     ADJUSTED  
 GV5591* NAVD 88     -        62.20   (+/-2cm)     204.1    (feet)  VERTCON   
 GV5591  ___________________________________________________________________
 GV5591  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV5591  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5591
 GV5591  HORZ ORDER  -  SECOND
 GV5591  VERT ORDER  -  THIRD ? (See Below)
 GV5591
 GV5591.The horizontal coordinates were established by classical geodetic methods
 GV5591.and adjusted by the National Geodetic Survey in September 1995..
 GV5591
 GV5591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5591.The vertical order pertains to the NGVD 29 superseded value.
 GV5591
 GV5591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5591
 GV5591.The geoid height was determined by GEOID03.
 GV5591
 GV5591;                    North         East     Units Scale Factor Converg.
 GV5591;SPC VA S     - 1,128,037.755 3,589,709.584   MT  0.99994742   +0 36 56.3
 GV5591;SPC VA S     - 3,700,903.87 11,777,238.86   sFT  0.99994742   +0 36 56.3
 GV5591;UTM  18      - 4,151,328.538   280,225.640   MT  1.00019499   -1 30 47.4
 GV5591
 GV5591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5591!SPC VA S     -   0.99999542  x   0.99994742  =   0.99994284
 GV5591!UTM  18      -   0.99999542  x   1.00019499  =   1.00019041
 GV5591
 GV5591:                Primary Azimuth Mark                     Grid Az
 GV5591:SPC VA S     -  93 C OF R 1972                           109 13 41.7
 GV5591:UTM  18      -  93 C OF R 1972                           111 21 25.4
 GV5591
 GV5591|---------------------------------------------------------------------|
 GV5591| PID    Reference Object                     Distance      Geod. Az  |
 GV5591|                                                           dddmmss.s |
 GV5591| GV5581 93 C OF R 1972                      APPROX. 0.6 KM 1095038.0 |
 GV5591| GV5596 95 C OF R 1972                      233.863 METERS 31521     |
 GV5591|---------------------------------------------------------------------|
 GV5591
 GV5591                          SUPERSEDED SURVEY CONTROL
 GV5591
 GV5591  NAD 83(1993)-  37 28 57.86674(N)    077 29 08.29768(W) AD(       ) 2
 GV5591  NAD 83(1986)-  37 28 57.87306(N)    077 29 08.31465(W) AD(       ) 2
 GV5591  NAD 27      -  37 28 57.34182(N)    077 29 09.36704(W) AD(       ) 2
 GV5591  NGVD 29 (07/19/86)   62.51   (m)          205.1    (f) LEVELING    3  
 GV5591
 GV5591.Superseded values are not recommended for survey control.
 GV5591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5591.See file dsdata.txt to determine how the superseded data were derived.
 GV5591
 GV5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8022651329(NAD 83)
 GV5591_MARKER: Z = SEE DESCRIPTION
 GV5591_SETTING: 0 = UNSPECIFIED SETTING
 GV5591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5591+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5591
 GV5591  HISTORY     - Date     Condition        Report By
 GV5591  HISTORY     - 1972     MONUMENTED       VA2060
 GV5591  HISTORY     - 19951117 GOOD             USPSQD
 GV5591  HISTORY     - 19991023 GOOD             USPSQD
 GV5591  HISTORY     - 20031120 GOOD             USPSQD
 GV5591
 GV5591                          STATION DESCRIPTION
 GV5591
 GV5591'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5591'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5591'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO U.S.
 GV5591'ROUTE 360, THENCE WEST ON U.S. ROUTE 360 1.70 MILES TO BRYCE
 GV5591'LANE, THENCE SOUTH ON BRYCE LANE 0.70 MILES TO POINT NO. 94.
 GV5591'
 GV5591'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5591'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5591'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5591'8 INCHES BELOW GROUND.
 GV5591'
 GV5591'23.8 FEET S.W. OF C/L OF BRYCE LANE, 107.5 FEET S.E. OF C/L OF TIGNOR
 GV5591'RD., 7.9 FEET S. OF 12 INCH PINE TREE, 41.3 FEET N.E. OF N.W. CORNER
 GV5591'OF 1-STORY BRICK HOUSE, 25.0 FEET N.W. OF VEPCO POLE NO. IC15.
 GV5591'
 GV5591'NEAREST TOWN--RICHMOND.
 GV5591
 GV5591                          STATION RECOVERY (1995)
 GV5591
 GV5591'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5591'RECOVERED IN GOOD CONDITION.
 GV5591
 GV5591                          STATION RECOVERY (1999)
 GV5591
 GV5591'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5591'RECOVERED IN GOOD CONDITION.
 GV5591
 GV5591                          STATION RECOVERY (2003)
 GV5591
 GV5591'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1269 ***********************************************************************
 GW1269  DESIGNATION -  945 USGS
 GW1269  PID         -  GW1269
 GW1269  STATE/COUNTY-  VA/CAMPBELL
 GW1269  USGS QUAD   -  CITY FARM (1985)
 GW1269
 GW1269                         *CURRENT SURVEY CONTROL
 GW1269  ___________________________________________________________________
 GW1269* NAD 83(1986)-  37 15 13.     (N)    079 11 11.     (W)     SCALED    
 GW1269* NAVD 88     -       287.404  (meters)     942.92   (feet)  ADJUSTED  
 GW1269  ___________________________________________________________________
 GW1269  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1269  DYNAMIC HT  -         287.185 (meters)     942.21  (feet)  COMP
 GW1269  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 GW1269
 GW1269  VERT ORDER  -  FIRST     CLASS II
 GW1269
 GW1269.The horizontal coordinates were scaled from a topographic map and have
 GW1269.an estimated accuracy of +/- 6 seconds.
 GW1269
 GW1269.The orthometric height was determined by differential leveling
 GW1269.and adjusted by the National Geodetic Survey in June 1991..
 GW1269
 GW1269.The geoid height was determined by GEOID03.
 GW1269
 GW1269.The dynamic height is computed by dividing the NAVD 88
 GW1269.geopotential number by the normal gravity value computed on the
 GW1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1269.degrees latitude (g = 980.6199 gals.).
 GW1269
 GW1269.The modeled gravity was interpolated from observed gravity values.
 GW1269
 GW1269;                    North         East    Units  Estimated Accuracy
 GW1269;SPC VA S     - 1,102,350.    3,439,110.      MT  (+/- 180 meters Scaled)
 GW1269
 GW1269                          SUPERSEDED SURVEY CONTROL
 GW1269
 GW1269  NGVD 29 (03/05/92)  287.638  (m)          943.69   (f) ADJUSTED    1 2
 GW1269
 GW1269.Superseded values are not recommended for survey control.
 GW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1269.See file dsdata.txt to determine how the superseded data were derived.
 GW1269
 GW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB608245(NAD 83)
 GW1269_MARKER: DD = SURVEY DISK
 GW1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1269_STAMPING: TT I D 1937 945
 GW1269_MARK LOGO: USGS  
 GW1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1269+STABILITY: SURFACE MOTION
 GW1269
 GW1269  HISTORY     - Date     Condition        Report By
 GW1269  HISTORY     - 1937     MONUMENTED       USGS
 GW1269  HISTORY     - 1964     GOOD             NGS
 GW1269  HISTORY     - 1983     GOOD             NGS
 GW1269  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GW1269
 GW1269                          STATION DESCRIPTION
 GW1269
 GW1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1269'12.4 MI NE FROM ALTAVISTA.
 GW1269'ABOUT 12.4 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1269'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF A CONCRETE
 GW1269'POST, FLUSH, 51 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 29,
 GW1269'81 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 24 WEST AND
 GW1269'IS ABOUT LEVEL WITH THE ROAD.
 GW1269
 GW1269                          STATION RECOVERY (1983)
 GW1269
 GW1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1269'RECOVERED IN GOOD CONDITION.
 GW1269
 GW1269                          STATION RECOVERY (1991)
 GW1269
 GW1269'RECOVERY NOTE BY US POWER SQUADRON 1991 (DRT)
 GW1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0943 ***********************************************************************
 HW0943  DESIGNATION -  948
 HW0943  PID         -  HW0943
 HW0943  STATE/COUNTY-  VA/ALBEMARLE
 HW0943  USGS QUAD   -  CROZET (1987)
 HW0943
 HW0943                         *CURRENT SURVEY CONTROL
 HW0943  ___________________________________________________________________
 HW0943* NAD 83(1986)-  38 04 20.     (N)    078 44 54.     (W)     SCALED    
 HW0943* NAVD 88     -       288.584  (meters)     946.80   (feet)  ADJUSTED  
 HW0943  ___________________________________________________________________
 HW0943  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0943  DYNAMIC HT  -         288.372 (meters)     946.10  (feet)  COMP
 HW0943  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 HW0943
 HW0943  VERT ORDER  -  SECOND    CLASS 0
 HW0943
 HW0943.The horizontal coordinates were scaled from a topographic map and have
 HW0943.an estimated accuracy of +/- 6 seconds.
 HW0943
 HW0943.The orthometric height was determined by differential leveling
 HW0943.and adjusted by the National Geodetic Survey in June 1991..
 HW0943
 HW0943.The geoid height was determined by GEOID03.
 HW0943
 HW0943.The dynamic height is computed by dividing the NAVD 88
 HW0943.geopotential number by the normal gravity value computed on the
 HW0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0943.degrees latitude (g = 980.6199 gals.).
 HW0943
 HW0943.The modeled gravity was interpolated from observed gravity values.
 HW0943
 HW0943;                    North         East    Units  Estimated Accuracy
 HW0943;SPC VA S     - 1,193,010.    3,478,210.      MT  (+/- 180 meters Scaled)
 HW0943
 HW0943                          SUPERSEDED SURVEY CONTROL
 HW0943
 HW0943  NGVD 29 (??/??/92)  288.785  (m)          947.46   (f) ADJ UNCH    2 0
 HW0943
 HW0943.Superseded values are not recommended for survey control.
 HW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0943.See file dsdata.txt to determine how the superseded data were derived.
 HW0943
 HW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC975162(NAD 83)
 HW0943_MARKER: DD = SURVEY DISK
 HW0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0943_SP_SET: CURB
 HW0943_STAMPING: 948
 HW0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0943
 HW0943  HISTORY     - Date     Condition        Report By
 HW0943  HISTORY     - UNK      MONUMENTED       USGS
 HW0943  HISTORY     - 1934     GOOD             NGS
 HW0943
 HW0943                          STATION DESCRIPTION
 HW0943
 HW0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW0943'1.8 MI E FROM GREENWOOD.
 HW0943'1.8 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0943'STATION AT GREENWOOD, ALBEMARLE COUNTY, AT THE SWITCH AT JARMANS
 HW0943'GAP, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE CURB
 HW0943'AROUND THE WEIGHING PLATFORM, OF THE TRUCK SCALES, 30 FEET EAST
 HW0943'OF THE CENTER LINE OF A DIRT ROAD, 45 FEET NORTH OF THE NORTH RAIL,
 HW0943'AND 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK.  A
 HW0943'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1490 ***********************************************************************
 FY1490  DESIGNATION -  95
 FY1490  PID         -  FY1490
 FY1490  STATE/COUNTY-  VA/HENRY
 FY1490  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1490
 FY1490                         *CURRENT SURVEY CONTROL
 FY1490  ___________________________________________________________________
 FY1490* NAD 83(1986)-  36 41 28.     (N)    079 51 15.     (W)     SCALED    
 FY1490* NAVD 88     -       312.426  (meters)    1025.02   (feet)  ADJUSTED  
 FY1490  ___________________________________________________________________
 FY1490  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY1490  DYNAMIC HT  -         312.160 (meters)    1024.14  (feet)  COMP
 FY1490  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 FY1490
 FY1490  VERT ORDER  -  SECOND    CLASS 0
 FY1490
 FY1490.The horizontal coordinates were scaled from a topographic map and have
 FY1490.an estimated accuracy of +/- 6 seconds.
 FY1490
 FY1490.The orthometric height was determined by differential leveling
 FY1490.and adjusted by the National Geodetic Survey in June 1991..
 FY1490
 FY1490.The geoid height was determined by GEOID03.
 FY1490
 FY1490.The dynamic height is computed by dividing the NAVD 88
 FY1490.geopotential number by the normal gravity value computed on the
 FY1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1490.degrees latitude (g = 980.6199 gals.).
 FY1490
 FY1490.The modeled gravity was interpolated from observed gravity values.
 FY1490
 FY1490;                    North         East    Units  Estimated Accuracy
 FY1490;SPC VA S     - 1,040,570.    3,378,980.      MT  (+/- 180 meters Scaled)
 FY1490
 FY1490                          SUPERSEDED SURVEY CONTROL
 FY1490
 FY1490  NGVD 29 (??/??/92)  312.624  (m)         1025.67   (f) ADJ UNCH    2 0
 FY1490
 FY1490.Superseded values are not recommended for survey control.
 FY1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1490.See file dsdata.txt to determine how the superseded data were derived.
 FY1490
 FY1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA023612(NAD 83)
 FY1490_MARKER: DD = SURVEY DISK
 FY1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1490_SP_SET: OVERPASS
 FY1490_STAMPING: 95 JAS 1026 1963
 FY1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1490
 FY1490  HISTORY     - Date     Condition        Report By
 FY1490  HISTORY     - 1963     MONUMENTED       USGS
 FY1490  HISTORY     - 1964     GOOD             NGS
 FY1490
 FY1490                          STATION DESCRIPTION
 FY1490
 FY1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1490'AT MARTINSVILLE.
 FY1490'0.6 MILE EAST ALONG CHURCH STREET FROM THE POST OFFICE THENCE
 FY1490'0.7 MILE EAST ALONG U.S. HIGHWAY 58 TO THE MARK SET IN THE TOP
 FY1490'OF THE NORTHEAST WINGWALL OF A OVERPASS OVER DANVILLE AND
 FY1490'WESTERN RY., 53 FEET SOUTHWEST OF CENTERLINE OF NORTHSIDE DRIVE,
 FY1490'21.5 FEET NORTHWEST OF CENTERLINE OF WEST BOUND LANES OF HIGHWAY,
 FY1490'AND IS ABOUT LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5596 ***********************************************************************
 GV5596  DESIGNATION -  95 C OF R 1972
 GV5596  PID         -  GV5596
 GV5596  STATE/COUNTY-  VA/C OF RICHMOND
 GV5596  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5596
 GV5596                         *CURRENT SURVEY CONTROL
 GV5596  ___________________________________________________________________
 GV5596* NAD 83(1993)-  37 29 03.26375(N)    077 29 14.98689(W)     ADJUSTED  
 GV5596* NAVD 88     -        62.83   (+/-2cm)     206.1    (feet)  VERTCON   
 GV5596  ___________________________________________________________________
 GV5596  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV5596  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GV5596
 GV5596  HORZ ORDER  -  SECOND
 GV5596  VERT ORDER  -  THIRD ? (See Below)
 GV5596
 GV5596.The horizontal coordinates were established by classical geodetic methods
 GV5596.and adjusted by the National Geodetic Survey in September 1995..
 GV5596
 GV5596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5596.The vertical order pertains to the NGVD 29 superseded value.
 GV5596
 GV5596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5596
 GV5596.The geoid height was determined by GEOID03.
 GV5596
 GV5596;                    North         East     Units Scale Factor Converg.
 GV5596;SPC VA S     - 1,128,202.359 3,589,543.477   MT  0.99994747   +0 36 52.2
 GV5596;SPC VA S     - 3,701,443.91 11,776,693.89   sFT  0.99994747   +0 36 52.2
 GV5596;UTM  18      - 4,151,499.241   280,065.722   MT  1.00019586   -1 30 51.7
 GV5596
 GV5596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5596!SPC VA S     -   0.99999532  x   0.99994747  =   0.99994279
 GV5596!UTM  18      -   0.99999532  x   1.00019586  =   1.00019118
 GV5596
 GV5596|---------------------------------------------------------------------|
 GV5596| PID    Reference Object                     Distance      Geod. Az  |
 GV5596|                                                           dddmmss.s |
 GV5596| GV5591 94 C OF R 1972                      233.863 METERS 13521     |
 GV5596| GV5608 96 C OF R 1972                      APPROX. 0.7 KM 2882246.7 |
 GV5596|---------------------------------------------------------------------|
 GV5596
 GV5596                          SUPERSEDED SURVEY CONTROL
 GV5596
 GV5596  NAD 83(1993)-  37 29 03.26371(N)    077 29 14.98683(W) AD(       ) 2
 GV5596  NAD 83(1986)-  37 29 03.27002(N)    077 29 15.00374(W) AD(       ) 2
 GV5596  NAD 27      -  37 29 02.73882(N)    077 29 16.05604(W) AD(       ) 2
 GV5596  NGVD 29 (07/19/86)   63.14   (m)          207.2    (f) LEVELING    3  
 GV5596
 GV5596.Superseded values are not recommended for survey control.
 GV5596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5596.See file dsdata.txt to determine how the superseded data were derived.
 GV5596
 GV5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8006651499(NAD 83)
 GV5596_MARKER: Z = SEE DESCRIPTION
 GV5596_SETTING: 0 = UNSPECIFIED SETTING
 GV5596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5596
 GV5596  HISTORY     - Date     Condition        Report By
 GV5596  HISTORY     - 1972     MONUMENTED       VA2060
 GV5596  HISTORY     - 19951117 GOOD             USPSQD
 GV5596  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5596  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5596
 GV5596                          STATION DESCRIPTION
 GV5596
 GV5596'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5596'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5596'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO
 GV5596'U.S. ROUTE 360, THENCE WEST ON U.S. ROUTE 360 1.70 MILES TO BRYCE
 GV5596'LANE, THENCE SOUTH ON BRYCE LANE 0.50 MILE TO POINT NO. 95.
 GV5596'
 GV5596'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5596'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5596'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5596'8 INCHES BELOW GROUND.
 GV5596'
 GV5596'26.0 FEET N.E. OF THE C/L OF BRYCE LANE, 50.0 FEET S. OF THE S.W.
 GV5596'CORNER OF A TRI-LEVEL BRICK HOUSE, 14.3 FEET S.W. OF A 10 INCH PINE
 GV5596'TREE, 28.6 FEET E. OF A 6 INCH PINOAK TREE LOCATED ON THE C/L OF
 GV5596'FERNBROOK DR. EXTENDED.
 GV5596'
 GV5596'NEAREST TOWN--RICHMOND.
 GV5596
 GV5596                          STATION RECOVERY (1995)
 GV5596
 GV5596'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5596'RECOVERED IN GOOD CONDITION.
 GV5596
 GV5596                          STATION RECOVERY (1999)
 GV5596
 GV5596'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5596'MARK NOT FOUND.
 GV5596
 GV5596                          STATION RECOVERY (2003)
 GV5596
 GV5596'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1180 ***********************************************************************
 GV1180  DESIGNATION -  95 USGS
 GV1180  PID         -  GV1180
 GV1180  STATE/COUNTY-  VA/CAROLINE
 GV1180  USGS QUAD   -  PENOLA (1985)
 GV1180
 GV1180                         *CURRENT SURVEY CONTROL
 GV1180  ___________________________________________________________________
 GV1180* NAD 83(1986)-  37 57 25.     (N)    077 22 14.     (W)     SCALED    
 GV1180* NAVD 88     -        28.717  (meters)      94.22   (feet)  ADJUSTED  
 GV1180  ___________________________________________________________________
 GV1180  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GV1180  DYNAMIC HT  -          28.699 (meters)      94.16  (feet)  COMP
 GV1180  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 GV1180
 GV1180  VERT ORDER  -  FIRST     CLASS II
 GV1180
 GV1180.The horizontal coordinates were scaled from a topographic map and have
 GV1180.an estimated accuracy of +/- 6 seconds.
 GV1180
 GV1180.The orthometric height was determined by differential leveling
 GV1180.and adjusted by the National Geodetic Survey in June 1991..
 GV1180
 GV1180.The geoid height was determined by GEOID03.
 GV1180
 GV1180.The dynamic height is computed by dividing the NAVD 88
 GV1180.geopotential number by the normal gravity value computed on the
 GV1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1180.degrees latitude (g = 980.6199 gals.).
 GV1180
 GV1180.The modeled gravity was interpolated from observed gravity values.
 GV1180
 GV1180;                    North         East    Units  Estimated Accuracy
 GV1180;SPC VA N     - 2,032,830.    3,599,260.      MT  (+/- 180 meters Scaled)
 GV1180
 GV1180                          SUPERSEDED SURVEY CONTROL
 GV1180
 GV1180  NGVD 29 (??/??/??)   29.004  (m)           95.16   (f) ADJUSTED    1 2
 GV1180
 GV1180.Superseded values are not recommended for survey control.
 GV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1180.See file dsdata.txt to determine how the superseded data were derived.
 GV1180
 GV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH917036(NAD 83)
 GV1180_MARKER: P = PIPE CAP
 GV1180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1180_STAMPING: 95.157 95 VA 1917
 GV1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1180
 GV1180  HISTORY     - Date     Condition        Report By
 GV1180  HISTORY     - 1917     MONUMENTED       USGS
 GV1180  HISTORY     - 1941     GOOD             CGS
 GV1180  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 GV1180  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1180
 GV1180                          STATION DESCRIPTION
 GV1180
 GV1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GV1180'AT PENOLA.
 GV1180'AT PENOLA, CAROLINE COUNTY, ON THE RICHMOND, FREDERICKSBURG AND
 GV1180'POTOMAC RAILROAD, 121 FEET EAST OF THE EAST END OF THE STATION,
 GV1180'AT THE CROSSING OF STATE SECONDARY HIGHWAY 601, 40 FEET SOUTH OF
 GV1180'THE SOUTH RAIL OF THE NORTH-BOUND TRACK, 28 FEET SOUTHWEST OF
 GV1180'THE CENTERLINE OF THE ROAD, 24 FEET SOUTHEAST OF THE FIRST POLE
 GV1180'WEST OF THE CROSSING, AND 1 FOOT NORTHWEST OF A WHITE WOODEN
 GV1180'WITNESS POST.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GV1180'95.157 95 VA 1917 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 GV1180'PIPE.
 GV1180
 GV1180                          STATION RECOVERY (1999)
 GV1180
 GV1180'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1180'MARK NOT FOUND.
 GV1180
 GV1180                          STATION RECOVERY (2002)
 GV1180
 GV1180'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1591 ***********************************************************************
 GV1591  DESIGNATION -  95 USGS RESET 1941
 GV1591  PID         -  GV1591
 GV1591  STATE/COUNTY-  VA/SUSSEX
 GV1591  USGS QUAD   -  WAVERLY (1980)
 GV1591
 GV1591                         *CURRENT SURVEY CONTROL
 GV1591  ___________________________________________________________________
 GV1591* NAD 83(1986)-  37 00 40.     (N)    077 03 17.     (W)     SCALED    
 GV1591* NAVD 88     -        23.13   (+/-2cm)      75.9    (feet)  VERTCON   
 GV1591  ___________________________________________________________________
 GV1591  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 GV1591
 GV1591  VERT ORDER  -  THIRD (See Below)
 GV1591
 GV1591.The horizontal coordinates were scaled from a topographic map and have
 GV1591.an estimated accuracy of +/- 6 seconds.
 GV1591
 GV1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1591.The vertical order pertains to the NGVD 29 superseded value.
 GV1591
 GV1591.The geoid height was determined by GEOID03.
 GV1591
 GV1591;                    North         East    Units  Estimated Accuracy
 GV1591;SPC VA S     - 1,076,200.    3,628,620.      MT  (+/- 180 meters Scaled)
 GV1591
 GV1591                          SUPERSEDED SURVEY CONTROL
 GV1591
 GV1591  NGVD 29 (??/??/??)   23.47   (m)           77.0    (f) RESET       3  
 GV1591
 GV1591.Superseded values are not recommended for survey control.
 GV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1591.See file dsdata.txt to determine how the superseded data were derived.
 GV1591
 GV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF171980(NAD 83)
 GV1591_MARKER: DD = SURVEY DISK
 GV1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1591_SP_SET: CULVERT
 GV1591_STAMPING: RESET 1941
 GV1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1591+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 GV1591
 GV1591  HISTORY     - Date     Condition        Report By
 GV1591  HISTORY     - 1941     MONUMENTED       NWRR
 GV1591  HISTORY     - 1960     GOOD             CGS
 GV1591  HISTORY     - 19971004 GOOD             USPSQD
 GV1591  HISTORY     - 20020115 GOOD             USPSQD
 GV1591
 GV1591                          STATION DESCRIPTION
 GV1591
 GV1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1591'2.6 MI SE FROM WAVERLY.
 GV1591'3.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GV1591'FROM THE STATION AT WAVERLY, SUSSEX COUNTY, AT A DOUBLE 12- BY
 GV1591'12-FOOT CONCRETE-BOX CULVERT OVER COPPAHAUNK CREEK, IN THE
 GV1591'CENTER OF THE TOP OF THE NORTHEAST HEADWALL, AND 52.7 FEET NORTHEAST
 GV1591'OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 GV1591'SURVEY STANDARD DISK, STAMPED RESET 1941.  NOTE-- IT IS ABOUT
 GV1591'2.6 MILES SOUTHEAST OF WAVERLY INSTEAD OF 3.4 MILES.
 GV1591
 GV1591                          STATION RECOVERY (1997)
 GV1591
 GV1591'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1591'RECOVERED IN GOOD CONDITION.
 GV1591
 GV1591                          STATION RECOVERY (2002)
 GV1591
 GV1591'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1773 ***********************************************************************
 GW1773  DESIGNATION -  954 USGS
 GW1773  PID         -  GW1773
 GW1773  STATE/COUNTY-  VA/BOTETOURT
 GW1773  USGS QUAD   -  EAGLE ROCK (1985)
 GW1773
 GW1773                         *CURRENT SURVEY CONTROL
 GW1773  ___________________________________________________________________
 GW1773* NAD 83(1986)-  37 41 20.     (N)    079 48 44.     (W)     SCALED    
 GW1773* NAVD 88     -       290.830  (meters)     954.16   (feet)  ADJUSTED  
 GW1773  ___________________________________________________________________
 GW1773  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1773  DYNAMIC HT  -         290.602 (meters)     953.42  (feet)  COMP
 GW1773  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 GW1773
 GW1773  VERT ORDER  -  FIRST     CLASS II
 GW1773
 GW1773.The horizontal coordinates were scaled from a topographic map and have
 GW1773.an estimated accuracy of +/- 6 seconds.
 GW1773
 GW1773.The orthometric height was determined by differential leveling
 GW1773.and adjusted by the National Geodetic Survey in June 1991..
 GW1773.WARNING-Repeat measurements at this control monument indicate possible
 GW1773.vertical movement.
 GW1773
 GW1773.The geoid height was determined by GEOID03.
 GW1773
 GW1773.The dynamic height is computed by dividing the NAVD 88
 GW1773.geopotential number by the normal gravity value computed on the
 GW1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1773.degrees latitude (g = 980.6199 gals.).
 GW1773
 GW1773.The modeled gravity was interpolated from observed gravity values.
 GW1773
 GW1773;                    North         East    Units  Estimated Accuracy
 GW1773;SPC VA S     - 1,151,240.    3,384,270.      MT  (+/- 180 meters Scaled)
 GW1773
 GW1773                          SUPERSEDED SURVEY CONTROL
 GW1773
 GW1773.No superseded survey control is available for this station.
 GW1773
 GW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB047719(NAD 83)
 GW1773_MARKER: DD = SURVEY DISK
 GW1773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1773_STAMPING: 954.788 TT 954 1903
 GW1773_MARK LOGO: USGS  
 GW1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1773
 GW1773  HISTORY     - Date     Condition        Report By
 GW1773  HISTORY     - 1903     MONUMENTED       USGS
 GW1773  HISTORY     - 1959     GOOD             USGS
 GW1773  HISTORY     - 1984     GOOD             NGS
 GW1773
 GW1773                          STATION DESCRIPTION
 GW1773
 GW1773'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GW1773'AT GALA.
 GW1773'GALA, JUST S. OF RR STATION, 19 FT. W. OF W. RAIL OF C AND O RY,
 GW1773'AT W. END OF N. CONCRETE ABUTMENT OF RR. BRIDGE OVER MILL CREEK,
 GW1773'2 FT LOWER THAN BRIDGE FLOOR, IN TOP OF, AND 2 FT LOWER THAN
 GW1773'ABUTMENT, STANDARD TABLET STAMPED 954.788 TT 954 1903
 GW1773
 GW1773                          STATION RECOVERY (1984)
 GW1773
 GW1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1773'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GALA, AT
 GW1773'THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER MILL CREEK, IN TOP OF THE
 GW1773'WEST END OF THE NORTH ABUTMENT OF THE BRIDGE, 5.50 METERS (18.0 FT)
 GW1773'WEST OF THE WEST RAIL OF THE TRACKS, A USGS DISK STAMPED--954.788 1903
 GW1773'ADJ.
 GW1773'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1560 ***********************************************************************
 GW1560  DESIGNATION -  956
 GW1560  PID         -  GW1560
 GW1560  STATE/COUNTY-  VA/BOTETOURT
 GW1560  USGS QUAD   -  EAGLE ROCK (1985)
 GW1560
 GW1560                         *CURRENT SURVEY CONTROL
 GW1560  ___________________________________________________________________
 GW1560* NAD 83(1986)-  37 43 17.     (N)    079 50 35.     (W)     SCALED    
 GW1560* NAVD 88     -       291.262  (meters)     955.58   (feet)  ADJUSTED  
 GW1560  ___________________________________________________________________
 GW1560  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW1560  DYNAMIC HT  -         291.031 (meters)     954.82  (feet)  COMP
 GW1560  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 GW1560
 GW1560  VERT ORDER  -  FIRST     CLASS II
 GW1560
 GW1560.The horizontal coordinates were scaled from a topographic map and have
 GW1560.an estimated accuracy of +/- 6 seconds.
 GW1560
 GW1560.The orthometric height was determined by differential leveling
 GW1560.and adjusted by the National Geodetic Survey in June 1991..
 GW1560
 GW1560.The geoid height was determined by GEOID03.
 GW1560
 GW1560.The dynamic height is computed by dividing the NAVD 88
 GW1560.geopotential number by the normal gravity value computed on the
 GW1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1560.degrees latitude (g = 980.6199 gals.).
 GW1560
 GW1560.The modeled gravity was interpolated from observed gravity values.
 GW1560
 GW1560;                    North         East    Units  Estimated Accuracy
 GW1560;SPC VA S     - 1,154,880.    3,381,600.      MT  (+/- 180 meters Scaled)
 GW1560
 GW1560                          SUPERSEDED SURVEY CONTROL
 GW1560
 GW1560  NGVD 29 (??/??/92)  291.466  (m)          956.25   (f) ADJ UNCH    1 2
 GW1560
 GW1560.Superseded values are not recommended for survey control.
 GW1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1560.See file dsdata.txt to determine how the superseded data were derived.
 GW1560
 GW1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB019755(NAD 83)
 GW1560_MARKER: DD = SURVEY DISK
 GW1560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1560_STAMPING: 956.222
 GW1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1560
 GW1560  HISTORY     - Date     Condition        Report By
 GW1560  HISTORY     - UNK      MONUMENTED       USGS
 GW1560  HISTORY     - 1936     MARK NOT FOUND   NGS
 GW1560
 GW1560                          STATION DESCRIPTION
 GW1560
 GW1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1560'0.7 MI SE FROM HADEN.
 GW1560'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW1560'STATION AT HADEN, 305 FEET SOUTHEAST OF HB INTERLOCKING TOWER,
 GW1560'54 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 7
 GW1560'FEET LOWER THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 GW1560'STAMPED 956.222 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 GW1560'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5608 ***********************************************************************
 GV5608  DESIGNATION -  96 C OF R 1972
 GV5608  PID         -  GV5608
 GV5608  STATE/COUNTY-  VA/C OF RICHMOND
 GV5608  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5608
 GV5608                         *CURRENT SURVEY CONTROL
 GV5608  ___________________________________________________________________
 GV5608* NAD 83(1993)-  37 29 10.10393(N)    077 29 40.82446(W)     ADJUSTED  
 GV5608* NAVD 88     -        65.60   (+/-2cm)     215.2    (feet)  VERTCON   
 GV5608  ___________________________________________________________________
 GV5608  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GV5608  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5608
 GV5608  HORZ ORDER  -  SECOND
 GV5608  VERT ORDER  -  THIRD ? (See Below)
 GV5608
 GV5608.The horizontal coordinates were established by classical geodetic methods
 GV5608.and adjusted by the National Geodetic Survey in September 1995..
 GV5608
 GV5608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5608.The vertical order pertains to the NGVD 29 superseded value.
 GV5608
 GV5608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5608
 GV5608.The geoid height was determined by GEOID03.
 GV5608
 GV5608;                    North         East     Units Scale Factor Converg.
 GV5608;SPC VA S     - 1,128,406.433 3,588,906.529   MT  0.99994754   +0 36 36.6
 GV5608;SPC VA S     - 3,702,113.44 11,774,604.17   sFT  0.99994754   +0 36 36.6
 GV5608;UTM  18      - 4,151,726.893   279,436.638   MT  1.00019927   -1 31 07.7
 GV5608
 GV5608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5608!SPC VA S     -   0.99999489  x   0.99994754  =   0.99994243
 GV5608!UTM  18      -   0.99999489  x   1.00019927  =   1.00019416
 GV5608
 GV5608:                Primary Azimuth Mark                     Grid Az
 GV5608:SPC VA S     -  95 C OF R 1972                           107 45 54.4
 GV5608:UTM  18      -  95 C OF R 1972                           109 53 38.7
 GV5608
 GV5608|---------------------------------------------------------------------|
 GV5608| PID    Reference Object                     Distance      Geod. Az  |
 GV5608|                                                           dddmmss.s |
 GV5608| GV5596 95 C OF R 1972                      APPROX. 0.7 KM 1082231.0 |
 GV5608| GV5613 97 C OF R 1972                      276.735 METERS 23006     |
 GV5608|---------------------------------------------------------------------|
 GV5608
 GV5608                          SUPERSEDED SURVEY CONTROL
 GV5608
 GV5608  NAD 83(1993)-  37 29 10.10389(N)    077 29 40.82440(W) AD(       ) 2
 GV5608  NAD 83(1986)-  37 29 10.11024(N)    077 29 40.84129(W) AD(       ) 2
 GV5608  NAD 27      -  37 29 09.57886(N)    077 29 41.89284(W) AD(       ) 2
 GV5608  NGVD 29 (07/19/86)   65.91   (m)          216.2    (f) LEVELING    3  
 GV5608
 GV5608.Superseded values are not recommended for survey control.
 GV5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5608.See file dsdata.txt to determine how the superseded data were derived.
 GV5608
 GV5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7943751727(NAD 83)
 GV5608_MARKER: Z = SEE DESCRIPTION
 GV5608_SETTING: 0 = UNSPECIFIED SETTING
 GV5608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5608+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5608
 GV5608  HISTORY     - Date     Condition        Report By
 GV5608  HISTORY     - 1972     MONUMENTED       VA2060
 GV5608  HISTORY     - 19951117 GOOD             USPSQD
 GV5608  HISTORY     - 19991023 GOOD             USPSQD
 GV5608  HISTORY     - 20031120 GOOD             USPSQD
 GV5608
 GV5608                          STATION DESCRIPTION
 GV5608
 GV5608'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5608'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5608'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO U.S.
 GV5608'ROUTE 360, THENCE WEST ON U.S. ROUTE 360 1.70 MILES TO BRYCE
 GV5608'LANE, THENCE SOUTH ON BRYCE LANE 0.10 MILE TO POINT NO. 96.
 GV5608'
 GV5608'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5608'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5608'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5608'8 INCHES BELOW GROUND.
 GV5608'
 GV5608'20.5 FEET S.W. OF C/L OF BRYCE LANE, 46.0 FEET S.E. OF C/L OF KIMROD
 GV5608'RD., 55.6 FEET S. OF VEPCO POLE NO. 43690, 41.1 FEET N.E. OF A 6
 GV5608'INCH PINOAK TREE.
 GV5608'
 GV5608'NEAREST TOWN--RICHMOND.
 GV5608
 GV5608                          STATION RECOVERY (1995)
 GV5608
 GV5608'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5608'RECOVERED IN GOOD CONDITION.
 GV5608
 GV5608                          STATION RECOVERY (1999)
 GV5608
 GV5608'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5608'RECOVERED IN GOOD CONDITION.
 GV5608
 GV5608                          STATION RECOVERY (2003)
 GV5608
 GV5608'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1164 ***********************************************************************
 FX1164  DESIGNATION -  97
 FX1164  PID         -  FX1164
 FX1164  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1164  USGS QUAD   -  YALE (1996)
 FX1164
 FX1164                         *CURRENT SURVEY CONTROL
 FX1164  ___________________________________________________________________
 FX1164* NAD 83(1986)-  36 46 46.     (N)    077 15 52.     (W)     SCALED    
 FX1164* NAVD 88     -        29.120  (meters)      95.54   (feet)  POSTED    
 FX1164  ___________________________________________________________________
 FX1164  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 FX1164  DYNAMIC HT  -          29.100 (meters)      95.47  (feet)  COMP
 FX1164  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 FX1164
 FX1164  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX1164
 FX1164.The horizontal coordinates were scaled from a topographic map and have
 FX1164.an estimated accuracy of +/- 6 seconds.
 FX1164
 FX1164.The orthometric height was determined by differential leveling
 FX1164.and adjusted by the National Geodetic Survey in 1992..
 FX1164.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX1164.rate of 2.1 thru 3.0 mm/km.
 FX1164
 FX1164.The geoid height was determined by GEOID03.
 FX1164
 FX1164.The dynamic height is computed by dividing the NAVD 88
 FX1164.geopotential number by the normal gravity value computed on the
 FX1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1164.degrees latitude (g = 980.6199 gals.).
 FX1164
 FX1164.The modeled gravity was interpolated from observed gravity values.
 FX1164
 FX1164;                    North         East    Units  Estimated Accuracy
 FX1164;SPC VA S     - 1,050,230.    3,610,290.      MT  (+/- 180 meters Scaled)
 FX1164
 FX1164                          SUPERSEDED SURVEY CONTROL
 FX1164
 FX1164  NGVD 29 (??/??/92)   29.519  (m)           96.85   (f) ADJ UNCH    2 0
 FX1164
 FX1164.Superseded values are not recommended for survey control.
 FX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1164.See file dsdata.txt to determine how the superseded data were derived.
 FX1164
 FX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF979727(NAD 83)
 FX1164_MARKER: P = PIPE CAP
 FX1164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX1164_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX1164_STAMPING: 96.876 1918
 FX1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1164
 FX1164  HISTORY     - Date     Condition        Report By
 FX1164  HISTORY     - 1918     MONUMENTED       USGS
 FX1164  HISTORY     - 1965     GOOD             NGS
 FX1164
 FX1164                          STATION DESCRIPTION
 FX1164
 FX1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1164'0.7 MI W FROM JOYNER.
 FX1164'0.7 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 FX1164'JOYNER, SOUTHAMPTON COUNTY, ABOUT 395 YARDS WEST OF MILEPOST
 FX1164'62, AT THE CROSSING OF STATE SECONDARY ROAD 609, 45-1/2 FEET
 FX1164'NORTH OF THE NORTH RAIL OF THE MAIN TRACK AT A POINT 11 FEET
 FX1164'EAST OF THE CENTER OF THE CROSSING, 21 FEET NORTHWEST OF THE
 FX1164'CENTER LINE OF THE ROAD, AND ABOUT 2-1/2 FEET LOWER THAN THE
 FX1164'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FX1164'96.876 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 FX1164'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  THE CROSSING IS NO LONGER
 FX1164'A STATE ROAD.  A STEEL WITNESS POST WAS SET 0.5 MILE EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5613 ***********************************************************************
 GV5613  DESIGNATION -  97 C OF R 1972
 GV5613  PID         -  GV5613
 GV5613  STATE/COUNTY-  VA/C OF RICHMOND
 GV5613  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5613
 GV5613                         *CURRENT SURVEY CONTROL
 GV5613  ___________________________________________________________________
 GV5613* NAD 83(1993)-  37 29 04.34698(N)    077 29 49.46694(W)     ADJUSTED  
 GV5613* NAVD 88     -        64.01   (+/-2cm)     210.0    (feet)  VERTCON   
 GV5613  ___________________________________________________________________
 GV5613  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GV5613  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GV5613
 GV5613  HORZ ORDER  -  SECOND
 GV5613  VERT ORDER  -  THIRD ? (See Below)
 GV5613
 GV5613.The horizontal coordinates were established by classical geodetic methods
 GV5613.and adjusted by the National Geodetic Survey in September 1995..
 GV5613
 GV5613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5613.The vertical order pertains to the NGVD 29 superseded value.
 GV5613
 GV5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5613
 GV5613.The geoid height was determined by GEOID03.
 GV5613
 GV5613;                    North         East     Units Scale Factor Converg.
 GV5613;SPC VA S     - 1,128,226.710 3,588,696.117   MT  0.99994748   +0 36 31.3
 GV5613;SPC VA S     - 3,701,523.80 11,773,913.84   sFT  0.99994748   +0 36 31.3
 GV5613;UTM  18      - 4,151,555.066   279,219.639   MT  1.00020045   -1 31 12.7
 GV5613
 GV5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5613!SPC VA S     -   0.99999514  x   0.99994748  =   0.99994262
 GV5613!UTM  18      -   0.99999514  x   1.00020045  =   1.00019558
 GV5613
 GV5613|---------------------------------------------------------------------|
 GV5613| PID    Reference Object                     Distance      Geod. Az  |
 GV5613|                                                           dddmmss.s |
 GV5613| GV5608 96 C OF R 1972                      276.735 METERS 05006     |
 GV5613| GV5627 248 C OF R 1972                     349.776 METERS 23535     |
 GV5613|---------------------------------------------------------------------|
 GV5613
 GV5613                          SUPERSEDED SURVEY CONTROL
 GV5613
 GV5613  NAD 83(1993)-  37 29 04.34694(N)    077 29 49.46688(W) AD(       ) 2
 GV5613  NAD 83(1986)-  37 29 04.35328(N)    077 29 49.48379(W) AD(       ) 2
 GV5613  NAD 27      -  37 29 03.82173(N)    077 29 50.53494(W) AD(       ) 2
 GV5613  NGVD 29 (07/19/86)   64.32   (m)          211.0    (f) LEVELING    3  
 GV5613
 GV5613.Superseded values are not recommended for survey control.
 GV5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5613.See file dsdata.txt to determine how the superseded data were derived.
 GV5613
 GV5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7922051555(NAD 83)
 GV5613_MARKER: Z = SEE DESCRIPTION
 GV5613_SETTING: 0 = UNSPECIFIED SETTING
 GV5613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5613+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 GV5613
 GV5613  HISTORY     - Date     Condition        Report By
 GV5613  HISTORY     - 1972     MONUMENTED       VA2060
 GV5613  HISTORY     - 19951117 GOOD             USPSQD
 GV5613  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5613  HISTORY     - 20031120 GOOD             USPSQD
 GV5613
 GV5613                          STATION DESCRIPTION
 GV5613
 GV5613'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (RWS)
 GV5613'BEGINNING AT UNITED STATES POST OFFICE, FOREST HILL BRANCH, LOCATED
 GV5613'ON WESTOVER HILLS BLVD., THENCE SOUTH ON THE BLVD. 1.60 MILES TO U.S.
 GV5613'ROUTE 360, THENCE WEST ON U.S. ROUTE 360 1.70 MILES TO BRYCE
 GV5613'LANE, THENCE SOUTH ON BRYCE LANE 0.10 MILE TO KIMROD RD., THENCE
 GV5613'WEST ON KIMROD RD. 0.15 MILE TO POINT NO. 97.
 GV5613'
 GV5613'STANDARD HORIZONTAL CONTROL CITY OF RICHMOND MONUMENT, PRE-CAST
 GV5613'CONCRETE MONUMENT WITH BRONZE PLUG IN CENTER, NO STAMPING ON
 GV5613'MONUMENT, SET IN 8 INCH CITY OF RICHMOND CASTING, MONUMENT SET ABOUT
 GV5613'8 INCHES BELOW GROUND.
 GV5613'
 GV5613'19.8 FEET S.E. OF C/L OF KIMROD RD., 48.4 FEET S. OF C AND P POLE
 GV5613'NO. 5789E, 45.1 FEET S.W. OF FENCE CORNER, 66.7 FEET S.E. OF 10 INCH
 GV5613'PINOAK TREE.
 GV5613'
 GV5613'NEAREST TOWN--RICHMOND.
 GV5613
 GV5613                          STATION RECOVERY (1995)
 GV5613
 GV5613'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5613'RECOVERED IN GOOD CONDITION.
 GV5613
 GV5613                          STATION RECOVERY (1999)
 GV5613
 GV5613'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5613'MARK NOT FOUND.
 GV5613
 GV5613                          STATION RECOVERY (2003)
 GV5613
 GV5613'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0736 ***********************************************************************
 HW0736  DESIGNATION -  984.98
 HW0736  PID         -  HW0736
 HW0736  STATE/COUNTY-  VA/ROCKINGHAM
 HW0736  USGS QUAD   -  MC GAHEYSVILLE (1987)
 HW0736
 HW0736                         *CURRENT SURVEY CONTROL
 HW0736  ___________________________________________________________________
 HW0736* NAD 83(1986)-  38 22 25.     (N)    078 39 47.     (W)     SCALED    
 HW0736* NAVD 88     -       300.109  (meters)     984.61   (feet)  ADJUSTED  
 HW0736  ___________________________________________________________________
 HW0736  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0736  DYNAMIC HT  -         299.894 (meters)     983.90  (feet)  COMP
 HW0736  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 HW0736
 HW0736  VERT ORDER  -  SECOND    CLASS 0
 HW0736
 HW0736.The horizontal coordinates were scaled from a topographic map and have
 HW0736.an estimated accuracy of +/- 6 seconds.
 HW0736
 HW0736.The orthometric height was determined by differential leveling
 HW0736.and adjusted by the National Geodetic Survey in June 1991..
 HW0736.WARNING-Repeat measurements at this control monument indicate possible
 HW0736.vertical movement.
 HW0736
 HW0736.The geoid height was determined by GEOID03.
 HW0736
 HW0736.The dynamic height is computed by dividing the NAVD 88
 HW0736.geopotential number by the normal gravity value computed on the
 HW0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0736.degrees latitude (g = 980.6199 gals.).
 HW0736
 HW0736.The modeled gravity was interpolated from observed gravity values.
 HW0736
 HW0736;                    North         East    Units  Estimated Accuracy
 HW0736;SPC VA N     - 2,078,480.    3,485,750.      MT  (+/- 180 meters Scaled)
 HW0736
 HW0736                          SUPERSEDED SURVEY CONTROL
 HW0736
 HW0736  NGVD 29 (??/??/92)  300.275  (m)          985.15   (f) ADJ UNCH    2 0
 HW0736
 HW0736.Superseded values are not recommended for survey control.
 HW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0736.See file dsdata.txt to determine how the superseded data were derived.
 HW0736
 HW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC041498(NAD 83)
 HW0736_MARKER: Q = CHISELED SQUARE
 HW0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0736_SP_SET: CULVERT
 HW0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0736
 HW0736  HISTORY     - Date     Condition        Report By
 HW0736  HISTORY     - UNK      MONUMENTED       USGS
 HW0736  HISTORY     - 1965     GOOD             NGS
 HW0736  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0736
 HW0736                          STATION DESCRIPTION
 HW0736
 HW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0736'3.6 MI SW FROM ELKTON.
 HW0736'3.7 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HW0736'THE CITY PRODUCE EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY,
 HW0736'ABOUT 660 FEET SOUTH OF MILEPOST 116, AT THE SOUTHWEST ANGLE OF A
 HW0736'ROAD CROSSING, AND ON THE TOP OF THE CONCRETE HEAD WALL OF A
 HW0736'CULVERT.  A CHISELED SQUARE.
 HW0736
 HW0736                          STATION RECOVERY (1998)
 HW0736
 HW0736'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0257 ***********************************************************************
 HW0257  DESIGNATION -  986.1
 HW0257  PID         -  HW0257
 HW0257  STATE/COUNTY-  VA/PAGE
 HW0257  USGS QUAD   -  LURAY (1994)
 HW0257
 HW0257                         *CURRENT SURVEY CONTROL
 HW0257  ___________________________________________________________________
 HW0257* NAD 83(1986)-  38 43 18.     (N)    078 29 36.     (W)     SCALED    
 HW0257* NAVD 88     -       300.244  (meters)     985.05   (feet)  ADJUSTED  
 HW0257  ___________________________________________________________________
 HW0257  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HW0257  DYNAMIC HT  -         300.036 (meters)     984.37  (feet)  COMP
 HW0257  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 HW0257
 HW0257  VERT ORDER  -  SECOND    CLASS 0
 HW0257
 HW0257.The horizontal coordinates were scaled from a topographic map and have
 HW0257.an estimated accuracy of +/- 6 seconds.
 HW0257
 HW0257.The orthometric height was determined by differential leveling
 HW0257.and adjusted by the National Geodetic Survey in June 1991..
 HW0257
 HW0257.The geoid height was determined by GEOID03.
 HW0257
 HW0257.The dynamic height is computed by dividing the NAVD 88
 HW0257.geopotential number by the normal gravity value computed on the
 HW0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0257.degrees latitude (g = 980.6199 gals.).
 HW0257
 HW0257.The modeled gravity was interpolated from observed gravity values.
 HW0257
 HW0257;                    North         East    Units  Estimated Accuracy
 HW0257;SPC VA N     - 2,117,100.    3,500,580.      MT  (+/- 180 meters Scaled)
 HW0257
 HW0257                          SUPERSEDED SURVEY CONTROL
 HW0257
 HW0257  NGVD 29 (??/??/92)  300.411  (m)          985.60   (f) ADJ UNCH    2 0
 HW0257
 HW0257.Superseded values are not recommended for survey control.
 HW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0257.See file dsdata.txt to determine how the superseded data were derived.
 HW0257
 HW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC179888(NAD 83)
 HW0257_MARKER: N = NAIL
 HW0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0257_SP_SET: TREE
 HW0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0257
 HW0257  HISTORY     - Date     Condition        Report By
 HW0257  HISTORY     - UNK      MONUMENTED       USGS
 HW0257  HISTORY     - 1935     GOOD             NGS
 HW0257
 HW0257                          STATION DESCRIPTION
 HW0257
 HW0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0257'1.4 MI NW FROM LONGS SCHOOL.
 HW0257'1.4 MILES NORTHWEST ALONG COUNTY ROAD 615 FROM LONGS SCHOOL, PAGE
 HW0257'COUNTY, AT THE JUNCTION OF COUNTY ROAD 678, 20 FEET EAST OF THE
 HW0257'CENTERLINE OF COUNTY ROAD 615, 16 FEET SOUTH OF THE CENTERLINE
 HW0257'OF COUNTY ROAD 678, AND IN THE SOUTHWEST ROOT OF A TREE.  A
 HW0257'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2145 ***********************************************************************
 FX2145  DESIGNATION -  99 USGS
 FX2145  PID         -  FX2145
 FX2145  STATE/COUNTY-  VA/SURRY
 FX2145  USGS QUAD   -  IVOR (1989)
 FX2145
 FX2145                         *CURRENT SURVEY CONTROL
 FX2145  ___________________________________________________________________
 FX2145* NAD 83(1986)-  36 59 54.     (N)    076 55 30.     (W)     SCALED    
 FX2145* NAVD 88     -        30.121  (meters)      98.82   (feet)  POSTED    
 FX2145  ___________________________________________________________________
 FX2145  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 FX2145  DYNAMIC HT  -          30.100 (meters)      98.75  (feet)  COMP
 FX2145  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 FX2145
 FX2145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX2145
 FX2145.The horizontal coordinates were scaled from a topographic map and have
 FX2145.an estimated accuracy of +/- 6 seconds.
 FX2145
 FX2145.The orthometric height was determined by differential leveling
 FX2145.and adjusted by the National Geodetic Survey in 1992..
 FX2145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX2145.rate of 2.1 thru 3.0 mm/km.
 FX2145
 FX2145.The geoid height was determined by GEOID03.
 FX2145
 FX2145.The dynamic height is computed by dividing the NAVD 88
 FX2145.geopotential number by the normal gravity value computed on the
 FX2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2145.degrees latitude (g = 980.6199 gals.).
 FX2145
 FX2145.The modeled gravity was interpolated from observed gravity values.
 FX2145
 FX2145;                    North         East    Units  Estimated Accuracy
 FX2145;SPC VA S     - 1,074,970.    3,640,190.      MT  (+/- 180 meters Scaled)
 FX2145
 FX2145                          SUPERSEDED SURVEY CONTROL
 FX2145
 FX2145  NGVD 29 (??/??/92)   30.50   (m)          100.1    (f) COMPUTED    3 0
 FX2145
 FX2145.Superseded values are not recommended for survey control.
 FX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2145.See file dsdata.txt to determine how the superseded data were derived.
 FX2145
 FX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF287964(NAD 83)
 FX2145_MARKER: DD = SURVEY DISK
 FX2145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX2145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX2145_STAMPING: 99 VA 1918
 FX2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2145
 FX2145  HISTORY     - Date     Condition        Report By
 FX2145  HISTORY     - 1918     MONUMENTED       USGS
 FX2145  HISTORY     - 1960     GOOD             NGS
 FX2145  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 FX2145  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 FX2145
 FX2145                          STATION DESCRIPTION
 FX2145
 FX2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX2145'4 MI NE FROM WAKEFIELD.
 FX2145'IN SURRY COUNTY, 4.0 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY
 FX2145'630 FROM THE POST OFFICE AT WAKEFIELD, SUSSEX COUNTY, AT THE
 FX2145'INTERSECTION OF SECONDARY STATE HIGHWAY 604, 30.5 FEET EAST OF
 FX2145'THE CENTER LINE OF SECONDARY STATE HIGHWAY 604, 17 FEET NORTH
 FX2145'OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 630, AND 2.5 FEET
 FX2145'EAST OF A 12-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 FX2145'STANDARD CAP, STAMPED 99 VA 1918 AND SET IN THE TOP OF AN IRON
 FX2145'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 FX2145
 FX2145                          STATION RECOVERY (1997)
 FX2145
 FX2145'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2145'MARK NOT FOUND.
 FX2145
 FX2145                          STATION RECOVERY (2002)
 FX2145
 FX2145'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 FX2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2961 ***********************************************************************
 HW2961  DESIGNATION -  998.60
 HW2961  PID         -  HW2961
 HW2961  STATE/COUNTY-  VA/ROCKINGHAM
 HW2961  USGS QUAD   -  MC GAHEYSVILLE (1987)
 HW2961
 HW2961                         *CURRENT SURVEY CONTROL
 HW2961  ___________________________________________________________________
 HW2961* NAD 83(1986)-  38 21 44.     (N)    078 40 38.     (W)     SCALED    
 HW2961* NAVD 88     -       304.274  (meters)     998.27   (feet)  ADJUSTED  
 HW2961  ___________________________________________________________________
 HW2961  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW2961  DYNAMIC HT  -         304.056 (meters)     997.56  (feet)  COMP
 HW2961  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 HW2961
 HW2961  VERT ORDER  -  SECOND    CLASS 0
 HW2961
 HW2961.The horizontal coordinates were scaled from a topographic map and have
 HW2961.an estimated accuracy of +/- 6 seconds.
 HW2961
 HW2961.The orthometric height was determined by differential leveling
 HW2961.and adjusted by the National Geodetic Survey in June 1991..
 HW2961.WARNING-Repeat measurements at this control monument indicate possible
 HW2961.vertical movement.
 HW2961
 HW2961.The geoid height was determined by GEOID03.
 HW2961
 HW2961.The dynamic height is computed by dividing the NAVD 88
 HW2961.geopotential number by the normal gravity value computed on the
 HW2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2961.degrees latitude (g = 980.6199 gals.).
 HW2961
 HW2961.The modeled gravity was interpolated from observed gravity values.
 HW2961
 HW2961;                    North         East    Units  Estimated Accuracy
 HW2961;SPC VA N     - 2,077,220.    3,484,510.      MT  (+/- 180 meters Scaled)
 HW2961
 HW2961                          SUPERSEDED SURVEY CONTROL
 HW2961
 HW2961  NGVD 29 (??/??/92)  304.452  (m)          998.86   (f) ADJ UNCH    2 0
 HW2961
 HW2961.Superseded values are not recommended for survey control.
 HW2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2961.See file dsdata.txt to determine how the superseded data were derived.
 HW2961
 HW2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC029485(NAD 83)
 HW2961_MARKER: Q = CHISELED SQUARE
 HW2961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW2961_SP_SET: CULVERT
 HW2961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW2961
 HW2961  HISTORY     - Date     Condition        Report By
 HW2961  HISTORY     - UNK      MONUMENTED       USGS
 HW2961  HISTORY     - 1935     GOOD             NGS
 HW2961  HISTORY     - 1942     GOOD             NGS
 HW2961  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW2961
 HW2961                          STATION DESCRIPTION
 HW2961
 HW2961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW2961'4.8 MI SW FROM ELKTON.
 HW2961'4.8 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HW2961'THE CITY PRODUCE EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY,
 HW2961'ABOUT 1,000 FEET SOUTH OF MILEPOST 117, AT A ROAD CROSSING, AND
 HW2961'ON THE TOP OF THE EAST HEAD WALL OF A CONCRETE CULVERT.  A
 HW2961'CHISELED SQUARE.
 HW2961
 HW2961                          STATION RECOVERY (1942)
 HW2961
 HW2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW2961'RECOVERED IN GOOD CONDITION.
 HW2961
 HW2961                          STATION RECOVERY (1998)
 HW2961
 HW2961'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW2961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1717 ***********************************************************************
 GW1717  DESIGNATION -  A 100
 GW1717  PID         -  GW1717
 GW1717  STATE/COUNTY-  VA/BATH
 GW1717  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1717
 GW1717                         *CURRENT SURVEY CONTROL
 GW1717  ___________________________________________________________________
 GW1717* NAD 83(1986)-  37 58 26.     (N)    079 50 58.     (W)     SCALED    
 GW1717* NAVD 88     -       744.703  (meters)    2443.25   (feet)  ADJUSTED  
 GW1717  ___________________________________________________________________
 GW1717  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1717  DYNAMIC HT  -         744.077 (meters)    2441.19  (feet)  COMP
 GW1717  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 GW1717
 GW1717  VERT ORDER  -  SECOND    CLASS 0
 GW1717
 GW1717.The horizontal coordinates were scaled from a topographic map and have
 GW1717.an estimated accuracy of +/- 6 seconds.
 GW1717
 GW1717.The orthometric height was determined by differential leveling
 GW1717.and adjusted by the National Geodetic Survey in June 1991..
 GW1717
 GW1717.The geoid height was determined by GEOID03.
 GW1717
 GW1717.The dynamic height is computed by dividing the NAVD 88
 GW1717.geopotential number by the normal gravity value computed on the
 GW1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1717.degrees latitude (g = 980.6199 gals.).
 GW1717
 GW1717.The modeled gravity was interpolated from observed gravity values.
 GW1717
 GW1717;                    North         East    Units  Estimated Accuracy
 GW1717;SPC VA N     - 2,034,970.    3,381,440.      MT  (+/- 180 meters Scaled)
 GW1717
 GW1717                          SUPERSEDED SURVEY CONTROL
 GW1717
 GW1717  NGVD 29 (??/??/92)  744.814  (m)         2443.61   (f) ADJ UNCH    2 0
 GW1717
 GW1717.Superseded values are not recommended for survey control.
 GW1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1717.See file dsdata.txt to determine how the superseded data were derived.
 GW1717
 GW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC010035(NAD 83)
 GW1717_MARKER: DB = BENCH MARK DISK
 GW1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1717_STAMPING: A 100 1935
 GW1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1717+STABILITY: SURFACE MOTION
 GW1717
 GW1717  HISTORY     - Date     Condition        Report By
 GW1717  HISTORY     - 1935     MONUMENTED       CGS
 GW1717  HISTORY     - 1969     GOOD             NGS
 GW1717
 GW1717                          STATION DESCRIPTION
 GW1717
 GW1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1717'1.9 MI SW FROM HOT SPRINGS.
 GW1717'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1717'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT 100 FEET
 GW1717'NORTHWEST OF THE SOUTHWEST CORNER OF ASHWOOD CHURCH, AT THE
 GW1717'NORTH EDGE OF HEALING SPRINGS, ABOUT 75 FEET SOUTHWEST OF THE
 GW1717'CENTER LINE OF COUNTY ROAD 613, 20 FEET NORTHWEST OF THE CENTER
 GW1717'LINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF THE FENCE.  A
 GW1717'STANDARD DISK, STAMPED A 100 1935 AND SET IN THE TOP OF A CONCRETE
 GW1717'POST.
 GW1717
 GW1717                          STATION RECOVERY (1969)
 GW1717
 GW1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GW1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1718 ***********************************************************************
 GW1718  DESIGNATION -  A 100 RESET 1938
 GW1718  PID         -  GW1718
 GW1718  STATE/COUNTY-  VA/BATH
 GW1718  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1718
 GW1718                         *CURRENT SURVEY CONTROL
 GW1718  ___________________________________________________________________
 GW1718* NAD 83(1986)-  37 58 26.     (N)    079 50 58.     (W)     SCALED    
 GW1718* NAVD 88     -       744.33   (+/-2cm)    2442.0    (feet)  VERTCON   
 GW1718  ___________________________________________________________________
 GW1718  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1718
 GW1718  VERT ORDER  -  THIRD (See Below)
 GW1718
 GW1718.The horizontal coordinates were scaled from a topographic map and have
 GW1718.an estimated accuracy of +/- 6 seconds.
 GW1718
 GW1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1718.The vertical order pertains to the NGVD 29 superseded value.
 GW1718
 GW1718.The geoid height was determined by GEOID03.
 GW1718
 GW1718;                    North         East    Units  Estimated Accuracy
 GW1718;SPC VA N     - 2,034,970.    3,381,440.      MT  (+/- 180 meters Scaled)
 GW1718
 GW1718                          SUPERSEDED SURVEY CONTROL
 GW1718
 GW1718  NGVD 29 (??/??/??)  744.44   (m)         2442.4    (f) RESET       3  
 GW1718
 GW1718.Superseded values are not recommended for survey control.
 GW1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1718.See file dsdata.txt to determine how the superseded data were derived.
 GW1718
 GW1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC010035(NAD 83)
 GW1718_MARKER: DD = SURVEY DISK
 GW1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1718_STAMPING: A 100 RESET 1938
 GW1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1718+STABILITY: SURFACE MOTION
 GW1718
 GW1718  HISTORY     - Date     Condition        Report By
 GW1718  HISTORY     - 1938     MONUMENTED       VADH
 GW1718  HISTORY     - 1962     GOOD             NGS
 GW1718  HISTORY     - 1987     GOOD             LOCSUR
 GW1718
 GW1718                          STATION DESCRIPTION
 GW1718
 GW1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1718'AT HEALING SPRINGS.
 GW1718'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1718'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT 100 FEET
 GW1718'NORTHWEST OF THE SOUTHWEST CORNER OF ASHWOOD CHURCH, AT THE
 GW1718'NORTH EDGE OF HEALING SPRINGS, ABOUT 75 FEET SOUTHWEST OF THE
 GW1718'CENTER LINE OF SECONDARY STATE HIGHWAY 613, AND ABOUT 31 FEET
 GW1718'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 GW1718'STAMPED A 100 RESET 1938 AND SET IN THE TOP OF CONCRETE POST.
 GW1718'STATE HIGHWAY NUMBER IS NOW 685 AND THE MARK IS 4 FEET SOUTHEAST
 GW1718'OF A FENCE AND A STEEL WITNESS POST.
 GW1718
 GW1718                          STATION RECOVERY (1987)
 GW1718
 GW1718'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CRM)
 GW1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1507 ***********************************************************************
 HW1507  DESIGNATION -  A 101
 HW1507  PID         -  HW1507
 HW1507  STATE/COUNTY-  VA/ROCKINGHAM
 HW1507  USGS QUAD   -  BRANDYWINE (1979)
 HW1507
 HW1507                         *CURRENT SURVEY CONTROL
 HW1507  ___________________________________________________________________
 HW1507* NAD 83(1986)-  38 34 48.     (N)    079 08 09.     (W)     SCALED    
 HW1507* NAVD 88     -       820.302  (meters)    2691.27   (feet)  ADJUSTED  
 HW1507  ___________________________________________________________________
 HW1507  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 HW1507  DYNAMIC HT  -         819.657 (meters)    2689.16  (feet)  COMP
 HW1507  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 HW1507
 HW1507  VERT ORDER  -  SECOND    CLASS 0
 HW1507
 HW1507.The horizontal coordinates were scaled from a topographic map and have
 HW1507.an estimated accuracy of +/- 6 seconds.
 HW1507
 HW1507.The orthometric height was determined by differential leveling
 HW1507.and adjusted by the National Geodetic Survey in June 1991..
 HW1507
 HW1507.The geoid height was determined by GEOID03.
 HW1507
 HW1507.The dynamic height is computed by dividing the NAVD 88
 HW1507.geopotential number by the normal gravity value computed on the
 HW1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1507.degrees latitude (g = 980.6199 gals.).
 HW1507
 HW1507.The modeled gravity was interpolated from observed gravity values.
 HW1507
 HW1507;                    North         East    Units  Estimated Accuracy
 HW1507;SPC VA N     - 2,101,570.    3,444,600.      MT  (+/- 180 meters Scaled)
 HW1507
 HW1507                          SUPERSEDED SURVEY CONTROL
 HW1507
 HW1507  NGVD 29 (??/??/92)  820.392  (m)         2691.57   (f) ADJ UNCH    2 0
 HW1507
 HW1507.Superseded values are not recommended for survey control.
 HW1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1507.See file dsdata.txt to determine how the superseded data were derived.
 HW1507
 HW1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC623718(NAD 83)
 HW1507_MARKER: DB = BENCH MARK DISK
 HW1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1507_SP_SET: CULVERT
 HW1507_STAMPING: A 101 1935
 HW1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1507
 HW1507  HISTORY     - Date     Condition        Report By
 HW1507  HISTORY     - 1935     MONUMENTED       CGS
 HW1507  HISTORY     - 1962     GOOD             NGS
 HW1507
 HW1507                          STATION DESCRIPTION
 HW1507
 HW1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1507'13.8 MI NW FROM HINTON.
 HW1507'13.8 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE INTERSECTION
 HW1507'OF SECONDARY STATE HIGHWAY 752 AT HINTON, ROCKINGHAM COUNTY, 1.8
 HW1507'MILES FROM THE FOOT OF SHENANDOAH MOUNTAIN, ON THE EAST SIDE OF
 HW1507'THE MOUNTAIN, ON A GRADE ON THE INSIDE OF A LONG CURVE, 140
 HW1507'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT A CULVERT, AT
 HW1507'A CULVERT, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 HW1507'HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HW1507'NOTE-- THIS BENCH MARK IS ALSO 9.3 MILES SOUTHEAST OF THE POST
 HW1507'OFFICE AT BRANDYWINE, PENDLETON COUNTY, WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1066 ***********************************************************************
 HW1066  DESIGNATION -  A 102 RESET 1948
 HW1066  PID         -  HW1066
 HW1066  STATE/COUNTY-  VA/ROCKINGHAM
 HW1066  USGS QUAD   -  BRIDGEWATER (1989)
 HW1066
 HW1066                         *CURRENT SURVEY CONTROL
 HW1066  ___________________________________________________________________
 HW1066* NAD 83(1986)-  38 23 16.     (N)    078 58 10.     (W)     SCALED    
 HW1066* NAVD 88     -       363.11   (+/-2cm)    1191.3    (feet)  VERTCON   
 HW1066  ___________________________________________________________________
 HW1066  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HW1066
 HW1066  VERT ORDER  -  THIRD (See Below)
 HW1066
 HW1066.The horizontal coordinates were scaled from a topographic map and have
 HW1066.an estimated accuracy of +/- 6 seconds.
 HW1066
 HW1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1066.The vertical order pertains to the NGVD 29 superseded value.
 HW1066
 HW1066.The geoid height was determined by GEOID03.
 HW1066
 HW1066;                    North         East    Units  Estimated Accuracy
 HW1066;SPC VA N     - 2,080,150.    3,458,990.      MT  (+/- 180 meters Scaled)
 HW1066
 HW1066                          SUPERSEDED SURVEY CONTROL
 HW1066
 HW1066  NGVD 29 (03/21/06)  363.24   (m)         1191.7    (f) RESET       3  
 HW1066
 HW1066.Superseded values are not recommended for survey control.
 HW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1066.See file dsdata.txt to determine how the superseded data were derived.
 HW1066
 HW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC773507(NAD 83)
 HW1066_MARKER: DD = SURVEY DISK
 HW1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1066_STAMPING: A-102 1948
 HW1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1066+STABILITY: SURFACE MOTION
 HW1066
 HW1066  HISTORY     - Date     Condition        Report By
 HW1066  HISTORY     - 1948     MONUMENTED       VADH
 HW1066  HISTORY     - 1950     GOOD             NGS
 HW1066  HISTORY     - 1961     GOOD             VADH
 HW1066  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW1066
 HW1066                          STATION DESCRIPTION
 HW1066
 HW1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HW1066'0.9 MI N FROM BRIDGEWATER.
 HW1066'AT BRIDGEWATER, ROCKINGHAM COUNTY, ON STATE HIGHWAY 42, 0.9 MILE
 HW1066'NORTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY 737, 117 FEET
 HW1066'NORTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY 738, 31 FEET WEST
 HW1066'OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET EAST OF THE
 HW1066'NORTH CORNER OF A SERVICE STATION.  A STANDARD DISK, STAMPED A
 HW1066'102 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 HW1066
 HW1066                          STATION RECOVERY (1961)
 HW1066
 HW1066'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 HW1066'RECOVERED IN GOOD CONDITION.
 HW1066
 HW1066                          STATION RECOVERY (1998)
 HW1066
 HW1066'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1668 ***********************************************************************
 HW1668  DESIGNATION -  A 103
 HW1668  PID         -  HW1668
 HW1668  STATE/COUNTY-  VA/ROCKINGHAM
 HW1668  USGS QUAD   -  BRIERY BRANCH (1984)
 HW1668
 HW1668                         *CURRENT SURVEY CONTROL
 HW1668  ___________________________________________________________________
 HW1668* NAD 83(1986)-  38 26 50.     (N)    079 06 57.     (W)     SCALED    
 HW1668* NAVD 88     -       511.671  (meters)    1678.71   (feet)  ADJUSTED  
 HW1668  ___________________________________________________________________
 HW1668  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HW1668  DYNAMIC HT  -         511.283 (meters)    1677.43  (feet)  COMP
 HW1668  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HW1668
 HW1668  VERT ORDER  -  SECOND    CLASS 0
 HW1668
 HW1668.The horizontal coordinates were scaled from a topographic map and have
 HW1668.an estimated accuracy of +/- 6 seconds.
 HW1668
 HW1668.The orthometric height was determined by differential leveling
 HW1668.and adjusted by the National Geodetic Survey in June 1991..
 HW1668
 HW1668.The geoid height was determined by GEOID03.
 HW1668
 HW1668.The dynamic height is computed by dividing the NAVD 88
 HW1668.geopotential number by the normal gravity value computed on the
 HW1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1668.degrees latitude (g = 980.6199 gals.).
 HW1668
 HW1668.The modeled gravity was interpolated from observed gravity values.
 HW1668
 HW1668;                    North         East    Units  Estimated Accuracy
 HW1668;SPC VA N     - 2,086,820.    3,446,240.      MT  (+/- 180 meters Scaled)
 HW1668
 HW1668                          SUPERSEDED SURVEY CONTROL
 HW1668
 HW1668  NGVD 29 (??/??/92)  511.78   (m)         1679.1    (f) COMPUTED    2 0
 HW1668
 HW1668.Superseded values are not recommended for survey control.
 HW1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1668.See file dsdata.txt to determine how the superseded data were derived.
 HW1668
 HW1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC644571(NAD 83)
 HW1668_MARKER: DB = BENCH MARK DISK
 HW1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1668_SP_SET: PIER
 HW1668_STAMPING: A 103 1935
 HW1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1668
 HW1668  HISTORY     - Date     Condition        Report By
 HW1668  HISTORY     - 1935     MONUMENTED       CGS
 HW1668  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1668
 HW1668                          STATION DESCRIPTION
 HW1668
 HW1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1668'2.8 MI W FROM BRIERY BRANCH.
 HW1668'ALONG ROAD 257, 300 FEET SOUTH OF A SIDE ROAD TO THE WEST, IN
 HW1668'THE NORTHWEST PIER TO A STEEL BRIDGE OVER SOUTH BRANCH.
 HW1668
 HW1668                          STATION RECOVERY (1967)
 HW1668
 HW1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1635 ***********************************************************************
 HW1635  DESIGNATION -  A 104
 HW1635  PID         -  HW1635
 HW1635  STATE/COUNTY-  VA/AUGUSTA
 HW1635  USGS QUAD   -  WEST AUGUSTA (1981)
 HW1635
 HW1635                         *CURRENT SURVEY CONTROL
 HW1635  ___________________________________________________________________
 HW1635* NAD 83(1986)-  38 20 59.     (N)    079 15 14.     (W)     SCALED    
 HW1635* NAVD 88     -       664.765  (meters)    2180.98   (feet)  ADJUSTED  
 HW1635  ___________________________________________________________________
 HW1635  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HW1635  DYNAMIC HT  -         664.239 (meters)    2179.26  (feet)  COMP
 HW1635  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 HW1635
 HW1635  VERT ORDER  -  SECOND    CLASS 0
 HW1635
 HW1635.The horizontal coordinates were scaled from a topographic map and have
 HW1635.an estimated accuracy of +/- 6 seconds.
 HW1635
 HW1635.The orthometric height was determined by differential leveling
 HW1635.and adjusted by the National Geodetic Survey in June 1991..
 HW1635
 HW1635.The geoid height was determined by GEOID03.
 HW1635
 HW1635.The dynamic height is computed by dividing the NAVD 88
 HW1635.geopotential number by the normal gravity value computed on the
 HW1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1635.degrees latitude (g = 980.6199 gals.).
 HW1635
 HW1635.The modeled gravity was interpolated from observed gravity values.
 HW1635
 HW1635;                    North         East    Units  Estimated Accuracy
 HW1635;SPC VA N     - 2,076,090.    3,434,100.      MT  (+/- 180 meters Scaled)
 HW1635
 HW1635                          SUPERSEDED SURVEY CONTROL
 HW1635
 HW1635  NGVD 29 (??/??/92)  664.861  (m)         2181.30   (f) ADJ UNCH    2 0
 HW1635
 HW1635.Superseded values are not recommended for survey control.
 HW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1635.See file dsdata.txt to determine how the superseded data were derived.
 HW1635
 HW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC525460(NAD 83)
 HW1635_MARKER: DB = BENCH MARK DISK
 HW1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1635_STAMPING: A 104 1935
 HW1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1635+STABILITY: SURFACE MOTION
 HW1635
 HW1635  HISTORY     - Date     Condition        Report By
 HW1635  HISTORY     - 1935     MONUMENTED       CGS
 HW1635
 HW1635                          STATION DESCRIPTION
 HW1635
 HW1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1635'1 MI NW FROM STOKESVILLE.
 HW1635'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1635'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1635'COUNTY, THENCE 6.4 MILES SOUTHWEST AND 1.3 MILES NORTHWEST ALONG
 HW1635'A FOREST SERVICE ROAD, 1.0 MILE SOUTHEAST OF THE JUNCTION OF A
 HW1635'ROAD LEADING EAST, 45 FEET FROM QUARTER-SECTION CORNER 158, ON
 HW1635'THE OUTSIDE OF A CURVE IN THE ROAD, AND 42 FEET SOUTHWEST OF THE
 HW1635'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 104 1935 AND
 HW1635'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 HW1635'1935 THAT PINE TREES IN THE VICINITY WERE BLAZED AND PAINTED
 HW1635'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1707 ***********************************************************************
 HW1707  DESIGNATION -  A 105
 HW1707  PID         -  HW1707
 HW1707  STATE/COUNTY-  VA/AUGUSTA
 HW1707  USGS QUAD   -  STOKESVILLE (1967)
 HW1707
 HW1707                         *CURRENT SURVEY CONTROL
 HW1707  ___________________________________________________________________
 HW1707* NAD 83(1986)-  38 17 19.     (N)    079 07 50.     (W)     SCALED    
 HW1707* NAVD 88     -       459.558  (meters)    1507.73   (feet)  ADJUSTED  
 HW1707  ___________________________________________________________________
 HW1707  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HW1707  DYNAMIC HT  -         459.208 (meters)    1506.58  (feet)  COMP
 HW1707  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 HW1707
 HW1707  VERT ORDER  -  SECOND    CLASS 0
 HW1707
 HW1707.The horizontal coordinates were scaled from a topographic map and have
 HW1707.an estimated accuracy of +/- 6 seconds.
 HW1707
 HW1707.The orthometric height was determined by differential leveling
 HW1707.and adjusted by the National Geodetic Survey in June 1991..
 HW1707
 HW1707.The geoid height was determined by GEOID03.
 HW1707
 HW1707.The dynamic height is computed by dividing the NAVD 88
 HW1707.geopotential number by the normal gravity value computed on the
 HW1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1707.degrees latitude (g = 980.6199 gals.).
 HW1707
 HW1707.The modeled gravity was interpolated from observed gravity values.
 HW1707
 HW1707;                    North         East    Units  Estimated Accuracy
 HW1707;SPC VA N     - 2,069,220.    3,444,840.      MT  (+/- 180 meters Scaled)
 HW1707
 HW1707                          SUPERSEDED SURVEY CONTROL
 HW1707
 HW1707  NGVD 29 (??/??/92)  459.671  (m)         1508.10   (f) ADJ UNCH    2 0
 HW1707
 HW1707.Superseded values are not recommended for survey control.
 HW1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1707.See file dsdata.txt to determine how the superseded data were derived.
 HW1707
 HW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC634394(NAD 83)
 HW1707_MARKER: DB = BENCH MARK DISK
 HW1707_SETTING: 66 = SET IN ROCK OUTCROP
 HW1707_SP_SET: ROCK OUTCROP
 HW1707_STAMPING: A 105 1935
 HW1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1707+STABILITY: POSITION/ELEVATION WELL
 HW1707
 HW1707  HISTORY     - Date     Condition        Report By
 HW1707  HISTORY     - 1935     MONUMENTED       CGS
 HW1707
 HW1707                          STATION DESCRIPTION
 HW1707
 HW1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1707'0.9 MI SW FROM PARNASSUS.
 HW1707'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 HW1707'SECONDARY STATE HIGHWAY 739 AT PARNASSUS, AUGUSTA COUNTY, 0.5
 HW1707'MILE SOUTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 760
 HW1707'LEADING NORTHWEST, 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 HW1707'SECONDARY STATE HIGHWAY 837 LEADING WEST, AT THE TOP OF A SMALL
 HW1707'RISE IN THE HIGHWAY, IN A PASTURE, 22 FEET EAST OF THE CENTERLINE
 HW1707'OF THE HIGHWAY, 10 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 HW1707'IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0484 ***********************************************************************
 HW0484  DESIGNATION -  A 106
 HW0484  PID         -  HW0484
 HW0484  STATE/COUNTY-  VA/ALBEMARLE
 HW0484  USGS QUAD   -  EARLYSVILLE (1984)
 HW0484
 HW0484                         *CURRENT SURVEY CONTROL
 HW0484  ___________________________________________________________________
 HW0484* NAD 83(1986)-  38 08 09.     (N)    078 23 33.     (W)     SCALED    
 HW0484* NAVD 88     -       112.199  (meters)     368.11   (feet)  ADJUSTED  
 HW0484  ___________________________________________________________________
 HW0484  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0484  DYNAMIC HT  -         112.120 (meters)     367.85  (feet)  COMP
 HW0484  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 HW0484
 HW0484  VERT ORDER  -  SECOND    CLASS 0
 HW0484
 HW0484.The horizontal coordinates were scaled from a topographic map and have
 HW0484.an estimated accuracy of +/- 6 seconds.
 HW0484
 HW0484.The orthometric height was determined by differential leveling
 HW0484.and adjusted by the National Geodetic Survey in June 1991..
 HW0484
 HW0484.The geoid height was determined by GEOID03.
 HW0484
 HW0484.The dynamic height is computed by dividing the NAVD 88
 HW0484.geopotential number by the normal gravity value computed on the
 HW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0484.degrees latitude (g = 980.6199 gals.).
 HW0484
 HW0484.The modeled gravity was interpolated from observed gravity values.
 HW0484
 HW0484;                    North         East    Units  Estimated Accuracy
 HW0484;SPC VA S     - 1,200,050.    3,509,430.      MT  (+/- 180 meters Scaled)
 HW0484
 HW0484                          SUPERSEDED SURVEY CONTROL
 HW0484
 HW0484  NGVD 29 (??/??/92)  112.438  (m)          368.89   (f) ADJ UNCH    2 0
 HW0484
 HW0484.Superseded values are not recommended for survey control.
 HW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0484.See file dsdata.txt to determine how the superseded data were derived.
 HW0484
 HW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC285240(NAD 83)
 HW0484_MARKER: DB = BENCH MARK DISK
 HW0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0484_SP_SET: ABUTMENT
 HW0484_STAMPING: A 106 1935
 HW0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0484
 HW0484  HISTORY     - Date     Condition        Report By
 HW0484  HISTORY     - 1935     MONUMENTED       CGS
 HW0484  HISTORY     - 1963     GOOD             NGS
 HW0484
 HW0484                          STATION DESCRIPTION
 HW0484
 HW0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0484'AT WATTS.
 HW0484'AT WATTS, ALBEMARLE COUNTY, ON THE SOUTHERN RAILWAY, 100 FEET
 HW0484'SOUTH OF MILEPOST 103, AT THE UNDERPASS OF SECONDARY STATE
 HW0484'HIGHWAY 600, AND IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT.
 HW0484'A STANDARD DISK, STAMPED A 106 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0155 ***********************************************************************
 GW0155  DESIGNATION -  A 107
 GW0155  PID         -  GW0155
 GW0155  STATE/COUNTY-  VA/ALBEMARLE
 GW0155  USGS QUAD   -  SIMEON (1974)
 GW0155
 GW0155                         *CURRENT SURVEY CONTROL
 GW0155  ___________________________________________________________________
 GW0155* NAD 83(1986)-  37 55 06.     (N)    078 24 01.     (W)     SCALED    
 GW0155* NAVD 88     -       175.830  (meters)     576.87   (feet)  ADJUSTED  
 GW0155  ___________________________________________________________________
 GW0155  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0155  DYNAMIC HT  -         175.708 (meters)     576.47  (feet)  COMP
 GW0155  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 GW0155
 GW0155  VERT ORDER  -  SECOND    CLASS 0
 GW0155
 GW0155.The horizontal coordinates were scaled from a topographic map and have
 GW0155.an estimated accuracy of +/- 6 seconds.
 GW0155
 GW0155.The orthometric height was determined by differential leveling
 GW0155.and adjusted by the National Geodetic Survey in June 1991..
 GW0155
 GW0155.The geoid height was determined by GEOID03.
 GW0155
 GW0155.The dynamic height is computed by dividing the NAVD 88
 GW0155.geopotential number by the normal gravity value computed on the
 GW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0155.degrees latitude (g = 980.6199 gals.).
 GW0155
 GW0155.The modeled gravity was interpolated from observed gravity values.
 GW0155
 GW0155;                    North         East    Units  Estimated Accuracy
 GW0155;SPC VA S     - 1,175,910.    3,508,770.      MT  (+/- 180 meters Scaled)
 GW0155
 GW0155                          SUPERSEDED SURVEY CONTROL
 GW0155
 GW0155  NGVD 29 (??/??/92)  176.087  (m)          577.71   (f) ADJ UNCH    2 0
 GW0155
 GW0155.Superseded values are not recommended for survey control.
 GW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0155.See file dsdata.txt to determine how the superseded data were derived.
 GW0155
 GW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB285999(NAD 83)
 GW0155_MARKER: DB = BENCH MARK DISK
 GW0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0155_STAMPING: A 107 1935
 GW0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0155+STABILITY: SURFACE MOTION
 GW0155
 GW0155  HISTORY     - Date     Condition        Report By
 GW0155  HISTORY     - 1935     MONUMENTED       CGS
 GW0155  HISTORY     - 1963     GOOD             NGS
 GW0155
 GW0155                          STATION DESCRIPTION
 GW0155
 GW0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0155'2.6 MI N FROM WOODRIDGE.
 GW0155'2.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY 618 FROM THE ROAD
 GW0155'INTERSECTION AT WOODRIDGE, ALBEMARLE COUNTY, AT THE JUNCTION OF
 GW0155'SECONDARY STATE HIGHWAY 729, 75 FEET SOUTH OF THE CENTER OF THE
 GW0155'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF A SMALL ROAD
 GW0155'LEADING EAST, AND 15 FEET EAST OF THE CENTERLINE OF SECONDARY
 GW0155'STATE HIGHWAY 729.  A STANDARD DISK, STAMPED A 107 1935 AND
 GW0155'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1325 ***********************************************************************
 GX1325  DESIGNATION -  A 108
 GX1325  PID         -  GX1325
 GX1325  STATE/COUNTY-  VA/TAZEWELL
 GX1325  USGS QUAD   -  BRAMWELL (1979)
 GX1325
 GX1325                         *CURRENT SURVEY CONTROL
 GX1325  ___________________________________________________________________
 GX1325* NAD 83(1986)-  37 16 31.     (N)    081 18 35.     (W)     SCALED    
 GX1325* NAVD 88     -       709.854  (meters)    2328.91   (feet)  ADJUSTED  
 GX1325  ___________________________________________________________________
 GX1325  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX1325  DYNAMIC HT  -         709.224 (meters)    2326.85  (feet)  COMP
 GX1325  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 GX1325
 GX1325  VERT ORDER  -  SECOND    CLASS 0
 GX1325
 GX1325.The horizontal coordinates were scaled from a topographic map and have
 GX1325.an estimated accuracy of +/- 6 seconds.
 GX1325
 GX1325.The orthometric height was determined by differential leveling
 GX1325.and adjusted by the National Geodetic Survey in June 1991..
 GX1325
 GX1325.The geoid height was determined by GEOID03.
 GX1325
 GX1325.The dynamic height is computed by dividing the NAVD 88
 GX1325.geopotential number by the normal gravity value computed on the
 GX1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1325.degrees latitude (g = 980.6199 gals.).
 GX1325
 GX1325.The modeled gravity was interpolated from observed gravity values.
 GX1325
 GX1325;                    North         East    Units  Estimated Accuracy
 GX1325;SPC VA S     - 1,108,240.    3,250,860.      MT  (+/- 180 meters Scaled)
 GX1325
 GX1325                          SUPERSEDED SURVEY CONTROL
 GX1325
 GX1325  NGVD 29 (??/??/92)  709.964  (m)         2329.27   (f) ADJ UNCH    2 0
 GX1325
 GX1325.Superseded values are not recommended for survey control.
 GX1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1325.See file dsdata.txt to determine how the superseded data were derived.
 GX1325
 GX1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB725254(NAD 83)
 GX1325_MARKER: DB = BENCH MARK DISK
 GX1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1325_SP_SET: BRIDGE
 GX1325_STAMPING: A 108 1935
 GX1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1325
 GX1325  HISTORY     - Date     Condition        Report By
 GX1325  HISTORY     - 1935     MONUMENTED       CGS
 GX1325  HISTORY     - 1958     POOR             USGS
 GX1325
 GX1325                          STATION DESCRIPTION
 GX1325
 GX1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX1325'AT FALLS MILLS.
 GX1325'AT FALLS MILLS, TAZEWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1325'RAILWAY, ABOUT 350 FEET SOUTH OF THE STATION, AT BRIDGE 842
 GX1325'OVER BLUESTONE RIVER, IN THE TOP OF THE SECOND STEP OF THE SOUTH
 GX1325'BACK WALL, 11 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET BELOW
 GX1325'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED A 108 1935.
 GX1325
 GX1325                          STATION RECOVERY (1958)
 GX1325
 GX1325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GX1325'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0603 ***********************************************************************
 GY0603  DESIGNATION -  A 109
 GY0603  PID         -  GY0603
 GY0603  STATE/COUNTY-  VA/DICKENSON
 GY0603  USGS QUAD   -  NORA (1976)
 GY0603
 GY0603                         *CURRENT SURVEY CONTROL
 GY0603  ___________________________________________________________________
 GY0603* NAD 83(1986)-  37 00 47.     (N)    082 17 43.     (W)     SCALED    
 GY0603* NAVD 88     -       544.977  (meters)    1787.98   (feet)  ADJUSTED  
 GY0603  ___________________________________________________________________
 GY0603  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY0603  DYNAMIC HT  -         544.493 (meters)    1786.39  (feet)  COMP
 GY0603  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GY0603
 GY0603  VERT ORDER  -  SECOND    CLASS 0
 GY0603
 GY0603.The horizontal coordinates were scaled from a topographic map and have
 GY0603.an estimated accuracy of +/- 6 seconds.
 GY0603
 GY0603.The orthometric height was determined by differential leveling
 GY0603.and adjusted by the National Geodetic Survey in June 1991..
 GY0603
 GY0603.The geoid height was determined by GEOID03.
 GY0603
 GY0603.The dynamic height is computed by dividing the NAVD 88
 GY0603.geopotential number by the normal gravity value computed on the
 GY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0603.degrees latitude (g = 980.6199 gals.).
 GY0603
 GY0603.The modeled gravity was interpolated from observed gravity values.
 GY0603
 GY0603;                    North         East    Units  Estimated Accuracy
 GY0603;SPC VA S     - 1,082,220.    3,162,340.      MT  (+/- 180 meters Scaled)
 GY0603
 GY0603                          SUPERSEDED SURVEY CONTROL
 GY0603
 GY0603  NGVD 29 (??/??/92)  545.116  (m)         1788.43   (f) ADJ UNCH    2 0
 GY0603
 GY0603.Superseded values are not recommended for survey control.
 GY0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0603.See file dsdata.txt to determine how the superseded data were derived.
 GY0603
 GY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA847971(NAD 83)
 GY0603_MARKER: DB = BENCH MARK DISK
 GY0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0603_STAMPING: A 109 1935
 GY0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0603+STABILITY: SURFACE MOTION
 GY0603
 GY0603  HISTORY     - Date     Condition        Report By
 GY0603  HISTORY     - 1935     MONUMENTED       CGS
 GY0603  HISTORY     - 1958     GOOD             NGS
 GY0603
 GY0603                          STATION DESCRIPTION
 GY0603
 GY0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0603'AT TRAMMEL.
 GY0603'AT TRAMMEL, ALONG THE CLINCHFIELD RAILROAD, AT A GRADED ROAD
 GY0603'CROSSING, 0.2 MILE SOUTHEAST OF MILEPOST 32, 18 1/2 FEET WEST
 GY0603'OF THE WEST RAIL OF THE MAIN TRACK, 57 FEET NORTH-NORTHWEST OF
 GY0603'THE CENTER LINE OF THE CROSSING OF THE ROAD AND THE MAIN TRACK,
 GY0603'13 FEET EAST-NORTHEAST OF TELEPHONE POLE 422, 41 1/2 FEET
 GY0603'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL GARAGE WITH METAL
 GY0603'SIDINGS, 2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 GY0603'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 10 INCHES BELOW
 GY0603'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0084 ***********************************************************************
 GW0084  DESIGNATION -  A 111
 GW0084  PID         -  GW0084
 GW0084  STATE/COUNTY-  VA/FLUVANNA
 GW0084  USGS QUAD   -  COLUMBIA (1979)
 GW0084
 GW0084                         *CURRENT SURVEY CONTROL
 GW0084  ___________________________________________________________________
 GW0084* NAD 83(1986)-  37 50 57.     (N)    078 12 04.     (W)     SCALED    
 GW0084* NAVD 88     -       122.946  (meters)     403.37   (feet)  ADJUSTED  
 GW0084  ___________________________________________________________________
 GW0084  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW0084  DYNAMIC HT  -         122.862 (meters)     403.09  (feet)  COMP
 GW0084  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 GW0084
 GW0084  VERT ORDER  -  SECOND    CLASS 0
 GW0084
 GW0084.The horizontal coordinates were scaled from a topographic map and have
 GW0084.an estimated accuracy of +/- 6 seconds.
 GW0084
 GW0084.The orthometric height was determined by differential leveling
 GW0084.and adjusted by the National Geodetic Survey in June 1991..
 GW0084
 GW0084.The geoid height was determined by GEOID03.
 GW0084
 GW0084.The dynamic height is computed by dividing the NAVD 88
 GW0084.geopotential number by the normal gravity value computed on the
 GW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0084.degrees latitude (g = 980.6199 gals.).
 GW0084
 GW0084.The modeled gravity was interpolated from observed gravity values.
 GW0084
 GW0084;                    North         East    Units  Estimated Accuracy
 GW0084;SPC VA S     - 1,168,270.    3,526,310.      MT  (+/- 180 meters Scaled)
 GW0084
 GW0084                          SUPERSEDED SURVEY CONTROL
 GW0084
 GW0084  NGVD 29 (??/??/92)  123.211  (m)          404.23   (f) ADJ UNCH    2 0
 GW0084
 GW0084.Superseded values are not recommended for survey control.
 GW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0084.See file dsdata.txt to determine how the superseded data were derived.
 GW0084
 GW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB462927(NAD 83)
 GW0084_MARKER: DB = BENCH MARK DISK
 GW0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0084_STAMPING: A 111 1935
 GW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0084+STABILITY: SURFACE MOTION
 GW0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0084+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW0084
 GW0084  HISTORY     - Date     Condition        Report By
 GW0084  HISTORY     - 1935     MONUMENTED       CGS
 GW0084  HISTORY     - 1958     MARK NOT FOUND   USGS
 GW0084  HISTORY     - 1962     GOOD             NGS
 GW0084  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0084  HISTORY     - 20031011 GOOD             USPSQD
 GW0084  HISTORY     - 20060309 GOOD             USPSQD
 GW0084
 GW0084                          STATION DESCRIPTION
 GW0084
 GW0084'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 GW0084'AT WILMINGTON.
 GW0084'AT WILMINGTON, FLUVANNA COUNTY, ON SECONDARY STATE HIGHWAY 601,
 GW0084'ABOUT 200 FEET SOUTHEAST OF THE POST OFFICE, 60 YARDS SOUTHEAST
 GW0084'OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 608, 70 FEET SOUTH
 GW0084'OF THE SOUTH CORNER OF A 2-STORY BRICK HOUSE, AND 20 FEET SOUTHWEST
 GW0084'OF THE CENTERLINE OF HIGHWAY 608.  A STANDARD DISK, STAMPED A 111
 GW0084'1935 AND SET IN THE TOP OF A CONCRETE POST.
 GW0084
 GW0084                          STATION RECOVERY (1962)
 GW0084
 GW0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0084'RECOVERED IN GOOD CONDITION.
 GW0084
 GW0084                          STATION RECOVERY (1998)
 GW0084
 GW0084'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0084'MARK NOT FOUND.
 GW0084
 GW0084                          STATION RECOVERY (2003)
 GW0084
 GW0084'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW0084'ADD TO DESCRIPTION 18 FT FROM CENTERLINE OF HIGHWAY NOW
 GW0084
 GW0084                          STATION RECOVERY (2006)
 GW0084
 GW0084'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0097 ***********************************************************************
 GW0097  DESIGNATION -  A 112
 GW0097  PID         -  GW0097
 GW0097  STATE/COUNTY-  VA/GOOCHLAND
 GW0097  USGS QUAD   -  CARTERSVILLE (1979)
 GW0097
 GW0097                         *CURRENT SURVEY CONTROL
 GW0097  ___________________________________________________________________
 GW0097* NAD 83(1986)-  37 44 09.     (N)    078 03 10.     (W)     SCALED    
 GW0097* NAVD 88     -       101.763  (meters)     333.87   (feet)  ADJUSTED  
 GW0097  ___________________________________________________________________
 GW0097  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0097  DYNAMIC HT  -         101.694 (meters)     333.64  (feet)  COMP
 GW0097  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GW0097
 GW0097  VERT ORDER  -  FIRST     CLASS II
 GW0097
 GW0097.The horizontal coordinates were scaled from a topographic map and have
 GW0097.an estimated accuracy of +/- 6 seconds.
 GW0097
 GW0097.The orthometric height was determined by differential leveling
 GW0097.and adjusted by the National Geodetic Survey in June 1991..
 GW0097
 GW0097.The geoid height was determined by GEOID03.
 GW0097
 GW0097.The dynamic height is computed by dividing the NAVD 88
 GW0097.geopotential number by the normal gravity value computed on the
 GW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0097.degrees latitude (g = 980.6199 gals.).
 GW0097
 GW0097.The modeled gravity was interpolated from observed gravity values.
 GW0097
 GW0097;                    North         East    Units  Estimated Accuracy
 GW0097;SPC VA S     - 1,155,740.    3,539,420.      MT  (+/- 180 meters Scaled)
 GW0097
 GW0097                          SUPERSEDED SURVEY CONTROL
 GW0097
 GW0097  NGVD 29 (??/??/92)  102.040  (m)          334.78   (f) ADJ UNCH    1 2
 GW0097
 GW0097.Superseded values are not recommended for survey control.
 GW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0097.See file dsdata.txt to determine how the superseded data were derived.
 GW0097
 GW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB597805(NAD 83)
 GW0097_MARKER: DB = BENCH MARK DISK
 GW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0097_STAMPING: A 112 1935
 GW0097_MARK LOGO: CGS   
 GW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0097+STABILITY: SURFACE MOTION
 GW0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0097+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW0097
 GW0097  HISTORY     - Date     Condition        Report By
 GW0097  HISTORY     - 1935     MONUMENTED       CGS
 GW0097  HISTORY     - 1962     GOOD             NGS
 GW0097  HISTORY     - 1983     GOOD             NGS
 GW0097  HISTORY     - 1983     GOOD             NGS
 GW0097  HISTORY     - 19980225 GOOD             USPSQD
 GW0097  HISTORY     - 20060311 GOOD             USPSQD
 GW0097
 GW0097                          STATION DESCRIPTION
 GW0097
 GW0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0097'AT GEORGES TAVERN.
 GW0097'AT GEORGES TAVERN, GOOCHLAND COUNTY, ON STATE HIGHWAY 6, 0.1
 GW0097'MILE EAST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 606, AT
 GW0097'THE JUNCTION OF A ROAD LEADING NORTH, 36 FEET NORTH OF THE
 GW0097'CENTERLINE OF THE HIGHWAY, AND 27 FEET WEST OF THE CENTERLINE
 GW0097'OF THE ROAD.  A STANDARD DISK, STAMPED A 112 1935 AND SET IN THE
 GW0097'TOP OF A CONCRETE POST.  NOTE-- WITNESS POST SET 1 FOOT N. OF MARK.
 GW0097
 GW0097                          STATION RECOVERY (1962)
 GW0097
 GW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0097'RECOVERED IN GOOD CONDITION.
 GW0097
 GW0097                          STATION RECOVERY (1983)
 GW0097
 GW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0097'RECOVERED IN GOOD CONDITION.
 GW0097
 GW0097                          STATION RECOVERY (1983)
 GW0097
 GW0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0097'RECOVERED IN GOOD CONDITION.
 GW0097
 GW0097                          STATION RECOVERY (1998)
 GW0097
 GW0097'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0097'RECOVERED IN GOOD CONDITION.
 GW0097
 GW0097                          STATION RECOVERY (2006)
 GW0097
 GW0097'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3350 ***********************************************************************
 HV3350  DESIGNATION -  A 113
 HV3350  PID         -  HV3350
 HV3350  STATE/COUNTY-  VA/LOUISA
 HV3350  USGS QUAD   -  MINERAL (1981)
 HV3350
 HV3350                         *CURRENT SURVEY CONTROL
 HV3350  ___________________________________________________________________
 HV3350* NAD 83(1986)-  38 06 24.     (N)    077 59 56.     (W)     SCALED    
 HV3350* NAVD 88     -       113.086  (meters)     371.02   (feet)  ADJUSTED  
 HV3350  ___________________________________________________________________
 HV3350  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3350  DYNAMIC HT  -         113.012 (meters)     370.77  (feet)  COMP
 HV3350  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 HV3350
 HV3350  VERT ORDER  -  SECOND    CLASS 0
 HV3350
 HV3350.The horizontal coordinates were scaled from a topographic map and have
 HV3350.an estimated accuracy of +/- 6 seconds.
 HV3350
 HV3350.The orthometric height was determined by differential leveling
 HV3350.and adjusted by the National Geodetic Survey in June 1991..
 HV3350
 HV3350.The geoid height was determined by GEOID03.
 HV3350
 HV3350.The dynamic height is computed by dividing the NAVD 88
 HV3350.geopotential number by the normal gravity value computed on the
 HV3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3350.degrees latitude (g = 980.6199 gals.).
 HV3350
 HV3350.The modeled gravity was interpolated from observed gravity values.
 HV3350
 HV3350;                    North         East    Units  Estimated Accuracy
 HV3350;SPC VA S     - 1,196,920.    3,543,950.      MT  (+/- 180 meters Scaled)
 HV3350
 HV3350                          SUPERSEDED SURVEY CONTROL
 HV3350
 HV3350  NGVD 29 (??/??/??)  113.332  (m)          371.82   (f) ADJUSTED    2 0
 HV3350
 HV3350.Superseded values are not recommended for survey control.
 HV3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3350.See file dsdata.txt to determine how the superseded data were derived.
 HV3350
 HV3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH370218(NAD 83)
 HV3350_MARKER: DB = BENCH MARK DISK
 HV3350_SETTING: 80 = SET IN A BOULDER
 HV3350_SP_SET: BOULDER
 HV3350_STAMPING: A 113 1935
 HV3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3350+STABILITY: SURFACE MOTION
 HV3350
 HV3350  HISTORY     - Date     Condition        Report By
 HV3350  HISTORY     - 1935     MONUMENTED       CGS
 HV3350  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV3350  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3350
 HV3350                          STATION DESCRIPTION
 HV3350
 HV3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3350'0.5 MI N FROM ELLISVILLE.
 HV3350'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWY 16 FROM A STORE AT
 HV3350'ELLISVILLE, LOUISA COUNTY, 15 FEET EAST OF THE CENTER LINE OF
 HV3350'THE HIGHWAY, 12 FEET SOUTHWEST OF A PINE TREE, AND IN THE TOP OF
 HV3350'A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 113 1935. RESET.
 HV3350
 HV3350                          STATION RECOVERY (1998)
 HV3350
 HV3350'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3350'MARK NOT FOUND.
 HV3350
 HV3350                          STATION RECOVERY (2002)
 HV3350
 HV3350'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3351 ***********************************************************************
 HV3351  DESIGNATION -  A 113 RESET 1952
 HV3351  PID         -  HV3351
 HV3351  STATE/COUNTY-  VA/LOUISA
 HV3351  USGS QUAD   -  MINERAL (1981)
 HV3351
 HV3351                         *CURRENT SURVEY CONTROL
 HV3351  ___________________________________________________________________
 HV3351* NAD 83(1986)-  38 06 24.     (N)    077 59 56.     (W)     SCALED    
 HV3351* NAVD 88     -       113.63   (meters)     372.8    (feet)  RESET     
 HV3351  ___________________________________________________________________
 HV3351  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3351
 HV3351  VERT ORDER  -  THIRD
 HV3351
 HV3351.The horizontal coordinates were scaled from a topographic map and have
 HV3351.an estimated accuracy of +/- 6 seconds.
 HV3351
 HV3351.The orthometric height was computed from unverified reset data.
 HV3351.No vertical observational check was made to the station.
 HV3351
 HV3351.The geoid height was determined by GEOID03.
 HV3351
 HV3351;                    North         East    Units  Estimated Accuracy
 HV3351;SPC VA S     - 1,196,920.    3,543,950.      MT  (+/- 180 meters Scaled)
 HV3351
 HV3351                          SUPERSEDED SURVEY CONTROL
 HV3351
 HV3351  NGVD 29 (??/??/??)  113.87   (m)          373.6    (f) RESET       3  
 HV3351
 HV3351.Superseded values are not recommended for survey control.
 HV3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3351.See file dsdata.txt to determine how the superseded data were derived.
 HV3351
 HV3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH370218(NAD 83)
 HV3351_MARKER: DB = BENCH MARK DISK
 HV3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3351_STAMPING: A 113 RESET 1952
 HV3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3351+STABILITY: SURFACE MOTION
 HV3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3351+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 HV3351
 HV3351  HISTORY     - Date     Condition        Report By
 HV3351  HISTORY     - 1952     MONUMENTED       CGS
 HV3351  HISTORY     - 1962     GOOD             CGS
 HV3351  HISTORY     - 19910402 GOOD             USPSQD
 HV3351  HISTORY     - 19980307 GOOD             USPSQD
 HV3351  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3351  HISTORY     - 20060327 GOOD             USPSQD
 HV3351
 HV3351                          STATION DESCRIPTION
 HV3351
 HV3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3351'0.7 MI N FROM ELLISVILLE.
 HV3351'0.7 MILE NORTH ALONG STATE SECONDARY HWY. 669 FROM A STORE AT
 HV3351'ELLISVILLE, LOUISA COUNTY, AND 19 FEET EAST OF THE CENTERLINE
 HV3351'OF THE HIGHWAY.  A STANDARD DISK STAMPED, A 113 RESET 1952 AND
 HV3351'SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION IS A FEW
 HV3351'FEET SOUTH OF THE POINT WHERE A 113 WAS LOCATED.  STATION IS A
 HV3351'STANDARD DISK SET IN AN 18 X 18 INCH CONCRETE BLOCK WHICH PROJECTS
 HV3351'ABOUT 3 INCHES.
 HV3351
 HV3351                          STATION RECOVERY (1991)
 HV3351
 HV3351'RECOVERY NOTE BY US POWER SQUADRON 1991 (DKC)
 HV3351'RECOVERED IN GOOD CONDITION.
 HV3351
 HV3351                          STATION RECOVERY (1998)
 HV3351
 HV3351'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3351'RECOVERED IN GOOD CONDITION.
 HV3351
 HV3351                          STATION RECOVERY (2002)
 HV3351
 HV3351'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3351'MARK NOT FOUND.
 HV3351
 HV3351                          STATION RECOVERY (2006)
 HV3351
 HV3351'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HV3351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3264 ***********************************************************************
 HV3264  DESIGNATION -  A 114
 HV3264  PID         -  HV3264
 HV3264  STATE/COUNTY-  VA/ORANGE
 HV3264  USGS QUAD   -  MINE RUN (1981)
 HV3264
 HV3264                         *CURRENT SURVEY CONTROL
 HV3264  ___________________________________________________________________
 HV3264* NAD 83(1986)-  38 21 57.     (N)    077 49 18.     (W)     SCALED    
 HV3264* NAVD 88     -       112.162  (meters)     367.98   (feet)  ADJUSTED  
 HV3264  ___________________________________________________________________
 HV3264  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3264  DYNAMIC HT  -         112.094 (meters)     367.76  (feet)  COMP
 HV3264  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 HV3264
 HV3264  VERT ORDER  -  SECOND    CLASS 0
 HV3264
 HV3264.The horizontal coordinates were scaled from a topographic map and have
 HV3264.an estimated accuracy of +/- 6 seconds.
 HV3264
 HV3264.The orthometric height was determined by differential leveling
 HV3264.and adjusted by the National Geodetic Survey in June 1991..
 HV3264
 HV3264.The geoid height was determined by GEOID03.
 HV3264
 HV3264.The dynamic height is computed by dividing the NAVD 88
 HV3264.geopotential number by the normal gravity value computed on the
 HV3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3264.degrees latitude (g = 980.6199 gals.).
 HV3264
 HV3264.The modeled gravity was interpolated from observed gravity values.
 HV3264
 HV3264;                    North         East    Units  Estimated Accuracy
 HV3264;SPC VA N     - 2,077,830.    3,559,280.      MT  (+/- 180 meters Scaled)
 HV3264
 HV3264                          SUPERSEDED SURVEY CONTROL
 HV3264
 HV3264  NGVD 29 (??/??/??)  112.420  (m)          368.83   (f) ADJUSTED    2 0
 HV3264
 HV3264.Superseded values are not recommended for survey control.
 HV3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3264.See file dsdata.txt to determine how the superseded data were derived.
 HV3264
 HV3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH534501(NAD 83)
 HV3264_MARKER: DB = BENCH MARK DISK
 HV3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3264_STAMPING: A 114 1935
 HV3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3264+STABILITY: SURFACE MOTION
 HV3264
 HV3264  HISTORY     - Date     Condition        Report By
 HV3264  HISTORY     - 1935     MONUMENTED       CGS
 HV3264  HISTORY     - 1941     GOOD             CGS
 HV3264  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3264  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3264
 HV3264                          STATION DESCRIPTION
 HV3264
 HV3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3264'2.5 MI NW FROM LOCUSTGROVE.
 HV3264'2.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 611 FROM
 HV3264'THE POST OFFICE AND STORE AT LOCUSTGROVE, ORANGE COUNTY, THENCE
 HV3264'2.3 MILES NORTH ALONG SECONDARY STATE HIGHWAY 603, AT A CURVE
 HV3264'TO THE RIGHT, AT THE JUNCTION OF A ROAD LEADING NORTH, 75 FEET
 HV3264'EAST OF THE CENTER LINE OF THE ROAD, AND 21 FEET SOUTH OF THE
 HV3264'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 114 1935
 HV3264'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 HV3264'ABOVE GROUND.
 HV3264
 HV3264                          STATION RECOVERY (1998)
 HV3264
 HV3264'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3264'MARK NOT FOUND.
 HV3264
 HV3264                          STATION RECOVERY (2003)
 HV3264
 HV3264'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2577 ***********************************************************************
 HV2577  DESIGNATION -  A 115
 HV2577  PID         -  HV2577
 HV2577  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2577  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2577
 HV2577                         *CURRENT SURVEY CONTROL
 HV2577  ___________________________________________________________________
 HV2577* NAD 83(1986)-  38 39 34.     (N)    077 25 09.     (W)     SCALED    
 HV2577* NAVD 88     -       117.219  (meters)     384.58   (feet)  ADJUSTED  
 HV2577  ___________________________________________________________________
 HV2577  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV2577  DYNAMIC HT  -         117.151 (meters)     384.35  (feet)  COMP
 HV2577  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HV2577
 HV2577  VERT ORDER  -  SECOND    CLASS 0
 HV2577
 HV2577.The horizontal coordinates were scaled from a topographic map and have
 HV2577.an estimated accuracy of +/- 6 seconds.
 HV2577
 HV2577.The orthometric height was determined by differential leveling
 HV2577.and adjusted by the National Geodetic Survey in June 1991..
 HV2577
 HV2577.The geoid height was determined by GEOID03.
 HV2577
 HV2577.The dynamic height is computed by dividing the NAVD 88
 HV2577.geopotential number by the normal gravity value computed on the
 HV2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2577.degrees latitude (g = 980.6199 gals.).
 HV2577
 HV2577.The modeled gravity was interpolated from observed gravity values.
 HV2577
 HV2577;                    North         East    Units  Estimated Accuracy
 HV2577;SPC VA N     - 2,110,750.    3,594,070.      MT  (+/- 180 meters Scaled)
 HV2577
 HV2577                          SUPERSEDED SURVEY CONTROL
 HV2577
 HV2577  NGVD 29 (??/??/??)  117.463  (m)          385.38   (f) ADJUSTED    2 0
 HV2577
 HV2577.Superseded values are not recommended for survey control.
 HV2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2577.See file dsdata.txt to determine how the superseded data were derived.
 HV2577
 HV2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH895817(NAD 83)
 HV2577_MARKER: DB = BENCH MARK DISK
 HV2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2577_STAMPING: A 115 1935
 HV2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2577+STABILITY: SURFACE MOTION
 HV2577
 HV2577  HISTORY     - Date     Condition        Report By
 HV2577  HISTORY     - 1935     MONUMENTED       CGS
 HV2577
 HV2577                          STATION DESCRIPTION
 HV2577
 HV2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2577'1.8 MI N FROM INDEPENDENT HILL.
 HV2577'1.8 MILES NORTH ALONG STATE HIGHWAY 234 FROM INDEPENDENT HILL,
 HV2577'PRINCE WILLAIM COUNTY, THENCE 1.2 MILES EAST ALONG SECONDARY
 HV2577'STATE HIGHWAY 642, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION
 HV2577'OF A DIRT ROAD LEADING SOUTH, 28 FEET SOUTHEAST OF THE CENTER
 HV2577'LINE OF THE ROAD, AND 16 FEET NORTH OF A WALNUT TREE.  A STANDARD
 HV2577'DISK, STAMPED A 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2630 ***********************************************************************
 HV2630  DESIGNATION -  A 116
 HV2630  PID         -  HV2630
 HV2630  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2630  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2630
 HV2630                         *CURRENT SURVEY CONTROL
 HV2630  ___________________________________________________________________
 HV2630* NAD 83(1986)-  38 38 45.     (N)    077 27 35.     (W)     SCALED    
 HV2630* NAVD 88     -       106.013  (meters)     347.81   (feet)  ADJUSTED  
 HV2630  ___________________________________________________________________
 HV2630  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV2630  DYNAMIC HT  -         105.952 (meters)     347.61  (feet)  COMP
 HV2630  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HV2630
 HV2630  VERT ORDER  -  SECOND    CLASS 0
 HV2630
 HV2630.The horizontal coordinates were scaled from a topographic map and have
 HV2630.an estimated accuracy of +/- 6 seconds.
 HV2630
 HV2630.The orthometric height was determined by differential leveling
 HV2630.and adjusted by the National Geodetic Survey in June 1991..
 HV2630
 HV2630.The geoid height was determined by GEOID03.
 HV2630
 HV2630.The dynamic height is computed by dividing the NAVD 88
 HV2630.geopotential number by the normal gravity value computed on the
 HV2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2630.degrees latitude (g = 980.6199 gals.).
 HV2630
 HV2630.The modeled gravity was interpolated from observed gravity values.
 HV2630
 HV2630;                    North         East    Units  Estimated Accuracy
 HV2630;SPC VA N     - 2,109,200.    3,590,560.      MT  (+/- 180 meters Scaled)
 HV2630
 HV2630                          SUPERSEDED SURVEY CONTROL
 HV2630
 HV2630  NGVD 29 (??/??/??)  106.257  (m)          348.61   (f) ADJUSTED    2 0
 HV2630
 HV2630.Superseded values are not recommended for survey control.
 HV2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2630.See file dsdata.txt to determine how the superseded data were derived.
 HV2630
 HV2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH859803(NAD 83)
 HV2630_MARKER: DB = BENCH MARK DISK
 HV2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2630_STAMPING: A 116 1935
 HV2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2630+STABILITY: SURFACE MOTION
 HV2630
 HV2630  HISTORY     - Date     Condition        Report By
 HV2630  HISTORY     - 1935     MONUMENTED       CGS
 HV2630
 HV2630                          STATION DESCRIPTION
 HV2630
 HV2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2630'1.3 MI NW FROM INDEPENDMENT HILL.
 HV2630'1.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 619 FROM
 HV2630'INDEPENDENT HILL, PRINCE WILLIAM COUNTY, 30 FEET SOUTH OF THE
 HV2630'CENTER LINE OF THE HIGHWAY, AND 7 FEET NORTHWEST OF A BEECHNUT
 HV2630'AND SASSAFRAS TREE.  A STANDARD DISK, STAMPED A 116 1935 AND SET
 HV2630'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2548 ***********************************************************************
 HV2548  DESIGNATION -  A 117
 HV2548  PID         -  HV2548
 HV2548  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2548  USGS QUAD   -  QUANTICO (1994)
 HV2548
 HV2548                         *CURRENT SURVEY CONTROL
 HV2548  ___________________________________________________________________
 HV2548* NAD 83(1986)-  38 32 13.     (N)    077 20 41.     (W)     SCALED    
 HV2548* NAVD 88     -        35.189  (meters)     115.45   (feet)  ADJUSTED  
 HV2548  ___________________________________________________________________
 HV2548  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2548  DYNAMIC HT  -          35.168 (meters)     115.38  (feet)  COMP
 HV2548  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 HV2548
 HV2548  VERT ORDER  -  SECOND    CLASS 0
 HV2548
 HV2548.The horizontal coordinates were scaled from a topographic map and have
 HV2548.an estimated accuracy of +/- 6 seconds.
 HV2548
 HV2548.The orthometric height was determined by differential leveling
 HV2548.and adjusted by the National Geodetic Survey in June 1991..
 HV2548
 HV2548.The geoid height was determined by GEOID03.
 HV2548
 HV2548.The dynamic height is computed by dividing the NAVD 88
 HV2548.geopotential number by the normal gravity value computed on the
 HV2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2548.degrees latitude (g = 980.6199 gals.).
 HV2548
 HV2548.The modeled gravity was interpolated from observed gravity values.
 HV2548
 HV2548;                    North         East    Units  Estimated Accuracy
 HV2548;SPC VA N     - 2,097,230.    3,600,720.      MT  (+/- 180 meters Scaled)
 HV2548
 HV2548                          SUPERSEDED SURVEY CONTROL
 HV2548
 HV2548  NGVD 29 (??/??/??)   35.456  (m)          116.33   (f) ADJUSTED    2 0
 HV2548
 HV2548.Superseded values are not recommended for survey control.
 HV2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2548.See file dsdata.txt to determine how the superseded data were derived.
 HV2548
 HV2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH956679(NAD 83)
 HV2548_MARKER: DB = BENCH MARK DISK
 HV2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2548_STAMPING: A 117 1935
 HV2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2548+STABILITY: SURFACE MOTION
 HV2548
 HV2548  HISTORY     - Date     Condition        Report By
 HV2548  HISTORY     - 1935     MONUMENTED       CGS
 HV2548  HISTORY     - 1960     GOOD             CGS
 HV2548
 HV2548                          STATION DESCRIPTION
 HV2548
 HV2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2548'2.4 MI SW FROM DUMFRIES.
 HV2548'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2548'OFFICE AT DUMFRIES, 0.75 MILE SOUTHWEST OF INTERSECTION OF
 HV2548'HIGHWAY 1 AND ROAD LEADING SOUTHEAST TO QUANTICO MARINE CORPS
 HV2548'BASE, 46 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF HIGHWAY 1,
 HV2548'92 FEET SOUTHWEST OF THE CENTER LINE OF A CLOSED CONCRETE SLAB
 HV2548'CONNECTION BETWEEN HIGHWAY 1 AND CURVING CONCRETE SLAB ROAD ALONG
 HV2548'SOUTHEAST SIDE OF HIGHWAY 1, 39 FEET WEST-NORTHWEST OF THE CENTER
 HV2548'LINE OF OLD CONCRETE SLAB ROAD, 36 1/2 FEET EAST OF A TELEPHONE
 HV2548'POLE WITH LINE CROSSING OVER HIGHWAY, 27.3 FEET SOUTHEAST OF A
 HV2548'HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF A STEEL WITNESS
 HV2548'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 HV2548'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3294 ***********************************************************************
 HV3294  DESIGNATION -  A 118
 HV3294  PID         -  HV3294
 HV3294  STATE/COUNTY-  VA/STAFFORD
 HV3294  USGS QUAD   -  STORCK (1984)
 HV3294
 HV3294                         *CURRENT SURVEY CONTROL
 HV3294  ___________________________________________________________________
 HV3294* NAD 83(1986)-  38 25 01.     (N)    077 34 13.     (W)     SCALED    
 HV3294* NAVD 88     -       108.294  (meters)     355.29   (feet)  ADJUSTED  
 HV3294  ___________________________________________________________________
 HV3294  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV3294  DYNAMIC HT  -         108.229 (meters)     355.08  (feet)  COMP
 HV3294  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 HV3294
 HV3294  VERT ORDER  -  SECOND    CLASS 0
 HV3294
 HV3294.The horizontal coordinates were scaled from a topographic map and have
 HV3294.an estimated accuracy of +/- 6 seconds.
 HV3294
 HV3294.The orthometric height was determined by differential leveling
 HV3294.and adjusted by the National Geodetic Survey in June 1991..
 HV3294
 HV3294.The geoid height was determined by GEOID03.
 HV3294
 HV3294.The dynamic height is computed by dividing the NAVD 88
 HV3294.geopotential number by the normal gravity value computed on the
 HV3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3294.degrees latitude (g = 980.6199 gals.).
 HV3294
 HV3294.The modeled gravity was interpolated from observed gravity values.
 HV3294
 HV3294;                    North         East    Units  Estimated Accuracy
 HV3294;SPC VA N     - 2,083,690.    3,581,190.      MT  (+/- 180 meters Scaled)
 HV3294
 HV3294                          SUPERSEDED SURVEY CONTROL
 HV3294
 HV3294  NGVD 29 (??/??/??)  108.545  (m)          356.12   (f) ADJUSTED    2 0
 HV3294
 HV3294.Superseded values are not recommended for survey control.
 HV3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3294.See file dsdata.txt to determine how the superseded data were derived.
 HV3294
 HV3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH756552(NAD 83)
 HV3294_MARKER: DB = BENCH MARK DISK
 HV3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3294_STAMPING: A 118 1935
 HV3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3294+STABILITY: SURFACE MOTION
 HV3294
 HV3294  HISTORY     - Date     Condition        Report By
 HV3294  HISTORY     - 1935     MONUMENTED       CGS
 HV3294  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3294  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3294  HISTORY     - 20040308 MARK NOT FOUND   GEOMET
 HV3294
 HV3294                          STATION DESCRIPTION
 HV3294
 HV3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3294'1.4 MI NW FROM HEMP.
 HV3294'1.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 612 FROM
 HV3294'HEMP, STAFFORD COUNTY, 400 FEET NORTH OF A HOUSE, ON THE OUTSIDE
 HV3294'OF A CURVE, AND 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 HV3294'A STANDARD DISK, STAMPED A 118 1935 AND SET IN THE TOP OF A
 HV3294'CONCRETE POST.
 HV3294
 HV3294                          STATION RECOVERY (1996)
 HV3294
 HV3294'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3294'MARK NOT FOUND.
 HV3294
 HV3294                          STATION RECOVERY (2004)
 HV3294
 HV3294'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV3294'INSUFFICIENT DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3088 ***********************************************************************
 HV3088  DESIGNATION -  A 119
 HV3088  PID         -  HV3088
 HV3088  STATE/COUNTY-  VA/STAFFORD
 HV3088  USGS QUAD   -  STAFFORD (1994)
 HV3088
 HV3088                         *CURRENT SURVEY CONTROL
 HV3088  ___________________________________________________________________
 HV3088* NAD 83(1986)-  38 26 38.     (N)    077 27 31.     (W)     SCALED    
 HV3088* NAVD 88     -        78.286  (meters)     256.84   (feet)  ADJUSTED  
 HV3088  ___________________________________________________________________
 HV3088  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3088  DYNAMIC HT  -          78.239 (meters)     256.69  (feet)  COMP
 HV3088  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 HV3088
 HV3088  VERT ORDER  -  SECOND    CLASS 0
 HV3088
 HV3088.The horizontal coordinates were scaled from a topographic map and have
 HV3088.an estimated accuracy of +/- 6 seconds.
 HV3088
 HV3088.The orthometric height was determined by differential leveling
 HV3088.and adjusted by the National Geodetic Survey in June 1991..
 HV3088
 HV3088.The geoid height was determined by GEOID03.
 HV3088
 HV3088.The dynamic height is computed by dividing the NAVD 88
 HV3088.geopotential number by the normal gravity value computed on the
 HV3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3088.degrees latitude (g = 980.6199 gals.).
 HV3088
 HV3088.The modeled gravity was interpolated from observed gravity values.
 HV3088
 HV3088;                    North         East    Units  Estimated Accuracy
 HV3088;SPC VA N     - 2,086,790.    3,590,910.      MT  (+/- 180 meters Scaled)
 HV3088
 HV3088                          SUPERSEDED SURVEY CONTROL
 HV3088
 HV3088  NGVD 29 (??/??/??)   78.542  (m)          257.68   (f) ADJUSTED    2 0
 HV3088
 HV3088.Superseded values are not recommended for survey control.
 HV3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3088.See file dsdata.txt to determine how the superseded data were derived.
 HV3088
 HV3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH854579(NAD 83)
 HV3088_MARKER: DB = BENCH MARK DISK
 HV3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3088_STAMPING: A 119 1935
 HV3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3088+STABILITY: SURFACE MOTION
 HV3088
 HV3088  HISTORY     - Date     Condition        Report By
 HV3088  HISTORY     - 1935     MONUMENTED       CGS
 HV3088  HISTORY     - 1964     GOOD             CGS
 HV3088  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3088
 HV3088                          STATION DESCRIPTION
 HV3088
 HV3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3088'3.4 MI NW FROM STAFFORD.
 HV3088'3.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 630 FROM THE
 HV3088'COUNTY COURTHOUSE AT STAFFORD, STAFFORD COUNTY, 0.2 MILE
 HV3088'NORTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 647
 HV3088'LEADING NORTH, 0.15 MILE NORTHWEST OF THE JUNCTION OF SECONDARY
 HV3088'STATE HIGHWAY 628 LEADING SOUTH, 600 FEET NORTH OF A HOUSE IN A
 HV3088'FIELD, AT THE FOOT OF A HILL, 18 FEET NORTH OF THE CENTER LINE OF
 HV3088'THE HIGHWAY, 6 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 HV3088'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HV3088'A 119 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 HV3088'STEEL WITNESS POST WAS SET 0.5 FOOT NORTH OF MARK.
 HV3088
 HV3088                          STATION RECOVERY (1996)
 HV3088
 HV3088'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2659 ***********************************************************************
 HV2659  DESIGNATION -  A 120
 HV2659  PID         -  HV2659
 HV2659  STATE/COUNTY-  VA/FAIRFAX
 HV2659  USGS QUAD   -  FAIRFAX (1994)
 HV2659
 HV2659                         *CURRENT SURVEY CONTROL
 HV2659  ___________________________________________________________________
 HV2659* NAD 83(1986)-  38 45 42.     (N)    077 21 31.     (W)     SCALED    
 HV2659* NAVD 88     -        68.974  (meters)     226.29   (feet)  ADJUSTED  
 HV2659  ___________________________________________________________________
 HV2659  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV2659  DYNAMIC HT  -          68.935 (meters)     226.16  (feet)  COMP
 HV2659  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 HV2659
 HV2659  VERT ORDER  -  SECOND    CLASS 0
 HV2659
 HV2659.The horizontal coordinates were scaled from a topographic map and have
 HV2659.an estimated accuracy of +/- 6 seconds.
 HV2659
 HV2659.The orthometric height was determined by differential leveling
 HV2659.and adjusted by the National Geodetic Survey in June 1991..
 HV2659
 HV2659.The geoid height was determined by GEOID03.
 HV2659
 HV2659.The dynamic height is computed by dividing the NAVD 88
 HV2659.geopotential number by the normal gravity value computed on the
 HV2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2659.degrees latitude (g = 980.6199 gals.).
 HV2659
 HV2659.The modeled gravity was interpolated from observed gravity values.
 HV2659
 HV2659;                    North         East    Units  Estimated Accuracy
 HV2659;SPC VA N     - 2,122,160.    3,599,200.      MT  (+/- 180 meters Scaled)
 HV2659
 HV2659                          SUPERSEDED SURVEY CONTROL
 HV2659
 HV2659  NGVD 29 (??/??/??)   69.219  (m)          227.10   (f) ADJUSTED    2 0
 HV2659
 HV2659.Superseded values are not recommended for survey control.
 HV2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2659.See file dsdata.txt to determine how the superseded data were derived.
 HV2659
 HV2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH950929(NAD 83)
 HV2659_MARKER: DB = BENCH MARK DISK
 HV2659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2659_SP_SET: BRIDGE
 HV2659_STAMPING: A 120 1935
 HV2659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2659
 HV2659  HISTORY     - Date     Condition        Report By
 HV2659  HISTORY     - 1935     MONUMENTED       CGS
 HV2659  HISTORY     - 1941     GOOD             CGS
 HV2659  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2659  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2659
 HV2659                          STATION DESCRIPTION
 HV2659
 HV2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2659'2.2 MI SE FROM CLIFTON.
 HV2659'2.2 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 645 FROM THE
 HV2659'SOUTHERN RAILWAY STATION AT CLIFTON, FAIRFAX COUNTY, AT A BRIDGE
 HV2659'OVER WOLF RUN, IN THE TOP OF THE RETAINING WALL, 3 FEET WEST OF
 HV2659'THE NORTHWEST CORNER OF THE BRIDGE, 12 FEET NORTH OF THE CENTER
 HV2659'LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 HV2659'DISK, STAMPED A 120 1935.
 HV2659
 HV2659                          STATION RECOVERY (1955)
 HV2659
 HV2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 HV2659'MARK NOT FOUND.
 HV2659
 HV2659                          STATION RECOVERY (1997)
 HV2659
 HV2659'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2991 ***********************************************************************
 HV2991  DESIGNATION -  A 13
 HV2991  PID         -  HV2991
 HV2991  STATE/COUNTY-  VA/CAROLINE
 HV2991  USGS QUAD   -  WOODFORD (1984)
 HV2991
 HV2991                         *CURRENT SURVEY CONTROL
 HV2991  ___________________________________________________________________
 HV2991* NAD 83(1986)-  38 05 13.     (N)    077 23 18.     (W)     SCALED    
 HV2991* NAVD 88     -        31.989  (meters)     104.95   (feet)  ADJUSTED  
 HV2991  ___________________________________________________________________
 HV2991  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2991  DYNAMIC HT  -          31.969 (meters)     104.89  (feet)  COMP
 HV2991  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 HV2991
 HV2991  VERT ORDER  -  FIRST     CLASS II
 HV2991
 HV2991.The horizontal coordinates were scaled from a topographic map and have
 HV2991.an estimated accuracy of +/- 6 seconds.
 HV2991
 HV2991.The orthometric height was determined by differential leveling
 HV2991.and adjusted by the National Geodetic Survey in June 1991..
 HV2991
 HV2991.The geoid height was determined by GEOID03.
 HV2991
 HV2991.The dynamic height is computed by dividing the NAVD 88
 HV2991.geopotential number by the normal gravity value computed on the
 HV2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2991.degrees latitude (g = 980.6199 gals.).
 HV2991
 HV2991.The modeled gravity was interpolated from observed gravity values.
 HV2991
 HV2991;                    North         East    Units  Estimated Accuracy
 HV2991;SPC VA N     - 2,047,240.    3,597,520.      MT  (+/- 180 meters Scaled)
 HV2991
 HV2991                          SUPERSEDED SURVEY CONTROL
 HV2991
 HV2991  NGVD 29 (??/??/??)   32.267  (m)          105.86   (f) ADJUSTED    1 2
 HV2991
 HV2991.Superseded values are not recommended for survey control.
 HV2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2991.See file dsdata.txt to determine how the superseded data were derived.
 HV2991
 HV2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH905181(NAD 83)
 HV2991_MARKER: DB = BENCH MARK DISK
 HV2991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2991_SP_SET: CULVERT
 HV2991_STAMPING: 105.863 A 13 1927
 HV2991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2991
 HV2991  HISTORY     - Date     Condition        Report By
 HV2991  HISTORY     - 1927     MONUMENTED       CGS
 HV2991  HISTORY     - 1934     GOOD             CGS
 HV2991  HISTORY     - 19990210 MARK NOT FOUND   USPSQD
 HV2991  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV2991
 HV2991                          STATION DESCRIPTION
 HV2991
 HV2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HV2991'2.2 MI SE FROM WOODFORD.
 HV2991'2.2 MILES SOUTHEAST AONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2991'RAILROAD FROM THE STATION AT WOODFORD, CAROLINE COUNTY, 0.6
 HV2991'MILE NORTH OF THE WAITING SHED AT RIXEY, JUST NORTH OF
 HV2991'SEMAPHORE 423, IN THE TOP OF A BRICK CULVERT, AND ON THE EAST
 HV2991'SIDE OF THE TRACK.  A STANDARD DISK, STAMPED 105.863 A 13 1927.
 HV2991'NOTE-- 1080 YARDS NORTH OF THE WAITING SHED AT RIXEY STATION.
 HV2991
 HV2991                          STATION RECOVERY (1999)
 HV2991
 HV2991'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2991'MARK NOT FOUND.
 HV2991
 HV2991                          STATION RECOVERY (2002)
 HV2991
 HV2991'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 HV2991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1669 ***********************************************************************
 HW1669  DESIGNATION -  A 133
 HW1669  PID         -  HW1669
 HW1669  STATE/COUNTY-  VA/ROCKINGHAM
 HW1669  USGS QUAD   -  BRIERY BRANCH (1984)
 HW1669
 HW1669                         *CURRENT SURVEY CONTROL
 HW1669  ___________________________________________________________________
 HW1669* NAD 83(1986)-  38 26 28.     (N)    079 07 21.     (W)     SCALED    
 HW1669* NAVD 88     -       525.913  (meters)    1725.43   (feet)  ADJUSTED  
 HW1669  ___________________________________________________________________
 HW1669  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HW1669  DYNAMIC HT  -         525.515 (meters)    1724.13  (feet)  COMP
 HW1669  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 HW1669
 HW1669  VERT ORDER  -  SECOND    CLASS 0
 HW1669
 HW1669.The horizontal coordinates were scaled from a topographic map and have
 HW1669.an estimated accuracy of +/- 6 seconds.
 HW1669
 HW1669.The orthometric height was determined by differential leveling
 HW1669.and adjusted by the National Geodetic Survey in June 1991..
 HW1669
 HW1669.The geoid height was determined by GEOID03.
 HW1669
 HW1669.The dynamic height is computed by dividing the NAVD 88
 HW1669.geopotential number by the normal gravity value computed on the
 HW1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1669.degrees latitude (g = 980.6199 gals.).
 HW1669
 HW1669.The modeled gravity was interpolated from observed gravity values.
 HW1669
 HW1669;                    North         East    Units  Estimated Accuracy
 HW1669;SPC VA N     - 2,086,150.    3,445,660.      MT  (+/- 180 meters Scaled)
 HW1669
 HW1669                          SUPERSEDED SURVEY CONTROL
 HW1669
 HW1669  NGVD 29 (??/??/92)  526.025  (m)         1725.80   (f) ADJ UNCH    2 0
 HW1669
 HW1669.Superseded values are not recommended for survey control.
 HW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1669.See file dsdata.txt to determine how the superseded data were derived.
 HW1669
 HW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC638564(NAD 83)
 HW1669_MARKER: DB = BENCH MARK DISK
 HW1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1669_STAMPING: A 133 1935
 HW1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1669+STABILITY: SURFACE MOTION
 HW1669
 HW1669  HISTORY     - Date     Condition        Report By
 HW1669  HISTORY     - 1935     MONUMENTED       CGS
 HW1669  HISTORY     - 1961     GOOD             NGS
 HW1669
 HW1669                          STATION DESCRIPTION
 HW1669
 HW1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1669'3.4 MI WNW FROM BRIERY BRANCH.
 HW1669'3.4 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 257 FROM THE
 HW1669'JUNCTION OF SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH,
 HW1669'ROCKINGHAM COUNTY, AT THE JUNCTION OF THE STOKESVILLE ROAD
 HW1669'(FOREST ROAD 101), 100 FEET EAST OF THE JUNCTION, 45 FEET
 HW1669'WEST OF THE SIDE ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE
 HW1669'HIGHWAY, 50 FEET WEST OF A SMALL WOODEN BRIDGE, AND 10 FEET
 HW1669'NORTHEAST OF THE NORTH END OF A GATE IN A FENCE.  A STANDARD
 HW1669'DISK, STAMPED A 133 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1669
 HW1669                          STATION RECOVERY (1961)
 HW1669
 HW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0311 ***********************************************************************
 HW0311  DESIGNATION -  A 135
 HW0311  PID         -  HW0311
 HW0311  STATE/COUNTY-  VA/PAGE
 HW0311  USGS QUAD   -  BIG MEADOWS (1994)
 HW0311
 HW0311                         *CURRENT SURVEY CONTROL
 HW0311  ___________________________________________________________________
 HW0311* NAD 83(1986)-  38 30 46.     (N)    078 27 57.     (W)     SCALED    
 HW0311* NAVD 88     -       853.25   (+/-2cm)    2799.4    (feet)  VERTCON   
 HW0311  ___________________________________________________________________
 HW0311  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0311
 HW0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW0311
 HW0311.The horizontal coordinates were scaled from a topographic map and have
 HW0311.an estimated accuracy of +/- 6 seconds.
 HW0311
 HW0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0311.The vertical order pertains to the NGVD 29 superseded value.
 HW0311
 HW0311.The geoid height was determined by GEOID03.
 HW0311
 HW0311;                    North         East    Units  Estimated Accuracy
 HW0311;SPC VA N     - 2,093,920.    3,502,980.      MT  (+/- 180 meters Scaled)
 HW0311
 HW0311                          SUPERSEDED SURVEY CONTROL
 HW0311
 HW0311  NGVD 29 (??/??/92)  853.380  (m)         2799.80   (f) ADJ UNCH    2 0
 HW0311
 HW0311.Superseded values are not recommended for survey control.
 HW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0311.See file dsdata.txt to determine how the superseded data were derived.
 HW0311
 HW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC209657(NAD 83)
 HW0311_MARKER: DB = BENCH MARK DISK
 HW0311_SETTING: 80 = SET IN A BOULDER
 HW0311_SP_SET: BOULDER
 HW0311_STAMPING: A 135 1935
 HW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0311+STABILITY: SURFACE MOTION
 HW0311
 HW0311  HISTORY     - Date     Condition        Report By
 HW0311  HISTORY     - 1935     MONUMENTED       CGS
 HW0311
 HW0311                          STATION DESCRIPTION
 HW0311
 HW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0311'AT ST LUKE MISSION.
 HW0311'AT ST. LUKE MISSION, PAGE COUNTY, ON THE TANNER RIDGE ROAD,
 HW0311'78 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MISSION, 12
 HW0311'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 HW0311'FENCE, IN THE TOP OF A 3- BY 5-FOOT BOULDER, AND ABOUT 1-1/2 FEET
 HW0311'ABOVE GROUND.  A STANDARD DISK, STAMPED A 135 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0349 ***********************************************************************
 HW0349  DESIGNATION -  A 136
 HW0349  PID         -  HW0349
 HW0349  STATE/COUNTY-  VA/CULPEPER
 HW0349  USGS QUAD   -  CULPEPER WEST (1979)
 HW0349
 HW0349                         *CURRENT SURVEY CONTROL
 HW0349  ___________________________________________________________________
 HW0349* NAD 83(1986)-  38 26 57.     (N)    078 05 25.     (W)     SCALED    
 HW0349* NAVD 88     -       179.042  (meters)     587.41   (feet)  ADJUSTED  
 HW0349  ___________________________________________________________________
 HW0349  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW0349  DYNAMIC HT  -         178.926 (meters)     587.03  (feet)  COMP
 HW0349  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 HW0349
 HW0349  VERT ORDER  -  SECOND    CLASS 0
 HW0349
 HW0349.The horizontal coordinates were scaled from a topographic map and have
 HW0349.an estimated accuracy of +/- 6 seconds.
 HW0349
 HW0349.The orthometric height was determined by differential leveling
 HW0349.and adjusted by the National Geodetic Survey in June 1991..
 HW0349
 HW0349.The geoid height was determined by GEOID03.
 HW0349
 HW0349.The dynamic height is computed by dividing the NAVD 88
 HW0349.geopotential number by the normal gravity value computed on the
 HW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0349.degrees latitude (g = 980.6199 gals.).
 HW0349
 HW0349.The modeled gravity was interpolated from observed gravity values.
 HW0349
 HW0349;                    North         East    Units  Estimated Accuracy
 HW0349;SPC VA N     - 2,086,940.    3,535,760.      MT  (+/- 180 meters Scaled)
 HW0349
 HW0349                          SUPERSEDED SURVEY CONTROL
 HW0349
 HW0349  NGVD 29 (??/??/92)  179.276  (m)          588.17   (f) ADJ UNCH    2 0
 HW0349
 HW0349.Superseded values are not recommended for survey control.
 HW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0349.See file dsdata.txt to determine how the superseded data were derived.
 HW0349
 HW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC539596(NAD 83)
 HW0349_MARKER: DB = BENCH MARK DISK
 HW0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0349_STAMPING: A 136 1965
 HW0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0349+STABILITY: SURFACE MOTION
 HW0349
 HW0349  HISTORY     - Date     Condition        Report By
 HW0349  HISTORY     - 1965     MONUMENTED       CGS
 HW0349  HISTORY     - 1965     GOOD             NGS
 HW0349  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0349
 HW0349                          STATION DESCRIPTION
 HW0349
 HW0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0349'3.2 MI NE FROM LEON.
 HW0349'3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 HW0349'IN LEON, TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 HW0349'1-INCH, 89 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 48 FEET WEST
 HW0349'OF THE APPROXIMATE CENTER OF COUNTY ROAD 603, 10.8 FEET SOUTHWEST
 HW0349'OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 HW0349
 HW0349                          STATION RECOVERY (2001)
 HW0349
 HW0349'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1292 ***********************************************************************
 HW1292  DESIGNATION -  A 137
 HW1292  PID         -  HW1292
 HW1292  STATE/COUNTY-  VA/SHENANDOAH
 HW1292  USGS QUAD   -  NEW MARKET (1994)
 HW1292
 HW1292                         *CURRENT SURVEY CONTROL
 HW1292  ___________________________________________________________________
 HW1292* NAD 83(1986)-  38 38 11.     (N)    078 40 49.     (W)     SCALED    
 HW1292* NAVD 88     -       327.584  (meters)    1074.75   (feet)  ADJUSTED  
 HW1292  ___________________________________________________________________
 HW1292  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW1292  DYNAMIC HT  -         327.359 (meters)    1074.01  (feet)  COMP
 HW1292  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 HW1292
 HW1292  VERT ORDER  -  FIRST     CLASS II
 HW1292
 HW1292.The horizontal coordinates were scaled from a topographic map and have
 HW1292.an estimated accuracy of +/- 6 seconds.
 HW1292
 HW1292.The orthometric height was determined by differential leveling
 HW1292.and adjusted by the National Geodetic Survey in June 1991..
 HW1292.WARNING-Repeat measurements at this control monument indicate possible
 HW1292.vertical movement.
 HW1292
 HW1292.The geoid height was determined by GEOID03.
 HW1292
 HW1292.The dynamic height is computed by dividing the NAVD 88
 HW1292.geopotential number by the normal gravity value computed on the
 HW1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1292.degrees latitude (g = 980.6199 gals.).
 HW1292
 HW1292.The modeled gravity was interpolated from observed gravity values.
 HW1292
 HW1292;                    North         East    Units  Estimated Accuracy
 HW1292;SPC VA N     - 2,107,650.    3,484,300.      MT  (+/- 180 meters Scaled)
 HW1292
 HW1292                          SUPERSEDED SURVEY CONTROL
 HW1292
 HW1292  NGVD 29 (??/??/92)  327.728  (m)         1075.22   (f) ADJ UNCH    1 2
 HW1292
 HW1292.Superseded values are not recommended for survey control.
 HW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1292.See file dsdata.txt to determine how the superseded data were derived.
 HW1292
 HW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC019789(NAD 83)
 HW1292_MARKER: DB = BENCH MARK DISK
 HW1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1292_STAMPING: A 137 1935
 HW1292_MARK LOGO: CGS   
 HW1292_PROJECTION: PROJECTING 18 CENTIMETERS
 HW1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1292+STABILITY: SURFACE MOTION
 HW1292
 HW1292  HISTORY     - Date     Condition        Report By
 HW1292  HISTORY     - 1935     MONUMENTED       CGS
 HW1292  HISTORY     - 1958     GOOD             NGS
 HW1292  HISTORY     - 1962     GOOD             NGS
 HW1292  HISTORY     - 1983     GOOD             NGS
 HW1292
 HW1292                          STATION DESCRIPTION
 HW1292
 HW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1292'1 MI S FROM NEW MARKET.
 HW1292'1.0 MILE SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1292'NEW MARKET, NEAR THE JUNCTION OF COUNTY ROAD NO. 619 LEADING
 HW1292'WEST, 41 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 199 FEET
 HW1292'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 4 FEET NORTHEAST
 HW1292'OF A TELEPHONE POLE, 3 FEET EAST OF A FENCE LINE, 1 FOOT BELOW
 HW1292'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HW1292'PROJECTING 6 INCHES.  NOTE-- A STEEL WITNESS POST WAS SET 1
 HW1292'FOOT WEST OF MARK.
 HW1292
 HW1292                          STATION RECOVERY (1962)
 HW1292
 HW1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1292'RECOVERED IN GOOD CONDITION.
 HW1292
 HW1292                          STATION RECOVERY (1983)
 HW1292
 HW1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1292'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.6 KM (1.0 MI)
 HW1292'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN NEW MARKET TO
 HW1292'THE MARK ON THE RIGHT, 12.4 METERS (41.0 FT) NORTHWEST OF THE
 HW1292'CENTERLINE OF THE HIGHWAY, 60.6 METERS (199.0 FT) NORTHEAST OF THE
 HW1292'CENTER OF COUNTY ROAD 1014, 1.7 METERS (5.5 FT) SOUTHEAST OF A WALNUT
 HW1292'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1214 ***********************************************************************
 HW1214  DESIGNATION -  A 138
 HW1214  PID         -  HW1214
 HW1214  STATE/COUNTY-  VA/SHENANDOAH
 HW1214  USGS QUAD   -  HAMBURG (1984)
 HW1214
 HW1214                         *CURRENT SURVEY CONTROL
 HW1214  ___________________________________________________________________
 HW1214* NAD 83(1986)-  38 44 01.     (N)    078 31 04.     (W)     SCALED    
 HW1214* NAVD 88     -       363.329  (meters)    1192.02   (feet)  ADJUSTED  
 HW1214  ___________________________________________________________________
 HW1214  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HW1214  DYNAMIC HT  -         363.075 (meters)    1191.19  (feet)  COMP
 HW1214  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HW1214
 HW1214  VERT ORDER  -  SECOND    CLASS 0
 HW1214
 HW1214.The horizontal coordinates were scaled from a topographic map and have
 HW1214.an estimated accuracy of +/- 6 seconds.
 HW1214
 HW1214.The orthometric height was determined by differential leveling
 HW1214.and adjusted by the National Geodetic Survey in June 1991..
 HW1214
 HW1214.The geoid height was determined by GEOID03.
 HW1214
 HW1214.The dynamic height is computed by dividing the NAVD 88
 HW1214.geopotential number by the normal gravity value computed on the
 HW1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1214.degrees latitude (g = 980.6199 gals.).
 HW1214
 HW1214.The modeled gravity was interpolated from observed gravity values.
 HW1214
 HW1214;                    North         East    Units  Estimated Accuracy
 HW1214;SPC VA N     - 2,118,430.    3,498,450.      MT  (+/- 180 meters Scaled)
 HW1214
 HW1214                          SUPERSEDED SURVEY CONTROL
 HW1214
 HW1214  NGVD 29 (??/??/92)  363.490  (m)         1192.55   (f) ADJ UNCH    2 0
 HW1214
 HW1214.Superseded values are not recommended for survey control.
 HW1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1214.See file dsdata.txt to determine how the superseded data were derived.
 HW1214
 HW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC157901(NAD 83)
 HW1214_MARKER: DB = BENCH MARK DISK
 HW1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1214_STAMPING: A 138 1935
 HW1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1214+STABILITY: SURFACE MOTION
 HW1214
 HW1214  HISTORY     - Date     Condition        Report By
 HW1214  HISTORY     - 1935     MONUMENTED       CGS
 HW1214
 HW1214                          STATION DESCRIPTION
 HW1214
 HW1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1214'3.2 MI SW FROM EDITH CROSS ROADS.
 HW1214'3.2 MILES SOUTHWEST ALONG U.S. FOREST SERVICE ROAD 74 FROM
 HW1214'EDITH CROSS ROADS, SHENANDOAH COUNTY, 0.1 MILE SOUTH OF A BRIDGE
 HW1214'OVER PASSAGE CREEK, 115 FEET NORTH OF THE CENTER OF THE JUNCTION
 HW1214'OF THE ROOSEVELT C.C.C. CAMP ROAD, 29 FEET EAST OF THE CENTERLINE
 HW1214'OF THE U.S. FOREST SERVICE ROAD, 18 FEET NORTH OF A 12-INCH PINE
 HW1214'TREE, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 HW1214'A 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1694 ***********************************************************************
 GW1694  DESIGNATION -  A 14 RESET 1937
 GW1694  PID         -  GW1694
 GW1694  STATE/COUNTY-  VA/C OF COVINGTON
 GW1694  USGS QUAD   -  COVINGTON (1984)
 GW1694
 GW1694                         *CURRENT SURVEY CONTROL
 GW1694  ___________________________________________________________________
 GW1694* NAD 83(1986)-  37 47 36.     (N)    079 59 39.     (W)     SCALED    
 GW1694* NAVD 88     -       379.390  (meters)    1244.72   (feet)  ADJUSTED  
 GW1694  ___________________________________________________________________
 GW1694  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1694  DYNAMIC HT  -         379.082 (meters)    1243.70  (feet)  COMP
 GW1694  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GW1694
 GW1694  VERT ORDER  -  FIRST     CLASS II
 GW1694
 GW1694.The horizontal coordinates were scaled from a topographic map and have
 GW1694.an estimated accuracy of +/- 6 seconds.
 GW1694
 GW1694.The orthometric height was determined by differential leveling
 GW1694.and adjusted by the National Geodetic Survey in June 1991..
 GW1694.WARNING-Repeat measurements at this control monument indicate possible
 GW1694.vertical movement.
 GW1694
 GW1694.The geoid height was determined by GEOID03.
 GW1694
 GW1694.The dynamic height is computed by dividing the NAVD 88
 GW1694.geopotential number by the normal gravity value computed on the
 GW1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1694.degrees latitude (g = 980.6199 gals.).
 GW1694
 GW1694.The modeled gravity was interpolated from observed gravity values.
 GW1694
 GW1694;                    North         East    Units  Estimated Accuracy
 GW1694;SPC VA S     - 1,163,070.    3,368,410.      MT  (+/- 180 meters Scaled)
 GW1694
 GW1694                          SUPERSEDED SURVEY CONTROL
 GW1694
 GW1694  NGVD 29 (??/??/92)  379.556  (m)         1245.26   (f) ADJ UNCH    1 2
 GW1694
 GW1694.Superseded values are not recommended for survey control.
 GW1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1694.See file dsdata.txt to determine how the superseded data were derived.
 GW1694
 GW1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB885833(NAD 83)
 GW1694_MARKER: DB = BENCH MARK DISK
 GW1694_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GW1694+WITH SETTING: PAVEMENT
 GW1694_STAMPING: A 14 RESET 1937 1245.214
 GW1694_MARK LOGO: CGS   
 GW1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1694+STABILITY: SURFACE MOTION
 GW1694
 GW1694  HISTORY     - Date     Condition        Report By
 GW1694  HISTORY     - 1937     MONUMENTED       CGS
 GW1694  HISTORY     - 1958     GOOD             NGS
 GW1694  HISTORY     - 1984     GOOD             NGS
 GW1694
 GW1694                          STATION DESCRIPTION
 GW1694
 GW1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1694'AT COVINGTON.
 GW1694'AT COVINGTON, AT THE INTERSECTION OF MAIN AND BRIDGE (U.S.
 GW1694'HIGHWAY 60) STREETS, AT THE POST OFFICE, IN TOP OF A 3-BY 3-FOOT
 GW1694'CONCRETE BLOCK AT THE SOUTHWEST END OF THE LANDING AT THE TOP
 GW1694'OF THE STEPS FOR THE MAIN STREET ENTRANCE, 20 FEET SOUTHEAST
 GW1694'OF THE SOUTHEAST CURB OF MAIN STREET, 64 FEET SOUTHWEST OF THE
 GW1694'SOUTHWEST CURB OF BRIDGE STREET, AND ABOUT 5 FEET ABOVE THE
 GW1694'LEVEL OF THE STREETS.
 GW1694
 GW1694                          STATION RECOVERY (1984)
 GW1694
 GW1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1694'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GW1694'MARK IS LOCATED IN THE INDEPENDENT CITY OF COVINGTON RATHER THAN IN
 GW1694'ALLEGHANY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0208 ***********************************************************************
 HW0208  DESIGNATION -  A 142
 HW0208  PID         -  HW0208
 HW0208  STATE/COUNTY-  VA/CULPEPER
 HW0208  USGS QUAD   -  CASTLETON (1994)
 HW0208
 HW0208                         *CURRENT SURVEY CONTROL
 HW0208  ___________________________________________________________________
 HW0208* NAD 83(1986)-  38 35 38.     (N)    078 00 12.     (W)     SCALED    
 HW0208* NAVD 88     -        96.444  (meters)     316.42   (feet)  ADJUSTED  
 HW0208  ___________________________________________________________________
 HW0208  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0208  DYNAMIC HT  -          96.383 (meters)     316.22  (feet)  COMP
 HW0208  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 HW0208
 HW0208  VERT ORDER  -  SECOND    CLASS 0
 HW0208
 HW0208.The horizontal coordinates were scaled from a topographic map and have
 HW0208.an estimated accuracy of +/- 6 seconds.
 HW0208
 HW0208.The orthometric height was determined by differential leveling
 HW0208.and adjusted by the National Geodetic Survey in June 1991..
 HW0208
 HW0208.The geoid height was determined by GEOID03.
 HW0208
 HW0208.The dynamic height is computed by dividing the NAVD 88
 HW0208.geopotential number by the normal gravity value computed on the
 HW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0208.degrees latitude (g = 980.6199 gals.).
 HW0208
 HW0208.The modeled gravity was interpolated from observed gravity values.
 HW0208
 HW0208;                    North         East    Units  Estimated Accuracy
 HW0208;SPC VA N     - 2,103,040.    3,543,270.      MT  (+/- 180 meters Scaled)
 HW0208
 HW0208                          SUPERSEDED SURVEY CONTROL
 HW0208
 HW0208  NGVD 29 (??/??/92)   96.650  (m)          317.09   (f) ADJ UNCH    2 0
 HW0208
 HW0208.Superseded values are not recommended for survey control.
 HW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0208.See file dsdata.txt to determine how the superseded data were derived.
 HW0208
 HW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC609759(NAD 83)
 HW0208_MARKER: DB = BENCH MARK DISK
 HW0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0208_STAMPING: A 142 1935
 HW0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0208+STABILITY: SURFACE MOTION
 HW0208
 HW0208  HISTORY     - Date     Condition        Report By
 HW0208  HISTORY     - 1935     MONUMENTED       CGS
 HW0208  HISTORY     - 1961     GOOD             NGS
 HW0208  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0208
 HW0208                          STATION DESCRIPTION
 HW0208
 HW0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0208'1.9 MI W FROM RIXEYVILLE.
 HW0208'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE,
 HW0208'CULPEPER COUNTY, 46 FEET NORTHWEST OF A 10-FOOT CONCRETE BRIDGE,
 HW0208'37 FEET WEST OF A POLE, 19 FEET WEST OF THE CENTER LINE OF THE
 HW0208'HIGHWAY, 3 FEET SOUTH OF A GATE, AND 1 FOOT WEST OF A FENCE.
 HW0208'A STANDARD DISK, STAMPED A 142 1935 AND SET IN THE TOP OF A
 HW0208'CONCRETE POST.
 HW0208
 HW0208                          STATION RECOVERY (1961)
 HW0208
 HW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW0208'RECOVERED IN GOOD CONDITION.
 HW0208
 HW0208                          STATION RECOVERY (2001)
 HW0208
 HW0208'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3669 ***********************************************************************
 HV3669  DESIGNATION -  A 143
 HV3669  PID         -  HV3669
 HV3669  STATE/COUNTY-  VA/FAUQUIER
 HV3669  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3669
 HV3669                         *CURRENT SURVEY CONTROL
 HV3669  ___________________________________________________________________
 HV3669* NAD 83(1986)-  38 48 06.     (N)    077 44 08.     (W)     SCALED    
 HV3669* NAVD 88     -       174.223  (meters)     571.60   (feet)  ADJUSTED  
 HV3669  ___________________________________________________________________
 HV3669  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV3669  DYNAMIC HT  -         174.123 (meters)     571.27  (feet)  COMP
 HV3669  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 HV3669
 HV3669  VERT ORDER  -  SECOND    CLASS 0
 HV3669
 HV3669.The horizontal coordinates were scaled from a topographic map and have
 HV3669.an estimated accuracy of +/- 6 seconds.
 HV3669
 HV3669.The orthometric height was determined by differential leveling
 HV3669.and adjusted by the National Geodetic Survey in June 1991..
 HV3669
 HV3669.The geoid height was determined by GEOID03.
 HV3669
 HV3669.The dynamic height is computed by dividing the NAVD 88
 HV3669.geopotential number by the normal gravity value computed on the
 HV3669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3669.degrees latitude (g = 980.6199 gals.).
 HV3669
 HV3669.The modeled gravity was interpolated from observed gravity values.
 HV3669
 HV3669;                    North         East    Units  Estimated Accuracy
 HV3669;SPC VA N     - 2,126,260.    3,566,400.      MT  (+/- 180 meters Scaled)
 HV3669
 HV3669                          SUPERSEDED SURVEY CONTROL
 HV3669
 HV3669  NGVD 29 (??/??/??)  174.455  (m)          572.36   (f) ADJUSTED    2 0
 HV3669
 HV3669.Superseded values are not recommended for survey control.
 HV3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3669.See file dsdata.txt to determine how the superseded data were derived.
 HV3669
 HV3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH624983(NAD 83)
 HV3669_MARKER: DB = BENCH MARK DISK
 HV3669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3669_STAMPING: A-143 1935
 HV3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3669+STABILITY: SURFACE MOTION
 HV3669
 HV3669  HISTORY     - Date     Condition        Report By
 HV3669  HISTORY     - 1935     MONUMENTED       CGS
 HV3669  HISTORY     - 1941     GOOD             CGS
 HV3669
 HV3669                          STATION DESCRIPTION
 HV3669
 HV3669'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3669'2.6 MI S FROM BROAD RUN.
 HV3669'2.6 MILES SOUTH ALONG 674 FROM THE STATION AT BROAD RUN, AT THE
 HV3669'ENTRANCE TO A LARGE 2-STORY WHITE FARM HOUSE LOCATED ON WEST
 HV3669'SIDE OF ROAD, 3 FEET NORTH-EAST OF NORTH STONE PILLOW OF IRON
 HV3669'GATE, 1.3 FEET SOUTH OF R/W CORNER FENCE POST, 200 FEET SOUTH
 HV3669'OF CONCRETE CULVERT UNDER 674, 19 FEET WEST OF CENTER LINE OF
 HV3669'674, 1 FOOT NORTH-EAST OF WHITE MARKER POST STENCILED U.S.B.M.
 HV3669'A STANDARD DISK STAMPED A-143 1935 AND SET IN TOP OF CONCRETE
 HV3669'POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3746 ***********************************************************************
 HV3746  DESIGNATION -  A 144
 HV3746  PID         -  HV3746
 HV3746  STATE/COUNTY-  VA/FAUQUIER
 HV3746  USGS QUAD   -  MARSHALL (1983)
 HV3746
 HV3746                         *CURRENT SURVEY CONTROL
 HV3746  ___________________________________________________________________
 HV3746* NAD 83(1986)-  38 45 23.     (N)    077 50 38.     (W)     SCALED    
 HV3746* NAVD 88     -       221.813  (meters)     727.73   (feet)  ADJUSTED  
 HV3746  ___________________________________________________________________
 HV3746  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3746  DYNAMIC HT  -         221.679 (meters)     727.29  (feet)  COMP
 HV3746  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HV3746
 HV3746  VERT ORDER  -  SECOND    CLASS 0
 HV3746
 HV3746.The horizontal coordinates were scaled from a topographic map and have
 HV3746.an estimated accuracy of +/- 6 seconds.
 HV3746
 HV3746.The orthometric height was determined by differential leveling
 HV3746.and adjusted by the National Geodetic Survey in June 1991..
 HV3746
 HV3746.The geoid height was determined by GEOID03.
 HV3746
 HV3746.The dynamic height is computed by dividing the NAVD 88
 HV3746.geopotential number by the normal gravity value computed on the
 HV3746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3746.degrees latitude (g = 980.6199 gals.).
 HV3746
 HV3746.The modeled gravity was interpolated from observed gravity values.
 HV3746
 HV3746;                    North         East    Units  Estimated Accuracy
 HV3746;SPC VA N     - 2,121,160.    3,557,030.      MT  (+/- 180 meters Scaled)
 HV3746
 HV3746                          SUPERSEDED SURVEY CONTROL
 HV3746
 HV3746  NGVD 29 (??/??/??)  222.028  (m)          728.44   (f) ADJUSTED    2 0
 HV3746
 HV3746.Superseded values are not recommended for survey control.
 HV3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3746.See file dsdata.txt to determine how the superseded data were derived.
 HV3746
 HV3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH528935(NAD 83)
 HV3746_MARKER: DB = BENCH MARK DISK
 HV3746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3746_STAMPING: A-144 1935
 HV3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV3746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3746+STABILITY: SURFACE MOTION
 HV3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3746+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 HV3746
 HV3746  HISTORY     - Date     Condition        Report By
 HV3746  HISTORY     - 1935     MONUMENTED       CGS
 HV3746  HISTORY     - 1941     GOOD             CGS
 HV3746  HISTORY     - 19961202 GOOD             DMW
 HV3746
 HV3746                          STATION DESCRIPTION
 HV3746
 HV3746'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3746'6.1 MI NE FROM CLIFF MILLS.
 HV3746'6.1 MILE NORTH-EAST ALONG 628 FROM THE POST OFFICE AT CLIFF
 HV3746'MILLS, AT THE SUMMIT OF A HILL, ON OUT-SIDE OF SHARP CURVE AND
 HV3746'OPPOSITE A ROCK FENCE, 61 FEET WEST OF SOUTH-WEST GATE POST, 32.5
 HV3746'FEET SOUTH-WEST OF CORNER FENCE POST, 33 FEET NORTH-WEST OF
 HV3746'CENTER-LINE OF 628, 2 FEET SOUTH-EAST OF R/W FENCE, 1 FOOT
 HV3746'SOUTH-EAST OF WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD
 HV3746'DISK STAMPED A-144 1935 AND SET IN TOP OF A CONCRETE POST
 HV3746'POURED IN FIELD.
 HV3746
 HV3746                          STATION RECOVERY (1996)
 HV3746
 HV3746'RECOVERY NOTE BY DAFT MCCUNE WALKER INCORPORATED 1996 (DMM)
 HV3746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0725 ***********************************************************************
 GW0725  DESIGNATION -  A 145
 GW0725  PID         -  GW0725
 GW0725  STATE/COUNTY-  VA/ALBEMARLE
 GW0725  USGS QUAD   -  ALBERENE (1980)
 GW0725
 GW0725                         *CURRENT SURVEY CONTROL
 GW0725  ___________________________________________________________________
 GW0725* NAD 83(1986)-  37 55 13.     (N)    078 32 55.     (W)     SCALED    
 GW0725* NAVD 88     -       118.849  (meters)     389.92   (feet)  ADJUSTED  
 GW0725  ___________________________________________________________________
 GW0725  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW0725  DYNAMIC HT  -         118.767 (meters)     389.65  (feet)  COMP
 GW0725  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GW0725
 GW0725  VERT ORDER  -  SECOND    CLASS 0
 GW0725
 GW0725.The horizontal coordinates were scaled from a topographic map and have
 GW0725.an estimated accuracy of +/- 6 seconds.
 GW0725
 GW0725.The orthometric height was determined by differential leveling
 GW0725.and adjusted by the National Geodetic Survey in June 1991..
 GW0725
 GW0725.The geoid height was determined by GEOID03.
 GW0725
 GW0725.The dynamic height is computed by dividing the NAVD 88
 GW0725.geopotential number by the normal gravity value computed on the
 GW0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0725.degrees latitude (g = 980.6199 gals.).
 GW0725
 GW0725.The modeled gravity was interpolated from observed gravity values.
 GW0725
 GW0725;                    North         East    Units  Estimated Accuracy
 GW0725;SPC VA S     - 1,176,120.    3,495,730.      MT  (+/- 180 meters Scaled)
 GW0725
 GW0725                          SUPERSEDED SURVEY CONTROL
 GW0725
 GW0725  NGVD 29 (??/??/92)  119.108  (m)          390.77   (f) ADJ UNCH    2 0
 GW0725
 GW0725.Superseded values are not recommended for survey control.
 GW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0725.See file dsdata.txt to determine how the superseded data were derived.
 GW0725
 GW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB154998(NAD 83)
 GW0725_MARKER: DB = BENCH MARK DISK
 GW0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0725_STAMPING: A 145 1935
 GW0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0725+STABILITY: SURFACE MOTION
 GW0725
 GW0725  HISTORY     - Date     Condition        Report By
 GW0725  HISTORY     - 1935     MONUMENTED       CGS
 GW0725  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0725
 GW0725                          STATION DESCRIPTION
 GW0725
 GW0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0725'1 MI NW FROM CARTERS BRIDGE.
 GW0725'0.7 MILE NORTHWEST ALONG COUNTY ROAD 613 FROM CARTERS BRIDGE,
 GW0725'ALBEMARLE COUNTY, THENCE 0.3 MILE NORTHEAST ALONG COUNTY ROAD 708,
 GW0725'AT A RIGHT-ANGLE CURVE, OPPOSITE A ONE-STORY CONCRETE HOUSE, 70
 GW0725'YARDS NORTHWEST OF A FLAT WOODEN BRIDGE OVER A CREEK, 27 FEET
 GW0725'WEST OF A MAIL BOX, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GW0725'ROAD, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK SET IN THE TOP
 GW0725'OF A CONCRETE POST.
 GW0725
 GW0725                          STATION RECOVERY (1964)
 GW0725
 GW0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0716 ***********************************************************************
 GW0716  DESIGNATION -  A 146
 GW0716  PID         -  GW0716
 GW0716  STATE/COUNTY-  VA/NELSON
 GW0716  USGS QUAD   -  GREENFIELD (1981)
 GW0716
 GW0716                         *CURRENT SURVEY CONTROL
 GW0716  ___________________________________________________________________
 GW0716* NAD 83(1986)-  37 57 14.     (N)    078 47 18.     (W)     SCALED    
 GW0716* NAVD 88     -       210.021  (meters)     689.04   (feet)  ADJUSTED  
 GW0716  ___________________________________________________________________
 GW0716  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW0716  DYNAMIC HT  -         209.867 (meters)     688.54  (feet)  COMP
 GW0716  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 GW0716
 GW0716  VERT ORDER  -  SECOND    CLASS 0
 GW0716
 GW0716.The horizontal coordinates were scaled from a topographic map and have
 GW0716.an estimated accuracy of +/- 6 seconds.
 GW0716
 GW0716.The orthometric height was determined by differential leveling
 GW0716.and adjusted by the National Geodetic Survey in June 1991..
 GW0716
 GW0716.The geoid height was determined by GEOID03.
 GW0716
 GW0716.The dynamic height is computed by dividing the NAVD 88
 GW0716.geopotential number by the normal gravity value computed on the
 GW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0716.degrees latitude (g = 980.6199 gals.).
 GW0716
 GW0716.The modeled gravity was interpolated from observed gravity values.
 GW0716
 GW0716;                    North         East    Units  Estimated Accuracy
 GW0716;SPC VA S     - 1,179,890.    3,474,660.      MT  (+/- 180 meters Scaled)
 GW0716
 GW0716                          SUPERSEDED SURVEY CONTROL
 GW0716
 GW0716  NGVD 29 (??/??/92)  210.252  (m)          689.80   (f) ADJ UNCH    2 0
 GW0716
 GW0716.Superseded values are not recommended for survey control.
 GW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0716.See file dsdata.txt to determine how the superseded data were derived.
 GW0716
 GW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC943030(NAD 83)
 GW0716_MARKER: DB = BENCH MARK DISK
 GW0716_SETTING: 66 = SET IN ROCK OUTCROP
 GW0716_SP_SET: ROCK OUTCROP
 GW0716_STAMPING: A 146 1935
 GW0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0716+STABILITY: POSITION/ELEVATION WELL
 GW0716
 GW0716  HISTORY     - Date     Condition        Report By
 GW0716  HISTORY     - 1935     MONUMENTED       CGS
 GW0716
 GW0716                          STATION DESCRIPTION
 GW0716
 GW0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0716'3.7 MI NE FROM GREENFIELD.
 GW0716'1.6 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM THE POST OFFICE
 GW0716'AT GREENFIELD, NELSON COUNTY, THENCE 2.1 MILES NORTHEAST ALONG
 GW0716'COUNTY ROAD 635, 140 YARDS EAST OF A 2-STORY LOG AND FRAME
 GW0716'HOUSE AT THE FOOT OF A HILL, 60 FEET SOUTHWEST OF THE CENTER
 GW0716'OF A ROAD JUNCTION, 84 FEET SOUTH OF THE CENTERLINE OF COUNTY
 GW0716'ROAD 635, 27 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 634,
 GW0716'AND IN THE TOP OF A LARGE ROCK OUTCROP.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0673 ***********************************************************************
 GW0673  DESIGNATION -  A 147
 GW0673  PID         -  GW0673
 GW0673  STATE/COUNTY-  VA/NELSON
 GW0673  USGS QUAD   -  LOVINGSTON (1984)
 GW0673
 GW0673                         *CURRENT SURVEY CONTROL
 GW0673  ___________________________________________________________________
 GW0673* NAD 83(1986)-  37 50 44.     (N)    078 47 48.     (W)     SCALED    
 GW0673* NAVD 88     -       160.301  (meters)     525.92   (feet)  ADJUSTED  
 GW0673  ___________________________________________________________________
 GW0673  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0673  DYNAMIC HT  -         160.185 (meters)     525.54  (feet)  COMP
 GW0673  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 GW0673
 GW0673  VERT ORDER  -  SECOND    CLASS 0
 GW0673
 GW0673.The horizontal coordinates were scaled from a topographic map and have
 GW0673.an estimated accuracy of +/- 6 seconds.
 GW0673
 GW0673.The orthometric height was determined by differential leveling
 GW0673.and adjusted by the National Geodetic Survey in June 1991..
 GW0673
 GW0673.The geoid height was determined by GEOID03.
 GW0673
 GW0673.The dynamic height is computed by dividing the NAVD 88
 GW0673.geopotential number by the normal gravity value computed on the
 GW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0673.degrees latitude (g = 980.6199 gals.).
 GW0673
 GW0673.The modeled gravity was interpolated from observed gravity values.
 GW0673
 GW0673;                    North         East    Units  Estimated Accuracy
 GW0673;SPC VA S     - 1,167,860.    3,473,890.      MT  (+/- 180 meters Scaled)
 GW0673
 GW0673                          SUPERSEDED SURVEY CONTROL
 GW0673
 GW0673  NGVD 29 (??/??/92)  160.484  (m)          526.52   (f) ADJ UNCH    2 0
 GW0673
 GW0673.Superseded values are not recommended for survey control.
 GW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0673.See file dsdata.txt to determine how the superseded data were derived.
 GW0673
 GW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB938909(NAD 83)
 GW0673_MARKER: DB = BENCH MARK DISK
 GW0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0673_STAMPING: A 147 1935
 GW0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0673+STABILITY: SURFACE MOTION
 GW0673
 GW0673  HISTORY     - Date     Condition        Report By
 GW0673  HISTORY     - 1935     MONUMENTED       CGS
 GW0673  HISTORY     - 1965     GOOD             NGS
 GW0673
 GW0673                          STATION DESCRIPTION
 GW0673
 GW0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0673'4.8 MI NW FROM ROCKFISH.
 GW0673'4.8 MILES NORTHWEST ALONG COUNTY ROAD 617 FROM THE SOUTHERN
 GW0673'RAILWAY STATION AT ROCKFISH, NELSON COUNTY, THENCE 450 FEET WEST
 GW0673'ALONG U.S. HIGHWAY 29, 400 FEET EAST OF A SMALL SERVICE STATION
 GW0673'100 YARDS WEST OF A BRIDGE OVER BUCK CREEK, 45 FEET SOUTHEAST OF
 GW0673'A SMALL WHITE FRAME HOUSE, 30 FEET NORTH OF THE CENTERLINE OF THE
 GW0673'HIGHWAY, 12 FEET NORTH OF A GUARD FENCE, AND 7 FEET WEST OF A ROCK
 GW0673'FRAGMENT.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 GW0673
 GW0673                          STATION RECOVERY (1965)
 GW0673
 GW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0699 ***********************************************************************
 GW0699  DESIGNATION -  A 148
 GW0699  PID         -  GW0699
 GW0699  STATE/COUNTY-  VA/NELSON
 GW0699  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0699
 GW0699                         *CURRENT SURVEY CONTROL
 GW0699  ___________________________________________________________________
 GW0699* NAD 83(1986)-  37 48 50.     (N)    078 52 52.     (W)     SCALED    
 GW0699* NAVD 88     -       264.233  (meters)     866.90   (feet)  ADJUSTED  
 GW0699  ___________________________________________________________________
 GW0699  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0699  DYNAMIC HT  -         264.037 (meters)     866.26  (feet)  COMP
 GW0699  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 GW0699
 GW0699  VERT ORDER  -  SECOND    CLASS 0
 GW0699
 GW0699.The horizontal coordinates were scaled from a topographic map and have
 GW0699.an estimated accuracy of +/- 6 seconds.
 GW0699
 GW0699.The orthometric height was determined by differential leveling
 GW0699.and adjusted by the National Geodetic Survey in June 1991..
 GW0699
 GW0699.The geoid height was determined by GEOID03.
 GW0699
 GW0699.The dynamic height is computed by dividing the NAVD 88
 GW0699.geopotential number by the normal gravity value computed on the
 GW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0699.degrees latitude (g = 980.6199 gals.).
 GW0699
 GW0699.The modeled gravity was interpolated from observed gravity values.
 GW0699
 GW0699;                    North         East    Units  Estimated Accuracy
 GW0699;SPC VA S     - 1,164,380.    3,466,440.      MT  (+/- 180 meters Scaled)
 GW0699
 GW0699                          SUPERSEDED SURVEY CONTROL
 GW0699
 GW0699  NGVD 29 (??/??/92)  264.424  (m)          867.53   (f) ADJ UNCH    2 0
 GW0699
 GW0699.Superseded values are not recommended for survey control.
 GW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0699.See file dsdata.txt to determine how the superseded data were derived.
 GW0699
 GW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB865872(NAD 83)
 GW0699_MARKER: DB = BENCH MARK DISK
 GW0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0699_STAMPING: A 148 1935
 GW0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0699+STABILITY: SURFACE MOTION
 GW0699
 GW0699  HISTORY     - Date     Condition        Report By
 GW0699  HISTORY     - 1935     MONUMENTED       CGS
 GW0699
 GW0699                          STATION DESCRIPTION
 GW0699
 GW0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0699'3 MI W FROM MINDUS.
 GW0699'3.0 MILES WEST ALONG COUNTY ROAD 623 FROM THE POST OFFICE AT
 GW0699'MINDUS, NELSON COUNTY, OPPOSITE A CURVE, 110 FEET SOUTH OF AN
 GW0699'OLD LOG SHED, 45 FEET NORTH OF A FENCE GATE TO AN APPLE ORCHARD,
 GW0699'36 FEET EAST OF A 4-FOOT BEECHNUT TREE ON THE TOP OF A GRANITE
 GW0699'OUTCROP, 22 FEET SOUTH OF DAVIS CREEK, 18 FEET EAST OF THE
 GW0699'CENTERLINE OF THE ROAD, AND AT THE FENCE.  A STANDARD DISK SET IN
 GW0699'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1582 ***********************************************************************
 GW1582  DESIGNATION -  A 15
 GW1582  PID         -  GW1582
 GW1582  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1582  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1582
 GW1582                         *CURRENT SURVEY CONTROL
 GW1582  ___________________________________________________________________
 GW1582* NAD 83(1986)-  37 36 12.     (N)    079 33 50.     (W)     SCALED    
 GW1582* NAVD 88     -       231.196  (meters)     758.52   (feet)  ADJUSTED  
 GW1582  ___________________________________________________________________
 GW1582  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW1582  DYNAMIC HT  -         231.015 (meters)     757.92  (feet)  COMP
 GW1582  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 GW1582
 GW1582  VERT ORDER  -  FIRST     CLASS II
 GW1582
 GW1582.The horizontal coordinates were scaled from a topographic map and have
 GW1582.an estimated accuracy of +/- 6 seconds.
 GW1582
 GW1582.The orthometric height was determined by differential leveling
 GW1582.and adjusted by the National Geodetic Survey in June 1991..
 GW1582
 GW1582.The geoid height was determined by GEOID03.
 GW1582
 GW1582.The dynamic height is computed by dividing the NAVD 88
 GW1582.geopotential number by the normal gravity value computed on the
 GW1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1582.degrees latitude (g = 980.6199 gals.).
 GW1582
 GW1582.The modeled gravity was interpolated from observed gravity values.
 GW1582
 GW1582;                    North         East    Units  Estimated Accuracy
 GW1582;SPC VA S     - 1,141,470.    3,406,060.      MT  (+/- 180 meters Scaled)
 GW1582
 GW1582                          SUPERSEDED SURVEY CONTROL
 GW1582
 GW1582  NGVD 29 (??/??/92)  231.408  (m)          759.21   (f) ADJ UNCH    1 2
 GW1582
 GW1582.Superseded values are not recommended for survey control.
 GW1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1582.See file dsdata.txt to determine how the superseded data were derived.
 GW1582
 GW1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB267627(NAD 83)
 GW1582_MARKER: DB = BENCH MARK DISK
 GW1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1582_STAMPING: 759.211 A 15 1928
 GW1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1582+STABILITY: SURFACE MOTION
 GW1582
 GW1582  HISTORY     - Date     Condition        Report By
 GW1582  HISTORY     - 1928     MONUMENTED       CGS
 GW1582  HISTORY     - 1961     MARK NOT FOUND   NGS
 GW1582
 GW1582                          STATION DESCRIPTION
 GW1582
 GW1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW1582'1.4 MI SW FROM GILMORE MILLS.
 GW1582'DESCRIPTION-- 1.4 MILES SOUTHWEST ALONG THE CHESAPEAKE AND
 GW1582'OHIO RAILWAY FROM THE STATION AT GILMORE MILLS, 0.5 MILE NORTHEAST
 GW1582'OF MILEPOST 183, 37 FEET SOUTH OF THE SOUTH END OF A HIGHWAY
 GW1582'CULVERT, 20.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GW1582'RAILROAD CULVERT, 41.5 FEET NORTH OF THE CENTERLINE OF THE MAIN
 GW1582'TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 GW1582'STAMPED 759.211 A 15 1928 AND SET IN THE TOP OF A CONCRETE POST
 GW1582'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0691 ***********************************************************************
 GW0691  DESIGNATION -  A 151
 GW0691  PID         -  GW0691
 GW0691  STATE/COUNTY-  VA/NELSON
 GW0691  USGS QUAD   -  SHIPMAN (1987)
 GW0691
 GW0691                         *CURRENT SURVEY CONTROL
 GW0691  ___________________________________________________________________
 GW0691* NAD 83(1986)-  37 42 37.     (N)    078 51 36.     (W)     SCALED    
 GW0691* NAVD 88     -       187.049  (meters)     613.68   (feet)  ADJUSTED  
 GW0691  ___________________________________________________________________
 GW0691  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW0691  DYNAMIC HT  -         186.912 (meters)     613.23  (feet)  COMP
 GW0691  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 GW0691
 GW0691  VERT ORDER  -  SECOND    CLASS 0
 GW0691
 GW0691.The horizontal coordinates were scaled from a topographic map and have
 GW0691.an estimated accuracy of +/- 6 seconds.
 GW0691
 GW0691.The orthometric height was determined by differential leveling
 GW0691.and adjusted by the National Geodetic Survey in June 1991..
 GW0691
 GW0691.The geoid height was determined by GEOID03.
 GW0691
 GW0691.The dynamic height is computed by dividing the NAVD 88
 GW0691.geopotential number by the normal gravity value computed on the
 GW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0691.degrees latitude (g = 980.6199 gals.).
 GW0691
 GW0691.The modeled gravity was interpolated from observed gravity values.
 GW0691
 GW0691;                    North         East    Units  Estimated Accuracy
 GW0691;SPC VA S     - 1,152,870.    3,468,260.      MT  (+/- 180 meters Scaled)
 GW0691
 GW0691                          SUPERSEDED SURVEY CONTROL
 GW0691
 GW0691  NGVD 29 (??/??/92)  187.237  (m)          614.29   (f) ADJ UNCH    2 0
 GW0691
 GW0691.Superseded values are not recommended for survey control.
 GW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0691.See file dsdata.txt to determine how the superseded data were derived.
 GW0691
 GW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB886758(NAD 83)
 GW0691_MARKER: DB = BENCH MARK DISK
 GW0691_SETTING: 66 = SET IN ROCK OUTCROP
 GW0691_SP_SET: ROCK OUTCROP
 GW0691_STAMPING: A 151 1935
 GW0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0691+STABILITY: POSITION/ELEVATION WELL
 GW0691
 GW0691  HISTORY     - Date     Condition        Report By
 GW0691  HISTORY     - 1935     MONUMENTED       CGS
 GW0691
 GW0691                          STATION DESCRIPTION
 GW0691
 GW0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0691'AT OAK RIDGE.
 GW0691'AT OAK RIDGE, NELSON COUNTY, 730 FEET NORTH OF THE SOUTHERN
 GW0691'RAILWAY PASSENGER STATION, 0.3 MILE NORTH OF MILEPOST 144, 150
 GW0691'YARDS SOUTH OF THE NORTH END OF A CUT, 120 YARDS SOUTH OF BLOCK
 GW0691'SIGNAL 143.7, 10 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 GW0691'TRACK, IN THE TOP OF A ROCK OUTCROP, 1-1/2 FEET HIGHER THAN THE
 GW0691'TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0991 ***********************************************************************
 GW0991  DESIGNATION -  A 152
 GW0991  PID         -  GW0991
 GW0991  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0991  USGS QUAD   -  BUENA VISTA (1984)
 GW0991
 GW0991                         *CURRENT SURVEY CONTROL
 GW0991  ___________________________________________________________________
 GW0991* NAD 83(1986)-  37 44 27.     (N)    079 18 08.     (W)     SCALED    
 GW0991* NAVD 88     -       699.127  (meters)    2293.72   (feet)  ADJUSTED  
 GW0991  ___________________________________________________________________
 GW0991  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0991  DYNAMIC HT  -         698.537 (meters)    2291.78  (feet)  COMP
 GW0991  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 GW0991
 GW0991  VERT ORDER  -  SECOND    CLASS 0
 GW0991
 GW0991.The horizontal coordinates were scaled from a topographic map and have
 GW0991.an estimated accuracy of +/- 6 seconds.
 GW0991
 GW0991.The orthometric height was determined by differential leveling
 GW0991.and adjusted by the National Geodetic Survey in June 1991..
 GW0991
 GW0991.The geoid height was determined by GEOID03.
 GW0991
 GW0991.The dynamic height is computed by dividing the NAVD 88
 GW0991.geopotential number by the normal gravity value computed on the
 GW0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0991.degrees latitude (g = 980.6199 gals.).
 GW0991
 GW0991.The modeled gravity was interpolated from observed gravity values.
 GW0991
 GW0991;                    North         East    Units  Estimated Accuracy
 GW0991;SPC VA S     - 1,156,500.    3,429,300.      MT  (+/- 180 meters Scaled)
 GW0991
 GW0991                          SUPERSEDED SURVEY CONTROL
 GW0991
 GW0991  NGVD 29 (??/??/92)  699.294  (m)         2294.27   (f) ADJ UNCH    2 0
 GW0991
 GW0991.Superseded values are not recommended for survey control.
 GW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0991.See file dsdata.txt to determine how the superseded data were derived.
 GW0991
 GW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB495784(NAD 83)
 GW0991_MARKER: DB = BENCH MARK DISK
 GW0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0991_STAMPING: A 152 1935
 GW0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0991+STABILITY: SURFACE MOTION
 GW0991
 GW0991  HISTORY     - Date     Condition        Report By
 GW0991  HISTORY     - 1935     MONUMENTED       CGS
 GW0991  HISTORY     - 1938     GOOD             NGS
 GW0991
 GW0991                          STATION DESCRIPTION
 GW0991
 GW0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0991'4.9 MI E FROM BUENA VISTA.
 GW0991'4.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM BUENA VISTA, ROCKBRIDGE
 GW0991'COUNTY, AT THE ROCKBRIDGE-AMHERST COUNTY LINE, AT A SUMMIT OF THE
 GW0991'BLUE RIDGE MOUNTAINS, AT A GRASS PLOT, 50 FEET NORTH OF THE
 GW0991'CENTERLINE OF THE HIGHWAY, AND 15 FEET SOUTH OF THE CENTERLINE
 GW0991'OF A ROAD LEADING NORTH ALONG A RIDGE.  A STANDARD DISK, STAMPED
 GW0991'A 152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0920 ***********************************************************************
 HW0920  DESIGNATION -  A 155
 HW0920  PID         -  HW0920
 HW0920  STATE/COUNTY-  VA/ALBEMARLE
 HW0920  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0920
 HW0920                         *CURRENT SURVEY CONTROL
 HW0920  ___________________________________________________________________
 HW0920* NAD 83(1986)-  38 03 55.     (N)    078 35 19.     (W)     SCALED    
 HW0920* NAVD 88     -       156.893  (meters)     514.74   (feet)  ADJUSTED  
 HW0920  ___________________________________________________________________
 HW0920  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HW0920  DYNAMIC HT  -         156.783 (meters)     514.38  (feet)  COMP
 HW0920  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 HW0920
 HW0920  VERT ORDER  -  SECOND    CLASS 0
 HW0920
 HW0920.The horizontal coordinates were scaled from a topographic map and have
 HW0920.an estimated accuracy of +/- 6 seconds.
 HW0920
 HW0920.The orthometric height was determined by differential leveling
 HW0920.and adjusted by the National Geodetic Survey in June 1991..
 HW0920
 HW0920.The geoid height was determined by GEOID03.
 HW0920
 HW0920.The dynamic height is computed by dividing the NAVD 88
 HW0920.geopotential number by the normal gravity value computed on the
 HW0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0920.degrees latitude (g = 980.6199 gals.).
 HW0920
 HW0920.The modeled gravity was interpolated from observed gravity values.
 HW0920
 HW0920;                    North         East    Units  Estimated Accuracy
 HW0920;SPC VA S     - 1,192,220.    3,492,220.      MT  (+/- 180 meters Scaled)
 HW0920
 HW0920                          SUPERSEDED SURVEY CONTROL
 HW0920
 HW0920  NGVD 29 (??/??/92)  157.131  (m)          515.52   (f) ADJ UNCH    2 0
 HW0920
 HW0920.Superseded values are not recommended for survey control.
 HW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0920.See file dsdata.txt to determine how the superseded data were derived.
 HW0920
 HW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC115158(NAD 83)
 HW0920_MARKER: DB = BENCH MARK DISK
 HW0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0920_STAMPING: A 155 1935
 HW0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0920+STABILITY: SURFACE MOTION
 HW0920
 HW0920  HISTORY     - Date     Condition        Report By
 HW0920  HISTORY     - 1935     MONUMENTED       CGS
 HW0920  HISTORY     - 1964     GOOD             NGS
 HW0920
 HW0920                          STATION DESCRIPTION
 HW0920
 HW0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0920'1.1 MI N FROM IVY.
 HW0920'1.1 MILES NORTH ALONG SECONDARY STATE HIGHWAY 678 FROM THE
 HW0920'CHESAPEAKE AND OHIO RAILWAY STATION AT IVY DEPOT, ALBEMARLE
 HW0920'COUNTY, 54 FEET SOUTH OF A CONCRETE BRIDGE, ON THE OUTSIDE OF A
 HW0920'CURVE, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HW0920'40 FEET EAST OF A GRANITE OUTCROP ON THE SOUTH SIDE OF THE
 HW0920'HIGHWAY.  A STANDARD DISK, STAMPED A 155 1935 AND SET IN THE
 HW0920'TOP OF A CONCRETE POST.  NOTE-- A STEEL WITNESS POST WAS SET 1
 HW0920'FOOT NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0520 ***********************************************************************
 HW0520  DESIGNATION -  A 156
 HW0520  PID         -  HW0520
 HW0520  STATE/COUNTY-  VA/ALBEMARLE
 HW0520  USGS QUAD   -  EARLYSVILLE (1984)
 HW0520
 HW0520                         *CURRENT SURVEY CONTROL
 HW0520  ___________________________________________________________________
 HW0520* NAD 83(1986)-  38 07 38.     (N)    078 25 05.     (W)     SCALED    
 HW0520* NAVD 88     -       162.427  (meters)     532.90   (feet)  ADJUSTED  
 HW0520  ___________________________________________________________________
 HW0520  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HW0520  DYNAMIC HT  -         162.313 (meters)     532.52  (feet)  COMP
 HW0520  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HW0520
 HW0520  VERT ORDER  -  SECOND    CLASS 0
 HW0520
 HW0520.The horizontal coordinates were scaled from a topographic map and have
 HW0520.an estimated accuracy of +/- 6 seconds.
 HW0520
 HW0520.The orthometric height was determined by differential leveling
 HW0520.and adjusted by the National Geodetic Survey in June 1991..
 HW0520
 HW0520.The geoid height was determined by GEOID03.
 HW0520
 HW0520.The dynamic height is computed by dividing the NAVD 88
 HW0520.geopotential number by the normal gravity value computed on the
 HW0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0520.degrees latitude (g = 980.6199 gals.).
 HW0520
 HW0520.The modeled gravity was interpolated from observed gravity values.
 HW0520
 HW0520;                    North         East    Units  Estimated Accuracy
 HW0520;SPC VA S     - 1,199,090.    3,507,190.      MT  (+/- 180 meters Scaled)
 HW0520
 HW0520                          SUPERSEDED SURVEY CONTROL
 HW0520
 HW0520  NGVD 29 (??/??/92)  162.659  (m)          533.66   (f) ADJ UNCH    2 0
 HW0520
 HW0520.Superseded values are not recommended for survey control.
 HW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0520.See file dsdata.txt to determine how the superseded data were derived.
 HW0520
 HW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC263230(NAD 83)
 HW0520_MARKER: DB = BENCH MARK DISK
 HW0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0520_STAMPING: A 156 1935
 HW0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0520+STABILITY: SURFACE MOTION
 HW0520
 HW0520  HISTORY     - Date     Condition        Report By
 HW0520  HISTORY     - 1935     MONUMENTED       CGS
 HW0520  HISTORY     - 1964     GOOD             NGS
 HW0520
 HW0520                          STATION DESCRIPTION
 HW0520
 HW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0520'1.7 MI N FROM PROFFIT.
 HW0520'1.7 MILES NORTH AND WEST ALONG SECONDARY STATE HIGHWAY 649 FROM
 HW0520'THE SOUTHERN RAILWAY STATION AT PROFFIT, ALBEMARLE COUNTY, 1.0
 HW0520'MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY 29, 120 FEET
 HW0520'SOUTH OF THE JUNCTION OF A ROAD LEADING TO A FARMHOUSE, 22
 HW0520'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET
 HW0520'SOUTHEAST OF THE NORTHWEST EDGE OF TIMBERLAND.  A STANDARD DISK,
 HW0520'STAMPED A 156 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0908 ***********************************************************************
 HW0908  DESIGNATION -  A 157 RESET 1936
 HW0908  PID         -  HW0908
 HW0908  STATE/COUNTY-  VA/ROCKINGHAM
 HW0908  USGS QUAD   -  HARRISONBURG (1989)
 HW0908
 HW0908                         *CURRENT SURVEY CONTROL
 HW0908  ___________________________________________________________________
 HW0908* NAD 83(1986)-  38 23 33.     (N)    078 48 38.     (W)     SCALED    
 HW0908* NAVD 88     -       382.65   (+/-2cm)    1255.4    (feet)  VERTCON   
 HW0908  ___________________________________________________________________
 HW0908  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0908
 HW0908  VERT ORDER  -  THIRD (See Below)
 HW0908
 HW0908.The horizontal coordinates were scaled from a topographic map and have
 HW0908.an estimated accuracy of +/- 6 seconds.
 HW0908
 HW0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0908.The vertical order pertains to the NGVD 29 superseded value.
 HW0908
 HW0908.The geoid height was determined by GEOID03.
 HW0908
 HW0908;                    North         East    Units  Estimated Accuracy
 HW0908;SPC VA N     - 2,080,610.    3,472,870.      MT  (+/- 180 meters Scaled)
 HW0908
 HW0908                          SUPERSEDED SURVEY CONTROL
 HW0908
 HW0908  NGVD 29 (03/21/06)  382.80   (m)         1255.9    (f) RESET       3  
 HW0908
 HW0908.Superseded values are not recommended for survey control.
 HW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0908.See file dsdata.txt to determine how the superseded data were derived.
 HW0908
 HW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC912516(NAD 83)
 HW0908_MARKER: DD = SURVEY DISK
 HW0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0908_STAMPING: A 157 RESET 1936
 HW0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0908+STABILITY: SURFACE MOTION
 HW0908
 HW0908  HISTORY     - Date     Condition        Report By
 HW0908  HISTORY     - 1936     MONUMENTED       VADH
 HW0908  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW0908
 HW0908                          STATION DESCRIPTION
 HW0908
 HW0908'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1936
 HW0908'0.7 MI SW FROM PENN LAIRD.
 HW0908'0.7 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM THE SCHOOL AT
 HW0908'PENN LAIRD, ROCKINGHAM COUNTY, AT THE CROSSING OF STATE HIGHWAY
 HW0908'4, ABOUT 125 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 4,
 HW0908'ABOUT 35 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 620.  A
 HW0908'STANDARD DISK, STAMPED A 157 RESET 1936 AND SET IN THE TOP OF A
 HW0908'CONCRETE POST.  (1,255.896 FEET.)
 HW0908
 HW0908                          STATION RECOVERY (1998)
 HW0908
 HW0908'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1749 ***********************************************************************
 HW1749  DESIGNATION -  A 159
 HW1749  PID         -  HW1749
 HW1749  STATE/COUNTY-  VA/AUGUSTA
 HW1749  USGS QUAD   -  GREENVILLE (1972)
 HW1749
 HW1749                         *CURRENT SURVEY CONTROL
 HW1749  ___________________________________________________________________
 HW1749* NAD 83(1986)-  38 03 07.     (N)    079 12 46.     (W)     SCALED    
 HW1749* NAVD 88     -       567.756  (meters)    1862.71   (feet)  ADJUSTED  
 HW1749  ___________________________________________________________________
 HW1749  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HW1749  DYNAMIC HT  -         567.308 (meters)    1861.24  (feet)  COMP
 HW1749  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HW1749
 HW1749  VERT ORDER  -  SECOND    CLASS 0
 HW1749
 HW1749.The horizontal coordinates were scaled from a topographic map and have
 HW1749.an estimated accuracy of +/- 6 seconds.
 HW1749
 HW1749.The orthometric height was determined by differential leveling
 HW1749.and adjusted by the National Geodetic Survey in June 1991..
 HW1749
 HW1749.The geoid height was determined by GEOID03.
 HW1749
 HW1749.The dynamic height is computed by dividing the NAVD 88
 HW1749.geopotential number by the normal gravity value computed on the
 HW1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1749.degrees latitude (g = 980.6199 gals.).
 HW1749
 HW1749.The modeled gravity was interpolated from observed gravity values.
 HW1749
 HW1749;                    North         East    Units  Estimated Accuracy
 HW1749;SPC VA N     - 2,043,010.    3,437,440.      MT  (+/- 180 meters Scaled)
 HW1749
 HW1749                          SUPERSEDED SURVEY CONTROL
 HW1749
 HW1749  NGVD 29 (??/??/92)  567.888  (m)         1863.15   (f) ADJ UNCH    2 0
 HW1749
 HW1749.Superseded values are not recommended for survey control.
 HW1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1749.See file dsdata.txt to determine how the superseded data were derived.
 HW1749
 HW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC568130(NAD 83)
 HW1749_MARKER: DB = BENCH MARK DISK
 HW1749_SETTING: 66 = SET IN ROCK OUTCROP
 HW1749_SP_SET: LIMESTONE OUTCROP
 HW1749_STAMPING: A 159 1935
 HW1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1749+STABILITY: POSITION/ELEVATION WELL
 HW1749
 HW1749  HISTORY     - Date     Condition        Report By
 HW1749  HISTORY     - 1935     MONUMENTED       CGS
 HW1749
 HW1749                          STATION DESCRIPTION
 HW1749
 HW1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1749'AT MIDDLEBROOK.
 HW1749'AT MIDDLEBROOK, AUGUSTA COUNTY, ON COUNTY ROAD 620, ABOUT 100
 HW1749'YARDS NORTH OF THE P.B. RUSMISELLE STORE AND POST OFFICE, ABOUT
 HW1749'1.3 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 292, AT
 HW1749'THE JUNCTION OF COUNTY ROAD 670, 36 FEET NORTHWEST OF THE CENTER
 HW1749'LINE OF COUNTY ROAD 620, 12 FEET NORTHEAST OF THE CENTER LINE OF
 HW1749'COUNTY ROAD 670, IN THE TOP OF A GRAY LIMESTONE OUTCROP, AND
 HW1749'ABOUT 2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 HW1749'A 159 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0582 ***********************************************************************
 GW0582  DESIGNATION -  A 16
 GW0582  PID         -  GW0582
 GW0582  STATE/COUNTY-  VA/NELSON
 GW0582  USGS QUAD   -  GLADSTONE (1987)
 GW0582
 GW0582                         *CURRENT SURVEY CONTROL
 GW0582  ___________________________________________________________________
 GW0582* NAD 83(1986)-  37 37 07.     (N)    078 49 26.     (W)     SCALED    
 GW0582* NAVD 88     -       113.389  (meters)     372.01   (feet)  ADJUSTED  
 GW0582  ___________________________________________________________________
 GW0582  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW0582  DYNAMIC HT  -         113.309 (meters)     371.75  (feet)  COMP
 GW0582  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 GW0582
 GW0582  VERT ORDER  -  FIRST     CLASS II
 GW0582
 GW0582.The horizontal coordinates were scaled from a topographic map and have
 GW0582.an estimated accuracy of +/- 6 seconds.
 GW0582
 GW0582.The orthometric height was determined by differential leveling
 GW0582.and adjusted by the National Geodetic Survey in June 1991..
 GW0582
 GW0582.The geoid height was determined by GEOID03.
 GW0582
 GW0582.The dynamic height is computed by dividing the NAVD 88
 GW0582.geopotential number by the normal gravity value computed on the
 GW0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0582.degrees latitude (g = 980.6199 gals.).
 GW0582
 GW0582.The modeled gravity was interpolated from observed gravity values.
 GW0582
 GW0582;                    North         East    Units  Estimated Accuracy
 GW0582;SPC VA S     - 1,142,680.    3,471,410.      MT  (+/- 180 meters Scaled)
 GW0582
 GW0582                          SUPERSEDED SURVEY CONTROL
 GW0582
 GW0582  NGVD 29 (??/??/92)  113.642  (m)          372.84   (f) ADJ UNCH    1 2
 GW0582
 GW0582.Superseded values are not recommended for survey control.
 GW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0582.See file dsdata.txt to determine how the superseded data were derived.
 GW0582
 GW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB920657(NAD 83)
 GW0582_MARKER: DB = BENCH MARK DISK
 GW0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0582_STAMPING: 372.827 A 16 1928
 GW0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0582+STABILITY: SURFACE MOTION
 GW0582
 GW0582  HISTORY     - Date     Condition        Report By
 GW0582  HISTORY     - 1928     MONUMENTED       CGS
 GW0582  HISTORY     - 1959     GOOD             NGS
 GW0582
 GW0582                          STATION DESCRIPTION
 GW0582
 GW0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW0582'AT BUFFALO STATION.
 GW0582'AT BUFFALO STATION, NELSON COUNTY, ON THE CHESAPEAKE AND OHIO
 GW0582'RAILWAY, 108 FEET NORTHWEST OF THE STATION, 35 FEET NORTHWEST
 GW0582'OF THE FREIGHT HOUSE, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GW0582'TRACK, 37 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND A SHORT
 GW0582'DRIVE NORTH, 20 FEET SOUTH OF A DOUBLE LOCUST TREE, AND ABOUT 3
 GW0582'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 372.827 A 16
 GW0582'1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 GW0582'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1773 ***********************************************************************
 HW1773  DESIGNATION -  A 160
 HW1773  PID         -  HW1773
 HW1773  STATE/COUNTY-  VA/AUGUSTA
 HW1773  USGS QUAD   -  AUGUSTA SPRINGS (1978)
 HW1773
 HW1773                         *CURRENT SURVEY CONTROL
 HW1773  ___________________________________________________________________
 HW1773* NAD 83(1986)-  38 05 36.     (N)    079 16 33.     (W)     SCALED    
 HW1773* NAVD 88     -       840.444  (meters)    2757.36   (feet)  ADJUSTED  
 HW1773  ___________________________________________________________________
 HW1773  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW1773  DYNAMIC HT  -         839.738 (meters)    2755.04  (feet)  COMP
 HW1773  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 HW1773
 HW1773  VERT ORDER  -  SECOND    CLASS 0
 HW1773
 HW1773.The horizontal coordinates were scaled from a topographic map and have
 HW1773.an estimated accuracy of +/- 6 seconds.
 HW1773
 HW1773.The orthometric height was determined by differential leveling
 HW1773.and adjusted by the National Geodetic Survey in June 1991..
 HW1773
 HW1773.The geoid height was determined by GEOID03.
 HW1773
 HW1773.The dynamic height is computed by dividing the NAVD 88
 HW1773.geopotential number by the normal gravity value computed on the
 HW1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1773.degrees latitude (g = 980.6199 gals.).
 HW1773
 HW1773.The modeled gravity was interpolated from observed gravity values.
 HW1773
 HW1773;                    North         East    Units  Estimated Accuracy
 HW1773;SPC VA N     - 2,047,650.    3,431,950.      MT  (+/- 180 meters Scaled)
 HW1773
 HW1773                          SUPERSEDED SURVEY CONTROL
 HW1773
 HW1773  NGVD 29 (??/??/92)  840.546  (m)         2757.69   (f) ADJ UNCH    2 0
 HW1773
 HW1773.Superseded values are not recommended for survey control.
 HW1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1773.See file dsdata.txt to determine how the superseded data were derived.
 HW1773
 HW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC511175(NAD 83)
 HW1773_MARKER: DB = BENCH MARK DISK
 HW1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1773_STAMPING: A 160 1935
 HW1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1773+STABILITY: SURFACE MOTION
 HW1773
 HW1773  HISTORY     - Date     Condition        Report By
 HW1773  HISTORY     - 1935     MONUMENTED       CGS
 HW1773
 HW1773                          STATION DESCRIPTION
 HW1773
 HW1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1773'0.9 MI SW FROM MIDDLEBROOK.
 HW1773'0.9 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1773'AT MIDDLEBROOK, AUGUSTA COUNTY, THENCE ABOUT 5.5 MILES NORTHWEST
 HW1773'ALONG COUNTY ROAD 603, ABOUT 2.8 MILES NORTHWEST OF THE CROSSING
 HW1773'OF STATE HIGHWAY 56, AT THE TOP OF POND GAP, ABOUT 100 YARDS
 HW1773'SOUTHWEST OF AN OLD ABANDONED HOUSE, 24 FEET NORTH OF THE CENTER
 HW1773'LINE OF THE ROAD, WEST OF A GATE, AND AT A FENCE CORNER.  A
 HW1773'STANDARD DISK, STAMPED A 160 1935 AND SET IN THE TOP OF A
 HW1773'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2440 ***********************************************************************
 GV2440  DESIGNATION -  A 17
 GV2440  PID         -  GV2440
 GV2440  STATE/COUNTY-  VA/GOOCHLAND
 GV2440  USGS QUAD   -  GOOCHLAND (1968)
 GV2440
 GV2440                         *CURRENT SURVEY CONTROL
 GV2440  ___________________________________________________________________
 GV2440* NAD 83(1986)-  37 40 36.     (N)    077 57 06.     (W)     SCALED    
 GV2440* NAVD 88     -        50.435  (meters)     165.47   (feet)  ADJUSTED  
 GV2440  ___________________________________________________________________
 GV2440  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GV2440  DYNAMIC HT  -          50.401 (meters)     165.36  (feet)  COMP
 GV2440  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 GV2440
 GV2440  VERT ORDER  -  FIRST     CLASS II
 GV2440
 GV2440.The horizontal coordinates were scaled from a topographic map and have
 GV2440.an estimated accuracy of +/- 6 seconds.
 GV2440
 GV2440.The orthometric height was determined by differential leveling
 GV2440.and adjusted by the National Geodetic Survey in June 1991..
 GV2440
 GV2440.The geoid height was determined by GEOID03.
 GV2440
 GV2440.The dynamic height is computed by dividing the NAVD 88
 GV2440.geopotential number by the normal gravity value computed on the
 GV2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2440.degrees latitude (g = 980.6199 gals.).
 GV2440
 GV2440.The modeled gravity was interpolated from observed gravity values.
 GV2440
 GV2440;                    North         East    Units  Estimated Accuracy
 GV2440;SPC VA S     - 1,149,220.    3,548,370.      MT  (+/- 180 meters Scaled)
 GV2440
 GV2440                          SUPERSEDED SURVEY CONTROL
 GV2440
 GV2440  NGVD 29 (??/??/??)   50.720  (m)          166.40   (f) ADJUSTED    1 2
 GV2440
 GV2440.Superseded values are not recommended for survey control.
 GV2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2440.See file dsdata.txt to determine how the superseded data were derived.
 GV2440
 GV2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG396740(NAD 83)
 GV2440_MARKER: DB = BENCH MARK DISK
 GV2440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2440_SP_SET: SEMAPHORE
 GV2440_STAMPING: 166.401 A 17 1929
 GV2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2440
 GV2440  HISTORY     - Date     Condition        Report By
 GV2440  HISTORY     - 1929     MONUMENTED       CGS
 GV2440  HISTORY     - 1960     GOOD             CGS
 GV2440  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2440  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2440  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2440
 GV2440                          STATION DESCRIPTION
 GV2440
 GV2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2440'2 MI S FROM IRWIN.
 GV2440'THE MARK IS ON BOLLING HALL FARM PROPERTY NEAR THE OLD RAILROAD
 GV2440'STATION SITE.  IT IS 40 FEET SOUTH WEST OF THE 6TH TELEPHONE
 GV2440'POLE NORTH OF SEMIFORE NO. 355, 25 FEET NORTH OF A JOG IN THE
 GV2440'FENCE, 20 FEET SOUTH OF A FENCE RUNNING WEST, 15 FEET WEST OF
 GV2440'THE RAILROAD FENCELINE AND 2 FEET WEST OF A CGS WITNESS SIGN.
 GV2440'TO REACH FROM IRWIN RAILROAD STATION, GO SOUTH ALONG THE WEST
 GV2440'SIDE OF THE TRACKS ALL THE WAY FOR 2.0 MILES TO A JOG IN THE
 GV2440'FENCE AND THE MARK.
 GV2440'NOTE--BOLLING HALL IS NOW ONLY A FARM NAME.
 GV2440
 GV2440                          STATION RECOVERY (1983)
 GV2440
 GV2440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2440'NOT SEARCHED FOR, THE MARK IS INACCESSIBLE AT THIS TIME.
 GV2440
 GV2440                          STATION RECOVERY (1998)
 GV2440
 GV2440'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2440'MARK NOT FOUND.
 GV2440
 GV2440                          STATION RECOVERY (2003)
 GV2440
 GV2440'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1175 ***********************************************************************
 HW1175  DESIGNATION -  A 170 RESET 1957
 HW1175  PID         -  HW1175
 HW1175  STATE/COUNTY-  VA/ROCKINGHAM
 HW1175  USGS QUAD   -  BERGTON (1994)
 HW1175
 HW1175                         *CURRENT SURVEY CONTROL
 HW1175  ___________________________________________________________________
 HW1175* NAD 83(1986)-  38 46 03.     (N)    078 56 27.     (W)     SCALED    
 HW1175* NAVD 88     -       430.80   (+/-2cm)    1413.4    (feet)  VERTCON   
 HW1175  ___________________________________________________________________
 HW1175  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HW1175
 HW1175  VERT ORDER  -  THIRD (See Below)
 HW1175
 HW1175.The horizontal coordinates were scaled from a topographic map and have
 HW1175.an estimated accuracy of +/- 6 seconds.
 HW1175
 HW1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1175.The vertical order pertains to the NGVD 29 superseded value.
 HW1175
 HW1175.The geoid height was determined by GEOID03.
 HW1175
 HW1175;                    North         East    Units  Estimated Accuracy
 HW1175;SPC VA N     - 2,122,280.    3,461,690.      MT  (+/- 180 meters Scaled)
 HW1175
 HW1175                          SUPERSEDED SURVEY CONTROL
 HW1175
 HW1175  NGVD 29 (03/21/06)  430.94   (m)         1413.8    (f) RESET       3  
 HW1175
 HW1175.Superseded values are not recommended for survey control.
 HW1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1175.See file dsdata.txt to determine how the superseded data were derived.
 HW1175
 HW1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC788929(NAD 83)
 HW1175_MARKER: DB = BENCH MARK DISK
 HW1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1175_SP_SET: BRIDGE
 HW1175_STAMPING: A 170 RESET 1957
 HW1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1175
 HW1175  HISTORY     - Date     Condition        Report By
 HW1175  HISTORY     - 1957     MONUMENTED       VADH
 HW1175  HISTORY     - 1958     GOOD             NGS
 HW1175
 HW1175                          STATION DESCRIPTION
 HW1175
 HW1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1175'AT BERGTON.
 HW1175'AT BERGTON, ON SECONDARY STATE HIGHWAY 820, IN SOUTHEAST CORNER
 HW1175'OF CONCRETE BRIDGE, 15 FEET SOUTH OF THE CENTERLINE OF THE
 HW1175'HIGHWAY, AND SET IN BRIDGE SEAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0875 ***********************************************************************
 GW0875  DESIGNATION -  A 18
 GW0875  PID         -  GW0875
 GW0875  STATE/COUNTY-  VA/C OF BUENA VISTA
 GW0875  USGS QUAD   -  BUENA VISTA (1984)
 GW0875
 GW0875                         *CURRENT SURVEY CONTROL
 GW0875  ___________________________________________________________________
 GW0875* NAD 83(1986)-  37 43 27.     (N)    079 22 00.     (W)     SCALED    
 GW0875* NAVD 88     -       249.843  (meters)     819.69   (feet)  ADJUSTED  
 GW0875  ___________________________________________________________________
 GW0875  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW0875  DYNAMIC HT  -         249.648 (meters)     819.05  (feet)  COMP
 GW0875  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 GW0875
 GW0875  VERT ORDER  -  FIRST     CLASS II
 GW0875
 GW0875.The horizontal coordinates were scaled from a topographic map and have
 GW0875.an estimated accuracy of +/- 6 seconds.
 GW0875
 GW0875.The orthometric height was determined by differential leveling
 GW0875.and adjusted by the National Geodetic Survey in June 1991..
 GW0875
 GW0875.The geoid height was determined by GEOID03.
 GW0875
 GW0875.The dynamic height is computed by dividing the NAVD 88
 GW0875.geopotential number by the normal gravity value computed on the
 GW0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0875.degrees latitude (g = 980.6199 gals.).
 GW0875
 GW0875.The modeled gravity was interpolated from observed gravity values.
 GW0875
 GW0875;                    North         East    Units  Estimated Accuracy
 GW0875;SPC VA S     - 1,154,700.    3,423,600.      MT  (+/- 180 meters Scaled)
 GW0875
 GW0875                          SUPERSEDED SURVEY CONTROL
 GW0875
 GW0875  NGVD 29 (??/??/92)  250.039  (m)          820.34   (f) ADJ UNCH    1 2
 GW0875
 GW0875.Superseded values are not recommended for survey control.
 GW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0875.See file dsdata.txt to determine how the superseded data were derived.
 GW0875
 GW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB439764(NAD 83)
 GW0875_MARKER: DB = BENCH MARK DISK
 GW0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0875_STAMPING: 820.336 A 18 1929
 GW0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0875+STABILITY: SURFACE MOTION
 GW0875
 GW0875  HISTORY     - Date     Condition        Report By
 GW0875  HISTORY     - 1929     MONUMENTED       CGS
 GW0875  HISTORY     - 1938     GOOD             NGS
 GW0875
 GW0875                          STATION DESCRIPTION
 GW0875
 GW0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0875'1 MI S FROM BUENA VISTA.
 GW0875'ABOUT 1.0 SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0875'STATION AT BUENA VISTA, ROCKBRIDGE COUNTY, ABOUT 0.6 MILE NORTHEAST
 GW0875'OF THE TELEGRAPH OFFICE AT LOCH LAIRD, 427 FEET SOUTHWEST OF
 GW0875'MILEPOST 10, 242 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 GW0875'18 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, IN LINE
 GW0875'WITH A ROW OF POLES, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A
 GW0875'STANDARD DISK, STAMPED 820.336 A 18 1929 AND SET IN THE TOP OF A
 GW0875'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  (250.039
 GW0875'METERS OR 820.336 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0275 ***********************************************************************
 GA0275  DESIGNATION -  A 185
 GA0275  PID         -  GA0275
 GA0275  STATE/COUNTY-  VA/SCOTT
 GA0275  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0275
 GA0275                         *CURRENT SURVEY CONTROL
 GA0275  ___________________________________________________________________
 GA0275* NAD 83(1986)-  36 36 08.     (N)    082 22 23.     (W)     SCALED    
 GA0275* NAVD 88     -       514.072  (meters)    1686.58   (feet)  ADJUSTED  
 GA0275  ___________________________________________________________________
 GA0275  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GA0275  DYNAMIC HT  -         513.602 (meters)    1685.04  (feet)  COMP
 GA0275  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 GA0275
 GA0275  VERT ORDER  -  SECOND    CLASS 0
 GA0275
 GA0275.The horizontal coordinates were scaled from a topographic map and have
 GA0275.an estimated accuracy of +/- 6 seconds.
 GA0275
 GA0275.The orthometric height was determined by differential leveling
 GA0275.and adjusted by the National Geodetic Survey in June 1991..
 GA0275
 GA0275.The geoid height was determined by GEOID03.
 GA0275
 GA0275.The dynamic height is computed by dividing the NAVD 88
 GA0275.geopotential number by the normal gravity value computed on the
 GA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0275.degrees latitude (g = 980.6199 gals.).
 GA0275
 GA0275.The modeled gravity was interpolated from observed gravity values.
 GA0275
 GA0275;                    North         East    Units  Estimated Accuracy
 GA0275;SPC VA S     - 1,036,950.    3,153,550.      MT  (+/- 180 meters Scaled)
 GA0275
 GA0275                          SUPERSEDED SURVEY CONTROL
 GA0275
 GA0275  NGVD 29 (??/??/92)  514.221  (m)         1687.07   (f) ADJ UNCH    2 0
 GA0275
 GA0275.Superseded values are not recommended for survey control.
 GA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0275.See file dsdata.txt to determine how the superseded data were derived.
 GA0275
 GA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA771516(NAD 83)
 GA0275_MARKER: DB = BENCH MARK DISK
 GA0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0275_STAMPING: A 185 1935
 GA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0275+STABILITY: SURFACE MOTION
 GA0275
 GA0275  HISTORY     - Date     Condition        Report By
 GA0275  HISTORY     - 1935     MONUMENTED       CGS
 GA0275  HISTORY     - 1964     GOOD             TVA
 GA0275
 GA0275                          STATION DESCRIPTION
 GA0275
 GA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0275'2 MI N FROM MILL POINT.
 GA0275'IN SCOTT COUNTY, VIRGINIA, 2.0 MILES NORTH ALONG A SULLIVAN
 GA0275'COUNTY ROAD FROM THE POST OFFICE AT MILL POINT, SULLIVAN COUNTY,
 GA0275'TENNESSEE, THENCE 0.5 MILE NORTH ALONG SCOTT COUNTY HIGHWAY 695,
 GA0275'140 YARDS NORTH OF THE DAVIS WILSON RESIDENCE, 18 FEET EAST OF
 GA0275'THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST OF A LARGE
 GA0275'OAK TREE, AND 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GA0275'STAMPED A 185 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0275
 GA0275                          STATION RECOVERY (1964)
 GA0275
 GA0275'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1216 ***********************************************************************
 FZ1216  DESIGNATION -  A 186
 FZ1216  PID         -  FZ1216
 FZ1216  STATE/COUNTY-  VA/WASHINGTON
 FZ1216  USGS QUAD   -  DAMASCUS (1969)
 FZ1216
 FZ1216                         *CURRENT SURVEY CONTROL
 FZ1216  ___________________________________________________________________
 FZ1216* NAD 83(1986)-  36 40 51.     (N)    081 50 55.     (W)     SCALED    
 FZ1216* NAVD 88     -       580.058  (meters)    1903.07   (feet)  ADJUSTED  
 FZ1216  ___________________________________________________________________
 FZ1216  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1216  DYNAMIC HT  -         579.525 (meters)    1901.32  (feet)  COMP
 FZ1216  MODELED GRAV-     979,693.0   (mgal)                       NAVD 88
 FZ1216
 FZ1216  VERT ORDER  -  SECOND    CLASS 0
 FZ1216
 FZ1216.The horizontal coordinates were scaled from a topographic map and have
 FZ1216.an estimated accuracy of +/- 6 seconds.
 FZ1216
 FZ1216.The orthometric height was determined by differential leveling
 FZ1216.and adjusted by the National Geodetic Survey in June 1991..
 FZ1216
 FZ1216.The geoid height was determined by GEOID03.
 FZ1216
 FZ1216.The dynamic height is computed by dividing the NAVD 88
 FZ1216.geopotential number by the normal gravity value computed on the
 FZ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1216.degrees latitude (g = 980.6199 gals.).
 FZ1216
 FZ1216.The modeled gravity was interpolated from observed gravity values.
 FZ1216
 FZ1216;                    North         East    Units  Estimated Accuracy
 FZ1216;SPC VA S     - 1,043,870.    3,200,750.      MT  (+/- 180 meters Scaled)
 FZ1216
 FZ1216                          SUPERSEDED SURVEY CONTROL
 FZ1216
 FZ1216  NGVD 29 (??/??/92)  580.149  (m)         1903.37   (f) ADJ UNCH    2 0
 FZ1216
 FZ1216.Superseded values are not recommended for survey control.
 FZ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1216.See file dsdata.txt to determine how the superseded data were derived.
 FZ1216
 FZ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA241598(NAD 83)
 FZ1216_MARKER: DB = BENCH MARK DISK
 FZ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1216_STAMPING: A 186 1935
 FZ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1216+STABILITY: SURFACE MOTION
 FZ1216
 FZ1216  HISTORY     - Date     Condition        Report By
 FZ1216  HISTORY     - 1935     MONUMENTED       CGS
 FZ1216
 FZ1216                          STATION DESCRIPTION
 FZ1216
 FZ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1216'4 MI NE FROM ALVARADO.
 FZ1216'ON COUNTY ROAD NO. 710, 0.9 MILE NORTHEAST OF JUNCTION WITH U.S.
 FZ1216'HIGHWAY 58, 25 YARDS NORTH OF HOME OF E.P. HACKLEY, 10 FEET NORTH
 FZ1216'OF CENTER LINE OF ROAD, 3 FEET NORTH OF NORTHEAST CORNER OF
 FZ1216'GARAGE, LEVEL WITH ROAD SURFACE, ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0582 ***********************************************************************
 HW0582  DESIGNATION -  A 187
 HW0582  PID         -  HW0582
 HW0582  STATE/COUNTY-  VA/MADISON
 HW0582  USGS QUAD   -  ROCHELLE (1987)
 HW0582
 HW0582                         *CURRENT SURVEY CONTROL
 HW0582  ___________________________________________________________________
 HW0582* NAD 83(1986)-  38 17 44.     (N)    078 20 31.     (W)     SCALED    
 HW0582* NAVD 88     -       156.437  (meters)     513.24   (feet)  ADJUSTED  
 HW0582  ___________________________________________________________________
 HW0582  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0582  DYNAMIC HT  -         156.330 (meters)     512.89  (feet)  COMP
 HW0582  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 HW0582
 HW0582  VERT ORDER  -  SECOND    CLASS 0
 HW0582
 HW0582.The horizontal coordinates were scaled from a topographic map and have
 HW0582.an estimated accuracy of +/- 6 seconds.
 HW0582
 HW0582.The orthometric height was determined by differential leveling
 HW0582.and adjusted by the National Geodetic Survey in June 1991..
 HW0582
 HW0582.The geoid height was determined by GEOID03.
 HW0582
 HW0582.The dynamic height is computed by dividing the NAVD 88
 HW0582.geopotential number by the normal gravity value computed on the
 HW0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0582.degrees latitude (g = 980.6199 gals.).
 HW0582
 HW0582.The modeled gravity was interpolated from observed gravity values.
 HW0582
 HW0582;                    North         East    Units  Estimated Accuracy
 HW0582;SPC VA N     - 2,069,820.    3,513,830.      MT  (+/- 180 meters Scaled)
 HW0582
 HW0582                          SUPERSEDED SURVEY CONTROL
 HW0582
 HW0582  NGVD 29 (??/??/92)  156.640  (m)          513.91   (f) ADJ UNCH    2 0
 HW0582
 HW0582.Superseded values are not recommended for survey control.
 HW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0582.See file dsdata.txt to determine how the superseded data were derived.
 HW0582
 HW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC324419(NAD 83)
 HW0582_MARKER: DB = BENCH MARK DISK
 HW0582_SETTING: 80 = SET IN A BOULDER
 HW0582_STAMPING: A 187 1935
 HW0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0582+STABILITY: SURFACE MOTION
 HW0582
 HW0582  HISTORY     - Date     Condition        Report By
 HW0582  HISTORY     - 1935     MONUMENTED       CGS
 HW0582
 HW0582                          STATION DESCRIPTION
 HW0582
 HW0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0582'4.5 MI NW FROM DAWSONVILLE.
 HW0582'IN MADISON COUNTY, ABOUT 4.5 MILES NORTHWEST ALONG COUNTY ROAD
 HW0582'609 AND U.S. HIGHWAY 29 FROM DAWSONVILLE, GREENE COUNTY, ABOUT
 HW0582'0.9 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROAD 621, SOUTH OF
 HW0582'THE ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED
 HW0582'A 187 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1739 ***********************************************************************
 HW1739  DESIGNATION -  A 19
 HW1739  PID         -  HW1739
 HW1739  STATE/COUNTY-  VA/AUGUSTA
 HW1739  USGS QUAD   -  STAUNTON (1986)
 HW1739
 HW1739                         *CURRENT SURVEY CONTROL
 HW1739  ___________________________________________________________________
 HW1739* NAD 83(1986)-  38 09 04.     (N)    079 03 32.     (W)     SCALED    
 HW1739* NAVD 88     -       404.973  (meters)    1328.65   (feet)  ADJUSTED  
 HW1739  ___________________________________________________________________
 HW1739  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HW1739  DYNAMIC HT  -         404.668 (meters)    1327.65  (feet)  COMP
 HW1739  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 HW1739
 HW1739  VERT ORDER  -  FIRST     CLASS II
 HW1739
 HW1739.The horizontal coordinates were scaled from a topographic map and have
 HW1739.an estimated accuracy of +/- 6 seconds.
 HW1739
 HW1739.The orthometric height was determined by differential leveling
 HW1739.and adjusted by the National Geodetic Survey in June 1991..
 HW1739
 HW1739.The geoid height was determined by GEOID03.
 HW1739
 HW1739.The dynamic height is computed by dividing the NAVD 88
 HW1739.geopotential number by the normal gravity value computed on the
 HW1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1739.degrees latitude (g = 980.6199 gals.).
 HW1739
 HW1739.The modeled gravity was interpolated from observed gravity values.
 HW1739
 HW1739;                    North         East    Units  Estimated Accuracy
 HW1739;SPC VA N     - 2,053,920.    3,451,010.      MT  (+/- 180 meters Scaled)
 HW1739
 HW1739                          SUPERSEDED SURVEY CONTROL
 HW1739
 HW1739  NGVD 29 (??/??/92)  405.113  (m)         1329.11   (f) ADJ UNCH    1 2
 HW1739
 HW1739.Superseded values are not recommended for survey control.
 HW1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1739.See file dsdata.txt to determine how the superseded data were derived.
 HW1739
 HW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC700243(NAD 83)
 HW1739_MARKER: DB = BENCH MARK DISK
 HW1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1739_SP_SET: BRIDGE
 HW1739_STAMPING: A 19 1929 1329.108
 HW1739_MARK LOGO: CGS   
 HW1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1739
 HW1739  HISTORY     - Date     Condition        Report By
 HW1739  HISTORY     - 1929     MONUMENTED       CGS
 HW1739  HISTORY     - 1958     GOOD             NGS
 HW1739  HISTORY     - 1975     GOOD             NGS
 HW1739  HISTORY     - 1984     GOOD             NGS
 HW1739
 HW1739                          STATION DESCRIPTION
 HW1739
 HW1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1739'0.6 MI N FROM STAUNTON.
 HW1739'0.6 MILE NORTH ALONG U.S. HIGHWAY 11 (BY-PASS) FROM THE
 HW1739'CHESAPEAKE WESTERN RAILWAY STATION AT STAUNTON, ALONG THE
 HW1739'CHESAPEAKE WESTERN RAILWAY, ON TOP OF THE EAST END OF THE NORTH
 HW1739'BRIDGE SEAT OF THE BRIDGE OVER LEWIS CREEK AND STATE ROUTE
 HW1739'NO. 254, 14 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF THE EAST
 HW1739'END OF THE BRIDGE SEAT AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 HW1739'TRACK.
 HW1739
 HW1739                          STATION RECOVERY (1975)
 HW1739
 HW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW1739'RECOVERED IN GOOD CONDITION.
 HW1739
 HW1739                          STATION RECOVERY (1984)
 HW1739
 HW1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1739'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 HW1739'THAT STATE ROAD 254 HAS BEEN MOVED 0.2 KM (0.1 MI) NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5016 ***********************************************************************
 HV5016  DESIGNATION -  A 1926
 HV5016  PID         -  HV5016
 HV5016  STATE/COUNTY-  VA/FAIRFAX
 HV5016  USGS QUAD   -  FORT BELVOIR (1983)
 HV5016
 HV5016                         *CURRENT SURVEY CONTROL
 HV5016  ___________________________________________________________________
 HV5016* NAD 83(1993)-  38 39 46.80960(N)    077 08 58.35175(W)     ADJUSTED  
 HV5016* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5016  ___________________________________________________________________
 HV5016  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 HV5016  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV5016
 HV5016  HORZ ORDER  -  THIRD
 HV5016
 HV5016.The horizontal coordinates were established by classical geodetic methods
 HV5016.and adjusted by the National Geodetic Survey in November 1994..
 HV5016
 HV5016.The orthometric height was scaled from a topographic map.
 HV5016
 HV5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5016
 HV5016.The geoid height was determined by GEOID03.
 HV5016
 HV5016;                    North         East     Units Scale Factor Converg.
 HV5016;SPC VA N     - 2,111,456.461 3,617,527.936   MT  0.99994870   +0 50 34.2
 HV5016;SPC VA N     - 6,927,336.74 11,868,506.24   sFT  0.99994870   +0 50 34.2
 HV5016;SPC MD       -   110,607.841   386,985.046   MT  0.99995671   -0 05 37.9
 HV5016;SPC MD       -   362,885.89  1,269,633.44   sFT  0.99995671   -0 05 37.9
 HV5016;UTM  18      - 4,281,573.001   312,977.945   MT  1.00003074   -1 20 35.8
 HV5016
 HV5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5016!SPC VA N     -   1.00000512  x   0.99994870  =   0.99995382
 HV5016!SPC MD       -   1.00000512  x   0.99995671  =   0.99996183
 HV5016!UTM  18      -   1.00000512  x   1.00003074  =   1.00003586
 HV5016
 HV5016                          SUPERSEDED SURVEY CONTROL
 HV5016
 HV5016  NAD 83(1993)-  38 39 46.80736(N)    077 08 58.35502(W) AD(       ) 3
 HV5016  NAD 83(1986)-  38 39 46.80724(N)    077 08 58.36475(W) AD(       ) 3
 HV5016  NAD 27      -  38 39 46.38400(N)    077 08 59.44100(W) AD(       ) 3
 HV5016
 HV5016.Superseded values are not recommended for survey control.
 HV5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5016.See file dsdata.txt to determine how the superseded data were derived.
 HV5016
 HV5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1297881573(NAD 83)
 HV5016
 HV5016  HISTORY     - Date     Condition        Report By
 HV5016  HISTORY     - 1926     FIRST OBSERVED   CGS
 HV5016  HISTORY     - 19991115 GOOD             USPSQD
 HV5016
 HV5016                          STATION DESCRIPTION
 HV5016
 HV5016'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (FLP)
 HV5016'TRIANGULATION STATION A (APE) IS AN INTERSECTION STATION
 HV5016'OF THE FOURTH ORDER, AND IS SITUATED ON THE SOUTHWESTERN
 HV5016'SHORE OF THE POTOMAC RIVER, AND OF THE COVE, ABOUT 3800
 HV5016'YARDS (328 DEG T.) FROM HALLOWING POINT, AT A POINT ON THE
 HV5016'SHORE WHERE A SMALL PRIVATE WATERWAY CUTS THROUGH THE BLUFF.
 HV5016'THE STATION IS THE CENTER POLE OF A UNITED STATES ENGINEERS
 HV5016'SIGNAL, LEGS SET IN CONCRETE BLOCKS.  THERE IS NO STATION
 HV5016'MARK UNDER THE SIGNAL.
 HV5016
 HV5016                          STATION RECOVERY (1999)
 HV5016
 HV5016'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3168 ***********************************************************************
 FX3168  DESIGNATION -  A 1969
 FX3168  PID         -  FX3168
 FX3168  STATE/COUNTY-  VA/C OF NORFOLK
 FX3168  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3168
 FX3168                         *CURRENT SURVEY CONTROL
 FX3168  ___________________________________________________________________
 FX3168* NAD 83(1993)-  36 56 41.07007(N)    076 17 01.01632(W)     ADJUSTED  
 FX3168* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3168  ___________________________________________________________________
 FX3168  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FX3168  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX3168
 FX3168  HORZ ORDER  -  THIRD
 FX3168
 FX3168.The horizontal coordinates were established by classical geodetic methods
 FX3168.and adjusted by the National Geodetic Survey in September 1995..
 FX3168
 FX3168.The orthometric height was scaled from a topographic map.
 FX3168
 FX3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3168
 FX3168.The geoid height was determined by GEOID03.
 FX3168
 FX3168;                    North         East     Units Scale Factor Converg.
 FX3168;SPC VA S     - 1,070,167.989 3,697,403.174   MT  0.99997245   +1 20 42.6
 FX3168;SPC VA S     - 3,511,042.81 12,130,563.58   sFT  0.99997245   +1 20 42.6
 FX3168;UTM  18      - 4,089,512.011   385,703.654   MT  0.99976093   -0 46 17.7
 FX3168
 FX3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3168!SPC VA S     -   1.00000521  x   0.99997245  =   0.99997766
 FX3168!UTM  18      -   1.00000521  x   0.99976093  =   0.99976614
 FX3168
 FX3168|---------------------------------------------------------------------|
 FX3168| PID    Reference Object                     Distance      Geod. Az  |
 FX3168|                                                           dddmmss.s |
 FX3168| FX3169 A 1969 AZ MK                        337.724 METERS 12753     |
 FX3168|---------------------------------------------------------------------|
 FX3168
 FX3168                          SUPERSEDED SURVEY CONTROL
 FX3168
 FX3168  NAD 83(1986)-  36 56 41.07552(N)    076 17 01.05271(W) AD(       ) 3
 FX3168  NAD 27      -  36 56 40.54149(N)    076 17 02.26679(W) AD(       ) 3
 FX3168
 FX3168.Superseded values are not recommended for survey control.
 FX3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3168.See file dsdata.txt to determine how the superseded data were derived.
 FX3168
 FX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8570489512(NAD 83)
 FX3168_MARKER: DS = TRIANGULATION STATION DISK
 FX3168_SETTING: 0 = UNSPECIFIED SETTING
 FX3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3168
 FX3168  HISTORY     - Date     Condition        Report By
 FX3168  HISTORY     - 1969     MONUMENTED       CGS
 FX3168  HISTORY     - 19971108 MARK NOT FOUND   USPSQD
 FX3168  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 FX3168
 FX3168                          STATION DESCRIPTION
 FX3168
 FX3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FX3168'STATION IS LOCATED AT THE NORFOLK NAVAL AIR STATION AT THE
 FX3168'SOUTH SIDE OF BUILDING SP-312.  STATION MARK IS A STANDARD
 FX3168'DISK CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE LANDING
 FX3168'AT THE DOUBLE EXIT DOOR OF THE ELECTRONICS SHOP.  DISK IS
 FX3168'STAMPED A 1969.
 FX3168'
 FX3168'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 FX3168'FENCE AROUND TENNIS COURT, 8.5 FEET WEST OF FENCE AROUND
 FX3168'TENNIS COURT AND 4.5 FEET WEST OF A LARGE SHRUB WHICH IS
 FX3168'THE SECOND SHRUB SOUTH FROM THE NORTHWEST CORNER OF FENCE.
 FX3168'THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT,
 FX3168'FLUSH WITH THE GROUND AND THE DISK IS STAMPED A 1969.
 FX3168
 FX3168                          STATION RECOVERY (1997)
 FX3168
 FX3168'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX3168'MARK NOT FOUND.
 FX3168
 FX3168                          STATION RECOVERY (2001)
 FX3168
 FX3168'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX3168'THERE ARE NO STAIRWAYS, DOORS OR LANDINGS ON THE SOUTH FACE OF THIS
 FX3168'BUILDING.  CHECKED THE ENTIRE BUILDING, AND NO MARK WAS FOUND. THE
 FX3168'BUILDING NUMBER MAY BE IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3169 ***********************************************************************
 FX3169  DESIGNATION -  A 1969 AZ MK
 FX3169  PID         -  FX3169
 FX3169  STATE/COUNTY-  VA/C OF NORFOLK
 FX3169  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3169
 FX3169                         *CURRENT SURVEY CONTROL
 FX3169  ___________________________________________________________________
 FX3169* NAD 83(1993)-  36 56 34.34235(N)    076 16 50.24416(W)     ADJUSTED  
 FX3169* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3169  ___________________________________________________________________
 FX3169  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FX3169  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 FX3169
 FX3169  HORZ ORDER  -  THIRD
 FX3169
 FX3169.The horizontal coordinates were established by classical geodetic methods
 FX3169.and adjusted by the National Geodetic Survey in September 1995..
 FX3169
 FX3169.The orthometric height was scaled from a topographic map.
 FX3169
 FX3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3169
 FX3169.The geoid height was determined by GEOID03.
 FX3169
 FX3169;                    North         East     Units Scale Factor Converg.
 FX3169;SPC VA S     - 1,069,966.919 3,697,674.507   MT  0.99997269   +1 20 49.2
 FX3169;SPC VA S     - 3,510,383.13 12,131,453.78   sFT  0.99997269   +1 20 49.2
 FX3169;UTM  18      - 4,089,301.101   385,967.320   MT  0.99976019   -0 46 11.1
 FX3169
 FX3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3169!SPC VA S     -   1.00000521  x   0.99997269  =   0.99997790
 FX3169!UTM  18      -   1.00000521  x   0.99976019  =   0.99976540
 FX3169
 FX3169|---------------------------------------------------------------------|
 FX3169| PID    Reference Object                     Distance      Geod. Az  |
 FX3169|                                                           dddmmss.s |
 FX3169| FX3168 A 1969                              337.724 METERS 30753     |
 FX3169|---------------------------------------------------------------------|
 FX3169
 FX3169                          SUPERSEDED SURVEY CONTROL
 FX3169
 FX3169  NAD 83(1986)-  36 56 34.34790(N)    076 16 50.28057(W) AD(       ) 3
 FX3169  NAD 27      -  36 56 33.81316(N)    076 16 51.49388(W) AD(       ) 3
 FX3169
 FX3169.Superseded values are not recommended for survey control.
 FX3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3169.See file dsdata.txt to determine how the superseded data were derived.
 FX3169
 FX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8596789301(NAD 83)
 FX3169_MARKER: DZ = AZIMUTH MARK DISK
 FX3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3169+STABILITY: SURFACE MOTION
 FX3169
 FX3169  HISTORY     - Date     Condition        Report By
 FX3169  HISTORY     - 1969     MONUMENTED       CGS
 FX3169  HISTORY     - 19971108 GOOD             USPSQD
 FX3169
 FX3169                          STATION DESCRIPTION
 FX3169
 FX3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FX3169'STATION IS LOCATED AT THE U.S. NAVAL AIR STATION IN NORFOLK
 FX3169'IN AN OPEN FIELD JUST TO THE WEST OF TENNIS COURTS IN OFFICERS
 FX3169'QUARTERS SECTION.  STATION IS 20 FEET SOUTHWEST OF THE NORTHWEST
 FX3169'CORNER OF FENCE AROUND TENNIS COURT, 9 FEET WEST OF FENCE
 FX3169'AROUND TENNIS COURT AND 4.5 FEET WEST OF A LARGE SHRUB.  THE
 FX3169'MARK IS A STANDARD AZIMUTH MARK DISK SET FLUSH IN A CONCRETE
 FX3169'MONUMENT ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX3169'A 1969.
 FX3169'
 FX3169'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX3169
 FX3169                          STATION RECOVERY (1997)
 FX3169
 FX3169'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX3169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1378 ***********************************************************************
 HW1378  DESIGNATION -  A 20
 HW1378  PID         -  HW1378
 HW1378  STATE/COUNTY-  VA/SHENANDOAH
 HW1378  USGS QUAD   -  NEW MARKET (1994)
 HW1378
 HW1378                         *CURRENT SURVEY CONTROL
 HW1378  ___________________________________________________________________
 HW1378* NAD 83(1986)-  38 42 48.     (N)    078 40 00.     (W)     SCALED    
 HW1378* NAVD 88     -       286.278  (meters)     939.23   (feet)  ADJUSTED  
 HW1378  ___________________________________________________________________
 HW1378  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 HW1378  DYNAMIC HT  -         286.083 (meters)     938.59  (feet)  COMP
 HW1378  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HW1378
 HW1378  VERT ORDER  -  FIRST     CLASS II
 HW1378
 HW1378.The horizontal coordinates were scaled from a topographic map and have
 HW1378.an estimated accuracy of +/- 6 seconds.
 HW1378
 HW1378.The orthometric height was determined by differential leveling
 HW1378.and adjusted by the National Geodetic Survey in June 1991..
 HW1378
 HW1378.The geoid height was determined by GEOID03.
 HW1378
 HW1378.The dynamic height is computed by dividing the NAVD 88
 HW1378.geopotential number by the normal gravity value computed on the
 HW1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1378.degrees latitude (g = 980.6199 gals.).
 HW1378
 HW1378.The modeled gravity was interpolated from observed gravity values.
 HW1378
 HW1378;                    North         East    Units  Estimated Accuracy
 HW1378;SPC VA N     - 2,116,190.    3,485,510.      MT  (+/- 180 meters Scaled)
 HW1378
 HW1378                          SUPERSEDED SURVEY CONTROL
 HW1378
 HW1378  NGVD 29 (??/??/92)  286.435  (m)          939.75   (f) ADJ UNCH    1 2
 HW1378
 HW1378.Superseded values are not recommended for survey control.
 HW1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1378.See file dsdata.txt to determine how the superseded data were derived.
 HW1378
 HW1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC028875(NAD 83)
 HW1378_MARKER: DB = BENCH MARK DISK
 HW1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1378_STAMPING: 939.745 A 20 1929
 HW1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1378+STABILITY: SURFACE MOTION
 HW1378
 HW1378  HISTORY     - Date     Condition        Report By
 HW1378  HISTORY     - 1929     MONUMENTED       CGS
 HW1378  HISTORY     - 1958     GOOD             NGS
 HW1378
 HW1378                          STATION DESCRIPTION
 HW1378
 HW1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1378'2.4 MI S FROM MT JACKSON.
 HW1378'2.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HW1378'MT JACKSON NEAR THE CROSSING OF COUNTY ROAD NO. 710, 128 FEET
 HW1378'NORTHWEST OF THE NORTHWEST RAIL, 119 FEET NORTHWEST OF THE NORTHWEST
 HW1378'END OF A 36-INCH STEEL PIPE CULVERT UNDER THE TRACK, 47 FEET
 HW1378'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 57 FEET NORTHWEST OF
 HW1378'A 48-INCH LONE OAK TREE, 18 FEET SOUTHWEST OF A FENCE LINE,
 HW1378'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 HW1378'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3029 ***********************************************************************
 FY3029  DESIGNATION -  A 209=BUFFALO
 FY3029  PID         -  FY3029
 FY3029  STATE/COUNTY-  VA/MECKLENBURG
 FY3029  USGS QUAD   -  BUFFALO SPRINGS (1981)
 FY3029
 FY3029                         *CURRENT SURVEY CONTROL
 FY3029  ___________________________________________________________________
 FY3029* NAD 83(1993)-  36 39 35.09351(N)    078 41 29.35703(W)     ADJUSTED  
 FY3029* NAVD 88     -       163.81   (+/-2cm)     537.4    (feet)  VERTCON   
 FY3029  ___________________________________________________________________
 FY3029  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FY3029  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY3029
 FY3029  HORZ ORDER  -  SECOND
 FY3029  VERT ORDER  -  THIRD ? (See Below)
 FY3029
 FY3029.The horizontal coordinates were established by classical geodetic methods
 FY3029.and adjusted by the National Geodetic Survey in September 1995..
 FY3029
 FY3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3029.The vertical order pertains to the NGVD 29 superseded value.
 FY3029
 FY3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3029
 FY3029.The geoid height was determined by GEOID03.
 FY3029
 FY3029;                    North         East     Units Scale Factor Converg.
 FY3029;SPC VA S     - 1,036,241.266 3,482,879.331   MT  1.00002113   -0 06 58.4
 FY3029;SPC VA S     - 3,399,734.89 11,426,746.61   sFT  1.00002113   -0 06 58.4
 FY3029;UTM  17      - 4,059,610.758   706,330.084   MT  1.00012452   +1 22 43.7
 FY3029
 FY3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3029!SPC VA S     -   0.99997921  x   1.00002113  =   1.00000034
 FY3029!UTM  17      -   0.99997921  x   1.00012452  =   1.00010373
 FY3029
 FY3029:                Primary Azimuth Mark                     Grid Az
 FY3029:SPC VA S     -  CLARKSVILLE MUNICIPAL TANK               111 44 28.7
 FY3029:UTM  17      -  CLARKSVILLE MUNICIPAL TANK               110 14 46.6
 FY3029
 FY3029|---------------------------------------------------------------------|
 FY3029| PID    Reference Object                     Distance      Geod. Az  |
 FY3029|                                                           dddmmss.s |
 FY3029| FY3023 CLARKSVILLE MUNICIPAL TANK          APPROX.11.4 KM 1113730.3 |
 FY3029| DC5196 BUFFALO RM 1                         12.906 METERS 12243     |
 FY3029| DC5195 BUFFALO AZ MK 2                                    1525633.4 |
 FY3029| FY0535 BUFFALO AZ MK                                      1530423.2 |
 FY3029| DC5197 BUFFALO RM 2                         28.057 METERS 20500     |
 FY3029|---------------------------------------------------------------------|
 FY3029
 FY3029                          SUPERSEDED SURVEY CONTROL
 FY3029
 FY3029  NAD 83(1986)-  36 39 35.09420(N)    078 41 29.36325(W) AD(       ) 2
 FY3029  NAD 27      -  36 39 34.59600(N)    078 41 30.35027(W) AD(       ) 2
 FY3029  NGVD 29 (07/19/86)  164.08   (m)          538.3    (f) LEVELING    3  
 FY3029
 FY3029.Superseded values are not recommended for survey control.
 FY3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3029.See file dsdata.txt to determine how the superseded data were derived.
 FY3029
 FY3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0633059611(NAD 83)
 FY3029_MARKER: DD = SURVEY DISK
 FY3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3029+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY3029
 FY3029  HISTORY     - Date     Condition        Report By
 FY3029  HISTORY     - 1933     MONUMENTED       USE
 FY3029  HISTORY     - 1965     GOOD             CGS
 FY3029  HISTORY     - 1969     GOOD             CGS
 FY3029  HISTORY     - 20051026 GOOD             USPSQD
 FY3029
 FY3029                          STATION DESCRIPTION
 FY3029
 FY3029'DESCRIBED BY US ENGINEERS 1933 (RDH)
 FY3029'ABOUT 8 MILES NORTH OF VIRGINIA-NORTH CAROLINA STATE LINE,
 FY3029'7-1/2 MILES NORTH-NORTHWEST OF CLARKSVILLE, AND 1-1/2 MILES
 FY3029'WEST-NORTHWEST OF BUFFALO SPRINGS, ON LAND OF E.L. BAPTIST.
 FY3029'TO REACH FROM RAILROAD CROSSING AT SOUTH CLARKSVILLE RAILROAD
 FY3029'STATION, GO WEST 8.3 MILES ON UNITED STATES ROUTE 58 OR 2.8
 FY3029'MILES BEYOND CROSSING BIG BUFFALO CREEK, TURN RIGHT AT BOTTOM
 FY3029'OF GRADE ONTO T-ROAD, AND PROCEED 0.45 MILE TO LANE ON LEFT
 FY3029'AT TOP OF GRADE AND STATION SITE.  STATION IS 24 PACES NORTH
 FY3029'OF CENTER LINE OF LANE, AND 5 PACES WEST OF CENTER LINE OF
 FY3029'ROAD.  STATION WAS ESTABLISHED BY UNITED STATES ENGINEERS,
 FY3029'AND IS STAMPED A209 AND U.S.E.D. NORFOLK DISTRICT.  MARK
 FY3029'NOT DESCRIBED.
 FY3029
 FY3029                          STATION RECOVERY (1965)
 FY3029
 FY3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3029'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CLARKSVILLE,
 FY3029'2-3/4 MILES NORTHWEST OF THE BUFFALO CREEK BRIDGE, 1/2 MILE
 FY3029'EAST OF THE AARON CREEK AND IN A CULTIVATED FIELD.
 FY3029'
 FY3029'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSVILLE, GO
 FY3029'WEST ON U.S. HIGHWAY 58 FOR 8.0 MILES TO A DRIVEWAY AND THE
 FY3029'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON U.S. HIGHWAY
 FY3029'58 FOR 0.45 MILE TO COUNTY ROUTE 722 ON THE RIGHT, TURN RIGHT
 FY3029'AND GO NORTH ON COUNTY ROUTE 722 FOR 0.45 MILE TO THE STATION
 FY3029'ON THE LEFT, JUST AFTER PASSING A TRACK ROAD ON THE LEFT.
 FY3029'
 FY3029'THE STATION MARK IS 114 FEET NORTHEAST OF THE APPROXIMATE CENTER
 FY3029'OF TRACK ROAD LEADING TO A FARM HOUSE, 25 FEET NORTHWEST OF
 FY3029'THE APPROXIMATE CENTER OF COUNTY ROUTE 722 AND 4.3 FEET WEST
 FY3029'OF A METAL WITNESS POST.  THE MARK IS A NORFOLK DISTRICT USED
 FY3029'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 FY3029'AND STAMPED A 209 308 SURVEY.
 FY3029'
 FY3029'REFERENCE MARK NO. 1 IS ON HIGHWAY RIGHT-OF-WAY, 16 FEET
 FY3029'SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE 722.
 FY3029'IT IS A STANDARD DISK SET IN A ROUND CONCRETE POST, FLUSH AND
 FY3029'STAMPED BUFFALO NO 1 1965.
 FY3029'
 FY3029'REFERENCE MARK NO. 2 IS 22 FEET NORTHEAST OF THE APPROXIMATE
 FY3029'CENTER OF TRACK ROAD LEADING TO FARM HOUSE AND 20 FEET NORTHWEST
 FY3029'OF COUNTY ROUTE 722.  IT IS A STANDARD DISK SET IN A ROUND
 FY3029'CONCRETE POST, FLUSH AND STAMPED BUFFALO NO 2 1965.
 FY3029'
 FY3029'THE AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE APPROXIMATE
 FY3029'CENTER OF DRIVEWAY, 34 FEET NORTHEAST OF THE CENTER LINE OF
 FY3029'U.S. HIGHWAY 58 AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FY3029'IT IS A STANDARD DISK SET IN A ROUND CONCRETE POST, FLUSH AND
 FY3029'STAMPED BUFFALO 1965.
 FY3029'
 FY3029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY3029
 FY3029                          STATION RECOVERY (1969)
 FY3029
 FY3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FY3029'STATION WAS RECOVERED AS DESCRIBED BY E.L.H. IN 1965 AND ALL
 FY3029'MARKS WERE FOUND TO BE IN GOOD CONDITION.  UPON REQUEST OF
 FY3029'THE STATE HIGHWAY DEPARTMENT A NEW AZIMUTH MARK WAS ESTABLISHED
 FY3029'AS THE ORIGINAL AZIMUTH MARK WAS IN THE CONSTRUCTION LIMITS
 FY3029'OF HIGHWAY IMPROVEMENTS.  THE OLD AZIMUTH MARK WAS LEFT IN
 FY3029'POSITION BUT WILL BE DESTROYED BY THE CONSTRUCTION.  THE
 FY3029'DIRECTION TO THE REFERENCE MARKS WAS CHECKED AND FOUND TO BE
 FY3029'CORRECT.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS CHECKED
 FY3029'AND FOUND TO BE CORRECT BUT A DIFFERENCE WAS FOUND IN THE
 FY3029'DISTANCE TO REFERENCE MARK NO. 2.  THE 1965 DESCRIPTION IS
 FY3029'ADEQUATE WITH THE FOLLOWING DESCRIPTION OF THE NEW AZIMUTH
 FY3029'MARK.
 FY3029'
 FY3029'AZIMUTH MARK IS 38 FEET SOUTHWEST OF THE EASTBOUND LANE OF U.S.
 FY3029'HIGHWAY 58, 2.5 FEET NORTH OF CONCRETE HIGHWAY RIGHT OF WAY
 FY3029'POST, 2.5 FEET EAST OF 4 INCH CEDAR TREE, 1 FOOT NORTHEAST
 FY3029'OF FENCE AND 1.0 FOOT SOUTHEAST OF STEEL WITNESS POST.  THE
 FY3029'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT
 FY3029'ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE
 FY3029'DISK IS STAMPED BUFFALO 1965 1969.  NOTE 16B.
 FY3029'
 FY3029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST
 FY3029'OF CLARKSVILLE
 FY3029
 FY3029                          STATION RECOVERY (2005)
 FY3029
 FY3029'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY3029'STATION AND RM 1 AND 3 FOUND IN GOOD CONDITION.
 FY3029'RM 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0180 ***********************************************************************
 JW0180  DESIGNATION -  A 21
 JW0180  PID         -  JW0180
 JW0180  STATE/COUNTY-  VA/FREDERICK
 JW0180  USGS QUAD   -  WINCHESTER (1987)
 JW0180
 JW0180                         *CURRENT SURVEY CONTROL
 JW0180  ___________________________________________________________________
 JW0180* NAD 83(1986)-  39 12 05.     (N)    078 09 17.     (W)     SCALED    
 JW0180* NAVD 88     -       218.617  (meters)     717.25   (feet)  ADJUSTED  
 JW0180  ___________________________________________________________________
 JW0180  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JW0180  DYNAMIC HT  -         218.478 (meters)     716.79  (feet)  COMP
 JW0180  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JW0180
 JW0180  VERT ORDER  -  FIRST     CLASS II
 JW0180
 JW0180.The horizontal coordinates were scaled from a topographic map and have
 JW0180.an estimated accuracy of +/- 6 seconds.
 JW0180
 JW0180.The orthometric height was determined by differential leveling
 JW0180.and adjusted by the National Geodetic Survey in June 1991..
 JW0180
 JW0180.The geoid height was determined by GEOID03.
 JW0180
 JW0180.The dynamic height is computed by dividing the NAVD 88
 JW0180.geopotential number by the normal gravity value computed on the
 JW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0180.degrees latitude (g = 980.6199 gals.).
 JW0180
 JW0180.The modeled gravity was interpolated from observed gravity values.
 JW0180
 JW0180;                    North         East    Units  Estimated Accuracy
 JW0180;SPC VA N     - 2,170,420.    3,529,830.      MT  (+/- 180 meters Scaled)
 JW0180
 JW0180                          SUPERSEDED SURVEY CONTROL
 JW0180
 JW0180  NGVD 29 (??/??/92)  218.778  (m)          717.77   (f) ADJ UNCH    1 2
 JW0180
 JW0180.Superseded values are not recommended for survey control.
 JW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0180.See file dsdata.txt to determine how the superseded data were derived.
 JW0180
 JW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD456429(NAD 83)
 JW0180_MARKER: DB = BENCH MARK DISK
 JW0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0180_STAMPING: 717.774 A 21 1929
 JW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0180+STABILITY: SURFACE MOTION
 JW0180
 JW0180  HISTORY     - Date     Condition        Report By
 JW0180  HISTORY     - 1929     MONUMENTED       CGS
 JW0180  HISTORY     - 1957     GOOD             NGS
 JW0180  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0180  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0180
 JW0180                          STATION DESCRIPTION
 JW0180
 JW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0180'1.2 MI N FROM WINCHESTER.
 JW0180'A NEW DESCRIPTION FOLLOWS-- ABOUT 1.2 MILES NORTH OF THE BALTIMORE
 JW0180'AND OHIO RAILROAD DEPOT IN WINCHESTER, 27 FEET SOUTHEAST OF THE
 JW0180'CENTER OF U.S. HIGHWAY 11, 25 FEET NORTHWEST OF THE NEAREST RAIL
 JW0180'OF THE RAILROAD AND 31 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 JW0180'LEADING TO FORT COLLIER FARMS.  SET IN A SQUARE TOP-POST PROJECTING
 JW0180'3 INCHES.
 JW0180
 JW0180                          STATION RECOVERY (1983)
 JW0180
 JW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0180'SEARCHED FOR, NOT RECOVERED, POST WAS FOUND WITH TOP BROKEN OFF.
 JW0180
 JW0180                          STATION RECOVERY (1998)
 JW0180
 JW0180'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0171 ***********************************************************************
 GA0171  DESIGNATION -  A 217
 GA0171  PID         -  GA0171
 GA0171  STATE/COUNTY-  VA/WASHINGTON
 GA0171  USGS QUAD   -  WYNDALE (1991)
 GA0171
 GA0171                         *CURRENT SURVEY CONTROL
 GA0171  ___________________________________________________________________
 GA0171* NAD 83(1986)-  36 37 57.     (N)    082 02 26.     (W)     SCALED    
 GA0171* NAVD 88     -       547.927  (meters)    1797.66   (feet)  ADJUSTED  
 GA0171  ___________________________________________________________________
 GA0171  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0171  DYNAMIC HT  -         547.422 (meters)    1796.00  (feet)  COMP
 GA0171  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 GA0171
 GA0171  VERT ORDER  -  SECOND    CLASS 0
 GA0171
 GA0171.The horizontal coordinates were scaled from a topographic map and have
 GA0171.an estimated accuracy of +/- 6 seconds.
 GA0171
 GA0171.The orthometric height was determined by differential leveling
 GA0171.and adjusted by the National Geodetic Survey in June 1991..
 GA0171
 GA0171.The geoid height was determined by GEOID03.
 GA0171
 GA0171.The dynamic height is computed by dividing the NAVD 88
 GA0171.geopotential number by the normal gravity value computed on the
 GA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0171.degrees latitude (g = 980.6199 gals.).
 GA0171
 GA0171.The modeled gravity was interpolated from observed gravity values.
 GA0171
 GA0171;                    North         East    Units  Estimated Accuracy
 GA0171;SPC VA S     - 1,039,140.    3,183,410.      MT  (+/- 180 meters Scaled)
 GA0171
 GA0171                          SUPERSEDED SURVEY CONTROL
 GA0171
 GA0171  NGVD 29 (??/??/92)  548.027  (m)         1797.99   (f) ADJ UNCH    2 0
 GA0171
 GA0171.Superseded values are not recommended for survey control.
 GA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0171.See file dsdata.txt to determine how the superseded data were derived.
 GA0171
 GA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA069546(NAD 83)
 GA0171_MARKER: DB = BENCH MARK DISK
 GA0171_SETTING: 66 = SET IN ROCK OUTCROP
 GA0171_SP_SET: ROCK OUTCROP
 GA0171_STAMPING: A 217 1935
 GA0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0171+STABILITY: POSITION/ELEVATION WELL
 GA0171
 GA0171  HISTORY     - Date     Condition        Report By
 GA0171  HISTORY     - 1935     MONUMENTED       CGS
 GA0171  HISTORY     - 1960     GOOD             TVA
 GA0171
 GA0171                          STATION DESCRIPTION
 GA0171
 GA0171'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0171'2.9 MI NW FROM WOOD MILL.
 GA0171'2.9 MILES NORTHWEST ALONG STATE SECONDARY HIGHWAY 663 FROM WOOD
 GA0171'MILL, WASHINGTON COUNTY, 0.1 MILE NORTH OF A RIGHT-ANGLE TURN
 GA0171'IN THE HIGHWAY, 80 YARDS NORTHWEST OF THE JOHN BERRY HOUSE, 19
 GA0171'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 13 YARDS
 GA0171'EAST OF THE CENTERLINE OF THE HIGHWAY, IN A ROCK OUTCROP AND 3
 GA0171'FEET HIGHER THAN THE HIGHWAY, AND 6 FEET SOUTH OF STEEL WITNESS
 GA0171'POST.  A STANDARD DISK STAMPED A 217 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3103 ***********************************************************************
 HV3103  DESIGNATION -  A 221
 HV3103  PID         -  HV3103
 HV3103  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3103  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3103
 HV3103                         *CURRENT SURVEY CONTROL
 HV3103  ___________________________________________________________________
 HV3103* NAD 83(1986)-  38 17 25.     (N)    077 28 30.     (W)     SCALED    
 HV3103* NAVD 88     -        22.159  (meters)      72.70   (feet)  ADJUSTED  
 HV3103  ___________________________________________________________________
 HV3103  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3103  DYNAMIC HT  -          22.145 (meters)      72.65  (feet)  COMP
 HV3103  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 HV3103
 HV3103  VERT ORDER  -  SECOND    CLASS 0
 HV3103
 HV3103.The horizontal coordinates were scaled from a topographic map and have
 HV3103.an estimated accuracy of +/- 6 seconds.
 HV3103
 HV3103.The orthometric height was determined by differential leveling
 HV3103.and adjusted by the National Geodetic Survey in June 1991..
 HV3103
 HV3103.The geoid height was determined by GEOID03.
 HV3103
 HV3103.The dynamic height is computed by dividing the NAVD 88
 HV3103.geopotential number by the normal gravity value computed on the
 HV3103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3103.degrees latitude (g = 980.6199 gals.).
 HV3103
 HV3103.The modeled gravity was interpolated from observed gravity values.
 HV3103
 HV3103;                    North         East    Units  Estimated Accuracy
 HV3103;SPC VA N     - 2,069,720.    3,589,670.      MT  (+/- 180 meters Scaled)
 HV3103
 HV3103                          SUPERSEDED SURVEY CONTROL
 HV3103
 HV3103  NGVD 29 (??/??/??)   22.420  (m)           73.56   (f) ADJUSTED    2 0
 HV3103
 HV3103.Superseded values are not recommended for survey control.
 HV3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3103.See file dsdata.txt to determine how the superseded data were derived.
 HV3103
 HV3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH835409(NAD 83)
 HV3103_MARKER: DB = BENCH MARK DISK
 HV3103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3103_SP_SET: SIGNAL CONTROL BOX FOUNDATION
 HV3103_STAMPING: A 221 1938
 HV3103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3103
 HV3103  HISTORY     - Date     Condition        Report By
 HV3103  HISTORY     - 1938     MONUMENTED       CGS
 HV3103  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3103  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3103  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 HV3103
 HV3103                          STATION DESCRIPTION
 HV3103
 HV3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3103'1.1 MI W FROM FREDERICKSBURG.
 HV3103'1.1 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM FREDERICKSBURG,
 HV3103'SPOTSYLVANIA COUNTY, ABOUT 400 FEET WEST OF MILEPOST 1, AT A
 HV3103'SIGNAL CONTROL BOX, IN THE SOUTH FACE OF THE FOUNDATION, AND ABOUT
 HV3103'1.2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A 221 1938 AND
 HV3103'SET VERTICALLY.
 HV3103
 HV3103                          STATION RECOVERY (1984)
 HV3103
 HV3103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3103'MARK NOT FOUND.
 HV3103
 HV3103                          STATION RECOVERY (1998)
 HV3103
 HV3103'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3103'MARK NOT FOUND.
 HV3103
 HV3103                          STATION RECOVERY (2005)
 HV3103
 HV3103'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3103'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2826 ***********************************************************************
 FZ2826  DESIGNATION -  A 222 RESET
 FZ2826  PID         -  FZ2826
 FZ2826  STATE/COUNTY-  VA/PATRICK
 FZ2826  USGS QUAD   -  STUART (1967)
 FZ2826
 FZ2826                         *CURRENT SURVEY CONTROL
 FZ2826  ___________________________________________________________________
 FZ2826* NAD 83(1986)-  36 38 09.     (N)    080 16 10.     (W)     SCALED    
 FZ2826* NAVD 88     -       362.01   (meters)    1187.7    (feet)  RESET     
 FZ2826  ___________________________________________________________________
 FZ2826  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 FZ2826
 FZ2826  VERT ORDER  -  THIRD
 FZ2826
 FZ2826.The horizontal coordinates were scaled from a topographic map and have
 FZ2826.an estimated accuracy of +/- 6 seconds.
 FZ2826
 FZ2826.The orthometric height was computed from unverified reset data.
 FZ2826.No vertical observational check was made to the station.
 FZ2826
 FZ2826.The geoid height was determined by GEOID03.
 FZ2826
 FZ2826;                    North         East    Units  Estimated Accuracy
 FZ2826;SPC VA S     - 1,035,050.    3,341,760.      MT  (+/- 180 meters Scaled)
 FZ2826
 FZ2826                          SUPERSEDED SURVEY CONTROL
 FZ2826
 FZ2826  NGVD 29 (03/21/06)  362.18   (m)         1188.3    (f) RESET       3  
 FZ2826
 FZ2826.Superseded values are not recommended for survey control.
 FZ2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2826.See file dsdata.txt to determine how the superseded data were derived.
 FZ2826
 FZ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA653547(NAD 83)
 FZ2826_MARKER: DD = SURVEY DISK
 FZ2826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FZ2826_SP_SET: BRIDGE ABUTMENT
 FZ2826_STAMPING: A 222 RESET 1988
 FZ2826_MARK LOGO: VADHT 
 FZ2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ2826
 FZ2826  HISTORY     - Date     Condition        Report By
 FZ2826  HISTORY     - 1988     MONUMENTED       VADHT
 FZ2826
 FZ2826                          STATION DESCRIPTION
 FZ2826
 FZ2826'DESCRIBED BY VA DEPT HWYS-TRANSP 1988
 FZ2826'IN STUART, IN THE NORTH END OF BRIDGE SEAT OF WEST ABUTMENT OF BRIDGE
 FZ2826'OVER MAYO RIVER DIVERISON,INTO ELASTIC CORP., JUST EAST OF SR 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3954 ***********************************************************************
 HV3954  DESIGNATION -  A 224
 HV3954  PID         -  HV3954
 HV3954  STATE/COUNTY-  VA/FAUQUIER
 HV3954  USGS QUAD   -  CATLETT (1978)
 HV3954
 HV3954                         *CURRENT SURVEY CONTROL
 HV3954  ___________________________________________________________________
 HV3954* NAD 83(1986)-  38 38 45.     (N)    077 43 46.     (W)     SCALED    
 HV3954* NAVD 88     -       125.205  (meters)     410.78   (feet)  ADJUSTED  
 HV3954  ___________________________________________________________________
 HV3954  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3954  DYNAMIC HT  -         125.132 (meters)     410.54  (feet)  COMP
 HV3954  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 HV3954
 HV3954  VERT ORDER  -  SECOND    CLASS 0
 HV3954
 HV3954.The horizontal coordinates were scaled from a topographic map and have
 HV3954.an estimated accuracy of +/- 6 seconds.
 HV3954
 HV3954.The orthometric height was determined by differential leveling
 HV3954.and adjusted by the National Geodetic Survey in June 1991..
 HV3954
 HV3954.The geoid height was determined by GEOID03.
 HV3954
 HV3954.The dynamic height is computed by dividing the NAVD 88
 HV3954.geopotential number by the normal gravity value computed on the
 HV3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3954.degrees latitude (g = 980.6199 gals.).
 HV3954
 HV3954.The modeled gravity was interpolated from observed gravity values.
 HV3954
 HV3954;                    North         East    Units  Estimated Accuracy
 HV3954;SPC VA N     - 2,108,970.    3,567,080.      MT  (+/- 180 meters Scaled)
 HV3954
 HV3954                          SUPERSEDED SURVEY CONTROL
 HV3954
 HV3954  NGVD 29 (??/??/??)  125.442  (m)          411.55   (f) ADJUSTED    2 0
 HV3954
 HV3954.Superseded values are not recommended for survey control.
 HV3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3954.See file dsdata.txt to determine how the superseded data were derived.
 HV3954
 HV3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH624810(NAD 83)
 HV3954_MARKER: DB = BENCH MARK DISK
 HV3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3954_STAMPING: A 224 1941
 HV3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3954+STABILITY: SURFACE MOTION
 HV3954
 HV3954  HISTORY     - Date     Condition        Report By
 HV3954  HISTORY     - 1941     MONUMENTED       CGS
 HV3954
 HV3954                          STATION DESCRIPTION
 HV3954
 HV3954'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3954'2.1 MI SW FROM CALVERTON.
 HV3954'ABOUT 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 295 FROM THE
 HV3954'SOUTHERN RAILWAY STATION AT CALVERTON, FAUQUIER COUNTY, THENCE
 HV3954'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 643, ABOUT 0.4
 HV3954'MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 663, AT THE
 HV3954'CROSSING OF A PRIVATE FARM ROAD LEADING SOUTHWEST, 14 FEET
 HV3954'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 15 FEET
 HV3954'SOUTHWEST OF THE SOUTHWEST EDGE OF STATE HIGHWAY 643, 5 FEET
 HV3954'SOUTH OF THE CORNER FENCE POST, 3 FEET SOUTHEAST OF A FENCE
 HV3954'IN LINE WITH A ROW OF CEDAR TREES, AND 1 FOOT NORTHEAST OF A
 HV3954'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED A
 HV3954'224 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3846 ***********************************************************************
 HV3846  DESIGNATION -  A 225
 HV3846  PID         -  HV3846
 HV3846  STATE/COUNTY-  VA/CULPEPER
 HV3846  USGS QUAD   -  BRANDY STATION (1981)
 HV3846
 HV3846                         *CURRENT SURVEY CONTROL
 HV3846  ___________________________________________________________________
 HV3846* NAD 83(1986)-  38 35 42.     (N)    077 53 11.     (W)     SCALED    
 HV3846* NAVD 88     -       112.742  (meters)     369.89   (feet)  ADJUSTED  
 HV3846  ___________________________________________________________________
 HV3846  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3846  DYNAMIC HT  -         112.674 (meters)     369.66  (feet)  COMP
 HV3846  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 HV3846
 HV3846  VERT ORDER  -  SECOND    CLASS 0
 HV3846
 HV3846.The horizontal coordinates were scaled from a topographic map and have
 HV3846.an estimated accuracy of +/- 6 seconds.
 HV3846
 HV3846.The orthometric height was determined by differential leveling
 HV3846.and adjusted by the National Geodetic Survey in June 1991..
 HV3846
 HV3846.The geoid height was determined by GEOID03.
 HV3846
 HV3846.The dynamic height is computed by dividing the NAVD 88
 HV3846.geopotential number by the normal gravity value computed on the
 HV3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3846.degrees latitude (g = 980.6199 gals.).
 HV3846
 HV3846.The modeled gravity was interpolated from observed gravity values.
 HV3846
 HV3846;                    North         East    Units  Estimated Accuracy
 HV3846;SPC VA N     - 2,103,220.    3,553,450.      MT  (+/- 180 meters Scaled)
 HV3846
 HV3846                          SUPERSEDED SURVEY CONTROL
 HV3846
 HV3846  NGVD 29 (??/??/??)  112.962  (m)          370.61   (f) ADJUSTED    2 0
 HV3846
 HV3846.Superseded values are not recommended for survey control.
 HV3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3846.See file dsdata.txt to determine how the superseded data were derived.
 HV3846
 HV3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH486757(NAD 83)
 HV3846_MARKER: DB = BENCH MARK DISK
 HV3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3846_STAMPING: A 225 1941
 HV3846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3846+STABILITY: SURFACE MOTION
 HV3846
 HV3846  HISTORY     - Date     Condition        Report By
 HV3846  HISTORY     - 1941     MONUMENTED       CGS
 HV3846  HISTORY     - 1942     GOOD             CGS
 HV3846  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HV3846
 HV3846                          STATION DESCRIPTION
 HV3846
 HV3846'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3846'5.3 MI NW FROM REMINGTON.
 HV3846'IN CULPEPER COUNTY, ABOUT 5.3 MILES NORTHWEST ALONG STATE HIGHWAY
 HV3846'651 FROM THE SOUTHERN RAILWAY STATION AT REMINGTON, FAUQUIER
 HV3846'COUNTY, THENCE ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY
 HV3846'621, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 126 FEET SOUTHWEST
 HV3846'OF THE CENTER LINE OF A NEW ROAD, 18 FEET NORTHEAST OF THE CENTER
 HV3846'LINE OF THE HIGHWAY, 4.2 FEET NORTH OF A CORNER FENCE POST, 3
 HV3846'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET WEST OF A
 HV3846'PASTURE FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED
 HV3846'U.S.B.M.  A STANDARD DISK, STAMPED A 225 1941 AND SET IN THE TOP
 HV3846'OF A CONCRETE POST.
 HV3846
 HV3846                          STATION RECOVERY (1942)
 HV3846
 HV3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HV3846'RECOVERED IN GOOD CONDITION.
 HV3846
 HV3846                          STATION RECOVERY (2001)
 HV3846
 HV3846'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0161 ***********************************************************************
 HW0161  DESIGNATION -  A 226
 HW0161  PID         -  HW0161
 HW0161  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0161  USGS QUAD   -  MASSIES CORNER (1994)
 HW0161
 HW0161                         *CURRENT SURVEY CONTROL
 HW0161  ___________________________________________________________________
 HW0161* NAD 83(1986)-  38 43 32.     (N)    078 03 05.     (W)     SCALED    
 HW0161* NAVD 88     -       190.457  (meters)     624.86   (feet)  ADJUSTED  
 HW0161  ___________________________________________________________________
 HW0161  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HW0161  DYNAMIC HT  -         190.336 (meters)     624.46  (feet)  COMP
 HW0161  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 HW0161
 HW0161  VERT ORDER  -  SECOND    CLASS 0
 HW0161
 HW0161.The horizontal coordinates were scaled from a topographic map and have
 HW0161.an estimated accuracy of +/- 6 seconds.
 HW0161
 HW0161.The orthometric height was determined by differential leveling
 HW0161.and adjusted by the National Geodetic Survey in June 1991..
 HW0161
 HW0161.The geoid height was determined by GEOID03.
 HW0161
 HW0161.The dynamic height is computed by dividing the NAVD 88
 HW0161.geopotential number by the normal gravity value computed on the
 HW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0161.degrees latitude (g = 980.6199 gals.).
 HW0161
 HW0161.The modeled gravity was interpolated from observed gravity values.
 HW0161
 HW0161;                    North         East    Units  Estimated Accuracy
 HW0161;SPC VA N     - 2,117,630.    3,539,010.      MT  (+/- 180 meters Scaled)
 HW0161
 HW0161                          SUPERSEDED SURVEY CONTROL
 HW0161
 HW0161  NGVD 29 (??/??/92)  190.656  (m)          625.51   (f) ADJ UNCH    2 0
 HW0161
 HW0161.Superseded values are not recommended for survey control.
 HW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0161.See file dsdata.txt to determine how the superseded data were derived.
 HW0161
 HW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC563904(NAD 83)
 HW0161_MARKER: DB = BENCH MARK DISK
 HW0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0161_STAMPING: A 226 1941
 HW0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0161+STABILITY: SURFACE MOTION
 HW0161
 HW0161  HISTORY     - Date     Condition        Report By
 HW0161  HISTORY     - 1941     MONUMENTED       CGS
 HW0161
 HW0161                          STATION DESCRIPTION
 HW0161
 HW0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0161'0.2 MI NW FROM BEN VENUE.
 HW0161'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 242 FROM THE
 HW0161'CROSSING OF U.S. HIGHWAY 221 AT BEN VENUE, RAPPAHANNOCK COUNTY,
 HW0161'THENCE ABOUT 0.9 MILE EAST ALONG AN OLD WAGON ROAD, AT THE
 HW0161'JUNCTION OF A ROAD LEADING NORTHEAST, 17 FEET NORTH OF THE OLD
 HW0161'WAGON ROAD, 19 FEET SOUTHEAST OF THE ROAD LEADING NORTHEAST,
 HW0161'41 FEET NORTHWEST OF A TRIANGULAR-BLAZED 24-INCH OAK TREE AT
 HW0161'THE CORNER OF A RAIL FENCE, 10 FEET SOUTH OF A TRIANGULAR-BLAZED
 HW0161'12-INCH OAK TREE, IN LINE WITH A ROCK FENCE, AND 1 FOOT SOUTH OF
 HW0161'A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 HW0161'A 226 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3492 ***********************************************************************
 HV3492  DESIGNATION -  A 228
 HV3492  PID         -  HV3492
 HV3492  STATE/COUNTY-  VA/FAUQUIER
 HV3492  USGS QUAD   -  MARSHALL (1983)
 HV3492
 HV3492                         *CURRENT SURVEY CONTROL
 HV3492  ___________________________________________________________________
 HV3492* NAD 83(1986)-  38 52 27.     (N)    077 45 58.     (W)     SCALED    
 HV3492* NAVD 88     -       169.422  (meters)     555.85   (feet)  ADJUSTED  
 HV3492  ___________________________________________________________________
 HV3492  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3492  DYNAMIC HT  -         169.322 (meters)     555.52  (feet)  COMP
 HV3492  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 HV3492
 HV3492  VERT ORDER  -  SECOND    CLASS 0
 HV3492
 HV3492.The horizontal coordinates were scaled from a topographic map and have
 HV3492.an estimated accuracy of +/- 6 seconds.
 HV3492
 HV3492.The orthometric height was determined by differential leveling
 HV3492.and adjusted by the National Geodetic Survey in June 1991..
 HV3492
 HV3492.The geoid height was determined by GEOID03.
 HV3492
 HV3492.The dynamic height is computed by dividing the NAVD 88
 HV3492.geopotential number by the normal gravity value computed on the
 HV3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3492.degrees latitude (g = 980.6199 gals.).
 HV3492
 HV3492.The modeled gravity was interpolated from observed gravity values.
 HV3492
 HV3492;                    North         East    Units  Estimated Accuracy
 HV3492;SPC VA N     - 2,134,290.    3,563,680.      MT  (+/- 180 meters Scaled)
 HV3492
 HV3492                          SUPERSEDED SURVEY CONTROL
 HV3492
 HV3492  NGVD 29 (??/??/??)  169.635  (m)          556.54   (f) ADJUSTED    2 0
 HV3492
 HV3492.Superseded values are not recommended for survey control.
 HV3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3492.See file dsdata.txt to determine how the superseded data were derived.
 HV3492
 HV3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ600064(NAD 83)
 HV3492_MARKER: DB = BENCH MARK DISK
 HV3492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3492_SP_SET: PILLAR
 HV3492_STAMPING: A 228 1941
 HV3492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3492
 HV3492  HISTORY     - Date     Condition        Report By
 HV3492  HISTORY     - 1941     MONUMENTED       CGS
 HV3492
 HV3492                          STATION DESCRIPTION
 HV3492
 HV3492'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3492'1 MI N FROM THE PLAINS.
 HV3492'ABOUT 1.O MILES NORTH ALONG STATE RTE.626 FROM THE SOUTHERN
 HV3492'RAILWAY STATION AT THE PLAINS, FAUQUIER COUNTY, ABOUT 0.2 MILE
 HV3492'NORTH OF A SCHOOLHOUSE, AT THE ENTRANCE TO A FARM, 7.5 FEET
 HV3492'SOUTH OF THE CENTER OF THE ENTRANCE GATE, 37.5 FEET EAST OF THE
 HV3492'CENTER LINE OF THE HIGHWAY, IN A 3-FOOT SQUARE STONE PILLAR
 HV3492'PROJECTING ABOUT 5.9 FEET ABOVE GROUND, AND 1.8 FEET NORTHEAST
 HV3492'OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 HV3492'DISK, STAMPED A 228 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3003 ***********************************************************************
 JV3003  DESIGNATION -  A 229
 JV3003  PID         -  JV3003
 JV3003  STATE/COUNTY-  VA/LOUDOUN
 JV3003  USGS QUAD   -  LEESBURG (1994)
 JV3003
 JV3003                         *CURRENT SURVEY CONTROL
 JV3003  ___________________________________________________________________
 JV3003* NAD 83(1986)-  39 02 13.     (N)    077 36 43.     (W)     SCALED    
 JV3003* NAVD 88     -        96.501  (meters)     316.60   (feet)  ADJUSTED  
 JV3003  ___________________________________________________________________
 JV3003  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JV3003  DYNAMIC HT  -          96.447 (meters)     316.43  (feet)  COMP
 JV3003  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JV3003
 JV3003  VERT ORDER  -  SECOND    CLASS 0
 JV3003
 JV3003.The horizontal coordinates were scaled from a topographic map and have
 JV3003.an estimated accuracy of +/- 6 seconds.
 JV3003
 JV3003.The orthometric height was determined by differential leveling
 JV3003.and adjusted by the National Geodetic Survey in June 1991..
 JV3003
 JV3003.The geoid height was determined by GEOID03.
 JV3003
 JV3003.The dynamic height is computed by dividing the NAVD 88
 JV3003.geopotential number by the normal gravity value computed on the
 JV3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3003.degrees latitude (g = 980.6199 gals.).
 JV3003
 JV3003.The modeled gravity was interpolated from observed gravity values.
 JV3003
 JV3003;                    North         East    Units  Estimated Accuracy
 JV3003;SPC VA N     - 2,152,470.    3,576,890.      MT  (+/- 180 meters Scaled)
 JV3003
 JV3003                          SUPERSEDED SURVEY CONTROL
 JV3003
 JV3003  NGVD 29 (??/??/??)   96.713  (m)          317.30   (f) ADJUSTED    2 0
 JV3003
 JV3003.Superseded values are not recommended for survey control.
 JV3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3003.See file dsdata.txt to determine how the superseded data were derived.
 JV3003
 JV3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ739241(NAD 83)
 JV3003_MARKER: DB = BENCH MARK DISK
 JV3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3003_STAMPING: A 229 1941
 JV3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3003+STABILITY: SURFACE MOTION
 JV3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3003+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 JV3003
 JV3003  HISTORY     - Date     Condition        Report By
 JV3003  HISTORY     - 1941     MONUMENTED       CGS
 JV3003  HISTORY     - 1943     GOOD             CGS
 JV3003  HISTORY     - 20050320 GOOD             GEOCAC
 JV3003
 JV3003                          STATION DESCRIPTION
 JV3003
 JV3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JV3003'0.9 MI E FROM OATLANDS.
 JV3003'0.9 MILE EAST ALONG SECONDARY STATE HIGHWAY 650 FROM THE JUNCTION
 JV3003'OF U.S. HIGHWAY 15 AT OATLANDS, LOUDOUN COUNTY, AT THE JUNCTION
 JV3003'OF A LANE LEADING TO A FARMHOUSE, 32.5 FEET NORTH OF THE CENTERLINE
 JV3003'OF THE ROAD, 13.5 FEET WEST OF A GATE TO THE FARMHOUSE, AND IN LINE
 JV3003'WITH A ROW OF TREES WEST OF THE LANE.  A STANDARD DISK, STAMPED A
 JV3003'229 1941 AND SET IN THE TOP OF A CONCRETE POST.
 JV3003
 JV3003                          STATION RECOVERY (2005)
 JV3003
 JV3003'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV3003'RECOVERED AS DESCRIBED.  STANDARD METAL WITNESS POST APPROXIMATELY 1
 JV3003'FOOT FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0007 ***********************************************************************
 GA0007  DESIGNATION -  A 23
 GA0007  PID         -  GA0007
 GA0007  STATE/COUNTY-  VA/WASHINGTON
 GA0007  USGS QUAD   -  MENDOTA (1976)
 GA0007
 GA0007                         *CURRENT SURVEY CONTROL
 GA0007  ___________________________________________________________________
 GA0007* NAD 83(1986)-  36 41 27.     (N)    082 17 04.     (W)     SCALED    
 GA0007* NAVD 88     -       419.723  (meters)    1377.04   (feet)  ADJUSTED  
 GA0007  ___________________________________________________________________
 GA0007  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0007  DYNAMIC HT  -         419.346 (meters)    1375.80  (feet)  COMP
 GA0007  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 GA0007
 GA0007  VERT ORDER  -  FIRST     CLASS II
 GA0007
 GA0007.The horizontal coordinates were scaled from a topographic map and have
 GA0007.an estimated accuracy of +/- 6 seconds.
 GA0007
 GA0007.The orthometric height was determined by differential leveling
 GA0007.and adjusted by the National Geodetic Survey in June 1991..
 GA0007
 GA0007.The geoid height was determined by GEOID03.
 GA0007
 GA0007.The dynamic height is computed by dividing the NAVD 88
 GA0007.geopotential number by the normal gravity value computed on the
 GA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0007.degrees latitude (g = 980.6199 gals.).
 GA0007
 GA0007.The modeled gravity was interpolated from observed gravity values.
 GA0007
 GA0007;                    North         East    Units  Estimated Accuracy
 GA0007;SPC VA S     - 1,046,450.    3,161,870.      MT  (+/- 180 meters Scaled)
 GA0007
 GA0007                          SUPERSEDED SURVEY CONTROL
 GA0007
 GA0007  NGVD 29 (??/??/92)  419.868  (m)         1377.52   (f) ADJ UNCH    1 2
 GA0007
 GA0007.Superseded values are not recommended for survey control.
 GA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0007.See file dsdata.txt to determine how the superseded data were derived.
 GA0007
 GA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA852613(NAD 83)
 GA0007_MARKER: DB = BENCH MARK DISK
 GA0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0007_SP_SET: BRIDGE
 GA0007_STAMPING: 1377.733 A 23 1931
 GA0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0007
 GA0007  HISTORY     - Date     Condition        Report By
 GA0007  HISTORY     - 1931     MONUMENTED       CGS
 GA0007  HISTORY     - 1934     GOOD             NGS
 GA0007
 GA0007                          STATION DESCRIPTION
 GA0007
 GA0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0007'0.5 MI NW FROM PHILLIP.
 GA0007'0.5 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM PHILLIP,
 GA0007'WASHINGTON COUNTY, AT BRIDGE 57.0 T, IN THE TOP OF THE NORTH
 GA0007'ABUTMENT, AND 5.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 GA0007'STAMPED 1377.733 A 23 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2741 ***********************************************************************
 HV2741  DESIGNATION -  A 230
 HV2741  PID         -  HV2741
 HV2741  STATE/COUNTY-  VA/LOUDOUN
 HV2741  USGS QUAD   -  HERNDON (1994)
 HV2741
 HV2741                         *CURRENT SURVEY CONTROL
 HV2741  ___________________________________________________________________
 HV2741* NAD 83(1986)-  38 59 42.     (N)    077 26 05.     (W)     SCALED    
 HV2741* NAVD 88     -        94.637  (meters)     310.49   (feet)  ADJUSTED  
 HV2741  ___________________________________________________________________
 HV2741  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV2741  DYNAMIC HT  -          94.586 (meters)     310.32  (feet)  COMP
 HV2741  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 HV2741
 HV2741  VERT ORDER  -  SECOND    CLASS 0
 HV2741
 HV2741.The horizontal coordinates were scaled from a topographic map and have
 HV2741.an estimated accuracy of +/- 6 seconds.
 HV2741
 HV2741.The orthometric height was determined by differential leveling
 HV2741.and adjusted by the National Geodetic Survey in June 1991..
 HV2741
 HV2741.The geoid height was determined by GEOID03.
 HV2741
 HV2741.The dynamic height is computed by dividing the NAVD 88
 HV2741.geopotential number by the normal gravity value computed on the
 HV2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2741.degrees latitude (g = 980.6199 gals.).
 HV2741
 HV2741.The modeled gravity was interpolated from observed gravity values.
 HV2741
 HV2741;                    North         East    Units  Estimated Accuracy
 HV2741;SPC VA N     - 2,147,980.    3,592,280.      MT  (+/- 180 meters Scaled)
 HV2741
 HV2741                          SUPERSEDED SURVEY CONTROL
 HV2741
 HV2741  NGVD 29 (??/??/??)   94.856  (m)          311.21   (f) ADJUSTED    2 0
 HV2741
 HV2741.Superseded values are not recommended for survey control.
 HV2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2741.See file dsdata.txt to determine how the superseded data were derived.
 HV2741
 HV2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ891190(NAD 83)
 HV2741_MARKER: DB = BENCH MARK DISK
 HV2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2741_STAMPING: A 230 1941
 HV2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2741+STABILITY: SURFACE MOTION
 HV2741
 HV2741  HISTORY     - Date     Condition        Report By
 HV2741  HISTORY     - 1941     MONUMENTED       CGS
 HV2741  HISTORY     - 1958     GOOD             CGS
 HV2741
 HV2741                          STATION DESCRIPTION
 HV2741
 HV2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HV2741'1.1 MI S FROM STERLING.
 HV2741'1.1 MILES SOUTH ALONG SECONDARY STATE HIGHWAYS 636 AND 607 FROM
 HV2741'THE JUNCTION OF SECONDARY STATE HIGHWAY 625 AT STERLING, LOUDOUN
 HV2741'COUNTY, AT A HOUSE ON THE SOUTH SIDE OF THE ROAD, 20.5 FEET
 HV2741'NORTH OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF THE CENTER
 HV2741'OF A GATE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 HV2741'STANDARD DISK, STAMPED A 230 1941 AND SET IN THE TOP OF A
 HV2741'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  THE MARK IS
 HV2741'2.5 FEET SOUTHWEST OF A NEWLY INSTALLED IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2302 ***********************************************************************
 HV2302  DESIGNATION -  A 231
 HV2302  PID         -  HV2302
 HV2302  STATE/COUNTY-  VA/FAIRFAX
 HV2302  USGS QUAD   -  ANNANDALE (1994)
 HV2302
 HV2302                         *CURRENT SURVEY CONTROL
 HV2302  ___________________________________________________________________
 HV2302* NAD 83(1986)-  38 50 15.     (N)    077 14 43.     (W)     SCALED    
 HV2302* NAVD 88     -       114.372  (meters)     375.24   (feet)  ADJUSTED  
 HV2302  ___________________________________________________________________
 HV2302  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV2302  DYNAMIC HT  -         114.309 (meters)     375.03  (feet)  COMP
 HV2302  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 HV2302
 HV2302  VERT ORDER  -  SECOND    CLASS 0
 HV2302
 HV2302.The horizontal coordinates were scaled from a topographic map and have
 HV2302.an estimated accuracy of +/- 6 seconds.
 HV2302
 HV2302.The orthometric height was determined by differential leveling
 HV2302.and adjusted by the National Geodetic Survey in June 1991..
 HV2302
 HV2302.The geoid height was determined by GEOID03.
 HV2302
 HV2302.The dynamic height is computed by dividing the NAVD 88
 HV2302.geopotential number by the normal gravity value computed on the
 HV2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2302.degrees latitude (g = 980.6199 gals.).
 HV2302
 HV2302.The modeled gravity was interpolated from observed gravity values.
 HV2302
 HV2302;                    North         East    Units  Estimated Accuracy
 HV2302;SPC VA N     - 2,130,710.    3,608,930.      MT  (+/- 180 meters Scaled)
 HV2302
 HV2302                          SUPERSEDED SURVEY CONTROL
 HV2302
 HV2302  NGVD 29 (??/??/??)  114.610  (m)          376.02   (f) ADJUSTED    2 0
 HV2302
 HV2302.Superseded values are not recommended for survey control.
 HV2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2302.See file dsdata.txt to determine how the superseded data were derived.
 HV2302
 HV2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ051011(NAD 83)
 HV2302_MARKER: DB = BENCH MARK DISK
 HV2302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2302_SP_SET: BRIDGE
 HV2302_STAMPING: A 231 1941
 HV2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2302
 HV2302  HISTORY     - Date     Condition        Report By
 HV2302  HISTORY     - 1941     MONUMENTED       CGS
 HV2302  HISTORY     - 1951     GOOD             CGS
 HV2302
 HV2302                          STATION DESCRIPTION
 HV2302
 HV2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HV2302'2.1 MI E FROM ANNADALE.
 HV2302'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 236 FROM THE COURTHOUSE
 HV2302'AT FAIRFAX, FAIRFAX COUNTY, JUST WEST OF THE JUNCTION OF
 HV2302'SECONDARY STATE HIGHWAY 650, AT A BRIDGE, IN THE TOP OF THE EAST
 HV2302'END OF THE SOUTH HEADWALL, AND 21.6 FEET SOUTH OF THE CENTERLINE
 HV2302'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 231 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2589 ***********************************************************************
 HV2589  DESIGNATION -  A 232
 HV2589  PID         -  HV2589
 HV2589  STATE/COUNTY-  VA/FAIRFAX
 HV2589  USGS QUAD   -  OCCOQUAN (1994)
 HV2589
 HV2589                         *CURRENT SURVEY CONTROL
 HV2589  ___________________________________________________________________
 HV2589* NAD 83(1986)-  38 43 51.     (N)    077 16 46.     (W)     SCALED    
 HV2589* NAVD 88     -       101.458  (meters)     332.87   (feet)  ADJUSTED  
 HV2589  ___________________________________________________________________
 HV2589  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV2589  DYNAMIC HT  -         101.401 (meters)     332.68  (feet)  COMP
 HV2589  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 HV2589
 HV2589  VERT ORDER  -  THIRD
 HV2589
 HV2589.The horizontal coordinates were scaled from a topographic map and have
 HV2589.an estimated accuracy of +/- 6 seconds.
 HV2589
 HV2589.The orthometric height was determined by differential leveling
 HV2589.and adjusted by the National Geodetic Survey in September 2004..
 HV2589
 HV2589.The geoid height was determined by GEOID03.
 HV2589
 HV2589.The dynamic height is computed by dividing the NAVD 88
 HV2589.geopotential number by the normal gravity value computed on the
 HV2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2589.degrees latitude (g = 980.6199 gals.).
 HV2589
 HV2589.The modeled gravity was interpolated from observed gravity values.
 HV2589
 HV2589;                    North         East    Units  Estimated Accuracy
 HV2589;SPC VA N     - 2,118,830.    3,606,120.      MT  (+/- 180 meters Scaled)
 HV2589
 HV2589                          SUPERSEDED SURVEY CONTROL
 HV2589
 HV2589  NAVD 88 (??/??/92)  101.451  (m)          332.84   (f) UNKNOWN     3 0
 HV2589  NGVD 29 (??/??/??)  101.705  (m)          333.68   (f) ADJUSTED    2 0
 HV2589
 HV2589.Superseded values are not recommended for survey control.
 HV2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2589.See file dsdata.txt to determine how the superseded data were derived.
 HV2589
 HV2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH018893(NAD 83)
 HV2589_MARKER: DB = BENCH MARK DISK
 HV2589_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV2589_SP_SET: CULVERT HEADWALL
 HV2589_STAMPING: A 232 1941
 HV2589_MARK LOGO: CGS   
 HV2589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2589
 HV2589  HISTORY     - Date     Condition        Report By
 HV2589  HISTORY     - 1941     MONUMENTED       CGS
 HV2589  HISTORY     - 1962     GOOD             USE
 HV2589  HISTORY     - 19920120 GOOD             MSI
 HV2589
 HV2589                          STATION DESCRIPTION
 HV2589
 HV2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2589'1.3 MI W FROM LORTON.
 HV2589'1.3 MILES WEST ALONG SECONDARY STATE HIGHWAY 642 FROM LORTON,
 HV2589'FAIRFAX COUNTY, THENCE 1.0 MILE NORTHWEST ALONG SECONDARY
 HV2589'STATE HIGHWAY 611, AND THENCE 2.1 MILES NORTHWEST ALONG STATE
 HV2589'HIGHWAY 123, 0.4 MILE SOUTH OF REEDS STORE AT THE JUNCTION OF
 HV2589'SECONDARY STATE HIGHWAY 600, AT A CONCRETE CULVERT, IN THE TOP
 HV2589'OF THE SOUTH END OF THE WEST HEAD WALL, 17 FEET WEST OF THE
 HV2589'CENTER LINE OF THE HIGHWAY, AND 3.2 FEET NORTH OF A WHITE
 HV2589'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 232 1941.
 HV2589
 HV2589                          STATION RECOVERY (1962)
 HV2589
 HV2589'RECOVERY NOTE BY US ENGINEERS 1962
 HV2589'RECOVERED IN GOOD CONDITION.
 HV2589
 HV2589                          STATION RECOVERY (1992)
 HV2589
 HV2589'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2589'1.3 MILES (2.1 KM) WEST ALONG SECONDARY STATE HIGHWAY 642 FROM
 HV2589'LORTON, FAIRFAX COUNTY, THENCE 1.0 MILE (1.6 KM) NORTHWEST ALONG
 HV2589'SECONDARY STATE HIGHWAY 611, AND THENCE 2.1 MILES (3.4 KM) NORTHWEST
 HV2589'ALONG STATE HIGHWAY 123, 0.4 MILE (0.6 KM) SOUTH OF REEDS STORE AT
 HV2589'THE JUNCTION OF SECONDARY STATE HIGHWAY 600, AT A CONCRETE CULVERT,
 HV2589'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 17 FEET (5.2 M)
 HV2589'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 3.2 FEET (1.0 M) NORTH OF
 HV2589'A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2518 ***********************************************************************
 HV2518  DESIGNATION -  A 233
 HV2518  PID         -  HV2518
 HV2518  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2518  USGS QUAD   -  QUANTICO (1994)
 HV2518
 HV2518                         *CURRENT SURVEY CONTROL
 HV2518  ___________________________________________________________________
 HV2518* NAD 83(1986)-  38 30 41.     (N)    077 18 18.     (W)     SCALED    
 HV2518* NAVD 88     -         6.479  (meters)      21.26   (feet)  ADJUSTED  
 HV2518  ___________________________________________________________________
 HV2518  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV2518  DYNAMIC HT  -           6.475 (meters)      21.24  (feet)  COMP
 HV2518  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 HV2518  OBS GRAVITY -     980,041.5   (mgal)                       GRAV_OBS
 HV2518
 HV2518  VERT ORDER  -  FIRST     CLASS I
 HV2518
 HV2518.The horizontal coordinates were scaled from a topographic map and have
 HV2518.an estimated accuracy of +/- 6 seconds.
 HV2518
 HV2518.The orthometric height was determined by differential leveling
 HV2518.and adjusted by the National Geodetic Survey in June 1991..
 HV2518
 HV2518.The geoid height was determined by GEOID03.
 HV2518
 HV2518.The dynamic height is computed by dividing the NAVD 88
 HV2518.geopotential number by the normal gravity value computed on the
 HV2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2518.degrees latitude (g = 980.6199 gals.).
 HV2518
 HV2518.The modeled gravity was interpolated from observed gravity values.
 HV2518.The observed gravity was obtained from relative gravimeter ties
 HV2518.to the IGSN71 gravity network.
 HV2518
 HV2518;                    North         East    Units  Estimated Accuracy
 HV2518;SPC VA N     - 2,094,440.    3,604,220.      MT  (+/- 180 meters Scaled)
 HV2518
 HV2518                          SUPERSEDED SURVEY CONTROL
 HV2518
 HV2518  NGVD 29 (??/??/??)    6.722  (m)           22.05   (f) ADJUSTED    1 1
 HV2518
 HV2518.Superseded values are not recommended for survey control.
 HV2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2518.See file dsdata.txt to determine how the superseded data were derived.
 HV2518
 HV2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH990650(NAD 83)
 HV2518_MARKER: DB = BENCH MARK DISK
 HV2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2518_SP_SET: SEMAPHORE FOUNDATION
 HV2518_STAMPING: A 233 1941
 HV2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2518
 HV2518  HISTORY     - Date     Condition        Report By
 HV2518  HISTORY     - 1941     MONUMENTED       CGS
 HV2518  HISTORY     - 1971     GOOD             NGS
 HV2518  HISTORY     - 1978     GOOD             DMA
 HV2518  HISTORY     - 1983     GOOD             USGS
 HV2518
 HV2518                          STATION DESCRIPTION
 HV2518
 HV2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2518'1 MI SW FROM QUANTICO.
 HV2518'ABOUT 1.0 MILE SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2518'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 0.2 MILE SOUTHWEST
 HV2518'OF MILEPOST 78, 42.0 FEET SOUTH OF THE EAST CORNER OF BUILDING
 HV2518'NUMBER 3101, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 HV2518'FOUNDATION FOR SEMAPHORE NUMBER 77.7, 5 FEET NORTHWEST OF THE
 HV2518'NORTHWEST RAIL OF THE NORTHWEST TRACK, 7 FEET SOUTHEAST OF
 HV2518'THE SOUTHEAST RAIL OF A SIDETRACK, AND ABOUT 2 FEET ABOVE
 HV2518'THE LEVEL OF THE GROUND.
 HV2518
 HV2518                          STATION RECOVERY (1978)
 HV2518
 HV2518'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2518'RECOVERED IN GOOD CONDITION.
 HV2518
 HV2518                          STATION RECOVERY (1983)
 HV2518
 HV2518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 HV2518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2899 ***********************************************************************
 HV2899  DESIGNATION -  A 235
 HV2899  PID         -  HV2899
 HV2899  STATE/COUNTY-  VA/CAROLINE
 HV2899  USGS QUAD   -  
 HV2899
 HV2899                         *CURRENT SURVEY CONTROL
 HV2899  ___________________________________________________________________
 HV2899* NAD 83(1986)-  38 13 10.     (N)    077 18 01.     (W)     SCALED    
 HV2899* NAVD 88     -         4.579  (meters)      15.02   (feet)  ADJUSTED  
 HV2899  ___________________________________________________________________
 HV2899  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV2899  DYNAMIC HT  -           4.577 (meters)      15.02  (feet)  COMP
 HV2899  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 HV2899
 HV2899  VERT ORDER  -  SECOND    CLASS 0
 HV2899
 HV2899.The horizontal coordinates were scaled from a topographic map and have
 HV2899.an estimated accuracy of +/- 6 seconds.
 HV2899
 HV2899.The orthometric height was determined by differential leveling
 HV2899.and adjusted by the National Geodetic Survey in June 1991..
 HV2899
 HV2899.The geoid height was determined by GEOID03.
 HV2899
 HV2899.The dynamic height is computed by dividing the NAVD 88
 HV2899.geopotential number by the normal gravity value computed on the
 HV2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2899.degrees latitude (g = 980.6199 gals.).
 HV2899
 HV2899.The modeled gravity was interpolated from observed gravity values.
 HV2899
 HV2899;                    North         East    Units  Estimated Accuracy
 HV2899;SPC VA N     - 2,062,040.    3,605,050.      MT  (+/- 180 meters Scaled)
 HV2899
 HV2899                          SUPERSEDED SURVEY CONTROL
 HV2899
 HV2899  NGVD 29 (??/??/??)    4.859  (m)           15.94   (f) ADJUSTED    2 0
 HV2899
 HV2899.Superseded values are not recommended for survey control.
 HV2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2899.See file dsdata.txt to determine how the superseded data were derived.
 HV2899
 HV2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH986326(NAD 83)
 HV2899_MARKER: DB = BENCH MARK DISK
 HV2899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2899_SP_SET: BRIDGE
 HV2899_STAMPING: A 235 1941
 HV2899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2899
 HV2899  HISTORY     - Date     Condition        Report By
 HV2899  HISTORY     - 1941     MONUMENTED       CGS
 HV2899  HISTORY     - 1962     GOOD             CGS
 HV2899  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2899  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2899
 HV2899                          STATION DESCRIPTION
 HV2899
 HV2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV2899'7.8 MI NW FROM PORT ROYAL.
 HV2899'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE INTERSECTION
 HV2899'OF STATE HIGHWAY 301 AT PORT ROYAL, CAROLINE COUNTY, AT A PLACE
 HV2899'KNOWN LOCALLY AS MOSS NECK, NEAR THE INTERSECTION OF SECONDARY
 HV2899'STATE HIGHWAY 614, 193 FEET SOUTH OF THE CENTER OF THE
 HV2899'INTERSECTION, AT THE NORTH END OF A CONCRETE BRIDGE OVER WARE
 HV2899'CREEK, IN THE TOP OF THE NORTHEAST HEADWALL, 12 FEET WEST OF THE
 HV2899'CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 HV2899'STANDARD DISK, STAMPED A 235 1941.
 HV2899
 HV2899                          STATION RECOVERY (1995)
 HV2899
 HV2899'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2899'MARK NOT FOUND.
 HV2899
 HV2899                          STATION RECOVERY (2002)
 HV2899
 HV2899'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2900 ***********************************************************************
 HV2900  DESIGNATION -  A 235 RESET 1962
 HV2900  PID         -  HV2900
 HV2900  STATE/COUNTY-  VA/CAROLINE
 HV2900  USGS QUAD   -  
 HV2900
 HV2900                         *CURRENT SURVEY CONTROL
 HV2900  ___________________________________________________________________
 HV2900* NAD 83(1986)-  38 13 10.     (N)    077 18 01.     (W)     SCALED    
 HV2900* NAVD 88     -         4.479  (meters)      14.69   (feet)  ADJUSTED  
 HV2900  ___________________________________________________________________
 HV2900  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV2900  DYNAMIC HT  -           4.476 (meters)      14.69  (feet)  COMP
 HV2900  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 HV2900  OBS GRAVITY -     980,028.6   (mgal)                       GRAV_OBS
 HV2900
 HV2900  VERT ORDER  -  FIRST     CLASS I
 HV2900
 HV2900.The horizontal coordinates were scaled from a topographic map and have
 HV2900.an estimated accuracy of +/- 6 seconds.
 HV2900
 HV2900.The orthometric height was determined by differential leveling
 HV2900.and adjusted by the National Geodetic Survey in June 1991..
 HV2900
 HV2900.The geoid height was determined by GEOID03.
 HV2900
 HV2900.The dynamic height is computed by dividing the NAVD 88
 HV2900.geopotential number by the normal gravity value computed on the
 HV2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2900.degrees latitude (g = 980.6199 gals.).
 HV2900
 HV2900.The modeled gravity was interpolated from observed gravity values.
 HV2900.The observed gravity was obtained from relative gravimeter ties
 HV2900.to the IGSN71 gravity network.
 HV2900
 HV2900;                    North         East    Units  Estimated Accuracy
 HV2900;SPC VA N     - 2,062,040.    3,605,050.      MT  (+/- 180 meters Scaled)
 HV2900
 HV2900                          SUPERSEDED SURVEY CONTROL
 HV2900
 HV2900  NGVD 29 (??/??/??)    4.727  (m)           15.51   (f) ADJUSTED    1 1
 HV2900
 HV2900.Superseded values are not recommended for survey control.
 HV2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2900.See file dsdata.txt to determine how the superseded data were derived.
 HV2900
 HV2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH986326(NAD 83)
 HV2900_MARKER: DB = BENCH MARK DISK
 HV2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2900_STAMPING: A 235 RESET 1962
 HV2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2900+STABILITY: SURFACE MOTION
 HV2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2900+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV2900
 HV2900  HISTORY     - Date     Condition        Report By
 HV2900  HISTORY     - 1962     MONUMENTED       CGS
 HV2900  HISTORY     - 1972     GOOD             NGS
 HV2900  HISTORY     - 1978     GOOD             DMA
 HV2900  HISTORY     - 19950831 GOOD             USPSQD
 HV2900  HISTORY     - 20020116 GOOD             USPSQD
 HV2900
 HV2900                          STATION DESCRIPTION
 HV2900
 HV2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2900'7.8 MI NW FROM PORT ROYAL.
 HV2900'ABOUT 7.85 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2900'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, 168 FEET
 HV2900'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 129 FEET SOUTHWEST
 HV2900'OF THE SOUTH CORNER OF A LARGE TRIPLE CHANNEL CONCRETE CULVERT
 HV2900'OVER WARE CREEK, 15 FEET NORTHWEST OF AN 18-INCH BEECH TREE, 14
 HV2900'FEET NORTH OF A 23 INCH WHITE OAK TREE, 0.7 FOOT EAST OF A METAL
 HV2900'WITNESS POST, 10 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 HV2900'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 HV2900'OF THE GROUND.
 HV2900
 HV2900                          STATION RECOVERY (1978)
 HV2900
 HV2900'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2900'RECOVERED IN GOOD CONDITION.
 HV2900
 HV2900                          STATION RECOVERY (1995)
 HV2900
 HV2900'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2900'RECOVERED IN GOOD CONDITION.
 HV2900
 HV2900                          STATION RECOVERY (2002)
 HV2900
 HV2900'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3180 ***********************************************************************
 HV3180  DESIGNATION -  A 237
 HV3180  PID         -  HV3180
 HV3180  STATE/COUNTY-  VA/CAROLINE
 HV3180  USGS QUAD   -  SUPPLY (1968)
 HV3180
 HV3180                         *CURRENT SURVEY CONTROL
 HV3180  ___________________________________________________________________
 HV3180* NAD 83(1986)-  38 02 22.     (N)    077 11 51.     (W)     SCALED    
 HV3180* NAVD 88     -        50.057  (meters)     164.23   (feet)  ADJUSTED  
 HV3180  ___________________________________________________________________
 HV3180  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HV3180  DYNAMIC HT  -          50.025 (meters)     164.12  (feet)  COMP
 HV3180  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 HV3180
 HV3180  VERT ORDER  -  SECOND    CLASS 0
 HV3180
 HV3180.The horizontal coordinates were scaled from a topographic map and have
 HV3180.an estimated accuracy of +/- 6 seconds.
 HV3180
 HV3180.The orthometric height was determined by differential leveling
 HV3180.and adjusted by the National Geodetic Survey in June 1991..
 HV3180
 HV3180.The geoid height was determined by GEOID03.
 HV3180
 HV3180.The dynamic height is computed by dividing the NAVD 88
 HV3180.geopotential number by the normal gravity value computed on the
 HV3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3180.degrees latitude (g = 980.6199 gals.).
 HV3180
 HV3180.The modeled gravity was interpolated from observed gravity values.
 HV3180
 HV3180;                    North         East    Units  Estimated Accuracy
 HV3180;SPC VA N     - 2,042,190.    3,614,340.      MT  (+/- 180 meters Scaled)
 HV3180
 HV3180                          SUPERSEDED SURVEY CONTROL
 HV3180
 HV3180  NGVD 29 (??/??/??)   50.332  (m)          165.13   (f) ADJUSTED    2 0
 HV3180
 HV3180.Superseded values are not recommended for survey control.
 HV3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3180.See file dsdata.txt to determine how the superseded data were derived.
 HV3180
 HV3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH071124(NAD 83)
 HV3180_MARKER: DB = BENCH MARK DISK
 HV3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3180_STAMPING: A 237 1941
 HV3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3180+STABILITY: SURFACE MOTION
 HV3180
 HV3180  HISTORY     - Date     Condition        Report By
 HV3180  HISTORY     - 1941     MONUMENTED       CGS
 HV3180  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV3180  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 HV3180
 HV3180                          STATION DESCRIPTION
 HV3180
 HV3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3180'2.3 MI SE FROM UPPER ZION.
 HV3180'2.3 MILES SOUTHEAST ALONG RESERVATION ROAD 8 FROM THE POST
 HV3180'OFFICE AT UPPER ZION, CAROLINE COUNTY, THENCE 1.7 MILES EAST
 HV3180'ALONG SECONDARY STATE HIGHWAY 641, AT THE CENTER OF A REVERSE
 HV3180'CURVE, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 HV3180'NORTHWEST OF A TRIANGULAR-BLAZED 10-INCH OAK TREE, 15 FEET
 HV3180'EAST OF A TRIANGULAR-BLAZED 6-INCH PINE TREE, 12.6 FEET
 HV3180'SOUTHWEST OF A TRIANGULAR-BLAZED 6-INCH OAK TREE, AND 1 FOOT
 HV3180'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 HV3180'A 237 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HV3180
 HV3180                          STATION RECOVERY (1949)
 HV3180
 HV3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3180'MARK NOT FOUND.
 HV3180
 HV3180                          STATION RECOVERY (1998)
 HV3180
 HV3180'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1442 ***********************************************************************
 FX1442  DESIGNATION -  A 238
 FX1442  PID         -  FX1442
 FX1442  STATE/COUNTY-  VA/DINWIDDIE
 FX1442  USGS QUAD   -  CHERRY HILL (1981)
 FX1442
 FX1442                         *CURRENT SURVEY CONTROL
 FX1442  ___________________________________________________________________
 FX1442* NAD 83(1986)-  36 56 39.     (N)    077 30 15.     (W)     SCALED    
 FX1442* NAVD 88     -        42.958  (meters)     140.94   (feet)  POSTED    
 FX1442  ___________________________________________________________________
 FX1442  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 FX1442  DYNAMIC HT  -          42.930 (meters)     140.85  (feet)  COMP
 FX1442  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 FX1442
 FX1442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1442
 FX1442.The horizontal coordinates were scaled from a topographic map and have
 FX1442.an estimated accuracy of +/- 6 seconds.
 FX1442
 FX1442.The orthometric height was determined by differential leveling
 FX1442.and adjusted by the National Geodetic Survey in 1992..
 FX1442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1442.rate of 0.0 thru 1.0 mm/km.
 FX1442
 FX1442.The geoid height was determined by GEOID03.
 FX1442
 FX1442.The dynamic height is computed by dividing the NAVD 88
 FX1442.geopotential number by the normal gravity value computed on the
 FX1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1442.degrees latitude (g = 980.6199 gals.).
 FX1442
 FX1442.The modeled gravity was interpolated from observed gravity values.
 FX1442
 FX1442;                    North         East    Units  Estimated Accuracy
 FX1442;SPC VA S     - 1,068,260.    3,588,700.      MT  (+/- 180 meters Scaled)
 FX1442
 FX1442                          SUPERSEDED SURVEY CONTROL
 FX1442
 FX1442  NGVD 29 (??/??/92)   43.305  (m)          142.08   (f) ADJ UNCH    2 0
 FX1442
 FX1442.Superseded values are not recommended for survey control.
 FX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1442.See file dsdata.txt to determine how the superseded data were derived.
 FX1442
 FX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF770916(NAD 83)
 FX1442_MARKER: DB = BENCH MARK DISK
 FX1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1442_SP_SET: CULVERT
 FX1442_STAMPING: A 238 1942
 FX1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1442
 FX1442  HISTORY     - Date     Condition        Report By
 FX1442  HISTORY     - 1942     MONUMENTED       CGS
 FX1442  HISTORY     - 1961     GOOD             NGS
 FX1442  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1442
 FX1442                          STATION DESCRIPTION
 FX1442
 FX1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1442'6 MI W FROM STONY CREEK.
 FX1442'IN DINWIDDIE COUNTY, 6 MILES WEST ALONG STATE HIGHWAY 40 FROM
 FX1442'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT STONY CREEK,
 FX1442'SUSSEX COUNTY, 1.0 MILE WEST OF THE COUNTY LINE, 0.1 MILE WEST
 FX1442'OF THE T-JUNCTION OF STATE SECONDARY ROAD 630, AT A CULVERT, IN
 FX1442'THE WEST END OF THE NORTH CONCRETE HEADWALL, 20 FEET NORTH
 FX1442'OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A LARGE BLAZED PINE
 FX1442'TREE.  A STANDARD DISK, STAMPED A 238 1942.
 FX1442
 FX1442                          STATION RECOVERY (2001)
 FX1442
 FX1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1638 ***********************************************************************
 FX1638  DESIGNATION -  A 239
 FX1638  PID         -  FX1638
 FX1638  STATE/COUNTY-  VA/BRUNSWICK
 FX1638  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1638
 FX1638                         *CURRENT SURVEY CONTROL
 FX1638  ___________________________________________________________________
 FX1638* NAD 83(1986)-  36 50 36.     (N)    077 43 29.     (W)     SCALED    
 FX1638* NAVD 88     -        95.727  (meters)     314.06   (feet)  POSTED    
 FX1638  ___________________________________________________________________
 FX1638  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 FX1638  DYNAMIC HT  -          95.650 (meters)     313.81  (feet)  COMP
 FX1638  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 FX1638
 FX1638  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1638
 FX1638.The horizontal coordinates were scaled from a topographic map and have
 FX1638.an estimated accuracy of +/- 6 seconds.
 FX1638
 FX1638.The orthometric height was determined by differential leveling
 FX1638.and adjusted by the National Geodetic Survey in 1992..
 FX1638.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1638.rate of 0.0 thru 1.0 mm/km.
 FX1638
 FX1638.The geoid height was determined by GEOID03.
 FX1638
 FX1638.The dynamic height is computed by dividing the NAVD 88
 FX1638.geopotential number by the normal gravity value computed on the
 FX1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1638.degrees latitude (g = 980.6199 gals.).
 FX1638
 FX1638.The modeled gravity was interpolated from observed gravity values.
 FX1638
 FX1638;                    North         East    Units  Estimated Accuracy
 FX1638;SPC VA S     - 1,056,880.    3,569,150.      MT  (+/- 180 meters Scaled)
 FX1638
 FX1638                          SUPERSEDED SURVEY CONTROL
 FX1638
 FX1638  NGVD 29 (??/??/92)   96.049  (m)          315.12   (f) ADJ UNCH    2 0
 FX1638
 FX1638.Superseded values are not recommended for survey control.
 FX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1638.See file dsdata.txt to determine how the superseded data were derived.
 FX1638
 FX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF570809(NAD 83)
 FX1638_MARKER: DB = BENCH MARK DISK
 FX1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1638_STAMPING: A 239 1942
 FX1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1638+STABILITY: SURFACE MOTION
 FX1638
 FX1638  HISTORY     - Date     Condition        Report By
 FX1638  HISTORY     - 1942     MONUMENTED       CGS
 FX1638  HISTORY     - 1961     GOOD             NGS
 FX1638  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 FX1638
 FX1638                          STATION DESCRIPTION
 FX1638
 FX1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1638'1 MI N FROM SMOKY ORDINARY.
 FX1638'ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 140 FROM THE BRIDGE OVER
 FX1638'THE VIRGINIAN RAILWAY AT SMOKY ORDINARY, BRUNSWICK COUNTY,
 FX1638'AT THE JUNCTION OF STATE SECONDARY ROADS 607 AND 609, 71 FEET
 FX1638'NORTH OF THE CENTER OF THE JUNCTION, 46 FEET EAST OF THE CENTERLINE
 FX1638'OF THE HIGHWAY, AND 23 FEET NORTH OF A BLAZED OAK TREE.  A
 FX1638'STANDARD DISK, STAMPED A 239 1942 AND SET IN THE TOP OF A CONCRETE
 FX1638'POST.  THE OLD TREE HAS BEEN REMOVED AND HIGHWAY 140 IS NOW 712
 FX1638'AND THE MARK IS 1.5 FEET EAST OF A CGS WITNESS SIGN.
 FX1638
 FX1638                          STATION RECOVERY (2001)
 FX1638
 FX1638'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1126 ***********************************************************************
 FZ1126  DESIGNATION -  A 24
 FZ1126  PID         -  FZ1126
 FZ1126  STATE/COUNTY-  VA/SMYTH
 FZ1126  USGS QUAD   -  MARION (1978)
 FZ1126
 FZ1126                         *CURRENT SURVEY CONTROL
 FZ1126  ___________________________________________________________________
 FZ1126* NAD 83(1986)-  36 49 59.     (N)    081 31 10.     (W)     SCALED    
 FZ1126* NAVD 88     -       663.927  (meters)    2178.23   (feet)  ADJUSTED  
 FZ1126  ___________________________________________________________________
 FZ1126  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FZ1126  DYNAMIC HT  -         663.307 (meters)    2176.20  (feet)  COMP
 FZ1126  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FZ1126
 FZ1126  VERT ORDER  -  FIRST     CLASS II
 FZ1126
 FZ1126.The horizontal coordinates were scaled from a topographic map and have
 FZ1126.an estimated accuracy of +/- 6 seconds.
 FZ1126
 FZ1126.The orthometric height was determined by differential leveling
 FZ1126.and adjusted by the National Geodetic Survey in June 1991..
 FZ1126
 FZ1126.The geoid height was determined by GEOID03.
 FZ1126
 FZ1126.The dynamic height is computed by dividing the NAVD 88
 FZ1126.geopotential number by the normal gravity value computed on the
 FZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1126.degrees latitude (g = 980.6199 gals.).
 FZ1126
 FZ1126.The modeled gravity was interpolated from observed gravity values.
 FZ1126
 FZ1126;                    North         East    Units  Estimated Accuracy
 FZ1126;SPC VA S     - 1,059,760.    3,230,700.      MT  (+/- 180 meters Scaled)
 FZ1126
 FZ1126                          SUPERSEDED SURVEY CONTROL
 FZ1126
 FZ1126  NGVD 29 (??/??/92)  663.996  (m)         2178.46   (f) ADJ UNCH    1 2
 FZ1126
 FZ1126.Superseded values are not recommended for survey control.
 FZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1126.See file dsdata.txt to determine how the superseded data were derived.
 FZ1126
 FZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA536764(NAD 83)
 FZ1126_MARKER: DB = BENCH MARK DISK
 FZ1126_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FZ1126_STAMPING: 2178.637 A 24 1931
 FZ1126_MARK LOGO: CGS   
 FZ1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1126+STABILITY: POSITION/ELEVATION WELL
 FZ1126
 FZ1126  HISTORY     - Date     Condition        Report By
 FZ1126  HISTORY     - 1931     MONUMENTED       CGS
 FZ1126  HISTORY     - 1959     GOOD             NGS
 FZ1126  HISTORY     - 1984     GOOD             NGS
 FZ1126  HISTORY     - 1985     GOOD             USPSQD
 FZ1126
 FZ1126                          STATION DESCRIPTION
 FZ1126
 FZ1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1126'AT MARION.
 FZ1126'AT MARION, ABOUT 0.1 MILE SOUTHWEST ALONG EAST MAIN STREET
 FZ1126'FROM THE POST OFFICE, AT THE INTERSECTION OF MAIN STREET (U.S.
 FZ1126'HIGHWAY 11) AND CHURCH STREET, SET VERTICALLY IN THE SOUTHEAST
 FZ1126'FACE OF MARION NATIONAL BANK BUILDING, 11 FEET NORTHEAST OF THE
 FZ1126'SOUTH CORNER OF THE BUILDING, 3.8 FEET ABOVE THE SIDEWALK, 16
 FZ1126'FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, AND 19.2
 FZ1126'FEET NORTHEAST OF THE NORTHEAST CURB OF CHURCH STREET.
 FZ1126
 FZ1126                          STATION RECOVERY (1984)
 FZ1126
 FZ1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1126'RECOVERED IN GOOD CONDITION, THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 FZ1126'THE BANK BUILDING IS NOW THE SMYTH COUNTY MUTUAL INSURANCE COMPANY
 FZ1126'BUILDING.
 FZ1126
 FZ1126                          STATION RECOVERY (1985)
 FZ1126
 FZ1126'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ1126'BUILDING NOW OCCUPIED BY SMYTH COUNTY MUTUAL INSURANCE CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1421 ***********************************************************************
 FX1421  DESIGNATION -  A 240
 FX1421  PID         -  FX1421
 FX1421  STATE/COUNTY-  VA/DINWIDDIE
 FX1421  USGS QUAD   -  CHERRY HILL (1981)
 FX1421
 FX1421                         *CURRENT SURVEY CONTROL
 FX1421  ___________________________________________________________________
 FX1421* NAD 83(1986)-  36 58 25.     (N)    077 34 45.     (W)     SCALED    
 FX1421* NAVD 88     -        63.503  (meters)     208.34   (feet)  POSTED    
 FX1421  ___________________________________________________________________
 FX1421  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FX1421  DYNAMIC HT  -          63.450 (meters)     208.17  (feet)  COMP
 FX1421  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 FX1421
 FX1421  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1421
 FX1421.The horizontal coordinates were scaled from a topographic map and have
 FX1421.an estimated accuracy of +/- 6 seconds.
 FX1421
 FX1421.The orthometric height was determined by differential leveling
 FX1421.and adjusted by the National Geodetic Survey in 1992..
 FX1421.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1421.rate of 0.0 thru 1.0 mm/km.
 FX1421
 FX1421.The geoid height was determined by GEOID03.
 FX1421
 FX1421.The dynamic height is computed by dividing the NAVD 88
 FX1421.geopotential number by the normal gravity value computed on the
 FX1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1421.degrees latitude (g = 980.6199 gals.).
 FX1421
 FX1421.The modeled gravity was interpolated from observed gravity values.
 FX1421
 FX1421;                    North         East    Units  Estimated Accuracy
 FX1421;SPC VA S     - 1,071,450.    3,581,990.      MT  (+/- 180 meters Scaled)
 FX1421
 FX1421                          SUPERSEDED SURVEY CONTROL
 FX1421
 FX1421  NGVD 29 (??/??/92)   63.837  (m)          209.44   (f) ADJ UNCH    2 0
 FX1421
 FX1421.Superseded values are not recommended for survey control.
 FX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1421.See file dsdata.txt to determine how the superseded data were derived.
 FX1421
 FX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF704950(NAD 83)
 FX1421_MARKER: DB = BENCH MARK DISK
 FX1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1421_STAMPING: A 240 1942
 FX1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1421+STABILITY: SURFACE MOTION
 FX1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1421+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 FX1421
 FX1421  HISTORY     - Date     Condition        Report By
 FX1421  HISTORY     - 1942     MONUMENTED       CGS
 FX1421  HISTORY     - 1961     GOOD             NGS
 FX1421  HISTORY     - 20010127 GOOD             USPSQD
 FX1421  HISTORY     - 20060114 GOOD             USPSQD
 FX1421
 FX1421                          STATION DESCRIPTION
 FX1421
 FX1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1421'4 MI NE FROM CHERRY HILL.
 FX1421'2.2 MILES NORTH ALONG STATE SECONDARY ROADS 619 AND 609 FROM THE
 FX1421'INTERSECTION OF STATE HIGHWAY 40, 2 MILES EAST OF CHERRY HILL,
 FX1421'DINWIDDIE COUNTY, AT A FARM-ROAD JUNCTION, 39.5 FEET NORTHWEST
 FX1421'OF THE CENTERLINE OF ROAD 609, 19.6 FEET NORTHEAST OF THE CENTERLINE
 FX1421'OF THE FARM ROAD, 18.4 FEET NORTHWEST OF A 29-INCH BLAZED OAK
 FX1421'TREE, AND ABOUT LEVEL WITH THE PAVEMENT.  A STANDARD DISK,
 FX1421'STAMPED A 240 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1421
 FX1421                          STATION RECOVERY (2001)
 FX1421
 FX1421'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1421'RECOVERED IN GOOD CONDITION.
 FX1421
 FX1421                          STATION RECOVERY (2006)
 FX1421
 FX1421'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 FX1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2220 ***********************************************************************
 GV2220  DESIGNATION -  A 241
 GV2220  PID         -  GV2220
 GV2220  STATE/COUNTY-  VA/NOTTOWAY
 GV2220  USGS QUAD   -  WELLVILLE (1981)
 GV2220
 GV2220                         *CURRENT SURVEY CONTROL
 GV2220  ___________________________________________________________________
 GV2220* NAD 83(1986)-  37 08 24.     (N)    077 54 56.     (W)     SCALED    
 GV2220* NAVD 88     -       124.772  (meters)     409.36   (feet)  ADJUSTED  
 GV2220  ___________________________________________________________________
 GV2220  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV2220  DYNAMIC HT  -         124.682 (meters)     409.06  (feet)  COMP
 GV2220  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 GV2220
 GV2220  VERT ORDER  -  SECOND    CLASS 0
 GV2220
 GV2220.The horizontal coordinates were scaled from a topographic map and have
 GV2220.an estimated accuracy of +/- 6 seconds.
 GV2220
 GV2220.The orthometric height was determined by differential leveling
 GV2220.and adjusted by the National Geodetic Survey in June 1991..
 GV2220
 GV2220.The geoid height was determined by GEOID03.
 GV2220
 GV2220.The dynamic height is computed by dividing the NAVD 88
 GV2220.geopotential number by the normal gravity value computed on the
 GV2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2220.degrees latitude (g = 980.6199 gals.).
 GV2220
 GV2220.The modeled gravity was interpolated from observed gravity values.
 GV2220
 GV2220;                    North         East    Units  Estimated Accuracy
 GV2220;SPC VA S     - 1,089,680.    3,551,920.      MT  (+/- 180 meters Scaled)
 GV2220
 GV2220                          SUPERSEDED SURVEY CONTROL
 GV2220
 GV2220  NGVD 29 (??/??/??)  125.048  (m)          410.26   (f) ADJUSTED    2 0
 GV2220
 GV2220.Superseded values are not recommended for survey control.
 GV2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2220.See file dsdata.txt to determine how the superseded data were derived.
 GV2220
 GV2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG410143(NAD 83)
 GV2220_MARKER: DB = BENCH MARK DISK
 GV2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2220_STAMPING: A 241 1942
 GV2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2220+STABILITY: SURFACE MOTION
 GV2220
 GV2220  HISTORY     - Date     Condition        Report By
 GV2220  HISTORY     - 1942     MONUMENTED       CGS
 GV2220  HISTORY     - 1961     GOOD             CGS
 GV2220  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV2220  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GV2220  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2220
 GV2220                          STATION DESCRIPTION
 GV2220
 GV2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2220'1.1 MI NE FROM WELLVILLE.
 GV2220'1.1 MILES NORTH-NORTHEAST ALONG STATE HIGHWAY 153 FROM THE
 GV2220'NORFOLK AND WESTERN RAILWAY STATION AT WELLVILLE, NOTTOWAY
 GV2220'COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF SECONDARY STATE
 GV2220'HIGHWAY 612 AT NORTH WELLVILLE, 0.6 MILE NORTH OF THE INTERSECTION
 GV2220'ON U.S. HIGHWAY 460, AT A ROAD INTERSECTION, IN THE NORTHEAST
 GV2220'QUARTER OF THE INTERSECTION, 26 FEET NORTH OF THE CENTERLINE
 GV2220'OF THE ROAD, 25.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GV2220'14 FEET WEST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE
 GV2220'ON THE WEST SIDE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 GV2220'AND ABOUT 2 FEET ABOE THE LEVEL OF THE HIGHWAY.  A STANDARD
 GV2220'DISK, STAMPED A 241 1942 AND SET IN THE TOP OF A CONCRETE
 GV2220'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE MARK IS
 GV2220'ABOUT 75 FEET NORTHWEST OF A WHITE BLOCK HOUSE, 11 FEET NORTH OF
 GV2220'TELEPHONE POLE NO. 157, 6.5 FEET WEST OF A FENCE AND 1.0 FEET
 GV2220'WEST OF A WITNESS SIGN.
 GV2220
 GV2220                          STATION RECOVERY (1996)
 GV2220
 GV2220'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2220'MARK NOT FOUND.
 GV2220
 GV2220                          STATION RECOVERY (2000)
 GV2220
 GV2220'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2220'MARK NOT FOUND.
 GV2220
 GV2220                          STATION RECOVERY (2001)
 GV2220
 GV2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3483 ***********************************************************************
 GV3483  DESIGNATION -  A 241 RESET 1977
 GV3483  PID         -  GV3483
 GV3483  STATE/COUNTY-  VA/NOTTOWAY
 GV3483  USGS QUAD   -  WELLVILLE (1981)
 GV3483
 GV3483                         *CURRENT SURVEY CONTROL
 GV3483  ___________________________________________________________________
 GV3483* NAD 83(1986)-  37 08 24.     (N)    077 54 56.     (W)     SCALED    
 GV3483* NAVD 88     -       124.55   (meters)     408.6    (feet)  RESET     
 GV3483  ___________________________________________________________________
 GV3483  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3483
 GV3483  VERT ORDER  -  THIRD
 GV3483
 GV3483.The horizontal coordinates were scaled from a topographic map and have
 GV3483.an estimated accuracy of +/- 6 seconds.
 GV3483
 GV3483.The orthometric height was computed from unverified reset data.
 GV3483.No vertical observational check was made to the station.
 GV3483
 GV3483.The geoid height was determined by GEOID03.
 GV3483
 GV3483;                    North         East    Units  Estimated Accuracy
 GV3483;SPC VA S     - 1,089,680.    3,551,920.      MT  (+/- 180 meters Scaled)
 GV3483
 GV3483                          SUPERSEDED SURVEY CONTROL
 GV3483
 GV3483  NGVD 29 (??/??/??)  124.83   (m)          409.5    (f) RESET       3  
 GV3483
 GV3483.Superseded values are not recommended for survey control.
 GV3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3483.See file dsdata.txt to determine how the superseded data were derived.
 GV3483
 GV3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG410143(NAD 83)
 GV3483_MARKER: DB = BENCH MARK DISK
 GV3483_SETTING: 0 = UNSPECIFIED SETTING
 GV3483_STAMPING: A 241 RESET 1977
 GV3483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3483+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV3483
 GV3483  HISTORY     - Date     Condition        Report By
 GV3483  HISTORY     - 1977     MONUMENTED       VADH
 GV3483  HISTORY     - 19960105 GOOD             USPSQD
 GV3483  HISTORY     - 20001207 GOOD             USPSQD
 GV3483  HISTORY     - 20010331 GOOD             NGS
 GV3483  HISTORY     - 20060112 GOOD             USPSQD
 GV3483
 GV3483                          STATION DESCRIPTION
 GV3483
 GV3483'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1977
 GV3483'1.1 MI N NE FROM WELLVILLE.
 GV3483'1.1 MILES NORTH-NORTHEAST ALONG STATE HIGHWAY 153 FROM THE NORFOLK AND
 GV3483'WESTERN RAILWAY STATION AT WELLVILLE, NOTTAWAY COUNTY, 70.6 FEET EAST
 GV3483'OF CENTERLINE OF ROUTE 153, 1.7 FEET NORTHWEST OF THE NORTHWEST CORNER
 GV3483'OF A CINDERBLOCK PUMP HOUSE.
 GV3483
 GV3483                          STATION RECOVERY (1996)
 GV3483
 GV3483'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3483'RECOVERED IN GOOD CONDITION.
 GV3483
 GV3483                          STATION RECOVERY (2000)
 GV3483
 GV3483'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV3483'RECOVERED IN GOOD CONDITION.
 GV3483
 GV3483                          STATION RECOVERY (2001)
 GV3483
 GV3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV3483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV3483
 GV3483                          STATION RECOVERY (2006)
 GV3483
 GV3483'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0371 ***********************************************************************
 GW0371  DESIGNATION -  A 242
 GW0371  PID         -  GW0371
 GW0371  STATE/COUNTY-  VA/NOTTOWAY
 GW0371  USGS QUAD   -  CREWE EAST (1984)
 GW0371
 GW0371                         *CURRENT SURVEY CONTROL
 GW0371  ___________________________________________________________________
 GW0371* NAD 83(1986)-  37 11 58.     (N)    078 06 29.     (W)     SCALED    
 GW0371* NAVD 88     -       125.205  (meters)     410.78   (feet)  ADJUSTED  
 GW0371  ___________________________________________________________________
 GW0371  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GW0371  DYNAMIC HT  -         125.114 (meters)     410.48  (feet)  COMP
 GW0371  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 GW0371
 GW0371  VERT ORDER  -  SECOND    CLASS 0
 GW0371
 GW0371.The horizontal coordinates were scaled from a topographic map and have
 GW0371.an estimated accuracy of +/- 6 seconds.
 GW0371
 GW0371.The orthometric height was determined by differential leveling
 GW0371.and adjusted by the National Geodetic Survey in June 1991..
 GW0371
 GW0371.The geoid height was determined by GEOID03.
 GW0371
 GW0371.The dynamic height is computed by dividing the NAVD 88
 GW0371.geopotential number by the normal gravity value computed on the
 GW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0371.degrees latitude (g = 980.6199 gals.).
 GW0371
 GW0371.The modeled gravity was interpolated from observed gravity values.
 GW0371
 GW0371;                    North         East    Units  Estimated Accuracy
 GW0371;SPC VA S     - 1,096,190.    3,534,790.      MT  (+/- 180 meters Scaled)
 GW0371
 GW0371                          SUPERSEDED SURVEY CONTROL
 GW0371
 GW0371  NGVD 29 (??/??/92)  125.446  (m)          411.57   (f) ADJ UNCH    2 0
 GW0371
 GW0371.Superseded values are not recommended for survey control.
 GW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0371.See file dsdata.txt to determine how the superseded data were derived.
 GW0371
 GW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB566209(NAD 83)
 GW0371_MARKER: DB = BENCH MARK DISK
 GW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0371_STAMPING: A 242 1942
 GW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0371+STABILITY: SURFACE MOTION
 GW0371
 GW0371  HISTORY     - Date     Condition        Report By
 GW0371  HISTORY     - 1942     MONUMENTED       CGS
 GW0371  HISTORY     - 1961     MARK NOT FOUND   NGS
 GW0371  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 GW0371  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0371  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0371
 GW0371                          STATION DESCRIPTION
 GW0371
 GW0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0371'2.2 MI NE FROM CREWS.
 GW0371'1.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY 619 FROM THE
 GW0371'JUNCTION OF U.S. HIGHWAY 460 AT CREWE, NOTTOWAY COUNTY, THENCE
 GW0371'0.6 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 630, AT THE
 GW0371'JUNCTION OF TWO PRIVATE ROADS, 29.4 FEET NORTH OF THE CENTERLINE
 GW0371'OF THE HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF ONE OF THE
 GW0371'PRIVATE ROADS, 100 FEET NORTH OF A FARMHOUSE, AND 37 FEET EAST OF
 GW0371'THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT UNDER THE ROAD.
 GW0371'A STANDARD DISK, STAMPED A 242 1942 AND SET IN THE TOP OF A
 GW0371'CONCRETE POST.
 GW0371
 GW0371                          STATION RECOVERY (1996)
 GW0371
 GW0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0371'MARK NOT FOUND.
 GW0371
 GW0371                          STATION RECOVERY (2000)
 GW0371
 GW0371'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0371'MARK NOT FOUND.
 GW0371
 GW0371                          STATION RECOVERY (2001)
 GW0371
 GW0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2169 ***********************************************************************
 GV2169  DESIGNATION -  A 243
 GV2169  PID         -  GV2169
 GV2169  STATE/COUNTY-  VA/CHESTERFIELD
 GV2169  USGS QUAD   -  CLAYVILLE (1968)
 GV2169
 GV2169                         *CURRENT SURVEY CONTROL
 GV2169  ___________________________________________________________________
 GV2169* NAD 83(1986)-  37 24 35.     (N)    077 47 30.     (W)     SCALED    
 GV2169* NAVD 88     -        93.598  (meters)     307.08   (feet)  ADJUSTED  
 GV2169  ___________________________________________________________________
 GV2169  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GV2169  DYNAMIC HT  -          93.533 (meters)     306.87  (feet)  COMP
 GV2169  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 GV2169
 GV2169  VERT ORDER  -  SECOND    CLASS 0
 GV2169
 GV2169.The horizontal coordinates were scaled from a topographic map and have
 GV2169.an estimated accuracy of +/- 6 seconds.
 GV2169
 GV2169.The orthometric height was determined by differential leveling
 GV2169.and adjusted by the National Geodetic Survey in June 1991..
 GV2169
 GV2169.The geoid height was determined by GEOID03.
 GV2169
 GV2169.The dynamic height is computed by dividing the NAVD 88
 GV2169.geopotential number by the normal gravity value computed on the
 GV2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2169.degrees latitude (g = 980.6199 gals.).
 GV2169
 GV2169.The modeled gravity was interpolated from observed gravity values.
 GV2169
 GV2169;                    North         East    Units  Estimated Accuracy
 GV2169;SPC VA S     - 1,119,690.    3,562,710.      MT  (+/- 180 meters Scaled)
 GV2169
 GV2169                          SUPERSEDED SURVEY CONTROL
 GV2169
 GV2169  NGVD 29 (??/??/??)   93.882  (m)          308.01   (f) ADJUSTED    2 0
 GV2169
 GV2169.Superseded values are not recommended for survey control.
 GV2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2169.See file dsdata.txt to determine how the superseded data were derived.
 GV2169
 GV2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG529439(NAD 83)
 GV2169_MARKER: DB = BENCH MARK DISK
 GV2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2169_STAMPING: A 243 1942
 GV2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2169+STABILITY: SURFACE MOTION
 GV2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2169+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2169
 GV2169  HISTORY     - Date     Condition        Report By
 GV2169  HISTORY     - 1942     MONUMENTED       CGS
 GV2169  HISTORY     - 1961     GOOD             CGS
 GV2169  HISTORY     - 1989     GOOD             USPSQD
 GV2169  HISTORY     - 1990     GOOD             USPSQD
 GV2169  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2169  HISTORY     - 19940220 GOOD             USPSQD
 GV2169  HISTORY     - 19991120 GOOD             USPSQD
 GV2169  HISTORY     - 20041023 GOOD             USPSQD
 GV2169
 GV2169                          STATION DESCRIPTION
 GV2169
 GV2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2169'5.2 MI S FROM MOSELEY.
 GV2169'IN CHESTERFIELD COUNTY, 5.2 MILES SOUTH ALONG SECONDARY STATE
 GV2169'HIGHWAY 605 FROM THE SOUTHERN RAILWAY STATION AT MOSELEY, POWHATAN
 GV2169'COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY
 GV2169'603, 0.2 MILE NORTH OF SKINQUARTER CHURCH, AT THE NORTHEAST
 GV2169'CORNER OF A CEMETERY, AT THE JUNCTION OF A ROAD LEADING WEST INTO
 GV2169'THE CEMETERY, 122 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD,
 GV2169'25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 FEET EAST
 GV2169'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GV2169'A 243 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2169
 GV2169                          STATION RECOVERY (1989)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2169'RECOVERED IN GOOD CONDITION.
 GV2169
 GV2169                          STATION RECOVERY (1990)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV2169'RECOVERED IN GOOD CONDITION.
 GV2169
 GV2169                          STATION RECOVERY (1991)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 1991 (HBK)
 GV2169'MARK NOT FOUND.
 GV2169
 GV2169                          STATION RECOVERY (1994)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2169'RECOVERED IN GOOD CONDITION.
 GV2169
 GV2169                          STATION RECOVERY (1999)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2169'RECOVERED IN GOOD CONDITION.
 GV2169
 GV2169                          STATION RECOVERY (2004)
 GV2169
 GV2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2169' 
 GV2169' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2212 ***********************************************************************
 GV2212  DESIGNATION -  A 244
 GV2212  PID         -  GV2212
 GV2212  STATE/COUNTY-  VA/AMELIA
 GV2212  USGS QUAD   -  MANNBORO (1987)
 GV2212
 GV2212                         *CURRENT SURVEY CONTROL
 GV2212  ___________________________________________________________________
 GV2212* NAD 83(1986)-  37 15 09.     (N)    077 49 46.     (W)     SCALED    
 GV2212* NAVD 88     -       101.582  (meters)     333.27   (feet)  ADJUSTED  
 GV2212  ___________________________________________________________________
 GV2212  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GV2212  DYNAMIC HT  -         101.509 (meters)     333.03  (feet)  COMP
 GV2212  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 GV2212
 GV2212  VERT ORDER  -  SECOND    CLASS 0
 GV2212
 GV2212.The horizontal coordinates were scaled from a topographic map and have
 GV2212.an estimated accuracy of +/- 6 seconds.
 GV2212
 GV2212.The orthometric height was determined by differential leveling
 GV2212.and adjusted by the National Geodetic Survey in June 1991..
 GV2212
 GV2212.The geoid height was determined by GEOID03.
 GV2212
 GV2212.The dynamic height is computed by dividing the NAVD 88
 GV2212.geopotential number by the normal gravity value computed on the
 GV2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2212.degrees latitude (g = 980.6199 gals.).
 GV2212
 GV2212.The modeled gravity was interpolated from observed gravity values.
 GV2212
 GV2212;                    North         East    Units  Estimated Accuracy
 GV2212;SPC VA S     - 1,102,220.    3,559,490.      MT  (+/- 180 meters Scaled)
 GV2212
 GV2212                          SUPERSEDED SURVEY CONTROL
 GV2212
 GV2212  NGVD 29 (??/??/??)  101.867  (m)          334.21   (f) ADJUSTED    2 0
 GV2212
 GV2212.Superseded values are not recommended for survey control.
 GV2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2212.See file dsdata.txt to determine how the superseded data were derived.
 GV2212
 GV2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG490266(NAD 83)
 GV2212_MARKER: DB = BENCH MARK DISK
 GV2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2212_STAMPING: A 244 1942
 GV2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2212+STABILITY: SURFACE MOTION
 GV2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2212+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2212
 GV2212  HISTORY     - Date     Condition        Report By
 GV2212  HISTORY     - 1942     MONUMENTED       CGS
 GV2212  HISTORY     - 1961     GOOD             CGS
 GV2212  HISTORY     - 19941029 GOOD             USPSQD
 GV2212  HISTORY     - 20000304 GOOD             USPSQD
 GV2212  HISTORY     - 20041109 GOOD             USPSQD
 GV2212
 GV2212                          STATION DESCRIPTION
 GV2212
 GV2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2212'0.4 MI NW FROM MANNBORO.
 GV2212'0.4 MILE NORTHWEST ALON  SECONDARY STATE HIGHWAY 708 FROM THE
 GV2212'POST OFFICE AT MANNBORO, AMELIA COUNTY, 0.3 MILE NORTHWEST OF THE
 GV2212'JUNCTION OF SECONDARY STATE HIGHWAY 612 LEADING SOUTHWEST, 140
 GV2212'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, AT THE JUNCTION OF
 GV2212'A PRIVATE ROAD LEADING NORTH, 20 FEET NORTH OF THE CENTERLINE OF
 GV2212'THE HIGHWAY, 18 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD,
 GV2212'4 FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTH OF THE
 GV2212'RIGHT-OF-WAY FENCE, 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE, AND
 GV2212'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV2212'STAMPED A 244 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2212
 GV2212                          STATION RECOVERY (1994)
 GV2212
 GV2212'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2212'RECOVERED IN GOOD CONDITION.
 GV2212
 GV2212                          STATION RECOVERY (2000)
 GV2212
 GV2212'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2212'RECOVERED IN GOOD CONDITION.
 GV2212
 GV2212                          STATION RECOVERY (2004)
 GV2212
 GV2212'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2117 ***********************************************************************
 GV2117  DESIGNATION -  A 245
 GV2117  PID         -  GV2117
 GV2117  STATE/COUNTY-  VA/CHESTERFIELD
 GV2117  USGS QUAD   -  CHESTERFIELD (1994)
 GV2117
 GV2117                         *CURRENT SURVEY CONTROL
 GV2117  ___________________________________________________________________
 GV2117* NAD 83(1986)-  37 24 57.     (N)    077 35 19.     (W)     SCALED    
 GV2117* NAVD 88     -        80.089  (meters)     262.76   (feet)  ADJUSTED  
 GV2117  ___________________________________________________________________
 GV2117  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV2117  DYNAMIC HT  -          80.032 (meters)     262.57  (feet)  COMP
 GV2117  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 GV2117
 GV2117  VERT ORDER  -  SECOND    CLASS 0
 GV2117
 GV2117.The horizontal coordinates were scaled from a topographic map and have
 GV2117.an estimated accuracy of +/- 6 seconds.
 GV2117
 GV2117.The orthometric height was determined by differential leveling
 GV2117.and adjusted by the National Geodetic Survey in June 1991..
 GV2117
 GV2117.The geoid height was determined by GEOID03.
 GV2117
 GV2117.The dynamic height is computed by dividing the NAVD 88
 GV2117.geopotential number by the normal gravity value computed on the
 GV2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2117.degrees latitude (g = 980.6199 gals.).
 GV2117
 GV2117.The modeled gravity was interpolated from observed gravity values.
 GV2117
 GV2117;                    North         East    Units  Estimated Accuracy
 GV2117;SPC VA S     - 1,120,520.    3,580,680.      MT  (+/- 180 meters Scaled)
 GV2117
 GV2117                          SUPERSEDED SURVEY CONTROL
 GV2117
 GV2117  NGVD 29 (??/??/??)   80.388  (m)          263.74   (f) ADJUSTED    2 0
 GV2117
 GV2117.Superseded values are not recommended for survey control.
 GV2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2117.See file dsdata.txt to determine how the superseded data were derived.
 GV2117
 GV2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG709441(NAD 83)
 GV2117_MARKER: DB = BENCH MARK DISK
 GV2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2117_STAMPING: A 245 1942
 GV2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2117+STABILITY: SURFACE MOTION
 GV2117
 GV2117  HISTORY     - Date     Condition        Report By
 GV2117  HISTORY     - 1942     MONUMENTED       CGS
 GV2117  HISTORY     - 1961     GOOD             CGS
 GV2117  HISTORY     - 1988     GOOD             USPSQD
 GV2117  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2117  HISTORY     - 1990     GOOD             USPSQD
 GV2117  HISTORY     - 19940220 GOOD             USPSQD
 GV2117  HISTORY     - 19980623 SEE DESCRIPTION  VADHT
 GV2117  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2117  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 GV2117
 GV2117                          STATION DESCRIPTION
 GV2117
 GV2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2117'2.3 MI NW FROM BEACH.
 GV2117'2.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 654 FROM
 GV2117'THE POST OFFICE AT BEACH, CHESTERFIELD COUNTY, THENCE 2.8
 GV2117'MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 653, AT THE
 GV2117'Y-JUNCTION OF A ROAD LEADING NORTH, 27 FEET NORTHWEST OF THE
 GV2117'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE
 GV2117'OF THE SIDE ROAD, 12 FEET WEST OF GUY POLE 38265, AND 2 FEET
 GV2117'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV2117'STAMPED A 245 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2117
 GV2117                          STATION RECOVERY (1961)
 GV2117
 GV2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2117'RECOVERED IN GOOD CONDITION.
 GV2117
 GV2117                          STATION RECOVERY (1988)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 1988 (TOM)
 GV2117'RECOVERED IN GOOD CONDITION.
 GV2117
 GV2117                          STATION RECOVERY (1989)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBK)
 GV2117'MARK NOT FOUND.
 GV2117
 GV2117                          STATION RECOVERY (1990)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2117'RECOVERED IN GOOD CONDITION.
 GV2117
 GV2117                          STATION RECOVERY (1994)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2117'RECOVERED IN GOOD CONDITION.
 GV2117
 GV2117                          STATION RECOVERY (1998)
 GV2117
 GV2117'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2117'THIS MONUMENT HAS BEEN DESTROYED.  THE DISK HAS BEEN REMOVED.
 GV2117
 GV2117                          STATION RECOVERY (1999)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2117'MARK NOT FOUND.
 GV2117
 GV2117                          STATION RECOVERY (2004)
 GV2117
 GV2117'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 GV2117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1236 ***********************************************************************
 GV1236  DESIGNATION -  A 246
 GV1236  PID         -  GV1236
 GV1236  STATE/COUNTY-  VA/HENRICO
 GV1236  USGS QUAD   -  RICHMOND (1994)
 GV1236
 GV1236                         *CURRENT SURVEY CONTROL
 GV1236  ___________________________________________________________________
 GV1236* NAD 83(1986)-  37 34 47.     (N)    077 27 41.     (W)     SCALED    
 GV1236* NAVD 88     -        61.523  (meters)     201.85   (feet)  ADJUSTED  
 GV1236  ___________________________________________________________________
 GV1236  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GV1236  DYNAMIC HT  -          61.481 (meters)     201.71  (feet)  COMP
 GV1236  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 GV1236
 GV1236  VERT ORDER  -  FIRST     CLASS II
 GV1236
 GV1236.The horizontal coordinates were scaled from a topographic map and have
 GV1236.an estimated accuracy of +/- 6 seconds.
 GV1236
 GV1236.The orthometric height was determined by differential leveling
 GV1236.and adjusted by the National Geodetic Survey in June 1991..
 GV1236
 GV1236.The geoid height was determined by GEOID03.
 GV1236
 GV1236.The dynamic height is computed by dividing the NAVD 88
 GV1236.geopotential number by the normal gravity value computed on the
 GV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1236.degrees latitude (g = 980.6199 gals.).
 GV1236
 GV1236.The modeled gravity was interpolated from observed gravity values.
 GV1236
 GV1236;                    North         East    Units  Estimated Accuracy
 GV1236;SPC VA S     - 1,138,820.    3,591,740.      MT  (+/- 180 meters Scaled)
 GV1236
 GV1236                          SUPERSEDED SURVEY CONTROL
 GV1236
 GV1236  NGVD 29 (??/??/??)   61.832  (m)          202.86   (f) ADJUSTED    1 2
 GV1236
 GV1236.Superseded values are not recommended for survey control.
 GV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1236.See file dsdata.txt to determine how the superseded data were derived.
 GV1236
 GV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG826620(NAD 83)
 GV1236_MARKER: DB = BENCH MARK DISK
 GV1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1236_STAMPING: A 246 1942
 GV1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1236+STABILITY: SURFACE MOTION
 GV1236
 GV1236  HISTORY     - Date     Condition        Report By
 GV1236  HISTORY     - 1942     MONUMENTED       CGS
 GV1236  HISTORY     - 1958     GOOD             CGS
 GV1236  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1236  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV1236  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1236  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 GV1236
 GV1236                          STATION DESCRIPTION
 GV1236
 GV1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1236'AT RICHMOND.
 GV1236'AT RICHMOND, HENRICO COUNTY, ON HERMITAGE ROAD (STATE HIGHWAY 161)
 GV1236'BETWEEN PALMYRA AVENUE AND OAKDALE ROAD, IN THE SECOND PARKWAY
 GV1236'NORTH OF THE TRAFFIC CIRCLE AT THE JUNCTION OF WESTWOOD AVENUE, 73
 GV1236'FEET SOUTH OF THE NORTH END OF THE PARKWAY, 7.5 FEET NORTH OF THE
 GV1236'SOUTH END, 18 INCHES WEST OF THE WEST CURB OF THE NORTH-BOUND
 GV1236'DRIVE, AND IN THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED A
 GV1236'246 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV1236
 GV1236                          STATION RECOVERY (1958)
 GV1236
 GV1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1236'RECOVERED IN GOOD CONDITION.
 GV1236
 GV1236                          STATION RECOVERY (1994)
 GV1236
 GV1236'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1236'MARK NOT FOUND.
 GV1236
 GV1236                          STATION RECOVERY (1996)
 GV1236
 GV1236'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1236'MARK NOT FOUND.
 GV1236
 GV1236                          STATION RECOVERY (2000)
 GV1236
 GV1236'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV1236'MARK NOT FOUND.
 GV1236
 GV1236                          STATION RECOVERY (2005)
 GV1236
 GV1236'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1236'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1636 ***********************************************************************
 GV1636  DESIGNATION -  A 247
 GV1636  PID         -  GV1636
 GV1636  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1636  USGS QUAD   -  PETERSBURG (1994)
 GV1636
 GV1636                         *CURRENT SURVEY CONTROL
 GV1636  ___________________________________________________________________
 GV1636* NAD 83(1986)-  37 14 13.     (N)    077 23 17.     (W)     SCALED    
 GV1636* NAVD 88     -         8.891  (meters)      29.17   (feet)  ADJUSTED  
 GV1636  ___________________________________________________________________
 GV1636  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV1636  DYNAMIC HT  -           8.885 (meters)      29.15  (feet)  COMP
 GV1636  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 GV1636
 GV1636  VERT ORDER  -  FIRST     CLASS II
 GV1636
 GV1636.The horizontal coordinates were scaled from a topographic map and have
 GV1636.an estimated accuracy of +/- 6 seconds.
 GV1636
 GV1636.The orthometric height was determined by differential leveling
 GV1636.and adjusted by the National Geodetic Survey in June 1991..
 GV1636
 GV1636.The geoid height was determined by GEOID03.
 GV1636
 GV1636.The dynamic height is computed by dividing the NAVD 88
 GV1636.geopotential number by the normal gravity value computed on the
 GV1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1636.degrees latitude (g = 980.6199 gals.).
 GV1636
 GV1636.The modeled gravity was interpolated from observed gravity values.
 GV1636
 GV1636;                    North         East    Units  Estimated Accuracy
 GV1636;SPC VA S     - 1,100,860.    3,598,660.      MT  (+/- 180 meters Scaled)
 GV1636
 GV1636                          SUPERSEDED SURVEY CONTROL
 GV1636
 GV1636  NGVD 29 (??/??/??)    9.249  (m)           30.34   (f) ADJUSTED    1 2
 GV1636
 GV1636.Superseded values are not recommended for survey control.
 GV1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1636.See file dsdata.txt to determine how the superseded data were derived.
 GV1636
 GV1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG881238(NAD 83)
 GV1636_MARKER: DB = BENCH MARK DISK
 GV1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1636_SP_SET: RELAY CASE BASE
 GV1636_STAMPING: A 247 1942
 GV1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1636
 GV1636  HISTORY     - Date     Condition        Report By
 GV1636  HISTORY     - 1942     MONUMENTED       CGS
 GV1636  HISTORY     - 1963     GOOD             CGS
 GV1636  HISTORY     - 1971     GOOD             NGS
 GV1636  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1636  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1636  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1636
 GV1636                          STATION DESCRIPTION
 GV1636
 GV1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1636'0.8 MI E FROM PETERSBURG.
 GV1636'IN PRINCE GEORGE COUNTY, ABOUT 0.8 MILE EAST ALONG THE CITY POINT
 GV1636'BRANCH OF THE NORFOLK AND WESTERN RAILWAY FROM THE PASSENGER
 GV1636'STATION AT PETERSBURG, 73.2 FEET EAST OF A LIGHT SIGNAL, 17.7
 GV1636'FEET EAST OF THE EAST END OF A SHORT WOOD-AND-CONCRETE BRIDGE,
 GV1636'7.7 FEET SOUTH OF THE SOUTH RAIL, AND IN THE CONCRETE BASE OF
 GV1636'A RELAY CASE.  A STANDARD DISK, STAMPED A 247 1942.  NOTE-- THE
 GV1636'MARK IS 200 FEET WEST OF A LIGHT SIGNAL AND THE RELAY CASE IS GONE.
 GV1636
 GV1636                          STATION RECOVERY (1971)
 GV1636
 GV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1636'RECOVERED IN GOOD CONDITION.
 GV1636
 GV1636                          STATION RECOVERY (1998)
 GV1636
 GV1636'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1636'MARK NOT FOUND.
 GV1636
 GV1636                          STATION RECOVERY (2003)
 GV1636
 GV1636'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1636'MARK NOT FOUND.
 GV1636
 GV1636                          STATION RECOVERY (2004)
 GV1636
 GV1636'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2327 ***********************************************************************
 GV2327  DESIGNATION -  A 248
 GV2327  PID         -  GV2327
 GV2327  STATE/COUNTY-  VA/DINWIDDIE
 GV2327  USGS QUAD   -  DARVILLS (1980)
 GV2327
 GV2327                         *CURRENT SURVEY CONTROL
 GV2327  ___________________________________________________________________
 GV2327* NAD 83(1986)-  37 03 54.     (N)    077 51 00.     (W)     SCALED    
 GV2327* NAVD 88     -       112.836  (meters)     370.20   (feet)  POSTED    
 GV2327  ___________________________________________________________________
 GV2327  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 GV2327  DYNAMIC HT  -         112.750 (meters)     369.91  (feet)  COMP
 GV2327  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 GV2327
 GV2327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV2327
 GV2327.The horizontal coordinates were scaled from a topographic map and have
 GV2327.an estimated accuracy of +/- 6 seconds.
 GV2327
 GV2327.The orthometric height was determined by differential leveling
 GV2327.and adjusted by the National Geodetic Survey in 1992..
 GV2327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV2327.rate of 1.1 thru 2.0 mm/km.
 GV2327
 GV2327.The geoid height was determined by GEOID03.
 GV2327
 GV2327.The dynamic height is computed by dividing the NAVD 88
 GV2327.geopotential number by the normal gravity value computed on the
 GV2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2327.degrees latitude (g = 980.6199 gals.).
 GV2327
 GV2327.The modeled gravity was interpolated from observed gravity values.
 GV2327
 GV2327;                    North         East    Units  Estimated Accuracy
 GV2327;SPC VA S     - 1,081,400.    3,557,810.      MT  (+/- 180 meters Scaled)
 GV2327
 GV2327                          SUPERSEDED SURVEY CONTROL
 GV2327
 GV2327  NGVD 29 (??/??/??)  113.137  (m)          371.18   (f) ADJUSTED    2 0
 GV2327
 GV2327.Superseded values are not recommended for survey control.
 GV2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2327.See file dsdata.txt to determine how the superseded data were derived.
 GV2327
 GV2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG466058(NAD 83)
 GV2327_MARKER: DB = BENCH MARK DISK
 GV2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2327_STAMPING: A 248 1942
 GV2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2327+STABILITY: SURFACE MOTION
 GV2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2327+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2327
 GV2327  HISTORY     - Date     Condition        Report By
 GV2327  HISTORY     - 1942     MONUMENTED       CGS
 GV2327  HISTORY     - 1961     GOOD             CGS
 GV2327  HISTORY     - 19951116 GOOD             USPSQD
 GV2327  HISTORY     - 20001208 GOOD             USPSQD
 GV2327  HISTORY     - 20051022 GOOD             USPSQD
 GV2327
 GV2327                          STATION DESCRIPTION
 GV2327
 GV2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2327'1 MI W FROM DARVILLE.
 GV2327'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 GV2327'STATE SECONDARY ROAD 613 AT DARVILLS, DINWIDDIE COUNTY, AT THE
 GV2327'JUNCTION OF A FARM ROAD LEADING NORTHEAST TO A HOUSE, 280 YARDS
 GV2327'NORTHWEST OF A SERVICE STATION, 44 FEET NORTHEAST OF THE
 GV2327'CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF POWER LINE POLE
 GV2327'560, AND 11.4 FEET NORTH OF A 16-INCH PINE TREE.  A STANDARD
 GV2327'DISK, STAMPED A 248 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2327
 GV2327                          STATION RECOVERY (1995)
 GV2327
 GV2327'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2327'RECOVERED IN GOOD CONDITION.
 GV2327
 GV2327                          STATION RECOVERY (2000)
 GV2327
 GV2327'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2327'RECOVERED IN GOOD CONDITION.
 GV2327
 GV2327                          STATION RECOVERY (2005)
 GV2327
 GV2327'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0341 ***********************************************************************
 GW0341  DESIGNATION -  A 249
 GW0341  PID         -  GW0341
 GW0341  STATE/COUNTY-  VA/NOTTOWAY
 GW0341  USGS QUAD   -  CREWE WEST (1987)
 GW0341
 GW0341                         *CURRENT SURVEY CONTROL
 GW0341  ___________________________________________________________________
 GW0341* NAD 83(1986)-  37 10 41.     (N)    078 12 05.     (W)     SCALED    
 GW0341* NAVD 88     -       131.958  (meters)     432.93   (feet)  POSTED    
 GW0341  ___________________________________________________________________
 GW0341  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GW0341  DYNAMIC HT  -         131.860 (meters)     432.61  (feet)  COMP
 GW0341  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 GW0341
 GW0341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW0341
 GW0341.The horizontal coordinates were scaled from a topographic map and have
 GW0341.an estimated accuracy of +/- 6 seconds.
 GW0341
 GW0341.The orthometric height was determined by differential leveling
 GW0341.and adjusted by the National Geodetic Survey in 1992..
 GW0341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW0341.rate of 1.1 thru 2.0 mm/km.
 GW0341
 GW0341.The geoid height was determined by GEOID03.
 GW0341
 GW0341.The dynamic height is computed by dividing the NAVD 88
 GW0341.geopotential number by the normal gravity value computed on the
 GW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0341.degrees latitude (g = 980.6199 gals.).
 GW0341
 GW0341.The modeled gravity was interpolated from observed gravity values.
 GW0341
 GW0341;                    North         East    Units  Estimated Accuracy
 GW0341;SPC VA S     - 1,093,780.    3,526,520.      MT  (+/- 180 meters Scaled)
 GW0341
 GW0341                          SUPERSEDED SURVEY CONTROL
 GW0341
 GW0341  NGVD 29 (??/??/92)  132.190  (m)          433.69   (f) ADJ UNCH    2 0
 GW0341
 GW0341.Superseded values are not recommended for survey control.
 GW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0341.See file dsdata.txt to determine how the superseded data were derived.
 GW0341
 GW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB484182(NAD 83)
 GW0341_MARKER: DB = BENCH MARK DISK
 GW0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0341_STAMPING: A 249 1942
 GW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0341+STABILITY: SURFACE MOTION
 GW0341
 GW0341  HISTORY     - Date     Condition        Report By
 GW0341  HISTORY     - 1942     MONUMENTED       CGS
 GW0341  HISTORY     - 1961     MARK NOT FOUND   NGS
 GW0341  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0341  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0341  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0341
 GW0341                          STATION DESCRIPTION
 GW0341
 GW0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0341'1 MI S FROM BURKEVILLE.
 GW0341'ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD
 GW0341'STATION AT BURKEVILLE, NOTTOWAY COUNTY, JUST NORTH OF THE BRIDGE
 GW0341'OVER MALLORYS CREEK, AT A DIRT ROAD LEADING EAST TO SEVERAL
 GW0341'TOBACCO BARNS, 32.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18
 GW0341'FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 19.3 FEET NORTHEAST
 GW0341'OF A POWER LINE POLE, 3 FEET FROM A WHITE WOODEN WITNESS POST
 GW0341'STENCILED USBM AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A
 GW0341'STANDARD DISK, STAMPED A 249 1942 AND SET IN THE TOP OF A CONCRETE
 GW0341'POST.  NOTE-- HIGHWAY 49 IS NOW HIGHWAY 723.
 GW0341
 GW0341                          STATION RECOVERY (1996)
 GW0341
 GW0341'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0341'MARK NOT FOUND.
 GW0341
 GW0341                          STATION RECOVERY (2000)
 GW0341
 GW0341'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0341'MARK NOT FOUND.
 GW0341
 GW0341                          STATION RECOVERY (2001)
 GW0341
 GW0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0521 ***********************************************************************
 GX0521  DESIGNATION -  A 25
 GX0521  PID         -  GX0521
 GX0521  STATE/COUNTY-  VA/PULASKI
 GX0521  USGS QUAD   -  RADFORD NORTH (1984)
 GX0521
 GX0521                         *CURRENT SURVEY CONTROL
 GX0521  ___________________________________________________________________
 GX0521* NAD 83(1986)-  37 08 10.     (N)    080 35 28.     (W)     SCALED    
 GX0521* NAVD 88     -       541.975  (meters)    1778.13   (feet)  ADJUSTED  
 GX0521  ___________________________________________________________________
 GX0521  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX0521  DYNAMIC HT  -         541.489 (meters)    1776.54  (feet)  COMP
 GX0521  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 GX0521
 GX0521  VERT ORDER  -  FIRST     CLASS II
 GX0521
 GX0521.The horizontal coordinates were scaled from a topographic map and have
 GX0521.an estimated accuracy of +/- 6 seconds.
 GX0521
 GX0521.The orthometric height was determined by differential leveling
 GX0521.and adjusted by the National Geodetic Survey in June 1991..
 GX0521
 GX0521.The geoid height was determined by GEOID03.
 GX0521
 GX0521.The dynamic height is computed by dividing the NAVD 88
 GX0521.geopotential number by the normal gravity value computed on the
 GX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0521.degrees latitude (g = 980.6199 gals.).
 GX0521
 GX0521.The modeled gravity was interpolated from observed gravity values.
 GX0521
 GX0521;                    North         East    Units  Estimated Accuracy
 GX0521;SPC VA S     - 1,091,150.    3,314,220.      MT  (+/- 180 meters Scaled)
 GX0521
 GX0521                          SUPERSEDED SURVEY CONTROL
 GX0521
 GX0521  NGVD 29 (??/??/92)  542.074  (m)         1778.45   (f) ADJ UNCH    1 2
 GX0521
 GX0521.Superseded values are not recommended for survey control.
 GX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0521.See file dsdata.txt to determine how the superseded data were derived.
 GX0521
 GX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB363100(NAD 83)
 GX0521_MARKER: DB = BENCH MARK DISK
 GX0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0521_SP_SET: BRIDGE
 GX0521_STAMPING: 1778.658 A 25 1931
 GX0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0521
 GX0521  HISTORY     - Date     Condition        Report By
 GX0521  HISTORY     - 1931     MONUMENTED       CGS
 GX0521  HISTORY     - 1959     GOOD             NGS
 GX0521
 GX0521                          STATION DESCRIPTION
 GX0521
 GX0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0521'AT NEW RIVER.
 GX0521'AT NEW RIVER, ABOUT 0.3 MILE WEST OF THE WEST END OF THE NORFOLK
 GX0521'AND WESTERN RAILWAY BRIDGE OVER NEW RIVER (BRIDGE NUMBER 201),
 GX0521'70 YARDS EAST OF FLAG STATION NEW RIVER, 5.8 FEET NORTH OF THE
 GX0521'NORTH RAIL, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 GX0521'RAILWAY BRIDGE NO. 202, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX0521'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0119 ***********************************************************************
 HW0119  DESIGNATION -  A 251
 HW0119  PID         -  HW0119
 HW0119  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0119  USGS QUAD   -  WASHINGTON (1994)
 HW0119
 HW0119                         *CURRENT SURVEY CONTROL
 HW0119  ___________________________________________________________________
 HW0119* NAD 83(1986)-  38 38 31.     (N)    078 12 12.     (W)     SCALED    
 HW0119* NAVD 88     -       178.146  (meters)     584.47   (feet)  ADJUSTED  
 HW0119  ___________________________________________________________________
 HW0119  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW0119  DYNAMIC HT  -         178.029 (meters)     584.08  (feet)  COMP
 HW0119  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 HW0119
 HW0119  VERT ORDER  -  SECOND    CLASS 0
 HW0119
 HW0119.The horizontal coordinates were scaled from a topographic map and have
 HW0119.an estimated accuracy of +/- 6 seconds.
 HW0119
 HW0119.The orthometric height was determined by differential leveling
 HW0119.and adjusted by the National Geodetic Survey in June 1991..
 HW0119
 HW0119.The geoid height was determined by GEOID03.
 HW0119
 HW0119.The dynamic height is computed by dividing the NAVD 88
 HW0119.geopotential number by the normal gravity value computed on the
 HW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0119.degrees latitude (g = 980.6199 gals.).
 HW0119
 HW0119.The modeled gravity was interpolated from observed gravity values.
 HW0119
 HW0119;                    North         East    Units  Estimated Accuracy
 HW0119;SPC VA N     - 2,108,300.    3,525,830.      MT  (+/- 180 meters Scaled)
 HW0119
 HW0119                          SUPERSEDED SURVEY CONTROL
 HW0119
 HW0119  NGVD 29 (??/??/92)  178.344  (m)          585.12   (f) ADJ UNCH    2 0
 HW0119
 HW0119.Superseded values are not recommended for survey control.
 HW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0119.See file dsdata.txt to determine how the superseded data were derived.
 HW0119
 HW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC434807(NAD 83)
 HW0119_MARKER: DB = BENCH MARK DISK
 HW0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0119_SP_SET: CULVERT
 HW0119_STAMPING: A 251 1942
 HW0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0119
 HW0119  HISTORY     - Date     Condition        Report By
 HW0119  HISTORY     - 1942     MONUMENTED       CGS
 HW0119  HISTORY     - 1959     MARK NOT FOUND   USGS
 HW0119
 HW0119                          STATION DESCRIPTION
 HW0119
 HW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0119'1.7 MI SE FROM SPERRYVILLE.
 HW0119'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 3 FROM THE POST
 HW0119'OFFICE AT SPERRYVILLE, SET IN THE NORTHWEST CORNER OF THE
 HW0119'SOUTHWEST HEADWALL OF A 36-INCH CONCRETE CULVERT UNDER HIGHWAY,
 HW0119'35 FEET NORTHEAST OF THE EAST CORNER OF A 2-STORY FARM HOUSE,
 HW0119'24.8 FEET SOUTHWEST OF CENTER-LINE OF HIGHWAY, 24.5 FEET EAST
 HW0119'OF A FORKED TREE IN FRONT OF HOUSE, ABOUT 1.5 FEET BELOW ROAD
 HW0119'LEVEL.  A STANDARD DISK, STAMPED A 251 1942.
 HW0119
 HW0119                          STATION RECOVERY (1959)
 HW0119
 HW0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HW0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2999 ***********************************************************************
 JV2999  DESIGNATION -  A 252
 JV2999  PID         -  JV2999
 JV2999  STATE/COUNTY-  VA/LOUDOUN
 JV2999  USGS QUAD   -  WATERFORD (1984)
 JV2999
 JV2999                         *CURRENT SURVEY CONTROL
 JV2999  ___________________________________________________________________
 JV2999* NAD 83(1986)-  39 08 57.     (N)    077 32 31.     (W)     SCALED    
 JV2999* NAVD 88     -        77.610  (meters)     254.63   (feet)  ADJUSTED  
 JV2999  ___________________________________________________________________
 JV2999  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JV2999  DYNAMIC HT  -          77.567 (meters)     254.48  (feet)  COMP
 JV2999  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 JV2999
 JV2999  VERT ORDER  -  SECOND    CLASS 0
 JV2999
 JV2999.The horizontal coordinates were scaled from a topographic map and have
 JV2999.an estimated accuracy of +/- 6 seconds.
 JV2999
 JV2999.The orthometric height was determined by differential leveling
 JV2999.and adjusted by the National Geodetic Survey in June 1991..
 JV2999
 JV2999.The geoid height was determined by GEOID03.
 JV2999
 JV2999.The dynamic height is computed by dividing the NAVD 88
 JV2999.geopotential number by the normal gravity value computed on the
 JV2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2999.degrees latitude (g = 980.6199 gals.).
 JV2999
 JV2999.The modeled gravity was interpolated from observed gravity values.
 JV2999
 JV2999;                    North         East    Units  Estimated Accuracy
 JV2999;SPC VA N     - 2,164,990.    3,582,820.      MT  (+/- 180 meters Scaled)
 JV2999
 JV2999                          SUPERSEDED SURVEY CONTROL
 JV2999
 JV2999  NGVD 29 (??/??/??)   77.828  (m)          255.34   (f) ADJUSTED    2 0
 JV2999
 JV2999.Superseded values are not recommended for survey control.
 JV2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2999.See file dsdata.txt to determine how the superseded data were derived.
 JV2999
 JV2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ803364(NAD 83)
 JV2999_MARKER: DB = BENCH MARK DISK
 JV2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2999_STAMPING: A-252 1942
 JV2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2999+STABILITY: SURFACE MOTION
 JV2999
 JV2999  HISTORY     - Date     Condition        Report By
 JV2999  HISTORY     - 1942     MONUMENTED       CGS
 JV2999
 JV2999                          STATION DESCRIPTION
 JV2999
 JV2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2999'2.9 MI N FROM LEESBURG.
 JV2999'2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 15 FROM THE COUNTY
 JV2999'COURT HOUSE AT LEESBURG, SET AT INTERSECTION OF NO. 15 AND TWO
 JV2999'PRIVATE ROADS, 58.8 FEET NORTHEAST OF THE NORTHEAST STONE
 JV2999'PILLAR POST OF PRIVATE ROAD LEADING NORTHWEST TO RASPBERRY
 JV2999'PLAIN, 76 FEET WEST OF THE SOUTH BRICK PILLAR POST OF PRIVATE
 JV2999'ROAD LEADING EAST, 28 FEET WEST OF CENTER-LINE OF HIGHWAY, 18.5
 JV2999'FEET SOUTHWEST OF CORNER FENCE POST, 1.6 FEET SOUTHEAST OF
 JV2999'RIGHT-OF-WAY FENCE, 0.8 FOOT SOUTHEAST OF A WHITE MARKER POST.
 JV2999'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3000 ***********************************************************************
 JV3000  DESIGNATION -  A 252 RESET
 JV3000  PID         -  JV3000
 JV3000  STATE/COUNTY-  VA/LOUDOUN
 JV3000  USGS QUAD   -  WATERFORD (1984)
 JV3000
 JV3000                         *CURRENT SURVEY CONTROL
 JV3000  ___________________________________________________________________
 JV3000* NAD 83(1986)-  39 08 57.     (N)    077 32 31.     (W)     SCALED    
 JV3000* NAVD 88     -        78.63   (meters)     258.0    (feet)  RESET     
 JV3000  ___________________________________________________________________
 JV3000  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JV3000
 JV3000  VERT ORDER  -  THIRD
 JV3000
 JV3000.The horizontal coordinates were scaled from a topographic map and have
 JV3000.an estimated accuracy of +/- 6 seconds.
 JV3000
 JV3000.The orthometric height was computed from unverified reset data.
 JV3000.No vertical observational check was made to the station.
 JV3000
 JV3000.The geoid height was determined by GEOID03.
 JV3000
 JV3000;                    North         East    Units  Estimated Accuracy
 JV3000;SPC VA N     - 2,164,990.    3,582,820.      MT  (+/- 180 meters Scaled)
 JV3000
 JV3000                          SUPERSEDED SURVEY CONTROL
 JV3000
 JV3000  NGVD 29 (??/??/??)   78.14   (m)          256.4    (f) RESET       3  
 JV3000
 JV3000.Superseded values are not recommended for survey control.
 JV3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3000.See file dsdata.txt to determine how the superseded data were derived.
 JV3000
 JV3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ803364(NAD 83)
 JV3000_MARKER: DB = BENCH MARK DISK
 JV3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3000_STAMPING: A-252-1942 RESET 1958
 JV3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3000+STABILITY: SURFACE MOTION
 JV3000
 JV3000  HISTORY     - Date     Condition        Report By
 JV3000  HISTORY     - 1958     MONUMENTED       CGS
 JV3000  HISTORY     - 19950323 MARK NOT FOUND   NGS
 JV3000
 JV3000                          STATION DESCRIPTION
 JV3000
 JV3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JV3000'2.6 MI N FROM LEESBURG.
 JV3000'MARK IS 2.65 MILES NORTH OF THE JUNCTION AT LEESBURG, VA., OF
 JV3000'HIGHWAYS U.S. -15 VA. 7 ON THE WEST SIDE OF U.S. -15, ABOUT
 JV3000'12 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING INTO
 JV3000'FARM HOMES.  IT IS ON PRIVATE PROPERTY, ABOUT 1 FOOT NORTH OF A
 JV3000'BOARD FENCE AND ABOUT 125 FEET WEST OF THE CENTERLINE OF THE
 JV3000'HIGHWAY.  HIGHWAY CONSTRUCTION IN 1958 WILL ALTER THIS DESCRIPTION.
 JV3000
 JV3000                          STATION RECOVERY (1995)
 JV3000
 JV3000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JV3000'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3117 ***********************************************************************
 JV3117  DESIGNATION -  A 253
 JV3117  PID         -  JV3117
 JV3117  STATE/COUNTY-  VA/LOUDOUN
 JV3117  USGS QUAD   -  BLUEMONT (1981)
 JV3117
 JV3117                         *CURRENT SURVEY CONTROL
 JV3117  ___________________________________________________________________
 JV3117* NAD 83(1986)-  39 02 09.     (N)    077 47 18.     (W)     SCALED    
 JV3117* NAVD 88     -       143.889  (meters)     472.08   (feet)  ADJUSTED  
 JV3117  ___________________________________________________________________
 JV3117  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JV3117  DYNAMIC HT  -         143.804 (meters)     471.80  (feet)  COMP
 JV3117  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JV3117
 JV3117  VERT ORDER  -  SECOND    CLASS 0
 JV3117
 JV3117.The horizontal coordinates were scaled from a topographic map and have
 JV3117.an estimated accuracy of +/- 6 seconds.
 JV3117
 JV3117.The orthometric height was determined by differential leveling
 JV3117.and adjusted by the National Geodetic Survey in June 1991..
 JV3117
 JV3117.The geoid height was determined by GEOID03.
 JV3117
 JV3117.The dynamic height is computed by dividing the NAVD 88
 JV3117.geopotential number by the normal gravity value computed on the
 JV3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3117.degrees latitude (g = 980.6199 gals.).
 JV3117
 JV3117.The modeled gravity was interpolated from observed gravity values.
 JV3117
 JV3117;                    North         East    Units  Estimated Accuracy
 JV3117;SPC VA N     - 2,152,220.    3,561,620.      MT  (+/- 180 meters Scaled)
 JV3117
 JV3117                          SUPERSEDED SURVEY CONTROL
 JV3117
 JV3117  NGVD 29 (??/??/??)  144.097  (m)          472.76   (f) ADJUSTED    2 0
 JV3117
 JV3117.Superseded values are not recommended for survey control.
 JV3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3117.See file dsdata.txt to determine how the superseded data were derived.
 JV3117
 JV3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ586244(NAD 83)
 JV3117_MARKER: DB = BENCH MARK DISK
 JV3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3117_STAMPING: A 253 1942
 JV3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3117+STABILITY: SURFACE MOTION
 JV3117
 JV3117  HISTORY     - Date     Condition        Report By
 JV3117  HISTORY     - 1942     MONUMENTED       CGS
 JV3117  HISTORY     - 20050319 GOOD             GEOCAC
 JV3117
 JV3117                          STATION DESCRIPTION
 JV3117
 JV3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3117'0.6 MI SE FROM WILLISVILLE.
 JV3117'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 743 FROM THE INTERSECTION
 JV3117'OF STATE HIGHWAY 623 AT WILLISVILLE, LOUDOUN COUNTY, THENCE
 JV3117'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 719, 0.15 MILE NORTHEAST
 JV3117'OF UNISON, AT THE JUNCTION OF STATE HIGHWAY 626 LEADING
 JV3117'SOUTHEAST, 28 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 JV3117'626, 23.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 719,
 JV3117'3.5 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT NORTH OF A WHITE
 JV3117'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 253 1942
 JV3117'AND SET IN THE TOP OF A CONCRETE POST.
 JV3117
 JV3117                          STATION RECOVERY (2005)
 JV3117
 JV3117'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV3117'WOODEN WITNESS POST NO LONGER EXISTS, A METAL WITNESS POST IS AT THE
 JV3117'LOCATION BUT LAYING ON THE GROUND.  MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3139 ***********************************************************************
 JV3139  DESIGNATION -  A 254
 JV3139  PID         -  JV3139
 JV3139  STATE/COUNTY-  VA/CLARKE
 JV3139  USGS QUAD   -  BLUEMONT (1981)
 JV3139
 JV3139                         *CURRENT SURVEY CONTROL
 JV3139  ___________________________________________________________________
 JV3139* NAD 83(1986)-  39 04 54.     (N)    077 52 05.     (W)     SCALED    
 JV3139* NAVD 88     -       502.958  (meters)    1650.12   (feet)  ADJUSTED  
 JV3139  ___________________________________________________________________
 JV3139  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JV3139  DYNAMIC HT  -         502.631 (meters)    1649.05  (feet)  COMP
 JV3139  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 JV3139
 JV3139  VERT ORDER  -  SECOND    CLASS 0
 JV3139
 JV3139.The horizontal coordinates were scaled from a topographic map and have
 JV3139.an estimated accuracy of +/- 6 seconds.
 JV3139
 JV3139.The orthometric height was determined by differential leveling
 JV3139.and adjusted by the National Geodetic Survey in June 1991..
 JV3139
 JV3139.The geoid height was determined by GEOID03.
 JV3139
 JV3139.The dynamic height is computed by dividing the NAVD 88
 JV3139.geopotential number by the normal gravity value computed on the
 JV3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3139.degrees latitude (g = 980.6199 gals.).
 JV3139
 JV3139.The modeled gravity was interpolated from observed gravity values.
 JV3139
 JV3139;                    North         East    Units  Estimated Accuracy
 JV3139;SPC VA N     - 2,157,260.    3,554,680.      MT  (+/- 180 meters Scaled)
 JV3139
 JV3139                          SUPERSEDED SURVEY CONTROL
 JV3139
 JV3139  NGVD 29 (??/??/??)  503.154  (m)         1650.76   (f) ADJUSTED    2 0
 JV3139
 JV3139.Superseded values are not recommended for survey control.
 JV3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3139.See file dsdata.txt to determine how the superseded data were derived.
 JV3139
 JV3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ519297(NAD 83)
 JV3139_MARKER: DB = BENCH MARK DISK
 JV3139_SETTING: 66 = SET IN ROCK OUTCROP
 JV3139_SP_SET: ROCK OUTCROP
 JV3139_STAMPING: A 254 1942
 JV3139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3139+STABILITY: POSITION/ELEVATION WELL
 JV3139
 JV3139  HISTORY     - Date     Condition        Report By
 JV3139  HISTORY     - 1942     MONUMENTED       CGS
 JV3139
 JV3139                          STATION DESCRIPTION
 JV3139
 JV3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3139'0.4 MI NW FROM BLUEMONT.
 JV3139'IN CLARKE COUNTY, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM
 JV3139'THE JUNCTION OF STATE HIGHWAY 734 AT BLUEMONT, LOUDOUN COUNTY,
 JV3139'THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 601, 8.6 MILES
 JV3139'NORTHEAST OF THE POST OFFICE AT PARIS, FAUQUIER COUNTY, 0.15
 JV3139'MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING
 JV3139'NORTHWEST, 0.05 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD
 JV3139'LEADING SOUTHEAST, AT THE ENTRANCE TO BALL ALLEY, 98 FEET
 JV3139'EAST OF THE FENCE CORNER AT THE ENTRANCE, 20 FEET SOUTHEAST OF
 JV3139'THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE FENCE,
 JV3139'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 3-1/2 FEET HIGHER THAN
 JV3139'THE HIGHWAY.  A STANDARD DISK, STAMPED A 254 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0777 ***********************************************************************
 HW0777  DESIGNATION -  A 255
 HW0777  PID         -  HW0777
 HW0777  STATE/COUNTY-  VA/ROCKINGHAM
 HW0777  USGS QUAD   -  ELKTON WEST (1987)
 HW0777
 HW0777                         *CURRENT SURVEY CONTROL
 HW0777  ___________________________________________________________________
 HW0777* NAD 83(1986)-  38 23 55.     (N)    078 38 18.     (W)     SCALED    
 HW0777* NAVD 88     -       297.663  (meters)     976.58   (feet)  ADJUSTED  
 HW0777  ___________________________________________________________________
 HW0777  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HW0777  DYNAMIC HT  -         297.451 (meters)     975.89  (feet)  COMP
 HW0777  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HW0777
 HW0777  VERT ORDER  -  SECOND    CLASS 0
 HW0777
 HW0777.The horizontal coordinates were scaled from a topographic map and have
 HW0777.an estimated accuracy of +/- 6 seconds.
 HW0777
 HW0777.The orthometric height was determined by differential leveling
 HW0777.and adjusted by the National Geodetic Survey in June 1991..
 HW0777
 HW0777.The geoid height was determined by GEOID03.
 HW0777
 HW0777.The dynamic height is computed by dividing the NAVD 88
 HW0777.geopotential number by the normal gravity value computed on the
 HW0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0777.degrees latitude (g = 980.6199 gals.).
 HW0777
 HW0777.The modeled gravity was interpolated from observed gravity values.
 HW0777
 HW0777;                    North         East    Units  Estimated Accuracy
 HW0777;SPC VA N     - 2,081,250.    3,487,920.      MT  (+/- 180 meters Scaled)
 HW0777
 HW0777                          SUPERSEDED SURVEY CONTROL
 HW0777
 HW0777  NGVD 29 (??/??/92)  297.839  (m)          977.16   (f) ADJ UNCH    2 0
 HW0777
 HW0777.Superseded values are not recommended for survey control.
 HW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0777.See file dsdata.txt to determine how the superseded data were derived.
 HW0777
 HW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC062526(NAD 83)
 HW0777_MARKER: DB = BENCH MARK DISK
 HW0777_SETTING: 66 = SET IN ROCK OUTCROP
 HW0777_SP_SET: ROCK OUTCROP
 HW0777_STAMPING: A 255 1942
 HW0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0777+STABILITY: POSITION/ELEVATION WELL
 HW0777
 HW0777  HISTORY     - Date     Condition        Report By
 HW0777  HISTORY     - 1942     MONUMENTED       CGS
 HW0777  HISTORY     - 1965     GOOD             NGS
 HW0777  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0777
 HW0777                          STATION DESCRIPTION
 HW0777
 HW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0777'1 MI W FROM ELKTON.
 HW0777'1.0 MILE WEST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE CITY
 HW0777'PRODUCE EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY, ABOUT
 HW0777'900 FEET EAST OF THE CROSSING OF STATE SECONDARY ROAD 639, ABOUT
 HW0777'300 FEET WEST OF A COAL CHUTE, 132 FEET EAST OF A SIDING SWITCH,
 HW0777'6.8 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, ABOUT 1
 HW0777'FOOT HIGHER THAN THE TRACK, AND IN A ROCK OUTCROP.  A STANDARD
 HW0777'DISK, STAMPED A 255 1942.
 HW0777
 HW0777                          STATION RECOVERY (1998)
 HW0777
 HW0777'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3101 ***********************************************************************
 JV3101  DESIGNATION -  A 256
 JV3101  PID         -  JV3101
 JV3101  STATE/COUNTY-  VA/LOUDOUN
 JV3101  USGS QUAD   -  PURCELLVILLE (1984)
 JV3101
 JV3101                         *CURRENT SURVEY CONTROL
 JV3101  ___________________________________________________________________
 JV3101* NAD 83(1986)-  39 11 45.     (N)    077 42 28.     (W)     SCALED    
 JV3101* NAVD 88     -       159.370  (meters)     522.87   (feet)  ADJUSTED  
 JV3101  ___________________________________________________________________
 JV3101  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JV3101  DYNAMIC HT  -         159.277 (meters)     522.56  (feet)  COMP
 JV3101  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 JV3101
 JV3101  VERT ORDER  -  SECOND    CLASS 0
 JV3101
 JV3101.The horizontal coordinates were scaled from a topographic map and have
 JV3101.an estimated accuracy of +/- 6 seconds.
 JV3101
 JV3101.The orthometric height was determined by differential leveling
 JV3101.and adjusted by the National Geodetic Survey in June 1991..
 JV3101
 JV3101.The geoid height was determined by GEOID03.
 JV3101
 JV3101.The dynamic height is computed by dividing the NAVD 88
 JV3101.geopotential number by the normal gravity value computed on the
 JV3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3101.degrees latitude (g = 980.6199 gals.).
 JV3101
 JV3101.The modeled gravity was interpolated from observed gravity values.
 JV3101
 JV3101;                    North         East    Units  Estimated Accuracy
 JV3101;SPC VA N     - 2,170,040.    3,568,440.      MT  (+/- 180 meters Scaled)
 JV3101
 JV3101                          SUPERSEDED SURVEY CONTROL
 JV3101
 JV3101  NGVD 29 (??/??/??)  159.580  (m)          523.56   (f) ADJUSTED    2 0
 JV3101
 JV3101.Superseded values are not recommended for survey control.
 JV3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3101.See file dsdata.txt to determine how the superseded data were derived.
 JV3101
 JV3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ661420(NAD 83)
 JV3101_MARKER: DB = BENCH MARK DISK
 JV3101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3101_SP_SET: CULVERT HEADWALL
 JV3101_STAMPING: A 256 1942
 JV3101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3101
 JV3101  HISTORY     - Date     Condition        Report By
 JV3101  HISTORY     - 1942     MONUMENTED       CGS
 JV3101
 JV3101                          STATION DESCRIPTION
 JV3101
 JV3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3101'1 MI SE FROM HILLSBORO.
 JV3101'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3101'AT HILLSBORO, LOUDOUN COUNTY, AT A CONCRETE CULVERT, IN THE
 JV3101'CENTER OF THE NORTHEAST HEAD WALL, 25 FEET NORTHEAST OF THE
 JV3101'CENTER LINE OF THE HIGHWAY, AND 6 FEET SOUTHWEST OF THE
 JV3101'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 256 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3958 ***********************************************************************
 HV3958  DESIGNATION -  A 257
 HV3958  PID         -  HV3958
 HV3958  STATE/COUNTY-  VA/LOUDOUN
 HV3958  USGS QUAD   -  MIDDLEBURG (1981)
 HV3958
 HV3958                         *CURRENT SURVEY CONTROL
 HV3958  ___________________________________________________________________
 HV3958* NAD 83(1986)-  38 59 20.     (N)    077 39 35.     (W)     SCALED    
 HV3958* NAVD 88     -       150.569  (meters)     493.99   (feet)  ADJUSTED  
 HV3958  ___________________________________________________________________
 HV3958  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3958  DYNAMIC HT  -         150.484 (meters)     493.71  (feet)  COMP
 HV3958  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 HV3958
 HV3958  VERT ORDER  -  SECOND    CLASS 0
 HV3958
 HV3958.The horizontal coordinates were scaled from a topographic map and have
 HV3958.an estimated accuracy of +/- 6 seconds.
 HV3958
 HV3958.The orthometric height was determined by differential leveling
 HV3958.and adjusted by the National Geodetic Survey in June 1991..
 HV3958
 HV3958.The geoid height was determined by GEOID03.
 HV3958
 HV3958.The dynamic height is computed by dividing the NAVD 88
 HV3958.geopotential number by the normal gravity value computed on the
 HV3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3958.degrees latitude (g = 980.6199 gals.).
 HV3958
 HV3958.The modeled gravity was interpolated from observed gravity values.
 HV3958
 HV3958;                    North         East    Units  Estimated Accuracy
 HV3958;SPC VA N     - 2,147,100.    3,572,800.      MT  (+/- 180 meters Scaled)
 HV3958
 HV3958                          SUPERSEDED SURVEY CONTROL
 HV3958
 HV3958  NGVD 29 (??/??/??)  150.770  (m)          494.65   (f) ADJUSTED    2 0
 HV3958
 HV3958.Superseded values are not recommended for survey control.
 HV3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3958.See file dsdata.txt to determine how the superseded data were derived.
 HV3958
 HV3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ696189(NAD 83)
 HV3958_MARKER: DB = BENCH MARK DISK
 HV3958_SETTING: 66 = SET IN ROCK OUTCROP
 HV3958_SP_SET: ROCK OUTCROP
 HV3958_STAMPING: A 257 1942
 HV3958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3958+STABILITY: POSITION/ELEVATION WELL
 HV3958
 HV3958  HISTORY     - Date     Condition        Report By
 HV3958  HISTORY     - 1942     MONUMENTED       CGS
 HV3958  HISTORY     - 1968     MARK NOT FOUND   CGS
 HV3958
 HV3958                          STATION DESCRIPTION
 HV3958
 HV3958'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3958'1.3 MI NW FROM ALDIE.
 HV3958'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 734 FROM THE POST OFFICE
 HV3958'AT ALDIE, LOUDOUN COUNTY, 700 FEET NORTHWEST OF A TWO-STORY
 HV3958'FRAME HOUSE, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HV3958'12 FEET SOUTHWEST OF A FENCE AND A 4-INCH CEDAR TREE, IN A
 HV3958'PASTURE, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 2-1/2 FEET
 HV3958'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 257 1942.
 HV3958
 HV3958                          STATION RECOVERY (1968)
 HV3958
 HV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HV3958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0133 ***********************************************************************
 FW0133  DESIGNATION -  A 258
 FW0133  PID         -  FW0133
 FW0133  STATE/COUNTY-  VA/ACCOMACK
 FW0133  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0133
 FW0133                         *CURRENT SURVEY CONTROL
 FW0133  ___________________________________________________________________
 FW0133* NAD 83(1986)-  37 56 13.     (N)    075 24 01.     (W)     SCALED    
 FW0133* NAVD 88     -         1.972  (meters)       6.47   (feet)  ADJUSTED  
 FW0133  ___________________________________________________________________
 FW0133  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0133  DYNAMIC HT  -           1.970 (meters)       6.46  (feet)  COMP
 FW0133  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 FW0133
 FW0133  VERT ORDER  -  FIRST     CLASS I
 FW0133
 FW0133.The horizontal coordinates were scaled from a topographic map and have
 FW0133.an estimated accuracy of +/- 6 seconds.
 FW0133
 FW0133.The orthometric height was determined by differential leveling
 FW0133.and adjusted by the National Geodetic Survey in June 1991..
 FW0133.WARNING-Repeat measurements at this control monument indicate possible
 FW0133.vertical movement.
 FW0133
 FW0133.The geoid height was determined by GEOID03.
 FW0133
 FW0133.The dynamic height is computed by dividing the NAVD 88
 FW0133.geopotential number by the normal gravity value computed on the
 FW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0133.degrees latitude (g = 980.6199 gals.).
 FW0133
 FW0133.The modeled gravity was interpolated from observed gravity values.
 FW0133
 FW0133;                    North         East    Units  Estimated Accuracy
 FW0133;SPC VA S     - 1,182,440.    3,772,440.      MT  (+/- 180 meters Scaled)
 FW0133
 FW0133                          SUPERSEDED SURVEY CONTROL
 FW0133
 FW0133  NGVD 29 (??/??/??)    2.220  (m)            7.28   (f) ADJUSTED    1 1
 FW0133
 FW0133.Superseded values are not recommended for survey control.
 FW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0133.See file dsdata.txt to determine how the superseded data were derived.
 FW0133
 FW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG648988(NAD 83)
 FW0133_MARKER: DB = BENCH MARK DISK
 FW0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0133_SP_SET: BRIDGE
 FW0133_STAMPING: A 258 1942
 FW0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0133
 FW0133  HISTORY     - Date     Condition        Report By
 FW0133  HISTORY     - 1942     MONUMENTED       CGS
 FW0133  HISTORY     - 1963     GOOD             CGS
 FW0133
 FW0133                          STATION DESCRIPTION
 FW0133
 FW0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0133'1.2 MI W FROM CHINCOTEAGUE.
 FW0133'1.25 MILES WEST ALONG STATE HIGHWAY 175 FROM THE T JUNCTION OF
 FW0133'MAIN STREET AT CHINCOTEAGUE, AT THE HIGHWAY BRIDGE OVER WIRE
 FW0133'NARROWS, SET ON TOP OF THE SOUTHEAST WING WALL, 14.7 FEET SOUTH
 FW0133'OF CENTER LINE OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0751 ***********************************************************************
 HV0751  DESIGNATION -  A 259
 HV0751  PID         -  HV0751
 HV0751  STATE/COUNTY-  VA/WESTMORELAND
 HV0751  USGS QUAD   -  MACHODOC (1982)
 HV0751
 HV0751                         *CURRENT SURVEY CONTROL
 HV0751  ___________________________________________________________________
 HV0751* NAD 83(1986)-  38 04 09.     (N)    076 38 41.     (W)     SCALED    
 HV0751* NAVD 88     -        38.477  (meters)     126.24   (feet)  ADJUSTED  
 HV0751  ___________________________________________________________________
 HV0751  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 HV0751  DYNAMIC HT  -          38.452 (meters)     126.15  (feet)  COMP
 HV0751  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 HV0751
 HV0751  VERT ORDER  -  SECOND    CLASS 0
 HV0751
 HV0751.The horizontal coordinates were scaled from a topographic map and have
 HV0751.an estimated accuracy of +/- 6 seconds.
 HV0751
 HV0751.The orthometric height was determined by differential leveling
 HV0751.and adjusted by the National Geodetic Survey in June 1991..
 HV0751
 HV0751.The geoid height was determined by GEOID03.
 HV0751
 HV0751.The dynamic height is computed by dividing the NAVD 88
 HV0751.geopotential number by the normal gravity value computed on the
 HV0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0751.degrees latitude (g = 980.6199 gals.).
 HV0751
 HV0751.The modeled gravity was interpolated from observed gravity values.
 HV0751
 HV0751;                    North         East    Units  Estimated Accuracy
 HV0751;SPC VA N     - 2,046,320.    3,662,790.      MT  (+/- 180 meters Scaled)
 HV0751
 HV0751                          SUPERSEDED SURVEY CONTROL
 HV0751
 HV0751  NGVD 29 (05/17/90)   38.721  (m)          127.04   (f) ADJUSTED    2 0
 HV0751
 HV0751.Superseded values are not recommended for survey control.
 HV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0751.See file dsdata.txt to determine how the superseded data were derived.
 HV0751
 HV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH557147(NAD 83)
 HV0751_MARKER: DB = BENCH MARK DISK
 HV0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0751_STAMPING: A 259 1942
 HV0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0751+STABILITY: SURFACE MOTION
 HV0751
 HV0751  HISTORY     - Date     Condition        Report By
 HV0751  HISTORY     - 1942     MONUMENTED       CGS
 HV0751  HISTORY     - 1962     GOOD             CGS
 HV0751  HISTORY     - 19981011 POOR             USPSQD
 HV0751  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV0751
 HV0751                          STATION DESCRIPTION
 HV0751
 HV0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0751'0.5 MI E FROM HAGUE.
 HV0751'THIS MARK IS ALONG HIGHWAY 202, 0.5 MILE EAST OF HAGUE,
 HV0751'WESTMORELAND COUNTY, 0.1 MILE EAST OF A HISTORICAL MARKER, AT A
 HV0751'FARM ROAD INTERSECTION, 29 FEET SOUTH OF THE CENTERLINE OF THE
 HV0751'HIGHWAY, 29 FEET WEST OF THE CENTERLINE OF THE FARM ROAD,
 HV0751'IN A BUSHY AREA AT THE EAST END OF A CULTIVATED FIELD, A
 HV0751'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, ABOUT 3 FEET
 HV0751'FROM A WHITE POST PAINTED WITH LETTERS USBM.  NOTE-- A STEEL
 HV0751'WITNESS POST SET 1 FOOT NORTH OF MARK.
 HV0751
 HV0751                          STATION RECOVERY (1998)
 HV0751
 HV0751'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0751'MARK RECOVERED IN POOR CONDITION.
 HV0751
 HV0751                          STATION RECOVERY (2003)
 HV0751
 HV0751'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0751'MONUMENT FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1435 ***********************************************************************
 GW1435  DESIGNATION -  A 26
 GW1435  PID         -  GW1435
 GW1435  STATE/COUNTY-  VA/ROANOKE
 GW1435  USGS QUAD   -  ROANOKE (1984)
 GW1435
 GW1435                         *CURRENT SURVEY CONTROL
 GW1435  ___________________________________________________________________
 GW1435* NAD 83(1986)-  37 16 16.     (N)    079 56 43.     (W)     SCALED    
 GW1435* NAVD 88     -       286.149  (meters)     938.81   (feet)  ADJUSTED  
 GW1435  ___________________________________________________________________
 GW1435  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1435  DYNAMIC HT  -         285.912 (meters)     938.03  (feet)  COMP
 GW1435  MODELED GRAV-     979,794.7   (mgal)                       NAVD 88
 GW1435
 GW1435  VERT ORDER  -  FIRST     CLASS II
 GW1435
 GW1435.The horizontal coordinates were scaled from a topographic map and have
 GW1435.an estimated accuracy of +/- 6 seconds.
 GW1435
 GW1435.The orthometric height was determined by differential leveling
 GW1435.and adjusted by the National Geodetic Survey in June 1991..
 GW1435
 GW1435.The geoid height was determined by GEOID03.
 GW1435
 GW1435.The dynamic height is computed by dividing the NAVD 88
 GW1435.geopotential number by the normal gravity value computed on the
 GW1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1435.degrees latitude (g = 980.6199 gals.).
 GW1435
 GW1435.The modeled gravity was interpolated from observed gravity values.
 GW1435
 GW1435;                    North         East    Units  Estimated Accuracy
 GW1435;SPC VA S     - 1,105,050.    3,371,820.      MT  (+/- 180 meters Scaled)
 GW1435
 GW1435                          SUPERSEDED SURVEY CONTROL
 GW1435
 GW1435  NGVD 29 (??/??/92)  286.340  (m)          939.43   (f) ADJ UNCH    1 2
 GW1435
 GW1435.Superseded values are not recommended for survey control.
 GW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1435.See file dsdata.txt to determine how the superseded data were derived.
 GW1435
 GW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB935254(NAD 83)
 GW1435_MARKER: DB = BENCH MARK DISK
 GW1435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1435_SP_SET: FOUNDATION
 GW1435_STAMPING: 939.552 A 26 1931
 GW1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1435
 GW1435  HISTORY     - Date     Condition        Report By
 GW1435  HISTORY     - 1931     MONUMENTED       CGS
 GW1435  HISTORY     - 1959     GOOD             NGS
 GW1435  HISTORY     - 1964     GOOD             NGS
 GW1435
 GW1435                          STATION DESCRIPTION
 GW1435
 GW1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1435'AT ROANOKE.
 GW1435'AT ROANOKE, AT THE INTERSECTION OF CAMPBELL AVENUE AND 3RD. STREET
 GW1435'SW., 36.8 FEET EAST OF THE EAST CURB OF THE STREET, 88 1/2 FEET
 GW1435'SOUTH OF THE SOUTH CURB OF THE AVENUE, IN TOP OF THE NORTHWEST
 GW1435'CORNER OF THE GRANITE FOUNDATION FOR THE MUNICIPAL BUILDING,
 GW1435'0.3 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND
 GW1435'ABOUT LEVEL WITH 3RD. STREET.
 GW1435
 GW1435                          STATION RECOVERY (1964)
 GW1435
 GW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0790 ***********************************************************************
 HV0790  DESIGNATION -  A 260
 HV0790  PID         -  HV0790
 HV0790  STATE/COUNTY-  VA/ESSEX
 HV0790  USGS QUAD   -  CHAMPLAIN (1978)
 HV0790
 HV0790                         *CURRENT SURVEY CONTROL
 HV0790  ___________________________________________________________________
 HV0790* NAD 83(1986)-  38 04 26.     (N)    076 59 50.     (W)     SCALED    
 HV0790* NAVD 88     -        15.441  (meters)      50.66   (feet)  ADJUSTED  
 HV0790  ___________________________________________________________________
 HV0790  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HV0790  DYNAMIC HT  -          15.431 (meters)      50.63  (feet)  COMP
 HV0790  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 HV0790
 HV0790  VERT ORDER  -  SECOND    CLASS 0
 HV0790
 HV0790.The horizontal coordinates were scaled from a topographic map and have
 HV0790.an estimated accuracy of +/- 6 seconds.
 HV0790
 HV0790.The orthometric height was determined by differential leveling
 HV0790.and adjusted by the National Geodetic Survey in June 1991..
 HV0790
 HV0790.The geoid height was determined by GEOID03.
 HV0790
 HV0790.The dynamic height is computed by dividing the NAVD 88
 HV0790.geopotential number by the normal gravity value computed on the
 HV0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0790.degrees latitude (g = 980.6199 gals.).
 HV0790
 HV0790.The modeled gravity was interpolated from observed gravity values.
 HV0790
 HV0790;                    North         East    Units  Estimated Accuracy
 HV0790;SPC VA S     - 1,194,220.    3,631,860.      MT  (+/- 180 meters Scaled)
 HV0790
 HV0790                          SUPERSEDED SURVEY CONTROL
 HV0790
 HV0790  NGVD 29 (05/17/90)   15.691  (m)           51.48   (f) ADJUSTED    2 0
 HV0790
 HV0790.Superseded values are not recommended for survey control.
 HV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0790.See file dsdata.txt to determine how the superseded data were derived.
 HV0790
 HV0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH248158(NAD 83)
 HV0790_MARKER: DB = BENCH MARK DISK
 HV0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0790_STAMPING: A 260 1942
 HV0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0790+STABILITY: SURFACE MOTION
 HV0790
 HV0790  HISTORY     - Date     Condition        Report By
 HV0790  HISTORY     - 1942     MONUMENTED       CGS
 HV0790  HISTORY     - 1962     GOOD             CGS
 HV0790  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 HV0790  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 HV0790  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 HV0790
 HV0790                          STATION DESCRIPTION
 HV0790
 HV0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0790'3 MI N FROM OCCUPACIA.
 HV0790'THIS MARK IS ABOUT 2 MILES NORTHWEST OF OCCUPACIA, ESSEX COUNTY,
 HV0790'ALONG HIGHWAY NUMBER 17, AND 1 MILE NORTHEAST ALONG ROAD NUMBER
 HV0790'637, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 17.3 FEET
 HV0790'NORTHWEST OF A 30-INCH GUM TREE ABOUT 1 1/2 FEET WEST OF A WIRE
 HV0790'FENCE ROW, AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HV0790'POST ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- A
 HV0790'STEEL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF MARK.
 HV0790
 HV0790                          STATION RECOVERY (1995)
 HV0790
 HV0790'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV0790'MARK NOT FOUND.
 HV0790
 HV0790                          STATION RECOVERY (1999)
 HV0790
 HV0790'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV0790'MARK NOT FOUND.
 HV0790
 HV0790                          STATION RECOVERY (2004)
 HV0790
 HV0790'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0298 ***********************************************************************
 JW0298  DESIGNATION -  A 261
 JW0298  PID         -  JW0298
 JW0298  STATE/COUNTY-  VA/FREDERICK
 JW0298  USGS QUAD   -  STEPHENS CITY (1986)
 JW0298
 JW0298                         *CURRENT SURVEY CONTROL
 JW0298  ___________________________________________________________________
 JW0298* NAD 83(1986)-  39 04 51.     (N)    078 12 52.     (W)     SCALED    
 JW0298* NAVD 88     -       228.547  (meters)     749.82   (feet)  ADJUSTED  
 JW0298  ___________________________________________________________________
 JW0298  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JW0298  DYNAMIC HT  -         228.400 (meters)     749.34  (feet)  COMP
 JW0298  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 JW0298
 JW0298  VERT ORDER  -  SECOND    CLASS 0
 JW0298
 JW0298.The horizontal coordinates were scaled from a topographic map and have
 JW0298.an estimated accuracy of +/- 6 seconds.
 JW0298
 JW0298.The orthometric height was determined by differential leveling
 JW0298.and adjusted by the National Geodetic Survey in June 1991..
 JW0298
 JW0298.The geoid height was determined by GEOID03.
 JW0298
 JW0298.The dynamic height is computed by dividing the NAVD 88
 JW0298.geopotential number by the normal gravity value computed on the
 JW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0298.degrees latitude (g = 980.6199 gals.).
 JW0298
 JW0298.The modeled gravity was interpolated from observed gravity values.
 JW0298
 JW0298;                    North         East    Units  Estimated Accuracy
 JW0298;SPC VA N     - 2,157,010.    3,524,710.      MT  (+/- 180 meters Scaled)
 JW0298
 JW0298                          SUPERSEDED SURVEY CONTROL
 JW0298
 JW0298  NGVD 29 (??/??/92)  228.699  (m)          750.32   (f) ADJ UNCH    2 0
 JW0298
 JW0298.Superseded values are not recommended for survey control.
 JW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0298.See file dsdata.txt to determine how the superseded data were derived.
 JW0298
 JW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD409294(NAD 83)
 JW0298_MARKER: DB = BENCH MARK DISK
 JW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0298_STAMPING: A 261 1942
 JW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0298+STABILITY: SURFACE MOTION
 JW0298
 JW0298  HISTORY     - Date     Condition        Report By
 JW0298  HISTORY     - 1942     MONUMENTED       CGS
 JW0298  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 JW0298
 JW0298                          STATION DESCRIPTION
 JW0298
 JW0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0298'0.6 MI SE FROM STEPHENS CITY.
 JW0298'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 277 FROM THE POST OFFICE
 JW0298'AT STEPHENS CITY, FREDERICK COUNTY, AT THE JUNCTION OF A PRIVATE
 JW0298'ROAD LEADING NORTHEAST TO A LARGE TWO-STORY RED BRICK HOUSE, 69.5
 JW0298'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTHEAST
 JW0298'OF THE CENTERLINE OF THE PRIVATE ROAD, 2 FEET EAST OF A CURVED
 JW0298'PANEL FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 JW0298
 JW0298                          STATION RECOVERY (1997)
 JW0298
 JW0298'RECOVERY NOTE BY US POWER SQUADRON 1997
 JW0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0299 ***********************************************************************
 JW0299  DESIGNATION -  A 261 RESET 1962
 JW0299  PID         -  JW0299
 JW0299  STATE/COUNTY-  VA/FREDERICK
 JW0299  USGS QUAD   -  STEPHENS CITY (1986)
 JW0299
 JW0299                         *CURRENT SURVEY CONTROL
 JW0299  ___________________________________________________________________
 JW0299* NAD 83(1986)-  39 04 51.     (N)    078 12 52.     (W)     SCALED    
 JW0299* NAVD 88     -       229.64   (+/-2cm)     753.4    (feet)  VERTCON   
 JW0299  ___________________________________________________________________
 JW0299  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JW0299
 JW0299  VERT ORDER  -  THIRD (See Below)
 JW0299
 JW0299.The horizontal coordinates were scaled from a topographic map and have
 JW0299.an estimated accuracy of +/- 6 seconds.
 JW0299
 JW0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0299.The vertical order pertains to the NGVD 29 superseded value.
 JW0299
 JW0299.The geoid height was determined by GEOID03.
 JW0299
 JW0299;                    North         East    Units  Estimated Accuracy
 JW0299;SPC VA N     - 2,157,010.    3,524,710.      MT  (+/- 180 meters Scaled)
 JW0299
 JW0299                          SUPERSEDED SURVEY CONTROL
 JW0299
 JW0299  NGVD 29 (??/??/??)  229.81   (m)          754.0    (f) RESET       3  
 JW0299
 JW0299.Superseded values are not recommended for survey control.
 JW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0299.See file dsdata.txt to determine how the superseded data were derived.
 JW0299
 JW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD409294(NAD 83)
 JW0299_MARKER: DD = SURVEY DISK
 JW0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0299_STAMPING: A 261 RESET 1962
 JW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0299+STABILITY: SURFACE MOTION
 JW0299
 JW0299  HISTORY     - Date     Condition        Report By
 JW0299  HISTORY     - 1962     MONUMENTED       VADH
 JW0299  HISTORY     - 1962     GOOD             NGS
 JW0299  HISTORY     - 1966     GOOD             NGS
 JW0299  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 JW0299  HISTORY     - 20050529 MARK NOT FOUND   GEOCAC
 JW0299
 JW0299                          STATION DESCRIPTION
 JW0299
 JW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JW0299'0.6 MI SE FROM STEPHENS CITY.
 JW0299'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 277 FROM THE POST OFFICE AT
 JW0299'STEPHENS CITY, AT THE INTERSECTION OF RTE. 277 AND RTE. 1012
 JW0299'BEING ON THE NORTH SIDE OF RTE. 277 AND ON THE EAST SIDE OF RTE.
 JW0299'1012, ABOUT 150 FEET NORTH-NORTHEAST OF HIGHWAY 277, 223 FEET
 JW0299'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF 2-STORY BRICK DWELLING, AND
 JW0299'SET IN THE TOP OF A SQUARE CONCRETE POST.
 JW0299
 JW0299                          STATION RECOVERY (1966)
 JW0299
 JW0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JW0299'RECOVERED IN GOOD CONDITION.
 JW0299
 JW0299                          STATION RECOVERY (1997)
 JW0299
 JW0299'RECOVERY NOTE BY US POWER SQUADRON 1997
 JW0299'MARK NOT FOUND.
 JW0299
 JW0299                          STATION RECOVERY (2005)
 JW0299
 JW0299'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0299'DESCRIPTION PLACES MARK IN A KFC PARKING LOT.  MARK WOULD BE WITHIN
 JW0299'SEVERAL HUNDRED FEET OF AN INTERCHANGE WITH INTERSTATE 81, THE ENTIRE
 JW0299'AREA HAS BEEN REDEVELOPED INTO FAST FOOD AND GAS STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0633 ***********************************************************************
 GV0633  DESIGNATION -  A 262
 GV0633  PID         -  GV0633
 GV0633  STATE/COUNTY-  VA/YORK
 GV0633  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0633
 GV0633                         *CURRENT SURVEY CONTROL
 GV0633  ___________________________________________________________________
 GV0633* NAD 83(1986)-  37 17 13.     (N)    076 43 13.     (W)     SCALED    
 GV0633* NAVD 88     -        29.058  (meters)      95.33   (feet)  ADJUSTED  
 GV0633  ___________________________________________________________________
 GV0633  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 GV0633  DYNAMIC HT  -          29.037 (meters)      95.27  (feet)  COMP
 GV0633  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 GV0633  OBS GRAVITY -     979,913.1   (mgal)                       GRAV_OBS
 GV0633
 GV0633  VERT ORDER  -  FIRST     CLASS I
 GV0633
 GV0633.The horizontal coordinates were scaled from a topographic map and have
 GV0633.an estimated accuracy of +/- 6 seconds.
 GV0633
 GV0633.The orthometric height was determined by differential leveling
 GV0633.and adjusted by the National Geodetic Survey in June 1991..
 GV0633
 GV0633.The geoid height was determined by GEOID03.
 GV0633
 GV0633.The dynamic height is computed by dividing the NAVD 88
 GV0633.geopotential number by the normal gravity value computed on the
 GV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0633.degrees latitude (g = 980.6199 gals.).
 GV0633
 GV0633.The modeled gravity was interpolated from observed gravity values.
 GV0633.The observed gravity was obtained from relative gravimeter ties
 GV0633.to the IGSN71 gravity network.
 GV0633
 GV0633;                    North         East    Units  Estimated Accuracy
 GV0633;SPC VA S     - 1,107,310.    3,657,800.      MT  (+/- 180 meters Scaled)
 GV0633
 GV0633                          SUPERSEDED SURVEY CONTROL
 GV0633
 GV0633  NGVD 29 (??/??/??)   29.294  (m)           96.11   (f) ADJUSTED    1 1
 GV0633
 GV0633.Superseded values are not recommended for survey control.
 GV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0633.See file dsdata.txt to determine how the superseded data were derived.
 GV0633
 GV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG475280(NAD 83)
 GV0633_MARKER: DB = BENCH MARK DISK
 GV0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0633_SP_SET: FOUNDATION
 GV0633_STAMPING: A 262 1942
 GV0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0633
 GV0633  HISTORY     - Date     Condition        Report By
 GV0633  HISTORY     - 1942     MONUMENTED       CGS
 GV0633  HISTORY     - 1971     GOOD             NGS
 GV0633  HISTORY     - 1974     GOOD             LOCSUR
 GV0633  HISTORY     - 1978     GOOD             DMA
 GV0633  HISTORY     - 1981     GOOD             NGS
 GV0633  HISTORY     - 20001231 GOOD             USPSQD
 GV0633
 GV0633                          STATION DESCRIPTION
 GV0633
 GV0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0633'1.1 MI NW FROM WILLIAMSBURG.
 GV0633'ABOUT 1.1 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV0633'FROM THE STATION AT WILLIAMSBURG, AT THE U.S. HIGHWAY 60 OVERPASS,
 GV0633'26.3 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK SET
 GV0633'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION SUPPORTING
 GV0633'3 CONCRETE PILLARS, 5.2 FEET SOUTH OF THE NORTH END OF THE
 GV0633'FOUNDATION, 1.2 FEET BELOW THE TOP OF THE FOUNDATION, 3 FEET
 GV0633'ABOVE THE LEVEL OF THE TRACK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 GV0633'GROUND.
 GV0633
 GV0633                          STATION RECOVERY (1974)
 GV0633
 GV0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0633'RECOVERED IN GOOD CONDITION.
 GV0633
 GV0633                          STATION RECOVERY (1978)
 GV0633
 GV0633'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0633'RECOVERED IN GOOD CONDITION.
 GV0633
 GV0633                          STATION RECOVERY (1981)
 GV0633
 GV0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GV0633'IN WILLIAMSBURG, AT THE U.S. HIGHWAY 60 OVERPASS OF THE RAILROAD,
 GV0633'8.04 METERS (26.5 FT) WEST OF THE WEST RAIL OF THE MOST WESTERLY RAIL
 GV0633'OF TRACKS, 4.39 METERS (14.4 FT) SOUTH OF THE NORTH END OF FOUNDATION
 GV0633'SET VERTICALLY ABOUT 1.2 FEET BELOW THE TOP OF THE FOUNDATION AND 1.1
 GV0633'MILES NORTHWEST ALONG RAILROAD FROM WILLIAMSBURG STATION.
 GV0633
 GV0633                          STATION RECOVERY (2000)
 GV0633
 GV0633'RECOVERY NOTE BY US POWER SQUADRON 2000 (HFR)
 GV0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1663 ***********************************************************************
 GV1663  DESIGNATION -  A 263
 GV1663  PID         -  GV1663
 GV1663  STATE/COUNTY-  VA/NEW KENT
 GV1663  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1663
 GV1663                         *CURRENT SURVEY CONTROL
 GV1663  ___________________________________________________________________
 GV1663* NAD 83(1986)-  37 27 29.     (N)    077 06 46.     (W)     SCALED    
 GV1663* NAVD 88     -        10.027  (meters)      32.90   (feet)  ADJUSTED  
 GV1663  ___________________________________________________________________
 GV1663  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1663  DYNAMIC HT  -          10.021 (meters)      32.88  (feet)  COMP
 GV1663  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 GV1663
 GV1663  VERT ORDER  -  FIRST     CLASS II
 GV1663
 GV1663.The horizontal coordinates were scaled from a topographic map and have
 GV1663.an estimated accuracy of +/- 6 seconds.
 GV1663
 GV1663.The orthometric height was determined by differential leveling
 GV1663.and adjusted by the National Geodetic Survey in June 1991..
 GV1663
 GV1663.The geoid height was determined by GEOID03.
 GV1663
 GV1663.The dynamic height is computed by dividing the NAVD 88
 GV1663.geopotential number by the normal gravity value computed on the
 GV1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1663.degrees latitude (g = 980.6199 gals.).
 GV1663
 GV1663.The modeled gravity was interpolated from observed gravity values.
 GV1663
 GV1663;                    North         East    Units  Estimated Accuracy
 GV1663;SPC VA S     - 1,125,720.    3,622,720.      MT  (+/- 180 meters Scaled)
 GV1663
 GV1663                          SUPERSEDED SURVEY CONTROL
 GV1663
 GV1663  NGVD 29 (??/??/??)   10.358  (m)           33.98   (f) ADJUSTED    1 2
 GV1663
 GV1663.Superseded values are not recommended for survey control.
 GV1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1663.See file dsdata.txt to determine how the superseded data were derived.
 GV1663
 GV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG131477(NAD 83)
 GV1663_MARKER: DB = BENCH MARK DISK
 GV1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1663_SP_SET: BRIDGE
 GV1663_STAMPING: A 263 1942
 GV1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1663+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1663
 GV1663  HISTORY     - Date     Condition        Report By
 GV1663  HISTORY     - 1942     MONUMENTED       CGS
 GV1663  HISTORY     - 19960419 GOOD             USPSQD
 GV1663  HISTORY     - 20001216 GOOD             USPSQD
 GV1663  HISTORY     - 20010331 GOOD             NGS
 GV1663  HISTORY     - 20050303 GOOD             USPSQD
 GV1663
 GV1663                          STATION DESCRIPTION
 GV1663
 GV1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1663'1.6 MI SE FROM ROXBURY.
 GV1663'IN NEW KENT COUNTY, 1.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND
 GV1663'OHIO RAILWAY FROM THE STATION AT ROXBURY, CHARLES CITY COUNTY,
 GV1663'AT BRIDGE 653 OVER A CREEK, AT THE WEST END OF THE BRIDGE, IN THE
 GV1663'TOP OF THE NORTH WING WALL, AND 4 FEET NORTH OF THE NORTH RAIL
 GV1663'OF THE WEST-BOUND TRACK.  A STANDARD DISK, STAMPED A 263 1942.
 GV1663
 GV1663                          STATION RECOVERY (1996)
 GV1663
 GV1663'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1663'RECOVERED IN GOOD CONDITION.
 GV1663
 GV1663                          STATION RECOVERY (2000)
 GV1663
 GV1663'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1663'RECOVERED IN GOOD CONDITION.
 GV1663
 GV1663                          STATION RECOVERY (2001)
 GV1663
 GV1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1663'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1663
 GV1663                          STATION RECOVERY (2005)
 GV1663
 GV1663'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1710 ***********************************************************************
 GV1710  DESIGNATION -  A 264
 GV1710  PID         -  GV1710
 GV1710  STATE/COUNTY-  VA/NEW KENT
 GV1710  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1710
 GV1710                         *CURRENT SURVEY CONTROL
 GV1710  ___________________________________________________________________
 GV1710* NAD 83(1986)-  37 27 22.     (N)    077 02 12.     (W)     SCALED    
 GV1710* NAVD 88     -        19.495  (meters)      63.96   (feet)  ADJUSTED  
 GV1710  ___________________________________________________________________
 GV1710  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 GV1710  DYNAMIC HT  -          19.481 (meters)      63.91  (feet)  COMP
 GV1710  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 GV1710
 GV1710  VERT ORDER  -  FIRST     CLASS II
 GV1710
 GV1710.The horizontal coordinates were scaled from a topographic map and have
 GV1710.an estimated accuracy of +/- 6 seconds.
 GV1710
 GV1710.The orthometric height was determined by differential leveling
 GV1710.and adjusted by the National Geodetic Survey in June 1991..
 GV1710
 GV1710.The geoid height was determined by GEOID03.
 GV1710
 GV1710.The dynamic height is computed by dividing the NAVD 88
 GV1710.geopotential number by the normal gravity value computed on the
 GV1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1710.degrees latitude (g = 980.6199 gals.).
 GV1710
 GV1710.The modeled gravity was interpolated from observed gravity values.
 GV1710
 GV1710;                    North         East    Units  Estimated Accuracy
 GV1710;SPC VA S     - 1,125,600.    3,629,460.      MT  (+/- 180 meters Scaled)
 GV1710
 GV1710                          SUPERSEDED SURVEY CONTROL
 GV1710
 GV1710  NGVD 29 (??/??/??)   19.829  (m)           65.06   (f) ADJUSTED    1 2
 GV1710
 GV1710.Superseded values are not recommended for survey control.
 GV1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1710.See file dsdata.txt to determine how the superseded data were derived.
 GV1710
 GV1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG198474(NAD 83)
 GV1710_MARKER: DB = BENCH MARK DISK
 GV1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1710_STAMPING: A 264 1942
 GV1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1710+STABILITY: SURFACE MOTION
 GV1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1710+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1710
 GV1710  HISTORY     - Date     Condition        Report By
 GV1710  HISTORY     - 1942     MONUMENTED       CGS
 GV1710  HISTORY     - 1961     GOOD             CGS
 GV1710  HISTORY     - 1979     GOOD             NGS
 GV1710  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1710  HISTORY     - 20001216 GOOD             USPSQD
 GV1710  HISTORY     - 20010303 GOOD             NGS
 GV1710  HISTORY     - 20050303 GOOD             USPSQD
 GV1710
 GV1710                          STATION DESCRIPTION
 GV1710
 GV1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1710'1.2 MI N FROM PROVIDENCE FORGE.
 GV1710'1.2 MILES NORTH ALONG SECONDARY STATE HIGHWAY 608 FROM THE
 GV1710'JUNCTION OF U.S. HIGHWAY 60 AT PROVIDENCE FORGE, 118 FEET
 GV1710'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE E.J. TYLER FARMHOUSE,
 GV1710'32 FEET WEST OF THE CENTERLINE OF THE ROAD, 28 FEET NORTH OF
 GV1710'THE CENTERLINE OF THE FARM ENTRANCE, 36 FEET EAST OF A 36-INCH
 GV1710'OAK TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 5 FEET
 GV1710'ABOVE THE LEVEL OF THE ROAD.
 GV1710
 GV1710                          STATION RECOVERY (1979)
 GV1710
 GV1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1710'RECOVERED IN GOOD CONDITION.
 GV1710
 GV1710                          STATION RECOVERY (1996)
 GV1710
 GV1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1710'MARK NOT FOUND.
 GV1710
 GV1710                          STATION RECOVERY (2000)
 GV1710
 GV1710'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1710'RECOVERED IN GOOD CONDITION.
 GV1710
 GV1710                          STATION RECOVERY (2001)
 GV1710
 GV1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1710'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1710
 GV1710                          STATION RECOVERY (2005)
 GV1710
 GV1710'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1710'36 FT OAK TREE HAS BEEN CUT DOWN AND STUMP WAS STILL THERE. THE 28FT
 GV1710'NORTH OF THE CENTERLINE OF FARM ENTRANCE IS FROM THE OLD ENTRANCE TO
 GV1710'THE E J TYLER FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0665 ***********************************************************************
 GV0665  DESIGNATION -  A 265
 GV0665  PID         -  GV0665
 GV0665  STATE/COUNTY-  VA/NEW KENT
 GV0665  USGS QUAD   -  TOANO (1986)
 GV0665
 GV0665                         *CURRENT SURVEY CONTROL
 GV0665  ___________________________________________________________________
 GV0665* NAD 83(1986)-  37 29 18.     (N)    076 48 43.     (W)     SCALED    
 GV0665* NAVD 88     -        19.587  (meters)      64.26   (feet)  ADJUSTED  
 GV0665  ___________________________________________________________________
 GV0665  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 GV0665  DYNAMIC HT  -          19.573 (meters)      64.22  (feet)  COMP
 GV0665  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 GV0665  OBS GRAVITY -     979,932.1   (mgal)                       GRAV_OBS
 GV0665
 GV0665  VERT ORDER  -  FIRST     CLASS I
 GV0665
 GV0665.The horizontal coordinates were scaled from a topographic map and have
 GV0665.an estimated accuracy of +/- 6 seconds.
 GV0665
 GV0665.The orthometric height was determined by differential leveling
 GV0665.and adjusted by the National Geodetic Survey in June 1991..
 GV0665
 GV0665.The geoid height was determined by GEOID03.
 GV0665
 GV0665.The dynamic height is computed by dividing the NAVD 88
 GV0665.geopotential number by the normal gravity value computed on the
 GV0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0665.degrees latitude (g = 980.6199 gals.).
 GV0665
 GV0665.The modeled gravity was interpolated from observed gravity values.
 GV0665.The observed gravity was obtained from relative gravimeter ties
 GV0665.to the IGSN71 gravity network.
 GV0665
 GV0665;                    North         East    Units  Estimated Accuracy
 GV0665;SPC VA S     - 1,129,510.    3,649,280.      MT  (+/- 180 meters Scaled)
 GV0665
 GV0665                          SUPERSEDED SURVEY CONTROL
 GV0665
 GV0665  NGVD 29 (??/??/??)   19.822  (m)           65.03   (f) ADJUSTED    1 1
 GV0665
 GV0665.Superseded values are not recommended for survey control.
 GV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0665.See file dsdata.txt to determine how the superseded data were derived.
 GV0665
 GV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG398505(NAD 83)
 GV0665_MARKER: DB = BENCH MARK DISK
 GV0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0665_STAMPING: A 265 1942
 GV0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0665+STABILITY: SURFACE MOTION
 GV0665
 GV0665  HISTORY     - Date     Condition        Report By
 GV0665  HISTORY     - 1942     MONUMENTED       CGS
 GV0665  HISTORY     - 1971     GOOD             NGS
 GV0665  HISTORY     - 1978     GOOD             DMA
 GV0665  HISTORY     - 19960520 GOOD             USPSQD
 GV0665  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV0665  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0665  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV0665
 GV0665                          STATION DESCRIPTION
 GV0665
 GV0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0665'4.8 MI SW FROM WEST POINT.
 GV0665'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 GV0665'AT WEST POINT, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAYS
 GV0665'30 AND 33, THENCE 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 30,
 GV0665'305 FEET NORTH OF THE APPROXIMATE CENTER OF THE JUNCTION OF THE
 GV0665'HIGHWAY AND COUNTY ROAD 600 LEADING SOUTHEAST, AT THE OUTSIDE
 GV0665'OF A CURVE IN THE HIGHWAY, ON THE CREST OF A 4 FOOT HIGH BANK,
 GV0665'32 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 GV0665'WEST OF THE CENTER LINE OF A WOODS ROAD, 1.5 FEET WEST OF A
 GV0665'METAL WITNESS POST, 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 GV0665'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GV0665'ABOVE THE LEVEL OF THE GROUND.
 GV0665
 GV0665                          STATION RECOVERY (1978)
 GV0665
 GV0665'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0665'RECOVERED IN GOOD CONDITION.
 GV0665
 GV0665                          STATION RECOVERY (1996)
 GV0665
 GV0665'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0665'RECOVERED IN GOOD CONDITION.
 GV0665
 GV0665                          STATION RECOVERY (2000)
 GV0665
 GV0665'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0665'MARK NOT FOUND.
 GV0665
 GV0665                          STATION RECOVERY (2001)
 GV0665
 GV0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0665'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0665
 GV0665                          STATION RECOVERY (2005)
 GV0665
 GV0665'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0245 ***********************************************************************
 GV0245  DESIGNATION -  A 266
 GV0245  PID         -  GV0245
 GV0245  STATE/COUNTY-  VA/YORK
 GV0245  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0245
 GV0245                         *CURRENT SURVEY CONTROL
 GV0245  ___________________________________________________________________
 GV0245* NAD 83(1986)-  37 07 09.     (N)    076 23 33.     (W)     SCALED    
 GV0245* NAVD 88     -         2.168  (meters)       7.11   (feet)  ADJUSTED  
 GV0245  ___________________________________________________________________
 GV0245  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0245  DYNAMIC HT  -           2.166 (meters)       7.11  (feet)  COMP
 GV0245  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 GV0245
 GV0245  VERT ORDER  -  SECOND    CLASS 0
 GV0245
 GV0245.The horizontal coordinates were scaled from a topographic map and have
 GV0245.an estimated accuracy of +/- 6 seconds.
 GV0245
 GV0245.The orthometric height was determined by differential leveling
 GV0245.and adjusted by the National Geodetic Survey in June 1991..
 GV0245
 GV0245.The geoid height was determined by GEOID03.
 GV0245
 GV0245.The dynamic height is computed by dividing the NAVD 88
 GV0245.geopotential number by the normal gravity value computed on the
 GV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0245.degrees latitude (g = 980.6199 gals.).
 GV0245
 GV0245.The modeled gravity was interpolated from observed gravity values.
 GV0245
 GV0245;                    North         East    Units  Estimated Accuracy
 GV0245;SPC VA S     - 1,089,300.    3,687,280.      MT  (+/- 180 meters Scaled)
 GV0245
 GV0245                          SUPERSEDED SURVEY CONTROL
 GV0245
 GV0245  NGVD 29 (??/??/??)    2.518  (m)            8.26   (f) ADJUSTED    2 0
 GV0245
 GV0245.Superseded values are not recommended for survey control.
 GV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0245.See file dsdata.txt to determine how the superseded data were derived.
 GV0245
 GV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG762089(NAD 83)
 GV0245_MARKER: DB = BENCH MARK DISK
 GV0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0245_SP_SET: CULVERT
 GV0245_STAMPING: A 266 1942
 GV0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0245
 GV0245  HISTORY     - Date     Condition        Report By
 GV0245  HISTORY     - 1942     MONUMENTED       CGS
 GV0245  HISTORY     - 1961     GOOD             CGS
 GV0245  HISTORY     - 1974     GOOD             LOCSUR
 GV0245
 GV0245                          STATION DESCRIPTION
 GV0245
 GV0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0245'1.2 MI S FROM POQUOSON.
 GV0245'1.25 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE POST OFFICE
 GV0245'AT POQUOSON, AT A CONCRETE-BOX CULVERT OVER A SMALL CREEK, IN
 GV0245'THE TOP OF THE SOUTHEAST WINGWALL, AND 12 FEET SOUTHEAST OF
 GV0245'THE CENTERLINE OF THE HIGHWAY.
 GV0245
 GV0245                          STATION RECOVERY (1974)
 GV0245
 GV0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0256 ***********************************************************************
 GV0256  DESIGNATION -  A 267
 GV0256  PID         -  GV0256
 GV0256  STATE/COUNTY-  VA/GLOUCESTER
 GV0256  USGS QUAD   -  ACHILLES (1983)
 GV0256
 GV0256                         *CURRENT SURVEY CONTROL
 GV0256  ___________________________________________________________________
 GV0256* NAD 83(1986)-  37 16 13.     (N)    076 27 51.     (W)     SCALED    
 GV0256* NAVD 88     -         2.627  (meters)       8.62   (feet)  ADJUSTED  
 GV0256  ___________________________________________________________________
 GV0256  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV0256  DYNAMIC HT  -           2.625 (meters)       8.61  (feet)  COMP
 GV0256  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 GV0256
 GV0256  VERT ORDER  -  SECOND    CLASS 0
 GV0256
 GV0256.The horizontal coordinates were scaled from a topographic map and have
 GV0256.an estimated accuracy of +/- 6 seconds.
 GV0256
 GV0256.The orthometric height was determined by differential leveling
 GV0256.and adjusted by the National Geodetic Survey in June 1991..
 GV0256
 GV0256.The geoid height was determined by GEOID03.
 GV0256
 GV0256.The dynamic height is computed by dividing the NAVD 88
 GV0256.geopotential number by the normal gravity value computed on the
 GV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0256.degrees latitude (g = 980.6199 gals.).
 GV0256
 GV0256.The modeled gravity was interpolated from observed gravity values.
 GV0256
 GV0256;                    North         East    Units  Estimated Accuracy
 GV0256;SPC VA S     - 1,105,920.    3,680,550.      MT  (+/- 180 meters Scaled)
 GV0256
 GV0256                          SUPERSEDED SURVEY CONTROL
 GV0256
 GV0256  NGVD 29 (??/??/??)    2.979  (m)            9.77   (f) ADJUSTED    2 0
 GV0256
 GV0256.Superseded values are not recommended for survey control.
 GV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0256.See file dsdata.txt to determine how the superseded data were derived.
 GV0256
 GV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG701258(NAD 83)
 GV0256_MARKER: DB = BENCH MARK DISK
 GV0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0256_STAMPING: A 267 1942
 GV0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0256+STABILITY: SURFACE MOTION
 GV0256
 GV0256  HISTORY     - Date     Condition        Report By
 GV0256  HISTORY     - 1942     MONUMENTED       CGS
 GV0256  HISTORY     - 19970227 MARK NOT FOUND   USPSQD
 GV0256  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0256
 GV0256                          STATION DESCRIPTION
 GV0256
 GV0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0256'0.5 MI W FROM BENA.
 GV0256'THIS MARK IS ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY NO. 216
 GV0256'FROM THE POST OFFICE AT BENA.  SET AT THE SOUTHEAST CORNER OF THE
 GV0256'FRONT YARD OF THE FRAME HOME OF MRS D. HEVESSY, 120 FEET SOUTH
 GV0256'OF THE SOUTHEAST CORNER OF THE FRAME HOUSE OF MRS D. HEVESSY, 4
 GV0256'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE HEDGE AROUND THE
 GV0256'YARD, 22 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO.
 GV0256'216, 13 FEET WEST OF THE CENTER LINE OF DRIVE WAY INTO THE HOUSE,
 GV0256'1 FOOT SOUTHEAST OF A WHITE REFERENCE POST, SET 1 FOOT ABOVE THE
 GV0256'ROAD LEVEL AND PROJECTING 4 INCHES ABOVE THE GROUND.  A U.S.C.
 GV0256'AND G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 GV0256
 GV0256                          STATION RECOVERY (1997)
 GV0256
 GV0256'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0256'MARK NOT FOUND.
 GV0256
 GV0256                          STATION RECOVERY (2002)
 GV0256
 GV0256'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0257 ***********************************************************************
 GV0257  DESIGNATION -  A 267 RESET 1956
 GV0257  PID         -  GV0257
 GV0257  STATE/COUNTY-  VA/GLOUCESTER
 GV0257  USGS QUAD   -  ACHILLES (1983)
 GV0257
 GV0257                         *CURRENT SURVEY CONTROL
 GV0257  ___________________________________________________________________
 GV0257* NAD 83(1986)-  37 16 13.     (N)    076 27 51.     (W)     SCALED    
 GV0257* NAVD 88     -         2.66   (meters)       8.7    (feet)  RESET     
 GV0257  ___________________________________________________________________
 GV0257  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV0257
 GV0257  VERT ORDER  -  THIRD
 GV0257
 GV0257.The horizontal coordinates were scaled from a topographic map and have
 GV0257.an estimated accuracy of +/- 6 seconds.
 GV0257
 GV0257.The orthometric height was computed from unverified reset data.
 GV0257.No vertical observational check was made to the station.
 GV0257
 GV0257.The geoid height was determined by GEOID03.
 GV0257
 GV0257;                    North         East    Units  Estimated Accuracy
 GV0257;SPC VA S     - 1,105,920.    3,680,550.      MT  (+/- 180 meters Scaled)
 GV0257
 GV0257                          SUPERSEDED SURVEY CONTROL
 GV0257
 GV0257  NGVD 29 (??/??/??)    3.01   (m)            9.9    (f) RESET       3  
 GV0257
 GV0257.Superseded values are not recommended for survey control.
 GV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0257.See file dsdata.txt to determine how the superseded data were derived.
 GV0257
 GV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG701258(NAD 83)
 GV0257_MARKER: DB = BENCH MARK DISK
 GV0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0257_STAMPING: A 267 RESET 1956
 GV0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0257+STABILITY: SURFACE MOTION
 GV0257
 GV0257  HISTORY     - Date     Condition        Report By
 GV0257  HISTORY     - 1956     MONUMENTED       CGS
 GV0257  HISTORY     - 1961     GOOD             CGS
 GV0257  HISTORY     - 1987     POOR             USPSQD
 GV0257  HISTORY     - 19970227 GOOD             USPSQD
 GV0257  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0257
 GV0257                          STATION DESCRIPTION
 GV0257
 GV0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0257'2.3 MI E FROM HAYES STORE.
 GV0257'2.3 MILES EAST ALONG STATE HIGHWAY 216 FROM THE POST OFFICE AT
 GV0257'HAYES STORE, GLOUCESTER COUNTY, 0.5 MILE WEST OF THE POST OFFICE
 GV0257'AT BENA, 39 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12 FEET
 GV0257'WEST OF A DRIVEWAY LEADING TO MRS. D. HEVESSYS FARMHOUSE AND 9
 GV0257'FEET SOUTH OF THE HEDGE.  A STANDARD DISK STAMPED A 267 RESET
 GV0257'1956 SET FLUSH WITH THE GROUND.
 GV0257
 GV0257                          STATION RECOVERY (1987)
 GV0257
 GV0257'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0257'MARK RECOVERED IN POOR CONDITION.
 GV0257
 GV0257                          STATION RECOVERY (1997)
 GV0257
 GV0257'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0257'RECOVERED IN GOOD CONDITION.
 GV0257
 GV0257                          STATION RECOVERY (2002)
 GV0257
 GV0257'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0257'MOUMENT FOUND OK DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0729 ***********************************************************************
 GV0729  DESIGNATION -  A 268
 GV0729  PID         -  GV0729
 GV0729  STATE/COUNTY-  VA/GLOUCESTER
 GV0729  USGS QUAD   -  GLOUCESTER (1986)
 GV0729
 GV0729                         *CURRENT SURVEY CONTROL
 GV0729  ___________________________________________________________________
 GV0729* NAD 83(1986)-  37 28 41.     (N)    076 36 59.     (W)     SCALED    
 GV0729* NAVD 88     -        32.609  (meters)     106.98   (feet)  ADJUSTED  
 GV0729  ___________________________________________________________________
 GV0729  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV0729  DYNAMIC HT  -          32.587 (meters)     106.91  (feet)  COMP
 GV0729  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 GV0729
 GV0729  VERT ORDER  -  SECOND    CLASS 0
 GV0729
 GV0729.The horizontal coordinates were scaled from a topographic map and have
 GV0729.an estimated accuracy of +/- 6 seconds.
 GV0729
 GV0729.The orthometric height was determined by differential leveling
 GV0729.and adjusted by the National Geodetic Survey in June 1991..
 GV0729
 GV0729.The geoid height was determined by GEOID03.
 GV0729
 GV0729.The dynamic height is computed by dividing the NAVD 88
 GV0729.geopotential number by the normal gravity value computed on the
 GV0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0729.degrees latitude (g = 980.6199 gals.).
 GV0729
 GV0729.The modeled gravity was interpolated from observed gravity values.
 GV0729
 GV0729;                    North         East    Units  Estimated Accuracy
 GV0729;SPC VA S     - 1,128,700.    3,666,590.      MT  (+/- 180 meters Scaled)
 GV0729
 GV0729                          SUPERSEDED SURVEY CONTROL
 GV0729
 GV0729  NGVD 29 (??/??/??)   32.988  (m)          108.23   (f) ADJUSTED    2 0
 GV0729
 GV0729.Superseded values are not recommended for survey control.
 GV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0729.See file dsdata.txt to determine how the superseded data were derived.
 GV0729
 GV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG570491(NAD 83)
 GV0729_MARKER: DB = BENCH MARK DISK
 GV0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0729_STAMPING: A 268 1942
 GV0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0729+STABILITY: SURFACE MOTION
 GV0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0729+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0729
 GV0729  HISTORY     - Date     Condition        Report By
 GV0729  HISTORY     - 1942     MONUMENTED       CGS
 GV0729  HISTORY     - 1961     GOOD             CGS
 GV0729  HISTORY     - 1971     GOOD             NGS
 GV0729  HISTORY     - 19970129 GOOD             USPSQD
 GV0729  HISTORY     - 20020111 GOOD             USPSQD
 GV0729  HISTORY     - 20060214 GOOD             USPSQD
 GV0729
 GV0729                          STATION DESCRIPTION
 GV0729
 GV0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0729'6.8 MI NW FROM GLOUCESTER.
 GV0729'ORIGINAL DESCRIPTION-- 6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 17
 GV0729'FROM THE COUNTY COURTHOUSE AT GLOUCESTER, AT WOODS CROSSROADS, AT
 GV0729'THE INTERSECTION OF SECONDARY STATE HIGHWAY 610, 33 FEET NORTHEAST
 GV0729'OF THE CENTERLINE OF U.S. HIGHWAY 17, 21 FEET NORTHWEST OF THE
 GV0729'CENTERLINE OF SECONDARY STATE HIGHWAY 610 (YORK RIVER ROAD), 86
 GV0729'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE J.E. LAMBERTH
 GV0729'TWO-STORY FRAMEHOUSE, IN THE SOUTH CORNER OF THE FRONT YARD, 2
 GV0729'FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET ABOVE THE LEVEL OF THE
 GV0729'HIGHWAY.
 GV0729
 GV0729                          STATION RECOVERY (1971)
 GV0729
 GV0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0729'RECOVERED IN GOOD CONDITION.
 GV0729
 GV0729                          STATION RECOVERY (1997)
 GV0729
 GV0729'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0729'RECOVERED IN GOOD CONDITION.
 GV0729
 GV0729                          STATION RECOVERY (2002)
 GV0729
 GV0729'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0729'RECOVERED IN GOOD CONDITION.
 GV0729
 GV0729                          STATION RECOVERY (2006)
 GV0729
 GV0729'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0952 ***********************************************************************
 GV0952  DESIGNATION -  A 269
 GV0952  PID         -  GV0952
 GV0952  STATE/COUNTY-  VA/RICHMOND
 GV0952  USGS QUAD   -  HAYNESVILLE (1981)
 GV0952
 GV0952                         *CURRENT SURVEY CONTROL
 GV0952  ___________________________________________________________________
 GV0952* NAD 83(1986)-  37 57 01.     (N)    076 44 57.     (W)     SCALED    
 GV0952* NAVD 88     -        40.227  (meters)     131.98   (feet)  ADJUSTED  
 GV0952  ___________________________________________________________________
 GV0952  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 GV0952  DYNAMIC HT  -          40.201 (meters)     131.89  (feet)  COMP
 GV0952  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 GV0952
 GV0952  VERT ORDER  -  FIRST     CLASS I
 GV0952
 GV0952.The horizontal coordinates were scaled from a topographic map and have
 GV0952.an estimated accuracy of +/- 6 seconds.
 GV0952
 GV0952.The orthometric height was determined by differential leveling
 GV0952.and adjusted by the National Geodetic Survey in June 1991..
 GV0952
 GV0952.The geoid height was determined by GEOID03.
 GV0952
 GV0952.The dynamic height is computed by dividing the NAVD 88
 GV0952.geopotential number by the normal gravity value computed on the
 GV0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0952.degrees latitude (g = 980.6199 gals.).
 GV0952
 GV0952.The modeled gravity was interpolated from observed gravity values.
 GV0952
 GV0952;                    North         East    Units  Estimated Accuracy
 GV0952;SPC VA S     - 1,180,870.    3,653,870.      MT  (+/- 180 meters Scaled)
 GV0952
 GV0952                          SUPERSEDED SURVEY CONTROL
 GV0952
 GV0952  NGVD 29 (05/17/90)   40.473  (m)          132.79   (f) ADJUSTED    1 1
 GV0952
 GV0952.Superseded values are not recommended for survey control.
 GV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0952.See file dsdata.txt to determine how the superseded data were derived.
 GV0952
 GV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH463017(NAD 83)
 GV0952_MARKER: DB = BENCH MARK DISK
 GV0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0952_STAMPING: A 269 1942
 GV0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0952+STABILITY: SURFACE MOTION
 GV0952
 GV0952  HISTORY     - Date     Condition        Report By
 GV0952  HISTORY     - 1942     MONUMENTED       CGS
 GV0952  HISTORY     - 1971     GOOD             NGS
 GV0952  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GV0952
 GV0952                          STATION DESCRIPTION
 GV0952
 GV0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0952'0.8 MI SE FROM WARSAW.
 GV0952'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 360 FROM THE COURTHOUSE
 GV0952'AT WARSAW, AT THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 3,
 GV0952'IN THE SOUTHWEST ANGLE OF THE TRIANGLE FORMED BY THE JUNCTION, 33
 GV0952'FEET EAST OF THE CENTER LINE OF THE STATE HIGHWAY, 132 FEET
 GV0952'SOUTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY, 33 FEET
 GV0952'SOUTHEAST OF TELEPHONE POLE NUMBER 31, 33 FEET NORTHWEST OF THE
 GV0952'CENTER LINE OF THE SERVICE ROAD BETWEEN THE U.S. HIGHWAY AND THE
 GV0952'STATE HIGHWAY, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 GV0952'LEVEL WITH THE STATE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GV0952'POST PROJECTING 4 INCHES.
 GV0952
 GV0952                          STATION RECOVERY (1985)
 GV0952
 GV0952'RECOVERY NOTE BY US POWER SQUADRON 1985
 GV0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1006 ***********************************************************************
 GV1006  DESIGNATION -  A 269 RESET 1974
 GV1006  PID         -  GV1006
 GV1006  STATE/COUNTY-  VA/RICHMOND
 GV1006  USGS QUAD   -  HAYNESVILLE (1981)
 GV1006
 GV1006                         *CURRENT SURVEY CONTROL
 GV1006  ___________________________________________________________________
 GV1006* NAD 83(1986)-  37 57 01.     (N)    076 44 57.     (W)     SCALED    
 GV1006* NAVD 88     -        39.91   (meters)     130.9    (feet)  RESET     
 GV1006  ___________________________________________________________________
 GV1006  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 GV1006
 GV1006  VERT ORDER  -  THIRD
 GV1006
 GV1006.The horizontal coordinates were scaled from a topographic map and have
 GV1006.an estimated accuracy of +/- 6 seconds.
 GV1006
 GV1006.The orthometric height was computed from unverified reset data.
 GV1006.No vertical observational check was made to the station.
 GV1006
 GV1006.The geoid height was determined by GEOID03.
 GV1006
 GV1006;                    North         East    Units  Estimated Accuracy
 GV1006;SPC VA S     - 1,180,870.    3,653,870.      MT  (+/- 180 meters Scaled)
 GV1006
 GV1006                          SUPERSEDED SURVEY CONTROL
 GV1006
 GV1006  NGVD 29 (??/??/??)   40.15   (m)          131.7    (f) RESET       3  
 GV1006
 GV1006.Superseded values are not recommended for survey control.
 GV1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1006.See file dsdata.txt to determine how the superseded data were derived.
 GV1006
 GV1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH463017(NAD 83)
 GV1006_MARKER: DB = BENCH MARK DISK
 GV1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1006_SP_SET: CURB
 GV1006_STAMPING: A 269 RESET 1974
 GV1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1006+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1006
 GV1006  HISTORY     - Date     Condition        Report By
 GV1006  HISTORY     - 1974     MONUMENTED       VADH
 GV1006  HISTORY     - 1989     GOOD             USPSQD
 GV1006  HISTORY     - 19940207 GOOD             USPSQD
 GV1006  HISTORY     - 19990306 GOOD             USPSQD
 GV1006  HISTORY     - 20031028 GOOD             USPSQD
 GV1006  HISTORY     - 20051130 GOOD             USPSQD
 GV1006
 GV1006                          STATION DESCRIPTION
 GV1006
 GV1006'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 GV1006'0.8 MI SE FROM WARSAW.
 GV1006'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE
 GV1006'AT WARSAW, RICHMOND COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 360,
 GV1006'105 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF
 GV1006'REVISED ROUTE 360, RIGHT OF CONSTRUCTION STATION 113 PLUS 50,
 GV1006'78 FEET NORTHWEST OF THE NORTHWEST FACE OF A CINDERBLOCK SERVICE
 GV1006'STATION, INSIDE A CONCRETE CURB ISLAND, 34 FEET FROM THE NORTH END
 GV1006'OF THE ISLAND, MIDWAY BETWEEN THE CONCRETE CURBS, AND 1 FOOT
 GV1006'NORTHWEST OF A METAL WITNESS POST.
 GV1006
 GV1006                          STATION RECOVERY (1989)
 GV1006
 GV1006'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1006'RECOVERED IN GOOD CONDITION.
 GV1006
 GV1006                          STATION RECOVERY (1994)
 GV1006
 GV1006'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1006'RECOVERED IN GOOD CONDITION.
 GV1006
 GV1006                          STATION RECOVERY (1999)
 GV1006
 GV1006'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1006'RECOVERED IN GOOD CONDITION.
 GV1006
 GV1006                          STATION RECOVERY (2003)
 GV1006
 GV1006'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1006'RECOVERED IN GOOD CONDITION.
 GV1006
 GV1006                          STATION RECOVERY (2005)
 GV1006
 GV1006'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0894 ***********************************************************************
 FX0894  DESIGNATION -  A 27
 FX0894  PID         -  FX0894
 FX0894  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0894  USGS QUAD   -  CHUCKATUCK (1990)
 FX0894
 FX0894                         *CURRENT SURVEY CONTROL
 FX0894  ___________________________________________________________________
 FX0894* NAD 83(1986)-  36 52 05.     (N)    076 34 59.     (W)     SCALED    
 FX0894* NAVD 88     -         8.649  (meters)      28.38   (feet)  ADJUSTED  
 FX0894  ___________________________________________________________________
 FX0894  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 FX0894  DYNAMIC HT  -           8.642 (meters)      28.35  (feet)  COMP
 FX0894  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 FX0894
 FX0894  VERT ORDER  -  FIRST     CLASS II
 FX0894
 FX0894.The horizontal coordinates were scaled from a topographic map and have
 FX0894.an estimated accuracy of +/- 6 seconds.
 FX0894
 FX0894.The orthometric height was determined by differential leveling
 FX0894.and adjusted by the National Geodetic Survey in June 1991..
 FX0894
 FX0894.The geoid height was determined by GEOID03.
 FX0894
 FX0894.The dynamic height is computed by dividing the NAVD 88
 FX0894.geopotential number by the normal gravity value computed on the
 FX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0894.degrees latitude (g = 980.6199 gals.).
 FX0894
 FX0894.The modeled gravity was interpolated from observed gravity values.
 FX0894
 FX0894;                    North         East    Units  Estimated Accuracy
 FX0894;SPC VA S     - 1,061,080.    3,670,910.      MT  (+/- 180 meters Scaled)
 FX0894
 FX0894                          SUPERSEDED SURVEY CONTROL
 FX0894
 FX0894  NGVD 29 (??/??/92)    9.038  (m)           29.65   (f) ADJ UNCH    1 2
 FX0894
 FX0894.Superseded values are not recommended for survey control.
 FX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0894.See file dsdata.txt to determine how the superseded data were derived.
 FX0894
 FX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF588814(NAD 83)
 FX0894_MARKER: DB = BENCH MARK DISK
 FX0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0894_SP_SET: CULVERT
 FX0894_STAMPING: 29.797 A 27 1932
 FX0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0894
 FX0894  HISTORY     - Date     Condition        Report By
 FX0894  HISTORY     - 1932     MONUMENTED       CGS
 FX0894  HISTORY     - 1953     GOOD             NGS
 FX0894  HISTORY     - 1960     GOOD             NGS
 FX0894  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0894
 FX0894                          STATION DESCRIPTION
 FX0894
 FX0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0894'0.8 MI N FROM CHUCKATUCK.
 FX0894'0.75 MILE NORTH ALONG STATE HIGHWAY 32 FROM THE HIGH SCHOOL
 FX0894'AT CHUCKATUCK, ABOUT 0.5 MILE NORTH OF JUNCTION OF COUNTY
 FX0894'ROAD 628, IN THE TOP OF THE NORTH END OF WEST CONCRETE HEAD
 FX0894'WALL OF A 15-INCH PIPE CULVERT, 21 FEET WEST OF CENTER LINE OF
 FX0894'HIGHWAY, 15 FEET NORTHEAST OF POWER POLE NO. 196, 79 1/2 FEET
 FX0894'SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 322, AND
 FX0894'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 FX0894
 FX0894                          STATION RECOVERY (1960)
 FX0894
 FX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0894'RECOVERED IN GOOD CONDITION.
 FX0894
 FX0894                          STATION RECOVERY (2002)
 FX0894
 FX0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1041 ***********************************************************************
 GV1041  DESIGNATION -  A 270 RESET 1958
 GV1041  PID         -  GV1041
 GV1041  STATE/COUNTY-  VA/LANCASTER
 GV1041  USGS QUAD   -  URBANNA (1978)
 GV1041
 GV1041                         *CURRENT SURVEY CONTROL
 GV1041  ___________________________________________________________________
 GV1041* NAD 83(1986)-  37 40 58.     (N)    076 31 14.     (W)     SCALED    
 GV1041* NAVD 88     -         7.36   (meters)      24.1    (feet)  RESET     
 GV1041  ___________________________________________________________________
 GV1041  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 GV1041
 GV1041  VERT ORDER  -  THIRD
 GV1041
 GV1041.The horizontal coordinates were scaled from a topographic map and have
 GV1041.an estimated accuracy of +/- 6 seconds.
 GV1041
 GV1041.The orthometric height was computed from unverified reset data.
 GV1041.No vertical observational check was made to the station.
 GV1041
 GV1041.The geoid height was determined by GEOID03.
 GV1041
 GV1041;                    North         East    Units  Estimated Accuracy
 GV1041;SPC VA S     - 1,151,590.    3,674,590.      MT  (+/- 180 meters Scaled)
 GV1041
 GV1041                          SUPERSEDED SURVEY CONTROL
 GV1041
 GV1041  NGVD 29 (??/??/??)    7.66   (m)           25.1    (f) RESET       3  
 GV1041
 GV1041.Superseded values are not recommended for survey control.
 GV1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1041.See file dsdata.txt to determine how the superseded data were derived.
 GV1041
 GV1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG659717(NAD 83)
 GV1041_MARKER: DB = BENCH MARK DISK
 GV1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1041_STAMPING: A 270 RESET 1958
 GV1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1041+STABILITY: SURFACE MOTION
 GV1041
 GV1041  HISTORY     - Date     Condition        Report By
 GV1041  HISTORY     - 1958     MONUMENTED       CGS
 GV1041  HISTORY     - 1961     GOOD             CGS
 GV1041  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV1041  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 GV1041  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 GV1041  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV1041
 GV1041                          STATION DESCRIPTION
 GV1041
 GV1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1041'1.3 MI S FROM OTTOMAN.
 GV1041'1.3 MILES SOUTH ALONG STATE HIGHWAY 354 FROM THE POST OFFICE AT
 GV1041'OTTOMAN, AT THE T-JUNCTION OF HIGHWAY 682 LEADING SOUTHEAST, ABOUT
 GV1041'200 FEET EAST OF HIGHWAY 354, 30 FEET NORTHWEST OF HIGHWAY 682, 4
 GV1041'FEET SOUTH OF A 24 INCH OAK TREE AND 1 FOOT SOUTH OF A CGS WITNESS
 GV1041'SIGN.  A STANDARD DISK, STAMPED A 270 RESET 1958 AND SET IN THE
 GV1041'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1041
 GV1041                          STATION RECOVERY (1991)
 GV1041
 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV1041'MARK NOT FOUND.
 GV1041
 GV1041                          STATION RECOVERY (1994)
 GV1041
 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1041'MARK NOT FOUND.
 GV1041
 GV1041                          STATION RECOVERY (1998)
 GV1041
 GV1041'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1041'MARK NOT FOUND.
 GV1041
 GV1041                          STATION RECOVERY (2002)
 GV1041
 GV1041'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0064 ***********************************************************************
 GV0064  DESIGNATION -  A 271
 GV0064  PID         -  GV0064
 GV0064  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0064  USGS QUAD   -  HEATHSVILLE (1992)
 GV0064
 GV0064                         *CURRENT SURVEY CONTROL
 GV0064  ___________________________________________________________________
 GV0064* NAD 83(1986)-  37 54 04.     (N)    076 25 28.     (W)     SCALED    
 GV0064* NAVD 88     -        32.152  (meters)     105.49   (feet)  ADJUSTED  
 GV0064  ___________________________________________________________________
 GV0064  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 GV0064  DYNAMIC HT  -          32.130 (meters)     105.41  (feet)  COMP
 GV0064  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 GV0064
 GV0064  VERT ORDER  -  FIRST     CLASS I
 GV0064
 GV0064.The horizontal coordinates were scaled from a topographic map and have
 GV0064.an estimated accuracy of +/- 6 seconds.
 GV0064
 GV0064.The orthometric height was determined by differential leveling
 GV0064.and adjusted by the National Geodetic Survey in June 1991..
 GV0064
 GV0064.The geoid height was determined by GEOID03.
 GV0064
 GV0064.The dynamic height is computed by dividing the NAVD 88
 GV0064.geopotential number by the normal gravity value computed on the
 GV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0064.degrees latitude (g = 980.6199 gals.).
 GV0064
 GV0064.The modeled gravity was interpolated from observed gravity values.
 GV0064
 GV0064;                    North         East    Units  Estimated Accuracy
 GV0064;SPC VA S     - 1,176,000.    3,682,530.      MT  (+/- 180 meters Scaled)
 GV0064
 GV0064                          SUPERSEDED SURVEY CONTROL
 GV0064
 GV0064  NGVD 29 (05/17/90)   32.395  (m)          106.28   (f) ADJUSTED    1 1
 GV0064
 GV0064.Superseded values are not recommended for survey control.
 GV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0064.See file dsdata.txt to determine how the superseded data were derived.
 GV0064
 GV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG747958(NAD 83)
 GV0064_MARKER: DB = BENCH MARK DISK
 GV0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0064_STAMPING: A 271 1942
 GV0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0064+STABILITY: SURFACE MOTION
 GV0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0064+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0064
 GV0064  HISTORY     - Date     Condition        Report By
 GV0064  HISTORY     - 1942     MONUMENTED       CGS
 GV0064  HISTORY     - 1971     GOOD             NGS
 GV0064  HISTORY     - 1987     GOOD             USPSQD
 GV0064  HISTORY     - 1989     GOOD             USPSQD
 GV0064  HISTORY     - 19910614 GOOD             USPSQD
 GV0064  HISTORY     - 19940522 GOOD             USPSQD
 GV0064  HISTORY     - 20020307 GOOD             USPSQD
 GV0064  HISTORY     - 20051026 GOOD             USPSQD
 GV0064
 GV0064                          STATION DESCRIPTION
 GV0064
 GV0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0064'4.6 MI W FROM BURGESS.
 GV0064'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION
 GV0064'OF STATE HIGHWAY 200 AT BURGESS, 58.0 FEET SOUTHEAST OF THE
 GV0064'SOUTHEAST CORNER OF THE MACEDONIA METHODIST CHURCH BUILDING, 61
 GV0064'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28.5 FEET SOUTH
 GV0064'OF THE SOUTH EDGE OF A CONCRETE WALKWAY LEADING TO THE CHURCH,
 GV0064'2.1 FEET NORTH OF THE MOST EASTERLY CONCRETE FENCE GUARD POST,
 GV0064'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GV0064'POST PROJECTING 1 INCH.
 GV0064
 GV0064                          STATION RECOVERY (1987)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0064'RECOVERED IN GOOD CONDITION.
 GV0064
 GV0064                          STATION RECOVERY (1989)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0064'RECOVERED IN GOOD CONDITION.
 GV0064
 GV0064                          STATION RECOVERY (1991)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0064'RECOVERED IN GOOD CONDITION.
 GV0064
 GV0064                          STATION RECOVERY (1994)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0064'RECOVERED IN GOOD CONDITION.
 GV0064
 GV0064                          STATION RECOVERY (2002)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0064'RECOVERED IN GOOD CONDITION.
 GV0064
 GV0064                          STATION RECOVERY (2005)
 GV0064
 GV0064'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0030 ***********************************************************************
 GV0030  DESIGNATION -  A 272
 GV0030  PID         -  GV0030
 GV0030  STATE/COUNTY-  VA/LANCASTER
 GV0030  USGS QUAD   -  IRVINGTON (1992)
 GV0030
 GV0030                         *CURRENT SURVEY CONTROL
 GV0030  ___________________________________________________________________
 GV0030* NAD 83(1986)-  37 40 43.     (N)    076 22 37.     (W)     SCALED    
 GV0030* NAVD 88     -         6.968  (meters)      22.86   (feet)  ADJUSTED  
 GV0030  ___________________________________________________________________
 GV0030  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 GV0030  DYNAMIC HT  -           6.963 (meters)      22.84  (feet)  COMP
 GV0030  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 GV0030
 GV0030  VERT ORDER  -  FIRST     CLASS I
 GV0030
 GV0030.The horizontal coordinates were scaled from a topographic map and have
 GV0030.an estimated accuracy of +/- 6 seconds.
 GV0030
 GV0030.The orthometric height was determined by differential leveling
 GV0030.and adjusted by the National Geodetic Survey in June 1991..
 GV0030
 GV0030.The geoid height was determined by GEOID03.
 GV0030
 GV0030.The dynamic height is computed by dividing the NAVD 88
 GV0030.geopotential number by the normal gravity value computed on the
 GV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0030.degrees latitude (g = 980.6199 gals.).
 GV0030
 GV0030.The modeled gravity was interpolated from observed gravity values.
 GV0030
 GV0030;                    North         East    Units  Estimated Accuracy
 GV0030;SPC VA S     - 1,151,400.    3,687,260.      MT  (+/- 180 meters Scaled)
 GV0030
 GV0030                          SUPERSEDED SURVEY CONTROL
 GV0030
 GV0030  NGVD 29 (05/17/90)    7.210  (m)           23.65   (f) ADJUSTED    1 1
 GV0030
 GV0030.Superseded values are not recommended for survey control.
 GV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0030.See file dsdata.txt to determine how the superseded data were derived.
 GV0030
 GV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG785710(NAD 83)
 GV0030_MARKER: DB = BENCH MARK DISK
 GV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0030_STAMPING: A 272 1942
 GV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0030+STABILITY: SURFACE MOTION
 GV0030
 GV0030  HISTORY     - Date     Condition        Report By
 GV0030  HISTORY     - 1942     MONUMENTED       CGS
 GV0030  HISTORY     - 1971     GOOD             NGS
 GV0030  HISTORY     - 1987     GOOD             USPSQD
 GV0030  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV0030  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV0030  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 GV0030  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV0030
 GV0030                          STATION DESCRIPTION
 GV0030
 GV0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0030'2.2 MI N FROM WHITE STONE.
 GV0030'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF
 GV0030'STATE HIGHWAY 3 AND WHITE STONE, 54 FEET NORTHWEST OF THE CENTER
 GV0030'LINE OF THE HIGHWAY, 94 FEET NORTH OF THE JUNCTION OF THE HIGHWAY
 GV0030'AND A PRIVATE ROAD, 39.0 FEET WEST OF A CONCRETE TUBULAR CULVERT,
 GV0030'20 1/2 FEET SOUTH OF POWER POLE NUMBER 47844, 1.0 FOOT SOUTHEAST
 GV0030'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 GV0030'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THE
 GV0030'ORIGINAL DESCRIPTION REPORTED THE MARK AS PROJECTING 4 INCHES.
 GV0030
 GV0030                          STATION RECOVERY (1987)
 GV0030
 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0030'RECOVERED IN GOOD CONDITION.
 GV0030
 GV0030                          STATION RECOVERY (1991)
 GV0030
 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM)
 GV0030'MARK NOT FOUND.
 GV0030
 GV0030                          STATION RECOVERY (1994)
 GV0030
 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0030'MARK NOT FOUND.
 GV0030
 GV0030                          STATION RECOVERY (1998)
 GV0030
 GV0030'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0030'MARK NOT FOUND.
 GV0030
 GV0030                          STATION RECOVERY (2002)
 GV0030
 GV0030'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0939 ***********************************************************************
 GV0939  DESIGNATION -  A 273
 GV0939  PID         -  GV0939
 GV0939  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0939  USGS QUAD   -  LOTTSBURG (1981)
 GV0939
 GV0939                         *CURRENT SURVEY CONTROL
 GV0939  ___________________________________________________________________
 GV0939* NAD 83(1986)-  37 56 54.     (N)    076 35 09.     (W)     SCALED    
 GV0939* NAVD 88     -        36.076  (meters)     118.36   (feet)  ADJUSTED  
 GV0939  ___________________________________________________________________
 GV0939  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 GV0939  DYNAMIC HT  -          36.053 (meters)     118.28  (feet)  COMP
 GV0939  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 GV0939
 GV0939  VERT ORDER  -  FIRST     CLASS I
 GV0939
 GV0939.The horizontal coordinates were scaled from a topographic map and have
 GV0939.an estimated accuracy of +/- 6 seconds.
 GV0939
 GV0939.The orthometric height was determined by differential leveling
 GV0939.and adjusted by the National Geodetic Survey in June 1991..
 GV0939
 GV0939.The geoid height was determined by GEOID03.
 GV0939
 GV0939.The dynamic height is computed by dividing the NAVD 88
 GV0939.geopotential number by the normal gravity value computed on the
 GV0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0939.degrees latitude (g = 980.6199 gals.).
 GV0939
 GV0939.The modeled gravity was interpolated from observed gravity values.
 GV0939
 GV0939;                    North         East    Units  Estimated Accuracy
 GV0939;SPC VA S     - 1,180,940.    3,668,230.      MT  (+/- 180 meters Scaled)
 GV0939
 GV0939                          SUPERSEDED SURVEY CONTROL
 GV0939
 GV0939  NGVD 29 (05/17/90)   36.321  (m)          119.16   (f) ADJUSTED    1 1
 GV0939
 GV0939.Superseded values are not recommended for survey control.
 GV0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0939.See file dsdata.txt to determine how the superseded data were derived.
 GV0939
 GV0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH606012(NAD 83)
 GV0939_MARKER: DB = BENCH MARK DISK
 GV0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0939_STAMPING: A 273 1942
 GV0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0939+STABILITY: SURFACE MOTION
 GV0939
 GV0939  HISTORY     - Date     Condition        Report By
 GV0939  HISTORY     - 1942     MONUMENTED       CGS
 GV0939  HISTORY     - 1971     GOOD             NGS
 GV0939  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0939  HISTORY     - 19910809 MARK NOT FOUND   USPSQD
 GV0939  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV0939
 GV0939                          STATION DESCRIPTION
 GV0939
 GV0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0939'2.1 MI SW FROM CALLAO.
 GV0939'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION
 GV0939'OF STATE HIGHWAY 202 AT CALLAO, OR ABOUT 0.95 MILE EAST ALONG
 GV0939'U.S. HIGHWAY 360 FROM THE JUNCTION OF COUNTY ROAD 617 AT VILLAGE,
 GV0939'49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 89 FEET
 GV0939'EAST-NORTHEAST OF POWER POLE NUMBER 51445, 31 FEET WEST OF THE
 GV0939'CENTER LINE OF A TRACK ROAD LEADING NORTH, 0.8 FOOT SOUTH OF A
 GV0939'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GV0939'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GV0939
 GV0939                          STATION RECOVERY (1988)
 GV0939
 GV0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV0939'MARK NOT FOUND.
 GV0939
 GV0939                          STATION RECOVERY (1991)
 GV0939
 GV0939'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0939'MARK NOT FOUND.
 GV0939
 GV0939                          STATION RECOVERY (2002)
 GV0939
 GV0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3478 ***********************************************************************
 GV3478  DESIGNATION -  A 273 RESET 1979
 GV3478  PID         -  GV3478
 GV3478  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3478  USGS QUAD   -  LOTTSBURG (1981)
 GV3478
 GV3478                         *CURRENT SURVEY CONTROL
 GV3478  ___________________________________________________________________
 GV3478* NAD 83(1986)-  37 56 54.     (N)    076 35 09.     (W)     SCALED    
 GV3478* NAVD 88     -        36.85   (meters)     120.9    (feet)  RESET     
 GV3478  ___________________________________________________________________
 GV3478  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 GV3478
 GV3478  VERT ORDER  -  THIRD
 GV3478
 GV3478.The horizontal coordinates were scaled from a topographic map and have
 GV3478.an estimated accuracy of +/- 6 seconds.
 GV3478
 GV3478.The orthometric height was computed from unverified reset data.
 GV3478.No vertical observational check was made to the station.
 GV3478
 GV3478.The geoid height was determined by GEOID03.
 GV3478
 GV3478;                    North         East    Units  Estimated Accuracy
 GV3478;SPC VA S     - 1,180,940.    3,668,230.      MT  (+/- 180 meters Scaled)
 GV3478
 GV3478                          SUPERSEDED SURVEY CONTROL
 GV3478
 GV3478  NGVD 29 (??/??/??)   37.09   (m)          121.7    (f) RESET       3  
 GV3478
 GV3478.Superseded values are not recommended for survey control.
 GV3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3478.See file dsdata.txt to determine how the superseded data were derived.
 GV3478
 GV3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH606012(NAD 83)
 GV3478_MARKER: DB = BENCH MARK DISK
 GV3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3478_STAMPING: A 273 RESET 1979
 GV3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3478+STABILITY: SURFACE MOTION
 GV3478
 GV3478  HISTORY     - Date     Condition        Report By
 GV3478  HISTORY     - 1979     MONUMENTED       NGS
 GV3478  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV3478  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 GV3478  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 GV3478  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV3478
 GV3478                          STATION DESCRIPTION
 GV3478
 GV3478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3478'2.1 MI SW FROM CALLAO.
 GV3478'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 GV3478'STATE HIGHWAY 202 AT CALLAD, OR ABOUT 0.95 MILE EAST ALONG U.S. HIGH-
 GV3478'WAY 360 FROM THE JUNCTION OF COUNTY ROAD 617 AT VILLAGE, 76 FEET NORTH
 GV3478'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF
 GV3478'A TRACK ROAD LEADING NORTH, 20 FEET NORTHEAST OF A RIGHT OF WAY
 GV3478'MOUMENT HUB.
 GV3478
 GV3478                          STATION RECOVERY (1987)
 GV3478
 GV3478'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEP)
 GV3478'MARK NOT FOUND.
 GV3478
 GV3478                          STATION RECOVERY (1991)
 GV3478
 GV3478'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV3478'MARK NOT FOUND.
 GV3478
 GV3478                          STATION RECOVERY (1994)
 GV3478
 GV3478'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3478'MARK NOT FOUND.
 GV3478
 GV3478                          STATION RECOVERY (2002)
 GV3478
 GV3478'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1117 ***********************************************************************
 GV1117  DESIGNATION -  A 275
 GV1117  PID         -  GV1117
 GV1117  STATE/COUNTY-  VA/ESSEX
 GV1117  USGS QUAD   -  DUNNSVILLE (1985)
 GV1117
 GV1117                         *CURRENT SURVEY CONTROL
 GV1117  ___________________________________________________________________
 GV1117* NAD 83(1986)-  37 46 32.     (N)    076 47 14.     (W)     SCALED    
 GV1117* NAVD 88     -        23.306  (meters)      76.46   (feet)  ADJUSTED  
 GV1117  ___________________________________________________________________
 GV1117  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 GV1117  DYNAMIC HT  -          23.290 (meters)      76.41  (feet)  COMP
 GV1117  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 GV1117
 GV1117  VERT ORDER  -  FIRST     CLASS I
 GV1117
 GV1117.The horizontal coordinates were scaled from a topographic map and have
 GV1117.an estimated accuracy of +/- 6 seconds.
 GV1117
 GV1117.The orthometric height was determined by differential leveling
 GV1117.and adjusted by the National Geodetic Survey in June 1991..
 GV1117
 GV1117.The geoid height was determined by GEOID03.
 GV1117
 GV1117.The dynamic height is computed by dividing the NAVD 88
 GV1117.geopotential number by the normal gravity value computed on the
 GV1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1117.degrees latitude (g = 980.6199 gals.).
 GV1117
 GV1117.The modeled gravity was interpolated from observed gravity values.
 GV1117
 GV1117;                    North         East    Units  Estimated Accuracy
 GV1117;SPC VA S     - 1,161,420.    3,650,880.      MT  (+/- 180 meters Scaled)
 GV1117
 GV1117                          SUPERSEDED SURVEY CONTROL
 GV1117
 GV1117  NGVD 29 (??/??/??)   23.547  (m)           77.25   (f) ADJUSTED    1 1
 GV1117
 GV1117.Superseded values are not recommended for survey control.
 GV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1117.See file dsdata.txt to determine how the superseded data were derived.
 GV1117
 GV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG426824(NAD 83)
 GV1117_MARKER: DB = BENCH MARK DISK
 GV1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1117_STAMPING: A 275 1942
 GV1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1117+STABILITY: SURFACE MOTION
 GV1117
 GV1117  HISTORY     - Date     Condition        Report By
 GV1117  HISTORY     - 1942     MONUMENTED       CGS
 GV1117  HISTORY     - 1971     GOOD             NGS
 GV1117  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV1117  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 GV1117  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV1117
 GV1117                          STATION DESCRIPTION
 GV1117
 GV1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV1117'2.4 MI S FROM CENTER CROSS.
 GV1117'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 684 FROM THE POST
 GV1117'OFFICE AT CENTER CROSS, THENCE 2.1 MILES SOUTH ALONG STATE HIGHWAY
 GV1117'604, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 GV1117'NORTHWEST OF A POWER LINE POLE, 10 FEET SOUTH OF THE CENTER LINE
 GV1117'OF A PRIVATE ROAD, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 GV1117'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GV1117'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV1117
 GV1117                          STATION RECOVERY (1995)
 GV1117
 GV1117'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1117'MARK NOT FOUND.
 GV1117
 GV1117                          STATION RECOVERY (1999)
 GV1117
 GV1117'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1117'MARK NOT FOUND.
 GV1117
 GV1117                          STATION RECOVERY (2004)
 GV1117
 GV1117'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1798 ***********************************************************************
 GV1798  DESIGNATION -  A 276 RESET 1956
 GV1798  PID         -  GV1798
 GV1798  STATE/COUNTY-  VA/HENRICO
 GV1798  USGS QUAD   -  ROXBURY (1994)
 GV1798
 GV1798                         *CURRENT SURVEY CONTROL
 GV1798  ___________________________________________________________________
 GV1798* NAD 83(1986)-  37 27 06.     (N)    077 12 46.     (W)     SCALED    
 GV1798* NAVD 88     -        46.27   (meters)     151.8    (feet)  RESET     
 GV1798  ___________________________________________________________________
 GV1798  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GV1798
 GV1798  VERT ORDER  -  THIRD
 GV1798
 GV1798.The horizontal coordinates were scaled from a topographic map and have
 GV1798.an estimated accuracy of +/- 6 seconds.
 GV1798
 GV1798.The orthometric height was computed from unverified reset data.
 GV1798.No vertical observational check was made to the station.
 GV1798
 GV1798.The geoid height was determined by GEOID03.
 GV1798
 GV1798;                    North         East    Units  Estimated Accuracy
 GV1798;SPC VA S     - 1,124,880.    3,613,890.      MT  (+/- 180 meters Scaled)
 GV1798
 GV1798                          SUPERSEDED SURVEY CONTROL
 GV1798
 GV1798  NGVD 29 (??/??/??)   46.61   (m)          152.9    (f) RESET       3  
 GV1798
 GV1798.Superseded values are not recommended for survey control.
 GV1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1798.See file dsdata.txt to determine how the superseded data were derived.
 GV1798
 GV1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG042472(NAD 83)
 GV1798_MARKER: DB = BENCH MARK DISK
 GV1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1798_STAMPING: A 276 RESET 1956
 GV1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1798+STABILITY: SURFACE MOTION
 GV1798
 GV1798  HISTORY     - Date     Condition        Report By
 GV1798  HISTORY     - 1956     MONUMENTED       VADH
 GV1798  HISTORY     - 1962     GOOD             CGS
 GV1798  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1798  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1798  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1798  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1798
 GV1798                          STATION DESCRIPTION
 GV1798
 GV1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1798'1.6 MI S FROM ELKO.
 GV1798'1.6 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE CHESAPEAKE AND
 GV1798'OHIO RAILWAY STATION AT ELKO, HENRICO COUNTY, AT THE Y-JUNCTION
 GV1798'OF CHARLES CITY ROAD LEADING EAST, 18 FEET SOUTHEAST CENTER ROUTE
 GV1798'156, 20 FEET NORTHWEST CENTER CHARLES CITY ROAD, AND SET IN THE
 GV1798'TOP OF A CONCRETE POST.
 GV1798
 GV1798                          STATION RECOVERY (1989)
 GV1798
 GV1798'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMD)
 GV1798'MARK NOT FOUND.
 GV1798
 GV1798                          STATION RECOVERY (1996)
 GV1798
 GV1798'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1798'MARK NOT FOUND.
 GV1798
 GV1798                          STATION RECOVERY (2000)
 GV1798
 GV1798'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1798'MARK NOT FOUND.
 GV1798
 GV1798                          STATION RECOVERY (2005)
 GV1798
 GV1798'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0741 ***********************************************************************
 GV0741  DESIGNATION -  A 277
 GV0741  PID         -  GV0741
 GV0741  STATE/COUNTY-  VA/CHARLES CITY
 GV0741  USGS QUAD   -  BRANDON (1980)
 GV0741
 GV0741                         *CURRENT SURVEY CONTROL
 GV0741  ___________________________________________________________________
 GV0741* NAD 83(1986)-  37 19 10.     (N)    076 58 18.     (W)     SCALED    
 GV0741* NAVD 88     -         7.453  (meters)      24.45   (feet)  ADJUSTED  
 GV0741  ___________________________________________________________________
 GV0741  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 GV0741  DYNAMIC HT  -           7.447 (meters)      24.43  (feet)  COMP
 GV0741  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 GV0741
 GV0741  VERT ORDER  -  SECOND    CLASS 0
 GV0741
 GV0741.The horizontal coordinates were scaled from a topographic map and have
 GV0741.an estimated accuracy of +/- 6 seconds.
 GV0741
 GV0741.The orthometric height was determined by differential leveling
 GV0741.and adjusted by the National Geodetic Survey in June 1991..
 GV0741
 GV0741.The geoid height was determined by GEOID03.
 GV0741
 GV0741.The dynamic height is computed by dividing the NAVD 88
 GV0741.geopotential number by the normal gravity value computed on the
 GV0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0741.degrees latitude (g = 980.6199 gals.).
 GV0741
 GV0741.The modeled gravity was interpolated from observed gravity values.
 GV0741
 GV0741;                    North         East    Units  Estimated Accuracy
 GV0741;SPC VA S     - 1,110,530.    3,635,460.      MT  (+/- 180 meters Scaled)
 GV0741
 GV0741                          SUPERSEDED SURVEY CONTROL
 GV0741
 GV0741  NGVD 29 (??/??/??)    7.776  (m)           25.51   (f) ADJUSTED    2 0
 GV0741
 GV0741.Superseded values are not recommended for survey control.
 GV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0741.See file dsdata.txt to determine how the superseded data were derived.
 GV0741
 GV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG252321(NAD 83)
 GV0741_MARKER: DB = BENCH MARK DISK
 GV0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0741_SP_SET: BRIDGE
 GV0741_STAMPING: A-277 1942
 GV0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0741
 GV0741  HISTORY     - Date     Condition        Report By
 GV0741  HISTORY     - 1942     MONUMENTED       CGS
 GV0741  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0741  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0741  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0741
 GV0741                          STATION DESCRIPTION
 GV0741
 GV0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0741'6.4 MI SE FROM CHARLES CITY.
 GV0741'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE POST
 GV0741'OFFICE AT CHARLES CITY, SET IN THE CENTER OF THE SOUTHWEST
 GV0741'HEADWALL OF THE BRIDGE BETWEEN POLES NO. 1229-5 AND NO. 1229-6,
 GV0741'12 FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY, LEVEL WITH
 GV0741'ROAD.  BENCH MARK DISK.
 GV0741
 GV0741                          STATION RECOVERY (1996)
 GV0741
 GV0741'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0741'MARK NOT FOUND.
 GV0741
 GV0741                          STATION RECOVERY (2000)
 GV0741
 GV0741'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0741'MARK NOT FOUND.
 GV0741
 GV0741                          STATION RECOVERY (2001)
 GV0741
 GV0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0742 ***********************************************************************
 GV0742  DESIGNATION -  A 277 RESET 1958
 GV0742  PID         -  GV0742
 GV0742  STATE/COUNTY-  VA/CHARLES CITY
 GV0742  USGS QUAD   -  BRANDON (1980)
 GV0742
 GV0742                         *CURRENT SURVEY CONTROL
 GV0742  ___________________________________________________________________
 GV0742* NAD 83(1986)-  37 19 10.     (N)    076 58 18.     (W)     SCALED    
 GV0742* NAVD 88     -         7.04   (meters)      23.1    (feet)  RESET     
 GV0742  ___________________________________________________________________
 GV0742  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 GV0742
 GV0742  VERT ORDER  -  THIRD
 GV0742
 GV0742.The horizontal coordinates were scaled from a topographic map and have
 GV0742.an estimated accuracy of +/- 6 seconds.
 GV0742
 GV0742.The orthometric height was computed from unverified reset data.
 GV0742.No vertical observational check was made to the station.
 GV0742
 GV0742.The geoid height was determined by GEOID03.
 GV0742
 GV0742;                    North         East    Units  Estimated Accuracy
 GV0742;SPC VA S     - 1,110,530.    3,635,460.      MT  (+/- 180 meters Scaled)
 GV0742
 GV0742                          SUPERSEDED SURVEY CONTROL
 GV0742
 GV0742  NGVD 29 (??/??/??)    7.36   (m)           24.1    (f) RESET       3  
 GV0742
 GV0742.Superseded values are not recommended for survey control.
 GV0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0742.See file dsdata.txt to determine how the superseded data were derived.
 GV0742
 GV0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG252321(NAD 83)
 GV0742_MARKER: DD = SURVEY DISK
 GV0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0742_STAMPING: A 277 RESET 1958
 GV0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0742+STABILITY: SURFACE MOTION
 GV0742
 GV0742  HISTORY     - Date     Condition        Report By
 GV0742  HISTORY     - 1958     MONUMENTED       VADH
 GV0742  HISTORY     - 1962     GOOD             CGS
 GV0742  HISTORY     - 19960309 GOOD             USPSQD
 GV0742  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0742  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0742
 GV0742                          STATION DESCRIPTION
 GV0742
 GV0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0742'6.4 MI SE FROM CHARLES CITY.
 GV0742'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM POST OFFICE AT
 GV0742'CHARLES CITY, CHARLES CITY COUNTY, AT A BRIDGE, 30 FEET SOUTHEAST
 GV0742'OF BRIDGE, 45 FEET SOUTHWEST OF CENTER OF HIGHWAY, AND SET IN
 GV0742'THE TOP OF A CONCRETE POST.
 GV0742
 GV0742                          STATION RECOVERY (1996)
 GV0742
 GV0742'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0742'RECOVERED IN GOOD CONDITION.
 GV0742
 GV0742                          STATION RECOVERY (2000)
 GV0742
 GV0742'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0742'MARK NOT FOUND.
 GV0742
 GV0742                          STATION RECOVERY (2001)
 GV0742
 GV0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0742'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0445 ***********************************************************************
 GV0445  DESIGNATION -  A 278
 GV0445  PID         -  GV0445
 GV0445  STATE/COUNTY-  VA/SURRY
 GV0445  USGS QUAD   -  CLAREMONT (1986)
 GV0445
 GV0445                         *CURRENT SURVEY CONTROL
 GV0445  ___________________________________________________________________
 GV0445* NAD 83(1986)-  37 13 40.     (N)    076 57 55.     (W)     SCALED    
 GV0445* NAVD 88     -        33.773  (meters)     110.80   (feet)  ADJUSTED  
 GV0445  ___________________________________________________________________
 GV0445  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 GV0445  DYNAMIC HT  -          33.749 (meters)     110.72  (feet)  COMP
 GV0445  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 GV0445
 GV0445  VERT ORDER  -  FIRST     CLASS I
 GV0445
 GV0445.The horizontal coordinates were scaled from a topographic map and have
 GV0445.an estimated accuracy of +/- 6 seconds.
 GV0445
 GV0445.The orthometric height was determined by differential leveling
 GV0445.and adjusted by the National Geodetic Survey in June 1991..
 GV0445
 GV0445.The geoid height was determined by GEOID03.
 GV0445
 GV0445.The dynamic height is computed by dividing the NAVD 88
 GV0445.geopotential number by the normal gravity value computed on the
 GV0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0445.degrees latitude (g = 980.6199 gals.).
 GV0445
 GV0445.The modeled gravity was interpolated from observed gravity values.
 GV0445
 GV0445;                    North         East    Units  Estimated Accuracy
 GV0445;SPC VA S     - 1,100,370.    3,636,190.      MT  (+/- 180 meters Scaled)
 GV0445
 GV0445                          SUPERSEDED SURVEY CONTROL
 GV0445
 GV0445  NGVD 29 (??/??/??)   34.007  (m)          111.57   (f) ADJUSTED    1 1
 GV0445
 GV0445.Superseded values are not recommended for survey control.
 GV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0445.See file dsdata.txt to determine how the superseded data were derived.
 GV0445
 GV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG256219(NAD 83)
 GV0445_MARKER: DB = BENCH MARK DISK
 GV0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0445_SP_SET: BUILDING
 GV0445_STAMPING: A 278 1942
 GV0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0445+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0445
 GV0445  HISTORY     - Date     Condition        Report By
 GV0445  HISTORY     - 1942     MONUMENTED       CGS
 GV0445  HISTORY     - 1971     GOOD             NGS
 GV0445  HISTORY     - 19970308 GOOD             USPSQD
 GV0445  HISTORY     - 20020223 GOOD             USPSQD
 GV0445
 GV0445                          STATION DESCRIPTION
 GV0445
 GV0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0445'AT CLAREMONT.
 GV0445'AT CLAREMONT, SET VERTICALLY IN THE NORTH BRICK FACE OF A BRICK
 GV0445'COLUMN FOR THE POST OFFICE BUILDING, 11 FEET EAST OF THE CENTER
 GV0445'OF THE ENTRANCE TO THE POST OFFICE BUILDING, 27.6 FEET WEST OF
 GV0445'THE NORTHEAST CORNER OF THE BUILDING WHICH HOUSES THE POST OFFICE
 GV0445'AND ANOTHER BUSINESS, AND 2.2 FEET ABOVE THE LEVEL OF THE CONCRETE
 GV0445'SIDEWALK.
 GV0445
 GV0445                          STATION RECOVERY (1997)
 GV0445
 GV0445'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0445'RECOVERED IN GOOD CONDITION.
 GV0445
 GV0445                          STATION RECOVERY (2002)
 GV0445
 GV0445'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1802 ***********************************************************************
 GV1802  DESIGNATION -  A 279
 GV1802  PID         -  GV1802
 GV1802  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1802  USGS QUAD   -  WESTOVER (1994)
 GV1802
 GV1802                         *CURRENT SURVEY CONTROL
 GV1802  ___________________________________________________________________
 GV1802* NAD 83(1986)-  37 17 11.     (N)    077 13 33.     (W)     SCALED    
 GV1802* NAVD 88     -        32.165  (meters)     105.53   (feet)  ADJUSTED  
 GV1802  ___________________________________________________________________
 GV1802  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GV1802  DYNAMIC HT  -          32.143 (meters)     105.46  (feet)  COMP
 GV1802  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV1802
 GV1802  VERT ORDER  -  SECOND    CLASS 0
 GV1802
 GV1802.The horizontal coordinates were scaled from a topographic map and have
 GV1802.an estimated accuracy of +/- 6 seconds.
 GV1802
 GV1802.The orthometric height was determined by differential leveling
 GV1802.and adjusted by the National Geodetic Survey in June 1991..
 GV1802
 GV1802.The geoid height was determined by GEOID03.
 GV1802
 GV1802.The dynamic height is computed by dividing the NAVD 88
 GV1802.geopotential number by the normal gravity value computed on the
 GV1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1802.degrees latitude (g = 980.6199 gals.).
 GV1802
 GV1802.The modeled gravity was interpolated from observed gravity values.
 GV1802
 GV1802;                    North         East    Units  Estimated Accuracy
 GV1802;SPC VA S     - 1,106,530.    3,612,980.      MT  (+/- 180 meters Scaled)
 GV1802
 GV1802                          SUPERSEDED SURVEY CONTROL
 GV1802
 GV1802  NGVD 29 (??/??/??)   32.520  (m)          106.69   (f) ADJUSTED    2 0
 GV1802
 GV1802.Superseded values are not recommended for survey control.
 GV1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1802.See file dsdata.txt to determine how the superseded data were derived.
 GV1802
 GV1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG026289(NAD 83)
 GV1802_MARKER: DB = BENCH MARK DISK
 GV1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1802_STAMPING: A 279 1942
 GV1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1802+STABILITY: SURFACE MOTION
 GV1802
 GV1802  HISTORY     - Date     Condition        Report By
 GV1802  HISTORY     - 1942     MONUMENTED       CGS
 GV1802  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1802  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1802
 GV1802                          STATION DESCRIPTION
 GV1802
 GV1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1802'3.4 MI SE FROM HOPEWELL.
 GV1802'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE NORFOLK AND
 GV1802'WESTERN RAILWAY STATION AT HOPEWELL, PRINCE GEORGE COUNTY, AT
 GV1802'THE JUNCTION OF STATE HIGHWAY 36 LEADING NORTH TO THE HOPEWELL
 GV1802'FERRY, 77 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 36, 40
 GV1802'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 10, 4.3 FEET NORTH
 GV1802'OF POLE 68, AND 0.7 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.
 GV1802'A STANDARD DISK, STAMPED A 279 1942 AND SET IN THE TOP OF A CONCRETE
 GV1802'POST.
 GV1802
 GV1802                          STATION RECOVERY (1998)
 GV1802
 GV1802'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1802'MARK NOT FOUND.
 GV1802
 GV1802                          STATION RECOVERY (2003)
 GV1802
 GV1802'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1803 ***********************************************************************
 GV1803  DESIGNATION -  A 279 RESET 1972
 GV1803  PID         -  GV1803
 GV1803  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1803  USGS QUAD   -  WESTOVER (1994)
 GV1803
 GV1803                         *CURRENT SURVEY CONTROL
 GV1803  ___________________________________________________________________
 GV1803* NAD 83(1986)-  37 17 11.     (N)    077 13 33.     (W)     SCALED    
 GV1803* NAVD 88     -        32.19   (meters)     105.6    (feet)  RESET     
 GV1803  ___________________________________________________________________
 GV1803  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GV1803
 GV1803  VERT ORDER  -  THIRD
 GV1803
 GV1803.The horizontal coordinates were scaled from a topographic map and have
 GV1803.an estimated accuracy of +/- 6 seconds.
 GV1803
 GV1803.The orthometric height was computed from unverified reset data.
 GV1803.No vertical observational check was made to the station.
 GV1803
 GV1803.The geoid height was determined by GEOID03.
 GV1803
 GV1803;                    North         East    Units  Estimated Accuracy
 GV1803;SPC VA S     - 1,106,530.    3,612,980.      MT  (+/- 180 meters Scaled)
 GV1803
 GV1803                          SUPERSEDED SURVEY CONTROL
 GV1803
 GV1803  NGVD 29 (??/??/??)   32.54   (m)          106.8    (f) RESET       3  
 GV1803
 GV1803.Superseded values are not recommended for survey control.
 GV1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1803.See file dsdata.txt to determine how the superseded data were derived.
 GV1803
 GV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG026289(NAD 83)
 GV1803_MARKER: DB = BENCH MARK DISK
 GV1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1803_STAMPING: A 279 RESET 1972
 GV1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1803+STABILITY: SURFACE MOTION
 GV1803
 GV1803  HISTORY     - Date     Condition        Report By
 GV1803  HISTORY     - 1972     MONUMENTED       NGS
 GV1803  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1803  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1803
 GV1803                          STATION DESCRIPTION
 GV1803
 GV1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1803'3.4 MI SE FROM HOPEWELL.
 GV1803'ABOUT 3.4 MILES SOUTHEAST OF HOPEWELL AT THE JUNCTION OF STATE
 GV1803'HIGHWAYS 10 AND 156, 130 FEET NORTH OF THE CENTERLINE OF STATE
 GV1803'HIGHWAY 10, 39 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 156,
 GV1803'2 FEET NORTHEAST OF UTILITY POLE NUMBER 2, 1 FOOT SOUTH OF STEEL
 GV1803'WITNESS POST AND 0.5 FOOT EAST OF FENCE.  DISK IS SET FLUSH IN THE
 GV1803'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND
 GV1803'PROJECTING ABOUT 2 INCHES.
 GV1803
 GV1803                          STATION RECOVERY (1998)
 GV1803
 GV1803'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1803'MARK NOT FOUND.
 GV1803
 GV1803                          STATION RECOVERY (2003)
 GV1803
 GV1803'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0823 ***********************************************************************
 FX0823  FBN         -  This is a Federal Base Network Control Station.
 FX0823  DESIGNATION -  A 28
 FX0823  PID         -  FX0823
 FX0823  STATE/COUNTY-  VA/SUSSEX
 FX0823  USGS QUAD   -  IVOR (1989)
 FX0823
 FX0823                         *CURRENT SURVEY CONTROL
 FX0823  ___________________________________________________________________
 FX0823* NAD 83(1993)-  36 58 08.56480(N)    076 59 27.24580(W)     ADJUSTED  
 FX0823* NAVD 88     -        29.696  (meters)      97.43   (feet)  POSTED    
 FX0823  ___________________________________________________________________
 FX0823  X           -   1,148,502.203 (meters)                     COMP
 FX0823  Y           -  -4,971,107.956 (meters)                     COMP
 FX0823  Z           -   3,814,646.018 (meters)                     COMP
 FX0823  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 FX0823  ELLIP HEIGHT-          -5.15  (meters)          (07/14/04) GPS OBS
 FX0823  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FX0823  DYNAMIC HT  -          29.670 (meters)      97.34  (feet)  COMP
 FX0823  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 FX0823
 FX0823  HORZ ORDER  -  B
 FX0823  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0823  ELLP ORDER  -  THIRD     CLASS II
 FX0823
 FX0823.The horizontal coordinates were established by GPS observations
 FX0823.and adjusted by the National Geodetic Survey in June 1994..
 FX0823
 FX0823.The orthometric height was determined by differential leveling
 FX0823.and adjusted by the National Geodetic Survey in 1992..
 FX0823.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0823.rate of 1.1 thru 2.0 mm/km.
 FX0823
 FX0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX0823
 FX0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0823
 FX0823.The ellipsoidal height was determined by GPS observations
 FX0823.and is referenced to NAD 83.
 FX0823
 FX0823.The geoid height was determined by GEOID03.
 FX0823
 FX0823.The dynamic height is computed by dividing the NAVD 88
 FX0823.geopotential number by the normal gravity value computed on the
 FX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0823.degrees latitude (g = 980.6199 gals.).
 FX0823
 FX0823.The modeled gravity was interpolated from observed gravity values.
 FX0823
 FX0823;                    North         East     Units Scale Factor Converg.
 FX0823;SPC VA S     - 1,071,621.733 3,634,371.972   MT  0.99996943   +0 54 57.3
 FX0823;SPC VA S     - 3,515,812.30 11,923,768.71   sFT  0.99996943   +0 54 57.3
 FX0823;UTM  18      - 4,093,290.661   322,775.663   MT  0.99998694   -1 11 51.4
 FX0823
 FX0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0823!SPC VA S     -   1.00000081  x   0.99996943  =   0.99997024
 FX0823!UTM  18      -   1.00000081  x   0.99998694  =   0.99998775
 FX0823
 FX0823                          SUPERSEDED SURVEY CONTROL
 FX0823
 FX0823  ELLIP H (08/14/01)   -5.14   (m)                       GP(       ) 4 1
 FX0823  ELLIP H (06/29/94)   -5.13   (m)                       GP(       ) 4 1
 FX0823  NAD 83(1993)-  36 58 08.56480(N)    076 59 27.24580(W) AD(       ) B
 FX0823  ELLIP H (04/04/94)   -5.13   (m)                       GP(       ) 4 1
 FX0823  NAD 83(1986)-  36 58 08.57086(N)    076 59 27.26820(W) AD(       ) 3
 FX0823  NAD 27      -  36 58 08.04208(N)    076 59 28.38739(W) AD(       ) 3
 FX0823  NAVD 88 (04/04/94)   29.70   (m)           97.4    (f) LEVELING    3  
 FX0823  NGVD 29 (??/??/92)   30.057  (m)           98.61   (f) ADJ UNCH    1 2
 FX0823
 FX0823.Superseded values are not recommended for survey control.
 FX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0823.See file dsdata.txt to determine how the superseded data were derived.
 FX0823
 FX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2277693291(NAD 83)
 FX0823_MARKER: DB = BENCH MARK DISK
 FX0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0823_SP_SET: CONCRETE POST
 FX0823_STAMPING: A 28 1932 98.619
 FX0823_MARK LOGO: CGS   
 FX0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0823+STABILITY: SURFACE MOTION
 FX0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0823+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 FX0823
 FX0823  HISTORY     - Date     Condition        Report By
 FX0823  HISTORY     - 1987     MONUMENTED       NGS
 FX0823  HISTORY     - 1960     GOOD             NGS
 FX0823  HISTORY     - 19930512 GOOD             NGS
 FX0823  HISTORY     - 19971105 GOOD             USPSQD
 FX0823  HISTORY     - 20000131 GOOD             NGS
 FX0823  HISTORY     - 20010717 GOOD             VADOT
 FX0823  HISTORY     - 20020115 GOOD             USPSQD
 FX0823
 FX0823                          STATION DESCRIPTION
 FX0823
 FX0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX0823'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF WAKEFIELD, IN A
 FX0823'CORNER OF A GRASSY LOT ALONG THE RAILROAD TRACK, AT A 90 DEGREE
 FX0823'TURN IN THE PAVED STREET.
 FX0823'OWNERSHIP--NORFOLK AND WESTERN RAILROAD.
 FX0823'
 FX0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND
 FX0823'STATE ROADS 31 AND 628 IN WAKEFIELD, GO SOUTHWEST ON ROAD 628 FOR
 FX0823'0.7 KM (0.4 MI) TO  STREET RIGHT ON THE NORTH SIDE OF RAILROAD
 FX0823'TRACKS. TURN RIGHT AND GO NORTHWEST ON RAILROAD AVENUE FOR 0.2 KM
 FX0823'(0.1 MI) TO WHERE ROAD TURNS TO THE RIGHT AND STATION ON THE LEFT.
 FX0823'
 FX0823'THE STATION IS A STANDARD CGS DISK
 FX0823'STAMPED---A 28 1932---,
 FX0823'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FX0823'20 CM ON SIDE PROJECTING 7 CM ABOVE GROUND.  LOCATED
 FX0823'17.2 METERS (56.4 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 FX0823'BRICK BUILDING,
 FX0823'9.0 METERS (29.5 FT) SOUTHWEST FROM THE EXTENDED CENTER OF RAILROAD
 FX0823'AVENUE,
 FX0823'6.6 METERS (21.7 FT) NORTHEAST FROM THE NORTH RAIL OF A SIDE TRACK,
 FX0823'3.3 METERS (10.8 FT) WEST FROM A UTILITY POLE NUMBER A24 12A, AND
 FX0823'1.7 METERS (5.6 FT) NORTHWEST FROM A GUY WIRE.
 FX0823'
 FX0823'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH
 FX0823'CAROLINA, 1987.
 FX0823'
 FX0823'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FX0823'
 FX0823'DESCRIBED BY G.R. HEID.
 FX0823
 FX0823                          STATION RECOVERY (1960)
 FX0823
 FX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0823'AT WAKEFIELD.
 FX0823'AT WAKEFIELD, SUSSEX COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 FX0823'75 YARDS NORTHWEST OF THE NORTHWEST END OF THE STATION, 56.5
 FX0823'FEET SOUTHEAST OF THE SOUTH CORNER OF THE BRICK WAREHOUSE OF THE
 FX0823'WAKEFIELD WHOLESALE GROCERY CO., 45 FEET NORTHEAST OF THE
 FX0823'NORTHEAST RAIL OF THE WEST-BOUND MAIN TRACK, IN THE SOUTHWEST
 FX0823'CORNER OF THE FRONT YARD OF A LARGE RESIDENCE (THE RESIDENCE HAS
 FX0823'BEEN DESTROYED BY FIRE), 1 FOOT SOUTHWEST OF A WHITE WOODEN
 FX0823'WITNESS POST, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 FX0823'98.619 A 28 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0823'6 INCHES ABOVE GROUND.  THE BRICK WAREHOUSE IS NOW OCCUPIED
 FX0823'BY BALLARDS FEEDS COMPANY.
 FX0823
 FX0823                          STATION RECOVERY (1993)
 FX0823
 FX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FX0823'THE STATION IS LOCATED IN WAKEFIELD, ON THE NORFOLK AND SOUTHERN
 FX0823'RAILWAY, SOUTHEAST OF THE SOUTH CORNER OF THE BRICK WAREHOUSE OF THE
 FX0823'WAKEFIELD WHOLESALE GROCERY COMPANY.  OWNERSHIP--NORFOLK AND SOUTHERN
 FX0823'RAILROAD.
 FX0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460, STATE
 FX0823'HIGHWAY 31 AND SECONDARY STATE HIGHWAY 628 IN WAKEFIELD, GO SOUTHWEST
 FX0823'ON SECONDARY HIGHWAY 628 FOR 0.7 KM (0.45 MI) TO RAILROAD AVENUE ON
 FX0823'THE NORTH SIDE OF RAILROAD TRACKS, TURN RIGHT AND GO NORTHWEST ON
 FX0823'RAILROAD AVENUE FOR 0.1 MI (0.2 KM) TO WHERE THE AVENUE TURNS RIGHT
 FX0823'AND THE STATION ON THE LEFT.
 FX0823'LOCATED 17.2 M (56.4 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A
 FX0823'BRICK BUILDING, 9.0 M (29.5 FT) SOUTHWEST FROM THE EXTENDED CENTER OF
 FX0823'RAILROAD AVENUE, 6.6 M (21.7 FT) NORTHEAST FROM THE NORTH RAIL OF A
 FX0823'SIDE TRACK, 3.3 M (10.8 FT) WEST FROM A UTILITY POLE, 2.2 M (7.2 FT)
 FX0823'NORTHWEST FROM A GUY WIRE AND 1.7 M (5.6 FT) NORTHEAST OF A GUY WIRE.
 FX0823
 FX0823                          STATION RECOVERY (1997)
 FX0823
 FX0823'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0823'RECOVERED IN GOOD CONDITION.
 FX0823
 FX0823                          STATION RECOVERY (2000)
 FX0823
 FX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FX0823'RECOVERED BY NATIONAL GEODETIC SURVEY, RECOVERED AS PREVIOUSLY
 FX0823'DESCRIBED.
 FX0823
 FX0823                          STATION RECOVERY (2001)
 FX0823
 FX0823'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FX0823'RECOVERED AS DESCRIBED.
 FX0823' 
 FX0823' 
 FX0823'
 FX0823
 FX0823                          STATION RECOVERY (2002)
 FX0823
 FX0823'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1824 ***********************************************************************
 GV1824  DESIGNATION -  A 280
 GV1824  PID         -  GV1824
 GV1824  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1824  USGS QUAD   -  SAVEDGE (1974)
 GV1824
 GV1824                         *CURRENT SURVEY CONTROL
 GV1824  ___________________________________________________________________
 GV1824* NAD 83(1986)-  37 12 12.     (N)    077 06 55.     (W)     SCALED    
 GV1824* NAVD 88     -        16.479  (meters)      54.06   (feet)  POSTED    
 GV1824  ___________________________________________________________________
 GV1824  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 GV1824  DYNAMIC HT  -          16.470 (meters)      54.04  (feet)  COMP
 GV1824  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 GV1824
 GV1824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1824
 GV1824.The horizontal coordinates were scaled from a topographic map and have
 GV1824.an estimated accuracy of +/- 6 seconds.
 GV1824
 GV1824.The orthometric height was determined by differential leveling
 GV1824.and adjusted by the National Geodetic Survey in 1992..
 GV1824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1824.rate of 0.0 thru 1.0 mm/km.
 GV1824
 GV1824.The geoid height was determined by GEOID03.
 GV1824
 GV1824.The dynamic height is computed by dividing the NAVD 88
 GV1824.geopotential number by the normal gravity value computed on the
 GV1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1824.degrees latitude (g = 980.6199 gals.).
 GV1824
 GV1824.The modeled gravity was interpolated from observed gravity values.
 GV1824
 GV1824;                    North         East    Units  Estimated Accuracy
 GV1824;SPC VA S     - 1,097,450.    3,622,920.      MT  (+/- 180 meters Scaled)
 GV1824
 GV1824                          SUPERSEDED SURVEY CONTROL
 GV1824
 GV1824  NGVD 29 (??/??/??)   16.824  (m)           55.20   (f) ADJUSTED    2 0
 GV1824
 GV1824.Superseded values are not recommended for survey control.
 GV1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1824.See file dsdata.txt to determine how the superseded data were derived.
 GV1824
 GV1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG122195(NAD 83)
 GV1824_MARKER: DB = BENCH MARK DISK
 GV1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1824_STAMPING: A 280 1942
 GV1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1824+STABILITY: SURFACE MOTION
 GV1824
 GV1824  HISTORY     - Date     Condition        Report By
 GV1824  HISTORY     - 1942     MONUMENTED       CGS
 GV1824  HISTORY     - 1961     GOOD             CGS
 GV1824  HISTORY     - 19980506 GOOD             USPSQD
 GV1824
 GV1824                          STATION DESCRIPTION
 GV1824
 GV1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1824'2.4 MI NE FROM NEWVILLE.
 GV1824'2.4 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 616 FROM THE
 GV1824'INTERSECTION OF STATE HIGHWAY 154 AT NEWVILLE, PRINCE GEORGE
 GV1824'COUNTY, AT THE SUMMIT OF A SMALL HILL SLOPING TO THE SOUTH, AT THE
 GV1824'JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST, 27 FEET SOUTHWEST
 GV1824'OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF THE CENTERLINE OF
 GV1824'THE HIGHWAY, AND 0.4 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 GV1824'A STANDARD DISK, STAMPED A 280 1942 AND SET IN THE TOP OF A
 GV1824'CONCRETE POST.  NOTE-- HIGHWAY 154 IS NOW 625 AND THE MARK IS 1
 GV1824'FOOT WEST OF A CGS WITNESS SIGN.
 GV1824
 GV1824                          STATION RECOVERY (1998)
 GV1824
 GV1824'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0987 ***********************************************************************
 FX0987  DESIGNATION -  A 282
 FX0987  PID         -  FX0987
 FX0987  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0987  USGS QUAD   -  SMITHFIELD (1989)
 FX0987
 FX0987                         *CURRENT SURVEY CONTROL
 FX0987  ___________________________________________________________________
 FX0987* NAD 83(1986)-  36 57 42.     (N)    076 39 54.     (W)     SCALED    
 FX0987* NAVD 88     -        25.557  (meters)      83.85   (feet)  POSTED    
 FX0987  ___________________________________________________________________
 FX0987  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 FX0987  DYNAMIC HT  -          25.540 (meters)      83.79  (feet)  COMP
 FX0987  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 FX0987
 FX0987  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0987
 FX0987.The horizontal coordinates were scaled from a topographic map and have
 FX0987.an estimated accuracy of +/- 6 seconds.
 FX0987
 FX0987.The orthometric height was determined by differential leveling
 FX0987.and adjusted by the National Geodetic Survey in 1992..
 FX0987.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0987.rate of 1.1 thru 2.0 mm/km.
 FX0987
 FX0987.The geoid height was determined by GEOID03.
 FX0987
 FX0987.The dynamic height is computed by dividing the NAVD 88
 FX0987.geopotential number by the normal gravity value computed on the
 FX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0987.degrees latitude (g = 980.6199 gals.).
 FX0987
 FX0987.The modeled gravity was interpolated from observed gravity values.
 FX0987
 FX0987;                    North         East    Units  Estimated Accuracy
 FX0987;SPC VA S     - 1,071,320.    3,663,400.      MT  (+/- 180 meters Scaled)
 FX0987
 FX0987                          SUPERSEDED SURVEY CONTROL
 FX0987
 FX0987  NGVD 29 (??/??/92)   25.951  (m)           85.14   (f) ADJ UNCH    2 0
 FX0987
 FX0987.Superseded values are not recommended for survey control.
 FX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0987.See file dsdata.txt to determine how the superseded data were derived.
 FX0987
 FX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF517919(NAD 83)
 FX0987_MARKER: DB = BENCH MARK DISK
 FX0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0987_STAMPING: A 282 1942
 FX0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0987+STABILITY: SURFACE MOTION
 FX0987
 FX0987  HISTORY     - Date     Condition        Report By
 FX0987  HISTORY     - 1942     MONUMENTED       CGS
 FX0987  HISTORY     - 1960     GOOD             NGS
 FX0987  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0987  HISTORY     - 20010815 MARK NOT FOUND   VADOT
 FX0987
 FX0987                          STATION DESCRIPTION
 FX0987
 FX0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0987'2.2 MI SW FROM SMITHFIELD.
 FX0987'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 258 FROM THE POST OFFICE
 FX0987'AT SMITHFIELD, ISLE OF WIGHT COUNTY, AT THE INTERSECTION OF
 FX0987'SECONDARY STATE HIGHWAY 620, IN THE NORTH QUARTER OF THE INTERSECTION,
 FX0987'30 FEET NORTHEAST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY
 FX0987'620, 27 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 258,
 FX0987'12.8 FEET SOUTHWEST OF R.E.A. POLE 7 J-1, 3.4 FEET NORTHWEST
 FX0987'OF A FENCE, AND 0.7 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 FX0987'A STANDARD DISK, STAMPED A 282 1942 AND SET IN THE TOP OF A
 FX0987'CONCRETE POST.  THE MARK IS 1 FOOT EAST OF A WITNESS SIGN AND
 FX0987'PROJECTS ABOUT 3 INCHES.
 FX0987
 FX0987                          STATION RECOVERY (2001)
 FX0987
 FX0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0987'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0987
 FX0987                          STATION RECOVERY (2001)
 FX0987
 FX0987'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX0987'THERE IS A PAVE TURN LANE WHERE THE MONUMENT SAMES TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0992 ***********************************************************************
 GV0992  DESIGNATION -  A 284
 GV0992  PID         -  GV0992
 GV0992  STATE/COUNTY-  VA/KING AND QUEEN
 GV0992  USGS QUAD   -  TRUHART (1989)
 GV0992
 GV0992                         *CURRENT SURVEY CONTROL
 GV0992  ___________________________________________________________________
 GV0992* NAD 83(1986)-  37 39 29.     (N)    076 51 04.     (W)     SCALED    
 GV0992* NAVD 88     -         5.337  (meters)      17.51   (feet)  ADJUSTED  
 GV0992  ___________________________________________________________________
 GV0992  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV0992  DYNAMIC HT  -           5.333 (meters)      17.50  (feet)  COMP
 GV0992  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 GV0992
 GV0992  VERT ORDER  -  SECOND    CLASS 0
 GV0992
 GV0992.The horizontal coordinates were scaled from a topographic map and have
 GV0992.an estimated accuracy of +/- 6 seconds.
 GV0992
 GV0992.The orthometric height was determined by differential leveling
 GV0992.and adjusted by the National Geodetic Survey in June 1991..
 GV0992
 GV0992.The geoid height was determined by GEOID03.
 GV0992
 GV0992.The dynamic height is computed by dividing the NAVD 88
 GV0992.geopotential number by the normal gravity value computed on the
 GV0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0992.degrees latitude (g = 980.6199 gals.).
 GV0992
 GV0992.The modeled gravity was interpolated from observed gravity values.
 GV0992
 GV0992;                    North         East    Units  Estimated Accuracy
 GV0992;SPC VA S     - 1,148,280.    3,645,480.      MT  (+/- 180 meters Scaled)
 GV0992
 GV0992                          SUPERSEDED SURVEY CONTROL
 GV0992
 GV0992  NGVD 29 (??/??/??)    5.706  (m)           18.72   (f) ADJUSTED    2 0
 GV0992
 GV0992.Superseded values are not recommended for survey control.
 GV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0992.See file dsdata.txt to determine how the superseded data were derived.
 GV0992
 GV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG367694(NAD 83)
 GV0992_MARKER: DB = BENCH MARK DISK
 GV0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0992_STAMPING: A 284 1942
 GV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0992+STABILITY: SURFACE MOTION
 GV0992
 GV0992  HISTORY     - Date     Condition        Report By
 GV0992  HISTORY     - 1942     MONUMENTED       CGS
 GV0992  HISTORY     - 19941115 MARK NOT FOUND   USPSQD
 GV0992  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV0992  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV0992
 GV0992                          STATION DESCRIPTION
 GV0992
 GV0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0992'2 MI SE FROM KING AND QUEEN.
 GV0992'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 14 FROM THE COUNTY
 GV0992'COURTHOUSE AT KING AND QUEEN, 34 FEET SOUTHWEST OF THE SOUTHWEST
 GV0992'CORNER OF A WOODEN BRIDGE, 39 FEET WEST OF THE CENTER LINE OF THE
 GV0992'HIGHWAY, 5 FEET NORTH OF A TELEPHONE POLE, AND 1 1/2 FEET EAST
 GV0992'OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 GV0992
 GV0992                          STATION RECOVERY (1994)
 GV0992
 GV0992'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0992'MARK NOT FOUND.
 GV0992
 GV0992                          STATION RECOVERY (2000)
 GV0992
 GV0992'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0992'MARK NOT FOUND.
 GV0992
 GV0992                          STATION RECOVERY (2004)
 GV0992
 GV0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0993 ***********************************************************************
 GV0993  DESIGNATION -  A 284 RESET 1951
 GV0993  PID         -  GV0993
 GV0993  STATE/COUNTY-  VA/KING AND QUEEN
 GV0993  USGS QUAD   -  TRUHART (1989)
 GV0993
 GV0993                         *CURRENT SURVEY CONTROL
 GV0993  ___________________________________________________________________
 GV0993* NAD 83(1986)-  37 39 29.     (N)    076 51 04.     (W)     SCALED    
 GV0993* NAVD 88     -         5.27   (meters)      17.3    (feet)  RESET     
 GV0993  ___________________________________________________________________
 GV0993  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV0993
 GV0993  VERT ORDER  -  THIRD
 GV0993
 GV0993.The horizontal coordinates were scaled from a topographic map and have
 GV0993.an estimated accuracy of +/- 6 seconds.
 GV0993
 GV0993.The orthometric height was computed from unverified reset data.
 GV0993.No vertical observational check was made to the station.
 GV0993
 GV0993.The geoid height was determined by GEOID03.
 GV0993
 GV0993;                    North         East    Units  Estimated Accuracy
 GV0993;SPC VA S     - 1,148,280.    3,645,480.      MT  (+/- 180 meters Scaled)
 GV0993
 GV0993                          SUPERSEDED SURVEY CONTROL
 GV0993
 GV0993  NGVD 29 (??/??/??)    5.64   (m)           18.5    (f) RESET       3  
 GV0993
 GV0993.Superseded values are not recommended for survey control.
 GV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0993.See file dsdata.txt to determine how the superseded data were derived.
 GV0993
 GV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG367694(NAD 83)
 GV0993_MARKER: DB = BENCH MARK DISK
 GV0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0993_STAMPING: A 284 RESET 1951
 GV0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0993+STABILITY: SURFACE MOTION
 GV0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0993+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0993
 GV0993  HISTORY     - Date     Condition        Report By
 GV0993  HISTORY     - 1951     MONUMENTED       CGS
 GV0993  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0993  HISTORY     - 19941115 GOOD             USPSQD
 GV0993  HISTORY     - 20000115 GOOD             USPSQD
 GV0993  HISTORY     - 20041110 GOOD             USPSQD
 GV0993  HISTORY     - 20060307 GOOD             USPSQD
 GV0993
 GV0993                          STATION DESCRIPTION
 GV0993
 GV0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0993'2 MI SE FROM KING AND QUEEN.
 GV0993'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE COUNTY
 GV0993'COURTHOUSE AT KING AND QUEEN, KING AND QUEEN COUNTY, 0.9 MILE
 GV0993'NORTHWEST OF THE POST OFFICE AT TRUHART, 0.6 MILE SOUTHEAST OF
 GV0993'THE JUNCTION OF SECONDARY STATE HIGHWAY 654 LEADING SOUTHWEST,
 GV0993'170 FEET SOUTHEAST OF A 9- BY 8-FOOT CONCRETE-BOX CULVERT OVER
 GV0993'GRASS CREEK, AND 59 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GV0993'HIGHWAY.  A STANDARD DISK, STAMPED A 284 RESET 1951 AND SET IN
 GV0993'THE TOP OF A CONCRETE POST.
 GV0993
 GV0993                          STATION RECOVERY (1994)
 GV0993
 GV0993'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0993'RECOVERED IN GOOD CONDITION.
 GV0993
 GV0993                          STATION RECOVERY (2000)
 GV0993
 GV0993'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0993'RECOVERED IN GOOD CONDITION.
 GV0993
 GV0993                          STATION RECOVERY (2004)
 GV0993
 GV0993'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0993'WITNESS POST IS 1.5 FT WEST OF STATION
 GV0993
 GV0993                          STATION RECOVERY (2006)
 GV0993
 GV0993'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0993'MARK WAS FOUND IN GOOD CONDITION HOWEVER THE LONGITUDE SHOULD BE 076
 GV0993'55 07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1000 ***********************************************************************
 FX1000  DESIGNATION -  A 285 RESET 1961
 FX1000  PID         -  FX1000
 FX1000  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1000  USGS QUAD   -  SEDLEY (1989)
 FX1000
 FX1000                         *CURRENT SURVEY CONTROL
 FX1000  ___________________________________________________________________
 FX1000* NAD 83(1986)-  36 47 34.     (N)    076 53 24.     (W)     SCALED    
 FX1000* NAVD 88     -         9.50   (+/-2cm)      31.2    (feet)  VERTCON   
 FX1000  ___________________________________________________________________
 FX1000  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX1000
 FX1000  VERT ORDER  -  THIRD (See Below)
 FX1000
 FX1000.The horizontal coordinates were scaled from a topographic map and have
 FX1000.an estimated accuracy of +/- 6 seconds.
 FX1000
 FX1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1000.The vertical order pertains to the NGVD 29 superseded value.
 FX1000
 FX1000.The geoid height was determined by GEOID03.
 FX1000
 FX1000;                    North         East    Units  Estimated Accuracy
 FX1000;SPC VA S     - 1,052,210.    3,643,690.      MT  (+/- 180 meters Scaled)
 FX1000
 FX1000                          SUPERSEDED SURVEY CONTROL
 FX1000
 FX1000  NGVD 29 (03/21/06)    9.93   (m)           32.6    (f) RESET       3  
 FX1000
 FX1000.Superseded values are not recommended for survey control.
 FX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1000.See file dsdata.txt to determine how the superseded data were derived.
 FX1000
 FX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF313735(NAD 83)
 FX1000_MARKER: DB = BENCH MARK DISK
 FX1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1000_STAMPING: A 285 RESET 1961
 FX1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1000+STABILITY: SURFACE MOTION
 FX1000
 FX1000  HISTORY     - Date     Condition        Report By
 FX1000  HISTORY     - 1961     MONUMENTED       CGS
 FX1000
 FX1000                          STATION DESCRIPTION
 FX1000
 FX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FX1000'1.9 MI N FROM BURDETTE.
 FX1000'THIS MARK IS LOCATED 1.9 MILES NORTH ALONG SECONDARY STATE
 FX1000'HIGHWAY 629 FROM THE VIRGINIAN RAILWAY CROSSING AT BURDETTE,
 FX1000'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 635, 23.5 FEET WEST
 FX1000'OF THE CENTERLINE OF HIGHWAY 635, 14.5 FEET NORTH OF THE EXTENDED
 FX1000'CENTERLINE OF HIGHWAY 629, 24.5 FEET NORTH OF A 4 X 4 INCH
 FX1000'ROAD SIGN POST, 6.5 FEET WEST OF POWER POLE NO. 104, 1.7 FEET
 FX1000'EAST OF A C. AND G.S. WITNESS SIGN AND SET IN THE TOP OF A
 FX1000'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1139 ***********************************************************************
 FX1139  DESIGNATION -  A 286
 FX1139  PID         -  FX1139
 FX1139  STATE/COUNTY-  VA/SUSSEX
 FX1139  USGS QUAD   -  LITTLETON (1968)
 FX1139
 FX1139                         *CURRENT SURVEY CONTROL
 FX1139  ___________________________________________________________________
 FX1139* NAD 83(1986)-  36 54 19.     (N)    077 07 42.     (W)     SCALED    
 FX1139* NAVD 88     -        14.971  (meters)      49.12   (feet)  POSTED    
 FX1139  ___________________________________________________________________
 FX1139  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FX1139  DYNAMIC HT  -          14.960 (meters)      49.08  (feet)  COMP
 FX1139  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 FX1139
 FX1139  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1139
 FX1139.The horizontal coordinates were scaled from a topographic map and have
 FX1139.an estimated accuracy of +/- 6 seconds.
 FX1139
 FX1139.The orthometric height was determined by differential leveling
 FX1139.and adjusted by the National Geodetic Survey in 1992..
 FX1139.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1139.rate of 1.1 thru 2.0 mm/km.
 FX1139
 FX1139.The geoid height was determined by GEOID03.
 FX1139
 FX1139.The dynamic height is computed by dividing the NAVD 88
 FX1139.geopotential number by the normal gravity value computed on the
 FX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1139.degrees latitude (g = 980.6199 gals.).
 FX1139
 FX1139.The modeled gravity was interpolated from observed gravity values.
 FX1139
 FX1139;                    North         East    Units  Estimated Accuracy
 FX1139;SPC VA S     - 1,064,360.    3,622,240.      MT  (+/- 180 meters Scaled)
 FX1139
 FX1139                          SUPERSEDED SURVEY CONTROL
 FX1139
 FX1139  NGVD 29 (??/??/92)   15.345  (m)           50.34   (f) ADJ UNCH    2 0
 FX1139
 FX1139.Superseded values are not recommended for survey control.
 FX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1139.See file dsdata.txt to determine how the superseded data were derived.
 FX1139
 FX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF103864(NAD 83)
 FX1139_MARKER: DB = BENCH MARK DISK
 FX1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1139_SP_SET: ABUTMENT
 FX1139_STAMPING: A 286 1942
 FX1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1139
 FX1139  HISTORY     - Date     Condition        Report By
 FX1139  HISTORY     - 1942     MONUMENTED       CGS
 FX1139  HISTORY     - 1960     GOOD             NGS
 FX1139  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 FX1139  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1139
 FX1139                          STATION DESCRIPTION
 FX1139
 FX1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FX1139'1.3 MI NE FROM LITTLETON.
 FX1139'1.3 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 622 FROM THE
 FX1139'POST OFFICE AT LITTLETON, SUSSEX COUNTY, AT A CONCRETE BRIDGE,
 FX1139'IN THE TOP OF THE WEST ABUTMENT, AND 8 FEET NORTHWEST OF THE
 FX1139'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED A 286 1942.
 FX1139
 FX1139                          STATION RECOVERY (1960)
 FX1139
 FX1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1139'RECOVERED IN GOOD CONDITION.
 FX1139
 FX1139                          STATION RECOVERY (1997)
 FX1139
 FX1139'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1139'MARK NOT FOUND.
 FX1139
 FX1139                          STATION RECOVERY (2002)
 FX1139
 FX1139'RECOVERY NOTE BY US POWER SQUADRON 2002 (CMH)
 FX1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0938 ***********************************************************************
 FX0938  DESIGNATION -  A 287
 FX0938  PID         -  FX0938
 FX0938  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0938  USGS QUAD   -  SEDLEY (1989)
 FX0938
 FX0938                         *CURRENT SURVEY CONTROL
 FX0938  ___________________________________________________________________
 FX0938* NAD 83(1986)-  36 51 29.     (N)    076 58 36.     (W)     SCALED    
 FX0938* NAVD 88     -        26.425  (meters)      86.70   (feet)  POSTED    
 FX0938  ___________________________________________________________________
 FX0938  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 FX0938  DYNAMIC HT  -          26.410 (meters)      86.65  (feet)  COMP
 FX0938  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 FX0938
 FX0938  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0938
 FX0938.The horizontal coordinates were scaled from a topographic map and have
 FX0938.an estimated accuracy of +/- 6 seconds.
 FX0938
 FX0938.The orthometric height was determined by differential leveling
 FX0938.and adjusted by the National Geodetic Survey in 1992..
 FX0938.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0938.rate of 2.1 thru 3.0 mm/km.
 FX0938
 FX0938.The geoid height was determined by GEOID03.
 FX0938
 FX0938.The dynamic height is computed by dividing the NAVD 88
 FX0938.geopotential number by the normal gravity value computed on the
 FX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0938.degrees latitude (g = 980.6199 gals.).
 FX0938
 FX0938.The modeled gravity was interpolated from observed gravity values.
 FX0938
 FX0938;                    North         East    Units  Estimated Accuracy
 FX0938;SPC VA S     - 1,059,330.    3,635,840.      MT  (+/- 180 meters Scaled)
 FX0938
 FX0938                          SUPERSEDED SURVEY CONTROL
 FX0938
 FX0938  NGVD 29 (??/??/92)   26.828  (m)           88.02   (f) ADJ UNCH    2 0
 FX0938
 FX0938.Superseded values are not recommended for survey control.
 FX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0938.See file dsdata.txt to determine how the superseded data were derived.
 FX0938
 FX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF237809(NAD 83)
 FX0938_MARKER: DB = BENCH MARK DISK
 FX0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0938_STAMPING: A 287 1942
 FX0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0938+STABILITY: SURFACE MOTION
 FX0938
 FX0938  HISTORY     - Date     Condition        Report By
 FX0938  HISTORY     - 1942     MONUMENTED       CGS
 FX0938  HISTORY     - 1960     GOOD             NGS
 FX0938
 FX0938                          STATION DESCRIPTION
 FX0938
 FX0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0938'AT BERLIN.
 FX0938'AT BERLIN, SOUTHAMPTON COUNTY, ON STATE HIGHWAY 312, 37.7 FEET
 FX0938'EAST OF THE NORTH CORNER OF THE H.W. WADE STORE, IN THE NORTH
 FX0938'CORNER OF A YARD, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FX0938'HIGHWAY, 13.6 FEET SOUTHEAST OF A 3-WAY FENCE CORNER, 1.0 FOOT
 FX0938'SOUTHWEST OF THE NORTHWEST-AND-SOUTHEAST WOODEN FENCE, AND 1.0
 FX0938'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FX0938'STAMPED A 287 1942 AND SET IN THE TOP OF A CONCRETE POST.  STATE
 FX0938'HIGHWAY NO. 312 HAS BEEN CHANGED TO NO. 616, THE WOODEN FENCE
 FX0938'HAS BEEN REPLACED BY A LOW CONCRETE RETAINING WALL AND THE
 FX0938'WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0520 ***********************************************************************
 FX0520  DESIGNATION -  A 288 RESET 1973
 FX0520  PID         -  FX0520
 FX0520  STATE/COUNTY-  VA/C OF NORFOLK
 FX0520  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0520
 FX0520                         *CURRENT SURVEY CONTROL
 FX0520  ___________________________________________________________________
 FX0520* NAD 83(1986)-  36 51 14.     (N)    076 15 50.     (W)     SCALED    
 FX0520* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 FX0520  ___________________________________________________________________
 FX0520  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 FX0520
 FX0520  VERT ORDER  -  THIRD (See Below)
 FX0520
 FX0520.The horizontal coordinates were scaled from a topographic map and have
 FX0520.an estimated accuracy of +/- 6 seconds.
 FX0520
 FX0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0520.The vertical order pertains to the NGVD 29 superseded value.
 FX0520
 FX0520.The geoid height was determined by GEOID03.
 FX0520
 FX0520;                    North         East    Units  Estimated Accuracy
 FX0520;SPC VA S     - 1,060,130.    3,699,400.      MT  (+/- 180 meters Scaled)
 FX0520
 FX0520                          SUPERSEDED SURVEY CONTROL
 FX0520
 FX0520  NGVD 29 (03/21/06)    4.17   (m)           13.7    (f) RESET       3  
 FX0520
 FX0520.Superseded values are not recommended for survey control.
 FX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0520.See file dsdata.txt to determine how the superseded data were derived.
 FX0520
 FX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF873794(NAD 83)
 FX0520_MARKER: DB = BENCH MARK DISK
 FX0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0520_SP_SET: MONUMENT
 FX0520_STAMPING: A 288 RESET 1973
 FX0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0520
 FX0520  HISTORY     - Date     Condition        Report By
 FX0520  HISTORY     - 1973     MONUMENTED       NGS
 FX0520  HISTORY     - 1974     GOOD             NGS
 FX0520
 FX0520                          STATION DESCRIPTION
 FX0520
 FX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FX0520'AT NORFOLK.
 FX0520'AT NORFOLK, ABOUT 300 FEET EAST OF THE INTERSECTION OF PRINCESS
 FX0520'ANNE ROAD AND PARK AVENUE, 38 FEET SOUTH OF THE CENTERLINE OF
 FX0520'PRINCESS ANNE ROAD, 4 FEET EAST OF STORM DRAIN, 0.5 FOOT NORTH
 FX0520'OF CONCRETE CURB AND AT THE SOUTH EDGE OF GRASS MEDIAN BETWEEN
 FX0520'THE MAIN STREET AND ACCESS ROAD.  DISK IS SET FLUSH IN THE
 FX0520'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND
 FX0520'WITH THE CURB.  BENCH MARK A 288 1942 WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1239 ***********************************************************************
 GV1239  DESIGNATION -  A 29
 GV1239  PID         -  GV1239
 GV1239  STATE/COUNTY-  VA/HENRICO
 GV1239  USGS QUAD   -  RICHMOND (1994)
 GV1239
 GV1239                         *CURRENT SURVEY CONTROL
 GV1239  ___________________________________________________________________
 GV1239* NAD 83(1986)-  37 31 34.     (N)    077 26 10.     (W)     SCALED    
 GV1239* NAVD 88     -         8.836  (meters)      28.99   (feet)  ADJUSTED  
 GV1239  ___________________________________________________________________
 GV1239  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV1239  DYNAMIC HT  -           8.830 (meters)      28.97  (feet)  COMP
 GV1239  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 GV1239
 GV1239  VERT ORDER  -  FIRST     CLASS II
 GV1239
 GV1239.The horizontal coordinates were scaled from a topographic map and have
 GV1239.an estimated accuracy of +/- 6 seconds.
 GV1239
 GV1239.The orthometric height was determined by differential leveling
 GV1239.and adjusted by the National Geodetic Survey in June 1991..
 GV1239
 GV1239.The geoid height was determined by GEOID03.
 GV1239
 GV1239.The dynamic height is computed by dividing the NAVD 88
 GV1239.geopotential number by the normal gravity value computed on the
 GV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1239.degrees latitude (g = 980.6199 gals.).
 GV1239
 GV1239.The modeled gravity was interpolated from observed gravity values.
 GV1239
 GV1239;                    North         East    Units  Estimated Accuracy
 GV1239;SPC VA S     - 1,132,900.    3,594,040.      MT  (+/- 180 meters Scaled)
 GV1239
 GV1239                          SUPERSEDED SURVEY CONTROL
 GV1239
 GV1239  NGVD 29 (03/05/92)    9.150  (m)           30.02   (f) ADJUSTED    1 2
 GV1239
 GV1239.Superseded values are not recommended for survey control.
 GV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1239.See file dsdata.txt to determine how the superseded data were derived.
 GV1239
 GV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG847560(NAD 83)
 GV1239_MARKER: DB = BENCH MARK DISK
 GV1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1239_SP_SET: BUILDING
 GV1239_STAMPING: 30.020 A 29 1932
 GV1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1239+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV1239
 GV1239  HISTORY     - Date     Condition        Report By
 GV1239  HISTORY     - 1932     MONUMENTED       CGS
 GV1239  HISTORY     - 1963     GOOD             CGS
 GV1239  HISTORY     - 1979     GOOD             NGS
 GV1239  HISTORY     - 1983     GOOD             NGS
 GV1239  HISTORY     - 19910422 GOOD             USPSQD
 GV1239  HISTORY     - 19961006 GOOD             USPSQD
 GV1239  HISTORY     - 20001118 GOOD             USPSQD
 GV1239  HISTORY     - 20050125 GOOD             USPSQD
 GV1239  HISTORY     - 20060313 GOOD             USPSQD
 GV1239
 GV1239                          STATION DESCRIPTION
 GV1239
 GV1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1239'AT RICHMOND.
 GV1239'AT RICHMOND, HENRICO COUNTY, AT THE HULL STREET STATION OF THE
 GV1239'SOUTHERN RAILWAY, IN THE SOUTH WALL OF THE BUILDING, 1.4 FEET EAST
 GV1239'OF THE SOUTHWEST CORNER, AND 5 FEET ABOVE THE SIDEWALK.  A STANDARD
 GV1239'DISK, STAMPED 30.020 A 29 1932 AND SET VERTICALLY.
 GV1239
 GV1239                          STATION RECOVERY (1979)
 GV1239
 GV1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1239'IN RICHMOND, AT THE SOUTHERN RAILROAD STATION ON THE EAST CORNER
 GV1239'OF THE INTERSECTION OF HULL STREET AND 2ND STREET.  MARK IS LOCATED
 GV1239'ON THE WEST CORNER OF THE STATION AND SET VERTICALLY, 5 FEET ABOVE
 GV1239'THE LEVEL OF THE SIDEWALK AND 1.4 FEET SOUTHEAST OF THE WEST CORNER
 GV1239'OF THE STATION.
 GV1239
 GV1239                          STATION RECOVERY (1983)
 GV1239
 GV1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV1239'RECOVERED IN GOOD CONDITION.
 GV1239
 GV1239                          STATION RECOVERY (1991)
 GV1239
 GV1239'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL)
 GV1239'RECOVERED IN GOOD CONDITION.
 GV1239
 GV1239                          STATION RECOVERY (1996)
 GV1239
 GV1239'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1239'RECOVERED IN GOOD CONDITION.
 GV1239
 GV1239                          STATION RECOVERY (2000)
 GV1239
 GV1239'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1239'RECOVERED IN GOOD CONDITION.
 GV1239
 GV1239                          STATION RECOVERY (2005)
 GV1239
 GV1239'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1239'RECOVERED IN GOOD CONDITION.
 GV1239
 GV1239                          STATION RECOVERY (2006)
 GV1239
 GV1239'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0298 ***********************************************************************
 GV0298  DESIGNATION -  A 290
 GV0298  PID         -  GV0298
 GV0298  STATE/COUNTY-  VA/MATHEWS
 GV0298  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV0298
 GV0298                         *CURRENT SURVEY CONTROL
 GV0298  ___________________________________________________________________
 GV0298* NAD 83(1986)-  37 21 47.     (N)    076 18 39.     (W)     SCALED    
 GV0298* NAVD 88     -         2.062  (meters)       6.77   (feet)  ADJUSTED  
 GV0298  ___________________________________________________________________
 GV0298  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 GV0298  DYNAMIC HT  -           2.061 (meters)       6.76  (feet)  COMP
 GV0298  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 GV0298
 GV0298  VERT ORDER  -  SECOND    CLASS 0
 GV0298
 GV0298.The horizontal coordinates were scaled from a topographic map and have
 GV0298.an estimated accuracy of +/- 6 seconds.
 GV0298
 GV0298.The orthometric height was determined by differential leveling
 GV0298.and adjusted by the National Geodetic Survey in June 1991..
 GV0298
 GV0298.The geoid height was determined by GEOID03.
 GV0298
 GV0298.The dynamic height is computed by dividing the NAVD 88
 GV0298.geopotential number by the normal gravity value computed on the
 GV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0298.degrees latitude (g = 980.6199 gals.).
 GV0298
 GV0298.The modeled gravity was interpolated from observed gravity values.
 GV0298
 GV0298;                    North         East    Units  Estimated Accuracy
 GV0298;SPC VA S     - 1,116,520.    3,693,900.      MT  (+/- 180 meters Scaled)
 GV0298
 GV0298                          SUPERSEDED SURVEY CONTROL
 GV0298
 GV0298  NGVD 29 (??/??/??)    2.411  (m)            7.91   (f) ADJUSTED    2 0
 GV0298
 GV0298.Superseded values are not recommended for survey control.
 GV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0298.See file dsdata.txt to determine how the superseded data were derived.
 GV0298
 GV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG839359(NAD 83)
 GV0298_MARKER: DB = BENCH MARK DISK
 GV0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0298_STAMPING: A 290 1942
 GV0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0298+STABILITY: SURFACE MOTION
 GV0298
 GV0298  HISTORY     - Date     Condition        Report By
 GV0298  HISTORY     - 1942     MONUMENTED       CGS
 GV0298  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0298
 GV0298                          STATION DESCRIPTION
 GV0298
 GV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0298'2 MI S FROM PORT HAYWOOD.
 GV0298'THIS MARK IS ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY NO. 14
 GV0298'FROM THE POST OFFICE AT PROT HAYWOOD.  SET AT THE SOUTH CORNER OF
 GV0298'THE CHURCH YARD PROPER, OF THE ST. PAULS METHODIST CHURCH, 60.5
 GV0298'FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH, AND 1.5 FEET
 GV0298'NORTHEAST OF THE SOUTHWEST CORNER OF THE PICKET FENCE AROUND THE
 GV0298'BURIAL GROUNDS, 21 FEET NORTHEAST OF THE CENTER LINE OF STATE
 GV0298'HIGHWAY NO. 14, AND PROJECTING 2 INCHES ABOVE THE GROUND.  A U.S.C.
 GV0298'AND G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 GV0298
 GV0298                          STATION RECOVERY (2002)
 GV0298
 GV0298'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0299 ***********************************************************************
 GV0299  DESIGNATION -  A 290 RESET 1957
 GV0299  PID         -  GV0299
 GV0299  STATE/COUNTY-  VA/MATHEWS
 GV0299  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV0299
 GV0299                         *CURRENT SURVEY CONTROL
 GV0299  ___________________________________________________________________
 GV0299* NAD 83(1986)-  37 21 47.     (N)    076 18 39.     (W)     SCALED    
 GV0299* NAVD 88     -         2.10   (meters)       6.9    (feet)  RESET     
 GV0299  ___________________________________________________________________
 GV0299  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 GV0299
 GV0299  VERT ORDER  -  THIRD
 GV0299
 GV0299.The horizontal coordinates were scaled from a topographic map and have
 GV0299.an estimated accuracy of +/- 6 seconds.
 GV0299
 GV0299.The orthometric height was computed from unverified reset data.
 GV0299.No vertical observational check was made to the station.
 GV0299
 GV0299.The geoid height was determined by GEOID03.
 GV0299
 GV0299;                    North         East    Units  Estimated Accuracy
 GV0299;SPC VA S     - 1,116,520.    3,693,900.      MT  (+/- 180 meters Scaled)
 GV0299
 GV0299                          SUPERSEDED SURVEY CONTROL
 GV0299
 GV0299  NGVD 29 (??/??/??)    2.45   (m)            8.0    (f) RESET       3  
 GV0299
 GV0299.Superseded values are not recommended for survey control.
 GV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0299.See file dsdata.txt to determine how the superseded data were derived.
 GV0299
 GV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG839359(NAD 83)
 GV0299_MARKER: DB = BENCH MARK DISK
 GV0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0299_STAMPING: A 290 RESET 1957
 GV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0299+STABILITY: SURFACE MOTION
 GV0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0299+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0299
 GV0299  HISTORY     - Date     Condition        Report By
 GV0299  HISTORY     - 1957     MONUMENTED       VADH
 GV0299  HISTORY     - 1958     GOOD             CGS
 GV0299  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0299  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0299  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0299  HISTORY     - 20040827 GOOD             GEOCAC
 GV0299  HISTORY     - 20060117 GOOD             USPSQD
 GV0299
 GV0299                          STATION DESCRIPTION
 GV0299
 GV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0299'2 MI S FROM PORT HAYWOOD.
 GV0299'1.95 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV0299'PORT HAYWOOD, 0.4 MILE SOUTHEAST OF SUSAN, AT ST. PAULS METHODIST
 GV0299'CHURCH, AT THE SOUTH CORNER OF THE CHURCHYARD PROPER, 56 FEET
 GV0299'SOUTH OF THE SOUTH CORNER OF THE CHURCH, 20 FEET NORTHEAST OF
 GV0299'THE SOUTHWEST CORNER OF THE PICKET FENCE AROUND CEMETERY, 42.5
 GV0299'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE
 GV0299'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV0299
 GV0299                          STATION RECOVERY (1988)
 GV0299
 GV0299'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAD)
 GV0299'MARK NOT FOUND.
 GV0299
 GV0299                          STATION RECOVERY (1989)
 GV0299
 GV0299'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAD)
 GV0299'MARK NOT FOUND.
 GV0299
 GV0299                          STATION RECOVERY (2002)
 GV0299
 GV0299'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0299'MARK NOT FOUND.
 GV0299
 GV0299                          STATION RECOVERY (2004)
 GV0299
 GV0299'RECOVERY NOTE BY GEOCACHING 2004 (WHB)
 GV0299'6.4 FEET NW OF THE NW FACE OF THE STONE FORMING THE PEDESTAL OF A
 GV0299'HEADSTONE MARKED RIPLEY ON BOTH SIDES.
 GV0299'52.6 FEET SSE OF THE S CORNER OF THE CHURCH.
 GV0299'43.9 FEET NE OF THE CENTERLINE OF HWY 14.
 GV0299'ABOUT 1.5 FEET SE OF THE SE EDGE OF THE PAVED DRIVEWAY BETWEEN THE
 GV0299'CHURCH AND THE CEMETERY.
 GV0299'RECESSED ABOUT 7 INCHES UNDER GROUND.
 GV0299'NO SIGN OF PICKET FENCE. NO WITNESS POST.
 GV0299'SUITABLE FOR SATELLITE OBSERVATION.
 GV0299' 
 GV0299'HANDHELD GPS POSITION   N  37 21 47.58     W 076 18 38.22
 GV0299' 
 GV0299' 
 GV0299
 GV0299                          STATION RECOVERY (2006)
 GV0299
 GV0299'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0112 ***********************************************************************
 GV0112  DESIGNATION -  A 291
 GV0112  PID         -  GV0112
 GV0112  STATE/COUNTY-  VA/MIDDLESEX
 GV0112  USGS QUAD   -  WILTON (1992)
 GV0112
 GV0112                         *CURRENT SURVEY CONTROL
 GV0112  ___________________________________________________________________
 GV0112* NAD 83(1986)-  37 33 18.     (N)    076 27 07.     (W)     SCALED    
 GV0112* NAVD 88     -        22.568  (meters)      74.04   (feet)  ADJUSTED  
 GV0112  ___________________________________________________________________
 GV0112  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV0112  DYNAMIC HT  -          22.553 (meters)      73.99  (feet)  COMP
 GV0112  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 GV0112
 GV0112  VERT ORDER  -  FIRST     CLASS I
 GV0112
 GV0112.The horizontal coordinates were scaled from a topographic map and have
 GV0112.an estimated accuracy of +/- 6 seconds.
 GV0112
 GV0112.The orthometric height was determined by differential leveling
 GV0112.and adjusted by the National Geodetic Survey in June 1991..
 GV0112
 GV0112.The geoid height was determined by GEOID03.
 GV0112
 GV0112.The dynamic height is computed by dividing the NAVD 88
 GV0112.geopotential number by the normal gravity value computed on the
 GV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0112.degrees latitude (g = 980.6199 gals.).
 GV0112
 GV0112.The modeled gravity was interpolated from observed gravity values.
 GV0112
 GV0112;                    North         East    Units  Estimated Accuracy
 GV0112;SPC VA S     - 1,137,540.    3,680,940.      MT  (+/- 180 meters Scaled)
 GV0112
 GV0112                          SUPERSEDED SURVEY CONTROL
 GV0112
 GV0112  NGVD 29 (??/??/??)   22.809  (m)           74.83   (f) ADJUSTED    1 1
 GV0112
 GV0112.Superseded values are not recommended for survey control.
 GV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0112.See file dsdata.txt to determine how the superseded data were derived.
 GV0112
 GV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG717574(NAD 83)
 GV0112_MARKER: DB = BENCH MARK DISK
 GV0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0112_STAMPING: A 291 1942
 GV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0112+STABILITY: SURFACE MOTION
 GV0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0112+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0112
 GV0112  HISTORY     - Date     Condition        Report By
 GV0112  HISTORY     - 1942     MONUMENTED       CGS
 GV0112  HISTORY     - 1971     GOOD             NGS
 GV0112  HISTORY     - 1989     GOOD             USPSQD
 GV0112  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0112  HISTORY     - 19980301 GOOD             USPSQD
 GV0112  HISTORY     - 20030322 GOOD             USPSQD
 GV0112  HISTORY     - 20040725 GOOD             USPSQD
 GV0112  HISTORY     - 20060117 GOOD             USPSQD
 GV0112
 GV0112                          STATION DESCRIPTION
 GV0112
 GV0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0112'2.8 MI SE FROM HARMONY VILLAGE.
 GV0112'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 33 AND 3 FROM THE
 GV0112'JUNCTION OF THE ABOVE HIGHWAYS AT HARMONY VILLAGE, 205 FEET
 GV0112'NORTH OF THE CENTER LINE OF THE HIGHWAYS, 91 FEET WEST OF THE
 GV0112'CENTER LINE OF COUNTY ROAD 626, 1.7 FEET EAST OF THE SOUTHEAST
 GV0112'CORNER OF AN OLD ABANDONED STORE BUILDING, 69 1/2 FEET WEST OF
 GV0112'POWER LINE POLE NO. 88700, ABOUT LEVEL WITH THE HIGHWAY AND
 GV0112'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 GV0112'LEVEL OF THE GROUND.
 GV0112
 GV0112                          STATION RECOVERY (1989)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0112'RECOVERED IN GOOD CONDITION.
 GV0112
 GV0112                          STATION RECOVERY (1990)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (RT)
 GV0112'MARK NOT FOUND.
 GV0112
 GV0112                          STATION RECOVERY (1998)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0112'RECOVERED IN GOOD CONDITION.
 GV0112
 GV0112                          STATION RECOVERY (2003)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV0112'CHANGE DESCRIPTION, STORE IS NO LONGER ABANDONED BUT IS A BUSINESS
 GV0112'NAMED 'COFFMAN'S STORE AT SWEETWATER PUMP'.
 GV0112
 GV0112                          STATION RECOVERY (2004)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 GV0112'RECOVERED IN GOOD CONDITION.
 GV0112
 GV0112                          STATION RECOVERY (2006)
 GV0112
 GV0112'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1480 ***********************************************************************
 GV1480  DESIGNATION -  A 293
 GV1480  PID         -  GV1480
 GV1480  STATE/COUNTY-  VA/KING WILLIAM
 GV1480  USGS QUAD   -  KING WILLIAM (1984)
 GV1480
 GV1480                         *CURRENT SURVEY CONTROL
 GV1480  ___________________________________________________________________
 GV1480* NAD 83(1986)-  37 41 00.     (N)    077 06 23.     (W)     SCALED    
 GV1480* NAVD 88     -        38.158  (meters)     125.19   (feet)  ADJUSTED  
 GV1480  ___________________________________________________________________
 GV1480  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV1480  DYNAMIC HT  -          38.132 (meters)     125.10  (feet)  COMP
 GV1480  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 GV1480
 GV1480  VERT ORDER  -  THIRD
 GV1480
 GV1480.The horizontal coordinates were scaled from a topographic map and have
 GV1480.an estimated accuracy of +/- 6 seconds.
 GV1480
 GV1480.The orthometric height was determined by differential leveling
 GV1480.and adjusted by the National Geodetic Survey in June 1991..
 GV1480
 GV1480.The geoid height was determined by GEOID03.
 GV1480
 GV1480.The dynamic height is computed by dividing the NAVD 88
 GV1480.geopotential number by the normal gravity value computed on the
 GV1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1480.degrees latitude (g = 980.6199 gals.).
 GV1480
 GV1480.The modeled gravity was interpolated from observed gravity values.
 GV1480
 GV1480;                    North         East    Units  Estimated Accuracy
 GV1480;SPC VA S     - 1,150,730.    3,622,920.      MT  (+/- 180 meters Scaled)
 GV1480
 GV1480                          SUPERSEDED SURVEY CONTROL
 GV1480
 GV1480  NGVD 29 (??/??/??)   38.496  (m)          126.30   (f) ADJUSTED    3 0
 GV1480
 GV1480.Superseded values are not recommended for survey control.
 GV1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1480.See file dsdata.txt to determine how the superseded data were derived.
 GV1480
 GV1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG142727(NAD 83)
 GV1480_MARKER: DB = BENCH MARK DISK
 GV1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1480_STAMPING: A 293 1945
 GV1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1480+STABILITY: SURFACE MOTION
 GV1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1480+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1480
 GV1480  HISTORY     - Date     Condition        Report By
 GV1480  HISTORY     - 1945     MONUMENTED       CGS
 GV1480  HISTORY     - 1961     GOOD             CGS
 GV1480  HISTORY     - 19990331 GOOD             USPSQD
 GV1480  HISTORY     - 20031124 GOOD             USPSQD
 GV1480  HISTORY     - 20060309 GOOD             USPSQD
 GV1480
 GV1480                          STATION DESCRIPTION
 GV1480
 GV1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1480'3.6 MI S FROM RUMFORD.
 GV1480'3.6 MILES SOUTH OF RUMFORD, KING WILLIAM COUNTY.  THIS BENCH
 GV1480'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.1 MILE
 GV1480'NORTHWEST ALONG STATE HIGHWAY 30, THENCE 3.5 MILES SOUTH
 GV1480'ALONG SECONDARY STATE HIGHWAY 600.  IT IS 1.1 MILES SOUTH OF THE
 GV1480'INTERSECTION OF SECONDARY STATE HIGHWAY 618 AT FOUR FORKS, 0.9
 GV1480'MILE NORTH OF THE ROAD JUNCTION NEAR LIBERTY CHURCH, ON THE
 GV1480'BLACKWELL FARM, 33 FEET WEST OF THE HIGHWAY, 17.6 FEET SOUTH OF
 GV1480'THE CENTERLINE OF THE LANE LEADING TO THE HOUSE, 11.6 FEET
 GV1480'NORTHWEST OF A 6-INCH CEDAR TREE, 11 FEET SOUTHEAST OF AN 8-INCH
 GV1480'CEDAR TREE, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.  A
 GV1480'STANDARD DISK, STAMPED A 293 1945 AND SET IN THE TOP OF A CONCRETE
 GV1480'POST PROJECTING 2 INCHES ABOVE GROUND.
 GV1480
 GV1480                          STATION RECOVERY (1999)
 GV1480
 GV1480'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1480'RECOVERED IN GOOD CONDITION.
 GV1480
 GV1480                          STATION RECOVERY (2003)
 GV1480
 GV1480'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1480'RECOVERED IN GOOD CONDITION.
 GV1480
 GV1480                          STATION RECOVERY (2006)
 GV1480
 GV1480'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1439 ***********************************************************************
 GV1439  DESIGNATION -  A 294
 GV1439  PID         -  GV1439
 GV1439  STATE/COUNTY-  VA/KING AND QUEEN
 GV1439  USGS QUAD   -  AYLETT (1985)
 GV1439
 GV1439                         *CURRENT SURVEY CONTROL
 GV1439  ___________________________________________________________________
 GV1439* NAD 83(1986)-  37 48 42.     (N)    077 01 29.     (W)     SCALED    
 GV1439* NAVD 88     -        48.180  (meters)     158.07   (feet)  ADJUSTED  
 GV1439  ___________________________________________________________________
 GV1439  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GV1439  DYNAMIC HT  -          48.149 (meters)     157.97  (feet)  COMP
 GV1439  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 GV1439
 GV1439  VERT ORDER  -  THIRD
 GV1439
 GV1439.The horizontal coordinates were scaled from a topographic map and have
 GV1439.an estimated accuracy of +/- 6 seconds.
 GV1439
 GV1439.The orthometric height was determined by differential leveling
 GV1439.and adjusted by the National Geodetic Survey in June 1991..
 GV1439
 GV1439.The geoid height was determined by GEOID03.
 GV1439
 GV1439.The dynamic height is computed by dividing the NAVD 88
 GV1439.geopotential number by the normal gravity value computed on the
 GV1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1439.degrees latitude (g = 980.6199 gals.).
 GV1439
 GV1439.The modeled gravity was interpolated from observed gravity values.
 GV1439
 GV1439;                    North         East    Units  Estimated Accuracy
 GV1439;SPC VA S     - 1,165,080.    3,629,900.      MT  (+/- 180 meters Scaled)
 GV1439
 GV1439                          SUPERSEDED SURVEY CONTROL
 GV1439
 GV1439  NGVD 29 (??/??/??)   48.513  (m)          159.16   (f) ADJUSTED    3 0
 GV1439
 GV1439.Superseded values are not recommended for survey control.
 GV1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1439.See file dsdata.txt to determine how the superseded data were derived.
 GV1439
 GV1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG217868(NAD 83)
 GV1439_MARKER: DB = BENCH MARK DISK
 GV1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1439_STAMPING: A-294 1945
 GV1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1439+STABILITY: SURFACE MOTION
 GV1439
 GV1439  HISTORY     - Date     Condition        Report By
 GV1439  HISTORY     - 1945     MONUMENTED       CGS
 GV1439  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1439  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV1439  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1439  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1439
 GV1439                          STATION DESCRIPTION
 GV1439
 GV1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GV1439'1.6 MI E FROM ST STEPHENS CHURCH.
 GV1439'1.6 MILES EAST TO REACH STATION FROM ST. STEPHENS POST OFFICE,
 GV1439'FOLLOW U.S. HIGHWAY 360 1.6 MILES EAST TO INTERSECTION WITH
 GV1439'HIGHWAY 631 WHERE MARK IS LOCATED.  MARK IS 78.0 FEET WEST OF POLE
 GV1439'2574, 56.0 FT. SOUTH OF CENTERLINE OF U.S. HIGHWAY 360, 26.0
 GV1439'FEET EAST OF CENTERLINE OF HIGHWAY 631, 130 YARDS NORTHWEST OF
 GV1439'SHEPARDS METHODIST CHURCH AND IS 1.0 FT. NORTHWEST OF REFERENCE
 GV1439'POST PAINTED WHITE.  STANDARD DISC SET IN SURFACE OF 10 IN CONCRETE
 GV1439'MONUMENT 2 IN ABOVE SURFACE OF GROUND.
 GV1439
 GV1439                          STATION RECOVERY (1961)
 GV1439
 GV1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1439'MARK NOT FOUND.
 GV1439
 GV1439                          STATION RECOVERY (1994)
 GV1439
 GV1439'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1439'MARK NOT FOUND.
 GV1439
 GV1439                          STATION RECOVERY (2000)
 GV1439
 GV1439'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1439'MARK NOT FOUND.
 GV1439
 GV1439                          STATION RECOVERY (2004)
 GV1439
 GV1439'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1440 ***********************************************************************
 GV1440  DESIGNATION -  A 294 RESET 1956
 GV1440  PID         -  GV1440
 GV1440  STATE/COUNTY-  VA/KING AND QUEEN
 GV1440  USGS QUAD   -  AYLETT (1985)
 GV1440
 GV1440                         *CURRENT SURVEY CONTROL
 GV1440  ___________________________________________________________________
 GV1440* NAD 83(1986)-  37 48 42.     (N)    077 01 29.     (W)     SCALED    
 GV1440* NAVD 88     -        48.44   (meters)     158.9    (feet)  RESET     
 GV1440  ___________________________________________________________________
 GV1440  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GV1440
 GV1440  VERT ORDER  -  THIRD
 GV1440
 GV1440.The horizontal coordinates were scaled from a topographic map and have
 GV1440.an estimated accuracy of +/- 6 seconds.
 GV1440
 GV1440.The orthometric height was computed from unverified reset data.
 GV1440.No vertical observational check was made to the station.
 GV1440
 GV1440.The geoid height was determined by GEOID03.
 GV1440
 GV1440;                    North         East    Units  Estimated Accuracy
 GV1440;SPC VA S     - 1,165,080.    3,629,900.      MT  (+/- 180 meters Scaled)
 GV1440
 GV1440                          SUPERSEDED SURVEY CONTROL
 GV1440
 GV1440  NGVD 29 (??/??/??)   48.78   (m)          160.0    (f) RESET       3  
 GV1440
 GV1440.Superseded values are not recommended for survey control.
 GV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1440.See file dsdata.txt to determine how the superseded data were derived.
 GV1440
 GV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG217868(NAD 83)
 GV1440_MARKER: DB = BENCH MARK DISK
 GV1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1440_STAMPING: A 294 RESET 1956
 GV1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1440+STABILITY: SURFACE MOTION
 GV1440
 GV1440  HISTORY     - Date     Condition        Report By
 GV1440  HISTORY     - 1956     MONUMENTED       RBNF
 GV1440  HISTORY     - 1961     GOOD             CGS
 GV1440  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV1440  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1440  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1440
 GV1440                          STATION DESCRIPTION
 GV1440
 GV1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1440'1.6 MI NE FROM ST STEPHENS CHURCH.
 GV1440'LOCATED 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE POST
 GV1440'OFFICE AT ST. STEPHENS CHURCH, AT THE JUNCTION OF SECONDARY STATE
 GV1440'HIGHWAY 631.  IT IS ABOUT 400 FEET NORTHWEST OF SHEPHERDS METHODIST
 GV1440'CHURCH, 54 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 360, 74
 GV1440'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 631, 23 FEET SOUTH
 GV1440'OF TELEPHONE POLE NO. 2574, AND ON THE NORTH EDGE OF A CEMETERY,
 GV1440'SET IN THE TOP OF A 6 INCH TRIANGULAR
 GV1440'CONCRETE POST PROJECTING 3 INCHES.
 GV1440
 GV1440                          STATION RECOVERY (1994)
 GV1440
 GV1440'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1440'MARK NOT FOUND.
 GV1440
 GV1440                          STATION RECOVERY (2000)
 GV1440
 GV1440'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1440'MARK NOT FOUND.
 GV1440
 GV1440                          STATION RECOVERY (2004)
 GV1440
 GV1440'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1441 ***********************************************************************
 GV1441  DESIGNATION -  A 294 RESET 1968
 GV1441  PID         -  GV1441
 GV1441  STATE/COUNTY-  VA/KING AND QUEEN
 GV1441  USGS QUAD   -  AYLETT (1985)
 GV1441
 GV1441                         *CURRENT SURVEY CONTROL
 GV1441  ___________________________________________________________________
 GV1441* NAD 83(1986)-  37 48 42.     (N)    077 01 29.     (W)     SCALED    
 GV1441* NAVD 88     -        47.51   (+/-2cm)     155.9    (feet)  VERTCON   
 GV1441  ___________________________________________________________________
 GV1441  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GV1441
 GV1441  VERT ORDER  -  THIRD (See Below)
 GV1441
 GV1441.The horizontal coordinates were scaled from a topographic map and have
 GV1441.an estimated accuracy of +/- 6 seconds.
 GV1441
 GV1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1441.The vertical order pertains to the NGVD 29 superseded value.
 GV1441
 GV1441.The geoid height was determined by GEOID03.
 GV1441
 GV1441;                    North         East    Units  Estimated Accuracy
 GV1441;SPC VA S     - 1,165,080.    3,629,900.      MT  (+/- 180 meters Scaled)
 GV1441
 GV1441                          SUPERSEDED SURVEY CONTROL
 GV1441
 GV1441  NGVD 29 (??/??/??)   47.84   (m)          157.0    (f) RESET       3  
 GV1441
 GV1441.Superseded values are not recommended for survey control.
 GV1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1441.See file dsdata.txt to determine how the superseded data were derived.
 GV1441
 GV1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG217868(NAD 83)
 GV1441_MARKER: DB = BENCH MARK DISK
 GV1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1441_STAMPING: A 294 RESET 1968
 GV1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1441+STABILITY: SURFACE MOTION
 GV1441
 GV1441  HISTORY     - Date     Condition        Report By
 GV1441  HISTORY     - 1968     MONUMENTED       VADH
 GV1441  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV1441  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1441  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1441
 GV1441                          STATION DESCRIPTION
 GV1441
 GV1441'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 GV1441'1.6 MI NE FROM ST STEPHENS CHURCH.
 GV1441'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE POST
 GV1441'OFFICE AT ST. STEVENS CHURCH, 51.5 FEET NORTHWEST OF THE CENTER
 GV1441'LINE OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF THE HIGHWAY RIGHT-OF-FENCE
 GV1441'LINE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1441
 GV1441                          STATION RECOVERY (1994)
 GV1441
 GV1441'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1441'MARK NOT FOUND.
 GV1441
 GV1441                          STATION RECOVERY (2000)
 GV1441
 GV1441'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1441'MARK NOT FOUND.
 GV1441
 GV1441                          STATION RECOVERY (2004)
 GV1441
 GV1441'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0802 ***********************************************************************
 GV0802  DESIGNATION -  A 295
 GV0802  PID         -  GV0802
 GV0802  STATE/COUNTY-  VA/CHARLES CITY
 GV0802  USGS QUAD   -  WALKERS (1981)
 GV0802
 GV0802                         *CURRENT SURVEY CONTROL
 GV0802  ___________________________________________________________________
 GV0802* NAD 83(1986)-  37 22 31.     (N)    076 57 50.     (W)     SCALED    
 GV0802* NAVD 88     -        27.823  (meters)      91.28   (feet)  ADJUSTED  
 GV0802  ___________________________________________________________________
 GV0802  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 GV0802  DYNAMIC HT  -          27.803 (meters)      91.22  (feet)  COMP
 GV0802  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 GV0802
 GV0802  VERT ORDER  -  THIRD
 GV0802
 GV0802.The horizontal coordinates were scaled from a topographic map and have
 GV0802.an estimated accuracy of +/- 6 seconds.
 GV0802
 GV0802.The orthometric height was determined by differential leveling
 GV0802.and adjusted by the National Geodetic Survey in June 1991..
 GV0802
 GV0802.The geoid height was determined by GEOID03.
 GV0802
 GV0802.The dynamic height is computed by dividing the NAVD 88
 GV0802.geopotential number by the normal gravity value computed on the
 GV0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0802.degrees latitude (g = 980.6199 gals.).
 GV0802
 GV0802.The modeled gravity was interpolated from observed gravity values.
 GV0802
 GV0802;                    North         East    Units  Estimated Accuracy
 GV0802;SPC VA S     - 1,116,740.    3,636,040.      MT  (+/- 180 meters Scaled)
 GV0802
 GV0802                          SUPERSEDED SURVEY CONTROL
 GV0802
 GV0802  NGVD 29 (??/??/??)   28.148  (m)           92.35   (f) ADJUSTED    3 0
 GV0802
 GV0802.Superseded values are not recommended for survey control.
 GV0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0802.See file dsdata.txt to determine how the superseded data were derived.
 GV0802
 GV0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG261383(NAD 83)
 GV0802_MARKER: DB = BENCH MARK DISK
 GV0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0802_STAMPING: A 295 1945
 GV0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0802+STABILITY: SURFACE MOTION
 GV0802
 GV0802  HISTORY     - Date     Condition        Report By
 GV0802  HISTORY     - 1945     MONUMENTED       CGS
 GV0802  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0802  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 GV0802  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0802  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0802
 GV0802                          STATION DESCRIPTION
 GV0802
 GV0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0802'2.1 MI NW FROM HOLDCROFT.
 GV0802'ORIGINAL DESCRIPTION-- 2.1 MILES NORTHWEST ALONG SECONDARY STATE
 GV0802'HIGHWAY 615 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY 624 AT
 GV0802'HOLDCROFT, CHARLES CITY COUNTY, AT THE JUNCTION OF FOREST FIRE
 GV0802'TRAIL 1656 LEADING NORTH, 25 FEET SOUTH OF THE HIGHWAY MEASURED
 GV0802'FROM A POINT IN LINE WITH THE TRAIL, AND 2 FEET NORTH OF A WHITE
 GV0802'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 295 1945 AND
 GV0802'SET IN THE TOP OF A CONCRETE POST.
 GV0802
 GV0802                          STATION RECOVERY (1996)
 GV0802
 GV0802'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0802'MARK NOT FOUND.
 GV0802
 GV0802                          STATION RECOVERY (2000)
 GV0802
 GV0802'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0802'MARK NOT FOUND.
 GV0802
 GV0802                          STATION RECOVERY (2001)
 GV0802
 GV0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0802'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1158 ***********************************************************************
 GV1158  DESIGNATION -  A 296
 GV1158  PID         -  GV1158
 GV1158  STATE/COUNTY-  VA/GLOUCESTER
 GV1158  USGS QUAD   -  SALUDA (1986)
 GV1158
 GV1158                         *CURRENT SURVEY CONTROL
 GV1158  ___________________________________________________________________
 GV1158* NAD 83(1986)-  37 30 29.     (N)    076 30 53.     (W)     SCALED    
 GV1158* NAVD 88     -        25.633  (meters)      84.10   (feet)  ADJUSTED  
 GV1158  ___________________________________________________________________
 GV1158  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 GV1158  DYNAMIC HT  -          25.615 (meters)      84.04  (feet)  COMP
 GV1158  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 GV1158
 GV1158  VERT ORDER  -  THIRD
 GV1158
 GV1158.The horizontal coordinates were scaled from a topographic map and have
 GV1158.an estimated accuracy of +/- 6 seconds.
 GV1158
 GV1158.The orthometric height was determined by differential leveling
 GV1158.and adjusted by the National Geodetic Survey in June 1991..
 GV1158
 GV1158.The geoid height was determined by GEOID03.
 GV1158
 GV1158.The dynamic height is computed by dividing the NAVD 88
 GV1158.geopotential number by the normal gravity value computed on the
 GV1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1158.degrees latitude (g = 980.6199 gals.).
 GV1158
 GV1158.The modeled gravity was interpolated from observed gravity values.
 GV1158
 GV1158;                    North         East    Units  Estimated Accuracy
 GV1158;SPC VA S     - 1,132,210.    3,675,510.      MT  (+/- 180 meters Scaled)
 GV1158
 GV1158                          SUPERSEDED SURVEY CONTROL
 GV1158
 GV1158  NGVD 29 (??/??/??)   26.012  (m)           85.34   (f) ADJUSTED    3 0
 GV1158
 GV1158.Superseded values are not recommended for survey control.
 GV1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1158.See file dsdata.txt to determine how the superseded data were derived.
 GV1158
 GV1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG661523(NAD 83)
 GV1158_MARKER: DB = BENCH MARK DISK
 GV1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1158_SP_SET: STEP
 GV1158_STAMPING: A 296 1945
 GV1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1158
 GV1158  HISTORY     - Date     Condition        Report By
 GV1158  HISTORY     - 1945     MONUMENTED       CGS
 GV1158  HISTORY     - 1961     GOOD             CGS
 GV1158  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV1158  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV1158
 GV1158                          STATION DESCRIPTION
 GV1158
 GV1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1158'0.9 MI SW FROM HARCUM.
 GV1158'0.9 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 606 FROM THE
 GV1158'INTERSECTION OF STATE HIGHWAY 198 AT HARCUM, AT NEW UPTON, AT
 GV1158'THE POST OFFICE, IN THE TOP OF THE CONCRETE STEP, AND FLUSH WITH
 GV1158'THE STEP. NOTE--THERE IS NO POST OFFICE NOW IN NEW UPTON.
 GV1158
 GV1158                          STATION RECOVERY (1997)
 GV1158
 GV1158'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1158'MARK NOT FOUND.
 GV1158
 GV1158                          STATION RECOVERY (2002)
 GV1158
 GV1158'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1741 ***********************************************************************
 GV1741  DESIGNATION -  A 297 RESET 1968
 GV1741  PID         -  GV1741
 GV1741  STATE/COUNTY-  VA/CHARLES CITY
 GV1741  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1741
 GV1741                         *CURRENT SURVEY CONTROL
 GV1741  ___________________________________________________________________
 GV1741* NAD 83(1986)-  37 23 38.     (N)    077 05 47.     (W)     SCALED    
 GV1741* NAVD 88     -        41.28   (meters)     135.4    (feet)  RESET     
 GV1741  ___________________________________________________________________
 GV1741  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 GV1741
 GV1741  VERT ORDER  -  THIRD
 GV1741
 GV1741.The horizontal coordinates were scaled from a topographic map and have
 GV1741.an estimated accuracy of +/- 6 seconds.
 GV1741
 GV1741.The orthometric height was computed from unverified reset data.
 GV1741.No vertical observational check was made to the station.
 GV1741
 GV1741.The geoid height was determined by GEOID03.
 GV1741
 GV1741;                    North         East    Units  Estimated Accuracy
 GV1741;SPC VA S     - 1,118,620.    3,624,280.      MT  (+/- 180 meters Scaled)
 GV1741
 GV1741                          SUPERSEDED SURVEY CONTROL
 GV1741
 GV1741  NGVD 29 (??/??/??)   41.60   (m)          136.5    (f) RESET       3  
 GV1741
 GV1741.Superseded values are not recommended for survey control.
 GV1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1741.See file dsdata.txt to determine how the superseded data were derived.
 GV1741
 GV1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG144406(NAD 83)
 GV1741_MARKER: DB = BENCH MARK DISK
 GV1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1741_STAMPING: A 207 RESET 1968
 GV1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1741+STABILITY: SURFACE MOTION
 GV1741
 GV1741  HISTORY     - Date     Condition        Report By
 GV1741  HISTORY     - 1968     MONUMENTED       VADH
 GV1741  HISTORY     - 19960301 GOOD             USPSQD
 GV1741  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1741  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1741
 GV1741                          STATION DESCRIPTION
 GV1741
 GV1741'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 GV1741'3.5 MI NW FROM CHARLES CITY.
 GV1741'ABOUT 1.3 MILE NORTH ALONG STATE HIGHWAY 155 FROM CHARLES
 GV1741'CITY, THENCE 2.2 MILES WEST ALONG SECONDARY STATE HIGHWAY 602,
 GV1741'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 603, 80 FEET SOUTH
 GV1741'OF THE CENTER LINE OF HIHGWAY 602, 40 FEET WEST OF THE
 GV1741'CENTER LINE OF HIGHWAY 603, 1 FOOT NORTH OF A WITNESS POST,
 GV1741'AND SET IN THE TOP OF A CONCRETE POST.
 GV1741'NOTE--MARK WAS MISTAKENLY STAMPED A 207, SHOULD BE A 297.
 GV1741
 GV1741                          STATION RECOVERY (1996)
 GV1741
 GV1741'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1741'RECOVERED IN GOOD CONDITION.
 GV1741
 GV1741                          STATION RECOVERY (2000)
 GV1741
 GV1741'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1741'MARK NOT FOUND.
 GV1741
 GV1741                          STATION RECOVERY (2001)
 GV1741
 GV1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0796 ***********************************************************************
 GV0796  DESIGNATION -  A 298
 GV0796  PID         -  GV0796
 GV0796  STATE/COUNTY-  VA/SURRY
 GV0796  USGS QUAD   -  CLAREMONT (1986)
 GV0796
 GV0796                         *CURRENT SURVEY CONTROL
 GV0796  ___________________________________________________________________
 GV0796* NAD 83(1986)-  37 11 03.     (N)    076 53 19.     (W)     SCALED    
 GV0796* NAVD 88     -        31.498  (meters)     103.34   (feet)  POSTED    
 GV0796  ___________________________________________________________________
 GV0796  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 GV0796  DYNAMIC HT  -          31.480 (meters)     103.28  (feet)  COMP
 GV0796  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 GV0796
 GV0796  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0796
 GV0796.The horizontal coordinates were scaled from a topographic map and have
 GV0796.an estimated accuracy of +/- 6 seconds.
 GV0796
 GV0796.The orthometric height was determined by differential leveling
 GV0796.and adjusted by the National Geodetic Survey in 1992..
 GV0796.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0796.rate of 0.0 thru 1.0 mm/km.
 GV0796
 GV0796.The geoid height was determined by GEOID03.
 GV0796
 GV0796.The dynamic height is computed by dividing the NAVD 88
 GV0796.geopotential number by the normal gravity value computed on the
 GV0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0796.degrees latitude (g = 980.6199 gals.).
 GV0796
 GV0796.The modeled gravity was interpolated from observed gravity values.
 GV0796
 GV0796;                    North         East    Units  Estimated Accuracy
 GV0796;SPC VA S     - 1,095,640.    3,643,070.      MT  (+/- 180 meters Scaled)
 GV0796
 GV0796                          SUPERSEDED SURVEY CONTROL
 GV0796
 GV0796  NGVD 29 (??/??/??)   31.873  (m)          104.57   (f) ADJUSTED    3 0
 GV0796
 GV0796.Superseded values are not recommended for survey control.
 GV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0796.See file dsdata.txt to determine how the superseded data were derived.
 GV0796
 GV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG323169(NAD 83)
 GV0796_MARKER: DB = BENCH MARK DISK
 GV0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0796_STAMPING: A 298 1946
 GV0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0796+STABILITY: SURFACE MOTION
 GV0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0796+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0796
 GV0796  HISTORY     - Date     Condition        Report By
 GV0796  HISTORY     - 1946     MONUMENTED       CGS
 GV0796  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV0796  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0796  HISTORY     - 20020223 GOOD             USPSQD
 GV0796
 GV0796                          STATION DESCRIPTION
 GV0796
 GV0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0796'6 MI NW FROM SURRY.
 GV0796'ORIGINAL DESCRIPTION-- 6.0 MILES NORTHWEST OF SURRY, SURRY COUNTY.
 GV0796'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 GV0796'1.0 MILE NORTH ALONG STATE HIGHWAY 31, THENCE 1.9 MILES WEST ALONG
 GV0796'SECONDARY STATE HIGHWAY 620, THENCE 1.6 MILES NORTH ALONG SECONDARY
 GV0796'STATE HIGHWAY 618, AND THENCE 1.5 MILES WEST ALONG SECONDARY
 GV0796'STATE HIGHWAY 610.  IT IS AT THE JUNCTION OF A WOODS ROAD, 18
 GV0796'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE
 GV0796'CENTER LINE OF THE ROAD, 15 FEET NORTH OF A 20-INCH PINE TREE,
 GV0796'AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV0796'DISK, STAMPED A 298 1946 AND SET IN THE TOP OF AN 8-INCH SQUARE
 GV0796'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0796
 GV0796                          STATION RECOVERY (1997)
 GV0796
 GV0796'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0796'MARK NOT FOUND.
 GV0796
 GV0796                          STATION RECOVERY (2002)
 GV0796
 GV0796'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0181 ***********************************************************************
 FW0181  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0181  DESIGNATION -  A 299
 FW0181  PID         -  FW0181
 FW0181  STATE/COUNTY-  VA/ACCOMACK
 FW0181  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0181
 FW0181                         *CURRENT SURVEY CONTROL
 FW0181  ___________________________________________________________________
 FW0181* NAD 83(1986)-  37 50 34.     (N)    075 28 41.     (W)     SCALED    
 FW0181* NAVD 88     -         2.761  (meters)       9.06   (feet)  ADJUSTED  
 FW0181  ___________________________________________________________________
 FW0181  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FW0181  DYNAMIC HT  -           2.759 (meters)       9.05  (feet)  COMP
 FW0181  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 FW0181
 FW0181  VERT ORDER  -  FIRST     CLASS I
 FW0181
 FW0181.The horizontal coordinates were scaled from a topographic map and have
 FW0181.an estimated accuracy of +/- 6 seconds.
 FW0181
 FW0181.The orthometric height was determined by differential leveling
 FW0181.and adjusted by the National Geodetic Survey in June 1991..
 FW0181
 FW0181.This Tidal Bench Mark is designated as VM 3277
 FW0181.by the Center for Operational Oceanographic Products and Services.
 FW0181
 FW0181.The geoid height was determined by GEOID03.
 FW0181
 FW0181.The dynamic height is computed by dividing the NAVD 88
 FW0181.geopotential number by the normal gravity value computed on the
 FW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0181.degrees latitude (g = 980.6199 gals.).
 FW0181
 FW0181.The modeled gravity was interpolated from observed gravity values.
 FW0181
 FW0181;                    North         East    Units  Estimated Accuracy
 FW0181;SPC VA S     - 1,171,770.    3,765,940.      MT  (+/- 180 meters Scaled)
 FW0181
 FW0181                          SUPERSEDED SURVEY CONTROL
 FW0181
 FW0181  NGVD 29 (??/??/??)    3.010  (m)            9.88   (f) ADJUSTED    1 1
 FW0181
 FW0181.Superseded values are not recommended for survey control.
 FW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0181.See file dsdata.txt to determine how the superseded data were derived.
 FW0181
 FW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG579884(NAD 83)
 FW0181_MARKER: DB = BENCH MARK DISK
 FW0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0181_SP_SET: BUILDING
 FW0181_STAMPING: A 299 1949
 FW0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0181
 FW0181  HISTORY     - Date     Condition        Report By
 FW0181  HISTORY     - 1949     MONUMENTED       CGS
 FW0181  HISTORY     - 1963     GOOD             CGS
 FW0181
 FW0181                          STATION DESCRIPTION
 FW0181
 FW0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0181'AT WALLOPS ISLAND.
 FW0181'AT WALLOPS ISLAND, WITHIN THE NATIONAL AERONAUTICS AND SPACE
 FW0181'ADMINISTRATION PROPERTY, AT THE CAFETERIA (BLDG. 5005), SET ON
 FW0181'TOP OF TOP STEP AT NORTHWEST (MAIN) ENTRANCE TO CAFETERIA, 2 FEET
 FW0181'NORTHWEST OF NORTHWEST WALL OF BUILDING, 12 FEET SOUTH OF
 FW0181'POWER POLE 1, 0.3 FOOT NORTHEAST OF SOUTHWEST WALL OF STEPS, AND
 FW0181'1 1/2 FEET ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0003 ***********************************************************************
 FY0003  DESIGNATION -  A 30
 FY0003  PID         -  FY0003
 FY0003  STATE/COUNTY-  VA/CHARLOTTE
 FY0003  USGS QUAD   -  FORT MITCHELL (1990)
 FY0003
 FY0003                         *CURRENT SURVEY CONTROL
 FY0003  ___________________________________________________________________
 FY0003* NAD 83(1986)-  36 58 03.     (N)    078 28 59.     (W)     SCALED    
 FY0003* NAVD 88     -       173.515  (meters)     569.27   (feet)  ADJUSTED  
 FY0003  ___________________________________________________________________
 FY0003  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FY0003  DYNAMIC HT  -         173.388 (meters)     568.86  (feet)  COMP
 FY0003  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 FY0003
 FY0003  VERT ORDER  -  FIRST     CLASS II
 FY0003
 FY0003.The horizontal coordinates were scaled from a topographic map and have
 FY0003.an estimated accuracy of +/- 6 seconds.
 FY0003
 FY0003.The orthometric height was determined by differential leveling
 FY0003.and adjusted by the National Geodetic Survey in June 1991..
 FY0003
 FY0003.The geoid height was determined by GEOID03.
 FY0003
 FY0003.The dynamic height is computed by dividing the NAVD 88
 FY0003.geopotential number by the normal gravity value computed on the
 FY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0003.degrees latitude (g = 980.6199 gals.).
 FY0003
 FY0003.The modeled gravity was interpolated from observed gravity values.
 FY0003
 FY0003;                    North         East    Units  Estimated Accuracy
 FY0003;SPC VA S     - 1,070,380.    3,501,510.      MT  (+/- 180 meters Scaled)
 FY0003
 FY0003                          SUPERSEDED SURVEY CONTROL
 FY0003
 FY0003  NGVD 29 (??/??/92)  173.748  (m)          570.04   (f) ADJ UNCH    1 2
 FY0003
 FY0003.Superseded values are not recommended for survey control.
 FY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0003.See file dsdata.txt to determine how the superseded data were derived.
 FY0003
 FY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA240942(NAD 83)
 FY0003_MARKER: DB = BENCH MARK DISK
 FY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0003_STAMPING: 569.982 A 30 1932
 FY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0003+STABILITY: SURFACE MOTION
 FY0003
 FY0003  HISTORY     - Date     Condition        Report By
 FY0003  HISTORY     - 1932     MONUMENTED       CGS
 FY0003  HISTORY     - 1963     GOOD             NGS
 FY0003  HISTORY     - 1965     GOOD             NGS
 FY0003  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY0003
 FY0003                          STATION DESCRIPTION
 FY0003
 FY0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0003'1.5 MI S FROM ONTARIO.
 FY0003'RECOVERED AS DESCRIBED.  A STEEL WITNESS POST WAS SET 0.5 FOOT
 FY0003'NORTH OF MARK.  1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM
 FY0003'ONTARIO, CHARLOTTE COUNTY, 0.3 MILE SOUTH OF MILEPOST 5, AT THE
 FY0003'SOUTHEAST CORNER OF THE CROSSING OF A LOGGING ROAD, 21 FEET
 FY0003'EAST OF THE EAST RAIL, 16.9 FEET SOUTH OF THE CENTERLINE OF
 FY0003'THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD
 FY0003'DISK, STAMPED 569.982 A 30 1932 AND SET IN THE TOP OF A CONCRETE
 FY0003'POST PROJECTING 6 INCHES ABOVE GROUND.
 FY0003
 FY0003                          STATION RECOVERY (1965)
 FY0003
 FY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FY0003'RECOVERED IN GOOD CONDITION.
 FY0003
 FY0003                          STATION RECOVERY (2001)
 FY0003
 FY0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FY0003'MARKER IS SUSPECTED OF BEING DESTROYED BEACAUSE MONUMENT'S CONCRETE
 FY0003'POST WAS FOUND UPROOTED AND BROKEN WITH THE DISK BROKEN OFF AND
 FY0003'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0438 ***********************************************************************
 FW0438  DESIGNATION -  A 301
 FW0438  PID         -  FW0438
 FW0438  STATE/COUNTY-  VA/ACCOMACK
 FW0438  USGS QUAD   -  CHESCONESSEX (1986)
 FW0438
 FW0438                         *CURRENT SURVEY CONTROL
 FW0438  ___________________________________________________________________
 FW0438* NAD 83(1986)-  37 45 13.     (N)    075 45 21.     (W)     SCALED    
 FW0438* NAVD 88     -         1.472  (meters)       4.83   (feet)  ADJUSTED  
 FW0438  ___________________________________________________________________
 FW0438  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 FW0438  DYNAMIC HT  -           1.471 (meters)       4.83  (feet)  COMP
 FW0438  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 FW0438
 FW0438  VERT ORDER  -  FIRST     CLASS I
 FW0438
 FW0438.The horizontal coordinates were scaled from a topographic map and have
 FW0438.an estimated accuracy of +/- 6 seconds.
 FW0438
 FW0438.The orthometric height was determined by differential leveling
 FW0438.and adjusted by the National Geodetic Survey in June 1991..
 FW0438
 FW0438.The geoid height was determined by GEOID03.
 FW0438
 FW0438.The dynamic height is computed by dividing the NAVD 88
 FW0438.geopotential number by the normal gravity value computed on the
 FW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0438.degrees latitude (g = 980.6199 gals.).
 FW0438
 FW0438.The modeled gravity was interpolated from observed gravity values.
 FW0438
 FW0438;                    North         East    Units  Estimated Accuracy
 FW0438;SPC VA S     - 1,161,130.    3,741,790.      MT  (+/- 180 meters Scaled)
 FW0438
 FW0438                          SUPERSEDED SURVEY CONTROL
 FW0438
 FW0438  NGVD 29 (??/??/??)    1.714  (m)            5.62   (f) ADJUSTED    1 1
 FW0438
 FW0438.Superseded values are not recommended for survey control.
 FW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0438.See file dsdata.txt to determine how the superseded data were derived.
 FW0438
 FW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG334787(NAD 83)
 FW0438_MARKER: DB = BENCH MARK DISK
 FW0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0438_STAMPING: A 301 1942
 FW0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0438+STABILITY: SURFACE MOTION
 FW0438
 FW0438  HISTORY     - Date     Condition        Report By
 FW0438  HISTORY     - 1942     MONUMENTED       CGS
 FW0438  HISTORY     - 1963     GOOD             CGS
 FW0438
 FW0438                          STATION DESCRIPTION
 FW0438
 FW0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0438'4.1 MI NW FROM ONANCOCK.
 FW0438'ABOUT 2.4 MILES NORTH AND NORTHWEST ALONG SECONDARY STATE HIGHWAY
 FW0438'658 FROM THE JUNCTION OF NORTH AND MARKET STREETS AT ONANCOCK,
 FW0438'THENCE 1.75 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 657, AT
 FW0438'THE JUNCTION OF SECONDARY STATE HIGHWAY 656, AT THE LEATHERBURY
 FW0438'METHODIST CHURCH, 106 FEET SOUTH OF CENTER OF JUNCTION, 47 FEET
 FW0438'NORTHEAST OF EAST CORNER OF CHURCH, 26.5 FEET SOUTHWEST OF
 FW0438'CENTER LINE OF HIGHWAY, 1 1/2 FEET ABOVE LEVEL OF HIGHWAY, AND SET
 FW0438'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0112 ***********************************************************************
 FW0112  DESIGNATION -  A 306
 FW0112  PID         -  FW0112
 FW0112  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0112  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0112
 FW0112                         *CURRENT SURVEY CONTROL
 FW0112  ___________________________________________________________________
 FW0112* NAD 83(1986)-  36 50 33.     (N)    075 59 22.     (W)     SCALED    
 FW0112* NAVD 88     -         3.432  (meters)      11.26   (feet)  ADJUSTED  
 FW0112  ___________________________________________________________________
 FW0112  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 FW0112  DYNAMIC HT  -           3.430 (meters)      11.25  (feet)  COMP
 FW0112  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 FW0112
 FW0112  VERT ORDER  -  FIRST     CLASS I
 FW0112
 FW0112.The horizontal coordinates were scaled from a topographic map and have
 FW0112.an estimated accuracy of +/- 6 seconds.
 FW0112
 FW0112.The orthometric height was determined by differential leveling
 FW0112.and adjusted by the National Geodetic Survey in June 1991..
 FW0112
 FW0112.The geoid height was determined by GEOID03.
 FW0112
 FW0112.The dynamic height is computed by dividing the NAVD 88
 FW0112.geopotential number by the normal gravity value computed on the
 FW0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0112.degrees latitude (g = 980.6199 gals.).
 FW0112
 FW0112.The modeled gravity was interpolated from observed gravity values.
 FW0112
 FW0112;                    North         East    Units  Estimated Accuracy
 FW0112;SPC VA S     - 1,059,480.    3,723,900.      MT  (+/- 180 meters Scaled)
 FW0112
 FW0112                          SUPERSEDED SURVEY CONTROL
 FW0112
 FW0112  NGVD 29 (??/??/??)    3.683  (m)           12.08   (f) ADJUSTED    1 1
 FW0112
 FW0112.Superseded values are not recommended for survey control.
 FW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0112.See file dsdata.txt to determine how the superseded data were derived.
 FW0112
 FW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF117778(NAD 83)
 FW0112_MARKER: DB = BENCH MARK DISK
 FW0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0112_SP_SET: TANK BASE
 FW0112_STAMPING: A 306 1952
 FW0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0112
 FW0112  HISTORY     - Date     Condition        Report By
 FW0112  HISTORY     - 1952     MONUMENTED       CGS
 FW0112  HISTORY     - 1963     GOOD             CGS
 FW0112  HISTORY     - 1963     GOOD             CGS
 FW0112  HISTORY     - 1989     GOOD             USPSQD
 FW0112  HISTORY     - 20050602 MARK NOT FOUND   VADOT
 FW0112
 FW0112                          STATION DESCRIPTION
 FW0112
 FW0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0112'AT VIRGINIA BEACH.
 FW0112'AT VIRGINIA BEACH, 0.85 MILE WEST ALONG U.S. HIGHWAY 58 FROM THE
 FW0112'JUNCTION OF U.S. HIGHWAY 60, SET IN THE TOP OF THE NORTH CORNER
 FW0112'OF THE CONCRETE FOUNDATION OF NORTHWEST LEG OF A LARGE WATER
 FW0112'TANK, 88 FEET SOUTH OF CENTERLINE OF HIGHWAY AND ABOUT 1 FOOT
 FW0112'ABOVE THE HIGHWAY.
 FW0112
 FW0112                          STATION RECOVERY (1963)
 FW0112
 FW0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0112'RECOVERED IN GOOD CONDITION.
 FW0112
 FW0112                          STATION RECOVERY (1989)
 FW0112
 FW0112'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0112'RECOVERED IN GOOD CONDITION.
 FW0112
 FW0112                          STATION RECOVERY (2005)
 FW0112
 FW0112'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (NKB)
 FW0112'MARKER NOT FOUND, WATER TANK NOT FOUND, AREA APPEARS TO HAVE BEEN
 FW0112'CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0517 ***********************************************************************
 FX0517  DESIGNATION -  A 307
 FX0517  PID         -  FX0517
 FX0517  STATE/COUNTY-  VA/C OF NORFOLK
 FX0517  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0517
 FX0517                         *CURRENT SURVEY CONTROL
 FX0517  ___________________________________________________________________
 FX0517* NAD 83(1986)-  36 51 09.     (N)    076 15 19.     (W)     SCALED    
 FX0517* NAVD 88     -         4.041  (meters)      13.26   (feet)  ADJUSTED  
 FX0517  ___________________________________________________________________
 FX0517  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FX0517  DYNAMIC HT  -           4.038 (meters)      13.25  (feet)  COMP
 FX0517  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 FX0517
 FX0517  VERT ORDER  -  FIRST     CLASS II
 FX0517
 FX0517.The horizontal coordinates were scaled from a topographic map and have
 FX0517.an estimated accuracy of +/- 6 seconds.
 FX0517
 FX0517.The orthometric height was determined by differential leveling
 FX0517.and adjusted by the National Geodetic Survey in June 1991..
 FX0517
 FX0517.The geoid height was determined by GEOID03.
 FX0517
 FX0517.The dynamic height is computed by dividing the NAVD 88
 FX0517.geopotential number by the normal gravity value computed on the
 FX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0517.degrees latitude (g = 980.6199 gals.).
 FX0517
 FX0517.The modeled gravity was interpolated from observed gravity values.
 FX0517
 FX0517;                    North         East    Units  Estimated Accuracy
 FX0517;SPC VA S     - 1,059,990.    3,700,170.      MT  (+/- 180 meters Scaled)
 FX0517
 FX0517                          SUPERSEDED SURVEY CONTROL
 FX0517
 FX0517  NGVD 29 (??/??/92)    4.29   (m)           14.1    (f) COMPUTED    1 2
 FX0517
 FX0517.Superseded values are not recommended for survey control.
 FX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0517.See file dsdata.txt to determine how the superseded data were derived.
 FX0517
 FX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF880792(NAD 83)
 FX0517_MARKER: DB = BENCH MARK DISK
 FX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0517_STAMPING: A 307 1952
 FX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0517+STABILITY: SURFACE MOTION
 FX0517
 FX0517  HISTORY     - Date     Condition        Report By
 FX0517  HISTORY     - 1952     MONUMENTED       CGS
 FX0517
 FX0517                          STATION DESCRIPTION
 FX0517
 FX0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FX0517'AT NORFOLK.
 FX0517'AT NORFOLK, ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE
 FX0517'POST OFFICE, AT THE INTERSECTION OF BROAD CREEK ROAD (HIGHWAY 58)
 FX0517'AND NORCHESTER STREET, 36 FEET NORTH OF CENTER LINE OF BROAD
 FX0517'CREEK ROAD, 15 FEET WEST OF WEST RAIL OF RAILROAD FOLLOWING CENTER
 FX0517'OF NORCHESTER STREET, 6 FEET WEST OF POWER POLE, 3 FEET NORTHEAST
 FX0517'OF NORTHEAST CORNER OF EAST END OF A SIDE WALK, 2 1/2 FEET
 FX0517'NORTH OF NORTH EDGE OF WALK AND SET IN THE TOP OF A CONCRETE
 FX0517'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0518 ***********************************************************************
 FX0518  DESIGNATION -  A 307 RESET 1957
 FX0518  PID         -  FX0518
 FX0518  STATE/COUNTY-  VA/C OF NORFOLK
 FX0518  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0518
 FX0518                         *CURRENT SURVEY CONTROL
 FX0518  ___________________________________________________________________
 FX0518* NAD 83(1986)-  36 51 09.     (N)    076 15 19.     (W)     SCALED    
 FX0518* NAVD 88     -         3.896  (meters)      12.78   (feet)  ADJUSTED  
 FX0518  ___________________________________________________________________
 FX0518  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FX0518  DYNAMIC HT  -           3.893 (meters)      12.77  (feet)  COMP
 FX0518  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 FX0518
 FX0518  VERT ORDER  -  FIRST     CLASS I
 FX0518
 FX0518.The horizontal coordinates were scaled from a topographic map and have
 FX0518.an estimated accuracy of +/- 6 seconds.
 FX0518
 FX0518.The orthometric height was determined by differential leveling
 FX0518.and adjusted by the National Geodetic Survey in June 1991..
 FX0518
 FX0518.The geoid height was determined by GEOID03.
 FX0518
 FX0518.The dynamic height is computed by dividing the NAVD 88
 FX0518.geopotential number by the normal gravity value computed on the
 FX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0518.degrees latitude (g = 980.6199 gals.).
 FX0518
 FX0518.The modeled gravity was interpolated from observed gravity values.
 FX0518
 FX0518;                    North         East    Units  Estimated Accuracy
 FX0518;SPC VA S     - 1,059,990.    3,700,170.      MT  (+/- 180 meters Scaled)
 FX0518
 FX0518                          SUPERSEDED SURVEY CONTROL
 FX0518
 FX0518  NGVD 29 (??/??/92)    4.148  (m)           13.61   (f) ADJ UNCH    1 1
 FX0518
 FX0518.Superseded values are not recommended for survey control.
 FX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0518.See file dsdata.txt to determine how the superseded data were derived.
 FX0518
 FX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF880792(NAD 83)
 FX0518_MARKER: DB = BENCH MARK DISK
 FX0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0518_STAMPING: A 307 A 307 RESET 1957
 FX0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0518+STABILITY: SURFACE MOTION
 FX0518
 FX0518  HISTORY     - Date     Condition        Report By
 FX0518  HISTORY     - 1957     MONUMENTED       CGS
 FX0518  HISTORY     - 1959     GOOD             NGS
 FX0518  HISTORY     - 1963     GOOD             NGS
 FX0518  HISTORY     - 1978     GOOD             NGS
 FX0518
 FX0518                          STATION DESCRIPTION
 FX0518
 FX0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0518'AT NORFOLK.
 FX0518'AT NORFOLK, AT THE INTERSECTION OF U.S. HIGHWAY 58 AND NORCHESTER
 FX0518'STREET, 22 1/2 FEET NORTH OF THE NORTH CURB LINE OF THE HIGHWAY,
 FX0518'4.8 FEET WEST OF THE WEST CURB OF THE STREET, 5.3 FEET
 FX0518'NORTH-NORTHWEST OF POWER LINE POLE 907-1 VL 150 17, 1/2 FOOT
 FX0518'EAST OF THE EAST EDGE OF SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK,
 FX0518'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FX0518
 FX0518                          STATION RECOVERY (1963)
 FX0518
 FX0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0518'RECOVERED IN GOOD CONDITION.
 FX0518
 FX0518                          STATION RECOVERY (1978)
 FX0518
 FX0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0190 ***********************************************************************
 FX0190  DESIGNATION -  A 309
 FX0190  PID         -  FX0190
 FX0190  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX0190  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0190
 FX0190                         *CURRENT SURVEY CONTROL
 FX0190  ___________________________________________________________________
 FX0190* NAD 83(1986)-  36 50 39.     (N)    076 21 56.     (W)     SCALED    
 FX0190* NAVD 88     -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 FX0190  ___________________________________________________________________
 FX0190  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX0190  DYNAMIC HT  -           3.478 (meters)      11.41  (feet)  COMP
 FX0190  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 FX0190
 FX0190  VERT ORDER  -  FIRST     CLASS I
 FX0190
 FX0190.The horizontal coordinates were scaled from a topographic map and have
 FX0190.an estimated accuracy of +/- 6 seconds.
 FX0190
 FX0190.The orthometric height was determined by differential leveling
 FX0190.and adjusted by the National Geodetic Survey in June 1991..
 FX0190.WARNING-Repeat measurements at this control monument indicate possible
 FX0190.vertical movement.
 FX0190
 FX0190.The geoid height was determined by GEOID03.
 FX0190
 FX0190.The dynamic height is computed by dividing the NAVD 88
 FX0190.geopotential number by the normal gravity value computed on the
 FX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0190.degrees latitude (g = 980.6199 gals.).
 FX0190
 FX0190.The modeled gravity was interpolated from observed gravity values.
 FX0190
 FX0190;                    North         East    Units  Estimated Accuracy
 FX0190;SPC VA S     - 1,058,840.    3,690,360.      MT  (+/- 180 meters Scaled)
 FX0190
 FX0190                          SUPERSEDED SURVEY CONTROL
 FX0190
 FX0190  NGVD 29 (??/??/92)    3.719  (m)           12.20   (f) ADJ UNCH    1 1
 FX0190
 FX0190.Superseded values are not recommended for survey control.
 FX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0190.See file dsdata.txt to determine how the superseded data were derived.
 FX0190
 FX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF782784(NAD 83)
 FX0190_MARKER: DB = BENCH MARK DISK
 FX0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0190_SP_SET: BRIDGE
 FX0190_STAMPING: A 309 1952
 FX0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0190+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 FX0190
 FX0190  HISTORY     - Date     Condition        Report By
 FX0190  HISTORY     - 1952     MONUMENTED       CGS
 FX0190  HISTORY     - 1971     GOOD             NGS
 FX0190  HISTORY     - 19900712 MARK NOT FOUND   USPSQD
 FX0190  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0190  HISTORY     - 20010906 GOOD             GEOMET
 FX0190  HISTORY     - 20060225 GOOD             USPSQD
 FX0190
 FX0190                          STATION DESCRIPTION
 FX0190
 FX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0190'AT PORTSMOUTH.
 FX0190'AT PORTSMOUTH, ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 17
 FX0190'FROM THE CHURCHLAND HIGH SCHOOL, 15 FEET SOUTHWEST OF THE
 FX0190'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 FX0190'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 FX0190'OVER THE WESTERN BRANCH OF THE ELIZABETH RIVER, AND ABOUT LEVEL
 FX0190'WITH THE HIGHWAY.
 FX0190
 FX0190                          STATION RECOVERY (1990)
 FX0190
 FX0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (FWC)
 FX0190'MARK NOT FOUND.
 FX0190
 FX0190                          STATION RECOVERY (2001)
 FX0190
 FX0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0190
 FX0190                          STATION RECOVERY (2001)
 FX0190
 FX0190'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 FX0190'RECOVERED IN GOOD CONDITION.
 FX0190
 FX0190                          STATION RECOVERY (2006)
 FX0190
 FX0190'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0191 ***********************************************************************
 FX0191  DESIGNATION -  A 309 RESET 1973
 FX0191  PID         -  FX0191
 FX0191  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX0191  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0191
 FX0191                         *CURRENT SURVEY CONTROL
 FX0191  ___________________________________________________________________
 FX0191* NAD 83(1986)-  36 50 39.     (N)    076 21 56.     (W)     SCALED    
 FX0191* NAVD 88     -         3.58   (+/-2cm)      11.7    (feet)  VERTCON   
 FX0191  ___________________________________________________________________
 FX0191  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX0191
 FX0191  VERT ORDER  -  THIRD (See Below)
 FX0191
 FX0191.The horizontal coordinates were scaled from a topographic map and have
 FX0191.an estimated accuracy of +/- 6 seconds.
 FX0191
 FX0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0191.The vertical order pertains to the NGVD 29 superseded value.
 FX0191
 FX0191.The geoid height was determined by GEOID03.
 FX0191
 FX0191;                    North         East    Units  Estimated Accuracy
 FX0191;SPC VA S     - 1,058,840.    3,690,360.      MT  (+/- 180 meters Scaled)
 FX0191
 FX0191                          SUPERSEDED SURVEY CONTROL
 FX0191
 FX0191  NGVD 29 (03/21/06)    3.84   (m)           12.6    (f) RESET       3  
 FX0191
 FX0191.Superseded values are not recommended for survey control.
 FX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0191.See file dsdata.txt to determine how the superseded data were derived.
 FX0191
 FX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF782784(NAD 83)
 FX0191_MARKER: DD = SURVEY DISK
 FX0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0191_SP_SET: BRIDGE
 FX0191_STAMPING: A 309 RESET 1973
 FX0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0191+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 FX0191
 FX0191  HISTORY     - Date     Condition        Report By
 FX0191  HISTORY     - 1973     MONUMENTED       VADH
 FX0191  HISTORY     - 19900712 MARK NOT FOUND   USPSQD
 FX0191  HISTORY     - 20010331 GOOD             NGS
 FX0191  HISTORY     - 20060225 GOOD             USPSQD
 FX0191
 FX0191                          STATION DESCRIPTION
 FX0191
 FX0191'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973
 FX0191'AT PORTSMOUTH.
 FX0191'AT PORTSMOUTH, ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY
 FX0191'17 FROM THE CHURCHLAND HIGHWAY SCHOOL, 35 FEET SOUTHWEST OF
 FX0191'THE CENTERLINE OF THE MEDIAN OF THE NEW HIGHWAY, SET IN THE
 FX0191'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 FX0191'OF THE HIGHWAY BRIDGE OVER THE WESTERN BRANCH OF THE ELIZABETH
 FX0191'RIVER, AND ABOUT LEVEL WITH GROUND.
 FX0191
 FX0191                          STATION RECOVERY (1990)
 FX0191
 FX0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (FWC)
 FX0191'MARK NOT FOUND.
 FX0191
 FX0191                          STATION RECOVERY (2001)
 FX0191
 FX0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0191
 FX0191                          STATION RECOVERY (2006)
 FX0191
 FX0191'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0670 ***********************************************************************
 FY0670  DESIGNATION -  A 31
 FY0670  PID         -  FY0670
 FY0670  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0670  USGS QUAD   -  DANVILLE (1984)
 FY0670
 FY0670                         *CURRENT SURVEY CONTROL
 FY0670  ___________________________________________________________________
 FY0670* NAD 83(1986)-  36 35 03.     (N)    079 23 01.     (W)     SCALED    
 FY0670* NAVD 88     -       130.006  (meters)     426.53   (feet)  ADJUSTED  
 FY0670  ___________________________________________________________________
 FY0670  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY0670  DYNAMIC HT  -         129.901 (meters)     426.18  (feet)  COMP
 FY0670  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 FY0670
 FY0670  VERT ORDER  -  FIRST     CLASS II
 FY0670
 FY0670.The horizontal coordinates were scaled from a topographic map and have
 FY0670.an estimated accuracy of +/- 6 seconds.
 FY0670
 FY0670.The orthometric height was determined by differential leveling
 FY0670.and adjusted by the National Geodetic Survey in June 1991..
 FY0670
 FY0670.The geoid height was determined by GEOID03.
 FY0670
 FY0670.The dynamic height is computed by dividing the NAVD 88
 FY0670.geopotential number by the normal gravity value computed on the
 FY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0670.degrees latitude (g = 980.6199 gals.).
 FY0670
 FY0670.The modeled gravity was interpolated from observed gravity values.
 FY0670
 FY0670;                    North         East    Units  Estimated Accuracy
 FY0670;SPC VA S     - 1,028,210.    3,420,920.      MT  (+/- 180 meters Scaled)
 FY0670
 FY0670                          SUPERSEDED SURVEY CONTROL
 FY0670
 FY0670  NGVD 29 (??/??/92)  130.247  (m)          427.32   (f) ADJ UNCH    1 2
 FY0670
 FY0670.Superseded values are not recommended for survey control.
 FY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0670.See file dsdata.txt to determine how the superseded data were derived.
 FY0670
 FY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA446499(NAD 83)
 FY0670_MARKER: DB = BENCH MARK DISK
 FY0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0670_SP_SET: RETAINING WALL
 FY0670_STAMPING: A 31 1932 427.407
 FY0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0670
 FY0670  HISTORY     - Date     Condition        Report By
 FY0670  HISTORY     - 1932     MONUMENTED       CGS
 FY0670  HISTORY     - 1966     GOOD             NGS
 FY0670
 FY0670                          STATION DESCRIPTION
 FY0670
 FY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0670'AT DANVILLE.
 FY0670'AT DANVILLE, ALONG THE SOUTHERN RAILWAY, SET ON THE TOP OF A
 FY0670'CONCRETE RETAINING WALL BETWEEN THE STATION AND RUNWAY FOR
 FY0670'BAGGAGE TRUCKS, 17.5 FEET WEST OF THE WEST RAIL OF SPUR TRACK,
 FY0670'10.0 FEET SOUTHEAST OF THE NORTHWEST END OF RETAINING WALL,
 FY0670'61.5 FEET SOUTHWEST OF BENCH MARK 426 (USGS) DESCRIBED, AND
 FY0670'ABOUT LEVEL WITH THE SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0056 ***********************************************************************
 FX0056  DESIGNATION -  A 310
 FX0056  PID         -  FX0056
 FX0056  STATE/COUNTY-  VA/C OF NORFOLK
 FX0056  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0056
 FX0056                         *CURRENT SURVEY CONTROL
 FX0056  ___________________________________________________________________
 FX0056* NAD 83(1986)-  36 58 02.     (N)    076 17 17.     (W)     SCALED    
 FX0056* NAVD 88     -         1.203  (meters)       3.95   (feet)  ADJUSTED  
 FX0056  ___________________________________________________________________
 FX0056  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX0056  DYNAMIC HT  -           1.202 (meters)       3.94  (feet)  COMP
 FX0056  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 FX0056  OBS GRAVITY -     979,873.0   (mgal)                       GRAV_OBS
 FX0056
 FX0056  VERT ORDER  -  FIRST     CLASS I
 FX0056
 FX0056.The horizontal coordinates were scaled from a topographic map and have
 FX0056.an estimated accuracy of +/- 6 seconds.
 FX0056
 FX0056.The orthometric height was determined by differential leveling
 FX0056.and adjusted by the National Geodetic Survey in June 1991..
 FX0056
 FX0056.The geoid height was determined by GEOID03.
 FX0056
 FX0056.The dynamic height is computed by dividing the NAVD 88
 FX0056.geopotential number by the normal gravity value computed on the
 FX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0056.degrees latitude (g = 980.6199 gals.).
 FX0056
 FX0056.The modeled gravity was interpolated from observed gravity values.
 FX0056.The observed gravity was obtained from relative gravimeter ties
 FX0056.to the IGSN71 gravity network.
 FX0056
 FX0056;                    North         East    Units  Estimated Accuracy
 FX0056;SPC VA S     - 1,072,650.    3,696,950.      MT  (+/- 180 meters Scaled)
 FX0056
 FX0056                          SUPERSEDED SURVEY CONTROL
 FX0056
 FX0056  NGVD 29 (??/??/92)    1.452  (m)            4.76   (f) ADJ UNCH    1 1
 FX0056
 FX0056.Superseded values are not recommended for survey control.
 FX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0056.See file dsdata.txt to determine how the superseded data were derived.
 FX0056
 FX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF853920(NAD 83)
 FX0056_MARKER: DB = BENCH MARK DISK
 FX0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0056_STAMPING: A 310 1952
 FX0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0056+STABILITY: SURFACE MOTION
 FX0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0056+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 FX0056
 FX0056  HISTORY     - Date     Condition        Report By
 FX0056  HISTORY     - 1952     MONUMENTED       CGS
 FX0056  HISTORY     - 1971     GOOD             NGS
 FX0056  HISTORY     - 1978     GOOD             DMA
 FX0056  HISTORY     - 1979     GOOD             NGS
 FX0056  HISTORY     - 19980418 GOOD             USPSQD
 FX0056  HISTORY     - 20021109 GOOD             USPSQD
 FX0056
 FX0056                          STATION DESCRIPTION
 FX0056
 FX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0056'AT NORFOLK.
 FX0056'AT NORFOLK, ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 60
 FX0056'(OCEAN VIEW AVENUE) FROM THE JUNCTION OF U.S. HIGHWAY 460
 FX0056'(GRANBY STREET) AT NORFOLK, AT WILLOUGHBY SPIT, AT THE
 FX0056'INTERSECTION OF 13 TH VIEW STREET, 45.2 FEET SOUTHEAST OF THE
 FX0056'SOUTHEAST CORNER OF A GARAGE FOR A RESIDENCE AND HOUSE NUMBER
 FX0056'1304, 23 FEET WEST-NORTHWEST OF THE CENTER OF A ROUND CAST IRON
 FX0056'MANHOLE LID IN THE CENTER OF 13 TH VIEW STREET, 19.5 FEET NORTH
 FX0056'CURB OF WEST OCEAN VIEW AVENUE, 15 FEET NORTHEAST OF THE
 FX0056'SOUTHEAST CORNER OF A CONCRETE BLOCK FENCE ALONG 13 TH VIEW
 FX0056'STREET, 20.5 FEET WEST OF THE CENTER LINE OF 13 TH VIEW STREET,
 FX0056'1.2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 FX0056'OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST 1 FOOT
 FX0056'BELOW THE LEVEL OF THE GROUND.
 FX0056
 FX0056                          STATION RECOVERY (1978)
 FX0056
 FX0056'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0056'RECOVERED IN GOOD CONDITION.
 FX0056
 FX0056                          STATION RECOVERY (1979)
 FX0056
 FX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0056'RECOVERED IN GOOD CONDITION.
 FX0056
 FX0056                          STATION RECOVERY (1998)
 FX0056
 FX0056'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0056'RECOVERED IN GOOD CONDITION.
 FX0056
 FX0056                          STATION RECOVERY (2002)
 FX0056
 FX0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0056'DELETE 1.2 FEET SOUTH OF A METAL WITNESS POST.  CHANGE POST 1 FOOT
 FX0056'BELOW LEVEL OF GROUND TO READ 1.5 FEET BELOW LEVEL OF GROUND..
 FX0056'ADD  6.5 FEET NORTH NORTH EAST OF METAL TRAFFIC CONTROL POLE, 13.5
 FX0056'FEET NORTH NORTH EAST OF ELECTRIC POLE NO522CG14, 5.75 FEET SOUTH EAST
 FX0056'OF A GREEN METER CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0116 ***********************************************************************
 FW0116  DESIGNATION -  A 311
 FW0116  PID         -  FW0116
 FW0116  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0116  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW0116
 FW0116                         *CURRENT SURVEY CONTROL
 FW0116  ___________________________________________________________________
 FW0116* NAD 83(1986)-  36 54 51.     (N)    075 59 41.     (W)     SCALED    
 FW0116* NAVD 88     -         2.777  (meters)       9.11   (feet)  ADJUSTED  
 FW0116  ___________________________________________________________________
 FW0116  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 FW0116  DYNAMIC HT  -           2.775 (meters)       9.10  (feet)  COMP
 FW0116  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 FW0116
 FW0116  VERT ORDER  -  FIRST     CLASS I
 FW0116
 FW0116.The horizontal coordinates were scaled from a topographic map and have
 FW0116.an estimated accuracy of +/- 6 seconds.
 FW0116
 FW0116.The orthometric height was determined by differential leveling
 FW0116.and adjusted by the National Geodetic Survey in July 2002..
 FW0116.WARNING-Repeat measurements at this control monument indicate possible
 FW0116.vertical movement.
 FW0116
 FW0116.The geoid height was determined by GEOID03.
 FW0116
 FW0116.The dynamic height is computed by dividing the NAVD 88
 FW0116.geopotential number by the normal gravity value computed on the
 FW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0116.degrees latitude (g = 980.6199 gals.).
 FW0116
 FW0116.The modeled gravity was interpolated from observed gravity values.
 FW0116
 FW0116;                    North         East    Units  Estimated Accuracy
 FW0116;SPC VA S     - 1,067,420.    3,723,220.      MT  (+/- 180 meters Scaled)
 FW0116
 FW0116                          SUPERSEDED SURVEY CONTROL
 FW0116
 FW0116  NAVD 88 (06/15/91)    2.786  (m)            9.14   (f) UNKNOWN     1 1
 FW0116  NGVD 29 (??/??/??)    3.035  (m)            9.96   (f) ADJUSTED    1 1
 FW0116
 FW0116.Superseded values are not recommended for survey control.
 FW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0116.See file dsdata.txt to determine how the superseded data were derived.
 FW0116
 FW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF113858(NAD 83)
 FW0116_MARKER: DB = BENCH MARK DISK
 FW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0116_STAMPING: A 311 1952
 FW0116_MARK LOGO: CGS   
 FW0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0116+STABILITY: SURFACE MOTION
 FW0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0116+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 FW0116
 FW0116  HISTORY     - Date     Condition        Report By
 FW0116  HISTORY     - 1952     MONUMENTED       CGS
 FW0116  HISTORY     - 1966     GOOD             CGS
 FW0116  HISTORY     - 1989     GOOD             USPSQD
 FW0116  HISTORY     - 19960715 GOOD             NGS
 FW0116
 FW0116                          STATION DESCRIPTION
 FW0116
 FW0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0116'4.2 MI N FROM VIRGINIA BEACH.
 FW0116'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST
 FW0116'OFFICE AT VIRGINIA BEACH, THENCE ABOUT 0.4 MILE NORTH ALONG
 FW0116'ROAD TO EAST GATE TO FORT STORY, AT THE ENTRANCE GATE TO FORT
 FW0116'STORY, 36 FEET WEST OF CENTER LINE OF ENTRANCE ROAD, 48 1/2
 FW0116'FEET SOUTHWEST OF CENTER LINE OF ENTRANCE GATE, 28 FEET SOUTH OF
 FW0116'A STEEL FENCE LINE, 35 FEET NORTH OF CENTER LINE OF 89TH STREET,
 FW0116'10 FEET WEST OF A POWER POLE, ABOUT 2 1/2 FEET ABOVE ENTRANCE
 FW0116'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FW0116
 FW0116                          STATION RECOVERY (1966)
 FW0116
 FW0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FW0116'RECOVERED IN GOOD CONDITION.
 FW0116
 FW0116                          STATION RECOVERY (1989)
 FW0116
 FW0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0116'RECOVERED IN GOOD CONDITION.
 FW0116
 FW0116                          STATION RECOVERY (1996)
 FW0116
 FW0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FW0116'THE STATION IS LOCATED JUST OUTSIDE THE EAST GATE TO FORT STORY U.S.
 FW0116'ARMY BASE IN THE CITY OF VIRGINIA BEACH, VA ON THE NORTHWEST CORNER OF
 FW0116'ATLANTIC AVE.  AND 89TH ST.  TO REACH THE STATION FROM THE JUNCTION OF
 FW0116'US 13 AND US 60 (SHORE DR) NEAR THE SOUTH END OF THE CHESAPEAKE BAY
 FW0116'BRIDGE TUNNEL, PROCEED EASTERLY ON US 60 (SHORE DR) FOR 8.1 MI (13.0
 FW0116'KM) TO AN INTERSECTION, TRAFFIC LIGHT , AND SIGNS, LEFT, FOR THE EAST
 FW0116'GATE OF FORT STORY.  TURN LEFT AT THE STOP LIGHT AND PROCEED NORTH ON
 FW0116'ATLANTIC AVE.  FOR .45 MILES (0.72 KM) TO THE EAST GATE AND THE
 FW0116'STATION ON THE LEFT.  THE STATION IS 36 FEET (11.0 M) WEST OF THE
 FW0116'CENTERLINE OF ATLANTIC AVE., 35 FEET (10.7 M) NORTH OF THE CENTERLINE
 FW0116'OF 89TH ST., 10 FEET (3.0 M) WEST OF A POWER POLE, 4 FEET (1.2 M) EAST
 FW0116'OF A WITNESS POST, AND ABOUT 2.5 FEET (0.8 M) ABOVE THE ROAD.  THE
 FW0116'STATION IS A STANDARD CGS BENCH MARK STAMPED --A 311 1952-- SET IN THE
 FW0116'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0367 ***********************************************************************
 GV0367  DESIGNATION -  A 312
 GV0367  PID         -  GV0367
 GV0367  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 GV0367  USGS QUAD   -  HAMPTON (1986)
 GV0367
 GV0367                         *CURRENT SURVEY CONTROL
 GV0367  ___________________________________________________________________
 GV0367* NAD 83(1986)-  37 00 20.     (N)    076 18 23.     (W)     SCALED    
 GV0367* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 GV0367  ___________________________________________________________________
 GV0367  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV0367  DYNAMIC HT  -           1.809 (meters)       5.93  (feet)  COMP
 GV0367  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 GV0367
 GV0367  VERT ORDER  -  FIRST     CLASS II
 GV0367
 GV0367.The horizontal coordinates were scaled from a topographic map and have
 GV0367.an estimated accuracy of +/- 6 seconds.
 GV0367
 GV0367.The orthometric height was determined by differential leveling
 GV0367.and adjusted by the National Geodetic Survey in June 1991..
 GV0367
 GV0367.The geoid height was determined by GEOID03.
 GV0367
 GV0367.The dynamic height is computed by dividing the NAVD 88
 GV0367.geopotential number by the normal gravity value computed on the
 GV0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0367.degrees latitude (g = 980.6199 gals.).
 GV0367
 GV0367.The modeled gravity was interpolated from observed gravity values.
 GV0367
 GV0367;                    North         East    Units  Estimated Accuracy
 GV0367;SPC VA S     - 1,076,870.    3,695,220.      MT  (+/- 180 meters Scaled)
 GV0367
 GV0367                          SUPERSEDED SURVEY CONTROL
 GV0367
 GV0367  NGVD 29 (??/??/??)    2.148  (m)            7.05   (f) ADJUSTED    1 2
 GV0367
 GV0367.Superseded values are not recommended for survey control.
 GV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0367.See file dsdata.txt to determine how the superseded data were derived.
 GV0367
 GV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837962(NAD 83)
 GV0367_MARKER: DB = BENCH MARK DISK
 GV0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0367_SP_SET: BUILDING
 GV0367_STAMPING: A 312 1952
 GV0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0367+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GV0367
 GV0367  HISTORY     - Date     Condition        Report By
 GV0367  HISTORY     - 1952     MONUMENTED       CGS
 GV0367  HISTORY     - 1960     GOOD             CGS
 GV0367  HISTORY     - 19910119 GOOD             USPSQD
 GV0367  HISTORY     - 20030419 GOOD             USPSQD
 GV0367  HISTORY     - 20041118 GOOD             USPSQD
 GV0367  HISTORY     - 20051103 GOOD             GEOCAC
 GV0367
 GV0367                          STATION DESCRIPTION
 GV0367
 GV0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0367'AT OLD POINT COMFORT.
 GV0367'AT OLD POINT COMFORT, ON FORT MONROE RESERVATION, LOCATED ON
 GV0367'MOAT NEAR NORTHEAST CORNER, SET VERTICALLY IN THE NORTHEAST FACE
 GV0367'OF BUILDING NO. 5, 1 1/2 FEET NORTHWEST OF EAST CORNER, ABOUT 40
 GV0367'YARDS SOUTHEAST OF CENTER LINE OF BERNARD ROAD WHICH IS OUTER
 GV0367'DRIVE AROUND MOAT AND ABOUT 3 1/2 FEET ABOVE GROUND.
 GV0367
 GV0367                          STATION RECOVERY (1960)
 GV0367
 GV0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV0367'RECOVERED IN GOOD CONDITION.
 GV0367
 GV0367                          STATION RECOVERY (1991)
 GV0367
 GV0367'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCK)
 GV0367'RECOVERED IN GOOD CONDITION.
 GV0367
 GV0367                          STATION RECOVERY (2003)
 GV0367
 GV0367'RECOVERY NOTE BY US POWER SQUADRON 2003 (FEA)
 GV0367'RECOVERED AS DESCRIBED
 GV0367
 GV0367                          STATION RECOVERY (2004)
 GV0367
 GV0367'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMA)
 GV0367'RECOVERED IN GOOD CONDITION.
 GV0367
 GV0367                          STATION RECOVERY (2005)
 GV0367
 GV0367'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0367'HANDHELD COORDINATES ARE N37-00-18.42 W076-18-24.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0543 ***********************************************************************
 GV0543  DESIGNATION -  A 313
 GV0543  PID         -  GV0543
 GV0543  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0543  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0543
 GV0543                         *CURRENT SURVEY CONTROL
 GV0543  ___________________________________________________________________
 GV0543* NAD 83(1986)-  37 07 30.     (N)    076 31 06.     (W)     SCALED    
 GV0543* NAVD 88     -         9.233  (meters)      30.29   (feet)  ADJUSTED  
 GV0543  ___________________________________________________________________
 GV0543  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 GV0543  DYNAMIC HT  -           9.226 (meters)      30.27  (feet)  COMP
 GV0543  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 GV0543  OBS GRAVITY -     979,899.7   (mgal)                       GRAV_OBS
 GV0543
 GV0543  VERT ORDER  -  FIRST     CLASS I
 GV0543
 GV0543.The horizontal coordinates were scaled from a topographic map and have
 GV0543.an estimated accuracy of +/- 6 seconds.
 GV0543
 GV0543.The orthometric height was determined by differential leveling
 GV0543.and adjusted by the National Geodetic Survey in June 1991..
 GV0543.WARNING-Repeat measurements at this control monument indicate possible
 GV0543.vertical movement.
 GV0543
 GV0543.The geoid height was determined by GEOID03.
 GV0543
 GV0543.The dynamic height is computed by dividing the NAVD 88
 GV0543.geopotential number by the normal gravity value computed on the
 GV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0543.degrees latitude (g = 980.6199 gals.).
 GV0543
 GV0543.The modeled gravity was interpolated from observed gravity values.
 GV0543.The observed gravity was obtained from relative gravimeter ties
 GV0543.to the IGSN71 gravity network.
 GV0543
 GV0543;                    North         East    Units  Estimated Accuracy
 GV0543;SPC VA S     - 1,089,700.    3,676,080.      MT  (+/- 180 meters Scaled)
 GV0543
 GV0543                          SUPERSEDED SURVEY CONTROL
 GV0543
 GV0543  NGVD 29 (??/??/??)    9.473  (m)           31.08   (f) ADJUSTED    1 1
 GV0543
 GV0543.Superseded values are not recommended for survey control.
 GV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0543.See file dsdata.txt to determine how the superseded data were derived.
 GV0543
 GV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG651098(NAD 83)
 GV0543_MARKER: DB = BENCH MARK DISK
 GV0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0543_STAMPING: A 313 1952
 GV0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0543+STABILITY: SURFACE MOTION
 GV0543
 GV0543  HISTORY     - Date     Condition        Report By
 GV0543  HISTORY     - 1952     MONUMENTED       CGS
 GV0543  HISTORY     - 1971     GOOD             NGS
 GV0543  HISTORY     - 1978     GOOD             DMA
 GV0543
 GV0543                          STATION DESCRIPTION
 GV0543
 GV0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0543'AT NEWPORT NEWS.
 GV0543'AT NEWPORT NEWS, ABOUT 0.8 MILE SOUTHEAST ALONG THE CHESAPEAKE
 GV0543'AND OHIO RAILWAY FROM THE STATE HIGHWAY 173 OVERPASS AT ORIANA
 GV0543'(A SUB-DIVISION OF NEWPORT NEWS), 50 1/2 FEET NORTHEAST OF AND
 GV0543'ACROSS THE TRACK FROM MILEPOST 22, 44.5 FEET SOUTHWEST OF THE
 GV0543'SOUTHWEST RIGHT-OF-WAY FENCE LINE OF INTERSTATE HIGHWAY 64, 32 1/2
 GV0543'FEET SOUTH OF TELEPHONE POLE NO. 468-1, 24 FEET NORTHEAST OF THE
 GV0543'NORTHEAST RAIL OF THE TRACK, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 GV0543'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 GV0543'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0543
 GV0543                          STATION RECOVERY (1978)
 GV0543
 GV0543'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1632 ***********************************************************************
 HV1632  DESIGNATION -  A 314
 HV1632  PID         -  HV1632
 HV1632  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1632  USGS QUAD   -  ALEXANDRIA (1994)
 HV1632
 HV1632                         *CURRENT SURVEY CONTROL
 HV1632  ___________________________________________________________________
 HV1632* NAD 83(1986)-  38 48 15.     (N)    077 04 12.     (W)     SCALED    
 HV1632* NAVD 88     -        12.583  (meters)      41.28   (feet)  ADJUSTED  
 HV1632  ___________________________________________________________________
 HV1632  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1632  DYNAMIC HT  -          12.576 (meters)      41.26  (feet)  COMP
 HV1632  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 HV1632
 HV1632  VERT ORDER  -  FIRST     CLASS I
 HV1632
 HV1632.The horizontal coordinates were scaled from a topographic map and have
 HV1632.an estimated accuracy of +/- 6 seconds.
 HV1632
 HV1632.The orthometric height was determined by differential leveling
 HV1632.and adjusted by the National Geodetic Survey in June 1991..
 HV1632
 HV1632.The geoid height was determined by GEOID03.
 HV1632
 HV1632.The dynamic height is computed by dividing the NAVD 88
 HV1632.geopotential number by the normal gravity value computed on the
 HV1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1632.degrees latitude (g = 980.6199 gals.).
 HV1632
 HV1632.The modeled gravity was interpolated from observed gravity values.
 HV1632
 HV1632;                    North         East    Units  Estimated Accuracy
 HV1632;SPC VA N     - 2,127,230.    3,624,210.      MT  (+/- 180 meters Scaled)
 HV1632
 HV1632                          SUPERSEDED SURVEY CONTROL
 HV1632
 HV1632  NGVD 29 (??/??/??)   12.823  (m)           42.07   (f) ADJUSTED    1 1
 HV1632
 HV1632.Superseded values are not recommended for survey control.
 HV1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1632.See file dsdata.txt to determine how the superseded data were derived.
 HV1632
 HV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH202970(NAD 83)
 HV1632_MARKER: DB = BENCH MARK DISK
 HV1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1632_SP_SET: FOUNDATION
 HV1632_STAMPING: A 314 1955
 HV1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1632
 HV1632  HISTORY     - Date     Condition        Report By
 HV1632  HISTORY     - 1955     MONUMENTED       CGS
 HV1632  HISTORY     - 1971     GOOD             NGS
 HV1632  HISTORY     - 1978     GOOD             DMA
 HV1632  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1632
 HV1632                          STATION DESCRIPTION
 HV1632
 HV1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1632'AT ALEXANDRIA.
 HV1632'AT ALEXANDRIA, ABOUT 0.4 MILE SOUTHWEST ALONG THE RICHMOND,
 HV1632'FREDERICKSBURG AND POTOMAC RAILROAD FROM THE STATION, SET IN
 HV1632'THE TOP OF THE NORTH SIDE OF A CONCRETE FOUNDATION FOR A VERTICAL
 HV1632'RAILROAD RAIL WHICH WAS FORMERLY USED AS A GATE POST, 95 1/2
 HV1632'FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY OF 4 TRACKS
 HV1632'OF THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD, 37 1/2
 HV1632'FEET SOUTH OF THE SOUTH RAIL OF THE MORE SOUTHERLY OF 2 SOUTHERN
 HV1632'RAILROAD TRACKS, 13 1/2 FEET WEST OF THE CENTER LINE OF A PAVED
 HV1632'ROAD WHICH WAS FORMERLY ROBERTS LANE BUT IS NOW CLOSED TO TRAFFIC,
 HV1632'58 FEET NORTHWEST OF A 15-INCH OAK TREE, 11 FEET SOUTH-SOUTHEAST
 HV1632'OF POWER POLE NUMBER HJ71-424C, 3 1/2 FEET EAST OF A FENCE, ABOUT
 HV1632'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT LEVEL WITH THE
 HV1632'SURFACE OF THE GROUND.
 HV1632
 HV1632                          STATION RECOVERY (1978)
 HV1632
 HV1632'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1632'RECOVERED IN GOOD CONDITION.
 HV1632
 HV1632                          STATION RECOVERY (1996)
 HV1632
 HV1632'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2478 ***********************************************************************
 HV2478  DESIGNATION -  A 315
 HV2478  PID         -  HV2478
 HV2478  STATE/COUNTY-  VA/FAIRFAX
 HV2478  USGS QUAD   -  FORT BELVOIR (1983)
 HV2478
 HV2478                         *CURRENT SURVEY CONTROL
 HV2478  ___________________________________________________________________
 HV2478* NAD 83(1986)-  38 40 04.     (N)    077 10 09.     (W)     SCALED    
 HV2478* NAVD 88     -        39.284  (meters)     128.88   (feet)  ADJUSTED  
 HV2478  ___________________________________________________________________
 HV2478  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2478  DYNAMIC HT  -          39.262 (meters)     128.81  (feet)  COMP
 HV2478  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 HV2478
 HV2478  VERT ORDER  -  FIRST     CLASS II
 HV2478
 HV2478.The horizontal coordinates were scaled from a topographic map and have
 HV2478.an estimated accuracy of +/- 6 seconds.
 HV2478
 HV2478.The orthometric height was determined by differential leveling
 HV2478.and adjusted by the National Geodetic Survey in June 1991..
 HV2478
 HV2478.The geoid height was determined by GEOID03.
 HV2478
 HV2478.The dynamic height is computed by dividing the NAVD 88
 HV2478.geopotential number by the normal gravity value computed on the
 HV2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2478.degrees latitude (g = 980.6199 gals.).
 HV2478
 HV2478.The modeled gravity was interpolated from observed gravity values.
 HV2478
 HV2478;                    North         East    Units  Estimated Accuracy
 HV2478;SPC VA N     - 2,111,960.    3,615,810.      MT  (+/- 180 meters Scaled)
 HV2478
 HV2478                          SUPERSEDED SURVEY CONTROL
 HV2478
 HV2478  NGVD 29 (??/??/??)   39.543  (m)          129.73   (f) ADJUSTED    1 2
 HV2478
 HV2478.Superseded values are not recommended for survey control.
 HV2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2478.See file dsdata.txt to determine how the superseded data were derived.
 HV2478
 HV2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH112821(NAD 83)
 HV2478_MARKER: DB = BENCH MARK DISK
 HV2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2478_STAMPING: A 315 1955
 HV2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2478+STABILITY: SURFACE MOTION
 HV2478
 HV2478  HISTORY     - Date     Condition        Report By
 HV2478  HISTORY     - 1955     MONUMENTED       CGS
 HV2478  HISTORY     - 19991115 GOOD             USPSQD
 HV2478
 HV2478                          STATION DESCRIPTION
 HV2478
 HV2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2478'5.4 MI S FROM POHICK.
 HV2478'THE STATION IS 5.4 MILES SOUTH OF POHICK CHURCH ON ROUTE 242.
 HV2478'3.6 MILES FROM THE INTERSECTION MADE BY ROUTE 242 AND U.S. 1.
 HV2478'THE DISK IS LOCATED AT THE INTERSECTION MADE BY ROUTE 242 AND
 HV2478'GUNSTEN MANOR ASPHALT ROAD ACROSS FROM SHILOH CHURCH.  SET 4
 HV2478'INCHES ABOVE THE GROUND IN CONCRETE SURROUNDED BY RED TILE.
 HV2478'IT IS 18 FEET EAST OF THE CENTER LINE OF ROUTE 242, 21 FEET WEST
 HV2478'OF THE CENTER LINE OF GUNSTON HALL ROAD, 5 FEET NORTH WEST OF
 HV2478'STEEL SIGN STATING GUNSTON HALL.  THE STANDARD BRONZE DISK IS
 HV2478'MARKED A - 315 1955.
 HV2478
 HV2478                          STATION RECOVERY (1999)
 HV2478
 HV2478'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2479 ***********************************************************************
 HV2479  DESIGNATION -  A 315 RESET
 HV2479  PID         -  HV2479
 HV2479  STATE/COUNTY-  VA/FAIRFAX
 HV2479  USGS QUAD   -  FORT BELVOIR (1983)
 HV2479
 HV2479                         *CURRENT SURVEY CONTROL
 HV2479  ___________________________________________________________________
 HV2479* NAD 83(1986)-  38 40 04.     (N)    077 10 09.     (W)     SCALED    
 HV2479* NAVD 88     -        39.103  (meters)     128.29   (feet)  ADJUSTED  
 HV2479  ___________________________________________________________________
 HV2479  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2479  DYNAMIC HT  -          39.080 (meters)     128.22  (feet)  COMP
 HV2479  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 HV2479
 HV2479  VERT ORDER  -  THIRD
 HV2479
 HV2479.The horizontal coordinates were scaled from a topographic map and have
 HV2479.an estimated accuracy of +/- 6 seconds.
 HV2479
 HV2479.The orthometric height was determined by differential leveling
 HV2479.and adjusted by the National Geodetic Survey in September 2004..
 HV2479
 HV2479.The geoid height was determined by GEOID03.
 HV2479
 HV2479.The dynamic height is computed by dividing the NAVD 88
 HV2479.geopotential number by the normal gravity value computed on the
 HV2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2479.degrees latitude (g = 980.6199 gals.).
 HV2479
 HV2479.The modeled gravity was interpolated from observed gravity values.
 HV2479
 HV2479;                    North         East    Units  Estimated Accuracy
 HV2479;SPC VA N     - 2,111,960.    3,615,810.      MT  (+/- 180 meters Scaled)
 HV2479
 HV2479                          SUPERSEDED SURVEY CONTROL
 HV2479
 HV2479  NGVD 29 (??/??/??)   39.38   (m)          129.2    (f) RESET       3  
 HV2479
 HV2479.Superseded values are not recommended for survey control.
 HV2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2479.See file dsdata.txt to determine how the superseded data were derived.
 HV2479
 HV2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH112821(NAD 83)
 HV2479_MARKER: DB = BENCH MARK DISK
 HV2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2479_SP_SET: CONCRETE POST
 HV2479_STAMPING: A 315 RESET 1966
 HV2479_MARK LOGO: CGS   
 HV2479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2479+STABILITY: SURFACE MOTION
 HV2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2479+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2479
 HV2479  HISTORY     - Date     Condition        Report By
 HV2479  HISTORY     - 1966     MONUMENTED       VADH
 HV2479  HISTORY     - 19900115 GOOD             RDA
 HV2479  HISTORY     - 19991115 GOOD             USPSQD
 HV2479
 HV2479                          STATION DESCRIPTION
 HV2479
 HV2479'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1966
 HV2479'3.6 MI S FROM POHICK.
 HV2479'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 242 FROM ITS INTERSECTION
 HV2479'WITH U.S. HIGHWAY 1 AT POHICK TO THE INTERSECTION OF GUNSTON
 HV2479'MANOR ROAD.  THE MARK IS ABOUT 100 FEET EAST ALONG GUNSTON MANOR
 HV2479'ROAD (ACROSS FROM SHILOH CHURCH) FROM THE INTERSECTION OF STATE
 HV2479'HIGHWAY 242.  93.9 FEET EAST OF THE CENTERLINE OF HIGHWAY 242,
 HV2479'25.0 FEET NORTH OF THE CENTERLINE OF GUNSTON HALL ROAD, 1.0 FOOT
 HV2479'WEST OF THE NORTH END OF A RED BOARD FENCE AND SET IN THE TOP OF
 HV2479'A CONCRETE POST PROJECTING 6 INCHES.
 HV2479
 HV2479                          STATION RECOVERY (1990)
 HV2479
 HV2479'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2479'RECOVERED IN GOOD CONDITION.
 HV2479
 HV2479                          STATION RECOVERY (1999)
 HV2479
 HV2479'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0672 ***********************************************************************
 GY0672  DESIGNATION -  A 316
 GY0672  PID         -  GY0672
 GY0672  STATE/COUNTY-  VA/BUCHANAN
 GY0672  USGS QUAD   -  HARMAN (1977)
 GY0672
 GY0672                         *CURRENT SURVEY CONTROL
 GY0672  ___________________________________________________________________
 GY0672* NAD 83(1986)-  37 21 05.     (N)    082 12 33.     (W)     SCALED    
 GY0672* NAVD 88     -       267.977  (meters)     879.19   (feet)  ADJUSTED  
 GY0672  ___________________________________________________________________
 GY0672  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY0672  DYNAMIC HT  -         267.763 (meters)     878.49  (feet)  COMP
 GY0672  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 GY0672
 GY0672  VERT ORDER  -  SECOND    CLASS 0
 GY0672
 GY0672.The horizontal coordinates were scaled from a topographic map and have
 GY0672.an estimated accuracy of +/- 6 seconds.
 GY0672
 GY0672.The orthometric height was determined by differential leveling
 GY0672.and adjusted by the National Geodetic Survey in June 1991..
 GY0672
 GY0672.The geoid height was determined by GEOID03.
 GY0672
 GY0672.The dynamic height is computed by dividing the NAVD 88
 GY0672.geopotential number by the normal gravity value computed on the
 GY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0672.degrees latitude (g = 980.6199 gals.).
 GY0672
 GY0672.The modeled gravity was interpolated from observed gravity values.
 GY0672
 GY0672;                    North         East    Units  Estimated Accuracy
 GY0672;SPC VA S     - 1,119,430.    3,171,470.      MT  (+/- 180 meters Scaled)
 GY0672
 GY0672                          SUPERSEDED SURVEY CONTROL
 GY0672
 GY0672  NGVD 29 (??/??/92)  268.176  (m)          879.84   (f) ADJ UNCH    2 0
 GY0672
 GY0672.Superseded values are not recommended for survey control.
 GY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0672.See file dsdata.txt to determine how the superseded data were derived.
 GY0672
 GY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB929345(NAD 83)
 GY0672_MARKER: DB = BENCH MARK DISK
 GY0672_SETTING: 66 = SET IN ROCK OUTCROP
 GY0672_SP_SET: ROCK CUT
 GY0672_STAMPING: A 316 1952 879.841
 GY0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0672+STABILITY: POSITION/ELEVATION WELL
 GY0672
 GY0672  HISTORY     - Date     Condition        Report By
 GY0672  HISTORY     - 1952     MONUMENTED       CGS
 GY0672  HISTORY     - 1956     GOOD             NGS
 GY0672
 GY0672                          STATION DESCRIPTION
 GY0672
 GY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0672'0.1 MI SE FROM CONWAY.
 GY0672'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0672'AT CONWAY, 1.05 MILES SOUTHEAST OF THE VRIGINIA - KENTUCKY STATE
 GY0672'LINE, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 23
 GY0672'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 229 FEET NORTHWEST
 GY0672'OF SOUTHWEST END OF NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER
 GY0672'CONWAY CREEK, 20 FEET SOUTHEAST OF SOUTHWEST END OF A 16-INCH
 GY0672'PIPE CULVERT WITH STONE HEAD WALL, ABOUT 2 1/2 FEET ABOVE
 GY0672'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0630 ***********************************************************************
 GY0630  DESIGNATION -  A 317
 GY0630  PID         -  GY0630
 GY0630  STATE/COUNTY-  VA/BUCHANAN
 GY0630  USGS QUAD   -  GRUNDY (1977)
 GY0630
 GY0630                         *CURRENT SURVEY CONTROL
 GY0630  ___________________________________________________________________
 GY0630* NAD 83(1986)-  37 21 18.     (N)    082 06 48.     (W)     SCALED    
 GY0630* NAVD 88     -       375.837  (meters)    1233.06   (feet)  ADJUSTED  
 GY0630  ___________________________________________________________________
 GY0630  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY0630  DYNAMIC HT  -         375.528 (meters)    1232.04  (feet)  COMP
 GY0630  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 GY0630
 GY0630  VERT ORDER  -  SECOND    CLASS 0
 GY0630
 GY0630.The horizontal coordinates were scaled from a topographic map and have
 GY0630.an estimated accuracy of +/- 6 seconds.
 GY0630
 GY0630.The orthometric height was determined by differential leveling
 GY0630.and adjusted by the National Geodetic Survey in June 1991..
 GY0630
 GY0630.The geoid height was determined by GEOID03.
 GY0630
 GY0630.The dynamic height is computed by dividing the NAVD 88
 GY0630.geopotential number by the normal gravity value computed on the
 GY0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0630.degrees latitude (g = 980.6199 gals.).
 GY0630
 GY0630.The modeled gravity was interpolated from observed gravity values.
 GY0630
 GY0630;                    North         East    Units  Estimated Accuracy
 GY0630;SPC VA S     - 1,119,510.    3,179,970.      MT  (+/- 180 meters Scaled)
 GY0630
 GY0630                          SUPERSEDED SURVEY CONTROL
 GY0630
 GY0630  NGVD 29 (??/??/92)  376.027  (m)         1233.68   (f) ADJ UNCH    2 0
 GY0630
 GY0630.Superseded values are not recommended for survey control.
 GY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0630.See file dsdata.txt to determine how the superseded data were derived.
 GY0630
 GY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB014348(NAD 83)
 GY0630_MARKER: DB = BENCH MARK DISK
 GY0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0630_SP_SET: CULVERT
 GY0630_STAMPING: A 317 1952 1233.682
 GY0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0630
 GY0630  HISTORY     - Date     Condition        Report By
 GY0630  HISTORY     - 1952     MONUMENTED       CGS
 GY0630  HISTORY     - 1956     GOOD             NGS
 GY0630
 GY0630                          STATION DESCRIPTION
 GY0630
 GY0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0630'3.1 MI W FROM HOME CREEK.
 GY0630'3.1 MILES WEST ALONG COUNTY ROAD 650 FROM THE POST OFFICE AND
 GY0630'MINE COMMISSARY AT HOME CREEK, SET VERTICALLY IN THE WEST FACE
 GY0630'AT SOUTH END OF THE NORTH WING WALL AT NORTHWEST END OF A 6-FOOT
 GY0630'CONCRETE BOX CULVERT UNDER NORFOLK 7 WESTERN RAILROAD, 69 FEET
 GY0630'SOUTHEAST AND ACROSS HOME CREEK FROM CENTER OF ROAD, ABOUT 15
 GY0630'YARDS SOUTHEAST OF THE CENTER OF CREEK BED, 1/2 FOOT NORTH OF
 GY0630'NORTHWEST END OF CULVERT AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0963 ***********************************************************************
 GY0963  DESIGNATION -  A 318
 GY0963  PID         -  GY0963
 GY0963  STATE/COUNTY-  VA/WISE
 GY0963  USGS QUAD   -  FLAT GAP (1978)
 GY0963
 GY0963                         *CURRENT SURVEY CONTROL
 GY0963  ___________________________________________________________________
 GY0963* NAD 83(1986)-  37 04 38.     (N)    082 42 09.     (W)     SCALED    
 GY0963* NAVD 88     -       573.926  (meters)    1882.96   (feet)  ADJUSTED  
 GY0963  ___________________________________________________________________
 GY0963  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY0963  DYNAMIC HT  -         573.424 (meters)    1881.31  (feet)  COMP
 GY0963  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GY0963
 GY0963  VERT ORDER  -  SECOND    CLASS 0
 GY0963
 GY0963.The horizontal coordinates were scaled from a topographic map and have
 GY0963.an estimated accuracy of +/- 6 seconds.
 GY0963
 GY0963.The orthometric height was determined by differential leveling
 GY0963.and adjusted by the National Geodetic Survey in June 1991..
 GY0963
 GY0963.The geoid height was determined by GEOID03.
 GY0963
 GY0963.The dynamic height is computed by dividing the NAVD 88
 GY0963.geopotential number by the normal gravity value computed on the
 GY0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0963.degrees latitude (g = 980.6199 gals.).
 GY0963
 GY0963.The modeled gravity was interpolated from observed gravity values.
 GY0963
 GY0963;                    North         East    Units  Estimated Accuracy
 GY0963;SPC VA S     - 1,090,870.    3,126,450.      MT  (+/- 180 meters Scaled)
 GY0963
 GY0963                          SUPERSEDED SURVEY CONTROL
 GY0963
 GY0963  NGVD 29 (??/??/92)  574.060  (m)         1883.40   (f) ADJ UNCH    2 0
 GY0963
 GY0963.Superseded values are not recommended for survey control.
 GY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0963.See file dsdata.txt to determine how the superseded data were derived.
 GY0963
 GY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB486047(NAD 83)
 GY0963_MARKER: DB = BENCH MARK DISK
 GY0963_SETTING: 66 = SET IN ROCK OUTCROP
 GY0963_SP_SET: ROCK OUTCROP
 GY0963_STAMPING: A 318 1953 1883.395
 GY0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0963+STABILITY: POSITION/ELEVATION WELL
 GY0963
 GY0963  HISTORY     - Date     Condition        Report By
 GY0963  HISTORY     - 1953     MONUMENTED       CGS
 GY0963  HISTORY     - 1956     POOR             NGS
 GY0963
 GY0963                          STATION DESCRIPTION
 GY0963
 GY0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0963'AT FLAT GAP.
 GY0963'AT FLAT GAP, 0.2 MILE NORTHEAST ALONG COUNTY ROAD 671 FROM THE
 GY0963'JUNCTION OF COUNTY ROAD 707 AT FLAT GAP, 0.95 MILE SOUTHWEST
 GY0963'OF FLAT GAP SCHOOL, 50 FEET WEST NORTHWEST OF THE CENTER OF ROAD
 GY0963'0.15 MILE EAST OF A LONG HILL TO A CEMETERY, 14 FEET SOUTH
 GY0963'SOUTHEAST OF THE SOUTH CORNER OF A WOODEN CHURCH BUILDING, 65
 GY0963'FEET EAST OF EAST CORNER OF A STONE GARAGE, 133 FEET EAST
 GY0963'SOUTHEAST OF EAST CORNER OF A STONE FOUNDATION OF A WHITE HOUSE,
 GY0963'SET IN THE TOP OF A SLANTING 3 BY 4-FOOT ROCK OUTCROP WHICH
 GY0963'PROJECTS ABOUT 3-INCHES ABOVE GROUND AND ABOUT 5 FEET ABOVE LEVEL
 GY0963'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0978 ***********************************************************************
 GY0978  DESIGNATION -  A 319
 GY0978  PID         -  GY0978
 GY0978  STATE/COUNTY-  VA/WISE
 GY0978  USGS QUAD   -  FLAT GAP (1978)
 GY0978
 GY0978                         *CURRENT SURVEY CONTROL
 GY0978  ___________________________________________________________________
 GY0978* NAD 83(1986)-  37 03 35.     (N)    082 40 27.     (W)     SCALED    
 GY0978* NAVD 88     -       795.551  (meters)    2610.07   (feet)  ADJUSTED  
 GY0978  ___________________________________________________________________
 GY0978  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GY0978  DYNAMIC HT  -         794.841 (meters)    2607.74  (feet)  COMP
 GY0978  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 GY0978
 GY0978  VERT ORDER  -  SECOND    CLASS 0
 GY0978
 GY0978.The horizontal coordinates were scaled from a topographic map and have
 GY0978.an estimated accuracy of +/- 6 seconds.
 GY0978
 GY0978.The orthometric height was determined by differential leveling
 GY0978.and adjusted by the National Geodetic Survey in June 1991..
 GY0978
 GY0978.The geoid height was determined by GEOID03.
 GY0978
 GY0978.The dynamic height is computed by dividing the NAVD 88
 GY0978.geopotential number by the normal gravity value computed on the
 GY0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0978.degrees latitude (g = 980.6199 gals.).
 GY0978
 GY0978.The modeled gravity was interpolated from observed gravity values.
 GY0978
 GY0978;                    North         East    Units  Estimated Accuracy
 GY0978;SPC VA S     - 1,088,820.    3,128,880.      MT  (+/- 180 meters Scaled)
 GY0978
 GY0978                          SUPERSEDED SURVEY CONTROL
 GY0978
 GY0978  NGVD 29 (??/??/92)  795.684  (m)         2610.51   (f) ADJ UNCH    2 0
 GY0978
 GY0978.Superseded values are not recommended for survey control.
 GY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0978.See file dsdata.txt to determine how the superseded data were derived.
 GY0978
 GY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB511028(NAD 83)
 GY0978_MARKER: DB = BENCH MARK DISK
 GY0978_SETTING: 66 = SET IN ROCK OUTCROP
 GY0978_SP_SET: ROCK CUT
 GY0978_STAMPING: A 319 1953 2610.507
 GY0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0978+STABILITY: POSITION/ELEVATION WELL
 GY0978
 GY0978  HISTORY     - Date     Condition        Report By
 GY0978  HISTORY     - 1953     MONUMENTED       CGS
 GY0978  HISTORY     - 1956     GOOD             NGS
 GY0978
 GY0978                          STATION DESCRIPTION
 GY0978
 GY0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0978'3.6 MI S FROM DEWEY.
 GY0978'3.65 MILES SOUTH ALONG COUNTY ROAD 620 FROM THE SCHOOL AT DEWEY,
 GY0978'ABOUT 190 YARDS SOUTHEAST AND DOWNHILL FROM THE TOP OF GRADE
 GY0978'AND FOX GAP, 18 FEET NORTH OF CENTER OF ROAD, AT THE SOUTHEAST
 GY0978'END OF A STONE QUARY, SET VERTICALLY IN THE SOUTH FACE OF A
 GY0978'10-FOOT HIGH SOLID ROCK CUT, AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1098 ***********************************************************************
 GW1098  DESIGNATION -  A 32
 GW1098  PID         -  GW1098
 GW1098  STATE/COUNTY-  VA/CAMPBELL
 GW1098  USGS QUAD   -  LYNCHBURG (1984)
 GW1098
 GW1098                         *CURRENT SURVEY CONTROL
 GW1098  ___________________________________________________________________
 GW1098* NAD 83(1986)-  37 24 23.     (N)    079 09 25.     (W)     SCALED    
 GW1098* NAVD 88     -       214.427  (meters)     703.50   (feet)  ADJUSTED  
 GW1098  ___________________________________________________________________
 GW1098  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW1098  DYNAMIC HT  -         214.267 (meters)     702.97  (feet)  COMP
 GW1098  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 GW1098
 GW1098  VERT ORDER  -  FIRST     CLASS II
 GW1098
 GW1098.The horizontal coordinates were scaled from a topographic map and have
 GW1098.an estimated accuracy of +/- 6 seconds.
 GW1098
 GW1098.The orthometric height was determined by differential leveling
 GW1098.and adjusted by the National Geodetic Survey in June 1991..
 GW1098
 GW1098.The geoid height was determined by GEOID03.
 GW1098
 GW1098.The dynamic height is computed by dividing the NAVD 88
 GW1098.geopotential number by the normal gravity value computed on the
 GW1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1098.degrees latitude (g = 980.6199 gals.).
 GW1098
 GW1098.The modeled gravity was interpolated from observed gravity values.
 GW1098
 GW1098;                    North         East    Units  Estimated Accuracy
 GW1098;SPC VA S     - 1,119,290.    3,441,840.      MT  (+/- 180 meters Scaled)
 GW1098
 GW1098                          SUPERSEDED SURVEY CONTROL
 GW1098
 GW1098  NGVD 29 (03/05/92)  214.653  (m)          704.24   (f) ADJUSTED    1 2
 GW1098
 GW1098.Superseded values are not recommended for survey control.
 GW1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1098.See file dsdata.txt to determine how the superseded data were derived.
 GW1098
 GW1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB631415(NAD 83)
 GW1098_MARKER: DB = BENCH MARK DISK
 GW1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1098_SP_SET: BLDG
 GW1098_STAMPING: 704.224 A 32 1932
 GW1098_MARK LOGO: CGS   
 GW1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1098+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 GW1098
 GW1098  HISTORY     - Date     Condition        Report By
 GW1098  HISTORY     - 1932     MONUMENTED       CGS
 GW1098  HISTORY     - 1983     GOOD             NGS
 GW1098  HISTORY     - 1990     GOOD             USPSQD
 GW1098  HISTORY     - 20051025 GOOD             GEOCAC
 GW1098
 GW1098                          STATION DESCRIPTION
 GW1098
 GW1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GW1098'AT LYNCHBURG.
 GW1098'AT LYNCHBURG, CAMPBELL COUNTY, IN THE WEST WALL OF THE SOUTHERN
 GW1098'RAILWAY STATION, AT ABOUT THE MIDDLE OF THE BUILDING, AND ABOUT
 GW1098'4 FEET ABOVE THE PAVEMENT.  A STANDARD DISK, STAMPED 704.224 A
 GW1098'32 1932 AND SET VERTICALLY.
 GW1098
 GW1098                          STATION RECOVERY (1983)
 GW1098
 GW1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1098'RECOVERED IN GOOD CONDITION.  THE 1932 DESCRIPTION IS ADEQUATE EXCEPT
 GW1098'NOTE THAT THE CITY OF LYNCHBURG IS AN INDEPENDENT CITY AND IS NOT
 GW1098'INCLUDED IN CAMPBELL COUNTY.
 GW1098
 GW1098                          STATION RECOVERY (1990)
 GW1098
 GW1098'RECOVERY NOTE BY US POWER SQUADRON 1990 (LS)
 GW1098'RECOVERED IN GOOD CONDITION.
 GW1098
 GW1098                          STATION RECOVERY (2005)
 GW1098
 GW1098'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW1098'THE STATION IS LOCATED IN THE INDEPENDENT CITY OF LYNCHBURG (NOT
 GW1098'CAMPBELL COUNTY), ON THE WEST WALL OF THE LOWER LEVEL OF THE
 GW1098'AMTRAK-GREYHOUND STATION ON KEMPER AVE.  HANDHELD COORDINATES ARE
 GW1098'N37-24-22.98 W079-09-25.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1358 ***********************************************************************
 GA1358  DESIGNATION -  A 320
 GA1358  PID         -  GA1358
 GA1358  STATE/COUNTY-  VA/WISE
 GA1358  USGS QUAD   -  APPALACHIA (1991)
 GA1358
 GA1358                         *CURRENT SURVEY CONTROL
 GA1358  ___________________________________________________________________
 GA1358* NAD 83(1986)-  36 54 33.     (N)    082 47 04.     (W)     SCALED    
 GA1358* NAVD 88     -       501.497  (meters)    1645.33   (feet)  ADJUSTED  
 GA1358  ___________________________________________________________________
 GA1358  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1358  DYNAMIC HT  -         501.058 (meters)    1643.89  (feet)  COMP
 GA1358  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 GA1358
 GA1358  VERT ORDER  -  SECOND    CLASS 0
 GA1358
 GA1358.The horizontal coordinates were scaled from a topographic map and have
 GA1358.an estimated accuracy of +/- 6 seconds.
 GA1358
 GA1358.The orthometric height was determined by differential leveling
 GA1358.and adjusted by the National Geodetic Survey in June 1991..
 GA1358
 GA1358.The geoid height was determined by GEOID03.
 GA1358
 GA1358.The dynamic height is computed by dividing the NAVD 88
 GA1358.geopotential number by the normal gravity value computed on the
 GA1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1358.degrees latitude (g = 980.6199 gals.).
 GA1358
 GA1358.The modeled gravity was interpolated from observed gravity values.
 GA1358
 GA1358;                    North         East    Units  Estimated Accuracy
 GA1358;SPC VA S     - 1,072,570.    3,118,320.      MT  (+/- 180 meters Scaled)
 GA1358
 GA1358                          SUPERSEDED SURVEY CONTROL
 GA1358
 GA1358  NGVD 29 (??/??/92)  501.617  (m)         1645.72   (f) ADJ UNCH    2 0
 GA1358
 GA1358.Superseded values are not recommended for survey control.
 GA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1358.See file dsdata.txt to determine how the superseded data were derived.
 GA1358
 GA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA410862(NAD 83)
 GA1358_MARKER: DB = BENCH MARK DISK
 GA1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1358_SP_SET: BRIDGE
 GA1358_STAMPING: A 320 1953 1645.722
 GA1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1358
 GA1358  HISTORY     - Date     Condition        Report By
 GA1358  HISTORY     - 1953     MONUMENTED       CGS
 GA1358  HISTORY     - 1956     GOOD             NGS
 GA1358
 GA1358                          STATION DESCRIPTION
 GA1358
 GA1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1358'0.6 MI N FROM APPALACHIA.
 GA1358'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE AT
 GA1358'APPALACHIA, THENCE 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 78,
 GA1358'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 150-FOOT
 GA1358'HIGHWAY BRIDGE OVER CALLAHAN CREEK, ABOUT 50 YARDS SOUTH AND
 GA1358'ACROSS HIGHWAY FROM INTERSTATE RAILROAD FREIGHT STATION, 24 FEET
 GA1358'SOUTH OF CENTER LINE OF HIGHWAY, 2 1/2 FEET SOUTH OF CONCRETE
 GA1358'GUARD RAIL AND ABOUT 1/2 FOOT ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1582 ***********************************************************************
 GA1582  DESIGNATION -  A 321
 GA1582  PID         -  GA1582
 GA1582  STATE/COUNTY-  VA/LEE
 GA1582  USGS QUAD   -  EVARTS (1954)
 GA1582
 GA1582                         *CURRENT SURVEY CONTROL
 GA1582  ___________________________________________________________________
 GA1582* NAD 83(1986)-  36 45 41.     (N)    083 07 32.     (W)     SCALED    
 GA1582* NAVD 88     -       600.975  (meters)    1971.70   (feet)  ADJUSTED  
 GA1582  ___________________________________________________________________
 GA1582  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1582  DYNAMIC HT  -         600.442 (meters)    1969.95  (feet)  COMP
 GA1582  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1582
 GA1582  VERT ORDER  -  SECOND    CLASS 0
 GA1582
 GA1582.The horizontal coordinates were scaled from a topographic map and have
 GA1582.an estimated accuracy of +/- 6 seconds.
 GA1582
 GA1582.The orthometric height was determined by differential leveling
 GA1582.and adjusted by the National Geodetic Survey in June 1991..
 GA1582
 GA1582.The geoid height was determined by GEOID03.
 GA1582
 GA1582.The dynamic height is computed by dividing the NAVD 88
 GA1582.geopotential number by the normal gravity value computed on the
 GA1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1582.degrees latitude (g = 980.6199 gals.).
 GA1582
 GA1582.The modeled gravity was interpolated from observed gravity values.
 GA1582
 GA1582;                    North         East    Units  Estimated Accuracy
 GA1582;SPC VA S     - 1,057,620.    3,087,150.      MT  (+/- 180 meters Scaled)
 GA1582
 GA1582                          SUPERSEDED SURVEY CONTROL
 GA1582
 GA1582  NGVD 29 (??/??/92)  601.103  (m)         1972.12   (f) ADJ UNCH    2 0
 GA1582
 GA1582.Superseded values are not recommended for survey control.
 GA1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1582.See file dsdata.txt to determine how the superseded data were derived.
 GA1582
 GA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA102705(NAD 83)
 GA1582_MARKER: DB = BENCH MARK DISK
 GA1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1582_STAMPING: A 321 1953 1972.119
 GA1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1582+STABILITY: SURFACE MOTION
 GA1582
 GA1582  HISTORY     - Date     Condition        Report By
 GA1582  HISTORY     - 1953     MONUMENTED       CGS
 GA1582  HISTORY     - 1956     GOOD             NGS
 GA1582
 GA1582                          STATION DESCRIPTION
 GA1582
 GA1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1582'7.4 MI NW FROM PENNINGTON GAP.
 GA1582'ABOUT 7.45 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1582'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, AT THE TOP OF
 GA1582'GRADE AND AT THE KENTUCKY-VIRGINIA STATE LINE, ABOUT 40 YARDS EAST
 GA1582'OF THE TOP OF GRADE AND PUMP OF A TEXACO SERVICE STATION, 34 FEET
 GA1582'SOUTH OF CENTER LINE OF HIGHWAY 1 FOOT SOUTH OF SOUTH POST OF A
 GA1582'VIRGINIA WELCOME AND SPEED LIMIT SIGN, 9 1/2 FEET SOUTH OF AN
 GA1582'IRON MARKER NO. Z 251 - LEE COUNTY VIRGINIA, ABOUT 5 FEET ABOVE
 GA1582'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA1582'4 INCHES.  NOTE-- MARK IS ABOUT 7.8 MILES EAST ALONG U.S. HIGHWAY
 GA1582'421 FROM THE JUNCTION OF STATE HIGHWAY 217 AT CAWOOD, HARLAN
 GA1582'COUNTY, KENTUCKY.
 GA1582
 GA1582                          STATION RECOVERY (1956)
 GA1582
 GA1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1290 ***********************************************************************
 GA1290  DESIGNATION -  A 322
 GA1290  PID         -  GA1290
 GA1290  STATE/COUNTY-  VA/WISE
 GA1290  USGS QUAD   -  APPALACHIA (1991)
 GA1290
 GA1290                         *CURRENT SURVEY CONTROL
 GA1290  ___________________________________________________________________
 GA1290* NAD 83(1986)-  36 52 41.     (N)    082 50 30.     (W)     SCALED    
 GA1290* NAVD 88     -       580.691  (meters)    1905.15   (feet)  ADJUSTED  
 GA1290  ___________________________________________________________________
 GA1290  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1290  DYNAMIC HT  -         580.172 (meters)    1903.45  (feet)  COMP
 GA1290  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 GA1290
 GA1290  VERT ORDER  -  SECOND    CLASS 0
 GA1290
 GA1290.The horizontal coordinates were scaled from a topographic map and have
 GA1290.an estimated accuracy of +/- 6 seconds.
 GA1290
 GA1290.The orthometric height was determined by differential leveling
 GA1290.and adjusted by the National Geodetic Survey in June 1991..
 GA1290
 GA1290.The geoid height was determined by GEOID03.
 GA1290
 GA1290.The dynamic height is computed by dividing the NAVD 88
 GA1290.geopotential number by the normal gravity value computed on the
 GA1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1290.degrees latitude (g = 980.6199 gals.).
 GA1290
 GA1290.The modeled gravity was interpolated from observed gravity values.
 GA1290
 GA1290;                    North         East    Units  Estimated Accuracy
 GA1290;SPC VA S     - 1,069,350.    3,113,070.      MT  (+/- 180 meters Scaled)
 GA1290
 GA1290                          SUPERSEDED SURVEY CONTROL
 GA1290
 GA1290  NGVD 29 (??/??/92)  580.800  (m)         1905.51   (f) ADJ UNCH    2 0
 GA1290
 GA1290.Superseded values are not recommended for survey control.
 GA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1290.See file dsdata.txt to determine how the superseded data were derived.
 GA1290
 GA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA358829(NAD 83)
 GA1290_MARKER: DB = BENCH MARK DISK
 GA1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1290_SP_SET: OVERPASS
 GA1290_STAMPING: A 322 1953
 GA1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1290
 GA1290  HISTORY     - Date     Condition        Report By
 GA1290  HISTORY     - 1953     MONUMENTED       CGS
 GA1290  HISTORY     - 1956     GOOD             NGS
 GA1290
 GA1290                          STATION DESCRIPTION
 GA1290
 GA1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1290'0.6 MI E FROM EXETER.
 GA1290'0.55 MILE EAST ALONG STATE HIGHWAY 68 FROM THE CHURCH AND
 GA1290'STORE AT EXETER, ABOUT 0.5 MILE WEST OF A SCHOOL, IN THE TOP OF
 GA1290'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE FIRST WOODEN
 GA1290'PIER NORTH OF HIGHWAY OF OVERPASS OF THE STONEGA COKE AND COAL
 GA1290'COMPANY MINE RAILROAD TRESTLE OVER HIGHWAY AND PIGEON CREEK,
 GA1290'14 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 GA1290'WITH HIGHWAY.
 GA1290
 GA1290                          STATION RECOVERY (1956)
 GA1290
 GA1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0426 ***********************************************************************
 FX0426  DESIGNATION -  A 323 RESET 1958
 FX0426  PID         -  FX0426
 FX0426  STATE/COUNTY-  VA/C OF NORFOLK
 FX0426  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0426
 FX0426                         *CURRENT SURVEY CONTROL
 FX0426  ___________________________________________________________________
 FX0426* NAD 83(1986)-  36 48 36.     (N)    076 19 03.     (W)     SCALED    
 FX0426* NAVD 88     -         2.05   (+/-2cm)       6.7    (feet)  VERTCON   
 FX0426  ___________________________________________________________________
 FX0426  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX0426
 FX0426  VERT ORDER  -  THIRD (See Below)
 FX0426
 FX0426.The horizontal coordinates were scaled from a topographic map and have
 FX0426.an estimated accuracy of +/- 6 seconds.
 FX0426
 FX0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0426.The vertical order pertains to the NGVD 29 superseded value.
 FX0426
 FX0426.The geoid height was determined by GEOID03.
 FX0426
 FX0426;                    North         East    Units  Estimated Accuracy
 FX0426;SPC VA S     - 1,055,150.    3,694,730.      MT  (+/- 180 meters Scaled)
 FX0426
 FX0426                          SUPERSEDED SURVEY CONTROL
 FX0426
 FX0426  NGVD 29 (??/??/??)    2.33   (m)            7.6    (f) RESET       3  
 FX0426
 FX0426.Superseded values are not recommended for survey control.
 FX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0426.See file dsdata.txt to determine how the superseded data were derived.
 FX0426
 FX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF824746(NAD 83)
 FX0426_MARKER: DD = SURVEY DISK
 FX0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0426_SP_SET: BRIDGE
 FX0426_STAMPING: A 323 RESET 1958
 FX0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0426
 FX0426  HISTORY     - Date     Condition        Report By
 FX0426  HISTORY     - 1958     MONUMENTED       VADH
 FX0426  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0426  HISTORY     - 19991023 POOR             USPSQD
 FX0426  HISTORY     - 20060121 POOR             USPSQD
 FX0426
 FX0426                          STATION DESCRIPTION
 FX0426
 FX0426'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1958
 FX0426'0.6 MI NE FROM CRADDOCK.
 FX0426'0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 17 (GEORGE WASHINGTON
 FX0426'HIGHWAY) FROM CRADDOCK, VIRGINIA, AT THE SOUTH PORTSMOUTH
 FX0426'CITY LIMITS, LOCATED AT INTERSECTION OF ALABAMA AVENUE AND GEORGE
 FX0426'WASHINGTON HIGHWAY, ON TOP OF THE SOUTHWEST ABUTMENT WING OF
 FX0426'CONCRETE BRIDGE OVER PARADISE CREEK, 35 FEET EAST OF THE
 FX0426'CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE HANDRAIL OF THE
 FX0426'SOUTH ABUTMENT.
 FX0426
 FX0426                          STATION RECOVERY (1978)
 FX0426
 FX0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0426'NOT RECOVERED.
 FX0426
 FX0426                          STATION RECOVERY (1999)
 FX0426
 FX0426'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0426'MARK RECOVERED IN POOR CONDITION.
 FX0426
 FX0426                          STATION RECOVERY (2006)
 FX0426
 FX0426'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0426'DISK IS MISSING BUT PIN STILL IN PLACE
 FX0426' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0891 ***********************************************************************
 FX0891  DESIGNATION -  A 324
 FX0891  PID         -  FX0891
 FX0891  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0891  USGS QUAD   -  CHUCKATUCK (1990)
 FX0891
 FX0891                         *CURRENT SURVEY CONTROL
 FX0891  ___________________________________________________________________
 FX0891* NAD 83(1986)-  36 50 03.     (N)    076 35 05.     (W)     SCALED    
 FX0891* NAVD 88     -        19.870  (meters)      65.19   (feet)  ADJUSTED  
 FX0891  ___________________________________________________________________
 FX0891  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FX0891  DYNAMIC HT  -          19.855 (meters)      65.14  (feet)  COMP
 FX0891  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 FX0891
 FX0891  VERT ORDER  -  FIRST     CLASS II
 FX0891
 FX0891.The horizontal coordinates were scaled from a topographic map and have
 FX0891.an estimated accuracy of +/- 6 seconds.
 FX0891
 FX0891.The orthometric height was determined by differential leveling
 FX0891.and adjusted by the National Geodetic Survey in June 1991..
 FX0891
 FX0891.The geoid height was determined by GEOID03.
 FX0891
 FX0891.The dynamic height is computed by dividing the NAVD 88
 FX0891.geopotential number by the normal gravity value computed on the
 FX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0891.degrees latitude (g = 980.6199 gals.).
 FX0891
 FX0891.The modeled gravity was interpolated from observed gravity values.
 FX0891
 FX0891;                    North         East    Units  Estimated Accuracy
 FX0891;SPC VA S     - 1,057,310.    3,670,840.      MT  (+/- 180 meters Scaled)
 FX0891
 FX0891                          SUPERSEDED SURVEY CONTROL
 FX0891
 FX0891  NGVD 29 (??/??/92)   20.263  (m)           66.48   (f) ADJ UNCH    1 2
 FX0891
 FX0891.Superseded values are not recommended for survey control.
 FX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0891.See file dsdata.txt to determine how the superseded data were derived.
 FX0891
 FX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF586776(NAD 83)
 FX0891_MARKER: DB = BENCH MARK DISK
 FX0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0891_STAMPING: A 324 1953
 FX0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0891+STABILITY: SURFACE MOTION
 FX0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0891+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 FX0891
 FX0891  HISTORY     - Date     Condition        Report By
 FX0891  HISTORY     - 1953     MONUMENTED       CGS
 FX0891  HISTORY     - 1960     GOOD             NGS
 FX0891  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0891  HISTORY     - 20040330 GOOD             VADOT
 FX0891
 FX0891                          STATION DESCRIPTION
 FX0891
 FX0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0891'1.8 MI S FROM CHUCKATUCK.
 FX0891'1.8 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGH SCHOOL
 FX0891'AT CHUCKATUCK, 29 FEET EAST OF CENTER LINE OF HIGHWAY, 365 FEET
 FX0891'NORTH OF CENTER OF JUNCTION OF A ROAD NORTHWEST, 223 FEET
 FX0891'NORTH OF CENTER OF JUNCTION OF A ROAD EAST, 44 FEET
 FX0891'SOUTH-SOUTHEAST AND ACROSS A DRIVE EAST FROM TELEPHONE POLE
 FX0891'NO. 407, 10 1/2 FEET SOUTH OF CENTER LINE OF DRIVE EAST, 4 1/2
 FX0891'FEET WEST OF POWER POLE NO. 1404-1, 2 FEET WEST OF A WHITE
 FX0891'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 FX0891'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0891
 FX0891                          STATION RECOVERY (1960)
 FX0891
 FX0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0891'RECOVERED IN GOOD CONDITION.
 FX0891
 FX0891                          STATION RECOVERY (2002)
 FX0891
 FX0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0891'MARK NOT FOUND.
 FX0891
 FX0891                          STATION RECOVERY (2004)
 FX0891
 FX0891'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2004 (JLB)
 FX0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1031 ***********************************************************************
 FX1031  DESIGNATION -  A 325
 FX1031  PID         -  FX1031
 FX1031  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1031  USGS QUAD   -  FRANKLIN (1986)
 FX1031
 FX1031                         *CURRENT SURVEY CONTROL
 FX1031  ___________________________________________________________________
 FX1031* NAD 83(1986)-  36 42 04.     (N)    076 59 45.     (W)     SCALED    
 FX1031* NAVD 88     -        11.075  (meters)      36.34   (feet)  POSTED    
 FX1031  ___________________________________________________________________
 FX1031  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 FX1031  DYNAMIC HT  -          11.070 (meters)      36.32  (feet)  COMP
 FX1031  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 FX1031
 FX1031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1031
 FX1031.The horizontal coordinates were scaled from a topographic map and have
 FX1031.an estimated accuracy of +/- 6 seconds.
 FX1031
 FX1031.The orthometric height was determined by differential leveling
 FX1031.and adjusted by the National Geodetic Survey in 1992..
 FX1031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1031.rate of 0.0 thru 1.0 mm/km.
 FX1031
 FX1031.The geoid height was determined by GEOID03.
 FX1031
 FX1031.The dynamic height is computed by dividing the NAVD 88
 FX1031.geopotential number by the normal gravity value computed on the
 FX1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1031.degrees latitude (g = 980.6199 gals.).
 FX1031
 FX1031.The modeled gravity was interpolated from observed gravity values.
 FX1031
 FX1031;                    North         East    Units  Estimated Accuracy
 FX1031;SPC VA S     - 1,041,890.    3,634,410.      MT  (+/- 180 meters Scaled)
 FX1031
 FX1031                          SUPERSEDED SURVEY CONTROL
 FX1031
 FX1031  NGVD 29 (??/??/92)   11.532  (m)           37.83   (f) ADJ UNCH    1 2
 FX1031
 FX1031.Superseded values are not recommended for survey control.
 FX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1031.See file dsdata.txt to determine how the superseded data were derived.
 FX1031
 FX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF217635(NAD 83)
 FX1031_MARKER: DB = BENCH MARK DISK
 FX1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1031_STAMPING: A 325 1953
 FX1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1031+STABILITY: SURFACE MOTION
 FX1031
 FX1031  HISTORY     - Date     Condition        Report By
 FX1031  HISTORY     - 1953     MONUMENTED       CGS
 FX1031  HISTORY     - 1960     GOOD             NGS
 FX1031
 FX1031                          STATION DESCRIPTION
 FX1031
 FX1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1031'4 MI NW FROM FRANKLIN.
 FX1031'4.0 MILES NORTHWEST ALONG THE ATLANTIC AND DANVILLE RAILROAD
 FX1031'FROM THE STATION AT FRANKLIN, 0.9 MILE EAST OF STATION SIGN AND
 FX1031'CROSSING OF BLACK TOP ROAD 650 AT STORY, 51-1/2 FEET SOUTHEAST
 FX1031'AND ACROSS TRACK FROM MILE POST 42, 27-1/2 FEET SOUTH OF SOUTH
 FX1031'RAIL, 3 FEET EAST OF FIRST POLE EAST OF A FIELD ROAD CROSSING,
 FX1031'94 FEET SOUTHEAST OF CENTER OF FIELD ROAD CROSSING, IN LINE WITH
 FX1031'ROW OF TELEPHONE POLES, 1 FOOT BELOW LEVEL OF TRACK, AND SET
 FX1031'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THE ATLANTIC
 FX1031'AND DANVILLE RAILROAD, FORMERLY THE SOUTHERN RAILROAD.  A U.S.C.
 FX1031'AND G.S. WITNESS POST WAS PLACED 2 FEET WEST OF THE MARK AT THIS
 FX1031'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1993 ***********************************************************************
 GX1993  DESIGNATION -  A 326
 GX1993  PID         -  GX1993
 GX1993  STATE/COUNTY-  VA/TAZEWELL
 GX1993  USGS QUAD   -  AMONATE (1977)
 GX1993
 GX1993                         *CURRENT SURVEY CONTROL
 GX1993  ___________________________________________________________________
 GX1993* NAD 83(1986)-  37 09 27.     (N)    081 42 29.     (W)     SCALED    
 GX1993* NAVD 88     -       659.476  (meters)    2163.63   (feet)  ADJUSTED  
 GX1993  ___________________________________________________________________
 GX1993  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GX1993  DYNAMIC HT  -         658.886 (meters)    2161.70  (feet)  COMP
 GX1993  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 GX1993
 GX1993  VERT ORDER  -  SECOND    CLASS 0
 GX1993
 GX1993.The horizontal coordinates were scaled from a topographic map and have
 GX1993.an estimated accuracy of +/- 6 seconds.
 GX1993
 GX1993.The orthometric height was determined by differential leveling
 GX1993.and adjusted by the National Geodetic Survey in June 1991..
 GX1993
 GX1993.The geoid height was determined by GEOID03.
 GX1993
 GX1993.The dynamic height is computed by dividing the NAVD 88
 GX1993.geopotential number by the normal gravity value computed on the
 GX1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1993.degrees latitude (g = 980.6199 gals.).
 GX1993
 GX1993.The modeled gravity was interpolated from observed gravity values.
 GX1993
 GX1993;                    North         East    Units  Estimated Accuracy
 GX1993;SPC VA S     - 1,096,300.    3,215,100.      MT  (+/- 180 meters Scaled)
 GX1993
 GX1993                          SUPERSEDED SURVEY CONTROL
 GX1993
 GX1993  NGVD 29 (??/??/92)  659.600  (m)         2164.04   (f) ADJ UNCH    2 0
 GX1993
 GX1993.Superseded values are not recommended for survey control.
 GX1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1993.See file dsdata.txt to determine how the superseded data were derived.
 GX1993
 GX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB371125(NAD 83)
 GX1993_MARKER: DB = BENCH MARK DISK
 GX1993_SETTING: 66 = SET IN ROCK OUTCROP
 GX1993_SP_SET: SET IN ROCK OUTCROP
 GX1993_STAMPING: A 326 1958
 GX1993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1993+STABILITY: POSITION/ELEVATION WELL
 GX1993
 GX1993  HISTORY     - Date     Condition        Report By
 GX1993  HISTORY     - 1958     MONUMENTED       CGS
 GX1993
 GX1993                          STATION DESCRIPTION
 GX1993
 GX1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1993'1.2 MI N FROM BANDY.
 GX1993'1.25 MILES NORTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1993'BANDY, AT THE JUNCTION OF ROAD NO. 612, 69 FEET WEST AND ACROSS
 GX1993'INDIAN CREEK FROM CENTER LINE OF ROAD 627, 144 FEET NORTH OF
 GX1993'CENTER LINE OF ROAD 612 AT CENTER OF BRIDGE OVER INDIAN CREEK,
 GX1993'51 FEET WEST OF AN 18-INCH SYCAMORE TREE, IN THE TOP OF A 6-FOOT
 GX1993'EMBEDDED BOULDER AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0641 ***********************************************************************
 GY0641  DESIGNATION -  A 328
 GY0641  PID         -  GY0641
 GY0641  STATE/COUNTY-  VA/BUCHANAN
 GY0641  USGS QUAD   -  HURLEY (1977)
 GY0641
 GY0641                         *CURRENT SURVEY CONTROL
 GY0641  ___________________________________________________________________
 GY0641* NAD 83(1986)-  37 25 11.     (N)    082 01 13.     (W)     SCALED    
 GY0641* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 GY0641  ___________________________________________________________________
 GY0641  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0641  DYNAMIC HT  -         295.093 (meters)     968.15  (feet)  COMP
 GY0641  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GY0641
 GY0641  VERT ORDER  -  SECOND    CLASS 0
 GY0641
 GY0641.The horizontal coordinates were scaled from a topographic map and have
 GY0641.an estimated accuracy of +/- 6 seconds.
 GY0641
 GY0641.The orthometric height was determined by differential leveling
 GY0641.and adjusted by the National Geodetic Survey in June 1991..
 GY0641
 GY0641.The geoid height was determined by GEOID03.
 GY0641
 GY0641.The dynamic height is computed by dividing the NAVD 88
 GY0641.geopotential number by the normal gravity value computed on the
 GY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0641.degrees latitude (g = 980.6199 gals.).
 GY0641
 GY0641.The modeled gravity was interpolated from observed gravity values.
 GY0641
 GY0641;                    North         East    Units  Estimated Accuracy
 GY0641;SPC VA S     - 1,126,370.    3,188,470.      MT  (+/- 180 meters Scaled)
 GY0641
 GY0641                          SUPERSEDED SURVEY CONTROL
 GY0641
 GY0641  NGVD 29 (??/??/92)  295.532  (m)          969.59   (f) ADJ UNCH    2 0
 GY0641
 GY0641.Superseded values are not recommended for survey control.
 GY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0641.See file dsdata.txt to determine how the superseded data were derived.
 GY0641
 GY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB097419(NAD 83)
 GY0641_MARKER: DB = BENCH MARK DISK
 GY0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0641_SP_SET: BRIDGE
 GY0641_STAMPING: A 328 1958
 GY0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0641
 GY0641  HISTORY     - Date     Condition        Report By
 GY0641  HISTORY     - 1958     MONUMENTED       CGS
 GY0641
 GY0641                          STATION DESCRIPTION
 GY0641
 GY0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0641'AT HURLEY.
 GY0641'AT HURLEY, ABOUT 80 YARDS SOUTH ALONG ROAD NO. 650 FROM THE
 GY0641'JUNCTION OF ROAD NO. 643, IN THE TOP OF WEST END OF NORTH
 GY0641'ABUTMENT OF A 105-FOOT CONCRETE BRIDGE OVER KNOX CREEK, 14 1/2
 GY0641'FEET WEST OF CENTER LINE OF BRIDGE FLOOR, 1/2 FOOT WEST OF
 GY0641'CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1712 ***********************************************************************
 GX1712  DESIGNATION -  A 329
 GX1712  PID         -  GX1712
 GX1712  STATE/COUNTY-  VA/BUCHANAN
 GX1712  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1712
 GX1712                         *CURRENT SURVEY CONTROL
 GX1712  ___________________________________________________________________
 GX1712* NAD 83(1986)-  37 14 46.     (N)    081 55 28.     (W)     SCALED    
 GX1712* NAVD 88     -       488.798  (meters)    1603.66   (feet)  ADJUSTED  
 GX1712  ___________________________________________________________________
 GX1712  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX1712  DYNAMIC HT  -         488.387 (meters)    1602.32  (feet)  COMP
 GX1712  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 GX1712
 GX1712  VERT ORDER  -  SECOND    CLASS 0
 GX1712
 GX1712.The horizontal coordinates were scaled from a topographic map and have
 GX1712.an estimated accuracy of +/- 6 seconds.
 GX1712
 GX1712.The orthometric height was determined by differential leveling
 GX1712.and adjusted by the National Geodetic Survey in June 1991..
 GX1712
 GX1712.The geoid height was determined by GEOID03.
 GX1712
 GX1712.The dynamic height is computed by dividing the NAVD 88
 GX1712.geopotential number by the normal gravity value computed on the
 GX1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1712.degrees latitude (g = 980.6199 gals.).
 GX1712
 GX1712.The modeled gravity was interpolated from observed gravity values.
 GX1712
 GX1712;                    North         East    Units  Estimated Accuracy
 GX1712;SPC VA S     - 1,106,810.    3,196,250.      MT  (+/- 180 meters Scaled)
 GX1712
 GX1712                          SUPERSEDED SURVEY CONTROL
 GX1712
 GX1712  NGVD 29 (??/??/92)  488.968  (m)         1604.22   (f) ADJ UNCH    2 0
 GX1712
 GX1712.Superseded values are not recommended for survey control.
 GX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1712.See file dsdata.txt to determine how the superseded data were derived.
 GX1712
 GX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB180225(NAD 83)
 GX1712_MARKER: DB = BENCH MARK DISK
 GX1712_SETTING: 66 = SET IN ROCK OUTCROP
 GX1712_SP_SET: ROCK CUT
 GX1712_STAMPING: A 329 1958
 GX1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1712+STABILITY: POSITION/ELEVATION WELL
 GX1712
 GX1712  HISTORY     - Date     Condition        Report By
 GX1712  HISTORY     - 1958     MONUMENTED       CGS
 GX1712
 GX1712                          STATION DESCRIPTION
 GX1712
 GX1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1712'1 MI NW FROM PILGRIM KNOB.
 GX1712'1.05 MILES NORTHWEST ALONG ROAD NO. 638 FROM THE JUNCTION OF
 GX1712'ROAD NO. 680 AND THE POST OFFICE AT PILGRIM KNOB, 0.95 MILE
 GX1712'SOUTHEAST OF A TRIPLE PIPE CULVERT FOR SPRUCEPINE BRANCH, 16 FEET
 GX1712'EAST-NORTHEAST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE
 GX1712'WEST-SOUTHWEST FACE OF A 6 1/2-FOOT HIGH AND 40-FOOT WIDE LAYER
 GX1712'OF SOLID CUT ROCK AT BOTTOM OF 20-FOOT HIGH ROCK CUT, 3 1/2 FEET
 GX1712'ABOVE THE GROUND, IN THE SOUTHEAST HALF OF A 0.15 MILE LONG CUT,
 GX1712'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA2673 ***********************************************************************
 GA2673  DESIGNATION -  A 33
 GA2673  PID         -  GA2673
 GA2673  STATE/COUNTY-  VA/LEE
 GA2673  USGS QUAD   -  VARILLA (1991)
 GA2673
 GA2673                         *CURRENT SURVEY CONTROL
 GA2673  ___________________________________________________________________
 GA2673* NAD 83(1986)-  36 37 56.     (N)    083 31 24.     (W)     SCALED    
 GA2673* NAVD 88     -       403.664  (meters)    1324.35   (feet)  ADJUSTED  
 GA2673  ___________________________________________________________________
 GA2673  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GA2673  DYNAMIC HT  -         403.308 (meters)    1323.19  (feet)  COMP
 GA2673  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 GA2673
 GA2673  VERT ORDER  -  SECOND    CLASS 0
 GA2673
 GA2673.The horizontal coordinates were scaled from a topographic map and have
 GA2673.an estimated accuracy of +/- 6 seconds.
 GA2673
 GA2673.The orthometric height was determined by differential leveling
 GA2673.and adjusted by the National Geodetic Survey in June 1991..
 GA2673
 GA2673.The geoid height was determined by GEOID03.
 GA2673
 GA2673.The dynamic height is computed by dividing the NAVD 88
 GA2673.geopotential number by the normal gravity value computed on the
 GA2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA2673.degrees latitude (g = 980.6199 gals.).
 GA2673
 GA2673.The modeled gravity was interpolated from observed gravity values.
 GA2673
 GA2673;                    North         East    Units  Estimated Accuracy
 GA2673;SPC VA S     - 1,045,120.    3,050,920.      MT  (+/- 180 meters Scaled)
 GA2673
 GA2673                          SUPERSEDED SURVEY CONTROL
 GA2673
 GA2673  NGVD 29 (??/??/92)  403.809  (m)         1324.83   (f) ADJ UNCH    2 0
 GA2673
 GA2673.Superseded values are not recommended for survey control.
 GA2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA2673.See file dsdata.txt to determine how the superseded data were derived.
 GA2673
 GA2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA743570(NAD 83)
 GA2673_MARKER: DB = BENCH MARK DISK
 GA2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA2673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA2673_STAMPING: A 33 1934
 GA2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA2673+STABILITY: SURFACE MOTION
 GA2673
 GA2673  HISTORY     - Date     Condition        Report By
 GA2673  HISTORY     - 1934     MONUMENTED       CGS
 GA2673
 GA2673                          STATION DESCRIPTION
 GA2673
 GA2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA2673'1.5 MI SW FROM CAYLOR.
 GA2673'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA2673'FROM CAYLOR, LEE COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 229,
 GA2673'AND 16 FEET NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED
 GA2673'A 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1722 ***********************************************************************
 GX1722  DESIGNATION -  A 330
 GX1722  PID         -  GX1722
 GX1722  STATE/COUNTY-  VA/BUCHANAN
 GX1722  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1722
 GX1722                         *CURRENT SURVEY CONTROL
 GX1722  ___________________________________________________________________
 GX1722* NAD 83(1986)-  37 11 11.     (N)    081 57 09.     (W)     SCALED    
 GX1722* NAVD 88     -       487.435  (meters)    1599.19   (feet)  ADJUSTED  
 GX1722  ___________________________________________________________________
 GX1722  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1722  DYNAMIC HT  -         487.020 (meters)    1597.83  (feet)  COMP
 GX1722  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GX1722
 GX1722  VERT ORDER  -  SECOND    CLASS 0
 GX1722
 GX1722.The horizontal coordinates were scaled from a topographic map and have
 GX1722.an estimated accuracy of +/- 6 seconds.
 GX1722
 GX1722.The orthometric height was determined by differential leveling
 GX1722.and adjusted by the National Geodetic Survey in June 1991..
 GX1722
 GX1722.The geoid height was determined by GEOID03.
 GX1722
 GX1722.The dynamic height is computed by dividing the NAVD 88
 GX1722.geopotential number by the normal gravity value computed on the
 GX1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1722.degrees latitude (g = 980.6199 gals.).
 GX1722
 GX1722.The modeled gravity was interpolated from observed gravity values.
 GX1722
 GX1722;                    North         East    Units  Estimated Accuracy
 GX1722;SPC VA S     - 1,100,270.    3,193,520.      MT  (+/- 180 meters Scaled)
 GX1722
 GX1722                          SUPERSEDED SURVEY CONTROL
 GX1722
 GX1722  NGVD 29 (??/??/92)  487.601  (m)         1599.74   (f) ADJ UNCH    2 0
 GX1722
 GX1722.Superseded values are not recommended for survey control.
 GX1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1722.See file dsdata.txt to determine how the superseded data were derived.
 GX1722
 GX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB154159(NAD 83)
 GX1722_MARKER: DB = BENCH MARK DISK
 GX1722_SETTING: 66 = SET IN ROCK OUTCROP
 GX1722_SP_SET: ROCK CUT
 GX1722_STAMPING: A 330 1958
 GX1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1722+STABILITY: POSITION/ELEVATION WELL
 GX1722
 GX1722  HISTORY     - Date     Condition        Report By
 GX1722  HISTORY     - 1958     MONUMENTED       CGS
 GX1722  HISTORY     - 1963     GOOD             NGS
 GX1722
 GX1722                          STATION DESCRIPTION
 GX1722
 GX1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1722'0.6 MI SE FROM MARVIN.
 GX1722'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION
 GX1722'OF ROAD NO. 680 AT MARVIN, 16 FEET SOUTHEAST OF CENTER LINE OF
 GX1722'HIGHWAY, SET VERTICALLY IN THE NORTHWEST FACE OF A 2-FOOT HIGH
 GX1722'LAYER OF CUT ROCK AT THE BOTTOM OF DIRT CUT BANK, 2 1/2 FEET
 GX1722'ABOVE THE BOTTOM OF DITCH, 28 YARDS NORTHEAST OF THE NORTHEAST
 GX1722'END OF A CURVE AND AT THE SOUTHWEST END OF ANOTHER CURVE, AND
 GX1722'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GX1722
 GX1722                          STATION RECOVERY (1963)
 GX1722
 GX1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1962 ***********************************************************************
 GX1962  DESIGNATION -  A 331
 GX1962  PID         -  GX1962
 GX1962  STATE/COUNTY-  VA/BUCHANAN
 GX1962  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1962
 GX1962                         *CURRENT SURVEY CONTROL
 GX1962  ___________________________________________________________________
 GX1962* NAD 83(1986)-  37 14 54.     (N)    081 51 42.     (W)     SCALED    
 GX1962* NAVD 88     -       536.510  (meters)    1760.20   (feet)  ADJUSTED  
 GX1962  ___________________________________________________________________
 GX1962  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1962  DYNAMIC HT  -         536.052 (meters)    1758.70  (feet)  COMP
 GX1962  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GX1962
 GX1962  VERT ORDER  -  SECOND    CLASS 0
 GX1962
 GX1962.The horizontal coordinates were scaled from a topographic map and have
 GX1962.an estimated accuracy of +/- 6 seconds.
 GX1962
 GX1962.The orthometric height was determined by differential leveling
 GX1962.and adjusted by the National Geodetic Survey in June 1991..
 GX1962
 GX1962.The geoid height was determined by GEOID03.
 GX1962
 GX1962.The dynamic height is computed by dividing the NAVD 88
 GX1962.geopotential number by the normal gravity value computed on the
 GX1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1962.degrees latitude (g = 980.6199 gals.).
 GX1962
 GX1962.The modeled gravity was interpolated from observed gravity values.
 GX1962
 GX1962;                    North         East    Units  Estimated Accuracy
 GX1962;SPC VA S     - 1,106,850.    3,201,830.      MT  (+/- 180 meters Scaled)
 GX1962
 GX1962                          SUPERSEDED SURVEY CONTROL
 GX1962
 GX1962  NGVD 29 (??/??/92)  536.672  (m)         1760.73   (f) ADJ UNCH    2 0
 GX1962
 GX1962.Superseded values are not recommended for survey control.
 GX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1962.See file dsdata.txt to determine how the superseded data were derived.
 GX1962
 GX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB235227(NAD 83)
 GX1962_MARKER: DB = BENCH MARK DISK
 GX1962_SETTING: 80 = SET IN A BOULDER
 GX1962_STAMPING: A 331 1958
 GX1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1962+STABILITY: SURFACE MOTION
 GX1962
 GX1962  HISTORY     - Date     Condition        Report By
 GX1962  HISTORY     - 1958     MONUMENTED       CGS
 GX1962
 GX1962                          STATION DESCRIPTION
 GX1962
 GX1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1962'0.8 MI NE FROM WHITEWOOD.
 GX1962'0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD ALONG LINN CAMP BRANCH
 GX1962'FROM THE HIGH SCHOOL AT WHITEWOOD, 0.45 MILE SOUTHWEST OF A
 GX1962'CULVERT OVER LEFT FORK, 20 1/2 FEET NORTHWEST OF THE CENTER
 GX1962'LINE OF THE ROAD IN TOP AND 1 FOOT SOUTHEAST OF THE HIGHEST
 GX1962'PART OF A 30-FOOT LONG AND 8-FOOT WIDE AND 6-FOOT HIGH BOULDER,
 GX1962'9 FEET SOUTHWEST OF THE NORTHEAST END OF THE BOULDER, AND ABOUT
 GX1962'6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1994 ***********************************************************************
 GX1994  DESIGNATION -  A 332
 GX1994  PID         -  GX1994
 GX1994  STATE/COUNTY-  VA/TAZEWELL
 GX1994  USGS QUAD   -  AMONATE (1977)
 GX1994
 GX1994                         *CURRENT SURVEY CONTROL
 GX1994  ___________________________________________________________________
 GX1994* NAD 83(1986)-  37 09 24.     (N)    081 42 34.     (W)     SCALED    
 GX1994* NAVD 88     -       662.605  (meters)    2173.90   (feet)  ADJUSTED  
 GX1994  ___________________________________________________________________
 GX1994  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GX1994  DYNAMIC HT  -         662.012 (meters)    2171.95  (feet)  COMP
 GX1994  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 GX1994
 GX1994  VERT ORDER  -  SECOND    CLASS 0
 GX1994
 GX1994.The horizontal coordinates were scaled from a topographic map and have
 GX1994.an estimated accuracy of +/- 6 seconds.
 GX1994
 GX1994.The orthometric height was determined by differential leveling
 GX1994.and adjusted by the National Geodetic Survey in June 1991..
 GX1994
 GX1994.The geoid height was determined by GEOID03.
 GX1994
 GX1994.The dynamic height is computed by dividing the NAVD 88
 GX1994.geopotential number by the normal gravity value computed on the
 GX1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1994.degrees latitude (g = 980.6199 gals.).
 GX1994
 GX1994.The modeled gravity was interpolated from observed gravity values.
 GX1994
 GX1994;                    North         East    Units  Estimated Accuracy
 GX1994;SPC VA S     - 1,096,210.    3,214,980.      MT  (+/- 180 meters Scaled)
 GX1994
 GX1994                          SUPERSEDED SURVEY CONTROL
 GX1994
 GX1994  NGVD 29 (??/??/92)  662.728  (m)         2174.30   (f) ADJ UNCH    2 0
 GX1994
 GX1994.Superseded values are not recommended for survey control.
 GX1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1994.See file dsdata.txt to determine how the superseded data were derived.
 GX1994
 GX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB370124(NAD 83)
 GX1994_MARKER: DB = BENCH MARK DISK
 GX1994_SETTING: 66 = SET IN ROCK OUTCROP
 GX1994_SP_SET: SET IN ROCK OUTCROP
 GX1994_STAMPING: A 332 1958
 GX1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1994+STABILITY: POSITION/ELEVATION WELL
 GX1994
 GX1994  HISTORY     - Date     Condition        Report By
 GX1994  HISTORY     - 1958     MONUMENTED       CGS
 GX1994
 GX1994                          STATION DESCRIPTION
 GX1994
 GX1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1994'1.4 MI NW FROM BANDY.
 GX1994'1.25 MILES NORTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1994'BANDY, THENCE 0.15 MILE NORTHWEST ALONG ROAD NO. 612, ON THE
 GX1994'INSIDE OF A CURVE, 21 FEET NORTHEAST OF CENTER LINE OF ROAD,
 GX1994'50 YARDS WEST FROM THE BOTTOM OF A GRADE AND A 15-INCH CORRUGATED
 GX1994'METAL PIPE CULVERT UNDER THE ROAD, IN TOP OF THE SOUTHWEST CORNER
 GX1994'OF A 12- BY 4 1/2- BY 1 1/2-FOOT HIGH EXPOSED PART OF EMBEDED
 GX1994'BOULDER, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1441 ***********************************************************************
 GX1441  DESIGNATION -  A 333
 GX1441  PID         -  GX1441
 GX1441  STATE/COUNTY-  VA/TAZEWELL
 GX1441  USGS QUAD   -  BRAMWELL (1979)
 GX1441
 GX1441                         *CURRENT SURVEY CONTROL
 GX1441  ___________________________________________________________________
 GX1441* NAD 83(1986)-  37 15 11.     (N)    081 16 38.     (W)     SCALED    
 GX1441* NAVD 88     -       728.554  (meters)    2390.26   (feet)  ADJUSTED  
 GX1441  ___________________________________________________________________
 GX1441  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GX1441  DYNAMIC HT  -         727.904 (meters)    2388.13  (feet)  COMP
 GX1441  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 GX1441
 GX1441  VERT ORDER  -  FIRST     CLASS II
 GX1441
 GX1441.The horizontal coordinates were scaled from a topographic map and have
 GX1441.an estimated accuracy of +/- 6 seconds.
 GX1441
 GX1441.The orthometric height was determined by differential leveling
 GX1441.and adjusted by the National Geodetic Survey in June 1991..
 GX1441
 GX1441.The geoid height was determined by GEOID03.
 GX1441
 GX1441.The dynamic height is computed by dividing the NAVD 88
 GX1441.geopotential number by the normal gravity value computed on the
 GX1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1441.degrees latitude (g = 980.6199 gals.).
 GX1441
 GX1441.The modeled gravity was interpolated from observed gravity values.
 GX1441
 GX1441;                    North         East    Units  Estimated Accuracy
 GX1441;SPC VA S     - 1,105,690.    3,253,670.      MT  (+/- 180 meters Scaled)
 GX1441
 GX1441                          SUPERSEDED SURVEY CONTROL
 GX1441
 GX1441  NGVD 29 (??/??/92)  728.656  (m)         2390.60   (f) ADJ UNCH    1 2
 GX1441
 GX1441.Superseded values are not recommended for survey control.
 GX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1441.See file dsdata.txt to determine how the superseded data were derived.
 GX1441
 GX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB754229(NAD 83)
 GX1441_MARKER: DB = BENCH MARK DISK
 GX1441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1441_SP_SET: BRIDGE
 GX1441_STAMPING: A 333 1958
 GX1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1441
 GX1441  HISTORY     - Date     Condition        Report By
 GX1441  HISTORY     - 1958     MONUMENTED       CGS
 GX1441  HISTORY     - 1965     GOOD             NGS
 GX1441
 GX1441                          STATION DESCRIPTION
 GX1441
 GX1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1441'AT BLUEFIELD.
 GX1441'AT BLUEFIELD, ABOUT 0.2 MILE SOUTHWEST ALONG THE NORFOLK AND
 GX1441'WESTERN RAILWAY FROM THE STATION, 4 FEET NORTHWEST OF THE
 GX1441'NORTHWEST RAIL, IN TOP OF THE WING WALL AT THE NORTH CORNER OF
 GX1441'BRIDGE 1301, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WING
 GX1441'WALL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 GX1441
 GX1441                          STATION RECOVERY (1965)
 GX1441
 GX1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0566 ***********************************************************************
 GY0566  DESIGNATION -  A 334
 GY0566  PID         -  GY0566
 GY0566  STATE/COUNTY-  VA/DICKENSON
 GY0566  USGS QUAD   -  HAYSI (1977)
 GY0566
 GY0566                         *CURRENT SURVEY CONTROL
 GY0566  ___________________________________________________________________
 GY0566* NAD 83(1986)-  37 14 04.     (N)    082 18 59.     (W)     SCALED    
 GY0566* NAVD 88     -       374.041  (meters)    1227.17   (feet)  ADJUSTED  
 GY0566  ___________________________________________________________________
 GY0566  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY0566  DYNAMIC HT  -         373.732 (meters)    1226.15  (feet)  COMP
 GY0566  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 GY0566
 GY0566  VERT ORDER  -  SECOND    CLASS 0
 GY0566
 GY0566.The horizontal coordinates were scaled from a topographic map and have
 GY0566.an estimated accuracy of +/- 6 seconds.
 GY0566
 GY0566.The orthometric height was determined by differential leveling
 GY0566.and adjusted by the National Geodetic Survey in June 1991..
 GY0566
 GY0566.The geoid height was determined by GEOID03.
 GY0566
 GY0566.The dynamic height is computed by dividing the NAVD 88
 GY0566.geopotential number by the normal gravity value computed on the
 GY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0566.degrees latitude (g = 980.6199 gals.).
 GY0566
 GY0566.The modeled gravity was interpolated from observed gravity values.
 GY0566
 GY0566;                    North         East    Units  Estimated Accuracy
 GY0566;SPC VA S     - 1,106,840.    3,161,450.      MT  (+/- 180 meters Scaled)
 GY0566
 GY0566                          SUPERSEDED SURVEY CONTROL
 GY0566
 GY0566  NGVD 29 (??/??/92)  374.223  (m)         1227.76   (f) ADJ UNCH    2 0
 GY0566
 GY0566.Superseded values are not recommended for survey control.
 GY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0566.See file dsdata.txt to determine how the superseded data were derived.
 GY0566
 GY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB832216(NAD 83)
 GY0566_MARKER: DB = BENCH MARK DISK
 GY0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0566_SP_SET: TUNNEL
 GY0566_STAMPING: A 334 1958
 GY0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0566
 GY0566  HISTORY     - Date     Condition        Report By
 GY0566  HISTORY     - 1958     MONUMENTED       CGS
 GY0566
 GY0566                          STATION DESCRIPTION
 GY0566
 GY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0566'2.4 MI N FROM HAYSI.
 GY0566'2.4 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0566'END OF RUSSELL TUNNEL AT HAYSI, ABOUT 7 1/2 RAILS SOUTH OF MILEPOST
 GY0566'9, 7 FEET EAST OF THE EAST RAIL, SET VERTICALLY IN THE WEST FACE
 GY0566'OF THE EAST WALL AT THE NORTH END OF HILLS MILL TUNNEL, 2 FEET
 GY0566'SOUTH OF THE NORTH END OF THE TUNNEL, 3 1/2 FEET ABOVE THE
 GY0566'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1385 ***********************************************************************
 FY1385  DESIGNATION -  A 335
 FY1385  PID         -  FY1385
 FY1385  STATE/COUNTY-  VA/HENRY
 FY1385  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1385
 FY1385                         *CURRENT SURVEY CONTROL
 FY1385  ___________________________________________________________________
 FY1385* NAD 83(1986)-  36 37 30.     (N)    079 50 52.     (W)     SCALED    
 FY1385* NAVD 88     -       241.059  (meters)     790.87   (feet)  ADJUSTED  
 FY1385  ___________________________________________________________________
 FY1385  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FY1385  DYNAMIC HT  -         240.853 (meters)     790.20  (feet)  COMP
 FY1385  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 FY1385
 FY1385  VERT ORDER  -  FIRST     CLASS II
 FY1385
 FY1385.The horizontal coordinates were scaled from a topographic map and have
 FY1385.an estimated accuracy of +/- 6 seconds.
 FY1385
 FY1385.The orthometric height was determined by differential leveling
 FY1385.and adjusted by the National Geodetic Survey in June 1991..
 FY1385
 FY1385.The geoid height was determined by GEOID03.
 FY1385
 FY1385.The dynamic height is computed by dividing the NAVD 88
 FY1385.geopotential number by the normal gravity value computed on the
 FY1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1385.degrees latitude (g = 980.6199 gals.).
 FY1385
 FY1385.The modeled gravity was interpolated from observed gravity values.
 FY1385
 FY1385;                    North         East    Units  Estimated Accuracy
 FY1385;SPC VA S     - 1,033,230.    3,379,450.      MT  (+/- 180 meters Scaled)
 FY1385
 FY1385                          SUPERSEDED SURVEY CONTROL
 FY1385
 FY1385  NGVD 29 (??/??/92)  241.260  (m)          791.53   (f) ADJ UNCH    1 2
 FY1385
 FY1385.Superseded values are not recommended for survey control.
 FY1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1385.See file dsdata.txt to determine how the superseded data were derived.
 FY1385
 FY1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA030538(NAD 83)
 FY1385_MARKER: DB = BENCH MARK DISK
 FY1385_SETTING: 66 = SET IN ROCK OUTCROP
 FY1385_SP_SET: ROCK CUT
 FY1385_STAMPING: A 335 1965
 FY1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY1385+STABILITY: POSITION/ELEVATION WELL
 FY1385
 FY1385  HISTORY     - Date     Condition        Report By
 FY1385  HISTORY     - 1965     MONUMENTED       CGS
 FY1385  HISTORY     - 20050522 MARK NOT FOUND   USPSQD
 FY1385
 FY1385                          STATION DESCRIPTION
 FY1385
 FY1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1385'3.5 MI N FROM RIDGEWAY.
 FY1385'3.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1385'STATION AT RIDGEWAY, 5 1/2 RAIL SOUTH OF THE OVERPASS CROSSING
 FY1385'OF A COUNTY ROAD, SET VERTICALLY IN THE WEST FACE OF A LARGE
 FY1385'ROCK CUT, 28 FEET NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST
 FY1385'R-73, 12 FEET EAST OF THE EAST RAIL AND ABOUT 2 FEET ABOVE THE
 FY1385'LEVEL OF THE TRACK.
 FY1385
 FY1385                          STATION RECOVERY (2005)
 FY1385
 FY1385'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY1385'DID NOT FIND, THE ROCKS SHOW SIGN OF EROSION IN THE APPROXIMATE AREA
 FY1385'WHERE STATION SHOULD BE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0186 ***********************************************************************
 JW0186  DESIGNATION -  A 336
 JW0186  PID         -  JW0186
 JW0186  STATE/COUNTY-  VA/FREDERICK
 JW0186  USGS QUAD   -  INWOOD (1984)
 JW0186
 JW0186                         *CURRENT SURVEY CONTROL
 JW0186  ___________________________________________________________________
 JW0186* NAD 83(1986)-  39 17 40.     (N)    078 04 48.     (W)     SCALED    
 JW0186* NAVD 88     -       194.228  (meters)     637.23   (feet)  ADJUSTED  
 JW0186  ___________________________________________________________________
 JW0186  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JW0186  DYNAMIC HT  -         194.107 (meters)     636.83  (feet)  COMP
 JW0186  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JW0186
 JW0186  VERT ORDER  -  SECOND    CLASS 0
 JW0186
 JW0186.The horizontal coordinates were scaled from a topographic map and have
 JW0186.an estimated accuracy of +/- 6 seconds.
 JW0186
 JW0186.The orthometric height was determined by differential leveling
 JW0186.and adjusted by the National Geodetic Survey in June 1991..
 JW0186
 JW0186.The geoid height was determined by GEOID03.
 JW0186
 JW0186.The dynamic height is computed by dividing the NAVD 88
 JW0186.geopotential number by the normal gravity value computed on the
 JW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0186.degrees latitude (g = 980.6199 gals.).
 JW0186
 JW0186.The modeled gravity was interpolated from observed gravity values.
 JW0186
 JW0186;                    North         East    Units  Estimated Accuracy
 JW0186;SPC VA N     - 2,180,770.    3,536,230.      MT  (+/- 180 meters Scaled)
 JW0186
 JW0186                          SUPERSEDED SURVEY CONTROL
 JW0186
 JW0186  NGVD 29 (??/??/92)  194.396  (m)          637.78   (f) ADJ UNCH    2 0
 JW0186
 JW0186.Superseded values are not recommended for survey control.
 JW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0186.See file dsdata.txt to determine how the superseded data were derived.
 JW0186
 JW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD518535(NAD 83)
 JW0186_MARKER: DB = BENCH MARK DISK
 JW0186_SETTING: 66 = SET IN ROCK OUTCROP
 JW0186_SP_SET: OUTCROP
 JW0186_STAMPING: A 336 1957
 JW0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0186+STABILITY: POSITION/ELEVATION WELL
 JW0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0186+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 JW0186
 JW0186  HISTORY     - Date     Condition        Report By
 JW0186  HISTORY     - 1957     MONUMENTED       CGS
 JW0186  HISTORY     - 1978     GOOD             ALSTER
 JW0186  HISTORY     - 19980228 GOOD             USPSQD
 JW0186  HISTORY     - 20030415 GOOD             INDIV
 JW0186  HISTORY     - 20050626 GOOD             GEOCAC
 JW0186
 JW0186                          STATION DESCRIPTION
 JW0186
 JW0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0186'2.7 MI N FROM CLEARBROOK.
 JW0186'FROM THE POST OFFICE AT CLEARBROOK, GO NORTH ON U.S. HIGHWAY 11
 JW0186'FOR 2.7 MILES THE STATE LINE AND MARK ON LEFT.  THE MARK IS 48
 JW0186'FEET WEST NORTHWEST OF THE CENTERLINE OF U.S. 11, 29.6 FEET
 JW0186'WEST NORTHWEST OF THE STATE LINE MARKER POST, AND 7.5 FEET SOUTH
 JW0186'SOUTHEAST OF A FIVE FOOT HIGH METAL POST WITH BRACE.  SET IN A
 JW0186'ROCK OUTCROP LEVEL WITH THE GROUND.
 JW0186
 JW0186                          STATION RECOVERY (1978)
 JW0186
 JW0186'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 JW0186'RECOVERED IN GOOD CONDITION.
 JW0186
 JW0186                          STATION RECOVERY (1998)
 JW0186
 JW0186'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0186'RECOVERED IN GOOD CONDITION.
 JW0186
 JW0186                          STATION RECOVERY (2003)
 JW0186
 JW0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KWN)
 JW0186'RECOVERED IN GOOD CONDITION.
 JW0186
 JW0186                          STATION RECOVERY (2005)
 JW0186
 JW0186'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0186'RECOVERED IN GOOD CONDITION, DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0234 ***********************************************************************
 JW0234  DESIGNATION -  A 337
 JW0234  PID         -  JW0234
 JW0234  STATE/COUNTY-  VA/SHENANDOAH
 JW0234  USGS QUAD   -  MIDDLETOWN (1986)
 JW0234
 JW0234                         *CURRENT SURVEY CONTROL
 JW0234  ___________________________________________________________________
 JW0234* NAD 83(1986)-  39 00 04.     (N)    078 20 42.     (W)     SCALED    
 JW0234* NAVD 88     -       215.253  (meters)     706.21   (feet)  ADJUSTED  
 JW0234  ___________________________________________________________________
 JW0234  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JW0234  DYNAMIC HT  -         215.114 (meters)     705.75  (feet)  COMP
 JW0234  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JW0234
 JW0234  VERT ORDER  -  SECOND    CLASS 0
 JW0234
 JW0234.The horizontal coordinates were scaled from a topographic map and have
 JW0234.an estimated accuracy of +/- 6 seconds.
 JW0234
 JW0234.The orthometric height was determined by differential leveling
 JW0234.and adjusted by the National Geodetic Survey in June 1991..
 JW0234
 JW0234.The geoid height was determined by GEOID03.
 JW0234
 JW0234.The dynamic height is computed by dividing the NAVD 88
 JW0234.geopotential number by the normal gravity value computed on the
 JW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0234.degrees latitude (g = 980.6199 gals.).
 JW0234
 JW0234.The modeled gravity was interpolated from observed gravity values.
 JW0234
 JW0234;                    North         East    Units  Estimated Accuracy
 JW0234;SPC VA N     - 2,148,140.    3,513,430.      MT  (+/- 180 meters Scaled)
 JW0234
 JW0234                          SUPERSEDED SURVEY CONTROL
 JW0234
 JW0234  NGVD 29 (??/??/92)  215.428  (m)          706.78   (f) ADJ UNCH    2 0
 JW0234
 JW0234.Superseded values are not recommended for survey control.
 JW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0234.See file dsdata.txt to determine how the superseded data were derived.
 JW0234
 JW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD299202(NAD 83)
 JW0234_MARKER: DB = BENCH MARK DISK
 JW0234_SETTING: 66 = SET IN ROCK OUTCROP
 JW0234_SP_SET: OUTCROP
 JW0234_STAMPING: A 337 1957
 JW0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0234+STABILITY: POSITION/ELEVATION WELL
 JW0234
 JW0234  HISTORY     - Date     Condition        Report By
 JW0234  HISTORY     - 1957     MONUMENTED       CGS
 JW0234  HISTORY     - 1958     GOOD             NGS
 JW0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0234
 JW0234                          STATION DESCRIPTION
 JW0234
 JW0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JW0234'1.5 MI NE FROM STRASBURG.
 JW0234'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 JW0234'OFFICE AT STRASBURG, ON TOP OF AN OUTCROP FLUSH WITH THE GROUND,
 JW0234'32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET EAST
 JW0234'OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 37 FEET NORTHEAST OF
 JW0234'TELEPHONE POLE NO. 697, 11 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST
 JW0234'FENCE LINE, ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 JW0234
 JW0234                          STATION RECOVERY (1983)
 JW0234
 JW0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0234'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0005 ***********************************************************************
 HW0005  DESIGNATION -  A 338
 HW0005  PID         -  HW0005
 HW0005  STATE/COUNTY-  VA/SHENANDOAH
 HW0005  USGS QUAD   -  STRASBURG (1994)
 HW0005
 HW0005                         *CURRENT SURVEY CONTROL
 HW0005  ___________________________________________________________________
 HW0005* NAD 83(1986)-  38 58 39.     (N)    078 20 53.     (W)     SCALED    
 HW0005* NAVD 88     -       173.597  (meters)     569.54   (feet)  ADJUSTED  
 HW0005  ___________________________________________________________________
 HW0005  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HW0005  DYNAMIC HT  -         173.484 (meters)     569.17  (feet)  COMP
 HW0005  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 HW0005
 HW0005  VERT ORDER  -  FIRST     CLASS II
 HW0005
 HW0005.The horizontal coordinates were scaled from a topographic map and have
 HW0005.an estimated accuracy of +/- 6 seconds.
 HW0005
 HW0005.The orthometric height was determined by differential leveling
 HW0005.and adjusted by the National Geodetic Survey in June 1991..
 HW0005
 HW0005.The geoid height was determined by GEOID03.
 HW0005
 HW0005.The dynamic height is computed by dividing the NAVD 88
 HW0005.geopotential number by the normal gravity value computed on the
 HW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0005.degrees latitude (g = 980.6199 gals.).
 HW0005
 HW0005.The modeled gravity was interpolated from observed gravity values.
 HW0005
 HW0005;                    North         East    Units  Estimated Accuracy
 HW0005;SPC VA N     - 2,145,510.    3,513,170.      MT  (+/- 180 meters Scaled)
 HW0005
 HW0005                          SUPERSEDED SURVEY CONTROL
 HW0005
 HW0005  NGVD 29 (??/??/92)  173.776  (m)          570.13   (f) ADJ UNCH    1 2
 HW0005
 HW0005.Superseded values are not recommended for survey control.
 HW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0005.See file dsdata.txt to determine how the superseded data were derived.
 HW0005
 HW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD297176(NAD 83)
 HW0005_MARKER: DB = BENCH MARK DISK
 HW0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0005_STAMPING: A 338 1957
 HW0005_MARK LOGO: CGS   
 HW0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0005+STABILITY: SURFACE MOTION
 HW0005
 HW0005  HISTORY     - Date     Condition        Report By
 HW0005  HISTORY     - 1957     MONUMENTED       CGS
 HW0005  HISTORY     - 1958     GOOD             NGS
 HW0005  HISTORY     - 1983     GOOD             NGS
 HW0005
 HW0005                          STATION DESCRIPTION
 HW0005
 HW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0005'1.4 MI E FROM STRASBURG.
 HW0005'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 HW0005'AT STRASBURG, AT A TURNOUT LEADING NORTHEAST TO TWO METAL COVERED
 HW0005'BUILDINGS, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36
 HW0005'FEET SOUTH OF THE CENTER LINE OF THE TURNOUT, 33 1/2 FEET NORTH
 HW0005'OF A POWER LINE POLE, 14 FEET WEST OF A 10-INCH CEDAR TREE, 2
 HW0005'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HW0005'CONCRETE POST PROJECTING 4 INCHES.
 HW0005
 HW0005                          STATION RECOVERY (1983)
 HW0005
 HW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0005'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 HW0005'FOLLOWING CORRECTIONS, DELETE--AT A TURNOUT LEADING NORTHEAST TO TWO
 HW0005'METAL COVERED BUILDING - TURNOUT OVERGROWN, DELETE--36 FEET SOUTH OF
 HW0005'THE CENTERLINE OF THE TURNOUT, DELETE--14 FEET WEST OF A 10-INCH CEDAR
 HW0005'TREE - IT HAS BEEN BULLDOZED DOWN.
 HW0005'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1289 ***********************************************************************
 HW1289  DESIGNATION -  A 339
 HW1289  PID         -  HW1289
 HW1289  STATE/COUNTY-  VA/SHENANDOAH
 HW1289  USGS QUAD   -  NEW MARKET (1994)
 HW1289
 HW1289                         *CURRENT SURVEY CONTROL
 HW1289  ___________________________________________________________________
 HW1289* NAD 83(1986)-  38 38 56.     (N)    078 41 24.     (W)     SCALED    
 HW1289* NAVD 88     -       295.202  (meters)     968.51   (feet)  ADJUSTED  
 HW1289  ___________________________________________________________________
 HW1289  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW1289  DYNAMIC HT  -         294.999 (meters)     967.84  (feet)  COMP
 HW1289  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 HW1289
 HW1289  VERT ORDER  -  SECOND    CLASS 0
 HW1289
 HW1289.The horizontal coordinates were scaled from a topographic map and have
 HW1289.an estimated accuracy of +/- 6 seconds.
 HW1289
 HW1289.The orthometric height was determined by differential leveling
 HW1289.and adjusted by the National Geodetic Survey in June 1991..
 HW1289
 HW1289.The geoid height was determined by GEOID03.
 HW1289
 HW1289.The dynamic height is computed by dividing the NAVD 88
 HW1289.geopotential number by the normal gravity value computed on the
 HW1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1289.degrees latitude (g = 980.6199 gals.).
 HW1289
 HW1289.The modeled gravity was interpolated from observed gravity values.
 HW1289
 HW1289;                    North         East    Units  Estimated Accuracy
 HW1289;SPC VA N     - 2,109,040.    3,483,460.      MT  (+/- 180 meters Scaled)
 HW1289
 HW1289                          SUPERSEDED SURVEY CONTROL
 HW1289
 HW1289  NGVD 29 (??/??/92)  295.352  (m)          969.00   (f) ADJ UNCH    2 0
 HW1289
 HW1289.Superseded values are not recommended for survey control.
 HW1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1289.See file dsdata.txt to determine how the superseded data were derived.
 HW1289
 HW1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC010803(NAD 83)
 HW1289_MARKER: DB = BENCH MARK DISK
 HW1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1289_SP_SET: CULVERT
 HW1289_STAMPING: A 339 1958
 HW1289_MARK LOGO: CGS   
 HW1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1289
 HW1289  HISTORY     - Date     Condition        Report By
 HW1289  HISTORY     - 1958     MONUMENTED       CGS
 HW1289  HISTORY     - 1983     GOOD             NGS
 HW1289
 HW1289                          STATION DESCRIPTION
 HW1289
 HW1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1289'1 MI W FROM NEW MARKET.
 HW1289'1.0 MILE WEST ALONG STATE HIGHWAY 260 FROM ITS JUNCTION WITH
 HW1289'U.S. HIGHWAY 11 AT NEW MARKET, 0.1 MILE EAST OF THE JUNCTION OF
 HW1289'COUNTY ROUTE 953, SET ON TOP OF THE SOUTHEAST CONCRETE WINGWALL
 HW1289'OF A 6-BY-6-FOOT BOX CULVERT UNDER THE HIGHWAY, 23 FEET SOUTH OF
 HW1289'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE SURFACE
 HW1289'OF THE HIGHWAY.
 HW1289
 HW1289                          STATION RECOVERY (1983)
 HW1289
 HW1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1559 ***********************************************************************
 GA1559  DESIGNATION -  A 34
 GA1559  PID         -  GA1559
 GA1559  STATE/COUNTY-  VA/LEE
 GA1559  USGS QUAD   -  KYLES FORD (1969)
 GA1559
 GA1559                         *CURRENT SURVEY CONTROL
 GA1559  ___________________________________________________________________
 GA1559* NAD 83(1986)-  36 36 23.     (N)    083 03 34.     (W)     SCALED    
 GA1559* NAVD 88     -       357.995  (meters)    1174.52   (feet)  ADJUSTED  
 GA1559  ___________________________________________________________________
 GA1559  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA1559  DYNAMIC HT  -         357.679 (meters)    1173.49  (feet)  COMP
 GA1559  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 GA1559
 GA1559  VERT ORDER  -  SECOND    CLASS 0
 GA1559
 GA1559.The horizontal coordinates were scaled from a topographic map and have
 GA1559.an estimated accuracy of +/- 6 seconds.
 GA1559
 GA1559.The orthometric height was determined by differential leveling
 GA1559.and adjusted by the National Geodetic Survey in June 1991..
 GA1559
 GA1559.The geoid height was determined by GEOID03.
 GA1559
 GA1559.The dynamic height is computed by dividing the NAVD 88
 GA1559.geopotential number by the normal gravity value computed on the
 GA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1559.degrees latitude (g = 980.6199 gals.).
 GA1559
 GA1559.The modeled gravity was interpolated from observed gravity values.
 GA1559
 GA1559;                    North         East    Units  Estimated Accuracy
 GA1559;SPC VA S     - 1,040,150.    3,092,220.      MT  (+/- 180 meters Scaled)
 GA1559
 GA1559                          SUPERSEDED SURVEY CONTROL
 GA1559
 GA1559  NGVD 29 (??/??/92)  358.150  (m)         1175.03   (f) ADJ UNCH    2 0
 GA1559
 GA1559.Superseded values are not recommended for survey control.
 GA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1559.See file dsdata.txt to determine how the superseded data were derived.
 GA1559
 GA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA158531(NAD 83)
 GA1559_MARKER: DB = BENCH MARK DISK
 GA1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1559_STAMPING: A 34 1934
 GA1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1559+STABILITY: SURFACE MOTION
 GA1559
 GA1559  HISTORY     - Date     Condition        Report By
 GA1559  HISTORY     - 1934     MONUMENTED       CGS
 GA1559  HISTORY     - 1935     GOOD             NGS
 GA1559
 GA1559                          STATION DESCRIPTION
 GA1559
 GA1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1559'12.1 MI S FROM JONESVILLE.
 GA1559'12.1 MILES SOUTH ALONG STATE HIGHWAY 64 FROM JONESVILLE, 50
 GA1559'FEET SOUTHEAST OF A PLANK BRIDGE, 40 FEET SOUTH OF A SIDE ROAD,
 GA1559'ON THE PROPERTY OF MRS. BELLE CHANDLER, IN THE CORNER OF THE
 GA1559'FENCE AND 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 GA1559'STANDARD DISK, STAMPED A 34 1934 AND SET IN THE TOP OF A CONCRETE
 GA1559'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0836 ***********************************************************************
 HW0836  DESIGNATION -  A 340
 HW0836  PID         -  HW0836
 HW0836  STATE/COUNTY-  VA/ROCKINGHAM
 HW0836  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0836
 HW0836                         *CURRENT SURVEY CONTROL
 HW0836  ___________________________________________________________________
 HW0836* NAD 83(1986)-  38 19 32.     (N)    078 56 17.     (W)     SCALED    
 HW0836* NAVD 88     -       370.274  (meters)    1214.81   (feet)  ADJUSTED  
 HW0836  ___________________________________________________________________
 HW0836  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0836  DYNAMIC HT  -         370.001 (meters)    1213.91  (feet)  COMP
 HW0836  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 HW0836
 HW0836  VERT ORDER  -  FIRST     CLASS II
 HW0836
 HW0836.The horizontal coordinates were scaled from a topographic map and have
 HW0836.an estimated accuracy of +/- 6 seconds.
 HW0836
 HW0836.The orthometric height was determined by differential leveling
 HW0836.and adjusted by the National Geodetic Survey in June 1991..
 HW0836
 HW0836.The geoid height was determined by GEOID03.
 HW0836
 HW0836.The dynamic height is computed by dividing the NAVD 88
 HW0836.geopotential number by the normal gravity value computed on the
 HW0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0836.degrees latitude (g = 980.6199 gals.).
 HW0836
 HW0836.The modeled gravity was interpolated from observed gravity values.
 HW0836
 HW0836;                    North         East    Units  Estimated Accuracy
 HW0836;SPC VA N     - 2,073,230.    3,461,700.      MT  (+/- 180 meters Scaled)
 HW0836
 HW0836                          SUPERSEDED SURVEY CONTROL
 HW0836
 HW0836  NGVD 29 (??/??/92)  370.414  (m)         1215.27   (f) ADJ UNCH    1 2
 HW0836
 HW0836.Superseded values are not recommended for survey control.
 HW0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0836.See file dsdata.txt to determine how the superseded data were derived.
 HW0836
 HW0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC802439(NAD 83)
 HW0836_MARKER: DB = BENCH MARK DISK
 HW0836_SETTING: 66 = SET IN ROCK OUTCROP
 HW0836_SP_SET: ROCK OUTCROP
 HW0836_STAMPING: A 340 1958
 HW0836_MARK LOGO: CGS   
 HW0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0836+STABILITY: POSITION/ELEVATION WELL
 HW0836
 HW0836  HISTORY     - Date     Condition        Report By
 HW0836  HISTORY     - 1958     MONUMENTED       CGS
 HW0836  HISTORY     - 1968     GOOD             NGS
 HW0836  HISTORY     - 1984     GOOD             NGS
 HW0836  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 HW0836
 HW0836                          STATION DESCRIPTION
 HW0836
 HW0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0836'2.4 MI S FROM MT CRAWFORD.
 HW0836'2.45 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0836'MT. CRAWFORD, 0.2 MILE NORTH OF THE PLEASANT GROVE CHURCH AND
 HW0836'CEMETERY AND THE CROSSING OF COUNTY ROAD NO. 690, ON TOP OF AN
 HW0836'8-BY-8-FOOT ROCK OUTCROP PROJECTING 1/2-FOOT ABOVE THE GROUND,
 HW0836'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH
 HW0836'OF TELEGRAPH POLE NO. 3161, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HW0836'HIGHWAY.
 HW0836
 HW0836                          STATION RECOVERY (1968)
 HW0836
 HW0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0836'RECOVERED IN GOOD CONDITION.
 HW0836
 HW0836                          STATION RECOVERY (1984)
 HW0836
 HW0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0836'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.9 KM (2.45 MI)
 HW0836'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN MOUNT CRAWFORD
 HW0836'TO THE MARK ON THE RIGHT, IN FRONT OF THE C.C. ROSEN AND SON TIRE
 HW0836'COMPANY, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF THE HIGHWAY,
 HW0836'24.0 METERS (79.0 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 HW0836'TIRE COMPANY BUILDING, 26.5 METERS (87.0 FT) SOUTHEAST OF THE
 HW0836'NORTHEAST CORNER OF THE TIRE COMPANY BUILDING, 22.7 METERS (74.5 FT)
 HW0836'EAST OF THE CENTER OF THE FRONT DOOR, 31.0 METERS (102.0 FT) SOUTHWEST
 HW0836'OF TELEPHONE POLE D-156, 38.0 METERS (125.0 FT) NORTHEAST OF THE
 HW0836'CENTER OF THE SOUTH DRIVEWAY.
 HW0836'THE MARK IS 0.6 M ABOVE HIGHWAY.
 HW0836
 HW0836                          STATION RECOVERY (1997)
 HW0836
 HW0836'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1609 ***********************************************************************
 HW1609  DESIGNATION -  A 341
 HW1609  PID         -  HW1609
 HW1609  STATE/COUNTY-  VA/AUGUSTA
 HW1609  USGS QUAD   -  STUARTS DRAFT (1984)
 HW1609
 HW1609                         *CURRENT SURVEY CONTROL
 HW1609  ___________________________________________________________________
 HW1609* NAD 83(1986)-  38 05 15.     (N)    079 05 35.     (W)     SCALED    
 HW1609* NAVD 88     -       457.363  (meters)    1500.53   (feet)  ADJUSTED  
 HW1609  ___________________________________________________________________
 HW1609  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HW1609  DYNAMIC HT  -         457.012 (meters)    1499.38  (feet)  COMP
 HW1609  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 HW1609
 HW1609  VERT ORDER  -  FIRST     CLASS II
 HW1609
 HW1609.The horizontal coordinates were scaled from a topographic map and have
 HW1609.an estimated accuracy of +/- 6 seconds.
 HW1609
 HW1609.The orthometric height was determined by differential leveling
 HW1609.and adjusted by the National Geodetic Survey in June 1991..
 HW1609
 HW1609.The geoid height was determined by GEOID03.
 HW1609
 HW1609.The dynamic height is computed by dividing the NAVD 88
 HW1609.geopotential number by the normal gravity value computed on the
 HW1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1609.degrees latitude (g = 980.6199 gals.).
 HW1609
 HW1609.The modeled gravity was interpolated from observed gravity values.
 HW1609
 HW1609;                    North         East    Units  Estimated Accuracy
 HW1609;SPC VA N     - 2,046,880.    3,447,970.      MT  (+/- 180 meters Scaled)
 HW1609
 HW1609                          SUPERSEDED SURVEY CONTROL
 HW1609
 HW1609  NGVD 29 (??/??/92)  457.494  (m)         1500.96   (f) ADJ UNCH    1 2
 HW1609
 HW1609.Superseded values are not recommended for survey control.
 HW1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1609.See file dsdata.txt to determine how the superseded data were derived.
 HW1609
 HW1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC672172(NAD 83)
 HW1609_MARKER: DB = BENCH MARK DISK
 HW1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1609_SP_SET: CULVERT
 HW1609_STAMPING: A 341 1958
 HW1609_MARK LOGO: CGS   
 HW1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1609
 HW1609  HISTORY     - Date     Condition        Report By
 HW1609  HISTORY     - 1958     MONUMENTED       CGS
 HW1609  HISTORY     - 1984     GOOD             NGS
 HW1609
 HW1609                          STATION DESCRIPTION
 HW1609
 HW1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1609'4.9 MI SW FROM STAUNTON.
 HW1609'4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF
 HW1609'U.S. HIGHWAY 250 AT STAUNTON, NEAR THE JUNCTION OF COUNTY ROAD
 HW1609'NO. 654 LEADING SOUTHEAST, ON TOP OF THE SOUTH END OF THE WEST
 HW1609'CONCRETE HEADWALL OF A 9-BY-3 FOOT BOX CULVERT WITH WINGWALL
 HW1609'UNDER THE OLD HIGHWAY, 44 FEET WEST OF THE CENTER LINE OF THE
 HW1609'HIGHWAY, 43 YARDS NORTHEAST OF THE JUNCTION OF THE COUNTY ROAD
 HW1609'LEADING SOUTHEAST, 1 FOOT EAST OF A FENCE LINE, 0.8 FOOT NORTH
 HW1609'OF THE SOUTH END OF THE HEADWALL AND ABOUT 1 FOOT ABOVE THE LEVEL
 HW1609'OF THE HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED BY GOING 1.8
 HW1609'MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AND
 HW1609'GENERAL STORE AT MINT SPRING, VIRGINIA.
 HW1609
 HW1609                          STATION RECOVERY (1984)
 HW1609
 HW1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1609'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 HW1609'THAT COUNTY ROAD 654 HAS BEEN CHANGED TO COUNTY ROAD 800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3648 ***********************************************************************
 HW3648  DESIGNATION -  A 342 RESET
 HW3648  PID         -  HW3648
 HW3648  STATE/COUNTY-  VA/AUGUSTA
 HW3648  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW3648
 HW3648                         *CURRENT SURVEY CONTROL
 HW3648  ___________________________________________________________________
 HW3648* NAD 83(1986)-  38 05 02.     (N)    078 56 01.     (W)     SCALED    
 HW3648* NAVD 88     -       422.68   (meters)    1386.7    (feet)  RESET     
 HW3648  ___________________________________________________________________
 HW3648  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HW3648
 HW3648  VERT ORDER  -  THIRD
 HW3648
 HW3648.The horizontal coordinates were scaled from a topographic map and have
 HW3648.an estimated accuracy of +/- 6 seconds.
 HW3648
 HW3648.The orthometric height was computed from unverified reset data.
 HW3648.No vertical observational check was made to the station.
 HW3648
 HW3648.The geoid height was determined by GEOID03.
 HW3648
 HW3648;                    North         East    Units  Estimated Accuracy
 HW3648;SPC VA N     - 2,046,400.    3,461,960.      MT  (+/- 180 meters Scaled)
 HW3648
 HW3648                          SUPERSEDED SURVEY CONTROL
 HW3648
 HW3648  NGVD 29 (03/21/06)  422.83   (m)         1387.2    (f) RESET       3  
 HW3648
 HW3648.Superseded values are not recommended for survey control.
 HW3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3648.See file dsdata.txt to determine how the superseded data were derived.
 HW3648
 HW3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC812171(NAD 83)
 HW3648_MARKER: DD = SURVEY DISK
 HW3648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3648_SP_SET: HEADWALL
 HW3648_STAMPING: A 342 RESET 1987
 HW3648_MARK LOGO: VADHT 
 HW3648_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3648+STABILITY: SURFACE MOTION
 HW3648
 HW3648  HISTORY     - Date     Condition        Report By
 HW3648  HISTORY     - 1987     MONUMENTED       VADHT
 HW3648
 HW3648                          STATION DESCRIPTION
 HW3648
 HW3648'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 HW3648'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY ROUTE 250 FROM THE JUNCTION OF
 HW3648'U.S. HIGHWAY ROUTE 340 IN WAYNESBORO, ABOUT 2.3 MILES SOUTHEAST OF
 HW3648'THE RAILROAD OVERPASS AT FISHERSVILLE,IN TOP OF A CONCRETE HEADWALL,
 HW3648'WEST END OF PIPE,  UNDER PELHAM DRIVE,  AND 6 INCHES WEST OF A
 HW3648'2 FT (0.6 M) X 2 FT (0.6 M) X 4.7 FT (1.4 M) HIGH BRICK COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2562 ***********************************************************************
 GV2562  DESIGNATION -  A 343
 GV2562  PID         -  GV2562
 GV2562  STATE/COUNTY-  VA/GOOCHLAND
 GV2562  USGS QUAD   -  HYLAS (1994)
 GV2562
 GV2562                         *CURRENT SURVEY CONTROL
 GV2562  ___________________________________________________________________
 GV2562* NAD 83(1986)-  37 40 26.     (N)    077 42 03.     (W)     SCALED    
 GV2562* NAVD 88     -        81.471  (meters)     267.29   (feet)  ADJUSTED  
 GV2562  ___________________________________________________________________
 GV2562  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV2562  DYNAMIC HT  -          81.416 (meters)     267.11  (feet)  COMP
 GV2562  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 GV2562
 GV2562  VERT ORDER  -  SECOND    CLASS 0
 GV2562
 GV2562.The horizontal coordinates were scaled from a topographic map and have
 GV2562.an estimated accuracy of +/- 6 seconds.
 GV2562
 GV2562.The orthometric height was determined by differential leveling
 GV2562.and adjusted by the National Geodetic Survey in June 1991..
 GV2562
 GV2562.The geoid height was determined by GEOID03.
 GV2562
 GV2562.The dynamic height is computed by dividing the NAVD 88
 GV2562.geopotential number by the normal gravity value computed on the
 GV2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2562.degrees latitude (g = 980.6199 gals.).
 GV2562
 GV2562.The modeled gravity was interpolated from observed gravity values.
 GV2562
 GV2562;                    North         East    Units  Estimated Accuracy
 GV2562;SPC VA S     - 1,149,070.    3,570,500.      MT  (+/- 180 meters Scaled)
 GV2562
 GV2562                          SUPERSEDED SURVEY CONTROL
 GV2562
 GV2562  NGVD 29 (??/??/??)   81.764  (m)          268.25   (f) ADJUSTED    2 0
 GV2562
 GV2562.Superseded values are not recommended for survey control.
 GV2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2562.See file dsdata.txt to determine how the superseded data were derived.
 GV2562
 GV2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG618730(NAD 83)
 GV2562_MARKER: DB = BENCH MARK DISK
 GV2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2562_STAMPING: A 343 1958
 GV2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2562+STABILITY: SURFACE MOTION
 GV2562
 GV2562  HISTORY     - Date     Condition        Report By
 GV2562  HISTORY     - 1958     MONUMENTED       CGS
 GV2562  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2562  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2562  HISTORY     - 20030109 POOR             USPSQD
 GV2562
 GV2562                          STATION DESCRIPTION
 GV2562
 GV2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2562'0.8 MI W FROM CENTERVILLE.
 GV2562'0.8 MILE WEST ALONG U.S. HIGHWAY 250 FROM THE CROSSROAD AT
 GV2562'CENTERVILLE.  THE MARK IS ACROSS THE HIGHWAY FROM A GARAGE AND
 GV2562'FILLING STATION, 40 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 GV2562'250, 5 FEET NORTHWEST OF POWER POLE NO. 20600 AND 2.5 FEET EAST
 GV2562'OF A METAL WITNESS POST.  SET IN A 10 INCH SQUARE CONCRETE POST
 GV2562'PROJECTING TWO INCHES.
 GV2562
 GV2562                          STATION RECOVERY (1990)
 GV2562
 GV2562'RECOVERY NOTE BY US POWER SQUADRON 1990 (HBK)
 GV2562'MARK NOT FOUND.
 GV2562
 GV2562                          STATION RECOVERY (1998)
 GV2562
 GV2562'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2562'MARK NOT FOUND.
 GV2562
 GV2562                          STATION RECOVERY (2003)
 GV2562
 GV2562'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2562'CONCRETE BASE OF MONUMENT WAS FOUND BUT BENCHMARK DISK HAS BEEN
 GV2562'REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1214 ***********************************************************************
 GV1214  DESIGNATION -  A 344
 GV1214  PID         -  GV1214
 GV1214  STATE/COUNTY-  VA/C OF RICHMOND
 GV1214  USGS QUAD   -  RICHMOND (1994)
 GV1214
 GV1214                         *CURRENT SURVEY CONTROL
 GV1214  ___________________________________________________________________
 GV1214* NAD 83(1986)-  37 32 32.     (N)    077 26 12.     (W)     SCALED    
 GV1214* NAVD 88     -        55.747  (meters)     182.90   (feet)  ADJUSTED  
 GV1214  ___________________________________________________________________
 GV1214  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV1214  DYNAMIC HT  -          55.709 (meters)     182.77  (feet)  COMP
 GV1214  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 GV1214
 GV1214  VERT ORDER  -  FIRST     CLASS II
 GV1214
 GV1214.The horizontal coordinates were scaled from a topographic map and have
 GV1214.an estimated accuracy of +/- 6 seconds.
 GV1214
 GV1214.The orthometric height was determined by differential leveling
 GV1214.and adjusted by the National Geodetic Survey in June 1991..
 GV1214
 GV1214.The geoid height was determined by GEOID03.
 GV1214
 GV1214.The dynamic height is computed by dividing the NAVD 88
 GV1214.geopotential number by the normal gravity value computed on the
 GV1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1214.degrees latitude (g = 980.6199 gals.).
 GV1214
 GV1214.The modeled gravity was interpolated from observed gravity values.
 GV1214
 GV1214;                    North         East    Units  Estimated Accuracy
 GV1214;SPC VA S     - 1,134,690.    3,593,970.      MT  (+/- 180 meters Scaled)
 GV1214
 GV1214                          SUPERSEDED SURVEY CONTROL
 GV1214
 GV1214  NGVD 29 (??/??/??)   56.056  (m)          183.91   (f) ADJUSTED    1 2
 GV1214
 GV1214.Superseded values are not recommended for survey control.
 GV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1214.See file dsdata.txt to determine how the superseded data were derived.
 GV1214
 GV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG847578(NAD 83)
 GV1214_MARKER: DB = BENCH MARK DISK
 GV1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1214_SP_SET: BUILDING
 GV1214_STAMPING: A 344 1958
 GV1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1214+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV1214
 GV1214  HISTORY     - Date     Condition        Report By
 GV1214  HISTORY     - 1958     MONUMENTED       CGS
 GV1214  HISTORY     - 1979     GOOD             NGS
 GV1214  HISTORY     - 1987     GOOD             USPSQD
 GV1214  HISTORY     - 1990     GOOD             USPSQD
 GV1214  HISTORY     - 19951113 GOOD             USPSQD
 GV1214  HISTORY     - 20000220 GOOD             USPSQD
 GV1214  HISTORY     - 20040225 GOOD             USPSQD
 GV1214  HISTORY     - 20060313 GOOD             USPSQD
 GV1214
 GV1214                          STATION DESCRIPTION
 GV1214
 GV1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1214'AT RICHMOND.
 GV1214'AT RICHMOND THE MARK IS SET VERTICALLY IN THE SOUTH WALL OF
 GV1214'THALHIMERS LOCATED AT 6TH AND BROAD STREETS, IN A SHORT ALLEYWAY
 GV1214'BETWEEN TWO BUILDINGS, 10 FEET EAST OF THE 6 TH STREET SIDEWALK
 GV1214'AND 4 FEET ABOVE THE DRIVEWAY.
 GV1214
 GV1214                          STATION RECOVERY (1979)
 GV1214
 GV1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (1987)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 1987 (HH)
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (1990)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (1995)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (2000)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (2004)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1214'RECOVERED IN GOOD CONDITION.
 GV1214
 GV1214                          STATION RECOVERY (2006)
 GV1214
 GV1214'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0488 ***********************************************************************
 HW0488  DESIGNATION -  A 346
 HW0488  PID         -  HW0488
 HW0488  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0488  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0488
 HW0488                         *CURRENT SURVEY CONTROL
 HW0488  ___________________________________________________________________
 HW0488* NAD 83(1986)-  38 03 23.     (N)    078 29 46.     (W)     SCALED    
 HW0488* NAVD 88     -       134.356  (meters)     440.80   (feet)  ADJUSTED  
 HW0488  ___________________________________________________________________
 HW0488  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0488  DYNAMIC HT  -         134.262 (meters)     440.49  (feet)  COMP
 HW0488  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HW0488
 HW0488  VERT ORDER  -  SECOND    CLASS 0
 HW0488
 HW0488.The horizontal coordinates were scaled from a topographic map and have
 HW0488.an estimated accuracy of +/- 6 seconds.
 HW0488
 HW0488.The orthometric height was determined by differential leveling
 HW0488.and adjusted by the National Geodetic Survey in June 1991..
 HW0488
 HW0488.The geoid height was determined by GEOID03.
 HW0488
 HW0488.The dynamic height is computed by dividing the NAVD 88
 HW0488.geopotential number by the normal gravity value computed on the
 HW0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0488.degrees latitude (g = 980.6199 gals.).
 HW0488
 HW0488.The modeled gravity was interpolated from observed gravity values.
 HW0488
 HW0488;                    North         East    Units  Estimated Accuracy
 HW0488;SPC VA S     - 1,191,230.    3,500,340.      MT  (+/- 180 meters Scaled)
 HW0488
 HW0488                          SUPERSEDED SURVEY CONTROL
 HW0488
 HW0488  NGVD 29 (??/??/92)  134.594  (m)          441.58   (f) ADJ UNCH    2 0
 HW0488
 HW0488.Superseded values are not recommended for survey control.
 HW0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0488.See file dsdata.txt to determine how the superseded data were derived.
 HW0488
 HW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC196150(NAD 83)
 HW0488_MARKER: DB = BENCH MARK DISK
 HW0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0488_SP_SET: ABUTMENT
 HW0488_STAMPING: A 346 1958
 HW0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0488
 HW0488  HISTORY     - Date     Condition        Report By
 HW0488  HISTORY     - 1958     MONUMENTED       CGS
 HW0488
 HW0488                          STATION DESCRIPTION
 HW0488
 HW0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0488'0.3 MI N FROM CHARLOTTSVILLE.
 HW0488'0.3 MILE NORTH ON U.S. HIGHWAY 29 FROM THE CHARLOTTESVILLE CITY
 HW0488'LIMITS.  0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 250
 HW0488'BYPASS, SET IN A DRILL HOLE IN THE SOUTHEAST CONCRETE ABUTMENT
 HW0488'FOR AN OVERHEAD DIRECTION SIGN FOR U.S. 250 BYPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0489 ***********************************************************************
 HW0489  DESIGNATION -  A 346 RESET
 HW0489  PID         -  HW0489
 HW0489  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0489  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0489
 HW0489                         *CURRENT SURVEY CONTROL
 HW0489  ___________________________________________________________________
 HW0489* NAD 83(1986)-  38 03 23.     (N)    078 29 46.     (W)     SCALED    
 HW0489* NAVD 88     -       137.30   (meters)     450.5    (feet)  RESET     
 HW0489  ___________________________________________________________________
 HW0489  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0489
 HW0489  VERT ORDER  -  THIRD
 HW0489
 HW0489.The horizontal coordinates were scaled from a topographic map and have
 HW0489.an estimated accuracy of +/- 6 seconds.
 HW0489
 HW0489.The orthometric height was computed from unverified reset data.
 HW0489.No vertical observational check was made to the station.
 HW0489
 HW0489.The geoid height was determined by GEOID03.
 HW0489
 HW0489;                    North         East    Units  Estimated Accuracy
 HW0489;SPC VA S     - 1,191,230.    3,500,340.      MT  (+/- 180 meters Scaled)
 HW0489
 HW0489                          SUPERSEDED SURVEY CONTROL
 HW0489
 HW0489  NGVD 29 (03/21/06)  137.54   (m)          451.2    (f) RESET       3  
 HW0489
 HW0489.Superseded values are not recommended for survey control.
 HW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0489.See file dsdata.txt to determine how the superseded data were derived.
 HW0489
 HW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC196150(NAD 83)
 HW0489_MARKER: DB = BENCH MARK DISK
 HW0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0489_STAMPING: A 346 RESET 1958
 HW0489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0489+STABILITY: SURFACE MOTION
 HW0489
 HW0489  HISTORY     - Date     Condition        Report By
 HW0489  HISTORY     - 1958     MONUMENTED       VADH
 HW0489  HISTORY     - 19990824 POOR             GEOMET
 HW0489
 HW0489                          STATION DESCRIPTION
 HW0489
 HW0489'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1958
 HW0489'AT CHARLOTTESVILLE.
 HW0489'419 FEET NORTHEAST ON U.S. HIGHWAY 29 FROM THE CITY LIMITS OF
 HW0489'CHARLOTTESVILLE, 460 FEET SOUTHWEST OF THE JUNCTION OF U.S.
 HW0489'HIGHWAY 250 BYPASS, 70 FEET SOUTHEAST OF THE CENTERLINE OF
 HW0489'SOUTHBOUND LANE OF ROUTE 29, 37 FEET SOUTHEAST OF THE CENTERLINE
 HW0489'OF NORTHBOUND LANE OF ROUTE 29, 16 FEET NORTHEAST OF THE CENTER
 HW0489'OF A PRIVATE ENTRANCE LEADING SOUTHEAST, 53 FEET NORTHEAST OF THE
 HW0489'CORNER OF A 2-STORY FRAME DWELLING OWNED BY MRS. VIRGINIA H.
 HW0489'EARHART, AND 4.5 FEET NORTHEAST OF A STATE HIGHWAY CONCRETE
 HW0489'RIGHT-OF-WAY MARKER.  THE DISK IS SET IN THE TOP OF A CONCRETE
 HW0489'POST.
 HW0489
 HW0489                          STATION RECOVERY (1999)
 HW0489
 HW0489'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (CN)
 HW0489'APPEARS TO BE MOVED.  BAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2537 ***********************************************************************
 GV2537  DESIGNATION -  A 347
 GV2537  PID         -  GV2537
 GV2537  STATE/COUNTY-  VA/GOOCHLAND
 GV2537  USGS QUAD   -  SOUTH ANNA (1981)
 GV2537
 GV2537                         *CURRENT SURVEY CONTROL
 GV2537  ___________________________________________________________________
 GV2537* NAD 83(1986)-  37 45 57.     (N)    077 52 57.     (W)     SCALED    
 GV2537* NAVD 88     -       105.590  (meters)     346.42   (feet)  ADJUSTED  
 GV2537  ___________________________________________________________________
 GV2537  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GV2537  DYNAMIC HT  -         105.520 (meters)     346.19  (feet)  COMP
 GV2537  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 GV2537
 GV2537  VERT ORDER  -  SECOND    CLASS 0
 GV2537
 GV2537.The horizontal coordinates were scaled from a topographic map and have
 GV2537.an estimated accuracy of +/- 6 seconds.
 GV2537
 GV2537.The orthometric height was determined by differential leveling
 GV2537.and adjusted by the National Geodetic Survey in June 1991..
 GV2537
 GV2537.The geoid height was determined by GEOID03.
 GV2537
 GV2537.The dynamic height is computed by dividing the NAVD 88
 GV2537.geopotential number by the normal gravity value computed on the
 GV2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2537.degrees latitude (g = 980.6199 gals.).
 GV2537
 GV2537.The modeled gravity was interpolated from observed gravity values.
 GV2537
 GV2537;                    North         East    Units  Estimated Accuracy
 GV2537;SPC VA S     - 1,159,150.    3,554,410.      MT  (+/- 180 meters Scaled)
 GV2537
 GV2537                          SUPERSEDED SURVEY CONTROL
 GV2537
 GV2537  NGVD 29 (??/??/??)  105.865  (m)          347.33   (f) ADJUSTED    2 0
 GV2537
 GV2537.Superseded values are not recommended for survey control.
 GV2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2537.See file dsdata.txt to determine how the superseded data were derived.
 GV2537
 GV2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG460837(NAD 83)
 GV2537_MARKER: DB = BENCH MARK DISK
 GV2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2537_STAMPING: A 347 1958
 GV2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2537+STABILITY: SURFACE MOTION
 GV2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2537+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2537
 GV2537  HISTORY     - Date     Condition        Report By
 GV2537  HISTORY     - 1958     MONUMENTED       CGS
 GV2537  HISTORY     - 1960     GOOD             CGS
 GV2537  HISTORY     - 19980221 GOOD             USPSQD
 GV2537  HISTORY     - 20021008 GOOD             USPSQD
 GV2537  HISTORY     - 20030109 GOOD             USPSQD
 GV2537  HISTORY     - 20060311 GOOD             USPSQD
 GV2537
 GV2537                          STATION DESCRIPTION
 GV2537
 GV2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2537'6.8 MI NW FROM OILVILLE.
 GV2537'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE
 GV2537'AT OILVILLE, 0.6 MILE NORTHWEST OF THE INTERSECTION OF ROAD
 GV2537'634, 120 YARDS SOUTHEAST OF THE TOP OF GRADE, 34 FEET SOUTHWEST
 GV2537'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF THE EAST
 GV2537'FENCE CORNER OF IN FRONT YARD OF HOME, 19 FEET NORTH-NORTHEAST OF
 GV2537'POWER LINE POLE 29580, 47 1/2 FEET EAST OF THE EAST CORNER OF
 GV2537'BRICK PORCH COLUMN AT EAST CORNER OF PORCH, 2 FEET EAST-SOUTHEAST
 GV2537'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 GV2537'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GV2537
 GV2537                          STATION RECOVERY (1998)
 GV2537
 GV2537'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2537'RECOVERED IN GOOD CONDITION.
 GV2537
 GV2537                          STATION RECOVERY (2002)
 GV2537
 GV2537'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2537' 
 GV2537' 
 GV2537
 GV2537                          STATION RECOVERY (2003)
 GV2537
 GV2537'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2537'THIS MARK IS LOCATED IN LOUISA COUNTY NOT GOOCHLAND. THE POLE NUMBER
 GV2537'IS NOW TL 43.
 GV2537
 GV2537                          STATION RECOVERY (2006)
 GV2537
 GV2537'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2537'MARK IS ALSO 190 DEGREES FROM TELEPHONE PEDESTIAL ACROSS RT 663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0911 ***********************************************************************
 GW0911  DESIGNATION -  A 348
 GW0911  PID         -  GW0911
 GW0911  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0911  USGS QUAD   -  CORNWALL (1986)
 GW0911
 GW0911                         *CURRENT SURVEY CONTROL
 GW0911  ___________________________________________________________________
 GW0911* NAD 83(1986)-  37 51 22.     (N)    079 19 38.     (W)     SCALED    
 GW0911* NAVD 88     -       514.662  (meters)    1688.52   (feet)  ADJUSTED  
 GW0911  ___________________________________________________________________
 GW0911  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW0911  DYNAMIC HT  -         514.256 (meters)    1687.19  (feet)  COMP
 GW0911  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 GW0911
 GW0911  VERT ORDER  -  FIRST     CLASS II
 GW0911
 GW0911.The horizontal coordinates were scaled from a topographic map and have
 GW0911.an estimated accuracy of +/- 6 seconds.
 GW0911
 GW0911.The orthometric height was determined by differential leveling
 GW0911.and adjusted by the National Geodetic Survey in June 1991..
 GW0911
 GW0911.The geoid height was determined by GEOID03.
 GW0911
 GW0911.The dynamic height is computed by dividing the NAVD 88
 GW0911.geopotential number by the normal gravity value computed on the
 GW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0911.degrees latitude (g = 980.6199 gals.).
 GW0911
 GW0911.The modeled gravity was interpolated from observed gravity values.
 GW0911
 GW0911;                    North         East    Units  Estimated Accuracy
 GW0911;SPC VA S     - 1,169,310.    3,427,200.      MT  (+/- 180 meters Scaled)
 GW0911
 GW0911                          SUPERSEDED SURVEY CONTROL
 GW0911
 GW0911  NGVD 29 (??/??/92)  514.791  (m)         1688.94   (f) ADJ UNCH    1 2
 GW0911
 GW0911.Superseded values are not recommended for survey control.
 GW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0911.See file dsdata.txt to determine how the superseded data were derived.
 GW0911
 GW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB471911(NAD 83)
 GW0911_MARKER: DB = BENCH MARK DISK
 GW0911_SETTING: 66 = SET IN ROCK OUTCROP
 GW0911_SP_SET: SET IN ROCK OUTCROP
 GW0911_STAMPING: A 348 1958
 GW0911_MARK LOGO: CGS   
 GW0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0911+STABILITY: POSITION/ELEVATION WELL
 GW0911
 GW0911  HISTORY     - Date     Condition        Report By
 GW0911  HISTORY     - 1958     MONUMENTED       CGS
 GW0911  HISTORY     - 1984     GOOD             NGS
 GW0911
 GW0911                          STATION DESCRIPTION
 GW0911
 GW0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0911'2.7 MI SW FROM FAIRFIELD.
 GW0911'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0911'OFFICE AT FAIRFIELD, AT A GROUP OF LARGE OUTCROPS, ON TOP OF A
 GW0911'20-BY-5-FOOT OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, 31
 GW0911'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH-BOUND LANE OF
 GW0911'THE HIGHWAY, 48 FEET SOUTHWEST OF TELEGRAPH POLE NO. 1163 A 254,
 GW0911'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW0911
 GW0911                          STATION RECOVERY (1984)
 GW0911
 GW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0911'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 GW0911'THAT THE TELEPHONE POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0946 ***********************************************************************
 GW0946  DESIGNATION -  A 349
 GW0946  PID         -  GW0946
 GW0946  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0946  USGS QUAD   -  GLASGOW (1965)
 GW0946
 GW0946                         *CURRENT SURVEY CONTROL
 GW0946  ___________________________________________________________________
 GW0946* NAD 83(1986)-  37 39 03.     (N)    079 28 42.     (W)     SCALED    
 GW0946* NAVD 88     -       302.588  (meters)     992.74   (feet)  ADJUSTED  
 GW0946  ___________________________________________________________________
 GW0946  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0946  DYNAMIC HT  -         302.350 (meters)     991.96  (feet)  COMP
 GW0946  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 GW0946
 GW0946  VERT ORDER  -  FIRST     CLASS II
 GW0946
 GW0946.The horizontal coordinates were scaled from a topographic map and have
 GW0946.an estimated accuracy of +/- 6 seconds.
 GW0946
 GW0946.The orthometric height was determined by differential leveling
 GW0946.and adjusted by the National Geodetic Survey in June 1991..
 GW0946
 GW0946.The geoid height was determined by GEOID03.
 GW0946
 GW0946.The dynamic height is computed by dividing the NAVD 88
 GW0946.geopotential number by the normal gravity value computed on the
 GW0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0946.degrees latitude (g = 980.6199 gals.).
 GW0946
 GW0946.The modeled gravity was interpolated from observed gravity values.
 GW0946
 GW0946;                    North         East    Units  Estimated Accuracy
 GW0946;SPC VA S     - 1,146,660.    3,413,670.      MT  (+/- 180 meters Scaled)
 GW0946
 GW0946                          SUPERSEDED SURVEY CONTROL
 GW0946
 GW0946  NGVD 29 (??/??/92)  302.770  (m)          993.34   (f) ADJ UNCH    1 2
 GW0946
 GW0946.Superseded values are not recommended for survey control.
 GW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0946.See file dsdata.txt to determine how the superseded data were derived.
 GW0946
 GW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB342681(NAD 83)
 GW0946_MARKER: DB = BENCH MARK DISK
 GW0946_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW0946_STAMPING: A 349 1958
 GW0946_MARK LOGO: CGS   
 GW0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0946+STABILITY: SURFACE MOTION
 GW0946
 GW0946  HISTORY     - Date     Condition        Report By
 GW0946  HISTORY     - 1958     MONUMENTED       CGS
 GW0946  HISTORY     - 1984     GOOD             NGS
 GW0946  HISTORY     - 1984     GOOD             NGS
 GW0946
 GW0946                          STATION DESCRIPTION
 GW0946
 GW0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0946'6.2 MI NE FROM NATURAL BRIDGE.
 GW0946'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW0946'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 2.5 MILES SOUTHEAST
 GW0946'ALONG COUNTY ROAD NO. 684, ON TOP OF THE NORTH END OF THE EAST
 GW0946'CONCRETE HEADWALL OF A 6-BY-6-FOOT CONCRETE BOX CULVERT UNDER THE
 GW0946'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT SOUTH
 GW0946'OF THE NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE ROAD.
 GW0946
 GW0946                          STATION RECOVERY (1984)
 GW0946
 GW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0946'RECOVERED IN GOOD CONDITION.
 GW0946
 GW0946                          STATION RECOVERY (1984)
 GW0946
 GW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0952 ***********************************************************************
 GW0952  DESIGNATION -  A 350
 GW0952  PID         -  GW0952
 GW0952  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0952  USGS QUAD   -  LEXINGTON (1978)
 GW0952
 GW0952                         *CURRENT SURVEY CONTROL
 GW0952  ___________________________________________________________________
 GW0952* NAD 83(1986)-  37 48 43.     (N)    079 28 49.     (W)     SCALED    
 GW0952* NAVD 88     -       345.437  (meters)    1133.32   (feet)  ADJUSTED  
 GW0952  ___________________________________________________________________
 GW0952  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW0952  DYNAMIC HT  -         345.168 (meters)    1132.44  (feet)  COMP
 GW0952  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 GW0952
 GW0952  VERT ORDER  -  SECOND    CLASS 0
 GW0952
 GW0952.The horizontal coordinates were scaled from a topographic map and have
 GW0952.an estimated accuracy of +/- 6 seconds.
 GW0952
 GW0952.The orthometric height was determined by differential leveling
 GW0952.and adjusted by the National Geodetic Survey in June 1991..
 GW0952
 GW0952.The geoid height was determined by GEOID03.
 GW0952
 GW0952.The dynamic height is computed by dividing the NAVD 88
 GW0952.geopotential number by the normal gravity value computed on the
 GW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0952.degrees latitude (g = 980.6199 gals.).
 GW0952
 GW0952.The modeled gravity was interpolated from observed gravity values.
 GW0952
 GW0952;                    North         East    Units  Estimated Accuracy
 GW0952;SPC VA S     - 1,164,540.    3,413,680.      MT  (+/- 180 meters Scaled)
 GW0952
 GW0952                          SUPERSEDED SURVEY CONTROL
 GW0952
 GW0952  NGVD 29 (??/??/92)  345.605  (m)         1133.87   (f) ADJ UNCH    2 0
 GW0952
 GW0952.Superseded values are not recommended for survey control.
 GW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0952.See file dsdata.txt to determine how the superseded data were derived.
 GW0952
 GW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB337860(NAD 83)
 GW0952_MARKER: DB = BENCH MARK DISK
 GW0952_SETTING: 66 = SET IN ROCK OUTCROP
 GW0952_SP_SET: SET IN ROCK OUTCROP
 GW0952_STAMPING: A 350 1958
 GW0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0952+STABILITY: POSITION/ELEVATION WELL
 GW0952
 GW0952  HISTORY     - Date     Condition        Report By
 GW0952  HISTORY     - 1958     MONUMENTED       CGS
 GW0952
 GW0952                          STATION DESCRIPTION
 GW0952
 GW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0952'2.7 MI NW FROM LEXINGTON.
 GW0952'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0952'OFFICE AT LEXINGTON, ABOUT 0.4 MILE NORTHWEST OF A BRIDGE OVER
 GW0952'WHISTLE CREEK, 102 YARDS SOUTHEAST OF THE JUNCTION OF COUNTY ROAD
 GW0952'NO. 641 LEADING SOUTHWEST, ON THE TOP OF A 4-BY-6-FOOT OUTCROP
 GW0952'PROJECTING 2 FEET ABOVE THE GROUND, 23 FEET NORTHEAST OF THE
 GW0952'CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET ABOVE THE LEVEL OF
 GW0952'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1666 ***********************************************************************
 GW1666  DESIGNATION -  A 351
 GW1666  PID         -  GW1666
 GW1666  STATE/COUNTY-  VA/ALLEGHANY
 GW1666  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1666
 GW1666                         *CURRENT SURVEY CONTROL
 GW1666  ___________________________________________________________________
 GW1666* NAD 83(1986)-  37 48 22.     (N)    079 44 26.     (W)     SCALED    
 GW1666* NAVD 88     -       326.330  (meters)    1070.63   (feet)  ADJUSTED  
 GW1666  ___________________________________________________________________
 GW1666  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW1666  DYNAMIC HT  -         326.074 (meters)    1069.79  (feet)  COMP
 GW1666  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 GW1666
 GW1666  VERT ORDER  -  SECOND    CLASS 0
 GW1666
 GW1666.The horizontal coordinates were scaled from a topographic map and have
 GW1666.an estimated accuracy of +/- 6 seconds.
 GW1666
 GW1666.The orthometric height was determined by differential leveling
 GW1666.and adjusted by the National Geodetic Survey in June 1991..
 GW1666
 GW1666.The geoid height was determined by GEOID03.
 GW1666
 GW1666.The dynamic height is computed by dividing the NAVD 88
 GW1666.geopotential number by the normal gravity value computed on the
 GW1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1666.degrees latitude (g = 980.6199 gals.).
 GW1666
 GW1666.The modeled gravity was interpolated from observed gravity values.
 GW1666
 GW1666;                    North         East    Units  Estimated Accuracy
 GW1666;SPC VA S     - 1,164,160.    3,390,760.      MT  (+/- 180 meters Scaled)
 GW1666
 GW1666                          SUPERSEDED SURVEY CONTROL
 GW1666
 GW1666  NGVD 29 (??/??/92)  326.520  (m)         1071.26   (f) ADJ UNCH    2 0
 GW1666
 GW1666.Superseded values are not recommended for survey control.
 GW1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1666.See file dsdata.txt to determine how the superseded data were derived.
 GW1666
 GW1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB108850(NAD 83)
 GW1666_MARKER: DB = BENCH MARK DISK
 GW1666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1666_SP_SET: BRIDGE
 GW1666_STAMPING: A 351 1958
 GW1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1666
 GW1666  HISTORY     - Date     Condition        Report By
 GW1666  HISTORY     - 1958     MONUMENTED       CGS
 GW1666
 GW1666                          STATION DESCRIPTION
 GW1666
 GW1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1666'5.8 MI E FROM CLIFTON FORGE.
 GW1666'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1666'AT CLIFTON FORGE, ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 GW1666'ABUTMENT OF THE LARGE HIGHWAY BRIDGE OVER THE COW PASTURE RIVER,
 GW1666'13.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 GW1666'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1673 ***********************************************************************
 GW1673  DESIGNATION -  A 352 RESET 1968
 GW1673  PID         -  GW1673
 GW1673  STATE/COUNTY-  VA/ALLEGHANY
 GW1673  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1673
 GW1673                         *CURRENT SURVEY CONTROL
 GW1673  ___________________________________________________________________
 GW1673* NAD 83(1986)-  37 49 36.     (N)    079 47 20.     (W)     SCALED    
 GW1673* NAVD 88     -       330.79   (+/-2cm)    1085.3    (feet)  VERTCON   
 GW1673  ___________________________________________________________________
 GW1673  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW1673
 GW1673  VERT ORDER  -  THIRD (See Below)
 GW1673
 GW1673.The horizontal coordinates were scaled from a topographic map and have
 GW1673.an estimated accuracy of +/- 6 seconds.
 GW1673
 GW1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1673.The vertical order pertains to the NGVD 29 superseded value.
 GW1673
 GW1673.The geoid height was determined by GEOID03.
 GW1673
 GW1673;                    North         East    Units  Estimated Accuracy
 GW1673;SPC VA S     - 1,166,500.    3,386,530.      MT  (+/- 180 meters Scaled)
 GW1673
 GW1673                          SUPERSEDED SURVEY CONTROL
 GW1673
 GW1673  NGVD 29 (03/21/06)  330.98   (m)         1085.9    (f) RESET       3  
 GW1673
 GW1673.Superseded values are not recommended for survey control.
 GW1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1673.See file dsdata.txt to determine how the superseded data were derived.
 GW1673
 GW1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB065872(NAD 83)
 GW1673_MARKER: DD = SURVEY DISK
 GW1673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1673_SP_SET: BRIDGE
 GW1673_STAMPING: A 352 RESET 1968
 GW1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1673
 GW1673  HISTORY     - Date     Condition        Report By
 GW1673  HISTORY     - 1968     MONUMENTED       VADH
 GW1673  HISTORY     - 1969     GOOD             NGS
 GW1673
 GW1673                          STATION DESCRIPTION
 GW1673
 GW1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GW1673'2.3 MI E FROM CLIFTON FORGE.
 GW1673'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1673'AT CLIFTON FORGE, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 GW1673'OF THE EAST ABUTMENT OF THE W.B.L. BRIDGE ON ROUTE 64 OVER
 GW1673'WILSON CREEK, 20 FEET RIGHT OF CENTER LINE HIGHWAY STATION
 GW1673'335 + 54.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0010 ***********************************************************************
 GX0010  DESIGNATION -  A 353
 GX0010  PID         -  GX0010
 GX0010  STATE/COUNTY-  VA/ALLEGHANY
 GX0010  USGS QUAD   -  CALLAGHAN (1977)
 GX0010
 GX0010                         *CURRENT SURVEY CONTROL
 GX0010  ___________________________________________________________________
 GX0010* NAD 83(1986)-  37 47 43.     (N)    080 05 20.     (W)     SCALED    
 GX0010* NAVD 88     -       451.906  (meters)    1482.63   (feet)  ADJUSTED  
 GX0010  ___________________________________________________________________
 GX0010  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0010  DYNAMIC HT  -         451.538 (meters)    1481.42  (feet)  COMP
 GX0010  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 GX0010
 GX0010  VERT ORDER  -  FIRST     CLASS II
 GX0010
 GX0010.The horizontal coordinates were scaled from a topographic map and have
 GX0010.an estimated accuracy of +/- 6 seconds.
 GX0010
 GX0010.The orthometric height was determined by differential leveling
 GX0010.and adjusted by the National Geodetic Survey in June 1991..
 GX0010
 GX0010.The geoid height was determined by GEOID03.
 GX0010
 GX0010.The dynamic height is computed by dividing the NAVD 88
 GX0010.geopotential number by the normal gravity value computed on the
 GX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0010.degrees latitude (g = 980.6199 gals.).
 GX0010
 GX0010.The modeled gravity was interpolated from observed gravity values.
 GX0010
 GX0010;                    North         East    Units  Estimated Accuracy
 GX0010;SPC VA S     - 1,163,420.    3,360,070.      MT  (+/- 180 meters Scaled)
 GX0010
 GX0010                          SUPERSEDED SURVEY CONTROL
 GX0010
 GX0010  NGVD 29 (??/??/92)  452.068  (m)         1483.16   (f) ADJ UNCH    1 2
 GX0010
 GX0010.Superseded values are not recommended for survey control.
 GX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0010.See file dsdata.txt to determine how the superseded data were derived.
 GX0010
 GX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB802834(NAD 83)
 GX0010_MARKER: DB = BENCH MARK DISK
 GX0010_SETTING: 66 = SET IN ROCK OUTCROP
 GX0010_SP_SET: ROCK CUT
 GX0010_STAMPING: A 353 1958
 GX0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0010+STABILITY: POSITION/ELEVATION WELL
 GX0010
 GX0010  HISTORY     - Date     Condition        Report By
 GX0010  HISTORY     - 1958     MONUMENTED       CGS
 GX0010  HISTORY     - 1958     GOOD             NGS
 GX0010
 GX0010                          STATION DESCRIPTION
 GX0010
 GX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0010'0.9 MI SW FROM CALLAGHAN.
 GX0010'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0010'FROM THE STATION AT CALLAGHAN, 0.1 MILE WEST OF MILEPOST 296, ON
 GX0010'THE INSIDE AND AT THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 GX0010'WEST AND SOUTHEAST, 32 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 GX0010'SOUTH TRACK, 23 1/2 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 GX0010'LEADING SOUTH, 42 1/2 FEET WEST OF THE FIFTH TELEGRAPH POLE WEST
 GX0010'OF THE MILEPOST, 9 FEET NORTH OF CENTER LINE OF DIRT ROAD LEADING
 GX0010'EAST ALONG TELEGRAPH POLE LINE, IN TOP OF THE WEST END OF A SHALE
 GX0010'ROCK CUT, 3 FEET NORTHEAST OF THE SOUTHWEST END OF THE ROCK,
 GX0010'1/2 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE CUT, AND ABOUT 1
 GX0010'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1455 ***********************************************************************
 GX1455  DESIGNATION -  A 36
 GX1455  PID         -  GX1455
 GX1455  STATE/COUNTY-  VA/BLAND
 GX1455  USGS QUAD   -  BIG BEND (1977)
 GX1455
 GX1455                         *CURRENT SURVEY CONTROL
 GX1455  ___________________________________________________________________
 GX1455* NAD 83(1986)-  37 05 15.     (N)    081 08 30.     (W)     SCALED    
 GX1455* NAVD 88     -       765.590  (meters)    2511.77   (feet)  ADJUSTED  
 GX1455  ___________________________________________________________________
 GX1455  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1455  DYNAMIC HT  -         764.885 (meters)    2509.46  (feet)  COMP
 GX1455  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 GX1455
 GX1455  VERT ORDER  -  FIRST     CLASS II
 GX1455
 GX1455.The horizontal coordinates were scaled from a topographic map and have
 GX1455.an estimated accuracy of +/- 6 seconds.
 GX1455
 GX1455.The orthometric height was determined by differential leveling
 GX1455.and adjusted by the National Geodetic Survey in June 1991..
 GX1455
 GX1455.The geoid height was determined by GEOID03.
 GX1455
 GX1455.The dynamic height is computed by dividing the NAVD 88
 GX1455.geopotential number by the normal gravity value computed on the
 GX1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1455.degrees latitude (g = 980.6199 gals.).
 GX1455
 GX1455.The modeled gravity was interpolated from observed gravity values.
 GX1455
 GX1455;                    North         East    Units  Estimated Accuracy
 GX1455;SPC VA S     - 1,086,980.    3,265,170.      MT  (+/- 180 meters Scaled)
 GX1455
 GX1455                          SUPERSEDED SURVEY CONTROL
 GX1455
 GX1455  NGVD 29 (??/??/92)  765.648  (m)         2511.96   (f) ADJ UNCH    1 2
 GX1455
 GX1455.Superseded values are not recommended for survey control.
 GX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1455.See file dsdata.txt to determine how the superseded data were derived.
 GX1455
 GX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB874045(NAD 83)
 GX1455_MARKER: DB = BENCH MARK DISK
 GX1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1455_STAMPING: 2512.180 A 36 1934
 GX1455_MARK LOGO: CGS   
 GX1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1455+STABILITY: SURFACE MOTION
 GX1455
 GX1455  HISTORY     - Date     Condition        Report By
 GX1455  HISTORY     - 1934     MONUMENTED       CGS
 GX1455  HISTORY     - 1963     GOOD             NGS
 GX1455  HISTORY     - 1984     GOOD             NGS
 GX1455
 GX1455                          STATION DESCRIPTION
 GX1455
 GX1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX1455'1.9 MI SW FROM BLAND.
 GX1455'ABOUT 0.15 MILE NORTH ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1455'IN BLAND, THENCE 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 21 AND
 GX1455'52, SET IN TOP OF A CONCRETE POST IN THE FRONT YARD OF MR. H.C.
 GX1455'GROSECLOSE, 61.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GX1455'WHITE FRAME HOUSE, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 GX1455'HIGHWAY, 4.5 FEET SOUTHWEST OF A FENCE CORNER AND ABOUT 1 FOOT
 GX1455'ABOVE THE LEVEL OF THE HIGHWAY.
 GX1455
 GX1455                          STATION RECOVERY (1984)
 GX1455
 GX1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0524 ***********************************************************************
 HW0524  DESIGNATION -  A 364
 HW0524  PID         -  HW0524
 HW0524  STATE/COUNTY-  VA/ALBEMARLE
 HW0524  USGS QUAD   -  EARLYSVILLE (1984)
 HW0524
 HW0524                         *CURRENT SURVEY CONTROL
 HW0524  ___________________________________________________________________
 HW0524* NAD 83(1986)-  38 08 16.     (N)    078 27 02.     (W)     SCALED    
 HW0524* NAVD 88     -       188.22   (+/-2cm)     617.5    (feet)  VERTCON   
 HW0524  ___________________________________________________________________
 HW0524  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW0524
 HW0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW0524
 HW0524.This mark is at Charlottesville-Albemarle Airport (CHO)
 HW0524
 HW0524.The horizontal coordinates were scaled from a topographic map and have
 HW0524.an estimated accuracy of +/- 6 seconds.
 HW0524
 HW0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0524.The vertical order pertains to the NGVD 29 superseded value.
 HW0524
 HW0524.The geoid height was determined by GEOID03.
 HW0524
 HW0524;                    North         East    Units  Estimated Accuracy
 HW0524;SPC VA S     - 1,200,260.    3,504,340.      MT  (+/- 180 meters Scaled)
 HW0524
 HW0524                          SUPERSEDED SURVEY CONTROL
 HW0524
 HW0524  NGVD 29 (??/??/92)  188.446  (m)          618.26   (f) ADJ UNCH    2 0
 HW0524
 HW0524.Superseded values are not recommended for survey control.
 HW0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0524.See file dsdata.txt to determine how the superseded data were derived.
 HW0524
 HW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC234241(NAD 83)
 HW0524_MARKER: DB = BENCH MARK DISK
 HW0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0524_SP_SET: HANGER
 HW0524_STAMPING: A 364 1958
 HW0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0524
 HW0524  HISTORY     - Date     Condition        Report By
 HW0524  HISTORY     - 1958     MONUMENTED       CGS
 HW0524  HISTORY     - 1971     GOOD             NGS
 HW0524
 HW0524                          STATION DESCRIPTION
 HW0524
 HW0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0524'2.4 MI SE FROM EARLYVILLE.
 HW0524'THE MARK IS LOCATED ON THE CHARLOTTESVILLE-ALBEMARLE AIRPORT,
 HW0524'2.4 MILES SOUTHEAST OF EARLYVILLE, VIRGINIA.  THE MARK IS SET
 HW0524'IN THE CONCRETE RUNWAY OF THE SLIDING DOORS OF THE AIRPORT
 HW0524'HANGER.  IT IS SET IN A DRILL HOLE IN THE CENTER FRONT OF THE
 HW0524'HANGER AND IS STAMPED A 364 1958.
 HW0524
 HW0524                          STATION RECOVERY (1971)
 HW0524
 HW0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2808 ***********************************************************************
 HV2808  DESIGNATION -  A 365
 HV2808  PID         -  HV2808
 HV2808  STATE/COUNTY-  VA/FAIRFAX
 HV2808  USGS QUAD   -  HERNDON (1994)
 HV2808
 HV2808                         *CURRENT SURVEY CONTROL
 HV2808  ___________________________________________________________________
 HV2808* NAD 83(1986)-  38 54 39.     (N)    077 25 18.     (W)     SCALED    
 HV2808* NAVD 88     -       107.429  (meters)     352.46   (feet)  ADJUSTED  
 HV2808  ___________________________________________________________________
 HV2808  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2808  DYNAMIC HT  -         107.370 (meters)     352.26  (feet)  COMP
 HV2808  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 HV2808
 HV2808  VERT ORDER  -  SECOND    CLASS 0
 HV2808
 HV2808.The horizontal coordinates were scaled from a topographic map and have
 HV2808.an estimated accuracy of +/- 6 seconds.
 HV2808
 HV2808.The orthometric height was determined by differential leveling
 HV2808.and adjusted by the National Geodetic Survey in June 1991..
 HV2808
 HV2808.The geoid height was determined by GEOID03.
 HV2808
 HV2808.The dynamic height is computed by dividing the NAVD 88
 HV2808.geopotential number by the normal gravity value computed on the
 HV2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2808.degrees latitude (g = 980.6199 gals.).
 HV2808
 HV2808.The modeled gravity was interpolated from observed gravity values.
 HV2808
 HV2808;                    North         East    Units  Estimated Accuracy
 HV2808;SPC VA N     - 2,138,650.    3,593,520.      MT  (+/- 180 meters Scaled)
 HV2808
 HV2808                          SUPERSEDED SURVEY CONTROL
 HV2808
 HV2808  NGVD 29 (??/??/??)  107.636  (m)          353.14   (f) ADJUSTED    2 0
 HV2808
 HV2808.Superseded values are not recommended for survey control.
 HV2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2808.See file dsdata.txt to determine how the superseded data were derived.
 HV2808
 HV2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ900096(NAD 83)
 HV2808_MARKER: DB = BENCH MARK DISK
 HV2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2808_STAMPING: A 365 1958
 HV2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2808+STABILITY: SURFACE MOTION
 HV2808
 HV2808  HISTORY     - Date     Condition        Report By
 HV2808  HISTORY     - 1958     MONUMENTED       CGS
 HV2808  HISTORY     - 1960     GOOD             CGS
 HV2808
 HV2808                          STATION DESCRIPTION
 HV2808
 HV2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2808'1.4 MI N FROM STERLING.
 HV2808'1.4 MILES NORTH ALONG STATE HIGHWAY 28 (SECONDARY STATE HWY. 657)
 HV2808'FROM THE POST OFFICE IN CHANTILLY, AND ABOUT 2.0 MILES SOUTH OF
 HV2808'FLORIS ELEMENTARY SCHOOL.  MARK IS ABOUT 300 FEET SOUTHEAST OF A
 HV2808'LARGE BRICK HOUSE, 110 FEET SOUTHEAST OF A 14-INCH POPLAR TREE,
 HV2808'71.6 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE LEADING TO
 HV2808'HOUSE, 47.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 657,
 HV2808'46.8 FEET SOUTHWEST OF POWER LINE POLE NO. 758, AND 1.0 FOOT
 HV2808'SOUTH OF WOODEN FENCE.  THE MARK IS SET IN TOP OF A 6-INCH SQUARE
 HV2808'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND, IT IS 2.2
 HV2808'FEET EAST OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7911 ***********************************************************************
 HV7911  DESIGNATION -  A 367
 HV7911  PID         -  HV7911
 HV7911  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7911  USGS QUAD   -  GUINEA (1966)
 HV7911
 HV7911                         *CURRENT SURVEY CONTROL
 HV7911  ___________________________________________________________________
 HV7911* NAD 83(1986)-  38 13 25.     (N)    077 25 23.     (W)     SCALED    
 HV7911* NAVD 88     -        26.811  (meters)      87.96   (feet)  ADJUSTED  
 HV7911  ___________________________________________________________________
 HV7911  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV7911  DYNAMIC HT  -          26.795 (meters)      87.91  (feet)  COMP
 HV7911  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 HV7911
 HV7911  VERT ORDER  -  FIRST     CLASS I
 HV7911
 HV7911.The horizontal coordinates were scaled from a topographic map and have
 HV7911.an estimated accuracy of +/- 6 seconds.
 HV7911
 HV7911.The orthometric height was determined by differential leveling
 HV7911.and adjusted by the National Geodetic Survey in June 1991..
 HV7911
 HV7911.The geoid height was determined by GEOID03.
 HV7911
 HV7911.The dynamic height is computed by dividing the NAVD 88
 HV7911.geopotential number by the normal gravity value computed on the
 HV7911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7911.degrees latitude (g = 980.6199 gals.).
 HV7911
 HV7911.The modeled gravity was interpolated from observed gravity values.
 HV7911
 HV7911;                    North         East    Units  Estimated Accuracy
 HV7911;SPC VA N     - 2,062,370.    3,594,300.      MT  (+/- 180 meters Scaled)
 HV7911
 HV7911                          SUPERSEDED SURVEY CONTROL
 HV7911
 HV7911  NGVD 29 (??/??/??)   27.060  (m)           88.78   (f) ADJUSTED    1 1
 HV7911
 HV7911.Superseded values are not recommended for survey control.
 HV7911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7911.See file dsdata.txt to determine how the superseded data were derived.
 HV7911
 HV7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH878334(NAD 83)
 HV7911_MARKER: DV = VERTICAL CONTROL DISK
 HV7911_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HV7911_SP_SET: GALVANIZED STEEL ROD
 HV7911_STAMPING: A 367 1978
 HV7911_MARK LOGO: NGS   
 HV7911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7911+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7911
 HV7911  HISTORY     - Date     Condition        Report By
 HV7911  HISTORY     - 1978     MONUMENTED       NGS
 HV7911  HISTORY     - 1981     GOOD             NGS
 HV7911  HISTORY     - 1983     GOOD             NGS
 HV7911  HISTORY     - 19910828 GOOD             NGS
 HV7911  HISTORY     - 19981024 GOOD             USPSQD
 HV7911
 HV7911                          STATION DESCRIPTION
 HV7911
 HV7911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7911'6.9 MI SOUTH FROM FREDERICKSBURG.
 HV7911'5.8 MILES SOUTHEAST ALONG US HIGHWAY 17 AND STATE HIGHWAY 2 FROM
 HV7911'THE POST OFFICE AT FREDERICKSBURG, THENCE 1.1 MILES WEST ALONG
 HV7911'HIGHWAY 17 BYPASS FROM THE JUNCTION OF HIGHWAY 2 (HIGHWAY 2 CONTINUES
 HV7911'SOUTH), 0.15 MILE EAST OF THE JUNCTION OF COUNTY ROAD 609 AT THE
 HV7911'EAST END OF THE SOUTH GUARDRAIL, 67 FT SOUTH OF THE CENTERLINE
 HV7911'OF HIGHWAY, 41 FT SOUTH OF THE EAST END OF GUARDRAIL, 1 FT NORTH OF
 HV7911'THE SOUTH RIGHT-OF-WAY FENCE, 1 FT EAST OF Y FENCE SUPPORT.  THE MARK
 HV7911'IS A STANDARD DISK SET LEVEL WITH THE GROUND ACCESS TO WHICH IS HAD
 HV7911'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 HV7911
 HV7911                          STATION RECOVERY (1981)
 HV7911
 HV7911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV7911'RECOVERED IN GOOD CONDITION.
 HV7911
 HV7911                          STATION RECOVERY (1983)
 HV7911
 HV7911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7911'RECOVERED IN GOOD CONDITION.
 HV7911
 HV7911                          STATION RECOVERY (1991)
 HV7911
 HV7911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7911'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7911'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7911'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7911'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV7911'HIGHWAY 17 NORTH FOR 1.1 MI (1.8 KM) TO THE MARK ON THE LEFT 0.25 MI
 HV7911'(0.40 KM) BEFORE THE INTERSECTION WITH STATE ROUTE 609.  THE MARK IS
 HV7911'SET INSIDE A 4-INCH PVC PIPE WITH THREADED CAP PROJECTING 2 INCHES
 HV7911'ABOVE GROUND.  0.9 FT (0.3 M) NORTH OF A WEBWIRE FENCE 1.3 FT (0.4 M)
 HV7911'EAST OF A WITNESS POST 41.6 FT (12.7 M) SOUTHEAST OF THE EAST END OF
 HV7911'A GUARDRAIL 51.6 FT (15.7 M) SOUTH OF THE SOUTH EDGE OF THE EASTBOUND
 HV7911'LANE OF US HWY 17
 HV7911
 HV7911                          STATION RECOVERY (1998)
 HV7911
 HV7911'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1698 ***********************************************************************
 GW1698  DESIGNATION -  A 368
 GW1698  PID         -  GW1698
 GW1698  STATE/COUNTY-  VA/BOTETOURT
 GW1698  USGS QUAD   -  BUCHANAN (1985)
 GW1698
 GW1698                         *CURRENT SURVEY CONTROL
 GW1698  ___________________________________________________________________
 GW1698* NAD 83(1986)-  37 31 22.     (N)    079 41 09.     (W)     SCALED    
 GW1698* NAVD 88     -       262.017  (meters)     859.63   (feet)  ADJUSTED  
 GW1698  ___________________________________________________________________
 GW1698  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW1698  DYNAMIC HT  -         261.808 (meters)     858.95  (feet)  COMP
 GW1698  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 GW1698
 GW1698  VERT ORDER  -  FIRST     CLASS II
 GW1698
 GW1698.The horizontal coordinates were scaled from a topographic map and have
 GW1698.an estimated accuracy of +/- 6 seconds.
 GW1698
 GW1698.The orthometric height was determined by differential leveling
 GW1698.and adjusted by the National Geodetic Survey in June 1991..
 GW1698
 GW1698.The geoid height was determined by GEOID03.
 GW1698
 GW1698.The dynamic height is computed by dividing the NAVD 88
 GW1698.geopotential number by the normal gravity value computed on the
 GW1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1698.degrees latitude (g = 980.6199 gals.).
 GW1698
 GW1698.The modeled gravity was interpolated from observed gravity values.
 GW1698
 GW1698;                    North         East    Units  Estimated Accuracy
 GW1698;SPC VA S     - 1,132,660.    3,395,180.      MT  (+/- 180 meters Scaled)
 GW1698
 GW1698                          SUPERSEDED SURVEY CONTROL
 GW1698
 GW1698  NGVD 29 (??/??/92)  262.223  (m)          860.31   (f) ADJ UNCH    1 2
 GW1698
 GW1698.Superseded values are not recommended for survey control.
 GW1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1698.See file dsdata.txt to determine how the superseded data were derived.
 GW1698
 GW1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB161536(NAD 83)
 GW1698_MARKER: DB = BENCH MARK DISK
 GW1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW1698_STAMPING: A 368 1959
 GW1698_MARK LOGO: CGS   
 GW1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1698+STABILITY: SURFACE MOTION
 GW1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1698+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 GW1698
 GW1698  HISTORY     - Date     Condition        Report By
 GW1698  HISTORY     - 1959     MONUMENTED       CGS
 GW1698  HISTORY     - 1984     GOOD             NGS
 GW1698  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 GW1698  HISTORY     - 20030822 GOOD             GEOCAC
 GW1698  HISTORY     - 20060827 GOOD             USPSQD
 GW1698
 GW1698                          STATION DESCRIPTION
 GW1698
 GW1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1698'0.6 MI SW FROM BUCHANAN.
 GW1698'ABOUT 0.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 GW1698'END OF THE CONCRETE HIGHWAY BRIDGE OVER JAMES RIVER AT BUCHANAN,
 GW1698'0.55 MILE SOUTHWEST OF THE POST OFFICE, 2 FEET SOUTHEAST OF
 GW1698'THE SOUTHEAST CURB OF THE HIGHWAY AND ON THE INSIDE OF A CURVE,
 GW1698'92 FEET NORTHEAST OF THE SOUTHWEST END OF A STONE MASONRY
 GW1698'RETAINING WALL, 144 FEET SOUTHWEST OF THE NORTHEAST END OF
 GW1698'SAME WALL, SET VERTICALLY IN THE NORTHWEST FACE OF RETAINING
 GW1698'WALL, 2.3 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET
 GW1698'ABOVE THE LEVEL OF THE HIGHWAY.
 GW1698
 GW1698                          STATION RECOVERY (1984)
 GW1698
 GW1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1698'RECOVERED IN GOOD CONDITION.
 GW1698
 GW1698                          STATION RECOVERY (1995)
 GW1698
 GW1698'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1698'MARK NOT FOUND.
 GW1698
 GW1698                          STATION RECOVERY (2003)
 GW1698
 GW1698'RECOVERY NOTE BY GEOCACHING 2003 (AMT)
 GW1698'RECOVERED IN GOOD CONDITION.
 GW1698
 GW1698                          STATION RECOVERY (2006)
 GW1698
 GW1698'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1069 ***********************************************************************
 FZ1069  DESIGNATION -  A 37
 FZ1069  PID         -  FZ1069
 FZ1069  STATE/COUNTY-  VA/WASHINGTON
 FZ1069  USGS QUAD   -  DAMASCUS (1969)
 FZ1069
 FZ1069                         *CURRENT SURVEY CONTROL
 FZ1069  ___________________________________________________________________
 FZ1069* NAD 83(1986)-  36 37 35.     (N)    081 46 37.     (W)     SCALED    
 FZ1069* NAVD 88     -       616.257  (meters)    2021.84   (feet)  ADJUSTED  
 FZ1069  ___________________________________________________________________
 FZ1069  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ1069  DYNAMIC HT  -         615.674 (meters)    2019.92  (feet)  COMP
 FZ1069  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 FZ1069
 FZ1069  VERT ORDER  -  SECOND    CLASS 0
 FZ1069
 FZ1069.The horizontal coordinates were scaled from a topographic map and have
 FZ1069.an estimated accuracy of +/- 6 seconds.
 FZ1069
 FZ1069.The orthometric height was determined by differential leveling
 FZ1069.and adjusted by the National Geodetic Survey in June 1991..
 FZ1069
 FZ1069.The geoid height was determined by GEOID03.
 FZ1069
 FZ1069.The dynamic height is computed by dividing the NAVD 88
 FZ1069.geopotential number by the normal gravity value computed on the
 FZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1069.degrees latitude (g = 980.6199 gals.).
 FZ1069
 FZ1069.The modeled gravity was interpolated from observed gravity values.
 FZ1069
 FZ1069;                    North         East    Units  Estimated Accuracy
 FZ1069;SPC VA S     - 1,037,610.    3,206,940.      MT  (+/- 180 meters Scaled)
 FZ1069
 FZ1069                          SUPERSEDED SURVEY CONTROL
 FZ1069
 FZ1069  NGVD 29 (??/??/92)  616.329  (m)         2022.07   (f) ADJ UNCH    2 0
 FZ1069
 FZ1069.Superseded values are not recommended for survey control.
 FZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1069.See file dsdata.txt to determine how the superseded data were derived.
 FZ1069
 FZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA305537(NAD 83)
 FZ1069_MARKER: DB = BENCH MARK DISK
 FZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1069_STAMPING: A 37 1934
 FZ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1069+STABILITY: SURFACE MOTION
 FZ1069
 FZ1069  HISTORY     - Date     Condition        Report By
 FZ1069  HISTORY     - 1934     MONUMENTED       CGS
 FZ1069
 FZ1069                          STATION DESCRIPTION
 FZ1069
 FZ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1069'0.7 MI S FROM DAMASCUS.
 FZ1069'0.7 MILES SOUTH ALONG STATE HIGHWAY 78 FROM DAMASCUS, WASHINGTON
 FZ1069'COUNTY, ON THE PROPERTY OF HATTIE PATRICK, 55 FEET NORTH OF THE
 FZ1069'GATE TO THE HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ1069'15 FEET NORTHEAST OF A POLE, AND 2 FEET NORTH OF A FENCE.  A
 FZ1069'STANDARD DISK, STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE
 FZ1069'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0532 ***********************************************************************
 GX0532  DESIGNATION -  A 370
 GX0532  PID         -  GX0532
 GX0532  STATE/COUNTY-  VA/MONTGOMERY
 GX0532  USGS QUAD   -  RADFORD NORTH (1984)
 GX0532
 GX0532                         *CURRENT SURVEY CONTROL
 GX0532  ___________________________________________________________________
 GX0532* NAD 83(1986)-  37 07 55.     (N)    080 31 11.     (W)     SCALED    
 GX0532* NAVD 88     -       538.926  (meters)    1768.13   (feet)  ADJUSTED  
 GX0532  ___________________________________________________________________
 GX0532  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX0532  DYNAMIC HT  -         538.446 (meters)    1766.55  (feet)  COMP
 GX0532  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GX0532
 GX0532  VERT ORDER  -  FIRST     CLASS II
 GX0532
 GX0532.The horizontal coordinates were scaled from a topographic map and have
 GX0532.an estimated accuracy of +/- 6 seconds.
 GX0532
 GX0532.The orthometric height was determined by differential leveling
 GX0532.and adjusted by the National Geodetic Survey in June 1991..
 GX0532
 GX0532.The geoid height was determined by GEOID03.
 GX0532
 GX0532.The dynamic height is computed by dividing the NAVD 88
 GX0532.geopotential number by the normal gravity value computed on the
 GX0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0532.degrees latitude (g = 980.6199 gals.).
 GX0532
 GX0532.The modeled gravity was interpolated from observed gravity values.
 GX0532
 GX0532;                    North         East    Units  Estimated Accuracy
 GX0532;SPC VA S     - 1,090,550.    3,320,550.      MT  (+/- 180 meters Scaled)
 GX0532
 GX0532                          SUPERSEDED SURVEY CONTROL
 GX0532
 GX0532  NGVD 29 (??/??/92)  539.034  (m)         1768.48   (f) ADJ UNCH    1 2
 GX0532
 GX0532.Superseded values are not recommended for survey control.
 GX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0532.See file dsdata.txt to determine how the superseded data were derived.
 GX0532
 GX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB426096(NAD 83)
 GX0532_MARKER: DB = BENCH MARK DISK
 GX0532_SETTING: 66 = SET IN ROCK OUTCROP
 GX0532_SP_SET: ROCK CUT
 GX0532_STAMPING: A 370 1959
 GX0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0532+STABILITY: POSITION/ELEVATION WELL
 GX0532
 GX0532  HISTORY     - Date     Condition        Report By
 GX0532  HISTORY     - 1959     MONUMENTED       CGS
 GX0532
 GX0532                          STATION DESCRIPTION
 GX0532
 GX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0532'2.2 MI E FROM RADFORD.
 GX0532'2.15 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GX0532'RADFORD, ABOUT 0.5 MILE EAST OF THE CONCRETE HIGHWAY BRIDGE OVER
 GX0532'THE MOUTH OF PLUM CREEK, 27 FEET NORTHEAST OF THE CENTER LINE
 GX0532'OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH SMOOTH FACE OF A
 GX0532'9-FOOT-HIGH AND 5-FOOT-WIDE VERTICAL ROCK IN 25-FOOT-HIGH ROCK
 GX0532'CUT, 97 FEET NORTHWEST OF THE NORTHWEST END OF THE NORTH CONCRETE
 GX0532'BANISTER OF HIGHWAY BRIDGE OVER PLUM CREEK, AND ABOUT 5 FEET
 GX0532'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0248 ***********************************************************************
 GX0248  DESIGNATION -  A 371
 GX0248  PID         -  GX0248
 GX0248  STATE/COUNTY-  VA/MONTGOMERY
 GX0248  USGS QUAD   -  IRONTO (1982)
 GX0248
 GX0248                         *CURRENT SURVEY CONTROL
 GX0248  ___________________________________________________________________
 GX0248* NAD 83(1986)-  37 10 08.     (N)    080 15 42.     (W)     SCALED    
 GX0248* NAVD 88     -       441.893  (meters)    1449.78   (feet)  ADJUSTED  
 GX0248  ___________________________________________________________________
 GX0248  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GX0248  DYNAMIC HT  -         441.511 (meters)    1448.52  (feet)  COMP
 GX0248  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 GX0248
 GX0248  VERT ORDER  -  FIRST     CLASS II
 GX0248
 GX0248.The horizontal coordinates were scaled from a topographic map and have
 GX0248.an estimated accuracy of +/- 6 seconds.
 GX0248
 GX0248.The orthometric height was determined by differential leveling
 GX0248.and adjusted by the National Geodetic Survey in June 1991..
 GX0248
 GX0248.The geoid height was determined by GEOID03.
 GX0248
 GX0248.The dynamic height is computed by dividing the NAVD 88
 GX0248.geopotential number by the normal gravity value computed on the
 GX0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0248.degrees latitude (g = 980.6199 gals.).
 GX0248
 GX0248.The modeled gravity was interpolated from observed gravity values.
 GX0248
 GX0248;                    North         East    Units  Estimated Accuracy
 GX0248;SPC VA S     - 1,094,190.    3,343,560.      MT  (+/- 180 meters Scaled)
 GX0248
 GX0248                          SUPERSEDED SURVEY CONTROL
 GX0248
 GX0248  NGVD 29 (??/??/92)  442.035  (m)         1450.24   (f) ADJ UNCH    1 2
 GX0248
 GX0248.Superseded values are not recommended for survey control.
 GX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0248.See file dsdata.txt to determine how the superseded data were derived.
 GX0248
 GX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB655138(NAD 83)
 GX0248_MARKER: DB = BENCH MARK DISK
 GX0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0248_SP_SET: CULVERT
 GX0248_STAMPING: A 371 1959
 GX0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0248
 GX0248  HISTORY     - Date     Condition        Report By
 GX0248  HISTORY     - 1959     MONUMENTED       CGS
 GX0248
 GX0248                          STATION DESCRIPTION
 GX0248
 GX0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0248'0.4 MI W FROM SHAWSVILLE.
 GX0248'0.35 MILE WEST ALONG U.S. HIGHWAY 11 FROM THE BANK AT SHAWSVILLE,
 GX0248'ABOUT 100 YARDS WEST OF A AMOCO SERVICE STATION, ABOUT 20 YARDS
 GX0248'EAST OF THE EAST END OF A CUT, 24 FEET SOUTH OF THE CENTER LINE
 GX0248'OF THE SOUTH LANES OF THE HIGHWAY, IN TOP OF THE EAST END OF THE
 GX0248'SOUTH HEAD WALL OF A SKEW 30-FOOT CONCRETE CULVERT WITH PARTITIONS
 GX0248'FOR BIG SPRING BRANCH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX0248'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0558 ***********************************************************************
 GX0558  DESIGNATION -  A 372
 GX0558  PID         -  GX0558
 GX0558  STATE/COUNTY-  VA/PULASKI
 GX0558  USGS QUAD   -  DUBLIN (1965)
 GX0558
 GX0558                         *CURRENT SURVEY CONTROL
 GX0558  ___________________________________________________________________
 GX0558* NAD 83(1986)-  37 04 42.     (N)    080 40 46.     (W)     SCALED    
 GX0558* NAVD 88     -       654.109  (meters)    2146.02   (feet)  ADJUSTED  
 GX0558  ___________________________________________________________________
 GX0558  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GX0558  DYNAMIC HT  -         653.517 (meters)    2144.08  (feet)  COMP
 GX0558  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 GX0558
 GX0558  VERT ORDER  -  FIRST     CLASS II
 GX0558
 GX0558.The horizontal coordinates were scaled from a topographic map and have
 GX0558.an estimated accuracy of +/- 6 seconds.
 GX0558
 GX0558.The orthometric height was determined by differential leveling
 GX0558.and adjusted by the National Geodetic Survey in June 1991..
 GX0558
 GX0558.The geoid height was determined by GEOID03.
 GX0558
 GX0558.The dynamic height is computed by dividing the NAVD 88
 GX0558.geopotential number by the normal gravity value computed on the
 GX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0558.degrees latitude (g = 980.6199 gals.).
 GX0558
 GX0558.The modeled gravity was interpolated from observed gravity values.
 GX0558
 GX0558;                    North         East    Units  Estimated Accuracy
 GX0558;SPC VA S     - 1,084,910.    3,306,230.      MT  (+/- 180 meters Scaled)
 GX0558
 GX0558                          SUPERSEDED SURVEY CONTROL
 GX0558
 GX0558  NGVD 29 (??/??/92)  654.200  (m)         2146.32   (f) ADJ UNCH    1 2
 GX0558
 GX0558.Superseded values are not recommended for survey control.
 GX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0558.See file dsdata.txt to determine how the superseded data were derived.
 GX0558
 GX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB284036(NAD 83)
 GX0558_MARKER: DB = BENCH MARK DISK
 GX0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0558_SP_SET: BRICK WALL
 GX0558_STAMPING: A 372 1959
 GX0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0558
 GX0558  HISTORY     - Date     Condition        Report By
 GX0558  HISTORY     - 1959     MONUMENTED       CGS
 GX0558
 GX0558                          STATION DESCRIPTION
 GX0558
 GX0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0558'0.7 MI NE FROM NEWBERN.
 GX0558'0.7 MILE NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0558'AT NEWBERN, 0.2 MILE EAST OF THE JUNCTION OF ROAD NO. 682 LEADING
 GX0558'NORTH, 137 FEET SOUTH OF THE CENTER LINE OF BLACK TOP ROAD 611,
 GX0558'SET VERTICALLY IN THE NORTH FACE OF RED BRICK ONE-STORY NEWBERN
 GX0558'ELEMENTARY SCHOOL, 1 1/2 FEET ABOVE THE GROUND, 1.7 FEET WEST
 GX0558'OF THE NORTHEAST CORNER OF BUILDING (AUDITORIUM), AND ABOUT 12
 GX0558'FEET ABOVE THE LEVEL OF ROAD 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0575 ***********************************************************************
 GX0575  DESIGNATION -  A 373
 GX0575  PID         -  GX0575
 GX0575  STATE/COUNTY-  VA/PULASKI
 GX0575  USGS QUAD   -  DUBLIN (1965)
 GX0575
 GX0575                         *CURRENT SURVEY CONTROL
 GX0575  ___________________________________________________________________
 GX0575* NAD 83(1986)-  37 00 59.     (N)    080 44 06.     (W)     SCALED    
 GX0575* NAVD 88     -       665.458  (meters)    2183.26   (feet)  ADJUSTED  
 GX0575  ___________________________________________________________________
 GX0575  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX0575  DYNAMIC HT  -         664.849 (meters)    2181.26  (feet)  COMP
 GX0575  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 GX0575
 GX0575  VERT ORDER  -  FIRST     CLASS II
 GX0575
 GX0575.The horizontal coordinates were scaled from a topographic map and have
 GX0575.an estimated accuracy of +/- 6 seconds.
 GX0575
 GX0575.The orthometric height was determined by differential leveling
 GX0575.and adjusted by the National Geodetic Survey in June 1991..
 GX0575
 GX0575.The geoid height was determined by GEOID03.
 GX0575
 GX0575.The dynamic height is computed by dividing the NAVD 88
 GX0575.geopotential number by the normal gravity value computed on the
 GX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0575.degrees latitude (g = 980.6199 gals.).
 GX0575
 GX0575.The modeled gravity was interpolated from observed gravity values.
 GX0575
 GX0575;                    North         East    Units  Estimated Accuracy
 GX0575;SPC VA S     - 1,078,160.    3,301,130.      MT  (+/- 180 meters Scaled)
 GX0575
 GX0575                          SUPERSEDED SURVEY CONTROL
 GX0575
 GX0575  NGVD 29 (??/??/92)  665.546  (m)         2183.55   (f) ADJ UNCH    1 2
 GX0575
 GX0575.Superseded values are not recommended for survey control.
 GX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0575.See file dsdata.txt to determine how the superseded data were derived.
 GX0575
 GX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA235967(NAD 83)
 GX0575_MARKER: DB = BENCH MARK DISK
 GX0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0575_STAMPING: A 373 1959
 GX0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0575+STABILITY: SURFACE MOTION
 GX0575
 GX0575  HISTORY     - Date     Condition        Report By
 GX0575  HISTORY     - 1959     MONUMENTED       CGS
 GX0575
 GX0575                          STATION DESCRIPTION
 GX0575
 GX0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0575'1.2 MI NE FROM DRAPER.
 GX0575'1.15 MILES NORTHEAST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 GX0575'SCHOOL AT DRAPER, 1.1 MILES SOUTHWEST OF NORFOLK AND WESTERN
 GX0575'RAILWAY OVERPASS 1502 OVER HIGHWAY 100, 110 YARDS SOUTHWEST OF
 GX0575'GATE TO SMALL CEMETERY, 110 YARDS NORTH OF A 2-STORY BRICK
 GX0575'FARMHOUSE AND ABOUT 10 FEET WEST OF BEING IN LINE WITH THE WEST
 GX0575'SIDE OF FARMHOUSE, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 GX0575'HIGHWAY 100, 32 FEET NORTHEAST OF THE CENTER LINE OF DRIVE TO
 GX0575'BARNYARD AND CENTER OF METAL GATE, 1 FOOT NORTHWEST OF A WIRE
 GX0575'FENCE, 46 1/2 FEET NORTHEAST OF AND ACROSS THE DRIVE TO BARNYARD
 GX0575'FROM TELEPHONE POLE 643, 2 FEET SOUTHWEST OF A STEEL WITNESS
 GX0575'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0718 ***********************************************************************
 FZ0718  DESIGNATION -  A 374
 FZ0718  PID         -  FZ0718
 FZ0718  STATE/COUNTY-  VA/WYTHE
 FZ0718  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0718
 FZ0718                         *CURRENT SURVEY CONTROL
 FZ0718  ___________________________________________________________________
 FZ0718* NAD 83(1986)-  36 56 55.     (N)    081 03 14.     (W)     SCALED    
 FZ0718* NAVD 88     -       665.970  (meters)    2184.94   (feet)  ADJUSTED  
 FZ0718  ___________________________________________________________________
 FZ0718  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FZ0718  DYNAMIC HT  -         665.359 (meters)    2182.93  (feet)  COMP
 FZ0718  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 FZ0718
 FZ0718  VERT ORDER  -  FIRST     CLASS II
 FZ0718
 FZ0718.The horizontal coordinates were scaled from a topographic map and have
 FZ0718.an estimated accuracy of +/- 6 seconds.
 FZ0718
 FZ0718.The orthometric height was determined by differential leveling
 FZ0718.and adjusted by the National Geodetic Survey in June 1991..
 FZ0718
 FZ0718.The geoid height was determined by GEOID03.
 FZ0718
 FZ0718.The dynamic height is computed by dividing the NAVD 88
 FZ0718.geopotential number by the normal gravity value computed on the
 FZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0718.degrees latitude (g = 980.6199 gals.).
 FZ0718
 FZ0718.The modeled gravity was interpolated from observed gravity values.
 FZ0718
 FZ0718;                    North         East    Units  Estimated Accuracy
 FZ0718;SPC VA S     - 1,071,360.    3,272,560.      MT  (+/- 180 meters Scaled)
 FZ0718
 FZ0718                          SUPERSEDED SURVEY CONTROL
 FZ0718
 FZ0718  NGVD 29 (??/??/92)  666.057  (m)         2185.22   (f) ADJ UNCH    1 2
 FZ0718
 FZ0718.Superseded values are not recommended for survey control.
 FZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0718.See file dsdata.txt to determine how the superseded data were derived.
 FZ0718
 FZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA952891(NAD 83)
 FZ0718_MARKER: DB = BENCH MARK DISK
 FZ0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0718_SP_SET: BRIDGE
 FZ0718_STAMPING: A 374 1959
 FZ0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0718
 FZ0718  HISTORY     - Date     Condition        Report By
 FZ0718  HISTORY     - 1959     MONUMENTED       CGS
 FZ0718  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FZ0718
 FZ0718                          STATION DESCRIPTION
 FZ0718
 FZ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0718'1.9 MI E FROM WYTHEVILLE.
 FZ0718'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FZ0718'AT WYTHEVILLE, 18 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 FZ0718'LANES OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE WEST ABUTMENT
 FZ0718'OF 210-FOOT CONCRETE BRIDGE UNDER THE WEST BOUND LANES OF DIVIDED
 FZ0718'HIGHWAY 11, 1 FOOT NORTHWEST OF THE WEST END OF CONCRETE AND
 FZ0718'STEEL PIPE BANISTER, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 FZ0718'NOTE-- THIS BRIDGE IS NEW AND WILL SERVE AS TO PLANS AS OVERPASS
 FZ0718'OF HIGHWAY 11 OVER INTERSTATE HIGHWAY 81.
 FZ0718
 FZ0718                          STATION RECOVERY (1985)
 FZ0718
 FZ0718'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2218 ***********************************************************************
 FZ2218  DESIGNATION -  A 374 RESET
 FZ2218  PID         -  FZ2218
 FZ2218  STATE/COUNTY-  VA/WYTHE
 FZ2218  USGS QUAD   -  WYTHEVILLE (1991)
 FZ2218
 FZ2218                         *CURRENT SURVEY CONTROL
 FZ2218  ___________________________________________________________________
 FZ2218* NAD 83(1986)-  36 56 55.     (N)    081 03 14.     (W)     SCALED    
 FZ2218* NAVD 88     -       667.26   (meters)    2189.2    (feet)  RESET     
 FZ2218  ___________________________________________________________________
 FZ2218  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FZ2218
 FZ2218  VERT ORDER  -  THIRD
 FZ2218
 FZ2218.The horizontal coordinates were scaled from a topographic map and have
 FZ2218.an estimated accuracy of +/- 6 seconds.
 FZ2218
 FZ2218.The orthometric height was computed from unverified reset data.
 FZ2218.No vertical observational check was made to the station.
 FZ2218
 FZ2218.The geoid height was determined by GEOID03.
 FZ2218
 FZ2218;                    North         East    Units  Estimated Accuracy
 FZ2218;SPC VA S     - 1,071,360.    3,272,560.      MT  (+/- 180 meters Scaled)
 FZ2218
 FZ2218                          SUPERSEDED SURVEY CONTROL
 FZ2218
 FZ2218  NGVD 29 (03/21/06)  667.35   (m)         2189.5    (f) RESET       3  
 FZ2218
 FZ2218.Superseded values are not recommended for survey control.
 FZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2218.See file dsdata.txt to determine how the superseded data were derived.
 FZ2218
 FZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA952891(NAD 83)
 FZ2218_MARKER: DB = BENCH MARK DISK
 FZ2218_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FZ2218_SP_SET: RETAINING WALL
 FZ2218_STAMPING: A 374 RESET 1984
 FZ2218_MARK LOGO: NGS   
 FZ2218_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ2218
 FZ2218  HISTORY     - Date     Condition        Report By
 FZ2218  HISTORY     - 1984     MONUMENTED       VADHT
 FZ2218
 FZ2218                          STATION DESCRIPTION
 FZ2218
 FZ2218'DESCRIBED BY VA DEPT HWYS-TRANSP 1984
 FZ2218'1.9 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN
 FZ2218'WYTHEVILLE, 24 FEET SOUTH OF THE CENTERLINE OF RAMP A OVER EAST AND
 FZ2218'WEST BOUND LANES OF ROUTE 81, IN TOP OF SOUTH WINGWALL OF WEST
 FZ2218'ABUTMENT OF 235 FOOT CONCRETE BRIDGE.  NOTE--THE CENTERLINE OF THIS
 FZ2218'RAMP OVER THE INTERSECTION IS THE NORTH EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0303 ***********************************************************************
 GA0303  DESIGNATION -  A 376
 GA0303  PID         -  GA0303
 GA0303  STATE/COUNTY-  VA/WASHINGTON
 GA0303  USGS QUAD   -  WYNDALE (1991)
 GA0303
 GA0303                         *CURRENT SURVEY CONTROL
 GA0303  ___________________________________________________________________
 GA0303* NAD 83(1986)-  36 38 19.     (N)    082 06 33.     (W)     SCALED    
 GA0303* NAVD 88     -       558.701  (meters)    1833.00   (feet)  ADJUSTED  
 GA0303  ___________________________________________________________________
 GA0303  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0303  DYNAMIC HT  -         558.186 (meters)    1831.32  (feet)  COMP
 GA0303  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 GA0303
 GA0303  VERT ORDER  -  FIRST     CLASS II
 GA0303
 GA0303.The horizontal coordinates were scaled from a topographic map and have
 GA0303.an estimated accuracy of +/- 6 seconds.
 GA0303
 GA0303.The orthometric height was determined by differential leveling
 GA0303.and adjusted by the National Geodetic Survey in June 1991..
 GA0303
 GA0303.The geoid height was determined by GEOID03.
 GA0303
 GA0303.The dynamic height is computed by dividing the NAVD 88
 GA0303.geopotential number by the normal gravity value computed on the
 GA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0303.degrees latitude (g = 980.6199 gals.).
 GA0303
 GA0303.The modeled gravity was interpolated from observed gravity values.
 GA0303
 GA0303;                    North         East    Units  Estimated Accuracy
 GA0303;SPC VA S     - 1,040,050.    3,177,300.      MT  (+/- 180 meters Scaled)
 GA0303
 GA0303                          SUPERSEDED SURVEY CONTROL
 GA0303
 GA0303  NGVD 29 (??/??/92)  558.803  (m)         1833.34   (f) ADJ UNCH    1 2
 GA0303
 GA0303.Superseded values are not recommended for survey control.
 GA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0303.See file dsdata.txt to determine how the superseded data were derived.
 GA0303
 GA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA008553(NAD 83)
 GA0303_MARKER: DB = BENCH MARK DISK
 GA0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0303_SP_SET: CULVERT
 GA0303_STAMPING: A 376 1959
 GA0303_MARK LOGO: CGS   
 GA0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0303
 GA0303  HISTORY     - Date     Condition        Report By
 GA0303  HISTORY     - 1959     MONUMENTED       CGS
 GA0303  HISTORY     - 1984     GOOD             NGS
 GA0303
 GA0303                          STATION DESCRIPTION
 GA0303
 GA0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0303'5.8 MI NE FROM BRISTOL.
 GA0303'5.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GA0303'BRISTOL, 1.65 MILES NORTHEAST OF THE NORFOLK AND WESTERN RAILWAY
 GA0303'OVERPASS OVER THE HIGHWAY, 0.8 MILE NORTHEAST OF CONCRETE
 GA0303'HIGHWAY BRIDGE OVER BEAVER CREEK, 0.25 MILE SOUTHWEST OF A BRIDGE
 GA0303'OVER A SMALL STREAM, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA0303'HIGHWAY (THREE LANES), IN TOP OF THE WEST END OF THE SOUTH HEAD
 GA0303'WALL OF A 6-FOOT CONCRETE CULVERT AND CATTLE PASS, AND ABOUT 1/2
 GA0303'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GA0303
 GA0303                          STATION RECOVERY (1984)
 GA0303
 GA0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0303'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 7.6 KM (4.7 MI)
 GA0303'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE HIGHWAY 113
 GA0303'IN BRISTOL TO THE MARK ON THE RIGHT, 7.3 METERS (24.0 FT) SOUTHEAST OF
 GA0303'THE CENTER OF THE HIGHWAY.
 GA0303'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1165 ***********************************************************************
 FZ1165  DESIGNATION -  A 377
 FZ1165  PID         -  FZ1165
 FZ1165  STATE/COUNTY-  VA/WASHINGTON
 FZ1165  USGS QUAD   -  CHILHOWIE (1978)
 FZ1165
 FZ1165                         *CURRENT SURVEY CONTROL
 FZ1165  ___________________________________________________________________
 FZ1165* NAD 83(1986)-  36 47 02.     (N)    081 44 03.     (W)     SCALED    
 FZ1165* NAVD 88     -       597.629  (meters)    1960.72   (feet)  ADJUSTED  
 FZ1165  ___________________________________________________________________
 FZ1165  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1165  DYNAMIC HT  -         597.078 (meters)    1958.91  (feet)  COMP
 FZ1165  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FZ1165
 FZ1165  VERT ORDER  -  FIRST     CLASS II
 FZ1165
 FZ1165.The horizontal coordinates were scaled from a topographic map and have
 FZ1165.an estimated accuracy of +/- 6 seconds.
 FZ1165
 FZ1165.The orthometric height was determined by differential leveling
 FZ1165.and adjusted by the National Geodetic Survey in June 1991..
 FZ1165
 FZ1165.The geoid height was determined by GEOID03.
 FZ1165
 FZ1165.The dynamic height is computed by dividing the NAVD 88
 FZ1165.geopotential number by the normal gravity value computed on the
 FZ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1165.degrees latitude (g = 980.6199 gals.).
 FZ1165
 FZ1165.The modeled gravity was interpolated from observed gravity values.
 FZ1165
 FZ1165;                    North         East    Units  Estimated Accuracy
 FZ1165;SPC VA S     - 1,054,950.    3,211,370.      MT  (+/- 180 meters Scaled)
 FZ1165
 FZ1165                          SUPERSEDED SURVEY CONTROL
 FZ1165
 FZ1165  NGVD 29 (??/??/92)  597.727  (m)         1961.04   (f) ADJ UNCH    1 2
 FZ1165
 FZ1165.Superseded values are not recommended for survey control.
 FZ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1165.See file dsdata.txt to determine how the superseded data were derived.
 FZ1165
 FZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA344711(NAD 83)
 FZ1165_MARKER: DB = BENCH MARK DISK
 FZ1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1165_SP_SET: ABUTMENT
 FZ1165_STAMPING: A 377 1959
 FZ1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1165
 FZ1165  HISTORY     - Date     Condition        Report By
 FZ1165  HISTORY     - 1959     MONUMENTED       CGS
 FZ1165  HISTORY     - 1974     MARK NOT FOUND   TVA
 FZ1165
 FZ1165                          STATION DESCRIPTION
 FZ1165
 FZ1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1165'3.4 MI SW FROM CHILHOWIE.
 FZ1165'ABOUT 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE TOWN
 FZ1165'HALL AT CHILHOWIE, 0.05 MILE NORTHEAST OF THE INTERSECTION OF
 FZ1165'ROAD NO. 751 (NORTHWEST TO FLEET), 23 FEET SOUTHEAST OF THE CENTER
 FZ1165'LINE OF THE NORTHEAST BOUND LANES OF DIVIDED HIGHWAY, IN TOP OF
 FZ1165'THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF 20-FOOT CONCRETE
 FZ1165'BRIDGE UNDER THE NORTHEAST BOUND LANES AND ACROSS HUTTON CREEK,
 FZ1165'1.3 FEET SOUTHEAST OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH
 FZ1165'THE BRIDGE FLOOR.
 FZ1165
 FZ1165                          STATION RECOVERY (1974)
 FZ1165
 FZ1165'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FZ1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1166 ***********************************************************************
 FZ1166  DESIGNATION -  A 377 RESET 1962
 FZ1166  PID         -  FZ1166
 FZ1166  STATE/COUNTY-  VA/WASHINGTON
 FZ1166  USGS QUAD   -  CHILHOWIE (1978)
 FZ1166
 FZ1166                         *CURRENT SURVEY CONTROL
 FZ1166  ___________________________________________________________________
 FZ1166* NAD 83(1986)-  36 47 01.     (N)    081 44 04.     (W)     SCALED    
 FZ1166* NAVD 88     -       595.890  (meters)    1955.02   (feet)  ADJUSTED  
 FZ1166  ___________________________________________________________________
 FZ1166  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1166  DYNAMIC HT  -         595.341 (meters)    1953.21  (feet)  COMP
 FZ1166  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FZ1166
 FZ1166  VERT ORDER  -  FIRST     CLASS II
 FZ1166
 FZ1166.The horizontal coordinates were scaled from a topographic map and have
 FZ1166.an estimated accuracy of +/- 6 seconds.
 FZ1166
 FZ1166.The orthometric height was determined by differential leveling
 FZ1166.and adjusted by the National Geodetic Survey in June 1991..
 FZ1166
 FZ1166.The geoid height was determined by GEOID03.
 FZ1166
 FZ1166.The dynamic height is computed by dividing the NAVD 88
 FZ1166.geopotential number by the normal gravity value computed on the
 FZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1166.degrees latitude (g = 980.6199 gals.).
 FZ1166
 FZ1166.The modeled gravity was interpolated from observed gravity values.
 FZ1166
 FZ1166;                    North         East    Units  Estimated Accuracy
 FZ1166;SPC VA S     - 1,054,920.    3,211,340.      MT  (+/- 180 meters Scaled)
 FZ1166
 FZ1166                          SUPERSEDED SURVEY CONTROL
 FZ1166
 FZ1166.No superseded survey control is available for this station.
 FZ1166
 FZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA344711(NAD 83)
 FZ1166_MARKER: DD = SURVEY DISK
 FZ1166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ1166_STAMPING: A 377 RESET 1962
 FZ1166_MARK LOGO: CGS   
 FZ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1166+STABILITY: SURFACE MOTION
 FZ1166
 FZ1166  HISTORY     - Date     Condition        Report By
 FZ1166  HISTORY     - 1962     MONUMENTED       VADH
 FZ1166  HISTORY     - 1984     GOOD             NGS
 FZ1166
 FZ1166                          STATION DESCRIPTION
 FZ1166
 FZ1166'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1962
 FZ1166'2 MI W FROM CHILHOWIE.
 FZ1166'ABOUT 2 MILES WEST OF CHILHOWIE, AT THE JUNCTION OF INTERSTATE
 FZ1166'ROUTE 81 AND ROUTE 751, 34.3 FEET NORTHWEST OF CENTERLINE OF
 FZ1166'WESTBOUND LANE OF INT. ROUTE 81, AND SET IN THE TOP OF THE
 FZ1166'NORTHWEST HEADWALL OF A QUAD. BOX CULVERT OVER HUTTON CREEK ON
 FZ1166'INT. ROUTE 81, AND 325 FEET EAST OF ROUTE 751.
 FZ1166
 FZ1166                          STATION RECOVERY (1984)
 FZ1166
 FZ1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0236 ***********************************************************************
 GV0236  DESIGNATION -  A 378
 GV0236  PID         -  GV0236
 GV0236  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0236  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0236
 GV0236                         *CURRENT SURVEY CONTROL
 GV0236  ___________________________________________________________________
 GV0236* NAD 83(1986)-  37 06 56.     (N)    076 30 07.     (W)     SCALED    
 GV0236* NAVD 88     -         9.931  (meters)      32.58   (feet)  ADJUSTED  
 GV0236  ___________________________________________________________________
 GV0236  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 GV0236  DYNAMIC HT  -           9.924 (meters)      32.56  (feet)  COMP
 GV0236  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GV0236
 GV0236  VERT ORDER  -  SECOND    CLASS 0
 GV0236
 GV0236.The horizontal coordinates were scaled from a topographic map and have
 GV0236.an estimated accuracy of +/- 6 seconds.
 GV0236
 GV0236.The orthometric height was determined by differential leveling
 GV0236.and adjusted by the National Geodetic Survey in June 1991..
 GV0236
 GV0236.The geoid height was determined by GEOID03.
 GV0236
 GV0236.The dynamic height is computed by dividing the NAVD 88
 GV0236.geopotential number by the normal gravity value computed on the
 GV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0236.degrees latitude (g = 980.6199 gals.).
 GV0236
 GV0236.The modeled gravity was interpolated from observed gravity values.
 GV0236
 GV0236;                    North         East    Units  Estimated Accuracy
 GV0236;SPC VA S     - 1,088,690.    3,677,560.      MT  (+/- 180 meters Scaled)
 GV0236
 GV0236                          SUPERSEDED SURVEY CONTROL
 GV0236
 GV0236  NGVD 29 (??/??/??)   10.172  (m)           33.37   (f) ADJUSTED    2 0
 GV0236
 GV0236.Superseded values are not recommended for survey control.
 GV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0236.See file dsdata.txt to determine how the superseded data were derived.
 GV0236
 GV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG665087(NAD 83)
 GV0236_MARKER: DB = BENCH MARK DISK
 GV0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0236_SP_SET: CULVERT
 GV0236_STAMPING: A 378 1959
 GV0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0236
 GV0236  HISTORY     - Date     Condition        Report By
 GV0236  HISTORY     - 1959     MONUMENTED       CGS
 GV0236
 GV0236                          STATION DESCRIPTION
 GV0236
 GV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0236'2.2 MI SE FROM NEWPORT NEWS.
 GV0236'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 168 FROM THE INTERSECTION
 GV0236'OF ORIANA ROAD AT NEWPORT NEWS, THENCE ABOUT 0.3 MILE EAST-SOUTHEAST
 GV0236'ALONG INTERSTATE HIGHWAY 64, 0.3 MILE EAST-SOUTHEAST OF THE
 GV0236'OVERPASS OF HIGHWAY 168 OVER INTERSTATE HIGHWAY 64, ABOUT 30
 GV0236'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND
 GV0236'LANE OF INTERSTATE HIGHWAY 64, IN TOP OF THE WEST-NORTHWEST END
 GV0236'OF THE SOUTH-SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 GV0236'UNDER INTERSTATE HIGHWAY 64, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 GV0236'OF THE INTERSTATE HIGHWAY.  NOTE-- DISPOSITION OF THIS MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0238 ***********************************************************************
 GV0238  DESIGNATION -  A 378 RESET 1964
 GV0238  PID         -  GV0238
 GV0238  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0238  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0238
 GV0238                         *CURRENT SURVEY CONTROL
 GV0238  ___________________________________________________________________
 GV0238* NAD 83(1986)-  37 06 56.     (N)    076 30 07.     (W)     SCALED    
 GV0238* NAVD 88     -         9.57   (meters)      31.4    (feet)  RESET     
 GV0238  ___________________________________________________________________
 GV0238  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 GV0238
 GV0238  VERT ORDER  -  THIRD
 GV0238
 GV0238.The horizontal coordinates were scaled from a topographic map and have
 GV0238.an estimated accuracy of +/- 6 seconds.
 GV0238
 GV0238.The orthometric height was computed from unverified reset data.
 GV0238.No vertical observational check was made to the station.
 GV0238
 GV0238.The geoid height was determined by GEOID03.
 GV0238
 GV0238;                    North         East    Units  Estimated Accuracy
 GV0238;SPC VA S     - 1,088,690.    3,677,560.      MT  (+/- 180 meters Scaled)
 GV0238
 GV0238                          SUPERSEDED SURVEY CONTROL
 GV0238
 GV0238  NGVD 29 (??/??/??)   10.06   (m)           33.0    (f) RESET       3  
 GV0238
 GV0238.Superseded values are not recommended for survey control.
 GV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0238.See file dsdata.txt to determine how the superseded data were derived.
 GV0238
 GV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG665087(NAD 83)
 GV0238_MARKER: DB = BENCH MARK DISK
 GV0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0238_STAMPING: A 378 RESET 1964
 GV0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0238
 GV0238  HISTORY     - Date     Condition        Report By
 GV0238  HISTORY     - 1964     MONUMENTED       CGS
 GV0238
 GV0238                          STATION DESCRIPTION
 GV0238
 GV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GV0238'2.6 MI SE FROM NEWPORT NEWS.
 GV0238'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 168 FROM THE INTERSECTION
 GV0238'OF ORIANA ROAD AT NEWPORT NEWS, THENCE ABOUT 0.3 MILE EAST ALONG
 GV0238'INTERSTATE HIGHWAY 64, 0.3 MILE EAST OF OVERPASS, 90 FEET SOUTH
 GV0238'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY, 81
 GV0238'FEET SOUTHWEST OF THE WEST END OF CONCRETE CULVERT, 5 FEET
 GV0238'NORTHWEST OF FENCE CORNER, 1.5 FEET NORTH OF FENCE, 1.0 FOOT
 GV0238'EAST OF STEEL WITNESS POST, AND SET FLUSH IN AN 8-INCH SQUARE
 GV0238'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 GV0238'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0312 ***********************************************************************
 FX0312  DESIGNATION -  A 379
 FX0312  PID         -  FX0312
 FX0312  STATE/COUNTY-  VA/C OF NORFOLK
 FX0312  USGS QUAD   -  BOWERS HILL (1986)
 FX0312
 FX0312                         *CURRENT SURVEY CONTROL
 FX0312  ___________________________________________________________________
 FX0312* NAD 83(1986)-  36 46 29.     (N)    076 23 12.     (W)     SCALED    
 FX0312* NAVD 88     -         4.811  (meters)      15.78   (feet)  POSTED    
 FX0312  ___________________________________________________________________
 FX0312  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX0312  DYNAMIC HT  -           4.810 (meters)      15.78  (feet)  COMP
 FX0312  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0312
 FX0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0312
 FX0312.The horizontal coordinates were scaled from a topographic map and have
 FX0312.an estimated accuracy of +/- 6 seconds.
 FX0312
 FX0312.The orthometric height was determined by differential leveling
 FX0312.and adjusted by the National Geodetic Survey in 1992..
 FX0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0312.rate of 1.1 thru 2.0 mm/km.
 FX0312
 FX0312.The geoid height was determined by GEOID03.
 FX0312
 FX0312.The dynamic height is computed by dividing the NAVD 88
 FX0312.geopotential number by the normal gravity value computed on the
 FX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0312.degrees latitude (g = 980.6199 gals.).
 FX0312
 FX0312.The modeled gravity was interpolated from observed gravity values.
 FX0312
 FX0312;                    North         East    Units  Estimated Accuracy
 FX0312;SPC VA S     - 1,051,100.    3,688,650.      MT  (+/- 180 meters Scaled)
 FX0312
 FX0312                          SUPERSEDED SURVEY CONTROL
 FX0312
 FX0312  NGVD 29 (??/??/92)    5.073  (m)           16.64   (f) ADJ UNCH    2 0
 FX0312
 FX0312.Superseded values are not recommended for survey control.
 FX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0312.See file dsdata.txt to determine how the superseded data were derived.
 FX0312
 FX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF762707(NAD 83)
 FX0312_MARKER: DB = BENCH MARK DISK
 FX0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0312_STAMPING: A 379 1959
 FX0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0312+STABILITY: SURFACE MOTION
 FX0312
 FX0312  HISTORY     - Date     Condition        Report By
 FX0312  HISTORY     - 1959     MONUMENTED       CGS
 FX0312
 FX0312                          STATION DESCRIPTION
 FX0312
 FX0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0312'1.6 MI SE FROM BOWERS HILL.
 FX0312'ABOUT 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 FX0312'OFFICE AT BOWERS HILL, THENCE ABOUT 1.55 MILES SOUTHEAST ALONG
 FX0312'U.S. HIGHWAY 460 AND 13, 53 FEET SOUTH-SOUTHWEST OF THE CENTER
 FX0312'LINE OF THE EAST BOUND LANE OF THE HIGHWAY AND AT OUTSIDE
 FX0312'OF A CURVE, 6 1/2 FEET SOUTH OF POWER LINE POLE 52, 4 FEET
 FX0312'SOUTHEAST OF TELEPHONE POLE 1, 1 FOOT NORTH-NORTHEAST OF A
 FX0312'WIRE FENCE, 1 1/2 FEET EAST OF CROSS FENCE CORNER AND THE
 FX0312'EAST CORNER OF A YARD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FX0312'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FX0312'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1099 ***********************************************************************
 FZ1099  DESIGNATION -  A 38
 FZ1099  PID         -  FZ1099
 FZ1099  STATE/COUNTY-  VA/TAZEWELL
 FZ1099  USGS QUAD   -  BROADFORD (1978)
 FZ1099
 FZ1099                         *CURRENT SURVEY CONTROL
 FZ1099  ___________________________________________________________________
 FZ1099* NAD 83(1986)-  36 59 56.     (N)    081 38 25.     (W)     SCALED    
 FZ1099* NAVD 88     -       907.427  (meters)    2977.12   (feet)  POSTED    
 FZ1099  ___________________________________________________________________
 FZ1099  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FZ1099  DYNAMIC HT  -         906.590 (meters)    2974.37  (feet)  COMP
 FZ1099  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FZ1099
 FZ1099  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FZ1099
 FZ1099.The horizontal coordinates were scaled from a topographic map and have
 FZ1099.an estimated accuracy of +/- 6 seconds.
 FZ1099
 FZ1099.The orthometric height was determined by differential leveling
 FZ1099.and adjusted by the National Geodetic Survey in 1992..
 FZ1099.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FZ1099.rate greater than 8.0 mm/km.
 FZ1099
 FZ1099.The geoid height was determined by GEOID03.
 FZ1099
 FZ1099.The dynamic height is computed by dividing the NAVD 88
 FZ1099.geopotential number by the normal gravity value computed on the
 FZ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1099.degrees latitude (g = 980.6199 gals.).
 FZ1099
 FZ1099.The modeled gravity was interpolated from observed gravity values.
 FZ1099
 FZ1099;                    North         East    Units  Estimated Accuracy
 FZ1099;SPC VA S     - 1,078,510.    3,220,540.      MT  (+/- 180 meters Scaled)
 FZ1099
 FZ1099                          SUPERSEDED SURVEY CONTROL
 FZ1099
 FZ1099  NGVD 29 (??/??/92)  907.521  (m)         2977.43   (f) ADJ UNCH    2 0
 FZ1099
 FZ1099.Superseded values are not recommended for survey control.
 FZ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1099.See file dsdata.txt to determine how the superseded data were derived.
 FZ1099
 FZ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA430949(NAD 83)
 FZ1099_MARKER: DB = BENCH MARK DISK
 FZ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1099_STAMPING: A 38 1934
 FZ1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1099+STABILITY: SURFACE MOTION
 FZ1099
 FZ1099  HISTORY     - Date     Condition        Report By
 FZ1099  HISTORY     - 1934     MONUMENTED       CGS
 FZ1099  HISTORY     - 1936     POOR             NGS
 FZ1099
 FZ1099                          STATION DESCRIPTION
 FZ1099
 FZ1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1099'8.4 MI N FROM BROADFORD.
 FZ1099'IN TAZEWELL COUNTY, 8.4 MILES NORTH ALONG STATE HIGHWAY 81 FROM
 FZ1099'BROADFORD, SMYTH COUNTY, ON THE SOUTH SLOPE OF CLINCH MOUNTAIN,
 FZ1099'0.7 MILE FROM THE SUMMIT, 20 FEET EAST OF THE CENTERLINE OF THE
 FZ1099'HIGHWAY, 25 FEET SOUTH OF A 36-INCH STUMP, AND 2 FEET WEST OF A
 FZ1099'FENCE.  A STANDARD DISK, STAMPED A 38 1934 AND SET IN THE TOP OF
 FZ1099'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- DURING
 FZ1099'THE RELEVELING IN SEPTEMBER 1936, THE CONCRETE POST WAS FOUND
 FZ1099'BROKEN OFF NEAR THE TOP.  NO ACCURATE ELEVATION IS AVAILABLE FOR
 FZ1099'THIS BENCH MARK.
 FZ1099
 FZ1099                          STATION RECOVERY (1936)
 FZ1099
 FZ1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 FZ1099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0385 ***********************************************************************
 FX0385  DESIGNATION -  A 380
 FX0385  PID         -  FX0385
 FX0385  STATE/COUNTY-  VA/C OF NORFOLK
 FX0385  USGS QUAD   -  LITTLE CREEK (1989)
 FX0385
 FX0385                         *CURRENT SURVEY CONTROL
 FX0385  ___________________________________________________________________
 FX0385* NAD 83(1986)-  36 53 39.     (N)    076 13 24.     (W)     SCALED    
 FX0385* NAVD 88     -         2.927  (meters)       9.60   (feet)  POSTED    
 FX0385  ___________________________________________________________________
 FX0385  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0385  DYNAMIC HT  -           2.920 (meters)       9.58  (feet)  COMP
 FX0385  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 FX0385
 FX0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0385
 FX0385.The horizontal coordinates were scaled from a topographic map and have
 FX0385.an estimated accuracy of +/- 6 seconds.
 FX0385
 FX0385.The orthometric height was determined by differential leveling
 FX0385.and adjusted by the National Geodetic Survey in 1992..
 FX0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0385.rate of 0.0 thru 1.0 mm/km.
 FX0385
 FX0385.The geoid height was determined by GEOID03.
 FX0385
 FX0385.The dynamic height is computed by dividing the NAVD 88
 FX0385.geopotential number by the normal gravity value computed on the
 FX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0385.degrees latitude (g = 980.6199 gals.).
 FX0385
 FX0385.The modeled gravity was interpolated from observed gravity values.
 FX0385
 FX0385;                    North         East    Units  Estimated Accuracy
 FX0385;SPC VA S     - 1,064,690.    3,702,910.      MT  (+/- 180 meters Scaled)
 FX0385
 FX0385                          SUPERSEDED SURVEY CONTROL
 FX0385
 FX0385  NGVD 29 (??/??/92)    3.174  (m)           10.41   (f) ADJ UNCH    2 0
 FX0385
 FX0385.Superseded values are not recommended for survey control.
 FX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0385.See file dsdata.txt to determine how the superseded data were derived.
 FX0385
 FX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF910838(NAD 83)
 FX0385_MARKER: DB = BENCH MARK DISK
 FX0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0385_SP_SET: ABUTMENT
 FX0385_STAMPING: A 380 1959
 FX0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0385+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2001
 FX0385
 FX0385  HISTORY     - Date     Condition        Report By
 FX0385  HISTORY     - 1959     MONUMENTED       CGS
 FX0385  HISTORY     - 1970     GOOD             NGS
 FX0385  HISTORY     - 20010812 GOOD             USPSQD
 FX0385
 FX0385                          STATION DESCRIPTION
 FX0385
 FX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0385'AT NORFOLK.
 FX0385'AT NORFOLK, ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 165
 FX0385'FROM THE INTERSECTION OF AZALEA GARDEN ROAD, 65 YARDS SOUTHEAST
 FX0385'OF THE INTERSECTION OF NORVIEW AVENUE, 45 1/2 FEET SOUTHWEST OF THE
 FX0385'CENTER LINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY 165 AND
 FX0385'CULVERT FOR ABANDONED EBB CANAL, 22 FEET SOUTH OF POWER LINE POLE
 FX0385'4457-2, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 FX0385'OF A CONCRETE PIER SUPPORTING A 36-INCH CONCRETE PIPE LINE AND
 FX0385'6-INCH STEEL PIPE LINE, 2.4 FEET SOUTHWEST OF THE CENTER LINE OF
 FX0385'PIPE LINE (CONCRETE), AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 FX0385'HIGHWAY.
 FX0385
 FX0385                          STATION RECOVERY (1970)
 FX0385
 FX0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FX0385'RECOVERED IN GOOD CONDITION.
 FX0385
 FX0385                          STATION RECOVERY (2001)
 FX0385
 FX0385'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR)
 FX0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5904 ***********************************************************************
 GV5904  DESIGNATION -  A 381 RESET
 GV5904  PID         -  GV5904
 GV5904  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5904  USGS QUAD   -  PRINCE GEORGE (1994)
 GV5904
 GV5904                         *CURRENT SURVEY CONTROL
 GV5904  ___________________________________________________________________
 GV5904* NAD 83(1986)-  37 09 29.     (N)    077 21 09.     (W)     SCALED    
 GV5904* NAVD 88     -        39.97   (meters)     131.1    (feet)  RESET     
 GV5904  ___________________________________________________________________
 GV5904  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 GV5904
 GV5904  VERT ORDER  -  THIRD
 GV5904
 GV5904.The horizontal coordinates were scaled from a topographic map and have
 GV5904.an estimated accuracy of +/- 6 seconds.
 GV5904
 GV5904.The orthometric height was computed from unverified reset data.
 GV5904.No vertical observational check was made to the station.
 GV5904
 GV5904.The geoid height was determined by GEOID03.
 GV5904
 GV5904;                    North         East    Units  Estimated Accuracy
 GV5904;SPC VA S     - 1,092,140.    3,601,920.      MT  (+/- 180 meters Scaled)
 GV5904
 GV5904                          SUPERSEDED SURVEY CONTROL
 GV5904
 GV5904  NGVD 29 (03/21/06)   40.31   (m)          132.3    (f) RESET       3  
 GV5904
 GV5904.Superseded values are not recommended for survey control.
 GV5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5904.See file dsdata.txt to determine how the superseded data were derived.
 GV5904
 GV5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG911149(NAD 83)
 GV5904_MARKER: DB = BENCH MARK DISK
 GV5904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GV5904_SP_SET: ABUTMENT
 GV5904_STAMPING: A 381 RESET 1987
 GV5904_MARK LOGO: VADHT 
 GV5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5904
 GV5904  HISTORY     - Date     Condition        Report By
 GV5904  HISTORY     - 1987     MONUMENTED       VADHT
 GV5904  HISTORY     - 19980609 MARK NOT FOUND   USPSQD
 GV5904  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV5904
 GV5904                          STATION DESCRIPTION
 GV5904
 GV5904'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 GV5904'6.7 KM (4.15 MI) SOUTH FROM PETERSBURG.
 GV5904'4.15 MI. SOUTH ALONG U.S. HWY 301 FROM THE NORFOLK AND WESTERN RAILWAY
 GV5904'STATION IN PETERSBURG, THENCE ABOUT 0.7 MI. EAST ALONG COUNTY RD. 632
 GV5904'THENCE ABOUT 2.4 MI. SOUTH ALONG INTERSTATE HWY 95 ABOUT 0.25 MI.
 GV5904'NORTH OF INT. OF COUNTY RD. 626 IN TOP OF WEST END OF THE SOUTH CONC.
 GV5904'ABUTMENT OF INT. HWY. 95 BRIDGE OVER SECOND SWAMP MARK WAS RESET IN
 GV5904'THE NEW PART OF BRIDGE AS DESCRIBED.
 GV5904
 GV5904                          STATION RECOVERY (1998)
 GV5904
 GV5904'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5904'MARK NOT FOUND.
 GV5904
 GV5904                          STATION RECOVERY (2003)
 GV5904
 GV5904'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV5904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1497 ***********************************************************************
 FX1497  DESIGNATION -  A 382
 FX1497  PID         -  FX1497
 FX1497  STATE/COUNTY-  VA/GREENSVILLE
 FX1497  USGS QUAD   -  EMPORIA (1986)
 FX1497
 FX1497                         *CURRENT SURVEY CONTROL
 FX1497  ___________________________________________________________________
 FX1497* NAD 83(1986)-  36 44 14.     (N)    077 30 46.     (W)     SCALED    
 FX1497* NAVD 88     -        31.212  (meters)     102.40   (feet)  ADJUSTED  
 FX1497  ___________________________________________________________________
 FX1497  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 FX1497  DYNAMIC HT  -          31.188 (meters)     102.32  (feet)  COMP
 FX1497  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 FX1497
 FX1497  VERT ORDER  -  SECOND    CLASS 0
 FX1497
 FX1497.The horizontal coordinates were scaled from a topographic map and have
 FX1497.an estimated accuracy of +/- 6 seconds.
 FX1497
 FX1497.The orthometric height was determined by differential leveling
 FX1497.and adjusted by the National Geodetic Survey in June 1991..
 FX1497
 FX1497.The geoid height was determined by GEOID03.
 FX1497
 FX1497.The dynamic height is computed by dividing the NAVD 88
 FX1497.geopotential number by the normal gravity value computed on the
 FX1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1497.degrees latitude (g = 980.6199 gals.).
 FX1497
 FX1497.The modeled gravity was interpolated from observed gravity values.
 FX1497
 FX1497;                    North         East    Units  Estimated Accuracy
 FX1497;SPC VA S     - 1,045,280.    3,588,180.      MT  (+/- 180 meters Scaled)
 FX1497
 FX1497                          SUPERSEDED SURVEY CONTROL
 FX1497
 FX1497  NGVD 29 (??/??/92)   31.581  (m)          103.61   (f) ADJ UNCH    2 0
 FX1497
 FX1497.Superseded values are not recommended for survey control.
 FX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1497.See file dsdata.txt to determine how the superseded data were derived.
 FX1497
 FX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF756686(NAD 83)
 FX1497_MARKER: DB = BENCH MARK DISK
 FX1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1497_SP_SET: CULVERT
 FX1497_STAMPING: A 382 1959
 FX1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1497+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 FX1497
 FX1497  HISTORY     - Date     Condition        Report By
 FX1497  HISTORY     - 1959     MONUMENTED       CGS
 FX1497  HISTORY     - 20040318 GOOD             DEWDAV
 FX1497
 FX1497                          STATION DESCRIPTION
 FX1497
 FX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1497'3.2 MI N FROM EMPORIA.
 FX1497'ABOUT 2.2 MILES NORTH ALONG INTERSTATE HIGHWAY 95 FROM OVERPASS
 FX1497'OF U.S. HIGHWAY 58 AT EMPORIA, THENCE ABOUT 1.0 MILE NORTH
 FX1497'ALONG U.S. HIGHWAY 301, ABOUT 0.15 MILE NORTH OF SOUTHERN TRAIL
 FX1497'MOTEL AND RESTURANT, IN THE TOP OF SOUTHWEST END OF NORTHWEST
 FX1497'CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER SOUTHWEST
 FX1497'BOUND TRAFFIC LANE OF HIGHWAY, 22 1/2 FEET NORTHWEST OF CENTER
 FX1497'LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF HEAD
 FX1497'WALL AND ABOUT LEVEL WITH HIGHWAY.
 FX1497
 FX1497                          STATION RECOVERY (2004)
 FX1497
 FX1497'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (WBP)
 FX1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2246 ***********************************************************************
 HV2246  DESIGNATION -  A 383
 HV2246  PID         -  HV2246
 HV2246  STATE/COUNTY-  VA/FAIRFAX
 HV2246  USGS QUAD   -  ANNANDALE (1994)
 HV2246
 HV2246                         *CURRENT SURVEY CONTROL
 HV2246  ___________________________________________________________________
 HV2246* NAD 83(1986)-  38 50 03.     (N)    077 13 04.     (W)     SCALED    
 HV2246* NAVD 88     -        72.335  (meters)     237.32   (feet)  ADJUSTED  
 HV2246  ___________________________________________________________________
 HV2246  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV2246  DYNAMIC HT  -          72.295 (meters)     237.19  (feet)  COMP
 HV2246  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 HV2246
 HV2246  VERT ORDER  -  SECOND    CLASS 0
 HV2246
 HV2246.The horizontal coordinates were scaled from a topographic map and have
 HV2246.an estimated accuracy of +/- 6 seconds.
 HV2246
 HV2246.The orthometric height was determined by differential leveling
 HV2246.and adjusted by the National Geodetic Survey in June 1991..
 HV2246
 HV2246.The geoid height was determined by GEOID03.
 HV2246
 HV2246.The dynamic height is computed by dividing the NAVD 88
 HV2246.geopotential number by the normal gravity value computed on the
 HV2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2246.degrees latitude (g = 980.6199 gals.).
 HV2246
 HV2246.The modeled gravity was interpolated from observed gravity values.
 HV2246
 HV2246;                    North         East    Units  Estimated Accuracy
 HV2246;SPC VA N     - 2,130,370.    3,611,330.      MT  (+/- 180 meters Scaled)
 HV2246
 HV2246                          SUPERSEDED SURVEY CONTROL
 HV2246
 HV2246  NGVD 29 (??/??/??)   72.575  (m)          238.11   (f) ADJUSTED    2 0
 HV2246
 HV2246.Superseded values are not recommended for survey control.
 HV2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2246.See file dsdata.txt to determine how the superseded data were derived.
 HV2246
 HV2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ075007(NAD 83)
 HV2246_MARKER: DB = BENCH MARK DISK
 HV2246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2246_SP_SET: PIER
 HV2246_STAMPING: A 383 1960
 HV2246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2246
 HV2246  HISTORY     - Date     Condition        Report By
 HV2246  HISTORY     - 1960     MONUMENTED       CGS
 HV2246
 HV2246                          STATION DESCRIPTION
 HV2246
 HV2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2246'AT ANNANDALE.
 HV2246'AT ANNANDALE, 38 FEET EAST OF THE CENTER LINE OF NORTH BOUND
 HV2246'TRAFFIC LANE OF CIRCUMFERENTIAL HIGHWAY, SET VERTICALLY IN THE
 HV2246'SOUTHEAST SIDE OF SOUTH LEG OF EASTERNMOST PIER OF EAST BOUND
 HV2246'TRAFFIC LANE OF STATE HIGHWAY 236 OVERPASS OVER CIRCUMFERENTIAL
 HV2246'HIGHWAY, AND ABOUT 1.9 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7985 ***********************************************************************
 HV7985  DESIGNATION -  A 383 RESET
 HV7985  PID         -  HV7985
 HV7985  STATE/COUNTY-  VA/FAIRFAX
 HV7985  USGS QUAD   -  ANNANDALE (1994)
 HV7985
 HV7985                         *CURRENT SURVEY CONTROL
 HV7985  ___________________________________________________________________
 HV7985* NAD 83(1986)-  38 50 03.     (N)    077 13 04.     (W)     SCALED    
 HV7985* NAVD 88     -        72.568  (meters)     238.08   (feet)  ADJUSTED  
 HV7985  ___________________________________________________________________
 HV7985  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV7985  DYNAMIC HT  -          72.528 (meters)     237.95  (feet)  COMP
 HV7985  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 HV7985
 HV7985  VERT ORDER  -  THIRD
 HV7985
 HV7985.The horizontal coordinates were scaled from a topographic map and have
 HV7985.an estimated accuracy of +/- 6 seconds.
 HV7985
 HV7985.The orthometric height was determined by differential leveling
 HV7985.and adjusted by the National Geodetic Survey in September 2004..
 HV7985.No vertical observational check was made to the station.
 HV7985
 HV7985.The geoid height was determined by GEOID03.
 HV7985
 HV7985.The dynamic height is computed by dividing the NAVD 88
 HV7985.geopotential number by the normal gravity value computed on the
 HV7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7985.degrees latitude (g = 980.6199 gals.).
 HV7985
 HV7985.The modeled gravity was interpolated from observed gravity values.
 HV7985
 HV7985;                    North         East    Units  Estimated Accuracy
 HV7985;SPC VA N     - 2,130,370.    3,611,330.      MT  (+/- 180 meters Scaled)
 HV7985
 HV7985                          SUPERSEDED SURVEY CONTROL
 HV7985
 HV7985  NGVD 29 (??/??/??)   72.82   (m)          238.9    (f) RESET       3  
 HV7985
 HV7985.Superseded values are not recommended for survey control.
 HV7985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7985.See file dsdata.txt to determine how the superseded data were derived.
 HV7985
 HV7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ075007(NAD 83)
 HV7985_MARKER: DV = VERTICAL CONTROL DISK
 HV7985_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV7985_SP_SET: PIER
 HV7985_STAMPING: A 383 RESET 1974
 HV7985_MARK LOGO: NGS   
 HV7985_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7985
 HV7985  HISTORY     - Date     Condition        Report By
 HV7985  HISTORY     - 1974     MONUMENTED       NGS
 HV7985  HISTORY     - 19920120 GOOD             MSI
 HV7985
 HV7985                          STATION DESCRIPTION
 HV7985
 HV7985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HV7985'AT ANNANDALE.
 HV7985'AT ANNANDALE, 38 FEET EAST OF THE CENTER LINE OF NORTH BOUND
 HV7985'TRAFFIC LANE OF CIRCUMFERENTIAL HIGHWAY, SET VERTICALLY IN THE
 HV7985'SOUTHEAST SIDE OF SOUTH LEG OF EASTERNMOST PIER OF EAST BOUND
 HV7985'TRAFFIC LANE OF STATE HIGHWAY 236 OVERPASS OVER CIRCUMFERENTIAL
 HV7985'HIGHWAY, AND ABOUT 1.9 FEET ABOVE THE LEVEL OF THE GROUND.
 HV7985'NOTE--13.6 FEET NORTH OF NORTH LEG OF EAST PIER OF E.B.I. RTE. 236
 HV7985'OVERPASS OVER ROUTE 495.
 HV7985
 HV7985                          STATION RECOVERY (1992)
 HV7985
 HV7985'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV7985'IN ANNANDALE, 38 FEET (11.6 M) EAST OF THE CENTER LINE OF NORTH BOUND
 HV7985'TRAFFIC LANE OF CIRCUMFERENTIAL HIGHWAY, SET VERTICALLY IN THE
 HV7985'SOUTHEAST SIDE OF SOUTH LEG OF EASTERNMOST PIER OF EAST BOUND TRAFFIC
 HV7985'LANE OF STATE HIGHWAY 236 OVERPASS OVER CIRCUMFERENTIAL HIGHWAY, AND
 HV7985'ABOUT 1.9 FEET (0.6 M) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2694 ***********************************************************************
 HV2694  DESIGNATION -  A 384
 HV2694  PID         -  HV2694
 HV2694  STATE/COUNTY-  VA/FAIRFAX
 HV2694  USGS QUAD   -  MANASSAS (1994)
 HV2694
 HV2694                         *CURRENT SURVEY CONTROL
 HV2694  ___________________________________________________________________
 HV2694* NAD 83(1986)-  38 50 19.     (N)    077 26 23.     (W)     SCALED    
 HV2694* NAVD 88     -        77.550  (meters)     254.43   (feet)  ADJUSTED  
 HV2694  ___________________________________________________________________
 HV2694  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV2694  DYNAMIC HT  -          77.508 (meters)     254.29  (feet)  COMP
 HV2694  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 HV2694
 HV2694  VERT ORDER  -  SECOND    CLASS 0
 HV2694
 HV2694.The horizontal coordinates were scaled from a topographic map and have
 HV2694.an estimated accuracy of +/- 6 seconds.
 HV2694
 HV2694.The orthometric height was determined by differential leveling
 HV2694.and adjusted by the National Geodetic Survey in June 1991..
 HV2694
 HV2694.The geoid height was determined by GEOID03.
 HV2694
 HV2694.The dynamic height is computed by dividing the NAVD 88
 HV2694.geopotential number by the normal gravity value computed on the
 HV2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2694.degrees latitude (g = 980.6199 gals.).
 HV2694
 HV2694.The modeled gravity was interpolated from observed gravity values.
 HV2694
 HV2694;                    North         East    Units  Estimated Accuracy
 HV2694;SPC VA N     - 2,130,620.    3,592,050.      MT  (+/- 180 meters Scaled)
 HV2694
 HV2694                          SUPERSEDED SURVEY CONTROL
 HV2694
 HV2694  NGVD 29 (??/??/??)   77.782  (m)          255.19   (f) ADJUSTED    2 0
 HV2694
 HV2694.Superseded values are not recommended for survey control.
 HV2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2694.See file dsdata.txt to determine how the superseded data were derived.
 HV2694
 HV2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ882016(NAD 83)
 HV2694_MARKER: DB = BENCH MARK DISK
 HV2694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2694_SP_SET: CULVERT
 HV2694_STAMPING: A 384 1960
 HV2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2694
 HV2694  HISTORY     - Date     Condition        Report By
 HV2694  HISTORY     - 1960     MONUMENTED       CGS
 HV2694
 HV2694                          STATION DESCRIPTION
 HV2694
 HV2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2694'0.6 MI W FROM CENTREVILLE.
 HV2694'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 211 AND 29 FROM THE
 HV2694'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, AT THE BOTTOM OF
 HV2694'GRADES, 33 FEET SOUTH OF THE CENTER LINE OF FOUR LANE HIGHWAY,
 HV2694'IN TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 6-FOOT SKEW
 HV2694'CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 1 1/2 FEET
 HV2694'BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3578 ***********************************************************************
 HV3578  DESIGNATION -  A 385
 HV3578  PID         -  HV3578
 HV3578  STATE/COUNTY-  VA/FAUQUIER
 HV3578  USGS QUAD   -  MARSHALL (1983)
 HV3578
 HV3578                         *CURRENT SURVEY CONTROL
 HV3578  ___________________________________________________________________
 HV3578* NAD 83(1986)-  38 52 02.     (N)    077 47 49.     (W)     SCALED    
 HV3578* NAVD 88     -       189.617  (meters)     622.10   (feet)  ADJUSTED  
 HV3578  ___________________________________________________________________
 HV3578  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HV3578  DYNAMIC HT  -         189.503 (meters)     621.73  (feet)  COMP
 HV3578  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 HV3578
 HV3578  VERT ORDER  -  SECOND    CLASS 0
 HV3578
 HV3578.The horizontal coordinates were scaled from a topographic map and have
 HV3578.an estimated accuracy of +/- 6 seconds.
 HV3578
 HV3578.The orthometric height was determined by differential leveling
 HV3578.and adjusted by the National Geodetic Survey in June 1991..
 HV3578
 HV3578.The geoid height was determined by GEOID03.
 HV3578
 HV3578.The dynamic height is computed by dividing the NAVD 88
 HV3578.geopotential number by the normal gravity value computed on the
 HV3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3578.degrees latitude (g = 980.6199 gals.).
 HV3578
 HV3578.The modeled gravity was interpolated from observed gravity values.
 HV3578
 HV3578;                    North         East    Units  Estimated Accuracy
 HV3578;SPC VA N     - 2,133,500.    3,561,010.      MT  (+/- 180 meters Scaled)
 HV3578
 HV3578                          SUPERSEDED SURVEY CONTROL
 HV3578
 HV3578  NGVD 29 (??/??/??)  189.827  (m)          622.79   (f) ADJUSTED    2 0
 HV3578
 HV3578.Superseded values are not recommended for survey control.
 HV3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3578.See file dsdata.txt to determine how the superseded data were derived.
 HV3578
 HV3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ573057(NAD 83)
 HV3578_MARKER: DB = BENCH MARK DISK
 HV3578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3578_SP_SET: CULVERT
 HV3578_STAMPING: A 385 1960
 HV3578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3578
 HV3578  HISTORY     - Date     Condition        Report By
 HV3578  HISTORY     - 1960     MONUMENTED       CGS
 HV3578
 HV3578                          STATION DESCRIPTION
 HV3578
 HV3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3578'3.3 MI E FROM MARSHALL.
 HV3578'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 55 FROM THE POST
 HV3578'OFFICE AT MARSHALL, ABOUT 1.15 MILES NORTH-NORTHWEST ALONG STATE
 HV3578'HIGHWAY 55 FROM THE CROSSING OF THE SOUTHERN RAILWAY AT THE
 HV3578'PLAINS, 0.1 MILE WEST OF THE JUNCTION OF BLACK TOP ROAD 763
 HV3578'LEADING SOUTHWEST, 18 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 HV3578'55, IN TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4-FOOT
 HV3578'CONCRETE CULVERT AND CATTLE PASS UNDER THE HIGHWAY, AND ABOUT
 HV3578'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2525 ***********************************************************************
 HV2525  DESIGNATION -  A 386
 HV2525  PID         -  HV2525
 HV2525  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2525  USGS QUAD   -  OCCOQUAN (1994)
 HV2525
 HV2525                         *CURRENT SURVEY CONTROL
 HV2525  ___________________________________________________________________
 HV2525* NAD 83(1986)-  38 38 53.     (N)    077 17 23.     (W)     SCALED    
 HV2525* NAVD 88     -        63.962  (meters)     209.85   (feet)  ADJUSTED  
 HV2525  ___________________________________________________________________
 HV2525  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV2525  DYNAMIC HT  -          63.925 (meters)     209.73  (feet)  COMP
 HV2525  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 HV2525
 HV2525  VERT ORDER  -  SECOND    CLASS 0
 HV2525
 HV2525.The horizontal coordinates were scaled from a topographic map and have
 HV2525.an estimated accuracy of +/- 6 seconds.
 HV2525
 HV2525.The orthometric height was determined by differential leveling
 HV2525.and adjusted by the National Geodetic Survey in June 1991..
 HV2525
 HV2525.The geoid height was determined by GEOID03.
 HV2525
 HV2525.The dynamic height is computed by dividing the NAVD 88
 HV2525.geopotential number by the normal gravity value computed on the
 HV2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2525.degrees latitude (g = 980.6199 gals.).
 HV2525
 HV2525.The modeled gravity was interpolated from observed gravity values.
 HV2525
 HV2525;                    North         East    Units  Estimated Accuracy
 HV2525;SPC VA N     - 2,109,630.    3,605,350.      MT  (+/- 180 meters Scaled)
 HV2525
 HV2525                          SUPERSEDED SURVEY CONTROL
 HV2525
 HV2525  NGVD 29 (??/??/??)   64.219  (m)          210.69   (f) ADJUSTED    2 0
 HV2525
 HV2525.Superseded values are not recommended for survey control.
 HV2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2525.See file dsdata.txt to determine how the superseded data were derived.
 HV2525
 HV2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH007802(NAD 83)
 HV2525_MARKER: DB = BENCH MARK DISK
 HV2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2525_STAMPING: A 386 1960
 HV2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2525+STABILITY: SURFACE MOTION
 HV2525
 HV2525  HISTORY     - Date     Condition        Report By
 HV2525  HISTORY     - 1960     MONUMENTED       CGS
 HV2525  HISTORY     - 1962     GOOD             CGS
 HV2525  HISTORY     - 20010331 MARK NOT FOUND   NGS
 HV2525  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 HV2525
 HV2525                          STATION DESCRIPTION
 HV2525
 HV2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2525'3.2 MI W FROM WOODBRIDGE.
 HV2525'ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 123 FROM THE
 HV2525'JUNCTION OF U.S. HIGHWAY 1 AT WOODBRIDGE, THENCE ABOUT 2.2
 HV2525'MILES SOUTHWEST AND WEST ALONG ROAD 639, THENCE ABOUT 0.65 MILE
 HV2525'SOUTH ALONG ROAD 638, 0.35 MILE NORTHWEST OF BOTTOM OF GRADES AND
 HV2525'A PIPE CULVERT FOR A CREEK BRANCH, 92 YARDS SOUTH OF TOP OF
 HV2525'GRADES, 106 YARDS NORTH OF JUNCTION OF DRIVE LEADING EAST TO
 HV2525'A HOUSE, 20 FEET WEST OF THE CENTER LINE OF ROAD AND AT OUTSIDE
 HV2525'OF A CURVE, 3 FEET SOUTH OF TELEPHONE POLE 1211, 1 1/2 FEET
 HV2525'EAST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 HV2525'OF ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HV2525
 HV2525                          STATION RECOVERY (1962)
 HV2525
 HV2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2525'RECOVERED IN GOOD CONDITION.
 HV2525
 HV2525                          STATION RECOVERY (2001)
 HV2525
 HV2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 HV2525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 HV2525
 HV2525                          STATION RECOVERY (2003)
 HV2525
 HV2525'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV2525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3094 ***********************************************************************
 HV3094  DESIGNATION -  A 387
 HV3094  PID         -  HV3094
 HV3094  STATE/COUNTY-  VA/STAFFORD
 HV3094  USGS QUAD   -  STAFFORD (1994)
 HV3094
 HV3094                         *CURRENT SURVEY CONTROL
 HV3094  ___________________________________________________________________
 HV3094* NAD 83(1986)-  38 28 38.     (N)    077 25 33.     (W)     SCALED    
 HV3094* NAVD 88     -        77.108  (meters)     252.98   (feet)  ADJUSTED  
 HV3094  ___________________________________________________________________
 HV3094  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV3094  DYNAMIC HT  -          77.062 (meters)     252.83  (feet)  COMP
 HV3094  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 HV3094
 HV3094  VERT ORDER  -  SECOND    CLASS 0
 HV3094
 HV3094.The horizontal coordinates were scaled from a topographic map and have
 HV3094.an estimated accuracy of +/- 6 seconds.
 HV3094
 HV3094.The orthometric height was determined by differential leveling
 HV3094.and adjusted by the National Geodetic Survey in June 1991..
 HV3094
 HV3094.The geoid height was determined by GEOID03.
 HV3094
 HV3094.The dynamic height is computed by dividing the NAVD 88
 HV3094.geopotential number by the normal gravity value computed on the
 HV3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3094.degrees latitude (g = 980.6199 gals.).
 HV3094
 HV3094.The modeled gravity was interpolated from observed gravity values.
 HV3094
 HV3094;                    North         East    Units  Estimated Accuracy
 HV3094;SPC VA N     - 2,090,520.    3,593,730.      MT  (+/- 180 meters Scaled)
 HV3094
 HV3094                          SUPERSEDED SURVEY CONTROL
 HV3094
 HV3094  NGVD 29 (??/??/??)   77.379  (m)          253.87   (f) ADJUSTED    2 0
 HV3094
 HV3094.Superseded values are not recommended for survey control.
 HV3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3094.See file dsdata.txt to determine how the superseded data were derived.
 HV3094
 HV3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH883615(NAD 83)
 HV3094_MARKER: DB = BENCH MARK DISK
 HV3094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3094_SP_SET: CULVERT
 HV3094_STAMPING: A 387 1960
 HV3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3094
 HV3094  HISTORY     - Date     Condition        Report By
 HV3094  HISTORY     - 1960     MONUMENTED       CGS
 HV3094  HISTORY     - 19960413 GOOD             USPSQD
 HV3094  HISTORY     - 20020801 MARK NOT FOUND   INDIV
 HV3094  HISTORY     - 20020801 MARK NOT FOUND   INDIV
 HV3094
 HV3094                          STATION DESCRIPTION
 HV3094
 HV3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3094'4.6 MI NW FROM STAFFORD.
 HV3094'ABOUT 3.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 HV3094'AT STAFFORD, THENCE ABOUT 1.4 MILES NORTHWEST AND WEST ALONG ROAD
 HV3094'610, THENCE ABOUT 0.1 MILE NORTH ALONG ROAD 641, 15 FEET WEST
 HV3094'OF THE CENTER LINE OF ROAD 641, 9 FEET SOUTH OF THE CENTER LINE
 HV3094'OF A DRIVE TO A HOUSE, 45 YARDS SOUTH OF A LARGE PIPE CULVERT
 HV3094'UNDER ROAD 641, IN TOP AND 2 1/2 FEET NORTH OF THE SOUTH END
 HV3094'OF A RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A 15-INCH PIPE
 HV3094'CULVERT UNDER THE DRIVE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 HV3094'ROAD 641.
 HV3094
 HV3094                          STATION RECOVERY (1996)
 HV3094
 HV3094'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3094'RECOVERED IN GOOD CONDITION.
 HV3094
 HV3094                          STATION RECOVERY (2002)
 HV3094
 HV3094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DAB)
 HV3094'NOT RECOVERED, NOT FOUND
 HV3094
 HV3094                          STATION RECOVERY (2002)
 HV3094
 HV3094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 HV3094'BELIEVED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3047 ***********************************************************************
 HV3047  DESIGNATION -  A 388
 HV3047  PID         -  HV3047
 HV3047  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3047  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3047
 HV3047                         *CURRENT SURVEY CONTROL
 HV3047  ___________________________________________________________________
 HV3047* NAD 83(1986)-  38 17 16.     (N)    077 29 11.     (W)     SCALED    
 HV3047* NAVD 88     -        26.366  (meters)      86.50   (feet)  ADJUSTED  
 HV3047  ___________________________________________________________________
 HV3047  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3047  DYNAMIC HT  -          26.350 (meters)      86.45  (feet)  COMP
 HV3047  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 HV3047
 HV3047  VERT ORDER  -  FIRST     CLASS I
 HV3047
 HV3047.The horizontal coordinates were scaled from a topographic map and have
 HV3047.an estimated accuracy of +/- 6 seconds.
 HV3047
 HV3047.The orthometric height was determined by differential leveling
 HV3047.and adjusted by the National Geodetic Survey in June 1991..
 HV3047
 HV3047.The geoid height was determined by GEOID03.
 HV3047
 HV3047.The dynamic height is computed by dividing the NAVD 88
 HV3047.geopotential number by the normal gravity value computed on the
 HV3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3047.degrees latitude (g = 980.6199 gals.).
 HV3047
 HV3047.The modeled gravity was interpolated from observed gravity values.
 HV3047
 HV3047;                    North         East    Units  Estimated Accuracy
 HV3047;SPC VA N     - 2,069,430.    3,588,670.      MT  (+/- 180 meters Scaled)
 HV3047
 HV3047                          SUPERSEDED SURVEY CONTROL
 HV3047
 HV3047  NGVD 29 (??/??/??)   26.617  (m)           87.33   (f) ADJUSTED    1 1
 HV3047
 HV3047.Superseded values are not recommended for survey control.
 HV3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3047.See file dsdata.txt to determine how the superseded data were derived.
 HV3047
 HV3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH825406(NAD 83)
 HV3047_MARKER: DB = BENCH MARK DISK
 HV3047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV3047_STAMPING: A 388 1960
 HV3047_MARK LOGO: CGS   
 HV3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3047+STABILITY: SURFACE MOTION
 HV3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3047+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 HV3047
 HV3047  HISTORY     - Date     Condition        Report By
 HV3047  HISTORY     - 1960     MONUMENTED       CGS
 HV3047  HISTORY     - 1981     GOOD             NGS
 HV3047  HISTORY     - 1983     GOOD             NGS
 HV3047  HISTORY     - 1984     GOOD             NGS
 HV3047  HISTORY     - 1984     GOOD             NGS
 HV3047  HISTORY     - 19981103 GOOD             USPSQD
 HV3047  HISTORY     - 20050502 GOOD             GEOCAC
 HV3047
 HV3047                          STATION DESCRIPTION
 HV3047
 HV3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3047'0.6 MI S FROM FREDERICKSBURG.
 HV3047'ABOUT 0.6 MILE SOUTH ALONG ALTERNATE U.S. HIGHWAY 1 FROM THE
 HV3047'OVERPASS OVER STATE HIGHWAY 3 AT FREDERICKSBURG, 19 FEET WEST OF
 HV3047'THE CENTER LINE OF SOUTH-BOUND LANE OF HIGHWAY 1, IN TOP OF THE
 HV3047'WEST END OF NORTH ABUTMENT OF CONCRETE BRIDGE OVER HAZEL RUN,
 HV3047'1/3 FOOT WEST OF CONCRETE BANISTER, AND ABOUT LEVEL WITH THE
 HV3047'BRIDGE SIDEWALK.
 HV3047
 HV3047                          STATION RECOVERY (1981)
 HV3047
 HV3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV3047'RECOVERED IN GOOD CONDITION.
 HV3047
 HV3047                          STATION RECOVERY (1983)
 HV3047
 HV3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3047'RECOVERED IN GOOD CONDITION, EXCEPT A STEEL GAS PIPE HAS BEEN LAID
 HV3047'OVER THE BENCH MARK.  INACCESSIBLE TO LEVEL TO.
 HV3047
 HV3047                          STATION RECOVERY (1984)
 HV3047
 HV3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3047'RECOVERED IN GOOD CONDITION, NOT LEVELED TO DURING THIS SURVEY, THE
 HV3047'MARK IS NOW INACCESSIBLE AS A PIPE HAS BEEN PLACED ALONG THE BRIDGE
 HV3047'ABUTMENT OVER HAZEL RUN.
 HV3047
 HV3047                          STATION RECOVERY (1984)
 HV3047
 HV3047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3047'RECOVERED IN GOOD CONDITION.
 HV3047
 HV3047                          STATION RECOVERY (1998)
 HV3047
 HV3047'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3047'RECOVERED IN GOOD CONDITION.
 HV3047
 HV3047                          STATION RECOVERY (2005)
 HV3047
 HV3047'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3047'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1279 ***********************************************************************
 GV1279  DESIGNATION -  A 389
 GV1279  PID         -  GV1279
 GV1279  STATE/COUNTY-  VA/CAROLINE
 GV1279  USGS QUAD   -  RUTHER GLEN (1985)
 GV1279
 GV1279                         *CURRENT SURVEY CONTROL
 GV1279  ___________________________________________________________________
 GV1279* NAD 83(1986)-  37 54 17.     (N)    077 27 18.     (W)     SCALED    
 GV1279* NAVD 88     -        58.606  (meters)     192.28   (feet)  ADJUSTED  
 GV1279  ___________________________________________________________________
 GV1279  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GV1279  DYNAMIC HT  -          58.569 (meters)     192.16  (feet)  COMP
 GV1279  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 GV1279
 GV1279  VERT ORDER  -  SECOND    CLASS 0
 GV1279
 GV1279.The horizontal coordinates were scaled from a topographic map and have
 GV1279.an estimated accuracy of +/- 6 seconds.
 GV1279
 GV1279.The orthometric height was determined by differential leveling
 GV1279.and adjusted by the National Geodetic Survey in June 1991..
 GV1279
 GV1279.The geoid height was determined by GEOID03.
 GV1279
 GV1279.The dynamic height is computed by dividing the NAVD 88
 GV1279.geopotential number by the normal gravity value computed on the
 GV1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1279.degrees latitude (g = 980.6199 gals.).
 GV1279
 GV1279.The modeled gravity was interpolated from observed gravity values.
 GV1279
 GV1279;                    North         East    Units  Estimated Accuracy
 GV1279;SPC VA N     - 2,026,950.    3,591,900.      MT  (+/- 180 meters Scaled)
 GV1279
 GV1279                          SUPERSEDED SURVEY CONTROL
 GV1279
 GV1279  NGVD 29 (??/??/??)   58.891  (m)          193.21   (f) ADJUSTED    2 0
 GV1279
 GV1279.Superseded values are not recommended for survey control.
 GV1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1279.See file dsdata.txt to determine how the superseded data were derived.
 GV1279
 GV1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG841980(NAD 83)
 GV1279_MARKER: DB = BENCH MARK DISK
 GV1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1279_STAMPING: A 389 1960
 GV1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1279+STABILITY: SURFACE MOTION
 GV1279
 GV1279  HISTORY     - Date     Condition        Report By
 GV1279  HISTORY     - 1960     MONUMENTED       CGS
 GV1279  HISTORY     - 1974     GOOD             NGS
 GV1279  HISTORY     - 19970223 GOOD             USPSQD
 GV1279  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1279  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1279
 GV1279                          STATION DESCRIPTION
 GV1279
 GV1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1279'2.5 MI S FROM RUTHER GLEN.
 GV1279'ABOUT 1.45 MILES SOUTHEAST ALONG ROAD 652 FROM THE OVERPASS
 GV1279'OVER THE RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD AT
 GV1279'RUTHER GLEN, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A WOODS ROAD,
 GV1279'THENCE ABOUT 0.35 MILE WEST ALONG A WOODS ROAD, IN TRIANGLE
 GV1279'FORMED BY JUNCTION OF ROADS, 18 FEET NORTHWEST OF THE CENTER
 GV1279'LINE OF ROAD LEADING NORTHEAST AND SOUTHWEST, 24 1/2 FEET SOUTH
 GV1279'OF THE CENTER LINE OF ROAD LEADING WEST, 10 1/2 FEET EAST-NORTHEAST
 GV1279'OF CENTER LINE OF ROAD JUNCTION, 2 FEET WEST OF A STEEL WITNESS
 GV1279'POST, ABOUT 2 FEET ABOVE THE LEVEL OF ROAD LEADING
 GV1279'NORTHEAST-SOUTHWEST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GV1279'2 INCHES.
 GV1279
 GV1279                          STATION RECOVERY (1974)
 GV1279
 GV1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1279'RECOVERED IN GOOD CONDITION.
 GV1279
 GV1279                          STATION RECOVERY (1997)
 GV1279
 GV1279'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1279'RECOVERED IN GOOD CONDITION.
 GV1279
 GV1279                          STATION RECOVERY (2002)
 GV1279
 GV1279'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1279'MARK NOT FOUND.
 GV1279
 GV1279                          STATION RECOVERY (2003)
 GV1279
 GV1279'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0067 ***********************************************************************
 GA0067  DESIGNATION -  A 39
 GA0067  PID         -  GA0067
 GA0067  STATE/COUNTY-  VA/RUSSELL
 GA0067  USGS QUAD   -  ST PAUL (1991)
 GA0067
 GA0067                         *CURRENT SURVEY CONTROL
 GA0067  ___________________________________________________________________
 GA0067* NAD 83(1986)-  36 53 31.     (N)    082 16 43.     (W)     SCALED    
 GA0067* NAVD 88     -       452.436  (meters)    1484.37   (feet)  ADJUSTED  
 GA0067  ___________________________________________________________________
 GA0067  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0067  DYNAMIC HT  -         452.035 (meters)    1483.05  (feet)  COMP
 GA0067  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 GA0067
 GA0067  VERT ORDER  -  SECOND    CLASS 0
 GA0067
 GA0067.The horizontal coordinates were scaled from a topographic map and have
 GA0067.an estimated accuracy of +/- 6 seconds.
 GA0067
 GA0067.The orthometric height was determined by differential leveling
 GA0067.and adjusted by the National Geodetic Survey in June 1991..
 GA0067
 GA0067.The geoid height was determined by GEOID03.
 GA0067
 GA0067.The dynamic height is computed by dividing the NAVD 88
 GA0067.geopotential number by the normal gravity value computed on the
 GA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0067.degrees latitude (g = 980.6199 gals.).
 GA0067
 GA0067.The modeled gravity was interpolated from observed gravity values.
 GA0067
 GA0067;                    North         East    Units  Estimated Accuracy
 GA0067;SPC VA S     - 1,068,730.    3,163,280.      MT  (+/- 180 meters Scaled)
 GA0067
 GA0067                          SUPERSEDED SURVEY CONTROL
 GA0067
 GA0067  NGVD 29 (??/??/92)  452.582  (m)         1484.85   (f) ADJ UNCH    2 0
 GA0067
 GA0067.Superseded values are not recommended for survey control.
 GA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0067.See file dsdata.txt to determine how the superseded data were derived.
 GA0067
 GA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA860836(NAD 83)
 GA0067_MARKER: DB = BENCH MARK DISK
 GA0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0067_STAMPING: A 39 1934
 GA0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0067+STABILITY: SURFACE MOTION
 GA0067
 GA0067  HISTORY     - Date     Condition        Report By
 GA0067  HISTORY     - 1934     MONUMENTED       CGS
 GA0067  HISTORY     - 1958     GOOD             NGS
 GA0067  HISTORY     - 1963     GOOD             NGS
 GA0067
 GA0067                          STATION DESCRIPTION
 GA0067
 GA0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0067'AT CASTLEWOOD.
 GA0067'AT CASTLEWOOD, ALONG THE NORFOLK AND WESTERN RAILWAY, 103 1/2
 GA0067'FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE NORTHEAST
 GA0067'CORNER OF THE STATION, AT A BLACK TOP ROAD CROSSING, 7 FEET
 GA0067'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 121 FEET WEST OF THE
 GA0067'CENTER LINE OF THE ROAD, 30 1/2 FEET SOUTHWEST OF THE FIRST
 GA0067'TELEPHONE POLE WEST OF THE ROAD, 1 1/2 FEET WEST OF A STEEL
 GA0067'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 GA0067'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GA0067
 GA0067                          STATION RECOVERY (1963)
 GA0067
 GA0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0189 ***********************************************************************
 HW0189  DESIGNATION -  A 390
 HW0189  PID         -  HW0189
 HW0189  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0189  USGS QUAD   -  MASSIES CORNER (1994)
 HW0189
 HW0189                         *CURRENT SURVEY CONTROL
 HW0189  ___________________________________________________________________
 HW0189* NAD 83(1986)-  38 41 01.     (N)    078 00 41.     (W)     SCALED    
 HW0189* NAVD 88     -       183.612  (meters)     602.40   (feet)  ADJUSTED  
 HW0189  ___________________________________________________________________
 HW0189  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0189  DYNAMIC HT  -         183.496 (meters)     602.02  (feet)  COMP
 HW0189  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 HW0189
 HW0189  VERT ORDER  -  SECOND    CLASS 0
 HW0189
 HW0189.The horizontal coordinates were scaled from a topographic map and have
 HW0189.an estimated accuracy of +/- 6 seconds.
 HW0189
 HW0189.The orthometric height was determined by differential leveling
 HW0189.and adjusted by the National Geodetic Survey in June 1991..
 HW0189
 HW0189.The geoid height was determined by GEOID03.
 HW0189
 HW0189.The dynamic height is computed by dividing the NAVD 88
 HW0189.geopotential number by the normal gravity value computed on the
 HW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0189.degrees latitude (g = 980.6199 gals.).
 HW0189
 HW0189.The modeled gravity was interpolated from observed gravity values.
 HW0189
 HW0189;                    North         East    Units  Estimated Accuracy
 HW0189;SPC VA N     - 2,112,990.    3,542,510.      MT  (+/- 180 meters Scaled)
 HW0189
 HW0189                          SUPERSEDED SURVEY CONTROL
 HW0189
 HW0189  NGVD 29 (??/??/92)  183.820  (m)          603.08   (f) ADJ UNCH    2 0
 HW0189
 HW0189.Superseded values are not recommended for survey control.
 HW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0189.See file dsdata.txt to determine how the superseded data were derived.
 HW0189
 HW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC599859(NAD 83)
 HW0189_MARKER: DB = BENCH MARK DISK
 HW0189_SETTING: 66 = SET IN ROCK OUTCROP
 HW0189_SP_SET: ROCK OUTCROP
 HW0189_STAMPING: A 390 1959
 HW0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0189+STABILITY: POSITION/ELEVATION WELL
 HW0189
 HW0189  HISTORY     - Date     Condition        Report By
 HW0189  HISTORY     - 1959     MONUMENTED       CGS
 HW0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0189
 HW0189                          STATION DESCRIPTION
 HW0189
 HW0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HW0189'1.3 MI NW FROM AMISSVILLE.
 HW0189'ABOUT 1.3 MILES NORTHWEST ON U.S. HIGHWAY NO. 211, FROM THE
 HW0189'JUNCTION OF U.S. HIGHWAY NO. 211 AND STATE ROUTE NO. 642 IN
 HW0189'AMISSVILLE AND ABOUT 0.05 MILE NORTHWEST OF THE E.G. TAPP STORE
 HW0189'AND SERVICE STATION.  IT IS 21 FEET NORTH OF THE CENTERLINE OF
 HW0189'U.S. HIGHWAY NO. 211 AND 16.5 FEET WEST OF AN 18-INCH LOCUST TREE.
 HW0189'MARK IS A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF AN
 HW0189'OUTCROPPING ROCK.
 HW0189
 HW0189                          STATION RECOVERY (1983)
 HW0189
 HW0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0189'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 HW0189'THE E.G. TAPP STORE AND SERVICE STATION NO LONGER EXIST AND THE
 HW0189'HIGHWAY IS NOW FOUR-LANES, IT IS BELIEVED THIS MARK WAS DESTROYED
 HW0189'DURING HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1966 ***********************************************************************
 GV1966  DESIGNATION -  A 391
 GV1966  PID         -  GV1966
 GV1966  STATE/COUNTY-  VA/DINWIDDIE
 GV1966  USGS QUAD   -  PETERSBURG (1994)
 GV1966
 GV1966                         *CURRENT SURVEY CONTROL
 GV1966  ___________________________________________________________________
 GV1966* NAD 83(1986)-  37 11 49.     (N)    077 26 38.     (W)     SCALED    
 GV1966* NAVD 88     -        31.946  (meters)     104.81   (feet)  ADJUSTED  
 GV1966  ___________________________________________________________________
 GV1966  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 GV1966  DYNAMIC HT  -          31.922 (meters)     104.73  (feet)  COMP
 GV1966  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GV1966
 GV1966  VERT ORDER  -  SECOND    CLASS 0
 GV1966
 GV1966.The horizontal coordinates were scaled from a topographic map and have
 GV1966.an estimated accuracy of +/- 6 seconds.
 GV1966
 GV1966.The orthometric height was determined by differential leveling
 GV1966.and adjusted by the National Geodetic Survey in June 1991..
 GV1966
 GV1966.The geoid height was determined by GEOID03.
 GV1966
 GV1966.The dynamic height is computed by dividing the NAVD 88
 GV1966.geopotential number by the normal gravity value computed on the
 GV1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1966.degrees latitude (g = 980.6199 gals.).
 GV1966
 GV1966.The modeled gravity was interpolated from observed gravity values.
 GV1966
 GV1966;                    North         East    Units  Estimated Accuracy
 GV1966;SPC VA S     - 1,096,360.    3,593,760.      MT  (+/- 180 meters Scaled)
 GV1966
 GV1966                          SUPERSEDED SURVEY CONTROL
 GV1966
 GV1966  NGVD 29 (??/??/??)   32.297  (m)          105.96   (f) ADJUSTED    2 0
 GV1966
 GV1966.Superseded values are not recommended for survey control.
 GV1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1966.See file dsdata.txt to determine how the superseded data were derived.
 GV1966
 GV1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG830195(NAD 83)
 GV1966_MARKER: DB = BENCH MARK DISK
 GV1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1966_SP_SET: CULVERT
 GV1966_STAMPING: A 391 1960
 GV1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1966
 GV1966  HISTORY     - Date     Condition        Report By
 GV1966  HISTORY     - 1960     MONUMENTED       CGS
 GV1966  HISTORY     - 1989     GOOD             USPSQD
 GV1966  HISTORY     - 20010331 GOOD             NGS
 GV1966  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 GV1966
 GV1966                          STATION DESCRIPTION
 GV1966
 GV1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1966'2.6 MI SW FROM PETERSBURG.
 GV1966'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS OF
 GV1966'RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1966'THENCE ABOUT 1.7 MILES WESTERLY ALONG CONCRETE PARK ROAD, THENCE
 GV1966'ABOUT 0.55 MILE WESTERLY ALONG STATE HIGHWAY 142, 130 YARDS EAST
 GV1966'OF OVERPASS OF SEABOARD AIR LINE RAILROAD OVER STATE HIGHWAY
 GV1966'142, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF
 GV1966'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 9-FOOT CORRUGATED
 GV1966'PIPE CULVERT FOR ROHOIC CREEK.
 GV1966
 GV1966                          STATION RECOVERY (1989)
 GV1966
 GV1966'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1966'RECOVERED IN GOOD CONDITION.
 GV1966
 GV1966                          STATION RECOVERY (2001)
 GV1966
 GV1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1966
 GV1966                          STATION RECOVERY (2005)
 GV1966
 GV1966'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1966'PIPE CULVERT HAS BEEN REPLACED BY A CONCRETE BOX CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2385 ***********************************************************************
 GV2385  DESIGNATION -  A 392
 GV2385  PID         -  GV2385
 GV2385  STATE/COUNTY-  VA/DINWIDDIE
 GV2385  USGS QUAD   -  DINWIDDIE (1979)
 GV2385
 GV2385                         *CURRENT SURVEY CONTROL
 GV2385  ___________________________________________________________________
 GV2385* NAD 83(1986)-  37 03 48.     (N)    077 36 26.     (W)     SCALED    
 GV2385* NAVD 88     -        67.112  (meters)     220.18   (feet)  ADJUSTED  
 GV2385  ___________________________________________________________________
 GV2385  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GV2385  DYNAMIC HT  -          67.062 (meters)     220.02  (feet)  COMP
 GV2385  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 GV2385
 GV2385  VERT ORDER  -  SECOND    CLASS 0
 GV2385
 GV2385.The horizontal coordinates were scaled from a topographic map and have
 GV2385.an estimated accuracy of +/- 6 seconds.
 GV2385
 GV2385.The orthometric height was determined by differential leveling
 GV2385.and adjusted by the National Geodetic Survey in June 1991..
 GV2385
 GV2385.The geoid height was determined by GEOID03.
 GV2385
 GV2385.The dynamic height is computed by dividing the NAVD 88
 GV2385.geopotential number by the normal gravity value computed on the
 GV2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2385.degrees latitude (g = 980.6199 gals.).
 GV2385
 GV2385.The modeled gravity was interpolated from observed gravity values.
 GV2385
 GV2385;                    North         East    Units  Estimated Accuracy
 GV2385;SPC VA S     - 1,081,390.    3,579,400.      MT  (+/- 180 meters Scaled)
 GV2385
 GV2385                          SUPERSEDED SURVEY CONTROL
 GV2385
 GV2385  NGVD 29 (??/??/??)   67.445  (m)          221.28   (f) ADJUSTED    2 0
 GV2385
 GV2385.Superseded values are not recommended for survey control.
 GV2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2385.See file dsdata.txt to determine how the superseded data were derived.
 GV2385
 GV2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG681050(NAD 83)
 GV2385_MARKER: DB = BENCH MARK DISK
 GV2385_SETTING: 66 = SET IN ROCK OUTCROP
 GV2385_SP_SET: ROCK OUTCROP
 GV2385_STAMPING: A 392 1960
 GV2385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV2385+STABILITY: POSITION/ELEVATION WELL
 GV2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2385+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2385
 GV2385  HISTORY     - Date     Condition        Report By
 GV2385  HISTORY     - 1960     MONUMENTED       CGS
 GV2385  HISTORY     - 1966     GOOD             CGS
 GV2385  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 GV2385  HISTORY     - 20010331 GOOD             NGS
 GV2385  HISTORY     - 20051022 GOOD             USPSQD
 GV2385
 GV2385                          STATION DESCRIPTION
 GV2385
 GV2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2385'2 MI SW FROM DINWIDDIE.
 GV2385'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE HIGH
 GV2385'SCHOOL AT DINWIDDIE, 0.4 MILE WEST-SOUTHWEST OF HIGHWAY
 GV2385'BRIDGE OVER STONY CREEK, 91 YARDS SOUTHWEST OF HISTORICAL SIGN,
 GV2385'41 FEET SOUTHEAST OF THE CENTER LINE OF NORTHEAST-BOUND LANE
 GV2385'OF DIVIDED HIGHWAY, 123 YARDS SOUTHWEST OF THE CENTER LINE
 GV2385'OF ROAD 656 LEADING SOUTHEAST, 47 1/2 FEET NORTHEAST OF THE
 GV2385'CENTER OF A WELL AND IN FRONT OF A UNPAINTED HOUSE, 84 1/2
 GV2385'FEET WEST-SOUTHWEST OF POWER LINE POLE 297 1/2, 59 FEET SOUTHWEST
 GV2385'OF THE SOUTHWEST END OF A 15-INCH PIPE CULVERT UNDER DRIVE
 GV2385'LEADING SOUTHEAST AND UPHILL TO NORTHEAST SIDE OF HOUSE, IN
 GV2385'TOP OF A 1 1/2-FOOT-HIGH 5-BY 6-FOOT EXPOSED PART OF ROCK
 GV2385'OUTCROP ON TOP OF A CUT BANK, 17 YARDS NORTHEAST OF THE SOUTHWEST
 GV2385'END OF CUT, AND ABOUT FOUR FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GV2385
 GV2385                          STATION RECOVERY (1966)
 GV2385
 GV2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2385'RECOVERED IN GOOD CONDITION.
 GV2385
 GV2385                          STATION RECOVERY (1995)
 GV2385
 GV2385'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2385'MARK NOT FOUND.
 GV2385
 GV2385                          STATION RECOVERY (2001)
 GV2385
 GV2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2385
 GV2385                          STATION RECOVERY (2005)
 GV2385
 GV2385'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1562 ***********************************************************************
 FX1562  DESIGNATION -  A 393 RESET 1968
 FX1562  PID         -  FX1562
 FX1562  STATE/COUNTY-  VA/BRUNSWICK
 FX1562  USGS QUAD   -  ALBERTA (1970)
 FX1562
 FX1562                         *CURRENT SURVEY CONTROL
 FX1562  ___________________________________________________________________
 FX1562* NAD 83(1986)-  36 51 01.     (N)    077 53 43.     (W)     SCALED    
 FX1562* NAVD 88     -       102.16   (+/-2cm)     335.2    (feet)  VERTCON   
 FX1562  ___________________________________________________________________
 FX1562  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FX1562
 FX1562  VERT ORDER  -  THIRD (See Below)
 FX1562
 FX1562.The horizontal coordinates were scaled from a topographic map and have
 FX1562.an estimated accuracy of +/- 6 seconds.
 FX1562
 FX1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1562.The vertical order pertains to the NGVD 29 superseded value.
 FX1562
 FX1562.The geoid height was determined by GEOID03.
 FX1562
 FX1562;                    North         East    Units  Estimated Accuracy
 FX1562;SPC VA S     - 1,057,540.    3,553,930.      MT  (+/- 180 meters Scaled)
 FX1562
 FX1562                          SUPERSEDED SURVEY CONTROL
 FX1562
 FX1562  NGVD 29 (03/21/06)  102.48   (m)          336.2    (f) RESET       3  
 FX1562
 FX1562.Superseded values are not recommended for survey control.
 FX1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1562.See file dsdata.txt to determine how the superseded data were derived.
 FX1562
 FX1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF418821(NAD 83)
 FX1562_MARKER: DB = BENCH MARK DISK
 FX1562_SETTING: 0 = UNSPECIFIED SETTING
 FX1562_STAMPING: A 393 RESET 1968
 FX1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1562
 FX1562  HISTORY     - Date     Condition        Report By
 FX1562  HISTORY     - 1968     MONUMENTED       VADH
 FX1562  HISTORY     - 20010224 GOOD             USPSQD
 FX1562
 FX1562                          STATION DESCRIPTION
 FX1562
 FX1562'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 FX1562'1.6 MI SW FROM ALBERTA.
 FX1562'ABOUT 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1562'OVER THE VIRGINIAN RAILWAY AT ALBERTA, SET IN THE MEDIAN STRIP
 FX1562'OF U.S. HIGHWAY 1, 381 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE
 FX1562'SOUTH-MOST CONCRETE STEM OF CENTER PIER OF INTERSTATE HIGHWAY
 FX1562'85 NORTH-BOUND-LANE OVERPASS OVER U.S. HIGHWAY 1, 817 FEET
 FX1562'NORTH-WEST OF THE JUNCTION OF STATE ROAD 634, 45 FEET NORTHWEST
 FX1562'OF THE CENTER LINE OF NORTH BOUND LANE OF U.S. HIGHWAY 1, 38
 FX1562'FEET SOUTHWEST OF THE CENTER LINE OF SOUTH BOUND LANE OF U.S.
 FX1562'HIGHWAY 1, ABOUT 0.3 FOOT ABOVE THE LEVEL OF THE NORTH BOUND
 FX1562'LANE OF U.S. HIGHWAY 1, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF
 FX1562'THE SOUTH BOUND LANE OF U.S. HIGHWAY 1.
 FX1562
 FX1562                          STATION RECOVERY (2001)
 FX1562
 FX1562'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FX1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0131 ***********************************************************************
 FY0131  DESIGNATION -  A 394
 FY0131  PID         -  FY0131
 FY0131  STATE/COUNTY-  VA/MECKLENBURG
 FY0131  USGS QUAD   -  LA CROSSE (1981)
 FY0131
 FY0131                         *CURRENT SURVEY CONTROL
 FY0131  ___________________________________________________________________
 FY0131* NAD 83(1986)-  36 38 08.     (N)    078 07 12.     (W)     SCALED    
 FY0131* NAVD 88     -       113.517  (meters)     372.43   (feet)  ADJUSTED  
 FY0131  ___________________________________________________________________
 FY0131  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FY0131  DYNAMIC HT  -         113.427 (meters)     372.14  (feet)  COMP
 FY0131  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 FY0131
 FY0131  VERT ORDER  -  SECOND    CLASS 0
 FY0131
 FY0131.The horizontal coordinates were scaled from a topographic map and have
 FY0131.an estimated accuracy of +/- 6 seconds.
 FY0131
 FY0131.The orthometric height was determined by differential leveling
 FY0131.and adjusted by the National Geodetic Survey in June 1991..
 FY0131
 FY0131.The geoid height was determined by GEOID03.
 FY0131
 FY0131.The dynamic height is computed by dividing the NAVD 88
 FY0131.geopotential number by the normal gravity value computed on the
 FY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0131.degrees latitude (g = 980.6199 gals.).
 FY0131
 FY0131.The modeled gravity was interpolated from observed gravity values.
 FY0131
 FY0131;                    North         East    Units  Estimated Accuracy
 FY0131;SPC VA S     - 1,033,610.    3,533,990.      MT  (+/- 180 meters Scaled)
 FY0131
 FY0131                          SUPERSEDED SURVEY CONTROL
 FY0131
 FY0131  NGVD 29 (??/??/92)  113.839  (m)          373.49   (f) ADJ UNCH    2 0
 FY0131
 FY0131.Superseded values are not recommended for survey control.
 FY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0131.See file dsdata.txt to determine how the superseded data were derived.
 FY0131
 FY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA575583(NAD 83)
 FY0131_MARKER: DB = BENCH MARK DISK
 FY0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0131_STAMPING: A 394 1960
 FY0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0131+STABILITY: SURFACE MOTION
 FY0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0131+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 FY0131
 FY0131  HISTORY     - Date     Condition        Report By
 FY0131  HISTORY     - 1960     MONUMENTED       CGS
 FY0131  HISTORY     - 20051201 GOOD             USPSQD
 FY0131
 FY0131                          STATION DESCRIPTION
 FY0131
 FY0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0131'2.8 MI NE FROM BRACEY.
 FY0131'2.8 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FY0131'THE STATION AT BRACEY, AT THE CROSSING OF GRAVEL ROAD 627 LEADING
 FY0131'EAST, 0.45 MILE NORTH OF MILEPOST 84, 36 FEET EAST OF THE EAST
 FY0131'RAIL OF MAIN TRACK, 21 1/2 FEET EAST OF THE EAST RAIL OF SIDING,
 FY0131'113 FEET NORTH OF THE CENTER LINE OF ROAD 627, 121 FEET
 FY0131'NORTH-NORTHEAST OF THE CENTER OF CROSSING OF ROAD 627 AND MAIN
 FY0131'TRACK, 4 FEET SOUTH OF TELEPHONE POLE E 37 A, ABOUT 1/2 FOOT
 FY0131'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 FY0131'PROJECTING 3 INCHES.
 FY0131
 FY0131                          STATION RECOVERY (2005)
 FY0131
 FY0131'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1386 ***********************************************************************
 GA1386  DESIGNATION -  A 40
 GA1386  PID         -  GA1386
 GA1386  STATE/COUNTY-  VA/WISE
 GA1386  USGS QUAD   -  WISE (1991)
 GA1386
 GA1386                         *CURRENT SURVEY CONTROL
 GA1386  ___________________________________________________________________
 GA1386* NAD 83(1986)-  36 56 22.     (N)    082 35 43.     (W)     SCALED    
 GA1386* NAVD 88     -       635.154  (meters)    2083.83   (feet)  ADJUSTED  
 GA1386  ___________________________________________________________________
 GA1386  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1386  DYNAMIC HT  -         634.584 (meters)    2081.96  (feet)  COMP
 GA1386  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 GA1386
 GA1386  VERT ORDER  -  SECOND    CLASS 0
 GA1386
 GA1386.The horizontal coordinates were scaled from a topographic map and have
 GA1386.an estimated accuracy of +/- 6 seconds.
 GA1386
 GA1386.The orthometric height was determined by differential leveling
 GA1386.and adjusted by the National Geodetic Survey in June 1991..
 GA1386
 GA1386.The geoid height was determined by GEOID03.
 GA1386
 GA1386.The dynamic height is computed by dividing the NAVD 88
 GA1386.geopotential number by the normal gravity value computed on the
 GA1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1386.degrees latitude (g = 980.6199 gals.).
 GA1386
 GA1386.The modeled gravity was interpolated from observed gravity values.
 GA1386
 GA1386;                    North         East    Units  Estimated Accuracy
 GA1386;SPC VA S     - 1,075,170.    3,135,310.      MT  (+/- 180 meters Scaled)
 GA1386
 GA1386                          SUPERSEDED SURVEY CONTROL
 GA1386
 GA1386  NGVD 29 (??/??/92)  635.292  (m)         2084.29   (f) ADJ UNCH    2 0
 GA1386
 GA1386.Superseded values are not recommended for survey control.
 GA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1386.See file dsdata.txt to determine how the superseded data were derived.
 GA1386
 GA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA579893(NAD 83)
 GA1386_MARKER: DB = BENCH MARK DISK
 GA1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1386_SP_SET: BRIDGE
 GA1386_STAMPING: A 40 1934
 GA1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1386
 GA1386  HISTORY     - Date     Condition        Report By
 GA1386  HISTORY     - 1934     MONUMENTED       CGS
 GA1386
 GA1386                          STATION DESCRIPTION
 GA1386
 GA1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1386'AT RAMSEY.
 GA1386'AT RAMSEY, WISE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 1.8
 GA1386'MILES EAST OF NORTON, 4 RAILS WEST OF MILEPOST 464, 20 FEET FROM
 GA1386'BENCH MARK RV 135 (N AND W RY) DESCRIBED BELOW, AT A CONCRETE
 GA1386'BRIDGE, AND IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL.  A
 GA1386'STANDARD DISK, STAMPED A 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1155 ***********************************************************************
 GW1155  DESIGNATION -  A 401
 GW1155  PID         -  GW1155
 GW1155  STATE/COUNTY-  VA/CAMPBELL
 GW1155  USGS QUAD   -  CITY FARM (1985)
 GW1155
 GW1155                         *CURRENT SURVEY CONTROL
 GW1155  ___________________________________________________________________
 GW1155* NAD 83(1986)-  37 19 46.     (N)    079 12 04.     (W)     SCALED    
 GW1155* NAVD 88     -       284.806  (meters)     934.40   (feet)  POSTED    
 GW1155  ___________________________________________________________________
 GW1155  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW1155  DYNAMIC HT  -         284.590 (meters)     933.69  (feet)  COMP
 GW1155  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 GW1155
 GW1155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1155
 GW1155.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW1155
 GW1155.The horizontal coordinates were scaled from a topographic map and have
 GW1155.an estimated accuracy of +/- 6 seconds.
 GW1155
 GW1155.The orthometric height was determined by differential leveling
 GW1155.and adjusted by the National Geodetic Survey in 1992..
 GW1155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1155.rate of 0.0 thru 1.0 mm/km.
 GW1155
 GW1155.The geoid height was determined by GEOID03.
 GW1155
 GW1155.The dynamic height is computed by dividing the NAVD 88
 GW1155.geopotential number by the normal gravity value computed on the
 GW1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1155.degrees latitude (g = 980.6199 gals.).
 GW1155
 GW1155.The modeled gravity was interpolated from observed gravity values.
 GW1155
 GW1155;                    North         East    Units  Estimated Accuracy
 GW1155;SPC VA S     - 1,110,770.    3,437,870.      MT  (+/- 180 meters Scaled)
 GW1155
 GW1155                          SUPERSEDED SURVEY CONTROL
 GW1155
 GW1155  NGVD 29 (??/??/92)  285.056  (m)          935.22   (f) ADJ UNCH    2 0
 GW1155
 GW1155.Superseded values are not recommended for survey control.
 GW1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1155.See file dsdata.txt to determine how the superseded data were derived.
 GW1155
 GW1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB593329(NAD 83)
 GW1155_MARKER: DB = BENCH MARK DISK
 GW1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1155_SP_SET: DRILL HOLE
 GW1155_STAMPING: A 401 1963
 GW1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1155
 GW1155  HISTORY     - Date     Condition        Report By
 GW1155  HISTORY     - 1963     MONUMENTED       CGS
 GW1155  HISTORY     - 1964     GOOD             NGS
 GW1155  HISTORY     - 1983     GOOD             USPSQD
 GW1155  HISTORY     - 1991     GOOD             USPSQD
 GW1155
 GW1155                          STATION DESCRIPTION
 GW1155
 GW1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GW1155'AT MUNICIPAL AIRPORT.
 GW1155'AT LYNCHBURG MUNICIPAL-PRESTON GLENN AIRPORT.  SET IN DRILL HOLE
 GW1155'IN CONCRETE FOUNDATION AT SOUTHEAST CORNER OF TERMINAL BUILDING,
 GW1155'39 FT. NORTHEAST OF OPERATIONS ENTRANCE (PIEDMONT AIRLINES),
 GW1155'22.1 FT. SOUTH OF SOUTH DOOR OF EAST ENTRANCE TO TERMINAL BUILDING,
 GW1155'1.5 INCHES HIGHER THAN SIDEWALK.
 GW1155
 GW1155                          STATION RECOVERY (1964)
 GW1155
 GW1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1155'RECOVERED IN GOOD CONDITION.
 GW1155
 GW1155                          STATION RECOVERY (1983)
 GW1155
 GW1155'RECOVERY NOTE BY US POWER SQUADRON 1983
 GW1155'RECOVERED IN GOOD CONDITION.
 GW1155
 GW1155                          STATION RECOVERY (1991)
 GW1155
 GW1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (IPK)
 GW1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0234 ***********************************************************************
 FX0234  DESIGNATION -  A 402
 FX0234  PID         -  FX0234
 FX0234  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0234  USGS QUAD   -  CAPE HENRY (1986)
 FX0234
 FX0234                         *CURRENT SURVEY CONTROL
 FX0234  ___________________________________________________________________
 FX0234* NAD 83(1986)-  36 54 26.     (N)    076 06 35.     (W)     SCALED    
 FX0234* NAVD 88     -         0.992  (meters)       3.25   (feet)  ADJUSTED  
 FX0234  ___________________________________________________________________
 FX0234  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 FX0234  DYNAMIC HT  -           0.991 (meters)       3.25  (feet)  COMP
 FX0234  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0234
 FX0234  VERT ORDER  -  FIRST     CLASS I
 FX0234
 FX0234.The horizontal coordinates were scaled from a topographic map and have
 FX0234.an estimated accuracy of +/- 6 seconds.
 FX0234
 FX0234.The orthometric height was determined by differential leveling
 FX0234.and adjusted by the National Geodetic Survey in June 1991..
 FX0234
 FX0234.The geoid height was determined by GEOID03.
 FX0234
 FX0234.The dynamic height is computed by dividing the NAVD 88
 FX0234.geopotential number by the normal gravity value computed on the
 FX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0234.degrees latitude (g = 980.6199 gals.).
 FX0234
 FX0234.The modeled gravity was interpolated from observed gravity values.
 FX0234
 FX0234;                    North         East    Units  Estimated Accuracy
 FX0234;SPC VA S     - 1,066,380.    3,712,990.      MT  (+/- 180 meters Scaled)
 FX0234
 FX0234                          SUPERSEDED SURVEY CONTROL
 FX0234
 FX0234  NGVD 29 (??/??/92)    1.238  (m)            4.06   (f) ADJ UNCH    1 1
 FX0234
 FX0234.Superseded values are not recommended for survey control.
 FX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0234.See file dsdata.txt to determine how the superseded data were derived.
 FX0234
 FX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF011851(NAD 83)
 FX0234_MARKER: DB = BENCH MARK DISK
 FX0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0234_SP_SET: CULVERT
 FX0234_STAMPING: A 402 1961
 FX0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0234
 FX0234  HISTORY     - Date     Condition        Report By
 FX0234  HISTORY     - 1961     MONUMENTED       CGS
 FX0234  HISTORY     - 1972     GOOD             NGS
 FX0234  HISTORY     - 1977     GOOD             NGS
 FX0234  HISTORY     - 1989     GOOD             USPSQD
 FX0234
 FX0234                          STATION DESCRIPTION
 FX0234
 FX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0234'0.4 MI W FROM OCEAN PARK.
 FX0234'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE FIRE DEPARTMENT
 FX0234'BUILDING AT OCEAN PARK, ABOUT 0.1 MILE EAST OF THE JUNCTION OF
 FX0234'FIRST COURT ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 FX0234'LANE (EASTBOUND) OF THE HIGHWAY, SET ON THE TOP OF THE EAST END
 FX0234'OF THE SOUTH CONCRETE HEADWALL FOR A 6-FOOT BOX CULVERT OVER
 FX0234'PLEASURE HOUSE CREEK, 33 FEET EAST OF POWER LINE POLE 49-181-1182,
 FX0234'AND ABOUT LEVEL WITH THE HIGHWAY.  OCEAN PARK IS A SUB-DIVISION OF
 FX0234'VIRGINIA BEACH.
 FX0234
 FX0234                          STATION RECOVERY (1977)
 FX0234
 FX0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FX0234'RECOVERED IN GOOD CONDITION.
 FX0234
 FX0234                          STATION RECOVERY (1989)
 FX0234
 FX0234'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FX0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1113 ***********************************************************************
 HW1113  DESIGNATION -  A 404
 HW1113  PID         -  HW1113
 HW1113  STATE/COUNTY-  VA/AUGUSTA
 HW1113  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1113
 HW1113                         *CURRENT SURVEY CONTROL
 HW1113  ___________________________________________________________________
 HW1113* NAD 83(1986)-  38 15 19.     (N)    078 54 25.     (W)     SCALED    
 HW1113* NAVD 88     -       339.308  (meters)    1113.21   (feet)  ADJUSTED  
 HW1113  ___________________________________________________________________
 HW1113  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW1113  DYNAMIC HT  -         339.059 (meters)    1112.40  (feet)  COMP
 HW1113  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 HW1113
 HW1113  VERT ORDER  -  SECOND    CLASS 0
 HW1113
 HW1113.The horizontal coordinates were scaled from a topographic map and have
 HW1113.an estimated accuracy of +/- 6 seconds.
 HW1113
 HW1113.The orthometric height was determined by differential leveling
 HW1113.and adjusted by the National Geodetic Survey in June 1991..
 HW1113
 HW1113.The geoid height was determined by GEOID03.
 HW1113
 HW1113.The dynamic height is computed by dividing the NAVD 88
 HW1113.geopotential number by the normal gravity value computed on the
 HW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1113.degrees latitude (g = 980.6199 gals.).
 HW1113
 HW1113.The modeled gravity was interpolated from observed gravity values.
 HW1113
 HW1113;                    North         East    Units  Estimated Accuracy
 HW1113;SPC VA N     - 2,065,410.    3,464,380.      MT  (+/- 180 meters Scaled)
 HW1113
 HW1113                          SUPERSEDED SURVEY CONTROL
 HW1113
 HW1113  NGVD 29 (??/??/92)  339.454  (m)         1113.69   (f) ADJ UNCH    2 0
 HW1113
 HW1113.Superseded values are not recommended for survey control.
 HW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1113.See file dsdata.txt to determine how the superseded data were derived.
 HW1113
 HW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC831362(NAD 83)
 HW1113_MARKER: DB = BENCH MARK DISK
 HW1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1113_SP_SET: BRIDGE
 HW1113_STAMPING: A 404 1966
 HW1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1113
 HW1113  HISTORY     - Date     Condition        Report By
 HW1113  HISTORY     - 1966     MONUMENTED       CGS
 HW1113  HISTORY     - 1972     GOOD             NGS
 HW1113
 HW1113                          STATION DESCRIPTION
 HW1113
 HW1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HW1113'1.8 MI E FROM MT SIDNEY.
 HW1113'FROM THE POST OFFICE IN MT. SIDNEY, GO NORTHEAST ON U.S. 11
 HW1113'FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 773 SOUTHEAST, TURN
 HW1113'RIGHT, SOUTHEAST FOR 0.6 MILE, CROSSING THE NEW INTERSTATE
 HW1113'HIGHWAY TO THE JUNCTION OF COUNTY ROAD 775, AT THIS POINT, COUNTY
 HW1113'ROAD 773 GOES IN A NORTHEAST DIRECTION AND COUNTY ROAD 775 GOES
 HW1113'IN A SOUTHEAST DIRECTION, CONTINUE STRAIGHT AHEAD, SOUTHEAST
 HW1113'ON COUNTY ROAD 775 FOR 1.8 MILE TO THE JUNCTION OF COUNTY
 HW1113'ROAD 778, CONTINUE STRAIGHT AHEAD ON COUNTY ROAD 775 FOR 0.7 MILE
 HW1113'TO THE JUNCTION OF COUNTY ROAD 774 NORTH, TURN LEFT, NORTH ON COUNTY
 HW1113'ROAD 774 FOR 0.7 MILE TO THE BOTTOM OF A SMALL HILL AND THE
 HW1113'MARK ON THE RIGHT, SET IN THE TOP AND CENTER OF A SMALL BRIDGE
 HW1113'CULVERT.
 HW1113
 HW1113                          STATION RECOVERY (1972)
 HW1113
 HW1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HW1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0046 ***********************************************************************
 GA0046  DESIGNATION -  A 41
 GA0046  PID         -  GA0046
 GA0046  STATE/COUNTY-  VA/RUSSELL
 GA0046  USGS QUAD   -  LEBANON (1991)
 GA0046
 GA0046                         *CURRENT SURVEY CONTROL
 GA0046  ___________________________________________________________________
 GA0046* NAD 83(1986)-  36 57 51.     (N)    082 07 05.     (W)     SCALED    
 GA0046* NAVD 88     -       478.361  (meters)    1569.42   (feet)  ADJUSTED  
 GA0046  ___________________________________________________________________
 GA0046  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GA0046  DYNAMIC HT  -         477.941 (meters)    1568.04  (feet)  COMP
 GA0046  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GA0046
 GA0046  VERT ORDER  -  SECOND    CLASS 0
 GA0046
 GA0046.The horizontal coordinates were scaled from a topographic map and have
 GA0046.an estimated accuracy of +/- 6 seconds.
 GA0046
 GA0046.The orthometric height was determined by differential leveling
 GA0046.and adjusted by the National Geodetic Survey in June 1991..
 GA0046
 GA0046.The geoid height was determined by GEOID03.
 GA0046
 GA0046.The dynamic height is computed by dividing the NAVD 88
 GA0046.geopotential number by the normal gravity value computed on the
 GA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0046.degrees latitude (g = 980.6199 gals.).
 GA0046
 GA0046.The modeled gravity was interpolated from observed gravity values.
 GA0046
 GA0046;                    North         East    Units  Estimated Accuracy
 GA0046;SPC VA S     - 1,076,180.    3,177,890.      MT  (+/- 180 meters Scaled)
 GA0046
 GA0046                          SUPERSEDED SURVEY CONTROL
 GA0046
 GA0046  NGVD 29 (??/??/92)  478.517  (m)         1569.93   (f) ADJ UNCH    2 0
 GA0046
 GA0046.Superseded values are not recommended for survey control.
 GA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0046.See file dsdata.txt to determine how the superseded data were derived.
 GA0046
 GA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA004914(NAD 83)
 GA0046_MARKER: DB = BENCH MARK DISK
 GA0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0046_STAMPING: A 41 1934
 GA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0046+STABILITY: SURFACE MOTION
 GA0046
 GA0046  HISTORY     - Date     Condition        Report By
 GA0046  HISTORY     - 1934     MONUMENTED       CGS
 GA0046  HISTORY     - 1935     GOOD             NGS
 GA0046
 GA0046                          STATION DESCRIPTION
 GA0046
 GA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0046'AT ARTRIP.
 GA0046'AT ARTRIP, RUSSELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 5
 GA0046'RAILS WEST OF A SWITCH AT THE EAST END OF THE SIDING, 60 FEET
 GA0046'SOUTHEAST OF THE POST OFFICE, 15 FEET NORTH OF THE CENTERLINE OF
 GA0046'THE TRACK, AND AT A DERAILER ON THE SIDING.  A STANDARD DISK,
 GA0046'STAMPED A 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0474 ***********************************************************************
 FX0474  DESIGNATION -  A 416
 FX0474  PID         -  FX0474
 FX0474  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0474  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0474
 FX0474                         *CURRENT SURVEY CONTROL
 FX0474  ___________________________________________________________________
 FX0474* NAD 83(1986)-  36 50 36.     (N)    076 02 22.     (W)     SCALED    
 FX0474* NAVD 88     -         2.058  (meters)       6.75   (feet)  ADJUSTED  
 FX0474  ___________________________________________________________________
 FX0474  GEOID HEIGHT-         -37.59  (meters)                     GEOID03
 FX0474  DYNAMIC HT  -           2.057 (meters)       6.75  (feet)  COMP
 FX0474  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 FX0474
 FX0474  VERT ORDER  -  FIRST     CLASS I
 FX0474
 FX0474.The horizontal coordinates were scaled from a topographic map and have
 FX0474.an estimated accuracy of +/- 6 seconds.
 FX0474
 FX0474.The orthometric height was determined by differential leveling
 FX0474.and adjusted by the National Geodetic Survey in June 1991..
 FX0474
 FX0474.The geoid height was determined by GEOID03.
 FX0474
 FX0474.The dynamic height is computed by dividing the NAVD 88
 FX0474.geopotential number by the normal gravity value computed on the
 FX0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0474.degrees latitude (g = 980.6199 gals.).
 FX0474
 FX0474.The modeled gravity was interpolated from observed gravity values.
 FX0474
 FX0474;                    North         East    Units  Estimated Accuracy
 FX0474;SPC VA S     - 1,059,460.    3,719,440.      MT  (+/- 180 meters Scaled)
 FX0474
 FX0474                          SUPERSEDED SURVEY CONTROL
 FX0474
 FX0474  NGVD 29 (??/??/92)    2.309  (m)            7.58   (f) ADJ UNCH    1 1
 FX0474
 FX0474.Superseded values are not recommended for survey control.
 FX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0474.See file dsdata.txt to determine how the superseded data were derived.
 FX0474
 FX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF073779(NAD 83)
 FX0474_MARKER: DB = BENCH MARK DISK
 FX0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0474_SP_SET: CULVERT
 FX0474_STAMPING: A 416 1963
 FX0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0474
 FX0474  HISTORY     - Date     Condition        Report By
 FX0474  HISTORY     - 1963     MONUMENTED       CGS
 FX0474
 FX0474                          STATION DESCRIPTION
 FX0474
 FX0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0474'1.1 MI W FROM OCEANA.
 FX0474'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS
 FX0474'AT OCEANA, AT THE Y JUNCTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY
 FX0474'58 BUSINESS, 267 FEET SOUTHEAST OF CENTER OF JUNCTION, 64 FEET
 FX0474'SOUTH AND ACROSS SERVICE ROAD FROM THE CENTER LINE OF THE
 FX0474'EAST-BOUND LANE, 23 FEET (SLOPE MEASUREMENT) SOUTH OF TELEPHONE
 FX0474'POLE 1053X, 6 FEET BELOW LEVEL OF HIGHWAY, AND SET ON TOP OF
 FX0474'THE EAST END OF SOUTH HEAD WALL FOR A 6 FOOT CONCRETE BOX
 FX0474'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0224 ***********************************************************************
 FW0224  DESIGNATION -  A 417
 FW0224  PID         -  FW0224
 FW0224  STATE/COUNTY-  VA/NORTHAMPTON
 FW0224  USGS QUAD   -  FRANKTOWN (1992)
 FW0224
 FW0224                         *CURRENT SURVEY CONTROL
 FW0224  ___________________________________________________________________
 FW0224* NAD 83(1986)-  37 22 45.     (N)    075 54 56.     (W)     SCALED    
 FW0224* NAVD 88     -        11.190  (meters)      36.71   (feet)  ADJUSTED  
 FW0224  ___________________________________________________________________
 FW0224  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FW0224  DYNAMIC HT  -          11.181 (meters)      36.68  (feet)  COMP
 FW0224  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 FW0224
 FW0224  VERT ORDER  -  FIRST     CLASS I
 FW0224
 FW0224.The horizontal coordinates were scaled from a topographic map and have
 FW0224.an estimated accuracy of +/- 6 seconds.
 FW0224
 FW0224.The orthometric height was determined by differential leveling
 FW0224.and adjusted by the National Geodetic Survey in June 1991..
 FW0224
 FW0224.The geoid height was determined by GEOID03.
 FW0224
 FW0224.The dynamic height is computed by dividing the NAVD 88
 FW0224.geopotential number by the normal gravity value computed on the
 FW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0224.degrees latitude (g = 980.6199 gals.).
 FW0224
 FW0224.The modeled gravity was interpolated from observed gravity values.
 FW0224
 FW0224;                    North         East    Units  Estimated Accuracy
 FW0224;SPC VA S     - 1,119,190.    3,728,860.      MT  (+/- 180 meters Scaled)
 FW0224
 FW0224                          SUPERSEDED SURVEY CONTROL
 FW0224
 FW0224  NGVD 29 (??/??/??)   11.434  (m)           37.51   (f) ADJUSTED    1 1
 FW0224
 FW0224.Superseded values are not recommended for survey control.
 FW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0224.See file dsdata.txt to determine how the superseded data were derived.
 FW0224
 FW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG189373(NAD 83)
 FW0224_MARKER: DB = BENCH MARK DISK
 FW0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0224_STAMPING: A 417 1963
 FW0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0224+STABILITY: SURFACE MOTION
 FW0224
 FW0224  HISTORY     - Date     Condition        Report By
 FW0224  HISTORY     - 1963     MONUMENTED       CGS
 FW0224  HISTORY     - 1972     GOOD             NGS
 FW0224
 FW0224                          STATION DESCRIPTION
 FW0224
 FW0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0224'1.8 MI SW FROM MACHIPONGO.
 FW0224'ABOUT 1.8 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 FW0224'CROSSING OF STATE ROAD NO. 627 AT MACHIPONGO, 0.35 MILE NORTHEAST
 FW0224'OF MILEPOST 84, 222 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 FW0224'OF AN ASPHALT ROAD AND THE TRACK, 76 FEET SOUTH OF AND ACROSS THE
 FW0224'TRACK FROM POWER POLE 231, 37 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 FW0224'RAIL, 25 FEET SOUTHEAST OF THE CENTER LINE OF A CINDER ROAD,
 FW0224'IN A THICKET OF SMALL CHERRY TREES, 1.9 FEET SOUTHEAST OF A METAL
 FW0224'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 FW0224'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 FW0224'NOTE-- THE MARK MAY BE REACHED BY GOING 2.3 MILES NORTHEAST ALONG
 FW0224'THE PENN CENTRAL RAILROAD FROM THE CROSSING OF STATE ROAD 631
 FW0224'AT EASTVILLE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0355 ***********************************************************************
 FW0355  DESIGNATION -  A 418
 FW0355  PID         -  FW0355
 FW0355  STATE/COUNTY-  VA/ACCOMACK
 FW0355  USGS QUAD   -  ACCOMAC (1979)
 FW0355
 FW0355                         *CURRENT SURVEY CONTROL
 FW0355  ___________________________________________________________________
 FW0355* NAD 83(1986)-  37 41 55.     (N)    075 42 36.     (W)     SCALED    
 FW0355* NAVD 88     -        13.006  (meters)      42.67   (feet)  ADJUSTED  
 FW0355  ___________________________________________________________________
 FW0355  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0355  DYNAMIC HT  -          12.997 (meters)      42.64  (feet)  COMP
 FW0355  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 FW0355  OBS GRAVITY -     979,945.7   (mgal)                       GRAV_OBS
 FW0355
 FW0355  VERT ORDER  -  FIRST     CLASS I
 FW0355
 FW0355.The horizontal coordinates were scaled from a topographic map and have
 FW0355.an estimated accuracy of +/- 6 seconds.
 FW0355
 FW0355.The orthometric height was determined by differential leveling
 FW0355.and adjusted by the National Geodetic Survey in June 1991..
 FW0355
 FW0355.The geoid height was determined by GEOID03.
 FW0355
 FW0355.The dynamic height is computed by dividing the NAVD 88
 FW0355.geopotential number by the normal gravity value computed on the
 FW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0355.degrees latitude (g = 980.6199 gals.).
 FW0355
 FW0355.The modeled gravity was interpolated from observed gravity values.
 FW0355.The observed gravity was obtained from relative gravimeter ties
 FW0355.to the IGSN71 gravity network.
 FW0355
 FW0355;                    North         East    Units  Estimated Accuracy
 FW0355;SPC VA S     - 1,155,150.    3,746,010.      MT  (+/- 180 meters Scaled)
 FW0355
 FW0355                          SUPERSEDED SURVEY CONTROL
 FW0355
 FW0355  NGVD 29 (??/??/??)   13.248  (m)           43.46   (f) ADJUSTED    1 1
 FW0355
 FW0355.Superseded values are not recommended for survey control.
 FW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0355.See file dsdata.txt to determine how the superseded data were derived.
 FW0355
 FW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG374726(NAD 83)
 FW0355_MARKER: DB = BENCH MARK DISK
 FW0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0355_STAMPING: A 418 1963
 FW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0355+STABILITY: SURFACE MOTION
 FW0355
 FW0355  HISTORY     - Date     Condition        Report By
 FW0355  HISTORY     - 1963     MONUMENTED       CGS
 FW0355  HISTORY     - 1972     GOOD             NGS
 FW0355
 FW0355                          STATION DESCRIPTION
 FW0355
 FW0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0355'0.6 MI NE FROM ONLEY.
 FW0355'ABOUT 0.65 MILE NORTHEAST ALONG THE PENN CENTRAL RAILROAD
 FW0355'FROM THE CROSSING OF STATE ROAD 189 AT ONLEY, 0.3 MILE SOUTHWEST
 FW0355'OF U.S. HIGHWAY 13 OVERPASS, 0.85 MILE SOUTHWEST OF THE CROSSING
 FW0355'OF BUSINESS ROUTE 13 AT TASLEY, 210 FEET NORTHEAST OF AND
 FW0355'ACROSS THE TRACK FROM MILEPOST 59, 83 FEET SOUTHEAST OF AND
 FW0355'ACROSS THE TRACK FROM THE CENTER LINE OF BUSINESS ROUTE 13,
 FW0355'36.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.8 FEET EAST OF A
 FW0355'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 FW0355'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 FW0355'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1754 ***********************************************************************
 GX1754  DESIGNATION -  A 42
 GX1754  PID         -  GX1754
 GX1754  STATE/COUNTY-  VA/TAZEWELL
 GX1754  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1754
 GX1754                         *CURRENT SURVEY CONTROL
 GX1754  ___________________________________________________________________
 GX1754* NAD 83(1986)-  37 07 57.     (N)    081 31 34.     (W)     SCALED    
 GX1754* NAVD 88     -       726.312  (meters)    2382.91   (feet)  ADJUSTED  
 GX1754  ___________________________________________________________________
 GX1754  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GX1754  DYNAMIC HT  -         725.655 (meters)    2380.75  (feet)  COMP
 GX1754  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 GX1754
 GX1754  VERT ORDER  -  SECOND    CLASS 0
 GX1754
 GX1754.The horizontal coordinates were scaled from a topographic map and have
 GX1754.an estimated accuracy of +/- 6 seconds.
 GX1754
 GX1754.The orthometric height was determined by differential leveling
 GX1754.and adjusted by the National Geodetic Survey in June 1991..
 GX1754
 GX1754.The geoid height was determined by GEOID03.
 GX1754
 GX1754.The dynamic height is computed by dividing the NAVD 88
 GX1754.geopotential number by the normal gravity value computed on the
 GX1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1754.degrees latitude (g = 980.6199 gals.).
 GX1754
 GX1754.The modeled gravity was interpolated from observed gravity values.
 GX1754
 GX1754;                    North         East    Units  Estimated Accuracy
 GX1754;SPC VA S     - 1,093,000.    3,231,170.      MT  (+/- 180 meters Scaled)
 GX1754
 GX1754                          SUPERSEDED SURVEY CONTROL
 GX1754
 GX1754  NGVD 29 (??/??/92)  726.42   (m)         2383.3    (f) COMPUTED    2 0
 GX1754
 GX1754.Superseded values are not recommended for survey control.
 GX1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1754.See file dsdata.txt to determine how the superseded data were derived.
 GX1754
 GX1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB532097(NAD 83)
 GX1754_MARKER: DB = BENCH MARK DISK
 GX1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1754_SP_SET: STEP
 GX1754_STAMPING: A 42 1934
 GX1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1754
 GX1754  HISTORY     - Date     Condition        Report By
 GX1754  HISTORY     - 1934     MONUMENTED       CGS
 GX1754  HISTORY     - 1958     GOOD             NGS
 GX1754  HISTORY     - 1963     GOOD             NGS
 GX1754
 GX1754                          STATION DESCRIPTION
 GX1754
 GX1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1754'AT TAZEWELL.
 GX1754'ALONG THE NORFOLK AND WESTERN RAILWAY, 100 YARDS WEST OF BENCH
 GX1754'MARK B 6 (USGS), IN TOP OF THE EAST END OF THE CONCRETE STEP AT
 GX1754'THE ENTRANCE TO THE WAITING ROOM ON THE TRACK (NORTH) SIDE OF THE
 GX1754'STATION (TAZEWELL) AT NORTH TAZEWELL, 36 FEET SOUTH OF THE SOUTH
 GX1754'RAIL OF THE MAIN TRACK, 25 1/2 FEET EAST OF THE NORTHWEST CORNER
 GX1754'OF THE STATION, AND ABOUT LEVEL WITH THE TRACK.
 GX1754
 GX1754                          STATION RECOVERY (1963)
 GX1754
 GX1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0448 ***********************************************************************
 FW0448  DESIGNATION -  A 420
 FW0448  PID         -  FW0448
 FW0448  STATE/COUNTY-  VA/ACCOMACK
 FW0448  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW0448
 FW0448                         *CURRENT SURVEY CONTROL
 FW0448  ___________________________________________________________________
 FW0448* NAD 83(1986)-  37 37 49.     (N)    075 48 48.     (W)     SCALED    
 FW0448* NAVD 88     -         8.772  (meters)      28.78   (feet)  ADJUSTED  
 FW0448  ___________________________________________________________________
 FW0448  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 FW0448  DYNAMIC HT  -           8.766 (meters)      28.76  (feet)  COMP
 FW0448  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 FW0448
 FW0448  VERT ORDER  -  FIRST     CLASS I
 FW0448
 FW0448.The horizontal coordinates were scaled from a topographic map and have
 FW0448.an estimated accuracy of +/- 6 seconds.
 FW0448
 FW0448.The orthometric height was determined by differential leveling
 FW0448.and adjusted by the National Geodetic Survey in June 1991..
 FW0448
 FW0448.The geoid height was determined by GEOID03.
 FW0448
 FW0448.The dynamic height is computed by dividing the NAVD 88
 FW0448.geopotential number by the normal gravity value computed on the
 FW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0448.degrees latitude (g = 980.6199 gals.).
 FW0448
 FW0448.The modeled gravity was interpolated from observed gravity values.
 FW0448
 FW0448;                    North         East    Units  Estimated Accuracy
 FW0448;SPC VA S     - 1,147,300.    3,737,110.      MT  (+/- 180 meters Scaled)
 FW0448
 FW0448                          SUPERSEDED SURVEY CONTROL
 FW0448
 FW0448  NGVD 29 (??/??/??)    9.009  (m)           29.56   (f) ADJUSTED    1 1
 FW0448
 FW0448.Superseded values are not recommended for survey control.
 FW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0448.See file dsdata.txt to determine how the superseded data were derived.
 FW0448
 FW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG282651(NAD 83)
 FW0448_MARKER: DB = BENCH MARK DISK
 FW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0448_STAMPING: A 420 1963
 FW0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0448+STABILITY: SURFACE MOTION
 FW0448
 FW0448  HISTORY     - Date     Condition        Report By
 FW0448  HISTORY     - 1963     MONUMENTED       CGS
 FW0448
 FW0448                          STATION DESCRIPTION
 FW0448
 FW0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0448'AT PUNGOTEAGUE.
 FW0448'AT PUNGOTEAGUE, AT THE OFFSET INTERSECTION OF STATE HIGHWAYS
 FW0448'180 AND 178, 160 FEET SOUTHEAST ALONG HIGHWAY 180 FROM CENTER
 FW0448'OF INTERSECTION, 20.5 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 FW0448'102 FEET SOUTH OF SOUTHWEST CORNER OF A TEXACO SERVICE STATION,
 FW0448'3 1/2 FEET EAST OF TELEPHONE POLE 1, 1.5 FEET NORTHEAST OF A
 FW0448'STEEL WITNESS POST, 2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN
 FW0448'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0315 ***********************************************************************
 FW0315  DESIGNATION -  A 421
 FW0315  PID         -  FW0315
 FW0315  STATE/COUNTY-  VA/ACCOMACK
 FW0315  USGS QUAD   -  HALLWOOD (1992)
 FW0315
 FW0315                         *CURRENT SURVEY CONTROL
 FW0315  ___________________________________________________________________
 FW0315* NAD 83(1986)-  37 57 17.     (N)    075 32 22.     (W)     SCALED    
 FW0315* NAVD 88     -         6.890  (meters)      22.60   (feet)  ADJUSTED  
 FW0315  ___________________________________________________________________
 FW0315  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 FW0315  DYNAMIC HT  -           6.886 (meters)      22.59  (feet)  COMP
 FW0315  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 FW0315
 FW0315  VERT ORDER  -  FIRST     CLASS I
 FW0315
 FW0315.The horizontal coordinates were scaled from a topographic map and have
 FW0315.an estimated accuracy of +/- 6 seconds.
 FW0315
 FW0315.The orthometric height was determined by differential leveling
 FW0315.and adjusted by the National Geodetic Survey in June 1991..
 FW0315
 FW0315.The geoid height was determined by GEOID03.
 FW0315
 FW0315.The dynamic height is computed by dividing the NAVD 88
 FW0315.geopotential number by the normal gravity value computed on the
 FW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0315.degrees latitude (g = 980.6199 gals.).
 FW0315
 FW0315.The modeled gravity was interpolated from observed gravity values.
 FW0315
 FW0315;                    North         East    Units  Estimated Accuracy
 FW0315;SPC VA S     - 1,184,020.    3,760,150.      MT  (+/- 180 meters Scaled)
 FW0315
 FW0315                          SUPERSEDED SURVEY CONTROL
 FW0315
 FW0315  NGVD 29 (??/??/??)    7.139  (m)           23.42   (f) ADJUSTED    1 1
 FW0315
 FW0315.Superseded values are not recommended for survey control.
 FW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0315.See file dsdata.txt to determine how the superseded data were derived.
 FW0315
 FW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH526009(NAD 83)
 FW0315_MARKER: DB = BENCH MARK DISK
 FW0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0315_STAMPING: A 421 1963
 FW0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0315+STABILITY: SURFACE MOTION
 FW0315
 FW0315  HISTORY     - Date     Condition        Report By
 FW0315  HISTORY     - 1963     MONUMENTED       CGS
 FW0315  HISTORY     - 1972     GOOD             NGS
 FW0315
 FW0315                          STATION DESCRIPTION
 FW0315
 FW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0315'1.8 MI SW FROM NEW CHURCH.
 FW0315'ABOUT 1.75 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0315'THE CROSSING OF STATE ROAD 709 AT NEW CHURCH, 0.65 MILE SOUTHWEST
 FW0315'OF THE CROSSING OF STATE ROAD 704, 432 FEET SOUTHWEST OF MILEPOST
 FW0315'39, 20.5 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 1.25 MILE
 FW0315'NORTHEAST OF THE CROSSING OF STATE ROAD 703 AT LECATO, 1.2 FEET
 FW0315'NORTH OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 FW0315'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL
 FW0315'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0156 ***********************************************************************
 FW0156  DESIGNATION -  A 422
 FW0156  PID         -  FW0156
 FW0156  STATE/COUNTY-  VA/ACCOMACK
 FW0156  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0156
 FW0156                         *CURRENT SURVEY CONTROL
 FW0156  ___________________________________________________________________
 FW0156* NAD 83(1986)-  37 53 36.     (N)    075 21 24.     (W)     SCALED    
 FW0156* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 FW0156  ___________________________________________________________________
 FW0156  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 FW0156  DYNAMIC HT  -           0.933 (meters)       3.06  (feet)  COMP
 FW0156  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 FW0156
 FW0156  VERT ORDER  -  FIRST     CLASS I
 FW0156
 FW0156.The horizontal coordinates were scaled from a topographic map and have
 FW0156.an estimated accuracy of +/- 6 seconds.
 FW0156
 FW0156.The orthometric height was determined by differential leveling
 FW0156.and adjusted by the National Geodetic Survey in June 1991..
 FW0156
 FW0156.The geoid height was determined by GEOID03.
 FW0156
 FW0156.The dynamic height is computed by dividing the NAVD 88
 FW0156.geopotential number by the normal gravity value computed on the
 FW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0156.degrees latitude (g = 980.6199 gals.).
 FW0156
 FW0156.The modeled gravity was interpolated from observed gravity values.
 FW0156
 FW0156;                    North         East    Units  Estimated Accuracy
 FW0156;SPC VA S     - 1,177,730.    3,776,430.      MT  (+/- 180 meters Scaled)
 FW0156
 FW0156                          SUPERSEDED SURVEY CONTROL
 FW0156
 FW0156  NGVD 29 (??/??/??)    1.181  (m)            3.87   (f) ADJUSTED    1 1
 FW0156
 FW0156.Superseded values are not recommended for survey control.
 FW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0156.See file dsdata.txt to determine how the superseded data were derived.
 FW0156
 FW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG686940(NAD 83)
 FW0156_MARKER: DB = BENCH MARK DISK
 FW0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0156_STAMPING: A 422 1963
 FW0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0156+STABILITY: SURFACE MOTION
 FW0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0156+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 FW0156
 FW0156  HISTORY     - Date     Condition        Report By
 FW0156  HISTORY     - 1963     MONUMENTED       CGS
 FW0156  HISTORY     - 1977     GOOD             NGS
 FW0156  HISTORY     - 20031016 GOOD             USPSQD
 FW0156
 FW0156                          STATION DESCRIPTION
 FW0156
 FW0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0156'1 MI W FROM ASSATEAGUE ISLAND.
 FW0156'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE RESTAURANT ON
 FW0156'ASSATEAGUE ISLAND, ABOUT 90 YARDS SOUTHEAST OF SOUTHEAST END
 FW0156'OF A NEW BRIDGE NOW (1963) UNDER CONSTRUCTION, 49 FEET SOUTHWEST
 FW0156'OF CENTER LINE OF ROAD, 85 FEET SOUTHEAST OF POWER POLE 119,
 FW0156'19 FEET EAST-SOUTHEAST OF CENTER LINE OF A DIRT DRIVE AT CENTER
 FW0156'OF A STEEL GATE LEADING THROUGH THE FENCE LINE, 1.8 FEET SOUTHWEST
 FW0156'OF A WIRE FENCE LINE, 3 FEET SOUTHWEST OF A STEEL WITNESS POST,
 FW0156'2 FEET BELOW LEVEL OF ROAD, AND SET IN THE TOP OF A CONCRETE
 FW0156'POST PROJECTING 3 INCHES.
 FW0156
 FW0156                          STATION RECOVERY (1977)
 FW0156
 FW0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FW0156'RECOVERED IN GOOD CONDITION.
 FW0156
 FW0156                          STATION RECOVERY (2003)
 FW0156
 FW0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0156'MARK IS NOW APPROXIMATELY 12 INCHES BELOW GROUND LEVEL AND IS OBSCURED
 FW0156'BY VINES AND SMALL TREES, 10 FEET SE OF THE E CORNER POST OF THE FENCE
 FW0156'TO THE PONY CORRAL  AND 31 FEET ESE OF THE CENTER LINE OF A NATURAL
 FW0156'DRIVE AT THE STEEL GATE LEADING TO THE PONY CORRAL.  NEW POLE NUMBER
 FW0156'IS DPL 53726 75926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0535 ***********************************************************************
 FX0535  DESIGNATION -  A 423
 FX0535  PID         -  FX0535
 FX0535  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0535  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0535
 FX0535                         *CURRENT SURVEY CONTROL
 FX0535  ___________________________________________________________________
 FX0535* NAD 83(1986)-  36 48 16.     (N)    076 00 18.     (W)     SCALED    
 FX0535* NAVD 88     -         5.813  (meters)      19.07   (feet)  ADJUSTED  
 FX0535  ___________________________________________________________________
 FX0535  GEOID HEIGHT-         -37.73  (meters)                     GEOID03
 FX0535  DYNAMIC HT  -           5.808 (meters)      19.06  (feet)  COMP
 FX0535  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 FX0535
 FX0535  VERT ORDER  -  FIRST     CLASS I
 FX0535
 FX0535.The horizontal coordinates were scaled from a topographic map and have
 FX0535.an estimated accuracy of +/- 6 seconds.
 FX0535
 FX0535.The orthometric height was determined by differential leveling
 FX0535.and adjusted by the National Geodetic Survey in June 1991..
 FX0535
 FX0535.The geoid height was determined by GEOID03.
 FX0535
 FX0535.The dynamic height is computed by dividing the NAVD 88
 FX0535.geopotential number by the normal gravity value computed on the
 FX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0535.degrees latitude (g = 980.6199 gals.).
 FX0535
 FX0535.The modeled gravity was interpolated from observed gravity values.
 FX0535
 FX0535;                    North         East    Units  Estimated Accuracy
 FX0535;SPC VA S     - 1,055,220.    3,722,620.      MT  (+/- 180 meters Scaled)
 FX0535
 FX0535                          SUPERSEDED SURVEY CONTROL
 FX0535
 FX0535  NGVD 29 (??/??/92)    6.057  (m)           19.87   (f) ADJ UNCH    1 1
 FX0535
 FX0535.Superseded values are not recommended for survey control.
 FX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0535.See file dsdata.txt to determine how the superseded data were derived.
 FX0535
 FX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF103736(NAD 83)
 FX0535_MARKER: DB = BENCH MARK DISK
 FX0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0535_SP_SET: CULVERT
 FX0535_STAMPING: A 423 1963
 FX0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0535
 FX0535  HISTORY     - Date     Condition        Report By
 FX0535  HISTORY     - 1963     MONUMENTED       CGS
 FX0535
 FX0535                          STATION DESCRIPTION
 FX0535
 FX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0535'1.2 MI NW FROM DAM NECK CORNER.
 FX0535'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 615 FROM THE
 FX0535'JUNCTION OF STATE HIGHWAY 631, AT THE MAIN ENTRANCE TO OCEANA
 FX0535'NAVAL AIR STATION, AT THE Y JUNCTION OF STATE HIGHWAY 615 AND
 FX0535'PRINCESS ANNE ROAD, SET ON TOP OF THE NORTH END OF THE WEST
 FX0535'HEAD WALL FOR A 14-INCH PIPE CULVERT THAT IS UNDER THE HIGHWAY,
 FX0535'45 FEET WEST OF THE CENTER OF THE JUNCTION, 50 FEET NORTHWEST
 FX0535'OF AND ACROSS PRINCESS ANNE ROAD FROM POWER POLE 47, AND IS
 FX0535'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0280 ***********************************************************************
 FW0280  DESIGNATION -  A 424
 FW0280  PID         -  FW0280
 FW0280  STATE/COUNTY-  VA/NORTHAMPTON
 FW0280  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0280
 FW0280                         *CURRENT SURVEY CONTROL
 FW0280  ___________________________________________________________________
 FW0280* NAD 83(1986)-  37 06 00.     (N)    075 58 10.     (W)     SCALED    
 FW0280* NAVD 88     -         3.465  (meters)      11.37   (feet)  ADJUSTED  
 FW0280  ___________________________________________________________________
 FW0280  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FW0280  DYNAMIC HT  -           3.463 (meters)      11.36  (feet)  COMP
 FW0280  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 FW0280
 FW0280  VERT ORDER  -  FIRST     CLASS I
 FW0280
 FW0280.The horizontal coordinates were scaled from a topographic map and have
 FW0280.an estimated accuracy of +/- 6 seconds.
 FW0280
 FW0280.The orthometric height was determined by differential leveling
 FW0280.and adjusted by the National Geodetic Survey in June 1991..
 FW0280
 FW0280.The geoid height was determined by GEOID03.
 FW0280
 FW0280.The dynamic height is computed by dividing the NAVD 88
 FW0280.geopotential number by the normal gravity value computed on the
 FW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0280.degrees latitude (g = 980.6199 gals.).
 FW0280
 FW0280.The modeled gravity was interpolated from observed gravity values.
 FW0280
 FW0280;                    North         East    Units  Estimated Accuracy
 FW0280;SPC VA S     - 1,088,100.    3,724,920.      MT  (+/- 180 meters Scaled)
 FW0280
 FW0280                          SUPERSEDED SURVEY CONTROL
 FW0280
 FW0280  NGVD 29 (??/??/??)    3.717  (m)           12.19   (f) ADJUSTED    1 1
 FW0280
 FW0280.Superseded values are not recommended for survey control.
 FW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0280.See file dsdata.txt to determine how the superseded data were derived.
 FW0280
 FW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138064(NAD 83)
 FW0280_MARKER: DB = BENCH MARK DISK
 FW0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0280_SP_SET: FOUNDATION
 FW0280_STAMPING: A 424 1963
 FW0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0280
 FW0280  HISTORY     - Date     Condition        Report By
 FW0280  HISTORY     - 1963     MONUMENTED       CGS
 FW0280  HISTORY     - 1972     GOOD             NGS
 FW0280
 FW0280                          STATION DESCRIPTION
 FW0280
 FW0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0280'AT FISHERMAN ISLAND.
 FW0280'AT FISHERMAN ISLAND, ABOUT 2.35 MILES SOUTH ALONG U.S. HIGHWAY
 FW0280'13 FROM THE NORTH TOLL PLAZA, 0.3 MILE SOUTH OF HIGHWAY MILEPOST
 FW0280'17, 24.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET
 FW0280'NORTH OF A LIGHT POLE, 2.4 FEET WEST OF A STEEL GUARD RAIL, SET
 FW0280'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 FW0280'THE MOST WESTERLY ONE OF (3) STEEL MANHOLE COVERS AND 0.6 FOOT
 FW0280'NORTHWEST OF THE NORTHWEST EDGE OF THE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1186 ***********************************************************************
 GA1186  DESIGNATION -  A 425
 GA1186  PID         -  GA1186
 GA1186  STATE/COUNTY-  VA/WISE
 GA1186  USGS QUAD   -  APPALACHIA (1991)
 GA1186
 GA1186                         *CURRENT SURVEY CONTROL
 GA1186  ___________________________________________________________________
 GA1186* NAD 83(1986)-  36 54 38.     (N)    082 46 07.     (W)     SCALED    
 GA1186* NAVD 88     -       508.293  (meters)    1667.62   (feet)  ADJUSTED  
 GA1186  ___________________________________________________________________
 GA1186  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1186  DYNAMIC HT  -         507.847 (meters)    1666.16  (feet)  COMP
 GA1186  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GA1186
 GA1186  VERT ORDER  -  FIRST     CLASS I
 GA1186
 GA1186.The horizontal coordinates were scaled from a topographic map and have
 GA1186.an estimated accuracy of +/- 6 seconds.
 GA1186
 GA1186.The orthometric height was determined by differential leveling
 GA1186.and adjusted by the National Geodetic Survey in June 1991..
 GA1186
 GA1186.The geoid height was determined by GEOID03.
 GA1186
 GA1186.The dynamic height is computed by dividing the NAVD 88
 GA1186.geopotential number by the normal gravity value computed on the
 GA1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1186.degrees latitude (g = 980.6199 gals.).
 GA1186
 GA1186.The modeled gravity was interpolated from observed gravity values.
 GA1186
 GA1186;                    North         East    Units  Estimated Accuracy
 GA1186;SPC VA S     - 1,072,660.    3,119,740.      MT  (+/- 180 meters Scaled)
 GA1186
 GA1186                          SUPERSEDED SURVEY CONTROL
 GA1186
 GA1186  NGVD 29 (??/??/92)  508.433  (m)         1668.08   (f) ADJ UNCH    1 1
 GA1186
 GA1186.Superseded values are not recommended for survey control.
 GA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1186.See file dsdata.txt to determine how the superseded data were derived.
 GA1186
 GA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA424864(NAD 83)
 GA1186_MARKER: DB = BENCH MARK DISK
 GA1186_SETTING: 80 = SET IN A BOULDER
 GA1186_SP_SET: BOULDER
 GA1186_STAMPING: A 425 1967
 GA1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1186+STABILITY: SURFACE MOTION
 GA1186
 GA1186  HISTORY     - Date     Condition        Report By
 GA1186  HISTORY     - 1967     MONUMENTED       CGS
 GA1186
 GA1186                          STATION DESCRIPTION
 GA1186
 GA1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1186'1 MI NE FROM APPALACHIA.
 GA1186'ABOUT 0.95 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GA1186'RAILROAD FROM THE FIRST NATIONAL BANK AT APPALACHIA, 0.5 MILE
 GA1186'SOUTHWEST OF MILEPOST 281, 34 1/2 FEET EAST OF THE EAST RAIL OF
 GA1186'THE TRACK, SET IN THE TOP OF A FLAT BOULDER ABOUT LEVEL WITH THE
 GA1186'GROUND, 112 FEET NORTH OF THE NORTH END OF THE EAST ABUTMENT OF
 GA1186'THE LOUISVILLE AND NASHVILLE RAILROAD UNDERPASS FOR THE INTERSTATE
 GA1186'RAILROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND ABOUT LEVEL
 GA1186'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1249 ***********************************************************************
 GA1249  DESIGNATION -  A 426
 GA1249  PID         -  GA1249
 GA1249  STATE/COUNTY-  VA/SCOTT
 GA1249  USGS QUAD   -  CLINCHPORT (1988)
 GA1249
 GA1249                         *CURRENT SURVEY CONTROL
 GA1249  ___________________________________________________________________
 GA1249* NAD 83(1986)-  36 37 58.     (N)    082 38 36.     (W)     SCALED    
 GA1249* NAVD 88     -       431.922  (meters)    1417.06   (feet)  ADJUSTED  
 GA1249  ___________________________________________________________________
 GA1249  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA1249  DYNAMIC HT  -         431.536 (meters)    1415.80  (feet)  COMP
 GA1249  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 GA1249
 GA1249  VERT ORDER  -  FIRST     CLASS I
 GA1249
 GA1249.The horizontal coordinates were scaled from a topographic map and have
 GA1249.an estimated accuracy of +/- 6 seconds.
 GA1249
 GA1249.The orthometric height was determined by differential leveling
 GA1249.and adjusted by the National Geodetic Survey in June 1991..
 GA1249
 GA1249.The geoid height was determined by GEOID03.
 GA1249
 GA1249.The dynamic height is computed by dividing the NAVD 88
 GA1249.geopotential number by the normal gravity value computed on the
 GA1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1249.degrees latitude (g = 980.6199 gals.).
 GA1249
 GA1249.The modeled gravity was interpolated from observed gravity values.
 GA1249
 GA1249;                    North         East    Units  Estimated Accuracy
 GA1249;SPC VA S     - 1,041,360.    3,129,540.      MT  (+/- 180 meters Scaled)
 GA1249
 GA1249                          SUPERSEDED SURVEY CONTROL
 GA1249
 GA1249  NGVD 29 (??/??/92)  432.060  (m)         1417.52   (f) ADJ UNCH    1 1
 GA1249
 GA1249.Superseded values are not recommended for survey control.
 GA1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1249.See file dsdata.txt to determine how the superseded data were derived.
 GA1249
 GA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA530553(NAD 83)
 GA1249_MARKER: DB = BENCH MARK DISK
 GA1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1249_SP_SET: CULVERT
 GA1249_STAMPING: A 426 1967
 GA1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1249
 GA1249  HISTORY     - Date     Condition        Report By
 GA1249  HISTORY     - 1967     MONUMENTED       CGS
 GA1249
 GA1249                          STATION DESCRIPTION
 GA1249
 GA1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1249'3.4 MI W FROM GATE CITY.
 GA1249'ABOUT 3.45 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1249'FROM THE STATION AT GATE CITY, 172 FEET WEST OF MILEPOST 35, 43
 GA1249'FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 GA1249'PRIVATE ROAD WHICH LEADS TO A BRICK HOUSE, 9 FEET SOUTH OF THE
 GA1249'SOUTH RAIL OF THE TRACK, SET IN THE TOP OF THE WEST END OF THE
 GA1249'SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 60-INCH CONCRETE CULVERT
 GA1249'UNDER THE TRACK, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 GA1249'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0789 ***********************************************************************
 FZ0789  DESIGNATION -  A 429
 FZ0789  PID         -  FZ0789
 FZ0789  STATE/COUNTY-  VA/WYTHE
 FZ0789  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0789
 FZ0789                         *CURRENT SURVEY CONTROL
 FZ0789  ___________________________________________________________________
 FZ0789* NAD 83(1986)-  36 58 11.     (N)    081 04 43.     (W)     SCALED    
 FZ0789* NAVD 88     -       734.747  (meters)    2410.58   (feet)  ADJUSTED  
 FZ0789  ___________________________________________________________________
 FZ0789  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ0789  DYNAMIC HT  -         734.076 (meters)    2408.38  (feet)  COMP
 FZ0789  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FZ0789
 FZ0789  VERT ORDER  -  SECOND    CLASS 0
 FZ0789
 FZ0789.The horizontal coordinates were scaled from a topographic map and have
 FZ0789.an estimated accuracy of +/- 6 seconds.
 FZ0789
 FZ0789.The orthometric height was determined by differential leveling
 FZ0789.and adjusted by the National Geodetic Survey in June 1991..
 FZ0789
 FZ0789.The geoid height was determined by GEOID03.
 FZ0789
 FZ0789.The dynamic height is computed by dividing the NAVD 88
 FZ0789.geopotential number by the normal gravity value computed on the
 FZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0789.degrees latitude (g = 980.6199 gals.).
 FZ0789
 FZ0789.The modeled gravity was interpolated from observed gravity values.
 FZ0789
 FZ0789;                    North         East    Units  Estimated Accuracy
 FZ0789;SPC VA S     - 1,073,760.    3,270,420.      MT  (+/- 180 meters Scaled)
 FZ0789
 FZ0789                          SUPERSEDED SURVEY CONTROL
 FZ0789
 FZ0789  NGVD 29 (??/??/92)  734.840  (m)         2410.89   (f) ADJ UNCH    2 0
 FZ0789
 FZ0789.Superseded values are not recommended for survey control.
 FZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0789.See file dsdata.txt to determine how the superseded data were derived.
 FZ0789
 FZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA930915(NAD 83)
 FZ0789_MARKER: DB = BENCH MARK DISK
 FZ0789_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0789_SP_SET: BEDROCK
 FZ0789_STAMPING: A 429 1963
 FZ0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0789+STABILITY: POSITION/ELEVATION WELL
 FZ0789
 FZ0789  HISTORY     - Date     Condition        Report By
 FZ0789  HISTORY     - 1963     MONUMENTED       CGS
 FZ0789
 FZ0789                          STATION DESCRIPTION
 FZ0789
 FZ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0789'0.8 MI NW FROM WYTHEVILLE.
 FZ0789'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 FZ0789'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 FZ0789'THENCE 0.45 MILE NORTH ALONG MONROE STREET TO THE JUNCTION OF STATE
 FZ0789'ROADS 603 AND 610, THENCE 0.85 MILE NORTHWEST ALONG STATE ROAD 603.
 FZ0789'SET IN A DRILL HOLE IN BEDROCK PROJECTING 8 INCHES ABOVE THE
 FZ0789'SURFACE OF THE GROUND, 38.4 FEET EAST OF THE SOUTHEAST CORNER OF
 FZ0789'A WHITE FRAME HOUSE, 18 FEET WEST OF THE CENTER OF STATE ROAD 603,
 FZ0789'1 FOOT EAST OF A WHITE WOODEN FENCE AND ABOUT THE SAME LEVEL AS
 FZ0789'STATE ROAD 603.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1515 ***********************************************************************
 GX1515  DESIGNATION -  A 430
 GX1515  PID         -  GX1515
 GX1515  STATE/COUNTY-  VA/BLAND
 GX1515  USGS QUAD   -  BLAND (1977)
 GX1515
 GX1515                         *CURRENT SURVEY CONTROL
 GX1515  ___________________________________________________________________
 GX1515* NAD 83(1986)-  37 04 41.     (N)    081 07 28.     (W)     SCALED    
 GX1515* NAVD 88     -       788.642  (meters)    2587.40   (feet)  ADJUSTED  
 GX1515  ___________________________________________________________________
 GX1515  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1515  DYNAMIC HT  -         787.917 (meters)    2585.02  (feet)  COMP
 GX1515  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 GX1515
 GX1515  VERT ORDER  -  SECOND    CLASS 0
 GX1515
 GX1515.The horizontal coordinates were scaled from a topographic map and have
 GX1515.an estimated accuracy of +/- 6 seconds.
 GX1515
 GX1515.The orthometric height was determined by differential leveling
 GX1515.and adjusted by the National Geodetic Survey in June 1991..
 GX1515
 GX1515.The geoid height was determined by GEOID03.
 GX1515
 GX1515.The dynamic height is computed by dividing the NAVD 88
 GX1515.geopotential number by the normal gravity value computed on the
 GX1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1515.degrees latitude (g = 980.6199 gals.).
 GX1515
 GX1515.The modeled gravity was interpolated from observed gravity values.
 GX1515
 GX1515;                    North         East    Units  Estimated Accuracy
 GX1515;SPC VA S     - 1,085,890.    3,266,670.      MT  (+/- 180 meters Scaled)
 GX1515
 GX1515                          SUPERSEDED SURVEY CONTROL
 GX1515
 GX1515  NGVD 29 (??/??/92)  788.701  (m)         2587.60   (f) ADJ UNCH    2 0
 GX1515
 GX1515.Superseded values are not recommended for survey control.
 GX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1515.See file dsdata.txt to determine how the superseded data were derived.
 GX1515
 GX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB889035(NAD 83)
 GX1515_MARKER: DB = BENCH MARK DISK
 GX1515_SETTING: 66 = SET IN ROCK OUTCROP
 GX1515_SP_SET: ROCK OUTCROP
 GX1515_STAMPING: A 430 1963
 GX1515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1515+STABILITY: POSITION/ELEVATION WELL
 GX1515
 GX1515  HISTORY     - Date     Condition        Report By
 GX1515  HISTORY     - 1963     MONUMENTED       CGS
 GX1515
 GX1515                          STATION DESCRIPTION
 GX1515
 GX1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1515'12.1 MI SW FROM BLAND.
 GX1515'ABOUT 0.15 MILE NORTH ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1515'IN BLAND, THEN TURN SOUTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FOR
 GX1515'5.55 MILES TO THE JUNCTION OF STATE ROAD 617, THEN TURN EAST ALONG
 GX1515'STATE ROAD 617 FOR 6.55 MILES.  THE MARK IS SET IN OUTCROPPING
 GX1515'ROCK PROJECTING ABOUT 3 FEET ABOVE THE GROUND, 121 FEET SOUTHEAST
 GX1515'OF THE JUNCTION OF STATE ROAD 617 AND A FARM ROAD LEADING SOUTH,
 GX1515'80.6 FEET EAST OF A STANDARD METAL WITNESS SIGN, 56 FEET WEST
 GX1515'OF A FENCELINE, 138 FEET SOUTH OF A SMALL CEMETERY WITH ONE
 GX1515'HEADSTONE THAT IS SURROUNDED BY A BOARD FENCE THAT IS 4 FEET
 GX1515'HIGH AND ABOUT LEVEL WITH STATE ROAD 617.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0649 ***********************************************************************
 FZ0649  DESIGNATION -  A 431
 FZ0649  PID         -  FZ0649
 FZ0649  STATE/COUNTY-  VA/CARROLL
 FZ0649  USGS QUAD   -  LAMBSBURG (1977)
 FZ0649
 FZ0649                         *CURRENT SURVEY CONTROL
 FZ0649  ___________________________________________________________________
 FZ0649* NAD 83(1986)-  36 37 25.     (N)    080 51 11.     (W)     SCALED    
 FZ0649* NAVD 88     -       775.316  (meters)    2543.68   (feet)  ADJUSTED  
 FZ0649  ___________________________________________________________________
 FZ0649  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FZ0649  DYNAMIC HT  -         774.563 (meters)    2541.21  (feet)  COMP
 FZ0649  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 FZ0649
 FZ0649  VERT ORDER  -  SECOND    CLASS 0
 FZ0649
 FZ0649.The horizontal coordinates were scaled from a topographic map and have
 FZ0649.an estimated accuracy of +/- 6 seconds.
 FZ0649
 FZ0649.The orthometric height was determined by differential leveling
 FZ0649.and adjusted by the National Geodetic Survey in June 1991..
 FZ0649
 FZ0649.The geoid height was determined by GEOID03.
 FZ0649
 FZ0649.The dynamic height is computed by dividing the NAVD 88
 FZ0649.geopotential number by the normal gravity value computed on the
 FZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0649.degrees latitude (g = 980.6199 gals.).
 FZ0649
 FZ0649.The modeled gravity was interpolated from observed gravity values.
 FZ0649
 FZ0649;                    North         East    Units  Estimated Accuracy
 FZ0649;SPC VA S     - 1,034,840.    3,289,540.      MT  (+/- 180 meters Scaled)
 FZ0649
 FZ0649                          SUPERSEDED SURVEY CONTROL
 FZ0649
 FZ0649  NGVD 29 (??/??/92)  775.450  (m)         2544.12   (f) ADJ UNCH    2 0
 FZ0649
 FZ0649.Superseded values are not recommended for survey control.
 FZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0649.See file dsdata.txt to determine how the superseded data were derived.
 FZ0649
 FZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA131531(NAD 83)
 FZ0649_MARKER: DB = BENCH MARK DISK
 FZ0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0649_SP_SET: BRIDGE
 FZ0649_STAMPING: A 431 1963
 FZ0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0649
 FZ0649  HISTORY     - Date     Condition        Report By
 FZ0649  HISTORY     - 1963     MONUMENTED       CGS
 FZ0649
 FZ0649                          STATION DESCRIPTION
 FZ0649
 FZ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0649'8.2 MI SE FROM GALAX.
 FZ0649'1.45 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE IN
 FZ0649'GALAX, THEN TURN EAST ALONG STATE HIGHWAY 97 FOR 4.75 MILES,
 FZ0649'THEN TURN SOUTH ALONG SECONDARY STATE ROAD 713 FOR 1.9 MILES,
 FZ0649'THEN TURN SOUTHEAST ALONG SECONDARY STATE ROAD 608 FOR 0.05 MILE.
 FZ0649'THE MARK IS SET IN TOP OF THE SOUTH WINGWALL AT THE EAST END OF A
 FZ0649'BRIDGE OVER COAL CREEK, 9 FEET SOUTHWEST OF THE CENTER OF SECONDARY
 FZ0649'STATE ROAD 608, 6 FEET NORTH OF A WIRE FENCE LINE AND ABOUT
 FZ0649'THE SAME LEVEL AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0650 ***********************************************************************
 FZ0650  DESIGNATION -  A 431 RESET 1973
 FZ0650  PID         -  FZ0650
 FZ0650  STATE/COUNTY-  VA/CARROLL
 FZ0650  USGS QUAD   -  LAMBSBURG (1977)
 FZ0650
 FZ0650                         *CURRENT SURVEY CONTROL
 FZ0650  ___________________________________________________________________
 FZ0650* NAD 83(1986)-  36 37 25.     (N)    080 51 11.     (W)     SCALED    
 FZ0650* NAVD 88     -       774.78   (+/-2cm)    2541.9    (feet)  VERTCON   
 FZ0650  ___________________________________________________________________
 FZ0650  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FZ0650
 FZ0650  VERT ORDER  -  THIRD (See Below)
 FZ0650
 FZ0650.The horizontal coordinates were scaled from a topographic map and have
 FZ0650.an estimated accuracy of +/- 6 seconds.
 FZ0650
 FZ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0650.The vertical order pertains to the NGVD 29 superseded value.
 FZ0650
 FZ0650.The geoid height was determined by GEOID03.
 FZ0650
 FZ0650;                    North         East    Units  Estimated Accuracy
 FZ0650;SPC VA S     - 1,034,840.    3,289,540.      MT  (+/- 180 meters Scaled)
 FZ0650
 FZ0650                          SUPERSEDED SURVEY CONTROL
 FZ0650
 FZ0650  NGVD 29 (03/21/06)  774.91   (m)         2542.4    (f) RESET       3  
 FZ0650
 FZ0650.Superseded values are not recommended for survey control.
 FZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0650.See file dsdata.txt to determine how the superseded data were derived.
 FZ0650
 FZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA131531(NAD 83)
 FZ0650_MARKER: DB = BENCH MARK DISK
 FZ0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0650_SP_SET: PIPE STRUCTURE
 FZ0650_STAMPING: A 431 RESET 1973
 FZ0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0650
 FZ0650  HISTORY     - Date     Condition        Report By
 FZ0650  HISTORY     - 1973     MONUMENTED       VADH
 FZ0650
 FZ0650                          STATION DESCRIPTION
 FZ0650
 FZ0650'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973
 FZ0650'1.4 MI S FROM GALAX.
 FZ0650'1.45 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE IN
 FZ0650'GALAX, THEN TURN EAST ALONG STATE HIGHWAY 97 FOR 4.75 MILES,
 FZ0650'THEN TURN SOUTH ALONG SECONDARY STATE ROAD 713 FOR 1.9 MILES,
 FZ0650'THEN TURN SOUTHEAST ALONG SECONDARY STATE ROAD 608 FOR 0.05 MILE.
 FZ0650'THE MARK IS SET IN THE SOUTH ABUTMENT AT THE EAST END OF A TWIN
 FZ0650'PIPE STRUCTURE OVER COAL CREEK, 9 FEET SOUTHWEST OF CENTER
 FZ0650'RECONSTRUCTED SECONDARY STATE ROAD 608 ABOUT 1 FT BELOW LEVEL
 FZ0650'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1560 ***********************************************************************
 GX1560  DESIGNATION -  A 432
 GX1560  PID         -  GX1560
 GX1560  STATE/COUNTY-  VA/TAZEWELL
 GX1560  USGS QUAD   -  COVE CREEK (1979)
 GX1560
 GX1560                         *CURRENT SURVEY CONTROL
 GX1560  ___________________________________________________________________
 GX1560* NAD 83(1986)-  37 13 12.     (N)    081 20 26.     (W)     SCALED    
 GX1560* NAVD 88     -       762.065  (meters)    2500.21   (feet)  ADJUSTED  
 GX1560  ___________________________________________________________________
 GX1560  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GX1560  DYNAMIC HT  -         761.375 (meters)    2497.94  (feet)  COMP
 GX1560  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 GX1560
 GX1560  VERT ORDER  -  SECOND    CLASS 0
 GX1560
 GX1560.The horizontal coordinates were scaled from a topographic map and have
 GX1560.an estimated accuracy of +/- 6 seconds.
 GX1560
 GX1560.The orthometric height was determined by differential leveling
 GX1560.and adjusted by the National Geodetic Survey in June 1991..
 GX1560
 GX1560.The geoid height was determined by GEOID03.
 GX1560
 GX1560.The dynamic height is computed by dividing the NAVD 88
 GX1560.geopotential number by the normal gravity value computed on the
 GX1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1560.degrees latitude (g = 980.6199 gals.).
 GX1560
 GX1560.The modeled gravity was interpolated from observed gravity values.
 GX1560
 GX1560;                    North         East    Units  Estimated Accuracy
 GX1560;SPC VA S     - 1,102,190.    3,247,940.      MT  (+/- 180 meters Scaled)
 GX1560
 GX1560                          SUPERSEDED SURVEY CONTROL
 GX1560
 GX1560  NGVD 29 (??/??/92)  762.159  (m)         2500.52   (f) ADJ UNCH    2 0
 GX1560
 GX1560.Superseded values are not recommended for survey control.
 GX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1560.See file dsdata.txt to determine how the superseded data were derived.
 GX1560
 GX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB697193(NAD 83)
 GX1560_MARKER: DB = BENCH MARK DISK
 GX1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1560_SP_SET: BRIDGE
 GX1560_STAMPING: A 432 1963
 GX1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1560
 GX1560  HISTORY     - Date     Condition        Report By
 GX1560  HISTORY     - 1963     MONUMENTED       CGS
 GX1560  HISTORY     - 1966     GOOD             NGS
 GX1560  HISTORY     - 1966     GOOD             NGS
 GX1560
 GX1560                          STATION DESCRIPTION
 GX1560
 GX1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1560'4.9 MI SW FROM BLUEFIELD.
 GX1560'4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 19-460 FROM THE POST
 GX1560'OFFICE IN BLUEFIELD, SET IN THE TOP OF THE EAST WINGWALL OF THE
 GX1560'CONCRETE BRIDGE OVER BLUESTONE RIVER, AT THE NORTH END OF THE
 GX1560'BRIDGE, 13 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.9 FEET
 GX1560'SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 6 INCHES BELOW THE
 GX1560'LEVEL OF THE PAVEMENT.
 GX1560
 GX1560                          STATION RECOVERY (1966)
 GX1560
 GX1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0791 ***********************************************************************
 GY0791  DESIGNATION -  A 433
 GY0791  PID         -  GY0791
 GY0791  STATE/COUNTY-  VA/BUCHANAN
 GY0791  USGS QUAD   -  VANSANT (1977)
 GY0791
 GY0791                         *CURRENT SURVEY CONTROL
 GY0791  ___________________________________________________________________
 GY0791* NAD 83(1986)-  37 14 20.     (N)    082 06 07.     (W)     SCALED    
 GY0791* NAVD 88     -       344.036  (meters)    1128.72   (feet)  ADJUSTED  
 GY0791  ___________________________________________________________________
 GY0791  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GY0791  DYNAMIC HT  -         343.752 (meters)    1127.79  (feet)  COMP
 GY0791  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 GY0791
 GY0791  VERT ORDER  -  SECOND    CLASS 0
 GY0791
 GY0791.The horizontal coordinates were scaled from a topographic map and have
 GY0791.an estimated accuracy of +/- 6 seconds.
 GY0791
 GY0791.The orthometric height was determined by differential leveling
 GY0791.and adjusted by the National Geodetic Survey in June 1991..
 GY0791
 GY0791.The geoid height was determined by GEOID03.
 GY0791
 GY0791.The dynamic height is computed by dividing the NAVD 88
 GY0791.geopotential number by the normal gravity value computed on the
 GY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0791.degrees latitude (g = 980.6199 gals.).
 GY0791
 GY0791.The modeled gravity was interpolated from observed gravity values.
 GY0791
 GY0791;                    North         East    Units  Estimated Accuracy
 GY0791;SPC VA S     - 1,106,590.    3,180,490.      MT  (+/- 180 meters Scaled)
 GY0791
 GY0791                          SUPERSEDED SURVEY CONTROL
 GY0791
 GY0791  NGVD 29 (??/??/92)  344.225  (m)         1129.34   (f) ADJ UNCH    2 0
 GY0791
 GY0791.Superseded values are not recommended for survey control.
 GY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0791.See file dsdata.txt to determine how the superseded data were derived.
 GY0791
 GY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB022219(NAD 83)
 GY0791_MARKER: DB = BENCH MARK DISK
 GY0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0791_SP_SET: RETAINING WALL
 GY0791_STAMPING: A 433 1963
 GY0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0791
 GY0791  HISTORY     - Date     Condition        Report By
 GY0791  HISTORY     - 1963     MONUMENTED       CGS
 GY0791
 GY0791                          STATION DESCRIPTION
 GY0791
 GY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GY0791'0.5 MI NW FROM VANSANT.
 GY0791'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0791'IN VANSANT TO THE MARK SET VERTICALLY IN A LARGE CONCRETE
 GY0791'RETAINING WALL, 309.0 FEET SOUTH OF A SHELL SERVICE STATION, 27.0
 GY0791'FEET EAST OF CENTERLINE OF HIGHWAY, 8.9 FEET NORTH OF SOUTH END
 GY0791'OF RETAINING WALL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GY0791'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0365 ***********************************************************************
 GA0365  DESIGNATION -  A 434
 GA0365  PID         -  GA0365
 GA0365  STATE/COUNTY-  VA/RUSSELL
 GA0365  USGS QUAD   -  HANSONVILLE (1978)
 GA0365
 GA0365                         *CURRENT SURVEY CONTROL
 GA0365  ___________________________________________________________________
 GA0365* NAD 83(1986)-  36 49 22.     (N)    082 08 43.     (W)     SCALED    
 GA0365* NAVD 88     -       675.919  (meters)    2217.58   (feet)  ADJUSTED  
 GA0365  ___________________________________________________________________
 GA0365  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA0365  DYNAMIC HT  -         675.305 (meters)    2215.56  (feet)  COMP
 GA0365  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GA0365
 GA0365  VERT ORDER  -  SECOND    CLASS 0
 GA0365
 GA0365.The horizontal coordinates were scaled from a topographic map and have
 GA0365.an estimated accuracy of +/- 6 seconds.
 GA0365
 GA0365.The orthometric height was determined by differential leveling
 GA0365.and adjusted by the National Geodetic Survey in June 1991..
 GA0365
 GA0365.The geoid height was determined by GEOID03.
 GA0365
 GA0365.The dynamic height is computed by dividing the NAVD 88
 GA0365.geopotential number by the normal gravity value computed on the
 GA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0365.degrees latitude (g = 980.6199 gals.).
 GA0365
 GA0365.The modeled gravity was interpolated from observed gravity values.
 GA0365
 GA0365;                    North         East    Units  Estimated Accuracy
 GA0365;SPC VA S     - 1,060,590.    3,174,860.      MT  (+/- 180 meters Scaled)
 GA0365
 GA0365                          SUPERSEDED SURVEY CONTROL
 GA0365
 GA0365  NGVD 29 (??/??/92)  676.031  (m)         2217.95   (f) ADJ UNCH    2 0
 GA0365
 GA0365.Superseded values are not recommended for survey control.
 GA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0365.See file dsdata.txt to determine how the superseded data were derived.
 GA0365
 GA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA978758(NAD 83)
 GA0365_MARKER: DB = BENCH MARK DISK
 GA0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0365_SP_SET: BRIDGE
 GA0365_STAMPING: A 434 1963
 GA0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0365
 GA0365  HISTORY     - Date     Condition        Report By
 GA0365  HISTORY     - 1963     MONUMENTED       CGS
 GA0365
 GA0365                          STATION DESCRIPTION
 GA0365
 GA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0365'AT HANSONVILLE.
 GA0365'AT HANSONVILLE, SET IN THE TOP OF THE NORTHWEST WINGWALL OF
 GA0365'BRIDGE OVER NORTH FORK AND MOUNTAIN CREEK, 74.8 FEET EAST OF
 GA0365'JUNCTION OF U.S. HIGHWAYS 19 AND 58, 20.4 FEET SOUTH OF CENTERLINE
 GA0365'OF HIGHWAY 19 AND 58 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1451 ***********************************************************************
 GA1451  DESIGNATION -  A 435
 GA1451  PID         -  GA1451
 GA1451  STATE/COUNTY-  VA/LEE
 GA1451  USGS QUAD   -  KEOKEE (1978)
 GA1451
 GA1451                         *CURRENT SURVEY CONTROL
 GA1451  ___________________________________________________________________
 GA1451* NAD 83(1986)-  36 46 44.     (N)    082 56 09.     (W)     SCALED    
 GA1451* NAVD 88     -       436.395  (meters)    1431.74   (feet)  ADJUSTED  
 GA1451  ___________________________________________________________________
 GA1451  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1451  DYNAMIC HT  -         436.011 (meters)    1430.48  (feet)  COMP
 GA1451  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 GA1451
 GA1451  VERT ORDER  -  SECOND    CLASS 0
 GA1451
 GA1451.The horizontal coordinates were scaled from a topographic map and have
 GA1451.an estimated accuracy of +/- 6 seconds.
 GA1451
 GA1451.The orthometric height was determined by differential leveling
 GA1451.and adjusted by the National Geodetic Survey in June 1991..
 GA1451
 GA1451.The geoid height was determined by GEOID03.
 GA1451
 GA1451.The dynamic height is computed by dividing the NAVD 88
 GA1451.geopotential number by the normal gravity value computed on the
 GA1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1451.degrees latitude (g = 980.6199 gals.).
 GA1451
 GA1451.The modeled gravity was interpolated from observed gravity values.
 GA1451
 GA1451;                    North         East    Units  Estimated Accuracy
 GA1451;SPC VA S     - 1,058,750.    3,104,170.      MT  (+/- 180 meters Scaled)
 GA1451
 GA1451                          SUPERSEDED SURVEY CONTROL
 GA1451
 GA1451  NGVD 29 (??/??/92)  436.53   (m)         1432.2    (f) COMPUTED    2 0
 GA1451
 GA1451.Superseded values are not recommended for survey control.
 GA1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1451.See file dsdata.txt to determine how the superseded data were derived.
 GA1451
 GA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA272720(NAD 83)
 GA1451_MARKER: DB = BENCH MARK DISK
 GA1451_SETTING: 66 = SET IN ROCK OUTCROP
 GA1451_SP_SET: ROCK CUT
 GA1451_STAMPING: A 435 1963
 GA1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1451+STABILITY: POSITION/ELEVATION WELL
 GA1451
 GA1451  HISTORY     - Date     Condition        Report By
 GA1451  HISTORY     - 1963     MONUMENTED       CGS
 GA1451
 GA1451                          STATION DESCRIPTION
 GA1451
 GA1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1451'0.6 MI E FROM DRYDEN.
 GA1451'ABOUT 0.6 MILE EAST ALONG U.S. ALTERNATE 58 FROM THE POST OFFICE
 GA1451'AT DRYDEN TO THE MARK SET VERTICALLY IN A SMALL ROCK CUT, 140.3
 GA1451'FEET WEST OF TELEPHONE POLE 7, 17.5 FEET SOUTH OF CENTERLINE OF
 GA1451'HIGHWAY, 11.7 FEET NORTH OF A WIRE FENCE, 3.3 FEET EAST OF WEST
 GA1451'END OF CUT AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1424 ***********************************************************************
 GW1424  DESIGNATION -  A 436
 GW1424  PID         -  GW1424
 GW1424  STATE/COUNTY-  VA/FRANKLIN
 GW1424  USGS QUAD   -  BOONES MILL (1978)
 GW1424
 GW1424                         *CURRENT SURVEY CONTROL
 GW1424  ___________________________________________________________________
 GW1424* NAD 83(1986)-  37 04 00.     (N)    079 53 17.     (W)     SCALED    
 GW1424* NAVD 88     -       371.186  (meters)    1217.80   (feet)  ADJUSTED  
 GW1424  ___________________________________________________________________
 GW1424  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1424  DYNAMIC HT  -         370.875 (meters)    1216.78  (feet)  COMP
 GW1424  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 GW1424
 GW1424  VERT ORDER  -  FIRST     CLASS II
 GW1424
 GW1424.The horizontal coordinates were scaled from a topographic map and have
 GW1424.an estimated accuracy of +/- 6 seconds.
 GW1424
 GW1424.The orthometric height was determined by differential leveling
 GW1424.and adjusted by the National Geodetic Survey in June 1991..
 GW1424
 GW1424.The geoid height was determined by GEOID03.
 GW1424
 GW1424.The dynamic height is computed by dividing the NAVD 88
 GW1424.geopotential number by the normal gravity value computed on the
 GW1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1424.degrees latitude (g = 980.6199 gals.).
 GW1424
 GW1424.The modeled gravity was interpolated from observed gravity values.
 GW1424
 GW1424;                    North         East    Units  Estimated Accuracy
 GW1424;SPC VA S     - 1,082,290.    3,376,560.      MT  (+/- 180 meters Scaled)
 GW1424
 GW1424                          SUPERSEDED SURVEY CONTROL
 GW1424
 GW1424  NGVD 29 (??/??/92)  371.374  (m)         1218.42   (f) ADJ UNCH    1 2
 GW1424
 GW1424.Superseded values are not recommended for survey control.
 GW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1424.See file dsdata.txt to determine how the superseded data were derived.
 GW1424
 GW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB988028(NAD 83)
 GW1424_MARKER: DB = BENCH MARK DISK
 GW1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1424_STAMPING: A 436 1964
 GW1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1424+STABILITY: SURFACE MOTION
 GW1424
 GW1424  HISTORY     - Date     Condition        Report By
 GW1424  HISTORY     - 1964     MONUMENTED       CGS
 GW1424
 GW1424                          STATION DESCRIPTION
 GW1424
 GW1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1424'5.1 MI S FROM BOONES MILL.
 GW1424'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 GW1424'IN BOONES MILL TO THE MARK SET IN THE TOP OF A CONCRETE POST NEAR
 GW1424'THE JUNCTION OF U.S. HIGHWAY 220 AND COUNTY ROAD 775, 104.4 FEET
 GW1424'NORTHEAST OF CENTELINE OF U.S. HIGHWAY 220, 79.0 FEET NORTHWEST
 GW1424'OF APPROXIMATE CENTER OF COUNTY ROAD 775, 1.8 FEET SOUTHEAST OF
 GW1424'A POWER-LINE-POLE AND METAL WITNESS SIGN AND IS ABOUT 5.0 FEET
 GW1424'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0787 ***********************************************************************
 FY0787  DESIGNATION -  A 437
 FY0787  PID         -  FY0787
 FY0787  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0787  USGS QUAD   -  DANVILLE (1984)
 FY0787
 FY0787                         *CURRENT SURVEY CONTROL
 FY0787  ___________________________________________________________________
 FY0787* NAD 83(1986)-  36 35 35.     (N)    079 27 53.     (W)     SCALED    
 FY0787* NAVD 88     -       167.741  (meters)     550.33   (feet)  ADJUSTED  
 FY0787  ___________________________________________________________________
 FY0787  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 FY0787  DYNAMIC HT  -         167.601 (meters)     549.87  (feet)  COMP
 FY0787  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 FY0787
 FY0787  VERT ORDER  -  SECOND    CLASS 0
 FY0787
 FY0787.The horizontal coordinates were scaled from a topographic map and have
 FY0787.an estimated accuracy of +/- 6 seconds.
 FY0787
 FY0787.The orthometric height was determined by differential leveling
 FY0787.and adjusted by the National Geodetic Survey in June 1991..
 FY0787
 FY0787.The geoid height was determined by GEOID03.
 FY0787
 FY0787.The dynamic height is computed by dividing the NAVD 88
 FY0787.geopotential number by the normal gravity value computed on the
 FY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0787.degrees latitude (g = 980.6199 gals.).
 FY0787
 FY0787.The modeled gravity was interpolated from observed gravity values.
 FY0787
 FY0787;                    North         East    Units  Estimated Accuracy
 FY0787;SPC VA S     - 1,029,260.    3,413,670.      MT  (+/- 180 meters Scaled)
 FY0787
 FY0787                          SUPERSEDED SURVEY CONTROL
 FY0787
 FY0787  NGVD 29 (??/??/92)  167.977  (m)          551.10   (f) ADJ UNCH    2 0
 FY0787
 FY0787.Superseded values are not recommended for survey control.
 FY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0787.See file dsdata.txt to determine how the superseded data were derived.
 FY0787
 FY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA373508(NAD 83)
 FY0787_MARKER: DB = BENCH MARK DISK
 FY0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0787_STAMPING: A 437 1964
 FY0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0787+STABILITY: SURFACE MOTION
 FY0787
 FY0787  HISTORY     - Date     Condition        Report By
 FY0787  HISTORY     - 1964     MONUMENTED       CGS
 FY0787
 FY0787                          STATION DESCRIPTION
 FY0787
 FY0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0787'2.2 MI W FROM DANVILLE.
 FY0787'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE VIADUCT AT
 FY0787'THE JUNCTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY ALTERNATE 29
 FY0787'AT THE WEST EDGE OF DANVILLE TO THE MARK SET IN THE TOP OF A
 FY0787'CONCRETE POST PROJECTING 3 INCHES, 90.4 FEET NORTHWEST OF
 FY0787'APPROXIMATE CENTER OF A DRIVEWAY, 45.8 FEET SOUTHWEST OF CENTERLINE
 FY0787'OF HIGHWAY, 2.0 FEET WEST OF TELEPHONE POLE 66, 2 FEET WEST OF A
 FY0787'METAL WITNESS SIGN AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 FY0787'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0815 ***********************************************************************
 FY0815  DESIGNATION -  A 438
 FY0815  PID         -  FY0815
 FY0815  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0815  USGS QUAD   -  MOUNT HERMON (1985)
 FY0815
 FY0815                         *CURRENT SURVEY CONTROL
 FY0815  ___________________________________________________________________
 FY0815* NAD 83(1986)-  36 43 02.     (N)    079 22 48.     (W)     SCALED    
 FY0815* NAVD 88     -       238.441  (meters)     782.29   (feet)  ADJUSTED  
 FY0815  ___________________________________________________________________
 FY0815  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0815  DYNAMIC HT  -         238.246 (meters)     781.65  (feet)  COMP
 FY0815  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 FY0815
 FY0815  VERT ORDER  -  SECOND    CLASS 0
 FY0815
 FY0815.The horizontal coordinates were scaled from a topographic map and have
 FY0815.an estimated accuracy of +/- 6 seconds.
 FY0815
 FY0815.The orthometric height was determined by differential leveling
 FY0815.and adjusted by the National Geodetic Survey in June 1991..
 FY0815
 FY0815.The geoid height was determined by GEOID03.
 FY0815
 FY0815.The dynamic height is computed by dividing the NAVD 88
 FY0815.geopotential number by the normal gravity value computed on the
 FY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0815.degrees latitude (g = 980.6199 gals.).
 FY0815
 FY0815.The modeled gravity was interpolated from observed gravity values.
 FY0815
 FY0815;                    North         East    Units  Estimated Accuracy
 FY0815;SPC VA S     - 1,042,970.    3,421,380.      MT  (+/- 180 meters Scaled)
 FY0815
 FY0815                          SUPERSEDED SURVEY CONTROL
 FY0815
 FY0815  NGVD 29 (??/??/92)  238.672  (m)          783.04   (f) ADJ UNCH    2 0
 FY0815
 FY0815.Superseded values are not recommended for survey control.
 FY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0815.See file dsdata.txt to determine how the superseded data were derived.
 FY0815
 FY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA446647(NAD 83)
 FY0815_MARKER: DB = BENCH MARK DISK
 FY0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0815_STAMPING: A 438 1964
 FY0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0815+STABILITY: SURFACE MOTION
 FY0815
 FY0815  HISTORY     - Date     Condition        Report By
 FY0815  HISTORY     - 1964     MONUMENTED       CGS
 FY0815  HISTORY     - 1983     MARK NOT FOUND   NGS
 FY0815
 FY0815                          STATION DESCRIPTION
 FY0815
 FY0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0815'6.1 MI N FROM DANVILLE.
 FY0815'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0815'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY ALTERNATE 29 BY-PASS AT THE
 FY0815'NORTH EDGE OF DANVILLE, 6.4 MILES SOUTH OF SOUTH END OF CHATHAM
 FY0815'BY-PASS, TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY0815'2 INCHES, 100 YARDS SOUTHWEST OF MOUNT PLESANT METHODIST CHURCH,
 FY0815'52.5 FEET NORTHEAST OF APPROXIMATE CENTER OF HIGHWAY, 32 FEET
 FY0815'NORTHWEST OF APPROXIMATE CENTER OF A DRIVEWAY, 2 FEET EAST OF A
 FY0815'TELEPHONE POLE 181, 2 FEET NORTHEAST OF A METAL WITNESS SIGN,
 FY0815'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FY0815
 FY0815                          STATION RECOVERY (1983)
 FY0815
 FY0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0815'NOT RECOVERED, MARK BELIEVED DESTROYED BY TELEPHONE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1454 ***********************************************************************
 GW1454  DESIGNATION -  A 439
 GW1454  PID         -  GW1454
 GW1454  STATE/COUNTY-  VA/BEDFORD
 GW1454  USGS QUAD   -  MONTVALE (1977)
 GW1454
 GW1454                         *CURRENT SURVEY CONTROL
 GW1454  ___________________________________________________________________
 GW1454* NAD 83(1986)-  37 23 38.     (N)    079 44 47.     (W)     SCALED    
 GW1454* NAVD 88     -       335.484  (meters)    1100.67   (feet)  POSTED    
 GW1454  ___________________________________________________________________
 GW1454  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1454  DYNAMIC HT  -         335.210 (meters)    1099.77  (feet)  COMP
 GW1454  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GW1454
 GW1454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1454
 GW1454.The horizontal coordinates were scaled from a topographic map and have
 GW1454.an estimated accuracy of +/- 6 seconds.
 GW1454
 GW1454.The orthometric height was determined by differential leveling
 GW1454.and adjusted by the National Geodetic Survey in 1992..
 GW1454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1454.rate of 0.0 thru 1.0 mm/km.
 GW1454
 GW1454.The geoid height was determined by GEOID03.
 GW1454
 GW1454.The dynamic height is computed by dividing the NAVD 88
 GW1454.geopotential number by the normal gravity value computed on the
 GW1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1454.degrees latitude (g = 980.6199 gals.).
 GW1454
 GW1454.The modeled gravity was interpolated from observed gravity values.
 GW1454
 GW1454;                    North         East    Units  Estimated Accuracy
 GW1454;SPC VA S     - 1,118,420.    3,389,640.      MT  (+/- 180 meters Scaled)
 GW1454
 GW1454                          SUPERSEDED SURVEY CONTROL
 GW1454
 GW1454  NGVD 29 (??/??/92)  335.682  (m)         1101.32   (f) ADJ UNCH    2 0
 GW1454
 GW1454.Superseded values are not recommended for survey control.
 GW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1454.See file dsdata.txt to determine how the superseded data were derived.
 GW1454
 GW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB109393(NAD 83)
 GW1454_MARKER: DB = BENCH MARK DISK
 GW1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1454_SP_SET: VIADUCT
 GW1454_STAMPING: A 439 1964
 GW1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1454
 GW1454  HISTORY     - Date     Condition        Report By
 GW1454  HISTORY     - 1964     MONUMENTED       CGS
 GW1454  HISTORY     - 19990214 MARK NOT FOUND   USPSQD
 GW1454
 GW1454                          STATION DESCRIPTION
 GW1454
 GW1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1454'1 MI W FROM MONTVALE.
 GW1454'ABOUT 1 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE MONTVALE
 GW1454'SCHOOL TO THE MARK SET IN THE TOP OF THE SOUTHEAST WINGWALL
 GW1454'OF A VIADUCT OVER THE HIGHWAY, 7.5 FEET SOUTH OF SOUTH RAIL OF
 GW1454'N AND W RY TRACK, AND IS ABOUT 30 FEET ABOVE THE HIGHWAY.
 GW1454
 GW1454                          STATION RECOVERY (1999)
 GW1454
 GW1454'RECOVERY NOTE BY US POWER SQUADRON 1999
 GW1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0281 ***********************************************************************
 JW0281  DESIGNATION -  A 44
 JW0281  PID         -  JW0281
 JW0281  STATE/COUNTY-  VA/FREDERICK
 JW0281  USGS QUAD   -  CAPON BRIDGE (1986)
 JW0281
 JW0281                         *CURRENT SURVEY CONTROL
 JW0281  ___________________________________________________________________
 JW0281* NAD 83(1986)-  39 16 55.     (N)    078 23 20.     (W)     SCALED    
 JW0281* NAVD 88     -       324.555  (meters)    1064.81   (feet)  ADJUSTED  
 JW0281  ___________________________________________________________________
 JW0281  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JW0281  DYNAMIC HT  -         324.345 (meters)    1064.12  (feet)  COMP
 JW0281  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 JW0281
 JW0281  VERT ORDER  -  SECOND    CLASS 0
 JW0281
 JW0281.The horizontal coordinates were scaled from a topographic map and have
 JW0281.an estimated accuracy of +/- 6 seconds.
 JW0281
 JW0281.The orthometric height was determined by differential leveling
 JW0281.and adjusted by the National Geodetic Survey in June 1991..
 JW0281
 JW0281.The geoid height was determined by GEOID03.
 JW0281
 JW0281.The dynamic height is computed by dividing the NAVD 88
 JW0281.geopotential number by the normal gravity value computed on the
 JW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0281.degrees latitude (g = 980.6199 gals.).
 JW0281
 JW0281.The modeled gravity was interpolated from observed gravity values.
 JW0281
 JW0281;                    North         East    Units  Estimated Accuracy
 JW0281;SPC VA N     - 2,179,310.    3,509,590.      MT  (+/- 180 meters Scaled)
 JW0281
 JW0281                          SUPERSEDED SURVEY CONTROL
 JW0281
 JW0281  NGVD 29 (??/??/92)  324.710  (m)         1065.32   (f) ADJ UNCH    2 0
 JW0281
 JW0281.Superseded values are not recommended for survey control.
 JW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0281.See file dsdata.txt to determine how the superseded data were derived.
 JW0281
 JW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD252513(NAD 83)
 JW0281_MARKER: DB = BENCH MARK DISK
 JW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0281_STAMPING: A 44 1934
 JW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0281+STABILITY: SURFACE MOTION
 JW0281
 JW0281  HISTORY     - Date     Condition        Report By
 JW0281  HISTORY     - 1934     MONUMENTED       CGS
 JW0281  HISTORY     - 1958     MARK NOT FOUND   NGS
 JW0281  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0281
 JW0281                          STATION DESCRIPTION
 JW0281
 JW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0281'4.2 MI W FROM GORE.
 JW0281'4.2 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE WINCHESTER AND
 JW0281'WESTERN RAILROAD STATION AT GORE, FREDERICK COUNTY, ABOUT 0.3
 JW0281'MILE EAST OF THE WEST VIRGINIA-VIRGINIA STATE LINE, ABOUT 100
 JW0281'YARDS WEST OF A YELLOW HOUSE, ON A LONG GRADE, ABOUT 8 YARDS SOUTH
 JW0281'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 10 YARDS EAST OF A
 JW0281'POLE.  A STANDARD DISK, STAMPED A 44 1934 AND SET IN THE TOP OF
 JW0281'A CONCRETE POST.
 JW0281
 JW0281                          STATION RECOVERY (1958)
 JW0281
 JW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JW0281'MARK NOT FOUND.
 JW0281
 JW0281                          STATION RECOVERY (1998)
 JW0281
 JW0281'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1217 ***********************************************************************
 GA1217  DESIGNATION -  A 440
 GA1217  PID         -  GA1217
 GA1217  STATE/COUNTY-  VA/LEE
 GA1217  USGS QUAD   -  BIG STONE GAP (1991)
 GA1217
 GA1217                         *CURRENT SURVEY CONTROL
 GA1217  ___________________________________________________________________
 GA1217* NAD 83(1986)-  36 46 00.     (N)    082 49 38.     (W)     SCALED    
 GA1217* NAVD 88     -       460.457  (meters)    1510.68   (feet)  ADJUSTED  
 GA1217  ___________________________________________________________________
 GA1217  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1217  DYNAMIC HT  -         460.050 (meters)    1509.35  (feet)  COMP
 GA1217  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 GA1217
 GA1217  VERT ORDER  -  FIRST     CLASS I
 GA1217
 GA1217.The horizontal coordinates were scaled from a topographic map and have
 GA1217.an estimated accuracy of +/- 6 seconds.
 GA1217
 GA1217.The orthometric height was determined by differential leveling
 GA1217.and adjusted by the National Geodetic Survey in June 1991..
 GA1217
 GA1217.The geoid height was determined by GEOID03.
 GA1217
 GA1217.The dynamic height is computed by dividing the NAVD 88
 GA1217.geopotential number by the normal gravity value computed on the
 GA1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1217.degrees latitude (g = 980.6199 gals.).
 GA1217
 GA1217.The modeled gravity was interpolated from observed gravity values.
 GA1217
 GA1217;                    North         East    Units  Estimated Accuracy
 GA1217;SPC VA S     - 1,056,940.    3,113,790.      MT  (+/- 180 meters Scaled)
 GA1217
 GA1217                          SUPERSEDED SURVEY CONTROL
 GA1217
 GA1217  NGVD 29 (??/??/92)  460.602  (m)         1511.16   (f) ADJ UNCH    1 1
 GA1217
 GA1217.Superseded values are not recommended for survey control.
 GA1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1217.See file dsdata.txt to determine how the superseded data were derived.
 GA1217
 GA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA369705(NAD 83)
 GA1217_MARKER: DB = BENCH MARK DISK
 GA1217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1217_SP_SET: BRIDGE
 GA1217_STAMPING: A 440 1964
 GA1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1217
 GA1217  HISTORY     - Date     Condition        Report By
 GA1217  HISTORY     - 1964     MONUMENTED       CGS
 GA1217  HISTORY     - 1967     GOOD             NGS
 GA1217
 GA1217                          STATION DESCRIPTION
 GA1217
 GA1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1217'4.2 MI NW FROM DUFFIELD.
 GA1217'ABOUT 4.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1217'RAILROAD FROM THE STATION AT DUFFIELD, THENCE 0.1 MILE NORTHEAST
 GA1217'ALONG A GRAVELED ROAD, 0.15 MILE SOUTHWEST OF JASPER SCHOOL,
 GA1217'0.1 MILE NORTHEAST OF MILEPOST 15, 106 YARDS NORTHEAST OF THE
 GA1217'CROSSING OF THE GRAVELED ROAD AND THE SOUTHERN RAILWAY COMPANY
 GA1217'RAILROAD, 15 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 GA1217'ROAD, SET IN THE TOP OF THE WEST CONCRETE WING WALL OF A BRIDGE
 GA1217'OVER THE NORTH CLINCH RIVER, 6 FEET WEST OF THE WEST CORNER OF
 GA1217'THE BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0355 ***********************************************************************
 GX0355  DESIGNATION -  A 441
 GX0355  PID         -  GX0355
 GX0355  STATE/COUNTY-  VA/MONTGOMERY
 GX0355  USGS QUAD   -  NEWPORT (1985)
 GX0355
 GX0355                         *CURRENT SURVEY CONTROL
 GX0355  ___________________________________________________________________
 GX0355* NAD 83(1986)-  37 16 55.     (N)    080 26 38.     (W)     SCALED    
 GX0355* NAVD 88     -       775.952  (meters)    2545.77   (feet)  ADJUSTED  
 GX0355  ___________________________________________________________________
 GX0355  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0355  DYNAMIC HT  -         775.250 (meters)    2543.47  (feet)  COMP
 GX0355  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 GX0355
 GX0355  VERT ORDER  -  SECOND    CLASS 0
 GX0355
 GX0355.The horizontal coordinates were scaled from a topographic map and have
 GX0355.an estimated accuracy of +/- 6 seconds.
 GX0355
 GX0355.The orthometric height was determined by differential leveling
 GX0355.and adjusted by the National Geodetic Survey in June 1991..
 GX0355
 GX0355.The geoid height was determined by GEOID03.
 GX0355
 GX0355.The dynamic height is computed by dividing the NAVD 88
 GX0355.geopotential number by the normal gravity value computed on the
 GX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0355.degrees latitude (g = 980.6199 gals.).
 GX0355
 GX0355.The modeled gravity was interpolated from observed gravity values.
 GX0355
 GX0355;                    North         East    Units  Estimated Accuracy
 GX0355;SPC VA S     - 1,107,050.    3,327,630.      MT  (+/- 180 meters Scaled)
 GX0355
 GX0355                          SUPERSEDED SURVEY CONTROL
 GX0355
 GX0355  NGVD 29 (??/??/92)  776.05   (m)         2546.1    (f) COMPUTED    2 0
 GX0355
 GX0355.Superseded values are not recommended for survey control.
 GX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0355.See file dsdata.txt to determine how the superseded data were derived.
 GX0355
 GX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB492262(NAD 83)
 GX0355_MARKER: DB = BENCH MARK DISK
 GX0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0355_STAMPING: A 441 1964
 GX0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0355+STABILITY: SURFACE MOTION
 GX0355
 GX0355  HISTORY     - Date     Condition        Report By
 GX0355  HISTORY     - 1964     MONUMENTED       CGS
 GX0355
 GX0355                          STATION DESCRIPTION
 GX0355
 GX0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0355'3.5 MI SE FROM NEWPORT.
 GX0355'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0355'IN NEWPORT TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX0355'1 INCH AT THE TOP OF BRUSH MOUNTAIN, 165 FEET WEST OF THE
 GX0355'SOUTHWEST CORNER OF CURB GRILL, 51.0 FEET NORTH OF CENTERLINE OF
 GX0355'HIGHWAY, 27.5 FEET EAST OF THE APPROXIMATE CENTER OF SINGLE TRACK
 GX0355'ROAD 188 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0356 ***********************************************************************
 GX0356  DESIGNATION -  A 441 RESET 1966
 GX0356  PID         -  GX0356
 GX0356  STATE/COUNTY-  VA/MONTGOMERY
 GX0356  USGS QUAD   -  NEWPORT (1985)
 GX0356
 GX0356                         *CURRENT SURVEY CONTROL
 GX0356  ___________________________________________________________________
 GX0356* NAD 83(1986)-  37 16 55.     (N)    080 26 38.     (W)     SCALED    
 GX0356* NAVD 88     -       774.62   (meters)    2541.4    (feet)  RESET     
 GX0356  ___________________________________________________________________
 GX0356  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0356
 GX0356  VERT ORDER  -  THIRD
 GX0356
 GX0356.The horizontal coordinates were scaled from a topographic map and have
 GX0356.an estimated accuracy of +/- 6 seconds.
 GX0356
 GX0356.The orthometric height was computed from unverified reset data.
 GX0356.No vertical observational check was made to the station.
 GX0356
 GX0356.The geoid height was determined by GEOID03.
 GX0356
 GX0356;                    North         East    Units  Estimated Accuracy
 GX0356;SPC VA S     - 1,107,050.    3,327,630.      MT  (+/- 180 meters Scaled)
 GX0356
 GX0356                          SUPERSEDED SURVEY CONTROL
 GX0356
 GX0356  NGVD 29 (??/??/??)  774.71   (m)         2541.7    (f) RESET       3  
 GX0356
 GX0356.Superseded values are not recommended for survey control.
 GX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0356.See file dsdata.txt to determine how the superseded data were derived.
 GX0356
 GX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB492262(NAD 83)
 GX0356_MARKER: DD = SURVEY DISK
 GX0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0356_STAMPING: A 441 RESET 1966
 GX0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0356+STABILITY: SURFACE MOTION
 GX0356
 GX0356  HISTORY     - Date     Condition        Report By
 GX0356  HISTORY     - 1966     MONUMENTED       CGS
 GX0356
 GX0356                          STATION DESCRIPTION
 GX0356
 GX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX0356'3.5 MI SE FROM NEWPORT.
 GX0356'ABOUT 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST
 GX0356'OFFICE IN NEWPORT AND ON THE WEST SLOPE OF BRUSH MOUNTAIN.  MARK
 GX0356'IS 30 FEET WEST OF THE CENTERLINE OF FOREST SERVICE ROAD 188, 2
 GX0356'FEET SOUTHEAST OF CONCRETE HIGHWAY RIGHT OF WAY MARKER AND 1 FOOT
 GX0356'EAST OF STEEL WITNESS POST.  THE DISK IS SET FLUSH IN A CONCRETE
 GX0356'MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES.
 GX0356'A REBUILDING AND RELOCATING OF U.S. HIGHWAY 460 WILL CHANGE THE
 GX0356'DISTANCE FROM NEWPORT TO A CERTAIN EXTENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1514 ***********************************************************************
 GW1514  DESIGNATION -  A 442
 GW1514  PID         -  GW1514
 GW1514  STATE/COUNTY-  VA/BOTETOURT
 GW1514  USGS QUAD   -  DALEVILLE (1978)
 GW1514
 GW1514                         *CURRENT SURVEY CONTROL
 GW1514  ___________________________________________________________________
 GW1514* NAD 83(1986)-  37 27 20.     (N)    079 53 30.     (W)     SCALED    
 GW1514* NAVD 88     -       425.013  (meters)    1394.40   (feet)  ADJUSTED  
 GW1514  ___________________________________________________________________
 GW1514  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1514  DYNAMIC HT  -         424.660 (meters)    1393.24  (feet)  COMP
 GW1514  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 GW1514
 GW1514  VERT ORDER  -  SECOND    CLASS 0
 GW1514
 GW1514.The horizontal coordinates were scaled from a topographic map and have
 GW1514.an estimated accuracy of +/- 6 seconds.
 GW1514
 GW1514.The orthometric height was determined by differential leveling
 GW1514.and adjusted by the National Geodetic Survey in June 1991..
 GW1514
 GW1514.The geoid height was determined by GEOID03.
 GW1514
 GW1514.The dynamic height is computed by dividing the NAVD 88
 GW1514.geopotential number by the normal gravity value computed on the
 GW1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1514.degrees latitude (g = 980.6199 gals.).
 GW1514
 GW1514.The modeled gravity was interpolated from observed gravity values.
 GW1514
 GW1514;                    North         East    Units  Estimated Accuracy
 GW1514;SPC VA S     - 1,125,450.    3,376,880.      MT  (+/- 180 meters Scaled)
 GW1514
 GW1514                          SUPERSEDED SURVEY CONTROL
 GW1514
 GW1514  NGVD 29 (??/??/92)  425.197  (m)         1395.00   (f) ADJ UNCH    2 0
 GW1514
 GW1514.Superseded values are not recommended for survey control.
 GW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1514.See file dsdata.txt to determine how the superseded data were derived.
 GW1514
 GW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB980459(NAD 83)
 GW1514_MARKER: DB = BENCH MARK DISK
 GW1514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1514_SP_SET: CULVERT
 GW1514_STAMPING: A 442 1964
 GW1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1514
 GW1514  HISTORY     - Date     Condition        Report By
 GW1514  HISTORY     - 1964     MONUMENTED       CGS
 GW1514
 GW1514                          STATION DESCRIPTION
 GW1514
 GW1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1514'2.3 MI N FROM AMSTERDAM.
 GW1514'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 GW1514'IN AMSTERDAM TO THE MARK SET IN THE TOP OF THE SOUTHWEST WINGWALL
 GW1514'OF A BOX CULVERT, 0.05 MILE SOUTH OF COUNTY ROAD 670, 200.0
 GW1514'FEET SOUTH OF A SHELL SERVICE STATION, 19.3 FEET WEST OF CENTERLINE
 GW1514'OF HIGHWAY AND IS ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0431 ***********************************************************************
 GW0431  DESIGNATION -  A 443
 GW0431  PID         -  GW0431
 GW0431  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0431  USGS QUAD   -  PROSPECT (1979)
 GW0431
 GW0431                         *CURRENT SURVEY CONTROL
 GW0431  ___________________________________________________________________
 GW0431* NAD 83(1986)-  37 17 43.     (N)    078 35 10.     (W)     SCALED    
 GW0431* NAVD 88     -       187.471  (meters)     615.06   (feet)  ADJUSTED  
 GW0431  ___________________________________________________________________
 GW0431  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GW0431  DYNAMIC HT  -         187.337 (meters)     614.62  (feet)  COMP
 GW0431  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 GW0431
 GW0431  VERT ORDER  -  SECOND    CLASS 0
 GW0431
 GW0431.The horizontal coordinates were scaled from a topographic map and have
 GW0431.an estimated accuracy of +/- 6 seconds.
 GW0431
 GW0431.The orthometric height was determined by differential leveling
 GW0431.and adjusted by the National Geodetic Survey in June 1991..
 GW0431
 GW0431.The geoid height was determined by GEOID03.
 GW0431
 GW0431.The dynamic height is computed by dividing the NAVD 88
 GW0431.geopotential number by the normal gravity value computed on the
 GW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0431.degrees latitude (g = 980.6199 gals.).
 GW0431
 GW0431.The modeled gravity was interpolated from observed gravity values.
 GW0431
 GW0431;                    North         East    Units  Estimated Accuracy
 GW0431;SPC VA S     - 1,106,760.    3,492,370.      MT  (+/- 180 meters Scaled)
 GW0431
 GW0431                          SUPERSEDED SURVEY CONTROL
 GW0431
 GW0431  NGVD 29 (??/??/92)  187.730  (m)          615.91   (f) ADJ UNCH    2 0
 GW0431
 GW0431.Superseded values are not recommended for survey control.
 GW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0431.See file dsdata.txt to determine how the superseded data were derived.
 GW0431
 GW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB139303(NAD 83)
 GW0431_MARKER: DB = BENCH MARK DISK
 GW0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0431_SP_SET: CULVERT
 GW0431_STAMPING: A 443 1964
 GW0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0431+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 GW0431
 GW0431  HISTORY     - Date     Condition        Report By
 GW0431  HISTORY     - 1964     MONUMENTED       CGS
 GW0431  HISTORY     - 1965     GOOD             NGS
 GW0431  HISTORY     - 20010220 GOOD             USPSQD
 GW0431  HISTORY     - 20060119 MARK NOT FOUND   USPSQD
 GW0431  HISTORY     - 20060306 GOOD             VADOT
 GW0431
 GW0431                          STATION DESCRIPTION
 GW0431
 GW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0431'1.6 MI W FROM PROSPECT.
 GW0431'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION U.S.
 GW0431'HIGHWAY 460 AND COUNTY ROAD 626 IN PROSPECT TO THE MARK SET IN
 GW0431'THE TOP OF THE APPROXIMATE CENTER OF THE NORTH HEADWALL OF A BOX
 GW0431'CULVERT UNDER THE N AND W RY., 250 FEET SOUTH OF THE CENTERLINE
 GW0431'OF HIGHWAY, 40.0 FEET NORTH OF NORTH RAIL OF TRACK AND IS ABOUT
 GW0431'LEVEL WITH THE HIGHWAY.
 GW0431
 GW0431                          STATION RECOVERY (2001)
 GW0431
 GW0431'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0431'RECOVERED IN GOOD CONDITION.
 GW0431
 GW0431                          STATION RECOVERY (2006)
 GW0431
 GW0431'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0431'RAILROAD TRACKS REMOVED AND AREA COVERED IN RR TIES AND BALLAST.
 GW0431
 GW0431                          STATION RECOVERY (2006)
 GW0431
 GW0431'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (AGW)
 GW0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0571 ***********************************************************************
 FY0571  DESIGNATION -  A 444
 FY0571  PID         -  FY0571
 FY0571  STATE/COUNTY-  VA/CHARLOTTE
 FY0571  USGS QUAD   -  CLOVER (1988)
 FY0571
 FY0571                         *CURRENT SURVEY CONTROL
 FY0571  ___________________________________________________________________
 FY0571* NAD 83(1986)-  36 49 22.     (N)    078 37 52.     (W)     SCALED    
 FY0571* NAVD 88     -       138.694  (meters)     455.03   (feet)  ADJUSTED  
 FY0571  ___________________________________________________________________
 FY0571  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FY0571  DYNAMIC HT  -         138.590 (meters)     454.69  (feet)  COMP
 FY0571  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 FY0571
 FY0571  VERT ORDER  -  SECOND    CLASS 0
 FY0571
 FY0571.The horizontal coordinates were scaled from a topographic map and have
 FY0571.an estimated accuracy of +/- 6 seconds.
 FY0571
 FY0571.The orthometric height was determined by differential leveling
 FY0571.and adjusted by the National Geodetic Survey in June 1991..
 FY0571
 FY0571.The geoid height was determined by GEOID03.
 FY0571
 FY0571.The dynamic height is computed by dividing the NAVD 88
 FY0571.geopotential number by the normal gravity value computed on the
 FY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0571.degrees latitude (g = 980.6199 gals.).
 FY0571
 FY0571.The modeled gravity was interpolated from observed gravity values.
 FY0571
 FY0571;                    North         East    Units  Estimated Accuracy
 FY0571;SPC VA S     - 1,054,320.    3,488,300.      MT  (+/- 180 meters Scaled)
 FY0571
 FY0571                          SUPERSEDED SURVEY CONTROL
 FY0571
 FY0571  NGVD 29 (??/??/92)  138.947  (m)          455.86   (f) ADJ UNCH    2 0
 FY0571
 FY0571.Superseded values are not recommended for survey control.
 FY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0571.See file dsdata.txt to determine how the superseded data were derived.
 FY0571
 FY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA112778(NAD 83)
 FY0571_MARKER: DB = BENCH MARK DISK
 FY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0571_STAMPING: A 444 1965
 FY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0571+STABILITY: SURFACE MOTION
 FY0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0571+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FY0571
 FY0571  HISTORY     - Date     Condition        Report By
 FY0571  HISTORY     - 1965     MONUMENTED       CGS
 FY0571  HISTORY     - 20010317 GOOD             USPSQD
 FY0571
 FY0571                          STATION DESCRIPTION
 FY0571
 FY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0571'2 MI W FROM BARNESVILLE.
 FY0571'2.0 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 FY0571'U.S. HIGHWAYS 360 AND 15 AND THE POST OFFICE IN BARNESVILLE
 FY0571'TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY0571'2-INCHES AT THE SOUTHEAST CORNER OF A CEMETARY, 400.0 FEET
 FY0571'EAST OF A BRICK CHURCH, 35.0 FEET NORTH OF THE CENTERLINE OF
 FY0571'HIGHWAY, 18.5 FEET WEST OF A FENCE CORNER, 3.0 FEET SOUTH OF
 FY0571'A POWER LINE POLE, 2.0 FEET EAST OF A METAL WITNESS SIGN, AND
 FY0571'IS ABOUT 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FY0571
 FY0571                          STATION RECOVERY (2001)
 FY0571
 FY0571'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0551 ***********************************************************************
 HW0551  DESIGNATION -  A 445
 HW0551  PID         -  HW0551
 HW0551  STATE/COUNTY-  VA/GREENE
 HW0551  USGS QUAD   -  STANARDSVILLE (1987)
 HW0551
 HW0551                         *CURRENT SURVEY CONTROL
 HW0551  ___________________________________________________________________
 HW0551* NAD 83(1986)-  38 15 42.     (N)    078 24 26.     (W)     SCALED    
 HW0551* NAVD 88     -       205.147  (meters)     673.05   (feet)  ADJUSTED  
 HW0551  ___________________________________________________________________
 HW0551  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW0551  DYNAMIC HT  -         205.004 (meters)     672.58  (feet)  COMP
 HW0551  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 HW0551
 HW0551  VERT ORDER  -  SECOND    CLASS 0
 HW0551
 HW0551.The horizontal coordinates were scaled from a topographic map and have
 HW0551.an estimated accuracy of +/- 6 seconds.
 HW0551
 HW0551.The orthometric height was determined by differential leveling
 HW0551.and adjusted by the National Geodetic Survey in June 1991..
 HW0551
 HW0551.The geoid height was determined by GEOID03.
 HW0551
 HW0551.The dynamic height is computed by dividing the NAVD 88
 HW0551.geopotential number by the normal gravity value computed on the
 HW0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0551.degrees latitude (g = 980.6199 gals.).
 HW0551
 HW0551.The modeled gravity was interpolated from observed gravity values.
 HW0551
 HW0551;                    North         East    Units  Estimated Accuracy
 HW0551;SPC VA N     - 2,066,050.    3,508,120.      MT  (+/- 180 meters Scaled)
 HW0551
 HW0551                          SUPERSEDED SURVEY CONTROL
 HW0551
 HW0551  NGVD 29 (??/??/92)  205.346  (m)          673.71   (f) ADJ UNCH    2 0
 HW0551
 HW0551.Superseded values are not recommended for survey control.
 HW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0551.See file dsdata.txt to determine how the superseded data were derived.
 HW0551
 HW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC268380(NAD 83)
 HW0551_MARKER: DB = BENCH MARK DISK
 HW0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0551_STAMPING: A 445 1965
 HW0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0551+STABILITY: SURFACE MOTION
 HW0551
 HW0551  HISTORY     - Date     Condition        Report By
 HW0551  HISTORY     - 1965     MONUMENTED       CGS
 HW0551
 HW0551                          STATION DESCRIPTION
 HW0551
 HW0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0551'3.3 MI NW FROM RUCKERSVILLE.
 HW0551'ABOUT 3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 HW0551'OF U.S. HIGHWAYS 33 AND 29, IN RUCKERSVILLE, TO THE MARK SET IN
 HW0551'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES, 3.5 MILES SOUTHEAST
 HW0551'OF STANARDSVILLE, 68 FEET NORTH OF A POWER LINE POLE, 25 FEET
 HW0551'WEST OF THE APPROXIMATE CENTER OF HIGHWAY, 12.6 FEET NORTH OF
 HW0551'A FENCE CORNER, 1.0 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A METAL
 HW0551'WITNESS SIGN AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0639 ***********************************************************************
 HW0639  DESIGNATION -  A 446
 HW0639  PID         -  HW0639
 HW0639  STATE/COUNTY-  VA/MADISON
 HW0639  USGS QUAD   -  ROCHELLE (1987)
 HW0639
 HW0639                         *CURRENT SURVEY CONTROL
 HW0639  ___________________________________________________________________
 HW0639* NAD 83(1986)-  38 20 09.     (N)    078 17 41.     (W)     SCALED    
 HW0639* NAVD 88     -       178.604  (meters)     585.97   (feet)  ADJUSTED  
 HW0639  ___________________________________________________________________
 HW0639  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0639  DYNAMIC HT  -         178.482 (meters)     585.57  (feet)  COMP
 HW0639  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 HW0639
 HW0639  VERT ORDER  -  SECOND    CLASS 0
 HW0639
 HW0639.The horizontal coordinates were scaled from a topographic map and have
 HW0639.an estimated accuracy of +/- 6 seconds.
 HW0639
 HW0639.The orthometric height was determined by differential leveling
 HW0639.and adjusted by the National Geodetic Survey in June 1991..
 HW0639
 HW0639.The geoid height was determined by GEOID03.
 HW0639
 HW0639.The dynamic height is computed by dividing the NAVD 88
 HW0639.geopotential number by the normal gravity value computed on the
 HW0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0639.degrees latitude (g = 980.6199 gals.).
 HW0639
 HW0639.The modeled gravity was interpolated from observed gravity values.
 HW0639
 HW0639;                    North         East    Units  Estimated Accuracy
 HW0639;SPC VA N     - 2,074,300.    3,517,950.      MT  (+/- 180 meters Scaled)
 HW0639
 HW0639                          SUPERSEDED SURVEY CONTROL
 HW0639
 HW0639  NGVD 29 (??/??/92)  178.816  (m)          586.67   (f) ADJ UNCH    2 0
 HW0639
 HW0639.Superseded values are not recommended for survey control.
 HW0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0639.See file dsdata.txt to determine how the superseded data were derived.
 HW0639
 HW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC364465(NAD 83)
 HW0639_MARKER: DB = BENCH MARK DISK
 HW0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0639_STAMPING: A 446 1965
 HW0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0639+STABILITY: SURFACE MOTION
 HW0639
 HW0639  HISTORY     - Date     Condition        Report By
 HW0639  HISTORY     - 1965     MONUMENTED       CGS
 HW0639
 HW0639                          STATION DESCRIPTION
 HW0639
 HW0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0639'2.4 MI SW FROM MADISON.
 HW0639'ABOUT 2.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE MADISON
 HW0639'COUNTY HIGH SCHOOL AT THE SOUTH EDGE OF MADISON, TO THE MARK
 HW0639'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES, 150 YARDS
 HW0639'NORTH OF THE NORTH CORNER OF A LARGE BARN WITH SILO, 30 FEET
 HW0639'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY,
 HW0639'2.0 FEET WEST OF A METAL WITNESS SIGN AND 1.5 FEET NORTHWEST OF
 HW0639'A WIRE FENCE AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0418 ***********************************************************************
 GX0418  DESIGNATION -  A 447
 GX0418  PID         -  GX0418
 GX0418  STATE/COUNTY-  VA/GILES
 GX0418  USGS QUAD   -  NARROWS (1985)
 GX0418
 GX0418                         *CURRENT SURVEY CONTROL
 GX0418  ___________________________________________________________________
 GX0418* NAD 83(1986)-  37 22 11.     (N)    080 51 24.     (W)     SCALED    
 GX0418* NAVD 88     -       463.745  (meters)    1521.47   (feet)  ADJUSTED  
 GX0418  ___________________________________________________________________
 GX0418  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GX0418  DYNAMIC HT  -         463.348 (meters)    1520.17  (feet)  COMP
 GX0418  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 GX0418
 GX0418  VERT ORDER  -  SECOND    CLASS 0
 GX0418
 GX0418.The horizontal coordinates were scaled from a topographic map and have
 GX0418.an estimated accuracy of +/- 6 seconds.
 GX0418
 GX0418.The orthometric height was determined by differential leveling
 GX0418.and adjusted by the National Geodetic Survey in June 1991..
 GX0418
 GX0418.The geoid height was determined by GEOID03.
 GX0418
 GX0418.The dynamic height is computed by dividing the NAVD 88
 GX0418.geopotential number by the normal gravity value computed on the
 GX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0418.degrees latitude (g = 980.6199 gals.).
 GX0418
 GX0418.The modeled gravity was interpolated from observed gravity values.
 GX0418
 GX0418;                    North         East    Units  Estimated Accuracy
 GX0418;SPC VA S     - 1,117,620.    3,291,280.      MT  (+/- 180 meters Scaled)
 GX0418
 GX0418                          SUPERSEDED SURVEY CONTROL
 GX0418
 GX0418  NGVD 29 (??/??/92)  463.875  (m)         1521.90   (f) ADJ UNCH    2 0
 GX0418
 GX0418.Superseded values are not recommended for survey control.
 GX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0418.See file dsdata.txt to determine how the superseded data were derived.
 GX0418
 GX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB126358(NAD 83)
 GX0418_MARKER: DB = BENCH MARK DISK
 GX0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0418_SP_SET: OVERPASS
 GX0418_STAMPING: A 447 1965
 GX0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0418
 GX0418  HISTORY     - Date     Condition        Report By
 GX0418  HISTORY     - 1965     MONUMENTED       CGS
 GX0418
 GX0418                          STATION DESCRIPTION
 GX0418
 GX0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0418'0.3 MI E FROM GLEN LYN.
 GX0418'0.3 MILE EAST ALONG THE N AND W RR FROM THE GLEN LYN TOWER
 GX0418'PLANT TO THE MARK SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 GX0418'FIRST LEG NORTH OF THE N AND W RR TRACK OF THE VIRGINIAN RAILROAD
 GX0418'OVERPASS, 37.6 FEET NORTH OF THE NORTH RAIL OF THE N AND W
 GX0418'RR, 8 FEET NORTH OF THE APPROXIMATE CENTER OF AN ASPHALT ROAD
 GX0418'AND IS ABOUT 6 FEET BELOW THE LEVEL OF THE N AND W RR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0576 ***********************************************************************
 FY0576  DESIGNATION -  A 448
 FY0576  PID         -  FY0576
 FY0576  STATE/COUNTY-  VA/HALIFAX
 FY0576  USGS QUAD   -  CLOVER (1988)
 FY0576
 FY0576                         *CURRENT SURVEY CONTROL
 FY0576  ___________________________________________________________________
 FY0576* NAD 83(1986)-  36 50 57.     (N)    078 41 01.     (W)     SCALED    
 FY0576* NAVD 88     -       130.322  (meters)     427.56   (feet)  ADJUSTED  
 FY0576  ___________________________________________________________________
 FY0576  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0576  DYNAMIC HT  -         130.224 (meters)     427.24  (feet)  COMP
 FY0576  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 FY0576
 FY0576  VERT ORDER  -  SECOND    CLASS 0
 FY0576
 FY0576.The horizontal coordinates were scaled from a topographic map and have
 FY0576.an estimated accuracy of +/- 6 seconds.
 FY0576
 FY0576.The orthometric height was determined by differential leveling
 FY0576.and adjusted by the National Geodetic Survey in June 1991..
 FY0576
 FY0576.The geoid height was determined by GEOID03.
 FY0576
 FY0576.The dynamic height is computed by dividing the NAVD 88
 FY0576.geopotential number by the normal gravity value computed on the
 FY0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0576.degrees latitude (g = 980.6199 gals.).
 FY0576
 FY0576.The modeled gravity was interpolated from observed gravity values.
 FY0576
 FY0576;                    North         East    Units  Estimated Accuracy
 FY0576;SPC VA S     - 1,057,260.    3,483,620.      MT  (+/- 180 meters Scaled)
 FY0576
 FY0576                          SUPERSEDED SURVEY CONTROL
 FY0576
 FY0576  NGVD 29 (??/??/92)  130.579  (m)          428.41   (f) ADJ UNCH    2 0
 FY0576
 FY0576.Superseded values are not recommended for survey control.
 FY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0576.See file dsdata.txt to determine how the superseded data were derived.
 FY0576
 FY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA065806(NAD 83)
 FY0576_MARKER: DB = BENCH MARK DISK
 FY0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0576_STAMPING: A 448 1965
 FY0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0576+STABILITY: SURFACE MOTION
 FY0576
 FY0576  HISTORY     - Date     Condition        Report By
 FY0576  HISTORY     - 1965     MONUMENTED       CGS
 FY0576
 FY0576                          STATION DESCRIPTION
 FY0576
 FY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0576'3.5 MI N FROM CLOVER.
 FY0576'3.5 MILES NORTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE
 FY0576'IN CLOVER, 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 5 FEET
 FY0576'EAST OF A 12-INCH PINE TREE, 1.5 FEET SOUTH OF A METAL WITNESS
 FY0576'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND
 FY0576'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0516 ***********************************************************************
 FY0516  DESIGNATION -  A 449
 FY0516  PID         -  FY0516
 FY0516  STATE/COUNTY-  VA/HALIFAX
 FY0516  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0516
 FY0516                         *CURRENT SURVEY CONTROL
 FY0516  ___________________________________________________________________
 FY0516* NAD 83(1986)-  36 41 13.     (N)    078 54 03.     (W)     SCALED    
 FY0516* NAVD 88     -       101.156  (meters)     331.88   (feet)  ADJUSTED  
 FY0516  ___________________________________________________________________
 FY0516  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY0516  DYNAMIC HT  -         101.078 (meters)     331.62  (feet)  COMP
 FY0516  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 FY0516
 FY0516  VERT ORDER  -  SECOND    CLASS 0
 FY0516
 FY0516.The horizontal coordinates were scaled from a topographic map and have
 FY0516.an estimated accuracy of +/- 6 seconds.
 FY0516
 FY0516.The orthometric height was determined by differential leveling
 FY0516.and adjusted by the National Geodetic Survey in June 1991..
 FY0516
 FY0516.The geoid height was determined by GEOID03.
 FY0516
 FY0516.The dynamic height is computed by dividing the NAVD 88
 FY0516.geopotential number by the normal gravity value computed on the
 FY0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0516.degrees latitude (g = 980.6199 gals.).
 FY0516
 FY0516.The modeled gravity was interpolated from observed gravity values.
 FY0516
 FY0516;                    North         East    Units  Estimated Accuracy
 FY0516;SPC VA S     - 1,039,320.    3,464,180.      MT  (+/- 180 meters Scaled)
 FY0516
 FY0516                          SUPERSEDED SURVEY CONTROL
 FY0516
 FY0516  NGVD 29 (??/??/92)  101.429  (m)          332.77   (f) ADJ UNCH    2 0
 FY0516
 FY0516.Superseded values are not recommended for survey control.
 FY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0516.See file dsdata.txt to determine how the superseded data were derived.
 FY0516
 FY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA875621(NAD 83)
 FY0516_MARKER: DB = BENCH MARK DISK
 FY0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0516_SP_SET: CONCRETE
 FY0516_STAMPING: A 449 1965
 FY0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0516
 FY0516  HISTORY     - Date     Condition        Report By
 FY0516  HISTORY     - 1965     MONUMENTED       CGS
 FY0516  HISTORY     - 1966     GOOD             NGS
 FY0516  HISTORY     - 1985     GOOD             USPSQD
 FY0516
 FY0516                          STATION DESCRIPTION
 FY0516
 FY0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0516'AT RIVERDALE.
 FY0516'AT RIVERDALE, WHICH IS AT THE SOUTH EDGE OF SOUTH BOSTON, SET
 FY0516'IN THE TOP OF THE SOUTH CONCRETE BASE OF A LARGE OVERHEAD
 FY0516'HIGHWAY DIRECTION SIGN, 320 FEET WEST OF THE JUNCTION OF U.S.
 FY0516'HIGHWAYS 501, AND 58, 8.4 FEET SOUTH OF SOUTH CURB OF U.S.
 FY0516'HIGHWAY 58, 31.8 FEET EAST OF POWER LINE POLE NO. 1.1 FEET WEST
 FY0516'OF THE EAST END OF CONCRETE BASE, AND IS ABOUT 3 FEET ABOVE
 FY0516'THE LEVEL OF THE HIGHWAY.
 FY0516
 FY0516                          STATION RECOVERY (1985)
 FY0516
 FY0516'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3580 ***********************************************************************
 HV3580  DESIGNATION -  A 45
 HV3580  PID         -  HV3580
 HV3580  STATE/COUNTY-  VA/FAUQUIER
 HV3580  USGS QUAD   -  MARSHALL (1983)
 HV3580
 HV3580                         *CURRENT SURVEY CONTROL
 HV3580  ___________________________________________________________________
 HV3580* NAD 83(1986)-  38 51 49.     (N)    077 46 33.     (W)     SCALED    
 HV3580* NAVD 88     -       179.161  (meters)     587.80   (feet)  ADJUSTED  
 HV3580  ___________________________________________________________________
 HV3580  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3580  DYNAMIC HT  -         179.055 (meters)     587.45  (feet)  COMP
 HV3580  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 HV3580
 HV3580  VERT ORDER  -  SECOND    CLASS 0
 HV3580
 HV3580.The horizontal coordinates were scaled from a topographic map and have
 HV3580.an estimated accuracy of +/- 6 seconds.
 HV3580
 HV3580.The orthometric height was determined by differential leveling
 HV3580.and adjusted by the National Geodetic Survey in June 1991..
 HV3580
 HV3580.The geoid height was determined by GEOID03.
 HV3580
 HV3580.The dynamic height is computed by dividing the NAVD 88
 HV3580.geopotential number by the normal gravity value computed on the
 HV3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3580.degrees latitude (g = 980.6199 gals.).
 HV3580
 HV3580.The modeled gravity was interpolated from observed gravity values.
 HV3580
 HV3580;                    North         East    Units  Estimated Accuracy
 HV3580;SPC VA N     - 2,133,110.    3,562,850.      MT  (+/- 180 meters Scaled)
 HV3580
 HV3580                          SUPERSEDED SURVEY CONTROL
 HV3580
 HV3580  NGVD 29 (??/??/??)  179.375  (m)          588.50   (f) ADJUSTED    2 0
 HV3580
 HV3580.Superseded values are not recommended for survey control.
 HV3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3580.See file dsdata.txt to determine how the superseded data were derived.
 HV3580
 HV3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ591053(NAD 83)
 HV3580_MARKER: DB = BENCH MARK DISK
 HV3580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3580_SP_SET: MANHOLE FOUNDATION
 HV3580_STAMPING: 588.168 A 45 1934
 HV3580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3580
 HV3580  HISTORY     - Date     Condition        Report By
 HV3580  HISTORY     - 1934     MONUMENTED       CGS
 HV3580  HISTORY     - 1960     GOOD             CGS
 HV3580
 HV3580                          STATION DESCRIPTION
 HV3580
 HV3580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3580'AT THE PLAINS.
 HV3580'AT THE PLAINS, FAUQUIER COUNTY, ON THE SOUTHERN RAILWAY, ON
 HV3580'THE NORTH SIDE OF THE STATION, 6.7 FEET EAST OF THE NORTHWEST
 HV3580'CORNER, 17 FEET SOUTH OF THE SOUTH RAIL, AND IN THE TOP OF
 HV3580'THE CONCRETE FOUNDATION OF A MANHOLE.  A STANDARD DISK, STAMPED
 HV3580'588.168 A 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0086 ***********************************************************************
 FY0086  DESIGNATION -  A 450
 FY0086  PID         -  FY0086
 FY0086  STATE/COUNTY-  VA/MECKLENBURG
 FY0086  USGS QUAD   -  BOYDTON (1990)
 FY0086
 FY0086                         *CURRENT SURVEY CONTROL
 FY0086  ___________________________________________________________________
 FY0086* NAD 83(1986)-  36 39 16.     (N)    078 27 18.     (W)     SCALED    
 FY0086* NAVD 88     -        98.600  (meters)     323.49   (feet)  ADJUSTED  
 FY0086  ___________________________________________________________________
 FY0086  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FY0086  DYNAMIC HT  -          98.526 (meters)     323.25  (feet)  COMP
 FY0086  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 FY0086
 FY0086  VERT ORDER  -  SECOND    CLASS 0
 FY0086
 FY0086.The horizontal coordinates were scaled from a topographic map and have
 FY0086.an estimated accuracy of +/- 6 seconds.
 FY0086
 FY0086.The orthometric height was determined by differential leveling
 FY0086.and adjusted by the National Geodetic Survey in June 1991..
 FY0086
 FY0086.The geoid height was determined by GEOID03.
 FY0086
 FY0086.The dynamic height is computed by dividing the NAVD 88
 FY0086.geopotential number by the normal gravity value computed on the
 FY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0086.degrees latitude (g = 980.6199 gals.).
 FY0086
 FY0086.The modeled gravity was interpolated from observed gravity values.
 FY0086
 FY0086;                    North         East    Units  Estimated Accuracy
 FY0086;SPC VA S     - 1,035,640.    3,504,020.      MT  (+/- 180 meters Scaled)
 FY0086
 FY0086                          SUPERSEDED SURVEY CONTROL
 FY0086
 FY0086  NGVD 29 (??/??/92)   98.869  (m)          324.37   (f) ADJ UNCH    2 0
 FY0086
 FY0086.Superseded values are not recommended for survey control.
 FY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0086.See file dsdata.txt to determine how the superseded data were derived.
 FY0086
 FY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA274595(NAD 83)
 FY0086_MARKER: DB = BENCH MARK DISK
 FY0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0086_SP_SET: BRIDGE
 FY0086_STAMPING: A 450 1966
 FY0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0086
 FY0086  HISTORY     - Date     Condition        Report By
 FY0086  HISTORY     - 1966     MONUMENTED       CGS
 FY0086  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0086
 FY0086                          STATION DESCRIPTION
 FY0086
 FY0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0086'4 MI W FROM BOYDTON.
 FY0086'4.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0086'BOYDTON, 6.0 MILES EAST OF CLARKSVILLE, 30 FEET NORTH OF TELEPHONE
 FY0086'POLE J2-20-L112, 18 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 FY0086'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER BUGGS
 FY0086'ISLAND LAKE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0086
 FY0086                          STATION RECOVERY (2005)
 FY0086
 FY0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0086'BRIDGE HAS BEEN REPLACED AND MAR IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1590 ***********************************************************************
 FX1590  DESIGNATION -  A 451
 FX1590  PID         -  FX1590
 FX1590  STATE/COUNTY-  VA/GREENSVILLE
 FX1590  USGS QUAD   -  EMPORIA (1986)
 FX1590
 FX1590                         *CURRENT SURVEY CONTROL
 FX1590  ___________________________________________________________________
 FX1590* NAD 83(1986)-  36 43 54.     (N)    077 36 30.     (W)     SCALED    
 FX1590* NAVD 88     -        47.059  (meters)     154.39   (feet)  ADJUSTED  
 FX1590  ___________________________________________________________________
 FX1590  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 FX1590  DYNAMIC HT  -          47.023 (meters)     154.27  (feet)  COMP
 FX1590  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 FX1590
 FX1590  VERT ORDER  -  SECOND    CLASS 0
 FX1590
 FX1590.The horizontal coordinates were scaled from a topographic map and have
 FX1590.an estimated accuracy of +/- 6 seconds.
 FX1590
 FX1590.The orthometric height was determined by differential leveling
 FX1590.and adjusted by the National Geodetic Survey in June 1991..
 FX1590
 FX1590.The geoid height was determined by GEOID03.
 FX1590
 FX1590.The dynamic height is computed by dividing the NAVD 88
 FX1590.geopotential number by the normal gravity value computed on the
 FX1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1590.degrees latitude (g = 980.6199 gals.).
 FX1590
 FX1590.The modeled gravity was interpolated from observed gravity values.
 FX1590
 FX1590;                    North         East    Units  Estimated Accuracy
 FX1590;SPC VA S     - 1,044,580.    3,579,650.      MT  (+/- 180 meters Scaled)
 FX1590
 FX1590                          SUPERSEDED SURVEY CONTROL
 FX1590
 FX1590  NGVD 29 (??/??/92)   47.426  (m)          155.60   (f) ADJ UNCH    2 0
 FX1590
 FX1590.Superseded values are not recommended for survey control.
 FX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1590.See file dsdata.txt to determine how the superseded data were derived.
 FX1590
 FX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF670682(NAD 83)
 FX1590_MARKER: DB = BENCH MARK DISK
 FX1590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1590_SP_SET: BRIDGE
 FX1590_STAMPING: A 451 1966
 FX1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1590
 FX1590  HISTORY     - Date     Condition        Report By
 FX1590  HISTORY     - 1966     MONUMENTED       CGS
 FX1590
 FX1590                          STATION DESCRIPTION
 FX1590
 FX1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1590'3.8 MI W FROM EMPORIA.
 FX1590'ABOUT 3.8 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1590'OF U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE
 FX1590'OF EMPORIA, 22 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET
 FX1590'IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE AND IS ABOUT
 FX1590'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0122 ***********************************************************************
 FX0122  DESIGNATION -  A 452
 FX0122  PID         -  FX0122
 FX0122  STATE/COUNTY-  VA/C OF NORFOLK
 FX0122  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0122
 FX0122                         *CURRENT SURVEY CONTROL
 FX0122  ___________________________________________________________________
 FX0122* NAD 83(1986)-  36 53 14.     (N)    076 18 11.     (W)     SCALED    
 FX0122* NAVD 88     -         3.243  (meters)      10.64   (feet)  ADJUSTED  
 FX0122  ___________________________________________________________________
 FX0122  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FX0122  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 FX0122  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 FX0122
 FX0122  VERT ORDER  -  FIRST     CLASS I
 FX0122
 FX0122.The horizontal coordinates were scaled from a topographic map and have
 FX0122.an estimated accuracy of +/- 6 seconds.
 FX0122
 FX0122.The orthometric height was determined by differential leveling
 FX0122.and adjusted by the National Geodetic Survey in June 1991..
 FX0122
 FX0122.The geoid height was determined by GEOID03.
 FX0122
 FX0122.The dynamic height is computed by dividing the NAVD 88
 FX0122.geopotential number by the normal gravity value computed on the
 FX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0122.degrees latitude (g = 980.6199 gals.).
 FX0122
 FX0122.The modeled gravity was interpolated from observed gravity values.
 FX0122
 FX0122;                    North         East    Units  Estimated Accuracy
 FX0122;SPC VA S     - 1,063,750.    3,695,820.      MT  (+/- 180 meters Scaled)
 FX0122
 FX0122                          SUPERSEDED SURVEY CONTROL
 FX0122
 FX0122  NGVD 29 (??/??/92)    3.486  (m)           11.44   (f) ADJ UNCH    1 1
 FX0122
 FX0122.Superseded values are not recommended for survey control.
 FX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0122.See file dsdata.txt to determine how the superseded data were derived.
 FX0122
 FX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF838831(NAD 83)
 FX0122_MARKER: DB = BENCH MARK DISK
 FX0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0122_SP_SET: BUILDING
 FX0122_STAMPING: A 452 1968
 FX0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0122+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0122
 FX0122  HISTORY     - Date     Condition        Report By
 FX0122  HISTORY     - 1968     MONUMENTED       CGS
 FX0122  HISTORY     - 1971     GOOD             NGS
 FX0122  HISTORY     - 19981003 GOOD             USPSQD
 FX0122  HISTORY     - 20030913 GOOD             USPSQD
 FX0122  HISTORY     - 20060216 GOOD             USPSQD
 FX0122
 FX0122                          STATION DESCRIPTION
 FX0122
 FX0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0122'AT NORFOLK.
 FX0122'AT NORFOLK, AT OLD DOMINION UNIVERSITY, ABOUT 0.95 MILE NORTH
 FX0122'ALONG HAMPTON BOULEVARD FROM THE UNDERPASS FOR THE NORFOLK
 FX0122'AND WESTERN RAILWAY, SET IN THE TOP OF THE GRANITE FLOOR OF
 FX0122'THE PATIO AT THE EXTREME SOUTHEAST CORNER OF THE HUGHES
 FX0122'LIBRARY, 276 FEET WEST OF THE WEST CURB OF THE WEST LANES OF
 FX0122'HAMPTON BOULEVARD, 48 FEET NORTH OF THE EXTENDED CENTER LINE
 FX0122'OF 48TH STREET, 2.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FX0122'A STONE COLUMN AT THE SOUTHEAST CORNER OF THE PATIO, AND ABOUT
 FX0122'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE RESIDENT
 FX0122'ARCHITECT AT THE UNIVERSITY, MR. HERBERT GYEZ, INFORMED THIS
 FX0122'PARTY THAT THE LIBRARY BUILDING WAS BUILT ON PILING THAT
 FX0122'WERE DRIVEN 60 TO 80 FEET IN THE GROUND.
 FX0122
 FX0122                          STATION RECOVERY (1998)
 FX0122
 FX0122'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0122'RECOVERED IN GOOD CONDITION.
 FX0122
 FX0122                          STATION RECOVERY (2003)
 FX0122
 FX0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0122'NOTE  THE HUGHES LIBRARY IS NOW NAMED HUGHES HALL
 FX0122
 FX0122                          STATION RECOVERY (2006)
 FX0122
 FX0122'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0447 ***********************************************************************
 GV0447  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0447  DESIGNATION -  A 453
 GV0447  PID         -  GV0447
 GV0447  STATE/COUNTY-  VA/SURRY
 GV0447  USGS QUAD   -  CLAREMONT (1986)
 GV0447
 GV0447                         *CURRENT SURVEY CONTROL
 GV0447  ___________________________________________________________________
 GV0447* NAD 83(1986)-  37 13 51.     (N)    076 57 08.     (W)     SCALED    
 GV0447* NAVD 88     -         0.973  (meters)       3.19   (feet)  ADJUSTED  
 GV0447  ___________________________________________________________________
 GV0447  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV0447  DYNAMIC HT  -           0.972 (meters)       3.19  (feet)  COMP
 GV0447  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 GV0447
 GV0447  VERT ORDER  -  FIRST     CLASS I
 GV0447
 GV0447.The horizontal coordinates were scaled from a topographic map and have
 GV0447.an estimated accuracy of +/- 6 seconds.
 GV0447
 GV0447.The orthometric height was determined by differential leveling
 GV0447.and adjusted by the National Geodetic Survey in June 1991..
 GV0447
 GV0447.This Tidal Bench Mark is designated as VM 3459
 GV0447.by the Center for Operational Oceanographic Products and Services.
 GV0447
 GV0447.The geoid height was determined by GEOID03.
 GV0447
 GV0447.The dynamic height is computed by dividing the NAVD 88
 GV0447.geopotential number by the normal gravity value computed on the
 GV0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0447.degrees latitude (g = 980.6199 gals.).
 GV0447
 GV0447.The modeled gravity was interpolated from observed gravity values.
 GV0447
 GV0447;                    North         East    Units  Estimated Accuracy
 GV0447;SPC VA S     - 1,100,730.    3,637,340.      MT  (+/- 180 meters Scaled)
 GV0447
 GV0447                          SUPERSEDED SURVEY CONTROL
 GV0447
 GV0447  NGVD 29 (??/??/??)    1.207  (m)            3.96   (f) ADJUSTED    1 1
 GV0447
 GV0447.Superseded values are not recommended for survey control.
 GV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0447.See file dsdata.txt to determine how the superseded data were derived.
 GV0447
 GV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG268222(NAD 83)
 GV0447_MARKER: DB = BENCH MARK DISK
 GV0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0447_SP_SET: 72 FEET
 GV0447_STAMPING: A 453 1971
 GV0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0447+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0447
 GV0447  HISTORY     - Date     Condition        Report By
 GV0447  HISTORY     - 1971     MONUMENTED       NGS
 GV0447  HISTORY     - 19970308 GOOD             USPSQD
 GV0447  HISTORY     - 20020223 GOOD             USPSQD
 GV0447
 GV0447                          STATION DESCRIPTION
 GV0447
 GV0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0447'0.9 MI E FROM CLAREMONT.
 GV0447'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD NO. T 613 FROM THE POST
 GV0447'OFFICE AT CLAREMONT, THENCE 0.2 MILE SOUTHEAST ALONG COUNTY ROAD
 GV0447'NO. T 1202, AT CLAREMONT BEACH, ALONG THE SOUTH BANK OF THE JAMES
 GV0447'RIVER, NEAR THE CENTER OF A CIRCLE AT END OF ROAD, 137 FEET
 GV0447'SOUTHWEST OF THE HIGH WATER LINE OF THE JAMES RIVER, 67 FEET
 GV0447'SOUTHEAST OF AND ACROSS THE ROAD ALONG THE NORTHWEST SIDE OF THE
 GV0447'CIRCLE FROM THE EAST CORNER OF A CONCRETE BLOCK HOUSE, 35 FEET
 GV0447'NORTH OF A 24-INCH OAK TREE, 47 FEET NORTHWEST OF THE CENTER OF
 GV0447'THE ROAD ALONG THE SOUTHEAST SIDE OF THE CIRCLE, 37 FEET SOUTHEAST
 GV0447'OF THE CENTER LINE OF THE ROAD ALONG THE NORTHWEST SIDE OF THE
 GV0447'CIRCLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 101.5 FEET
 GV0447'SOUTHEAST OF TIDAL NO. 7 DESCRIBED, ABOUT LEVEL WITH THE ROADS
 GV0447'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 GV0447'THE GROUND AND ENCASED IN A 4 INCH METAL PIPE WHICH PROJECTS 2
 GV0447'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 GV0447'DEPTH OF 72 FEET.
 GV0447
 GV0447                          STATION RECOVERY (1997)
 GV0447
 GV0447'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0447'RECOVERED IN GOOD CONDITION.
 GV0447
 GV0447                          STATION RECOVERY (2002)
 GV0447
 GV0447'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0454 ***********************************************************************
 GV0454  DESIGNATION -  A 454
 GV0454  PID         -  GV0454
 GV0454  STATE/COUNTY-  VA/CHARLES CITY
 GV0454  USGS QUAD   -  CLAREMONT (1986)
 GV0454
 GV0454                         *CURRENT SURVEY CONTROL
 GV0454  ___________________________________________________________________
 GV0454* NAD 83(1986)-  37 14 58.     (N)    076 57 01.     (W)     SCALED    
 GV0454* NAVD 88     -         5.703  (meters)      18.71   (feet)  ADJUSTED  
 GV0454  ___________________________________________________________________
 GV0454  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV0454  DYNAMIC HT  -           5.699 (meters)      18.70  (feet)  COMP
 GV0454  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 GV0454
 GV0454  VERT ORDER  -  FIRST     CLASS I
 GV0454
 GV0454.The horizontal coordinates were scaled from a topographic map and have
 GV0454.an estimated accuracy of +/- 6 seconds.
 GV0454
 GV0454.The orthometric height was determined by differential leveling
 GV0454.and adjusted by the National Geodetic Survey in June 1991..
 GV0454
 GV0454.The geoid height was determined by GEOID03.
 GV0454
 GV0454.The dynamic height is computed by dividing the NAVD 88
 GV0454.geopotential number by the normal gravity value computed on the
 GV0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0454.degrees latitude (g = 980.6199 gals.).
 GV0454
 GV0454.The modeled gravity was interpolated from observed gravity values.
 GV0454
 GV0454;                    North         East    Units  Estimated Accuracy
 GV0454;SPC VA S     - 1,102,790.    3,637,480.      MT  (+/- 180 meters Scaled)
 GV0454
 GV0454                          SUPERSEDED SURVEY CONTROL
 GV0454
 GV0454  NGVD 29 (??/??/??)    5.937  (m)           19.48   (f) ADJUSTED    1 1
 GV0454
 GV0454.Superseded values are not recommended for survey control.
 GV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0454.See file dsdata.txt to determine how the superseded data were derived.
 GV0454
 GV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG270243(NAD 83)
 GV0454_MARKER: DB = BENCH MARK DISK
 GV0454_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0454+WITH SETTING: INTO GROUND
 GV0454_STAMPING: A 454 1971
 GV0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0454+STABILITY: SURFACE MOTION
 GV0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0454+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0454
 GV0454  HISTORY     - Date     Condition        Report By
 GV0454  HISTORY     - 1971     MONUMENTED       NGS
 GV0454  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0454  HISTORY     - 20000927 GOOD             USPSQD
 GV0454  HISTORY     - 20010331 GOOD             NGS
 GV0454
 GV0454                          STATION DESCRIPTION
 GV0454
 GV0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0454'18.4 MI SW FROM WILLIAMSBURG.
 GV0454'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0454'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 12.7 MILES
 GV0454'WEST ALONG STATE HIGHWAY 5, THENCE 2.55 MILES SOUTHWEST ALONG
 GV0454'COUNTY ROAD 623, THENCE 1.55 MILES SOUTHWEST ALONG COUNTY ROAD
 GV0454'613, ABOUT 0.8 MILE NORTHWEST OF THE JOHN SMITH HOUSE AT SANDY
 GV0454'POINT, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET
 GV0454'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD THAT LEADS TO
 GV0454'THE STANLEY J. HULA, SR. FARM, 86 1/2 FEET NORTHEAST OF A 15-INCH
 GV0454'CEDAR TREE, 6 1/2 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE,
 GV0454'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE PRIVATE ROAD, AND ON
 GV0454'THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL
 GV0454'BASE PLATE.  THE DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND
 GV0454'AND IS ENCASED IN A 4-INCH ORANGEBURG PIPE THAT IS 1 INCH BELOW
 GV0454'THE SURFACE OF THE GROUND.  NOTE-- ALSO 0.8 FOOT NORTHWEST OF A
 GV0454'METAL WITNESS POST.
 GV0454
 GV0454                          STATION RECOVERY (1996)
 GV0454
 GV0454'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0454'MARK NOT FOUND.
 GV0454
 GV0454                          STATION RECOVERY (2000)
 GV0454
 GV0454'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0454'RECOVERED IN GOOD CONDITION.
 GV0454
 GV0454                          STATION RECOVERY (2001)
 GV0454
 GV0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0454'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0163 ***********************************************************************
 GV0163  DESIGNATION -  A 455
 GV0163  PID         -  GV0163
 GV0163  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0163  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0163
 GV0163                         *CURRENT SURVEY CONTROL
 GV0163  ___________________________________________________________________
 GV0163* NAD 83(1986)-  37 05 34.     (N)    076 29 28.     (W)     SCALED    
 GV0163* NAVD 88     -        10.271  (meters)      33.70   (feet)  ADJUSTED  
 GV0163  ___________________________________________________________________
 GV0163  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 GV0163  DYNAMIC HT  -          10.263 (meters)      33.67  (feet)  COMP
 GV0163  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GV0163  OBS GRAVITY -     979,891.3   (mgal)                       GRAV_OBS
 GV0163
 GV0163  VERT ORDER  -  FIRST     CLASS I
 GV0163
 GV0163.The horizontal coordinates were scaled from a topographic map and have
 GV0163.an estimated accuracy of +/- 6 seconds.
 GV0163
 GV0163.The orthometric height was determined by differential leveling
 GV0163.and adjusted by the National Geodetic Survey in June 1991..
 GV0163
 GV0163.The geoid height was determined by GEOID03.
 GV0163
 GV0163.The dynamic height is computed by dividing the NAVD 88
 GV0163.geopotential number by the normal gravity value computed on the
 GV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0163.degrees latitude (g = 980.6199 gals.).
 GV0163
 GV0163.The modeled gravity was interpolated from observed gravity values.
 GV0163.The observed gravity was obtained from relative gravimeter ties
 GV0163.to the IGSN71 gravity network.
 GV0163
 GV0163;                    North         East    Units  Estimated Accuracy
 GV0163;SPC VA S     - 1,086,180.    3,678,580.      MT  (+/- 180 meters Scaled)
 GV0163
 GV0163                          SUPERSEDED SURVEY CONTROL
 GV0163
 GV0163  NGVD 29 (??/??/??)   10.510  (m)           34.48   (f) ADJUSTED    1 1
 GV0163
 GV0163.Superseded values are not recommended for survey control.
 GV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0163.See file dsdata.txt to determine how the superseded data were derived.
 GV0163
 GV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG674062(NAD 83)
 GV0163_MARKER: DB = BENCH MARK DISK
 GV0163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0163+WITH SETTING: INTO GROUND
 GV0163_STAMPING: A 455 1971
 GV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0163+STABILITY: SURFACE MOTION
 GV0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0163+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 GV0163
 GV0163  HISTORY     - Date     Condition        Report By
 GV0163  HISTORY     - 1971     MONUMENTED       NGS
 GV0163  HISTORY     - 1978     GOOD             DMA
 GV0163  HISTORY     - 1988     GOOD             USPSQD
 GV0163  HISTORY     - 1989     GOOD             USPSQD
 GV0163  HISTORY     - 1990     GOOD             USPSQD
 GV0163  HISTORY     - 20030531 GOOD             GEOCAC
 GV0163
 GV0163                          STATION DESCRIPTION
 GV0163
 GV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0163'AT NEWPORT NEWS.
 GV0163'AT NEWPORT NEWS, ABOUT 0.95 MILE SOUTHEAST ALONG THE CHESAPEAKE
 GV0163'AND OHIO RAILWAY FROM THE CROSSING OF OYSTER POINT ROAD AT OYSTER
 GV0163'POINT (A SUBURB OF NEWPORT NEWS), 169.0 FEET SOUTHWEST OF THE
 GV0163'SOUTHWEST RAIL OF SOUTHWEST TRACK, 66 FEET WEST OF THE CENTER LINE
 GV0163'OF U.S. HIGHWAY 60 (WARWICK BLVD), 20 FEET NORTH OF THE CENTER
 GV0163'LINE OF THE MAIN ENTRANCE TO THE PENINSULA MEMORIAL PARK CEMETERY,
 GV0163'1.1 FEET NORTH OF THE NORTH FACE OF A BRICK PILLAR, 0.4 FOOT EAST
 GV0163'OF A STEEL PICKET FENCE, AT THE SOUTHEAST END OF A SMALL SHRUBBERY
 GV0163'GARDEN, 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 GV0163'4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 GV0163'THE DISK IS LEVEL WITH THE GROUND AND ENCASED IN A 4 INCH CONCRETE
 GV0163'PIPE WHICH IS FLUSH WITH THE GROUND.
 GV0163
 GV0163                          STATION RECOVERY (1978)
 GV0163
 GV0163'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0163'RECOVERED IN GOOD CONDITION.
 GV0163
 GV0163                          STATION RECOVERY (1988)
 GV0163
 GV0163'RECOVERY NOTE BY US POWER SQUADRON 1988 (ARF)
 GV0163'RECOVERED IN GOOD CONDITION.
 GV0163
 GV0163                          STATION RECOVERY (1989)
 GV0163
 GV0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0163'RECOVERED IN GOOD CONDITION.
 GV0163
 GV0163                          STATION RECOVERY (1990)
 GV0163
 GV0163'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHF)
 GV0163'RECOVERED IN GOOD CONDITION.
 GV0163
 GV0163                          STATION RECOVERY (2003)
 GV0163
 GV0163'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV0163'CONSUMER GRADE HANDHELD GPS COORDINATES
 GV0163'37 05 36.4 (N) 076 29 46.0 (W)
 GV0163'THIS DIFFERS FROM PUBLISHED LOCATION BY APPROXIMATELY .25 MILES
 GV0163' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0833 ***********************************************************************
 GV0833  DESIGNATION -  A 456
 GV0833  PID         -  GV0833
 GV0833  STATE/COUNTY-  VA/NEW KENT
 GV0833  USGS QUAD   -  WEST POINT (1986)
 GV0833
 GV0833                         *CURRENT SURVEY CONTROL
 GV0833  ___________________________________________________________________
 GV0833* NAD 83(1986)-  37 30 51.     (N)    076 49 14.     (W)     SCALED    
 GV0833* NAVD 88     -         2.420  (meters)       7.94   (feet)  ADJUSTED  
 GV0833  ___________________________________________________________________
 GV0833  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 GV0833  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 GV0833  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 GV0833  OBS GRAVITY -     979,938.6   (mgal)                       GRAV_OBS
 GV0833
 GV0833  VERT ORDER  -  FIRST     CLASS I
 GV0833
 GV0833.The horizontal coordinates were scaled from a topographic map and have
 GV0833.an estimated accuracy of +/- 6 seconds.
 GV0833
 GV0833.The orthometric height was determined by differential leveling
 GV0833.and adjusted by the National Geodetic Survey in June 1991..
 GV0833
 GV0833.The geoid height was determined by GEOID03.
 GV0833
 GV0833.The dynamic height is computed by dividing the NAVD 88
 GV0833.geopotential number by the normal gravity value computed on the
 GV0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0833.degrees latitude (g = 980.6199 gals.).
 GV0833
 GV0833.The modeled gravity was interpolated from observed gravity values.
 GV0833.The observed gravity was obtained from relative gravimeter ties
 GV0833.to the IGSN71 gravity network.
 GV0833
 GV0833;                    North         East    Units  Estimated Accuracy
 GV0833;SPC VA S     - 1,132,360.    3,648,460.      MT  (+/- 180 meters Scaled)
 GV0833
 GV0833                          SUPERSEDED SURVEY CONTROL
 GV0833
 GV0833  NGVD 29 (??/??/??)    2.655  (m)            8.71   (f) ADJUSTED    1 1
 GV0833
 GV0833.Superseded values are not recommended for survey control.
 GV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0833.See file dsdata.txt to determine how the superseded data were derived.
 GV0833
 GV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG391534(NAD 83)
 GV0833_MARKER: DB = BENCH MARK DISK
 GV0833_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0833+WITH SETTING: INTO GROUND
 GV0833_STAMPING: A 456 1971
 GV0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0833+STABILITY: SURFACE MOTION
 GV0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0833+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV0833
 GV0833  HISTORY     - Date     Condition        Report By
 GV0833  HISTORY     - 1971     MONUMENTED       NGS
 GV0833  HISTORY     - 1978     GOOD             DMA
 GV0833  HISTORY     - 1990     GOOD             USPSQD
 GV0833  HISTORY     - 19960520 GOOD             USPSQD
 GV0833  HISTORY     - 20001216 GOOD             USPSQD
 GV0833  HISTORY     - 20010331 GOOD             NGS
 GV0833  HISTORY     - 20050307 GOOD             USPSQD
 GV0833
 GV0833                          STATION DESCRIPTION
 GV0833
 GV0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0833'3 MI SW FROM WEST POINT.
 GV0833'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0833'WEST POINT, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 30
 GV0833'AND 33, THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY 30, ABOUT 250
 GV0833'YARDS NORTHEAST ALONG COUNTY ROAD 636 FROM THE CENTER LINE OF
 GV0833'STATE HIGHWAY 30, AT THE JUNCTION OF COUNTY ROAD 636 AND 646,
 GV0833'39 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 GV0833'THE COUNTY ROADS, 42.3 FEET NORTH OF AND ACROSS COUNTY ROAD 636
 GV0833'FROM UNDERGROUND TELEPHONE CABLE MARKER NO. 19-1, 22 1/2 FEET
 GV0833'NORTH OF THE CENTER LINE OF COUNTY ROAD 636, 19 1/2 FEET EAST
 GV0833'OF AN 18 INCH TREE, 10 1/2 FEET SOUTHEAST OF TELEPHONE POLE
 GV0833'NO. 19, 1 FOOT SOUTH OF A FENCE LINE, 0.5 FOOT WEST OF A METAL
 GV0833'WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE ROADS AND ON THE TOP
 GV0833'OF A 4 FOOT COPPER COATED STEEL ROD WHICH IS ATTACHED TO A METAL
 GV0833'BASE PLATE.  THE DISK IS LEVEL WITH THE GROUND AND PROTECTED BY
 GV0833'A 6 INCH CONCRETE PIPE WHICH IS FLUSH WITH THE GROUND.
 GV0833
 GV0833                          STATION RECOVERY (1978)
 GV0833
 GV0833'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0833'RECOVERED IN GOOD CONDITION.
 GV0833
 GV0833                          STATION RECOVERY (1990)
 GV0833
 GV0833'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0833'RECOVERED IN GOOD CONDITION.
 GV0833
 GV0833                          STATION RECOVERY (1996)
 GV0833
 GV0833'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0833'RECOVERED IN GOOD CONDITION.
 GV0833
 GV0833                          STATION RECOVERY (2000)
 GV0833
 GV0833'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0833'RECOVERED IN GOOD CONDITION.
 GV0833
 GV0833                          STATION RECOVERY (2001)
 GV0833
 GV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0833'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0833
 GV0833                          STATION RECOVERY (2005)
 GV0833
 GV0833'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0573 ***********************************************************************
 GV0573  DESIGNATION -  A 457
 GV0573  PID         -  GV0573
 GV0573  STATE/COUNTY-  VA/GLOUCESTER
 GV0573  USGS QUAD   -  GLOUCESTER (1986)
 GV0573
 GV0573                         *CURRENT SURVEY CONTROL
 GV0573  ___________________________________________________________________
 GV0573* NAD 83(1986)-  37 24 39.     (N)    076 31 08.     (W)     SCALED    
 GV0573* NAVD 88     -         9.188  (meters)      30.14   (feet)  ADJUSTED  
 GV0573  ___________________________________________________________________
 GV0573  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV0573  DYNAMIC HT  -           9.182 (meters)      30.12  (feet)  COMP
 GV0573  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 GV0573
 GV0573  VERT ORDER  -  FIRST     CLASS I
 GV0573
 GV0573.The horizontal coordinates were scaled from a topographic map and have
 GV0573.an estimated accuracy of +/- 6 seconds.
 GV0573
 GV0573.The orthometric height was determined by differential leveling
 GV0573.and adjusted by the National Geodetic Survey in June 1991..
 GV0573
 GV0573.The geoid height was determined by GEOID03.
 GV0573
 GV0573.The dynamic height is computed by dividing the NAVD 88
 GV0573.geopotential number by the normal gravity value computed on the
 GV0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0573.degrees latitude (g = 980.6199 gals.).
 GV0573
 GV0573.The modeled gravity was interpolated from observed gravity values.
 GV0573
 GV0573;                    North         East    Units  Estimated Accuracy
 GV0573;SPC VA S     - 1,121,420.    3,675,370.      MT  (+/- 180 meters Scaled)
 GV0573
 GV0573                          SUPERSEDED SURVEY CONTROL
 GV0573
 GV0573  NGVD 29 (??/??/??)    9.428  (m)           30.93   (f) ADJUSTED    1 1
 GV0573
 GV0573.Superseded values are not recommended for survey control.
 GV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0573.See file dsdata.txt to determine how the superseded data were derived.
 GV0573
 GV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG655415(NAD 83)
 GV0573_MARKER: DB = BENCH MARK DISK
 GV0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0573_SP_SET: 80 FEET
 GV0573_STAMPING: A 457 1971
 GV0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0573
 GV0573  HISTORY     - Date     Condition        Report By
 GV0573  HISTORY     - 1971     MONUMENTED       NGS
 GV0573  HISTORY     - 1987     GOOD             USPSQD
 GV0573  HISTORY     - 19970129 GOOD             USPSQD
 GV0573  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0573
 GV0573                          STATION DESCRIPTION
 GV0573
 GV0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0573'AT GLOUCESTER.
 GV0573'AT GLOUCESTER, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 17 FROM
 GV0573'THE POST OFFICE, 138 YARDS SOUTH OF THE CENTER LINE OF U.S.
 GV0573'HIGHWAY 17, 109 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GV0573'LARGE CONCRETE BLOCK BUILDING WHICH HOUSES AN A AND P MARKET AND
 GV0573'OTHER STORES IN A SHOPPING CENTER, 85 FEET SOUTH OF THE SOUTHWEST
 GV0573'CORNER OF THE SOUTHERN STATES COOP STORE, AT THE SOUTHWEST CORNER
 GV0573'OF A CHAIN-LINK FENCE WHICH SURROUNDS A VEPCO POWER SUBSTATION,
 GV0573'20 1/2 FEET NORTHEAST OF POWER LINE POLE 103009 WITH TWO GUY WIRES,
 GV0573'2.8 FEET NORTH OF THE SOUTHWEST CORNER FENCE POST, 1.2 FEET WEST
 GV0573'OF THE FENCE AROUND THE SUBSTATION, AND IS A DISK ON THE TOP OF A
 GV0573'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND PROTECTED
 GV0573'BY A 4-INCH CONCRETE PIPE THAT IS FLUSH WITH THE GROUND.  THE
 GV0573'ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 GV0573
 GV0573                          STATION RECOVERY (1987)
 GV0573
 GV0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0573'RECOVERED IN GOOD CONDITION.
 GV0573
 GV0573                          STATION RECOVERY (1997)
 GV0573
 GV0573'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0573'RECOVERED IN GOOD CONDITION.
 GV0573
 GV0573                          STATION RECOVERY (2002)
 GV0573
 GV0573'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0570 ***********************************************************************
 GV0570  DESIGNATION -  A 458
 GV0570  PID         -  GV0570
 GV0570  STATE/COUNTY-  VA/GLOUCESTER
 GV0570  USGS QUAD   -  GLOUCESTER (1986)
 GV0570
 GV0570                         *CURRENT SURVEY CONTROL
 GV0570  ___________________________________________________________________
 GV0570* NAD 83(1986)-  37 24 55.     (N)    076 31 07.     (W)     SCALED    
 GV0570* NAVD 88     -         2.833  (meters)       9.29   (feet)  ADJUSTED  
 GV0570  ___________________________________________________________________
 GV0570  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV0570  DYNAMIC HT  -           2.832 (meters)       9.29  (feet)  COMP
 GV0570  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 GV0570
 GV0570  VERT ORDER  -  FIRST     CLASS I
 GV0570
 GV0570.The horizontal coordinates were scaled from a topographic map and have
 GV0570.an estimated accuracy of +/- 6 seconds.
 GV0570
 GV0570.The orthometric height was determined by differential leveling
 GV0570.and adjusted by the National Geodetic Survey in June 1991..
 GV0570
 GV0570.The geoid height was determined by GEOID03.
 GV0570
 GV0570.The dynamic height is computed by dividing the NAVD 88
 GV0570.geopotential number by the normal gravity value computed on the
 GV0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0570.degrees latitude (g = 980.6199 gals.).
 GV0570
 GV0570.The modeled gravity was interpolated from observed gravity values.
 GV0570
 GV0570;                    North         East    Units  Estimated Accuracy
 GV0570;SPC VA S     - 1,121,910.    3,675,380.      MT  (+/- 180 meters Scaled)
 GV0570
 GV0570                          SUPERSEDED SURVEY CONTROL
 GV0570
 GV0570  NGVD 29 (??/??/??)    3.073  (m)           10.08   (f) ADJUSTED    1 1
 GV0570
 GV0570.Superseded values are not recommended for survey control.
 GV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0570.See file dsdata.txt to determine how the superseded data were derived.
 GV0570
 GV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG656420(NAD 83)
 GV0570_MARKER: DB = BENCH MARK DISK
 GV0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0570_SP_SET: BRIDGE
 GV0570_STAMPING: A 458 1971
 GV0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0570
 GV0570  HISTORY     - Date     Condition        Report By
 GV0570  HISTORY     - 1971     MONUMENTED       NGS
 GV0570  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0570  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0570
 GV0570                          STATION DESCRIPTION
 GV0570
 GV0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0570'0.6 MI NE FROM GLOUCESTER.
 GV0570'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0570'OFFICE AT GLOUCESTER, THENCE 0.2 MILE NORTHEAST ALONG STATE
 GV0570'HIGHWAY 3 AND 14, SET ON THE TOP OF THE WEST END OF THE NORTH
 GV0570'CONCRETE ABUTMENT OF A BRIDGE OVER BEAVER DAM SWAMP, 13.5 FEET
 GV0570'WEST OF THE CENTER LINE OF THE HIGHWAYS AND 1 FOOT BELOW THE
 GV0570'LEVEL OF THE HIGHWAY.
 GV0570
 GV0570                          STATION RECOVERY (1997)
 GV0570
 GV0570'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0570'MARK NOT FOUND.
 GV0570
 GV0570                          STATION RECOVERY (2002)
 GV0570
 GV0570'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0872 ***********************************************************************
 GV0872  DESIGNATION -  A 459
 GV0872  PID         -  GV0872
 GV0872  STATE/COUNTY-  VA/MIDDLESEX
 GV0872  USGS QUAD   -  SHACKLEFORDS (1986)
 GV0872
 GV0872                         *CURRENT SURVEY CONTROL
 GV0872  ___________________________________________________________________
 GV0872* NAD 83(1986)-  37 37 28.     (N)    076 37 47.     (W)     SCALED    
 GV0872* NAVD 88     -        29.095  (meters)      95.46   (feet)  ADJUSTED  
 GV0872  ___________________________________________________________________
 GV0872  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV0872  DYNAMIC HT  -          29.075 (meters)      95.39  (feet)  COMP
 GV0872  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 GV0872  OBS GRAVITY -     979,948.7   (mgal)                       GRAV_OBS
 GV0872
 GV0872  VERT ORDER  -  FIRST     CLASS I
 GV0872
 GV0872.The horizontal coordinates were scaled from a topographic map and have
 GV0872.an estimated accuracy of +/- 6 seconds.
 GV0872
 GV0872.The orthometric height was determined by differential leveling
 GV0872.and adjusted by the National Geodetic Survey in June 1991..
 GV0872
 GV0872.The geoid height was determined by GEOID03.
 GV0872
 GV0872.The dynamic height is computed by dividing the NAVD 88
 GV0872.geopotential number by the normal gravity value computed on the
 GV0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0872.degrees latitude (g = 980.6199 gals.).
 GV0872
 GV0872.The modeled gravity was interpolated from observed gravity values.
 GV0872.The observed gravity was obtained from relative gravimeter ties
 GV0872.to the IGSN71 gravity network.
 GV0872
 GV0872;                    North         East    Units  Estimated Accuracy
 GV0872;SPC VA S     - 1,144,920.    3,665,090.      MT  (+/- 180 meters Scaled)
 GV0872
 GV0872                          SUPERSEDED SURVEY CONTROL
 GV0872
 GV0872  NGVD 29 (??/??/??)   29.335  (m)           96.24   (f) ADJUSTED    1 1
 GV0872
 GV0872.Superseded values are not recommended for survey control.
 GV0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0872.See file dsdata.txt to determine how the superseded data were derived.
 GV0872
 GV0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG561653(NAD 83)
 GV0872_MARKER: DB = BENCH MARK DISK
 GV0872_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0872+WITH SETTING: INTO GROUND
 GV0872_STAMPING: A 459 1971
 GV0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0872+STABILITY: SURFACE MOTION
 GV0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0872+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0872
 GV0872  HISTORY     - Date     Condition        Report By
 GV0872  HISTORY     - 1971     MONUMENTED       NGS
 GV0872  HISTORY     - 1978     GOOD             DMA
 GV0872  HISTORY     - 1987     GOOD             USPSQD
 GV0872  HISTORY     - 19980215 GOOD             USPSQD
 GV0872  HISTORY     - 20030322 GOOD             USPSQD
 GV0872  HISTORY     - 20060110 GOOD             USPSQD
 GV0872
 GV0872                          STATION DESCRIPTION
 GV0872
 GV0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0872'2.4 MI NW FROM SALUDA.
 GV0872'ABOUT 2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 GV0872'COURTHOUSE AT SALUDA, AT THE JUNCTION OF STATE HIGHWAY 614, 73
 GV0872'FEET SOUTH OF THE CENTER LINE OF THE STATE HIGHWAY, 54 FEET
 GV0872'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 17, 23 FEET SOUTH
 GV0872'OF THE CENTER LINE OF A DRIVEWAY, 2 FEET NORTHEAST OF POWER LINE
 GV0872'POLE H 2005, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 GV0872'WITH THE U.S. HIGHWAY, AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL
 GV0872'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES
 GV0872'BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PIPE THAT
 GV0872'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0872
 GV0872                          STATION RECOVERY (1978)
 GV0872
 GV0872'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0872'MARK IS 12 FT. WEST NORTHWEST OF WITNESS POST.
 GV0872
 GV0872                          STATION RECOVERY (1987)
 GV0872
 GV0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0872'RECOVERED IN GOOD CONDITION.
 GV0872
 GV0872                          STATION RECOVERY (1998)
 GV0872
 GV0872'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0872'RECOVERED IN GOOD CONDITION.
 GV0872
 GV0872                          STATION RECOVERY (2003)
 GV0872
 GV0872'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 GV0872'MARK IS LOCATED ABOUT 240 FEET SOUTH OF RELOCATED ROUTE 614.
 GV0872
 GV0872                          STATION RECOVERY (2006)
 GV0872
 GV0872'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0872'MARK IS IN THE FRONT YARD OF 11114 TIDEWATER TRAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0091 ***********************************************************************
 HW0091  DESIGNATION -  A 46
 HW0091  PID         -  HW0091
 HW0091  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0091  USGS QUAD   -  FLINT HILL (1994)
 HW0091
 HW0091                         *CURRENT SURVEY CONTROL
 HW0091  ___________________________________________________________________
 HW0091* NAD 83(1986)-  38 45 44.     (N)    078 06 00.     (W)     SCALED    
 HW0091* NAVD 88     -       190.382  (meters)     624.61   (feet)  ADJUSTED  
 HW0091  ___________________________________________________________________
 HW0091  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HW0091  DYNAMIC HT  -         190.259 (meters)     624.21  (feet)  COMP
 HW0091  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 HW0091
 HW0091  VERT ORDER  -  SECOND    CLASS 0
 HW0091
 HW0091.The horizontal coordinates were scaled from a topographic map and have
 HW0091.an estimated accuracy of +/- 6 seconds.
 HW0091
 HW0091.The orthometric height was determined by differential leveling
 HW0091.and adjusted by the National Geodetic Survey in June 1991..
 HW0091
 HW0091.The geoid height was determined by GEOID03.
 HW0091
 HW0091.The dynamic height is computed by dividing the NAVD 88
 HW0091.geopotential number by the normal gravity value computed on the
 HW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0091.degrees latitude (g = 980.6199 gals.).
 HW0091
 HW0091.The modeled gravity was interpolated from observed gravity values.
 HW0091
 HW0091;                    North         East    Units  Estimated Accuracy
 HW0091;SPC VA N     - 2,121,680.    3,534,760.      MT  (+/- 180 meters Scaled)
 HW0091
 HW0091                          SUPERSEDED SURVEY CONTROL
 HW0091
 HW0091  NGVD 29 (??/??/92)  190.569  (m)          625.23   (f) ADJ UNCH    2 0
 HW0091
 HW0091.Superseded values are not recommended for survey control.
 HW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0091.See file dsdata.txt to determine how the superseded data were derived.
 HW0091
 HW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC519943(NAD 83)
 HW0091_MARKER: DB = BENCH MARK DISK
 HW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0091_STAMPING: 625.268 A 46 1934
 HW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0091+STABILITY: SURFACE MOTION
 HW0091
 HW0091  HISTORY     - Date     Condition        Report By
 HW0091  HISTORY     - 1934     MONUMENTED       CGS
 HW0091  HISTORY     - 1959     MARK NOT FOUND   USGS
 HW0091  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0091
 HW0091                          STATION DESCRIPTION
 HW0091
 HW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW0091'AT FLINT HILL.
 HW0091'AT FLINT HILL, RAPPAHANNOCK COUNTY, ABOUT 300 FEET SOUTHWEST
 HW0091'OF THE INTERSECTION OF STATE HIGHWAY 3 AND STATE SECONDARY
 HW0091'ROAD 641, 34 FEET NORTHWEST OF POLE 4241, 16 FEET NORTHWEST
 HW0091'OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF THE SOUTHWEST
 HW0091'GATEPOST, 3 FEET SOUTHWEST OF A 3-WAY FENCE POST, 1.7 FEET
 HW0091'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTHEAST OF A
 HW0091'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 625.268
 HW0091'A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HW0091
 HW0091                          STATION RECOVERY (1959)
 HW0091
 HW0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HW0091'MARK NOT FOUND.
 HW0091
 HW0091                          STATION RECOVERY (1983)
 HW0091
 HW0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0091'NOT RECOVERED, DESCRIPTION IS INADEQUATE TO RECOVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0037 ***********************************************************************
 GV0037  DESIGNATION -  A 460
 GV0037  PID         -  GV0037
 GV0037  STATE/COUNTY-  VA/LANCASTER
 GV0037  USGS QUAD   -  FLEETS BAY (1992)
 GV0037
 GV0037                         *CURRENT SURVEY CONTROL
 GV0037  ___________________________________________________________________
 GV0037* NAD 83(1986)-  37 44 11.     (N)    076 21 45.     (W)     SCALED    
 GV0037* NAVD 88     -        22.772  (meters)      74.71   (feet)  ADJUSTED  
 GV0037  ___________________________________________________________________
 GV0037  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 GV0037  DYNAMIC HT  -          22.757 (meters)      74.66  (feet)  COMP
 GV0037  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 GV0037
 GV0037  VERT ORDER  -  FIRST     CLASS I
 GV0037
 GV0037.The horizontal coordinates were scaled from a topographic map and have
 GV0037.an estimated accuracy of +/- 6 seconds.
 GV0037
 GV0037.The orthometric height was determined by differential leveling
 GV0037.and adjusted by the National Geodetic Survey in June 1991..
 GV0037
 GV0037.The geoid height was determined by GEOID03.
 GV0037
 GV0037.The dynamic height is computed by dividing the NAVD 88
 GV0037.geopotential number by the normal gravity value computed on the
 GV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0037.degrees latitude (g = 980.6199 gals.).
 GV0037
 GV0037.The modeled gravity was interpolated from observed gravity values.
 GV0037
 GV0037;                    North         East    Units  Estimated Accuracy
 GV0037;SPC VA S     - 1,157,840.    3,688,390.      MT  (+/- 180 meters Scaled)
 GV0037
 GV0037                          SUPERSEDED SURVEY CONTROL
 GV0037
 GV0037  NGVD 29 (??/??/??)   23.014  (m)           75.51   (f) ADJUSTED    1 1
 GV0037
 GV0037.Superseded values are not recommended for survey control.
 GV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0037.See file dsdata.txt to determine how the superseded data were derived.
 GV0037
 GV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG799774(NAD 83)
 GV0037_MARKER: DB = BENCH MARK DISK
 GV0037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0037+WITH SETTING: INTO GROUND
 GV0037_STAMPING: A 460 1971
 GV0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0037+STABILITY: SURFACE MOTION
 GV0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0037+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 GV0037
 GV0037  HISTORY     - Date     Condition        Report By
 GV0037  HISTORY     - 1971     MONUMENTED       NGS
 GV0037  HISTORY     - 19910414 GOOD             USPSQD
 GV0037  HISTORY     - 19940410 GOOD             USPSQD
 GV0037  HISTORY     - 19980510 GOOD             USPSQD
 GV0037  HISTORY     - 20021129 GOOD             USPSQD
 GV0037  HISTORY     - 20021129 GOOD             USPSQD
 GV0037  HISTORY     - 20051110 GOOD             USPSQD
 GV0037
 GV0037                          STATION DESCRIPTION
 GV0037
 GV0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0037'2 MI N FROM LANCASTER.
 GV0037'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0037'OF STATE HIGHWAY 3 AT KILMARNOCK, 36 FEET EAST OF THE CENTER LINE
 GV0037'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 GV0037'607, 12 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 33, 1.2 FEET
 GV0037'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON
 GV0037'THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED
 GV0037'TO A METAL BASE PLATE.  THE DISK IS 3 INCHES BELOW THE SURFACE OF
 GV0037'THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE THAT IS
 GV0037'LEVEL WITH THE GROUND.
 GV0037
 GV0037                          STATION RECOVERY (1991)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1991 (ENM)
 GV0037'RECOVERED IN GOOD CONDITION.
 GV0037
 GV0037                          STATION RECOVERY (1994)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0037'RECOVERED IN GOOD CONDITION.
 GV0037
 GV0037                          STATION RECOVERY (1998)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0037'RECOVERED IN GOOD CONDITION.
 GV0037
 GV0037                          STATION RECOVERY (2002)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0037'STATION IS 12 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 33
 GV0037
 GV0037                          STATION RECOVERY (2002)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0037'STATION IS 12 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 33.
 GV0037
 GV0037                          STATION RECOVERY (2005)
 GV0037
 GV0037'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0140 ***********************************************************************
 GV0140  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0140  DESIGNATION -  A 461
 GV0140  PID         -  GV0140
 GV0140  STATE/COUNTY-  VA/MIDDLESEX
 GV0140  USGS QUAD   -  WILTON (1992)
 GV0140
 GV0140                         *CURRENT SURVEY CONTROL
 GV0140  ___________________________________________________________________
 GV0140* NAD 83(1986)-  37 34 53.     (N)    076 25 07.     (W)     SCALED    
 GV0140* NAVD 88     -         2.784  (meters)       9.13   (feet)  ADJUSTED  
 GV0140  ___________________________________________________________________
 GV0140  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 GV0140  DYNAMIC HT  -           2.782 (meters)       9.13  (feet)  COMP
 GV0140  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 GV0140
 GV0140  VERT ORDER  -  FIRST     CLASS I
 GV0140
 GV0140.The horizontal coordinates were scaled from a topographic map and have
 GV0140.an estimated accuracy of +/- 6 seconds.
 GV0140
 GV0140.The orthometric height was determined by differential leveling
 GV0140.and adjusted by the National Geodetic Survey in June 1991..
 GV0140
 GV0140.This Tidal Bench Mark is designated as VM 14378
 GV0140.by the Center for Operational Oceanographic Products and Services.
 GV0140
 GV0140.The geoid height was determined by GEOID03.
 GV0140
 GV0140.The dynamic height is computed by dividing the NAVD 88
 GV0140.geopotential number by the normal gravity value computed on the
 GV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0140.degrees latitude (g = 980.6199 gals.).
 GV0140
 GV0140.The modeled gravity was interpolated from observed gravity values.
 GV0140
 GV0140;                    North         East    Units  Estimated Accuracy
 GV0140;SPC VA S     - 1,140,530.    3,683,820.      MT  (+/- 180 meters Scaled)
 GV0140
 GV0140                          SUPERSEDED SURVEY CONTROL
 GV0140
 GV0140  NGVD 29 (??/??/??)    3.025  (m)            9.92   (f) ADJUSTED    1 1
 GV0140
 GV0140.Superseded values are not recommended for survey control.
 GV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0140.See file dsdata.txt to determine how the superseded data were derived.
 GV0140
 GV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG747603(NAD 83)
 GV0140_MARKER: DB = BENCH MARK DISK
 GV0140_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0140_SP_SET: 88 FEET
 GV0140_STAMPING: A 461 1971
 GV0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0140+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0140
 GV0140  HISTORY     - Date     Condition        Report By
 GV0140  HISTORY     - 1971     MONUMENTED       NGS
 GV0140  HISTORY     - 19980301 GOOD             USPSQD
 GV0140  HISTORY     - 20030322 GOOD             USPSQD
 GV0140  HISTORY     - 20060110 GOOD             USPSQD
 GV0140
 GV0140                          STATION DESCRIPTION
 GV0140
 GV0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0140'6.1 MI FROM HARMONY VILLAGE.
 GV0140'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 33 FROM THE
 GV0140'JUNCTION OF STATE HIGHWAYS 3 AND 33 AT HARMONY VILLAGE, THENCE
 GV0140'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 626, THENCE 0.65 MILE
 GV0140'NORTHEAST ALONG STATE HIGHWAY 625, THENCE 1.05 MILES NORTH ALONG
 GV0140'STATE HIGHWAY 627, 263.0 FEET EAST OF THE EAST CORNER OF A 2-STORY
 GV0140'FRAME HOUSE WHICH IS OWNED BY MR. DOZIER, 46 FEET SOUTHWEST OF
 GV0140'THE HIGH WATER LINE OF THE RAPPAHANNOCK RIVER AT THE NEW MILL
 GV0140'CREEK WHARF, 38 FEET WEST AND ACROSS A SHARP CURVE IN STATE
 GV0140'HIGHWAY 627 FROM A POWER POLE, 1.8 FEET NORTHWEST OF A CONCRETE
 GV0140'HIGHWAY RIGHT-OF-WAY MARKER, 0.7 FOOT SOUTHWEST OF A METAL WITNESS
 GV0140'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 GV0140'TOP OF A COPPER COATED ROD THAT WAS DRIVEN TO A DEPTH OF 88 FEET.
 GV0140'THE DISK IS 1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A
 GV0140'4-INCH ORANGEBURG PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL
 GV0140'OF THE GROUND.
 GV0140
 GV0140                          STATION RECOVERY (1998)
 GV0140
 GV0140'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0140'RECOVERED IN GOOD CONDITION.
 GV0140
 GV0140                          STATION RECOVERY (2003)
 GV0140
 GV0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0140'RECOVERED IN GOOD CONDITION.
 GV0140
 GV0140                          STATION RECOVERY (2006)
 GV0140
 GV0140'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2972 ***********************************************************************
 HV2972  DESIGNATION -  A 462
 HV2972  PID         -  HV2972
 HV2972  STATE/COUNTY-  VA/KING GEORGE
 HV2972  USGS QUAD   -  DAHLGREN (1983)
 HV2972
 HV2972                         *CURRENT SURVEY CONTROL
 HV2972  ___________________________________________________________________
 HV2972* NAD 83(1993)-  38 18 24.94898(N)    077 06 23.21093(W)     ADJUSTED  
 HV2972* NAVD 88     -        47.767  (meters)     156.72   (feet)  ADJUSTED  
 HV2972  ___________________________________________________________________
 HV2972  X           -   1,118,244.570 (meters)                     COMP
 HV2972  Y           -  -4,885,038.192 (meters)                     COMP
 HV2972  Z           -   3,932,243.478 (meters)                     COMP
 HV2972  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 HV2972  ELLIP HEIGHT-          14.56  (meters)          (04/27/05) GPS OBS
 HV2972  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HV2972  DYNAMIC HT  -          47.737 (meters)     156.62  (feet)  COMP
 HV2972  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 HV2972
 HV2972  HORZ ORDER  -  FIRST
 HV2972  VERT ORDER  -  FIRST     CLASS II
 HV2972  ELLP ORDER  -  FOURTH    CLASS I
 HV2972
 HV2972.The horizontal coordinates were established by GPS observations
 HV2972.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 HV2972
 HV2972.The orthometric height was determined by differential leveling
 HV2972.and adjusted by the National Geodetic Survey in June 1991..
 HV2972
 HV2972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2972
 HV2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2972
 HV2972.The ellipsoidal height was determined by GPS observations
 HV2972.and is referenced to NAD 83.
 HV2972
 HV2972.The geoid height was determined by GEOID03.
 HV2972
 HV2972.The dynamic height is computed by dividing the NAVD 88
 HV2972.geopotential number by the normal gravity value computed on the
 HV2972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2972.degrees latitude (g = 980.6199 gals.).
 HV2972
 HV2972.The modeled gravity was interpolated from observed gravity values.
 HV2972
 HV2972;                    North         East     Units Scale Factor Converg.
 HV2972;SPC VA N     - 2,071,992.881 3,621,878.053   MT  0.99996299   +0 52 11.1
 HV2972;SPC VA N     - 6,797,863.31 11,882,778.25   sFT  0.99996299   +0 52 11.1
 HV2972;UTM  18      - 4,241,969.626   315,823.300   MT  1.00001777   -1 18 22.0
 HV2972
 HV2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2972!SPC VA N     -   0.99999772  x   0.99996299  =   0.99996071
 HV2972!UTM  18      -   0.99999772  x   1.00001777  =   1.00001549
 HV2972
 HV2972                          SUPERSEDED SURVEY CONTROL
 HV2972
 HV2972  NAVD 88 (04/27/05)   47.73   (m)          156.6    (f) LEVELING    3  
 HV2972  NGVD 29 (??/??/??)   48.004  (m)          157.49   (f) ADJUSTED    1 2
 HV2972
 HV2972.Superseded values are not recommended for survey control.
 HV2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2972.See file dsdata.txt to determine how the superseded data were derived.
 HV2972
 HV2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1582341970(NAD 83)
 HV2972_MARKER: DB = BENCH MARK DISK
 HV2972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2972_SP_SET: CATCH BASIN
 HV2972_STAMPING: A 462 1971
 HV2972_MARK LOGO: NGS   
 HV2972_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2972+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HV2972
 HV2972  HISTORY     - Date     Condition        Report By
 HV2972  HISTORY     - 1971     MONUMENTED       NGS
 HV2972  HISTORY     - 19981202 GOOD             USPSQD
 HV2972  HISTORY     - 20031209 GOOD             USPSQD
 HV2972  HISTORY     - 20050315 GOOD             GEOMET
 HV2972
 HV2972                          STATION DESCRIPTION
 HV2972
 HV2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2972'8 MI NE FROM KING GEORGE.
 HV2972'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2972'COURTHOUSE AT KING GEORGE, THENCE 5.5 MILES NORTHEAST ALONG
 HV2972'U.S. HIGHWAY 301, 0.1 MILE SOUTHWEST OF THE JUNCTION OF STATE
 HV2972'HIGHWAY 616, IN THE HIGHWAY MEDIAN, 31.6 FEET NORTHWEST OF THE
 HV2972'CENTER LINE OF THE SOUTHEAST LANE, 32.6 FEET SOUTHEAST OF THE
 HV2972'CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAY, SET ON TOP
 HV2972'AND IN THE CENTER OF THE NORTHEAST CONCRETE WALL OF A 3-BY-4-FOOT
 HV2972'BOX TYPE CATCH BASIN, AND 2 1/2 FEET BELOW THE LEVEL OF THE
 HV2972'HIGHWAY.
 HV2972
 HV2972                          STATION RECOVERY (1998)
 HV2972
 HV2972'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2972'RECOVERED IN GOOD CONDITION.
 HV2972
 HV2972                          STATION RECOVERY (2003)
 HV2972
 HV2972'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2972'RECOVERED IN GOOD CONDITION.
 HV2972
 HV2972                          STATION RECOVERY (2005)
 HV2972
 HV2972'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 HV2972'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2875 ***********************************************************************
 HV2875  DESIGNATION -  A 463
 HV2875  PID         -  HV2875
 HV2875  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV2875  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2875
 HV2875                         *CURRENT SURVEY CONTROL
 HV2875  ___________________________________________________________________
 HV2875* NAD 83(1986)-  38 17 32.     (N)    077 27 30.     (W)     SCALED    
 HV2875* NAVD 88     -         3.658  (meters)      12.00   (feet)  ADJUSTED  
 HV2875  ___________________________________________________________________
 HV2875  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV2875  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 HV2875  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 HV2875  OBS GRAVITY -     980,017.3   (mgal)                       GRAV_OBS
 HV2875
 HV2875  VERT ORDER  -  FIRST     CLASS I
 HV2875
 HV2875.The horizontal coordinates were scaled from a topographic map and have
 HV2875.an estimated accuracy of +/- 6 seconds.
 HV2875
 HV2875.The orthometric height was determined by differential leveling
 HV2875.and adjusted by the National Geodetic Survey in June 1991..
 HV2875
 HV2875.The geoid height was determined by GEOID03.
 HV2875
 HV2875.The dynamic height is computed by dividing the NAVD 88
 HV2875.geopotential number by the normal gravity value computed on the
 HV2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2875.degrees latitude (g = 980.6199 gals.).
 HV2875
 HV2875.The modeled gravity was interpolated from observed gravity values.
 HV2875.The observed gravity was obtained from relative gravimeter ties
 HV2875.to the IGSN71 gravity network.
 HV2875
 HV2875;                    North         East    Units  Estimated Accuracy
 HV2875;SPC VA N     - 2,069,950.    3,591,120.      MT  (+/- 180 meters Scaled)
 HV2875
 HV2875                          SUPERSEDED SURVEY CONTROL
 HV2875
 HV2875  NGVD 29 (??/??/??)    3.909  (m)           12.82   (f) ADJUSTED    1 1
 HV2875
 HV2875.Superseded values are not recommended for survey control.
 HV2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2875.See file dsdata.txt to determine how the superseded data were derived.
 HV2875
 HV2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH850410(NAD 83)
 HV2875_MARKER: DB = BENCH MARK DISK
 HV2875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HV2875_SP_SET: 7 FEET
 HV2875_STAMPING: A 463 1971
 HV2875_MARK LOGO: NGS   
 HV2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2875+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV2875
 HV2875  HISTORY     - Date     Condition        Report By
 HV2875  HISTORY     - 1971     MONUMENTED       NGS
 HV2875  HISTORY     - 1981     GOOD             NGS
 HV2875  HISTORY     - 1983     GOOD             NGS
 HV2875  HISTORY     - 1984     GOOD             NGS
 HV2875  HISTORY     - 19981103 GOOD             USPSQD
 HV2875  HISTORY     - 20031218 GOOD             GEOCAC
 HV2875
 HV2875                          STATION DESCRIPTION
 HV2875
 HV2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2875'0.7 MI S FROM FREDERICKSBURG.
 HV2875'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY 2
 HV2875'FROM THE POST OFFICE AT FREDERICKSBURG, 166 FEET WEST OF THE
 HV2875'CENTER LINE OF THE HIGHWAY, 499 FEET SOUTH OF THE SOUTHWEST CORNER
 HV2875'OF THE WALKER GRAND SCHOOL (MOST EASTERLY ONE OF TWO SCHOOL
 HV2875'BUILDINGS), IN THE NORTHWEST EDGE OF A WOODED AREA AND AT THE
 HV2875'SOUTH EDGE OF THE ATHLETIC FIELD, 58 FEET SOUTH OF A LARGE LONE 30
 HV2875'INCH FORKED HACKBERRY TREE, 9 1/2 FEET NORTH OF A 20 INCH MAPLE
 HV2875'TREE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, 5 FEET BELOW THE
 HV2875'LEVEL OF THE HIGHWAY AND IS A DISK, ON THE TOP OF A COPPER COATED
 HV2875'STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH
 HV2875'PIPE THAT IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS
 HV2875'DRIVEN TO REFUSAL AT A DEPTH OF 7 FEET.
 HV2875
 HV2875                          STATION RECOVERY (1981)
 HV2875
 HV2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV2875'RECOVERED IN GOOD CONDITION.
 HV2875
 HV2875                          STATION RECOVERY (1983)
 HV2875
 HV2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV2875'RECOVERED IN GOOD CONDITION.
 HV2875
 HV2875                          STATION RECOVERY (1984)
 HV2875
 HV2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2875'RECOVERED IN GOOD CONDITION, THE 1971 DESCRIPTION IS ADEQUATE WITH THE
 HV2875'FOLLOWING CORRECTIONS, THE POST OFFICE BUILDING IS NOW THE CITY HALL
 HV2875'BUILDING, DELETE--0.7 FOOT SOUTH OF A METAL WITNESS POST.
 HV2875
 HV2875                          STATION RECOVERY (1998)
 HV2875
 HV2875'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2875'RECOVERED IN GOOD CONDITION.
 HV2875
 HV2875                          STATION RECOVERY (2003)
 HV2875
 HV2875'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2875'STATION NOW MARKED WITH CARSONITE WITNESS POST. METAL WITNESS POST NOT
 HV2875'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2850 ***********************************************************************
 HV2850  DESIGNATION -  A 464
 HV2850  PID         -  HV2850
 HV2850  STATE/COUNTY-  VA/STAFFORD
 HV2850  USGS QUAD   -  WIDEWATER (1978)
 HV2850
 HV2850                         *CURRENT SURVEY CONTROL
 HV2850  ___________________________________________________________________
 HV2850* NAD 83(1986)-  38 25 27.     (N)    077 21 13.     (W)     SCALED    
 HV2850* NAVD 88     -        10.998  (meters)      36.08   (feet)  ADJUSTED  
 HV2850  ___________________________________________________________________
 HV2850  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2850  DYNAMIC HT  -          10.991 (meters)      36.06  (feet)  COMP
 HV2850  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 HV2850
 HV2850  VERT ORDER  -  FIRST     CLASS I
 HV2850
 HV2850.The horizontal coordinates were scaled from a topographic map and have
 HV2850.an estimated accuracy of +/- 6 seconds.
 HV2850
 HV2850.The orthometric height was determined by differential leveling
 HV2850.and adjusted by the National Geodetic Survey in June 1991..
 HV2850
 HV2850.The geoid height was determined by GEOID03.
 HV2850
 HV2850.The dynamic height is computed by dividing the NAVD 88
 HV2850.geopotential number by the normal gravity value computed on the
 HV2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2850.degrees latitude (g = 980.6199 gals.).
 HV2850
 HV2850.The modeled gravity was interpolated from observed gravity values.
 HV2850
 HV2850;                    North         East    Units  Estimated Accuracy
 HV2850;SPC VA N     - 2,084,710.    3,600,100.      MT  (+/- 180 meters Scaled)
 HV2850
 HV2850                          SUPERSEDED SURVEY CONTROL
 HV2850
 HV2850  NGVD 29 (??/??/??)   11.245  (m)           36.89   (f) ADJUSTED    1 1
 HV2850
 HV2850.Superseded values are not recommended for survey control.
 HV2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2850.See file dsdata.txt to determine how the superseded data were derived.
 HV2850
 HV2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH945555(NAD 83)
 HV2850_MARKER: DB = BENCH MARK DISK
 HV2850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2850_SP_SET: BRIDGE ABUTMENT
 HV2850_STAMPING: A 464 1971
 HV2850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2850
 HV2850  HISTORY     - Date     Condition        Report By
 HV2850  HISTORY     - 1971     MONUMENTED       NGS
 HV2850  HISTORY     - 1978     GOOD             DMA
 HV2850
 HV2850                          STATION DESCRIPTION
 HV2850
 HV2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2850'7.8 MI SW FROM QUANTICO.
 HV2850'ABOUT 7.75 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2850'AND POTOMAC RAILROAD FROM THE STAITON AT QUANTICO, 7 FEET
 HV2850'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET
 HV2850'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HV2850'ABUTMENT OF THE RAILROAD BRIDGE OVER AQUIA CREEK, 1.2 FEET
 HV2850'SOUTHWEST OF MILEPOST 71, AND ABOUT 2 FEET BELOW THE LEVEL OF
 HV2850'THE TRACK.
 HV2850
 HV2850                          STATION RECOVERY (1978)
 HV2850
 HV2850'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1637 ***********************************************************************
 HV1637  DESIGNATION -  A 465
 HV1637  PID         -  HV1637
 HV1637  STATE/COUNTY-  VA/FAIRFAX
 HV1637  USGS QUAD   -  ALEXANDRIA (1994)
 HV1637
 HV1637                         *CURRENT SURVEY CONTROL
 HV1637  ___________________________________________________________________
 HV1637* NAD 83(1986)-  38 48 22.     (N)    077 07 05.     (W)     SCALED    
 HV1637* NAVD 88     -        28.975  (meters)      95.06   (feet)  ADJUSTED  
 HV1637  ___________________________________________________________________
 HV1637  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV1637  DYNAMIC HT  -          28.959 (meters)      95.01  (feet)  COMP
 HV1637  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 HV1637
 HV1637  VERT ORDER  -  FIRST     CLASS I
 HV1637
 HV1637.The horizontal coordinates were scaled from a topographic map and have
 HV1637.an estimated accuracy of +/- 6 seconds.
 HV1637
 HV1637.The orthometric height was determined by differential leveling
 HV1637.and adjusted by the National Geodetic Survey in June 1991..
 HV1637
 HV1637.The geoid height was determined by GEOID03.
 HV1637
 HV1637.The dynamic height is computed by dividing the NAVD 88
 HV1637.geopotential number by the normal gravity value computed on the
 HV1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1637.degrees latitude (g = 980.6199 gals.).
 HV1637
 HV1637.The modeled gravity was interpolated from observed gravity values.
 HV1637
 HV1637;                    North         East    Units  Estimated Accuracy
 HV1637;SPC VA N     - 2,127,380.    3,620,030.      MT  (+/- 180 meters Scaled)
 HV1637
 HV1637                          SUPERSEDED SURVEY CONTROL
 HV1637
 HV1637  NGVD 29 (??/??/??)   29.217  (m)           95.86   (f) ADJUSTED    1 1
 HV1637
 HV1637.Superseded values are not recommended for survey control.
 HV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1637.See file dsdata.txt to determine how the superseded data were derived.
 HV1637
 HV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH160973(NAD 83)
 HV1637_MARKER: DB = BENCH MARK DISK
 HV1637_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HV1637+WITH SETTING: INTO GROUND
 HV1637_STAMPING: A 465 1971
 HV1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1637+STABILITY: SURFACE MOTION
 HV1637
 HV1637  HISTORY     - Date     Condition        Report By
 HV1637  HISTORY     - 1971     MONUMENTED       NGS
 HV1637  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV1637  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV1637
 HV1637                          STATION DESCRIPTION
 HV1637
 HV1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1637'2.1 MI E FROM MT HEBRON PARK.
 HV1637'ABOUT 2.1 MILES EAST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV1637'POTOMAC RAILROAD FROM THE INTERSTATE HIGHWAY 495 (CAPITOL BELTWAY)
 HV1637'OVERPASS AT MT. HEBRON PARK, 54.0 FEET WEST-NORTHWEST OF THE
 HV1637'NORTHWEST CORNER OF THE WEST CONCRETE FOOTING OF SIGNAL GANTRY
 HV1637'NUMBER 102.4, 25 FEET NORTH OF THE NORTH RAIL OF THE MOST
 HV1637'NORTHERLY OF 3 TRACKS, 22 1/2 FEET SOUTH-SOUTHEAST OF THE
 HV1637'SOUTH-SOUTHEAST RAIL OF A SIDETRACK, 0.6 FOOT SOUTH OF A METAL
 HV1637'WITNESS POST, ABOUT LEVEL WITH THE SIDETRACK, ABOUT 5 FEET BELOW
 HV1637'THE LEVEL OF THE MAIN TRACK, AND ON THE TOP OF A 4-FOOT SECTION
 HV1637'OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 HV1637'THE DISK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 HV1637'IS PROTECTED BY A 6-INCH PIPE WHICH PROJECTS 3 INCHES.
 HV1637
 HV1637                          STATION RECOVERY (1978)
 HV1637
 HV1637'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1637'MARK NOT FOUND.
 HV1637
 HV1637                          STATION RECOVERY (1997)
 HV1637
 HV1637'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0518 ***********************************************************************
 FW0518  DESIGNATION -  A 466
 FW0518  PID         -  FW0518
 FW0518  STATE/COUNTY-  VA/ACCOMACK
 FW0518  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0518
 FW0518                         *CURRENT SURVEY CONTROL
 FW0518  ___________________________________________________________________
 FW0518* NAD 83(1986)-  37 54 39.     (N)    075 20 53.     (W)     SCALED    
 FW0518* NAVD 88     -         2.169  (meters)       7.12   (feet)  ADJUSTED  
 FW0518  ___________________________________________________________________
 FW0518  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0518  DYNAMIC HT  -           2.168 (meters)       7.11  (feet)  COMP
 FW0518  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 FW0518
 FW0518  VERT ORDER  -  SECOND    CLASS I
 FW0518
 FW0518.The horizontal coordinates were scaled from a topographic map and have
 FW0518.an estimated accuracy of +/- 6 seconds.
 FW0518
 FW0518.The orthometric height was determined by differential leveling
 FW0518.and adjusted by the National Geodetic Survey in June 1991..
 FW0518
 FW0518.The geoid height was determined by GEOID03.
 FW0518
 FW0518.The dynamic height is computed by dividing the NAVD 88
 FW0518.geopotential number by the normal gravity value computed on the
 FW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0518.degrees latitude (g = 980.6199 gals.).
 FW0518
 FW0518.The modeled gravity was interpolated from observed gravity values.
 FW0518
 FW0518;                    North         East    Units  Estimated Accuracy
 FW0518;SPC VA S     - 1,179,700.    3,777,120.      MT  (+/- 180 meters Scaled)
 FW0518
 FW0518                          SUPERSEDED SURVEY CONTROL
 FW0518
 FW0518  NGVD 29 (??/??/??)    2.416  (m)            7.93   (f) ADJUSTED    2 1
 FW0518
 FW0518.Superseded values are not recommended for survey control.
 FW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0518.See file dsdata.txt to determine how the superseded data were derived.
 FW0518
 FW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG694959(NAD 83)
 FW0518_MARKER: DB = BENCH MARK DISK
 FW0518_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FW0518+WITH SETTING: INTO GROUND
 FW0518_SP_SET: METAL ROD WITH BASE PLATE
 FW0518_STAMPING: A 466 1977
 FW0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0518+STABILITY: SURFACE MOTION
 FW0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0518+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0518
 FW0518  HISTORY     - Date     Condition        Report By
 FW0518  HISTORY     - 1977     MONUMENTED       NGS
 FW0518  HISTORY     - 20031015 GOOD             USPSQD
 FW0518
 FW0518                          STATION DESCRIPTION
 FW0518
 FW0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0518'IN ASSATEAGUE ISLAND.
 FW0518'0.6 MILE SOUTHEAST AND NORTHEAST ALONG THE SERVICE ROAD FROM THE
 FW0518'WILDLIFE SERVICE MAINTENANCE YARD ON ASSATEAGUE ISLAND, 28 FEET
 FW0518'NORTH OF THE CENTERLINE OF THE ROAD.
 FW0518
 FW0518                          STATION RECOVERY (2003)
 FW0518
 FW0518'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0518'IS MARKED BY A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7918 ***********************************************************************
 HV7918  DESIGNATION -  A 467
 HV7918  PID         -  HV7918
 HV7918  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV7918  USGS QUAD   -  FREDERICKSBURG (1994)
 HV7918
 HV7918                         *CURRENT SURVEY CONTROL
 HV7918  ___________________________________________________________________
 HV7918* NAD 83(1986)-  38 17 52.     (N)    077 27 30.     (W)     SCALED    
 HV7918* NAVD 88     -        12.472  (meters)      40.92   (feet)  ADJUSTED  
 HV7918  ___________________________________________________________________
 HV7918  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV7918  DYNAMIC HT  -          12.464 (meters)      40.89  (feet)  COMP
 HV7918  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 HV7918  OBS GRAVITY -     980,015.5   (mgal)                       GRAV_OBS
 HV7918
 HV7918  VERT ORDER  -  FIRST     CLASS I
 HV7918
 HV7918.The horizontal coordinates were scaled from a topographic map and have
 HV7918.an estimated accuracy of +/- 6 seconds.
 HV7918
 HV7918.The orthometric height was determined by differential leveling
 HV7918.and adjusted by the National Geodetic Survey in June 1991..
 HV7918
 HV7918.The geoid height was determined by GEOID03.
 HV7918
 HV7918.The dynamic height is computed by dividing the NAVD 88
 HV7918.geopotential number by the normal gravity value computed on the
 HV7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7918.degrees latitude (g = 980.6199 gals.).
 HV7918
 HV7918.The modeled gravity was interpolated from observed gravity values.
 HV7918.The observed gravity was obtained from relative gravimeter ties
 HV7918.to the IGSN71 gravity network.
 HV7918
 HV7918;                    North         East    Units  Estimated Accuracy
 HV7918;SPC VA N     - 2,070,570.    3,591,120.      MT  (+/- 180 meters Scaled)
 HV7918
 HV7918                          SUPERSEDED SURVEY CONTROL
 HV7918
 HV7918  NGVD 29 (??/??/??)   12.723  (m)           41.74   (f) ADJUSTED    1 1
 HV7918
 HV7918.Superseded values are not recommended for survey control.
 HV7918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7918.See file dsdata.txt to determine how the superseded data were derived.
 HV7918
 HV7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH850417(NAD 83)
 HV7918_MARKER: I = METAL ROD
 HV7918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV7918_STAMPING: A 467 1978
 HV7918_MARK LOGO: NGS   
 HV7918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV7918+STABILITY: POSITION/ELEVATION WELL
 HV7918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7918+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 HV7918
 HV7918  HISTORY     - Date     Condition        Report By
 HV7918  HISTORY     - 1978     MONUMENTED       NGS
 HV7918  HISTORY     - 1983     GOOD             NGS
 HV7918  HISTORY     - 1984     GOOD             NGS
 HV7918  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV7918  HISTORY     - 20030512 GOOD             INDIV
 HV7918  HISTORY     - 20030814 GOOD             GEOCAC
 HV7918
 HV7918                          STATION DESCRIPTION
 HV7918
 HV7918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7918'0.25 MI SOUTH FROM FREDERICKSBURG.
 HV7918'0.25 MILES SOUTH ALONG US HIGHWAY 1 AND 17 AND STATE HIGHWAY 2 FROM
 HV7918
 HV7918                          STATION RECOVERY (1983)
 HV7918
 HV7918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7918'RECOVERED IN GOOD CONDITION.
 HV7918
 HV7918                          STATION RECOVERY (1984)
 HV7918
 HV7918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV7918'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE WITH THE
 HV7918'FOLLOWING CORRECTIONS, THE POST OFFICE BUILDING IS NOW THE CITY HALL
 HV7918'BUILDING, STREET LAMP POLE IS XE84.
 HV7918
 HV7918                          STATION RECOVERY (1998)
 HV7918
 HV7918'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7918'MARK NOT FOUND.
 HV7918
 HV7918                          STATION RECOVERY (2003)
 HV7918
 HV7918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (HGP)
 HV7918'RECOVERED IN GOOD CONDITION.  BUSH ADJACENT TO MARK - SUITABLE FOR GPS
 HV7918'WITH HIGH ANTENNA.
 HV7918' 
 HV7918
 HV7918                          STATION RECOVERY (2003)
 HV7918
 HV7918'RECOVERY NOTE BY GEOCACHING 2003 (MTS)
 HV7918'IN FREDERICKSBURG, AT THE SE CORNER OF THE INTERSECTION OF LAFEYETTE
 HV7918'AND CHARLES.  FROM THE FREDERICKSBURG POST OFFICE .12 MILES S ON
 HV7918'PRINCESS ANNE ST, THEN .06 MILES W ON LAFAYETTE BLVD TO MARK ON LEFT.
 HV7918'MARK IS APPROX. 20 FT SE FROM LIGHT POLE, 8 FT N OF RETAINING WALL AND
 HV7918'1.5 FT E OF WITNESS POST.  IT IS ENCASED IN A PIPE FLUSH WITH THE
 HV7918'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2241 ***********************************************************************
 FX2241  DESIGNATION -  A 468
 FX2241  PID         -  FX2241
 FX2241  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX2241  USGS QUAD   -  HOLLAND (1986)
 FX2241
 FX2241                         *CURRENT SURVEY CONTROL
 FX2241  ___________________________________________________________________
 FX2241* NAD 83(1986)-  36 42 40.     (N)    076 49 50.     (W)     SCALED    
 FX2241* NAVD 88     -        19.400  (meters)      63.65   (feet)  ADJUSTED  
 FX2241  ___________________________________________________________________
 FX2241  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 FX2241  DYNAMIC HT  -          19.385 (meters)      63.60  (feet)  COMP
 FX2241  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 FX2241  OBS GRAVITY -     979,871.6   (mgal)                       GRAV_OBS
 FX2241
 FX2241  VERT ORDER  -  FIRST     CLASS II
 FX2241
 FX2241.The horizontal coordinates were scaled from a topographic map and have
 FX2241.an estimated accuracy of +/- 6 seconds.
 FX2241
 FX2241.The orthometric height was determined by differential leveling
 FX2241.and adjusted by the National Geodetic Survey in June 1991..
 FX2241
 FX2241.The geoid height was determined by GEOID03.
 FX2241
 FX2241.The dynamic height is computed by dividing the NAVD 88
 FX2241.geopotential number by the normal gravity value computed on the
 FX2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2241.degrees latitude (g = 980.6199 gals.).
 FX2241
 FX2241.The modeled gravity was interpolated from observed gravity values.
 FX2241.The observed gravity was obtained from relative gravimeter ties
 FX2241.to the IGSN71 gravity network.
 FX2241
 FX2241;                    North         East    Units  Estimated Accuracy
 FX2241;SPC VA S     - 1,043,240.    3,649,150.      MT  (+/- 180 meters Scaled)
 FX2241
 FX2241                          SUPERSEDED SURVEY CONTROL
 FX2241
 FX2241.No superseded survey control is available for this station.
 FX2241
 FX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF365643(NAD 83)
 FX2241_MARKER: DB = BENCH MARK DISK
 FX2241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2241_SP_SET: STAINLESS STEEL ROD
 FX2241_STAMPING: A 468 1978
 FX2241_PROJECTION: FLUSH
 FX2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2241+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 FX2241_ROD/PIPE-DEPTH: 7.32 meters
 FX2241
 FX2241  HISTORY     - Date     Condition        Report By
 FX2241  HISTORY     - 1978     MONUMENTED       NGS
 FX2241  HISTORY     - 20010815 GOOD             VADOT
 FX2241
 FX2241                          STATION DESCRIPTION
 FX2241
 FX2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2241'0.3 MI SW FROM CARRSVILLE.
 FX2241'ABOUT 0.3 MILE SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 FX2241'FROM THE OVERPASS OF U.S. HIGHWAY 58 IN CARRSVILLE, SET IN THE CROSS-
 FX2241'ING OF COUNTY ROAD 641, 68.5 FEET SOUTHWEST OF THE CENTERLINE OF
 FX2241'THE CROSSING, 52.1 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 FX2241'22.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET NORTH
 FX2241'OF POWER POLE NUMBER H 97-12 WITH 3 GUY WIRES.
 FX2241'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2241'THE MARK IS 3 FT BELOW THE TRACKS.
 FX2241
 FX2241                          STATION RECOVERY (2001)
 FX2241
 FX2241'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX2241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2270 ***********************************************************************
 FX2270  DESIGNATION -  A 469
 FX2270  PID         -  FX2270
 FX2270  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2270  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX2270
 FX2270                         *CURRENT SURVEY CONTROL
 FX2270  ___________________________________________________________________
 FX2270* NAD 83(1986)-  36 33 04.     (N)    077 17 16.     (W)     SCALED    
 FX2270* NAVD 88     -        12.719  (meters)      41.73   (feet)  ADJUSTED  
 FX2270  ___________________________________________________________________
 FX2270  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 FX2270  DYNAMIC HT  -          12.709 (meters)      41.70  (feet)  COMP
 FX2270  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 FX2270
 FX2270  VERT ORDER  -  FIRST     CLASS II
 FX2270
 FX2270.The horizontal coordinates were scaled from a topographic map and have
 FX2270.an estimated accuracy of +/- 6 seconds.
 FX2270
 FX2270.The orthometric height was determined by differential leveling
 FX2270.and adjusted by the National Geodetic Survey in June 1991..
 FX2270
 FX2270.The geoid height was determined by GEOID03.
 FX2270
 FX2270.The dynamic height is computed by dividing the NAVD 88
 FX2270.geopotential number by the normal gravity value computed on the
 FX2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2270.degrees latitude (g = 980.6199 gals.).
 FX2270
 FX2270.The modeled gravity was interpolated from observed gravity values.
 FX2270
 FX2270;                    North         East    Units  Estimated Accuracy
 FX2270;SPC VA S     - 1,024,870.    3,608,540.      MT  (+/- 180 meters Scaled)
 FX2270
 FX2270                          SUPERSEDED SURVEY CONTROL
 FX2270
 FX2270.No superseded survey control is available for this station.
 FX2270
 FX2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF952475(NAD 83)
 FX2270_MARKER: DB = BENCH MARK DISK
 FX2270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2270_SP_SET: STAINLESS STEEL ROD
 FX2270_STAMPING: A 469 1978
 FX2270_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2270_ROD/PIPE-DEPTH: 7.32 meters
 FX2270
 FX2270  HISTORY     - Date     Condition        Report By
 FX2270  HISTORY     - 1978     MONUMENTED       NGS
 FX2270
 FX2270                          STATION DESCRIPTION
 FX2270
 FX2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2270'2.5 MI SW FROM BRANCHVILLE.
 FX2270'ABOUT 2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 186, FROM ITS JUNC-
 FX2270'TION WITH STATE HIGHWAY 730 IN BRANCHVILLE.  0.1 MILE NORTHEAST OF
 FX2270'A DIRT ROAD LEADING SOUTH, 25 FEET SOUTHEAST OF THE CENTERLINE
 FX2270'OF THE HIGHWAY, 2.5 FEET NORTHEAST OF A POST AND SIGN DRIVER SUB-
 FX2270'JECT TO ARREST FOR LITTER THROWN FROM VEHICLE, 1 FOOT NORTH OF A
 FX2270'FENCE.
 FX2270'THE MARK IS 1 FT  S FROM A WITNESS POST.
 FX2270'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2879 ***********************************************************************
 HV2879  DESIGNATION -  A 47
 HV2879  PID         -  HV2879
 HV2879  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2879  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2879
 HV2879                         *CURRENT SURVEY CONTROL
 HV2879  ___________________________________________________________________
 HV2879* NAD 83(1986)-  38 16 03.     (N)    077 26 34.     (W)     SCALED    
 HV2879* NAVD 88     -        25.677  (meters)      84.24   (feet)  ADJUSTED  
 HV2879  ___________________________________________________________________
 HV2879  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2879  DYNAMIC HT  -          25.661 (meters)      84.19  (feet)  COMP
 HV2879  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 HV2879  OBS GRAVITY -     980,015.2   (mgal)                       GRAV_OBS
 HV2879
 HV2879  VERT ORDER  -  FIRST     CLASS I
 HV2879
 HV2879.The horizontal coordinates were scaled from a topographic map and have
 HV2879.an estimated accuracy of +/- 6 seconds.
 HV2879
 HV2879.The orthometric height was determined by differential leveling
 HV2879.and adjusted by the National Geodetic Survey in June 1991..
 HV2879
 HV2879.The geoid height was determined by GEOID03.
 HV2879
 HV2879.The dynamic height is computed by dividing the NAVD 88
 HV2879.geopotential number by the normal gravity value computed on the
 HV2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2879.degrees latitude (g = 980.6199 gals.).
 HV2879
 HV2879.The modeled gravity was interpolated from observed gravity values.
 HV2879.The observed gravity was obtained from relative gravimeter ties
 HV2879.to the IGSN71 gravity network.
 HV2879
 HV2879;                    North         East    Units  Estimated Accuracy
 HV2879;SPC VA N     - 2,067,220.    3,592,520.      MT  (+/- 180 meters Scaled)
 HV2879
 HV2879                          SUPERSEDED SURVEY CONTROL
 HV2879
 HV2879  NGVD 29 (??/??/??)   25.924  (m)           85.05   (f) ADJUSTED    1 1
 HV2879
 HV2879.Superseded values are not recommended for survey control.
 HV2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2879.See file dsdata.txt to determine how the superseded data were derived.
 HV2879
 HV2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH862383(NAD 83)
 HV2879_MARKER: DB = BENCH MARK DISK
 HV2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2879_STAMPING: A 47 1934 85.157
 HV2879_MARK LOGO: CGS   
 HV2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2879+STABILITY: SURFACE MOTION
 HV2879
 HV2879  HISTORY     - Date     Condition        Report By
 HV2879  HISTORY     - 1934     MONUMENTED       CGS
 HV2879  HISTORY     - 1972     GOOD             NGS
 HV2879  HISTORY     - 1978     GOOD             DMA
 HV2879  HISTORY     - 1983     GOOD             NGS
 HV2879  HISTORY     - 1984     GOOD             NGS
 HV2879  HISTORY     - 19950219 GOOD             USPSQD
 HV2879  HISTORY     - 19981103 GOOD             USPSQD
 HV2879
 HV2879                          STATION DESCRIPTION
 HV2879
 HV2879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2879'2.6 MI SE FROM FREDERICKSBURG.
 HV2879'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV2879'2 AT FROM THE POST OFFICE AT FREDERICKSBURG, 0.25 MILE SOUTHEAST
 HV2879'OF THE MAIN ENTRANCE TO THE SHANNON AIRPORT, 76 FEET SOUTHWEST OF
 HV2879'THE WEST CORNER OF A BRICK HOUSE AT 2800, 38.5 FEET NORTHEAST
 HV2879'OF THE CENTER LINE OF THE HIGHWAYS, 57 FEET SOUTHEAST OF AND
 HV2879'ACROSS A ROAD FROM POWER LINE POLE L M 89, 28 1/2 FEET SOUTHEAST
 HV2879'OF THE CENTER LINE OF A PAVED ROAD, 0.15 MILE SOUTHEAST OF THE
 HV2879'NORTHEAST END OF THE NORTHEAST-SOUTHEAST RUNWAY OF THE SHANNON
 HV2879'AIRPORT, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HV2879'THE TOP OF A CONCRETE POST PROJECTING 11 INCHES ABOVE THE LEVEL
 HV2879'OF THE GROUND.
 HV2879
 HV2879                          STATION RECOVERY (1978)
 HV2879
 HV2879'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2879'MARK BEARLY READABLE AND ALSO MARK IS 2.55 MILES SOUTHEAST ALONG U.S.
 HV2879'HIGHWAY 17 AND STATE HIGHWAY 2 FROM THE POST OFFICE AT FREDERICKSBURG.
 HV2879
 HV2879                          STATION RECOVERY (1983)
 HV2879
 HV2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV2879'RECOVERED IN GOOD CONDITION.
 HV2879
 HV2879                          STATION RECOVERY (1984)
 HV2879
 HV2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2879'RECOVERED IN GOOD CONDITION.
 HV2879
 HV2879                          STATION RECOVERY (1995)
 HV2879
 HV2879'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2879'RECOVERED IN GOOD CONDITION.
 HV2879
 HV2879                          STATION RECOVERY (1998)
 HV2879
 HV2879'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2155 ***********************************************************************
 FX2155  DESIGNATION -  A 470
 FX2155  PID         -  FX2155
 FX2155  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2155  USGS QUAD   -  KEMPSVILLE (1986)
 FX2155
 FX2155                         *CURRENT SURVEY CONTROL
 FX2155  ___________________________________________________________________
 FX2155* NAD 83(1986)-  36 50 38.     (N)    076 09 09.     (W)     SCALED    
 FX2155* NAVD 88     -         5.117  (meters)      16.79   (feet)  ADJUSTED  
 FX2155  ___________________________________________________________________
 FX2155  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 FX2155  DYNAMIC HT  -           5.113 (meters)      16.77  (feet)  COMP
 FX2155  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX2155
 FX2155  VERT ORDER  -  FIRST     CLASS II
 FX2155
 FX2155.The horizontal coordinates were scaled from a topographic map and have
 FX2155.an estimated accuracy of +/- 6 seconds.
 FX2155
 FX2155.The orthometric height was determined by differential leveling
 FX2155.and adjusted by the National Geodetic Survey in June 1991..
 FX2155
 FX2155.The geoid height was determined by GEOID03.
 FX2155
 FX2155.The dynamic height is computed by dividing the NAVD 88
 FX2155.geopotential number by the normal gravity value computed on the
 FX2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2155.degrees latitude (g = 980.6199 gals.).
 FX2155
 FX2155.The modeled gravity was interpolated from observed gravity values.
 FX2155
 FX2155;                    North         East    Units  Estimated Accuracy
 FX2155;SPC VA S     - 1,059,260.    3,709,360.      MT  (+/- 180 meters Scaled)
 FX2155
 FX2155                          SUPERSEDED SURVEY CONTROL
 FX2155
 FX2155.No superseded survey control is available for this station.
 FX2155
 FX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF972781(NAD 83)
 FX2155_MARKER: DB = BENCH MARK DISK
 FX2155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2155_SP_SET: STAINLESS STEEL ROD
 FX2155_STAMPING: A 470 1979
 FX2155_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2155_ROD/PIPE-DEPTH: 6.10 meters
 FX2155
 FX2155  HISTORY     - Date     Condition        Report By
 FX2155  HISTORY     - 1979     MONUMENTED       NGS
 FX2155
 FX2155                          STATION DESCRIPTION
 FX2155
 FX2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2155'7.7 MI WEST FROM OCEANA.
 FX2155'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS
 FX2155'IN OCEANA.  SET AT THE INTERSECTION OF DORSET AVENUE AND A SERVICE
 FX2155'ROAD, 156 FEET WEST OF THE CENTERLINE OF THE AVENUE, 31 FEET SOUTH
 FX2155'OF THE CENTER OF THE SERVICE ROAD, 15 FEET SOUTHWEST OF POWER POLE
 FX2155'NUMBER IH16, AND 2 FEET NORTH OF THE CENTER ONE OF THREE STEEL
 FX2155'UPRIGHT BILLBOARD I-BEAMS.  NOTE=JUNCTION BENCH MARK, DESIGNATED
 FX2155'BASIC NET A LEVEL LINE TIDE STATION CONNECTION.
 FX2155'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FX2155'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2248 ***********************************************************************
 FX2248  DESIGNATION -  A 471
 FX2248  PID         -  FX2248
 FX2248  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2248  USGS QUAD   -  FRANKLIN (1986)
 FX2248
 FX2248                         *CURRENT SURVEY CONTROL
 FX2248  ___________________________________________________________________
 FX2248* NAD 83(1986)-  36 40 32.     (N)    076 56 30.     (W)     SCALED    
 FX2248* NAVD 88     -         8.784  (meters)      28.82   (feet)  ADJUSTED  
 FX2248  ___________________________________________________________________
 FX2248  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX2248  DYNAMIC HT  -           8.777 (meters)      28.80  (feet)  COMP
 FX2248  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 FX2248
 FX2248  VERT ORDER  -  FIRST     CLASS II
 FX2248
 FX2248.The horizontal coordinates were scaled from a topographic map and have
 FX2248.an estimated accuracy of +/- 6 seconds.
 FX2248
 FX2248.The orthometric height was determined by differential leveling
 FX2248.and adjusted by the National Geodetic Survey in June 1991..
 FX2248
 FX2248.The geoid height was determined by GEOID03.
 FX2248
 FX2248.The dynamic height is computed by dividing the NAVD 88
 FX2248.geopotential number by the normal gravity value computed on the
 FX2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2248.degrees latitude (g = 980.6199 gals.).
 FX2248
 FX2248.The modeled gravity was interpolated from observed gravity values.
 FX2248
 FX2248;                    North         East    Units  Estimated Accuracy
 FX2248;SPC VA S     - 1,039,130.    3,639,290.      MT  (+/- 180 meters Scaled)
 FX2248
 FX2248                          SUPERSEDED SURVEY CONTROL
 FX2248
 FX2248.No superseded survey control is available for this station.
 FX2248
 FX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF264606(NAD 83)
 FX2248_MARKER: DB = BENCH MARK DISK
 FX2248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2248_SP_SET: STAINLESS STEEL ROD
 FX2248_STAMPING: A 471 1979
 FX2248_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2248_ROD/PIPE-DEPTH: 4.88 meters
 FX2248
 FX2248  HISTORY     - Date     Condition        Report By
 FX2248  HISTORY     - 1979     MONUMENTED       NGS
 FX2248
 FX2248                          STATION DESCRIPTION
 FX2248
 FX2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2248'1.4 MI NORTH FROM FRANKLIN.
 FX2248'ABOUT 1.0 MILE SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 FX2248'FROM THE STATION IN FRANKLIN, AND THENCE ABOUT 0.5 MILE NORTHWEST
 FX2248'ALONG COLLEGE DRIVE.  SET ACROSS THE ROAD FROM THE ATHLETIC FIELD
 FX2248'OF THE PAUL D. CAMP COMMUNITY COLLEGE, 333 FEET NORTH OF THE EXTENDED
 FX2248'CENTER OF THE DRIVEWAY TO THE COLLEGE, 35 FEET NORTHWEST OF THE
 FX2248'CENTERLINE OF THE DRIVE, AND 1.5 FEET SOUTHEAST OF POWER POLE NUMBER
 FX2248'W 62 SPA 10 4-40.
 FX2248'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FX2248'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1767 ***********************************************************************
 FY1767  DESIGNATION -  A 472
 FY1767  PID         -  FY1767
 FY1767  STATE/COUNTY-  VA/MECKLENBURG
 FY1767  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1767
 FY1767                         *CURRENT SURVEY CONTROL
 FY1767  ___________________________________________________________________
 FY1767* NAD 83(1986)-  36 32 57.     (N)    078 32 19.     (W)     SCALED    
 FY1767* NAVD 88     -       103.172  (meters)     338.49   (feet)  ADJUSTED  
 FY1767  ___________________________________________________________________
 FY1767  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FY1767  DYNAMIC HT  -         103.092 (meters)     338.23  (feet)  COMP
 FY1767  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 FY1767
 FY1767  VERT ORDER  -  FIRST     CLASS II
 FY1767
 FY1767.The horizontal coordinates were scaled from a topographic map and have
 FY1767.an estimated accuracy of +/- 6 seconds.
 FY1767
 FY1767.The orthometric height was determined by differential leveling
 FY1767.and adjusted by the National Geodetic Survey in June 1991..
 FY1767
 FY1767.The geoid height was determined by GEOID03.
 FY1767
 FY1767.The dynamic height is computed by dividing the NAVD 88
 FY1767.geopotential number by the normal gravity value computed on the
 FY1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1767.degrees latitude (g = 980.6199 gals.).
 FY1767
 FY1767.The modeled gravity was interpolated from observed gravity values.
 FY1767
 FY1767;                    North         East    Units  Estimated Accuracy
 FY1767;SPC VA S     - 1,023,950.    3,496,540.      MT  (+/- 180 meters Scaled)
 FY1767
 FY1767                          SUPERSEDED SURVEY CONTROL
 FY1767
 FY1767  NGVD 29 (03/05/92)  103.437  (m)          339.36   (f) ADJUSTED    1 2
 FY1767
 FY1767.Superseded values are not recommended for survey control.
 FY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1767.See file dsdata.txt to determine how the superseded data were derived.
 FY1767
 FY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA203476(NAD 83)
 FY1767_MARKER: DB = BENCH MARK DISK
 FY1767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FY1767+WITH SETTING: INFORMATION.
 FY1767_SP_SET: SHALLOW SET METAL ROD
 FY1767_STAMPING: A 472 1978
 FY1767_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1767_ROD/PIPE-DEPTH: 1.83 meters
 FY1767
 FY1767  HISTORY     - Date     Condition        Report By
 FY1767  HISTORY     - 1978     MONUMENTED       NGS
 FY1767  HISTORY     - 1987     GOOD             USPSQD
 FY1767  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 FY1767
 FY1767                          STATION DESCRIPTION
 FY1767
 FY1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1767'3.9 MI NORTH FROM BULLOCK.
 FY1767'ABOUT 3.9 MILES NORTH ALONG HIGHWAY 15 FROM THE POST OFFICE IN
 FY1767'BULLOCK, 0.5 MILE NORTH OF THE VIRGINIA, NORTH CAROLINA STATE LINE,
 FY1767'0.3 MILE SOUTH OF A ROAD JUNCTION, 214 FEET SOUTH OF A 36 INCH CON-
 FY1767'CRETE CULVERT PIPE FOR THE HIGHWAY, 37.2 FEET EAST OF THE CENTERLINE
 FY1767'OF THE HIGHWAY, 41.5 FEET WEST OF THE WEST RAIL, AND 2.5 FEET WEST OF
 FY1767'A TELEGRAPH POLE, NUMBER 863.  NOTE=ROD WAS DRIVEN TO REFUSAL AT A
 FY1767'DEPTH OF 6 FEET.
 FY1767'THE MARK IS 2 FT  N FROM A WITNESS POST.
 FY1767'THE MARK IS 4 FT BELOW THE TRACKS.
 FY1767
 FY1767                          STATION RECOVERY (1987)
 FY1767
 FY1767'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1767'RECOVERED IN GOOD CONDITION.
 FY1767
 FY1767                          STATION RECOVERY (2005)
 FY1767
 FY1767'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1767'ROUTE 15 HAS BEEN RELOCATED, AND AREA REGRADED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1792 ***********************************************************************
 FY1792  DESIGNATION -  A 473
 FY1792  PID         -  FY1792
 FY1792  STATE/COUNTY-  VA/MECKLENBURG
 FY1792  USGS QUAD   -  CHASE CITY (1981)
 FY1792
 FY1792                         *CURRENT SURVEY CONTROL
 FY1792  ___________________________________________________________________
 FY1792* NAD 83(1986)-  36 52 28.     (N)    078 28 13.     (W)     SCALED    
 FY1792* NAVD 88     -       126.366  (meters)     414.59   (feet)  ADJUSTED  
 FY1792  ___________________________________________________________________
 FY1792  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 FY1792  DYNAMIC HT  -         126.273 (meters)     414.28  (feet)  COMP
 FY1792  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 FY1792
 FY1792  VERT ORDER  -  FIRST     CLASS II
 FY1792
 FY1792.The horizontal coordinates were scaled from a topographic map and have
 FY1792.an estimated accuracy of +/- 6 seconds.
 FY1792
 FY1792.The orthometric height was determined by differential leveling
 FY1792.and adjusted by the National Geodetic Survey in June 1991..
 FY1792
 FY1792.The geoid height was determined by GEOID03.
 FY1792
 FY1792.The dynamic height is computed by dividing the NAVD 88
 FY1792.geopotential number by the normal gravity value computed on the
 FY1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1792.degrees latitude (g = 980.6199 gals.).
 FY1792
 FY1792.The modeled gravity was interpolated from observed gravity values.
 FY1792
 FY1792;                    North         East    Units  Estimated Accuracy
 FY1792;SPC VA S     - 1,060,050.    3,502,650.      MT  (+/- 180 meters Scaled)
 FY1792
 FY1792                          SUPERSEDED SURVEY CONTROL
 FY1792
 FY1792.No superseded survey control is available for this station.
 FY1792
 FY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA254839(NAD 83)
 FY1792_MARKER: DB = BENCH MARK DISK
 FY1792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FY1792+WITH SETTING: INFORMATION.
 FY1792_SP_SET: SHALLOW SET METAL ROD
 FY1792_STAMPING: A 473 1978
 FY1792_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1792+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FY1792_ROD/PIPE-DEPTH: 1.83 meters
 FY1792
 FY1792  HISTORY     - Date     Condition        Report By
 FY1792  HISTORY     - 1978     MONUMENTED       NGS
 FY1792  HISTORY     - 20051019 GOOD             USPSQD
 FY1792
 FY1792                          STATION DESCRIPTION
 FY1792
 FY1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1792'5.8 MI NW FROM CHASE CITY.
 FY1792'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION WITH
 FY1792'STATE HIGHWAY 47 IN CHASE CITY, AND THENCE 3.2 MILES NORTHWEST ALONG
 FY1792'COUNTY ROAD 682, 277 FEET NORTH OF THE CENTER OF A 48 INCH PIPE
 FY1792'CULVERT WITH A HEADWALL, 84 FEET NORTH OF THE CENTER OF THE WEST
 FY1792'END OF A 24 INCH CONCRETE CULVERT PIPE, 19 FEET EAST-NORTHEAST OF
 FY1792'A 12 INCH BLAZED PINE TREE, 19 FEET WEST OF THE CENTER OF THE ROAD,
 FY1792'AND 1.5 FEET EAST OF A FENCE LINE.  ROD WAS DRIVEN TO REFUSAL AT
 FY1792'A DEPTH OF 6 FEET.
 FY1792'THE MARK IS 1 FT  S FROM A WITNESS POST.
 FY1792'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FY1792
 FY1792                          STATION RECOVERY (2005)
 FY1792
 FY1792'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1792'PLASTIC CAP HAS BEEN BROKEN OFF AND WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1922 ***********************************************************************
 GW1922  DESIGNATION -  A 474
 GW1922  PID         -  GW1922
 GW1922  STATE/COUNTY-  VA/PRINCE EDWARD
 GW1922  USGS QUAD   -  GREEN BAY (1974)
 GW1922
 GW1922                         *CURRENT SURVEY CONTROL
 GW1922  ___________________________________________________________________
 GW1922* NAD 83(1986)-  37 07 37.     (N)    078 19 25.     (W)     SCALED    
 GW1922* NAVD 88     -       165.709  (meters)     543.66   (feet)  ADJUSTED  
 GW1922  ___________________________________________________________________
 GW1922  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW1922  DYNAMIC HT  -         165.589 (meters)     543.27  (feet)  COMP
 GW1922  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 GW1922
 GW1922  VERT ORDER  -  FIRST     CLASS II
 GW1922
 GW1922.The horizontal coordinates were scaled from a topographic map and have
 GW1922.an estimated accuracy of +/- 6 seconds.
 GW1922
 GW1922.The orthometric height was determined by differential leveling
 GW1922.and adjusted by the National Geodetic Survey in June 1991..
 GW1922
 GW1922.The geoid height was determined by GEOID03.
 GW1922
 GW1922.The dynamic height is computed by dividing the NAVD 88
 GW1922.geopotential number by the normal gravity value computed on the
 GW1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1922.degrees latitude (g = 980.6199 gals.).
 GW1922
 GW1922.The modeled gravity was interpolated from observed gravity values.
 GW1922
 GW1922;                    North         East    Units  Estimated Accuracy
 GW1922;SPC VA S     - 1,088,090.    3,515,670.      MT  (+/- 180 meters Scaled)
 GW1922
 GW1922                          SUPERSEDED SURVEY CONTROL
 GW1922
 GW1922.No superseded survey control is available for this station.
 GW1922
 GW1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB377123(NAD 83)
 GW1922_MARKER: DB = BENCH MARK DISK
 GW1922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1922_SP_SET: STAINLESS STEEL ROD
 GW1922_STAMPING: A 474 1978
 GW1922_PROJECTION: PROJECTING 5 CENTIMETERS
 GW1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1922+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW1922_ROD/PIPE-DEPTH: 1.22 meters
 GW1922
 GW1922  HISTORY     - Date     Condition        Report By
 GW1922  HISTORY     - 1978     MONUMENTED       NGS
 GW1922  HISTORY     - 20010220 GOOD             USPSQD
 GW1922  HISTORY     - 20060125 GOOD             USPSQD
 GW1922
 GW1922                          STATION DESCRIPTION
 GW1922
 GW1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GW1922'0.7 MI SW FROM GREEN BAY.
 GW1922'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 360 FROM ITS JUNCTION
 GW1922'WITH COUNTY ROAD 696 IN GREEN BAY.  SET AT THE T JUNCTION OF
 GW1922'COUNTY ROAD 679 AND THE HIGHWAY, ALSO ON THE SOUTHWEST END OF THE
 GW1922'CUT BANK, 118.5 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF THE
 GW1922'ROAD, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 GW1922'THE HIGHWAY, 21.6 FEET NORTHEAST OF THE NORTHEAST END OF A GUARD
 GW1922'RAIL.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 4 FEET.
 GW1922'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 GW1922'THE MARK IS 1 FT BELOW THE HIGHWAY.
 GW1922
 GW1922                          STATION RECOVERY (2001)
 GW1922
 GW1922'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW1922'RECOVERED IN GOOD CONDITION.
 GW1922
 GW1922                          STATION RECOVERY (2006)
 GW1922
 GW1922'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3445 ***********************************************************************
 GV3445  DESIGNATION -  A 475
 GV3445  PID         -  GV3445
 GV3445  STATE/COUNTY-  VA/POWHATAN
 GV3445  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV3445
 GV3445                         *CURRENT SURVEY CONTROL
 GV3445  ___________________________________________________________________
 GV3445* NAD 83(1986)-  37 30 33.     (N)    077 45 19.     (W)     SCALED    
 GV3445* NAVD 88     -        97.380  (meters)     319.49   (feet)  ADJUSTED  
 GV3445  ___________________________________________________________________
 GV3445  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GV3445  DYNAMIC HT  -          97.314 (meters)     319.27  (feet)  COMP
 GV3445  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 GV3445
 GV3445  VERT ORDER  -  FIRST     CLASS II
 GV3445
 GV3445.The horizontal coordinates were scaled from a topographic map and have
 GV3445.an estimated accuracy of +/- 6 seconds.
 GV3445
 GV3445.The orthometric height was determined by differential leveling
 GV3445.and adjusted by the National Geodetic Survey in June 1991..
 GV3445
 GV3445.The geoid height was determined by GEOID03.
 GV3445
 GV3445.The dynamic height is computed by dividing the NAVD 88
 GV3445.geopotential number by the normal gravity value computed on the
 GV3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3445.degrees latitude (g = 980.6199 gals.).
 GV3445
 GV3445.The modeled gravity was interpolated from observed gravity values.
 GV3445
 GV3445;                    North         East    Units  Estimated Accuracy
 GV3445;SPC VA S     - 1,130,750.    3,565,840.      MT  (+/- 180 meters Scaled)
 GV3445
 GV3445                          SUPERSEDED SURVEY CONTROL
 GV3445
 GV3445.No superseded survey control is available for this station.
 GV3445
 GV3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG564549(NAD 83)
 GV3445_MARKER: DB = BENCH MARK DISK
 GV3445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3445_SP_SET: STAINLESS STEEL ROD
 GV3445_STAMPING: A 475 1979
 GV3445_PROJECTION: PROJECTING 8 CENTIMETERS
 GV3445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3445_ROD/PIPE-DEPTH: 3.05 meters
 GV3445
 GV3445  HISTORY     - Date     Condition        Report By
 GV3445  HISTORY     - 1979     MONUMENTED       NGS
 GV3445  HISTORY     - 1990     GOOD             USPSQD
 GV3445  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV3445  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 GV3445
 GV3445                          STATION DESCRIPTION
 GV3445
 GV3445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3445'3.6 MI EAST FROM FLAT ROCK.
 GV3445'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV3445'COUNTY ROAD 622 AND U.S. HIGHWAY 60 IN FLAT ROCK.  MARK IS SET AT
 GV3445'A POWER LINE CROSSING OVER THE HIGHWAY, AND AT POWER POLE NUMBER
 GV3445'TG29, 58 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 GV3445'HIGHWAY, 25.5 FEET EAST OF A PRIVATE DRIVE LEADING TO THE RESIDENCE
 GV3445'OF E.O. HALL, AND 1.5 FEET EAST OF THE POWER POLE.  NOTE=ROD WAS
 GV3445'DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 GV3445'THE MARK IS 1 FT  W FROM A WITNESS POST.
 GV3445'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 GV3445
 GV3445                          STATION RECOVERY (1990)
 GV3445
 GV3445'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV3445'RECOVERED IN GOOD CONDITION.
 GV3445
 GV3445                          STATION RECOVERY (2000)
 GV3445
 GV3445'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3445'MARK NOT FOUND.
 GV3445
 GV3445                          STATION RECOVERY (2004)
 GV3445
 GV3445'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1938 ***********************************************************************
 GW1938  DESIGNATION -  A 476
 GW1938  PID         -  GW1938
 GW1938  STATE/COUNTY-  VA/AMELIA
 GW1938  USGS QUAD   -  JETERSVILLE (1968)
 GW1938
 GW1938                         *CURRENT SURVEY CONTROL
 GW1938  ___________________________________________________________________
 GW1938* NAD 83(1986)-  37 19 05.     (N)    078 02 40.     (W)     SCALED    
 GW1938* NAVD 88     -       118.090  (meters)     387.43   (feet)  ADJUSTED  
 GW1938  ___________________________________________________________________
 GW1938  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW1938  DYNAMIC HT  -         118.008 (meters)     387.16  (feet)  COMP
 GW1938  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 GW1938
 GW1938  VERT ORDER  -  FIRST     CLASS II
 GW1938
 GW1938.The horizontal coordinates were scaled from a topographic map and have
 GW1938.an estimated accuracy of +/- 6 seconds.
 GW1938
 GW1938.The orthometric height was determined by differential leveling
 GW1938.and adjusted by the National Geodetic Survey in June 1991..
 GW1938
 GW1938.The geoid height was determined by GEOID03.
 GW1938
 GW1938.The dynamic height is computed by dividing the NAVD 88
 GW1938.geopotential number by the normal gravity value computed on the
 GW1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1938.degrees latitude (g = 980.6199 gals.).
 GW1938
 GW1938.The modeled gravity was interpolated from observed gravity values.
 GW1938
 GW1938;                    North         East    Units  Estimated Accuracy
 GW1938;SPC VA S     - 1,109,380.    3,540,380.      MT  (+/- 180 meters Scaled)
 GW1938
 GW1938                          SUPERSEDED SURVEY CONTROL
 GW1938
 GW1938.No superseded survey control is available for this station.
 GW1938
 GW1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB619342(NAD 83)
 GW1938_MARKER: DB = BENCH MARK DISK
 GW1938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1938_SP_SET: STAINLESS STEEL ROD
 GW1938_STAMPING: A 476 1979
 GW1938_PROJECTION: FLUSH
 GW1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1938+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW1938_ROD/PIPE-DEPTH: 3.05 meters
 GW1938
 GW1938  HISTORY     - Date     Condition        Report By
 GW1938  HISTORY     - 1979     MONUMENTED       NGS
 GW1938  HISTORY     - 19950124 GOOD             USPSQD
 GW1938  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GW1938  HISTORY     - 20041027 GOOD             USPSQD
 GW1938
 GW1938                          STATION DESCRIPTION
 GW1938
 GW1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1938'4.0 MI SW FROM AMELIA COURT HOUSE.
 GW1938'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 360 FROM ITS
 GW1938'JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT HOUSE, THENCE ABOUT 3.1
 GW1938'MILES SOUTHWEST ALONG U.S. HIGHWAY 360, AND THENCE 0.1 MILE SOUTHWEST
 GW1938'ALONG COUNTY ROAD 697, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 GW1938'ROAD, AND 1.5 FEET NORTHEAST OF POWER POLE NUMBER WF52.  NOTE=ROD
 GW1938'DRIVEN TO REFUSAL AT 10 FEET.
 GW1938'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 GW1938'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 GW1938
 GW1938                          STATION RECOVERY (1995)
 GW1938
 GW1938'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1938'RECOVERED IN GOOD CONDITION.
 GW1938
 GW1938                          STATION RECOVERY (2000)
 GW1938
 GW1938'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW1938'MARK NOT FOUND.
 GW1938
 GW1938                          STATION RECOVERY (2004)
 GW1938
 GW1938'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW1938'CHANGE ROUTE NUMBER TO STATE RT 640
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0904 ***********************************************************************
 GV0904  DESIGNATION -  A 48
 GV0904  PID         -  GV0904
 GV0904  STATE/COUNTY-  VA/ESSEX
 GV0904  USGS QUAD   -  DUNNSVILLE (1985)
 GV0904
 GV0904                         *CURRENT SURVEY CONTROL
 GV0904  ___________________________________________________________________
 GV0904* NAD 83(1986)-  37 51 02.     (N)    076 48 28.     (W)     SCALED    
 GV0904* NAVD 88     -        37.261  (meters)     122.25   (feet)  POSTED    
 GV0904  ___________________________________________________________________
 GV0904  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV0904  DYNAMIC HT  -          37.240 (meters)     122.18  (feet)  COMP
 GV0904  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 GV0904
 GV0904  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0904
 GV0904.The horizontal coordinates were scaled from a topographic map and have
 GV0904.an estimated accuracy of +/- 6 seconds.
 GV0904
 GV0904.The orthometric height was determined by differential leveling
 GV0904.and adjusted by the National Geodetic Survey in 1992..
 GV0904.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0904.rate of 0.0 thru 1.0 mm/km.
 GV0904
 GV0904.The geoid height was determined by GEOID03.
 GV0904
 GV0904.The dynamic height is computed by dividing the NAVD 88
 GV0904.geopotential number by the normal gravity value computed on the
 GV0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0904.degrees latitude (g = 980.6199 gals.).
 GV0904
 GV0904.The modeled gravity was interpolated from observed gravity values.
 GV0904
 GV0904;                    North         East    Units  Estimated Accuracy
 GV0904;SPC VA S     - 1,169,710.    3,648,920.      MT  (+/- 180 meters Scaled)
 GV0904
 GV0904                          SUPERSEDED SURVEY CONTROL
 GV0904
 GV0904  NGVD 29 (??/??/??)   37.586  (m)          123.31   (f) ADJUSTED    2 0
 GV0904
 GV0904.Superseded values are not recommended for survey control.
 GV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0904.See file dsdata.txt to determine how the superseded data were derived.
 GV0904
 GV0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG409907(NAD 83)
 GV0904_MARKER: DB = BENCH MARK DISK
 GV0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0904_STAMPING: 123.313 A 48 1934
 GV0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0904+STABILITY: SURFACE MOTION
 GV0904
 GV0904  HISTORY     - Date     Condition        Report By
 GV0904  HISTORY     - 1934     MONUMENTED       CGS
 GV0904  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV0904  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0904  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0904
 GV0904                          STATION DESCRIPTION
 GV0904
 GV0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0904'1 MI SE FROM DUNNSVILLE.
 GV0904'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM DUNNSVILLE, ESSEX
 GV0904'COUNTY, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 606, 39 FEET
 GV0904'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 17, 16 FEET NORTHWEST
 GV0904'OF THE CENTER LINE OF THE DIRT ROAD, DIRECTLY ACROSS THE HIGHWAY
 GV0904'FROM A TEXACO SERVICE STATION (IN 1935), 2 FEET NORTHWEST OF A
 GV0904'POWER-TRANSMISSION LINE POLE, AND ABOUT 1 FOOT LOWER THAN THE
 GV0904'HIGHWAY.  A STANDARD DISK, STAMPED 123.313 A 48 1934 AND SET IN THE
 GV0904'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0904
 GV0904                          STATION RECOVERY (1999)
 GV0904
 GV0904'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0904'MARK NOT FOUND.
 GV0904
 GV0904                          STATION RECOVERY (2004)
 GV0904
 GV0904'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1421 ***********************************************************************
 GV1421  DESIGNATION -  A 49
 GV1421  PID         -  GV1421
 GV1421  STATE/COUNTY-  VA/NEW KENT
 GV1421  USGS QUAD   -  QUINTON (1987)
 GV1421
 GV1421                         *CURRENT SURVEY CONTROL
 GV1421  ___________________________________________________________________
 GV1421* NAD 83(1986)-  37 33 29.     (N)    077 07 38.     (W)     SCALED    
 GV1421* NAVD 88     -        12.539  (meters)      41.14   (feet)  ADJUSTED  
 GV1421  ___________________________________________________________________
 GV1421  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GV1421  DYNAMIC HT  -          12.531 (meters)      41.11  (feet)  COMP
 GV1421  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 GV1421
 GV1421  VERT ORDER  -  SECOND    CLASS 0
 GV1421
 GV1421.The horizontal coordinates were scaled from a topographic map and have
 GV1421.an estimated accuracy of +/- 6 seconds.
 GV1421
 GV1421.The orthometric height was determined by differential leveling
 GV1421.and adjusted by the National Geodetic Survey in June 1991..
 GV1421
 GV1421.The geoid height was determined by GEOID03.
 GV1421
 GV1421.The dynamic height is computed by dividing the NAVD 88
 GV1421.geopotential number by the normal gravity value computed on the
 GV1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1421.degrees latitude (g = 980.6199 gals.).
 GV1421
 GV1421.The modeled gravity was interpolated from observed gravity values.
 GV1421
 GV1421;                    North         East    Units  Estimated Accuracy
 GV1421;SPC VA S     - 1,136,800.    3,621,280.      MT  (+/- 180 meters Scaled)
 GV1421
 GV1421                          SUPERSEDED SURVEY CONTROL
 GV1421
 GV1421  NGVD 29 (??/??/??)   12.878  (m)           42.25   (f) ADJUSTED    2 0
 GV1421
 GV1421.Superseded values are not recommended for survey control.
 GV1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1421.See file dsdata.txt to determine how the superseded data were derived.
 GV1421
 GV1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG121589(NAD 83)
 GV1421_MARKER: DB = BENCH MARK DISK
 GV1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1421_SP_SET: CULVERT
 GV1421_STAMPING: 42.251 A 49 1934
 GV1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1421
 GV1421  HISTORY     - Date     Condition        Report By
 GV1421  HISTORY     - 1934     MONUMENTED       CGS
 GV1421  HISTORY     - 1945     GOOD             CGS
 GV1421  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1421  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1421  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1421  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1421
 GV1421                          STATION DESCRIPTION
 GV1421
 GV1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GV1421'1.8 MI SW FROM TUNSTALL.
 GV1421'1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GV1421'TUNSTALL, NEW KENT COUNTY, 0.2 MILE NORTHEAST OF MILEPOST 158,
 GV1421'175 YARDS SOUTHWEST OF THE RICHARDSON SIDING SIGN, AT A 3-FOOT
 GV1421'PIPE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 GV1421'CONCRETE HEADWALL, 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 GV1421'ABOUT 10 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 42.251
 GV1421'A 49 1934.
 GV1421
 GV1421                          STATION RECOVERY (1945)
 GV1421
 GV1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 GV1421'RECOVERED IN GOOD CONDITION.
 GV1421
 GV1421                          STATION RECOVERY (1996)
 GV1421
 GV1421'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1421'MARK NOT FOUND.
 GV1421
 GV1421                          STATION RECOVERY (2000)
 GV1421
 GV1421'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1421'MARK NOT FOUND.
 GV1421
 GV1421                          STATION RECOVERY (2001)
 GV1421
 GV1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1421
 GV1421                          STATION RECOVERY (2005)
 GV1421
 GV1421'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7922 ***********************************************************************
 HV7922  DESIGNATION -  A 493
 HV7922  PID         -  HV7922
 HV7922  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV7922  USGS QUAD   -  FREDERICKSBURG (1994)
 HV7922
 HV7922                         *CURRENT SURVEY CONTROL
 HV7922  ___________________________________________________________________
 HV7922* NAD 83(1986)-  38 17 49.     (N)    077 28 08.     (W)     SCALED    
 HV7922* NAVD 88     -        27.091  (meters)      88.88   (feet)  ADJUSTED  
 HV7922  ___________________________________________________________________
 HV7922  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV7922  DYNAMIC HT  -          27.074 (meters)      88.83  (feet)  COMP
 HV7922  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 HV7922
 HV7922  VERT ORDER  -  FIRST     CLASS I
 HV7922
 HV7922.The horizontal coordinates were scaled from a topographic map and have
 HV7922.an estimated accuracy of +/- 6 seconds.
 HV7922
 HV7922.The orthometric height was determined by differential leveling
 HV7922.and adjusted by the National Geodetic Survey in June 1991..
 HV7922
 HV7922.The geoid height was determined by GEOID03.
 HV7922
 HV7922.The dynamic height is computed by dividing the NAVD 88
 HV7922.geopotential number by the normal gravity value computed on the
 HV7922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7922.degrees latitude (g = 980.6199 gals.).
 HV7922
 HV7922.The modeled gravity was interpolated from observed gravity values.
 HV7922
 HV7922;                    North         East    Units  Estimated Accuracy
 HV7922;SPC VA N     - 2,070,470.    3,590,190.      MT  (+/- 180 meters Scaled)
 HV7922
 HV7922                          SUPERSEDED SURVEY CONTROL
 HV7922
 HV7922  NGVD 29 (??/??/??)   27.342  (m)           89.70   (f) ADJUSTED    1 1
 HV7922
 HV7922.Superseded values are not recommended for survey control.
 HV7922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7922.See file dsdata.txt to determine how the superseded data were derived.
 HV7922
 HV7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH840416(NAD 83)
 HV7922_MARKER: I = METAL ROD
 HV7922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7922_SP_SET: STAINLESS STEEL ROD
 HV7922_STAMPING: A 493 1981
 HV7922_MARK LOGO: NGS   
 HV7922_PROJECTION: FLUSH
 HV7922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7922+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 HV7922_ROD/PIPE-DEPTH: 2.44 meters
 HV7922
 HV7922  HISTORY     - Date     Condition        Report By
 HV7922  HISTORY     - 1981     MONUMENTED       NGS
 HV7922  HISTORY     - 1983     GOOD             NGS
 HV7922  HISTORY     - 1984     GOOD             NGS
 HV7922  HISTORY     - 19981103 GOOD             USPSQD
 HV7922  HISTORY     - 20050429 GOOD             GEOCAC
 HV7922
 HV7922                          STATION DESCRIPTION
 HV7922
 HV7922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7922'IN FREDERICKSBURG.
 HV7922'IN FREDERICKSBURG, AT THE INTERSECTION OF HANOVER STREET AND
 HV7922'SUNKEN ROAD, ON THE SOUTHWEST SIDE OF A BATTLE OF FREDERICKSBURG
 HV7922'CIVIL WAR STONE MONUMENT WITH A STEEL PLAQUE DESCRIBING BATTLE,
 HV7922'9.4 M (31.0 FEET) SOUTHEAST OF THE CENTERLINE OF HANOVER STREET,
 HV7922'9.1 M (29.7 FEET) SOUTHWEST OF THE CENTERLINE OF SUNKEN ROAD,
 HV7922'1.4 M (4.5 FEET) NORTHEAST OF A STONE WALL, AND 0.3 M (1.0 FEET)
 HV7922'SOUTHWEST OF A STONE MONUMENT. A STAINLESS STEEL ROD SET TO THE
 HV7922'DEPTH OF 8.0 FEET ENCASED IN A PIPE FLUSH WITH GROUND.
 HV7922
 HV7922                          STATION RECOVERY (1983)
 HV7922
 HV7922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7922'RECOVERED IN GOOD CONDITION.
 HV7922
 HV7922                          STATION RECOVERY (1984)
 HV7922
 HV7922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV7922'RECOVERED IN GOOD CONDITION.
 HV7922
 HV7922                          STATION RECOVERY (1998)
 HV7922
 HV7922'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7922'RECOVERED IN GOOD CONDITION.
 HV7922
 HV7922                          STATION RECOVERY (2005)
 HV7922
 HV7922'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV7922'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1982 ***********************************************************************
 GW1982  DESIGNATION -  A 494
 GW1982  PID         -  GW1982
 GW1982  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW1982  USGS QUAD   -  LYNCHBURG (1984)
 GW1982
 GW1982                         *CURRENT SURVEY CONTROL
 GW1982  ___________________________________________________________________
 GW1982* NAD 83(1986)-  37 24 16.     (N)    079 09 50.     (W)     SCALED    
 GW1982* NAVD 88     -       235.268  (meters)     771.88   (feet)  ADJUSTED  
 GW1982  ___________________________________________________________________
 GW1982  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW1982  DYNAMIC HT  -         235.094 (meters)     771.30  (feet)  COMP
 GW1982  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GW1982
 GW1982  VERT ORDER  -  FIRST     CLASS II
 GW1982
 GW1982.The horizontal coordinates were scaled from a topographic map and have
 GW1982.an estimated accuracy of +/- 6 seconds.
 GW1982
 GW1982.The orthometric height was determined by differential leveling
 GW1982.and adjusted by the National Geodetic Survey in June 1991..
 GW1982
 GW1982.The geoid height was determined by GEOID03.
 GW1982
 GW1982.The dynamic height is computed by dividing the NAVD 88
 GW1982.geopotential number by the normal gravity value computed on the
 GW1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1982.degrees latitude (g = 980.6199 gals.).
 GW1982
 GW1982.The modeled gravity was interpolated from observed gravity values.
 GW1982
 GW1982;                    North         East    Units  Estimated Accuracy
 GW1982;SPC VA S     - 1,119,070.    3,441,220.      MT  (+/- 180 meters Scaled)
 GW1982
 GW1982                          SUPERSEDED SURVEY CONTROL
 GW1982
 GW1982.No superseded survey control is available for this station.
 GW1982
 GW1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB625413(NAD 83)
 GW1982_MARKER: I = METAL ROD
 GW1982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW1982_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW1982_STAMPING: A 494 1983
 GW1982_MARK LOGO: NGS   
 GW1982_PROJECTION: FLUSH
 GW1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1982+STABILITY: POSITION/ELEVATION WELL
 GW1982_ROD/PIPE-DEPTH: 11.0 meters
 GW1982_SLEEVE-DEPTH  : 6.1 meters
 GW1982
 GW1982  HISTORY     - Date     Condition        Report By
 GW1982  HISTORY     - 1983     MONUMENTED       NGS
 GW1982  HISTORY     - 1983     GOOD             NGS
 GW1982  HISTORY     - 1983     GOOD             NGS
 GW1982  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GW1982
 GW1982                          STATION DESCRIPTION
 GW1982
 GW1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1982'IN LYNCHBURG.
 GW1982'IN LYNCHBURG, AT THE CORPS COMMUNITY CENTER SALVATION ARMY BUILDING,
 GW1982'2215 PARK AVENUE, ON THE SOUTH SIDE OF THE CONCRETE FOUNDATION FOR THE
 GW1982'FLAGPOLE, 0.25 KM (0.15 MI) EAST OF THE JUNCTION OF MEMORIAL AVENUE,
 GW1982'24.70 METERS (81.0 FT) NORTH OF THE NORTH CURB OF PARK AVENUE,
 GW1982'7.62 METERS (25.0 FT) EAST OF THE SOUTHEAST WING OF THE BUILDING,
 GW1982'6.61 METERS (21.7 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 GW1982'CATCH BASIN, 0.30 METER (1.0 FT) SOUTH OF THE SOUTH EDGE OF THE
 GW1982'CONCRETE FOUNDATION OF THE FLAGPOLE.
 GW1982'THE MARK IS 0.61 M BELOW AVENUE.
 GW1982
 GW1982                          STATION RECOVERY (1983)
 GW1982
 GW1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1982'RECOVERED IN GOOD CONDITION.
 GW1982
 GW1982                          STATION RECOVERY (1983)
 GW1982
 GW1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1982'RECOVERED IN GOOD CONDITION.
 GW1982
 GW1982                          STATION RECOVERY (1990)
 GW1982
 GW1982'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARL)
 GW1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3568 ***********************************************************************
 GV3568  DESIGNATION -  A 495
 GV3568  PID         -  GV3568
 GV3568  STATE/COUNTY-  VA/C OF RICHMOND
 GV3568  USGS QUAD   -  RICHMOND (1994)
 GV3568
 GV3568                         *CURRENT SURVEY CONTROL
 GV3568  ___________________________________________________________________
 GV3568* NAD 83(1986)-  37 32 39.     (N)    077 27 00.     (W)     SCALED    
 GV3568* NAVD 88     -        56.378  (meters)     184.97   (feet)  ADJUSTED  
 GV3568  ___________________________________________________________________
 GV3568  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GV3568  DYNAMIC HT  -          56.340 (meters)     184.84  (feet)  COMP
 GV3568  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 GV3568
 GV3568  VERT ORDER  -  FIRST     CLASS II
 GV3568
 GV3568.The horizontal coordinates were scaled from a topographic map and have
 GV3568.an estimated accuracy of +/- 6 seconds.
 GV3568
 GV3568.The orthometric height was determined by differential leveling
 GV3568.and adjusted by the National Geodetic Survey in June 1991..
 GV3568
 GV3568.The geoid height was determined by GEOID03.
 GV3568
 GV3568.The dynamic height is computed by dividing the NAVD 88
 GV3568.geopotential number by the normal gravity value computed on the
 GV3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3568.degrees latitude (g = 980.6199 gals.).
 GV3568
 GV3568.The modeled gravity was interpolated from observed gravity values.
 GV3568
 GV3568;                    North         East    Units  Estimated Accuracy
 GV3568;SPC VA S     - 1,134,890.    3,592,790.      MT  (+/- 180 meters Scaled)
 GV3568
 GV3568                          SUPERSEDED SURVEY CONTROL
 GV3568
 GV3568.No superseded survey control is available for this station.
 GV3568
 GV3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG835580(NAD 83)
 GV3568_MARKER: I = METAL ROD
 GV3568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3568_SP_SET: STAINLESS STEEL ROD
 GV3568_STAMPING: A 495 1983
 GV3568_MARK LOGO: NGS   
 GV3568_PROJECTION: FLUSH
 GV3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3568+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3568_ROD/PIPE-DEPTH: 16.0 meters
 GV3568
 GV3568  HISTORY     - Date     Condition        Report By
 GV3568  HISTORY     - 1983     MONUMENTED       NGS
 GV3568  HISTORY     - 19951024 GOOD             USPSQD
 GV3568  HISTORY     - 20000307 GOOD             USPSQD
 GV3568  HISTORY     - 20040225 GOOD             USPSQD
 GV3568  HISTORY     - 20060313 GOOD             USPSQD
 GV3568
 GV3568                          STATION DESCRIPTION
 GV3568
 GV3568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3568'IN RICHMOND.
 GV3568'IN RICHMOND, AT THE NORTHEAST SIDE OF MONROE PARK, NORTH OF THE NORTH
 GV3568'CORNER OF THE GRANITE BASE OF THE BRONZE STATUE OF JOSEPH BRYAN,
 GV3568'DIRECTLY ACROSS FRANKLIN STREET FROM THE JUNCTION OF PINE STREET,
 GV3568'39.47 METERS (129.5 FT) SOUTHWEST OF THE SOUTHWEST CURB OF FRANKLIN
 GV3568'STREET, 12.19 METERS (40.0 FT) WEST-SOUTHWEST OF A LONE 10-INCH
 GV3568'MAGNOLIA TREE, 1.46 METERS (4.8 FT) NORTH OF THE NORTH CORNER OF THE
 GV3568'BASE OF THE STATUE.
 GV3568'THE MARK IS 0.30 M ABOVE FRANKLIN STREET.
 GV3568
 GV3568                          STATION RECOVERY (1995)
 GV3568
 GV3568'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3568'RECOVERED IN GOOD CONDITION.
 GV3568
 GV3568                          STATION RECOVERY (2000)
 GV3568
 GV3568'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3568'RECOVERED IN GOOD CONDITION.
 GV3568
 GV3568                          STATION RECOVERY (2004)
 GV3568
 GV3568'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3568'RECOVERED IN GOOD CONDITION.
 GV3568
 GV3568                          STATION RECOVERY (2006)
 GV3568
 GV3568'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2083 ***********************************************************************
 GW2083  DESIGNATION -  A 496
 GW2083  PID         -  GW2083
 GW2083  STATE/COUNTY-  VA/AMHERST
 GW2083  USGS QUAD   -  LYNCHBURG (1984)
 GW2083
 GW2083                         *CURRENT SURVEY CONTROL
 GW2083  ___________________________________________________________________
 GW2083* NAD 83(1986)-  37 24 45.     (N)    079 07 57.     (W)     SCALED    
 GW2083* NAVD 88     -       170.887  (meters)     560.65   (feet)  ADJUSTED  
 GW2083  ___________________________________________________________________
 GW2083  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2083  DYNAMIC HT  -         170.758 (meters)     560.23  (feet)  COMP
 GW2083  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 GW2083
 GW2083  VERT ORDER  -  FIRST     CLASS II
 GW2083
 GW2083.The horizontal coordinates were scaled from a topographic map and have
 GW2083.an estimated accuracy of +/- 6 seconds.
 GW2083
 GW2083.The orthometric height was determined by differential leveling
 GW2083.and adjusted by the National Geodetic Survey in June 1991..
 GW2083
 GW2083.The geoid height was determined by GEOID03.
 GW2083
 GW2083.The dynamic height is computed by dividing the NAVD 88
 GW2083.geopotential number by the normal gravity value computed on the
 GW2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2083.degrees latitude (g = 980.6199 gals.).
 GW2083
 GW2083.The modeled gravity was interpolated from observed gravity values.
 GW2083
 GW2083;                    North         East    Units  Estimated Accuracy
 GW2083;SPC VA S     - 1,119,950.    3,444,010.      MT  (+/- 180 meters Scaled)
 GW2083
 GW2083                          SUPERSEDED SURVEY CONTROL
 GW2083
 GW2083.No superseded survey control is available for this station.
 GW2083
 GW2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB652422(NAD 83)
 GW2083_MARKER: DB = BENCH MARK DISK
 GW2083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2083_SP_SET: ABUTMENT
 GW2083_STAMPING: A 496 1983
 GW2083_MARK LOGO: NGS   
 GW2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2083
 GW2083  HISTORY     - Date     Condition        Report By
 GW2083  HISTORY     - 1983     MONUMENTED       NGS
 GW2083
 GW2083                          STATION DESCRIPTION
 GW2083
 GW2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2083'0.3 KM (0.2 MI) NE FROM LYNCHBURG.
 GW2083'IN THE NORTHEAST ABUTMENT OF THE BRIDGE FOR U.S. HIGHWAY 29 OVER THE
 GW2083'JAMES RIVER ON THE NORTHEAST SIDE OF LYNCHBURG, 9.7 METERS (32.0 FT)
 GW2083'EAST OF THE MEDIAN OF THE HIGHWAY, 0.30 METER (1.0 FT) NORTH OF THE
 GW2083'NORTHEAST END OF THE BRIDGE.
 GW2083'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3592 ***********************************************************************
 GV3592  DESIGNATION -  A 497
 GV3592  PID         -  GV3592
 GV3592  STATE/COUNTY-  VA/GOOCHLAND
 GV3592  USGS QUAD   -  GOOCHLAND (1968)
 GV3592
 GV3592                         *CURRENT SURVEY CONTROL
 GV3592  ___________________________________________________________________
 GV3592* NAD 83(1986)-  37 42 56.     (N)    077 58 14.     (W)     SCALED    
 GV3592* NAVD 88     -        65.532  (meters)     215.00   (feet)  ADJUSTED  
 GV3592  ___________________________________________________________________
 GV3592  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV3592  DYNAMIC HT  -          65.488 (meters)     214.86  (feet)  COMP
 GV3592  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 GV3592
 GV3592  VERT ORDER  -  FIRST     CLASS II
 GV3592
 GV3592.The horizontal coordinates were scaled from a topographic map and have
 GV3592.an estimated accuracy of +/- 6 seconds.
 GV3592
 GV3592.The orthometric height was determined by differential leveling
 GV3592.and adjusted by the National Geodetic Survey in June 1991..
 GV3592
 GV3592.The geoid height was determined by GEOID03.
 GV3592
 GV3592.The dynamic height is computed by dividing the NAVD 88
 GV3592.geopotential number by the normal gravity value computed on the
 GV3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3592.degrees latitude (g = 980.6199 gals.).
 GV3592
 GV3592.The modeled gravity was interpolated from observed gravity values.
 GV3592
 GV3592;                    North         East    Units  Estimated Accuracy
 GV3592;SPC VA S     - 1,153,530.    3,546,680.      MT  (+/- 180 meters Scaled)
 GV3592
 GV3592                          SUPERSEDED SURVEY CONTROL
 GV3592
 GV3592.No superseded survey control is available for this station.
 GV3592
 GV3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG381784(NAD 83)
 GV3592_MARKER: I = METAL ROD
 GV3592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3592_SP_SET: STAINLESS STEEL ROD
 GV3592_STAMPING: A 497 1983
 GV3592_MARK LOGO: NGS   
 GV3592_PROJECTION: FLUSH
 GV3592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3592_ROD/PIPE-DEPTH: 6.1  meters
 GV3592
 GV3592  HISTORY     - Date     Condition        Report By
 GV3592  HISTORY     - 1983     MONUMENTED       NGS
 GV3592  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV3592  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV3592
 GV3592                          STATION DESCRIPTION
 GV3592
 GV3592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3592'9.1 KM (5.65 MI) WNW FROM GOOCHLAND.
 GV3592'9.1 KM (5.65 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 6 FROM THE POST
 GV3592'OFFICE IN GOOCHLAND TO THE MARK ON THE RIGHT, ON A SMALL KNOLL
 GV3592'NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 11.73 METERS (38.5 FT)
 GV3592'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.10 METERS (36.0 FT)
 GV3592'SOUTH-SOUTHEAST OF POWER POLE 552-43, 1.70 METERS (5.5 FT) NORTHEAST
 GV3592'OF THE EAST CORNER OF THE JUNCTION BOX.
 GV3592'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 GV3592'THE MARK IS 1.52 M ABOVE HIGHWAY.
 GV3592
 GV3592                          STATION RECOVERY (1998)
 GV3592
 GV3592'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3592'MARK NOT FOUND.
 GV3592
 GV3592                          STATION RECOVERY (2003)
 GV3592
 GV3592'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV3592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2093 ***********************************************************************
 FY2093  DESIGNATION -  A 498
 FY2093  PID         -  FY2093
 FY2093  STATE/COUNTY-  VA/C OF DANVILLE
 FY2093  USGS QUAD   -  DANVILLE (1984)
 FY2093
 FY2093                         *CURRENT SURVEY CONTROL
 FY2093  ___________________________________________________________________
 FY2093* NAD 83(1986)-  36 35 21.     (N)    079 24 44.     (W)     SCALED    
 FY2093* NAVD 88     -       133.529  (meters)     438.09   (feet)  ADJUSTED  
 FY2093  ___________________________________________________________________
 FY2093  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY2093  DYNAMIC HT  -         133.420 (meters)     437.73  (feet)  COMP
 FY2093  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 FY2093
 FY2093  VERT ORDER  -  FIRST     CLASS II
 FY2093
 FY2093.The horizontal coordinates were scaled from a topographic map and have
 FY2093.an estimated accuracy of +/- 6 seconds.
 FY2093
 FY2093.The orthometric height was determined by differential leveling
 FY2093.and adjusted by the National Geodetic Survey in June 1991..
 FY2093
 FY2093.The geoid height was determined by GEOID03.
 FY2093
 FY2093.The dynamic height is computed by dividing the NAVD 88
 FY2093.geopotential number by the normal gravity value computed on the
 FY2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2093.degrees latitude (g = 980.6199 gals.).
 FY2093
 FY2093.The modeled gravity was interpolated from observed gravity values.
 FY2093
 FY2093;                    North         East    Units  Estimated Accuracy
 FY2093;SPC VA S     - 1,028,790.    3,418,370.      MT  (+/- 180 meters Scaled)
 FY2093
 FY2093                          SUPERSEDED SURVEY CONTROL
 FY2093
 FY2093.No superseded survey control is available for this station.
 FY2093
 FY2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA420504(NAD 83)
 FY2093_MARKER: DB = BENCH MARK DISK
 FY2093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FY2093_SP_SET: ABUTMENT
 FY2093_STAMPING: A 498 1983
 FY2093_MARK LOGO: NGS   
 FY2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2093
 FY2093  HISTORY     - Date     Condition        Report By
 FY2093  HISTORY     - 1983     MONUMENTED       NGS
 FY2093
 FY2093                          STATION DESCRIPTION
 FY2093
 FY2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2093'IN DANVILLE.
 FY2093'IN DANVILLE, ALONG U.S. HIGHWAY 29, SET IN TOP OF THE SOUTHWEST END OF
 FY2093'THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE DAN RIVER,
 FY2093'18.29 METERS (60.0 FT) SOUTHWEST OF THE CENTER MEDIAN OF THE HIGHWAY,
 FY2093'0.27 METER (0.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 FY2093'END OF THE GUARDRAIL OF THE BRIDGE.
 FY2093'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2021 ***********************************************************************
 GW2021  DESIGNATION -  A 499
 GW2021  PID         -  GW2021
 GW2021  STATE/COUNTY-  VA/FLUVANNA
 GW2021  USGS QUAD   -  SCOTTSVILLE (1974)
 GW2021
 GW2021                         *CURRENT SURVEY CONTROL
 GW2021  ___________________________________________________________________
 GW2021* NAD 83(1986)-  37 47 52.     (N)    078 27 47.     (W)     SCALED    
 GW2021* NAVD 88     -       135.293  (meters)     443.87   (feet)  ADJUSTED  
 GW2021  ___________________________________________________________________
 GW2021  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW2021  DYNAMIC HT  -         135.199 (meters)     443.57  (feet)  COMP
 GW2021  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 GW2021
 GW2021  VERT ORDER  -  FIRST     CLASS II
 GW2021
 GW2021.The horizontal coordinates were scaled from a topographic map and have
 GW2021.an estimated accuracy of +/- 6 seconds.
 GW2021
 GW2021.The orthometric height was determined by differential leveling
 GW2021.and adjusted by the National Geodetic Survey in June 1991..
 GW2021
 GW2021.The geoid height was determined by GEOID03.
 GW2021
 GW2021.The dynamic height is computed by dividing the NAVD 88
 GW2021.geopotential number by the normal gravity value computed on the
 GW2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2021.degrees latitude (g = 980.6199 gals.).
 GW2021
 GW2021.The modeled gravity was interpolated from observed gravity values.
 GW2021
 GW2021;                    North         East    Units  Estimated Accuracy
 GW2021;SPC VA S     - 1,162,520.    3,503,250.      MT  (+/- 180 meters Scaled)
 GW2021
 GW2021                          SUPERSEDED SURVEY CONTROL
 GW2021
 GW2021.No superseded survey control is available for this station.
 GW2021
 GW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB233864(NAD 83)
 GW2021_MARKER: I = METAL ROD
 GW2021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2021_SP_SET: STAINLESS STEEL ROD
 GW2021_STAMPING: A 499 1983
 GW2021_MARK LOGO: NGS   
 GW2021_PROJECTION: FLUSH
 GW2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2021+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2021_ROD/PIPE-DEPTH: 3.35 meters
 GW2021
 GW2021  HISTORY     - Date     Condition        Report By
 GW2021  HISTORY     - 1983     MONUMENTED       NGS
 GW2021  HISTORY     - 19980214 GOOD             USPSQD
 GW2021  HISTORY     - 20031009 GOOD             USPSQD
 GW2021  HISTORY     - 20060209 GOOD             USPSQD
 GW2021
 GW2021                          STATION DESCRIPTION
 GW2021
 GW2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2021'3.2 KM (2.0 MI) EAST FROM SCOTTSVILLE.
 GW2021'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF STATE
 GW2021'HIGHWAY 20 IN SCOTTSVILLE TO THE MARK ON THE RIGHT, IN THE LAWN IN
 GW2021'FRONT OF PATTERSONS STORE, 12.04 METERS (39.5 FT) SOUTHWEST OF THE
 GW2021'CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) NORTHEAST OF THE
 GW2021'NORTHEAST ENTRANCE DOOR TO THE STORE, 63.10 METERS (207.0 FT)
 GW2021'NORTHWEST OF THE JUNCTION OF COUNTY ROAD 773, 0.76 METER (2.5 FT)
 GW2021'NORTHEAST OF A UTILITY POLE.
 GW2021'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GW2021
 GW2021                          STATION RECOVERY (1998)
 GW2021
 GW2021'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2021'RECOVERED IN GOOD CONDITION.
 GW2021
 GW2021                          STATION RECOVERY (2003)
 GW2021
 GW2021'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2021'RECOVERED IN GOOD CONDITION.
 GW2021
 GW2021                          STATION RECOVERY (2006)
 GW2021
 GW2021'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4101 ***********************************************************************
 JV4101  DESIGNATION -  A 500
 JV4101  PID         -  JV4101
 JV4101  STATE/COUNTY-  VA/CLARKE
 JV4101  USGS QUAD   -  BERRYVILLE (1981)
 JV4101
 JV4101                         *CURRENT SURVEY CONTROL
 JV4101  ___________________________________________________________________
 JV4101* NAD 83(1986)-  39 14 12.     (N)    077 59 39.     (W)     SCALED    
 JV4101* NAVD 88     -       176.277  (meters)     578.34   (feet)  ADJUSTED  
 JV4101  ___________________________________________________________________
 JV4101  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV4101  DYNAMIC HT  -         176.167 (meters)     577.97  (feet)  COMP
 JV4101  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JV4101
 JV4101  VERT ORDER  -  FIRST     CLASS II
 JV4101
 JV4101.The horizontal coordinates were scaled from a topographic map and have
 JV4101.an estimated accuracy of +/- 6 seconds.
 JV4101
 JV4101.The orthometric height was determined by differential leveling
 JV4101.and adjusted by the National Geodetic Survey in June 1991..
 JV4101
 JV4101.The geoid height was determined by GEOID03.
 JV4101
 JV4101.The dynamic height is computed by dividing the NAVD 88
 JV4101.geopotential number by the normal gravity value computed on the
 JV4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4101.degrees latitude (g = 980.6199 gals.).
 JV4101
 JV4101.The modeled gravity was interpolated from observed gravity values.
 JV4101
 JV4101;                    North         East    Units  Estimated Accuracy
 JV4101;SPC VA N     - 2,174,400.    3,543,670.      MT  (+/- 180 meters Scaled)
 JV4101
 JV4101                          SUPERSEDED SURVEY CONTROL
 JV4101
 JV4101.No superseded survey control is available for this station.
 JV4101
 JV4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ415473(NAD 83)
 JV4101_MARKER: DB = BENCH MARK DISK
 JV4101_SETTING: 66 = SET IN ROCK OUTCROP
 JV4101_SP_SET: ROCK OUTCROP
 JV4101_STAMPING: A 500 1983
 JV4101_MARK LOGO: NGS   
 JV4101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV4101+STABILITY: POSITION/ELEVATION WELL
 JV4101
 JV4101  HISTORY     - Date     Condition        Report By
 JV4101  HISTORY     - 1983     MONUMENTED       NGS
 JV4101
 JV4101                          STATION DESCRIPTION
 JV4101
 JV4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4101'4.2 KM (2.65 MI) SW FROM SUMMIT POINT WV.
 JV4101'2.4 KM (1.5 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JV4101'LEETOWN ROAD IN SUMMIT POINT, THENCE 1.6 KM (1.0 MI) SOUTHWEST ALONG
 JV4101'COUNTY ROAD 2 (HARDESTY ROAD) TO THE VIRGINIA STATE LINE, THENCE
 JV4101'0.2 KM (0.15 MI) SOUTHWEST ALONG COUNTY ROAD 761 TO THE MARK ON THE
 JV4101'RIGHT, IN A ROCK OUTCROP, 5.9 METERS (19.5 FT) NORTH OF THE CENTER OF
 JV4101'THE ROAD, 13.5 METERS (44.5 FT) WEST-SOUTHWEST OF A POWER POLE WITH A
 JV4101'TRANSFORMER, 2.1 METERS (7.0 FT) SOUTH OF A FENCE.
 JV4101'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 JV4101'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3157 ***********************************************************************
 HW3157  DESIGNATION -  A 501
 HW3157  PID         -  HW3157
 HW3157  STATE/COUNTY-  VA/WARREN
 HW3157  USGS QUAD   -  FRONT ROYAL (1994)
 HW3157
 HW3157                         *CURRENT SURVEY CONTROL
 HW3157  ___________________________________________________________________
 HW3157* NAD 83(1986)-  38 57 08.     (N)    078 13 59.     (W)     SCALED    
 HW3157* NAVD 88     -       192.011  (meters)     629.96   (feet)  ADJUSTED  
 HW3157  ___________________________________________________________________
 HW3157  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW3157  DYNAMIC HT  -         191.887 (meters)     629.55  (feet)  COMP
 HW3157  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HW3157
 HW3157  VERT ORDER  -  FIRST     CLASS II
 HW3157
 HW3157.The horizontal coordinates were scaled from a topographic map and have
 HW3157.an estimated accuracy of +/- 6 seconds.
 HW3157
 HW3157.The orthometric height was determined by differential leveling
 HW3157.and adjusted by the National Geodetic Survey in June 1991..
 HW3157
 HW3157.The geoid height was determined by GEOID03.
 HW3157
 HW3157.The dynamic height is computed by dividing the NAVD 88
 HW3157.geopotential number by the normal gravity value computed on the
 HW3157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3157.degrees latitude (g = 980.6199 gals.).
 HW3157
 HW3157.The modeled gravity was interpolated from observed gravity values.
 HW3157
 HW3157;                    North         East    Units  Estimated Accuracy
 HW3157;SPC VA N     - 2,142,730.    3,523,140.      MT  (+/- 180 meters Scaled)
 HW3157
 HW3157                          SUPERSEDED SURVEY CONTROL
 HW3157
 HW3157.No superseded survey control is available for this station.
 HW3157
 HW3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD397151(NAD 83)
 HW3157_MARKER: I = METAL ROD
 HW3157_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HW3157+WITH SETTING: INFORMATION.
 HW3157_SP_SET: SHALLOW SET METAL ROD
 HW3157_STAMPING: A 501 1983
 HW3157_MARK LOGO: NGS   
 HW3157_PROJECTION: FLUSH
 HW3157_MAGNETIC: P = MARKER IS A STEEL PIPE
 HW3157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW3157+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 HW3157_ROD/PIPE-DEPTH: 1.8  meters
 HW3157
 HW3157  HISTORY     - Date     Condition        Report By
 HW3157  HISTORY     - 1983     MONUMENTED       NGS
 HW3157  HISTORY     - 19991203 GOOD             NGS
 HW3157  HISTORY     - 20041128 GOOD             GEOCAC
 HW3157
 HW3157                          STATION DESCRIPTION
 HW3157
 HW3157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3157'3.4 KM (2.15 MI) WEST FROM FRONT ROYAL.
 HW3157'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF U.S.
 HW3157'HIGHWAY 340 AND 522 IN FRONT ROYAL TO THE MARK ON THE RIGHT, AT THE
 HW3157'JUNCTION OF A PAVED ROAD AND SIGN LEADING NORTHEAST TO NORTH FORK ON
 HW3157'THE SHENANDOAH PRIVATE CAMPING RESORT, 11.49 METERS (37.7 FT)
 HW3157'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS (29.0 FT)
 HW3157'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 7.86 METERS (25.8 FT)
 HW3157'SOUTHEAST OF UTILITY POLE H3-23, 0.79 METER (2.6 FT) NORTHWEST OF THE
 HW3157'SOUTHEAST WOODEN LEG OF THE SIGN.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 HW3157'DRIVE THE ROD, DRIVEN TO REFUSAL.
 HW3157'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HW3157
 HW3157                          STATION RECOVERY (1999)
 HW3157
 HW3157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CG)
 HW3157'THERE IS APPROXIMATELY 70 DEGREE HORIZONTAL AND 60 DEGREE VERTICAL GPS
 HW3157'OBSTRUCTION NORTH EAST OF THE STATION DUE TO A LARGE SIGN WHICH IS
 HW3157'WITHIN 5 FT (1.5 M) OF THE MARK.
 HW3157
 HW3157                          STATION RECOVERY (2004)
 HW3157
 HW3157'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW3157'FOUND AS DESCRIBED, ABOUT 13 FEET NORTHEAST OF THE HOMESTEAD DRIVE
 HW3157'STREET SIGN. THIS STATION IS MISSING ITS LID BUT APPEARS OTHERWISE
 HW3157'UNDISTURBED.
 HW3157' 
 HW3157'HANDHELD GARMIN ETREX GPS COORDINATES - N38 57 08.3, W078 14 00.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3177 ***********************************************************************
 HW3177  DESIGNATION -  A 502
 HW3177  PID         -  HW3177
 HW3177  STATE/COUNTY-  VA/CULPEPER
 HW3177  USGS QUAD   -  CULPEPER WEST (1979)
 HW3177
 HW3177                         *CURRENT SURVEY CONTROL
 HW3177  ___________________________________________________________________
 HW3177* NAD 83(1986)-  38 22 38.     (N)    078 01 42.     (W)     SCALED    
 HW3177* NAVD 88     -       107.564  (meters)     352.90   (feet)  ADJUSTED  
 HW3177  ___________________________________________________________________
 HW3177  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW3177  DYNAMIC HT  -         107.498 (meters)     352.68  (feet)  COMP
 HW3177  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HW3177
 HW3177  VERT ORDER  -  FIRST     CLASS II
 HW3177
 HW3177.The horizontal coordinates were scaled from a topographic map and have
 HW3177.an estimated accuracy of +/- 6 seconds.
 HW3177
 HW3177.The orthometric height was determined by differential leveling
 HW3177.and adjusted by the National Geodetic Survey in June 1991..
 HW3177
 HW3177.The geoid height was determined by GEOID03.
 HW3177
 HW3177.The dynamic height is computed by dividing the NAVD 88
 HW3177.geopotential number by the normal gravity value computed on the
 HW3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3177.degrees latitude (g = 980.6199 gals.).
 HW3177
 HW3177.The modeled gravity was interpolated from observed gravity values.
 HW3177
 HW3177;                    North         East    Units  Estimated Accuracy
 HW3177;SPC VA N     - 2,078,980.    3,541,210.      MT  (+/- 180 meters Scaled)
 HW3177
 HW3177                          SUPERSEDED SURVEY CONTROL
 HW3177
 HW3177.No superseded survey control is available for this station.
 HW3177
 HW3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC595518(NAD 83)
 HW3177_MARKER: DB = BENCH MARK DISK
 HW3177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3177_SP_SET: CULVERT HEADWALL
 HW3177_STAMPING: A 502 1984
 HW3177_MARK LOGO: NGS   
 HW3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3177+STABILITY: SURFACE MOTION
 HW3177
 HW3177  HISTORY     - Date     Condition        Report By
 HW3177  HISTORY     - 1984     MONUMENTED       NGS
 HW3177  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HW3177
 HW3177                          STATION DESCRIPTION
 HW3177
 HW3177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3177'IN MITCHELLS.
 HW3177'IN MITCHELLS, AT THE JUNCTION OF STATE HIGHWAYS 615 AND 652, IN TOP OF
 HW3177'THE EAST END OF A CONCRETE HEADWALL OF A CULVERT UNDER HIGHWAY 652,
 HW3177'2.93 METERS (9.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HW3177'7.31 METERS (24.0 FT) NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 HW3177'AN AUTOMATIC RAILROAD SIGNAL, 3.87 METERS (12.7 FT) NORTHWEST OF THE
 HW3177'NORTHWEST RAIL OF THE SOUTHBOUND TRACKS.
 HW3177'THE MARK IS 0.18 M BELOW HIGHWAY.
 HW3177
 HW3177                          STATION RECOVERY (2001)
 HW3177
 HW3177'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2109 ***********************************************************************
 GW2109  DESIGNATION -  A 503
 GW2109  PID         -  GW2109
 GW2109  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW2109  USGS QUAD   -  LYNCHBURG (1984)
 GW2109
 GW2109                         *CURRENT SURVEY CONTROL
 GW2109  ___________________________________________________________________
 GW2109* NAD 83(1986)-  37 24 58.     (N)    079 11 18.     (W)     SCALED    
 GW2109* NAVD 88     -       183.880  (meters)     603.28   (feet)  ADJUSTED  
 GW2109  ___________________________________________________________________
 GW2109  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2109  DYNAMIC HT  -         183.743 (meters)     602.83  (feet)  COMP
 GW2109  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 GW2109
 GW2109  VERT ORDER  -  FIRST     CLASS II
 GW2109
 GW2109.The horizontal coordinates were scaled from a topographic map and have
 GW2109.an estimated accuracy of +/- 6 seconds.
 GW2109
 GW2109.The orthometric height was determined by differential leveling
 GW2109.and adjusted by the National Geodetic Survey in June 1991..
 GW2109
 GW2109.The geoid height was determined by GEOID03.
 GW2109
 GW2109.The dynamic height is computed by dividing the NAVD 88
 GW2109.geopotential number by the normal gravity value computed on the
 GW2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2109.degrees latitude (g = 980.6199 gals.).
 GW2109
 GW2109.The modeled gravity was interpolated from observed gravity values.
 GW2109
 GW2109;                    North         East    Units  Estimated Accuracy
 GW2109;SPC VA S     - 1,120,380.    3,439,070.      MT  (+/- 180 meters Scaled)
 GW2109
 GW2109                          SUPERSEDED SURVEY CONTROL
 GW2109
 GW2109.No superseded survey control is available for this station.
 GW2109
 GW2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB603425(NAD 83)
 GW2109_MARKER: DB = BENCH MARK DISK
 GW2109_SETTING: 66 = SET IN ROCK OUTCROP
 GW2109_SP_SET: ROCK OUTCROP
 GW2109_STAMPING: A 503 1984
 GW2109_MARK LOGO: NGS   
 GW2109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2109+STABILITY: POSITION/ELEVATION WELL
 GW2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2109+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GW2109
 GW2109  HISTORY     - Date     Condition        Report By
 GW2109  HISTORY     - 1984     MONUMENTED       NGS
 GW2109  HISTORY     - 20051026 GOOD             GEOCAC
 GW2109
 GW2109                          STATION DESCRIPTION
 GW2109
 GW2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2109'2.7 KM (1.7 MI) WNW FROM LYNCHBURG.
 GW2109'2.7 KM (1.7 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 501 FROM THE
 GW2109'INTERSECTION OF U.S. HIGHWAY 29 BUSINESS ROUTE (5TH STREET) IN
 GW2109'LYNCHBURG TO THE MARK ON THE RIGHT, IN THE BASE OF A ROCK CUT AT THE
 GW2109'JUNCTION OF HALSEY STREET, ALSO 3.1 KM (1.95 MI) SOUTH-SOUTHEAST ALONG
 GW2109'HIGHWAY 501 FROM THE VIRGINIA BAPTIST HOSPITAL IN RIVERMONT,
 GW2109'20.72 METERS (68.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.80
 GW2109'(55.0 FT) NORTHWEST OF AND ACROSS HALSEY STREET FROM THE NORTH END OF
 GW2109'THE WEST CONCRETE GUARD RAIL OF THE HIGHWAY 501 BRIDGE OVER BLACKWATER
 GW2109'CREEK, 5.33 METERS (17.5 FT) NORTH OF THE CENTER OF HALSEY STREET.
 GW2109'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 GW2109'THE MARK IS 0.45 M ABOVE STREET.
 GW2109
 GW2109                          STATION RECOVERY (2005)
 GW2109
 GW2109'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2109'HANDHELD COORDINATES ARE N37-24-58.20 W079-11-19.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2121 ***********************************************************************
 GW2121  DESIGNATION -  A 504
 GW2121  PID         -  GW2121
 GW2121  STATE/COUNTY-  VA/BOTETOURT
 GW2121  USGS QUAD   -  BUCHANAN (1985)
 GW2121
 GW2121                         *CURRENT SURVEY CONTROL
 GW2121  ___________________________________________________________________
 GW2121* NAD 83(1986)-  37 32 09.     (N)    079 42 49.     (W)     SCALED    
 GW2121* NAVD 88     -       262.857  (meters)     862.39   (feet)  ADJUSTED  
 GW2121  ___________________________________________________________________
 GW2121  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2121  DYNAMIC HT  -         262.649 (meters)     861.71  (feet)  COMP
 GW2121  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 GW2121
 GW2121  VERT ORDER  -  FIRST     CLASS II
 GW2121
 GW2121.The horizontal coordinates were scaled from a topographic map and have
 GW2121.an estimated accuracy of +/- 6 seconds.
 GW2121
 GW2121.The orthometric height was determined by differential leveling
 GW2121.and adjusted by the National Geodetic Survey in June 1991..
 GW2121
 GW2121.The geoid height was determined by GEOID03.
 GW2121
 GW2121.The dynamic height is computed by dividing the NAVD 88
 GW2121.geopotential number by the normal gravity value computed on the
 GW2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2121.degrees latitude (g = 980.6199 gals.).
 GW2121
 GW2121.The modeled gravity was interpolated from observed gravity values.
 GW2121
 GW2121;                    North         East    Units  Estimated Accuracy
 GW2121;SPC VA S     - 1,134,140.    3,392,750.      MT  (+/- 180 meters Scaled)
 GW2121
 GW2121                          SUPERSEDED SURVEY CONTROL
 GW2121
 GW2121.No superseded survey control is available for this station.
 GW2121
 GW2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB136550(NAD 83)
 GW2121_MARKER: DB = BENCH MARK DISK
 GW2121_SETTING: 66 = SET IN ROCK OUTCROP
 GW2121_SP_SET: ROCK OUTCROP
 GW2121_STAMPING: A 504 1984
 GW2121_MARK LOGO: NGS   
 GW2121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2121+STABILITY: POSITION/ELEVATION WELL
 GW2121
 GW2121  HISTORY     - Date     Condition        Report By
 GW2121  HISTORY     - 1984     MONUMENTED       NGS
 GW2121
 GW2121                          STATION DESCRIPTION
 GW2121
 GW2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2121'4.4 KM (2.75 MI) WNW FROM BUCHANAN.
 GW2121'4.4 KM (2.75 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 42 FROM THE
 GW2121'JUNCTION OF U.S HIGHWAY 11 IN BUCHANAN TO THE MARK ON THE LEFT, IN TOP
 GW2121'OF A 0.91-METER BY 3.66-METER (3-FT BY 12-FT) ROCK OUTCROP, IN THE
 GW2121'BACK YARD OF A HOUSE TRAILER WITH A CONCRETE BLOCK GARAGE,
 GW2121'49.07 METERS (161.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GW2121'24.07 METERS (79.0 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 GW2121'GARAGE, 5.48 METERS (18.0 FT) NORTH OF A POWER POLE, 4.60 METERS
 GW2121'(15.0 FT) SOUTH OF THE NORTHWEST ONE OF TWO METAL POSTS OF A CLOTHES
 GW2121'LINE.
 GW2121'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0698 ***********************************************************************
 FW0698  DESIGNATION -  A 505
 FW0698  PID         -  FW0698
 FW0698  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0698  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0698
 FW0698                         *CURRENT SURVEY CONTROL
 FW0698  ___________________________________________________________________
 FW0698* NAD 83(1986)-  36 34 14.     (N)    075 52 20.     (W)     SCALED    
 FW0698* NAVD 88     -         3.595  (meters)      11.79   (feet)  ADJUSTED  
 FW0698  ___________________________________________________________________
 FW0698  GEOID HEIGHT-         -38.34  (meters)                     GEOID03
 FW0698  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 FW0698  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 FW0698
 FW0698  VERT ORDER  -  FIRST     CLASS II
 FW0698
 FW0698.The horizontal coordinates were scaled from a topographic map and have
 FW0698.an estimated accuracy of +/- 6 seconds.
 FW0698
 FW0698.The orthometric height was determined by differential leveling
 FW0698.and adjusted by the National Geodetic Survey in June 1991..
 FW0698
 FW0698.The geoid height was determined by GEOID03.
 FW0698
 FW0698.The dynamic height is computed by dividing the NAVD 88
 FW0698.geopotential number by the normal gravity value computed on the
 FW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0698.degrees latitude (g = 980.6199 gals.).
 FW0698
 FW0698.The modeled gravity was interpolated from observed gravity values.
 FW0698
 FW0698;                    North         East    Units  Estimated Accuracy
 FW0698;SPC VA S     - 1,029,600.    3,735,190.      MT  (+/- 180 meters Scaled)
 FW0698
 FW0698                          SUPERSEDED SURVEY CONTROL
 FW0698
 FW0698.No superseded survey control is available for this station.
 FW0698
 FW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF219475(NAD 83)
 FW0698_MARKER: I = METAL ROD
 FW0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0698_SP_SET: STAINLESS STEEL ROD
 FW0698_STAMPING: A 505 1984
 FW0698_MARK LOGO: NGS   
 FW0698_PROJECTION: FLUSH
 FW0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0698+STABILITY: POSITION/ELEVATION WELL
 FW0698_ROD/PIPE-DEPTH: 18.3 meters
 FW0698
 FW0698  HISTORY     - Date     Condition        Report By
 FW0698  HISTORY     - 1984     MONUMENTED       NGS
 FW0698
 FW0698                          STATION DESCRIPTION
 FW0698
 FW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0698'21.1 KM (13.1 MI) SOUTH FROM SAND BRIDGE.
 FW0698'6.8 KM (4.25 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0698'BRIDGE ROAD IN SAND BRIDGE, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED
 FW0698'ROAD INTO THE BACK BAY NATIONAL WILDLIFE REFUGE, THENCE 12.3 KM
 FW0698'(7.65 MI) SOUTH ALONG THE BEACH FROM THE REFUGE GUARD HOUSE TO THE
 FW0698'MARK ON THE RIGHT, 3.20 METERS (10.5 FT) WEST OF THE EAST EDGE OF THE
 FW0698'FIRST SAND DUNE.
 FW0698'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 FW0698'THE MARK IS 1.5 M ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3232 ***********************************************************************
 HW3232  DESIGNATION -  A 506
 HW3232  PID         -  HW3232
 HW3232  STATE/COUNTY-  VA/AUGUSTA
 HW3232  USGS QUAD   -  STAUNTON (1986)
 HW3232
 HW3232                         *CURRENT SURVEY CONTROL
 HW3232  ___________________________________________________________________
 HW3232* NAD 83(1986)-  38 12 07.     (N)    079 00 34.     (W)     SCALED    
 HW3232* NAVD 88     -       390.402  (meters)    1280.84   (feet)  ADJUSTED  
 HW3232  ___________________________________________________________________
 HW3232  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW3232  DYNAMIC HT  -         390.111 (meters)    1279.89  (feet)  COMP
 HW3232  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 HW3232
 HW3232  VERT ORDER  -  FIRST     CLASS II
 HW3232
 HW3232.The horizontal coordinates were scaled from a topographic map and have
 HW3232.an estimated accuracy of +/- 6 seconds.
 HW3232
 HW3232.The orthometric height was determined by differential leveling
 HW3232.and adjusted by the National Geodetic Survey in June 1991..
 HW3232
 HW3232.The geoid height was determined by GEOID03.
 HW3232
 HW3232.The dynamic height is computed by dividing the NAVD 88
 HW3232.geopotential number by the normal gravity value computed on the
 HW3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3232.degrees latitude (g = 980.6199 gals.).
 HW3232
 HW3232.The modeled gravity was interpolated from observed gravity values.
 HW3232
 HW3232;                    North         East    Units  Estimated Accuracy
 HW3232;SPC VA N     - 2,059,540.    3,455,380.      MT  (+/- 180 meters Scaled)
 HW3232
 HW3232                          SUPERSEDED SURVEY CONTROL
 HW3232
 HW3232.No superseded survey control is available for this station.
 HW3232
 HW3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC742300(NAD 83)
 HW3232_MARKER: DB = BENCH MARK DISK
 HW3232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3232_SP_SET: HEADWALL
 HW3232_STAMPING: A 506 1984
 HW3232_MARK LOGO: NGS   
 HW3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3232+STABILITY: SURFACE MOTION
 HW3232
 HW3232  HISTORY     - Date     Condition        Report By
 HW3232  HISTORY     - 1984     MONUMENTED       NGS
 HW3232
 HW3232                          STATION DESCRIPTION
 HW3232
 HW3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3232'IN VERONA.
 HW3232'IN VERONA, 0.2 KM (0.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE
 HW3232'POST OFFICE, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG COUNTY ROAD 1917
 HW3232'TO THE MARK ON THE RIGHT, IN THE CENTER OF A HEADWALL, 5.7 METERS
 HW3232'(19.0 FT) NORTHEAST OF THE CENTER OF ROAD 1917, 3.2 METERS (10.5 FT)
 HW3232'SOUTHEAST OF POWER POLE SK45.
 HW3232'THE MARK IS 0.18 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8108 ***********************************************************************
 HV8108  DESIGNATION -  A 507
 HV8108  PID         -  HV8108
 HV8108  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8108  USGS QUAD   -  SALEM CHURCH (1994)
 HV8108
 HV8108                         *CURRENT SURVEY CONTROL
 HV8108  ___________________________________________________________________
 HV8108* NAD 83(1986)-  38 18 15.     (N)    077 37 17.     (W)     SCALED    
 HV8108* NAVD 88     -        83.719  (meters)     274.67   (feet)  ADJUSTED  
 HV8108  ___________________________________________________________________
 HV8108  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV8108  DYNAMIC HT  -          83.666 (meters)     274.49  (feet)  COMP
 HV8108  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 HV8108
 HV8108  VERT ORDER  -  FIRST     CLASS II
 HV8108
 HV8108.The horizontal coordinates were scaled from a topographic map and have
 HV8108.an estimated accuracy of +/- 6 seconds.
 HV8108
 HV8108.The orthometric height was determined by differential leveling
 HV8108.and adjusted by the National Geodetic Survey in June 1991..
 HV8108
 HV8108.The geoid height was determined by GEOID03.
 HV8108
 HV8108.The dynamic height is computed by dividing the NAVD 88
 HV8108.geopotential number by the normal gravity value computed on the
 HV8108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8108.degrees latitude (g = 980.6199 gals.).
 HV8108
 HV8108.The modeled gravity was interpolated from observed gravity values.
 HV8108
 HV8108;                    North         East    Units  Estimated Accuracy
 HV8108;SPC VA N     - 2,071,130.    3,576,850.      MT  (+/- 180 meters Scaled)
 HV8108
 HV8108                          SUPERSEDED SURVEY CONTROL
 HV8108
 HV8108.No superseded survey control is available for this station.
 HV8108
 HV8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH707428(NAD 83)
 HV8108_MARKER: DB = BENCH MARK DISK
 HV8108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8108_SP_SET: CULVERT HEADWALL
 HV8108_STAMPING: A 507 1984
 HV8108_MARK LOGO: NGS   
 HV8108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8108+STABILITY: SURFACE MOTION
 HV8108
 HV8108  HISTORY     - Date     Condition        Report By
 HV8108  HISTORY     - 1984     MONUMENTED       NGS
 HV8108  HISTORY     - 19950219 GOOD             USPSQD
 HV8108  HISTORY     - 19990407 GOOD             USPSQD
 HV8108  HISTORY     - 20031218 GOOD             GEOCAC
 HV8108
 HV8108                          STATION DESCRIPTION
 HV8108
 HV8108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8108'1.2 KM (0.75 MI) SE FROM CHANCELLORSVILLE.
 HV8108'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 HV8108'SECONDARY STATE HIGHWAY 610 IN CHANCELLORSVILLE TO THE MARK ON THE
 HV8108'LEFT, IN TOP OF THE SOUTHEAST END OF A DOUBLE BOX CULVERT UNDER THE
 HV8108'HIGHWAY AND OVER NINEMILE RUN, ALSO 4.5 KM (2.8 MI) NORTHWEST ALONG
 HV8108'STATE HIGHWAY 3 FROM THE ZOAN BAPTIST CHURCH IN CHANCELLOR,
 HV8108'8.53 METERS (28.0 FT) NORTHEAST OF THE CENTERLINE OF THE EAST BOUND
 HV8108'LANES OF THE HIGHWAY, 10.61 METERS (34.8 FT) SOUTHWEST OF THE
 HV8108'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 0.36 METER (1.2 FT)
 HV8108'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 HV8108'THE MARK IS 1.52 M BELOW HIGHWAY.
 HV8108
 HV8108                          STATION RECOVERY (1995)
 HV8108
 HV8108'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8108'RECOVERED IN GOOD CONDITION.
 HV8108
 HV8108                          STATION RECOVERY (1999)
 HV8108
 HV8108'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8108'RECOVERED IN GOOD CONDITION.
 HV8108
 HV8108                          STATION RECOVERY (2003)
 HV8108
 HV8108'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8108'FOUND AS DESCRIBED IN THE MEDIAN, ABOUT 150 FEET WEST OF THE 'WOUNDING
 HV8108'OF JACKSON' HISTORIC MARKER ON THE WESTBOUND LANES OF ROUTE 3, AND
 HV8108'JUST EAST OF COUNTY ROUTE 1790, ALSO KNOWN AS NINE MILE RUN ROAD.
 HV8108' 
 HV8108'COORDINATES FROM CONSUMER GRADE GARMIN ETREX HANDHELD GPS - N38D 18M
 HV8108'14.5S, W077D 37M 19.6S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8770 ***********************************************************************
 HV8770  DESIGNATION -  A 508
 HV8770  PID         -  HV8770
 HV8770  STATE/COUNTY-  VA/WESTMORELAND
 HV8770  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV8770
 HV8770                         *CURRENT SURVEY CONTROL
 HV8770  ___________________________________________________________________
 HV8770* NAD 83(1986)-  38 10 40.     (N)    076 58 31.     (W)     SCALED    
 HV8770* NAVD 88     -        19.677  (meters)      64.56   (feet)  ADJUSTED  
 HV8770  ___________________________________________________________________
 HV8770  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HV8770  DYNAMIC HT  -          19.664 (meters)      64.51  (feet)  COMP
 HV8770  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 HV8770
 HV8770  VERT ORDER  -  FIRST     CLASS II
 HV8770
 HV8770.The horizontal coordinates were scaled from a topographic map and have
 HV8770.an estimated accuracy of +/- 6 seconds.
 HV8770
 HV8770.The orthometric height was determined by differential leveling
 HV8770.and adjusted by the National Geodetic Survey in June 1991..
 HV8770
 HV8770.The geoid height was determined by GEOID03.
 HV8770
 HV8770.The dynamic height is computed by dividing the NAVD 88
 HV8770.geopotential number by the normal gravity value computed on the
 HV8770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8770.degrees latitude (g = 980.6199 gals.).
 HV8770
 HV8770.The modeled gravity was interpolated from observed gravity values.
 HV8770
 HV8770;                    North         East    Units  Estimated Accuracy
 HV8770;SPC VA N     - 2,057,840.    3,633,590.      MT  (+/- 180 meters Scaled)
 HV8770
 HV8770                          SUPERSEDED SURVEY CONTROL
 HV8770
 HV8770  NGVD 29 (05/17/90)   19.911  (m)           65.32   (f) ADJUSTED    1 2
 HV8770
 HV8770.Superseded values are not recommended for survey control.
 HV8770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8770.See file dsdata.txt to determine how the superseded data were derived.
 HV8770
 HV8770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH269273(NAD 83)
 HV8770_MARKER: I = METAL ROD
 HV8770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8770_SP_SET: STAINLESS STEEL ROD
 HV8770_STAMPING: A 508 1990
 HV8770_MARK LOGO: NGS   
 HV8770_PROJECTION: FLUSH
 HV8770_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8770+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8770_ROD/PIPE-DEPTH: 7.2  meters
 HV8770
 HV8770  HISTORY     - Date     Condition        Report By
 HV8770  HISTORY     - 1990     MONUMENTED       NGS
 HV8770  HISTORY     - 19981114 GOOD             USPSQD
 HV8770  HISTORY     - 20030314 GOOD             USPSQD
 HV8770  HISTORY     - 20051115 GOOD             USPSQD
 HV8770
 HV8770                          STATION DESCRIPTION
 HV8770
 HV8770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8770'2.0 KM (1.24 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 HV8770'OF STATE HIGHWAY 205 IN OAK GROVEEAST OF THE EXTENDED CENTER OF
 HV8770'COUNTY ROAD 664, 12.3 M (40.35 FT) SOUTH OF THE CENTERLINE OF THE
 HV8770'HIGHWAYWEST OF UTILITY POLE NUMBER 0H99, 0.3 M (0.98 FT) NORTH OF A
 HV8770'WITNESS POST BELOW THE LEVEL OF THE HIGHWAY,  NOTE--ACCESS TO THE
 HV8770'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HV8770
 HV8770                          STATION RECOVERY (1998)
 HV8770
 HV8770'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8770'RECOVERED IN GOOD CONDITION.
 HV8770
 HV8770                          STATION RECOVERY (2003)
 HV8770
 HV8770'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8770'RECOVERED IN GOOD CONDITION.
 HV8770
 HV8770                          STATION RECOVERY (2005)
 HV8770
 HV8770'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1403 ***********************************************************************
 FX1403  DESIGNATION -  A 51
 FX1403  PID         -  FX1403
 FX1403  STATE/COUNTY-  VA/BRUNSWICK
 FX1403  USGS QUAD   -  DANIELTOWN (1986)
 FX1403
 FX1403                         *CURRENT SURVEY CONTROL
 FX1403  ___________________________________________________________________
 FX1403* NAD 83(1986)-  36 54 21.     (N)    077 58 43.     (W)     SCALED    
 FX1403* NAVD 88     -       134.082  (meters)     439.90   (feet)  POSTED    
 FX1403  ___________________________________________________________________
 FX1403  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 FX1403  DYNAMIC HT  -         133.980 (meters)     439.57  (feet)  COMP
 FX1403  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 FX1403
 FX1403  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX1403
 FX1403.The horizontal coordinates were scaled from a topographic map and have
 FX1403.an estimated accuracy of +/- 6 seconds.
 FX1403
 FX1403.The orthometric height was determined by differential leveling
 FX1403.and adjusted by the National Geodetic Survey in 1992..
 FX1403.No vertical observational check was made to the station.
 FX1403.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX1403.was located on a no-check spur therefore a value was not computed.
 FX1403
 FX1403.The geoid height was determined by GEOID03.
 FX1403
 FX1403.The dynamic height is computed by dividing the NAVD 88
 FX1403.geopotential number by the normal gravity value computed on the
 FX1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1403.degrees latitude (g = 980.6199 gals.).
 FX1403
 FX1403.The modeled gravity was interpolated from observed gravity values.
 FX1403
 FX1403;                    North         East    Units  Estimated Accuracy
 FX1403;SPC VA S     - 1,063,660.    3,546,470.      MT  (+/- 180 meters Scaled)
 FX1403
 FX1403                          SUPERSEDED SURVEY CONTROL
 FX1403
 FX1403  NGVD 29 (??/??/92)  134.382  (m)          440.88   (f) ADJ UNCH    2 0
 FX1403
 FX1403.Superseded values are not recommended for survey control.
 FX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1403.See file dsdata.txt to determine how the superseded data were derived.
 FX1403
 FX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF346885(NAD 83)
 FX1403_MARKER: DB = BENCH MARK DISK
 FX1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1403_STAMPING: 440.878 A 51 1934
 FX1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1403+STABILITY: SURFACE MOTION
 FX1403
 FX1403  HISTORY     - Date     Condition        Report By
 FX1403  HISTORY     - 1934     MONUMENTED       CGS
 FX1403  HISTORY     - 1942     GOOD             NGS
 FX1403  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1403  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1403
 FX1403                          STATION DESCRIPTION
 FX1403
 FX1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1403'1.1 MI W FROM DANIELTOWN.
 FX1403'1.1 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM DANIELTOWN,
 FX1403'BRUNSWICK COUNTY, 405 FEET WEST OF MILEPOST 104, AT A DIRT-ROAD
 FX1403'CROSSING BETWEEN TWO LARGE CUTS, 55 FEET WEST OF THE CENTERLINE
 FX1403'OF THE ROAD, 35 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3
 FX1403'FEET EAST OF A POLE, AND SET IN THE TOP OF A CONCRETE POST
 FX1403'PROJECTING 4 INCHES ABOVE GROUND.
 FX1403
 FX1403                          STATION RECOVERY (1965)
 FX1403
 FX1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1403'MARK NOT FOUND.
 FX1403
 FX1403                          STATION RECOVERY (2001)
 FX1403
 FX1403'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB7303 ***********************************************************************
 AB7303  DESIGNATION -  A 510
 AB7303  PID         -  AB7303
 AB7303  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AB7303  USGS QUAD   -  CAPE HENRY (1986)
 AB7303
 AB7303                         *CURRENT SURVEY CONTROL
 AB7303  ___________________________________________________________________
 AB7303* NAD 83(1986)-  36 55 53.     (N)    076 01 28.     (W)     SCALED    
 AB7303* NAVD 88     -         8.394  (meters)      27.54   (feet)  ADJUSTED  
 AB7303  ___________________________________________________________________
 AB7303  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 AB7303  DYNAMIC HT  -           8.388 (meters)      27.52  (feet)  COMP
 AB7303  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 AB7303
 AB7303  VERT ORDER  -  SECOND    CLASS I
 AB7303
 AB7303.The horizontal coordinates were scaled from a topographic map and have
 AB7303.an estimated accuracy of +/- 6 seconds.
 AB7303
 AB7303.The orthometric height was determined by differential leveling
 AB7303.and adjusted by the National Geodetic Survey in July 2002..
 AB7303
 AB7303.The geoid height was determined by GEOID03.
 AB7303
 AB7303.The dynamic height is computed by dividing the NAVD 88
 AB7303.geopotential number by the normal gravity value computed on the
 AB7303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7303.degrees latitude (g = 980.6199 gals.).
 AB7303
 AB7303.The modeled gravity was interpolated from observed gravity values.
 AB7303
 AB7303;                    North         East    Units  Estimated Accuracy
 AB7303;SPC VA S     - 1,069,260.    3,720,520.      MT  (+/- 180 meters Scaled)
 AB7303
 AB7303                          SUPERSEDED SURVEY CONTROL
 AB7303
 AB7303.No superseded survey control is available for this station.
 AB7303
 AB7303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF087877(NAD 83)
 AB7303_MARKER: DB = BENCH MARK DISK
 AB7303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB7303+WITH SETTING: PAVEMENT
 AB7303_SP_SET: GUN MOUNT FOUNDATION
 AB7303_STAMPING: A 510 1996
 AB7303_MARK LOGO: NOS   
 AB7303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7303+STABILITY: SURFACE MOTION
 AB7303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7303+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7303
 AB7303  HISTORY     - Date     Condition        Report By
 AB7303  HISTORY     - 1996     MONUMENTED       NGS
 AB7303
 AB7303                          STATION DESCRIPTION
 AB7303
 AB7303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 AB7303'THE STATION IS LOCATED IN THE BASE OF A FORMER GUN MOUNT ON THE
 AB7303'GROUNDS OF THE USMC AMPHIBIOUS RECON SCHOOL ON THE FORT STORY US ARMY
 AB7303'BASE IN THE CITY OF VIRGINIA BEACH, VA.  TO REACH THE STATION FROM THE
 AB7303'JUNCTION OF US 13 AND US 60 (SHORE DR) NEAR THE SOUTH END OF THE
 AB7303'CHESAPEAKE BAY BRIDGE TUNNEL.  PROCEED EAST ON US 60 (SHORE DR) FOR
 AB7303'5.15 MI (8.29 KM) TO A ROAD LEFT (ATLANTIC AVE) TO THE WEST GATE OF
 AB7303'FORT STORY.  TURN LEFT ONTO ATLANTIC AVE HEADING NORTH FOR .1 MI (0.2
 AB7303'KM) TO THE WEST GATE.  PROCEED THROUGH THE GATE HEADING NORTHEAST ON
 AB7303'ATLANTIC AVE.  FOR 1.2 MI (1.9 KM) TO THE USMC AMPHIBIOUS RECON SCHOOL
 AB7303'AND THE STATION ON THE LEFT.  TURN LEFT AND ENTER THE EAST GATE AND
 AB7303'FOLLOW DRIVE NORTH FOR .1 MI (0.2 KM) TO THE TOP OF THE HILL, A FENCE,
 AB7303'A GATE, AND THE STATION ON THE BEACH SIDE OF THE FENCE.  THE STATION
 AB7303'IS 37 M (121.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF BUILDING 950,
 AB7303'33 M (108.3 FT) EAST OF THE EAST SIDE OF A 25 FT (7.6 M) HIGH FORMER
 AB7303'RADAR BASE WITH USMC IN LARGE LETTERS ON THE SOUTHWEST SIDE, 8 M (26.2
 AB7303'FT) NORTHEAST OF THE CENTER OF THE GATE, AND 6 M (19.7 FT) EAST OF A
 AB7303'WITNESS POST SIGN.  THE STATION IS SET IN THE CENTER OF A ROUND
 AB7303'CONCRETE FORMER GUN BASE THAT IS 3 M (9.8 FT) ACROSS AND DIRECTLY IN
 AB7303'FRONT OF THE GATE.  THE STATION IS A STANDARD NOS BENCH MARK DISK
 AB7303'STAMPED --A 510 1996-- SET IN A 3 M (9.8 FT) ACROSS FORMER GUNMOUNT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1661 ***********************************************************************
 HV1661  DESIGNATION -  A 511
 HV1661  PID         -  HV1661
 HV1661  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1661  USGS QUAD   -  ALEXANDRIA (1994)
 HV1661
 HV1661                         *CURRENT SURVEY CONTROL
 HV1661  ___________________________________________________________________
 HV1661* NAD 83(1986)-  38 47 23.     (N)    077 03 04.     (W)     SCALED    
 HV1661* NAVD 88     -         4.676  (meters)      15.34   (feet)  ADJUSTED  
 HV1661  ___________________________________________________________________
 HV1661  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV1661  DYNAMIC HT  -           4.673 (meters)      15.33  (feet)  COMP
 HV1661  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 HV1661
 HV1661  VERT ORDER  -  THIRD
 HV1661
 HV1661.The horizontal coordinates were scaled from a topographic map and have
 HV1661.an estimated accuracy of +/- 6 seconds.
 HV1661
 HV1661.The orthometric height was determined by differential leveling
 HV1661.and adjusted by the National Geodetic Survey in September 2004..
 HV1661
 HV1661.The geoid height was determined by GEOID03.
 HV1661
 HV1661.The dynamic height is computed by dividing the NAVD 88
 HV1661.geopotential number by the normal gravity value computed on the
 HV1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1661.degrees latitude (g = 980.6199 gals.).
 HV1661
 HV1661.The modeled gravity was interpolated from observed gravity values.
 HV1661
 HV1661;                    North         East    Units  Estimated Accuracy
 HV1661;SPC VA N     - 2,125,650.    3,625,870.      MT  (+/- 180 meters Scaled)
 HV1661
 HV1661                          SUPERSEDED SURVEY CONTROL
 HV1661
 HV1661  NGVD 29 (??/??/??)    5.060  (m)           16.60   (f) ADJUSTED    1 2
 HV1661
 HV1661.Superseded values are not recommended for survey control.
 HV1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1661.See file dsdata.txt to determine how the superseded data were derived.
 HV1661
 HV1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH218954(NAD 83)
 HV1661_MARKER: DD = SURVEY DISK
 HV1661_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV1661_SP_SET: BRIDGE RAILING
 HV1661_STAMPING: A 511
 HV1661_MARK LOGO: PBPP  
 HV1661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1661+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1661
 HV1661  HISTORY     - Date     Condition        Report By
 HV1661  HISTORY     - UNK      MONUMENTED       PBPP
 HV1661  HISTORY     - 1971     GOOD             NGS
 HV1661  HISTORY     - 19900115 GOOD             RDA
 HV1661  HISTORY     - 19960803 GOOD             USPSQD
 HV1661
 HV1661                          STATION DESCRIPTION
 HV1661
 HV1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1661'AT ALEXANDRIA.
 HV1661'AT ALEXANDRIA, ABOUT 1.0 MILE SOUTH ALONG MT. VERNON MEMORIAL
 HV1661'HIGHWAY FROM THE POST OFFICE AND COURTHOUSE, SET VERTICALLY
 HV1661'IN THE WEST FACE OF THE WEST STONE RAILING ON A BRIDGE OVER
 HV1661'HUNTINGTON CREEK, 40 1/2 FEET WEST OF THE CENTER LINE OF THE
 HV1661'HIGHWAY, 9.0 FEET SOUTH OF THE NORTH END OF THE RAILING, 3 FEET
 HV1661'BELOW THE TOP OF THE RAILING, AND ABOUT 4 FEET ABOVE THE LEVEL
 HV1661'OF THE HIGHWAY.
 HV1661
 HV1661                          STATION RECOVERY (1990)
 HV1661
 HV1661'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1661'RECOVERED IN GOOD CONDITION.
 HV1661
 HV1661                          STATION RECOVERY (1996)
 HV1661
 HV1661'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7244 ***********************************************************************
 AH7244  DESIGNATION -  A 511
 AH7244  PID         -  AH7244
 AH7244  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7244  USGS QUAD   -  THORNTON GAP (1994)
 AH7244
 AH7244                         *CURRENT SURVEY CONTROL
 AH7244  ___________________________________________________________________
 AH7244* NAD 83(1986)-  38 39 48.     (N)    078 17 35.     (W)     SCALED    
 AH7244* NAVD 88     -       463.883  (meters)    1521.92   (feet)  ADJUSTED  
 AH7244  ___________________________________________________________________
 AH7244  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AH7244  DYNAMIC HT  -         463.557 (meters)    1520.85  (feet)  COMP
 AH7244  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 AH7244
 AH7244  VERT ORDER  -  SECOND    CLASS II
 AH7244
 AH7244.The horizontal coordinates were scaled from a topographic map and have
 AH7244.an estimated accuracy of +/- 6 seconds.
 AH7244
 AH7244.The orthometric height was determined by differential leveling
 AH7244.and adjusted by the National Geodetic Survey in May 1999..
 AH7244
 AH7244.The geoid height was determined by GEOID03.
 AH7244
 AH7244.The dynamic height is computed by dividing the NAVD 88
 AH7244.geopotential number by the normal gravity value computed on the
 AH7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7244.degrees latitude (g = 980.6199 gals.).
 AH7244
 AH7244.The modeled gravity was interpolated from observed gravity values.
 AH7244
 AH7244;                    North         East    Units  Estimated Accuracy
 AH7244;SPC VA N     - 2,110,650.    3,518,010.      MT  (+/- 180 meters Scaled)
 AH7244
 AH7244                          SUPERSEDED SURVEY CONTROL
 AH7244
 AH7244.No superseded survey control is available for this station.
 AH7244
 AH7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC355828(NAD 83)
 AH7244_MARKER: DD = SURVEY DISK
 AH7244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7244_SP_SET: CULVERT HEADWALL
 AH7244_STAMPING: A 511 X 111
 AH7244_MARK LOGO: RBNF  
 AH7244_PROJECTION: FLUSH
 AH7244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7244+STABILITY: SURFACE MOTION
 AH7244
 AH7244  HISTORY     - Date     Condition        Report By
 AH7244  HISTORY     - UNK      MONUMENTED       RBNF
 AH7244  HISTORY     - 19981002 GOOD             NGS
 AH7244
 AH7244                          STATION DESCRIPTION
 AH7244
 AH7244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7244'5.2 MILES (8.3 KM) WESTERLY ALONG US HIGHWAY 211 FROM THE JUNCTION
 AH7244'WITH US HIGHWAY 522S, AT THE OUTSIDE OF A S SHAPED CURVE, IN THE SOUTH
 AH7244'END OF A 6 FOOT (1.8 M) HIGH CULVERT AND IN THE HEADWALL, 27.2 FEET
 AH7244'(8.3 M) NORTHWEST OF THE CENTERLINE OF US HIGHWAY 211 WEST BOUND
 AH7244'LANES, 17.4 FEET (5.3 M) SOUTHWEST OF THE CENTER ONE OF THREE WARNING
 AH7244'ARROW SIGNS, AND 63.4 FEET (19.3 M) NORTHWEST OF THE SOUTHERLY ONE OF
 AH7244'THREE WARNING ARROW SIGNS. NOTE--A 511 WAS STAMPED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3652 ***********************************************************************
 AI3652  DESIGNATION -  A 512
 AI3652  PID         -  AI3652
 AI3652  STATE/COUNTY-  VA/PRINCE WILLIAM
 AI3652  USGS QUAD   -  GAINESVILLE (1994)
 AI3652
 AI3652                         *CURRENT SURVEY CONTROL
 AI3652  ___________________________________________________________________
 AI3652* NAD 83(1986)-  38 47 00.     (N)    077 32 41.     (W)     SCALED    
 AI3652* NAVD 88     -        81.314  (meters)     266.78   (feet)  ADJUSTED  
 AI3652  ___________________________________________________________________
 AI3652  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AI3652  DYNAMIC HT  -          81.267 (meters)     266.62  (feet)  COMP
 AI3652  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 AI3652
 AI3652  VERT ORDER  -  SECOND    CLASS I
 AI3652
 AI3652.The horizontal coordinates were scaled from a topographic map and have
 AI3652.an estimated accuracy of +/- 6 seconds.
 AI3652
 AI3652.The orthometric height was determined by differential leveling
 AI3652.and adjusted by the National Geodetic Survey in April 2000..
 AI3652
 AI3652.The geoid height was determined by GEOID03.
 AI3652
 AI3652.The dynamic height is computed by dividing the NAVD 88
 AI3652.geopotential number by the normal gravity value computed on the
 AI3652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3652.degrees latitude (g = 980.6199 gals.).
 AI3652
 AI3652.The modeled gravity was interpolated from observed gravity values.
 AI3652
 AI3652;                    North         East    Units  Estimated Accuracy
 AI3652;SPC VA N     - 2,124,380.    3,583,000.      MT  (+/- 180 meters Scaled)
 AI3652
 AI3652                          SUPERSEDED SURVEY CONTROL
 AI3652
 AI3652.No superseded survey control is available for this station.
 AI3652
 AI3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH789958(NAD 83)
 AI3652_MARKER: DV = VERTICAL CONTROL DISK
 AI3652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3652_SP_SET: CULVERT HEADWALL
 AI3652_STAMPING: A 512 1999
 AI3652_MARK LOGO: NGS   
 AI3652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3652+STABILITY: SURFACE MOTION
 AI3652
 AI3652  HISTORY     - Date     Condition        Report By
 AI3652  HISTORY     - 1999     MONUMENTED       NGS
 AI3652
 AI3652                          STATION DESCRIPTION
 AI3652
 AI3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RWA)
 AI3652'2.55 MILES (4.10 KM) NORTHWESTERLY ALONG STATE HIGHWAY 674 (WELLINGTON
 AI3652'ROAD) TO THE JUNCTION OF STATE HIGHWAY 234, THENCE 1.35 MILES (2.17
 AI3652'KM) NORTH ALONG STATE HIGHWAY 234 TO THE NORFOLK SOUTHERN RAILROAD
 AI3652'OVERPASS, ALSO 0.8 MILE (1.3 KM) SOUTH ALONG STATE HIGHWAY 234 FROM
 AI3652'THE JUNCTION OF STATE HIGHWAY 621 (BALIS FORD ROAD) IN WELLINGTON.
 AI3652'94.0 FEET (28.7 M) NORTHEAST OF THE CENTERLINE OF NORTHBOUND LANES OF
 AI3652'STATE HIGHWAY 234 (SLOPE MEASUREMENT) 23.0 FEET (7.0 M) NORTHEAST OF
 AI3652'THE FOURTH POST FROM THE CORNER POST, 38.0 FEET (11.6 M) SOUTHWEST OF
 AI3652'NORTHWEST RAIL, 14.6 FEET (4.5 M) SOUTHEAST OF A YELLOW STEEL PIPE
 AI3652'FILLED WITH CONCRETE, 21.9 FEET (6.7 M) SOUTH OF A YELLOW STEEL PIPE
 AI3652'FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7613 ***********************************************************************
 AI7613  DESIGNATION -  A 513
 AI7613  PID         -  AI7613
 AI7613  STATE/COUNTY-  VA/C OF ALEXANDRIA
 AI7613  USGS QUAD   -  ALEXANDRIA (1994)
 AI7613
 AI7613                         *CURRENT SURVEY CONTROL
 AI7613  ___________________________________________________________________
 AI7613* NAD 83(1986)-  38 49 53.     (N)    077 02 31.     (W)     SCALED    
 AI7613* NAVD 88     -         1.373  (meters)       4.50   (feet)  ADJUSTED  
 AI7613  ___________________________________________________________________
 AI7613  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AI7613  DYNAMIC HT  -           1.372 (meters)       4.50  (feet)  COMP
 AI7613  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 AI7613
 AI7613  VERT ORDER  -  FIRST     CLASS II
 AI7613
 AI7613.The horizontal coordinates were scaled from a topographic map and have
 AI7613.an estimated accuracy of +/- 6 seconds.
 AI7613
 AI7613.The orthometric height was determined by differential leveling
 AI7613.and adjusted by the National Geodetic Survey in November 2000..
 AI7613
 AI7613.The geoid height was determined by GEOID03.
 AI7613
 AI7613.The dynamic height is computed by dividing the NAVD 88
 AI7613.geopotential number by the normal gravity value computed on the
 AI7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7613.degrees latitude (g = 980.6199 gals.).
 AI7613
 AI7613.The modeled gravity was interpolated from observed gravity values.
 AI7613
 AI7613;                    North         East    Units  Estimated Accuracy
 AI7613;SPC VA N     - 2,130,290.    3,626,590.      MT  (+/- 180 meters Scaled)
 AI7613
 AI7613                          SUPERSEDED SURVEY CONTROL
 AI7613
 AI7613.No superseded survey control is available for this station.
 AI7613
 AI7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ227000(NAD 83)
 AI7613_MARKER: DV = VERTICAL CONTROL DISK
 AI7613_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI7613+WITH SETTING: PAVEMENT
 AI7613_SP_SET: ABANDONED FLAG BASE
 AI7613_STAMPING: A 513 2000
 AI7613_MARK LOGO: NGS   
 AI7613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7613+STABILITY: SURFACE MOTION
 AI7613
 AI7613  HISTORY     - Date     Condition        Report By
 AI7613  HISTORY     - 2000     MONUMENTED       NGS
 AI7613  HISTORY     - 20040219 GOOD             GEOCAC
 AI7613
 AI7613                          STATION DESCRIPTION
 AI7613
 AI7613'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (DBC)
 AI7613'0.6 MILE (1.0 KM) NORTH ALONG THE G W PARKWAY FROM THE JUNCTION OF
 AI7613'SLATERS LANE IN ALEXANDRIA TO THE JUNCTION OF MARINA DRIVE.  THENCE
 AI7613'0.05 MILE (0.08 KM) EAST ALONG MARINA DRIVE LEADING INTO THE
 AI7613'WASHINGTON SAILING MARINA TO A Y JUNCTION, THENCE 0.1 MILE (0.2 KM)
 AI7613'NORTHEAST ALONG ROAD TO JUNCTION OF PARKING AREA, THENCE 0.05 MILE
 AI7613'(0.08 KM) WESTERLY TO MARK ON RIGHT.  7.0 FEET (2.1 M) SOUTH OF THE
 AI7613'NORTH EDGE OF RETAINNG WALL, 6 INCHES SOUTH OF A CUT OFF STEEL FRAME
 AI7613'(14 INCHES HIGH) , 36.0 FEET (11.0 M) NORTH OF APPROXIMATE CENTERLINE
 AI7613'OF PARKING AREA ROAD, 45.9 FEET (14.0 M) EAST OF WEST END OF RETAIN
 AI7613'WALL, 42.0 FEET (12.8 M) WEST OF EAST END OF RETAIN WALL.
 AI7613
 AI7613                          STATION RECOVERY (2004)
 AI7613
 AI7613'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AI7613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1175 ***********************************************************************
 FX1175  DESIGNATION -  A 52
 FX1175  PID         -  FX1175
 FX1175  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1175  USGS QUAD   -  COURTLAND (1986)
 FX1175
 FX1175                         *CURRENT SURVEY CONTROL
 FX1175  ___________________________________________________________________
 FX1175* NAD 83(1986)-  36 43 05.     (N)    077 04 05.     (W)     SCALED    
 FX1175* NAVD 88     -         8.405  (meters)      27.58   (feet)  POSTED    
 FX1175  ___________________________________________________________________
 FX1175  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 FX1175  DYNAMIC HT  -           8.400 (meters)      27.56  (feet)  COMP
 FX1175  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 FX1175
 FX1175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1175
 FX1175.The horizontal coordinates were scaled from a topographic map and have
 FX1175.an estimated accuracy of +/- 6 seconds.
 FX1175
 FX1175.The orthometric height was determined by differential leveling
 FX1175.and adjusted by the National Geodetic Survey in 1992..
 FX1175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1175.rate of 0.0 thru 1.0 mm/km.
 FX1175
 FX1175.The geoid height was determined by GEOID03.
 FX1175
 FX1175.The dynamic height is computed by dividing the NAVD 88
 FX1175.geopotential number by the normal gravity value computed on the
 FX1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1175.degrees latitude (g = 980.6199 gals.).
 FX1175
 FX1175.The modeled gravity was interpolated from observed gravity values.
 FX1175
 FX1175;                    North         East    Units  Estimated Accuracy
 FX1175;SPC VA S     - 1,043,670.    3,627,930.      MT  (+/- 180 meters Scaled)
 FX1175
 FX1175                          SUPERSEDED SURVEY CONTROL
 FX1175
 FX1175  NGVD 29 (??/??/92)    8.858  (m)           29.06   (f) ADJ UNCH    1 2
 FX1175
 FX1175.Superseded values are not recommended for survey control.
 FX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1175.See file dsdata.txt to determine how the superseded data were derived.
 FX1175
 FX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF153655(NAD 83)
 FX1175_MARKER: DB = BENCH MARK DISK
 FX1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1175_STAMPING: 29.075 A 52 1934
 FX1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1175+STABILITY: SURFACE MOTION
 FX1175
 FX1175  HISTORY     - Date     Condition        Report By
 FX1175  HISTORY     - 1934     MONUMENTED       CGS
 FX1175  HISTORY     - 1960     GOOD             NGS
 FX1175  HISTORY     - 1965     GOOD             NGS
 FX1175
 FX1175                          STATION DESCRIPTION
 FX1175
 FX1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1175'AT COURTLAND.
 FX1175'AT COURTLAND, SOUTHAMPTON COUNTY, 83 FEET EAST OF THE NORTHEAST
 FX1175'CORNER OF THE ATLANTIC AND DANVILLE RR STATION, IN THE GRASS
 FX1175'PLOT BETWEEN THE MAIN TRACK AND A SIDETRACK, 76 FEET SOUTHWEST
 FX1175'OF THE SOUTHWEST CORNER OF A 2-STORY BUILDING WITH METAL SIDING,
 FX1175'17-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 5 FEET
 FX1175'WEST OF A POLE, LEVEL WITH THE TOP OF THE RAIL, AND SET IN THE
 FX1175'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FX1175
 FX1175                          STATION RECOVERY (1965)
 FX1175
 FX1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1614 ***********************************************************************
 HV1614  DESIGNATION -  A 529 PBPP
 HV1614  PID         -  HV1614
 HV1614  STATE/COUNTY-  VA/ARLINGTON
 HV1614  USGS QUAD   -  ALEXANDRIA (1994)
 HV1614
 HV1614                         *CURRENT SURVEY CONTROL
 HV1614  ___________________________________________________________________
 HV1614* NAD 83(1986)-  38 51 12.     (N)    077 02 50.     (W)     SCALED    
 HV1614* NAVD 88     -        10.85   (+/-2cm)      35.6    (feet)  VERTCON   
 HV1614  ___________________________________________________________________
 HV1614  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1614
 HV1614  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1614
 HV1614.The horizontal coordinates were scaled from a topographic map and have
 HV1614.an estimated accuracy of +/- 6 seconds.
 HV1614
 HV1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1614.The vertical order pertains to the NGVD 29 superseded value.
 HV1614
 HV1614.The geoid height was determined by GEOID03.
 HV1614
 HV1614;                    North         East    Units  Estimated Accuracy
 HV1614;SPC VA N     - 2,132,720.    3,626,100.      MT  (+/- 180 meters Scaled)
 HV1614
 HV1614                          SUPERSEDED SURVEY CONTROL
 HV1614
 HV1614  NGVD 29 (??/??/??)   11.099  (m)           36.41   (f) ADJUSTED    1 2
 HV1614
 HV1614.Superseded values are not recommended for survey control.
 HV1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1614.See file dsdata.txt to determine how the superseded data were derived.
 HV1614
 HV1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ223024(NAD 83)
 HV1614_MARKER: DD = SURVEY DISK
 HV1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1614_SP_SET: BRIDGE
 HV1614_STAMPING: A 529
 HV1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1614
 HV1614  HISTORY     - Date     Condition        Report By
 HV1614  HISTORY     - UNK      MONUMENTED       PBPP
 HV1614  HISTORY     - 1971     GOOD             NGS
 HV1614  HISTORY     - 1978     GOOD             DMA
 HV1614
 HV1614                          STATION DESCRIPTION
 HV1614
 HV1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1614'AT ARLINGTON.
 HV1614'IN ARLINGTON COUNTY, 1.3 MILES SOUTH ALONG THE MOUNT VERNON
 HV1614'MEMORIAL HIGHWAY FROM THE RAILROAD BRIDGE OVER POTOMAC RIVER, AT
 HV1614'A STONE BRIDGE (THIS IS THE FIRST BRIDGE SOUTH OF THE RAILROAD
 HV1614'BRIDGE), IN THE FACE OF THE NORTH END OF THE BRIDGE, 50 INCHES
 HV1614'SOUTH OF THE CORNER, AND 32 INCHES DOWN FROM THE BRIDGE RAIL.  A
 HV1614'PUBLIC BUILDINGS AND PUBLIC PARKS STANDARD DISK, STAMPED A 529
 HV1614'AND SET VERTICALLY.
 HV1614
 HV1614                          STATION RECOVERY (1978)
 HV1614
 HV1614'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1614'STONE BRIDGE IS NOT ON MOUNT VERNON HIGHWAY BUT ON ROAD ABOVE AIRPORT
 HV1614'PARKING LOT. BRIDGE IS LOCATED ACROSS FROM GENERAL AVIATION TERMINAL
 HV1614'AND A COMMUTER TERMINAL EAST OF RAILROAD PASSENGER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0492 ***********************************************************************
 FY0492  DESIGNATION -  A 53
 FY0492  PID         -  FY0492
 FY0492  STATE/COUNTY-  VA/HALIFAX
 FY0492  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0492
 FY0492                         *CURRENT SURVEY CONTROL
 FY0492  ___________________________________________________________________
 FY0492* NAD 83(1986)-  36 41 17.     (N)    078 56 10.     (W)     SCALED    
 FY0492* NAVD 88     -       101.734  (meters)     333.77   (feet)  ADJUSTED  
 FY0492  ___________________________________________________________________
 FY0492  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FY0492  DYNAMIC HT  -         101.655 (meters)     333.51  (feet)  COMP
 FY0492  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 FY0492
 FY0492  VERT ORDER  -  SECOND    CLASS 0
 FY0492
 FY0492.The horizontal coordinates were scaled from a topographic map and have
 FY0492.an estimated accuracy of +/- 6 seconds.
 FY0492
 FY0492.The orthometric height was determined by differential leveling
 FY0492.and adjusted by the National Geodetic Survey in June 1991..
 FY0492
 FY0492.The geoid height was determined by GEOID03.
 FY0492
 FY0492.The dynamic height is computed by dividing the NAVD 88
 FY0492.geopotential number by the normal gravity value computed on the
 FY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0492.degrees latitude (g = 980.6199 gals.).
 FY0492
 FY0492.The modeled gravity was interpolated from observed gravity values.
 FY0492
 FY0492;                    North         East    Units  Estimated Accuracy
 FY0492;SPC VA S     - 1,039,460.    3,461,020.      MT  (+/- 180 meters Scaled)
 FY0492
 FY0492                          SUPERSEDED SURVEY CONTROL
 FY0492
 FY0492  NGVD 29 (??/??/92)  102.038  (m)          334.77   (f) ADJ UNCH    2 0
 FY0492
 FY0492.Superseded values are not recommended for survey control.
 FY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0492.See file dsdata.txt to determine how the superseded data were derived.
 FY0492
 FY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA843622(NAD 83)
 FY0492_MARKER: DB = BENCH MARK DISK
 FY0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0492_SP_SET: CULVERT
 FY0492_STAMPING: 334.829 A 53 1934
 FY0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0492
 FY0492  HISTORY     - Date     Condition        Report By
 FY0492  HISTORY     - 1934     MONUMENTED       CGS
 FY0492  HISTORY     - 1935     GOOD             NGS
 FY0492
 FY0492                          STATION DESCRIPTION
 FY0492
 FY0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0492'2 MI SW FROM SOUTH BOSTON.
 FY0492'RECOVERED AS DESCRIBED.  2.0 MILES SOUTHWEST ALONG THE SOUTHERN
 FY0492'RAILWAY FROM SOUTH BOSTON, HALIFAX COUNTY, ABOUT 70 YARDS EAST
 FY0492'OF MILEPOST 29, AT A SMALL PIPE CULVERT, IN THE TOP OF THE
 FY0492'WEST END OF THE SOUTH CONCRETE HEADWALL, ABOUT 5 YARDS SOUTH
 FY0492'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 FY0492'RAIL.  A STANDARD DISK, STAMPED 334.829 A 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1617 ***********************************************************************
 HV1617  DESIGNATION -  A 532
 HV1617  PID         -  HV1617
 HV1617  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1617  USGS QUAD   -  ALEXANDRIA (1994)
 HV1617
 HV1617                         *CURRENT SURVEY CONTROL
 HV1617  ___________________________________________________________________
 HV1617* NAD 83(1986)-  38 50 09.     (N)    077 02 46.     (W)     SCALED    
 HV1617* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 HV1617  ___________________________________________________________________
 HV1617  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV1617  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 HV1617  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 HV1617  OBS GRAVITY -     980,094.7   (mgal)                       GRAV_OBS
 HV1617
 HV1617  VERT ORDER  -  FIRST     CLASS I
 HV1617
 HV1617.The horizontal coordinates were scaled from a topographic map and have
 HV1617.an estimated accuracy of +/- 6 seconds.
 HV1617
 HV1617.The orthometric height was determined by differential leveling
 HV1617.and adjusted by the National Geodetic Survey in June 1991..
 HV1617
 HV1617.The geoid height was determined by GEOID03.
 HV1617
 HV1617.The dynamic height is computed by dividing the NAVD 88
 HV1617.geopotential number by the normal gravity value computed on the
 HV1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1617.degrees latitude (g = 980.6199 gals.).
 HV1617
 HV1617.The modeled gravity was interpolated from observed gravity values.
 HV1617.The observed gravity was obtained from relative gravimeter ties
 HV1617.to the IGSN71 gravity network.
 HV1617
 HV1617;                    North         East    Units  Estimated Accuracy
 HV1617;SPC VA N     - 2,130,780.    3,626,230.      MT  (+/- 180 meters Scaled)
 HV1617
 HV1617                          SUPERSEDED SURVEY CONTROL
 HV1617
 HV1617  NGVD 29 (??/??/??)    1.453  (m)            4.77   (f) ADJUSTED    1 1
 HV1617
 HV1617.Superseded values are not recommended for survey control.
 HV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1617.See file dsdata.txt to determine how the superseded data were derived.
 HV1617
 HV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ224005(NAD 83)
 HV1617_MARKER: DD = SURVEY DISK
 HV1617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV1617_SP_SET: CULVERT
 HV1617_STAMPING: A 532
 HV1617_MARK LOGO: PBPP  
 HV1617_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1617+STABILITY: SURFACE MOTION
 HV1617
 HV1617  HISTORY     - Date     Condition        Report By
 HV1617  HISTORY     - UNK      MONUMENTED       PBPP
 HV1617  HISTORY     - 1971     GOOD             NGS
 HV1617  HISTORY     - 1978     GOOD             DMA
 HV1617  HISTORY     - 19960803 GOOD             USPSQD
 HV1617  HISTORY     - 20000801 GOOD             NGS
 HV1617
 HV1617                          STATION DESCRIPTION
 HV1617
 HV1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1617'AT ALEXANDRIA.
 HV1617'AT ALEXANDRIA, ABOUT 2.25 MILES NORTH ALONG MT. VERNON MEMORIAL
 HV1617'HIGHWAY FROM THE POST OFFICE AND COURTHOUSE, 50 FEET WEST OF THE
 HV1617'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, SET IN THE TOP AND
 HV1617'1.2 FEET NORTH OF THE SOUTH END OF THE 27-FOOT LONG GRANITE
 HV1617'HEADWALL OF A CULVERT UNDER THE HIGHWAY, AND ABOUT 7 FEET BELOW
 HV1617'THE LEVEL OF THE HIGHWAY.
 HV1617
 HV1617                          STATION RECOVERY (1978)
 HV1617
 HV1617'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1617'RECOVERED IN GOOD CONDITION.
 HV1617
 HV1617                          STATION RECOVERY (1996)
 HV1617
 HV1617'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1617'RECOVERED IN GOOD CONDITION.
 HV1617
 HV1617                          STATION RECOVERY (2000)
 HV1617
 HV1617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DBC)
 HV1617'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1618 ***********************************************************************
 HV1618  DESIGNATION -  A 533
 HV1618  PID         -  HV1618
 HV1618  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1618  USGS QUAD   -  ALEXANDRIA (1994)
 HV1618
 HV1618                         *CURRENT SURVEY CONTROL
 HV1618  ___________________________________________________________________
 HV1618* NAD 83(1986)-  38 49 35.     (N)    077 02 37.     (W)     SCALED    
 HV1618* NAVD 88     -         1.354  (meters)       4.44   (feet)  ADJUSTED  
 HV1618  ___________________________________________________________________
 HV1618  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1618  DYNAMIC HT  -           1.353 (meters)       4.44  (feet)  COMP
 HV1618  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 HV1618  OBS GRAVITY -     980,094.2   (mgal)                       GRAV_OBS
 HV1618
 HV1618  VERT ORDER  -  FIRST     CLASS I
 HV1618
 HV1618.The horizontal coordinates were scaled from a topographic map and have
 HV1618.an estimated accuracy of +/- 6 seconds.
 HV1618
 HV1618.The orthometric height was determined by differential leveling
 HV1618.and adjusted by the National Geodetic Survey in June 1991..
 HV1618.WARNING-Repeat measurements at this control monument indicate possible
 HV1618.vertical movement.
 HV1618
 HV1618.The geoid height was determined by GEOID03.
 HV1618
 HV1618.The dynamic height is computed by dividing the NAVD 88
 HV1618.geopotential number by the normal gravity value computed on the
 HV1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1618.degrees latitude (g = 980.6199 gals.).
 HV1618
 HV1618.The modeled gravity was interpolated from observed gravity values.
 HV1618.The observed gravity was obtained from relative gravimeter ties
 HV1618.to the IGSN71 gravity network.
 HV1618
 HV1618;                    North         East    Units  Estimated Accuracy
 HV1618;SPC VA N     - 2,129,730.    3,626,460.      MT  (+/- 180 meters Scaled)
 HV1618
 HV1618                          SUPERSEDED SURVEY CONTROL
 HV1618
 HV1618  NGVD 29 (??/??/??)    1.592  (m)            5.22   (f) ADJUSTED    1 1
 HV1618
 HV1618.Superseded values are not recommended for survey control.
 HV1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1618.See file dsdata.txt to determine how the superseded data were derived.
 HV1618
 HV1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH226994(NAD 83)
 HV1618_MARKER: DD = SURVEY DISK
 HV1618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV1618_SP_SET: CULVERT
 HV1618_STAMPING: A 533
 HV1618_MARK LOGO: PBPP  
 HV1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1618+STABILITY: SURFACE MOTION
 HV1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV1618+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 HV1618
 HV1618  HISTORY     - Date     Condition        Report By
 HV1618  HISTORY     - UNK      MONUMENTED       PBPP
 HV1618  HISTORY     - 1971     GOOD             NGS
 HV1618  HISTORY     - 1978     GOOD             DMA
 HV1618  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1618  HISTORY     - 20000801 GOOD             NGS
 HV1618  HISTORY     - 20041120 GOOD             GEOCAC
 HV1618
 HV1618                          STATION DESCRIPTION
 HV1618
 HV1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1618'AT ALEXANDRIA.
 HV1618'AT ALEXANDRIA, ABOUT 1.6 NORTH ALONG MT. VERNON MEMORIAL HIGHWAY
 HV1618'FROM THE POST OFFICE AND COURTHOUSE, 37 FEET WEST OF THE CENTER
 HV1618'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 17-FOOT
 HV1618'WEST GRANITE HEADWALL OF A CULVERT UNDER THE HIGHWAY, AND ABOUT
 HV1618'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HV1618
 HV1618                          STATION RECOVERY (1978)
 HV1618
 HV1618'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1618'MARK SET IN CENTER OF 24 FT. CULVERT.
 HV1618
 HV1618                          STATION RECOVERY (1996)
 HV1618
 HV1618'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1618'MARK NOT FOUND.
 HV1618
 HV1618                          STATION RECOVERY (2000)
 HV1618
 HV1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 HV1618'RECOVERED AS DESCRIBED.
 HV1618
 HV1618                          STATION RECOVERY (2004)
 HV1618
 HV1618'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV1618'CONSUMER-GRADE GARMIN ETREX GPS RECEIVER REPORTS NAD 83 (1986)
 HV1618'COORDINATES AS N38 49 35.7, W077 02 36.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1619 ***********************************************************************
 HV1619  DESIGNATION -  A 534 PBPP
 HV1619  PID         -  HV1619
 HV1619  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1619  USGS QUAD   -  ALEXANDRIA (1994)
 HV1619
 HV1619                         *CURRENT SURVEY CONTROL
 HV1619  ___________________________________________________________________
 HV1619* NAD 83(1986)-  38 49 05.     (N)    077 02 39.     (W)     SCALED    
 HV1619* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 HV1619  ___________________________________________________________________
 HV1619  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV1619
 HV1619  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1619
 HV1619.The horizontal coordinates were scaled from a topographic map and have
 HV1619.an estimated accuracy of +/- 6 seconds.
 HV1619
 HV1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1619.The vertical order pertains to the NGVD 29 superseded value.
 HV1619
 HV1619.The geoid height was determined by GEOID03.
 HV1619
 HV1619;                    North         East    Units  Estimated Accuracy
 HV1619;SPC VA N     - 2,128,810.    3,626,430.      MT  (+/- 180 meters Scaled)
 HV1619
 HV1619                          SUPERSEDED SURVEY CONTROL
 HV1619
 HV1619  NGVD 29 (??/??/??)    8.050  (m)           26.41   (f) ADJUSTED    1 2
 HV1619
 HV1619.Superseded values are not recommended for survey control.
 HV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1619.See file dsdata.txt to determine how the superseded data were derived.
 HV1619
 HV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH225985(NAD 83)
 HV1619_MARKER: DD = SURVEY DISK
 HV1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1619_SP_SET: CONC PIPE
 HV1619_STAMPING: A 534
 HV1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1619
 HV1619  HISTORY     - Date     Condition        Report By
 HV1619  HISTORY     - UNK      MONUMENTED       PBPP
 HV1619  HISTORY     - 1946     GOOD             CGS
 HV1619  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV1619  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1619
 HV1619                          STATION DESCRIPTION
 HV1619
 HV1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1619'AT ALEXANDRIA.
 HV1619'AT ALEXANDRIA, 1.0 MILE NORTH ALONG MEMORIAL BLVD. FROM THE
 HV1619'POST OFFICE AT ALEXANDRIA, AT THE FIRST STREET INTERSECTION NORTH
 HV1619'OF TRAFFIC CIRCLE, 0.25 MILE SOUTH OF THE TOP OF A HILL, AT THE
 HV1619'SOUTHEAST CORNER OF THE INTERSECTION OF MEMORIAL BLVD. AND
 HV1619'BASHFORD LANE, 72.5 FEET EAST OF THE EAST CURB OF MEMORIAL BLVD.,
 HV1619'34.5 FEET SOUTH OF THE SOUTH CURB OF BASHFORD LANE, 26.1 FEET
 HV1619'WEST OF THE NORTHWEST CORNER OF AN APARTMENT BUILDING, 2.0 FEET SOUTH
 HV1619'OF THE EXTENSION TO THE WEST OF THE LINE OF THE NORTH FACE OF THE
 HV1619'APARTMENT BUILDING, SET IN THE TOP OF CONCRETE POURED INTO A TERRA
 HV1619'COTTA PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 HV1619
 HV1619                          STATION RECOVERY (1971)
 HV1619
 HV1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV1619'MARK NOT FOUND.
 HV1619
 HV1619                          STATION RECOVERY (1996)
 HV1619
 HV1619'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1623 ***********************************************************************
 HV1623  DESIGNATION -  A 535 PBPP
 HV1623  PID         -  HV1623
 HV1623  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1623  USGS QUAD   -  ALEXANDRIA (1994)
 HV1623
 HV1623                         *CURRENT SURVEY CONTROL
 HV1623  ___________________________________________________________________
 HV1623* NAD 83(1986)-  38 48 38.     (N)    077 02 44.     (W)     SCALED    
 HV1623* NAVD 88     -        14.669  (meters)      48.13   (feet)  ADJUSTED  
 HV1623  ___________________________________________________________________
 HV1623  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV1623  DYNAMIC HT  -          14.661 (meters)      48.10  (feet)  COMP
 HV1623  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 HV1623  OBS GRAVITY -     980,092.2   (mgal)                       GRAV_OBS
 HV1623
 HV1623  VERT ORDER  -  FIRST     CLASS I
 HV1623
 HV1623.The horizontal coordinates were scaled from a topographic map and have
 HV1623.an estimated accuracy of +/- 6 seconds.
 HV1623
 HV1623.The orthometric height was determined by differential leveling
 HV1623.and adjusted by the National Geodetic Survey in June 1991..
 HV1623
 HV1623.The geoid height was determined by GEOID03.
 HV1623
 HV1623.The dynamic height is computed by dividing the NAVD 88
 HV1623.geopotential number by the normal gravity value computed on the
 HV1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1623.degrees latitude (g = 980.6199 gals.).
 HV1623
 HV1623.The modeled gravity was interpolated from observed gravity values.
 HV1623.The observed gravity was obtained from relative gravimeter ties
 HV1623.to the IGSN71 gravity network.
 HV1623
 HV1623;                    North         East    Units  Estimated Accuracy
 HV1623;SPC VA N     - 2,127,970.    3,626,320.      MT  (+/- 180 meters Scaled)
 HV1623
 HV1623                          SUPERSEDED SURVEY CONTROL
 HV1623
 HV1623  NGVD 29 (??/??/??)   14.907  (m)           48.91   (f) ADJUSTED    1 1
 HV1623
 HV1623.Superseded values are not recommended for survey control.
 HV1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1623.See file dsdata.txt to determine how the superseded data were derived.
 HV1623
 HV1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH223977(NAD 83)
 HV1623_MARKER: DD = SURVEY DISK
 HV1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1623_SP_SET: FOUNDATION
 HV1623_STAMPING: A 535
 HV1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1623
 HV1623  HISTORY     - Date     Condition        Report By
 HV1623  HISTORY     - UNK      MONUMENTED       PBPP
 HV1623  HISTORY     - 1971     GOOD             NGS
 HV1623  HISTORY     - 1978     GOOD             DMA
 HV1623  HISTORY     - 19960803 GOOD             USPSQD
 HV1623
 HV1623                          STATION DESCRIPTION
 HV1623
 HV1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1623'AT ALEXANDRIA.
 HV1623'ABOUT 0.5 MILE NORTH ALONG MT. VERNON MEMORIAL HIGHWAY (NORTH
 HV1623'WASHINGTON STREET) FROM THE POST OFFICE AND COURTHOUSE, IN THE
 HV1623'SOUTHEAST ANGLE OF THE INTERSECTION OF THE STREET AND PENDLETON
 HV1623'STREET, 63 FEET EAST OF THE CENTER LINE OF N. WASHINGTON STREET,
 HV1623'83 FEET SOUTH OF THE CENTER LINE OF PENDLETON STREET, SET
 HV1623'VERTICALLY IN THE WEST FACE OF THE FOUNDATION FOR A 4-STORY BRICK
 HV1623'BUILDING, 51 FEET NORTH OF THE CENTER OF THE WEST ENTRANCE TO THE
 HV1623'BUILDING, 4.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 HV1623'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 HV1623
 HV1623                          STATION RECOVERY (1978)
 HV1623
 HV1623'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1623'RECOVERED IN GOOD CONDITION.
 HV1623
 HV1623                          STATION RECOVERY (1996)
 HV1623
 HV1623'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1660 ***********************************************************************
 HV1660  DESIGNATION -  A 537 PBPP
 HV1660  PID         -  HV1660
 HV1660  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1660  USGS QUAD   -  ALEXANDRIA (1994)
 HV1660
 HV1660                         *CURRENT SURVEY CONTROL
 HV1660  ___________________________________________________________________
 HV1660* NAD 83(1986)-  38 47 40.     (N)    077 02 56.     (W)     SCALED    
 HV1660* NAVD 88     -        13.491  (meters)      44.26   (feet)  ADJUSTED  
 HV1660  ___________________________________________________________________
 HV1660  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV1660  DYNAMIC HT  -          13.484 (meters)      44.24  (feet)  COMP
 HV1660  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 HV1660
 HV1660  VERT ORDER  -  FIRST     CLASS I
 HV1660
 HV1660.The horizontal coordinates were scaled from a topographic map and have
 HV1660.an estimated accuracy of +/- 6 seconds.
 HV1660
 HV1660.The orthometric height was determined by differential leveling
 HV1660.and adjusted by the National Geodetic Survey in June 1991..
 HV1660
 HV1660.The geoid height was determined by GEOID03.
 HV1660
 HV1660.The dynamic height is computed by dividing the NAVD 88
 HV1660.geopotential number by the normal gravity value computed on the
 HV1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1660.degrees latitude (g = 980.6199 gals.).
 HV1660
 HV1660.The modeled gravity was interpolated from observed gravity values.
 HV1660
 HV1660;                    North         East    Units  Estimated Accuracy
 HV1660;SPC VA N     - 2,126,180.    3,626,060.      MT  (+/- 180 meters Scaled)
 HV1660
 HV1660                          SUPERSEDED SURVEY CONTROL
 HV1660
 HV1660  NGVD 29 (05/01/89)   13.728  (m)           45.04   (f) ADJUSTED    1 1
 HV1660
 HV1660.Superseded values are not recommended for survey control.
 HV1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1660.See file dsdata.txt to determine how the superseded data were derived.
 HV1660
 HV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH220959(NAD 83)
 HV1660_MARKER: DD = SURVEY DISK
 HV1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1660_SP_SET: PILLAR
 HV1660_STAMPING: A 537
 HV1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1660
 HV1660  HISTORY     - Date     Condition        Report By
 HV1660  HISTORY     - UNK      MONUMENTED       PBPP
 HV1660  HISTORY     - 1971     GOOD             NGS
 HV1660  HISTORY     - 19960803 GOOD             USPSQD
 HV1660
 HV1660                          STATION DESCRIPTION
 HV1660
 HV1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1660'AT ALEXANDRIA.
 HV1660'AT ALEXANDRIA, ABOUT 0.7 MILE SOUTH ALONG MT. VERNON MEMORIAL
 HV1660'HIGHWAY FROM THE POST OFFICE AND COURTHOUSE, AT THE WEST AND
 HV1660'MAIN ENTARNCE TO ST. MARYS CEMETERY, SET VERTICALLY IN THE SOUTH
 HV1660'FACE AND AT THE SOUTHWEST CORNER OF THE MOST SOUTHERLY OF FOUR
 HV1660'BRICK PILLARS AT THE ENTRANCE, 37 FEET EAST OF THE CENTER LINE
 HV1660'OF THE HIGHWAY, 54 YARDS SOUTH OF THE CENTER LINE OF GREEN STREET,
 HV1660'110 FEET NORTH OF THE NORTH END OF THE EAST CONCRETE BANNISTER
 HV1660'OF AN INTERSTATE HIGHWAY 495 UNDERPASS UNDER THE HIGHWAY, ABOUT
 HV1660'LEVEL WITH THE HIGHWAY, AND ABOUT 1 INCH ABOVE THE LEVEL OF THE
 HV1660'GROUND.
 HV1660
 HV1660                          STATION RECOVERY (1996)
 HV1660
 HV1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1437 ***********************************************************************
 FY1437  DESIGNATION -  A 54
 FY1437  PID         -  FY1437
 FY1437  STATE/COUNTY-  VA/FRANKLIN
 FY1437  USGS QUAD   -  GLADEHILL (1985)
 FY1437
 FY1437                         *CURRENT SURVEY CONTROL
 FY1437  ___________________________________________________________________
 FY1437* NAD 83(1986)-  36 59 29.     (N)    079 45 59.     (W)     SCALED    
 FY1437* NAVD 88     -       323.586  (meters)    1061.63   (feet)  POSTED    
 FY1437  ___________________________________________________________________
 FY1437  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 FY1437  DYNAMIC HT  -         323.320 (meters)    1060.76  (feet)  COMP
 FY1437  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 FY1437
 FY1437  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FY1437
 FY1437.The horizontal coordinates were scaled from a topographic map and have
 FY1437.an estimated accuracy of +/- 6 seconds.
 FY1437
 FY1437.The orthometric height was determined by differential leveling
 FY1437.and adjusted by the National Geodetic Survey in 1992..
 FY1437.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FY1437.rate of 2.1 thru 3.0 mm/km.
 FY1437
 FY1437.The geoid height was determined by GEOID03.
 FY1437
 FY1437.The dynamic height is computed by dividing the NAVD 88
 FY1437.geopotential number by the normal gravity value computed on the
 FY1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1437.degrees latitude (g = 980.6199 gals.).
 FY1437
 FY1437.The modeled gravity was interpolated from observed gravity values.
 FY1437
 FY1437;                    North         East    Units  Estimated Accuracy
 FY1437;SPC VA S     - 1,073,780.    3,387,270.      MT  (+/- 180 meters Scaled)
 FY1437
 FY1437                          SUPERSEDED SURVEY CONTROL
 FY1437
 FY1437  NGVD 29 (??/??/92)  323.780  (m)         1062.27   (f) ADJ UNCH    2 0
 FY1437
 FY1437.Superseded values are not recommended for survey control.
 FY1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1437.See file dsdata.txt to determine how the superseded data were derived.
 FY1437
 FY1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA097946(NAD 83)
 FY1437_MARKER: DB = BENCH MARK DISK
 FY1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1437_STAMPING: 1062.357 A 54 1934
 FY1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1437+STABILITY: SURFACE MOTION
 FY1437
 FY1437  HISTORY     - Date     Condition        Report By
 FY1437  HISTORY     - 1934     MONUMENTED       CGS
 FY1437
 FY1437                          STATION DESCRIPTION
 FY1437
 FY1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FY1437'9.3 MI E FROM ROCKYMOUNT.
 FY1437'9.3 MILES EAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE AT
 FY1437'ROCKYMOUNT, FRANKLIN COUNTY, AT GLADEHILL, 13 FEET NORTHWEST OF
 FY1437'THE NORTHWEST SIDE OF THE POST OFFICE, ABOUT 60 YARDS WEST OF
 FY1437'THE W.R. HODGES RESIDENCE, 45 FEET SOUTHWEST OF THE CENTER
 FY1437'LINE OF THE HIGHWAY, AND ABOUT 3 INCHES HIGHER THAN THE HIGHWAY.
 FY1437'A STANDARD DISK, STAMPED 1062.357 A 54 1934 AND SET IN THE TOP
 FY1437'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0532 ***********************************************************************
 GW0532  DESIGNATION -  A 55
 GW0532  PID         -  GW0532
 GW0532  STATE/COUNTY-  VA/CAMPBELL
 GW0532  USGS QUAD   -  BROOKNEAL (1984)
 GW0532
 GW0532                         *CURRENT SURVEY CONTROL
 GW0532  ___________________________________________________________________
 GW0532* NAD 83(1986)-  37 05 31.     (N)    078 59 38.     (W)     SCALED    
 GW0532* NAVD 88     -       192.415  (meters)     631.28   (feet)  ADJUSTED  
 GW0532  ___________________________________________________________________
 GW0532  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GW0532  DYNAMIC HT  -         192.271 (meters)     630.81  (feet)  COMP
 GW0532  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 GW0532
 GW0532  VERT ORDER  -  SECOND    CLASS 0
 GW0532
 GW0532.The horizontal coordinates were scaled from a topographic map and have
 GW0532.an estimated accuracy of +/- 6 seconds.
 GW0532
 GW0532.The orthometric height was determined by differential leveling
 GW0532.and adjusted by the National Geodetic Survey in June 1991..
 GW0532
 GW0532.The geoid height was determined by GEOID03.
 GW0532
 GW0532.The dynamic height is computed by dividing the NAVD 88
 GW0532.geopotential number by the normal gravity value computed on the
 GW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0532.degrees latitude (g = 980.6199 gals.).
 GW0532
 GW0532.The modeled gravity was interpolated from observed gravity values.
 GW0532
 GW0532;                    North         East    Units  Estimated Accuracy
 GW0532;SPC VA S     - 1,084,300.    3,456,090.      MT  (+/- 180 meters Scaled)
 GW0532
 GW0532                          SUPERSEDED SURVEY CONTROL
 GW0532
 GW0532  NGVD 29 (??/??/92)  192.676  (m)          632.14   (f) ADJ UNCH    2 0
 GW0532
 GW0532.Superseded values are not recommended for survey control.
 GW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0532.See file dsdata.txt to determine how the superseded data were derived.
 GW0532
 GW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB782069(NAD 83)
 GW0532_MARKER: DB = BENCH MARK DISK
 GW0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0532_STAMPING: A 55 1934
 GW0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0532+STABILITY: SURFACE MOTION
 GW0532
 GW0532  HISTORY     - Date     Condition        Report By
 GW0532  HISTORY     - 1934     MONUMENTED       CGS
 GW0532  HISTORY     - 1953     MARK NOT FOUND   NGS
 GW0532
 GW0532                          STATION DESCRIPTION
 GW0532
 GW0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GW0532'4.4 MI N FROM BROOKNEAL.
 GW0532'4.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0532'STATION AT BROOKNEAL, CAMPBELL COUNTY, 12 RAILS NORTH OF MILEPOST
 GW0532'L 27, 50 YARDS NORTH OF AN AMOCO SERVICE STATION AND LUNCH ROOM,
 GW0532'18 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY 501, 12 YARDS EAST
 GW0532'OF THE CENTERLINE OF THE TRACK, AND 4 FEET HIGHER THAN THE TRACK.
 GW0532'NOTE-- IT WAS REPORTED IN MARCH 1941 THAT THE AMOCO SERVICE
 GW0532'STATION IS NO LONGER IN BUSINESS, BUT IS A PRIVATE HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0945 ***********************************************************************
 HW0945  DESIGNATION -  A 56
 HW0945  PID         -  HW0945
 HW0945  STATE/COUNTY-  VA/ALBEMARLE
 HW0945  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0945
 HW0945                         *CURRENT SURVEY CONTROL
 HW0945  ___________________________________________________________________
 HW0945* NAD 83(1986)-  38 02 43.     (N)    078 47 51.     (W)     SCALED    
 HW0945* NAVD 88     -       362.698  (meters)    1189.95   (feet)  ADJUSTED  
 HW0945  ___________________________________________________________________
 HW0945  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HW0945  DYNAMIC HT  -         362.425 (meters)    1189.06  (feet)  COMP
 HW0945  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 HW0945
 HW0945  VERT ORDER  -  SECOND    CLASS 0
 HW0945
 HW0945.The horizontal coordinates were scaled from a topographic map and have
 HW0945.an estimated accuracy of +/- 6 seconds.
 HW0945
 HW0945.The orthometric height was determined by differential leveling
 HW0945.and adjusted by the National Geodetic Survey in June 1991..
 HW0945
 HW0945.The geoid height was determined by GEOID03.
 HW0945
 HW0945.The dynamic height is computed by dividing the NAVD 88
 HW0945.geopotential number by the normal gravity value computed on the
 HW0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0945.degrees latitude (g = 980.6199 gals.).
 HW0945
 HW0945.The modeled gravity was interpolated from observed gravity values.
 HW0945
 HW0945;                    North         East    Units  Estimated Accuracy
 HW0945;SPC VA S     - 1,190,030.    3,473,890.      MT  (+/- 180 meters Scaled)
 HW0945
 HW0945                          SUPERSEDED SURVEY CONTROL
 HW0945
 HW0945  NGVD 29 (??/??/92)  362.887  (m)         1190.57   (f) ADJ UNCH    2 0
 HW0945
 HW0945.Superseded values are not recommended for survey control.
 HW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0945.See file dsdata.txt to determine how the superseded data were derived.
 HW0945
 HW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC932131(NAD 83)
 HW0945_MARKER: DB = BENCH MARK DISK
 HW0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0945_SP_SET: TUNNEL
 HW0945_STAMPING: A 56 56 1934
 HW0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0945
 HW0945  HISTORY     - Date     Condition        Report By
 HW0945  HISTORY     - 1934     MONUMENTED       CGS
 HW0945  HISTORY     - 1958     GOOD             NGS
 HW0945
 HW0945                          STATION DESCRIPTION
 HW0945
 HW0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0945'1.6 MI W FROM GREENWOOD.
 HW0945'1.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0945'STATION AT GREENWOOD, SET VERTICALLY IN THE NORTHEAST CONCRETE
 HW0945'FACE OF THE BROOKVILLE TUNNEL, 7.8 FEET SOUTHEAST OF THE SOUTHEAST
 HW0945'RAIL AND 5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0946 ***********************************************************************
 HW0946  DESIGNATION -  A 56 RESET 1969
 HW0946  PID         -  HW0946
 HW0946  STATE/COUNTY-  VA/ALBEMARLE
 HW0946  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0946
 HW0946                         *CURRENT SURVEY CONTROL
 HW0946  ___________________________________________________________________
 HW0946* NAD 83(1986)-  38 02 43.     (N)    078 47 51.     (W)     SCALED    
 HW0946* NAVD 88     -       363.37   (+/-2cm)    1192.2    (feet)  VERTCON   
 HW0946  ___________________________________________________________________
 HW0946  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HW0946
 HW0946  VERT ORDER  -  THIRD (See Below)
 HW0946
 HW0946.The horizontal coordinates were scaled from a topographic map and have
 HW0946.an estimated accuracy of +/- 6 seconds.
 HW0946
 HW0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0946.The vertical order pertains to the NGVD 29 superseded value.
 HW0946
 HW0946.The geoid height was determined by GEOID03.
 HW0946
 HW0946;                    North         East    Units  Estimated Accuracy
 HW0946;SPC VA S     - 1,190,030.    3,473,890.      MT  (+/- 180 meters Scaled)
 HW0946
 HW0946                          SUPERSEDED SURVEY CONTROL
 HW0946
 HW0946  NGVD 29 (03/21/06)  363.56   (m)         1192.8    (f) RESET       3  
 HW0946
 HW0946.Superseded values are not recommended for survey control.
 HW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0946.See file dsdata.txt to determine how the superseded data were derived.
 HW0946
 HW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC932131(NAD 83)
 HW0946_MARKER: DD = SURVEY DISK
 HW0946_SETTING: 66 = SET IN ROCK OUTCROP
 HW0946_SP_SET: ROCK OUTCROP
 HW0946_STAMPING: A 56 RESET 1969
 HW0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0946+STABILITY: POSITION/ELEVATION WELL
 HW0946
 HW0946  HISTORY     - Date     Condition        Report By
 HW0946  HISTORY     - 1969     MONUMENTED       VADH
 HW0946
 HW0946                          STATION DESCRIPTION
 HW0946
 HW0946'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969
 HW0946'1.5 MI W FROM GREENWOOD.
 HW0946'1.5 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE OLD
 HW0946'STATION AT GREENWOOD, SET IN THE TOP OF A ROCK OUTCROP, 164 FEET
 HW0946'WEST OF MILEPOST 201, 60.5 FEET NORTH OF THE CENTER LINE OF
 HW0946'THE TRACK, 4 FEET FROM AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0958 ***********************************************************************
 GW0958  DESIGNATION -  A 57
 GW0958  PID         -  GW0958
 GW0958  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0958  USGS QUAD   -  GOSHEN (1983)
 GW0958
 GW0958                         *CURRENT SURVEY CONTROL
 GW0958  ___________________________________________________________________
 GW0958* NAD 83(1986)-  37 59 13.     (N)    079 29 56.     (W)     SCALED    
 GW0958* NAVD 88     -       429.039  (meters)    1407.61   (feet)  ADJUSTED  
 GW0958  ___________________________________________________________________
 GW0958  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0958  DYNAMIC HT  -         428.701 (meters)    1406.50  (feet)  COMP
 GW0958  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GW0958
 GW0958  VERT ORDER  -  SECOND    CLASS 0
 GW0958
 GW0958.The horizontal coordinates were scaled from a topographic map and have
 GW0958.an estimated accuracy of +/- 6 seconds.
 GW0958
 GW0958.The orthometric height was determined by differential leveling
 GW0958.and adjusted by the National Geodetic Survey in June 1991..
 GW0958
 GW0958.The geoid height was determined by GEOID03.
 GW0958
 GW0958.The dynamic height is computed by dividing the NAVD 88
 GW0958.geopotential number by the normal gravity value computed on the
 GW0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0958.degrees latitude (g = 980.6199 gals.).
 GW0958
 GW0958.The modeled gravity was interpolated from observed gravity values.
 GW0958
 GW0958;                    North         East    Units  Estimated Accuracy
 GW0958;SPC VA S     - 1,183,980.    3,412,250.      MT  (+/- 180 meters Scaled)
 GW0958
 GW0958                          SUPERSEDED SURVEY CONTROL
 GW0958
 GW0958  NGVD 29 (??/??/92)  429.196  (m)         1408.12   (f) ADJ UNCH    2 0
 GW0958
 GW0958.Superseded values are not recommended for survey control.
 GW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0958.See file dsdata.txt to determine how the superseded data were derived.
 GW0958
 GW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC318054(NAD 83)
 GW0958_MARKER: DB = BENCH MARK DISK
 GW0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0958_SP_SET: FOUNDATION
 GW0958_STAMPING: A 57 1934
 GW0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0958
 GW0958  HISTORY     - Date     Condition        Report By
 GW0958  HISTORY     - 1934     MONUMENTED       CGS
 GW0958  HISTORY     - 1944     GOOD             NGS
 GW0958
 GW0958                          STATION DESCRIPTION
 GW0958
 GW0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0958'AT GOSHEN.
 GW0958'AT GOSHEN, ROCKBRIDGE COUNTY, 80 FEET WEST OF THE WEST END OF THE
 GW0958'CHESAPEAKE AND OHIO RAILWAY FREIGHT STATION, 33 FEET SOUTH OF THE
 GW0958'SOUTH RAIL OF THE PASSING TRACK, 24 FEET NORTH OF THE NORTH RAIL
 GW0958'OF THE SPUR TRACK, IN THE TOP OF THE NORTHWEST CORNER OF THE
 GW0958'CONCRETE BASE OF THE WATER TANK, AND ABOUT 2 FEET ABOVE GROUND.
 GW0958'A STANDARD DISK, STAMPED A 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0808 ***********************************************************************
 FZ0808  DESIGNATION -  A 58
 FZ0808  PID         -  FZ0808
 FZ0808  STATE/COUNTY-  VA/GRAYSON
 FZ0808  USGS QUAD   -  BRIERPATCH MOUNTAIN (1988)
 FZ0808
 FZ0808                         *CURRENT SURVEY CONTROL
 FZ0808  ___________________________________________________________________
 FZ0808* NAD 83(1986)-  36 37 56.     (N)    081 05 16.     (W)     SCALED    
 FZ0808* NAVD 88     -       740.404  (meters)    2429.14   (feet)  ADJUSTED  
 FZ0808  ___________________________________________________________________
 FZ0808  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FZ0808  DYNAMIC HT  -         739.681 (meters)    2426.77  (feet)  COMP
 FZ0808  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 FZ0808
 FZ0808  VERT ORDER  -  SECOND    CLASS 0
 FZ0808
 FZ0808.The horizontal coordinates were scaled from a topographic map and have
 FZ0808.an estimated accuracy of +/- 6 seconds.
 FZ0808
 FZ0808.The orthometric height was determined by differential leveling
 FZ0808.and adjusted by the National Geodetic Survey in June 1991..
 FZ0808
 FZ0808.The geoid height was determined by GEOID03.
 FZ0808
 FZ0808.The dynamic height is computed by dividing the NAVD 88
 FZ0808.geopotential number by the normal gravity value computed on the
 FZ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0808.degrees latitude (g = 980.6199 gals.).
 FZ0808
 FZ0808.The modeled gravity was interpolated from observed gravity values.
 FZ0808
 FZ0808;                    North         East    Units  Estimated Accuracy
 FZ0808;SPC VA S     - 1,036,340.    3,268,580.      MT  (+/- 180 meters Scaled)
 FZ0808
 FZ0808                          SUPERSEDED SURVEY CONTROL
 FZ0808
 FZ0808  NGVD 29 (??/??/92)  740.530  (m)         2429.56   (f) ADJ UNCH    2 0
 FZ0808
 FZ0808.Superseded values are not recommended for survey control.
 FZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0808.See file dsdata.txt to determine how the superseded data were derived.
 FZ0808
 FZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA921540(NAD 83)
 FZ0808_MARKER: DB = BENCH MARK DISK
 FZ0808_SETTING: 0 = UNSPECIFIED SETTING
 FZ0808_STAMPING: A 58 1935
 FZ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0808
 FZ0808  HISTORY     - Date     Condition        Report By
 FZ0808  HISTORY     - 1935     MONUMENTED       CGS
 FZ0808
 FZ0808                          STATION DESCRIPTION
 FZ0808
 FZ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0808'4.2 MI E FROM INDEPENDENCE.
 FZ0808'4.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE COURTHOUSE AT
 FZ0808'INDEPENDENCE, GRAYSON COUNTY, 28 YARDS NORTHEAST OF A 4- BY 6-FOOT
 FZ0808'CONCRETE CULVERT, 62 FEET SOUTHWEST OF THE CENTERLINE OF A
 FZ0808'PRIVATE ROAD LEADING NORTHWEST, 28 FEET NORTHWEST OF THE CENTERLINE
 FZ0808'OF THE HIGHWAY, AND 1.2 FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1820 ***********************************************************************
 HW1820  DESIGNATION -  A 58
 HW1820  PID         -  HW1820
 HW1820  STATE/COUNTY-  VA/BATH
 HW1820  USGS QUAD   -  BURNSVILLE (1982)
 HW1820
 HW1820                         *CURRENT SURVEY CONTROL
 HW1820  ___________________________________________________________________
 HW1820* NAD 83(1986)-  38 08 34.     (N)    079 44 29.     (W)     SCALED    
 HW1820* NAVD 88     -       822.577  (meters)    2698.74   (feet)  ADJUSTED  
 HW1820  ___________________________________________________________________
 HW1820  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HW1820  DYNAMIC HT  -         821.886 (meters)    2696.47  (feet)  COMP
 HW1820  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 HW1820
 HW1820  VERT ORDER  -  SECOND    CLASS 0
 HW1820
 HW1820.The horizontal coordinates were scaled from a topographic map and have
 HW1820.an estimated accuracy of +/- 6 seconds.
 HW1820
 HW1820.The orthometric height was determined by differential leveling
 HW1820.and adjusted by the National Geodetic Survey in June 1991..
 HW1820
 HW1820.The geoid height was determined by GEOID03.
 HW1820
 HW1820.The dynamic height is computed by dividing the NAVD 88
 HW1820.geopotential number by the normal gravity value computed on the
 HW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1820.degrees latitude (g = 980.6199 gals.).
 HW1820
 HW1820.The modeled gravity was interpolated from observed gravity values.
 HW1820
 HW1820;                    North         East    Units  Estimated Accuracy
 HW1820;SPC VA N     - 2,053,580.    3,391,180.      MT  (+/- 180 meters Scaled)
 HW1820
 HW1820                          SUPERSEDED SURVEY CONTROL
 HW1820
 HW1820  NGVD 29 (??/??/92)  822.658  (m)         2699.00   (f) ADJ UNCH    2 0
 HW1820
 HW1820.Superseded values are not recommended for survey control.
 HW1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1820.See file dsdata.txt to determine how the superseded data were derived.
 HW1820
 HW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC102224(NAD 83)
 HW1820_MARKER: DB = BENCH MARK DISK
 HW1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1820_STAMPING: A 58 1934
 HW1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1820+STABILITY: SURFACE MOTION
 HW1820
 HW1820  HISTORY     - Date     Condition        Report By
 HW1820  HISTORY     - 1934     MONUMENTED       CGS
 HW1820
 HW1820                          STATION DESCRIPTION
 HW1820
 HW1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1820'7.3 MI N FROM WARM SPRINGS.
 HW1820'7.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM WARM SPRINGS INN AT
 HW1820'WARM SPRINGS, BATH COUNTY, AT THE SUMMIT OF A HILL ON THE OLD
 HW1820'HIGHWAY, AT THE EAST EDGE OF A MAPLE THICKET, 43 FEET NORTHWEST
 HW1820'OF THE CENTERLINE OF THE NEW RIGHT-OF-WAY CUT FOR THE NEW HIGHWAY,
 HW1820'1-1/2 FEET HIGHER THAN THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 HW1820'A 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1413 ***********************************************************************
 FY1413  DESIGNATION -  A 60
 FY1413  PID         -  FY1413
 FY1413  STATE/COUNTY-  VA/HENRY
 FY1413  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1413
 FY1413                         *CURRENT SURVEY CONTROL
 FY1413  ___________________________________________________________________
 FY1413* NAD 83(1986)-  36 40 06.     (N)    079 45 45.     (W)     SCALED    
 FY1413* NAVD 88     -       257.331  (meters)     844.26   (feet)  POSTED    
 FY1413  ___________________________________________________________________
 FY1413  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 FY1413  DYNAMIC HT  -         257.110 (meters)     843.54  (feet)  COMP
 FY1413  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 FY1413
 FY1413  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FY1413
 FY1413.The horizontal coordinates were scaled from a topographic map and have
 FY1413.an estimated accuracy of +/- 6 seconds.
 FY1413
 FY1413.The orthometric height was determined by differential leveling
 FY1413.and adjusted by the National Geodetic Survey in 1992..
 FY1413.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FY1413.rate of 2.1 thru 3.0 mm/km.
 FY1413
 FY1413.The geoid height was determined by GEOID03.
 FY1413
 FY1413.The dynamic height is computed by dividing the NAVD 88
 FY1413.geopotential number by the normal gravity value computed on the
 FY1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1413.degrees latitude (g = 980.6199 gals.).
 FY1413
 FY1413.The modeled gravity was interpolated from observed gravity values.
 FY1413
 FY1413;                    North         East    Units  Estimated Accuracy
 FY1413;SPC VA S     - 1,037,930.    3,387,140.      MT  (+/- 180 meters Scaled)
 FY1413
 FY1413                          SUPERSEDED SURVEY CONTROL
 FY1413
 FY1413.No superseded survey control is available for this station.
 FY1413
 FY1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA105587(NAD 83)
 FY1413_MARKER: DB = BENCH MARK DISK
 FY1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1413_STAMPING: A-60 1935
 FY1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1413+STABILITY: SURFACE MOTION
 FY1413
 FY1413  HISTORY     - Date     Condition        Report By
 FY1413  HISTORY     - 1935     MONUMENTED       CGS
 FY1413
 FY1413                          STATION DESCRIPTION
 FY1413
 FY1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1413'3.7 MI NW FROM AXTON.
 FY1413'LOCATED ABOUT 3.7 MILES NORTHWEST OF THE DANVILLE AND WESTERN
 FY1413'RAILWAY DEPOT AT AXTON, 200 YARDS SOUTHEAST OF MILEPOST 34,
 FY1413'52.0 FEET SOUTH OF A COUNTRY HIGHWAY CROSSING, 56.0 FEET SOUTHEAST
 FY1413'OF R/W FENCE CORNER, 19.8 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 FY1413'THE TRACK, 2.5 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET
 FY1413'IN TOP OF CONCRETE POST 3 INCHES HIGH.  ALONG THE D AND W RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0027 ***********************************************************************
 FZ0027  DESIGNATION -  A 61
 FZ0027  PID         -  FZ0027
 FZ0027  STATE/COUNTY-  VA/FLOYD
 FZ0027  USGS QUAD   -  WOOLWINE (1982)
 FZ0027
 FZ0027                         *CURRENT SURVEY CONTROL
 FZ0027  ___________________________________________________________________
 FZ0027* NAD 83(1986)-  36 52 13.     (N)    080 20 02.     (W)     SCALED    
 FZ0027* NAVD 88     -       732.652  (meters)    2403.71   (feet)  POSTED    
 FZ0027  ___________________________________________________________________
 FZ0027  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FZ0027  DYNAMIC HT  -         731.980 (meters)    2401.50  (feet)  COMP
 FZ0027  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 FZ0027
 FZ0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0027
 FZ0027.The horizontal coordinates were scaled from a topographic map and have
 FZ0027.an estimated accuracy of +/- 6 seconds.
 FZ0027
 FZ0027.The orthometric height was determined by differential leveling
 FZ0027.and adjusted by the National Geodetic Survey in 1992..
 FZ0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0027.rate of 0.0 thru 1.0 mm/km.
 FZ0027
 FZ0027.The geoid height was determined by GEOID03.
 FZ0027
 FZ0027.The dynamic height is computed by dividing the NAVD 88
 FZ0027.geopotential number by the normal gravity value computed on the
 FZ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0027.degrees latitude (g = 980.6199 gals.).
 FZ0027
 FZ0027.The modeled gravity was interpolated from observed gravity values.
 FZ0027
 FZ0027;                    North         East    Units  Estimated Accuracy
 FZ0027;SPC VA S     - 1,061,180.    3,336,500.      MT  (+/- 180 meters Scaled)
 FZ0027
 FZ0027                          SUPERSEDED SURVEY CONTROL
 FZ0027
 FZ0027  NGVD 29 (??/??/92)  732.783  (m)         2404.14   (f) ADJ UNCH    2 0
 FZ0027
 FZ0027.Superseded values are not recommended for survey control.
 FZ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0027.See file dsdata.txt to determine how the superseded data were derived.
 FZ0027
 FZ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA593806(NAD 83)
 FZ0027_MARKER: DB = BENCH MARK DISK
 FZ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0027_STAMPING: A 61 1935
 FZ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0027+STABILITY: SURFACE MOTION
 FZ0027
 FZ0027  HISTORY     - Date     Condition        Report By
 FZ0027  HISTORY     - 1935     MONUMENTED       CGS
 FZ0027  HISTORY     - 1963     MARK NOT FOUND   NGS
 FZ0027  HISTORY     - 1967     MARK NOT FOUND   USGS
 FZ0027
 FZ0027                          STATION DESCRIPTION
 FZ0027
 FZ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0027'3.7 MI S FROM FLOYD.
 FZ0027'3.7 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE
 FZ0027'AT FLOYD, FLOYD COUNTY, ABOUT 250 YARDS SOUTHEAST OF THE JUNCTION
 FZ0027'OF COUNTY ROAD 727, ABOUT 100 YARDS NORTHWEST OF A BRIDGE OVER A
 FZ0027'CREEK, 21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, NEAR THE
 FZ0027'CORNER OF A RAIL FENCE, AND 2.3 FEET SOUTHWEST OF A FENCE.  A STANDARD
 FZ0027'DISK, STAMPED A 61 1935 AND SET IN THE TOP OF A CONCRETE POST
 FZ0027'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 FZ0027
 FZ0027                          STATION RECOVERY (1967)
 FZ0027
 FZ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FZ0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0231 ***********************************************************************
 GW0231  DESIGNATION -  A 65
 GW0231  PID         -  GW0231
 GW0231  STATE/COUNTY-  VA/CUMBERLAND
 GW0231  USGS QUAD   -  FARMVILLE (1981)
 GW0231
 GW0231                         *CURRENT SURVEY CONTROL
 GW0231  ___________________________________________________________________
 GW0231* NAD 83(1986)-  37 18 28.     (N)    078 23 20.     (W)     SCALED    
 GW0231* NAVD 88     -        94.098  (meters)     308.72   (feet)  ADJUSTED  
 GW0231  ___________________________________________________________________
 GW0231  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0231  DYNAMIC HT  -          94.032 (meters)     308.50  (feet)  COMP
 GW0231  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 GW0231
 GW0231  VERT ORDER  -  SECOND    CLASS 0
 GW0231
 GW0231.The horizontal coordinates were scaled from a topographic map and have
 GW0231.an estimated accuracy of +/- 6 seconds.
 GW0231
 GW0231.The orthometric height was determined by differential leveling
 GW0231.and adjusted by the National Geodetic Survey in June 1991..
 GW0231
 GW0231.The geoid height was determined by GEOID03.
 GW0231
 GW0231.The dynamic height is computed by dividing the NAVD 88
 GW0231.geopotential number by the normal gravity value computed on the
 GW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0231.degrees latitude (g = 980.6199 gals.).
 GW0231
 GW0231.The modeled gravity was interpolated from observed gravity values.
 GW0231
 GW0231;                    North         East    Units  Estimated Accuracy
 GW0231;SPC VA S     - 1,108,140.    3,509,850.      MT  (+/- 180 meters Scaled)
 GW0231
 GW0231                          SUPERSEDED SURVEY CONTROL
 GW0231
 GW0231  NGVD 29 (??/??/92)   94.368  (m)          309.61   (f) ADJ UNCH    2 0
 GW0231
 GW0231.Superseded values are not recommended for survey control.
 GW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0231.See file dsdata.txt to determine how the superseded data were derived.
 GW0231
 GW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB314322(NAD 83)
 GW0231_MARKER: DB = BENCH MARK DISK
 GW0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0231_SP_SET: BRIDGE
 GW0231_STAMPING: A 65 1935
 GW0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0231
 GW0231  HISTORY     - Date     Condition        Report By
 GW0231  HISTORY     - 1935     MONUMENTED       CGS
 GW0231  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0231  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0231
 GW0231                          STATION DESCRIPTION
 GW0231
 GW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0231'0.2 MI N FROM FARMVILLE.
 GW0231'A-65 IS LOCATED ABOUT 0.2 OF A MILE NORTH OF THE COUNTY COURTHOUSE
 GW0231'AT FARMVILLE, ALONG STATE HIGHWAY 45, ON INSIDE CURB OF NORTHWEST
 GW0231'CORNER OF CONCRETE HIGHWAY BRIDGE OVER APPOMATTOX RIVER, 2.4 FEET
 GW0231'SOUTH OF NORTH END OF BRIDGE.  STANDARD TABLET SET IN CONCRETE
 GW0231'BRIDGE 8 INCHES ABOVE LEVEL OF HIGHWAY.
 GW0231
 GW0231                          STATION RECOVERY (1997)
 GW0231
 GW0231'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0231'MARK NOT FOUND.
 GW0231
 GW0231                          STATION RECOVERY (2001)
 GW0231
 GW0231'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0232 ***********************************************************************
 GW0232  DESIGNATION -  A 65 RESET 1959
 GW0232  PID         -  GW0232
 GW0232  STATE/COUNTY-  VA/CUMBERLAND
 GW0232  USGS QUAD   -  FARMVILLE (1981)
 GW0232
 GW0232                         *CURRENT SURVEY CONTROL
 GW0232  ___________________________________________________________________
 GW0232* NAD 83(1986)-  37 18 28.     (N)    078 23 20.     (W)     SCALED    
 GW0232* NAVD 88     -        94.52   (+/-2cm)     310.1    (feet)  VERTCON   
 GW0232  ___________________________________________________________________
 GW0232  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0232
 GW0232  VERT ORDER  -  THIRD (See Below)
 GW0232
 GW0232.The horizontal coordinates were scaled from a topographic map and have
 GW0232.an estimated accuracy of +/- 6 seconds.
 GW0232
 GW0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0232.The vertical order pertains to the NGVD 29 superseded value.
 GW0232
 GW0232.The geoid height was determined by GEOID03.
 GW0232
 GW0232;                    North         East    Units  Estimated Accuracy
 GW0232;SPC VA S     - 1,108,140.    3,509,850.      MT  (+/- 180 meters Scaled)
 GW0232
 GW0232                          SUPERSEDED SURVEY CONTROL
 GW0232
 GW0232  NGVD 29 (??/??/??)   94.79   (m)          311.0    (f) RESET       3  
 GW0232
 GW0232.Superseded values are not recommended for survey control.
 GW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0232.See file dsdata.txt to determine how the superseded data were derived.
 GW0232
 GW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB314322(NAD 83)
 GW0232_MARKER: DB = BENCH MARK DISK
 GW0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0232_SP_SET: CURB
 GW0232_STAMPING: A 65 RESET 1959
 GW0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0232+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 GW0232
 GW0232  HISTORY     - Date     Condition        Report By
 GW0232  HISTORY     - 1959     MONUMENTED       CGS
 GW0232  HISTORY     - 1963     GOOD             NGS
 GW0232  HISTORY     - 19970301 GOOD             USPSQD
 GW0232  HISTORY     - 20011003 GOOD             USPSQD
 GW0232  HISTORY     - 20051226 GOOD             USPSQD
 GW0232
 GW0232                          STATION DESCRIPTION
 GW0232
 GW0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0232'AT FARMVILLE.
 GW0232'IN CUMBERLAND COUNTY, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 45
 GW0232'FROM THE COUNTY COURTHOUSE AT FARMVILLE, PRINCE EDWARD COUNTY, ON
 GW0232'THE INSIDE CURB OF THE NORTHWEST CORNER OF A CONCRETE HIGHWAY
 GW0232'BRIDGE OVER APPOMATTOX RIVER, 2.4 FEET SOUTH OF THE NORTH END
 GW0232'OF THE BRIDGE, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 GW0232'A STANDARD DISK, STAMPED A 65 1935 AND SET IN A CONCRETE CURB.
 GW0232'NOTE-- THE MARK IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 GW0232'A CONCRETE BRIDGE OVER THE APPOMATTOX RIVER AT THE NORTH EDGE
 GW0232'OF FARMVILLE, ABOUT 0.5 FOOT NORTH OF CONCRETE WALL AND RAILING
 GW0232'OF BRIDGE.
 GW0232
 GW0232                          STATION RECOVERY (1997)
 GW0232
 GW0232'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0232'RECOVERED IN GOOD CONDITION.
 GW0232
 GW0232                          STATION RECOVERY (2001)
 GW0232
 GW0232'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0232'RECOVERED IN GOOD CONDITION.
 GW0232
 GW0232                          STATION RECOVERY (2005)
 GW0232
 GW0232'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0217 ***********************************************************************
 GW0217  DESIGNATION -  A 66
 GW0217  PID         -  GW0217
 GW0217  STATE/COUNTY-  VA/BUCKINGHAM
 GW0217  USGS QUAD   -  WILLIS MOUNTAIN (1987)
 GW0217
 GW0217                         *CURRENT SURVEY CONTROL
 GW0217  ___________________________________________________________________
 GW0217* NAD 83(1986)-  37 30 00.     (N)    078 23 31.     (W)     SCALED    
 GW0217* NAVD 88     -       149.193  (meters)     489.48   (feet)  ADJUSTED  
 GW0217  ___________________________________________________________________
 GW0217  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GW0217  DYNAMIC HT  -         149.091 (meters)     489.14  (feet)  COMP
 GW0217  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 GW0217
 GW0217  VERT ORDER  -  SECOND    CLASS 0
 GW0217
 GW0217.The horizontal coordinates were scaled from a topographic map and have
 GW0217.an estimated accuracy of +/- 6 seconds.
 GW0217
 GW0217.The orthometric height was determined by differential leveling
 GW0217.and adjusted by the National Geodetic Survey in June 1991..
 GW0217
 GW0217.The geoid height was determined by GEOID03.
 GW0217
 GW0217.The dynamic height is computed by dividing the NAVD 88
 GW0217.geopotential number by the normal gravity value computed on the
 GW0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0217.degrees latitude (g = 980.6199 gals.).
 GW0217
 GW0217.The modeled gravity was interpolated from observed gravity values.
 GW0217
 GW0217;                    North         East    Units  Estimated Accuracy
 GW0217;SPC VA S     - 1,129,480.    3,509,550.      MT  (+/- 180 meters Scaled)
 GW0217
 GW0217                          SUPERSEDED SURVEY CONTROL
 GW0217
 GW0217  NGVD 29 (??/??/92)  149.458  (m)          490.35   (f) ADJ UNCH    2 0
 GW0217
 GW0217.Superseded values are not recommended for survey control.
 GW0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0217.See file dsdata.txt to determine how the superseded data were derived.
 GW0217
 GW0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB305535(NAD 83)
 GW0217_MARKER: DB = BENCH MARK DISK
 GW0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0217_STAMPING: A 66 1935
 GW0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0217+STABILITY: SURFACE MOTION
 GW0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0217+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 GW0217
 GW0217  HISTORY     - Date     Condition        Report By
 GW0217  HISTORY     - 1935     MONUMENTED       CGS
 GW0217  HISTORY     - 1963     GOOD             NGS
 GW0217  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0217  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0217  HISTORY     - 20050215 GOOD             USPSQD
 GW0217
 GW0217                          STATION DESCRIPTION
 GW0217
 GW0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0217'9.9 MI E FROM BUCKINGHAM.
 GW0217'9.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE COUNTY COURTHOUSE
 GW0217'AT BUCKINGHAM, BUCKINGHAM COUNTY, 6.5 MILES WEST OF THE JUNCTION
 GW0217'OF STATE HIGHWAY 45, 80 FEET SOUTHWEST OF THE CENTERLINE OF A
 GW0217'DIRT ROAD LEADING NORTHEAST, 32 FEET SOUTH OF THE CENTERLINE OF
 GW0217'THE HIGHWAY, ON A 2-FOOT BANK, AND 4.8 FEET EAST OF A CONCRETE
 GW0217'HIGHWAY MARKER.  A STANDARD DISK, STAMPED A 66 1935 AND SET IN
 GW0217'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0217'NOTE-- A STEEL WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 GW0217
 GW0217                          STATION RECOVERY (2001)
 GW0217
 GW0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0217'MARK NOT FOUND.
 GW0217
 GW0217                          STATION RECOVERY (2001)
 GW0217
 GW0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0217
 GW0217                          STATION RECOVERY (2005)
 GW0217
 GW0217'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GW0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1940 ***********************************************************************
 GV1940  DESIGNATION -  A 67
 GV1940  PID         -  GV1940
 GV1940  STATE/COUNTY-  VA/DINWIDDIE
 GV1940  USGS QUAD   -  PETERSBURG (1994)
 GV1940
 GV1940                         *CURRENT SURVEY CONTROL
 GV1940  ___________________________________________________________________
 GV1940* NAD 83(1986)-  37 13 45.     (N)    077 25 26.     (W)     SCALED    
 GV1940* NAVD 88     -        13.896  (meters)      45.59   (feet)  ADJUSTED  
 GV1940  ___________________________________________________________________
 GV1940  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 GV1940  DYNAMIC HT  -          13.885 (meters)      45.55  (feet)  COMP
 GV1940  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 GV1940
 GV1940  VERT ORDER  -  SECOND    CLASS 0
 GV1940
 GV1940.The horizontal coordinates were scaled from a topographic map and have
 GV1940.an estimated accuracy of +/- 6 seconds.
 GV1940
 GV1940.The orthometric height was determined by differential leveling
 GV1940.and adjusted by the National Geodetic Survey in June 1991..
 GV1940
 GV1940.The geoid height was determined by GEOID03.
 GV1940
 GV1940.The dynamic height is computed by dividing the NAVD 88
 GV1940.geopotential number by the normal gravity value computed on the
 GV1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1940.degrees latitude (g = 980.6199 gals.).
 GV1940
 GV1940.The modeled gravity was interpolated from observed gravity values.
 GV1940
 GV1940;                    North         East    Units  Estimated Accuracy
 GV1940;SPC VA S     - 1,099,960.    3,595,490.      MT  (+/- 180 meters Scaled)
 GV1940
 GV1940                          SUPERSEDED SURVEY CONTROL
 GV1940
 GV1940  NGVD 29 (??/??/??)   14.248  (m)           46.75   (f) ADJUSTED    2 0
 GV1940
 GV1940.Superseded values are not recommended for survey control.
 GV1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1940.See file dsdata.txt to determine how the superseded data were derived.
 GV1940
 GV1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG849230(NAD 83)
 GV1940_MARKER: DB = BENCH MARK DISK
 GV1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1940_STAMPING: A 67 1935
 GV1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1940+STABILITY: SURFACE MOTION
 GV1940
 GV1940  HISTORY     - Date     Condition        Report By
 GV1940  HISTORY     - 1935     MONUMENTED       CGS
 GV1940  HISTORY     - 1938     GOOD             CGS
 GV1940  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV1940  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 GV1940  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1940  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1940
 GV1940                          STATION DESCRIPTION
 GV1940
 GV1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 GV1940'1.3 MI W FROM PETERSBURG.
 GV1940'1.3 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GV1940'STATION AT PETERSBURG, DINWIDDIE COUNTY, 5-1/2 POLES EAST OF
 GV1940'MILEPOST N 83, 0.4 MILE EAST OF THE OVERHEAD CROSSING OF THE
 GV1940'ATLANTIC COAST LINE RAILROAD, 0.3 MILE WEST OF THE OVERHEAD
 GV1940'CROSSING OF THE SEABOARD AIR LINE RAILROAD, 64 YARDS WEST OF THE
 GV1940'CENTERLINE OF THE ROAD WHICH CROSSES THE TRACK NEAR AN ICE PLANT,
 GV1940'56.5 FEET NORTHEAST OF THE SWITCH FOR A SIDETRACK, AND 24 FEET
 GV1940'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED A 67 1935
 GV1940'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GV1940'ABOVE GROUND.
 GV1940
 GV1940                          STATION RECOVERY (1971)
 GV1940
 GV1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1940'MARK NOT FOUND.
 GV1940
 GV1940                          STATION RECOVERY (1974)
 GV1940
 GV1940'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GV1940'MARK NOT FOUND.
 GV1940
 GV1940                          STATION RECOVERY (2001)
 GV1940
 GV1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1940
 GV1940                          STATION RECOVERY (2004)
 GV1940
 GV1940'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0265 ***********************************************************************
 GW0265  DESIGNATION -  A 68
 GW0265  PID         -  GW0265
 GW0265  STATE/COUNTY-  VA/NOTTOWAY
 GW0265  USGS QUAD   -  CREWE WEST (1987)
 GW0265
 GW0265                         *CURRENT SURVEY CONTROL
 GW0265  ___________________________________________________________________
 GW0265* NAD 83(1986)-  37 10 54.     (N)    078 08 09.     (W)     SCALED    
 GW0265* NAVD 88     -       147.931  (meters)     485.34   (feet)  ADJUSTED  
 GW0265  ___________________________________________________________________
 GW0265  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW0265  DYNAMIC HT  -         147.824 (meters)     484.99  (feet)  COMP
 GW0265  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 GW0265
 GW0265  VERT ORDER  -  SECOND    CLASS 0
 GW0265
 GW0265.The horizontal coordinates were scaled from a topographic map and have
 GW0265.an estimated accuracy of +/- 6 seconds.
 GW0265
 GW0265.The orthometric height was determined by differential leveling
 GW0265.and adjusted by the National Geodetic Survey in June 1991..
 GW0265
 GW0265.The geoid height was determined by GEOID03.
 GW0265
 GW0265.The dynamic height is computed by dividing the NAVD 88
 GW0265.geopotential number by the normal gravity value computed on the
 GW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0265.degrees latitude (g = 980.6199 gals.).
 GW0265
 GW0265.The modeled gravity was interpolated from observed gravity values.
 GW0265
 GW0265;                    North         East    Units  Estimated Accuracy
 GW0265;SPC VA S     - 1,094,210.    3,532,340.      MT  (+/- 180 meters Scaled)
 GW0265
 GW0265                          SUPERSEDED SURVEY CONTROL
 GW0265
 GW0265  NGVD 29 (??/??/92)  148.167  (m)          486.11   (f) ADJ UNCH    2 0
 GW0265
 GW0265.Superseded values are not recommended for survey control.
 GW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0265.See file dsdata.txt to determine how the superseded data were derived.
 GW0265
 GW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB542188(NAD 83)
 GW0265_MARKER: DB = BENCH MARK DISK
 GW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0265_STAMPING: A 68 1935
 GW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0265+STABILITY: SURFACE MOTION
 GW0265
 GW0265  HISTORY     - Date     Condition        Report By
 GW0265  HISTORY     - 1935     MONUMENTED       CGS
 GW0265  HISTORY     - 1965     MARK NOT FOUND   NGS
 GW0265  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 GW0265  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0265  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0265
 GW0265                          STATION DESCRIPTION
 GW0265
 GW0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0265'0.7 MI W FROM CREWE.
 GW0265'0.7 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0265'STATION AT CROWE, NOTTOWAY COUNTY, 122 FEET EAST OF THE EAST
 GW0265'SIDE OF THE EAST SECTION TOOLHOUSE, 23 FEET NORTH OF THE NORTH
 GW0265'RAIL OF THE NORTH TRACK, AND 7.5 FEET EAST OF A POLE.  A STANDARD
 GW0265'DISK, STAMPED A 68 1935 AND SET IN THE TOP OF A CONCRETE POST
 GW0265'PROJECTING 1 INCH ABOVE GROUND.
 GW0265
 GW0265                          STATION RECOVERY (1996)
 GW0265
 GW0265'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0265'MARK NOT FOUND.
 GW0265
 GW0265                          STATION RECOVERY (2000)
 GW0265
 GW0265'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0265'MARK NOT FOUND.
 GW0265
 GW0265                          STATION RECOVERY (2001)
 GW0265
 GW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1011 ***********************************************************************
 FX1011  DESIGNATION -  A 70
 FX1011  PID         -  FX1011
 FX1011  STATE/COUNTY-  VA/C OF SUFFOLK
 FX1011  USGS QUAD   -  SUFFOLK (1997)
 FX1011
 FX1011                         *CURRENT SURVEY CONTROL
 FX1011  ___________________________________________________________________
 FX1011* NAD 83(1986)-  36 42 28.     (N)    076 35 02.     (W)     SCALED    
 FX1011* NAVD 88     -        15.443  (meters)      50.67   (feet)  POSTED    
 FX1011  ___________________________________________________________________
 FX1011  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FX1011  DYNAMIC HT  -          15.430 (meters)      50.62  (feet)  COMP
 FX1011  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 FX1011
 FX1011  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1011
 FX1011.The horizontal coordinates were scaled from a topographic map and have
 FX1011.an estimated accuracy of +/- 6 seconds.
 FX1011
 FX1011.The orthometric height was determined by differential leveling
 FX1011.and adjusted by the National Geodetic Survey in 1992..
 FX1011.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1011.rate of 1.1 thru 2.0 mm/km.
 FX1011
 FX1011.The geoid height was determined by GEOID03.
 FX1011
 FX1011.The dynamic height is computed by dividing the NAVD 88
 FX1011.geopotential number by the normal gravity value computed on the
 FX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1011.degrees latitude (g = 980.6199 gals.).
 FX1011
 FX1011.The modeled gravity was interpolated from observed gravity values.
 FX1011
 FX1011;                    North         East    Units  Estimated Accuracy
 FX1011;SPC VA S     - 1,043,290.    3,671,200.      MT  (+/- 180 meters Scaled)
 FX1011
 FX1011                          SUPERSEDED SURVEY CONTROL
 FX1011
 FX1011  NGVD 29 (??/??/92)   15.878  (m)           52.09   (f) ADJ UNCH    1 2
 FX1011
 FX1011.Superseded values are not recommended for survey control.
 FX1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1011.See file dsdata.txt to determine how the superseded data were derived.
 FX1011
 FX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF585636(NAD 83)
 FX1011_MARKER: DB = BENCH MARK DISK
 FX1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1011_STAMPING: A 70 1935
 FX1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1011+STABILITY: SURFACE MOTION
 FX1011
 FX1011  HISTORY     - Date     Condition        Report By
 FX1011  HISTORY     - 1935     MONUMENTED       CGS
 FX1011  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1011
 FX1011                          STATION DESCRIPTION
 FX1011
 FX1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1011'1.3 MI S FROM SUFFOLK.
 FX1011'1.3 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1011'THE STATION AT SUFFOLK, NANSEMOND COUNTY, 103 FEET SOUTH OF
 FX1011'MILEPOST 215, 165 FEET SOUTH OF A SWITCH STAND AT THE SOUTH
 FX1011'END OF A SIDING, 116.8 FEET SOUTH OF A WHISTLE POST, ACROSS
 FX1011'THE TRACK FROM A SMALL CEMETERY, 22 FEET EAST OF THE EAST
 FX1011'RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 FX1011'A 70 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FX1011'INCHES ABOVE GROUND.  THE BANK ALONG THE RAILROAD AT THIS
 FX1011'POINT APPEARS TO HAVE BEEN CUT BACK, AND THE DISTANCE FROM THE
 FX1011'RAIL PLACES THE POSITION OF THE MARK ON THE STEEP SLOPE OF THE
 FX1011'BANK.  THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1039 ***********************************************************************
 FX1039  DESIGNATION -  A 71
 FX1039  PID         -  FX1039
 FX1039  STATE/COUNTY-  VA/SUSSEX
 FX1039  USGS QUAD   -  JARRATT (1986)
 FX1039
 FX1039                         *CURRENT SURVEY CONTROL
 FX1039  ___________________________________________________________________
 FX1039* NAD 83(1986)-  36 49 58.     (N)    077 26 56.     (W)     SCALED    
 FX1039* NAVD 88     -        46.506  (meters)     152.58   (feet)  ADJUSTED  
 FX1039  ___________________________________________________________________
 FX1039  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FX1039  DYNAMIC HT  -          46.470 (meters)     152.46  (feet)  COMP
 FX1039  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 FX1039
 FX1039  VERT ORDER  -  SECOND    CLASS 0
 FX1039
 FX1039.The horizontal coordinates were scaled from a topographic map and have
 FX1039.an estimated accuracy of +/- 6 seconds.
 FX1039
 FX1039.The orthometric height was determined by differential leveling
 FX1039.and adjusted by the National Geodetic Survey in June 1991..
 FX1039
 FX1039.The geoid height was determined by GEOID03.
 FX1039
 FX1039.The dynamic height is computed by dividing the NAVD 88
 FX1039.geopotential number by the normal gravity value computed on the
 FX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1039.degrees latitude (g = 980.6199 gals.).
 FX1039
 FX1039.The modeled gravity was interpolated from observed gravity values.
 FX1039
 FX1039;                    North         East    Units  Estimated Accuracy
 FX1039;SPC VA S     - 1,055,950.    3,593,760.      MT  (+/- 180 meters Scaled)
 FX1039
 FX1039                          SUPERSEDED SURVEY CONTROL
 FX1039
 FX1039  NGVD 29 (??/??/92)   46.862  (m)          153.75   (f) ADJ UNCH    2 0
 FX1039
 FX1039.Superseded values are not recommended for survey control.
 FX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1039.See file dsdata.txt to determine how the superseded data were derived.
 FX1039
 FX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF816791(NAD 83)
 FX1039_MARKER: DB = BENCH MARK DISK
 FX1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1039_STAMPING: A 71 1935
 FX1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1039+STABILITY: SURFACE MOTION
 FX1039
 FX1039  HISTORY     - Date     Condition        Report By
 FX1039  HISTORY     - 1935     MONUMENTED       CGS
 FX1039  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1039  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX1039  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1039
 FX1039                          STATION DESCRIPTION
 FX1039
 FX1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1039'1.8 MI N FROM JARRATT.
 FX1039'1.8 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 FX1039'STATION AT JARRATT, SUSSEX COUNTY, ABOUT 0.4 MILE NORTH OF
 FX1039'MILEPOST R 52, ABOUT 7 POLES SOUTH OF SEMAPHORES 51.6 AND
 FX1039'51.5, AT THE OUTSIDE OF A CURVE, 21 FEET EAST OF THE EAST RAIL
 FX1039'OF THE EAST TRACK, AND 21 FEET WEST OF THE CENTER LINE OF A ROAD
 FX1039'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED A 71 1935 AND
 FX1039'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 FX1039'ABOVE GROUND.  NOTE-- AN ADDITIONAL TRACK HAS BEEN BUILT IN
 FX1039'VICINITY WHICH PROBABLY CAUSED THE DESTRUCTION OF MARK.
 FX1039
 FX1039                          STATION RECOVERY (1997)
 FX1039
 FX1039'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1039'MARK NOT FOUND.
 FX1039
 FX1039                          STATION RECOVERY (2002)
 FX1039
 FX1039'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0623 ***********************************************************************
 FY0623  DESIGNATION -  A 72
 FY0623  PID         -  FY0623
 FY0623  STATE/COUNTY-  VA/HALIFAX
 FY0623  USGS QUAD   -  HALIFAX (1988)
 FY0623
 FY0623                         *CURRENT SURVEY CONTROL
 FY0623  ___________________________________________________________________
 FY0623* NAD 83(1986)-  36 48 16.     (N)    078 54 38.     (W)     SCALED    
 FY0623* NAVD 88     -       150.802  (meters)     494.76   (feet)  ADJUSTED  
 FY0623  ___________________________________________________________________
 FY0623  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY0623  DYNAMIC HT  -         150.688 (meters)     494.38  (feet)  COMP
 FY0623  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 FY0623
 FY0623  VERT ORDER  -  SECOND    CLASS 0
 FY0623
 FY0623.The horizontal coordinates were scaled from a topographic map and have
 FY0623.an estimated accuracy of +/- 6 seconds.
 FY0623
 FY0623.The orthometric height was determined by differential leveling
 FY0623.and adjusted by the National Geodetic Survey in June 1991..
 FY0623
 FY0623.The geoid height was determined by GEOID03.
 FY0623
 FY0623.The dynamic height is computed by dividing the NAVD 88
 FY0623.geopotential number by the normal gravity value computed on the
 FY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0623.degrees latitude (g = 980.6199 gals.).
 FY0623
 FY0623.The modeled gravity was interpolated from observed gravity values.
 FY0623
 FY0623;                    North         East    Units  Estimated Accuracy
 FY0623;SPC VA S     - 1,052,360.    3,463,360.      MT  (+/- 180 meters Scaled)
 FY0623
 FY0623                          SUPERSEDED SURVEY CONTROL
 FY0623
 FY0623  NGVD 29 (??/??/92)  151.088  (m)          495.69   (f) ADJ UNCH    2 0
 FY0623
 FY0623.Superseded values are not recommended for survey control.
 FY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0623.See file dsdata.txt to determine how the superseded data were derived.
 FY0623
 FY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA863752(NAD 83)
 FY0623_MARKER: DB = BENCH MARK DISK
 FY0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0623_SP_SET: CONCRETE POST
 FY0623_STAMPING: A 72 1935
 FY0623_MARK LOGO: CGS   
 FY0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0623+STABILITY: SURFACE MOTION
 FY0623
 FY0623  HISTORY     - Date     Condition        Report By
 FY0623  HISTORY     - 1935     MONUMENTED       CGS
 FY0623  HISTORY     - 19930708 POOR             LOCENG
 FY0623
 FY0623                          STATION DESCRIPTION
 FY0623
 FY0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0623'3.9 MI N FROM HALIFAX.
 FY0623'3.9 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY0623'STATION AT HALIFAX, HALIFAX COUNTY, 3.9 MILES SOUTH OF THE STATION
 FY0623'AT CRYSTAL HILL, 87 FEET NORTH OF THE FLAG STATION AT DUDLEY,
 FY0623'75 FEET NORTH OF MILEPOST 52, 32 FEET NORTH OF THE CROSSING OF THE
 FY0623'CENTERLINE OF A FARM ROAD, AND 24 FEET EAST OF THE EAST RAIL OF
 FY0623'THE MAIN TRACK.  A STANDARD DISK, STAMPED A 72 1935 AND SET
 FY0623'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 FY0623'GROUND.
 FY0623
 FY0623                          STATION RECOVERY (1993)
 FY0623
 FY0623'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 FY0623'RECOVERED IN POOR CONDITION.  NOTE--DISK AND POST HAVE BEEN HIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0498 ***********************************************************************
 GX0498  DESIGNATION -  A 73
 GX0498  PID         -  GX0498
 GX0498  STATE/COUNTY-  VA/PULASKI
 GX0498  USGS QUAD   -  RADFORD NORTH (1984)
 GX0498
 GX0498                         *CURRENT SURVEY CONTROL
 GX0498  ___________________________________________________________________
 GX0498* NAD 83(1986)-  37 11 24.     (N)    080 36 01.     (W)     SCALED    
 GX0498* NAVD 88     -       522.325  (meters)    1713.66   (feet)  ADJUSTED  
 GX0498  ___________________________________________________________________
 GX0498  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX0498  DYNAMIC HT  -         521.864 (meters)    1712.15  (feet)  COMP
 GX0498  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 GX0498
 GX0498  VERT ORDER  -  SECOND    CLASS 0
 GX0498
 GX0498.The horizontal coordinates were scaled from a topographic map and have
 GX0498.an estimated accuracy of +/- 6 seconds.
 GX0498
 GX0498.The orthometric height was determined by differential leveling
 GX0498.and adjusted by the National Geodetic Survey in June 1991..
 GX0498
 GX0498.The geoid height was determined by GEOID03.
 GX0498
 GX0498.The dynamic height is computed by dividing the NAVD 88
 GX0498.geopotential number by the normal gravity value computed on the
 GX0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0498.degrees latitude (g = 980.6199 gals.).
 GX0498
 GX0498.The modeled gravity was interpolated from observed gravity values.
 GX0498
 GX0498;                    North         East    Units  Estimated Accuracy
 GX0498;SPC VA S     - 1,097,140.    3,313,540.      MT  (+/- 180 meters Scaled)
 GX0498
 GX0498                          SUPERSEDED SURVEY CONTROL
 GX0498
 GX0498  NGVD 29 (??/??/92)  522.447  (m)         1714.06   (f) ADJ UNCH    2 0
 GX0498
 GX0498.Superseded values are not recommended for survey control.
 GX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0498.See file dsdata.txt to determine how the superseded data were derived.
 GX0498
 GX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB354160(NAD 83)
 GX0498_MARKER: DB = BENCH MARK DISK
 GX0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0498_SP_SET: UNDERPASS
 GX0498_STAMPING: A 73 1935
 GX0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0498
 GX0498  HISTORY     - Date     Condition        Report By
 GX0498  HISTORY     - 1935     MONUMENTED       CGS
 GX0498  HISTORY     - 1935     GOOD             NGS
 GX0498
 GX0498                          STATION DESCRIPTION
 GX0498
 GX0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0498'AT BELSPRINGS.
 GX0498'AT BELSPRING, ON THE NORTHERN AND WESTERN RAILWAY, 137 YARDS EAST
 GX0498'OF THE STATION, 52 YARDS EAST OF A SWITCH, AT AN UNDERPASS, IN
 GX0498'THE TOP OF THE NORTH CONCRETE RETAINING WALL, 12 INCHES EAST OF
 GX0498'THE WEST EDGE OF THE WALL, 6 FEET NORTH OF THE NORTH RAIL, AND
 GX0498'LEVEL WITH THE ROADBED.  A STANDARD DISK, STAMPED A 73 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0780 ***********************************************************************
 FY0780  DESIGNATION -  A 74
 FY0780  PID         -  FY0780
 FY0780  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0780  USGS QUAD   -  DANVILLE (1984)
 FY0780
 FY0780                         *CURRENT SURVEY CONTROL
 FY0780  ___________________________________________________________________
 FY0780* NAD 83(1986)-  36 33 27.     (N)    079 24 22.     (W)     SCALED    
 FY0780* NAVD 88     -       129.678  (meters)     425.45   (feet)  ADJUSTED  
 FY0780  ___________________________________________________________________
 FY0780  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY0780  DYNAMIC HT  -         129.572 (meters)     425.10  (feet)  COMP
 FY0780  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 FY0780
 FY0780  VERT ORDER  -  SECOND    CLASS 0
 FY0780
 FY0780.The horizontal coordinates were scaled from a topographic map and have
 FY0780.an estimated accuracy of +/- 6 seconds.
 FY0780
 FY0780.The orthometric height was determined by differential leveling
 FY0780.and adjusted by the National Geodetic Survey in June 1991..
 FY0780
 FY0780.The geoid height was determined by GEOID03.
 FY0780
 FY0780.The dynamic height is computed by dividing the NAVD 88
 FY0780.geopotential number by the normal gravity value computed on the
 FY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0780.degrees latitude (g = 980.6199 gals.).
 FY0780
 FY0780.The modeled gravity was interpolated from observed gravity values.
 FY0780
 FY0780;                    North         East    Units  Estimated Accuracy
 FY0780;SPC VA S     - 1,025,270.    3,418,880.      MT  (+/- 180 meters Scaled)
 FY0780
 FY0780                          SUPERSEDED SURVEY CONTROL
 FY0780
 FY0780  NGVD 29 (??/??/92)  129.932  (m)          426.29   (f) ADJ UNCH    2 0
 FY0780
 FY0780.Superseded values are not recommended for survey control.
 FY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0780.See file dsdata.txt to determine how the superseded data were derived.
 FY0780
 FY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA426469(NAD 83)
 FY0780_MARKER: DB = BENCH MARK DISK
 FY0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0780_STAMPING: A 74 1935
 FY0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0780+STABILITY: SURFACE MOTION
 FY0780
 FY0780  HISTORY     - Date     Condition        Report By
 FY0780  HISTORY     - 1935     MONUMENTED       CGS
 FY0780  HISTORY     - 1982     MARK NOT FOUND   NCGS
 FY0780
 FY0780                          STATION DESCRIPTION
 FY0780
 FY0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0780'2.2 MI S FROM DANVILLE.
 FY0780'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 86 FROM THE NEW POST
 FY0780'OFFICE AT DANVILLE, PITTSYLVANIA COUNTY, ABOUT 1.2 MILES NORTH
 FY0780'OF THE NORTH CAROLINA-VIRGINIA STATE LINE, 142 FEET NORTH OF
 FY0780'THE NORTH END OF THE BRIDGE OVER PUMPKIN CREEK, 22 FEET EAST
 FY0780'OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET EAST OF A
 FY0780'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED A 74 1935
 FY0780'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 FY0780'ABOVE GROUND.
 FY0780
 FY0780                          STATION RECOVERY (1982)
 FY0780
 FY0780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY0780'HIGHWAY HAS BEEN WIDENED AND SHOULDERS REWORKED.  NO TRACE OF
 FY0780'MONUMENT WAS FOUND, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0186 ***********************************************************************
 GX0186  DESIGNATION -  A 75
 GX0186  PID         -  GX0186
 GX0186  STATE/COUNTY-  VA/ROANOKE
 GX0186  USGS QUAD   -  CATAWBA (1984)
 GX0186
 GX0186                         *CURRENT SURVEY CONTROL
 GX0186  ___________________________________________________________________
 GX0186* NAD 83(1986)-  37 22 50.     (N)    080 05 45.     (W)     SCALED    
 GX0186* NAVD 88     -       562.719  (meters)    1846.19   (feet)  ADJUSTED  
 GX0186  ___________________________________________________________________
 GX0186  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GX0186  DYNAMIC HT  -         562.245 (meters)    1844.63  (feet)  COMP
 GX0186  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 GX0186
 GX0186  VERT ORDER  -  SECOND    CLASS 0
 GX0186
 GX0186.The horizontal coordinates were scaled from a topographic map and have
 GX0186.an estimated accuracy of +/- 6 seconds.
 GX0186
 GX0186.The orthometric height was determined by differential leveling
 GX0186.and adjusted by the National Geodetic Survey in June 1991..
 GX0186
 GX0186.The geoid height was determined by GEOID03.
 GX0186
 GX0186.The dynamic height is computed by dividing the NAVD 88
 GX0186.geopotential number by the normal gravity value computed on the
 GX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0186.degrees latitude (g = 980.6199 gals.).
 GX0186
 GX0186.The modeled gravity was interpolated from observed gravity values.
 GX0186
 GX0186;                    North         East    Units  Estimated Accuracy
 GX0186;SPC VA S     - 1,117,410.    3,358,680.      MT  (+/- 180 meters Scaled)
 GX0186
 GX0186                          SUPERSEDED SURVEY CONTROL
 GX0186
 GX0186  NGVD 29 (??/??/92)  562.884  (m)         1846.73   (f) ADJ UNCH    2 0
 GX0186
 GX0186.Superseded values are not recommended for survey control.
 GX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0186.See file dsdata.txt to determine how the superseded data were derived.
 GX0186
 GX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB800374(NAD 83)
 GX0186_MARKER: DB = BENCH MARK DISK
 GX0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0186_STAMPING: A 75 1935
 GX0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0186+STABILITY: SURFACE MOTION
 GX0186
 GX0186  HISTORY     - Date     Condition        Report By
 GX0186  HISTORY     - 1935     MONUMENTED       CGS
 GX0186  HISTORY     - 1963     GOOD             NGS
 GX0186
 GX0186                          STATION DESCRIPTION
 GX0186
 GX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0186'9.6 MI NW FROM SALEM.
 GX0186'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 311 FROM THE COUNTY
 GX0186'COURTHOUSE AT SALEM, ROANOKE COUNTY, 0.6 MILE SOUTHEAST OF THE
 GX0186'JUNCTION OF STATE HIGHWAY 114, ON THE OUTSIDE OF A CURVE, 90 FEET
 GX0186'WEST OF THE CENTERLINE OF AN 18-INCH METAL CULVERT WITH CONCRETE
 GX0186'HEADWALLS, AND 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 GX0186'STANDARD DISK, STAMPED A 75 1935 AND SET IN THE TOP OF A CONCRETE
 GX0186'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS
 GX0186'BEEN COMPLETELY REBUILT IN THE AREA.
 GX0186
 GX0186                          STATION RECOVERY (1963)
 GX0186
 GX0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1477 ***********************************************************************
 GW1477  DESIGNATION -  A 78
 GW1477  PID         -  GW1477
 GW1477  STATE/COUNTY-  VA/BEDFORD
 GW1477  USGS QUAD   -  MONETA (1982)
 GW1477
 GW1477                         *CURRENT SURVEY CONTROL
 GW1477  ___________________________________________________________________
 GW1477* NAD 83(1986)-  37 10 18.     (N)    079 32 33.     (W)     SCALED    
 GW1477* NAVD 88     -       216.891  (meters)     711.58   (feet)  ADJUSTED  
 GW1477  ___________________________________________________________________
 GW1477  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW1477  DYNAMIC HT  -         216.723 (meters)     711.03  (feet)  COMP
 GW1477  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 GW1477
 GW1477  VERT ORDER  -  SECOND    CLASS 0
 GW1477
 GW1477.The horizontal coordinates were scaled from a topographic map and have
 GW1477.an estimated accuracy of +/- 6 seconds.
 GW1477
 GW1477.The orthometric height was determined by differential leveling
 GW1477.and adjusted by the National Geodetic Survey in June 1991..
 GW1477
 GW1477.The geoid height was determined by GEOID03.
 GW1477
 GW1477.The dynamic height is computed by dividing the NAVD 88
 GW1477.geopotential number by the normal gravity value computed on the
 GW1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1477.degrees latitude (g = 980.6199 gals.).
 GW1477
 GW1477.The modeled gravity was interpolated from observed gravity values.
 GW1477
 GW1477;                    North         East    Units  Estimated Accuracy
 GW1477;SPC VA S     - 1,093,550.    3,407,420.      MT  (+/- 180 meters Scaled)
 GW1477
 GW1477                          SUPERSEDED SURVEY CONTROL
 GW1477
 GW1477  NGVD 29 (??/??/92)  217.138  (m)          712.39   (f) ADJ UNCH    2 0
 GW1477
 GW1477.Superseded values are not recommended for survey control.
 GW1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1477.See file dsdata.txt to determine how the superseded data were derived.
 GW1477
 GW1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB293149(NAD 83)
 GW1477_MARKER: DB = BENCH MARK DISK
 GW1477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1477_SP_SET: TRESTLE
 GW1477_STAMPING: A 78 1935
 GW1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1477
 GW1477  HISTORY     - Date     Condition        Report By
 GW1477  HISTORY     - 1935     MONUMENTED       CGS
 GW1477
 GW1477                          STATION DESCRIPTION
 GW1477
 GW1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1477'1 MI E FROM STONE MOUNTAIN.
 GW1477'ABOUT 1.0 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1477'AT STONE MOUNTAIN, BEDFORD COUNTY, ABOUT 0.5 MILE WEST OF MILEPOST
 GW1477'216, 6.9 FEET EAST OF THE EAST RAIL, IN THE CENTER OF THE TOP OF
 GW1477'THE EAST END OF THE SOUTH ABUTMENT WALL OF A RAILROAD TRESTLE OVER
 GW1477'BOLD BRANCH, AND 8 INCHES FROM THE EAST END OF THE WALL.  A
 GW1477'STANDARD DISK, STAMPED A 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0310 ***********************************************************************
 FW0310  DESIGNATION -  A 85
 FW0310  PID         -  FW0310
 FW0310  STATE/COUNTY-  VA/ACCOMACK
 FW0310  USGS QUAD   -  HALLWOOD (1992)
 FW0310
 FW0310                         *CURRENT SURVEY CONTROL
 FW0310  ___________________________________________________________________
 FW0310* NAD 83(1986)-  37 58 45.     (N)    075 32 22.     (W)     SCALED    
 FW0310* NAVD 88     -         6.750  (meters)      22.15   (feet)  ADJUSTED  
 FW0310  ___________________________________________________________________
 FW0310  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW0310  DYNAMIC HT  -           6.746 (meters)      22.13  (feet)  COMP
 FW0310  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 FW0310
 FW0310  VERT ORDER  -  FIRST     CLASS II
 FW0310
 FW0310.The horizontal coordinates were scaled from a topographic map and have
 FW0310.an estimated accuracy of +/- 6 seconds.
 FW0310
 FW0310.The orthometric height was determined by differential leveling
 FW0310.and adjusted by the National Geodetic Survey in June 1991..
 FW0310
 FW0310.The geoid height was determined by GEOID03.
 FW0310
 FW0310.The dynamic height is computed by dividing the NAVD 88
 FW0310.geopotential number by the normal gravity value computed on the
 FW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0310.degrees latitude (g = 980.6199 gals.).
 FW0310
 FW0310.The modeled gravity was interpolated from observed gravity values.
 FW0310
 FW0310;                    North         East    Units  Estimated Accuracy
 FW0310;SPC VA S     - 1,186,730.    3,760,060.      MT  (+/- 180 meters Scaled)
 FW0310
 FW0310                          SUPERSEDED SURVEY CONTROL
 FW0310
 FW0310  NGVD 29 (??/??/??)    7.003  (m)           22.98   (f) ADJUSTED    1 2
 FW0310
 FW0310.Superseded values are not recommended for survey control.
 FW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0310.See file dsdata.txt to determine how the superseded data were derived.
 FW0310
 FW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH526036(NAD 83)
 FW0310_MARKER: DB = BENCH MARK DISK
 FW0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0310_STAMPING: A 85 1935
 FW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0310+STABILITY: SURFACE MOTION
 FW0310
 FW0310  HISTORY     - Date     Condition        Report By
 FW0310  HISTORY     - 1935     MONUMENTED       CGS
 FW0310  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0310  HISTORY     - 1972     MARK NOT FOUND   NGS
 FW0310
 FW0310                          STATION DESCRIPTION
 FW0310
 FW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0310'AT NEW CHURCH.
 FW0310'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 FW0310'THIS DATE.  AT NEW CHURCH, ACCOMACK COUNTY, ON THE PENNSYLVANIA
 FW0310'RAILROAD, 247.5 FEET SOUTH OF THE STATION, 380 FEET NORTH OF A
 FW0310'ROAD CROSSING, 16 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND
 FW0310'TRACK, AND 3 FEET EAST OF THE EAST SIDE OF A CINDER PLATFORM.
 FW0310'A STANDARD DISK, STAMPED A 85 1935 AND SET IN THE TOP OF A CONCRETE
 FW0310'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED
 FW0310'IN 1943 THAT THE RAILROAD STATION BUILDING HAS BEEN REMOVED AND
 FW0310'THE CORNER OF CONCRETE BENCH MARK POST CHIPPED OFF.
 FW0310
 FW0310                          STATION RECOVERY (1972)
 FW0310
 FW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0466 ***********************************************************************
 FW0466  DESIGNATION -  A 86
 FW0466  PID         -  FW0466
 FW0466  STATE/COUNTY-  VA/ACCOMACK
 FW0466  USGS QUAD   -  JAMESVILLE (1992)
 FW0466
 FW0466                         *CURRENT SURVEY CONTROL
 FW0466  ___________________________________________________________________
 FW0466* NAD 83(1986)-  37 36 53.     (N)    075 52 29.     (W)     SCALED    
 FW0466* NAVD 88     -         1.430  (meters)       4.69   (feet)  ADJUSTED  
 FW0466  ___________________________________________________________________
 FW0466  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 FW0466  DYNAMIC HT  -           1.429 (meters)       4.69  (feet)  COMP
 FW0466  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 FW0466
 FW0466  VERT ORDER  -  FIRST     CLASS I
 FW0466
 FW0466.The horizontal coordinates were scaled from a topographic map and have
 FW0466.an estimated accuracy of +/- 6 seconds.
 FW0466
 FW0466.The orthometric height was determined by differential leveling
 FW0466.and adjusted by the National Geodetic Survey in June 1991..
 FW0466
 FW0466.The geoid height was determined by GEOID03.
 FW0466
 FW0466.The dynamic height is computed by dividing the NAVD 88
 FW0466.geopotential number by the normal gravity value computed on the
 FW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0466.degrees latitude (g = 980.6199 gals.).
 FW0466
 FW0466.The modeled gravity was interpolated from observed gravity values.
 FW0466
 FW0466;                    North         East    Units  Estimated Accuracy
 FW0466;SPC VA S     - 1,145,430.    3,731,750.      MT  (+/- 180 meters Scaled)
 FW0466
 FW0466                          SUPERSEDED SURVEY CONTROL
 FW0466
 FW0466  NGVD 29 (??/??/??)    1.666  (m)            5.47   (f) ADJUSTED    1 1
 FW0466
 FW0466.Superseded values are not recommended for survey control.
 FW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0466.See file dsdata.txt to determine how the superseded data were derived.
 FW0466
 FW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG228634(NAD 83)
 FW0466_MARKER: DB = BENCH MARK DISK
 FW0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0466_STAMPING: A 86 1935
 FW0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0466+STABILITY: SURFACE MOTION
 FW0466
 FW0466  HISTORY     - Date     Condition        Report By
 FW0466  HISTORY     - 1935     MONUMENTED       CGS
 FW0466  HISTORY     - 1963     GOOD             CGS
 FW0466
 FW0466                          STATION DESCRIPTION
 FW0466
 FW0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0466'4.2 MI NW FROM SHIELDS.
 FW0466'ABOUT 2.4 MILES NORTHWEST AND NORTHEAST ALONG STATE HIGHWAY
 FW0466'178 FROM THE INTERSECTION OF SECONDARY STATE HIGHWAY 613 AT
 FW0466'SHIELDS, THENCE 1.8 MILES NORTHWEST ALONG SECONDARY STATE
 FW0466'HIGHWAY 616, 51 FEET NORTH OF CENTER OF JUNCTION OF ROAD LEADING
 FW0466'SOUTH, 18 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT
 FW0466'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND
 FW0466'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1162 ***********************************************************************
 GV1162  DESIGNATION -  A 88
 GV1162  PID         -  GV1162
 GV1162  STATE/COUNTY-  VA/ESSEX
 GV1162  USGS QUAD   -  MOUNT LANDING (1985)
 GV1162
 GV1162                         *CURRENT SURVEY CONTROL
 GV1162  ___________________________________________________________________
 GV1162* NAD 83(1986)-  37 52 40.     (N)    076 54 12.     (W)     SCALED    
 GV1162* NAVD 88     -         5.023  (meters)      16.48   (feet)  ADJUSTED  
 GV1162  ___________________________________________________________________
 GV1162  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV1162  DYNAMIC HT  -           5.020 (meters)      16.47  (feet)  COMP
 GV1162  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 GV1162
 GV1162  VERT ORDER  -  SECOND    CLASS 0
 GV1162
 GV1162.The horizontal coordinates were scaled from a topographic map and have
 GV1162.an estimated accuracy of +/- 6 seconds.
 GV1162
 GV1162.The orthometric height was determined by differential leveling
 GV1162.and adjusted by the National Geodetic Survey in June 1991..
 GV1162
 GV1162.The geoid height was determined by GEOID03.
 GV1162
 GV1162.The dynamic height is computed by dividing the NAVD 88
 GV1162.geopotential number by the normal gravity value computed on the
 GV1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1162.degrees latitude (g = 980.6199 gals.).
 GV1162
 GV1162.The modeled gravity was interpolated from observed gravity values.
 GV1162
 GV1162;                    North         East    Units  Estimated Accuracy
 GV1162;SPC VA S     - 1,172,590.    3,640,460.      MT  (+/- 180 meters Scaled)
 GV1162
 GV1162                          SUPERSEDED SURVEY CONTROL
 GV1162
 GV1162  NGVD 29 (??/??/??)    5.365  (m)           17.60   (f) ADJUSTED    2 0
 GV1162
 GV1162.Superseded values are not recommended for survey control.
 GV1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1162.See file dsdata.txt to determine how the superseded data were derived.
 GV1162
 GV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG326939(NAD 83)
 GV1162_MARKER: DB = BENCH MARK DISK
 GV1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1162_SP_SET: BRIDGE
 GV1162_STAMPING: A 88 1935
 GV1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1162+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV1162
 GV1162  HISTORY     - Date     Condition        Report By
 GV1162  HISTORY     - 1935     MONUMENTED       CGS
 GV1162  HISTORY     - 1961     GOOD             CGS
 GV1162  HISTORY     - 19950319 GOOD             USPSQD
 GV1162  HISTORY     - 19990403 GOOD             USPSQD
 GV1162  HISTORY     - 20040313 GOOD             USPSQD
 GV1162
 GV1162                          STATION DESCRIPTION
 GV1162
 GV1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1162'4.8 MI SW FROM TAPPAHANNOCK.
 GV1162'4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE
 GV1162'BANK AT TAPPAHANNOCK, ESSEX COUNTY, 2.3 MILES SOUTHWEST OF THE
 GV1162'JUNCTION OF U.S. HIGHWAY 17, AT THE NORTH END OF A CONCRETE
 GV1162'BRIDGE OVER PISCATAWAY CREEK, IN THE TOP OF THE CONCRETE GUARDRAIL,
 GV1162'10 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET
 GV1162'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 88
 GV1162'1935. NOTE--IT IS NOW AN OLD U.S. HWY. 360, NOW SECONDARY STATE HWY
 GV1162'691. THIS POINT IS 1 MILE NE OF THE JCT. OF HWYS. 360 AND 691,
 GV1162'WHICH IS ABOUT 5.8 MILES SW OF TAPPAHANNOCK.
 GV1162
 GV1162                          STATION RECOVERY (1995)
 GV1162
 GV1162'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1162'RECOVERED IN GOOD CONDITION.
 GV1162
 GV1162                          STATION RECOVERY (1999)
 GV1162
 GV1162'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1162'RECOVERED IN GOOD CONDITION.
 GV1162
 GV1162                          STATION RECOVERY (2004)
 GV1162
 GV1162'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1074 ***********************************************************************
 GV1074  DESIGNATION -  A 89
 GV1074  PID         -  GV1074
 GV1074  STATE/COUNTY-  VA/RICHMOND
 GV1074  USGS QUAD   -  HAYNESVILLE (1981)
 GV1074
 GV1074                         *CURRENT SURVEY CONTROL
 GV1074  ___________________________________________________________________
 GV1074* NAD 83(1986)-  37 58 56.     (N)    076 44 06.     (W)     SCALED    
 GV1074* NAVD 88     -        42.235  (meters)     138.57   (feet)  ADJUSTED  
 GV1074  ___________________________________________________________________
 GV1074  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GV1074  DYNAMIC HT  -          42.208 (meters)     138.48  (feet)  COMP
 GV1074  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 GV1074
 GV1074  VERT ORDER  -  SECOND    CLASS 0
 GV1074
 GV1074.The horizontal coordinates were scaled from a topographic map and have
 GV1074.an estimated accuracy of +/- 6 seconds.
 GV1074
 GV1074.The orthometric height was determined by differential leveling
 GV1074.and adjusted by the National Geodetic Survey in June 1991..
 GV1074
 GV1074.The geoid height was determined by GEOID03.
 GV1074
 GV1074.The dynamic height is computed by dividing the NAVD 88
 GV1074.geopotential number by the normal gravity value computed on the
 GV1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1074.degrees latitude (g = 980.6199 gals.).
 GV1074
 GV1074.The modeled gravity was interpolated from observed gravity values.
 GV1074
 GV1074;                    North         East    Units  Estimated Accuracy
 GV1074;SPC VA S     - 1,184,440.    3,655,050.      MT  (+/- 180 meters Scaled)
 GV1074
 GV1074                          SUPERSEDED SURVEY CONTROL
 GV1074
 GV1074  NGVD 29 (05/17/90)   42.477  (m)          139.36   (f) ADJUSTED    2 0
 GV1074
 GV1074.Superseded values are not recommended for survey control.
 GV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1074.See file dsdata.txt to determine how the superseded data were derived.
 GV1074
 GV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH476052(NAD 83)
 GV1074_MARKER: DB = BENCH MARK DISK
 GV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1074_STAMPING: A 89 1935
 GV1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1074+STABILITY: SURFACE MOTION
 GV1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1074+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1074
 GV1074  HISTORY     - Date     Condition        Report By
 GV1074  HISTORY     - 1935     MONUMENTED       CGS
 GV1074  HISTORY     - 1960     GOOD             CGS
 GV1074  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV1074  HISTORY     - 19940207 GOOD             USPSQD
 GV1074  HISTORY     - 19990306 GOOD             USPSQD
 GV1074  HISTORY     - 20031029 GOOD             USPSQD
 GV1074  HISTORY     - 20051130 GOOD             USPSQD
 GV1074
 GV1074                          STATION DESCRIPTION
 GV1074
 GV1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1074'2.1 MI N FROM WARSAW.
 GV1074'2.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE COUNTY COURTHOUSE
 GV1074'AT WARSAW, RICHMOND COUNTY, 24 FEET NORTHWEST OF THE CENTER LINE
 GV1074'OF THE HIGHWAY, 12 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 GV1074'LEADING INTO A HOUSE, AND 4 FEET NORTHEAST OF THE SOUTHEAST
 GV1074'CORNER OF THE FENCE AROUND THE YARD.  A STANDARD DISK, STAMPED
 GV1074'A 89 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS
 GV1074'NO FENCE AROUND THE YARD.  THE MARK IS 7 FEET SOUTHEAST OF POWER
 GV1074'POLE NO. T 295 AND PROJECTS ABOUT 6 INCHES.
 GV1074
 GV1074                          STATION RECOVERY (1971)
 GV1074
 GV1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1074'MARK NOT FOUND.
 GV1074
 GV1074                          STATION RECOVERY (1994)
 GV1074
 GV1074'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1074'RECOVERED IN GOOD CONDITION.
 GV1074
 GV1074                          STATION RECOVERY (1999)
 GV1074
 GV1074'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1074'RECOVERED IN GOOD CONDITION.
 GV1074
 GV1074                          STATION RECOVERY (2003)
 GV1074
 GV1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1074'RECOVERED IN GOOD CONDITION.
 GV1074
 GV1074                          STATION RECOVERY (2005)
 GV1074
 GV1074'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0176 ***********************************************************************
 FX0176  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0176  DESIGNATION -  A 9
 FX0176  PID         -  FX0176
 FX0176  STATE/COUNTY-  VA/C OF NORFOLK
 FX0176  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0176
 FX0176                         *CURRENT SURVEY CONTROL
 FX0176  ___________________________________________________________________
 FX0176* NAD 83(1986)-  36 49 12.     (N)    076 17 41.     (W)     SCALED    
 FX0176* NAVD 88     -         1.547  (meters)       5.08   (feet)  ADJUSTED  
 FX0176  ___________________________________________________________________
 FX0176  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0176  DYNAMIC HT  -           1.546 (meters)       5.07  (feet)  COMP
 FX0176  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0176
 FX0176  VERT ORDER  -  FIRST     CLASS I
 FX0176
 FX0176.The horizontal coordinates were scaled from a topographic map and have
 FX0176.an estimated accuracy of +/- 6 seconds.
 FX0176
 FX0176.The orthometric height was determined by differential leveling
 FX0176.and adjusted by the National Geodetic Survey in June 1991..
 FX0176.WARNING-Repeat measurements at this control monument indicate possible
 FX0176.vertical movement.
 FX0176
 FX0176.This Tidal Bench Mark is designated as VM 16917
 FX0176.by the Center for Operational Oceanographic Products and Services.
 FX0176
 FX0176.The geoid height was determined by GEOID03.
 FX0176
 FX0176.The dynamic height is computed by dividing the NAVD 88
 FX0176.geopotential number by the normal gravity value computed on the
 FX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0176.degrees latitude (g = 980.6199 gals.).
 FX0176
 FX0176.The modeled gravity was interpolated from observed gravity values.
 FX0176
 FX0176;                    North         East    Units  Estimated Accuracy
 FX0176;SPC VA S     - 1,056,310.    3,696,740.      MT  (+/- 180 meters Scaled)
 FX0176
 FX0176                          SUPERSEDED SURVEY CONTROL
 FX0176
 FX0176  NGVD 29 (??/??/92)    1.78   (m)            5.8    (f) COMPUTED    1 1
 FX0176
 FX0176.Superseded values are not recommended for survey control.
 FX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0176.See file dsdata.txt to determine how the superseded data were derived.
 FX0176
 FX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF845756(NAD 83)
 FX0176_MARKER: DJ = TIDAL STATION DISK
 FX0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0176_SP_SET: DRY DOCK
 FX0176_STAMPING: A 9 1918 ELEV 6.286 FT
 FX0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0176
 FX0176  HISTORY     - Date     Condition        Report By
 FX0176  HISTORY     - 1918     MONUMENTED       CGS
 FX0176  HISTORY     - 1952     GOOD             NGS
 FX0176  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0176  HISTORY     - 20011009 MARK NOT FOUND   USPSQD
 FX0176
 FX0176                          STATION DESCRIPTION
 FX0176
 FX0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0176'AT PORTSMOUTH.
 FX0176'AT PORTSMOUTH, AT THE NAVY YARD, AT THE SOUTH END OF STREET
 FX0176'ALONG WEST SIDE OF BUILDING 72, AT THE NORTHWEST SOUNDING
 FX0176'QUARTER, IN THE GRANITE COPING OF DRY DOCK NO. 3, 56 FEET IN
 FX0176'A DIRECT LINE FROM THE GAUGE STAFF AT THE HEAD OF DOCK, AND
 FX0176'6.5 INCHES NORTH OF A GUARD CHAIN.
 FX0176
 FX0176                          STATION RECOVERY (1971)
 FX0176
 FX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0176'MARK NOT FOUND.
 FX0176
 FX0176                          STATION RECOVERY (2001)
 FX0176
 FX0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2522 ***********************************************************************
 JV2522  DESIGNATION -  A 90
 JV2522  PID         -  JV2522
 JV2522  STATE/COUNTY-  VA/LOUDOUN
 JV2522  USGS QUAD   -  STERLING (1994)
 JV2522
 JV2522                         *CURRENT SURVEY CONTROL
 JV2522  ___________________________________________________________________
 JV2522* NAD 83(1986)-  39 04 37.     (N)    077 29 36.     (W)     SCALED    
 JV2522* NAVD 88     -        98.464  (meters)     323.04   (feet)  ADJUSTED  
 JV2522  ___________________________________________________________________
 JV2522  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JV2522  DYNAMIC HT  -          98.409 (meters)     322.86  (feet)  COMP
 JV2522  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 JV2522
 JV2522  VERT ORDER  -  SECOND    CLASS 0
 JV2522
 JV2522.The horizontal coordinates were scaled from a topographic map and have
 JV2522.an estimated accuracy of +/- 6 seconds.
 JV2522
 JV2522.The orthometric height was determined by differential leveling
 JV2522.and adjusted by the National Geodetic Survey in June 1991..
 JV2522
 JV2522.The geoid height was determined by GEOID03.
 JV2522
 JV2522.The dynamic height is computed by dividing the NAVD 88
 JV2522.geopotential number by the normal gravity value computed on the
 JV2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2522.degrees latitude (g = 980.6199 gals.).
 JV2522
 JV2522.The modeled gravity was interpolated from observed gravity values.
 JV2522
 JV2522;                    North         East    Units  Estimated Accuracy
 JV2522;SPC VA N     - 2,157,020.    3,587,110.      MT  (+/- 180 meters Scaled)
 JV2522
 JV2522                          SUPERSEDED SURVEY CONTROL
 JV2522
 JV2522  NGVD 29 (??/??/??)   98.681  (m)          323.76   (f) ADJUSTED    2 0
 JV2522
 JV2522.Superseded values are not recommended for survey control.
 JV2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2522.See file dsdata.txt to determine how the superseded data were derived.
 JV2522
 JV2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ843282(NAD 83)
 JV2522_MARKER: DB = BENCH MARK DISK
 JV2522_SETTING: 66 = SET IN ROCK OUTCROP
 JV2522_SP_SET: ROCK OUTCROP
 JV2522_STAMPING: A 90 1935
 JV2522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2522+STABILITY: POSITION/ELEVATION WELL
 JV2522
 JV2522  HISTORY     - Date     Condition        Report By
 JV2522  HISTORY     - 1935     MONUMENTED       CGS
 JV2522
 JV2522                          STATION DESCRIPTION
 JV2522
 JV2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV2522'4.6 MI SE FROM LEESBURG.
 JV2522'ALONG STATE HIGHWAY 7, 27 FEET SOUTHWEST OF CENTER LINE OF
 JV2522'HIGHWAY, 1 FOOT NORTHEAST OF WHITE WASHED BOARD FENCE, 2 INCHES
 JV2522'ABOVE LEVEL OF GROUND IN A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2362 ***********************************************************************
 JV2362  DESIGNATION -  A 90 RESET 1947 VADH
 JV2362  PID         -  JV2362
 JV2362  STATE/COUNTY-  VA/LOUDOUN
 JV2362  USGS QUAD   -  STERLING (1994)
 JV2362
 JV2362                         *CURRENT SURVEY CONTROL
 JV2362  ___________________________________________________________________
 JV2362* NAD 83(1986)-  39 04 37.     (N)    077 29 36.     (W)     SCALED    
 JV2362* NAVD 88     -        97.69   (meters)     320.5    (feet)  RESET     
 JV2362  ___________________________________________________________________
 JV2362  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JV2362
 JV2362  VERT ORDER  -  THIRD
 JV2362
 JV2362.The horizontal coordinates were scaled from a topographic map and have
 JV2362.an estimated accuracy of +/- 6 seconds.
 JV2362
 JV2362.The orthometric height was computed from unverified reset data.
 JV2362.No vertical observational check was made to the station.
 JV2362
 JV2362.The geoid height was determined by GEOID03.
 JV2362
 JV2362;                    North         East    Units  Estimated Accuracy
 JV2362;SPC VA N     - 2,157,020.    3,587,110.      MT  (+/- 180 meters Scaled)
 JV2362
 JV2362                          SUPERSEDED SURVEY CONTROL
 JV2362
 JV2362  NGVD 29 (??/??/??)   97.91   (m)          321.2    (f) RESET       3  
 JV2362
 JV2362.Superseded values are not recommended for survey control.
 JV2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2362.See file dsdata.txt to determine how the superseded data were derived.
 JV2362
 JV2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ843282(NAD 83)
 JV2362_MARKER: DB = BENCH MARK DISK
 JV2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2362_STAMPING: A 90 RESET 1947
 JV2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2362+STABILITY: SURFACE MOTION
 JV2362
 JV2362  HISTORY     - Date     Condition        Report By
 JV2362  HISTORY     - 1947     MONUMENTED       VADH
 JV2362  HISTORY     - 1964     GOOD             CGS
 JV2362
 JV2362                          STATION DESCRIPTION
 JV2362
 JV2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JV2362'4.8 MI SE FROM LEESBURG.
 JV2362'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JV2362'AT LEESBURG, LOUDOUN COUNTY, 0.1 MILE NORTHWEST OF A TWO-STORY
 JV2362'FRAME HOUSE WITH TIN ROOF, AT SURVEY STATION 122+80, 54 FEET
 JV2362'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND NEAR A WHITE
 JV2362'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 90 RESET 1947
 JV2362'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK
 JV2362'WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 JV2362'STATE DEPARTMENT OF HIGHWAYS IN APRIL 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3910 ***********************************************************************
 HV3910  DESIGNATION -  A 91
 HV3910  PID         -  HV3910
 HV3910  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3910  USGS QUAD   -  NOKESVILLE (1994)
 HV3910
 HV3910                         *CURRENT SURVEY CONTROL
 HV3910  ___________________________________________________________________
 HV3910* NAD 83(1986)-  38 44 26.     (N)    077 30 24.     (W)     SCALED    
 HV3910* NAVD 88     -        69.513  (meters)     228.06   (feet)  ADJUSTED  
 HV3910  ___________________________________________________________________
 HV3910  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV3910  DYNAMIC HT  -          69.474 (meters)     227.93  (feet)  COMP
 HV3910  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 HV3910
 HV3910  VERT ORDER  -  SECOND    CLASS 0
 HV3910
 HV3910.The horizontal coordinates were scaled from a topographic map and have
 HV3910.an estimated accuracy of +/- 6 seconds.
 HV3910
 HV3910.The orthometric height was determined by differential leveling
 HV3910.and adjusted by the National Geodetic Survey in June 1991..
 HV3910
 HV3910.The geoid height was determined by GEOID03.
 HV3910
 HV3910.The dynamic height is computed by dividing the NAVD 88
 HV3910.geopotential number by the normal gravity value computed on the
 HV3910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3910.degrees latitude (g = 980.6199 gals.).
 HV3910
 HV3910.The modeled gravity was interpolated from observed gravity values.
 HV3910
 HV3910;                    North         East    Units  Estimated Accuracy
 HV3910;SPC VA N     - 2,119,670.    3,586,360.      MT  (+/- 180 meters Scaled)
 HV3910
 HV3910                          SUPERSEDED SURVEY CONTROL
 HV3910
 HV3910  NGVD 29 (??/??/??)   69.766  (m)          228.89   (f) ADJUSTED    2 0
 HV3910
 HV3910.Superseded values are not recommended for survey control.
 HV3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3910.See file dsdata.txt to determine how the superseded data were derived.
 HV3910
 HV3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH821909(NAD 83)
 HV3910_MARKER: DB = BENCH MARK DISK
 HV3910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3910_STAMPING: A 91 1935
 HV3910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3910+STABILITY: SURFACE MOTION
 HV3910
 HV3910  HISTORY     - Date     Condition        Report By
 HV3910  HISTORY     - 1935     MONUMENTED       CGS
 HV3910  HISTORY     - 1943     GOOD             CGS
 HV3910
 HV3910                          STATION DESCRIPTION
 HV3910
 HV3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3910'2 MI SW FROM MANASSAS.
 HV3910'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3910'STATION AT MANASSAS, PRINCE WILLIAM COUNTY, 30 FEET NORTHEAST OF
 HV3910'THE CENTER OF A ROAD CROSSING, 30 FEET SOUTHEAST OF THE SOUTHEAST
 HV3910'RAIL, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED A 91 1935
 HV3910'AND SET IN THE TOP OF A CONCRETE POST.
 HV3910
 HV3910                          STATION RECOVERY (1943)
 HV3910
 HV3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HV3910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3197 ***********************************************************************
 HV3197  DESIGNATION -  A 92
 HV3197  PID         -  HV3197
 HV3197  STATE/COUNTY-  VA/WESTMORELAND
 HV3197  USGS QUAD   -  ROLLINS FORK (1968)
 HV3197
 HV3197                         *CURRENT SURVEY CONTROL
 HV3197  ___________________________________________________________________
 HV3197* NAD 83(1986)-  38 11 58.     (N)    077 00 25.     (W)     SCALED    
 HV3197* NAVD 88     -         2.552  (meters)       8.37   (feet)  ADJUSTED  
 HV3197  ___________________________________________________________________
 HV3197  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HV3197  DYNAMIC HT  -           2.551 (meters)       8.37  (feet)  COMP
 HV3197  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 HV3197
 HV3197  VERT ORDER  -  FIRST     CLASS II
 HV3197
 HV3197.The horizontal coordinates were scaled from a topographic map and have
 HV3197.an estimated accuracy of +/- 6 seconds.
 HV3197
 HV3197.The orthometric height was determined by differential leveling
 HV3197.and adjusted by the National Geodetic Survey in June 1991..
 HV3197
 HV3197.The geoid height was determined by GEOID03.
 HV3197
 HV3197.The dynamic height is computed by dividing the NAVD 88
 HV3197.geopotential number by the normal gravity value computed on the
 HV3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3197.degrees latitude (g = 980.6199 gals.).
 HV3197
 HV3197.The modeled gravity was interpolated from observed gravity values.
 HV3197
 HV3197;                    North         East    Units  Estimated Accuracy
 HV3197;SPC VA N     - 2,060,200.    3,630,770.      MT  (+/- 180 meters Scaled)
 HV3197
 HV3197                          SUPERSEDED SURVEY CONTROL
 HV3197
 HV3197  NGVD 29 (05/17/90)    2.787  (m)            9.14   (f) ADJUSTED    1 2
 HV3197
 HV3197.Superseded values are not recommended for survey control.
 HV3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3197.See file dsdata.txt to determine how the superseded data were derived.
 HV3197
 HV3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH242298(NAD 83)
 HV3197_MARKER: DB = BENCH MARK DISK
 HV3197_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV3197_SP_SET: ABUTMENT
 HV3197_STAMPING: A 92 1935
 HV3197_MARK LOGO: CGS   
 HV3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3197+STABILITY: SURFACE MOTION
 HV3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3197+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV3197
 HV3197  HISTORY     - Date     Condition        Report By
 HV3197  HISTORY     - 1935     MONUMENTED       CGS
 HV3197  HISTORY     - 1962     GOOD             CGS
 HV3197  HISTORY     - 19900227 GOOD             NGS
 HV3197  HISTORY     - 19981024 GOOD             USPSQD
 HV3197  HISTORY     - 20030314 GOOD             USPSQD
 HV3197  HISTORY     - 20051115 GOOD             USPSQD
 HV3197
 HV3197                          STATION DESCRIPTION
 HV3197
 HV3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3197'1.3 MI N FROM OAK GROVE.
 HV3197'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 HV3197'WITH STATE HIGHWAY 3 AT OAK GROVE, WESTMORELAND COUNTY, AT THE
 HV3197'NORTH END OF A BRIDGE OVER MATTOX CREEK, IN THE TOP OF THE
 HV3197'CONCRETE ABUTMENT, 2 INCHES NORTH OF THE NORTH END OF THE GUARD
 HV3197'RAIL, AND 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 HV3197'STANDARD DISK, STAMPED A 92 1935.
 HV3197
 HV3197                          STATION RECOVERY (1990)
 HV3197
 HV3197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV3197'2.2 KM (1.37 MI) NORTHERLY ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 HV3197'OF STATE HIGHWAY 3 IN OAK GROVE, IN TOP OF AND 0.2 M (0.66 FT) WEST
 HV3197'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 HV3197'SPANNING MATTOX CREEK, 3.8 M (12.47 FT) EAST OF THE CENTERLINE OF THE
 HV3197'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 HV3197
 HV3197                          STATION RECOVERY (1998)
 HV3197
 HV3197'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3197'RECOVERED IN GOOD CONDITION.
 HV3197
 HV3197                          STATION RECOVERY (2003)
 HV3197
 HV3197'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV3197'RECOVERED IN GOOD CONDITION.
 HV3197
 HV3197                          STATION RECOVERY (2005)
 HV3197
 HV3197'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0463 ***********************************************************************
 HW0463  DESIGNATION -  A 93
 HW0463  PID         -  HW0463
 HW0463  STATE/COUNTY-  VA/LOUISA
 HW0463  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0463
 HW0463                         *CURRENT SURVEY CONTROL
 HW0463  ___________________________________________________________________
 HW0463* NAD 83(1986)-  38 05 20.     (N)    078 14 44.     (W)     SCALED    
 HW0463* NAVD 88     -       148.726  (meters)     487.95   (feet)  ADJUSTED  
 HW0463  ___________________________________________________________________
 HW0463  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0463  DYNAMIC HT  -         148.626 (meters)     487.62  (feet)  COMP
 HW0463  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HW0463
 HW0463  VERT ORDER  -  SECOND    CLASS 0
 HW0463
 HW0463.The horizontal coordinates were scaled from a topographic map and have
 HW0463.an estimated accuracy of +/- 6 seconds.
 HW0463
 HW0463.The orthometric height was determined by differential leveling
 HW0463.and adjusted by the National Geodetic Survey in June 1991..
 HW0463
 HW0463.The geoid height was determined by GEOID03.
 HW0463
 HW0463.The dynamic height is computed by dividing the NAVD 88
 HW0463.geopotential number by the normal gravity value computed on the
 HW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0463.degrees latitude (g = 980.6199 gals.).
 HW0463
 HW0463.The modeled gravity was interpolated from observed gravity values.
 HW0463
 HW0463;                    North         East    Units  Estimated Accuracy
 HW0463;SPC VA S     - 1,194,860.    3,522,320.      MT  (+/- 180 meters Scaled)
 HW0463
 HW0463                          SUPERSEDED SURVEY CONTROL
 HW0463
 HW0463  NGVD 29 (??/??/92)  148.966  (m)          488.73   (f) ADJ UNCH    2 0
 HW0463
 HW0463.Superseded values are not recommended for survey control.
 HW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0463.See file dsdata.txt to determine how the superseded data were derived.
 HW0463
 HW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC415192(NAD 83)
 HW0463_MARKER: DB = BENCH MARK DISK
 HW0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0463_STAMPING: A 93 1935
 HW0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0463+STABILITY: SURFACE MOTION
 HW0463
 HW0463  HISTORY     - Date     Condition        Report By
 HW0463  HISTORY     - 1935     MONUMENTED       CGS
 HW0463  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0463  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 HW0463
 HW0463                          STATION DESCRIPTION
 HW0463
 HW0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0463'4.8 MI S FROM GORDONSVILLE.
 HW0463'IN LOUISA COUNTY, ABOUT 4.8 MILES SOUTH ALONG THE CHESAPEAKE AND
 HW0463'OHIO RAILWAY FROM THE STATION AT GORDONSVILLE, ORANGE COUNTY, 27
 HW0463'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION AT LINDSAY,
 HW0463'15 FEET NORTHWEST OF THE NORTHWEST RAIL, AND AT THE SOUTHEAST
 HW0463'CORNER OF A HEDGE SURROUNDING A SMALL PARK.  A STANDARD DISK,
 HW0463'STAMPED A 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0463
 HW0463                          STATION RECOVERY (1998)
 HW0463
 HW0463'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0463'MARK NOT FOUND.
 HW0463
 HW0463                          STATION RECOVERY (2002)
 HW0463
 HW0463'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2522 ***********************************************************************
 GV2522  DESIGNATION -  A 94
 GV2522  PID         -  GV2522
 GV2522  STATE/COUNTY-  VA/LOUISA
 GV2522  USGS QUAD   -  BUCKNER (1973)
 GV2522
 GV2522                         *CURRENT SURVEY CONTROL
 GV2522  ___________________________________________________________________
 GV2522* NAD 83(1986)-  37 59 07.     (N)    077 49 19.     (W)     SCALED    
 GV2522* NAVD 88     -       106.662  (meters)     349.94   (feet)  ADJUSTED  
 GV2522  ___________________________________________________________________
 GV2522  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2522  DYNAMIC HT  -         106.592 (meters)     349.71  (feet)  COMP
 GV2522  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 GV2522
 GV2522  VERT ORDER  -  SECOND    CLASS 0
 GV2522
 GV2522.The horizontal coordinates were scaled from a topographic map and have
 GV2522.an estimated accuracy of +/- 6 seconds.
 GV2522
 GV2522.The orthometric height was determined by differential leveling
 GV2522.and adjusted by the National Geodetic Survey in June 1991..
 GV2522
 GV2522.The geoid height was determined by GEOID03.
 GV2522
 GV2522.The dynamic height is computed by dividing the NAVD 88
 GV2522.geopotential number by the normal gravity value computed on the
 GV2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2522.degrees latitude (g = 980.6199 gals.).
 GV2522
 GV2522.The modeled gravity was interpolated from observed gravity values.
 GV2522
 GV2522;                    North         East    Units  Estimated Accuracy
 GV2522;SPC VA S     - 1,183,550.    3,559,570.      MT  (+/- 180 meters Scaled)
 GV2522
 GV2522                          SUPERSEDED SURVEY CONTROL
 GV2522
 GV2522  NGVD 29 (??/??/??)  106.911  (m)          350.76   (f) ADJUSTED    2 0
 GV2522
 GV2522.Superseded values are not recommended for survey control.
 GV2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2522.See file dsdata.txt to determine how the superseded data were derived.
 GV2522
 GV2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH521079(NAD 83)
 GV2522_MARKER: DB = BENCH MARK DISK
 GV2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2522_STAMPING: A-94 1935
 GV2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2522+STABILITY: SURFACE MOTION
 GV2522
 GV2522  HISTORY     - Date     Condition        Report By
 GV2522  HISTORY     - 1935     MONUMENTED       CGS
 GV2522  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2522  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2522
 GV2522                          STATION DESCRIPTION
 GV2522
 GV2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2522'10.1 MI NW FROM BEAVER DAM.
 GV2522'IN LOUISA COUNTY, ABOUT 10.1 MILES NORTHWEST ALONG THE CHESAPEAKE
 GV2522'AND OHIO RAILWAY FROM THE STATION AT BEAVER DAM, HANOVER COUNTY,
 GV2522'33 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION AT FREDERICK
 GV2522'HALL, 18 FEET WEST OF THE CENTER OF A ROAD CROSSING, 25 FEET
 GV2522'NORTH OF THE CENTER LINE OF THE TRACK, AND 3 FEET WEST OF A
 GV2522'CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED A 94 1935 AND
 GV2522'SET IN THE TOP OF A CONCRETE POST.
 GV2522
 GV2522                          STATION RECOVERY (1998)
 GV2522
 GV2522'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2522'MARK NOT FOUND.
 GV2522
 GV2522                          STATION RECOVERY (2002)
 GV2522
 GV2522'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2522' 
 GV2522' 
 GV2522' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2523 ***********************************************************************
 GV2523  DESIGNATION -  A 94 RESET 1940
 GV2523  PID         -  GV2523
 GV2523  STATE/COUNTY-  VA/LOUISA
 GV2523  USGS QUAD   -  BUCKNER (1973)
 GV2523
 GV2523                         *CURRENT SURVEY CONTROL
 GV2523  ___________________________________________________________________
 GV2523* NAD 83(1986)-  37 59 07.     (N)    077 49 19.     (W)     SCALED    
 GV2523* NAVD 88     -       107.41   (meters)     352.4    (feet)  RESET     
 GV2523  ___________________________________________________________________
 GV2523  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2523
 GV2523  VERT ORDER  -  THIRD
 GV2523
 GV2523.The horizontal coordinates were scaled from a topographic map and have
 GV2523.an estimated accuracy of +/- 6 seconds.
 GV2523
 GV2523.The orthometric height was computed from unverified reset data.
 GV2523.No vertical observational check was made to the station.
 GV2523
 GV2523.The geoid height was determined by GEOID03.
 GV2523
 GV2523;                    North         East    Units  Estimated Accuracy
 GV2523;SPC VA S     - 1,183,550.    3,559,570.      MT  (+/- 180 meters Scaled)
 GV2523
 GV2523                          SUPERSEDED SURVEY CONTROL
 GV2523
 GV2523  NGVD 29 (??/??/??)  107.66   (m)          353.2    (f) RESET       3  
 GV2523
 GV2523.Superseded values are not recommended for survey control.
 GV2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2523.See file dsdata.txt to determine how the superseded data were derived.
 GV2523
 GV2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH521079(NAD 83)
 GV2523_MARKER: DB = BENCH MARK DISK
 GV2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2523_STAMPING: A 94 RESET 1940
 GV2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2523+STABILITY: SURFACE MOTION
 GV2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2523+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 GV2523
 GV2523  HISTORY     - Date     Condition        Report By
 GV2523  HISTORY     - 1940     MONUMENTED       CORR
 GV2523  HISTORY     - 1962     GOOD             CGS
 GV2523  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2523  HISTORY     - 20021008 GOOD             USPSQD
 GV2523  HISTORY     - 20030403 POOR             GEOMET
 GV2523  HISTORY     - 20060327 GOOD             USPSQD
 GV2523
 GV2523                          STATION DESCRIPTION
 GV2523
 GV2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2523'AT FREDERICK HALL.
 GV2523'IN FREDERICK HALL, 75 FEET WEST OF THE WEST END OF THE RAILROAD
 GV2523'STATION, 30.5 FEET NORTH OF THE CENTER OF THE MAIN TRACK AND
 GV2523'3 FEET NORTH OF A UTILITY POLE.  A STANDARD DISK SET FLUSH IN AN
 GV2523'8 X 8 INCH CONCRETE POST, FLUSH WITH THE GROUND AND THE DISK IS
 GV2523'STAMPED A 94 RESET 1940.
 GV2523
 GV2523                          STATION RECOVERY (1998)
 GV2523
 GV2523'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2523'MARK NOT FOUND.
 GV2523
 GV2523                          STATION RECOVERY (2002)
 GV2523
 GV2523'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2523' 
 GV2523' 
 GV2523' 
 GV2523
 GV2523                          STATION RECOVERY (2003)
 GV2523
 GV2523'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 GV2523'THE STATION IS IN A GRAVEL PARKING LOT BETWEEN RAILROAD TRACKS AND
 GV2523'RAILROAD STATION RESTAURANT.  THE MARK PROJECTS ONE-HALF FOOT AND
 GV2523'LEANS AS IF IT HAD BEEN HIT BY A VEHICLE.
 GV2523
 GV2523                          STATION RECOVERY (2006)
 GV2523
 GV2523'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0573 ***********************************************************************
 HW0573  DESIGNATION -  A 95
 HW0573  PID         -  HW0573
 HW0573  STATE/COUNTY-  VA/ORANGE
 HW0573  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0573
 HW0573                         *CURRENT SURVEY CONTROL
 HW0573  ___________________________________________________________________
 HW0573* NAD 83(1986)-  38 10 13.     (N)    078 16 51.     (W)     SCALED    
 HW0573* NAVD 88     -       155.184  (meters)     509.13   (feet)  ADJUSTED  
 HW0573  ___________________________________________________________________
 HW0573  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0573  DYNAMIC HT  -         155.080 (meters)     508.79  (feet)  COMP
 HW0573  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 HW0573
 HW0573  VERT ORDER  -  SECOND    CLASS 0
 HW0573
 HW0573.The horizontal coordinates were scaled from a topographic map and have
 HW0573.an estimated accuracy of +/- 6 seconds.
 HW0573
 HW0573.The orthometric height was determined by differential leveling
 HW0573.and adjusted by the National Geodetic Survey in June 1991..
 HW0573
 HW0573.The geoid height was determined by GEOID03.
 HW0573
 HW0573.The dynamic height is computed by dividing the NAVD 88
 HW0573.geopotential number by the normal gravity value computed on the
 HW0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0573.degrees latitude (g = 980.6199 gals.).
 HW0573
 HW0573.The modeled gravity was interpolated from observed gravity values.
 HW0573
 HW0573;                    North         East    Units  Estimated Accuracy
 HW0573;SPC VA N     - 2,055,920.    3,519,210.      MT  (+/- 180 meters Scaled)
 HW0573
 HW0573                          SUPERSEDED SURVEY CONTROL
 HW0573
 HW0573  NGVD 29 (??/??/92)  155.406  (m)          509.86   (f) ADJ UNCH    2 0
 HW0573
 HW0573.Superseded values are not recommended for survey control.
 HW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0573.See file dsdata.txt to determine how the superseded data were derived.
 HW0573
 HW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC382282(NAD 83)
 HW0573_MARKER: DB = BENCH MARK DISK
 HW0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0573_SP_SET: BUILDING
 HW0573_STAMPING: A 95 1935
 HW0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0573
 HW0573  HISTORY     - Date     Condition        Report By
 HW0573  HISTORY     - 1935     MONUMENTED       CGS
 HW0573  HISTORY     - 1965     GOOD             NGS
 HW0573  HISTORY     - 1965     GOOD             NGS
 HW0573  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0573  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0573
 HW0573                          STATION DESCRIPTION
 HW0573
 HW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0573'AT BARBOURSVILLE.
 HW0573'AT BARBOURSVILLE, ORANGE COUNTY, AT THE POST OFFICE, IN THE
 HW0573'TOP OF THE CONRETE PORCH, 8 FEET EAST OF THE CENTER OF THE
 HW0573'ENTRANCE, 6 INCHES NORTH OF THE WALL, AND 6 INCHES WEST OF THE
 HW0573'BARBOURSVILLE LODGE 112 A.F. AND A.M. DOOR.  A STANDARD DISK,
 HW0573'STAMPED A 95 1935.
 HW0573
 HW0573                          STATION RECOVERY (1965)
 HW0573
 HW0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0573'RECOVERED IN GOOD CONDITION.
 HW0573
 HW0573                          STATION RECOVERY (1998)
 HW0573
 HW0573'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0573'MARK NOT FOUND.
 HW0573
 HW0573                          STATION RECOVERY (2003)
 HW0573
 HW0573'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0573' 
 HW0573' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0966 ***********************************************************************
 GW0966  DESIGNATION -  A 97
 GW0966  PID         -  GW0966
 GW0966  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0966  USGS QUAD   -  LEXINGTON (1978)
 GW0966
 GW0966                         *CURRENT SURVEY CONTROL
 GW0966  ___________________________________________________________________
 GW0966* NAD 83(1986)-  37 50 54.     (N)    079 23 57.     (W)     SCALED    
 GW0966* NAVD 88     -       385.321  (meters)    1264.17   (feet)  ADJUSTED  
 GW0966  ___________________________________________________________________
 GW0966  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0966  DYNAMIC HT  -         385.025 (meters)    1263.20  (feet)  COMP
 GW0966  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 GW0966
 GW0966  VERT ORDER  -  SECOND    CLASS 0
 GW0966
 GW0966.The horizontal coordinates were scaled from a topographic map and have
 GW0966.an estimated accuracy of +/- 6 seconds.
 GW0966
 GW0966.The orthometric height was determined by differential leveling
 GW0966.and adjusted by the National Geodetic Survey in June 1991..
 GW0966
 GW0966.The geoid height was determined by GEOID03.
 GW0966
 GW0966.The dynamic height is computed by dividing the NAVD 88
 GW0966.geopotential number by the normal gravity value computed on the
 GW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0966.degrees latitude (g = 980.6199 gals.).
 GW0966
 GW0966.The modeled gravity was interpolated from observed gravity values.
 GW0966
 GW0966;                    North         East    Units  Estimated Accuracy
 GW0966;SPC VA S     - 1,168,510.    3,420,860.      MT  (+/- 180 meters Scaled)
 GW0966
 GW0966                          SUPERSEDED SURVEY CONTROL
 GW0966
 GW0966  NGVD 29 (??/??/92)  385.493  (m)         1264.74   (f) ADJ UNCH    2 0
 GW0966
 GW0966.Superseded values are not recommended for survey control.
 GW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0966.See file dsdata.txt to determine how the superseded data were derived.
 GW0966
 GW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB408901(NAD 83)
 GW0966_MARKER: DB = BENCH MARK DISK
 GW0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0966_STAMPING: A 97 1935
 GW0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0966+STABILITY: SURFACE MOTION
 GW0966
 GW0966  HISTORY     - Date     Condition        Report By
 GW0966  HISTORY     - 1935     MONUMENTED       CGS
 GW0966  HISTORY     - 1942     GOOD             NGS
 GW0966
 GW0966                          STATION DESCRIPTION
 GW0966
 GW0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0966'5.5 MI S FROM ROCKBRIDGE BATHS.
 GW0966'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0966'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ABOUT 0.3 MILE
 GW0966'NORTHEAST OF A ROAD CROSSING, AT THE JUNCTION OF A ROAD LEADING
 GW0966'SOUTHWEST TO A HOUSE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GW0966'HIGHWAY, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 GW0966'20 FEET SOUTH OF A SMALL MAPLE TREE.  A STANDARD DISK, STAMPED
 GW0966'A 97 1935 SET IN THE TOP OF A CONCRETE POST.
 GW0966
 GW0966                          STATION RECOVERY (1942)
 GW0966
 GW0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 GW0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0626 ***********************************************************************
 GW0626  DESIGNATION -  A 98
 GW0626  PID         -  GW0626
 GW0626  STATE/COUNTY-  VA/NELSON
 GW0626  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0626
 GW0626                         *CURRENT SURVEY CONTROL
 GW0626  ___________________________________________________________________
 GW0626* NAD 83(1986)-  37 52 17.     (N)    078 54 58.     (W)     SCALED    
 GW0626* NAVD 88     -       255.127  (meters)     837.03   (feet)  ADJUSTED  
 GW0626  ___________________________________________________________________
 GW0626  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW0626  DYNAMIC HT  -         254.937 (meters)     836.41  (feet)  COMP
 GW0626  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 GW0626
 GW0626  VERT ORDER  -  SECOND    CLASS 0
 GW0626
 GW0626.The horizontal coordinates were scaled from a topographic map and have
 GW0626.an estimated accuracy of +/- 6 seconds.
 GW0626
 GW0626.The orthometric height was determined by differential leveling
 GW0626.and adjusted by the National Geodetic Survey in June 1991..
 GW0626
 GW0626.The geoid height was determined by GEOID03.
 GW0626
 GW0626.The dynamic height is computed by dividing the NAVD 88
 GW0626.geopotential number by the normal gravity value computed on the
 GW0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0626.degrees latitude (g = 980.6199 gals.).
 GW0626
 GW0626.The modeled gravity was interpolated from observed gravity values.
 GW0626
 GW0626;                    North         East    Units  Estimated Accuracy
 GW0626;SPC VA S     - 1,170,770.    3,463,390.      MT  (+/- 180 meters Scaled)
 GW0626
 GW0626                          SUPERSEDED SURVEY CONTROL
 GW0626
 GW0626  NGVD 29 (??/??/92)  255.324  (m)          837.68   (f) ADJ UNCH    2 0
 GW0626
 GW0626.Superseded values are not recommended for survey control.
 GW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0626.See file dsdata.txt to determine how the superseded data were derived.
 GW0626
 GW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB832935(NAD 83)
 GW0626_MARKER: DB = BENCH MARK DISK
 GW0626_SETTING: 0 = UNSPECIFIED SETTING
 GW0626_STAMPING: A 98 1935
 GW0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0626
 GW0626  HISTORY     - Date     Condition        Report By
 GW0626  HISTORY     - 1935     MONUMENTED       CGS
 GW0626  HISTORY     - 1961     GOOD             NGS
 GW0626
 GW0626                          STATION DESCRIPTION
 GW0626
 GW0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0626'1.3 MI S FROM WINTERGREEN.
 GW0626'MARK IS ON OLD HIGHWAY 151, NOW HIGHWAY 664.  MARK IS ABOUT 0.25
 GW0626'EAST OF HIGHWAYS 151 AND 664 AT THE JUNCTION OF HIGHWAY 664 AND
 GW0626'A DIRT ROAD LEADING SOUTH.  IT IS 30 FEET SOUTH OF THE ROAD
 GW0626'INTERSECTION AND 12 FEET SOUTHWEST OF A CULVERT.  TO REACH FROM
 GW0626'WINTERGREEN GO SOUTH ON HIGHWAY 151 FOR 1.3 MILES TO HIGHWAY 664,
 GW0626'TURN LEFT AND GO EAST ON HIGHWAY 664 FOR 0.2 MILE TO HIGHWAY
 GW0626'627 RIGHT.  CONTINUE ON HIGHWAY 664 ABOUT 0.05 MILE TO A DIRT
 GW0626'ROAD RIGHT AND MARK ON THE EAST EDGE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1847 ***********************************************************************
 HW1847  DESIGNATION -  A 99
 HW1847  PID         -  HW1847
 HW1847  STATE/COUNTY-  VA/HIGHLAND
 HW1847  USGS QUAD   -  HIGHTOWN (1995)
 HW1847
 HW1847                         *CURRENT SURVEY CONTROL
 HW1847  ___________________________________________________________________
 HW1847* NAD 83(1986)-  38 25 52.     (N)    079 37 55.     (W)     SCALED    
 HW1847* NAVD 88     -       947.594  (meters)    3108.90   (feet)  ADJUSTED  
 HW1847  ___________________________________________________________________
 HW1847  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1847  DYNAMIC HT  -         946.806 (meters)    3106.31  (feet)  COMP
 HW1847  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 HW1847
 HW1847  VERT ORDER  -  SECOND    CLASS 0
 HW1847
 HW1847.The horizontal coordinates were scaled from a topographic map and have
 HW1847.an estimated accuracy of +/- 6 seconds.
 HW1847
 HW1847.The orthometric height was determined by differential leveling
 HW1847.and adjusted by the National Geodetic Survey in June 1991..
 HW1847
 HW1847.The geoid height was determined by GEOID03.
 HW1847
 HW1847.The dynamic height is computed by dividing the NAVD 88
 HW1847.geopotential number by the normal gravity value computed on the
 HW1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1847.degrees latitude (g = 980.6199 gals.).
 HW1847
 HW1847.The modeled gravity was interpolated from observed gravity values.
 HW1847
 HW1847;                    North         East    Units  Estimated Accuracy
 HW1847;SPC VA N     - 2,085,460.    3,401,170.      MT  (+/- 180 meters Scaled)
 HW1847
 HW1847                          SUPERSEDED SURVEY CONTROL
 HW1847
 HW1847  NGVD 29 (??/??/92)  947.644  (m)         3109.06   (f) ADJ UNCH    2 0
 HW1847
 HW1847.Superseded values are not recommended for survey control.
 HW1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1847.See file dsdata.txt to determine how the superseded data were derived.
 HW1847
 HW1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC194545(NAD 83)
 HW1847_MARKER: DB = BENCH MARK DISK
 HW1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1847_STAMPING: A 99 1935
 HW1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1847+STABILITY: SURFACE MOTION
 HW1847
 HW1847  HISTORY     - Date     Condition        Report By
 HW1847  HISTORY     - 1935     MONUMENTED       CGS
 HW1847  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1847
 HW1847                          STATION DESCRIPTION
 HW1847
 HW1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1847'AT HIGHTOWN.
 HW1847'AT HIGHTOWN, HIGHLAND COUNTY, ON U.S. HIGHWAY 250, 85 FEET
 HW1847'WEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD 640, 36 FEET
 HW1847'WEST OF THE R.W. HEVENER STORE AND POST OFFICE, 33 FEET SOUTH
 HW1847'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH OF A FENCE
 HW1847'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 HW1847
 HW1847                          STATION RECOVERY (1967)
 HW1847
 HW1847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4536 ***********************************************************************
 HV4536  DESIGNATION -  A USE 1924
 HV4536  PID         -  HV4536
 HV4536  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4536  USGS QUAD   -  ALEXANDRIA (1994)
 HV4536
 HV4536                         *CURRENT SURVEY CONTROL
 HV4536  ___________________________________________________________________
 HV4536* NAD 83(1993)-  38 47 31.55701(N)    077 02 22.50128(W)     ADJUSTED  
 HV4536* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4536  ___________________________________________________________________
 HV4536  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HV4536  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV4536
 HV4536  HORZ ORDER  -  SECOND
 HV4536
 HV4536.The horizontal coordinates were established by classical geodetic methods
 HV4536.and adjusted by the National Geodetic Survey in November 1994..
 HV4536
 HV4536.The orthometric height was scaled from a topographic map.
 HV4536
 HV4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4536
 HV4536.The geoid height was determined by GEOID03.
 HV4536
 HV4536;                    North         East     Units Scale Factor Converg.
 HV4536;SPC VA N     - 2,125,931.479 3,626,868.688   MT  0.99995301   +0 54 41.3
 HV4536;SPC VA N     - 6,974,826.86 11,899,151.69   sFT  0.99995301   +0 54 41.3
 HV4536;SPC MD       -   124,928.298   396,561.164   MT  0.99995091   -0 01 29.4
 HV4536;SPC MD       -   409,868.92  1,301,051.09   sFT  0.99995091   -0 01 29.4
 HV4536;UTM  18      - 4,295,681.685   322,865.069   MT  0.99998639   -1 16 41.2
 HV4536
 HV4536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4536!SPC VA N     -   1.00000494  x   0.99995301  =   0.99995795
 HV4536!SPC MD       -   1.00000494  x   0.99995091  =   0.99995585
 HV4536!UTM  18      -   1.00000494  x   0.99998639  =   0.99999133
 HV4536
 HV4536                          SUPERSEDED SURVEY CONTROL
 HV4536
 HV4536  NAD 83(1993)-  38 47 31.55532(N)    077 02 22.50270(W) AD(       ) 2
 HV4536  NAD 83(1986)-  38 47 31.55548(N)    077 02 22.51376(W) AD(       ) 2
 HV4536  NAD 27      -  38 47 31.13900(N)    077 02 23.59400(W) AD(       ) 2
 HV4536
 HV4536.Superseded values are not recommended for survey control.
 HV4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4536.See file dsdata.txt to determine how the superseded data were derived.
 HV4536
 HV4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2286595682(NAD 83)
 HV4536
 HV4536  HISTORY     - Date     Condition        Report By
 HV4536  HISTORY     - 1924     MONUMENTED       USE
 HV4536  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4536
 HV4536                          STATION DESCRIPTION
 HV4536
 HV4536'DESCRIBED BY US ENGINEERS 1924 (EWF)
 HV4536'A TEMPORARY MARK ON THE SOUTHERNMOST RAILWAY FOR ELECTRIC CRANE
 HV4536'AT THE ALEXANDRIA SHIPYARD AT JONES POINT.
 HV4536
 HV4536                          STATION RECOVERY (1996)
 HV4536
 HV4536'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1710 ***********************************************************************
 GX1710  DESIGNATION -  AA
 GX1710  PID         -  GX1710
 GX1710  STATE/COUNTY-  VA/BUCHANAN
 GX1710  USGS QUAD   -  PATTERSON (1977)
 GX1710
 GX1710                         *CURRENT SURVEY CONTROL
 GX1710  ___________________________________________________________________
 GX1710* NAD 83(1986)-  37 15 34.     (N)    081 55 48.     (W)     SCALED    
 GX1710* NAVD 88     -       469.962  (meters)    1541.87   (feet)  ADJUSTED  
 GX1710  ___________________________________________________________________
 GX1710  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GX1710  DYNAMIC HT  -         469.564 (meters)    1540.56  (feet)  COMP
 GX1710  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 GX1710
 GX1710  VERT ORDER  -  SECOND    CLASS 0
 GX1710
 GX1710.The horizontal coordinates were scaled from a topographic map and have
 GX1710.an estimated accuracy of +/- 6 seconds.
 GX1710
 GX1710.The orthometric height was determined by differential leveling
 GX1710.and adjusted by the National Geodetic Survey in June 1991..
 GX1710
 GX1710.The geoid height was determined by GEOID03.
 GX1710
 GX1710.The dynamic height is computed by dividing the NAVD 88
 GX1710.geopotential number by the normal gravity value computed on the
 GX1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1710.degrees latitude (g = 980.6199 gals.).
 GX1710
 GX1710.The modeled gravity was interpolated from observed gravity values.
 GX1710
 GX1710;                    North         East    Units  Estimated Accuracy
 GX1710;SPC VA S     - 1,108,300.    3,195,810.      MT  (+/- 180 meters Scaled)
 GX1710
 GX1710                          SUPERSEDED SURVEY CONTROL
 GX1710
 GX1710  NGVD 29 (??/??/92)  470.129  (m)         1542.41   (f) ADJ UNCH    2 0
 GX1710
 GX1710.Superseded values are not recommended for survey control.
 GX1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1710.See file dsdata.txt to determine how the superseded data were derived.
 GX1710
 GX1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB175240(NAD 83)
 GX1710_MARKER: N = NAIL
 GX1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1710_SP_SET: TREE
 GX1710_STAMPING: A A
 GX1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1710
 GX1710  HISTORY     - Date     Condition        Report By
 GX1710  HISTORY     - UNK      MONUMENTED       CGS
 GX1710  HISTORY     - 1958     GOOD             NGS
 GX1710
 GX1710                          STATION DESCRIPTION
 GX1710
 GX1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1710'2.2 MI NW FROM PILGRIM KNOB.
 GX1710'2.15 MILES NORTHWEST ALONG ROAD NO. 638 FROM THE JUNCTION OF ROAD
 GX1710'NO. 680 AND THE POST OFFICE AT PILGRIM KNOB, 0.15 MILE NORTHWEST
 GX1710'OF A TRIPLE PIPE CULVERT FOR SPRUCEPINE BRANCH UNDER THE ROAD,
 GX1710'20 FEET NORTH OF CENTER LINE OF ROAD, A NAIL AND WASHER IN TOP
 GX1710'OF THE SOUTHWEST ROOT OF A 24-INCH HEMLOCK TREE, AND ABOUT 1 1/2
 GX1710'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0876 ***********************************************************************
 HW0876  DESIGNATION -  AA 137
 HW0876  PID         -  HW0876
 HW0876  STATE/COUNTY-  VA/ROCKINGHAM
 HW0876  USGS QUAD   -  ELKTON WEST (1987)
 HW0876
 HW0876                         *CURRENT SURVEY CONTROL
 HW0876  ___________________________________________________________________
 HW0876* NAD 83(1986)-  38 24 41.     (N)    078 39 00.     (W)     SCALED    
 HW0876* NAVD 88     -       298.831  (meters)     980.41   (feet)  ADJUSTED  
 HW0876  ___________________________________________________________________
 HW0876  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HW0876  DYNAMIC HT  -         298.618 (meters)     979.72  (feet)  COMP
 HW0876  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 HW0876
 HW0876  VERT ORDER  -  SECOND    CLASS 0
 HW0876
 HW0876.The horizontal coordinates were scaled from a topographic map and have
 HW0876.an estimated accuracy of +/- 6 seconds.
 HW0876
 HW0876.The orthometric height was determined by differential leveling
 HW0876.and adjusted by the National Geodetic Survey in June 1991..
 HW0876
 HW0876.The geoid height was determined by GEOID03.
 HW0876
 HW0876.The dynamic height is computed by dividing the NAVD 88
 HW0876.geopotential number by the normal gravity value computed on the
 HW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0876.degrees latitude (g = 980.6199 gals.).
 HW0876
 HW0876.The modeled gravity was interpolated from observed gravity values.
 HW0876
 HW0876;                    North         East    Units  Estimated Accuracy
 HW0876;SPC VA N     - 2,082,670.    3,486,900.      MT  (+/- 180 meters Scaled)
 HW0876
 HW0876                          SUPERSEDED SURVEY CONTROL
 HW0876
 HW0876  NGVD 29 (??/??/92)  298.994  (m)          980.95   (f) ADJ UNCH    2 0
 HW0876
 HW0876.Superseded values are not recommended for survey control.
 HW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0876.See file dsdata.txt to determine how the superseded data were derived.
 HW0876
 HW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC051540(NAD 83)
 HW0876_MARKER: DB = BENCH MARK DISK
 HW0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0876_SP_SET: BRIDGE
 HW0876_STAMPING: AA 137 1935
 HW0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0876
 HW0876  HISTORY     - Date     Condition        Report By
 HW0876  HISTORY     - 1935     MONUMENTED       CGS
 HW0876  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0876  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0876
 HW0876                          STATION DESCRIPTION
 HW0876
 HW0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0876'1.6 MI W FROM ELKTON.
 HW0876'1.6 MILES WEST ALONG STATE HIGHWAY 4 AND COUNTY ROAD 637 FROM THE
 HW0876'NORFOLK AND WESTERN RAILWAY STATION AT ELKTON, ROCKINGHAM COUNTY,
 HW0876'0.8 MILE EAST OF EAST POINT, AT A BRIDGE OVER A SMALL CREEK, IN
 HW0876'THE TOP OF THE SOUTH WING WALL OF THE EAST ABUTMENT, AND 6 FEET
 HW0876'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK.
 HW0876
 HW0876                          STATION RECOVERY (1968)
 HW0876
 HW0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0876'MARK NOT FOUND.
 HW0876
 HW0876                          STATION RECOVERY (1998)
 HW0876
 HW0876'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1225 ***********************************************************************
 FZ1225  DESIGNATION -  AA 2
 FZ1225  PID         -  FZ1225
 FZ1225  STATE/COUNTY-  VA/WASHINGTON
 FZ1225  USGS QUAD   -  ABINGDON (1991)
 FZ1225
 FZ1225                         *CURRENT SURVEY CONTROL
 FZ1225  ___________________________________________________________________
 FZ1225* NAD 83(1986)-  36 41 16.     (N)    081 56 24.     (W)     SCALED    
 FZ1225* NAVD 88     -       592.464  (meters)    1943.78   (feet)  ADJUSTED  
 FZ1225  ___________________________________________________________________
 FZ1225  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ1225  DYNAMIC HT  -         591.918 (meters)    1941.98  (feet)  COMP
 FZ1225  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FZ1225
 FZ1225  VERT ORDER  -  SECOND    CLASS 0
 FZ1225
 FZ1225.The horizontal coordinates were scaled from a topographic map and have
 FZ1225.an estimated accuracy of +/- 6 seconds.
 FZ1225
 FZ1225.The orthometric height was determined by differential leveling
 FZ1225.and adjusted by the National Geodetic Survey in June 1991..
 FZ1225
 FZ1225.The geoid height was determined by GEOID03.
 FZ1225
 FZ1225.The dynamic height is computed by dividing the NAVD 88
 FZ1225.geopotential number by the normal gravity value computed on the
 FZ1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1225.degrees latitude (g = 980.6199 gals.).
 FZ1225
 FZ1225.The modeled gravity was interpolated from observed gravity values.
 FZ1225
 FZ1225;                    North         East    Units  Estimated Accuracy
 FZ1225;SPC VA S     - 1,044,940.    3,192,620.      MT  (+/- 180 meters Scaled)
 FZ1225
 FZ1225                          SUPERSEDED SURVEY CONTROL
 FZ1225
 FZ1225  NGVD 29 (??/??/92)  592.576  (m)         1944.14   (f) ADJ UNCH    2 0
 FZ1225
 FZ1225.Superseded values are not recommended for survey control.
 FZ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1225.See file dsdata.txt to determine how the superseded data were derived.
 FZ1225
 FZ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA160606(NAD 83)
 FZ1225_MARKER: DB = BENCH MARK DISK
 FZ1225_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1225_SP_SET: LIMESTONE OUTCROP
 FZ1225_STAMPING: AA 2 1935
 FZ1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1225+STABILITY: POSITION/ELEVATION WELL
 FZ1225
 FZ1225  HISTORY     - Date     Condition        Report By
 FZ1225  HISTORY     - 1935     MONUMENTED       CGS
 FZ1225
 FZ1225                          STATION DESCRIPTION
 FZ1225
 FZ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1225'2.8 MI SE FROM ABINGDON.
 FZ1225'2.8 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ1225'THE STATION AT ABINGDON, WASHINGTON COUNTY, 0.2 MILE SOUTH OF
 FZ1225'MILEPOST A 3, 6.7 FEET WEST OF THE WEST RAIL, IN THE TOP OF A
 FZ1225'LIMESTONE OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FZ1225'STAMPED AA 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3044 ***********************************************************************
 HV3044  DESIGNATION -  AA 232
 HV3044  PID         -  HV3044
 HV3044  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3044  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3044
 HV3044                         *CURRENT SURVEY CONTROL
 HV3044  ___________________________________________________________________
 HV3044* NAD 83(1986)-  38 18 38.     (N)    077 27 56.     (W)     SCALED    
 HV3044* NAVD 88     -        15.177  (meters)      49.79   (feet)  ADJUSTED  
 HV3044  ___________________________________________________________________
 HV3044  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV3044  DYNAMIC HT  -          15.167 (meters)      49.76  (feet)  COMP
 HV3044  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 HV3044
 HV3044  VERT ORDER  -  SECOND    CLASS 0
 HV3044
 HV3044.The horizontal coordinates were scaled from a topographic map and have
 HV3044.an estimated accuracy of +/- 6 seconds.
 HV3044
 HV3044.The orthometric height was determined by differential leveling
 HV3044.and adjusted by the National Geodetic Survey in June 1991..
 HV3044
 HV3044.The geoid height was determined by GEOID03.
 HV3044
 HV3044.The dynamic height is computed by dividing the NAVD 88
 HV3044.geopotential number by the normal gravity value computed on the
 HV3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3044.degrees latitude (g = 980.6199 gals.).
 HV3044
 HV3044.The modeled gravity was interpolated from observed gravity values.
 HV3044
 HV3044;                    North         East    Units  Estimated Accuracy
 HV3044;SPC VA N     - 2,071,980.    3,590,470.      MT  (+/- 180 meters Scaled)
 HV3044
 HV3044                          SUPERSEDED SURVEY CONTROL
 HV3044
 HV3044  NGVD 29 (??/??/??)   15.451  (m)           50.69   (f) ADJUSTED    2 0
 HV3044
 HV3044.Superseded values are not recommended for survey control.
 HV3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3044.See file dsdata.txt to determine how the superseded data were derived.
 HV3044
 HV3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH844431(NAD 83)
 HV3044_MARKER: DB = BENCH MARK DISK
 HV3044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3044_SP_SET: CONC FLOOR
 HV3044_STAMPING: AA 232 1941
 HV3044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3044
 HV3044  HISTORY     - Date     Condition        Report By
 HV3044  HISTORY     - 1941     MONUMENTED       CGS
 HV3044  HISTORY     - 1960     GOOD             CGS
 HV3044  HISTORY     - 1961     GOOD             CGS
 HV3044  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3044
 HV3044                          STATION DESCRIPTION
 HV3044
 HV3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3044'AT FREDERICKSBURG.
 HV3044'AT FREDERICKSBURG, 0.8 MILE NORTH ALONG PRINCESS ANNE STREET
 HV3044'(HIGHWAY 1) FROM THE POST OFFICE, 46 FEET NORTH-NORTHWEST OF
 HV3044'THE NORTH-NORTHWEST CURB OF FORD STREET, 21.4 FEET WEST-SOUTHWEST
 HV3044'OF THE WEST-SOUTHWEST CURB OF PRINCESS ANNE STREET, AT THE
 HV3044'CROSSING OF PRINCESS ANNE STREET OVER A CANAL AND IN THE CONCRETE
 HV3044'FLOOR OVER THE CANAL GATES, ABOUT LEVEL WITH PRINCESS ANNE
 HV3044'STREET.
 HV3044
 HV3044                          STATION RECOVERY (1961)
 HV3044
 HV3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HV3044'RECOVERED IN GOOD CONDITION.
 HV3044
 HV3044                          STATION RECOVERY (1998)
 HV3044
 HV3044'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7968 ***********************************************************************
 HV7968  DESIGNATION -  AA 232 RESET 1980
 HV7968  PID         -  HV7968
 HV7968  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV7968  USGS QUAD   -  FREDERICKSBURG (1994)
 HV7968
 HV7968                         *CURRENT SURVEY CONTROL
 HV7968  ___________________________________________________________________
 HV7968* NAD 83(1986)-  38 18 37.     (N)    077 27 56.     (W)     SCALED    
 HV7968* NAVD 88     -        15.222  (meters)      49.94   (feet)  ADJUSTED  
 HV7968  ___________________________________________________________________
 HV7968  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV7968  DYNAMIC HT  -          15.212 (meters)      49.91  (feet)  COMP
 HV7968  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 HV7968
 HV7968  VERT ORDER  -  FIRST     CLASS II
 HV7968
 HV7968.The horizontal coordinates were scaled from a topographic map and have
 HV7968.an estimated accuracy of +/- 6 seconds.
 HV7968
 HV7968.The orthometric height was determined by differential leveling
 HV7968.and adjusted by the National Geodetic Survey in June 1991..
 HV7968
 HV7968.The geoid height was determined by GEOID03.
 HV7968
 HV7968.The dynamic height is computed by dividing the NAVD 88
 HV7968.geopotential number by the normal gravity value computed on the
 HV7968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7968.degrees latitude (g = 980.6199 gals.).
 HV7968
 HV7968.The modeled gravity was interpolated from observed gravity values.
 HV7968
 HV7968;                    North         East    Units  Estimated Accuracy
 HV7968;SPC VA N     - 2,071,950.    3,590,470.      MT  (+/- 180 meters Scaled)
 HV7968
 HV7968                          SUPERSEDED SURVEY CONTROL
 HV7968
 HV7968  NGVD 29 (??/??/??)   15.50   (m)           50.9    (f) RESET       3  
 HV7968
 HV7968.Superseded values are not recommended for survey control.
 HV7968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7968.See file dsdata.txt to determine how the superseded data were derived.
 HV7968
 HV7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH844431(NAD 83)
 HV7968_MARKER: DB = BENCH MARK DISK
 HV7968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7968_STAMPING: AA 232 RESET 1980
 HV7968_MARK LOGO: NGS   
 HV7968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7968+STABILITY: SURFACE MOTION
 HV7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7968+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2002
 HV7968
 HV7968  HISTORY     - Date     Condition        Report By
 HV7968  HISTORY     - 1980     MONUMENTED       NGS
 HV7968  HISTORY     - 1984     GOOD             NGS
 HV7968  HISTORY     - 19981103 GOOD             USPSQD
 HV7968  HISTORY     - 20020228 GOOD             USE
 HV7968  HISTORY     - 20031218 GOOD             GEOCAC
 HV7968
 HV7968                          STATION DESCRIPTION
 HV7968
 HV7968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HV7968'AT FREDERICKSBURG.
 HV7968'AT FREDERICKSBURG, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 HV7968'PRINCESS ANNE AND FORD STREETS IN FREDERICKSBURG, 0.95 MILE NORTH OF
 HV7968'THE POST OFFICE, 3.3 FEET EAST OF POWERLINE POLE LC31, 2.2 FEET SOUTH
 HV7968'OF THE SOUTH CURB OF FORD STREET, 35.5 FEET WEST OF THE WEST CURB OF
 HV7968'PRINCESS ANNE STREET AND ABOUT 150 FEET SOUTH OF OLD CANAL GATE, IN
 HV7968'GRASSY AREA BETWEEN SIDEWALK AND CURB, AND LEVEL WITH THE STREET.
 HV7968
 HV7968                          STATION RECOVERY (1984)
 HV7968
 HV7968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV7968'RECOVERED IN GOOD CONDITION, THE 1980 DESCRIPTION IS ADEQUATE EXCEPT
 HV7968'MARK IS 1.2 KM (0.75 MI) NORTHWEST ALONG PRINCESS ANNE STREET FROM THE
 HV7968'CITY HALL (FORMERLY THE POST OFFICE).
 HV7968
 HV7968                          STATION RECOVERY (1998)
 HV7968
 HV7968'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7968'RECOVERED IN GOOD CONDITION.
 HV7968
 HV7968                          STATION RECOVERY (2002)
 HV7968
 HV7968'RECOVERY NOTE BY US ENGINEERS 2002 (RWS)
 HV7968'RECOVERED IN GOOD CONDITION.
 HV7968
 HV7968                          STATION RECOVERY (2003)
 HV7968
 HV7968'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV7968'LOCATED AS DESCRIBED AND ACROSS PRINCESS ANNE STREET FROM
 HV7968'FREDERICKSBURG COLONIAL INN AND ON SAME BLOCK AS POPEYE'S FAST FOOD
 HV7968'RESTAURANT.
 HV7968' 
 HV7968'DISK IS RECESSED SEVERAL INCHES BELOW GRADE.
 HV7968' 
 HV7968'HANDHELD GPS COORDINATES - N38 18 38.1, W077 27 55.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1224 ***********************************************************************
 FZ1224  DESIGNATION -  AA 3
 FZ1224  PID         -  FZ1224
 FZ1224  STATE/COUNTY-  VA/WASHINGTON
 FZ1224  USGS QUAD   -  ABINGDON (1991)
 FZ1224
 FZ1224                         *CURRENT SURVEY CONTROL
 FZ1224  ___________________________________________________________________
 FZ1224* NAD 83(1986)-  36 40 39.     (N)    081 56 00.     (W)     SCALED    
 FZ1224* NAVD 88     -       589.873  (meters)    1935.28   (feet)  ADJUSTED  
 FZ1224  ___________________________________________________________________
 FZ1224  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1224  DYNAMIC HT  -         589.330 (meters)    1933.49  (feet)  COMP
 FZ1224  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 FZ1224
 FZ1224  VERT ORDER  -  SECOND    CLASS 0
 FZ1224
 FZ1224.The horizontal coordinates were scaled from a topographic map and have
 FZ1224.an estimated accuracy of +/- 6 seconds.
 FZ1224
 FZ1224.The orthometric height was determined by differential leveling
 FZ1224.and adjusted by the National Geodetic Survey in June 1991..
 FZ1224
 FZ1224.The geoid height was determined by GEOID03.
 FZ1224
 FZ1224.The dynamic height is computed by dividing the NAVD 88
 FZ1224.geopotential number by the normal gravity value computed on the
 FZ1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1224.degrees latitude (g = 980.6199 gals.).
 FZ1224
 FZ1224.The modeled gravity was interpolated from observed gravity values.
 FZ1224
 FZ1224;                    North         East    Units  Estimated Accuracy
 FZ1224;SPC VA S     - 1,043,770.    3,193,170.      MT  (+/- 180 meters Scaled)
 FZ1224
 FZ1224                          SUPERSEDED SURVEY CONTROL
 FZ1224
 FZ1224  NGVD 29 (??/??/92)  589.983  (m)         1935.64   (f) ADJ UNCH    2 0
 FZ1224
 FZ1224.Superseded values are not recommended for survey control.
 FZ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1224.See file dsdata.txt to determine how the superseded data were derived.
 FZ1224
 FZ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA166595(NAD 83)
 FZ1224_MARKER: DB = BENCH MARK DISK
 FZ1224_SETTING: 0 = UNSPECIFIED SETTING
 FZ1224_STAMPING: AA 3 1935
 FZ1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1224
 FZ1224  HISTORY     - Date     Condition        Report By
 FZ1224  HISTORY     - 1935     MONUMENTED       CGS
 FZ1224  HISTORY     - 1974     GOOD             TVA
 FZ1224
 FZ1224                          STATION DESCRIPTION
 FZ1224
 FZ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1224'AT WATAUGA.
 FZ1224'AT WATAUGA, WASHINGTON COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 FZ1224'0.1 MILES SOUTHEAST OF THE GRADE CROSSING OF COUNTY ROAD 677, 2
 FZ1224'MILES NORTHEAST OF (BRISTOL, VA.) WATER TREATMENT PLANT, 75 FEET
 FZ1224'NORTHEAST OF THE 4TH TELEPHONE POLE SOUTHEAST OF A GRADE CROSSING
 FZ1224'OF COUNTY ROAD 677, 75 FEET NORTHWEST OF THE 5TH TELEPHONE
 FZ1224'POLE SOUTHEAST OF A GRADE CROSSING OF COUNTY ROAD 677, 19.4 FEET
 FZ1224'NORTH OF NORTH RAIL AND 1 FOOT BELOW THE TRACK, 4-1/2 FEET SOUTH
 FZ1224'OF METAL WITNESS POST.  A STANDARD DISK, STAMPED AA 3 1935.
 FZ1224
 FZ1224                          STATION RECOVERY (1974)
 FZ1224
 FZ1224'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 FZ1224'SW-25.2 FT. FROM-28 IN. WALNUT TVA NAIL WASHER S-E-16.0 FT. FROM-20
 FZ1224'IN. HICKORY TVA NAIL WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1223 ***********************************************************************
 FZ1223  DESIGNATION -  AA 4
 FZ1223  PID         -  FZ1223
 FZ1223  STATE/COUNTY-  VA/WASHINGTON
 FZ1223  USGS QUAD   -  ABINGDON (1991)
 FZ1223
 FZ1223                         *CURRENT SURVEY CONTROL
 FZ1223  ___________________________________________________________________
 FZ1223* NAD 83(1986)-  36 40 36.     (N)    081 54 59.     (W)     SCALED    
 FZ1223* NAVD 88     -       572.953  (meters)    1879.76   (feet)  ADJUSTED  
 FZ1223  ___________________________________________________________________
 FZ1223  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1223  DYNAMIC HT  -         572.427 (meters)    1878.04  (feet)  COMP
 FZ1223  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 FZ1223
 FZ1223  VERT ORDER  -  SECOND    CLASS 0
 FZ1223
 FZ1223.The horizontal coordinates were scaled from a topographic map and have
 FZ1223.an estimated accuracy of +/- 6 seconds.
 FZ1223
 FZ1223.The orthometric height was determined by differential leveling
 FZ1223.and adjusted by the National Geodetic Survey in June 1991..
 FZ1223
 FZ1223.The geoid height was determined by GEOID03.
 FZ1223
 FZ1223.The dynamic height is computed by dividing the NAVD 88
 FZ1223.geopotential number by the normal gravity value computed on the
 FZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1223.degrees latitude (g = 980.6199 gals.).
 FZ1223
 FZ1223.The modeled gravity was interpolated from observed gravity values.
 FZ1223
 FZ1223;                    North         East    Units  Estimated Accuracy
 FZ1223;SPC VA S     - 1,043,630.    3,194,680.      MT  (+/- 180 meters Scaled)
 FZ1223
 FZ1223                          SUPERSEDED SURVEY CONTROL
 FZ1223
 FZ1223  NGVD 29 (??/??/92)  573.063  (m)         1880.12   (f) ADJ UNCH    2 0
 FZ1223
 FZ1223.Superseded values are not recommended for survey control.
 FZ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1223.See file dsdata.txt to determine how the superseded data were derived.
 FZ1223
 FZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA181593(NAD 83)
 FZ1223_MARKER: DB = BENCH MARK DISK
 FZ1223_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1223_SP_SET: ROCK CUT
 FZ1223_STAMPING: AA 4 1935
 FZ1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1223+STABILITY: POSITION/ELEVATION WELL
 FZ1223
 FZ1223  HISTORY     - Date     Condition        Report By
 FZ1223  HISTORY     - 1935     MONUMENTED       CGS
 FZ1223  HISTORY     - 1960     MARK NOT FOUND   NGS
 FZ1223
 FZ1223                          STATION DESCRIPTION
 FZ1223
 FZ1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FZ1223'1.2 MI E FROM WATAUGA.
 FZ1223'1.2 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FZ1223'STATION AT WATAUGA, WASHINGTON COUNTY, 0.5 MILE EAST OF MILEPOST
 FZ1223'A 5, 5.2 FEET EAST OF THE EAST RAIL, IN A ROCK CUT, 31.6 FEET NORTH
 FZ1223'OF THE SOUTH END OF THE CUT, IN ROCK, AND LEVEL WITH THE TRACK.
 FZ1223'A STANDARD DISK, STAMPED AA 4 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1222 ***********************************************************************
 FZ1222  DESIGNATION -  AA 5
 FZ1222  PID         -  FZ1222
 FZ1222  STATE/COUNTY-  VA/WASHINGTON
 FZ1222  USGS QUAD   -  ABINGDON (1991)
 FZ1222
 FZ1222                         *CURRENT SURVEY CONTROL
 FZ1222  ___________________________________________________________________
 FZ1222* NAD 83(1986)-  36 39 39.     (N)    081 54 18.     (W)     SCALED    
 FZ1222* NAVD 88     -       547.154  (meters)    1795.12   (feet)  ADJUSTED  
 FZ1222  ___________________________________________________________________
 FZ1222  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1222  DYNAMIC HT  -         546.652 (meters)    1793.47  (feet)  COMP
 FZ1222  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FZ1222
 FZ1222  VERT ORDER  -  SECOND    CLASS 0
 FZ1222
 FZ1222.The horizontal coordinates were scaled from a topographic map and have
 FZ1222.an estimated accuracy of +/- 6 seconds.
 FZ1222
 FZ1222.The orthometric height was determined by differential leveling
 FZ1222.and adjusted by the National Geodetic Survey in June 1991..
 FZ1222
 FZ1222.The geoid height was determined by GEOID03.
 FZ1222
 FZ1222.The dynamic height is computed by dividing the NAVD 88
 FZ1222.geopotential number by the normal gravity value computed on the
 FZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1222.degrees latitude (g = 980.6199 gals.).
 FZ1222
 FZ1222.The modeled gravity was interpolated from observed gravity values.
 FZ1222
 FZ1222;                    North         East    Units  Estimated Accuracy
 FZ1222;SPC VA S     - 1,041,830.    3,195,630.      MT  (+/- 180 meters Scaled)
 FZ1222
 FZ1222                          SUPERSEDED SURVEY CONTROL
 FZ1222
 FZ1222  NGVD 29 (??/??/92)  547.266  (m)         1795.49   (f) ADJ UNCH    2 0
 FZ1222
 FZ1222.Superseded values are not recommended for survey control.
 FZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1222.See file dsdata.txt to determine how the superseded data were derived.
 FZ1222
 FZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA191576(NAD 83)
 FZ1222_MARKER: DB = BENCH MARK DISK
 FZ1222_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1222_SP_SET: LIMESTONE OUTCROP
 FZ1222_STAMPING: AA 5 1935
 FZ1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1222+STABILITY: POSITION/ELEVATION WELL
 FZ1222
 FZ1222  HISTORY     - Date     Condition        Report By
 FZ1222  HISTORY     - 1935     MONUMENTED       CGS
 FZ1222
 FZ1222                          STATION DESCRIPTION
 FZ1222
 FZ1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1222'2.1 MI NW FROM ALVARADO.
 FZ1222'2.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ1222'THE STATION AT ALVARADO, WASHINGTON COUNTY, 125 YARDS SOUTH OF
 FZ1222'MILEPOST A 7, OPPOSITE A CLIFF, 12.8 FEET EAST OF THE EAST RAIL,
 FZ1222'IN THE TOP OF A LIMESTONE OUTCROP, AND 6 INCHES HIGHER THAN THE
 FZ1222'TRACK.  A STANDARD DISK, STAMPED AA 5 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1221 ***********************************************************************
 FZ1221  DESIGNATION -  AA 6
 FZ1221  PID         -  FZ1221
 FZ1221  STATE/COUNTY-  VA/WASHINGTON
 FZ1221  USGS QUAD   -  ABINGDON (1991)
 FZ1221
 FZ1221                         *CURRENT SURVEY CONTROL
 FZ1221  ___________________________________________________________________
 FZ1221* NAD 83(1986)-  36 39 18.     (N)    081 53 51.     (W)     SCALED    
 FZ1221* NAVD 88     -       532.201  (meters)    1746.06   (feet)  ADJUSTED  
 FZ1221  ___________________________________________________________________
 FZ1221  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1221  DYNAMIC HT  -         531.711 (meters)    1744.46  (feet)  COMP
 FZ1221  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 FZ1221
 FZ1221  VERT ORDER  -  SECOND    CLASS 0
 FZ1221
 FZ1221.The horizontal coordinates were scaled from a topographic map and have
 FZ1221.an estimated accuracy of +/- 6 seconds.
 FZ1221
 FZ1221.The orthometric height was determined by differential leveling
 FZ1221.and adjusted by the National Geodetic Survey in June 1991..
 FZ1221
 FZ1221.The geoid height was determined by GEOID03.
 FZ1221
 FZ1221.The dynamic height is computed by dividing the NAVD 88
 FZ1221.geopotential number by the normal gravity value computed on the
 FZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1221.degrees latitude (g = 980.6199 gals.).
 FZ1221
 FZ1221.The modeled gravity was interpolated from observed gravity values.
 FZ1221
 FZ1221;                    North         East    Units  Estimated Accuracy
 FZ1221;SPC VA S     - 1,041,160.    3,196,280.      MT  (+/- 180 meters Scaled)
 FZ1221
 FZ1221                          SUPERSEDED SURVEY CONTROL
 FZ1221
 FZ1221  NGVD 29 (??/??/92)  532.309  (m)         1746.42   (f) ADJ UNCH    2 0
 FZ1221
 FZ1221.Superseded values are not recommended for survey control.
 FZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1221.See file dsdata.txt to determine how the superseded data were derived.
 FZ1221
 FZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA197569(NAD 83)
 FZ1221_MARKER: DB = BENCH MARK DISK
 FZ1221_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1221_SP_SET: LIMESTONE OUTCROP
 FZ1221_STAMPING: AA 6 1935
 FZ1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1221+STABILITY: POSITION/ELEVATION WELL
 FZ1221
 FZ1221  HISTORY     - Date     Condition        Report By
 FZ1221  HISTORY     - 1935     MONUMENTED       CGS
 FZ1221  HISTORY     - 1960     GOOD             NGS
 FZ1221
 FZ1221                          STATION DESCRIPTION
 FZ1221
 FZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FZ1221'1.1 MI NW FROM ALVARADO.
 FZ1221'1.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ1221'THE STATION AT ALVARADO, WASHINGTON COUNTY, 0.1 MILE EAST OF
 FZ1221'MILEPOST A 8, 62 YARDS WEST OF AN S RAILROAD SIGN, 6.7 FEET
 FZ1221'NORTH OF THE NORTH RAIL, OPPOSITE A ROCK CLIFF, IN THE TOP OF A
 FZ1221'LIMESTONE OUTCROP, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 FZ1221'STAMPED AA 6 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8763 ***********************************************************************
 HV8763  DESIGNATION -  AAFR
 HV8763  PID         -  HV8763
 HV8763  STATE/COUNTY-  VA/KING GEORGE
 HV8763  USGS QUAD   -  DAHLGREN (1983)
 HV8763
 HV8763                         *CURRENT SURVEY CONTROL
 HV8763  ___________________________________________________________________
 HV8763* NAD 83(1986)-  38 19 23.     (N)    077 01 23.     (W)     SCALED    
 HV8763* NAVD 88     -         3.953  (meters)      12.97   (feet)  ADJUSTED  
 HV8763  ___________________________________________________________________
 HV8763  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV8763  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 HV8763  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 HV8763
 HV8763  VERT ORDER  -  FIRST     CLASS I
 HV8763
 HV8763.The horizontal coordinates were scaled from a topographic map and have
 HV8763.an estimated accuracy of +/- 6 seconds.
 HV8763
 HV8763.The orthometric height was determined by differential leveling
 HV8763.and adjusted by the National Geodetic Survey in June 1991..
 HV8763
 HV8763.The geoid height was determined by GEOID03.
 HV8763
 HV8763.The dynamic height is computed by dividing the NAVD 88
 HV8763.geopotential number by the normal gravity value computed on the
 HV8763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8763.degrees latitude (g = 980.6199 gals.).
 HV8763
 HV8763.The modeled gravity was interpolated from observed gravity values.
 HV8763
 HV8763;                    North         East    Units  Estimated Accuracy
 HV8763;SPC VA N     - 2,073,900.    3,629,140.      MT  (+/- 180 meters Scaled)
 HV8763
 HV8763                          SUPERSEDED SURVEY CONTROL
 HV8763
 HV8763  NGVD 29 (05/17/90)    4.187  (m)           13.74   (f) ADJUSTED    1 1
 HV8763
 HV8763.Superseded values are not recommended for survey control.
 HV8763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8763.See file dsdata.txt to determine how the superseded data were derived.
 HV8763
 HV8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH231435(NAD 83)
 HV8763_MARKER: I = METAL ROD
 HV8763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV8763_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV8763_STAMPING: AAFR 1990
 HV8763_MARK LOGO: NGS   
 HV8763_PROJECTION: FLUSH
 HV8763_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV8763+STABILITY: POSITION/ELEVATION WELL
 HV8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8763+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV8763_ROD/PIPE-DEPTH: 11.0 meters
 HV8763_SLEEVE-DEPTH  : 1.0 meters
 HV8763
 HV8763  HISTORY     - Date     Condition        Report By
 HV8763  HISTORY     - 1990     MONUMENTED       NGS
 HV8763  HISTORY     - 19981210 GOOD             USPSQD
 HV8763  HISTORY     - 20031218 GOOD             USPSQD
 HV8763
 HV8763                          STATION DESCRIPTION
 HV8763
 HV8763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8763'THE STATION IS LOCATED AT THE NAVAL SURFACE WEAPONS CENTER, DAHLGREN,
 HV8763'VA, IN A LARGE GRASSY AREA BETWEEN A PAVED ROAD AND THE POTOMAC
 HV8763'RIVER.  OWNERSHIP---UNITED STATES GOVERNMENT.
 HV8763'TO REACH THE STATION FROM THE MAIN GATE AT THE NAVEL SURFACE WEAPONS
 HV8763'CENTER, GO EASTERLY FOR 1.1 KM (0.68 MI) ON DAHLGREN ROAD TO A GUARD
 HV8763'HOUSE.  CONTINUE EAST FOR 0.7 KM (0.43 MI) ON DAHLGREN ROAD, PASSING
 HV8763'THROUGH A 4 WAY INTERSECTION, TO A T-JUNCTION.  TURN LEFT AND GO
 HV8763'NORTHEAST FOR 50 METERS ON TISDALE ROAD TO A PAVED ROAD RIGHT.  TURN
 HV8763'RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.12 MI) ON THE PAVED ROAD TO A
 HV8763'PAVED ROAD RIGHT AND THE MAIN FIRING RANGE BUILDING NUMBER 186 AHEAD.
 HV8763'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.12 MI) ON THE PAVED ROAD TO A
 HV8763'PAVED ROAD LEFT, AT THE SOUTH END OF THE MAIN FIRING RANGE BUILDING.
 HV8763'TURN LEFT AND GO SOUTHEASTERLY FOR 0.4 KM (0.25 MI) ON THE PAVED
 HV8763'ROAD TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY FOR 0.2
 HV8763'KM (0.12 MI) ON THE PAVED ROAD TO THE STATION ON THE RIGHT IN A LARGE
 HV8763'GRASSY AREA BETWEEN THE POTOMAC RIVER AND THE ROAD.
 HV8763'THE STATION IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 HV8763'RECESSED 8 CM BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0
 HV8763'M (36.09 FT) IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0
 HV8763'METER ENCASED IN A PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH
 HV8763'WITH THE GROUND.  LOCATED 26.1 M (85.63 FT) WEST FROM A METAL SIGN
 HV8763'POST, 5.8 M (19.03 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 HV8763'ROAD, AND 0.7 M (2.30 FT) NORTH-NORTHEAST FROM A FIBERGLASS WITNESS
 HV8763'POST.
 HV8763'DESCRIBED BY K.L. FANCHER.
 HV8763'NOTE-TO GAIN ACCESS TO NAVAL GROUNDS CONTACT AL EVANS, BLDG K-13.
 HV8763
 HV8763                          STATION RECOVERY (1998)
 HV8763
 HV8763'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8763'RECOVERED IN GOOD CONDITION.
 HV8763
 HV8763                          STATION RECOVERY (2003)
 HV8763
 HV8763'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV8763'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4561 ***********************************************************************
 GV4561  DESIGNATION -  AARON SHOAL LIGHTHOUSE
 GV4561  PID         -  GV4561
 GV4561  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4561  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4561
 GV4561                         *CURRENT SURVEY CONTROL
 GV4561  ___________________________________________________________________
 GV4561* NAD 83(1993)-  37 00 47.61748(N)    076 33 00.55307(W)     ADJUSTED  
 GV4561* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV4561  ___________________________________________________________________
 GV4561  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 GV4561  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 GV4561
 GV4561  HORZ ORDER  -  THIRD
 GV4561
 GV4561.The horizontal coordinates were established by classical geodetic methods
 GV4561.and adjusted by the National Geodetic Survey in September 1995..
 GV4561
 GV4561.The orthometric height was scaled from a topographic map.
 GV4561
 GV4561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4561
 GV4561.The geoid height was determined by GEOID03.
 GV4561
 GV4561;                    North         East     Units Scale Factor Converg.
 GV4561;SPC VA S     - 1,077,242.608 3,673,510.502   MT  0.99996440   +1 11 00.3
 GV4561;SPC VA S     - 3,534,253.46 12,052,175.71   sFT  0.99996440   +1 11 00.3
 GV4561;UTM  18      - 4,097,462.919   362,092.647   MT  0.99983429   -0 56 00.0
 GV4561
 GV4561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4561!SPC VA S     -   1.00000524  x   0.99996440  =   0.99996964
 GV4561!UTM  18      -   1.00000524  x   0.99983429  =   0.99983953
 GV4561
 GV4561                          SUPERSEDED SURVEY CONTROL
 GV4561
 GV4561  NAD 83(1986)-  37 00 47.62241(N)    076 33 00.58646(W) AD(       ) 4
 GV4561  NAD 27      -  37 00 47.08400(N)    076 33 01.76500(W) AD(       ) 3
 GV4561
 GV4561.Superseded values are not recommended for survey control.
 GV4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4561.See file dsdata.txt to determine how the superseded data were derived.
 GV4561
 GV4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6209397463(NAD 83)
 GV4561_MARKER: 13 = LIGHTHOUSE
 GV4561
 GV4561  HISTORY     - Date     Condition        Report By
 GV4561  HISTORY     - 1909     FIRST OBSERVED   CGS
 GV4561  HISTORY     - 1942     GOOD             CGS
 GV4561
 GV4561                          STATION DESCRIPTION
 GV4561
 GV4561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4561'LOST.  LIGHTHOUSE NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5350 ***********************************************************************
 GV5350  DESIGNATION -  ABANDONED BEACON NR STA RUIN
 GV5350  PID         -  GV5350
 GV5350  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5350  USGS QUAD   -  WESTOVER (1994)
 GV5350
 GV5350                         *CURRENT SURVEY CONTROL
 GV5350  ___________________________________________________________________
 GV5350* NAD 83(1993)-  37 17 55.70050(N)    077 07 53.09283(W)     ADJUSTED  
 GV5350* NAVD 88     -                                                        
 GV5350  ___________________________________________________________________
 GV5350  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 GV5350  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 GV5350
 GV5350  HORZ ORDER  -  THIRD
 GV5350
 GV5350.The horizontal coordinates were established by classical geodetic methods
 GV5350.and adjusted by the National Geodetic Survey in September 1995..
 GV5350
 GV5350
 GV5350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5350
 GV5350.The geoid height was determined by GEOID03.
 GV5350
 GV5350;                    North         East     Units Scale Factor Converg.
 GV5350;SPC VA S     - 1,108,022.355 3,621,330.929   MT  0.99994612   +0 49 50.3
 GV5350;SPC VA S     - 3,635,236.68 11,880,983.22   sFT  0.99994612   +0 49 50.3
 GV5350;UTM  18      - 4,130,150.508   311,088.099   MT  1.00003963   -1 17 31.1
 GV5350
 GV5350                          SUPERSEDED SURVEY CONTROL
 GV5350
 GV5350  NAD 83(1993)-  37 17 55.70171(N)    077 07 53.09325(W) AD(       ) 4
 GV5350  NAD 83(1986)-  37 17 55.70543(N)    077 07 53.11085(W) AD(       ) 4
 GV5350  NAD 27      -  37 17 55.17400(N)    077 07 54.20600(W) AD(       ) 3
 GV5350
 GV5350.Superseded values are not recommended for survey control.
 GV5350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5350.See file dsdata.txt to determine how the superseded data were derived.
 GV5350
 GV5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1108830151(NAD 83)
 GV5350_MARKER: 16 = DAYBEACON
 GV5350
 GV5350  HISTORY     - Date     Condition        Report By
 GV5350  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5350  HISTORY     - 1942     GOOD             CGS
 GV5350  HISTORY     - 1948     GOOD             CGS
 GV5350  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5350  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5350
 GV5350                          STATION DESCRIPTION
 GV5350
 GV5350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5350'THIS INTERSECTION STATION IS THE OFFSHORE PILE OF THREE,
 GV5350'SUPPORTING A BLACK DAY BEACON WHICH HAS EVIDENTLY BEEN ABANDONED.
 GV5350'BEACON IS ABOUT 50 YARDS OFFSHORE N BY E OF THE POINT ON
 GV5350'WHICH STATION RUIN IS LOCATED.
 GV5350
 GV5350                          STATION RECOVERY (1942)
 GV5350
 GV5350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5350'1942 DESCRIPTION ADEQUATE.
 GV5350
 GV5350                          STATION RECOVERY (1948)
 GV5350
 GV5350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5350'STATION WAS RECOVERED AND USED AS A HYDROGRAPHIC SIGNAL IN
 GV5350'1948.  HOWEVER, THE STRUCTURE IS OUT OF PLUMB AND THE POINT
 GV5350'IS CONSIDERED NOT OF TRIANGULATION ACCURACY.
 GV5350
 GV5350                          STATION RECOVERY (1998)
 GV5350
 GV5350'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5350'MARK NOT FOUND.
 GV5350
 GV5350                          STATION RECOVERY (2003)
 GV5350
 GV5350'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3413 ***********************************************************************
 GX3413  DESIGNATION -  ABBS
 GX3413  PID         -  GX3413
 GX3413  STATE/COUNTY-  VA/TAZEWELL
 GX3413  USGS QUAD   -  BRAMWELL (1979)
 GX3413
 GX3413                         *CURRENT SURVEY CONTROL
 GX3413  ___________________________________________________________________
 GX3413* NAD 83(1993)-  37 16 08.66888(N)    081 21 57.46140(W)     ADJUSTED  
 GX3413* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 GX3413  ___________________________________________________________________
 GX3413  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 GX3413  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GX3413
 GX3413  HORZ ORDER  -  SECOND
 GX3413
 GX3413.The horizontal coordinates were established by classical geodetic methods
 GX3413.and adjusted by the National Geodetic Survey in December 1995..
 GX3413
 GX3413.The orthometric height was scaled from a topographic map.
 GX3413
 GX3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3413
 GX3413.The geoid height was determined by GEOID03.
 GX3413
 GX3413;                    North         East     Units Scale Factor Converg.
 GX3413;SPC VA S     - 1,107,701.521 3,245,850.260   MT  0.99994687   -1 44 21.9
 GX3413;SPC VA S     - 3,634,184.07 10,649,093.73   sFT  0.99994687   -1 44 21.9
 GX3413;SPC WV S     -    29,928.818   567,538.688   MT  1.00005224   -0 13 34.4
 GX3413;UTM  17      - 4,124,785.129   467,553.224   MT  0.99961297   -0 13 17.8
 GX3413
 GX3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3413!SPC VA S     -   0.99985892  x   0.99994687  =   0.99980579
 GX3413!SPC WV S     -   0.99985892  x   1.00005224  =   0.99991115
 GX3413!UTM  17      -   0.99985892  x   0.99961297  =   0.99947194
 GX3413
 GX3413|---------------------------------------------------------------------|
 GX3413| PID    Reference Object                     Distance      Geod. Az  |
 GX3413|                                                           dddmmss.s |
 GX3413| DC3695 ABBS RM 1                            14.073 METERS 09339     |
 GX3413| DC3694 ABBS AZ MK                                         2240647.7 |
 GX3413| DC3696 ABBS RM 2                             7.053 METERS 31254     |
 GX3413| GX3416 KEYSTONE                            APPROX.19.1 KM 3323850.0 |
 GX3413|---------------------------------------------------------------------|
 GX3413
 GX3413                          SUPERSEDED SURVEY CONTROL
 GX3413
 GX3413  NAD 83(1993)-  37 16 08.66880(N)    081 21 57.45750(W) AD(       ) 2
 GX3413  NAD 83(1993)-  37 16 08.67785(N)    081 21 57.45901(W) AD(       ) 2
 GX3413  NAD 83(1986)-  37 16 08.67708(N)    081 21 57.46014(W) AD(       ) 2
 GX3413  NAD 27      -  37 16 08.25825(N)    081 21 58.09005(W) AD(       ) 2
 GX3413
 GX3413.Superseded values are not recommended for survey control.
 GX3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3413.See file dsdata.txt to determine how the superseded data were derived.
 GX3413
 GX3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6755324785(NAD 83)
 GX3413_MARKER: DS = TRIANGULATION STATION DISK
 GX3413_SETTING: 80 = SET IN A BOULDER
 GX3413_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GX3413
 GX3413  HISTORY     - Date     Condition        Report By
 GX3413  HISTORY     - 1934     MONUMENTED       CGS
 GX3413  HISTORY     - 1950     GOOD             CGS
 GX3413  HISTORY     - 1982     GOOD             LOCSUR
 GX3413
 GX3413                          STATION DESCRIPTION
 GX3413
 GX3413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3413'STATION IS LOCATED ON A BARE SUMMIT OF THE FIRST RANGE OF HILLS
 GX3413'S OF ABBS VALLEY, 1-1/4 MILES SE OF THE TOWN OF BOISSEVAIN,
 GX3413'1-1/2 MILES NE ALONG RANGE FROM STATION BOISSEVAIN, AND 3
 GX3413'MILES SW OF POCAHONTAS.
 GX3413'
 GX3413'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GX3413'BRONZE DISKS SET IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 GX3413'
 GX3413'REFERENCE MARK NO. 1 IS ENE OF STATION ON SLOPE OF PASTURE
 GX3413'6 FEET N OF FENCE LINE, AND 5 FEET NW OF 6-INCH LOCUST.
 GX3413'
 GX3413'REFERENCE MARK NO. 2 IS WNW OF STATION ON SLOPE OF PASTURE,
 GX3413'10 FEET N OF FENCE.
 GX3413'
 GX3413'AZIMUTH MARK IS ABOUT 125 YARDS SW OF STATION AT EDGE OF WOODS,
 GX3413'10 FEET SW OF 12-INCH RED OAK.
 GX3413'
 GX3413'TO REACH FROM POCAHONTAS, TAKE THE BOISSEVAIN ROAD FROM THE
 GX3413'MAIN CORNER, A DISTANCE OF 3.4 MILES, KEEP MAIN ROAD STRAIGHT
 GX3413'AHEAD FOR 0.65 MILES AND TURN LEFT ON T-ROAD, FOLLOW 0.55
 GX3413'MILE AND TURN LEFT UP STEEP ROAD.  CONTINUE 0.5 MILE TO A GATE
 GX3413'AT GAP, WHICH IS THE END OF TRUCK TRAVEL.  THE STATION IS
 GX3413'LOCATED ON THE HIGHEST PART OF THE CULTIVATED FIELD, ABOUT
 GX3413'1/3 MILE SSE OF THIS GAP, 4 FEET S OF FENCE LINE, 57 FEET ESE
 GX3413'OF FENCE CORNER, AND ABOUT 75 FEET E OF TRIANGULAR-BLAZED
 GX3413'WALNUT.
 GX3413'
 GX3413'A 4-FOOT STAND REQUIRED.
 GX3413
 GX3413                          STATION RECOVERY (1950)
 GX3413
 GX3413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 GX3413'ALL MARKS RECOVERED AS DESCRIBED, AND FOUND TO BE IN GOOD
 GX3413'CONDITION.  ORIGINAL (TO REACH) FOUND INACCURATE, NEW TO
 GX3413'REACH AS FOLLOWS-
 GX3413'
 GX3413'TO REACH FROM BOISSEVAIN, VIRGINIA, GO SOUTH ON MAIN STREET,
 GX3413'(ST. HGWY. 92) FROM BOISSEVAIN METHODIST CHURCH FOR 0.64
 GX3413'MILES TO WHERE MAIN ROAD TURNS SHARP RIGHT.  FOLLOW MAIN ROAD
 GX3413'FOR 70 FEET, TURN LEFT, SOUTH ON DIRT ROAD.  GO 0.55 MILES AND
 GX3413'TURN LEFT UP STEEP ROAD, CONTINUE 0.5 MILES TO A GATE AT GAP,
 GX3413'WHICH IS THE END OF TRUCK TRAVEL.
 GX3413'
 GX3413'THE STATION IS LOCATED ON THE HIGHEST PART OF THE CULTIVATED
 GX3413'FIELD, ABOUT 1/3 MILES SSE OF THIS GAP, 4 FEET SOUTH OF
 GX3413'FENCE LINE, 57 FEET ESE OF FENCE CORNER, AND ABOUT 75 FEET EAST
 GX3413'OF TRIANGULAR BLAZED WALNUT TREE.
 GX3413
 GX3413                          STATION RECOVERY (1982)
 GX3413
 GX3413'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (EV)
 GX3413'ABBS 1934 RECOVERED AS DESCRIBED.
 GX3413'
 GX3413'ABBS AZI RECOVERED GOOD AS DESCRIBED.
 GX3413'
 GX3413'TO REACH SAME AS 1950.
 GX3413'
 GX3413'RMS NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3170 ***********************************************************************
 FX3170  DESIGNATION -  ABE
 FX3170  PID         -  FX3170
 FX3170  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3170  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3170
 FX3170                         *CURRENT SURVEY CONTROL
 FX3170  ___________________________________________________________________
 FX3170* NAD 83(1993)-  36 53 25.01504(N)    076 20 22.41737(W)     ADJUSTED  
 FX3170* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3170  ___________________________________________________________________
 FX3170  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX3170  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX3170
 FX3170  HORZ ORDER  -  THIRD
 FX3170
 FX3170.The horizontal coordinates were established by classical geodetic methods
 FX3170.and adjusted by the National Geodetic Survey in September 1995..
 FX3170
 FX3170.The orthometric height was scaled from a topographic map.
 FX3170
 FX3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3170
 FX3170.The geoid height was determined by GEOID03.
 FX3170
 FX3170;                    North         East     Units Scale Factor Converg.
 FX3170;SPC VA S     - 1,064,010.480 3,692,559.611   MT  0.99997986   +1 18 40.4
 FX3170;SPC VA S     - 3,490,841.05 12,114,672.66   sFT  0.99997986   +1 18 40.4
 FX3170;UTM  18      - 4,083,538.791   380,637.084   MT  0.99977552   -0 48 15.2
 FX3170
 FX3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3170!SPC VA S     -   1.00000552  x   0.99997986  =   0.99998538
 FX3170!UTM  18      -   1.00000552  x   0.99977552  =   0.99978104
 FX3170
 FX3170|---------------------------------------------------------------------|
 FX3170| PID    Reference Object                     Distance      Geod. Az  |
 FX3170|                                                           dddmmss.s |
 FX3170| FX3307 CRANEY ISLAND LIGHT                 268.430 METERS 02759     |
 FX3170| DC8022 ABE RM 1                             13.447 METERS 16536     |
 FX3170| DC8023 ABE RM 2                             13.428 METERS 19347     |
 FX3170| FX3567 NEWPORT NEWS MIDDLE GROUND LT       APPROX. 7.6 KM 3224752.2 |
 FX3170|---------------------------------------------------------------------|
 FX3170
 FX3170                          SUPERSEDED SURVEY CONTROL
 FX3170
 FX3170  NAD 83(1986)-  36 53 25.02079(N)    076 20 22.45304(W) AD(       ) 3
 FX3170  NAD 27      -  36 53 24.48700(N)    076 20 23.65400(W) AD(       ) 3
 FX3170
 FX3170.Superseded values are not recommended for survey control.
 FX3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3170.See file dsdata.txt to determine how the superseded data were derived.
 FX3170
 FX3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8063783539(NAD 83)
 FX3170_MARKER: S = SPIKE
 FX3170_SETTING: 0 = UNSPECIFIED SETTING
 FX3170
 FX3170  HISTORY     - Date     Condition        Report By
 FX3170  HISTORY     - 1945     MONUMENTED       USE
 FX3170  HISTORY     - 1947     GOOD             CGS
 FX3170  HISTORY     - 1954     GOOD             AMS
 FX3170  HISTORY     - 1982     GOOD             USCG
 FX3170
 FX3170                          STATION DESCRIPTION
 FX3170
 FX3170'DESCRIBED BY US ENGINEERS 1945 (RLP)
 FX3170'THIS STATION WAS ESTABLISHED BY THE U.S. ENGINEERS.  IT IS
 FX3170'ON CRANEY ISLAND, IN THE NAVAL FUEL DEPOT, ON TOP OF THE ROOF
 FX3170'OF WAREHOUSE NO. 69, IN THE CENTER OF THE ROOF, AND 42.75
 FX3170'FEET N OF THE S EDGE OF THE ROOF.  THE STATION IS MARKED
 FX3170'BY A CENTER PUNCH IN A BOAT SPIKE DRIVEN IN THE CENTER OF
 FX3170'A 6- BY 6- BY 2-INCH WOOD BLOCK WHICH IS CEMENTED AND NAILED
 FX3170'TO THE ROOF.  REFERENCE MARK 1 IS THE SE CORNER OF THE ROOF.
 FX3170'REFERENCE MARK 2 IS THE SW CORNER OF THE ROOF.
 FX3170'
 FX3170'THE BUILDING IS VERY SHAKY BUT SATISFACTORY ANGLES WERE
 FX3170'OBSERVED BY USING THE METHOD OF REPETITIONS.
 FX3170
 FX3170                          STATION RECOVERY (1947)
 FX3170
 FX3170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLA)
 FX3170'STATION FOUND AS DESCRIBED.  BLOCK OF WOOD CONTAINING STATION
 FX3170'MARK IS COVERED WITH TAR AND GRAVEL SAME AS ROOF.
 FX3170
 FX3170                          STATION RECOVERY (1954)
 FX3170
 FX3170'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3170'THE MARK IS A SPIKE DRIVEN IN A BLOCK OF WOOD AND FASTENED
 FX3170'TO THE ROOF OF BUILDING.  IT IS 10 FEET W OF E EDGE HIGHEST
 FX3170'ROOF, 42 FEET N OF S EDGE HIGHEST ROOF.
 FX3170
 FX3170                          STATION RECOVERY (1982)
 FX3170
 FX3170'RECOVERY NOTE BY US COAST GUARD 1982 (MAT)
 FX3170'STATION RECOVERED-REF. MARKS OBVIOUSLY STILL THERE BUT COVERED
 FX3170'WITH TAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5517 ***********************************************************************
 AJ5517  DESIGNATION -  ABEL
 AJ5517  PID         -  AJ5517
 AJ5517  STATE/COUNTY-  VA/STAFFORD
 AJ5517  USGS QUAD   -  STAFFORD (1994)
 AJ5517
 AJ5517                         *CURRENT SURVEY CONTROL
 AJ5517  ___________________________________________________________________
 AJ5517* NAD 83(1993)-  38 24 45.72185(N)    077 29 42.92928(W)     ADJUSTED  
 AJ5517* NAVD 88     -        44.1    (meters)     145.     (feet)  GPS OBS   
 AJ5517  ___________________________________________________________________
 AJ5517  X           -   1,083,490.964 (meters)                     COMP
 AJ5517  Y           -  -4,885,398.460 (meters)                     COMP
 AJ5517  Z           -   3,941,448.113 (meters)                     COMP
 AJ5517  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AJ5517  ELLIP HEIGHT-          11.79  (meters)          (05/17/02) GPS OBS
 AJ5517  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AJ5517
 AJ5517  HORZ ORDER  -  FIRST
 AJ5517  ELLP ORDER  -  FOURTH    CLASS II
 AJ5517
 AJ5517.The horizontal coordinates were established by GPS observations
 AJ5517.and adjusted by the National Geodetic Survey in October 2001..
 AJ5517
 AJ5517.The orthometric height was determined by GPS observations and a
 AJ5517.high-resolution geoid model.
 AJ5517
 AJ5517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5517
 AJ5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5517
 AJ5517.The ellipsoidal height was determined by GPS observations
 AJ5517.and is referenced to NAD 83.
 AJ5517
 AJ5517.The geoid height was determined by GEOID03.
 AJ5517
 AJ5517;                    North         East     Units Scale Factor Converg.
 AJ5517;SPC VA N     - 2,083,288.355 3,587,746.375   MT  0.99995474   +0 37 37.5
 AJ5517;SPC VA N     - 6,834,921.88 11,770,797.90   sFT  0.99995474   +0 37 37.5
 AJ5517;UTM  18      - 4,254,555.171   282,140.577   MT  1.00018455   -1 33 03.5
 AJ5517
 AJ5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5517!SPC VA N     -   0.99999815  x   0.99995474  =   0.99995289
 AJ5517!UTM  18      -   0.99999815  x   1.00018455  =   1.00018270
 AJ5517
 AJ5517                          SUPERSEDED SURVEY CONTROL
 AJ5517
 AJ5517  ELLIP H (10/09/01)   11.80   (m)                       GP(       ) 4 1
 AJ5517
 AJ5517.Superseded values are not recommended for survey control.
 AJ5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5517.See file dsdata.txt to determine how the superseded data were derived.
 AJ5517
 AJ5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8214154555(NAD 83)
 AJ5517_MARKER: DD = SURVEY DISK
 AJ5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5517_STAMPING: ABEL 2000
 AJ5517_MARK LOGO: VA-179
 AJ5517_PROJECTION: FLUSH
 AJ5517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5517+STABILITY: SURFACE MOTION
 AJ5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5517+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2001
 AJ5517
 AJ5517  HISTORY     - Date     Condition        Report By
 AJ5517  HISTORY     - 20010603 MONUMENTED       GEOMET
 AJ5517
 AJ5517                          STATION DESCRIPTION
 AJ5517
 AJ5517'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ5517'THE STATION IS LOCATED IN CENTRAL STAFFORD COUNTY,  VIRGINIA AT THE
 AJ5517'BRIDGE OVER THE ABEL
 AJ5517'RESERVOIR.
 AJ5517' 
 AJ5517'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5517'(ROUTE 1) AND
 AJ5517'MOUNTAIN VIEW ROAD (ROUTE 627)  PROCEED NORTH ALONG MOUNTAIN VIEW ROAD
 AJ5517'(ROUTE 627)  A
 AJ5517'DISTANCE OF 4.7 MILES TO ITS INTERSECTION WITH KELLOGG MILL ROAD
 AJ5517'(ROUTE 651).  TURN LEFT
 AJ5517'AND PROCEED WEST ALONG KELLOGG MILL ROAD (ROUTE 651) A DISTANCE OF 1.3
 AJ5517'MILES TO THE
 AJ5517'STATION ON THE RIGHT AT THE WEST END OF THE BRIDGE OVER ABEL RESERVOIR
 AJ5517'ON THE NORTH
 AJ5517'SIDE OF KELLOGG MILL ROAD.
 AJ5517' 
 AJ5517'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5517'ALUMINUM SURVEY DISK
 AJ5517'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED ABEL 2000.
 AJ5517' 
 AJ5517'THE STATION IS 2.0 FEET AZIMUTH 180 DEGREES TO A GUARD RAIL, 16.5 FEET
 AJ5517'AZIMUTH 95 DEGREES
 AJ5517'TO THE NORTHWEST CORNER OF THE BRIDGE, AND 1.7 FEET AZIMUTH 105
 AJ5517'DEGREES TO A WITNESS
 AJ5517'POST.
 AJ5517' 
 AJ5517' 
 AJ5517' 
 AJ5517' 
 AJ5517' 
 AJ5517' 
 AJ5517' 
 AJ5517'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1191 ***********************************************************************
 FZ1191  DESIGNATION -  ABINGDON
 FZ1191  PID         -  FZ1191
 FZ1191  STATE/COUNTY-  VA/WASHINGTON
 FZ1191  USGS QUAD   -  ABINGDON (1991)
 FZ1191
 FZ1191                         *CURRENT SURVEY CONTROL
 FZ1191  ___________________________________________________________________
 FZ1191* NAD 83(1993)-  36 41 56.37705(N)    081 59 14.22190(W)     ADJUSTED  
 FZ1191* NAVD 88     -       656.883  (meters)    2155.12   (feet)  ADJUSTED  
 FZ1191  ___________________________________________________________________
 FZ1191  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FZ1191  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1191  DYNAMIC HT  -         656.279 (meters)    2153.14  (feet)  COMP
 FZ1191  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FZ1191
 FZ1191  HORZ ORDER  -  SECOND
 FZ1191  VERT ORDER  -  FIRST     CLASS II
 FZ1191
 FZ1191.The horizontal coordinates were established by classical geodetic methods
 FZ1191.and adjusted by the National Geodetic Survey in September 1995..
 FZ1191
 FZ1191.The orthometric height was determined by differential leveling
 FZ1191.and adjusted by the National Geodetic Survey in June 1991..
 FZ1191
 FZ1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1191
 FZ1191.The geoid height was determined by GEOID03.
 FZ1191
 FZ1191.The dynamic height is computed by dividing the NAVD 88
 FZ1191.geopotential number by the normal gravity value computed on the
 FZ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1191.degrees latitude (g = 980.6199 gals.).
 FZ1191
 FZ1191.The modeled gravity was interpolated from observed gravity values.
 FZ1191
 FZ1191;                    North         East     Units Scale Factor Converg.
 FZ1191;SPC VA S     - 1,046,334.336 3,188,438.564   MT  1.00001297   -2 06 59.5
 FZ1191;SPC VA S     - 3,432,848.57 10,460,735.52   sFT  1.00001297   -2 06 59.5
 FZ1191;UTM  17      - 4,061,935.708   411,809.049   MT  0.99969582   -0 35 24.2
 FZ1191
 FZ1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1191!SPC VA S     -   0.99990178  x   1.00001297  =   0.99991475
 FZ1191!UTM  17      -   0.99990178  x   0.99969582  =   0.99959763
 FZ1191
 FZ1191:                Primary Azimuth Mark                     Grid Az
 FZ1191:SPC VA S     -  ABINGDON RAD STA WBBI MAST               057 13 26.0
 FZ1191:UTM  17      -  ABINGDON RAD STA WBBI MAST               055 41 50.7
 FZ1191
 FZ1191|---------------------------------------------------------------------|
 FZ1191| PID    Reference Object                     Distance      Geod. Az  |
 FZ1191|                                                           dddmmss.s |
 FZ1191| FZ2171 ABINGDON RAD STA WBBI MAST          APPROX. 4.2 KM 0550626.5 |
 FZ1191| FZ1190 ABINGDON RM 1                         9.333 METERS 05951     |
 FZ1191| FZ1189 ABINGDON RM 2                         7.078 METERS 32658     |
 FZ1191| DC3697 ABINGDON AZ MK                                     3332313.1 |
 FZ1191|---------------------------------------------------------------------|
 FZ1191
 FZ1191                          SUPERSEDED SURVEY CONTROL
 FZ1191
 FZ1191  NAD 83(1986)-  36 41 56.39148(N)    081 59 14.21902(W) AD(       ) 2
 FZ1191  NAD 27      -  36 41 55.99146(N)    081 59 14.76519(W) AD(       ) 2
 FZ1191  NGVD 29 (??/??/92)  656.984  (m)         2155.45   (f) ADJ UNCH    1 2
 FZ1191
 FZ1191.Superseded values are not recommended for survey control.
 FZ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1191.See file dsdata.txt to determine how the superseded data were derived.
 FZ1191
 FZ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1180961936(NAD 83)
 FZ1191_MARKER: DS = TRIANGULATION STATION DISK
 FZ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1191_STAMPING: ABINGDON 1958
 FZ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1191+STABILITY: SURFACE MOTION
 FZ1191
 FZ1191  HISTORY     - Date     Condition        Report By
 FZ1191  HISTORY     - 1958     MONUMENTED       CGS
 FZ1191  HISTORY     - 1959     GOOD             NGS
 FZ1191  HISTORY     - 1963     GOOD             CGS
 FZ1191
 FZ1191                          STATION DESCRIPTION
 FZ1191
 FZ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1191'STATION IS LOCATED JUST OUTSIDE THE SOUTHWEST CITY LIMITS
 FZ1191'OF ABINGDON, ON A HIGH BARE HILL AND ON THE PROPERTY OF MR.
 FZ1191'FRANK HOPE.
 FZ1191'
 FZ1191'STATION, STAMPED ABINGDON 1958, IS SET FLUSH WITH THE SURFACE
 FZ1191'OF THE GROUND.  IT IS 8 FEET SOUTHEAST OF A C AND GS SIGN AND
 FZ1191'ON THE HIGHEST PART OF THE HILL.
 FZ1191'
 FZ1191'R.M. 1, STAMPED ABINGDON NO 1 1958, IS SET FLUSH WITH THE
 FZ1191'SURFACE OF THE GROUND.  IT IS ON THE EAST SLOPE OF THE HILL,
 FZ1191'37 FEET EAST OF A C AND GS SIGN AND 1 FOOT BELOW THE ELEVATION
 FZ1191'OF THE STATION.
 FZ1191'
 FZ1191'R.M. 2, STAMPED ABINGDON NO 2 1958, IS SET FLUSH WITH THE
 FZ1191'SURFACE OF THE GROUND.  IT IS 17.8 FEET NORTH OF A C AND GS
 FZ1191'SIGN AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 FZ1191'
 FZ1191'AZIMUTH MARK, STAMPED M 23 1931, IS A STANDARD BENCH MARK DISK
 FZ1191'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FZ1191'6 INCHES.  IT IS 90 FEET EAST OF THE CENTERLINE OF CROSS STREET,
 FZ1191'22 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 30
 FZ1191'FEET EAST OF A TELEPHONE POLE AND 18 FEET SOUTH OF THE FENCE.
 FZ1191'
 FZ1191'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ABINGDON, GO
 FZ1191'WOUTHWEST ON U.S. HIGHWAY 11 FOR 1.1 MILES.  TURN LEFT ACROSS THE
 FZ1191'RAILROAD TRACKS AND THEN RIGHT FOR 0.2 MILE, TURN LEFT ON STONE
 FZ1191'MILL ROAD FOR 0.5 MILE TO A BOARD GATE ON THE LEFT.  (THIS
 FZ1191'IS JUST BEFORE REACHING A FEED MILL ON THE RIGHT.) PASS THROUGH
 FZ1191'THE BOARD GATE AND TO THE RIGHT OF THE BARN FOR ABOUT 100
 FZ1191'FEET TO A WIRE GATE.  PASS THROUGH THE GATE AND TURN LEFT UP
 FZ1191'THE HILL FOR ABOUT 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 FZ1191'
 FZ1191'TO REACH THE AZIMUTH MARK FROM THE U.S. POST OFFICE IN ABINGDON,
 FZ1191'GO WOUTHWEST ON U.S. HIGHWAY 11 FOR 1.1 MILES TO THE AZIMUTH
 FZ1191'MARK ON THE LEFT.
 FZ1191'
 FZ1191'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ1191
 FZ1191                          STATION RECOVERY (1959)
 FZ1191
 FZ1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ1191'2 MI SW FROM ABINGDON.
 FZ1191'ABOUT 1.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE
 FZ1191'AT ABINGDON, THENCE SOUTH ACROSS THE NORFOLK AND WESTERN RAILWAY
 FZ1191'TRACK, THENCE ABOUT 0.2 MILE WEST ALONG COLONIAL ROAD SW., THENCE
 FZ1191'ABOUT 0.5 MILE SOUTHEAST ALONG STONE MILL ROAD, THENCE ABOUT 0.2
 FZ1191'MILE NORTHEAST ALONG TRAIL ALONG THE SOUTHWEST SIDE OF A BARN AND
 FZ1191'TO TOP OF HILL, ON THE HIGHEST POINT OF HILL, 30.4 FEET SOUTHWEST
 FZ1191'OF R M 1, 23.2 FEET SOUTHEAST OF R M 2, AND SET IN TOP OF A CONCRETE
 FZ1191'POST FLUSH WITH THE GROUND.  ALSO ABOUT 0.3 MILE NORTHEAST ACROSS
 FZ1191'COUNTRY AND UPHILL FROM A FEED MILL AND PURINA STORE.
 FZ1191
 FZ1191                          STATION RECOVERY (1963)
 FZ1191
 FZ1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1191'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND BENCH MARK M 23
 FZ1191'1931 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.  THE
 FZ1191'WITNESS POST HAD BEEN REMOVED FROM THE STATION AND THE BENCH
 FZ1191'MARK M 23 IS NOW OBSTRUCTED.  THE 1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2171 ***********************************************************************
 FZ2171  DESIGNATION -  ABINGDON RAD STA WBBI MAST
 FZ2171  PID         -  FZ2171
 FZ2171  STATE/COUNTY-  VA/WASHINGTON
 FZ2171  USGS QUAD   -  ABINGDON (1991)
 FZ2171
 FZ2171                         *CURRENT SURVEY CONTROL
 FZ2171  ___________________________________________________________________
 FZ2171* NAD 83(1993)-  36 43 14.82066(N)    081 56 54.46359(W)     ADJUSTED  
 FZ2171* NAVD 88     -                                                        
 FZ2171  ___________________________________________________________________
 FZ2171  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FZ2171  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ2171
 FZ2171  HORZ ORDER  -  THIRD
 FZ2171
 FZ2171.The horizontal coordinates were established by classical geodetic methods
 FZ2171.and adjusted by the National Geodetic Survey in September 1995..
 FZ2171
 FZ2171
 FZ2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2171
 FZ2171.The geoid height was determined by GEOID03.
 FZ2171
 FZ2171;                    North         East     Units Scale Factor Converg.
 FZ2171;SPC VA S     - 1,048,623.410 3,191,993.743   MT  1.00000865   -2 05 34.6
 FZ2171;SPC VA S     - 3,440,358.64 10,472,399.47   sFT  1.00000865   -2 05 34.6
 FZ2171;UTM  17      - 4,064,317.896   415,300.888   MT  0.99968838   -0 34 01.7
 FZ2171
 FZ2171                          SUPERSEDED SURVEY CONTROL
 FZ2171
 FZ2171  NAD 83(1986)-  36 43 14.83327(N)    081 56 54.46144(W) AD(       ) 4
 FZ2171  NAD 27      -  36 43 14.43266(N)    081 56 55.01133(W) AD(       ) 3
 FZ2171
 FZ2171.Superseded values are not recommended for survey control.
 FZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2171.See file dsdata.txt to determine how the superseded data were derived.
 FZ2171
 FZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1530164318(NAD 83)
 FZ2171_MARKER: 42 = RADIO/TV MAST
 FZ2171
 FZ2171  HISTORY     - Date     Condition        Report By
 FZ2171  HISTORY     - 1958     FIRST OBSERVED   CGS
 FZ2171
 FZ2171                          STATION DESCRIPTION
 FZ2171
 FZ2171'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1190 ***********************************************************************
 FZ1190  DESIGNATION -  ABINGDON RM 1
 FZ1190  PID         -  FZ1190
 FZ1190  STATE/COUNTY-  VA/WASHINGTON
 FZ1190  USGS QUAD   -  ABINGDON (1991)
 FZ1190
 FZ1190                         *CURRENT SURVEY CONTROL
 FZ1190  ___________________________________________________________________
 FZ1190* NAD 83(1986)-  36 41 55.     (N)    081 59 13.     (W)     SCALED    
 FZ1190* NAVD 88     -       656.557  (meters)    2154.05   (feet)  ADJUSTED  
 FZ1190  ___________________________________________________________________
 FZ1190  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1190  DYNAMIC HT  -         655.954 (meters)    2152.08  (feet)  COMP
 FZ1190  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FZ1190
 FZ1190  VERT ORDER  -  FIRST     CLASS II
 FZ1190
 FZ1190.The horizontal coordinates were scaled from a topographic map and have
 FZ1190.an estimated accuracy of +/- 6 seconds.
 FZ1190
 FZ1190.The orthometric height was determined by differential leveling
 FZ1190.and adjusted by the National Geodetic Survey in June 1991..
 FZ1190
 FZ1190.The geoid height was determined by GEOID03.
 FZ1190
 FZ1190.The dynamic height is computed by dividing the NAVD 88
 FZ1190.geopotential number by the normal gravity value computed on the
 FZ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1190.degrees latitude (g = 980.6199 gals.).
 FZ1190
 FZ1190.The modeled gravity was interpolated from observed gravity values.
 FZ1190
 FZ1190;                    North         East    Units  Estimated Accuracy
 FZ1190;SPC VA S     - 1,046,290.    3,188,470.      MT  (+/- 180 meters Scaled)
 FZ1190
 FZ1190                          SUPERSEDED SURVEY CONTROL
 FZ1190
 FZ1190  NGVD 29 (??/??/92)  656.658  (m)         2154.39   (f) ADJ UNCH    1 2
 FZ1190
 FZ1190.Superseded values are not recommended for survey control.
 FZ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1190.See file dsdata.txt to determine how the superseded data were derived.
 FZ1190
 FZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA118618(NAD 83)
 FZ1190_MARKER: DR = REFERENCE MARK DISK
 FZ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1190_STAMPING: ABINGDON NO 1 1958
 FZ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1190+STABILITY: SURFACE MOTION
 FZ1190
 FZ1190  HISTORY     - Date     Condition        Report By
 FZ1190  HISTORY     - 1958     MONUMENTED       CGS
 FZ1190  HISTORY     - 1959     GOOD             NGS
 FZ1190
 FZ1190                          STATION DESCRIPTION
 FZ1190
 FZ1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1190'2 MI SW FROM ABINGDON.
 FZ1190'30.4 FEET NORTHEAST OF ABINGDON TRIANGULATION-STATION DESCRIBED,
 FZ1190'39.3 FEET EAST OF R M 2, AND SET IN TOP OF A CONCRETE POST 1 INCH
 FZ1190'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1189 ***********************************************************************
 FZ1189  DESIGNATION -  ABINGDON RM 2
 FZ1189  PID         -  FZ1189
 FZ1189  STATE/COUNTY-  VA/WASHINGTON
 FZ1189  USGS QUAD   -  ABINGDON (1991)
 FZ1189
 FZ1189                         *CURRENT SURVEY CONTROL
 FZ1189  ___________________________________________________________________
 FZ1189* NAD 83(1986)-  36 41 55.     (N)    081 59 13.     (W)     SCALED    
 FZ1189* NAVD 88     -       656.655  (meters)    2154.38   (feet)  ADJUSTED  
 FZ1189  ___________________________________________________________________
 FZ1189  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ1189  DYNAMIC HT  -         656.052 (meters)    2152.40  (feet)  COMP
 FZ1189  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 FZ1189
 FZ1189  VERT ORDER  -  FIRST     CLASS II
 FZ1189
 FZ1189.The horizontal coordinates were scaled from a topographic map and have
 FZ1189.an estimated accuracy of +/- 6 seconds.
 FZ1189
 FZ1189.The orthometric height was determined by differential leveling
 FZ1189.and adjusted by the National Geodetic Survey in June 1991..
 FZ1189
 FZ1189.The geoid height was determined by GEOID03.
 FZ1189
 FZ1189.The dynamic height is computed by dividing the NAVD 88
 FZ1189.geopotential number by the normal gravity value computed on the
 FZ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1189.degrees latitude (g = 980.6199 gals.).
 FZ1189
 FZ1189.The modeled gravity was interpolated from observed gravity values.
 FZ1189
 FZ1189;                    North         East    Units  Estimated Accuracy
 FZ1189;SPC VA S     - 1,046,290.    3,188,470.      MT  (+/- 180 meters Scaled)
 FZ1189
 FZ1189                          SUPERSEDED SURVEY CONTROL
 FZ1189
 FZ1189  NGVD 29 (??/??/92)  656.757  (m)         2154.71   (f) ADJ UNCH    1 2
 FZ1189
 FZ1189.Superseded values are not recommended for survey control.
 FZ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1189.See file dsdata.txt to determine how the superseded data were derived.
 FZ1189
 FZ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA118618(NAD 83)
 FZ1189_MARKER: DR = REFERENCE MARK DISK
 FZ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1189_STAMPING: ABINGDON NO 2 1958
 FZ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1189+STABILITY: SURFACE MOTION
 FZ1189
 FZ1189  HISTORY     - Date     Condition        Report By
 FZ1189  HISTORY     - 1958     MONUMENTED       CGS
 FZ1189  HISTORY     - 1959     GOOD             NGS
 FZ1189
 FZ1189                          STATION DESCRIPTION
 FZ1189
 FZ1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1189'2 MI SW FROM ABINGDON.
 FZ1189'23.2 FEET NORTHWEST OF ABINGDON TRIANGULATION-STATION DESCRIBED,
 FZ1189'39.3 FEET WEST OF R M 1, AND SET IN TOP OF A CONCRETE POST FLUSH
 FZ1189'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3626 ***********************************************************************
 GA3626  SACS        -  This is a Secondary Airport Control Station.
 GA3626  DESIGNATION -  ABPORT
 GA3626  PID         -  GA3626
 GA3626  STATE/COUNTY-  VA/WASHINGTON
 GA3626  USGS QUAD   -  WYNDALE (1991)
 GA3626
 GA3626                         *CURRENT SURVEY CONTROL
 GA3626  ___________________________________________________________________
 GA3626* NAD 83(1993)-  36 41 16.62761(N)    082 01 49.95645(W)     ADJUSTED  
 GA3626* NAVD 88     -       628.80   (meters)    2063.0    (feet)  GPS OBS   
 GA3626  ___________________________________________________________________
 GA3626  X           -     710,034.938 (meters)                     COMP
 GA3626  Y           -  -5,071,777.310 (meters)                     COMP
 GA3626  Z           -   3,790,037.433 (meters)                     COMP
 GA3626  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 GA3626  ELLIP HEIGHT-         597.83  (meters)          (09/30/02) GPS OBS
 GA3626  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA3626
 GA3626  HORZ ORDER  -  FIRST
 GA3626  ELLP ORDER  -  FOURTH    CLASS II
 GA3626
 GA3626.This mark is at Virginia Highland Airport (VJI)
 GA3626
 GA3626.The horizontal coordinates were established by GPS observations
 GA3626.and adjusted by the National Geodetic Survey in March 2000..
 GA3626
 GA3626.The orthometric height was determined by GPS observations and a
 GA3626.high-resolution geoid model.
 GA3626
 GA3626.GPS derived orthometric heights for airport stations designated as
 GA3626.PACS or SACS are published to 2 decimal places.  This maintains
 GA3626.centimeter relative accuracy between the PACS and SACS.  It does
 GA3626.not indicate centimeter accuracy relative to other marks which are
 GA3626.part of the NAVD 88 network.
 GA3626
 GA3626.Photographs are available for this station.
 GA3626
 GA3626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3626
 GA3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3626
 GA3626.The ellipsoidal height was determined by GPS observations
 GA3626.and is referenced to NAD 83.
 GA3626
 GA3626.The geoid height was determined by GEOID03.
 GA3626
 GA3626;                    North         East     Units Scale Factor Converg.
 GA3626;SPC VA S     - 1,045,253.533 3,184,529.636   MT  1.00001522   -2 08 34.0
 GA3626;SPC VA S     - 3,429,302.63 10,447,910.98   sFT  1.00001522   -2 08 34.0
 GA3626;UTM  17      - 4,060,751.513   407,931.523   MT  0.99970443   -0 36 56.7
 GA3626
 GA3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3626!SPC VA S     -   0.99990619  x   1.00001522  =   0.99992141
 GA3626!UTM  17      -   0.99990619  x   0.99970443  =   0.99961064
 GA3626
 GA3626:                Primary Azimuth Mark                     Grid Az
 GA3626:SPC VA S     -  ABPORT AZ MK                             238 24 03.9
 GA3626:UTM  17      -  ABPORT AZ MK                             236 52 26.6
 GA3626
 GA3626|---------------------------------------------------------------------|
 GA3626| PID    Reference Object                     Distance      Geod. Az  |
 GA3626|                                                           dddmmss.s |
 GA3626| GA3629 ABPORT AZ MK                        APPROX. 1.0 KM 2361529.9 |
 GA3626|---------------------------------------------------------------------|
 GA3626
 GA3626                          SUPERSEDED SURVEY CONTROL
 GA3626
 GA3626  ELLIP H (03/13/00)  597.85   (m)                       GP(       ) 4 2
 GA3626  NAD 83(1993)-  36 41 16.62994(N)    082 01 49.95766(W) AD(       ) 3
 GA3626  NAD 83(1993)-  36 41 16.63048(N)    082 01 49.95812(W) AD(       ) 3
 GA3626  ELLIP H (09/08/95)  597.74   (m)                       GP(       ) 4 2
 GA3626  NAD 83(1986)-  36 41 16.64435(N)    082 01 49.97253(W) AD(       ) 3
 GA3626  NAD 27      -  36 41 16.22482(N)    082 01 50.50044(W) AD(       ) 3
 GA3626  NGVD 29 (03/22/89)  628.9    (m)         2063.     (f) GPS OBS        
 GA3626
 GA3626.Superseded values are not recommended for survey control.
 GA3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3626.See file dsdata.txt to determine how the superseded data were derived.
 GA3626
 GA3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0793260752(NAD 83)
 GA3626_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3626_STAMPING: ABPORT 1986
 GA3626_MARK LOGO: NGS   
 GA3626_PROJECTION: FLUSH
 GA3626_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3626+STABILITY: SURFACE MOTION
 GA3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3626+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 GA3626
 GA3626  HISTORY     - Date     Condition        Report By
 GA3626  HISTORY     - 19860101 MONUMENTED       NGS
 GA3626  HISTORY     - 19880509 GOOD
 GA3626  HISTORY     - 19981118 GOOD             NGS
 GA3626  HISTORY     - 20010410 GOOD             NGS
 GA3626
 GA3626                          STATION DESCRIPTION
 GA3626
 GA3626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 GA3626'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 GA3626'SOUTHWEST OF THE CENTER OF ABINGDON,
 GA3626'19.3 KM (12.0 MI) NORTHEAST OF BRISTOL,
 GA3626'AT THE VIRGINIA HIGHLANDS AIRPORT, AT THE NORTHEAST END OF THE
 GA3626'TAXIWAY AND RAMP.
 GA3626'OWNERSHIP--VIRGINIA HIGHLANDS AIRPORT COMMISSION, P.O. BOX 631,
 GA3626'ABINGDON, VA 24210. PHONE (703) 628-2909.
 GA3626'
 GA3626'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 81 AND STATE
 GA3626'ROUTE 611 (EXIT 6) SOUTHWEST OF ABINGDON, GO
 GA3626'NORTHWEST FOR 0.2 KM (0.1 MI) ON ROUTE 611 TO THE JUNCTION OF US
 GA3626'HIGHWAYS 11 AND 19.
 GA3626'TURN RIGHT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAYS 11 AND
 GA3626'19 TO A PAVED ROAD ON THE LEFT.
 GA3626'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE PAVED
 GA3626'ROAD TO A GATE AT THE AIRPORT.  PASS THRU THE GATE AND TURN RIGHT,
 GA3626'THEN LEFT, FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE TAXIWAY.
 GA3626'TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON THE TAXIWAY TO
 GA3626'THE STATION ON THE LEFT JUST BEFORE REACHING THE RAMP.
 GA3626'
 GA3626'THE STATION IS A STANDARD NGS DISK
 GA3626'STAMPED---ABPORT 1986---,
 GA3626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3626'32 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 GA3626'61.0 METERS (200.0 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 GA3626'53.3 METERS (175.0 FT) SOUTHWEST FROM THE CENTER OF THE RAMP,
 GA3626'31.8 METERS (104.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A
 GA3626'CONCRETE DRAIN BASIN,
 GA3626'12.3 METERS (40.1 FT) NORTHWEST FROM THE CENTER OF THE TAXIWAY,
 GA3626'4.9 METERS (16.1 FT) WEST FROM A BLUE TAXIWAY LIGHT,
 GA3626'0.3 METERS (1.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3626'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GA3626'STAMPED---ABPORT 1986---,
 GA3626'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 GA3626'
 GA3626'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 GA3626
 GA3626                          STATION RECOVERY (1988)
 GA3626
 GA3626'RECOVERED 1988
 GA3626'RECOVERED IN GOOD CONDITION.
 GA3626
 GA3626                          STATION RECOVERY (1998)
 GA3626
 GA3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 GA3626'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF BRISTOL
 GA3626'AND 5.0 KM (3.10 MI) SOUTHWEST OF ABINGDON, AT THE ABINGDON/VIRGINIA
 GA3626'HIGHLANDS AIRPORT.  ABOUT 0.24 KM (0.15 MI) SOUTHWEST OF RUNWAY END
 GA3626'24, NEAR THE EAST ROUNDED CORNER OF THE 2ND GRASS MEDIAN SOUTHWEST OF
 GA3626'RUNWAY END 24.  OWNERSHIP--VIRGINIA HIGHLANDS AIRPORT COMMISSION,
 GA3626'18521 LEE HIGHWAY, P.O.  BOX 631, ABINGDON, VA.  24212-0631.  AIRPORT
 GA3626'MANAGER RON DELONEY, PHONE 540-628-2909.  OR FAX 540-628-2693.
 GA3626'--NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL WITH INTENTIONS.  TO REACH
 GA3626'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND STATE
 GA3626'HIGHWAY 611 (EXIT 13) ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF ABINGDON, GO
 GA3626'NORTHWEST FOR 0.16 KM (0.10 MI) ON HIGHWAY 611 (SPRING CREEK RD) TO
 GA3626'THE JUNCTION OF U.S.  HIGHWAYS 11 (LEE HIGHWAY) AND 19.  TURN RIGHT,
 GA3626'NORTHEAST FOR 0.80 KM (0.50 MI) ON HIGHWAYS 11 AND 19 TO THE AIRPORT
 GA3626'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST FOR ABOUT 20.0 M (65.6 FT)
 GA3626'TO AN ELECTRIC GATE ON THE SOUTHWEST SIDE OF THE TERMINAL. PASS
 GA3626'THROUGH THE GATE AND CONTINUE NORTHWEST FOR ABOUT 0.08 KM (0.05 MI)
 GA3626'ACROSS APRON AND ON CONNECTOR TAXI TO THE PARALLEL TAXI. TURN RIGHT,
 GA3626'NORTHEAST, FOR 0.32 KM (0.20 MI) ON THE PARALLEL TAXI TO THE STATION
 GA3626'ON THE LEFT JUST BEFORE THE 1ST.  CONNECTOR TAXI SOUTHWEST OF RUNWAY
 GA3626'END 24 (AT THE 3,000-FT.  MARKER) .  STATION IS 61.0 M (200.1 FT)
 GA3626'SOUTHEAST OF THE RUNWAY CENTER, 53.3 M (174.9 FT) SOUTHWEST OF THE
 GA3626'CONNECTOR TAXI CENTER, 31.8 M (104.3 FT) SOUTH-SOUTHWEST OF A CONCRETE
 GA3626'CATCH BASIN CENTER, 12.3 M (40.4 FT) NORTHWEST OF THE PARALLEL TAXI
 GA3626'CENTER, 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND THE
 GA3626'MONUMENT IS RECESSED ABOUT 4-CM BELOW THE GROUND SURFACE.  THIS
 GA3626'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION, SACS.
 GA3626'BY R.G.  HAYES
 GA3626
 GA3626                          STATION RECOVERY (2001)
 GA3626
 GA3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 GA3626'RECOVERED AS DESCRIBED EXCEPT FOR THE STATION NAME CHANGE.
 GA3626'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3629 ***********************************************************************
 GA3629  SACS        -  This is a Secondary Airport Control Station.
 GA3629  DESIGNATION -  ABPORT AZ MK
 GA3629  PID         -  GA3629
 GA3629  STATE/COUNTY-  VA/WASHINGTON
 GA3629  USGS QUAD   -  WYNDALE (1991)
 GA3629
 GA3629                         *CURRENT SURVEY CONTROL
 GA3629  ___________________________________________________________________
 GA3629* NAD 83(1993)-  36 40 58.51562(N)    082 02 23.61927(W)     ADJUSTED  
 GA3629* NAVD 88     -       626.83   (meters)    2056.5    (feet)  GPS OBS   
 GA3629  ___________________________________________________________________
 GA3629  X           -     709,253.178 (meters)                     COMP
 GA3629  Y           -  -5,072,221.905 (meters)                     COMP
 GA3629  Z           -   3,789,588.478 (meters)                     COMP
 GA3629  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GA3629  ELLIP HEIGHT-         595.84  (meters)          (09/30/02) GPS OBS
 GA3629  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA3629
 GA3629  HORZ ORDER  -  FIRST
 GA3629  ELLP ORDER  -  FOURTH    CLASS II
 GA3629
 GA3629.This mark is at Virginia Highland Airport (VJI)
 GA3629
 GA3629.The horizontal coordinates were established by GPS observations
 GA3629.and adjusted by the National Geodetic Survey in March 2000..
 GA3629
 GA3629.The orthometric height was determined by GPS observations and a
 GA3629.high-resolution geoid model.
 GA3629
 GA3629.GPS derived orthometric heights for airport stations designated as
 GA3629.PACS or SACS are published to 2 decimal places.  This maintains
 GA3629.centimeter relative accuracy between the PACS and SACS.  It does
 GA3629.not indicate centimeter accuracy relative to other marks which are
 GA3629.part of the NAVD 88 network.
 GA3629
 GA3629.Photographs are available for this station.
 GA3629
 GA3629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3629
 GA3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3629
 GA3629.The ellipsoidal height was determined by GPS observations
 GA3629.and is referenced to NAD 83.
 GA3629
 GA3629.The geoid height was determined by GEOID03.
 GA3629
 GA3629;                    North         East     Units Scale Factor Converg.
 GA3629;SPC VA S     - 1,044,726.895 3,183,673.560   MT  1.00001626   -2 08 54.4
 GA3629;SPC VA S     - 3,427,574.82 10,445,102.34   sFT  1.00001626   -2 08 54.4
 GA3629;UTM  17      - 4,060,202.418   407,090.048   MT  0.99970635   -0 37 16.5
 GA3629
 GA3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3629!SPC VA S     -   0.99990650  x   1.00001626  =   0.99992276
 GA3629!UTM  17      -   0.99990650  x   0.99970635  =   0.99961288
 GA3629
 GA3629:                Primary Azimuth Mark                     Grid Az
 GA3629:SPC VA S     -  ABPORT                                   058 24 04.1
 GA3629:UTM  17      -  ABPORT                                   056 52 26.2
 GA3629
 GA3629|---------------------------------------------------------------------|
 GA3629| PID    Reference Object                     Distance      Geod. Az  |
 GA3629|                                                           dddmmss.s |
 GA3629| GA3626 ABPORT                              APPROX. 1.0 KM 0561509.7 |
 GA3629|---------------------------------------------------------------------|
 GA3629
 GA3629                          SUPERSEDED SURVEY CONTROL
 GA3629
 GA3629  ELLIP H (03/13/00)  595.86   (m)                       GP(       ) 4 2
 GA3629  NAD 83(1993)-  36 40 58.51818(N)    082 02 23.61972(W) AD(       ) 3
 GA3629  NAD 83(1993)-  36 40 58.51875(N)    082 02 23.62125(W) AD(       ) 3
 GA3629  ELLIP H (09/08/95)  595.71   (m)                       GP(       ) 4 2
 GA3629  NAD 83(1986)-  36 40 58.53354(N)    082 02 23.64630(W) AD(       ) 3
 GA3629  NAD 27      -  36 40 58.11325(N)    082 02 24.16624(W) AD(       ) 3
 GA3629  NGVD 29 (03/22/89)  626.8    (m)         2056.     (f) GPS OBS        
 GA3629
 GA3629.Superseded values are not recommended for survey control.
 GA3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3629.See file dsdata.txt to determine how the superseded data were derived.
 GA3629
 GA3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0709060202(NAD 83)
 GA3629_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3629_STAMPING: ABPORT 1986
 GA3629_MARK LOGO: NGS   
 GA3629_PROJECTION: FLUSH
 GA3629_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3629+STABILITY: SURFACE MOTION
 GA3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3629+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 GA3629
 GA3629  HISTORY     - Date     Condition        Report By
 GA3629  HISTORY     - 19860101 MONUMENTED       NGS
 GA3629  HISTORY     - 19880506 GOOD
 GA3629  HISTORY     - 19981118 GOOD             NGS
 GA3629  HISTORY     - 20010410 GOOD             NGS
 GA3629
 GA3629                          STATION DESCRIPTION
 GA3629
 GA3629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 GA3629'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 GA3629'SOUTHWEST OF THE CENTER OF ABINGDON,
 GA3629'19.3 KM (12.0 MI) NORTHEAST OF BRISTOL, AT THE VIRGINIA HIGHLANDS
 GA3629'AIRPORT, AT THE NORTHWEST END OF THE TAXIWAY AND RAMP.
 GA3629'OWNERSHIP--VIRGINIA HIGHLANDS AIRPORT COMMISSION, P.O. BOX 631,
 GA3629'ABINGDON, VA 24210. PHONE (703) 628-2909.
 GA3629'
 GA3629'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 81 AND STATE
 GA3629'ROUTE 611 (EXIT 6) SOUTHWEST OF ABINGDON, GO
 GA3629'NORTHWEST FOR 0.2 KM (0.1 MI) ON ROUTE 611 TO THE JUNCTION OF US
 GA3629'HIGHWAYS 11 AND 19.
 GA3629'TURN RIGHT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAYS 11 AND
 GA3629'19 TO A PAVED ROAD ON THE LEFT.
 GA3629'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD
 GA3629'TO A GATE AT THE AIRPORT.  PASS THROUGH THE GATE AND TURN LEFT,
 GA3629'THEN RIGHT, FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC TO THE TAXIWAY.
 GA3629'TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON THE TAXIWAY TO
 GA3629'THE STATION ON THE RIGHT JUST PAST THE LAST RAMP.
 GA3629'
 GA3629'THE STATION IS A STANDARD NGS DISK
 GA3629'STAMPED---ABPORT 1986---,
 GA3629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GA3629'32 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 GA3629'41.0 METERS (134.5 FT) SOUTHWEST FROM THE CENTER OF THE RAMP,
 GA3629'29.0 METERS (95.1 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 GA3629'TAXIWAY,
 GA3629'16.5 METERS (54.1 FT) NORTHWEST FROM THE CENTER OF THE TAXIWAY,
 GA3629'14.3 METERS (46.9 FT) SOUTH-SOUTHWEST FROM A WINDSOCK, AND
 GA3629'0.2 METERS (0.7 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GA3629'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GA3629'STAMPED---ABPORT 1986---,
 GA3629'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 GA3629'
 GA3629'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 GA3629
 GA3629                          STATION RECOVERY (1988)
 GA3629
 GA3629'RECOVERED 1988
 GA3629'RECOVERED IN GOOD CONDITION.
 GA3629
 GA3629                          STATION RECOVERY (1998)
 GA3629
 GA3629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 GA3629'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTHEAST OF BRISTOL
 GA3629'AND 5.0 KM (3.10 MI) SOUTHWEST OF ABINGDON, AT THE ABINGDON/VIRGINIA
 GA3629'HIGHLANDS AIRPORT.  IN THE GRASS JUST SOUTHWEST OF THE LAST CONNECTOR
 GA3629'TAXI AT RUNWAY END 6 AND JUST NORTHWEST OF THE PARALLEL TAXI OVERRUN.
 GA3629'OWNERSHIP--VIRGINIA HIGHLANDS AIRPORT COMMISSION, 18521 LEE HIGHWAY,
 GA3629'P.O.  BOX 631, ABINGDON, VA.  24212-0631.  AIRPORT MANAGER RON
 GA3629'DELONEY, PHONE 540-628-2909.  OR FAX 540-628-2693. --NOTE--CONTACT
 GA3629'AIRPORT MANAGER ON ARRIVAL WITH INTENTIONS. --NOTE--THIS STATION IS A
 GA3629'SECONDARY AIRPORT CONTROL STATION.  TO REACH THE STATION FROM THE
 GA3629'JUNCTION OF INTERSTATE HIGHWAY 81 AND STATE HIGHWAY 611 (EXIT 13)
 GA3629'ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF ABINGDON, GO NORTHWEST FOR 0.16 KM
 GA3629'(0.10 MI) ON HIGHWAY 611 (SPRING CREEK RD) TO THE JUNCTION OF U.S.
 GA3629'HIGHWAYS 11 (LEE HIGHWAY) AND 19. TURN RIGHT, NORTHEAST FOR 0.80 KM
 GA3629'(0.50 MI) ON HIGHWAYS 11 AND 19 TO THE AIRPORT ENTRANCE ON THE LEFT.
 GA3629'TURN LEFT, NORTHWEST FOR ABOUT 20.0 M (65.6 FT) TO AN ELECTRIC GATE ON
 GA3629'THE SOUTHWEST SIDE OF THE TERMINAL.  PASS THROUGH THE GATE AND
 GA3629'CONTINUE NORTHWEST FOR ABOUT 0.08 KM (0.05 MI) ACROSS APRON AND ON
 GA3629'CONNECTOR TAXI TO THE PARALLEL TAXI.  TURN LEFT, SOUTHWEST FOR 0.16 KM
 GA3629'(0.10 MI) ON THE PARALLEL TAXI TO THE STATION ON THE RIGHT JUST PASSED
 GA3629'THE CONNECTOR TAXI. STATION IS 41.0 M (134.5 FT) SOUTHWEST OF THE
 GA3629'CONNECTOR TAXI CENTER, 29.0 M (95.1 FT) NORTH OF THE NORTHWEST CORNER
 GA3629'OF THE PARALLEL TAXI, 16.5 M (54.1 FT) NORTHWEST OF THE PARALLEL TAXI
 GA3629'CENTER, 14.3 M (46.9 FT) SOUTH-SOUTHWEST OF A WINDSOCK, 0.2 M (0.7 FT)
 GA3629'NORTHEAST OF A FIBERGLASS WITNESS POST, AND THE MONUMENT IS RECESSED
 GA3629'ABOUT 3-CM BELOW THE GROUND SURFACE.  THIS STATION IS DESIGNATED AS A
 GA3629'SECONDARY AIRPORT CONTROL STATION, SACS.  BY R.G.  HAYES
 GA3629
 GA3629                          STATION RECOVERY (2001)
 GA3629
 GA3629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 GA3629'RECOVERED AS DESCRIBED, EXCEOT THE STATION NAME CHANGE.
 GA3629'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2907 ***********************************************************************
 HV2907  DESIGNATION -  ACADEMY
 HV2907  PID         -  HV2907
 HV2907  STATE/COUNTY-  VA/CAROLINE
 HV2907  USGS QUAD   -  
 HV2907
 HV2907                         *CURRENT SURVEY CONTROL
 HV2907  ___________________________________________________________________
 HV2907* NAD 83(1986)-  38 10 29.     (N)    077 16 21.     (W)     SCALED    
 HV2907* NAVD 88     -        62.580  (meters)     205.31   (feet)  ADJUSTED  
 HV2907  ___________________________________________________________________
 HV2907  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HV2907  DYNAMIC HT  -          62.541 (meters)     205.19  (feet)  COMP
 HV2907  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 HV2907
 HV2907  VERT ORDER  -  FIRST     CLASS I
 HV2907
 HV2907.The horizontal coordinates were scaled from a topographic map and have
 HV2907.an estimated accuracy of +/- 6 seconds.
 HV2907
 HV2907.The orthometric height was determined by differential leveling
 HV2907.and adjusted by the National Geodetic Survey in June 1991..
 HV2907
 HV2907.The geoid height was determined by GEOID03.
 HV2907
 HV2907.The dynamic height is computed by dividing the NAVD 88
 HV2907.geopotential number by the normal gravity value computed on the
 HV2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2907.degrees latitude (g = 980.6199 gals.).
 HV2907
 HV2907.The modeled gravity was interpolated from observed gravity values.
 HV2907
 HV2907;                    North         East    Units  Estimated Accuracy
 HV2907;SPC VA N     - 2,057,110.    3,607,550.      MT  (+/- 180 meters Scaled)
 HV2907
 HV2907                          SUPERSEDED SURVEY CONTROL
 HV2907
 HV2907  NGVD 29 (??/??/??)   63.099  (m)          207.02   (f) ADJUSTED    1 1
 HV2907
 HV2907.Superseded values are not recommended for survey control.
 HV2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2907.See file dsdata.txt to determine how the superseded data were derived.
 HV2907
 HV2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH009276(NAD 83)
 HV2907_MARKER: DS = TRIANGULATION STATION DISK
 HV2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2907_STAMPING: ACADEMY 1934
 HV2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2907+STABILITY: SURFACE MOTION
 HV2907
 HV2907  HISTORY     - Date     Condition        Report By
 HV2907  HISTORY     - 1934     MONUMENTED       CGS
 HV2907  HISTORY     - 1941     GOOD             CGS
 HV2907  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV2907  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2907  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2907
 HV2907                          STATION DESCRIPTION
 HV2907
 HV2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2907'0.5 MI SW FROM RAPPAHANNOCK ACADEMY.
 HV2907'0.5 MILE SOUTH-WEST ALONG 668 FROM THE POST OFFICE AT RAPPAHANNOCK
 HV2907'ACADEMY, 0.2 MILE SOUTH OF THE INTERSECTION OF U.S. HGW. 17 AND
 HV2907'668, 26 FEET NORTH OF NORTH SIDE OF FARM HOUSE, 20 FEET
 HV2907'NORTH-WEST OF WELL, 38 FEET EAST OF 18-INCH CHERRY TREE, 94 FEET
 HV2907'WEST OF CENTER-LINE OF 668, 1.7 FEET SOUTH-EAST OF WHITE MARKER
 HV2907'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED ACADEMY 1934
 HV2907'AND SET IN TOP OF CONCRETE POST.  A TRIANGULATION STATION.
 HV2907
 HV2907                          STATION RECOVERY (1972)
 HV2907
 HV2907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2907'MARK NOT FOUND.
 HV2907
 HV2907                          STATION RECOVERY (1995)
 HV2907
 HV2907'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2907'MARK NOT FOUND.
 HV2907
 HV2907                          STATION RECOVERY (2002)
 HV2907
 HV2907'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2908 ***********************************************************************
 HV2908  DESIGNATION -  ACADEMY RESET
 HV2908  PID         -  HV2908
 HV2908  STATE/COUNTY-  VA/CAROLINE
 HV2908  USGS QUAD   -  
 HV2908
 HV2908                         *CURRENT SURVEY CONTROL
 HV2908  ___________________________________________________________________
 HV2908* NAD 83(1993)-  38 10 30.38952(N)    077 16 21.47646(W)     ADJUSTED  
 HV2908* NAVD 88     -        62.57   (+/-2cm)     205.3    (feet)  VERTCON   
 HV2908  ___________________________________________________________________
 HV2908  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 HV2908  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HV2908
 HV2908  HORZ ORDER  -  FIRST
 HV2908  VERT ORDER  -  ? (See Below)
 HV2908
 HV2908.The horizontal coordinates were established by classical geodetic methods
 HV2908.and adjusted by the National Geodetic Survey in November 1994..
 HV2908
 HV2908.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2908.The vertical order pertains to the NGVD 29 superseded value.
 HV2908
 HV2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2908
 HV2908.The geoid height was determined by GEOID03.
 HV2908
 HV2908;                    North         East     Units Scale Factor Converg.
 HV2908;SPC VA N     - 2,057,154.765 3,607,540.311   MT  0.99997800   +0 45 57.7
 HV2908;SPC VA N     - 6,749,181.92 11,835,738.50   sFT  0.99997800   +0 45 57.7
 HV2908;SPC VA S     - 1,205,101.794 3,607,547.657   MT  1.00004469   +0 44 41.7
 HV2908;SPC VA S     - 3,953,738.14 11,835,762.60   sFT  1.00004469   +0 44 41.7
 HV2908;UTM  18      - 4,227,684.784   300,931.894   MT  1.00008807   -1 24 18.4
 HV2908
 HV2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2908!SPC VA N     -   0.99999533  x   0.99997800  =   0.99997333
 HV2908!SPC VA S     -   0.99999533  x   1.00004469  =   1.00004001
 HV2908!UTM  18      -   0.99999533  x   1.00008807  =   1.00008339
 HV2908
 HV2908|---------------------------------------------------------------------|
 HV2908| PID    Reference Object                     Distance      Geod. Az  |
 HV2908|                                                           dddmmss.s |
 HV2908| HV2906 ACADEMY RM 1                         33.802 METERS 00740     |
 HV2908| HV2909 ACADEMY RM 2                         29.090 METERS 11733     |
 HV2908| DC6635 ACADEMY RM 4                         25.317 METERS 17128     |
 HV2908| DC6634 ACADEMY RM 3 AZIMUTH                               2584208.1 |
 HV2908| DC6636 ACADEMY RM 5                         23.064 METERS 26111     |
 HV2908| HV7843 OBSERVATORY                         APPROX. 9.3 KM 2884353.2 |
 HV2908|---------------------------------------------------------------------|
 HV2908
 HV2908                          SUPERSEDED SURVEY CONTROL
 HV2908
 HV2908  NAD 83(1993)-  38 10 30.39117(N)    077 16 21.48938(W) AD(       ) 1
 HV2908  NAD 83(1986)-  38 10 30.39014(N)    077 16 21.49018(W) AD(       ) 1
 HV2908  NAD 27      -  38 10 29.92200(N)    077 16 22.56200(W) AD(       ) 1
 HV2908  NGVD 29 (??/??/??)   62.829  (m)          206.13   (f) ADJUSTED    ?  
 HV2908
 HV2908.Superseded values are not recommended for survey control.
 HV2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2908.See file dsdata.txt to determine how the superseded data were derived.
 HV2908
 HV2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0093227685(NAD 83)
 HV2908_MARKER: DS = TRIANGULATION STATION DISK
 HV2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2908_STAMPING: ACADEMY 1934 1966
 HV2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2908+STABILITY: SURFACE MOTION
 HV2908
 HV2908  HISTORY     - Date     Condition        Report By
 HV2908  HISTORY     - 1934     MONUMENTED       CGS
 HV2908  HISTORY     - 1941     GOOD             CGS
 HV2908  HISTORY     - 1949     GOOD             AMS
 HV2908  HISTORY     - 1966     SEE DESCRIPTION  CGS
 HV2908  HISTORY     - 1972     GOOD             NGS
 HV2908  HISTORY     - 1972     GOOD             NGS
 HV2908  HISTORY     - 1978     GOOD             DMA
 HV2908  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2908  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2908
 HV2908                          STATION DESCRIPTION
 HV2908
 HV2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV2908'TO REACH THE STATION, GO 9.2 MILES S FROM THE FORK AT PORT ROYAL,
 HV2908'ROAD W TO RICHMOND AND THE OTHER ROAD S TO NEWPORT NEWS AS MARKED
 HV2908'BY SIGNS ON THE ROAD, TO THE ROAD TO BOWLING GREEN.  TURN W ON
 HV2908'THIS ROAD AND GO 0.15 MILE TO RAPPAHANNOCK ACADEMY SIGN.  STATION
 HV2908'IS 78.5 FEET S OF THE S EDGE OF THE RAPPAHANNOCK ACADEMY
 HV2908'HISTORICAL SIGN, 69 FEET S OF A 2-FOOT CEDAR TREE, 27.4 FEET
 HV2908'W OF THE NW CORNER OF THE NEGRO HOUSE CLOSE TO THE ROAD.  MARK
 HV2908'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HV2908'
 HV2908'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV2908'DISKS SET IN CONCRETE.
 HV2908'
 HV2908'REFERENCE MARK NO. 1 IS NW OF THE STATION, ON THE S SIDE OF THE
 HV2908'ROAD AT THE TOP OF THE BANK, 36 FEET S OF THE CENTER LINE OF
 HV2908'THE ROAD, 70 FEET NW OF THE RAPPAHANNOCK ACADEMY HISTORICAL SIGN.
 HV2908'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HV2908'
 HV2908'REFERENCE MARK NO. 2 IS E OF THE STATION, 10 FEET SE OF AN 8-INCH
 HV2908'CEDAR TREE, 20 FEET N OF A WELL, 45 FEET S OF THE CENTER LINE
 HV2908'OF THE ROAD.  MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 HV2908'GROUND.
 HV2908'
 HV2908'REFERENCE MARK NO. 3 IS W OF THE STATION, 30 FEET N OF THE CENTER
 HV2908'LINE OF THE ROAD, 4 FEET N OF THE N ROAD BANK ON THE W SLOPE
 HV2908'OF RISE ON ROAD.  MARK WILL BE VISIBLE FROM THE GROUND BY TRIMMING
 HV2908'A FEW BUSHES AT THE STATION.
 HV2908'
 HV2908'A 90-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 HV2908'
 HV2908'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 HV2908'STATION.
 HV2908'
 HV2908'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 HV2908
 HV2908                          STATION RECOVERY (1941)
 HV2908
 HV2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV2908'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 HV2908'DIFFERENCES WERE NOTED AND CHECKED IN MEASUREMENTS TO THE REFERENCE
 HV2908'MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 HV2908'
 HV2908'STATION IS ON A KNOLL ABOUT 4-1/4 MILES W OF PORT ROYAL, 0.3 MILE
 HV2908'W OF U.S. HIGHWAY 17 AND IN THE NW ANGLE OF A T-ROAD N (PAVED)
 HV2908'AND AN E-W ROAD.  IT IS 103 FEET WNW OF THE CENTER OF PAVED T-ROAD,
 HV2908'0.05 MILE N OF E-W ROAD, 69 FEET WNW OF A 2-FOOT CEDAR TREE
 HV2908'AND 27 FEET N OF THE NW CORNER OF AN OLD NEGRO HOUSE.  IT IS
 HV2908'STAMPED ACADEMY 1934, AND PROJECTS 6 INCHES.
 HV2908'
 HV2908'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV2908'DISKS SET IN CONCRETE.
 HV2908'
 HV2908'REFERENCE MARK NO. 1 IS NE OF THE STATION, 33 FEET W OF THE
 HV2908'CENTER OF THE PAVED T-ROAD.  IT IS STAMPED ACADEMY NO. 1 1934 AND
 HV2908'PROJECTS 6 INCHES.
 HV2908'
 HV2908'REFERENCE MARK NO. 2 IS SE OF THE STATION, 38 FEET W OF THE CENTER
 HV2908'OF THE PAVED T-ROAD, 20 FEET W OF AN OLD WELL AND 10 FEET S OF
 HV2908'AN 8-INCH CEDAR TREE.  IT IS STAMPED ACADEMY 1934 NO. 2 AND
 HV2908'PROJECTS 6 INCHES.
 HV2908'
 HV2908'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS W OF THE STATION, 17 FEET
 HV2908'N OF THE CENTER OF THE ROAD AND 4 FEET N OF THE N ROAD BANK.  IT
 HV2908'IS STAMPED ACADEMY NO. 3 1934 AND PROJECTS 4 INCHES.
 HV2908'
 HV2908'ALL MARKS ARE WITNESSED BY 4-INCH SQUARE WOODEN POSTS PROJECTING
 HV2908'2-1/2 FEET.
 HV2908'
 HV2908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND
 HV2908'301 ON THE S SIDE OF PORT ROYAL, GO W ON HIGHWAY 17 FOR 4.05
 HV2908'MILES (0.25 MILE W OF BETTYS INN) TO A FORK, TAKE LEFT FORK
 HV2908'(AN OLD PAVED ROAD) WESTERLY FOR 0.3 MILE TO A FORK, TAKE RIGHT
 HV2908'FORK (N) AND GO 0.05 MILE TO STATION ON LEFT (W) SIDE OF THE ROAD.
 HV2908'
 HV2908'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT RETURN.
 HV2908'
 HV2908'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT CARLTON.
 HV2908'
 HV2908'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT NAULAKLA.
 HV2908'
 HV2908'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT DELOS.
 HV2908
 HV2908                          STATION RECOVERY (1949)
 HV2908
 HV2908'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 HV2908'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE 1941
 HV2908'DESCRIPTION.  IT IS A STANDARD STATION DISK, STAMPED ACADEMY
 HV2908'1934 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 IN. ABOVE
 HV2908'THE SURFACE OF THE GROUND.
 HV2908
 HV2908                          STATION RECOVERY (1966)
 HV2908
 HV2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV2908'THE STATION MARK WAS RECOVERED PROJECTING 14 INCHES AND THE DISK
 HV2908'AND MONUMENT SCARRED.  THIS MARK WAS DUG OUT AND A NEW SURFACE MARK
 HV2908'SET IN THE ORIGINAL LOCATION.  REFERENCE MARK NO. 1 WAS RECOVERED
 HV2908'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED PROJECTING
 HV2908'20 INCHES AND LEANING TO THE EAST WITH THE WEST CORNER OF THE
 HV2908'MONUMENT BROKEN OFF.  APPARENTLY THE DAMAGE TO THE MARKS MENTIONED
 HV2908'ABOVE HAD BEEN DONE BY A DOZER BLADE.
 HV2908'
 HV2908'REFERENCE MARKS NO. 4 AND NO. 5 WERE ESTABLISHED BY THIS PARTY.
 HV2908'
 HV2908'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 HV2908'
 HV2908'THE STATION IS LOCATED ABOUT 4-1/4 MILES WEST OF PORT ROYAL, 1/4
 HV2908'MILE SOUTH OF U.S. HIGHWAY 17 AND IN THE NORTHWEST ANGLE OF A T-ROAD
 HV2908'INTERSECTION, ON PROPERTY OF THE A.P. HILL MILITARY RESERVATION.
 HV2908'
 HV2908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 1 IN
 HV2908'FREDERICKSBURG, GO SOUTHEAST ON HIGHWAY 17 FOR 5.6 MILES TO THE
 HV2908'JUNCTION OF STATE HIGHWAY 2.  BEAR LEFT AND CONTINUE EASTERLY ON
 HV2908'HIGHWAY 17 FOR 9.45 MILES TO A SIDE ROAD RIGHT AND A SIGN CAMP
 HV2908'A.P. HILL RAPPAHANNOCK ACADEMY ENTRANCE ON THE RIGHT.  CONTINUE
 HV2908'ON HIGHWAY 17 FOR 0.35 MILE TO A TRACK ROAD, HISTORICAL SIGN N-15
 HV2908'AND GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 HV2908'SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT
 HV2908'AT THE TOP OF A CLEARED KNOLL, ABOUT 50 YARDS NORTH OF AN EAST-WEST
 HV2908'GRAVEL ROAD.
 HV2908'
 HV2908'THE STATION MARK IS A STANDARD DISK STAMPED ACADEMY 1934 1966, SET
 HV2908'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS
 HV2908'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 103.5 FEET WEST OF
 HV2908'THE CENTER OF THE TRACK ROAD, 71 FEET WEST OF A 20-INCH CEDAR TREE
 HV2908'AND 13 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 HV2908'
 HV2908'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ACADEMY NO 1 1934,
 HV2908'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HV2908'ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST OF THE CENTER
 HV2908'OF THE TRACK ROAD, 2 FEET NORTHEAST OF A 6-INCH TREE AND ON THE
 HV2908'NORTH SLOPE OF THE KNOLL.
 HV2908'
 HV2908'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ACADEMY NO 2 1934,
 HV2908'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 20
 HV2908'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH OF THE
 HV2908'20-INCH CEDAR TREE, 35.5 FEET WEST OF THE CENTER OF THE TRACK ROAD
 HV2908'AND ON THE EAST SLOPE OF THE KNOLL.
 HV2908'
 HV2908'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ACADEMY NO 4 1966,
 HV2908'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 HV2908'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 122 FEET
 HV2908'WEST OF THE CENTER OF THE TRACK ROAD, 99 FEET SOUTHWEST OF THE
 HV2908'20-INCH CEDAR TREE, 45 FEET SOUTHEAST OF THE CENTER OF TWIN 10-INCH
 HV2908'LOCUST TREES AND AT THE SOUTH EDGE OF THE CLEARING ON TOP OF THE
 HV2908'KNOLL.
 HV2908'
 HV2908'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED ACADEMY NO 5 1966,
 HV2908'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 HV2908'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70 FEET
 HV2908'WEST OF THE METAL WITNESS POST AND AT THE NORTHWEST EDGE OF THE
 HV2908'CLEARING ON TOP OF THE KNOLL.
 HV2908'
 HV2908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES WEST
 HV2908'OF PORT ROYAL.
 HV2908'
 HV2908'HEIGHT OF LIGHT ABOVE STATION MARK 98.98 FEET.
 HV2908
 HV2908                          STATION RECOVERY (1972)
 HV2908
 HV2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 HV2908'THE STATION, RM 1 AND RM 2 WERE RECOVERED AND IN GOOD CONDITION.  RM
 HV2908'3 WAS SEARCHED FOR BUT NOT RECOVERED.  BELIEVED DESTROYED BY HIGHWAY
 HV2908'CONSTRUCTION.
 HV2908'
 HV2908'THE STATION MAY BE REACHED BY GOING 4.05 MILES NORTHWEST ALONG
 HV2908'U. S. HIGHWAY 17 FROM THE INTERSECTION OF U. S. HIGHWAY 301 AT PORT
 HV2908'ROYAL, THENCE 0.35 MILE WEST ALONG STATE HIGHWAY 617.  THE STATION
 HV2908'IS AT THE NORTH EDGE OF A SMALL CLEARING, 198 FEET NORTH OF THE
 HV2908'CENTER LINE OF THE HIGHWAY, 91 FEET WEST OF THE CENTER LINE OF AN
 HV2908'OLD ROAD BED, 48 FEET NORTH OF A LONE APPLE TREE, 13 FEET
 HV2908'SOUTHEAST OF A METAL WITNESS POST, 7 FEET ABOVE THE LEVEL OF THE
 HV2908'OLD ROAD BED, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HV2908'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED ACADEMY 1934
 HV2908'1966.
 HV2908'
 HV2908'RM 1 IS 112.0 FEET NORTHEAST OF THE STATION MARK DESCRIBED, 34 FEET
 HV2908'WEST OF THE CENTER LINE OF THE OLD ROAD BED, 1-1/2 FEET SOUTHEAST OF
 HV2908'A 5 INCH HARDWOOD TREE WITH WITNESS SIGN ATTACHED, 6 FEET ABOVE THE
 HV2908'LEVEL OF THE OLD ROAD, SET IN THE TOP OF A CONCRETE POST
 HV2908'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS
 HV2908'STAMPED ACADEMY NO 1 1934.
 HV2908'
 HV2908'RM 2 IS 95.4 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 135 FEET
 HV2908'NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTER
 HV2908'LINE OF AN ABANDONED ROAD BED, 46 FEET SOUTH OF A LARGE LONE 30
 HV2908'INCH CEDAR TREE, 6 FEET ABOVE THE LEVEL OF THE OLD ROAD BED AND SET
 HV2908'IN THE TOP OF A CONCRETE POST PROJECTING 22 INCHES ABOVE THE LEVEL
 HV2908'OF THE GROUND.  THE DISK IS STAMPED ACADEMY NO 2 1934.
 HV2908'
 HV2908'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.4 MILES NORTHWEST
 HV2908'OF PORT ROYAL, VA.
 HV2908
 HV2908                          STATION RECOVERY (1972)
 HV2908
 HV2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2908'4.4 MI NW FROM PORT ROYAL.
 HV2908'ABOUT 4.05 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2908'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, THENCE 0.35 MILE
 HV2908'WEST ALONG STATE HIGHWAY 617, AT THE NORTH EDGE OF A SMALL
 HV2908'CLEARING, 198 FEET NORTH OF THE CENTER LINE OF THE STATE HIGHWAY,
 HV2908'91 FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD BED, 48 FEET
 HV2908'NORTH OF A LONE APPLE TREE, 13 FEET SOUTHEAST OF A METAL WITNESS
 HV2908'POST, 7 FEET ABOVE THE LEVEL OF THE OLD ROAD BED AND SET IN THE
 HV2908'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 HV2908'GROUND.
 HV2908
 HV2908                          STATION RECOVERY (1978)
 HV2908
 HV2908'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2908'RECOVERED IN GOOD CONDITION.
 HV2908
 HV2908                          STATION RECOVERY (1995)
 HV2908
 HV2908'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2908'MARK NOT FOUND.
 HV2908
 HV2908                          STATION RECOVERY (2002)
 HV2908
 HV2908'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2906 ***********************************************************************
 HV2906  DESIGNATION -  ACADEMY RM 1
 HV2906  PID         -  HV2906
 HV2906  STATE/COUNTY-  VA/CAROLINE
 HV2906  USGS QUAD   -  
 HV2906
 HV2906                         *CURRENT SURVEY CONTROL
 HV2906  ___________________________________________________________________
 HV2906* NAD 83(1986)-  38 10 29.     (N)    077 16 21.     (W)     SCALED    
 HV2906* NAVD 88     -        60.525  (meters)     198.57   (feet)  ADJUSTED  
 HV2906  ___________________________________________________________________
 HV2906  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HV2906  DYNAMIC HT  -          60.488 (meters)     198.45  (feet)  COMP
 HV2906  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 HV2906
 HV2906  VERT ORDER  -  FIRST     CLASS I
 HV2906
 HV2906.The horizontal coordinates were scaled from a topographic map and have
 HV2906.an estimated accuracy of +/- 6 seconds.
 HV2906
 HV2906.The orthometric height was determined by differential leveling
 HV2906.and adjusted by the National Geodetic Survey in June 1991..
 HV2906
 HV2906.The geoid height was determined by GEOID03.
 HV2906
 HV2906.The dynamic height is computed by dividing the NAVD 88
 HV2906.geopotential number by the normal gravity value computed on the
 HV2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2906.degrees latitude (g = 980.6199 gals.).
 HV2906
 HV2906.The modeled gravity was interpolated from observed gravity values.
 HV2906
 HV2906;                    North         East    Units  Estimated Accuracy
 HV2906;SPC VA N     - 2,057,110.    3,607,550.      MT  (+/- 180 meters Scaled)
 HV2906
 HV2906                          SUPERSEDED SURVEY CONTROL
 HV2906
 HV2906  NGVD 29 (??/??/??)   60.775  (m)          199.39   (f) ADJUSTED    1 1
 HV2906
 HV2906.Superseded values are not recommended for survey control.
 HV2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2906.See file dsdata.txt to determine how the superseded data were derived.
 HV2906
 HV2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH009276(NAD 83)
 HV2906_MARKER: DR = REFERENCE MARK DISK
 HV2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2906_STAMPING: ACADEMY NO 1 1934
 HV2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2906+STABILITY: SURFACE MOTION
 HV2906
 HV2906  HISTORY     - Date     Condition        Report By
 HV2906  HISTORY     - 1934     MONUMENTED       CGS
 HV2906  HISTORY     - 1972     GOOD             NGS
 HV2906  HISTORY     - 1978     GOOD             DMA
 HV2906  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2906  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2906
 HV2906                          STATION DESCRIPTION
 HV2906
 HV2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2906'4.4 MI NW FROM PORT ROYAL.
 HV2906'ABOUT 4.05 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2906'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, THENCE 0.35 MILE
 HV2906'WEST ALONG STATE HIGHWAY 617 (UNDER CONSTRUCTION IF EARLY 1972),
 HV2906'112.0 FEET NORTHEAST OF THE STATION MARK DESCRIBED, 34 FEET
 HV2906'WEST OF THE CENTER LINE OF AN OLD ROAD BED, 1 1/2 FEET SOUTHEAST
 HV2906'OF A 5 INCH HARDWOOD TREE WITH A WITNESS SIGN ATTACHED, 6 FEET
 HV2906'ABOVE THE LEVEL OF THE OLD ROAD BED AND SET IN THE TOP OF A
 HV2906'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2906
 HV2906                          STATION RECOVERY (1978)
 HV2906
 HV2906'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2906'RECOVERED IN GOOD CONDITION.
 HV2906
 HV2906                          STATION RECOVERY (1995)
 HV2906
 HV2906'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2906'MARK NOT FOUND.
 HV2906
 HV2906                          STATION RECOVERY (2002)
 HV2906
 HV2906'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2909 ***********************************************************************
 HV2909  DESIGNATION -  ACADEMY RM 2
 HV2909  PID         -  HV2909
 HV2909  STATE/COUNTY-  VA/CAROLINE
 HV2909  USGS QUAD   -  
 HV2909
 HV2909                         *CURRENT SURVEY CONTROL
 HV2909  ___________________________________________________________________
 HV2909* NAD 83(1986)-  38 10 29.     (N)    077 16 21.     (W)     SCALED    
 HV2909* NAVD 88     -        61.701  (meters)     202.43   (feet)  ADJUSTED  
 HV2909  ___________________________________________________________________
 HV2909  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HV2909  DYNAMIC HT  -          61.663 (meters)     202.31  (feet)  COMP
 HV2909  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 HV2909
 HV2909  VERT ORDER  -  FIRST     CLASS I
 HV2909
 HV2909.The horizontal coordinates were scaled from a topographic map and have
 HV2909.an estimated accuracy of +/- 6 seconds.
 HV2909
 HV2909.The orthometric height was determined by differential leveling
 HV2909.and adjusted by the National Geodetic Survey in June 1991..
 HV2909
 HV2909.The geoid height was determined by GEOID03.
 HV2909
 HV2909.The dynamic height is computed by dividing the NAVD 88
 HV2909.geopotential number by the normal gravity value computed on the
 HV2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2909.degrees latitude (g = 980.6199 gals.).
 HV2909
 HV2909.The modeled gravity was interpolated from observed gravity values.
 HV2909
 HV2909;                    North         East    Units  Estimated Accuracy
 HV2909;SPC VA N     - 2,057,110.    3,607,550.      MT  (+/- 180 meters Scaled)
 HV2909
 HV2909                          SUPERSEDED SURVEY CONTROL
 HV2909
 HV2909  NGVD 29 (??/??/??)   61.951  (m)          203.25   (f) ADJUSTED    1 1
 HV2909
 HV2909.Superseded values are not recommended for survey control.
 HV2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2909.See file dsdata.txt to determine how the superseded data were derived.
 HV2909
 HV2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH009276(NAD 83)
 HV2909_MARKER: DR = REFERENCE MARK DISK
 HV2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2909_STAMPING: ACADEMY NO 2 1934
 HV2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2909+STABILITY: SURFACE MOTION
 HV2909
 HV2909  HISTORY     - Date     Condition        Report By
 HV2909  HISTORY     - 1934     MONUMENTED       CGS
 HV2909  HISTORY     - 1972     GOOD             NGS
 HV2909  HISTORY     - 1978     GOOD             DMA
 HV2909  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2909  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2909
 HV2909                          STATION DESCRIPTION
 HV2909
 HV2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2909'4.4 MI NW FROM PORT ROYAL.
 HV2909'ABOUT 4.05 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2909'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, THENCE 0.35 MILE
 HV2909'WEST ALONG STATE HIGHWAY 617, 95.4 FEET SOUTHEAST OF THE STATION
 HV2909'MARK DESCRIBED, 33 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 HV2909'ROAD BED, 46 FEET SOUTH OF A LARGE LONE 30 INCH CEDAR TREE, 6 FEET
 HV2909'ABOVE THE OLD ROAD BED AND SET IN THE TOP OF A CONCRETE POST
 HV2909'PROJECTING 22 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2909
 HV2909                          STATION RECOVERY (1978)
 HV2909
 HV2909'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2909'RECOVERED IN GOOD CONDITION.
 HV2909
 HV2909                          STATION RECOVERY (1995)
 HV2909
 HV2909'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2909'MARK NOT FOUND.
 HV2909
 HV2909                          STATION RECOVERY (2002)
 HV2909
 HV2909'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2910 ***********************************************************************
 HV2910  DESIGNATION -  ACADEMY RM 3 AZIMUTH
 HV2910  PID         -  HV2910
 HV2910  STATE/COUNTY-  VA/CAROLINE
 HV2910  USGS QUAD   -  
 HV2910
 HV2910                         *CURRENT SURVEY CONTROL
 HV2910  ___________________________________________________________________
 HV2910* NAD 83(1986)-  38 10 28.     (N)    077 16 36.     (W)     SCALED    
 HV2910* NAVD 88     -        61.076  (meters)     200.38   (feet)  ADJUSTED  
 HV2910  ___________________________________________________________________
 HV2910  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HV2910  DYNAMIC HT  -          61.039 (meters)     200.26  (feet)  COMP
 HV2910  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 HV2910
 HV2910  VERT ORDER  -  SECOND    CLASS 0
 HV2910
 HV2910.The horizontal coordinates were scaled from a topographic map and have
 HV2910.an estimated accuracy of +/- 6 seconds.
 HV2910
 HV2910.The orthometric height was determined by differential leveling
 HV2910.and adjusted by the National Geodetic Survey in June 1991..
 HV2910
 HV2910.The geoid height was determined by GEOID03.
 HV2910
 HV2910.The dynamic height is computed by dividing the NAVD 88
 HV2910.geopotential number by the normal gravity value computed on the
 HV2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2910.degrees latitude (g = 980.6199 gals.).
 HV2910
 HV2910.The modeled gravity was interpolated from observed gravity values.
 HV2910
 HV2910;                    North         East    Units  Estimated Accuracy
 HV2910;SPC VA N     - 2,057,080.    3,607,190.      MT  (+/- 180 meters Scaled)
 HV2910
 HV2910                          SUPERSEDED SURVEY CONTROL
 HV2910
 HV2910  NGVD 29 (??/??/??)   61.330  (m)          201.21   (f) ADJUSTED    2 0
 HV2910
 HV2910.Superseded values are not recommended for survey control.
 HV2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2910.See file dsdata.txt to determine how the superseded data were derived.
 HV2910
 HV2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH005276(NAD 83)
 HV2910_MARKER: DR = REFERENCE MARK DISK
 HV2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2910_STAMPING: ACADEMY NO 3 1934
 HV2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2910+STABILITY: SURFACE MOTION
 HV2910
 HV2910  HISTORY     - Date     Condition        Report By
 HV2910  HISTORY     - 1934     MONUMENTED       CGS
 HV2910  HISTORY     - 1972     GOOD             NGS
 HV2910  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2910  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2910  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV2910
 HV2910                          STATION DESCRIPTION
 HV2910
 HV2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2910'0.3 MI NW FROM RAPPAHANNOCK ACADEMY.
 HV2910'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE PRESENT (1949)
 HV2910'POST OFFICE AT RAPPAHANNOCK ACADEMY, CAROLINE COUNTY, THENCE 0.2
 HV2910'MILE SOUTHWEST ALONG RESERVATION ROAD 17, 0.2 MILE SOUTHWEST
 HV2910'OF TRIANGULATION STATION ACADEMY DESCRIBED BELOW, 30 FEET NORTH
 HV2910'OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A WHITE
 HV2910'WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 HV2910'ACADEMY NO 3 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HV2910
 HV2910                          STATION RECOVERY (1978)
 HV2910
 HV2910'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2910'MARK NOT FOUND.
 HV2910
 HV2910                          STATION RECOVERY (1995)
 HV2910
 HV2910'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2910'MARK NOT FOUND.
 HV2910
 HV2910                          STATION RECOVERY (2002)
 HV2910
 HV2910'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6178 ***********************************************************************
 GV6178  DESIGNATION -  ACCA
 GV6178  PID         -  GV6178
 GV6178  STATE/COUNTY-  VA/RICHMOND
 GV6178  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV6178
 GV6178                         *CURRENT SURVEY CONTROL
 GV6178  ___________________________________________________________________
 GV6178* NAD 83(1993)-  37 53 00.48770(N)    076 45 53.94101(W)     ADJUSTED  
 GV6178* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 GV6178  ___________________________________________________________________
 GV6178  X           -   1,153,968.449 (meters)                     COMP
 GV6178  Y           -  -4,906,479.737 (meters)                     COMP
 GV6178  Z           -   3,895,222.891 (meters)                     COMP
 GV6178  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 GV6178  ELLIP HEIGHT-         -33.42  (meters)          (09/08/95) GPS OBS
 GV6178  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 GV6178
 GV6178  HORZ ORDER  -  SECOND
 GV6178  ELLP ORDER  -  FOURTH    CLASS II
 GV6178
 GV6178.The horizontal coordinates were established by GPS observations
 GV6178.and adjusted by the National Geodetic Survey in November 1994..
 GV6178
 GV6178.The orthometric height was determined by GPS observations and a
 GV6178.high-resolution geoid model.
 GV6178
 GV6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6178
 GV6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6178
 GV6178.The ellipsoidal height was determined by GPS observations
 GV6178.and is referenced to NAD 83.
 GV6178
 GV6178.The geoid height was determined by GEOID03.
 GV6178
 GV6178;                    North         East     Units Scale Factor Converg.
 GV6178;SPC VA S     - 1,173,433.652 3,652,620.837   MT  0.99998587   +1 03 10.9
 GV6178;SPC VA S     - 3,849,840.24 11,983,640.20   sFT  0.99998587   +1 03 10.9
 GV6178;SPC VA N     - 2,025,507.025 3,652,627.052   MT  1.00002983   +1 04 58.3
 GV6178;SPC VA N     - 6,645,350.96 11,983,660.59   sFT  1.00002983   +1 04 58.3
 GV6178;UTM  18      - 4,194,354.019   344,788.170   MT  0.99989672   -1 05 02.5
 GV6178
 GV6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6178!SPC VA S     -   1.00000524  x   0.99998587  =   0.99999111
 GV6178!SPC VA N     -   1.00000524  x   1.00002983  =   1.00003507
 GV6178!UTM  18      -   1.00000524  x   0.99989672  =   0.99990196
 GV6178
 GV6178                          SUPERSEDED SURVEY CONTROL
 GV6178
 GV6178  ELLIP H (11/14/94)  -33.44   (m)                       GP(       ) 4 2
 GV6178  NAD 83(1993)-  37 53 00.48712(N)    076 45 53.95956(W) AD(       ) 2
 GV6178
 GV6178.Superseded values are not recommended for survey control.
 GV6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6178.See file dsdata.txt to determine how the superseded data were derived.
 GV6178
 GV6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4478894354(NAD 83)
 GV6178_MARKER: DD = SURVEY DISK
 GV6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6178_SP_SET: CONCRETE POST
 GV6178_STAMPING: ACCA 1992
 GV6178_MARK LOGO: NOS   
 GV6178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GV6178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV6178+STABILITY: POSITION/ELEVATION WELL
 GV6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6178+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GV6178
 GV6178  HISTORY     - Date     Condition        Report By
 GV6178  HISTORY     - 1992     MONUMENTED       NOS
 GV6178  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV6178  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV6178
 GV6178                          STATION DESCRIPTION
 GV6178
 GV6178'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 GV6178'THE STATION IS LOCATED ABOUT 6 MI (9.66 KM) SOUTHEAST OF TAPPAHANNOCK
 GV6178'AND ABOUT 5.7 MI (9.17 KM) SOUTH OF WARSAW, ALONG THE NORTH SHORE OF
 GV6178'THE RAPPAHANNOCK RIVER, ABOUT MIDWAY BETWEEN THE VILLAGE OF WELLFORD
 GV6178'AND ACCACEEK POINT.
 GV6178'TO REACH THE STATION FROM THE JUNCTION OF US
 GV6178'HIGHWAY 360 AND STATE ROUTE 3 IN WARSAW, PROCEED SOUTH ALONG STATE
 GV6178'ROUTE 3 FOR 0.75 MILE TO COUNTY ROUTE 630 ON THE RIGHT IN COBHAM PARK.
 GV6178'TURN RIGHT AND PROCEED SOUTHERLY ALONG STATE ROUTE 630 FOR 4.4 MI
 GV6178'(7.08 KM) TO THE END OF THE PAVEMENT AT THE NORTH EDGE OF WELLFORD.
 GV6178'CONTINUE SOUTHERLY ALONG A GRAVEL ROAD AND THROUGH THE VILLAGE TO A
 GV6178'WOOD BRIDGE.  CROSS THE BRIDGE AND CONTINUE AHEAD FOR 0.2 MI (0.32 KM)
 GV6178'TO THE STATION ON THE RIGHT IN A GRASSY AREA OF THE BEACH.
 GV6178'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED ---ACCA 1992---,
 GV6178'CRIMPED TO THE TOP OF AN ALUMINUM ROD DRIVEN 3.5 FT (1.07 M) INTO THE
 GV6178'GROUND AND SURROUNDED BY A ROUND CONCRETE MONUMENT FLUSH WITH THE
 GV6178'GROUND, IT IS ABOUT 110 M (360.89 FT) SOUTH OF A BEND IN THE ROAD JUST
 GV6178'SOUTH OF THE BRIDGE, 68 M (223.10 FT) SOUTH OF A TELEPHONE POLE, 45 M
 GV6178'(147.64 FT) NORTH OF A SMALL STAND OF TREES NEAR THE BEACHFRONT, 19 M
 GV6178'(62.34 FT) EAST OF THE APPARENT HIGH WATERLINE OF THE RAPPAHANNOCK
 GV6178'RIVER, AND 4.5 M (14.76 FT) WEST OF THE APPROXIMATE CENTERLINE OF THE
 GV6178'GRAVEL ROAD.
 GV6178
 GV6178                          STATION RECOVERY (1999)
 GV6178
 GV6178'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV6178'MARK NOT FOUND.
 GV6178
 GV6178                          STATION RECOVERY (2003)
 GV6178
 GV6178'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV6178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5076 ***********************************************************************
 GV5076  DESIGNATION -  ACCACEEK VFC 1919
 GV5076  PID         -  GV5076
 GV5076  STATE/COUNTY-  VA/RICHMOND
 GV5076  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV5076
 GV5076                         *CURRENT SURVEY CONTROL
 GV5076  ___________________________________________________________________
 GV5076* NAD 83(1993)-  37 52 42.81401(N)    076 45 56.96103(W)     ADJUSTED  
 GV5076* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5076  ___________________________________________________________________
 GV5076  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 GV5076  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GV5076
 GV5076  HORZ ORDER  -  THIRD
 GV5076
 GV5076.The horizontal coordinates were established by classical geodetic methods
 GV5076.and adjusted by the National Geodetic Survey in November 1994..
 GV5076
 GV5076.The orthometric height was scaled from a topographic map.
 GV5076
 GV5076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5076
 GV5076.The geoid height was determined by GEOID03.
 GV5076
 GV5076;                    North         East     Units Scale Factor Converg.
 GV5076;SPC VA S     - 1,172,887.486 3,652,557.061   MT  0.99998511   +1 03 09.1
 GV5076;SPC VA S     - 3,848,048.36 11,983,430.96   sFT  0.99998511   +1 03 09.1
 GV5076;UTM  18      - 4,193,810.659   344,704.080   MT  0.99989704   -1 05 03.9
 GV5076
 GV5076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5076!SPC VA S     -   1.00000524  x   0.99998511  =   0.99999035
 GV5076!UTM  18      -   1.00000524  x   0.99989704  =   0.99990228
 GV5076
 GV5076:                Primary Azimuth Mark                     Grid Az
 GV5076:SPC VA S     -  NEALE VFC 1919                           138 52 37.3
 GV5076:UTM  18      -  NEALE VFC 1919                           141 00 50.3
 GV5076
 GV5076|---------------------------------------------------------------------|
 GV5076| PID    Reference Object                     Distance      Geod. Az  |
 GV5076|                                                           dddmmss.s |
 GV5076| GV4746 NEALE VFC 1919                      APPROX. 3.4 KM 1395546.4 |
 GV5076|---------------------------------------------------------------------|
 GV5076
 GV5076                          SUPERSEDED SURVEY CONTROL
 GV5076
 GV5076  NAD 83(1986)-  37 52 42.81487(N)    076 45 56.97774(W) AD(       ) 3
 GV5076  NAD 27      -  37 52 42.31400(N)    076 45 58.11200(W) AD(       ) 3
 GV5076
 GV5076.Superseded values are not recommended for survey control.
 GV5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5076.See file dsdata.txt to determine how the superseded data were derived.
 GV5076
 GV5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4470493811(NAD 83)
 GV5076_MARKER: N = NAIL
 GV5076_SETTING: 0 = UNSPECIFIED SETTING
 GV5076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5076
 GV5076  HISTORY     - Date     Condition        Report By
 GV5076  HISTORY     - 1919     MONUMENTED       VACF
 GV5076  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV5076  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV5076  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV5076  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV5076
 GV5076                          STATION DESCRIPTION
 GV5076
 GV5076'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV5076'ON RAPPAHANNOCK RIVER, ON THE EXTREME END OF A POINT OF MARSH.
 GV5076'MARKED BY A 4- BY 4-INCH SCANTLING, NAIL FOR CENTER.
 GV5076
 GV5076                          STATION RECOVERY (1943)
 GV5076
 GV5076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV5076'DISCREPANCIES--THE 1919 DESCRIPTION IS INADEQUATE.  THE
 GV5076'STATION RECOVERED WAS A SECTION OF 1-INCH GALVANIZED PIPE
 GV5076'AND NOT A 4 BY 4 SCANTLING AS MENTIONED IN THE ORIGINAL
 GV5076'DESCRIPTION.  THEREFORE, IT MIGHT BE DOUBTFUL THAT THE FOLLOWING
 GV5076'DESCRIPTION CAN BE APPLIED TO THE STATION ACCACEEK.  HOWEVER,
 GV5076'THERE IS ONLY ONE SUCH POINT ON THE END OF THE MARSH, AS
 GV5076'HAS BEEN DESCRIBED IN 1919.  BECAUSE OF THE AGREEMENT IN
 GV5076'THE LOCATION OF THE GALVANIZED PIPE TO THE LOCATION AS SET
 GV5076'FORTH IN THE ORIGINAL DESCRIPTION, IT SEEMS REASONABLE TO
 GV5076'ASSUME THAT THE STATION RECOVERED IS THE STATION PREVIOUSLY
 GV5076'DESCRIBED.
 GV5076'
 GV5076'NEW DESCRIPTION--THIS STATION IS LOCATED 9 MILES S OF WARSAW,
 GV5076'ON THE POINT OF LAND CALLED ACCACEEK POINT ON THE E SHORE
 GV5076'OF THE RAPPAHANNOCK RIVER.  IT IS ON THE EXTREME POINT OF
 GV5076'LAND BEING ONLY TEN FEET FROM THE WATERS EDGE.  IT IS ABOUT
 GV5076'40 FEET S OF A SMALL INDENTATION IN THE SHORELINE AND ABOUT
 GV5076'235 FEET NW OF A RATHER SHARP INDENTATION IN THE SHORELINE.
 GV5076'IT IS ON MARSHY GROUND ABOUT 800 FEET W OF HARD GROUND.  THE
 GV5076'STATION IS A SECTION OF 1-INCH GALVANIZED-IRON PIPE, WHICH
 GV5076'IS SET IN A CONCRETE MONUMENT, AND EXTENDS ABOUT 5 INCHES
 GV5076'ABOVE THE GROUND SURFACE.  THE SURFACE IS IN POOR CONDITION,
 GV5076'BEING BADLY RUSTED AND LOOSE.
 GV5076
 GV5076                          STATION RECOVERY (1994)
 GV5076
 GV5076'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5076'MARK NOT FOUND.
 GV5076
 GV5076                          STATION RECOVERY (1999)
 GV5076
 GV5076'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5076'MARK NOT FOUND.
 GV5076
 GV5076                          STATION RECOVERY (2003)
 GV5076
 GV5076'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5017 ***********************************************************************
 HV5017  DESIGNATION -  ACCO
 HV5017  PID         -  HV5017
 HV5017  STATE/COUNTY-  VA/FAIRFAX
 HV5017  USGS QUAD   -  FORT BELVOIR (1983)
 HV5017
 HV5017                         *CURRENT SURVEY CONTROL
 HV5017  ___________________________________________________________________
 HV5017* NAD 83(1993)-  38 41 00.40483(N)    077 09 56.10431(W)     ADJUSTED  
 HV5017* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5017  ___________________________________________________________________
 HV5017  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HV5017  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV5017
 HV5017  HORZ ORDER  -  THIRD
 HV5017
 HV5017.The horizontal coordinates were established by classical geodetic methods
 HV5017.and adjusted by the National Geodetic Survey in November 1994..
 HV5017
 HV5017.The orthometric height was scaled from a topographic map.
 HV5017
 HV5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5017
 HV5017.The geoid height was determined by GEOID03.
 HV5017
 HV5017;                    North         East     Units Scale Factor Converg.
 HV5017;SPC VA N     - 2,113,705.065 3,616,098.912   MT  0.99994905   +0 49 58.2
 HV5017;SPC VA N     - 6,934,714.03 11,863,817.85   sFT  0.99994905   +0 49 58.2
 HV5017;SPC MD       -   112,879.523   385,592.963   MT  0.99995545   -0 06 14.1
 HV5017;SPC MD       -   370,338.90  1,265,066.25   sFT  0.99995545   -0 06 14.1
 HV5017;UTM  18      - 4,283,874.683   311,635.634   MT  1.00003694   -1 21 14.1
 HV5017
 HV5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5017!SPC VA N     -   1.00000495  x   0.99994905  =   0.99995400
 HV5017!SPC MD       -   1.00000495  x   0.99995545  =   0.99996040
 HV5017!UTM  18      -   1.00000495  x   1.00003694  =   1.00004189
 HV5017
 HV5017|---------------------------------------------------------------------|
 HV5017| PID    Reference Object                     Distance      Geod. Az  |
 HV5017|                                                           dddmmss.s |
 HV5017| DC6638 ACCO RM 2                                          02904     |
 HV5017| DC6637 ACCO RM 1                                          14355     |
 HV5017| HV5035 POHICK                              APPROX. 0.7 KM 1981808.1 |
 HV5017|---------------------------------------------------------------------|
 HV5017
 HV5017                          SUPERSEDED SURVEY CONTROL
 HV5017
 HV5017  NAD 83(1993)-  38 41 00.40273(N)    077 09 56.10768(W) AD(       ) 3
 HV5017  NAD 83(1986)-  38 41 00.40094(N)    077 09 56.11728(W) AD(       ) 3
 HV5017  NAD 27      -  38 40 59.97800(N)    077 09 57.19200(W) AD(       ) 3
 HV5017
 HV5017.Superseded values are not recommended for survey control.
 HV5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5017.See file dsdata.txt to determine how the superseded data were derived.
 HV5017
 HV5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1163683875(NAD 83)
 HV5017_MARKER: DS = TRIANGULATION STATION DISK
 HV5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5017
 HV5017  HISTORY     - Date     Condition        Report By
 HV5017  HISTORY     - 1926     MONUMENTED       CGS
 HV5017  HISTORY     - 1927     GOOD             CGS
 HV5017
 HV5017                          STATION DESCRIPTION
 HV5017
 HV5017'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (FLP)
 HV5017'TRIANGULATION STATION ACCO IS A THIRD ORDER STATION AND IS
 HV5017'SITUATED AT THE HEAD OF GUNSTON COVE ON THE POINT WHICH
 HV5017'MAKES OUT BETWEEN POHICK BAY AND ACCOTINK BAY, ABOUT 3350
 HV5017'YARDS (280 DEG.T.) FROM WHITE STONE POINT.  THE STATION
 HV5017'UNDERGROUND MARK IS A STANDARD BRASS STATION MARK SET IN A
 HV5017'CYLINDRICAL MASS OF CONCRETE, ABOUT 12 INCHES IN DIAMETER
 HV5017'AND ABOUT 6 INCHES IN HEIGHT EMBEDDED WITH ITS TOP ABOUT
 HV5017'24 INCHES BELOW THE SURFACE OF THE GROUND.  THERE ARE 4 INCHES
 HV5017'OF SOIL BETWEEN THE UNDERGROUND STATION MARK AND THE BOTTOM
 HV5017'OF THE SURFACE STATION MARK.
 HV5017'
 HV5017'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 HV5017'BRONZE DISKS SET IN CONCRETE
 HV5017'WITNESS MARKS ARE TREES MARKED WITH A TRIANGULAR BLAZE
 HV5017'WITH A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE
 HV5017'
 HV5017'THE SURFACE MARK IS A STANDARD BRASS STATION MARK SET IN A
 HV5017'CYLINDRICAL MASS OF CONCRETE ABOUT 12 INCHES IN DIAMETER,
 HV5017'AND ABOUT 18 INCHES IN HEIGHT EMBEDDED WITH ITS TOP ABOUT
 HV5017'2 INCHES BELOW THE NATURAL SURFACE OF THE GROUND.  THE MARKS
 HV5017'ARE BOTH STAMPED ACCO-1926.  THE STATION IS ABOUT 8 OR
 HV5017'10 METERS INSHORE FROM THE HIGH-WATER LINE AND ABOUT 2-1/2
 HV5017'FEET ABOVE THE HIGH-WATER LEVEL.
 HV5017'
 HV5017'REFERENCE MARK NO. 1 IS A STANDARD BRASS REFERENCE MARK SET
 HV5017'IN A CYLINDRICAL MASS OF CONCRETE 12 INCHES IN DIAMETER AND
 HV5017'24 INCHES IN HEIGHT, EMBEDDED IN CLAY SOIL WITH THE TOP OF THE
 HV5017'CONCRETE ABOUT 2 INCHES BELOW THE NATURAL SURFACE OF THE GROUND
 HV5017'ABOUT 2 OR 3 METERS INSHORE FROM THE HIGH-WATER LINE AND ABOUT
 HV5017'2-1/2 FEET ABOVE HIGH WATER.
 HV5017'
 HV5017'REFERENCE MARK NO. 2 IS A STANDARD BRASS REFERENCE MARK SET
 HV5017'IN A CYLINDRICAL MASS OF CONCRETE ABOUT 12 INCHES IN
 HV5017'DIAMETER AND ABOUT 24 INCHES IN HEIGHT EMBEDDED WITH ITS TOP
 HV5017'ABOUT 4 INCHES BELOW THE NATURAL SURFACE OF THE GROUND, IN
 HV5017'CLAY SOIL, ABOUT 3 OR 4 METERS INSHORE FROM HIGH-WATER LINE,
 HV5017'AND ABOUT 2-1/2 FEET ABOVE HIGH WATER.
 HV5017'
 HV5017'WITNESS MARK NO. 1 IS A TRIANGULAR BLAZE CUT IN A TREE, ABOUT
 HV5017'20 INCHES IN DIAMETER, AT THE BASE, CUT ABOUT 4 FEET ABOVE THE
 HV5017'GROUND, WITH A NAIL DRIVEN FLUSH IN THE CENTER OF THE BLAZE
 HV5017'FOR A POINT OF REFERENCE.  THE TREE IS ABOUT 2 OR 3 METERS
 HV5017'INSHORE FROM THE HIGH-WATER LINE.
 HV5017'
 HV5017'WITNESS MARK NO. 2 IS A TRIANGULAR BLAZE CUT IN A TREE,
 HV5017'APPARENTLY SYCAMORE, ABOUT 24 INCHES IN DIAMETER AT THE BASE,
 HV5017'CUT ABOUT 4 FEET ABOVE THE SURFACE OF THE GROUND.  THERE IS
 HV5017'A NAIL DRIVEN FLUSH IN THE CENTER OF THE BLAZE FOR A POINT
 HV5017'OF REFERENCE.  THE TREE IS SITUATED ABOUT 2 OR 3 METERS INSHORE
 HV5017'FROM THE HIGH-WATER LINE.
 HV5017'
 HV5017'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 HV5017
 HV5017                          STATION RECOVERY (1927)
 HV5017
 HV5017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP)
 HV5017'TRIANGULATION STATION MARK, BOTH REFERENCE MARKS, AND BOTH
 HV5017'WITNESS MARKS WERE FOUND TO BE IN GOOD CONDITION.
 HV5017'
 HV5017'ORIGINAL DESCRIPTION APPEARS TO HAVE BEEN ADEQUATE.
 HV5017'
 HV5017'NO NEW MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0408 ***********************************************************************
 FW0408  DESIGNATION -  ACCOMAC AZ MK
 FW0408  PID         -  FW0408
 FW0408  STATE/COUNTY-  VA/ACCOMACK
 FW0408  USGS QUAD   -  ACCOMAC (1979)
 FW0408
 FW0408                         *CURRENT SURVEY CONTROL
 FW0408  ___________________________________________________________________
 FW0408* NAD 83(1986)-  37 42 58.     (N)    075 40 53.     (W)     SCALED    
 FW0408* NAVD 88     -        12.519  (meters)      41.07   (feet)  ADJUSTED  
 FW0408  ___________________________________________________________________
 FW0408  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0408  DYNAMIC HT  -          12.510 (meters)      41.04  (feet)  COMP
 FW0408  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 FW0408
 FW0408  VERT ORDER  -  FIRST     CLASS I
 FW0408
 FW0408.The horizontal coordinates were scaled from a topographic map and have
 FW0408.an estimated accuracy of +/- 6 seconds.
 FW0408
 FW0408.The orthometric height was determined by differential leveling
 FW0408.and adjusted by the National Geodetic Survey in June 1991..
 FW0408
 FW0408.The geoid height was determined by GEOID03.
 FW0408
 FW0408.The dynamic height is computed by dividing the NAVD 88
 FW0408.geopotential number by the normal gravity value computed on the
 FW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0408.degrees latitude (g = 980.6199 gals.).
 FW0408
 FW0408.The modeled gravity was interpolated from observed gravity values.
 FW0408
 FW0408;                    North         East    Units  Estimated Accuracy
 FW0408;SPC VA S     - 1,157,170.    3,748,470.      MT  (+/- 180 meters Scaled)
 FW0408
 FW0408                          SUPERSEDED SURVEY CONTROL
 FW0408
 FW0408  NGVD 29 (??/??/??)   12.757  (m)           41.85   (f) ADJUSTED    1 1
 FW0408
 FW0408.Superseded values are not recommended for survey control.
 FW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0408.See file dsdata.txt to determine how the superseded data were derived.
 FW0408
 FW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG399745(NAD 83)
 FW0408_MARKER: DZ = AZIMUTH MARK DISK
 FW0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0408_STAMPING: ACCOMAC 1942
 FW0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0408+STABILITY: SURFACE MOTION
 FW0408
 FW0408  HISTORY     - Date     Condition        Report By
 FW0408  HISTORY     - 1942     MONUMENTED       CGS
 FW0408  HISTORY     - 1963     GOOD             CGS
 FW0408
 FW0408                          STATION DESCRIPTION
 FW0408
 FW0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0408'0.6 MI SW FROM ACCOMAC.
 FW0408'ABOUT 0.6 MILE SOUTHWEST AND WEST ALONG U.S. HIGHWAY 13 FROM
 FW0408'THE JUNCTION OF SECONDARY STATE HIGHWAY 764 AT ACCOMAC, 33.5
 FW0408'FEET SOUTH OF CENTER LINE OF HIGHWAY, 3 FEET EAST OF TELEPHONE
 FW0408'POLE 1841, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A
 FW0408'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1184 ***********************************************************************
 FW1184  DESIGNATION -  ACCOMAC CLUB WATER TANK
 FW1184  PID         -  FW1184
 FW1184  STATE/COUNTY-  VA/ACCOMACK
 FW1184  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1184
 FW1184                         *CURRENT SURVEY CONTROL
 FW1184  ___________________________________________________________________
 FW1184* NAD 83(1993)-  37 35 18.87938(N)    075 37 49.70108(W)     ADJUSTED  
 FW1184* NAVD 88     -                                                        
 FW1184  ___________________________________________________________________
 FW1184  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FW1184  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 FW1184
 FW1184  HORZ ORDER  -  THIRD
 FW1184
 FW1184.The horizontal coordinates were established by classical geodetic methods
 FW1184.and adjusted by the National Geodetic Survey in November 1994..
 FW1184
 FW1184
 FW1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1184
 FW1184.The geoid height was determined by GEOID03.
 FW1184
 FW1184;                    North         East     Units Scale Factor Converg.
 FW1184;SPC VA S     - 1,143,153.132 3,753,388.227   MT  0.99995282   +1 44 29.7
 FW1184;SPC VA S     - 3,750,494.90 12,314,241.21   sFT  0.99995282   +1 44 29.7
 FW1184;UTM  18      - 4,160,355.260   444,338.092   MT  0.99963816   -0 23 04.5
 FW1184
 FW1184                          SUPERSEDED SURVEY CONTROL
 FW1184
 FW1184  NAD 83(1993)-  37 35 18.87695(N)    075 37 49.73229(W) AD(       ) 4
 FW1184  NAD 83(1986)-  37 35 18.87841(N)    075 37 49.73942(W) AD(       ) 4
 FW1184  NAD 27      -  37 35 18.39000(N)    075 37 50.98000(W) AD(       ) 3
 FW1184
 FW1184.Superseded values are not recommended for survey control.
 FW1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1184.See file dsdata.txt to determine how the superseded data were derived.
 FW1184
 FW1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4433860355(NAD 83)
 FW1184_MARKER: 53 = ELEVATED TANK
 FW1184
 FW1184  HISTORY     - Date     Condition        Report By
 FW1184  HISTORY     - 1937     FIRST OBSERVED   CGS
 FW1184  HISTORY     - 1942     GOOD             CGS
 FW1184  HISTORY     - 1951     POOR             CGS
 FW1184  HISTORY     - 1961     POOR             CGS
 FW1184
 FW1184                          STATION DESCRIPTION
 FW1184
 FW1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW1184'THIS IS A SMALL ELEVATED WATER TANK AND IS ABOUT ALL THAT REMAINS
 FW1184'OF THE BUILDINGS AND STRUCTURES OF THE ACCOMAC CLUB.  IT IS
 FW1184'LOCATED ON THE NORTHERNMOST TANGENT OF THE LARGE MARSH ISLAND
 FW1184'OPPOSITE WACHAPREAGUE INLET.  THIS ISLAND IS BOUNDED ON THE E BY
 FW1184'WACHAPREAGUE INLET AND HORSESHOE LEAD, ON THE S BY MILLSTONE
 FW1184'CREEK, AND ON THE N BY BRADFORD CHANNEL.  NOT MARKED.
 FW1184
 FW1184                          STATION RECOVERY (1942)
 FW1184
 FW1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1184'THIS STATION IS A SMALL ELEVATED WATER TANK, ABOUT 35 FEET HIGH,
 FW1184'MOUNTED ON FOUR STEEL SUPPORTS, AND OF A WEATHER-WORN LIGHT BUFF
 FW1184'COLOR.  A SMALL WOODEN PUMP HOUSE IS DIRECTLY UNDER IT.  THIS IS
 FW1184'ALL THAT REMAINS OF THE BUILDINGS OF THE ACCOMAC CLUB.  IT IS
 FW1184'LOCATED ON THE NORTHERNMOST TANGENT OF THE LARGE MARSH ISLAND,
 FW1184'WHICH IS BOUNDED ON THE E BY WACHAPREAGUE INLET AND HORSESHOE
 FW1184'LEAD ON THE S BY MILLSTONE CREEK, AND ON THE N BY BRADFORD
 FW1184'CHANNEL.  THIS STATION IS IN GOOD CONDITION.
 FW1184
 FW1184                          STATION RECOVERY (1951)
 FW1184
 FW1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 FW1184'STATION RECOVERED AND IN POOR CONDITION.  TANK AND SUPPORTS ARE
 FW1184'ROTTING AWAY.
 FW1184'
 FW1184'DESCRIPTION ADEQUATE.
 FW1184
 FW1184                          STATION RECOVERY (1961)
 FW1184
 FW1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1184'STATION RECOVERED IN VERY POOR CONDITION.  DUE TO STORM WAVE
 FW1184'ACTION THE FOUNDATION IS BEING WASHED FROM UNDER THE TANK.
 FW1184'AT THE PRESENT TIME THE TANK IS ABOUT 2 FEET OUT OF PLUMB, LEANING
 FW1184'TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0407 ***********************************************************************
 FW0407  DESIGNATION -  ACCOMAC RESET
 FW0407  PID         -  FW0407
 FW0407  STATE/COUNTY-  VA/ACCOMACK
 FW0407  USGS QUAD   -  ACCOMAC (1979)
 FW0407
 FW0407                         *CURRENT SURVEY CONTROL
 FW0407  ___________________________________________________________________
 FW0407* NAD 83(1993)-  37 43 02.20624(N)    075 40 29.23879(W)     ADJUSTED  
 FW0407* NAVD 88     -        13.488  (meters)      44.25   (feet)  ADJUSTED  
 FW0407  ___________________________________________________________________
 FW0407  X           -   1,249,911.256 (meters)                     COMP
 FW0407  Y           -  -4,894,597.785 (meters)                     COMP
 FW0407  Z           -   3,880,654.344 (meters)                     COMP
 FW0407  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 FW0407  ELLIP HEIGHT-         -23.06  (meters)          (05/02/02) GPS OBS
 FW0407  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0407  DYNAMIC HT  -          13.479 (meters)      44.22  (feet)  COMP
 FW0407  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 FW0407
 FW0407  HORZ ORDER  -  B
 FW0407  VERT ORDER  -  FIRST     CLASS I
 FW0407  ELLP ORDER  -  FOURTH    CLASS II
 FW0407
 FW0407.The horizontal coordinates were established by GPS observations
 FW0407.and adjusted by the National Geodetic Survey in November 1995..
 FW0407
 FW0407.The orthometric height was determined by differential leveling
 FW0407.and adjusted by the National Geodetic Survey in June 1991..
 FW0407
 FW0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FW0407
 FW0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0407
 FW0407.The ellipsoidal height was determined by GPS observations
 FW0407.and is referenced to NAD 83.
 FW0407
 FW0407.The geoid height was determined by GEOID03.
 FW0407
 FW0407.The dynamic height is computed by dividing the NAVD 88
 FW0407.geopotential number by the normal gravity value computed on the
 FW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0407.degrees latitude (g = 980.6199 gals.).
 FW0407
 FW0407.The modeled gravity was interpolated from observed gravity values.
 FW0407
 FW0407;                    North         East     Units Scale Factor Converg.
 FW0407;SPC VA S     - 1,157,312.719 3,749,048.747   MT  0.99996399   +1 42 52.9
 FW0407;SPC VA S     - 3,796,950.15 12,300,004.10   sFT  0.99996399   +1 42 52.9
 FW0407;UTM  18      - 4,174,661.600   440,528.297   MT  0.99964356   -0 24 46.2
 FW0407
 FW0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0407!SPC VA S     -   1.00000362  x   0.99996399  =   0.99996761
 FW0407!UTM  18      -   1.00000362  x   0.99964356  =   0.99964718
 FW0407
 FW0407:                Primary Azimuth Mark                     Grid Az
 FW0407:SPC VA S     -  PARKSLEY TANK                            014 29 51.4
 FW0407:UTM  18      -  PARKSLEY TANK                            016 37 30.5
 FW0407
 FW0407|---------------------------------------------------------------------|
 FW0407| PID    Reference Object                     Distance      Geod. Az  |
 FW0407|                                                           dddmmss.s |
 FW0407| FW1094 PARKSLEY TANK                       APPROX. 7.8 KM 0161244.3 |
 FW0407| FW0405 ACCOMAC RM 1                         45.415 METERS 03803     |
 FW0407| FW0408 ACCOMAC AZ MK                                      2610631.2 |
 FW0407| DC7778 ACCOMAC RM 2                         38.917 METERS 31219     |
 FW0407|---------------------------------------------------------------------|
 FW0407
 FW0407                          SUPERSEDED SURVEY CONTROL
 FW0407
 FW0407  ELLIP H (11/22/95)  -23.03   (m)                       GP(       ) 1 1
 FW0407  NAD 83(1993)-  37 43 02.20494(N)    075 40 29.23721(W) AD(       ) 1
 FW0407  ELLIP H (11/14/94)  -23.00   (m)                       GP(       ) 4 2
 FW0407  NAD 83(1993)-  37 43 02.20557(N)    075 40 29.25275(W) AD(       ) 1
 FW0407  ELLIP H (01/27/92)  -23.05   (m)                       GP(       ) 4 1
 FW0407  NAD 83(1986)-  37 43 02.20386(N)    075 40 29.27359(W) AD(       ) 1
 FW0407  NAD 27      -  37 43 01.73532(N)    075 40 30.52957(W) AD(       ) 1
 FW0407  NAVD 88 (11/22/95)   13.49   (m)           44.3    (f) LEVELING    3  
 FW0407  NGVD 29 (??/??/??)   13.727  (m)           45.04   (f) ADJUSTED    1 1
 FW0407
 FW0407.Superseded values are not recommended for survey control.
 FW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0407.See file dsdata.txt to determine how the superseded data were derived.
 FW0407
 FW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4052874662(NAD 83)
 FW0407_MARKER: DS = TRIANGULATION STATION DISK
 FW0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0407_STAMPING: ACCOMAC 1942 1959
 FW0407_MARK LOGO: CGS   
 FW0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0407+STABILITY: SURFACE MOTION
 FW0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0407+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1994
 FW0407
 FW0407  HISTORY     - Date     Condition        Report By
 FW0407  HISTORY     - 1959     MONUMENTED       CGS
 FW0407  HISTORY     - 1949     GOOD             CGS
 FW0407  HISTORY     - 1954     SEE DESCRIPTION  USN
 FW0407  HISTORY     - 1956     SEE DESCRIPTION  USGS
 FW0407  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FW0407  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FW0407  HISTORY     - 1961     GOOD             CGS
 FW0407  HISTORY     - 1962     GOOD             CGS
 FW0407  HISTORY     - 1963     GOOD             CGS
 FW0407  HISTORY     - 1986     GOOD             NGS
 FW0407  HISTORY     - 19880411 GOOD
 FW0407  HISTORY     - 19941107 GOOD             NGS
 FW0407
 FW0407                          STATION DESCRIPTION
 FW0407
 FW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWL)
 FW0407'THE STATION IS LOCATED NEAR THE SOUTHERN EDGE OF THE TOWN
 FW0407'OF ACCOMAC ON LAND OWNED BY THE EASTERN SHORE FIRE INSURANCE
 FW0407'COMPANY AND OCCUPIED BY W.L. ROSS.  IT IS ON THE W SIDE
 FW0407'OF U.S. HIGHWAY 13 AND 0.2 MILE SW OF THE COURTHOUSE AND
 FW0407'ABOUT 150 YARDS N OF A CURVE TO THE RIGHT IN THE HIGHWAY.
 FW0407'IT IS ABOUT 30 FEET NW OF THE SE CORNER OF THE BARN LOT AND
 FW0407'ABOUT 35 FEET SE OF AN OLD BURIAL PLOT.  IT IS SET FLUSH
 FW0407'WITH THE GROUND AND IS STAMPED ACCOMAC 1942.
 FW0407'
 FW0407'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FW0407'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 FW0407'AND 11A.
 FW0407'
 FW0407'REFERENCE MARK NO. 1 IS LOCATED IN THE FENCE LINE AT THE
 FW0407'N EDGE OF THE BARN LOT.  IT PROJECTS ABOUT 6 INCHES AND
 FW0407'IS STAMPED ACCOMAC NO. 1 1942.
 FW0407'
 FW0407'REFERENCE MARK NO. 2 IS LOCATED IN THE S FENCE LINE OF THE
 FW0407'BARN LOT AND 28 FEET SE OF THE SE CORNER OF THE BARN.  IT
 FW0407'PROJECTS ABOUT 6 INCHES AND IS STAMPED ACCOMAC NO. 2 1942.
 FW0407'
 FW0407'THE AZIMUTH MARK IS LOCATED 0.4 MILE BY ROAD SW OF THE STATION
 FW0407'ON THE S SIDE OF U.S. HIGHWAY 13.  IT IS 3 FEET E OF TELEPHONE
 FW0407'CABLE LINE POLE NUMBER 1841, 32 FEET S OF THE CENTER OF U.S.
 FW0407'HIGHWAY 13.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED ACCOMAC
 FW0407'1942.
 FW0407'
 FW0407'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT MELFA.
 FW0407'
 FW0407'A 103-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT HARBORTON.
 FW0407'
 FW0407'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT EVANS.
 FW0407'
 FW0407'A 90-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT LEE MONT.
 FW0407
 FW0407                          STATION RECOVERY (1949)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0407'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 FW0407'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW0407'
 FW0407'STATION IS LOCATED NEAR THE SOUTHERN EDGE OF THE TOWN OF
 FW0407'ACCOMAC ON LAND OWNED BY THE EASTERN SHORE FIRE INSURANCE
 FW0407'COMPANY AND OCCUPIED BY W.L. ROSS.  IT IS 0.2 MILE SOUTHWEST
 FW0407'OF THE COURT HOUSE, 145 FEET SOUTHWEST OF DRIVEWAY AND 50
 FW0407'FEET NORTHWEST OF U.S. HIGHWAY 13.  THE MARK IS FLUSH AND
 FW0407'THE DISK IS STAMPED ACCOMAC 1942.
 FW0407'
 FW0407'REFERENCE MARK NO. 1 IS 81 FEET NORTHWEST OF CENTER OF U.S.
 FW0407'HIGHWAY 13 AND 6 FEET SOUTHWEST OF CENTER OF DRIVEWAY.  THE
 FW0407'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ACCOMAC NO
 FW0407'1 1942.
 FW0407'
 FW0407'REFERENCE MARK NO. 2 IS 51 FEET SOUTHWEST OF SOUTHEAST CORNER
 FW0407'OF BLOCK BUILDING.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FW0407'IS STAMPED ACCOMAC NO 2 1942.
 FW0407'
 FW0407'AZIMUTH MARK IS 27 FEET SOUTH OF CENTER OF U.S. HIGHWAY 13,
 FW0407'3 FEET EAST OF TELEPHONE POLE NO. 1841.  THE MARK PROJECTS
 FW0407'2 INCHES AND THE DISK IS STAMPED ACCOMAC 1942.
 FW0407'
 FW0407'TO REACH THE STATION FROM THE COURT HOUSE IN ACCOMAC AND
 FW0407'JUNCTION OF STATE HIGHWAY 177 AND U.S. HIGHWAY 13, GO SOUTH
 FW0407'ON HIGHWAY 13 FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 FW0407'CONTINUE ON HIGHWAY 13, 0.45 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 FW0407
 FW0407                          STATION RECOVERY (1954)
 FW0407
 FW0407'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW0407'STATION MARK HAS BEEN MOVED AND IS LYING ON ITS SIDE 25 FEET
 FW0407'WEST OF THE WEST CURB OF U.S. HIGHWAY 13 ON THE SOUTH PROPERTY
 FW0407'LINE OF DIAGNOSTIC LAB., ACCOMAC, VA., DEPT. OF AGRICULTURE.
 FW0407'
 FW0407'R.M. 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FW0407'
 FW0407'R.M. 2 WAS NOT RECOVERED, HOWEVER, A MORE EXTENSIVE SEARCH
 FW0407'MIGHT RECOVER THIS MARK.
 FW0407
 FW0407                          STATION RECOVERY (1956)
 FW0407
 FW0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FW0407'STATION DESTROYED BY GRADER.  FOUND STATION LYING ON GROUND.
 FW0407'AZIMUTH MARK IS OKAY.
 FW0407
 FW0407                          STATION RECOVERY (1958)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0407'STATIONS SURFACE MARK IS NOW LAYING ON THE GROUND BY A LONE
 FW0407'PINE TREE 41 PACES N OF THE N CORNER OF THE NEW ACCOMACK COUNTY
 FW0407'HEALTH CENTER BUILDING.  CONSIDERABLE CHANGE WAS MADE WHEN
 FW0407'THE NEW PUBLIC HEALTH CENTER WAS BUILT.  THE OLD BURIAL PLOT
 FW0407'HAS BEEN MOVED.  THE UNDERGROUND MARK WAS RECOVERED AND IS
 FW0407'NOW ONLY 2 INCHES UNDERGROUND.  IT 14 FT. NE OF A POWER POLE,
 FW0407'38 FT. S OF A LONE TREE, 47 FT. SW OF CENTERLINE OF DRIVEWAY,
 FW0407'49 FT. NW OF THE CENTERLINE OF U.S. HIGHWAY 13, AND 126.4
 FW0407'FT. E OF THE SE CORNER OF THE NEW PUBLIC HEALTH BUILDING.
 FW0407'
 FW0407'REFERENCE MARK NO. 1 IS LOCATED AT THE S EDGE OF THE DRIVEWAY
 FW0407'TO A 2-STORY WHITE SHINGLED HOUSE.  45 PACES NE OF NE CORNER
 FW0407'OF THE VIRGINIA DEPARTMENT OF AGRICULTURE DIAGNOSTIC LABORATORY.
 FW0407'27 PACES NW OF THE CENTERLINE OF U.S. 13 AND ABOUT OPPOSITE
 FW0407'THE FRONT DOOR OF A 3-STORY WHITE HOUSE.
 FW0407'
 FW0407'REFERENCE MARK NO. 2 WAS NOT RECOVERED.  IT IS ASSUMED THAT
 FW0407'IN THE CONSTRUCTION OF THE NEW HEALTH CENTER IT WAS DESTROYED.
 FW0407'
 FW0407'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 FW0407
 FW0407                          STATION RECOVERY (1959)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0407'STATION WAS RECOVERED AS DESCRIBED.  THE STATION SURFACE
 FW0407'MARK AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.  THE
 FW0407'UNDERGROUND STATION MARK WAS IN GOOD CONDITION.  REFERENCE
 FW0407'MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AND THE DISTANCE
 FW0407'TO THE STATION CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED BY
 FW0407'THE ACCOMAC HEALTH CENTER BUILDING.  A 20 FOOT STAND WILL
 FW0407'SEE THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 FW0407'
 FW0407'STATION IS LOCATED NEAR THE SOUTHERN EDGE OF THE TOWN OF
 FW0407'ACCOMAC ON LAND OWNED BY THE VIRGINIA DEPARTMENT OF AGRICULTURE.
 FW0407'IT IS 0.2 MILE SOUTHWEST OF THE COURT HOUSE, 49 FEET NORTHWEST
 FW0407'OF THE CENTERLINE OF U.S. HIGHWAY NO. 13, 45.6 FEET SOUTHWEST
 FW0407'OF A DRIVEWAY, 33 FEET NORTHEAST OF THE DRIVEWAY TO THE
 FW0407'ACCOMAC COUNTY HEALTH CENTER BUILDING AND 38 FEET SOUTH OF
 FW0407'A SMALL TREE.  STATION MARKS ARE STANDARD TRIANGULATION DISKS
 FW0407'STAMPED ACCOMAC 1942-1959.  THE SURFACE DISK IS SET IN A
 FW0407'10 INCH CONCRETE CYLINDER AND IS ABOUT 4 INCHES BELOW THE
 FW0407'SURFACE.  THE UNDERGROUND MARK IS ABOUT 30 INCHES BELOW THE
 FW0407'SURFACE AND THE DISK IS SET IN A 6 INCH CONCRETE CYLINDER.
 FW0407'
 FW0407'TO REACH THE STATION FROM THE COURT HOUSE IN ACCOMAC AND THE
 FW0407'JUNCTION OF STATE HIGHWAY NO. 177 AND U.S. HIGHWAY NO. 13,
 FW0407'GO SOUTH ON HIGHWAY 13 FOR 0.25 MILE TO THE STATION ON RIGHT
 FW0407'AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 13 FOR 0.45 MILE
 FW0407'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 FW0407'
 FW0407'REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK DISK STAMPED
 FW0407'ACCOMAC NO. 1 1942, IS 56 FEET EAST OF A TELEPHONE POLE,
 FW0407'83.7 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 13
 FW0407'AND 36 FEET NORTHWEST OF AN EIGHT INCH CEDAR TREE.
 FW0407'
 FW0407'REFERENCE MARK NO. 3, A STANDARD REFERENCE MARK DISK STAMPED
 FW0407'ACCOMAC NO. 3 1942-1959, IS 2.6 FEET SOUTHEAST OF POWER POLE
 FW0407'NO. 66B AND 23 FEET NORTHEAST OF THE DRIVEWAY TO THE ACCOMAC
 FW0407'COUNTY HEALTH CENTER BUILDING.  THE DISK IS SET IN A 10X10
 FW0407'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE
 FW0407'THE GROUND.
 FW0407'
 FW0407'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED ACCOMAC
 FW0407'1942, IS 27 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 FW0407'NO. 13 AND 3 FEET EAST OF A TELEPHONE POLE.
 FW0407
 FW0407                          STATION RECOVERY (1961)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0407'THE STATION, AZIMUTH MARK, REFERENCE MARK 1, 1942 AND REFERENCE
 FW0407'MARK 3, 1942, 1959 WERE RECOVERED IN GOOD CONDITION.  THE
 FW0407'1959 DESCRIPTION BY W.E.R. IS ADEQUATE AND COMPLETE.  THE
 FW0407'FOLLOWING DIRECTIONS AND DISTANCES WERE MEASURED FROM THE
 FW0407'STATION.
 FW0407'
 FW0407'A SOLAR OBSERVATION WAS TAKEN, USING R.M. 1 AS AN INITIAL.
 FW0407'THE COMPUTED SOLAR GEODETIC AZIMUTH CHECKS THE PUBLISHED
 FW0407'AZIMUTH WITH-IN ONE MINUTE.
 FW0407
 FW0407                          STATION RECOVERY (1962)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0407'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 FW0407'FOUND TO BE IN GOOD CONDITION.
 FW0407'
 FW0407'REFERENCE MARK 2 HAS EVIDENTLY BEEN DESTROYED AND REPLACED
 FW0407'BY REFERENCE MARK 3.  NO DATA WAS FURNISHED THIS PARTY ABOUT
 FW0407'THE REFERENCE MARK 3 AND IT WAS FOUND BY ACCIDENT AND REFERENCE
 FW0407'MARK 2 COULD NOT BE FOUND.
 FW0407'
 FW0407'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 FW0407'POOR CONDITION AS IT HAS BEEN BUMPED BY MACHINERY.
 FW0407'
 FW0407'THE STATION IS IN THE SOUTHWEST CORNER OF THE VA. DEPT. OF
 FW0407'AGRICULTURE DIAGNOSTIC LABORATORY LAWN, 14 FEET NE OF POWERLINE
 FW0407'POLE NO. 66A, 17.7 FEET NW OF A WHITE BOARD FENCE, 36 FEET
 FW0407'SW OF A CONCRETE BLOCK PILLAR AND 49 FEET WEST-SOUTHWEST OF
 FW0407'THE CENTERLINE OF U.S. HIGHWAY 13.  THE MARK IS 2 INCHES
 FW0407'UNDERGROUND.
 FW0407'
 FW0407'REFERENCE MARK 1 IS AT THE W EDGE OF A DRIVEWAY, 96 FEET
 FW0407'E OF THE SE CORNER OF THE BRICK LABORATORY BUILDING.  THE
 FW0407'MARK PROJECTS ABOUT 1 FOOT.
 FW0407'
 FW0407'REFERENCE MARK 3 IS 2.5 FEET SE OF POWERLINE POLE NO. 66B
 FW0407'AND IS FLUSH WITH THE GROUND.
 FW0407'
 FW0407'THE TO REACH IS ADEQUATE.
 FW0407
 FW0407                          STATION RECOVERY (1963)
 FW0407
 FW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0407'0.2 MI SW FROM ACCOMAC.
 FW0407'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 13 FROM THE
 FW0407'JUNCTION OF SECONDARY STATE HIGHWAY 764 LEADING NORTHWEST AT
 FW0407'ACCOMAC, IN THE YARD OF THE VIRGINIA DEPT. OF AGRICULTURE
 FW0407'REGULATORY LABORATORY, 100 FEET SOUTH OF SOUTH CORNER OF SMALL
 FW0407'BRICK BUILDING HOUSING LABORATORY, 50 FEET NORTHWEST OF CENTER
 FW0407'LINE OF HIGHWAY, 42.5 FEET SOUTHWEST OF DRIVEWAY TO BUILDING,
 FW0407'17.8 FEET NORTH OF A WHITE WOODEN FENCE, 14 1/2 FEET EAST OF
 FW0407'POWER POLE 66A, AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 FW0407'BELOW SURFACE OF GROUND.
 FW0407
 FW0407                          STATION RECOVERY (1986)
 FW0407
 FW0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 FW0407'THE STATION WAS RECOVERED AT THIS DATE.
 FW0407'STATION WAS RECOVERED IN GOOD CONDITION, OTHER MARK NOT SEARCHED
 FW0407'FOR. A COMPLETE DESCRIPTION FOLLOWS.
 FW0407'
 FW0407'THE STATION IS LOCATED AT THE SOUTHEAST END OF ACCOMAC, IN THE
 FW0407'FRONT YARD OF THE VIRIGINIA DEPARTMENT OF AGRICULTURE.
 FW0407'OWNERSHIP--VIRGINIA DEPARTMENT OF AGRICULTURE AND CONSUMER
 FW0407'SERVICES, C/O W. L. HAMILTON, REGULATORY INSPECTOR, P.O. BOX 307,
 FW0407'ACCOMAC VA 23301.  PHONE (804) 787-2585.
 FW0407'
 FW0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND 13
 FW0407'BUSINESS (BETWEEN TASLEY AND ACCOMAC), GO EAST ON HIGHWAY 13
 FW0407'BUSINESS FOR 1.16 KM (0.7 MI) TO A REVERSE FORK RIGHT, STATE ROAD
 FW0407'609. CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FW0407'0.12 KM (0.1 MI) ON HIGHWAY 13 BUSINESS TO A DRIVEWAY ON THE LEFT
 FW0407'LEADING TO A SMALL BRICK BUILDING AND THE STATION IN THE SOUTH
 FW0407'CORNER OF THE YARD.
 FW0407'
 FW0407'THE STATION IS A STANDARD CGS DISK
 FW0407'STAMPED---ACCOMAC 1942 1959---,
 FW0407'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FW0407'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 FW0407'11.7 METERS (38.4 FT) SOUTH FROM A LONE 45-CM TREE,
 FW0407'4.4 METERS (14.4 FT) NORTHEAST FROM A UTILITY POLE NUMBER 3,
 FW0407'6.4 METERS (21.0 FT) NORTH FROM THE WOODEN FENCE CORNER,
 FW0407'14.3 METERS (46.9 FT) SOUTHWEST FROM THE DRIVEWAY CENTER,
 FW0407'15.0 METERS (49.2 FT) NORTHWEST FROM THE HIGHWAY CENTER, AND
 FW0407'10.8 METERS (35.4 FT) EAST FROM A BLOCK DRIVEWAY ENTRANCE PILLAR.
 FW0407'
 FW0407'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 FW0407
 FW0407                          STATION RECOVERY (1988)
 FW0407
 FW0407'RECOVERED 1988
 FW0407'RECOVERED IN GOOD CONDITION.
 FW0407
 FW0407                          STATION RECOVERY (1994)
 FW0407
 FW0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 FW0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0405 ***********************************************************************
 FW0405  DESIGNATION -  ACCOMAC RM 1
 FW0405  PID         -  FW0405
 FW0405  STATE/COUNTY-  VA/ACCOMACK
 FW0405  USGS QUAD   -  ACCOMAC (1979)
 FW0405
 FW0405                         *CURRENT SURVEY CONTROL
 FW0405  ___________________________________________________________________
 FW0405* NAD 83(1986)-  37 43 03.     (N)    075 40 30.     (W)     SCALED    
 FW0405* NAVD 88     -        13.311  (meters)      43.67   (feet)  ADJUSTED  
 FW0405  ___________________________________________________________________
 FW0405  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0405  DYNAMIC HT  -          13.302 (meters)      43.64  (feet)  COMP
 FW0405  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 FW0405
 FW0405  VERT ORDER  -  FIRST     CLASS I
 FW0405
 FW0405.The horizontal coordinates were scaled from a topographic map and have
 FW0405.an estimated accuracy of +/- 6 seconds.
 FW0405
 FW0405.The orthometric height was determined by differential leveling
 FW0405.and adjusted by the National Geodetic Survey in June 1991..
 FW0405
 FW0405.The geoid height was determined by GEOID03.
 FW0405
 FW0405.The dynamic height is computed by dividing the NAVD 88
 FW0405.geopotential number by the normal gravity value computed on the
 FW0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0405.degrees latitude (g = 980.6199 gals.).
 FW0405
 FW0405.The modeled gravity was interpolated from observed gravity values.
 FW0405
 FW0405;                    North         East    Units  Estimated Accuracy
 FW0405;SPC VA S     - 1,157,340.    3,749,030.      MT  (+/- 180 meters Scaled)
 FW0405
 FW0405                          SUPERSEDED SURVEY CONTROL
 FW0405
 FW0405  NGVD 29 (??/??/??)   13.550  (m)           44.46   (f) ADJUSTED    1 1
 FW0405
 FW0405.Superseded values are not recommended for survey control.
 FW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0405.See file dsdata.txt to determine how the superseded data were derived.
 FW0405
 FW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG405746(NAD 83)
 FW0405_MARKER: DR = REFERENCE MARK DISK
 FW0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0405_STAMPING: ACCOMAC NO 1 1942
 FW0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0405+STABILITY: SURFACE MOTION
 FW0405
 FW0405  HISTORY     - Date     Condition        Report By
 FW0405  HISTORY     - 1942     MONUMENTED       CGS
 FW0405  HISTORY     - 1963     GOOD             CGS
 FW0405
 FW0405                          STATION DESCRIPTION
 FW0405
 FW0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0405'0.2 MI SW FROM ACCOMAC.
 FW0405'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 13 FROM THE
 FW0405'JUNCTION OF SECONDARY STATE HIGHWAY 764 AT ACCOMAC, ALONG THE
 FW0405'NORTHWEST SIDE OF YARD OF VIRGINIA DEPT. OF AGRICULTURE
 FW0405'REGULATORY LABORATORY, 96 FEET EAST OF EAST CORNER OF SMALL BRICK
 FW0405'BUILDING HOUSING LABORATORY, 83.5 FEET NORTHWEST OF CENTER LINE OF
 FW0405'HIGHWAY, 102 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY LEADING
 FW0405'TO BUILDING, 69 FEET SOUTHWEST OF SOUTH CORNER OF A TWO STORY
 FW0405'FRAME HOUSE, 149 FEET NORTHEAST OF TRIANGULATION STATION ACCOMAC
 FW0405'1942 1959 DESCRIBED, AND SET IN THE TOP OF A CONCRETE POST
 FW0405'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0406 ***********************************************************************
 FW0406  DESIGNATION -  ACCOMAC RM 3
 FW0406  PID         -  FW0406
 FW0406  STATE/COUNTY-  VA/ACCOMACK
 FW0406  USGS QUAD   -  ACCOMAC (1979)
 FW0406
 FW0406                         *CURRENT SURVEY CONTROL
 FW0406  ___________________________________________________________________
 FW0406* NAD 83(1986)-  37 43 03.     (N)    075 40 31.     (W)     SCALED    
 FW0406* NAVD 88     -        13.528  (meters)      44.38   (feet)  ADJUSTED  
 FW0406  ___________________________________________________________________
 FW0406  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0406  DYNAMIC HT  -          13.519 (meters)      44.35  (feet)  COMP
 FW0406  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 FW0406
 FW0406  VERT ORDER  -  FIRST     CLASS I
 FW0406
 FW0406.The horizontal coordinates were scaled from a topographic map and have
 FW0406.an estimated accuracy of +/- 6 seconds.
 FW0406
 FW0406.The orthometric height was determined by differential leveling
 FW0406.and adjusted by the National Geodetic Survey in June 1991..
 FW0406
 FW0406.The geoid height was determined by GEOID03.
 FW0406
 FW0406.The dynamic height is computed by dividing the NAVD 88
 FW0406.geopotential number by the normal gravity value computed on the
 FW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0406.degrees latitude (g = 980.6199 gals.).
 FW0406
 FW0406.The modeled gravity was interpolated from observed gravity values.
 FW0406
 FW0406;                    North         East    Units  Estimated Accuracy
 FW0406;SPC VA S     - 1,157,340.    3,749,010.      MT  (+/- 180 meters Scaled)
 FW0406
 FW0406                          SUPERSEDED SURVEY CONTROL
 FW0406
 FW0406  NGVD 29 (??/??/??)   13.767  (m)           45.17   (f) ADJUSTED    1 1
 FW0406
 FW0406.Superseded values are not recommended for survey control.
 FW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0406.See file dsdata.txt to determine how the superseded data were derived.
 FW0406
 FW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG404746(NAD 83)
 FW0406_MARKER: DR = REFERENCE MARK DISK
 FW0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0406_STAMPING: ACCOMAC NO 3 1942 1959
 FW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0406+STABILITY: SURFACE MOTION
 FW0406
 FW0406  HISTORY     - Date     Condition        Report By
 FW0406  HISTORY     - 1959     MONUMENTED       CGS
 FW0406  HISTORY     - 1963     GOOD             CGS
 FW0406
 FW0406                          STATION DESCRIPTION
 FW0406
 FW0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0406'0.2 MI SW FROM ACCOMAC.
 FW0406'ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 13 FROM THE
 FW0406'JUNCTION OF SECONDARY STATE HIGHWAY 764 AT ACCOMAC, ALONG THE
 FW0406'SOUTHWEST SIDE OF YARD OF VIRGINIA DEPT. OF AGRICULTURE
 FW0406'REGULATORY LABORATORY, 145 FEET NORTHWEST OF CENTER LINE OF
 FW0406'HIGHWAY, 48.5 FEET SOUTHWEST OF SOUTH CORNER OF SMALL BRICK
 FW0406'BUILDING HOUSING LABORATORY, 22 FEET NORTHEAST OF CENTER LINE
 FW0406'OF DRIVEWAY OF SOUTHWEST SIDE OF BUILDING, 97 FEET NORTHWEST OF
 FW0406'TRIANGULATION STATION ACCOMAC 1942 1959 DESCRIBED, 3 FEET
 FW0406'SOUTHEAST OF POWER POLE 66B, AND SET IN THE TOP OF A CONCRETE
 FW0406'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8303 ***********************************************************************
 HV8303  DESIGNATION -  ACCOTINK
 HV8303  PID         -  HV8303
 HV8303  STATE/COUNTY-  VA/FAIRFAX
 HV8303  USGS QUAD   -  ANNANDALE (1994)
 HV8303
 HV8303                         *CURRENT SURVEY CONTROL
 HV8303  ___________________________________________________________________
 HV8303* NAD 83(1993)-  38 47 35.51730(N)    077 12 18.13974(W)     ADJUSTED  
 HV8303* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 HV8303  ___________________________________________________________________
 HV8303  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV8303  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV8303
 HV8303  HORZ ORDER  -  SECOND
 HV8303
 HV8303.The horizontal coordinates were established by classical geodetic methods
 HV8303.and adjusted by the National Geodetic Survey in November 1994..
 HV8303
 HV8303.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8303
 HV8303.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8303
 HV8303.The geoid height was determined by GEOID03.
 HV8303
 HV8303;                    North         East     Units Scale Factor Converg.
 HV8303;SPC VA N     - 2,125,837.880 3,612,494.630   MT  0.99995307   +0 48 29.6
 HV8303;SPC VA N     - 6,974,519.78 11,851,992.80   sFT  0.99995307   +0 48 29.6
 HV8303;UTM  18      - 4,296,137.429   308,496.990   MT  1.00005162   -1 22 54.8
 HV8303
 HV8303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8303!SPC VA N     -   0.99999392  x   0.99995307  =   0.99994699
 HV8303!UTM  18      -   0.99999392  x   1.00005162  =   1.00004554
 HV8303
 HV8303                          SUPERSEDED SURVEY CONTROL
 HV8303
 HV8303  NAD 83(1993)-  38 47 35.51517(N)    077 12 18.14451(W) AD(       ) 2
 HV8303  NAD 83(1986)-  38 47 35.51612(N)    077 12 18.15301(W) AD(       ) 2
 HV8303  NGVD 29 (01/12/90)   71.0    (m)          233.     (f) VERT ANG       
 HV8303
 HV8303.Superseded values are not recommended for survey control.
 HV8303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8303.See file dsdata.txt to determine how the superseded data were derived.
 HV8303
 HV8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0849796137(NAD 83)
 HV8303_MARKER: DD = SURVEY DISK
 HV8303_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8303_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8303
 HV8303  HISTORY     - Date     Condition        Report By
 HV8303  HISTORY     - 1969     MONUMENTED       VA-059
 HV8303  HISTORY     - 1977     GOOD             VA-059
 HV8303  HISTORY     - 1978     GOOD             VA-059
 HV8303
 HV8303                          STATION DESCRIPTION
 HV8303
 HV8303'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8303'THE STATION IS AT SPRINGFIELD ON THE SOUTH SIDE OF THE SOUTHERN
 HV8303'RAILROAD RIGHT-OF-WAY, 0.7 MILES EAST OF THE RAILROAD TRESTLE OVER
 HV8303'ACCOTINK CREEK.
 HV8303'
 HV8303'TO REACH THE STATION FROM THE INTERSECTION OF KEENE MILL ROAD, ROUTE
 HV8303'644, AND BACKLICK ROAD, ROUTE 617, PROCEED 0.8 MILES NORTH ALONG
 HV8303'BACKLICK ROAD, THENCE 0.8 MILES WEST ALONG HIGHLAND AVENUE, THENCE
 HV8303'500 FEET WEST ALONG LAKE ACCOTINK ROAD (RESERVOIR ROAD), THENCE ABOUT
 HV8303'330 FEET NORTH ALONG A DIRT ROAD TO THE RAILROAD TRACK, 37.0 FEET EAST
 HV8303'OF A DIRT ROAD, 14.6 FEET SOUTH OF SOUTH RAIL, SET IN AN OLD CONCRETE
 HV8303'FOUNDATION.
 HV8303'
 HV8303'STATION IS A STANDARD FAIRFAX COUNTY DISK STAMPED---ACCOTINK 1969---.
 HV8303'
 HV8303'TO REACH THE AZIMUTH MARK PROCEED ABOUT 3500 FEET, (2/3 MILE), WEST
 HV8303'ALONG RR TRACK TO THE TRESTLE OVER ACCOTINK CREEK, AND MARK ON THE
 HV8303'LEFT IN THE SOUTHEAST CONCRETE WINGWALL.
 HV8303'
 HV8303'AZIMUTH MARK IS A CHISELED + ON TOP OF THE SOUTHEAST WINGWALL.
 HV8303
 HV8303                          STATION RECOVERY (1977)
 HV8303
 HV8303'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8303'THE STATION AND AZ MK WERE RECOVERED IN GOOD CONDITION AS PER THE
 HV8303'ORIGINAL DESCRIPTION.
 HV8303
 HV8303                          STATION RECOVERY (1978)
 HV8303
 HV8303'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1978 (EYB)
 HV8303'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  TO
 HV8303'REACH THE AZIMUTH MARK PROCEED WEST ALONG THE RAIL ROAD TRACK
 HV8303'APPROXIMATELY 3500 FEET TO THE SOUTHERN RAILROAD TRESTLE OVER ACCOTINK
 HV8303'CREEK  BELOW THE ACCOTINK LAKE DAM.  MARK IS A FAINT CHISELED CROSS IN
 HV8303'THE SOUTHEAST WINGWALL OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9588 ***********************************************************************
 HV9588  DESIGNATION -  ACCOTINK
 HV9588  PID         -  HV9588
 HV9588  STATE/COUNTY-  VA/FAIRFAX
 HV9588  USGS QUAD   -  ANNANDALE (1994)
 HV9588
 HV9588                         *CURRENT SURVEY CONTROL
 HV9588  ___________________________________________________________________
 HV9588* NAD 83(1993)-  38 47 33.93112(N)    077 13 09.86620(W)     ADJUSTED  
 HV9588* NAVD 88     -        73.9    (meters)     242.     (feet)  VERTCON   
 HV9588  ___________________________________________________________________
 HV9588  X           -   1,101,181.230 (meters)                     COMP
 HV9588  Y           -  -4,854,477.750 (meters)                     COMP
 HV9588  Z           -   3,974,437.675 (meters)                     COMP
 HV9588  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HV9588  ELLIP HEIGHT-          41.94  (meters)          (05/17/02) GPS OBS
 HV9588  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV9588
 HV9588  HORZ ORDER  -  SECOND
 HV9588  ELLP ORDER  -  FOURTH    CLASS II
 HV9588
 HV9588.The horizontal coordinates were established by GPS observations
 HV9588.and adjusted by the National Geodetic Survey in November 1994..
 HV9588
 HV9588.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9588
 HV9588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9588
 HV9588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9588
 HV9588.The ellipsoidal height was determined by GPS observations
 HV9588.and is referenced to NAD 83.
 HV9588
 HV9588.The geoid height was determined by GEOID03.
 HV9588
 HV9588;                    North         East     Units Scale Factor Converg.
 HV9588;SPC VA N     - 2,125,771.466 3,611,247.190   MT  0.99995305   +0 47 57.3
 HV9588;SPC VA N     - 6,974,301.88 11,847,900.16   sFT  0.99995305   +0 47 57.3
 HV9588;UTM  18      - 4,296,118.733   307,247.797   MT  1.00005753   -1 23 27.2
 HV9588
 HV9588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9588!SPC VA N     -   0.99999342  x   0.99995305  =   0.99994647
 HV9588!UTM  18      -   0.99999342  x   1.00005753  =   1.00005095
 HV9588
 HV9588:                Primary Azimuth Mark                     Grid Az
 HV9588:SPC VA N     -  GPS 71                                   058 06 29.3
 HV9588:UTM  18      -  GPS 71                                   060 17 53.8
 HV9588
 HV9588|---------------------------------------------------------------------|
 HV9588| PID    Reference Object                     Distance      Geod. Az  |
 HV9588|                                                           dddmmss.s |
 HV9588| HV9682 GPS 71                              420.134 METERS 0585426.6 |
 HV9588|---------------------------------------------------------------------|
 HV9588
 HV9588                          SUPERSEDED SURVEY CONTROL
 HV9588
 HV9588  ELLIP H (11/14/94)   41.93   (m)                       GP(       ) 4 2
 HV9588  NAD 83(1993)-  38 47 33.92986(N)    077 13 09.87099(W) AD(       ) 2
 HV9588  ELLIP H (09/27/93)   41.33   (m)                       GP(       ) 4 1
 HV9588  NGVD 29 (09/27/93)   74.1    (m)          243.     (f) GPS OBS        
 HV9588
 HV9588.Superseded values are not recommended for survey control.
 HV9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9588.See file dsdata.txt to determine how the superseded data were derived.
 HV9588
 HV9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0724896119(NAD 83)
 HV9588_MARKER: DD = SURVEY DISK
 HV9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9588_SP_SET: CONCRETE POST
 HV9588_STAMPING: ACCOTINK 1969
 HV9588_MARK LOGO: VA-059
 HV9588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9588+STABILITY: SURFACE MOTION
 HV9588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9588+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HV9588
 HV9588  HISTORY     - Date     Condition        Report By
 HV9588  HISTORY     - 1990     MONUMENTED       RDA
 HV9588
 HV9588                          STATION DESCRIPTION
 HV9588
 HV9588'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9588'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9588'1.5 MILES (2.4 KM) NORTHWEST OF THE VILLAGE OF SPRINGFIELD AT LAKE
 HV9588'ACCOTINK PARK.     TO REACH THE STATION FROM THE INTERSECTION OF OLD
 HV9588'KEENE MILL ROAD AND BACKLICK ROAD PROCEED NORTH ALONG BACKLICK ROAD
 HV9588'0.8 MILE (1.3 KM) TO ITS INTERSECTION WITH HIGHLAND AVENUE.  TURN
 HV9588'LEFT AND PROCEED WEST ALONG HIGHLAND AVENUE 0.8 MILE (1.3 KM) TO ITS
 HV9588'INTERSECTION WITH ACCOTINK PARK ROAD. TURN LEFT AND PROCEED WEST
 HV9588'ALONG ACCOTINK PARK ROAD 0.9 MILE (1.4 KM) TO THE STATION IN A GRASS
 HV9588'FIELD 250 FEET (76.2 M) PLUS OR MINUS NORTHWEST OF THE NORTHWEST
 HV9588'CORNER OF ASPHALT PARKING AREA AT CAROUSEL.    TO REACH THE AZIMUTH
 HV9588'MARK FROM THE INTERSECTION OF OLD KEENE MILL ROAD, ROUTE 644, AND
 HV9588'BACKLICK ROAD, ROUTE 617, PROCEED 0.8 MILES (1.3 KM) NORTH ALONG
 HV9588'BACKLICK ROAD, THENCE 0.8 MILES (1.3 KM) WEST ALONG HIGHLAND AVENUE,
 HV9588'THENCE 500 FEET (152.4 M) WEST ALONG LAKE ACCOTINK ROAD (RESERVOIR
 HV9588'ROAD), THENCE ABOUT 330 FEET (100.6 M) NORTH ALONG A DIRT ROAD TO THE
 HV9588'RAILROAD TRACK, 37.0 FEET (11.3 M) EAST OF DIRT ROAD, 14.6 FEET
 HV9588'(4.5 M) SOUTH OF SOUTH NAIL IN AN OLD CONCRETE FOUNDATION.    THE
 HV9588'AZIMUTH MARK IS A STANDARD FAIRFAX COUNTY DEPART OF PUBLIC WORKS
 HV9588'TABLET STAMPED ACCOTINK 1969.  THE MARK IS 25.85 FEET (7.88 M)
 HV9588'NORTHEAST OF A 16D NAIL IN THE 15TH RAILROAD TIE AFTER STATION, 22.62
 HV9588'FEET (6.89 M) NORTHWEST OF A 16D NAIL IN AN 8 BY 8 TIE ON THE EAST
 HV9588'BOUND TRACK, AND 29.39 FEET (8.96 M) NORTH OF A DRILL HOLE IN THE
 HV9588'SOUTHWEST CORNER OF THE CONCRETE RAMP. THE AZIMUTH MARK IS 420.139
 HV9588'METERS (1378.406 FT) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3324 ***********************************************************************
 FX3324  DESIGNATION -  ACL USE 1940
 FX3324  PID         -  FX3324
 FX3324  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3324  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3324
 FX3324                         *CURRENT SURVEY CONTROL
 FX3324  ___________________________________________________________________
 FX3324* NAD 83(1993)-  36 51 14.65016(N)    076 18 40.23873(W)     ADJUSTED  
 FX3324* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3324  ___________________________________________________________________
 FX3324  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 FX3324  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX3324
 FX3324  HORZ ORDER  -  THIRD
 FX3324
 FX3324.The horizontal coordinates were established by classical geodetic methods
 FX3324.and adjusted by the National Geodetic Survey in September 1995..
 FX3324
 FX3324.The orthometric height was scaled from a topographic map.
 FX3324
 FX3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3324
 FX3324.The geoid height was determined by GEOID03.
 FX3324
 FX3324;                    North         East     Units Scale Factor Converg.
 FX3324;SPC VA S     - 1,060,051.217 3,695,182.095   MT  0.99998529   +1 19 42.4
 FX3324;SPC VA S     - 3,477,851.37 12,123,276.59   sFT  0.99998529   +1 19 42.4
 FX3324;UTM  18      - 4,079,486.287   383,111.128   MT  0.99976832   -0 47 11.4
 FX3324
 FX3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3324!SPC VA S     -   1.00000585  x   0.99998529  =   0.99999114
 FX3324!UTM  18      -   1.00000585  x   0.99976832  =   0.99977417
 FX3324
 FX3324:                Primary Azimuth Mark                     Grid Az
 FX3324:SPC VA S     -  B 8 A USE 1938                           062 55 48.7
 FX3324:UTM  18      -  B 8 A USE 1938                           065 02 42.5
 FX3324
 FX3324|---------------------------------------------------------------------|
 FX3324| PID    Reference Object                     Distance      Geod. Az  |
 FX3324|                                                           dddmmss.s |
 FX3324| FX3326 B 8 A USE 1938                      421.942 METERS 0641531.1 |
 FX3324| FX3453 SOU USE 1940                        APPROX. 0.6 KM 3102502.0 |
 FX3324|---------------------------------------------------------------------|
 FX3324
 FX3324                          SUPERSEDED SURVEY CONTROL
 FX3324
 FX3324  NAD 83(1986)-  36 51 14.65585(N)    076 18 40.27420(W) AD(       ) 3
 FX3324  NAD 27      -  36 51 14.12200(N)    076 18 41.48300(W) AD(       ) 3
 FX3324
 FX3324.Superseded values are not recommended for survey control.
 FX3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3324.See file dsdata.txt to determine how the superseded data were derived.
 FX3324
 FX3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8311179486(NAD 83)
 FX3324
 FX3324  HISTORY     - Date     Condition        Report By
 FX3324  HISTORY     - 1940     MONUMENTED       CGS
 FX3324  HISTORY     - 1949     MARK NOT FOUND   CGS
 FX3324
 FX3324                          STATION DESCRIPTION
 FX3324
 FX3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (EOH)
 FX3324'THIS STATION HAS BEEN DESTROYED.  PIER HAS BEEN REPLANKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5627 ***********************************************************************
 HV5627  DESIGNATION -  ADA
 HV5627  PID         -  HV5627
 HV5627  STATE/COUNTY-  VA/FAUQUIER
 HV5627  USGS QUAD   -  ORLEAN (1983)
 HV5627
 HV5627                         *CURRENT SURVEY CONTROL
 HV5627  ___________________________________________________________________
 HV5627* NAD 83(1993)-  38 50 06.65893(N)    077 54 54.73402(W)     ADJUSTED  
 HV5627* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 HV5627  ___________________________________________________________________
 HV5627  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 HV5627  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV5627
 HV5627  HORZ ORDER  -  THIRD
 HV5627
 HV5627.The horizontal coordinates were established by classical geodetic methods
 HV5627.and adjusted by the National Geodetic Survey in November 1994..
 HV5627
 HV5627.The orthometric height was scaled from a topographic map.
 HV5627
 HV5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5627
 HV5627.The geoid height was determined by GEOID03.
 HV5627
 HV5627;                    North         East     Units Scale Factor Converg.
 HV5627;SPC VA N     - 2,129,866.654 3,550,773.502   MT  0.99995558   +0 21 53.9
 HV5627;SPC VA N     - 6,987,737.51 11,649,496.06   sFT  0.99995558   +0 21 53.9
 HV5627;UTM  18      - 4,302,525.615   246,959.245   MT  1.00038853   -1 49 44.6
 HV5627
 HV5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5627!SPC VA N     -   0.99996641  x   0.99995558  =   0.99992199
 HV5627!UTM  18      -   0.99996641  x   1.00038853  =   1.00035493
 HV5627
 HV5627|---------------------------------------------------------------------|
 HV5627| PID    Reference Object                     Distance      Geod. Az  |
 HV5627|                                                           dddmmss.s |
 HV5627| DC6643 ADA RM 1                             25.024 METERS 11444     |
 HV5627| DC6644 ADA RM 2                             22.854 METERS 19954     |
 HV5627| DC6642 ADA AZ MK                                          2712714.6 |
 HV5627|---------------------------------------------------------------------|
 HV5627
 HV5627                          SUPERSEDED SURVEY CONTROL
 HV5627
 HV5627  NAD 83(1986)-  38 50 06.66006(N)    077 54 54.74365(W) AD(       ) 3
 HV5627  NAD 27      -  38 50 06.25100(N)    077 54 55.76100(W) AD(       ) 3
 HV5627
 HV5627.Superseded values are not recommended for survey control.
 HV5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5627.See file dsdata.txt to determine how the superseded data were derived.
 HV5627
 HV5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4695902526(NAD 83)
 HV5627_MARKER: DS = TRIANGULATION STATION DISK
 HV5627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5627
 HV5627  HISTORY     - Date     Condition        Report By
 HV5627  HISTORY     - 1942     MONUMENTED       CGS
 HV5627
 HV5627                          STATION DESCRIPTION
 HV5627
 HV5627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5627'STATION IS LOCATED ABOUT 3.5 MILES SW OF MARSHALL AND ABOUT
 HV5627'0.25 MILE SE OF ADAS STORE, ON LAND OWNED BY MR. BUD GRAY.
 HV5627'THE STATION IS ON THE HIGHEST PART OF THE HILL, 12 FEET S OF
 HV5627'THE E END OF A SHORT ROCK FENCE.  MARK IS STAMPED ADA 1942 AND
 HV5627'PROJECTS 3 INCHES.
 HV5627'
 HV5627'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5627'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 HV5627'11A.
 HV5627'
 HV5627'REFERENCE MARK NO. 1 IS 82 FEET E OF STATION, 1 FOOT S OF AN
 HV5627'E-W FENCE LINE.  MARK PROJECTS 5 INCHES AND IS STAMPED ADA 1942.
 HV5627'
 HV5627'REFERENCE MARK NO. 2 IS 75 FEET S OF THE STATION, 6 FEET N OF
 HV5627'4-INCH CEDAR.  MARK PROJECTS 4 INCHES AND IS STAMPED ADA 1942.
 HV5627'
 HV5627'AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, 2 FEET E OF ROCK
 HV5627'FENCE, 6 FEET NE OF TELEPHONE POLE AND 20 FEET W OF CENTER LINE
 HV5627'OF STATE HIGHWAY 242.  TO REACH FROM ADAS STORE GO SW ALONG
 HV5627'STATE HIGHWAY 242 FOR 0.2 MILE TO MARK ON RIGHT.
 HV5627'
 HV5627'TO REACH FROM THE PAVED CROSSROADS IN MARSHALL GO W ON STATE
 HV5627'HIGHWAY 55 FOR 1.25 MILES TO PAVED FORKS.  TAKE LEFT FORK, STATE
 HV5627'HIGHWAY 242, AND GO SW FOR 3.15 MILES TO ADAS STORE ON RIGHT.
 HV5627'THEN TURN LEFT AND GO EASTERLY UP HILL ON DIRT ROAD, COUNTY
 HV5627'HIGHWAY 724, FOR 0.2 MILE, ROAD TURNS LEFT AT THIS POINT AND
 HV5627'STATION IS 50 YARDS TO LEFT, S, ON TOP OF HILL.
 HV5627'
 HV5627'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3495 ***********************************************************************
 FX3495  DESIGNATION -  ADAM
 FX3495  PID         -  FX3495
 FX3495  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3495  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3495
 FX3495                         *CURRENT SURVEY CONTROL
 FX3495  ___________________________________________________________________
 FX3495* NAD 83(1993)-  36 55 29.22856(N)    076 29 48.70689(W)     ADJUSTED  
 FX3495* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3495  ___________________________________________________________________
 FX3495  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 FX3495  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FX3495
 FX3495  HORZ ORDER  -  THIRD
 FX3495
 FX3495.The horizontal coordinates were established by classical geodetic methods
 FX3495.and adjusted by the National Geodetic Survey in September 1995..
 FX3495
 FX3495.The orthometric height was scaled from a topographic map.
 FX3495
 FX3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3495
 FX3495.The geoid height was determined by GEOID03.
 FX3495
 FX3495;                    North         East     Units Scale Factor Converg.
 FX3495;SPC VA S     - 1,067,529.438 3,678,460.199   MT  0.99997506   +1 12 56.7
 FX3495;SPC VA S     - 3,502,386.16 12,068,414.84   sFT  0.99997506   +1 12 56.7
 FX3495;UTM  18      - 4,087,575.034   366,679.686   MT  0.99981897   -0 53 57.8
 FX3495
 FX3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3495!SPC VA S     -   1.00000562  x   0.99997506  =   0.99998068
 FX3495!UTM  18      -   1.00000562  x   0.99981897  =   0.99982459
 FX3495
 FX3495:                Primary Azimuth Mark                     Grid Az
 FX3495:SPC VA S     -  RAG                                      039 04 44.0
 FX3495:UTM  18      -  RAG                                      041 11 38.5
 FX3495
 FX3495|---------------------------------------------------------------------|
 FX3495| PID    Reference Object                     Distance      Geod. Az  |
 FX3495|                                                           dddmmss.s |
 FX3495| FX3551 RAG                                 APPROX. 1.4 KM 0401740.7 |
 FX3495| FX3506 CHUCKATUCK CREEK BEACON             240.873 METERS 09455     |
 FX3495| DC8024 ADAM RM 1                             1.646 METERS 21531     |
 FX3495| FX3980 OWENS                               399.372 METERS 22217     |
 FX3495| DC8025 ADAM RM 2                             3.111 METERS 30456     |
 FX3495|---------------------------------------------------------------------|
 FX3495
 FX3495                          SUPERSEDED SURVEY CONTROL
 FX3495
 FX3495  NAD 83(1986)-  36 55 29.23345(N)    076 29 48.74101(W) AD(       ) 3
 FX3495  NAD 27      -  36 55 28.69600(N)    076 29 49.91800(W) AD(       ) 3
 FX3495
 FX3495.Superseded values are not recommended for survey control.
 FX3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3495.See file dsdata.txt to determine how the superseded data were derived.
 FX3495
 FX3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6668087575(NAD 83)
 FX3495_MARKER: DS = TRIANGULATION STATION DISK
 FX3495_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3495
 FX3495  HISTORY     - Date     Condition        Report By
 FX3495  HISTORY     - 1934     MONUMENTED       CGS
 FX3495  HISTORY     - 1941     GOOD             CGS
 FX3495  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX3495  HISTORY     - 1960     GOOD             CGS
 FX3495  HISTORY     - 1976     GOOD             NGS
 FX3495
 FX3495                          STATION DESCRIPTION
 FX3495
 FX3495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3495'LOCATED ON THE PROPERTY OF JOHN ADAMS ON THE WEST SIDE OF THE
 FX3495'MOUTH OF CHUCKATUCK CREEK, ON THE POINT FORMED BETWEEN CHUCKATUCK
 FX3495'CREEK AND RAGGED ISLAND CREEK.
 FX3495'
 FX3495'THE PLACE MAY BE REACHED BY LAUNCH AT HIGH TIDE IF A SKIFF IS
 FX3495'TOWED FOR THE PURPOSE OF GOING ASHORE.
 FX3495'
 FX3495'THE MONUMENT IS ON THE EXTREME POINT OF LAND, ON GROUND WHICH IS
 FX3495'ABOUT 3 FEET ABOVE HIGH TIDE.  THE IMMEDIATE LOCALITY IS COVERED
 FX3495'BY GROWTH OF BRUSH AND SCRUB TIMBER.  THE DISTANCES TO NORMAL
 FX3495'HIGH WATER MARK IN THE DIRECTION OF STATIONS CHUCK AND CHUCKATUCK
 FX3495'CREEK BEACON (RED) ARE 110 FEET AND 61 FEET RESPECTIVELY.
 FX3495'
 FX3495'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3495'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1C, 7A AND 11C
 FX3495'RESPECTIVELY.
 FX3495'
 FX3495'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3495
 FX3495                          STATION RECOVERY (1941)
 FX3495
 FX3495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3495'THE STATION FOUND AS DESCRIBED.  THE REFERENCE MARKS WERE FOUND
 FX3495'AND THE HORIZONTAL MEASUREMENTS CHECKED.
 FX3495'
 FX3495'REFERENCE MARK NO. 1 IS 16.470 METERS.
 FX3495'
 FX3495'REFERENCE MARK NO. 2 IS 31.113 METERS.
 FX3495
 FX3495                          STATION RECOVERY (1954)
 FX3495
 FX3495'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3495'THE MARK, A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF CONCRETE
 FX3495'POST WAS RECOVERED AS DESCRIBED.  SURFACE MARK DESTROYED,
 FX3495'UNDERGROUND MARK RECOVERED EXISTING UNDERGROUND MARK WILL BE
 FX3495'UNDER WATER AT HIGH TIDE.
 FX3495
 FX3495                          STATION RECOVERY (1960)
 FX3495
 FX3495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3495'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FX3495'THE MARK IS NOW ON THE SHORE AND IS NO LONGER COVERED WITH BRUSH
 FX3495'AND SCRUB TIMBER.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION
 FX3495'IS ON PROPERTY OWNED BY JACK MILLER ON THE WEST SIDE OF THE MOUTH
 FX3495'OF CHUCKATUCK CREEK ABOUT 0.7 MILE NORTH OF CRITTENDEN.  IT IS
 FX3495'ON OPEN GROUND 134 FEET EAST OF THE MOST NORTHERLY PINE TREE ON
 FX3495'THE POINT AND 1.5 FEET SOUTHWEST OF A CGS WITNESS SIGN.
 FX3495'
 FX3495'REFERENCE MARK NO. 1 IS ON THE BRUSH LINE OF THE POINT.  THE
 FX3495'MARK IS ABOUT 6 INCHES BELOW THE GROUND AND THE DISK IS STAMPED
 FX3495'ADAM NO 1 1934.  (NOTE 11A).
 FX3495'
 FX3495'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE MOST NORTHERLY
 FX3495'PINE TREE AND 15 FEET SOUTH OF HIGH WATER LINE.  THE MARK
 FX3495'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED ADAM NO 2 1934.
 FX3495'(NOTE 11A)
 FX3495'
 FX3495'TO REACH THE STATION FROM THE NORTHWEST END OF THE BRIDGE OVER
 FX3495'CHUCKATUCK CREEK IN CRITTENDEN.  GO NORTHWEST ON U.S. HIGHWAY 17
 FX3495'FOR 1.5 MILES TO COUNTY ROAD 661, SHARP RIGHT, TURN SHARP RIGHT
 FX3495'ON ROAD 661 AND GO 1.5 MILES TO A DIRT ROAD LEFT AT A NUMBER OF
 FX3495'MAIL BOXES.  TURN LEFT AND GO 0.35 MILE TO THE END OF THE ROAD
 FX3495'AND END OF TRUCK TRAVEL.  CONTINUE STRAIGHT AHEAD PASSING STUCCO
 FX3495'COTTAGE ON THE RIGHT AND FOLLOW PATH TO THE WATER EDGE.  HERE
 FX3495'TURN RIGHT AND FOLLOW SHORELINE ABOUT 300 FEET TO THE MARK AS
 FX3495'DESCRIBED.
 FX3495
 FX3495                          STATION RECOVERY (1976)
 FX3495
 FX3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (GWS)
 FX3495'ADAM FOUND IN GOOD CONDITION.  UNDER SIX INCHES OF MARSH.  RM NO 1
 FX3495'IN PLACE BUT MAY BE MOVED BY EROSION SLIGHTLY OUT.  RM NO 2 FD LYING
 FX3495'ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3589 ***********************************************************************
 HV3589  DESIGNATION -  ADAMS
 HV3589  PID         -  HV3589
 HV3589  STATE/COUNTY-  VA/FAUQUIER
 HV3589  USGS QUAD   -  MARSHALL (1983)
 HV3589
 HV3589                         *CURRENT SURVEY CONTROL
 HV3589  ___________________________________________________________________
 HV3589* NAD 83(1993)-  38 50 01.96052(N)    077 45 17.20621(W)     ADJUSTED  
 HV3589* NAVD 88     -       278.959  (meters)     915.22   (feet)  ADJUSTED  
 HV3589  ___________________________________________________________________
 HV3589  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 HV3589  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3589  DYNAMIC HT  -         278.800 (meters)     914.70  (feet)  COMP
 HV3589  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 HV3589
 HV3589  HORZ ORDER  -  THIRD
 HV3589  VERT ORDER  -  SECOND    CLASS 0
 HV3589
 HV3589.The horizontal coordinates were established by classical geodetic methods
 HV3589.and adjusted by the National Geodetic Survey in November 1994..
 HV3589
 HV3589.The orthometric height was determined by differential leveling
 HV3589.and adjusted by the National Geodetic Survey in June 1991..
 HV3589
 HV3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3589
 HV3589.The geoid height was determined by GEOID03.
 HV3589
 HV3589.The dynamic height is computed by dividing the NAVD 88
 HV3589.geopotential number by the normal gravity value computed on the
 HV3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3589.degrees latitude (g = 980.6199 gals.).
 HV3589
 HV3589.The modeled gravity was interpolated from observed gravity values.
 HV3589
 HV3589;                    North         East     Units Scale Factor Converg.
 HV3589;SPC VA N     - 2,129,822.677 3,564,702.863   MT  0.99995550   +0 27 54.4
 HV3589;SPC VA N     - 6,987,593.23 11,695,195.98   sFT  0.99995550   +0 27 54.4
 HV3589;UTM  18      - 4,301,948.262   260,882.148   MT  1.00030414   -1 43 41.7
 HV3589
 HV3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3589!SPC VA N     -   0.99996129  x   0.99995550  =   0.99991679
 HV3589!UTM  18      -   0.99996129  x   1.00030414  =   1.00026541
 HV3589
 HV3589|---------------------------------------------------------------------|
 HV3589| PID    Reference Object                     Distance      Geod. Az  |
 HV3589|                                                           dddmmss.s |
 HV3589| HV3590 ADAMS RM 1                           10.418 METERS 01147     |
 HV3589| HV3591 ADAMS RM 2                           10.810 METERS 09847     |
 HV3589| HV3581 PLAINS                              APPROX. 3.9 KM 3441247.1 |
 HV3589|---------------------------------------------------------------------|
 HV3589
 HV3589                          SUPERSEDED SURVEY CONTROL
 HV3589
 HV3589  NAD 83(1986)-  38 50 01.96153(N)    077 45 17.21620(W) AD(       ) 3
 HV3589  NAD 27      -  38 50 01.54877(N)    077 45 18.23685(W) AD(       ) 3
 HV3589  NGVD 29 (??/??/??)  279.189  (m)          915.97   (f) ADJUSTED    2 0
 HV3589
 HV3589.Superseded values are not recommended for survey control.
 HV3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3589.See file dsdata.txt to determine how the superseded data were derived.
 HV3589
 HV3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6088201948(NAD 83)
 HV3589_MARKER: DS = TRIANGULATION STATION DISK
 HV3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3589_STAMPING: ADAMS 1959
 HV3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3589+STABILITY: SURFACE MOTION
 HV3589
 HV3589  HISTORY     - Date     Condition        Report By
 HV3589  HISTORY     - 1959     MONUMENTED       CGS
 HV3589  HISTORY     - 1960     GOOD             CGS
 HV3589
 HV3589                          STATION DESCRIPTION
 HV3589
 HV3589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3589'THE STATION IS LOCATED ABOUT 7 MILES WEST NORTHWEST OF HAYMARKET,
 HV3589'2 MILES SOUTH SOUTHEAST OF THE PLAINS AND ON PROPERTY OWNED
 HV3589'BY MR. JAMES T. ADAMS.  IT IS 8.3 FEET NORTH NORTHWEST OF
 HV3589'A METAL WITNESS POST, ABOUT 6 FEET LOWER THAN THE CREST OF
 HV3589'HILL AND ON THE NORTHWEST SIDE OF HILL.  THE MARK PROJECTS
 HV3589'ABOUT 5 INCHES AND THE DISK IS STAMPED ADAMS 1959.
 HV3589'
 HV3589'REFERENCE MARK NO. 1 IS 42.5 FEET NORTH NORTHWEST OF A METAL
 HV3589'WITNESS POST, 2 FEET LOWER IN ELEVATION THAN THE STATION
 HV3589'AND IS ON THE NORTHWEST SLOPE OF HILL.  THE DISK IS SET
 HV3589'IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 6 INCHES AND
 HV3589'IS STAMPED ADAMS NO 1 1959.
 HV3589'
 HV3589'REFERENCE MARK NO. 2 IS 35 FEET EAST OF A METAL WITNESS
 HV3589'POST, ON THE NORTHEAST SLOPE OF HILL AND IS ABOUT THE SAME
 HV3589'ELEVATION AS THE STATION.  THE MARK PROJECTS ABOUT 6 INCHES
 HV3589'AND THE DISK IS STAMPED ADAMS NO 2 1959.
 HV3589'
 HV3589'TO REACH THE STATION FROM THE BANK IN THE PLAINS, GO EASTERLY
 HV3589'ON STATE HIGHWAY 55 FOR 2.0 MILES TO A SIDE ROAD ON RIGHT AND
 HV3589'A BOARD GATE, TURN RIGHT AND PASS THROUGH GATE ON TRACK ROAD
 HV3589'LEADING UP HILL FOR 0.1 MILE TO FORK, TAKE LEFT FORK OM MAIN
 HV3589'TRAVELED ROAD FOR 0.1 MILE TO FARM BUILDING ON LEFT AND
 HV3589'TRACK ROAD BEARING TO THE RIGHT, BEAR RIGHT ON MAIN TRAVELED
 HV3589'ROAD FOR 0.25 MILE TO GATE, PASS THROUGH GATE AND GO 0.15 MILE
 HV3589'TO THE WEST SIDE OF TOP OF HILL, FROM HERE BEAR LEFT AND
 HV3589'GO SOUTHEASTERLY FOR 0.05 MILE TO STATION NEAR CREST OF
 HV3589'HILL.
 HV3589'
 HV3589'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV3589
 HV3589                          STATION RECOVERY (1960)
 HV3589
 HV3589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3589'2.8 MI SE FROM THE PLAINS.
 HV3589'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE
 HV3589'CROSSING OF THE SOUTHERN RAILWAY AT THE PLAINS, THENCE ABOUT
 HV3589'0.7 MILE SOUTHWEST AND UPHILL ALONG A TRAIL ROAD NEAREST TO AND
 HV3589'SOUTHEAST OF CREEK BRANCH TO THE TOP OF HILL, (PASSING ABOUT
 HV3589'100 YARDS TO THE NORTHWEST OF A LARGE OLD FARMHOUSE, AND PASSING
 HV3589'THRU A FENCE GAP ABOUT 0.3 MILE SOUTHWEST AFTER PASSING THE
 HV3589'ABOVE MENTIONED HOUSE AND LEAVING TRAIL ROAD ABOUT 0.18 MILE
 HV3589'SOUTHWEST OF FENCE GAP, THENCE SOUTH ACROSS PASTURE FOR ABOUT
 HV3589'70 YARDS), ABOUT 50 YARDS NORTH-NORTHEAST OF THE HIGHEST POINT
 HV3589'OF HILL, 34.2 FEET SOUTH OF R M 1, 35.5 FEET WEST OF R M 2,
 HV3589'9 FEET NORTH OF A STEEL WITNESS POST, AND SET IN THE TOP OF
 HV3589'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3418 ***********************************************************************
 GA3418  DESIGNATION -  ADAMS
 GA3418  PID         -  GA3418
 GA3418  STATE/COUNTY-  VA/WISE
 GA3418  USGS QUAD   -  NORTON (1981)
 GA3418
 GA3418                         *CURRENT SURVEY CONTROL
 GA3418  ___________________________________________________________________
 GA3418* NAD 83(1993)-  36 55 40.57202(N)    082 39 47.46205(W)     ADJUSTED  
 GA3418* NAVD 88     -       657.2    (meters)    2156.     (feet)  VERTCON   
 GA3418  ___________________________________________________________________
 GA3418  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GA3418  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3418
 GA3418  HORZ ORDER  -  SECOND
 GA3418
 GA3418.The horizontal coordinates were established by classical geodetic methods
 GA3418.and adjusted by the National Geodetic Survey in December 1995..
 GA3418
 GA3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3418
 GA3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3418
 GA3418.The geoid height was determined by GEOID03.
 GA3418
 GA3418;                    North         East     Units Scale Factor Converg.
 GA3418;SPC VA S     - 1,074,162.945 3,129,208.238   MT  0.99997464   -2 31 36.3
 GA3418;SPC VA S     - 3,524,149.60 10,266,410.69   sFT  0.99997464   -2 31 36.3
 GA3418;UTM  17      - 4,088,170.117   351,871.060   MT  0.99987032   -0 59 58.0
 GA3418
 GA3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3418!SPC VA S     -   0.99990169  x   0.99997464  =   0.99987633
 GA3418!UTM  17      -   0.99990169  x   0.99987032  =   0.99977202
 GA3418
 GA3418|---------------------------------------------------------------------|
 GA3418| PID    Reference Object                     Distance      Geod. Az  |
 GA3418|                                                           dddmmss.s |
 GA3418| DB8613 ADAMS RM 1                            9.892 METERS 18246     |
 GA3418| GA3425 POWER                               APPROX. 1.5 KM 2862837.6 |
 GA3418|---------------------------------------------------------------------|
 GA3418
 GA3418                          SUPERSEDED SURVEY CONTROL
 GA3418
 GA3418  NAD 83(1993)-  36 55 40.57254(N)    082 39 47.46235(W) AD(       ) 2
 GA3418  NAD 83(1986)-  36 55 40.58034(N)    082 39 47.46982(W) AD(       ) 2
 GA3418  NAD 27      -  36 55 40.22655(N)    082 39 47.89508(W) AD(       ) 2
 GA3418  NGVD 29 (07/19/86)  657.3    (m)         2156.     (f) VERT ANG       
 GA3418
 GA3418.Superseded values are not recommended for survey control.
 GA3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3418.See file dsdata.txt to determine how the superseded data were derived.
 GA3418
 GA3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5187188170(NAD 83)
 GA3418_MARKER: DS = TRIANGULATION STATION DISK
 GA3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3418
 GA3418  HISTORY     - Date     Condition        Report By
 GA3418  HISTORY     - 1963     MONUMENTED       CGS
 GA3418  HISTORY     - 20040415 MARK NOT FOUND   VADMME
 GA3418
 GA3418                          STATION DESCRIPTION
 GA3418
 GA3418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3418'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF NORTON
 GA3418'AND ABOUT 0.2 MILE SOUTH OF U.S. HIGHWAYS 23 AND ALTERNATE
 GA3418'58 NEAR THE RESIDENCE OF MR. CLAUDE ADAMS WHO OWNS THE PROPERTY.
 GA3418'
 GA3418'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, GO
 GA3418'SOUTH ON 7TH STREET FOR 1 BLOCK TO PARK AVENUE (MAIN STREET
 GA3418'AND U.S. HIGHWAYS 23 AND ALTERNATE 58), TURN RIGHT ON PARK
 GA3418'AVENUE AND GO WESTERLY FOR 1.8 MILES TO A CROSSROADS JUNCTION
 GA3418'WITH COUNTY ROUTE 621, TURN LEFT ON ROUTE 621 AND GO 0.1
 GA3418'MILE TO A SIDE ROAD RIGHT, COUNTY ROUTE 744, TURN RIGHT
 GA3418'ON ROUTE 744, PASS THROUGH A TUNNEL UNDER A RAILROAD TRACK
 GA3418'AND FOLLOW GRAVELED ROAD WESTERLY FOR 0.4 MILE TO A
 GA3418'CROSSROADS, CONTINUE STRAIGHT AHEAD AND WESTERLY FOR 0.2 MILE
 GA3418'TO THE RED BRICK HOME OF MR. ADAMS AND THE STATION.
 GA3418'
 GA3418'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GA3418'FLUSH WITH THE GROUND.  IT IS 70 FEET NORTH OF THE NORTHWEST
 GA3418'CORNER OF THE HOUSE, 34 FEET NORTH OF A GUYED POWER POLE,
 GA3418'AND IS RIGHT ON THE EDGE OF THE GRAVELED DRIVE AREA.  IT
 GA3418'IS STAMPED ADAMS 1964
 GA3418'
 GA3418'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 GA3418'MONUMENT FLUSH WITH THE GROUND, IT IS 1 FOOT NORTH OF THE
 GA3418'GUYED POWER POLE.  THE MARK IS STAMPED ADAMS NO 1 1963.
 GA3418
 GA3418                          STATION RECOVERY (2004)
 GA3418
 GA3418'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF MINES, 2004 (RAB)
 GA3418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0919 ***********************************************************************
 FW0919  DESIGNATION -  ADAMS
 FW0919  PID         -  FW0919
 FW0919  STATE/COUNTY-  VA/NORTHAMPTON
 FW0919  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0919
 FW0919                         *CURRENT SURVEY CONTROL
 FW0919  ___________________________________________________________________
 FW0919* NAD 83(1993)-  37 05 07.33429(N)    075 56 51.66161(W)     ADJUSTED  
 FW0919* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0919  ___________________________________________________________________
 FW0919  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FW0919  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 FW0919
 FW0919  HORZ ORDER  -  THIRD
 FW0919
 FW0919.The horizontal coordinates were established by classical geodetic methods
 FW0919.and adjusted by the National Geodetic Survey in September 1995..
 FW0919
 FW0919.The orthometric height was scaled from a topographic map.
 FW0919
 FW0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0919
 FW0919.The geoid height was determined by GEOID03.
 FW0919
 FW0919;                    North         East     Units Scale Factor Converg.
 FW0919;SPC VA S     - 1,086,524.116 3,726,894.391   MT  0.99995746   +1 32 56.6
 FW0919;SPC VA S     - 3,564,704.54 12,227,319.35   sFT  0.99995746   +1 32 56.6
 FW0919;UTM  18      - 4,104,762.939   415,772.130   MT  0.99968739   -0 34 17.4
 FW0919
 FW0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0919!SPC VA S     -   1.00000590  x   0.99995746  =   0.99996336
 FW0919!UTM  18      -   1.00000590  x   0.99968739  =   0.99969329
 FW0919
 FW0919:                Primary Azimuth Mark                     Grid Az
 FW0919:SPC VA S     -  CAPE CHARLES NEW CG STA SE COR           037 17 54.1
 FW0919:UTM  18      -  CAPE CHARLES NEW CG STA SE COR           039 25 08.1
 FW0919
 FW0919|---------------------------------------------------------------------|
 FW0919| PID    Reference Object                     Distance      Geod. Az  |
 FW0919|                                                           dddmmss.s |
 FW0919| FW0922 CAPE CHARLES NEW CG STA SE COR      APPROX. 5.5 KM 0385050.7 |
 FW0919| DC7779 ADAMS RM                             22.419 METERS 03939     |
 FW0919|---------------------------------------------------------------------|
 FW0919
 FW0919                          SUPERSEDED SURVEY CONTROL
 FW0919
 FW0919  NAD 83(1986)-  37 05 07.33642(N)    075 56 51.69986(W) AD(       ) 3
 FW0919  NAD 27      -  37 05 06.82400(N)    075 56 52.94900(W) AD(       ) 3
 FW0919
 FW0919.Superseded values are not recommended for survey control.
 FW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0919.See file dsdata.txt to determine how the superseded data were derived.
 FW0919
 FW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1577204763(NAD 83)
 FW0919_MARKER: DS = TRIANGULATION STATION DISK
 FW0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0919
 FW0919  HISTORY     - Date     Condition        Report By
 FW0919  HISTORY     - 1929     MONUMENTED       CGS
 FW0919  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW0919  HISTORY     - 1954     MARK NOT FOUND   CGS
 FW0919  HISTORY     - 1959     MARK NOT FOUND   CGS
 FW0919
 FW0919                          STATION DESCRIPTION
 FW0919
 FW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (JS)
 FW0919'THIS STATION IS LOCATED ON ADAMS ISLAND, A NARROW ISLAND
 FW0919'JUST SE OF FISHERMAN AND ISAAC ISLANDS.  THE STATION IS ON
 FW0919'THE MOST SOUTHERN PORTION AND ON THE FIRST PROMINENT GRASSY
 FW0919'KNOLL.  THE STATION IS ABOUT 150 METERS SE OF A WRECKED BOAT
 FW0919'LYING ON THE N BEACH AND ABOUT 600 METERS SW OF A LONE BUILDING
 FW0919'BELONGING TO H. SUTHER.  ADAMS ISLAND IS UNCHARTED.
 FW0919'
 FW0919'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 FW0919'IN CONCRETE.  UNDERGROUND
 FW0919'MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A
 FW0919'GLASS BOTTLE.
 FW0919'
 FW0919'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OR
 FW0919'IN FEET.
 FW0919
 FW0919                          STATION RECOVERY (1934)
 FW0919
 FW0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0919'NO TRACE OF STATION OR REFERENCE MARK COULD BE FOUND.  THIS
 FW0919'ISLAND WAS COMPLETELY SUBMERGED IN THE STORM OF AUGUST, 1933,
 FW0919'AND BADLY WASHED.  THE INDEFINITE DESCRIPTION FOR THE STATION
 FW0919'MADE IT IMPOSSIBLE TO ASCERTAIN ITS EXACT LOCATION.  THE
 FW0919'MARKS WERE PROBABLY WASHED OUT IN AUGUST, 1933, BUT MAY BE
 FW0919'COVERED BY SHIFTING SAND.  A PLANE TABLE WAS NOT AVAILABLE ON
 FW0919'THIS PARTY FOR CHECKING THE TRUE LOCATION OF THE STATION.
 FW0919
 FW0919                          STATION RECOVERY (1954)
 FW0919
 FW0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0919'STATION DESTROYED.  THE S END OF THIS ISLAND, IN THE VICINITY
 FW0919'OF THE STATION, HAS BEEN COMPLETELY WASHED AWAY.
 FW0919
 FW0919                          STATION RECOVERY (1959)
 FW0919
 FW0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0919'THE STATION MARK AND REFERENCE MARKS SHOULD BE CONSIDERED AS
 FW0919'BEING LOST.  A THOROUGH SEARCH WAS MADE AFTER A POSITION
 FW0919'WAS DETERMINED FOR ADAMS 2 AND AN ATTEMPT TO TRAVERSE BETWEEN
 FW0919'THE TWO STATION.  IT WAS FOUND THAT ADAMS ISLAND WAS COMPLETELY
 FW0919'SUBMERGED AND THE SHORE LINE IS NOW APPROXIMATELY 500 FEET
 FW0919'INLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0920 ***********************************************************************
 FW0920  DESIGNATION -  ADAMS 2
 FW0920  PID         -  FW0920
 FW0920  STATE/COUNTY-  VA/NORTHAMPTON
 FW0920  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0920
 FW0920                         *CURRENT SURVEY CONTROL
 FW0920  ___________________________________________________________________
 FW0920* NAD 83(1993)-  37 05 11.39372(N)    075 56 56.58384(W)     ADJUSTED  
 FW0920* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0920  ___________________________________________________________________
 FW0920  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FW0920  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 FW0920
 FW0920  HORZ ORDER  -  SECOND
 FW0920
 FW0920.The horizontal coordinates were established by classical geodetic methods
 FW0920.and adjusted by the National Geodetic Survey in September 1995..
 FW0920
 FW0920.The orthometric height was scaled from a topographic map.
 FW0920
 FW0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0920
 FW0920.The geoid height was determined by GEOID03.
 FW0920
 FW0920;                    North         East     Units Scale Factor Converg.
 FW0920;SPC VA S     - 1,086,645.922 3,726,769.491   MT  0.99995736   +1 32 53.6
 FW0920;SPC VA S     - 3,565,104.16 12,226,909.57   sFT  0.99995736   +1 32 53.6
 FW0920;UTM  18      - 4,104,889.249   415,651.856   MT  0.99968764   -0 34 20.4
 FW0920
 FW0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0920!SPC VA S     -   1.00000590  x   0.99995736  =   0.99996326
 FW0920!UTM  18      -   1.00000590  x   0.99968764  =   0.99969353
 FW0920
 FW0920|---------------------------------------------------------------------|
 FW0920| PID    Reference Object                     Distance      Geod. Az  |
 FW0920|                                                           dddmmss.s |
 FW0920| DC7780 ADAMS 2 RM 1                          5.602 METERS 03817     |
 FW0920| DC7781 ADAMS 2 RM 2                          6.401 METERS 13733     |
 FW0920| FW0287 FISH 2                              APPROX. 1.9 KM 2883045.7 |
 FW0920|---------------------------------------------------------------------|
 FW0920
 FW0920                          SUPERSEDED SURVEY CONTROL
 FW0920
 FW0920  NAD 83(1986)-  37 05 11.39734(N)    075 56 56.62196(W) AD(       ) 2
 FW0920  NAD 27      -  37 05 10.88170(N)    075 56 57.87040(W) AD(       ) 2
 FW0920
 FW0920.Superseded values are not recommended for survey control.
 FW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0920.See file dsdata.txt to determine how the superseded data were derived.
 FW0920
 FW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1565204889(NAD 83)
 FW0920_MARKER: DS = TRIANGULATION STATION DISK
 FW0920_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0920_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0920
 FW0920  HISTORY     - Date     Condition        Report By
 FW0920  HISTORY     - 1959     MONUMENTED       CGS
 FW0920  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW0920
 FW0920                          STATION DESCRIPTION
 FW0920
 FW0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0920'THE STATION IS APPROXIMATELY 5.5 MILES SOUTHEAST OF THE
 FW0920'CHESAPEAKE BAY FERRY LANDING, 3 MILES SOUTH OF KIPTOPEKE,
 FW0920'2 MILES SOUTHEAST OF THE MAIN BUILDINGS ON FISHERMAN ISLAND
 FW0920'AND ON THE SOUTHERN PART OF ADAMS ISLAND.
 FW0920'
 FW0920'THE STATION IS BEST REACHED BY BOAT FROM WISE POINT BY GOING
 FW0920'SOUTHEAST ACROSS FISHERMAN INLET FOR ABOUT 2 MILES TO THE
 FW0920'NORTH END OF ADAMS ISLAND.  FROM HERE, PACK EASTERLY THEN
 FW0920'SOUTHERLY ALONG BEACH FOR ABOUT .75 MILE TO THE END OF A
 FW0920'ROW OF SAND DUNES AND THE STATION TO THE NORTH.
 FW0920'
 FW0920'STATION MARKS ARE STANDARD DISKS STAMPED ADAMS 2 1959.  THE
 FW0920'SURFACE DISK IS SET IN CONCRETE AT THE CENTER OF A 10-INCH
 FW0920'TERRACOTTA PIPE WHICH PROJECTS 2 INCHES.  IT IS 96 FEET NORTH
 FW0920'OF THE HIGHWATER MARK AND ABOUT 4 FEET LOWER THAN THE SAND
 FW0920'DUNES.  A STANDARD WITNESS POST WAS SET 4.5 FEET WEST OF THE
 FW0920'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FW0920'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 FW0920'
 FW0920'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADAMS 2 NO 1
 FW0920'1959, IS SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA
 FW0920'PIPE WHICH PROJECTS 8 INCHES.  IT IS ABOUT 4 FEET LOWER THAN
 FW0920'THE SAND DUNES.
 FW0920'
 FW0920'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADAMS 2 NO 2
 FW0920'1959, IS SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA
 FW0920'PIPE WHICH PROJECTS 6 INCHES.  IT IS 30.05 FEET (9.159 METERS)
 FW0920'SOUTH OF REFERENCE MARK NO. 1 AND ABOUT 4 FEET LOWER THAN
 FW0920'THE SAND DUNES.
 FW0920'
 FW0920'NO AZIMUTH MARK WAS SET.
 FW0920
 FW0920                          STATION RECOVERY (1962)
 FW0920
 FW0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0920'THIS MARK WAS DESTROYED BY THE MARCH 1962 STORM.  THE BEACH
 FW0920'WAS WASHED AWAY ABOUT 500 FEET.  THE OWNER OF THE ISLAND MR.
 FW0920'G. MARTIN WAS WITH THE PARTY THAT SET THE MARK AND HE ALSO
 FW0920'CONFIRMS THE STATION AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3590 ***********************************************************************
 HV3590  DESIGNATION -  ADAMS RM 1
 HV3590  PID         -  HV3590
 HV3590  STATE/COUNTY-  VA/FAUQUIER
 HV3590  USGS QUAD   -  MARSHALL (1983)
 HV3590
 HV3590                         *CURRENT SURVEY CONTROL
 HV3590  ___________________________________________________________________
 HV3590* NAD 83(1986)-  38 50 01.     (N)    077 45 17.     (W)     SCALED    
 HV3590* NAVD 88     -       278.003  (meters)     912.08   (feet)  ADJUSTED  
 HV3590  ___________________________________________________________________
 HV3590  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3590  DYNAMIC HT  -         277.844 (meters)     911.56  (feet)  COMP
 HV3590  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 HV3590
 HV3590  VERT ORDER  -  SECOND    CLASS 0
 HV3590
 HV3590.The horizontal coordinates were scaled from a topographic map and have
 HV3590.an estimated accuracy of +/- 6 seconds.
 HV3590
 HV3590.The orthometric height was determined by differential leveling
 HV3590.and adjusted by the National Geodetic Survey in June 1991..
 HV3590
 HV3590.The geoid height was determined by GEOID03.
 HV3590
 HV3590.The dynamic height is computed by dividing the NAVD 88
 HV3590.geopotential number by the normal gravity value computed on the
 HV3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3590.degrees latitude (g = 980.6199 gals.).
 HV3590
 HV3590.The modeled gravity was interpolated from observed gravity values.
 HV3590
 HV3590;                    North         East    Units  Estimated Accuracy
 HV3590;SPC VA N     - 2,129,790.    3,564,710.      MT  (+/- 180 meters Scaled)
 HV3590
 HV3590                          SUPERSEDED SURVEY CONTROL
 HV3590
 HV3590  NGVD 29 (??/??/??)  278.232  (m)          912.83   (f) ADJUSTED    2 0
 HV3590
 HV3590.Superseded values are not recommended for survey control.
 HV3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3590.See file dsdata.txt to determine how the superseded data were derived.
 HV3590
 HV3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ608019(NAD 83)
 HV3590_MARKER: DR = REFERENCE MARK DISK
 HV3590_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HV3590_SP_SET: UNSPECIFIED ROCK
 HV3590_STAMPING: ADAMS NO 1 1959
 HV3590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3590
 HV3590  HISTORY     - Date     Condition        Report By
 HV3590  HISTORY     - 1959     MONUMENTED       CGS
 HV3590  HISTORY     - 1960     GOOD             CGS
 HV3590
 HV3590                          STATION DESCRIPTION
 HV3590
 HV3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3590'2.8 MI SE FROM THE PLAINS.
 HV3590'34.2 FEET NORTH OF TRIANGULATION-STATION ADAMS, DESCRIBED,
 HV3590'48 FEET NORTHWEST OF R M 2, ABOUT 60 YARDS NORTH-NORTHEAST OF
 HV3590'THE HIGHEST POINT OF HILL, IN TOP OF A 1 1/2- BY 2 1/2- BY
 HV3590'3-INCH-HIGH PROJECTING PART OF BURIED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3591 ***********************************************************************
 HV3591  DESIGNATION -  ADAMS RM 2
 HV3591  PID         -  HV3591
 HV3591  STATE/COUNTY-  VA/FAUQUIER
 HV3591  USGS QUAD   -  MARSHALL (1983)
 HV3591
 HV3591                         *CURRENT SURVEY CONTROL
 HV3591  ___________________________________________________________________
 HV3591* NAD 83(1986)-  38 50 01.     (N)    077 45 17.     (W)     SCALED    
 HV3591* NAVD 88     -       278.904  (meters)     915.04   (feet)  ADJUSTED  
 HV3591  ___________________________________________________________________
 HV3591  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3591  DYNAMIC HT  -         278.744 (meters)     914.51  (feet)  COMP
 HV3591  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 HV3591
 HV3591  VERT ORDER  -  SECOND    CLASS 0
 HV3591
 HV3591.The horizontal coordinates were scaled from a topographic map and have
 HV3591.an estimated accuracy of +/- 6 seconds.
 HV3591
 HV3591.The orthometric height was determined by differential leveling
 HV3591.and adjusted by the National Geodetic Survey in June 1991..
 HV3591
 HV3591.The geoid height was determined by GEOID03.
 HV3591
 HV3591.The dynamic height is computed by dividing the NAVD 88
 HV3591.geopotential number by the normal gravity value computed on the
 HV3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3591.degrees latitude (g = 980.6199 gals.).
 HV3591
 HV3591.The modeled gravity was interpolated from observed gravity values.
 HV3591
 HV3591;                    North         East    Units  Estimated Accuracy
 HV3591;SPC VA N     - 2,129,790.    3,564,710.      MT  (+/- 180 meters Scaled)
 HV3591
 HV3591                          SUPERSEDED SURVEY CONTROL
 HV3591
 HV3591  NGVD 29 (??/??/??)  279.134  (m)          915.79   (f) ADJUSTED    2 0
 HV3591
 HV3591.Superseded values are not recommended for survey control.
 HV3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3591.See file dsdata.txt to determine how the superseded data were derived.
 HV3591
 HV3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ608019(NAD 83)
 HV3591_MARKER: DR = REFERENCE MARK DISK
 HV3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3591_STAMPING: ADAMS NO 2 1959
 HV3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3591+STABILITY: SURFACE MOTION
 HV3591
 HV3591  HISTORY     - Date     Condition        Report By
 HV3591  HISTORY     - 1959     MONUMENTED       CGS
 HV3591  HISTORY     - 1960     GOOD             CGS
 HV3591
 HV3591                          STATION DESCRIPTION
 HV3591
 HV3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3591'2.8 MI SE FROM THE PLAINS.
 HV3591'35.5 FEET EAST OF TRIANGULATION-STATION ADAMS, DESCRIBED,
 HV3591'48 FEET SOUTHEAST OF R M 1, AND SET IN TOP OF A CONCRETE POST
 HV3591'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4362 ***********************************************************************
 GV4362  DESIGNATION -  ADAMS VFC 1936
 GV4362  PID         -  GV4362
 GV4362  STATE/COUNTY-  VA/MATHEWS
 GV4362  USGS QUAD   -  WARE NECK (1980)
 GV4362
 GV4362                         *CURRENT SURVEY CONTROL
 GV4362  ___________________________________________________________________
 GV4362* NAD 83(1993)-  37 26 53.23675(N)    076 26 45.53737(W)     ADJUSTED  
 GV4362* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4362  ___________________________________________________________________
 GV4362  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 GV4362  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 GV4362
 GV4362  HORZ ORDER  -  THIRD
 GV4362
 GV4362.The horizontal coordinates were established by classical geodetic methods
 GV4362.and adjusted by the National Geodetic Survey in September 1995..
 GV4362
 GV4362.The orthometric height was scaled from a topographic map.
 GV4362
 GV4362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4362
 GV4362.The geoid height was determined by GEOID03.
 GV4362
 GV4362;                    North         East     Units Scale Factor Converg.
 GV4362;SPC VA S     - 1,125,690.798 3,681,728.900   MT  0.99994639   +1 14 47.9
 GV4362;SPC VA S     - 3,693,203.89 12,079,138.90   sFT  0.99994639   +1 14 47.9
 GV4362;UTM  18      - 4,145,567.277   372,097.545   MT  0.99980151   -0 52 45.6
 GV4362
 GV4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4362!SPC VA S     -   1.00000563  x   0.99994639  =   0.99995202
 GV4362!UTM  18      -   1.00000563  x   0.99980151  =   0.99980714
 GV4362
 GV4362:                Primary Azimuth Mark                     Grid Az
 GV4362:SPC VA S     -  LOTHIAN VFC 1936                         008 09 41.9
 GV4362:UTM  18      -  LOTHIAN VFC 1936                         010 17 15.4
 GV4362
 GV4362|---------------------------------------------------------------------|
 GV4362| PID    Reference Object                     Distance      Geod. Az  |
 GV4362|                                                           dddmmss.s |
 GV4362| GV4388 LOTHIAN VFC 1936                    403.728 METERS 0092429.8 |
 GV4362| GV4386 LAST VFC 1936                       APPROX. 0.6 KM 0453905.0 |
 GV4362| GV4383 HOT VFC 1936                        307.391 METERS 13726     |
 GV4362| GV4370 DARLING VFC 1936                    404.512 METERS 1834143.2 |
 GV4362| GV4406 TURN VFC 1936                       403.108 METERS 2520832.5 |
 GV4362| GV4397 RED VFC 1936                        377.392 METERS 31244     |
 GV4362|---------------------------------------------------------------------|
 GV4362
 GV4362                          SUPERSEDED SURVEY CONTROL
 GV4362
 GV4362  NAD 83(1993)-  37 26 53.24106(N)    076 26 45.53711(W) AD(       ) 3
 GV4362  NAD 83(1986)-  37 26 53.24946(N)    076 26 45.56468(W) AD(       ) 3
 GV4362  NAD 27      -  37 26 52.75000(N)    076 26 46.74700(W) AD(       ) 3
 GV4362
 GV4362.Superseded values are not recommended for survey control.
 GV4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4362.See file dsdata.txt to determine how the superseded data were derived.
 GV4362
 GV4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7209845567(NAD 83)
 GV4362_MARKER: U = CONCRETE POST
 GV4362_SETTING: 0 = UNSPECIFIED SETTING
 GV4362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4362
 GV4362  HISTORY     - Date     Condition        Report By
 GV4362  HISTORY     - 1936     MONUMENTED       VACF
 GV4362  HISTORY     - 1944     GOOD             CGS
 GV4362  HISTORY     - 1952     GOOD             CGS
 GV4362  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4362
 GV4362                          STATION DESCRIPTION
 GV4362
 GV4362'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4362'STATION IS LOCATED ON HIGH LAND IN THE CORNER OF THE FIELD
 GV4362'OF MR. ADAMS, A SHORT DISTANCE ABOVE THE LANDING ON NORTH RIVER,
 GV4362'AT A POINT WHERE A GOOD VIEW IS OBTAINED TOWARD STATION LAST
 GV4362'UP RIVER AND STATION HOT DOWN RIVER.
 GV4362'
 GV4362'STATION IS MARKED BY CONCRETE MARKER.
 GV4362
 GV4362                          STATION RECOVERY (1944)
 GV4362
 GV4362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4362'STATION RECOVERED IN FAIR CONDITION, 5 METERS INSHORE FROM
 GV4362'HIGH-WATER LINE.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 GV4362'ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4362
 GV4362                          STATION RECOVERY (1952)
 GV4362
 GV4362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4362'STATION RECOVERED IN GOOD CONDITION WITH REMAINS OF AN OLD
 GV4362'OBSERVING STAND STILL OVER THE MARK.  MARK IS LOCATED IN
 GV4362'BRUSH, 10 FEET OFFSHORE OF EDGE OF FIELD, AND JUST S OF A
 GV4362'GROUP OF WILD CHERRY TREES.
 GV4362
 GV4362                          STATION RECOVERY (2002)
 GV4362
 GV4362'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9378 ***********************************************************************
 HV9378  DESIGNATION -  ADARE
 HV9378  PID         -  HV9378
 HV9378  STATE/COUNTY-  VA/FAIRFAX
 HV9378  USGS QUAD   -  FAIRFAX (1994)
 HV9378
 HV9378                         *CURRENT SURVEY CONTROL
 HV9378  ___________________________________________________________________
 HV9378* NAD 83(1986)-  38 48 11.     (N)    077 19 32.     (W)     SCALED    
 HV9378* NAVD 88     -       128.857  (meters)     422.76   (feet)  ADJUSTED  
 HV9378  ___________________________________________________________________
 HV9378  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV9378  DYNAMIC HT  -         128.785 (meters)     422.52  (feet)  COMP
 HV9378  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 HV9378
 HV9378  VERT ORDER  -  THIRD
 HV9378
 HV9378.The horizontal coordinates were scaled from a topographic map and have
 HV9378.an estimated accuracy of +/- 6 seconds.
 HV9378
 HV9378.The orthometric height was determined by differential leveling
 HV9378.and adjusted by the National Geodetic Survey in September 2004..
 HV9378
 HV9378.The geoid height was determined by GEOID03.
 HV9378
 HV9378.The dynamic height is computed by dividing the NAVD 88
 HV9378.geopotential number by the normal gravity value computed on the
 HV9378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9378.degrees latitude (g = 980.6199 gals.).
 HV9378
 HV9378.The modeled gravity was interpolated from observed gravity values.
 HV9378
 HV9378;                    North         East    Units  Estimated Accuracy
 HV9378;SPC VA N     - 2,126,790.    3,602,010.      MT  (+/- 180 meters Scaled)
 HV9378
 HV9378                          SUPERSEDED SURVEY CONTROL
 HV9378
 HV9378.No superseded survey control is available for this station.
 HV9378
 HV9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH980974(NAD 83)
 HV9378_MARKER: DD = SURVEY DISK
 HV9378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9378_SP_SET: CONCRETE POST
 HV9378_STAMPING: 123 ADARE 1986
 HV9378_MARK LOGO: VA-059
 HV9378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9378+STABILITY: SURFACE MOTION
 HV9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9378+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 HV9378
 HV9378  HISTORY     - Date     Condition        Report By
 HV9378  HISTORY     - 1986     MONUMENTED       VA-059
 HV9378  HISTORY     - 19911112 GOOD             VA-059
 HV9378
 HV9378                          STATION DESCRIPTION
 HV9378
 HV9378'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9378'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.7 MILES
 HV9378'(2.7 KM) SSW FROM THE INTERSECTION OF BRADDOCK ROAD (620) AND OX ROAD
 HV9378'(123), 1.5 MILES (2.4 KM) N FROM BUTTS CORNER AND 3.7 MILES (6.0 KM)
 HV9378'NE FROM THE TOWN OF CLIFTON.  TO REACH THE STATION FROM THE
 HV9378'INTERSECTION OF OX ROAD (123) AND BRADDOCK ROAD (620) PROCEED SOUTH
 HV9378'ON ROUTE 123 FOR 1.55 MILES (2.49 KM) TO THE MONUMENT ON THE LEFT IN
 HV9378'THE MEDIAN, IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1968 ***********************************************************************
 GV1968  DESIGNATION -  ADDISON
 GV1968  PID         -  GV1968
 GV1968  STATE/COUNTY-  VA/DINWIDDIE
 GV1968  USGS QUAD   -  PETERSBURG (1994)
 GV1968
 GV1968                         *CURRENT SURVEY CONTROL
 GV1968  ___________________________________________________________________
 GV1968* NAD 83(1993)-  37 11 58.29098(N)    077 27 45.35403(W)     ADJUSTED  
 GV1968* NAVD 88     -        54.392  (meters)     178.45   (feet)  ADJUSTED  
 GV1968  ___________________________________________________________________
 GV1968  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV1968  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV1968  DYNAMIC HT  -          54.352 (meters)     178.32  (feet)  COMP
 GV1968  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GV1968
 GV1968  HORZ ORDER  -  SECOND
 GV1968  VERT ORDER  -  SECOND    CLASS 0
 GV1968
 GV1968.The horizontal coordinates were established by classical geodetic methods
 GV1968.and adjusted by the National Geodetic Survey in September 1995..
 GV1968
 GV1968.The orthometric height was determined by differential leveling
 GV1968.and adjusted by the National Geodetic Survey in June 1991..
 GV1968
 GV1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1968
 GV1968.The geoid height was determined by GEOID03.
 GV1968
 GV1968.The dynamic height is computed by dividing the NAVD 88
 GV1968.geopotential number by the normal gravity value computed on the
 GV1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1968.degrees latitude (g = 980.6199 gals.).
 GV1968
 GV1968.The modeled gravity was interpolated from observed gravity values.
 GV1968
 GV1968;                    North         East     Units Scale Factor Converg.
 GV1968;SPC VA S     - 1,096,631.074 3,592,092.527   MT  0.99994968   +0 37 46.6
 GV1968;SPC VA S     - 3,597,863.78 11,785,056.90   sFT  0.99994968   +0 37 46.6
 GV1968;UTM  18      - 4,119,847.401   281,443.275   MT  1.00018846   -1 29 22.0
 GV1968
 GV1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1968!SPC VA S     -   0.99999673  x   0.99994968  =   0.99994641
 GV1968!UTM  18      -   0.99999673  x   1.00018846  =   1.00018519
 GV1968
 GV1968:                Primary Azimuth Mark                     Grid Az
 GV1968:SPC VA S     -  CENTRAL STA HOSP SUPERSTR TK             045 42 56.7
 GV1968:UTM  18      -  CENTRAL STA HOSP SUPERSTR TK             047 50 05.3
 GV1968
 GV1968|---------------------------------------------------------------------|
 GV1968| PID    Reference Object                     Distance      Geod. Az  |
 GV1968|                                                           dddmmss.s |
 GV1968| GV5408 CENTRAL STA HOSP SUPERSTR TK        APPROX. 1.3 KM 0462043.3 |
 GV1968| GV3324 ADDISON RM 1                         18.299 METERS 04628     |
 GV1968| GV5414 PETERSBURG CEN ST HOSP TALL TK      APPROX. 1.4 KM 0511259.4 |
 GV1968| GV5413 PETERSBURG CEN ST HOSP STK          APPROX. 1.5 KM 0535716.6 |
 GV1968| GV1973 ADDISON 2 AZ MK                                    2191606.4 |
 GV1968| GV1972 ADDISON AZ MK                                      2274250.0 |
 GV1968| GV3325 ADDISON RM 2                         16.388 METERS 28752     |
 GV1968| GV1969 ADDISON 2                            59.377 METERS 29947     |
 GV1968|---------------------------------------------------------------------|
 GV1968
 GV1968                          SUPERSEDED SURVEY CONTROL
 GV1968
 GV1968  NAD 83(1986)-  37 11 58.29822(N)    077 27 45.37571(W) AD(       ) 2
 GV1968  NAD 27      -  37 11 57.76320(N)    077 27 46.43230(W) AD(       ) 2
 GV1968  NGVD 29 (??/??/??)   54.742  (m)          179.60   (f) ADJUSTED    2 0
 GV1968
 GV1968.Superseded values are not recommended for survey control.
 GV1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1968.See file dsdata.txt to determine how the superseded data were derived.
 GV1968
 GV1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8144319847(NAD 83)
 GV1968_MARKER: DS = TRIANGULATION STATION DISK
 GV1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1968_STAMPING: ADDISON 1959
 GV1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1968+STABILITY: SURFACE MOTION
 GV1968
 GV1968  HISTORY     - Date     Condition        Report By
 GV1968  HISTORY     - 1959     MONUMENTED       CGS
 GV1968  HISTORY     - 1960     GOOD             CGS
 GV1968  HISTORY     - 1966     GOOD             CGS
 GV1968  HISTORY     - 1966     GOOD             CGS
 GV1968  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1968  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1968  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1968
 GV1968                          STATION DESCRIPTION
 GV1968
 GV1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1968'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PETERSBURG,
 GV1968'IN A TRIANGLE FORMED BY THE INTERSECTION OF RICHMOND-PETERSBURG
 GV1968'TURNPIKE AND U.S. HIGHWAY 1 AND ON PROPERTY OWNED BY THE STATE.
 GV1968'IT IS 2.1 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, 53.0
 GV1968'FEET EAST-SOUTHEAST OF A UTILITY POLE NO. 29, 53.0 FEET SOUTH
 GV1968'OF A TRIANGULAR BLAZED TWIN OAK TREE, 64.0 FEET WEST OF THE
 GV1968'SOUTHWEST END OF OVER-PASS AND 71 FEET NORTHWEST OF THE
 GV1968'SOUTHEAST END OF OVER-PASS.  THE MARK IS SET FLUSH WITH THE
 GV1968'GROUND AND THE DISK IS STAMPED ADDISON 1959.
 GV1968'
 GV1968'REFERENCE MARK NO. 1 IS 28.5 FEET SOUTHEAST OF A TRIANGULAR
 GV1968'BLAZED TWIN OAK TREE, 60.0 FEET NORTH OF THE SOUTHWEST END
 GV1968'OF OVER-PASS, 62.0 FEET NORTH-NORTHEAST OF A METAL WITNESS
 GV1968'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GV1968'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV1968'ADDISON NO 1 1959.
 GV1968'
 GV1968'REFERENCE MARK NO. 2 IS 2.0 FEET SOUTH OF A UTILITY POLE
 GV1968'NO. 29, 75.0 FEET SOUTHWEST OF A TRIANGULAR BLAZED TWIN OAK
 GV1968'TREE, 90.0 FEET NORTH-NORTHWEST OF A STREETLIGHT POST AND
 GV1968'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE MARK
 GV1968'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED ADDISON
 GV1968'NO 2 1959.
 GV1968'
 GV1968'AZIMUTH MARK IS 1.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 GV1968'POST, 2.3 FEET EAST OF A HIGH-LINE POLE NO. 35, 39.0 FEET
 GV1968'SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 1 AND
 GV1968'98.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TEXACO
 GV1968'SERVICE STATION.  THE MARK IS SET FLUSH WITH THE GROUND
 GV1968'AND THE DISK IS STAMPED ADDISON 1959.
 GV1968'
 GV1968'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GV1968'1 AND 460 IN THE SOUTHWEST EDGE OF PETERSBURG, GO SOUTHERLY
 GV1968'ON U.S. HIGHWAY 1 FOR 1.0 MILE TO THE INTERSECTION OF THE
 GV1968'RICHMOND-PETERSBURG TURNPIKE AND STATION ON LEFT NEAR THE
 GV1968'OVER-PASS OF U.S. HIGHWAY 1 NORTH-BOUND LANE AND TURNPIKE.
 GV1968'
 GV1968'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON
 GV1968'U.S. HIGHWAY 1 FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AND A
 GV1968'TEXACO SERVICE STATION ON THE RIGHT.
 GV1968'
 GV1968'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GV1968
 GV1968                          STATION RECOVERY (1960)
 GV1968
 GV1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV1968'4 MI SW FROM PETERSBURG.
 GV1968'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS OF
 GV1968'RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1968'THENCE ABOUT 1.7 MILES WESTERLY ALONG CONCRETE PARK ROAD, THENCE
 GV1968'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 142, THENCE ABOUT 0.15
 GV1968'MILE NORTHEAST ALONG U.S. HIGHWAY 1, AT THE JUNCTION OF WEST-BOUND
 GV1968'LANE OF RICHMOND-PETERSBURG TOLL ROAD, 51 1/2 FEET NORTH OF THE
 GV1968'WEST-BOUND LANE OF TOLL ROAD, 129 FEET SOUTHEAST OF THE CENTER LINE
 GV1968'OF SOUTHWEST-BOUND LANE OF HIGHWAY 1, 72 FEET NORTHWEST OF THE
 GV1968'SOUTHWEST CORNER OF CONCRETE OVERPASS OF TOLL ROAD OVER
 GV1968'NORTHEAST-BOUND LANE OF HIGHWAY 1, 64 FEET WEST-NORTHWEST OF
 GV1968'NORTHWEST CORNER OF OVERPASS, 53 1/2 FEET EAST-SOUTHEAST OF
 GV1968'POWER LINE POLE 27, 60 1/2 FEET WEST-NORTHWEST OF STEEL LIGHT
 GV1968'POST AT THE WEST END OF OVERPASS, 53.7 FEET EAST-SOUTHEAST OF
 GV1968'R M 2, 60.0 FEET SOUTHWEST OF R M 1, 2.2 FEET NORTHEAST OF A
 GV1968'STEEL WITNESS POST, ABOUT LEVEL WITH THE SOUTHWEST-BOUND LANE OF
 GV1968'HIGHWAY 1, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1968
 GV1968                          STATION RECOVERY (1966)
 GV1968
 GV1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1968'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1968'TO BE IN GOOD CONDITION.  THE STATION, REFERENCE MARKS AND
 GV1968'AZIMUTH MARK WERE REPORTED BY THE STATE HIGHWAY DEPARTMENT TO
 GV1968'BE WITHIN THE CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS
 GV1968'SO A STATION, ADDISON 2, REFERENCE MARKS 3 AND 4 AND A NEW
 GV1968'AZIMUTH MARK WERE ESTABLISHED.  THE TWO OLD REFERENCE MARKS
 GV1968'WERE DESTROYED AT THIS TIME BUT THE STATION AND AZIMUTH
 GV1968'MARK WERE LEFT IN PLACE BUT WILL BE DESTROYED IN THE NEAR
 GV1968'FUTURE BY THE CONSTRUCTION.  A CHECK WAS MADE OF THE
 GV1968'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND FOUND
 GV1968'TO BE CORRECT.
 GV1968
 GV1968                          STATION RECOVERY (1966)
 GV1968
 GV1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1968'RECOVERED IN GOOD CONDITION.
 GV1968
 GV1968                          STATION RECOVERY (1989)
 GV1968
 GV1968'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1968'MARK NOT FOUND.
 GV1968
 GV1968                          STATION RECOVERY (2001)
 GV1968
 GV1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1968
 GV1968                          STATION RECOVERY (2004)
 GV1968
 GV1968'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1969 ***********************************************************************
 GV1969  CBN         -  This is a Cooperative Base Network Control Station.
 GV1969  DESIGNATION -  ADDISON 2
 GV1969  PID         -  GV1969
 GV1969  STATE/COUNTY-  VA/DINWIDDIE
 GV1969  USGS QUAD   -  PETERSBURG (1994)
 GV1969
 GV1969                         *CURRENT SURVEY CONTROL
 GV1969  ___________________________________________________________________
 GV1969* NAD 83(1993)-  37 11 59.24763(N)    077 27 47.44382(W)     ADJUSTED  
 GV1969* NAVD 88     -        54.8    (meters)     180.     (feet)  GPS OBS   
 GV1969  ___________________________________________________________________
 GV1969  X           -   1,104,140.592 (meters)                     COMP
 GV1969  Y           -  -4,965,353.170 (meters)                     COMP
 GV1969  Z           -   3,835,090.590 (meters)                     COMP
 GV1969  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 GV1969  ELLIP HEIGHT-          21.20  (meters)          (07/14/04) GPS OBS
 GV1969  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV1969
 GV1969  HORZ ORDER  -  B
 GV1969  VERT ORDER  -  THIRD (See Below)
 GV1969  ELLP ORDER  -  THIRD     CLASS II
 GV1969
 GV1969.The horizontal coordinates were established by GPS observations
 GV1969.and adjusted by the National Geodetic Survey in June 1994..
 GV1969
 GV1969.The orthometric height was determined by GPS observations and a
 GV1969.high-resolution geoid model.
 GV1969.The vertical order pertains to the NGVD 29 superseded value.
 GV1969
 GV1969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV1969
 GV1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1969
 GV1969.The ellipsoidal height was determined by GPS observations
 GV1969.and is referenced to NAD 83.
 GV1969
 GV1969.The geoid height was determined by GEOID03.
 GV1969
 GV1969;                    North         East     Units Scale Factor Converg.
 GV1969;SPC VA S     - 1,096,659.997 3,592,040.673   MT  0.99994966   +0 37 45.4
 GV1969;SPC VA S     - 3,597,958.67 11,784,886.77   sFT  0.99994966   +0 37 45.4
 GV1969;UTM  18      - 4,119,878.229   281,392.514   MT  1.00018873   -1 29 23.3
 GV1969
 GV1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1969!SPC VA S     -   0.99999667  x   0.99994966  =   0.99994633
 GV1969!UTM  18      -   0.99999667  x   1.00018873  =   1.00018540
 GV1969
 GV1969|---------------------------------------------------------------------|
 GV1969| PID    Reference Object                     Distance      Geod. Az  |
 GV1969|                                                           dddmmss.s |
 GV1969| GV1971 ADDISON 2 RM 4                       20.071 METERS 00914     |
 GV1969| GV5413 PETERSBURG CEN ST HOSP STK          APPROX. 1.5 KM 0555846.2 |
 GV1969| GV1968 ADDISON                              59.377 METERS 11947     |
 GV1969| GV1973 ADDISON 2 AZ MK                                    2122317.9 |
 GV1969| GV1972 ADDISON AZ MK                                      2210322.2 |
 GV1969| GV1970 ADDISON 2 RM 3                       23.551 METERS 27813     |
 GV1969|---------------------------------------------------------------------|
 GV1969
 GV1969                          SUPERSEDED SURVEY CONTROL
 GV1969
 GV1969  ELLIP H (08/14/01)   21.21   (m)                       GP(       ) 4 1
 GV1969  NAD 83(1993)-  37 11 59.24765(N)    077 27 47.44382(W) AD(       ) B
 GV1969  ELLIP H (04/04/94)   21.21   (m)                       GP(       ) 4 1
 GV1969  NAD 83(1986)-  37 11 59.25490(N)    077 27 47.46560(W) AD(       ) 2
 GV1969  NAD 27      -  37 11 58.71980(N)    077 27 48.52210(W) AD(       ) 2
 GV1969  NGVD 29 (??/??/??)   55.05   (m)          180.6    (f) RESET       3  
 GV1969
 GV1969.Superseded values are not recommended for survey control.
 GV1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1969.See file dsdata.txt to determine how the superseded data were derived.
 GV1969
 GV1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8139319878(NAD 83)
 GV1969_MARKER: DS = TRIANGULATION STATION DISK
 GV1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1969_SP_SET: CONCRETE POST
 GV1969_STAMPING: ADDISON 2 1966 BM RESET
 GV1969_MARK LOGO: CGS   
 GV1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1969+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 GV1969
 GV1969  HISTORY     - Date     Condition        Report By
 GV1969  HISTORY     - 1966     MONUMENTED       CGS
 GV1969  HISTORY     - 1966     GOOD             CGS
 GV1969  HISTORY     - 1973     GOOD             LOCENG
 GV1969  HISTORY     - 1989     GOOD             USPSQD
 GV1969  HISTORY     - 19900301 GOOD             NOS
 GV1969  HISTORY     - 19930512 GOOD             NGS
 GV1969  HISTORY     - 19940523 GOOD             NOS
 GV1969  HISTORY     - 19980623 GOOD             VADHT
 GV1969  HISTORY     - 20000228 GOOD             VADOT
 GV1969  HISTORY     - 20010331 GOOD             NGS
 GV1969  HISTORY     - 20011105 GOOD             USE
 GV1969  HISTORY     - 20040209 GOOD             JCLS
 GV1969  HISTORY     - 20051119 GOOD             USPSQD
 GV1969
 GV1969                          STATION DESCRIPTION
 GV1969
 GV1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1969'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PETERSBURG AT
 GV1969'THE INTERSECTION OF U.S. HIGHWAY 1 AND THE RICHMOND-PETERSBURG
 GV1969'TURNPIKE (INTERSTATE 85).  STATION IS 59 FEET WEST OF THE
 GV1969'CENTERLINE OF THE PRESENT U.S. HIGHWAY 1 (SOUTHBOUND), 30.5
 GV1969'FEET NORTHWEST OF A UTILITY POLE AND THE HIGHWAY RIGHT OF WAY
 GV1969'LINE AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 GV1969'IS ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND
 GV1969'THE DISK IS STAMPED ADDISON 2 1966 BM RESET.
 GV1969'
 GV1969'REFERENCE MARK NO. 3 IS A STANDARD DISK SET FLUSH IN THE TOP
 GV1969'OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH
 GV1969'WITH THE GROUND, AND THE DISK IS STAMPED ADDISON 2 NO 3 1966
 GV1969'BM RESET.
 GV1969'
 GV1969'REFERENCE MARK NO. 4 IS 3.5 FEET SOUTHWEST OF POINT B, A
 GV1969'REFERENCED POINT OF THE HIGHWAY DEPARTMENT.  THE MARK IS A
 GV1969'STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES
 GV1969'IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GV1969'ADDISON 2 NO 4 1966 BM RESET.
 GV1969'
 GV1969'AZIMUTH MARK IS 12 FEET NORTH OF THE NORTHWEST CORNER OF A
 GV1969'TWO STORY WHITE HOUSE, 7 FEET NORTHEAST OF A UTILITY POLE
 GV1969'AND 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK
 GV1969'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10
 GV1969'INCHES IN DIAMETER, PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GV1969'STAMPED ADDISON 2 1966 BM RESET.
 GV1969'
 GV1969'TO REACH AZIMUTH MARK FROM STATION GO SOUTH ON U.S. HIGHWAY
 GV1969'1 FOR 0.15 MILE TO DRIVEWAY ON LEFT.  TURN LEFT AND GO 0.1
 GV1969'MILE TO TOP OF GRADE AND MARK ON THE RIGHT AS DESCRIBED.
 GV1969
 GV1969                          STATION RECOVERY (1966)
 GV1969
 GV1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1969'4 MI SW FROM PETERSBURG.
 GV1969'ABOUT 4.0 MILES SOUTHWEST OF PETERSBURG AT THE JUNCTION OF U.S.
 GV1969'HIGHWAY 1 AND THE RICHMOND-PETERSBURG TURNPIKE (INTERSTATE 85),
 GV1969'59 FEET WEST OF THE CENTERLINE OF SOUTHBOUND LANE OF U.S. HIGHWAY
 GV1969'1, 30.5 FEET NORTHWEST OF UTILITY POLE, 1.0 FOOT NORTH OF STEEL
 GV1969'WITNESS POST AND ON STATE HIGHWAY PROPERTY.  MARK IS A STANDARD
 GV1969'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER
 GV1969'AND FLUSH WITH THE GROUND.
 GV1969
 GV1969                          STATION RECOVERY (1973)
 GV1969
 GV1969'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (HJW)
 GV1969'ADDISON NO. 2 1966 BM RESET CONDITION GOOD.
 GV1969'AZ MARK-ADDISON NO. 2 1966 BM RESET CONDITION GOOD.
 GV1969'
 GV1969'DESCRIPTION ADEQUATE EXCEPT WHITE HOUSE AT AZ MARK HAS BEEN RAZED.
 GV1969'FOUNDATION REMAINS.  RM NO. 3 AND NO. 4 NOT SEARCHED FOR.
 GV1969'
 GV1969'DISTANCE AND DIRECTION FROM NEAREST TOWN-4 MILES S. W. OF
 GV1969'PETERSBURG.
 GV1969
 GV1969                          STATION RECOVERY (1989)
 GV1969
 GV1969'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1969'RECOVERED IN GOOD CONDITION.
 GV1969
 GV1969                          STATION RECOVERY (1990)
 GV1969
 GV1969'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 GV1969'THE STATION IS LOCATED ABOUT 4 MILES SW OF PETERSBURG AT THE
 GV1969'INTERSECTION OF U.S. HIGHWAY 1 (SOUTHBOUND) AND THE
 GV1969'RICHMOND-PETERSBURG TURNPIKE (I-85).  IT IS IN THE NW QUADRANT OF THE
 GV1969'INTERSECTION IN THE EXACT CENTER OF THE EXIT OFF-RAMP.
 GV1969'THE STATION IS APPROXIMATELY 10 INCHES IN DIAMETER, FLUSH WITH THE
 GV1969'GROUND AND IS STAMPED ---ADDISON 2 1966 BM RESET---.
 GV1969'A SEARCH WAS NOT CONDUCTED FOR THE REFERENCE MARKS AND AZIMUTH MARK.
 GV1969
 GV1969                          STATION RECOVERY (1993)
 GV1969
 GV1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GV1969'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF PETERSBURG
 GV1969'AT THE INTERSECTION OF U.S. HIGHWAY 1 (SOUTHBOUND) AND INTERSTATE
 GV1969'HIGHWAY 85 IN THE NORTHWEST QUADRANT OF THE INTERSECTION IN THE
 GV1969'CLOVERLEAF. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 GV1969'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 GV1969'SOUTHBOUND AND SQUIRREL ROAD (EXIT 65), GO SOUTH ON INTERSTATE 85 FOR
 GV1969'2.1 MI (3.4 KM) TO THE OFF RAMP FOR U.S. HIGHWAY 1 SOUTH (EXIT 63A).
 GV1969'TAKE THIS OFF RAMP AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE
 GV1969'RIGHT IN THE GRASS.
 GV1969'LOCATED 18.0 M (59.1 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 1
 GV1969'SOUTHBOUND, 9.3 M (30.5 FT) NORTHWEST OF A UTILITY POLE AND 0.3 M
 GV1969'(1.0 FT) NORTHEAST OF A WITNESS POST.
 GV1969
 GV1969                          STATION RECOVERY (1994)
 GV1969
 GV1969'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 GV1969'RECOVERED AS DESCRIBED
 GV1969
 GV1969                          STATION RECOVERY (1998)
 GV1969
 GV1969'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV1969'RECOVERED IN GOOD CONDITION.
 GV1969
 GV1969                          STATION RECOVERY (2000)
 GV1969
 GV1969'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (DB)
 GV1969'RECOVERED AS DESCRIBED.
 GV1969
 GV1969                          STATION RECOVERY (2001)
 GV1969
 GV1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1969
 GV1969                          STATION RECOVERY (2001)
 GV1969
 GV1969'RECOVERY NOTE BY US ENGINEERS 2001 (RWS)
 GV1969'RECOVERED IN GOOD CONDITION.
 GV1969
 GV1969                          STATION RECOVERY (2004)
 GV1969
 GV1969'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 GV1969'RECOVERED IN GOOD CONDITION.
 GV1969
 GV1969                          STATION RECOVERY (2005)
 GV1969
 GV1969'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1973 ***********************************************************************
 GV1973  DESIGNATION -  ADDISON 2 AZ MK
 GV1973  PID         -  GV1973
 GV1973  STATE/COUNTY-  VA/DINWIDDIE
 GV1973  USGS QUAD   -  PETERSBURG (1994)
 GV1973
 GV1973                         *CURRENT SURVEY CONTROL
 GV1973  ___________________________________________________________________
 GV1973* NAD 83(1986)-  37 11 47.     (N)    077 27 58.     (W)     SCALED    
 GV1973* NAVD 88     -        57.17   (meters)     187.6    (feet)  RESET     
 GV1973  ___________________________________________________________________
 GV1973  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV1973
 GV1973  VERT ORDER  -  THIRD
 GV1973
 GV1973.The horizontal coordinates were scaled from a topographic map and have
 GV1973.an estimated accuracy of +/- 6 seconds.
 GV1973
 GV1973.The orthometric height was computed from unverified reset data.
 GV1973.No vertical observational check was made to the station.
 GV1973
 GV1973.The geoid height was determined by GEOID03.
 GV1973
 GV1973;                    North         East    Units  Estimated Accuracy
 GV1973;SPC VA S     - 1,096,280.    3,591,790.      MT  (+/- 180 meters Scaled)
 GV1973
 GV1973                          SUPERSEDED SURVEY CONTROL
 GV1973
 GV1973  NGVD 29 (??/??/??)   54.24   (m)          178.0    (f) RESET       3  
 GV1973
 GV1973.Superseded values are not recommended for survey control.
 GV1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1973.See file dsdata.txt to determine how the superseded data were derived.
 GV1973
 GV1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG811195(NAD 83)
 GV1973_MARKER: DZ = AZIMUTH MARK DISK
 GV1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1973_STAMPING: ADDISON 2 1966 BM RESET
 GV1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1973+STABILITY: SURFACE MOTION
 GV1973
 GV1973  HISTORY     - Date     Condition        Report By
 GV1973  HISTORY     - 1966     MONUMENTED       CGS
 GV1973  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV1973  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1973  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1973
 GV1973                          STATION DESCRIPTION
 GV1973
 GV1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GV1973'4 MI SW FROM PETERSBURG.
 GV1973'ABOUT 0.2 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 1 AND
 GV1973'THE RICHMOND-PETERSBURG TURNPIKE (INTERSTATE 85), 275 FEET
 GV1973'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 12 FEET NORTH OF
 GV1973'THE NORTHWEST CORNER OF A 2 STORY WHITE HOUSE, 7 FEET NORTHEAST
 GV1973'OF UTILITY POLE, 1 FOOT SOUTHWEST OF STEEL WITNESS POST AND ON
 GV1973'HIGHWAY PROPERTY.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP
 GV1973'OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTING
 GV1973'ABOUT 4 INCHES.
 GV1973
 GV1973                          STATION RECOVERY (1995)
 GV1973
 GV1973'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1973'MARK NOT FOUND.
 GV1973
 GV1973                          STATION RECOVERY (2001)
 GV1973
 GV1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1973'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1973
 GV1973                          STATION RECOVERY (2004)
 GV1973
 GV1973'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1970 ***********************************************************************
 GV1970  DESIGNATION -  ADDISON 2 RM 3
 GV1970  PID         -  GV1970
 GV1970  STATE/COUNTY-  VA/DINWIDDIE
 GV1970  USGS QUAD   -  PETERSBURG (1994)
 GV1970
 GV1970                         *CURRENT SURVEY CONTROL
 GV1970  ___________________________________________________________________
 GV1970* NAD 83(1986)-  37 11 59.     (N)    077 27 47.     (W)     SCALED    
 GV1970* NAVD 88     -        54.38   (meters)     178.4    (feet)  RESET     
 GV1970  ___________________________________________________________________
 GV1970  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV1970
 GV1970  VERT ORDER  -  THIRD
 GV1970
 GV1970.The horizontal coordinates were scaled from a topographic map and have
 GV1970.an estimated accuracy of +/- 6 seconds.
 GV1970
 GV1970.The orthometric height was computed from unverified reset data.
 GV1970.No vertical observational check was made to the station.
 GV1970
 GV1970.The geoid height was determined by GEOID03.
 GV1970
 GV1970;                    North         East    Units  Estimated Accuracy
 GV1970;SPC VA S     - 1,096,650.    3,592,050.      MT  (+/- 180 meters Scaled)
 GV1970
 GV1970                          SUPERSEDED SURVEY CONTROL
 GV1970
 GV1970  NGVD 29 (??/??/??)   54.73   (m)          179.6    (f) RESET       3  
 GV1970
 GV1970.Superseded values are not recommended for survey control.
 GV1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1970.See file dsdata.txt to determine how the superseded data were derived.
 GV1970
 GV1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG814198(NAD 83)
 GV1970_MARKER: DR = REFERENCE MARK DISK
 GV1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1970_STAMPING: ADDISON 2 NO 3 1966 BM RESET
 GV1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1970+STABILITY: SURFACE MOTION
 GV1970
 GV1970  HISTORY     - Date     Condition        Report By
 GV1970  HISTORY     - 1966     MONUMENTED       CGS
 GV1970  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1970  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1970
 GV1970                          STATION DESCRIPTION
 GV1970
 GV1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GV1970'4 MI SW FROM PETERSBURG.
 GV1970'ABOUT 4.0 MILES SOUTHWEST OF PETERSBURG AT THE JUNCTION OF U.S.
 GV1970'HIGHWAY 1 AND THE RICHMOND-PETERSBURG TURNPIKE (INTERSTATE 85)
 GV1970'AND 77 FEET SOUTHWEST OF TRIANGULATION STATION ADDISON 2, DESCRIBED.
 GV1970'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT
 GV1970'10 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 GV1970
 GV1970                          STATION RECOVERY (1989)
 GV1970
 GV1970'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1970'MARK NOT FOUND.
 GV1970
 GV1970                          STATION RECOVERY (2004)
 GV1970
 GV1970'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1971 ***********************************************************************
 GV1971  DESIGNATION -  ADDISON 2 RM 4
 GV1971  PID         -  GV1971
 GV1971  STATE/COUNTY-  VA/DINWIDDIE
 GV1971  USGS QUAD   -  PETERSBURG (1994)
 GV1971
 GV1971                         *CURRENT SURVEY CONTROL
 GV1971  ___________________________________________________________________
 GV1971* NAD 83(1986)-  37 11 59.     (N)    077 27 47.     (W)     SCALED    
 GV1971* NAVD 88     -        54.83   (meters)     179.9    (feet)  RESET     
 GV1971  ___________________________________________________________________
 GV1971  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV1971
 GV1971  VERT ORDER  -  THIRD
 GV1971
 GV1971.The horizontal coordinates were scaled from a topographic map and have
 GV1971.an estimated accuracy of +/- 6 seconds.
 GV1971
 GV1971.The orthometric height was computed from unverified reset data.
 GV1971.No vertical observational check was made to the station.
 GV1971
 GV1971.The geoid height was determined by GEOID03.
 GV1971
 GV1971;                    North         East    Units  Estimated Accuracy
 GV1971;SPC VA S     - 1,096,650.    3,592,050.      MT  (+/- 180 meters Scaled)
 GV1971
 GV1971                          SUPERSEDED SURVEY CONTROL
 GV1971
 GV1971  NGVD 29 (??/??/??)   55.18   (m)          181.0    (f) RESET       3  
 GV1971
 GV1971.Superseded values are not recommended for survey control.
 GV1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1971.See file dsdata.txt to determine how the superseded data were derived.
 GV1971
 GV1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG814198(NAD 83)
 GV1971_MARKER: DR = REFERENCE MARK DISK
 GV1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1971_STAMPING: ADDISON 2 RM 4 1966 BM RESET
 GV1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1971+STABILITY: SURFACE MOTION
 GV1971
 GV1971  HISTORY     - Date     Condition        Report By
 GV1971  HISTORY     - 1966     MONUMENTED       CGS
 GV1971  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV1971  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1971  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1971
 GV1971                          STATION DESCRIPTION
 GV1971
 GV1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GV1971'4 MI SW FROM PETERSBURG.
 GV1971'ABOUT 4.0 MILES SOUTHWEST OF PETERSBURG AT THE JUNCTION OF U.S.
 GV1971'HIGHWAY 1 AND THE RICHMOND-PETERSBURG TURNPIKE (INTERSTATE 85),
 GV1971'66 FEET NORTHWEST OF TRIANGULATION STATION ADDISON 2, DESCRIBED
 GV1971'AND 3.5 FEET SOUTHWEST OF POINT B, A REFERENCED POINT ESTABLISHED
 GV1971'BY THE HIGHWAY DEPARTMENT.  MARK IS A STANDARD DISK SET FLUSH
 GV1971'IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTING
 GV1971'ABOUT 2 INCHES.
 GV1971
 GV1971                          STATION RECOVERY (1995)
 GV1971
 GV1971'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1971'MARK NOT FOUND.
 GV1971
 GV1971                          STATION RECOVERY (2001)
 GV1971
 GV1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1971
 GV1971                          STATION RECOVERY (2004)
 GV1971
 GV1971'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1972 ***********************************************************************
 GV1972  DESIGNATION -  ADDISON AZ MK
 GV1972  PID         -  GV1972
 GV1972  STATE/COUNTY-  VA/DINWIDDIE
 GV1972  USGS QUAD   -  PETERSBURG (1994)
 GV1972
 GV1972                         *CURRENT SURVEY CONTROL
 GV1972  ___________________________________________________________________
 GV1972* NAD 83(1986)-  37 11 47.     (N)    077 27 58.     (W)     SCALED    
 GV1972* NAVD 88     -        51.103  (meters)     167.66   (feet)  ADJUSTED  
 GV1972  ___________________________________________________________________
 GV1972  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV1972  DYNAMIC HT  -          51.066 (meters)     167.54  (feet)  COMP
 GV1972  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 GV1972
 GV1972  VERT ORDER  -  SECOND    CLASS 0
 GV1972
 GV1972.The horizontal coordinates were scaled from a topographic map and have
 GV1972.an estimated accuracy of +/- 6 seconds.
 GV1972
 GV1972.The orthometric height was determined by differential leveling
 GV1972.and adjusted by the National Geodetic Survey in June 1991..
 GV1972
 GV1972.The geoid height was determined by GEOID03.
 GV1972
 GV1972.The dynamic height is computed by dividing the NAVD 88
 GV1972.geopotential number by the normal gravity value computed on the
 GV1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1972.degrees latitude (g = 980.6199 gals.).
 GV1972
 GV1972.The modeled gravity was interpolated from observed gravity values.
 GV1972
 GV1972;                    North         East    Units  Estimated Accuracy
 GV1972;SPC VA S     - 1,096,280.    3,591,790.      MT  (+/- 180 meters Scaled)
 GV1972
 GV1972                          SUPERSEDED SURVEY CONTROL
 GV1972
 GV1972  NGVD 29 (??/??/??)   51.454  (m)          168.81   (f) ADJUSTED    2 0
 GV1972
 GV1972.Superseded values are not recommended for survey control.
 GV1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1972.See file dsdata.txt to determine how the superseded data were derived.
 GV1972
 GV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG811195(NAD 83)
 GV1972_MARKER: DZ = AZIMUTH MARK DISK
 GV1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1972_STAMPING: ADDISON 1959
 GV1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1972+STABILITY: SURFACE MOTION
 GV1972
 GV1972  HISTORY     - Date     Condition        Report By
 GV1972  HISTORY     - 1959     MONUMENTED       CGS
 GV1972  HISTORY     - 1960     GOOD             CGS
 GV1972  HISTORY     - 1966     GOOD             CGS
 GV1972  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1972  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1972
 GV1972                          STATION DESCRIPTION
 GV1972
 GV1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1972'4 MI SW FROM PETERSBURG.
 GV1972'ABOUT 0.35 MILE SOUTH ALONG BAYLOR LANE FROM THE OVERPASS OF
 GV1972'RICHMOND-PETERSBURG TOLL ROAD OVER BAYLOR LANE AT PETERSBURG,
 GV1972'THENCE ABOUT 1.7 MILES WESTERLY ALONG CONCRETE PARK ROAD, THENCE
 GV1972'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 142, THENCE ABOUT 0.2
 GV1972'MILE SOUTHWEST ALONG U.S. HIGHWAY 1, 0.35 MILE SOUTHWEST OF THE
 GV1972'OVERPASS OF WEST BOUND LANE OF RICHMOND-PETERSBURG TOLL ROAD OVER
 GV1972'THE NORTHEAST-BOUND LANE OF U.S. HIGHWAY 1, 0.05 MILE SOUTHWEST OF
 GV1972'JUNCTION OF LANES OF HI HWAY 1, 0.2 MILE SOUTHWEST OF JUNCTION OF
 GV1972'STATE HIGHWAY 142 LEADING EAST, 36 1/2 FEET SOUTHEAST OF THE
 GV1972'CENTER LINE OF HIGHWAY 1, 2 1/2 FEET NORTHEAST OF POWER LINE POLE
 GV1972'25, 154 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST METAL LIGHT
 GV1972'POST OF ROW OF LIGHT POSTS ALONG THE NORTHEAST LANE, 0.25 MILE
 GV1972'NORTHEAST OF OVERPASS OF HIGHWAY 1 OVER THE NORFOLK AND WESTERN
 GV1972'RAILWAY, AT ABOUT RIGHT ANGLE ACROSS THE HIGHWAY FROM THE EAST
 GV1972'CORNER OF A TEXACO SERVICE STATION BUILDING, 2 FEET SOUTH OF A
 GV1972'STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 GV1972'THE GROUND.
 GV1972
 GV1972                          STATION RECOVERY (1966)
 GV1972
 GV1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1972'RECOVERED IN GOOD CONDITION.
 GV1972
 GV1972                          STATION RECOVERY (1989)
 GV1972
 GV1972'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1972'MARK NOT FOUND.
 GV1972
 GV1972                          STATION RECOVERY (2004)
 GV1972
 GV1972'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9004 ***********************************************************************
 HV9004  DESIGNATION -  ADEN
 HV9004  PID         -  HV9004
 HV9004  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9004  USGS QUAD   -  NOKESVILLE (1994)
 HV9004
 HV9004                         *CURRENT SURVEY CONTROL
 HV9004  ___________________________________________________________________
 HV9004* NAD 83(1993)-  38 39 18.09884(N)    077 32 12.05648(W)     ADJUSTED  
 HV9004* NAVD 88     -        63.15   (+/-2cm)     207.2    (feet)  VERTCON   
 HV9004  ___________________________________________________________________
 HV9004  X           -   1,076,345.223 (meters)                     COMP
 HV9004  Y           -  -4,869,832.154 (meters)                     COMP
 HV9004  Z           -   3,962,502.383 (meters)                     COMP
 HV9004  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HV9004  ELLIP HEIGHT-          31.12  (meters)          (06/04/02) GPS OBS
 HV9004  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV9004
 HV9004  HORZ ORDER  -  SECOND
 HV9004  VERT ORDER  -  THIRD ? (See Below)
 HV9004  ELLP ORDER  -  FOURTH    CLASS II
 HV9004
 HV9004.The horizontal coordinates were established by GPS observations
 HV9004.and adjusted by the National Geodetic Survey in November 1994..
 HV9004
 HV9004.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9004.The vertical order pertains to the NGVD 29 superseded value.
 HV9004
 HV9004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9004
 HV9004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9004
 HV9004.The ellipsoidal height was determined by GPS observations
 HV9004.and is referenced to NAD 83.
 HV9004
 HV9004.The geoid height was determined by GEOID03.
 HV9004
 HV9004;                    North         East     Units Scale Factor Converg.
 HV9004;SPC VA N     - 2,110,146.647 3,583,846.590   MT  0.99994860   +0 36 04.4
 HV9004;SPC VA N     - 6,923,039.46 11,758,003.35   sFT  0.99994860   +0 36 04.4
 HV9004;UTM  18      - 4,281,549.011   279,265.606   MT  1.00020004   -1 35 06.5
 HV9004
 HV9004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9004!SPC VA N     -   0.99999512  x   0.99994860  =   0.99994372
 HV9004!UTM  18      -   0.99999512  x   1.00020004  =   1.00019516
 HV9004
 HV9004                          SUPERSEDED SURVEY CONTROL
 HV9004
 HV9004  ELLIP H (11/14/94)   31.11   (m)                       GP(       ) 4 2
 HV9004  ELLIP H (01/27/92)   30.57   (m)                       GP(       ) 4 1
 HV9004  NAD 83(1986)-  38 39 18.09882(N)    077 32 12.06895(W) AD(       ) 2
 HV9004  NGVD 29 (01/20/89)   63.40   (m)          208.0    (f) LEVELING    3  
 HV9004
 HV9004.Superseded values are not recommended for survey control.
 HV9004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9004.See file dsdata.txt to determine how the superseded data were derived.
 HV9004
 HV9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7926681549(NAD 83)
 HV9004_MARKER: A = ALUMINUM MARKER
 HV9004_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9004_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9004+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9004
 HV9004  HISTORY     - Date     Condition        Report By
 HV9004  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9004  HISTORY     - 20020221 MARK NOT FOUND   DEWDAV
 HV9004
 HV9004                          STATION DESCRIPTION
 HV9004
 HV9004'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9004'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9004'ABOUT 4.5 MILES SOUTHEAST OF NOKESVILLE, VIRGINIA.
 HV9004'
 HV9004'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 646, ADEN
 HV9004'ROAD AND ROUTE 619, JOPLIN ROAD, IN INDEPENDENT HILL, PROCEED WEST ON
 HV9004'ROUTE 646 FOR 6.1 MILES TO THE INTERSECTION WITH ROUTE 611, FLEETWOOD
 HV9004'DRIVE, AND THE STATION ON THE RIGHT.
 HV9004'
 HV9004'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9004'GROUND. THE DISK IS STAMPED---46 ADEN 1986---. THE STATION IS 19.1
 HV9004'FEET EAST OF THE CENTER OF ROUTE 611, FLEETWOOD DRIVE, 26.3 FEET NORTH
 HV9004'OF A STONE BOUNDARY MARKER, 31.02 FEET NORTH OF POWER POLE 313D59938,
 HV9004'52.20 FEET NORTH OF THE CENTER OF ROUTE 646 ADEN ROAD, AND 56.64 FEET
 HV9004'EAST OF THE NORTHEAST OF THE ADEN GROCERY.
 HV9004'
 HV9004'THE AZIMUTH MARK IS W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9004'GROUND. THE DISK IS STAMPED---46 ADEN AZIMUTH 1986---. THE MARK IS
 HV9004'3.4 FEET EAST OF A WIRE FENCE, 16.82 FEET WEST OF THE CENTERLINE OF
 HV9004'FLEETWOOD DRIVE, 69.68 FEET SOUTHWEST OF A 14 INCH CEDAR TREE, ABOUT
 HV9004'80 FEET NORTHEAST OF A CABLE JUNCTION, AND ABOUT 78 FEET SOUTHWEST OF
 HV9004'THE CENTERLINE OF A GATE INTO A FIELD EAST OF THE ROAD.
 HV9004'
 HV9004'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 HV9004'FLEETWOOD DRIVE FOR 0.15 MILES TO THE STATION ON THE RIGHT, ON TOP
 HV9004'OF THE BANK.
 HV9004
 HV9004                          STATION RECOVERY (2002)
 HV9004
 HV9004'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (KC)
 HV9004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7066 ***********************************************************************
 HV7066  DESIGNATION -  ADMIRAL 11
 HV7066  PID         -  HV7066
 HV7066  STATE/COUNTY-  VA/WESTMORELAND
 HV7066  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7066
 HV7066                         *CURRENT SURVEY CONTROL
 HV7066  ___________________________________________________________________
 HV7066* NAD 83(1993)-  38 15 22.05436(N)    076 57 42.61389(W)     ADJUSTED  
 HV7066* NAVD 88     -         0.959  (meters)       3.15   (feet)  ADJUSTED  
 HV7066  ___________________________________________________________________
 HV7066  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 HV7066  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV7066  DYNAMIC HT  -           0.959 (meters)       3.15  (feet)  COMP
 HV7066  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 HV7066
 HV7066  HORZ ORDER  -  SECOND
 HV7066  VERT ORDER  -  FIRST     CLASS II
 HV7066
 HV7066.The horizontal coordinates were established by classical geodetic methods
 HV7066.and adjusted by the National Geodetic Survey in November 1994..
 HV7066
 HV7066.The orthometric height was determined by differential leveling
 HV7066.and adjusted by the National Geodetic Survey in June 1991..
 HV7066
 HV7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7066
 HV7066.The geoid height was determined by GEOID03.
 HV7066
 HV7066.The dynamic height is computed by dividing the NAVD 88
 HV7066.geopotential number by the normal gravity value computed on the
 HV7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7066.degrees latitude (g = 980.6199 gals.).
 HV7066
 HV7066.The modeled gravity was interpolated from observed gravity values.
 HV7066
 HV7066;                    North         East     Units Scale Factor Converg.
 HV7066;SPC VA N     - 2,066,556.470 3,634,618.808   MT  0.99996816   +0 57 36.0
 HV7066;SPC VA N     - 6,780,027.35 11,924,578.54   sFT  0.99996816   +0 57 36.0
 HV7066;SPC MD       -    65,433.467   403,340.268   MT  1.00000792   +0 01 26.2
 HV7066;SPC MD       -   214,676.30  1,323,292.20   sFT  1.00000792   +0 01 26.2
 HV7066;UTM  18      - 4,236,053.362   328,348.819   MT  0.99996288   -1 12 54.1
 HV7066
 HV7066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7066!SPC VA N     -   1.00000511  x   0.99996816  =   0.99997327
 HV7066!SPC MD       -   1.00000511  x   1.00000792  =   1.00001303
 HV7066!UTM  18      -   1.00000511  x   0.99996288  =   0.99996799
 HV7066
 HV7066:                Primary Azimuth Mark                     Grid Az
 HV7066:SPC VA N     -  LOWER CEDAR POINT LIGHTHOUSE             342 27 50.0
 HV7066:SPC MD       -  LOWER CEDAR POINT LIGHTHOUSE             343 23 59.8
 HV7066:UTM  18      -  LOWER CEDAR POINT LIGHTHOUSE             344 38 20.1
 HV7066
 HV7066|---------------------------------------------------------------------|
 HV7066| PID    Reference Object                     Distance      Geod. Az  |
 HV7066|                                                           dddmmss.s |
 HV7066| HV7101 LOWER CEDAR POINT LIGHTHOUSE        APPROX. 9.7 KM 3432526.0 |
 HV7066|---------------------------------------------------------------------|
 HV7066
 HV7066                          SUPERSEDED SURVEY CONTROL
 HV7066
 HV7066  NAD 83(1993)-  38 15 22.05424(N)    076 57 42.61984(W) AD(       ) 2
 HV7066  NAD 83(1986)-  38 15 22.05463(N)    076 57 42.62914(W) AD(       ) 2
 HV7066  NAD 27      -  38 15 21.59200(N)    076 57 43.72600(W) AD(       ) 2
 HV7066  NGVD 29 (05/17/90)    1.194  (m)            3.92   (f) ADJUSTED    1 2
 HV7066
 HV7066.Superseded values are not recommended for survey control.
 HV7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7066.See file dsdata.txt to determine how the superseded data were derived.
 HV7066
 HV7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2834936053(NAD 83)
 HV7066_MARKER: DD = SURVEY DISK
 HV7066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV7066_SP_SET: SIDEWALK
 HV7066_STAMPING: NO 11 ADMIRAL
 HV7066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7066+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV7066
 HV7066  HISTORY     - Date     Condition        Report By
 HV7066  HISTORY     - 1918     MONUMENTED       USN
 HV7066  HISTORY     - 1918     GOOD             USN
 HV7066  HISTORY     - 1924     GOOD             CGS
 HV7066  HISTORY     - 1929     GOOD             CGS
 HV7066  HISTORY     - 1942     GOOD             CGS
 HV7066  HISTORY     - 1954     GOOD             CGS
 HV7066  HISTORY     - 19890725 GOOD             NGS
 HV7066  HISTORY     - 19981121 GOOD             USPSQD
 HV7066  HISTORY     - 20030318 GOOD             USPSQD
 HV7066  HISTORY     - 20050813 GOOD             GEOCAC
 HV7066
 HV7066                          STATION DESCRIPTION
 HV7066
 HV7066'DESCRIBED BY US NAVY 1918
 HV7066'STATION LOCATED ON COLONIAL BEACH, VIRGINIA, N END OF BOARDWALK.
 HV7066'THIS STATION REPLACES LOST C. AND G.S. STATION WHITE POINT 2, IS
 HV7066'MARKED BY A PERMANENT MARKER ABOUT 100 FEET FROM THE WATERS EDGE
 HV7066'AND IS ABOUT 30 FEET HIGH.
 HV7066
 HV7066                          STATION RECOVERY (1918)
 HV7066
 HV7066'RECOVERY NOTE BY US NAVY 1918
 HV7066'RECOVERED IN GOOD CONDITION.
 HV7066
 HV7066                          STATION RECOVERY (1924)
 HV7066
 HV7066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924
 HV7066'AT UPPER END OF COLONIAL BEACH, ON WHITE POINT, AT N END OF
 HV7066'BOARDWALK, ABOUT 50 FEET IN FROM HIGH-WATER LINE, AND A FEW
 HV7066'HUNDRED FEET ABOVE DANCING PAVILION.  MARKED BY ORDNANCE BUREAU
 HV7066'MONUMENT FLUSH WITH SURFACE OF GROUND, SET IN CEMENT AND CENTERED
 HV7066'WITH BRASS DISK.  REFERENCE MARK NO. 1 IS NAIL IN BLAZE ON 12-INCH
 HV7066'CEDAR, THE ONLY ONE IN THE VICINITY.  IT IS 24.7 FEET FROM STATION
 HV7066'S 59 DEG 33 MIN W. REFERENCE MARK NO. 2 IS NAIL IN BLAZE ON
 HV7066'12-INCH MAPLE TREE, THE OUTER TREE OF A LINE RUNNING
 HV7066'PERPENDICULAR TO HIGH-WATER MARK. IT IS 34.7 FEET FROM STATION N
 HV7066'23 DEG 07 MIN W.
 HV7066
 HV7066                          STATION RECOVERY (1929)
 HV7066
 HV7066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV7066'THE STATION RECOVERED AS DESCRIBED.  THE BOARDWALK MENTIONED IN
 HV7066'THE ORIGINAL DESCRIPTION HAS BEEN REPLACED BY A CONCRETE WALK AND
 HV7066'EXTENDED SEVERAL HUNDRED FEET IN A NORTHERLY DIRECTION. THE TOP OF
 HV7066'THE STATION MARK IS NOW FLUSH WITH THE SURFACE OF THE CONCRETE
 HV7066'WALK AND IS ABOUT 3 FEET OFFSHORE FROM THE INSHORE EDGE OF THE WALK.
 HV7066
 HV7066                          STATION RECOVERY (1942)
 HV7066
 HV7066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7066'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE U.S.
 HV7066'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV7066'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV7066'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV7066'
 HV7066'(1) DELETE ALL REFERENCES TO REFERENCE MARK.  THE TREES IN WHICH
 HV7066'THE MARKS WERE SET HAVE BEEN REMOVED.
 HV7066'
 HV7066'(2) 525 FEET N OF PALM GARDEN REFRESHMENT PARLOR, INSTEAD OF A FEW
 HV7066'HUNDRED FEET ABOVE DANCING PAVILION.
 HV7066'
 HV7066'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER AT
 HV7066'COLONIAL BEACH, VIRGINIA, 525 FEET N OF THE PALM GARDEN
 HV7066'REFRESHMENT PARLOR ON THE CONCRETE SEAWALK, ABOUT 50 FEET W OF THE
 HV7066'MEAN HIGH-WATER LINE, AND 3 FEET E OF THE W EDGE OF THE WALK.
 HV7066'
 HV7066'THE STATION IS A BRONZE TRIANGULATION DISK OF THE BUREAU OF
 HV7066'ORDNANCE, NOT STAMPED, SET FLUSH WITH THE CONCRETE SEAWALK. THE
 HV7066'STATION IS IN GOOD CONDITION.
 HV7066'
 HV7066'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE REFERENCE TREES
 HV7066'HAVE BEEN REMOVED.
 HV7066
 HV7066                          STATION RECOVERY (1954)
 HV7066
 HV7066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7066'STATION WAS RECOVERED AS DESCRIBED IN THE 1942 DESCRIPTION BY
 HV7066'W.D.P. AND IS ADEQUATE WITH THE EXCEPTION OF THE FOLLOWING.
 HV7066'
 HV7066'THE MARK IS NOW STAMPED NO 11 ADMIRAL.
 HV7066'
 HV7066'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 205 AND 205Y IN
 HV7066'COLONIAL BEACH, GO EAST ON 205Y FOR 0.5 MILE INTERSECTION OF STATE
 HV7066'HIGHWAY NO. 1102.  TURN LEFT ON HIGHWAY 1102 AND GO NORTH FOR 0.15
 HV7066'MILE TO CROSSROADS.  TURN RIGHT
 HV7066'AND GO EAST FOR 0.1 MILE TO END OF ROAD AND STATION AS DESCRIBED.
 HV7066'
 HV7066'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION 11
 HV7066'OFFSET AND THE DISTANCE IS 44.101 METERS (144.69 FEET).
 HV7066
 HV7066                          STATION RECOVERY (1989)
 HV7066
 HV7066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HV7066'THE MARK IS SET IN THE BEACH TERRACE BOARDWALK AT THE EAST ENDOF
 HV7066'VIRGINIA AVENUE IN COLONIAL BEACH, VA.  27 M (88.6 FT) NORTH FROM THE
 HV7066'CENTERLINE OF VIRGINIA AVENUE, 7 M (23.0 FT) ESE FROM THE SE CORNER OF
 HV7066'A PORCH, 1 M (3.3 FT) EAST FROM A SIDEWALK LEADING TO A LARGE WHITE
 HV7066'HOUSE, 8 M (26.2 FT) WEST FROM THE WEST END OF A PRIVATE PIER, SET
 HV7066'FLUSH WITH THE SURFACE.
 HV7066
 HV7066                          STATION RECOVERY (1998)
 HV7066
 HV7066'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7066'RECOVERED IN GOOD CONDITION.
 HV7066
 HV7066                          STATION RECOVERY (2003)
 HV7066
 HV7066'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7066'RECOVERED IN GOOD CONDITION.
 HV7066
 HV7066                          STATION RECOVERY (2005)
 HV7066
 HV7066'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV7066'NAVY BUREAU OF ORDNANCE DISK FOUND GENERALLY AS DESCRIBED IN 1989.
 HV7066'STATION DISK SET IN A CONCRETE SIDEWALK, NOT WOODEN BOARDWALK. WHITE
 HV7066'HOUSE IS NOW YELLOW. STATION IS APPROXIMATELY OPPOSITE RUINS OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2279 ***********************************************************************
 GW2279  DESIGNATION -  ADVENT 1957
 GW2279  PID         -  GW2279
 GW2279  STATE/COUNTY-  VA/ALLEGHANY
 GW2279  USGS QUAD   -  CLIFTON FORGE (1986)
 GW2279
 GW2279                         *CURRENT SURVEY CONTROL
 GW2279  ___________________________________________________________________
 GW2279* NAD 83(1993)-  37 49 58.81519(N)    079 45 24.71665(W)     ADJUSTED  
 GW2279* NAVD 88     -       426.2    (meters)    1398.     (feet)  VERTCON   
 GW2279  ___________________________________________________________________
 GW2279  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 GW2279  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2279
 GW2279  HORZ ORDER  -  SECOND
 GW2279
 GW2279.The horizontal coordinates were established by classical geodetic methods
 GW2279.and adjusted by the National Geodetic Survey in November 1994..
 GW2279
 GW2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2279
 GW2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2279
 GW2279.The geoid height was determined by GEOID03.
 GW2279
 GW2279;                    North         East     Units Scale Factor Converg.
 GW2279;SPC VA S     - 1,167,166.482 3,389,362.190   MT  0.99997834   -0 45 46.2
 GW2279;SPC VA S     - 3,829,278.70 11,119,932.45   sFT  0.99997834   -0 45 46.2
 GW2279;SPC VA N     - 2,019,220.674 3,389,355.401   MT  1.00004139   -0 47 04.0
 GW2279;SPC VA N     - 6,624,726.49 11,119,910.18   sFT  1.00004139   -0 47 04.0
 GW2279;UTM  17      - 4,188,014.720   609,393.050   MT  0.99974739   +0 45 45.2
 GW2279
 GW2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2279!SPC VA S     -   0.99993817  x   0.99997834  =   0.99991651
 GW2279!SPC VA N     -   0.99993817  x   1.00004139  =   0.99997956
 GW2279!UTM  17      -   0.99993817  x   0.99974739  =   0.99968557
 GW2279
 GW2279:                Primary Azimuth Mark                     Grid Az
 GW2279:SPC VA S     -  COW                                      156 09 57.8
 GW2279:SPC VA N     -  COW                                      156 11 15.6
 GW2279:UTM  17      -  COW                                      154 38 26.4
 GW2279
 GW2279|---------------------------------------------------------------------|
 GW2279| PID    Reference Object                     Distance      Geod. Az  |
 GW2279|                                                           dddmmss.s |
 GW2279| GW1665 COW                                 APPROX. 4.3 KM 1552411.6 |
 GW2279|---------------------------------------------------------------------|
 GW2279
 GW2279                          SUPERSEDED SURVEY CONTROL
 GW2279
 GW2279  NAD 83(1986)-  37 49 58.81454(N)    079 45 24.73212(W) AD(       ) 2
 GW2279  NAD 27      -  37 49 58.34980(N)    079 45 25.55740(W) AD(       ) 2
 GW2279  NGVD 29 (07/19/86)  426.4    (m)         1399.     (f) VERT ANG       
 GW2279
 GW2279.Superseded values are not recommended for survey control.
 GW2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2279.See file dsdata.txt to determine how the superseded data were derived.
 GW2279
 GW2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0939388015(NAD 83)
 GW2279_MARKER: DS = TRIANGULATION STATION DISK
 GW2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2279+STABILITY: SURFACE MOTION
 GW2279
 GW2279  HISTORY     - Date     Condition        Report By
 GW2279  HISTORY     - 1957     MONUMENTED       CGS
 GW2279  HISTORY     - 1962     GOOD             CGS
 GW2279
 GW2279                          STATION DESCRIPTION
 GW2279
 GW2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2279'THE STATION IS LOCATED ON A WOODED KNOLL THAT IS ABOUT 4
 GW2279'MILES EAST NORTHEAST OF CLIFTON FORGE AND 1 MILE NORTH OF
 GW2279'THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 40.
 GW2279'IT IS 40 FEET EAST SOUTHEAST OF A TRIANGULAR BLAZED OAK TREE,
 GW2279'24 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD AND
 GW2279'3 FEET EAST NORTHEAST OF A METAL WITNESS POST.  THE MARK
 GW2279'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ADVENT 1957.
 GW2279'
 GW2279'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GW2279'60 AND STATE HIGHWAY 42 THAT IS ABOUT 4 MILES EAST OF CLIFTON
 GW2279'FORGE, GO NORTHERLY ON STATE HIGHWAY 42 FOR 0.55 MILE TO
 GW2279'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON COUNTY
 GW2279'ROUTE 774 FOR 0.1 MILE TO A DIM WOOD ROAD ON RIGHT.  TURN
 GW2279'RIGHT ON DIM WOOD ROAD AND GO SOUTHEAST FOR 0.15 MILE TO
 GW2279'TOP OF KNOLL.  CONTINUE SOUTHEAST ON WOOD ROAD FOR 0.15 MILE
 GW2279'TO STATION ON RIGHT.
 GW2279
 GW2279                          STATION RECOVERY (1962)
 GW2279
 GW2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GW2279'STATION WAS RECOVERED AS DESCRIBED AND THE MARK FOUND TO
 GW2279'BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5523 ***********************************************************************
 AJ5523  DESIGNATION -  AG 16
 AJ5523  PID         -  AJ5523
 AJ5523  STATE/COUNTY-  VA/FAUQUIER
 AJ5523  USGS QUAD   -  RICHARDSVILLE (1978)
 AJ5523
 AJ5523                         *CURRENT SURVEY CONTROL
 AJ5523  ___________________________________________________________________
 AJ5523* NAD 83(1993)-  38 25 56.10291(N)    077 37 56.53992(W)     ADJUSTED  
 AJ5523* NAVD 88     -        62.8    (meters)     206.     (feet)  GPS OBS   
 AJ5523  ___________________________________________________________________
 AJ5523  X           -   1,071,510.966 (meters)                     COMP
 AJ5523  Y           -  -4,886,674.417 (meters)                     COMP
 AJ5523  Z           -   3,943,160.053 (meters)                     COMP
 AJ5523  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ5523  ELLIP HEIGHT-          30.64  (meters)          (05/17/02) GPS OBS
 AJ5523  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 AJ5523
 AJ5523  HORZ ORDER  -  FIRST
 AJ5523  ELLP ORDER  -  FOURTH    CLASS II
 AJ5523
 AJ5523.The horizontal coordinates were established by GPS observations
 AJ5523.and adjusted by the National Geodetic Survey in October 2001..
 AJ5523
 AJ5523.The orthometric height was determined by GPS observations and a
 AJ5523.high-resolution geoid model.
 AJ5523
 AJ5523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5523
 AJ5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5523
 AJ5523.The ellipsoidal height was determined by GPS observations
 AJ5523.and is referenced to NAD 83.
 AJ5523
 AJ5523.The geoid height was determined by GEOID03.
 AJ5523
 AJ5523;                    North         East     Units Scale Factor Converg.
 AJ5523;SPC VA N     - 2,085,336.216 3,575,751.770   MT  0.99995358   +0 32 29.4
 AJ5523;SPC VA N     - 6,841,640.57 11,731,445.60   sFT  0.99995358   +0 32 29.4
 AJ5523;UTM  18      - 4,257,058.107   270,229.344   MT  1.00025022   -1 38 13.1
 AJ5523
 AJ5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5523!SPC VA N     -   0.99999519  x   0.99995358  =   0.99994877
 AJ5523!UTM  18      -   0.99999519  x   1.00025022  =   1.00024541
 AJ5523
 AJ5523|---------------------------------------------------------------------|
 AJ5523| PID    Reference Object                     Distance      Geod. Az  |
 AJ5523|                                                           dddmmss.s |
 AJ5523| AJ5519 DEEP RUN                            283.215 METERS 12919     |
 AJ5523|---------------------------------------------------------------------|
 AJ5523
 AJ5523                          SUPERSEDED SURVEY CONTROL
 AJ5523
 AJ5523  ELLIP H (10/09/01)   30.65   (m)                       GP(       ) 4 1
 AJ5523
 AJ5523.Superseded values are not recommended for survey control.
 AJ5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5523.See file dsdata.txt to determine how the superseded data were derived.
 AJ5523
 AJ5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7022957058(NAD 83)
 AJ5523_MARKER: DD = SURVEY DISK
 AJ5523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5523_STAMPING: AG 16
 AJ5523_MARK LOGO: VA-061
 AJ5523_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5523+STABILITY: SURFACE MOTION
 AJ5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5523+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5523
 AJ5523  HISTORY     - Date     Condition        Report By
 AJ5523  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5523
 AJ5523                          STATION DESCRIPTION
 AJ5523
 AJ5523'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5523'THE STATION IS LOCATED IN SOUTHEASTERN FAUQUIER COUNTY,  VIRGINIA
 AJ5523'APPROXIMATELY 0.3 MILE
 AJ5523'WEST  OF THE STAFFORD COUNTY LINE.
 AJ5523' 
 AJ5523'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND WARRENTON ROAD
 AJ5523'(ROUTE 17)
 AJ5523'PROCEED NORTHWEST ALONG WARRENTON ROAD (ROUTE 17)  (WHICH CHANGES TO
 AJ5523'MARSH ROAD
 AJ5523'AT THE FAUQUIER COUNTY LINE) A DISTANCE OF 10.3 MILES TO THE STATION
 AJ5523'ON THE RIGHT AT A
 AJ5523'WELCOME TO FAUQUIER COUNTY SIGN.
 AJ5523' 
 AJ5523'THE STATION IS A STANDARD 2 1/2 INCH FAUQUIER COUNTY, VA  ALUMINUM
 AJ5523'GPS SURVEY DISK SET IN
 AJ5523'CONCRETE ONE INCH BELOW THE GROUND SURFACE AND STAMPED AG 16.
 AJ5523' 
 AJ5523'THE STATION IS 19.0 FEET AZIMUTH 330 DEGREES TO A FAUQUIER COUNTY
 AJ5523'WELCOME SIGN, 16.0 FEET
 AJ5523'AZIMUTH 55 DEGREES TO  A WOVEN WIRE FENCE,  AND 23.1 FEET AZIMUTH 235
 AJ5523'DEGREES TO THE
 AJ5523'EDGE OF THE PAVEMENT OF NORTH BOUND ROUTE 17, AND 1.6 FEET AZIMUTH 55
 AJ5523'DEGREES TO A
 AJ5523'WITNESS POST.
 AJ5523' 
 AJ5523' 
 AJ5523' 
 AJ5523' 
 AJ5523' 
 AJ5523'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5543 ***********************************************************************
 AJ5543  DESIGNATION -  AG 23
 AJ5543  PID         -  AJ5543
 AJ5543  STATE/COUNTY-  VA/FAUQUIER
 AJ5543  USGS QUAD   -  STORCK (1984)
 AJ5543
 AJ5543                         *CURRENT SURVEY CONTROL
 AJ5543  ___________________________________________________________________
 AJ5543* NAD 83(1993)-  38 29 48.15532(N)    077 36 07.12976(W)     ADJUSTED  
 AJ5543* NAVD 88     -       125.9    (meters)     413.     (feet)  GPS OBS   
 AJ5543  ___________________________________________________________________
 AJ5543  X           -   1,073,157.883 (meters)                     COMP
 AJ5543  Y           -  -4,881,806.561 (meters)                     COMP
 AJ5543  Z           -   3,948,801.900 (meters)                     COMP
 AJ5543  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AJ5543  ELLIP HEIGHT-          93.73  (meters)          (05/17/02) GPS OBS
 AJ5543  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 AJ5543
 AJ5543  HORZ ORDER  -  FIRST
 AJ5543  ELLP ORDER  -  FOURTH    CLASS II
 AJ5543
 AJ5543.The horizontal coordinates were established by GPS observations
 AJ5543.and adjusted by the National Geodetic Survey in October 2001..
 AJ5543
 AJ5543.The orthometric height was determined by GPS observations and a
 AJ5543.high-resolution geoid model.
 AJ5543
 AJ5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5543
 AJ5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5543
 AJ5543.The ellipsoidal height was determined by GPS observations
 AJ5543.and is referenced to NAD 83.
 AJ5543
 AJ5543.The geoid height was determined by GEOID03.
 AJ5543
 AJ5543;                    North         East     Units Scale Factor Converg.
 AJ5543;SPC VA N     - 2,092,516.337 3,578,335.170   MT  0.99995060   +0 33 37.7
 AJ5543;SPC VA N     - 6,865,197.35 11,739,921.30   sFT  0.99995060   +0 33 37.7
 AJ5543;UTM  18      - 4,264,136.832   273,084.783   MT  1.00023414   -1 37 13.2
 AJ5543
 AJ5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5543!SPC VA N     -   0.99998529  x   0.99995060  =   0.99993589
 AJ5543!UTM  18      -   0.99998529  x   1.00023414  =   1.00021943
 AJ5543
 AJ5543                          SUPERSEDED SURVEY CONTROL
 AJ5543
 AJ5543  ELLIP H (10/09/01)   93.73   (m)                       GP(       ) 4 1
 AJ5543
 AJ5543.Superseded values are not recommended for survey control.
 AJ5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5543.See file dsdata.txt to determine how the superseded data were derived.
 AJ5543
 AJ5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7308564137(NAD 83)
 AJ5543_MARKER: DD = SURVEY DISK
 AJ5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5543_STAMPING: AG23
 AJ5543_MARK LOGO: VA-061
 AJ5543_PROJECTION: FLUSH
 AJ5543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5543+STABILITY: SURFACE MOTION
 AJ5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5543+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5543
 AJ5543  HISTORY     - Date     Condition        Report By
 AJ5543  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5543
 AJ5543                          STATION DESCRIPTION
 AJ5543
 AJ5543'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5543'THE STATION IS LOCATED IN SOUTHEASTERN FAUQUIER COUNTY,  VIRGINIA AT
 AJ5543'THE GRACE UNITED
 AJ5543'METHODIST CHURCH.
 AJ5543' 
 AJ5543'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND WARRENTON ROAD
 AJ5543'(ROUTE 17)
 AJ5543'PROCEED NORTHWEST ALONG WARRENTON ROAD (ROUTE 17) A DISTANCE OF 5.7
 AJ5543'MILES TO ITS
 AJ5543'INTERSECTION WITH HARTWOOD ROAD (ROUTE 612).  TURN RIGHT AND PROCEED
 AJ5543'NORTH ALONG
 AJ5543'HARTWOOD ROAD (ROUTE 612) (WHICH TURNS INTO BRISTERSBURG ROAD IN
 AJ5543'FAUQUIER COUNTY) A
 AJ5543'DISTANCE OF 8.1 MILES TO ITS INTERSECTION WITH ELK RIDGE ROAD AND
 AJ5543'BRISTERSBURG ROAD.
 AJ5543'TURN LEFT AND PROCEED WEST ALONG ELK RIDGE ROAD TO THE STATION
 AJ5543'STRAIGHT AHEAD NEAR
 AJ5543'AN OLD WELL ON THE PROPERTY OF GRACE UNITED METHODIST CHURCH.
 AJ5543' 
 AJ5543'THE STATION IS A STANDARD 2 1/2 INCH FAUQUIER COUNTY, VA  ALUMINUM GPS
 AJ5543'SURVEY DISK SET IN
 AJ5543'CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED AG23.
 AJ5543' 
 AJ5543'THE STATION IS 17.5 FEET AZIMUTH 90 DEGREES TO THE EDGE OF ELK RIDGE
 AJ5543'ROAD AND 26.5 FEET
 AJ5543'AZIMUTH 330 DEGREES TO A WELL.
 AJ5543' 
 AJ5543' 
 AJ5543' 
 AJ5543'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4593 ***********************************************************************
 AJ4593  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4593  DESIGNATION -  AGWRIGHT
 AJ4593  PID         -  AJ4593
 AJ4593  STATE/COUNTY-  VA/STAFFORD
 AJ4593  USGS QUAD   -  STAFFORD (1994)
 AJ4593
 AJ4593                         *CURRENT SURVEY CONTROL
 AJ4593  ___________________________________________________________________
 AJ4593* NAD 83(1993)-  38 28 29.37996(N)    077 28 44.87778(W)     ADJUSTED  
 AJ4593* NAVD 88     -        76.9    (meters)     252.     (feet)  GPS OBS   
 AJ4593  ___________________________________________________________________
 AJ4593  X           -   1,083,941.864 (meters)                     COMP
 AJ4593  Y           -  -4,880,932.551 (meters)                     COMP
 AJ4593  Z           -   3,946,869.955 (meters)                     COMP
 AJ4593  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ4593  ELLIP HEIGHT-          44.61  (meters)          (07/14/04) GPS OBS
 AJ4593  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AJ4593
 AJ4593  HORZ ORDER  -  A
 AJ4593  ELLP ORDER  -  THIRD     CLASS II
 AJ4593
 AJ4593.The horizontal coordinates were established by GPS observations
 AJ4593.and adjusted by the National Geodetic Survey in July 2004..
 AJ4593
 AJ4593.The orthometric height was determined by GPS observations and a
 AJ4593.high-resolution geoid model.
 AJ4593
 AJ4593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4593
 AJ4593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4593
 AJ4593.The ellipsoidal height was determined by GPS observations
 AJ4593.and is referenced to NAD 83.
 AJ4593
 AJ4593.The geoid height was determined by GEOID03.
 AJ4593
 AJ4593;                    North         East     Units Scale Factor Converg.
 AJ4593;SPC VA N     - 2,090,199.570 3,589,077.902   MT  0.99995147   +0 38 13.7
 AJ4593;SPC VA N     - 6,857,596.42 11,775,166.42   sFT  0.99995147   +0 38 13.7
 AJ4593;UTM  18      - 4,261,412.317   283,734.292   MT  1.00017602   -1 32 34.9
 AJ4593
 AJ4593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4593!SPC VA N     -   0.99999300  x   0.99995147  =   0.99994447
 AJ4593!UTM  18      -   0.99999300  x   1.00017602  =   1.00016902
 AJ4593
 AJ4593                          SUPERSEDED SURVEY CONTROL
 AJ4593
 AJ4593  NAD 83(1993)-  38 28 29.38005(N)    077 28 44.87800(W) AD(       ) A
 AJ4593  ELLIP H (08/14/01)   44.61   (m)                       GP(       ) 4 1
 AJ4593
 AJ4593.Superseded values are not recommended for survey control.
 AJ4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4593.See file dsdata.txt to determine how the superseded data were derived.
 AJ4593
 AJ4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8373461412(NAD 83)
 AJ4593_MARKER: DD = SURVEY DISK
 AJ4593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4593_STAMPING: AGWRIGHT 2000
 AJ4593_MARK LOGO: GEOMET
 AJ4593_PROJECTION: FLUSH
 AJ4593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4593+STABILITY: SURFACE MOTION
 AJ4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4593+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 AJ4593
 AJ4593  HISTORY     - Date     Condition        Report By
 AJ4593  HISTORY     - 2000     MONUMENTED       GEOMET
 AJ4593  HISTORY     - 20010305 GOOD             GEOMET
 AJ4593  HISTORY     - 20011227 GOOD             VA-153
 AJ4593  HISTORY     - 20020325 GOOD             GEOMET
 AJ4593
 AJ4593                          STATION DESCRIPTION
 AJ4593
 AJ4593'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ4593'THE STATION IS LOCATED IN NORTH STAFFORD COUNTY,VA AT AGWRIGHT SCHOOL.
 AJ4593'TO REACH THE STATION FROM THE INTERSECTION OF RTE.610 AND RTE.648 NEAR
 AJ4593'THE STAFFORD HIGH SCHOOL PROCEED NORTHWEST ALONG RTE.610 1.5 MILES
 AJ4593'(2.4 KM) TO THE INTERSECTION OF FURNACE ROAD, TURN LEFT ON FURNACE
 AJ4593'ROAD ABOUT 0.1 MILE (0.2 KM) TILL YOU REACH CHOPTANK ROAD, TURN RIGHT
 AJ4593'ON CHOPTANK ROAD ABOUT 0.1 MILE (0.2 KM) TILL YOU REACH WOOD
 AJ4593'DRIVE,TURN RIGHT ON WOOD DRIVE TO STATION 0.1 MILES (0.2 KM) ON THE
 AJ4593'LEFT IN GRASS MEDIAN.THE STATION IS A STANDARD GEOMETRICS ALUMINUM
 AJ4593'DISK SET IN A ROUND CONCRETE MONUMENT 0.1 FEET (3.0 CM) BELOW THE
 AJ4593'GROUND, AND STAMPED AGWRIGHT 2000.  TIES ARE AS FOLLOWS- 89.7 FEET
 AJ4593'(27.3 M) SOUTHWEST OF LIGHT POLE, 57.5 FEET (17.5 M) NORTHEAST OF
 AJ4593'LIGHT POLE, AND 40.5 FEET (12.3 M) EAST OF THE EDGE OF THE GRASS
 AJ4593'MEDIAN.
 AJ4593
 AJ4593                          STATION RECOVERY (2001)
 AJ4593
 AJ4593'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ4593'RECOVERED AS DESCRIBED.
 AJ4593' 
 AJ4593' 
 AJ4593'
 AJ4593
 AJ4593                          STATION RECOVERY (2001)
 AJ4593
 AJ4593'RECOVERY NOTE BY PRINCE WILLIAM COUNTY VIRGINIA 2001 (TRE)
 AJ4593'RECOVERED AS DESCRIBED.
 AJ4593'
 AJ4593
 AJ4593                          STATION RECOVERY (2002)
 AJ4593
 AJ4593'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (MAJ)
 AJ4593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2781 ***********************************************************************
 HV2781  DESIGNATION -  AH 1
 HV2781  PID         -  HV2781
 HV2781  STATE/COUNTY-  VA/FAIRFAX
 HV2781  USGS QUAD   -  HERNDON (1994)
 HV2781
 HV2781                         *CURRENT SURVEY CONTROL
 HV2781  ___________________________________________________________________
 HV2781* NAD 83(1993)-  38 57 45.00563(N)    077 25 09.31104(W)     ADJUSTED  
 HV2781* NAVD 88     -       106.944  (meters)     350.87   (feet)  ADJUSTED  
 HV2781  ___________________________________________________________________
 HV2781  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HV2781  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV2781  DYNAMIC HT  -         106.886 (meters)     350.68  (feet)  COMP
 HV2781  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 HV2781
 HV2781  HORZ ORDER  -  SECOND
 HV2781  VERT ORDER  -  SECOND    CLASS 0
 HV2781
 HV2781.The horizontal coordinates were established by classical geodetic methods
 HV2781.and adjusted by the National Geodetic Survey in November 1994..
 HV2781
 HV2781.The orthometric height was determined by differential leveling
 HV2781.and adjusted by the National Geodetic Survey in June 1991..
 HV2781
 HV2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2781
 HV2781.The geoid height was determined by GEOID03.
 HV2781
 HV2781.The dynamic height is computed by dividing the NAVD 88
 HV2781.geopotential number by the normal gravity value computed on the
 HV2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2781.degrees latitude (g = 980.6199 gals.).
 HV2781
 HV2781.The modeled gravity was interpolated from observed gravity values.
 HV2781
 HV2781;                    North         East     Units Scale Factor Converg.
 HV2781;SPC VA N     - 2,144,389.805 3,593,665.312   MT  0.99996647   +0 40 28.2
 HV2781;SPC VA N     - 7,035,385.55 11,790,216.94   sFT  0.99996647   +0 40 28.2
 HV2781;UTM  18      - 4,315,398.957   290,388.937   MT  1.00014105   -1 31 18.5
 HV2781
 HV2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2781!SPC VA N     -   0.99998821  x   0.99996647  =   0.99995468
 HV2781!UTM  18      -   0.99998821  x   1.00014105  =   1.00012926
 HV2781
 HV2781                          SUPERSEDED SURVEY CONTROL
 HV2781
 HV2781  NAD 83(1993)-  38 57 45.00533(N)    077 25 09.31486(W) AD(       ) 2
 HV2781  NAD 83(1986)-  38 57 45.00517(N)    077 25 09.32375(W) AD(       ) 2
 HV2781  NAD 27      -  38 57 44.60858(N)    077 25 10.36379(W) AD(       ) 2
 HV2781  NGVD 29 (??/??/??)  107.147  (m)          351.53   (f) ADJUSTED    2 0
 HV2781
 HV2781.Superseded values are not recommended for survey control.
 HV2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2781.See file dsdata.txt to determine how the superseded data were derived.
 HV2781
 HV2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9038915399(NAD 83)
 HV2781_MARKER: DE = TRAVERSE STATION DISK
 HV2781_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV2781_SP_SET: CLAY TILE IN EARTH
 HV2781_STAMPING: AH 1 1959
 HV2781_MARK LOGO: CGS   
 HV2781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2781
 HV2781  HISTORY     - Date     Condition        Report By
 HV2781  HISTORY     - 1959     MONUMENTED       CGS
 HV2781  HISTORY     - 1959     GOOD             CGS
 HV2781  HISTORY     - 1973     GOOD             NGS
 HV2781  HISTORY     - 19920120 GOOD             MSI
 HV2781
 HV2781                          STATION DESCRIPTION
 HV2781
 HV2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2781'STATION IS LOCATED 2.0 MILES WSW OF HERNDON ON THE PROPERTY
 HV2781'OF GRACE M. BEARD, ABOUT 200 FT. N OF THE PROPOSED CENTERLINE
 HV2781'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2781'
 HV2781'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK STAMPED
 HV2781'AH-1 1959 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2781'PROJECTING 5 IN.  MARK IS 3 FT. S OF A STEEL POST WITH WITNESS
 HV2781'MARK PLATE ATTACHED.
 HV2781'
 HV2781'TO REACH THE STATION FROM THE POST OFFICE AT HERNDON, GO
 HV2781'W ALONG STATE HWY. 28 A DISTANCE OF 0.55 MILES, THENCE 1.0
 HV2781'MILES ALONG STATE HWY. 606, THEN 1.15 MILES ALONG STATE HWY
 HV2781'605 TO STATION SITE ON EAST SIDE OF ROAD.
 HV2781'
 HV2781'STATION IS 129 FT. E OF THE CENTERLINE OF STATE HWY. 605
 HV2781'AND 175 FT. S OF THE S FENCE ALONG THE DRIVEWAY TO FARM.
 HV2781
 HV2781                          STATION RECOVERY (1959)
 HV2781
 HV2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2781'2 MI SW FROM HERNDON.
 HV2781'0.55 MILE W ALONG ST. HWY. 28 FROM THE POST OFFICE AT HERNDON,
 HV2781'THENCE 1.00 MILE NW ALONG ST. HWY. 606 AND THENCE 1.15 MILE
 HV2781'ALONG ST. HWY. 605.  ABOUT 200 FT. N OF THE PROPOSED CENTERLINE
 HV2781'OF THE CHANTILLY AIRPORT ACCESS ROAD.  MARK IS 129 FT. E OF THE
 HV2781'CENTERLINE OF ST. HWY. 605, 175 FT. S OF THE S FENCE ALONG THE
 HV2781'DRIVE AT ROCK RIDGE FARM AND SET IN THE TOP OF A 6 IN.
 HV2781'CONCRETE-FILLED TILE PROJECTING ABOUT 5 IN. ABOVE THE GROUND.
 HV2781'MARK IS 3 FT. S OF A STEEL POST WITH WITNESS MARK PLATE
 HV2781'ATTACHED.
 HV2781
 HV2781                          STATION RECOVERY (1973)
 HV2781
 HV2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2781'RECOVERED IN GOOD CONDITION.
 HV2781
 HV2781                          STATION RECOVERY (1992)
 HV2781
 HV2781'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2781'0.55 MILE (0.89 KM) W ALONG STATE HWY 28 FROM THE POST OFFICE AT
 HV2781'HERNDON, THENCE 1.00 MILE (1.61 KM) NW ALONG STATE HWY 606 AND THENCE
 HV2781'1.15 MILE (1.85 KM) ALONG STATE HWY 605.  ABOUT 200 FT (61.0 M) N OF
 HV2781'THE PROPOSED CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD.  MARK
 HV2781'IS 129 FT (39.3 M) E OF THE CENTERLINE OF STATE HWY 605, 175 FT (53.3
 HV2781'M) S OF THE S FENCE ALONG THE DRIVE AT ROCK RIDGE FARM IN TOP OF A
 HV2781'6-INCH CONCRETE-FILLED TILE PROJECTING 5 INCHES ABOVE GROUND, 3 FT
 HV2781'(0.9 M) S OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2771 ***********************************************************************
 HV2771  DESIGNATION -  AH 11 RESET 1959
 HV2771  PID         -  HV2771
 HV2771  STATE/COUNTY-  VA/FAIRFAX
 HV2771  USGS QUAD   -  VIENNA (1994)
 HV2771
 HV2771                         *CURRENT SURVEY CONTROL
 HV2771  ___________________________________________________________________
 HV2771* NAD 83(1993)-  38 56 42.77814(N)    077 19 27.74976(W)     ADJUSTED  
 HV2771* NAVD 88     -       117.41   (meters)     385.2    (feet)  RESET     
 HV2771  ___________________________________________________________________
 HV2771  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 HV2771  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV2771
 HV2771  HORZ ORDER  -  THIRD
 HV2771  VERT ORDER  -  THIRD
 HV2771
 HV2771.The horizontal coordinates were established by classical geodetic methods
 HV2771.and adjusted by the National Geodetic Survey in November 1994..
 HV2771.No horizontal observational check was made to the station.
 HV2771
 HV2771.The orthometric height was computed from unverified reset data.
 HV2771.No vertical observational check was made to the station.
 HV2771
 HV2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2771
 HV2771.The geoid height was determined by GEOID03.
 HV2771
 HV2771;                    North         East     Units Scale Factor Converg.
 HV2771;SPC VA N     - 2,142,572.147 3,601,912.276   MT  0.99996470   +0 44 01.4
 HV2771;SPC VA N     - 7,029,422.12 11,817,273.86   sFT  0.99996470   +0 44 01.4
 HV2771;UTM  18      - 4,313,266.326   298,561.466   MT  1.00009968   -1 27 41.5
 HV2771
 HV2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2771!SPC VA N     -   0.99998655  x   0.99996470  =   0.99995125
 HV2771!UTM  18      -   0.99998655  x   1.00009968  =   1.00008623
 HV2771
 HV2771                          SUPERSEDED SURVEY CONTROL
 HV2771
 HV2771  NAD 83(1993)-  38 56 42.77681(N)    077 19 27.75135(W) AD(       ) 3
 HV2771  NAD 83(1986)-  38 56 42.77668(N)    077 19 27.76096(W) AD(       ) 3
 HV2771  NAD 27      -  38 56 42.37902(N)    077 19 28.81129(W) AD(       ) 3
 HV2771  NGVD 29 (??/??/??)  117.64   (m)          386.0    (f) RESET       3  
 HV2771
 HV2771.Superseded values are not recommended for survey control.
 HV2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2771.See file dsdata.txt to determine how the superseded data were derived.
 HV2771
 HV2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9856113266(NAD 83)
 HV2771_MARKER: DE = TRAVERSE STATION DISK
 HV2771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2771_SP_SET: CONC TILE
 HV2771_STAMPING: AH 11 1959 RESET
 HV2771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2771
 HV2771  HISTORY     - Date     Condition        Report By
 HV2771  HISTORY     - 1959     MONUMENTED       CGS
 HV2771  HISTORY     - 1959     GOOD             CGS
 HV2771  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2771
 HV2771                          STATION DESCRIPTION
 HV2771
 HV2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2771'STATION IS LOCATED 0.2 MILES SE ALONG THE W AND O.D.R.R.
 HV2771'FROM CROSSING AT PINECREST, THENCE APPROX. 450 FEET E OF THE
 HV2771'CENTERLINE OF THE RAILROAD.
 HV2771'
 HV2771'IT IS A STANDARD TRAVERSE DISK STAMPED AH-11 RESET 1959 AND
 HV2771'SET IN THE TOP OF A 6-INCH CONCRETE TILE FILLED WITH CONCRETE
 HV2771'AND PROJECTING 5 INCHES ABOVE GROUND.  ABOUT 200 FT. N OF
 HV2771'CENTERLINE OF DULLES INTERNATIONAL AIRPORT ACCESS HWY., 59 FT.
 HV2771'E OF A 12 IN. PINE, 48 FT. W OF A 16 IN. OAK AND 3 FT. S OF
 HV2771'A STEEL FENCE POST WITH WITNESS MARK ATTACHED.
 HV2771
 HV2771                          STATION RECOVERY (1959)
 HV2771
 HV2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2771'0.2 MI SE FROM PINECREST.
 HV2771'0.2 MILES SOUTHEAST ALONG THE WASHINGTON AND OLD DOMINION
 HV2771'RAILROAD FROM THE CROSSING AT PINECREST THENCE ABOUT 450 FEET
 HV2771'EAST OF THE CENTERLINE OF THE RAILROAD.  MARK IS 200 FEET NORTH
 HV2771'OF THE PROPOSED CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD,
 HV2771'48 FEET WEST OF A 16 INCH OAK AND 59 FEET EAST OF A 12 INCH
 HV2771'PINE TREE, SET IN THE TOP OF A 6 INCH CONCRETE-FILLED TILE
 HV2771'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  MARK IS
 HV2771'3 FEET SOUTH OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
 HV2771
 HV2771                          STATION RECOVERY (1997)
 HV2771
 HV2771'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2768 ***********************************************************************
 HV2768  DESIGNATION -  AH 12
 HV2768  PID         -  HV2768
 HV2768  STATE/COUNTY-  VA/FAIRFAX
 HV2768  USGS QUAD   -  VIENNA (1994)
 HV2768
 HV2768                         *CURRENT SURVEY CONTROL
 HV2768  ___________________________________________________________________
 HV2768* NAD 83(1993)-  38 56 37.67511(N)    077 17 24.86236(W)     ADJUSTED  
 HV2768* NAVD 88     -        77.997  (meters)     255.90   (feet)  ADJUSTED  
 HV2768  ___________________________________________________________________
 HV2768  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 HV2768  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV2768  DYNAMIC HT  -          77.956 (meters)     255.76  (feet)  COMP
 HV2768  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 HV2768
 HV2768  HORZ ORDER  -  SECOND
 HV2768  VERT ORDER  -  SECOND    CLASS 0
 HV2768
 HV2768.The horizontal coordinates were established by classical geodetic methods
 HV2768.and adjusted by the National Geodetic Survey in November 1994..
 HV2768
 HV2768.The orthometric height was determined by differential leveling
 HV2768.and adjusted by the National Geodetic Survey in June 1991..
 HV2768
 HV2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2768
 HV2768.The geoid height was determined by GEOID03.
 HV2768
 HV2768.The dynamic height is computed by dividing the NAVD 88
 HV2768.geopotential number by the normal gravity value computed on the
 HV2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2768.degrees latitude (g = 980.6199 gals.).
 HV2768
 HV2768.The modeled gravity was interpolated from observed gravity values.
 HV2768
 HV2768;                    North         East     Units Scale Factor Converg.
 HV2768;SPC VA N     - 2,142,453.247 3,604,873.300   MT  0.99996456   +0 45 18.1
 HV2768;SPC VA N     - 7,029,032.03 11,826,988.49   sFT  0.99996456   +0 45 18.1
 HV2768;UTM  18      - 4,313,034.066   301,516.141   MT  1.00008513   -1 26 24.1
 HV2768
 HV2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2768!SPC VA N     -   0.99999274  x   0.99996456  =   0.99995730
 HV2768!UTM  18      -   0.99999274  x   1.00008513  =   1.00007787
 HV2768
 HV2768                          SUPERSEDED SURVEY CONTROL
 HV2768
 HV2768  NAD 83(1993)-  38 56 37.67372(N)    077 17 24.86395(W) AD(       ) 2
 HV2768  NAD 83(1986)-  38 56 37.67362(N)    077 17 24.87356(W) AD(       ) 2
 HV2768  NAD 27      -  38 56 37.27567(N)    077 17 25.92787(W) AD(       ) 2
 HV2768  NGVD 29 (??/??/??)   78.223  (m)          256.64   (f) ADJUSTED    2 0
 HV2768
 HV2768.Superseded values are not recommended for survey control.
 HV2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2768.See file dsdata.txt to determine how the superseded data were derived.
 HV2768
 HV2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0151613034(NAD 83)
 HV2768_MARKER: DE = TRAVERSE STATION DISK
 HV2768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2768_SP_SET: CONC MONUMENT
 HV2768_STAMPING: AH 12 1960
 HV2768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2768
 HV2768  HISTORY     - Date     Condition        Report By
 HV2768  HISTORY     - 1960     MONUMENTED       CGS
 HV2768  HISTORY     - 1960     GOOD             CGS
 HV2768
 HV2768                          STATION DESCRIPTION
 HV2768
 HV2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2768'STATION IS LOCATED 3.6 MILES NW OF TYSONS CORNER, 1.3 MILES
 HV2768'NORTH WESTERLY ALONG BEULAH ROAD FROM FOUR CORNERS.  200 FT.
 HV2768'S OF THE PROPOSED CENTERLINE OF THE AIRPORT ACCESS HWY. AND
 HV2768'2000 FT. WNW OF BEULAH ROAD.
 HV2768'
 HV2768'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2768'AH-12 1960 SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2768'PROJECTING 3 IN. AND IS 3.0 FT. N OF A STEEL POST WITH WITNESS
 HV2768'MARK PLATE ATTACHED.
 HV2768
 HV2768                          STATION RECOVERY (1960)
 HV2768
 HV2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2768'3 MI NW FROM VIENNA.
 HV2768'MARK IS LOCATED 200 FT. S OF THE PROPOSED CENTERLINE OF THE
 HV2768'DULLES INTERNATIONAL AIRPORT ACCESS HWY., 2000 FT. WEST OF ITS
 HV2768'JUNCTION WITH BEULAH ROAD.  MARK IS A STANDARD TRAVERSE STATION
 HV2768'DISK SET IN THE TOP OF A 6-INCH ROUND CONCRETE MONUMENT PROJECTING
 HV2768'3 INCHES AND IS 3 FT. N OF A STEEL POST WITH WITNESS MARK PLATE
 HV2768'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2769 ***********************************************************************
 HV2769  DESIGNATION -  AH 13
 HV2769  PID         -  HV2769
 HV2769  STATE/COUNTY-  VA/FAIRFAX
 HV2769  USGS QUAD   -  VIENNA (1994)
 HV2769
 HV2769                         *CURRENT SURVEY CONTROL
 HV2769  ___________________________________________________________________
 HV2769* NAD 83(1993)-  38 56 30.84697(N)    077 17 05.21122(W)     ADJUSTED  
 HV2769* NAVD 88     -        96.553  (meters)     316.77   (feet)  ADJUSTED  
 HV2769  ___________________________________________________________________
 HV2769  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HV2769  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV2769  DYNAMIC HT  -          96.501 (meters)     316.60  (feet)  COMP
 HV2769  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 HV2769
 HV2769  HORZ ORDER  -  SECOND
 HV2769  VERT ORDER  -  SECOND    CLASS 0
 HV2769
 HV2769.The horizontal coordinates were established by classical geodetic methods
 HV2769.and adjusted by the National Geodetic Survey in November 1994..
 HV2769
 HV2769.The orthometric height was determined by differential leveling
 HV2769.and adjusted by the National Geodetic Survey in June 1991..
 HV2769
 HV2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2769
 HV2769.The geoid height was determined by GEOID03.
 HV2769
 HV2769.The dynamic height is computed by dividing the NAVD 88
 HV2769.geopotential number by the normal gravity value computed on the
 HV2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2769.degrees latitude (g = 980.6199 gals.).
 HV2769
 HV2769.The modeled gravity was interpolated from observed gravity values.
 HV2769
 HV2769;                    North         East     Units Scale Factor Converg.
 HV2769;SPC VA N     - 2,142,248.961 3,605,349.266   MT  0.99996437   +0 45 30.4
 HV2769;SPC VA N     - 7,028,361.80 11,828,550.05   sFT  0.99996437   +0 45 30.4
 HV2769;UTM  18      - 4,312,811.674   301,983.989   MT  1.00008284   -1 26 11.5
 HV2769
 HV2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2769!SPC VA N     -   0.99998983  x   0.99996437  =   0.99995420
 HV2769!UTM  18      -   0.99998983  x   1.00008284  =   1.00007266
 HV2769
 HV2769                          SUPERSEDED SURVEY CONTROL
 HV2769
 HV2769  NAD 83(1993)-  38 56 30.84560(N)    077 17 05.21281(W) AD(       ) 2
 HV2769  NAD 83(1986)-  38 56 30.84553(N)    077 17 05.22239(W) AD(       ) 2
 HV2769  NAD 27      -  38 56 30.44747(N)    077 17 06.27731(W) AD(       ) 2
 HV2769  NGVD 29 (??/??/??)   96.778  (m)          317.51   (f) ADJUSTED    2 0
 HV2769
 HV2769.Superseded values are not recommended for survey control.
 HV2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2769.See file dsdata.txt to determine how the superseded data were derived.
 HV2769
 HV2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0198412812(NAD 83)
 HV2769_MARKER: DE = TRAVERSE STATION DISK
 HV2769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2769_SP_SET: CONC MONUMENT
 HV2769_STAMPING: AH 13 1960
 HV2769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2769
 HV2769  HISTORY     - Date     Condition        Report By
 HV2769  HISTORY     - 1960     MONUMENTED       CGS
 HV2769  HISTORY     - 1960     GOOD             CGS
 HV2769  HISTORY     - 1981     MARK NOT FOUND   USGS
 HV2769  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2769
 HV2769                          STATION DESCRIPTION
 HV2769
 HV2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2769'STATION IS LOCATED 3.6 MILES NW OF TYSONS CORNER, 1.3 MILES
 HV2769'NORTH WESTERLY ALONG BEULAH ROAD FROM FOUR CORNERS.  250 FT.
 HV2769'S OF THE PROPOSED CENTERLINE OF AIRPORT ACCESS HWY. AND 430
 HV2769'FT. SW OF BEULAH ROAD.
 HV2769'
 HV2769'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2769'AH-13 1960 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2769'PROJECTING 3 IN. AND IS 3.0 FT. N OF A STEEL POST WITH WITNESS
 HV2769'MARK PLATE ATTACHED.
 HV2769
 HV2769                          STATION RECOVERY (1960)
 HV2769
 HV2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2769'3 MI NW FROM VIENNA.
 HV2769'MARK IS LOCATED 250 FT. S OF THE PROPOSED CENTERLINE OF THE
 HV2769'DULLES INTERNATIONAL AIRPORT ACCESS HWY. 430 WEST OF ITS JUNCTION
 HV2769'WITH BEULAH ROAD.  MARK IS A STANDARD TRAVERSE STATION DISK
 HV2769'SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT PROJECTING
 HV2769'3 INCHES AND IS 3 FT. N OF A STEEL POST WITH WITNESS MARK PLATE
 HV2769'ATTACHED.
 HV2769
 HV2769                          STATION RECOVERY (1981)
 HV2769
 HV2769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 HV2769'MARK NOT FOUND.
 HV2769
 HV2769                          STATION RECOVERY (1997)
 HV2769
 HV2769'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2766 ***********************************************************************
 HV2766  DESIGNATION -  AH 14
 HV2766  PID         -  HV2766
 HV2766  STATE/COUNTY-  VA/FAIRFAX
 HV2766  USGS QUAD   -  VIENNA (1994)
 HV2766
 HV2766                         *CURRENT SURVEY CONTROL
 HV2766  ___________________________________________________________________
 HV2766* NAD 83(1993)-  38 56 04.63904(N)    077 15 58.75404(W)     ADJUSTED  
 HV2766* NAVD 88     -       108.323  (meters)     355.39   (feet)  ADJUSTED  
 HV2766  ___________________________________________________________________
 HV2766  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HV2766  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV2766  DYNAMIC HT  -         108.265 (meters)     355.20  (feet)  COMP
 HV2766  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 HV2766
 HV2766  HORZ ORDER  -  SECOND
 HV2766  VERT ORDER  -  SECOND    CLASS 0
 HV2766
 HV2766.The horizontal coordinates were established by classical geodetic methods
 HV2766.and adjusted by the National Geodetic Survey in November 1994..
 HV2766
 HV2766.The orthometric height was determined by differential leveling
 HV2766.and adjusted by the National Geodetic Survey in June 1991..
 HV2766
 HV2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2766
 HV2766.The geoid height was determined by GEOID03.
 HV2766
 HV2766.The dynamic height is computed by dividing the NAVD 88
 HV2766.geopotential number by the normal gravity value computed on the
 HV2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2766.degrees latitude (g = 980.6199 gals.).
 HV2766
 HV2766.The modeled gravity was interpolated from observed gravity values.
 HV2766
 HV2766;                    North         East     Units Scale Factor Converg.
 HV2766;SPC VA N     - 2,141,462.226 3,606,960.385   MT  0.99996366   +0 46 11.9
 HV2766;SPC VA N     - 7,025,780.65 11,833,835.86   sFT  0.99996366   +0 46 11.9
 HV2766;UTM  18      - 4,311,963.718   303,563.978   MT  1.00007517   -1 25 28.9
 HV2766
 HV2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2766!SPC VA N     -   0.99998798  x   0.99996366  =   0.99995164
 HV2766!UTM  18      -   0.99998798  x   1.00007517  =   1.00006315
 HV2766
 HV2766                          SUPERSEDED SURVEY CONTROL
 HV2766
 HV2766  NAD 83(1993)-  38 56 04.63797(N)    077 15 58.75585(W) AD(       ) 2
 HV2766  NAD 83(1986)-  38 56 04.63793(N)    077 15 58.76537(W) AD(       ) 2
 HV2766  NAD 27      -  38 56 04.24052(N)    077 15 59.82187(W) AD(       ) 2
 HV2766  NGVD 29 (??/??/??)  108.547  (m)          356.12   (f) ADJUSTED    2 0
 HV2766
 HV2766.Superseded values are not recommended for survey control.
 HV2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2766.See file dsdata.txt to determine how the superseded data were derived.
 HV2766
 HV2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0356411964(NAD 83)
 HV2766_MARKER: DE = TRAVERSE STATION DISK
 HV2766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2766_SP_SET: CONC MONUMENT
 HV2766_STAMPING: AH 14 1960
 HV2766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2766
 HV2766  HISTORY     - Date     Condition        Report By
 HV2766  HISTORY     - 1960     MONUMENTED       CGS
 HV2766  HISTORY     - 1960     GOOD             CGS
 HV2766
 HV2766                          STATION DESCRIPTION
 HV2766
 HV2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2766'STATION IS LOCATED ABOUT 2.4 MILES NW OF TYSONS CORNER AND
 HV2766'0.5 MILES NNE OF FOUR CORNERS.  200 FT. S OF THE PROPOSED
 HV2766'CENTERLINE OF THE AIRPORT ACCESS HWY. AND 800 FT. SE OF THE
 HV2766'JUNCTION FORMED BY THE ACCESS HWY. AND WOLFTRAP ROAD.
 HV2766'
 HV2766'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2766'AH-14 1960 SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2766'PROJECTING 3 INCHES.  A STEEL POST WITH WITNESS MARK PLATE
 HV2766'ATTACHED IS 3 FT. S OF THE STATION.
 HV2766
 HV2766                          STATION RECOVERY (1960)
 HV2766
 HV2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2766'2.5 MI N FROM VIENNA.
 HV2766'MARK IS LOCATED 200 FT. S OF THE PROPOSED CENTERLINE OF THE
 HV2766'DULLES INTERNATIONAL AIRPORT ACCESS HWY. 800 FT. SE OF ITS
 HV2766'JUNCTION WITH WOLFTRAP ROAD.  MARK IS A STANDARD TRAVERSE
 HV2766'STATION DISK SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2766'PROJECTING 3 INCHES AND IS 3 FT. N OF STEEL POST WITH WITNESS
 HV2766'MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2767 ***********************************************************************
 HV2767  DESIGNATION -  AH 15
 HV2767  PID         -  HV2767
 HV2767  STATE/COUNTY-  VA/FAIRFAX
 HV2767  USGS QUAD   -  VIENNA (1994)
 HV2767
 HV2767                         *CURRENT SURVEY CONTROL
 HV2767  ___________________________________________________________________
 HV2767* NAD 83(1993)-  38 56 03.24785(N)    077 15 48.41343(W)     ADJUSTED  
 HV2767* NAVD 88     -       105.921  (meters)     347.51   (feet)  ADJUSTED  
 HV2767  ___________________________________________________________________
 HV2767  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HV2767  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV2767  DYNAMIC HT  -         105.864 (meters)     347.32  (feet)  COMP
 HV2767  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 HV2767
 HV2767  HORZ ORDER  -  SECOND
 HV2767  VERT ORDER  -  SECOND    CLASS 0
 HV2767
 HV2767.The horizontal coordinates were established by classical geodetic methods
 HV2767.and adjusted by the National Geodetic Survey in November 1994..
 HV2767
 HV2767.The orthometric height was determined by differential leveling
 HV2767.and adjusted by the National Geodetic Survey in June 1991..
 HV2767
 HV2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2767
 HV2767.The geoid height was determined by GEOID03.
 HV2767
 HV2767.The dynamic height is computed by dividing the NAVD 88
 HV2767.geopotential number by the normal gravity value computed on the
 HV2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2767.degrees latitude (g = 980.6199 gals.).
 HV2767
 HV2767.The modeled gravity was interpolated from observed gravity values.
 HV2767
 HV2767;                    North         East     Units Scale Factor Converg.
 HV2767;SPC VA N     - 2,141,422.682 3,607,209.985   MT  0.99996363   +0 46 18.3
 HV2767;SPC VA N     - 7,025,650.92 11,834,654.76   sFT  0.99996363   +0 46 18.3
 HV2767;UTM  18      - 4,311,914.638   303,811.909   MT  1.00007397   -1 25 22.3
 HV2767
 HV2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2767!SPC VA N     -   0.99998836  x   0.99996363  =   0.99995199
 HV2767!UTM  18      -   0.99998836  x   1.00007397  =   1.00006233
 HV2767
 HV2767                          SUPERSEDED SURVEY CONTROL
 HV2767
 HV2767  NAD 83(1993)-  38 56 03.24679(N)    077 15 48.41524(W) AD(       ) 2
 HV2767  NAD 83(1986)-  38 56 03.24676(N)    077 15 48.42481(W) AD(       ) 2
 HV2767  NAD 27      -  38 56 02.84941(N)    077 15 49.48158(W) AD(       ) 2
 HV2767  NGVD 29 (??/??/??)  106.146  (m)          348.25   (f) ADJUSTED    2 0
 HV2767
 HV2767.Superseded values are not recommended for survey control.
 HV2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2767.See file dsdata.txt to determine how the superseded data were derived.
 HV2767
 HV2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0381211915(NAD 83)
 HV2767_MARKER: DE = TRAVERSE STATION DISK
 HV2767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2767_SP_SET: CONC MONUMENT
 HV2767_STAMPING: AH 15 1960
 HV2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2767
 HV2767  HISTORY     - Date     Condition        Report By
 HV2767  HISTORY     - 1960     MONUMENTED       CGS
 HV2767  HISTORY     - 1960     GOOD             CGS
 HV2767
 HV2767                          STATION DESCRIPTION
 HV2767
 HV2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2767'STATION IS LOCATED ABOUT 2.4 MILES NW OF TYSONS CORNER AND
 HV2767'0.5 MILES NNE OF FOUR CORNERS.  200 FT. N OF THE PROPOSED
 HV2767'CENTER LINE OF THE AIRPORT ACCESS HWY. AND 1450 FT. SE OF THE
 HV2767'JUNCTION FORMED BY THE ACCESS HWY. AND WOLFTRAP ROAD.
 HV2767'
 HV2767'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2767'AH-15 1960 SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2767'PROJECTING 3 INCHES.  A STEEL POST WITH WITNESS MARK PLATE
 HV2767'ATTACHED IS 3 FT. N OF THE STATION.
 HV2767
 HV2767                          STATION RECOVERY (1960)
 HV2767
 HV2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2767'2.5 MI N FROM VIENNA.
 HV2767'MARK IS LOCATED 200 FT. N. OF THE PROPOSED CENTERLINE OF THE
 HV2767'DULLES INTERNATIONAL AIRPORT ACCESS HWY., 1450 FT. SE OF ITS
 HV2767'JUNCTION WITH WOLFTRAP ROAD.  MARK IS A STANDARD TRAVERSE STATION
 HV2767'DISK SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT PROJECTING
 HV2767'3 INCHES AND 3 FT. S OF A STEEL POST WITH WITNESS MARK PLATE
 HV2767'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2319 ***********************************************************************
 HV2319  DESIGNATION -  AH 16
 HV2319  PID         -  HV2319
 HV2319  STATE/COUNTY-  VA/FAIRFAX
 HV2319  USGS QUAD   -  FALLS CHURCH (1994)
 HV2319
 HV2319                         *CURRENT SURVEY CONTROL
 HV2319  ___________________________________________________________________
 HV2319* NAD 83(1993)-  38 55 54.13135(N)    077 14 47.33645(W)     ADJUSTED  
 HV2319* NAVD 88     -       122.121  (meters)     400.66   (feet)  ADJUSTED  
 HV2319  ___________________________________________________________________
 HV2319  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HV2319  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV2319  DYNAMIC HT  -         122.055 (meters)     400.44  (feet)  COMP
 HV2319  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 HV2319
 HV2319  HORZ ORDER  -  SECOND
 HV2319  VERT ORDER  -  SECOND    CLASS 0
 HV2319
 HV2319.The horizontal coordinates were established by classical geodetic methods
 HV2319.and adjusted by the National Geodetic Survey in November 1994..
 HV2319
 HV2319.The orthometric height was determined by differential leveling
 HV2319.and adjusted by the National Geodetic Survey in June 1991..
 HV2319
 HV2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2319
 HV2319.The geoid height was determined by GEOID03.
 HV2319
 HV2319.The dynamic height is computed by dividing the NAVD 88
 HV2319.geopotential number by the normal gravity value computed on the
 HV2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2319.degrees latitude (g = 980.6199 gals.).
 HV2319
 HV2319.The modeled gravity was interpolated from observed gravity values.
 HV2319
 HV2319;                    North         East     Units Scale Factor Converg.
 HV2319;SPC VA N     - 2,141,161.539 3,608,684.683   MT  0.99996338   +0 46 56.4
 HV2319;SPC VA N     - 7,024,794.15 11,839,493.00   sFT  0.99996338   +0 46 56.4
 HV2319;UTM  18      - 4,311,597.184   305,275.681   MT  1.00006692   -1 24 43.6
 HV2319
 HV2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2319!SPC VA N     -   0.99998582  x   0.99996338  =   0.99994920
 HV2319!UTM  18      -   0.99998582  x   1.00006692  =   1.00005274
 HV2319
 HV2319                          SUPERSEDED SURVEY CONTROL
 HV2319
 HV2319  NAD 83(1993)-  38 55 54.13038(N)    077 14 47.33852(W) AD(       ) 2
 HV2319  NAD 83(1986)-  38 55 54.13037(N)    077 14 47.34803(W) AD(       ) 2
 HV2319  NAD 27      -  38 55 53.73260(N)    077 14 48.40597(W) AD(       ) 2
 HV2319  NGVD 29 (??/??/??)  122.344  (m)          401.39   (f) ADJUSTED    2 0
 HV2319
 HV2319.Superseded values are not recommended for survey control.
 HV2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2319.See file dsdata.txt to determine how the superseded data were derived.
 HV2319
 HV2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0527611597(NAD 83)
 HV2319_MARKER: DE = TRAVERSE STATION DISK
 HV2319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2319_SP_SET: MONUMENT
 HV2319_STAMPING: AH 16 1960
 HV2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2319
 HV2319  HISTORY     - Date     Condition        Report By
 HV2319  HISTORY     - 1960     MONUMENTED       CGS
 HV2319  HISTORY     - 1960     GOOD             CGS
 HV2319
 HV2319                          STATION DESCRIPTION
 HV2319
 HV2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2319'STATION IS LOCATED ABOUT 1.4 MILES NW OF THE INTERSECTION
 HV2319'OF ROUTE 7 AND 123 AT TYSONS CORNER.  IT IS IN THE SE CORNER
 HV2319'OF THE PROPOSED INTERCHANGE OF THE CHANTILLY AIRPORT ACCESS
 HV2319'HWY. AND ROUTE 7, 550 FT. SW OF ROUTE 7 AND 800 FT. SE OF
 HV2319'CENTER LINE OF THE ACCESS HWY.
 HV2319'
 HV2319'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2319'AH-16 1960, SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2319'PROJECTING 3 INCHES.  A STEEL POST WITH WITNESS MARK PLATE
 HV2319'ATTACHED IS 3 FT. S OF THE STATION.
 HV2319
 HV2319                          STATION RECOVERY (1960)
 HV2319
 HV2319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2319'2.5 MI NW FROM VIENNA.
 HV2319'MARK IS LOCATED 1.4 MILES NW ALONG ROUTE 7 FROM TYSONS CORNER
 HV2319'IN THE SE CORNER FORMED BY THE DULLES INTERNATIONAL ACCESS HWY.
 HV2319'AND ROUTE 7 INTERCHANGE.  MARK IS A STANDARD TRAVERSE STATION DISK
 HV2319'SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT PROJECTING 3
 HV2319'INCHES AND 3 FT. N OF A STEEL POST WITH WITNESS MARK PLATE
 HV2319'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2318 ***********************************************************************
 HV2318  DESIGNATION -  AH 18
 HV2318  PID         -  HV2318
 HV2318  STATE/COUNTY-  VA/FAIRFAX
 HV2318  USGS QUAD   -  FALLS CHURCH (1994)
 HV2318
 HV2318                         *CURRENT SURVEY CONTROL
 HV2318  ___________________________________________________________________
 HV2318* NAD 83(1993)-  38 56 03.39840(N)    077 14 34.80502(W)     ADJUSTED  
 HV2318* NAVD 88     -       112.178  (meters)     368.04   (feet)  ADJUSTED  
 HV2318  ___________________________________________________________________
 HV2318  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HV2318  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV2318  DYNAMIC HT  -         112.117 (meters)     367.84  (feet)  COMP
 HV2318  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 HV2318
 HV2318  HORZ ORDER  -  SECOND
 HV2318  VERT ORDER  -  SECOND    CLASS 0
 HV2318
 HV2318.The horizontal coordinates were established by classical geodetic methods
 HV2318.and adjusted by the National Geodetic Survey in November 1994..
 HV2318
 HV2318.The orthometric height was determined by differential leveling
 HV2318.and adjusted by the National Geodetic Survey in June 1991..
 HV2318
 HV2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2318
 HV2318.The geoid height was determined by GEOID03.
 HV2318
 HV2318.The dynamic height is computed by dividing the NAVD 88
 HV2318.geopotential number by the normal gravity value computed on the
 HV2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2318.degrees latitude (g = 980.6199 gals.).
 HV2318
 HV2318.The modeled gravity was interpolated from observed gravity values.
 HV2318
 HV2318;                    North         East     Units Scale Factor Converg.
 HV2318;SPC VA N     - 2,141,451.399 3,608,982.563   MT  0.99996363   +0 47 04.3
 HV2318;SPC VA N     - 7,025,745.13 11,840,470.29   sFT  0.99996363   +0 47 04.3
 HV2318;UTM  18      - 4,311,875.453   305,584.474   MT  1.00006544   -1 24 36.0
 HV2318
 HV2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2318!SPC VA N     -   0.99998738  x   0.99996363  =   0.99995101
 HV2318!UTM  18      -   0.99998738  x   1.00006544  =   1.00005282
 HV2318
 HV2318                          SUPERSEDED SURVEY CONTROL
 HV2318
 HV2318  NAD 83(1993)-  38 56 03.39744(N)    077 14 34.80709(W) AD(       ) 2
 HV2318  NAD 83(1986)-  38 56 03.39743(N)    077 14 34.81661(W) AD(       ) 2
 HV2318  NAD 27      -  38 56 02.99992(N)    077 14 35.87464(W) AD(       ) 2
 HV2318  NGVD 29 (??/??/??)  112.401  (m)          368.77   (f) ADJUSTED    2 0
 HV2318
 HV2318.Superseded values are not recommended for survey control.
 HV2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2318.See file dsdata.txt to determine how the superseded data were derived.
 HV2318
 HV2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0558411875(NAD 83)
 HV2318_MARKER: DE = TRAVERSE STATION DISK
 HV2318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2318_SP_SET: MONUMENT
 HV2318_STAMPING: AH 18 1960
 HV2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2318
 HV2318  HISTORY     - Date     Condition        Report By
 HV2318  HISTORY     - 1960     MONUMENTED       CGS
 HV2318  HISTORY     - 1960     GOOD             CGS
 HV2318
 HV2318                          STATION DESCRIPTION
 HV2318
 HV2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2318'STATION IS LOCATED ABOUT 1.4 MILES NW OF THE INTERSECTION
 HV2318'OF ROUTE 7 AND 123 AT TYSONS CORNER, ON THE PROPERTY OF MR.
 HV2318'CAPPER.  ABOUT 810 FT. NE OF THE CENTER LINE OF ROUTE 7 AND
 HV2318'200 FT. SSE OF PROPOSED CENTERLINE OF THE CHANTILLY AIRPORT
 HV2318'ACCESS HIGHWAY.
 HV2318'
 HV2318'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK STAMPED
 HV2318'AH-18 1960 SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2318'SET FLUSH WITH THE GROUND.  A STEEL POST WITH WITNESS MARK
 HV2318'PLATE ATTACHED IS 14 FT. S OF THE STATION.
 HV2318
 HV2318                          STATION RECOVERY (1960)
 HV2318
 HV2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2318'2.2 MI NW FROM VIENNA.
 HV2318'MARK IS LOCATED ABOUT 1.4 MILES NW ALONG ROUTE 7 FROM TYSONS
 HV2318'CORNER, 810 FT. NE OF ROUTE 7 AND 200 FT. SSE OF THE PROPOSED
 HV2318'CENTERLINE OF THE DULLES INTERNATIONAL AIRPORT ACCESS HWY.  MARK
 HV2318'IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 6-INCH
 HV2318'ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND IS 14 FT. N
 HV2318'OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2780 ***********************************************************************
 HV2780  DESIGNATION -  AH 2
 HV2780  PID         -  HV2780
 HV2780  STATE/COUNTY-  VA/FAIRFAX
 HV2780  USGS QUAD   -  HERNDON (1994)
 HV2780
 HV2780                         *CURRENT SURVEY CONTROL
 HV2780  ___________________________________________________________________
 HV2780* NAD 83(1993)-  38 57 42.51343(N)    077 25 00.99355(W)     ADJUSTED  
 HV2780* NAVD 88     -       105.597  (meters)     346.45   (feet)  ADJUSTED  
 HV2780  ___________________________________________________________________
 HV2780  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 HV2780  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV2780  DYNAMIC HT  -         105.540 (meters)     346.26  (feet)  COMP
 HV2780  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 HV2780
 HV2780  HORZ ORDER  -  SECOND
 HV2780  VERT ORDER  -  SECOND    CLASS 0
 HV2780
 HV2780.The horizontal coordinates were established by classical geodetic methods
 HV2780.and adjusted by the National Geodetic Survey in November 1994..
 HV2780
 HV2780.The orthometric height was determined by differential leveling
 HV2780.and adjusted by the National Geodetic Survey in June 1991..
 HV2780
 HV2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2780
 HV2780.The geoid height was determined by GEOID03.
 HV2780
 HV2780.The dynamic height is computed by dividing the NAVD 88
 HV2780.geopotential number by the normal gravity value computed on the
 HV2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2780.degrees latitude (g = 980.6199 gals.).
 HV2780
 HV2780.The modeled gravity was interpolated from observed gravity values.
 HV2780
 HV2780;                    North         East     Units Scale Factor Converg.
 HV2780;SPC VA N     - 2,144,315.319 3,593,866.447   MT  0.99996640   +0 40 33.4
 HV2780;SPC VA N     - 7,035,141.18 11,790,876.83   sFT  0.99996640   +0 40 33.4
 HV2780;UTM  18      - 4,315,316.804   290,587.104   MT  1.00014003   -1 31 13.2
 HV2780
 HV2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2780!SPC VA N     -   0.99998843  x   0.99996640  =   0.99995483
 HV2780!UTM  18      -   0.99998843  x   1.00014003  =   1.00012845
 HV2780
 HV2780                          SUPERSEDED SURVEY CONTROL
 HV2780
 HV2780  NAD 83(1993)-  38 57 42.51308(N)    077 25 00.99711(W) AD(       ) 2
 HV2780  NAD 83(1986)-  38 57 42.51304(N)    077 25 01.00623(W) AD(       ) 2
 HV2780  NAD 27      -  38 57 42.11640(N)    077 25 02.04650(W) AD(       ) 2
 HV2780  NGVD 29 (??/??/??)  105.801  (m)          347.12   (f) ADJUSTED    2 0
 HV2780
 HV2780.Superseded values are not recommended for survey control.
 HV2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2780.See file dsdata.txt to determine how the superseded data were derived.
 HV2780
 HV2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9058715317(NAD 83)
 HV2780_MARKER: DE = TRAVERSE STATION DISK
 HV2780_SETTING: 66 = SET IN ROCK OUTCROP
 HV2780_SP_SET: ROCK OUTCROP
 HV2780_STAMPING: A H 2 1959
 HV2780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV2780+STABILITY: POSITION/ELEVATION WELL
 HV2780
 HV2780  HISTORY     - Date     Condition        Report By
 HV2780  HISTORY     - 1959     MONUMENTED       CGS
 HV2780  HISTORY     - 1959     GOOD             CGS
 HV2780  HISTORY     - 1973     GOOD             NGS
 HV2780
 HV2780                          STATION DESCRIPTION
 HV2780
 HV2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2780'STATION IS LOCATED 2.0 MILES WSW OF HERNDON ON THE PROPERTY
 HV2780'OF GRACE M. BEARD ABOUT 200 FT. NO OF THE PROPOSED CENTERLINE
 HV2780'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2780'
 HV2780'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK STAMPED
 HV2780'AH-2 1959 SET IN THE TOP OF A LARGE ROCK OUTCROP.
 HV2780'
 HV2780'TO REACH THE STATION FROM THE POST OFFICE AT HERNDON, GO
 HV2780'W ALONG STATE HWY. 28 A DISTANCE OF 0.55 MILES, THENCE 1.0
 HV2780'MILES ALONG STATE HWY. 606, THEN 1.15 MILES ALONG STATE HWY.
 HV2780'605 TO STATION SITE ON E SIDE OF ROAD.
 HV2780'
 HV2780'STATION IS TO THE SE OF A GROUP OF FARM BUILDINGS, 3 FT. S
 HV2780'OF AN 18 IN. OAK TREE IN A FENCE ROW AND 120 FT. SW OF A
 HV2780'FENCE CORNER.
 HV2780
 HV2780                          STATION RECOVERY (1959)
 HV2780
 HV2780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2780'2 MI SW FROM HERNDON.
 HV2780'0.55 MILE W ALONG ST. HWY. 28 FROM THE POST OFFICE AT HERNDON,
 HV2780'THENCE 1.00 MILE NW ALONG ST. HWY. 606, THENCE 1.15 MILE SW ALONG
 HV2780'ST. HWY. 605.  ABOUT 200 FT. N OF THE PROPOSED CENTERLINE OF
 HV2780'THE CHANTILLY AIRPORT ACCESS ROAD, ABOUT 240 FT. SE OF THE SE
 HV2780'CORNER OF THE FARM HOUSE AT ROCK RIDGE FARM AND ABOUT 240 FT.
 HV2780'SW OF A CONCRETE WELL FOUNDATION.  MARK IS 3 FT. S OF AN 18 IN.
 HV2780'OAK TREE IN A FENCE ROW AND 120 FT. SW OF A FENCE CORNER, SET
 HV2780'IN A LARGE ROCK OUTCROP ABOUT EVEN WITH THE GROUND.
 HV2780
 HV2780                          STATION RECOVERY (1973)
 HV2780
 HV2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2779 ***********************************************************************
 HV2779  DESIGNATION -  AH 3
 HV2779  PID         -  HV2779
 HV2779  STATE/COUNTY-  VA/FAIRFAX
 HV2779  USGS QUAD   -  HERNDON (1994)
 HV2779
 HV2779                         *CURRENT SURVEY CONTROL
 HV2779  ___________________________________________________________________
 HV2779* NAD 83(1993)-  38 57 31.88994(N)    077 24 24.04144(W)     ADJUSTED  
 HV2779* NAVD 88     -       120.168  (meters)     394.25   (feet)  ADJUSTED  
 HV2779  ___________________________________________________________________
 HV2779  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 HV2779  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2779  DYNAMIC HT  -         120.103 (meters)     394.04  (feet)  COMP
 HV2779  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 HV2779
 HV2779  HORZ ORDER  -  SECOND
 HV2779  VERT ORDER  -  SECOND    CLASS 0
 HV2779
 HV2779.The horizontal coordinates were established by classical geodetic methods
 HV2779.and adjusted by the National Geodetic Survey in November 1994..
 HV2779
 HV2779.The orthometric height was determined by differential leveling
 HV2779.and adjusted by the National Geodetic Survey in June 1991..
 HV2779
 HV2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2779
 HV2779.The geoid height was determined by GEOID03.
 HV2779
 HV2779.The dynamic height is computed by dividing the NAVD 88
 HV2779.geopotential number by the normal gravity value computed on the
 HV2779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2779.degrees latitude (g = 980.6199 gals.).
 HV2779
 HV2779.The modeled gravity was interpolated from observed gravity values.
 HV2779
 HV2779;                    North         East     Units Scale Factor Converg.
 HV2779;SPC VA N     - 2,143,998.298 3,594,759.908   MT  0.99996609   +0 40 56.5
 HV2779;SPC VA N     - 7,034,101.08 11,793,808.13   sFT  0.99996609   +0 40 56.5
 HV2779;UTM  18      - 4,314,965.716   291,467.911   MT  1.00013549   -1 30 49.6
 HV2779
 HV2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2779!SPC VA N     -   0.99998614  x   0.99996609  =   0.99995223
 HV2779!UTM  18      -   0.99998614  x   1.00013549  =   1.00012162
 HV2779
 HV2779                          SUPERSEDED SURVEY CONTROL
 HV2779
 HV2779  NAD 83(1993)-  38 57 31.88962(N)    077 24 24.04470(W) AD(       ) 2
 HV2779  NAD 83(1986)-  38 57 31.88982(N)    077 24 24.05399(W) AD(       ) 2
 HV2779  NAD 27      -  38 57 31.49302(N)    077 24 25.09540(W) AD(       ) 2
 HV2779  NGVD 29 (??/??/??)  120.374  (m)          394.93   (f) ADJUSTED    2 0
 HV2779
 HV2779.Superseded values are not recommended for survey control.
 HV2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2779.See file dsdata.txt to determine how the superseded data were derived.
 HV2779
 HV2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9146814966(NAD 83)
 HV2779_MARKER: DE = TRAVERSE STATION DISK
 HV2779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2779_SP_SET: CONC TILE
 HV2779_STAMPING: A H 3 1959
 HV2779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2779
 HV2779  HISTORY     - Date     Condition        Report By
 HV2779  HISTORY     - 1959     MONUMENTED       CGS
 HV2779  HISTORY     - 1959     GOOD             CGS
 HV2779
 HV2779                          STATION DESCRIPTION
 HV2779
 HV2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2779'STATION IS LOCATED ABOUT 1.4 MILES SW OF HERNDON ON THE
 HV2779'PROPERTY OF MR. JENO CSEPLO, ABOUT 400 FT. N OF THE PROPOSED
 HV2779'CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2779'
 HV2779'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2779'AH-3 1959 SET IN THE TOP OF 6 IN. ROUND CONCRETE MONUMENT
 HV2779'PROJECTING 4 IN., 4 FT. S OF A STEEL POST WITH WITNESS MARK
 HV2779'PLATE ATTACHED.
 HV2779'
 HV2779'TO REACH FROM THE POST OFFICE AT HERNDON GO SW ALONG STATE
 HV2779'HWY. 657 A DISTANCE OF 1.55 MILES, TURN RIGHT INTO DRIVEWAY
 HV2779'AND GO 0.15 MILES TO HOUSE OCCUPIED BY MR. CSEPLO., STATION
 HV2779'IS ABOUT 1200 FT. N OF THE HOUSE IN A FARM LANE NEAR FENCE
 HV2779'INTERSECTION, 5 FT. S OF THE N FENCE, 10 FT. N OF THE S FENCE
 HV2779'AND 95 FT. E OF A 20 IN. LONE CEDAR.
 HV2779
 HV2779                          STATION RECOVERY (1959)
 HV2779
 HV2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2779'1.6 MI SW FROM HERNDON.
 HV2779'1.55 MILES SW ALONG ST. HWY. 657 FROM THE POST OFFICE AT HERNDON,
 HV2779'AT THE WHALEN FARM, ABOUT 1025 FT. W ALONG THE N LIMITS OF THE
 HV2779'FARM FROM THE CENTERLINE OF ST. HWY. 657.  MARK IS 5 FT. S OF THE
 HV2779'N FENCE ALONG A FARM LANE, 10 FT. N OF THE S FENCE ALONG THE
 HV2779'FARM LANE AND 95 FT. E OF 20 IN. LONE CEDAR TREE IN THE FENCE
 HV2779'ROW OF THE FARM PROPERTY AND FARM LANE, SET IN THE TOP OF 6 IN.
 HV2779'CONCRETE-FILLED TILE, PROJECTING 4 IN. ABOVE THE GROUND.  MARK
 HV2779'IS 4 FT. S OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2778 ***********************************************************************
 HV2778  DESIGNATION -  AH 4
 HV2778  PID         -  HV2778
 HV2778  STATE/COUNTY-  VA/FAIRFAX
 HV2778  USGS QUAD   -  HERNDON (1994)
 HV2778
 HV2778                         *CURRENT SURVEY CONTROL
 HV2778  ___________________________________________________________________
 HV2778* NAD 83(1993)-  38 57 27.09540(N)    077 24 28.41353(W)     ADJUSTED  
 HV2778* NAVD 88     -       117.697  (meters)     386.14   (feet)  ADJUSTED  
 HV2778  ___________________________________________________________________
 HV2778  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 HV2778  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2778  DYNAMIC HT  -         117.633 (meters)     385.93  (feet)  COMP
 HV2778  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 HV2778
 HV2778  HORZ ORDER  -  SECOND
 HV2778  VERT ORDER  -  SECOND    CLASS 0
 HV2778
 HV2778.The horizontal coordinates were established by classical geodetic methods
 HV2778.and adjusted by the National Geodetic Survey in November 1994..
 HV2778
 HV2778.The orthometric height was determined by differential leveling
 HV2778.and adjusted by the National Geodetic Survey in June 1991..
 HV2778
 HV2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2778
 HV2778.The geoid height was determined by GEOID03.
 HV2778
 HV2778.The dynamic height is computed by dividing the NAVD 88
 HV2778.geopotential number by the normal gravity value computed on the
 HV2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2778.degrees latitude (g = 980.6199 gals.).
 HV2778
 HV2778.The modeled gravity was interpolated from observed gravity values.
 HV2778
 HV2778;                    North         East     Units Scale Factor Converg.
 HV2778;SPC VA N     - 2,143,849.209 3,594,656.412   MT  0.99996595   +0 40 53.8
 HV2778;SPC VA N     - 7,033,611.95 11,793,468.58   sFT  0.99996595   +0 40 53.8
 HV2778;UTM  18      - 4,314,820.678   291,358.759   MT  1.00013605   -1 30 52.2
 HV2778
 HV2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2778!SPC VA N     -   0.99998652  x   0.99996595  =   0.99995247
 HV2778!UTM  18      -   0.99998652  x   1.00013605  =   1.00012257
 HV2778
 HV2778                          SUPERSEDED SURVEY CONTROL
 HV2778
 HV2778  NAD 83(1993)-  38 57 27.09507(N)    077 24 28.41677(W) AD(       ) 2
 HV2778  NAD 83(1986)-  38 57 27.09528(N)    077 24 28.42599(W) AD(       ) 2
 HV2778  NAD 27      -  38 57 26.69838(N)    077 24 29.46729(W) AD(       ) 2
 HV2778  NGVD 29 (??/??/??)  117.903  (m)          386.82   (f) ADJUSTED    2 0
 HV2778
 HV2778.Superseded values are not recommended for survey control.
 HV2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2778.See file dsdata.txt to determine how the superseded data were derived.
 HV2778
 HV2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9135914821(NAD 83)
 HV2778_MARKER: DE = TRAVERSE STATION DISK
 HV2778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2778_SP_SET: CONC TILE
 HV2778_STAMPING: A H 4 1959
 HV2778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2778
 HV2778  HISTORY     - Date     Condition        Report By
 HV2778  HISTORY     - 1959     MONUMENTED       CGS
 HV2778  HISTORY     - 1959     GOOD             CGS
 HV2778
 HV2778                          STATION DESCRIPTION
 HV2778
 HV2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2778'STATION IS LOCATED ABOUT 1.5 MILES SW OF HERNDON ON THE
 HV2778'PROPERTY OF MR. JENO CSEPLO, ABOUT 200 FT. S OF THE PROPOSED
 HV2778'CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2778'
 HV2778'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK STAMPED
 HV2778'AH-4 1959 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2778'PROJECTING 4 IN., 3 FT. NE OF A STEEL POST WITH WITNESS
 HV2778'MARK PLATE ATTACHED.
 HV2778'
 HV2778'TO REACH FROM THE POST OFFICE AT HERNDON GO SW ALONG STATE
 HV2778'HWY. 657 A DISTANCE OF 1.55 MILES, TURN RIGHT INTO DRIVEWAY
 HV2778'AND GO 0.15 MILES TO HOUSE OCCUPIED BY MR. CSEPLO AND STATION
 HV2778'TO NW OF HOUSE.
 HV2778'
 HV2778'STATION IS 138 FT. NW OF THE NW CORNER OF HOUSE, 153 FT. NE
 HV2778'OF THE NW CORNER OF SMALL BARN AND 108 FT. NE OF A 10 INCH
 HV2778'PINE IN THE NW CORNER OF YARD.
 HV2778
 HV2778                          STATION RECOVERY (1959)
 HV2778
 HV2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2778'1.6 MI SW FROM HERNDON.
 HV2778'1.55 MILES SW ALONG STATE HIGHWAY 657 FROM THE POST OFFICE IN
 HV2778'HERNDON AT THE WHALEN FARM, ABOUT 980 FT. W ALONG THE S LIMITS
 HV2778'OF THE FARM FROM THE CENTERLINE OF STATE HIGHWAY 657.  MARK IS
 HV2778'ABOUT 200 FEET SOUTH OF THE CENTERLINE OF THE PROPOSED
 HV2778'CHANTILLY AIRPORT ACCESS ROAD.  MARK IS 138 FT. NW OF THE NW
 HV2778'CORNER OF THE FARM HOUSE ON THE CSEPLO FARM, 153 FT. NE OF NW
 HV2778'CORNER OF A SMALL BARN AND 108 FT. NE OF A 10 IN. PINE TREE IN
 HV2778'THE NORTHWEST CORNER OF THE YARD FENCE, SET IN THE TOP OF A
 HV2778'6-INCH CONCRETE-FLLED TILE PROJECTING 4 INCHES ABOVE THE
 HV2778'GROUND.  MARK IS 3 FT. NE OF A STEEL POST WITH WITNESS MARK
 HV2778'PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2777 ***********************************************************************
 HV2777  DESIGNATION -  AH 5
 HV2777  PID         -  HV2777
 HV2777  STATE/COUNTY-  VA/FAIRFAX
 HV2777  USGS QUAD   -  HERNDON (1994)
 HV2777
 HV2777                         *CURRENT SURVEY CONTROL
 HV2777  ___________________________________________________________________
 HV2777* NAD 83(1993)-  38 57 14.93251(N)    077 23 27.08624(W)     ADJUSTED  
 HV2777* NAVD 88     -       126.596  (meters)     415.34   (feet)  ADJUSTED  
 HV2777  ___________________________________________________________________
 HV2777  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 HV2777  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV2777  DYNAMIC HT  -         126.527 (meters)     415.11  (feet)  COMP
 HV2777  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 HV2777
 HV2777  HORZ ORDER  -  SECOND
 HV2777  VERT ORDER  -  SECOND    CLASS 0
 HV2777
 HV2777.The horizontal coordinates were established by classical geodetic methods
 HV2777.and adjusted by the National Geodetic Survey in November 1994..
 HV2777
 HV2777.The orthometric height was determined by differential leveling
 HV2777.and adjusted by the National Geodetic Survey in June 1991..
 HV2777
 HV2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2777
 HV2777.The geoid height was determined by GEOID03.
 HV2777
 HV2777.The dynamic height is computed by dividing the NAVD 88
 HV2777.geopotential number by the normal gravity value computed on the
 HV2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2777.degrees latitude (g = 980.6199 gals.).
 HV2777
 HV2777.The modeled gravity was interpolated from observed gravity values.
 HV2777
 HV2777;                    North         East     Units Scale Factor Converg.
 HV2777;SPC VA N     - 2,143,491.879 3,596,137.380   MT  0.99996561   +0 41 32.0
 HV2777;SPC VA N     - 7,032,439.61 11,798,327.39   sFT  0.99996561   +0 41 32.0
 HV2777;UTM  18      - 4,314,406.794   292,825.192   MT  1.00012855   -1 30 13.2
 HV2777
 HV2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2777!SPC VA N     -   0.99998512  x   0.99996561  =   0.99995073
 HV2777!UTM  18      -   0.99998512  x   1.00012855  =   1.00011367
 HV2777
 HV2777                          SUPERSEDED SURVEY CONTROL
 HV2777
 HV2777  NAD 83(1993)-  38 57 14.93212(N)    077 23 27.08867(W) AD(       ) 2
 HV2777  NAD 83(1986)-  38 57 14.93264(N)    077 23 27.09856(W) AD(       ) 2
 HV2777  NAD 27      -  38 57 14.53554(N)    077 23 28.14168(W) AD(       ) 2
 HV2777  NGVD 29 (??/??/??)  126.806  (m)          416.03   (f) ADJUSTED    2 0
 HV2777
 HV2777.Superseded values are not recommended for survey control.
 HV2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2777.See file dsdata.txt to determine how the superseded data were derived.
 HV2777
 HV2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9282514407(NAD 83)
 HV2777_MARKER: DE = TRAVERSE STATION DISK
 HV2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2777_STAMPING: A H 5 1959
 HV2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2777+STABILITY: SURFACE MOTION
 HV2777
 HV2777  HISTORY     - Date     Condition        Report By
 HV2777  HISTORY     - 1959     MONUMENTED       CGS
 HV2777  HISTORY     - 1959     GOOD             CGS
 HV2777  HISTORY     - 1975     GOOD             VA-059
 HV2777  HISTORY     - 19991115 GOOD             USPSQD
 HV2777
 HV2777                          STATION DESCRIPTION
 HV2777
 HV2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2777'STATION IS LOCATED ABOUT 1.0 MILES S OF HERNDON ON THE PROPERTY
 HV2777'OF MR. T.S. HERIOT, ABOUT 200 FT. N OF THE PROPOSED CENTERLINE
 HV2777'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2777'
 HV2777'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED.
 HV2777'AH-5 1959, SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2777'PROJECTING 8 IN.
 HV2777'
 HV2777'TO REACH FROM THE POST OFFICE AT HERNDON GO 0.45 MILES SE
 HV2777'ALONG STATE HWY. 675 (SPRING STREET) THENCE 0.8 MILES S
 HV2777'ALONG STATE HWY. 666 TO THE STATION SITE.
 HV2777'
 HV2777'STATION IS IN THE WOODS 690 FT. W OF THE CENTERLINE OF STATE
 HV2777'HWY. 666 AND 3 FT. S OF A STEEL POST WITH WITNESS MARK PLATE
 HV2777'ATTACHED.
 HV2777
 HV2777                          STATION RECOVERY (1959)
 HV2777
 HV2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2777'1 MI S FROM HERNDON.
 HV2777'0.45 MILE SE ALONG ST. HWY. 675 (SPRING STREET) FROM THE POST
 HV2777'OFFICE AT HERNDON, THENCE 0.80 MILE S ALONG ST. HWY. 666.
 HV2777'ABOUT 200 FT. N OF THE PROPOSED CENTERLINE OF THE CHANTILLY
 HV2777'AIRPORT ACCESS ROAD AND ABOUT 690 FT. W OF THE CENTERLINE OF
 HV2777'ST. HWY. 666, SET IN THE TOP OF A 6 IN. CONCRETE-FILLED TILE
 HV2777'PROJECTING 8 IN. ABOUT THE GROUND.  MARK IS 3 FT. S OF A STEEL
 HV2777'POST WITH WITNESS MARK PLATE ATTACHED.
 HV2777
 HV2777                          STATION RECOVERY (1975)
 HV2777
 HV2777'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV2777'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PROPOSED CHANTILLY
 HV2777'AIRPORT ROAD HAS BEEN COMPLETED AND NAMED THE DULLES AIRPORT ACCESS
 HV2777'ROAD. SEE FAIRFAX COUNTY TAX MAP 16-4, REVISED TO 1-1-76.
 HV2777
 HV2777                          STATION RECOVERY (1999)
 HV2777
 HV2777'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2776 ***********************************************************************
 HV2776  DESIGNATION -  AH 6
 HV2776  PID         -  HV2776
 HV2776  STATE/COUNTY-  VA/FAIRFAX
 HV2776  USGS QUAD   -  HERNDON (1994)
 HV2776
 HV2776                         *CURRENT SURVEY CONTROL
 HV2776  ___________________________________________________________________
 HV2776* NAD 83(1993)-  38 57 13.69909(N)    077 23 19.27013(W)     ADJUSTED  
 HV2776* NAVD 88     -       124.307  (meters)     407.83   (feet)  ADJUSTED  
 HV2776  ___________________________________________________________________
 HV2776  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 HV2776  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV2776  DYNAMIC HT  -         124.240 (meters)     407.61  (feet)  COMP
 HV2776  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 HV2776
 HV2776  HORZ ORDER  -  SECOND
 HV2776  VERT ORDER  -  SECOND    CLASS 0
 HV2776
 HV2776.The horizontal coordinates were established by classical geodetic methods
 HV2776.and adjusted by the National Geodetic Survey in November 1994..
 HV2776
 HV2776.The orthometric height was determined by differential leveling
 HV2776.and adjusted by the National Geodetic Survey in June 1991..
 HV2776
 HV2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2776
 HV2776.The geoid height was determined by GEOID03.
 HV2776
 HV2776.The dynamic height is computed by dividing the NAVD 88
 HV2776.geopotential number by the normal gravity value computed on the
 HV2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2776.degrees latitude (g = 980.6199 gals.).
 HV2776
 HV2776.The modeled gravity was interpolated from observed gravity values.
 HV2776
 HV2776;                    North         East     Units Scale Factor Converg.
 HV2776;SPC VA N     - 2,143,456.124 3,596,326.020   MT  0.99996557   +0 41 36.9
 HV2776;SPC VA N     - 7,032,322.30 11,798,946.28   sFT  0.99996557   +0 41 36.9
 HV2776;UTM  18      - 4,314,363.830   293,012.354   MT  1.00012759   -1 30 08.2
 HV2776
 HV2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2776!SPC VA N     -   0.99998548  x   0.99996557  =   0.99995105
 HV2776!UTM  18      -   0.99998548  x   1.00012759  =   1.00011307
 HV2776
 HV2776                          SUPERSEDED SURVEY CONTROL
 HV2776
 HV2776  NAD 83(1993)-  38 57 13.69873(N)    077 23 19.27256(W) AD(       ) 2
 HV2776  NAD 83(1986)-  38 57 13.69903(N)    077 23 19.28209(W) AD(       ) 2
 HV2776  NAD 27      -  38 57 13.30191(N)    077 23 20.32544(W) AD(       ) 2
 HV2776  NGVD 29 (??/??/??)  124.518  (m)          408.52   (f) ADJUSTED    2 0
 HV2776
 HV2776.Superseded values are not recommended for survey control.
 HV2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2776.See file dsdata.txt to determine how the superseded data were derived.
 HV2776
 HV2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9301214364(NAD 83)
 HV2776_MARKER: DE = TRAVERSE STATION DISK
 HV2776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2776_SP_SET: CONC TILE
 HV2776_STAMPING: A H 6 1959
 HV2776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2776
 HV2776  HISTORY     - Date     Condition        Report By
 HV2776  HISTORY     - 1959     MONUMENTED       CGS
 HV2776  HISTORY     - 1959     GOOD             CGS
 HV2776  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 HV2776
 HV2776                          STATION DESCRIPTION
 HV2776
 HV2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2776'STATION IS LOCATED 1.0 MILES S OF HERNDON ON THE PROPERTY
 HV2776'OF MR. T.S. HERIOT ABOUT 200 FT. N OF THE PROPOSED CENTERLINE
 HV2776'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2776'
 HV2776'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2776'AH-6 1959 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2776'PROJECTING 5 INCHES.
 HV2776'
 HV2776'TO REACH THE STATION FROM THE POST OFFICE AT HERNDON GO 0.45
 HV2776'MILES SE ALONG STATE HWY. 675 (SPRING STREET) THENCE 0.8
 HV2776'MILES S ALONG STATE HWY. 666 TO HOME OF MR. SWINK AND STATION
 HV2776'SITE.
 HV2776'
 HV2776'STATION IS 70 FT. W OF THE CENTERLINE OF STATE HWY. 666,
 HV2776'110 FT. SE OF THE SE CORNER OF HOUSE, 52 FT. S OF THE DRIVEWAY
 HV2776'TO HOUSE AND 3 FT. S OF A STEEL POST WITH WITNESS MARK
 HV2776'PLATE ATTACHED.
 HV2776
 HV2776                          STATION RECOVERY (1959)
 HV2776
 HV2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2776'1 MI S FROM HERNDON.
 HV2776'0.45 MILES SE ALONG ST. HWY. 675 (SPRING STREET) FROM THE POST
 HV2776'OFFICE AT HERNDON THENCE 0.80 MILES S ALONG ST. HWY. 666.
 HV2776'ABOUT 200 FEET N OF THE PROPOSED CENTERLINE OF THE CHANTILLY
 HV2776'AIRPORT ACCESS ROAD, ABOUT 70 FT. W OF THE CENTERLINE OF ST. HWY.
 HV2776'666, ABOUT 110 FT. SE OF THE SE CORNER OF THE HOUSE (SWINK)
 HV2776'AND ABOUT 52 FT S OF THE CENTERLINE OF DRIVEWAY TO THE HOUSE,
 HV2776'SET IN THE TOP OF A 6 IN. CONCRETE-FILLED TILE, PROJECTING
 HV2776'5 IN ABOVE THE GROUND.  MARK IS 3 FT. S OF A STEEL POST WITH
 HV2776'WITNESS MARK PLATE ATTACHED.
 HV2776
 HV2776                          STATION RECOVERY (1977)
 HV2776
 HV2776'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HV2776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2775 ***********************************************************************
 HV2775  DESIGNATION -  AH 7
 HV2775  PID         -  HV2775
 HV2775  STATE/COUNTY-  VA/FAIRFAX
 HV2775  USGS QUAD   -  HERNDON (1994)
 HV2775
 HV2775                         *CURRENT SURVEY CONTROL
 HV2775  ___________________________________________________________________
 HV2775* NAD 83(1993)-  38 57 12.98290(N)    077 22 32.59097(W)     ADJUSTED  
 HV2775* NAVD 88     -       106.996  (meters)     351.04   (feet)  ADJUSTED  
 HV2775  ___________________________________________________________________
 HV2775  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 HV2775  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV2775  DYNAMIC HT  -         106.938 (meters)     350.85  (feet)  COMP
 HV2775  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 HV2775
 HV2775  HORZ ORDER  -  SECOND
 HV2775  VERT ORDER  -  SECOND    CLASS 0
 HV2775
 HV2775.The horizontal coordinates were established by classical geodetic methods
 HV2775.and adjusted by the National Geodetic Survey in November 1994..
 HV2775
 HV2775.The orthometric height was determined by differential leveling
 HV2775.and adjusted by the National Geodetic Survey in June 1991..
 HV2775
 HV2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2775
 HV2775.The geoid height was determined by GEOID03.
 HV2775
 HV2775.The dynamic height is computed by dividing the NAVD 88
 HV2775.geopotential number by the normal gravity value computed on the
 HV2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2775.degrees latitude (g = 980.6199 gals.).
 HV2775
 HV2775.The modeled gravity was interpolated from observed gravity values.
 HV2775
 HV2775;                    North         East     Units Scale Factor Converg.
 HV2775;SPC VA N     - 2,143,447.725 3,597,450.134   MT  0.99996555   +0 42 06.1
 HV2775;SPC VA N     - 7,032,294.74 11,802,634.31   sFT  0.99996555   +0 42 06.1
 HV2775;UTM  18      - 4,314,312.359   294,135.499   MT  1.00012188   -1 29 38.8
 HV2775
 HV2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2775!SPC VA N     -   0.99998819  x   0.99996555  =   0.99995374
 HV2775!UTM  18      -   0.99998819  x   1.00012188  =   1.00011007
 HV2775
 HV2775                          SUPERSEDED SURVEY CONTROL
 HV2775
 HV2775  NAD 83(1993)-  38 57 12.98260(N)    077 22 32.59331(W) AD(       ) 2
 HV2775  NAD 83(1986)-  38 57 12.98233(N)    077 22 32.60201(W) AD(       ) 2
 HV2775  NAD 27      -  38 57 12.58520(N)    077 22 33.64669(W) AD(       ) 2
 HV2775  NGVD 29 (??/??/??)  107.210  (m)          351.74   (f) ADJUSTED    2 0
 HV2775
 HV2775.Superseded values are not recommended for survey control.
 HV2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2775.See file dsdata.txt to determine how the superseded data were derived.
 HV2775
 HV2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9413514312(NAD 83)
 HV2775_MARKER: DE = TRAVERSE STATION DISK
 HV2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2775_STAMPING: A H 7 1959
 HV2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2775+STABILITY: SURFACE MOTION
 HV2775
 HV2775  HISTORY     - Date     Condition        Report By
 HV2775  HISTORY     - 1959     MONUMENTED       CGS
 HV2775  HISTORY     - 1959     GOOD             CGS
 HV2775  HISTORY     - 1976     GOOD             VA-059
 HV2775
 HV2775                          STATION DESCRIPTION
 HV2775
 HV2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2775'STATION IS LOCATED ABOUT 1.3 MILES SE OF HERNDON ON THE
 HV2775'PROPERTY OF O.R. CLARK, ABOUT 200 FT. N OF THE PROPOSED
 HV2775'CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2775'
 HV2775'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2775'AH-7 1959 SET IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 HV2775'PROJECTING 5 INCHES.
 HV2775'
 HV2775'TO REACH FROM THE POST OFFICE AT HERNDON GO 1.25 MILES SE
 HV2775'ALONG STATE HWY. 675 (SPRING STREET) TO THE ATLANTIC SEABOARD
 HV2775'GAS PIPELINE, THEN 900 FT. SW ALONG THE PIPELINE TO STATION
 HV2775'SITE.
 HV2775'
 HV2775'STATION IS IN THE WOODS 320 FT. W OF THE CENTER OF THE PIPELINE
 HV2775'AND 3 FT. S OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
 HV2775
 HV2775                          STATION RECOVERY (1959)
 HV2775
 HV2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2775'1.3 MI SE FROM HERNDON.
 HV2775'1.25 MILES SE ALONG ST. HWY. 675 (SPRING STREET) FROM THE POST
 HV2775'OFFICE AT HERNDON, THENCE 900 FT. SW ALONG THE ATLANTIC
 HV2775'SEABOARD GAS PIPELINE.  ABOUT 200 FT. N OF THE PROPOSED
 HV2775'CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD, ABOUT 320 FT. W
 HV2775'OF THE CENTERLINE OF THE GAS PIPELINE, SET IN THE TOP OF A 6 IN.
 HV2775'CONCRETE-FILLED TILE, PROJECTING 5 IN. ABOVE THE GROUND.  MARK
 HV2775'IS 3 FT. S OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
 HV2775
 HV2775                          STATION RECOVERY (1976)
 HV2775
 HV2775'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV2775'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV2775'MAP 16-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2774 ***********************************************************************
 HV2774  DESIGNATION -  AH 8
 HV2774  PID         -  HV2774
 HV2774  STATE/COUNTY-  VA/FAIRFAX
 HV2774  USGS QUAD   -  VIENNA (1994)
 HV2774
 HV2774                         *CURRENT SURVEY CONTROL
 HV2774  ___________________________________________________________________
 HV2774* NAD 83(1993)-  38 57 13.82541(N)    077 22 15.48186(W)     ADJUSTED  
 HV2774* NAVD 88     -       108.925  (meters)     357.36   (feet)  ADJUSTED  
 HV2774  ___________________________________________________________________
 HV2774  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HV2774  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV2774  DYNAMIC HT  -         108.866 (meters)     357.17  (feet)  COMP
 HV2774  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 HV2774
 HV2774  HORZ ORDER  -  SECOND
 HV2774  VERT ORDER  -  SECOND    CLASS 0
 HV2774
 HV2774.The horizontal coordinates were established by classical geodetic methods
 HV2774.and adjusted by the National Geodetic Survey in November 1994..
 HV2774
 HV2774.The orthometric height was determined by differential leveling
 HV2774.and adjusted by the National Geodetic Survey in June 1991..
 HV2774
 HV2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2774
 HV2774.The geoid height was determined by GEOID03.
 HV2774
 HV2774.The dynamic height is computed by dividing the NAVD 88
 HV2774.geopotential number by the normal gravity value computed on the
 HV2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2774.degrees latitude (g = 980.6199 gals.).
 HV2774
 HV2774.The modeled gravity was interpolated from observed gravity values.
 HV2774
 HV2774;                    North         East     Units Scale Factor Converg.
 HV2774;SPC VA N     - 2,143,478.759 3,597,861.733   MT  0.99996557   +0 42 16.7
 HV2774;SPC VA N     - 7,032,396.56 11,803,984.70   sFT  0.99996557   +0 42 16.7
 HV2774;UTM  18      - 4,314,327.601   294,548.049   MT  1.00011979   -1 29 28.1
 HV2774
 HV2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2774!SPC VA N     -   0.99998789  x   0.99996557  =   0.99995346
 HV2774!UTM  18      -   0.99998789  x   1.00011979  =   1.00010768
 HV2774
 HV2774                          SUPERSEDED SURVEY CONTROL
 HV2774
 HV2774  NAD 83(1993)-  38 57 13.82511(N)    077 22 15.48419(W) AD(       ) 2
 HV2774  NAD 83(1986)-  38 57 13.82488(N)    077 22 15.49292(W) AD(       ) 2
 HV2774  NAD 27      -  38 57 13.42777(N)    077 22 16.53811(W) AD(       ) 2
 HV2774  NGVD 29 (??/??/??)  109.140  (m)          358.07   (f) ADJUSTED    2 0
 HV2774
 HV2774.Superseded values are not recommended for survey control.
 HV2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2774.See file dsdata.txt to determine how the superseded data were derived.
 HV2774
 HV2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9454814328(NAD 83)
 HV2774_MARKER: DE = TRAVERSE STATION DISK
 HV2774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2774_SP_SET: CONC TILE
 HV2774_STAMPING: A H 8 1959
 HV2774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2774
 HV2774  HISTORY     - Date     Condition        Report By
 HV2774  HISTORY     - 1959     MONUMENTED       CGS
 HV2774  HISTORY     - 1959     GOOD             CGS
 HV2774
 HV2774                          STATION DESCRIPTION
 HV2774
 HV2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2774'STATION IS LOCATED ABOUT 1.40 MILES SE OF HERNDON ON PROPERTY
 HV2774'OWNED BY A.S. BOWMAN ABOUT 200 FT. N OF THE PROPOSED CENTERLINE
 HV2774'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2774'
 HV2774'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2774'AH-8 1959 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2774'PROJECTING 4 INCHES.
 HV2774'
 HV2774'TO REACH FROM THE POST OFFICE AT HERNDON GO 1.40 MILES SE
 HV2774'ALONG STATE HWY. 675 (SPRING STREET) TO FAINT WOODS ROAD ON
 HV2774'RIGHT, THEN ALONG WOODS ROAD (ON FOOT) TO STATION.  STATION
 HV2774'IS IN THE CENTER OF THE WOODS ROAD, ABOUT 850 FT. S OF THE
 HV2774'CENTERLINE OF STATE HWY. 675, ABOUT 950 FT. E OF PIPELINE,
 HV2774'550 FT. SW OF THE SW CORNER OF OPEN FIELD AND 3 FT. S OF A
 HV2774'STEEL POST WITH WITNESS MARK PLATE ATTACHED.
 HV2774
 HV2774                          STATION RECOVERY (1959)
 HV2774
 HV2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2774'1.4 MI SE FROM HERNDON.
 HV2774'1.40 MILES SE ALONG ST. HWY. 675 (SPRING ST.) FROM THE POST
 HV2774'OFFICE AT HERNDON.  (MARK MAY ALSO BE REACHED FROM THE RAILROAD
 HV2774'STATION AT SUNSET HILLS, 0.25 MILES S ALONG ST. HWY. 601, THENCE
 HV2774'0.95 MILES W ALONG ST. HWY. 675).  ABOUT 200 FT N OF THE
 HV2774'PROPOSED CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD, ABOUT
 HV2774'850 FT S OF THE CENTERLINE OF ST. HWY. 675, ABOUT 950 FT E OF
 HV2774'THE CENTERLINE OF THE ATLANTIC SEABOARD GAS PIPE LINE AND ABOUT
 HV2774'550 FT SW OF THE SW CORNER OF AN OPEN FIELD (PATRIARCA), SET
 HV2774'IN THE TOP OF A 6 IN. CONCRETE-FILLED TILE PROJECTING 4 IN.
 HV2774'ABOVE THE GROUND.  MARK IS 3 FT S OF A STEEL POST WITH WITNESS
 HV2774'MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2772 ***********************************************************************
 HV2772  DESIGNATION -  AH 9
 HV2772  PID         -  HV2772
 HV2772  STATE/COUNTY-  VA/FAIRFAX
 HV2772  USGS QUAD   -  VIENNA (1994)
 HV2772
 HV2772                         *CURRENT SURVEY CONTROL
 HV2772  ___________________________________________________________________
 HV2772* NAD 83(1993)-  38 57 07.37036(N)    077 21 34.81732(W)     ADJUSTED  
 HV2772* NAVD 88     -       125.776  (meters)     412.65   (feet)  ADJUSTED  
 HV2772  ___________________________________________________________________
 HV2772  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HV2772  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV2772  DYNAMIC HT  -         125.708 (meters)     412.43  (feet)  COMP
 HV2772  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 HV2772
 HV2772  HORZ ORDER  -  SECOND
 HV2772  VERT ORDER  -  SECOND    CLASS 0
 HV2772
 HV2772.The horizontal coordinates were established by classical geodetic methods
 HV2772.and adjusted by the National Geodetic Survey in November 1994..
 HV2772
 HV2772.The orthometric height was determined by differential leveling
 HV2772.and adjusted by the National Geodetic Survey in June 1991..
 HV2772
 HV2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2772
 HV2772.The geoid height was determined by GEOID03.
 HV2772
 HV2772.The dynamic height is computed by dividing the NAVD 88
 HV2772.geopotential number by the normal gravity value computed on the
 HV2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2772.degrees latitude (g = 980.6199 gals.).
 HV2772
 HV2772.The modeled gravity was interpolated from observed gravity values.
 HV2772
 HV2772;                    North         East     Units Scale Factor Converg.
 HV2772;SPC VA N     - 2,143,291.826 3,598,843.238   MT  0.99996539   +0 42 42.1
 HV2772;SPC VA N     - 7,031,783.27 11,807,204.86   sFT  0.99996539   +0 42 42.1
 HV2772;UTM  18      - 4,314,103.167   295,521.820   MT  1.00011487   -1 29 02.3
 HV2772
 HV2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2772!SPC VA N     -   0.99998525  x   0.99996539  =   0.99995064
 HV2772!UTM  18      -   0.99998525  x   1.00011487  =   1.00010011
 HV2772
 HV2772                          SUPERSEDED SURVEY CONTROL
 HV2772
 HV2772  NAD 83(1993)-  38 57 07.36996(N)    077 21 34.81963(W) AD(       ) 2
 HV2772  NAD 83(1986)-  38 57 07.36973(N)    077 21 34.82843(W) AD(       ) 2
 HV2772  NAD 27      -  38 57 06.97251(N)    077 21 35.87489(W) AD(       ) 2
 HV2772  NGVD 29 (??/??/??)  125.994  (m)          413.37   (f) ADJUSTED    2 0
 HV2772
 HV2772.Superseded values are not recommended for survey control.
 HV2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2772.See file dsdata.txt to determine how the superseded data were derived.
 HV2772
 HV2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9552214103(NAD 83)
 HV2772_MARKER: DE = TRAVERSE STATION DISK
 HV2772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2772_SP_SET: CONC TILE
 HV2772_STAMPING: A H 9
 HV2772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2772
 HV2772  HISTORY     - Date     Condition        Report By
 HV2772  HISTORY     - 1959     MONUMENTED       CGS
 HV2772  HISTORY     - 1959     GOOD             CGS
 HV2772
 HV2772                          STATION DESCRIPTION
 HV2772
 HV2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (IYF)
 HV2772'STATION IS LOCATED 0.5 MILES SW OF SUNSET HILLS ON THE PROPERTY
 HV2772'OF A.S. BOWMAN ABOUT 200 FT. S OF THE PROPOSED CENTERLINE
 HV2772'OF THE CHANTILLY AIRPORT ACCESS ROAD.
 HV2772'
 HV2772'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK, STAMPED
 HV2772'AH-9 1959 SET IN THE TOP OF A 6 IN. ROUND CONCRETE MONUMENT
 HV2772'PROJECTING 5 IN.
 HV2772'
 HV2772'TO REACH THE STATION FROM THE POST OFFICE AT SUNSET HILLS
 HV2772'GO 0.25 MILES S ON STATE HWY. 675 TO WOODEN GATE ON LEFT.
 HV2772'STATION IS IN THE OPEN FIELD 590 FT. S OF THE CENTERLINE
 HV2772'OF STATE HWY. 601, 40 FT. E OF FENCE LINE ALONG W SIDE OF
 HV2772'FIELD AND 3 FT. N OF A STEEL POST WITH WITNESS MARK PLATE
 HV2772'ATTACHED.
 HV2772
 HV2772                          STATION RECOVERY (1959)
 HV2772
 HV2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV2772'0.5 MI SW FROM SUNSET HILLS.
 HV2772'0.1 MILES S ALONG ST. HWY. 601 FROM THE RAILROAD STATION AT
 HV2772'SUNSET HILLS, THENCE 0.15 MILES S ALONG ST. HWY. 601 AND ST. HWY.
 HV2772'675, THENCE 0.30 MILES W ALONG ST. HWY. 675.  ABOUT 200 FT S
 HV2772'OF THE PROPOSED CENTERLINE OF THE CHANTILLY AIRPORT ACCESS ROAD,
 HV2772'ABOUT 590 FT S OF THE CENTERLINE OF ST. HWY. 675, ABOUT 1230 FT
 HV2772'W OF THE CENTERLINE OF ST. HWY. 601 AND ABOUT 40 FT E OF A FENCE
 HV2772'ALONG THE W SIDE OF A CLEARED FIELD, SET IN THE TOP OF A 6 IN.
 HV2772'CONCRETE-FILLED TILE PROJECTING 5 IN. ABOVE THE GROUND.  MARK IS
 HV2772'3 FT N OF A STEEL POST WITH WITNESS MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1152 ***********************************************************************
 GW1152  CBN         -  This is a Cooperative Base Network Control Station.
 GW1152  PACS        -  This is a Primary Airport Control Station.
 GW1152  DESIGNATION -  AIR
 GW1152  PID         -  GW1152
 GW1152  STATE/COUNTY-  VA/CAMPBELL
 GW1152  USGS QUAD   -  CITY FARM (1985)
 GW1152
 GW1152                         *CURRENT SURVEY CONTROL
 GW1152  ___________________________________________________________________
 GW1152* NAD 83(1993)-  37 19 49.59400(N)    079 12 08.23396(W)     ADJUSTED  
 GW1152* NAVD 88     -       291.815  (meters)     957.40   (feet)  POSTED    
 GW1152  ___________________________________________________________________
 GW1152  X           -     951,331.691 (meters)                     COMP
 GW1152  Y           -  -4,988,137.189 (meters)                     COMP
 GW1152  Z           -   3,846,775.258 (meters)                     COMP
 GW1152  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 GW1152  ELLIP HEIGHT-         260.08  (meters)          (07/14/04) GPS OBS
 GW1152  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW1152  DYNAMIC HT  -         291.590 (meters)     956.66  (feet)  COMP
 GW1152  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 GW1152
 GW1152  HORZ ORDER  -  B
 GW1152  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1152  ELLP ORDER  -  THIRD     CLASS II
 GW1152
 GW1152.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW1152
 GW1152.The horizontal coordinates were established by GPS observations
 GW1152.and adjusted by the National Geodetic Survey in June 1994..
 GW1152
 GW1152.The orthometric height was determined by differential leveling
 GW1152.and adjusted by the National Geodetic Survey in 1992..
 GW1152.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1152.rate of 2.1 thru 3.0 mm/km.
 GW1152.WARNING-GPS observations at this control monument resulted in a GPS
 GW1152.derived orthometric height which differed from the leveled height by
 GW1152.more than one decimeter (0.1 meter).
 GW1152
 GW1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW1152
 GW1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1152
 GW1152.The ellipsoidal height was determined by GPS observations
 GW1152.and is referenced to NAD 83.
 GW1152
 GW1152.The geoid height was determined by GEOID03.
 GW1152
 GW1152.The dynamic height is computed by dividing the NAVD 88
 GW1152.geopotential number by the normal gravity value computed on the
 GW1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1152.degrees latitude (g = 980.6199 gals.).
 GW1152
 GW1152.The modeled gravity was interpolated from observed gravity values.
 GW1152
 GW1152;                    North         East     Units Scale Factor Converg.
 GW1152;SPC VA S     - 1,110,885.361 3,437,763.754   MT  0.99994561   -0 25 34.4
 GW1152;SPC VA S     - 3,644,629.72 11,278,729.92   sFT  0.99994561   -0 25 34.4
 GW1152;UTM  17      - 4,133,045.923   659,265.550   MT  0.99991246   +1 05 25.4
 GW1152
 GW1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1152!SPC VA S     -   0.99995919  x   0.99994561  =   0.99990480
 GW1152!UTM  17      -   0.99995919  x   0.99991246  =   0.99987165
 GW1152
 GW1152:                Primary Azimuth Mark                     Grid Az
 GW1152:SPC VA S     -  MAGNETIC STATION LYH                     040 28 26.9
 GW1152:UTM  17      -  MAGNETIC STATION LYH                     038 57 27.1
 GW1152
 GW1152|---------------------------------------------------------------------|
 GW1152| PID    Reference Object                     Distance      Geod. Az  |
 GW1152|                                                           dddmmss.s |
 GW1152| AA9203 MAGNETIC STATION LYH                409.523 METERS 0400252.5 |
 GW1152| DC3698 AIR AZ MK                                          0685639.5 |
 GW1152| GW2180 AIRPORT BCN PRESTON GLENN APT       131.023 METERS 18104     |
 GW1152| GW1153 LYH ARP                             208.399 METERS 18312     |
 GW1152| GW1151 AIR RM 1                             24.231 METERS 24038     |
 GW1152|---------------------------------------------------------------------|
 GW1152
 GW1152                          SUPERSEDED SURVEY CONTROL
 GW1152
 GW1152  ELLIP H (08/14/01)  260.03   (m)                       GP(       ) 4 1
 GW1152  ELLIP H (06/29/94)  260.09   (m)                       GP(       ) 4 1
 GW1152  NAD 83(1993)-  37 19 49.59406(N)    079 12 08.23395(W) AD(       ) B
 GW1152  ELLIP H (04/04/94)  260.09   (m)                       GP(       ) 4 1
 GW1152  NAD 83(1986)-  37 19 49.59866(N)    079 12 08.24580(W) AD(       ) 2
 GW1152  NAD 27      -  37 19 49.08277(N)    079 12 09.15794(W) AD(       ) 2
 GW1152  NAVD 88 (03/24/98)  291.81   (m)          957.4    (f) LEVELING    3  
 GW1152  NAVD 88 (04/04/94)  291.82   (m)          957.4    (f) LEVELING    3  
 GW1152  NGVD 29 (??/??/92)  292.064  (m)          958.21   (f) ADJ UNCH    2 0
 GW1152
 GW1152.Superseded values are not recommended for survey control.
 GW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1152.See file dsdata.txt to determine how the superseded data were derived.
 GW1152
 GW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5926633046(NAD 83)
 GW1152_MARKER: DE = TRAVERSE STATION DISK
 GW1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1152_SP_SET: CONCRETE POST
 GW1152_STAMPING: AIR 1964
 GW1152_MARK LOGO: CGS   
 GW1152_PROJECTION: FLUSH
 GW1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1152+STABILITY: SURFACE MOTION
 GW1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1152+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 GW1152
 GW1152  HISTORY     - Date     Condition        Report By
 GW1152  HISTORY     - 1964     MONUMENTED       CGS
 GW1152  HISTORY     - 1964     GOOD             CGS
 GW1152  HISTORY     - 1972     GOOD             NGS
 GW1152  HISTORY     - 1972     GOOD             NGS
 GW1152  HISTORY     - 1975     GOOD             NGS
 GW1152  HISTORY     - 1979     GOOD             NGS
 GW1152  HISTORY     - 1991     GOOD             USPSQD
 GW1152  HISTORY     - 19910110 GOOD             HOBBS
 GW1152  HISTORY     - 19920216 GOOD             MSI
 GW1152  HISTORY     - 19930709 GOOD             NGS
 GW1152  HISTORY     - 19941011 GOOD             NGS
 GW1152  HISTORY     - 19960919 GOOD             NGS
 GW1152  HISTORY     - 20000224 GOOD             VADOT
 GW1152  HISTORY     - 20010123 GOOD             GEOMET
 GW1152  HISTORY     - 20010404 GOOD             GEOMET
 GW1152  HISTORY     - 20030422 GOOD             GEOMET
 GW1152
 GW1152                          STATION DESCRIPTION
 GW1152
 GW1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1152'THE STATION IS LOCATED 5-1/2 MILES SOUTH OF LYNCHBURG AT THE
 GW1152'PRESTON GLENN AIRPORT AND 375 FEET NORTH OF THE CONTROL TOWER
 GW1152'DOORS.
 GW1152'
 GW1152'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 29 EXPRESSWAY
 GW1152'AND U.S. HIGHWAY ALT. 29 IN THE SOUTH PART OF LYNCHBURG, GO
 GW1152'SOUTH ON U.S. 29 FOR 2.1 MILES TO A SIDE ROAD RIGHT AT A SIGN
 GW1152'AIRPORT ALSO COUNTY ROAD 678.  TURN RIGHT ON COUNTY ROAD 678 FOR
 GW1152'1.0 MILE TO A SIDE ROAD LEFT AND THE STATION.  TO REACH THE
 GW1152'AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 29 AND COUNTY
 GW1152'ROAD 678, GO SOUTHWEST ON COUNTY ROAD 678 FOR 0.1 MILE TO A
 GW1152'SIDE ROAD LEFT AT MR. L.B. BROWNS MAIL BOX.  TURN LEFT ON
 GW1152'A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 GW1152'ON A PAVED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 GW1152'LEFT JUST BEFORE REACHING TWO RED AND WHITE CHECKERED
 GW1152'BUILDINGS.
 GW1152'
 GW1152'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED AIR
 GW1152'1964, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 IN
 GW1152'BELOW THE SURFACE.  IT IS 89 FEET EAST OF A STOP SIGN,
 GW1152'AND 3 FEET SOUTH OF A CABLE FENCE.
 GW1152'
 GW1152'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1964,
 GW1152'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 GW1152'SURFACE.  IT IS 52 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GW1152'LINE OF COUNTY ROAD 678, 10 FEET EAST OF A STOP SIGN AND 1
 GW1152'FOOT SOUTH OF A CABLE FENCE.
 GW1152'
 GW1152'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AIR 1964, CEMENTED
 GW1152'IN A DRILL HOLE IN THE TOP OF A CULVERT THAT IS 6 INCHES
 GW1152'LOWER THAN THE ROAD.  IT IS 54 FEET NORTH OF THE GATE TO
 GW1152'THE BUILDINGS, 12 FEET EAST OF THE APPROXIMATE CENTER OF THE
 GW1152'PAVED ROAD AND 3 FEET NORTHEAST OF A RED AND WHITE GUARD
 GW1152'POST.
 GW1152
 GW1152                          STATION RECOVERY (1964)
 GW1152
 GW1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1152'3 MI SE FROM TIMBERLAKE.
 GW1152'AT THE LYNCHBURG MUNICIPAL AIRPORT (PRESTON GLENN), SET IN THE
 GW1152'TOP OF A CONCRETE POST, FLUSH, 89 FEET EAST OF A STOP SIGN, 79.50
 GW1152'FEET NORTHEAST OF R.M. 1, 3 FEET SOUTH OF A CABLE FENCE AND IS
 GW1152'ABOUT 2 FEET LOWER THAN THE ROAD THAT LEADS TO THE CONTROL TOWER.
 GW1152
 GW1152                          STATION RECOVERY (1972)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 GW1152'STATION, REFERENCE MARK, AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED
 GW1152'IN GOOD CONDITION.
 GW1152'
 GW1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES S.
 GW1152
 GW1152                          STATION RECOVERY (1972)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 GW1152'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GW1152'
 GW1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES SOUTH
 GW1152'OF LYNCHBURG.
 GW1152
 GW1152                          STATION RECOVERY (1975)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GW1152'THIS STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION OF
 GW1152'TRAVERSE STATION.
 GW1152'
 GW1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES SOUTH
 GW1152'LYNCHBURG AT PRESTON GLENN AIRPORT.
 GW1152
 GW1152                          STATION RECOVERY (1979)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 GW1152'THE STATION, REFERENCE MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 GW1152'CONDITION AS DESCRIBED.
 GW1152'
 GW1152'THE CABLE FENCE MENTIONED IN THE DESCRIPTION IS IN DISREPAIR AND MAY
 GW1152'NOT EXIST IN THE NEAR FUTURE, THEREFORE THE FOLLOWING NEW REFERENCES
 GW1152'ARE PROVIDED--
 GW1152'STATION AIR IS 51.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 GW1152'CHAIN LINK FENCE AROUND FUEL FARM AND 28.2 FEET SOUTH OF THE
 GW1152'SOUTHEAST CORNER OF CHAIN LINK FENCE AROUND FUEL FARM.
 GW1152'
 GW1152'REFEREMCE MARK 1 IS 81.7 FEET SOUTH OF SOUTHWEST CORNER OF CHAIN
 GW1152'LINK FENCE AROUND FUEL FARM AND 65.5 FEET NORTHWEST OF STREET LIGHT
 GW1152'STANDARD.
 GW1152'
 GW1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTH OF
 GW1152'LYNCHBURG.
 GW1152
 GW1152                          STATION RECOVERY (1991)
 GW1152
 GW1152'RECOVERY NOTE BY US POWER SQUADRON 1991 (LS)
 GW1152'RECOVERED IN GOOD CONDITION.
 GW1152
 GW1152                          STATION RECOVERY (1991)
 GW1152
 GW1152'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1991
 GW1152'RECOVERED IN GOOD CONDITION.
 GW1152
 GW1152                          STATION RECOVERY (1992)
 GW1152
 GW1152'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW1152'RECOVERED IN GOOD CONDITION.
 GW1152
 GW1152                          STATION RECOVERY (1993)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW1152'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH OF LYNCHBURG AT THE
 GW1152'LYNCHBURG MUNISIPAL AIRPORT (PRESTON GLENN FIELD), ABOUT 115 M
 GW1152'(377.3 FT) FROM THE OLD CONTROL TOWER ON THE WEST SIDE OF THE
 GW1152'AIRPORT.  OWNERSHIP--CITY OF LYNCHBURG.
 GW1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 460 IN
 GW1152'THE SOUTH PART OF LYNCHBURG, GO SOUTH ON U.S. HIGHWAY 29 FOR 0.3 MI
 GW1152'(0.5 KM) TO AIRPORT ROAD (SECONDARY STATE HIGHWAY 678) ON THE RIGHT,
 GW1152'TURN RIGHT AND GO WESTERLY 1.0 MI (1.6 KM) ON AIRPORT ROAD TO FUEL
 GW1152'TANKS ON THE LEFT AND THE STATION.
 GW1152'LOCATED 15.7 M (51.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN
 GW1152'LINK FENCE AROUND FUEL FARM, 8.6 M (28.2 FT) SOUTH OF THE SOUTHEAST
 GW1152'CORNER OF CHAIN LINK FENCE AROUND FUEL FARM AND 0.3 M (1.0 FT) WEST
 GW1152'OF A WITNESS POST.
 GW1152
 GW1152                          STATION RECOVERY (1994)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 GW1152'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH OF LYNCHBURG AT THE
 GW1152'LYNCHBURG MUNICIPAL AIRPORT, ABOUT 115 M (377.3 FT) NORTH OF THE
 GW1152'CONTROL TOWER ON THE WEST SIDE OF THE AIRPORT.  OWNERSHIP--CITY OF
 GW1152'LYNCHBURG.  CONTACT JIM LAUGHLIN, OPERATIONS CHIEF, AT (804) 582-1152,
 GW1152'OR 1159.
 GW1152' 
 GW1152'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 29 AND 460 IN
 GW1152'THE SOUTH PART OF LYNCHBURG, GO SOUTH ON U.S.  HIGHWAY 29 FOR 0.3 MI
 GW1152'(0.5 KM) TO AIRPORT RD.  (SECONDARY STATE HIGHWAY 678) ON THE RIGHT.
 GW1152'TURN RIGHT AND GO WESTERLY 1.0 MI (1.6 KM) ON AIRPORT RD.  AND FUEL
 GW1152'FARM ON THE LEFT AND THE STATION.
 GW1152' 
 GW1152'LOCATED 15.7 M (51.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN
 GW1152'LINK FENCE AROUND FUEL FARM, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 GW1152'POST.
 GW1152
 GW1152                          STATION RECOVERY (1996)
 GW1152
 GW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GW1152'RECOVERED AS DESCRIBED.  STATION IS THE PRIMARY AIRPORT CONTROL
 GW1152'STATION.
 GW1152
 GW1152                          STATION RECOVERY (2000)
 GW1152
 GW1152'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (AH)
 GW1152'RECOVERED AS DESCRIBED.
 GW1152
 GW1152                          STATION RECOVERY (2001)
 GW1152
 GW1152'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW1152'FUEL FARM HAS BEEN REMOVED.
 GW1152
 GW1152                          STATION RECOVERY (2001)
 GW1152
 GW1152'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001
 GW1152'RECOVERED AS DESCRIBED
 GW1152'
 GW1152
 GW1152                          STATION RECOVERY (2003)
 GW1152
 GW1152'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 GW1152'RECOVERED AS DESCRIBED.
 GW1152'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4538 ***********************************************************************
 HV4538  DESIGNATION -  AIR
 HV4538  PID         -  HV4538
 HV4538  STATE/COUNTY-  VA/ARLINGTON
 HV4538  USGS QUAD   -  ALEXANDRIA (1994)
 HV4538
 HV4538                         *CURRENT SURVEY CONTROL
 HV4538  ___________________________________________________________________
 HV4538* NAD 83(1993)-  38 51 21.38215(N)    077 02 30.57920(W)     ADJUSTED  
 HV4538* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HV4538  ___________________________________________________________________
 HV4538  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 HV4538  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV4538
 HV4538  HORZ ORDER  -  SECOND
 HV4538
 HV4538.The horizontal coordinates were established by classical geodetic methods
 HV4538.and adjusted by the National Geodetic Survey in November 1994..
 HV4538
 HV4538.The orthometric height was scaled from a topographic map.
 HV4538
 HV4538.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4538
 HV4538.The geoid height was determined by GEOID03.
 HV4538
 HV4538;                    North         East     Units Scale Factor Converg.
 HV4538;SPC VA N     - 2,133,014.216 3,626,561.218   MT  0.99995702   +0 54 36.3
 HV4538;SPC VA N     - 6,998,064.14 11,898,142.93   sFT  0.99995702   +0 54 36.3
 HV4538;SPC MD       -   132,015.082   396,369.475   MT  0.99994991   -0 01 34.5
 HV4538;SPC MD       -   433,119.48  1,300,422.19   sFT  0.99994991   -0 01 34.5
 HV4538;UTM  18      - 4,302,771.222   322,828.537   MT  0.99998654   -1 16 52.7
 HV4538
 HV4538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4538!SPC VA N     -   1.00000429  x   0.99995702  =   0.99996131
 HV4538!SPC MD       -   1.00000429  x   0.99994991  =   0.99995420
 HV4538!UTM  18      -   1.00000429  x   0.99998654  =   0.99999083
 HV4538
 HV4538|---------------------------------------------------------------------|
 HV4538| PID    Reference Object                     Distance      Geod. Az  |
 HV4538|                                                           dddmmss.s |
 HV4538| DC6645 AIR RM 1                             91.398 METERS 19054     |
 HV4538|---------------------------------------------------------------------|
 HV4538
 HV4538                          SUPERSEDED SURVEY CONTROL
 HV4538
 HV4538  NAD 83(1993)-  38 51 21.38068(N)    077 02 30.58066(W) AD(       ) 2
 HV4538  NAD 83(1986)-  38 51 21.38058(N)    077 02 30.59163(W) AD(       ) 2
 HV4538  NAD 27      -  38 51 20.97800(N)    077 02 31.66900(W) AD(       ) 2
 HV4538
 HV4538.Superseded values are not recommended for survey control.
 HV4538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4538.See file dsdata.txt to determine how the superseded data were derived.
 HV4538
 HV4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2282902771(NAD 83)
 HV4538_MARKER: B = BOLT
 HV4538_SETTING: 0 = UNSPECIFIED SETTING
 HV4538
 HV4538  HISTORY     - Date     Condition        Report By
 HV4538  HISTORY     - 1935     MONUMENTED       CGS
 HV4538  HISTORY     - 1938     GOOD             CGS
 HV4538  HISTORY     - 1939     MARK NOT FOUND   CGS
 HV4538
 HV4538                          STATION DESCRIPTION
 HV4538
 HV4538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV4538'THIS STATION IS LOCATED ON THE W BANK OF THE POTOMAC RIVER,
 HV4538'1.45 MILES BY ROAD S OF THE W END OF THE FOURTEENTH STREET BRIDGE.
 HV4538'
 HV4538'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HV4538'
 HV4538'THE MARK IS THE CENTER OF A COPPER BOLT SET IN CONCRETE IN A
 HV4538'6-INCH IRON PIPE.  THERE ARE THREE OF THESE MARKS IN A SPACE OF
 HV4538'ABOUT 100 YARDS.  THE MARK USED IS THE MOST NORTHERLY OF THE
 HV4538'THREE.  IT IS LOCATED ON A POINT OF LAND EXTENDING OUT INTO
 HV4538'THE RIVER.  IT IS 4 FEET S AND 6 FEET W OF THE WATERS EDGE.
 HV4538'THE WHOLE POINT IS THICKLY COVERED WITH TREES AND UNDERGROWTH
 HV4538'BUT THE EXTREME E END IS BARE.  THE MARK PROJECTS 20 INCHES.
 HV4538'
 HV4538'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 4 FEET W OF A SMALL
 HV4538'LEVEE ON THE BANK.  MARK PROJECTS 4 INCHES.
 HV4538'
 HV4538'TO REACH FROM WASHINGTON GO TO THE W END OF THE FOURTEENTH
 HV4538'STREET BRIDGE.  HERE TURN S ON THE MEMORIAL HIGHWAY AND GO
 HV4538'1.45 MILES TO TOP OF HILL.  THE HIGHWAY MAKES A CURVE TO THE
 HV4538'RIGHT AT THIS POINT.  CONTINUE STRAIGHT AHEAD ON PAVEMENT FOR
 HV4538'ABOUT 20 YARDS THEN TURN LEFT ON DIRT ROAD.  FOLLOW DIRT ROAD
 HV4538'STRAIGHT E FOR 0.15 MILE TO THE RIVER BANK.  STATION IS ABOUT
 HV4538'150 YARDS E OF THIS POINT.
 HV4538
 HV4538                          STATION RECOVERY (1938)
 HV4538
 HV4538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4538'STATION MARK RECOVERED.  REFERENCE MARK NOT SEARCHED FOR.
 HV4538
 HV4538                          STATION RECOVERY (1939)
 HV4538
 HV4538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (TMP)
 HV4538'STATION MARK AND REFERENCE MARK DESTROYED BY THE CONSTRUCTION
 HV4538'OF THE NEW AIRPORT AT THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3171 ***********************************************************************
 FX3171  DESIGNATION -  AIR ADMINISTRATION BUILDING
 FX3171  PID         -  FX3171
 FX3171  STATE/COUNTY-  VA/C OF NORFOLK
 FX3171  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3171
 FX3171                         *CURRENT SURVEY CONTROL
 FX3171  ___________________________________________________________________
 FX3171* NAD 83(1993)-  36 56 48.27412(N)    076 18 07.81033(W)     ADJUSTED  
 FX3171* NAVD 88     -                                                        
 FX3171  ___________________________________________________________________
 FX3171  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FX3171  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX3171
 FX3171  HORZ ORDER  -  THIRD
 FX3171
 FX3171.The horizontal coordinates were established by classical geodetic methods
 FX3171.and adjusted by the National Geodetic Survey in September 1995..
 FX3171
 FX3171
 FX3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3171
 FX3171.The geoid height was determined by GEOID03.
 FX3171
 FX3171;                    North         East     Units Scale Factor Converg.
 FX3171;SPC VA S     - 1,070,351.366 3,695,745.794   MT  0.99997220   +1 20 02.1
 FX3171;SPC VA S     - 3,511,644.44 12,125,125.99   sFT  0.99997220   +1 20 02.1
 FX3171;UTM  18      - 4,089,756.428   384,054.524   MT  0.99976561   -0 46 58.0
 FX3171
 FX3171                          SUPERSEDED SURVEY CONTROL
 FX3171
 FX3171  NAD 83(1986)-  36 56 48.27980(N)    076 18 07.84635(W) AD(       ) 4
 FX3171  NAD 27      -  36 56 47.74600(N)    076 18 09.05400(W) AD(       ) 3
 FX3171
 FX3171.Superseded values are not recommended for survey control.
 FX3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3171.See file dsdata.txt to determine how the superseded data were derived.
 FX3171
 FX3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8405589756(NAD 83)
 FX3171_MARKER: 82 = FINIAL
 FX3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3171+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2001
 FX3171
 FX3171  HISTORY     - Date     Condition        Report By
 FX3171  HISTORY     - 1943     FIRST OBSERVED   CGS
 FX3171  HISTORY     - 1954     GOOD             AMS
 FX3171  HISTORY     - 1960     GOOD             CGS
 FX3171  HISTORY     - 20011029 GOOD             USPSQD
 FX3171
 FX3171                          STATION DESCRIPTION
 FX3171
 FX3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3171'THE FINIAL OF THE CUPOLA OF THE ADMINISTRATION BUILDING
 FX3171'BETWEEN FRANKLIN AND PIERSEY STREETS AT THE NAVAL AIR STATION.
 FX3171
 FX3171                          STATION RECOVERY (1954)
 FX3171
 FX3171'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3171'THE STATION IS THE FINIAL OF THE CUPOLA ON THE ADMINISTRATIVE
 FX3171'BUILDING AND IS IN GOOD CONDITION.
 FX3171
 FX3171                          STATION RECOVERY (1960)
 FX3171
 FX3171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3171'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX3171'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FX3171
 FX3171                          STATION RECOVERY (2001)
 FX3171
 FX3171'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR)
 FX3171'STATION RECOVERED IN GOOD CONDITION. THIS BUILDING IS NOW DESIGNATED
 FX3171'AS T-26 COMNAVAIRLANT. SIGN IN FRONT OF BUILDING STATES 'COMMANDER
 FX3171'NAVAL AIR FORCE U.S. ATLANTIC FLEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1151 ***********************************************************************
 GW1151  DESIGNATION -  AIR RM 1
 GW1151  PID         -  GW1151
 GW1151  STATE/COUNTY-  VA/CAMPBELL
 GW1151  USGS QUAD   -  CITY FARM (1985)
 GW1151
 GW1151                         *CURRENT SURVEY CONTROL
 GW1151  ___________________________________________________________________
 GW1151* NAD 83(1986)-  37 19 50.     (N)    079 12 08.     (W)     SCALED    
 GW1151* NAVD 88     -       293.079  (meters)     961.54   (feet)  POSTED    
 GW1151  ___________________________________________________________________
 GW1151  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW1151  DYNAMIC HT  -         292.860 (meters)     960.82  (feet)  COMP
 GW1151  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 GW1151
 GW1151  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1151
 GW1151.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW1151
 GW1151.The horizontal coordinates were scaled from a topographic map and have
 GW1151.an estimated accuracy of +/- 6 seconds.
 GW1151
 GW1151.The orthometric height was determined by differential leveling
 GW1151.and adjusted by the National Geodetic Survey in 1992..
 GW1151.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1151.rate of 2.1 thru 3.0 mm/km.
 GW1151
 GW1151.The geoid height was determined by GEOID03.
 GW1151
 GW1151.The dynamic height is computed by dividing the NAVD 88
 GW1151.geopotential number by the normal gravity value computed on the
 GW1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1151.degrees latitude (g = 980.6199 gals.).
 GW1151
 GW1151.The modeled gravity was interpolated from observed gravity values.
 GW1151
 GW1151;                    North         East    Units  Estimated Accuracy
 GW1151;SPC VA S     - 1,110,900.    3,437,770.      MT  (+/- 180 meters Scaled)
 GW1151
 GW1151                          SUPERSEDED SURVEY CONTROL
 GW1151
 GW1151  NGVD 29 (??/??/92)  293.329  (m)          962.36   (f) ADJ UNCH    2 0
 GW1151
 GW1151.Superseded values are not recommended for survey control.
 GW1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1151.See file dsdata.txt to determine how the superseded data were derived.
 GW1151
 GW1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB592330(NAD 83)
 GW1151_MARKER: DR = REFERENCE MARK DISK
 GW1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1151_STAMPING: AIR NO 1 1964
 GW1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1151+STABILITY: SURFACE MOTION
 GW1151
 GW1151  HISTORY     - Date     Condition        Report By
 GW1151  HISTORY     - 1964     MONUMENTED       CGS
 GW1151  HISTORY     - 1983     GOOD             USPSQD
 GW1151  HISTORY     - 1991     GOOD             USPSQD
 GW1151
 GW1151                          STATION DESCRIPTION
 GW1151
 GW1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1151'3 MI SE FROM TIMBERLAKE.
 GW1151'AT THE AIR STATION SITE-- SET IN THE TOP OF A CONCRETE POST, FLUSH,
 GW1151'79.50 FEET SOUTHWEST OF THE STATION, 52 FEET SOUTHEAST OF THE
 GW1151'APPROXIMATE CENTER OF COUNTY ROAD 678, 10 FEET EAST OF A STOP
 GW1151'SIGN, 1 FOOT SOUTH OF A CABLE FENCE AND IS ABOUT LEVEL WITH THE
 GW1151'ROAD THAT LEADS TO THE CONTROL TOWER.
 GW1151
 GW1151                          STATION RECOVERY (1983)
 GW1151
 GW1151'RECOVERY NOTE BY US POWER SQUADRON 1983
 GW1151'CABLE FENCE IS DETERIORAING. MARK IS ABOUT 2' BELOW GROUND LEVEL.
 GW1151
 GW1151                          STATION RECOVERY (1991)
 GW1151
 GW1151'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRC)
 GW1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3013 ***********************************************************************
 FX3013  DESIGNATION -  AIRPLANE SPEED COURSE E BCN
 FX3013  PID         -  FX3013
 FX3013  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3013  USGS QUAD   -  LITTLE CREEK (1989)
 FX3013
 FX3013                         *CURRENT SURVEY CONTROL
 FX3013  ___________________________________________________________________
 FX3013* NAD 83(1993)-  36 57 57.85625(N)    076 13 26.44388(W)     ADJUSTED  
 FX3013* NAVD 88     -                                                        
 FX3013  ___________________________________________________________________
 FX3013  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 FX3013  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX3013
 FX3013  HORZ ORDER  -  THIRD
 FX3013
 FX3013.The horizontal coordinates were established by classical geodetic methods
 FX3013.and adjusted by the National Geodetic Survey in September 1995..
 FX3013
 FX3013
 FX3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3013
 FX3013.The geoid height was determined by GEOID03.
 FX3013
 FX3013;                    North         East     Units Scale Factor Converg.
 FX3013;SPC VA S     - 1,072,660.622 3,702,653.704   MT  0.99996979   +1 22 52.9
 FX3013;SPC VA S     - 3,519,220.72 12,147,789.69   sFT  0.99996979   +1 22 52.9
 FX3013;UTM  18      - 4,091,808.475   391,041.522   MT  0.99974625   -0 44 10.0
 FX3013
 FX3013                          SUPERSEDED SURVEY CONTROL
 FX3013
 FX3013  NAD 83(1986)-  36 57 57.86144(N)    076 13 26.48038(W) AD(       ) 4
 FX3013  NAD 27      -  36 57 57.33000(N)    076 13 27.70000(W) AD(       ) 3
 FX3013
 FX3013.Superseded values are not recommended for survey control.
 FX3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3013.See file dsdata.txt to determine how the superseded data were derived.
 FX3013
 FX3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9104291808(NAD 83)
 FX3013_MARKER: 22 = AIRWAY BEACON
 FX3013
 FX3013  HISTORY     - Date     Condition        Report By
 FX3013  HISTORY     - 1920     FIRST OBSERVED   CGS
 FX3013  HISTORY     - 1944     MARK NOT FOUND   CGS
 FX3013
 FX3013                          STATION DESCRIPTION
 FX3013
 FX3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX3013'THERE IS NO BEACON AT THIS SITE AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0111 ***********************************************************************
 FY0111  DESIGNATION -  AIRPORT
 FY0111  PID         -  FY0111
 FY0111  STATE/COUNTY-  VA/MECKLENBURG
 FY0111  USGS QUAD   -  SOUTH HILL (1981)
 FY0111
 FY0111                         *CURRENT SURVEY CONTROL
 FY0111  ___________________________________________________________________
 FY0111* NAD 83(1993)-  36 42 45.25360(N)    078 09 59.92309(W)     ADJUSTED  
 FY0111* NAVD 88     -       119.716  (meters)     392.77   (feet)  ADJUSTED  
 FY0111  ___________________________________________________________________
 FY0111  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FY0111  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 FY0111  DYNAMIC HT  -         119.622 (meters)     392.46  (feet)  COMP
 FY0111  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 FY0111
 FY0111  HORZ ORDER  -  SECOND
 FY0111  VERT ORDER  -  SECOND    CLASS 0
 FY0111
 FY0111.The horizontal coordinates were established by classical geodetic methods
 FY0111.and adjusted by the National Geodetic Survey in September 1995..
 FY0111
 FY0111.The orthometric height was determined by differential leveling
 FY0111.and adjusted by the National Geodetic Survey in June 1991..
 FY0111
 FY0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0111
 FY0111.The geoid height was determined by GEOID03.
 FY0111
 FY0111.The dynamic height is computed by dividing the NAVD 88
 FY0111.geopotential number by the normal gravity value computed on the
 FY0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0111.degrees latitude (g = 980.6199 gals.).
 FY0111
 FY0111.The modeled gravity was interpolated from observed gravity values.
 FY0111
 FY0111;                    North         East     Units Scale Factor Converg.
 FY0111;SPC VA S     - 1,042,138.358 3,529,784.018   MT  1.00001026   +0 12 08.4
 FY0111;SPC VA S     - 3,419,082.26 11,580,633.07   sFT  1.00001026   +0 12 08.4
 FY0111;UTM  17      - 4,066,730.135   753,076.186   MT  1.00038913   +1 41 40.9
 FY0111
 FY0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0111!SPC VA S     -   0.99998633  x   1.00001026  =   0.99999659
 FY0111!UTM  17      -   0.99998633  x   1.00038913  =   1.00037545
 FY0111
 FY0111:                Primary Azimuth Mark                     Grid Az
 FY0111:SPC VA S     -  SOUTH HILL VA TT MICROWAVE               064 46 44.8
 FY0111:UTM  17      -  SOUTH HILL VA TT MICROWAVE               063 17 12.3
 FY0111
 FY0111|---------------------------------------------------------------------|
 FY0111| PID    Reference Object                     Distance      Geod. Az  |
 FY0111|                                                           dddmmss.s |
 FY0111| FY2516 SOUTH HILL VA TT MICROWAVE          APPROX. 3.6 KM 0645853.2 |
 FY0111| FY2515 SOUTH HILL MUNICIPAL TANK           APPROX. 3.2 KM 0662156.1 |
 FY0111| FY2514 SOUTH HILL BURLINGTON MILL TK       APPROX. 2.8 KM 0754027.7 |
 FY0111| FY2510 SOUTH HILL EAST MUNICIPAL TANK      APPROX. 4.3 KM 0764947.5 |
 FY0111| FY0112 AIRPORT RM 1                         27.353 METERS 09448     |
 FY0111| FY2509 LACROSSE MUNICIPAL TANK             APPROX. 6.7 KM 1043919.0 |
 FY0111| DC5533 AIRPORT AZ MK                                      3343252.8 |
 FY0111|---------------------------------------------------------------------|
 FY0111
 FY0111                          SUPERSEDED SURVEY CONTROL
 FY0111
 FY0111  NAD 83(1986)-  36 42 45.25041(N)    078 09 59.93379(W) AD(       ) 2
 FY0111  NAD 27      -  36 42 44.75087(N)    078 10 00.95090(W) AD(       ) 2
 FY0111  NGVD 29 (??/??/92)  120.021  (m)          393.77   (f) ADJ UNCH    2 0
 FY0111
 FY0111.Superseded values are not recommended for survey control.
 FY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0111.See file dsdata.txt to determine how the superseded data were derived.
 FY0111
 FY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5307666730(NAD 83)
 FY0111_MARKER: DE = TRAVERSE STATION DISK
 FY0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0111_STAMPING: AIRPORT 1966
 FY0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0111+STABILITY: SURFACE MOTION
 FY0111
 FY0111  HISTORY     - Date     Condition        Report By
 FY0111  HISTORY     - 1966     MONUMENTED       CGS
 FY0111  HISTORY     - 1966     GOOD             CGS
 FY0111  HISTORY     - 1990     GOOD             VADHT
 FY0111  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0111
 FY0111                          STATION DESCRIPTION
 FY0111
 FY0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY0111'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF SOUTH HILL ON
 FY0111'THE GROUNDS OF THE SOUTH HILL MUNICIPAL AIRPORT.
 FY0111'
 FY0111'THE STATION IS 107.0 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 FY0111'HIGHWAYS 1 AND 58, 55.5 FEET EAST OF A POWER LINE POLE NO. G-46,
 FY0111'31.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TIN HANGER
 FY0111'BUILDING AND AT ABOUT THE SAME ELEVATION AS THE HIGHWAYS.
 FY0111'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED AIRPORT
 FY0111'1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 FY0111'IS FLUSH WITH THE GROUND.
 FY0111'
 FY0111'REFERENCE MARK NO. 1 IS 165.0 FEET NORTHEAST OF THE CENTERLINE
 FY0111'OF THE HIGHWAYS, 74.0 FEET NORTHEAST OF THE SOUTHEAST CORNER
 FY0111'OF THE HANGER, 1.0 FEET NORTHWEST OF A CHAIN FENCE AND AT ABOUT
 FY0111'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK,
 FY0111'STAMPED AIRPORT NO 1 1966, SET IN THE TOP OF A 12 INCH SQUARE
 FY0111'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FY0111'
 FY0111'AZIMUTH MARK IS 88 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 FY0111'FARM ROAD 651, 22.0 FEET WEST OF A METAL WITNESS POST, 17.5 FEET
 FY0111'SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND 2.5 FEET EAST OF
 FY0111'A TELEPHONE LINE POLE.
 FY0111'
 FY0111'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 FY0111'HIGHWAYS 1 AND 58 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 FY0111'NORTH AND THEN WEST ON FARM ROAD 651 FOR 0.5 MILE TO THE AZIMUTH
 FY0111'MARK ON THE RIGHT.
 FY0111'
 FY0111'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
 FY0111
 FY0111                          STATION RECOVERY (1966)
 FY0111
 FY0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FY0111'2.3 MI SW FROM SOUTH HILL.
 FY0111'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAYS 58 AND 1 FROM THE JUNCTION
 FY0111'OF U.S. HIGHWAYS 58 AND 1 AND STATE HIGHWAY 47 TO THE SOUTH
 FY0111'HILL MUNICIPAL AIRPORT, 107 FEET NORTHEAST OF THE CENTERLINE
 FY0111'OF HIGHWAY, 55.5 FEET EAST OF A POWER LINE POLE G-46, 31 FEET
 FY0111'NORTHEAST OF THE NORTHEAST CORNER OF HANGER, SET IN THE TOP
 FY0111'OF A CONCRETE POST FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0111
 FY0111                          STATION RECOVERY (1990)
 FY0111
 FY0111'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 FY0111'RECOVERED IN GOOD CONDITION.
 FY0111
 FY0111                          STATION RECOVERY (2005)
 FY0111
 FY0111'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0111'AOIRPOR5T HAS BEEN REPLACED BY A BUSINESS PARK AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4539 ***********************************************************************
 HV4539  DESIGNATION -  AIRPORT
 HV4539  PID         -  HV4539
 HV4539  STATE/COUNTY-  VA/ARLINGTON
 HV4539  USGS QUAD   -  ALEXANDRIA (1994)
 HV4539
 HV4539                         *CURRENT SURVEY CONTROL
 HV4539  ___________________________________________________________________
 HV4539* NAD 83(1993)-  38 52 22.60418(N)    077 03 20.88313(W)     ADJUSTED  
 HV4539* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 HV4539  ___________________________________________________________________
 HV4539  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HV4539  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV4539
 HV4539  HORZ ORDER  -  SECOND
 HV4539
 HV4539.The horizontal coordinates were established by classical geodetic methods
 HV4539.and adjusted by the National Geodetic Survey in November 1994..
 HV4539
 HV4539.The orthometric height was scaled from a topographic map.
 HV4539
 HV4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4539
 HV4539.The geoid height was determined by GEOID03.
 HV4539
 HV4539;                    North         East     Units Scale Factor Converg.
 HV4539;SPC VA N     - 2,134,882.629 3,625,318.815   MT  0.99995830   +0 54 04.9
 HV4539;SPC VA N     - 7,004,194.09 11,894,066.81   sFT  0.99995830   +0 54 04.9
 HV4539;SPC MD       -   133,903.534   395,157.781   MT  0.99994985   -0 02 06.1
 HV4539;SPC MD       -   439,315.18  1,296,446.82   sFT  0.99994985   -0 02 06.1
 HV4539;UTM  18      - 4,304,685.841   321,658.459   MT  0.99999166   -1 17 26.0
 HV4539
 HV4539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4539!SPC VA N     -   1.00000350  x   0.99995830  =   0.99996180
 HV4539!SPC MD       -   1.00000350  x   0.99994985  =   0.99995335
 HV4539!UTM  18      -   1.00000350  x   0.99999166  =   0.99999516
 HV4539
 HV4539:                Primary Azimuth Mark                     Grid Az
 HV4539:SPC VA N     -  WMAL RADIO MAST                          039 16 57.1
 HV4539:SPC MD       -  WMAL RADIO MAST                          040 13 08.1
 HV4539:UTM  18      -  WMAL RADIO MAST                          041 28 28.0
 HV4539
 HV4539|---------------------------------------------------------------------|
 HV4539| PID    Reference Object                     Distance      Geod. Az  |
 HV4539|                                                           dddmmss.s |
 HV4539| HV4445 WMAL RADIO MAST                     APPROX. 3.8 KM 0401102.0 |
 HV4539| HV4442 WASHINGTON MONUMENT 1913            APPROX. 2.6 KM 0441202.2 |
 HV4539| DC6646 AIRPORT RM 1                         20.332 METERS 07925     |
 HV4539| DC6647 AIRPORT RM 2                                       34654     |
 HV4539|---------------------------------------------------------------------|
 HV4539
 HV4539                          SUPERSEDED SURVEY CONTROL
 HV4539
 HV4539  NAD 83(1993)-  38 52 22.60281(N)    077 03 20.88467(W) AD(       ) 2
 HV4539  NAD 83(1986)-  38 52 22.60268(N)    077 03 20.89535(W) AD(       ) 2
 HV4539  NAD 27      -  38 52 22.20100(N)    077 03 21.97100(W) AD(       ) 2
 HV4539
 HV4539.Superseded values are not recommended for survey control.
 HV4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4539.See file dsdata.txt to determine how the superseded data were derived.
 HV4539
 HV4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2165804686(NAD 83)
 HV4539_MARKER: DS = TRIANGULATION STATION DISK
 HV4539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4539
 HV4539  HISTORY     - Date     Condition        Report By
 HV4539  HISTORY     - 1935     MONUMENTED       CGS
 HV4539  HISTORY     - 1938     MARK NOT FOUND   CGS
 HV4539
 HV4539                          STATION DESCRIPTION
 HV4539
 HV4539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV4539'STATION IS LOCATED IN ARLINGTON COUNTY, VIRGINIA, ON THE W
 HV4539'SIDE OF THE WASHINGTON AIRPORT, 42 YARDS S OF THE SURFACED
 HV4539'HIGHWAY THROUGH THE AIRPORT AND ABOUT 50 YARDS SE OF WHERE THE ROAD
 HV4539'PASSES UNDER THE PENNSYLVANIA RAILROAD TRACKS.  THE STATION IS
 HV4539'7 YARDS E OF THE FOOT OF THE RAILROAD EMBANKMENT.
 HV4539'
 HV4539'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HV4539'DISKS SET IN CONCRETE.
 HV4539'
 HV4539'REFERENCE MARK NO. 1 IS E OF THE STATION.
 HV4539'
 HV4539'REFERENCE MARK NO. 2 IS N OF THE STATION ABOUT MIDWAY BETWEEN
 HV4539'ROAD AND STATION.
 HV4539'
 HV4539'TO REACH STATION FROM WASHINGTON CROSS THE 14TH STREET BRIDGE
 HV4539'AND FOLLOW THE ALEXANDRIA ROAD TO THE WASHINGTON AIRPORT.  TURN
 HV4539'RIGHT AT FORKS OF ROAD ONTO THE PAVED HIGHWAY LEADING W THROUGH THE
 HV4539'AIRPORT.  FOLLOW THIS HIGHWAY FOR 0.3 MILE TO THE RAILROAD
 HV4539'UNDERPASS AND THE STATION.
 HV4539'
 HV4539'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HV4539
 HV4539                          STATION RECOVERY (1938)
 HV4539
 HV4539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4539'STATION AND BOTH REFERENCE MARKS APPEAR TO BE COVERED BY THE
 HV4539'ASPHALT RUNWAY OF THE AIRPORT.  MEASUREMENTS WERE TAKEN FROM
 HV4539'REFERENCE POINTS GIVEN IN THE DESCRIPTION, AND A SEARCH OF ABOUT
 HV4539'1 HOUR WAS MADE.  THE MARKS MAY POSSIBLY STILL EXIST, AND ON THE
 HV4539'ABANDONMENT OF THE PRESENT AIRPORT, WHICH IS EXPECTED DURING
 HV4539'1940, THE ASPHALT COULD BE DUG THROUGH AND THE MARKS POSSIBLY
 HV4539'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4259 ***********************************************************************
 FY4259  DESIGNATION -  AIRPORT
 FY4259  PID         -  FY4259
 FY4259  STATE/COUNTY-  VA/C OF DANVILLE
 FY4259  USGS QUAD   -  RINGGOLD (1985)
 FY4259
 FY4259                         *CURRENT SURVEY CONTROL
 FY4259  ___________________________________________________________________
 FY4259* NAD 83(1993)-  36 33 48.83574(N)    079 20 22.65689(W)     ADJUSTED  
 FY4259* NAVD 88     -       160.4    (meters)     526.     (feet)  VERTCON   
 FY4259  ___________________________________________________________________
 FY4259  X           -     948,816.048 (meters)                     COMP
 FY4259  Y           -  -5,040,573.260 (meters)                     COMP
 FY4259  Z           -   3,778,679.174 (meters)                     COMP
 FY4259  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 FY4259  ELLIP HEIGHT-         128.78  (meters)          (09/08/95) GPS OBS
 FY4259  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FY4259
 FY4259  HORZ ORDER  -  SECOND
 FY4259  ELLP ORDER  -  FOURTH    CLASS II
 FY4259
 FY4259.The horizontal coordinates were established by GPS observations
 FY4259.and adjusted by the National Geodetic Survey in September 1995..
 FY4259
 FY4259.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4259
 FY4259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4259
 FY4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4259
 FY4259.The ellipsoidal height was determined by GPS observations
 FY4259.and is referenced to NAD 83.
 FY4259
 FY4259.The geoid height was determined by GEOID03.
 FY4259
 FY4259;                    North         East     Units Scale Factor Converg.
 FY4259;SPC VA S     - 1,025,884.386 3,424,836.186   MT  1.00004307   -0 30 34.5
 FY4259;SPC VA S     - 3,365,755.69 11,236,316.72   sFT  1.00004307   -0 30 34.5
 FY4259;SPC NC       -   312,190.732   579,194.516   MT  1.00013499   -0 11 45.7
 FY4259;SPC NC       - 1,024,245.76  1,900,240.67   sFT  1.00013499   -0 11 45.7
 FY4259;UTM  17      - 4,047,741.738   648,579.611   MT  0.99987198   +0 59 21.4
 FY4259
 FY4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4259!SPC VA S     -   0.99997979  x   1.00004307  =   1.00002286
 FY4259!SPC NC       -   0.99997979  x   1.00013499  =   1.00011478
 FY4259!UTM  17      -   0.99997979  x   0.99987198  =   0.99985177
 FY4259
 FY4259                          SUPERSEDED SURVEY CONTROL
 FY4259
 FY4259  NAD 83(1986)-  36 33 48.84101(N)    079 20 22.65909(W) AD(       ) 2
 FY4259  NGVD 29 (03/09/92)  160.6    (m)          527.     (f) GPS OBS        
 FY4259
 FY4259.Superseded values are not recommended for survey control.
 FY4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4259.See file dsdata.txt to determine how the superseded data were derived.
 FY4259
 FY4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4858047742(NAD 83)
 FY4259_MARKER: DD = SURVEY DISK
 FY4259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4259_SP_SET: CONCRETE POST
 FY4259_STAMPING: AIRPORT 1987
 FY4259_MARK LOGO: NONE  
 FY4259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4259+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1991
 FY4259
 FY4259  HISTORY     - Date     Condition        Report By
 FY4259  HISTORY     - 1987     MONUMENTED       RBNF
 FY4259  HISTORY     - 19910103 GOOD
 FY4259
 FY4259                          STATION DESCRIPTION
 FY4259
 FY4259'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4259'THE STATION IS SITUATED IN PITTSYLVANIA COUNTY, NEAR THE CITY OF
 FY4259'DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST OFFICE IN
 FY4259'DANVILLE, PROCEED NORTH ALONG U.S.ROUTE 29 BUSINESS (PATTON STREET)
 FY4259'1.00 KM (0.62 MI) TO THE INTERSECTION OF U.S. ROUTE 29 BUSINESS AND
 FY4259'U.S. ROUTE 58 (RIVERSIDE DRIVE).  TURN EAST ONTO U.S.ROUTE 58 AND
 FY4259'TRAVEL 9.33 KM (5.80 MI) TO STATE ROUTE 947 (MOUNTAIN HILL ROAD).
 FY4259'TURN SOUTH ONTO STATE ROUTE 947 AND CONTINUE 1.40 KM (0.87 MI) TO
 FY4259'STATE ROUTE 989, BEAR RIGHT ONTO STATE ROUTE 989 AND TRAVEL 1.1 KM
 FY4259'(0.7 MI) TO THE STATION LOCATED ON THE NORTHWEST SIDE OF THE ROAD
 FY4259'NEAR A WHITE BUILDING SURROUNDED BY A CHAIN LINK FENCE.  A FIBERGLASS
 FY4259'WITNESS POST IS LOCATED 1.58 M (5.18 FT) NORTHWEST OF THE MONUMENT.
 FY4259'THE STATION IS A STANDARD BRASS DISK SET IN CONCRETE FLUSH WITH THE
 FY4259'GROUND SURFACE, STAMPED AIRPORT 1987.  THE DISK IS LOCATED ON THE
 FY4259'NORTHWEST SIDE OF STATE ROUTE 989, 3.66 M (12.01 FT) NORTHEAST OF THE
 FY4259'CENTER LINE OF THE ROAD, AND 9.51 M (31.20 FT) EAST OF THE SOUTHEAST
 FY4259'CORNER OF A FENCE ENCLOSING A WHITE BUILDING.
 FY4259
 FY4259                          STATION RECOVERY (1991)
 FY4259
 FY4259'RECOVERED 1991
 FY4259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3314 ***********************************************************************
 HW3314  DESIGNATION -  AIRPORT BCN CHARLOTTESVILLE AP
 HW3314  PID         -  HW3314
 HW3314  STATE/COUNTY-  VA/ALBEMARLE
 HW3314  USGS QUAD   -  EARLYSVILLE (1984)
 HW3314
 HW3314                         *CURRENT SURVEY CONTROL
 HW3314  ___________________________________________________________________
 HW3314* NAD 83(1993)-  38 08 15.23915(N)    078 27 00.42217(W)     ADJUSTED  
 HW3314* NAVD 88     -                                                        
 HW3314  ___________________________________________________________________
 HW3314  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HW3314  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3314
 HW3314  HORZ ORDER  -  THIRD
 HW3314
 HW3314.This mark is at Charlottesville-Albemarle Airport (CHO)
 HW3314
 HW3314.The horizontal coordinates were established by classical geodetic methods
 HW3314.and adjusted by the National Geodetic Survey in November 1994..
 HW3314
 HW3314
 HW3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3314
 HW3314.The geoid height was determined by GEOID03.
 HW3314
 HW3314;                    North         East     Units Scale Factor Converg.
 HW3314;SPC VA S     - 1,200,236.527 3,504,373.282   MT  1.00003566   +0 01 49.0
 HW3314;SPC VA S     - 3,937,776.01 11,497,264.68   sFT  1.00003566   +0 01 49.0
 HW3314;SPC VA N     - 2,052,270.022 3,504,373.052   MT  0.99998324   +0 01 52.1
 HW3314;SPC VA N     - 6,733,155.90 11,497,263.92   sFT  0.99998324   +0 01 52.1
 HW3314;UTM  17      - 4,224,150.508   723,471.715   MT  1.00021509   +1 34 31.2
 HW3314
 HW3314                          SUPERSEDED SURVEY CONTROL
 HW3314
 HW3314  NAD 83(1986)-  38 08 15.24046(N)    078 27 00.42371(W) AD(       ) 4
 HW3314  NAD 27      -  38 08 14.73900(N)    078 27 01.38400(W) AD(       ) 3
 HW3314
 HW3314.Superseded values are not recommended for survey control.
 HW3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3314.See file dsdata.txt to determine how the superseded data were derived.
 HW3314
 HW3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2347224151(NAD 83)
 HW3314_MARKER: 21 = AIRPORT BEACON
 HW3314
 HW3314  HISTORY     - Date     Condition        Report By
 HW3314  HISTORY     - 1958     FIRST OBSERVED   CGS
 HW3314  HISTORY     - 1958     GOOD             CGS
 HW3314  HISTORY     - 1961     GOOD             CGS
 HW3314  HISTORY     - 1965     GOOD             CGS
 HW3314  HISTORY     - 1967     GOOD             CGS
 HW3314  HISTORY     - 1971     GOOD             NGS
 HW3314
 HW3314                          STATION DESCRIPTION
 HW3314
 HW3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3314'THE STATION IS THE CENTER OF THE REVOLVING RED AND GREEN
 HW3314'LIGHT.  LOCATED AT THE MUNICIPAL AIRPORT ON U.S. HIGHWAY
 HW3314'29, ABOUT 6 MILES NORTHEAST OF CHARLOTTESVILLE.
 HW3314
 HW3314                          STATION RECOVERY (1958)
 HW3314
 HW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HW3314'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HW3314'CONDITION.
 HW3314
 HW3314                          STATION RECOVERY (1961)
 HW3314
 HW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 HW3314'RECOVERED AS DESCRIBED.
 HW3314
 HW3314                          STATION RECOVERY (1965)
 HW3314
 HW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3314'THE STATION WAS RECOVERED AS DESCRIBED.
 HW3314
 HW3314                          STATION RECOVERY (1967)
 HW3314
 HW3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 HW3314'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 HW3314'PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 HW3314
 HW3314                          STATION RECOVERY (1971)
 HW3314
 HW3314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 HW3314'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5268 ***********************************************************************
 HV5268  DESIGNATION -  AIRPORT BCN DULLES INTL APT
 HV5268  PID         -  HV5268
 HV5268  STATE/COUNTY-  VA/FAIRFAX
 HV5268  USGS QUAD   -  HERNDON (1994)
 HV5268
 HV5268                         *CURRENT SURVEY CONTROL
 HV5268  ___________________________________________________________________
 HV5268* NAD 83(1993)-  38 56 24.67549(N)    077 25 53.73651(W)     ADJUSTED  
 HV5268* NAVD 88     -                                                        
 HV5268  ___________________________________________________________________
 HV5268  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 HV5268  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV5268
 HV5268  HORZ ORDER  -  THIRD
 HV5268
 HV5268.The horizontal coordinates were established by classical geodetic methods
 HV5268.and adjusted by the National Geodetic Survey in November 1994..
 HV5268
 HV5268
 HV5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5268
 HV5268.The geoid height was determined by GEOID03.
 HV5268
 HV5268;                    North         East     Units Scale Factor Converg.
 HV5268;SPC VA N     - 2,141,900.369 3,592,624.680   MT  0.99996421   +0 40 00.5
 HV5268;SPC VA N     - 7,027,218.13 11,786,802.80   sFT  0.99996421   +0 40 00.5
 HV5268;UTM  18      - 4,312,950.786   289,253.477   MT  1.00014693   -1 31 43.8
 HV5268
 HV5268                          SUPERSEDED SURVEY CONTROL
 HV5268
 HV5268  NAD 83(1993)-  38 56 24.67609(N)    077 25 53.74264(W) AD(       ) 4
 HV5268  NAD 83(1986)-  38 56 24.67592(N)    077 25 53.75050(W) AD(       ) 4
 HV5268  NAD 27      -  38 56 24.27923(N)    077 25 54.78982(W) AD(       ) 3
 HV5268
 HV5268.Superseded values are not recommended for survey control.
 HV5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5268.See file dsdata.txt to determine how the superseded data were derived.
 HV5268
 HV5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8925312951(NAD 83)
 HV5268_MARKER: 21 = AIRPORT BEACON
 HV5268_MARK LOGO: CGS   
 HV5268
 HV5268  HISTORY     - Date     Condition        Report By
 HV5268  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5268  HISTORY     - 1977     GOOD             NGS
 HV5268  HISTORY     - 19910615 GOOD             CGS
 HV5268
 HV5268                          STATION DESCRIPTION
 HV5268
 HV5268'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5268'THE NAME OF THE STATION IS AIRPORT BEACON DULLES INTERNATIONAL
 HV5268'AIRPORT.  THE POINT INTERSECTED IS THE ROTATING DOUBLE END BEACON
 HV5268'LIGHT, LOCATED ON TOP OF A STEEL TOWER PAINTED WITH RED WHITE
 HV5268'SECTIONS ABOUT 45 FEET HIGH.  IT IS LOCATED 0.15 MILE WEST OF
 HV5268'STATE HIGHWAY 28 AND SULLY ROAD, 1 MILE EAST-SOUTHEAST OF THE
 HV5268'AIRPORT, 1-1/2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 28
 HV5268'AND DULLES AIRPORT ROAD AND 47 FEET WEST OF A LARGE CONCRETE
 HV5268'WATER TANK.
 HV5268
 HV5268                          STATION RECOVERY (1977)
 HV5268
 HV5268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 HV5268'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HV5268'
 HV5268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV5268'INTERNATIONAL AIRPORT.
 HV5268
 HV5268                          STATION RECOVERY (1991)
 HV5268
 HV5268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 HV5268'LOCATED NEAR THE EAST BOUNDARY OF THE AIRPORT AT A TANK FARM, ABOUT
 HV5268'6300 FT (1920.2 M) SE OF THE CONTROL TOWER, 63 FT (19.2 M) W OF THE W
 HV5268'EDGE OF A LARGE CONCRETE TANK, 114 FT (34.7 M) NE OF THE NE CORNER OF
 HV5268'A CONCRETE TRANSFORMER BASE AND 142 FT (43.3 M) N OF AN E/W FENCE.  A
 HV5268'REVOLVING GREEN-AND-WHITE BEACON ATOP A SKELETON STEEL TOWER.  THE
 HV5268'POINT OBSERVED IS THE CENTER OF THE SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4344 ***********************************************************************
 FX4344  DESIGNATION -  AIRPORT BCN LAWRENCEVILLE APT
 FX4344  PID         -  FX4344
 FX4344  STATE/COUNTY-  VA/BRUNSWICK
 FX4344  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX4344
 FX4344                         *CURRENT SURVEY CONTROL
 FX4344  ___________________________________________________________________
 FX4344* NAD 83(1993)-  36 46 13.77896(N)    077 47 31.97340(W)     ADJUSTED  
 FX4344* NAVD 88     -                                                        
 FX4344  ___________________________________________________________________
 FX4344  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FX4344  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 FX4344
 FX4344  HORZ ORDER  -  THIRD
 FX4344
 FX4344.The horizontal coordinates were established by classical geodetic methods
 FX4344.and adjusted by the National Geodetic Survey in September 1995..
 FX4344
 FX4344
 FX4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4344
 FX4344.The geoid height was determined by GEOID03.
 FX4344
 FX4344;                    North         East     Units Scale Factor Converg.
 FX4344;SPC VA S     - 1,048,750.639 3,563,189.350   MT  0.99999931   +0 25 46.5
 FX4344;SPC VA S     - 3,440,776.05 11,690,230.39   sFT  0.99999931   +0 25 46.5
 FX4344;UTM  18      - 4,073,049.755   250,786.813   MT  1.00036521   -1 40 20.3
 FX4344
 FX4344                          SUPERSEDED SURVEY CONTROL
 FX4344
 FX4344  NAD 83(1986)-  36 46 13.78103(N)    077 47 31.98925(W) AD(       ) 4
 FX4344  NAD 27      -  36 46 13.25023(N)    077 47 33.01683(W) AD(       ) 3
 FX4344
 FX4344.Superseded values are not recommended for survey control.
 FX4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4344.See file dsdata.txt to determine how the superseded data were derived.
 FX4344
 FX4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5078773050(NAD 83)
 FX4344_MARKER: 21 = AIRPORT BEACON
 FX4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4344+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FX4344
 FX4344  HISTORY     - Date     Condition        Report By
 FX4344  HISTORY     - 1966     FIRST OBSERVED   CGS
 FX4344  HISTORY     - 20010317 GOOD             USPSQD
 FX4344
 FX4344                          STATION DESCRIPTION
 FX4344
 FX4344'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FX4344'THE STATION IS THE BEACON LIGHT ATOP THE 90 FOOT BEACON,
 FX4344'PAINTED RED AND WHITE AND MOUNTED ON 4 LEGS.  LOCATED AT
 FX4344'THE LAWRENCEVILLE AIRPORT ABOUT 4 MILES NORTHEAST OF LAWRENCEVILLE.
 FX4344'
 FX4344'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FX4344'AND STATE HIGHWAY 46 ABOUT 0.5 MILE SOUTH OF LAWRENCEVILLE,
 FX4344'GO EAST ON U.S. HIGHWAY 58 FOR 4.5 MILES TO COUNTY ROAD 670
 FX4344'ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 670 AND GO 0.8 MILE
 FX4344'TO THE BEACON ON THE RIGHT.
 FX4344
 FX4344                          STATION RECOVERY (2001)
 FX4344
 FX4344'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX4344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4519 ***********************************************************************
 GV4519  DESIGNATION -  AIRPORT BCN PAT HENRY AIRPORT
 GV4519  PID         -  GV4519
 GV4519  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4519  USGS QUAD   -  YORKTOWN (1994)
 GV4519
 GV4519                         *CURRENT SURVEY CONTROL
 GV4519  ___________________________________________________________________
 GV4519* NAD 83(1993)-  37 07 57.28329(N)    076 30 03.74713(W)     ADJUSTED  
 GV4519* NAVD 88     -                                                        
 GV4519  ___________________________________________________________________
 GV4519  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 GV4519  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV4519
 GV4519  HORZ ORDER  -  THIRD
 GV4519
 GV4519.This mark is at Newport News/williamsburg Intl Airport (PHF)
 GV4519
 GV4519.The horizontal coordinates were established by classical geodetic methods
 GV4519.and adjusted by the National Geodetic Survey in September 1995..
 GV4519
 GV4519
 GV4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4519
 GV4519.The geoid height was determined by GEOID03.
 GV4519
 GV4519;                    North         East     Units Scale Factor Converg.
 GV4519;SPC VA S     - 1,090,576.020 3,677,599.806   MT  0.99995376   +1 12 47.6
 GV4519;SPC VA S     - 3,577,998.16 12,065,592.03   sFT  0.99995376   +1 12 47.6
 GV4519;UTM  18      - 4,110,634.340   366,671.352   MT  0.99981898   -0 54 22.5
 GV4519
 GV4519                          SUPERSEDED SURVEY CONTROL
 GV4519
 GV4519  NAD 83(1986)-  37 07 57.28567(N)    076 30 03.77658(W) AD(       ) 4
 GV4519  NAD 27      -  37 07 56.75700(N)    076 30 04.96100(W) AD(       ) 3
 GV4519
 GV4519.Superseded values are not recommended for survey control.
 GV4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4519.See file dsdata.txt to determine how the superseded data were derived.
 GV4519
 GV4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6667110634(NAD 83)
 GV4519_MARKER: 21 = AIRPORT BEACON
 GV4519
 GV4519  HISTORY     - Date     Condition        Report By
 GV4519  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV4519  HISTORY     - 1966     GOOD             CGS
 GV4519  HISTORY     - 1966     GOOD             CGS
 GV4519  HISTORY     - 1974     GOOD             NGS
 GV4519  HISTORY     - 1980     GOOD             NGS
 GV4519  HISTORY     - 1987     GOOD             USPSQD
 GV4519  HISTORY     - 19950215 GOOD             NGS
 GV4519
 GV4519                          STATION DESCRIPTION
 GV4519
 GV4519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4519'STATION IS LOCATED AT THE PATRICK HENRY AIRPORT, NEWPORT
 GV4519'NEWS, VIRGINIA ABOUT 170 FEET NORTHWEST OF THE NORTHWEST
 GV4519'CORNER OF THE TERMINAL BUILDING AND AT THE NORTH END OF
 GV4519'A CAR PARKING AREA.
 GV4519'
 GV4519'IT IS A 36 INCH ROTATING BEACON, SHOWING GREEN AND CLEAR
 GV4519'LIGHT, ATOP A STEEL TOWER THAT IS ABOUT 55 FEET HIGH.
 GV4519'
 GV4519'THE EXACT POINT OBSERVED UPON WAS THE CENTERSHAFT DIRECTLY
 GV4519'BELOW THE BEACON.
 GV4519
 GV4519                          STATION RECOVERY (1966)
 GV4519
 GV4519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (FBM)
 GV4519'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4519
 GV4519                          STATION RECOVERY (1966)
 GV4519
 GV4519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 GV4519'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4519
 GV4519                          STATION RECOVERY (1974)
 GV4519
 GV4519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 GV4519'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4519'
 GV4519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PATRICK HENRY
 GV4519'AIRPORT.
 GV4519
 GV4519                          STATION RECOVERY (1980)
 GV4519
 GV4519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 GV4519'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4519'
 GV4519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PATRICK HENRY
 GV4519'AIRPORT.
 GV4519
 GV4519                          STATION RECOVERY (1987)
 GV4519
 GV4519'RECOVERY NOTE BY US POWER SQUADRON 1987 (VHF)
 GV4519'RECOVERED IN GOOD CONDITION.
 GV4519
 GV4519                          STATION RECOVERY (1995)
 GV4519
 GV4519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DLA)
 GV4519'STATION IS LOCATED ABOUT 170 FT (51.8 M) NORTHWEST OF THE NORTHWEST
 GV4519'CORNER OF THE TERMIANL BUILDING AND AT THE NORTH END OF A CAR PARKING
 GV4519'AREA.  IT IS A 36 INCH ROTATING BEACON, SHOWING GREEN AND CLEAR LIGHT,
 GV4519'ATOP A STEEL TOWER THAT IS ABOUT 55 FT (16.8 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2180 ***********************************************************************
 GW2180  DESIGNATION -  AIRPORT BCN PRESTON GLENN APT
 GW2180  PID         -  GW2180
 GW2180  STATE/COUNTY-  VA/CAMPBELL
 GW2180  USGS QUAD   -  CITY FARM (1985)
 GW2180
 GW2180                         *CURRENT SURVEY CONTROL
 GW2180  ___________________________________________________________________
 GW2180* NAD 83(1993)-  37 19 45.34473(N)    079 12 08.33252(W)     ADJUSTED  
 GW2180* NAVD 88     -                                                        
 GW2180  ___________________________________________________________________
 GW2180  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 GW2180  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW2180
 GW2180  HORZ ORDER  -  THIRD
 GW2180
 GW2180.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW2180
 GW2180.The horizontal coordinates were established by classical geodetic methods
 GW2180.and adjusted by the National Geodetic Survey in September 1995..
 GW2180
 GW2180
 GW2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2180
 GW2180.The geoid height was determined by GEOID03.
 GW2180
 GW2180;                    North         East     Units Scale Factor Converg.
 GW2180;SPC VA S     - 1,110,754.390 3,437,760.353   MT  0.99994562   -0 25 34.5
 GW2180;SPC VA S     - 3,644,200.03 11,278,718.76   sFT  0.99994562   -0 25 34.5
 GW2180;UTM  17      - 4,132,914.912   659,265.617   MT  0.99991246   +1 05 25.2
 GW2180
 GW2180                          SUPERSEDED SURVEY CONTROL
 GW2180
 GW2180  NAD 83(1993)-  37 19 45.34556(N)    079 12 08.33240(W) AD(       ) 4
 GW2180  NAD 83(1986)-  37 19 45.35022(N)    079 12 08.34422(W) AD(       ) 4
 GW2180  NAD 27      -  37 19 44.83285(N)    079 12 09.25676(W) AD(       ) 3
 GW2180
 GW2180.Superseded values are not recommended for survey control.
 GW2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2180.See file dsdata.txt to determine how the superseded data were derived.
 GW2180
 GW2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5926632915(NAD 83)
 GW2180_MARKER: 21 = AIRPORT BEACON
 GW2180
 GW2180  HISTORY     - Date     Condition        Report By
 GW2180  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2180  HISTORY     - 1975     GOOD             NGS
 GW2180  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GW2180  HISTORY     - 20051223 GOOD             USPSQD
 GW2180
 GW2180                          STATION DESCRIPTION
 GW2180
 GW2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2180'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF LYNCHBURG
 GW2180'AND AT THE LYNCHBURG MUNICIPAL AIRPORT, PRESTON GLENN FIELD.
 GW2180'THE BEACON IS MOUNTED ON TOP OF THE AIRPORT CONTROL TOWER.
 GW2180'THE OVER-ALL HEIGHT IS 55 FEET.
 GW2180
 GW2180                          STATION RECOVERY (1975)
 GW2180
 GW2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GW2180'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GW2180'
 GW2180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PRESTON GLENN
 GW2180'AIRPORT.
 GW2180
 GW2180                          STATION RECOVERY (1991)
 GW2180
 GW2180'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLH)
 GW2180'MARK NOT FOUND.
 GW2180
 GW2180                          STATION RECOVERY (2005)
 GW2180
 GW2180'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2180'STATION REPORTED AS NOT FOUND IN 1991
 GW2180'TO REACH THE STATION FORM THE INTERSECTION OF US 460 AND AIRPORT ROAD,
 GW2180'PROCEED SOUTH ON AIRPORT ROAD UNTIL YOU COME TO THE AIRPORT.  TTHE
 GW2180'STATION IS ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3375 ***********************************************************************
 HW3375  DESIGNATION -  AIRPORT BCN SHENANDOAH VAL APT
 HW3375  PID         -  HW3375
 HW3375  STATE/COUNTY-  VA/AUGUSTA
 HW3375  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW3375
 HW3375                         *CURRENT SURVEY CONTROL
 HW3375  ___________________________________________________________________
 HW3375* NAD 83(1993)-  38 15 45.69793(N)    078 54 04.43151(W)     ADJUSTED  
 HW3375* NAVD 88     -                                                        
 HW3375  ___________________________________________________________________
 HW3375  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HW3375  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW3375
 HW3375  HORZ ORDER  -  THIRD
 HW3375
 HW3375.This mark is at Shenandoah Valley Regional Airport (SHD)
 HW3375
 HW3375.The horizontal coordinates were established by classical geodetic methods
 HW3375.and adjusted by the National Geodetic Survey in November 1994..
 HW3375
 HW3375
 HW3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3375
 HW3375.The geoid height was determined by GEOID03.
 HW3375
 HW3375;                    North         East     Units Scale Factor Converg.
 HW3375;SPC VA N     - 2,066,234.399 3,464,886.233   MT  0.99996744   -0 15 01.5
 HW3375;SPC VA N     - 6,778,970.69 11,367,714.25   sFT  0.99996744   -0 15 01.5
 HW3375;UTM  17      - 4,237,045.214   683,616.729   MT  1.00001523   +1 18 00.2
 HW3375
 HW3375                          SUPERSEDED SURVEY CONTROL
 HW3375
 HW3375  NAD 83(1986)-  38 15 45.70259(N)    078 54 04.43710(W) AD(       ) 4
 HW3375  NAD 27      -  38 15 45.23448(N)    078 54 05.34437(W) AD(       ) 3
 HW3375
 HW3375.Superseded values are not recommended for survey control.
 HW3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3375.See file dsdata.txt to determine how the superseded data were derived.
 HW3375
 HW3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8361737045(NAD 83)
 HW3375_MARKER: 21 = AIRPORT BEACON
 HW3375
 HW3375  HISTORY     - Date     Condition        Report By
 HW3375  HISTORY     - 1966     FIRST OBSERVED   CGS
 HW3375  HISTORY     - 1977     GOOD             NGS
 HW3375
 HW3375                          STATION DESCRIPTION
 HW3375
 HW3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EP)
 HW3375'THIS STATION IS THE GREEN AND WHITE ROTATING BEACON LOCATED
 HW3375'WEST OF THE MIDPOINT OF THE SHENANDOAH VALLEY AIRPORT.  IT
 HW3375'IS ABOUT 875 FEET NORTHWEST OF THE EDGE OF THE RUNWAY.  500
 HW3375'FEET SOUTHWEST OF THE TERMINAL BUILDING.  15.0 FEET SOUTH
 HW3375'OF THE NORTHWEST CORNER OF A HANGAR WITH LARGE RED LETTERS
 HW3375'SPELLING PIPER ON THE SOUTHEAST END.  IT IS A RED AND WHITE
 HW3375'PAINTED, 4 LEGGED STEEL TRUSSWORK TOWER ABOUT 60 FEET HIGH.
 HW3375'THE POINT INTERSECTED WAS THE SPINDLE AT THE BASE OF THE
 HW3375'LIGHT.
 HW3375
 HW3375                          STATION RECOVERY (1977)
 HW3375
 HW3375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 HW3375'STATION RECOVERED IN GOOD CONDITION.
 HW3375'
 HW3375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 HW3375'OF WEYERS CAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2228 ***********************************************************************
 GW2228  DESIGNATION -  AIRPORT BCN WOODRUM FIELD
 GW2228  PID         -  GW2228
 GW2228  STATE/COUNTY-  VA/C OF ROANOKE
 GW2228  USGS QUAD   -  ROANOKE (1984)
 GW2228
 GW2228                         *CURRENT SURVEY CONTROL
 GW2228  ___________________________________________________________________
 GW2228* NAD 83(1993)-  37 19 31.76720(N)    079 58 33.19324(W)     ADJUSTED  
 GW2228* NAVD 88     -                                                        
 GW2228  ___________________________________________________________________
 GW2228  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GW2228  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2228
 GW2228  HORZ ORDER  -  THIRD
 GW2228
 GW2228.This mark is at Roanoke Regional/woodrum Field Airport (ROA)
 GW2228
 GW2228.The horizontal coordinates were established by classical geodetic methods
 GW2228.and adjusted by the National Geodetic Survey in September 1995..
 GW2228
 GW2228
 GW2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2228
 GW2228.The geoid height was determined by GEOID03.
 GW2228
 GW2228;                    North         East     Units Scale Factor Converg.
 GW2228;SPC VA S     - 1,111,126.763 3,369,203.362   MT  0.99994567   -0 53 44.7
 GW2228;SPC VA S     - 3,645,421.72 11,053,794.70   sFT  0.99994567   -0 53 44.7
 GW2228;UTM  17      - 4,131,472.831   590,732.956   MT  0.99970141   +0 37 15.6
 GW2228
 GW2228                          SUPERSEDED SURVEY CONTROL
 GW2228
 GW2228  NAD 83(1993)-  37 19 31.76985(N)    079 58 33.19204(W) AD(       ) 4
 GW2228  NAD 83(1986)-  37 19 31.77037(N)    079 58 33.20400(W) AD(       ) 4
 GW2228  NAD 27      -  37 19 31.28500(N)    079 58 34.06600(W) AD(       ) 3
 GW2228
 GW2228.Superseded values are not recommended for survey control.
 GW2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2228.See file dsdata.txt to determine how the superseded data were derived.
 GW2228
 GW2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9073331473(NAD 83)
 GW2228_MARKER: 21 = AIRPORT BEACON
 GW2228
 GW2228  HISTORY     - Date     Condition        Report By
 GW2228  HISTORY     - 1956     FIRST OBSERVED   CGS
 GW2228  HISTORY     - 1960     GOOD             CGS
 GW2228  HISTORY     - 1966     GOOD             CGS
 GW2228  HISTORY     - 1969     GOOD             CGS
 GW2228
 GW2228                          STATION DESCRIPTION
 GW2228
 GW2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JCC)
 GW2228'THE STATION IS THE CENTER OF THE REVOLVING BEACON MOUNTED ON
 GW2228'THE ROOF OF THE CONTROL TOWER AT WOODROM FIELD.  LOCATED AT
 GW2228'THE NORTH EDGE OF ROANOKE IN THE SOUTHWEST ANGLE OF STATE HIGHWAYS
 GW2228'117 AND 118.
 GW2228
 GW2228                          STATION RECOVERY (1960)
 GW2228
 GW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 GW2228'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 GW2228'J.C.C.
 GW2228
 GW2228                          STATION RECOVERY (1966)
 GW2228
 GW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 GW2228'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 GW2228'DESCRIPTION IS ADEQUATE.
 GW2228
 GW2228                          STATION RECOVERY (1969)
 GW2228
 GW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 GW2228'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3671 ***********************************************************************
 HW3671  CBN         -  This is a Cooperative Base Network Control Station.
 HW3671  PACS        -  This is a Primary Airport Control Station.
 HW3671  DESIGNATION -  AIRPORT G 1
 HW3671  PID         -  HW3671
 HW3671  STATE/COUNTY-  VA/ALBEMARLE
 HW3671  USGS QUAD   -  EARLYSVILLE (1984)
 HW3671
 HW3671                         *CURRENT SURVEY CONTROL
 HW3671  ___________________________________________________________________
 HW3671* NAD 83(1993)-  38 07 43.10211(N)    078 27 32.95909(W)     ADJUSTED  
 HW3671* NAVD 88     -       195.81   (meters)     642.4    (feet)  GPS OBS   
 HW3671  ___________________________________________________________________
 HW3671  X           -   1,005,084.660 (meters)                     COMP
 HW3671  Y           -  -4,922,185.633 (meters)                     COMP
 HW3671  Z           -   3,916,786.606 (meters)                     COMP
 HW3671  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HW3671  ELLIP HEIGHT-         163.19  (meters)          (07/14/04) GPS OBS
 HW3671  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3671
 HW3671  HORZ ORDER  -  B
 HW3671  ELLP ORDER  -  THIRD     CLASS II
 HW3671
 HW3671.This mark is at Charlottesville-Albemarle Airport (CHO)
 HW3671
 HW3671.The horizontal coordinates were established by GPS observations
 HW3671.and adjusted by the National Geodetic Survey in June 1994..
 HW3671
 HW3671.The orthometric height was determined by GPS observations and a
 HW3671.high-resolution geoid model.
 HW3671
 HW3671.GPS derived orthometric heights for airport stations designated as
 HW3671.PACS or SACS are published to 2 decimal places.  This maintains
 HW3671.centimeter relative accuracy between the PACS and SACS.  It does
 HW3671.not indicate centimeter accuracy relative to other marks which are
 HW3671.part of the NAVD 88 network.
 HW3671
 HW3671.Photographs are available for this station.
 HW3671
 HW3671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3671
 HW3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3671
 HW3671.The ellipsoidal height was determined by GPS observations
 HW3671.and is referenced to NAD 83.
 HW3671
 HW3671.The geoid height was determined by GEOID03.
 HW3671
 HW3671;                    North         East     Units Scale Factor Converg.
 HW3671;SPC VA S     - 1,199,245.229 3,503,581.335   MT  1.00003358   +0 01 29.2
 HW3671;SPC VA S     - 3,934,523.72 11,494,666.43   sFT  1.00003358   +0 01 29.2
 HW3671;UTM  17      - 4,223,138.039   722,706.644   MT  1.00021089   +1 34 10.0
 HW3671
 HW3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3671!SPC VA S     -   0.99997439  x   1.00003358  =   1.00000797
 HW3671!UTM  17      -   0.99997439  x   1.00021089  =   1.00018528
 HW3671
 HW3671|---------------------------------------------------------------------|
 HW3671| PID    Reference Object                     Distance      Geod. Az  |
 HW3671|                                                           dddmmss.s |
 HW3671| AA9191 CHO AP STA C                        326.508 METERS 03257     |
 HW3671| AH4620 CHO D                               APPROX. 0.5 KM 0490729.3 |
 HW3671|---------------------------------------------------------------------|
 HW3671
 HW3671                          SUPERSEDED SURVEY CONTROL
 HW3671
 HW3671  ELLIP H (08/14/01)  163.20   (m)                       GP(       ) 4 1
 HW3671  NAD 83(1993)-  38 07 43.10212(N)    078 27 32.95909(W) AD(       ) B
 HW3671  ELLIP H (04/04/94)  163.20   (m)                       GP(       ) 4 1
 HW3671
 HW3671.Superseded values are not recommended for survey control.
 HW3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3671.See file dsdata.txt to determine how the superseded data were derived.
 HW3671
 HW3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2270723138(NAD 83)
 HW3671_MARKER: I = METAL ROD
 HW3671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HW3671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HW3671_STAMPING: AIRPORT G 1 1992
 HW3671_MARK LOGO: NGS   
 HW3671_PROJECTION: FLUSH
 HW3671_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3671+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 HW3671_ROD/PIPE-DEPTH: 15.5 meters
 HW3671_SLEEVE-DEPTH  : 1.00 meters
 HW3671
 HW3671  HISTORY     - Date     Condition        Report By
 HW3671  HISTORY     - 1992     MONUMENTED       NGS
 HW3671  HISTORY     - 19941012 GOOD             NGS
 HW3671  HISTORY     - 19950227 GOOD             LOCENG
 HW3671  HISTORY     - 19970203 GOOD             NGS
 HW3671  HISTORY     - 19990302 GOOD             GEOMET
 HW3671  HISTORY     - 20000228 GOOD             VADOT
 HW3671  HISTORY     - 20001031 GOOD             NGS
 HW3671  HISTORY     - 20020918 GOOD             NGS
 HW3671  HISTORY     - 20040122 GOOD             ENGGRO
 HW3671
 HW3671                          STATION DESCRIPTION
 HW3671
 HW3671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3671'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) WEST-NORTHWEST OF
 HW3671'WAYNESBORO, 24.0 KM (14.90 MI) WEST OF GORDONSVILLE, 9.6 KM
 HW3671'(5.95 MI) NORTH OF CHARLOTTESVILE AND JUST SOUTH OF THE
 HW3671'CHARLOTTESVILLE-ALBEMARLE AIRPORT ON THE AIRPORT PROPERTY.
 HW3671'OWNERSHIP--CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY, 201 BOWEN
 HW3671'LOOP, CHARLOTTESVILLE VA 22901.  CONTACT BRIAN ELLIOT, PHONE, (804)
 HW3671'973-8341.
 HW3671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 BYPASS AND
 HW3671'U.S. HIGHWAY 29 IN THE NORTH PART OF CHARLOTTESVILLE.  GO NORTH ON
 HW3671'U.S. HIGHWAY 29 FOR 5.9 KM (3.65 MI) TO THE JUNCTION OF SECONDARY
 HW3671'STATE HIGHWAY 643, CONTINUE AHEAD ON U.S. HIGHWAY 29 FOR 5.6 KM
 HW3671'(3.45 MI) TO THE JUNCTION OF SECONDARY STATE HIGHWAY 649, TURN LEFT
 HW3671'AND GO WEST FOR 1.3 KM (0.80 MI) ON STATE HIGHWAY 649 TO SECONDARY
 HW3671'STATE HIGHWAY 606 AND THE AIRPORT TERMINAL STRAIGHT AHEAD, KEEP LEFT,
 HW3671'SOUTHWEST, ON STATE HIGHWAY 606 FOR 1.8 KM (1.10 MI) TO THE JUNCTION
 HW3671'OF SECONDARY STATE HIGHWAY 743, TURN LEFT AND GO SOUTH ON STATE
 HW3671'HIGHWAY 743 FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD LEFT, TURN LEFT AND
 HW3671'GO EAST FOR 0.16 KM (0.10 MI) TO A TRACK ROAD LEFT, TURN LEFT THEN
 HW3671'LEFT, WEST, AROUND A WOOD POLE WITH ELECTRIC METER FOR 0.16 KM
 HW3671'(0.10 MI) ACROSS THE FIELD TO THE CORNER, TURN RIGHT, NORTH FOLLOWING
 HW3671'BESIDE STATE HIGHWAY 743 FOR 0.16 KM (0.10 MI) TO THE STATION.
 HW3671'STATION IS 40.89 M (134.15 FT) NORTH OF A NO TRESPASSING SIGN, 17.68 M
 HW3671'(58.01 FT) NORTHEAST OF A 4 X 4 WOOD SIGN POST WITH (606) ON IT,
 HW3671'10.67 M (35.01 FT) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF STATE
 HW3671'HIGHWAY 743 AND 0.91 M (2.99 FT) SOUTH-SOUTHWEST OF A WITNESS POST.
 HW3671'ROD IS RECESSED 0.015 M (0.049 FT) BELOW ACCESS COVER.
 HW3671
 HW3671                          STATION RECOVERY (1994)
 HW3671
 HW3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HW3671'RECOVERED AS DESCRIBED.
 HW3671
 HW3671                          STATION RECOVERY (1995)
 HW3671
 HW3671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (DW)
 HW3671'RECOVERED AS DESCRIBED.
 HW3671
 HW3671                          STATION RECOVERY (1997)
 HW3671
 HW3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HW3671'RECOVERY NOTES BY NATIONAL GEODETIC SURVEY.  (ED) RECOVERED AS
 HW3671'DESCRIBED.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 HW3671'STATION.
 HW3671
 HW3671                          STATION RECOVERY (1999)
 HW3671
 HW3671'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (CG)
 HW3671'THIS IS A VERY GOOD STATION AND VERY ACCESSIBLE.
 HW3671
 HW3671                          STATION RECOVERY (2000)
 HW3671
 HW3671'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (WM)
 HW3671'RECOVERED AS DESCRIBED.
 HW3671
 HW3671                          STATION RECOVERY (2000)
 HW3671
 HW3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 HW3671'RECOVERED AS DESCRIBED.
 HW3671' 
 HW3671'
 HW3671
 HW3671                          STATION RECOVERY (2002)
 HW3671
 HW3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (NC)
 HW3671'RECOVERED IN GOOD CONDITION.
 HW3671
 HW3671                          STATION RECOVERY (2004)
 HW3671
 HW3671'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2004 (BWJ)
 HW3671'RECOVERED AS DESCRIBED.THERE IS GRADING WORK BEING DONE ON SITE, BUT
 HW3671'THE MONUMENT HAS NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0112 ***********************************************************************
 FY0112  DESIGNATION -  AIRPORT RM 1
 FY0112  PID         -  FY0112
 FY0112  STATE/COUNTY-  VA/MECKLENBURG
 FY0112  USGS QUAD   -  SOUTH HILL (1981)
 FY0112
 FY0112                         *CURRENT SURVEY CONTROL
 FY0112  ___________________________________________________________________
 FY0112* NAD 83(1986)-  36 42 45.     (N)    078 09 59.     (W)     SCALED    
 FY0112* NAVD 88     -       120.677  (meters)     395.92   (feet)  ADJUSTED  
 FY0112  ___________________________________________________________________
 FY0112  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 FY0112  DYNAMIC HT  -         120.583 (meters)     395.61  (feet)  COMP
 FY0112  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 FY0112
 FY0112  VERT ORDER  -  SECOND    CLASS 0
 FY0112
 FY0112.The horizontal coordinates were scaled from a topographic map and have
 FY0112.an estimated accuracy of +/- 6 seconds.
 FY0112
 FY0112.The orthometric height was determined by differential leveling
 FY0112.and adjusted by the National Geodetic Survey in June 1991..
 FY0112
 FY0112.The geoid height was determined by GEOID03.
 FY0112
 FY0112.The dynamic height is computed by dividing the NAVD 88
 FY0112.geopotential number by the normal gravity value computed on the
 FY0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0112.degrees latitude (g = 980.6199 gals.).
 FY0112
 FY0112.The modeled gravity was interpolated from observed gravity values.
 FY0112
 FY0112;                    North         East    Units  Estimated Accuracy
 FY0112;SPC VA S     - 1,042,130.    3,529,810.      MT  (+/- 180 meters Scaled)
 FY0112
 FY0112                          SUPERSEDED SURVEY CONTROL
 FY0112
 FY0112  NGVD 29 (??/??/92)  120.982  (m)          396.92   (f) ADJ UNCH    2 0
 FY0112
 FY0112.Superseded values are not recommended for survey control.
 FY0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0112.See file dsdata.txt to determine how the superseded data were derived.
 FY0112
 FY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA530667(NAD 83)
 FY0112_MARKER: DR = REFERENCE MARK DISK
 FY0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0112_STAMPING: AIRPORT NO 1966
 FY0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0112+STABILITY: SURFACE MOTION
 FY0112
 FY0112  HISTORY     - Date     Condition        Report By
 FY0112  HISTORY     - 1966     MONUMENTED       CGS
 FY0112  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0112
 FY0112                          STATION DESCRIPTION
 FY0112
 FY0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0112'2.3 MI SW FROM SOUTH HILL.
 FY0112'AT THE AIRPORT STATION SITE-- 89.74 FEET EAST OF THE STATION,
 FY0112'165 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 74 FEET
 FY0112'NORTHEAST OF THE SOUTHEAST CORNER OF HANGER, 1.0 FOOT NORTHWEST
 FY0112'OF A CHAIN FENCE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 FY0112'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 FY0112
 FY0112                          STATION RECOVERY (2005)
 FY0112
 FY0112'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0112'AOIRPOR5T HAS BEEN REPLACED BY A BUSINESS PARK AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3926 ***********************************************************************
 GV3926  DESIGNATION -  AIRVILLE
 GV3926  PID         -  GV3926
 GV3926  STATE/COUNTY-  VA/C OF HAMPTON
 GV3926  USGS QUAD   -  HAMPTON (1986)
 GV3926
 GV3926                         *CURRENT SURVEY CONTROL
 GV3926  ___________________________________________________________________
 GV3926* NAD 83(1993)-  37 03 51.55996(N)    076 20 16.32110(W)     ADJUSTED  
 GV3926* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 GV3926  ___________________________________________________________________
 GV3926  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 GV3926  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV3926
 GV3926  HORZ ORDER  -  SECOND
 GV3926
 GV3926.The horizontal coordinates were established by classical geodetic methods
 GV3926.and adjusted by the National Geodetic Survey in September 1995..
 GV3926
 GV3926.The orthometric height was scaled from a topographic map.
 GV3926
 GV3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3926
 GV3926.The geoid height was determined by GEOID03.
 GV3926
 GV3926;                    North         East     Units Scale Factor Converg.
 GV3926;SPC VA S     - 1,083,322.771 3,692,268.208   MT  0.99995932   +1 18 44.1
 GV3926;SPC VA S     - 3,554,201.46 12,113,716.61   sFT  0.99995932   +1 18 44.1
 GV3926;UTM  18      - 4,102,844.920   381,059.220   MT  0.99977427   -0 48 23.2
 GV3926
 GV3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3926!SPC VA S     -   1.00000516  x   0.99995932  =   0.99996448
 GV3926!UTM  18      -   1.00000516  x   0.99977427  =   0.99977943
 GV3926
 GV3926|---------------------------------------------------------------------|
 GV3926| PID    Reference Object                     Distance      Geod. Az  |
 GV3926|                                                           dddmmss.s |
 GV3926| DC6070 AIRVILLE RM 2                        27.268 METERS 00418     |
 GV3926| GV4003 LANGLEY VIEW WATER TANK             APPROX. 0.6 KM 0485042.7 |
 GV3926| DC6069 AIRVILLE RM 1                         8.328 METERS 27355     |
 GV3926| GV4042 ROW 1941                            APPROX. 0.6 KM 3493023.5 |
 GV3926|---------------------------------------------------------------------|
 GV3926
 GV3926                          SUPERSEDED SURVEY CONTROL
 GV3926
 GV3926  NAD 83(1986)-  37 03 51.56515(N)    076 20 16.35721(W) AD(       ) 2
 GV3926  NAD 27      -  37 03 51.03900(N)    076 20 17.56100(W) AD(       ) 2
 GV3926
 GV3926.Superseded values are not recommended for survey control.
 GV3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3926.See file dsdata.txt to determine how the superseded data were derived.
 GV3926
 GV3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8105902845(NAD 83)
 GV3926_MARKER: DS = TRIANGULATION STATION DISK
 GV3926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3926
 GV3926  HISTORY     - Date     Condition        Report By
 GV3926  HISTORY     - 1941     MONUMENTED       CGS
 GV3926  HISTORY     - 1943     GOOD             CGS
 GV3926  HISTORY     - 1955     GOOD             AMS
 GV3926  HISTORY     - 19641201 MARK NOT FOUND   USGS
 GV3926
 GV3926                          STATION DESCRIPTION
 GV3926
 GV3926'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3926'THE STATION IS 1 MILE SOUTHEAST OF LANGLEY FIELD ON LAND OWNED
 GV3926'BY MRS. M.L. PHILLIPS.  IT IS IN THE EAST EDGE OF A FIELD AT
 GV3926'THE WEST EDGE OF THE WOODS, 81 FEET SOUTH OF THE CENTER OF THE
 GV3926'MACADAM ROAD, AND 143 FEET SOUTHEAST OF THE EAST BRICK PIER.  THE
 GV3926'DISK IS STAMPED AIRVILLE 1941 AND PROJECTS 6 INCHES.  TO
 GV3926'REACH THE STATION FROM THE SOUTH END OF SOUTHWEST BRANCH
 GV3926'BRIDGE THAT GOES TO LANGLEY FIELD, GO SOUTH ON HAMPTON ROAD FOR
 GV3926'0.75 MILE, THEN TURN LEFT ON LAMINGTON ROAD AND GO 0.1 MILE TO
 GV3926'A T ROAD, TURN LEFT AND GO 0.65 MILE TO A CROSS ROADS AT TWO
 GV3926'BRICK PIERS ON THE LEFT AND THE STATION ON THE RIGHT AS
 GV3926'DESCRIBED.
 GV3926'
 GV3926'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET ACCORDING TO
 GV3926'NOTES 1A, 7A AND 11A.
 GV3926'
 GV3926'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION IN THE
 GV3926'FIELD, 6 NORTH OF THE CENTER OF A DIM ROAD, AND 13 FEET
 GV3926'SOUTH OF THE CENTER OF THE ASPHALT ROAD.  THE DISK IS STAMPED
 GV3926'AIRVILLE NO. 1 1941 AND PROJECTS 8 INCHES.
 GV3926'
 GV3926'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION IN THE NORTH
 GV3926'EDGE OF THE FIELD, 13 FEET SOUTH OF THE CENTER OF THE ASPHALT
 GV3926'ROAD.  THE DISK IS STAMPED AIRVILLE NO. 2 1941 AND PROJECTS
 GV3926'8 INCHES.
 GV3926'
 GV3926'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GV3926
 GV3926                          STATION RECOVERY (1943)
 GV3926
 GV3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3926'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 GV3926'DESCRIBED.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 GV3926'FOUND TO BE CORRECT.
 GV3926
 GV3926                          STATION RECOVERY (1955)
 GV3926
 GV3926'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3926'STATION FOUND IN GOOD CONDITION AND PROJECTS 0.6 FEET.  IT IS
 GV3926'82 FEET S OF AND PERPENDICULAR TO ROAD, 147 FEET E OF LANE, ALONG
 GV3926'WOOD LINE, AND 12 FEET N OF EDGE N OF EW WOOD LINE.  CHANGE
 GV3926'DESCRIPTION TO ROAD-AT SOUTH EDGE OF FIELD, AT NORTH EDGE OF A
 GV3926'WOODS.  REFERENCE MARK NO. 1 OKAY AND REFERENCE MARK NO. 2 OKAY.
 GV3926
 GV3926                          STATION RECOVERY (1964)
 GV3926
 GV3926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (UNK)
 GV3926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5645 ***********************************************************************
 GV5645  DESIGNATION -  AIRWAY BCN 1 LIGHT WHITE FL
 GV5645  PID         -  GV5645
 GV5645  STATE/COUNTY-  VA/CHESTERFIELD
 GV5645  USGS QUAD   -  WINTERPOCK (1987)
 GV5645
 GV5645                         *CURRENT SURVEY CONTROL
 GV5645  ___________________________________________________________________
 GV5645* NAD 83(1993)-  37 17 04.69789(N)    077 41 37.18061(W)     ADJUSTED  
 GV5645* NAVD 88     -                                                        
 GV5645  ___________________________________________________________________
 GV5645  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 GV5645  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GV5645
 GV5645  HORZ ORDER  -  THIRD
 GV5645
 GV5645.The horizontal coordinates were established by classical geodetic methods
 GV5645.and adjusted by the National Geodetic Survey in September 1995..
 GV5645
 GV5645
 GV5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5645
 GV5645.The geoid height was determined by GEOID03.
 GV5645
 GV5645;                    North         East     Units Scale Factor Converg.
 GV5645;SPC VA S     - 1,105,875.963 3,571,500.432   MT  0.99994644   +0 29 21.8
 GV5645;SPC VA S     - 3,628,194.72 11,717,497.67   sFT  0.99994644   +0 29 21.8
 GV5645;UTM  18      - 4,129,850.843   261,201.340   MT  1.00030250   -1 37 57.1
 GV5645
 GV5645                          SUPERSEDED SURVEY CONTROL
 GV5645
 GV5645  NAD 83(1993)-  37 17 04.69784(N)    077 41 37.19089(W) AD(       ) 4
 GV5645  NAD 83(1986)-  37 17 04.70430(N)    077 41 37.19930(W) AD(       ) 4
 GV5645  NAD 27      -  37 17 04.16000(N)    077 41 38.22000(W) AD(       ) 3
 GV5645
 GV5645.Superseded values are not recommended for survey control.
 GV5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5645.See file dsdata.txt to determine how the superseded data were derived.
 GV5645
 GV5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6120129851(NAD 83)
 GV5645_MARKER: 22 = AIRWAY BEACON
 GV5645
 GV5645  HISTORY     - Date     Condition        Report By
 GV5645  HISTORY     - 1933     FIRST OBSERVED   CGS
 GV5645  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5645
 GV5645                          STATION DESCRIPTION
 GV5645
 GV5645'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4486 ***********************************************************************
 JV4486  DESIGNATION -  AIRWAY BCN 1 NE OF DRANESVILLE
 JV4486  PID         -  JV4486
 JV4486  STATE/COUNTY-  VA/FAIRFAX
 JV4486  USGS QUAD   -  SENECA (1994)
 JV4486
 JV4486                         *CURRENT SURVEY CONTROL
 JV4486  ___________________________________________________________________
 JV4486* NAD 83(1993)-  39 00 57.85236(N)    077 20 35.26268(W)     ADJUSTED  
 JV4486* NAVD 88     -                                                        
 JV4486  ___________________________________________________________________
 JV4486  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 JV4486  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JV4486
 JV4486  HORZ ORDER  -  THIRD
 JV4486
 JV4486.The horizontal coordinates were established by classical geodetic methods
 JV4486.and adjusted by the National Geodetic Survey in November 1994..
 JV4486
 JV4486
 JV4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4486
 JV4486.The geoid height was determined by GEOID03.
 JV4486
 JV4486;                    North         East     Units Scale Factor Converg.
 JV4486;SPC VA N     - 2,150,416.481 3,600,187.539   MT  0.99997253   +0 43 19.3
 JV4486;SPC VA N     - 7,055,158.07 11,811,615.28   sFT  0.99997253   +0 43 19.3
 JV4486;UTM  18      - 4,321,172.064   297,138.444   MT  1.00010676   -1 28 32.1
 JV4486
 JV4486                          SUPERSEDED SURVEY CONTROL
 JV4486
 JV4486  NAD 83(1993)-  39 00 57.85214(N)    077 20 35.26422(W) AD(       ) 4
 JV4486  NAD 83(1986)-  39 00 57.85219(N)    077 20 35.27444(W) AD(       ) 4
 JV4486  NAD 27      -  39 00 57.45872(N)    077 20 36.32294(W) AD(       ) 3
 JV4486
 JV4486.Superseded values are not recommended for survey control.
 JV4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4486.See file dsdata.txt to determine how the superseded data were derived.
 JV4486
 JV4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9713821172(NAD 83)
 JV4486_MARKER: 22 = AIRWAY BEACON
 JV4486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4486+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 JV4486
 JV4486  HISTORY     - Date     Condition        Report By
 JV4486  HISTORY     - 1943     FIRST OBSERVED   CGS
 JV4486  HISTORY     - 1954     GOOD             CGS
 JV4486  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 JV4486  HISTORY     - 20050303 GOOD             USPSQD
 JV4486
 JV4486                          STATION DESCRIPTION
 JV4486
 JV4486'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 JV4486'THE BEACON IS LOCATED ABOUT 2 MILES NE OF DRANESVILLE, 1.6 MILES N OF
 JV4486'STATE ROUTE 7 ON COUNTY ROAD 602.  IT IS 122 PACES N OF THE CENTER
 JV4486'OF A DRIVEWAY LEADING TO A WHITE HOUSE, OWNED BY MR. GROVER WOOD,
 JV4486'AND 210 PACES E OF THE CENTER OF PAVED COUNTY ROAD 602.
 JV4486'
 JV4486'IT IS 51 FEET HIGH AND CONSTRUCTED OF STEEL TRUSSWORK, AND IS PAINTED
 JV4486'RED AND WHITE, COLORS ALTERNATING EVERY TWO SECTIONS.
 JV4486'
 JV4486'THIS IS AN INTERSECTION STATION.
 JV4486
 JV4486                          STATION RECOVERY (1954)
 JV4486
 JV4486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JV4486'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS LISTED AS BEING IN
 JV4486'PRINCE WILLIAM COUNTY INSTEAD OF FAIRFAX COUNTY.
 JV4486'
 JV4486'A NEW DESCRIPTION FOLLOWS--STATION IS A REVOLVING LIGHT LOCATED ABOUT
 JV4486'4 MILES NORTHEAST OF HERNDON AND 2 MILES NORTH OF DRANESVILLE.  IT
 JV4486'IS MOUNTED ON A FOUR LEGGED STEEL STRUCTURE WHICH IS ABOUT 50 FEET
 JV4486'HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 JV4486'
 JV4486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 602
 JV4486'IN DRANESVILLE, GO NORTH ON HIGHWAY 602 FOR 1.0 MILE TO A SIDE ROAD
 JV4486'RIGHT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.1 MILE AND THE
 JV4486'STATION ABOUT 350 FEET TO THE NORTH IN A FIELD.
 JV4486
 JV4486                          STATION RECOVERY (1997)
 JV4486
 JV4486'RECOVERY NOTE BY US POWER SQUADRON 1997
 JV4486'MARK NOT FOUND.
 JV4486
 JV4486                          STATION RECOVERY (2005)
 JV4486
 JV4486'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLM)
 JV4486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3346 ***********************************************************************
 GA3346  DESIGNATION -  AIRWAY BCN 27 1 MI NE BRISTOL
 GA3346  PID         -  GA3346
 GA3346  STATE/COUNTY-  VA/WASHINGTON
 GA3346  USGS QUAD   -  BRISTOL (1991)
 GA3346
 GA3346                         *CURRENT SURVEY CONTROL
 GA3346  ___________________________________________________________________
 GA3346* NAD 83(1993)-  36 36 46.10061(N)    082 07 44.16805(W)     ADJUSTED  
 GA3346* NAVD 88     -                                                        
 GA3346  ___________________________________________________________________
 GA3346  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GA3346  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA3346
 GA3346  HORZ ORDER  -  THIRD
 GA3346
 GA3346.The horizontal coordinates were established by classical geodetic methods
 GA3346.and adjusted by the National Geodetic Survey in December 1995..
 GA3346
 GA3346
 GA3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3346
 GA3346.The geoid height was determined by GEOID03.
 GA3346
 GA3346;                    North         East     Units Scale Factor Converg.
 GA3346;SPC VA S     - 1,037,253.802 3,175,421.630   MT  1.00003149   -2 12 09.0
 GA3346;SPC VA S     - 3,403,056.85 10,418,029.13   sFT  1.00003149   -2 12 09.0
 GA3346;SPC TN       -   259,762.700   946,232.970   MT  1.00004067   +2 15 58.6
 GA3346;SPC TN       -   852,238.12  3,104,432.67   sFT  1.00004067   +2 15 58.6
 GA3346;UTM  17      - 4,052,514.288   399,042.823   MT  0.99972557   -0 40 24.1
 GA3346
 GA3346                          SUPERSEDED SURVEY CONTROL
 GA3346
 GA3346  NAD 83(1993)-  36 36 46.10062(N)    082 07 44.16884(W) AD(       ) 4
 GA3346  NAD 83(1986)-  36 36 46.11416(N)    082 07 44.17399(W) AD(       ) 4
 GA3346  NAD 27      -  36 36 45.71411(N)    082 07 44.70714(W) AD(       ) 3
 GA3346
 GA3346.Superseded values are not recommended for survey control.
 GA3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3346.See file dsdata.txt to determine how the superseded data were derived.
 GA3346
 GA3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9904352514(NAD 83)
 GA3346_MARKER: 22 = AIRWAY BEACON
 GA3346
 GA3346  HISTORY     - Date     Condition        Report By
 GA3346  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3346
 GA3346                          STATION DESCRIPTION
 GA3346
 GA3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3346'THE STATION IS CENTER OF THE REVOLVING LIGHT ATOP A 62 FOOT
 GA3346'HIGH STEEL TOWER PAINTED RED AND WHITE.  LOCATED ABOUT ONE
 GA3346'MILE NORTHEAST OF THE CITY LIMITS OF BRISTOL ON A LOW WOODED
 GA3346'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5654 ***********************************************************************
 GV5654  DESIGNATION -  AIRWAY BCN 3 WHITE LIGHT
 GV5654  PID         -  GV5654
 GV5654  STATE/COUNTY-  VA/DINWIDDIE
 GV5654  USGS QUAD   -  DE WITT (1974)
 GV5654
 GV5654                         *CURRENT SURVEY CONTROL
 GV5654  ___________________________________________________________________
 GV5654* NAD 83(1993)-  37 02 12.30730(N)    077 39 05.63390(W)     ADJUSTED  
 GV5654* NAVD 88     -                                                        
 GV5654  ___________________________________________________________________
 GV5654  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 GV5654  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV5654
 GV5654  HORZ ORDER  -  THIRD
 GV5654
 GV5654.The horizontal coordinates were established by classical geodetic methods
 GV5654.and adjusted by the National Geodetic Survey in September 1995..
 GV5654
 GV5654
 GV5654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5654
 GV5654.The geoid height was determined by GEOID03.
 GV5654
 GV5654;                    North         East     Units Scale Factor Converg.
 GV5654;SPC VA S     - 1,078,400.510 3,575,480.370   MT  0.99996197   +0 30 53.8
 GV5654;SPC VA S     - 3,538,052.34 11,730,555.18   sFT  0.99996197   +0 30 53.8
 GV5654;UTM  18      - 4,102,237.688   264,164.466   MT  1.00028522   -1 35 52.2
 GV5654
 GV5654                          SUPERSEDED SURVEY CONTROL
 GV5654
 GV5654  NAD 83(1993)-  37 02 12.32906(N)    077 39 05.64984(W) AD(       ) 4
 GV5654  NAD 83(1986)-  37 02 12.31445(N)    077 39 05.64984(W) AD(       ) 4
 GV5654  NAD 27      -  37 02 11.77500(N)    077 39 06.67900(W) AD(       ) 3
 GV5654
 GV5654.Superseded values are not recommended for survey control.
 GV5654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5654.See file dsdata.txt to determine how the superseded data were derived.
 GV5654
 GV5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6416402238(NAD 83)
 GV5654_MARKER: 22 = AIRWAY BEACON
 GV5654
 GV5654  HISTORY     - Date     Condition        Report By
 GV5654  HISTORY     - 1933     FIRST OBSERVED   CGS
 GV5654
 GV5654                          STATION DESCRIPTION
 GV5654
 GV5654'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2145 ***********************************************************************
 FZ2145  DESIGNATION -  AIRWAY BCN 31 1 MI E MARION
 FZ2145  PID         -  FZ2145
 FZ2145  STATE/COUNTY-  VA/SMYTH
 FZ2145  USGS QUAD   -  MARION (1978)
 FZ2145
 FZ2145                         *CURRENT SURVEY CONTROL
 FZ2145  ___________________________________________________________________
 FZ2145* NAD 83(1993)-  36 49 19.53514(N)    081 30 21.15285(W)     ADJUSTED  
 FZ2145* NAVD 88     -                                                        
 FZ2145  ___________________________________________________________________
 FZ2145  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FZ2145  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ2145
 FZ2145  HORZ ORDER  -  THIRD
 FZ2145
 FZ2145.The horizontal coordinates were established by classical geodetic methods
 FZ2145.and adjusted by the National Geodetic Survey in September 1995..
 FZ2145
 FZ2145
 FZ2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2145
 FZ2145.The geoid height was determined by GEOID03.
 FZ2145
 FZ2145;                    North         East     Units Scale Factor Converg.
 FZ2145;SPC VA S     - 1,058,508.987 3,231,867.791   MT  0.99999040   -1 49 27.6
 FZ2145;SPC VA S     - 3,472,791.57 10,603,219.58   sFT  0.99999040   -1 49 27.6
 FZ2145;UTM  17      - 4,075,256.245   454,884.346   MT  0.99962507   -0 18 11.5
 FZ2145
 FZ2145                          SUPERSEDED SURVEY CONTROL
 FZ2145
 FZ2145  NAD 83(1986)-  36 49 19.54655(N)    081 30 21.15332(W) AD(       ) 4
 FZ2145  NAD 27      -  36 49 19.13158(N)    081 30 21.73513(W) AD(       ) 3
 FZ2145
 FZ2145.Superseded values are not recommended for survey control.
 FZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2145.See file dsdata.txt to determine how the superseded data were derived.
 FZ2145
 FZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5488475256(NAD 83)
 FZ2145_MARKER: 22 = AIRWAY BEACON
 FZ2145
 FZ2145  HISTORY     - Date     Condition        Report By
 FZ2145  HISTORY     - 1958     FIRST OBSERVED   CGS
 FZ2145
 FZ2145                          STATION DESCRIPTION
 FZ2145
 FZ2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ2145'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP A 62
 FZ2145'FOOT STEEL TOWER PAINTED RED AND WHITE.  LOCATED ON A SHARP
 FZ2145'WOODED HILL ABOUT ONE MILE SOUTHEAST OF THE EAST EDGE OF
 FZ2145'MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3399 ***********************************************************************
 HW3399  DESIGNATION -  AIRWAY BCN 32 TWO MI E PERRY
 HW3399  PID         -  HW3399
 HW3399  STATE/COUNTY-  VA/SHENANDOAH
 HW3399  USGS QUAD   -  WOLF GAP (1994)
 HW3399
 HW3399                         *CURRENT SURVEY CONTROL
 HW3399  ___________________________________________________________________
 HW3399* NAD 83(1993)-  38 58 42.24845(N)    078 37 53.82311(W)     ADJUSTED  
 HW3399* NAVD 88     -                                                        
 HW3399  ___________________________________________________________________
 HW3399  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 HW3399  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3399
 HW3399  HORZ ORDER  -  THIRD
 HW3399
 HW3399.The horizontal coordinates were established by classical geodetic methods
 HW3399.and adjusted by the National Geodetic Survey in November 1994..
 HW3399
 HW3399
 HW3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3399
 HW3399.The geoid height was determined by GEOID03.
 HW3399
 HW3399;                    North         East     Units Scale Factor Converg.
 HW3399;SPC VA N     - 2,145,611.804 3,488,595.348   MT  0.99996818   -0 04 55.7
 HW3399;SPC VA N     - 7,039,394.73 11,445,499.90   sFT  0.99996818   -0 04 55.7
 HW3399;SPC WV N     -    53,474.679   675,246.855   MT  1.00000415   +0 33 13.8
 HW3399;UTM  17      - 4,317,047.916   705,157.045   MT  1.00011830   +1 29 25.1
 HW3399
 HW3399                          SUPERSEDED SURVEY CONTROL
 HW3399
 HW3399  NAD 83(1986)-  38 58 42.25010(N)    078 37 53.82794(W) AD(       ) 4
 HW3399  NAD 27      -  38 58 41.86100(N)    078 37 54.77900(W) AD(       ) 3
 HW3399
 HW3399.Superseded values are not recommended for survey control.
 HW3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3399.See file dsdata.txt to determine how the superseded data were derived.
 HW3399
 HW3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD0515717048(NAD 83)
 HW3399_MARKER: 22 = AIRWAY BEACON
 HW3399
 HW3399  HISTORY     - Date     Condition        Report By
 HW3399  HISTORY     - 1941     FIRST OBSERVED   CGS
 HW3399  HISTORY     - 1956     GOOD             CGS
 HW3399
 HW3399                          STATION DESCRIPTION
 HW3399
 HW3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HW3399'STATION IS THE AIRWAY BEACON NO. 32 ON THE LINE WASHINGTON,
 HW3399'D.C. TO CINCINNATI, OHIO, LOCATED ON THE VIRGINIA-WEST VIRGINIA
 HW3399'LINE ABOUT 15 MILES WEST OF STRASBURG, VIRGINIA.
 HW3399
 HW3399                          STATION RECOVERY (1956)
 HW3399
 HW3399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3399'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE SOUTHEAST
 HW3399'OF BAKER, WEST VIRGINIA, 7 MILES AIRLINE SOUTH SOUTHWEST OF
 HW3399'WARDENSVILLE, WEST VIRGINIA ON THE HIGHEST PART OF A FLAT
 HW3399'TOPPED RIDGE.
 HW3399'
 HW3399'THE BEACON IS A REVOLVING LIGHT MOUNTED ON TOP OF A FOUR
 HW3399'LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH.  THE RED LIGHT
 HW3399'FLASHES THE LETTER U.  IT IS 72.06 FEET, 21.964 METERS WEST
 HW3399'SOUTHWEST OF TRIANGULATION STATION MILL.  THE CENTER OF THE
 HW3399'TOWER WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1929 ***********************************************************************
 FZ1929  DESIGNATION -  AIRWAY BCN 33 4 MI NE WYTHVLE
 FZ1929  PID         -  FZ1929
 FZ1929  STATE/COUNTY-  VA/WYTHE
 FZ1929  USGS QUAD   -  WYTHEVILLE (1991)
 FZ1929
 FZ1929                         *CURRENT SURVEY CONTROL
 FZ1929  ___________________________________________________________________
 FZ1929* NAD 83(1993)-  36 59 38.89267(N)    081 01 04.31109(W)     ADJUSTED  
 FZ1929* NAVD 88     -                                                        
 FZ1929  ___________________________________________________________________
 FZ1929  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 FZ1929  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FZ1929
 FZ1929  HORZ ORDER  -  THIRD
 FZ1929
 FZ1929.The horizontal coordinates were established by classical geodetic methods
 FZ1929.and adjusted by the National Geodetic Survey in September 1995..
 FZ1929
 FZ1929
 FZ1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1929
 FZ1929.The geoid height was determined by GEOID03.
 FZ1929
 FZ1929;                    North         East     Units Scale Factor Converg.
 FZ1929;SPC VA S     - 1,076,320.881 3,275,897.571   MT  0.99996650   -1 31 41.4
 FZ1929;SPC VA S     - 3,531,229.42 10,747,673.95   sFT  0.99996650   -1 31 41.4
 FZ1929;UTM  17      - 4,094,222.102   498,410.392   MT  0.99960003   -0 00 38.7
 FZ1929
 FZ1929                          SUPERSEDED SURVEY CONTROL
 FZ1929
 FZ1929  NAD 83(1986)-  36 59 38.89716(N)    081 01 04.30796(W) AD(       ) 4
 FZ1929  NAD 27      -  36 59 38.46534(N)    081 01 04.99967(W) AD(       ) 3
 FZ1929
 FZ1929.Superseded values are not recommended for survey control.
 FZ1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1929.See file dsdata.txt to determine how the superseded data were derived.
 FZ1929
 FZ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9841094222(NAD 83)
 FZ1929_MARKER: 22 = AIRWAY BEACON
 FZ1929
 FZ1929  HISTORY     - Date     Condition        Report By
 FZ1929  HISTORY     - 1958     FIRST OBSERVED   CGS
 FZ1929
 FZ1929                          STATION DESCRIPTION
 FZ1929
 FZ1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1929'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP A 62
 FZ1929'FOOT HIGH STEEL TOWER PAINTED RED AND WHITE.  LOCATED ON
 FZ1929'A PROMINENT WOODED HILL IN THE VALLEY, ABOUT 4 MILES NORTHEAST
 FZ1929'OF WYTHEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3329 ***********************************************************************
 GX3329  DESIGNATION -  AIRWAY BCN 34 2 MI NW PULASKI
 GX3329  PID         -  GX3329
 GX3329  STATE/COUNTY-  VA/PULASKI
 GX3329  USGS QUAD   -  PULASKI (1984)
 GX3329
 GX3329                         *CURRENT SURVEY CONTROL
 GX3329  ___________________________________________________________________
 GX3329* NAD 83(1993)-  37 04 01.77115(N)    080 49 41.55834(W)     ADJUSTED  
 GX3329* NAVD 88     -                                                        
 GX3329  ___________________________________________________________________
 GX3329  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GX3329  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GX3329
 GX3329  HORZ ORDER  -  THIRD
 GX3329
 GX3329.The horizontal coordinates were established by classical geodetic methods
 GX3329.and adjusted by the National Geodetic Survey in September 1995..
 GX3329
 GX3329
 GX3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3329
 GX3329.The geoid height was determined by GEOID03.
 GX3329
 GX3329;                    North         East     Units Scale Factor Converg.
 GX3329;SPC VA S     - 1,083,988.681 3,292,973.949   MT  0.99995906   -1 24 47.0
 GX3329;SPC VA S     - 3,556,386.20 10,803,698.70   sFT  0.99995906   -1 24 47.0
 GX3329;UTM  17      - 4,102,336.340   515,271.693   MT  0.99960287   +0 06 12.8
 GX3329
 GX3329                          SUPERSEDED SURVEY CONTROL
 GX3329
 GX3329  NAD 83(1986)-  37 04 01.77561(N)    080 49 41.55758(W) AD(       ) 4
 GX3329  NAD 27      -  37 04 01.33526(N)    080 49 42.28792(W) AD(       ) 3
 GX3329
 GX3329.Superseded values are not recommended for survey control.
 GX3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3329.See file dsdata.txt to determine how the superseded data were derived.
 GX3329
 GX3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1527202336(NAD 83)
 GX3329_MARKER: 22 = AIRWAY BEACON
 GX3329
 GX3329  HISTORY     - Date     Condition        Report By
 GX3329  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3329  HISTORY     - 1962     GOOD             USFS
 GX3329  HISTORY     - 1967     GOOD             CGS
 GX3329
 GX3329                          STATION DESCRIPTION
 GX3329
 GX3329'DESCRIBED BY US FOREST SERVICE 1962 (FSB)
 GX3329'RECOVERED STATION.  POINT CAN BE REACHED VIA USFS PONDLICK
 GX3329'ROAD AND FAA ACCESS ROAD WITH A 4 WHEEL DRIVE VEHICLE.
 GX3329
 GX3329                          STATION RECOVERY (1967)
 GX3329
 GX3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 GX3329'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 GX3329'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3281 ***********************************************************************
 HW3281  DESIGNATION -  AIRWAY BCN 34 3 MI S STRASBURG
 HW3281  PID         -  HW3281
 HW3281  STATE/COUNTY-  VA/SHENANDOAH
 HW3281  USGS QUAD   -  STRASBURG (1994)
 HW3281
 HW3281                         *CURRENT SURVEY CONTROL
 HW3281  ___________________________________________________________________
 HW3281* NAD 83(1993)-  38 57 36.93833(N)    078 19 51.37180(W)     ADJUSTED  
 HW3281* NAVD 88     -                                                        
 HW3281  ___________________________________________________________________
 HW3281  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 HW3281  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HW3281
 HW3281  HORZ ORDER  -  THIRD
 HW3281
 HW3281.The horizontal coordinates were established by classical geodetic methods
 HW3281.and adjusted by the National Geodetic Survey in November 1994..
 HW3281
 HW3281
 HW3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3281
 HW3281.The geoid height was determined by GEOID03.
 HW3281
 HW3281;                    North         East     Units Scale Factor Converg.
 HW3281;SPC VA N     - 2,143,603.188 3,514,653.039   MT  0.99996624   +0 06 19.9
 HW3281;SPC VA N     - 7,032,804.79 11,530,990.85   sFT  0.99996624   +0 06 19.9
 HW3281;UTM  17      - 4,315,755.060   731,265.792   MT  1.00025863   +1 40 44.4
 HW3281
 HW3281                          SUPERSEDED SURVEY CONTROL
 HW3281
 HW3281  NAD 83(1986)-  38 57 36.93962(N)    078 19 51.38047(W) AD(       ) 4
 HW3281  NAD 27      -  38 57 36.54500(N)    078 19 52.36400(W) AD(       ) 3
 HW3281
 HW3281.Superseded values are not recommended for survey control.
 HW3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3281.See file dsdata.txt to determine how the superseded data were derived.
 HW3281
 HW3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3126615755(NAD 83)
 HW3281_MARKER: 22 = AIRWAY BEACON
 HW3281
 HW3281  HISTORY     - Date     Condition        Report By
 HW3281  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3281  HISTORY     - 1967     GOOD             CGS
 HW3281
 HW3281                          STATION DESCRIPTION
 HW3281
 HW3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3281'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP A STEEL
 HW3281'TOWER ABOUT 50 FEET HIGH.  LOCATED ON A PROMINENT POINT OF
 HW3281'THE MOUNTAIN, ABOUT 7 MILES, AIRLINE, WEST NORTHWEST OF FRONT
 HW3281'ROYAL, 6.5 MILES SOUTH SOUTHWEST OF MIDDLETOWN AND 3 MILES
 HW3281'SOUTH OF STRAUSBURG.
 HW3281
 HW3281                          STATION RECOVERY (1967)
 HW3281
 HW3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HW3281'RECOVERED AS DESCRIBED BY J.C. CHILDS IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3287 ***********************************************************************
 GX3287  DESIGNATION -  AIRWAY BCN 38 2 MI N ELLISTON
 GX3287  PID         -  GX3287
 GX3287  STATE/COUNTY-  VA/MONTGOMERY
 GX3287  USGS QUAD   -  GLENVAR (1984)
 GX3287
 GX3287                         *CURRENT SURVEY CONTROL
 GX3287  ___________________________________________________________________
 GX3287* NAD 83(1993)-  37 15 22.52496(N)    080 13 50.62709(W)     ADJUSTED  
 GX3287* NAVD 88     -                                                        
 GX3287  ___________________________________________________________________
 GX3287  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 GX3287  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GX3287
 GX3287  HORZ ORDER  -  THIRD
 GX3287
 GX3287.The horizontal coordinates were established by classical geodetic methods
 GX3287.and adjusted by the National Geodetic Survey in September 1995..
 GX3287
 GX3287
 GX3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3287
 GX3287.The geoid height was determined by GEOID03.
 GX3287
 GX3287;                    North         East     Units Scale Factor Converg.
 GX3287;SPC VA S     - 1,103,828.235 3,346,480.079   MT  0.99994728   -1 03 01.5
 GX3287;SPC VA S     - 3,621,476.47 10,979,243.39   sFT  0.99994728   -1 03 01.5
 GX3287;UTM  17      - 4,123,577.644   568,216.811   MT  0.99965732   +0 27 56.6
 GX3287
 GX3287                          SUPERSEDED SURVEY CONTROL
 GX3287
 GX3287  NAD 83(1993)-  37 15 22.52577(N)    080 13 50.66072(W) AD(       ) 4
 GX3287  NAD 83(1986)-  37 15 22.52768(N)    080 13 50.63669(W) AD(       ) 4
 GX3287  NAD 27      -  37 15 22.05400(N)    080 13 51.48200(W) AD(       ) 3
 GX3287
 GX3287.Superseded values are not recommended for survey control.
 GX3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3287.See file dsdata.txt to determine how the superseded data were derived.
 GX3287
 GX3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB6821723578(NAD 83)
 GX3287_MARKER: 22 = AIRWAY BEACON
 GX3287
 GX3287  HISTORY     - Date     Condition        Report By
 GX3287  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3287
 GX3287                          STATION DESCRIPTION
 GX3287
 GX3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3287'THE STATION IS THE CENTER OF THE REVOLVING BEACON MOUNTED
 GX3287'ON A 51 FOOT HIGH STEEL TOWER.  LOCATED ON FORT LEWIS MOUNTAIN,
 GX3287'ABOUT 8 MILES WEST OF SALEM AND 2 MILES NORTH OF ELLISTON.
 GX3287'THE BEACON SENDS THE RED LETTER B IN CODE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2229 ***********************************************************************
 GW2229  DESIGNATION -  AIRWAY BCN 40A 4 MI NE ROANOKE
 GW2229  PID         -  GW2229
 GW2229  STATE/COUNTY-  VA/ROANOKE
 GW2229  USGS QUAD   -  ROANOKE (1984)
 GW2229
 GW2229                         *CURRENT SURVEY CONTROL
 GW2229  ___________________________________________________________________
 GW2229* NAD 83(1993)-  37 20 05.07773(N)    079 54 14.67471(W)     ADJUSTED  
 GW2229* NAVD 88     -                                                        
 GW2229  ___________________________________________________________________
 GW2229  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GW2229  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2229
 GW2229  HORZ ORDER  -  THIRD
 GW2229
 GW2229.The horizontal coordinates were established by classical geodetic methods
 GW2229.and adjusted by the National Geodetic Survey in September 1995..
 GW2229
 GW2229
 GW2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2229
 GW2229.The geoid height was determined by GEOID03.
 GW2229
 GW2229;                    North         East     Units Scale Factor Converg.
 GW2229;SPC VA S     - 1,112,056.445 3,375,582.190   MT  0.99994556   -0 51 07.8
 GW2229;SPC VA S     - 3,648,471.85 11,074,722.57   sFT  0.99994556   -0 51 07.8
 GW2229;UTM  17      - 4,132,570.776   597,083.434   MT  0.99971610   +0 39 52.9
 GW2229
 GW2229                          SUPERSEDED SURVEY CONTROL
 GW2229
 GW2229  NAD 83(1993)-  37 20 05.07933(N)    079 54 14.67454(W) AD(       ) 4
 GW2229  NAD 83(1986)-  37 20 05.07993(N)    079 54 14.68731(W) AD(       ) 4
 GW2229  NAD 27      -  37 20 04.59700(N)    079 54 15.54900(W) AD(       ) 3
 GW2229
 GW2229.Superseded values are not recommended for survey control.
 GW2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2229.See file dsdata.txt to determine how the superseded data were derived.
 GW2229
 GW2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9708332571(NAD 83)
 GW2229_MARKER: 22 = AIRWAY BEACON
 GW2229
 GW2229  HISTORY     - Date     Condition        Report By
 GW2229  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2229  HISTORY     - 1960     GOOD             CGS
 GW2229  HISTORY     - 1966     GOOD             CGS
 GW2229  HISTORY     - 1973     GOOD             NGS
 GW2229
 GW2229                          STATION DESCRIPTION
 GW2229
 GW2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2229'THE STATION IS THE CENTER OF THE FLASHING RED LIGHT ATOP A 51
 GW2229'FOOT STEEL TOWER.  LOCATED ABOUT 4 MILES NORTHWEST OF THE BUSINESS
 GW2229'DISTRICT OF ROANOKE NEAR THE WEST END OF READ MOUNTAIN.
 GW2229
 GW2229                          STATION RECOVERY (1960)
 GW2229
 GW2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 GW2229'THE STATION IS NOT NORTHWEST OF ROANOKE.  THE BEACON IS LOCATED
 GW2229'ABOUT 5 MILES NORTHEAST OF THE BUSINESS DISTRICT OF ROANOKE, ON
 GW2229'READ MOUNTAIN.
 GW2229
 GW2229                          STATION RECOVERY (1966)
 GW2229
 GW2229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 GW2229'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 GW2229'IS ADEQUATE EXCEPT THAT THE BEACON IS NORTHEAST OF ROANOKE
 GW2229'INSTEAD OF NORTHWEST.
 GW2229
 GW2229                          STATION RECOVERY (1973)
 GW2229
 GW2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 GW2229'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2208 ***********************************************************************
 GW2208  DESIGNATION -  AIRWAY BCN 41 4 MI SSW THAXTON
 GW2208  PID         -  GW2208
 GW2208  STATE/COUNTY-  VA/BEDFORD
 GW2208  USGS QUAD   -  IRVING (1985)
 GW2208
 GW2208                         *CURRENT SURVEY CONTROL
 GW2208  ___________________________________________________________________
 GW2208* NAD 83(1993)-  37 19 17.29873(N)    079 37 55.32018(W)     ADJUSTED  
 GW2208* NAVD 88     -                                                        
 GW2208  ___________________________________________________________________
 GW2208  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GW2208  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2208
 GW2208  HORZ ORDER  -  THIRD
 GW2208
 GW2208.The horizontal coordinates were established by classical geodetic methods
 GW2208.and adjusted by the National Geodetic Survey in September 1995..
 GW2208
 GW2208
 GW2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2208
 GW2208.The geoid height was determined by GEOID03.
 GW2208
 GW2208;                    North         East     Units Scale Factor Converg.
 GW2208;SPC VA S     - 1,110,259.856 3,399,669.463   MT  0.99994572   -0 41 13.4
 GW2208;SPC VA S     - 3,642,577.54 11,153,748.90   sFT  0.99994572   -0 41 13.4
 GW2208;UTM  17      - 4,131,412.600   621,205.037   MT  0.99978096   +0 49 46.1
 GW2208
 GW2208                          SUPERSEDED SURVEY CONTROL
 GW2208
 GW2208  NAD 83(1993)-  37 19 17.29962(N)    079 37 55.32134(W) AD(       ) 4
 GW2208  NAD 83(1986)-  37 19 17.30168(N)    079 37 55.33487(W) AD(       ) 4
 GW2208  NAD 27      -  37 19 16.80100(N)    079 37 56.22200(W) AD(       ) 3
 GW2208
 GW2208.Superseded values are not recommended for survey control.
 GW2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2208.See file dsdata.txt to determine how the superseded data were derived.
 GW2208
 GW2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2120531413(NAD 83)
 GW2208_MARKER: 22 = AIRWAY BEACON
 GW2208
 GW2208  HISTORY     - Date     Condition        Report By
 GW2208  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2208  HISTORY     - 1960     GOOD             CGS
 GW2208
 GW2208                          STATION DESCRIPTION
 GW2208
 GW2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2208'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP A 51
 GW2208'FOOT STEEL TOWER, LOCATED ON FLAT TOP MOUNTAIN, 4 MILES SOUTH
 GW2208'SOUTHWEST OF THAXTON AND 1 MILE EAST OF STATE HIGHWAY 684
 GW2208'(ROCKY FORD ROAD).  THE BEACON IS ON THE NASHVILLE-WASHINGTON
 GW2208'AIRLINE AND SENDS THE CODE LETTER W IN RED.
 GW2208
 GW2208                          STATION RECOVERY (1960)
 GW2208
 GW2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 GW2208'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS BEACON IS
 GW2208'ONLY 2-1/2 MILES SOUTH SOUTHWEST OF THAXTON, NOT 4 MILES AS
 GW2208'STATED IN THE 1958 DESCRIPTION.  A REVISED DESCRIPTION FOLLOWS--
 GW2208'
 GW2208'THE STATION IS LOCATED ON FLAT TOP MOUNTAIN, 2-1/2 MILES SOUTH
 GW2208'SOUTHWEST OF THAXTON, AND ABOUT 1 MILE WEST OF COUNTY ROAD
 GW2208'NO. 684.  THE STATION IS THE CENTER OF THE REVOLVING LIGHT
 GW2208'ATOP A FOUR-LEGGED, 51-FT. HIGH STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5667 ***********************************************************************
 GV5667  DESIGNATION -  AIRWAY BCN 44B WHITE LT
 GV5667  PID         -  GV5667
 GV5667  STATE/COUNTY-  VA/CHESTERFIELD
 GV5667  USGS QUAD   -  CLAYVILLE (1968)
 GV5667
 GV5667                         *CURRENT SURVEY CONTROL
 GV5667  ___________________________________________________________________
 GV5667* NAD 83(1993)-  37 24 07.57636(N)    077 47 08.54841(W)     ADJUSTED  
 GV5667* NAVD 88     -                                                        
 GV5667  ___________________________________________________________________
 GV5667  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 GV5667  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GV5667
 GV5667  HORZ ORDER  -  THIRD
 GV5667
 GV5667.The horizontal coordinates were established by classical geodetic methods
 GV5667.and adjusted by the National Geodetic Survey in September 1995..
 GV5667
 GV5667
 GV5667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5667
 GV5667.The geoid height was determined by GEOID03.
 GV5667
 GV5667;                    North         East     Units Scale Factor Converg.
 GV5667;SPC VA S     - 1,118,846.029 3,563,239.918   MT  0.99994558   +0 26 00.7
 GV5667;SPC VA S     - 3,670,747.35 11,690,396.30   sFT  0.99994558   +0 26 00.7
 GV5667;UTM  18      - 4,143,123.212   253,424.281   MT  1.00034899   -1 41 34.5
 GV5667
 GV5667                          SUPERSEDED SURVEY CONTROL
 GV5667
 GV5667  NAD 83(1993)-  37 24 07.57622(N)    077 47 08.54841(W) AD(       ) 4
 GV5667  NAD 83(1986)-  37 24 07.58231(N)    077 47 08.56501(W) AD(       ) 4
 GV5667  NAD 27      -  37 24 07.04400(N)    077 47 09.57600(W) AD(       ) 3
 GV5667
 GV5667.Superseded values are not recommended for survey control.
 GV5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5667.See file dsdata.txt to determine how the superseded data were derived.
 GV5667
 GV5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG5342443123(NAD 83)
 GV5667_MARKER: 22 = AIRWAY BEACON
 GV5667
 GV5667  HISTORY     - Date     Condition        Report By
 GV5667  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV5667  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5667
 GV5667                          STATION DESCRIPTION
 GV5667
 GV5667'DESCRIBED BY US POWER SQUADRON 2004 (CLR)
 GV5667' 
 GV5667' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5512 ***********************************************************************
 GV5512  DESIGNATION -  AIRWAY BCN 46 RED AND WHITE LT
 GV5512  PID         -  GV5512
 GV5512  STATE/COUNTY-  VA/C OF RICHMOND
 GV5512  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5512
 GV5512                         *CURRENT SURVEY CONTROL
 GV5512  ___________________________________________________________________
 GV5512* NAD 83(1993)-  37 28 20.25494(N)    077 27 09.03658(W)     ADJUSTED  
 GV5512* NAVD 88     -                                                        
 GV5512  ___________________________________________________________________
 GV5512  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 GV5512  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5512
 GV5512  HORZ ORDER  -  THIRD
 GV5512
 GV5512.The horizontal coordinates were established by classical geodetic methods
 GV5512.and adjusted by the National Geodetic Survey in September 1995..
 GV5512
 GV5512
 GV5512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5512
 GV5512.The geoid height was determined by GEOID03.
 GV5512
 GV5512;                    North         East     Units Scale Factor Converg.
 GV5512;SPC VA S     - 1,126,910.324 3,592,652.162   MT  0.99994707   +0 38 08.7
 GV5512;SPC VA S     - 3,697,204.95 11,786,892.97   sFT  0.99994707   +0 38 08.7
 GV5512;UTM  18      - 4,150,092.294   283,125.007   MT  1.00017940   -1 29 33.5
 GV5512
 GV5512                          SUPERSEDED SURVEY CONTROL
 GV5512
 GV5512  NAD 83(1993)-  37 28 20.25496(N)    077 27 09.03620(W) AD(       ) 4
 GV5512  NAD 83(1986)-  37 28 20.26112(N)    077 27 09.05360(W) AD(       ) 4
 GV5512  NAD 27      -  37 28 19.72900(N)    077 27 10.11400(W) AD(       ) 3
 GV5512
 GV5512.Superseded values are not recommended for survey control.
 GV5512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5512.See file dsdata.txt to determine how the superseded data were derived.
 GV5512
 GV5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8312550092(NAD 83)
 GV5512_MARKER: 22 = AIRWAY BEACON
 GV5512
 GV5512  HISTORY     - Date     Condition        Report By
 GV5512  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV5512  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV5512  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 GV5512  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5512  HISTORY     - 20050812 MARK NOT FOUND   USPSQD
 GV5512
 GV5512                          STATION DESCRIPTION
 GV5512
 GV5512'DESCRIBED BY US POWER SQUADRON 1996
 GV5512'MARK NOT FOUND.
 GV5512
 GV5512                          STATION RECOVERY (2003)
 GV5512
 GV5512'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5512'MARK NOT FOUND.
 GV5512
 GV5512                          STATION RECOVERY (2004)
 GV5512
 GV5512'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5512'AIRWAY AND BEACON ARE LONG GONE.  SITE NOW UNDER WIDENED ROAD
 GV5512
 GV5512                          STATION RECOVERY (2005)
 GV5512
 GV5512'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 GV5512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3241 ***********************************************************************
 HW3241  DESIGNATION -  AIRWAY BEACON 35
 HW3241  PID         -  HW3241
 HW3241  STATE/COUNTY-  VA/WARREN
 HW3241  USGS QUAD   -  LINDEN (1994)
 HW3241
 HW3241                         *CURRENT SURVEY CONTROL
 HW3241  ___________________________________________________________________
 HW3241* NAD 83(1993)-  38 57 33.12113(N)    078 01 21.27615(W)     ADJUSTED  
 HW3241* NAVD 88     -                                                        
 HW3241  ___________________________________________________________________
 HW3241  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 HW3241  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HW3241
 HW3241  HORZ ORDER  -  THIRD
 HW3241
 HW3241.The horizontal coordinates were established by classical geodetic methods
 HW3241.and adjusted by the National Geodetic Survey in November 1994..
 HW3241
 HW3241
 HW3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3241
 HW3241.The geoid height was determined by GEOID03.
 HW3241
 HW3241;                    North         East     Units Scale Factor Converg.
 HW3241;SPC VA N     - 2,143,579.585 3,541,379.616   MT  0.99996613   +0 17 52.7
 HW3241;SPC VA N     - 7,032,727.36 11,618,676.29   sFT  0.99996613   +0 17 52.7
 HW3241;UTM  17      - 4,316,466.007   757,992.854   MT  1.00041968   +1 52 23.3
 HW3241;UTM  18      - 4,316,594.960   238,093.855   MT  1.00044474   -1 54 05.7
 HW3241
 HW3241                          SUPERSEDED SURVEY CONTROL
 HW3241
 HW3241  NAD 83(1986)-  38 57 33.12218(N)    078 01 21.28646(W) AD(       ) 4
 HW3241  NAD 27      -  38 57 32.72900(N)    078 01 22.29800(W) AD(       ) 3
 HW3241
 HW3241.Superseded values are not recommended for survey control.
 HW3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3241.See file dsdata.txt to determine how the superseded data were derived.
 HW3241
 HW3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5799316466(NAD 83)
 HW3241_MARKER: 22 = AIRWAY BEACON
 HW3241
 HW3241  HISTORY     - Date     Condition        Report By
 HW3241  HISTORY     - 1942     FIRST OBSERVED   CGS
 HW3241
 HW3241                          STATION DESCRIPTION
 HW3241
 HW3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HW3241'THIS INTERSECTION STATION IS A STANDARD AIRWAY BEACON, HAVING
 HW3241'A REVOLVING WHITE LIGHT, WITH DIRECTION LIGHTS, E AND W.
 HW3241'THE BEACON IS LOCATED ON THE EASTERLY END OF A LONG RANGE
 HW3241'KNOWN AS PARIS MOUNTAIN.  THE STATION IS LOCATED ABOUT 11
 HW3241'MILES ENE OF FRONT ROYAL, AND 4 MILES SW OF PARIS.  THE
 HW3241'BEACON IS ABOUT 100 FEET W OF FIRE TRAIL NO. 3351 AND 0.25
 HW3241'MILE N OF THE WARREN COUNTY FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3053 ***********************************************************************
 FY3053  DESIGNATION -  AIRWAY BEACON 35
 FY3053  PID         -  FY3053
 FY3053  STATE/COUNTY-  VA/HALIFAX
 FY3053  USGS QUAD   -  OAK LEVEL (1982)
 FY3053
 FY3053                         *CURRENT SURVEY CONTROL
 FY3053  ___________________________________________________________________
 FY3053* NAD 83(1993)-  36 37 52.10687(N)    079 03 24.11422(W)     ADJUSTED  
 FY3053* NAVD 88     -                                                        
 FY3053  ___________________________________________________________________
 FY3053  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FY3053  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 FY3053
 FY3053  HORZ ORDER  -  THIRD
 FY3053
 FY3053.The horizontal coordinates were established by classical geodetic methods
 FY3053.and adjusted by the National Geodetic Survey in September 1995..
 FY3053
 FY3053
 FY3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3053
 FY3053.The geoid height was determined by GEOID03.
 FY3053
 FY3053;                    North         East     Units Scale Factor Converg.
 FY3053;SPC VA S     - 1,033,196.046 3,450,207.940   MT  1.00002736   -0 20 16.3
 FY3053;SPC VA S     - 3,389,744.03 11,319,557.22   sFT  1.00002736   -0 20 16.3
 FY3053;SPC NC       -   319,640.122   604,529.302   MT  1.00016281   -0 01 57.8
 FY3053;SPC NC       - 1,048,685.97  1,983,359.88   sFT  1.00016281   -0 01 57.8
 FY3053;UTM  17      - 4,055,713.354   673,748.641   MT  0.99997194   +1 09 35.2
 FY3053
 FY3053                          SUPERSEDED SURVEY CONTROL
 FY3053
 FY3053  NAD 83(1986)-  36 37 52.10865(N)    079 03 24.11703(W) AD(       ) 4
 FY3053  NAD 27      -  36 37 51.52100(N)    079 03 25.07300(W) AD(       ) 3
 FY3053
 FY3053.Superseded values are not recommended for survey control.
 FY3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3053.See file dsdata.txt to determine how the superseded data were derived.
 FY3053
 FY3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7374955713(NAD 83)
 FY3053_MARKER: 22 = AIRWAY BEACON
 FY3053
 FY3053  HISTORY     - Date     Condition        Report By
 FY3053  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY3053
 FY3053                          STATION DESCRIPTION
 FY3053
 FY3053'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3304 ***********************************************************************
 GX3304  DESIGNATION -  AIRWAY BEACON 37 BLACKSBURG MT
 GX3304  PID         -  GX3304
 GX3304  STATE/COUNTY-  VA/MONTGOMERY
 GX3304  USGS QUAD   -  BLACKSBURG (1983)
 GX3304
 GX3304                         *CURRENT SURVEY CONTROL
 GX3304  ___________________________________________________________________
 GX3304* NAD 83(1993)-  37 11 19.79360(N)    080 27 01.00697(W)     ADJUSTED  
 GX3304* NAVD 88     -                                                        
 GX3304  ___________________________________________________________________
 GX3304  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GX3304  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX3304
 GX3304  HORZ ORDER  -  THIRD
 GX3304
 GX3304.The horizontal coordinates were established by classical geodetic methods
 GX3304.and adjusted by the National Geodetic Survey in September 1995..
 GX3304
 GX3304
 GX3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3304
 GX3304.The geoid height was determined by GEOID03.
 GX3304
 GX3304;                    North         East     Units Scale Factor Converg.
 GX3304;SPC VA S     - 1,096,726.902 3,326,853.508   MT  0.99995024   -1 11 01.2
 GX3304;SPC VA S     - 3,598,178.18 10,914,851.88   sFT  0.99995024   -1 11 01.2
 GX3304;UTM  17      - 4,115,961.882   548,790.933   MT  0.99962932   +0 19 56.2
 GX3304
 GX3304                          SUPERSEDED SURVEY CONTROL
 GX3304
 GX3304  NAD 83(1993)-  37 11 19.77550(N)    080 27 01.01023(W) AD(       ) 4
 GX3304  NAD 83(1986)-  37 11 19.79836(N)    080 27 01.01023(W) AD(       ) 4
 GX3304  NAD 27      -  37 11 19.33947(N)    080 27 01.83705(W) AD(       ) 3
 GX3304
 GX3304.Superseded values are not recommended for survey control.
 GX3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3304.See file dsdata.txt to determine how the superseded data were derived.
 GX3304
 GX3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB4879115962(NAD 83)
 GX3304_MARKER: 22 = AIRWAY BEACON
 GX3304
 GX3304  HISTORY     - Date     Condition        Report By
 GX3304  HISTORY     - 1964     FIRST OBSERVED   CGS
 GX3304
 GX3304                          STATION DESCRIPTION
 GX3304
 GX3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3304'THE STATION IS THE CENTER OF THE REVOLVING BEACON MOUNTED
 GX3304'ON A 51 FOOT HIGH STEEL TOWER.  LOCATED ON BLACKSBURG MOUNTAIN,
 GX3304'ABOUT 5 MILES NORTHWEST OF CHRISTIANSBURG AND 4 MILES SOUTHWEST
 GX3304'OF BLACKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5648 ***********************************************************************
 GV5648  DESIGNATION -  AIRWAY BEACON 53
 GV5648  PID         -  GV5648
 GV5648  STATE/COUNTY-  VA/DINWIDDIE
 GV5648  USGS QUAD   -  SUTHERLAND (1974)
 GV5648
 GV5648                         *CURRENT SURVEY CONTROL
 GV5648  ___________________________________________________________________
 GV5648* NAD 83(1993)-  37 12 03.80760(N)    077 30 09.05363(W)     ADJUSTED  
 GV5648* NAVD 88     -                                                        
 GV5648  ___________________________________________________________________
 GV5648  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 GV5648  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GV5648
 GV5648  HORZ ORDER  -  THIRD
 GV5648
 GV5648.This mark is at Petersburg Airport (PTB)
 GV5648
 GV5648.The horizontal coordinates were established by classical geodetic methods
 GV5648.and adjusted by the National Geodetic Survey in September 1995..
 GV5648
 GV5648
 GV5648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5648
 GV5648.The geoid height was determined by GEOID03.
 GV5648
 GV5648;                    North         East     Units Scale Factor Converg.
 GV5648;SPC VA S     - 1,096,762.933 3,588,547.380   MT  0.99994960   +0 36 19.4
 GV5648;SPC VA S     - 3,598,296.39 11,773,425.86   sFT  0.99994960   +0 36 19.4
 GV5648;UTM  18      - 4,120,110.322   277,904.550   MT  1.00020767   -1 30 49.2
 GV5648
 GV5648                          SUPERSEDED SURVEY CONTROL
 GV5648
 GV5648  NAD 83(1993)-  37 12 03.82950(N)    077 30 09.07173(W) AD(       ) 4
 GV5648  NAD 83(1986)-  37 12 03.81530(N)    077 30 09.07173(W) AD(       ) 4
 GV5648  NAD 27      -  37 12 03.27900(N)    077 30 10.12300(W) AD(       ) 3
 GV5648
 GV5648.Superseded values are not recommended for survey control.
 GV5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5648.See file dsdata.txt to determine how the superseded data were derived.
 GV5648
 GV5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7790520110(NAD 83)
 GV5648_MARKER: 22 = AIRWAY BEACON
 GV5648
 GV5648  HISTORY     - Date     Condition        Report By
 GV5648  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5648  HISTORY     - 1953     GOOD             AMS
 GV5648  HISTORY     - 19950426 GOOD             USPSQD
 GV5648  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV5648
 GV5648                          STATION DESCRIPTION
 GV5648
 GV5648'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5648'THIS INTERSECTION STATION IS LOCATED AT PETERSBURG AIRPORT,
 GV5648'5 MILES W OF PETERSBURG ON U.S. HIGHWAY 460.  A FOUR-LEGGED
 GV5648'STEEL STRUCTURE 50 FEET HIGH, WITH AN ALTERNATING RED AND
 GV5648'WHITE FLASH.  THIS IS KNOWN AS BEACON NO. 53 ON THE RICHMOND
 GV5648'TO GREENSBORO AIR LINE.
 GV5648
 GV5648                          STATION RECOVERY (1953)
 GV5648
 GV5648'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5648'THE STATION, THE CENTER OF LIGHT SET ON THE TOP OF A STEEL
 GV5648'TOWER IN SMALL ROUND CLEARING, WAS RECOVERED IN GOOD CONDITION
 GV5648'AS DESCRIBED.  IT IS 46 FEET E OF EDGE OF BRUSH, 42 FEET S
 GV5648'OF EDGE OF BRUSH, 47 FEET W OF EDGE OF BRUSH, AND 64 FEET N OF
 GV5648'EDGE OF BRUSH.
 GV5648
 GV5648                          STATION RECOVERY (1995)
 GV5648
 GV5648'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5648'RECOVERED IN GOOD CONDITION.
 GV5648
 GV5648                          STATION RECOVERY (2000)
 GV5648
 GV5648'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV5648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2300 ***********************************************************************
 GW2300  DESIGNATION -  AIRWAY BN 50 SE CHARLOTTSVILLE
 GW2300  PID         -  GW2300
 GW2300  STATE/COUNTY-  VA/ALBEMARLE
 GW2300  USGS QUAD   -  BOYD TAVERN (1987)
 GW2300
 GW2300                         *CURRENT SURVEY CONTROL
 GW2300  ___________________________________________________________________
 GW2300* NAD 83(1993)-  37 56 25.71405(N)    078 22 07.14947(W)     ADJUSTED  
 GW2300* NAVD 88     -                                                        
 GW2300  ___________________________________________________________________
 GW2300  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 GW2300  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2300
 GW2300  HORZ ORDER  -  THIRD
 GW2300
 GW2300.The horizontal coordinates were established by classical geodetic methods
 GW2300.and adjusted by the National Geodetic Survey in November 1994..
 GW2300
 GW2300
 GW2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2300
 GW2300.The geoid height was determined by GEOID03.
 GW2300
 GW2300;                    North         East     Units Scale Factor Converg.
 GW2300;SPC VA S     - 1,178,366.612 3,511,545.824   MT  0.99999533   +0 04 47.0
 GW2300;SPC VA S     - 3,866,024.46 11,520,796.59   sFT  0.99999533   +0 04 47.0
 GW2300;UTM  17      - 4,202,476.708   731,231.897   MT  1.00025859   +1 37 06.9
 GW2300
 GW2300                          SUPERSEDED SURVEY CONTROL
 GW2300
 GW2300  NAD 83(1986)-  37 56 25.72078(N)    078 22 07.14847(W) AD(       ) 4
 GW2300  NAD 27      -  37 56 25.21000(N)    078 22 08.12400(W) AD(       ) 3
 GW2300
 GW2300.Superseded values are not recommended for survey control.
 GW2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2300.See file dsdata.txt to determine how the superseded data were derived.
 GW2300
 GW2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3123202477(NAD 83)
 GW2300_MARKER: 22 = AIRWAY BEACON
 GW2300
 GW2300  HISTORY     - Date     Condition        Report By
 GW2300  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2300
 GW2300                          STATION DESCRIPTION
 GW2300
 GW2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2300'THE STATION IS THE CENTER OF THE REVOLVING RED LIGHT ATOP A
 GW2300'60 FOOT HIGH STEEL TOWER.  LOCATED ABOUT 8.5 MILES SOUTHWEST
 GW2300'OF ZION CROSSROAD AND ABOUT 8 MILES SOUTH EAST OF CHARLOTTESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1439 ***********************************************************************
 GA1439  DESIGNATION -  AKENS
 GA1439  PID         -  GA1439
 GA1439  STATE/COUNTY-  VA/WISE
 GA1439  USGS QUAD   -  BIG STONE GAP (1991)
 GA1439
 GA1439                         *CURRENT SURVEY CONTROL
 GA1439  ___________________________________________________________________
 GA1439* NAD 83(1993)-  36 51 03.03543(N)    082 48 45.95763(W)     ADJUSTED  
 GA1439* NAVD 88     -       470.107  (meters)    1542.34   (feet)  ADJUSTED  
 GA1439  ___________________________________________________________________
 GA1439  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GA1439  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1439  DYNAMIC HT  -         469.697 (meters)    1541.00  (feet)  COMP
 GA1439  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA1439
 GA1439  HORZ ORDER  -  SECOND
 GA1439  VERT ORDER  -  SECOND    CLASS 0
 GA1439
 GA1439.The horizontal coordinates were established by classical geodetic methods
 GA1439.and adjusted by the National Geodetic Survey in December 1995..
 GA1439
 GA1439.The orthometric height was determined by differential leveling
 GA1439.and adjusted by the National Geodetic Survey in June 1991..
 GA1439
 GA1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1439
 GA1439.The geoid height was determined by GEOID03.
 GA1439
 GA1439.The dynamic height is computed by dividing the NAVD 88
 GA1439.geopotential number by the normal gravity value computed on the
 GA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1439.degrees latitude (g = 980.6199 gals.).
 GA1439
 GA1439.The modeled gravity was interpolated from observed gravity values.
 GA1439
 GA1439;                    North         East     Units Scale Factor Converg.
 GA1439;SPC VA S     - 1,066,214.614 3,115,504.186   MT  0.99998579   -2 37 03.1
 GA1439;SPC VA S     - 3,498,072.45 10,221,449.98   sFT  0.99998579   -2 37 03.1
 GA1439;UTM  17      - 4,079,859.729   338,385.065   MT  0.99992178   -1 05 14.7
 GA1439
 GA1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1439!SPC VA S     -   0.99993105  x   0.99998579  =   0.99991684
 GA1439!UTM  17      -   0.99993105  x   0.99992178  =   0.99985283
 GA1439
 GA1439:                Primary Azimuth Mark                     Grid Az
 GA1439:SPC VA S     -  LITTLE STONE MOUNTAIN LOT                054 44 00.9
 GA1439:UTM  17      -  LITTLE STONE MOUNTAIN LOT                053 12 12.5
 GA1439
 GA1439|---------------------------------------------------------------------|
 GA1439| PID    Reference Object                     Distance      Geod. Az  |
 GA1439|                                                           dddmmss.s |
 GA1439| GA3423 LITTLE STONE MOUNTAIN LOT           APPROX. 8.4 KM 0520657.8 |
 GA1439| GA3458 BIG STONE GAP RAD STA WLSD MST      APPROX. 5.4 KM 0600711.0 |
 GA1439| GA1437 AKENS AZ MK                                        1180350.3 |
 GA1439| GA1438 AKENS RM 1                            4.556 METERS 24515     |
 GA1439|---------------------------------------------------------------------|
 GA1439
 GA1439                          SUPERSEDED SURVEY CONTROL
 GA1439
 GA1439  NAD 83(1993)-  36 51 03.03714(N)    082 48 45.95902(W) AD(       ) 2
 GA1439  NAD 83(1986)-  36 51 03.04370(N)    082 48 45.96421(W) AD(       ) 2
 GA1439  NAD 27      -  36 51 02.70534(N)    082 48 46.37765(W) AD(       ) 2
 GA1439  NGVD 29 (??/??/92)  470.23   (m)         1542.7    (f) COMPUTED    2 0
 GA1439
 GA1439.Superseded values are not recommended for survey control.
 GA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1439.See file dsdata.txt to determine how the superseded data were derived.
 GA1439
 GA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3838579860(NAD 83)
 GA1439_MARKER: DE = TRAVERSE STATION DISK
 GA1439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA1439_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA1439_STAMPING: AKENS 1963
 GA1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1439
 GA1439  HISTORY     - Date     Condition        Report By
 GA1439  HISTORY     - 1963     MONUMENTED       CGS
 GA1439  HISTORY     - 1963     GOOD             CGS
 GA1439
 GA1439                          STATION DESCRIPTION
 GA1439
 GA1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA1439'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF BIG STONE GAP
 GA1439'AND ABOUT 0.2 MILE NORTH OF U.S. HIGHWAY 58 ON THE PROPERTY
 GA1439'OF MR. J.L. AKENS.
 GA1439'
 GA1439'TO REACH THE STATION FROM THE POST OFFICE IN BIG STONE GAP,
 GA1439'GO WEST ON U.S. 58 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 GA1439'LEFT, CONTINUE ON U.S. HIGHWAY 58 FOR 0.3 MILE TO A SIDE
 GA1439'ROAD RIGHT, COUNTY ROUTE 605, TURN RIGHT CROSSING STEEL BRIDGE
 GA1439'AND GO 0.1 MILE TO A RAILROAD, CROSS OVER THE RAILROAD, TURN
 GA1439'RIGHT AND GO 0.3 MILE TO END OF THE ROAD AND MR. J.L. AKENS
 GA1439'HOUSE ON THE LEFT.  PACK UP HILL, WEST, BEHIND MR. AKENS
 GA1439'HOUSE FOR ABOUT 75 YARDS TO THE STATION ON THE SOUTH EDGE
 GA1439'OF A SMALL FIELD.
 GA1439'
 GA1439'THE STATION MARK IS 18 FEET NORTHEAST OF A WIRE FENCE CORNER
 GA1439'AND 5.2 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A
 GA1439'STANDARD TRAVERSE DISK BRAZED TO THE TOP OF A 3 INCH GALVANIZED
 GA1439'PIPE, PROJECTING 12 INCHES AND STAMPED AKENS 1963.
 GA1439'
 GA1439'REFERENCE MARK NO. 1 IS 9.8 FEET WEST OF A METAL WITNESS POST
 GA1439'AND 3 FEET NORTHEAST OF A WIRE FENCE CORNER.  IT IS A STANDARD
 GA1439'DISK BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE, PROJECTING
 GA1439'13 INCHES AND IS STAMPED AKENS NO 1 1963.
 GA1439'
 GA1439'THE AZIMUTH MARK IS 64.4 FEET NORTHEAST OF TELEPHONE POLE NO.
 GA1439'3 AND 19 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 GA1439'58.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 GA1439'END OF A CONCRETE CULVERT AND IS STAMPED AKENS 1963.
 GA1439'
 GA1439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA1439
 GA1439                          STATION RECOVERY (1963)
 GA1439
 GA1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GA1439'2.7 MI W FROM BIG STONE GAP.
 GA1439'FROM THE POST OFFICE IN BIG STONE GAP, GO WEST ON U.S. HIGHWAY
 GA1439'58 2.7 MILE TO A SIDE ROAD RIGHT, COUNTY ROAD 605, TURN RIGHT
 GA1439'CROSSING A STEEL BRIDGE AND RAILROAD THENCE EAST ON DIRT ROAD TO
 GA1439'THE STATION ON THE PROPERTY OF MR. J.L. AKENS, 75 YARDS NORTHWEST
 GA1439'OF NORTHWEST CORNER OF MR. AKENS HOUSE, 14.88 FEET NORTHEAST OF
 GA1439'RM 1, 18.0 FEET NORTHEAST OF A WIRE FENCE CORNER, 5.2 FEET NORTH
 GA1439'OF A METAL WITNESS POST AND IS SET IN THE TOP OF A TWO-INCH
 GA1439'GALVANIZED PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1437 ***********************************************************************
 GA1437  DESIGNATION -  AKENS AZ MK
 GA1437  PID         -  GA1437
 GA1437  STATE/COUNTY-  VA/WISE
 GA1437  USGS QUAD   -  BIG STONE GAP (1991)
 GA1437
 GA1437                         *CURRENT SURVEY CONTROL
 GA1437  ___________________________________________________________________
 GA1437* NAD 83(1986)-  36 50 58.     (N)    082 48 35.     (W)     SCALED    
 GA1437* NAVD 88     -       444.480  (meters)    1458.26   (feet)  ADJUSTED  
 GA1437  ___________________________________________________________________
 GA1437  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1437  DYNAMIC HT  -         444.091 (meters)    1456.99  (feet)  COMP
 GA1437  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GA1437
 GA1437  VERT ORDER  -  SECOND    CLASS 0
 GA1437
 GA1437.The horizontal coordinates were scaled from a topographic map and have
 GA1437.an estimated accuracy of +/- 6 seconds.
 GA1437
 GA1437.The orthometric height was determined by differential leveling
 GA1437.and adjusted by the National Geodetic Survey in June 1991..
 GA1437
 GA1437.The geoid height was determined by GEOID03.
 GA1437
 GA1437.The dynamic height is computed by dividing the NAVD 88
 GA1437.geopotential number by the normal gravity value computed on the
 GA1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1437.degrees latitude (g = 980.6199 gals.).
 GA1437
 GA1437.The modeled gravity was interpolated from observed gravity values.
 GA1437
 GA1437;                    North         East    Units  Estimated Accuracy
 GA1437;SPC VA S     - 1,066,050.    3,115,770.      MT  (+/- 180 meters Scaled)
 GA1437
 GA1437                          SUPERSEDED SURVEY CONTROL
 GA1437
 GA1437  NGVD 29 (??/??/92)  444.60   (m)         1458.7    (f) COMPUTED    2 0
 GA1437
 GA1437.Superseded values are not recommended for survey control.
 GA1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1437.See file dsdata.txt to determine how the superseded data were derived.
 GA1437
 GA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA386796(NAD 83)
 GA1437_MARKER: DZ = AZIMUTH MARK DISK
 GA1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1437_SP_SET: CULVERT
 GA1437_STAMPING: AKENS 1963
 GA1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1437
 GA1437  HISTORY     - Date     Condition        Report By
 GA1437  HISTORY     - 1963     MONUMENTED       CGS
 GA1437
 GA1437                          STATION DESCRIPTION
 GA1437
 GA1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1437'2.4 MI W FROM BIG STONE GAP.
 GA1437'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE
 GA1437'AT BIG STONE GAP TO THE MARK SET IN THE TOP OF THE WEST END OF
 GA1437'THE SOUTH HEADWALL OF A CULVERT, 64.4 FEET NORTHEAST OF A
 GA1437'TELEPHONE POLE NUMBER 3, 19.0 FEET SOUTH OF THE CENTERLINE OF
 GA1437'HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1438 ***********************************************************************
 GA1438  DESIGNATION -  AKENS RM 1
 GA1438  PID         -  GA1438
 GA1438  STATE/COUNTY-  VA/WISE
 GA1438  USGS QUAD   -  BIG STONE GAP (1991)
 GA1438
 GA1438                         *CURRENT SURVEY CONTROL
 GA1438  ___________________________________________________________________
 GA1438* NAD 83(1986)-  36 51 02.     (N)    082 48 46.     (W)     SCALED    
 GA1438* NAVD 88     -       470.584  (meters)    1543.91   (feet)  ADJUSTED  
 GA1438  ___________________________________________________________________
 GA1438  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1438  DYNAMIC HT  -         470.173 (meters)    1542.56  (feet)  COMP
 GA1438  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 GA1438
 GA1438  VERT ORDER  -  SECOND    CLASS 0
 GA1438
 GA1438.The horizontal coordinates were scaled from a topographic map and have
 GA1438.an estimated accuracy of +/- 6 seconds.
 GA1438
 GA1438.The orthometric height was determined by differential leveling
 GA1438.and adjusted by the National Geodetic Survey in June 1991..
 GA1438
 GA1438.The geoid height was determined by GEOID03.
 GA1438
 GA1438.The dynamic height is computed by dividing the NAVD 88
 GA1438.geopotential number by the normal gravity value computed on the
 GA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1438.degrees latitude (g = 980.6199 gals.).
 GA1438
 GA1438.The modeled gravity was interpolated from observed gravity values.
 GA1438
 GA1438;                    North         East    Units  Estimated Accuracy
 GA1438;SPC VA S     - 1,066,180.    3,115,500.      MT  (+/- 180 meters Scaled)
 GA1438
 GA1438                          SUPERSEDED SURVEY CONTROL
 GA1438
 GA1438  NGVD 29 (??/??/92)  470.70   (m)         1544.3    (f) COMPUTED    2 0
 GA1438
 GA1438.Superseded values are not recommended for survey control.
 GA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1438.See file dsdata.txt to determine how the superseded data were derived.
 GA1438
 GA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA383798(NAD 83)
 GA1438_MARKER: DR = REFERENCE MARK DISK
 GA1438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA1438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA1438_STAMPING: AKENS NO 1 1963
 GA1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1438
 GA1438  HISTORY     - Date     Condition        Report By
 GA1438  HISTORY     - 1963     MONUMENTED       CGS
 GA1438
 GA1438                          STATION DESCRIPTION
 GA1438
 GA1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1438'2.7 MI W FROM BIG STONE GAP.
 GA1438'AT THE AKENS STATION SITE-- 14.88 FEET SOUTHWEST OF THE STATION,
 GA1438'9.8 FEET WEST OF A METAL WITNESS SIGN, 3.0 FEET NORTH OF A WIRE
 GA1438'FENCE CORNER, AND SET IN THE TOP OF A 2-INCH GALVANIZED PIPE
 GA1438'PROJECTING 13 INCHES.  THE STATION IS SET ON THE SIDE OF A HILL
 GA1438'AND IS ABOUT 35 FEET HIGHER THAN THE LEVEL OF THE DIRT ROAD
 GA1438'LEADING TO MR. AKENS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1341 ***********************************************************************
 GW1341  DESIGNATION -  AKERS AZ MK
 GW1341  PID         -  GW1341
 GW1341  STATE/COUNTY-  VA/BOTETOURT
 GW1341  USGS QUAD   -  ROANOKE (1984)
 GW1341
 GW1341                         *CURRENT SURVEY CONTROL
 GW1341  ___________________________________________________________________
 GW1341* NAD 83(1986)-  37 22 08.     (N)    079 54 33.     (W)     SCALED    
 GW1341* NAVD 88     -       344.502  (meters)    1130.25   (feet)  ADJUSTED  
 GW1341  ___________________________________________________________________
 GW1341  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1341  DYNAMIC HT  -         344.219 (meters)    1129.33  (feet)  COMP
 GW1341  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 GW1341
 GW1341  VERT ORDER  -  FIRST     CLASS II
 GW1341
 GW1341.The horizontal coordinates were scaled from a topographic map and have
 GW1341.an estimated accuracy of +/- 6 seconds.
 GW1341
 GW1341.The orthometric height was determined by differential leveling
 GW1341.and adjusted by the National Geodetic Survey in June 1991..
 GW1341
 GW1341.The geoid height was determined by GEOID03.
 GW1341
 GW1341.The dynamic height is computed by dividing the NAVD 88
 GW1341.geopotential number by the normal gravity value computed on the
 GW1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1341.degrees latitude (g = 980.6199 gals.).
 GW1341
 GW1341.The modeled gravity was interpolated from observed gravity values.
 GW1341
 GW1341;                    North         East    Units  Estimated Accuracy
 GW1341;SPC VA S     - 1,115,850.    3,375,190.      MT  (+/- 180 meters Scaled)
 GW1341
 GW1341                          SUPERSEDED SURVEY CONTROL
 GW1341
 GW1341  NGVD 29 (??/??/92)  344.697  (m)         1130.89   (f) ADJ UNCH    1 2
 GW1341
 GW1341.Superseded values are not recommended for survey control.
 GW1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1341.See file dsdata.txt to determine how the superseded data were derived.
 GW1341
 GW1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB965363(NAD 83)
 GW1341_MARKER: DZ = AZIMUTH MARK DISK
 GW1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1341_SP_SET: CONCRETE BASE
 GW1341_STAMPING: AKERS 1958
 GW1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1341
 GW1341  HISTORY     - Date     Condition        Report By
 GW1341  HISTORY     - 1958     MONUMENTED       CGS
 GW1341  HISTORY     - 1959     GOOD             NGS
 GW1341  HISTORY     - 20051125 GOOD             USPSQD
 GW1341
 GW1341                          STATION DESCRIPTION
 GW1341
 GW1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1341'4.1 MI SW FROM TROUTVILLE.
 GW1341'ABOUT 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1341'SCHOOL AT TROUTVILLE, JUST SOUTHWEST OF THE CLOVERDALE CITY LIMIT
 GW1341'SIGN, 110 YARDS SOUTHWEST OF THE JUNCTION OF HIGHWAY 11 AND A
 GW1341'BLACK TOP ROAD (NO 604) LEADING SOUTHEAST TO BONSACK, 57 FEET
 GW1341'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 GW1341'SOUTHWEST END OF THE CONCRETE BASE FOR GASOLINE PUMPS OF NEWTON
 GW1341'AND BRANNAN GARAGE AND SERVICE STATION, AND ABOUT LEVEL WITH
 GW1341'THE HIGHWAY.
 GW1341
 GW1341                          STATION RECOVERY (2005)
 GW1341
 GW1341'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GW1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1345 ***********************************************************************
 GW1345  DESIGNATION -  AKERS RM 1
 GW1345  PID         -  GW1345
 GW1345  STATE/COUNTY-  VA/BOTETOURT
 GW1345  USGS QUAD   -  ROANOKE (1984)
 GW1345
 GW1345                         *CURRENT SURVEY CONTROL
 GW1345  ___________________________________________________________________
 GW1345* NAD 83(1986)-  37 22 15.     (N)    079 54 51.     (W)     SCALED    
 GW1345* NAVD 88     -       404.040  (meters)    1325.59   (feet)  ADJUSTED  
 GW1345  ___________________________________________________________________
 GW1345  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1345  DYNAMIC HT  -         403.709 (meters)    1324.50  (feet)  COMP
 GW1345  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GW1345
 GW1345  VERT ORDER  -  FIRST     CLASS II
 GW1345
 GW1345.The horizontal coordinates were scaled from a topographic map and have
 GW1345.an estimated accuracy of +/- 6 seconds.
 GW1345
 GW1345.The orthometric height was determined by differential leveling
 GW1345.and adjusted by the National Geodetic Survey in June 1991..
 GW1345
 GW1345.The geoid height was determined by GEOID03.
 GW1345
 GW1345.The dynamic height is computed by dividing the NAVD 88
 GW1345.geopotential number by the normal gravity value computed on the
 GW1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1345.degrees latitude (g = 980.6199 gals.).
 GW1345
 GW1345.The modeled gravity was interpolated from observed gravity values.
 GW1345
 GW1345;                    North         East    Units  Estimated Accuracy
 GW1345;SPC VA S     - 1,116,070.    3,374,750.      MT  (+/- 180 meters Scaled)
 GW1345
 GW1345                          SUPERSEDED SURVEY CONTROL
 GW1345
 GW1345  NGVD 29 (??/??/92)  404.238  (m)         1326.24   (f) ADJ UNCH    1 2
 GW1345
 GW1345.Superseded values are not recommended for survey control.
 GW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1345.See file dsdata.txt to determine how the superseded data were derived.
 GW1345
 GW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB961365(NAD 83)
 GW1345_MARKER: DR = REFERENCE MARK DISK
 GW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1345_STAMPING: AKERS NO 1 1958
 GW1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1345+STABILITY: SURFACE MOTION
 GW1345
 GW1345  HISTORY     - Date     Condition        Report By
 GW1345  HISTORY     - 1958     MONUMENTED       CGS
 GW1345  HISTORY     - 1959     GOOD             NGS
 GW1345
 GW1345                          STATION DESCRIPTION
 GW1345
 GW1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1345'5 MI SW FROM TROUTVILLE.
 GW1345'ABOUT 4.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1345'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.4 MILE NORTHWEST ALONG ROAD
 GW1345'NO 1007, THENCE ABOUT 0.1 MILE EAST ALONG A ROAD LEADING TO THE
 GW1345'HOME OF MR. AKERS, 76 FEET SOUTH-SOUTHWEST OF A LONE 14-INCH TREE,
 GW1345'48.6 FEET SOUTH-SOUTHWEST OF AKERS, 68.9 FEET SOUTH OF RM 2, AND
 GW1345'SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 GW1345'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1347 ***********************************************************************
 GW1347  DESIGNATION -  AKERS RM 2
 GW1347  PID         -  GW1347
 GW1347  STATE/COUNTY-  VA/BOTETOURT
 GW1347  USGS QUAD   -  ROANOKE (1984)
 GW1347
 GW1347                         *CURRENT SURVEY CONTROL
 GW1347  ___________________________________________________________________
 GW1347* NAD 83(1986)-  37 22 15.     (N)    079 54 51.     (W)     SCALED    
 GW1347* NAVD 88     -       405.041  (meters)    1328.87   (feet)  ADJUSTED  
 GW1347  ___________________________________________________________________
 GW1347  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1347  DYNAMIC HT  -         404.709 (meters)    1327.78  (feet)  COMP
 GW1347  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GW1347
 GW1347  VERT ORDER  -  FIRST     CLASS II
 GW1347
 GW1347.The horizontal coordinates were scaled from a topographic map and have
 GW1347.an estimated accuracy of +/- 6 seconds.
 GW1347
 GW1347.The orthometric height was determined by differential leveling
 GW1347.and adjusted by the National Geodetic Survey in June 1991..
 GW1347
 GW1347.The geoid height was determined by GEOID03.
 GW1347
 GW1347.The dynamic height is computed by dividing the NAVD 88
 GW1347.geopotential number by the normal gravity value computed on the
 GW1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1347.degrees latitude (g = 980.6199 gals.).
 GW1347
 GW1347.The modeled gravity was interpolated from observed gravity values.
 GW1347
 GW1347;                    North         East    Units  Estimated Accuracy
 GW1347;SPC VA S     - 1,116,070.    3,374,750.      MT  (+/- 180 meters Scaled)
 GW1347
 GW1347                          SUPERSEDED SURVEY CONTROL
 GW1347
 GW1347  NGVD 29 (??/??/92)  405.239  (m)         1329.52   (f) ADJ UNCH    1 2
 GW1347
 GW1347.Superseded values are not recommended for survey control.
 GW1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1347.See file dsdata.txt to determine how the superseded data were derived.
 GW1347
 GW1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB961365(NAD 83)
 GW1347_MARKER: DR = REFERENCE MARK DISK
 GW1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1347_STAMPING: AKERS NO 2 1958
 GW1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1347+STABILITY: SURFACE MOTION
 GW1347
 GW1347  HISTORY     - Date     Condition        Report By
 GW1347  HISTORY     - 1958     MONUMENTED       CGS
 GW1347  HISTORY     - 1959     GOOD             NGS
 GW1347
 GW1347                          STATION DESCRIPTION
 GW1347
 GW1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1347'5 MI SW FROM TROUTVILLE.
 GW1347'ABOUT 4.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1347'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.4 MILE NORTHWEST ALONG ROAD
 GW1347'NO 1007, THENCE ABOUT 0.1 MILE EAST ALONG A ROAD LEADING TO THE
 GW1347'HOME OF MR. AKERS, 10 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
 GW1347'THE ROAD, 40 1/2 FEET EAST OF AND ACROSS THE ROAD FROM THE SOUTH
 GW1347'CORNER OF THE HOUSE, 44.9 FEET NORTHWEST OF AKERS, 68.9 FEET
 GW1347'NORTH OF RM 1, 39 1/2 FEET WEST OF A LONE 14-INCH TREE, ABOUT
 GW1347'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 GW1347'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4540 ***********************************************************************
 HV4540  DESIGNATION -  AL USE OR A 1 USE 1924
 HV4540  PID         -  HV4540
 HV4540  STATE/COUNTY-  VA/ARLINGTON
 HV4540  USGS QUAD   -  ALEXANDRIA (1994)
 HV4540
 HV4540                         *CURRENT SURVEY CONTROL
 HV4540  ___________________________________________________________________
 HV4540* NAD 83(1993)-  38 52 01.86671(N)    077 02 42.41433(W)     ADJUSTED  
 HV4540* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HV4540  ___________________________________________________________________
 HV4540  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HV4540  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV4540
 HV4540  HORZ ORDER  -  THIRD
 HV4540
 HV4540.The horizontal coordinates were established by classical geodetic methods
 HV4540.and adjusted by the National Geodetic Survey in November 1994..
 HV4540
 HV4540.The orthometric height was scaled from a topographic map.
 HV4540
 HV4540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4540
 HV4540.The geoid height was determined by GEOID03.
 HV4540
 HV4540;                    North         East     Units Scale Factor Converg.
 HV4540;SPC VA N     - 2,134,257.897 3,626,256.119   MT  0.99995785   +0 54 28.9
 HV4540;SPC VA N     - 7,002,144.45 11,897,141.95   sFT  0.99995785   +0 54 28.9
 HV4540;SPC MD       -   133,263.573   396,084.743   MT  0.99994986   -0 01 41.9
 HV4540;SPC MD       -   437,215.57  1,299,488.03   sFT  0.99994986   -0 01 41.9
 HV4540;UTM  18      - 4,304,025.698   322,571.212   MT  0.99998766   -1 17 01.2
 HV4540
 HV4540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4540!SPC VA N     -   1.00000444  x   0.99995785  =   0.99996229
 HV4540!SPC MD       -   1.00000444  x   0.99994986  =   0.99995430
 HV4540!UTM  18      -   1.00000444  x   0.99998766  =   0.99999210
 HV4540
 HV4540                          SUPERSEDED SURVEY CONTROL
 HV4540
 HV4540  NAD 83(1993)-  38 52 01.86537(N)    077 02 42.41586(W) AD(       ) 3
 HV4540  NAD 83(1986)-  38 52 01.86531(N)    077 02 42.42674(W) AD(       ) 3
 HV4540  NAD 27      -  38 52 01.46400(N)    077 02 43.50200(W) AD(       ) 3
 HV4540
 HV4540.Superseded values are not recommended for survey control.
 HV4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4540.See file dsdata.txt to determine how the superseded data were derived.
 HV4540
 HV4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2257104026(NAD 83)
 HV4540_MARKER: DD = SURVEY DISK
 HV4540_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV4540_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV4540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4540
 HV4540  HISTORY     - Date     Condition        Report By
 HV4540  HISTORY     - 1924     MONUMENTED       USE
 HV4540  HISTORY     - 1940     MARK NOT FOUND   CGS
 HV4540
 HV4540                          STATION DESCRIPTION
 HV4540
 HV4540'DESCRIBED BY US ENGINEERS 1924 (EWE)
 HV4540'STATION IS LOCATED ON THE RAILROAD EMBANKMENT LEADING FROM THE
 HV4540'RAILROAD BRIDGE ACROSS THE POTOMAC RIVER FROM WASHINGTON,
 HV4540'300 METERS W OF THE SIGNAL TOWER WHICH IS 300 METERS FROM THE
 HV4540'END OF THE BRIDGE.  STATION IS ABOUT 2 METERS N OF THE NORTHERLY
 HV4540'RAIL OF THESE TRACKS.  MARKED BY A STANDARD U.S.E. DISK SET IN
 HV4540'CONCRETE IN A TILE PIPE.
 HV4540
 HV4540                          STATION RECOVERY (1940)
 HV4540
 HV4540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (TMP)
 HV4540'THIS MARK WAS SAID BY THE SECTION FOREMAN TO BE STILL IN
 HV4540'EXISTENCE ALTHOUGH A BRIEF SEARCH DID NOT REVEAL IT, PROBABLY
 HV4540'BECAUSE IT WAS TEMPORARILY COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0492 ***********************************************************************
 HW0492  DESIGNATION -  ALBEMARLE
 HW0492  PID         -  HW0492
 HW0492  STATE/COUNTY-  VA/ALBEMARLE
 HW0492  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0492
 HW0492                         *CURRENT SURVEY CONTROL
 HW0492  ___________________________________________________________________
 HW0492* NAD 83(1993)-  38 04 25.14703(N)    078 29 57.33014(W)     ADJUSTED  
 HW0492* NAVD 88     -       185.610  (meters)     608.96   (feet)  ADJUSTED  
 HW0492  ___________________________________________________________________
 HW0492  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HW0492  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0492  DYNAMIC HT  -         185.478 (meters)     608.52  (feet)  COMP
 HW0492  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HW0492
 HW0492  HORZ ORDER  -  SECOND
 HW0492  VERT ORDER  -  SECOND    CLASS 0
 HW0492
 HW0492.The horizontal coordinates were established by classical geodetic methods
 HW0492.and adjusted by the National Geodetic Survey in November 1994..
 HW0492
 HW0492.The orthometric height was determined by differential leveling
 HW0492.and adjusted by the National Geodetic Survey in June 1991..
 HW0492
 HW0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0492
 HW0492.The geoid height was determined by GEOID03.
 HW0492
 HW0492.The dynamic height is computed by dividing the NAVD 88
 HW0492.geopotential number by the normal gravity value computed on the
 HW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0492.degrees latitude (g = 980.6199 gals.).
 HW0492
 HW0492.The modeled gravity was interpolated from observed gravity values.
 HW0492
 HW0492;                    North         East     Units Scale Factor Converg.
 HW0492;SPC VA S     - 1,193,140.761 3,500,065.075   MT  1.00002128   +0 00 01.6
 HW0492;SPC VA S     - 3,914,495.98 11,483,130.17   sFT  1.00002128   +0 00 01.6
 HW0492;UTM  17      - 4,216,939.994   719,355.503   MT  1.00019265   +1 32 33.9
 HW0492
 HW0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0492!SPC VA S     -   0.99997600  x   1.00002128  =   0.99999728
 HW0492!UTM  17      -   0.99997600  x   1.00019265  =   1.00016864
 HW0492
 HW0492|---------------------------------------------------------------------|
 HW0492| PID    Reference Object                     Distance      Geod. Az  |
 HW0492|                                                           dddmmss.s |
 HW0492| HW3313 ALBEMARLE 2 AZ MK                   193.816 METERS 00152     |
 HW0492| DC3704 ALBEMARLE AZ MK                                    0292843.0 |
 HW0492| HW0493 ALBEMARLE RM 1                       33.714 METERS 04940     |
 HW0492| HW3312 PATTERSON MTN OBSERVATION TWR       APPROX. 8.7 KM 1590616.3 |
 HW0492| HW3311 CHARLOTTESVILLE SOU RR MAST         APPROX. 4.6 KM 1714905.8 |
 HW0492| GW2304 CARTER                              APPROX.10.4 KM 1745950.8 |
 HW0492| GW2303 CARTER MTN LOOKOUT TOWER            APPROX.10.4 KM 1750348.4 |
 HW0492| HW3331 CHARLOTTESVILLE STA WELK MAST       APPROX. 4.2 KM 2061523.7 |
 HW0492| HW3330 CHARLOTTESVILLE COUNTRY C TK        APPROX. 4.0 KM 2510444.6 |
 HW0492| HW0494 ALBEMARLE RM 2                       23.985 METERS 32705     |
 HW0492| HW3116 ALBEMARLE 2                          30.897 METERS 34706     |
 HW0492|---------------------------------------------------------------------|
 HW0492
 HW0492                          SUPERSEDED SURVEY CONTROL
 HW0492
 HW0492  NAD 83(1986)-  38 04 25.14822(N)    078 29 57.32778(W) AD(       ) 2
 HW0492  NAD 27      -  38 04 24.64161(N)    078 29 58.28120(W) AD(       ) 2
 HW0492  NGVD 29 (??/??/92)  185.845  (m)          609.73   (f) ADJ UNCH    2 0
 HW0492
 HW0492.Superseded values are not recommended for survey control.
 HW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0492.See file dsdata.txt to determine how the superseded data were derived.
 HW0492
 HW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1935616940(NAD 83)
 HW0492_MARKER: DS = TRIANGULATION STATION DISK
 HW0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0492_STAMPING: ALBEMARLE 1958
 HW0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0492+STABILITY: SURFACE MOTION
 HW0492
 HW0492  HISTORY     - Date     Condition        Report By
 HW0492  HISTORY     - 1958     MONUMENTED       CGS
 HW0492  HISTORY     - 1958     GOOD             CGS
 HW0492  HISTORY     - 1961     GOOD             VADH
 HW0492  HISTORY     - 1965     GOOD             CGS
 HW0492  HISTORY     - 1976     GOOD             NGS
 HW0492  HISTORY     - 1978     GOOD             NGS
 HW0492  HISTORY     - 20011009 MARK NOT FOUND   INDIV
 HW0492
 HW0492                          STATION DESCRIPTION
 HW0492
 HW0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW0492'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CHARLOTTESVILLE
 HW0492'AND IN THE SOUTHEAST CORNER OF THE ALBEMARLE HIGH SCHOOL
 HW0492'GROUNDS.  IT IS 109 FEET EAST OF A UTILITY POLE NO. T B
 HW0492'10, 86 FEET WEST OF A UTILITY POLE AND 35 FEET SOUTH OF
 HW0492'THE CENTER LINE OF A SURFACED ROAD.  THE MARK IS SET FLUSH
 HW0492'WITH THE GROUND AND THE DISK IS STAMPED ALBEMARLE 1958.
 HW0492'
 HW0492'REFERENCE MARK NO. 1 IS 57 FEET WEST OF THE CENTER LINE OF
 HW0492'DRIVE-WAY, 37 FEET WEST OF A UTILITY POLE NO. 102, 27 FEET
 HW0492'NORTH OF THE CENTER LINE OF SURFACED ROAD AND 21 FEET SOUTH
 HW0492'OF A RAIL FENCE LINE.  THE DISK IS SET IN A DRILL HOLE OF
 HW0492'BEDROCK THAT PROJECTS ABOUT 2 FEET, IS ABOUT 3 FEET HIGHER
 HW0492'IN ELEVATION THAN THE STATION MARK AND IS STAMPED ALBEMARLE
 HW0492'NO 1 1958.
 HW0492'
 HW0492'REFERENCE MARK NO. 2 IS 93 FEET SOUTH SOUTH WEST OF THE CENTER
 HW0492'LINE OF A SURFACED ROAD, 31 FEET EAST OF A UTILITY POLE
 HW0492'NO. TB 10 AND 11 FEET NORTH OF THE NORTH EDGE OF WOODED
 HW0492'AREA.  THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW0492'THAT IS ABOUT FLUSH WITH THE GROUND, THE DISK IS ABOUT 1
 HW0492'FOOT LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED
 HW0492'ALBEMARLE NO 2 1958.
 HW0492'
 HW0492'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER LINE OF DRIVE-WAY,
 HW0492'21 FEET WEST OF THE CENTER LINE OF SURFACED ROAD, 13 FEET
 HW0492'SOUTH SOUTHWEST OF A MAIL BOX WITH THE NAME RASLYH WRITTEN
 HW0492'ON THE SIDE AND 3 FEET EAST OF A RAIL FENCE LINE.  THE MARK
 HW0492'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALBEMARLE
 HW0492'1958.
 HW0492'
 HW0492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HW0492'250 AND 29 IN THE NORTH EDGE OF CHARLOTTESVILLE, GO NORTHERLY
 HW0492'ON U.S. HIGHWAY 29 FOR 1.7 MILES TO CROSSROADS.  TURN LEFT
 HW0492'AT CROSSROADS AND GO WESTERLY ON COUNTY ROUTE 743 FOR 0.9
 HW0492'MILE TO STATION ON LEFT JUST BEFORE REACHING THE ALBEMARLE
 HW0492'HIGH SCHOOL.
 HW0492'
 HW0492'TO REACH THE AZIMUTH MARK CONTINUE WESTERLY ON COUNTY ROUTE
 HW0492'743 FOR 0.5 MILE TO AZIMUTH MARK ON LEFT.
 HW0492'
 HW0492'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HW0492
 HW0492                          STATION RECOVERY (1958)
 HW0492
 HW0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HW0492'2.8 MI N FROM CHARLOTTESVILLE.
 HW0492'1.7 MILES NORTH ON U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 HW0492'HIGHWAY 250 BYPASS AT THE NORTH EDGE OF CHARLOTTESVILLE, THENCE
 HW0492'WESTERLY FOR 0.9 MILE ON COUNTY ROAD 743 TO THE SOUTHEAST CORNER
 HW0492'OF THE ALBEMARLE HIGH SCHOOL GROUNDS, 109 FEET EAST OF POWER POLE
 HW0492'NO. TB 10, 86 FEET WEST OF A POWER POLE AND 35 FEET SOUTH OF THE
 HW0492'CENTERLINE OF THE COUNTY ROAD.  SET IN A CONCRETE POST LEVEL WITH
 HW0492'THE GROUND.
 HW0492
 HW0492                          STATION RECOVERY (1961)
 HW0492
 HW0492'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 HW0492'STATION FOUND IN GOOD CONDITION.
 HW0492
 HW0492                          STATION RECOVERY (1965)
 HW0492
 HW0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW0492'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 HW0492'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION
 HW0492'IS ADEQUATE.
 HW0492
 HW0492                          STATION RECOVERY (1976)
 HW0492
 HW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 HW0492'STATION RECOVERED AS DESCRIBED ALONG WITH RM NO. 1 AND NO. 2 AND
 HW0492'AZIMUTH MARK.
 HW0492'
 HW0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SE TO
 HW0492'CHARLOTTESVILLE.
 HW0492
 HW0492                          STATION RECOVERY (1978)
 HW0492
 HW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HW0492'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HW0492'CONDITION.  A DIFFERANCE OF 0.012 METER SHORTER WAS NOTED IN THE
 HW0492'DISTANCE TO RM 2.  THE DIRECTIONS TO RM 1 AND RM 2 CHECKED THE 1958
 HW0492'DATA.
 HW0492'
 HW0492'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HW0492'DESTROYED AT THIS TIME DUE TO PROPOSED WIDING OF ROAD AND ALBEMARLE
 HW0492'2 WAS ESTABLISHED.
 HW0492
 HW0492                          STATION RECOVERY (2001)
 HW0492
 HW0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TDW)
 HW0492'IN THE AREA DESCRIBED FOR THIS MONUMENT A PARKING LOT FOR ALBEMARE
 HW0492'HIGH SCHOOL NOW EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3116 ***********************************************************************
 HW3116  DESIGNATION -  ALBEMARLE 2
 HW3116  PID         -  HW3116
 HW3116  STATE/COUNTY-  VA/ALBEMARLE
 HW3116  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW3116
 HW3116                         *CURRENT SURVEY CONTROL
 HW3116  ___________________________________________________________________
 HW3116* NAD 83(1993)-  38 04 26.12381(N)    078 29 57.61320(W)     ADJUSTED  
 HW3116* NAVD 88     -       184.46   (meters)     605.2    (feet)  RESET     
 HW3116  ___________________________________________________________________
 HW3116  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HW3116  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW3116
 HW3116  HORZ ORDER  -  SECOND
 HW3116  VERT ORDER  -  THIRD
 HW3116
 HW3116.The horizontal coordinates were established by classical geodetic methods
 HW3116.and adjusted by the National Geodetic Survey in November 1994..
 HW3116
 HW3116.The orthometric height was computed from unverified reset data.
 HW3116.No vertical observational check was made to the station.
 HW3116
 HW3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3116
 HW3116.The geoid height was determined by GEOID03.
 HW3116
 HW3116;                    North         East     Units Scale Factor Converg.
 HW3116;SPC VA S     - 1,193,170.879 3,500,058.176   MT  1.00002133   +0 00 01.4
 HW3116;SPC VA S     - 3,914,594.79 11,483,107.53   sFT  1.00002133   +0 00 01.4
 HW3116;UTM  17      - 4,216,969.920   719,347.794   MT  1.00019261   +1 32 33.8
 HW3116
 HW3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3116!SPC VA S     -   0.99997618  x   1.00002133  =   0.99999751
 HW3116!UTM  17      -   0.99997618  x   1.00019261  =   1.00016878
 HW3116
 HW3116|---------------------------------------------------------------------|
 HW3116| PID    Reference Object                     Distance      Geod. Az  |
 HW3116|                                                           dddmmss.s |
 HW3116| HW3313 ALBEMARLE 2 AZ MK                   164.128 METERS 00437     |
 HW3116| HW0492 ALBEMARLE                            30.897 METERS 16706     |
 HW3116| HW0494 ALBEMARLE RM 2                       11.223 METERS 21134     |
 HW3116| HW3117 ALBEMARLE 2 RM 3                     29.277 METERS 33517     |
 HW3116|---------------------------------------------------------------------|
 HW3116
 HW3116                          SUPERSEDED SURVEY CONTROL
 HW3116
 HW3116  NAD 83(1986)-  38 04 26.12511(N)    078 29 57.61085(W) AD(       ) 2
 HW3116  NAD 27      -  38 04 25.61842(N)    078 29 58.56425(W) AD(       ) 2
 HW3116  NGVD 29 (03/21/06)  184.69   (m)          605.9    (f) RESET       3  
 HW3116
 HW3116.Superseded values are not recommended for survey control.
 HW3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3116.See file dsdata.txt to determine how the superseded data were derived.
 HW3116
 HW3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1934816970(NAD 83)
 HW3116_MARKER: DS = TRIANGULATION STATION DISK
 HW3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3116_STAMPING: ALBEMARLE 2 1978
 HW3116_PROJECTION: FLUSH
 HW3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3116+STABILITY: SURFACE MOTION
 HW3116
 HW3116  HISTORY     - Date     Condition        Report By
 HW3116  HISTORY     - 1978     MONUMENTED       NGS
 HW3116  HISTORY     - 1978     GOOD             NGS
 HW3116  HISTORY     - 20011009 MARK NOT FOUND   INDIV
 HW3116
 HW3116                          STATION DESCRIPTION
 HW3116
 HW3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HW3116'ABOUT 3 MILES NORTHWEST OF CHARLOTTESVILLE NEAR THE SOUTHEAST CORNER
 HW3116'OF THE ALBEMARLE HIGH SCHOOL GROUNDS.
 HW3116'
 HW3116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 250
 HW3116'BYPASS IN THE NORTHWEST PART OF CHARLOTTESVILLE, GO NORTHWEST ON
 HW3116'ROUTE 29 (EMMET STREET) FOR 0.4 MILE TO COUNTY ROUTE 743 (HYDRAULIC
 HW3116'RD).  TURN LEFT ON HYDRAULIC RD FOR 0.9 MILE TO THE MARK ON THE
 HW3116'LEFT JUST BEFORE REACHING THE ENTRANCE TO ALBEMARLE SCHOOL.  TO
 HW3116'REACH THE AZIMUTH MARK TURN LEFT INTO SCHOOL PARKING LOT THENCE
 HW3116'RIGHT FOR 0.1 MILE TO THE MARK IN THE SECOND MEDIAN OF THE PARKING
 HW3116'LOT SOUTHEAST OF THE HIGH SCHOOL.
 HW3116'
 HW3116'THE STATION MARK IS A STANDARD DISK STAMPED---ALBEMARLE 2 1978---
 HW3116'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT
 HW3116'IS 78 FEET NORTHWEST OF THE PROPOSED CENTERLINE OF COUNTY ROUTE 743,
 HW3116'140 FEET SOUTH OF THE SOUTH CURB OF THE ENTRANCE ROAD TO THE SCHOOL,
 HW3116'30.2 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST EDGE OF WOODS
 HW3116'22.9 FEET SOUTHWEST OF A 7 FOOT HIGH PINE TREE, 15.7 FEET SOUTHEAST
 HW3116'OF A 10 FOOT HIGH PINE TREE AND 13.8 FEET SOUTHEAST OF A 7 INCH
 HW3116'CRABAPPLE TREE.
 HW3116'
 HW3116'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ALBEMARLE NO 2 1958---
 HW3116'CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT IS ABOUT FLUSH
 HW3116'WITH THE GROUND.  IT IS 91.0 FEET WEST OF THE PROPOSED CENTERLINE
 HW3116'OF 743 AND 46.5 FEET SOUTH OF THE CRABAPPLE TREE.
 HW3116'
 HW3116'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ALBEMARLE 2 NO 3
 HW3116'1978---CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT IS
 HW3116'ABOUT FLUSH WITH THE GROUND.  IT IS 137.9 FEET SOUTHWEST OF THE
 HW3116'PROPOSED CENTERLINE OF ROUTE 743, 90.5 FEET WEST SOUTHWEST OF THE
 HW3116'SOUTH CURB OF THE SCHOOL ENTRANCE AND 82.5 FEET NORTHWEST OF THE
 HW3116'CRABAPPLE TREE
 HW3116'
 HW3116'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---ALBEMARLE 2 1978---
 HW3116'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HW3116'THE GROUND.  IT IS 314.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 HW3116'SCHOOL, 114.8 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NO. TB12, 15.2
 HW3116'FEET SOUTHEAST OF THE NORTHEAST CURB CORNER OF MEDIAN, 11.8 FEET
 HW3116'NORTHEAST OF THE CENTER OF IRON GRATE OF STORM DRAIN AND 3.5 FEET
 HW3116'NORTHWEST OF CURB.
 HW3116
 HW3116                          STATION RECOVERY (1978)
 HW3116
 HW3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HW3116'3.0 MI NE FROM CHARLOTTESVILLE.
 HW3116'0.4 MILE NORTHWEST ON U.S. HIGHWAY 29 FROM ITS JUNCTION WITH U.S.
 HW3116'HIGHWAY 250 BY-PASS IN THE NORTHWEST PART OF CHARLOTTESVILLE,
 HW3116'THENCE LEFT, NORTHERLY ON COUNTY ROUTE 743 (HYDRAULIC ROAD) FOR
 HW3116'0.9 MILE TO THE MARK ON THE LEFT. NEAR THE SOUTHEAST CORNER OF
 HW3116'THE ALBEMARLE HIGH SCHOOL GROUNDS, 78 FEET NORTHWEST OF THE PROPOSED
 HW3116'CENTERLINE OF COUNTY ROUTE 743, 140 FEET SOUTH OF THE SOUTH CURB
 HW3116'OF THE ENTRANCE TO THE SCHOOL, 30.2 FEET NORTHEAST OF THE
 HW3116'NORTHEAST EDGE OF WOODS, 22.9 FEET SOUTHWEST OF A 7- FOOT HIGH
 HW3116'PINE TREE, 15.7 FEET SOUTHEAST OF A 10-FOOT HIGH PINE TREE AND,
 HW3116'13.8 FEET SOUTHEAST OF A 7-INCH CRAB APPLE TREE.
 HW3116
 HW3116                          STATION RECOVERY (2001)
 HW3116
 HW3116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TDW)
 HW3116'IN THE AREA DESCRIBED FOR THIS MONUMENT A PARKING LOT FOR ALBEMARE
 HW3116'HIGH SCHOOL NOW EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3117 ***********************************************************************
 HW3117  DESIGNATION -  ALBEMARLE 2 RM 3
 HW3117  PID         -  HW3117
 HW3117  STATE/COUNTY-  VA/ALBEMARLE
 HW3117  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW3117
 HW3117                         *CURRENT SURVEY CONTROL
 HW3117  ___________________________________________________________________
 HW3117* NAD 83(1986)-  38 04 24.     (N)    078 29 57.     (W)     SCALED    
 HW3117* NAVD 88     -       182.69   (meters)     599.4    (feet)  RESET     
 HW3117  ___________________________________________________________________
 HW3117  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW3117
 HW3117  VERT ORDER  -  THIRD
 HW3117
 HW3117.The horizontal coordinates were scaled from a topographic map and have
 HW3117.an estimated accuracy of +/- 6 seconds.
 HW3117
 HW3117.The orthometric height was computed from unverified reset data.
 HW3117.No vertical observational check was made to the station.
 HW3117
 HW3117.The geoid height was determined by GEOID03.
 HW3117
 HW3117;                    North         East    Units  Estimated Accuracy
 HW3117;SPC VA S     - 1,193,110.    3,500,070.      MT  (+/- 180 meters Scaled)
 HW3117
 HW3117                          SUPERSEDED SURVEY CONTROL
 HW3117
 HW3117  NGVD 29 (03/21/06)  182.92   (m)          600.1    (f) RESET       3  
 HW3117
 HW3117.Superseded values are not recommended for survey control.
 HW3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3117.See file dsdata.txt to determine how the superseded data were derived.
 HW3117
 HW3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193169(NAD 83)
 HW3117_MARKER: DR = REFERENCE MARK DISK
 HW3117_SETTING: 66 = SET IN ROCK OUTCROP
 HW3117_SP_SET: SET IN ROCK OUTCROP
 HW3117_STAMPING: ALBEMARLE 2 NO 3 1978
 HW3117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3117+STABILITY: POSITION/ELEVATION WELL
 HW3117
 HW3117  HISTORY     - Date     Condition        Report By
 HW3117  HISTORY     - 1978     MONUMENTED       NGS
 HW3117
 HW3117                          STATION DESCRIPTION
 HW3117
 HW3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HW3117'3.0 MI NE FROM CHARLOTTESVILLE.
 HW3117'0.4 MILE NORTHWEST ON U.S. HIGHWAY 29 FROM ITS JUNCTION WITH U.S.
 HW3117'HIGHWAY 250 BY-PASS IN THE NORTHWEST PART OF CHARLOTTESVILLE,
 HW3117'THENCE LEFT, NORTHERLY ON COUNTY ROUTE 743 (HYDRAULIC ROAD) FOR 0.9
 HW3117'MILE TO THE MARK ON THE LEFT NEAR THE SOUTHEAST CORNER OF THE
 HW3117'ALBEMARLE HIGH SCHOOL GROUNDS, 96.0 FEET NORTHWEST OF TRIANGULATION
 HW3117'STATION ALBEMARLE 2, 137.9 FEET SOUTHWEST OF THE PROPOSED CENTERLINE
 HW3117'OF COUNTY ROUTE 743, .0.5 FEET WEST-SOUTHWEST OF THE SOUTH CURB
 HW3117'OF THE SCHOOL ENTRANCE AND 82.5 FEET NORTHWEST OF A 7-INCH CRAB
 HW3117'TREE.
 HW3117'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0493 ***********************************************************************
 HW0493  DESIGNATION -  ALBEMARLE RM 1
 HW0493  PID         -  HW0493
 HW0493  STATE/COUNTY-  VA/ALBEMARLE
 HW0493  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0493
 HW0493                         *CURRENT SURVEY CONTROL
 HW0493  ___________________________________________________________________
 HW0493* NAD 83(1986)-  38 04 24.     (N)    078 29 57.     (W)     SCALED    
 HW0493* NAVD 88     -       186.874  (meters)     613.10   (feet)  ADJUSTED  
 HW0493  ___________________________________________________________________
 HW0493  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0493  DYNAMIC HT  -         186.741 (meters)     612.67  (feet)  COMP
 HW0493  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HW0493
 HW0493  VERT ORDER  -  SECOND    CLASS 0
 HW0493
 HW0493.The horizontal coordinates were scaled from a topographic map and have
 HW0493.an estimated accuracy of +/- 6 seconds.
 HW0493
 HW0493.The orthometric height was determined by differential leveling
 HW0493.and adjusted by the National Geodetic Survey in June 1991..
 HW0493
 HW0493.The geoid height was determined by GEOID03.
 HW0493
 HW0493.The dynamic height is computed by dividing the NAVD 88
 HW0493.geopotential number by the normal gravity value computed on the
 HW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0493.degrees latitude (g = 980.6199 gals.).
 HW0493
 HW0493.The modeled gravity was interpolated from observed gravity values.
 HW0493
 HW0493;                    North         East    Units  Estimated Accuracy
 HW0493;SPC VA S     - 1,193,110.    3,500,070.      MT  (+/- 180 meters Scaled)
 HW0493
 HW0493                          SUPERSEDED SURVEY CONTROL
 HW0493
 HW0493  NGVD 29 (??/??/92)  187.109  (m)          613.87   (f) ADJ UNCH    2 0
 HW0493
 HW0493.Superseded values are not recommended for survey control.
 HW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0493.See file dsdata.txt to determine how the superseded data were derived.
 HW0493
 HW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193169(NAD 83)
 HW0493_MARKER: DR = REFERENCE MARK DISK
 HW0493_SETTING: 66 = SET IN ROCK OUTCROP
 HW0493_SP_SET: ROCK OUTCROP
 HW0493_STAMPING: ALBEMARLE NO 1 1958
 HW0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0493+STABILITY: POSITION/ELEVATION WELL
 HW0493
 HW0493  HISTORY     - Date     Condition        Report By
 HW0493  HISTORY     - 1958     MONUMENTED       CGS
 HW0493
 HW0493                          STATION DESCRIPTION
 HW0493
 HW0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0493'2.8 MI N FROM CHARLOTTESVILLE.
 HW0493'1.7 MILES NORTH ON U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 HW0493'HIGHWAY 250 BYPASS AT THE NORTH EDGE OF CHARLOTTESVILLE, THENCE
 HW0493'WESTERLY FOR 0.9 MILE ON COUNTY ROAD 743 TO THE SOUTHWEST CORNER
 HW0493'OF THE ALBEMARLE HIGH SCHOOL GROUNDS, 37 FEET WEST OF POWER POLE
 HW0493'NO. 102, 27 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD AND
 HW0493'21 FEET SOUTH OF A RAIL FENCE.  SET IN A DRILL HOLE IN ROCK
 HW0493'OUTCROP THAT PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0494 ***********************************************************************
 HW0494  DESIGNATION -  ALBEMARLE RM 2
 HW0494  PID         -  HW0494
 HW0494  STATE/COUNTY-  VA/ALBEMARLE
 HW0494  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0494
 HW0494                         *CURRENT SURVEY CONTROL
 HW0494  ___________________________________________________________________
 HW0494* NAD 83(1986)-  38 04 24.     (N)    078 29 57.     (W)     SCALED    
 HW0494* NAVD 88     -       184.220  (meters)     604.40   (feet)  ADJUSTED  
 HW0494  ___________________________________________________________________
 HW0494  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0494  DYNAMIC HT  -         184.089 (meters)     603.97  (feet)  COMP
 HW0494  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HW0494
 HW0494  VERT ORDER  -  SECOND    CLASS 0
 HW0494
 HW0494.The horizontal coordinates were scaled from a topographic map and have
 HW0494.an estimated accuracy of +/- 6 seconds.
 HW0494
 HW0494.The orthometric height was determined by differential leveling
 HW0494.and adjusted by the National Geodetic Survey in June 1991..
 HW0494
 HW0494.The geoid height was determined by GEOID03.
 HW0494
 HW0494.The dynamic height is computed by dividing the NAVD 88
 HW0494.geopotential number by the normal gravity value computed on the
 HW0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0494.degrees latitude (g = 980.6199 gals.).
 HW0494
 HW0494.The modeled gravity was interpolated from observed gravity values.
 HW0494
 HW0494;                    North         East    Units  Estimated Accuracy
 HW0494;SPC VA S     - 1,193,110.    3,500,070.      MT  (+/- 180 meters Scaled)
 HW0494
 HW0494                          SUPERSEDED SURVEY CONTROL
 HW0494
 HW0494  NGVD 29 (??/??/92)  184.455  (m)          605.17   (f) ADJ UNCH    2 0
 HW0494
 HW0494.Superseded values are not recommended for survey control.
 HW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0494.See file dsdata.txt to determine how the superseded data were derived.
 HW0494
 HW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193169(NAD 83)
 HW0494_MARKER: DR = REFERENCE MARK DISK
 HW0494_SETTING: 66 = SET IN ROCK OUTCROP
 HW0494_SP_SET: ROCK OUTCROP
 HW0494_STAMPING: ALBEMARLE NO 2 1958
 HW0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0494+STABILITY: POSITION/ELEVATION WELL
 HW0494
 HW0494  HISTORY     - Date     Condition        Report By
 HW0494  HISTORY     - 1958     MONUMENTED       CGS
 HW0494
 HW0494                          STATION DESCRIPTION
 HW0494
 HW0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0494'2.8 MI N FROM CHARLOTTESVILLE.
 HW0494'1.7 MILES NORTH ON U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 HW0494'HIGHWAY 250 BYPASS AT THE NORTH EDGE OF CHARLOTTESVILLE, THENCE
 HW0494'WESTERLY FOR 0.9 MILE ON COUNTY ROAD 743 TO THE SOUTHEAST CORNER
 HW0494'OF THE ALBEMARLE HIGH SCHOOL GROUNDS, 93 FEET SOUTH SOUTHWEST OF
 HW0494'THE CENTERLINE OF THE COUNTY ROAD, 79 FEET NORTH NORTHWEST OF THE
 HW0494'STATION, 31 FEET EAST OF POWER POLE NO. TB 10 AND 11 FEET NORTH
 HW0494'OF THE NORTH EDGE OF A WOODED AREA.  SET IN A DRILL HOLE IN ROCK
 HW0494'OUTCROP LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1487 ***********************************************************************
 FX1487  DESIGNATION -  ALBERTA
 FX1487  PID         -  FX1487
 FX1487  STATE/COUNTY-  VA/BRUNSWICK
 FX1487  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1487
 FX1487                         *CURRENT SURVEY CONTROL
 FX1487  ___________________________________________________________________
 FX1487* NAD 83(1993)-  36 51 52.12921(N)    077 51 25.93338(W)     ADJUSTED  
 FX1487* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 FX1487  ___________________________________________________________________
 FX1487  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FX1487  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 FX1487
 FX1487  HORZ ORDER  -  SECOND
 FX1487
 FX1487.The horizontal coordinates were established by classical geodetic methods
 FX1487.and adjusted by the National Geodetic Survey in September 1995..
 FX1487
 FX1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1487
 FX1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1487
 FX1487.The geoid height was determined by GEOID03.
 FX1487
 FX1487;                    North         East     Units Scale Factor Converg.
 FX1487;SPC VA S     - 1,059,138.847 3,557,316.377   MT  0.99998369   +0 23 24.5
 FX1487;SPC VA S     - 3,474,858.03 11,670,962.15   sFT  0.99998369   +0 23 24.5
 FX1487;UTM  18      - 4,083,650.671   245,296.949   MT  1.00039929   -1 42 54.1
 FX1487
 FX1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1487!SPC VA S     -   0.99998719  x   0.99998369  =   0.99997088
 FX1487!UTM  18      -   0.99998719  x   1.00039929  =   1.00038647
 FX1487
 FX1487|---------------------------------------------------------------------|
 FX1487| PID    Reference Object                     Distance      Geod. Az  |
 FX1487|                                                           dddmmss.s |
 FX1487| FX1486 ALBERTA RM 1                         29.288 METERS 16523     |
 FX1487| FX4345 ALBERTA MUNICIPAL TANK              APPROX. 2.5 KM 2690757.8 |
 FX1487| FX1484 ALBERTA AZ MK                                      3030059.0 |
 FX1487| FX1485 ALBERTA RM 2                         21.608 METERS 31406     |
 FX1487|---------------------------------------------------------------------|
 FX1487
 FX1487                          SUPERSEDED SURVEY CONTROL
 FX1487
 FX1487  NAD 83(1986)-  36 51 52.13264(N)    077 51 25.94990(W) AD(       ) 2
 FX1487  NAD 27      -  36 51 51.60230(N)    077 51 26.96190(W) AD(       ) 2
 FX1487  NGVD 29 (07/19/86)  114.9    (m)          377.     (f) VERT ANG       
 FX1487
 FX1487.Superseded values are not recommended for survey control.
 FX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1487.See file dsdata.txt to determine how the superseded data were derived.
 FX1487
 FX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4529783651(NAD 83)
 FX1487_MARKER: DS = TRIANGULATION STATION DISK
 FX1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1487_STAMPING: ALBERTA 1959
 FX1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1487
 FX1487  HISTORY     - Date     Condition        Report By
 FX1487  HISTORY     - 1959     MONUMENTED       CGS
 FX1487  HISTORY     - 1960     GOOD             NGS
 FX1487  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1487
 FX1487                          STATION DESCRIPTION
 FX1487
 FX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1487'STATION IS LOCATED ABOUT 7.5 MILES NORTH OF LAWRENCEVILLE,
 FX1487'ABOUT 1.5 MILES EAST OF ALBERTA, ABOUT 0.25 MILE SOUTH OF
 FX1487'U.S. HIGHWAY 1 AND ON THE SOUTH SIDE OF ROUTE 606, ON THE
 FX1487'PROPERTY OF MR. HERBERT GRAVES.  IT IS 135 FEET NORTH-NORTHWEST
 FX1487'OF THE NORTHWEST CORNER OF MR. GRAVES HOUSE, 71.0 FEET SOUTHEAST
 FX1487'OF A METAL WITNESS SIGN, 51 FEET NORTHWEST OF THE NORTH TREE
 FX1487'OF THE WEST ROW OF TREES, 36 FEET SOUTH OF THE CENTERLINE
 FX1487'OF ROUTE 606 AND 20 FEET WEST OF THE CENTERLINE OF THE WEST
 FX1487'DRIVEWAY.  THE MARK IS ABOUT 12 INCHES UNDERGROUND AND THE
 FX1487'DISK IS STAMPED ALBERTA 1959.
 FX1487'
 FX1487'REFERENCE MARK NO. 1 IS 49.5 FEET NORTH-NORTHWEST OF THE
 FX1487'NORTHEAST CORNER OF THE HOUSE, 40.6 FEET NORTH OF THE NORTHWEST
 FX1487'CORNER OF THE HOUSE, 36 FEET WEST OF THE CENTERLINE OF THE
 FX1487'EAST DRIVEWAY AND 10 FEET EAST OF THE CENTERLINE OF THE WEST
 FX1487'DRIVEWAY.  IT IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER
 FX1487'IN ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED
 FX1487'ALBERTA NO 1 1959.
 FX1487'
 FX1487'REFERENCE MARK NO. 2 IS 73 FEET NORTHWEST OF THE CENTERLINE
 FX1487'OF THE WEST DRIVEWAY, 25 FEET NORTH OF THE CENTERLINE OF
 FX1487'ROUTE 606 AND 1.4 FEET EAST OF A METAL WITNESS POST.  THE
 FX1487'MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND ABOUT THE
 FX1487'SAME ELEVATION AS THE STATION MARK.  THE DISK IS STAMPED
 FX1487'ALBERTA NO 2 1959.
 FX1487'
 FX1487'AZIMUTH MARK IS 76 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 FX1487'1, 27 FEET SOUTH OF A FENCE CORNER, 15 FEET NORTH OF A 16
 FX1487'INCH PINE TREE, 15 FEET EAST OF ROUTE 614 AND 3.3 FEET
 FX1487'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 2
 FX1487'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED ALBERTA
 FX1487'AZI NO 3 1959.
 FX1487'
 FX1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 FX1487'STATE HIGHWAY 136 IN ALBERTA, GO EAST-NORTHEAST ON U.S. HIGHWAY
 FX1487'1 FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON ROUTE
 FX1487'606 AND GO SOUTHEAST FOR 0.5 MILE TO A CROSS ROAD, ROUTE
 FX1487'614, (TO REACH THE AZIMUTH MARK, TURN LEFT ON ROUTE 614 AND
 FX1487'GO NORTH FOR 0.25 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED)
 FX1487'CONTINUE EAST ON ROUTE 606 FOR 0.2 MILE TO A DRIVEWAY ON THE
 FX1487'RIGHT, WEST DRIVEWAY AND STATION AS DESCRIBED.
 FX1487'
 FX1487'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FX1487
 FX1487                          STATION RECOVERY (1960)
 FX1487
 FX1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1487'1.1 MI E FROM ALBERTA.
 FX1487'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1487'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.2 MILE
 FX1487'SOUTH-SOUTHEAST ALONG GRAVEL ROAD 614, THENCE ABOUT 0.2 MILE
 FX1487'EAST ALONG ROAD 606.  NOTE-- THE STATION MARK IS LOCATED IN A
 FX1487'CULTIVATED FIELD 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT WAS
 FX1487'NOT LEVELED OVER DURING 1960 LEVELING.
 FX1487
 FX1487                          STATION RECOVERY (2001)
 FX1487
 FX1487'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1484 ***********************************************************************
 FX1484  DESIGNATION -  ALBERTA AZ MK
 FX1484  PID         -  FX1484
 FX1484  STATE/COUNTY-  VA/BRUNSWICK
 FX1484  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1484
 FX1484                         *CURRENT SURVEY CONTROL
 FX1484  ___________________________________________________________________
 FX1484* NAD 83(1986)-  36 52 01.     (N)    077 51 40.     (W)     SCALED    
 FX1484* NAVD 88     -       109.769  (meters)     360.13   (feet)  ADJUSTED  
 FX1484  ___________________________________________________________________
 FX1484  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FX1484  DYNAMIC HT  -         109.686 (meters)     359.86  (feet)  COMP
 FX1484  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 FX1484
 FX1484  VERT ORDER  -  SECOND    CLASS 0
 FX1484
 FX1484.The horizontal coordinates were scaled from a topographic map and have
 FX1484.an estimated accuracy of +/- 6 seconds.
 FX1484
 FX1484.The orthometric height was determined by differential leveling
 FX1484.and adjusted by the National Geodetic Survey in June 1991..
 FX1484
 FX1484.The geoid height was determined by GEOID03.
 FX1484
 FX1484.The dynamic height is computed by dividing the NAVD 88
 FX1484.geopotential number by the normal gravity value computed on the
 FX1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1484.degrees latitude (g = 980.6199 gals.).
 FX1484
 FX1484.The modeled gravity was interpolated from observed gravity values.
 FX1484
 FX1484;                    North         East    Units  Estimated Accuracy
 FX1484;SPC VA S     - 1,059,410.    3,556,970.      MT  (+/- 180 meters Scaled)
 FX1484
 FX1484                          SUPERSEDED SURVEY CONTROL
 FX1484
 FX1484  NGVD 29 (??/??/92)  110.092  (m)          361.19   (f) ADJ UNCH    2 0
 FX1484
 FX1484.Superseded values are not recommended for survey control.
 FX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1484.See file dsdata.txt to determine how the superseded data were derived.
 FX1484
 FX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF449839(NAD 83)
 FX1484_MARKER: DZ = AZIMUTH MARK DISK
 FX1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1484_STAMPING: ALBERTA 1959
 FX1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1484+STABILITY: SURFACE MOTION
 FX1484
 FX1484  HISTORY     - Date     Condition        Report By
 FX1484  HISTORY     - 1959     MONUMENTED       CGS
 FX1484  HISTORY     - 1960     GOOD             NGS
 FX1484  HISTORY     - 1965     GOOD             NGS
 FX1484  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1484
 FX1484                          STATION DESCRIPTION
 FX1484
 FX1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1484'0.7 MI NE FROM ALBERTA.
 FX1484'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1484'OVER THE VIRGINIAN RAILWAY AT ALBERTA, AT THE JUNCTION OF GRAVEL
 FX1484'ROAD 614 LEADING SOUTH-SOUTHEAST, 75 FEET SOUTH-SOUTHEAST OF
 FX1484'THE CENTER LINE OF HIGHWAY 1, 27 FEET SOUTH-SOUTHEAST OF A FENCE
 FX1484'CORNER, 3 FEET EAST-NORTHEAST OF A WIRE FENCE, 17 FEET
 FX1484'EAST-NORTHEAST OF THE CENTER LINE OF ROAD 614, 3 FEET EAST OF A
 FX1484'STEEL WITNESS POST, ABOUT LEVEL WITH ROAD 614, ABOUT 1 1/2 FEET
 FX1484'ABOVE THE LEVEL OF HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 FX1484'PROJECTING 2 INCHES.
 FX1484
 FX1484                          STATION RECOVERY (1965)
 FX1484
 FX1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1484'RECOVERED IN GOOD CONDITION.
 FX1484
 FX1484                          STATION RECOVERY (2001)
 FX1484
 FX1484'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4345 ***********************************************************************
 FX4345  DESIGNATION -  ALBERTA MUNICIPAL TANK
 FX4345  PID         -  FX4345
 FX4345  STATE/COUNTY-  VA/BRUNSWICK
 FX4345  USGS QUAD   -  ALBERTA (1970)
 FX4345
 FX4345                         *CURRENT SURVEY CONTROL
 FX4345  ___________________________________________________________________
 FX4345* NAD 83(1993)-  36 51 50.87766(N)    077 53 07.83044(W)     ADJUSTED  
 FX4345* NAVD 88     -                                                        
 FX4345  ___________________________________________________________________
 FX4345  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FX4345  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FX4345
 FX4345  HORZ ORDER  -  THIRD
 FX4345
 FX4345.The horizontal coordinates were established by classical geodetic methods
 FX4345.and adjusted by the National Geodetic Survey in September 1995..
 FX4345
 FX4345
 FX4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4345
 FX4345.The geoid height was determined by GEOID03.
 FX4345
 FX4345;                    North         East     Units Scale Factor Converg.
 FX4345;SPC VA S     - 1,059,083.461 3,554,792.808   MT  0.99998374   +0 22 22.6
 FX4345;SPC VA S     - 3,474,676.32 11,662,682.74   sFT  0.99998374   +0 22 22.6
 FX4345;UTM  18      - 4,083,688.034   242,771.981   MT  1.00041521   -1 43 55.3
 FX4345
 FX4345                          SUPERSEDED SURVEY CONTROL
 FX4345
 FX4345  NAD 83(1986)-  36 51 50.88034(N)    077 53 07.84690(W) AD(       ) 4
 FX4345  NAD 27      -  36 51 50.35200(N)    077 53 08.85600(W) AD(       ) 3
 FX4345
 FX4345.Superseded values are not recommended for survey control.
 FX4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4345.See file dsdata.txt to determine how the superseded data were derived.
 FX4345
 FX4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4277283688(NAD 83)
 FX4345_MARKER: 53 = ELEVATED TANK
 FX4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4345+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 FX4345
 FX4345  HISTORY     - Date     Condition        Report By
 FX4345  HISTORY     - 1959     FIRST OBSERVED   CGS
 FX4345  HISTORY     - 20010224 GOOD             USPSQD
 FX4345  HISTORY     - 20040605 GOOD             USPSQD
 FX4345
 FX4345                          STATION DESCRIPTION
 FX4345
 FX4345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX4345'THE STATION IS LOCATED NEXT TO THE ALBERTA VOLUNTEER FIRE
 FX4345'DEPARTMENT IN ALBERTA.
 FX4345'
 FX4345'IT IS A 4-LEGGED STEEL STRUCTURE.  PAINTED GRAY IN COLOR.
 FX4345'127 FEET IN HEIGHT.
 FX4345'
 FX4345'THE POINT INTERSECTED WAS THE SMALL GRAY BALL ON TOP OF THE
 FX4345'TANK.
 FX4345
 FX4345                          STATION RECOVERY (2001)
 FX4345
 FX4345'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FX4345'RECOVERED IN GOOD CONDITION.
 FX4345
 FX4345                          STATION RECOVERY (2004)
 FX4345
 FX4345'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 FX4345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1486 ***********************************************************************
 FX1486  DESIGNATION -  ALBERTA RM 1
 FX1486  PID         -  FX1486
 FX1486  STATE/COUNTY-  VA/BRUNSWICK
 FX1486  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1486
 FX1486                         *CURRENT SURVEY CONTROL
 FX1486  ___________________________________________________________________
 FX1486* NAD 83(1986)-  36 51 52.     (N)    077 51 25.     (W)     SCALED    
 FX1486* NAVD 88     -       114.803  (meters)     376.65   (feet)  ADJUSTED  
 FX1486  ___________________________________________________________________
 FX1486  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 FX1486  DYNAMIC HT  -         114.716 (meters)     376.36  (feet)  COMP
 FX1486  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 FX1486
 FX1486  VERT ORDER  -  SECOND    CLASS 0
 FX1486
 FX1486.The horizontal coordinates were scaled from a topographic map and have
 FX1486.an estimated accuracy of +/- 6 seconds.
 FX1486
 FX1486.The orthometric height was determined by differential leveling
 FX1486.and adjusted by the National Geodetic Survey in June 1991..
 FX1486
 FX1486.The geoid height was determined by GEOID03.
 FX1486
 FX1486.The dynamic height is computed by dividing the NAVD 88
 FX1486.geopotential number by the normal gravity value computed on the
 FX1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1486.degrees latitude (g = 980.6199 gals.).
 FX1486
 FX1486.The modeled gravity was interpolated from observed gravity values.
 FX1486
 FX1486;                    North         East    Units  Estimated Accuracy
 FX1486;SPC VA S     - 1,059,140.    3,557,340.      MT  (+/- 180 meters Scaled)
 FX1486
 FX1486                          SUPERSEDED SURVEY CONTROL
 FX1486
 FX1486  NGVD 29 (??/??/92)  115.125  (m)          377.71   (f) ADJ UNCH    2 0
 FX1486
 FX1486.Superseded values are not recommended for survey control.
 FX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1486.See file dsdata.txt to determine how the superseded data were derived.
 FX1486
 FX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF453836(NAD 83)
 FX1486_MARKER: DR = REFERENCE MARK DISK
 FX1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1486_STAMPING: ALBERTA NO 1 1959
 FX1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1486+STABILITY: SURFACE MOTION
 FX1486
 FX1486  HISTORY     - Date     Condition        Report By
 FX1486  HISTORY     - 1959     MONUMENTED       CGS
 FX1486  HISTORY     - 1960     GOOD             NGS
 FX1486  HISTORY     - 1965     GOOD             NGS
 FX1486  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1486
 FX1486                          STATION DESCRIPTION
 FX1486
 FX1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1486'1.1 MI E FROM ALBERTA.
 FX1486'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1486'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.2 MILE
 FX1486'SOUTH-SOUTHEAST ALONG GRAVEL ROAD 614, THENCE ABOUT 0.2 MILE
 FX1486'EAST ALONG BLACK TOP ROAD 606, 134 FEET SOUTH OF THE CENTER LINE
 FX1486'OF ROAD 606 AND TOP OF GRADE, 10 FEET EAST OF CENTER LINE OF WEST
 FX1486'DRIVEWAY TO A TWO-STORY HOUSE, 40 1/2 FEET NORTH OF THE NORTHWEST
 FX1486'CORNER OF SAME HOUSE, 161 FEET SOUTH-SOUTHEAST OF AND ACROSS ROAD
 FX1486'606 AND WEST DRIVEWAY FROM R M 2, IN THE LAWN BETWEEN THE
 FX1486'DRIVEWAYS, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FX1486'GROUND.
 FX1486
 FX1486                          STATION RECOVERY (1965)
 FX1486
 FX1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1486'RECOVERED IN GOOD CONDITION.
 FX1486
 FX1486                          STATION RECOVERY (2001)
 FX1486
 FX1486'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1485 ***********************************************************************
 FX1485  DESIGNATION -  ALBERTA RM 2
 FX1485  PID         -  FX1485
 FX1485  STATE/COUNTY-  VA/BRUNSWICK
 FX1485  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1485
 FX1485                         *CURRENT SURVEY CONTROL
 FX1485  ___________________________________________________________________
 FX1485* NAD 83(1986)-  36 51 52.     (N)    077 51 25.     (W)     SCALED    
 FX1485* NAVD 88     -       114.691  (meters)     376.28   (feet)  ADJUSTED  
 FX1485  ___________________________________________________________________
 FX1485  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 FX1485  DYNAMIC HT  -         114.604 (meters)     376.00  (feet)  COMP
 FX1485  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 FX1485
 FX1485  VERT ORDER  -  SECOND    CLASS 0
 FX1485
 FX1485.The horizontal coordinates were scaled from a topographic map and have
 FX1485.an estimated accuracy of +/- 6 seconds.
 FX1485
 FX1485.The orthometric height was determined by differential leveling
 FX1485.and adjusted by the National Geodetic Survey in June 1991..
 FX1485
 FX1485.The geoid height was determined by GEOID03.
 FX1485
 FX1485.The dynamic height is computed by dividing the NAVD 88
 FX1485.geopotential number by the normal gravity value computed on the
 FX1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1485.degrees latitude (g = 980.6199 gals.).
 FX1485
 FX1485.The modeled gravity was interpolated from observed gravity values.
 FX1485
 FX1485;                    North         East    Units  Estimated Accuracy
 FX1485;SPC VA S     - 1,059,140.    3,557,340.      MT  (+/- 180 meters Scaled)
 FX1485
 FX1485                          SUPERSEDED SURVEY CONTROL
 FX1485
 FX1485  NGVD 29 (??/??/92)  115.013  (m)          377.34   (f) ADJ UNCH    2 0
 FX1485
 FX1485.Superseded values are not recommended for survey control.
 FX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1485.See file dsdata.txt to determine how the superseded data were derived.
 FX1485
 FX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF453836(NAD 83)
 FX1485_MARKER: DR = REFERENCE MARK DISK
 FX1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1485_STAMPING: ALBERTA NO 2 1959
 FX1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1485+STABILITY: SURFACE MOTION
 FX1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1485+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FX1485
 FX1485  HISTORY     - Date     Condition        Report By
 FX1485  HISTORY     - 1959     MONUMENTED       CGS
 FX1485  HISTORY     - 1960     GOOD             NGS
 FX1485  HISTORY     - 1965     GOOD             NGS
 FX1485  HISTORY     - 20010317 GOOD             USPSQD
 FX1485
 FX1485                          STATION DESCRIPTION
 FX1485
 FX1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1485'1.1 MI E FROM ALBERTA.
 FX1485'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1485'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.2 MILE
 FX1485'SOUTH-SOUTHEAST ALONG GRAVEL ROAD 614, THENCE ABOUT 0.2 MILE
 FX1485'EAST ALONG BLACK TOP ROAD 606, 25 FEET NORTH OF THE CENTER LINE
 FX1485'OF ROAD 606, 16 YARDS WEST OF TOP OF GRADE, 66 FEET WEST-NORTHWEST
 FX1485'OF THE CENTER OF JUNCTION OF ROAD 606 AND WEST DRIVEWAY OF TWO
 FX1485'DRIVEWAYS LEADING SOUTH TO A TWO-STORY HOUSE, 161 FEET
 FX1485'NORTH-NORTHWEST OF AND ACROSS ROAD 606 FROM R M 1, 1 1/2 FEET
 FX1485'EAST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST.
 FX1485
 FX1485                          STATION RECOVERY (1965)
 FX1485
 FX1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1485'RECOVERED IN GOOD CONDITION.
 FX1485
 FX1485                          STATION RECOVERY (2001)
 FX1485
 FX1485'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5567 ***********************************************************************
 HV5567  DESIGNATION -  ALDIE
 HV5567  PID         -  HV5567
 HV5567  STATE/COUNTY-  VA/LOUDOUN
 HV5567  USGS QUAD   -  MIDDLEBURG (1981)
 HV5567
 HV5567                         *CURRENT SURVEY CONTROL
 HV5567  ___________________________________________________________________
 HV5567* NAD 83(1993)-  38 57 58.64805(N)    077 38 26.21208(W)     ADJUSTED  
 HV5567* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 HV5567  ___________________________________________________________________
 HV5567  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 HV5567  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV5567
 HV5567  HORZ ORDER  -  SECOND
 HV5567
 HV5567.The horizontal coordinates were established by classical geodetic methods
 HV5567.and adjusted by the National Geodetic Survey in November 1994..
 HV5567
 HV5567.The orthometric height was scaled from a topographic map.
 HV5567
 HV5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5567
 HV5567.The geoid height was determined by GEOID03.
 HV5567
 HV5567;                    North         East     Units Scale Factor Converg.
 HV5567;SPC VA N     - 2,144,607.746 3,574,477.234   MT  0.99996687   +0 32 10.9
 HV5567;SPC VA N     - 7,036,100.58 11,727,264.06   sFT  0.99996687   +0 32 10.9
 HV5567;UTM  18      - 4,316,352.534   271,218.999   MT  1.00024455   -1 39 40.7
 HV5567
 HV5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5567!SPC VA N     -   0.99997057  x   0.99996687  =   0.99993744
 HV5567!UTM  18      -   0.99997057  x   1.00024455  =   1.00021511
 HV5567
 HV5567|---------------------------------------------------------------------|
 HV5567| PID    Reference Object                     Distance      Geod. Az  |
 HV5567|                                                           dddmmss.s |
 HV5567| DC6649 ALDIE RM 1                           26.914 METERS 14217     |
 HV5567| DC6650 ALDIE RM 2                           14.926 METERS 22037     |
 HV5567| HV5621 BURRLAND FARMS TANK                 APPROX.10.1 KM 2591520.0 |
 HV5567| HV5578 MIDDLEBURG WATER TANK               APPROX. 8.1 KM 2731821.5 |
 HV5567| DC6648 ALDIE AZ MK                                        3323643.6 |
 HV5567|---------------------------------------------------------------------|
 HV5567
 HV5567                          SUPERSEDED SURVEY CONTROL
 HV5567
 HV5567  NAD 83(1993)-  38 57 58.64920(N)    077 38 26.21980(W) AD(       ) 2
 HV5567  NAD 83(1986)-  38 57 58.64742(N)    077 38 26.22343(W) AD(       ) 2
 HV5567  NAD 27      -  38 57 58.25200(N)    077 38 27.24600(W) AD(       ) 2
 HV5567
 HV5567.Superseded values are not recommended for survey control.
 HV5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5567.See file dsdata.txt to determine how the superseded data were derived.
 HV5567
 HV5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7121916353(NAD 83)
 HV5567_MARKER: DS = TRIANGULATION STATION DISK
 HV5567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5567
 HV5567  HISTORY     - Date     Condition        Report By
 HV5567  HISTORY     - 1942     MONUMENTED       CGS
 HV5567  HISTORY     - 1943     GOOD             CGS
 HV5567  HISTORY     - 1958     GOOD             CGS
 HV5567
 HV5567                          STATION DESCRIPTION
 HV5567
 HV5567'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5567'STATION IS LOCATED ABOUT 1 MILE S OF ALDIE.  AND ABOUT 5 MILES
 HV5567'E OF MIDDLEBURG, ON TIMBERED RIDGE, ON PROPERTY OWNED BY
 HV5567'MRS. F.B. TAYLOR.  STATION IS ON THE SUMMIT OF THE HILL 8.5
 HV5567'FEET E OF A TRIANGULAR-BLAZED OAK TREE, AND 9.5 FEET NW OF
 HV5567'A TRIANGULAR-BLAZED PINE TREE.  MARK IS STAMPED ALDIE 1942 AND
 HV5567'PROJECTS ABOUT 4 INCHES.
 HV5567'
 HV5567'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 HV5567'AS DESCRIBED IN NOTES 1A AND 7A.
 HV5567'
 HV5567'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS A BRONZE
 HV5567'DISK SET FLUSH IN A DRILL HOLE IN A SMALL BOULDER.  MARK
 HV5567'IS STAMPED ALDIE NO. 1 1942.
 HV5567'
 HV5567'REFERENCE MARK NO. 2 IS SW OF THE STATION.  IT IS A BRONZE
 HV5567'DISK SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 HV5567'THE GROUND.  MARK IS STAMPED ALDIE NO. 2 1942.
 HV5567'
 HV5567'AZIMUTH MARK IS 0.1 MILE W OF THE ALDIE POST OFFICE ON THE N
 HV5567'SIDE OF U.S. 50, 20 FEET N OF THE CENTER LINE, AND 27 FEET SW
 HV5567'OF THE CENTER LINE OF COUNTY ROAD 734.  MARK IS A BRONZE
 HV5567'U.S.C. AND G. SURVEY B.M. SET IN A STONE WALL ON THE NE SIDE
 HV5567'OF A DRIVE TO A TEXACO FILLING STATION.  MARK IS STAMPED
 HV5567'B 257 1942.  MARK CANNOT BE SEEN FROM THE GROUND WITHOUT
 HV5567'CONSIDERABLE CLEARING.
 HV5567'
 HV5567'STATION IS REACHED FROM ALDIE POST OFFICE ON U.S. ROUTE 50 BY
 HV5567'GOING E ON U.S. 50 FOR 0.7 MILE TO A SIDE ROAD RIGHT, COUNTY
 HV5567'ROAD 612, TURN RIGHT ON 612 AND GO 0.1 MILE TO A FORKS, TAKE
 HV5567'RIGHT FORK, COUNTY ROAD 631, AND GO 0.75 MILE TO DIM SIDE
 HV5567'ROAD RIGHT AND PLANK GATE ON THE LEFT.  TURN RIGHT ON THE
 HV5567'WOODS ROAD AND GO 0.25 MILE TO A FORKS, TAKE RIGHT FORK AND GO
 HV5567'25 YARDS TO A TRIANGULAR BLAZE ON A TREE, TURN SHARP RIGHT AND
 HV5567'FOLLOW MAIN-TRAVELED ROAD FOR 0.25 MILE TO A DIM CROSS ROAD,
 HV5567'TURN RIGHT, E, UP A SHARP HILL FOR ABOUT 0.1 MILE TO
 HV5567'STATION ON THE LEFT BETWEEN TWO TRIANGULAR-BLAZED TREES.
 HV5567'
 HV5567'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 HV5567
 HV5567                          STATION RECOVERY (1943)
 HV5567
 HV5567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5567'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HV5567'CONDITION.  A SLIGHT DISCREPENCY WAS FOUND IN THE MEASUREMENTS
 HV5567'TO REFERENCE MARKS NO. 1 AND NO. 2.  THE MEASUREMENTS AT THIS
 HV5567'TIME WERE CHECKED AND CAREFULLY RECHECKED.  A COMPLETE NEW
 HV5567'DESCRIPTION FOLLOWS--
 HV5567'
 HV5567'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1 MILE S
 HV5567'OF THE VILLAGE OF ALDIE ON LAND OWNED BY MRS. F.B. TAYLOR.
 HV5567'IT IS 8.5 FEET E OF A TRIANGULAR-BLAZED OAK TREE AND 9.5 FEET
 HV5567'NW OF A TRIANGULAR-BLAZED PINE TREE.  IT IS STAMPED ALDIE
 HV5567'1942 AND PROJECTS ABOUT 4 INCHES.
 HV5567'
 HV5567'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS SET IN A
 HV5567'DRILL HOLE IN A BOULDER AND STAMPED ALDIE NO. 1 1942.
 HV5567'
 HV5567'REFERENCE MARK NO. 2 IS SW OF THE STATION.  IT IS SET IN A
 HV5567'DRILL HOLE IN BEDROCK AND STAMPED ALDIE NO. 2 1942.
 HV5567'
 HV5567'THE AZIMUTH MARK IS A BRONZE U.S.C. AND G.S. BENCH MARK SET
 HV5567'IN A DRILL HOLE IN A STONE WELL NEAR A TEXACO FILLING STATION,
 HV5567'0.1 MILE W OF THE ALDIE POST OFFICE, 20 FEET N OF THE CENTER
 HV5567'LINE OF U.S. HIGHWAY 50, 27 FEET SW OF THE CENTER LINE OF
 HV5567'COUNTY HIGHWAY 734 AND 8 FEET NE OF THE CENTER LINE OF THE
 HV5567'FILLING STATION DRIVEWAY.  IT IS STAMPED B 257 1942.
 HV5567'
 HV5567'TO REACH THE STATION FROM THE POST OFFICE IN ALDIE, GO E ON
 HV5567'U.S. HIGHWAY 50 FOR 0.7 MILE TO COUNTY HIGHWAY 612, TURN RIGTH ON
 HV5567'612 AND GO 0.1 MILE TO A FORKS, TAKE RIGHT FORK (COUNTY HIGHWAY
 HV5567'631) AND GO 0.75 MILE TO A DIM SIDE ROAD RIGHT, TURN SHARP
 HV5567'RIGHT AND GO UPHILL ON WOODS ROAD FOR 0.25 MILE TO A FORKS, TAKE
 HV5567'RIGHT FORK AND GO 25 YARDS TO A TRIANGULAR-BLAZED TREE ON THE
 HV5567'LEFT, TURN SHARP RIGHT AND FOLLOW MAIN TRAIL FOR 0.25 MILE
 HV5567'TO A DIM CROSS ROAD, TURN SHARP RIGHT UPHILL FOR 0.1 MILE
 HV5567'TO TOP OF HILL AND STATION.
 HV5567'
 HV5567'A 77-FOOT SIGNAL AT GOOSE 1942 IS VISIBLE AT 50 FEET.
 HV5567'
 HV5567'A 90-FOOT SIGNAL AT WILLARD IS VISIBLE AT 50 FEET.
 HV5567'
 HV5567'A 90-FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 50 FEET.
 HV5567'
 HV5567'A 37-FOOT SIGNAL AT BULL RUN 1871 IS VISIBLE AT 50 FEET.
 HV5567
 HV5567                          STATION RECOVERY (1958)
 HV5567
 HV5567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5567'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE BENCH MARK
 HV5567'(USED AS THE AZIMUTH MARK IN 1942 AND 1943) WERE RECOVERED
 HV5567'AND FOUND IN GOOD CONDITION, WITH THE ONE EXCEPTION THAT THE
 HV5567'LINE TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND WAS NOT
 HV5567'OBSERVED UPON AT THIS TIME.
 HV5567'
 HV5567'THE ORIGINAL DESCRIPTION AND THE 1943 RECOVERY NOTE ARE
 HV5567'ADEQUATE.  THE ROUTE TO REACH THE STATION WAS CHECKED AND
 HV5567'FOUND TO BE CORRECT.
 HV5567'
 HV5567'NOTE--OBSERVATIONS MADE FROM A 64-FT. STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3333 ***********************************************************************
 GA3333  DESIGNATION -  ALEX
 GA3333  PID         -  GA3333
 GA3333  STATE/COUNTY-  VA/RUSSELL
 GA3333  USGS QUAD   -  LEBANON (1991)
 GA3333
 GA3333                         *CURRENT SURVEY CONTROL
 GA3333  ___________________________________________________________________
 GA3333* NAD 83(1993)-  36 54 24.89102(N)    082 01 31.85840(W)     ADJUSTED  
 GA3333* NAVD 88     -       718.41   (+/-2cm)    2357.0    (feet)  VERTCON   
 GA3333  ___________________________________________________________________
 GA3333  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 GA3333  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3333
 GA3333  HORZ ORDER  -  SECOND
 GA3333  VERT ORDER  -  THIRD ? (See Below)
 GA3333
 GA3333.The horizontal coordinates were established by classical geodetic methods
 GA3333.and adjusted by the National Geodetic Survey in December 1995..
 GA3333
 GA3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3333.The vertical order pertains to the NGVD 29 superseded value.
 GA3333
 GA3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3333
 GA3333.The geoid height was determined by GEOID03.
 GA3333
 GA3333;                    North         East     Units Scale Factor Converg.
 GA3333;SPC VA S     - 1,069,518.748 3,185,885.872   MT  0.99997750   -2 08 23.0
 GA3333;SPC VA S     - 3,508,912.76 10,452,360.57   sFT  0.99997750   -2 08 23.0
 GA3333;UTM  17      - 4,085,037.150   408,641.116   MT  0.99970282   -0 36 57.2
 GA3333
 GA3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3333!SPC VA S     -   0.99989209  x   0.99997750  =   0.99986959
 GA3333!UTM  17      -   0.99989209  x   0.99970282  =   0.99959494
 GA3333
 GA3333:                Primary Azimuth Mark                     Grid Az
 GA3333:SPC VA S     -  HAYTER KNOB LOOKOUT TOWER                135 28 08.5
 GA3333:UTM  17      -  HAYTER KNOB LOOKOUT TOWER                133 56 42.7
 GA3333
 GA3333|---------------------------------------------------------------------|
 GA3333| PID    Reference Object                     Distance      Geod. Az  |
 GA3333|                                                           dddmmss.s |
 GA3333| FZ2178 HAYTER KNOB LOOKOUT TOWER           APPROX. 5.8 KM 1331945.5 |
 GA3333| DB8622 ALEX RM 1                             5.560 METERS 17737     |
 GA3333| GA3271 ALEX AZ MK 2                        APPROX. 1.5 KM 2754854.8 |
 GA3333| GA0351 ALEX AZ MK                          APPROX. 1.5 KM 2762134.3 |
 GA3333| DB8623 ALEX RM 2                             5.749 METERS 34658     |
 GA3333|---------------------------------------------------------------------|
 GA3333
 GA3333                          SUPERSEDED SURVEY CONTROL
 GA3333
 GA3333  NAD 83(1993)-  36 54 24.88927(N)    082 01 31.85961(W) AD(       ) 2
 GA3333  NAD 83(1986)-  36 54 24.90645(N)    082 01 31.86046(W) AD(       ) 2
 GA3333  NAD 27      -  36 54 24.51310(N)    082 01 32.40190(W) AD(       ) 2
 GA3333  NGVD 29 (07/19/86)  718.53   (m)         2357.4    (f) LEVELING    3  
 GA3333
 GA3333.Superseded values are not recommended for survey control.
 GA3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3333.See file dsdata.txt to determine how the superseded data were derived.
 GA3333
 GA3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0864185037(NAD 83)
 GA3333_MARKER: DS = TRIANGULATION STATION DISK
 GA3333_SETTING: 0 = UNSPECIFIED SETTING
 GA3333
 GA3333  HISTORY     - Date     Condition        Report By
 GA3333  HISTORY     - 1963     MONUMENTED       CGS
 GA3333  HISTORY     - 1975     GOOD             NGS
 GA3333
 GA3333                          STATION DESCRIPTION
 GA3333
 GA3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3333'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LEBANON, 1/2
 GA3333'MILE SOUTH OF U.S. HIGHWAY 19 ON A HIGH GRASSY KNOB.  THE
 GA3333'PROPERTY IS OWNED BY MR. DAVE ALEXANDER.
 GA3333'
 GA3333'TO REACH FROM THE POST OFFICE IN LEBANON, GO EAST ON U.S.
 GA3333'HIGHWAY 19 FOR 2.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GA3333'CONTINUE EAST ON THE HIGHWAY FOR 1.0 MILE TO A FARM LANE TO
 GA3333'THE RIGHT JUST BEFORE REACHING A SMALL BARBER SHOP, TURN
 GA3333'RIGHT AND GO 0.25 MILE TO A LOCKED GATE, PASS THROUGH AND GO
 GA3333'0.1 MILE TO A DIM ROAD TO THE RIGHT, TURN RIGHT, CROSSING
 GA3333'SMALL STREAM, FOLLOW DIM ROAD UP VALLEY TO THE WEST AND NORTH
 GA3333'FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH AND GO NORTHWEST
 GA3333'FOR 0.1 MILE TO THE HIGHEST POINT OF HILL.
 GA3333'
 GA3333'THE STATION MARK IS 4.3 FEET NORTHEAST OF A METAL WITNESS
 GA3333'POST AND 2.9 FEET EAST OF A FENCE.  IT IS A STANDARD DISK
 GA3333'WELDED TO THE TOP OF A 1 1/2-INCH GALVANIZED PIPE WHICH PROJECTS
 GA3333'2-INCHES AND IS STAMPED ALEX 1963.
 GA3333'
 GA3333'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF A METAL WITNESS POST
 GA3333'AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK WELDED TO
 GA3333'THE TOP OF A GALVANIZED PIPE WHICH PROJECTS 2 INCHES AND IS
 GA3333'STAMPED ALEX NO 1 1963.
 GA3333'
 GA3333'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF A METAL WITNESS POST
 GA3333'AND 1 FOOT EAST OF A FENCE.  IT IS A STANDARD DISK WELDED TO
 GA3333'THE TOP OF A GALVANIZED PIPE AND PROJECTS 6 INCHES.
 GA3333'
 GA3333'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GA3333'CONCRETE POST, SET FLUSH.  IT IS 35 FEET NORTH OF THE APPROXIMATE
 GA3333'CENTER OF U.S. HIGHWAY 19, 2.4 FEET SOUTH OF A WIRE FENCE,
 GA3333'2.1 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF
 GA3333'A POWER POLE, NO. 684-64.
 GA3333
 GA3333                          STATION RECOVERY (1975)
 GA3333
 GA3333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GA3333'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GA3333'GOOD CONDITION.  IT WAS REQUESTED THAT THE AZIMUTH MARK BE RELOCATED
 GA3333'OUT OF CONSTRUCTION LIMITS OF ENTRANCE TO GASOLINE SERVICE STATION
 GA3333'SO A NEW AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL MARK WAS
 GA3333'DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2
 GA3333'WAS CHECKED AND FOUND TO BE CORRECT BUT A LONGER DISTANCE OF .02
 GA3333'FOOT OR .007 METER WAS FOUND IN THE DISTANCE TO REFERENCE
 GA3333'MARK NO. 1.  ALSO A DIFFERENCE OF ABOUT 3-1/2 MINUTES WAS FOUND IN
 GA3333'THE DIRECTION TO REFERENCE MARK NO. 1.  ORIGINAL
 GA3333'DESCRIPTION IS ADEQUATE EXCEPT A FOUR WHEEL DRIVE VEHICLE IS
 GA3333'NECESSARY TO DRIVE TO STATION.
 GA3333'
 GA3333'AZIMUTH MARK 2 IS 74 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 67
 GA3333'FEET EAST OF UTILITY POLE NUMBER 683, 1501, 25 FEET NORTH OF THE
 GA3333'CENTERLINE OF THE HIGHWAY AND 8 FEET SOUTH OF A CABLE FENCE.  MARK
 GA3333'IS A STANDARD REFERENCE DISK SET FLUSH IN THE TOP OF A CONCRETE
 GA3333'MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND
 GA3333'THE DISK IS STAMPED ALEX 1963 AZ 2 1975.  TO REACH FROM THE
 GA3333'POST OFFICE IN LEBANON GO NORTHEASTERLY ON U. S. HIGHWAY 19
 GA3333'FOR 2.25 MILE TO A CEMETARY ON THE RIGHT AND AZIMUTH MARK ON
 GA3333'LEFT AS DESCRIBED.
 GA3333'
 GA3333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES EAST OF
 GA3333'LEBANON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0351 ***********************************************************************
 GA0351  DESIGNATION -  ALEX AZ MK
 GA0351  PID         -  GA0351
 GA0351  STATE/COUNTY-  VA/RUSSELL
 GA0351  USGS QUAD   -  LEBANON (1991)
 GA0351
 GA0351                         *CURRENT SURVEY CONTROL
 GA0351  ___________________________________________________________________
 GA0351* NAD 83(1993)-  36 54 30.15818(N)    082 02 30.75373(W)     ADJUSTED  
 GA0351* NAVD 88     -       598.573  (meters)    1963.82   (feet)  ADJUSTED  
 GA0351  ___________________________________________________________________
 GA0351  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 GA0351  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA0351  DYNAMIC HT  -         598.036 (meters)    1962.06  (feet)  COMP
 GA0351  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 GA0351
 GA0351  HORZ ORDER  -  SECOND
 GA0351  VERT ORDER  -  SECOND    CLASS 0
 GA0351
 GA0351.The horizontal coordinates were established by classical geodetic methods
 GA0351.and adjusted by the National Geodetic Survey in December 1995..
 GA0351
 GA0351.The orthometric height was determined by differential leveling
 GA0351.and adjusted by the National Geodetic Survey in June 1991..
 GA0351
 GA0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA0351
 GA0351.The geoid height was determined by GEOID03.
 GA0351
 GA0351.The dynamic height is computed by dividing the NAVD 88
 GA0351.geopotential number by the normal gravity value computed on the
 GA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0351.degrees latitude (g = 980.6199 gals.).
 GA0351
 GA0351.The modeled gravity was interpolated from observed gravity values.
 GA0351
 GA0351;                    North         East     Units Scale Factor Converg.
 GA0351;SPC VA S     - 1,069,735.560 3,184,435.029   MT  0.99997730   -2 08 58.7
 GA0351;SPC VA S     - 3,509,624.08 10,447,600.59   sFT  0.99997730   -2 08 58.7
 GA0351;UTM  17      - 4,085,215.254   407,185.417   MT  0.99970612   -0 37 32.6
 GA0351
 GA0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA0351!SPC VA S     -   0.99991089  x   0.99997730  =   0.99988820
 GA0351!UTM  17      -   0.99991089  x   0.99970612  =   0.99961704
 GA0351
 GA0351:                Primary Azimuth Mark                     Grid Az
 GA0351:SPC VA S     -  ALEX                                     098 29 57.7
 GA0351:UTM  17      -  ALEX                                     096 58 31.6
 GA0351
 GA0351|---------------------------------------------------------------------|
 GA0351| PID    Reference Object                     Distance      Geod. Az  |
 GA0351|                                                           dddmmss.s |
 GA0351| GA3333 ALEX                                APPROX. 1.5 KM 0962059.0 |
 GA0351| GA3271 ALEX AZ MK 2                         38.426 METERS 25432     |
 GA0351|---------------------------------------------------------------------|
 GA0351
 GA0351                          SUPERSEDED SURVEY CONTROL
 GA0351
 GA0351  NAD 83(1993)-  36 54 30.15619(N)    082 02 30.75496(W) AD(       ) 2
 GA0351  NAD 83(1986)-  36 54 30.17354(N)    082 02 30.75583(W) AD(       ) 2
 GA0351  NAD 27      -  36 54 29.78149(N)    082 02 31.29527(W) AD(       ) 2
 GA0351  NGVD 29 (??/??/92)  598.697  (m)         1964.23   (f) ADJ UNCH    2 0
 GA0351
 GA0351.Superseded values are not recommended for survey control.
 GA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0351.See file dsdata.txt to determine how the superseded data were derived.
 GA0351
 GA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0718585215(NAD 83)
 GA0351_MARKER: DZ = AZIMUTH MARK DISK
 GA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0351_STAMPING: ALEX 1963
 GA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0351+STABILITY: SURFACE MOTION
 GA0351
 GA0351  HISTORY     - Date     Condition        Report By
 GA0351  HISTORY     - 1963     MONUMENTED       CGS
 GA0351  HISTORY     - 1963     GOOD             CGS
 GA0351
 GA0351                          STATION DESCRIPTION
 GA0351
 GA0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0351'TO REACH STATION ALEX FROM THE POST OFFICE IN LEBANON, GO EAST ON U.S.
 GA0351'HIGHWAY 19 FOR 2.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GA0351'CONTINUE EAST ON THE HIGHWAY FOR 1.0 MILE TO A FARM LANE TO
 GA0351'THE RIGHT JUST BEFORE REACHING A SMALL BARBER SHOP, TURN
 GA0351'RIGHT AND GO 0.25 MILE TO A LOCKED GATE, PASS THROUGH AND GO
 GA0351'0.1 MILE TO A DIM ROAD TO THE RIGHT, TURN RIGHT, CROSSING
 GA0351'SMALL STREAM, FOLLOW DIM ROAD UP VALLEY TO THE WEST AND NORTH
 GA0351'FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH AND GO NORTHWEST
 GA0351'FOR 0.1 MILE TO THE HIGHEST POINT OF HILL.
 GA0351'
 GA0351'ALEX AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GA0351'CONCRETE POST, SET FLUSH.  IT IS 35 FEET NORTH OF THE APPROXIMATE
 GA0351'CENTER OF U.S. HIGHWAY 19, 2.4 FEET SOUTH OF A WIRE FENCE,
 GA0351'2.1 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF
 GA0351'A POWER POLE, NO. 684-64.
 GA0351
 GA0351                          STATION RECOVERY (1963)
 GA0351
 GA0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GA0351'2.2 MI NE FROM LEBANON.
 GA0351'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE IN
 GA0351'LEBANON TO THE MARK SET IN THE TOP OF A CONCRETE POST ACROSS ROAD
 GA0351'FROM A CEMETARY, 35.0 FEET NORTH OF HIGHWAY, 2.4 FEET SOUTH OF A
 GA0351'WIRE FENCE, 2.1 FEET SOUTH OF A METAL WITNESS SIGN, 1.5 FEET EAST
 GA0351'OF A POWER LINE POLE NUMBER 684-64 AND IS ABOUT LEVEL WITH THE
 GA0351'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3271 ***********************************************************************
 GA3271  DESIGNATION -  ALEX AZ MK 2
 GA3271  PID         -  GA3271
 GA3271  STATE/COUNTY-  VA/RUSSELL
 GA3271  USGS QUAD   -  LEBANON (1991)
 GA3271
 GA3271                         *CURRENT SURVEY CONTROL
 GA3271  ___________________________________________________________________
 GA3271* NAD 83(1993)-  36 54 29.82590(N)    082 02 32.24982(W)     ADJUSTED  
 GA3271* NAVD 88     -       599.30   (meters)    1966.2    (feet)  RESET     
 GA3271  ___________________________________________________________________
 GA3271  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GA3271  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3271
 GA3271  HORZ ORDER  -  SECOND
 GA3271  VERT ORDER  -  THIRD
 GA3271
 GA3271.The horizontal coordinates were established by classical geodetic methods
 GA3271.and adjusted by the National Geodetic Survey in December 1995..
 GA3271
 GA3271.The orthometric height was computed from unverified reset data.
 GA3271.No vertical observational check was made to the station.
 GA3271
 GA3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3271
 GA3271.The geoid height was determined by GEOID03.
 GA3271
 GA3271;                    North         East     Units Scale Factor Converg.
 GA3271;SPC VA S     - 1,069,726.714 3,184,397.636   MT  0.99997731   -2 08 59.7
 GA3271;SPC VA S     - 3,509,595.06 10,447,477.91   sFT  0.99997731   -2 08 59.7
 GA3271;UTM  17      - 4,085,205.419   407,148.283   MT  0.99970621   -0 37 33.5
 GA3271
 GA3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3271!SPC VA S     -   0.99991078  x   0.99997731  =   0.99988809
 GA3271!UTM  17      -   0.99991078  x   0.99970621  =   0.99961702
 GA3271
 GA3271|---------------------------------------------------------------------|
 GA3271| PID    Reference Object                     Distance      Geod. Az  |
 GA3271|                                                           dddmmss.s |
 GA3271| GA0351 ALEX AZ MK                           38.426 METERS 07432     |
 GA3271| GA3333 ALEX                                APPROX. 1.5 KM 0954818.5 |
 GA3271|---------------------------------------------------------------------|
 GA3271
 GA3271                          SUPERSEDED SURVEY CONTROL
 GA3271
 GA3271  NAD 83(1993)-  36 54 29.82390(N)    082 02 32.25104(W) AD(       ) 2
 GA3271  NAD 83(1986)-  36 54 29.84124(N)    082 02 32.25195(W) AD(       ) 2
 GA3271  NAD 27      -  36 54 29.44923(N)    082 02 32.79132(W) AD(       ) 2
 GA3271  NGVD 29 (03/21/06)  599.42   (m)         1966.6    (f) RESET       3  
 GA3271
 GA3271.Superseded values are not recommended for survey control.
 GA3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3271.See file dsdata.txt to determine how the superseded data were derived.
 GA3271
 GA3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0714885205(NAD 83)
 GA3271_MARKER: DZ = AZIMUTH MARK DISK
 GA3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3271_STAMPING: ALEX 1963 AZ 2 1975
 GA3271_PROJECTION: FLUSH
 GA3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3271+STABILITY: SURFACE MOTION
 GA3271
 GA3271  HISTORY     - Date     Condition        Report By
 GA3271  HISTORY     - 1975     MONUMENTED       NGS
 GA3271
 GA3271                          STATION DESCRIPTION
 GA3271
 GA3271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GA3271'2.2 MI NE FROM LEBANON.
 GA3271'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 GA3271'IN LEBANON, ACROSS THE HIGHWAY FROM A CEMETARY, 74 FEET WEST OF
 GA3271'THE CENTERLINE OF A DRIVEWAY, 67 FEET EAST OF UTILITY POLE NUMBER
 GA3271'683 1501, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 8
 GA3271'FEET SOUTH OF A CABLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4754 ***********************************************************************
 HV4754  DESIGNATION -  ALEXANDRIA ASSEMBLY OF GOD CH
 HV4754  PID         -  HV4754
 HV4754  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4754  USGS QUAD   -  ALEXANDRIA (1994)
 HV4754
 HV4754                         *CURRENT SURVEY CONTROL
 HV4754  ___________________________________________________________________
 HV4754* NAD 83(1993)-  38 49 18.95776(N)    077 04 20.04056(W)     ADJUSTED  
 HV4754* NAVD 88     -                                                        
 HV4754  ___________________________________________________________________
 HV4754  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HV4754  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV4754
 HV4754  HORZ ORDER  -  THIRD
 HV4754
 HV4754.The horizontal coordinates were established by classical geodetic methods
 HV4754.and adjusted by the National Geodetic Survey in November 1994..
 HV4754
 HV4754
 HV4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4754
 HV4754.The geoid height was determined by GEOID03.
 HV4754
 HV4754;                    North         East     Units Scale Factor Converg.
 HV4754;SPC VA N     - 2,129,198.184 3,623,981.076   MT  0.99995473   +0 53 27.9
 HV4754;SPC VA N     - 6,985,544.38 11,889,677.91   sFT  0.99995473   +0 53 27.9
 HV4754;SPC MD       -   128,241.746   393,727.332   MT  0.99995029   -0 02 43.2
 HV4754;SPC MD       -   420,739.80  1,291,753.76   sFT  0.99995029   -0 02 43.2
 HV4754;UTM  18      - 4,299,056.483   320,104.295   MT  0.99999852   -1 17 58.0
 HV4754
 HV4754                          SUPERSEDED SURVEY CONTROL
 HV4754
 HV4754  NAD 83(1993)-  38 49 18.95626(N)    077 04 20.04264(W) AD(       ) 4
 HV4754  NAD 83(1986)-  38 49 18.95694(N)    077 04 20.05321(W) AD(       ) 4
 HV4754  NAD 27      -  38 49 18.55156(N)    077 04 21.13009(W) AD(       ) 3
 HV4754
 HV4754.Superseded values are not recommended for survey control.
 HV4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4754.See file dsdata.txt to determine how the superseded data were derived.
 HV4754
 HV4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2010499056(NAD 83)
 HV4754_MARKER: 91 = CHURCH CROSS
 HV4754
 HV4754  HISTORY     - Date     Condition        Report By
 HV4754  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4754  HISTORY     - 19960913 GOOD             USPSQD
 HV4754  HISTORY     - 20050109 GOOD             GEOCAC
 HV4754
 HV4754                          STATION DESCRIPTION
 HV4754
 HV4754'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4754'THE STATION IS THE TOP CENTER OF THE GRAY CROSS ON A CHARCOAL
 HV4754'GRAY SPIRE OF THE FIRST ASSEMBLY OF GOD CHURCH.  THE STATION IS
 HV4754'ABOUT 125 FEET ABOVE THE GROUND.
 HV4754'
 HV4754'THE STATION IS LOCATED AT 700 BRADDOCK ROAD IN ALEXANDRIA.
 HV4754
 HV4754                          STATION RECOVERY (1996)
 HV4754
 HV4754'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4754'RECOVERED IN GOOD CONDITION.
 HV4754
 HV4754                          STATION RECOVERY (2005)
 HV4754
 HV4754'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV4754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4541 ***********************************************************************
 HV4541  DESIGNATION -  ALEXANDRIA BRICK STACK
 HV4541  PID         -  HV4541
 HV4541  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4541  USGS QUAD   -  ALEXANDRIA (1994)
 HV4541
 HV4541                         *CURRENT SURVEY CONTROL
 HV4541  ___________________________________________________________________
 HV4541* NAD 83(1993)-  38 47 50.76995(N)    077 03 22.60264(W)     ADJUSTED  
 HV4541* NAVD 88     -                                                        
 HV4541  ___________________________________________________________________
 HV4541  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 HV4541  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4541
 HV4541  HORZ ORDER  -  THIRD
 HV4541
 HV4541.The horizontal coordinates were established by classical geodetic methods
 HV4541.and adjusted by the National Geodetic Survey in November 1994..
 HV4541
 HV4541
 HV4541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4541
 HV4541.The geoid height was determined by GEOID03.
 HV4541
 HV4541;                    North         East     Units Scale Factor Converg.
 HV4541;SPC VA N     - 2,126,500.899 3,625,409.187   MT  0.99995330   +0 54 03.8
 HV4541;SPC VA N     - 6,976,695.03 11,894,363.31   sFT  0.99995330   +0 54 03.8
 HV4541;SPC MD       -   125,521.491   395,111.166   MT  0.99995078   -0 02 07.2
 HV4541;SPC MD       -   411,815.09  1,296,293.88   sFT  0.99995078   -0 02 07.2
 HV4541;UTM  18      - 4,296,306.476   321,428.337   MT  0.99999268   -1 17 19.5
 HV4541
 HV4541                          SUPERSEDED SURVEY CONTROL
 HV4541
 HV4541  NAD 83(1993)-  38 47 50.76823(N)    077 03 22.60412(W) AD(       ) 4
 HV4541  NAD 83(1986)-  38 47 50.76975(N)    077 03 22.61691(W) AD(       ) 4
 HV4541  NAD 27      -  38 47 50.68100(N)    077 03 23.98700(W) AD(       ) 3
 HV4541
 HV4541.Superseded values are not recommended for survey control.
 HV4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4541.See file dsdata.txt to determine how the superseded data were derived.
 HV4541
 HV4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2142896306(NAD 83)
 HV4541_MARKER: 63 = STACK
 HV4541
 HV4541  HISTORY     - Date     Condition        Report By
 HV4541  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV4541  HISTORY     - 20041120 GOOD             GEOCAC
 HV4541
 HV4541                          STATION DESCRIPTION
 HV4541
 HV4541'DESCRIBED BY GEOCACHING 2004 (APC)
 HV4541'STATION IS LOCATED AT MUNICIPAL FACILITY AT 801 PAYNE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4542 ***********************************************************************
 HV4542  DESIGNATION -  ALEXANDRIA CAMERON STA TANK
 HV4542  PID         -  HV4542
 HV4542  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4542  USGS QUAD   -  ALEXANDRIA (1994)
 HV4542
 HV4542                         *CURRENT SURVEY CONTROL
 HV4542  ___________________________________________________________________
 HV4542* NAD 83(1993)-  38 48 23.44966(N)    077 07 15.32066(W)     ADJUSTED  
 HV4542* NAVD 88     -                                                        
 HV4542  ___________________________________________________________________
 HV4542  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 HV4542  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV4542
 HV4542  HORZ ORDER  -  THIRD
 HV4542
 HV4542.The horizontal coordinates were established by classical geodetic methods
 HV4542.and adjusted by the National Geodetic Survey in November 1994..
 HV4542
 HV4542
 HV4542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4542
 HV4542.The geoid height was determined by GEOID03.
 HV4542
 HV4542;                    North         East     Units Scale Factor Converg.
 HV4542;SPC VA N     - 2,127,422.138 3,619,779.176   MT  0.99995381   +0 51 38.5
 HV4542;SPC VA N     - 6,979,717.46 11,875,892.18   sFT  0.99995381   +0 51 38.5
 HV4542;UTM  18      - 4,297,442.245   315,837.354   MT  1.00001766   -1 19 46.3
 HV4542
 HV4542                          SUPERSEDED SURVEY CONTROL
 HV4542
 HV4542  NAD 83(1993)-  38 48 23.44811(N)    077 07 15.32328(W) AD(       ) 4
 HV4542  NAD 83(1986)-  38 48 23.44832(N)    077 07 15.33347(W) AD(       ) 4
 HV4542  NAD 27      -  38 48 23.04183(N)    077 07 16.40572(W) AD(       ) 3
 HV4542
 HV4542.Superseded values are not recommended for survey control.
 HV4542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4542.See file dsdata.txt to determine how the superseded data were derived.
 HV4542
 HV4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1583797442(NAD 83)
 HV4542_MARKER: 53 = ELEVATED TANK
 HV4542
 HV4542  HISTORY     - Date     Condition        Report By
 HV4542  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4542  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4542
 HV4542                          STATION DESCRIPTION
 HV4542
 HV4542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4542'THE STATION IS THE BALL AT THE TOP AND CENTER OF THE ELEVATED
 HV4542'WATER TANK AT GARRISON CAMERON STATION WHICH IS ABOUT 2.5
 HV4542'MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 241 AND 236 ON THE
 HV4542'SOUTH SIDE OF STATE HIGHWAY 236, AND ABOUT 0.4 MILE WEST OF DUKE
 HV4542'STREET AND JORDAN STREET.  THE STRUCTURE IS A METAL TANK
 HV4542'SUPPORTED BY 8 LEGS AND IS ABOUT 100 FEET HIGH.  THE TANK IS
 HV4542'CHECKERED SQUARES OF ALTERNATE COLORS ORANGE AND WHITE.
 HV4542
 HV4542                          STATION RECOVERY (1996)
 HV4542
 HV4542'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4543 ***********************************************************************
 HV4543  DESIGNATION -  ALEXANDRIA CHRIST CHURCH
 HV4543  PID         -  HV4543
 HV4543  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4543  USGS QUAD   -  ALEXANDRIA (1994)
 HV4543
 HV4543                         *CURRENT SURVEY CONTROL
 HV4543  ___________________________________________________________________
 HV4543* NAD 83(1993)-  38 48 22.71976(N)    077 02 51.43984(W)     ADJUSTED  
 HV4543* NAVD 88     -                                                        
 HV4543  ___________________________________________________________________
 HV4543  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HV4543  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4543
 HV4543  HORZ ORDER  -  THIRD
 HV4543
 HV4543.The horizontal coordinates were established by classical geodetic methods
 HV4543.and adjusted by the National Geodetic Survey in November 1994..
 HV4543
 HV4543
 HV4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4543
 HV4543.The geoid height was determined by GEOID03.
 HV4543
 HV4543;                    North         East     Units Scale Factor Converg.
 HV4543;SPC VA N     - 2,127,497.813 3,626,145.473   MT  0.99995380   +0 54 23.2
 HV4543;SPC VA N     - 6,979,965.74 11,896,778.94   sFT  0.99995380   +0 54 23.2
 HV4543;UTM  18      - 4,297,274.564   322,202.209   MT  0.99998928   -1 17 00.8
 HV4543
 HV4543                          SUPERSEDED SURVEY CONTROL
 HV4543
 HV4543  NAD 83(1993)-  38 48 22.71834(N)    077 02 51.44160(W) AD(       ) 4
 HV4543  NAD 83(1986)-  38 48 22.71835(N)    077 02 51.45301(W) AD(       ) 4
 HV4543  NAD 27      -  38 48 22.31160(N)    077 02 52.53286(W) AD(       ) 3
 HV4543
 HV4543.Superseded values are not recommended for survey control.
 HV4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4543.See file dsdata.txt to determine how the superseded data were derived.
 HV4543
 HV4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2220297275(NAD 83)
 HV4543_MARKER: 86 = CUPOLA
 HV4543
 HV4543  HISTORY     - Date     Condition        Report By
 HV4543  HISTORY     - 1863     FIRST OBSERVED   CGS
 HV4543  HISTORY     - 1946     GOOD             CGS
 HV4543  HISTORY     - 1970     GOOD             NGS
 HV4543  HISTORY     - 19960913 GOOD             USPSQD
 HV4543  HISTORY     - 20040219 GOOD             GEOCAC
 HV4543  HISTORY     - 20060412 GOOD             GEOCAC
 HV4543
 HV4543                          STATION DESCRIPTION
 HV4543
 HV4543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4543'THE STATION IS THE CUPOLA ON TOP OF CHRIST CHURCH LOCATED AT
 HV4543'THE SE CORNER OF NORTH COLUMBUS STREET AND CAMERON STREET.
 HV4543'THIS CHURCH WAS BUILT IN 1818 AND RECORDS IN CHURCH OFFICE
 HV4543'INDICATE THAT THERE HAS BEEN NO CHANGE IN CUPOLA.
 HV4543
 HV4543                          STATION RECOVERY (1970)
 HV4543
 HV4543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ)
 HV4543'THE STATION IS THE CENTER OF THE TOP OF THE BALL ABOVE THE DOME OF
 HV4543'THE ALEXANDRIA CHRIST CHURCH.  THE BALL HAS A WEATHER VANE ON IT AND
 HV4543'THE STATION IS ABOUT 80 FEET ABOUT THE GROUND.
 HV4543'
 HV4543'THE STATION IS LOCATED AT THE INTERSECTION OF NORTH CAMERON STREET
 HV4543'AND NORTH COLUMBUS STREET IN ALEXANDRIA.
 HV4543
 HV4543                          STATION RECOVERY (1996)
 HV4543
 HV4543'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4543'RECOVERED IN GOOD CONDITION.
 HV4543
 HV4543                          STATION RECOVERY (2004)
 HV4543
 HV4543'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4543'RECOVERED IN GOOD CONDITION.
 HV4543
 HV4543                          STATION RECOVERY (2006)
 HV4543
 HV4543'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HV4543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4544 ***********************************************************************
 HV4544  DESIGNATION -  ALEXANDRIA CITY HALL GOLD BALL
 HV4544  PID         -  HV4544
 HV4544  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4544  USGS QUAD   -  ALEXANDRIA (1994)
 HV4544
 HV4544                         *CURRENT SURVEY CONTROL
 HV4544  ___________________________________________________________________
 HV4544* NAD 83(1993)-  38 48 19.66292(N)    077 02 35.83965(W)     ADJUSTED  
 HV4544* NAVD 88     -                                                        
 HV4544  ___________________________________________________________________
 HV4544  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 HV4544  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV4544
 HV4544  HORZ ORDER  -  THIRD
 HV4544
 HV4544.The horizontal coordinates were established by classical geodetic methods
 HV4544.and adjusted by the National Geodetic Survey in November 1994..
 HV4544
 HV4544
 HV4544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4544
 HV4544.The geoid height was determined by GEOID03.
 HV4544
 HV4544;                    North         East     Units Scale Factor Converg.
 HV4544;SPC VA N     - 2,127,409.530 3,626,523.311   MT  0.99995375   +0 54 33.0
 HV4544;SPC VA N     - 6,979,676.10 11,898,018.56   sFT  0.99995375   +0 54 33.0
 HV4544;UTM  18      - 4,297,171.904   322,576.410   MT  0.99998765   -1 16 50.9
 HV4544
 HV4544                          SUPERSEDED SURVEY CONTROL
 HV4544
 HV4544  NAD 83(1993)-  38 48 19.66140(N)    077 02 35.84134(W) AD(       ) 4
 HV4544  NAD 83(1986)-  38 48 19.66133(N)    077 02 35.85276(W) AD(       ) 4
 HV4544  NAD 27      -  38 48 19.25537(N)    077 02 36.93172(W) AD(       ) 3
 HV4544
 HV4544.Superseded values are not recommended for survey control.
 HV4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4544.See file dsdata.txt to determine how the superseded data were derived.
 HV4544
 HV4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2257697172(NAD 83)
 HV4544
 HV4544  HISTORY     - Date     Condition        Report By
 HV4544  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4544  HISTORY     - 1938     GOOD             CGS
 HV4544  HISTORY     - 1946     GOOD             CGS
 HV4544  HISTORY     - 1965     GOOD             CGS
 HV4544  HISTORY     - 1970     GOOD             NGS
 HV4544  HISTORY     - 1974     GOOD             NGS
 HV4544  HISTORY     - 19960913 GOOD             USPSQD
 HV4544  HISTORY     - 20040219 GOOD             GEOCAC
 HV4544  HISTORY     - 20060412 GOOD             GEOCAC
 HV4544
 HV4544                          STATION DESCRIPTION
 HV4544
 HV4544'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4544'NO PREVIOUS DESCRIPTION OF STATION.  STATION RECOVERED.
 HV4544
 HV4544                          STATION RECOVERY (1946)
 HV4544
 HV4544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4544'STATION RECOVERED.  NO CHANGES IN BUILDING SINCE STATION WAS
 HV4544'ESTABLISHED.
 HV4544
 HV4544                          STATION RECOVERY (1965)
 HV4544
 HV4544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV4544'NO DESCRIPTION AVAILABLE BUT STATION RECOVERED.
 HV4544
 HV4544                          STATION RECOVERY (1970)
 HV4544
 HV4544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ)
 HV4544'THE STATION IS THE TOP CENTER OF THE GOLD BALL ON THE DARK SHINGLE
 HV4544'STEEPLE OF ALEXANDRIA CITY HALL.  THE STEEPLE IS PRESENTLY TRIMMED
 HV4544'IN GREEN AND THE GOLD BALL HAS A WEATHER VAN ON IT.  THE STATION IS
 HV4544'ABOUT 121 FEET ABOVE THE GROUND.
 HV4544'
 HV4544'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 HV4544'ROYAL AND CAMERON STREETS IN ALEXANDRIA.
 HV4544
 HV4544                          STATION RECOVERY (1974)
 HV4544
 HV4544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4544'STATION RECOVERED AS DESCRIBED.
 HV4544
 HV4544                          STATION RECOVERY (1996)
 HV4544
 HV4544'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4544'RECOVERED IN GOOD CONDITION.
 HV4544
 HV4544                          STATION RECOVERY (2004)
 HV4544
 HV4544'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4544'RECOVERED IN GOOD CONDITION.
 HV4544
 HV4544                          STATION RECOVERY (2006)
 HV4544
 HV4544'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HV4544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4545 ***********************************************************************
 HV4545  DESIGNATION -  ALEXANDRIA DANGERFIELD IS TWR
 HV4545  PID         -  HV4545
 HV4545  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4545  USGS QUAD   -  ALEXANDRIA (1994)
 HV4545
 HV4545                         *CURRENT SURVEY CONTROL
 HV4545  ___________________________________________________________________
 HV4545* NAD 83(1993)-  38 49 46.40505(N)    077 02 25.28378(W)     ADJUSTED  
 HV4545* NAVD 88     -                                                        
 HV4545  ___________________________________________________________________
 HV4545  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 HV4545  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV4545
 HV4545  HORZ ORDER  -  THIRD
 HV4545
 HV4545.The horizontal coordinates were established by classical geodetic methods
 HV4545.and adjusted by the National Geodetic Survey in November 1994..
 HV4545
 HV4545
 HV4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4545
 HV4545.The geoid height was determined by GEOID03.
 HV4545
 HV4545;                    North         East     Units Scale Factor Converg.
 HV4545;SPC VA N     - 2,130,087.954 3,626,735.440   MT  0.99995521   +0 54 39.6
 HV4545;SPC VA N     - 6,988,463.56 11,898,714.52   sFT  0.99995521   +0 54 39.6
 HV4545;SPC MD       -   129,086.381   396,495.855   MT  0.99995017   -0 01 31.2
 HV4545;SPC MD       -   423,510.90  1,300,836.82   sFT  0.99995017   -0 01 31.2
 HV4545;UTM  18      - 4,299,840.350   322,890.761   MT  0.99998627   -1 16 46.7
 HV4545
 HV4545                          SUPERSEDED SURVEY CONTROL
 HV4545
 HV4545  NAD 83(1993)-  38 49 46.40345(N)    077 02 25.28522(W) AD(       ) 4
 HV4545  NAD 83(1986)-  38 49 46.40348(N)    077 02 25.29654(W) AD(       ) 4
 HV4545  NAD 27      -  38 49 45.99900(N)    077 02 26.37600(W) AD(       ) 3
 HV4545
 HV4545.Superseded values are not recommended for survey control.
 HV4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4545.See file dsdata.txt to determine how the superseded data were derived.
 HV4545
 HV4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2289199840(NAD 83)
 HV4545_MARKER: 43 = RADIO/TV TOWER
 HV4545
 HV4545  HISTORY     - Date     Condition        Report By
 HV4545  HISTORY     - 1946     FIRST OBSERVED   CGS
 HV4545  HISTORY     - 1948     GOOD             CGS
 HV4545  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4545
 HV4545                          STATION DESCRIPTION
 HV4545
 HV4545'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV4545'THE OBJECT OBSERVED IS THE CENTER OF RADIO ANTENNA OF 5.  THE
 HV4545'STATION IS LOCATED 1.7 MILES N OF THE POST OFFICE IN ALEXANDRIA
 HV4545'AND 0.15 MILE E OF MEMORIAL HIGHWAY.  THE STATION IS ON DANGERFIELD
 HV4545'ISLAND AND IS C.A.A. RADIO RANGE TOWER ABOUT 110 FEET TALL.
 HV4545
 HV4545                          STATION RECOVERY (1948)
 HV4545
 HV4545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV4545'STATION RECOVERED IN GOOD CONDITION.  THE 1946 DESCRIPTION IS
 HV4545'ADEQUATE.
 HV4545
 HV4545                          STATION RECOVERY (1996)
 HV4545
 HV4545'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4747 ***********************************************************************
 HV4747  DESIGNATION -  ALEXANDRIA DEL RAY BAP CH
 HV4747  PID         -  HV4747
 HV4747  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4747  USGS QUAD   -  ALEXANDRIA (1994)
 HV4747
 HV4747                         *CURRENT SURVEY CONTROL
 HV4747  ___________________________________________________________________
 HV4747* NAD 83(1993)-  38 49 40.01636(N)    077 03 55.34670(W)     ADJUSTED  
 HV4747* NAVD 88     -                                                        
 HV4747  ___________________________________________________________________
 HV4747  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 HV4747  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV4747
 HV4747  HORZ ORDER  -  THIRD
 HV4747
 HV4747.The horizontal coordinates were established by classical geodetic methods
 HV4747.and adjusted by the National Geodetic Survey in November 1994..
 HV4747
 HV4747
 HV4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4747
 HV4747.The geoid height was determined by GEOID03.
 HV4747
 HV4747;                    North         East     Units Scale Factor Converg.
 HV4747;SPC VA N     - 2,129,856.739 3,624,566.522   MT  0.99995510   +0 53 43.4
 HV4747;SPC VA N     - 6,987,704.98 11,891,598.66   sFT  0.99995510   +0 53 43.4
 HV4747;UTM  18      - 4,299,692.206   320,714.511   MT  0.99999582   -1 17 43.1
 HV4747
 HV4747                          SUPERSEDED SURVEY CONTROL
 HV4747
 HV4747  NAD 83(1993)-  38 49 40.01502(N)    077 03 55.34873(W) AD(       ) 4
 HV4747  NAD 83(1986)-  38 49 40.01487(N)    077 03 55.35952(W) AD(       ) 4
 HV4747  NAD 27      -  38 49 39.61014(N)    077 03 56.43699(W) AD(       ) 3
 HV4747
 HV4747.Superseded values are not recommended for survey control.
 HV4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4747.See file dsdata.txt to determine how the superseded data were derived.
 HV4747
 HV4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2071599692(NAD 83)
 HV4747_MARKER: 91 = CHURCH CROSS
 HV4747
 HV4747  HISTORY     - Date     Condition        Report By
 HV4747  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4747  HISTORY     - 19960913 GOOD             USPSQD
 HV4747  HISTORY     - 20030630 GOOD             GEOCAC
 HV4747
 HV4747                          STATION DESCRIPTION
 HV4747
 HV4747'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4747'THE STATION IS THE CENTER OF THE TOP OF THE GREY METALLIC CROSS
 HV4747'WITH CONCENTRIC RINGS.  THE CROSS IS ON TOP OF THE CHARCOAL GREY
 HV4747'SPIRE OF THE DEL RAY BAPTIST CHURCH.
 HV4747'
 HV4747'THE STATION IS ABOUT 135 FEET ABOVE THE GROUND.
 HV4747'
 HV4747'THE STATION IS LOCATED AT 2405 RUSSELL ROAD IN ALEXANDRIA.
 HV4747
 HV4747                          STATION RECOVERY (1996)
 HV4747
 HV4747'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4747'RECOVERED IN GOOD CONDITION.
 HV4747
 HV4747                          STATION RECOVERY (2003)
 HV4747
 HV4747'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4546 ***********************************************************************
 HV4546  DESIGNATION -  ALEXANDRIA EASTERLY TWIN STKS
 HV4546  PID         -  HV4546
 HV4546  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4546  USGS QUAD   -  ALEXANDRIA (1994)
 HV4546
 HV4546                         *CURRENT SURVEY CONTROL
 HV4546  ___________________________________________________________________
 HV4546* NAD 83(1993)-  38 47 49.07823(N)    077 02 28.53500(W)     ADJUSTED  
 HV4546* NAVD 88     -                                                        
 HV4546  ___________________________________________________________________
 HV4546  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV4546  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV4546
 HV4546  HORZ ORDER  -  THIRD
 HV4546
 HV4546.The horizontal coordinates were established by classical geodetic methods
 HV4546.and adjusted by the National Geodetic Survey in November 1994..
 HV4546
 HV4546
 HV4546.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4546
 HV4546.The geoid height was determined by GEOID03.
 HV4546
 HV4546;                    North         East     Units Scale Factor Converg.
 HV4546;SPC VA N     - 2,126,469.364 3,626,714.517   MT  0.99995328   +0 54 37.5
 HV4546;SPC VA N     - 6,976,591.57 11,898,645.88   sFT  0.99995328   +0 54 37.5
 HV4546;SPC MD       -   125,468.630   396,415.803   MT  0.99995079   -0 01 33.2
 HV4546;SPC MD       -   411,641.66  1,300,574.18   sFT  0.99995079   -0 01 33.2
 HV4546;UTM  18      - 4,296,225.086   322,731.557   MT  0.99998697   -1 16 45.5
 HV4546
 HV4546                          SUPERSEDED SURVEY CONTROL
 HV4546
 HV4546  NAD 83(1993)-  38 47 49.07625(N)    077 02 28.53641(W) AD(       ) 4
 HV4546  NAD 83(1986)-  38 47 49.08071(N)    077 02 28.55005(W) AD(       ) 4
 HV4546  NAD 27      -  38 47 48.65100(N)    077 02 29.63900(W) AD(       ) 3
 HV4546
 HV4546.Superseded values are not recommended for survey control.
 HV4546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4546.See file dsdata.txt to determine how the superseded data were derived.
 HV4546
 HV4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2273296225(NAD 83)
 HV4546_MARKER: 63 = STACK
 HV4546
 HV4546  HISTORY     - Date     Condition        Report By
 HV4546  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4546
 HV4546                          STATION DESCRIPTION
 HV4546
 HV4546'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4608 ***********************************************************************
 HV4608  DESIGNATION -  ALEXANDRIA EPIS THEO SEM SPIRE
 HV4608  PID         -  HV4608
 HV4608  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4608  USGS QUAD   -  ALEXANDRIA (1994)
 HV4608
 HV4608                         *CURRENT SURVEY CONTROL
 HV4608  ___________________________________________________________________
 HV4608* NAD 83(1993)-  38 49 13.60458(N)    077 05 30.42609(W)     ADJUSTED  
 HV4608* NAVD 88     -                                                        
 HV4608  ___________________________________________________________________
 HV4608  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 HV4608  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV4608
 HV4608  HORZ ORDER  -  THIRD
 HV4608
 HV4608.The horizontal coordinates were established by classical geodetic methods
 HV4608.and adjusted by the National Geodetic Survey in November 1994..
 HV4608
 HV4608
 HV4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4608
 HV4608.The geoid height was determined by GEOID03.
 HV4608
 HV4608;                    North         East     Units Scale Factor Converg.
 HV4608;SPC VA N     - 2,129,006.913 3,622,285.971   MT  0.99995464   +0 52 44.0
 HV4608;SPC VA N     - 6,984,916.85 11,884,116.56   sFT  0.99995464   +0 52 44.0
 HV4608;SPC MD       -   128,078.205   392,029.334   MT  0.99995031   -0 03 27.4
 HV4608;SPC MD       -   420,203.24  1,286,182.91   sFT  0.99995031   -0 03 27.4
 HV4608;UTM  18      - 4,298,930.137   318,403.037   MT  1.00000610   -1 18 42.0
 HV4608
 HV4608                          SUPERSEDED SURVEY CONTROL
 HV4608
 HV4608  NAD 83(1993)-  38 49 13.60307(N)    077 05 30.42805(W) AD(       ) 4
 HV4608  NAD 83(1986)-  38 49 13.60327(N)    077 05 30.43863(W) AD(       ) 4
 HV4608  NAD 27      -  38 49 13.19647(N)    077 05 31.51487(W) AD(       ) 3
 HV4608
 HV4608.Superseded values are not recommended for survey control.
 HV4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4608.See file dsdata.txt to determine how the superseded data were derived.
 HV4608
 HV4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1840398930(NAD 83)
 HV4608_MARKER: 89 = SPIRE
 HV4608
 HV4608  HISTORY     - Date     Condition        Report By
 HV4608  HISTORY     - 1869     FIRST OBSERVED   CGS
 HV4608  HISTORY     - 1938     GOOD             CGS
 HV4608  HISTORY     - 1969     GOOD             CGS
 HV4608  HISTORY     - 19960913 GOOD             USPSQD
 HV4608  HISTORY     - 20041120 GOOD             GEOCAC
 HV4608
 HV4608                          STATION DESCRIPTION
 HV4608
 HV4608'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4608'STATION NOT PREVIOUSLY DESCRIBED.  STATION RECOVERED.  A
 HV4608'SLENDER SPIRE ABOUT 200 FEET HIGH RISING FROM THE CENTER
 HV4608'OF THE CENTER ONE OF THREE OLD BUILDINGS GROUPED TOGETHER
 HV4608'AT THE EPISCOPAL THEOLOGICAL SEMINARY.
 HV4608
 HV4608                          STATION RECOVERY (1969)
 HV4608
 HV4608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4608'THE STATION IS THE CENTER OF THE TOP OF THE WHITE CROSS ABOVE A DOME
 HV4608'ON THE ADMINISTRATION BUILDING OF THE EPISCOPAL THEOLOGICAL SEMINARY
 HV4608'IN VIRGINIA.
 HV4608'
 HV4608'THE STATION IS ABOUT 117 FEET ABOVE THE GROUND.
 HV4608'
 HV4608'TO REACH THE STATION FROM JANNYS LANE AND QUAKER LANE IN ALEXANDRIA,
 HV4608'GO NORTH ON QUAKER LANE FOR 0.15 TO A DRIVEWAY ON THE LEFT.  TURN
 HV4608'LEFT AND GO WEST ON THE DRIVEWAY FOR 0.15 MILE TO THE STATION ON THE
 HV4608'ADMINISTRATION BUILDING.
 HV4608
 HV4608                          STATION RECOVERY (1996)
 HV4608
 HV4608'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4608'RECOVERED IN GOOD CONDITION.
 HV4608
 HV4608                          STATION RECOVERY (2004)
 HV4608
 HV4608'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4608'SPIRE IS ATOP ASPENWALL HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4753 ***********************************************************************
 HV4753  DESIGNATION -  ALEXANDRIA FIRST BAP CH SPIRE
 HV4753  PID         -  HV4753
 HV4753  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4753  USGS QUAD   -  ALEXANDRIA (1994)
 HV4753
 HV4753                         *CURRENT SURVEY CONTROL
 HV4753  ___________________________________________________________________
 HV4753* NAD 83(1993)-  38 49 09.87270(N)    077 04 41.00782(W)     ADJUSTED  
 HV4753* NAVD 88     -                                                        
 HV4753  ___________________________________________________________________
 HV4753  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HV4753  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV4753
 HV4753  HORZ ORDER  -  THIRD
 HV4753
 HV4753.The horizontal coordinates were established by classical geodetic methods
 HV4753.and adjusted by the National Geodetic Survey in November 1994..
 HV4753
 HV4753
 HV4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4753
 HV4753.The geoid height was determined by GEOID03.
 HV4753
 HV4753;                    North         East     Units Scale Factor Converg.
 HV4753;SPC VA N     - 2,128,910.227 3,623,479.704   MT  0.99995458   +0 53 14.9
 HV4753;SPC VA N     - 6,984,599.64 11,888,033.00   sFT  0.99995458   +0 53 14.9
 HV4753;SPC MD       -   127,962.023   393,221.322   MT  0.99995033   -0 02 56.4
 HV4753;SPC MD       -   419,822.07  1,290,093.62   sFT  0.99995033   -0 02 56.4
 HV4753;UTM  18      - 4,298,787.888   319,592.260   MT  1.00000080   -1 18 10.9
 HV4753
 HV4753                          SUPERSEDED SURVEY CONTROL
 HV4753
 HV4753  NAD 83(1993)-  38 49 09.87129(N)    077 04 41.00987(W) AD(       ) 4
 HV4753  NAD 83(1986)-  38 49 09.87110(N)    077 04 41.02000(W) AD(       ) 4
 HV4753  NAD 27      -  38 49 09.46560(N)    077 04 42.09614(W) AD(       ) 3
 HV4753
 HV4753.Superseded values are not recommended for survey control.
 HV4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4753.See file dsdata.txt to determine how the superseded data were derived.
 HV4753
 HV4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1959298788(NAD 83)
 HV4753_MARKER: 91 = CHURCH CROSS
 HV4753
 HV4753  HISTORY     - Date     Condition        Report By
 HV4753  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4753  HISTORY     - 19960913 GOOD             USPSQD
 HV4753
 HV4753                          STATION DESCRIPTION
 HV4753
 HV4753'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4753'THE STATION IS THE ALEXANDRIA FIRST BAPTIST CHURCH SPIRE.  THE POINT
 HV4753'OBSERVED WAS THE CENTER OF THE TOP OF THE SILVER CROSS ABOVE THE
 HV4753'BUILDING OF THE FIRST BAPTIST CHURCH OF ALEXANDRIA.  THE STATION IS
 HV4753'ABOUT 175 FEET ABOVE THE GROUND.
 HV4753'
 HV4753'THE STATION IS LOCATED AT 2932 KING STREET IN ALEXANDRIA.
 HV4753
 HV4753                          STATION RECOVERY (1996)
 HV4753
 HV4753'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4742 ***********************************************************************
 HV4742  DESIGNATION -  ALEXANDRIA GSA CENTER TANK
 HV4742  PID         -  HV4742
 HV4742  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4742  USGS QUAD   -  ALEXANDRIA (1994)
 HV4742
 HV4742                         *CURRENT SURVEY CONTROL
 HV4742  ___________________________________________________________________
 HV4742* NAD 83(1993)-  38 47 48.64308(N)    077 02 29.06330(W)     ADJUSTED  
 HV4742* NAVD 88     -                                                        
 HV4742  ___________________________________________________________________
 HV4742  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV4742  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV4742
 HV4742  HORZ ORDER  -  THIRD
 HV4742
 HV4742.The horizontal coordinates were established by classical geodetic methods
 HV4742.and adjusted by the National Geodetic Survey in November 1994..
 HV4742
 HV4742
 HV4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4742
 HV4742.The geoid height was determined by GEOID03.
 HV4742
 HV4742;                    North         East     Units Scale Factor Converg.
 HV4742;SPC VA N     - 2,126,455.746 3,626,701.983   MT  0.99995327   +0 54 37.2
 HV4742;SPC VA N     - 6,976,546.89 11,898,604.76   sFT  0.99995327   +0 54 37.2
 HV4742;UTM  18      - 4,296,211.956   322,718.512   MT  0.99998703   -1 16 45.8
 HV4742
 HV4742                          SUPERSEDED SURVEY CONTROL
 HV4742
 HV4742  NAD 83(1993)-  38 47 48.64141(N)    077 02 29.06505(W) AD(       ) 4
 HV4742  NAD 83(1986)-  38 47 48.64130(N)    077 02 29.07649(W) AD(       ) 4
 HV4742  NAD 27      -  38 47 48.23059(N)    077 02 30.15828(W) AD(       ) 3
 HV4742
 HV4742.Superseded values are not recommended for survey control.
 HV4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4742.See file dsdata.txt to determine how the superseded data were derived.
 HV4742
 HV4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2271996212(NAD 83)
 HV4742_MARKER: 53 = ELEVATED TANK
 HV4742
 HV4742  HISTORY     - Date     Condition        Report By
 HV4742  HISTORY     - 1970     FIRST OBSERVED   NGS
 HV4742  HISTORY     - 1974     GOOD             NGS
 HV4742  HISTORY     - 19960913 GOOD             USPSQD
 HV4742
 HV4742                          STATION DESCRIPTION
 HV4742
 HV4742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBJ)
 HV4742'THE STATION IS THE CENTER OF THE TOP OF THE ALEXANDRIA GENERAL
 HV4742'SERVICES ADMINISTRATION FEDERAL RESERVE CENTER TANK.  IT IS A
 HV4742'HEMISHERICAL BOTTOM ELEVATED TANK.  THE STATION IS ABOUT 135 FEET
 HV4742'ABOVE THE GROUND.
 HV4742'
 HV4742'THE STATION IS LOCATED 0.05 MILE EAST OF THE INTERSECTION OF SOUTH
 HV4742'UNION STREET AND FRANKLIN STREET IN ALEXANDRIA.
 HV4742
 HV4742                          STATION RECOVERY (1974)
 HV4742
 HV4742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4742'STATION RECOVERED AS DESCRIBED.
 HV4742
 HV4742                          STATION RECOVERY (1996)
 HV4742
 HV4742'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4752 ***********************************************************************
 HV4752  DESIGNATION -  ALEXANDRIA METH CH SPIRE
 HV4752  PID         -  HV4752
 HV4752  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4752  USGS QUAD   -  ALEXANDRIA (1994)
 HV4752
 HV4752                         *CURRENT SURVEY CONTROL
 HV4752  ___________________________________________________________________
 HV4752* NAD 83(1993)-  38 49 57.68900(N)    077 05 43.81210(W)     ADJUSTED  
 HV4752* NAVD 88     -                                                        
 HV4752  ___________________________________________________________________
 HV4752  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HV4752  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV4752
 HV4752  HORZ ORDER  -  THIRD
 HV4752
 HV4752.The horizontal coordinates were established by classical geodetic methods
 HV4752.and adjusted by the National Geodetic Survey in November 1994..
 HV4752
 HV4752
 HV4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4752
 HV4752.The geoid height was determined by GEOID03.
 HV4752
 HV4752;                    North         East     Units Scale Factor Converg.
 HV4752;SPC VA N     - 2,130,361.165 3,621,942.309   MT  0.99995542   +0 52 35.7
 HV4752;SPC VA N     - 6,989,359.92 11,882,989.06   sFT  0.99995542   +0 52 35.7
 HV4752;UTM  18      - 4,300,296.607   318,111.379   MT  1.00000740   -1 18 51.6
 HV4752
 HV4752                          SUPERSEDED SURVEY CONTROL
 HV4752
 HV4752  NAD 83(1993)-  38 49 57.68766(N)    077 05 43.81419(W) AD(       ) 4
 HV4752  NAD 83(1986)-  38 49 57.68769(N)    077 05 43.82464(W) AD(       ) 4
 HV4752  NAD 27      -  38 49 57.28250(N)    077 05 44.89975(W) AD(       ) 3
 HV4752
 HV4752.Superseded values are not recommended for survey control.
 HV4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4752.See file dsdata.txt to determine how the superseded data were derived.
 HV4752
 HV4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1811100297(NAD 83)
 HV4752_MARKER: 91 = CHURCH CROSS
 HV4752
 HV4752  HISTORY     - Date     Condition        Report By
 HV4752  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4752  HISTORY     - 19960913 GOOD             USPSQD
 HV4752  HISTORY     - 20030630 GOOD             GEOCAC
 HV4752
 HV4752                          STATION DESCRIPTION
 HV4752
 HV4752'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4752'THE STATION IS THE CENTER OF THE TOP OF THE GREY CROSS OF THE
 HV4752'GREY SPIRE ON THE FAIRLINGTON UNITED METHODIST CHURCH.  THE STATION
 HV4752'IS ABOUT 97 FEET ABOVE THE GROUND.
 HV4752'
 HV4752'THE STATION IS LOCATED AT 3900 KING STREET IN ALEXANDRIA.
 HV4752
 HV4752                          STATION RECOVERY (1996)
 HV4752
 HV4752'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4752'RECOVERED IN GOOD CONDITION.
 HV4752
 HV4752                          STATION RECOVERY (2003)
 HV4752
 HV4752'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4750 ***********************************************************************
 HV4750  DESIGNATION -  ALEXANDRIA MUN STANDPIPE
 HV4750  PID         -  HV4750
 HV4750  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4750  USGS QUAD   -  ALEXANDRIA (1994)
 HV4750
 HV4750                         *CURRENT SURVEY CONTROL
 HV4750  ___________________________________________________________________
 HV4750* NAD 83(1993)-  38 49 37.92535(N)    077 04 22.21034(W)     ADJUSTED  
 HV4750* NAVD 88     -                                                        
 HV4750  ___________________________________________________________________
 HV4750  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV4750  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV4750
 HV4750  HORZ ORDER  -  THIRD
 HV4750
 HV4750.The horizontal coordinates were established by classical geodetic methods
 HV4750.and adjusted by the National Geodetic Survey in November 1994..
 HV4750
 HV4750
 HV4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4750
 HV4750.The geoid height was determined by GEOID03.
 HV4750
 HV4750;                    North         East     Units Scale Factor Converg.
 HV4750;SPC VA N     - 2,129,782.171 3,623,919.651   MT  0.99995506   +0 53 26.6
 HV4750;SPC VA N     - 6,987,460.34 11,889,476.39   sFT  0.99995506   +0 53 26.6
 HV4750;UTM  18      - 4,299,642.417   320,065.235   MT  0.99999870   -1 17 59.9
 HV4750
 HV4750                          SUPERSEDED SURVEY CONTROL
 HV4750
 HV4750  NAD 83(1993)-  38 49 37.92394(N)    077 04 22.21247(W) AD(       ) 4
 HV4750  NAD 83(1986)-  38 49 37.92396(N)    077 04 22.22305(W) AD(       ) 4
 HV4750  NAD 27      -  38 49 37.51907(N)    077 04 23.29968(W) AD(       ) 3
 HV4750
 HV4750.Superseded values are not recommended for survey control.
 HV4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4750.See file dsdata.txt to determine how the superseded data were derived.
 HV4750
 HV4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2006599642(NAD 83)
 HV4750_MARKER: 52 = STANDPIPE TANK
 HV4750
 HV4750  HISTORY     - Date     Condition        Report By
 HV4750  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4750  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4750
 HV4750                          STATION DESCRIPTION
 HV4750
 HV4750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4750'THE STATION IS THE TOP CENTER OF A GREEN STANDPIPE.  THE STANDPIPE
 HV4750'HAS AN ANTENNA AT THE TOP THAT IS IN THE CENTER OF THE STANDPIPE.
 HV4750'THE STANDPIPE IS ABOUT 80 FEET HIGH AND THE ANTENNA IS ABOUT 10
 HV4750'FEET TALL.
 HV4750'
 HV4750'THE STATION IS LOCATED IN THE 600 BLOCK OF VIRGINIA AVENUE AND IS
 HV4750'0.05 MILE EAST OF THE INTERSECTION OF VIRGINIA AVENUE AND
 HV4750'CAMERNON MILLS ROAD.
 HV4750'
 HV4750'ALEXANDRIA STANDPIPE IS IN THE SAME APPROXIMATE POSITION AS THE
 HV4750'STATION TANK BLACK SQUARE NW OF ALEXANDRIA 1928 WHICH HAS BEEN
 HV4750'DESTROYED.
 HV4750
 HV4750                          STATION RECOVERY (1996)
 HV4750
 HV4750'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4732 ***********************************************************************
 HV4732  DESIGNATION -  ALEXANDRIA MUN TANK
 HV4732  PID         -  HV4732
 HV4732  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4732  USGS QUAD   -  ALEXANDRIA (1994)
 HV4732
 HV4732                         *CURRENT SURVEY CONTROL
 HV4732  ___________________________________________________________________
 HV4732* NAD 83(1993)-  38 48 59.62109(N)    077 03 05.61354(W)     ADJUSTED  
 HV4732* NAVD 88     -                                                        
 HV4732  ___________________________________________________________________
 HV4732  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 HV4732  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV4732
 HV4732  HORZ ORDER  -  THIRD
 HV4732
 HV4732.The horizontal coordinates were established by classical geodetic methods
 HV4732.and adjusted by the National Geodetic Survey in November 1994..
 HV4732
 HV4732
 HV4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4732
 HV4732.The geoid height was determined by GEOID03.
 HV4732
 HV4732;                    North         East     Units Scale Factor Converg.
 HV4732;SPC VA N     - 2,128,630.130 3,625,785.591   MT  0.99995440   +0 54 14.4
 HV4732;SPC VA N     - 6,983,680.68 11,895,598.23   sFT  0.99995440   +0 54 14.4
 HV4732;UTM  18      - 4,298,419.848   321,885.851   MT  0.99999067   -1 17 10.7
 HV4732
 HV4732                          SUPERSEDED SURVEY CONTROL
 HV4732
 HV4732  NAD 83(1993)-  38 48 59.61964(N)    077 03 05.61549(W) AD(       ) 4
 HV4732  NAD 83(1986)-  38 48 59.61968(N)    077 03 05.62647(W) AD(       ) 4
 HV4732  NAD 27      -  38 48 59.21323(N)    077 03 06.70550(W) AD(       ) 3
 HV4732
 HV4732.Superseded values are not recommended for survey control.
 HV4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4732.See file dsdata.txt to determine how the superseded data were derived.
 HV4732
 HV4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2188698420(NAD 83)
 HV4732_MARKER: 53 = ELEVATED TANK
 HV4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4732+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV4732
 HV4732  HISTORY     - Date     Condition        Report By
 HV4732  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4732  HISTORY     - 1974     GOOD             NGS
 HV4732  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4732  HISTORY     - 20060112 GOOD             GEOCAC
 HV4732
 HV4732                          STATION DESCRIPTION
 HV4732
 HV4732'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4732'THE STATION IS THE CENTER OF THE TOP OF THE ALEXANDRIA MUNICIPAL
 HV4732'WATER TANK AND IS LOCATED ABOUT 0.05 MILE NORTH OF THE INTERSECTION
 HV4732'OF FIRST STREET AND N PAYNE STREET IN ALEXANDRIA.  IT IS A RADIAL
 HV4732'CONE BOTTOM TANK SUPPORTED BY 8 TUBULAR COLUMNS AND THE OVERALL
 HV4732'HEIGHT IS 123 FEET.
 HV4732
 HV4732                          STATION RECOVERY (1974)
 HV4732
 HV4732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4732'STATION RECOVERED AS DESCRIBED.
 HV4732
 HV4732                          STATION RECOVERY (1996)
 HV4732
 HV4732'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4732'MARK NOT FOUND.
 HV4732
 HV4732                          STATION RECOVERY (2006)
 HV4732
 HV4732'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV4732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4733 ***********************************************************************
 HV4733  DESIGNATION -  ALEXANDRIA NORTON AND CO TANK
 HV4733  PID         -  HV4733
 HV4733  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4733  USGS QUAD   -  ALEXANDRIA (1994)
 HV4733
 HV4733                         *CURRENT SURVEY CONTROL
 HV4733  ___________________________________________________________________
 HV4733* NAD 83(1993)-  38 48 45.44796(N)    077 02 20.74709(W)     ADJUSTED  
 HV4733* NAVD 88     -                                                        
 HV4733  ___________________________________________________________________
 HV4733  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 HV4733  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4733
 HV4733  HORZ ORDER  -  THIRD
 HV4733
 HV4733.The horizontal coordinates were established by classical geodetic methods
 HV4733.and adjusted by the National Geodetic Survey in November 1994..
 HV4733
 HV4733
 HV4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4733
 HV4733.The geoid height was determined by GEOID03.
 HV4733
 HV4733;                    North         East     Units Scale Factor Converg.
 HV4733;SPC VA N     - 2,128,210.303 3,626,874.759   MT  0.99995417   +0 54 42.4
 HV4733;SPC VA N     - 6,982,303.30 11,899,171.61   sFT  0.99995417   +0 54 42.4
 HV4733;UTM  18      - 4,297,958.687   322,958.215   MT  0.99998598   -1 16 42.2
 HV4733
 HV4733                          SUPERSEDED SURVEY CONTROL
 HV4733
 HV4733  NAD 83(1993)-  38 48 45.44646(N)    077 02 20.74896(W) AD(       ) 4
 HV4733  NAD 83(1986)-  38 48 45.44638(N)    077 02 20.75967(W) AD(       ) 4
 HV4733  NAD 27      -  38 48 45.03942(N)    077 02 21.83932(W) AD(       ) 3
 HV4733
 HV4733.Superseded values are not recommended for survey control.
 HV4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4733.See file dsdata.txt to determine how the superseded data were derived.
 HV4733
 HV4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2295897959(NAD 83)
 HV4733_MARKER: 53 = ELEVATED TANK
 HV4733
 HV4733  HISTORY     - Date     Condition        Report By
 HV4733  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4733  HISTORY     - 1974     GOOD             NGS
 HV4733  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4733
 HV4733                          STATION DESCRIPTION
 HV4733
 HV4733'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4733'THE STATION IS THE CENTER OF THE TOP OF THE NORTON AND COMPANY
 HV4733'WATER TANK AND IS LOCATED ABOUT 0.15 MILE EAST OF THE INTERSECTION
 HV4733'OF N FAIRFAX STREET AND MADISON STREET IN ALEXANDRIA.  IT IS A
 HV4733'HEMISPHERICAL BOTTOM TANK SUPPORTED BY 4 TUBULAR COLUMNS AND THE
 HV4733'OVERALL HEIGHT IS 125 FEET.
 HV4733
 HV4733                          STATION RECOVERY (1974)
 HV4733
 HV4733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWJ)
 HV4733'STATION RECOVERED AS DESCRIBED.
 HV4733
 HV4733                          STATION RECOVERY (1996)
 HV4733
 HV4733'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4745 ***********************************************************************
 HV4745  DESIGNATION -  ALEXANDRIA PRESB CH SPIRE
 HV4745  PID         -  HV4745
 HV4745  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4745  USGS QUAD   -  ALEXANDRIA (1994)
 HV4745
 HV4745                         *CURRENT SURVEY CONTROL
 HV4745  ___________________________________________________________________
 HV4745* NAD 83(1993)-  38 49 53.15793(N)    077 05 40.61812(W)     ADJUSTED  
 HV4745* NAVD 88     -                                                        
 HV4745  ___________________________________________________________________
 HV4745  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HV4745  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV4745
 HV4745  HORZ ORDER  -  THIRD
 HV4745
 HV4745.The horizontal coordinates were established by classical geodetic methods
 HV4745.and adjusted by the National Geodetic Survey in November 1994..
 HV4745
 HV4745
 HV4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4745
 HV4745.The geoid height was determined by GEOID03.
 HV4745
 HV4745;                    North         East     Units Scale Factor Converg.
 HV4745;SPC VA N     - 2,130,222.643 3,622,021.472   MT  0.99995534   +0 52 37.7
 HV4745;SPC VA N     - 6,988,905.45 11,883,248.78   sFT  0.99995534   +0 52 37.7
 HV4745;UTM  18      - 4,300,155.152   318,185.193   MT  1.00000707   -1 18 49.5
 HV4745
 HV4745                          SUPERSEDED SURVEY CONTROL
 HV4745
 HV4745  NAD 83(1993)-  38 49 53.15658(N)    077 05 40.62025(W) AD(       ) 4
 HV4745  NAD 83(1986)-  38 49 53.15661(N)    077 05 40.63051(W) AD(       ) 4
 HV4745  NAD 27      -  38 49 52.75149(N)    077 05 41.70607(W) AD(       ) 3
 HV4745
 HV4745.Superseded values are not recommended for survey control.
 HV4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4745.See file dsdata.txt to determine how the superseded data were derived.
 HV4745
 HV4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1818500155(NAD 83)
 HV4745_MARKER: 91 = CHURCH CROSS
 HV4745
 HV4745  HISTORY     - Date     Condition        Report By
 HV4745  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4745  HISTORY     - 19960913 GOOD             USPSQD
 HV4745  HISTORY     - 20030630 GOOD             GEOCAC
 HV4745
 HV4745                          STATION DESCRIPTION
 HV4745
 HV4745'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4745'THE STATION IS THE CENTER OF THE TOP OF THE GREY CROSS WITH A RING
 HV4745'ON IT ABOVE THE CHARCOAL GREY SPIRE OF THE ALEXANDRIA PRESBYTERIAN
 HV4745'CHURCH.  THE STATION IS ABOUT 97 FEET ABOVE THE GROUND.
 HV4745'
 HV4745'THE STATION IS LOCATED AT 3846 KING STREET IN ALEXANDRIA.
 HV4745
 HV4745                          STATION RECOVERY (1996)
 HV4745
 HV4745'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4745'RECOVERED IN GOOD CONDITION.
 HV4745
 HV4745                          STATION RECOVERY (2003)
 HV4745
 HV4745'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4633 ***********************************************************************
 HV4633  DESIGNATION -  ALEXANDRIA RED TOP DOME
 HV4633  PID         -  HV4633
 HV4633  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4633  USGS QUAD   -  ALEXANDRIA (1994)
 HV4633
 HV4633                         *CURRENT SURVEY CONTROL
 HV4633  ___________________________________________________________________
 HV4633* NAD 83(1993)-  38 48 37.23760(N)    077 02 43.89136(W)     ADJUSTED  
 HV4633* NAVD 88     -                                                        
 HV4633  ___________________________________________________________________
 HV4633  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 HV4633  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4633
 HV4633  HORZ ORDER  -  THIRD
 HV4633
 HV4633.The horizontal coordinates were established by classical geodetic methods
 HV4633.and adjusted by the National Geodetic Survey in November 1994..
 HV4633
 HV4633
 HV4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4633
 HV4633.The geoid height was determined by GEOID03.
 HV4633
 HV4633;                    North         East     Units Scale Factor Converg.
 HV4633;SPC VA N     - 2,127,948.301 3,626,320.482   MT  0.99995403   +0 54 27.9
 HV4633;SPC VA N     - 6,981,443.72 11,897,353.11   sFT  0.99995403   +0 54 27.9
 HV4633;SPC MD       -   126,953.804   396,045.990   MT  0.99995050   -0 01 42.9
 HV4633;SPC MD       -   416,514.27  1,299,360.89   sFT  0.99995050   -0 01 42.9
 HV4633;UTM  18      - 4,297,718.050   322,394.312   MT  0.99998844   -1 16 56.5
 HV4633
 HV4633                          SUPERSEDED SURVEY CONTROL
 HV4633
 HV4633  NAD 83(1993)-  38 48 37.23603(N)    077 02 43.89299(W) AD(       ) 4
 HV4633  NAD 83(1986)-  38 48 37.23586(N)    077 02 43.90414(W) AD(       ) 4
 HV4633  NAD 27      -  38 48 36.83400(N)    077 02 44.99400(W) AD(       ) 3
 HV4633
 HV4633.Superseded values are not recommended for survey control.
 HV4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4633.See file dsdata.txt to determine how the superseded data were derived.
 HV4633
 HV4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2239497718(NAD 83)
 HV4633_MARKER: 87 = DOME
 HV4633
 HV4633  HISTORY     - Date     Condition        Report By
 HV4633  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4633  HISTORY     - 1938     GOOD             CGS
 HV4633  HISTORY     - 1946     GOOD             CGS
 HV4633  HISTORY     - 1974     GOOD             NGS
 HV4633  HISTORY     - 19960913 GOOD             USPSQD
 HV4633  HISTORY     - 20040219 GOOD             GEOCAC
 HV4633
 HV4633                          STATION DESCRIPTION
 HV4633
 HV4633'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4633'NO PREVIOUS DESCRIPTION OF STATION.  THE CUPOLA ON A BRICK
 HV4633'APARTMENT HOUSE WHICH IS NOW PAINTED WHITE ALL OVER.  THIS
 HV4633'APARTMENT HOUSE WAS FORMERLY A FACTORY AND IS LOCATED ON S SIDE OF
 HV4633'WASHINGTON STREET BETWEEN PENDLETON STREET AND ORONOCO STREET.
 HV4633
 HV4633                          STATION RECOVERY (1946)
 HV4633
 HV4633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4633'RECOVERED AS DESCRIBED, EXCEPT THAT S SIDE OF WASHINGTON STREET
 HV4633'SHOULD READ E SIDE OF WASHINGTON STREET.  DESCRIPTION ADEQUATE.
 HV4633
 HV4633                          STATION RECOVERY (1974)
 HV4633
 HV4633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4633'RECOVERED AS DESCRIBED BY JMN, 1946.
 HV4633'
 HV4633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALEXANDRIA.
 HV4633
 HV4633                          STATION RECOVERY (1996)
 HV4633
 HV4633'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4633'RECOVERED IN GOOD CONDITION.
 HV4633
 HV4633                          STATION RECOVERY (2004)
 HV4633
 HV4633'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4633'FORMER APARTMENT BUILDING IS NOW THE HEADQUARTERS OF THE INTERNATIONAL
 HV4633'ASSOCIATION OF CHIEFS OF POLICE AT 515 NORTH WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4550 ***********************************************************************
 HV4550  DESIGNATION -  ALEXANDRIA SHIPYARDS BLACK TK
 HV4550  PID         -  HV4550
 HV4550  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4550  USGS QUAD   -  ALEXANDRIA (1994)
 HV4550
 HV4550                         *CURRENT SURVEY CONTROL
 HV4550  ___________________________________________________________________
 HV4550* NAD 83(1993)-  38 47 37.49253(N)    077 02 28.92032(W)     ADJUSTED  
 HV4550* NAVD 88     -                                                        
 HV4550  ___________________________________________________________________
 HV4550  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV4550  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV4550
 HV4550  HORZ ORDER  -  THIRD
 HV4550
 HV4550.The horizontal coordinates were established by classical geodetic methods
 HV4550.and adjusted by the National Geodetic Survey in November 1994..
 HV4550
 HV4550
 HV4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4550
 HV4550.The geoid height was determined by GEOID03.
 HV4550
 HV4550;                    North         East     Units Scale Factor Converg.
 HV4550;SPC VA N     - 2,126,112.015 3,626,710.896   MT  0.99995310   +0 54 37.3
 HV4550;SPC VA N     - 6,975,419.17 11,898,634.00   sFT  0.99995310   +0 54 37.3
 HV4550;SPC MD       -   125,111.389   396,406.343   MT  0.99995087   -0 01 33.5
 HV4550;SPC MD       -   410,469.62  1,300,543.14   sFT  0.99995087   -0 01 33.5
 HV4550;UTM  18      - 4,295,868.125   322,714.284   MT  0.99998705   -1 16 45.4
 HV4550
 HV4550                          SUPERSEDED SURVEY CONTROL
 HV4550
 HV4550  NAD 83(1993)-  38 47 37.49085(N)    077 02 28.92182(W) AD(       ) 4
 HV4550  NAD 83(1986)-  38 47 37.49112(N)    077 02 28.93352(W) AD(       ) 4
 HV4550  NAD 27      -  38 47 37.07700(N)    077 02 30.01600(W) AD(       ) 3
 HV4550
 HV4550.Superseded values are not recommended for survey control.
 HV4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4550.See file dsdata.txt to determine how the superseded data were derived.
 HV4550
 HV4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2271495868(NAD 83)
 HV4550_MARKER: 51 = TANK
 HV4550
 HV4550  HISTORY     - Date     Condition        Report By
 HV4550  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4550
 HV4550                          STATION DESCRIPTION
 HV4550
 HV4550'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4548 ***********************************************************************
 HV4548  DESIGNATION -  ALEXANDRIA ST MARYS RC CH
 HV4548  PID         -  HV4548
 HV4548  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4548  USGS QUAD   -  ALEXANDRIA (1994)
 HV4548
 HV4548                         *CURRENT SURVEY CONTROL
 HV4548  ___________________________________________________________________
 HV4548* NAD 83(1993)-  38 48 06.53245(N)    077 02 38.59227(W)     ADJUSTED  
 HV4548* NAVD 88     -                                                        
 HV4548  ___________________________________________________________________
 HV4548  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 HV4548  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV4548
 HV4548  HORZ ORDER  -  THIRD
 HV4548
 HV4548.The horizontal coordinates were established by classical geodetic methods
 HV4548.and adjusted by the National Geodetic Survey in November 1994..
 HV4548
 HV4548
 HV4548.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4548
 HV4548.The geoid height was determined by GEOID03.
 HV4548
 HV4548;                    North         East     Units Scale Factor Converg.
 HV4548;SPC VA N     - 2,127,003.647 3,626,463.326   MT  0.99995354   +0 54 31.3
 HV4548;SPC VA N     - 6,978,344.47 11,897,821.76   sFT  0.99995354   +0 54 31.3
 HV4548;SPC MD       -   126,006.945   396,173.378   MT  0.99995068   -0 01 39.5
 HV4548;SPC MD       -   413,407.79  1,299,778.82   sFT  0.99995068   -0 01 39.5
 HV4548;UTM  18      - 4,296,768.596   322,500.957   MT  0.99998798   -1 16 52.3
 HV4548
 HV4548                          SUPERSEDED SURVEY CONTROL
 HV4548
 HV4548  NAD 83(1993)-  38 48 06.53085(N)    077 02 38.59398(W) AD(       ) 4
 HV4548  NAD 83(1986)-  38 48 06.53085(N)    077 02 38.60549(W) AD(       ) 4
 HV4548  NAD 27      -  38 48 06.12054(N)    077 02 39.68764(W) AD(       ) 3
 HV4548
 HV4548.Superseded values are not recommended for survey control.
 HV4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4548.See file dsdata.txt to determine how the superseded data were derived.
 HV4548
 HV4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2250196769(NAD 83)
 HV4548_MARKER: 90 = CHURCH SPIRE
 HV4548
 HV4548  HISTORY     - Date     Condition        Report By
 HV4548  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4548  HISTORY     - 1938     GOOD             CGS
 HV4548  HISTORY     - 1946     GOOD             CGS
 HV4548  HISTORY     - 1970     GOOD             NGS
 HV4548  HISTORY     - 1974     GOOD             NGS
 HV4548  HISTORY     - 19960913 GOOD             USPSQD
 HV4548  HISTORY     - 20040219 GOOD             GEOCAC
 HV4548
 HV4548                          STATION DESCRIPTION
 HV4548
 HV4548'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4548'NO PREVIOUS DESCRIPTION OF STATION.  STATION RECOVERED.
 HV4548
 HV4548                          STATION RECOVERY (1946)
 HV4548
 HV4548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4548'RECOVERED AS DESCRIBED.  THIS IS THE OLD ST. MARYS CHURCH LOCATED
 HV4548'ON THE E SIDE OF ROYAL STREET BETWEEN DUKE AND WOLFE STREETS IN
 HV4548'ALEXANDRIA.  THE LAST CONSTRUCTION ON THE STEEPLE WAS IN 1880.
 HV4548
 HV4548                          STATION RECOVERY (1970)
 HV4548
 HV4548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ)
 HV4548'THE STATION IS THE CENTER OF THE TOP OF THE ALEXANDRIA SAINT MARYS
 HV4548'ROMAN CATHOLIC CHURCH SPIRE.  THE STATION IS ABOUT 120 FEET ABOVE
 HV4548'THE GROUND.
 HV4548'
 HV4548'THE STATION IS LOCATED AT 310 DUKE STREET IN ALEXANDRIA.
 HV4548
 HV4548                          STATION RECOVERY (1974)
 HV4548
 HV4548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4548'RECOVERED AS DESCRIBED BY JMN IN 1946.
 HV4548'
 HV4548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALEXANDRIA.
 HV4548
 HV4548                          STATION RECOVERY (1996)
 HV4548
 HV4548'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4548'RECOVERED IN GOOD CONDITION.
 HV4548
 HV4548                          STATION RECOVERY (2004)
 HV4548
 HV4548'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4551 ***********************************************************************
 HV4551  DESIGNATION -  ALEXANDRIA TORPEDO PLANT STACK
 HV4551  PID         -  HV4551
 HV4551  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4551  USGS QUAD   -  ALEXANDRIA (1994)
 HV4551
 HV4551                         *CURRENT SURVEY CONTROL
 HV4551  ___________________________________________________________________
 HV4551* NAD 83(1993)-  38 48 18.32727(N)    077 02 23.24076(W)     ADJUSTED  
 HV4551* NAVD 88     -                                                        
 HV4551  ___________________________________________________________________
 HV4551  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 HV4551  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV4551
 HV4551  HORZ ORDER  -  THIRD
 HV4551
 HV4551.The horizontal coordinates were established by classical geodetic methods
 HV4551.and adjusted by the National Geodetic Survey in November 1994..
 HV4551
 HV4551
 HV4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4551
 HV4551.The geoid height was determined by GEOID03.
 HV4551
 HV4551;                    North         East     Units Scale Factor Converg.
 HV4551;SPC VA N     - 2,127,373.180 3,626,827.908   MT  0.99995373   +0 54 40.8
 HV4551;SPC VA N     - 6,979,556.84 11,899,017.89   sFT  0.99995373   +0 54 40.8
 HV4551;SPC MD       -   126,370.469   396,543.948   MT  0.99995061   -0 01 29.9
 HV4551;SPC MD       -   414,600.45  1,300,994.60   sFT  0.99995061   -0 01 29.9
 HV4551;UTM  18      - 4,297,123.939   322,879.405   MT  0.99998632   -1 16 43.0
 HV4551
 HV4551                          SUPERSEDED SURVEY CONTROL
 HV4551
 HV4551  NAD 83(1993)-  38 48 18.32560(N)    077 02 23.24225(W) AD(       ) 4
 HV4551  NAD 83(1986)-  38 48 18.32571(N)    077 02 23.25399(W) AD(       ) 4
 HV4551  NAD 27      -  38 48 17.91800(N)    077 02 24.34000(W) AD(       ) 3
 HV4551
 HV4551.Superseded values are not recommended for survey control.
 HV4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4551.See file dsdata.txt to determine how the superseded data were derived.
 HV4551
 HV4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2287997124(NAD 83)
 HV4551_MARKER: 63 = STACK
 HV4551
 HV4551  HISTORY     - Date     Condition        Report By
 HV4551  HISTORY     - 1928     FIRST OBSERVED   CGS
 HV4551  HISTORY     - 1938     GOOD             CGS
 HV4551  HISTORY     - 1946     GOOD             CGS
 HV4551  HISTORY     - 1958     GOOD             CGS
 HV4551  HISTORY     - 1974     GOOD             NGS
 HV4551  HISTORY     - 19960913 GOOD             USPSQD
 HV4551  HISTORY     - 20040219 GOOD             GEOCAC
 HV4551  HISTORY     - 20060412 GOOD             GEOCAC
 HV4551
 HV4551                          STATION DESCRIPTION
 HV4551
 HV4551'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4551'STATION RECOVERED.
 HV4551
 HV4551                          STATION RECOVERY (1946)
 HV4551
 HV4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4551'STATION RECOVERED.  APPARENTLY THERE HAS BEEN NO CHANGE IN STACK.
 HV4551
 HV4551                          STATION RECOVERY (1958)
 HV4551
 HV4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV4551'THE STATION IS THE SMOKE STACK FOR THE CENTRAL HEATING SYSTEM
 HV4551'AT THE OLD NAVY TORPEDO PLANT IN ALEXANDRIA.  THE BUILDING IS
 HV4551'NOW OCCUPIED BY THE G.S.A.
 HV4551
 HV4551                          STATION RECOVERY (1974)
 HV4551
 HV4551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4551'STATION RECOVERED AS DESCRIBED BY JPR IN 1958 EXCEPT THE NAME OF THE
 HV4551'BUILDING HAS BEEN CHANGED TO TORPEDO FACTORY ART CENTER.
 HV4551'
 HV4551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALEXANDRIA.
 HV4551
 HV4551                          STATION RECOVERY (1996)
 HV4551
 HV4551'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4551'RECOVERED IN GOOD CONDITION.
 HV4551
 HV4551                          STATION RECOVERY (2004)
 HV4551
 HV4551'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4551'RECOVERED IN GOOD CONDITION.
 HV4551
 HV4551                          STATION RECOVERY (2006)
 HV4551
 HV4551'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HV4551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4740 ***********************************************************************
 HV4740  DESIGNATION -  ALEXANDRIA TRAFFIC CONTR MAST
 HV4740  PID         -  HV4740
 HV4740  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4740  USGS QUAD   -  ALEXANDRIA (1994)
 HV4740
 HV4740                         *CURRENT SURVEY CONTROL
 HV4740  ___________________________________________________________________
 HV4740* NAD 83(1993)-  38 49 15.29279(N)    077 02 54.05915(W)     ADJUSTED  
 HV4740* NAVD 88     -                                                        
 HV4740  ___________________________________________________________________
 HV4740  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 HV4740  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV4740
 HV4740  HORZ ORDER  -  THIRD
 HV4740
 HV4740.The horizontal coordinates were established by classical geodetic methods
 HV4740.and adjusted by the National Geodetic Survey in November 1994..
 HV4740
 HV4740
 HV4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4740
 HV4740.The geoid height was determined by GEOID03.
 HV4740
 HV4740;                    North         East     Units Scale Factor Converg.
 HV4740;SPC VA N     - 2,129,117.713 3,626,056.651   MT  0.99995467   +0 54 21.6
 HV4740;SPC VA N     - 6,985,280.36 11,896,487.53   sFT  0.99995467   +0 54 21.6
 HV4740;UTM  18      - 4,298,896.732   322,175.359   MT  0.99998940   -1 17 03.9
 HV4740
 HV4740                          SUPERSEDED SURVEY CONTROL
 HV4740
 HV4740  NAD 83(1993)-  38 49 15.29137(N)    077 02 54.06104(W) AD(       ) 4
 HV4740  NAD 83(1986)-  38 49 15.29137(N)    077 02 54.07219(W) AD(       ) 4
 HV4740  NAD 27      -  38 49 14.88456(N)    077 02 55.15089(W) AD(       ) 3
 HV4740
 HV4740.Superseded values are not recommended for survey control.
 HV4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4740.See file dsdata.txt to determine how the superseded data were derived.
 HV4740
 HV4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2217598897(NAD 83)
 HV4740_MARKER: 42 = RADIO/TV MAST
 HV4740
 HV4740  HISTORY     - Date     Condition        Report By
 HV4740  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4740  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4740
 HV4740                          STATION DESCRIPTION
 HV4740
 HV4740'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4740'THE STATION IS THE ALEXANDRIA TRAFFIC CONTROL RADIO STATION KLL 534
 HV4740'MAST.  THE POINT INTERSECTED WAS THE ANTENNA ON TOP OF THE CAGE
 HV4740'AROUND A RED LIGHT ON TOP OF THE MAST.  THE MAST IS PRESENTLY
 HV4740'PAINTED ORANGE AND WHITE AND IS ABOUT 170 FEET HIGH.
 HV4740'
 HV4740'THE STATION IS LOCATED SOUTHEAST OF THE INTERSECTION OF POWHATAN
 HV4740'AVENUE AND SLATER STREET.
 HV4740
 HV4740                          STATION RECOVERY (1996)
 HV4740
 HV4740'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4631 ***********************************************************************
 HV4631  DESIGNATION -  ALEXANDRIA WASH MASON MEMORIAL
 HV4631  PID         -  HV4631
 HV4631  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4631  USGS QUAD   -  ALEXANDRIA (1994)
 HV4631
 HV4631                         *CURRENT SURVEY CONTROL
 HV4631  ___________________________________________________________________
 HV4631* NAD 83(1993)-  38 48 26.98749(N)    077 03 57.34273(W)     ADJUSTED  
 HV4631* NAVD 88     -                                                        
 HV4631  ___________________________________________________________________
 HV4631  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 HV4631  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV4631
 HV4631  HORZ ORDER  -  THIRD
 HV4631
 HV4631.The horizontal coordinates were established by classical geodetic methods
 HV4631.and adjusted by the National Geodetic Survey in November 1994..
 HV4631
 HV4631
 HV4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4631
 HV4631.The geoid height was determined by GEOID03.
 HV4631
 HV4631;                    North         East     Units Scale Factor Converg.
 HV4631;SPC VA N     - 2,127,604.397 3,624,553.559   MT  0.99995387   +0 53 42.1
 HV4631;SPC VA N     - 6,980,315.43 11,891,556.13   sFT  0.99995387   +0 53 42.1
 HV4631;SPC MD       -   126,638.823   394,273.689   MT  0.99995056   -0 02 29.0
 HV4631;SPC MD       -   415,480.87  1,293,546.26   sFT  0.99995056   -0 02 29.0
 HV4631;UTM  18      - 4,297,441.911   320,615.469   MT  0.99999626   -1 17 42.3
 HV4631
 HV4631                          SUPERSEDED SURVEY CONTROL
 HV4631
 HV4631  NAD 83(1993)-  38 48 26.98582(N)    077 03 57.34459(W) AD(       ) 4
 HV4631  NAD 83(1986)-  38 48 26.98614(N)    077 03 57.35563(W) AD(       ) 4
 HV4631  NAD 27      -  38 48 26.57981(N)    077 03 58.43409(W) AD(       ) 3
 HV4631
 HV4631.Superseded values are not recommended for survey control.
 HV4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4631.See file dsdata.txt to determine how the superseded data were derived.
 HV4631
 HV4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2061597442(NAD 83)
 HV4631
 HV4631  HISTORY     - Date     Condition        Report By
 HV4631  HISTORY     - UNK      MONUMENTED
 HV4631  HISTORY     - 1957     GOOD             CGS
 HV4631  HISTORY     - 1969     GOOD             CGS
 HV4631  HISTORY     - 1976     GOOD             NGS
 HV4631  HISTORY     - 1979     GOOD             NGS
 HV4631  HISTORY     - 19960913 GOOD             USPSQD
 HV4631  HISTORY     - 20050109 GOOD             GEOCAC
 HV4631
 HV4631                          STATION DESCRIPTION
 HV4631
 HV4631'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4631'THIS INTERSECTION STATION IS ASSUMED TO BE THE SAME AS THE ALEXANDRIA
 HV4631'MASONIC TEMPLE.  NO DESCRIPTION WAS AVAILABLE AT TIME OF RECOVERY.
 HV4631'
 HV4631'THE STATION IS THE ROD ATOP THE GEORGE WASHINGTON MASONIC
 HV4631'NATIONAL MEMORIAL BUILDINGS, LOCATED AT KING STREET AND CALLAHAN
 HV4631'DRIVE.  THE STRUCTURE IS BUILT OF STONE AND IS ABOUT 333 FT. HIGH.
 HV4631'
 HV4631'THIS STATION WAS PREVIOUSLY LOCATED IN 1934.
 HV4631'
 HV4631'THIS IS AN INTERSECTION STATION.
 HV4631
 HV4631                          STATION RECOVERY (1969)
 HV4631
 HV4631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4631'THE STATION IS THE TOP CENTER OF THE 308 FOOT BROWN STONE BUILDING
 HV4631'OF THE GEORGE WASHINGTON MASONIC NATIONAL MEMORIAL.
 HV4631'
 HV4631'THE STATION IS LOCATED 0.3 MILE WEST OF THE INTERSECTION CALLAHAN
 HV4631'DRIVE AND KING STREET IN ALEXANDRIA.
 HV4631
 HV4631                          STATION RECOVERY (1976)
 HV4631
 HV4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 HV4631'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV4631
 HV4631                          STATION RECOVERY (1979)
 HV4631
 HV4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 HV4631'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV4631'
 HV4631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALEXANDRIA.
 HV4631
 HV4631                          STATION RECOVERY (1996)
 HV4631
 HV4631'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4631'RECOVERED IN GOOD CONDITION.
 HV4631
 HV4631                          STATION RECOVERY (2005)
 HV4631
 HV4631'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV4631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4552 ***********************************************************************
 HV4552  DESIGNATION -  ALEXANDRIA WESTERLY TWIN STKS
 HV4552  PID         -  HV4552
 HV4552  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4552  USGS QUAD   -  ALEXANDRIA (1994)
 HV4552
 HV4552                         *CURRENT SURVEY CONTROL
 HV4552  ___________________________________________________________________
 HV4552* NAD 83(1993)-  38 47 48.61146(N)    077 02 29.04968(W)     ADJUSTED  
 HV4552* NAVD 88     -                                                        
 HV4552  ___________________________________________________________________
 HV4552  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV4552  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV4552
 HV4552  HORZ ORDER  -  THIRD
 HV4552
 HV4552.The horizontal coordinates were established by classical geodetic methods
 HV4552.and adjusted by the National Geodetic Survey in November 1994..
 HV4552
 HV4552
 HV4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4552
 HV4552.The geoid height was determined by GEOID03.
 HV4552
 HV4552;                    North         East     Units Scale Factor Converg.
 HV4552;SPC VA N     - 2,126,454.776 3,626,702.327   MT  0.99995327   +0 54 37.2
 HV4552;SPC VA N     - 6,976,543.71 11,898,605.88   sFT  0.99995327   +0 54 37.2
 HV4552;SPC MD       -   125,454.243   396,403.377   MT  0.99995079   -0 01 33.5
 HV4552;SPC MD       -   411,594.46  1,300,533.41   sFT  0.99995079   -0 01 33.5
 HV4552;UTM  18      - 4,296,210.974   322,718.819   MT  0.99998703   -1 16 45.8
 HV4552
 HV4552                          SUPERSEDED SURVEY CONTROL
 HV4552
 HV4552  NAD 83(1993)-  38 47 48.60949(N)    077 02 29.05109(W) AD(       ) 4
 HV4552  NAD 83(1986)-  38 47 48.61355(N)    077 02 29.06457(W) AD(       ) 4
 HV4552  NAD 27      -  38 47 48.07600(N)    077 02 30.13800(W) AD(       ) 3
 HV4552
 HV4552.Superseded values are not recommended for survey control.
 HV4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4552.See file dsdata.txt to determine how the superseded data were derived.
 HV4552
 HV4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2271996211(NAD 83)
 HV4552_MARKER: 63 = STACK
 HV4552
 HV4552  HISTORY     - Date     Condition        Report By
 HV4552  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV4552
 HV4552                          STATION DESCRIPTION
 HV4552
 HV4552'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4729 ***********************************************************************
 HV4729  DESIGNATION -  ALEXANDRIA WESTMINSTER PRES CH
 HV4729  PID         -  HV4729
 HV4729  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4729  USGS QUAD   -  ALEXANDRIA (1994)
 HV4729
 HV4729                         *CURRENT SURVEY CONTROL
 HV4729  ___________________________________________________________________
 HV4729* NAD 83(1993)-  38 49 45.49988(N)    077 04 25.84678(W)     ADJUSTED  
 HV4729* NAVD 88     -                                                        
 HV4729  ___________________________________________________________________
 HV4729  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV4729  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV4729
 HV4729  HORZ ORDER  -  THIRD
 HV4729
 HV4729.The horizontal coordinates were established by classical geodetic methods
 HV4729.and adjusted by the National Geodetic Survey in November 1994..
 HV4729
 HV4729
 HV4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4729
 HV4729.The geoid height was determined by GEOID03.
 HV4729
 HV4729;                    North         East     Units Scale Factor Converg.
 HV4729;SPC VA N     - 2,130,014.343 3,623,828.322   MT  0.99995520   +0 53 24.3
 HV4729;SPC VA N     - 6,988,222.06 11,889,176.75   sFT  0.99995520   +0 53 24.3
 HV4729;UTM  18      - 4,299,877.920   319,982.844   MT  0.99999906   -1 18 02.4
 HV4729
 HV4729                          SUPERSEDED SURVEY CONTROL
 HV4729
 HV4729  NAD 83(1993)-  38 49 45.49851(N)    077 04 25.84892(W) AD(       ) 4
 HV4729  NAD 83(1986)-  38 49 45.49850(N)    077 04 25.85945(W) AD(       ) 4
 HV4729  NAD 27      -  38 49 45.09362(N)    077 04 26.93522(W) AD(       ) 3
 HV4729
 HV4729.Superseded values are not recommended for survey control.
 HV4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4729.See file dsdata.txt to determine how the superseded data were derived.
 HV4729
 HV4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1998399878(NAD 83)
 HV4729_MARKER: 90 = CHURCH SPIRE
 HV4729
 HV4729  HISTORY     - Date     Condition        Report By
 HV4729  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4729  HISTORY     - 19960913 GOOD             USPSQD
 HV4729  HISTORY     - 20030630 GOOD             GEOCAC
 HV4729
 HV4729                          STATION DESCRIPTION
 HV4729
 HV4729'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4729'THE STATION IS THE ALEXANDRIA BRADDOCK HEIGHTS PRESBYTERIAN CHURCH
 HV4729'SPIRE.  THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE GRAY
 HV4729'METALLIC SPIRE OF THE WESTMINISTER PRESBYTERIAN CHURCH OF BRADDOCK
 HV4729'HEIGHTS IN ALEXANDRIA.  THE SPIRE HAS A NOB ON IT AND THE STATION
 HV4729'IS ABOUT 93 FEET ABOVE THE GROUND.
 HV4729'
 HV4729'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 HV4729'MONTICELLO BOULEVARD AND CAMERON MILLS ROAD IN ALEXANDRIA.
 HV4729
 HV4729                          STATION RECOVERY (1996)
 HV4729
 HV4729'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4729'RECOVERED IN GOOD CONDITION.
 HV4729
 HV4729                          STATION RECOVERY (2003)
 HV4729
 HV4729'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2161 ***********************************************************************
 GW2161  DESIGNATION -  ALFORD 1957
 GW2161  PID         -  GW2161
 GW2161  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2161  USGS QUAD   -  LEXINGTON (1978)
 GW2161
 GW2161                         *CURRENT SURVEY CONTROL
 GW2161  ___________________________________________________________________
 GW2161* NAD 83(1993)-  37 50 06.31679(N)    079 29 05.41569(W)     ADJUSTED  
 GW2161* NAVD 88     -       473.6    (meters)    1554.     (feet)  VERTCON   
 GW2161  ___________________________________________________________________
 GW2161  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GW2161  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW2161
 GW2161  HORZ ORDER  -  SECOND
 GW2161
 GW2161.The horizontal coordinates were established by classical geodetic methods
 GW2161.and adjusted by the National Geodetic Survey in November 1994..
 GW2161
 GW2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2161
 GW2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2161
 GW2161.The geoid height was determined by GEOID03.
 GW2161
 GW2161;                    North         East     Units Scale Factor Converg.
 GW2161;SPC VA S     - 1,167,113.440 3,413,309.359   MT  0.99997863   -0 35 51.8
 GW2161;SPC VA S     - 3,829,104.68 11,198,499.12   sFT  0.99997863   -0 35 51.8
 GW2161;UTM  17      - 4,188,599.441   633,328.432   MT  0.99981895   +0 55 46.3
 GW2161
 GW2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2161!SPC VA S     -   0.99993073  x   0.99997863  =   0.99990936
 GW2161!UTM  17      -   0.99993073  x   0.99981895  =   0.99974969
 GW2161
 GW2161:                Primary Azimuth Mark                     Grid Az
 GW2161:SPC VA S     -  ANTHONY 1957                             177 52 01.1
 GW2161:UTM  17      -  ANTHONY 1957                             176 20 23.0
 GW2161
 GW2161|---------------------------------------------------------------------|
 GW2161| PID    Reference Object                     Distance      Geod. Az  |
 GW2161|                                                           dddmmss.s |
 GW2161| GW2163 ANTHONY 1957                        APPROX. 4.4 KM 1771609.3 |
 GW2161|---------------------------------------------------------------------|
 GW2161
 GW2161                          SUPERSEDED SURVEY CONTROL
 GW2161
 GW2161  NAD 83(1986)-  37 50 06.31508(N)    079 29 05.42894(W) AD(       ) 2
 GW2161  NAD 27      -  37 50 05.84000(N)    079 29 06.27820(W) AD(       ) 2
 GW2161  NGVD 29 (07/19/86)  473.8    (m)         1554.     (f) VERT ANG       
 GW2161
 GW2161.Superseded values are not recommended for survey control.
 GW2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2161.See file dsdata.txt to determine how the superseded data were derived.
 GW2161
 GW2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3332888599(NAD 83)
 GW2161_MARKER: DS = TRIANGULATION STATION DISK
 GW2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2161+STABILITY: SURFACE MOTION
 GW2161
 GW2161  HISTORY     - Date     Condition        Report By
 GW2161  HISTORY     - 1957     MONUMENTED       CGS
 GW2161
 GW2161                          STATION DESCRIPTION
 GW2161
 GW2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2161'STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF LEXINGTON,
 GW2161'0.5 MILE EAST OF U.S. HIGHWAY 60 AND IS ON THE PROPERTY
 GW2161'OWNED BY MR. W.S. ALFORD WHO LIVES ABOUT 0.25 MILE SOUTHEAST
 GW2161'OF THE STATION.
 GW2161'
 GW2161'STATION, STAMPED ALFORD 1957, PROJECTS ABOUT 5 INCHES, IS
 GW2161'115 FEET WEST OF THE FENCE, 4 FEET NORTHEAST OF A TRIANGULAR
 GW2161'BLAZED TREE, 4 FEET NORTH OF THE EDGE OF THE FIELD AND IS
 GW2161'IN THE SADDLE OF THE RIDGE.
 GW2161'
 GW2161'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEXINGTON,
 GW2161'GO NORTHWEST ON U.S. HIGHWAY 60 FOR 3.1 MILE TO THE JUNCTION
 GW2161'OF COUNTY ROUTE 639 ON THE RIGHT.  TURN RIGHT GO NORTH ON
 GW2161'COUNTY ROUTE 639 FOR 0.8 MILE TO A FORK.  TAKE RIGHT FORK,
 GW2161'GO NORTH FOR 0.4 MILE TO THE HOME OF MR. ALFORD.  TURN LEFT,
 GW2161'PASSING TO THE LEFT OF THE HOUSE FOR 0.15 MILE TO A GATE
 GW2161'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE AND
 GW2161'CONTINUE ACROSS THE ALFALFA FIELD FOR 0.15 MILE TO THE STATION
 GW2161'IN THE NORTH END OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3802 ***********************************************************************
 GV3802  DESIGNATION -  ALFRED VFC 1931
 GV3802  PID         -  GV3802
 GV3802  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3802  USGS QUAD   -  LANCASTER (1968)
 GV3802
 GV3802                         *CURRENT SURVEY CONTROL
 GV3802  ___________________________________________________________________
 GV3802* NAD 83(1993)-  37 52 09.68561(N)    076 24 42.13622(W)     ADJUSTED  
 GV3802* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3802  ___________________________________________________________________
 GV3802  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 GV3802  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 GV3802
 GV3802  HORZ ORDER  -  THIRD
 GV3802
 GV3802.The horizontal coordinates were established by classical geodetic methods
 GV3802.and adjusted by the National Geodetic Survey in November 1994..
 GV3802
 GV3802.The orthometric height was scaled from a topographic map.
 GV3802
 GV3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3802
 GV3802.The geoid height was determined by GEOID03.
 GV3802
 GV3802;                    North         East     Units Scale Factor Converg.
 GV3802;SPC VA S     - 1,172,497.025 3,683,727.063   MT  0.99998369   +1 16 02.8
 GV3802;SPC VA S     - 3,846,767.32 12,085,694.54   sFT  0.99998369   +1 16 02.8
 GV3802;UTM  18      - 4,192,259.193   375,833.434   MT  0.99978989   -0 52 00.1
 GV3802
 GV3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3802!SPC VA S     -   1.00000556  x   0.99998369  =   0.99998925
 GV3802!UTM  18      -   1.00000556  x   0.99978989  =   0.99979545
 GV3802
 GV3802:                Primary Azimuth Mark                     Grid Az
 GV3802:SPC VA S     -  CEDAR POINT VFC 1931                     081 48 16.6
 GV3802:UTM  18      -  CEDAR POINT VFC 1931                     083 56 19.5
 GV3802
 GV3802|---------------------------------------------------------------------|
 GV3802| PID    Reference Object                     Distance      Geod. Az  |
 GV3802|                                                           dddmmss.s |
 GV3802| GV3804 CEDAR POINT VFC 1931                APPROX. 0.7 KM 0830419.4 |
 GV3802| GV3815 SAM VFC 1931                        270.564 METERS 33102     |
 GV3802|---------------------------------------------------------------------|
 GV3802
 GV3802                          SUPERSEDED SURVEY CONTROL
 GV3802
 GV3802  NAD 83(1993)-  37 52 09.69372(N)    076 24 42.14853(W) AD(       ) 3
 GV3802  NAD 83(1986)-  37 52 09.69132(N)    076 24 42.15760(W) AD(       ) 3
 GV3802  NAD 27      -  37 52 09.24200(N)    076 24 43.36300(W) AD(       ) 3
 GV3802
 GV3802.Superseded values are not recommended for survey control.
 GV3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3802.See file dsdata.txt to determine how the superseded data were derived.
 GV3802
 GV3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7583392259(NAD 83)
 GV3802_MARKER: I = METAL ROD
 GV3802_SETTING: 0 = UNSPECIFIED SETTING
 GV3802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3802
 GV3802  HISTORY     - Date     Condition        Report By
 GV3802  HISTORY     - 1931     MONUMENTED       VACF
 GV3802  HISTORY     - 1943     GOOD             CGS
 GV3802  HISTORY     - 1955     GOOD             CGS
 GV3802  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3802  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3802
 GV3802                          STATION DESCRIPTION
 GV3802
 GV3802'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3802'ON GREAT WICOMICO RIVER, ON THE FIRST POINT OF LAND ABOVE
 GV3802'RICHARDSONS HOUSE, ON THE MARSHY PART OF THE POINT.  MARKED
 GV3802'BY A 4-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE SURROUNDED
 GV3802'BY A BLOCK OF CONCRETE BELOW THE SURFACE.
 GV3802
 GV3802                          STATION RECOVERY (1943)
 GV3802
 GV3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3802'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3802'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT
 GV3802'THAT THE STATION IS ON THE S SHORE OF THE GREAT WICOMICO RIVER
 GV3802'AND THAT THE TREE WITH THE TRIANGLE HAS BEEN CUT DOWN.
 GV3802
 GV3802                          STATION RECOVERY (1955)
 GV3802
 GV3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3802'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3802'IS ADEQUATE.
 GV3802
 GV3802                          STATION RECOVERY (1995)
 GV3802
 GV3802'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3802'MARK NOT FOUND.
 GV3802
 GV3802                          STATION RECOVERY (2002)
 GV3802
 GV3802'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0411 ***********************************************************************
 FX0411  DESIGNATION -  ALGREN=N 9
 FX0411  PID         -  FX0411
 FX0411  STATE/COUNTY-  VA/C OF NORFOLK
 FX0411  USGS QUAD   -  BOWERS HILL (1986)
 FX0411
 FX0411                         *CURRENT SURVEY CONTROL
 FX0411  ___________________________________________________________________
 FX0411* NAD 83(1993)-  36 46 31.59000(N)    076 26 48.58179(W)     ADJUSTED  
 FX0411* NAVD 88     -         6.042  (meters)      19.82   (feet)  ADJUSTED  
 FX0411  ___________________________________________________________________
 FX0411  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 FX0411  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FX0411  DYNAMIC HT  -           6.037 (meters)      19.81  (feet)  COMP
 FX0411  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 FX0411
 FX0411  HORZ ORDER  -  SECOND
 FX0411  VERT ORDER  -  FIRST     CLASS II
 FX0411
 FX0411.The horizontal coordinates were established by classical geodetic methods
 FX0411.and adjusted by the National Geodetic Survey in September 1995..
 FX0411
 FX0411.The orthometric height was determined by differential leveling
 FX0411.and adjusted by the National Geodetic Survey in June 1991..
 FX0411
 FX0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0411
 FX0411.The geoid height was determined by GEOID03.
 FX0411
 FX0411.The dynamic height is computed by dividing the NAVD 88
 FX0411.geopotential number by the normal gravity value computed on the
 FX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0411.degrees latitude (g = 980.6199 gals.).
 FX0411
 FX0411.The modeled gravity was interpolated from observed gravity values.
 FX0411
 FX0411;                    North         East     Units Scale Factor Converg.
 FX0411;SPC VA S     - 1,051,055.922 3,683,277.539   MT  0.99999842   +1 14 46.0
 FX0411;SPC VA S     - 3,448,339.30 12,084,219.73   sFT  0.99999842   +1 14 46.0
 FX0411;UTM  18      - 4,070,937.942   370,885.409   MT  0.99980538   -0 51 58.7
 FX0411
 FX0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0411!SPC VA S     -   1.00000481  x   0.99999842  =   1.00000323
 FX0411!UTM  18      -   1.00000481  x   0.99980538  =   0.99981019
 FX0411
 FX0411:                Primary Azimuth Mark                     Grid Az
 FX0411:SPC VA S     -  SUNRAY=L 9                               078 10 14.6
 FX0411:UTM  18      -  SUNRAY=L 9                               080 16 59.3
 FX0411
 FX0411|---------------------------------------------------------------------|
 FX0411| PID    Reference Object                     Distance      Geod. Az  |
 FX0411|                                                           dddmmss.s |
 FX0411| FX0416 SUNRAY=L 9                          APPROX. 3.2 KM 0792500.6 |
 FX0411| DC8027 ALGREN RM                            23.340 METERS 15304     |
 FX0411|---------------------------------------------------------------------|
 FX0411
 FX0411                          SUPERSEDED SURVEY CONTROL
 FX0411
 FX0411  NAD 83(1986)-  36 46 31.59493(N)    076 26 48.61417(W) AD(       ) 2
 FX0411  NAD 27      -  36 46 31.05600(N)    076 26 49.80300(W) AD(       ) 2
 FX0411  NGVD 29 (??/??/92)    6.468  (m)           21.22   (f) ADJ UNCH    1 2
 FX0411
 FX0411.Superseded values are not recommended for survey control.
 FX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0411.See file dsdata.txt to determine how the superseded data were derived.
 FX0411
 FX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7088570938(NAD 83)
 FX0411_MARKER: DS = TRIANGULATION STATION DISK
 FX0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0411_STAMPING: N 9 ALGREN 1918 IV
 FX0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0411+STABILITY: SURFACE MOTION
 FX0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0411+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 FX0411
 FX0411  HISTORY     - Date     Condition        Report By
 FX0411  HISTORY     - 1918     MONUMENTED       CGS
 FX0411  HISTORY     - 1934     GOOD             CGS
 FX0411  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX0411  HISTORY     - 1954     GOOD             AMS
 FX0411  HISTORY     - 1960     GOOD             CGS
 FX0411  HISTORY     - 1960     GOOD             NGS
 FX0411  HISTORY     - 1977     GOOD             NGS
 FX0411  HISTORY     - 1978     GOOD             NGS
 FX0411  HISTORY     - 20010906 MARK NOT FOUND   GEOMET
 FX0411  HISTORY     - 20060302 GOOD             VADOT
 FX0411
 FX0411                          STATION DESCRIPTION
 FX0411
 FX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX0411'STATION IS ABOUT 8 MILES E OF SUFFOLK, ON THE VIRGINIAN RAILWAY,
 FX0411'14-3/4 TELEGRAPH POLES E OF MILEPOST 16, 155 YARDS W OF A
 FX0411'BLOCK-SIGNAL TOWER KNOWN AS ALGREN, LOCATED AT THE INTERSECTION
 FX0411'OF THE VIRGINIAN AND THE SEABOARD AIR LINE RAILWAYS, 10.92
 FX0411'METERS (35.8 FEET) N OF THE N RAIL, ABOUT 20 YARDS W OF A
 FX0411'SEMAPHORE SIGNAL, AND ON LEVEL GROUND AT ABOUT THE SAME
 FX0411'ELEVATION AS THE TRACK.  THE UNDERGROUND MARK IS A NAIL SET IN
 FX0411'CONCRETE, AS DESCRIBED IN NOTE 7C.  THE SURFACE AND REFERENCE
 FX0411'MARKS ARE BRONZE TABLETS SET IN CONCRETE, AS DESCRIBED IN
 FX0411'NOTES 1A AND 11A.  THE REFERENCE MARK 23.34 METERS
 FX0411'(76.6 FEET) FROM THE STATION S 26 DEG 56 MIN E.
 FX0411
 FX0411                          STATION RECOVERY (1934)
 FX0411
 FX0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX0411'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, BUT REFERENCE
 FX0411'COULD NOT BE FOUND.
 FX0411
 FX0411                          STATION RECOVERY (1943)
 FX0411
 FX0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX0411'STATION RECOVERED IN GOOD CONDITION, REFERENCE MARK NOT RECOVERED.
 FX0411'A THREE-MAN PARTY SEARCHED FOR THE REFERENCE MARK FOR ONE
 FX0411'HOUR WITHOUT SUCCESS BY DIGGING ON AN ARC 76.6 FEET FROM THE
 FX0411'STATION.  THE ORIGINAL DESCRIPTION WAS INVESTIGATED AND FOUND
 FX0411'TO BE INCORRECT AND INCOMPLETE FOR PRESENT-DAY RECOVERY.
 FX0411'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX0411'
 FX0411'STATION IS ABOUT 8 MILES NE OF SUFFOLK ON HIGHWAY 460, ABOUT
 FX0411'5.5 MILES NE OF THE RAILROAD STATION AT MAGNOLIA, ALONG THE
 FX0411'SEABOARD AIR LINE RAILWAY, AT ALGREN, AND ABOUT 0.5 MILE
 FX0411'E OF MILE-POST 10.  IT IS 196 METERS W OF THE INTERSECTION
 FX0411'OF THE VIRGINIAN AND SEABOARD AIR LINE RAILWAYS, AT THE
 FX0411'BLOCK-SIGNAL TOWER KNOWN AS ALGREN, ABOUT 700 FEET W OF A
 FX0411'WHITE STORE WITH A GREEN ROOF, 11 METERS W OF THE CENTER LINE
 FX0411'OF A DIRT ROAD, 10.72 METERS N OF THE N NAIL OF THE VIRGINIAN
 FX0411'RAILWAY TRACK, 14 FEET S OF A DITCH, 103 METERS W OF TWO
 FX0411'SEMAPHORE SIGNALS, AND ON LEVEL GROUND ABOUT 6 INCHES LOWER
 FX0411'THAN THE RAIL.
 FX0411'
 FX0411'SURFACE MARK IS A BRONZE STATION DISK SET IN CONCRETE EXTENDING
 FX0411'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  UNDERGROUND
 FX0411'MARK, A BRONZE STATION DISK, IS A NAIL SET IN CONCRETE.
 FX0411'
 FX0411'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 FX0411'
 FX0411'THIS MARK IS ALSO BENCH MARK N9 ALGREN.
 FX0411
 FX0411                          STATION RECOVERY (1954)
 FX0411
 FX0411'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX0411'STATION RECOVERED AS DESCRIBED AND PROJECTS 0.10 FEET ABOVE
 FX0411'GROUND.  IT IS 53 FEET SE TO CENTERLINE INTERSECTION ROAD
 FX0411'AND R.R. TRACKS, AND 40 FEET S TO CENTERLINE OF AND PERPENDICULAR
 FX0411'TO R.R. TRACK.
 FX0411
 FX0411                          STATION RECOVERY (1960)
 FX0411
 FX0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX0411'STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK
 FX0411'WAS NOT RECOVERED.  TWO NEW REFERENCE MARKS NO 2 AND 3 WERE
 FX0411'SET.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED
 FX0411'IN THE COMMUNITY OF ALGREN, OPPOSITE THE PORTSMOUTH MUNICIPAL
 FX0411'AIRPORT.  IT IS ABOUT 0.1 MILE WEST OF THE CROSSING OF THE
 FX0411'SEABOARD AIRLINE RAILWAY AND THE VIRGINIAN RAILWAY, AND ON
 FX0411'THE WEST SIDE OF COUNTY ROAD 812.  IT IS 58 FEET SOUTH OF THE
 FX0411'SOUTH EDGE OF PAVEMENT OF U.S. HIGHWAY 58 AND 460, 41 FEET
 FX0411'WEST OF CENTER LINE OF COUNTY ROAD 812, 35.5 FEET NORTH OF
 FX0411'NORTH RAIL OF THE VIRGINIAN RAILWAY, 18 FEET SOUTHWEST OF
 FX0411'AN 8 INCH PINE TREE AND 3 FEET SOUTH OF A U.S.C. AND
 FX0411'G.S. WITNESS SIGN.  THE MARK PROJECTS 2 INCHES AND IS
 FX0411'STAMPED ALGREN 1918 IV.  (NOTES 1A,7C)
 FX0411'
 FX0411'REFERENCE MARK NO 2 IS 71.02 FEET EAST OF STATION.  IT IS 45
 FX0411'FEET SOUTH OF SOUTH EDGE OF PAVEMENT OF HIGHWAY, 30 FEET
 FX0411'EAST OF CENTER LINE OF COUNTY ROAD 812, 12.5 FEET EAST OF
 FX0411'TELEPHONE POLE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 FX0411'ALGREN NO 2 1918.  (NOTE 11A)
 FX0411'
 FX0411'REFERENCE MARK NO 3 IS 35.60 FEET NORTH OF STATION.  IT IS
 FX0411'71.1 FEET NORTH OF NORTH RAIL OF THE VIRGINIAN RAILWAY, 63
 FX0411'FEET WEST OF A POWER LINE POLE, 44 FEET WEST OF CENTER LINE
 FX0411'OF COUNTY ROAD 812 AND IS 17 FEET SOUTH OF SOUTH EDGE OF
 FX0411'PAVEMENT OF HIGHWAY.  IT IS SET FLUSH WITH THE GROUND AND IS
 FX0411'STAMPED ALGREN NO 3 1918.  (NOTE 11A)
 FX0411'
 FX0411'BENCH MARK G 323 WAS USED AS AN AZIMUTH MARK.  IT IS ABOUT
 FX0411'0.25 MILE NORTHEAST OF THE STATION, AT THE PORTSMOUTH MUNICIPAL
 FX0411'AIRPORT.  IT IS 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FX0411'OF THE AIRPORT OFFICE BUILDING, 4.5 FEET WEST OF THE NORTHEAST
 FX0411'CORNER OF THE METAL FENCE ON THE NORTH EDGE OF PARKING LOT AND
 FX0411'1 FEET NORTH OF THE FENCE.  THE MARK IS A STANDARD U.S.C.
 FX0411'AND G.S. BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 FX0411'POST SET FLUSH WITH THE GROUND AND IS STAMPED G 323 1953.
 FX0411'
 FX0411'BENCH MARK J 323 IS ABOUT 0.1 MILE NORTHEAST OF THE STATION.
 FX0411'IT IS 69 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF U.S. HIGHWAY
 FX0411'58 AND 460, 44 FEET EAST OF CENTER LINE OF RAOD LEADING INTO
 FX0411'AIRPORT AND 42 FEET NORTHWEST OF TELEPHONE POLE 178.  THE MARK
 FX0411'IS A STANDARD U.S.C. AND G.S. BENCH MARK SET IN THE TOP OF A
 FX0411'ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED
 FX0411'J 323 1953.
 FX0411'
 FX0411'TO REACH FROM THE VIRGINIAN RAILWAY STATION AT SUNRAY, GO
 FX0411'WEST ALONG THE SOUTH SIDE OF THE TRACKS FOR 2.0 MILES AND
 FX0411'STATION AS DESCRIBED.
 FX0411
 FX0411                          STATION RECOVERY (1960)
 FX0411
 FX0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0411'AT ALGREN.
 FX0411'STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL WITNESS POINTS
 FX0411'ARE AS FOLLOW.  IT IS 58.0 FEET SOUTH OF THE SOUTH EDGE OF
 FX0411'U.S. HIGHWAY 58 AND 460, 41.0 FEET WEST OF THE CENTER LINE OF
 FX0411'COUNTY ROAD 812, 18.0 FEET SOUTHWEST OF AN 18 INCH PINE TREE,
 FX0411'AND 3.0 FEET SOUTH OF A U.S.C. AND G.S. WITNESS SIGN.  AT ALGREN,
 FX0411'640 FEET WEST OF CENTER OF INTERSECTION OF THE VIRGINIAN RAILWAY
 FX0411'AND THE SEABOARD AIR LINE RAILWAY, 35-1/2 FEET NORTH OF NORTH RAIL
 FX0411'OF VIRGINIAN RAILWAY, 53 FEET NORTHWEST OF CENTER OF A PRIVATE
 FX0411'ROAD CROSSING, 54-1/2 FEET WEST OF A TELEPHONE POLE, 51 FEET WEST
 FX0411'OF THE 4TH TELEPHONE POLE WEST OF STATION SIGN AT ALGREN, 120 FEET
 FX0411'NORTH OF NORTH RAIL OF SEABOARD AIR LINE RAILWAY, SOUTHWEST OF
 FX0411'JUNCTION OF U.S. HIGHWAY 460 AND ENTRANCE ROAD TO PORTSMOUTH
 FX0411'AIRPORT, 4 FEET SOUTH OF ROW OF TELEPHONE POLES, LEVEL WITH
 FX0411'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FX0411
 FX0411                          STATION RECOVERY (1977)
 FX0411
 FX0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DWA)
 FX0411'ALGREN 1918 RECOVERED IN GOOD CONDITION.  ALGREN 1918 RM 2 RECOVERED
 FX0411'IN GOOD CONDITION.
 FX0411'
 FX0411'RM 3 WAS ALSO SEARCHED FOR, BUT WAS NOT FOUND DUE TO WIDENING
 FX0411'OF U. S. HWY. 58/460.
 FX0411'
 FX0411'A NEW DESCRIPTION FOLLOWS--
 FX0411'
 FX0411'STATION IS LOCATED OPPOSITE THE PORTSMOUTH-CHESAPEAKE AIRPORT, 52.4
 FX0411'FT. SOUTH OF THE S. EDGE OF PAVEMENT OF U. S. HWY. 58/460, AND 235
 FX0411'FT. W. S. W. OF THE W. EDGE OF BISCOE ST. (E. S. E. EXTENSION OF
 FX0411'AIRPORT ENTRANCE ROAD), 35.5 FT. NORTH OF THE N. RAIL OF THE
 FX0411'NORFOLK AND WESTERN RR, 18 FT. S. W. OF A 15 INCH PINE TREE AND 3
 FX0411'FT. SOUTH OF A U. S. C. AND G. S. WITNESS POST.  MARK PROJECTS 2
 FX0411'INCHES.
 FX0411'
 FX0411'RM 2 IS 71.02 FT. EAST OF THE STATION AND 12.5 FT. OF A
 FX0411'TELEPHONE POLE.  MARK IS FLUSH WITH THE GROUND.
 FX0411'
 FX0411'COUNTY ROAD 812 NO LONGER EXISTS.
 FX0411'
 FX0411'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. E. OF SUFFOLK, ON THE
 FX0411'NORFOLK AND WESTERN RR.
 FX0411
 FX0411                          STATION RECOVERY (1978)
 FX0411
 FX0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0411'RECOVERED IN GOOD CONDITION.
 FX0411
 FX0411                          STATION RECOVERY (2001)
 FX0411
 FX0411'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 FX0411'BELIEVED DESTROYED
 FX0411
 FX0411                          STATION RECOVERY (2006)
 FX0411
 FX0411'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (JLB)
 FX0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1341 ***********************************************************************
 FW1341  DESIGNATION -  ALL
 FW1341  PID         -  FW1341
 FW1341  STATE/COUNTY-  VA/ACCOMACK
 FW1341  USGS QUAD   -  TANGIER ISLAND (1968)
 FW1341
 FW1341                         *CURRENT SURVEY CONTROL
 FW1341  ___________________________________________________________________
 FW1341* NAD 83(1993)-  37 52 03.03395(N)    075 53 34.95657(W)     ADJUSTED  
 FW1341* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1341  ___________________________________________________________________
 FW1341  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FW1341  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 FW1341
 FW1341  HORZ ORDER  -  THIRD
 FW1341
 FW1341.The horizontal coordinates were established by classical geodetic methods
 FW1341.and adjusted by the National Geodetic Survey in November 1994..
 FW1341
 FW1341.The orthometric height was scaled from a topographic map.
 FW1341
 FW1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1341
 FW1341.The geoid height was determined by GEOID03.
 FW1341
 FW1341;                    North         East     Units Scale Factor Converg.
 FW1341;SPC VA S     - 1,173,426.764 3,729,353.785   MT  0.99998341   +1 34 56.0
 FW1341;SPC VA S     - 3,849,817.64 12,235,388.21   sFT  0.99998341   +1 34 56.0
 FW1341;SPC MD       -    22,885.578   497,409.053   MT  1.00010334   +0 41 41.1
 FW1341;SPC MD       -    75,083.77  1,631,916.20   sFT  1.00010334   +0 41 41.1
 FW1341;UTM  18      - 4,191,490.860   421,451.523   MT  0.99967599   -0 32 53.6
 FW1341
 FW1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1341!SPC VA S     -   1.00000571  x   0.99998341  =   0.99998912
 FW1341!SPC MD       -   1.00000571  x   1.00010334  =   1.00010905
 FW1341!UTM  18      -   1.00000571  x   0.99967599  =   0.99968170
 FW1341
 FW1341|---------------------------------------------------------------------|
 FW1341| PID    Reference Object                     Distance      Geod. Az  |
 FW1341|                                                           dddmmss.s |
 FW1341| DC7782 ALL RM 1                             29.940 METERS 13456     |
 FW1341| FW1342 POCO                                APPROX. 8.2 KM 1781901.9 |
 FW1341| DC7783 ALL RM 2                             29.910 METERS 21804     |
 FW1341|---------------------------------------------------------------------|
 FW1341
 FW1341                          SUPERSEDED SURVEY CONTROL
 FW1341
 FW1341  NAD 83(1993)-  37 52 03.03504(N)    075 53 34.96640(W) AD(       ) 3
 FW1341  NAD 83(1986)-  37 52 03.03261(N)    075 53 34.98246(W) AD(       ) 3
 FW1341  NAD 27      -  37 52 02.58800(N)    075 53 36.21100(W) AD(       ) 3
 FW1341
 FW1341.Superseded values are not recommended for survey control.
 FW1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1341.See file dsdata.txt to determine how the superseded data were derived.
 FW1341
 FW1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2145291491(NAD 83)
 FW1341_MARKER: DD = SURVEY DISK
 FW1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1341
 FW1341  HISTORY     - Date     Condition        Report By
 FW1341  HISTORY     - 1952     MONUMENTED       CGS
 FW1341  HISTORY     - 1956     GOOD             CGS
 FW1341  HISTORY     - 1957     GOOD             CGS
 FW1341
 FW1341                          STATION DESCRIPTION
 FW1341
 FW1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JHB)
 FW1341'STATION IS LOCATED ON THE NE POINT OF THE S OF TWO ISLANDS ON THE
 FW1341'E SIDE OF TANGIER SOUND KNOWN AS LITTLE FOX ISLAND.  IT IS
 FW1341'APPROXIMATELY 20 METERS FROM HIGH-WATER LINE ON THE N SIDE OF
 FW1341'THE ISLAND AND 30 METERS W OF THE HIGH-WATER LINE ON THE E SIDE.
 FW1341'
 FW1341'STATION IS MARKED WITH A STANDARD HYDROGRAPHIC STATION DISK,
 FW1341'STAMPED ALL 1942, SET IN THE TOP OF A CIRCULAR CONCRETE POST
 FW1341'EXTENDING 6 INCHES ABOVE THE GROUND.
 FW1341'
 FW1341'REFERENCE MARKS ARE STANDARD REFERENCE-MARK DISKS, STAMPED
 FW1341'NO 1 1952 AND NO 2 1952, SET IN CONCRETE-FILLED TERRA COTTA
 FW1341'PIPES EXTENDING ABOUT 4 INCHES ABOVE THE SURFACE.
 FW1341
 FW1341                          STATION RECOVERY (1956)
 FW1341
 FW1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LGT)
 FW1341'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION
 FW1341'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--THE STATION IS
 FW1341'APPROXIMATELY 15 M. FROM THE MEAN HIGH-WATERLINE ON THE N SIDE
 FW1341'OF THE ISLAND, AND 40 M. W OF THE MEAN HIGH-WATERLINE ON THE E
 FW1341'SIDE OF THE ISLAND.
 FW1341'
 FW1341'ALL MARKS WERE FOUND AS DESCRIBED IN 1952.
 FW1341
 FW1341                          STATION RECOVERY (1957)
 FW1341
 FW1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1341'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 FW1341'
 FW1341'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3310 ***********************************************************************
 GX3310  DESIGNATION -  ALLEN FIELD LOOKOUT TOWER
 GX3310  PID         -  GX3310
 GX3310  STATE/COUNTY-  VA/MONTGOMERY
 GX3310  USGS QUAD   -  NEWPORT (1985)
 GX3310
 GX3310                         *CURRENT SURVEY CONTROL
 GX3310  ___________________________________________________________________
 GX3310* NAD 83(1993)-  37 15 48.20808(N)    080 28 02.21366(W)     ADJUSTED  
 GX3310* NAVD 88     -                                                        
 GX3310  ___________________________________________________________________
 GX3310  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 GX3310  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GX3310
 GX3310  HORZ ORDER  -  THIRD
 GX3310
 GX3310.The horizontal coordinates were established by classical geodetic methods
 GX3310.and adjusted by the National Geodetic Survey in September 1995..
 GX3310
 GX3310
 GX3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3310
 GX3310.The geoid height was determined by GEOID03.
 GX3310
 GX3310;                    North         East     Units Scale Factor Converg.
 GX3310;SPC VA S     - 1,105,030.761 3,325,516.712   MT  0.99994704   -1 11 38.4
 GX3310;SPC VA S     - 3,625,421.76 10,910,466.08   sFT  0.99994704   -1 11 38.4
 GX3310;UTM  17      - 4,124,224.815   547,235.378   MT  0.99962748   +0 19 21.2
 GX3310
 GX3310                          SUPERSEDED SURVEY CONTROL
 GX3310
 GX3310  NAD 83(1993)-  37 15 48.20930(N)    080 28 02.21367(W) AD(       ) 4
 GX3310  NAD 83(1986)-  37 15 48.21203(N)    080 28 02.21690(W) AD(       ) 4
 GX3310  NAD 27      -  37 15 47.75209(N)    080 28 03.02952(W) AD(       ) 3
 GX3310
 GX3310.Superseded values are not recommended for survey control.
 GX3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3310.See file dsdata.txt to determine how the superseded data were derived.
 GX3310
 GX3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB4723524225(NAD 83)
 GX3310_MARKER: 57 = LOOKOUT TOWER
 GX3310
 GX3310  HISTORY     - Date     Condition        Report By
 GX3310  HISTORY     - 1964     FIRST OBSERVED   CGS
 GX3310
 GX3310                          STATION DESCRIPTION
 GX3310
 GX3310'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3310'THE STATION IS LOCATED ON BRUSHY MOUNTAIN IN THE JEFFERSON
 GX3310'NATIONAL FOREST, ABOUT 3 MILES NORTHWEST OF BLACKSBURG.
 GX3310'
 GX3310'THE STATION IS A FOUR LEGGED, WOOD CONSTRUCTED TOWER WITH
 GX3310'A FRAME CABIN MOUNTED ON THE TOP.  IT IS 50 FOOT IN HEIGHT.
 GX3310'
 GX3310'TO REACH THE STATION FROM THE POST OFFICE IN BLACKSBURG,
 GX3310'GO NORTHERLY ON U.S. HIGHWAY 460 FOR 5.65 MILES TO CREST
 GX3310'OF HILL AND TRACK ROAD TO THE LEFT WITH A SIGN ALLEN FIELD
 GX3310'TOWER, JEFFERSON NATIONAL FOREST, TURN LEFT AND GO 2.0 MILES
 GX3310'TO THE STATION.
 GX3310'
 GX3310'THE TOP AND CENTER OF THE CABIN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4489 ***********************************************************************
 GV4489  DESIGNATION -  ALLMOND
 GV4489  PID         -  GV4489
 GV4489  STATE/COUNTY-  VA/GLOUCESTER
 GV4489  USGS QUAD   -  GRESSITT (1986)
 GV4489
 GV4489                         *CURRENT SURVEY CONTROL
 GV4489  ___________________________________________________________________
 GV4489* NAD 83(1993)-  37 23 30.28493(N)    076 39 01.47595(W)     ADJUSTED  
 GV4489* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV4489  ___________________________________________________________________
 GV4489  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV4489  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV4489
 GV4489  HORZ ORDER  -  THIRD
 GV4489
 GV4489.The horizontal coordinates were established by classical geodetic methods
 GV4489.and adjusted by the National Geodetic Survey in September 1995..
 GV4489
 GV4489.The orthometric height was scaled from a topographic map.
 GV4489
 GV4489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4489
 GV4489.The geoid height was determined by GEOID03.
 GV4489
 GV4489;                    North         East     Units Scale Factor Converg.
 GV4489;SPC VA S     - 1,119,061.525 3,663,767.231   MT  0.99994549   +1 07 21.2
 GV4489;SPC VA S     - 3,671,454.35 12,020,209.66   sFT  0.99994549   +1 07 21.2
 GV4489;UTM  18      - 4,139,609.416   353,904.445   MT  0.99986292   -1 00 08.7
 GV4489
 GV4489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4489!SPC VA S     -   1.00000432  x   0.99994549  =   0.99994981
 GV4489!UTM  18      -   1.00000432  x   0.99986292  =   0.99986724
 GV4489
 GV4489|---------------------------------------------------------------------|
 GV4489| PID    Reference Object                     Distance      Geod. Az  |
 GV4489|                                                           dddmmss.s |
 GV4489| DC8928 ALLMOND RM 1                         18.300 METERS 08154     |
 GV4489| DC8929 ALLMOND RM 2                         29.870 METERS 11526     |
 GV4489| GV4465 CAPAHOSIC                           APPROX. 2.7 KM 1391338.3 |
 GV4489| GV4491 ALMONDSVILLE POST LIGHT             APPROX. 0.6 KM 2582807.9 |
 GV4489| GV4502 RED BEACON 4                        APPROX. 4.7 KM 3114143.0 |
 GV4489| GV4514 WATCH BOX                           APPROX. 1.1 KM 3184240.6 |
 GV4489|---------------------------------------------------------------------|
 GV4489
 GV4489                          SUPERSEDED SURVEY CONTROL
 GV4489
 GV4489  NAD 83(1993)-  37 23 30.28532(N)    076 39 01.47987(W) AD(       ) 3
 GV4489  NAD 83(1986)-  37 23 30.28810(N)    076 39 01.49753(W) AD(       ) 3
 GV4489  NAD 27      -  37 23 29.77000(N)    076 39 02.66000(W) AD(       ) 3
 GV4489
 GV4489.Superseded values are not recommended for survey control.
 GV4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4489.See file dsdata.txt to determine how the superseded data were derived.
 GV4489
 GV4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5390439609(NAD 83)
 GV4489_MARKER: I = METAL ROD
 GV4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4489
 GV4489  HISTORY     - Date     Condition        Report By
 GV4489  HISTORY     - 1911     MONUMENTED       CGS
 GV4489  HISTORY     - 1932     SEE DESCRIPTION  VACF
 GV4489  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4489  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4489
 GV4489                          STATION DESCRIPTION
 GV4489
 GV4489'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4489'STATION IS ON BEACH 237.8 METERS BELOW CENTER OF ALLMONDS
 GV4489'WHARF (MEASURED ALONG THE BEACH).  ON TOP OF SAND RIDGE 4
 GV4489'METERS BACK OF HIGH WATER AND 3 METERS FROM FOOT OF BANK,
 GV4489'AT EDGE OF GRASS AND SAND.
 GV4489'
 GV4489'STATION IS MARKED BY A CEMENT BLOCK 24 BY 8 BY 8 INCHES STANDING
 GV4489'AN INCH ABOVE SURFACE AND BEARING A DEPRESSED TRIANGLE CAST
 GV4489'IN CENTER, THE POINT BEING THE CENTER OF THE END OF AN IRON
 GV4489'ROD SHOWING AT SURFACE OF CEMENT IN CENTER OF THIS TRIANGLE.
 GV4489'
 GV4489'SUBSURFACE MARK IS TOP OF 1/2 POUND YEAST POWDER BOTTLE.
 GV4489'
 GV4489'REFERENCE MARK NO. 1 IS A TRIANGLE CUT ON LIME TREE IN RAVINE
 GV4489'2 METERS NE OF FENCE, POINT MARKED BY NAIL, DISTANCE (DIRECT)
 GV4489'18.30 METERS ON LINE 302 DEG 39 MIN 59 SEC TO RIGHT OF STATION
 GV4489'CAPAHOSIC.
 GV4489'
 GV4489'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 24 BY 8 BY 8 INCHES
 GV4489'STANDING 1-INCH ABOVE SURFACE, BEARING A BRASS PLATE WITH
 GV4489'CROSS FOR CENTER, ON TOP OF BANK 1-FOOT NE OF FENCE DISTANT
 GV4489'(DIRECT) 29.8 METERS ON LINE 336 DEG 12 MIN 00 SEC TO RIGHT
 GV4489'OF LINE TO STATION CAPAHOSIC.
 GV4489
 GV4489                          STATION RECOVERY (1932)
 GV4489
 GV4489'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4489'WASHED OUT, SEE STATION ALLMOND 2.  MARKER RECOVERED.
 GV4489
 GV4489                          STATION RECOVERY (1997)
 GV4489
 GV4489'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4489'MARK NOT FOUND.
 GV4489
 GV4489                          STATION RECOVERY (2002)
 GV4489
 GV4489'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4490 ***********************************************************************
 GV4490  DESIGNATION -  ALLMOND 2
 GV4490  PID         -  GV4490
 GV4490  STATE/COUNTY-  VA/GLOUCESTER
 GV4490  USGS QUAD   -  GRESSITT (1986)
 GV4490
 GV4490                         *CURRENT SURVEY CONTROL
 GV4490  ___________________________________________________________________
 GV4490* NAD 83(1993)-  37 23 27.21140(N)    076 38 57.37271(W)     ADJUSTED  
 GV4490* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 GV4490  ___________________________________________________________________
 GV4490  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV4490  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 GV4490
 GV4490  HORZ ORDER  -  SECOND
 GV4490
 GV4490.The horizontal coordinates were established by classical geodetic methods
 GV4490.and adjusted by the National Geodetic Survey in September 1995..
 GV4490
 GV4490.The orthometric height was scaled from a topographic map.
 GV4490
 GV4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4490
 GV4490.The geoid height was determined by GEOID03.
 GV4490
 GV4490;                    North         East     Units Scale Factor Converg.
 GV4490;SPC VA S     - 1,118,968.772 3,663,869.995   MT  0.99994548   +1 07 23.7
 GV4490;SPC VA S     - 3,671,150.05 12,020,546.81   sFT  0.99994548   +1 07 23.7
 GV4490;UTM  18      - 4,139,512.924   354,003.691   MT  0.99986256   -1 00 06.1
 GV4490
 GV4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4490!SPC VA S     -   1.00000463  x   0.99994548  =   0.99995011
 GV4490!UTM  18      -   1.00000463  x   0.99986256  =   0.99986719
 GV4490
 GV4490:                Primary Azimuth Mark                     Grid Az
 GV4490:SPC VA S     -  ALLMOND 2 AZ MK                          008 32 50.9
 GV4490:UTM  18      -  ALLMOND 2 AZ MK                          010 40 20.7
 GV4490
 GV4490|---------------------------------------------------------------------|
 GV4490| PID    Reference Object                     Distance      Geod. Az  |
 GV4490|                                                           dddmmss.s |
 GV4490| DC8930 ALLMOND 2 AZ MK                                    0094014.6 |
 GV4490| DC8931 ALLMOND 2 RM 1                        5.224 METERS 16807     |
 GV4490| DC8932 ALLMOND 2 RM 2                        4.622 METERS 30032     |
 GV4490| DC6071 ALLMOND RM                                         31751     |
 GV4490|---------------------------------------------------------------------|
 GV4490
 GV4490                          SUPERSEDED SURVEY CONTROL
 GV4490
 GV4490  NAD 83(1993)-  37 23 27.21181(N)    076 38 57.37697(W) AD(       ) 2
 GV4490  NAD 83(1986)-  37 23 27.21474(N)    076 38 57.39461(W) AD(       ) 2
 GV4490  NAD 27      -  37 23 26.70000(N)    076 38 58.55900(W) AD(       ) 2
 GV4490
 GV4490.Superseded values are not recommended for survey control.
 GV4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4490.See file dsdata.txt to determine how the superseded data were derived.
 GV4490
 GV4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5400439513(NAD 83)
 GV4490_MARKER: I = METAL ROD
 GV4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4490
 GV4490  HISTORY     - Date     Condition        Report By
 GV4490  HISTORY     - 1932     MONUMENTED       VACF
 GV4490  HISTORY     - 1942     GOOD             CGS
 GV4490  HISTORY     - 1944     GOOD             CGS
 GV4490  HISTORY     - 1952     GOOD             CGS
 GV4490  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4490  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4490
 GV4490                          STATION DESCRIPTION
 GV4490
 GV4490'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4490'NEAR THE EDGE OF A HIGH BLUFF, WHICH AT THIS TIME DOES NOT
 GV4490'SHOW ANY TENDENCY TO WASH, MARKED BY THE OLD COAST SURVEY
 GV4490'MARKER OF STATION ALLMOND 2 WHICH HAS WASHED AWAY SOME YEARS
 GV4490'AGO, LEAVING THE MARKER ON THE SHORE.  THE OLD REFERENCE
 GV4490'MARKER ON TOP OF THE BLUFF, UP THE RIVER AND ACROSS A RAVINE
 GV4490'FROM THE NEW STATION IS IN GOOD SHAPE.
 GV4490'
 GV4490'THE COMPUTED DISTANCE FROM THIS MARKER TO THE NEW STATION
 GV4490'IS 365.29 FEET.
 GV4490
 GV4490                          STATION RECOVERY (1942)
 GV4490
 GV4490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4490'STATION AND THE OLD REFERENCE MARK WERE RECOVERED AND FOUND
 GV4490'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GV4490'
 GV4490'THE STATION IS ABOUT 7 MILES WSW OF GLOUCESTER, ON THE NE
 GV4490'BANK OF THE YORK RIVER ABOUT 20 FEET ABOVE THE WATER AND ON
 GV4490'LAND OWNED BY C.C. ALLMOND.  IT IS ABOUT 100 YARDS SE OF
 GV4490'A 2-STORY HOUSE, 18 FEET NE OF THE RIVER BANK, AND 62 FEET
 GV4490'N BY E OF A 2-FOOT LONE OAK TREE.  IT IS THE CENTER OF A
 GV4490'HALF INCH ROD PROJECTING 1/2-INCH IN THE CENTER OF A CONCRETE
 GV4490'POST 8 INCHES SQUARE, 24 INCHES LONG, AND PROJECTING 1 INCH
 GV4490'ABOVE THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS
 GV4490'THE TOP OF A 1/2 POUND YEAST POWDER BOTTLE.
 GV4490'
 GV4490'THE OLD REFERENCE MARK, A STANDARD DISK IN CONCRETE.
 GV4490'IS 9 FEET NE OF THE RIVER BANK, 50
 GV4490'FEET W OF A 3-FOOT TREE AND 190 FEET SW OF THE NW CORNER
 GV4490'OF A HOUSE.  IT IS NOT STAMPED.
 GV4490'
 GV4490'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED
 GV4490'AS FOLLOWS--
 GV4490'
 GV4490'REFERENCE MARK NO. 1, A STANDARD DISK IN CONCRETE.
 GV4490'IS 9 FEET NE OF THE RIVER BANK AND 32 FEET NW
 GV4490'OF A 2-FOOT LONE OAK TREE.  IT IS STAMPED ALLMOND 2 NO. 1
 GV4490'1942 AND PROJECTS 3 INCHES.
 GV4490'
 GV4490'REFERENCE MARK NO. 2, A STANDARD DISK IN CONCRETE.
 GV4490'IS 14 FEET NE OF THE RIVER BANK AND 62 FEET
 GV4490'NW OF A 2-FOOT LINE OAK TREE.  IT IS STAMPED ALLMOND 2 NO. 2
 GV4490'1942 AND PROJECTS 3 INCHES.
 GV4490'
 GV4490'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE.
 GV4490'IS 1 FOOT E OF A TELEPHONE POLE, 16 FEET SW
 GV4490'OF THE CENTER OF THE PAVED HIGHWAY AND 22 FEET SE OF THE
 GV4490'CENTER OF A DRIVEWAY LEADING SW.  IT IS STAMPED ALLMOND 2
 GV4490'1942 AND PROJECTS 3 INCHES.  TO REACH FROM THE HOUSE 100
 GV4490'YARDS NW OF THE STATION, GO NE ON HOUSE DRIVEWAY, 0.1 MILE
 GV4490'TO GRAVEL ROAD, TURN LEFT AND GO 0.1 MILE TO PAVED ROAD,
 GV4490'TURN RIGHT AND GO 0.2 MILE TO A DRIVEWAY ON THE LEFT AND
 GV4490'THE MARK.
 GV4490'
 GV4490'TO REACH THE STATION FROM THE GLOUCESTER COURTHOUSE, GO N
 GV4490'ON U.S. HIGHWAY 17 FOR 3.05 MILES TO PAVED CROSSROADS, TURN
 GV4490'LEFT ON STATE HIGHWAY 217 AND FOLLOW PAVED ROAD FOR 4.75
 GV4490'MILES TO A GRAVEL SIDE ROAD LEFT (AT SIGN ROADS ENDS 0.15
 GV4490'MILE) TURN LEFT AND GO 0.1 MILE TO A DRIVEWAY RIGHT, TURN
 GV4490'RIGHT AND GO 0.1 MILE TO A 2-STORY YELLOW HOUSE.
 GV4490'
 GV4490'STATION IS ABOUT 100 YARDS SE OF THE HOUSE ON THE RIVER BANK.
 GV4490
 GV4490                          STATION RECOVERY (1944)
 GV4490
 GV4490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4490'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV4490
 GV4490                          STATION RECOVERY (1952)
 GV4490
 GV4490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4490'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GV4490'DESCRIPTION COMPLETE AND ADEQUATE.
 GV4490
 GV4490                          STATION RECOVERY (1997)
 GV4490
 GV4490'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4490'MARK NOT FOUND.
 GV4490
 GV4490                          STATION RECOVERY (2002)
 GV4490
 GV4490'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4209 ***********************************************************************
 GV4209  DESIGNATION -  ALMA VFC 1937
 GV4209  PID         -  GV4209
 GV4209  STATE/COUNTY-  VA/MATHEWS
 GV4209  USGS QUAD   -  MATHEWS (1965)
 GV4209
 GV4209                         *CURRENT SURVEY CONTROL
 GV4209  ___________________________________________________________________
 GV4209* NAD 83(1993)-  37 23 18.82808(N)    076 20 02.49887(W)     ADJUSTED  
 GV4209* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4209  ___________________________________________________________________
 GV4209  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 GV4209  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 GV4209
 GV4209  HORZ ORDER  -  THIRD
 GV4209
 GV4209.The horizontal coordinates were established by classical geodetic methods
 GV4209.and adjusted by the National Geodetic Survey in September 1995..
 GV4209
 GV4209.The orthometric height was scaled from a topographic map.
 GV4209
 GV4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4209
 GV4209.The geoid height was determined by GEOID03.
 GV4209
 GV4209;                    North         East     Units Scale Factor Converg.
 GV4209;SPC VA S     - 1,119,304.214 3,691,784.061   MT  0.99994547   +1 18 52.5
 GV4209;SPC VA S     - 3,672,250.58 12,112,128.21   sFT  0.99994547   +1 18 52.5
 GV4209;UTM  18      - 4,138,813.262   381,907.375   MT  0.99977178   -0 48 36.5
 GV4209
 GV4209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4209!SPC VA S     -   1.00000554  x   0.99994547  =   0.99995101
 GV4209!UTM  18      -   1.00000554  x   0.99977178  =   0.99977732
 GV4209
 GV4209:                Primary Azimuth Mark                     Grid Az
 GV4209:SPC VA S     -  WARE VFC 1937                            182 44 41.3
 GV4209:UTM  18      -  WARE VFC 1937                            184 52 10.3
 GV4209
 GV4209|---------------------------------------------------------------------|
 GV4209| PID    Reference Object                     Distance      Geod. Az  |
 GV4209|                                                           dddmmss.s |
 GV4209| GV4265 WARE VFC 1937                       APPROX. 0.9 KM 1840333.8 |
 GV4209|---------------------------------------------------------------------|
 GV4209
 GV4209                          SUPERSEDED SURVEY CONTROL
 GV4209
 GV4209  NAD 83(1993)-  37 23 18.82745(N)    076 20 02.49854(W) AD(       ) 3
 GV4209  NAD 83(1986)-  37 23 18.83718(N)    076 20 02.52714(W) AD(       ) 3
 GV4209  NAD 27      -  37 23 18.32700(N)    076 20 03.73300(W) AD(       ) 3
 GV4209
 GV4209.Superseded values are not recommended for survey control.
 GV4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4209.See file dsdata.txt to determine how the superseded data were derived.
 GV4209
 GV4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8190738813(NAD 83)
 GV4209_MARKER: U = CONCRETE POST
 GV4209_SETTING: 0 = UNSPECIFIED SETTING
 GV4209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4209
 GV4209  HISTORY     - Date     Condition        Report By
 GV4209  HISTORY     - 1937     MONUMENTED       VACF
 GV4209  HISTORY     - 1944     GOOD             CGS
 GV4209  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV4209  HISTORY     - 1952     GOOD             CGS
 GV4209  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4209
 GV4209                          STATION DESCRIPTION
 GV4209
 GV4209'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4209'STATION IS ABOUT 6 FEET N OF A FENCE, ABOUT 1/4 MILE ABOVE
 GV4209'HOLLERITHS HOUSE, IN A THICK PLACE OF BUSHES.
 GV4209'
 GV4209'STATION IS MARKED BY A CONCRETE MONUMENT.
 GV4209
 GV4209                          STATION RECOVERY (1944)
 GV4209
 GV4209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4209'STATION RECOVERED IN GOOD CONDITION, 4 METERS SE FROM HIGH-WATER
 GV4209'LINE.  THE ORIGINAL DESCRIPTION AND SKETCH ARE CORRECT AND
 GV4209'ADEQUATE FOR PRESENT-DAY RECOVERY.  THE REMAINS OF AN OLD
 GV4209'SIGNAL TOWER OVER THE STATION WILL AID IN THE RECOVERY FOR
 GV4209'SEVERAL YEARS.
 GV4209
 GV4209                          STATION RECOVERY (1944)
 GV4209
 GV4209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV4209'ORIGINAL DESCRIPTION INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 GV4209'TO REACH STATION FROM POST OFFICE AT MATTHEWS, TAKE PAVED HIGHWAY
 GV4209'14 S FOR 3.0 MILES TO DIRT ROAD ON W LEADING TO MOBJACK FARM.
 GV4209'FOLLOW THIS ROAD 0.8 MILE TO RIGHT-ANGLE BEND AT LARGE T-SHAPED
 GV4209'ONE-STORY WHITE HOUSE WITH SCREENED PORCH ON WHOLE LENGTH OF SW
 GV4209'SIDE.  STATION IS ABOUT 350 FEET SW OF HOUSE, 36.5 FEET W OF SW
 GV4209'CORNER OF FIELD, 5 FEET N OF WIRE FENCE AND HEDGE THAT RUNS
 GV4209'E-AND-W ACROSS S EDGE OF FIELD, 8.8 FEET NE OF LAST STEEL POST
 GV4209'ON SAME WIRE FENCE TOWARD ROUND MARSH POINT, 44 FEET E OF ROUND
 GV4209'MARSH POINT.  STATION IS 1-INCH-DIAMETER PIPE IN CONCRETE
 GV4209'BASE, 1 INCH ABOVE GROUND, IN THICK BRUSH.  ORIGINAL WOOD
 GV4209'SURVEY SIGNAL TOWER ABOUT 12 FEET HIGH STILL STANDS.
 GV4209
 GV4209                          STATION RECOVERY (1952)
 GV4209
 GV4209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4209'STATION RECOVERED IN GOOD CONDITION PROJECTING 6 INCHES ABOVE
 GV4209'GROUND, 9 FEET E OF A CORNER STEEL FENCE POST SET IN CONCRETE
 GV4209'ALONG THE MEAN HIGH-WATER LINE, AND 5 FEET N OF THE E-W FENCE.
 GV4209
 GV4209                          STATION RECOVERY (2002)
 GV4209
 GV4209'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2162 ***********************************************************************
 GW2162  DESIGNATION -  ALPHIN 1957
 GW2162  PID         -  GW2162
 GW2162  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2162  USGS QUAD   -  LEXINGTON (1978)
 GW2162
 GW2162                         *CURRENT SURVEY CONTROL
 GW2162  ___________________________________________________________________
 GW2162* NAD 83(1993)-  37 48 47.11600(N)    079 25 28.85726(W)     ADJUSTED  
 GW2162* NAVD 88     -       356.9    (meters)    1171.     (feet)  VERTCON   
 GW2162  ___________________________________________________________________
 GW2162  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GW2162  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2162
 GW2162  HORZ ORDER  -  SECOND
 GW2162
 GW2162.The horizontal coordinates were established by classical geodetic methods
 GW2162.and adjusted by the National Geodetic Survey in November 1994..
 GW2162
 GW2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2162
 GW2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2162
 GW2162.The geoid height was determined by GEOID03.
 GW2162
 GW2162;                    North         East     Units Scale Factor Converg.
 GW2162;SPC VA S     - 1,164,618.186 3,418,580.440   MT  0.99997558   -0 33 40.4
 GW2162;SPC VA S     - 3,820,918.17 11,215,792.66   sFT  0.99997558   -0 33 40.4
 GW2162;UTM  17      - 4,186,245.908   638,663.346   MT  0.99983682   +0 57 57.5
 GW2162
 GW2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2162!SPC VA S     -   0.99994904  x   0.99997558  =   0.99992463
 GW2162!UTM  17      -   0.99994904  x   0.99983682  =   0.99978587
 GW2162
 GW2162:                Primary Azimuth Mark                     Grid Az
 GW2162:SPC VA S     -  LEXINGTON RAD STA WREL MAST              157 40 48.4
 GW2162:UTM  17      -  LEXINGTON RAD STA WREL MAST              156 09 10.5
 GW2162
 GW2162|---------------------------------------------------------------------|
 GW2162| PID    Reference Object                     Distance      Geod. Az  |
 GW2162|                                                           dddmmss.s |
 GW2162| GW2166 LEXINGTON RAD STA WREL MAST         APPROX. 1.5 KM 1570708.0 |
 GW2162|---------------------------------------------------------------------|
 GW2162
 GW2162                          SUPERSEDED SURVEY CONTROL
 GW2162
 GW2162  NAD 83(1986)-  37 48 47.11455(N)    079 25 28.87165(W) AD(       ) 2
 GW2162  NAD 27      -  37 48 46.63630(N)    079 25 29.73310(W) AD(       ) 2
 GW2162  NGVD 29 (07/19/86)  357.1    (m)         1172.     (f) VERT ANG       
 GW2162
 GW2162.Superseded values are not recommended for survey control.
 GW2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2162.See file dsdata.txt to determine how the superseded data were derived.
 GW2162
 GW2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3866386246(NAD 83)
 GW2162_MARKER: DS = TRIANGULATION STATION DISK
 GW2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2162+STABILITY: SURFACE MOTION
 GW2162
 GW2162  HISTORY     - Date     Condition        Report By
 GW2162  HISTORY     - 1957     MONUMENTED       CGS
 GW2162
 GW2162                          STATION DESCRIPTION
 GW2162
 GW2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2162'STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 39
 GW2162'AND ABOUT 2 MILES NORTH-NORTHEAST OF LEXINGTON.
 GW2162'
 GW2162'STATION, STAMPED ALPHIN 1957, PROJECTS ABOUT 4 INCHES, IS 29
 GW2162'FEET NORTH OF A CEDAR TREE, 20 FEET EAST OF THE CENTERLINE OF
 GW2162'STATE HIGHWAY 39, 8 FEET SOUTHEAST OF A TELEPHONE POLE AND 3 FEET
 GW2162'SOUTH OF THE FENCE.
 GW2162'
 GW2162'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 GW2162'STATE HIGHWAY 39 IN THE NORTHERN PART OF LEXINGTON, GO WESTERLY
 GW2162'ON STATE HIGHWAY 39 FOR 1.8 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1608 ***********************************************************************
 GW1608  DESIGNATION -  ALPINE
 GW1608  PID         -  GW1608
 GW1608  STATE/COUNTY-  VA/BOTETOURT
 GW1608  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1608
 GW1608                         *CURRENT SURVEY CONTROL
 GW1608  ___________________________________________________________________
 GW1608* NAD 83(1993)-  37 36 12.11636(N)    079 37 27.02028(W)     ADJUSTED  
 GW1608* NAVD 88     -       440.403  (meters)    1444.89   (feet)  ADJUSTED  
 GW1608  ___________________________________________________________________
 GW1608  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GW1608  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1608  DYNAMIC HT  -         440.051 (meters)    1443.73  (feet)  COMP
 GW1608  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 GW1608
 GW1608  HORZ ORDER  -  THIRD
 GW1608  VERT ORDER  -  SECOND    CLASS 0
 GW1608
 GW1608.The horizontal coordinates were established by classical geodetic methods
 GW1608.and adjusted by the National Geodetic Survey in November 1994..
 GW1608
 GW1608.The orthometric height was determined by differential leveling
 GW1608.and adjusted by the National Geodetic Survey in June 1991..
 GW1608
 GW1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1608
 GW1608.The geoid height was determined by GEOID03.
 GW1608
 GW1608.The dynamic height is computed by dividing the NAVD 88
 GW1608.geopotential number by the normal gravity value computed on the
 GW1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1608.degrees latitude (g = 980.6199 gals.).
 GW1608
 GW1608.The modeled gravity was interpolated from observed gravity values.
 GW1608
 GW1608;                    North         East     Units Scale Factor Converg.
 GW1608;SPC VA S     - 1,141,534.035 3,400,738.682   MT  0.99995385   -0 40 56.2
 GW1608;SPC VA S     - 3,745,182.91 11,157,256.83   sFT  0.99995385   -0 40 56.2
 GW1608;UTM  17      - 4,162,698.924   621,444.689   MT  0.99978167   +0 50 22.6
 GW1608
 GW1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1608!SPC VA S     -   0.99993597  x   0.99995385  =   0.99988982
 GW1608!UTM  17      -   0.99993597  x   0.99978167  =   0.99971765
 GW1608
 GW1608:                Primary Azimuth Mark                     Grid Az
 GW1608:SPC VA S     -  ALPINE AZ MK                             193 06 06.8
 GW1608:UTM  17      -  ALPINE AZ MK                             191 34 48.0
 GW1608
 GW1608|---------------------------------------------------------------------|
 GW1608| PID    Reference Object                     Distance      Geod. Az  |
 GW1608|                                                           dddmmss.s |
 GW1608| GW1605 ALPINE AZ MK                                       1922510.6 |
 GW1608| GW1606 ALPINE RM 2                          13.500 METERS 21351     |
 GW1608| GW2268 PURGATORY LOOKOUT TOWER 1957        APPROX. 7.3 KM 2313451.1 |
 GW1608| GW1607 ALPINE RM 1                          25.722 METERS 26728     |
 GW1608|---------------------------------------------------------------------|
 GW1608
 GW1608                          SUPERSEDED SURVEY CONTROL
 GW1608
 GW1608  NAD 83(1986)-  37 36 12.11658(N)    079 37 27.03422(W) AD(       ) 3
 GW1608  NAD 27      -  37 36 11.63780(N)    079 37 27.89520(W) AD(       ) 3
 GW1608  NGVD 29 (??/??/92)  440.603  (m)         1445.55   (f) ADJ UNCH    2 0
 GW1608
 GW1608.Superseded values are not recommended for survey control.
 GW1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1608.See file dsdata.txt to determine how the superseded data were derived.
 GW1608
 GW1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2144562699(NAD 83)
 GW1608_MARKER: DS = TRIANGULATION STATION DISK
 GW1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1608_STAMPING: ALPINE 1957
 GW1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1608+STABILITY: SURFACE MOTION
 GW1608
 GW1608  HISTORY     - Date     Condition        Report By
 GW1608  HISTORY     - 1957     MONUMENTED       CGS
 GW1608  HISTORY     - 1958     GOOD             NGS
 GW1608  HISTORY     - 1984     GOOD             NGS
 GW1608
 GW1608                          STATION DESCRIPTION
 GW1608
 GW1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW1608'STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF NATURAL
 GW1608'BRIDGE, 6.0 MILES NORTH-NORTHEAST OF BUCKANAN, 0.2 MILE
 GW1608'WEST OF U.S. HIGHWAY 11 AND ON A LOW BARE HILL.
 GW1608'
 GW1608'STATION, STAMPED ALPINE 1957, SET FLUSH WITH THE SURFACE
 GW1608'OF THE GROUND, IS ABOUT 200 FEET EAST OF A LARGE GROVE OF
 GW1608'PINE TREES AND 36 FEET NORTH OF A LARGE OUTCROPPING ROCK.
 GW1608'
 GW1608'R.M. 1, STAMPED ALPINE NO 1 1957, CEMENTED IN A DRILL HOLE
 GW1608'IN A SMALL OUTCROPPING BOULDER ON THE SOUTHWEST SLOPE OF THE
 GW1608'HILL AND IS ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION.
 GW1608'
 GW1608'R.M. 2, STAMPED ALPINE NO 2 1957, CEMENTED IN A DRILL HOLE
 GW1608'IN A BEDROCK THAT IS ABOUT 2 FEET LONG AND 1 FOOT WIDE, ON
 GW1608'THE WEST SLOPE OF THE HILL AND IS ABOUT 3 FEET BELOW THE
 GW1608'ELEVATION OF THE STATION.
 GW1608'
 GW1608'AZIMUTH MARK, STAMPED ALPINE 1957, CEMENTED IN A DRILL HOLE
 GW1608'IN AN OUTCROPPING BEDROCK, IS 10 FEET EAST OF THE CENTERLINE
 GW1608'OF TRACK ROAD LEADING INTO THE PASTURE AND 40 FEET NORTH
 GW1608'OF A CATTLE GUARD.
 GW1608'
 GW1608'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUCKANAN,
 GW1608'GO NORTHERLY ON U.S. HIGHWAY 11 FOR 6.45 MILE TO COUNTY ROUTE
 GW1608'622 ON THE LEFT.  TURN LEFT, GO WEST ON COUNTY ROUTE 622
 GW1608'FOR 0.2 MILE TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT,
 GW1608'GO NORTH ON TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE HILL
 GW1608'AND THE STATION.
 GW1608
 GW1608                          STATION RECOVERY (1958)
 GW1608
 GW1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1608'5.8 MI SW FROM NATURAL BRIDGE.
 GW1608'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW1608'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 0.2 MILE WEST
 GW1608'ALONG COUNTY ROAD NO. 622, THENCE 0.15 MILE NORTH UPHILL TO TOP
 GW1608'OF HILL, NEAR A GROUP OF OUTCROPS, 40.7 FEET NORTH OF RM NO. 2,
 GW1608'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GW1608
 GW1608                          STATION RECOVERY (1984)
 GW1608
 GW1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1605 ***********************************************************************
 GW1605  DESIGNATION -  ALPINE AZ MK
 GW1605  PID         -  GW1605
 GW1605  STATE/COUNTY-  VA/BOTETOURT
 GW1605  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1605
 GW1605                         *CURRENT SURVEY CONTROL
 GW1605  ___________________________________________________________________
 GW1605* NAD 83(1986)-  37 36 02.     (N)    079 37 27.     (W)     SCALED    
 GW1605* NAVD 88     -       414.326  (meters)    1359.33   (feet)  ADJUSTED  
 GW1605  ___________________________________________________________________
 GW1605  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1605  DYNAMIC HT  -         413.995 (meters)    1358.25  (feet)  COMP
 GW1605  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 GW1605
 GW1605  VERT ORDER  -  SECOND    CLASS 0
 GW1605
 GW1605.The horizontal coordinates were scaled from a topographic map and have
 GW1605.an estimated accuracy of +/- 6 seconds.
 GW1605
 GW1605.The orthometric height was determined by differential leveling
 GW1605.and adjusted by the National Geodetic Survey in June 1991..
 GW1605
 GW1605.The geoid height was determined by GEOID03.
 GW1605
 GW1605.The dynamic height is computed by dividing the NAVD 88
 GW1605.geopotential number by the normal gravity value computed on the
 GW1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1605.degrees latitude (g = 980.6199 gals.).
 GW1605
 GW1605.The modeled gravity was interpolated from observed gravity values.
 GW1605
 GW1605;                    North         East    Units  Estimated Accuracy
 GW1605;SPC VA S     - 1,141,220.    3,400,740.      MT  (+/- 180 meters Scaled)
 GW1605
 GW1605                          SUPERSEDED SURVEY CONTROL
 GW1605
 GW1605  NGVD 29 (??/??/92)  414.525  (m)         1359.99   (f) ADJ UNCH    2 0
 GW1605
 GW1605.Superseded values are not recommended for survey control.
 GW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1605.See file dsdata.txt to determine how the superseded data were derived.
 GW1605
 GW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB214623(NAD 83)
 GW1605_MARKER: DZ = AZIMUTH MARK DISK
 GW1605_SETTING: 66 = SET IN ROCK OUTCROP
 GW1605_SP_SET: OUTCROP
 GW1605_STAMPING: ALPINE 1957
 GW1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1605+STABILITY: POSITION/ELEVATION WELL
 GW1605
 GW1605  HISTORY     - Date     Condition        Report By
 GW1605  HISTORY     - 1957     MONUMENTED       CGS
 GW1605  HISTORY     - 1958     GOOD             NGS
 GW1605
 GW1605                          STATION DESCRIPTION
 GW1605
 GW1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1605'5.7 MI SW FROM NATURAL BRIDGE.
 GW1605'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW1605'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 0.2 MILE WEST
 GW1605'ALONG COUNTY ROAD NO. 622, ON THE TOP OF A 2-BY-3-FOOT OUTCROP
 GW1605'PROJECTING 1/2-FOOT ABOVE THE GROUND, 102 FEET NORTH OF THE
 GW1605'CENTER LINE OF THE COUNTY ROAD, 85 FEET NORTH OF THE CENTER OF
 GW1605'A CATTLE GUARD, 69 FEET WEST OF A FENCE LINE AND ABOUT 10 FEET
 GW1605'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1607 ***********************************************************************
 GW1607  DESIGNATION -  ALPINE RM 1
 GW1607  PID         -  GW1607
 GW1607  STATE/COUNTY-  VA/BOTETOURT
 GW1607  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1607
 GW1607                         *CURRENT SURVEY CONTROL
 GW1607  ___________________________________________________________________
 GW1607* NAD 83(1986)-  37 36 11.     (N)    079 37 26.     (W)     SCALED    
 GW1607* NAVD 88     -       438.426  (meters)    1438.40   (feet)  ADJUSTED  
 GW1607  ___________________________________________________________________
 GW1607  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1607  DYNAMIC HT  -         438.076 (meters)    1437.25  (feet)  COMP
 GW1607  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 GW1607
 GW1607  VERT ORDER  -  SECOND    CLASS 0
 GW1607
 GW1607.The horizontal coordinates were scaled from a topographic map and have
 GW1607.an estimated accuracy of +/- 6 seconds.
 GW1607
 GW1607.The orthometric height was determined by differential leveling
 GW1607.and adjusted by the National Geodetic Survey in June 1991..
 GW1607
 GW1607.The geoid height was determined by GEOID03.
 GW1607
 GW1607.The dynamic height is computed by dividing the NAVD 88
 GW1607.geopotential number by the normal gravity value computed on the
 GW1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1607.degrees latitude (g = 980.6199 gals.).
 GW1607
 GW1607.The modeled gravity was interpolated from observed gravity values.
 GW1607
 GW1607;                    North         East    Units  Estimated Accuracy
 GW1607;SPC VA S     - 1,141,500.    3,400,760.      MT  (+/- 180 meters Scaled)
 GW1607
 GW1607                          SUPERSEDED SURVEY CONTROL
 GW1607
 GW1607  NGVD 29 (??/??/92)  438.625  (m)         1439.06   (f) ADJ UNCH    2 0
 GW1607
 GW1607.Superseded values are not recommended for survey control.
 GW1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1607.See file dsdata.txt to determine how the superseded data were derived.
 GW1607
 GW1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB214626(NAD 83)
 GW1607_MARKER: DR = REFERENCE MARK DISK
 GW1607_SETTING: 66 = SET IN ROCK OUTCROP
 GW1607_SP_SET: OUTCROP
 GW1607_STAMPING: ALPINE NO 1 1957
 GW1607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1607+STABILITY: POSITION/ELEVATION WELL
 GW1607
 GW1607  HISTORY     - Date     Condition        Report By
 GW1607  HISTORY     - 1957     MONUMENTED       CGS
 GW1607  HISTORY     - 1985     GOOD             NGS
 GW1607
 GW1607                          STATION DESCRIPTION
 GW1607
 GW1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GW1607'5.8 MI SW FROM NATURAL BRIDGE.
 GW1607'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW1607'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 0.2 MILE WEST
 GW1607'ALONG COUNTY ROAD NO. 622, THENCE 0.15 MILE NORTH UPHILL TO TOP
 GW1607'OF A HILL, SET ON TOP OF A 1-BY-1-FOOT OUTCROP PROJECTING 6
 GW1607'INCHES ABOVE THE GROUND, 83.9 FEET SOUTHWEST OF THE STATION AND
 GW1607'ABOUT 6 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1606 ***********************************************************************
 GW1606  DESIGNATION -  ALPINE RM 2
 GW1606  PID         -  GW1606
 GW1606  STATE/COUNTY-  VA/BOTETOURT
 GW1606  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1606
 GW1606                         *CURRENT SURVEY CONTROL
 GW1606  ___________________________________________________________________
 GW1606* NAD 83(1986)-  37 36 11.     (N)    079 37 26.     (W)     SCALED    
 GW1606* NAVD 88     -       439.043  (meters)    1440.43   (feet)  ADJUSTED  
 GW1606  ___________________________________________________________________
 GW1606  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1606  DYNAMIC HT  -         438.693 (meters)    1439.28  (feet)  COMP
 GW1606  MODELED GRAV-     979,818.1   (mgal)                       NAVD 88
 GW1606
 GW1606  VERT ORDER  -  SECOND    CLASS 0
 GW1606
 GW1606.The horizontal coordinates were scaled from a topographic map and have
 GW1606.an estimated accuracy of +/- 6 seconds.
 GW1606
 GW1606.The orthometric height was determined by differential leveling
 GW1606.and adjusted by the National Geodetic Survey in June 1991..
 GW1606
 GW1606.The geoid height was determined by GEOID03.
 GW1606
 GW1606.The dynamic height is computed by dividing the NAVD 88
 GW1606.geopotential number by the normal gravity value computed on the
 GW1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1606.degrees latitude (g = 980.6199 gals.).
 GW1606
 GW1606.The modeled gravity was interpolated from observed gravity values.
 GW1606
 GW1606;                    North         East    Units  Estimated Accuracy
 GW1606;SPC VA S     - 1,141,500.    3,400,760.      MT  (+/- 180 meters Scaled)
 GW1606
 GW1606                          SUPERSEDED SURVEY CONTROL
 GW1606
 GW1606  NGVD 29 (??/??/92)  439.243  (m)         1441.08   (f) ADJ UNCH    2 0
 GW1606
 GW1606.Superseded values are not recommended for survey control.
 GW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1606.See file dsdata.txt to determine how the superseded data were derived.
 GW1606
 GW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB214626(NAD 83)
 GW1606_MARKER: DR = REFERENCE MARK DISK
 GW1606_SETTING: 66 = SET IN ROCK OUTCROP
 GW1606_SP_SET: OUTCROP
 GW1606_STAMPING: ALPINE NO 2 1957
 GW1606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1606+STABILITY: POSITION/ELEVATION WELL
 GW1606
 GW1606  HISTORY     - Date     Condition        Report By
 GW1606  HISTORY     - 1957     MONUMENTED       CGS
 GW1606  HISTORY     - 1958     GOOD             NGS
 GW1606  HISTORY     - 1984     GOOD             NGS
 GW1606
 GW1606                          STATION DESCRIPTION
 GW1606
 GW1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1606'5.8 MI SW FROM NATURAL BRIDGE.
 GW1606'ABOUT 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW1606'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 0.2 MILE WEST
 GW1606'ALONG COUNTY ROAD NO. 622, THENCE 0.15 MILE NORTH UPHILL TO
 GW1606'TOP OF HILL, ON THE TOP OF A 2-BY-2-FOOT OUTCROP PROJECTING 2
 GW1606'FEET ABOVE THE GROUND, 40.7 FEET SOUTH OF THE STATION AND ABOUT
 GW1606'4 FEET LOWER THAN THE STATION.
 GW1606
 GW1606                          STATION RECOVERY (1984)
 GW1606
 GW1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5097 ***********************************************************************
 GV5097  DESIGNATION -  ALPS
 GV5097  PID         -  GV5097
 GV5097  STATE/COUNTY-  VA/CAROLINE
 GV5097  USGS QUAD   -  SPARTA (1985)
 GV5097
 GV5097                         *CURRENT SURVEY CONTROL
 GV5097  ___________________________________________________________________
 GV5097* NAD 83(1993)-  37 59 32.51122(N)    077 10 44.10149(W)     ADJUSTED  
 GV5097* NAVD 88     -        57.15   (+/-2cm)     187.5    (feet)  VERTCON   
 GV5097  ___________________________________________________________________
 GV5097  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5097  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5097
 GV5097  HORZ ORDER  -  SECOND
 GV5097  VERT ORDER  -  THIRD ? (See Below)
 GV5097
 GV5097.The horizontal coordinates were established by classical geodetic methods
 GV5097.and adjusted by the National Geodetic Survey in November 1994..
 GV5097
 GV5097.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5097.The vertical order pertains to the NGVD 29 superseded value.
 GV5097
 GV5097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5097
 GV5097.The geoid height was determined by GEOID03.
 GV5097
 GV5097;                    North         East     Units Scale Factor Converg.
 GV5097;SPC VA N     - 2,036,986.774 3,616,042.857   MT  1.00000748   +0 49 28.2
 GV5097;SPC VA N     - 6,683,014.11 11,863,633.94   sFT  1.00000748   +0 49 28.2
 GV5097;SPC VA S     - 1,184,929.909 3,616,042.763   MT  1.00000479   +0 48 06.5
 GV5097;SPC VA S     - 3,887,557.54 11,863,633.63   sFT  1.00000479   +0 48 06.5
 GV5097;UTM  18      - 4,207,207.913   308,665.787   MT  1.00005090   -1 20 30.0
 GV5097
 GV5097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5097!SPC VA N     -   0.99999623  x   1.00000748  =   1.00000371
 GV5097!SPC VA S     -   0.99999623  x   1.00000479  =   1.00000102
 GV5097!UTM  18      -   0.99999623  x   1.00005090  =   1.00004712
 GV5097
 GV5097|---------------------------------------------------------------------|
 GV5097| PID    Reference Object                     Distance      Geod. Az  |
 GV5097|                                                           dddmmss.s |
 GV5097| DC5536 ALPS RM 1                            27.414 METERS 09034     |
 GV5097| GV1350 199 USGS                             14.722 METERS 15752     |
 GV5097| DC5535 ALPS AZ MK                                         1634232.4 |
 GV5097| DC5537 ALPS RM 2                            36.600 METERS 17859     |
 GV5097|---------------------------------------------------------------------|
 GV5097
 GV5097                          SUPERSEDED SURVEY CONTROL
 GV5097
 GV5097  NAD 83(1986)-  37 59 32.51471(N)    077 10 44.11764(W) AD(       ) 2
 GV5097  NAD 27      -  37 59 32.02700(N)    077 10 45.20100(W) AD(       ) 2
 GV5097  NGVD 29 (07/19/86)   57.42   (m)          188.4    (f) LEVELING    3  
 GV5097
 GV5097.Superseded values are not recommended for survey control.
 GV5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5097.See file dsdata.txt to determine how the superseded data were derived.
 GV5097
 GV5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0866607208(NAD 83)
 GV5097_MARKER: DS = TRIANGULATION STATION DISK
 GV5097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5097
 GV5097  HISTORY     - Date     Condition        Report By
 GV5097  HISTORY     - 1941     MONUMENTED       CGS
 GV5097  HISTORY     - 1954     GOOD             AMS
 GV5097  HISTORY     - 1962     GOOD             CGS
 GV5097  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV5097  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV5097
 GV5097                          STATION DESCRIPTION
 GV5097
 GV5097'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5097'STATION IS ABOUT 2.75 MILES E OF SPARTA, AT THE SMALL SETTLEMENT
 GV5097'OF ALPS ON PROPERTY OWNED BY H.S. GOLDEN, AND OCCUPIED BY C.M.
 GV5097'PITTS.  IT IS 55 FEET NW OF THE SW CORNER OF THE COMBINED
 GV5097'STORE AND POST OFFICE, AND 33.5 FEET E OF THE CENTER OF COUNTY
 GV5097'HIGHWAY 630.  IT IS STAMPED ALPS 1941 AND IS FLUSH WITH
 GV5097'THE GROUND.
 GV5097'
 GV5097'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5097'BRONZE DISKS SET IN CONCRETE.
 GV5097'
 GV5097'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 70 FEET NE OF THE
 GV5097'SE CORNER OF THE STORE AND POST OFFICE, AND 13 FEET E OF THE
 GV5097'CENTER OF A FARM ROAD.  IT IS STAMPED ALPS 1941 NO. 1 AND
 GV5097'IS FLUSH WITH THE GROUND.
 GV5097'
 GV5097'REFERENCE MARK NO. 2 IS S OF THE STATION, 27 FEET S OF THE
 GV5097'CENTER OF COUNTY HIGHWAY 630, AND 35 FEET E OF THE CENTER OF
 GV5097'COUNTY HIGHWAY 618.  IT IS STAMPED ALPS 1941 NO. 2 AND PROJECTS
 GV5097'4 INCHES.
 GV5097'
 GV5097'THE AZIMUTH MARK IS ON PROPERTY OWNED BY C.M. PITTS, AND OCCUPIED
 GV5097'BY C.M. BEASLEY.  IT IS 1 FOOT N OF THE NW CORNER OF A BARN,
 GV5097'AND 8 FEET S OF A DIRT ROAD LEADING UP TO THE FARMHOUSE.
 GV5097'IT IS STAMPED ALPS 1941 AND PROJECTS 6 INCHES.
 GV5097'
 GV5097'A DIRECTION AND DISTANCE WERE MEASURED TO A U.S. GEOLOGICAL
 GV5097'SURVEY BENCH MARK.  IT IS SE OF THE STATION, 12 FEET W OF THE
 GV5097'DOOR TO THE ALPS POST OFFICE AND STORE, AND 3 FEET N OF THE
 GV5097'NW CORNER OF THE STORE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 GV5097'STONE PIPE BENCH WITH BRASS CAP, STAMPED 199 FT. 1917, AND
 GV5097'PROJECTS 10 INCHES.
 GV5097'
 GV5097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 GV5097'AND COUNTY HIGHWAY 630 IN THE W EDGE OF SPARTA, GO E ON HIGHWAY
 GV5097'630 FOR 2.9 MILES TO A T-ROAD, TURN RIGHT AND GO 0.05 MILE TO A
 GV5097'SMALL STORE AND POST OFFICE ON THE LEFT AND STATION AS DESCRIBED.
 GV5097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON COUNTY
 GV5097'HIGHWAY 618 FOR 0.15 MILE TO A FARM ROAD LEFT, TURN LEFT
 GV5097'AND GO 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GV5097'
 GV5097'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION WALTER.
 GV5097'
 GV5097'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION REEDY.
 GV5097'
 GV5097'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION MILFORD.
 GV5097'
 GV5097'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION DELOS.
 GV5097'
 GV5097'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION NAULAKLA.
 GV5097'
 GV5097'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5097
 GV5097                          STATION RECOVERY (1954)
 GV5097
 GV5097'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV5097'THE MARK IS A STANDARD TRIANGULATION-STATION DISK, STAMPED
 GV5097'ALPS 1941 AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 GV5097'WITH THE GROUND.  IT IS IN GOOD CONDITION.  THE MARK IS LOCATED
 GV5097'34 FT. E OF THE CENTERLINE OF THE N-S ROAD, 18.5 FT. W OF THE
 GV5097'NW CORNER OF A STORE BUILDING, AND 39.2 FT. NW OF THE SW
 GV5097'CORNER OF THE BUILDING.  THIS STORE BUILDING HAS BEEN ERECTED
 GV5097'SINCE THE DATE OF ESTABLISHMENT OF THE STATION AND REPLACES
 GV5097'A BUILDING WHICH FORMERLY STOOD AT THE SITE.
 GV5097'
 GV5097'THE LINE OF SIGHT TO THE AZIMUTH MARK IS BLOCKED BY AN IRON
 GV5097'AMOCO SIGNPOST.  THE POST CAN BE TILTED OUT OF THE LINE OF SIGHT
 GV5097'BY LOOSENING BOLTS AT THE CONCRETE BASE TO WHICH THE SIGNPOST
 GV5097'IS FASTENED.
 GV5097'
 GV5097'REFERENCE MARKS 1 AND 2 WERE FOUND AND ARE IN GOOD CONDITION.
 GV5097'THE AZIMUTH MARK WAS FOUND WHERE DESCRIBED AND IS IN GOOD
 GV5097'CONDITION.
 GV5097
 GV5097                          STATION RECOVERY (1962)
 GV5097
 GV5097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GV5097'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 GV5097'U.S. GEOLOGICAL SURVEY BENCH MARK WERE FOUND TO BE IN GOOD
 GV5097'CONDITION.  CONSTRUCTION OF A NEW STORE BUILDING AT THE SITE
 GV5097'DESTROYED THE BENCH MARK.
 GV5097
 GV5097                          STATION RECOVERY (1998)
 GV5097
 GV5097'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5097'MARK NOT FOUND.
 GV5097
 GV5097                          STATION RECOVERY (2002)
 GV5097
 GV5097'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5097'STATION RM1 AND RM2 NOT FOUND AZIMUTH FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1064 ***********************************************************************
 GW1064  DESIGNATION -  ALTAVISTA
 GW1064  PID         -  GW1064
 GW1064  STATE/COUNTY-  VA/CAMPBELL
 GW1064  USGS QUAD   -  ALTAVISTA (1978)
 GW1064
 GW1064                         *CURRENT SURVEY CONTROL
 GW1064  ___________________________________________________________________
 GW1064* NAD 83(1986)-  37 06 36.     (N)    079 17 29.     (W)     SCALED    
 GW1064* NAVD 88     -       181.414  (meters)     595.19   (feet)  ADJUSTED  
 GW1064  ___________________________________________________________________
 GW1064  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW1064  DYNAMIC HT  -         181.273 (meters)     594.73  (feet)  COMP
 GW1064  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 GW1064
 GW1064  VERT ORDER  -  FIRST     CLASS II
 GW1064
 GW1064.The horizontal coordinates were scaled from a topographic map and have
 GW1064.an estimated accuracy of +/- 6 seconds.
 GW1064
 GW1064.The orthometric height was determined by differential leveling
 GW1064.and adjusted by the National Geodetic Survey in June 1991..
 GW1064
 GW1064.The geoid height was determined by GEOID03.
 GW1064
 GW1064.The dynamic height is computed by dividing the NAVD 88
 GW1064.geopotential number by the normal gravity value computed on the
 GW1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1064.degrees latitude (g = 980.6199 gals.).
 GW1064
 GW1064.The modeled gravity was interpolated from observed gravity values.
 GW1064
 GW1064;                    North         East    Units  Estimated Accuracy
 GW1064;SPC VA S     - 1,086,490.    3,429,660.      MT  (+/- 180 meters Scaled)
 GW1064
 GW1064                          SUPERSEDED SURVEY CONTROL
 GW1064
 GW1064  NGVD 29 (03/05/92)  181.655  (m)          595.98   (f) ADJUSTED    1 2
 GW1064
 GW1064.Superseded values are not recommended for survey control.
 GW1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1064.See file dsdata.txt to determine how the superseded data were derived.
 GW1064
 GW1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB518084(NAD 83)
 GW1064_MARKER: DS = TRIANGULATION STATION DISK
 GW1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1064_SP_SET: WALL
 GW1064_STAMPING: 595.586 ALTAVISTA 1932
 GW1064_MARK LOGO: CGS   
 GW1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1064
 GW1064  HISTORY     - Date     Condition        Report By
 GW1064  HISTORY     - 1932     MONUMENTED       CGS
 GW1064  HISTORY     - 1964     GOOD             NGS
 GW1064  HISTORY     - 1983     GOOD             NGS
 GW1064  HISTORY     - 20051203 GOOD             USPSQD
 GW1064
 GW1064                          STATION DESCRIPTION
 GW1064
 GW1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1064'AT ALTAVISTA.
 GW1064'AT ALTAVISTA, CAMPBELL COUNTY, ABOUT 70 YARDS SOUTHEAST OF THE
 GW1064'SOUTHERN RAILWAY TRACK, OPPOSITE THE POST OFFICE ON BROAD STREET,
 GW1064'IN THE NORTHWEST WALL OF THE ALTAVISTA PRESBYTERIAN CHURCH, AT
 GW1064'THE WEST CORNER OF THE ENTRANCE LOBBY, AND ABOUT 4 FEET ABOVE THE
 GW1064'GROUND.  A STANDARD DISK, STAMPED 595.986 ALTAVISTA 1932 AND SET
 GW1064'VERTICALLY.
 GW1064
 GW1064                          STATION RECOVERY (1983)
 GW1064
 GW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1064'RECOVERED IN GOOD CONDITION.
 GW1064
 GW1064                          STATION RECOVERY (2005)
 GW1064
 GW1064'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW1064'NEW DIRECTIONS TO STATION--FROM THE INTERSECTION OF BUSINESS US 29 AND
 GW1064'STATE ROAD 43, PROCEED NORTH 0.1 MILE ON MAIN STREET TO BROAD STREET.
 GW1064'TURN LEFT ON BROAD STREET.  ALTAVISTA PRESBYTERIAN CHURCH IS AT THE
 GW1064'END OF THE BLOCK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2193 ***********************************************************************
 GW2193  DESIGNATION -  ALTAVISTA MUNICIPAL STANDPIPE
 GW2193  PID         -  GW2193
 GW2193  STATE/COUNTY-  VA/CAMPBELL
 GW2193  USGS QUAD   -  LYNCH STATION (1984)
 GW2193
 GW2193                         *CURRENT SURVEY CONTROL
 GW2193  ___________________________________________________________________
 GW2193* NAD 83(1993)-  37 07 37.05135(N)    079 17 25.54765(W)     ADJUSTED  
 GW2193* NAVD 88     -                                                        
 GW2193  ___________________________________________________________________
 GW2193  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GW2193  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2193
 GW2193  HORZ ORDER  -  THIRD
 GW2193
 GW2193.The horizontal coordinates were established by classical geodetic methods
 GW2193.and adjusted by the National Geodetic Survey in September 1995..
 GW2193
 GW2193
 GW2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2193
 GW2193.The geoid height was determined by GEOID03.
 GW2193
 GW2193;                    North         East     Units Scale Factor Converg.
 GW2193;SPC VA S     - 1,088,366.008 3,429,763.704   MT  0.99995417   -0 28 47.0
 GW2193;SPC VA S     - 3,570,747.48 11,252,483.09   sFT  0.99995417   -0 28 47.0
 GW2193;UTM  17      - 4,110,324.190   651,863.722   MT  0.99988411   +1 01 55.4
 GW2193
 GW2193                          SUPERSEDED SURVEY CONTROL
 GW2193
 GW2193  NAD 83(1986)-  37 07 37.05938(N)    079 17 25.55635(W) AD(       ) 4
 GW2193  NAD 27      -  37 07 36.53400(N)    079 17 26.48400(W) AD(       ) 3
 GW2193
 GW2193.Superseded values are not recommended for survey control.
 GW2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2193.See file dsdata.txt to determine how the superseded data were derived.
 GW2193
 GW2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5186410324(NAD 83)
 GW2193_MARKER: 52 = STANDPIPE TANK
 GW2193
 GW2193  HISTORY     - Date     Condition        Report By
 GW2193  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2193  HISTORY     - 20051203 GOOD             USPSQD
 GW2193
 GW2193                          STATION DESCRIPTION
 GW2193
 GW2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2193'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE BUSINESS
 GW2193'DISTRICT OF ALTAVISTA.
 GW2193'
 GW2193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW2193'AND STATE HIGHWAY 43 AT THE NORTH END OF A BRIDGE IN ALTAVISTA,
 GW2193'GO NORTHERLY ON U.S. HIGHWAY 29 FOR 0.9 MILE TO A SIDE STREET
 GW2193'LEFT.  TURN LEFT AND GO WESTERLY ON LOLA AVENUE FOR 0.55 MILE TO
 GW2193'A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY ON A PAVED
 GW2193'ROAD FOR 0.3 MILE TO A FORK JUST EAST OF THE NATIONAL GUARD
 GW2193'ARMORY.  TAKE THE RIGHT FORK AND GO NORTHERLY ON A PAVED STREET
 GW2193'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 GW2193'
 GW2193'THE STATION IS A STEEL CYLINDRICAL STRUCTURE, SILVER IN COLOR AND
 GW2193'THE OVER-ALL HEIGHT IS 50 FEET.  THE FOLLOWING IS PAINTED ON THE
 GW2193'TANK IN BLACK LETTERS, 315 FEET ABOVE MAIN ST.  THE POINT
 GW2193'INTERSECTED WAS THE TOP AND CENTER.
 GW2193
 GW2193                          STATION RECOVERY (2005)
 GW2193
 GW2193'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2193'STANDPIPE IS NOW PAINTED LIGHT TAN AND LOCATED ON MELINDA DR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2198 ***********************************************************************
 GW2198  DESIGNATION -  ALTAVISTA STAUNTON FINISH STK
 GW2198  PID         -  GW2198
 GW2198  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2198  USGS QUAD   -  ALTAVISTA (1978)
 GW2198
 GW2198                         *CURRENT SURVEY CONTROL
 GW2198  ___________________________________________________________________
 GW2198* NAD 83(1993)-  37 05 44.28664(N)    079 18 34.20739(W)     ADJUSTED  
 GW2198* NAVD 88     -                                                        
 GW2198  ___________________________________________________________________
 GW2198  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GW2198  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2198
 GW2198  HORZ ORDER  -  THIRD
 GW2198
 GW2198.The horizontal coordinates were established by classical geodetic methods
 GW2198.and adjusted by the National Geodetic Survey in September 1995..
 GW2198
 GW2198
 GW2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2198
 GW2198.The geoid height was determined by GEOID03.
 GW2198
 GW2198;                    North         East     Units Scale Factor Converg.
 GW2198;SPC VA S     - 1,084,904.375 3,428,039.218   MT  0.99995660   -0 29 28.7
 GW2198;SPC VA S     - 3,559,390.44 11,246,825.33   sFT  0.99995660   -0 29 28.7
 GW2198;UTM  17      - 4,106,818.536   650,231.264   MT  0.99987803   +1 01 11.3
 GW2198
 GW2198                          SUPERSEDED SURVEY CONTROL
 GW2198
 GW2198  NAD 83(1986)-  37 05 44.29336(N)    079 18 34.21666(W) AD(       ) 4
 GW2198  NAD 27      -  37 05 43.76935(N)    079 18 35.14050(W) AD(       ) 3
 GW2198
 GW2198.Superseded values are not recommended for survey control.
 GW2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2198.See file dsdata.txt to determine how the superseded data were derived.
 GW2198
 GW2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5023106819(NAD 83)
 GW2198_MARKER: 63 = STACK
 GW2198
 GW2198  HISTORY     - Date     Condition        Report By
 GW2198  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2198  HISTORY     - 20051203 GOOD             USPSQD
 GW2198
 GW2198                          STATION DESCRIPTION
 GW2198
 GW2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2198'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE
 GW2198'BUSINESS DISTRICT OF ALTAVISTA.
 GW2198'
 GW2198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW2198'AND STATE HIGHWAY 43 AT THE NORTH END OF A BRIDGE IN ALTAVISTA,
 GW2198'GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 1.3 MILES TO THE STAUNTON
 GW2198'RIVER FINISHING CO. DIVISION OF KLOPMAN MILL INC. ALTAVISTA PLANT
 GW2198'AND THE STATION ON THE RIGHT.
 GW2198'
 GW2198'THE STATION IS A RED BRICK SMOKESTACK AND THE OVER-ALL HEIGHT
 GW2198'IS 225 FEET.  THE POINT INTERSECTED WAS THE TOP AND CENTER.
 GW2198
 GW2198                          STATION RECOVERY (2005)
 GW2198
 GW2198'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2198'PLANT IS NOW BURLINGTON INDUSTRIES HURT PLANT LOCATED AT 797 MAIN
 GW2198'STREET.  (NOTE-BURLINGTON INDUSTRIES HAS BEEN SOLD AND SOME OF THE
 GW2198'PLANTS HAVE ALREADY CHANGED THEIR NAMES.  MAY SEE A NAME CHANGE HERE
 GW2198'SOON.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2179 ***********************************************************************
 FZ2179  DESIGNATION -  ALTIZER
 FZ2179  PID         -  FZ2179
 FZ2179  STATE/COUNTY-  VA/RUSSELL
 FZ2179  USGS QUAD   -  ELK GARDEN (1991)
 FZ2179
 FZ2179                         *CURRENT SURVEY CONTROL
 FZ2179  ___________________________________________________________________
 FZ2179* NAD 83(1993)-  36 58 09.04788(N)    081 52 40.13924(W)     ADJUSTED  
 FZ2179* NAVD 88     -       865.15   (+/-2cm)    2838.4    (feet)  VERTCON   
 FZ2179  ___________________________________________________________________
 FZ2179  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 FZ2179  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FZ2179
 FZ2179  HORZ ORDER  -  SECOND
 FZ2179  VERT ORDER  -  THIRD ? (See Below)
 FZ2179
 FZ2179.The horizontal coordinates were established by classical geodetic methods
 FZ2179.and adjusted by the National Geodetic Survey in September 1995..
 FZ2179
 FZ2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2179.The vertical order pertains to the NGVD 29 superseded value.
 FZ2179
 FZ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2179
 FZ2179.The geoid height was determined by GEOID03.
 FZ2179
 FZ2179;                    North         East     Units Scale Factor Converg.
 FZ2179;SPC VA S     - 1,075,943.020 3,199,286.976   MT  0.99996942   -2 03 00.3
 FZ2179;SPC VA S     - 3,529,989.72 10,496,327.35   sFT  0.99996942   -2 03 00.3
 FZ2179;UTM  17      - 4,091,813.394   421,862.978   MT  0.99967521   -0 31 40.6
 FZ2179
 FZ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2179!SPC VA S     -   0.99986905  x   0.99996942  =   0.99983847
 FZ2179!UTM  17      -   0.99986905  x   0.99967521  =   0.99954430
 FZ2179
 FZ2179:                Primary Azimuth Mark                     Grid Az
 FZ2179:SPC VA S     -  ALTIZER AZ MK                            010 11 50.9
 FZ2179:UTM  17      -  ALTIZER AZ MK                            008 40 31.2
 FZ2179
 FZ2179|---------------------------------------------------------------------|
 FZ2179| PID    Reference Object                     Distance      Geod. Az  |
 FZ2179|                                                           dddmmss.s |
 FZ2179| FZ1274 ALTIZER AZ MK                                      0080850.6 |
 FZ2179| DC3714 ALTIZER RM 1                          9.954 METERS 06557     |
 FZ2179| DC3715 ALTIZER RM 2                          9.560 METERS 22739     |
 FZ2179|---------------------------------------------------------------------|
 FZ2179
 FZ2179                          SUPERSEDED SURVEY CONTROL
 FZ2179
 FZ2179  NAD 83(1986)-  36 58 09.06247(N)    081 52 40.14377(W) AD(       ) 2
 FZ2179  NAD 27      -  36 58 08.65686(N)    081 52 40.71163(W) AD(       ) 2
 FZ2179  NGVD 29 (07/19/86)  865.26   (m)         2838.8    (f) LEVELING    3  
 FZ2179
 FZ2179.Superseded values are not recommended for survey control.
 FZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2179.See file dsdata.txt to determine how the superseded data were derived.
 FZ2179
 FZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2186391813(NAD 83)
 FZ2179_MARKER: DE = TRAVERSE STATION DISK
 FZ2179_SETTING: 0 = UNSPECIFIED SETTING
 FZ2179
 FZ2179  HISTORY     - Date     Condition        Report By
 FZ2179  HISTORY     - 1963     MONUMENTED       CGS
 FZ2179
 FZ2179                          STATION DESCRIPTION
 FZ2179
 FZ2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ2179'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF RICHLANDS
 FZ2179'AND 12 MILES EAST OF LEBANON ON THE PROPERTY OF MR. W.I. ALTIZER.
 FZ2179'
 FZ2179'TO REACH FROM THE POST OFFICE IN ROSEDALE GO EASTERLY ON U.S.
 FZ2179'HIGHWAY 19 FOR 1.95 MILES TO A SIDE ROAD TO THE RIGHT*,
 FZ2179'TURN RIGHT, UP HILL AND GO 0.3 MILE TO A BOARD GATE, PASS
 FZ2179'THROUGH GATE AND CONTINUE 0.2 MILE ON FARM LANE TO A HOUSE ON
 FZ2179'THE RIGHT, FROM HERE PACK SOUTHEAST UP HILL FOR APPROXIMATELY
 FZ2179'0.3 MILE TO A WIRE FENCE AND STATION.
 FZ2179'
 FZ2179'THE STATION MARK IS 7.5 FEET WEST OF A METAL WITNESS POST,
 FZ2179'6,8 FEET NORTHWEST OF A WOVEN WIRE FENCE AND ABOUT 10 FEET
 FZ2179'NORTHWEST OF CULTIVATED FIELD.  IT IS A STANDARD TRAVERSE DISK
 FZ2179'STAMPED ALTIZER 1963 BRAZED ON TOP OF A 2 INCH GALVANIZED IRON
 FZ2179'PIPE PROJECTING 12 INCHES.
 FZ2179'
 FZ2179'REFERENCE MARK NO. 1 IS 28.8 FEET NORTHEAST OF THE METAL WITNESS
 FZ2179'POST AND 0.6 FEET NORTHWEST OF WOVEN WIRE FENCE.  IT IS A
 FZ2179'STANDARD DISK STAMPED ALTIZER NO 1 1963 BRAZED TO THE TOP OF
 FZ2179'A 2-INCH GALVANIZED PIPE PROJECTING 8 INCHES.
 FZ2179'
 FZ2179'THE AZIMUTH MARK IS 93 FEET NORTH OF THE APPROXIMATE CENTER
 FZ2179'OF U.S. HIGHWAY 19, 74.4 FEET NORTHWEST OF THE WEST CORNER OF A
 FZ2179'CONCRETE CULVERT, 16 FEET NORTH OF THE APPROXIMATE CENTER OF
 FZ2179'AN OLD ROADBED AND 4.7 FEET NORTH OF A METAL WITNESS POST.
 FZ2179'IT IS A STANDARD DISK STAMPED ALTIZER 1963 CEMENTED IN A DRILL
 FZ2179'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 FEET ABOVE
 FZ2179'THE OLD ROADBED.
 FZ2179'
 FZ2179'*TO REACH THE AZIMUTH MARK, CONTINUE 0.4 MILE ON U.S. HIGHWAY
 FZ2179'19 TO THE MARK ON THE LEFT.
 FZ2179'
 FZ2179'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1274 ***********************************************************************
 FZ1274  DESIGNATION -  ALTIZER AZ MK
 FZ1274  PID         -  FZ1274
 FZ1274  STATE/COUNTY-  VA/RUSSELL
 FZ1274  USGS QUAD   -  ELK GARDEN (1991)
 FZ1274
 FZ1274                         *CURRENT SURVEY CONTROL
 FZ1274  ___________________________________________________________________
 FZ1274* NAD 83(1986)-  36 58 37.     (N)    081 52 35.     (W)     SCALED    
 FZ1274* NAVD 88     -       719.387  (meters)    2360.19   (feet)  ADJUSTED  
 FZ1274  ___________________________________________________________________
 FZ1274  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FZ1274  DYNAMIC HT  -         718.736 (meters)    2358.05  (feet)  COMP
 FZ1274  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 FZ1274
 FZ1274  VERT ORDER  -  SECOND    CLASS 0
 FZ1274
 FZ1274.The horizontal coordinates were scaled from a topographic map and have
 FZ1274.an estimated accuracy of +/- 6 seconds.
 FZ1274
 FZ1274.The orthometric height was determined by differential leveling
 FZ1274.and adjusted by the National Geodetic Survey in June 1991..
 FZ1274
 FZ1274.The geoid height was determined by GEOID03.
 FZ1274
 FZ1274.The dynamic height is computed by dividing the NAVD 88
 FZ1274.geopotential number by the normal gravity value computed on the
 FZ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1274.degrees latitude (g = 980.6199 gals.).
 FZ1274
 FZ1274.The modeled gravity was interpolated from observed gravity values.
 FZ1274
 FZ1274;                    North         East    Units  Estimated Accuracy
 FZ1274;SPC VA S     - 1,076,800.    3,199,450.      MT  (+/- 180 meters Scaled)
 FZ1274
 FZ1274                          SUPERSEDED SURVEY CONTROL
 FZ1274
 FZ1274  NGVD 29 (??/??/92)  719.508  (m)         2360.59   (f) ADJ UNCH    2 0
 FZ1274
 FZ1274.Superseded values are not recommended for survey control.
 FZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1274.See file dsdata.txt to determine how the superseded data were derived.
 FZ1274
 FZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA219926(NAD 83)
 FZ1274_MARKER: DZ = AZIMUTH MARK DISK
 FZ1274_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1274_SP_SET: BEDROCK
 FZ1274_STAMPING: ALTIZER 1963
 FZ1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1274+STABILITY: POSITION/ELEVATION WELL
 FZ1274
 FZ1274  HISTORY     - Date     Condition        Report By
 FZ1274  HISTORY     - 1963     MONUMENTED       CGS
 FZ1274
 FZ1274                          STATION DESCRIPTION
 FZ1274
 FZ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1274'2.4 MI NE FROM ROSEDALE.
 FZ1274'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 FZ1274'AT ROSEDALE TO THE MARK SET IN AN OUTCROP OF BEDROCK, 93.0 FEET
 FZ1274'NORTH OF APPROXIMATE CENTER OF HIGHWAY, 74.4 FEET NORTHWEST OF
 FZ1274'NORTHWEST CORNER OF A CONCRETE CULVERT, 16.0 FEET NORTH OF THE
 FZ1274'APPROXIMATE CENTER OF AN OLD ROAD BED, 4.7 FEET NORTH OF A METAL
 FZ1274'WITNESS SIGN, AND IS ABOUT 5.5 FEET ABOVE THE LEVEL OF THE
 FZ1274'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4143 ***********************************************************************
 GV4143  DESIGNATION -  ALUMINUM TANK
 GV4143  PID         -  GV4143
 GV4143  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4143  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4143
 GV4143                         *CURRENT SURVEY CONTROL
 GV4143  ___________________________________________________________________
 GV4143* NAD 83(1993)-  37 00 05.61566(N)    076 26 23.49465(W)     ADJUSTED  
 GV4143* NAVD 88     -                                                        
 GV4143  ___________________________________________________________________
 GV4143  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 GV4143  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 GV4143
 GV4143  HORZ ORDER  -  THIRD
 GV4143
 GV4143.The horizontal coordinates were established by classical geodetic methods
 GV4143.and adjusted by the National Geodetic Survey in September 1995..
 GV4143
 GV4143
 GV4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4143
 GV4143.The geoid height was determined by GEOID03.
 GV4143
 GV4143;                    North         East     Units Scale Factor Converg.
 GV4143;SPC VA S     - 1,076,156.614 3,683,351.945   MT  0.99996567   +1 15 01.3
 GV4143;SPC VA S     - 3,530,690.49 12,084,463.84   sFT  0.99996567   +1 15 01.3
 GV4143;UTM  18      - 4,096,014.354   371,885.818   MT  0.99980220   -0 52 00.0
 GV4143
 GV4143                          SUPERSEDED SURVEY CONTROL
 GV4143
 GV4143  NAD 83(1986)-  37 00 05.62011(N)    076 26 23.52992(W) AD(       ) 4
 GV4143  NAD 27      -  37 00 05.09100(N)    076 26 24.72700(W) AD(       ) 3
 GV4143
 GV4143.Superseded values are not recommended for survey control.
 GV4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4143.See file dsdata.txt to determine how the superseded data were derived.
 GV4143
 GV4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7188696014(NAD 83)
 GV4143_MARKER: 53 = ELEVATED TANK
 GV4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4143+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002
 GV4143
 GV4143  HISTORY     - Date     Condition        Report By
 GV4143  HISTORY     - 1934     FIRST OBSERVED   CGS
 GV4143  HISTORY     - 1938     GOOD             CGS
 GV4143  HISTORY     - 1942     GOOD             CGS
 GV4143  HISTORY     - 1955     GOOD             AMS
 GV4143  HISTORY     - 1960     GOOD             CGS
 GV4143  HISTORY     - 1968     GOOD             CGS
 GV4143  HISTORY     - 20020408 GOOD             USPSQD
 GV4143
 GV4143                          STATION DESCRIPTION
 GV4143
 GV4143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4143'STATION IS THE CENTER OF THE 36 INCH STEEL VENTILATOR ATOP
 GV4143'THE 1,000,000 GALLON WATER TANK OWNED BY THE NEWPORT NEWS
 GV4143'WATERWORKS COMMISSION.  THE POINT IS THE LATHS-CENTER USED BY
 GV4143'THE FABRICATORS.  THE TANK IS LOCATED AT SIXTIETH STREET AND
 GV4143'VIRGINIA AVENUE.
 GV4143
 GV4143                          STATION RECOVERY (1938)
 GV4143
 GV4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4143'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH THE
 GV4143'FOLLOWING ADDITION--
 GV4143'
 GV4143'THE TANK LOCATED AT SIXTIETH STREET AND VIRGINIA AVENUE IS
 GV4143'170 FEET HIGH.
 GV4143
 GV4143                          STATION RECOVERY (1942)
 GV4143
 GV4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4143'RECOVERED AS DESCRIBED.  THE 1934 DESCRIPTION IS ADEQUATE WITH
 GV4143'THE FOLLOWING ADDITIONS--THE TANK LOCATED AT SIXTIETH STREET
 GV4143'AND VIRGINIA AVENUE IS 170 FEET HIGH AND ALUMINUM COLORED.
 GV4143'
 GV4143'THIS WAS CALLED ALUMINUM TANK IN 1942.
 GV4143
 GV4143                          STATION RECOVERY (1955)
 GV4143
 GV4143'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV4143'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4143
 GV4143                          STATION RECOVERY (1960)
 GV4143
 GV4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4143'STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION IS
 GV4143'ADEQUATE AND COMPLETE FOR RECOVERY.  NOTE--THIS TANK IS THE
 GV4143'SAME TANK LISTED AS ALUMINUM TANK 1942.
 GV4143
 GV4143                          STATION RECOVERY (1968)
 GV4143
 GV4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV4143'RECOVERED IN GOOD CONDITION.  THIS TANK IS NOW PAINTED GREEN AND
 GV4143'IS THE SAME STATION AS DUGGER, 1934.  IT IS LOCATED AT 60TH STREET
 GV4143'AND WARWICK BLVD.  HEIGHT OF TANK IS 160 FEET.
 GV4143
 GV4143                          STATION RECOVERY (2002)
 GV4143
 GV4143'RECOVERY NOTE BY US POWER SQUADRON 2002 (CJR)
 GV4143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3111 ***********************************************************************
 HV3111  DESIGNATION -  ALVIS
 HV3111  PID         -  HV3111
 HV3111  STATE/COUNTY-  VA/CAROLINE
 HV3111  USGS QUAD   -  GUINEA (1966)
 HV3111
 HV3111                         *CURRENT SURVEY CONTROL
 HV3111  ___________________________________________________________________
 HV3111* NAD 83(1993)-  38 12 13.51195(N)    077 23 33.18039(W)     ADJUSTED  
 HV3111* NAVD 88     -        69.211  (meters)     227.07   (feet)  ADJUSTED  
 HV3111  ___________________________________________________________________
 HV3111  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HV3111  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV3111  DYNAMIC HT  -          69.169 (meters)     226.93  (feet)  COMP
 HV3111  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 HV3111
 HV3111  HORZ ORDER  -  FIRST
 HV3111  VERT ORDER  -  FIRST     CLASS I
 HV3111
 HV3111.The horizontal coordinates were established by classical geodetic methods
 HV3111.and adjusted by the National Geodetic Survey in November 1994..
 HV3111
 HV3111.The orthometric height was determined by differential leveling
 HV3111.and adjusted by the National Geodetic Survey in June 1991..
 HV3111.WARNING-Repeat measurements at this control monument indicate possible
 HV3111.vertical movement.
 HV3111
 HV3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3111
 HV3111.The geoid height was determined by GEOID03.
 HV3111
 HV3111.The dynamic height is computed by dividing the NAVD 88
 HV3111.geopotential number by the normal gravity value computed on the
 HV3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3111.degrees latitude (g = 980.6199 gals.).
 HV3111
 HV3111.The modeled gravity was interpolated from observed gravity values.
 HV3111
 HV3111;                    North         East     Units Scale Factor Converg.
 HV3111;SPC VA N     - 2,060,200.455 3,596,995.460   MT  0.99997430   +0 41 28.2
 HV3111;SPC VA N     - 6,759,174.33 11,801,142.61   sFT  0.99997430   +0 41 28.2
 HV3111;UTM  18      - 4,231,128.271   290,508.566   MT  1.00014053   -1 28 48.8
 HV3111
 HV3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3111!SPC VA N     -   0.99999424  x   0.99997430  =   0.99996854
 HV3111!UTM  18      -   0.99999424  x   1.00014053  =   1.00013477
 HV3111
 HV3111|---------------------------------------------------------------------|
 HV3111| PID    Reference Object                     Distance      Geod. Az  |
 HV3111|                                                           dddmmss.s |
 HV3111| HV5453 TT NO 3                             322.124 METERS 13619     |
 HV3111| HV5455 TT NO 1                              41.310 METERS 14801     |
 HV3111| HV3112 ALVIS RM 1                           23.291 METERS 20142     |
 HV3111| DC6651 ALVIS AZ MK 2                                      3120526.8 |
 HV3111| HV3113 ALVIS RM 2                           45.170 METERS 31547     |
 HV3111| DC6652 ALVIS RM 3 AZIMUTH                                 3412314.1 |
 HV3111|---------------------------------------------------------------------|
 HV3111
 HV3111                          SUPERSEDED SURVEY CONTROL
 HV3111
 HV3111  NAD 83(1993)-  38 12 13.51388(N)    077 23 33.19424(W) AD(       ) 1
 HV3111  NAD 83(1986)-  38 12 13.51315(N)    077 23 33.19509(W) AD(       ) 1
 HV3111  NAD 27      -  38 12 13.04400(N)    077 23 34.25500(W) AD(       ) 1
 HV3111  NGVD 29 (??/??/??)   69.460  (m)          227.89   (f) ADJUSTED    1 1
 HV3111
 HV3111.Superseded values are not recommended for survey control.
 HV3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3111.See file dsdata.txt to determine how the superseded data were derived.
 HV3111
 HV3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9050931128(NAD 83)
 HV3111_MARKER: DS = TRIANGULATION STATION DISK
 HV3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3111_STAMPING: ALVIS 1934
 HV3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3111+STABILITY: SURFACE MOTION
 HV3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3111+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV3111
 HV3111  HISTORY     - Date     Condition        Report By
 HV3111  HISTORY     - 1934     MONUMENTED       CGS
 HV3111  HISTORY     - 1949     GOOD             CGS
 HV3111  HISTORY     - 1949     GOOD             AMS
 HV3111  HISTORY     - 1964     GOOD             CGS
 HV3111  HISTORY     - 1966     GOOD             CGS
 HV3111  HISTORY     - 19990304 GOOD             USPSQD
 HV3111  HISTORY     - 20020116 GOOD             USPSQD
 HV3111
 HV3111                          STATION DESCRIPTION
 HV3111
 HV3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV3111'THE STATION IS ON THE PROPERTY OF RICHARD W. ALVIS, LOCATED
 HV3111'ON THE SW CORNER OF A PASTURE ON THE NE SIDE OF STATE HIGHWAY
 HV3111'2, 6.069 METERS S OF ALVIS ECCENTRIC, 2.6 METERS NNW OF THE
 HV3111'NW CORNER OF THE CONCRETE PORCH AT ALVIS STORE, 12.37 METERS
 HV3111'ENE OF THE CENTER LINE OF THE HIGHWAY, 6.1 METERS W OF AN
 HV3111'18-INCH LOCUST TREE, 5.5 METERS N OF THE CENTER LINE OF A
 HV3111'DIRT ROAD ON THE N SIDE OF ALVIS STORE, AND 0.4 METER ENE
 HV3111'OF A FENCE LINE THAT IS PARALLEL WITH THE HIGHWAY.
 HV3111'
 HV3111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HV3111'BRONZE DISKS SET IN CONCRETE.
 HV3111'
 HV3111'REFERENCE MARK NO. 1 IS 23.305 METERS SW OF THE STATION
 HV3111'AND ACROSS THE HIGHWAY, 9.5 METERS SW OF THE CENTER LINE OF THE
 HV3111'HIGHWAY, 32.0 METERS W OF THE NW CORNER OF THE CONCRETE PORCH
 HV3111'AT ALVIS STORE AND 1 METER NW OF A POLE.  REFERENCE MARK
 HV3111'NO. 2 IS 45.211 METERS NNW OF THE STATION, 50.4 METERS NW
 HV3111'OF THE CENTER LINE OF A DIRT ROAD, ABOUT 12 METERS NE OF
 HV3111'THE CENTER LINE OF THE HIGHWAY, 1 METER E OF A POLE, AND 0.5
 HV3111'METER NE OF A FENCE LINE THAT IS PARALLEL WITH THE HIGHWAY.
 HV3111'REFERENCE MARK NO. 3 IS APPROXIMATELY 0.3 MILE N OF THE
 HV3111'STATION, 20 PACES N OF AN 18-INCH CHERRY TREE, 15 PACES E AND
 HV3111'ACROSS A FARM ROAD FROM A SMALL FRAME HOUSE, AND 5 PACES E
 HV3111'OF THE CENTER LINE OF THE ROAD.  MARK IS VISIBLE FROM THE
 HV3111'GROUND.
 HV3111'
 HV3111'TO REACH THE STATION FROM FREDERICKSBURG TAKE U.S. HIGHWAY
 HV3111'17 SE TO PORT ROYAL FORK, TAKE RIGHT FORK (STATE HIGHWAY 2)
 HV3111'FOR ABOUT 2.2 MILES TO ALVIS STORE.
 HV3111'
 HV3111'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 HV3111
 HV3111                          STATION RECOVERY (1949)
 HV3111
 HV3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 HV3111'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 HV3111'DESCRIBED WITH THE EXCEPTION THAT THE REFERENCE MARKS ARE STAMPED
 HV3111'ALVIS 1934, BUT THE DISTANCES AND DIRECTION TO THESE REFERENCE
 HV3111'MARKS WERE TAKEN FROM ALVIS ECC.
 HV3111'
 HV3111'FOLLOWING IS A NEW DESCRIPTION--LOCATED APPROXIMATELY 0.4
 HV3111'MILE NNW OF THE CORBIN POST OFFICE ALONG HIGHWAY 2, IN THE SW
 HV3111'CORNER OF A PASTURE BELONGING TO R.W. ALVIS, 12.2 METERS NE
 HV3111'OF THE CENTER LINE OF HIGHWAY 2, 5.7 METERS NW OF A PRIVATE
 HV3111'GRAVEL ROAD RUNNING E FROM HIGHWAY 2, AND 26.85 METERS NW
 HV3111'OF THE NW CORNER OF A TWO-STORY HOUSE BELONGING TO R.W. ALVIS.
 HV3111'
 HV3111'REFERENCE MARK 1 IS SW OF STATION, 9.2 METERS SW OF CENTER
 HV3111'LINE OF THE HIGHWAY, AND 1.2 METERS NW OF TELEPHONE POLE
 HV3111'NO. 60.
 HV3111'
 HV3111'REFERENCE MARK 2 IS 12.4 METERS NE OF THE CENTER LINE OF
 HV3111'THE HIGHWAY, ON THE SW EDGE OF A PASTURE.
 HV3111'
 HV3111'REFERENCE MARK 3 (AZIMUTH MARK) IS APPROXIMATELY 0.2 MILE N
 HV3111'OF STATION, 3.7 METERS SE OF CENTER OF STATE HIGHWAY 673,
 HV3111'11 METERS S OF THE SECOND HOUSE ON N SIDE OF HIGHWAY 673,
 HV3111'AND 0.7 METER N OF A FENCE ROW, ON PROPERTY BELONGING TO
 HV3111'R.W. ALVIS.
 HV3111
 HV3111                          STATION RECOVERY (1949)
 HV3111
 HV3111'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 HV3111'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK IS STAMPED
 HV3111'ALVIS 1934 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 HV3111'3 IN. ABOVE THE SURFACE OF THE GROUND, AND ABOUT 2 FT. HIGHER
 HV3111'THAN THE CENTERLINE OF THE HIGHWAY.
 HV3111
 HV3111                          STATION RECOVERY (1964)
 HV3111
 HV3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HV3111'0.4 MI NW FROM CORBIN.
 HV3111'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 HV3111'AT CORBIN, CAROLINE COUNTY, 97 FEET NORTHWEST OF THE WEST CORNER
 HV3111'OF THE ALVIS STORE, AT A ROAD JUNCTION, 39 FEET NORTHEAST OF THE
 HV3111'CENTER LINE OF THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE
 HV3111'OF THE PRIVATE ROAD, 20 FEET WEST OF A 12-INCH LOCUST TREE, 5 FEET
 HV3111'NORTH OF A FENCE CORNER, IN LINE WITH A ROW OF POLES, AND 1 FOOT
 HV3111'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HV3111'TRIANGULATION-STATION DISK, STAMPED ALVIS 1934 AND SET IN THE TOP
 HV3111'OF A CONCRETE POST.
 HV3111
 HV3111                          STATION RECOVERY (1966)
 HV3111
 HV3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV3111'THE STATION AND ALL MARKS EXCEPT ALVIS ECCENTRIC WERE RECOVERED
 HV3111'UNDISTURBED AND IN GOOD CONDITION.  ALVIS ECCENTRIC WAS NOT
 HV3111'RECOVERED BECAUSE THE FIELD IN WHICH IT IS LOCATED IS UNDER
 HV3111'CULTIVATION.  A NEW AZIMUTH MARK WAS SET BECAUSE ALVIS
 HV3111'R.M. NO. 3 IS CLOSE TO BEING EXPOSED BY ROAD GRADING OPERATIONS.
 HV3111'ALVIS 1934 WAS THE END OF THE GEODIMETER TRAVERSE LINE AND ONLY
 HV3111'A LIGHT STAND WAS BUILT.  R.M. NO. 2 WAS NOT VISIBLE FROM THE
 HV3111'GROUND TRIPOD USED FOR ANGLE MEASUREMENT.  A NEW DESCRIPTION
 HV3111'FOLLOWS--
 HV3111'
 HV3111'THE STATION IS LOCATED 9 MILES SOUTH-SOUTHEAST OF FREDERICKSBURG,
 HV3111'10-1/4 MILES NORTH OF BOWLING GREEN, AND 3/4 MILE NORTHWEST OF THE
 HV3111'SMALL, CROSSROADS HAMLET OF CORBIN.  IT IS IN THE SOUTHEAST CORNER
 HV3111'OF A CULTIVATED FIELD.
 HV3111'
 HV3111'TO REACH THE STATION FROM THE POST OFFICE IN FREDERICKSBURG GO EAST
 HV3111'AND SOUTH ON U.S. HIGHWAY 17 AND STATE HIGHWAY 2 FOR 5.7 MILES TO
 HV3111'THE ROAD JUNCTION AT NEW POST.  TAKE THE RIGHT FORK AND GO SOUTHEAST
 HV3111'ON STATE HIGHWAY 2 FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT
 HV3111'(COUNTY ROAD 673) AND AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE
 HV3111'SOUTHEAST ON STATE HIGHWAY 2 FOR 0.2 MILE TO THE STATION ON THE
 HV3111'LEFT.
 HV3111'
 HV3111'THE STATION MARK IS A STANDARD DISK STAMPED ALVIS 1934 CEMENTED IN
 HV3111'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 HV3111'ABOVE GROUND.  IT IS 42.4 FEET NORTHWEST OF A CEDAR TREE, 39.8 FEET
 HV3111'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2, AND 2.6 FEET EAST
 HV3111'OF A FENCEPOST WITH METAL WITNESS SIGN.
 HV3111'
 HV3111'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALVIS NO 1 1934
 HV3111'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HV3111'6 INCHES ABOVE GROUND.  IT IS 107 FEET WEST OF THE NORTHWEST CORNER
 HV3111'POST OF THE ALVIS RESIDENCE, 30.2 FEET SOUTHWEST OF THE CENTERLINE
 HV3111'OF STATE HIGHWAY 2, 3.9 FEET NORTHWEST OF TELEPHONE POLE NO. 218,
 HV3111'AND AT THE SAME ELEVATION AS THE STATION.
 HV3111'
 HV3111'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALVIS NO 2
 HV3111'1934 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET
 HV3111'FLUSH WITH SURFACE OF THE GROUND.  IT IS 48.0 FEET NORTHEAST OF THE
 HV3111'CENTERLINE OF STATE HIGHWAY 2, 1.9 FEET NORTHEAST OF THE
 HV3111'RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 HV3111'
 HV3111'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED ALVIS NO 3
 HV3111'1934 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HV3111'PROJECTING 8 INCHES ABOVE GROUND.  IT IS 21.6 FEET EAST OF THE
 HV3111'NORTH GATE POST OF A WALK TO A HOUSE, 11.5 FEET WEST OF AN 8-INCH
 HV3111'LOCUST TREE, AND 9 FEET EAST OF THE CENTER OF COUNTY ROAD 673.
 HV3111'THE MARK IS EXPOSED 15 INCHES ON THE SIDE TOWARD THE ROAD.  TO
 HV3111'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 2 AND COUNTY
 HV3111'ROAD 673 GO NORTHEAST ON COUNTY ROAD 673 FOR 0.2 MILE TO
 HV3111'THE MONUMENT IN A LOW CUT-BANK ON THE RIGHT.
 HV3111'
 HV3111'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED ALVIS AZ 2 1934 1966
 HV3111'CEMENTED IN THE TOP OF 12-INCH DIAMETER CYLINDRICAL CONCRETE
 HV3111'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 33 FEET WEST OF
 HV3111'THE CENTERLINE OF STATE HIGHWAY 2, 7 FEET SOUTH OF A
 HV3111'TELEPHONE CABLE JUNCTION BOX NO. 3.0, AND 1.3 FEET WEST OF A
 HV3111'METAL WITNESS POST WITH SIGN.
 HV3111
 HV3111                          STATION RECOVERY (1999)
 HV3111
 HV3111'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3111'RECOVERED IN GOOD CONDITION.
 HV3111
 HV3111                          STATION RECOVERY (2002)
 HV3111
 HV3111'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7838 ***********************************************************************
 HV7838  DESIGNATION -  ALVIS AZ MK 2 1934 1966
 HV7838  PID         -  HV7838
 HV7838  STATE/COUNTY-  VA/CAROLINE
 HV7838  USGS QUAD   -  GUINEA (1966)
 HV7838
 HV7838                         *CURRENT SURVEY CONTROL
 HV7838  ___________________________________________________________________
 HV7838* NAD 83(1986)-  38 12 21.     (N)    077 23 45.     (W)     SCALED    
 HV7838* NAVD 88     -        68.614  (meters)     225.11   (feet)  ADJUSTED  
 HV7838  ___________________________________________________________________
 HV7838  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV7838  DYNAMIC HT  -          68.573 (meters)     224.98  (feet)  COMP
 HV7838  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 HV7838
 HV7838  VERT ORDER  -  FIRST     CLASS I
 HV7838
 HV7838.The horizontal coordinates were scaled from a topographic map and have
 HV7838.an estimated accuracy of +/- 6 seconds.
 HV7838
 HV7838.The orthometric height was determined by differential leveling
 HV7838.and adjusted by the National Geodetic Survey in June 1991..
 HV7838
 HV7838.The geoid height was determined by GEOID03.
 HV7838
 HV7838.The dynamic height is computed by dividing the NAVD 88
 HV7838.geopotential number by the normal gravity value computed on the
 HV7838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7838.degrees latitude (g = 980.6199 gals.).
 HV7838
 HV7838.The modeled gravity was interpolated from observed gravity values.
 HV7838
 HV7838;                    North         East    Units  Estimated Accuracy
 HV7838;SPC VA N     - 2,060,430.    3,596,710.      MT  (+/- 180 meters Scaled)
 HV7838
 HV7838                          SUPERSEDED SURVEY CONTROL
 HV7838
 HV7838  NGVD 29 (??/??/??)   68.863  (m)          225.93   (f) ADJUSTED    1 1
 HV7838
 HV7838.Superseded values are not recommended for survey control.
 HV7838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7838.See file dsdata.txt to determine how the superseded data were derived.
 HV7838
 HV7838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH902313(NAD 83)
 HV7838_MARKER: DZ = AZIMUTH MARK DISK
 HV7838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7838_STAMPING: ALVIS AZ 2 1934 1966
 HV7838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7838+STABILITY: SURFACE MOTION
 HV7838
 HV7838  HISTORY     - Date     Condition        Report By
 HV7838  HISTORY     - 1966     MONUMENTED       CGS
 HV7838  HISTORY     - 1975     GOOD             NGS
 HV7838  HISTORY     - 19990304 GOOD             USPSQD
 HV7838  HISTORY     - 20020116 POOR             USPSQD
 HV7838
 HV7838                          STATION DESCRIPTION
 HV7838
 HV7838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7838'0.60 MI N FROM CORBIN.
 HV7838'0.60 MILES NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT CORBIN,
 HV7838'33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHWEST OF A
 HV7838'STATE HIGHWAY SIGN POST 673, 10 FEET EAST OF A FENCE LINE, 7 FEET
 HV7838'SOUTH OF A UNDERGROUND TELEPHONE CABLE MARKER NO. P 185 30, ABOUT 1
 HV7838'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HV7838'POST PROJECTING 2 INCHES.
 HV7838
 HV7838                          STATION RECOVERY (1999)
 HV7838
 HV7838'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7838'RECOVERED IN GOOD CONDITION.
 HV7838
 HV7838                          STATION RECOVERY (2002)
 HV7838
 HV7838'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7838'HAS BEEN HIT BY BUSH HOG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5441 ***********************************************************************
 HV5441  DESIGNATION -  ALVIS ECC
 HV5441  PID         -  HV5441
 HV5441  STATE/COUNTY-  VA/CAROLINE
 HV5441  USGS QUAD   -  GUINEA (1966)
 HV5441
 HV5441                         *CURRENT SURVEY CONTROL
 HV5441  ___________________________________________________________________
 HV5441* NAD 83(1993)-  38 12 13.70655(N)    077 23 33.21790(W)     ADJUSTED  
 HV5441* NAVD 88     -        69.1    (meters)     227.     (feet)  VERTCON   
 HV5441  ___________________________________________________________________
 HV5441  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HV5441  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV5441
 HV5441  HORZ ORDER  -  FIRST
 HV5441
 HV5441.The horizontal coordinates were established by classical geodetic methods
 HV5441.and adjusted by the National Geodetic Survey in November 1994..
 HV5441
 HV5441.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5441
 HV5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5441
 HV5441.The geoid height was determined by GEOID03.
 HV5441
 HV5441;                    North         East     Units Scale Factor Converg.
 HV5441;SPC VA N     - 2,060,206.444 3,596,994.475   MT  0.99997429   +0 41 28.2
 HV5441;SPC VA N     - 6,759,193.98 11,801,139.37   sFT  0.99997429   +0 41 28.2
 HV5441;UTM  18      - 4,231,134.293   290,507.809   MT  1.00014053   -1 28 48.9
 HV5441
 HV5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5441!SPC VA N     -   0.99999425  x   0.99997429  =   0.99996854
 HV5441!UTM  18      -   0.99999425  x   1.00014053  =   1.00013478
 HV5441
 HV5441:                Primary Azimuth Mark                     Grid Az
 HV5441:SPC VA N     -  WASHINGTON RICHMOND AWY BN 51            016 49 14.1
 HV5441:UTM  18      -  WASHINGTON RICHMOND AWY BN 51            018 59 31.2
 HV5441
 HV5441|---------------------------------------------------------------------|
 HV5441| PID    Reference Object                     Distance      Geod. Az  |
 HV5441|                                                           dddmmss.s |
 HV5441| HV5440 WASHINGTON RICHMOND AWY BN 51       APPROX. 4.3 KM 0173042.3 |
 HV5441| HV5415 RICHMOND WASHINGTON AWY BN 50       APPROX. 7.4 KM 1552552.4 |
 HV5441| HV5434 BOWLING GREEN MUNICIPAL TANK        APPROX.17.5 KM 1661130.9 |
 HV5441| HV3111 ALVIS                                 6.069 METERS 17121     |
 HV5441| HV3112 ALVIS RM 1                           28.685 METERS 19535     |
 HV5441| HV3113 ALVIS RM 2                           40.406 METERS 31047     |
 HV5441| HV5497 FREDERICKSBURG AMER VISCO STK       APPROX. 9.8 KM 3295903.9 |
 HV5441| DC6652 ALVIS RM 3 AZIMUTH                                 3411443.0 |
 HV5441|---------------------------------------------------------------------|
 HV5441
 HV5441                          SUPERSEDED SURVEY CONTROL
 HV5441
 HV5441  NAD 83(1993)-  38 12 13.70847(N)    077 23 33.23174(W) AD(       ) 1
 HV5441  NAD 83(1986)-  38 12 13.70764(N)    077 23 33.23257(W) AD(       ) 1
 HV5441  NAD 27      -  38 12 13.23900(N)    077 23 34.29200(W) AD(       ) 1
 HV5441  NGVD 29 (07/19/86)   69.4    (m)          228.     (f) VERT ANG       
 HV5441
 HV5441.Superseded values are not recommended for survey control.
 HV5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5441.See file dsdata.txt to determine how the superseded data were derived.
 HV5441
 HV5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9050831134(NAD 83)
 HV5441_MARKER: DS = TRIANGULATION STATION DISK
 HV5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5441
 HV5441  HISTORY     - Date     Condition        Report By
 HV5441  HISTORY     - 1934     MONUMENTED       CGS
 HV5441  HISTORY     - 1941     GOOD             CGS
 HV5441  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV5441  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV5441
 HV5441                          STATION DESCRIPTION
 HV5441
 HV5441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5441'STATION IS ON THE PROPERTY OF RICHARD W. ALVIS, IN THE SW CORNER
 HV5441'OF A PASTURE ON THE NE SIDE OF STATE HIGHWAY 2, 30.95 METERS
 HV5441'NW OF THE NW CORNER OF THE CONCRETE PORCH OF ALVIS STORE,
 HV5441'15.5 METERS NE OF THE CENTER LINE OF THE HIGHWAY, 10.0 METERS
 HV5441'NW OF THE CENTER LINE OF A FARM ROAD, 7.3 METERS N OF AN
 HV5441'18-INCH LOCUST TREE, AND 3.9 METERS NE OF THE FENCE LINE THAT
 HV5441'IS PARALLEL WITH THE HIGHWAY.
 HV5441'
 HV5441'*UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5441'BRONZE DISKS SET IN CONCRETE.
 HV5441'
 HV5441'REFERENCE MARK NO. 1 IS ACROSS HIGHWAY FROM THE STATION, 9.5
 HV5441'METERS SW OF THE CENTER LINE OF THE HIGHWAY, 1 METER NW OF
 HV5441'A POLE, 32 METERS W OF THE NW CORNER OF THE CONCRETE PORCH
 HV5441'AT ALVIS STORE.
 HV5441'
 HV5441'REFERENCE MARK NO. 2 IS 50.4 METERS NW OF THE CENTER LINE
 HV5441'OF A FARM ROAD, ABOUT 12 METERS NE OF THE CENTER LINE OF THE
 HV5441'HIGHWAY, 1 METER E OF A POLE, AND 0.5 METER NE OF A FENCE THAT
 HV5441'IS PARALLEL WITH THE HIGHWAY.
 HV5441'
 HV5441'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 20 PACES N OF AN 18-INCH
 HV5441'CHERRY TREE, 15 PACES E AND ACROSS A FARM ROAD FROM A SMALL
 HV5441'FRAME HOUSE AND 5 PACES E OF THE CENTER LINE OF THE ROAD.
 HV5441'
 HV5441'*THE POSITION OF ALVIS ECC. WAS ORIGINALLY INTENDED FOR ALVIS
 HV5441'BUT AT THE REQUEST OF THE PROPERTY OWNER THE STATION ALVIS
 HV5441'WAS MOVED AND ONLY THE UNDERGROUND-STATION MARK WAS LEFT AND
 HV5441'THIS WAS CALLED ALVIS ECC.
 HV5441'
 HV5441'TO REACH THE STATION FROM FREDERICKSBURG, TAKE U.S. HIGHWAY
 HV5441'17 SE TO PORT ROYAL FORK, TAKE RIGHT FORK (STATE HIGHWAY 2)
 HV5441'FOR ABOUT 2.2 MILES TO ALVIS STORE.
 HV5441'
 HV5441'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 HV5441
 HV5441                          STATION RECOVERY (1941)
 HV5441
 HV5441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5441'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AND IN GOOD
 HV5441'CONDITION.  THE FOLLOWING IS A NEW DESCRIPTION--
 HV5441'
 HV5441'STATION IS ABOUT 5 MILES SE OF FREDERICKSBURG, ON PROPERTY
 HV5441'OWNED AND OCCUPIED BY R.W. ALVIS.  IT IS IN THE SW CORNER OF
 HV5441'A PASTURE ON THE NE SIDE OF STATE HIGHWAY 2, 30.95 METERS NW
 HV5441'OF THE NW CORNER OF THE CONCRETE PORCH OF THE ALVIS STORE,
 HV5441'15.5 METERS NE OF THE CENTER OF STATE HIGHWAY 2, AND 3.9
 HV5441'METERS NE OF A FENCE LINE THAT PARALLELS HIGHWAY 2.  IT IS
 HV5441'STAMPED ALVIS ECC. 1934, AND IS 2.5 FEET BELOW THE GROUND
 HV5441'SURFACE.
 HV5441'
 HV5441'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 31 FEET S OF THE
 HV5441'CENTER OF STATE HIGHWAY 2.  IT IS STAMPED ALVIS NO. 1 1934,
 HV5441'AND PROJECTS 6 INCHES.
 HV5441'
 HV5441'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 40 FEET N OF THE
 HV5441'CENTER OF STATE HIGHWAY 2.  IT IS STAMPED ALVIS NO. 2 1934, AND
 HV5441'PROJECTS 6 INCHES.
 HV5441'
 HV5441'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.2 MILE N OF THE
 HV5441'STATION, 12 FEET E OF THE CENTER OF COUNTY ROAD 673, AND 24 FEET
 HV5441'E OF THE FRONT GATE OF THE HOME OF WALKER DICKERSON ON PROPERTY
 HV5441'OWNED BY R.W. ALVIS.  IT IS STAMPED ALVIS NO. 3 1934, AND
 HV5441'PROJECTS 6 INCHES.
 HV5441'
 HV5441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON STATE
 HV5441'HIGHWAY 2 FOR 0.15 MILE TO COUNTY ROAD 673 RIGHT, TURN RIGHT
 HV5441'AND GO 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HV5441'
 HV5441'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 17
 HV5441'AND 2 IN FREDERICKSBURG, GO SE ON STATE HIGHWAY 2 FOR 2.2
 HV5441'MILES TO THE ALVIS STORE AND AMOCO SERVICE STATION ON THE
 HV5441'LEFT AND STATION AS DESCRIBED.
 HV5441'
 HV5441'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION YOUNG.
 HV5441'
 HV5441'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION SCROPE.
 HV5441'
 HV5441'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BELLMAN.
 HV5441'
 HV5441'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION EDWARDS.
 HV5441
 HV5441                          STATION RECOVERY (1999)
 HV5441
 HV5441'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5441'MARK NOT FOUND.
 HV5441
 HV5441                          STATION RECOVERY (2002)
 HV5441
 HV5441'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV5441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3112 ***********************************************************************
 HV3112  DESIGNATION -  ALVIS RM 1
 HV3112  PID         -  HV3112
 HV3112  STATE/COUNTY-  VA/CAROLINE
 HV3112  USGS QUAD   -  GUINEA (1966)
 HV3112
 HV3112                         *CURRENT SURVEY CONTROL
 HV3112  ___________________________________________________________________
 HV3112* NAD 83(1986)-  38 12 13.     (N)    077 23 33.     (W)     SCALED    
 HV3112* NAVD 88     -        68.791  (meters)     225.69   (feet)  ADJUSTED  
 HV3112  ___________________________________________________________________
 HV3112  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV3112  DYNAMIC HT  -          68.749 (meters)     225.55  (feet)  COMP
 HV3112  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 HV3112
 HV3112  VERT ORDER  -  SECOND    CLASS 0
 HV3112
 HV3112.The horizontal coordinates were scaled from a topographic map and have
 HV3112.an estimated accuracy of +/- 6 seconds.
 HV3112
 HV3112.The orthometric height was determined by differential leveling
 HV3112.and adjusted by the National Geodetic Survey in June 1991..
 HV3112
 HV3112.The geoid height was determined by GEOID03.
 HV3112
 HV3112.The dynamic height is computed by dividing the NAVD 88
 HV3112.geopotential number by the normal gravity value computed on the
 HV3112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3112.degrees latitude (g = 980.6199 gals.).
 HV3112
 HV3112.The modeled gravity was interpolated from observed gravity values.
 HV3112
 HV3112;                    North         East    Units  Estimated Accuracy
 HV3112;SPC VA N     - 2,060,190.    3,597,000.      MT  (+/- 180 meters Scaled)
 HV3112
 HV3112                          SUPERSEDED SURVEY CONTROL
 HV3112
 HV3112  NGVD 29 (??/??/??)   69.057  (m)          226.56   (f) ADJUSTED    2 0
 HV3112
 HV3112.Superseded values are not recommended for survey control.
 HV3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3112.See file dsdata.txt to determine how the superseded data were derived.
 HV3112
 HV3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH905311(NAD 83)
 HV3112_MARKER: DR = REFERENCE MARK DISK
 HV3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3112_STAMPING: ALVIS NO 1 1934
 HV3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3112+STABILITY: SURFACE MOTION
 HV3112
 HV3112  HISTORY     - Date     Condition        Report By
 HV3112  HISTORY     - 1934     MONUMENTED       CGS
 HV3112  HISTORY     - 1964     GOOD             CGS
 HV3112  HISTORY     - 19990304 POOR             USPSQD
 HV3112  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV3112
 HV3112                          STATION DESCRIPTION
 HV3112
 HV3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3112'0.4 MI NW FROM CORBIN.
 HV3112'76.3 FEET SOUTHWEST OF TRIANGULATION STATION ALVIS DESCRIBED ABOVE,
 HV3112'30.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 HV3112'WEST OF A POLE, AND 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.
 HV3112'A STANDARD REFERENCE-MARK DISK, STAMPED ALVIS NO 1 1934 AND SET
 HV3112'IN THE TOP OF A CONCRETE POST.
 HV3112
 HV3112                          STATION RECOVERY (1999)
 HV3112
 HV3112'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3112'MARK RECOVERED IN POOR CONDITION.
 HV3112
 HV3112                          STATION RECOVERY (2002)
 HV3112
 HV3112'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3112'MOUMENT FOUND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3113 ***********************************************************************
 HV3113  DESIGNATION -  ALVIS RM 2
 HV3113  PID         -  HV3113
 HV3113  STATE/COUNTY-  VA/CAROLINE
 HV3113  USGS QUAD   -  GUINEA (1966)
 HV3113
 HV3113                         *CURRENT SURVEY CONTROL
 HV3113  ___________________________________________________________________
 HV3113* NAD 83(1986)-  38 12 13.     (N)    077 23 33.     (W)     SCALED    
 HV3113* NAVD 88     -        69.222  (meters)     227.11   (feet)  ADJUSTED  
 HV3113  ___________________________________________________________________
 HV3113  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV3113  DYNAMIC HT  -          69.180 (meters)     226.97  (feet)  COMP
 HV3113  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 HV3113
 HV3113  VERT ORDER  -  FIRST     CLASS I
 HV3113
 HV3113.The horizontal coordinates were scaled from a topographic map and have
 HV3113.an estimated accuracy of +/- 6 seconds.
 HV3113
 HV3113.The orthometric height was determined by differential leveling
 HV3113.and adjusted by the National Geodetic Survey in June 1991..
 HV3113
 HV3113.The geoid height was determined by GEOID03.
 HV3113
 HV3113.The dynamic height is computed by dividing the NAVD 88
 HV3113.geopotential number by the normal gravity value computed on the
 HV3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3113.degrees latitude (g = 980.6199 gals.).
 HV3113
 HV3113.The modeled gravity was interpolated from observed gravity values.
 HV3113
 HV3113;                    North         East    Units  Estimated Accuracy
 HV3113;SPC VA N     - 2,060,190.    3,597,000.      MT  (+/- 180 meters Scaled)
 HV3113
 HV3113                          SUPERSEDED SURVEY CONTROL
 HV3113
 HV3113  NGVD 29 (??/??/??)   69.470  (m)          227.92   (f) ADJUSTED    1 1
 HV3113
 HV3113.Superseded values are not recommended for survey control.
 HV3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3113.See file dsdata.txt to determine how the superseded data were derived.
 HV3113
 HV3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH905311(NAD 83)
 HV3113_MARKER: DR = REFERENCE MARK DISK
 HV3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3113_STAMPING: ALVIS NO 2 1934
 HV3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3113+STABILITY: SURFACE MOTION
 HV3113
 HV3113  HISTORY     - Date     Condition        Report By
 HV3113  HISTORY     - 1934     MONUMENTED       CGS
 HV3113  HISTORY     - 1964     GOOD             CGS
 HV3113  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3113  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV3113
 HV3113                          STATION DESCRIPTION
 HV3113
 HV3113'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3113'0.4 MI NW FROM CORBIN.
 HV3113'148 FEET NORTHWEST OF TRIANGULATION STATION ALVIS DESCRIBED
 HV3113'ABOVE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 HV3113'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF A
 HV3113'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 HV3113'ALVIS NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HV3113
 HV3113                          STATION RECOVERY (1999)
 HV3113
 HV3113'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3113'MARK NOT FOUND.
 HV3113
 HV3113                          STATION RECOVERY (2002)
 HV3113
 HV3113'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3114 ***********************************************************************
 HV3114  DESIGNATION -  ALVIS RM 3
 HV3114  PID         -  HV3114
 HV3114  STATE/COUNTY-  VA/CAROLINE
 HV3114  USGS QUAD   -  GUINEA (1966)
 HV3114
 HV3114                         *CURRENT SURVEY CONTROL
 HV3114  ___________________________________________________________________
 HV3114* NAD 83(1986)-  38 12 26.     (N)    077 23 39.     (W)     SCALED    
 HV3114* NAVD 88     -        66.925  (meters)     219.57   (feet)  ADJUSTED  
 HV3114  ___________________________________________________________________
 HV3114  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV3114  DYNAMIC HT  -          66.884 (meters)     219.44  (feet)  COMP
 HV3114  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 HV3114
 HV3114  VERT ORDER  -  SECOND    CLASS 0
 HV3114
 HV3114.The horizontal coordinates were scaled from a topographic map and have
 HV3114.an estimated accuracy of +/- 6 seconds.
 HV3114
 HV3114.The orthometric height was determined by differential leveling
 HV3114.and adjusted by the National Geodetic Survey in June 1991..
 HV3114
 HV3114.The geoid height was determined by GEOID03.
 HV3114
 HV3114.The dynamic height is computed by dividing the NAVD 88
 HV3114.geopotential number by the normal gravity value computed on the
 HV3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3114.degrees latitude (g = 980.6199 gals.).
 HV3114
 HV3114.The modeled gravity was interpolated from observed gravity values.
 HV3114
 HV3114;                    North         East    Units  Estimated Accuracy
 HV3114;SPC VA N     - 2,060,580.    3,596,850.      MT  (+/- 180 meters Scaled)
 HV3114
 HV3114                          SUPERSEDED SURVEY CONTROL
 HV3114
 HV3114  NGVD 29 (??/??/??)   67.191  (m)          220.44   (f) ADJUSTED    2 0
 HV3114
 HV3114.Superseded values are not recommended for survey control.
 HV3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3114.See file dsdata.txt to determine how the superseded data were derived.
 HV3114
 HV3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH903315(NAD 83)
 HV3114_MARKER: DR = REFERENCE MARK DISK
 HV3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3114_STAMPING: ALVIS NO 3 1934
 HV3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3114+STABILITY: SURFACE MOTION
 HV3114
 HV3114  HISTORY     - Date     Condition        Report By
 HV3114  HISTORY     - 1934     MONUMENTED       CGS
 HV3114  HISTORY     - 1964     GOOD             CGS
 HV3114  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3114  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV3114
 HV3114                          STATION DESCRIPTION
 HV3114
 HV3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3114'0.7 MI NW FROM CORBIN.
 HV3114'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT
 HV3114'CORBIN, CAROLINE COUNTY, 0.3 MILE NORTH OF TRIANGULATION STATION
 HV3114'ALVIS DESCRIBED ABOVE, 0.15 MILE NORTHEAST OF THE JUNCTION OF A
 HV3114'ROAD LEADING NORTHEAST, 40 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 HV3114'A FARMHOUSE, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HV3114'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST
 HV3114'OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 HV3114'DISK, STAMPED ALVIS NO 3 1934 AND SET IN THE TOP OF A CONCRETE
 HV3114'POST.  NOTE-- THE FENCE AND WITNESS POST ARE GONE AND THE AREA IS
 HV3114'COVERED BY A HEAVY GROWTH OF BRUSH AND VINES.
 HV3114
 HV3114                          STATION RECOVERY (1999)
 HV3114
 HV3114'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3114'MARK NOT FOUND.
 HV3114
 HV3114                          STATION RECOVERY (2002)
 HV3114
 HV3114'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3644 ***********************************************************************
 GV3644  DESIGNATION -  AMBURG NORTH RADIO TOWER
 GV3644  PID         -  GV3644
 GV3644  STATE/COUNTY-  VA/MIDDLESEX
 GV3644  USGS QUAD   -  DELTAVILLE (1992)
 GV3644
 GV3644                         *CURRENT SURVEY CONTROL
 GV3644  ___________________________________________________________________
 GV3644* NAD 83(1993)-  37 34 05.19583(N)    076 21 29.49138(W)     ADJUSTED  
 GV3644* NAVD 88     -                                                        
 GV3644  ___________________________________________________________________
 GV3644  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 GV3644  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV3644
 GV3644  HORZ ORDER  -  THIRD
 GV3644
 GV3644.The horizontal coordinates were established by classical geodetic methods
 GV3644.and adjusted by the National Geodetic Survey in November 1994..
 GV3644
 GV3644
 GV3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3644
 GV3644.The geoid height was determined by GEOID03.
 GV3644
 GV3644;                    North         East     Units Scale Factor Converg.
 GV3644;SPC VA S     - 1,139,176.498 3,689,192.755   MT  0.99995151   +1 17 59.7
 GV3644;SPC VA S     - 3,737,448.23 12,103,626.56   sFT  0.99995151   +1 17 59.7
 GV3644;UTM  18      - 4,158,764.554   380,055.521   MT  0.99977721   -0 49 41.5
 GV3644
 GV3644                          SUPERSEDED SURVEY CONTROL
 GV3644
 GV3644  NAD 83(1993)-  37 34 05.19441(N)    076 21 29.50958(W) AD(       ) 4
 GV3644  NAD 83(1986)-  37 34 05.19460(N)    076 21 29.50875(W) AD(       ) 4
 GV3644  NAD 27      -  37 34 04.69500(N)    076 21 30.73100(W) AD(       ) 3
 GV3644
 GV3644.Superseded values are not recommended for survey control.
 GV3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3644.See file dsdata.txt to determine how the superseded data were derived.
 GV3644
 GV3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8005658765(NAD 83)
 GV3644_MARKER: 43 = RADIO/TV TOWER
 GV3644
 GV3644  HISTORY     - Date     Condition        Report By
 GV3644  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3644  HISTORY     - 19980301 MARK NOT FOUND   USPSQD
 GV3644  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV3644
 GV3644                          STATION DESCRIPTION
 GV3644
 GV3644'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3644'THE STATION IS LOCATED ON THE S SHORE OF RAPPAHANNOCK RIVER.
 GV3644'THE STRUCTURE IS A TALL STEEL RADIO RELAY TOWER.  THE POINT
 GV3644'OBSERVED WAS THE CENTER OF THE TOWER.
 GV3644'
 GV3644'TO REACH THE STATION BY LAND, TRAVEL N FROM STATE HIGHWAY 33
 GV3644'AT AMBURG FOR 0.85 MI. TO THE T-INTERSECTION OF AN UNIMPROVED
 GV3644'DIRT ROAD LEADING WEST.  THE STATION IS LOCATED AT THIS
 GV3644'INTERSECTION AND IS THE N ONE OF TWO SUCH TOWERS.
 GV3644'
 GV3644'THIS IS AN INTERSECTION STATION.
 GV3644
 GV3644                          STATION RECOVERY (1998)
 GV3644
 GV3644'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3644'MARK NOT FOUND.
 GV3644
 GV3644                          STATION RECOVERY (2003)
 GV3644
 GV3644'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3644'RADIO TOWER IS NO LONGER AT THE LOCATION. THERE IS GOOD REASON
 GV3644'THEREFORE TO BELIEVE THAT MARKERS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3645 ***********************************************************************
 GV3645  DESIGNATION -  AMBURG SOUTH RADIO TOWER
 GV3645  PID         -  GV3645
 GV3645  STATE/COUNTY-  VA/MIDDLESEX
 GV3645  USGS QUAD   -  DELTAVILLE (1992)
 GV3645
 GV3645                         *CURRENT SURVEY CONTROL
 GV3645  ___________________________________________________________________
 GV3645* NAD 83(1993)-  37 34 04.46566(N)    076 21 29.29059(W)     ADJUSTED  
 GV3645* NAVD 88     -                                                        
 GV3645  ___________________________________________________________________
 GV3645  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 GV3645  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV3645
 GV3645  HORZ ORDER  -  THIRD
 GV3645
 GV3645.The horizontal coordinates were established by classical geodetic methods
 GV3645.and adjusted by the National Geodetic Survey in November 1994..
 GV3645
 GV3645
 GV3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3645
 GV3645.The geoid height was determined by GEOID03.
 GV3645
 GV3645;                    North         East     Units Scale Factor Converg.
 GV3645;SPC VA S     - 1,139,154.105 3,689,198.191   MT  0.99995150   +1 17 59.8
 GV3645;SPC VA S     - 3,737,374.76 12,103,644.40   sFT  0.99995150   +1 17 59.8
 GV3645;UTM  18      - 4,158,741.979   380,060.121   MT  0.99977719   -0 49 41.4
 GV3645
 GV3645                          SUPERSEDED SURVEY CONTROL
 GV3645
 GV3645  NAD 83(1993)-  37 34 04.46424(N)    076 21 29.30880(W) AD(       ) 4
 GV3645  NAD 83(1986)-  37 34 04.46434(N)    076 21 29.30791(W) AD(       ) 4
 GV3645  NAD 27      -  37 34 03.96500(N)    076 21 30.53100(W) AD(       ) 3
 GV3645
 GV3645.Superseded values are not recommended for survey control.
 GV3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3645.See file dsdata.txt to determine how the superseded data were derived.
 GV3645
 GV3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8006058742(NAD 83)
 GV3645_MARKER: 43 = RADIO/TV TOWER
 GV3645
 GV3645  HISTORY     - Date     Condition        Report By
 GV3645  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3645  HISTORY     - 19980301 MARK NOT FOUND   USPSQD
 GV3645  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV3645
 GV3645                          STATION DESCRIPTION
 GV3645
 GV3645'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3645'THE STATION IS LOCATED ON THE S SHORE OF RAPPAHANNOCK RIVER.
 GV3645'THE STRUCTURE IS A TALL STEEL RADIO RELAY TOWER.  THE POINT
 GV3645'OBSERVED WAS THE CENTER OF THE TOWER.
 GV3645'
 GV3645'TO REACH THE STATION BY LAND, TRAVEL N FROM STATE HIGHWAY 33
 GV3645'AT AMBURG FOR 0.85 MI. TO THE T-INTERSECTION OF AN UNIMPROVED
 GV3645'DIRT ROAD LEADING W.  THE STATION IS LOCATED AT THIS INTERSECTION
 GV3645'AND IS THE S ONE OF TWO SUCH TOWERS.
 GV3645'
 GV3645'THIS IS AN INTERSECTION STATION.
 GV3645
 GV3645                          STATION RECOVERY (1998)
 GV3645
 GV3645'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3645'MARK NOT FOUND.
 GV3645
 GV3645                          STATION RECOVERY (2003)
 GV3645
 GV3645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3645'RADIO TOWER IS NO LONGER AT THE LOCATION. THERE IS GOOD REASON
 GV3645'THEREFORE TO BELIEVE THAT MARKERS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5674 ***********************************************************************
 GV5674  DESIGNATION -  AMELIA
 GV5674  PID         -  GV5674
 GV5674  STATE/COUNTY-  VA/AMELIA
 GV5674  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV5674
 GV5674                         *CURRENT SURVEY CONTROL
 GV5674  ___________________________________________________________________
 GV5674* NAD 83(1993)-  37 19 51.14219(N)    077 59 10.10406(W)     ADJUSTED  
 GV5674* NAVD 88     -       123.0    (meters)     404.     (feet)  VERTCON   
 GV5674  ___________________________________________________________________
 GV5674  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV5674  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GV5674
 GV5674  HORZ ORDER  -  THIRD
 GV5674
 GV5674.The horizontal coordinates were established by classical geodetic methods
 GV5674.and adjusted by the National Geodetic Survey in September 1995..
 GV5674
 GV5674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5674
 GV5674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5674
 GV5674.The geoid height was determined by GEOID03.
 GV5674
 GV5674;                    North         East     Units Scale Factor Converg.
 GV5674;SPC VA S     - 1,110,825.529 3,545,537.880   MT  0.99994560   +0 18 42.7
 GV5674;SPC VA S     - 3,644,433.42 11,632,318.86   sFT  0.99994560   +0 18 42.7
 GV5674;UTM  18      - 4,135,761.275   235,428.735   MT  1.00046234   -1 48 42.8
 GV5674;UTM  17      - 4,135,839.348   767,027.848   MT  1.00047843   +1 49 43.4
 GV5674
 GV5674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5674!SPC VA S     -   0.99998570  x   0.99994560  =   0.99993130
 GV5674!UTM  18      -   0.99998570  x   1.00046234  =   1.00044803
 GV5674!UTM  17      -   0.99998570  x   1.00047843  =   1.00046412
 GV5674
 GV5674|---------------------------------------------------------------------|
 GV5674| PID    Reference Object                     Distance      Geod. Az  |
 GV5674|                                                           dddmmss.s |
 GV5674| GV2217 D 242                                21.380 METERS 03615     |
 GV5674| GV5673 AMELIA LOOKOUT TOWER NO 31          232.982 METERS 04221     |
 GV5674| GV3484 AMELIA 2                             11.801 METERS 14650     |
 GV5674| GV5672 AMELIA INTERSTATE AIRWAY MAST       APPROX. 0.6 KM 2252642.3 |
 GV5674| GV5675 AMELIA 1942 AZ MK                   APPROX. 0.6 KM 3265122.6 |
 GV5674| DC5538 AMELIA RM 2                          34.686 METERS 35617     |
 GV5674|---------------------------------------------------------------------|
 GV5674
 GV5674                          SUPERSEDED SURVEY CONTROL
 GV5674
 GV5674  NAD 83(1993)-  37 19 51.14203(N)    077 59 10.10590(W) AD(       ) 3
 GV5674  NAD 83(1986)-  37 19 51.14858(N)    077 59 10.11969(W) AD(       ) 3
 GV5674  NAD 27      -  37 19 50.60941(N)    077 59 11.10539(W) AD(       ) 3
 GV5674  NGVD 29 (07/19/86)  123.3    (m)          405.     (f) VERT ANG       
 GV5674
 GV5674.Superseded values are not recommended for survey control.
 GV5674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5674.See file dsdata.txt to determine how the superseded data were derived.
 GV5674
 GV5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3542935761(NAD 83)
 GV5674_MARKER: DS = TRIANGULATION STATION DISK
 GV5674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5674
 GV5674  HISTORY     - Date     Condition        Report By
 GV5674  HISTORY     - 1942     MONUMENTED       CGS
 GV5674  HISTORY     - 1961     GOOD             CGS
 GV5674  HISTORY     - 1965     GOOD             CGS
 GV5674  HISTORY     - 1978     GOOD             NGS
 GV5674  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV5674  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV5674
 GV5674                          STATION DESCRIPTION
 GV5674
 GV5674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5674'THE STATION IS LOCATED ABOUT 1.0 MILE S OF AMELIA, NEAR THE N
 GV5674'END OF A TRIANGLE FORMED BY THE JUNCTION OF STATE ROUTE 38
 GV5674'AND COUNTY ROADS 614 AND 605, AND ON PROPERTY OWNED BY
 GV5674'THE VIRGINIA STATE HIGHWAY COMMISSION.  IT IS 66 FEET E OF THE
 GV5674'JUNCTION OF COUNTY ROADS 614 AND 605, 108 FEET S OF THE JUNCTION
 GV5674'OF STATE ROUTE 38 AND COUNTY ROAD 614, 180 FEET N OF THE
 GV5674'JUNCTION OF COUNTY ROADS 614 AND 605, 26 FEET E OF A
 GV5674'TRIANGULAR-BLAZED 5-INCH PINE TREE, AND APPROXIMATELY 275
 GV5674'FEET NW OF THE JUNCTION OF STATE ROUTES 38 AND 605.  THE DISK
 GV5674'IS STAMPED AMELIA 1942 AND PROJECTS 2 INCHES.
 GV5674'
 GV5674'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 GV5674'ARE STANDARD DISKS SET IN CONCRETE.
 GV5674'
 GV5674'U.S.C. AND G.S. BENCH MARK (R.M. NO. 1) IS A STANDARD U.S.
 GV5674'COAST AND GEODETIC SURVEY BENCH MARK DISK, STAMPED D-242, 1942,
 GV5674'SET IN A 6- BY 6-INCH CONCRETE POST AND PROJECTS 3 INCHES.
 GV5674'
 GV5674'REFERENCE MARK NO. 2 IS ON PROPERTY OWNED AND OCCUPIED BY
 GV5674'J.W. WINGO.  IT IS 27 FEET W OF THE CENTER OF COUNTY ROAD
 GV5674'614, AND 53 FEET E OF THE STEPS TO THE HOUSE.  THE DISK IS
 GV5674'STAMPED AMELIA NO. 2, 1942 AND PROJECTS 2 INCHES.
 GV5674'
 GV5674'THE AZIMUTH MARK IS 18.5 FEET S OF THE CENTER OF COUNTY ROAD
 GV5674'605, 37.5 FEET E OF THE CENTER OF COUNTY ROAD 634.  THE DISK IS
 GV5674'STAMPED AMELIA 1942 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 GV5674'STATION GO NW ON COUNTY ROAD 605 FOR 0.3 MILE TO THE MARK ON THE
 GV5674'LEFT.
 GV5674'
 GV5674'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 38 AND
 GV5674'U.S. HIGHWAY 360 IN AMELIA, GO E ON STATE ROUTE 38 FOR 1.1
 GV5674'MILES TO A FORKS AND JUNCTION OF COUNTY ROAD 614 AND STATION.
 GV5674'
 GV5674'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GV5674'
 GV5674'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5674
 GV5674                          STATION RECOVERY (1961)
 GV5674
 GV5674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5674'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 GV5674'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--HIGHWAY
 GV5674'605 IS NOW 1014 AND IN THE BOX SCORE THE DISTANCE TO THE
 GV5674'INTERSECTION OF HIGHWAYS 38 AND 614 IS NOW 250 FEET.  THE STATION IS
 GV5674'2 FEET NORTH OF A CGS WITNESS SIGN AND BENCH MARK D 242 IS 2
 GV5674'FEET SOUTHWEST OF ANOTHER WITNESS SIGN.
 GV5674'
 GV5674'THE AZIMUTH MARK IS ON THE SOUTHEAST CORNER OF HIGHWAYS 614
 GV5674'AND 634 AND THE NORTHWEST CORNER OF THE SCHOOL YARD.  IT IS 2
 GV5674'FEET NORTH OF A CGS WITNESS SIGN.
 GV5674
 GV5674                          STATION RECOVERY (1965)
 GV5674
 GV5674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5674'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 GV5674'DIRECTION TO B.M. D-242 (R.M. NO. 1) WAS NOT OBSERVED DUE TO
 GV5674'OBSTRUCTION BY TREES
 GV5674'
 GV5674'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF AMELIA, NEAR THE
 GV5674'NORTH END OF A TRIANGLE FORMED BY THE JUNCTION OF STATE
 GV5674'ROUTE 38, COUNTY ROUTE 1013 AND 605.  THE PROPERTY IS OWNED BY
 GV5674'MRS. CLARICE L. JENKINS.
 GV5674'
 GV5674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND
 GV5674'STATE ROUTE 38 IN AMELIA, GO EASTERLY ON STATE ROUTE 38 FOR 1.1
 GV5674'MILES TO THE JUNCTION OF COUNTY ROUTE 1013 AND THE STATION
 GV5674'IN THE FORK OF THE ROAD.
 GV5674'
 GV5674'THE STATION MARK IS 83 FEET WEST OF THE APPROXIMATE CENTER OF
 GV5674'STATE ROUTE 38, 76 FEET SOUTHEAST OF THE JUNCTION OF COUNTY
 GV5674'ROUTES 614 AND 1013, 35 FEET SOUTH OF A TELEPHONE POLE AND 4.3
 GV5674'FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 GV5674'STAMPED AMELIA 1942 SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GV5674'1 INCH.
 GV5674'
 GV5674'U.S.C. AND G. SURVEY BENCH MARK (REFERENCE MARK NO. 1) IS
 GV5674'49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE
 GV5674'1013, 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GV5674'38 AND 1.4 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 GV5674'COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED D-242 1942
 GV5674'SET IN A 6 X 6 INCH CONCRETE POST PROJECTING 4 INCHES.
 GV5674'
 GV5674'REFERENCE MARK NO. 2 IS 66 FEET NORTHEAST OF THE APPROXIMATE
 GV5674'CENTER OF COUNTY ROUTE 614, 50.7 FEET SOUTHEAST OF THE SOUTHWEST
 GV5674'CORNER OF A PORCH TO A BRICK HOUSE, 27 FEET NORTHWEST OF THE
 GV5674'APPROXIMATE CENTER OF COUNTY ROUTE 1013 AND 15.4 FEET WEST OF THE
 GV5674'SOUTH END OF A SIDEWALK LEADING TO THE BRICK HOUSE.  IT IS A
 GV5674'STANDARD DISK STAMPED AMELIA NO 2 1942 SET IN A SQUARE CONCRETE
 GV5674'MONUMENT PROJECTING 2 INCHES.
 GV5674'
 GV5674'THE AZIMUTH MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTER
 GV5674'OF COUNTY ROUTE 634, 17 FEET WEST OF THE APPROXIMATE CENTER
 GV5674'OF COUNTY ROUTE 614, 14 FEET NORTH OF POWERLINE POLE NO. GB-15
 GV5674'AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 GV5674'DISK STAMPED AMELIA 1942 SET IN A SQUARE CONCRETE MONUMENT
 GV5674'PROJECTING 3 INCHES.
 GV5674'
 GV5674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 GV5674'COUNTY ROUTE 614 FOR 0.35 MILE TO THE MARK ON THE LEFT AND
 GV5674'THE JUNCTION OF COUNTY ROUTE 634 AT THE NORTHWEST CORNER OF
 GV5674'A SCHOOL YARD.
 GV5674'
 GV5674'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 GV5674
 GV5674                          STATION RECOVERY (1978)
 GV5674
 GV5674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GV5674'THE STATION MARK WAS DESTROYED AT THIS TIME BY MARK MAINTENANCE AND
 GV5674'AMELIA 2 WAS ESTABLISHED.
 GV5674
 GV5674                          STATION RECOVERY (2000)
 GV5674
 GV5674'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5674'MARK NOT FOUND.
 GV5674
 GV5674                          STATION RECOVERY (2004)
 GV5674
 GV5674'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3484 ***********************************************************************
 GV3484  DESIGNATION -  AMELIA 2
 GV3484  PID         -  GV3484
 GV3484  STATE/COUNTY-  VA/AMELIA
 GV3484  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV3484
 GV3484                         *CURRENT SURVEY CONTROL
 GV3484  ___________________________________________________________________
 GV3484* NAD 83(1993)-  37 19 50.82176(N)    077 59 09.84182(W)     ADJUSTED  
 GV3484* NAVD 88     -       123.30   (+/-2cm)     404.5    (feet)  VERTCON   
 GV3484  ___________________________________________________________________
 GV3484  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV3484  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GV3484
 GV3484  HORZ ORDER  -  SECOND
 GV3484  VERT ORDER  -  THIRD (See Below)
 GV3484
 GV3484.The horizontal coordinates were established by classical geodetic methods
 GV3484.and adjusted by the National Geodetic Survey in September 1995..
 GV3484
 GV3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3484.The vertical order pertains to the NGVD 29 superseded value.
 GV3484
 GV3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3484
 GV3484.The geoid height was determined by GEOID03.
 GV3484
 GV3484;                    North         East     Units Scale Factor Converg.
 GV3484;SPC VA S     - 1,110,815.686 3,545,544.389   MT  0.99994561   +0 18 42.9
 GV3484;SPC VA S     - 3,644,401.13 11,632,340.22   sFT  0.99994561   +0 18 42.9
 GV3484;UTM  18      - 4,135,751.193   235,434.879   MT  1.00046230   -1 48 42.7
 GV3484;UTM  17      - 4,135,829.676   767,034.619   MT  1.00047847   +1 49 43.6
 GV3484
 GV3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3484!SPC VA S     -   0.99998566  x   0.99994561  =   0.99993127
 GV3484!UTM  18      -   0.99998566  x   1.00046230  =   1.00044795
 GV3484!UTM  17      -   0.99998566  x   1.00047847  =   1.00046412
 GV3484
 GV3484|---------------------------------------------------------------------|
 GV3484| PID    Reference Object                     Distance      Geod. Az  |
 GV3484|                                                           dddmmss.s |
 GV3484| GV5673 AMELIA LOOKOUT TOWER NO 31          236.208 METERS 03935     |
 GV3484| GV3485 AMELIA 2 RM 3                        21.430 METERS 20219     |
 GV3484| GV5672 AMELIA INTERSTATE AIRWAY MAST       APPROX. 0.6 KM 2263055.4 |
 GV3484| GV5674 AMELIA                               11.801 METERS 32650     |
 GV3484| GV5675 AMELIA 1942 AZ MK                   APPROX. 0.6 KM 3265121.3 |
 GV3484| DC5538 AMELIA RM 2                          45.324 METERS 34857     |
 GV3484|---------------------------------------------------------------------|
 GV3484
 GV3484                          SUPERSEDED SURVEY CONTROL
 GV3484
 GV3484  NAD 83(1993)-  37 19 50.82159(N)    077 59 09.84366(W) AD(       ) 2
 GV3484  NAD 83(1986)-  37 19 50.82816(N)    077 59 09.85746(W) AD(       ) 2
 GV3484  NAD 27      -  37 19 50.28897(N)    077 59 10.84316(W) AD(       ) 2
 GV3484  NGVD 29 (??/??/??)  123.57   (m)          405.4    (f) RESET       3  
 GV3484
 GV3484.Superseded values are not recommended for survey control.
 GV3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3484.See file dsdata.txt to determine how the superseded data were derived.
 GV3484
 GV3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3543535751(NAD 83)
 GV3484_MARKER: DS = TRIANGULATION STATION DISK
 GV3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3484_STAMPING: AMELIA 2 1978
 GV3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3484+STABILITY: SURFACE MOTION
 GV3484
 GV3484  HISTORY     - Date     Condition        Report By
 GV3484  HISTORY     - 1978     MONUMENTED       NGS
 GV3484  HISTORY     - 1978     GOOD             NGS
 GV3484  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV3484  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV3484
 GV3484                          STATION DESCRIPTION
 GV3484
 GV3484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GV3484'THE STATION IS ABOUT 1 MILE SOUTHEAST OF AMELIA ON RIGHT OF WAY OF
 GV3484'STATE ROUTE 38
 GV3484'
 GV3484'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTHWEST ON
 GV3484'STATE HIGHWAY 38 (FIVE FORKS RD) FOR 1 MILE TO COUNTY ROUTE 614 ON THE
 GV3484'RIGHT AND THE STATION ON THE LEFT AT A POINT WHERE STATE HIGHWAY 38
 GV3484'TURNS TO THE LEFT.  TURN RIGHT AND GO NORTHWEST FOR 0.4 MILE TO A
 GV3484'SCHOOL HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 GV3484'
 GV3484'STATION MARKS ARE STANDARD DISKS STAMPED---AMELIA 2 1978---THE
 GV3484'SURFACE MARK DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GV3484'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 89 FEET NORTHEAST OF A
 GV3484'POWERLINE, BRACE POLE 58.5 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE
 GV3484'38, 29 FEET NORTHEAST OF CENTERLINE OF ROUTE 38 AND 1.5 FEET NORTHWEST
 GV3484'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GV3484'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 GV3484'
 GV3484'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---AMELIA NO 2 1942---
 GV3484'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GV3484'THE GROUND.  IT IS 66 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROUTE
 GV3484'614, 52.4 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 38,
 GV3484'50.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK HOUSE AND 14.5
 GV3484'FEET WEST OF THE SOUTHEAST END OF A SIDEWALK
 GV3484'
 GV3484'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---AMELIA 2 NO 3 1978---
 GV3484'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 GV3484'WITH THE GROUND.  IT IS 72.1 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE
 GV3484'38, 32 FEET SOUTHWEST OF THE CENTERLINE OF ROUTE 38, 25.7 FEET EAST OF
 GV3484'THE BRACE POLE AND 6.5 FEET NORTH OF A WITNESS POST.
 GV3484'
 GV3484'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---AMELIA 1942---SET
 GV3484'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GV3484'THE GROUND.  IT IS 97.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 GV3484'SCHOOL, 44 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROUTE 634, 40
 GV3484'FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROUTE 614, 20 FEET SOUTHEAS
 GV3484'OF THE CENTER OF A MANHOLE COVER AND 1 FOOT NORTHEAST OF A WITNESS
 GV3484'POST.
 GV3484'
 GV3484'HEIGHT OF LIGHT ABOVE MARK 1.44 METERS.
 GV3484
 GV3484                          STATION RECOVERY (1978)
 GV3484
 GV3484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GV3484'1 MI SW FROM AMELIA.
 GV3484'1 MILE SOUTHWEST OF POST OFFICE IN AMELIA ALONG STATE HIGHWAY 38 AT
 GV3484'THE JUNCTION WITH COUNTY ROUTE 614, 89 FEET NORTHEAST OF A POWERLINE
 GV3484'BRACE POLE, 58.5 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE 38, 29 FEET
 GV3484'NORTHEAST OF THE CENTERLINE OF ROUTE 38 AND 1.5 FEET NORTHWEST OF A
 GV3484'WITNESS POST.
 GV3484
 GV3484                          STATION RECOVERY (2000)
 GV3484
 GV3484'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3484'MARK NOT FOUND.
 GV3484
 GV3484                          STATION RECOVERY (2004)
 GV3484
 GV3484'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3485 ***********************************************************************
 GV3485  DESIGNATION -  AMELIA 2 RM 3
 GV3485  PID         -  GV3485
 GV3485  STATE/COUNTY-  VA/AMELIA
 GV3485  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV3485
 GV3485                         *CURRENT SURVEY CONTROL
 GV3485  ___________________________________________________________________
 GV3485* NAD 83(1986)-  37 19 52.     (N)    077 59 09.     (W)     SCALED    
 GV3485* NAVD 88     -       123.02   (+/-2cm)     403.6    (feet)  VERTCON   
 GV3485  ___________________________________________________________________
 GV3485  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GV3485
 GV3485  VERT ORDER  -  THIRD (See Below)
 GV3485
 GV3485.The horizontal coordinates were scaled from a topographic map and have
 GV3485.an estimated accuracy of +/- 6 seconds.
 GV3485
 GV3485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3485.The vertical order pertains to the NGVD 29 superseded value.
 GV3485
 GV3485.The geoid height was determined by GEOID03.
 GV3485
 GV3485;                    North         East    Units  Estimated Accuracy
 GV3485;SPC VA S     - 1,110,850.    3,545,570.      MT  (+/- 180 meters Scaled)
 GV3485
 GV3485                          SUPERSEDED SURVEY CONTROL
 GV3485
 GV3485  NGVD 29 (??/??/??)  123.29   (m)          404.5    (f) RESET       3  
 GV3485
 GV3485.Superseded values are not recommended for survey control.
 GV3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3485.See file dsdata.txt to determine how the superseded data were derived.
 GV3485
 GV3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG354357(NAD 83)
 GV3485_MARKER: DR = REFERENCE MARK DISK
 GV3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3485_STAMPING: AMELIA 2 RM 3 1978
 GV3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3485+STABILITY: SURFACE MOTION
 GV3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3485+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GV3485
 GV3485  HISTORY     - Date     Condition        Report By
 GV3485  HISTORY     - 1978     MONUMENTED       NGS
 GV3485  HISTORY     - 20000308 GOOD             USPSQD
 GV3485  HISTORY     - 20041027 GOOD             USPSQD
 GV3485
 GV3485                          STATION DESCRIPTION
 GV3485
 GV3485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GV3485'1 MI SW FROM AMELIA.
 GV3485'70.31 FEET SOUTHWEST OF TRIANGULATION STATION AMELIA 2 DESCRIBED, 72
 GV3485'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 38, 32 FEET SOUTH-
 GV3485'WEST OF THE CENTERLINE OF STATE HIGHWAY 38, 25.7 FEET EAST OF A
 GV3485'POWERLINE BRACE POLE AND 6.5 FEET NORTH OF A WITNESS POST.
 GV3485
 GV3485                          STATION RECOVERY (2000)
 GV3485
 GV3485'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3485'RECOVERED IN GOOD CONDITION.
 GV3485
 GV3485                          STATION RECOVERY (2004)
 GV3485
 GV3485'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5672 ***********************************************************************
 GV5672  DESIGNATION -  AMELIA INTERSTATE AIRWAY MAST
 GV5672  PID         -  GV5672
 GV5672  STATE/COUNTY-  VA/AMELIA
 GV5672  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV5672
 GV5672                         *CURRENT SURVEY CONTROL
 GV5672  ___________________________________________________________________
 GV5672* NAD 83(1993)-  37 19 36.99637(N)    077 59 28.09473(W)     ADJUSTED  
 GV5672* NAVD 88     -                                                        
 GV5672  ___________________________________________________________________
 GV5672  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 GV5672  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GV5672
 GV5672  HORZ ORDER  -  THIRD
 GV5672
 GV5672.The horizontal coordinates were established by classical geodetic methods
 GV5672.and adjusted by the National Geodetic Survey in September 1995..
 GV5672
 GV5672
 GV5672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5672
 GV5672.The geoid height was determined by GEOID03.
 GV5672
 GV5672;                    North         East     Units Scale Factor Converg.
 GV5672;SPC VA S     - 1,110,387.061 3,545,097.369   MT  0.99994565   +0 18 31.8
 GV5672;SPC VA S     - 3,642,994.88 11,630,873.62   sFT  0.99994565   +0 18 31.8
 GV5672;UTM  18      - 4,135,339.213   234,972.042   MT  1.00046532   -1 48 53.2
 GV5672;UTM  17      - 4,135,389.134   766,598.869   MT  1.00047561   +1 49 31.9
 GV5672
 GV5672                          SUPERSEDED SURVEY CONTROL
 GV5672
 GV5672  NAD 83(1993)-  37 19 36.99664(N)    077 59 28.09595(W) AD(       ) 4
 GV5672  NAD 83(1986)-  37 19 37.00276(N)    077 59 28.11029(W) AD(       ) 4
 GV5672  NAD 27      -  37 19 36.46379(N)    077 59 29.09519(W) AD(       ) 3
 GV5672
 GV5672.Superseded values are not recommended for survey control.
 GV5672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5672.See file dsdata.txt to determine how the superseded data were derived.
 GV5672
 GV5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3497235339(NAD 83)
 GV5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5672+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GV5672
 GV5672  HISTORY     - Date     Condition        Report By
 GV5672  HISTORY     - 1965     FIRST OBSERVED   CGS
 GV5672  HISTORY     - 20000308 GOOD             USPSQD
 GV5672  HISTORY     - 20041027 GOOD             USPSQD
 GV5672
 GV5672                          STATION DESCRIPTION
 GV5672
 GV5672'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5672'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHWEST OF AMELIA.
 GV5672'
 GV5672'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTHWEST
 GV5672'ON STATE HIGHWAY 38 FOR 1.0 MILE TO THE JUNCTION OF COUNTY
 GV5672'ROUTE 614, TURN LEFT ON COUNTY ROUTE 614 AND GO 0.3 MILE TO THE
 GV5672'STATION ON THE RIGHT.
 GV5672'
 GV5672'THE STATION IS A THREE SIDED GUYED STEEL MAST PAINTED ALTERNATE
 GV5672'RED AND WHITE AND 280 FEET IN HEIGHT.  THE POINT INTERSECTED
 GV5672'WAS THE RED LIGHT AT THE APEX.
 GV5672
 GV5672                          STATION RECOVERY (2000)
 GV5672
 GV5672'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5672'RECOVERED IN GOOD CONDITION.
 GV5672
 GV5672                          STATION RECOVERY (2004)
 GV5672
 GV5672'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5673 ***********************************************************************
 GV5673  DESIGNATION -  AMELIA LOOKOUT TOWER NO 31
 GV5673  PID         -  GV5673
 GV5673  STATE/COUNTY-  VA/AMELIA
 GV5673  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV5673
 GV5673                         *CURRENT SURVEY CONTROL
 GV5673  ___________________________________________________________________
 GV5673* NAD 83(1993)-  37 19 56.72663(N)    077 59 03.72760(W)     ADJUSTED  
 GV5673* NAVD 88     -                                                        
 GV5673  ___________________________________________________________________
 GV5673  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5673  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GV5673
 GV5673  HORZ ORDER  -  THIRD
 GV5673
 GV5673.The horizontal coordinates were established by classical geodetic methods
 GV5673.and adjusted by the National Geodetic Survey in September 1995..
 GV5673
 GV5673
 GV5673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5673
 GV5673.The geoid height was determined by GEOID03.
 GV5673
 GV5673;                    North         East     Units Scale Factor Converg.
 GV5673;SPC VA S     - 1,110,998.535 3,545,693.904   MT  0.99994559   +0 18 46.6
 GV5673;SPC VA S     - 3,645,001.03 11,632,830.75   sFT  0.99994559   +0 18 46.6
 GV5673;UTM  18      - 4,135,928.466   235,591.147   MT  1.00046128   -1 48 39.2
 GV5673;UTM  17      - 4,136,016.518   767,179.318   MT  1.00047943   +1 49 47.6
 GV5673
 GV5673                          SUPERSEDED SURVEY CONTROL
 GV5673
 GV5673  NAD 83(1993)-  37 19 56.72651(N)    077 59 03.72928(W) AD(       ) 4
 GV5673  NAD 83(1986)-  37 19 56.73299(N)    077 59 03.74316(W) AD(       ) 4
 GV5673  NAD 27      -  37 19 56.20073(N)    077 59 04.71981(W) AD(       ) 3
 GV5673
 GV5673.Superseded values are not recommended for survey control.
 GV5673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5673.See file dsdata.txt to determine how the superseded data were derived.
 GV5673
 GV5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3559135928(NAD 83)
 GV5673_MARKER: 57 = LOOKOUT TOWER
 GV5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5673+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GV5673
 GV5673  HISTORY     - Date     Condition        Report By
 GV5673  HISTORY     - 1965     FIRST OBSERVED   CGS
 GV5673  HISTORY     - 20000308 GOOD             USPSQD
 GV5673  HISTORY     - 20041027 GOOD             USPSQD
 GV5673
 GV5673                          STATION DESCRIPTION
 GV5673
 GV5673'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5673'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF AMELIA.
 GV5673'
 GV5673'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTHWEST
 GV5673'ON STATE HIGHWAY 38 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 GV5673'
 GV5673'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED GRAY WITH
 GV5673'A GLASS ENCLOSED CAB AND THE OVER-ALL HEIGHT IS 125 FEET.  THE
 GV5673'POINT INTERSECTED WAS THE APEX OF THE ROOF.
 GV5673
 GV5673                          STATION RECOVERY (2000)
 GV5673
 GV5673'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5673'RECOVERED IN GOOD CONDITION.
 GV5673
 GV5673                          STATION RECOVERY (2004)
 GV5673
 GV5673'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1010 ***********************************************************************
 GW1010  DESIGNATION -  AMHERST
 GW1010  PID         -  GW1010
 GW1010  STATE/COUNTY-  VA/AMHERST
 GW1010  USGS QUAD   -  AMHERST (1978)
 GW1010
 GW1010                         *CURRENT SURVEY CONTROL
 GW1010  ___________________________________________________________________
 GW1010* NAD 83(1993)-  37 35 00.82442(N)    079 03 29.19933(W)     ADJUSTED  
 GW1010* NAVD 88     -       236.283  (meters)     775.21   (feet)  ADJUSTED  
 GW1010  ___________________________________________________________________
 GW1010  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GW1010  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1010  DYNAMIC HT  -         236.108 (meters)     774.63  (feet)  COMP
 GW1010  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GW1010
 GW1010  HORZ ORDER  -  SECOND
 GW1010  VERT ORDER  -  SECOND    CLASS 0
 GW1010
 GW1010.The horizontal coordinates were established by classical geodetic methods
 GW1010.and adjusted by the National Geodetic Survey in November 1994..
 GW1010
 GW1010.The orthometric height was determined by differential leveling
 GW1010.and adjusted by the National Geodetic Survey in June 1991..
 GW1010
 GW1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1010
 GW1010.The geoid height was determined by GEOID03.
 GW1010
 GW1010.The dynamic height is computed by dividing the NAVD 88
 GW1010.geopotential number by the normal gravity value computed on the
 GW1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1010.degrees latitude (g = 980.6199 gals.).
 GW1010
 GW1010.The modeled gravity was interpolated from observed gravity values.
 GW1010
 GW1010;                    North         East     Units Scale Factor Converg.
 GW1010;SPC VA S     - 1,138,890.886 3,450,706.471   MT  0.99995249   -0 20 19.4
 GW1010;SPC VA S     - 3,736,511.18 11,321,192.81   sFT  0.99995249   -0 20 19.4
 GW1010;UTM  17      - 4,161,384.600   671,460.747   MT  0.99996213   +1 11 04.9
 GW1010
 GW1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1010!SPC VA S     -   0.99996794  x   0.99995249  =   0.99992043
 GW1010!UTM  17      -   0.99996794  x   0.99996213  =   0.99993007
 GW1010
 GW1010:                Primary Azimuth Mark                     Grid Az
 GW1010:SPC VA S     -  BUFFALO                                  043 26 17.1
 GW1010:UTM  17      -  BUFFALO                                  041 54 52.8
 GW1010
 GW1010|---------------------------------------------------------------------|
 GW1010| PID    Reference Object                     Distance      Geod. Az  |
 GW1010|                                                           dddmmss.s |
 GW1010| GW1017 BUFFALO                             APPROX. 5.6 KM 0430557.7 |
 GW1010| GW1011 AMHERST RM 1                         34.208 METERS 07214     |
 GW1010| GW2146 AMHERST CENTRAL VA TEL MAST         APPROX. 0.7 KM 0830337.7 |
 GW1010|---------------------------------------------------------------------|
 GW1010
 GW1010                          SUPERSEDED SURVEY CONTROL
 GW1010
 GW1010  NAD 83(1986)-  37 35 00.83006(N)    079 03 29.20891(W) AD(       ) 2
 GW1010  NAD 27      -  37 35 00.31761(N)    079 03 30.12009(W) AD(       ) 2
 GW1010  NGVD 29 (??/??/92)  236.493  (m)          775.89   (f) ADJ UNCH    2 0
 GW1010
 GW1010.Superseded values are not recommended for survey control.
 GW1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1010.See file dsdata.txt to determine how the superseded data were derived.
 GW1010
 GW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7146161385(NAD 83)
 GW1010_MARKER: DE = TRAVERSE STATION DISK
 GW1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1010_STAMPING: AMHERST 1965
 GW1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1010+STABILITY: SURFACE MOTION
 GW1010
 GW1010  HISTORY     - Date     Condition        Report By
 GW1010  HISTORY     - 1965     MONUMENTED       CGS
 GW1010  HISTORY     - 1965     GOOD             CGS
 GW1010
 GW1010                          STATION DESCRIPTION
 GW1010
 GW1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW1010'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF AMHERST,
 GW1010'AT THE AMHERST MUNICIPAL WATER TANK AND ON THE PROPERTY OF
 GW1010'MRS. WATTS.
 GW1010'
 GW1010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29
 GW1010'AND 60 IN AMHERST, GO SOUTHWESTERLY ON U.S. HIGHWAY 29 FOR
 GW1010'0.6 MILE TO THE JUNCTION OF COUNTY ROUTE 643 ON THE RIGHT,
 GW1010'TURN RIGHT AND GO NORTHWESTERLY ON COUNTY ROUTE 643 FOR 0.2
 GW1010'MILE TO A FORK, KEEP THE RIGHT FORK AND GO NORTH ON COUNTY
 GW1010'ROUTE 1118 FOR 0.2 MILE TO THE END OF SURFACED ROAD, TURN
 GW1010'RIGHT AND FOLLOW TRACK ROAD THROUGH WOODS FOR 0.1 MILE TO
 GW1010'WATER TANK AND STATION.
 GW1010'
 GW1010'THE STATION MARK IS 55 FEET SOUTH OF THE EAST LEG OF WATER
 GW1010'TANK, 26 FEET SOUTHEAST OF THE SOUTH LEG OF WATER TANK AND
 GW1010'ON THE EAST EDGE OF WOODED AREA.  IT IS A STANDARD TRAVERSE
 GW1010'DISK STAMPED AMHERST 1965 SET IN A FLUSH SQUARE CONCRETE
 GW1010'MONUMENT.
 GW1010'
 GW1010'REFERENCE MARK NO. 1 IS 1.3 FEET SOUTH OF POWER LINE POLE
 GW1010'NO. 1043-379 WHICH IS IN THE NORTH CORNER OF MRS. WATTS YARD.
 GW1010'IT IS A STANDARD DISK STAMPED AMHERST NO 1 1965 SET IN A
 GW1010'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 GW1010'
 GW1010'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GW1010
 GW1010                          STATION RECOVERY (1965)
 GW1010
 GW1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW1010'AT AMHERST.
 GW1010'AT AMHERST, ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 29 FROM
 GW1010'THE COURT HOUSE IN AMHERST, THENCE WEST ALONG A DRIVEWAY TO
 GW1010'THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH, AT THE AMHERST
 GW1010'MUNICIPAL WATER TANK, 112.2 FEET SOUTHWEST OF RM 1, 55 FEET
 GW1010'SOUTH OF THE EAST LEG OF WATER TANK, 26 FEET SOUTHEAST OF THE
 GW1010'SOUTH LEG OF WATER TANK, AND IS ABOUT 200 YARDS WEST OF U.S.
 GW1010'HIGHWAY 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2503 ***********************************************************************
 GW2503  DESIGNATION -  AMHERST 301
 GW2503  PID         -  GW2503
 GW2503  STATE/COUNTY-  VA/AMHERST
 GW2503  USGS QUAD   -  KELLY (1986)
 GW2503
 GW2503                         *CURRENT SURVEY CONTROL
 GW2503  ___________________________________________________________________
 GW2503* NAD 83(1993)-  37 24 02.96755(N)    079 07 04.85406(W)     ADJUSTED  
 GW2503* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 GW2503  ___________________________________________________________________
 GW2503  X           -     957,758.538 (meters)                     COMP
 GW2503  Y           -  -4,982,005.162 (meters)                     COMP
 GW2503  Z           -   3,852,927.838 (meters)                     COMP
 GW2503  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GW2503  ELLIP HEIGHT-         168.05  (meters)          (05/17/02) GPS OBS
 GW2503  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW2503
 GW2503  HORZ ORDER  -  FIRST
 GW2503  ELLP ORDER  -  FOURTH    CLASS II
 GW2503
 GW2503.The horizontal coordinates were established by GPS observations
 GW2503.and adjusted by the National Geodetic Survey in September 1995..
 GW2503
 GW2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2503
 GW2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2503
 GW2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2503
 GW2503.The ellipsoidal height was determined by GPS observations
 GW2503.and is referenced to NAD 83.
 GW2503
 GW2503.The geoid height was determined by GEOID03.
 GW2503
 GW2503;                    North         East     Units Scale Factor Converg.
 GW2503;SPC VA S     - 1,118,643.805 3,445,282.922   MT  0.99994557   -0 22 30.3
 GW2503;SPC VA S     - 3,670,083.88 11,303,399.05   sFT  0.99994557   -0 22 30.3
 GW2503;UTM  17      - 4,141,000.626   666,576.482   MT  0.99994180   +1 08 36.1
 GW2503
 GW2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2503!SPC VA S     -   0.99997363  x   0.99994557  =   0.99991920
 GW2503!UTM  17      -   0.99997363  x   0.99994180  =   0.99991543
 GW2503
 GW2503                          SUPERSEDED SURVEY CONTROL
 GW2503
 GW2503  ELLIP H (09/08/95)  168.10   (m)                       GP(       ) 4 2
 GW2503  NAD 83(1993)-  37 24 02.96760(N)    079 07 04.85398(W) AD(       ) 1
 GW2503  ELLIP H (11/14/94)  168.10   (m)                       GP(       ) 4 2
 GW2503  NAD 83(1986)-  37 24 02.97246(N)    079 07 04.86666(W) AD(       ) 1
 GW2503  NGVD 29 (07/01/93)  200.0    (m)          656.     (f) GPS OBS        
 GW2503
 GW2503.Superseded values are not recommended for survey control.
 GW2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2503.See file dsdata.txt to determine how the superseded data were derived.
 GW2503
 GW2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6657641001(NAD 83)
 GW2503_MARKER: DD = SURVEY DISK
 GW2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2503_SP_SET: CONCRETE POST
 GW2503_STAMPING: 301
 GW2503_MARK LOGO: VA-009
 GW2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2503+STABILITY: SURFACE MOTION
 GW2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2503+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2503
 GW2503  HISTORY     - Date     Condition        Report By
 GW2503  HISTORY     - 1992     MONUMENTED       MSI
 GW2503
 GW2503                          STATION DESCRIPTION
 GW2503
 GW2503'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2503'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2503'MI (1.6 KM) SOUTHEAST OF THE U.S. 29 BYPASS BRIDGE OVER THE JAMES
 GW2503'RIVER, AT THE LYNCHBURG CITY LIMITS.
 GW2503'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 210,
 GW2503'PROCEED 0.9 MI (1.4 KM) EAST ALONG S.R 210 TO THE WATER TANKS AND THE
 GW2503'INTERSECTION OF S.R. 334 AND S.R. 1013.  TRAVEL 0.7 MI (1.1 KM) SOUTH
 GW2503'ALONG S.R. 1013 TO A FORK IN THE TRAILER PARK AT A GRASSY FIELD.
 GW2503'BEAR RIGHT 0.3 MI (0.5 KM) ALONG A GRAVEL ROAD TO THE STATION ON THE
 GW2503'RIGHT, WEST OF THE CUL-DE-SAC.
 GW2503'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2503'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2503'STAMPED, 301.  THE DISK IS LOCATED 17.5 FT (5.3 M) SOUTHWEST OF THE
 GW2503'CENTERLINE OF S.R 1013, 53.0 FT (16.2 M) WEST OF A WATER PIPE ACCESS,
 GW2503'AND 83.0 FT (25.3 M) SOUTH OF THE SOUTHERNMOST CORNER OF TRAILER
 GW2503'NUMBER 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2504 ***********************************************************************
 GW2504  DESIGNATION -  AMHERST 303
 GW2504  PID         -  GW2504
 GW2504  STATE/COUNTY-  VA/AMHERST
 GW2504  USGS QUAD   -  LYNCHBURG (1984)
 GW2504
 GW2504                         *CURRENT SURVEY CONTROL
 GW2504  ___________________________________________________________________
 GW2504* NAD 83(1993)-  37 25 27.15760(N)    079 08 16.80654(W)     ADJUSTED  
 GW2504* NAVD 88     -       226.7    (meters)     744.     (feet)  VERTCON   
 GW2504  ___________________________________________________________________
 GW2504  X           -     955,727.439 (meters)                     COMP
 GW2504  Y           -  -4,980,811.245 (meters)                     COMP
 GW2504  Z           -   3,855,005.813 (meters)                     COMP
 GW2504  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GW2504  ELLIP HEIGHT-         194.95  (meters)          (05/17/02) GPS OBS
 GW2504  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW2504
 GW2504  HORZ ORDER  -  FIRST
 GW2504  ELLP ORDER  -  FOURTH    CLASS II
 GW2504
 GW2504.The horizontal coordinates were established by GPS observations
 GW2504.and adjusted by the National Geodetic Survey in September 1995..
 GW2504
 GW2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2504
 GW2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2504
 GW2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2504
 GW2504.The ellipsoidal height was determined by GPS observations
 GW2504.and is referenced to NAD 83.
 GW2504
 GW2504.The geoid height was determined by GEOID03.
 GW2504
 GW2504;                    North         East     Units Scale Factor Converg.
 GW2504;SPC VA S     - 1,121,250.895 3,443,530.921   MT  0.99994589   -0 23 14.0
 GW2504;SPC VA S     - 3,678,637.31 11,297,651.03   sFT  0.99994589   -0 23 14.0
 GW2504;UTM  17      - 4,143,560.346   664,756.012   MT  0.99993437   +1 07 54.5
 GW2504
 GW2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2504!SPC VA S     -   0.99996941  x   0.99994589  =   0.99991530
 GW2504!UTM  17      -   0.99996941  x   0.99993437  =   0.99990378
 GW2504
 GW2504                          SUPERSEDED SURVEY CONTROL
 GW2504
 GW2504  ELLIP H (09/08/95)  194.99   (m)                       GP(       ) 4 2
 GW2504  NAD 83(1993)-  37 25 27.15765(N)    079 08 16.80648(W) AD(       ) 1
 GW2504  ELLIP H (11/14/94)  195.00   (m)                       GP(       ) 4 2
 GW2504  NAD 83(1986)-  37 25 27.16246(N)    079 08 16.81869(W) AD(       ) 1
 GW2504  NGVD 29 (07/01/93)  226.9    (m)          744.     (f) GPS OBS        
 GW2504
 GW2504.Superseded values are not recommended for survey control.
 GW2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2504.See file dsdata.txt to determine how the superseded data were derived.
 GW2504
 GW2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6475643560(NAD 83)
 GW2504_MARKER: DD = SURVEY DISK
 GW2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2504_SP_SET: CONCRETE POST
 GW2504_STAMPING: 303
 GW2504_MARK LOGO: VA-009
 GW2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2504+STABILITY: SURFACE MOTION
 GW2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2504+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2504
 GW2504  HISTORY     - Date     Condition        Report By
 GW2504  HISTORY     - 1992     MONUMENTED       MSI
 GW2504
 GW2504                          STATION DESCRIPTION
 GW2504
 GW2504'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2504'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 0.5
 GW2504'MI (0.8 KM) NORTH OF THE U.S. 29 BUSINESS BRIDGE OVER THE JAMES
 GW2504'RIVER, AT THE LYNCHBURG CITY LIMITS.
 GW2504'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 BUSINESS AND
 GW2504'S.R. 1057, PROCEED 200 FT (61.0 M) NORTH ALONG S.R 1057 TO THE
 GW2504'JUNCTION WITH S.R. 1059.  TURN LEFT ONTO S.R. 1059 AND TRAVEL WEST
 GW2504'0.2 MI (0.3 KM) TO THE INTERSECTION WITH S.R. 1072. TURN LEFT ONTO
 GW2504'S.R.1072 AND TRAVEL 0.2 MI (0.3 KM) SOUTH TO THE STATION ON THE RIGHT
 GW2504'AT THE CUL-DE-SAC.
 GW2504'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2504'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2504'STAMPED, 303.  THE DISK IS LOCATED ON THE WEST SIDE OF THE
 GW2504'CUL-DE-SAC, 7.0 FT (2.1 M) WEST OF THE EDGE OF THE PAVEMENT, 13.5 FT
 GW2504'(4.1 M) NORTH OF A WATER METER, AND 13.5 FT (4.1 M) NORTHEAST OF
 GW2504'POWER POLE NUMBER 81-6046-2172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2505 ***********************************************************************
 GW2505  DESIGNATION -  AMHERST 304
 GW2505  PID         -  GW2505
 GW2505  STATE/COUNTY-  VA/AMHERST
 GW2505  USGS QUAD   -  LYNCHBURG (1984)
 GW2505
 GW2505                         *CURRENT SURVEY CONTROL
 GW2505  ___________________________________________________________________
 GW2505* NAD 83(1993)-  37 26 30.11995(N)    079 09 23.40090(W)     ADJUSTED  
 GW2505* NAVD 88     -       176.3    (meters)     578.     (feet)  VERTCON   
 GW2505  ___________________________________________________________________
 GW2505  X           -     953,889.787 (meters)                     COMP
 GW2505  Y           -  -4,979,921.390 (meters)                     COMP
 GW2505  Z           -   3,856,516.547 (meters)                     COMP
 GW2505  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 GW2505  ELLIP HEIGHT-         144.51  (meters)          (05/17/02) GPS OBS
 GW2505  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2505
 GW2505  HORZ ORDER  -  FIRST
 GW2505  ELLP ORDER  -  FOURTH    CLASS II
 GW2505
 GW2505.The horizontal coordinates were established by GPS observations
 GW2505.and adjusted by the National Geodetic Survey in September 1995..
 GW2505
 GW2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2505
 GW2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2505
 GW2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2505
 GW2505.The ellipsoidal height was determined by GPS observations
 GW2505.and is referenced to NAD 83.
 GW2505
 GW2505.The geoid height was determined by GEOID03.
 GW2505
 GW2505;                    North         East     Units Scale Factor Converg.
 GW2505;SPC VA S     - 1,123,203.059 3,441,907.162   MT  0.99994624   -0 23 54.4
 GW2505;SPC VA S     - 3,685,042.04 11,292,323.75   sFT  0.99994624   -0 23 54.4
 GW2505;UTM  17      - 4,145,468.745   663,081.092   MT  0.99992761   +1 07 15.6
 GW2505
 GW2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2505!SPC VA S     -   0.99997732  x   0.99994624  =   0.99992356
 GW2505!UTM  17      -   0.99997732  x   0.99992761  =   0.99990494
 GW2505
 GW2505                          SUPERSEDED SURVEY CONTROL
 GW2505
 GW2505  ELLIP H (09/08/95)  144.55   (m)                       GP(       ) 4 2
 GW2505  NAD 83(1993)-  37 26 30.11999(N)    079 09 23.40086(W) AD(       ) 1
 GW2505  ELLIP H (11/14/94)  144.56   (m)                       GP(       ) 4 2
 GW2505  NAD 83(1986)-  37 26 30.12495(N)    079 09 23.41304(W) AD(       ) 1
 GW2505  NGVD 29 (07/01/93)  176.5    (m)          579.     (f) GPS OBS        
 GW2505
 GW2505.Superseded values are not recommended for survey control.
 GW2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2505.See file dsdata.txt to determine how the superseded data were derived.
 GW2505
 GW2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6308145469(NAD 83)
 GW2505_MARKER: DD = SURVEY DISK
 GW2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2505_SP_SET: CONCRETE POST
 GW2505_STAMPING: 304
 GW2505_MARK LOGO: VA-009
 GW2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2505+STABILITY: SURFACE MOTION
 GW2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2505+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2505
 GW2505  HISTORY     - Date     Condition        Report By
 GW2505  HISTORY     - 1992     MONUMENTED       MSI
 GW2505
 GW2505                          STATION DESCRIPTION
 GW2505
 GW2505'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2505'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2505'MI (3.2 KM) NORTHWEST OF THE U.S. 29 BUSINESS BRIDGE OVER THE JAMES
 GW2505'RIVER, AT THE LYNCHBURG CITY LIMITS.
 GW2505'TO REACH THE STATION FROM S.R. 685 AT THE U.S. 29 BUSINESS OVERPASS,
 GW2505'PROCEED 2.0 MI (3.2 KM) NORTHWEST ALONG S.R. 685 TO THE STATION ON
 GW2505'THE LEFT, IN A PLOWED FIELD NEAR A CONCRETE WELL.
 GW2505'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2505'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2505'STAMPED, 304.  THE DISK IS LOCATED 14.5 FT (4.4 M) SOUTH OF THE
 GW2505'CENTERLINE OF S.R. 685, 52.3 FT (15.9 M) NORTH OF A CONCRETE WELL
 GW2505'CAP, AND 159.3 FT (48.6 M) NORTHWEST OF POWER POLE NUMBER 57-2512.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2506 ***********************************************************************
 GW2506  DESIGNATION -  AMHERST 305
 GW2506  PID         -  GW2506
 GW2506  STATE/COUNTY-  VA/AMHERST
 GW2506  USGS QUAD   -  KELLY (1986)
 GW2506
 GW2506                         *CURRENT SURVEY CONTROL
 GW2506  ___________________________________________________________________
 GW2506* NAD 83(1993)-  37 26 12.26821(N)    079 06 11.81078(W)     ADJUSTED  
 GW2506* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 GW2506  ___________________________________________________________________
 GW2506  X           -     958,587.596 (meters)                     COMP
 GW2506  Y           -  -4,979,410.318 (meters)                     COMP
 GW2506  Z           -   3,856,117.406 (meters)                     COMP
 GW2506  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GW2506  ELLIP HEIGHT-         206.78  (meters)          (05/17/02) GPS OBS
 GW2506  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GW2506
 GW2506  HORZ ORDER  -  FIRST
 GW2506  ELLP ORDER  -  FOURTH    CLASS II
 GW2506
 GW2506.The horizontal coordinates were established by GPS observations
 GW2506.and adjusted by the National Geodetic Survey in September 1995..
 GW2506
 GW2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2506
 GW2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2506
 GW2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2506
 GW2506.The ellipsoidal height was determined by GPS observations
 GW2506.and is referenced to NAD 83.
 GW2506
 GW2506.The geoid height was determined by GEOID03.
 GW2506
 GW2506;                    North         East     Units Scale Factor Converg.
 GW2506;SPC VA S     - 1,122,621.319 3,446,612.899   MT  0.99994613   -0 21 58.1
 GW2506;SPC VA S     - 3,683,133.44 11,307,762.49   sFT  0.99994613   -0 21 58.1
 GW2506;UTM  17      - 4,145,011.990   667,800.558   MT  0.99994684   +1 09 11.7
 GW2506
 GW2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2506!SPC VA S     -   0.99996755  x   0.99994613  =   0.99991368
 GW2506!UTM  17      -   0.99996755  x   0.99994684  =   0.99991439
 GW2506
 GW2506                          SUPERSEDED SURVEY CONTROL
 GW2506
 GW2506  ELLIP H (09/08/95)  206.82   (m)                       GP(       ) 4 2
 GW2506  NAD 83(1993)-  37 26 12.26825(N)    079 06 11.81070(W) AD(       ) 1
 GW2506  ELLIP H (11/14/94)  206.83   (m)                       GP(       ) 4 2
 GW2506  NAD 83(1986)-  37 26 12.27312(N)    079 06 11.82319(W) AD(       ) 1
 GW2506  NGVD 29 (07/01/93)  238.7    (m)          783.     (f) GPS OBS        
 GW2506
 GW2506.Superseded values are not recommended for survey control.
 GW2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2506.See file dsdata.txt to determine how the superseded data were derived.
 GW2506
 GW2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6780145012(NAD 83)
 GW2506_MARKER: DD = SURVEY DISK
 GW2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2506_SP_SET: CONCRETE POST
 GW2506_STAMPING: 305
 GW2506_MARK LOGO: VA-009
 GW2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2506+STABILITY: SURFACE MOTION
 GW2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2506+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2506
 GW2506  HISTORY     - Date     Condition        Report By
 GW2506  HISTORY     - 1992     MONUMENTED       MSI
 GW2506
 GW2506                          STATION DESCRIPTION
 GW2506
 GW2506'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2506'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2506'MI (1.6 KM) EAST OF THE TOWN OF MADISON HEIGHTS.
 GW2506'TO REACH THE STATION FROM S.R. 681 AT THE U.S. 29, PROCEED 0.7 MI
 GW2506'(1.1 KM) EAST ALONG S.R. 681 TO THE INTERSECTION WITH S.R. 1049. TURN
 GW2506'LEFT ONTO S.R. 1049 AND TRAVEL 0.6 MI (1.0 KM) NORTH TO THE
 GW2506'INTERSECTION WITH S.R. 1062 (LAUREL DRIVE).  TURN LEFT ONTO S.R.1062
 GW2506'AND PROCEED NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R.
 GW2506'1063 (WELLVIEW DRIVE) AND THE STATION ON THE LEFT.
 GW2506'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2506'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2506'STAMPED, 305.  THE DISK IS LOCATED IN THE NORTHWEST CORNER OF THE
 GW2506'INTERSECTION, 6.5 FT (2.0 M) SOUTHWEST OF POWER POLE NUMBER 82-578,
 GW2506'25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF LAUREL DRIVE, AND 34.5 FT
 GW2506'(10.5 M) WEST OF THE CENTERLINE OF WELLVIEW DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2507 ***********************************************************************
 GW2507  DESIGNATION -  AMHERST 306
 GW2507  PID         -  GW2507
 GW2507  STATE/COUNTY-  VA/AMHERST
 GW2507  USGS QUAD   -  KELLY (1986)
 GW2507
 GW2507                         *CURRENT SURVEY CONTROL
 GW2507  ___________________________________________________________________
 GW2507* NAD 83(1993)-  37 26 42.94597(N)    079 04 08.15931(W)     ADJUSTED  
 GW2507* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 GW2507  ___________________________________________________________________
 GW2507  X           -     961,464.449 (meters)                     COMP
 GW2507  Y           -  -4,978,275.419 (meters)                     COMP
 GW2507  Z           -   3,856,872.427 (meters)                     COMP
 GW2507  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GW2507  ELLIP HEIGHT-         213.47  (meters)          (05/17/02) GPS OBS
 GW2507  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW2507
 GW2507  HORZ ORDER  -  FIRST
 GW2507  ELLP ORDER  -  FOURTH    CLASS II
 GW2507
 GW2507.The horizontal coordinates were established by GPS observations
 GW2507.and adjusted by the National Geodetic Survey in September 1995..
 GW2507
 GW2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2507
 GW2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2507
 GW2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2507
 GW2507.The ellipsoidal height was determined by GPS observations
 GW2507.and is referenced to NAD 83.
 GW2507
 GW2507.The geoid height was determined by GEOID03.
 GW2507
 GW2507;                    North         East     Units Scale Factor Converg.
 GW2507;SPC VA S     - 1,123,548.157 3,449,658.141   MT  0.99994632   -0 20 43.1
 GW2507;SPC VA S     - 3,686,174.25 11,317,753.42   sFT  0.99994632   -0 20 43.1
 GW2507;UTM  17      - 4,146,019.263   670,820.172   MT  0.99995944   +1 10 27.8
 GW2507
 GW2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2507!SPC VA S     -   0.99996650  x   0.99994632  =   0.99991282
 GW2507!UTM  17      -   0.99996650  x   0.99995944  =   0.99992594
 GW2507
 GW2507                          SUPERSEDED SURVEY CONTROL
 GW2507
 GW2507  ELLIP H (09/08/95)  213.51   (m)                       GP(       ) 4 2
 GW2507  NAD 83(1993)-  37 26 42.94598(N)    079 04 08.15924(W) AD(       ) 1
 GW2507  ELLIP H (11/14/94)  213.53   (m)                       GP(       ) 4 2
 GW2507  NAD 83(1986)-  37 26 42.95101(N)    079 04 08.17169(W) AD(       ) 1
 GW2507  NGVD 29 (07/01/93)  245.4    (m)          805.     (f) GPS OBS        
 GW2507
 GW2507.Superseded values are not recommended for survey control.
 GW2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2507.See file dsdata.txt to determine how the superseded data were derived.
 GW2507
 GW2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7082046019(NAD 83)
 GW2507_MARKER: DD = SURVEY DISK
 GW2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2507_SP_SET: CONCRETE POST
 GW2507_STAMPING: 306
 GW2507_MARK LOGO: VA-009
 GW2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2507+STABILITY: SURFACE MOTION
 GW2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2507+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2507
 GW2507  HISTORY     - Date     Condition        Report By
 GW2507  HISTORY     - 1992     MONUMENTED       MSI
 GW2507
 GW2507                          STATION DESCRIPTION
 GW2507
 GW2507'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2507'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2507'MI (4.8 KM) EAST OF THE TOWN OF MADISON HEIGHTS.
 GW2507'TO REACH THE STATION FROM S.R. 622 AND THE U.S. 29 BYPASS PROCEED 2.5
 GW2507'MI (4.0 KM) EAST ALONG S.R. 622 TO THE INTERSECTION WITH S.R. 677.
 GW2507'TURN RIGHT AND CONTINUE 1.1 MI (1.8 KM) EAST ALONG S.R. 622 TO THE
 GW2507'STATION ON THE LEFT NEAR THE MASONIC LODGE.
 GW2507'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2507'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2507'STAMPED, 306.  THE DISK IS LOCATED NEAR THE GRAVEL PARKING AREA OF
 GW2507'THE MASONIC LODGE, 15.5 FT (4.7 M) NORTH OF THE CENTERLINE OF S.R.
 GW2507'622, 38.5 FT (11.7 M)  NORTH OF A FIRE HYDRANT, AND 51.0 FT (15.5 M)
 GW2507'SOUTHEAST OF THE SOUTHEASTERNMOST CORNER OF THE ROBERT F. BRAXTON
 GW2507'MASONIC LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2508 ***********************************************************************
 GW2508  DESIGNATION -  AMHERST 307
 GW2508  PID         -  GW2508
 GW2508  STATE/COUNTY-  VA/AMHERST
 GW2508  USGS QUAD   -  KELLY (1986)
 GW2508
 GW2508                         *CURRENT SURVEY CONTROL
 GW2508  ___________________________________________________________________
 GW2508* NAD 83(1993)-  37 26 40.47593(N)    079 02 25.07277(W)     ADJUSTED  
 GW2508* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 GW2508  ___________________________________________________________________
 GW2508  X           -     963,966.271 (meters)                     COMP
 GW2508  Y           -  -4,977,866.120 (meters)                     COMP
 GW2508  Z           -   3,856,832.547 (meters)                     COMP
 GW2508  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 GW2508  ELLIP HEIGHT-         247.32  (meters)          (05/17/02) GPS OBS
 GW2508  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GW2508
 GW2508  HORZ ORDER  -  FIRST
 GW2508  ELLP ORDER  -  FOURTH    CLASS II
 GW2508
 GW2508.The horizontal coordinates were established by GPS observations
 GW2508.and adjusted by the National Geodetic Survey in September 1995..
 GW2508
 GW2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2508
 GW2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2508
 GW2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2508
 GW2508.The ellipsoidal height was determined by GPS observations
 GW2508.and is referenced to NAD 83.
 GW2508
 GW2508.The geoid height was determined by GEOID03.
 GW2508
 GW2508;                    North         East     Units Scale Factor Converg.
 GW2508;SPC VA S     - 1,123,457.127 3,452,191.449   MT  0.99994630   -0 19 40.5
 GW2508;SPC VA S     - 3,685,875.59 11,326,064.78   sFT  0.99994630   -0 19 40.5
 GW2508;UTM  17      - 4,145,995.449   673,355.050   MT  0.99997019   +1 11 30.4
 GW2508
 GW2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2508!SPC VA S     -   0.99996119  x   0.99994630  =   0.99990749
 GW2508!UTM  17      -   0.99996119  x   0.99997019  =   0.99993138
 GW2508
 GW2508                          SUPERSEDED SURVEY CONTROL
 GW2508
 GW2508  ELLIP H (09/08/95)  247.35   (m)                       GP(       ) 4 2
 GW2508  NAD 83(1993)-  37 26 40.47595(N)    079 02 25.07268(W) AD(       ) 1
 GW2508  ELLIP H (11/14/94)  247.38   (m)                       GP(       ) 4 2
 GW2508  NAD 83(1986)-  37 26 40.48101(N)    079 02 25.08514(W) AD(       ) 1
 GW2508  NGVD 29 (07/01/93)  279.2    (m)          916.     (f) GPS OBS        
 GW2508
 GW2508.Superseded values are not recommended for survey control.
 GW2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2508.See file dsdata.txt to determine how the superseded data were derived.
 GW2508
 GW2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7335545995(NAD 83)
 GW2508_MARKER: DD = SURVEY DISK
 GW2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2508_SP_SET: CONCRETE POST
 GW2508_STAMPING: 307
 GW2508_MARK LOGO: VA-009
 GW2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2508+STABILITY: SURFACE MOTION
 GW2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2508+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2508
 GW2508  HISTORY     - Date     Condition        Report By
 GW2508  HISTORY     - 1992     MONUMENTED       MSI
 GW2508
 GW2508                          STATION DESCRIPTION
 GW2508
 GW2508'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2508'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.0
 GW2508'MI (6.4 KM) EAST OF THE TOWN OF MADISON HEIGHTS.
 GW2508'TO REACH THE STATION FROM S.R. 622 AND THE U.S. 29 BYPASS PROCEED 2.5
 GW2508'MI (4.0 KM) EAST ALONG S.R. 622 TO THE INTERSECTION WITH S.R. 677.
 GW2508'TURN RIGHT AND CONTINUE 2.1 MI (3.4 KM) EAST ALONG S.R. 622 TO THE
 GW2508'INTERSECTION WITH S.R. 663. BEAR RIGHT AND CONTINUE EAST FOR 0.9 MI
 GW2508'(1.4 KM) ALONG S.R. 622 TO THE STATION ON THE RIGHT.
 GW2508'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2508'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2508'STAMPED, 307.  THE DISK IS LOCATED IN A POWER COMPANY R-O-W, SOUTH
 GW2508'OF S.R. 622, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE OF S.R. 622,
 GW2508'39.5 FT (12.0 M) NORTHEAST OF POWER POLE NUMBER 60-55, AND 64.O FT
 GW2508'NORTHWEST OF POWER POLE NUMBER TP 139.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2509 ***********************************************************************
 GW2509  DESIGNATION -  AMHERST 308
 GW2509  PID         -  GW2509
 GW2509  STATE/COUNTY-  VA/AMHERST
 GW2509  USGS QUAD   -  KELLY (1986)
 GW2509
 GW2509                         *CURRENT SURVEY CONTROL
 GW2509  ___________________________________________________________________
 GW2509* NAD 83(1993)-  37 25 37.85151(N)    079 03 31.38153(W)     ADJUSTED  
 GW2509* NAVD 88     -       230.5    (meters)     756.     (feet)  VERTCON   
 GW2509  ___________________________________________________________________
 GW2509  X           -     962,581.427 (meters)                     COMP
 GW2509  Y           -  -4,979,290.292 (meters)                     COMP
 GW2509  Z           -   3,855,270.021 (meters)                     COMP
 GW2509  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GW2509  ELLIP HEIGHT-         198.87  (meters)          (05/17/02) GPS OBS
 GW2509  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GW2509
 GW2509  HORZ ORDER  -  FIRST
 GW2509  ELLP ORDER  -  FOURTH    CLASS II
 GW2509
 GW2509.The horizontal coordinates were established by GPS observations
 GW2509.and adjusted by the National Geodetic Survey in September 1995..
 GW2509
 GW2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2509
 GW2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2509
 GW2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2509
 GW2509.The ellipsoidal height was determined by GPS observations
 GW2509.and is referenced to NAD 83.
 GW2509
 GW2509.The geoid height was determined by GEOID03.
 GW2509
 GW2509;                    North         East     Units Scale Factor Converg.
 GW2509;SPC VA S     - 1,121,536.078 3,450,550.218   MT  0.99994594   -0 20 20.8
 GW2509;SPC VA S     - 3,679,572.95 11,320,680.17   sFT  0.99994594   -0 20 20.8
 GW2509;UTM  17      - 4,144,031.516   671,765.302   MT  0.99996343   +1 10 48.4
 GW2509
 GW2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2509!SPC VA S     -   0.99996879  x   0.99994594  =   0.99991474
 GW2509!UTM  17      -   0.99996879  x   0.99996343  =   0.99993222
 GW2509
 GW2509                          SUPERSEDED SURVEY CONTROL
 GW2509
 GW2509  ELLIP H (09/08/95)  198.91   (m)                       GP(       ) 4 2
 GW2509  NAD 83(1993)-  37 25 37.85152(N)    079 03 31.38145(W) AD(       ) 1
 GW2509  ELLIP H (11/14/94)  198.93   (m)                       GP(       ) 4 2
 GW2509  NAD 83(1986)-  37 25 37.85657(N)    079 03 31.39397(W) AD(       ) 1
 GW2509  NGVD 29 (07/01/93)  230.7    (m)          757.     (f) GPS OBS        
 GW2509
 GW2509.Superseded values are not recommended for survey control.
 GW2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2509.See file dsdata.txt to determine how the superseded data were derived.
 GW2509
 GW2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7176544032(NAD 83)
 GW2509_MARKER: DD = SURVEY DISK
 GW2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2509_SP_SET: CONCRETE POST
 GW2509_STAMPING: 308
 GW2509_MARK LOGO: VA-009
 GW2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2509+STABILITY: SURFACE MOTION
 GW2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2509+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2509
 GW2509  HISTORY     - Date     Condition        Report By
 GW2509  HISTORY     - 1992     MONUMENTED       MSI
 GW2509
 GW2509                          STATION DESCRIPTION
 GW2509
 GW2509'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2509'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2509'MI (5.6 KM) EAST OF THE TOWN OF MADISON HEIGHTS.
 GW2509'TO REACH THE STATION FROM S.R. 622 AND THE U.S. 29 BYPASS PROCEED 2.5
 GW2509'MI (4.0 KM) EAST ALONG S.R. 622 TO THE INTERSECTION WITH S.R. 677.
 GW2509'TURN RIGHT AND CONTINUE 2.1 MI (3.4 KM) EAST ALONG S.R. 622 TO THE
 GW2509'INTERSECTION WITH S.R. 663. BEAR RIGHT AND CONTINUE EAST FOR 0.4 MI
 GW2509'(0.6 KM) ALONG S.R. 622 TO THE INTERSECTION WITH S.R. 664. TURN RIGHT
 GW2509'ONTO S.R. 664 AND TRAVEL 1.35 MI (2.17 KM) SOUTH TO THE STATION ON
 GW2509'THE LEFT IN A POWER COMPANY R-O-W.
 GW2509'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2509'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2509'STAMPED, 308.  THE DISK IS LOCATED IN A POWER COMPANY R-O-W,
 GW2509'APPROXIMATELY 1.0 FT (0.3 M) NORTH OF THE CENTERLINE OF THE
 GW2509'POWERLINE, 2.0 FT (0.6 M) WEST OF A WITNESS POST, 18.0 FT (5.5 M)
 GW2509'EAST OF THE CENTERLINE OF S.R. 664, 57.0 FT (17.4 M) EAST OF THE
 GW2509'NORTHERNMOST GATEPOST IN THE R-O-W, AND APPROXIMATELY 60.0 FT
 GW2509'(18.3 M) SOUTHWEST OF THE NORTHERN EDGE OF A CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2510 ***********************************************************************
 GW2510  DESIGNATION -  AMHERST 309
 GW2510  PID         -  GW2510
 GW2510  STATE/COUNTY-  VA/AMHERST
 GW2510  USGS QUAD   -  LYNCHBURG (1984)
 GW2510
 GW2510                         *CURRENT SURVEY CONTROL
 GW2510  ___________________________________________________________________
 GW2510* NAD 83(1993)-  37 26 59.28068(N)    079 10 17.82439(W)     ADJUSTED  
 GW2510* NAVD 88     -       166.9    (meters)     548.     (feet)  VERTCON   
 GW2510  ___________________________________________________________________
 GW2510  X           -     952,471.691 (meters)                     COMP
 GW2510  Y           -  -4,979,628.664 (meters)                     COMP
 GW2510  Z           -   3,857,224.579 (meters)                     COMP
 GW2510  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 GW2510  ELLIP HEIGHT-         135.08  (meters)          (05/17/02) GPS OBS
 GW2510  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2510
 GW2510  HORZ ORDER  -  FIRST
 GW2510  ELLP ORDER  -  FOURTH    CLASS II
 GW2510
 GW2510.The horizontal coordinates were established by GPS observations
 GW2510.and adjusted by the National Geodetic Survey in September 1995..
 GW2510
 GW2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2510
 GW2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2510
 GW2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2510
 GW2510.The ellipsoidal height was determined by GPS observations
 GW2510.and is referenced to NAD 83.
 GW2510
 GW2510.The geoid height was determined by GEOID03.
 GW2510
 GW2510;                    North         East     Units Scale Factor Converg.
 GW2510;SPC VA S     - 1,124,111.407 3,440,575.840   MT  0.99994643   -0 24 27.4
 GW2510;SPC VA S     - 3,688,022.17 11,287,955.90   sFT  0.99994643   -0 24 27.4
 GW2510;UTM  17      - 4,146,341.451   661,726.180   MT  0.99992218   +1 06 43.3
 GW2510
 GW2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2510!SPC VA S     -   0.99997880  x   0.99994643  =   0.99992523
 GW2510!UTM  17      -   0.99997880  x   0.99992218  =   0.99990098
 GW2510
 GW2510                          SUPERSEDED SURVEY CONTROL
 GW2510
 GW2510  ELLIP H (09/08/95)  135.13   (m)                       GP(       ) 4 2
 GW2510  NAD 83(1993)-  37 26 59.28071(N)    079 10 17.82437(W) AD(       ) 1
 GW2510  ELLIP H (11/14/94)  135.14   (m)                       GP(       ) 4 2
 GW2510  NAD 83(1986)-  37 26 59.28570(N)    079 10 17.83653(W) AD(       ) 1
 GW2510  NGVD 29 (07/01/93)  167.2    (m)          549.     (f) GPS OBS        
 GW2510
 GW2510.Superseded values are not recommended for survey control.
 GW2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2510.See file dsdata.txt to determine how the superseded data were derived.
 GW2510
 GW2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6172646341(NAD 83)
 GW2510_MARKER: DD = SURVEY DISK
 GW2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2510_SP_SET: CONCRETE POST
 GW2510_STAMPING: 309
 GW2510_MARK LOGO: VA-009
 GW2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2510+STABILITY: SURFACE MOTION
 GW2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2510+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW2510
 GW2510  HISTORY     - Date     Condition        Report By
 GW2510  HISTORY     - 1992     MONUMENTED       MSI
 GW2510  HISTORY     - 20010123 GOOD             GEOMET
 GW2510  HISTORY     - 20040219 GOOD             USPSQD
 GW2510  HISTORY     - 20060309 GOOD             USPSQD
 GW2510
 GW2510                          STATION DESCRIPTION
 GW2510
 GW2510'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2510'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2510'MI (4.8 KM) NORTHWEST OF THE U.S. 29 BUSINESS BRIDGE OVER THE JAMES
 GW2510'RIVER.
 GW2510'TO REACH THE STATION FROM S.R. 685 UNDER THE U.S. 29 BUSINESS OVERPASS
 GW2510'PROCEED 2.8 MI (4.5 KM) NORTHWEST TO THE INTERSECTION WITH A GRAVEL
 GW2510'DRIVE. TURN LEFT ONTO THE GRAVEL DRIVE AND TRAVEL SOUTH TO A Y IN
 GW2510'THE GRAVEL DRIVE. TURN LEFT AT THE Y AND PROCEED 0.2 MI (0.3 KM)
 GW2510'SOUTHWEST TO THE STATION ON THE LEFT.
 GW2510'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2510'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2510'STAMPED, 309.  THE DISK IS LOCATED NORTH OF THE END OF THE GRAVEL
 GW2510'DRIVE, 49.2 FT (15.0 M) WEST OF THE WESTERNMOST CORNER OF A TRAILER,
 GW2510'70.2 FT (21.4 M) NORTHEAST OF A LONE CEDAR TREE,AND 78.5 FT (23.9 M)
 GW2510'SOUTHWEST OF A WELL.
 GW2510
 GW2510                          STATION RECOVERY (2001)
 GW2510
 GW2510'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2510'RECOVERED AS DESCRIBED.
 GW2510
 GW2510                          STATION RECOVERY (2004)
 GW2510
 GW2510'RECOVERY NOTE BY US POWER SQUADRON 2004
 GW2510'RECOVERED IN GOOD CONDITION.
 GW2510
 GW2510                          STATION RECOVERY (2006)
 GW2510
 GW2510'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2512 ***********************************************************************
 GW2512  DESIGNATION -  AMHERST 311
 GW2512  PID         -  GW2512
 GW2512  STATE/COUNTY-  VA/AMHERST
 GW2512  USGS QUAD   -  KELLY (1986)
 GW2512
 GW2512                         *CURRENT SURVEY CONTROL
 GW2512  ___________________________________________________________________
 GW2512* NAD 83(1993)-  37 27 46.18601(N)    079 06 30.20059(W)     ADJUSTED  
 GW2512* NAVD 88     -       254.4    (meters)     835.     (feet)  VERTCON   
 GW2512  ___________________________________________________________________
 GW2512  X           -     957,813.340 (meters)                     COMP
 GW2512  Y           -  -4,977,779.152 (meters)                     COMP
 GW2512  Z           -   3,858,425.763 (meters)                     COMP
 GW2512  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GW2512  ELLIP HEIGHT-         222.62  (meters)          (05/17/02) GPS OBS
 GW2512  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2512
 GW2512  HORZ ORDER  -  FIRST
 GW2512  ELLP ORDER  -  FOURTH    CLASS II
 GW2512
 GW2512.The horizontal coordinates were established by GPS observations
 GW2512.and adjusted by the National Geodetic Survey in September 1995..
 GW2512
 GW2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2512
 GW2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2512
 GW2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2512
 GW2512.The ellipsoidal height was determined by GPS observations
 GW2512.and is referenced to NAD 83.
 GW2512
 GW2512.The geoid height was determined by GEOID03.
 GW2512
 GW2512;                    North         East     Units Scale Factor Converg.
 GW2512;SPC VA S     - 1,125,519.441 3,446,179.509   MT  0.99994678   -0 22 09.3
 GW2512;SPC VA S     - 3,692,641.70 11,306,340.61   sFT  0.99994678   -0 22 09.3
 GW2512;UTM  17      - 4,147,897.597   667,290.458   MT  0.99994474   +1 09 03.0
 GW2512
 GW2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2512!SPC VA S     -   0.99996507  x   0.99994678  =   0.99991185
 GW2512!UTM  17      -   0.99996507  x   0.99994474  =   0.99990981
 GW2512
 GW2512                          SUPERSEDED SURVEY CONTROL
 GW2512
 GW2512  ELLIP H (09/08/95)  222.67   (m)                       GP(       ) 4 2
 GW2512  NAD 83(1993)-  37 27 46.18604(N)    079 06 30.20052(W) AD(       ) 1
 GW2512  ELLIP H (11/14/94)  222.68   (m)                       GP(       ) 4 2
 GW2512  NAD 83(1986)-  37 27 46.19095(N)    079 06 30.21290(W) AD(       ) 1
 GW2512  NGVD 29 (07/01/93)  254.6    (m)          835.     (f) GPS OBS        
 GW2512
 GW2512.Superseded values are not recommended for survey control.
 GW2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2512.See file dsdata.txt to determine how the superseded data were derived.
 GW2512
 GW2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6729047898(NAD 83)
 GW2512_MARKER: DD = SURVEY DISK
 GW2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2512_SP_SET: CONCRETE POST
 GW2512_STAMPING: 311
 GW2512_MARK LOGO: VA-009
 GW2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2512+STABILITY: SURFACE MOTION
 GW2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2512+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2512
 GW2512  HISTORY     - Date     Condition        Report By
 GW2512  HISTORY     - 1992     MONUMENTED       MSI
 GW2512
 GW2512                          STATION DESCRIPTION
 GW2512
 GW2512'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2512'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2512'MI (3.2 KM) NORTH OF THE TOWN OF MADISON HEIGHTS.
 GW2512'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 669 AND U.S. 29,
 GW2512'PROCEED 0.7 MI (1.1 KM) EAST ALONG S.R.669 TO THE STATION ON THE
 GW2512'LEFT.
 GW2512'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2512'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2512'STAMPED, 311.  THE DISK IS LOCATED EAST OF S.R. 669, 20.6 FT
 GW2512'(6.3 M) WEST OF POWER POLE NUMBER 34-206, 28.0 FT (8.5 M) NORTHEAST
 GW2512'OF THE CENTERLINE OF S.R.669, AND 192.8 FT (58.8 M) SOUTHEAST OF
 GW2512'POWER POLE NUMBER 34-245.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2513 ***********************************************************************
 GW2513  DESIGNATION -  AMHERST 312
 GW2513  PID         -  GW2513
 GW2513  STATE/COUNTY-  VA/AMHERST
 GW2513  USGS QUAD   -  LYNCHBURG (1984)
 GW2513
 GW2513                         *CURRENT SURVEY CONTROL
 GW2513  ___________________________________________________________________
 GW2513* NAD 83(1993)-  37 29 51.16597(N)    079 12 35.19552(W)     ADJUSTED  
 GW2513* NAVD 88     -       256.2    (meters)     841.     (feet)  VERTCON   
 GW2513  ___________________________________________________________________
 GW2513  X           -     948,564.726 (meters)                     COMP
 GW2513  Y           -  -4,977,164.303 (meters)                     COMP
 GW2513  Z           -   3,861,484.501 (meters)                     COMP
 GW2513  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GW2513  ELLIP HEIGHT-         224.20  (meters)          (05/17/02) GPS OBS
 GW2513  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW2513
 GW2513  HORZ ORDER  -  FIRST
 GW2513  ELLP ORDER  -  FOURTH    CLASS II
 GW2513
 GW2513.The horizontal coordinates were established by GPS observations
 GW2513.and adjusted by the National Geodetic Survey in September 1995..
 GW2513
 GW2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2513
 GW2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2513
 GW2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2513
 GW2513.The ellipsoidal height was determined by GPS observations
 GW2513.and is referenced to NAD 83.
 GW2513
 GW2513.The geoid height was determined by GEOID03.
 GW2513
 GW2513;                    North         East     Units Scale Factor Converg.
 GW2513;SPC VA S     - 1,129,434.833 3,437,239.498   MT  0.99994797   -0 25 50.8
 GW2513;SPC VA S     - 3,705,487.45 11,277,009.92   sFT  0.99994797   -0 25 50.8
 GW2513;UTM  17      - 4,151,574.325   658,249.895   MT  0.99990848   +1 05 23.9
 GW2513
 GW2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2513!SPC VA S     -   0.99996482  x   0.99994797  =   0.99991279
 GW2513!UTM  17      -   0.99996482  x   0.99990848  =   0.99987330
 GW2513
 GW2513                          SUPERSEDED SURVEY CONTROL
 GW2513
 GW2513  ELLIP H (09/08/95)  224.26   (m)                       GP(       ) 4 2
 GW2513  NAD 83(1993)-  37 29 51.16594(N)    079 12 35.19561(W) AD(       ) 1
 GW2513  ELLIP H (11/14/94)  224.26   (m)                       GP(       ) 4 2
 GW2513  NAD 83(1986)-  37 29 51.17095(N)    079 12 35.20779(W) AD(       ) 1
 GW2513  NGVD 29 (07/01/93)  256.4    (m)          841.     (f) GPS OBS        
 GW2513
 GW2513.Superseded values are not recommended for survey control.
 GW2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2513.See file dsdata.txt to determine how the superseded data were derived.
 GW2513
 GW2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5825051574(NAD 83)
 GW2513_MARKER: DD = SURVEY DISK
 GW2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2513_SP_SET: CONCRETE POST
 GW2513_STAMPING: 312
 GW2513_MARK LOGO: VA-009
 GW2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2513+STABILITY: SURFACE MOTION
 GW2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2513
 GW2513  HISTORY     - Date     Condition        Report By
 GW2513  HISTORY     - 1992     MONUMENTED       MSI
 GW2513
 GW2513                          STATION DESCRIPTION
 GW2513
 GW2513'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2513'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2513'MI (3.2 KM) SOUTH OF THE TOWN OF ELON.
 GW2513'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND U.S. 29,
 GW2513'PROCEED 6.0 MI (9.7 KM) WEST ALONG S.R.130 TO THE INTERSECTION WITH
 GW2513'S.R. 652. TURN LEFT ONTO S.R. 652 AND TRAVEL 1.8 MI (2.9 KM) SOUTH TO
 GW2513'THE STATION ON THE LEFT.
 GW2513'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2513'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2513'STAMPED, 312.  THE DISK IS LOCATED 15.0 FT (4.6 M) SOUTHEAST OF THE
 GW2513'CENTERLINE OF S.R. 652, 46.3 FT (14.1 M) NORTHEAST OF A PK NAIL IN
 GW2513'A 1.0 FT (0.3 M) OAK TREE, AND 54.8 FT (16.7 M) SOUTHEAST OF HIGH
 GW2513'TENSION TOWER NUMBER A-7-74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2514 ***********************************************************************
 GW2514  DESIGNATION -  AMHERST 313
 GW2514  PID         -  GW2514
 GW2514  STATE/COUNTY-  VA/AMHERST
 GW2514  USGS QUAD   -  LYNCHBURG (1984)
 GW2514
 GW2514                         *CURRENT SURVEY CONTROL
 GW2514  ___________________________________________________________________
 GW2514* NAD 83(1993)-  37 29 09.09549(N)    079 09 57.51840(W)     ADJUSTED  
 GW2514* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 GW2514  ___________________________________________________________________
 GW2514  X           -     952,508.237 (meters)                     COMP
 GW2514  Y           -  -4,977,164.276 (meters)                     COMP
 GW2514  Z           -   3,860,417.223 (meters)                     COMP
 GW2514  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GW2514  ELLIP HEIGHT-         161.54  (meters)          (05/17/02) GPS OBS
 GW2514  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW2514
 GW2514  HORZ ORDER  -  FIRST
 GW2514  ELLP ORDER  -  FOURTH    CLASS II
 GW2514
 GW2514.The horizontal coordinates were established by GPS observations
 GW2514.and adjusted by the National Geodetic Survey in September 1995..
 GW2514
 GW2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2514
 GW2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2514
 GW2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2514
 GW2514.The ellipsoidal height was determined by GPS observations
 GW2514.and is referenced to NAD 83.
 GW2514
 GW2514.The geoid height was determined by GEOID03.
 GW2514
 GW2514;                    North         East     Units Scale Factor Converg.
 GW2514;SPC VA S     - 1,128,109.694 3,441,103.135   MT  0.99994753   -0 24 15.1
 GW2514;SPC VA S     - 3,701,139.89 11,289,685.87   sFT  0.99994753   -0 24 15.1
 GW2514;UTM  17      - 4,150,352.222   662,147.214   MT  0.99992386   +1 06 58.9
 GW2514
 GW2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2514!SPC VA S     -   0.99997465  x   0.99994753  =   0.99992218
 GW2514!UTM  17      -   0.99997465  x   0.99992386  =   0.99989851
 GW2514
 GW2514                          SUPERSEDED SURVEY CONTROL
 GW2514
 GW2514  ELLIP H (09/08/95)  161.59   (m)                       GP(       ) 4 2
 GW2514  NAD 83(1993)-  37 29 09.09549(N)    079 09 57.51838(W) AD(       ) 1
 GW2514  ELLIP H (11/14/94)  161.60   (m)                       GP(       ) 4 2
 GW2514  NAD 83(1986)-  37 29 09.10050(N)    079 09 57.53053(W) AD(       ) 1
 GW2514  NGVD 29 (07/01/93)  193.7    (m)          635.     (f) GPS OBS        
 GW2514
 GW2514.Superseded values are not recommended for survey control.
 GW2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2514.See file dsdata.txt to determine how the superseded data were derived.
 GW2514
 GW2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6214750352(NAD 83)
 GW2514_MARKER: DD = SURVEY DISK
 GW2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2514_SP_SET: CONCRETE POST
 GW2514_STAMPING: 313
 GW2514_MARK LOGO: VA-009
 GW2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2514+STABILITY: SURFACE MOTION
 GW2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2514+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2514
 GW2514  HISTORY     - Date     Condition        Report By
 GW2514  HISTORY     - 1992     MONUMENTED       MSI
 GW2514  HISTORY     - 20060328 GOOD             USPSQD
 GW2514
 GW2514                          STATION DESCRIPTION
 GW2514
 GW2514'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2514'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2514'MI (3.2 KM) EAST OF THE TOWN OF MONROE.
 GW2514'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND U.S. 29,
 GW2514'PROCEED 2.6 MI (4.2 KM) WEST ALONG S.R.130 TO THE INTERSECTION WITH
 GW2514'S.R. 795. CONTINUE 0.5 MI (0.8 KM) WEST ALONG S.R. 130 TO THE STATION
 GW2514'ON THE LEFT, JUST WEST OF THE ENTRANCE TO THE HENRY J. LANUM JR.
 GW2514'FILTRATION PLANT.
 GW2514'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2514'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2514'STAMPED, 313.  THE DISK IS LOCATED, 9.0 FT (2.7 M) NORTHWEST OF A
 GW2514'POWER POLE, 27.3 FT (8.3 M) SOUTH OF THE CENTERLINE OF S.R. 130, 45.8
 GW2514'FT (14.0 M) NORTHEAST OF A SANITARY MANHOLE, 136.8 FT (41.7 M)
 GW2514'SOUTHEAST OF ANOTHER POWER POLE, AND APPROXIMATELY 200 FT (61.0 M)
 GW2514'SOUTHEAST OF A DEPT OF INTERIOR BENCHMARK DISK 21 RAK 1962 SET IN
 GW2514'THE ABUTMENT OF THE BRIDGE OVER GRAHAM CREEK.
 GW2514
 GW2514                          STATION RECOVERY (2006)
 GW2514
 GW2514'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2515 ***********************************************************************
 GW2515  DESIGNATION -  AMHERST 314
 GW2515  PID         -  GW2515
 GW2515  STATE/COUNTY-  VA/AMHERST
 GW2515  USGS QUAD   -  LYNCHBURG (1984)
 GW2515
 GW2515                         *CURRENT SURVEY CONTROL
 GW2515  ___________________________________________________________________
 GW2515* NAD 83(1993)-  37 29 07.12001(N)    079 08 51.50738(W)     ADJUSTED  
 GW2515* NAVD 88     -       237.1    (meters)     778.     (feet)  VERTCON   
 GW2515  ___________________________________________________________________
 GW2515  X           -     954,114.534 (meters)                     COMP
 GW2515  Y           -  -4,976,929.616 (meters)                     COMP
 GW2515  Z           -   3,860,395.464 (meters)                     COMP
 GW2515  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 GW2515  ELLIP HEIGHT-         205.20  (meters)          (05/17/02) GPS OBS
 GW2515  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2515
 GW2515  HORZ ORDER  -  FIRST
 GW2515  ELLP ORDER  -  FOURTH    CLASS II
 GW2515
 GW2515.The horizontal coordinates were established by GPS observations
 GW2515.and adjusted by the National Geodetic Survey in September 1995..
 GW2515
 GW2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2515
 GW2515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2515
 GW2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2515
 GW2515.The ellipsoidal height was determined by GPS observations
 GW2515.and is referenced to NAD 83.
 GW2515
 GW2515.The geoid height was determined by GEOID03.
 GW2515
 GW2515;                    North         East     Units Scale Factor Converg.
 GW2515;SPC VA S     - 1,128,037.513 3,442,724.302   MT  0.99994751   -0 23 35.0
 GW2515;SPC VA S     - 3,700,903.07 11,295,004.65   sFT  0.99994751   -0 23 35.0
 GW2515;UTM  17      - 4,150,323.086   663,769.693   MT  0.99993037   +1 07 39.1
 GW2515
 GW2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2515!SPC VA S     -   0.99996780  x   0.99994751  =   0.99991531
 GW2515!UTM  17      -   0.99996780  x   0.99993037  =   0.99989817
 GW2515
 GW2515                          SUPERSEDED SURVEY CONTROL
 GW2515
 GW2515  ELLIP H (09/08/95)  205.24   (m)                       GP(       ) 4 2
 GW2515  NAD 83(1993)-  37 29 07.12003(N)    079 08 51.50735(W) AD(       ) 1
 GW2515  ELLIP H (11/14/94)  205.25   (m)                       GP(       ) 4 2
 GW2515  NAD 83(1986)-  37 29 07.12501(N)    079 08 51.51953(W) AD(       ) 1
 GW2515  NGVD 29 (07/01/93)  237.3    (m)          779.     (f) GPS OBS        
 GW2515
 GW2515.Superseded values are not recommended for survey control.
 GW2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2515.See file dsdata.txt to determine how the superseded data were derived.
 GW2515
 GW2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6377050323(NAD 83)
 GW2515_MARKER: DD = SURVEY DISK
 GW2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2515_SP_SET: CONCRETE POST
 GW2515_STAMPING: 314
 GW2515_MARK LOGO: VA-009
 GW2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2515+STABILITY: SURFACE MOTION
 GW2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2515
 GW2515  HISTORY     - Date     Condition        Report By
 GW2515  HISTORY     - 1992     MONUMENTED       MSI
 GW2515
 GW2515                          STATION DESCRIPTION
 GW2515
 GW2515'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2515'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2515'MI (2.4 KM) SOUTHWEST OF THE TOWN OF MONROE.
 GW2515'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND U.S. 29,
 GW2515'PROCEED 2.6 MI (4.2 KM) WEST ALONG S.R.130 TO THE INTERSECTION WITH
 GW2515'S.R. 795. TURN RIGHT ONTO S.R.795 AND TRAVEL NORTHEAST 0.7 MI
 GW2515'(1.1 KM) TO THE STATION ON THE INTERSECTION WITH S.R. 675 AND THE
 GW2515'STATION ON THE RIGHT IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 GW2515'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2515'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2515'STAMPED, 314.  THE DISK IS LOCATED, 30.5 FT (9.3 M) SOUTHEAST OF
 GW2515'THE CENTERLINE OF S.R. 795, 33.5 FT (10.2 M) SOUTHWEST OF THE
 GW2515'NORTHWESTERNMOST CORNER (AT THE TOP OF THE CONCRETE GUARDRAIL) OF THE
 GW2515'BRIDGE OVER THE SOUTHERN RAILWAY TRACKS, 63.5 FT (19.4 M) SOUTHWEST
 GW2515'OF THE NORTHEASTERNMOST CORNER OF THE BRIDGE (AT THE TOP OF THE
 GW2515'CONCRETE GUARDRAIL) AND 90.0 FT (27.4 M) WEST OF A DEPT OF INTERIOR
 GW2515'BENCHMARK DISK, 25 RAK 1962 SET IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2516 ***********************************************************************
 GW2516  DESIGNATION -  AMHERST 315
 GW2516  PID         -  GW2516
 GW2516  STATE/COUNTY-  VA/AMHERST
 GW2516  USGS QUAD   -  KELLY (1986)
 GW2516
 GW2516                         *CURRENT SURVEY CONTROL
 GW2516  ___________________________________________________________________
 GW2516* NAD 83(1993)-  37 29 02.34357(N)    079 07 09.58689(W)     ADJUSTED  
 GW2516* NAVD 88     -       267.9    (meters)     879.     (feet)  VERTCON   
 GW2516  ___________________________________________________________________
 GW2516  X           -     956,595.176 (meters)                     COMP
 GW2516  Y           -  -4,976,569.594 (meters)                     COMP
 GW2516  Z           -   3,860,297.378 (meters)                     COMP
 GW2516  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 GW2516  ELLIP HEIGHT-         236.04  (meters)          (05/17/02) GPS OBS
 GW2516  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2516
 GW2516  HORZ ORDER  -  FIRST
 GW2516  ELLP ORDER  -  FOURTH    CLASS II
 GW2516
 GW2516.The horizontal coordinates were established by GPS observations
 GW2516.and adjusted by the National Geodetic Survey in September 1995..
 GW2516
 GW2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2516
 GW2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2516
 GW2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2516
 GW2516.The ellipsoidal height was determined by GPS observations
 GW2516.and is referenced to NAD 83.
 GW2516
 GW2516.The geoid height was determined by GEOID03.
 GW2516
 GW2516;                    North         East     Units Scale Factor Converg.
 GW2516;SPC VA S     - 1,127,873.466 3,445,227.073   MT  0.99994746   -0 22 33.2
 GW2516;SPC VA S     - 3,700,364.86 11,303,215.82   sFT  0.99994746   -0 22 33.2
 GW2516;UTM  17      - 4,150,225.513   666,275.905   MT  0.99994056   +1 08 41.0
 GW2516
 GW2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2516!SPC VA S     -   0.99996296  x   0.99994746  =   0.99991042
 GW2516!UTM  17      -   0.99996296  x   0.99994056  =   0.99990352
 GW2516
 GW2516                          SUPERSEDED SURVEY CONTROL
 GW2516
 GW2516  ELLIP H (09/08/95)  236.08   (m)                       GP(       ) 4 2
 GW2516  NAD 83(1993)-  37 29 02.34357(N)    079 07 09.58686(W) AD(       ) 1
 GW2516  ELLIP H (11/14/94)  236.09   (m)                       GP(       ) 4 2
 GW2516  NAD 83(1986)-  37 29 02.34851(N)    079 07 09.59912(W) AD(       ) 1
 GW2516  NGVD 29 (07/01/93)  268.1    (m)          880.     (f) GPS OBS        
 GW2516
 GW2516.Superseded values are not recommended for survey control.
 GW2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2516.See file dsdata.txt to determine how the superseded data were derived.
 GW2516
 GW2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6627650226(NAD 83)
 GW2516_MARKER: DD = SURVEY DISK
 GW2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2516_SP_SET: CONCRETE POST
 GW2516_STAMPING: 315
 GW2516_MARK LOGO: VA-009
 GW2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2516+STABILITY: SURFACE MOTION
 GW2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2516
 GW2516  HISTORY     - Date     Condition        Report By
 GW2516  HISTORY     - 1992     MONUMENTED       MSI
 GW2516
 GW2516                          STATION DESCRIPTION
 GW2516
 GW2516'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2516'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2516'MI (3.2 KM) SOUTH OF THE TOWN OF MONROE.
 GW2516'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND U.S. 29,
 GW2516'PROCEED 1.2 MI (1.9 KM) NORTH ALONG U.S.29 TO THE INTERSECTION WITH
 GW2516'S.R. 604. CONTINUE APPROXIMATELY 300 FT (91.4 M) NORTH ALONG U.S. 29
 GW2516'TO THE STATION ON THE LEFT.
 GW2516'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2516'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2516'STAMPED, 315.  THE DISK IS LOCATED, 2.5 FT (0.8 M) FROM A WITNESS
 GW2516'POST, 27.2 FT (8.3 M) NORTHEAST OF POWER POLE NUMBER 10-216, 26.0 FT
 GW2516'(7.9 M) NORTHWEST OF THE NORTHWESTERNMOST CORNER OF A CATCH BASIN,
 GW2516'AND 52.0 FT (15.8 M) WEST OF THE CENTERLINE OF S.R. 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2517 ***********************************************************************
 GW2517  DESIGNATION -  AMHERST 316
 GW2517  PID         -  GW2517
 GW2517  STATE/COUNTY-  VA/AMHERST
 GW2517  USGS QUAD   -  KELLY (1986)
 GW2517
 GW2517                         *CURRENT SURVEY CONTROL
 GW2517  ___________________________________________________________________
 GW2517* NAD 83(1993)-  37 28 49.85907(N)    079 04 06.92045(W)     ADJUSTED  
 GW2517* NAVD 88     -       212.4    (meters)     697.     (feet)  VERTCON   
 GW2517  ___________________________________________________________________
 GW2517  X           -     961,038.095 (meters)                     COMP
 GW2517  Y           -  -4,975,907.327 (meters)                     COMP
 GW2517  Z           -   3,859,958.252 (meters)                     COMP
 GW2517  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GW2517  ELLIP HEIGHT-         180.68  (meters)          (05/17/02) GPS OBS
 GW2517  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2517
 GW2517  HORZ ORDER  -  FIRST
 GW2517  ELLP ORDER  -  FOURTH    CLASS II
 GW2517
 GW2517.The horizontal coordinates were established by GPS observations
 GW2517.and adjusted by the National Geodetic Survey in September 1995..
 GW2517
 GW2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2517
 GW2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2517
 GW2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2517
 GW2517.The ellipsoidal height was determined by GPS observations
 GW2517.and is referenced to NAD 83.
 GW2517
 GW2517.The geoid height was determined by GEOID03.
 GW2517
 GW2517;                    North         East     Units Scale Factor Converg.
 GW2517;SPC VA S     - 1,127,460.367 3,449,712.156   MT  0.99994734   -0 20 42.3
 GW2517;SPC VA S     - 3,699,009.55 11,317,930.63   sFT  0.99994734   -0 20 42.3
 GW2517;UTM  17      - 4,149,931.578   670,770.382   MT  0.99995923   +1 10 31.9
 GW2517
 GW2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2517!SPC VA S     -   0.99997165  x   0.99994734  =   0.99991899
 GW2517!UTM  17      -   0.99997165  x   0.99995923  =   0.99993088
 GW2517
 GW2517                          SUPERSEDED SURVEY CONTROL
 GW2517
 GW2517  ELLIP H (09/08/95)  180.72   (m)                       GP(       ) 4 2
 GW2517  NAD 83(1993)-  37 28 49.85908(N)    079 04 06.92039(W) AD(       ) 1
 GW2517  ELLIP H (11/14/94)  180.74   (m)                       GP(       ) 4 2
 GW2517  NAD 83(1986)-  37 28 49.86415(N)    079 04 06.93259(W) AD(       ) 1
 GW2517  NGVD 29 (07/01/93)  212.6    (m)          698.     (f) GPS OBS        
 GW2517
 GW2517.Superseded values are not recommended for survey control.
 GW2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2517.See file dsdata.txt to determine how the superseded data were derived.
 GW2517
 GW2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7077049932(NAD 83)
 GW2517_MARKER: DD = SURVEY DISK
 GW2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2517_SP_SET: CONCRETE POST
 GW2517_STAMPING: 316
 GW2517_MARK LOGO: VA-009
 GW2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2517+STABILITY: SURFACE MOTION
 GW2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2517
 GW2517  HISTORY     - Date     Condition        Report By
 GW2517  HISTORY     - 1992     MONUMENTED       MSI
 GW2517
 GW2517                          STATION DESCRIPTION
 GW2517
 GW2517'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2517'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2517'MI (5.6 KM) SOUTHEAST OF THE TOWN OF MONROE.
 GW2517'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 622 AND U.S. 29
 GW2517'BYPASS, PROCEED 2.5 MI (4.0 KM) EAST ALONG S.R. 622 TO THE
 GW2517'INTERSECTION WITH S.R. 677. TURN LEFT ONTO S.R. 677 AND TRAVEL NORTH
 GW2517'0.9 MI (1.4 KM) TO THE INTERSECTION WITH S.R. 670.  TURN RIGHT ONTO
 GW2517'S.R. 670 AND PROCEED 2.1 MI (3.4 KM) NORTH TO THE INTERSECTION WITH
 GW2517'TANGLEWOOD DRIVE.  TURN LEFT ONTO TANGLEWOOD DRIVE AND TRAVEL 0.4 MI
 GW2517'(0.6 KM) NORTHWEST TO THE STATION ON THE RIGHT.
 GW2517'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2517'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2517'STAMPED, 316.  THE DISK IS LOCATED 3.2 FT (1.0 M) FROM THE WITNESS
 GW2517'POST, 15.5 FT (4.7 M) NORTHEAST OF THE CENTERLINE OF TANGLEWOOD
 GW2517'DRIVE, 34.0 FT (10.4 M) NORTHWEST OF POWER POLE NUMBER 35-314, AND
 GW2517'68.0 FT (20.7 M) NORTHWEST OF AN ANGLE POINT IN A WOODEN FENCE ON THE
 GW2517'SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2518 ***********************************************************************
 GW2518  DESIGNATION -  AMHERST 317
 GW2518  PID         -  GW2518
 GW2518  STATE/COUNTY-  VA/AMHERST
 GW2518  USGS QUAD   -  KELLY (1986)
 GW2518
 GW2518                         *CURRENT SURVEY CONTROL
 GW2518  ___________________________________________________________________
 GW2518* NAD 83(1993)-  37 28 36.12882(N)    079 02 55.18172(W)     ADJUSTED  
 GW2518* NAVD 88     -       249.5    (meters)     819.     (feet)  VERTCON   
 GW2518  ___________________________________________________________________
 GW2518  X           -     962,823.185 (meters)                     COMP
 GW2518  Y           -  -4,975,854.594 (meters)                     COMP
 GW2518  Z           -   3,859,644.919 (meters)                     COMP
 GW2518  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 GW2518  ELLIP HEIGHT-         217.82  (meters)          (05/17/02) GPS OBS
 GW2518  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW2518
 GW2518  HORZ ORDER  -  FIRST
 GW2518  ELLP ORDER  -  FOURTH    CLASS II
 GW2518
 GW2518.The horizontal coordinates were established by GPS observations
 GW2518.and adjusted by the National Geodetic Survey in September 1995..
 GW2518
 GW2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2518
 GW2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2518
 GW2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2518
 GW2518.The ellipsoidal height was determined by GPS observations
 GW2518.and is referenced to NAD 83.
 GW2518
 GW2518.The geoid height was determined by GEOID03.
 GW2518
 GW2518;                    North         East     Units Scale Factor Converg.
 GW2518;SPC VA S     - 1,127,026.669 3,451,472.121   MT  0.99994721   -0 19 58.8
 GW2518;SPC VA S     - 3,697,586.66 11,323,704.78   sFT  0.99994721   -0 19 58.8
 GW2518;UTM  17      - 4,149,544.729   672,541.264   MT  0.99996672   +1 11 15.2
 GW2518
 GW2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2518!SPC VA S     -   0.99996582  x   0.99994721  =   0.99991303
 GW2518!UTM  17      -   0.99996582  x   0.99996672  =   0.99993254
 GW2518
 GW2518                          SUPERSEDED SURVEY CONTROL
 GW2518
 GW2518  ELLIP H (09/08/95)  217.86   (m)                       GP(       ) 4 2
 GW2518  NAD 83(1993)-  37 28 36.12882(N)    079 02 55.18167(W) AD(       ) 1
 GW2518  ELLIP H (11/14/94)  217.88   (m)                       GP(       ) 4 2
 GW2518  NAD 83(1986)-  37 28 36.13391(N)    079 02 55.19390(W) AD(       ) 1
 GW2518  NGVD 29 (07/01/93)  249.8    (m)          820.     (f) GPS OBS        
 GW2518
 GW2518.Superseded values are not recommended for survey control.
 GW2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2518.See file dsdata.txt to determine how the superseded data were derived.
 GW2518
 GW2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7254149545(NAD 83)
 GW2518_MARKER: DD = SURVEY DISK
 GW2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2518_SP_SET: CONCRETE POST
 GW2518_STAMPING: 317
 GW2518_MARK LOGO: VA-009
 GW2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2518+STABILITY: SURFACE MOTION
 GW2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2518+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2518
 GW2518  HISTORY     - Date     Condition        Report By
 GW2518  HISTORY     - 1992     MONUMENTED       MSI
 GW2518
 GW2518                          STATION DESCRIPTION
 GW2518
 GW2518'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2518'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.5
 GW2518'MI (7.2 KM) SOUTHEAST OF THE TOWN OF MONROE.
 GW2518'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 622 AND U.S. 29
 GW2518'BYPASS, PROCEED 2.5 MI (4.0 KM) EAST ALONG S.R. 622 TO THE
 GW2518'INTERSECTION WITH S.R. 677. TURN LEFT ONTO S.R. 677 AND TRAVEL NORTH
 GW2518'0.9 MI (1.4 KM) TO THE INTERSECTION WITH S.R. 670.  TURN RIGHT ONTO
 GW2518'S.R. 670 AND PROCEED 2.6 MI (4.2 KM) NORTHEAST TO THE INTERSECTION
 GW2518'WITH S.R. 663. TURN RIGHT ONTO S.R. 663 AND TRAVEL 0.8 MI (1.3 KM)
 GW2518'SOUTHEAST TO THE INTERSECTION WITH S.R. 613 AND THE STATION ON THE
 GW2518'LEFT, IN THE NORTHEAST CORNER OF THE INTERSECTION.
 GW2518'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2518'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2518'STAMPED, 317.  THE DISK IS LOCATED 2.0 FT (0.6 M) FROM THE WITNESS
 GW2518'POST, 25.5 FT (7.8 M) NORTH OF THE CENTERLINE OF S.R. 613, 60.4 FT
 GW2518'(18.4 M) NORTHEAST OF A WOODEN FENCE CORNERPOST, AND 165.0 FT
 GW2518'(50.3 M) EAST OF THE CENTERLINE OF S.R. 663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2519 ***********************************************************************
 GW2519  DESIGNATION -  AMHERST 318
 GW2519  PID         -  GW2519
 GW2519  STATE/COUNTY-  VA/AMHERST
 GW2519  USGS QUAD   -  KELLY (1986)
 GW2519
 GW2519                         *CURRENT SURVEY CONTROL
 GW2519  ___________________________________________________________________
 GW2519* NAD 83(1993)-  37 28 23.66935(N)    079 01 42.88254(W)     ADJUSTED  
 GW2519* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 GW2519  ___________________________________________________________________
 GW2519  X           -     964,611.994 (meters)                     COMP
 GW2519  Y           -  -4,975,747.639 (meters)                     COMP
 GW2519  Z           -   3,859,341.152 (meters)                     COMP
 GW2519  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GW2519  ELLIP HEIGHT-         219.61  (meters)          (05/17/02) GPS OBS
 GW2519  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW2519
 GW2519  HORZ ORDER  -  FIRST
 GW2519  ELLP ORDER  -  FOURTH    CLASS II
 GW2519
 GW2519.The horizontal coordinates were established by GPS observations
 GW2519.and adjusted by the National Geodetic Survey in September 1995..
 GW2519
 GW2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2519
 GW2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2519
 GW2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2519
 GW2519.The ellipsoidal height was determined by GPS observations
 GW2519.and is referenced to NAD 83.
 GW2519
 GW2519.The geoid height was determined by GEOID03.
 GW2519
 GW2519;                    North         East     Units Scale Factor Converg.
 GW2519;SPC VA S     - 1,126,632.440 3,453,246.257   MT  0.99994710   -0 19 14.9
 GW2519;SPC VA S     - 3,696,293.26 11,329,525.43   sFT  0.99994710   -0 19 14.9
 GW2519;UTM  17      - 4,149,197.708   674,325.277   MT  0.99997434   +1 11 58.9
 GW2519
 GW2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2519!SPC VA S     -   0.99996554  x   0.99994710  =   0.99991264
 GW2519!UTM  17      -   0.99996554  x   0.99997434  =   0.99993988
 GW2519
 GW2519                          SUPERSEDED SURVEY CONTROL
 GW2519
 GW2519  ELLIP H (09/08/95)  219.65   (m)                       GP(       ) 4 2
 GW2519  NAD 83(1993)-  37 28 23.66936(N)    079 01 42.88249(W) AD(       ) 1
 GW2519  ELLIP H (11/14/94)  219.67   (m)                       GP(       ) 4 2
 GW2519  NAD 83(1986)-  37 28 23.67448(N)    079 01 42.89475(W) AD(       ) 1
 GW2519  NGVD 29 (07/01/93)  251.5    (m)          825.     (f) GPS OBS        
 GW2519
 GW2519.Superseded values are not recommended for survey control.
 GW2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2519.See file dsdata.txt to determine how the superseded data were derived.
 GW2519
 GW2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7432549198(NAD 83)
 GW2519_MARKER: DD = SURVEY DISK
 GW2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2519_SP_SET: CONCRETE POST
 GW2519_STAMPING: 318
 GW2519_MARK LOGO: VA-009
 GW2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2519+STABILITY: SURFACE MOTION
 GW2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2519+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2519
 GW2519  HISTORY     - Date     Condition        Report By
 GW2519  HISTORY     - 1992     MONUMENTED       MSI
 GW2519
 GW2519                          STATION DESCRIPTION
 GW2519
 GW2519'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2519'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.5
 GW2519'MI (8.9 KM) EAST OF THE TOWN OF MONROE.
 GW2519'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 670 AND S.R. 663,
 GW2519'PROCEED  0.8 MI (1.3 KM) SOUTHEAST ALONG S.R. 663 TO THE INTERSECTION
 GW2519'WITH S.R. 613, TURN LEFT ONTO S.R. 613 AND TRAVEL 1.3 MI (2.1 KM)
 GW2519'EAST TO THE STATION ON THE RIGHT, NEAR A CLEAR CUT AREA.
 GW2519'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2519'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2519'STAMPED, 318.  THE DISK IS LOCATED 2.3 FT (0.7 M) FROM A WITNESS
 GW2519'POST, 16.0 FT (4.9 M) WEST OF THE CENTERLINE OF S.R. 613, 131.0 FT
 GW2519'(39.9 M) SOUTHWEST OF POWER POLE NUMBER 36-45, AND 132.8 FT (40.5 M)
 GW2519'NORTHWEST OF POWER POLE NUMBER 36-46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2520 ***********************************************************************
 GW2520  DESIGNATION -  AMHERST 319
 GW2520  PID         -  GW2520
 GW2520  STATE/COUNTY-  VA/AMHERST
 GW2520  USGS QUAD   -  BIG ISLAND (1983)
 GW2520
 GW2520                         *CURRENT SURVEY CONTROL
 GW2520  ___________________________________________________________________
 GW2520* NAD 83(1993)-  37 30 23.08580(N)    079 16 30.24371(W)     ADJUSTED  
 GW2520* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 GW2520  ___________________________________________________________________
 GW2520  X           -     942,769.191 (meters)                     COMP
 GW2520  Y           -  -4,977,591.465 (meters)                     COMP
 GW2520  Z           -   3,862,216.889 (meters)                     COMP
 GW2520  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GW2520  ELLIP HEIGHT-         144.80  (meters)          (05/17/02) GPS OBS
 GW2520  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2520
 GW2520  HORZ ORDER  -  FIRST
 GW2520  ELLP ORDER  -  FOURTH    CLASS II
 GW2520
 GW2520.The horizontal coordinates were established by GPS observations
 GW2520.and adjusted by the National Geodetic Survey in November 1994..
 GW2520
 GW2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2520
 GW2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2520
 GW2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2520
 GW2520.The ellipsoidal height was determined by GPS observations
 GW2520.and is referenced to NAD 83.
 GW2520
 GW2520.The geoid height was determined by GEOID03.
 GW2520
 GW2520;                    North         East     Units Scale Factor Converg.
 GW2520;SPC VA S     - 1,130,464.232 3,431,474.467   MT  0.99994833   -0 28 13.5
 GW2520;SPC VA S     - 3,708,864.73 11,258,095.81   sFT  0.99994833   -0 28 13.5
 GW2520;UTM  17      - 4,152,450.313   652,459.869   MT  0.99988632   +1 03 01.5
 GW2520
 GW2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2520!SPC VA S     -   0.99997728  x   0.99994833  =   0.99992561
 GW2520!UTM  17      -   0.99997728  x   0.99988632  =   0.99986360
 GW2520
 GW2520                          SUPERSEDED SURVEY CONTROL
 GW2520
 GW2520  ELLIP H (09/08/95)  144.83   (m)                       GP(       ) 4 2
 GW2520  ELLIP H (11/14/94)  144.86   (m)                       GP(       ) 4 2
 GW2520  NAD 83(1986)-  37 30 23.09083(N)    079 16 30.25596(W) AD(       ) 1
 GW2520  NGVD 29 (07/01/93)  177.1    (m)          581.     (f) GPS OBS        
 GW2520
 GW2520.Superseded values are not recommended for survey control.
 GW2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2520.See file dsdata.txt to determine how the superseded data were derived.
 GW2520
 GW2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5246052450(NAD 83)
 GW2520_MARKER: DD = SURVEY DISK
 GW2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2520_SP_SET: CONCRETE POST
 GW2520_STAMPING: 319
 GW2520_MARK LOGO: VA-009
 GW2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2520+STABILITY: SURFACE MOTION
 GW2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2520
 GW2520  HISTORY     - Date     Condition        Report By
 GW2520  HISTORY     - 1992     MONUMENTED       MSI
 GW2520
 GW2520                          STATION DESCRIPTION
 GW2520
 GW2520'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2520'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 6.1
 GW2520'MI (9.8 KM) SOUTHEAST OF THE TOWN OF BIG ISLAND.
 GW2520'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND THE BLUE
 GW2520'RIDGE PARKWAY, PROCEED SOUTHEAST 4.2 MI (6.8 KM) ALONG S.R. 130 TO
 GW2520'THE WESTERNMOST INTERSECTION OF S.R. 130 AND S.R. 650.  TURN RIGHT
 GW2520'ONTO S.R. 650 AND TRAVEL 4.1 MI (6.6 KM) SOUTHEAST TO THE STATION ON
 GW2520'THE RIGHT, NEAR THE JAMES RIVER.
 GW2520'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2520'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2520'STAMPED, 319.  THE DISK IS LOCATED 2.1 FT (0.6 M) NORTH OF A
 GW2520'WITNESS POST, 14.5 FT (4.4 M) SOUTH OF THE CENTERLINE OF S.R. 650,
 GW2520'36.5 FT (11.1 M) SOUTH OF A NAIL IN A 0.5 FT (0.2 M) OAK TREE, AND
 GW2520'56.3 FT (17.2 M) SOUTHEAST OF A NAIL IN A 0.3 FT (0.1 M) MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2521 ***********************************************************************
 GW2521  DESIGNATION -  AMHERST 320
 GW2521  PID         -  GW2521
 GW2521  STATE/COUNTY-  VA/AMHERST
 GW2521  USGS QUAD   -  BIG ISLAND (1983)
 GW2521
 GW2521                         *CURRENT SURVEY CONTROL
 GW2521  ___________________________________________________________________
 GW2521* NAD 83(1993)-  37 30 48.24173(N)    079 15 15.45435(W)     ADJUSTED  
 GW2521* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 GW2521  ___________________________________________________________________
 GW2521  X           -     944,498.098 (meters)                     COMP
 GW2521  Y           -  -4,976,849.614 (meters)                     COMP
 GW2521  Z           -   3,862,882.334 (meters)                     COMP
 GW2521  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 GW2521  ELLIP HEIGHT-         227.28  (meters)          (05/17/02) GPS OBS
 GW2521  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2521
 GW2521  HORZ ORDER  -  FIRST
 GW2521  ELLP ORDER  -  FOURTH    CLASS II
 GW2521
 GW2521.The horizontal coordinates were established by GPS observations
 GW2521.and adjusted by the National Geodetic Survey in November 1994..
 GW2521
 GW2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2521
 GW2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2521
 GW2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2521
 GW2521.The ellipsoidal height was determined by GPS observations
 GW2521.and is referenced to NAD 83.
 GW2521
 GW2521.The geoid height was determined by GEOID03.
 GW2521
 GW2521;                    North         East     Units Scale Factor Converg.
 GW2521;SPC VA S     - 1,131,224.841 3,433,317.374   MT  0.99994863   -0 27 28.1
 GW2521;SPC VA S     - 3,711,360.17 11,264,142.08   sFT  0.99994863   -0 27 28.1
 GW2521;UTM  17      - 4,153,259.522   654,281.831   MT  0.99989320   +1 03 47.7
 GW2521
 GW2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2521!SPC VA S     -   0.99996434  x   0.99994863  =   0.99991297
 GW2521!UTM  17      -   0.99996434  x   0.99989320  =   0.99985754
 GW2521
 GW2521                          SUPERSEDED SURVEY CONTROL
 GW2521
 GW2521  ELLIP H (11/14/94)  227.35   (m)                       GP(       ) 4 2
 GW2521  NAD 83(1986)-  37 30 48.24672(N)    079 15 15.46659(W) AD(       ) 1
 GW2521  NGVD 29 (07/01/93)  259.6    (m)          852.     (f) GPS OBS        
 GW2521
 GW2521.Superseded values are not recommended for survey control.
 GW2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2521.See file dsdata.txt to determine how the superseded data were derived.
 GW2521
 GW2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5428253260(NAD 83)
 GW2521_MARKER: DD = SURVEY DISK
 GW2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2521_SP_SET: CONCRETE POST
 GW2521_STAMPING: 320
 GW2521_MARK LOGO: VA-009
 GW2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2521+STABILITY: SURFACE MOTION
 GW2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2521+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2521
 GW2521  HISTORY     - Date     Condition        Report By
 GW2521  HISTORY     - 1992     MONUMENTED       MSI
 GW2521
 GW2521                          STATION DESCRIPTION
 GW2521
 GW2521'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2521'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 6.6
 GW2521'MI (10.6 KM) SOUTHEAST OF THE TOWN OF BIG ISLAND.
 GW2521'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND THE BLUE
 GW2521'RIDGE PARKWAY, PROCEED SOUTHEAST 4.2 MI (6.8 KM) ALONG S.R. 130 TO
 GW2521'THE WESTERNMOST INTERSECTION OF S.R. 130 AND S.R. 650.  TURN RIGHT
 GW2521'ONTO S.R. 650 AND TRAVEL 5.7 MI (9.2 KM) SOUTHEAST TO THE STATION ON
 GW2521'THE LEFT, APPROXIMATELY 250 FT (76.2 M) EAST OF THE INTERSECTION WITH
 GW2521'S.R. 691.
 GW2521'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2521'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2521'STAMPED, 320.  THE DISK IS LOCATED 25.5 FT (7.8 M) NORTH OF THE
 GW2521'CENTERLINE OF S.R. 650, 107.5 FT (32.8 M) NORTHEAST OF POWER POLE
 GW2521'NUMBER 1134-152, 167.5 NORTHWEST OF POWER POLE NUMBER 1134-151.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2522 ***********************************************************************
 GW2522  DESIGNATION -  AMHERST 321
 GW2522  PID         -  GW2522
 GW2522  STATE/COUNTY-  VA/AMHERST
 GW2522  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2522
 GW2522                         *CURRENT SURVEY CONTROL
 GW2522  ___________________________________________________________________
 GW2522* NAD 83(1993)-  37 30 37.12719(N)    079 13 44.41851(W)     ADJUSTED  
 GW2522* NAVD 88     -       221.4    (meters)     726.     (feet)  VERTCON   
 GW2522  ___________________________________________________________________
 GW2522  X           -     946,727.939 (meters)                     COMP
 GW2522  Y           -  -4,976,607.738 (meters)                     COMP
 GW2522  Z           -   3,862,587.452 (meters)                     COMP
 GW2522  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 GW2522  ELLIP HEIGHT-         189.40  (meters)          (05/17/02) GPS OBS
 GW2522  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW2522
 GW2522  HORZ ORDER  -  FIRST
 GW2522  ELLP ORDER  -  FOURTH    CLASS II
 GW2522
 GW2522.The horizontal coordinates were established by GPS observations
 GW2522.and adjusted by the National Geodetic Survey in November 1994..
 GW2522
 GW2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2522
 GW2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2522
 GW2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2522
 GW2522.The ellipsoidal height was determined by GPS observations
 GW2522.and is referenced to NAD 83.
 GW2522
 GW2522.The geoid height was determined by GEOID03.
 GW2522
 GW2522;                    North         East     Units Scale Factor Converg.
 GW2522;SPC VA S     - 1,130,864.647 3,435,550.223   MT  0.99994850   -0 26 32.8
 GW2522;SPC VA S     - 3,710,178.43 11,271,467.69   sFT  0.99994850   -0 26 32.8
 GW2522;UTM  17      - 4,152,958.739   656,523.341   MT  0.99990178   +1 04 42.9
 GW2522
 GW2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2522!SPC VA S     -   0.99997028  x   0.99994850  =   0.99991878
 GW2522!UTM  17      -   0.99997028  x   0.99990178  =   0.99987206
 GW2522
 GW2522                          SUPERSEDED SURVEY CONTROL
 GW2522
 GW2522  ELLIP H (09/08/95)  189.46   (m)                       GP(       ) 4 2
 GW2522  NAD 83(1986)-  37 30 37.13216(N)    079 13 44.43070(W) AD(       ) 1
 GW2522  NGVD 29 (07/01/93)  221.7    (m)          727.     (f) GPS OBS        
 GW2522
 GW2522.Superseded values are not recommended for survey control.
 GW2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2522.See file dsdata.txt to determine how the superseded data were derived.
 GW2522
 GW2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5652352959(NAD 83)
 GW2522_MARKER: DD = SURVEY DISK
 GW2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2522_SP_SET: CONCRETE POST
 GW2522_STAMPING: 321
 GW2522_MARK LOGO: VA-009
 GW2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2522+STABILITY: SURFACE MOTION
 GW2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2522+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2522
 GW2522  HISTORY     - Date     Condition        Report By
 GW2522  HISTORY     - 1992     MONUMENTED       MSI
 GW2522
 GW2522                          STATION DESCRIPTION
 GW2522
 GW2522'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2522'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 7.9
 GW2522'MI (12.7 KM) SOUTHEAST OF THE TOWN OF BIG ISLAND.
 GW2522'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND THE BLUE
 GW2522'RIDGE PARKWAY, PROCEED SOUTHEAST 9.2 MI (14.8 KM) ALONG S.R. 130 TO
 GW2522'THE EASTERNMOST INTERSECTION OF S.R. 130 AND S.R. 650. TURN RIGHT
 GW2522'ONTO S.R. 650 AND TRAVEL 8.9 MI (14.3 KM) SOUTHWEST TO THE
 GW2522'INTERSECTION WITH S.R. 762.  TURN LEFT ONTO S.R. 762 AND PROCEED
 GW2522'SOUTH 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT NEAR THE ABERT
 GW2522'SUBSTATION.
 GW2522'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2522'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2522'STAMPED, 321.  THE DISK IS LOCATED 27.0 FT (8.2 M) SOUTHWEST OF A
 GW2522'GRAVEL ROAD LEADING TO THE SUBSTATION, 41.2 FT (12.6 M) NORTHWEST OF
 GW2522'THE NORTHERNMOST POLE OF TOWER NUMBER 1135-94-B, AND 63.5 FT
 GW2522'(19.4 M) NORTHEAST OF POWER POLE NUMBER 1135-115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2523 ***********************************************************************
 GW2523  DESIGNATION -  AMHERST 322
 GW2523  PID         -  GW2523
 GW2523  STATE/COUNTY-  VA/AMHERST
 GW2523  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2523
 GW2523                         *CURRENT SURVEY CONTROL
 GW2523  ___________________________________________________________________
 GW2523* NAD 83(1993)-  37 30 07.49210(N)    079 11 03.92031(W)     ADJUSTED  
 GW2523* NAVD 88     -       258.2    (meters)     847.     (feet)  VERTCON   
 GW2523  ___________________________________________________________________
 GW2523  X           -     950,709.901 (meters)                     COMP
 GW2523  Y           -  -4,976,444.646 (meters)                     COMP
 GW2523  Z           -   3,861,885.053 (meters)                     COMP
 GW2523  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 GW2523  ELLIP HEIGHT-         226.20  (meters)          (05/17/02) GPS OBS
 GW2523  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2523
 GW2523  HORZ ORDER  -  FIRST
 GW2523  ELLP ORDER  -  FOURTH    CLASS II
 GW2523
 GW2523.The horizontal coordinates were established by GPS observations
 GW2523.and adjusted by the National Geodetic Survey in November 1994..
 GW2523
 GW2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2523
 GW2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2523
 GW2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2523
 GW2523.The ellipsoidal height was determined by GPS observations
 GW2523.and is referenced to NAD 83.
 GW2523
 GW2523.The geoid height was determined by GEOID03.
 GW2523
 GW2523;                    North         East     Units Scale Factor Converg.
 GW2523;SPC VA S     - 1,129,921.569 3,439,485.001   MT  0.99994815   -0 24 55.4
 GW2523;SPC VA S     - 3,707,084.35 11,284,377.04   sFT  0.99994815   -0 24 55.4
 GW2523;UTM  17      - 4,152,120.468   660,481.610   MT  0.99991724   +1 06 20.0
 GW2523
 GW2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2523!SPC VA S     -   0.99996451  x   0.99994815  =   0.99991266
 GW2523!UTM  17      -   0.99996451  x   0.99991724  =   0.99988175
 GW2523
 GW2523                          SUPERSEDED SURVEY CONTROL
 GW2523
 GW2523  ELLIP H (09/08/95)  226.22   (m)                       GP(       ) 4 2
 GW2523  ELLIP H (11/14/94)  226.26   (m)                       GP(       ) 4 2
 GW2523  NAD 83(1986)-  37 30 07.49713(N)    079 11 03.93245(W) AD(       ) 1
 GW2523  NGVD 29 (07/01/93)  258.4    (m)          848.     (f) GPS OBS        
 GW2523
 GW2523.Superseded values are not recommended for survey control.
 GW2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2523.See file dsdata.txt to determine how the superseded data were derived.
 GW2523
 GW2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6048252120(NAD 83)
 GW2523_MARKER: DD = SURVEY DISK
 GW2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2523_SP_SET: CONCRETE POST
 GW2523_STAMPING: 322
 GW2523_MARK LOGO: VA-009
 GW2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2523+STABILITY: SURFACE MOTION
 GW2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2523+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2523
 GW2523  HISTORY     - Date     Condition        Report By
 GW2523  HISTORY     - 1992     MONUMENTED       MSI
 GW2523
 GW2523                          STATION DESCRIPTION
 GW2523
 GW2523'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2523'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2523'MI (2.3 KM) SOUTH OF THE TOWN ELON.
 GW2523'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND U.S. 29,
 GW2523'PROCEED 4.6 MI (7.4 KM) NORTHWEST ALONG S.R. 130 TO THE INTERSECTION
 GW2523'WITH S.R. 676.  CONTINUE 200 FT (61.0 M) NORTHWEST ALONG S.R. 130 TO
 GW2523'THE STATION ON THE RIGHT.
 GW2523'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2523'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2523'STAMPED, 322.  THE DISK IS LOCATED 19.7 FT (6.0 M) NORTHEAST OF THE
 GW2523'CENTERLINE OF S.R. 130, 64.8 FT (19.8 M) EAST OF POWER POLE NUMBER
 GW2523'1136-318, AND 151.0 FT (46.0 M) NORTHWEST OF POWER POLE NUMBER
 GW2523'1136-315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2524 ***********************************************************************
 GW2524  DESIGNATION -  AMHERST 323
 GW2524  PID         -  GW2524
 GW2524  STATE/COUNTY-  VA/AMHERST
 GW2524  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2524
 GW2524                         *CURRENT SURVEY CONTROL
 GW2524  ___________________________________________________________________
 GW2524* NAD 83(1993)-  37 32 43.50012(N)    079 11 47.62013(W)     ADJUSTED  
 GW2524* NAVD 88     -       354.8    (meters)    1164.     (feet)  VERTCON   
 GW2524  ___________________________________________________________________
 GW2524  X           -     949,120.781 (meters)                     COMP
 GW2524  Y           -  -4,973,843.480 (meters)                     COMP
 GW2524  Z           -   3,865,758.649 (meters)                     COMP
 GW2524  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GW2524  ELLIP HEIGHT-         322.82  (meters)          (05/17/02) GPS OBS
 GW2524  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW2524
 GW2524  HORZ ORDER  -  FIRST
 GW2524  ELLP ORDER  -  FOURTH    CLASS II
 GW2524
 GW2524.The horizontal coordinates were established by GPS observations
 GW2524.and adjusted by the National Geodetic Survey in November 1994..
 GW2524
 GW2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2524
 GW2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2524
 GW2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2524
 GW2524.The ellipsoidal height was determined by GPS observations
 GW2524.and is referenced to NAD 83.
 GW2524
 GW2524.The geoid height was determined by GEOID03.
 GW2524
 GW2524;                    North         East     Units Scale Factor Converg.
 GW2524;SPC VA S     - 1,134,738.749 3,438,447.220   MT  0.99995021   -0 25 21.9
 GW2524;SPC VA S     - 3,722,888.71 11,280,972.25   sFT  0.99995021   -0 25 21.9
 GW2524;UTM  17      - 4,156,908.231   659,316.331   MT  0.99991265   +1 05 57.2
 GW2524
 GW2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2524!SPC VA S     -   0.99994934  x   0.99995021  =   0.99989956
 GW2524!UTM  17      -   0.99994934  x   0.99991265  =   0.99986200
 GW2524
 GW2524                          SUPERSEDED SURVEY CONTROL
 GW2524
 GW2524  ELLIP H (11/14/94)  322.88   (m)                       GP(       ) 4 2
 GW2524  NAD 83(1986)-  37 32 43.50510(N)    079 11 47.63222(W) AD(       ) 1
 GW2524  NGVD 29 (07/01/93)  355.0    (m)         1165.     (f) GPS OBS        
 GW2524
 GW2524.Superseded values are not recommended for survey control.
 GW2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2524.See file dsdata.txt to determine how the superseded data were derived.
 GW2524
 GW2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5931656908(NAD 83)
 GW2524_MARKER: DD = SURVEY DISK
 GW2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2524_SP_SET: CONCRETE POST
 GW2524_STAMPING: 323
 GW2524_MARK LOGO: VA-009
 GW2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2524+STABILITY: SURFACE MOTION
 GW2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2524+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2524
 GW2524  HISTORY     - Date     Condition        Report By
 GW2524  HISTORY     - 1992     MONUMENTED       MSI
 GW2524
 GW2524                          STATION DESCRIPTION
 GW2524
 GW2524'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2524'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2524'MI (3.1 KM) NORTH OF THE TOWN ELON.
 GW2524'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 653,
 GW2524'PROCEED 1.7 MI (2.7 KM) NORTHEAST ALONG S.R. 653 TO THE INTERSECTION
 GW2524'WITH S.R. 806.  TURN LEFT ONTO S.R. 806 AND TRAVEL NORTHWEST 0.7 MI
 GW2524'(1.1 KM) TO THE STATION ON THE RIGHT.
 GW2524'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2524'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2524'STAMPED, 323.  THE DISK IS LOCATED 2.0 FT (0.6 M) NORTH OF A
 GW2524'WITNESS POST, 18.0 FT (5.5 M) SOUTH OF THE CENTERLINE OF S.R. 806,
 GW2524'65.5 FT (20.0 M) SOUTHWEST OF A LARGE TELEPHONE BOX, AND 69.5 FT
 GW2524'(21.2 M) SOUTH OF POWER POLE NUMBER 1088-39-12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2525 ***********************************************************************
 GW2525  DESIGNATION -  AMHERST 324
 GW2525  PID         -  GW2525
 GW2525  STATE/COUNTY-  VA/AMHERST
 GW2525  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2525
 GW2525                         *CURRENT SURVEY CONTROL
 GW2525  ___________________________________________________________________
 GW2525* NAD 83(1993)-  37 31 42.99403(N)    079 10 54.67526(W)     ADJUSTED  
 GW2525* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 GW2525  ___________________________________________________________________
 GW2525  X           -     950,596.619 (meters)                     COMP
 GW2525  Y           -  -4,974,641.948 (meters)                     COMP
 GW2525  Z           -   3,864,221.408 (meters)                     COMP
 GW2525  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GW2525  ELLIP HEIGHT-         227.64  (meters)          (05/17/02) GPS OBS
 GW2525  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2525
 GW2525  HORZ ORDER  -  FIRST
 GW2525  ELLP ORDER  -  FOURTH    CLASS II
 GW2525
 GW2525.The horizontal coordinates were established by GPS observations
 GW2525.and adjusted by the National Geodetic Survey in November 1994..
 GW2525
 GW2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2525
 GW2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2525
 GW2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2525
 GW2525.The ellipsoidal height was determined by GPS observations
 GW2525.and is referenced to NAD 83.
 GW2525
 GW2525.The geoid height was determined by GEOID03.
 GW2525
 GW2525;                    North         East     Units Scale Factor Converg.
 GW2525;SPC VA S     - 1,132,864.005 3,439,733.325   MT  0.99994934   -0 24 49.8
 GW2525;SPC VA S     - 3,716,737.99 11,285,191.75   sFT  0.99994934   -0 24 49.8
 GW2525;UTM  17      - 4,155,068.367   660,651.725   MT  0.99991791   +1 06 28.0
 GW2525
 GW2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2525!SPC VA S     -   0.99996428  x   0.99994934  =   0.99991362
 GW2525!UTM  17      -   0.99996428  x   0.99991791  =   0.99988219
 GW2525
 GW2525                          SUPERSEDED SURVEY CONTROL
 GW2525
 GW2525  ELLIP H (11/14/94)  227.70   (m)                       GP(       ) 4 2
 GW2525  NAD 83(1986)-  37 31 42.99903(N)    079 10 54.68733(W) AD(       ) 1
 GW2525  NGVD 29 (07/01/93)  259.8    (m)          852.     (f) GPS OBS        
 GW2525
 GW2525.Superseded values are not recommended for survey control.
 GW2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2525.See file dsdata.txt to determine how the superseded data were derived.
 GW2525
 GW2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6065255068(NAD 83)
 GW2525_MARKER: DD = SURVEY DISK
 GW2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2525_SP_SET: CONCRETE POST
 GW2525_STAMPING: 324
 GW2525_MARK LOGO: VA-009
 GW2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2525+STABILITY: SURFACE MOTION
 GW2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2525+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2525
 GW2525  HISTORY     - Date     Condition        Report By
 GW2525  HISTORY     - 1992     MONUMENTED       MSI
 GW2525
 GW2525                          STATION DESCRIPTION
 GW2525
 GW2525'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2525'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2525'MI (1.6 KM) NORTHEAST OF THE TOWN ELON.
 GW2525'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652,
 GW2525'PROCEED 1.7 MI (2.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2525'S.R. 675.  TURN LEFT ONTO S.R. 675 AND TRAVEL NORTHWEST 0.9 MI
 GW2525'(1.4 KM) TO THE STATION ON THE LEFT, OPPOSITE A CEMETARY.
 GW2525'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2525'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2525'STAMPED, 324.  THE DISK IS LOCATED 14.0 FT (4.3 M) SOUTH OF THE
 GW2525'CENTERLINE OF S.R. 675 (EXTENDED), 76.0 FT (23.2 M) EAST OF THE
 GW2525'SOUTHWESTERNMOST CHAINLINK FENCE CORNER OF THE HUDSON CEMETARY, AND
 GW2525'77.0 FT (23.5 M) SOUTHWEST OF THE SOUTHEASTERNMOST CHAINLINK FENCE
 GW2525'CORNER OF THE CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2526 ***********************************************************************
 GW2526  DESIGNATION -  AMHERST 325
 GW2526  PID         -  GW2526
 GW2526  STATE/COUNTY-  VA/AMHERST
 GW2526  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2526
 GW2526                         *CURRENT SURVEY CONTROL
 GW2526  ___________________________________________________________________
 GW2526* NAD 83(1993)-  37 34 15.59400(N)    079 09 46.09047(W)     ADJUSTED  
 GW2526* NAVD 88     -       322.7    (meters)    1059.     (feet)  VERTCON   
 GW2526  ___________________________________________________________________
 GW2526  X           -     951,720.950 (meters)                     COMP
 GW2526  Y           -  -4,971,558.429 (meters)                     COMP
 GW2526  Z           -   3,867,989.932 (meters)                     COMP
 GW2526  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 GW2526  ELLIP HEIGHT-         290.66  (meters)          (05/17/02) GPS OBS
 GW2526  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2526
 GW2526  HORZ ORDER  -  FIRST
 GW2526  ELLP ORDER  -  FOURTH    CLASS II
 GW2526
 GW2526.The horizontal coordinates were established by GPS observations
 GW2526.and adjusted by the National Geodetic Survey in November 1994..
 GW2526
 GW2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2526
 GW2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2526
 GW2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2526
 GW2526.The ellipsoidal height was determined by GPS observations
 GW2526.and is referenced to NAD 83.
 GW2526
 GW2526.The geoid height was determined by GEOID03.
 GW2526
 GW2526;                    North         East     Units Scale Factor Converg.
 GW2526;SPC VA S     - 1,137,556.320 3,441,450.205   MT  0.99995169   -0 24 08.2
 GW2526;SPC VA S     - 3,732,132.69 11,290,824.55   sFT  0.99995169   -0 24 08.2
 GW2526;UTM  17      - 4,159,804.493   662,243.307   MT  0.99992424   +1 07 13.7
 GW2526
 GW2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2526!SPC VA S     -   0.99995439  x   0.99995169  =   0.99990608
 GW2526!UTM  17      -   0.99995439  x   0.99992424  =   0.99987863
 GW2526
 GW2526:                Primary Azimuth Mark                     Grid Az
 GW2526:SPC VA S     -  AMHERST 326                              165 44 43.0
 GW2526:UTM  17      -  AMHERST 326                              164 13 21.1
 GW2526
 GW2526|---------------------------------------------------------------------|
 GW2526| PID    Reference Object                     Distance      Geod. Az  |
 GW2526|                                                           dddmmss.s |
 GW2526| GW2527 AMHERST 326                         APPROX. 1.6 KM 1652034.8 |
 GW2526|---------------------------------------------------------------------|
 GW2526
 GW2526                          SUPERSEDED SURVEY CONTROL
 GW2526
 GW2526  ELLIP H (11/14/94)  290.72   (m)                       GP(       ) 4 2
 GW2526  NAD 83(1986)-  37 34 15.59898(N)    079 09 46.10238(W) AD(       ) 1
 GW2526  NGVD 29 (07/01/93)  322.9    (m)         1059.     (f) GPS OBS        
 GW2526
 GW2526.Superseded values are not recommended for survey control.
 GW2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2526.See file dsdata.txt to determine how the superseded data were derived.
 GW2526
 GW2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6224359804(NAD 83)
 GW2526_MARKER: DD = SURVEY DISK
 GW2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2526_SP_SET: CONCRETE POST
 GW2526_STAMPING: 325
 GW2526_MARK LOGO: VA-009
 GW2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2526+STABILITY: SURFACE MOTION
 GW2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2526+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2526
 GW2526  HISTORY     - Date     Condition        Report By
 GW2526  HISTORY     - 1992     MONUMENTED       MSI
 GW2526
 GW2526                          STATION DESCRIPTION
 GW2526
 GW2526'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2526'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.2
 GW2526'MI (6.8 KM) NORTHEAST OF THE TOWN ELON.
 GW2526'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652,
 GW2526'PROCEED 2.9 MI (4.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2526'S.R. 657.  TURN LEFT ONTO S.R. 657 AND TRAVEL NORTHEAST 0.4 MI
 GW2526'(0.6 KM) TO THE INTERSECTION WITH S.R. 636.  TURN LEFT ONTO S.R. 636
 GW2526'AND PROCEED 3.4 MI (5.5 KM) NORTH TO THE STATION ON THE RIGHT.
 GW2526'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2526'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2526'STAMPED, 325.  THE DISK IS LOCATED 15.0 FT (4.6 M) EAST OF THE
 GW2526'CENTERLINE OF S.R. 636, 26.0 FT (7.9 M) WEST OF A WELL, AND 133.0 FT
 GW2526'(40.5 M) NORTH OF POWER POLE NUMBER 1065-130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2527 ***********************************************************************
 GW2527  DESIGNATION -  AMHERST 326
 GW2527  PID         -  GW2527
 GW2527  STATE/COUNTY-  VA/AMHERST
 GW2527  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2527
 GW2527                         *CURRENT SURVEY CONTROL
 GW2527  ___________________________________________________________________
 GW2527* NAD 83(1993)-  37 33 26.43519(N)    079 09 29.94041(W)     ADJUSTED  
 GW2527* NAVD 88     -       262.5    (meters)     861.     (feet)  VERTCON   
 GW2527  ___________________________________________________________________
 GW2527  X           -     952,275.045 (meters)                     COMP
 GW2527  Y           -  -4,972,344.595 (meters)                     COMP
 GW2527  Z           -   3,866,751.876 (meters)                     COMP
 GW2527  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 GW2527  ELLIP HEIGHT-         230.53  (meters)          (05/17/02) GPS OBS
 GW2527  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2527
 GW2527  HORZ ORDER  -  FIRST
 GW2527  ELLP ORDER  -  FOURTH    CLASS II
 GW2527
 GW2527.The horizontal coordinates were established by GPS observations
 GW2527.and adjusted by the National Geodetic Survey in November 1994..
 GW2527
 GW2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2527
 GW2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2527
 GW2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2527
 GW2527.The ellipsoidal height was determined by GPS observations
 GW2527.and is referenced to NAD 83.
 GW2527
 GW2527.The geoid height was determined by GEOID03.
 GW2527
 GW2527;                    North         East     Units Scale Factor Converg.
 GW2527;SPC VA S     - 1,136,038.088 3,441,835.920   MT  0.99995087   -0 23 58.4
 GW2527;SPC VA S     - 3,727,151.63 11,292,090.01   sFT  0.99995087   -0 23 58.4
 GW2527;UTM  17      - 4,158,297.086   662,669.216   MT  0.99992594   +1 07 22.3
 GW2527
 GW2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2527!SPC VA S     -   0.99996383  x   0.99995087  =   0.99991470
 GW2527!UTM  17      -   0.99996383  x   0.99992594  =   0.99988977
 GW2527
 GW2527:                Primary Azimuth Mark                     Grid Az
 GW2527:SPC VA S     -  AMHERST 325                              345 44 43.0
 GW2527:UTM  17      -  AMHERST 325                              344 13 22.3
 GW2527
 GW2527|---------------------------------------------------------------------|
 GW2527| PID    Reference Object                     Distance      Geod. Az  |
 GW2527|                                                           dddmmss.s |
 GW2527| GW2526 AMHERST 325                         APPROX. 1.6 KM 3452044.6 |
 GW2527|---------------------------------------------------------------------|
 GW2527
 GW2527                          SUPERSEDED SURVEY CONTROL
 GW2527
 GW2527  ELLIP H (11/14/94)  230.58   (m)                       GP(       ) 4 2
 GW2527  NAD 83(1986)-  37 33 26.44019(N)    079 09 29.95235(W) AD(       ) 1
 GW2527  NGVD 29 (07/01/93)  262.7    (m)          862.     (f) GPS OBS        
 GW2527
 GW2527.Superseded values are not recommended for survey control.
 GW2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2527.See file dsdata.txt to determine how the superseded data were derived.
 GW2527
 GW2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6266958297(NAD 83)
 GW2527_MARKER: DD = SURVEY DISK
 GW2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2527_SP_SET: CONCRETE POST
 GW2527_STAMPING: 326
 GW2527_MARK LOGO: VA-009
 GW2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2527+STABILITY: SURFACE MOTION
 GW2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2527+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2527
 GW2527  HISTORY     - Date     Condition        Report By
 GW2527  HISTORY     - 1992     MONUMENTED       MSI
 GW2527
 GW2527                          STATION DESCRIPTION
 GW2527
 GW2527'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2527'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.4
 GW2527'MI (5.5 KM) NORTHEAST OF THE TOWN ELON.
 GW2527'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652,
 GW2527'PROCEED 2.9 MI (4.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2527'S.R. 657.  TURN LEFT ONTO S.R. 657 AND TRAVEL NORTHEAST 0.4 MI
 GW2527'(0.6 KM) TO THE INTERSECTION WITH S.R. 636.  TURN LEFT ONTO S.R. 636
 GW2527'AND PROCEED 2.1 MI (3.4 KM) NORTHWEST TO THE STATION ON THE RIGHT.
 GW2527'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2527'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2527'STAMPED, 326.  THE DISK IS LOCATED 3.2 FT (1.0 M) WEST OF A WITNESS
 GW2527'POST, 20.5 FT (6.2 M) SOUTHEAST OF THE CENTERLINE OF S.R. 636, AND
 GW2527'64.7 FT (19.7 M) NORTHEAST OF THE NORTHERNMOST GATEPOST ON THE WEST
 GW2527'SIDE OF S.R. 636.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2528 ***********************************************************************
 GW2528  DESIGNATION -  AMHERST 327
 GW2528  PID         -  GW2528
 GW2528  STATE/COUNTY-  VA/AMHERST
 GW2528  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2528
 GW2528                         *CURRENT SURVEY CONTROL
 GW2528  ___________________________________________________________________
 GW2528* NAD 83(1993)-  37 32 11.06928(N)    079 08 54.80519(W)     ADJUSTED  
 GW2528* NAVD 88     -       266.4    (meters)     874.     (feet)  VERTCON   
 GW2528  ___________________________________________________________________
 GW2528  X           -     953,389.192 (meters)                     COMP
 GW2528  Y           -  -4,973,576.063 (meters)                     COMP
 GW2528  Z           -   3,864,911.964 (meters)                     COMP
 GW2528  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GW2528  ELLIP HEIGHT-         234.43  (meters)          (05/17/02) GPS OBS
 GW2528  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2528
 GW2528  HORZ ORDER  -  FIRST
 GW2528  ELLP ORDER  -  FOURTH    CLASS II
 GW2528
 GW2528.The horizontal coordinates were established by GPS observations
 GW2528.and adjusted by the National Geodetic Survey in November 1994..
 GW2528
 GW2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2528
 GW2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2528
 GW2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2528
 GW2528.The ellipsoidal height was determined by GPS observations
 GW2528.and is referenced to NAD 83.
 GW2528
 GW2528.The geoid height was determined by GEOID03.
 GW2528
 GW2528;                    North         East     Units Scale Factor Converg.
 GW2528;SPC VA S     - 1,133,708.760 3,442,682.248   MT  0.99994973   -0 23 37.1
 GW2528;SPC VA S     - 3,719,509.49 11,294,866.68   sFT  0.99994973   -0 23 37.1
 GW2528;UTM  17      - 4,155,991.113   663,577.099   MT  0.99992959   +1 07 41.8
 GW2528
 GW2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2528!SPC VA S     -   0.99996321  x   0.99994973  =   0.99991295
 GW2528!UTM  17      -   0.99996321  x   0.99992959  =   0.99989281
 GW2528
 GW2528:                Primary Azimuth Mark                     Grid Az
 GW2528:SPC VA S     -  AMHERST 328                              144 18 59.3
 GW2528:UTM  17      -  AMHERST 328                              142 47 40.4
 GW2528
 GW2528|---------------------------------------------------------------------|
 GW2528| PID    Reference Object                     Distance      Geod. Az  |
 GW2528|                                                           dddmmss.s |
 GW2528| GW2529 AMHERST 328                         APPROX. 1.7 KM 1435522.2 |
 GW2528|---------------------------------------------------------------------|
 GW2528
 GW2528                          SUPERSEDED SURVEY CONTROL
 GW2528
 GW2528  ELLIP H (11/14/94)  234.49   (m)                       GP(       ) 4 2
 GW2528  NAD 83(1986)-  37 32 11.07429(N)    079 08 54.81719(W) AD(       ) 1
 GW2528  NGVD 29 (07/01/93)  266.6    (m)          875.     (f) GPS OBS        
 GW2528
 GW2528.Superseded values are not recommended for survey control.
 GW2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2528.See file dsdata.txt to determine how the superseded data were derived.
 GW2528
 GW2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6357755991(NAD 83)
 GW2528_MARKER: DD = SURVEY DISK
 GW2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2528_SP_SET: CONCRETE POST
 GW2528_STAMPING: 327
 GW2528_MARK LOGO: VA-009
 GW2528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2528+STABILITY: SURFACE MOTION
 GW2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2528+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2528
 GW2528  HISTORY     - Date     Condition        Report By
 GW2528  HISTORY     - 1992     MONUMENTED       MSI
 GW2528
 GW2528                          STATION DESCRIPTION
 GW2528
 GW2528'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2528'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.9
 GW2528'MI (4.7 KM) NORTHEAST OF THE TOWN ELON.
 GW2528'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652,
 GW2528'PROCEED 2.9 MI (4.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2528'S.R. 657.  TURN LEFT ONTO S.R. 657 AND TRAVEL NORTHEAST 0.4 MI
 GW2528'(0.6 KM) TO THE INTERSECTION WITH S.R. 636.  TURN LEFT ONTO S.R. 636
 GW2528'AND PROCEED 0.5 MI (0.8 KM) NORTH TO THE INTERSECTION WITH S.R. 720
 GW2528'AND THE STATION ON THE RIGHT, IN THE NORTHEASTERN CORNER OF THE
 GW2528'INTERSECTION.
 GW2528'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2528'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2528'STAMPED, 327.  THE DISK IS LOCATED 26.0 FT (7.9 M) NORTH OF THE
 GW2528'CENTERLINE OF S.R. 720, 52.0 FT (15.8 M) WEST OF POWER POLE 1113-29,
 GW2528'79.0 FT (24.1 M) SOUTHEAST OF POWER POLE 113-155-63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2529 ***********************************************************************
 GW2529  DESIGNATION -  AMHERST 328
 GW2529  PID         -  GW2529
 GW2529  STATE/COUNTY-  VA/AMHERST
 GW2529  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2529
 GW2529                         *CURRENT SURVEY CONTROL
 GW2529  ___________________________________________________________________
 GW2529* NAD 83(1993)-  37 31 27.61519(N)    079 08 15.05483(W)     ADJUSTED  
 GW2529* NAVD 88     -       221.6    (meters)     727.     (feet)  VERTCON   
 GW2529  ___________________________________________________________________
 GW2529  X           -     954,494.775 (meters)                     COMP
 GW2529  Y           -  -4,974,158.909 (meters)                     COMP
 GW2529  Z           -   3,863,822.262 (meters)                     COMP
 GW2529  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GW2529  ELLIP HEIGHT-         189.69  (meters)          (05/17/02) GPS OBS
 GW2529  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW2529
 GW2529  HORZ ORDER  -  FIRST
 GW2529  ELLP ORDER  -  FOURTH    CLASS II
 GW2529
 GW2529.The horizontal coordinates were established by GPS observations
 GW2529.and adjusted by the National Geodetic Survey in November 1994..
 GW2529
 GW2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2529
 GW2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2529
 GW2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2529
 GW2529.The ellipsoidal height was determined by GPS observations
 GW2529.and is referenced to NAD 83.
 GW2529
 GW2529.The geoid height was determined by GEOID03.
 GW2529
 GW2529;                    North         East     Units Scale Factor Converg.
 GW2529;SPC VA S     - 1,132,362.527 3,443,649.029   MT  0.99994914   -0 23 12.9
 GW2529;SPC VA S     - 3,715,092.72 11,298,038.52   sFT  0.99994914   -0 23 12.9
 GW2529;UTM  17      - 4,154,671.052   664,579.272   MT  0.99993365   +1 08 04.9
 GW2529
 GW2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2529!SPC VA S     -   0.99997023  x   0.99994914  =   0.99991938
 GW2529!UTM  17      -   0.99997023  x   0.99993365  =   0.99990389
 GW2529
 GW2529:                Primary Azimuth Mark                     Grid Az
 GW2529:SPC VA S     -  AMHERST 327                              324 18 59.3
 GW2529:UTM  17      -  AMHERST 327                              322 47 41.5
 GW2529
 GW2529|---------------------------------------------------------------------|
 GW2529| PID    Reference Object                     Distance      Geod. Az  |
 GW2529|                                                           dddmmss.s |
 GW2529| GW2528 AMHERST 327                         APPROX. 1.7 KM 3235546.4 |
 GW2529|---------------------------------------------------------------------|
 GW2529
 GW2529                          SUPERSEDED SURVEY CONTROL
 GW2529
 GW2529  ELLIP H (09/08/95)  189.74   (m)                       GP(       ) 4 2
 GW2529  ELLIP H (11/14/94)  189.75   (m)                       GP(       ) 4 2
 GW2529  NAD 83(1986)-  37 31 27.62021(N)    079 08 15.06687(W) AD(       ) 1
 GW2529  NGVD 29 (07/01/93)  221.8    (m)          728.     (f) GPS OBS        
 GW2529
 GW2529.Superseded values are not recommended for survey control.
 GW2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2529.See file dsdata.txt to determine how the superseded data were derived.
 GW2529
 GW2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6457954671(NAD 83)
 GW2529_MARKER: DD = SURVEY DISK
 GW2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2529_SP_SET: CONCRETE POST
 GW2529_STAMPING: 328
 GW2529_MARK LOGO: VA-009
 GW2529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2529+STABILITY: SURFACE MOTION
 GW2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2529+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2529
 GW2529  HISTORY     - Date     Condition        Report By
 GW2529  HISTORY     - 1992     MONUMENTED       MSI
 GW2529
 GW2529                          STATION DESCRIPTION
 GW2529
 GW2529'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2529'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.2
 GW2529'MI (5.1 KM) EAST OF THE TOWN ELON.
 GW2529'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652,
 GW2529'PROCEED 2.9 MI (4.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2529'S.R. 657.  TURN LEFT ONTO S.R. 657 AND TRAVEL NORTHEAST 0.4 MI
 GW2529'(0.6 KM) TO THE INTERSECTION WITH S.R. 636.  TURN RIGHT ONTO S.R. 636
 GW2529'AND PROCEED 0.4 MI (0.6 KM) SOUTHEAST TO THE STATION ON THE LEFT.
 GW2529'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2529'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2529'STAMPED, 328.  THE DISK IS LOCATED 19.0 FT (5.8 M) NORTH OF THE
 GW2529'CENTERLINE OF S.R. 636, 115 FT (35.1 M) NORTHEAST OF POWER POLE
 GW2529'NUMBER 1113-80, AND 166 FT (50.6 M) EAST OF THE NORTHEASTERNMOST
 GW2529'CORNER OF THE BRIDGE OVER FALLING ROCK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2530 ***********************************************************************
 GW2530  DESIGNATION -  AMHERST 329
 GW2530  PID         -  GW2530
 GW2530  STATE/COUNTY-  VA/AMHERST
 GW2530  USGS QUAD   -  AMHERST (1978)
 GW2530
 GW2530                         *CURRENT SURVEY CONTROL
 GW2530  ___________________________________________________________________
 GW2530* NAD 83(1993)-  37 31 28.07687(N)    079 06 48.77148(W)     ADJUSTED  
 GW2530* NAVD 88     -       239.4    (meters)     785.     (feet)  VERTCON   
 GW2530  ___________________________________________________________________
 GW2530  X           -     956,576.482 (meters)                     COMP
 GW2530  Y           -  -4,973,764.568 (meters)                     COMP
 GW2530  Z           -   3,863,844.411 (meters)                     COMP
 GW2530  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GW2530  ELLIP HEIGHT-         207.52  (meters)          (05/17/02) GPS OBS
 GW2530  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2530
 GW2530  HORZ ORDER  -  FIRST
 GW2530  ELLP ORDER  -  FOURTH    CLASS II
 GW2530
 GW2530.The horizontal coordinates were established by GPS observations
 GW2530.and adjusted by the National Geodetic Survey in November 1994..
 GW2530
 GW2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2530
 GW2530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2530
 GW2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2530
 GW2530.The ellipsoidal height was determined by GPS observations
 GW2530.and is referenced to NAD 83.
 GW2530
 GW2530.The geoid height was determined by GEOID03.
 GW2530
 GW2530;                    North         East     Units Scale Factor Converg.
 GW2530;SPC VA S     - 1,132,362.721 3,445,767.624   MT  0.99994914   -0 22 20.6
 GW2530;SPC VA S     - 3,715,093.36 11,304,989.28   sFT  0.99994914   -0 22 20.6
 GW2530;UTM  17      - 4,154,727.505   666,697.092   MT  0.99994229   +1 08 57.5
 GW2530
 GW2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2530!SPC VA S     -   0.99996744  x   0.99994914  =   0.99991658
 GW2530!UTM  17      -   0.99996744  x   0.99994229  =   0.99990973
 GW2530
 GW2530                          SUPERSEDED SURVEY CONTROL
 GW2530
 GW2530  ELLIP H (09/08/95)  207.56   (m)                       GP(       ) 4 2
 GW2530  ELLIP H (11/14/94)  207.58   (m)                       GP(       ) 4 2
 GW2530  NAD 83(1986)-  37 31 28.08188(N)    079 06 48.78360(W) AD(       ) 1
 GW2530  NGVD 29 (07/01/93)  239.6    (m)          786.     (f) GPS OBS        
 GW2530
 GW2530.Superseded values are not recommended for survey control.
 GW2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2530.See file dsdata.txt to determine how the superseded data were derived.
 GW2530
 GW2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6669754728(NAD 83)
 GW2530_MARKER: DD = SURVEY DISK
 GW2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2530_SP_SET: CONCRETE POST
 GW2530_STAMPING: 329
 GW2530_MARK LOGO: VA-009
 GW2530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2530+STABILITY: SURFACE MOTION
 GW2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2530+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2530
 GW2530  HISTORY     - Date     Condition        Report By
 GW2530  HISTORY     - 1992     MONUMENTED       MSI
 GW2530
 GW2530                          STATION DESCRIPTION
 GW2530
 GW2530'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2530'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2530'MI (2.4 KM) NORTHEAST OF THE TOWN MONROE.
 GW2530'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29
 GW2530'BUSINESS, PROCEED SOUTH 5.5 MI (8.9 KM) ALONG U.S. 29 BUSINESS TO THE
 GW2530'STATION ON THE LEFT IN THE MEDIAN, JUST NORTH OF AN EAST-WEST
 GW2530'CROSSOVER.
 GW2530'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2530'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2530'STAMPED, 329.  THE DISK IS LOCATED 1.8 FT (0.5 M) FROM A WITNESS
 GW2530'POST, 22.0 FT (6.7 M) NORTHEAST OF THE NORTHERN EDGE OF THE EAST-WEST
 GW2530'CROSSOVER, 30.5 FT (9.3 M) NORTHWEST OF THE CENTERLINE OF THE
 GW2530'NORTHBOUND LANES OF U.S. 29, AND 35.0 FT (10.7 M) SOUTHWEST THE
 GW2530'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2531 ***********************************************************************
 GW2531  DESIGNATION -  AMHERST 330
 GW2531  PID         -  GW2531
 GW2531  STATE/COUNTY-  VA/AMHERST
 GW2531  USGS QUAD   -  AMHERST (1978)
 GW2531
 GW2531                         *CURRENT SURVEY CONTROL
 GW2531  ___________________________________________________________________
 GW2531* NAD 83(1993)-  37 31 14.15176(N)    079 04 56.79556(W)     ADJUSTED  
 GW2531* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 GW2531  ___________________________________________________________________
 GW2531  X           -     959,332.570 (meters)                     COMP
 GW2531  Y           -  -4,973,535.370 (meters)                     COMP
 GW2531  Z           -   3,863,530.561 (meters)                     COMP
 GW2531  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 GW2531  ELLIP HEIGHT-         251.28  (meters)          (05/17/02) GPS OBS
 GW2531  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW2531
 GW2531  HORZ ORDER  -  FIRST
 GW2531  ELLP ORDER  -  FOURTH    CLASS II
 GW2531
 GW2531.The horizontal coordinates were established by GPS observations
 GW2531.and adjusted by the National Geodetic Survey in November 1994..
 GW2531
 GW2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2531
 GW2531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2531
 GW2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2531
 GW2531.The ellipsoidal height was determined by GPS observations
 GW2531.and is referenced to NAD 83.
 GW2531
 GW2531.The geoid height was determined by GEOID03.
 GW2531
 GW2531;                    North         East     Units Scale Factor Converg.
 GW2531;SPC VA S     - 1,131,916.027 3,448,514.306   MT  0.99994896   -0 21 12.6
 GW2531;SPC VA S     - 3,713,627.83 11,314,000.69   sFT  0.99994896   -0 21 12.6
 GW2531;UTM  17      - 4,154,353.906   669,454.664   MT  0.99995371   +1 10 05.4
 GW2531
 GW2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2531!SPC VA S     -   0.99996057  x   0.99994896  =   0.99990953
 GW2531!UTM  17      -   0.99996057  x   0.99995371  =   0.99991428
 GW2531
 GW2531                          SUPERSEDED SURVEY CONTROL
 GW2531
 GW2531  ELLIP H (11/14/94)  251.34   (m)                       GP(       ) 4 2
 GW2531  NAD 83(1986)-  37 31 14.15685(N)    079 04 56.80760(W) AD(       ) 1
 GW2531  NGVD 29 (07/01/93)  283.3    (m)          929.     (f) GPS OBS        
 GW2531
 GW2531.Superseded values are not recommended for survey control.
 GW2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2531.See file dsdata.txt to determine how the superseded data were derived.
 GW2531
 GW2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6945554354(NAD 83)
 GW2531_MARKER: DD = SURVEY DISK
 GW2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2531_SP_SET: CONCRETE POST
 GW2531_STAMPING: 330
 GW2531_MARK LOGO: VA-009
 GW2531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2531+STABILITY: SURFACE MOTION
 GW2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2531+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2531
 GW2531  HISTORY     - Date     Condition        Report By
 GW2531  HISTORY     - 1992     MONUMENTED       MSI
 GW2531
 GW2531                          STATION DESCRIPTION
 GW2531
 GW2531'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2531'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2531'MI (3.9 KM) NORTHEAST OF THE TOWN MONROE.
 GW2531'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29
 GW2531'BUSINESS, PROCEED SOUTH 5.5 MI (8.9 KM) ALONG U.S. 29 BUSINESS TO THE
 GW2531'INTERSECTION WITH S.R. 663.  TURN LEFT ONTO S.R. 663 AND TRAVEL 1.2
 GW2531'MI (1.9 KM) SOUTHEAST TO THE INTERSECTION WITH S.R. 604 AND THE
 GW2531'STATION ON THE LEFT IN THE SOUTHEASTERN CORNER OF THE INTERSECTION.
 GW2531'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2531'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2531'STAMPED, 330.  THE DISK IS LOCATED 17.0 FT (5.2 M) NORTHEAST OF THE
 GW2531'SOUTHERN END A CULVERT CROSSING S.R. 604, 47.0 NORTHEAST OF THE
 GW2531'CENTERLINE OF S.R. 663, AND 114.0 FT (34.7 M) SOUTH OF THE SOUTHERN
 GW2531'CORNER OF THE COOLWELL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2532 ***********************************************************************
 GW2532  DESIGNATION -  AMHERST 331
 GW2532  PID         -  GW2532
 GW2532  STATE/COUNTY-  VA/AMHERST
 GW2532  USGS QUAD   -  AMHERST (1978)
 GW2532
 GW2532                         *CURRENT SURVEY CONTROL
 GW2532  ___________________________________________________________________
 GW2532* NAD 83(1993)-  37 30 17.31566(N)    079 04 17.78147(W)     ADJUSTED  
 GW2532* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 GW2532  ___________________________________________________________________
 GW2532  X           -     960,472.871 (meters)                     COMP
 GW2532  Y           -  -4,974,387.553 (meters)                     COMP
 GW2532  Z           -   3,862,129.671 (meters)                     COMP
 GW2532  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GW2532  ELLIP HEIGHT-         233.34  (meters)          (05/17/02) GPS OBS
 GW2532  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2532
 GW2532  HORZ ORDER  -  FIRST
 GW2532  ELLP ORDER  -  FOURTH    CLASS II
 GW2532
 GW2532.The horizontal coordinates were established by GPS observations
 GW2532.and adjusted by the National Geodetic Survey in November 1994..
 GW2532
 GW2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2532
 GW2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2532
 GW2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2532
 GW2532.The ellipsoidal height was determined by GPS observations
 GW2532.and is referenced to NAD 83.
 GW2532
 GW2532.The geoid height was determined by GEOID03.
 GW2532
 GW2532;                    North         East     Units Scale Factor Converg.
 GW2532;SPC VA S     - 1,130,158.048 3,449,461.655   MT  0.99994826   -0 20 48.9
 GW2532;SPC VA S     - 3,707,860.20 11,317,108.78   sFT  0.99994826   -0 20 48.9
 GW2532;UTM  17      - 4,152,621.688   670,448.363   MT  0.99995787   +1 10 27.6
 GW2532
 GW2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2532!SPC VA S     -   0.99996338  x   0.99994826  =   0.99991165
 GW2532!UTM  17      -   0.99996338  x   0.99995787  =   0.99992126
 GW2532
 GW2532                          SUPERSEDED SURVEY CONTROL
 GW2532
 GW2532  ELLIP H (11/14/94)  233.40   (m)                       GP(       ) 4 2
 GW2532  NAD 83(1986)-  37 30 17.32077(N)    079 04 17.79354(W) AD(       ) 1
 GW2532  NGVD 29 (07/01/93)  265.3    (m)          870.     (f) GPS OBS        
 GW2532
 GW2532.Superseded values are not recommended for survey control.
 GW2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2532.See file dsdata.txt to determine how the superseded data were derived.
 GW2532
 GW2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7044852622(NAD 83)
 GW2532_MARKER: DD = SURVEY DISK
 GW2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2532_SP_SET: CONCRETE POST
 GW2532_STAMPING: 331
 GW2532_MARK LOGO: VA-009
 GW2532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2532+STABILITY: SURFACE MOTION
 GW2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2532+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2532
 GW2532  HISTORY     - Date     Condition        Report By
 GW2532  HISTORY     - 1992     MONUMENTED       MSI
 GW2532
 GW2532                          STATION DESCRIPTION
 GW2532
 GW2532'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2532'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.7
 GW2532'MI (4.3 KM) EAST OF THE TOWN MONROE.
 GW2532'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29
 GW2532'BUSINESS, PROCEED SOUTH 4.6 MI (7.4 KM) ALONG U.S. 29 BUSINESS TO THE
 GW2532'INTERSECTION WITH S.R. 663.  TURN LEFT ONTO S.R. 663 AND TRAVEL 1.2
 GW2532'MI (1.9 KM) SOUTHEAST TO THE INTERSECTION WITH S.R. 604. TURN RIGHT
 GW2532'ONTO S.R 604 AND PROCEED SOUTH 0.6 MI. (1.0 KM) TO THE INTERSECTION
 GW2532'WITH S.R. 663. TURN LEFT ONTO S.R. 663 AND TRAVEL EAST 0.9 MI
 GW2532'(1.4 KM) TO THE STATION ON THE LEFT.
 GW2532'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2532'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2532'STAMPED, 331.  THE DISK IS LOCATED 1.4 FT (0.4 M) FROM A WITNESS
 GW2532'POST, 2.0 FT (0.6 M) SOUTHWEST OF A FENCELINE, 23.0 FT (7.0 M)
 GW2532'NORTHEAST OF THE CENTERLINE OF S.R. 663, AND 100.0 FT (30.5 M)
 GW2532'NORTHWEST OF POWER POLE STR 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2533 ***********************************************************************
 GW2533  DESIGNATION -  AMHERST 332
 GW2533  PID         -  GW2533
 GW2533  STATE/COUNTY-  VA/AMHERST
 GW2533  USGS QUAD   -  AMHERST (1978)
 GW2533
 GW2533                         *CURRENT SURVEY CONTROL
 GW2533  ___________________________________________________________________
 GW2533* NAD 83(1993)-  37 31 01.58156(N)    079 01 52.16087(W)     ADJUSTED  
 GW2533* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 GW2533  ___________________________________________________________________
 GW2533  X           -     963,822.470 (meters)                     COMP
 GW2533  Y           -  -4,972,872.272 (meters)                     COMP
 GW2533  Z           -   3,863,196.511 (meters)                     COMP
 GW2533  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 GW2533  ELLIP HEIGHT-         207.50  (meters)          (05/17/02) GPS OBS
 GW2533  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2533
 GW2533  HORZ ORDER  -  FIRST
 GW2533  ELLP ORDER  -  FOURTH    CLASS II
 GW2533
 GW2533.The horizontal coordinates were established by GPS observations
 GW2533.and adjusted by the National Geodetic Survey in November 1994..
 GW2533
 GW2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2533
 GW2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2533
 GW2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2533
 GW2533.The ellipsoidal height was determined by GPS observations
 GW2533.and is referenced to NAD 83.
 GW2533
 GW2533.The geoid height was determined by GEOID03.
 GW2533
 GW2533;                    North         East     Units Scale Factor Converg.
 GW2533;SPC VA S     - 1,131,501.776 3,453,045.681   MT  0.99994880   -0 19 20.5
 GW2533;SPC VA S     - 3,712,268.74 11,328,867.37   sFT  0.99994880   -0 19 20.5
 GW2533;UTM  17      - 4,154,060.129   673,995.507   MT  0.99997292   +1 11 57.6
 GW2533
 GW2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2533!SPC VA S     -   0.99996744  x   0.99994880  =   0.99991624
 GW2533!UTM  17      -   0.99996744  x   0.99997292  =   0.99994036
 GW2533
 GW2533                          SUPERSEDED SURVEY CONTROL
 GW2533
 GW2533  ELLIP H (11/14/94)  207.56   (m)                       GP(       ) 4 2
 GW2533  NAD 83(1986)-  37 31 01.58665(N)    079 01 52.17274(W) AD(       ) 1
 GW2533  NGVD 29 (07/01/93)  239.5    (m)          786.     (f) GPS OBS        
 GW2533
 GW2533.Superseded values are not recommended for survey control.
 GW2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2533.See file dsdata.txt to determine how the superseded data were derived.
 GW2533
 GW2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7399654060(NAD 83)
 GW2533_MARKER: DD = SURVEY DISK
 GW2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2533_SP_SET: CONCRETE POST
 GW2533_STAMPING: 332
 GW2533_MARK LOGO: VA-009
 GW2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2533+STABILITY: SURFACE MOTION
 GW2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2533+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2533
 GW2533  HISTORY     - Date     Condition        Report By
 GW2533  HISTORY     - 1992     MONUMENTED       MSI
 GW2533
 GW2533                          STATION DESCRIPTION
 GW2533
 GW2533'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2533'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.5
 GW2533'MI (7.2 KM) SOUTH OF THE TOWN MONROE.
 GW2533'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29
 GW2533'BUSINESS, PROCEED SOUTH 2.3 MI (3.7 KM) ALONG U.S. 29 BUSINESS TO THE
 GW2533'INTERSECTION WITH S.R. 624.  TURN LEFT ONTO S.R. 624 AND TRAVEL 3.6
 GW2533'MI (5.8 KM) SOUTHEAST TO THE STATION ON THE RIGHT.
 GW2533'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2533'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2533'STAMPED, 332.  THE DISK IS LOCATED IN A PASTURE 4.0 FT (1.2 M)
 GW2533'NORTHWEST OF A WELL, 106.8 FT (32.6 M) NORTH OF A POWER POLE, AND 154
 GW2533'FT (46.9 M) NORTHEAST OF POWER POLE 140-36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2534 ***********************************************************************
 GW2534  DESIGNATION -  AMHERST 333
 GW2534  PID         -  GW2534
 GW2534  STATE/COUNTY-  VA/AMHERST
 GW2534  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2534
 GW2534                         *CURRENT SURVEY CONTROL
 GW2534  ___________________________________________________________________
 GW2534* NAD 83(1993)-  37 30 42.44869(N)    078 59 56.21618(W)     ADJUSTED  
 GW2534* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 GW2534  ___________________________________________________________________
 GW2534  X           -     966,688.355 (meters)                     COMP
 GW2534  Y           -  -4,972,693.432 (meters)                     COMP
 GW2534  Z           -   3,862,737.306 (meters)                     COMP
 GW2534  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GW2534  ELLIP HEIGHT-         221.77  (meters)          (05/17/02) GPS OBS
 GW2534  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW2534
 GW2534  HORZ ORDER  -  FIRST
 GW2534  ELLP ORDER  -  FOURTH    CLASS II
 GW2534
 GW2534.The horizontal coordinates were established by GPS observations
 GW2534.and adjusted by the National Geodetic Survey in November 1994..
 GW2534
 GW2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2534
 GW2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2534
 GW2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2534
 GW2534.The ellipsoidal height was determined by GPS observations
 GW2534.and is referenced to NAD 83.
 GW2534
 GW2534.The geoid height was determined by GEOID03.
 GW2534
 GW2534;                    North         East     Units Scale Factor Converg.
 GW2534;SPC VA S     - 1,130,896.418 3,455,889.632   MT  0.99994856   -0 18 10.2
 GW2534;SPC VA S     - 3,710,282.66 11,338,197.90   sFT  0.99994856   -0 18 10.2
 GW2534;UTM  17      - 4,153,530.489   676,854.617   MT  0.99998528   +1 13 07.7
 GW2534
 GW2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2534!SPC VA S     -   0.99996520  x   0.99994856  =   0.99991376
 GW2534!UTM  17      -   0.99996520  x   0.99998528  =   0.99995048
 GW2534
 GW2534                          SUPERSEDED SURVEY CONTROL
 GW2534
 GW2534  ELLIP H (09/08/95)  221.79   (m)                       GP(       ) 4 2
 GW2534  ELLIP H (11/14/94)  221.83   (m)                       GP(       ) 4 2
 GW2534  NAD 83(1986)-  37 30 42.45387(N)    078 59 56.22809(W) AD(       ) 1
 GW2534  NGVD 29 (07/01/93)  253.7    (m)          832.     (f) GPS OBS        
 GW2534
 GW2534.Superseded values are not recommended for survey control.
 GW2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2534.See file dsdata.txt to determine how the superseded data were derived.
 GW2534
 GW2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7685553530(NAD 83)
 GW2534_MARKER: DD = SURVEY DISK
 GW2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2534_SP_SET: CONCRETE POST
 GW2534_STAMPING: 333
 GW2534_MARK LOGO: VA-009
 GW2534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2534+STABILITY: SURFACE MOTION
 GW2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2534+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2534
 GW2534  HISTORY     - Date     Condition        Report By
 GW2534  HISTORY     - 1992     MONUMENTED       MSI
 GW2534
 GW2534                          STATION DESCRIPTION
 GW2534
 GW2534'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2534'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.5
 GW2534'MI (8.9 KM) SOUTHEAST OF THE TOWN OF AMHERST.
 GW2534'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29
 GW2534'BYPASS, PROCEED SOUTHWEST 2.3 MI (3.7 KM) ALONG U.S. 29 BUSINESS TO
 GW2534'THE INTERSECTION WITH S.R. 624.  TURN LEFT ONTO S.R. 624 AND TRAVEL
 GW2534'5.9 MI (9.5 KM) SOUTHEAST TO THE STATION ON THE LEFT.
 GW2534'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2534'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2534'STAMPED, 333.  THE DISK IS LOCATED 3.0 FT (0.9 M) SOUTHWEST OF A
 GW2534'WITNESS POST, 15.5 FT (4.7 M) NORTHEAST OF THE CENTERLINE OF S.R.
 GW2534'624, AND 18.0 FT (5.5 M) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2535 ***********************************************************************
 GW2535  DESIGNATION -  AMHERST 334
 GW2535  PID         -  GW2535
 GW2535  STATE/COUNTY-  VA/AMHERST
 GW2535  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2535
 GW2535                         *CURRENT SURVEY CONTROL
 GW2535  ___________________________________________________________________
 GW2535* NAD 83(1993)-  37 35 28.67033(N)    079 08 23.98300(W)     ADJUSTED  
 GW2535* NAVD 88     -       291.2    (meters)     955.     (feet)  VERTCON   
 GW2535  ___________________________________________________________________
 GW2535  X           -     953,436.309 (meters)                     COMP
 GW2535  Y           -  -4,969,805.239 (meters)                     COMP
 GW2535  Z           -   3,869,756.291 (meters)                     COMP
 GW2535  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 GW2535  ELLIP HEIGHT-         259.24  (meters)          (05/17/02) GPS OBS
 GW2535  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2535
 GW2535  HORZ ORDER  -  FIRST
 GW2535  ELLP ORDER  -  FOURTH    CLASS II
 GW2535
 GW2535.The horizontal coordinates were established by GPS observations
 GW2535.and adjusted by the National Geodetic Survey in November 1994..
 GW2535
 GW2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2535
 GW2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2535
 GW2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2535
 GW2535.The ellipsoidal height was determined by GPS observations
 GW2535.and is referenced to NAD 83.
 GW2535
 GW2535.The geoid height was determined by GEOID03.
 GW2535
 GW2535;                    North         East     Units Scale Factor Converg.
 GW2535;SPC VA S     - 1,139,795.213 3,443,480.196   MT  0.99995301   -0 23 18.3
 GW2535;SPC VA S     - 3,739,478.13 11,297,484.61   sFT  0.99995301   -0 23 18.3
 GW2535;UTM  17      - 4,162,096.495   664,213.027   MT  0.99993216   +1 08 05.6
 GW2535
 GW2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2535!SPC VA S     -   0.99995932  x   0.99995301  =   0.99991233
 GW2535!UTM  17      -   0.99995932  x   0.99993216  =   0.99989148
 GW2535
 GW2535                          SUPERSEDED SURVEY CONTROL
 GW2535
 GW2535  ELLIP H (11/14/94)  259.30   (m)                       GP(       ) 4 2
 GW2535  NAD 83(1986)-  37 35 28.67532(N)    079 08 23.99476(W) AD(       ) 1
 GW2535  NGVD 29 (07/01/93)  291.4    (m)          956.     (f) GPS OBS        
 GW2535
 GW2535.Superseded values are not recommended for survey control.
 GW2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2535.See file dsdata.txt to determine how the superseded data were derived.
 GW2535
 GW2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6421362096(NAD 83)
 GW2535_MARKER: DD = SURVEY DISK
 GW2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2535_SP_SET: CONCRETE POST
 GW2535_STAMPING: 334
 GW2535_MARK LOGO: VA-009
 GW2535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2535+STABILITY: SURFACE MOTION
 GW2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2535+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2535
 GW2535  HISTORY     - Date     Condition        Report By
 GW2535  HISTORY     - 1992     MONUMENTED       MSI
 GW2535
 GW2535                          STATION DESCRIPTION
 GW2535
 GW2535'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2535'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.6
 GW2535'MI (9.0 KM) NORTHEAST OF THE TOWN OF ELON.
 GW2535'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 130 AND S.R. 652
 GW2535'PROCEED 2.9 MI (4.7 KM) EAST ALONG S.R. 652 TO THE INTERSECTION WITH
 GW2535'S.R. 657. TURN LEFT ONTO S.R. 657 AND TRAVEL 0.4 MI (0.6 KM)
 GW2535'NORTHEAST TO THE INTERSECTION WITH S.R. 636.  TURN LEFT ONTO S.R. 636
 GW2535'AND PROCEED 4.3 MI (6.9 KM) TO THE INTERSECTION WITH S.R. 643.  TURN
 GW2535'RIGHT ONTO S.R. 643 AND TRAVEL 0.5 MI (0.8 KM) SOUTHEAST TO THE
 GW2535'INTERSECTION WITH S.R. 615. TURN LEFT ONTO S.R. 615 AND PROCEED 1.2
 GW2535'MI (1.9 KM) NORTHEAST TO THE STATION ON THE LEFT.
 GW2535'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2535'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2535'STAMPED, 334.  THE DISK IS LOCATED 14.5 FT (4.4 M) NORTH OF THE
 GW2535'CENTERLINE OF S.R. 615, 90.0 FT (27.4 M) WEST OF THE NORTHERNMOST END
 GW2535'OF A CULVERT, AND 118.5 FT (36.1 M) NORTH OF POWER POLE 1041-46,
 GW2535'SITUATED SOUTH OF S.R. 615.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2536 ***********************************************************************
 GW2536  DESIGNATION -  AMHERST 335
 GW2536  PID         -  GW2536
 GW2536  STATE/COUNTY-  VA/AMHERST
 GW2536  USGS QUAD   -  AMHERST (1978)
 GW2536
 GW2536                         *CURRENT SURVEY CONTROL
 GW2536  ___________________________________________________________________
 GW2536* NAD 83(1993)-  37 34 49.19393(N)    079 07 01.49287(W)     ADJUSTED  
 GW2536* NAVD 88     -       277.7    (meters)     911.     (feet)  VERTCON   
 GW2536  ___________________________________________________________________
 GW2536  X           -     955,561.920 (meters)                     COMP
 GW2536  Y           -  -4,970,142.076 (meters)                     COMP
 GW2536  Z           -   3,868,783.579 (meters)                     COMP
 GW2536  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 GW2536  ELLIP HEIGHT-         245.76  (meters)          (05/17/02) GPS OBS
 GW2536  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2536
 GW2536  HORZ ORDER  -  FIRST
 GW2536  ELLP ORDER  -  FOURTH    CLASS II
 GW2536
 GW2536.The horizontal coordinates were established by GPS observations
 GW2536.and adjusted by the National Geodetic Survey in November 1994..
 GW2536
 GW2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2536
 GW2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2536
 GW2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2536
 GW2536.The ellipsoidal height was determined by GPS observations
 GW2536.and is referenced to NAD 83.
 GW2536
 GW2536.The geoid height was determined by GEOID03.
 GW2536
 GW2536;                    North         East     Units Scale Factor Converg.
 GW2536;SPC VA S     - 1,138,564.759 3,445,495.806   MT  0.99995228   -0 22 28.3
 GW2536;SPC VA S     - 3,735,441.21 11,304,097.49   sFT  0.99995228   -0 22 28.3
 GW2536;UTM  17      - 4,160,920.075   666,260.599   MT  0.99994049   +1 08 55.0
 GW2536
 GW2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2536!SPC VA S     -   0.99996144  x   0.99995228  =   0.99991372
 GW2536!UTM  17      -   0.99996144  x   0.99994049  =   0.99990193
 GW2536
 GW2536                          SUPERSEDED SURVEY CONTROL
 GW2536
 GW2536  ELLIP H (11/14/94)  245.82   (m)                       GP(       ) 4 2
 GW2536  NAD 83(1986)-  37 34 49.19894(N)    079 07 01.50459(W) AD(       ) 1
 GW2536  NGVD 29 (07/01/93)  277.9    (m)          912.     (f) GPS OBS        
 GW2536
 GW2536.Superseded values are not recommended for survey control.
 GW2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2536.See file dsdata.txt to determine how the superseded data were derived.
 GW2536
 GW2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6626160920(NAD 83)
 GW2536_MARKER: DD = SURVEY DISK
 GW2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2536_SP_SET: CONCRETE POST
 GW2536_STAMPING: 335
 GW2536_MARK LOGO: VA-009
 GW2536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2536+STABILITY: SURFACE MOTION
 GW2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2536+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2536
 GW2536  HISTORY     - Date     Condition        Report By
 GW2536  HISTORY     - 1992     MONUMENTED       MSI
 GW2536
 GW2536                          STATION DESCRIPTION
 GW2536
 GW2536'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2536'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.8
 GW2536'MI (6.1 KM) WEST OF THE TOWN OF AMHERST.
 GW2536'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 29
 GW2536'BUSINESS, PROCEED 1.6 MI (2.6 KM) NORTH ON U.S. 29 BUSINESS TO THE
 GW2536'INTERSECTION WITH S.R. 643. TURN LEFT ONTO S.R. 643 AND TRAVEL 3.8 MI
 GW2536'(6.1 KM) NORTHWEST TO THE STATION ON THE LEFT.
 GW2536'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2536'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2536'STAMPED, 335.  THE DISK IS LOCATED 40.0 FT (12.2 M) SOUTH OF THE
 GW2536'CENTERLINE OF S.R. 643, 27.0 FT (8.2 M) EAST OF A GRAVEL DRIVEWAY,
 GW2536'AND 45.0 FT (13.7 M) SOUTHEAST OF THE WESTERNMOST END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2537 ***********************************************************************
 GW2537  DESIGNATION -  AMHERST 336
 GW2537  PID         -  GW2537
 GW2537  STATE/COUNTY-  VA/AMHERST
 GW2537  USGS QUAD   -  AMHERST (1978)
 GW2537
 GW2537                         *CURRENT SURVEY CONTROL
 GW2537  ___________________________________________________________________
 GW2537* NAD 83(1993)-  37 33 44.24068(N)    079 06 22.95166(W)     ADJUSTED  
 GW2537* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 GW2537  ___________________________________________________________________
 GW2537  X           -     956,719.998 (meters)                     COMP
 GW2537  Y           -  -4,971,155.453 (meters)                     COMP
 GW2537  Z           -   3,867,190.805 (meters)                     COMP
 GW2537  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GW2537  ELLIP HEIGHT-         236.69  (meters)          (05/17/02) GPS OBS
 GW2537  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW2537
 GW2537  HORZ ORDER  -  FIRST
 GW2537  ELLP ORDER  -  FOURTH    CLASS II
 GW2537
 GW2537.The horizontal coordinates were established by GPS observations
 GW2537.and adjusted by the National Geodetic Survey in November 1994..
 GW2537
 GW2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2537
 GW2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2537
 GW2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2537
 GW2537.The ellipsoidal height was determined by GPS observations
 GW2537.and is referenced to NAD 83.
 GW2537
 GW2537.The geoid height was determined by GEOID03.
 GW2537
 GW2537;                    North         East     Units Scale Factor Converg.
 GW2537;SPC VA S     - 1,136,556.254 3,446,428.537   MT  0.99995116   -0 22 04.9
 GW2537;SPC VA S     - 3,728,851.64 11,307,157.63   sFT  0.99995116   -0 22 04.9
 GW2537;UTM  17      - 4,158,937.086   667,246.371   MT  0.99994455   +1 09 16.8
 GW2537
 GW2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2537!SPC VA S     -   0.99996286  x   0.99995116  =   0.99991402
 GW2537!UTM  17      -   0.99996286  x   0.99994455  =   0.99990741
 GW2537
 GW2537                          SUPERSEDED SURVEY CONTROL
 GW2537
 GW2537  ELLIP H (11/14/94)  236.75   (m)                       GP(       ) 4 2
 GW2537  NAD 83(1986)-  37 33 44.24568(N)    079 06 22.96340(W) AD(       ) 1
 GW2537  NGVD 29 (07/01/93)  268.8    (m)          882.     (f) GPS OBS        
 GW2537
 GW2537.Superseded values are not recommended for survey control.
 GW2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2537.See file dsdata.txt to determine how the superseded data were derived.
 GW2537
 GW2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6724658937(NAD 83)
 GW2537_MARKER: DD = SURVEY DISK
 GW2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2537_SP_SET: CONCRETE POST
 GW2537_STAMPING: 336
 GW2537_MARK LOGO: VA-009
 GW2537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2537+STABILITY: SURFACE MOTION
 GW2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2537+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2537
 GW2537  HISTORY     - Date     Condition        Report By
 GW2537  HISTORY     - 1992     MONUMENTED       MSI
 GW2537
 GW2537                          STATION DESCRIPTION
 GW2537
 GW2537'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2537'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.2
 GW2537'MI (5.1 KM) WEST OF THE TOWN OF AMHERST.
 GW2537'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 29
 GW2537'BUSINESS, PROCEED 1.6 MI (2.6 KM) NORTH ON U.S. 29 BUSINESS TO THE
 GW2537'INTERSECTION WITH S.R. 643. TURN LEFT ONTO S.R. 643 AND TRAVEL 100 FT
 GW2537'(30.5 M) NORTHWEST TO THE INTERSECTION WITH S.R. 663. TURN LEFT ONTO
 GW2537'S.R. 663 AND PROCEED 2.3 MI (3.7 KM) WEST TO THE INTERSECTION WITH
 GW2537'S.R. 828.  TURN RIGHT ONTO S.R. 828 AND TRAVEL 1.0 MI (1.6 KM) WEST
 GW2537'TO THE STATION ON THE LEFT.
 GW2537'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2537'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2537'STAMPED, 336.  THE DISK IS LOCATED 56.0 FT (17.1 M) SOUTHEAST OF
 GW2537'THE CENTERLINE OF A DIRT ROAD AT THE NORTHERN EDGE OF PAVEMENT, 66.7
 GW2537'FT (20.3 M) NORTHEAST OF THE SOUTHERN END OF A 1.0 FT (0.3 M)
 GW2537'CULVERT, AND 76.0 FT (23.2 M) SOUTHWEST OF THE END OF STATE
 GW2537'MAINTENANCE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2538 ***********************************************************************
 GW2538  DESIGNATION -  AMHERST 337
 GW2538  PID         -  GW2538
 GW2538  STATE/COUNTY-  VA/AMHERST
 GW2538  USGS QUAD   -  AMHERST (1978)
 GW2538
 GW2538                         *CURRENT SURVEY CONTROL
 GW2538  ___________________________________________________________________
 GW2538* NAD 83(1993)-  37 33 46.93547(N)    079 04 25.57567(W)     ADJUSTED  
 GW2538* NAVD 88     -       250.6    (meters)     822.     (feet)  VERTCON   
 GW2538  ___________________________________________________________________
 GW2538  X           -     959,536.402 (meters)                     COMP
 GW2538  Y           -  -4,970,546.503 (meters)                     COMP
 GW2538  Z           -   3,867,245.709 (meters)                     COMP
 GW2538  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 GW2538  ELLIP HEIGHT-         218.72  (meters)          (05/17/02) GPS OBS
 GW2538  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2538
 GW2538  HORZ ORDER  -  FIRST
 GW2538  ELLP ORDER  -  FOURTH    CLASS II
 GW2538
 GW2538.The horizontal coordinates were established by GPS observations
 GW2538.and adjusted by the National Geodetic Survey in November 1994..
 GW2538
 GW2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2538
 GW2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2538
 GW2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2538
 GW2538.The ellipsoidal height was determined by GPS observations
 GW2538.and is referenced to NAD 83.
 GW2538
 GW2538.The geoid height was determined by GEOID03.
 GW2538
 GW2538;                    North         East     Units Scale Factor Converg.
 GW2538;SPC VA S     - 1,136,621.324 3,449,309.511   MT  0.99995121   -0 20 53.6
 GW2538;SPC VA S     - 3,729,065.13 11,316,609.62   sFT  0.99995121   -0 20 53.6
 GW2538;UTM  17      - 4,159,078.692   670,124.596   MT  0.99995651   +1 10 28.5
 GW2538
 GW2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2538!SPC VA S     -   0.99996568  x   0.99995121  =   0.99991689
 GW2538!UTM  17      -   0.99996568  x   0.99995651  =   0.99992219
 GW2538
 GW2538                          SUPERSEDED SURVEY CONTROL
 GW2538
 GW2538  ELLIP H (11/14/94)  218.78   (m)                       GP(       ) 4 2
 GW2538  NAD 83(1986)-  37 33 46.94050(N)    079 04 25.58748(W) AD(       ) 1
 GW2538  NGVD 29 (07/01/93)  250.8    (m)          823.     (f) GPS OBS        
 GW2538
 GW2538.Superseded values are not recommended for survey control.
 GW2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2538.See file dsdata.txt to determine how the superseded data were derived.
 GW2538
 GW2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7012559079(NAD 83)
 GW2538_MARKER: DD = SURVEY DISK
 GW2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2538_SP_SET: CONCRETE POST
 GW2538_STAMPING: 337
 GW2538_MARK LOGO: VA-009
 GW2538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2538+STABILITY: SURFACE MOTION
 GW2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2538+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2538
 GW2538  HISTORY     - Date     Condition        Report By
 GW2538  HISTORY     - 1992     MONUMENTED       MSI
 GW2538
 GW2538                          STATION DESCRIPTION
 GW2538
 GW2538'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2538'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2538'MI (3.1 KM) SOUTHWEST OF THE TOWN OF AMHERST.
 GW2538'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 29
 GW2538'BUSINESS, PROCEED 1.0 MI (1.6 KM) NORTHWEST ON U.S. 29 BUSINESS TO
 GW2538'THE INTERSECTION WITH S.R. 726. TURN LEFT ONTO S.R. 726 AND TRAVEL
 GW2538'1.2 MI (1.9 KM) WEST ONTO A PRIVATE GRAVEL DRIVE TO THE STATION ON
 GW2538'THE LEFT.
 GW2538'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2538'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2538'STAMPED, 337.  THE DISK IS LOCATED 1.9 FT (0.6 M) FROM A WITNESS
 GW2538'POST, 28.3 FT (8.6 M) SOUTHEAST OF POWER POLE NUMBER B78-28, 40.6 FT
 GW2538'(12.4 M) EAST OF THE CENTERLINE OF A PRIVATE GRAVEL ROAD, AND 101.0
 GW2538'FT (30.8 M) SOUTH OF POWER POLE NUMBER 067-71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2539 ***********************************************************************
 GW2539  DESIGNATION -  AMHERST 338
 GW2539  PID         -  GW2539
 GW2539  STATE/COUNTY-  VA/AMHERST
 GW2539  USGS QUAD   -  AMHERST (1978)
 GW2539
 GW2539                         *CURRENT SURVEY CONTROL
 GW2539  ___________________________________________________________________
 GW2539* NAD 83(1993)-  37 33 51.47270(N)    079 03 14.21113(W)     ADJUSTED  
 GW2539* NAVD 88     -       225.0    (meters)     738.     (feet)  VERTCON   
 GW2539  ___________________________________________________________________
 GW2539  X           -     961,236.039 (meters)                     COMP
 GW2539  Y           -  -4,970,110.599 (meters)                     COMP
 GW2539  Z           -   3,867,341.012 (meters)                     COMP
 GW2539  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 GW2539  ELLIP HEIGHT-         193.16  (meters)          (05/17/02) GPS OBS
 GW2539  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GW2539
 GW2539  HORZ ORDER  -  FIRST
 GW2539  ELLP ORDER  -  FOURTH    CLASS II
 GW2539
 GW2539.The horizontal coordinates were established by GPS observations
 GW2539.and adjusted by the National Geodetic Survey in November 1994..
 GW2539
 GW2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2539
 GW2539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2539
 GW2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2539
 GW2539.The ellipsoidal height was determined by GPS observations
 GW2539.and is referenced to NAD 83.
 GW2539
 GW2539.The geoid height was determined by GEOID03.
 GW2539
 GW2539;                    North         East     Units Scale Factor Converg.
 GW2539;SPC VA S     - 1,136,750.738 3,451,061.640   MT  0.99995128   -0 20 10.3
 GW2539;SPC VA S     - 3,729,489.71 11,322,358.06   sFT  0.99995128   -0 20 10.3
 GW2539;UTM  17      - 4,159,254.625   671,872.683   MT  0.99996387   +1 11 12.1
 GW2539
 GW2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2539!SPC VA S     -   0.99996969  x   0.99995128  =   0.99992097
 GW2539!UTM  17      -   0.99996969  x   0.99996387  =   0.99993356
 GW2539
 GW2539                          SUPERSEDED SURVEY CONTROL
 GW2539
 GW2539  ELLIP H (11/14/94)  193.22   (m)                       GP(       ) 4 2
 GW2539  NAD 83(1986)-  37 33 51.47777(N)    079 03 14.22287(W) AD(       ) 1
 GW2539  NGVD 29 (07/01/93)  225.2    (m)          739.     (f) GPS OBS        
 GW2539
 GW2539.Superseded values are not recommended for survey control.
 GW2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2539.See file dsdata.txt to determine how the superseded data were derived.
 GW2539
 GW2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7187359255(NAD 83)
 GW2539_MARKER: DD = SURVEY DISK
 GW2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2539_SP_SET: CONCRETE POST
 GW2539_STAMPING: 338
 GW2539_MARK LOGO: VA-009
 GW2539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2539+STABILITY: SURFACE MOTION
 GW2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2539+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2539
 GW2539  HISTORY     - Date     Condition        Report By
 GW2539  HISTORY     - 1992     MONUMENTED       MSI
 GW2539
 GW2539                          STATION DESCRIPTION
 GW2539
 GW2539'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2539'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.3
 GW2539'MI (2.1 KM) SOUTH OF THE TOWN OF AMHERST.
 GW2539'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 624
 GW2539'PROCEED 0.6 MI (1.0 KM) EAST ON S.R. 624 TO THE INTERSECTION WITH
 GW2539'S.R. 661. TURN LEFT ONTO S.R. 661 AND TRAVEL 1.2 MI (1.9 KM) NORTH TO
 GW2539'THE STATION ON THE RIGHT.
 GW2539'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2539'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2539'STAMPED, 338.  THE DISK IS LOCATED 5.9 FT (1.8 M) SOUTH OF POWER
 GW2539'POLE NUMBER 1067-336, 17.6 FT (5.4 M) NORTH OF THE CENTERLINE OF S.R.
 GW2539'661, AND 143.0 FT (43.6 M) EAST OF POWER POLE NUMBER 1067-477.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2540 ***********************************************************************
 GW2540  DESIGNATION -  AMHERST 339
 GW2540  PID         -  GW2540
 GW2540  STATE/COUNTY-  VA/AMHERST
 GW2540  USGS QUAD   -  AMHERST (1978)
 GW2540
 GW2540                         *CURRENT SURVEY CONTROL
 GW2540  ___________________________________________________________________
 GW2540* NAD 83(1993)-  37 32 57.39532(N)    079 02 03.83634(W)     ADJUSTED  
 GW2540* NAVD 88     -       250.1    (meters)     821.     (feet)  VERTCON   
 GW2540  ___________________________________________________________________
 GW2540  X           -     963,128.820 (meters)                     COMP
 GW2540  Y           -  -4,970,799.610 (meters)                     COMP
 GW2540  Z           -   3,866,034.597 (meters)                     COMP
 GW2540  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 GW2540  ELLIP HEIGHT-         218.27  (meters)          (05/17/02) GPS OBS
 GW2540  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW2540
 GW2540  HORZ ORDER  -  FIRST
 GW2540  ELLP ORDER  -  FOURTH    CLASS II
 GW2540
 GW2540.The horizontal coordinates were established by GPS observations
 GW2540.and adjusted by the National Geodetic Survey in November 1994..
 GW2540
 GW2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2540
 GW2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2540
 GW2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2540
 GW2540.The ellipsoidal height was determined by GPS observations
 GW2540.and is referenced to NAD 83.
 GW2540
 GW2540.The geoid height was determined by GEOID03.
 GW2540
 GW2540;                    North         East     Units Scale Factor Converg.
 GW2540;SPC VA S     - 1,135,073.684 3,452,779.197   MT  0.99995042   -0 19 27.6
 GW2540;SPC VA S     - 3,723,987.58 11,327,993.08   sFT  0.99995042   -0 19 27.6
 GW2540;UTM  17      - 4,157,623.778   673,634.228   MT  0.99997137   +1 11 53.6
 GW2540
 GW2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2540!SPC VA S     -   0.99996575  x   0.99995042  =   0.99991617
 GW2540!UTM  17      -   0.99996575  x   0.99997137  =   0.99993712
 GW2540
 GW2540                          SUPERSEDED SURVEY CONTROL
 GW2540
 GW2540  ELLIP H (11/14/94)  218.33   (m)                       GP(       ) 4 2
 GW2540  NAD 83(1986)-  37 32 57.40043(N)    079 02 03.84797(W) AD(       ) 1
 GW2540  NGVD 29 (07/01/93)  250.3    (m)          821.     (f) GPS OBS        
 GW2540
 GW2540.Superseded values are not recommended for survey control.
 GW2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2540.See file dsdata.txt to determine how the superseded data were derived.
 GW2540
 GW2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7363457624(NAD 83)
 GW2540_MARKER: DD = SURVEY DISK
 GW2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2540_SP_SET: CONCRETE POST
 GW2540_STAMPING: 339
 GW2540_MARK LOGO: VA-009
 GW2540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2540+STABILITY: SURFACE MOTION
 GW2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2540+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2540
 GW2540  HISTORY     - Date     Condition        Report By
 GW2540  HISTORY     - 1992     MONUMENTED       MSI
 GW2540
 GW2540                          STATION DESCRIPTION
 GW2540
 GW2540'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2540'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2540'MI (4.0 KM) SOUTH OF THE TOWN OF AMHERST.
 GW2540'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 624
 GW2540'PROCEED 2.0 MI (3.2 KM) SOUTHEAST ON S.R. 624 TO THE INTERSECTION
 GW2540'WITH S.R. 604. TURN LEFT ONTO S.R. 604 AND TRAVEL 1.3 MI (2.1 KM)
 GW2540'NORTHEAST TO THE STATION ON THE LEFT.
 GW2540'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2540'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2540'STAMPED, 339.  THE DISK IS LOCATED 1.6 FT (0.5 M) EAST OF A WITNESS
 GW2540'POST, 16.5 FT (5.0 M) WEST OF THE CENTERLINE OF S.R. 604, AND 48.2 FT
 GW2540'(14.7 M) SOUTHEAST OF POWER POLE NUMBER C-54-13-9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2541 ***********************************************************************
 GW2541  DESIGNATION -  AMHERST 340
 GW2541  PID         -  GW2541
 GW2541  STATE/COUNTY-  VA/AMHERST
 GW2541  USGS QUAD   -  AMHERST (1978)
 GW2541
 GW2541                         *CURRENT SURVEY CONTROL
 GW2541  ___________________________________________________________________
 GW2541* NAD 83(1993)-  37 33 37.60782(N)    079 00 01.14839(W)     ADJUSTED  
 GW2541* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 GW2541  ___________________________________________________________________
 GW2541  X           -     965,938.101 (meters)                     COMP
 GW2541  Y           -  -4,969,468.455 (meters)                     COMP
 GW2541  Z           -   3,867,005.247 (meters)                     COMP
 GW2541  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 GW2541  ELLIP HEIGHT-         198.22  (meters)          (05/17/02) GPS OBS
 GW2541  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2541
 GW2541  HORZ ORDER  -  FIRST
 GW2541  ELLP ORDER  -  FOURTH    CLASS II
 GW2541
 GW2541.The horizontal coordinates were established by GPS observations
 GW2541.and adjusted by the National Geodetic Survey in November 1994..
 GW2541
 GW2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2541
 GW2541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2541
 GW2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2541
 GW2541.The ellipsoidal height was determined by GPS observations
 GW2541.and is referenced to NAD 83.
 GW2541
 GW2541.The geoid height was determined by GEOID03.
 GW2541
 GW2541;                    North         East     Units Scale Factor Converg.
 GW2541;SPC VA S     - 1,136,296.854 3,455,797.129   MT  0.99995105   -0 18 13.2
 GW2541;SPC VA S     - 3,728,000.60 11,337,894.41   sFT  0.99995105   -0 18 13.2
 GW2541;UTM  17      - 4,158,926.751   676,618.670   MT  0.99998425   +1 13 09.5
 GW2541
 GW2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2541!SPC VA S     -   0.99996890  x   0.99995105  =   0.99991995
 GW2541!UTM  17      -   0.99996890  x   0.99998425  =   0.99995315
 GW2541
 GW2541                          SUPERSEDED SURVEY CONTROL
 GW2541
 GW2541  ELLIP H (11/14/94)  198.28   (m)                       GP(       ) 4 2
 GW2541  NAD 83(1986)-  37 33 37.61300(N)    079 00 01.15966(W) AD(       ) 1
 GW2541  NGVD 29 (07/01/93)  230.2    (m)          755.     (f) GPS OBS        
 GW2541
 GW2541.Superseded values are not recommended for survey control.
 GW2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2541.See file dsdata.txt to determine how the superseded data were derived.
 GW2541
 GW2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7661958927(NAD 83)
 GW2541_MARKER: DD = SURVEY DISK
 GW2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2541_SP_SET: CONCRETE POST
 GW2541_STAMPING: 340
 GW2541_MARK LOGO: VA-009
 GW2541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2541+STABILITY: SURFACE MOTION
 GW2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2541+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2541
 GW2541  HISTORY     - Date     Condition        Report By
 GW2541  HISTORY     - 1992     MONUMENTED       MSI
 GW2541
 GW2541                          STATION DESCRIPTION
 GW2541
 GW2541'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2541'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2541'MI (4.8 KM) SOUTHEAST OF THE TOWN OF AMHERST.
 GW2541'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60
 GW2541'PROCEED 2.9 MI (4.7 KM) EAST ALONG U.S. 60 TO THE INTERSECTION WITH
 GW2541'S.R. 734, AND THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE
 GW2541'INTERSECTION.
 GW2541'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2541'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2541'STAMPED, 340.  THE DISK IS LOCATED 23.0 FT (7.0 M) WEST OF THE
 GW2541'CENTERLINE OF S.R. 734, 33.5 FT (10.2 M) NORTHEAST OF POWER POLE
 GW2541'NUMBER 1092-45, AND 63.1 FT (19.2 M) NORTHWEST OF AN ORANGE AND WHITE
 GW2541'UNDERGROUND FIBER OPTIC CABLE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2542 ***********************************************************************
 GW2542  DESIGNATION -  AMHERST 341
 GW2542  PID         -  GW2542
 GW2542  STATE/COUNTY-  VA/AMHERST
 GW2542  USGS QUAD   -  PINEY RIVER (1984)
 GW2542
 GW2542                         *CURRENT SURVEY CONTROL
 GW2542  ___________________________________________________________________
 GW2542* NAD 83(1993)-  37 38 09.81930(N)    079 05 12.61682(W)     ADJUSTED  
 GW2542* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 GW2542  ___________________________________________________________________
 GW2542  X           -     957,463.994 (meters)                     COMP
 GW2542  Y           -  -4,965,896.159 (meters)                     COMP
 GW2542  Z           -   3,873,656.874 (meters)                     COMP
 GW2542  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 GW2542  ELLIP HEIGHT-         201.65  (meters)          (05/17/02) GPS OBS
 GW2542  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2542
 GW2542  HORZ ORDER  -  FIRST
 GW2542  ELLP ORDER  -  FOURTH    CLASS II
 GW2542
 GW2542.The horizontal coordinates were established by GPS observations
 GW2542.and adjusted by the National Geodetic Survey in November 1994..
 GW2542
 GW2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2542
 GW2542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2542
 GW2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2542
 GW2542.The ellipsoidal height was determined by GPS observations
 GW2542.and is referenced to NAD 83.
 GW2542
 GW2542.The geoid height was determined by GEOID03.
 GW2542
 GW2542;                    North         East     Units Scale Factor Converg.
 GW2542;SPC VA S     - 1,144,732.663 3,448,205.486   MT  0.99995635   -0 21 22.2
 GW2542;SPC VA S     - 3,755,677.08 11,312,987.50   sFT  0.99995635   -0 21 22.2
 GW2542;UTM  17      - 4,167,157.806   668,805.269   MT  0.99995099   +1 10 06.7
 GW2542
 GW2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2542!SPC VA S     -   0.99996836  x   0.99995635  =   0.99992471
 GW2542!UTM  17      -   0.99996836  x   0.99995099  =   0.99991935
 GW2542
 GW2542                          SUPERSEDED SURVEY CONTROL
 GW2542
 GW2542  ELLIP H (11/14/94)  201.71   (m)                       GP(       ) 4 2
 GW2542  NAD 83(1986)-  37 38 09.82427(N)    079 05 12.62828(W) AD(       ) 1
 GW2542  NGVD 29 (07/01/93)  233.8    (m)          767.     (f) GPS OBS        
 GW2542
 GW2542.Superseded values are not recommended for survey control.
 GW2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2542.See file dsdata.txt to determine how the superseded data were derived.
 GW2542
 GW2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6880567158(NAD 83)
 GW2542_MARKER: DD = SURVEY DISK
 GW2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2542_SP_SET: CONCRETE POST
 GW2542_STAMPING: 341
 GW2542_MARK LOGO: VA-009
 GW2542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2542+STABILITY: SURFACE MOTION
 GW2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2542+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2542
 GW2542  HISTORY     - Date     Condition        Report By
 GW2542  HISTORY     - 1992     MONUMENTED       MSI
 GW2542
 GW2542                          STATION DESCRIPTION
 GW2542
 GW2542'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2542'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.4
 GW2542'MI (7.1 KM) NORTHWEST OF THE TOWN OF AMHERST.
 GW2542'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60
 GW2542'PROCEED 2.6 MI (4.2 KM) NORTHWEST ALONG U.S. 60 TO THE INTERSECTION
 GW2542'WITH S.R. 617. TURN RIGHT ONTO S.R. 617, AND TRAVEL 1.7 MI (2.7 KM)
 GW2542'TO THE INTERSECTION WITH S.R. 692.  TURN RIGHT ONTO S.R. 692 AND
 GW2542'PROCEED 0.1 MI (0.2 KM) NORTHEAST TO THE STATION ON THE RIGHT.
 GW2542'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2542'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2542'STAMPED, 341.  THE DISK IS LOCATED 2.0 FT (0.6 M) NORTHWEST OF A
 GW2542'WITNESS POST, 16.5 FT (5.0 M) SOUTHEAST OF THE CENTERLINE OF S.R.
 GW2542'692, AND 30.5 FT (9.3 M) NORTH OF TELEPHONE POLE NUMBER 994-47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2543 ***********************************************************************
 GW2543  DESIGNATION -  AMHERST 342
 GW2543  PID         -  GW2543
 GW2543  STATE/COUNTY-  VA/AMHERST
 GW2543  USGS QUAD   -  AMHERST (1978)
 GW2543
 GW2543                         *CURRENT SURVEY CONTROL
 GW2543  ___________________________________________________________________
 GW2543* NAD 83(1993)-  37 37 04.33813(N)    079 05 01.46636(W)     ADJUSTED  
 GW2543* NAVD 88     -       233.7    (meters)     767.     (feet)  VERTCON   
 GW2543  ___________________________________________________________________
 GW2543  X           -     957,965.876 (meters)                     COMP
 GW2543  Y           -  -4,967,054.741 (meters)                     COMP
 GW2543  Z           -   3,872,057.994 (meters)                     COMP
 GW2543  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GW2543  ELLIP HEIGHT-         201.77  (meters)          (05/17/02) GPS OBS
 GW2543  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2543
 GW2543  HORZ ORDER  -  FIRST
 GW2543  ELLP ORDER  -  FOURTH    CLASS II
 GW2543
 GW2543.The horizontal coordinates were established by GPS observations
 GW2543.and adjusted by the National Geodetic Survey in November 1994..
 GW2543
 GW2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2543
 GW2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2543
 GW2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2543
 GW2543.The ellipsoidal height was determined by GPS observations
 GW2543.and is referenced to NAD 83.
 GW2543
 GW2543.The geoid height was determined by GEOID03.
 GW2543
 GW2543;                    North         East     Units Scale Factor Converg.
 GW2543;SPC VA S     - 1,142,712.286 3,448,466.373   MT  0.99995492   -0 21 15.4
 GW2543;SPC VA S     - 3,749,048.56 11,313,843.43   sFT  0.99995492   -0 21 15.4
 GW2543;UTM  17      - 4,165,145.092   669,119.812   MT  0.99995230   +1 10 11.8
 GW2543
 GW2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2543!SPC VA S     -   0.99996834  x   0.99995492  =   0.99992326
 GW2543!UTM  17      -   0.99996834  x   0.99995230  =   0.99992064
 GW2543
 GW2543                          SUPERSEDED SURVEY CONTROL
 GW2543
 GW2543  ELLIP H (11/14/94)  201.83   (m)                       GP(       ) 4 2
 GW2543  NAD 83(1986)-  37 37 04.34315(N)    079 05 01.47775(W) AD(       ) 1
 GW2543  NGVD 29 (07/01/93)  233.9    (m)          767.     (f) GPS OBS        
 GW2543
 GW2543.Superseded values are not recommended for survey control.
 GW2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2543.See file dsdata.txt to determine how the superseded data were derived.
 GW2543
 GW2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6912065145(NAD 83)
 GW2543_MARKER: DD = SURVEY DISK
 GW2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2543_SP_SET: CONCRETE POST
 GW2543_STAMPING: 342
 GW2543_MARK LOGO: VA-009
 GW2543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2543+STABILITY: SURFACE MOTION
 GW2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2543+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2543
 GW2543  HISTORY     - Date     Condition        Report By
 GW2543  HISTORY     - 1992     MONUMENTED       MSI
 GW2543
 GW2543                          STATION DESCRIPTION
 GW2543
 GW2543'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2543'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.1
 GW2543'MI (5.0 KM) NORTHWEST OF THE TOWN OF AMHERST.
 GW2543'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60
 GW2543'PROCEED 2.6 MI (4.2 KM) NORTHWEST ALONG U.S. 60 TO THE INTERSECTION
 GW2543'WITH S.R. 617. TURN RIGHT ONTO S.R. 617, AND TRAVEL 0.4 MI (0.6 KM)
 GW2543'NORTH TO THE INTERSECTION WITH S.R. 616 AND THE STATION ON THE LEFT
 GW2543'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION.
 GW2543'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2543'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2543'STAMPED, 342.  THE DISK IS LOCATED 15.0 FT (4.6 M) NORTH OF THE
 GW2543'CENTERLINE OF S.R 616, 29.0 FT (8.8 M) SOUTHWEST OF THE CENTERLINE OF
 GW2543'S.R.617, 41.5 FT (12.6 M) NORTHEAST OF THE EASTERNMOST GATEPOST ON
 GW2543'THE SOUTH SIDE OF S.R. 616, AND 111.3 FT (33.9 M) SOUTHEAST OF POWER
 GW2543'POLE NUMBER 10/8-14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2544 ***********************************************************************
 GW2544  DESIGNATION -  AMHERST 343
 GW2544  PID         -  GW2544
 GW2544  STATE/COUNTY-  VA/AMHERST
 GW2544  USGS QUAD   -  AMHERST (1978)
 GW2544
 GW2544                         *CURRENT SURVEY CONTROL
 GW2544  ___________________________________________________________________
 GW2544* NAD 83(1993)-  37 36 12.28396(N)    079 04 13.07592(W)     ADJUSTED  
 GW2544* NAVD 88     -       240.0    (meters)     787.     (feet)  VERTCON   
 GW2544  ___________________________________________________________________
 GW2544  X           -     959,317.785 (meters)                     COMP
 GW2544  Y           -  -4,967,796.406 (meters)                     COMP
 GW2544  Z           -   3,870,790.440 (meters)                     COMP
 GW2544  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 GW2544  ELLIP HEIGHT-         208.01  (meters)          (05/17/02) GPS OBS
 GW2544  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2544
 GW2544  HORZ ORDER  -  FIRST
 GW2544  ELLP ORDER  -  FOURTH    CLASS II
 GW2544
 GW2544.The horizontal coordinates were established by GPS observations
 GW2544.and adjusted by the National Geodetic Survey in November 1994..
 GW2544
 GW2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2544
 GW2544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2544
 GW2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2544
 GW2544.The ellipsoidal height was determined by GPS observations
 GW2544.and is referenced to NAD 83.
 GW2544
 GW2544.The geoid height was determined by GEOID03.
 GW2544
 GW2544;                    North         East     Units Scale Factor Converg.
 GW2544;SPC VA S     - 1,141,100.289 3,449,643.328   MT  0.99995385   -0 20 46.1
 GW2544;SPC VA S     - 3,743,759.86 11,317,704.82   sFT  0.99995385   -0 20 46.1
 GW2544;UTM  17      - 4,163,564.968   670,339.225   MT  0.99995740   +1 10 40.0
 GW2544
 GW2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2544!SPC VA S     -   0.99996736  x   0.99995385  =   0.99992121
 GW2544!UTM  17      -   0.99996736  x   0.99995740  =   0.99992476
 GW2544
 GW2544                          SUPERSEDED SURVEY CONTROL
 GW2544
 GW2544  ELLIP H (11/14/94)  208.07   (m)                       GP(       ) 4 2
 GW2544  NAD 83(1986)-  37 36 12.28903(N)    079 04 13.08720(W) AD(       ) 1
 GW2544  NGVD 29 (07/01/93)  240.2    (m)          788.     (f) GPS OBS        
 GW2544
 GW2544.Superseded values are not recommended for survey control.
 GW2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2544.See file dsdata.txt to determine how the superseded data were derived.
 GW2544
 GW2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7033963565(NAD 83)
 GW2544_MARKER: DD = SURVEY DISK
 GW2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2544_SP_SET: CONCRETE POST
 GW2544_STAMPING: 343
 GW2544_MARK LOGO: VA-009
 GW2544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2544+STABILITY: SURFACE MOTION
 GW2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2544+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2544
 GW2544  HISTORY     - Date     Condition        Report By
 GW2544  HISTORY     - 1992     MONUMENTED       MSI
 GW2544
 GW2544                          STATION DESCRIPTION
 GW2544
 GW2544'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2544'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.7
 GW2544'MI (2.7 KM) NORTHWEST OF THE TOWN OF AMHERST.
 GW2544'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 BUSINESS AND
 GW2544'U.S. 60 PROCEED 1.5 MI (2.4 KM) WEST ALONG U.S. 60 THE STATION ON THE
 GW2544'LEFT, SOUTHEAST OF A GRAVEL DRIVE.
 GW2544'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2544'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2544'STAMPED, 343.  THE DISK IS LOCATED 2.0 FT (0.6 M) FROM A WITNESS
 GW2544'POST, 32.5 FT (9.9 M) SOUTH OF THE CENTERLINE OF U.S. 60, 85.5 FT
 GW2544'(26.1 M) SOUTHEAST OF AN ORANGE AND WHITE CONTEL FIBER-OPTIC CABLE
 GW2544'MARKER, AND 85.5 FT (26.1 M) NORTHWEST OF POWER POLE NUMBER 1043-32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2545 ***********************************************************************
 GW2545  DESIGNATION -  AMHERST 344
 GW2545  PID         -  GW2545
 GW2545  STATE/COUNTY-  VA/AMHERST
 GW2545  USGS QUAD   -  AMHERST (1978)
 GW2545
 GW2545                         *CURRENT SURVEY CONTROL
 GW2545  ___________________________________________________________________
 GW2545* NAD 83(1993)-  37 36 11.93429(N)    079 02 09.85703(W)     ADJUSTED  
 GW2545* NAVD 88     -       218.3    (meters)     716.     (feet)  VERTCON   
 GW2545  ___________________________________________________________________
 GW2545  X           -     962,283.287 (meters)                     COMP
 GW2545  Y           -  -4,967,212.122 (meters)                     COMP
 GW2545  Z           -   3,870,768.737 (meters)                     COMP
 GW2545  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GW2545  ELLIP HEIGHT-         186.44  (meters)          (05/17/02) GPS OBS
 GW2545  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW2545
 GW2545  HORZ ORDER  -  FIRST
 GW2545  ELLP ORDER  -  FOURTH    CLASS II
 GW2545
 GW2545.The horizontal coordinates were established by GPS observations
 GW2545.and adjusted by the National Geodetic Survey in November 1994..
 GW2545
 GW2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2545
 GW2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2545
 GW2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2545
 GW2545.The ellipsoidal height was determined by GPS observations
 GW2545.and is referenced to NAD 83.
 GW2545
 GW2545.The geoid height was determined by GEOID03.
 GW2545
 GW2545;                    North         East     Units Scale Factor Converg.
 GW2545;SPC VA S     - 1,141,071.800 3,452,665.476   MT  0.99995385   -0 19 31.3
 GW2545;SPC VA S     - 3,743,666.40 11,327,619.98   sFT  0.99995385   -0 19 31.3
 GW2545;UTM  17      - 4,163,616.863   673,361.092   MT  0.99997020   +1 11 55.2
 GW2545
 GW2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2545!SPC VA S     -   0.99997074  x   0.99995385  =   0.99992460
 GW2545!UTM  17      -   0.99997074  x   0.99997020  =   0.99994095
 GW2545
 GW2545                          SUPERSEDED SURVEY CONTROL
 GW2545
 GW2545  ELLIP H (11/14/94)  186.50   (m)                       GP(       ) 4 2
 GW2545  NAD 83(1986)-  37 36 11.93946(N)    079 02 09.86821(W) AD(       ) 1
 GW2545  NGVD 29 (07/01/93)  218.6    (m)          717.     (f) GPS OBS        
 GW2545
 GW2545.Superseded values are not recommended for survey control.
 GW2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2545.See file dsdata.txt to determine how the superseded data were derived.
 GW2545
 GW2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7336163617(NAD 83)
 GW2545_MARKER: DD = SURVEY DISK
 GW2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2545_SP_SET: CONCRETE POST
 GW2545_STAMPING: 344
 GW2545_MARK LOGO: VA-009
 GW2545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2545+STABILITY: SURFACE MOTION
 GW2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2545+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2545
 GW2545  HISTORY     - Date     Condition        Report By
 GW2545  HISTORY     - 1992     MONUMENTED       MSI
 GW2545
 GW2545                          STATION DESCRIPTION
 GW2545
 GW2545'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2545'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2545'MI (2.4 KM) NORTH OF THE TOWN OF AMHERST.
 GW2545'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 BUSINESS AND
 GW2545'U.S. 60 PROCEED 1.0 MI (1.6 KM) NORTH ALONG U.S. 29 BUSINESS TO THE
 GW2545'INTERSECTION WITH S.R. 1108 (GRANDVIEW DRIVE).  TURN LEFT ONTO S.R.
 GW2545'1108 AND TRAVEL 0.4 MI (0.6 KM) TO THE INTERSECTION WITH S.R. 1132
 GW2545'AND THE STATION IN THE SOUTHWESTERN CORNER OF THE INTERSECTION.
 GW2545'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2545'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2545'STAMPED, 344.  THE DISK IS LOCATED 41.2 FT (12.6 M) WEST OF THE
 GW2545'CENTERLINE OF THE INTERSECTION OF S.R.1108 AND S.R.1132, 79.8 FT
 GW2545'(24.3 M) SOUTHWEST OF POWER POLE NUMBER 1044-231, AND 110.6 FT
 GW2545'(33.7 M) NORTHWEST OF POWER POLE NUMBER 1044-226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2546 ***********************************************************************
 GW2546  DESIGNATION -  AMHERST 345
 GW2546  PID         -  GW2546
 GW2546  STATE/COUNTY-  VA/AMHERST
 GW2546  USGS QUAD   -  AMHERST (1978)
 GW2546
 GW2546                         *CURRENT SURVEY CONTROL
 GW2546  ___________________________________________________________________
 GW2546* NAD 83(1993)-  37 35 38.60676(N)    079 01 13.64655(W)     ADJUSTED  
 GW2546* NAVD 88     -       211.1    (meters)     693.     (feet)  VERTCON   
 GW2546  ___________________________________________________________________
 GW2546  X           -     963,755.217 (meters)                     COMP
 GW2546  Y           -  -4,967,559.568 (meters)                     COMP
 GW2546  Z           -   3,869,950.250 (meters)                     COMP
 GW2546  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 GW2546  ELLIP HEIGHT-         179.27  (meters)          (05/17/02) GPS OBS
 GW2546  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2546
 GW2546  HORZ ORDER  -  FIRST
 GW2546  ELLP ORDER  -  FOURTH    CLASS II
 GW2546
 GW2546.The horizontal coordinates were established by GPS observations
 GW2546.and adjusted by the National Geodetic Survey in November 1994..
 GW2546
 GW2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2546
 GW2546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2546
 GW2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2546
 GW2546.The ellipsoidal height was determined by GPS observations
 GW2546.and is referenced to NAD 83.
 GW2546
 GW2546.The geoid height was determined by GEOID03.
 GW2546
 GW2546;                    North         East     Units Scale Factor Converg.
 GW2546;SPC VA S     - 1,140,036.652 3,454,038.498   MT  0.99995319   -0 18 57.2
 GW2546;SPC VA S     - 3,740,270.25 11,332,124.64   sFT  0.99995319   -0 18 57.2
 GW2546;UTM  17      - 4,162,618.577   674,761.185   MT  0.99997620   +1 12 28.6
 GW2546
 GW2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2546!SPC VA S     -   0.99997187  x   0.99995319  =   0.99992506
 GW2546!UTM  17      -   0.99997187  x   0.99997620  =   0.99994807
 GW2546
 GW2546                          SUPERSEDED SURVEY CONTROL
 GW2546
 GW2546  ELLIP H (11/14/94)  179.33   (m)                       GP(       ) 4 2
 GW2546  NAD 83(1986)-  37 35 38.61192(N)    079 01 13.65785(W) AD(       ) 1
 GW2546  NGVD 29 (07/01/93)  211.3    (m)          693.     (f) GPS OBS        
 GW2546
 GW2546.Superseded values are not recommended for survey control.
 GW2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2546.See file dsdata.txt to determine how the superseded data were derived.
 GW2546
 GW2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7476162619(NAD 83)
 GW2546_MARKER: DD = SURVEY DISK
 GW2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2546_SP_SET: CONCRETE POST
 GW2546_STAMPING: 345
 GW2546_MARK LOGO: VA-009
 GW2546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2546+STABILITY: SURFACE MOTION
 GW2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2546+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2546
 GW2546  HISTORY     - Date     Condition        Report By
 GW2546  HISTORY     - 1992     MONUMENTED       MSI
 GW2546
 GW2546                          STATION DESCRIPTION
 GW2546
 GW2546'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2546'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.7
 GW2546'MI (2.7 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2546'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 BYPASS AND U.S.
 GW2546'60 PROCEED 1.0 MI (1.6 KM) NORTH ALONG U.S. 29 TO THE INTERSECTION
 GW2546'WITH S.R. 739. TURN RIGHT ONTO S.R. 739 AND TRAVEL 0.6 MI (1.0 KM)
 GW2546'EAST TO THE STATION ON THE LEFT, OPPOSITE A RAIL FENCE.
 GW2546'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2546'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2546'STAMPED, 345.  THE DISK IS LOCATED 14.6 FT (4.5 M) SOUTH OF POWER
 GW2546'POLE NUMBER 1044-31, 30.2 FT (9.2 M) NORTH OF THE CENTERLINE OF S.R.
 GW2546'739, AND 225.0 FT (68.6 M) SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2547 ***********************************************************************
 GW2547  DESIGNATION -  AMHERST 346
 GW2547  PID         -  GW2547
 GW2547  STATE/COUNTY-  VA/AMHERST
 GW2547  USGS QUAD   -  AMHERST (1978)
 GW2547
 GW2547                         *CURRENT SURVEY CONTROL
 GW2547  ___________________________________________________________________
 GW2547* NAD 83(1993)-  37 35 02.32217(N)    079 00 07.36989(W)     ADJUSTED  
 GW2547* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 GW2547  ___________________________________________________________________
 GW2547  X           -     965,480.567 (meters)                     COMP
 GW2547  Y           -  -4,967,914.609 (meters)                     COMP
 GW2547  Z           -   3,869,059.954 (meters)                     COMP
 GW2547  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 GW2547  ELLIP HEIGHT-         172.98  (meters)          (05/17/02) GPS OBS
 GW2547  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2547
 GW2547  HORZ ORDER  -  FIRST
 GW2547  ELLP ORDER  -  FOURTH    CLASS II
 GW2547
 GW2547.The horizontal coordinates were established by GPS observations
 GW2547.and adjusted by the National Geodetic Survey in November 1994..
 GW2547
 GW2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2547
 GW2547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2547
 GW2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2547
 GW2547.The ellipsoidal height was determined by GPS observations
 GW2547.and is referenced to NAD 83.
 GW2547
 GW2547.The geoid height was determined by GEOID03.
 GW2547
 GW2547;                    North         East     Units Scale Factor Converg.
 GW2547;SPC VA S     - 1,138,909.255 3,455,658.334   MT  0.99995252   -0 18 16.9
 GW2547;SPC VA S     - 3,736,571.45 11,337,439.05   sFT  0.99995252   -0 18 16.9
 GW2547;UTM  17      - 4,161,534.622   676,410.471   MT  0.99998334   +1 13 08.1
 GW2547
 GW2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2547!SPC VA S     -   0.99997286  x   0.99995252  =   0.99992538
 GW2547!UTM  17      -   0.99997286  x   0.99998334  =   0.99995620
 GW2547
 GW2547                          SUPERSEDED SURVEY CONTROL
 GW2547
 GW2547  ELLIP H (11/14/94)  173.05   (m)                       GP(       ) 4 2
 GW2547  NAD 83(1986)-  37 35 02.32734(N)    079 00 07.38117(W) AD(       ) 1
 GW2547  NGVD 29 (07/01/93)  205.0    (m)          673.     (f) GPS OBS        
 GW2547
 GW2547.Superseded values are not recommended for survey control.
 GW2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2547.See file dsdata.txt to determine how the superseded data were derived.
 GW2547
 GW2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7641061535(NAD 83)
 GW2547_MARKER: DD = SURVEY DISK
 GW2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2547_SP_SET: CONCRETE POST
 GW2547_STAMPING: 346
 GW2547_MARK LOGO: VA-009
 GW2547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2547+STABILITY: SURFACE MOTION
 GW2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2547+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2547
 GW2547  HISTORY     - Date     Condition        Report By
 GW2547  HISTORY     - 1992     MONUMENTED       MSI
 GW2547
 GW2547                          STATION DESCRIPTION
 GW2547
 GW2547'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2547'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2547'MI (3.9 KM) EAST OF THE TOWN OF AMHERST.
 GW2547'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 BYPASS AND U.S.
 GW2547'60 PROCEED 2.9 MI (4.7 KM) EAST ALONG U.S. 29 TO THE INTERSECTION
 GW2547'WITH S.R. 734. TURN LEFT ONTO S.R. 734 AND TRAVEL 0.3 MI (0.5 KM)
 GW2547'NORTHEAST TO THE INTERSECTION WITH S.R. 712.  TURN LEFT ONTO S.R. 712
 GW2547'AND PROCEED 1.5 MI (2.4 KM) NORTH TO THE STATION ON THE LEFT.
 GW2547'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2547'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2547'STAMPED, 346.  THE DISK IS LOCATED 16.0 FT (4.9 M) WEST OF S.R.
 GW2547'712, 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVE, 49.0
 GW2547'FT (14.9 M) EAST OF POWER POLE NUMBER 1044-149, AND 71.5 FT (21.8 M)
 GW2547'NORTHWEST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2548 ***********************************************************************
 GW2548  DESIGNATION -  AMHERST 347
 GW2548  PID         -  GW2548
 GW2548  STATE/COUNTY-  VA/AMHERST
 GW2548  USGS QUAD   -  PINEY RIVER (1984)
 GW2548
 GW2548                         *CURRENT SURVEY CONTROL
 GW2548  ___________________________________________________________________
 GW2548* NAD 83(1993)-  37 40 23.37236(N)    079 03 27.71966(W)     ADJUSTED  
 GW2548* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 GW2548  ___________________________________________________________________
 GW2548  X           -     959,513.870 (meters)                     COMP
 GW2548  Y           -  -4,962,949.474 (meters)                     COMP
 GW2548  Z           -   3,876,925.193 (meters)                     COMP
 GW2548  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GW2548  ELLIP HEIGHT-         215.31  (meters)          (05/17/02) GPS OBS
 GW2548  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2548
 GW2548  HORZ ORDER  -  FIRST
 GW2548  ELLP ORDER  -  FOURTH    CLASS II
 GW2548
 GW2548.The horizontal coordinates were established by GPS observations
 GW2548.and adjusted by the National Geodetic Survey in November 1994..
 GW2548
 GW2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2548
 GW2548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2548
 GW2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2548
 GW2548.The ellipsoidal height was determined by GPS observations
 GW2548.and is referenced to NAD 83.
 GW2548
 GW2548.The geoid height was determined by GEOID03.
 GW2548
 GW2548;                    North         East     Units Scale Factor Converg.
 GW2548;SPC VA S     - 1,148,834.342 3,450,801.517   MT  0.99995959   -0 20 18.5
 GW2548;SPC VA S     - 3,769,134.00 11,321,504.64   sFT  0.99995959   -0 20 18.5
 GW2548;UTM  17      - 4,171,327.124   671,291.199   MT  0.99996140   +1 11 14.4
 GW2548
 GW2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2548!SPC VA S     -   0.99996621  x   0.99995959  =   0.99992581
 GW2548!UTM  17      -   0.99996621  x   0.99996140  =   0.99992762
 GW2548
 GW2548:                Primary Azimuth Mark                     Grid Az
 GW2548:SPC VA S     -  AMHERST 348                              124 21 12.5
 GW2548:UTM  17      -  AMHERST 348                              122 49 39.6
 GW2548
 GW2548|---------------------------------------------------------------------|
 GW2548| PID    Reference Object                     Distance      Geod. Az  |
 GW2548|                                                           dddmmss.s |
 GW2548| GW2549 AMHERST 348                         APPROX. 1.6 KM 1240054.0 |
 GW2548|---------------------------------------------------------------------|
 GW2548
 GW2548                          SUPERSEDED SURVEY CONTROL
 GW2548
 GW2548  ELLIP H (11/14/94)  215.38   (m)                       GP(       ) 4 2
 GW2548  NAD 83(1986)-  37 40 23.37743(N)    079 03 27.73071(W) AD(       ) 1
 GW2548  NGVD 29 (07/01/93)  247.5    (m)          812.     (f) GPS OBS        
 GW2548
 GW2548.Superseded values are not recommended for survey control.
 GW2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2548.See file dsdata.txt to determine how the superseded data were derived.
 GW2548
 GW2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7129171327(NAD 83)
 GW2548_MARKER: DD = SURVEY DISK
 GW2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2548_SP_SET: CONCRETE POST
 GW2548_STAMPING: 347
 GW2548_MARK LOGO: VA-009
 GW2548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2548+STABILITY: SURFACE MOTION
 GW2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2548+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2548
 GW2548  HISTORY     - Date     Condition        Report By
 GW2548  HISTORY     - 1992     MONUMENTED       MSI
 GW2548
 GW2548                          STATION DESCRIPTION
 GW2548
 GW2548'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2548'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.9
 GW2548'MI (4.7 KM) NORTHWEST OF THE TOWN OF CLIFFORD.
 GW2548'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2548'PROCEED NORTH ALONG S.R. 151 FOR 4.3 MI (6.9 KM) TO THE INTERSECTION
 GW2548'WITH S.R. 665.  TURN LEFT ONTO S.R. 665 AND TRAVEL 1.9 MI (3.1 KM)
 GW2548'WEST TO THE INTERSECTION WITH S.R. 735.  TURN LEFT ONTO S.R. 735 AND
 GW2548'PROCEED 0.8 MI (1.3 KM) SOUTHEAST TO THE INTERSECTION WITH S.R. 619.
 GW2548'TURN RIGHT ONTO S.R. 619 AND TRAVEL 1.0 MI (1.6 KM) SOUTH TO THE
 GW2548'STATION ON THE RIGHT, OPPOSITE A TWO-STOREY HOUSE.
 GW2548'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2548'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2548'STAMPED, 347.  THE DISK IS LOCATED 10.0 FT (3.0 M) SOUTH OF A FENCE
 GW2548'CORNER, 18.8 FT (5.7 M) WEST OF THE CENTERLINE OF S.R. 619, AND 90.5
 GW2548'SOUTHWEST OF THE SOUTHWESTERNMOST CORNER OF A WHITE TWO-STORY HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2549 ***********************************************************************
 GW2549  DESIGNATION -  AMHERST 348
 GW2549  PID         -  GW2549
 GW2549  STATE/COUNTY-  VA/AMHERST
 GW2549  USGS QUAD   -  PINEY RIVER (1984)
 GW2549
 GW2549                         *CURRENT SURVEY CONTROL
 GW2549  ___________________________________________________________________
 GW2549* NAD 83(1993)-  37 39 55.13872(N)    079 02 35.09951(W)     ADJUSTED  
 GW2549* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 GW2549  ___________________________________________________________________
 GW2549  X           -     960,884.808 (meters)                     COMP
 GW2549  Y           -  -4,963,246.229 (meters)                     COMP
 GW2549  Z           -   3,876,251.437 (meters)                     COMP
 GW2549  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GW2549  ELLIP HEIGHT-         240.32  (meters)          (05/17/02) GPS OBS
 GW2549  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2549
 GW2549  HORZ ORDER  -  FIRST
 GW2549  ELLP ORDER  -  FOURTH    CLASS II
 GW2549
 GW2549.The horizontal coordinates were established by GPS observations
 GW2549.and adjusted by the National Geodetic Survey in November 1994..
 GW2549
 GW2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2549
 GW2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2549
 GW2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2549
 GW2549.The ellipsoidal height was determined by GPS observations
 GW2549.and is referenced to NAD 83.
 GW2549
 GW2549.The geoid height was determined by GEOID03.
 GW2549
 GW2549;                    North         East     Units Scale Factor Converg.
 GW2549;SPC VA S     - 1,147,956.413 3,452,085.934   MT  0.99995887   -0 19 46.6
 GW2549;SPC VA S     - 3,766,253.66 11,325,718.60   sFT  0.99995887   -0 19 46.6
 GW2549;UTM  17      - 4,170,483.702   672,598.543   MT  0.99996694   +1 11 45.8
 GW2549
 GW2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2549!SPC VA S     -   0.99996229  x   0.99995887  =   0.99992116
 GW2549!UTM  17      -   0.99996229  x   0.99996694  =   0.99992923
 GW2549
 GW2549:                Primary Azimuth Mark                     Grid Az
 GW2549:SPC VA S     -  AMHERST 347                              304 21 12.7
 GW2549:UTM  17      -  AMHERST 347                              302 49 40.3
 GW2549
 GW2549|---------------------------------------------------------------------|
 GW2549| PID    Reference Object                     Distance      Geod. Az  |
 GW2549|                                                           dddmmss.s |
 GW2549| GW2548 AMHERST 347                         APPROX. 1.6 KM 3040126.1 |
 GW2549|---------------------------------------------------------------------|
 GW2549
 GW2549                          SUPERSEDED SURVEY CONTROL
 GW2549
 GW2549  ELLIP H (11/14/94)  240.39   (m)                       GP(       ) 4 2
 GW2549  NAD 83(1986)-  37 39 55.14388(N)    079 02 35.11041(W) AD(       ) 1
 GW2549  NGVD 29 (07/01/93)  272.5    (m)          894.     (f) GPS OBS        
 GW2549
 GW2549.Superseded values are not recommended for survey control.
 GW2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2549.See file dsdata.txt to determine how the superseded data were derived.
 GW2549
 GW2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7259970484(NAD 83)
 GW2549_MARKER: DD = SURVEY DISK
 GW2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2549_SP_SET: CONCRETE POST
 GW2549_STAMPING: 348
 GW2549_MARK LOGO: VA-009
 GW2549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2549+STABILITY: SURFACE MOTION
 GW2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2549+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2549
 GW2549  HISTORY     - Date     Condition        Report By
 GW2549  HISTORY     - 1992     MONUMENTED       MSI
 GW2549
 GW2549                          STATION DESCRIPTION
 GW2549
 GW2549'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2549'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2549'MI (3.1 KM) NORTHWEST OF THE TOWN OF CLIFFORD.
 GW2549'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2549'PROCEED WEST ALONG S.R. 610 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 GW2549'WITH S.R. 738.  TURN RIGHT ONTO S.R. 738 AND TRAVEL 0.6 MI (1.0 KM)
 GW2549'NORTH TO THE END OF STATE MAINTENANCE AND A BRICK GATE.  CONTINUE
 GW2549'THROUGH THE GATE ALONG A GRAVEL FARM ROAD FOR 0.2 MI (0.3 KM) TO THE
 GW2549'RESIDENCE, CONTINUE 0.3 MI (0.5 KM) PAST THE NORTHWEST SIDE OF THE
 GW2549'HOUSE ALONG A DIRT TRACK TO A METAL GATE.  TRAVEL THROUGH THE GATE
 GW2549'0.4 MI (0.6 KM) IN A NORTHWESTERLY DIRECTION ALONG A TRACK ROAD TO
 GW2549'THE HIGH-TENSION POWERLINE R-O-W, AND THE STATION ON THE RIGHT.
 GW2549'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2549'OF A CONCRETE MONUMENT PROTRUDING APPROXIMATELY 0.5 FT (0.2 M) ABOVE
 GW2549'THE GROUND SURFACE, STAMPED 348.  THE DISK IS LOCATED IN THE
 GW2549'APPROXIMATE CENTERLINE OF THE HIGH-TENSION TOWERS, 2.3 FT (0.7 M)
 GW2549'SOUTHWEST OF A WITNESS POST, 12.5 FT (3.8 M) NORTHEAST OF THE
 GW2549'APPROXIMATE CENTERLINE OF THE TRACK ROAD, AND APPROXIMATELY 450 FT
 GW2549'(137.2 M) NORTH OF A RUINED LOG TOBACCO BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2550 ***********************************************************************
 GW2550  DESIGNATION -  AMHERST 349
 GW2550  PID         -  GW2550
 GW2550  STATE/COUNTY-  VA/AMHERST
 GW2550  USGS QUAD   -  PINEY RIVER (1984)
 GW2550
 GW2550                         *CURRENT SURVEY CONTROL
 GW2550  ___________________________________________________________________
 GW2550* NAD 83(1993)-  37 39 01.66858(N)    079 01 35.33737(W)     ADJUSTED  
 GW2550* NAVD 88     -       235.0    (meters)     771.     (feet)  VERTCON   
 GW2550  ___________________________________________________________________
 GW2550  X           -     962,508.896 (meters)                     COMP
 GW2550  Y           -  -4,963,927.400 (meters)                     COMP
 GW2550  Z           -   3,874,923.519 (meters)                     COMP
 GW2550  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 GW2550  ELLIP HEIGHT-         203.02  (meters)          (05/17/02) GPS OBS
 GW2550  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2550
 GW2550  HORZ ORDER  -  FIRST
 GW2550  ELLP ORDER  -  FOURTH    CLASS II
 GW2550
 GW2550.The horizontal coordinates were established by GPS observations
 GW2550.and adjusted by the National Geodetic Survey in November 1994..
 GW2550
 GW2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2550
 GW2550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2550
 GW2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2550
 GW2550.The ellipsoidal height was determined by GPS observations
 GW2550.and is referenced to NAD 83.
 GW2550
 GW2550.The geoid height was determined by GEOID03.
 GW2550
 GW2550;                    North         East     Units Scale Factor Converg.
 GW2550;SPC VA S     - 1,146,299.697 3,453,541.329   MT  0.99995756   -0 19 10.3
 GW2550;SPC VA S     - 3,760,818.26 11,330,493.51   sFT  0.99995756   -0 19 10.3
 GW2550;UTM  17      - 4,168,866.299   674,097.545   MT  0.99997335   +1 12 20.9
 GW2550
 GW2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2550!SPC VA S     -   0.99996814  x   0.99995756  =   0.99992570
 GW2550!UTM  17      -   0.99996814  x   0.99997335  =   0.99994149
 GW2550
 GW2550                          SUPERSEDED SURVEY CONTROL
 GW2550
 GW2550  ELLIP H (11/14/94)  203.09   (m)                       GP(       ) 4 2
 GW2550  NAD 83(1986)-  37 39 01.67385(N)    079 01 35.34811(W) AD(       ) 1
 GW2550  NGVD 29 (07/01/93)  235.2    (m)          772.     (f) GPS OBS        
 GW2550
 GW2550.Superseded values are not recommended for survey control.
 GW2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2550.See file dsdata.txt to determine how the superseded data were derived.
 GW2550
 GW2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7409868866(NAD 83)
 GW2550_MARKER: DD = SURVEY DISK
 GW2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2550_SP_SET: CONCRETE POST
 GW2550_STAMPING: 349
 GW2550_MARK LOGO: VA-009
 GW2550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2550+STABILITY: SURFACE MOTION
 GW2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2550+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2550
 GW2550  HISTORY     - Date     Condition        Report By
 GW2550  HISTORY     - 1992     MONUMENTED       MSI
 GW2550
 GW2550                          STATION DESCRIPTION
 GW2550
 GW2550'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2550'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 0.6
 GW2550'MI (1.0 KM) NORTHWEST OF THE TOWN OF CLIFFORD.
 GW2550'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2550'PROCEED  0.5 MI (0.8 KM) NORTHWEST ALONG S.R. 610 TO THE STATION ON
 GW2550'THE RIGHT.
 GW2550'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2550'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2550'STAMPED, 349.  THE DISK IS LOCATED 11.5 FT (3.5 M) NORTHEAST OF THE
 GW2550'CENTERLINE OF S.R. 610, 90.8 FT (27.7 M) SOUTH OF POWER POLE NUMBER
 GW2550'972-73 , AND 123.7 FT (37.7 M) SOUTHEAST OF THE SOUTHERN CORNER OF A
 GW2550'TWO-STORY HOUSE EAST OF THE INTERSECTION OF S.R 614 AND S.R. 610.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2551 ***********************************************************************
 GW2551  DESIGNATION -  AMHERST 350
 GW2551  PID         -  GW2551
 GW2551  STATE/COUNTY-  VA/AMHERST
 GW2551  USGS QUAD   -  PINEY RIVER (1984)
 GW2551
 GW2551                         *CURRENT SURVEY CONTROL
 GW2551  ___________________________________________________________________
 GW2551* NAD 83(1993)-  37 38 25.49430(N)    079 00 25.14117(W)     ADJUSTED  
 GW2551* NAVD 88     -       213.7    (meters)     701.     (feet)  VERTCON   
 GW2551  ___________________________________________________________________
 GW2551  X           -     964,324.865 (meters)                     COMP
 GW2551  Y           -  -4,964,251.771 (meters)                     COMP
 GW2551  Z           -   3,874,027.467 (meters)                     COMP
 GW2551  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GW2551  ELLIP HEIGHT-         181.82  (meters)          (05/17/02) GPS OBS
 GW2551  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW2551
 GW2551  HORZ ORDER  -  FIRST
 GW2551  ELLP ORDER  -  FOURTH    CLASS II
 GW2551
 GW2551.The horizontal coordinates were established by GPS observations
 GW2551.and adjusted by the National Geodetic Survey in November 1994..
 GW2551
 GW2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2551
 GW2551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2551
 GW2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2551
 GW2551.The ellipsoidal height was determined by GPS observations
 GW2551.and is referenced to NAD 83.
 GW2551
 GW2551.The geoid height was determined by GEOID03.
 GW2551
 GW2551;                    North         East     Units Scale Factor Converg.
 GW2551;SPC VA S     - 1,145,175.072 3,455,255.979   MT  0.99995671   -0 18 27.7
 GW2551;SPC VA S     - 3,757,128.55 11,336,118.99   sFT  0.99995671   -0 18 27.7
 GW2551;UTM  17      - 4,167,787.690   675,841.557   MT  0.99998087   +1 13 02.8
 GW2551
 GW2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2551!SPC VA S     -   0.99997147  x   0.99995671  =   0.99992818
 GW2551!UTM  17      -   0.99997147  x   0.99998087  =   0.99995234
 GW2551
 GW2551                          SUPERSEDED SURVEY CONTROL
 GW2551
 GW2551  ELLIP H (11/14/94)  181.88   (m)                       GP(       ) 4 2
 GW2551  NAD 83(1986)-  37 38 25.49963(N)    079 00 25.15175(W) AD(       ) 1
 GW2551  NGVD 29 (07/01/93)  213.9    (m)          702.     (f) GPS OBS        
 GW2551
 GW2551.Superseded values are not recommended for survey control.
 GW2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2551.See file dsdata.txt to determine how the superseded data were derived.
 GW2551
 GW2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7584267788(NAD 83)
 GW2551_MARKER: DD = SURVEY DISK
 GW2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2551_SP_SET: CONCRETE POST
 GW2551_STAMPING: 350
 GW2551_MARK LOGO: VA-009
 GW2551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2551+STABILITY: SURFACE MOTION
 GW2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2551+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2551
 GW2551  HISTORY     - Date     Condition        Report By
 GW2551  HISTORY     - 1992     MONUMENTED       MSI
 GW2551
 GW2551                          STATION DESCRIPTION
 GW2551
 GW2551'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2551'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 0.9
 GW2551'MI (1.4 KM) EAST OF THE TOWN OF CLIFFORD.
 GW2551'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2551'PROCEED  0.9 MI (1.4 KM) EAST  ALONG S.R. 610 TO THE STATION ON THE
 GW2551'LEFT, AT A GATE TO A COW PASTURE.
 GW2551'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2551'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2551'STAMPED, 350.  THE DISK IS LOCATED 21.2 FT (6.5 M) NORTH OF THE
 GW2551'CENTERLINE OF S.R. 610 , 21.4 FT (6.5 M) WEST OF THE WESTERNMOST GATE
 GW2551'POST , AND 136.2 FT (41.5 M) NORTHWEST OF A CONTEL U.G. FIBER OPTIC
 GW2551'LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2552 ***********************************************************************
 GW2552  DESIGNATION -  AMHERST 351
 GW2552  PID         -  GW2552
 GW2552  STATE/COUNTY-  VA/NELSON
 GW2552  USGS QUAD   -  PINEY RIVER (1984)
 GW2552
 GW2552                         *CURRENT SURVEY CONTROL
 GW2552  ___________________________________________________________________
 GW2552* NAD 83(1993)-  37 42 35.06804(N)    079 02 16.28621(W)     ADJUSTED  
 GW2552* NAVD 88     -       204.4    (meters)     671.     (feet)  VERTCON   
 GW2552  ___________________________________________________________________
 GW2552  X           -     960,754.039 (meters)                     COMP
 GW2552  Y           -  -4,960,146.301 (meters)                     COMP
 GW2552  Z           -   3,880,112.029 (meters)                     COMP
 GW2552  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GW2552  ELLIP HEIGHT-         172.43  (meters)          (05/17/02) GPS OBS
 GW2552  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2552
 GW2552  HORZ ORDER  -  FIRST
 GW2552  ELLP ORDER  -  FOURTH    CLASS II
 GW2552
 GW2552.The horizontal coordinates were established by GPS observations
 GW2552.and adjusted by the National Geodetic Survey in November 1994..
 GW2552
 GW2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2552
 GW2552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2552
 GW2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2552
 GW2552.The ellipsoidal height was determined by GPS observations
 GW2552.and is referenced to NAD 83.
 GW2552
 GW2552.The geoid height was determined by GEOID03.
 GW2552
 GW2552;                    North         East     Units Scale Factor Converg.
 GW2552;SPC VA S     - 1,152,884.237 3,452,575.082   MT  0.99996319   -0 19 35.2
 GW2552;SPC VA S     - 3,782,421.03 11,327,323.41   sFT  0.99996319   -0 19 35.2
 GW2552;UTM  17      - 4,175,422.839   672,956.264   MT  0.99996846   +1 12 01.7
 GW2552
 GW2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2552!SPC VA S     -   0.99997294  x   0.99996319  =   0.99993613
 GW2552!UTM  17      -   0.99997294  x   0.99996846  =   0.99994140
 GW2552
 GW2552                          SUPERSEDED SURVEY CONTROL
 GW2552
 GW2552  ELLIP H (11/14/94)  172.50   (m)                       GP(       ) 4 2
 GW2552  NAD 83(1986)-  37 42 35.07305(N)    079 02 16.29714(W) AD(       ) 1
 GW2552  NGVD 29 (07/01/93)  204.6    (m)          671.     (f) GPS OBS        
 GW2552
 GW2552.Superseded values are not recommended for survey control.
 GW2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2552.See file dsdata.txt to determine how the superseded data were derived.
 GW2552
 GW2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7295675423(NAD 83)
 GW2552_MARKER: DD = SURVEY DISK
 GW2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2552_SP_SET: CONCRETE POST
 GW2552_STAMPING: 351
 GW2552_MARK LOGO: VA-009
 GW2552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2552+STABILITY: SURFACE MOTION
 GW2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2552+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2552
 GW2552  HISTORY     - Date     Condition        Report By
 GW2552  HISTORY     - 1992     MONUMENTED       MSI
 GW2552
 GW2552                          STATION DESCRIPTION
 GW2552
 GW2552'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2552'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 4.7
 GW2552'MI (7.6 KM) NORTH OF THE TOWN OF CLIFFORD.
 GW2552'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2552'PROCEED  5.8 MI (9.3 KM) NORTH ALONG S.R. 151 TO THE INTERSECTION
 GW2552'WITH S.R. 778, TURN LEFT AND TRAVEL WEST FOR 1.1 MI (1.8 KM) TO THE
 GW2552'INTERSECTION WITH THE ENTRANCE TO THE PINEY RIVER CAMPGROUND, TURN
 GW2552'LEFT AND PROCEED SOUTH FOR 0.8 MI (1.3 KM) TO THE STATION ON THE
 GW2552'LEFT.
 GW2552'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2552'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2552'STAMPED, 351.  THE DISK IS LOCATED 21.4 FT (6.5 M) SOUTH OF THE
 GW2552'SOUTH RAIL OF AN ABANDONED TRACK, 27.3 FT (8.3 M) EAST OF THE
 GW2552'CENTERLINE OF A GRAVEL ROAD , AND 57.1 FT (17.4 M) SOUTHEAST OF A
 GW2552'TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2553 ***********************************************************************
 GW2553  DESIGNATION -  AMHERST 352
 GW2553  PID         -  GW2553
 GW2553  STATE/COUNTY-  VA/NELSON
 GW2553  USGS QUAD   -  PINEY RIVER (1984)
 GW2553
 GW2553                         *CURRENT SURVEY CONTROL
 GW2553  ___________________________________________________________________
 GW2553* NAD 83(1993)-  37 42 28.77318(N)    079 00 22.37900(W)     ADJUSTED  
 GW2553* NAVD 88     -       216.3    (meters)     710.     (feet)  VERTCON   
 GW2553  ___________________________________________________________________
 GW2553  X           -     963,517.503 (meters)                     COMP
 GW2553  Y           -  -4,959,740.737 (meters)                     COMP
 GW2553  Z           -   3,879,965.752 (meters)                     COMP
 GW2553  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 GW2553  ELLIP HEIGHT-         184.31  (meters)          (05/17/02) GPS OBS
 GW2553  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2553
 GW2553  HORZ ORDER  -  FIRST
 GW2553  ELLP ORDER  -  FOURTH    CLASS II
 GW2553
 GW2553.The horizontal coordinates were established by GPS observations
 GW2553.and adjusted by the National Geodetic Survey in November 1994..
 GW2553
 GW2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2553
 GW2553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2553
 GW2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2553
 GW2553.The ellipsoidal height was determined by GPS observations
 GW2553.and is referenced to NAD 83.
 GW2553
 GW2553.The geoid height was determined by GEOID03.
 GW2553
 GW2553;                    North         East     Units Scale Factor Converg.
 GW2553;SPC VA S     - 1,152,674.743 3,455,363.911   MT  0.99996301   -0 18 26.0
 GW2553;SPC VA S     - 3,781,733.72 11,336,473.10   sFT  0.99996301   -0 18 26.0
 GW2553;UTM  17      - 4,175,287.733   675,749.717   MT  0.99998046   +1 13 11.2
 GW2553
 GW2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2553!SPC VA S     -   0.99997108  x   0.99996301  =   0.99993409
 GW2553!UTM  17      -   0.99997108  x   0.99998046  =   0.99995154
 GW2553
 GW2553                          SUPERSEDED SURVEY CONTROL
 GW2553
 GW2553  ELLIP H (11/14/94)  184.38   (m)                       GP(       ) 4 2
 GW2553  NAD 83(1986)-  37 42 28.77851(N)    079 00 22.38945(W) AD(       ) 1
 GW2553  NGVD 29 (07/01/93)  216.5    (m)          710.     (f) GPS OBS        
 GW2553
 GW2553.Superseded values are not recommended for survey control.
 GW2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2553.See file dsdata.txt to determine how the superseded data were derived.
 GW2553
 GW2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7575075288(NAD 83)
 GW2553_MARKER: DD = SURVEY DISK
 GW2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2553_SP_SET: CONCRETE POST
 GW2553_STAMPING: 352
 GW2553_MARK LOGO: VA-009
 GW2553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2553+STABILITY: SURFACE MOTION
 GW2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2553+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2553
 GW2553  HISTORY     - Date     Condition        Report By
 GW2553  HISTORY     - 1992     MONUMENTED       MSI
 GW2553
 GW2553                          STATION DESCRIPTION
 GW2553
 GW2553'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2553'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 4.5
 GW2553'MI (7.2 KM) SOUTHEAST OF THE TOWN OF CLIFFORD.
 GW2553'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 151 AND S.R. 610,
 GW2553'PROCEED 5.7 MI (9.2 KM) NORTH ALONG S.R. 151 TO THE INTERSECTION WITH
 GW2553'S.R. 675, TURN RIGHT ONTO S.R. 675 AND TRAVEL 1.0 MI (1.6 KM) EAST TO
 GW2553'THE STATION ON THE LEFT, NEAR A GATE.
 GW2553'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2553'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2553'STAMPED, 352.  THE DISK IS LOCATED 1.2 FT (0.4 M) FROM A WITNESS
 GW2553'POST, 2.7 FT (0.8 M) SOUTHWEST OF A FENCELINE , 17.7 FT (5.4 M)
 GW2553'NORTHEAST OF THE CENTERLINE OF S.R. 675 , AND 48.5 FT (14.8 M)
 GW2553'NORTHEAST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2554 ***********************************************************************
 GW2554  DESIGNATION -  AMHERST 353
 GW2554  PID         -  GW2554
 GW2554  STATE/COUNTY-  VA/AMHERST
 GW2554  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2554
 GW2554                         *CURRENT SURVEY CONTROL
 GW2554  ___________________________________________________________________
 GW2554* NAD 83(1993)-  37 34 55.22830(N)    078 58 21.46480(W)     ADJUSTED  
 GW2554* NAVD 88     -       213.2    (meters)     699.     (feet)  VERTCON   
 GW2554  ___________________________________________________________________
 GW2554  X           -     968,057.972 (meters)                     COMP
 GW2554  Y           -  -4,967,555.732 (meters)                     COMP
 GW2554  Z           -   3,868,891.780 (meters)                     COMP
 GW2554  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 GW2554  ELLIP HEIGHT-         181.42  (meters)          (05/17/02) GPS OBS
 GW2554  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW2554
 GW2554  HORZ ORDER  -  FIRST
 GW2554  ELLP ORDER  -  FOURTH    CLASS II
 GW2554
 GW2554.The horizontal coordinates were established by GPS observations
 GW2554.and adjusted by the National Geodetic Survey in November 1994..
 GW2554
 GW2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2554
 GW2554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2554
 GW2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2554
 GW2554.The ellipsoidal height was determined by GPS observations
 GW2554.and is referenced to NAD 83.
 GW2554
 GW2554.The geoid height was determined by GEOID03.
 GW2554
 GW2554;                    North         East     Units Scale Factor Converg.
 GW2554;SPC VA S     - 1,138,677.150 3,458,255.472   MT  0.99995239   -0 17 12.7
 GW2554;SPC VA S     - 3,735,809.95 11,345,959.83   sFT  0.99995239   -0 17 12.7
 GW2554;UTM  17      - 4,161,371.650   679,012.958   MT  0.99999473   +1 14 12.5
 GW2554
 GW2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2554!SPC VA S     -   0.99997153  x   0.99995239  =   0.99992392
 GW2554!UTM  17      -   0.99997153  x   0.99999473  =   0.99996626
 GW2554
 GW2554                          SUPERSEDED SURVEY CONTROL
 GW2554
 GW2554  ELLIP H (11/14/94)  181.48   (m)                       GP(       ) 4 2
 GW2554  NAD 83(1986)-  37 34 55.23361(N)    078 58 21.47579(W) AD(       ) 1
 GW2554  NGVD 29 (07/01/93)  213.4    (m)          700.     (f) GPS OBS        
 GW2554
 GW2554.Superseded values are not recommended for survey control.
 GW2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2554.See file dsdata.txt to determine how the superseded data were derived.
 GW2554
 GW2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7901361372(NAD 83)
 GW2554_MARKER: DD = SURVEY DISK
 GW2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2554_SP_SET: CONCRETE POST
 GW2554_STAMPING: 353
 GW2554_MARK LOGO: VA-009
 GW2554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2554+STABILITY: SURFACE MOTION
 GW2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2554+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2554
 GW2554  HISTORY     - Date     Condition        Report By
 GW2554  HISTORY     - 1992     MONUMENTED       MSI
 GW2554
 GW2554                          STATION DESCRIPTION
 GW2554
 GW2554'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2554'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.3
 GW2554'MI (6.9 KM) EAST OF THE TOWN OF AMHERST.
 GW2554'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2554'PROCEED  1.3 MI (2.1 KM) NORTHEAST  ALONG U.S. 29  TO THE
 GW2554'INTERSECTION WITH S.R. 739, TURN RIGHT ONTO S.R. 739 AND TRAVEL 2.9
 GW2554'MI (4.7 KM) EAST TO THE INTERSECTION WITH S.R. 658, TURN RIGHT ONTO
 GW2554'S.R. 658 AND PROCEED  0.9 MI (1.4 KM) EAST TO THE INTERSECTION WITH
 GW2554'S.R. 733, TURN RIGHT AND TRAVEL 1.2 MI (1.9 KM) SOUTH TO THE STATION
 GW2554'ON THE RIGHT.
 GW2554'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2554'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2554'SURFACE, STAMPED, 353. THE DISK IS LOCATED 14.0 FT (4.3 M) WEST OF
 GW2554'THE CENTERLINE OF S.R. 733, 84.5 FT (25.8 M) EAST OF POWER POLE
 GW2554'NUMBER A 54-15, AND 135.2 FT (41.2 M)  NORTHEAST OF TWO-STORY HOUSE
 GW2554'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2555 ***********************************************************************
 GW2555  DESIGNATION -  AMHERST 354
 GW2555  PID         -  GW2555
 GW2555  STATE/COUNTY-  VA/AMHERST
 GW2555  USGS QUAD   -  ARRINGTON (1984)
 GW2555
 GW2555                         *CURRENT SURVEY CONTROL
 GW2555  ___________________________________________________________________
 GW2555* NAD 83(1993)-  37 38 00.92438(N)    078 59 02.59211(W)     ADJUSTED  
 GW2555* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 GW2555  ___________________________________________________________________
 GW2555  X           -     966,401.875 (meters)                     COMP
 GW2555  Y           -  -4,964,329.556 (meters)                     COMP
 GW2555  Z           -   3,873,435.483 (meters)                     COMP
 GW2555  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GW2555  ELLIP HEIGHT-         194.75  (meters)          (05/17/02) GPS OBS
 GW2555  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2555
 GW2555  HORZ ORDER  -  FIRST
 GW2555  ELLP ORDER  -  FOURTH    CLASS II
 GW2555
 GW2555.The horizontal coordinates were established by GPS observations
 GW2555.and adjusted by the National Geodetic Survey in November 1994..
 GW2555
 GW2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2555
 GW2555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2555
 GW2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2555
 GW2555.The ellipsoidal height was determined by GPS observations
 GW2555.and is referenced to NAD 83.
 GW2555
 GW2555.The geoid height was determined by GEOID03.
 GW2555
 GW2555;                    North         East     Units Scale Factor Converg.
 GW2555;SPC VA S     - 1,144,406.990 3,457,275.798   MT  0.99995615   -0 17 37.6
 GW2555;SPC VA S     - 3,754,608.60 11,342,745.68   sFT  0.99995615   -0 17 37.6
 GW2555;UTM  17      - 4,167,073.618   677,881.162   MT  0.99998975   +1 13 52.6
 GW2555
 GW2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2555!SPC VA S     -   0.99996944  x   0.99995615  =   0.99992559
 GW2555!UTM  17      -   0.99996944  x   0.99998975  =   0.99995919
 GW2555
 GW2555                          SUPERSEDED SURVEY CONTROL
 GW2555
 GW2555  ELLIP H (11/14/94)  194.81   (m)                       GP(       ) 4 2
 GW2555  NAD 83(1986)-  37 38 00.92976(N)    078 59 02.60266(W) AD(       ) 1
 GW2555  NGVD 29 (07/01/93)  226.8    (m)          744.     (f) GPS OBS        
 GW2555
 GW2555.Superseded values are not recommended for survey control.
 GW2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2555.See file dsdata.txt to determine how the superseded data were derived.
 GW2555
 GW2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7788167074(NAD 83)
 GW2555_MARKER: DD = SURVEY DISK
 GW2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2555_SP_SET: CONCRETE POST
 GW2555_STAMPING: 354
 GW2555_MARK LOGO: VA-009
 GW2555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2555+STABILITY: SURFACE MOTION
 GW2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2555+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2555
 GW2555  HISTORY     - Date     Condition        Report By
 GW2555  HISTORY     - 1992     MONUMENTED       MSI
 GW2555
 GW2555                          STATION DESCRIPTION
 GW2555
 GW2555'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2555'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.0
 GW2555'MI (8.0 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2555'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2555'PROCEED  4.6 MI (7.4 KM) NORTHEAST  ALONG U.S. 29  TO THE
 GW2555'INTERSECTION WITH S.R. 610, TURN RIGHT ONTO S.R. 610 AND TRAVEL 0.4
 GW2555'MI (0.6 KM) SOUTHEAST TO THE STATION ON THE LEFT.
 GW2555'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2555'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2555'SURFACE, STAMPED, 354. THE DISK IS LOCATED 13.0 FT (4.0 M) NORTH OF
 GW2555'THE CENTERLINE OF S.R. 610, 94.5 FT (28.8 M) SOUTHWEST OF EASTERN
 GW2555'MOST CORNER OF A BRICK HOUSE, AND 154.8 FT (47.2 M) SOUTHEAST OF A
 GW2555'WOODEN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2556 ***********************************************************************
 GW2556  DESIGNATION -  AMHERST 355
 GW2556  PID         -  GW2556
 GW2556  STATE/COUNTY-  VA/AMHERST
 GW2556  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2556
 GW2556                         *CURRENT SURVEY CONTROL
 GW2556  ___________________________________________________________________
 GW2556* NAD 83(1993)-  37 37 05.01487(N)    078 58 23.84099(W)     ADJUSTED  
 GW2556* NAVD 88     -       230.3    (meters)     756.     (feet)  VERTCON   
 GW2556  ___________________________________________________________________
 GW2556  X           -     967,536.354 (meters)                     COMP
 GW2556  Y           -  -4,965,183.728 (meters)                     COMP
 GW2556  Z           -   3,872,072.500 (meters)                     COMP
 GW2556  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GW2556  ELLIP HEIGHT-         198.46  (meters)          (05/17/02) GPS OBS
 GW2556  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GW2556
 GW2556  HORZ ORDER  -  FIRST
 GW2556  ELLP ORDER  -  FOURTH    CLASS II
 GW2556
 GW2556.The horizontal coordinates were established by GPS observations
 GW2556.and adjusted by the National Geodetic Survey in November 1994..
 GW2556
 GW2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2556
 GW2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2556
 GW2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2556
 GW2556.The ellipsoidal height was determined by GPS observations
 GW2556.and is referenced to NAD 83.
 GW2556
 GW2556.The geoid height was determined by GEOID03.
 GW2556
 GW2556;                    North         East     Units Scale Factor Converg.
 GW2556;SPC VA S     - 1,142,678.559 3,458,217.233   MT  0.99995493   -0 17 14.1
 GW2556;SPC VA S     - 3,748,937.91 11,345,834.37   sFT  0.99995493   -0 17 14.1
 GW2556;UTM  17      - 4,165,370.789   678,868.295   MT  0.99999409   +1 14 14.7
 GW2556
 GW2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2556!SPC VA S     -   0.99996886  x   0.99995493  =   0.99992379
 GW2556!UTM  17      -   0.99996886  x   0.99999409  =   0.99996295
 GW2556
 GW2556                          SUPERSEDED SURVEY CONTROL
 GW2556
 GW2556  ELLIP H (11/14/94)  198.52   (m)                       GP(       ) 4 2
 GW2556  NAD 83(1986)-  37 37 05.02022(N)    078 58 23.85166(W) AD(       ) 1
 GW2556  NGVD 29 (07/01/93)  230.5    (m)          756.     (f) GPS OBS        
 GW2556
 GW2556.Superseded values are not recommended for survey control.
 GW2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2556.See file dsdata.txt to determine how the superseded data were derived.
 GW2556
 GW2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7886865371(NAD 83)
 GW2556_MARKER: DD = SURVEY DISK
 GW2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2556_SP_SET: CONCRETE POST
 GW2556_STAMPING: 355
 GW2556_MARK LOGO: VA-009
 GW2556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2556+STABILITY: SURFACE MOTION
 GW2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2556+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2556
 GW2556  HISTORY     - Date     Condition        Report By
 GW2556  HISTORY     - 1992     MONUMENTED       MSI
 GW2556
 GW2556                          STATION DESCRIPTION
 GW2556
 GW2556'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2556'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.0
 GW2556'MI (8.0 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2556'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2556'PROCEED 1.3 MI (2.1 KM) NORTHEAST  ALONG U.S. 29 TO THE INTERSECTION
 GW2556'WITH S.R. 739, TURN RIGHT ONTO S.R. 739 AND TRAVEL 4.4 MI (7.1 KM)
 GW2556'NORTHEAST TO THE STATION ON THE LEFT.
 GW2556'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2556'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2556'STAMPED, 355. THE DISK IS LOCATED 14.9 FT (4.5 M) WEST OF THE
 GW2556'CENTERLINE OF S.R. 739, 127.3 FT (38.8 M) NORTHEAST OF POWERPOLE
 GW2556'NUMBER A39-91, AND 128.0 FT (39.0 M) NORTHWEST OF A FENCE CORNER
 GW2556'(TREE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2557 ***********************************************************************
 GW2557  DESIGNATION -  AMHERST 356
 GW2557  PID         -  GW2557
 GW2557  STATE/COUNTY-  VA/AMHERST
 GW2557  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2557
 GW2557                         *CURRENT SURVEY CONTROL
 GW2557  ___________________________________________________________________
 GW2557* NAD 83(1993)-  37 37 08.39141(N)    078 56 36.79149(W)     ADJUSTED  
 GW2557* NAVD 88     -       229.9    (meters)     754.     (feet)  VERTCON   
 GW2557  ___________________________________________________________________
 GW2557  X           -     970,100.860 (meters)                     COMP
 GW2557  Y           -  -4,964,618.241 (meters)                     COMP
 GW2557  Z           -   3,872,154.715 (meters)                     COMP
 GW2557  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 GW2557  ELLIP HEIGHT-         198.06  (meters)          (05/17/02) GPS OBS
 GW2557  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW2557
 GW2557  HORZ ORDER  -  FIRST
 GW2557  ELLP ORDER  -  FOURTH    CLASS II
 GW2557
 GW2557.The horizontal coordinates were established by GPS observations
 GW2557.and adjusted by the National Geodetic Survey in November 1994..
 GW2557
 GW2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2557
 GW2557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2557
 GW2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2557
 GW2557.The ellipsoidal height was determined by GPS observations
 GW2557.and is referenced to NAD 83.
 GW2557
 GW2557.The geoid height was determined by GEOID03.
 GW2557
 GW2557;                    North         East     Units Scale Factor Converg.
 GW2557;SPC VA S     - 1,142,769.906 3,460,842.844   MT  0.99995501   -0 16 09.1
 GW2557;SPC VA S     - 3,749,237.60 11,354,448.56   sFT  0.99995501   -0 16 09.1
 GW2557;UTM  17      - 4,165,531.975   681,490.663   MT  1.00000573   +1 15 20.2
 GW2557
 GW2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2557!SPC VA S     -   0.99996892  x   0.99995501  =   0.99992393
 GW2557!UTM  17      -   0.99996892  x   1.00000573  =   0.99997465
 GW2557
 GW2557:                Primary Azimuth Mark                     Grid Az
 GW2557:SPC VA S     -  AMHERST 357                              115 31 01.1
 GW2557:UTM  17      -  AMHERST 357                              113 59 31.8
 GW2557
 GW2557|---------------------------------------------------------------------|
 GW2557| PID    Reference Object                     Distance      Geod. Az  |
 GW2557|                                                           dddmmss.s |
 GW2557| GW2558 AMHERST 357                         APPROX. 1.0 KM 1151452.0 |
 GW2557|---------------------------------------------------------------------|
 GW2557
 GW2557                          SUPERSEDED SURVEY CONTROL
 GW2557
 GW2557  ELLIP H (11/14/94)  198.13   (m)                       GP(       ) 4 2
 GW2557  NAD 83(1986)-  37 37 08.39682(N)    078 56 36.80200(W) AD(       ) 1
 GW2557  NGVD 29 (07/01/93)  230.1    (m)          755.     (f) GPS OBS        
 GW2557
 GW2557.Superseded values are not recommended for survey control.
 GW2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2557.See file dsdata.txt to determine how the superseded data were derived.
 GW2557
 GW2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8149165532(NAD 83)
 GW2557_MARKER: DD = SURVEY DISK
 GW2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2557_SP_SET: CONCRETE POST
 GW2557_STAMPING: 356
 GW2557_MARK LOGO: VA-009
 GW2557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2557+STABILITY: SURFACE MOTION
 GW2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2557+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2557
 GW2557  HISTORY     - Date     Condition        Report By
 GW2557  HISTORY     - 1992     MONUMENTED       MSI
 GW2557
 GW2557                          STATION DESCRIPTION
 GW2557
 GW2557'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2557'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 6.5
 GW2557'MI (10.5 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2557'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2557'PROCEED 1.3 MI (2.1 KM) NORTHEAST ALONG U.S. 29 TO THE INTERSECTION
 GW2557'WITH S.R. 739, TURN RIGHT ONTO S.R. 739 AND TRAVEL 2.9 MI (4.7 KM)
 GW2557'NORTHEAST TO THE INTERSECTION WITH S.R. 658, TURN RIGHT ONTO S.R. 658
 GW2557'AND PROCEED 3.2 MI (5.1 KM) EAST TO THE STATION ON THE LEFT AT A DIRT
 GW2557'ROAD.
 GW2557'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2557'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2557'SURFACE, STAMPED, 356. THE DISK IS LOCATED 20.0 FT (6.1 M) WEST OF
 GW2557'THE CENTERLINE OF S.R. 658, 28.5 FT (8.7 M) SOUTHWEST OF THE EASTERN
 GW2557'MOST WOODEN GATE POST, AND 48.2 FT (14.7 M) WEST OF POWER POLE NUMBER
 GW2557'1022-50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2558 ***********************************************************************
 GW2558  DESIGNATION -  AMHERST 357
 GW2558  PID         -  GW2558
 GW2558  STATE/COUNTY-  VA/NELSON
 GW2558  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2558
 GW2558                         *CURRENT SURVEY CONTROL
 GW2558  ___________________________________________________________________
 GW2558* NAD 83(1993)-  37 36 54.68174(N)    078 56 00.24960(W)     ADJUSTED  
 GW2558* NAVD 88     -       210.6    (meters)     691.     (feet)  VERTCON   
 GW2558  ___________________________________________________________________
 GW2558  X           -     971,026.969 (meters)                     COMP
 GW2558  Y           -  -4,964,684.514 (meters)                     COMP
 GW2558  Z           -   3,871,808.134 (meters)                     COMP
 GW2558  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GW2558  ELLIP HEIGHT-         178.78  (meters)          (05/17/02) GPS OBS
 GW2558  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2558
 GW2558  HORZ ORDER  -  FIRST
 GW2558  ELLP ORDER  -  FOURTH    CLASS II
 GW2558
 GW2558.The horizontal coordinates were established by GPS observations
 GW2558.and adjusted by the National Geodetic Survey in November 1994..
 GW2558
 GW2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2558
 GW2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2558
 GW2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2558
 GW2558.The ellipsoidal height was determined by GPS observations
 GW2558.and is referenced to NAD 83.
 GW2558
 GW2558.The geoid height was determined by GEOID03.
 GW2558
 GW2558;                    North         East     Units Scale Factor Converg.
 GW2558;SPC VA S     - 1,142,343.093 3,461,736.992   MT  0.99995472   -0 15 47.0
 GW2558;SPC VA S     - 3,747,837.30 11,357,382.11   sFT  0.99995472   -0 15 47.0
 GW2558;UTM  17      - 4,165,129.085   682,395.900   MT  1.00000979   +1 15 42.1
 GW2558
 GW2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2558!SPC VA S     -   0.99997195  x   0.99995472  =   0.99992667
 GW2558!UTM  17      -   0.99997195  x   1.00000979  =   0.99998174
 GW2558
 GW2558:                Primary Azimuth Mark                     Grid Az
 GW2558:SPC VA S     -  AMHERST 356                              295 31 01.3
 GW2558:UTM  17      -  AMHERST 356                              293 59 32.2
 GW2558
 GW2558|---------------------------------------------------------------------|
 GW2558| PID    Reference Object                     Distance      Geod. Az  |
 GW2558|                                                           dddmmss.s |
 GW2558| GW2557 AMHERST 356                         APPROX. 1.0 KM 2951514.3 |
 GW2558|---------------------------------------------------------------------|
 GW2558
 GW2558                          SUPERSEDED SURVEY CONTROL
 GW2558
 GW2558  ELLIP H (11/14/94)  178.84   (m)                       GP(       ) 4 2
 GW2558  NAD 83(1986)-  37 36 54.68716(N)    078 56 00.26007(W) AD(       ) 1
 GW2558  NGVD 29 (07/01/93)  210.8    (m)          692.     (f) GPS OBS        
 GW2558
 GW2558.Superseded values are not recommended for survey control.
 GW2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2558.See file dsdata.txt to determine how the superseded data were derived.
 GW2558
 GW2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8239665129(NAD 83)
 GW2558_MARKER: DD = SURVEY DISK
 GW2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2558_SP_SET: CONCRETE POST
 GW2558_STAMPING: 357
 GW2558_MARK LOGO: VA-009
 GW2558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2558+STABILITY: SURFACE MOTION
 GW2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2558+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2558
 GW2558  HISTORY     - Date     Condition        Report By
 GW2558  HISTORY     - 1992     MONUMENTED       MSI
 GW2558
 GW2558                          STATION DESCRIPTION
 GW2558
 GW2558'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2558'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 6.6
 GW2558'MI (10.6 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2558'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2558'PROCEED 1.3 MI (2.1 KM) NORTHEAST ALONG U.S. 29 TO THE INTERSECTION
 GW2558'WITH S.R. 739, TURN RIGHT ONTO S.R. 739 AND TRAVEL 2.9 MI (4.7 KM)
 GW2558'NORTHEAST TO THE INTERSECTION WITH S.R. 658, TURN RIGHT ONTO S.R. 658
 GW2558'AND PROCEED 3.9 MI (6.3 KM) EAST TO THE STATION ON THE RIGHT, AT A
 GW2558'POWER LINE EASEMENT.
 GW2558'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2558'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2558'SURFACE, STAMPED, 357. THE DISK IS LOCATED 2.3 FT (0.7 M) NORTHEAST
 GW2558'OF A FENCELINE, 12.1 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF S.R.
 GW2558'658, AND 124.2 FT (37.9 M) SOUTHWEST OF POWER POLE NUMBER A 1022-12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2559 ***********************************************************************
 GW2559  DESIGNATION -  AMHERST 358
 GW2559  PID         -  GW2559
 GW2559  STATE/COUNTY-  VA/NELSON
 GW2559  USGS QUAD   -  ARRINGTON (1984)
 GW2559
 GW2559                         *CURRENT SURVEY CONTROL
 GW2559  ___________________________________________________________________
 GW2559* NAD 83(1993)-  37 39 09.79921(N)    078 56 56.14426(W)     ADJUSTED  
 GW2559* NAVD 88     -       170.8    (meters)     560.     (feet)  VERTCON   
 GW2559  ___________________________________________________________________
 GW2559  X           -     969,187.935 (meters)                     COMP
 GW2559  Y           -  -4,962,419.919 (meters)                     COMP
 GW2559  Z           -   3,875,082.823 (meters)                     COMP
 GW2559  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GW2559  ELLIP HEIGHT-         138.90  (meters)          (05/17/02) GPS OBS
 GW2559  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2559
 GW2559  HORZ ORDER  -  FIRST
 GW2559  ELLP ORDER  -  FOURTH    CLASS II
 GW2559
 GW2559.The horizontal coordinates were established by GPS observations
 GW2559.and adjusted by the National Geodetic Survey in November 1994..
 GW2559
 GW2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2559
 GW2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2559
 GW2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2559
 GW2559.The ellipsoidal height was determined by GPS observations
 GW2559.and is referenced to NAD 83.
 GW2559
 GW2559.The geoid height was determined by GEOID03.
 GW2559
 GW2559;                    North         East     Units Scale Factor Converg.
 GW2559;SPC VA S     - 1,146,515.000 3,460,386.071   MT  0.99995776   -0 16 20.9
 GW2559;SPC VA S     - 3,761,524.63 11,352,949.97   sFT  0.99995776   -0 16 20.9
 GW2559;UTM  17      - 4,169,263.763   680,934.337   MT  1.00000325   +1 15 11.8
 GW2559
 GW2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2559!SPC VA S     -   0.99997820  x   0.99995776  =   0.99993597
 GW2559!UTM  17      -   0.99997820  x   1.00000325  =   0.99998145
 GW2559
 GW2559                          SUPERSEDED SURVEY CONTROL
 GW2559
 GW2559  ELLIP H (11/14/94)  138.96   (m)                       GP(       ) 4 2
 GW2559  NAD 83(1986)-  37 39 09.80473(N)    078 56 56.15454(W) AD(       ) 1
 GW2559  NGVD 29 (07/01/93)  171.0    (m)          561.     (f) GPS OBS        
 GW2559
 GW2559.Superseded values are not recommended for survey control.
 GW2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2559.See file dsdata.txt to determine how the superseded data were derived.
 GW2559
 GW2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8093469264(NAD 83)
 GW2559_MARKER: DD = SURVEY DISK
 GW2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2559_SP_SET: CONCRETE POST
 GW2559_STAMPING: 358
 GW2559_MARK LOGO: VA-009
 GW2559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2559+STABILITY: SURFACE MOTION
 GW2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2559+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2559
 GW2559  HISTORY     - Date     Condition        Report By
 GW2559  HISTORY     - 1992     MONUMENTED       MSI
 GW2559
 GW2559                          STATION DESCRIPTION
 GW2559
 GW2559'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2559'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 7.2
 GW2559'MI (11.6 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2559'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2559'PROCEED 7.8 MI (12.6 KM) NORTHEAST ALONG U.S. 29 TO THE INTERSECTION
 GW2559'WITH S.R. 739, TURN RIGHT ONTO S.R. 739 AND TRAVEL 0.8 MI (1.3 KM)
 GW2559'SOUTH TO THE STATION ON THE RIGHT.
 GW2559'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2559'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2559'SURFACE, STAMPED, 358. THE DISK IS LOCATED 17.3 FT (5.3 M)
 GW2559'SOUTHWEST OF THE CENTERLINE OF S.R. 739, 35.4 FT (10.8 M) NORTHWEST OF
 GW2559'A RAILROAD UNDERPASS SIGN, 79.2 FT (24.1 M) SOUTHEAST OF A RIGHT
 GW2559'ANGLE CURVE SIGN AND 107.3 FT (32.7 M) NORTH OF POWER POLE NUMBER AP
 GW2559'77-3-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2560 ***********************************************************************
 GW2560  DESIGNATION -  AMHERST 359
 GW2560  PID         -  GW2560
 GW2560  STATE/COUNTY-  VA/NELSON
 GW2560  USGS QUAD   -  ARRINGTON (1984)
 GW2560
 GW2560                         *CURRENT SURVEY CONTROL
 GW2560  ___________________________________________________________________
 GW2560* NAD 83(1993)-  37 40 15.46568(N)    078 57 10.49899(W)     ADJUSTED  
 GW2560* NAVD 88     -       225.5    (meters)     740.     (feet)  VERTCON   
 GW2560  ___________________________________________________________________
 GW2560  X           -     968,613.843 (meters)                     COMP
 GW2560  Y           -  -4,961,315.755 (meters)                     COMP
 GW2560  Z           -   3,876,718.971 (meters)                     COMP
 GW2560  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 GW2560  ELLIP HEIGHT-         193.60  (meters)          (05/17/02) GPS OBS
 GW2560  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW2560
 GW2560  HORZ ORDER  -  FIRST
 GW2560  ELLP ORDER  -  FOURTH    CLASS II
 GW2560
 GW2560.The horizontal coordinates were established by GPS observations
 GW2560.and adjusted by the National Geodetic Survey in November 1994..
 GW2560
 GW2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2560
 GW2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2560
 GW2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2560
 GW2560.The ellipsoidal height was determined by GPS observations
 GW2560.and is referenced to NAD 83.
 GW2560
 GW2560.The geoid height was determined by GEOID03.
 GW2560
 GW2560;                    North         East     Units Scale Factor Converg.
 GW2560;SPC VA S     - 1,148,541.108 3,460,043.932   MT  0.99995939   -0 16 29.6
 GW2560;SPC VA S     - 3,768,171.95 11,351,827.47   sFT  0.99995939   -0 16 29.6
 GW2560;UTM  17      - 4,171,280.130   680,538.346   MT  1.00000148   +1 15 04.9
 GW2560
 GW2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2560!SPC VA S     -   0.99996962  x   0.99995939  =   0.99992901
 GW2560!UTM  17      -   0.99996962  x   1.00000148  =   0.99997110
 GW2560
 GW2560                          SUPERSEDED SURVEY CONTROL
 GW2560
 GW2560  ELLIP H (11/14/94)  193.66   (m)                       GP(       ) 4 2
 GW2560  NAD 83(1986)-  37 40 15.47122(N)    078 57 10.50907(W) AD(       ) 1
 GW2560  NGVD 29 (07/01/93)  225.7    (m)          740.     (f) GPS OBS        
 GW2560
 GW2560.Superseded values are not recommended for survey control.
 GW2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2560.See file dsdata.txt to determine how the superseded data were derived.
 GW2560
 GW2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8053871280(NAD 83)
 GW2560_MARKER: DD = SURVEY DISK
 GW2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2560_SP_SET: CONCRETE POST
 GW2560_STAMPING: 359
 GW2560_MARK LOGO: VA-009
 GW2560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2560+STABILITY: SURFACE MOTION
 GW2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2560+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2560
 GW2560  HISTORY     - Date     Condition        Report By
 GW2560  HISTORY     - 1992     MONUMENTED       MSI
 GW2560
 GW2560                          STATION DESCRIPTION
 GW2560
 GW2560'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2560'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 8.0
 GW2560'MI (12.9 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2560'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2560'PROCEED 8.6 MI (13.8 KM) NORTHEAST ALONG U.S. 29 TO THE STATION ON
 GW2560'THE RIGHT, AT THE TYE RIVER RESTAURANT AND TRUCK STOP.
 GW2560'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2560'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2560'SURFACE, STAMPED, 359. THE DISK IS LOCATED 31.5 FT (9.6 M)
 GW2560'NORTHWEST OF THE ORANGE 76 SIGN, 49.6 FT (15.1 M) EAST OF CENTERLINE
 GW2560'OF NORTHBOUND U.S. 29, AND 90.6 FT (27.6 M) SOUTH OF POWER POLE
 GW2560'NUMBER 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2561 ***********************************************************************
 GW2561  DESIGNATION -  AMHERST 360
 GW2561  PID         -  GW2561
 GW2561  STATE/COUNTY-  VA/NELSON
 GW2561  USGS QUAD   -  ARRINGTON (1984)
 GW2561
 GW2561                         *CURRENT SURVEY CONTROL
 GW2561  ___________________________________________________________________
 GW2561* NAD 83(1993)-  37 41 23.03665(N)    078 57 59.96327(W)     ADJUSTED  
 GW2561* NAVD 88     -       218.1    (meters)     716.     (feet)  VERTCON   
 GW2561  ___________________________________________________________________
 GW2561  X           -     967,179.208 (meters)                     COMP
 GW2561  Y           -  -4,960,292.220 (meters)                     COMP
 GW2561  Z           -   3,878,363.239 (meters)                     COMP
 GW2561  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GW2561  ELLIP HEIGHT-         186.17  (meters)          (05/17/02) GPS OBS
 GW2561  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW2561
 GW2561  HORZ ORDER  -  FIRST
 GW2561  ELLP ORDER  -  FOURTH    CLASS II
 GW2561
 GW2561.The horizontal coordinates were established by GPS observations
 GW2561.and adjusted by the National Geodetic Survey in November 1994..
 GW2561
 GW2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2561
 GW2561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2561
 GW2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2561
 GW2561.The ellipsoidal height was determined by GPS observations
 GW2561.and is referenced to NAD 83.
 GW2561
 GW2561.The geoid height was determined by GEOID03.
 GW2561
 GW2561;                    North         East     Units Scale Factor Converg.
 GW2561;SPC VA S     - 1,150,630.163 3,458,842.096   MT  0.99996117   -0 16 59.6
 GW2561;SPC VA S     - 3,775,025.79 11,347,884.44   sFT  0.99996117   -0 16 59.6
 GW2561;UTM  17      - 4,173,336.506   679,281.238   MT  0.99999591   +1 14 36.6
 GW2561
 GW2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2561!SPC VA S     -   0.99997079  x   0.99996117  =   0.99993196
 GW2561!UTM  17      -   0.99997079  x   0.99999591  =   0.99996670
 GW2561
 GW2561                          SUPERSEDED SURVEY CONTROL
 GW2561
 GW2561  ELLIP H (11/14/94)  186.24   (m)                       GP(       ) 4 2
 GW2561  NAD 83(1986)-  37 41 23.04226(N)    078 57 59.97315(W) AD(       ) 1
 GW2561  NGVD 29 (07/01/93)  218.3    (m)          716.     (f) GPS OBS        
 GW2561
 GW2561.Superseded values are not recommended for survey control.
 GW2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2561.See file dsdata.txt to determine how the superseded data were derived.
 GW2561
 GW2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7928173337(NAD 83)
 GW2561_MARKER: DD = SURVEY DISK
 GW2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2561_SP_SET: CONCRETE POST
 GW2561_STAMPING: 360
 GW2561_MARK LOGO: VA-009
 GW2561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2561+STABILITY: SURFACE MOTION
 GW2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2561+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2561
 GW2561  HISTORY     - Date     Condition        Report By
 GW2561  HISTORY     - 1992     MONUMENTED       MSI
 GW2561
 GW2561                          STATION DESCRIPTION
 GW2561
 GW2561'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2561'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 8.5
 GW2561'MI (13.7 KM) NORTHEAST OF THE TOWN OF AMHERST.
 GW2561'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND U.S. 60,
 GW2561'PROCEED 8.9 MI (14.3 KM) NORTHEAST ALONG U.S. 29 TO THE INTERSECTION
 GW2561'WITH S.R. 665, TURN LEFT AND TRAVEL 1.4 MI (2.3 KM) NORTHWEST TO THE
 GW2561'STATION ON THE LEFT.
 GW2561'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2561'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2561'SURFACE, STAMPED, 360. THE DISK IS LOCATED 0.8 FT (0.2 M) NORTHEAST
 GW2561'OF A WITNESS POST, 2.1 FT (0.6 M) NORTHEAST OF A FENCELINE, AND 26.8
 GW2561'FT (8.2 M) SOUTHWEST OF THE CENTERLINE OF S.R. 665.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2562 ***********************************************************************
 GW2562  DESIGNATION -  AMHERST 362
 GW2562  PID         -  GW2562
 GW2562  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2562  USGS QUAD   -  SNOWDEN (1977)
 GW2562
 GW2562                         *CURRENT SURVEY CONTROL
 GW2562  ___________________________________________________________________
 GW2562* NAD 83(1993)-  37 37 20.81963(N)    079 26 24.95623(W)     ADJUSTED  
 GW2562* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 GW2562  ___________________________________________________________________
 GW2562  X           -     926,982.428 (meters)                     COMP
 GW2562  Y           -  -4,972,611.432 (meters)                     COMP
 GW2562  Z           -   3,872,458.012 (meters)                     COMP
 GW2562  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 GW2562  ELLIP HEIGHT-         197.72  (meters)          (05/17/02) GPS OBS
 GW2562  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2562
 GW2562  HORZ ORDER  -  FIRST
 GW2562  ELLP ORDER  -  FOURTH    CLASS II
 GW2562
 GW2562.The horizontal coordinates were established by GPS observations
 GW2562.and adjusted by the National Geodetic Survey in November 1994..
 GW2562
 GW2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2562
 GW2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2562
 GW2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2562
 GW2562.The ellipsoidal height was determined by GPS observations
 GW2562.and is referenced to NAD 83.
 GW2562
 GW2562.The geoid height was determined by GEOID03.
 GW2562
 GW2562;                    North         East     Units Scale Factor Converg.
 GW2562;SPC VA S     - 1,143,474.424 3,416,997.641   MT  0.99995527   -0 34 14.4
 GW2562;SPC VA S     - 3,751,549.01 11,210,599.76   sFT  0.99995527   -0 34 14.4
 GW2562;UTM  17      - 4,165,070.251   637,643.966   MT  0.99983336   +0 57 08.3
 GW2562
 GW2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2562!SPC VA S     -   0.99996897  x   0.99995527  =   0.99992425
 GW2562!UTM  17      -   0.99996897  x   0.99983336  =   0.99980234
 GW2562
 GW2562                          SUPERSEDED SURVEY CONTROL
 GW2562
 GW2562  ELLIP H (11/14/94)  197.77   (m)                       GP(       ) 4 2
 GW2562  NAD 83(1986)-  37 37 20.82333(N)    079 26 24.96878(W) AD(       ) 1
 GW2562  NGVD 29 (07/01/93)  230.2    (m)          755.     (f) GPS OBS        
 GW2562
 GW2562.Superseded values are not recommended for survey control.
 GW2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2562.See file dsdata.txt to determine how the superseded data were derived.
 GW2562
 GW2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3764465070(NAD 83)
 GW2562_MARKER: DD = SURVEY DISK
 GW2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2562_SP_SET: CONCRETE POST
 GW2562_STAMPING: 362
 GW2562_MARK LOGO: VA-009
 GW2562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2562+STABILITY: SURFACE MOTION
 GW2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2562+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2562
 GW2562  HISTORY     - Date     Condition        Report By
 GW2562  HISTORY     - 1992     MONUMENTED       MSI
 GW2562
 GW2562                          STATION DESCRIPTION
 GW2562
 GW2562'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2562'THE STATION IS LOCATED IN ROCKBRIDGE COUNTY, VIRGINIA, APPROXIMATELY
 GW2562'0.6 MI (1.0 KM) SOUTH OF THE TOWN OF GLASGOW.
 GW2562'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 130
 GW2562'PROCEED 0.8 MI (1.3 KM) SOUTH ALONG U.S. 501/S.R. 130 TO THE STATION
 GW2562'ON THE LEFT.
 GW2562'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2562'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2562'SURFACE, STAMPED, 362. THE DISK IS LOCATED 9.0 FT (2.7 M) SOUTHWEST
 GW2562'OF A WITNESS POST, 30.8 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF
 GW2562'U.S. 501/S.R. 130, AND 83.0 FT (25.3 M) SOUTH OF POWER POLE NUMBER
 GW2562'54-84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2563 ***********************************************************************
 GW2563  DESIGNATION -  AMHERST 363
 GW2563  PID         -  GW2563
 GW2563  STATE/COUNTY-  VA/AMHERST
 GW2563  USGS QUAD   -  SNOWDEN (1977)
 GW2563
 GW2563                         *CURRENT SURVEY CONTROL
 GW2563  ___________________________________________________________________
 GW2563* NAD 83(1993)-  37 36 26.63124(N)    079 22 56.50607(W)     ADJUSTED  
 GW2563* NAVD 88     -       246.3    (meters)     808.     (feet)  VERTCON   
 GW2563  ___________________________________________________________________
 GW2563  X           -     932,197.526 (meters)                     COMP
 GW2563  Y           -  -4,972,687.097 (meters)                     COMP
 GW2563  Z           -   3,871,144.596 (meters)                     COMP
 GW2563  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GW2563  ELLIP HEIGHT-         214.10  (meters)          (05/17/02) GPS OBS
 GW2563  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW2563
 GW2563  HORZ ORDER  -  FIRST
 GW2563  ELLP ORDER  -  FOURTH    CLASS II
 GW2563
 GW2563.The horizontal coordinates were established by GPS observations
 GW2563.and adjusted by the National Geodetic Survey in November 1994..
 GW2563
 GW2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2563
 GW2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2563
 GW2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2563
 GW2563.The ellipsoidal height was determined by GPS observations
 GW2563.and is referenced to NAD 83.
 GW2563
 GW2563.The geoid height was determined by GEOID03.
 GW2563
 GW2563;                    North         East     Units Scale Factor Converg.
 GW2563;SPC VA S     - 1,141,754.584 3,422,093.270   MT  0.99995414   -0 32 07.9
 GW2563;SPC VA S     - 3,745,906.50 11,227,317.67   sFT  0.99995414   -0 32 07.9
 GW2563;UTM  17      - 4,163,486.622   642,782.924   MT  0.99985112   +0 59 14.4
 GW2563
 GW2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2563!SPC VA S     -   0.99996640  x   0.99995414  =   0.99992055
 GW2563!UTM  17      -   0.99996640  x   0.99985112  =   0.99981753
 GW2563
 GW2563                          SUPERSEDED SURVEY CONTROL
 GW2563
 GW2563  ELLIP H (11/14/94)  214.16   (m)                       GP(       ) 4 2
 GW2563  NAD 83(1986)-  37 36 26.63510(N)    079 22 56.51865(W) AD(       ) 1
 GW2563  NGVD 29 (07/01/93)  246.5    (m)          809.     (f) GPS OBS        
 GW2563
 GW2563.Superseded values are not recommended for survey control.
 GW2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2563.See file dsdata.txt to determine how the superseded data were derived.
 GW2563
 GW2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4278363487(NAD 83)
 GW2563_MARKER: DD = SURVEY DISK
 GW2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2563_SP_SET: CONCRETE POST
 GW2563_STAMPING: 363
 GW2563_MARK LOGO: VA-009
 GW2563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2563+STABILITY: SURFACE MOTION
 GW2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2563+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2563
 GW2563  HISTORY     - Date     Condition        Report By
 GW2563  HISTORY     - 1992     MONUMENTED       MSI
 GW2563
 GW2563                          STATION DESCRIPTION
 GW2563
 GW2563'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2563'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.8
 GW2563'MI (6.1 KM) SOUTHEAST OF THE TOWN OF GLASGOW.
 GW2563'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 130
 GW2563'PROCEED 5.5 MI (8.9 KM) SOUTH ALONG U.S. 501/S.R. 130 TO THE
 GW2563'INTERSECTION WITH S.R. 812, TURN LEFT AND TRAVEL 1.2 MI (1.9 KM)
 GW2563'NORTHEAST TO THE STATION ON THE RIGHT.
 GW2563'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2563'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2563'SURFACE, STAMPED, 363. THE DISK IS LOCATED 14.9 FT (4.5 M) SOUTH OF
 GW2563'THE CENTERLINE OF S.R. 812, 56.0 FT (17.1 M) SOUTH OF POWER POLE
 GW2563'NUMBER FO-205-SC-25, AND 158.0 FT (48.2 M) SOUTHWEST OF SOUTH GATE
 GW2563'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2564 ***********************************************************************
 GW2564  DESIGNATION -  AMHERST 364
 GW2564  PID         -  GW2564
 GW2564  STATE/COUNTY-  VA/AMHERST
 GW2564  USGS QUAD   -  BIG ISLAND (1983)
 GW2564
 GW2564                         *CURRENT SURVEY CONTROL
 GW2564  ___________________________________________________________________
 GW2564* NAD 83(1993)-  37 36 56.29342(N)    079 19 25.26858(W)     ADJUSTED  
 GW2564* NAVD 88     -       329.4    (meters)    1081.     (feet)  VERTCON   
 GW2564  ___________________________________________________________________
 GW2564  X           -     937,198.403 (meters)                     COMP
 GW2564  Y           -  -4,971,246.043 (meters)                     COMP
 GW2564  Z           -   3,871,919.786 (meters)                     COMP
 GW2564  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 GW2564  ELLIP HEIGHT-         297.22  (meters)          (05/17/02) GPS OBS
 GW2564  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW2564
 GW2564  HORZ ORDER  -  FIRST
 GW2564  ELLP ORDER  -  FOURTH    CLASS II
 GW2564
 GW2564.The horizontal coordinates were established by GPS observations
 GW2564.and adjusted by the National Geodetic Survey in November 1994..
 GW2564
 GW2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2564
 GW2564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2564
 GW2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2564
 GW2564.The ellipsoidal height was determined by GPS observations
 GW2564.and is referenced to NAD 83.
 GW2564
 GW2564.The geoid height was determined by GEOID03.
 GW2564
 GW2564;                    North         East     Units Scale Factor Converg.
 GW2564;SPC VA S     - 1,142,622.188 3,427,281.906   MT  0.99995475   -0 29 59.7
 GW2564;SPC VA S     - 3,748,752.96 11,244,340.72   sFT  0.99995475   -0 29 59.7
 GW2564;UTM  17      - 4,164,491.735   647,946.181   MT  0.99986961   +1 01 24.0
 GW2564
 GW2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2564!SPC VA S     -   0.99995336  x   0.99995475  =   0.99990811
 GW2564!UTM  17      -   0.99995336  x   0.99986961  =   0.99982298
 GW2564
 GW2564                          SUPERSEDED SURVEY CONTROL
 GW2564
 GW2564  ELLIP H (11/14/94)  297.27   (m)                       GP(       ) 4 2
 GW2564  NAD 83(1986)-  37 36 56.29791(N)    079 19 25.28091(W) AD(       ) 1
 GW2564  NGVD 29 (07/01/93)  329.6    (m)         1081.     (f) GPS OBS        
 GW2564
 GW2564.Superseded values are not recommended for survey control.
 GW2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2564.See file dsdata.txt to determine how the superseded data were derived.
 GW2564
 GW2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4794664492(NAD 83)
 GW2564_MARKER: DD = SURVEY DISK
 GW2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2564_SP_SET: CONCRETE POST
 GW2564_STAMPING: 364
 GW2564_MARK LOGO: VA-009
 GW2564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2564+STABILITY: SURFACE MOTION
 GW2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2564+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2564
 GW2564  HISTORY     - Date     Condition        Report By
 GW2564  HISTORY     - 1992     MONUMENTED       MSI
 GW2564
 GW2564                          STATION DESCRIPTION
 GW2564
 GW2564'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2564'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.8
 GW2564'MI (9.3 KM) NORTH OF THE TOWN OF BIG ISLAND.
 GW2564'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 122
 GW2564'PROCEED 1.4 MI (2.3 KM) NORTH ALONG U.S. 501 TO THE INTERSECTION WITH
 GW2564'THE BLUE RIDGE PARKWAY. TURN RIGHT AND TRAVEL 6.8 MI (10.9 KM)
 GW2564'NORTHEAST TO THE STATION ON THE RIGHT, AT THE UPPER OTTER CREEK
 GW2564'OVERLOOK.  ACCESS MAY BE SUBJECT TO APPROVAL OF PARK SERVICE.
 GW2564'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2564'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2564'STAMPED, 364. THE DISK IS LOCATED 19.7 FT (6.0 M) NORTH OF THE
 GW2564'CENTERLINE OF THE BLUE RIDGE PARKWAY, 46.2 FT (14.1 M)  SOUTHWEST OF
 GW2564'A NAIL IN A 15 INCH OAK TREE, 118.0 FT (36.0 M) SOUTHEAST OF THE
 GW2564'EASTERNMOST UPPER OTTER CREEK OVERLOOK SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2565 ***********************************************************************
 GW2565  DESIGNATION -  AMHERST 365
 GW2565  PID         -  GW2565
 GW2565  STATE/COUNTY-  VA/AMHERST
 GW2565  USGS QUAD   -  BIG ISLAND (1983)
 GW2565
 GW2565                         *CURRENT SURVEY CONTROL
 GW2565  ___________________________________________________________________
 GW2565* NAD 83(1993)-  37 36 35.22539(N)    079 17 02.88017(W)     ADJUSTED  
 GW2565* NAVD 88     -       293.2    (meters)     962.     (feet)  VERTCON   
 GW2565  ___________________________________________________________________
 GW2565  X           -     940,698.306 (meters)                     COMP
 GW2565  Y           -  -4,970,959.253 (meters)                     COMP
 GW2565  Z           -   3,871,383.145 (meters)                     COMP
 GW2565  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GW2565  ELLIP HEIGHT-         261.03  (meters)          (05/17/02) GPS OBS
 GW2565  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW2565
 GW2565  HORZ ORDER  -  FIRST
 GW2565  ELLP ORDER  -  FOURTH    CLASS II
 GW2565
 GW2565.The horizontal coordinates were established by GPS observations
 GW2565.and adjusted by the National Geodetic Survey in November 1994..
 GW2565
 GW2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2565
 GW2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2565
 GW2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2565
 GW2565.The ellipsoidal height was determined by GPS observations
 GW2565.and is referenced to NAD 83.
 GW2565
 GW2565.The geoid height was determined by GEOID03.
 GW2565
 GW2565;                    North         East     Units Scale Factor Converg.
 GW2565;SPC VA S     - 1,141,942.971 3,430,768.259   MT  0.99995432   -0 28 33.3
 GW2565;SPC VA S     - 3,746,524.56 11,255,778.86   sFT  0.99995432   -0 28 33.3
 GW2565;UTM  17      - 4,163,905.481   651,449.082   MT  0.99988253   +1 02 50.5
 GW2565
 GW2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2565!SPC VA S     -   0.99995904  x   0.99995432  =   0.99991336
 GW2565!UTM  17      -   0.99995904  x   0.99988253  =   0.99984158
 GW2565
 GW2565                          SUPERSEDED SURVEY CONTROL
 GW2565
 GW2565  ELLIP H (11/14/94)  261.08   (m)                       GP(       ) 4 2
 GW2565  NAD 83(1986)-  37 36 35.22984(N)    079 17 02.89250(W) AD(       ) 1
 GW2565  NGVD 29 (07/01/93)  293.4    (m)          963.     (f) GPS OBS        
 GW2565
 GW2565.Superseded values are not recommended for survey control.
 GW2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2565.See file dsdata.txt to determine how the superseded data were derived.
 GW2565
 GW2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5144963905(NAD 83)
 GW2565_MARKER: DD = SURVEY DISK
 GW2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2565_SP_SET: CONCRETE POST
 GW2565_STAMPING: 365
 GW2565_MARK LOGO: VA-009
 GW2565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2565+STABILITY: SURFACE MOTION
 GW2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2565+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2565
 GW2565  HISTORY     - Date     Condition        Report By
 GW2565  HISTORY     - 1992     MONUMENTED       MSI
 GW2565
 GW2565                          STATION DESCRIPTION
 GW2565
 GW2565'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2565'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.3
 GW2565'MI (3.7 KM) WEST OF THE TOWN OF PLEASENT VIEW.
 GW2565'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 635 AND S.R. 610
 GW2565'PROCEED 3.2 MI (5.1 KM) WEST ALONG S.R. 610 TO THE STATION ON THE
 GW2565'LEFT.
 GW2565'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2565'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2565'SURFACE, STAMPED, 365. THE DISK IS LOCATED 3.5 FT (1.1 M) EAST OF A
 GW2565'WITNESS POST, 7.0 FT (2.1 M) EAST OF THE FENCELINE, AND 18.5 FT
 GW2565'(5.6 M) WEST OF THE CENTERLINE OF S.R. 610.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2566 ***********************************************************************
 GW2566  DESIGNATION -  AMHERST 366
 GW2566  PID         -  GW2566
 GW2566  STATE/COUNTY-  VA/AMHERST
 GW2566  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2566
 GW2566                         *CURRENT SURVEY CONTROL
 GW2566  ___________________________________________________________________
 GW2566* NAD 83(1993)-  37 35 41.60212(N)    079 14 36.47463(W)     ADJUSTED  
 GW2566* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 GW2566  ___________________________________________________________________
 GW2566  X           -     944,412.900 (meters)                     COMP
 GW2566  Y           -  -4,971,271.876 (meters)                     COMP
 GW2566  Z           -   3,870,065.860 (meters)                     COMP
 GW2566  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 GW2566  ELLIP HEIGHT-         248.83  (meters)          (05/17/02) GPS OBS
 GW2566  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2566
 GW2566  HORZ ORDER  -  FIRST
 GW2566  ELLP ORDER  -  FOURTH    CLASS II
 GW2566
 GW2566.The horizontal coordinates were established by GPS observations
 GW2566.and adjusted by the National Geodetic Survey in November 1994..
 GW2566
 GW2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2566
 GW2566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2566
 GW2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2566
 GW2566.The ellipsoidal height was determined by GPS observations
 GW2566.and is referenced to NAD 83.
 GW2566
 GW2566.The geoid height was determined by GEOID03.
 GW2566
 GW2566;                    North         East     Units Scale Factor Converg.
 GW2566;SPC VA S     - 1,140,260.828 3,434,345.791   MT  0.99995325   -0 27 04.4
 GW2566;SPC VA S     - 3,741,005.73 11,267,516.15   sFT  0.99995325   -0 27 04.4
 GW2566;UTM  17      - 4,162,319.129   655,069.830   MT  0.99989620   +1 04 18.6
 GW2566
 GW2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2566!SPC VA S     -   0.99996095  x   0.99995325  =   0.99991421
 GW2566!UTM  17      -   0.99996095  x   0.99989620  =   0.99985716
 GW2566
 GW2566                          SUPERSEDED SURVEY CONTROL
 GW2566
 GW2566  ELLIP H (11/14/94)  248.88   (m)                       GP(       ) 4 2
 GW2566  NAD 83(1986)-  37 35 41.60696(N)    079 14 36.48680(W) AD(       ) 1
 GW2566  NGVD 29 (07/01/93)  281.2    (m)          923.     (f) GPS OBS        
 GW2566
 GW2566.Superseded values are not recommended for survey control.
 GW2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2566.See file dsdata.txt to determine how the superseded data were derived.
 GW2566
 GW2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5507062319(NAD 83)
 GW2566_MARKER: DD = SURVEY DISK
 GW2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2566_SP_SET: CONCRETE POST
 GW2566_STAMPING: 366
 GW2566_MARK LOGO: VA-009
 GW2566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2566+STABILITY: SURFACE MOTION
 GW2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2566+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2566
 GW2566  HISTORY     - Date     Condition        Report By
 GW2566  HISTORY     - 1992     MONUMENTED       MSI
 GW2566
 GW2566                          STATION DESCRIPTION
 GW2566
 GW2566'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2566'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2566'MI (1.3 KM) SOUTH OF THE TOWN OF PLEASENT VIEW.
 GW2566'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 635 AND S.R. 610
 GW2566'PROCEED 0.7 MI (1.1 KM) SOUTH ALONG S.R. 635 TO THE STATION ON THE
 GW2566'RIGHT.
 GW2566'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2566'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2566'STAMPED, 366.  THE DISK IS LOCATED 23.5 FT (7.2 M) WEST OF THE
 GW2566'CENTERLINE OF S.R. 635, 178.5 FT (54.4 M) SOUTHEAST OF POWER POLE
 GW2566'NUMBER 1039-20, AND 202.5 FT (61.7 M) NORTHEAST OF POWER POLE NUMBER
 GW2566'1039-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2567 ***********************************************************************
 GW2567  DESIGNATION -  AMHERST 367
 GW2567  PID         -  GW2567
 GW2567  STATE/COUNTY-  VA/AMHERST
 GW2567  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW2567
 GW2567                         *CURRENT SURVEY CONTROL
 GW2567  ___________________________________________________________________
 GW2567* NAD 83(1993)-  37 34 59.97186(N)    079 12 10.69377(W)     ADJUSTED  
 GW2567* NAVD 88     -       347.8    (meters)    1141.     (feet)  VERTCON   
 GW2567  ___________________________________________________________________
 GW2567  X           -     948,082.791 (meters)                     COMP
 GW2567  Y           -  -4,971,424.328 (meters)                     COMP
 GW2567  Z           -   3,869,089.608 (meters)                     COMP
 GW2567  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 GW2567  ELLIP HEIGHT-         315.75  (meters)          (05/17/02) GPS OBS
 GW2567  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2567
 GW2567  HORZ ORDER  -  FIRST
 GW2567  ELLP ORDER  -  FOURTH    CLASS II
 GW2567
 GW2567.The horizontal coordinates were established by GPS observations
 GW2567.and adjusted by the National Geodetic Survey in November 1994..
 GW2567
 GW2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2567
 GW2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2567
 GW2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2567
 GW2567.The ellipsoidal height was determined by GPS observations
 GW2567.and is referenced to NAD 83.
 GW2567
 GW2567.The geoid height was determined by GEOID03.
 GW2567
 GW2567;                    North         East     Units Scale Factor Converg.
 GW2567;SPC VA S     - 1,138,950.059 3,437,912.186   MT  0.99995247   -0 25 35.9
 GW2567;SPC VA S     - 3,736,705.32 11,279,216.90   sFT  0.99995247   -0 25 35.9
 GW2567;UTM  17      - 4,161,103.671   658,669.624   MT  0.99991011   +1 05 46.5
 GW2567
 GW2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2567!SPC VA S     -   0.99995045  x   0.99995247  =   0.99990293
 GW2567!UTM  17      -   0.99995045  x   0.99991011  =   0.99986057
 GW2567
 GW2567                          SUPERSEDED SURVEY CONTROL
 GW2567
 GW2567  ELLIP H (11/14/94)  315.81   (m)                       GP(       ) 4 2
 GW2567  NAD 83(1986)-  37 34 59.97680(N)    079 12 10.70576(W) AD(       ) 1
 GW2567  NGVD 29 (07/01/93)  348.0    (m)         1142.     (f) GPS OBS        
 GW2567
 GW2567.Superseded values are not recommended for survey control.
 GW2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2567.See file dsdata.txt to determine how the superseded data were derived.
 GW2567
 GW2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5867061104(NAD 83)
 GW2567_MARKER: DD = SURVEY DISK
 GW2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2567_SP_SET: CONCRETE POST
 GW2567_STAMPING: 367
 GW2567_MARK LOGO: VA-009
 GW2567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2567+STABILITY: SURFACE MOTION
 GW2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2567+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2567
 GW2567  HISTORY     - Date     Condition        Report By
 GW2567  HISTORY     - 1992     MONUMENTED       MSI
 GW2567
 GW2567                          STATION DESCRIPTION
 GW2567
 GW2567'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2567'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2567'MI (4.8 KM) NORTHEAST OF THE TOWN OF PEDLAR MILLS.
 GW2567'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 635 AND S.R. 643
 GW2567'PROCEED 3.5 MI (5.6 KM) NORTHEAST ALONG S.R. 643 TO THE STATION ON
 GW2567'THE LEFT.
 GW2567'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2567'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2567'SURFACE, STAMPED, 367. THE DISK IS LOCATED 20.5 FT (6.2 M) NORTH OF
 GW2567'THE CENTERLINE OF S.R. 643, 95.0 FT (29.0 M) WEST OF POWER POLE
 GW2567'NUMBER 52, AND 164.0 FT (50.0 M) EAST OF POWER POLE NUMBER 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2568 ***********************************************************************
 GW2568  DESIGNATION -  AMHERST 368
 GW2568  PID         -  GW2568
 GW2568  STATE/COUNTY-  VA/AMHERST
 GW2568  USGS QUAD   -  BUENA VISTA (1984)
 GW2568
 GW2568                         *CURRENT SURVEY CONTROL
 GW2568  ___________________________________________________________________
 GW2568* NAD 83(1993)-  37 41 01.44744(N)    079 19 55.22008(W)     ADJUSTED  
 GW2568* NAVD 88     -       733.8    (meters)    2407.     (feet)  VERTCON   
 GW2568  ___________________________________________________________________
 GW2568  X           -     935,681.088 (meters)                     COMP
 GW2568  Y           -  -4,967,159.430 (meters)                     COMP
 GW2568  Z           -   3,878,151.627 (meters)                     COMP
 GW2568  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 GW2568  ELLIP HEIGHT-         701.70  (meters)          (05/17/02) GPS OBS
 GW2568  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW2568
 GW2568  HORZ ORDER  -  FIRST
 GW2568  ELLP ORDER  -  FOURTH    CLASS II
 GW2568
 GW2568.The horizontal coordinates were established by GPS observations
 GW2568.and adjusted by the National Geodetic Survey in November 1994..
 GW2568
 GW2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2568
 GW2568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2568
 GW2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2568
 GW2568.The ellipsoidal height was determined by GPS observations
 GW2568.and is referenced to NAD 83.
 GW2568
 GW2568.The geoid height was determined by GEOID03.
 GW2568
 GW2568;                    North         East     Units Scale Factor Converg.
 GW2568;SPC VA S     - 1,150,186.240 3,426,614.026   MT  0.99996059   -0 30 17.9
 GW2568;SPC VA S     - 3,773,569.36 11,242,149.52   sFT  0.99996059   -0 30 17.9
 GW2568;UTM  17      - 4,172,034.672   647,077.439   MT  0.99986645   +1 01 11.4
 GW2568
 GW2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2568!SPC VA S     -   0.99988990  x   0.99996059  =   0.99985050
 GW2568!UTM  17      -   0.99988990  x   0.99986645  =   0.99975637
 GW2568
 GW2568                          SUPERSEDED SURVEY CONTROL
 GW2568
 GW2568  ELLIP H (11/14/94)  701.75   (m)                       GP(       ) 4 2
 GW2568  NAD 83(1986)-  37 41 01.45025(N)    079 19 55.23301(W) AD(       ) 1
 GW2568  NGVD 29 (07/01/93)  734.0    (m)         2408.     (f) GPS OBS        
 GW2568
 GW2568.Superseded values are not recommended for survey control.
 GW2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2568.See file dsdata.txt to determine how the superseded data were derived.
 GW2568
 GW2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4707772035(NAD 83)
 GW2568_MARKER: DD = SURVEY DISK
 GW2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2568_SP_SET: CONCRETE POST
 GW2568_STAMPING: 368
 GW2568_MARK LOGO: VA-009
 GW2568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2568+STABILITY: SURFACE MOTION
 GW2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2568+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2568
 GW2568  HISTORY     - Date     Condition        Report By
 GW2568  HISTORY     - 1992     MONUMENTED       MSI
 GW2568
 GW2568                          STATION DESCRIPTION
 GW2568
 GW2568'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2568'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.3
 GW2568'MI (6.9 KM) SOUTHEAST OF THE TOWN OF BUENA VISTA.
 GW2568'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND U.S. 60
 GW2568'PROCEED 4.2 MI (6.8 KM) EAST ALONG U.S. 60 TO THE INTERSECTION WITH
 GW2568'THE BLUE RIDGE PARKWAY, TURN RIGHT AND TRAVEL 5.5 MI (8.9 KM) SOUTH
 GW2568'ALONG THE PARKWAY TO THE STATION ON THE LEFT.  ACCESS MAY BE
 GW2568'CONDITIONAL TO APPROVAL BY PARK SERVICE.
 GW2568'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2568'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2568'SURFACE, STAMPED, 368. THE DISK IS LOCATED 22.8 FT (6.9 M) EAST OF
 GW2568'THE CENTERLINE OF THE PARKWAY, 51.6 FT (15.7 M) SOUTHEAST OF A NAIL
 GW2568'IN A 10 INCH MAPLE TREE, AND 87.8 FT (26.8 M) SOUTHWEST OF A NAIL IN
 GW2568'AN 8 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2569 ***********************************************************************
 GW2569  DESIGNATION -  AMHERST 369
 GW2569  PID         -  GW2569
 GW2569  STATE/COUNTY-  VA/AMHERST
 GW2569  USGS QUAD   -  BUENA VISTA (1984)
 GW2569
 GW2569                         *CURRENT SURVEY CONTROL
 GW2569  ___________________________________________________________________
 GW2569* NAD 83(1993)-  37 42 10.64199(N)    079 15 11.33224(W)     ADJUSTED  
 GW2569* NAVD 88     -       602.8    (meters)    1978.     (feet)  VERTCON   
 GW2569  ___________________________________________________________________
 GW2569  X           -     942,254.068 (meters)                     COMP
 GW2569  Y           -  -4,964,483.522 (meters)                     COMP
 GW2569  Z           -   3,879,759.843 (meters)                     COMP
 GW2569  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GW2569  ELLIP HEIGHT-         570.80  (meters)          (05/17/02) GPS OBS
 GW2569  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW2569
 GW2569  HORZ ORDER  -  FIRST
 GW2569  ELLP ORDER  -  FOURTH    CLASS II
 GW2569
 GW2569.The horizontal coordinates were established by GPS observations
 GW2569.and adjusted by the National Geodetic Survey in November 1994..
 GW2569
 GW2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2569
 GW2569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2569
 GW2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2569
 GW2569.The ellipsoidal height was determined by GPS observations
 GW2569.and is referenced to NAD 83.
 GW2569
 GW2569.The geoid height was determined by GEOID03.
 GW2569
 GW2569;                    North         East     Units Scale Factor Converg.
 GW2569;SPC VA S     - 1,152,261.013 3,433,586.433   MT  0.99996250   -0 27 25.6
 GW2569;SPC VA S     - 3,780,376.34 11,265,024.82   sFT  0.99996250   -0 27 25.6
 GW2569;UTM  17      - 4,174,294.108   653,991.583   MT  0.99989209   +1 04 06.7
 GW2569
 GW2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2569!SPC VA S     -   0.99991044  x   0.99996250  =   0.99987294
 GW2569!UTM  17      -   0.99991044  x   0.99989209  =   0.99980254
 GW2569
 GW2569                          SUPERSEDED SURVEY CONTROL
 GW2569
 GW2569  ELLIP H (11/14/94)  570.84   (m)                       GP(       ) 4 2
 GW2569  NAD 83(1986)-  37 42 10.64497(N)    079 15 11.34485(W) AD(       ) 1
 GW2569  NGVD 29 (07/01/93)  603.0    (m)         1978.     (f) GPS OBS        
 GW2569
 GW2569.Superseded values are not recommended for survey control.
 GW2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2569.See file dsdata.txt to determine how the superseded data were derived.
 GW2569
 GW2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5399274294(NAD 83)
 GW2569_MARKER: DD = SURVEY DISK
 GW2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2569_SP_SET: CONCRETE POST
 GW2569_STAMPING: 369
 GW2569_MARK LOGO: VA-009
 GW2569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2569+STABILITY: SURFACE MOTION
 GW2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2569+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2569
 GW2569  HISTORY     - Date     Condition        Report By
 GW2569  HISTORY     - 1992     MONUMENTED       MSI
 GW2569
 GW2569                          STATION DESCRIPTION
 GW2569
 GW2569'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2569'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 6.2
 GW2569'MI (10.0 KM) EAST OF THE TOWN OF BUENA VISTA.
 GW2569'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND U.S. 60
 GW2569'PROCEED 9.1 MI (14.6 KM) EAST ALONG U.S. 60 TO THE INTERSECTION WITH
 GW2569'F.R. 38, TURN RIGHT AND TRAVEL 1.45 MI (2.33 KM) SOUTH ALONG F.R. 38
 GW2569'TO THE STATION ON THE LEFT, IN A COW PASTURE, OPPOSITE A PULLOUT.
 GW2569'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2569'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2569'SURFACE, STAMPED, 369. THE DISK IS LOCATED ON A HILL, 45.1 FT
 GW2569'(13.7 M) EAST OF A WITNESS POST, 58.9 FT (18.0 M) EAST OF THE
 GW2569'CENTERLINE OF F.R. 38, AND 60.4 FT (18.4 M) SOUTHEAST OF A RAILROAD
 GW2569'SPIKE IN A 24 INCH POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2570 ***********************************************************************
 GW2570  DESIGNATION -  AMHERST 370
 GW2570  PID         -  GW2570
 GW2570  STATE/COUNTY-  VA/AMHERST
 GW2570  USGS QUAD   -  FORKS OF BUFFALO (1982)
 GW2570
 GW2570                         *CURRENT SURVEY CONTROL
 GW2570  ___________________________________________________________________
 GW2570* NAD 83(1993)-  37 40 49.75170(N)    079 13 20.56866(W)     ADJUSTED  
 GW2570* NAVD 88     -       285.9    (meters)     938.     (feet)  VERTCON   
 GW2570  ___________________________________________________________________
 GW2570  X           -     945,158.103 (meters)                     COMP
 GW2570  Y           -  -4,965,228.466 (meters)                     COMP
 GW2570  Z           -   3,877,592.488 (meters)                     COMP
 GW2570  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 GW2570  ELLIP HEIGHT-         253.88  (meters)          (05/17/02) GPS OBS
 GW2570  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2570
 GW2570  HORZ ORDER  -  FIRST
 GW2570  ELLP ORDER  -  FOURTH    CLASS II
 GW2570
 GW2570.The horizontal coordinates were established by GPS observations
 GW2570.and adjusted by the National Geodetic Survey in November 1994..
 GW2570
 GW2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2570
 GW2570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2570
 GW2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2570
 GW2570.The ellipsoidal height was determined by GPS observations
 GW2570.and is referenced to NAD 83.
 GW2570
 GW2570.The geoid height was determined by GEOID03.
 GW2570
 GW2570;                    North         East     Units Scale Factor Converg.
 GW2570;SPC VA S     - 1,149,746.072 3,436,280.429   MT  0.99996028   -0 26 18.3
 GW2570;SPC VA S     - 3,772,125.24 11,273,863.37   sFT  0.99996028   -0 26 18.3
 GW2570;UTM  17      - 4,171,851.931   656,751.398   MT  0.99990265   +1 05 12.5
 GW2570
 GW2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2570!SPC VA S     -   0.99996016  x   0.99996028  =   0.99992044
 GW2570!UTM  17      -   0.99996016  x   0.99990265  =   0.99986282
 GW2570
 GW2570                          SUPERSEDED SURVEY CONTROL
 GW2570
 GW2570  ELLIP H (11/14/94)  253.93   (m)                       GP(       ) 4 2
 GW2570  NAD 83(1986)-  37 40 49.75534(N)    079 13 20.58117(W) AD(       ) 1
 GW2570  NGVD 29 (07/01/93)  286.1    (m)          939.     (f) GPS OBS        
 GW2570
 GW2570.Superseded values are not recommended for survey control.
 GW2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2570.See file dsdata.txt to determine how the superseded data were derived.
 GW2570
 GW2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5675171852(NAD 83)
 GW2570_MARKER: DD = SURVEY DISK
 GW2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2570_SP_SET: CONCRETE POST
 GW2570_STAMPING: 370
 GW2570_MARK LOGO: VA-009
 GW2570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2570+STABILITY: SURFACE MOTION
 GW2570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2570+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2570
 GW2570  HISTORY     - Date     Condition        Report By
 GW2570  HISTORY     - 1992     MONUMENTED       MSI
 GW2570
 GW2570                          STATION DESCRIPTION
 GW2570
 GW2570'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2570'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2570'MI (1.3 KM) NORTHWEST OF THE TOWN OF DODDS STORE.
 GW2570'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND S.R. 635
 GW2570'(SOUTH), PROCEED 0.8 MI (1.3 KM) NORTHWEST ALONG U.S. 60 TO THE
 GW2570'INTERSECTION WITH S.R. 635 (NORTH) AND THE STATION ON THE RIGHT IN
 GW2570'THE NORTHEAST CORNER OF THE INTERSECTION AT THE BUFFALO RIVER.
 GW2570'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2570'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2570'SURFACE, STAMPED, 370. THE DISK IS LOCATED 3.5 FT (1.1 M) WEST OF A
 GW2570'WITNESS POST, 21.5 FT (6.6 M) SOUTHEAST OF THE CENTERLINE OF S.R.
 GW2570'635, 42.7 FT (13.0 M) NORTH OF THE CENTERLINE OF U.S. ROUTE 60, AND
 GW2570'100 FT. (30.5 M) NORTHWEST OF THE NORTHWEST END OF A GUARDRAIL ON THE
 GW2570'NORTH SIDE OF BRIDGE CROSSING THE BUFFALO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2571 ***********************************************************************
 GW2571  DESIGNATION -  AMHERST 372
 GW2571  PID         -  GW2571
 GW2571  STATE/COUNTY-  VA/AMHERST
 GW2571  USGS QUAD   -  FORKS OF BUFFALO (1982)
 GW2571
 GW2571                         *CURRENT SURVEY CONTROL
 GW2571  ___________________________________________________________________
 GW2571* NAD 83(1993)-  37 39 31.56969(N)    079 08 43.43075(W)     ADJUSTED  
 GW2571* NAVD 88     -       210.7    (meters)     691.     (feet)  VERTCON   
 GW2571  ___________________________________________________________________
 GW2571  X           -     952,094.729 (meters)                     COMP
 GW2571  Y           -  -4,965,342.286 (meters)                     COMP
 GW2571  Z           -   3,875,638.497 (meters)                     COMP
 GW2571  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GW2571  ELLIP HEIGHT-         178.64  (meters)          (05/17/02) GPS OBS
 GW2571  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2571
 GW2571  HORZ ORDER  -  FIRST
 GW2571  ELLP ORDER  -  FOURTH    CLASS II
 GW2571
 GW2571.The horizontal coordinates were established by GPS observations
 GW2571.and adjusted by the National Geodetic Survey in November 1994..
 GW2571
 GW2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2571
 GW2571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2571
 GW2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2571
 GW2571.The ellipsoidal height was determined by GPS observations
 GW2571.and is referenced to NAD 83.
 GW2571
 GW2571.The geoid height was determined by GEOID03.
 GW2571
 GW2571;                    North         East     Units Scale Factor Converg.
 GW2571;SPC VA S     - 1,147,286.634 3,443,054.319   MT  0.99995829   -0 23 30.1
 GW2571;SPC VA S     - 3,764,056.23 11,296,087.38   sFT  0.99995829   -0 23 30.1
 GW2571;UTM  17      - 4,169,573.754   663,588.051   MT  0.99992963   +1 08 00.0
 GW2571
 GW2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2571!SPC VA S     -   0.99997197  x   0.99995829  =   0.99993026
 GW2571!UTM  17      -   0.99997197  x   0.99992963  =   0.99990160
 GW2571
 GW2571                          SUPERSEDED SURVEY CONTROL
 GW2571
 GW2571  ELLIP H (11/14/94)  178.69   (m)                       GP(       ) 4 2
 GW2571  NAD 83(1986)-  37 39 31.57428(N)    079 08 43.44236(W) AD(       ) 1
 GW2571  NGVD 29 (07/01/93)  210.9    (m)          692.     (f) GPS OBS        
 GW2571
 GW2571.Superseded values are not recommended for survey control.
 GW2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2571.See file dsdata.txt to determine how the superseded data were derived.
 GW2571
 GW2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6358869574(NAD 83)
 GW2571_MARKER: DD = SURVEY DISK
 GW2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2571_SP_SET: CONCRETE POST
 GW2571_STAMPING: 372
 GW2571_MARK LOGO: VA-009
 GW2571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2571+STABILITY: SURFACE MOTION
 GW2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2571+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2571
 GW2571  HISTORY     - Date     Condition        Report By
 GW2571  HISTORY     - 1992     MONUMENTED       MSI
 GW2571
 GW2571                          STATION DESCRIPTION
 GW2571
 GW2571'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2571'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.8
 GW2571'MI (6.1 KM) EAST OF THE TOWN OF DODDS STORE.
 GW2571'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND S.R. 635
 GW2571'(SOUTH), PROCEED 4.0 MI (6.4 KM) EAST ON U.S. 60 TO THE STATION ON
 GW2571'THE LEFT, NEAR THE BRIDGE OVER THE BUFFALO RIVER.
 GW2571'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2571'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2571'SURFACE, STAMPED, 372. THE DISK IS LOCATED 2.5 FT (0.8 M) SOUTH OF
 GW2571'A WITNESS POST, 16.0 FT (4.9 M) NORTH OF THE CENTERLINE OF U.S. 60,
 GW2571'AND 163.5 FT. (49.8 M) WEST OF THE NORTHWEST CORNER OF A BRIDGE
 GW2571'CROSSING THE BUFFALO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2572 ***********************************************************************
 GW2572  DESIGNATION -  AMHERST 373
 GW2572  PID         -  GW2572
 GW2572  STATE/COUNTY-  VA/AMHERST
 GW2572  USGS QUAD   -  BUENA VISTA (1984)
 GW2572
 GW2572                         *CURRENT SURVEY CONTROL
 GW2572  ___________________________________________________________________
 GW2572* NAD 83(1993)-  37 44 29.15704(N)    079 18 06.88705(W)     ADJUSTED  
 GW2572* NAVD 88     -       700.5    (meters)    2298.     (feet)  VERTCON   
 GW2572  ___________________________________________________________________
 GW2572  X           -     937,557.640 (meters)                     COMP
 GW2572  Y           -  -4,962,791.874 (meters)                     COMP
 GW2572  Z           -   3,883,197.848 (meters)                     COMP
 GW2572  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 GW2572  ELLIP HEIGHT-         668.43  (meters)          (05/17/02) GPS OBS
 GW2572  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2572
 GW2572  HORZ ORDER  -  FIRST
 GW2572  ELLP ORDER  -  FOURTH    CLASS II
 GW2572
 GW2572.The horizontal coordinates were established by GPS observations
 GW2572.and adjusted by the National Geodetic Survey in November 1994..
 GW2572
 GW2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2572
 GW2572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2572
 GW2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2572
 GW2572.The ellipsoidal height was determined by GPS observations
 GW2572.and is referenced to NAD 83.
 GW2572
 GW2572.The geoid height was determined by GEOID03.
 GW2572
 GW2572;                    North         East     Units Scale Factor Converg.
 GW2572;SPC VA S     - 1,156,566.668 3,429,322.626   MT  0.99996665   -0 29 12.1
 GW2572;SPC VA S     - 3,794,502.48 11,251,035.98   sFT  0.99996665   -0 29 12.1
 GW2572;UTM  17      - 4,178,484.353   649,614.982   MT  0.99987572   +1 02 22.5
 GW2572
 GW2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2572!SPC VA S     -   0.99989512  x   0.99996665  =   0.99986178
 GW2572!UTM  17      -   0.99989512  x   0.99987572  =   0.99977085
 GW2572
 GW2572                          SUPERSEDED SURVEY CONTROL
 GW2572
 GW2572  ELLIP H (09/08/95)  668.49   (m)                       GP(       ) 4 2
 GW2572  ELLIP H (11/14/94)  668.46   (m)                       GP(       ) 4 2
 GW2572  NAD 83(1986)-  37 44 29.15940(N)    079 18 06.89999(W) AD(       ) 1
 GW2572  NGVD 29 (07/01/93)  700.7    (m)         2299.     (f) GPS OBS        
 GW2572
 GW2572.Superseded values are not recommended for survey control.
 GW2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2572.See file dsdata.txt to determine how the superseded data were derived.
 GW2572
 GW2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4961578484(NAD 83)
 GW2572_MARKER: DD = SURVEY DISK
 GW2572_SETTING: 66 = SET IN ROCK OUTCROP
 GW2572_SP_SET: ROCK OUTCROP
 GW2572_STAMPING: 373
 GW2572_MARK LOGO: VA-009
 GW2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2572+STABILITY: POSITION/ELEVATION WELL
 GW2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2572+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2572
 GW2572  HISTORY     - Date     Condition        Report By
 GW2572  HISTORY     - 1992     MONUMENTED       MSI
 GW2572
 GW2572                          STATION DESCRIPTION
 GW2572
 GW2572'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2572'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 2.8
 GW2572'MI (4.5 KM) EAST OF THE TOWN OF BUENA VISTA.
 GW2572'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 501,
 GW2572'PROCEED 4.2 MI (6.8 KM) EAST ALONG U.S. 60 TO THE INTERSECTION WITH
 GW2572'THE BLUE RIDGE PARKWAY ENTRANCE AND THE STATION ON THE LEFT AT
 GW2572'ENTRANCE RAMP TO THE PARKWAY. ACCESS MAY BE CONDITIONAL TO APPROVAL
 GW2572'BY THE PARK SERVICE.
 GW2572'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2572'TOP OF A ROCK OUTCROP APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2572'STAMPED, 373. THE DISK IS LOCATED 37.0 FT (11.3 M) SOUTH OF OF THE
 GW2572'CENTERLINE OF THE ENTRANCE RAMP TO THE PARKWAY, 91.0 FT (27.7 M)
 GW2572'NORTHEAST OF EASTERNMOST SIGN POST FOR THE BLUE RIDGE PARKWAY, AND
 GW2572'101.0 SOUTHEAST OF THE SOUTHERNMOST GATE POST AT PARKWAY ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2573 ***********************************************************************
 GW2573  DESIGNATION -  AMHERST 374
 GW2573  PID         -  GW2573
 GW2573  STATE/COUNTY-  VA/AMHERST
 GW2573  USGS QUAD   -  BUENA VISTA (1984)
 GW2573
 GW2573                         *CURRENT SURVEY CONTROL
 GW2573  ___________________________________________________________________
 GW2573* NAD 83(1993)-  37 44 38.98446(N)    079 16 22.88970(W)     ADJUSTED  
 GW2573* NAVD 88     -       510.2    (meters)    1674.     (feet)  VERTCON   
 GW2573  ___________________________________________________________________
 GW2573  X           -     939,997.208 (meters)                     COMP
 GW2573  Y           -  -4,961,988.509 (meters)                     COMP
 GW2573  Z           -   3,883,321.032 (meters)                     COMP
 GW2573  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 GW2573  ELLIP HEIGHT-         478.22  (meters)          (05/17/02) GPS OBS
 GW2573  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2573
 GW2573  HORZ ORDER  -  FIRST
 GW2573  ELLP ORDER  -  FOURTH    CLASS II
 GW2573
 GW2573.The horizontal coordinates were established by GPS observations
 GW2573.and adjusted by the National Geodetic Survey in November 1994..
 GW2573
 GW2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2573
 GW2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2573
 GW2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2573
 GW2573.The ellipsoidal height was determined by GPS observations
 GW2573.and is referenced to NAD 83.
 GW2573
 GW2573.The geoid height was determined by GEOID03.
 GW2573
 GW2573;                    North         East     Units Scale Factor Converg.
 GW2573;SPC VA S     - 1,156,848.399 3,431,871.134   MT  0.99996696   -0 28 09.0
 GW2573;SPC VA S     - 3,795,426.79 11,259,397.21   sFT  0.99996696   -0 28 09.0
 GW2573;UTM  17      - 4,178,833.839   652,154.862   MT  0.99988516   +1 03 26.5
 GW2573
 GW2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2573!SPC VA S     -   0.99992496  x   0.99996696  =   0.99989193
 GW2573!UTM  17      -   0.99992496  x   0.99988516  =   0.99981013
 GW2573
 GW2573                          SUPERSEDED SURVEY CONTROL
 GW2573
 GW2573  ELLIP H (11/14/94)  478.26   (m)                       GP(       ) 4 2
 GW2573  NAD 83(1986)-  37 44 38.98719(N)    079 16 22.90253(W) AD(       ) 1
 GW2573  NGVD 29 (07/01/93)  510.4    (m)         1675.     (f) GPS OBS        
 GW2573
 GW2573.Superseded values are not recommended for survey control.
 GW2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2573.See file dsdata.txt to determine how the superseded data were derived.
 GW2573
 GW2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5215578834(NAD 83)
 GW2573_MARKER: DD = SURVEY DISK
 GW2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2573_SP_SET: CONCRETE POST
 GW2573_STAMPING: 374
 GW2573_MARK LOGO: VA-009
 GW2573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2573+STABILITY: SURFACE MOTION
 GW2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2573+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2573
 GW2573  HISTORY     - Date     Condition        Report By
 GW2573  HISTORY     - 1992     MONUMENTED       MSI
 GW2573
 GW2573                          STATION DESCRIPTION
 GW2573
 GW2573'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2573'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.2
 GW2573'MI (6.8 KM) EAST OF THE TOWN OF BUENA VISTA.
 GW2573'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 501,
 GW2573'PROCEED 6.7 MI (10.8 KM) EAST ALONG U.S. 60 TO THE  STATION ON THE
 GW2573'RIGHT IN FRONT OF A CONVERTED MOTEL.
 GW2573'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2573'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2573'SURFACE, STAMPED, 374. THE DISK IS LOCATED 22.0 FT (6.7 M) SOUTH OF
 GW2573'THE CENTERLINE OF U.S. 60, 71.3 FT (21.7 M) NORTHEAST OF THE
 GW2573'NORTHEASTERN CORNER OF THE MAIN BUILDING, AND 137.0 FT (41.8 M)
 GW2573'SOUTHWEST OF THE WEST END OF A GUARD RAIL ON THE SOUTH SIDE OF U.S.
 GW2573'60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2574 ***********************************************************************
 GW2574  DESIGNATION -  AMHERST 375
 GW2574  PID         -  GW2574
 GW2574  STATE/COUNTY-  VA/AMHERST
 GW2574  USGS QUAD   -  MONTEBELLO (1985)
 GW2574
 GW2574                         *CURRENT SURVEY CONTROL
 GW2574  ___________________________________________________________________
 GW2574* NAD 83(1993)-  37 45 34.64059(N)    079 11 44.57312(W)     ADJUSTED  
 GW2574* NAVD 88     -      1066.7    (meters)    3500.     (feet)  VERTCON   
 GW2574  ___________________________________________________________________
 GW2574  X           -     946,577.194 (meters)                     COMP
 GW2574  Y           -  -4,960,115.907 (meters)                     COMP
 GW2574  Z           -   3,885,018.750 (meters)                     COMP
 GW2574  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 GW2574  ELLIP HEIGHT-        1034.89  (meters)          (05/17/02) GPS OBS
 GW2574  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2574
 GW2574  HORZ ORDER  -  FIRST
 GW2574  ELLP ORDER  -  FOURTH    CLASS II
 GW2574
 GW2574.The horizontal coordinates were established by GPS observations
 GW2574.and adjusted by the National Geodetic Survey in November 1994..
 GW2574
 GW2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2574
 GW2574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2574
 GW2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2574
 GW2574.The ellipsoidal height was determined by GPS observations
 GW2574.and is referenced to NAD 83.
 GW2574
 GW2574.The geoid height was determined by GEOID03.
 GW2574
 GW2574;                    North         East     Units Scale Factor Converg.
 GW2574;SPC VA S     - 1,158,511.231 3,438,697.212   MT  0.99996876   -0 25 20.1
 GW2574;SPC VA S     - 3,800,882.26 11,281,792.44   sFT  0.99996876   -0 25 20.1
 GW2574;UTM  17      - 4,180,677.844   658,933.733   MT  0.99991113   +1 06 18.3
 GW2574
 GW2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2574!SPC VA S     -   0.99983763  x   0.99996876  =   0.99980640
 GW2574!UTM  17      -   0.99983763  x   0.99991113  =   0.99974878
 GW2574
 GW2574                          SUPERSEDED SURVEY CONTROL
 GW2574
 GW2574  ELLIP H (11/14/94) 1034.91   (m)                       GP(       ) 4 2
 GW2574  NAD 83(1986)-  37 45 34.64384(N)    079 11 44.58554(W) AD(       ) 1
 GW2574  NGVD 29 (07/01/93) 1066.9    (m)         3500.     (f) GPS OBS        
 GW2574
 GW2574.Superseded values are not recommended for survey control.
 GW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2574.See file dsdata.txt to determine how the superseded data were derived.
 GW2574
 GW2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5893480678(NAD 83)
 GW2574_MARKER: DD = SURVEY DISK
 GW2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2574_SP_SET: CONCRETE POST
 GW2574_STAMPING: 375
 GW2574_MARK LOGO: VA-009
 GW2574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2574+STABILITY: SURFACE MOTION
 GW2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2574+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2574
 GW2574  HISTORY     - Date     Condition        Report By
 GW2574  HISTORY     - 1992     MONUMENTED       MSI
 GW2574
 GW2574                          STATION DESCRIPTION
 GW2574
 GW2574'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2574'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 8.9
 GW2574'MI (14.3 KM) NORTHEAST OF THE TOWN OF BUENA VISTA.
 GW2574'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND THE BLUE
 GW2574'RIDGE PARKWAY, PROCEED 8.2 MI (13.2 KM) EAST ALONG U.S. 60 TO THE
 GW2574'INTERSECTION WITH S.R. 634. TURN LEFT HEADING NORTHEAST ALONG S.R.634
 GW2574'FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH S.R. 755 (F.R. 48). BEAR
 GW2574'RIGHT ONTO S.R. 755 (F.R. 48) CONTINUING EAST FOR 2.9 MI (4.7 KM) AND
 GW2574'THE STATION ON THE LEFT JUST WEST OF THE APPALACHIAN TRAIL CROSSING.
 GW2574'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2574'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2574'STAMPED, 375. THE DISK IS LOCATED 2.8 FT (0.9 M) SOUTH OF A WITNESS
 GW2574'POST, 12.1 FT (3.7 M) NORTH OF THE CENTERLINE OF F.R. 48, AND 141.4
 GW2574'FT (43.1 M) NORTHWEST OF AN APPALACHIAN TRAIL SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2575 ***********************************************************************
 GW2575  DESIGNATION -  AMHERST 376
 GW2575  PID         -  GW2575
 GW2575  STATE/COUNTY-  VA/AMHERST
 GW2575  USGS QUAD   -  FORKS OF BUFFALO (1982)
 GW2575
 GW2575                         *CURRENT SURVEY CONTROL
 GW2575  ___________________________________________________________________
 GW2575* NAD 83(1993)-  37 43 21.30981(N)    079 12 00.94910(W)     ADJUSTED  
 GW2575* NAVD 88     -       481.6    (meters)    1580.     (feet)  VERTCON   
 GW2575  ___________________________________________________________________
 GW2575  X           -     946,568.198 (meters)                     COMP
 GW2575  Y           -  -4,962,208.313 (meters)                     COMP
 GW2575  Z           -   3,881,409.454 (meters)                     COMP
 GW2575  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GW2575  ELLIP HEIGHT-         449.65  (meters)          (05/17/02) GPS OBS
 GW2575  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2575
 GW2575  HORZ ORDER  -  FIRST
 GW2575  ELLP ORDER  -  FOURTH    CLASS II
 GW2575
 GW2575.The horizontal coordinates were established by GPS observations
 GW2575.and adjusted by the National Geodetic Survey in November 1994..
 GW2575
 GW2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2575
 GW2575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2575
 GW2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2575
 GW2575.The ellipsoidal height was determined by GPS observations
 GW2575.and is referenced to NAD 83.
 GW2575
 GW2575.The geoid height was determined by GEOID03.
 GW2575
 GW2575;                    North         East     Units Scale Factor Converg.
 GW2575;SPC VA S     - 1,154,403.724 3,438,265.904   MT  0.99996456   -0 25 30.0
 GW2575;SPC VA S     - 3,787,406.22 11,280,377.39   sFT  0.99996456   -0 25 30.0
 GW2575;UTM  17      - 4,176,560.535   658,612.043   MT  0.99990988   +1 06 05.0
 GW2575
 GW2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2575!SPC VA S     -   0.99992945  x   0.99996456  =   0.99989401
 GW2575!UTM  17      -   0.99992945  x   0.99990988  =   0.99983933
 GW2575
 GW2575                          SUPERSEDED SURVEY CONTROL
 GW2575
 GW2575  ELLIP H (11/14/94)  449.69   (m)                       GP(       ) 4 2
 GW2575  NAD 83(1986)-  37 43 21.31324(N)    079 12 00.96132(W) AD(       ) 1
 GW2575  NGVD 29 (07/01/93)  481.8    (m)         1581.     (f) GPS OBS        
 GW2575
 GW2575.Superseded values are not recommended for survey control.
 GW2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2575.See file dsdata.txt to determine how the superseded data were derived.
 GW2575
 GW2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5861276561(NAD 83)
 GW2575_MARKER: DD = SURVEY DISK
 GW2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2575_SP_SET: CONCRETE POST
 GW2575_STAMPING: 376
 GW2575_MARK LOGO: VA-009
 GW2575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2575+STABILITY: SURFACE MOTION
 GW2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2575+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2575
 GW2575  HISTORY     - Date     Condition        Report By
 GW2575  HISTORY     - 1992     MONUMENTED       MSI
 GW2575
 GW2575                          STATION DESCRIPTION
 GW2575
 GW2575'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2575'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 3.8
 GW2575'MI (6.1 KM) NORTH OF THE TOWN OF DODDS STORE.
 GW2575'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND S.R. 635
 GW2575'(SOUTH), PROCEED 0.8 MI (1.3 KM) NORTHWEST ON U.S. 60 TO THE
 GW2575'INTERSECTION WITH S.R. 635 (NORTH). TURN RIGHT AND PROCEED NORTH ON
 GW2575'S.R. 635 (NORTH) 3.8 MI (6.1 KM) TO THE STATION ON THE RIGHT, JUST
 GW2575'SOUTH OF A CREEK CROSSING.
 GW2575'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2575'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2575'STAMPED, 376. THE DISK IS LOCATED 1.5 FT (0.5 M) WEST OF A WITNESS
 GW2575'POST, 35.5 FT (10.8 M) EAST OF THE CENTERLINE OF S.R. 635, 99.0 FT
 GW2575'(30.2 M) SOUTH OF POWER POLE NO. A698-69, AND 160.0 FT (48.8 M)
 GW2575'NORTHWEST OF POWER POLE NO. A698-68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2576 ***********************************************************************
 GW2576  DESIGNATION -  AMHERST 377
 GW2576  PID         -  GW2576
 GW2576  STATE/COUNTY-  VA/AMHERST
 GW2576  USGS QUAD   -  PINEY RIVER (1984)
 GW2576
 GW2576                         *CURRENT SURVEY CONTROL
 GW2576  ___________________________________________________________________
 GW2576* NAD 83(1993)-  37 44 12.38197(N)    079 07 23.76199(W)     ADJUSTED  
 GW2576* NAVD 88     -       361.3    (meters)    1185.     (feet)  VERTCON   
 GW2576  ___________________________________________________________________
 GW2576  X           -     953,035.982 (meters)                     COMP
 GW2576  Y           -  -4,959,892.093 (meters)                     COMP
 GW2576  Z           -   3,882,581.308 (meters)                     COMP
 GW2576  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 GW2576  ELLIP HEIGHT-         329.40  (meters)          (05/17/02) GPS OBS
 GW2576  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2576
 GW2576  HORZ ORDER  -  FIRST
 GW2576  ELLP ORDER  -  FOURTH    CLASS II
 GW2576
 GW2576.The horizontal coordinates were established by GPS observations
 GW2576.and adjusted by the National Geodetic Survey in November 1994..
 GW2576
 GW2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2576
 GW2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2576
 GW2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2576
 GW2576.The ellipsoidal height was determined by GPS observations
 GW2576.and is referenced to NAD 83.
 GW2576
 GW2576.The geoid height was determined by GEOID03.
 GW2576
 GW2576;                    North         East     Units Scale Factor Converg.
 GW2576;SPC VA S     - 1,155,930.655 3,445,064.073   MT  0.99996612   -0 22 41.8
 GW2576;SPC VA S     - 3,792,415.82 11,302,681.05   sFT  0.99996612   -0 22 41.8
 GW2576;UTM  17      - 4,178,267.982   665,366.831   MT  0.99993683   +1 08 56.0
 GW2576
 GW2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2576!SPC VA S     -   0.99994831  x   0.99996612  =   0.99991444
 GW2576!UTM  17      -   0.99994831  x   0.99993683  =   0.99988515
 GW2576
 GW2576                          SUPERSEDED SURVEY CONTROL
 GW2576
 GW2576  ELLIP H (11/14/94)  329.48   (m)                       GP(       ) 4 2
 GW2576  NAD 83(1986)-  37 44 12.38611(N)    079 07 23.77350(W) AD(       ) 1
 GW2576  NGVD 29 (07/01/93)  361.5    (m)         1186.     (f) GPS OBS        
 GW2576
 GW2576.Superseded values are not recommended for survey control.
 GW2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2576.See file dsdata.txt to determine how the superseded data were derived.
 GW2576
 GW2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6536778268(NAD 83)
 GW2576_MARKER: DD = SURVEY DISK
 GW2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2576_SP_SET: CONCRETE POST
 GW2576_STAMPING: 377
 GW2576_MARK LOGO: VA-009
 GW2576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2576+STABILITY: SURFACE MOTION
 GW2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2576+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2576
 GW2576  HISTORY     - Date     Condition        Report By
 GW2576  HISTORY     - 1992     MONUMENTED       MSI
 GW2576
 GW2576                          STATION DESCRIPTION
 GW2576
 GW2576'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2576'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.6
 GW2576'MI (2.6 KM) NORTHWEST OF THE TOWN OF LOWESVILLE.
 GW2576'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 778 AND S.R. 666,
 GW2576'PROCEED 1.0 MI (1.6 KM) SOUTH ALONG S.R. 778 TO THE INTERSECTION WITH
 GW2576'S.R. 621. TURN RIGHT ONTO S.R. 621 HEADING NORTHWEST FOR 2.8 MI
 GW2576'(4.5 KM) TO THE INTERSECTION WITH S.R. 625. TURN RIGHT CONTINUING ON
 GW2576'S.R. 621 1.6 MI (2.6 KM) NORTH TO THE STATION ON THE RIGHT, LOCATED
 GW2576'IN FRONT OF A HOUSE.
 GW2576'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2576'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2576'STAMPED, 377. THE DISK IS LOCATED 13.7 FT (4.2 M) NORTHEAST OF THE
 GW2576'CENTERLINE OF S.R. 621, 15.5 FT (4.7 M) WEST OF A FENCE CORNER, 18.7
 GW2576'FT (5.7 M) SOUTHWEST OF A TELEPHONE PEDESTAL NO. 185-70, AND 84.5 FT
 GW2576'(25.8 M) SOUTH OF A POWER POLE NO. AR82 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2577 ***********************************************************************
 GW2577  DESIGNATION -  AMHERST 378
 GW2577  PID         -  GW2577
 GW2577  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2577  USGS QUAD   -  CORNWALL (1986)
 GW2577
 GW2577                         *CURRENT SURVEY CONTROL
 GW2577  ___________________________________________________________________
 GW2577* NAD 83(1993)-  37 47 14.67837(N)    079 16 13.92016(W)     ADJUSTED  
 GW2577* NAVD 88     -       748.4    (meters)    2455.     (feet)  VERTCON   
 GW2577  ___________________________________________________________________
 GW2577  X           -     939,700.669 (meters)                     COMP
 GW2577  Y           -  -4,959,243.910 (meters)                     COMP
 GW2577  Z           -   3,887,261.919 (meters)                     COMP
 GW2577  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 GW2577  ELLIP HEIGHT-         716.38  (meters)          (05/17/02) GPS OBS
 GW2577  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW2577
 GW2577  HORZ ORDER  -  FIRST
 GW2577  ELLP ORDER  -  FOURTH    CLASS II
 GW2577
 GW2577.The horizontal coordinates were established by GPS observations
 GW2577.and adjusted by the National Geodetic Survey in November 1994..
 GW2577
 GW2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2577
 GW2577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2577
 GW2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2577
 GW2577.The ellipsoidal height was determined by GPS observations
 GW2577.and is referenced to NAD 83.
 GW2577
 GW2577.The geoid height was determined by GEOID03.
 GW2577
 GW2577;                    North         East     Units Scale Factor Converg.
 GW2577;SPC VA S     - 1,161,646.516 3,432,129.894   MT  0.99997220   -0 28 03.6
 GW2577;SPC VA S     - 3,811,168.61 11,260,246.16   sFT  0.99997220   -0 28 03.6
 GW2577;SPC VA N     - 2,013,687.304 3,432,124.487   MT  1.00005249   -0 28 51.3
 GW2577;SPC VA N     - 6,606,572.43 11,260,228.42   sFT  1.00005249   -0 28 51.3
 GW2577;UTM  17      - 4,183,636.744   652,285.655   MT  0.99988564   +1 03 35.7
 GW2577
 GW2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2577!SPC VA S     -   0.99988760  x   0.99997220  =   0.99985980
 GW2577!SPC VA N     -   0.99988760  x   1.00005249  =   0.99994008
 GW2577!UTM  17      -   0.99988760  x   0.99988564  =   0.99977325
 GW2577
 GW2577                          SUPERSEDED SURVEY CONTROL
 GW2577
 GW2577  ELLIP H (09/08/95)  716.42   (m)                       GP(       ) 4 2
 GW2577  ELLIP H (11/14/94)  716.41   (m)                       GP(       ) 4 2
 GW2577  NAD 83(1986)-  37 47 14.68084(N)    079 16 13.93310(W) AD(       ) 1
 GW2577  NGVD 29 (07/01/93)  748.5    (m)         2456.     (f) GPS OBS        
 GW2577
 GW2577.Superseded values are not recommended for survey control.
 GW2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2577.See file dsdata.txt to determine how the superseded data were derived.
 GW2577
 GW2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5228683637(NAD 83)
 GW2577_MARKER: DD = SURVEY DISK
 GW2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2577_SP_SET: CONCRETE POST
 GW2577_STAMPING: 378
 GW2577_MARK LOGO: VA-009
 GW2577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2577+STABILITY: SURFACE MOTION
 GW2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2577+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2577
 GW2577  HISTORY     - Date     Condition        Report By
 GW2577  HISTORY     - 1992     MONUMENTED       MSI
 GW2577
 GW2577                          STATION DESCRIPTION
 GW2577
 GW2577'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2577'THE STATION IS LOCATED IN ROCKBRIDGE COUNTY, VIRGINIA, APPROXIMATELY
 GW2577'6.0 MI (9.7 KM) NORTHEAST OF THE TOWN OF BUENA VISTA.
 GW2577'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND THE BLUE
 GW2577'RIDGE PARKWAY, PROCEED 3.7 MI (6.0 KM) NORTHEAST ALONG THE PARKWAY TO
 GW2577'THE STATION ON THE LEFT IN THE GRASS SHOULDER.  ACCESS MAY BE
 GW2577'CONDITIONAL TO APPROVAL BY PARK SERVICE.
 GW2577'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2577'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2577'SURFACE, STAMPED, 378. THE DISK IS LOCATED 24.0 FT (7.3 M) WEST OF
 GW2577'THE CENTERLINE OF THE PARKWAY, 55.6 FT (16.9 M) NORTH OF A 18 OAK
 GW2577'TREE, AND 80.2 FT (24.4 M) SOUTHWEST OF THE END OF AN ASPHALT DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2578 ***********************************************************************
 GW2578  DESIGNATION -  AMHERST 379
 GW2578  PID         -  GW2578
 GW2578  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2578  USGS QUAD   -  MONTEBELLO (1985)
 GW2578
 GW2578                         *CURRENT SURVEY CONTROL
 GW2578  ___________________________________________________________________
 GW2578* NAD 83(1993)-  37 47 56.64194(N)    079 13 04.13302(W)     ADJUSTED  
 GW2578* NAVD 88     -       696.5    (meters)    2285.     (feet)  VERTCON   
 GW2578  ___________________________________________________________________
 GW2578  X           -     944,107.346 (meters)                     COMP
 GW2578  Y           -  -4,957,558.043 (meters)                     COMP
 GW2578  Z           -   3,888,252.687 (meters)                     COMP
 GW2578  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 GW2578  ELLIP HEIGHT-         664.60  (meters)          (05/17/02) GPS OBS
 GW2578  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2578
 GW2578  HORZ ORDER  -  FIRST
 GW2578  ELLP ORDER  -  FOURTH    CLASS II
 GW2578
 GW2578.The horizontal coordinates were established by GPS observations
 GW2578.and adjusted by the National Geodetic Survey in November 1994..
 GW2578
 GW2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2578
 GW2578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2578
 GW2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2578
 GW2578.The ellipsoidal height was determined by GPS observations
 GW2578.and is referenced to NAD 83.
 GW2578
 GW2578.The geoid height was determined by GEOID03.
 GW2578
 GW2578;                    North         East     Units Scale Factor Converg.
 GW2578;SPC VA S     - 1,162,903.629 3,436,783.202   MT  0.99997371   -0 26 08.4
 GW2578;SPC VA S     - 3,815,292.99 11,275,512.89   sFT  0.99997371   -0 26 08.4
 GW2578;SPC VA N     - 2,014,943.476 3,436,778.439   MT  1.00004959   -0 26 52.8
 GW2578;SPC VA N     - 6,610,693.72 11,275,497.26   sFT  1.00004959   -0 26 52.8
 GW2578;UTM  17      - 4,185,017.373   656,903.427   MT  0.99990323   +1 05 33.0
 GW2578
 GW2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2578!SPC VA S     -   0.99989572  x   0.99997371  =   0.99986944
 GW2578!SPC VA N     -   0.99989572  x   1.00004959  =   0.99994531
 GW2578!UTM  17      -   0.99989572  x   0.99990323  =   0.99979896
 GW2578
 GW2578                          SUPERSEDED SURVEY CONTROL
 GW2578
 GW2578  ELLIP H (09/08/95)  664.68   (m)                       GP(       ) 4 2
 GW2578  ELLIP H (11/14/94)  664.61   (m)                       GP(       ) 4 2
 GW2578  NAD 83(1986)-  37 47 56.64498(N)    079 13 04.14571(W) AD(       ) 1
 GW2578  NGVD 29 (07/01/93)  696.6    (m)         2285.     (f) GPS OBS        
 GW2578
 GW2578.Superseded values are not recommended for survey control.
 GW2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2578.See file dsdata.txt to determine how the superseded data were derived.
 GW2578
 GW2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5690385017(NAD 83)
 GW2578_MARKER: DD = SURVEY DISK
 GW2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2578_SP_SET: CONCRETE POST
 GW2578_STAMPING: 379
 GW2578_MARK LOGO: VA-009
 GW2578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2578+STABILITY: SURFACE MOTION
 GW2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2578+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2578
 GW2578  HISTORY     - Date     Condition        Report By
 GW2578  HISTORY     - 1992     MONUMENTED       MSI
 GW2578
 GW2578                          STATION DESCRIPTION
 GW2578
 GW2578'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2578'THE STATION IS LOCATED IN ROCKBRIDGE COUNTY, VIRGINIA, APPROXIMATELY
 GW2578'9.0 MI (14.5 KM) NORTHEAST OF THE TOWN OF BUENA VISTA.
 GW2578'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND THE BLUE
 GW2578'RIDGE PARKWAY, PROCEED 8.2 MI (13.2 KM) NORTHEAST ALONG THE PARKWAY
 GW2578'TO THE STATION ON THE LEFT NEAR A BRIDGE CROSSING S.R. 605.  ACCESS
 GW2578'MAY BE CONDITIONAL TO APPROVAL BY PARK SERVICE.
 GW2578'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2578'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2578'SURFACE, STAMPED, 379. THE DISK IS LOCATED 29.9 FT (9.1 M)
 GW2578'NORTHEAST OF THE CENTERLINE OF THE PARKWAY, 56.0 FT (17.1 M) NORTHWEST
 GW2578'OF A SIGN POST IRISH GAP, 196.0 FT (59.7 M) NORTHWEST OF THE
 GW2578'SOUTHWESTERN END OF A STONE GUARD RAIL CROSSING S.R. 605.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2579 ***********************************************************************
 GW2579  DESIGNATION -  AMHERST 380
 GW2579  PID         -  GW2579
 GW2579  STATE/COUNTY-  VA/NELSON
 GW2579  USGS QUAD   -  MONTEBELLO (1985)
 GW2579
 GW2579                         *CURRENT SURVEY CONTROL
 GW2579  ___________________________________________________________________
 GW2579* NAD 83(1993)-  37 50 54.62192(N)    079 07 38.11518(W)     ADJUSTED  
 GW2579* NAVD 88     -       786.2    (meters)    2579.     (feet)  VERTCON   
 GW2579  ___________________________________________________________________
 GW2579  X           -     951,320.529 (meters)                     COMP
 GW2579  Y           -  -4,952,824.200 (meters)                     COMP
 GW2579  Z           -   3,892,642.671 (meters)                     COMP
 GW2579  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 GW2579  ELLIP HEIGHT-         754.32  (meters)          (05/17/02) GPS OBS
 GW2579  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW2579
 GW2579  HORZ ORDER  -  FIRST
 GW2579  ELLP ORDER  -  FOURTH    CLASS II
 GW2579
 GW2579.The horizontal coordinates were established by GPS observations
 GW2579.and adjusted by the National Geodetic Survey in November 1994..
 GW2579
 GW2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2579
 GW2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2579
 GW2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2579
 GW2579.The ellipsoidal height was determined by GPS observations
 GW2579.and is referenced to NAD 83.
 GW2579
 GW2579.The geoid height was determined by GEOID03.
 GW2579
 GW2579;                    North         East     Units Scale Factor Converg.
 GW2579;SPC VA S     - 1,168,333.941 3,444,795.055   MT  0.99998057   -0 22 50.5
 GW2579;SPC VA S     - 3,833,108.94 11,301,798.44   sFT  0.99998057   -0 22 50.5
 GW2579;SPC VA N     - 2,020,372.532 3,444,791.921   MT  1.00003776   -0 23 29.3
 GW2579;SPC VA N     - 6,628,505.55 11,301,788.16   sFT  1.00003776   -0 23 29.3
 GW2579;UTM  17      - 4,190,659.214   664,767.063   MT  0.99993438   +1 08 57.6
 GW2579
 GW2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2579!SPC VA S     -   0.99988165  x   0.99998057  =   0.99986222
 GW2579!SPC VA N     -   0.99988165  x   1.00003776  =   0.99991940
 GW2579!UTM  17      -   0.99988165  x   0.99993438  =   0.99981604
 GW2579
 GW2579                          SUPERSEDED SURVEY CONTROL
 GW2579
 GW2579  ELLIP H (11/14/94)  754.42   (m)                       GP(       ) 4 2
 GW2579  NAD 83(1986)-  37 50 54.62587(N)    079 07 38.12689(W) AD(       ) 1
 GW2579  NGVD 29 (07/01/93)  786.3    (m)         2580.     (f) GPS OBS        
 GW2579
 GW2579.Superseded values are not recommended for survey control.
 GW2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2579.See file dsdata.txt to determine how the superseded data were derived.
 GW2579
 GW2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6476790659(NAD 83)
 GW2579_MARKER: DD = SURVEY DISK
 GW2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2579_SP_SET: CONCRETE POST
 GW2579_STAMPING: 380
 GW2579_MARK LOGO: VA-009
 GW2579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2579+STABILITY: SURFACE MOTION
 GW2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2579+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2579
 GW2579  HISTORY     - Date     Condition        Report By
 GW2579  HISTORY     - 1992     MONUMENTED       MSI
 GW2579
 GW2579                          STATION DESCRIPTION
 GW2579
 GW2579'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2579'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 1.3
 GW2579'MI (2.1 KM) SOUTHEAST OF THE TOWN OF MONTEBELLO.
 GW2579'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 56 AND S.R. 686,
 GW2579'PROCEED 1.3 MI (2.1 KM) SOUTHEAST ALONG THE S.R. 56 TO THE
 GW2579'INTERSECTION WITH S.R. 690, AND THE STATION ON THE LEFT, NEAR
 GW2579'ENTRANCE TO THE MONTEBELLO FISH HATCHERY.
 GW2579'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2579'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2579'SURFACE, STAMPED, 380. THE DISK IS LOCATED 1.7 FT (0.5 M) SOUTH OF
 GW2579'A WITNESS POST, 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF S.R. 56,
 GW2579'67.0 FT (20.4 M) WEST OF A POWER POLE NO. D57-1, AND 168 FT (51.2 M)
 GW2579'WEST OF THE WESTERNMOST CULVERT ON THE NORTH SIDE OF S.R. 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2580 ***********************************************************************
 GW2580  DESIGNATION -  AMHERST 381
 GW2580  PID         -  GW2580
 GW2580  STATE/COUNTY-  VA/AMHERST
 GW2580  USGS QUAD   -  MASSIES MILL (1984)
 GW2580
 GW2580                         *CURRENT SURVEY CONTROL
 GW2580  ___________________________________________________________________
 GW2580* NAD 83(1993)-  37 47 12.32866(N)    079 06 16.86345(W)     ADJUSTED  
 GW2580* NAVD 88     -       421.4    (meters)    1383.     (feet)  VERTCON   
 GW2580  ___________________________________________________________________
 GW2580  X           -     954,011.370 (meters)                     COMP
 GW2580  Y           -  -4,956,293.017 (meters)                     COMP
 GW2580  Z           -   3,887,004.397 (meters)                     COMP
 GW2580  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 GW2580  ELLIP HEIGHT-         389.54  (meters)          (05/17/02) GPS OBS
 GW2580  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2580
 GW2580  HORZ ORDER  -  FIRST
 GW2580  ELLP ORDER  -  FOURTH    CLASS II
 GW2580
 GW2580.The horizontal coordinates were established by GPS observations
 GW2580.and adjusted by the National Geodetic Survey in November 1994..
 GW2580
 GW2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2580
 GW2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2580
 GW2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2580
 GW2580.The ellipsoidal height was determined by GPS observations
 GW2580.and is referenced to NAD 83.
 GW2580
 GW2580.The geoid height was determined by GEOID03.
 GW2580
 GW2580;                    North         East     Units Scale Factor Converg.
 GW2580;SPC VA S     - 1,161,467.672 3,446,737.519   MT  0.99997211   -0 22 01.2
 GW2580;SPC VA S     - 3,810,581.85 11,308,171.34   sFT  0.99997211   -0 22 01.2
 GW2580;UTM  17      - 4,183,847.487   666,892.004   MT  0.99994307   +1 09 41.7
 GW2580
 GW2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2580!SPC VA S     -   0.99993888  x   0.99997211  =   0.99991099
 GW2580!UTM  17      -   0.99993888  x   0.99994307  =   0.99988195
 GW2580
 GW2580                          SUPERSEDED SURVEY CONTROL
 GW2580
 GW2580  ELLIP H (11/14/94)  389.62   (m)                       GP(       ) 4 2
 GW2580  NAD 83(1986)-  37 47 12.33281(N)    079 06 16.87501(W) AD(       ) 1
 GW2580  NGVD 29 (07/01/93)  421.6    (m)         1383.     (f) GPS OBS        
 GW2580
 GW2580.Superseded values are not recommended for survey control.
 GW2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2580.See file dsdata.txt to determine how the superseded data were derived.
 GW2580
 GW2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6689283847(NAD 83)
 GW2580_MARKER: DD = SURVEY DISK
 GW2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2580_SP_SET: CONCRETE POST
 GW2580_STAMPING: 381
 GW2580_MARK LOGO: VA-009
 GW2580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2580+STABILITY: SURFACE MOTION
 GW2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2580+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2580
 GW2580  HISTORY     - Date     Condition        Report By
 GW2580  HISTORY     - 1992     MONUMENTED       MSI
 GW2580
 GW2580                          STATION DESCRIPTION
 GW2580
 GW2580'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2580'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 5.6
 GW2580'MI (9.0 KM) NORTH OF THE TOWN OF LOWESVILLE.
 GW2580'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 778 AND S.R. 666,
 GW2580'PROCEED 3.6 MI (5.8 KM) NORTH ALONG S.R. 666 TO THE INTERSECTION WITH
 GW2580'S.R. 827. TURN LEFT ONTO S.R. 827 HEADING NORTHWESTERLY FOR
 GW2580'APPROXIMATELY 2.3 MI (3.7 KM) TO THE INTERSECTION WITH S.R. 745. BEAR
 GW2580'LEFT ONTO S.R. 745 AND TRAVEL APPROXIMATELY 1.0 MI (1.6 KM) TO THE
 GW2580'STATION ON THE LEFT.
 GW2580'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2580'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2580'STAMPED, 381. THE DISK IS LOCATED 21.1 FT (6.4 M) SOUTHWEST OF THE
 GW2580'CENTERLINE OF S.R. 745, 45.3 FT (13.8 M) EAST OF A 12 INCH POPLAR
 GW2580'TREE, AND 61.2 FT (18.7 M) SOUTH OF A SIGN GEORGE WASHINGTON
 GW2580'NATIONAL FOREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2581 ***********************************************************************
 GW2581  DESIGNATION -  AMHERST 382
 GW2581  PID         -  GW2581
 GW2581  STATE/COUNTY-  VA/AMHERST
 GW2581  USGS QUAD   -  MASSIES MILL (1984)
 GW2581
 GW2581                         *CURRENT SURVEY CONTROL
 GW2581  ___________________________________________________________________
 GW2581* NAD 83(1993)-  37 47 07.05335(N)    079 05 08.12900(W)     ADJUSTED  
 GW2581* NAVD 88     -       382.0    (meters)    1253.     (feet)  VERTCON   
 GW2581  ___________________________________________________________________
 GW2581  X           -     955,675.888 (meters)                     COMP
 GW2581  Y           -  -4,956,042.069 (meters)                     COMP
 GW2581  Z           -   3,886,851.674 (meters)                     COMP
 GW2581  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GW2581  ELLIP HEIGHT-         350.08  (meters)          (05/17/02) GPS OBS
 GW2581  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW2581
 GW2581  HORZ ORDER  -  FIRST
 GW2581  ELLP ORDER  -  FOURTH    CLASS II
 GW2581
 GW2581.The horizontal coordinates were established by GPS observations
 GW2581.and adjusted by the National Geodetic Survey in November 1994..
 GW2581
 GW2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2581
 GW2581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2581
 GW2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2581
 GW2581.The ellipsoidal height was determined by GPS observations
 GW2581.and is referenced to NAD 83.
 GW2581
 GW2581.The geoid height was determined by GEOID03.
 GW2581
 GW2581;                    North         East     Units Scale Factor Converg.
 GW2581;SPC VA S     - 1,161,294.433 3,448,418.251   MT  0.99997193   -0 21 19.5
 GW2581;SPC VA S     - 3,810,013.49 11,313,685.55   sFT  0.99997193   -0 21 19.5
 GW2581;UTM  17      - 4,183,719.149   668,576.716   MT  0.99995003   +1 10 23.7
 GW2581
 GW2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2581!SPC VA S     -   0.99994507  x   0.99997193  =   0.99991700
 GW2581!UTM  17      -   0.99994507  x   0.99995003  =   0.99989510
 GW2581
 GW2581                          SUPERSEDED SURVEY CONTROL
 GW2581
 GW2581  ELLIP H (11/14/94)  350.15   (m)                       GP(       ) 4 2
 GW2581  NAD 83(1986)-  37 47 07.05760(N)    079 05 08.14046(W) AD(       ) 1
 GW2581  NGVD 29 (07/01/93)  382.1    (m)         1254.     (f) GPS OBS        
 GW2581
 GW2581.Superseded values are not recommended for survey control.
 GW2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2581.See file dsdata.txt to determine how the superseded data were derived.
 GW2581
 GW2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6857783719(NAD 83)
 GW2581_MARKER: DD = SURVEY DISK
 GW2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2581_SP_SET: CONCRETE POST
 GW2581_STAMPING: 382
 GW2581_MARK LOGO: VA-009
 GW2581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2581+STABILITY: SURFACE MOTION
 GW2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2581+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2581
 GW2581  HISTORY     - Date     Condition        Report By
 GW2581  HISTORY     - 1992     MONUMENTED       MSI
 GW2581
 GW2581                          STATION DESCRIPTION
 GW2581
 GW2581'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2581'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4.7
 GW2581'MI (7.6 KM) NORTH OF THE TOWN OF LOWESVILLE.
 GW2581'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 778 AND S.R. 666,
 GW2581'PROCEED 3.6 MI (5.8 KM) NORTH ALONG S.R. 666 TO THE INTERSECTION WITH
 GW2581'S.R. 827. TURN LEFT ONTO S.R. 827 HEADING NORTHWEST FOR 2.1 MI
 GW2581'(3.4 KM) TO THE STATION ON THE LEFT.
 GW2581'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2581'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2581'STAMPED, 382. THE DISK IS LOCATED 22.7 FT (6.9 M) SOUTH OF A
 GW2581'TELEPHONE PEDESTAL NO. 115-45, 24.9 FT (7.6 M) WEST OF THE CENTERLINE
 GW2581'S.R. 827, AND 33.1 FT (10.1 M) SOUTHEAST OF A POWER POLE NO. 82 6-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2582 ***********************************************************************
 GW2582  DESIGNATION -  AMHERST 383
 GW2582  PID         -  GW2582
 GW2582  STATE/COUNTY-  VA/AMHERST
 GW2582  USGS QUAD   -  PINEY RIVER (1984)
 GW2582
 GW2582                         *CURRENT SURVEY CONTROL
 GW2582  ___________________________________________________________________
 GW2582* NAD 83(1993)-  37 44 04.92239(N)    079 04 07.02187(W)     ADJUSTED  
 GW2582* NAVD 88     -       237.3    (meters)     779.     (feet)  VERTCON   
 GW2582  ___________________________________________________________________
 GW2582  X           -     957,774.489 (meters)                     COMP
 GW2582  Y           -  -4,959,022.654 (meters)                     COMP
 GW2582  Z           -   3,882,323.466 (meters)                     COMP
 GW2582  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 GW2582  ELLIP HEIGHT-         205.30  (meters)          (05/17/02) GPS OBS
 GW2582  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2582
 GW2582  HORZ ORDER  -  FIRST
 GW2582  ELLP ORDER  -  FOURTH    CLASS II
 GW2582
 GW2582.The horizontal coordinates were established by GPS observations
 GW2582.and adjusted by the National Geodetic Survey in November 1994..
 GW2582
 GW2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2582
 GW2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2582
 GW2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2582
 GW2582.The ellipsoidal height was determined by GPS observations
 GW2582.and is referenced to NAD 83.
 GW2582
 GW2582.The geoid height was determined by GEOID03.
 GW2582
 GW2582;                    North         East     Units Scale Factor Converg.
 GW2582;SPC VA S     - 1,155,670.273 3,449,879.582   MT  0.99996589   -0 20 42.4
 GW2582;SPC VA S     - 3,791,561.55 11,318,479.93   sFT  0.99996589   -0 20 42.4
 GW2582;UTM  17      - 4,178,136.043   670,187.476   MT  0.99995676   +1 10 56.3
 GW2582
 GW2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2582!SPC VA S     -   0.99996779  x   0.99996589  =   0.99993368
 GW2582!UTM  17      -   0.99996779  x   0.99995676  =   0.99992455
 GW2582
 GW2582                          SUPERSEDED SURVEY CONTROL
 GW2582
 GW2582  ELLIP H (11/14/94)  205.37   (m)                       GP(       ) 4 2
 GW2582  NAD 83(1986)-  37 44 04.92704(N)    079 04 07.03298(W) AD(       ) 1
 GW2582  NGVD 29 (07/01/93)  237.5    (m)          779.     (f) GPS OBS        
 GW2582
 GW2582.Superseded values are not recommended for survey control.
 GW2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2582.See file dsdata.txt to determine how the superseded data were derived.
 GW2582
 GW2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7018778136(NAD 83)
 GW2582_MARKER: DD = SURVEY DISK
 GW2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2582_SP_SET: CONCRETE POST
 GW2582_STAMPING: 383
 GW2582_MARK LOGO: VA-009
 GW2582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2582+STABILITY: SURFACE MOTION
 GW2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2582+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2582
 GW2582  HISTORY     - Date     Condition        Report By
 GW2582  HISTORY     - 1992     MONUMENTED       MSI
 GW2582
 GW2582                          STATION DESCRIPTION
 GW2582
 GW2582'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2582'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2582'MI (1.8 KM) NORTH OF THE TOWN OF LOWESVILLE.
 GW2582'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 778 AND S.R. 666,
 GW2582'PROCEED 1.3 MI (2.1 KM) NORTH ALONG S.R. 666 TO THE INTERSECTION WITH
 GW2582'S.R. 698 AND THE STATION ON THE LEFT.
 GW2582'THE  STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE
 GW2582'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2582'SURFACE, STAMPED, 383. THE DISK IS LOCATED 13.1 FT (4.0 M) EAST OF
 GW2582'A FENCE LINE, 16.6 FT (5.1 M) WEST OF THE CENTERLINE OF S.R. 666, AND
 GW2582'78.6 FT (24.0 M) WEST OF THE NORTHWEST BRIDGE ABUTMENT ON S.R. 698.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2583 ***********************************************************************
 GW2583  DESIGNATION -  AMHERST 384
 GW2583  PID         -  GW2583
 GW2583  STATE/COUNTY-  VA/AMHERST
 GW2583  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2583
 GW2583                         *CURRENT SURVEY CONTROL
 GW2583  ___________________________________________________________________
 GW2583* NAD 83(1993)-  37 30 21.91358(N)    078 57 14.73113(W)     ADJUSTED  
 GW2583* NAVD 88     -       184.5    (meters)     605.     (feet)  VERTCON   
 GW2583  ___________________________________________________________________
 GW2583  X           -     970,644.581 (meters)                     COMP
 GW2583  Y           -  -4,972,259.825 (meters)                     COMP
 GW2583  Z           -   3,862,193.157 (meters)                     COMP
 GW2583  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GW2583  ELLIP HEIGHT-         152.91  (meters)          (05/17/02) GPS OBS
 GW2583  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GW2583
 GW2583  HORZ ORDER  -  FIRST
 GW2583  ELLP ORDER  -  FOURTH    CLASS II
 GW2583
 GW2583.The horizontal coordinates were established by GPS observations
 GW2583.and adjusted by the National Geodetic Survey in November 1994..
 GW2583
 GW2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2583
 GW2583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2583
 GW2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2583
 GW2583.The ellipsoidal height was determined by GPS observations
 GW2583.and is referenced to NAD 83.
 GW2583
 GW2583.The geoid height was determined by GEOID03.
 GW2583
 GW2583;                    North         East     Units Scale Factor Converg.
 GW2583;SPC VA S     - 1,130,243.348 3,459,852.205   MT  0.99994832   -0 16 32.2
 GW2583;SPC VA S     - 3,708,140.05 11,351,198.44   sFT  0.99994832   -0 16 32.2
 GW2583;UTM  17      - 4,152,982.846   680,833.315   MT  1.00000281   +1 14 45.5
 GW2583
 GW2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2583!SPC VA S     -   0.99997601  x   0.99994832  =   0.99992433
 GW2583!UTM  17      -   0.99997601  x   1.00000281  =   0.99997882
 GW2583
 GW2583                          SUPERSEDED SURVEY CONTROL
 GW2583
 GW2583  ELLIP H (09/08/95)  152.93   (m)                       GP(       ) 4 2
 GW2583  ELLIP H (11/14/94)  152.98   (m)                       GP(       ) 4 2
 GW2583  NAD 83(1986)-  37 30 21.91888(N)    078 57 14.74280(W) AD(       ) 1
 GW2583  NGVD 29 (07/01/93)  184.8    (m)          606.     (f) GPS OBS        
 GW2583
 GW2583.Superseded values are not recommended for survey control.
 GW2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2583.See file dsdata.txt to determine how the superseded data were derived.
 GW2583
 GW2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8083352983(NAD 83)
 GW2583_MARKER: DD = SURVEY DISK
 GW2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2583_SP_SET: CONCRETE POST
 GW2583_STAMPING: 384
 GW2583_MARK LOGO: VA-009
 GW2583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2583+STABILITY: SURFACE MOTION
 GW2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2583+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2583
 GW2583  HISTORY     - Date     Condition        Report By
 GW2583  HISTORY     - 1992     MONUMENTED       MSI
 GW2583
 GW2583                          STATION DESCRIPTION
 GW2583
 GW2583'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2583'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 7.0
 GW2583'MI (11.3 KM) SOUTHEAST OF THE TOWN OF AMHERST.
 GW2583'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 622 AND S.R.600,
 GW2583'PROCEED 3.5 MI (5.6 KM) SOUTHWEST ALONG S.R. 622 TO THE STATION ON
 GW2583'THE LEFT, OPPOSITE A PULLOUT.
 GW2583'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2583'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2583'STAMPED, 384.  THE DISK IS LOCATED IN AN OPEN AREA 8.0 FT (2.4 M)
 GW2583'EAST OF THE EASTERN EDGE OF THE PAVEMENT OF S.R. 622, 83.0 FT
 GW2583'(25.3 M) NORTH OF 1.5 FT (0.5 M) DOUBLE TRUNK TREE EAST OF THE ROAD,
 GW2583'AND APPROXIMATELY 210 FT (64.0 M) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2584 ***********************************************************************
 GW2584  DESIGNATION -  AMHERST 385
 GW2584  PID         -  GW2584
 GW2584  STATE/COUNTY-  VA/AMHERST
 GW2584  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2584
 GW2584                         *CURRENT SURVEY CONTROL
 GW2584  ___________________________________________________________________
 GW2584* NAD 83(1993)-  37 32 59.46341(N)    078 56 46.84832(W)     ADJUSTED  
 GW2584* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 GW2584  ___________________________________________________________________
 GW2584  X           -     970,754.072 (meters)                     COMP
 GW2584  Y           -  -4,969,248.394 (meters)                     COMP
 GW2584  Z           -   3,866,063.946 (meters)                     COMP
 GW2584  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GW2584  ELLIP HEIGHT-         183.48  (meters)          (05/17/02) GPS OBS
 GW2584  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW2584
 GW2584  HORZ ORDER  -  FIRST
 GW2584  ELLP ORDER  -  FOURTH    CLASS II
 GW2584
 GW2584.The horizontal coordinates were established by GPS observations
 GW2584.and adjusted by the National Geodetic Survey in November 1994..
 GW2584
 GW2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2584
 GW2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2584
 GW2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2584
 GW2584.The ellipsoidal height was determined by GPS observations
 GW2584.and is referenced to NAD 83.
 GW2584
 GW2584.The geoid height was determined by GEOID03.
 GW2584
 GW2584;                    North         East     Units Scale Factor Converg.
 GW2584;SPC VA S     - 1,135,097.024 3,460,559.945   MT  0.99995045   -0 16 15.2
 GW2584;SPC VA S     - 3,724,064.15 11,353,520.42   sFT  0.99995045   -0 16 15.2
 GW2584;UTM  17      - 4,157,853.877   681,411.902   MT  1.00000539   +1 15 07.0
 GW2584
 GW2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2584!SPC VA S     -   0.99997121  x   0.99995045  =   0.99992166
 GW2584!UTM  17      -   0.99997121  x   1.00000539  =   0.99997660
 GW2584
 GW2584                          SUPERSEDED SURVEY CONTROL
 GW2584
 GW2584  ELLIP H (09/08/95)  183.49   (m)                       GP(       ) 4 2
 GW2584  ELLIP H (11/14/94)  183.54   (m)                       GP(       ) 4 2
 GW2584  NAD 83(1986)-  37 32 59.46866(N)    078 56 46.85952(W) AD(       ) 1
 GW2584  NGVD 29 (07/01/93)  215.4    (m)          707.     (f) GPS OBS        
 GW2584
 GW2584.Superseded values are not recommended for survey control.
 GW2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2584.See file dsdata.txt to determine how the superseded data were derived.
 GW2584
 GW2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8141257854(NAD 83)
 GW2584_MARKER: DD = SURVEY DISK
 GW2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2584_SP_SET: CONCRETE POST
 GW2584_STAMPING: 385
 GW2584_MARK LOGO: VA-009
 GW2584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2584+STABILITY: SURFACE MOTION
 GW2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2584+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2584
 GW2584  HISTORY     - Date     Condition        Report By
 GW2584  HISTORY     - 1992     MONUMENTED       MSI
 GW2584
 GW2584                          STATION DESCRIPTION
 GW2584
 GW2584'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2584'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 6.0
 GW2584'MI (9.7 KM) EAST OF THE TOWN OF AMHERST, 2.8 MI (4.5 KM) NORTHWEST OF
 GW2584'ST. JAMES CHURCH.
 GW2584'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29,
 GW2584'PROCEED 4.1 MI (6.6 KM) EAST ALONG U.S. 60 TO THE INTERSECTION OF
 GW2584'S.R. 600.  TURN RIGHT ONTO S.R. 600 AND TRAVEL 2.2 MI (3.5 KM)
 GW2584'SOUTHEAST TO THE STATION ON THE RIGHT NEAR A GRAVEL DRIVE.
 GW2584'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2584'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2584'STAMPED, 385.  THE DISK IS LOCATED ON THE SOUTH SIDE OF THE ROAD AT
 GW2584'A GATED GRAVEL ROAD, 11.5 FT (3.5 M) SOUTH OF THE SOUTHERN EDGE OF
 GW2584'THE PAVEMENT, 20.0 FT (6.1 M) WEST OF THE CENTERLINE OF THE GRAVEL
 GW2584'ROAD, AND 35.0 FT (10.7 M) NORTHWEST OF THE EASTERNMOST GATEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2585 ***********************************************************************
 GW2585  DESIGNATION -  AMHERST 386
 GW2585  PID         -  GW2585
 GW2585  STATE/COUNTY-  VA/NELSON
 GW2585  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2585
 GW2585                         *CURRENT SURVEY CONTROL
 GW2585  ___________________________________________________________________
 GW2585* NAD 83(1993)-  37 34 18.02671(N)    078 54 08.95812(W)     ADJUSTED  
 GW2585* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 GW2585  ___________________________________________________________________
 GW2585  X           -     974,271.942 (meters)                     COMP
 GW2585  Y           -  -4,967,047.436 (meters)                     COMP
 GW2585  Z           -   3,867,978.179 (meters)                     COMP
 GW2585  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GW2585  ELLIP HEIGHT-         173.89  (meters)          (05/17/02) GPS OBS
 GW2585  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW2585
 GW2585  HORZ ORDER  -  FIRST
 GW2585  ELLP ORDER  -  FOURTH    CLASS II
 GW2585
 GW2585.The horizontal coordinates were established by GPS observations
 GW2585.and adjusted by the National Geodetic Survey in November 1994..
 GW2585
 GW2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2585
 GW2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2585
 GW2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2585
 GW2585.The ellipsoidal height was determined by GPS observations
 GW2585.and is referenced to NAD 83.
 GW2585
 GW2585.The geoid height was determined by GEOID03.
 GW2585
 GW2585;                    North         East     Units Scale Factor Converg.
 GW2585;SPC VA S     - 1,137,501.571 3,464,445.658   MT  0.99995173   -0 14 39.4
 GW2585;SPC VA S     - 3,731,953.07 11,366,268.80   sFT  0.99995173   -0 14 39.4
 GW2585;UTM  17      - 4,160,361.022   685,232.564   MT  1.00002264   +1 16 45.6
 GW2585
 GW2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2585!SPC VA S     -   0.99997271  x   0.99995173  =   0.99992444
 GW2585!UTM  17      -   0.99997271  x   1.00002264  =   0.99999535
 GW2585
 GW2585                          SUPERSEDED SURVEY CONTROL
 GW2585
 GW2585  ELLIP H (11/14/94)  173.95   (m)                       GP(       ) 4 2
 GW2585  NAD 83(1986)-  37 34 18.03205(N)    078 54 08.96911(W) AD(       ) 1
 GW2585  NGVD 29 (07/01/93)  205.8    (m)          675.     (f) GPS OBS        
 GW2585
 GW2585.Superseded values are not recommended for survey control.
 GW2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2585.See file dsdata.txt to determine how the superseded data were derived.
 GW2585
 GW2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8523360361(NAD 83)
 GW2585_MARKER: DD = SURVEY DISK
 GW2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2585_SP_SET: CONCRETE POST
 GW2585_STAMPING: 386
 GW2585_MARK LOGO: VA-009
 GW2585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2585+STABILITY: SURFACE MOTION
 GW2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2585+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2585
 GW2585  HISTORY     - Date     Condition        Report By
 GW2585  HISTORY     - 1992     MONUMENTED       MSI
 GW2585
 GW2585                          STATION DESCRIPTION
 GW2585
 GW2585'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2585'THE STATION IS LOCATED IN NELSON COUNTY, VIRGINIA, APPROXIMATELY 7.5
 GW2585'MI (12.1 KM) EAST OF THE TOWN OF AMHERST ON THE NORTH SIDE OF U.S.
 GW2585'60.
 GW2585'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29,
 GW2585'PROCEED 8.7 MI (14.0 KM) EAST ALONG U.S. 60 TO THE STATION ON THE
 GW2585'LEFT NEAR A GRAVEL DRIVE.
 GW2585'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2585'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2585'STAMPED, 386.  THE DISK IS LOCATED WEST OF THE INTERSECTION OF S.R.
 GW2585'657, 26.2 FT (8.0 M) NORTH OF THE CENTERLINE OF U.S. 60, 29.5 FT
 GW2585'(9.0 M) SOUTHEST OF A TELEPHONE PEDESTAL, AND 45.0 FT (13.7 M) NORTH
 GW2585'OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2586 ***********************************************************************
 GW2586  DESIGNATION -  AMHERST 387
 GW2586  PID         -  GW2586
 GW2586  STATE/COUNTY-  VA/AMHERST
 GW2586  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2586
 GW2586                         *CURRENT SURVEY CONTROL
 GW2586  ___________________________________________________________________
 GW2586* NAD 83(1993)-  37 31 31.30537(N)    078 53 47.28423(W)     ADJUSTED  
 GW2586* NAVD 88     -       130.5    (meters)     428.     (feet)  VERTCON   
 GW2586  ___________________________________________________________________
 GW2586  X           -     975,385.694 (meters)                     COMP
 GW2586  Y           -  -4,969,960.632 (meters)                     COMP
 GW2586  Z           -   3,863,857.204 (meters)                     COMP
 GW2586  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 GW2586  ELLIP HEIGHT-          98.92  (meters)          (05/17/02) GPS OBS
 GW2586  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW2586
 GW2586  HORZ ORDER  -  FIRST
 GW2586  ELLP ORDER  -  FOURTH    CLASS II
 GW2586
 GW2586.The horizontal coordinates were established by GPS observations
 GW2586.and adjusted by the National Geodetic Survey in November 1994..
 GW2586
 GW2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2586
 GW2586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2586
 GW2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2586
 GW2586.The ellipsoidal height was determined by GPS observations
 GW2586.and is referenced to NAD 83.
 GW2586
 GW2586.The geoid height was determined by GEOID03.
 GW2586
 GW2586;                    North         East     Units Scale Factor Converg.
 GW2586;SPC VA S     - 1,132,359.604 3,464,955.900   MT  0.99994918   -0 14 26.3
 GW2586;SPC VA S     - 3,715,083.13 11,367,942.82   sFT  0.99994918   -0 14 26.3
 GW2586;UTM  17      - 4,155,234.055   685,879.334   MT  1.00002560   +1 16 54.0
 GW2586
 GW2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2586!SPC VA S     -   0.99998448  x   0.99994918  =   0.99993366
 GW2586!UTM  17      -   0.99998448  x   1.00002560  =   1.00001008
 GW2586
 GW2586                          SUPERSEDED SURVEY CONTROL
 GW2586
 GW2586  ELLIP H (11/14/94)   98.98   (m)                       GP(       ) 4 2
 GW2586  NAD 83(1986)-  37 31 31.31069(N)    078 53 47.29555(W) AD(       ) 1
 GW2586  NGVD 29 (07/01/93)  130.7    (m)          429.     (f) GPS OBS        
 GW2586
 GW2586.Superseded values are not recommended for survey control.
 GW2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2586.See file dsdata.txt to determine how the superseded data were derived.
 GW2586
 GW2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8587955234(NAD 83)
 GW2586_MARKER: DD = SURVEY DISK
 GW2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2586_SP_SET: CONCRETE POST
 GW2586_STAMPING: 387
 GW2586_MARK LOGO: VA-009
 GW2586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2586+STABILITY: SURFACE MOTION
 GW2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2586+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2586
 GW2586  HISTORY     - Date     Condition        Report By
 GW2586  HISTORY     - 1992     MONUMENTED       MSI
 GW2586
 GW2586                          STATION DESCRIPTION
 GW2586
 GW2586'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2586'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 9.0
 GW2586'MI (14.5 KM) EAST OF THE TOWN OF AMHERST, ON THE NORTH SIDE OF S.R.
 GW2586'600.
 GW2586'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND U.S. 29,
 GW2586'PROCEED 4.1 MI (6.6 KM) EAST ALONG U.S. 60 TO THE INTERSECTION OF
 GW2586'S.R. 600.  TURN RIGHT ONTO S.R. 600 AND TRAVEL 5.8 MI (9.3 KM)
 GW2586'SOUTHEAST TO THE STATION AT THE END OF S.R. 600 IN RIVERVILLE, NEAR A
 GW2586'RAILROAD.
 GW2586'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2586'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2586'STAMPED, 387.  THE DISK IS LOCATED NORTHEAST OF THE END OF S.R.
 GW2586'600, 16.0 FT (4.9 M) WEST OF THE WESTERN RAIL OF THE WESTERNMOST
 GW2586'TRACK, 56.0 FT (17.1 M) WEST OF CONCRETE PILLAR NUMBER 123, AND 79.5
 GW2586'FT (24.2 M) NORTHEAST OF THE NORTHEASTERNMOST CORNER OF A 2-STOREY
 GW2586'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2587 ***********************************************************************
 GW2587  DESIGNATION -  AMHERST 388
 GW2587  PID         -  GW2587
 GW2587  STATE/COUNTY-  VA/AMHERST
 GW2587  USGS QUAD   -  GLADSTONE (1987)
 GW2587
 GW2587                         *CURRENT SURVEY CONTROL
 GW2587  ___________________________________________________________________
 GW2587* NAD 83(1993)-  37 32 44.12924(N)    078 52 10.22017(W)     ADJUSTED  
 GW2587* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 GW2587  ___________________________________________________________________
 GW2587  X           -     977,459.696 (meters)                     COMP
 GW2587  Y           -  -4,968,155.925 (meters)                     COMP
 GW2587  Z           -   3,865,635.233 (meters)                     COMP
 GW2587  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GW2587  ELLIP HEIGHT-          95.06  (meters)          (05/17/02) GPS OBS
 GW2587  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW2587
 GW2587  HORZ ORDER  -  FIRST
 GW2587  ELLP ORDER  -  FOURTH    CLASS II
 GW2587
 GW2587.The horizontal coordinates were established by GPS observations
 GW2587.and adjusted by the National Geodetic Survey in November 1994..
 GW2587
 GW2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2587
 GW2587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2587
 GW2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2587
 GW2587.The ellipsoidal height was determined by GPS observations
 GW2587.and is referenced to NAD 83.
 GW2587
 GW2587.The geoid height was determined by GEOID03.
 GW2587
 GW2587;                    North         East     Units Scale Factor Converg.
 GW2587;SPC VA S     - 1,134,594.959 3,467,347.888   MT  0.99995022   -0 13 27.3
 GW2587;SPC VA S     - 3,722,416.96 11,375,790.53   sFT  0.99995022   -0 13 27.3
 GW2587;UTM  17      - 4,157,532.366   688,211.270   MT  1.00003635   +1 17 55.3
 GW2587
 GW2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2587!SPC VA S     -   0.99998508  x   0.99995022  =   0.99993530
 GW2587!UTM  17      -   0.99998508  x   1.00003635  =   1.00002143
 GW2587
 GW2587                          SUPERSEDED SURVEY CONTROL
 GW2587
 GW2587  ELLIP H (11/14/94)   95.12   (m)                       GP(       ) 4 2
 GW2587  NAD 83(1986)-  37 32 44.13458(N)    078 52 10.23137(W) AD(       ) 1
 GW2587  NGVD 29 (07/01/93)  126.9    (m)          416.     (f) GPS OBS        
 GW2587
 GW2587.Superseded values are not recommended for survey control.
 GW2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2587.See file dsdata.txt to determine how the superseded data were derived.
 GW2587
 GW2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8821157532(NAD 83)
 GW2587_MARKER: DD = SURVEY DISK
 GW2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2587_SP_SET: CONCRETE POST
 GW2587_STAMPING: 388
 GW2587_MARK LOGO: VA-009
 GW2587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2587+STABILITY: SURFACE MOTION
 GW2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2587+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2587
 GW2587  HISTORY     - Date     Condition        Report By
 GW2587  HISTORY     - 1992     MONUMENTED       MSI
 GW2587
 GW2587                          STATION DESCRIPTION
 GW2587
 GW2587'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2587'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 11.0
 GW2587'MI (17.7 KM) EAST OF THE TOWN OF AMHERST, ON THE SOUTH SIDE OF S.R.
 GW2587'737.
 GW2587'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND S.R. 622,
 GW2587'PROCEED 2.3 MI (3.7 KM) SOUTHEAST ALONG S.R 622 TO THE INTERSECTION
 GW2587'OF S.R. 737.  TRAVEL 100 FT (30.5 M) SOUTH ALONG S.R. 737 TO THE
 GW2587'STATION ON THE LEFT NEAR THE RAILROAD.
 GW2587'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2587'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2587'STAMPED, 388.  THE DISK IS LOCATED SOUTHWEST OF A CHAIN GATE, 35.0
 GW2587'FT (10.7 M) SOUTHEAST OF THE CENTERLINE OF S.R. 737, 58.0 FT
 GW2587'(17.7 M) WEST OF THE WESTERNMOST RAIL OF THE WESTERNMOST TRACK, AND
 GW2587'127.0 FT (38.7 M) SOUTH OF THE CENTERLINE OF S.R. 737 AT THE
 GW2587'CENTERLINE OF S.R. 622.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2588 ***********************************************************************
 GW2588  DESIGNATION -  AMHERST 389
 GW2588  PID         -  GW2588
 GW2588  STATE/COUNTY-  VA/AMHERST
 GW2588  USGS QUAD   -  STONEWALL (1968)
 GW2588
 GW2588                         *CURRENT SURVEY CONTROL
 GW2588  ___________________________________________________________________
 GW2588* NAD 83(1993)-  37 27 29.32316(N)    078 59 31.78800(W)     ADJUSTED  
 GW2588* NAVD 88     -       138.6    (meters)     455.     (feet)  VERTCON   
 GW2588  ___________________________________________________________________
 GW2588  X           -     967,951.747 (meters)                     COMP
 GW2588  Y           -  -4,976,046.264 (meters)                     COMP
 GW2588  Z           -   3,857,942.769 (meters)                     COMP
 GW2588  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 GW2588  ELLIP HEIGHT-         107.00  (meters)          (05/17/02) GPS OBS
 GW2588  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GW2588
 GW2588  HORZ ORDER  -  FIRST
 GW2588  ELLP ORDER  -  FOURTH    CLASS II
 GW2588
 GW2588.The horizontal coordinates were established by GPS observations
 GW2588.and adjusted by the National Geodetic Survey in September 1995..
 GW2588
 GW2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2588
 GW2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2588
 GW2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2588
 GW2588.The ellipsoidal height was determined by GPS observations
 GW2588.and is referenced to NAD 83.
 GW2588
 GW2588.The geoid height was determined by GEOID03.
 GW2588
 GW2588;                    North         East     Units Scale Factor Converg.
 GW2588;SPC VA S     - 1,124,939.669 3,456,458.479   MT  0.99994665   -0 17 55.3
 GW2588;SPC VA S     - 3,690,739.56 11,340,064.19   sFT  0.99994665   -0 17 55.3
 GW2588;UTM  17      - 4,147,590.703   677,581.394   MT  0.99998846   +1 13 17.2
 GW2588
 GW2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2588!SPC VA S     -   0.99998321  x   0.99994665  =   0.99992986
 GW2588!UTM  17      -   0.99998321  x   0.99998846  =   0.99997167
 GW2588
 GW2588                          SUPERSEDED SURVEY CONTROL
 GW2588
 GW2588  ELLIP H (09/08/95)  107.02   (m)                       GP(       ) 4 2
 GW2588  NAD 83(1993)-  37 27 29.32321(N)    078 59 31.78789(W) AD(       ) 1
 GW2588  ELLIP H (11/14/94)  107.06   (m)                       GP(       ) 4 2
 GW2588  NAD 83(1986)-  37 27 29.32829(N)    078 59 31.80050(W) AD(       ) 1
 GW2588  NGVD 29 (07/01/93)  138.8    (m)          455.     (f) GPS OBS        
 GW2588
 GW2588.Superseded values are not recommended for survey control.
 GW2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2588.See file dsdata.txt to determine how the superseded data were derived.
 GW2588
 GW2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7758147591(NAD 83)
 GW2588_MARKER: DD = SURVEY DISK
 GW2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2588_SP_SET: CONCRETE POST
 GW2588_STAMPING: 389
 GW2588_MARK LOGO: VA-009
 GW2588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2588+STABILITY: SURFACE MOTION
 GW2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2588+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2588
 GW2588  HISTORY     - Date     Condition        Report By
 GW2588  HISTORY     - 1992     MONUMENTED       MSI
 GW2588
 GW2588                          STATION DESCRIPTION
 GW2588
 GW2588'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2588'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 7.4
 GW2588'MI (11.9 KM) NORTHEAST OF THE TOWN OF MADISON HEIGHTS.
 GW2588'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 677 AND S.R. 622.
 GW2588'PROCEED 2.0 MI (3.2 KM) EAST ALONG S.R. 622 TO THE INTERSECTION WITH
 GW2588'S.R. 663. BEAR RIGHT AND CONTINUE 4.0 MI (6.4 KM) NORTHEAST ALONG
 GW2588'S.R. 622 TO THE STATION ON THE RIGHT NEAR THE RAILROAD.
 GW2588'THE STATION IS A 3.25 INCH ALUMINUM AMHERST COUNTY DISK SET IN THE TOP
 GW2588'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2588'STAMPED, 389.  THE DISK IS LOCATED SOUTHEAST OF S.R. 622, 3.5 FT
 GW2588'(1.1 M) NORTHWEST OF A WITNESS POST, 12.0 FT (3.7 M) SOUTHEAST OF THE
 GW2588'CENTERLINE OF THE ROAD, 35.0 FT (10.7 M) SOUTHWEST OF THE CENTERLINE
 GW2588'OF A CULVERT, 56.0 FT (17.1 M) NORTHWEST OF THE CENTERLINE OF THE
 GW2588'RAILROAD, AND 89.0 FT, (27.1 M) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2146 ***********************************************************************
 GW2146  DESIGNATION -  AMHERST CENTRAL VA TEL MAST
 GW2146  PID         -  GW2146
 GW2146  STATE/COUNTY-  VA/AMHERST
 GW2146  USGS QUAD   -  AMHERST (1978)
 GW2146
 GW2146                         *CURRENT SURVEY CONTROL
 GW2146  ___________________________________________________________________
 GW2146* NAD 83(1993)-  37 35 03.59808(N)    079 03 00.55380(W)     ADJUSTED  
 GW2146* NAVD 88     -                                                        
 GW2146  ___________________________________________________________________
 GW2146  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GW2146  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW2146
 GW2146  HORZ ORDER  -  THIRD
 GW2146
 GW2146.The horizontal coordinates were established by classical geodetic methods
 GW2146.and adjusted by the National Geodetic Survey in November 1994..
 GW2146
 GW2146
 GW2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2146
 GW2146.The geoid height was determined by GEOID03.
 GW2146
 GW2146;                    North         East     Units Scale Factor Converg.
 GW2146;SPC VA S     - 1,138,972.267 3,451,409.748   MT  0.99995254   -0 20 02.0
 GW2146;SPC VA S     - 3,736,778.18 11,323,500.15   sFT  0.99995254   -0 20 02.0
 GW2146;UTM  17      - 4,161,484.651   672,161.620   MT  0.99996509   +1 11 22.4
 GW2146
 GW2146                          SUPERSEDED SURVEY CONTROL
 GW2146
 GW2146  NAD 83(1986)-  37 35 03.60368(N)    079 03 00.56241(W) AD(       ) 4
 GW2146  NAD 27      -  37 35 03.09092(N)    079 03 01.47339(W) AD(       ) 3
 GW2146
 GW2146.Superseded values are not recommended for survey control.
 GW2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2146.See file dsdata.txt to determine how the superseded data were derived.
 GW2146
 GW2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7216261485(NAD 83)
 GW2146_MARKER: 55 = TOWER
 GW2146
 GW2146  HISTORY     - Date     Condition        Report By
 GW2146  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2146
 GW2146                          STATION DESCRIPTION
 GW2146
 GW2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2146'THE STATION IS LOCATED IN AMHERST AT THE JUNCTION OF DEPOT
 GW2146'AND SECOND STREET.  IT IS A FOUR LEGGED STEEL TOWER, 125
 GW2146'FEET HIGH WITH A REVOLVING A ATOP THE MAST.  THE POINT INTERSECTED
 GW2146'WAS THE APEX OF THE A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2147 ***********************************************************************
 GW2147  DESIGNATION -  AMHERST MUNICIPAL TANK
 GW2147  PID         -  GW2147
 GW2147  STATE/COUNTY-  VA/AMHERST
 GW2147  USGS QUAD   -  AMHERST (1978)
 GW2147
 GW2147                         *CURRENT SURVEY CONTROL
 GW2147  ___________________________________________________________________
 GW2147* NAD 83(1993)-  37 35 01.29008(N)    079 03 29.42864(W)     ADJUSTED  
 GW2147* NAVD 88     -                                                        
 GW2147  ___________________________________________________________________
 GW2147  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GW2147  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW2147
 GW2147  HORZ ORDER  -  THIRD
 GW2147
 GW2147.The horizontal coordinates were established by classical geodetic methods
 GW2147.and adjusted by the National Geodetic Survey in November 1994..
 GW2147
 GW2147
 GW2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2147
 GW2147.The geoid height was determined by GEOID03.
 GW2147
 GW2147;                    North         East     Units Scale Factor Converg.
 GW2147;SPC VA S     - 1,138,905.274 3,450,700.930   MT  0.99995250   -0 20 19.6
 GW2147;SPC VA S     - 3,736,558.39 11,321,174.63   sFT  0.99995250   -0 20 19.6
 GW2147;UTM  17      - 4,161,398.837   671,454.826   MT  0.99996210   +1 11 04.7
 GW2147
 GW2147                          SUPERSEDED SURVEY CONTROL
 GW2147
 GW2147  NAD 83(1986)-  37 35 01.28893(N)    079 03 29.44553(W) AD(       ) 4
 GW2147  NAD 27      -  37 35 00.77073(N)    079 03 30.36293(W) AD(       ) 3
 GW2147
 GW2147.Superseded values are not recommended for survey control.
 GW2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2147.See file dsdata.txt to determine how the superseded data were derived.
 GW2147
 GW2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7145561399(NAD 83)
 GW2147_MARKER: 53 = ELEVATED TANK
 GW2147
 GW2147  HISTORY     - Date     Condition        Report By
 GW2147  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2147
 GW2147                          STATION DESCRIPTION
 GW2147
 GW2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2147'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF AMHERST.
 GW2147'
 GW2147'TO REACH THE STATION FROM THE POST OFFICE IN AMHERST, GO
 GW2147'SOUTHWESTERLY ON U.S. HIGHWAY 29 FOR 0.5 MILE TO COUNTY ROUTE
 GW2147'643 ON THE RIGHT, TURN RIGHT, NORTHWESTERLY ON COUNTY ROUTE
 GW2147'643 AND GO 0.2 MILE TO A FORK, KEEP TO THE RIGHT, ON COUNTY
 GW2147'ROUTE 1118 FOR 0.2 MILE TO THE END OF SURFACED ROAD, TURN
 GW2147'RIGHT, AND FOLLOW TRACK ROAD THROUGH WOODS FOR 0.1 MILE TO
 GW2147'THE STATION.
 GW2147'
 GW2147'THE TANK IS A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER AND
 GW2147'ABOUT 150 FEET TALL.  THE POINT OF INTERSECTION WAS THE TOP
 GW2147'AND CENTER.  FROM THE SOUTH LEG OF THE TANK TRAVERSE STATION
 GW2147'AMHERST IS 26 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1011 ***********************************************************************
 GW1011  DESIGNATION -  AMHERST RM 1
 GW1011  PID         -  GW1011
 GW1011  STATE/COUNTY-  VA/AMHERST
 GW1011  USGS QUAD   -  AMHERST (1978)
 GW1011
 GW1011                         *CURRENT SURVEY CONTROL
 GW1011  ___________________________________________________________________
 GW1011* NAD 83(1986)-  37 35 01.     (N)    079 03 29.     (W)     SCALED    
 GW1011* NAVD 88     -       234.068  (meters)     767.94   (feet)  ADJUSTED  
 GW1011  ___________________________________________________________________
 GW1011  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1011  DYNAMIC HT  -         233.895 (meters)     767.37  (feet)  COMP
 GW1011  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GW1011
 GW1011  VERT ORDER  -  SECOND    CLASS 0
 GW1011
 GW1011.The horizontal coordinates were scaled from a topographic map and have
 GW1011.an estimated accuracy of +/- 6 seconds.
 GW1011
 GW1011.The orthometric height was determined by differential leveling
 GW1011.and adjusted by the National Geodetic Survey in June 1991..
 GW1011
 GW1011.The geoid height was determined by GEOID03.
 GW1011
 GW1011.The dynamic height is computed by dividing the NAVD 88
 GW1011.geopotential number by the normal gravity value computed on the
 GW1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1011.degrees latitude (g = 980.6199 gals.).
 GW1011
 GW1011.The modeled gravity was interpolated from observed gravity values.
 GW1011
 GW1011;                    North         East    Units  Estimated Accuracy
 GW1011;SPC VA S     - 1,138,900.    3,450,710.      MT  (+/- 180 meters Scaled)
 GW1011
 GW1011                          SUPERSEDED SURVEY CONTROL
 GW1011
 GW1011  NGVD 29 (??/??/92)  234.278  (m)          768.63   (f) ADJ UNCH    2 0
 GW1011
 GW1011.Superseded values are not recommended for survey control.
 GW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1011.See file dsdata.txt to determine how the superseded data were derived.
 GW1011
 GW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB714613(NAD 83)
 GW1011_MARKER: DR = REFERENCE MARK DISK
 GW1011_SETTING: 0 = UNSPECIFIED SETTING
 GW1011_STAMPING: AMHERST NO 1 1965
 GW1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1011
 GW1011  HISTORY     - Date     Condition        Report By
 GW1011  HISTORY     - 1965     MONUMENTED       CGS
 GW1011
 GW1011                          STATION DESCRIPTION
 GW1011
 GW1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1011'AT AMHERST.
 GW1011'AT THE AMHERST STATION SITE-- 112.2 FEET NORTHEAST OF THE STATION,
 GW1011'1.3 FEET SOUTH OF A POWER LINE POLE 1043-379, 200 YARDS WEST OF
 GW1011'U.S. HIGHWAY 29 AND IS ABOUT 7 FEET BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0186 ***********************************************************************
 HW0186  DESIGNATION -  AMISS
 HW0186  PID         -  HW0186
 HW0186  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0186  USGS QUAD   -  MASSIES CORNER (1994)
 HW0186
 HW0186                         *CURRENT SURVEY CONTROL
 HW0186  ___________________________________________________________________
 HW0186* NAD 83(1993)-  38 41 40.76751(N)    078 02 34.27801(W)     ADJUSTED  
 HW0186* NAVD 88     -       200.901  (meters)     659.12   (feet)  ADJUSTED  
 HW0186  ___________________________________________________________________
 HW0186  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 HW0186  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HW0186  DYNAMIC HT  -         200.773 (meters)     658.70  (feet)  COMP
 HW0186  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 HW0186
 HW0186  HORZ ORDER  -  SECOND
 HW0186  VERT ORDER  -  FIRST     CLASS II
 HW0186
 HW0186.The horizontal coordinates were established by classical geodetic methods
 HW0186.and adjusted by the National Geodetic Survey in November 1994..
 HW0186
 HW0186.The orthometric height was determined by differential leveling
 HW0186.and adjusted by the National Geodetic Survey in June 1991..
 HW0186
 HW0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0186
 HW0186.The geoid height was determined by GEOID03.
 HW0186
 HW0186.The dynamic height is computed by dividing the NAVD 88
 HW0186.geopotential number by the normal gravity value computed on the
 HW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0186.degrees latitude (g = 980.6199 gals.).
 HW0186
 HW0186.The modeled gravity was interpolated from observed gravity values.
 HW0186
 HW0186;                    North         East     Units Scale Factor Converg.
 HW0186;SPC VA N     - 2,114,204.838 3,539,768.286   MT  0.99994929   +0 17 07.1
 HW0186;SPC VA N     - 6,936,353.71 11,613,389.78   sFT  0.99994929   +0 17 07.1
 HW0186;UTM  17      - 4,287,044.579   757,186.464   MT  1.00041461   +1 50 59.0
 HW0186;UTM  18      - 4,287,288.862   235,357.712   MT  1.00046253   -1 54 12.3
 HW0186
 HW0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0186!SPC VA N     -   0.99997361  x   0.99994929  =   0.99992290
 HW0186!UTM  17      -   0.99997361  x   1.00041461  =   1.00038821
 HW0186!UTM  18      -   0.99997361  x   1.00046253  =   1.00043613
 HW0186
 HW0186:                Primary Azimuth Mark                     Grid Az
 HW0186:SPC VA N     -  MASSIE                                   301 11 28.3
 HW0186:UTM  17      -  MASSIE                                   299 37 36.4
 HW0186:UTM  18      -  MASSIE                                   303 22 47.7
 HW0186
 HW0186|---------------------------------------------------------------------|
 HW0186| PID    Reference Object                     Distance      Geod. Az  |
 HW0186|                                                           dddmmss.s |
 HW0186| HW3264 MASSIE                              APPROX. 6.7 KM 3012835.4 |
 HW0186| HW0187 AMISS RM 1                            7.132 METERS 30440     |
 HW0186|---------------------------------------------------------------------|
 HW0186
 HW0186                          SUPERSEDED SURVEY CONTROL
 HW0186
 HW0186  NAD 83(1986)-  38 41 40.77074(N)    078 02 34.28748(W) AD(       ) 2
 HW0186  NAD 27      -  38 41 40.34257(N)    078 02 35.29355(W) AD(       ) 2
 HW0186  NGVD 29 (??/??/92)  201.100  (m)          659.78   (f) ADJ UNCH    1 2
 HW0186
 HW0186.Superseded values are not recommended for survey control.
 HW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0186.See file dsdata.txt to determine how the superseded data were derived.
 HW0186
 HW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5718687045(NAD 83)
 HW0186_MARKER: DE = TRAVERSE STATION DISK
 HW0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0186_STAMPING: AMISS 1965
 HW0186_MARK LOGO: CGS   
 HW0186_PROJECTION: FLUSH
 HW0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0186+STABILITY: SURFACE MOTION
 HW0186
 HW0186  HISTORY     - Date     Condition        Report By
 HW0186  HISTORY     - 1965     MONUMENTED       CGS
 HW0186  HISTORY     - 1965     GOOD             CGS
 HW0186  HISTORY     - 1983     GOOD             NGS
 HW0186
 HW0186                          STATION DESCRIPTION
 HW0186
 HW0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW0186'THE STATION IS LOCATED ABOUT 13.5 MILES WEST OF WARRENTON,
 HW0186'6.5 MILES SOUTHEAST OF WASHINGTON, VIRGINIA, 2.5 MILES SOUTHWEST
 HW0186'OF THE RAPPAHANNOCK RIVER AND ON THE PROPERTY OF MR. B.F. CANNON.
 HW0186'
 HW0186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15,
 HW0186'29, 17 AND 211 IN THE WEST EDGE OF WARRENTON, GO WEST ON U.S.
 HW0186'HIGHWAY 211 FOR 6.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 HW0186'229, CONTINUE WEST ON U.S. HIGHWAY 211 FOR 7.2 MILES TO A TRACK
 HW0186'ROAD ON THE LEFT AND IRON GATE WITH SIGN READING TOP RIDGE
 HW0186'FARM, TURN LEFT PASSING THROUGH IRON GATE AND FOLLOW TRACK ROAD
 HW0186'FOR 0.25 MILES TO A FORK IN FRONT OF LARGE WHITE HOUSE,
 HW0186'TURN LEFT AND GO ABOUT 100 FEET TO FENCE CORNER AND STATION ON
 HW0186'THE RIGHT.
 HW0186'
 HW0186'THE STATION MARK IS 7 FEET SOUTHWEST OF A GRAVEL DRIVE, 7
 HW0186'FEET NORTHWEST OF THE FENCE CORNER AND 1.3 FEET NORTHEAST OF
 HW0186'THE FENCE.  IT IS A STANDARD TRAVERSE DISK STAMPED AMISS 1965
 HW0186'SET IN A FLUSH, SQUARE CONCRETE MONUMENT.
 HW0186'
 HW0186'REFERENCE MARK NO. 1 IS 59 FEET SOUTHEAST OF BRICK WALK TO
 HW0186'HOUSE, 9 FEET SOUTHWEST OF THE GRAVEL DRIVE AND 1 FOOT NORTHEAST
 HW0186'OF FENCE.  IT IS A STANDARD DISK STAMPED AMISS NO 1 1965 SET IN
 HW0186'A FLUSH, SQUARE CONCRETE MONUMENT.
 HW0186'
 HW0186'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW0186
 HW0186                          STATION RECOVERY (1965)
 HW0186
 HW0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW0186'2.3 MI W FROM AMISSVILLE.
 HW0186'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE,
 HW0186'IN AMISSVILLE, TO A DIRT ROAD ON THE LEFT LEADING TO THE TOP RIDGE
 HW0186'FARM, THENCE, LEFT FOR 0.2 MILE TO THE MARK SET IN THE TOP OF A
 HW0186'CONCRETE POST, FLUSH, 23.4 FEET SOUTHEAST OF RM 1, 7 FEET SOUTHWEST
 HW0186'OF A GRAVELED DRIVEWAY, 7 FEET NORTHWEST OF THE NORTHWEST FENCE
 HW0186'CORNER OF A FENCE AROUND A LARGE WHITE HOUSE, 1.3 FEET NORTHEAST
 HW0186'OF THE FENCE, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 HW0186
 HW0186                          STATION RECOVERY (1983)
 HW0186
 HW0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0186'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 5.1 KM (3.15 MI)
 HW0186'NORTHWEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE IN AMISSVILLE,
 HW0186'THENCE 0.5 KM (0.3 MI) SOUTHWEST ALONG A DIRT ROAD TO THE MARK ON THE
 HW0186'RIGHT, AT A BEND IN THE ROAD, 3.35 METERS (11.0 FT) SOUTHWEST OF A
 HW0186'GRAVEL DRIVE, 25.11 METERS (82.4 FT) SOUTHEAST OF A BRICK WALK TO A
 HW0186'HOUSE, 7.13 METERS (23.4 FT) SOUTHEAST OF AMISS RM 1, 2.13 METERS
 HW0186'(7.0 FT) NORTH-NORTHEAST OF A 16-INCH EVERGREEN TREE.
 HW0186'THE MARK IS 0.30 M ABOVE GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0187 ***********************************************************************
 HW0187  DESIGNATION -  AMISS RM 1
 HW0187  PID         -  HW0187
 HW0187  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0187  USGS QUAD   -  MASSIES CORNER (1994)
 HW0187
 HW0187                         *CURRENT SURVEY CONTROL
 HW0187  ___________________________________________________________________
 HW0187* NAD 83(1986)-  38 41 40.     (N)    078 02 34.     (W)     SCALED    
 HW0187* NAVD 88     -       200.389  (meters)     657.44   (feet)  ADJUSTED  
 HW0187  ___________________________________________________________________
 HW0187  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HW0187  DYNAMIC HT  -         200.261 (meters)     657.02  (feet)  COMP
 HW0187  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 HW0187
 HW0187  VERT ORDER  -  FIRST     CLASS II
 HW0187
 HW0187.The horizontal coordinates were scaled from a topographic map and have
 HW0187.an estimated accuracy of +/- 6 seconds.
 HW0187
 HW0187.The orthometric height was determined by differential leveling
 HW0187.and adjusted by the National Geodetic Survey in June 1991..
 HW0187
 HW0187.The geoid height was determined by GEOID03.
 HW0187
 HW0187.The dynamic height is computed by dividing the NAVD 88
 HW0187.geopotential number by the normal gravity value computed on the
 HW0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0187.degrees latitude (g = 980.6199 gals.).
 HW0187
 HW0187.The modeled gravity was interpolated from observed gravity values.
 HW0187
 HW0187;                    North         East    Units  Estimated Accuracy
 HW0187;SPC VA N     - 2,114,180.    3,539,780.      MT  (+/- 180 meters Scaled)
 HW0187
 HW0187                          SUPERSEDED SURVEY CONTROL
 HW0187
 HW0187  NGVD 29 (??/??/92)  200.593  (m)          658.11   (f) ADJ UNCH    1 2
 HW0187
 HW0187.Superseded values are not recommended for survey control.
 HW0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0187.See file dsdata.txt to determine how the superseded data were derived.
 HW0187
 HW0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC571870(NAD 83)
 HW0187_MARKER: DR = REFERENCE MARK DISK
 HW0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0187_STAMPING: AMISS NO 1 1965
 HW0187_MARK LOGO: CGS   
 HW0187_PROJECTION: FLUSH
 HW0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0187+STABILITY: SURFACE MOTION
 HW0187
 HW0187  HISTORY     - Date     Condition        Report By
 HW0187  HISTORY     - 1965     MONUMENTED       CGS
 HW0187  HISTORY     - 1983     GOOD             NGS
 HW0187
 HW0187                          STATION DESCRIPTION
 HW0187
 HW0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0187'2.3 MI W FROM AMISSVILLE.
 HW0187'AT THE AMISS STATION SITE-- 23.4 FEET NORTHWEST OF THE STATION
 HW0187'MARK, 9 FEET SOUTHWEST OF A DRIVE, 1 FOOT NORTHEAST OF A FENCE,
 HW0187'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 1 FOOT
 HW0187'BELOW THE LEVEL OF THE STATION.
 HW0187
 HW0187                          STATION RECOVERY (1983)
 HW0187
 HW0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0187'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 5.1 KM (3.15 MI)
 HW0187'NORTHWEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE IN AMISSVILLE,
 HW0187'THENCE 0.5 KM (0.3 MI) SOUTHWEST ALONG A DIRT ROAD TO THE MARK ON THE
 HW0187'RIGHT, AT A BEND IN THE ROAD, 4.88 METERS (16.0 FT) SOUTHWEST OF A
 HW0187'GRAVEL DRIVE, 7.13 METERS (23.4 FT) NORTHWEST OF STATION AMISS.
 HW0187'THE MARK IS ABOVE LEVEL WITH GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3077 ***********************************************************************
 FX3077  DESIGNATION -  AMPHIB
 FX3077  PID         -  FX3077
 FX3077  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3077  USGS QUAD   -  LITTLE CREEK (1989)
 FX3077
 FX3077                         *CURRENT SURVEY CONTROL
 FX3077  ___________________________________________________________________
 FX3077* NAD 83(1993)-  36 55 03.75667(N)    076 10 28.43770(W)     ADJUSTED  
 FX3077* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 FX3077  ___________________________________________________________________
 FX3077  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FX3077  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX3077
 FX3077  HORZ ORDER  -  THIRD
 FX3077
 FX3077.The horizontal coordinates were established by classical geodetic methods
 FX3077.and adjusted by the National Geodetic Survey in September 1995..
 FX3077
 FX3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3077
 FX3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3077
 FX3077.The geoid height was determined by GEOID03.
 FX3077
 FX3077;                    North         East     Units Scale Factor Converg.
 FX3077;SPC VA S     - 1,067,402.757 3,707,187.690   MT  0.99997602   +1 24 40.9
 FX3077;SPC VA S     - 3,501,970.55 12,162,664.95   sFT  0.99997602   +1 24 40.9
 FX3077;UTM  18      - 4,086,387.957   395,377.160   MT  0.99973485   -0 42 20.1
 FX3077
 FX3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3077!SPC VA S     -   1.00000161  x   0.99997602  =   0.99997763
 FX3077!UTM  18      -   1.00000161  x   0.99973485  =   0.99973646
 FX3077
 FX3077:                Primary Azimuth Mark                     Grid Az
 FX3077:SPC VA S     -  H 57 VA                                  116 37 14.8
 FX3077:UTM  18      -  H 57 VA                                  118 44 15.8
 FX3077
 FX3077|---------------------------------------------------------------------|
 FX3077| PID    Reference Object                     Distance      Geod. Az  |
 FX3077|                                                           dddmmss.s |
 FX3077| FX3066 H 57 VA                             400.752 METERS 1180155.7 |
 FX3077| FX3050 RADIO TRANSMITTING TOWER            APPROX. 3.0 KM 2973303.0 |
 FX3077|---------------------------------------------------------------------|
 FX3077
 FX3077                          SUPERSEDED SURVEY CONTROL
 FX3077
 FX3077  NAD 83(1986)-  36 55 03.76236(N)    076 10 28.47542(W) AD(       ) 3
 FX3077  NAD 27      -  36 55 03.23119(N)    076 10 29.70378(W) AD(       ) 3
 FX3077  NGVD 29 (07/19/86)   27.2    (m)           89.     (f) VERT ANG       
 FX3077
 FX3077.Superseded values are not recommended for survey control.
 FX3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3077.See file dsdata.txt to determine how the superseded data were derived.
 FX3077
 FX3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9537786388(NAD 83)
 FX3077_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3077_SETTING: 0 = UNSPECIFIED SETTING
 FX3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3077
 FX3077  HISTORY     - Date     Condition        Report By
 FX3077  HISTORY     - 1980     MONUMENTED       NOSAMC
 FX3077  HISTORY     - 1987     GOOD             NOS
 FX3077
 FX3077                          STATION DESCRIPTION
 FX3077
 FX3077'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX3077'THE STATION IS LOCATED ON THE ROOF OF THE HARBOR CONTROL TOWER
 FX3077'AT THE LITTLE CREEK AMPHIBIOUS BASE.
 FX3077'
 FX3077'TO REACH THE STATION FROM GATE 5 OF LITTLE CREEK AMPHIBIOUS BASE
 FX3077'IN VIRGINIA BEACH GO NORTH ON INDEPENDANCE BLVD FOR 0.8 KM (0.5 MI)
 FX3077'TO THE JUNCTION OF 6TH STREET.  TURN LEFT AND GO WEST ON
 FX3077'6TH STREET FOR 2.4 KM (1.5 MI) TO THE HARBOR MASTERS OFFICE AND
 FX3077'CONTROL TOWER ON RIGHT AND STATION ATOP THE
 FX3077'CONTROL TOWER.
 FX3077'
 FX3077'THE STATION IS A STANDARD NOS DISK
 FX3077'STAMPED---AMPHIB 1980---,
 FX3077'CEMENTED TO THE TILE ROOF OF THE CONTROL TOWER AND PROJECTING 1
 FX3077'CM.
 FX3077'IT IS LOCATED
 FX3077'1.555 METER (5.1 FT) EAST FROM THE WEST EDGE OF THE ROOF,
 FX3077'3.06 METERS (10 FT) NORTH FROM THE SOUTH EDGE OF THE ROOF, AND
 FX3077'3.57 METERS (11.8 FT) SOUTH FROM THE NORTH EDGE OF THE ROOF.
 FX3077'
 FX3077'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FX3077
 FX3077                          STATION RECOVERY (1987)
 FX3077
 FX3077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (TDP)
 FX3077'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.THE CONTROL
 FX3077'TOWER HAS A NEW ROOF BUT MARK WAS UNDISTURBED AND IS LOCATED UNDER A
 FX3077'REMOVABLE 6 INCH ROUND CAP THAT PROJECTS APPROXIMATELY 3 INCHES.
 FX3077'HEIGHT OF LIGHT WAS 1.5 METERS.
 FX3077'DESCRIBED BY TDP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5513 ***********************************************************************
 GV5513  DESIGNATION -  AMPT
 GV5513  PID         -  GV5513
 GV5513  STATE/COUNTY-  VA/C OF RICHMOND
 GV5513  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5513
 GV5513                         *CURRENT SURVEY CONTROL
 GV5513  ___________________________________________________________________
 GV5513* NAD 83(1993)-  37 27 40.94477(N)    077 26 54.17062(W)     ADJUSTED  
 GV5513* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 GV5513  ___________________________________________________________________
 GV5513  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 GV5513  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV5513
 GV5513  HORZ ORDER  -  SECOND
 GV5513
 GV5513.The horizontal coordinates were established by classical geodetic methods
 GV5513.and adjusted by the National Geodetic Survey in September 1995..
 GV5513
 GV5513.The orthometric height was scaled from a topographic map.
 GV5513
 GV5513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5513
 GV5513.The geoid height was determined by GEOID03.
 GV5513
 GV5513;                    North         East     Units Scale Factor Converg.
 GV5513;SPC VA S     - 1,125,702.609 3,593,030.901   MT  0.99994674   +0 38 17.7
 GV5513;SPC VA S     - 3,693,242.64 11,788,135.55   sFT  0.99994674   +0 38 17.7
 GV5513;UTM  18      - 4,148,871.065   283,458.713   MT  1.00017762   -1 29 23.1
 GV5513
 GV5513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5513!SPC VA S     -   1.00000101  x   0.99994674  =   0.99994775
 GV5513!UTM  18      -   1.00000101  x   1.00017762  =   1.00017863
 GV5513
 GV5513:                Primary Azimuth Mark                     Grid Az
 GV5513:SPC VA S     -  RICHMOND MELROSE ELEVATED TANK           008 18 01.0
 GV5513:UTM  18      -  RICHMOND MELROSE ELEVATED TANK           010 25 41.8
 GV5513
 GV5513|---------------------------------------------------------------------|
 GV5513| PID    Reference Object                     Distance      Geod. Az  |
 GV5513|                                                           dddmmss.s |
 GV5513| GV5532 RICHMOND MELROSE ELEVATED TANK      APPROX. 3.8 KM 0085618.7 |
 GV5513| GV5540 WEST TRANS TWR 4 MI S RICHMOND      APPROX. 3.8 KM 0353707.1 |
 GV5513| GV5522 EAST TRANS TWR 4 MI S RICHMOND      APPROX. 3.8 KM 0461033.5 |
 GV5513| DC5540 AMPT RM 2                            24.218 METERS 08336     |
 GV5513| GV5530 RICHMOND DEEPWATER TERM NW TK       APPROX. 2.0 KM 0934632.2 |
 GV5513| GV5531 RICHMOND DEEPWATER TERM SE TK       APPROX. 2.2 KM 1043551.0 |
 GV5513| GV5527 NELSON                              APPROX. 3.4 KM 1051222.1 |
 GV5513| DC5539 AMPT RM 1                            21.809 METERS 18529     |
 GV5513|---------------------------------------------------------------------|
 GV5513
 GV5513                          SUPERSEDED SURVEY CONTROL
 GV5513
 GV5513  NAD 83(1993)-  37 27 40.94476(N)    077 26 54.16992(W) AD(       ) 2
 GV5513  NAD 83(1986)-  37 27 40.95102(N)    077 26 54.18694(W) AD(       ) 2
 GV5513  NAD 27      -  37 27 40.41900(N)    077 26 55.24700(W) AD(       ) 2
 GV5513
 GV5513.Superseded values are not recommended for survey control.
 GV5513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5513.See file dsdata.txt to determine how the superseded data were derived.
 GV5513
 GV5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8345948871(NAD 83)
 GV5513_MARKER: DS = TRIANGULATION STATION DISK
 GV5513_SETTING: 0 = UNSPECIFIED SETTING
 GV5513
 GV5513  HISTORY     - Date     Condition        Report By
 GV5513  HISTORY     - 1943     MONUMENTED       CGS
 GV5513  HISTORY     - 1952     GOOD             AMS
 GV5513  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV5513  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 GV5513  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5513
 GV5513                          STATION DESCRIPTION
 GV5513
 GV5513'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5513'STATION IS ON THE W SIDE OF JAMES RIVER ABOUT 0.2 MILE W OF
 GV5513'U.S. HIGHWAY 1, ABOUT 4 MILES S OF RICHMOND, AND ABOUT 200 YARDS
 GV5513'E OF THE ATLANTIC COAST LINE RAILROAD TRACKS, IN A SECTION
 GV5513'KNOWN LOCALLY AS AMPTHILL HEIGHTS.  SITE IS ON THE SW EDGE OF
 GV5513'THE TOP OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY AND ABOUT
 GV5513'200 YARDS N OF A PAVED ROAD KNOWN AS AMPTHILL BOULEVARD.  A
 GV5513'SWITCH TOWER IS S OF WHERE AMPTHILL BOULEVARD CROSSES THE
 GV5513'A.C.L.R.R. TRACKS, WHICH FORK HERE.  A WAGON TRAIL RUNS ALONG
 GV5513'THE W SIDE OF THE HILL AND STATION IS IN A LITTLE CLEARING
 GV5513'ABOUT 60 FEET E OF WHERE THIS ROAD HAS CAVED IN AND IS NO
 GV5513'LONGER PASSABLE.  CLEARING IS ABOUT 200 METERS E OF THE SHED IN
 GV5513'WHICH THE A.C.L.R.R. STORES ITS HANDCARS, ETC., AND
 GV5513'ABOUT 300 METERS NE OF THE A.C.L.R.R. SWITCH TOWER ON THE
 GV5513'RAILROAD TRACKS.  STATION MARK PROJECTS ABOUT 3 INCHES.
 GV5513'
 GV5513'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 GV5513'NO UNDERGROUND, AZIMUTH, OR WITNESS MARK WAS SET.
 GV5513'
 GV5513'REFERENCE MARK 1 IS S OF THE STATION, BELOW A LITTLE BREAK IN
 GV5513'LAND, AND ABOUT 35 FEET E OF THE CENTER LINE OF THE ROAD.  IT
 GV5513'PROJECTS ABOUT 3 INCHES.
 GV5513'
 GV5513'REFERENCE MARK 2 IS E OF THE STATION AND PROJECTS ABOUT 6 INCHES
 GV5513'ABOVE GROUND.
 GV5513'
 GV5513'TO REACH STATION FROM RICHMOND, FOLLOW U.S. HIGHWAY 1 FROM THE
 GV5513'S END OF THE LEE BRIDGE FOR 4.9 MILES TO WHERE THE AMPTHILL
 GV5513'BOULEVARD JOINS FROM THE RIGHT.  (THE NW CORNER OF THE DUPONT PLANT
 GV5513'IS ON THE OPPOSITE SIDE OF THE ROAD.) FOLLOW THE AMPTHILL
 GV5513'BOULEVARD FOR 0.25 MILE TO WHERE A WAGON TRACK DIRT ROAD COMES
 GV5513'OUT OF THE BRUSH FROM THE RIGHT, WHICH IS ABOUT 100 YARDS E OF
 GV5513'THE RAILROAD TRACKS.  WAGON-TRACK DIRT ROAD IS ABOUT 175 YARDS
 GV5513'W OF THE INTERSECTION OF AMPTHILL BOULEVARD AND STATE HIGHWAY
 GV5513'1210.  TURN RIGHT ONTO DIRT WAGON TRAIL AND FOLLOW FOR 0.1 MILE
 GV5513'TO WHERE ROAD HAS CAVED IN AND SITE IS ABOUT 10 TO 15
 GV5513'YARDS ON THE RIGHT UP IN THE BRUSH.  THIS IS NOT THE HIGHEST
 GV5513'POINT BUT IS AS FAR AS TRUCK CAN GO.
 GV5513'
 GV5513'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV5513
 GV5513                          STATION RECOVERY (1952)
 GV5513
 GV5513'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5513'RECOVERED AS DESCRIBED.  WAGON ROAD NOW DIM TRAIL.  STATION
 GV5513'LOCATED ABOUT 25 FEET ENE OF 12-INCH OAK TREE SITUATED ON TOP EDGE
 GV5513'OF BREAK IN TERRAIN.  BRONZE TABLET SET IN CONCRETE.  PROJECTS
 GV5513'2 INCHES ABOVE GROUND.
 GV5513
 GV5513                          STATION RECOVERY (1996)
 GV5513
 GV5513'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5513'MARK NOT FOUND.
 GV5513
 GV5513                          STATION RECOVERY (1999)
 GV5513
 GV5513'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5513'MARK NOT FOUND.
 GV5513
 GV5513                          STATION RECOVERY (2004)
 GV5513
 GV5513'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4895 ***********************************************************************
 GV4895  DESIGNATION -  ANCHOR 1912
 GV4895  PID         -  GV4895
 GV4895  STATE/COUNTY-  VA/KING WILLIAM
 GV4895  USGS QUAD   -  NEW KENT (1978)
 GV4895
 GV4895                         *CURRENT SURVEY CONTROL
 GV4895  ___________________________________________________________________
 GV4895* NAD 83(1993)-  37 33 27.69650(N)    076 57 15.35424(W)     ADJUSTED  
 GV4895* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4895  ___________________________________________________________________
 GV4895  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 GV4895  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 GV4895
 GV4895  HORZ ORDER  -  THIRD
 GV4895
 GV4895.The horizontal coordinates were established by classical geodetic methods
 GV4895.and adjusted by the National Geodetic Survey in November 1994..
 GV4895
 GV4895.The orthometric height was scaled from a topographic map.
 GV4895
 GV4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4895
 GV4895.The geoid height was determined by GEOID03.
 GV4895
 GV4895;                    North         East     Units Scale Factor Converg.
 GV4895;SPC VA S     - 1,136,992.227 3,636,564.257   MT  0.99995089   +0 56 17.3
 GV4895;SPC VA S     - 3,730,282.00 11,930,961.23   sFT  0.99995089   +0 56 17.3
 GV4895;UTM  18      - 4,158,536.845   327,386.675   MT  0.99996702   -1 11 29.5
 GV4895
 GV4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4895!SPC VA S     -   1.00000543  x   0.99995089  =   0.99995632
 GV4895!UTM  18      -   1.00000543  x   0.99996702  =   0.99997245
 GV4895
 GV4895:                Primary Azimuth Mark                     Grid Az
 GV4895:SPC VA S     -  RESIDENT                                 359 41 58.6
 GV4895:UTM  18      -  RESIDENT                                 001 49 45.4
 GV4895
 GV4895|---------------------------------------------------------------------|
 GV4895| PID    Reference Object                     Distance      Geod. Az  |
 GV4895|                                                           dddmmss.s |
 GV4895| GV4975 RESIDENT                            493.494 METERS 0003815.9 |
 GV4895| GV4939 GUM                                 APPROX. 0.6 KM 3383613.6 |
 GV4895|---------------------------------------------------------------------|
 GV4895
 GV4895                          SUPERSEDED SURVEY CONTROL
 GV4895
 GV4895  NAD 83(1986)-  37 33 27.69784(N)    076 57 15.36986(W) AD(       ) 3
 GV4895  NAD 27      -  37 33 27.17100(N)    076 57 16.49200(W) AD(       ) 3
 GV4895
 GV4895.Superseded values are not recommended for survey control.
 GV4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4895.See file dsdata.txt to determine how the superseded data were derived.
 GV4895
 GV4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2738758537(NAD 83)
 GV4895_MARKER: N = NAIL
 GV4895_SETTING: 0 = UNSPECIFIED SETTING
 GV4895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4895
 GV4895  HISTORY     - Date     Condition        Report By
 GV4895  HISTORY     - 1912     MONUMENTED       CGS
 GV4895  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4895  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4895
 GV4895                          STATION DESCRIPTION
 GV4895
 GV4895'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4895'STATION IS 40 METERS E OF OUTER EDGE OF BAR ON THE LEFT BANK
 GV4895'OF THE PAMUNKEY RIVER, DESCENDING, ABOUT 400 METERS BELOW N END
 GV4895'OF OLD FERRY, WHERE THERE IS ABOUT 5 INCHES OF WATER AT LOW
 GV4895'TIDE, ABOUT 125 METERS OUT FROM CONCAVE WOOD LINE OF COHOKE
 GV4895'MARSH, AND ABOUT 200 METERS NW BY W FROM HEAD OF COHOKE CREEK.
 GV4895'
 GV4895'STATION IS MARKED BY NAIL IN STAKE.
 GV4895
 GV4895                          STATION RECOVERY (1999)
 GV4895
 GV4895'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4895'MARK NOT FOUND.
 GV4895
 GV4895                          STATION RECOVERY (2003)
 GV4895
 GV4895'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3646 ***********************************************************************
 GV3646  DESIGNATION -  ANCHOR 1920
 GV3646  PID         -  GV3646
 GV3646  STATE/COUNTY-  VA/LANCASTER
 GV3646  USGS QUAD   -  DELTAVILLE (1992)
 GV3646
 GV3646                         *CURRENT SURVEY CONTROL
 GV3646  ___________________________________________________________________
 GV3646* NAD 83(1993)-  37 37 12.96336(N)    076 18 51.40636(W)     ADJUSTED  
 GV3646* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3646  ___________________________________________________________________
 GV3646  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 GV3646  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV3646
 GV3646  HORZ ORDER  -  THIRD
 GV3646
 GV3646.The horizontal coordinates were established by classical geodetic methods
 GV3646.and adjusted by the National Geodetic Survey in November 1994..
 GV3646
 GV3646.The orthometric height was scaled from a topographic map.
 GV3646
 GV3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3646
 GV3646.The geoid height was determined by GEOID03.
 GV3646
 GV3646;                    North         East     Units Scale Factor Converg.
 GV3646;SPC VA S     - 1,145,052.497 3,692,936.989   MT  0.99995510   +1 19 35.6
 GV3646;SPC VA S     - 3,756,726.40 12,115,910.77   sFT  0.99995510   +1 19 35.6
 GV3646;UTM  18      - 4,164,496.392   384,014.693   MT  0.99976570   -0 48 08.5
 GV3646
 GV3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3646!SPC VA S     -   1.00000565  x   0.99995510  =   0.99996075
 GV3646!UTM  18      -   1.00000565  x   0.99976570  =   0.99977135
 GV3646
 GV3646:                Primary Azimuth Mark                     Grid Az
 GV3646:SPC VA S     -  WINDMILL POINT LIGHTHOUSE 1898           109 10 49.7
 GV3646:UTM  18      -  WINDMILL POINT LIGHTHOUSE 1898           111 18 33.8
 GV3646
 GV3646|---------------------------------------------------------------------|
 GV3646| PID    Reference Object                     Distance      Geod. Az  |
 GV3646|                                                           dddmmss.s |
 GV3646| GV3629 WINDMILL POINT LIGHTHOUSE 1898      APPROX. 7.4 KM 1103025.3 |
 GV3646|---------------------------------------------------------------------|
 GV3646
 GV3646                          SUPERSEDED SURVEY CONTROL
 GV3646
 GV3646  NAD 83(1993)-  37 37 12.96487(N)    076 18 51.42688(W) AD(       ) 3
 GV3646  NAD 83(1986)-  37 37 12.96232(N)    076 18 51.42701(W) AD(       ) 3
 GV3646  NAD 27      -  37 37 12.50600(N)    076 18 52.64400(W) AD(       ) 3
 GV3646
 GV3646.Superseded values are not recommended for survey control.
 GV3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3646.See file dsdata.txt to determine how the superseded data were derived.
 GV3646
 GV3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8401564496(NAD 83)
 GV3646_MARKER: I = METAL ROD
 GV3646_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3646_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GV3646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3646
 GV3646  HISTORY     - Date     Condition        Report By
 GV3646  HISTORY     - 1920     MONUMENTED       VACF
 GV3646  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3646  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 GV3646  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3646
 GV3646                          STATION DESCRIPTION
 GV3646
 GV3646'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV3646'ON THE RAPPAHANNOCK RIVER, LOCATED ABOUT ONE MILE WEST OF
 GV3646'WESTLAND WHARF ON THE SOUTH SIDE OF WINDMILL POINT, ABOUT
 GV3646'9 METERS BACK FROM AND 6 FEET ABOVE THE MEAN HIGH WATER MARK.
 GV3646'AT THE STATION, WINDMILL POINT LIGHTHOUSE CLEARS THE END
 GV3646'OF THE WHARF BY ABOUT THREE TIMES THE DIAMETER OF THE LIGHTHOUSE.
 GV3646'
 GV3646'STATION IS ON TOP OF WHAT APPEARS TO BE THE RIDGE FORMED BY
 GV3646'THE HIGHEST STORM WATER.
 GV3646'
 GV3646'STATION MARK IS END OF BRASS PIPE SET IN CONCRETE MASS.
 GV3646'
 GV3646'REFERENCE MARKS ARE NAILS SET IN MASSES OF CONCRETE ABOUT
 GV3646'1-1/2 FEET DEEP, HAVING TRIANGULAR TOPS ABOUT 8 INCHES ON
 GV3646'A SIDE.
 GV3646'
 GV3646'WITNESS MARKS ARE NAILS IN CENTER OF TRIANGLES CUT IN TREES
 GV3646'ON SIDE FACING STATION, ABOUT 6 FEET ABOVE GROUND.
 GV3646'
 GV3646'ESTABLISHED BY MR. RUEDIGER.  MARKED AND DESCRIBED BY H.B.
 GV3646'CAMPBELL.
 GV3646
 GV3646                          STATION RECOVERY (1943)
 GV3646
 GV3646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3646'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT WAS
 GV3646'FOUND THROUGH MR. H.E. GEORGE THAT IN THE PAST 20 YEARS
 GV3646'THE SHORELINE IN THIS LOCALITY HAS WASHED BACK AT LEAST 200
 GV3646'FEET.  IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 GV3646
 GV3646                          STATION RECOVERY (1998)
 GV3646
 GV3646'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3646'MARK NOT FOUND.
 GV3646
 GV3646                          STATION RECOVERY (2002)
 GV3646
 GV3646'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3647 ***********************************************************************
 GV3647  DESIGNATION -  ANCHOR 2
 GV3647  PID         -  GV3647
 GV3647  STATE/COUNTY-  VA/LANCASTER
 GV3647  USGS QUAD   -  DELTAVILLE (1992)
 GV3647
 GV3647                         *CURRENT SURVEY CONTROL
 GV3647  ___________________________________________________________________
 GV3647* NAD 83(1993)-  37 37 04.88440(N)    076 19 28.85321(W)     ADJUSTED  
 GV3647* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3647  ___________________________________________________________________
 GV3647  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 GV3647  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 GV3647
 GV3647  HORZ ORDER  -  THIRD
 GV3647
 GV3647.The horizontal coordinates were established by classical geodetic methods
 GV3647.and adjusted by the National Geodetic Survey in November 1994..
 GV3647
 GV3647.The orthometric height was scaled from a topographic map.
 GV3647
 GV3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3647
 GV3647.The geoid height was determined by GEOID03.
 GV3647
 GV3647;                    North         East     Units Scale Factor Converg.
 GV3647;SPC VA S     - 1,144,782.289 3,692,024.698   MT  0.99995493   +1 19 12.9
 GV3647;SPC VA S     - 3,755,839.89 12,112,917.70   sFT  0.99995493   +1 19 12.9
 GV3647;UTM  18      - 4,164,260.304   383,093.167   MT  0.99976834   -0 48 31.2
 GV3647
 GV3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3647!SPC VA S     -   1.00000565  x   0.99995493  =   0.99996058
 GV3647!UTM  18      -   1.00000565  x   0.99976834  =   0.99977399
 GV3647
 GV3647|---------------------------------------------------------------------|
 GV3647| PID    Reference Object                     Distance      Geod. Az  |
 GV3647|                                                           dddmmss.s |
 GV3647| DC8933 ANCHOR 2 RM 1                        19.557 METERS 01533     |
 GV3647| DC8934 ANCHOR 2 RM 2                        18.543 METERS 10527     |
 GV3647| GV3661 MOSQUITO 3                          APPROX. 3.3 KM 2501520.5 |
 GV3647| GV3662 OYSTER HOUSE SOUTH GABLE            APPROX. 1.9 KM 2855012.2 |
 GV3647|---------------------------------------------------------------------|
 GV3647
 GV3647                          SUPERSEDED SURVEY CONTROL
 GV3647
 GV3647  NAD 83(1993)-  37 37 04.88340(N)    076 19 28.87106(W) AD(       ) 3
 GV3647  NAD 83(1986)-  37 37 04.88297(N)    076 19 28.87150(W) AD(       ) 3
 GV3647  NAD 27      -  37 37 04.38700(N)    076 19 30.09700(W) AD(       ) 3
 GV3647
 GV3647.Superseded values are not recommended for survey control.
 GV3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3647.See file dsdata.txt to determine how the superseded data were derived.
 GV3647
 GV3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8309364260(NAD 83)
 GV3647_MARKER: DE = TRAVERSE STATION DISK
 GV3647_SETTING: 0 = UNSPECIFIED SETTING
 GV3647
 GV3647  HISTORY     - Date     Condition        Report By
 GV3647  HISTORY     - 1944     MONUMENTED       CGS
 GV3647  HISTORY     - 1954     GOOD             CGS
 GV3647  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3647  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 GV3647  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV3647
 GV3647                          STATION DESCRIPTION
 GV3647
 GV3647'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3647'THE STATION IS LOCATED ON THE ISLAND KNOWN AS GOVERNMENT
 GV3647'BAR (GOVERNMENT POINT), ON THE N SHORE OF THE RAPPAHANNOCK
 GV3647'RIVER, 1 MILE E OF THE VILLAGE OF PALMER, AND 1.8 MILES W
 GV3647'OF THE OLD WHARF AT WESTLAND.
 GV3647'
 GV3647'THE STATION IS 64.0 FEET N OF THE HIGH-WATER LINE, 88.1 FEET
 GV3647'S OF THE HIGH-WATER LINE ON THE N SIDE OF THE ISLAND, OPPOSITE
 GV3647'A MARSH MAKING OUT FROM THE MAINLAND, 98.0 METERS W OF THE
 GV3647'W OF TWO LARGE PINES, AND 3,700 FEET E OF THE W END OF THE
 GV3647'ISLAND.
 GV3647'
 GV3647'THE STATION IS A BRONZE TRAVERSE DISK STAMPED ANCHOR 2 1944
 GV3647'AND SET IN CONCRETE.
 GV3647'
 GV3647'REFERENCE MARK 1 IS LOCATED ON THE N SIDE OF THE ISLAND,
 GV3647'57.0 FEET S OF THE HIGH-WATER LINE, AND 112.0 FEET N OF
 GV3647'THE HIGH-WATER LINE.  IT IS A BRONZE REFERENCE DISK STAMPED
 GV3647'ANCHOR 2 R.M. 1 AND SET IN CONCRETE.
 GV3647'
 GV3647'REFERENCE MARK 2 IS LOCATED ON THE S SIDE OF THE ISLAND,
 GV3647'125.0 FEET S OF THE HIGH-WATER LINE, AND 44.0 FEET N OF THE
 GV3647'HIGH-WATER LINE.  IT IS A BRONZE REFERENCE DISK STAMPED ANCHOR
 GV3647'2 R.M. 2 AND SET IN CONCRETE.
 GV3647
 GV3647                          STATION RECOVERY (1954)
 GV3647
 GV3647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3647'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GV3647'DISTANCES TO THE REFERENCE MARKS ARE IN AGREEMENT WITH THOSE
 GV3647'PUBLISHED.  REFERENCE MARK 2 IS 2 IN. BELOW THE SURFACE.
 GV3647
 GV3647                          STATION RECOVERY (1994)
 GV3647
 GV3647'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3647'MARK NOT FOUND.
 GV3647
 GV3647                          STATION RECOVERY (1998)
 GV3647
 GV3647'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3647'MARK NOT FOUND.
 GV3647
 GV3647                          STATION RECOVERY (2002)
 GV3647
 GV3647'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2520 ***********************************************************************
 FY2520  DESIGNATION -  ANDERSON
 FY2520  PID         -  FY2520
 FY2520  STATE/COUNTY-  VA/MECKLENBURG
 FY2520  USGS QUAD   -  BOYDTON (1990)
 FY2520
 FY2520                         *CURRENT SURVEY CONTROL
 FY2520  ___________________________________________________________________
 FY2520* NAD 83(1993)-  36 37 36.39427(N)    078 25 00.03548(W)     ADJUSTED  
 FY2520* NAVD 88     -       129.62   (+/-2cm)     425.3    (feet)  VERTCON   
 FY2520  ___________________________________________________________________
 FY2520  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 FY2520  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY2520
 FY2520  HORZ ORDER  -  FIRST
 FY2520  VERT ORDER  -  THIRD ? (See Below)
 FY2520
 FY2520.The horizontal coordinates were established by classical geodetic methods
 FY2520.and adjusted by the National Geodetic Survey in September 1995..
 FY2520
 FY2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2520.The vertical order pertains to the NGVD 29 superseded value.
 FY2520
 FY2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2520
 FY2520.The geoid height was determined by GEOID03.
 FY2520
 FY2520;                    North         East     Units Scale Factor Converg.
 FY2520;SPC VA S     - 1,032,568.165 3,507,453.065   MT  1.00002833   +0 03 02.1
 FY2520;SPC VA S     - 3,387,684.05 11,507,368.93   sFT  1.00002833   +0 03 02.1
 FY2520;SPC NC       -   319,307.569   661,784.588   MT  1.00016097   +0 20 12.0
 FY2520;SPC NC       - 1,047,594.92  2,171,204.94   sFT  1.00016097   +0 20 12.0
 FY2520;UTM  17      - 4,056,578.752   730,995.257   MT  1.00025744   +1 32 30.8
 FY2520
 FY2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2520!SPC VA S     -   0.99998468  x   1.00002833  =   1.00001301
 FY2520!SPC NC       -   0.99998468  x   1.00016097  =   1.00014565
 FY2520!UTM  17      -   0.99998468  x   1.00025744  =   1.00024212
 FY2520
 FY2520:                Primary Azimuth Mark                     Grid Az
 FY2520:SPC VA S     -  BOYDTON MUNICIPAL TANK                   028 21 16.9
 FY2520:SPC NC       -  BOYDTON MUNICIPAL TANK                   028 04 07.0
 FY2520:UTM  17      -  BOYDTON MUNICIPAL TANK                   026 51 48.2
 FY2520
 FY2520|---------------------------------------------------------------------|
 FY2520| PID    Reference Object                     Distance      Geod. Az  |
 FY2520|                                                           dddmmss.s |
 FY2520| FY2521 BOYDTON MUNICIPAL TANK              APPROX. 5.2 KM 0282419.0 |
 FY2520| FY2515 SOUTH HILL MUNICIPAL TANK           APPROX.27.5 KM 0664643.7 |
 FY2520| DC5541 ANDERSON RM 1 AZIMUTH                              1101257.4 |
 FY2520| DC5542 ANDERSON RM 2                        20.360 METERS 13539     |
 FY2520| FY3025 CLARKSVILLE PACIFIC MILLS TANK      APPROX.10.9 KM 2590305.2 |
 FY2520| DC5544 ANDERSON RM 4                        23.470 METERS 26527     |
 FY2520| DC5543 ANDERSON RM 3                        23.470 METERS 26528     |
 FY2520| FY3024 CLARKSVILLE MUNICIPAL TANK          APPROX.12.5 KM 2683318.3 |
 FY2520|---------------------------------------------------------------------|
 FY2520
 FY2520                          SUPERSEDED SURVEY CONTROL
 FY2520
 FY2520  NAD 83(1986)-  36 37 36.39234(N)    078 25 00.04472(W) AD(       ) 1
 FY2520  NAD 27      -  36 37 35.89193(N)    078 25 01.04938(W) AD(       ) 1
 FY2520  NGVD 29 (07/19/86)  129.91   (m)          426.2    (f) LEVELING    3  
 FY2520
 FY2520.Superseded values are not recommended for survey control.
 FY2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2520.See file dsdata.txt to determine how the superseded data were derived.
 FY2520
 FY2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3099556579(NAD 83)
 FY2520_MARKER: DS = TRIANGULATION STATION DISK
 FY2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2520
 FY2520  HISTORY     - Date     Condition        Report By
 FY2520  HISTORY     - 1933     MONUMENTED       CGS
 FY2520  HISTORY     - 1966     GOOD             CGS
 FY2520  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY2520
 FY2520                          STATION DESCRIPTION
 FY2520
 FY2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY2520'ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF BOYDTON, 8 MILES EAST
 FY2520'OF CLARKSVILLE, AND 5-1/2 MILES NORTH OF VIRGINIA-NORTH
 FY2520'CAROLINA STATE LINE, ON LAND OWNED BY J.M. ANDERSON AND
 FY2520'OCCUPIED BY Z.V. POTEAT.  TO REACH FROM BOYDTON, GO WEST ABOUT
 FY2520'1 MILE ON ROUTE 58 TO RANDOLPH-MACON COLLEGE ON NORTH SIDE
 FY2520'OF HIGHWAY, TURN SOUTH ONTO GRAVEL ROAD AT TAYLORS FERRY
 FY2520'HISTORIC SIGN, KEEP LEFT AT FIRST FORK AT 0.3 MILE, CONTINUE
 FY2520'2.1 MILES TO FORK OPPOSITE WHITE CHURCH ON RIGHT, TURN RIGHT
 FY2520'AND CONTINUE 0.25 MILE TO POTEATS HOUSE ON TOP OF HILL.
 FY2520'STATION IS IN MIDST OF GROUP OF TALL OAK TREES, 60 FEET NORTHWEST
 FY2520'OF NORTHEAST CORNER OF HOUSE, 52 FEET NORTHEAST OF NORTHWEST
 FY2520'CORNER OF HOUSE, 39 FEET EAST OF NORTHEAST CORNER OF
 FY2520'SHED, AND 42 FEET SOUTHEAST OF SOUTH CORNER OF ANOTHER
 FY2520'SHED.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FY2520'STATION MARKS IN CONCRETE.  REFERENCE
 FY2520'MARKS NOS. 1 AND 2 ARE STANDARD REFERENCE DISKS IN
 FY2520'CONCRETE.   NO. 1 IS 5 METERS (16 FEET) WEST OF
 FY2520'CENTER LINE OF NORTH-AND-SOUTH ROAD, 3 METERS (10 FEET)
 FY2520'NORTH OF DRAINAGE DITCH, AND APPROXIMATELY 0.3 MILE FROM
 FY2520'STATION.  NO. 2 IS 7
 FY2520'FEET EAST OF NORTHEAST CORNER OF POTEATS HOUSE, AND 66.79
 FY2520'FEET FROM STATION.
 FY2520'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK IN A BOULDER,
 FY2520'10 FEET WEST OF NORTHWEST CORNER OF SHED NEAREST
 FY2520'TO HOUSE, 7 PACES SOUTH OF 30-INCH OAK TREE, AND 77.00 FEET
 FY2520'FROM STATION S 85 DEG 28 MIN W.
 FY2520
 FY2520                          STATION RECOVERY (1966)
 FY2520
 FY2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY2520'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FY2520'IN GOOD CONDITION.  THE DISK FOR REFERENCE MARK NO. 3 WAS
 FY2520'FOUND DESTROYED AND REFERENCE MARK NO. 4 WAS SET AT THIS TIME.
 FY2520'
 FY2520'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FY2520'
 FY2520'THE STATION IS LOCATED ABOUT 8 MILES EAST OF CLARKSVILLE, 5.5
 FY2520'MILES NORTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE AND 3
 FY2520'MILES SOUTHWEST OF BOYDTON.  THE PROPERTY IS OWNED BY MR.
 FY2520'W.S. HUNDLEY.
 FY2520'
 FY2520'TO REACH THE STATION FROM THE POST OFFICE IN BOYDTON, GO
 FY2520'WESTERLY ON U.S. HIGHWAY 58 FOR 1.2 MILES TO COUNTY ROAD
 FY2520'756 ON THE LEFT, TURN LEFT ON COUNTY ROAD 756 AND GO 0.2
 FY2520'MILE TO COUNTY ROAD 705 ON THE RIGHT, TURN RIGHT ON COUNTY
 FY2520'ROAD 705 AND GO 2.4 MILES TO A FORK, KEEP RIGHT FORK AND GO
 FY2520'0.2 MILE TO TOP OF HILL AND STATION ON THE RIGHT, AT AN OLD
 FY2520'ABANDONED HOUSE.
 FY2520'
 FY2520'THE STATION MARK IS 60.0 FEET NORTHWEST OF THE NORTHEAST CORNER
 FY2520'OF HOUSE, 20.0 FEET NORTHEAST OF A 2-FOOT OAK TREE AND 3.0
 FY2520'FEET SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 FY2520'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 FY2520'AND STAMPED ANDERSON 1933.
 FY2520'
 FY2520'REFERENCE MARK NO. 1 IS 15.0 FEET WEST OF THE APPROXIMATE
 FY2520'CENTERLINE OF COUNTY ROAD 705, 2.3 FEET SOUTH OF A METAL WITNESS
 FY2520'POST AND 1.0 FOOT EAST OF A WIRE FENCE.  THE MARK IS A STANDARD
 FY2520'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FY2520'4 INCHES AND STAMPED ANDERSON NO 1 1933.
 FY2520'
 FY2520'REFERENCE MARK NO. 2 IS 8.0 FEET EAST OF THE NORTHEAST CORNER
 FY2520'OF HOUSE AND 1.0 FOOT NORTHEAST OF PORCH.  THE MARK IS A
 FY2520'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FY2520'PROJECTS 10 INCHES AND STAMPED ANDERSON NO 2 1933.
 FY2520'
 FY2520'REFERENCE MARK NO. 4 IS 61.0 FEET SOUTHWEST OF AN OLD SHED
 FY2520'AND 51.0 FEET NORTHWEST OF A WIRE FENCE.  THE MARK IS A
 FY2520'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 FY2520'PROJECTS 6 INCHES AND STAMPED ANDERSON NO 4 1933.
 FY2520'
 FY2520'TO REACH REFERENCE MARK NO. 1 FROM THE FORK, KEEP THE LEFT
 FY2520'FORK ON COUNTY ROAD 705 FOR 0.25 MILE TO THE MARK ON THE
 FY2520'RIGHT.
 FY2520'
 FY2520'NOTE REFERENCE MARK NO. 1 IS THE AZIMUTH MARK.
 FY2520
 FY2520                          STATION RECOVERY (2005)
 FY2520
 FY2520'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY2520'AREA CHANGED AND REGRADED AND A NEW HOUSE BUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4492 ***********************************************************************
 GV4492  DESIGNATION -  ANDERSON 2
 GV4492  PID         -  GV4492
 GV4492  STATE/COUNTY-  VA/KING AND QUEEN
 GV4492  USGS QUAD   -  GRESSITT (1986)
 GV4492
 GV4492                         *CURRENT SURVEY CONTROL
 GV4492  ___________________________________________________________________
 GV4492* NAD 83(1993)-  37 29 23.00190(N)    076 44 29.17602(W)     ADJUSTED  
 GV4492* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4492  ___________________________________________________________________
 GV4492  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 GV4492  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 GV4492
 GV4492  HORZ ORDER  -  THIRD
 GV4492
 GV4492.The horizontal coordinates were established by classical geodetic methods
 GV4492.and adjusted by the National Geodetic Survey in September 1995..
 GV4492
 GV4492.The orthometric height was scaled from a topographic map.
 GV4492
 GV4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4492
 GV4492.The geoid height was determined by GEOID03.
 GV4492
 GV4492;                    North         East     Units Scale Factor Converg.
 GV4492;SPC VA S     - 1,129,779.089 3,655,505.822   MT  0.99994767   +1 04 02.3
 GV4492;SPC VA S     - 3,706,616.89 11,993,105.35   sFT  0.99994767   +1 04 02.3
 GV4492;UTM  18      - 4,150,625.340   346,046.888   MT  0.99989195   -1 03 36.3
 GV4492
 GV4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4492!SPC VA S     -   1.00000551  x   0.99994767  =   0.99995318
 GV4492!UTM  18      -   1.00000551  x   0.99989195  =   0.99989746
 GV4492
 GV4492|---------------------------------------------------------------------|
 GV4492| PID    Reference Object                     Distance      Geod. Az  |
 GV4492|                                                           dddmmss.s |
 GV4492| DC8936 ANDERSON 2 RM 2 BLOCK                18.959 METERS 12813     |
 GV4492| GV4515 WATCH BOX ABOVE ROANE 2 CHIM        APPROX. 2.3 KM 1592449.7 |
 GV4492| DC8937 ANDERSON 2 RM 3 PINE                 11.554 METERS 16736     |
 GV4492| GV4698 OLD RUINS WATCH HOUSE CENTER        APPROX. 2.9 KM 2042132.8 |
 GV4492| GV4692 BELL ROCK LIGHTHOUSE                APPROX. 1.0 KM 2290418.2 |
 GV4492| GV4695 FILLBATES CREEK FLATS LIGHT         APPROX. 3.6 KM 2822842.4 |
 GV4492| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 6.7 KM 3131131.2 |
 GV4492| DC8935 ANDERSON 2 RM 1 CEDAR                17.167 METERS 34532     |
 GV4492|---------------------------------------------------------------------|
 GV4492
 GV4492                          SUPERSEDED SURVEY CONTROL
 GV4492
 GV4492  NAD 83(1993)-  37 29 23.00217(N)    076 44 29.17603(W) AD(       ) 3
 GV4492  NAD 83(1986)-  37 29 23.00417(N)    076 44 29.19274(W) AD(       ) 3
 GV4492  NAD 27      -  37 29 22.47900(N)    076 44 30.33300(W) AD(       ) 3
 GV4492
 GV4492.Superseded values are not recommended for survey control.
 GV4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4492.See file dsdata.txt to determine how the superseded data were derived.
 GV4492
 GV4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4604750625(NAD 83)
 GV4492_MARKER: DS = TRIANGULATION STATION DISK
 GV4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4492
 GV4492  HISTORY     - Date     Condition        Report By
 GV4492  HISTORY     - 1911     MONUMENTED       CGS
 GV4492  HISTORY     - 1932     GOOD             VACF
 GV4492  HISTORY     - 1944     GOOD             CGS
 GV4492  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GV4492  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4492  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4492  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4492
 GV4492                          STATION DESCRIPTION
 GV4492
 GV4492'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4492'STATION IS ON THE BELLEVUE FARM, 30 METERS BELOW THE BANK
 GV4492'OF HARTLEY CREEK, 6 METERS BACK FROM EDGE OF SWAMP ON A SANDY
 GV4492'AND GRASSY POINT OF GROUND ABOUT 3 FEET ABOVE ORDINARY HIGH
 GV4492'WATER, 11-1/2 METERS ABOVE THE NOTABLE PINE TREE (3-1/2 FEET
 GV4492'DIAMETER) ABOUT 32 METERS FROM RIVER FRONT.
 GV4492'
 GV4492'STATION IS MARKED BY CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4492'CIRCULAR BRASS PLATE, LEGEND AND SMALL TRIANGLE.  SUBSURFACE
 GV4492'MARK IS NOZZLE OF BOTTLE.
 GV4492'
 GV4492'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON CEDAR TREE
 GV4492'(9-INCH DIAMETER) 2 FEET ABOVE GROUND, DISTANT 17.167 METERS
 GV4492'ON LINE 190 DEG 58 MIN 28.1 SEC TO RIGHT OF LINE TO ROANE 2.
 GV4492'
 GV4492'REFERENCE MARK NO. 2 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4492'SET ON GENTLE SLOPE WELL BACK AND BELOW THE PINE TREE, DISTANT
 GV4492'18.959 METERS ON LINE 333 DEG 39 MIN 18.1 SEC TO RIGHT OF
 GV4492'LINE TO ROANE 2.
 GV4492'
 GV4492'REFERENCE MARK NO. 3 IS HEAD OF SPIKE DRIVEN INTO LARGE
 GV4492'DEEP CUT ON LARGE PINE TREE, DISTANT 11.554 METERS ON LINE
 GV4492'13 DEG 02 MIN 29.4 SEC TO RIGHT OF LINE TO ROANE 2.
 GV4492
 GV4492                          STATION RECOVERY (1932)
 GV4492
 GV4492'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4492'RECOVERED STATION MARK ABOUT 6 INCHES BELOW SURFACE OF SOIL
 GV4492'IN HEAVY YOUNG GROWTH OF BUSHES AND BRIARS.
 GV4492'
 GV4492'REFERENCE MARK NO. 1 COULD NOT BE LOCATED IN THE HEAVY YOUNG
 GV4492'UNDERGROWTH COVERING POINT.  REFERENCE MARK NO. 2, FOUND
 GV4492'ON TOP OF GROUND, DUG UP, CARRIED THIS MARKER, BURIED
 GV4492'SAME WITH A FEW INCHES EXTENDING OUT OF THE MARSH IN FRONT
 GV4492'OF STATION.
 GV4492'
 GV4492'REFERENCE MARK NO. 3, A VERY LARGE PINE HAS BEEN CUT DOWN,
 GV4492'BUT HIGH STUMP AND BODY WILL REMAIN SOME YEARS.
 GV4492
 GV4492                          STATION RECOVERY (1944)
 GV4492
 GV4492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4492'THE STATION AND THE REFERENCE MARK WERE RECOVERED AND WERE
 GV4492'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4492'IS ADEQUATE AND CORRECT.
 GV4492
 GV4492                          STATION RECOVERY (1951)
 GV4492
 GV4492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4492'STATION RECOVERED AS DESCRIBED.  TOP OF STATION BROKEN OFF
 GV4492'AND DISK IS MISSING.  THE STATION OTHERWISE IS IN GOOD CONDITION.
 GV4492'STUMP OF R.M. 3 RECOVERED IN VERY BAD CONDITION.
 GV4492'
 GV4492'FOR USE IN PHOTOGRAMMETRIC PLOTTING ONLY.
 GV4492
 GV4492                          STATION RECOVERY (1995)
 GV4492
 GV4492'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4492'MARK NOT FOUND.
 GV4492
 GV4492                          STATION RECOVERY (2000)
 GV4492
 GV4492'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4492'MARK NOT FOUND.
 GV4492
 GV4492                          STATION RECOVERY (2004)
 GV4492
 GV4492'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH3978 ***********************************************************************
 AH3978  DESIGNATION -  ANDREA
 AH3978  PID         -  AH3978
 AH3978  STATE/COUNTY-  VA/CARROLL
 AH3978  USGS QUAD   -  CANA (1985)
 AH3978
 AH3978                         *CURRENT SURVEY CONTROL
 AH3978  ___________________________________________________________________
 AH3978* NAD 83(1986)-  36 36 15.17140(N)    080 44 08.98478(W)     ADJUSTED  
 AH3978* NAVD 88     -       607.3    (meters)    1992.     (feet)  VERTCON   
 AH3978  ___________________________________________________________________
 AH3978  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 AH3978  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AH3978
 AH3978  HORZ ORDER  -  SECOND
 AH3978
 AH3978.The horizontal coordinates were established by classical geodetic methods
 AH3978.and adjusted by the National Geodetic Survey in December 1997..
 AH3978
 AH3978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3978
 AH3978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3978
 AH3978.The geoid height was determined by GEOID03.
 AH3978
 AH3978;                    North         East     Units Scale Factor Converg.
 AH3978;SPC VA S     - 1,032,429.932 3,299,970.380   MT  1.00003346   -1 21 25.1
 AH3978;SPC VA S     - 3,387,230.54 10,826,652.82   sFT  1.00003346   -1 21 25.1
 AH3978;UTM  17      - 4,051,000.516   523,626.176   MT  0.99960688   +0 09 27.1
 AH3978
 AH3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3978!SPC VA S     -   0.99990980  x   1.00003346  =   0.99994325
 AH3978!UTM  17      -   0.99990980  x   0.99960688  =   0.99951671
 AH3978
 AH3978                          SUPERSEDED SURVEY CONTROL
 AH3978
 AH3978  NGVD 29 (12/22/97)  607.5    (m)         1993.     (f) VERT ANG       
 AH3978
 AH3978.Superseded values are not recommended for survey control.
 AH3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3978.See file dsdata.txt to determine how the superseded data were derived.
 AH3978
 AH3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2362651001(NAD 83)
 AH3978_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3978_SETTING: 66 = SET IN ROCK OUTCROP
 AH3978_STAMPING: ANDREA 1986
 AH3978_MARK LOGO: NCGS  
 AH3978_PROJECTION: FLUSH
 AH3978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3978+STABILITY: POSITION/ELEVATION WELL
 AH3978
 AH3978  HISTORY     - Date     Condition        Report By
 AH3978  HISTORY     - 1986     MONUMENTED       NCGS
 AH3978
 AH3978                          STATION DESCRIPTION
 AH3978
 AH3978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3978'STATION IS LOCATED ABOUT 16.4 KM (10.20 MI) NORTHWEST OF MT. AIRY, AND
 AH3978'ABOUT 23.0 KM (14.30 MI) NORTH OF DOBSON. ALONG I-77 FOR 3.1 KM (1.90
 AH3978'MI) NORTH FROM THE VA 620 INTERCHANGE, OR 0.6 KM (0.35 MI) NORTH OF AN
 AH3978'EMERGENCY CROSSOVER, AND ABOUT 450-FEET NORTHWEST OF MILE POST 3, IN
 AH3978'MEDIAN ON TOP OF HIGH CUT BANK. MARK IS IN AN OUTCROP ABOUT 35-FEET
 AH3978'HIGHER THAN THE NORTH BOUND LANE. LOCATED 40.8 M (133.9 FT) SLOPE
 AH3978'DISTANCE WEST OF THE CENTERLINE OF NORTH BOUND LANE, 41.1 M (134.8 FT)
 AH3978'NORTH OF NORTH END OF HIGHEST ROCK IN MEDIAN, 73.4 M (240.8 FT) SOUTH
 AH3978'OF NORTH END OF CUT BANK, AND 93.9 M (308.1 FT) SLOPE DISTANCE
 AH3978'SOUTH-SOUTHWEST OF NORTH END OF CONCRETE DRAINAGE DITCH (ALONG WEST
 AH3978'SIDE OF NORTH BOUND LANE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9408 ***********************************************************************
 AA9408  DESIGNATION -  ANDREW
 AA9408  PID         -  AA9408
 AA9408  STATE/COUNTY-  VA/PATRICK
 AA9408  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9408
 AA9408                         *CURRENT SURVEY CONTROL
 AA9408  ___________________________________________________________________
 AA9408* NAD 83(1993)-  36 40 40.41358(N)    080 23 45.06409(W)     ADJUSTED  
 AA9408* NAVD 88     -       801.2    (meters)    2629.     (feet)  GPS OBS   
 AA9408  ___________________________________________________________________
 AA9408  X           -     854,562.196 (meters)                     COMP
 AA9408  Y           -  -5,050,251.092 (meters)                     COMP
 AA9408  Z           -   3,789,244.371 (meters)                     COMP
 AA9408  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AA9408  ELLIP HEIGHT-         769.02  (meters)          (05/17/02) GPS OBS
 AA9408  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AA9408
 AA9408  HORZ ORDER  -  FIRST
 AA9408  ELLP ORDER  -  FOURTH    CLASS II
 AA9408
 AA9408.The horizontal coordinates were established by GPS observations
 AA9408.and adjusted by the National Geodetic Survey in December 1995..
 AA9408
 AA9408.The orthometric height was determined by GPS observations and a
 AA9408.high-resolution geoid model.
 AA9408
 AA9408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9408
 AA9408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9408
 AA9408.The ellipsoidal height was determined by GPS observations
 AA9408.and is referenced to NAD 83.
 AA9408
 AA9408.The geoid height was determined by GEOID03.
 AA9408
 AA9408;                    North         East     Units Scale Factor Converg.
 AA9408;SPC VA S     - 1,039,939.036 3,330,546.421   MT  1.00001730   -1 09 02.3
 AA9408;SPC VA S     - 3,411,866.65 10,926,967.72   sFT  1.00001730   -1 09 02.3
 AA9408;UTM  17      - 4,059,310.925   553,980.976   MT  0.99963590   +0 21 39.2
 AA9408
 AA9408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9408!SPC VA S     -   0.99987933  x   1.00001730  =   0.99989662
 AA9408!UTM  17      -   0.99987933  x   0.99963590  =   0.99951527
 AA9408
 AA9408|---------------------------------------------------------------------|
 AA9408| PID    Reference Object                     Distance      Geod. Az  |
 AA9408|                                                           dddmmss.s |
 AA9408| AA9409 LAUREL TALBOTT                      250.443 METERS 24213     |
 AA9408| AA9407 CAMPER                              433.377 METERS 3261232.2 |
 AA9408|---------------------------------------------------------------------|
 AA9408
 AA9408                          SUPERSEDED SURVEY CONTROL
 AA9408
 AA9408  ELLIP H (12/05/95)  769.12   (m)                       GP(       ) 4 2
 AA9408
 AA9408.Superseded values are not recommended for survey control.
 AA9408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9408.See file dsdata.txt to determine how the superseded data were derived.
 AA9408
 AA9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5398159311(NAD 83)
 AA9408_MARKER: Z = SEE DESCRIPTION
 AA9408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9408_SP_SET: CONCRETE INSTRUMENT STAND
 AA9408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9408+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9408
 AA9408  HISTORY     - Date     Condition        Report By
 AA9408  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9408
 AA9408                          STATION DESCRIPTION
 AA9408
 AA9408'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9408'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 4.0 MILES
 AA9408'SOUTH OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM THE
 AA9408'INTERSECTION OF STATE ROUTE 614 AND STATE ROUTE 601 PROCEED SOUTH
 AA9408'ALONG STATE ROUTE 601 A DISTANCE OF 2.9 MILES TO ITS INTERSECTION WITH
 AA9408'STATE ROUTE 606.  BEAR LEFT PROCEED SOUTHEAST ALONG STATE ROUTE 601 A
 AA9408'DISTANCE OF 0.8 MILE TO A GATE. TURN LEFT AND PROCEED EAST ALONG
 AA9408'ACCESS ROAD A DISTANCE OF 0.3 MILE TO TALBOTT DAM. HIKE ACROSS DAM AND
 AA9408'UP TRAIL TO THE STATION ON THE LEFT. THE STATION IS LOCATED ON A SMALL
 AA9408'RIDGE AND ROCK DIKE OVERLOOKING TALBOTT DAM.  OBTAIN PERMISSION FROM
 AA9408'KIM HENSLEY, CITY OF DANVILLE, P.O. BOX 3300, DANVILLE, VIRGINIA
 AA9408'24543, PHONE NUMBER (804) 799-5257.  THE STATION IS A STANDARD DAM
 AA9408'DEFORMATION INSTRUMENT STAND CONSISTING OF CONCRETE FORMED AND POURED
 AA9408'IN PLACE TO AN UNKNOWN DEPTH.  THE TOP OF THE STAND IS 5.02 FEET ABOVE
 AA9408'GROUND AND HAS A STEEL PLATE WITH 5/8 INCH THREADED ROD.  THE
 AA9408'ELEVATION IS THE TOP OF THE PLATE.  REFERENCES (ALL DIRECTIONS ARE
 AA9408'REFERENCED FROM 1995 MAGNETIC NORTH)(1) 25.0 FEET AZIMUTH 36 DEGREES
 AA9408'TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP, (2) 28.4 FEET
 AA9408'AZIMUTH 80 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP,
 AA9408'(3) 11.6 FEET AZIMUTH 240 DEGREES TO NUMBER 5 REBAR WITH A YELLOW
 AA9408'GEOMETRICS CAP, AND (4) 27.2 FEET SOUTHWEST FROM A WHITE CARSONITE
 AA9408'WITNESS POST.  THE STATION IS INTERVISIBLE WITH STATIONS 1220 CAMPER
 AA9408'AND 1240 LAUREL TALBOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0890 ***********************************************************************
 FW0890  DESIGNATION -  ANDY
 FW0890  PID         -  FW0890
 FW0890  STATE/COUNTY-  VA/ACCOMACK
 FW0890  USGS QUAD   -  QUINBY INLET (1992)
 FW0890
 FW0890                         *CURRENT SURVEY CONTROL
 FW0890  ___________________________________________________________________
 FW0890* NAD 83(1993)-  37 29 45.63563(N)    075 39 00.39312(W)     ADJUSTED  
 FW0890* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 FW0890  ___________________________________________________________________
 FW0890  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FW0890  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 FW0890
 FW0890  HORZ ORDER  -  SECOND
 FW0890
 FW0890.The horizontal coordinates were established by classical geodetic methods
 FW0890.and adjusted by the National Geodetic Survey in September 1995..
 FW0890
 FW0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0890
 FW0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0890
 FW0890.The geoid height was determined by GEOID03.
 FW0890
 FW0890;                    North         East     Units Scale Factor Converg.
 FW0890;SPC VA S     - 1,132,831.909 3,751,964.865   MT  0.99994791   +1 43 46.8
 FW0890;SPC VA S     - 3,716,632.69 12,309,571.39   sFT  0.99994791   +1 43 46.8
 FW0890;UTM  18      - 4,150,097.127   442,533.420   MT  0.99964068   -0 23 44.7
 FW0890
 FW0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0890!SPC VA S     -   1.00000514  x   0.99994791  =   0.99995305
 FW0890!UTM  18      -   1.00000514  x   0.99964068  =   0.99964582
 FW0890
 FW0890|---------------------------------------------------------------------|
 FW0890| PID    Reference Object                     Distance      Geod. Az  |
 FW0890|                                                           dddmmss.s |
 FW0890| DC7789 ANDY RM 1                            10.863 METERS 05216     |
 FW0890| FW0884 LITTLE MACHIPONGO IN CG LOT         APPROX. 5.2 KM 2045015.4 |
 FW0890| FW0887 LITTLE 1959                         APPROX. 5.2 KM 2045156.2 |
 FW0890| DC7790 ANDY RM 2                            18.611 METERS 25041     |
 FW0890|---------------------------------------------------------------------|
 FW0890
 FW0890                          SUPERSEDED SURVEY CONTROL
 FW0890
 FW0890  NAD 83(1993)-  37 29 45.63581(N)    075 39 00.39295(W) AD(       ) 2
 FW0890  NAD 83(1986)-  37 29 45.63477(N)    075 39 00.43334(W) AD(       ) 2
 FW0890  NAD 27      -  37 29 45.14026(N)    075 39 01.69577(W) AD(       ) 2
 FW0890  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 FW0890
 FW0890.Superseded values are not recommended for survey control.
 FW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0890.See file dsdata.txt to determine how the superseded data were derived.
 FW0890
 FW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4253350097(NAD 83)
 FW0890_MARKER: DS = TRIANGULATION STATION DISK
 FW0890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0890+WITH SETTING: INFORMATION.
 FW0890_SP_SET: PREFABRICATED CONCRETE POST
 FW0890
 FW0890  HISTORY     - Date     Condition        Report By
 FW0890  HISTORY     - 1968     MONUMENTED       CGS
 FW0890
 FW0890                          STATION DESCRIPTION
 FW0890
 FW0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW0890'THE STATION IS LOCATED ABOUT 6 MILES EAST OF THE MAINLAND, ON
 FW0890'THE SEAWARD SIDE OF PARRAMORE ISLAND, 2.2 MILES NORTHEAST OF LITTLE
 FW0890'MACHIPONGO INLET, 1 MILE EAST OF TWO ABANDONED BUILDINGS, IN AN
 FW0890'AREA AWASH AT HIGH WATER.
 FW0890'
 FW0890'THE STATION WAS REACHED FROM THE NORTH END OF THE ISLAND BY
 FW0890'DRIVING SOUTHEAST ALONG THE BEACH FOR 5.6 MILES TO THE STATION
 FW0890'ON THE RIGHT AS DESCRIBED.
 FW0890'
 FW0890'THE STATION MARK IS ON A SMALL SAND HUMP WHICH IS ABOUT 6 FEET
 FW0890'HIGHER THAN THE BEACH, 75 FEET WEST OF THE HIGH WATER LINE, AND
 FW0890'3 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FW0890'STANDARD TRIANGULATION DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FW0890'COPPER ROD WHICH PROJECTS 10 INCHES ABOVE GROUND, AND STAMPED
 FW0890'ANDY 1968.  A 6 FOOT STAND WAS LEFT IN PLACE OVER THE STATION
 FW0890'MARK.
 FW0890'
 FW0890'REFERENCE MARK 1 IS ABOUT 54 FEET WEST OF THE HIGH WATER LINE,
 FW0890'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FW0890'STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH
 FW0890'PROJECTS 3 INCHES ABOVE GROUND, AND STAMPED ANDY NO 1 1968.
 FW0890'
 FW0890'REFERENCE MARK 2 IS ABOUT 120 FEET WEST OF THE HIGH WATER
 FW0890'LINE, AND 0.6 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN,
 FW0890'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 FW0890'CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH PROJECTS 2
 FW0890'INCHES ABOVE GROUND, AND STAMPED ANDY NO 2 1968.
 FW0890'
 FW0890'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 FW0890'
 FW0890'HEIGHT OF LIGHT ABOVE STATION MARK 2.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5678 ***********************************************************************
 GV5678  DESIGNATION -  ANNA
 GV5678  PID         -  GV5678
 GV5678  STATE/COUNTY-  VA/HANOVER
 GV5678  USGS QUAD   -  HANOVER ACADEMY (1989)
 GV5678
 GV5678                         *CURRENT SURVEY CONTROL
 GV5678  ___________________________________________________________________
 GV5678* NAD 83(1993)-  37 50 30.68109(N)    077 31 15.11649(W)     ADJUSTED  
 GV5678* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 GV5678  ___________________________________________________________________
 GV5678  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV5678  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GV5678
 GV5678  HORZ ORDER  -  SECOND
 GV5678
 GV5678.The horizontal coordinates were established by classical geodetic methods
 GV5678.and adjusted by the National Geodetic Survey in November 1994..
 GV5678
 GV5678.The orthometric height was scaled from a topographic map.
 GV5678
 GV5678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5678
 GV5678.The geoid height was determined by GEOID03.
 GV5678
 GV5678;                    North         East     Units Scale Factor Converg.
 GV5678;SPC VA S     - 1,167,859.350 3,586,180.826   MT  0.99997960   +0 35 39.3
 GV5678;SPC VA S     - 3,831,551.88 11,765,661.59   sFT  0.99997960   +0 35 39.3
 GV5678;UTM  18      - 4,191,263.548   278,182.418   MT  1.00020606   -1 32 49.7
 GV5678
 GV5678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5678!SPC VA S     -   0.99999290  x   0.99997960  =   0.99997250
 GV5678!UTM  18      -   0.99999290  x   1.00020606  =   1.00019895
 GV5678
 GV5678:                Primary Azimuth Mark                     Grid Az
 GV5678:SPC VA S     -  ANNA AZ MK                               139 53 46.6
 GV5678:UTM  18      -  ANNA AZ MK                               142 02 15.6
 GV5678
 GV5678|---------------------------------------------------------------------|
 GV5678| PID    Reference Object                     Distance      Geod. Az  |
 GV5678|                                                           dddmmss.s |
 GV5678| DC5545 ANNA AZ MK                                         1402925.9 |
 GV5678| DC5546 ANNA RM 1                            33.093 METERS 15226     |
 GV5678| GV5310 ASHLAND NORTH MUNICIPAL TANK        APPROX. 9.1 KM 1561128.9 |
 GV5678| GV5311 ASHLAND RANDOLPH MACON COL STK      APPROX. 9.8 KM 1581820.1 |
 GV5678| GV5303 ASHLAND SOUTH MUNICIPAL TANK        APPROX.10.7 KM 1613343.8 |
 GV5678| GV5679 ASHLAND UPPER HANOVER LOT           APPROX. 6.8 KM 2553457.6 |
 GV5678| DC5547 ANNA RM 2                            32.050 METERS 32702     |
 GV5678|---------------------------------------------------------------------|
 GV5678
 GV5678                          SUPERSEDED SURVEY CONTROL
 GV5678
 GV5678  NAD 83(1986)-  37 50 30.68554(N)    077 31 15.13199(W) AD(       ) 2
 GV5678  NAD 27      -  37 50 30.17500(N)    077 31 16.18800(W) AD(       ) 2
 GV5678
 GV5678.Superseded values are not recommended for survey control.
 GV5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5678.See file dsdata.txt to determine how the superseded data were derived.
 GV5678
 GV5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7818291264(NAD 83)
 GV5678_MARKER: DS = TRIANGULATION STATION DISK
 GV5678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5678+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 GV5678
 GV5678  HISTORY     - Date     Condition        Report By
 GV5678  HISTORY     - 1941     MONUMENTED       CGS
 GV5678  HISTORY     - 1954     GOOD             AMS
 GV5678  HISTORY     - 1962     GOOD             CGS
 GV5678  HISTORY     - 1990     GOOD             VADHT
 GV5678  HISTORY     - 19970212 GOOD             USPSQD
 GV5678  HISTORY     - 20020114 GOOD             USPSQD
 GV5678
 GV5678                          STATION DESCRIPTION
 GV5678
 GV5678'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5678'STATION IS 3 MILES W BY N OF GUM TREE, ON PROPERTY OWNED BY
 GV5678'THE SACRA ESTATE OF HOPEWELL.  IT IS 38 FEET N OF THE CENTER
 GV5678'OF HIGHWAY 51, AND 50 FEET N OF A 1-FOOT OAK TREE WITH A
 GV5678'TRIANGULAR BLAZE.  MARK IS STAMPED ANNA 1941 AND IS 6 INCHES
 GV5678'BELOW THE GROUND SURFACE.
 GV5678'
 GV5678'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5678'BRONZE DISKS SET IN CONCRETE.
 GV5678'
 GV5678'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 19 FEET N OF THE
 GV5678'CENTER OF STATE HIGHWAY 51.  IT IS STAMPED ANNA NO. 1 1941 AND
 GV5678'PROJECTS 6 INCHES.
 GV5678'
 GV5678'REFERENCE MARK NO. 2 IS NW OF THE STATION, 22 FEET N OF THE
 GV5678'CENTER OF STATE HIGHWAY 51.  IT IS STAMPED ANNA NO. 2 1941
 GV5678'AND PROJECTS 6 INCHES.
 GV5678'
 GV5678'THE AZIMUTH MARK IS ON PROPERTY OWNED AND OCCUPIED BY MRS. EVA
 GV5678'S. PEMBERTON.  IT IS 24.5 FEET NW OF A GASOLINE PUMP AND 15
 GV5678'INCHES NW OF A BOARD FENCE.  IT IS STAMPED ANNA 1941 AND PROJECTS
 GV5678'3 INCHES.
 GV5678'
 GV5678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 GV5678'STATE HIGHWAY 51 IN GUM TREE, GO W ON HIGHWAY 51 FOR 3.2 MILES
 GV5678'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 GV5678'STATION, GO SE ON HIGHWAY 51 FOR 0.25 MILE TO A DRIVEWAY RIGHT
 GV5678'AND MARK AS DESCRIBED.
 GV5678'
 GV5678'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION HARRIS.
 GV5678'
 GV5678'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION CARMEL.
 GV5678'
 GV5678'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION REEDY.
 GV5678'
 GV5678'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION DAWN.
 GV5678'
 GV5678'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV5678
 GV5678                          STATION RECOVERY (1954)
 GV5678
 GV5678'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV5678'STATION, STAMPED ANNA 1941 AND SET IN CONCRETE, RECOVERED
 GV5678'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 GV5678'RECOVERED AS DESCRIBED.  UNABLE TO LOCATE THE AZIMUTH MARK.
 GV5678
 GV5678                          STATION RECOVERY (1962)
 GV5678
 GV5678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GV5678'STATION AND REFERENCE MARKS WERE RECOVERED AS DECRIBED AND
 GV5678'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 GV5678'RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE
 GV5678'HIGHWAY IS NOW 738, THE STATION IS 62 FEET NORTH OF AND
 GV5678'ACROSS THE HIGHWAY FROM A TWIN OAK TREE, 13 FEET EAST OF A FOOT
 GV5678'PATH AND 1 FOOT SOUTH OF A STEEL WITNESS POST.
 GV5678
 GV5678                          STATION RECOVERY (1990)
 GV5678
 GV5678'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 GV5678'RECOVERED IN GOOD CONDITION.
 GV5678
 GV5678                          STATION RECOVERY (1997)
 GV5678
 GV5678'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5678'RECOVERED IN GOOD CONDITION.
 GV5678
 GV5678                          STATION RECOVERY (2002)
 GV5678
 GV5678'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV5678'STATION AND RM1 AND RM2 FOUND OK, AZIMUTH MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8305 ***********************************************************************
 HV8305  DESIGNATION -  ANNAN
 HV8305  PID         -  HV8305
 HV8305  STATE/COUNTY-  VA/FAIRFAX
 HV8305  USGS QUAD   -  ANNANDALE (1994)
 HV8305
 HV8305                         *CURRENT SURVEY CONTROL
 HV8305  ___________________________________________________________________
 HV8305* NAD 83(1993)-  38 49 52.89509(N)    077 12 07.13480(W)     ADJUSTED  
 HV8305* NAVD 88     -       104.921  (meters)     344.23   (feet)  ADJUSTED  
 HV8305  ___________________________________________________________________
 HV8305  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HV8305  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV8305  DYNAMIC HT  -         104.863 (meters)     344.04  (feet)  COMP
 HV8305  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 HV8305
 HV8305  HORZ ORDER  -  SECOND
 HV8305  VERT ORDER  -  THIRD
 HV8305
 HV8305.The horizontal coordinates were established by classical geodetic methods
 HV8305.and adjusted by the National Geodetic Survey in November 1994..
 HV8305
 HV8305.The orthometric height was determined by differential leveling
 HV8305.and adjusted by the National Geodetic Survey in September 2004..
 HV8305
 HV8305.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8305
 HV8305.The geoid height was determined by GEOID03.
 HV8305
 HV8305.The dynamic height is computed by dividing the NAVD 88
 HV8305.geopotential number by the normal gravity value computed on the
 HV8305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8305.degrees latitude (g = 980.6199 gals.).
 HV8305
 HV8305.The modeled gravity was interpolated from observed gravity values.
 HV8305
 HV8305;                    North         East     Units Scale Factor Converg.
 HV8305;SPC VA N     - 2,130,077.282 3,612,700.278   MT  0.99995533   +0 48 36.4
 HV8305;SPC VA N     - 6,988,428.55 11,852,667.50   sFT  0.99995533   +0 48 36.4
 HV8305;UTM  18      - 4,300,366.280   308,864.576   MT  1.00004988   -1 22 52.1
 HV8305
 HV8305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8305!SPC VA N     -   0.99998854  x   0.99995533  =   0.99994387
 HV8305!UTM  18      -   0.99998854  x   1.00004988  =   1.00003842
 HV8305
 HV8305                          SUPERSEDED SURVEY CONTROL
 HV8305
 HV8305  NAD 83(1993)-  38 49 52.89330(N)    077 12 07.13874(W) AD(       ) 2
 HV8305  NAD 83(1986)-  38 49 52.89104(N)    077 12 07.14469(W) AD(       ) 2
 HV8305  NGVD 29 (01/12/90)  105.5    (m)          346.     (f) VERT ANG       
 HV8305
 HV8305.Superseded values are not recommended for survey control.
 HV8305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8305.See file dsdata.txt to determine how the superseded data were derived.
 HV8305
 HV8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0886500366(NAD 83)
 HV8305_MARKER: DE = TRAVERSE STATION DISK
 HV8305_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8305_SP_SET: IRREGULAR CONCRETE MASS
 HV8305_STAMPING: ANNAN 1969
 HV8305_MARK LOGO: VA-059
 HV8305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8305
 HV8305  HISTORY     - Date     Condition        Report By
 HV8305  HISTORY     - 1969     MONUMENTED       VA-059
 HV8305  HISTORY     - 1969     GOOD             VA-059
 HV8305  HISTORY     - 19920120 GOOD             MSI
 HV8305  HISTORY     - 19970215 GOOD             USPSQD
 HV8305  HISTORY     - 20050320 GOOD             GEOCAC
 HV8305
 HV8305                          STATION DESCRIPTION
 HV8305
 HV8305'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (EYB)
 HV8305'THE STATION IS LOCATED ABOUT 5.9 MILES SOUTHEAST OF VIENNA, 5.7 MILES
 HV8305'EAST OF FAIRFAX, 3.7 MILES NORTH OF SPRINGFIELD, IN A GRASS MEDIAN
 HV8305'STRIP BETWEEN THE EAST BOUND LANES OF ROUTE 236 AND A SERVICE DRIVE
 HV8305'IN FRONT OF THE ANNANDALE TERRACE APARTMENTS AT 7419 LITTLE RIVER
 HV8305'TURNPIKE IN ANNANDALE, SEE FAIRFAX COUNTY TAX MAP 71-1, REVISED TO
 HV8305'1-1-76.
 HV8305'
 HV8305'TO REACH THE STATION FROM INTERCHANGE 6, I-495 AND ROUTE 236 LITTLE
 HV8305'RIVER TURNPIKE, GO SOUTHEAST ON ROUTE 236 FOR 0.8 MILES TO THE
 HV8305'JUNCTION WITH ROUTE 2249, MEDFORD DRIVE. TURN RIGHT ONTO ROUTE 2249
 HV8305'AND IMMEDIATELY TO LEFT ONTO THE SERVICE DRIVE IN FRONT OF THE
 HV8305'APARTMENTS. CONTINUE SOUTHEAST WITH THE SERVICE DRIVE TO THE LAST
 HV8305'APARTMENT, 7419, ON THE RIGHT AND THE STATION ON THE LEFT.
 HV8305'
 HV8305'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8305'ANNAN 1969--- SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HV8305'FLUSH WITH GROUND LOCATED 5 FEET SW FROM THE EDGE
 HV8305'OF THE EASTBOUND LANE OF ROUTE 236, AND 156.2 FEET NW FROM THE
 HV8305'SOUTHEAST END OF THE MEDIAN STRIP.
 HV8305'
 HV8305'REFERENCE MARK NO. 01 IS A CUT NAIL IN THE SIDE OF A 15 INCH PINE TREE
 HV8305'LOCATED 26 FEET S FROM THE CENTERLINE OF THE E.B.L. OF ROUTE 236.
 HV8305'
 HV8305'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF A 15 INCH PINE TREE
 HV8305'LOCATED 22 FEET S FROM THE CENTERLINE OF THE E.B.L. OF ROUTE 236, AND
 HV8305'30 FEET W FROM RM 1.
 HV8305
 HV8305                          STATION RECOVERY (1969)
 HV8305
 HV8305'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8305'RECOVERED IN GOOD CONDITION.
 HV8305
 HV8305                          STATION RECOVERY (1992)
 HV8305
 HV8305'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8305'THE STATION IS LOCATED ABOUT 5.9 MILES (9.5 KM) SOUTHEAST OF VIENNA,
 HV8305'5.7 MILES (9.2 KM) EAST OF FAIRFAX, 3.7 MILES (6.0 KM) NORTH OF
 HV8305'SPRINGFIELD, IN A GRASS MEDIAN STRIP BETWEEN THE EAST BOUND LANES OF
 HV8305'ROUTE 236 AND A SERVICE DRIVE IN FRONT OF THE ANNANDALE TERRACE
 HV8305'APARTMENTS AT 7419 LITTLE RIVER TURNPIKE IN ANNANDALE, SEE FAIRFAX
 HV8305'COUNTY TAX MAP 71-1, REVISED TO 1-1-76.  TO REACH THE STATION FROM
 HV8305'INTERCHANGE 6, I-495 AND ROUTE 236 LITTLE RIVER TURNPIKE, GO
 HV8305'SOUTHEAST ON ROUTE 236 FOR 0.8 MILES (1.3 KM) TO THE JUNCTION WITH
 HV8305'ROUTE 2249, MEDFORD DRIVE.  TURN RIGHT ONTO ROUTE 2249 AND
 HV8305'IMMEDIATELY TO LEFT ONTO THE SERVICE DRIVE IN FRONT OF THE
 HV8305'APARTMENTS.  CONTINUE SOUTHEAST WITH THE SERVICE DRIVE TO THE LAST
 HV8305'APARTMENT, 7419, ON THE RIGHT AND THE STATION ON THE LEFT, IN THE TOP
 HV8305'OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND, 5 FEET (1.5
 HV8305'M) SW FROM THE EDGE OF THE EASTBOUND LANE OF ROUTE 236, AND 156.2
 HV8305'FEET (47.6 M) NW FROM THE SOUTHEAST END OF A MEDIAN STRIP.
 HV8305
 HV8305                          STATION RECOVERY (1997)
 HV8305
 HV8305'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8305'RECOVERED IN GOOD CONDITION.
 HV8305
 HV8305                          STATION RECOVERY (2005)
 HV8305
 HV8305'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV8305'LOCATED AS DESCRIBED AND APPROXIMATELY 42 FEET WEST OF POLE CO715 DN86
 HV8305'(OLD DESIGNATION 264). MARK IS ROUGHLY OPPOSITE THE DOWNSPOUT TO THE
 HV8305'RIGHT (WEST) OF THE ENTRANCE TO APARTMENT BUILDING 7419.
 HV8305' 
 HV8305'REFERENCE MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4768 ***********************************************************************
 HV4768  DESIGNATION -  ANNANDALE BELVEDERE SCH CHIM
 HV4768  PID         -  HV4768
 HV4768  STATE/COUNTY-  VA/FAIRFAX
 HV4768  USGS QUAD   -  ANNANDALE (1994)
 HV4768
 HV4768                         *CURRENT SURVEY CONTROL
 HV4768  ___________________________________________________________________
 HV4768* NAD 83(1993)-  38 50 18.62833(N)    077 10 05.38075(W)     ADJUSTED  
 HV4768* NAVD 88     -                                                        
 HV4768  ___________________________________________________________________
 HV4768  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HV4768  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV4768
 HV4768  HORZ ORDER  -  THIRD
 HV4768
 HV4768.The horizontal coordinates were established by classical geodetic methods
 HV4768.and adjusted by the National Geodetic Survey in November 1994..
 HV4768
 HV4768
 HV4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4768
 HV4768.The geoid height was determined by GEOID03.
 HV4768
 HV4768;                    North         East     Units Scale Factor Converg.
 HV4768;SPC VA N     - 2,130,912.753 3,615,625.031   MT  0.99995580   +0 49 52.4
 HV4768;SPC VA N     - 6,991,169.59 11,862,263.12   sFT  0.99995580   +0 49 52.4
 HV4768;UTM  18      - 4,301,089.373   311,819.392   MT  1.00003608   -1 21 36.4
 HV4768
 HV4768                          SUPERSEDED SURVEY CONTROL
 HV4768
 HV4768  NAD 83(1993)-  38 50 18.62704(N)    077 10 05.38352(W) AD(       ) 4
 HV4768  NAD 83(1986)-  38 50 18.62717(N)    077 10 05.39318(W) AD(       ) 4
 HV4768  NAD 27      -  38 50 18.21865(N)    077 10 06.45728(W) AD(       ) 3
 HV4768
 HV4768.Superseded values are not recommended for survey control.
 HV4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4768.See file dsdata.txt to determine how the superseded data were derived.
 HV4768
 HV4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1181901089(NAD 83)
 HV4768_MARKER: 85 = CHIMNEY
 HV4768
 HV4768  HISTORY     - Date     Condition        Report By
 HV4768  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4768  HISTORY     - 19970215 GOOD             USPSQD
 HV4768  HISTORY     - 20040320 GOOD             GEOCAC
 HV4768
 HV4768                          STATION DESCRIPTION
 HV4768
 HV4768'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4768'THE STATION IS THE TOP CENTER OF THE BRICK CHIMNEY ON THE
 HV4768'BELVEDERE SCHOOL WHICH IS 1.6 MILES NORTHEAST OF ANNANDALE
 HV4768'ALONG THE NORTH SIDE OF STATE HIGHWAY 244.
 HV4768
 HV4768                          STATION RECOVERY (1997)
 HV4768
 HV4768'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4768'RECOVERED IN GOOD CONDITION.
 HV4768
 HV4768                          STATION RECOVERY (2004)
 HV4768
 HV4768'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4768'SCHOOL BUILDING HAS TWO CHIMNEYS. THE SHORTER OF THE TWO LOOKS NEWER
 HV4768'AND IS APPARENTLY PART OF AN ADDITION TO THE ORIGINAL SCHOOL BUILDING.
 HV4768'STATION IS BELIEVED TO BE THE LARGER AND MORE PROMINENT OF THE TWO
 HV4768'CHIMNEYS. COORDINATES FROM HANDHELD GPS RECEIVER SUPPORT THIS
 HV4768'CONCLUSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4769 ***********************************************************************
 HV4769  DESIGNATION -  ANNANDALE METH CH SPIRE
 HV4769  PID         -  HV4769
 HV4769  STATE/COUNTY-  VA/FAIRFAX
 HV4769  USGS QUAD   -  ANNANDALE (1994)
 HV4769
 HV4769                         *CURRENT SURVEY CONTROL
 HV4769  ___________________________________________________________________
 HV4769* NAD 83(1993)-  38 50 03.68767(N)    077 11 05.91759(W)     ADJUSTED  
 HV4769* NAVD 88     -                                                        
 HV4769  ___________________________________________________________________
 HV4769  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HV4769  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV4769
 HV4769  HORZ ORDER  -  THIRD
 HV4769
 HV4769.The horizontal coordinates were established by classical geodetic methods
 HV4769.and adjusted by the National Geodetic Survey in November 1994..
 HV4769
 HV4769
 HV4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4769
 HV4769.The geoid height was determined by GEOID03.
 HV4769
 HV4769;                    North         East     Units Scale Factor Converg.
 HV4769;SPC VA N     - 2,130,431.054 3,614,171.849   MT  0.99995553   +0 49 14.6
 HV4769;SPC VA N     - 6,989,589.22 11,857,495.47   sFT  0.99995553   +0 49 14.6
 HV4769;UTM  18      - 4,300,663.554   310,348.732   MT  1.00004292   -1 22 14.0
 HV4769
 HV4769                          SUPERSEDED SURVEY CONTROL
 HV4769
 HV4769  NAD 83(1993)-  38 50 03.68643(N)    077 11 05.92069(W) AD(       ) 4
 HV4769  NAD 83(1986)-  38 50 03.68654(N)    077 11 05.93005(W) AD(       ) 4
 HV4769  NAD 27      -  38 50 03.28207(N)    077 11 06.99654(W) AD(       ) 3
 HV4769
 HV4769.Superseded values are not recommended for survey control.
 HV4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4769.See file dsdata.txt to determine how the superseded data were derived.
 HV4769
 HV4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1034900664(NAD 83)
 HV4769_MARKER: 91 = CHURCH CROSS
 HV4769
 HV4769  HISTORY     - Date     Condition        Report By
 HV4769  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4769  HISTORY     - 1969     GOOD             CGS
 HV4769  HISTORY     - 19970215 GOOD             USPSQD
 HV4769  HISTORY     - 20050320 GOOD             GEOCAC
 HV4769
 HV4769                          STATION DESCRIPTION
 HV4769
 HV4769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4769'THE STATION IS THE CROSS ATOP THE BLACK SPIRE ON THE METHODIST
 HV4769'CHURCH WHICH IS IN THE EASTERN PART OF ANNANDALE, ON THE SOUTH
 HV4769'SIDE OF STATE HIGHWAY 244 AND IS 0.1 MILE WEST OF COUNTY ROUTE
 HV4769'2211.  THE STRUCTURE IS A RED BRICK BUILDING WITH A WHITE
 HV4769'BELFRY AND BLACK SPIRE ABOUT 60 FEET HIGH.
 HV4769
 HV4769                          STATION RECOVERY (1969)
 HV4769
 HV4769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4769'THE STATION WAS FOUND AS DESCRIBED IN 1957.  TO REACH FROM THE
 HV4769'INTERSECTION OF ROUTES 236 AND 244 (COLUMBIA PIKE), IN ANNANDALE, GO
 HV4769'NORTHEAST ON ROUTE 244 FOR 0.6 MILE TO THE CHURCH ON THE RIGHT.
 HV4769
 HV4769                          STATION RECOVERY (1997)
 HV4769
 HV4769'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4769'RECOVERED IN GOOD CONDITION.
 HV4769
 HV4769                          STATION RECOVERY (2005)
 HV4769
 HV4769'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV4769'ADDRESS OF THE CHURCH IS 6935 COLUMBIA PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4770 ***********************************************************************
 HV4770  DESIGNATION -  ANNANDALE MUN STANDPIPE
 HV4770  PID         -  HV4770
 HV4770  STATE/COUNTY-  VA/FAIRFAX
 HV4770  USGS QUAD   -  ANNANDALE (1994)
 HV4770
 HV4770                         *CURRENT SURVEY CONTROL
 HV4770  ___________________________________________________________________
 HV4770* NAD 83(1993)-  38 50 13.03172(N)    077 10 58.46601(W)     ADJUSTED  
 HV4770* NAVD 88     -                                                        
 HV4770  ___________________________________________________________________
 HV4770  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HV4770  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV4770
 HV4770  HORZ ORDER  -  THIRD
 HV4770
 HV4770.The horizontal coordinates were established by classical geodetic methods
 HV4770.and adjusted by the National Geodetic Survey in November 1994..
 HV4770
 HV4770
 HV4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4770
 HV4770.The geoid height was determined by GEOID03.
 HV4770
 HV4770;                    North         East     Units Scale Factor Converg.
 HV4770;SPC VA N     - 2,130,721.728 3,614,347.413   MT  0.99995570   +0 49 19.3
 HV4770;SPC VA N     - 6,990,542.87 11,858,071.47   sFT  0.99995570   +0 49 19.3
 HV4770;UTM  18      - 4,300,947.327   310,535.298   MT  1.00004205   -1 22 09.6
 HV4770
 HV4770                          SUPERSEDED SURVEY CONTROL
 HV4770
 HV4770  NAD 83(1993)-  38 50 13.03049(N)    077 10 58.46909(W) AD(       ) 4
 HV4770  NAD 83(1986)-  38 50 13.03061(N)    077 10 58.47848(W) AD(       ) 4
 HV4770  NAD 27      -  38 50 12.62008(N)    077 10 59.54229(W) AD(       ) 3
 HV4770
 HV4770.Superseded values are not recommended for survey control.
 HV4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4770.See file dsdata.txt to determine how the superseded data were derived.
 HV4770
 HV4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1053500947(NAD 83)
 HV4770_MARKER: 52 = STANDPIPE TANK
 HV4770
 HV4770  HISTORY     - Date     Condition        Report By
 HV4770  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4770  HISTORY     - 1969     GOOD             CGS
 HV4770  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4770
 HV4770                          STATION DESCRIPTION
 HV4770
 HV4770'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4770'THE STATION IS THE FLAT TOPPED BALL AT THE TOP AND CENTER OF
 HV4770'STANDPIPE WHICH AT THE EASTERN PART OF ANNANDALE AND IS THE
 HV4770'MOST EASTERLY AND LARGEST STANDPIPE OF THREE.  IT IS ON THE
 HV4770'HIGHEST HILL IN THE VICINITY, AND IS AT THE JUNCTION OF STATE
 HV4770'HIGHWAY 244 AND ROSE LANE ROAD (COUNTY ROUTE 2211).  THE
 HV4770'STRUCTURE IS A METAL TANK ABOUT 40 FEET IN DIAMETER AND 50
 HV4770'FEET HIGH.
 HV4770
 HV4770                          STATION RECOVERY (1969)
 HV4770
 HV4770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4770'THE CENTER OF THE TOP OF THE ANNANDALE MUNICIPAL STANDPIPE IS THE
 HV4770'STATION.  THE STANDPIPE IS PAINTED GREEN AND HAS AN OVERALL HEIGHT
 HV4770'OF ABOUT 75 FEET.
 HV4770'
 HV4770'TO REACH FROM THE INTERSECTION OF ROUTES 236 AND 244 (COLUMBIA PIKE)
 HV4770'IN ANNANDALE, GO NE ON ROUTE 244 FOR 0.7 MILE TO INTERSECTION WITH
 HV4770'MOSS LANE ON LEFT.  TURN LEFT AND GO 0.1 MILE TO STANDPIPE ON LEFT.
 HV4770
 HV4770                          STATION RECOVERY (1997)
 HV4770
 HV4770'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5123 ***********************************************************************
 HV5123  DESIGNATION -  ANNE
 HV5123  PID         -  HV5123
 HV5123  STATE/COUNTY-  VA/FAIRFAX
 HV5123  USGS QUAD   -  VIENNA (1994)
 HV5123
 HV5123                         *CURRENT SURVEY CONTROL
 HV5123  ___________________________________________________________________
 HV5123* NAD 83(1993)-  38 58 43.82658(N)    077 20 51.24526(W)     ADJUSTED  
 HV5123* NAVD 88     -       138.2    (meters)     453.     (feet)  VERTCON   
 HV5123  ___________________________________________________________________
 HV5123  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 HV5123  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV5123
 HV5123  HORZ ORDER  -  FIRST
 HV5123
 HV5123.The horizontal coordinates were established by classical geodetic methods
 HV5123.and adjusted by the National Geodetic Survey in November 1994..
 HV5123
 HV5123.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5123
 HV5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5123
 HV5123.The geoid height was determined by GEOID03.
 HV5123
 HV5123;                    North         East     Units Scale Factor Converg.
 HV5123;SPC VA N     - 2,146,279.057 3,599,854.960   MT  0.99996823   +0 43 09.3
 HV5123;SPC VA N     - 7,041,583.87 11,810,524.15   sFT  0.99996823   +0 43 09.3
 HV5123;UTM  18      - 4,317,049.864   296,647.430   MT  1.00010922   -1 28 37.9
 HV5123
 HV5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5123!SPC VA N     -   0.99998330  x   0.99996823  =   0.99995153
 HV5123!UTM  18      -   0.99998330  x   1.00010922  =   1.00009252
 HV5123
 HV5123|---------------------------------------------------------------------|
 HV5123| PID    Reference Object                     Distance      Geod. Az  |
 HV5123|                                                           dddmmss.s |
 HV5123| AJ3357 ANNE RM 1                            22.007 METERS 00057     |
 HV5123| AJ3358 ANNE RM 2                            27.685 METERS 25525     |
 HV5123| HV5171 P 900 GULF RESTON CORP              488.208 METERS 3590925.0 |
 HV5123|---------------------------------------------------------------------|
 HV5123
 HV5123                          SUPERSEDED SURVEY CONTROL
 HV5123
 HV5123  NAD 83(1993)-  38 58 43.82601(N)    077 20 51.24730(W) AD(       ) 1
 HV5123  NAD 83(1986)-  38 58 43.82609(N)    077 20 51.25671(W) AD(       ) 1
 HV5123  NAD 27      -  38 58 43.43025(N)    077 20 52.30422(W) AD(       ) 1
 HV5123  NGVD 29 (07/19/86)  138.4    (m)          454.     (f) VERT ANG       
 HV5123
 HV5123.Superseded values are not recommended for survey control.
 HV5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5123.See file dsdata.txt to determine how the superseded data were derived.
 HV5123
 HV5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9664717050(NAD 83)
 HV5123_MARKER: DS = TRIANGULATION STATION DISK
 HV5123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5123_STAMPING: ANNE 1969
 HV5123_MARK LOGO: CGS   
 HV5123_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5123+STABILITY: SURFACE MOTION
 HV5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5123+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 HV5123
 HV5123  HISTORY     - Date     Condition        Report By
 HV5123  HISTORY     - 1969     MONUMENTED       CGS
 HV5123  HISTORY     - 1979     GOOD             NGS
 HV5123  HISTORY     - 19841017 GOOD             NGS
 HV5123  HISTORY     - 19991115 GOOD             USPSQD
 HV5123  HISTORY     - 20050625 GOOD             USPSQD
 HV5123
 HV5123                          STATION DESCRIPTION
 HV5123
 HV5123'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5123'THE STATION IS ABOUT 2 MILES NORTHEAST OF HERNDON, 6 MILES NORTHEAST
 HV5123'OF THE DULLES INTERNATIONAL AIRPORT, 2-1/2 MILES SOUTHEAST OF THE
 HV5123'LOUDOUN COUNTY LINE AND ON LAND OWNED BY DONALD L. CUMMINGS.
 HV5123'
 HV5123'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO EAST ON
 HV5123'COUNTY ROAD 606 FOR 1.6 MILES TO A CROSSROAD.  TURN LEFT AND GO
 HV5123'NORTH ON RESTON AVENUE FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 HV5123'
 HV5123'STATION MARK IS A STANDARD DISK, STAMPED ANNE 1969, SET IN THE TOP OF
 HV5123'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES
 HV5123'ABOVE THE GROUND.  IT IS 43.5 FEET SOUTHEAST OF THE CENTERLINE OF
 HV5123'RESTON AVENUE, 20.7 FEET SOUTH-SOUTHEAST OF A TREE WITH A TRIANGLE
 HV5123'BLAZE ON THE NORTHWEST SIDE AND 4.7 FEET NORTH OF A WITNESS POST.
 HV5123'THE UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND
 HV5123'SURFACE.
 HV5123'
 HV5123'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANNE NO 1 1969, SET IN
 HV5123'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5123'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 77.0 FEET
 HV5123'NORTH-NORTHEAST OF THE WITNESS POST, 56.7 FEET NORTHEAST OF THE
 HV5123'TREE WITH TRIANGLE BLAZE, 16.0 FEET SOUTHEAST OF THE CENTERLINE
 HV5123'OF RESTON AVENUE AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV5123'
 HV5123'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANNE NO 2 1969, SET IN
 HV5123'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5123'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 20.0 FEET NORTHWEST OF THE
 HV5123'CENTERLINE OF RESTON AVENUE, 1.0 FEET SOUTHEAST OF A FENCE AND ABOUT
 HV5123'THE SAME IN ELEVATION AS THE STATION.
 HV5123'
 HV5123'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HV5123'
 HV5123'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 HV5123'OBSTRUCTIONS.
 HV5123
 HV5123                          STATION RECOVERY (1979)
 HV5123
 HV5123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HV5123'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HV5123'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 HV5123'CHECKED THE 1969 MEASUREMENTS.  THE ANGLE BETWEEN THE REFERENCE
 HV5123'MARKS WAS NOTED TO BE LARGER BY 1 MINUTE AND 39 SECONDS.  SURVEY
 HV5123'MARK P 900 WHICH WAS ESTABLISHED BY GULF RESTON CORP., WAS RECOVERED
 HV5123'AND UTILIZED AS AN AZIMUTH MARK AT THIS TIME.
 HV5123'
 HV5123'A NEW DESCRIPTION FOLLOWS--
 HV5123'
 HV5123'THE STATION IS ABOUT 6 MILES NORTHEAST OF DULLES INTERNATIONAL
 HV5123'AIRPORT, 2-1/2 MILES SOUTHEAST OF THE LOUDON COUNTYLINE AND 2 MILES
 HV5123'NORTHEAST OF HERNDON.
 HV5123'
 HV5123'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO EAST ON
 HV5123'COUNTY ROAD 606 FOR 1.6 MILES TO A CROSSROADS.  TURN LEFT AND GO
 HV5123'NORTH ON RESTON AVENUE FOR 0.9 MILE TO A A DIRT, WOODS CROSSROAD
 HV5123'AND THE STATION ON THE RIGHT IN THE MIDDLE OF THE WOODS ROAD.
 HV5123'
 HV5123'THE STATION MARK IS A STANDARD DISK STAMPED---ANNE 1969---SET IN
 HV5123'THE TOP OF A CONCRETE POST, 12-INCHES IN DIAMETER THAT IS FLUSH WITH
 HV5123'THE GROUND.  THE UNDERGROUND MARK IS SET 40 INCHES BELOW THE GROUND
 HV5123'SURFACE IN AN IRREGULAR MASS OF CONCRETE.  THEY ARE 43.5 FEET
 HV5123'SOUTHEAST OF THE CENTERLINE OF RESTON AVE., 20.6 FEET SOUTH-SOUTHEAST
 HV5123'OF A TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND
 HV5123'2 FEET WEST OF A 4 X 4 INCH WOOD WITNESS POST.
 HV5123'
 HV5123'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ANNE NO 1 1969---
 HV5123'SET IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5123'PROJECTS 2 INCHES.  IT IS 74 NORTH OF THE WITNESS POST, 56.5
 HV5123'NORTHEAST OF THE BLAZED TREE, 16 FEET SOUTHEAST OF RESTON AVE. AND
 HV5123'ABOUT SAME ELEVATION AS STATION MARK.
 HV5123'
 HV5123'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ANNE NO 2 1969---
 HV5123'SET IN THE TOP OF A CONCRETE POST, 12-INCHES IN DIAMETER AND FLUSH
 HV5123'WITH THE GROUND.  IT IS 20 FEET NORTHWEST OF THE CENTERLINE OF RESTON
 HV5123'AVE, 1 FOOT SOUTHEAST OF A FENCE, ON THE ROAD RIGHT-OF-WAY AND
 HV5123'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
 HV5123'
 HV5123'P 900 IS AN UNSTAMPED DISK THAT IS 2 INCHES IN DIAMETER, HAS A CROSS
 HV5123'CAST INTO IT AND A DOT IN THE MIDDLE OF THE CROSS.  IT IS SET IN THE
 HV5123'TOP OF A CONCRETE POST, 15-INCHES IN DIAMETER AND FLUSH WITH THE
 HV5123'GROUND.  IT IS LOCATED ON THE SOUTHWEST SLOPE OF A VERY LOW RISE,
 HV5123'13 FEET EAST OF THE CENTER OF A DIM WOODS ROAD AND 1.5 WEST OF A
 HV5123'4X4 INCH WOOD, WITNESS POST WITH---P 900---PAINTED ON THE WEST SIDE.
 HV5123'
 HV5123'TO REACH P-900 FROM THE STATION, GO NORTHEASTERLY ON RESTON AVE FOR
 HV5123'0.25 MILE TO A WOODS ROAD LEFT AT AN OPENING IN FENCE TURN LEFT AND
 HV5123'GO NORTHWESTERLY ON THE WOODS ROAD FOR 0.05 MILE TO THE MARK ON THE
 HV5123'RIGHT.
 HV5123'
 HV5123'UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 HV5123
 HV5123                          STATION RECOVERY (1984)
 HV5123
 HV5123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HV5123'THE STATION MARK, REFERENCE MARKS ONE AND TWO AND THE RESTON LAND
 HV5123'DEVELOPMENT BOUNDARY MARK P900 WHICH SERVES AS AN AZIMUTH MARK WERE
 HV5123'RECOVERED IN GOOD CONDITION.  THE DIRECTION BETWEEN THE REFERENCE
 HV5123'MARKS CHECKED WITH THE 1969 RECOVERY.  THE DISTANCE TO REFERENCE MARK
 HV5123'1 ALSO CHECKED, HOWEVER, THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO
 HV5123'BE 0.019 M (0.062 FT) LONGER AT THIS OCCUPATION.  THE STATION MAY BE
 HV5123'DESTROYED BY CONSTRUCTION IN THE NEAR FUTURE.  STATION ANNE 2 WAS
 HV5123'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV5123' 
 HV5123'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF HERNDON, 4.0 KM
 HV5123'(2.50 MI) SOUTHEAST OF THE LOUDOUN-FAIRFAX CO LINE, 9.6 KM (5.95 MI)
 HV5123'NORTHEAST OF THE DULLES INTERNATIONAL AIRPORT AND ON PROPERTY OWNED BY
 HV5123'THE RESTON LAND CORPORATION, 11800 SUNRISE VALLEY DRIVE, SUITE 1400,
 HV5123'RESTON, VIRGINIA 22091. TO REACH THE STATION FROM THE POST OFFICE IN
 HV5123'HERNDON, GO EAST ON COUNTY ROAD 606 FOR 2.56 KM (1.60 MI) TO A
 HV5123'CROSSROADS, TURN LEFT AND GO NORTH ON RESTON AVENUE FOR 1.44 KM (0.90
 HV5123'MI) TO THE STATION ON THE RIGHT.
 HV5123' 
 HV5123'THE STATION IS A STANDARD CGS DISK STAMPED--ANNE 1969--, SET INTO THE
 HV5123'TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH GROUND.
 HV5123'LOCATED 2.1 FT (0.6 M) W FROM A 4X4 WOODEN WITNESS POST, 20.6 FT (6.3
 HV5123'M) SE FROM A 15-INCH BLAZED CHESTNUT TREE AND 43.7 FT (13.3 M) SE FROM
 HV5123'THE CENTER OF RESTON AVENUE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HV5123' 
 HV5123'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ANNE NO 1 1969--,
 HV5123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER,
 HV5123'PROJECTING 4 CM ABOVE THE GROUND.  LOCATED 16.0 FT (4.9 M) SE FROM THE
 HV5123'CENTER OF RESTON AVENUE, 56.5 FT (17.2 M) NE FROM THE TRIANGULAR TREE
 HV5123'AND 74.0 FT (22.6 M) N FROM A 4X4 INCH WOOD WITNESS POST.
 HV5123' 
 HV5123'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ANNE NO 2 1969--,
 HV5123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH
 HV5123'WITH GROUND.  LOCATED 1.0 FT (0.3 M) SE FROM A WIRE FENCE AND 20.0 FT
 HV5123'(6.1 M) NW FROM THE CENTER OF RESTON AVENUE.
 HV5123
 HV5123                          STATION RECOVERY (1999)
 HV5123
 HV5123'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5123'RECOVERED IN GOOD CONDITION.
 HV5123
 HV5123                          STATION RECOVERY (2005)
 HV5123
 HV5123'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 HV5123'N 38 58.729
 HV5123'W 077 20.859
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1631 ***********************************************************************
 FW1631  DESIGNATION -  ANNE
 FW1631  PID         -  FW1631
 FW1631  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1631  USGS QUAD   -  NORTH BAY (1986)
 FW1631
 FW1631                         *CURRENT SURVEY CONTROL
 FW1631  ___________________________________________________________________
 FW1631* NAD 83(1993)-  36 40 18.89533(N)    075 54 56.84314(W)     ADJUSTED  
 FW1631* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 FW1631  ___________________________________________________________________
 FW1631  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FW1631  GEOID HEIGHT-         -38.15  (meters)                     GEOID03
 FW1631
 FW1631  HORZ ORDER  -  SECOND
 FW1631
 FW1631.The horizontal coordinates were established by classical geodetic methods
 FW1631.and adjusted by the National Geodetic Survey in September 1995..
 FW1631
 FW1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1631
 FW1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1631
 FW1631.The geoid height was determined by GEOID03.
 FW1631
 FW1631;                    North         East     Units Scale Factor Converg.
 FW1631;SPC VA S     - 1,040,735.837 3,730,984.822   MT  1.00001855   +1 34 06.3
 FW1631;SPC VA S     - 3,414,480.83 12,240,739.37   sFT  1.00001855   +1 34 06.3
 FW1631;UTM  18      - 4,058,868.487   418,166.869   MT  0.99968250   -0 32 49.1
 FW1631
 FW1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1631!SPC VA S     -   1.00000572  x   1.00001855  =   1.00002427
 FW1631!UTM  18      -   1.00000572  x   0.99968250  =   0.99968822
 FW1631
 FW1631:                Primary Azimuth Mark                     Grid Az
 FW1631:SPC VA S     -  GRAVITY                                  004 17 57.9
 FW1631:UTM  18      -  GRAVITY                                  006 24 53.3
 FW1631
 FW1631|---------------------------------------------------------------------|
 FW1631| PID    Reference Object                     Distance      Geod. Az  |
 FW1631|                                                           dddmmss.s |
 FW1631| FW1643 GRAVITY                             405.707 METERS 0055204.2 |
 FW1631| DC8030 ANNE RM 1                            33.426 METERS 08442     |
 FW1631| DC8031 ANNE RM 2                            38.694 METERS 18850     |
 FW1631| FW1632 CLUB                                APPROX. 2.5 KM 3423520.2 |
 FW1631|---------------------------------------------------------------------|
 FW1631
 FW1631                          SUPERSEDED SURVEY CONTROL
 FW1631
 FW1631  NAD 83(1986)-  36 40 18.90841(N)    075 54 56.87701(W) AD(       ) 2
 FW1631  NAD 27      -  36 40 18.36100(N)    075 54 58.14100(W) AD(       ) 2
 FW1631  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 FW1631
 FW1631.Superseded values are not recommended for survey control.
 FW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1631.See file dsdata.txt to determine how the superseded data were derived.
 FW1631
 FW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1816758868(NAD 83)
 FW1631_MARKER: DS = TRIANGULATION STATION DISK
 FW1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1631
 FW1631  HISTORY     - Date     Condition        Report By
 FW1631  HISTORY     - 1934     MONUMENTED       CGS
 FW1631  HISTORY     - 1935     GOOD             CGS
 FW1631  HISTORY     - 1954     GOOD             USN
 FW1631  HISTORY     - 1962     GOOD             CGS
 FW1631  HISTORY     - 1975     GOOD             NGS
 FW1631  HISTORY     - 1980     GOOD             NOS
 FW1631
 FW1631                          STATION DESCRIPTION
 FW1631
 FW1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1631'ABOUT 1.5 MILES SOUTH OF THE LITTLE ISLAND COAST GUARD STATION
 FW1631'NO. 164, IN THE YARD OF THE PRINCESS ANNE GUN CLUB ABOUT 30
 FW1631'METERS SOUTH OF THE CLUB HOUSE, 21.5 FEET SOUTH OF THE FENCE
 FW1631'ON THE SOUTH SIDE OF THE YARD, AND 10 METERS WEST OF A LINE IN
 FW1631'RANGE WITH THE WEST SIDE OF THE HOUSE.
 FW1631'
 FW1631'TO REACH FROM PRINCESS ANNE, SET 0.0 GO NORTHEAST ACROSS RAILROAD
 FW1631'TRACKS, KEEP RIGHT AT 2.4 AT NIMMO CHURCH, AT 3.05 KEEP LEFT
 FW1631'AT FILLING STATION, KEEP STRAIGHT AT 5.4 AND AT 5.8, AT 8.5
 FW1631'CONTINUE ACROSS SAND DUNES TO BEACH.  FOLLOW BEACH SOUTH 5.4
 FW1631'MILES TO PRINCESS ANNE GUN CLUB.
 FW1631'
 FW1631'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW1631'CONCRETE.
 FW1631'
 FW1631'REFERENCE MARK NO. 1 IS EAST OF THE STATION NEAR THE CORNER
 FW1631'OF THE LOT.
 FW1631'
 FW1631'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION NEAR A FENCE LINE.
 FW1631'
 FW1631'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 FW1631
 FW1631                          STATION RECOVERY (1935)
 FW1631
 FW1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HO)
 FW1631'STATION RECOVERED AS DESCRIBED.
 FW1631'
 FW1631'TO REACH FROM VIRGINIA BEACH, GO SOUTH ON HARD SURFACE ROAD
 FW1631'TO RIFLE RANGE.  TURN LEFT ON SOUTH SIDE OF RIFLE RANGE AND
 FW1631'TAKE DIRT ROAD ACROSS DUNES TO BEACH.  CONTINUE SOUTH ALONG
 FW1631'BEACH FOR 9 MILES.  TRIP ALONG BEACH CAN BE MADE ONLY WITH
 FW1631'OVERSIZE, LOW PRESSURE TIRES.  ARRANGEMENTS MAY BE MADE WITH
 FW1631'COAST GUARD DISTRICT COMMANDER, AT THE CUSTOM HOUSE, NORFOLK,
 FW1631'VA., TO HAVE A TRUCK WITH SUITABLE TIRES FOR BEACH TRAVEL FROM
 FW1631'LITTLE ISLAND COAST GUARD STATION, MEET A WORKING PARTY AT THE
 FW1631'RIFLE RANGE AT VIRGINIA BEACH.
 FW1631
 FW1631                          STATION RECOVERY (1954)
 FW1631
 FW1631'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1631'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FW1631'DESCRIPTION IS ADEQUATE.
 FW1631
 FW1631                          STATION RECOVERY (1962)
 FW1631
 FW1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1631'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FW1631'IN GOOD CONDITION.  THE PROPERTY IS NOW OWNED AND OCCUPIED U.S.
 FW1631'BACK BAY NATIONAL WILDLIFE REFUGE.  ADDITION WITNESS POINTS
 FW1631'ARE AS FOLLOWS--STATION IS 65.4 FEET SOUTHWEST OF THE SOUTHWEST
 FW1631'CORNER OF QUARTERS NO. 2 (SOUTH BUILDING), 61.5 FEET SOUTHWEST
 FW1631'OF THE SOUTHWEST CORNER OF THE GARAGE AND 45.8 FEET SOUTH OF
 FW1631'THE SOUTHEAST CORNER OF THE GARAGE AND ABOUT 100 FEET EAST OF A
 FW1631'LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE GROUND AND THE
 FW1631'DISK IS STAMPED ANNE 1934.
 FW1631'
 FW1631'REFERENCE MARK NO. 1 IS 57.5 FEET SOUTHEAST OF THE NORTHEAST
 FW1631'CORNER OF THE PORCH AND 48.6 FEET SOUTHEAST OF THE SOUTHEAST
 FW1631'CORNER OF QUARTERS NO. 2.
 FW1631'
 FW1631'TO REACH THE STATION FROM OCEANA GO SOUTH ON STATE HIGHWAY
 FW1631'615 FOR 7 MILES TO COUNTY HIGHWAY 629 ANS SIGN SANDBRIDGE,
 FW1631'TURN LEFT ON HIGHWAY 629 AND GO 5.4 MILES TO STATION GUN ON
 FW1631'THE RIGHT, CONTINUE ABOUT 0.15 MILE TO THE BEACH AT SANDBRIDGE.
 FW1631'TURN RIGHT AND GO SOUTH ALONG THE BEACH FOR 5.4 MILES TO THE
 FW1631'U.S. NATIONAL WILDLIFE STATION ON THE RIGHT AND STATION AS
 FW1631'DESCRIBED.  NOTE--FROM SANDBRIDGE YOU WILL NEED A FOUR WHEEL
 FW1631'DRIVE WITH LARGE TIRES.
 FW1631
 FW1631                          STATION RECOVERY (1975)
 FW1631
 FW1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1631'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FW1631'
 FW1631'THIS STATION SITE IS ON PROPERTY OWNED BY THE BACK BAY NATIONAL
 FW1631'WILDLIFE REFUGE, PEMBROKE TWO, SUITE 218, VIRGINIA BEACH, VIRGINIA.
 FW1631'PERMISSION CAN BE GOTTEN FOR THIS OFFICE TO VISIT THIS STATION
 FW1631'SITE.
 FW1631'
 FW1631'TO REACH THIS STATION SITE FROM THE TOWN OF SAND BRIDGE, AT THE
 FW1631'INTERSECTIONS OF SANDBRIDGE ROAD AND SANDPIPER ROAD, GO SOUTHERLY
 FW1631'FOLLOWING SANDPIPER ROAD FOR 3.6 MILES TO THE GATE ENTRANCE TO THE
 FW1631'BACK BAY WILDLIFE REFUGE, CONTINUE ON SOUTHERLY FOLLOWING A PAVED
 FW1631'ROAD FOR 1.2 MILES TO ANOTHER GUARD GATE.  HERE TURN RIGHT AND GO
 FW1631'WESTERLY FOR 0.15 MILE TO THE OLD COAST GUARD BUILDINGS AND THE
 FW1631'STATION SITE AS DESCRIBED IN THE 1962 DESCRIPTION.
 FW1631
 FW1631                          STATION RECOVERY (1980)
 FW1631
 FW1631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW1631'THE STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS
 FW1631'ALSO RECOVERED BUT REFERENCE MARK 2 WAS NOT RECOVERED DUE TO HEAVY
 FW1631'UNDERGROWTH. THE DISTANCE TO RM 1 WAS 0.017 METERS SHORTER THAN THE
 FW1631'1934 OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2163 ***********************************************************************
 GW2163  DESIGNATION -  ANTHONY 1957
 GW2163  PID         -  GW2163
 GW2163  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2163  USGS QUAD   -  LEXINGTON (1978)
 GW2163
 GW2163                         *CURRENT SURVEY CONTROL
 GW2163  ___________________________________________________________________
 GW2163* NAD 83(1993)-  37 47 44.04533(N)    079 28 56.86413(W)     ADJUSTED  
 GW2163* NAVD 88     -       530.9    (meters)    1742.     (feet)  VERTCON   
 GW2163  ___________________________________________________________________
 GW2163  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GW2163  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2163
 GW2163  HORZ ORDER  -  SECOND
 GW2163
 GW2163.The horizontal coordinates were established by classical geodetic methods
 GW2163.and adjusted by the National Geodetic Survey in November 1994..
 GW2163
 GW2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2163
 GW2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2163
 GW2163.The geoid height was determined by GEOID03.
 GW2163
 GW2163;                    North         East     Units Scale Factor Converg.
 GW2163;SPC VA S     - 1,162,725.179 3,413,472.802   MT  0.99997325   -0 35 46.6
 GW2163;SPC VA S     - 3,814,707.52 11,199,035.35   sFT  0.99997325   -0 35 46.6
 GW2163;UTM  17      - 4,184,217.778   633,608.699   MT  0.99981987   +0 55 48.6
 GW2163
 GW2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2163!SPC VA S     -   0.99992174  x   0.99997325  =   0.99989500
 GW2163!UTM  17      -   0.99992174  x   0.99981987  =   0.99974163
 GW2163
 GW2163:                Primary Azimuth Mark                     Grid Az
 GW2163:SPC VA S     -  ALFORD 1957                              357 52 01.1
 GW2163:UTM  17      -  ALFORD 1957                              356 20 25.9
 GW2163
 GW2163|---------------------------------------------------------------------|
 GW2163| PID    Reference Object                     Distance      Geod. Az  |
 GW2163|                                                           dddmmss.s |
 GW2163| GW2161 ALFORD 1957                         APPROX. 4.4 KM 3571614.5 |
 GW2163|---------------------------------------------------------------------|
 GW2163
 GW2163                          SUPERSEDED SURVEY CONTROL
 GW2163
 GW2163  NAD 83(1986)-  37 47 44.04346(N)    079 28 56.87711(W) AD(       ) 2
 GW2163  NAD 27      -  37 47 43.56870(N)    079 28 57.73080(W) AD(       ) 2
 GW2163  NGVD 29 (07/19/86)  531.1    (m)         1742.     (f) VERT ANG       
 GW2163
 GW2163.Superseded values are not recommended for survey control.
 GW2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2163.See file dsdata.txt to determine how the superseded data were derived.
 GW2163
 GW2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3360984218(NAD 83)
 GW2163_MARKER: DS = TRIANGULATION STATION DISK
 GW2163_SETTING: 66 = SET IN ROCK OUTCROP
 GW2163_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GW2163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2163+STABILITY: POSITION/ELEVATION WELL
 GW2163
 GW2163  HISTORY     - Date     Condition        Report By
 GW2163  HISTORY     - 1957     MONUMENTED       CGS
 GW2163
 GW2163                          STATION DESCRIPTION
 GW2163
 GW2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2163'STATION IS LOCATED ABOUT 2.5 MILES WEST OF LEXINGTON, 130
 GW2163'YARDS NORTH-NORTHEAST OF AN ANTENNA ON A STEEL TOWER AND
 GW2163'ON THE PROPERTY OWNED BY MRS. M.S. BATTLE.
 GW2163'
 GW2163'STATION, STAMPED ANTHONY 1957, CEMENTED IN A DRILL HOLE IN
 GW2163'A OUTCROPPING BEDROCK, IS 36 FEET SOUTH OF A PILE OF ROCKS,
 GW2163'140 FEET NORTHEAST OF A LARGE PILE OF ROCKS AND 165 FEET
 GW2163'NORTH OF A CLUMP OF TREES WITH THE NORTH ONE HAVING A TRIANGULAR
 GW2163'BLAZE.
 GW2163'
 GW2163'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEXINGTON,
 GW2163'GO WEST ON U.S. HIGHWAY 60 FOR 0.1 MILE TO A SIDE STREET
 GW2163'LEFT.  TURN LEFT, GO SOUTHWEST ON MC LAUGHLIN STREET FOR
 GW2163'0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST FOR 0.3
 GW2163'MILE TO A FORK.  TURN LEFT, GO WESTERLY ON SURFACED ROAD
 GW2163'FOR 1.65 MILES TO A MAIL BOX (M.S. BATTLE) ON RIGHT.  TURN
 GW2163'RIGHT INTO THE DRIVE WAY AND GO NORTHERLY FOR 0.35 MILE TO
 GW2163'A GATE ON LEFT JUST BEFORE REACHING THE HOUSE.  TURN SHARP
 GW2163'LEFT PASSING THROUGH THE GATE AND CONTINUE ON TRACK ROAD
 GW2163'FOR 0.15 MILE TO A GATE.  CONTINUE THROUGH THE GATE ALONG
 GW2163'THE SOUTH SIDE OF THE ORCHARD FOR 0.2 MILE TO A GATE ON
 GW2163'LEFT.  TURN LEFT THROUGH THE GATE AND THEN RIGHT ALONG THE
 GW2163'SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO THE TOP OF THE
 GW2163'HILL AND THE STATION.
 GW2163'
 GW2163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0214 ***********************************************************************
 GW0214  DESIGNATION -  ANTIOCH
 GW0214  PID         -  GW0214
 GW0214  STATE/COUNTY-  VA/CHARLOTTE
 GW0214  USGS QUAD   -  KEYSVILLE (1987)
 GW0214
 GW0214                         *CURRENT SURVEY CONTROL
 GW0214  ___________________________________________________________________
 GW0214* NAD 83(1993)-  37 00 25.48116(N)    078 29 10.51058(W)     ADJUSTED  
 GW0214* NAVD 88     -       198.309  (meters)     650.62   (feet)  ADJUSTED  
 GW0214  ___________________________________________________________________
 GW0214  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GW0214  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GW0214  DYNAMIC HT  -         198.164 (meters)     650.14  (feet)  COMP
 GW0214  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GW0214
 GW0214  HORZ ORDER  -  THIRD
 GW0214  VERT ORDER  -  FIRST     CLASS II
 GW0214
 GW0214.The horizontal coordinates were established by classical geodetic methods
 GW0214.and adjusted by the National Geodetic Survey in September 1995..
 GW0214
 GW0214.The orthometric height was determined by differential leveling
 GW0214.and adjusted by the National Geodetic Survey in June 1991..
 GW0214
 GW0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0214
 GW0214.The geoid height was determined by GEOID03.
 GW0214
 GW0214.The dynamic height is computed by dividing the NAVD 88
 GW0214.geopotential number by the normal gravity value computed on the
 GW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0214.degrees latitude (g = 980.6199 gals.).
 GW0214
 GW0214.The modeled gravity was interpolated from observed gravity values.
 GW0214
 GW0214;                    North         East     Units Scale Factor Converg.
 GW0214;SPC VA S     - 1,074,768.379 3,501,223.493   MT  0.99996507   +0 00 30.0
 GW0214;SPC VA S     - 3,526,135.92 11,486,930.74   sFT  0.99996507   +0 00 30.0
 GW0214;UTM  17      - 4,098,611.879   723,662.535   MT  1.00021630   +1 30 49.3
 GW0214
 GW0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0214!SPC VA S     -   0.99997378  x   0.99996507  =   0.99993885
 GW0214!UTM  17      -   0.99997378  x   1.00021630  =   1.00019007
 GW0214
 GW0214:                Primary Azimuth Mark                     Grid Az
 GW0214:SPC VA S     -  KEYSVILLE MUNICIPAL TANK                 004 05 23.6
 GW0214:UTM  17      -  KEYSVILLE MUNICIPAL TANK                 002 35 04.3
 GW0214
 GW0214|---------------------------------------------------------------------|
 GW0214| PID    Reference Object                     Distance      Geod. Az  |
 GW0214|                                                           dddmmss.s |
 GW0214| GW2325 KEYSVILLE MUNICIPAL TANK            APPROX. 3.8 KM 0040553.6 |
 GW0214| GW2324 KEYSVILLE INTERST AWY TOWER         APPROX. 4.5 KM 0152006.1 |
 GW0214| GW0212 ANTIOCH AZ MK                                      0170950.5 |
 GW0214| GW0213 ANTIOCH RM 1                         29.069 METERS 03105     |
 GW0214| GW0215 ANTIOCH RM 2                         28.931 METERS 14622     |
 GW0214|---------------------------------------------------------------------|
 GW0214
 GW0214                          SUPERSEDED SURVEY CONTROL
 GW0214
 GW0214  NAD 83(1986)-  37 00 25.48579(N)    078 29 10.52211(W) AD(       ) 3
 GW0214  NAD 27      -  37 00 24.93281(N)    078 29 11.54083(W) AD(       ) 3
 GW0214  NGVD 29 (03/05/92)  198.536  (m)          651.36   (f) ADJUSTED    1 2
 GW0214
 GW0214.Superseded values are not recommended for survey control.
 GW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0214.See file dsdata.txt to determine how the superseded data were derived.
 GW0214
 GW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2366398612(NAD 83)
 GW0214_MARKER: DS = TRIANGULATION STATION DISK
 GW0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0214_STAMPING: ANTIOCH 1965
 GW0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0214+STABILITY: SURFACE MOTION
 GW0214
 GW0214  HISTORY     - Date     Condition        Report By
 GW0214  HISTORY     - 1965     MONUMENTED       CGS
 GW0214  HISTORY     - 1965     GOOD             CGS
 GW0214  HISTORY     - 1978     GOOD             NGS
 GW0214  HISTORY     - 20010317 GOOD             USPSQD
 GW0214
 GW0214                          STATION DESCRIPTION
 GW0214
 GW0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0214'THE STATION IS LOCATED ON THE PROPERTY OF MR. A. B. LIPSCOMB,
 GW0214'4 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 15 AND 360,
 GW0214'2-1/2 MILES SOUTH OF KEYSVILLE, 1/2 MILE SOUTHWEST OF THE
 GW0214'ANTIOCH CHURCH AND ABOUT 0.15 MILE WEST OF U.S. HIGHWAY 15
 GW0214'AND 360.
 GW0214'
 GW0214'TO REACH THE STATION FROM THE POST OFFICE IN KEYSVILLE, GO
 GW0214'EASTERLY AND THEN SOUTHERLY ON U.S. HIGHWAY 15 AND 360 FOR 2.3
 GW0214'MILES TO THE JUNCTION WITH COUNTY ROAD 717, THIS IS JUST
 GW0214'AFTER PASSING THE ANTIOCH CHURCH ON THE LEFT.  TURN RIGHT
 GW0214'ON COUNTY ROAD 717 AND CROSS RAILROAD TRACKS AND THE AZIMUTH
 GW0214'MARK ON THE LEFT, CONTINUE ON 717 FOR 0.05 MILE TO A FORK,
 GW0214'KEEP LEFT AND GO SOUTHERLY, PASSING TWO VACANT HOUSES ON
 GW0214'THE RIGHT, FOR 0.25 MILE TO AN OAK TREE WITH TRIANGLE BLAZE
 GW0214'ON THE RIGHT AND THE STATION ON THE RIGHT.
 GW0214'
 GW0214'THE STATION MARK IS 47 FEET NORTHWEST OF THE APPROXIMATE
 GW0214'CENTER OF A BLADED ROAD AND 3.2 FEET SOUTH OF A METAL WITNESS
 GW0214'SIGN.  IT IS A STANDARD DISK STAMPED ANTIOCH 1965 SET IN A
 GW0214'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 GW0214'
 GW0214'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE APPROXIMATE
 GW0214'CENTER OF THE BLADED ROAD AND 1.4 FEET WEST OF A METAL WITNESS
 GW0214'SIGN.  IT IS A STANDARD DISK STAMPED ANTIOCH NO 1 1965 SET
 GW0214'IN A FLUSH SQUARE CONCRETE MONUMENT.
 GW0214'
 GW0214'REFERENCE MARK NO. 2 IS 39 FEET SOUTHEAST OF THE APPROXIMATE
 GW0214'CENTER OF THE BLADED ROAD AND 1.8 FEET SOUTHEAST OF A METAL
 GW0214'WITNESS SIGN.  IT IS A STANDARD DISK STAMPED ANTIOCH NO 2
 GW0214'1965 SET IN A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 GW0214'
 GW0214'THE AZIMUTH MARK IS 46.4 FEET WEST OF THE WEST RAIL OF RAILROAD
 GW0214'TRACKS, 23 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 GW0214'ROAD 717, 2.7 FEET SOUTH OF TELEPHONE POLE NO. 445 AND 2.4
 GW0214'FEET SOUTHWEST OF A METAL WITNESS SIGN.  IT IS A STANDARD
 GW0214'DISK STAMPED ANTIOCH 1965 SET IN A SQUARE CONCRETE MONUMENT
 GW0214'PROJECTING 4 INCHES.
 GW0214'
 GW0214'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 GW0214
 GW0214                          STATION RECOVERY (1965)
 GW0214
 GW0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0214'2.3 MI SW FROM KEYSVILLE.
 GW0214'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GW0214'STATION IN KEYSVILLE TO COUNTY ROAD 717, THENCE, SOUTHWEST ON
 GW0214'COUNTY ROAD 717, 0.3 MILE TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0214'POST PROJECTING 4-INCHES, 95.37 FEET SOUTHWEST OF RM 1, 94.92
 GW0214'FEET NORTHWEST OF RM 2, 47.0 FEET NORTHWEST OF THE APPROXIMATE
 GW0214'CENTER OF A BLADED ROAD, 3.2 FEET SOUTH OF A METAL WITNESS SIGN,
 GW0214'2.0 FEET ABOVE THE LEVEL OF THE ROAD.
 GW0214
 GW0214                          STATION RECOVERY (1978)
 GW0214
 GW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GW0214'BENCH MARK RECOVERED.  OMIT=OLD HEADING.  ADD=ABOUT 2.3 MILES SOUTH
 GW0214'ALONG BUSINESS ROUTE 15 FROM THE POST OFFICE IN KEYSVILLE, AND THENCE
 GW0214'0.3 MILE SOUTHWEST ALONG COUNTY ROAD 717.
 GW0214
 GW0214                          STATION RECOVERY (2001)
 GW0214
 GW0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 GW0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0212 ***********************************************************************
 GW0212  DESIGNATION -  ANTIOCH AZ MK
 GW0212  PID         -  GW0212
 GW0212  STATE/COUNTY-  VA/CHARLOTTE
 GW0212  USGS QUAD   -  KEYSVILLE (1987)
 GW0212
 GW0212                         *CURRENT SURVEY CONTROL
 GW0212  ___________________________________________________________________
 GW0212* NAD 83(1986)-  37 00 40.     (N)    078 29 05.     (W)     SCALED    
 GW0212* NAVD 88     -       193.611  (meters)     635.21   (feet)  ADJUSTED  
 GW0212  ___________________________________________________________________
 GW0212  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GW0212  DYNAMIC HT  -         193.469 (meters)     634.74  (feet)  COMP
 GW0212  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GW0212
 GW0212  VERT ORDER  -  FIRST     CLASS II
 GW0212
 GW0212.The horizontal coordinates were scaled from a topographic map and have
 GW0212.an estimated accuracy of +/- 6 seconds.
 GW0212
 GW0212.The orthometric height was determined by differential leveling
 GW0212.and adjusted by the National Geodetic Survey in June 1991..
 GW0212
 GW0212.The geoid height was determined by GEOID03.
 GW0212
 GW0212.The dynamic height is computed by dividing the NAVD 88
 GW0212.geopotential number by the normal gravity value computed on the
 GW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0212.degrees latitude (g = 980.6199 gals.).
 GW0212
 GW0212.The modeled gravity was interpolated from observed gravity values.
 GW0212
 GW0212;                    North         East    Units  Estimated Accuracy
 GW0212;SPC VA S     - 1,075,220.    3,501,360.      MT  (+/- 180 meters Scaled)
 GW0212
 GW0212                          SUPERSEDED SURVEY CONTROL
 GW0212
 GW0212  NGVD 29 (03/05/92)  193.836  (m)          635.94   (f) ADJUSTED    1 2
 GW0212
 GW0212.Superseded values are not recommended for survey control.
 GW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0212.See file dsdata.txt to determine how the superseded data were derived.
 GW0212
 GW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA237990(NAD 83)
 GW0212_MARKER: DZ = AZIMUTH MARK DISK
 GW0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0212_STAMPING: ANTIOCH 1965
 GW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0212+STABILITY: SURFACE MOTION
 GW0212
 GW0212  HISTORY     - Date     Condition        Report By
 GW0212  HISTORY     - 1965     MONUMENTED       CGS
 GW0212  HISTORY     - 1978     GOOD             NGS
 GW0212  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0212
 GW0212                          STATION DESCRIPTION
 GW0212
 GW0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0212'2 MI SW FROM KEYSVILLE.
 GW0212'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 GW0212'STATION IN KEYSVILLE TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0212'POST PROJECTING 4-INCHES, 46.4 FEET WEST OF WEST RAIL, 23.0 FEET
 GW0212'SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 717, 2.7 FEET
 GW0212'SOUTH OF A TELEPHONE POLE, 2.4 FEET WEST OF A METAL WITNESS SIGN
 GW0212'AND IS ABOUT 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND RAIL.
 GW0212
 GW0212                          STATION RECOVERY (1978)
 GW0212
 GW0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GW0212'BENCH MARK RECOVERED.  ADD=ABOUT 2.3 MILES SOUTH ALONG BUSINESS ROUTE
 GW0212'15 FROM THE POST OFFICE IN KEYSVILLE.  OMIT=ABOUT 2.0 MILES SOUTHWEST
 GW0212'ALONG THE SOUTHERN RAILROAD FROM THE STATION IN KEYVILLE.  NOTE=THE
 GW0212'ORIGINAL DESCRIPTION STATES THE DISK TO BE AN AZIMUTH DISK, HOWEVER,
 GW0212'THE DISK IS A REFERENCE DISK.
 GW0212
 GW0212                          STATION RECOVERY (2001)
 GW0212
 GW0212'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 GW0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4343 ***********************************************************************
 FX4343  DESIGNATION -  ANTIOCH RESET
 FX4343  PID         -  FX4343
 FX4343  STATE/COUNTY-  VA/BRUNSWICK
 FX4343  USGS QUAD   -  WARFIELD (1986)
 FX4343
 FX4343                         *CURRENT SURVEY CONTROL
 FX4343  ___________________________________________________________________
 FX4343* NAD 83(1993)-  36 53 32.05422(N)    077 47 53.73877(W)     ADJUSTED  
 FX4343* NAVD 88     -       107.62   (+/-2cm)     353.1    (feet)  VERTCON   
 FX4343  ___________________________________________________________________
 FX4343  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FX4343  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 FX4343
 FX4343  HORZ ORDER  -  FIRST
 FX4343  VERT ORDER  -  THIRD ? (See Below)
 FX4343
 FX4343.The horizontal coordinates were established by classical geodetic methods
 FX4343.and adjusted by the National Geodetic Survey in September 1995..
 FX4343
 FX4343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4343.The vertical order pertains to the NGVD 29 superseded value.
 FX4343
 FX4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4343
 FX4343.The geoid height was determined by GEOID03.
 FX4343
 FX4343;                    North         East     Units Scale Factor Converg.
 FX4343;SPC VA S     - 1,062,256.470 3,562,549.167   MT  0.99997958   +0 25 33.3
 FX4343;SPC VA S     - 3,485,086.44 11,688,130.06   sFT  0.99997958   +0 25 33.3
 FX4343;UTM  18      - 4,086,575.076   250,642.910   MT  1.00036608   -1 40 50.5
 FX4343
 FX4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4343!SPC VA S     -   0.99998829  x   0.99997958  =   0.99996787
 FX4343!UTM  18      -   0.99998829  x   1.00036608  =   1.00035436
 FX4343
 FX4343:                Primary Azimuth Mark                     Grid Az
 FX4343:SPC VA S     -  AIRWAY BCN 3 WHITE LIGHT                 038 41 41.2
 FX4343:UTM  18      -  AIRWAY BCN 3 WHITE LIGHT                 040 48 05.0
 FX4343
 FX4343|---------------------------------------------------------------------|
 FX4343| PID    Reference Object                     Distance      Geod. Az  |
 FX4343|                                                           dddmmss.s |
 FX4343| GV5654 AIRWAY BCN 3 WHITE LIGHT            APPROX.20.7 KM 0390714.5 |
 FX4343| DC8034 ANTIOCH RM 1                         72.430 METERS 04621     |
 FX4343| FX1477 ANTIOCH RM 4                         57.230 METERS 21300     |
 FX4343| FX4345 ALBERTA MUNICIPAL TANK              APPROX. 8.4 KM 2481036.8 |
 FX4343| FX1476 ANTIOCH RM 2                         37.140 METERS 28249     |
 FX4343| DC8032 ANTIOCH RM 3 AZIMUTH                               3174626.1 |
 FX4343| DC8033 ANTIOCH AZ MK RESET                                3223402.0 |
 FX4343|---------------------------------------------------------------------|
 FX4343
 FX4343                          SUPERSEDED SURVEY CONTROL
 FX4343
 FX4343  NAD 83(1986)-  36 53 32.05871(N)    077 47 53.75602(W) AD(       ) 1
 FX4343  NAD 27      -  36 53 31.52800(N)    077 47 54.77100(W) AD(       ) 1
 FX4343  NGVD 29 (07/19/86)  107.94   (m)          354.1    (f) LEVELING    3  
 FX4343
 FX4343.Superseded values are not recommended for survey control.
 FX4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4343.See file dsdata.txt to determine how the superseded data were derived.
 FX4343
 FX4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5064386575(NAD 83)
 FX4343_MARKER: DS = TRIANGULATION STATION DISK
 FX4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4343
 FX4343  HISTORY     - Date     Condition        Report By
 FX4343  HISTORY     - 1933     MONUMENTED       CGS
 FX4343  HISTORY     - 1957     GOOD             CGS
 FX4343  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FX4343  HISTORY     - 1965     GOOD             CGS
 FX4343  HISTORY     - 1967     GOOD             CGS
 FX4343  HISTORY     - 20010224 GOOD             USPSQD
 FX4343
 FX4343                          STATION DESCRIPTION
 FX4343
 FX4343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4343'THE STATION IS ABOUT 9 MILES EAST OF NORTH OF LAWRENCEVILLE, AND
 FX4343'1 MILE SOUTHEAST OF WARFIELD, AT ANTIOCH CHURCH, AND ON THE
 FX4343'PROPERTY OF G.R. SHORT.  IT IS 93 FEET SOUTHEAST OF THE SOUTHEAST
 FX4343'CORNER OF ANTIOCH CHURCH, 46 FEET SOUTHEAST OF A 12-INCH OAK TREE
 FX4343'WITH A TRIANGULAR BLAZE, 69 FEET SOUTH OF THE CENTER LINE OF AN
 FX4343'EAST-WEST DIRT ROAD, 16 FEET WEST OF AN OLD STUMP, AND 13 PACES
 FX4343'NORTH OF AN OUTHOUSE.  THERE ARE A NUMBER OF TREES TO THE WEST
 FX4343'OF THE STATION AND THERE ARE TWO OR THREE OLD GRAVES IN THE
 FX4343'CHURCH YARD SOUTH OF THE CHURCH.
 FX4343'
 FX4343'TO REACH THE STATION FROM LAWRENCEVILLE, GO OUT ON VA. ROUTE 401
 FX4343'(STATE HIGHWAY 34) NORTHWEST 7.0 MILES TO U.S. HIGHWAY 1.  HERE
 FX4343'TURN RIGHT AND GO 7.1 MILES NORTHEAST TO WARFIELD.  HERE TURN
 FX4343'RIGHT ON A DIRT ROAD AT A FILLING STATION WITH AN ELEVATED WATER
 FX4343'TANK AND GO 0.9 MILE TO THE STATION AT ANTIOCH CHURCH.
 FX4343'
 FX4343'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE NORTHEAST CORNER OF
 FX4343'THE CHURCH, AND 17 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 FX4343'DIRT ROAD MENTIONED ABOVE.
 FX4343'
 FX4343'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE CENTER LINE OF THE
 FX4343'SAME DIRT ROAD, AND ABOUT 100 YARDS EAST OF THE CHURCH.
 FX4343'
 FX4343'REFERNCE MARK NO. 3, THE AZIMUTH MARK, IS 4 PACES WEST OF THE
 FX4343'CENTER LINE OF A SIDE ROAD RUNNING APPROXIMATELY NORTHEAST AND
 FX4343'SOUTHWEST, ABOUT 100 METERS SOUTHEAST OF A WHITE FARMHOUSE, AND
 FX4343'ABOUT 60 YARDS EAST OF THE INTERSECTION OF THE SIDE ROAD AND
 FX4343'THE ROAD FROM WARFIELD TO ANTIOCH CHURCH.
 FX4343'
 FX4343'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FX4343'SET IN CONCRETE.
 FX4343'
 FX4343'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FX4343
 FX4343                          STATION RECOVERY (1957)
 FX4343
 FX4343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCD)
 FX4343'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 FX4343'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED.
 FX4343'
 FX4343'THE DESCRIPTIONS OF THE REFERENCE MARKS IS REVERSED.  THE
 FX4343'DIRECTIONS TO THE MARKS AND THE DISTANCES CHECK THE LISTING.  THE
 FX4343'DISTANCE TO REFERENCE MARK 1 (TILTED) IS 237.01 FT INSTEAD OF
 FX4343'237.63 FT.  THE ANGLE FROM REFERENCE MARK 2 TO REFERENCE MARK 1
 FX4343'CHECKS WITH THE 1933 OBSERVATIONS.
 FX4343
 FX4343                          STATION RECOVERY (1959)
 FX4343
 FX4343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX4343'THE STATION MARK, REFERENCE MARKS NO. 2 AND 3 WERE RECOVERED AS
 FX4343'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 FX4343'FOUND TO HAVE BEEN STRUCK BY HEAVY FARM MACHINERY AND WAS IN POOR
 FX4343'CONDITION, THEREFORE A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED
 FX4343'AND REFERENCE MARK NO. 1 WAS DESTROYED.  MR. G.R. SHORT OWNER OF
 FX4343'THE PROPERTY THE STATION IS ON, REQUESTED THE STATION MARK BE
 FX4343'MOVED AS IT IS IN A CULTIVATED FIELD.  THEREFORE THE SURFACE
 FX4343'MARK WAS PULLED OUT AND A NEW SURFACE MARK WAS SET AND IS
 FX4343'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 FX4343'SUB-SURFACE MARK WAS HELD AS THE POINT USED FOR THE NEW SURFACE
 FX4343'MARK.  DUE TO A CHANGE IN LAND MARKS AND ROAD NUMBERS A NEW
 FX4343'DESCRIPTION FOLLOWS.
 FX4343'
 FX4343'THE STATION IS LOCATED ABOUT 22 MILES EAST NORTHEAST OF SOUTH
 FX4343'HILL, 8 MILES SOUTH SOUTHWEST OF MCKENNEY AND AT THE ANTIOCH
 FX4343'METHODIST CHURCH.  IT IS 123 FEET EAST OF A METAL WITNESS POST,
 FX4343'109 FEET EAST OF THE NORTHEAST CORNER OF CHURCH, 46 FEET
 FX4343'NORTHEAST OF A 24 INCH OAK TREE, 80 FEET EAST NORTHEAST OF THE
 FX4343'SOUTHWEST CORNER OF CHURCH AND 71 FEET EAST NORTHEAST OF THE
 FX4343'CENTER LINE OF COUNTY ROUTE 631.  THE MARK IS ABOUT 14 INCHES
 FX4343'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 FX4343'ANTIOCH 1933 1959.
 FX4343'
 FX4343'REFERENCE MARK NO. 2 IS 4 FEET NORTH NORTHEAST OF A METAL WITNESS
 FX4343'POST, 20 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 631, 13
 FX4343'FEET WEST OF THE NORTHWEST CORNER OF CHURCH, 86 FEET NORTHEAST
 FX4343'OF THE CENTER LINE OF COUNTY ROUTE 630, 38 FEET NORTH NORTHEAST OF
 FX4343'THE SOUTHWEST CORNER OF CHURCH AND IS ABOUT THE SAME ELEVATION
 FX4343'AS THE STATION MARK.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 FX4343'DISK IS STAMPED ANTIOCH NO 2 1933.
 FX4343'
 FX4343'REFERENCE MARK NO. 4 IS 104 FEET SOUTH OF THE SOUTH CORNER OF
 FX4343'CHURCH, 25 FEET NORTHEAST OF THE CENTER LINE OF COUNTY ROUTE
 FX4343'630, 29 FEET WEST OF THE WEST CORNER OF A PUMP SHED, 13 FEET
 FX4343'SOUTH OF A HICKORY TREE AND IS ABOUT THE SAME ELEVATION AS THE
 FX4343'STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED
 FX4343'ANTIOCH NO 4 1933 1959.
 FX4343'
 FX4343'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 3 FEET EAST NORTHEAST OF A
 FX4343'FENCE LINE, 9 FEET WEST SOUTHWEST OF THE CENTER LINE OF A TRACK
 FX4343'ROAD, 8 FEET NORTH NORTHWEST OF A LARGE TRIANGULAR BLAZED OAK
 FX4343'TREE, 48 PACES NORTH NORTHWEST OF A LARGE TRIANGULAR BLAZED PINE
 FX4343'TREE AND 48 PACES NORTH NORTHWEST OF THE EAST END OF A FENCE
 FX4343'CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FX4343'STAMPED ANTIOCH NO 3 1933.
 FX4343'
 FX4343'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1
 FX4343'AND STATE HIGHWAY 40 IN MC KENNY, GO SOUTHWEST ON U.S. HIGHWAY 1
 FX4343'FOR 7.7 MILES TO THE INTERSECTION OF COUNTY ROUTE 630.  TURN
 FX4343'LEFT AND GO SOUTHEAST ON COUNTY ROUTE 630 FOR 0.55 MILE TO AZIMUTH
 FX4343'MARK ON LEFT ABOUT 60 PACES NORTH NORTHWEST OF COUNTY ROUTE 630.
 FX4343'CONTINUE SOUTHEAST ON COUNTY ROUTE 630 FOR 0.3 MILE TO THE
 FX4343'INTERSECTION OF COUNTY ROUTE 631 AND THE ANTIOCH METHODIST
 FX4343'CHURCH IN FORK AND STATION.
 FX4343'
 FX4343'OBSERVED FROM A 103 FT. TOWER.
 FX4343
 FX4343                          STATION RECOVERY (1965)
 FX4343
 FX4343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 FX4343'STATION WAS RECOVERED AS DESCRIBED BY J.C.C. IN 1959 AND ALL
 FX4343'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1959 DESCRIPTION
 FX4343'IS ADEQUATE.  THE DISK WAS RECLAIMED FROM REFERENCE MARK NO. 1
 FX4343'AT THIS TIME ALTHOUGH IT HAD BEEN PREVIOUSLY REPORTED AS
 FX4343'DESTROYED.
 FX4343
 FX4343                          STATION RECOVERY (1967)
 FX4343
 FX4343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 FX4343'STATION WAS RECOVERED AS DESCRIBED BY J.C. CHILDS IN 1959 AND ALL
 FX4343'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND
 FX4343'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 FX4343'CORRECT.  SINCE REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS IN THE
 FX4343'CONSTRUCTION LIMITS OF INTERSTATE HIGHWAY 85 A NEW AZIMUTH MARK
 FX4343'WAS ESTABLISHED.  REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS LEFT
 FX4343'IN PLACE BUT WILL BE DESTROYED BY THE CONSTRUCTION IN THE NEAR
 FX4343'FUTURE.  THE 1959 DESCRIPTION IS ADEQUATE.
 FX4343'
 FX4343'AZIMUTH MARK IS 151 FEET NORTHEAST OF REFERENCE MARK NO. 3
 FX4343'(AZ.MK.), 61 FEET SOUTHWEST OF UTILITY POLE, 44 FEET EAST OF THE
 FX4343'CENTERLINE OF DIRT ROAD, AND 1.0 FOOT SOUTHEAST OF STEEL WITNESS
 FX4343'POST.  THE MARK PROJECTS ABOUT 4 INCHES, IS ABOUT 10 INCHES IN
 FX4343'DIAMETER AND THE DISK IS STAMPED ANTIOCH 1967 BM RESET.
 FX4343'NOTE--WHEN INTERSTATE 85 IS COMPLETED THE MARK WILL BE ABOUT
 FX4343'MIDWAY BETWEEN THE LANES.
 FX4343'
 FX4343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MILES
 FX4343'NORTHEAST OF ALBERTA
 FX4343
 FX4343                          STATION RECOVERY (2001)
 FX4343
 FX4343'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX4343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0215 ***********************************************************************
 GW0215  DESIGNATION -  ANTIOCH RM 2
 GW0215  PID         -  GW0215
 GW0215  STATE/COUNTY-  VA/CHARLOTTE
 GW0215  USGS QUAD   -  KEYSVILLE (1987)
 GW0215
 GW0215                         *CURRENT SURVEY CONTROL
 GW0215  ___________________________________________________________________
 GW0215* NAD 83(1986)-  37 00 25.     (N)    078 29 10.     (W)     SCALED    
 GW0215* NAVD 88     -       197.476  (meters)     647.89   (feet)  ADJUSTED  
 GW0215  ___________________________________________________________________
 GW0215  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GW0215  DYNAMIC HT  -         197.331 (meters)     647.41  (feet)  COMP
 GW0215  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 GW0215
 GW0215  VERT ORDER  -  FIRST     CLASS II
 GW0215
 GW0215.The horizontal coordinates were scaled from a topographic map and have
 GW0215.an estimated accuracy of +/- 6 seconds.
 GW0215
 GW0215.The orthometric height was determined by differential leveling
 GW0215.and adjusted by the National Geodetic Survey in June 1991..
 GW0215.WARNING-Repeat measurements at this control monument indicate possible
 GW0215.vertical movement.
 GW0215
 GW0215.The geoid height was determined by GEOID03.
 GW0215
 GW0215.The dynamic height is computed by dividing the NAVD 88
 GW0215.geopotential number by the normal gravity value computed on the
 GW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0215.degrees latitude (g = 980.6199 gals.).
 GW0215
 GW0215.The modeled gravity was interpolated from observed gravity values.
 GW0215
 GW0215;                    North         East    Units  Estimated Accuracy
 GW0215;SPC VA S     - 1,074,750.    3,501,240.      MT  (+/- 180 meters Scaled)
 GW0215
 GW0215                          SUPERSEDED SURVEY CONTROL
 GW0215
 GW0215  NGVD 29 (03/05/92)  197.696  (m)          648.61   (f) ADJUSTED    1 2
 GW0215
 GW0215.Superseded values are not recommended for survey control.
 GW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0215.See file dsdata.txt to determine how the superseded data were derived.
 GW0215
 GW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA236985(NAD 83)
 GW0215_MARKER: DR = REFERENCE MARK DISK
 GW0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0215_STAMPING: ANTIOCH RM 2 1965
 GW0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0215+STABILITY: SURFACE MOTION
 GW0215
 GW0215  HISTORY     - Date     Condition        Report By
 GW0215  HISTORY     - 1965     MONUMENTED       CGS
 GW0215  HISTORY     - 1978     GOOD             NGS
 GW0215  HISTORY     - 20010317 GOOD             USPSQD
 GW0215
 GW0215                          STATION DESCRIPTION
 GW0215
 GW0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0215'2.3 MI SW FROM KEYSVILLE.
 GW0215'AT THE ANTIOCH STATION SITE-- 94.92 FEET SOUTHEAST OF THE STATION,
 GW0215'39.0 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A BLADED ROAD,
 GW0215'1.8 FEET SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 GW0215'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH ROAD.
 GW0215'NOTE-- FOR DESCR. SEE STATION ANTIOCH.
 GW0215
 GW0215                          STATION RECOVERY (1978)
 GW0215
 GW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GW0215'RECOVERED IN GOOD CONDITION.
 GW0215
 GW0215                          STATION RECOVERY (2001)
 GW0215
 GW0215'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 GW0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1476 ***********************************************************************
 FX1476  DESIGNATION -  ANTIOCH RM 2
 FX1476  PID         -  FX1476
 FX1476  STATE/COUNTY-  VA/BRUNSWICK
 FX1476  USGS QUAD   -  WARFIELD (1986)
 FX1476
 FX1476                         *CURRENT SURVEY CONTROL
 FX1476  ___________________________________________________________________
 FX1476* NAD 83(1986)-  36 53 32.     (N)    077 47 53.     (W)     SCALED    
 FX1476* NAVD 88     -       108.159  (meters)     354.85   (feet)  ADJUSTED  
 FX1476  ___________________________________________________________________
 FX1476  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 FX1476  DYNAMIC HT  -         108.078 (meters)     354.59  (feet)  COMP
 FX1476  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 FX1476
 FX1476  VERT ORDER  -  SECOND    CLASS 0
 FX1476
 FX1476.The horizontal coordinates were scaled from a topographic map and have
 FX1476.an estimated accuracy of +/- 6 seconds.
 FX1476
 FX1476.The orthometric height was determined by differential leveling
 FX1476.and adjusted by the National Geodetic Survey in June 1991..
 FX1476
 FX1476.The geoid height was determined by GEOID03.
 FX1476
 FX1476.The dynamic height is computed by dividing the NAVD 88
 FX1476.geopotential number by the normal gravity value computed on the
 FX1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1476.degrees latitude (g = 980.6199 gals.).
 FX1476
 FX1476.The modeled gravity was interpolated from observed gravity values.
 FX1476
 FX1476;                    North         East    Units  Estimated Accuracy
 FX1476;SPC VA S     - 1,062,260.    3,562,570.      MT  (+/- 180 meters Scaled)
 FX1476
 FX1476                          SUPERSEDED SURVEY CONTROL
 FX1476
 FX1476  NGVD 29 (??/??/92)  108.482  (m)          355.91   (f) ADJ UNCH    2 0
 FX1476
 FX1476.Superseded values are not recommended for survey control.
 FX1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1476.See file dsdata.txt to determine how the superseded data were derived.
 FX1476
 FX1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF506865(NAD 83)
 FX1476_MARKER: DR = REFERENCE MARK DISK
 FX1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1476_STAMPING: ANTIOCH NO 2 1933
 FX1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1476+STABILITY: SURFACE MOTION
 FX1476
 FX1476  HISTORY     - Date     Condition        Report By
 FX1476  HISTORY     - 1933     MONUMENTED       CGS
 FX1476  HISTORY     - 1960     GOOD             NGS
 FX1476  HISTORY     - 1967     GOOD             NGS
 FX1476  HISTORY     - 20010224 GOOD             USPSQD
 FX1476
 FX1476                          STATION DESCRIPTION
 FX1476
 FX1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1476'5.3 MI NE FROM ALBERTA.
 FX1476'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1476'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.9 MILE
 FX1476'SOUTHEAST ALONG ROAD 630, IN THE Y JUNCTION OF ROAD 630 LEADING
 FX1476'SOUTHEAST AND NORTHWEST AND ROAD 631 LEADING EAST, 17 1/2 FEET
 FX1476'SOUTH OF THE CENTER LINE OF ROAD 631, 90 FEET NORTH-NORTHEAST OF
 FX1476'THE CENTER LINE OF ROAD 630, 12 1/2 FEET WEST-NORTHWEST OF THE
 FX1476'NORTH CORNER OF STONE FOUNDATION OF ANTIOCH METHODIST CHURCH,
 FX1476'3 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 1/2 FOOT ABOVE
 FX1476'THE LEVEL OF THE ROAD (NO. 631), AND SET IN TOP OF A CONCRETE POST
 FX1476'PROJECTING 6 INCHES.
 FX1476
 FX1476                          STATION RECOVERY (1967)
 FX1476
 FX1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1476'RECOVERED IN GOOD CONDITION.
 FX1476
 FX1476                          STATION RECOVERY (2001)
 FX1476
 FX1476'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1475 ***********************************************************************
 FX1475  DESIGNATION -  ANTIOCH RM 3
 FX1475  PID         -  FX1475
 FX1475  STATE/COUNTY-  VA/BRUNSWICK
 FX1475  USGS QUAD   -  WARFIELD (1986)
 FX1475
 FX1475                         *CURRENT SURVEY CONTROL
 FX1475  ___________________________________________________________________
 FX1475* NAD 83(1986)-  36 53 44.     (N)    077 48 04.     (W)     SCALED    
 FX1475* NAVD 88     -       106.493  (meters)     349.39   (feet)  ADJUSTED  
 FX1475  ___________________________________________________________________
 FX1475  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FX1475  DYNAMIC HT  -         106.412 (meters)     349.12  (feet)  COMP
 FX1475  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 FX1475
 FX1475  VERT ORDER  -  SECOND    CLASS 0
 FX1475
 FX1475.The horizontal coordinates were scaled from a topographic map and have
 FX1475.an estimated accuracy of +/- 6 seconds.
 FX1475
 FX1475.The orthometric height was determined by differential leveling
 FX1475.and adjusted by the National Geodetic Survey in June 1991..
 FX1475
 FX1475.The geoid height was determined by GEOID03.
 FX1475
 FX1475.The dynamic height is computed by dividing the NAVD 88
 FX1475.geopotential number by the normal gravity value computed on the
 FX1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1475.degrees latitude (g = 980.6199 gals.).
 FX1475
 FX1475.The modeled gravity was interpolated from observed gravity values.
 FX1475
 FX1475;                    North         East    Units  Estimated Accuracy
 FX1475;SPC VA S     - 1,062,620.    3,562,290.      MT  (+/- 180 meters Scaled)
 FX1475
 FX1475                          SUPERSEDED SURVEY CONTROL
 FX1475
 FX1475  NGVD 29 (??/??/92)  106.815  (m)          350.44   (f) ADJ UNCH    2 0
 FX1475
 FX1475.Superseded values are not recommended for survey control.
 FX1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1475.See file dsdata.txt to determine how the superseded data were derived.
 FX1475
 FX1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF504869(NAD 83)
 FX1475_MARKER: DR = REFERENCE MARK DISK
 FX1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1475_STAMPING: ANTIOCH NO 3 1933
 FX1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1475+STABILITY: SURFACE MOTION
 FX1475
 FX1475  HISTORY     - Date     Condition        Report By
 FX1475  HISTORY     - 1933     MONUMENTED       CGS
 FX1475  HISTORY     - 1960     GOOD             NGS
 FX1475  HISTORY     - 1967     GOOD             NGS
 FX1475  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1475
 FX1475                          STATION DESCRIPTION
 FX1475
 FX1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1475'5.1 MI NE FROM ALBERTA.
 FX1475'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1475'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.65 MILE
 FX1475'SOUTHEAST ALONG ROAD 630, THENCE ABOUT 0.05 MILE (67 YARDS) NORTH
 FX1475'ALONG A TRAIL ROAD, 11 1/2 FEET WEST OF THE CENTER LINE OF ROAD,
 FX1475'3 FEET EAST OF A WIRE FENCE, 7 1/2 FEET NORTH OF A 24-INCH PIN
 FX1475'OAK TREE WITH TRIANGULATION BLAZE, 53 YARDS NORTH OF A 28-INCH
 FX1475'PINE TREE WITH TRIANGULATION BLAZE AT JUNCTION OF ROAD 630 AND
 FX1475'TRAIL ROAD LEADING NORTH, 1.4 FEET SOUTH OF A STEEL WITNESS POST,
 FX1475'ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN TOP OF A CONCRETE
 FX1475'POST PROJECTING 5 INCHES.
 FX1475
 FX1475                          STATION RECOVERY (1967)
 FX1475
 FX1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1475'RECOVERED IN GOOD CONDITION.
 FX1475
 FX1475                          STATION RECOVERY (2001)
 FX1475
 FX1475'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1477 ***********************************************************************
 FX1477  DESIGNATION -  ANTIOCH RM 4
 FX1477  PID         -  FX1477
 FX1477  STATE/COUNTY-  VA/BRUNSWICK
 FX1477  USGS QUAD   -  WARFIELD (1986)
 FX1477
 FX1477                         *CURRENT SURVEY CONTROL
 FX1477  ___________________________________________________________________
 FX1477* NAD 83(1986)-  36 53 32.     (N)    077 47 53.     (W)     SCALED    
 FX1477* NAVD 88     -       108.252  (meters)     355.16   (feet)  ADJUSTED  
 FX1477  ___________________________________________________________________
 FX1477  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 FX1477  DYNAMIC HT  -         108.170 (meters)     354.89  (feet)  COMP
 FX1477  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 FX1477
 FX1477  VERT ORDER  -  SECOND    CLASS 0
 FX1477
 FX1477.The horizontal coordinates were scaled from a topographic map and have
 FX1477.an estimated accuracy of +/- 6 seconds.
 FX1477
 FX1477.The orthometric height was determined by differential leveling
 FX1477.and adjusted by the National Geodetic Survey in June 1991..
 FX1477
 FX1477.The geoid height was determined by GEOID03.
 FX1477
 FX1477.The dynamic height is computed by dividing the NAVD 88
 FX1477.geopotential number by the normal gravity value computed on the
 FX1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1477.degrees latitude (g = 980.6199 gals.).
 FX1477
 FX1477.The modeled gravity was interpolated from observed gravity values.
 FX1477
 FX1477;                    North         East    Units  Estimated Accuracy
 FX1477;SPC VA S     - 1,062,260.    3,562,570.      MT  (+/- 180 meters Scaled)
 FX1477
 FX1477                          SUPERSEDED SURVEY CONTROL
 FX1477
 FX1477  NGVD 29 (??/??/92)  108.574  (m)          356.21   (f) ADJ UNCH    2 0
 FX1477
 FX1477.Superseded values are not recommended for survey control.
 FX1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1477.See file dsdata.txt to determine how the superseded data were derived.
 FX1477
 FX1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF506865(NAD 83)
 FX1477_MARKER: DR = REFERENCE MARK DISK
 FX1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1477_STAMPING: ANTIOCH NO 4 1933 1959
 FX1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1477+STABILITY: SURFACE MOTION
 FX1477
 FX1477  HISTORY     - Date     Condition        Report By
 FX1477  HISTORY     - 1959     MONUMENTED       CGS
 FX1477  HISTORY     - 1960     GOOD             NGS
 FX1477  HISTORY     - 1967     GOOD             NGS
 FX1477  HISTORY     - 20010224 POOR             USPSQD
 FX1477
 FX1477                          STATION DESCRIPTION
 FX1477
 FX1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1477'5.3 MI NE FROM ALBERTA.
 FX1477'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS
 FX1477'OVER THE VIRGINIAN RAILWAY AT ALBERTA, THENCE ABOUT 0.9 MILE
 FX1477'SOUTHEAST ALONG ROAD 630, IN THE SOUTH PART OF ANTIOCH METHODIST
 FX1477'CHURCH YARD, 24 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 FX1477'ROAD 630, 27 1/2 FEET NORTHWEST OF THE CENTER OF 30-INCH CONCRETE
 FX1477'PIPE WELL, 133 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF STONE
 FX1477'FOUNDATION OF MAIN PART OF CHURCH, 104 FEET SOUTH OF THE SOUTH
 FX1477'CORNER OF NEW SOUTHEAST WING OF CHURCH, ABOUT LEVEL WITH ROAD
 FX1477'630, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX1477
 FX1477                          STATION RECOVERY (1967)
 FX1477
 FX1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1477'RECOVERED IN GOOD CONDITION.
 FX1477
 FX1477                          STATION RECOVERY (2001)
 FX1477
 FX1477'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1477'MONUMENT RECOVERED IN PLACE, BUT THE DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3079 ***********************************************************************
 FX3079  DESIGNATION -  ANZIO
 FX3079  PID         -  FX3079
 FX3079  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3079  USGS QUAD   -  LITTLE CREEK (1989)
 FX3079
 FX3079                         *CURRENT SURVEY CONTROL
 FX3079  ___________________________________________________________________
 FX3079* NAD 83(1993)-  36 55 39.05328(N)    076 10 08.39656(W)     ADJUSTED  
 FX3079* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 FX3079  ___________________________________________________________________
 FX3079  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FX3079  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX3079
 FX3079  HORZ ORDER  -  THIRD
 FX3079
 FX3079.The horizontal coordinates were established by classical geodetic methods
 FX3079.and adjusted by the National Geodetic Survey in September 1995..
 FX3079
 FX3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3079
 FX3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3079
 FX3079.The geoid height was determined by GEOID03.
 FX3079
 FX3079;                    North         East     Units Scale Factor Converg.
 FX3079;SPC VA S     - 1,068,502.709 3,707,656.724   MT  0.99997470   +1 24 53.1
 FX3079;SPC VA S     - 3,505,579.30 12,164,203.77   sFT  0.99997470   +1 24 53.1
 FX3079;UTM  18      - 4,087,469.571   395,886.384   MT  0.99973354   -0 42 08.6
 FX3079
 FX3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3079!SPC VA S     -   1.00000526  x   0.99997470  =   0.99997996
 FX3079!UTM  18      -   1.00000526  x   0.99973354  =   0.99973880
 FX3079
 FX3079:                Primary Azimuth Mark                     Grid Az
 FX3079:SPC VA S     -  LITTLE CREEK NAB DESERT COV TK           136 02 17.9
 FX3079:UTM  18      -  LITTLE CREEK NAB DESERT COV TK           138 09 19.6
 FX3079
 FX3079|---------------------------------------------------------------------|
 FX3079| PID    Reference Object                     Distance      Geod. Az  |
 FX3079|                                                           dddmmss.s |
 FX3079| FX3039 LITTLE CREEK NAB DESERT COV TK      APPROX. 1.0 KM 1372711.0 |
 FX3079| DC8035 ANZIO RM 1                            2.193 METERS 14149     |
 FX3079| DC8036 ANZIO RM 2                           16.720 METERS 22309     |
 FX3079| FX3080 ANZIO TRAVERSE STA 3                195.607 METERS 26521     |
 FX3079| FX3026 JETTY                               APPROX. 1.0 KM 2964722.3 |
 FX3079|---------------------------------------------------------------------|
 FX3079
 FX3079                          SUPERSEDED SURVEY CONTROL
 FX3079
 FX3079  NAD 83(1986)-  36 55 39.05885(N)    076 10 08.43436(W) AD(       ) 3
 FX3079  NAD 27      -  36 55 38.52904(N)    076 10 09.66363(W) AD(       ) 3
 FX3079  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 FX3079
 FX3079.Superseded values are not recommended for survey control.
 FX3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3079.See file dsdata.txt to determine how the superseded data were derived.
 FX3079
 FX3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9588687470(NAD 83)
 FX3079_MARKER: DS = TRIANGULATION STATION DISK
 FX3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3079
 FX3079  HISTORY     - Date     Condition        Report By
 FX3079  HISTORY     - 1981     MONUMENTED       NGS
 FX3079
 FX3079                          STATION DESCRIPTION
 FX3079
 FX3079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FX3079'STATION IS LOCATED ON THE BEACH ON THE LITTLE CREEK AMPHIBIOUS BASE
 FX3079'ABOUT 3/4 MILE NORTH OF THE BASE OPERATIONS BUILDING, ABOUT 0.4 MILE
 FX3079'EAST OF THE LITTLE CREEK CHANNEL TO THE CHESAPEAKE BAY, 1-1/2 MILES
 FX3079'NORTH OF GATE 3 ALONG SOUTH SIDE OF BEACH DRIVE, A CONCRETE ROAD.
 FX3079'
 FX3079'TO REACH THE STATION FROM GATE 3, OF THE LITTLE CREEK AMPHIBIOUS BASE,
 FX3079'GO NORTH FOR 0.05 MILE TO AMPHIBIOUS DRIVE.  TURN RIGHT AND
 FX3079'GO EAST ON AMPHIBIOUS DRIVE FOR 1.0 MILE.  TURN LEFT AND GO
 FX3079'NORTH ON HELICOPTER DRIVE FOR 0.8 MILE TO 10TH STREET
 FX3079'AND AND LITTLE CREEK NAB DESERT COVE WATER TANK 1955 ON THE RIGHT,
 FX3079'CONTINUE NORTH FOR 0.1 MILE, THENCE WEST ON 11TH STREET FOR 0.55
 FX3079'MILE TO A RED BRICK STRUCTURE, BUILDING NUMBER 10 AND MAGAZINE ROAD ON
 FX3079'THE RIGHT.  TURN RIGHT AND GO NORTH ON MAGAZINE ROAD TO
 FX3079'BEACH DRIVE, A CONCRETE TEE ROAD, TURN RIGHT, GO EAST FOR MILE TO THE
 FX3079'STATION ON THE RIGHT.
 FX3079'
 FX3079'STATION MARKS ARE STANDARD DISKS STAMPED---ANZIO 1981---SET IN THE
 FX3079'TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12-INCHES IN DIAMETER AND
 FX3079'FLUSH WITH THE GROUND.  THEY ARE 2.0 FEET NORTHWEST OF A METAL WITNESS
 FX3079'POST, 16 FEET SOUTHWEST OF THE CENTER OF BEACH DRIVE, A CONCRETE ROAD,
 FX3079'19.6 FEET EAST-SOUTHEAST OF THE CENTER OF MAGAZINE ROAD, A CONCRETE
 FX3079'ROAD, 49 FEET NORTHEAST OF A SECURITY FENCE AND 23.8 FEET NORTHEAST OF
 FX3079'THE NORTH POST OF THREE WHICH SUPPORT A SIGN WITH THE NUMBER 2.  THE
 FX3079'SUB-SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 FX3079'THAT IS 3.5 FEET BELOW THE GROUND SURFACE.
 FX3079'
 FX3079'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ANZIO NO 1 1981---SET
 FX3079'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 10-INCHES IN
 FX3079'DIAMETER AND RECESSED 2 INCHES.  IT IS 1.9 FEET NORTHEAST OF THE
 FX3079'SECURITY FENCE, 28 FEET WEST-SOUTHWEST OF THE EXTENDED CENTER OF A
 FX3079'CONCRETE ROAD THAT IS INSIDE THE SECURITY FENCE, 63 FEET SOUTHWEST OF
 FX3079'THE CENTER OF BEACH DRIVE AND 48.5 FEET WEST OF A POWERLINE POLE WITH
 FX3079'A LIGHT.
 FX3079'
 FX3079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ANZIO NO 2 1981---SET
 FX3079'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 10-INCHES IN
 FX3079'DIAMETER AND RECESSED 1 INCH.  IT IS 1.7 FEET NORTHEAST OF THE
 FX3079'SECURITY FENCE, 35.1 FEET SOUTHWEST OF THE NORTH POST OF THREE
 FX3079'SUPPORTING THE SIGN, 62.9 FEET SOUTH WEST OF THE CENTER OF BEACH
 FX3079'DRIVE AND 134 FEET EAST-SOUTHEAST OF THE NORTHWEST FENCE CORNER POST
 FX3079'OF THE SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9867 ***********************************************************************
 HV9867  DESIGNATION -  ANZIO
 HV9867  PID         -  HV9867
 HV9867  STATE/COUNTY-  VA/FAIRFAX
 HV9867  USGS QUAD   -  FORT BELVOIR (1983)
 HV9867
 HV9867                         *CURRENT SURVEY CONTROL
 HV9867  ___________________________________________________________________
 HV9867* NAD 83(1986)-  38 40 39.     (N)    077 12 06.     (W)     SCALED    
 HV9867* NAVD 88     -        43.320  (meters)     142.13   (feet)  ADJUSTED  
 HV9867  ___________________________________________________________________
 HV9867  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HV9867  DYNAMIC HT  -          43.296 (meters)     142.05  (feet)  COMP
 HV9867  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 HV9867
 HV9867  VERT ORDER  -  THIRD
 HV9867
 HV9867.The horizontal coordinates were scaled from a topographic map and have
 HV9867.an estimated accuracy of +/- 6 seconds.
 HV9867
 HV9867.The orthometric height was determined by differential leveling
 HV9867.and adjusted by the National Geodetic Survey in September 2004..
 HV9867
 HV9867.The geoid height was determined by GEOID03.
 HV9867
 HV9867.The dynamic height is computed by dividing the NAVD 88
 HV9867.geopotential number by the normal gravity value computed on the
 HV9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9867.degrees latitude (g = 980.6199 gals.).
 HV9867
 HV9867.The modeled gravity was interpolated from observed gravity values.
 HV9867
 HV9867;                    North         East    Units  Estimated Accuracy
 HV9867;SPC VA N     - 2,113,000.    3,612,970.      MT  (+/- 180 meters Scaled)
 HV9867
 HV9867                          SUPERSEDED SURVEY CONTROL
 HV9867
 HV9867.No superseded survey control is available for this station.
 HV9867
 HV9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH084832(NAD 83)
 HV9867_MARKER: DD = SURVEY DISK
 HV9867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9867_SP_SET: CONCRETE POST
 HV9867_STAMPING: ANZIO 1988
 HV9867_MARK LOGO: VA-059
 HV9867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9867+STABILITY: SURFACE MOTION
 HV9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9867+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9867
 HV9867  HISTORY     - Date     Condition        Report By
 HV9867  HISTORY     - 1988     MONUMENTED       VA-059
 HV9867  HISTORY     - 19900115 GOOD             RDA
 HV9867
 HV9867                          STATION DESCRIPTION
 HV9867
 HV9867'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9867'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9867'1.0 MILES SOUTHWEST OF FORT BELVOIR.  TO REACH THE STATION FROM THE
 HV9867'INTERSECTION OF U.S. ROUTE 1 AND ROUTE 242 (GUNSTON ROAD), PROCEED
 HV9867'SOUTHEAST ON GUNSTON ROAD FOR 1.6 MILES TO THE MONUMENT ON THE LEFT,
 HV9867'IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND, 29.1 FEET
 HV9867'SOUTHWEST FROM A P.K. NAIL IN A TWELVE INCH PINE TREE, 35.4
 HV9867'FEET SOUTHEAST OF A P.K. NAIL IN AN EIGHT INCH PINE TREE, AND
 HV9867'3 FEET NORTHEAST OF THE EDGE OF PAVEMENT OF GUNSTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9271 ***********************************************************************
 HV9271  SACS        -  This is a Secondary Airport Control Station.
 HV9271  DESIGNATION -  AP 1961 STA A2 DCA
 HV9271  PID         -  HV9271
 HV9271  STATE/COUNTY-  VA/ARLINGTON
 HV9271  USGS QUAD   -  ALEXANDRIA (1994)
 HV9271
 HV9271                         *CURRENT SURVEY CONTROL
 HV9271  ___________________________________________________________________
 HV9271* NAD 83(1993)-  38 51 39.43699(N)    077 02 17.09955(W)     ADJUSTED  
 HV9271* NAVD 88     -         2.99   (meters)       9.8    (feet)  GPS OBS   
 HV9271  ___________________________________________________________________
 HV9271  X           -   1,115,461.559 (meters)                     COMP
 HV9271  Y           -  -4,846,288.885 (meters)                     COMP
 HV9271  Z           -   3,980,290.862 (meters)                     COMP
 HV9271  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 HV9271  ELLIP HEIGHT-         -29.27  (meters)          (07/11/02) GPS OBS
 HV9271  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV9271
 HV9271  HORZ ORDER  -  FIRST
 HV9271  ELLP ORDER  -  FIFTH     CLASS II
 HV9271
 HV9271.This mark is at Washington (NATIONAL) Airport (DCA)
 HV9271
 HV9271.The horizontal coordinates were established by GPS observations
 HV9271.and adjusted by the National Geodetic Survey in July 2002..
 HV9271
 HV9271.The orthometric height was determined by GPS observations and a
 HV9271.high-resolution geoid model.
 HV9271
 HV9271.GPS derived orthometric heights for airport stations designated as
 HV9271.PACS or SACS are published to 2 decimal places.  This maintains
 HV9271.centimeter relative accuracy between the PACS and SACS.  It does
 HV9271.not indicate centimeter accuracy relative to other marks which are
 HV9271.part of the NAVD 88 network.
 HV9271
 HV9271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9271
 HV9271.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9271
 HV9271.The ellipsoidal height was determined by GPS observations
 HV9271.and is referenced to NAD 83.
 HV9271
 HV9271.The geoid height was determined by GEOID03.
 HV9271
 HV9271;                    North         East     Units Scale Factor Converg.
 HV9271;SPC VA N     - 2,133,576.045 3,626,877.313   MT  0.99995739   +0 54 44.7
 HV9271;SPC VA N     - 6,999,907.41 11,899,179.98   sFT  0.99995739   +0 54 44.7
 HV9271;SPC MD       -   132,571.667   396,694.707   MT  0.99994988   -0 01 26.0
 HV9271;SPC MD       -   434,945.54  1,301,489.22   sFT  0.99994988   -0 01 26.0
 HV9271;UTM  18      - 4,303,320.569   323,165.895   MT  0.99998507   -1 16 44.7
 HV9271
 HV9271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9271!SPC VA N     -   1.00000459  x   0.99995739  =   0.99996198
 HV9271!SPC MD       -   1.00000459  x   0.99994988  =   0.99995447
 HV9271!UTM  18      -   1.00000459  x   0.99998507  =   0.99998966
 HV9271
 HV9271|---------------------------------------------------------------------|
 HV9271| PID    Reference Object                     Distance      Geod. Az  |
 HV9271|                                                           dddmmss.s |
 HV9271| HV1684 BOUNDARY WITNESS MK 10 DC VA         88.393 METERS 10930     |
 HV9271|---------------------------------------------------------------------|
 HV9271
 HV9271                          SUPERSEDED SURVEY CONTROL
 HV9271
 HV9271  ELLIP H (05/15/02)  -29.15   (m)                       GP(       ) 5 2
 HV9271  NAD 83(1993)-  38 51 39.43410(N)    077 02 17.10106(W) AD(       ) 1
 HV9271  ELLIP H (04/02/98)  -29.08   (m)                       GP(       ) 4 2
 HV9271  NAD 83(1993)-  38 51 39.43410(N)    077 02 17.10102(W) AD(       ) 1
 HV9271  ELLIP H (11/30/95)  -29.08   (m)                       GP(       ) 4 2
 HV9271  NAD 83(1993)-  38 51 39.43331(N)    077 02 17.10046(W) AD(       ) 2
 HV9271  ELLIP H (11/14/94)  -29.14   (m)                       GP(       ) 4 2
 HV9271  NAD 83(1993)-  38 51 39.43262(N)    077 02 17.10090(W) AD(       ) 2
 HV9271  NGVD 29 (02/05/93)    3.26   (m)           10.7    (f) LEVELING    3  
 HV9271
 HV9271.Superseded values are not recommended for survey control.
 HV9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9271.See file dsdata.txt to determine how the superseded data were derived.
 HV9271
 HV9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2316603321(NAD 83)
 HV9271_MARKER: DT = TOPOGRAPHIC STATION DISK
 HV9271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9271_SP_SET: CONCRETE POST
 HV9271_STAMPING: AP 1961 STA A2
 HV9271_MARK LOGO: NOS   
 HV9271_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9271+STABILITY: SURFACE MOTION
 HV9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9271+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1997
 HV9271
 HV9271  HISTORY     - Date     Condition        Report By
 HV9271  HISTORY     - 1961     MONUMENTED       NOS
 HV9271  HISTORY     - 19920710 GOOD
 HV9271  HISTORY     - 19940615 GOOD             NOS
 HV9271  HISTORY     - 19941027 GOOD             NGS
 HV9271  HISTORY     - 19970315 GOOD             NGS
 HV9271
 HV9271                          STATION DESCRIPTION
 HV9271
 HV9271'DESCRIBED BY NATIONAL OCEAN SERVICE 1961
 HV9271'STATION IS LOCATED SOUTH OF THE DISTRAIC OF COLUMBIA JUST EAST
 HV9271'OF THE CRYSTAL CITY SECTION OF ARLINGTON, VIRGINIA AT THE NORTH END
 HV9271'OF THE WASHINGTON NATIONAL AIRPORT JUST EAST OF THE APPROACH END OF
 HV9271'RUNWAY 18.
 HV9271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV9271'(JEFFERSON AVENUE) AND THE AIRPORT CONNECTOR, TAKE THE AIRPORT
 HV9271'CONNECTOR EAST-SOUTHEAST FOR 0.3 MI (0.48 KM) TO A TRAFFIC LIGHT AT
 HV9271'A 4-WAY INTERSECTION, TAKE TOE ROAD TO THE RIGHT AND GO SOUTH FOR
 HV9271'STATIO (0.24 KM) TO A T-INTERSECTION, TAKE A LEFT TURN AND GO NORTH-
 HV9271'EAST FOR 0.25 MI (0.40 KM) TO THE MAIN TERMINAL BUILDING WHERE THE
 HV9271'AIRPORT OPERATIONS OFFICE MAY BE FOUND AND PERMISSION MAY BE OBTAINED
 HV9271'TO ACCESS THE AIRCRAFT OPERATIONS AREA.
 HV9271'THE STATION MARK IS A COAST AND GEODETIC SURVEY BRONZE TOPO-
 HV9271'GRAPHIC STATION DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 HV9271'GROUND.  IT IS, 127.8 FT (38.95 M) SOUTHEAST OF THE EASTERLY ONE OF
 HV9271'SIX THRESHOLD LIGHTS, 109.0 FT (33.22 M) SOUTHEAST OF A 2 FT (0.61 M)
 HV9271'CUBIC METAL BOX, 101.2 FT (30.85 M) NORTHEAST OF RUNWAY LIGHT NUMBER
 HV9271'63 (THE FIRST LIGHT SOUTH OF THE NORTH END OF THE RUNWAY ON ITS EAST
 HV9271'SIDE), 96.2 FT (29.32 M) WEST OF A 6 FT (1.83 M) BY 28 FT (8.53 M)
 HV9271'WOODEN SIGNBOARD, 75 FT (22.86 M) EAST OF THE EAST EDGE OF THE
 HV9271'RUNWAY PAVEMENT AND 55 FT (16.76 M) EAST OF STATION AP 1959 STA A.
 HV9271
 HV9271                          STATION RECOVERY (1992)
 HV9271
 HV9271'RECOVERED 1992
 HV9271'RECOVERED IN GOOD CONDITION.
 HV9271
 HV9271                          STATION RECOVERY (1994)
 HV9271
 HV9271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 HV9271'THE STATION IS LOCATED JUST SOUTH OF THE DISTRICT OF COLUMBIA JUST
 HV9271'EAST OF THE CRYSTAL CITY SECTION OF ARLINGTON, VIRGINIA AT THE NORTH
 HV9271'END OF THE WASHINGTON NATIONAL AIRPORT JUST EAST OF THE APPROACH END
 HV9271'OF RUNWAY 18. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV9271'(JEFFERSON AVENUE) AND THE AIRPORT CONNECTOR, TAKE THE AIRPORT
 HV9271'CONNECTOR EAST-SOUTHEAST FOR 0.3 MI (0.48 KM) TO A TRAFFIC LIGHT AT A
 HV9271'4-WAY INTERSECTION, TAKE THE ROAD TO THE RIGHT AND GO SOUTH FOR 0.15
 HV9271'MI (0.24 KM) TO A T-INTERSECTION, TAKE A LEFT TURN AND GO NORTHEAST
 HV9271'FOR 0.25 MI (0.40 KM) TO THE MAIN TERMINAL BUILDING WHERE THE AIRPORT
 HV9271'OPERATIONS OFFICE MAY BE FOUND AND PERMISSION MAY BE OBTAINED TO
 HV9271'ACCESS THE AIRCRAFT OPERATIONS AREA. THE STATION MARK IS A COAST AND
 HV9271'GEODETIC SURVEY BRONZE TOPOGRAPHIC STATION DISK SET IN A CONCRETE
 HV9271'MONUMENT FLUSH WITH THE GROUND.  IT IS, 127.8 FT (38.95 M) SOUTHEAST
 HV9271'OF THE EASTERLY ONE OF SIX THRESHOLD LIGHTS, 109.0 FT (33.22 M)
 HV9271'SOUTHEAST OF A 2 FT (0.61 M) CUBIC METAL BOX, 101.2 FT (30.85 M)
 HV9271'NORTHEAST OF RUNWAY LIGHT NUMBER 63 (THE FIRST LIGHT SOUTH OF THE
 HV9271'NORTH END OF THE RUNWAY ON ITS EAST SIDE), 96.2 FT (29.32 M) WEST OF A
 HV9271'6 FT (1.83 M) BY 28 FT (8.53 M) WOODEN SIGNBOARD, 75 FT (22.86 M) EAST
 HV9271'OF THE EAST EDGE OF THE RUNWAY PAVEMENT AND 55 FT (16.76 M) EAST OF
 HV9271'STATION AP 1959 STA A.
 HV9271
 HV9271                          STATION RECOVERY (1994)
 HV9271
 HV9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HV9271'THE STATION IS LOCATED AT THE WASHINGTON NATIONAL AIRPORT, ON THE EAST
 HV9271'SIDE OF THE FIELD NEAR RUNWAY END 18.  WASHINGTON NATIONAL AIRPORT IS
 HV9271'A CONTROLLED AIRFIELD AND PERMISSION MUST BE GAINED BEFORE ENTERING
 HV9271'THE AIRFIELD.  FOR ACCESS CONTACT THE AIRPORT OPERATIONS OFFICER,
 HV9271'METROPOLITAN WASHINGTON AIRPORTS AUTHORITY, WASHINGTON NATIONAL
 HV9271'AIRPORT, WASHINGTON, DC 20001-4901.  PHONE, 703-419-8050.
 HV9271' 
 HV9271'TO REACH THE STATION FROM THE TOWER AT THE MAIN TERMINAL, PROCEED
 HV9271'NORTH ALONG THE ENTRANCE ROAD PAST THE METRO STATION AND THE INTERIM
 HV9271'TERMINAL FOR 0.8 MI (1.3 KM) TO GATE V ON THE NORTH SIDE OF THE
 HV9271'INTERIM TERMINAL, NEXT TO SHORT TERM PARKING LOT B.  PROCEED THRU GATE
 HV9271'V ONTO THE RAMP AND THE RAMP VEHICLE ROAD.  THENCE, PROCEED 0.2 MI
 HV9271'(0.3 KM) NORTH AND EAST ALONG THE RAMP VEHICLE ROAD TO RUNWAY END 15
 HV9271'AND THE FIELD PERIMETER ROAD (LEVY ROAD) ACROSS RUNWAY END 15. PROCEED
 HV9271'EAST ALONG THE FIELD PERIMETER ROAD FOR 0.40 MI (0.64 KM) CROSSING
 HV9271'RUNWAY END 18 TO THE STATION ON THE RIGHT.
 HV9271' 
 HV9271'LOCATED 109.0 FT (33.2 M) SOUTHEAST OF A REIL BOX, 101.2 FT (30.8 M)
 HV9271'NORTHEAST OF THE FIRST LIGHT (SHOWS WHITE) SOUTH OF THE RUNWAY END,
 HV9271'98.5 FT (30.0 M) WEST OF THE NORTH END OF A NOISE ABATEMENT SIGN, 92.5
 HV9271'FT (28.2 M) SOUTH OF A STOP SIGN AND 75.0 FT (22.9 M) EAST OF THE EAST
 HV9271'EDGE OF RUNWAY 18.
 HV9271
 HV9271                          STATION RECOVERY (1997)
 HV9271
 HV9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HV9271'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 HV9271'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9272 ***********************************************************************
 HV9272  DESIGNATION -  AP 1972 STA B3 DCA
 HV9272  PID         -  HV9272
 HV9272  STATE/COUNTY-  VA/ARLINGTON
 HV9272  USGS QUAD   -  ALEXANDRIA (1994)
 HV9272
 HV9272                         *CURRENT SURVEY CONTROL
 HV9272  ___________________________________________________________________
 HV9272* NAD 83(1993)-  38 50 33.77973(N)    077 02 10.49444(W)     ADJUSTED  
 HV9272* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 HV9272  ___________________________________________________________________
 HV9272  X           -   1,115,901.639 (meters)                     COMP
 HV9272  Y           -  -4,847,490.730 (meters)                     COMP
 HV9272  Z           -   3,978,714.001 (meters)                     COMP
 HV9272  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV9272  ELLIP HEIGHT-         -29.46  (meters)          (07/11/02) GPS OBS
 HV9272  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV9272
 HV9272  HORZ ORDER  -  SECOND
 HV9272  ELLP ORDER  -  FOURTH    CLASS II
 HV9272
 HV9272.The horizontal coordinates were established by GPS observations
 HV9272.and adjusted by the National Geodetic Survey in July 2002..
 HV9272
 HV9272.The orthometric height was determined by GPS observations and a
 HV9272.high-resolution geoid model.
 HV9272
 HV9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9272
 HV9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9272
 HV9272.The ellipsoidal height was determined by GPS observations
 HV9272.and is referenced to NAD 83.
 HV9272
 HV9272.The geoid height was determined by GEOID03.
 HV9272
 HV9272;                    North         East     Units Scale Factor Converg.
 HV9272;SPC VA N     - 2,131,554.265 3,627,068.814   MT  0.99995609   +0 54 48.8
 HV9272;SPC VA N     - 6,993,274.28 11,899,808.27   sFT  0.99995609   +0 54 48.8
 HV9272;SPC MD       -   130,547.040   396,853.144   MT  0.99995001   -0 01 21.9
 HV9272;SPC MD       -   428,303.08  1,302,009.02   sFT  0.99995001   -0 01 21.9
 HV9272;UTM  18      - 4,301,292.888   323,279.956   MT  0.99998458   -1 16 38.8
 HV9272
 HV9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9272!SPC VA N     -   1.00000462  x   0.99995609  =   0.99996071
 HV9272!SPC MD       -   1.00000462  x   0.99995001  =   0.99995463
 HV9272!UTM  18      -   1.00000462  x   0.99998458  =   0.99998920
 HV9272
 HV9272                          SUPERSEDED SURVEY CONTROL
 HV9272
 HV9272  NAD 83(1993)-  38 50 33.77859(N)    077 02 10.49413(W) AD(       ) 2
 HV9272  ELLIP H (11/14/94)  -29.44   (m)                       GP(       ) 4 2
 HV9272  NAD 83(1993)-  38 50 33.77787(N)    077 02 10.49454(W) AD(       ) 2
 HV9272  NGVD 29 (02/05/93)    2.96   (m)            9.7    (f) LEVELING    3  
 HV9272
 HV9272.Superseded values are not recommended for survey control.
 HV9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9272.See file dsdata.txt to determine how the superseded data were derived.
 HV9272
 HV9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2328001293(NAD 83)
 HV9272_MARKER: DT = TOPOGRAPHIC STATION DISK
 HV9272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9272_SP_SET: CONCRETE POST
 HV9272_STAMPING: AP 1972 STA B3 DCA
 HV9272_MARK LOGO: NOS   
 HV9272_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9272+STABILITY: SURFACE MOTION
 HV9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9272+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 HV9272
 HV9272  HISTORY     - Date     Condition        Report By
 HV9272  HISTORY     - 1972     MONUMENTED       NGS
 HV9272  HISTORY     - 19920615 GOOD             NGS
 HV9272  HISTORY     - 19920711 GOOD
 HV9272  HISTORY     - 19940615 GOOD             NOS
 HV9272  HISTORY     - 19970204 GOOD             NGS
 HV9272
 HV9272                          STATION DESCRIPTION
 HV9272
 HV9272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV9272'THE STATION IS LOCATED SOUTH OF THE DISTRICT OF COLUMBIA JUST EAST OF
 HV9272'CRYSTAL CITY SECTION OF ARLINGTON, VIRGINIA ON THE SOUTH END OF THE
 HV9272'WASHINGTON NATIONAL AIRPORT JUST EAST OF THE APPROACH END OF RUNWAY 36
 HV9272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV9272'(JEFFERSON AVENUE) AND THE AIRPORT CONNECTOR, TAKE THE AIRPORT
 HV9272'CONNECTOR EAST-SOUTHEAST FOR 0.3 MI (0.48 KM) TO A TRAFFIC LIGHT
 HV9272'AT A 4-WAY INTERSECTION, TAKE THE ROAD TO THE RIGHT AND GO SOUTH FOR
 HV9272'0.15 MI (0.24 KM) TO A T-INTERSECTION, TAKE A LEFT TURN AND GO
 HV9272'NORTHEAST FOR 0.25 MI (0.40 KM) TO THE MAIN TERMINAL BUILDING WHERE
 HV9272'THE AIRPORT OPERATIONS OFFICE MAY BE FOUND AND PERMISSION MAY BE
 HV9272'OBTAINED TO ACCESS THE AIRCRAFT OPERATIONS AREA.
 HV9272'THE STATION MARK IS A BRONZE TOPOGRAPHIC STATION DISK SET INTO THE
 HV9272'TOP OF A 9 IN SQUARE CONCRETE POST ABOUT 1 IN BELOW GROUND LEVEL.
 HV9272'IT IS 138.7 FT (42.28 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH
 HV9272'OF THE SOUTH END ON THE EAST SIDE OF RUNWAY 36, 117.0 FT (35.66 M)
 HV9272'NORTHEAST OF THE MOST EASTERLY LIGHT OF THE ILS APPROACH LIGHT
 HV9272'THRESHOLD BAR, 75.0 FT (22.86 M) EAST OF THE EAST EDGE OF THE
 HV9272'RUNWAY PAVEMENT AND 55.0 FT (16.76 M) EAST OF STATION AP 1959 STA B.
 HV9272
 HV9272                          STATION RECOVERY (1992)
 HV9272
 HV9272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV9272'LOCATED AT THE APPROACH END OF RUNWAY 36, 117.0 FT (35.7 M) NE OF THE
 HV9272'MOST EASTERLY LIGHT OF THE ILS APPROACH LIGHT THRESHOLD BAR, 138.7 FT
 HV9272'(42.3 M) SE OF THE FIRST RUNWAY LIGHT NORTH OF THE END AND ON THE EAST
 HV9272'SIDE OF THE RUNWAY, 55.0 FT (16.8 M) EAST OF AP 1959 STA B AND 75.0
 HV9272'FEET (22.9 M) EAST OF EAST EDGE OF THE RUNWAY PAVING. A STANDARD
 HV9272'TOPOGRAPHIC TOPOGRAPHIC DISK STAMPED AP 1972 STA B3 DCA SET IN THE TOP
 HV9272'OF A NINE INCH SQUARE CONCRETE POST ONE-INCH BELOW THE GROUND.
 HV9272
 HV9272                          STATION RECOVERY (1992)
 HV9272
 HV9272'RECOVERED 1992
 HV9272'RECOVERED IN GOOD CONDITION.
 HV9272
 HV9272                          STATION RECOVERY (1994)
 HV9272
 HV9272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994
 HV9272'THE STATION IS LOCATED SOUTH OF THE DISTRICT OF COLUMBIA JUST EAST OF
 HV9272'THE CRYSTAL CITY SECTION OF ARLINGTON, VIRGINIA ON THE SOUTH END OF
 HV9272'THE WASHINGTON NATIONAL AIRPORT JUST EAST OF THE APPROACH END OF
 HV9272'RUNWAY 36. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV9272'(JEFFERSON AVENUE) AND THE AIRPORT CONNECTOR, TAKE THE AIRPORT
 HV9272'CONNECTOR EAST-SOUTHEAST FOR 0.3 MI (0.48 KM) TO A TRAFFIC LIGHT AT A
 HV9272'4-WAY INTERSECTION, TAKE THE ROAD TO THE RIGHT AND GO SOUTH FOR 0.15
 HV9272'MI (0.24 KM) TO A T-INTERSECTION, TAKE A LEFT TURN AND GO NORTHEAST
 HV9272'FOR 0.25 MI (0.40 KM) TO THE MAIN TERMINAL BUILDING WHERE THE AIRPORT
 HV9272'OPERATIONS OFFICE MAY BE FOUND AND PERMISSION MAY BE OBTAINED TO
 HV9272'ACCESS THE AIRCRAFT OPERATIONS AREA. THE STATION MARK IS A BRONZE
 HV9272'TOPOGRAPHIC STATION DISK SET INTO THE TOP OF A 9 INCH SQUARE CONCRETE
 HV9272'POST ABOUT 1 INCH BELOW GROUND LEVEL. IT IS 138.7 FT (42.28 M)
 HV9272'SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE SOUTH END ON THE EAST
 HV9272'SIDE OF RUNWAY 36, 117.0 FT (35.66 M) NORTHEAST OF THE MOST EASTERLY
 HV9272'LIGHT OF THE ILS APPROACH LIGHT THRESHOLD BAR, 75.0 FT (22.86 M) EAST
 HV9272'OF THE EAST EDGE OF THE RUNWAY PAVEMENT AND 55.0 FT (16.76 M) EAST OF
 HV9272'STATION AP 1959 STA B.
 HV9272
 HV9272                          STATION RECOVERY (1997)
 HV9272
 HV9272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HV9272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9192 ***********************************************************************
 AA9192  SACS        -  This is a Secondary Airport Control Station.
 AA9192  DESIGNATION -  AP STA A2 SHD
 AA9192  PID         -  AA9192
 AA9192  STATE/COUNTY-  VA/AUGUSTA
 AA9192  USGS QUAD   -  MOUNT SIDNEY (1987)
 AA9192
 AA9192                         *CURRENT SURVEY CONTROL
 AA9192  ___________________________________________________________________
 AA9192* NAD 83(1993)-  38 16 12.22380(N)    078 53 22.41000(W)     ADJUSTED  
 AA9192* NAVD 88     -       364.73   (meters)    1196.6    (feet)  GPS OBS   
 AA9192  ___________________________________________________________________
 AA9192  X           -     966,236.312 (meters)                     COMP
 AA9192  Y           -  -4,920,201.213 (meters)                     COMP
 AA9192  Z           -   3,929,228.123 (meters)                     COMP
 AA9192  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA9192  ELLIP HEIGHT-         332.31  (meters)          (05/15/02) GPS OBS
 AA9192  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 AA9192
 AA9192  HORZ ORDER  -  FIRST
 AA9192  ELLP ORDER  -  FIFTH     CLASS II
 AA9192
 AA9192.This mark is at Shenandoah Valley Regional Airport (SHD)
 AA9192
 AA9192.The horizontal coordinates were established by GPS observations
 AA9192.and adjusted by the National Geodetic Survey in June 1999..
 AA9192
 AA9192.The orthometric height was determined by GPS observations and a
 AA9192.high-resolution geoid model.
 AA9192
 AA9192.GPS derived orthometric heights for airport stations designated as
 AA9192.PACS or SACS are published to 2 decimal places.  This maintains
 AA9192.centimeter relative accuracy between the PACS and SACS.  It does
 AA9192.not indicate centimeter accuracy relative to other marks which are
 AA9192.part of the NAVD 88 network.
 AA9192
 AA9192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9192
 AA9192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9192
 AA9192.The ellipsoidal height was determined by GPS observations
 AA9192.and is referenced to NAD 83.
 AA9192
 AA9192.The geoid height was determined by GEOID03.
 AA9192
 AA9192;                    North         East     Units Scale Factor Converg.
 AA9192;SPC VA N     - 2,067,047.857 3,465,911.230   MT  0.99996666   -0 14 35.3
 AA9192;SPC VA N     - 6,781,639.51 11,371,077.09   sFT  0.99996666   -0 14 35.3
 AA9192;UTM  17      - 4,237,886.152   684,619.390   MT  1.00001978   +1 18 27.0
 AA9192
 AA9192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9192!SPC VA N     -   0.99994786  x   0.99996666  =   0.99991452
 AA9192!UTM  17      -   0.99994786  x   1.00001978  =   0.99996764
 AA9192
 AA9192                          SUPERSEDED SURVEY CONTROL
 AA9192
 AA9192  ELLIP H (06/15/99)  332.37   (m)                       GP(       ) 4 1
 AA9192  NAD 83(1993)-  38 16 12.22374(N)    078 53 22.40993(W) AD(       ) 1
 AA9192  ELLIP H (04/02/98)  332.36   (m)                       GP(       ) 4 2
 AA9192  NAD 83(1993)-  38 16 12.22375(N)    078 53 22.40991(W) AD(       ) 1
 AA9192  ELLIP H (11/30/95)  332.36   (m)                       GP(       ) 4 2
 AA9192
 AA9192.Superseded values are not recommended for survey control.
 AA9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9192.See file dsdata.txt to determine how the superseded data were derived.
 AA9192
 AA9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8461937886(NAD 83)
 AA9192_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9192_STAMPING: AP 1969 STA A2 SHD
 AA9192_MARK LOGO: NOS   
 AA9192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9192+STABILITY: SURFACE MOTION
 AA9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9192+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 AA9192
 AA9192  HISTORY     - Date     Condition        Report By
 AA9192  HISTORY     - 1969     MONUMENTED       NOS
 AA9192  HISTORY     - 19810415 GOOD             NGS
 AA9192  HISTORY     - 19941010 GOOD             NGS
 AA9192  HISTORY     - 19970213 GOOD             NGS
 AA9192
 AA9192                          STATION DESCRIPTION
 AA9192
 AA9192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 AA9192'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF THE RUNWAY AT
 AA9192'THE 23 END, 150.0 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF THE
 AA9192'RUNWAY, 71.8 FT (21.9 M) SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN
 AA9192'THE NORTHEAST CORNER OF THE RUNWAY, 68.4 FT (20.8 M) SOUTH-SOUTHEAST
 AA9192'OF THE SOUTHEASTRLY ONE OF FOUR THRESHOLD LIGHTS, 31.3 FT (9.5 M)
 AA9192'SOUTH OF THE CENTER OF THE SOUTHEAST REIL, AND 11.2 FT (3.4 M) SOUTH
 AA9192'OF THE CENTER OF A 1 1/2 BY 2 FOOT (0.6 M) ROCK.  THE MARK IS A
 AA9192'STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED AP 1969 STA A 2 SHD,
 AA9192'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 AA9192'THE GROUND.
 AA9192
 AA9192                          STATION RECOVERY (1994)
 AA9192
 AA9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9192'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF STAUNTON, 5
 AA9192'MI (8.0 KM) WEST OF GROTTOES, 1 MI (1.6 KM) EAST OF I-81, AND AT THE
 AA9192'SHENANDOAH VALLEY REGIONAL AIRPORT IN THE NORTHEAST SECTION OF THE
 AA9192'AIRFIELD NEAR RUNWAY END 23.  ACCESS MUST BE GAINED THROUGH THE
 AA9192'ADMINISTRATION OFFICE.  OWNERSHIP--SHENANDOAH VALLEY AIRPORT
 AA9192'COMISSION, P.O.  BOX 125, WEYERS CAVE, VA 24486.  MR.  GREG CAMBELL,
 AA9192'AIRPORT MANAGER.  PHONE (703) 234-8304.
 AA9192' 
 AA9192'TO REACH THE STATION FROM THE INTERSECTION OF I-81 AND S.R.  256 (EXIT
 AA9192'235, WEYERS CAVE ROAD) , GO EAST ON S.R.  256 FOR 2.7 MI (4.3 KM) TO
 AA9192'THE JUNCTION WITH S.R.  771 (AIRPORT ROAD) ON THE RIGHT. TURN RIGHT
 AA9192'HEADING SOUTH ALONG AIRPORT ROAD FOR 0.9 MI (1.4 KM) TO THE AIRPORT
 AA9192'ENTRANCE ON THE LEFT.  FROM THE GATE ON THE SOUTHWEST SIDE OF THE
 AA9192'GENERAL AVIATION TERMINAL, PROCEED SOUTHEAST ACCROSS THE RAMP 0.05 MI
 AA9192'(0.08 KM) TO TAXIWAY A, TURN LEFT HEADING NORTHEAST ALONG TAXIWAY A
 AA9192'FOR 0.7 MI (1.1 KM) TO THE END.  TURN RIGHT AND GO 0.1 MI (0.2 KM) AND
 AA9192'ACCROSS RUNWAY END 23 TO THE STATION JUST SOUTHEAST OF THE RUNWAY
 AA9192'END.
 AA9192' 
 AA9192'IT IS 150.0 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY,
 AA9192'71.8 FT (21.9 M) SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN THE
 AA9192'NORTHEAST CORNER OF THE RUNWAY, 68.4 FT (20.8 M) SOUTH-SOUTHEAST OF
 AA9192'THE SOUTHWESTERLY ONE OF FOUR THRESHOLD LIGHTS, AND 31.3 FT (9.5 M)
 AA9192'SOUTH OF THE CENTER OF THE SOUTHEAST REIL.
 AA9192
 AA9192                          STATION RECOVERY (1997)
 AA9192
 AA9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AA9192'RECOVERED AS DESCRIBED-THIS STATION HAS BEEN SELECTED AS THE SECONDARY
 AA9192'AIRPORT CONTROL STATION (SACS) FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5366 ***********************************************************************
 FX5366  SACS        -  This is a Secondary Airport Control Station.
 FX5366  DESIGNATION -  AP STA A3 ORF
 FX5366  PID         -  FX5366
 FX5366  STATE/COUNTY-  VA/C OF NORFOLK
 FX5366  USGS QUAD   -  LITTLE CREEK (1989)
 FX5366
 FX5366                         *CURRENT SURVEY CONTROL
 FX5366  ___________________________________________________________________
 FX5366* NAD 83(1993)-  36 53 59.95933(N)    076 11 38.44019(W)     ADJUSTED  
 FX5366* NAVD 88     -         6.41   (meters)      21.0    (feet)  GPS OBS   
 FX5366  ___________________________________________________________________
 FX5366  X           -   1,218,622.925 (meters)                     COMP
 FX5366  Y           -  -4,959,106.104 (meters)                     COMP
 FX5366  Z           -   3,808,504.889 (meters)                     COMP
 FX5366  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FX5366  ELLIP HEIGHT-         -30.73  (meters)          (05/15/02) GPS OBS
 FX5366  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX5366
 FX5366  HORZ ORDER  -  FIRST
 FX5366  ELLP ORDER  -  FIFTH     CLASS II
 FX5366
 FX5366.This mark is at Norfolk Intl Airport (ORF)
 FX5366
 FX5366.The horizontal coordinates were established by GPS observations
 FX5366.and adjusted by the National Geodetic Survey in April 1998..
 FX5366
 FX5366.The orthometric height was determined by GPS observations and a
 FX5366.high-resolution geoid model.
 FX5366
 FX5366.GPS derived orthometric heights for airport stations designated as
 FX5366.PACS or SACS are published to 2 decimal places.  This maintains
 FX5366.centimeter relative accuracy between the PACS and SACS.  It does
 FX5366.not indicate centimeter accuracy relative to other marks which are
 FX5366.part of the NAVD 88 network.
 FX5366
 FX5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5366
 FX5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5366
 FX5366.The ellipsoidal height was determined by GPS observations
 FX5366.and is referenced to NAD 83.
 FX5366
 FX5366.The geoid height was determined by GEOID03.
 FX5366
 FX5366;                    North         East     Units Scale Factor Converg.
 FX5366;SPC VA S     - 1,065,394.232 3,705,503.579   MT  0.99997848   +1 23 58.4
 FX5366;SPC VA S     - 3,495,380.91 12,157,139.66   sFT  0.99997848   +1 23 58.4
 FX5366;UTM  18      - 4,084,443.473   393,620.434   MT  0.99973941   -0 43 01.1
 FX5366
 FX5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5366!SPC VA S     -   1.00000482  x   0.99997848  =   0.99998330
 FX5366!UTM  18      -   1.00000482  x   0.99973941  =   0.99974423
 FX5366
 FX5366                          SUPERSEDED SURVEY CONTROL
 FX5366
 FX5366  ELLIP H (04/02/98)  -30.74   (m)                       GP(       ) 4 2
 FX5366  NAD 83(1993)-  36 53 59.95926(N)    076 11 38.44012(W) AD(       ) 1
 FX5366  ELLIP H (11/30/95)  -30.73   (m)                       GP(       ) 4 2
 FX5366  NAD 83(1993)-  36 53 59.96068(N)    076 11 38.43831(W) AD(       ) 3
 FX5366  ELLIP H (09/08/95)  -30.36   (m)                       GP(       ) 4 2
 FX5366  NAD 83(1986)-  36 53 59.96753(N)    076 11 38.47600(W) AD(       ) 3
 FX5366  NGVD 29 (07/21/93)    6.61   (m)           21.7    (f) LEVELING    3  
 FX5366
 FX5366.Superseded values are not recommended for survey control.
 FX5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5366.See file dsdata.txt to determine how the superseded data were derived.
 FX5366
 FX5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9362084443(NAD 83)
 FX5366_MARKER: DT = TOPOGRAPHIC STATION DISK
 FX5366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5366_SP_SET: CONCRETE POST
 FX5366_STAMPING: AP 1966 STA A3
 FX5366_MARK LOGO: CGS   
 FX5366_PROJECTION: FLUSH
 FX5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5366+STABILITY: SURFACE MOTION
 FX5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5366+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 FX5366
 FX5366  HISTORY     - Date     Condition        Report By
 FX5366  HISTORY     - 1966     MONUMENTED       CGS
 FX5366  HISTORY     - 19940818 GOOD             NOS
 FX5366  HISTORY     - 19950715 GOOD             NGS
 FX5366  HISTORY     - 19961003 GOOD             NGS
 FX5366
 FX5366                          STATION DESCRIPTION
 FX5366
 FX5366'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX5366'THE STATION IS LOCATED IN THE NORTH PART OF NORFOLK INTERNATION
 FX5366'AIRPORT NEAR THE INTERSECTION OF RUNWAY 5-23 AND TAXIWAY F.  IT IS
 FX5366'APPROXIMATELY 2380 FT (725.43 M) SOUTH OF THE CENTERLINE END OF RUNWAY
 FX5366'23.
 FX5366'STATION IS 150 FT (45.72 M) SE OF THE CENTERLINE OF RUNWAY 5-23,
 FX5366'130.2 FT (39.69 M) SW OF A 1.0 FT (0.30 M) HIGH METAL VENT PIPE, 75.7
 FX5366'FT (23.07 M) EAST OF THE CENTER OF A METAL DRAIN GRATING AND 65.5 FT
 FX5366'(19.96 M) SE OF RUNWAY LIGHT NO.45 (THE FIRST LIGHT NORTHEAST OF
 FX5366'TAXIWAY F).
 FX5366
 FX5366                          STATION RECOVERY (1994)
 FX5366
 FX5366'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 FX5366'RECOVERED AS DESCRIBED.
 FX5366
 FX5366                          STATION RECOVERY (1995)
 FX5366
 FX5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 FX5366'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR THE
 FX5366'INTERSECTION OF RUNWAY 5-23 AND TAXIWAY F.  IT IS APPROXIMATELY 2380
 FX5366'FT (725.4 M) SOUTH OF CENTERLINE END RUNWAY 23, 150.0 FT (45.7 M)
 FX5366'SOUTHEAST OF THE CENTERLINE OF RUNWAY 5-23, 121.5 FT (37.0 M) NE OF
 FX5366'THE NE CORNER OF THE CONCRETE BASE OF SIGN BASE F, 75.7 FT (23.1 M)
 FX5366'EAST OF THE CENTER OF A METAL DRAIN GRATING AND 65.5 FT (20.0 M) SE OF
 FX5366'THE FIRST RUNWAY LIGHT NE OF THE INTERSECTION OF TAXIWAY F.  IT IS A
 FX5366'STANDARD TOPO DISK STAMPED AP 1966 STA A 3 SET IN THE TOP OF A
 FX5366'CONCRETE POST 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 FX5366
 FX5366                          STATION RECOVERY (1996)
 FX5366
 FX5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 FX5366'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF THE JUNCTION OF
 FX5366'INTERSTATE HIGHWAYS 64, 264 AND US HIGHWAY 44 ON THE EAST SIDE OF
 FX5366'NORFOLK, AT THE NORFOLK INTERNATIONAL AIRPORT, NORTHEAST OF THE
 FX5366'JUNCTION OF A NORTH-SOUTH TAXIWAY (F) AND RUNWAY 5-23 AND
 FX5366'APPROXIMATELY 2380 FT (725.4 M) SOUTHWEST OF THE APPROACH END OF
 FX5366'RUNWAY 23.  TO REACH THE STATION FROM THE GATE ON THE SOUTHWEST SIDE
 FX5366'OF THE INTERNATIONAL TERMINAL BUILDING (OLDER TERMINAL BUILDING) , GO
 FX5366'EAST-SOUTHEAST ACROSS THE APRON FOR 0.2 MI (0.3 KM) TO A TAXIWAY
 FX5366'INTERSECTION (C AND B) , BEAR LEFT AND GO NORTHEASTERLY ON THE
 FX5366'PARALLEL TAXIWAY (C) FOR 0.5 MI (0.8 KM) TO A TAXIWAY RIGHT, TURN
 FX5366'RIGHT AND GO SOUTHWESTERLY ON THE CONNECTOR TAXIWAY (E) FOR 0.1 MI
 FX5366'(0.2 KM) CROSSING RUNWAY 5-23 TO A NORTH-SOUTH TAXIWAY (F) AND THE
 FX5366'STATION ON THE LEFT.  THE STATION IS FLUSH WITH THE GROUND, 150 FT
 FX5366'(45.7 M) SOUTHEAST OF THE RUNWAY CENTER, 75.7 FT (23.1 M) EAST OF THE
 FX5366'CENTER OF A METAL DRAIN GRATE AND 65.5 FT (20.0 M) SOUTHEAST OF RUNWAY
 FX5366'LIGHT NO.  45 (THE FIRST LIGHT NORTHEAST OF THE NORTH-SOUTH TAXIWAY
 FX5366'(F) .  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9299 ***********************************************************************
 AA9299  DESIGNATION -  AP STA A3 ROA
 AA9299  PID         -  AA9299
 AA9299  STATE/COUNTY-  VA/ROANOKE
 AA9299  USGS QUAD   -  ROANOKE (1984)
 AA9299
 AA9299                         *CURRENT SURVEY CONTROL
 AA9299  ___________________________________________________________________
 AA9299* NAD 83(1993)-  37 19 42.98274(N)    079 58 54.34540(W)     ADJUSTED  
 AA9299* NAVD 88     -       354.0    (meters)    1161.     (feet)  GPS OBS   
 AA9299  ___________________________________________________________________
 AA9299  X           -     883,415.094 (meters)                     COMP
 AA9299  Y           -  -5,000,787.430 (meters)                     COMP
 AA9299  Z           -   3,846,650.519 (meters)                     COMP
 AA9299  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AA9299  ELLIP HEIGHT-         321.65  (meters)          (07/01/02) GPS OBS
 AA9299  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AA9299
 AA9299  HORZ ORDER  -  FIRST
 AA9299  ELLP ORDER  -  FOURTH    CLASS II
 AA9299
 AA9299.This mark is at Roanoke Regional/woodrum Field Airport (ROA)
 AA9299
 AA9299.The horizontal coordinates were established by GPS observations
 AA9299.and adjusted by the National Geodetic Survey in April 1999..
 AA9299
 AA9299.The orthometric height was determined by GPS observations and a
 AA9299.high-resolution geoid model.
 AA9299
 AA9299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9299
 AA9299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9299
 AA9299.The ellipsoidal height was determined by GPS observations
 AA9299.and is referenced to NAD 83.
 AA9299
 AA9299.The geoid height was determined by GEOID03.
 AA9299
 AA9299;                    North         East     Units Scale Factor Converg.
 AA9299;SPC VA S     - 1,111,480.621 3,368,688.122   MT  0.99994563   -0 53 57.5
 AA9299;SPC VA S     - 3,646,582.67 11,052,104.28   sFT  0.99994563   -0 53 57.5
 AA9299;UTM  17      - 4,131,812.843   590,208.658   MT  0.99970024   +0 37 02.9
 AA9299
 AA9299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9299!SPC VA S     -   0.99994953  x   0.99994563  =   0.99989516
 AA9299!UTM  17      -   0.99994953  x   0.99970024  =   0.99964978
 AA9299
 AA9299|---------------------------------------------------------------------|
 AA9299| PID    Reference Object                     Distance      Geod. Az  |
 AA9299|                                                           dddmmss.s |
 AA9299| AA9207 ROA A                               342.026 METERS 14609     |
 AA9299|---------------------------------------------------------------------|
 AA9299
 AA9299                          SUPERSEDED SURVEY CONTROL
 AA9299
 AA9299  ELLIP H (04/19/99)  321.67   (m)                       GP(       ) 4 2
 AA9299  NAD 83(1993)-  37 19 42.98267(N)    079 58 54.34532(W) AD(       ) 1
 AA9299  ELLIP H (04/02/98)  319.66   (m)                       GP(       ) 4 2
 AA9299  NAD 83(1993)-  37 19 42.98270(N)    079 58 54.34507(W) AD(       ) 1
 AA9299  ELLIP H (11/30/95)  319.69   (m)                       GP(       ) 4 2
 AA9299
 AA9299.Superseded values are not recommended for survey control.
 AA9299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9299.See file dsdata.txt to determine how the superseded data were derived.
 AA9299
 AA9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9020931813(NAD 83)
 AA9299_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9299_STAMPING: AP 1973 STA A3 ROA
 AA9299_MARK LOGO: NOS   
 AA9299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9299+STABILITY: SURFACE MOTION
 AA9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9299+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AA9299
 AA9299  HISTORY     - Date     Condition        Report By
 AA9299  HISTORY     - 1973     MONUMENTED       NOS
 AA9299  HISTORY     - 19890615 GOOD             NGS
 AA9299  HISTORY     - 19940923 GOOD             NGS
 AA9299  HISTORY     - 19970205 GOOD             NGS
 AA9299
 AA9299                          STATION DESCRIPTION
 AA9299
 AA9299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AA9299'AP 1973 STA A 3 ROA IS LOCATED AT ROANOKE MUNI AIRPORT, NEAR THE
 AA9299'APPROACH END OF RUNWAY 15.  STATION IS A STANDARD TOPOGRAPHIC DISK,
 AA9299'STAMPED AP 1973 STA A 3 ROA, SET IN THE TOP OF A CONCRETE MONUMENT,
 AA9299'THE TOP OF WHICH IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 AA9299'STATION IS, 224.4 FT (68.4 M) SW OF CENTERLINE END 15.  177.6 FT (54.1
 AA9299'M) NW OF FIRST RUNWAY LIGHT SE OF RUNWAY 15.  142.2 FT (43.3 M) SW OF
 AA9299'MOST WESTERLY THRESHOLD LIGHT.
 AA9299
 AA9299                          STATION RECOVERY (1994)
 AA9299
 AA9299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9299'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH-NORTHWEST OF
 AA9299'DOWNTOWN ROANOKE, AT THE ROANOKE REGIONAL AIRPORT, NEAR THE APPROACH
 AA9299'END OF RUNWAY 15.  OWNERSHIP--ROANOKE REGIONAL AIRPORT COMMISSION.
 AA9299'5202 AVIATION DRIVE, NW, ROANOKE VA 24012.  JOHN M.  KATON, DIRECTOR
 AA9299'OF OPERATIONS AND MAINTENANCE.  PHONE 703-362-1999.
 AA9299' 
 AA9299'TO REACH THE TERMINAL FROM THE JUNCTION OF INTERSTATE 581 AND VA 101
 AA9299'IN NORTH ROANOKE, GO NORTHEAST ON VA 101 FOR 0.5 MI (0.8 KM) TO
 AA9299'AVIATION DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH 0.35 MI (0.56 KM)
 AA9299'TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WESTERLY 0.35 MI
 AA9299'(0.56 KM) TO THE TERMINAL.
 AA9299' 
 AA9299'LOCATED 141.5 FT (43.1 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 AA9299'SOUTHEAST OF RUNWAY END, 100.0 FT (30.5 M) SOUTHWEST OF THE WEST
 AA9299'CORNER OF RUNWAY END 15, 93.7 FT (28.6 M) SOUTHWEST OF MOST WESTERLY
 AA9299'THRESHOLD LIGHT.
 AA9299
 AA9299                          STATION RECOVERY (1997)
 AA9299
 AA9299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AA9299'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  EXECUTIVE DIRECTOR
 AA9299'OF ROANOKE REGIONAL-WOODRUM FIELD IS JACQILIN SHUCK, 5202 AVIATION
 AA9299'DRIVE, ROANOKE VIRGINIA, 24012.  PRIMARY CONTACT FOR WORKING ON THE
 AA9299'AIRPORT IS MR.  JOHN M.  KATON, DIRECTOR OF OPERATIONS AND MAINTENCE,
 AA9299'(540) 362-1999, FAX- (540) 563-4838.  ESCORT IS REQUIRED AT ALL TIMES,
 AA9299'UNLESS SITA TRAINING ACCOMPLISHED.  TO REACH THE STATION FROM THE GATE
 AA9299'LOCATED 220 FEET (67.1 M) SOUTHWEST OF THE NEW TERMINAL, DRIVE
 AA9299'NORTHWEST FOR 0.9 MILE (1.4 KM) ON TAXIWAY A TO THE END OF RUNWAY 15.
 AA9299'TURN SOUTHWEST AND CONTINUE FOR 400 FEET, (121.9 M) CROSSING THE
 AA9299'APPROACH END OF RWY 15, TO THE STATION.  THIS STATION HAS BEEN
 AA9299'SELECTED AS THE SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 AA9299'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1156 ***********************************************************************
 GW1156  DESIGNATION -  AP STA B
 GW1156  PID         -  GW1156
 GW1156  STATE/COUNTY-  VA/CAMPBELL
 GW1156  USGS QUAD   -  CITY FARM (1985)
 GW1156
 GW1156                         *CURRENT SURVEY CONTROL
 GW1156  ___________________________________________________________________
 GW1156* NAD 83(1986)-  37 20 05.     (N)    079 12 05.     (W)     SCALED    
 GW1156* NAVD 88     -       285.640  (meters)     937.14   (feet)  POSTED    
 GW1156  ___________________________________________________________________
 GW1156  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW1156  DYNAMIC HT  -         285.420 (meters)     936.42  (feet)  COMP
 GW1156  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 GW1156
 GW1156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1156
 GW1156.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW1156
 GW1156.The horizontal coordinates were scaled from a topographic map and have
 GW1156.an estimated accuracy of +/- 6 seconds.
 GW1156
 GW1156.The orthometric height was determined by differential leveling
 GW1156.and adjusted by the National Geodetic Survey in 1992..
 GW1156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1156.rate of 0.0 thru 1.0 mm/km.
 GW1156
 GW1156.The geoid height was determined by GEOID03.
 GW1156
 GW1156.The dynamic height is computed by dividing the NAVD 88
 GW1156.geopotential number by the normal gravity value computed on the
 GW1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1156.degrees latitude (g = 980.6199 gals.).
 GW1156
 GW1156.The modeled gravity was interpolated from observed gravity values.
 GW1156
 GW1156;                    North         East    Units  Estimated Accuracy
 GW1156;SPC VA S     - 1,111,360.    3,437,850.      MT  (+/- 180 meters Scaled)
 GW1156
 GW1156                          SUPERSEDED SURVEY CONTROL
 GW1156
 GW1156  NGVD 29 (??/??/92)  285.889  (m)          937.95   (f) ADJ UNCH    2 0
 GW1156
 GW1156.Superseded values are not recommended for survey control.
 GW1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1156.See file dsdata.txt to determine how the superseded data were derived.
 GW1156
 GW1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB593335(NAD 83)
 GW1156_MARKER: DT = TOPOGRAPHIC STATION DISK
 GW1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1156_STAMPING: AP 1963 STA B
 GW1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1156+STABILITY: SURFACE MOTION
 GW1156
 GW1156  HISTORY     - Date     Condition        Report By
 GW1156  HISTORY     - 1963     MONUMENTED       CGS
 GW1156  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GW1156
 GW1156                          STATION DESCRIPTION
 GW1156
 GW1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GW1156'AT PRESTON GLENN AIRP.
 GW1156'AT PRESTON GLENN AIRPORT, AT NORTHEAST END OF INSTRUMENT RUNWAY
 GW1156'(3-21), 125.5 FT. SOUTH OF RUNWAY CENTERLINE, 50.5 FT. SOUTH OF
 GW1156'RUNWAY EDGE.  A TOPO DISK SET IN CONCRETE FLUSH WITH GROUND.
 GW1156
 GW1156                          STATION RECOVERY (1991)
 GW1156
 GW1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (CFT)
 GW1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9289 ***********************************************************************
 AA9289  SACS        -  This is a Secondary Airport Control Station.
 AA9289  DESIGNATION -  AP STA B HSP
 AA9289  PID         -  AA9289
 AA9289  STATE/COUNTY-  VA/BATH
 AA9289  USGS QUAD   -  HEALING SPRINGS (1983)
 AA9289
 AA9289                         *CURRENT SURVEY CONTROL
 AA9289  ___________________________________________________________________
 AA9289* NAD 83(1993)-  37 56 50.88571(N)    079 50 28.34998(W)     ADJUSTED  
 AA9289* NAVD 88     -      1154.77   (meters)    3788.6    (feet)  GPS OBS   
 AA9289  ___________________________________________________________________
 AA9289  X           -     888,392.973 (meters)                     COMP
 AA9289  Y           -  -4,957,937.688 (meters)                     COMP
 AA9289  Z           -   3,901,538.193 (meters)                     COMP
 AA9289  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AA9289  ELLIP HEIGHT-        1123.06  (meters)          (05/15/02) GPS OBS
 AA9289  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 AA9289
 AA9289  HORZ ORDER  -  FIRST
 AA9289  ELLP ORDER  -  FIFTH     CLASS II
 AA9289
 AA9289.This mark is at Ingalls Field Airport (HSP)
 AA9289
 AA9289.The horizontal coordinates were established by GPS observations
 AA9289.and adjusted by the National Geodetic Survey in April 1998..
 AA9289
 AA9289.The orthometric height was determined by GPS observations and a
 AA9289.high-resolution geoid model.
 AA9289
 AA9289.GPS derived orthometric heights for airport stations designated as
 AA9289.PACS or SACS are published to 2 decimal places.  This maintains
 AA9289.centimeter relative accuracy between the PACS and SACS.  It does
 AA9289.not indicate centimeter accuracy relative to other marks which are
 AA9289.part of the NAVD 88 network.
 AA9289
 AA9289.Photographs are available for this station.
 AA9289
 AA9289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9289
 AA9289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9289
 AA9289.The ellipsoidal height was determined by GPS observations
 AA9289.and is referenced to NAD 83.
 AA9289
 AA9289.The geoid height was determined by GEOID03.
 AA9289
 AA9289;                    North         East     Units Scale Factor Converg.
 AA9289;SPC VA N     - 2,032,029.611 3,382,116.666   MT  1.00001626   -0 50 13.5
 AA9289;SPC VA N     - 6,666,750.48 11,096,161.10   sFT  1.00001626   -0 50 13.5
 AA9289;UTM  17      - 4,200,619.711   601,813.053   MT  0.99972767   +0 42 45.5
 AA9289
 AA9289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9289!SPC VA N     -   0.99982381  x   1.00001626  =   0.99984006
 AA9289!UTM  17      -   0.99982381  x   0.99972767  =   0.99955152
 AA9289
 AA9289                          SUPERSEDED SURVEY CONTROL
 AA9289
 AA9289  ELLIP H (04/02/98) 1123.09   (m)                       GP(       ) 4 2
 AA9289  NAD 83(1993)-  37 56 50.88573(N)    079 50 28.34975(W) AD(       ) 1
 AA9289  ELLIP H (11/30/95) 1123.16   (m)                       GP(       ) 4 2
 AA9289
 AA9289.Superseded values are not recommended for survey control.
 AA9289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9289.See file dsdata.txt to determine how the superseded data were derived.
 AA9289
 AA9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0181300620(NAD 83)
 AA9289_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9289_STAMPING: AP 1969 STA B HSP
 AA9289_MARK LOGO: CGS   
 AA9289_PROJECTION: FLUSH
 AA9289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9289+STABILITY: SURFACE MOTION
 AA9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9289+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1999
 AA9289
 AA9289  HISTORY     - Date     Condition        Report By
 AA9289  HISTORY     - 1969     MONUMENTED       CGS
 AA9289  HISTORY     - 19940815 GOOD             NGS
 AA9289  HISTORY     - 19940924 GOOD             NGS
 AA9289  HISTORY     - 19960919 GOOD             NGS
 AA9289  HISTORY     - 19991117 GOOD             NGS
 AA9289
 AA9289                          STATION DESCRIPTION
 AA9289
 AA9289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9289'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT SOUTH OF RUNWAY
 AA9289'END 6.  IT IS 149.8 FT (45.7 M) SOUTH OF THE CENTERLINE OF RUNWAY
 AA9289'6-24, 159.9 FT (48.7 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT EAST OF
 AA9289'THE END, AND 109.5 FT (33.4 M) SOUTHEAST OF THE FIRST LIGHT.  IT IS A
 AA9289'CGS TOPO DISK STAMPED AP 1969 STA B HSP AND SET IN THE TOP OF A
 AA9289'CONCRETE POST FLUSH WITH THE GROUND.
 AA9289
 AA9289                          STATION RECOVERY (1994)
 AA9289
 AA9289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9289'THIS STATION IS LOCATED APPROXIMATELY 19 MI (30.6 KM) NORTHEAST FROM
 AA9289'COVINGTON, 3.0 MI (4.8 KM) SOUTH OF HOT SPRINGS, AT THE HOT
 AA9289'SPRINGS/INGALLS FIELD AIRPORT, NEAR THE APPROACH END OF RUNWAY 06.
 AA9289' 
 AA9289'TO REACH THIS STATION FROM THE AIRPORT TERMINAL, ENTER THE GATE
 AA9289'LOCATED AT THE NORTHEAST CORNER OF THE TERMINAL BUILDING AND PROCEED
 AA9289'STREIGHT (SOUTHEAST) FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST EDGE OF THE
 AA9289'PARKING RAMP, TURN RIGHT (SOUTHWEST) AND CONTINUE STREIGHT ONTO THE
 AA9289'TAXIWAY FOR 0.65 MI (1.05 KM) TO THE END OF THE PARALLEL TAXIWAY. TURN
 AA9289'LEFT (SOUTH-SOUTHEAST) CROSSING THE END OF RUNWAY 06 AND CONTINUE FOR
 AA9289'0.1 MI (0.2 KM) TO THE STATION.
 AA9289' 
 AA9289'THE STATION IS LOCATED 284.75 FT (86.79 M) NORTHEAST OF THE CENTERLINE
 AA9289'OF END OF RUNWAY 06, 265.0 FT (80.8 M) NORTHEAST FROM A STROBE LIGHT,
 AA9289'164.0 FT (50.0 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT, 107.0 FT (32.6
 AA9289'M) NORTHEAST OF THE FIRST RUNWAY LIGHT.  149.8 FT (45.7 M) SOUTHEAST
 AA9289'OF THE CENTERLINE OF RUNWAY 06, 124.2 FT (37.9 M) SOUTHEAST OF THE
 AA9289'SOUTHEAST EDGE OF THE RUNWAY.
 AA9289' 
 AA9289'NOTE-THE B IN THE STAMPED NAME IS REVERSED.
 AA9289' 
 AA9289'FOR ACCESS TO THE AIRPORT, CONTACT MR.  MICHAEL MASELLIS, AIRPORT
 AA9289'MANAGER.  ADDRESS - P.O.  BOX 2000, HOT SPRINGS VA., 24445.  PHONE -
 AA9289'(703) 839-5326.
 AA9289' 
 AA9289'DESCRIBED BY KRN.
 AA9289
 AA9289                          STATION RECOVERY (1996)
 AA9289
 AA9289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 AA9289'RECOVERED AS DESCRIBED.  STATION IS A SECONDARY AIRPORT CONTROL
 AA9289'STATION.
 AA9289
 AA9289                          STATION RECOVERY (1999)
 AA9289
 AA9289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AA9289'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) SOUTH OF HOT SPRINGS,
 AA9289'ALONG THE EAST EDGE AND NEAR THE SOUTH END OF THE RUNWAY AT INGALLS
 AA9289'FIELD.  OWNERSHIP--BATH COUNTY AIRPORT AUTHORITY, AIRPORT MANAGER
 AA9289'CHUCK SYLVESTER, RT 2 BOX 225AA, HOT SPRINGS, VA 24445.  THE PHONE
 AA9289'NUMBER IS (540) 839 5326.  TO REACH THE STATION FROM THE INTERSECTION
 AA9289'OF US HIGHWAY 220 AND STATE HIGHWAY 606, ABOUT 8 MILES (12.9 KM) SOUTH
 AA9289'OF HOT SPRINGS, GO EAST ON THE STATE HIGHWAY FOR 2.6 MI (4.2 KM) TO
 AA9289'STATE HIGHWAY 703 ON THE LEFT AT THE SUMMIT OF THE MOUNTAIN, TURN LEFT
 AA9289'AND GO NORTH FOR 6.4 MI (10.3 KM) ON THE STATE HIGHWAY TO THE AIRPORT
 AA9289'TERMINAL BUILDING, PROCEED NORTHERLY PASSING BETWEEN THE TERMINAL
 AA9289'BUILDING AND A HANGAR FOR 50 M (164.0 FT) TO AN APRON, TURN RIGHT AND
 AA9289'GO SOUTHEAST FOR 0.15 MI (0.24 KM) ACROSS THE APRON AND ALONG TAXIWAY
 AA9289'C TO THE RUNWAY, TURN RIGHT AND GO SOUTHWEST FOR 0.55 MI (0.89 KM) ON
 AA9289'THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY
 AA9289'END.  THE STATION IS LOCATED 281.6 FT (85.8 M) NORTHEAST OF THE
 AA9289'CENTERLINE END OF RUNWAY END 7, 98.0 FT (29.9 M) SOUTHEAST OF THE EAST
 AA9289'EDGE OF THE RUNWAY, FT SOUTHEAST OF THE EAST EDGE OF THE RUNWAY, 53.7
 AA9289'FT (16.4 M) NORTHWEST OF THE CENTER OF A DITCH, AND THE MONUMENT IS
 AA9289'FLUSH WITH THE GROUND SURFACE. NOTE--THIS STATION IS DESIGNATED A
 AA9289'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6176 ***********************************************************************
 GV6176  SACS        -  This is a Secondary Airport Control Station.
 GV6176  DESIGNATION -  AP STA C2 RIC
 GV6176  PID         -  GV6176
 GV6176  STATE/COUNTY-  VA/HENRICO
 GV6176  USGS QUAD   -  SEVEN PINES (1994)
 GV6176
 GV6176                         *CURRENT SURVEY CONTROL
 GV6176  ___________________________________________________________________
 GV6176* NAD 83(1993)-  37 31 01.63159(N)    077 19 23.69854(W)     ADJUSTED  
 GV6176* NAVD 88     -        50.12   (meters)     164.4    (feet)  GPS OBS   
 GV6176  ___________________________________________________________________
 GV6176  X           -   1,111,573.251 (meters)                     COMP
 GV6176  Y           -  -4,941,788.736 (meters)                     COMP
 GV6176  Z           -   3,863,081.635 (meters)                     COMP
 GV6176  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GV6176  ELLIP HEIGHT-          16.86  (meters)          (06/26/02) GPS OBS
 GV6176  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV6176
 GV6176  HORZ ORDER  -  FIRST
 GV6176  ELLP ORDER  -  FIFTH     CLASS II
 GV6176
 GV6176.This mark is at Richmond Intl Airport (RIC)
 GV6176
 GV6176.The horizontal coordinates were established by GPS observations
 GV6176.and adjusted by the National Geodetic Survey in October 1998..
 GV6176
 GV6176.The orthometric height was determined by GPS observations and a
 GV6176.high-resolution geoid model.
 GV6176
 GV6176.GPS derived orthometric heights for airport stations designated as
 GV6176.PACS or SACS are published to 2 decimal places.  This maintains
 GV6176.centimeter relative accuracy between the PACS and SACS.  It does
 GV6176.not indicate centimeter accuracy relative to other marks which are
 GV6176.part of the NAVD 88 network.
 GV6176
 GV6176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6176
 GV6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6176
 GV6176.The ellipsoidal height was determined by GPS observations
 GV6176.and is referenced to NAD 83.
 GV6176
 GV6176.The geoid height was determined by GEOID03.
 GV6176
 GV6176;                    North         East     Units Scale Factor Converg.
 GV6176;SPC VA S     - 1,132,019.563 3,604,022.896   MT  0.99994880   +0 42 51.1
 GV6176;SPC VA S     - 3,713,967.52 11,824,198.45   sFT  0.99994880   +0 42 51.1
 GV6176;UTM  18      - 4,154,776.535   294,680.020   MT  1.00011929   -1 24 55.3
 GV6176
 GV6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6176!SPC VA S     -   0.99999735  x   0.99994880  =   0.99994615
 GV6176!UTM  18      -   0.99999735  x   1.00011929  =   1.00011664
 GV6176
 GV6176                          SUPERSEDED SURVEY CONTROL
 GV6176
 GV6176  ELLIP H (05/15/02)   16.89   (m)                       GP(       ) 5 2
 GV6176  ELLIP H (10/16/98)   16.88   (m)                       GP(       ) 4 2
 GV6176  NAD 83(1993)-  37 31 01.63240(N)    077 19 23.69812(W) AD(       ) 1
 GV6176  ELLIP H (04/02/98)   16.95   (m)                       GP(       ) 4 2
 GV6176  NAD 83(1993)-  37 31 01.63252(N)    077 19 23.69802(W) AD(       ) 1
 GV6176  ELLIP H (11/30/95)   16.95   (m)                       GP(       ) 4 2
 GV6176  ELLIP H (09/08/95)   16.98   (m)                       GP(       ) 4 2
 GV6176  NAD 83(1993)-  37 31 01.63125(N)    077 19 23.69639(W) AD(       ) 2
 GV6176  ELLIP H (11/14/94)   17.01   (m)                       GP(       ) 4 2
 GV6176  NAD 83(1993)-  37 31 01.63738(N)    077 19 23.71357(W) AD(       ) 2
 GV6176  NAD 27      -  37 31 01.11075(N)    077 19 24.79023(W) AD(       ) 2
 GV6176  NGVD 29 (06/26/92)   50.4    (m)          165.     (f) GPS OBS        
 GV6176
 GV6176.Superseded values are not recommended for survey control.
 GV6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6176.See file dsdata.txt to determine how the superseded data were derived.
 GV6176
 GV6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9468054777(NAD 83)
 GV6176_MARKER: DT = TOPOGRAPHIC STATION DISK
 GV6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6176_SP_SET: CONCRETE POST
 GV6176_STAMPING: AP 1972 STA C2 RIC
 GV6176_MARK LOGO: NOS   
 GV6176_PROJECTION: FLUSH
 GV6176_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GV6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV6176+STABILITY: SURFACE MOTION
 GV6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6176+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1994
 GV6176
 GV6176  HISTORY     - Date     Condition        Report By
 GV6176  HISTORY     - 1972     MONUMENTED       NGS
 GV6176  HISTORY     - 19890615 GOOD             NGS
 GV6176  HISTORY     - 19941013 GOOD             NGS
 GV6176  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV6176  HISTORY     - 19970312 GOOD             NGS
 GV6176  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV6176
 GV6176                          STATION DESCRIPTION
 GV6176
 GV6176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV6176'THE STATION IS LOCATED AT THE NORTH END OF THE RICHMOND INTERNATIONAL
 GV6176'AIRPORT (RICHARD EVELYN BYRD FIELD) JUST NORTHEAST OFF THE END OF
 GV6176'RUNWAY 16.
 GV6176'TO REACH THE STATION, PROCEED TO THE RICHMOND INTERNATIONAL AIRPORT
 GV6176'MAIN TERMINAL BUILDING AND CONTACT THE AIRPORT MANAGER.  ALL AIRFIELD
 GV6176'ACCESS IS CONTROLLED AT THIS SITE.
 GV6176'THE STATION MARK IS LOCATED 200.1 FT NORTHEAST OF THE CENTERLINE END
 GV6176'OF RUNWAY 16, 100.1 FT NORTH OF THE CORNER OF A CONCRETE TAXIWAY, 99.3
 GV6176'FT NORTHEAST OF THE NORTHEAST EDGE OF STOPWAY PAVING, 93.6 FT
 GV6176'NORTHEAST OF THE NORTHEAST THRESHOLD LIGHT, 33.4 FT NORTHWEST OF THE
 GV6176'NORTHWEST CORNER OF A TRI-SECTION PAD, AND 39.9 FT SOUTHWEST OF THE
 GV6176'CENTER OF A GRAVEL ROAD.  THE STATION MARK IS A STANDARD BRONZE
 GV6176'TOPOGRAPHIC STATION DISK SET INTO THE TOP OF A 25 CM DIAMETER CONCRETE
 GV6176'MONUMENT FLUSH WITH THE GROUND.  DESCRIBED BY R A HARRELL.
 GV6176
 GV6176                          STATION RECOVERY (1989)
 GV6176
 GV6176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GV6176'THE STATION IS LOCATED AT THE NORTH END OF RICHMOND INTL (BYRD FIELD)
 GV6176'AIRPORT, NEAR RUNWAY END 16.  THE STATION IS 200.1 FT (61.0 M) NE OF
 GV6176'THE CENTERLINE OF THE RUNWAY, 100.1 FT (30.5 M) NORTH OF THE CORNER OF
 GV6176'A CONCRETE TAXIWAY, 99.3 FT (30.3 M) NE OF THE NE EDGE OF STOPWAY
 GV6176'PAVING, 93.6 FT (28.5 M) NE OF THE NE THRESHOLD LIGHT, 33.4 FT (10.2
 GV6176'M) NW OF THE NW CORNER OF ASPHALT CORNER OF A TRI-SECTION PAD, AND
 GV6176'39.9 FT (12.2 M) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.  THE
 GV6176'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH
 GV6176'CONCRETE MONUMENT AND STAMPED AP 1972 STA C 2 RIC.  NOTE, RENAMED IN
 GV6176'1992 BY NGS TO AP STA C 2 RIC 1992.
 GV6176
 GV6176                          STATION RECOVERY (1994)
 GV6176
 GV6176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 GV6176'THE STATION IS LOCATED 13.0 MI (20.9 KM) NORTH OF HOPEWELL, 10.0 MI
 GV6176'(16.1 KM) EAST OF RICHMOND AND 6.0 MI (9.7 KM) SOUTH OF MECHANICSVILLE
 GV6176'AT THE RICHMOND INTERNATIONAL AIRPORT EAST OF THE OVER RUN OF RUNWAY
 GV6176'END 16 AND NORTH OF TAXIWAY M.  OWNERSHIP--PUBLIC. CONTACT MR DAVID
 GV6176'BLACKSHEAR, AIRPORT MANAGER, PHONE 804-226-3097.
 GV6176' 
 GV6176'TO REACH THE STATION FROM GATE NUMBER 4, PROCEED EASTERLY FOR 0.15 MI
 GV6176'(0.24 KM) TO THE WEST SIDE OF THE RAMP, CONTINUE EASTERLY ACCROSS THE
 GV6176'RAMP FOR 0.15 MI (0.24 KM) TO TAXIWAY B.  CONTINUE EASTERLY ON TAXIWAY
 GV6176'B FOR 0.5 MI (0.8 KM) TO TAXIWAY A.  TURN LEFT ONTO TAXIWAY A AND GO
 GV6176'NORTHERLY THEN EAST FOR 0.3 MI (0.5 KM) TO THE WESTERN EDGE OF RUNWAY
 GV6176'20 AND RUNWAY END 16 (THE TWO RUNWAY ENDS ARE ADJACENT) CROSS RUNWAY
 GV6176'ENDS 20 AND 16 CONTINUE EASTERLY ON TAXIWAY M FOR ABOUT 100 FT (30.5
 GV6176'M) TO THE STATION ON THE LEFT.
 GV6176' 
 GV6176'THE STATION IS LOCATED 200.1 FT (61.0 M) NORTHEAST OF THE CENTERLINE
 GV6176'OF RUNWAY 16, 100.1 FT (30.5 M) NORTH OF THE NORTH CORNER OF TAXIWAY
 GV6176'M, 99.3 FT (30.3 M) NORTHEAST FROM THE NORTHEAST EDGE OF STOPWAY
 GV6176'PAVING AND 39.9 FT (12.2 M) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.
 GV6176
 GV6176                          STATION RECOVERY (1996)
 GV6176
 GV6176'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV6176'MARK NOT FOUND.
 GV6176
 GV6176                          STATION RECOVERY (1997)
 GV6176
 GV6176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GV6176'RECOVERED AS DESCRIBED.
 GV6176
 GV6176                          STATION RECOVERY (2005)
 GV6176
 GV6176'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV6176'THIS MARK IS LOCATED ON THE FIELD OF RICHMOND INTERNATIONAL AIRPORT.
 GV6176'THIS WAS LOOKED FOR BY EEC AND JCR AND INCLUDED OPERATION PERSONEL
 GV6176'KEVIN FREIBER. THE AIRPORT HAS HAD A LOT OF CHANGES AND THE
 GV6176'DESCRIPTION DOES NOT FIT.
 GV6176'THE WASS/GPS THAT WE WERE USING WAS MADE UNOPERATABLE BY ALL THE
 GV6176'ELECTICAL EQUIPMENT USED ON THE FIELD IN FACT IT CUT THE UNIT OFF.
 GV6176'CONTACT THE AIRPORT OPERATION CENTER AT 804 226-8592 TO DO A SURVEY
 GV6176'AND ENTER A NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6175 ***********************************************************************
 GV6175  SACS        -  This is a Secondary Airport Control Station.
 GV6175  DESIGNATION -  AP STA D2 RIC
 GV6175  PID         -  GV6175
 GV6175  STATE/COUNTY-  VA/HENRICO
 GV6175  USGS QUAD   -  DUTCH GAP (1994)
 GV6175
 GV6175                         *CURRENT SURVEY CONTROL
 GV6175  ___________________________________________________________________
 GV6175* NAD 83(1993)-  37 29 44.88275(N)    077 18 22.22900(W)     ADJUSTED  
 GV6175* NAVD 88     -        47.92   (meters)     157.2    (feet)  GPS OBS   
 GV6175  ___________________________________________________________________
 GV6175  X           -   1,113,362.094 (meters)                     COMP
 GV6175  Y           -  -4,942,860.944 (meters)                     COMP
 GV6175  Z           -   3,861,203.237 (meters)                     COMP
 GV6175  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 GV6175  ELLIP HEIGHT-          14.62  (meters)          (06/26/02) GPS OBS
 GV6175  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GV6175
 GV6175  HORZ ORDER  -  FIRST
 GV6175  ELLP ORDER  -  FIFTH     CLASS II
 GV6175
 GV6175.This mark is at Richmond Intl Airport (RIC)
 GV6175
 GV6175.The horizontal coordinates were established by GPS observations
 GV6175.and adjusted by the National Geodetic Survey in October 1998..
 GV6175
 GV6175.The orthometric height was determined by GPS observations and a
 GV6175.high-resolution geoid model.
 GV6175
 GV6175.GPS derived orthometric heights for airport stations designated as
 GV6175.PACS or SACS are published to 2 decimal places.  This maintains
 GV6175.centimeter relative accuracy between the PACS and SACS.  It does
 GV6175.not indicate centimeter accuracy relative to other marks which are
 GV6175.part of the NAVD 88 network.
 GV6175
 GV6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6175
 GV6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6175
 GV6175.The ellipsoidal height was determined by GPS observations
 GV6175.and is referenced to NAD 83.
 GV6175
 GV6175.The geoid height was determined by GEOID03.
 GV6175
 GV6175;                    North         East     Units Scale Factor Converg.
 GV6175;SPC VA S     - 1,129,672.676 3,605,562.128   MT  0.99994790   +0 43 28.4
 GV6175;SPC VA S     - 3,706,267.77 11,829,248.41   sFT  0.99994790   +0 43 28.4
 GV6175;UTM  18      - 4,152,373.681   296,131.239   MT  1.00011198   -1 24 15.3
 GV6175
 GV6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6175!SPC VA S     -   0.99999771  x   0.99994790  =   0.99994561
 GV6175!UTM  18      -   0.99999771  x   1.00011198  =   1.00010969
 GV6175
 GV6175                          SUPERSEDED SURVEY CONTROL
 GV6175
 GV6175  ELLIP H (05/15/02)   14.66   (m)                       GP(       ) 5 2
 GV6175  ELLIP H (10/16/98)   14.63   (m)                       GP(       ) 4 2
 GV6175  NAD 83(1993)-  37 29 44.88376(N)    077 18 22.22845(W) AD(       ) 1
 GV6175  ELLIP H (04/02/98)   14.71   (m)                       GP(       ) 4 2
 GV6175  NAD 83(1993)-  37 29 44.88388(N)    077 18 22.22835(W) AD(       ) 1
 GV6175  ELLIP H (11/30/95)   14.72   (m)                       GP(       ) 4 2
 GV6175  NAD 83(1993)-  37 29 44.88255(N)    077 18 22.22694(W) AD(       ) 2
 GV6175  ELLIP H (09/08/95)   14.77   (m)                       GP(       ) 4 2
 GV6175  NAD 83(1993)-  37 29 44.88259(N)    077 18 22.22692(W) AD(       ) 2
 GV6175  ELLIP H (11/14/94)   14.79   (m)                       GP(       ) 4 2
 GV6175  NAD 83(1986)-  37 29 44.88874(N)    077 18 22.24408(W) AD(       ) 2
 GV6175  NAD 27      -  37 29 44.36120(N)    077 18 23.32325(W) AD(       ) 2
 GV6175  NGVD 29 (06/26/92)   48.2    (m)          158.     (f) GPS OBS        
 GV6175
 GV6175.Superseded values are not recommended for survey control.
 GV6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6175.See file dsdata.txt to determine how the superseded data were derived.
 GV6175
 GV6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9613152374(NAD 83)
 GV6175_MARKER: DT = TOPOGRAPHIC STATION DISK
 GV6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6175_SP_SET: CONCRETE POST
 GV6175_STAMPING: AP 1972 STA D2 RIC
 GV6175_MARK LOGO: CGS   
 GV6175_PROJECTION: FLUSH
 GV6175_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV6175+STABILITY: SURFACE MOTION
 GV6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6175+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1994
 GV6175
 GV6175  HISTORY     - Date     Condition        Report By
 GV6175  HISTORY     - 1972     MONUMENTED       NGS
 GV6175  HISTORY     - 19920615 GOOD             NGS
 GV6175  HISTORY     - 19941013 GOOD             NGS
 GV6175  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV6175  HISTORY     - 19970312 GOOD             NGS
 GV6175  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV6175
 GV6175                          STATION DESCRIPTION
 GV6175
 GV6175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV6175'THE STATION IS LOCATED AT THE SOUTHEAST END OF RICHMOND INTERNATIONAL
 GV6175'AIRPORT (RICHARD EVELYN BYRD FIELD) JUST OFF THE SOUTHEAST SIDE OF
 GV6175'RUNWAY END 34.
 GV6175'TO REACH THE STATION, PROCEED TO THE RICHMOND INTERNATIONAL AIRPORT
 GV6175'MAIN TERMINAL BUILDING AND CONTACT THE AIRPORT MANAGER.  THE AIRFIELD
 GV6175'IS CONTROLLED AND ACCESS IS RESTRICTED.
 GV6175'THE STATION MARK IS LOCATED 208.0 FT EAST OF THE CENTERLINE END OF
 GV6175'RUNWAY 34, 114.2 FT EAST OF THE EASTERLY THRESHOLD LIGHT, 106.6 FT
 GV6175'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE RUNUP PAD, 100.4 FT
 GV6175'NORTHEAST OF THE NORTHEST EDGE OF OF THE STOPWAY, 47.4 FT SOUTH OF THE
 GV6175'SOUTHWEST CORNER OF A SMALL ASPHALT VEHICLE TURNOUT, AND 100 FT
 GV6175'SOUTHWEST OF THE SOUTHWEST CORNER OF ASPHALT SHOULDER OF THE RUNUP
 GV6175'PAD.  THE STATION IS A STANDARD BRONZE TOPOGRAPHIC STATION DISK SET
 GV6175'INTO THE TOP OF A 25 CM DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 GV6175'GROUND.  DESCRIBED BY R A HARRELL.
 GV6175
 GV6175                          STATION RECOVERY (1992)
 GV6175
 GV6175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GV6175'THE STATION IS LOCATED AT THE SOUTHEAST END OF RICHMOND INTL (BYRD
 GV6175'FIELD) AIRPORT, NEAR THE RUNWAY END 34.  THE STATION IS 208.0 FT (63.4
 GV6175'M) EAST OF THE CENTERLINE END OF RUNWAY 34, 114.2 FT (34.8 M) EAST OF
 GV6175'THE EASTERLY THRESHOLD LIGHT, 106.6 FT (32.5 M) SOUTHWEST OF THE
 GV6175'SOUTHWEST CORNER OF THE CONCRETE RUNUP PAD, 100.4 FT (30.6 M)
 GV6175'NORTHEAST OF THE NORTHEAST EDGE OF THE STOPWAY, 47.4 FT (14.4 M) SOUTH
 GV6175'OF THE SOUTHWEST CORNER OF SMALL ASPHALT VEHICLE TURNOUT, AND 100.0 FT
 GV6175'(30.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF ASPHALT SHOLDER OF RUNUP
 GV6175'PAD.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 GV6175'10 INCH CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED AP 1972
 GV6175'STA D 2 RIC.
 GV6175
 GV6175                          STATION RECOVERY (1994)
 GV6175
 GV6175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 GV6175'THE STATION IS LOCATED 13.0 MI (20.9 KM) NORTH OF HOPEWELL, 10.0 MI
 GV6175'(16.1 KM) EAST OF RICHMOND AND 6.0 MI (9.7 KM) SOUTH OF MECHANICSVILLE
 GV6175'AT THE RICHMOND INTERNATIONAL AIRPORT EAST OF RUNWAY END 34 AND SOUTH
 GV6175'OF TAXIWAY M.  OWNERSHIP--PUBLIC.  CONTACT MR DAVID BLACKSHEAR,
 GV6175'AIRPORT MANAGER, PHONE 804-226-3097.
 GV6175' 
 GV6175'TO REACH THE STATION FROM GATE NUMBER 4, PROCEED EASTERLY FOR 0.15 MI
 GV6175'(0.24 KM) TO THE WEST SIDE OF THE RAMP, CONTINUE EASTERLY ACCROSS THE
 GV6175'RAMP FOR 0.15 MI (0.24 KM) TO TAXIWAY B.  CONTINUE EASTERLY ON TAXIWAY
 GV6175'B FOR 0.5 MI (0.8 KM) TO TAXIWAY A.  TURN LEFT ONTO TAXIWAY A AND GO
 GV6175'NORTHERLY THEN EAST FOR 0.3 MI (0.5 KM) TO THE WESTERN EDGE OF RUNWAY
 GV6175'20 AND RUNWAY END 16 (THE TWO RUNWAY ENDS ARE ADJACENT) CROSS RUNWAY
 GV6175'ENDS 20 AND 16 CONTINUE EASTERLY ON TAXIWAY M FOR 0.2 MI (0.3 KM) WERE
 GV6175'TAXIWAY M NOW HEADS SOUTHERLY, CONTINUE SOUTHERLY ON TAXIWAY M FOR
 GV6175'0.95 MI (1.53 KM) TO THE NORTH EDGE OF RUNWAY END 25, CROSS RUNWAY END
 GV6175'25 AND CONTINUE SOUTHERLY ON TAXIWAY M FOR 0.5 MI (0.8 KM) TO A POINT
 GV6175'WHERE TAXIWAY M TURNS AND HEADS WESTERLY, CONTINUE ON TAXIWAY M FOR
 GV6175'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT JUST BEFORE REACH RUNWAY
 GV6175'END 34.
 GV6175' 
 GV6175'THE STATION IS LOCATED 208.1 FT (63.4 M) EAST OF THE CENTERLINE OF
 GV6175'RUNWAY 34, 114.2 FT (34.8 M) EAST FROM THE EASTERLY THRESHOLD LIGHT,
 GV6175'106.6 FT (32.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 GV6175'RUNUP PAD AND 47.4 FT (14.4 M) SOUTH FROM THE SOUTHWEST CORNER OF
 GV6175'SMALL ASPHALT VEHICLE TURNOUT.
 GV6175
 GV6175                          STATION RECOVERY (1996)
 GV6175
 GV6175'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV6175'MARK NOT FOUND.
 GV6175
 GV6175                          STATION RECOVERY (1997)
 GV6175
 GV6175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GV6175'RECOVERED AS DESCRIBED.
 GV6175
 GV6175                          STATION RECOVERY (2005)
 GV6175
 GV6175'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV6175'THIS MARK IS LOCATED ON THE FIELD OF RICHMOND INTERNATIONAL AIRPORT.
 GV6175'THIS WAS LOOKED FOR BY EEC AND JCR AND INCLUDED OPERATION PERSONEL
 GV6175'KEVIN FREIBER. THE AIRPORT HAS HAD A LOT OF CHANGES AND THE
 GV6175'DESCRIPTION DOES NOT FIT.
 GV6175'THE WASS/GPS THAT WE WERE USING WAS MADE UNOPERATABLE BY ALL THE
 GV6175'ELECTICAL EQUIPMENT USED ON THE FIELD IN FACT IT CUT THE UNIT OFF.
 GV6175'CONTACT THE AIRPORT OPERATION CENTER AT 804 226-8592 TO DO A SURVEY
 GV6175'AND ENTER A NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3457 ***********************************************************************
 GA3457  DESIGNATION -  APPA
 GA3457  PID         -  GA3457
 GA3457  STATE/COUNTY-  VA/WISE
 GA3457  USGS QUAD   -  APPALACHIA (1991)
 GA3457
 GA3457                         *CURRENT SURVEY CONTROL
 GA3457  ___________________________________________________________________
 GA3457* NAD 83(1993)-  36 54 43.60556(N)    082 46 18.78516(W)     ADJUSTED  
 GA3457* NAVD 88     -       642.26   (+/-2cm)    2107.1    (feet)  VERTCON   
 GA3457  ___________________________________________________________________
 GA3457  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GA3457  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3457
 GA3457  HORZ ORDER  -  SECOND
 GA3457  VERT ORDER  -  THIRD ? (See Below)
 GA3457
 GA3457.The horizontal coordinates were established by classical geodetic methods
 GA3457.and adjusted by the National Geodetic Survey in December 1995..
 GA3457
 GA3457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3457.The vertical order pertains to the NGVD 29 superseded value.
 GA3457
 GA3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3457
 GA3457.The geoid height was determined by GEOID03.
 GA3457
 GA3457;                    North         East     Units Scale Factor Converg.
 GA3457;SPC VA S     - 1,072,841.216 3,119,453.941   MT  0.99997678   -2 35 33.8
 GA3457;SPC VA S     - 3,519,813.22 10,234,408.47   sFT  0.99997678   -2 35 33.8
 GA3457;UTM  17      - 4,086,588.926   342,156.320   MT  0.99990694   -1 03 51.8
 GA3457
 GA3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3457!SPC VA S     -   0.99990404  x   0.99997678  =   0.99988082
 GA3457!UTM  17      -   0.99990404  x   0.99990694  =   0.99981099
 GA3457
 GA3457:                Primary Azimuth Mark                     Grid Az
 GA3457:SPC VA S     -  FORK                                     079 29 35.1
 GA3457:UTM  17      -  FORK                                     077 57 53.1
 GA3457
 GA3457|---------------------------------------------------------------------|
 GA3457| PID    Reference Object                     Distance      Geod. Az  |
 GA3457|                                                           dddmmss.s |
 GA3457| GA3419 FORK                                APPROX. 4.3 KM 0765401.3 |
 GA3457| GA3423 LITTLE STONE MOUNTAIN LOT           APPROX. 3.4 KM 1190425.2 |
 GA3457| DB8646 APPA RM 1                             6.465 METERS 27938     |
 GA3457|---------------------------------------------------------------------|
 GA3457
 GA3457                          SUPERSEDED SURVEY CONTROL
 GA3457
 GA3457  NAD 83(1993)-  36 54 43.60708(N)    082 46 18.78563(W) AD(       ) 2
 GA3457  NAD 83(1986)-  36 54 43.61345(N)    082 46 18.79263(W) AD(       ) 2
 GA3457  NAD 27      -  36 54 43.27229(N)    082 46 19.20549(W) AD(       ) 2
 GA3457  NGVD 29 (07/19/86)  642.39   (m)         2107.6    (f) LEVELING    3  
 GA3457
 GA3457.Superseded values are not recommended for survey control.
 GA3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3457.See file dsdata.txt to determine how the superseded data were derived.
 GA3457
 GA3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4215686589(NAD 83)
 GA3457_MARKER: DS = TRIANGULATION STATION DISK
 GA3457_SETTING: 0 = UNSPECIFIED SETTING
 GA3457
 GA3457  HISTORY     - Date     Condition        Report By
 GA3457  HISTORY     - 1963     MONUMENTED       CGS
 GA3457
 GA3457                          STATION DESCRIPTION
 GA3457
 GA3457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3457'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF APPALACHIA,
 GA3457'ABOUT 0.15 MILE NORTH OF THE APPALACHIA HIGH SCHOOL, ON
 GA3457'A SMALL HILL OVERLOOKING THE TOWN OF APPALACHIA AND ON THE
 GA3457'PROPERTY OF THE VIRGINIA COAL AND IRON COMPANY.
 GA3457'
 GA3457'TO REACH THE STATION FROM THE APPALACHIA HIGH SCHOOL, PACK
 GA3457'NORTH FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 GA3457'
 GA3457'STATION MARK IS 26 FEET SOUTHEAST OF A 14-INCH OAK TREE
 GA3457'AND 24 FEET WEST OF A 14-INCH GUM TREE.  THE MARK IS A STANDARD
 GA3457'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE, PROJECTS 8
 GA3457'INCHES, AND IS STAMPED APPA 1963.
 GA3457'
 GA3457'REFERENCE MARK NO. 1 IS 15 FEET NORTHEAST OF A 10-INCH OAK
 GA3457'TREE AND 13 FEET SOUTHWEST OF A 14-INCH OAK TREE.  THE MARK
 GA3457'IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE,
 GA3457'PROJECTS 8 INCHES, AND IS STAMPED APPA NO 1 1963.
 GA3457'
 GA3457'TRAVERSE STATION FORK WILL SERVE AS THE AZIMUTH MARK.  SEE
 GA3457'DESCRIPTION THEREOF.
 GA3457'
 GA3457'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2263 ***********************************************************************
 GW2263  DESIGNATION -  APPLE
 GW2263  PID         -  GW2263
 GW2263  STATE/COUNTY-  VA/BEDFORD
 GW2263  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW2263
 GW2263                         *CURRENT SURVEY CONTROL
 GW2263  ___________________________________________________________________
 GW2263* NAD 83(1993)-  37 31 02.35375(N)    079 30 37.91025(W)     ADJUSTED  
 GW2263* NAVD 88     -      1288.     (meters)    4226.     (feet)  SCALED    
 GW2263  ___________________________________________________________________
 GW2263  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GW2263  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2263
 GW2263  HORZ ORDER  -  THIRD
 GW2263
 GW2263.The horizontal coordinates were established by classical geodetic methods
 GW2263.and adjusted by the National Geodetic Survey in November 1994..
 GW2263
 GW2263.The orthometric height was scaled from a topographic map.
 GW2263
 GW2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2263
 GW2263.The geoid height was determined by GEOID03.
 GW2263
 GW2263;                    North         East     Units Scale Factor Converg.
 GW2263;SPC VA S     - 1,131,871.602 3,410,670.304   MT  0.99994881   -0 36 47.9
 GW2263;SPC VA S     - 3,713,482.08 11,189,840.82   sFT  0.99994881   -0 36 47.9
 GW2263;UTM  17      - 4,153,305.003   631,627.759   MT  0.99981341   +0 54 26.0
 GW2263
 GW2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2263!SPC VA S     -   0.99980300  x   0.99994881  =   0.99975182
 GW2263!UTM  17      -   0.99980300  x   0.99981341  =   0.99961645
 GW2263
 GW2263|---------------------------------------------------------------------|
 GW2263| PID    Reference Object                     Distance      Geod. Az  |
 GW2263|                                                           dddmmss.s |
 GW2263| DC3721 APPLE RM 1                           11.013 METERS 08202     |
 GW2263| GW2265 APPLE 2                              60.530 METERS 08548     |
 GW2263| DC3722 APPLE RM 2                           15.916 METERS 14742     |
 GW2263| GW2203 FLAT TOP RESET                      APPROX. 9.7 KM 2212145.3 |
 GW2263|---------------------------------------------------------------------|
 GW2263
 GW2263                          SUPERSEDED SURVEY CONTROL
 GW2263
 GW2263  NAD 83(1986)-  37 31 02.35455(N)    079 30 37.92575(W) AD(       ) 3
 GW2263  NAD 27      -  37 31 01.85900(N)    079 30 38.79600(W) AD(       ) 3
 GW2263
 GW2263.Superseded values are not recommended for survey control.
 GW2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2263.See file dsdata.txt to determine how the superseded data were derived.
 GW2263
 GW2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3162853305(NAD 83)
 GW2263_MARKER: DS = TRIANGULATION STATION DISK
 GW2263_SETTING: 66 = SET IN ROCK OUTCROP
 GW2263_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GW2263
 GW2263  HISTORY     - Date     Condition        Report By
 GW2263  HISTORY     - 1934     MONUMENTED       CGS
 GW2263  HISTORY     - 1958     GOOD             CGS
 GW2263  HISTORY     - 1971     GOOD             NGS
 GW2263  HISTORY     - 1978     SEE DESCRIPTION  NGS
 GW2263
 GW2263                          STATION DESCRIPTION
 GW2263
 GW2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2263'STATION IS ON SUMMIT OF APPLE ORCHARD MOUNTAIN WHICH IS ABOUT
 GW2263'0.8 MILE SSW OF THE TRI-COUNTY CORNER OF BOTETOURT, BEDFORD,
 GW2263'AND ROCKBRIDGE COUNTIES.
 GW2263'
 GW2263'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 GW2263'HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD
 GW2263'BRONZE DISKS SET IN CONCRETE IN DEPRESSIONS IN OUTCROPPING
 GW2263'BEDROCK.
 GW2263'
 GW2263'REFERENCE MARK NO. 1 IS E OF STATION AND ABOUT 2 FEET N OF N
 GW2263'SIDE OF FIRE TOWER IN OUTCROPPING BEDROCK WHICH IS ABOUT 3
 GW2263'FEET SQUARE AND PROTRUDES ABOUT 8 INCHES.
 GW2263'
 GW2263'REFERENCE MARK NO. 2 IS S OF STATION IN A 2- BY 4-FOOT OUTCROPPING
 GW2263'ROCK WHICH PROTRUDES ABOUT 1 FOOT.
 GW2263'
 GW2263'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS WNW OF STATION ALONG
 GW2263'N SIDE OF PATH LEADING FROM KEWANZEE CAMP TO STATION.  IT IS IN
 GW2263'3- BY 5-FOOT OUTCROPPING ROCK WHICH PROTRUDES ABOUT 3 FEET
 GW2263'ABOVE THE SURFACE OF GROUND.
 GW2263'
 GW2263'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 122 AND U.S.
 GW2263'HIGHWAY 501 AT BIG ISLAND, VIRGINIA, GO W ON STATE HIGHWAY
 GW2263'122 FOR 9.35 MILES TO COLTONS MILL AND TURN RIGHT AT ARROW
 GW2263'KEWANZEE CAMP 7.  GO 1.7 MILES TO A SMALL STORE IN FORKS OF
 GW2263'ROAD AND TAKE LEFT FORK.  GO 1.7 MILES TO A ROAD FORK WITH
 GW2263'ARROW APPLE ORCHARD MOUNTAIN 5.5 MILES AND TAKE RIGHT FORK 1.9
 GW2263'MILES TO A SIGN LEAVE CARS HERE AND END OF TRUCK TRAVEL.  FROM
 GW2263'HERE FOLLOW OLD WAGON ROAD AND TELEPHONE LINE VIA KEWANZEE
 GW2263'CAMP FOR ABOUT 4 MILES TO FIRE TOWER AND STATION.  STATION IS
 GW2263'ABOUT 35 FEET NW OF FIRE TOWER IN 3- BY 5-FOOT OUTCROPPING
 GW2263'ROCK WHICH PROTRUDES ABOUT 1 FOOT.
 GW2263'
 GW2263'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 GW2263
 GW2263                          STATION RECOVERY (1958)
 GW2263
 GW2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2263'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 GW2263'IN GOOD CONDITION.  A U.S. ARMY RADAR TOWER HAS BEEN INSTALLED
 GW2263'OVER THE STATION AND IT IS NOW IMPOSSIBLE TO OCCUPY THE STATION
 GW2263'MARK.  THE FIRE LOOKOUT TOWER, MENTIONED IN THE PREVIOUS
 GW2263'DESCRIPTION, HAS BEEN REMOVED.
 GW2263'
 GW2263'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GW2263
 GW2263                          STATION RECOVERY (1971)
 GW2263
 GW2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 GW2263'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 GW2263'DESCRIPTION OF 1934 AND THE RECOVERY NOTE OF 1958 ARE ADEQUATE WITH
 GW2263'THE FOLLOWING ADDITION.  THE ARMY RADAR TOWER IS NO LONGER OVER THE
 GW2263'STATION MARK.  THE MARK IS ABOUT MIDWAY BETWEEN THE AIR FORCE
 GW2263'RADAR DOME AND A SIMILAR ONE OPERATED BY THE FAA.
 GW2263
 GW2263                          STATION RECOVERY (1978)
 GW2263
 GW2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GW2263'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  REFERENCE
 GW2263'MARK 3 HAS BEEN DESTROYED BY CONSTRUCTION OF A BUILDING.  THE
 GW2263'STATION MARK MAY HAVE SHIFTED AS A DIFFERENCE OF 5 MINUTES AND 34
 GW2263'SECONDS WAS NOTED IN THE ANGLE BETWEEN THE REFERENCE MARKS AND A
 GW2263'DIFFERENCE OF 0.014 METER WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 GW2263'1.  A DIFFERENCE OF 0.020 METER WAS NOTED IN THE DISTANCE
 GW2263'TO REFERENCE MARK 2.  THE STATION WAS DESTROYED BY MARK
 GW2263'MAINTENANCE DUE TO NEW CONSTRUCTION IN THE AREA.
 GW2263'
 GW2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES NORTHWEST
 GW2263'OF BEDFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9005 ***********************************************************************
 HV9005  DESIGNATION -  APPLE
 HV9005  PID         -  HV9005
 HV9005  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9005  USGS QUAD   -  QUANTICO (1994)
 HV9005
 HV9005                         *CURRENT SURVEY CONTROL
 HV9005  ___________________________________________________________________
 HV9005* NAD 83(1993)-  38 34 05.26105(N)    077 16 45.79374(W)     ADJUSTED  
 HV9005* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 HV9005  ___________________________________________________________________
 HV9005  X           -   1,099,525.428 (meters)                     COMP
 HV9005  Y           -  -4,870,807.826 (meters)                     COMP
 HV9005  Z           -   3,954,953.297 (meters)                     COMP
 HV9005  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HV9005  ELLIP HEIGHT-          12.99  (meters)          (06/04/02) GPS OBS
 HV9005  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HV9005
 HV9005  HORZ ORDER  -  SECOND
 HV9005  ELLP ORDER  -  FOURTH    CLASS II
 HV9005
 HV9005.The horizontal coordinates were established by GPS observations
 HV9005.and adjusted by the National Geodetic Survey in November 1994..
 HV9005
 HV9005.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9005
 HV9005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9005
 HV9005.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9005
 HV9005.The ellipsoidal height was determined by GPS observations
 HV9005.and is referenced to NAD 83.
 HV9005
 HV9005.The geoid height was determined by GEOID03.
 HV9005
 HV9005;                    North         East     Units Scale Factor Converg.
 HV9005;SPC VA N     - 2,100,767.840 3,606,368.480   MT  0.99994875   +0 45 42.5
 HV9005;SPC VA N     - 6,892,269.16 11,831,893.92   sFT  0.99994875   +0 45 42.5
 HV9005;SPC MD       -   100,103.004   375,652.170   MT  0.99996418   -0 10 31.3
 HV9005;SPC MD       -   328,421.27  1,232,452.16   sFT  0.99996418   -0 10 31.3
 HV9005;UTM  18      - 4,271,316.451   301,417.862   MT  1.00008565   -1 25 17.5
 HV9005
 HV9005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9005!SPC VA N     -   0.99999796  x   0.99994875  =   0.99994671
 HV9005!SPC MD       -   0.99999796  x   0.99996418  =   0.99996214
 HV9005!UTM  18      -   0.99999796  x   1.00008565  =   1.00008361
 HV9005
 HV9005                          SUPERSEDED SURVEY CONTROL
 HV9005
 HV9005  ELLIP H (11/14/94)   13.00   (m)                       GP(       ) 4 2
 HV9005  NAD 83(1993)-  38 34 05.26021(N)    077 16 45.80347(W) AD(       ) 2
 HV9005  ELLIP H (01/27/92)   12.43   (m)                       GP(       ) 4 1
 HV9005  NAD 83(1986)-  38 34 05.26063(N)    077 16 45.80521(W) AD(       ) 2
 HV9005  NGVD 29 (01/20/89)   45.5    (m)          149.     (f) GPS OBS        
 HV9005
 HV9005.Superseded values are not recommended for survey control.
 HV9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9005.See file dsdata.txt to determine how the superseded data were derived.
 HV9005
 HV9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0141871316(NAD 83)
 HV9005_MARKER: A = ALUMINUM MARKER
 HV9005_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9005_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9005+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 HV9005
 HV9005  HISTORY     - Date     Condition        Report By
 HV9005  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9005  HISTORY     - 19870108 GOOD             GEOHYD
 HV9005  HISTORY     - 20040317 GOOD             ENGGRO
 HV9005
 HV9005                          STATION DESCRIPTION
 HV9005
 HV9005'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9005'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9005'ABOUT 3 MILES EAST OF THE TOWN OF DUMFRIES, VIRGINIA.
 HV9005'
 HV9005'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 1, JEFFERSON
 HV9005'DAVIS HIGHWAY, AND ROUTE 635, CHERRY HILL ROAD, GO SOUTHEAST ON ROUTE
 HV9005'635 FOR 2.1 MILES TO THE STATION ON THE RIGHT.
 HV9005'
 HV9005'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9005'GROUND AND IS STAMPED---76 APPLE 1986---.  THE STATION IS 18.48 FEET
 HV9005'SOUTH-SOUTHWEST OF THE CENTER OF ROUTE 635, CHERRY HILL ROAD, 53.84
 HV9005'FEET EAST OF A 5-INCH LOCUST TREE AND 83.9 FEET SOUTHEAST OF THE
 HV9005'DRIVEWAY AT 2138 CHERRY HILL ROAD.
 HV9005'
 HV9005'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9005'GROUND AND IS STAMPED---76 APPLE AZIMUTH1986 ---. THE MARK IS 55.54
 HV9005'FEET NORTHWEST OF THE CENTERLINE OF CHERRY HILL ROAD, 4.04 FEET SOUTH
 HV9005'OF A WOOD CORNER FENCE POST.
 HV9005'
 HV9005'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHWEST ON
 HV9005'CHERRY HILL ROAD FOR 0.1 MILES TO THE MARK ON THE RIGHT, JUST BEFORE
 HV9005'A WOODS LINE.
 HV9005
 HV9005                          STATION RECOVERY (1987)
 HV9005
 HV9005'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9005'RECOVERED IN GOOD CONDITION.
 HV9005
 HV9005                          STATION RECOVERY (2004)
 HV9005
 HV9005'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2004 (BWJ)
 HV9005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8306 ***********************************************************************
 HV8306  DESIGNATION -  APPLE
 HV8306  PID         -  HV8306
 HV8306  STATE/COUNTY-  VA/FAIRFAX
 HV8306  USGS QUAD   -  MOUNT VERNON (1983)
 HV8306
 HV8306                         *CURRENT SURVEY CONTROL
 HV8306  ___________________________________________________________________
 HV8306* NAD 83(1993)-  38 44 15.25136(N)    077 04 22.54833(W)     ADJUSTED  
 HV8306* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 HV8306  ___________________________________________________________________
 HV8306  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HV8306  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV8306
 HV8306  HORZ ORDER  -  SECOND
 HV8306
 HV8306.The horizontal coordinates were established by classical geodetic methods
 HV8306.and adjusted by the National Geodetic Survey in November 1994..
 HV8306
 HV8306.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8306
 HV8306.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8306
 HV8306.The geoid height was determined by GEOID03.
 HV8306
 HV8306;                    North         East     Units Scale Factor Converg.
 HV8306;SPC VA N     - 2,119,833.588 3,624,066.160   MT  0.99995057   +0 53 26.4
 HV8306;SPC VA N     - 6,954,820.70 11,889,957.06   sFT  0.99995057   +0 53 26.4
 HV8306;SPC MD       -   118,877.020   393,659.358   MT  0.99995274   -0 02 44.8
 HV8306;SPC MD       -   390,015.69  1,291,530.74   sFT  0.99995274   -0 02 44.8
 HV8306;UTM  18      - 4,289,695.035   319,831.559   MT  0.99999974   -1 17 51.0
 HV8306
 HV8306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8306!SPC VA N     -   1.00000339  x   0.99995057  =   0.99995396
 HV8306!SPC MD       -   1.00000339  x   0.99995274  =   0.99995613
 HV8306!UTM  18      -   1.00000339  x   0.99999974  =   1.00000313
 HV8306
 HV8306                          SUPERSEDED SURVEY CONTROL
 HV8306
 HV8306  NAD 83(1993)-  38 44 15.24858(N)    077 04 22.55033(W) AD(       ) 2
 HV8306  NAD 83(1986)-  38 44 15.24962(N)    077 04 22.56192(W) AD(       ) 2
 HV8306  NGVD 29 (01/12/90)   11.0    (m)           36.     (f) VERT ANG       
 HV8306
 HV8306.Superseded values are not recommended for survey control.
 HV8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8306.See file dsdata.txt to determine how the superseded data were derived.
 HV8306
 HV8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1983289695(NAD 83)
 HV8306_MARKER: X = CHISELED CROSS
 HV8306_SETTING: 0 = UNSPECIFIED SETTING
 HV8306_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8306
 HV8306  HISTORY     - Date     Condition        Report By
 HV8306  HISTORY     - 1975     MONUMENTED       VA-059
 HV8306  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8306
 HV8306                          STATION DESCRIPTION
 HV8306
 HV8306'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8306'THE STATION IS LOCATED ABOUT 14.8 MILES SOUTHEAST OF FAIRFAX, 12.3
 HV8306'MILES SOUTHEAST OF FALLS CHURCH, 5.3 MILES SOUTH OF ALEXANDRIA IN THE
 HV8306'CONCRETE SIDEWALK ALONG COLLINGWOOD ROAD OPPOSITE HOUSE 2402
 HV8306'COLLINGWOOD ROAD. SEE FAIRFAX COUNTY TAX MAP 102-1, 2300 BLOCK
 HV8306'COLLINGWOOD ROAD, REVISED TO 1-1-76.
 HV8306'
 HV8306'TO REACH THE STATION FROM THE JUNCTION OF THE BELTWAY, I-495, AND THE
 HV8306'GEORGE WASHINGTON MEMORIAL PARKWAY-MOUNT VERNON MEMORIAL HIGHWAY, GO
 HV8306'SOUTH ON THE PARKWAY FOR 4.6 MILES TO THE JUNCTION WITH COLLINGWOOD
 HV8306'ROAD, ROUTE 628, TURN RIGHT, WEST, ONTO COLLINGWOOD ROAD AND FOLLOW
 HV8306'SAME FOR 1.5 MILES TO THE STATION ON THE LEFT IMMEDIATELY PAST THE
 HV8306'SIDE ROAD, APPLE HILL ROAD.
 HV8306'
 HV8306'THE STATION IS A CHISELED X MARK IN THE CONCRETE SIDEWALK OPPOSITE
 HV8306'2402 COLLINGWOOD ROAD. LOCATED 55 FEET S FROM THE CENTERLINE OF ROUTE
 HV8306'628.
 HV8306'
 HV8306'REFERENCE MARK NO. 01 IS A CHISELED X IN THE TOP OF THE CURB AND
 HV8306'CUTTER OF COLLINGWOOD ROAD LOCATED 30 FEET S FROM THE CENTERLINE OF
 HV8306'ROUTE 628.
 HV8306'
 HV8306'REFERENCE MARK NO. 02 IS A CHISELED X IN THE TOP OF THE CURB AND
 HV8306'GUTTER ALONG COLLINGWOOD ROAD. LOCATED 37 FEET S FROM THE CENTERLINE
 HV8306'OF ROUTE 628 AND 69 FEET W FROM RM 1.
 HV8306
 HV8306                          STATION RECOVERY (1997)
 HV8306
 HV8306'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2265 ***********************************************************************
 GW2265  DESIGNATION -  APPLE 2
 GW2265  PID         -  GW2265
 GW2265  STATE/COUNTY-  VA/BEDFORD
 GW2265  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW2265
 GW2265                         *CURRENT SURVEY CONTROL
 GW2265  ___________________________________________________________________
 GW2265* NAD 83(1993)-  37 31 02.49749(N)    079 30 35.45197(W)     ADJUSTED  
 GW2265* NAVD 88     -      1286.91   (+/-2cm)    4222.1    (feet)  VERTCON   
 GW2265  ___________________________________________________________________
 GW2265  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 GW2265  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2265
 GW2265  HORZ ORDER  -  THIRD
 GW2265  VERT ORDER  -  THIRD ? (See Below)
 GW2265
 GW2265.The horizontal coordinates were established by classical geodetic methods
 GW2265.and adjusted by the National Geodetic Survey in November 1994..
 GW2265.No horizontal observational check was made to the station.
 GW2265
 GW2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2265.The vertical order pertains to the NGVD 29 superseded value.
 GW2265
 GW2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2265
 GW2265.The geoid height was determined by GEOID03.
 GW2265
 GW2265;                    North         East     Units Scale Factor Converg.
 GW2265;SPC VA S     - 1,131,875.387 3,410,730.713   MT  0.99994881   -0 36 46.4
 GW2265;SPC VA S     - 3,713,494.50 11,190,039.01   sFT  0.99994881   -0 36 46.4
 GW2265;UTM  17      - 4,153,310.389   631,688.038   MT  0.99981361   +0 54 27.5
 GW2265
 GW2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2265!SPC VA S     -   0.99980314  x   0.99994881  =   0.99975196
 GW2265!UTM  17      -   0.99980314  x   0.99981361  =   0.99961679
 GW2265
 GW2265|---------------------------------------------------------------------|
 GW2265| PID    Reference Object                     Distance      Geod. Az  |
 GW2265|                                                           dddmmss.s |
 GW2265| DC3723 APPLE 2 RM 4                         16.115 METERS 19155     |
 GW2265| GW2263 APPLE                                60.530 METERS 26548     |
 GW2265| DC3724 APPLE 2 RM 5                         14.430 METERS 30034     |
 GW2265|---------------------------------------------------------------------|
 GW2265
 GW2265                          SUPERSEDED SURVEY CONTROL
 GW2265
 GW2265  NAD 83(1986)-  37 31 02.49828(N)    079 30 35.46747(W) AD(       ) 3
 GW2265  NAD 27      -  37 31 02.00274(N)    079 30 36.33780(W) AD(       ) 3
 GW2265  NGVD 29 (07/19/86) 1287.09   (m)         4222.7    (f) LEVELING    3  
 GW2265
 GW2265.Superseded values are not recommended for survey control.
 GW2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2265.See file dsdata.txt to determine how the superseded data were derived.
 GW2265
 GW2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3168853310(NAD 83)
 GW2265_MARKER: DS = TRIANGULATION STATION DISK
 GW2265_SETTING: 66 = SET IN ROCK OUTCROP
 GW2265
 GW2265  HISTORY     - Date     Condition        Report By
 GW2265  HISTORY     - 1978     MONUMENTED       NGS
 GW2265
 GW2265                          STATION DESCRIPTION
 GW2265
 GW2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GW2265'THE STATION IS ON THE SUMMIT OF APPLE ORCHARD MOUNTAIN, 15 MILES
 GW2265'NORTHWEST OF BEDFORD, 1 MILE SOUTH-SOUTHWEST OF THE TRI-COUNTY
 GW2265'CORNER OF BOTETOURT, BEDFORD AND ROCKBRIDGE COUNTIES IN THE
 GW2265'JEFFERSON NATIONAL FOREST.  PERMISSION TO ENTER THE RADAR
 GW2265'SITE WAS GIVEN BY MR. ROBERT MATHEWS, TELEPHONE NUMBER (703)
 GW2265'586-1353.
 GW2265'
 GW2265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 BUSINESS
 GW2265'ROUTE (MAIN ST.) AND U.S. HIGHWAY 221 AND STATE HIGHWAYS 122 AND 43
 GW2265'(BRIDGE ST.) IN THE CENTER OF BEDFORD, GO NORTHERLY ON BRIDGE ST.
 GW2265'FOR 0.4 MILE TO A POINT WHERE STATE ROUTE 43 TURNS LEFT (PEAK ST.).
 GW2265'TURN LEFT, GO NORTHWESTERLY ON ROUTE 43 FOR 10.6 MILES TO THE
 GW2265'JUNCTION WITH THE BLUE RIDGE PARKWAY.  TURN RIGHT AND GO
 GW2265'NORHTEASTERLY ON THE PARKWAY FOR 9.6 MILES TO A SIDE ROAD
 GW2265'LEFT.  TURN LEFT, PASS THROUGH THE LOCKED GATE AND FOLLOW A PAVED
 GW2265'ROAD UPHILL FOR 0.5 MILE TO THE STATION ON THE LEFT.
 GW2265'
 GW2265'THE STATION MARK, STAMPED APPLE 2 1978, IS A STANDARD DISK CEMENTED
 GW2265'IN A DRILL HOLE IN A ROCK OUTCROP WITH AN EXPOSED AREA OF 2X4 FEET.
 GW2265'IT IS 104 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 56.7
 GW2265'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 GW2265'BUILDING.
 GW2265'
 GW2265'REFERENCE MARK 4, STAMPED APPLE 2 NO 4 1978, IS A STANDARD DISK
 GW2265'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH AND ABOUT 2
 GW2265'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS 148 FEET
 GW2265'SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 70.3 FEET
 GW2265'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 GW2265'
 GW2265'REFERENCE MARK 5, STAMPED APPLE 2 NO 5 1978 IS A STANDARD DISK
 GW2265'CEMENTED IN A DRILL HOLE IN A 3X3 FOOT BOULDER THAT PROJECTS ABOUT
 GW2265'18 INCHES.  IT IS 100.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 GW2265'THE BUILDING AND 56.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 GW2265'
 GW2265'TRIANGULATION STATION APPLE 1934 WAS DESTROYED BY MARK MAINTENANCE
 GW2265'AT THIS TIME.
 GW2265'
 GW2265'HEIGHT OF LIGHT ABOVE STATION MARK IS 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2262 ***********************************************************************
 GW2262  DESIGNATION -  APPLE MT FIRE TOWER
 GW2262  PID         -  GW2262
 GW2262  STATE/COUNTY-  VA/BEDFORD
 GW2262  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW2262
 GW2262                         *CURRENT SURVEY CONTROL
 GW2262  ___________________________________________________________________
 GW2262* NAD 83(1993)-  37 31 02.30827(N)    079 30 37.45644(W)     ADJUSTED  
 GW2262* NAVD 88     -                                                        
 GW2262  ___________________________________________________________________
 GW2262  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 GW2262  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2262
 GW2262  HORZ ORDER  -  THIRD
 GW2262
 GW2262.The horizontal coordinates were established by classical geodetic methods
 GW2262.and adjusted by the National Geodetic Survey in November 1994..
 GW2262
 GW2262
 GW2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2262
 GW2262.The geoid height was determined by GEOID03.
 GW2262
 GW2262;                    North         East     Units Scale Factor Converg.
 GW2262;SPC VA S     - 1,131,870.081 3,410,681.432   MT  0.99994881   -0 36 47.7
 GW2262;SPC VA S     - 3,713,477.09 11,189,877.33   sFT  0.99994881   -0 36 47.7
 GW2262;UTM  17      - 4,153,303.778   631,638.922   MT  0.99981345   +0 54 26.3
 GW2262
 GW2262                          SUPERSEDED SURVEY CONTROL
 GW2262
 GW2262  NAD 83(1986)-  37 31 02.30870(N)    079 30 37.47231(W) AD(       ) 4
 GW2262  NAD 27      -  37 31 01.81000(N)    079 30 38.34700(W) AD(       ) 3
 GW2262
 GW2262.Superseded values are not recommended for survey control.
 GW2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2262.See file dsdata.txt to determine how the superseded data were derived.
 GW2262
 GW2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3163953304(NAD 83)
 GW2262_MARKER: 55 = TOWER
 GW2262
 GW2262  HISTORY     - Date     Condition        Report By
 GW2262  HISTORY     - 1934     FIRST OBSERVED   CGS
 GW2262
 GW2262                          STATION DESCRIPTION
 GW2262
 GW2262'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0476 ***********************************************************************
 GW0476  DESIGNATION -  APPO
 GW0476  PID         -  GW0476
 GW0476  STATE/COUNTY-  VA/APPOMATTOX
 GW0476  USGS QUAD   -  APPOMATTOX (1984)
 GW0476
 GW0476                         *CURRENT SURVEY CONTROL
 GW0476  ___________________________________________________________________
 GW0476* NAD 83(1993)-  37 21 47.75452(N)    078 50 01.70968(W)     ADJUSTED  
 GW0476* NAVD 88     -       268.698  (meters)     881.55   (feet)  ADJUSTED  
 GW0476  ___________________________________________________________________
 GW0476  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GW0476  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW0476  DYNAMIC HT  -         268.504 (meters)     880.92  (feet)  COMP
 GW0476  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 GW0476
 GW0476  HORZ ORDER  -  SECOND
 GW0476  VERT ORDER  -  SECOND    CLASS 0
 GW0476
 GW0476.The horizontal coordinates were established by classical geodetic methods
 GW0476.and adjusted by the National Geodetic Survey in September 1995..
 GW0476
 GW0476.The orthometric height was determined by differential leveling
 GW0476.and adjusted by the National Geodetic Survey in June 1991..
 GW0476
 GW0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0476
 GW0476.The geoid height was determined by GEOID03.
 GW0476
 GW0476.The dynamic height is computed by dividing the NAVD 88
 GW0476.geopotential number by the normal gravity value computed on the
 GW0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0476.degrees latitude (g = 980.6199 gals.).
 GW0476
 GW0476.The modeled gravity was interpolated from observed gravity values.
 GW0476
 GW0476;                    North         East     Units Scale Factor Converg.
 GW0476;SPC VA S     - 1,114,348.708 3,470,430.795   MT  0.99994540   -0 12 09.3
 GW0476;SPC VA S     - 3,655,992.39 11,385,905.03   sFT  0.99994540   -0 12 09.3
 GW0476;UTM  17      - 4,137,373.061   691,830.596   MT  1.00005331   +1 18 54.0
 GW0476
 GW0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0476!SPC VA S     -   0.99996274  x   0.99994540  =   0.99990814
 GW0476!UTM  17      -   0.99996274  x   1.00005331  =   1.00001605
 GW0476
 GW0476|---------------------------------------------------------------------|
 GW0476| PID    Reference Object                     Distance      Geod. Az  |
 GW0476|                                                           dddmmss.s |
 GW0476| GW0475 APPO RM 1                            20.061 METERS 04750     |
 GW0476| GW2352 APPOMATTOX MUNICIPAL TANK           APPROX. 0.8 KM 1242040.7 |
 GW0476| GW2354 APPOMATTOX TRANSCON GAS MAST        APPROX. 4.1 KM 2374557.2 |
 GW0476| GW2351 APPOMATTOX MICROWAVE RELAY TWR      APPROX. 3.1 KM 2661721.9 |
 GW0476| GW0478 APPO AZ MK                                         2833141.2 |
 GW0476|---------------------------------------------------------------------|
 GW0476
 GW0476                          SUPERSEDED SURVEY CONTROL
 GW0476
 GW0476  NAD 83(1993)-  37 21 47.75492(N)    078 50 01.70852(W) AD(       ) 2
 GW0476  NAD 83(1986)-  37 21 47.75858(N)    078 50 01.72458(W) AD(       ) 2
 GW0476  NAD 27      -  37 21 47.22856(N)    078 50 02.67468(W) AD(       ) 2
 GW0476  NGVD 29 (??/??/92)  268.936  (m)          882.33   (f) ADJ UNCH    2 0
 GW0476
 GW0476.Superseded values are not recommended for survey control.
 GW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0476.See file dsdata.txt to determine how the superseded data were derived.
 GW0476
 GW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9183137373(NAD 83)
 GW0476_MARKER: DE = TRAVERSE STATION DISK
 GW0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0476_STAMPING: APPO 1964
 GW0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0476+STABILITY: SURFACE MOTION
 GW0476
 GW0476  HISTORY     - Date     Condition        Report By
 GW0476  HISTORY     - 1964     MONUMENTED       CGS
 GW0476  HISTORY     - 1965     GOOD             NGS
 GW0476  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 GW0476  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0476
 GW0476                          STATION DESCRIPTION
 GW0476
 GW0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW0476'THE STATION IS LOCATED IN THE NORTHWEST PART OF APPOMATTOX,
 GW0476'AT THE JUNCTION OF U.S. HIGHWAY 460 AND STATE HIGHWAY 131
 GW0476'AND ON PROPERTY OWNED BY THE STATE.
 GW0476'
 GW0476'TO REACH THE STATION FROM THE CARVER-PRICE HIGH SCHOOL IN
 GW0476'APPOMATTOX, GO WEST ON U.S. HIGHWAY 460 FOR 0.3 MILE TO THE
 GW0476'STATION ON THE RIGHT.
 GW0476'
 GW0476'STATION MARK IS 93 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 GW0476'460 AND 86 FEET WEST OF THE CENTER OF STATE HIGHWAY 131.
 GW0476'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 GW0476'SET FLUSH, AND IS STAMPED APPO 1964.
 GW0476'
 GW0476'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF STATE
 GW0476'HIGHWAY 131, 6 FEET EAST OF THE CENTER OF A 4-TRUNKED TREE
 GW0476'AND 5 FEET SOUTH OF A RIGHT-OF-WAY MARKER.  THE MARK IS A
 GW0476'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH,
 GW0476'AND IS STAMPED APPO NO 1 1964.
 GW0476'
 GW0476'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE WEST
 GW0476'BOUND TRAFFIC LANE OF U.S. HIGHWAY 460, 11.5 FEET SOUTH OF
 GW0476'A WITNESS POST AND WIRE FENCE AND 9.5 FEET WEST OF A POWERLINE
 GW0476'POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GW0476'POST, SET FLUSH, AND IS STAMPED APPO 1964.
 GW0476'
 GW0476'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 GW0476'HIGHWAY 460 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 GW0476'
 GW0476'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 GW0476
 GW0476                          STATION RECOVERY (1965)
 GW0476
 GW0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0476'AT APPOMATTOX.
 GW0476'AT APPOMATTOX, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 460 FROM
 GW0476'THE CARVER PRICE HIGH SCHOOL TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0476'POST FLUSH WITH THE GROUND, AT THE JUNCTION OF U.S. HIGHWAY
 GW0476'460 AND STATE HIGHWAY 131, 93.0 FEET NORTHEAST OF THE APPROXIMATE
 GW0476'CENTER OF U.S. HIGHWAY 460, 86.0 FEET WEST OF THE CENTERLINE
 GW0476'OF STATE HIGHWAY 131, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW0476
 GW0476                          STATION RECOVERY (1997)
 GW0476
 GW0476'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0476'MARK NOT FOUND.
 GW0476
 GW0476                          STATION RECOVERY (2005)
 GW0476
 GW0476'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2815 ***********************************************************************
 GW2815  DESIGNATION -  APPO RESET
 GW2815  PID         -  GW2815
 GW2815  STATE/COUNTY-  VA/APPOMATTOX
 GW2815  USGS QUAD   -  APPOMATTOX (1984)
 GW2815
 GW2815                         *CURRENT SURVEY CONTROL
 GW2815  ___________________________________________________________________
 GW2815* NAD 83(1986)-  37 21 51.     (N)    078 50 18.     (W)     SCALED    
 GW2815* NAVD 88     -       267.04   (meters)     876.1    (feet)  RESET     
 GW2815  ___________________________________________________________________
 GW2815  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GW2815
 GW2815  VERT ORDER  -  THIRD
 GW2815
 GW2815.The horizontal coordinates were scaled from a topographic map and have
 GW2815.an estimated accuracy of +/- 6 seconds.
 GW2815
 GW2815.The orthometric height was computed from unverified reset data.
 GW2815.No vertical observational check was made to the station.
 GW2815
 GW2815.The geoid height was determined by GEOID03.
 GW2815
 GW2815;                    North         East    Units  Estimated Accuracy
 GW2815;SPC VA S     - 1,114,450.    3,470,030.      MT  (+/- 180 meters Scaled)
 GW2815
 GW2815                          SUPERSEDED SURVEY CONTROL
 GW2815
 GW2815  NGVD 29 (03/21/06)  267.28   (m)          876.9    (f) RESET       3  
 GW2815
 GW2815.Superseded values are not recommended for survey control.
 GW2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2815.See file dsdata.txt to determine how the superseded data were derived.
 GW2815
 GW2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB914374(NAD 83)
 GW2815_MARKER: DZ = AZIMUTH MARK DISK
 GW2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2815_SP_SET: CONCRETE POST
 GW2815_STAMPING: APPO 1964 RESET 1991
 GW2815_MARK LOGO: NGS   
 GW2815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GW2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2815+STABILITY: SURFACE MOTION
 GW2815
 GW2815  HISTORY     - Date     Condition        Report By
 GW2815  HISTORY     - 1991     MONUMENTED       VADHT
 GW2815  HISTORY     - 19970315 GOOD             USPSQD
 GW2815  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW2815
 GW2815                          STATION DESCRIPTION
 GW2815
 GW2815'DESCRIBED BY VA DEPT HWYS-TRANSP 1991
 GW2815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG ROUTE
 GW2815'460 TO INTERSECTION OF ROUTE 131 SOUTH, PROCEED ALONG ROUTE 131 FOR
 GW2815'0.2 MILE (0.3 KM) TO INTERSECTION OF ROUTE 131 AND ROUTE 1008.
 GW2815'MARKER ON RIGHT, 28 FEET (8.5 M) SOUTH OF CENTER OF ROUTE 131, 20
 GW2815'FEET (6.1 M) EAST OF CENTER OF ROUTE 1008 AND 30 FEET (9.1 M)
 GW2815'NORTHWEST OF A 14 INCH BLACK OAK, IN THE TOP OF A CONCRETE POST, SET
 GW2815'FLUSH.
 GW2815
 GW2815                          STATION RECOVERY (1997)
 GW2815
 GW2815'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2815'RECOVERED IN GOOD CONDITION.
 GW2815
 GW2815                          STATION RECOVERY (2005)
 GW2815
 GW2815'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0475 ***********************************************************************
 GW0475  DESIGNATION -  APPO RM 1
 GW0475  PID         -  GW0475
 GW0475  STATE/COUNTY-  VA/APPOMATTOX
 GW0475  USGS QUAD   -  APPOMATTOX (1984)
 GW0475
 GW0475                         *CURRENT SURVEY CONTROL
 GW0475  ___________________________________________________________________
 GW0475* NAD 83(1986)-  37 21 48.     (N)    078 50 01.     (W)     SCALED    
 GW0475* NAVD 88     -       269.057  (meters)     882.73   (feet)  ADJUSTED  
 GW0475  ___________________________________________________________________
 GW0475  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW0475  DYNAMIC HT  -         268.863 (meters)     882.09  (feet)  COMP
 GW0475  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 GW0475
 GW0475  VERT ORDER  -  SECOND    CLASS 0
 GW0475
 GW0475.The horizontal coordinates were scaled from a topographic map and have
 GW0475.an estimated accuracy of +/- 6 seconds.
 GW0475
 GW0475.The orthometric height was determined by differential leveling
 GW0475.and adjusted by the National Geodetic Survey in June 1991..
 GW0475
 GW0475.The geoid height was determined by GEOID03.
 GW0475
 GW0475.The dynamic height is computed by dividing the NAVD 88
 GW0475.geopotential number by the normal gravity value computed on the
 GW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0475.degrees latitude (g = 980.6199 gals.).
 GW0475
 GW0475.The modeled gravity was interpolated from observed gravity values.
 GW0475
 GW0475;                    North         East    Units  Estimated Accuracy
 GW0475;SPC VA S     - 1,114,360.    3,470,450.      MT  (+/- 180 meters Scaled)
 GW0475
 GW0475                          SUPERSEDED SURVEY CONTROL
 GW0475
 GW0475  NGVD 29 (??/??/92)  269.296  (m)          883.52   (f) ADJ UNCH    2 0
 GW0475
 GW0475.Superseded values are not recommended for survey control.
 GW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0475.See file dsdata.txt to determine how the superseded data were derived.
 GW0475
 GW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB918373(NAD 83)
 GW0475_MARKER: DR = REFERENCE MARK DISK
 GW0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0475_STAMPING: APPO NO 1 1964
 GW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0475+STABILITY: SURFACE MOTION
 GW0475
 GW0475  HISTORY     - Date     Condition        Report By
 GW0475  HISTORY     - 1964     MONUMENTED       CGS
 GW0475  HISTORY     - 1965     GOOD             NGS
 GW0475  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0475
 GW0475                          STATION DESCRIPTION
 GW0475
 GW0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0475'AT APPOMATTOX.
 GW0475'AT THE APPO STATION SITE, 35.0 FEET WEST OF STATE HIGHWAY 131,
 GW0475'65.82 FEET NORTHEAST OF THE STATION, 6 FEET EAST OF THE CENTER
 GW0475'OF A 4-TRUNKED TREE, 5.0 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 GW0475'MARKER, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 GW0475'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW0475
 GW0475                          STATION RECOVERY (2005)
 GW0475
 GW0475'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2351 ***********************************************************************
 GW2351  DESIGNATION -  APPOMATTOX MICROWAVE RELAY TWR
 GW2351  PID         -  GW2351
 GW2351  STATE/COUNTY-  VA/APPOMATTOX
 GW2351  USGS QUAD   -  APPOMATTOX (1984)
 GW2351
 GW2351                         *CURRENT SURVEY CONTROL
 GW2351  ___________________________________________________________________
 GW2351* NAD 83(1993)-  37 21 41.27832(N)    078 52 06.46280(W)     ADJUSTED  
 GW2351* NAVD 88     -                                                        
 GW2351  ___________________________________________________________________
 GW2351  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 GW2351  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GW2351
 GW2351  HORZ ORDER  -  THIRD
 GW2351
 GW2351.The horizontal coordinates were established by classical geodetic methods
 GW2351.and adjusted by the National Geodetic Survey in September 1995..
 GW2351
 GW2351
 GW2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2351
 GW2351.The geoid height was determined by GEOID03.
 GW2351
 GW2351;                    North         East     Units Scale Factor Converg.
 GW2351;SPC VA S     - 1,114,160.483 3,467,360.361   MT  0.99994541   -0 13 25.1
 GW2351;SPC VA S     - 3,655,374.85 11,375,831.45   sFT  0.99994541   -0 13 25.1
 GW2351;UTM  17      - 4,137,103.561   688,765.916   MT  1.00003894   +1 17 38.0
 GW2351
 GW2351                          SUPERSEDED SURVEY CONTROL
 GW2351
 GW2351  NAD 83(1993)-  37 21 41.27872(N)    078 52 06.46162(W) AD(       ) 4
 GW2351  NAD 83(1986)-  37 21 41.28229(N)    078 52 06.47772(W) AD(       ) 4
 GW2351  NAD 27      -  37 21 40.75165(N)    078 52 07.42828(W) AD(       ) 3
 GW2351
 GW2351.Superseded values are not recommended for survey control.
 GW2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2351.See file dsdata.txt to determine how the superseded data were derived.
 GW2351
 GW2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8876637104(NAD 83)
 GW2351_MARKER: 45 = MICROWAVE TOWER
 GW2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2351+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 GW2351
 GW2351  HISTORY     - Date     Condition        Report By
 GW2351  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2351  HISTORY     - 20050113 GOOD             USPSQD
 GW2351
 GW2351                          STATION DESCRIPTION
 GW2351
 GW2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2351'THE STATION IS LOCATED ABOUT 2 MILES WEST OF APPOMATTOX AND
 GW2351'ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 460.
 GW2351'
 GW2351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460,
 GW2351'STATE ROUTE 26 AND STATE ROUTE 24 IN THE WESTERN PART OF
 GW2351'APPOMATTOX, GO WEST ON U.S. HIGHWAY 460 FOR 1.7 MILES TO
 GW2351'THE STATION ON THE RIGHT.
 GW2351'
 GW2351'THE TOWER IS A 4-LEGGED STEEL CONSTRUCTION, PANTED IN SECTIONS
 GW2351'OF RED AND WHITE AND 416 FEET HIGH.  THE POINT OF INTERSECTION
 GW2351'WAS THE RED LIGHT AT THE TOP.
 GW2351
 GW2351                          STATION RECOVERY (2005)
 GW2351
 GW2351'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2352 ***********************************************************************
 GW2352  DESIGNATION -  APPOMATTOX MUNICIPAL TANK
 GW2352  PID         -  GW2352
 GW2352  STATE/COUNTY-  VA/APPOMATTOX
 GW2352  USGS QUAD   -  APPOMATTOX (1984)
 GW2352
 GW2352                         *CURRENT SURVEY CONTROL
 GW2352  ___________________________________________________________________
 GW2352* NAD 83(1993)-  37 21 33.73900(N)    078 49 36.01467(W)     ADJUSTED  
 GW2352* NAVD 88     -                                                        
 GW2352  ___________________________________________________________________
 GW2352  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GW2352  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GW2352
 GW2352  HORZ ORDER  -  THIRD
 GW2352
 GW2352.The horizontal coordinates were established by classical geodetic methods
 GW2352.and adjusted by the National Geodetic Survey in September 1995..
 GW2352
 GW2352
 GW2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2352
 GW2352.The geoid height was determined by GEOID03.
 GW2352
 GW2352;                    North         East     Units Scale Factor Converg.
 GW2352;SPC VA S     - 1,113,914.438 3,471,061.547   MT  0.99994541   -0 11 53.8
 GW2352;SPC VA S     - 3,654,567.62 11,387,974.43   sFT  0.99994541   -0 11 53.8
 GW2352;UTM  17      - 4,136,955.602   692,472.698   MT  1.00005635   +1 19 09.1
 GW2352
 GW2352                          SUPERSEDED SURVEY CONTROL
 GW2352
 GW2352  NAD 83(1993)-  37 21 33.73926(N)    078 49 36.01327(W) AD(       ) 4
 GW2352  NAD 83(1986)-  37 21 33.74372(N)    078 49 36.03069(W) AD(       ) 4
 GW2352  NAD 27      -  37 21 33.21055(N)    078 49 36.97728(W) AD(       ) 3
 GW2352
 GW2352.Superseded values are not recommended for survey control.
 GW2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2352.See file dsdata.txt to determine how the superseded data were derived.
 GW2352
 GW2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9247336956(NAD 83)
 GW2352_MARKER: 53 = ELEVATED TANK
 GW2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2352+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 GW2352
 GW2352  HISTORY     - Date     Condition        Report By
 GW2352  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2352  HISTORY     - 20050113 GOOD             USPSQD
 GW2352
 GW2352                          STATION DESCRIPTION
 GW2352
 GW2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2352'THE STATION IS LOCATED IN THE NORTHERN PART OF APPOMATTOX.
 GW2352'
 GW2352'THE STEEL TANK IS SUPPORTED BY 4 LEGS, SILVER COLOR AND
 GW2352'ABOUT 100 FEET HIGH.  THE POINT OF INTERSECTION WAS THE
 GW2352'STEEL BALL AT THE TOP.
 GW2352
 GW2352                          STATION RECOVERY (2005)
 GW2352
 GW2352'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2353 ***********************************************************************
 GW2353  DESIGNATION -  APPOMATTOX POLICE RADIO TOWER
 GW2353  PID         -  GW2353
 GW2353  STATE/COUNTY-  VA/APPOMATTOX
 GW2353  USGS QUAD   -  APPOMATTOX (1984)
 GW2353
 GW2353                         *CURRENT SURVEY CONTROL
 GW2353  ___________________________________________________________________
 GW2353* NAD 83(1993)-  37 21 45.27835(N)    078 52 05.56227(W)     ADJUSTED  
 GW2353* NAVD 88     -                                                        
 GW2353  ___________________________________________________________________
 GW2353  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 GW2353  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GW2353
 GW2353  HORZ ORDER  -  THIRD
 GW2353
 GW2353.The horizontal coordinates were established by classical geodetic methods
 GW2353.and adjusted by the National Geodetic Survey in September 1995..
 GW2353
 GW2353
 GW2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2353
 GW2353.The geoid height was determined by GEOID03.
 GW2353
 GW2353;                    North         East     Units Scale Factor Converg.
 GW2353;SPC VA S     - 1,114,283.706 3,467,383.001   MT  0.99994541   -0 13 24.5
 GW2353;SPC VA S     - 3,655,779.13 11,375,905.73   sFT  0.99994541   -0 13 24.5
 GW2353;UTM  17      - 4,137,227.352   688,785.286   MT  1.00003903   +1 17 38.7
 GW2353
 GW2353                          SUPERSEDED SURVEY CONTROL
 GW2353
 GW2353  NAD 83(1993)-  37 21 45.27807(N)    078 52 05.56219(W) AD(       ) 4
 GW2353  NAD 83(1986)-  37 21 45.28123(N)    078 52 05.57738(W) AD(       ) 4
 GW2353  NAD 27      -  37 21 44.75600(N)    078 52 06.51700(W) AD(       ) 3
 GW2353
 GW2353.Superseded values are not recommended for survey control.
 GW2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2353.See file dsdata.txt to determine how the superseded data were derived.
 GW2353
 GW2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8878537227(NAD 83)
 GW2353_MARKER: 43 = RADIO/TV TOWER
 GW2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2353+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 GW2353
 GW2353  HISTORY     - Date     Condition        Report By
 GW2353  HISTORY     - 1941     FIRST OBSERVED   CGS
 GW2353  HISTORY     - 19970315 GOOD             USPSQD
 GW2353  HISTORY     - 20050113 GOOD             USPSQD
 GW2353
 GW2353                          STATION DESCRIPTION
 GW2353
 GW2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2353'THIS INTERSECTION STATION IS THE TALL RADIO TOWER FOR THE
 GW2353'STATE POLICE RADIO STATION ABOUT 2-1/2 MILES W BY N OF THE
 GW2353'TOWN OF APPOMATTOX.  IT IS AT LEAST 200 FEET TALL, ABOUT 2
 GW2353'FEET SQUARE, AND IS PAINTED RED.  THE TOWER IS LIGHTED AT
 GW2353'NIGHT WITH A RED LIGHT ON THE TOP AND TWO OTHER RED LIGHTS
 GW2353'EQUALLY SPACED DOWN THE TOWER.  THE STATION WAS NOT VISITED.
 GW2353
 GW2353                          STATION RECOVERY (1997)
 GW2353
 GW2353'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2353'RECOVERED IN GOOD CONDITION.
 GW2353
 GW2353                          STATION RECOVERY (2005)
 GW2353
 GW2353'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5457 ***********************************************************************
 GV5457  DESIGNATION -  APPOMATTOX RIVER LIGHT
 GV5457  PID         -  GV5457
 GV5457  STATE/COUNTY-  VA/CHESTERFIELD
 GV5457  USGS QUAD   -  HOPEWELL (1994)
 GV5457
 GV5457                         *CURRENT SURVEY CONTROL
 GV5457  ___________________________________________________________________
 GV5457* NAD 83(1993)-  37 19 19.20660(N)    077 16 42.81245(W)     ADJUSTED  
 GV5457* NAVD 88     -                                                        
 GV5457  ___________________________________________________________________
 GV5457  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GV5457  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GV5457
 GV5457  HORZ ORDER  -  THIRD
 GV5457
 GV5457.The horizontal coordinates were established by classical geodetic methods
 GV5457.and adjusted by the National Geodetic Survey in September 1995..
 GV5457
 GV5457
 GV5457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5457
 GV5457.The geoid height was determined by GEOID03.
 GV5457
 GV5457;                    North         East     Units Scale Factor Converg.
 GV5457;SPC VA S     - 1,110,417.438 3,608,253.421   MT  0.99994571   +0 44 28.8
 GV5457;SPC VA S     - 3,643,094.54 11,838,078.10   sFT  0.99994571   +0 44 28.8
 GV5457;UTM  18      - 4,133,028.742   298,106.672   MT  1.00010213   -1 22 55.0
 GV5457
 GV5457                          SUPERSEDED SURVEY CONTROL
 GV5457
 GV5457  NAD 83(1993)-  37 19 19.20728(N)    077 16 42.81240(W) AD(       ) 4
 GV5457  NAD 83(1986)-  37 19 19.21248(N)    077 16 42.83010(W) AD(       ) 4
 GV5457  NAD 27      -  37 19 18.67900(N)    077 16 43.91100(W) AD(       ) 3
 GV5457
 GV5457.Superseded values are not recommended for survey control.
 GV5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5457.See file dsdata.txt to determine how the superseded data were derived.
 GV5457
 GV5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9810733029(NAD 83)
 GV5457_MARKER: 14 = NAVIGATION LIGHT
 GV5457
 GV5457  HISTORY     - Date     Condition        Report By
 GV5457  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5457  HISTORY     - 1942     SEE DESCRIPTION  CGS
 GV5457  HISTORY     - 1942     GOOD             CGS
 GV5457  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5457
 GV5457                          STATION DESCRIPTION
 GV5457
 GV5457'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5457'A SINGLE STEEL PILE WITH CAGE WORK AT TOP, LOCATED ON THE NORTH
 GV5457'SIDE OF THE ENTRANCE TO THE APPOMATTOX RIVER, IN THE WATER.
 GV5457
 GV5457                          STATION RECOVERY (1942)
 GV5457
 GV5457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5457'POSITION DOUBTFUL.  KNOCKED OVER RECENTLY AND MAY NOT HAVE BEEN
 GV5457'PUT BACK IN SAME SPOT.
 GV5457'
 GV5457'OTHERWISE 1938 DESCRIPTION IS ADEQUATE.
 GV5457
 GV5457                          STATION RECOVERY (1942)
 GV5457
 GV5457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5457'OBJECT RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  OBJECT
 GV5457'OBSERVED WAS LIGHT ON TOP OF PILE.
 GV5457'
 GV5457'LIGHT REBUILT IN 1940.
 GV5457
 GV5457                          STATION RECOVERY (2004)
 GV5457
 GV5457'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5458 ***********************************************************************
 GV5458  DESIGNATION -  APPOMATTOX RIVER LIGHT 1942
 GV5458  PID         -  GV5458
 GV5458  STATE/COUNTY-  VA/CHESTERFIELD
 GV5458  USGS QUAD   -  HOPEWELL (1994)
 GV5458
 GV5458                         *CURRENT SURVEY CONTROL
 GV5458  ___________________________________________________________________
 GV5458* NAD 83(1993)-  37 19 19.12316(N)    077 16 43.15531(W)     ADJUSTED  
 GV5458* NAVD 88     -                                                        
 GV5458  ___________________________________________________________________
 GV5458  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GV5458  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GV5458
 GV5458  HORZ ORDER  -  THIRD
 GV5458
 GV5458.The horizontal coordinates were established by classical geodetic methods
 GV5458.and adjusted by the National Geodetic Survey in September 1995..
 GV5458
 GV5458
 GV5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5458
 GV5458.The geoid height was determined by GEOID03.
 GV5458
 GV5458;                    North         East     Units Scale Factor Converg.
 GV5458;SPC VA S     - 1,110,414.757 3,608,245.014   MT  0.99994572   +0 44 28.6
 GV5458;SPC VA S     - 3,643,085.75 11,838,050.52   sFT  0.99994572   +0 44 28.6
 GV5458;UTM  18      - 4,133,026.374   298,098.170   MT  1.00010217   -1 22 55.2
 GV5458
 GV5458                          SUPERSEDED SURVEY CONTROL
 GV5458
 GV5458  NAD 83(1993)-  37 19 19.12384(N)    077 16 43.15525(W) AD(       ) 4
 GV5458  NAD 83(1986)-  37 19 19.12907(N)    077 16 43.17309(W) AD(       ) 4
 GV5458  NAD 27      -  37 19 18.59500(N)    077 16 44.25200(W) AD(       ) 3
 GV5458
 GV5458.Superseded values are not recommended for survey control.
 GV5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5458.See file dsdata.txt to determine how the superseded data were derived.
 GV5458
 GV5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9809833026(NAD 83)
 GV5458_MARKER: 14 = NAVIGATION LIGHT
 GV5458
 GV5458  HISTORY     - Date     Condition        Report By
 GV5458  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5458  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5458
 GV5458                          STATION DESCRIPTION
 GV5458
 GV5458'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2354 ***********************************************************************
 GW2354  DESIGNATION -  APPOMATTOX TRANSCON GAS MAST
 GW2354  PID         -  GW2354
 GW2354  STATE/COUNTY-  VA/APPOMATTOX
 GW2354  USGS QUAD   -  APPOMATTOX (1984)
 GW2354
 GW2354                         *CURRENT SURVEY CONTROL
 GW2354  ___________________________________________________________________
 GW2354* NAD 83(1993)-  37 20 36.58774(N)    078 52 23.02336(W)     ADJUSTED  
 GW2354* NAVD 88     -                                                        
 GW2354  ___________________________________________________________________
 GW2354  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 GW2354  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GW2354
 GW2354  HORZ ORDER  -  THIRD
 GW2354
 GW2354.The horizontal coordinates were established by classical geodetic methods
 GW2354.and adjusted by the National Geodetic Survey in September 1995..
 GW2354
 GW2354
 GW2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2354
 GW2354.The geoid height was determined by GEOID03.
 GW2354
 GW2354;                    North         East     Units Scale Factor Converg.
 GW2354;SPC VA S     - 1,112,167.865 3,466,944.985   MT  0.99994549   -0 13 35.1
 GW2354;SPC VA S     - 3,648,837.40 11,374,468.67   sFT  0.99994549   -0 13 35.1
 GW2354;UTM  17      - 4,135,100.457   688,403.412   MT  1.00003726   +1 17 26.0
 GW2354
 GW2354                          SUPERSEDED SURVEY CONTROL
 GW2354
 GW2354  NAD 83(1993)-  37 20 36.58805(N)    078 52 23.02229(W) AD(       ) 4
 GW2354  NAD 83(1986)-  37 20 36.59155(N)    078 52 23.03872(W) AD(       ) 4
 GW2354  NAD 27      -  37 20 36.06182(N)    078 52 23.98346(W) AD(       ) 3
 GW2354
 GW2354.Superseded values are not recommended for survey control.
 GW2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2354.See file dsdata.txt to determine how the superseded data were derived.
 GW2354
 GW2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8840335100(NAD 83)
 GW2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2354+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 GW2354
 GW2354  HISTORY     - Date     Condition        Report By
 GW2354  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2354  HISTORY     - 19970315 GOOD             USPSQD
 GW2354  HISTORY     - 20050113 GOOD             USPSQD
 GW2354
 GW2354                          STATION DESCRIPTION
 GW2354
 GW2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2354'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF APPOMATTOX
 GW2354'AND ABOUT 1 MILE SOUTH OF U.S. HIGHWAY 460.
 GW2354'
 GW2354'TO REACH THE STATION FROM THE POST OFFICE IN APPOMATTOX,
 GW2354'GO SOUTH ON COURT STREET FOR 0.05 MILE TO THE JUNCTION OF
 GW2354'COUNTY ROUTE 691, CONTINUE STRAIGHT AHEAD ON COUNTY ROUTE
 GW2354'691 FOR 3 MILE TO THE STATION ON THE LEFT.
 GW2354'
 GW2354'THE MAST IS A SQUARE SKELETON STEEL CONSTRUCTION, PANTED
 GW2354'IN SECTIONS OF RED AND WHITE AND 290 FEET HIGH.  THE MAST
 GW2354'HAS A ROUND REFLECTOR AT THE TOP.  THE POINT OF INTERSECTION
 GW2354'WAS THE STEEL ROD AT THE TOP.
 GW2354
 GW2354                          STATION RECOVERY (1997)
 GW2354
 GW2354'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2354'RECOVERED IN GOOD CONDITION.
 GW2354
 GW2354                          STATION RECOVERY (2005)
 GW2354
 GW2354'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0538 ***********************************************************************
 GV0538  DESIGNATION -  APS 1
 GV0538  PID         -  GV0538
 GV0538  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0538  USGS QUAD   -  YORKTOWN (1994)
 GV0538
 GV0538                         *CURRENT SURVEY CONTROL
 GV0538  ___________________________________________________________________
 GV0538* NAD 83(1986)-  37 07 58.     (N)    076 30 04.     (W)     SCALED    
 GV0538* NAVD 88     -        10.949  (meters)      35.92   (feet)  ADJUSTED  
 GV0538  ___________________________________________________________________
 GV0538  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV0538  DYNAMIC HT  -          10.941 (meters)      35.90  (feet)  COMP
 GV0538  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 GV0538
 GV0538  VERT ORDER  -  FIRST     CLASS II
 GV0538
 GV0538.This mark is at Newport News/williamsburg Intl Airport (PHF)
 GV0538
 GV0538.The horizontal coordinates were scaled from a topographic map and have
 GV0538.an estimated accuracy of +/- 6 seconds.
 GV0538
 GV0538.The orthometric height was determined by differential leveling
 GV0538.and adjusted by the National Geodetic Survey in June 1991..
 GV0538
 GV0538.The geoid height was determined by GEOID03.
 GV0538
 GV0538.The dynamic height is computed by dividing the NAVD 88
 GV0538.geopotential number by the normal gravity value computed on the
 GV0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0538.degrees latitude (g = 980.6199 gals.).
 GV0538
 GV0538.The modeled gravity was interpolated from observed gravity values.
 GV0538
 GV0538;                    North         East    Units  Estimated Accuracy
 GV0538;SPC VA S     - 1,090,600.    3,677,590.      MT  (+/- 180 meters Scaled)
 GV0538
 GV0538                          SUPERSEDED SURVEY CONTROL
 GV0538
 GV0538  NGVD 29 (??/??/??)   11.309  (m)           37.10   (f) ADJUSTED    1 2
 GV0538
 GV0538.Superseded values are not recommended for survey control.
 GV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0538.See file dsdata.txt to determine how the superseded data were derived.
 GV0538
 GV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG666106(NAD 83)
 GV0538_MARKER: Q = CHISELED SQUARE
 GV0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0538_SP_SET: FOOTING
 GV0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0538
 GV0538  HISTORY     - Date     Condition        Report By
 GV0538  HISTORY     - UNK      MONUMENTED       CGS
 GV0538  HISTORY     - 1971     GOOD             NGS
 GV0538  HISTORY     - 1976     GOOD             NGS
 GV0538  HISTORY     - 1978     GOOD             DMA
 GV0538
 GV0538                          STATION DESCRIPTION
 GV0538
 GV0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0538'AT NEWPORT NEWS.
 GV0538'AT NEWPORT NEWS, ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY
 GV0538'173 (DENBIGH ROAD) FROM THE OVERPASS FOR THE CHESAPEAKE AND OHIO
 GV0538'RAILWAY AT ORIANA (A SUB-DIVISION OF NEWPORT NEWS), THENCE 0.9
 GV0538'MILE SOUTHEAST ALONG STATE HIGHWAY 143, THENCE 0.7 MILE NORTHEAST
 GV0538'ALONG BLAND BOULEVARD, AT THE PATRICK HENRY AIRPORT, 189 FEET
 GV0538'SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD THAT LEADS TO A
 GV0538'PARKING AREA, 124 FEET NORTHWEST OF THE NORTH CORNER OF THE TALLEST
 GV0538'PORTION OF THE ADMINISTRATION BUILDING, 28.8 FEET NORTHEAST OF THE
 GV0538'EAST CORNER OF A SMALL CONCRETE BLOCK HOUSE, 1.0 FOOT NORTH OF
 GV0538'BENCH MARK W 312, ABOUT LEVEL WITH THE GROUND, AND IS A 2-INCH
 GV0538'CHISELED SQUARE ON THE TOP OF THE SOUTH CONCRETE FOOTING FOR A
 GV0538'BEACON TOWER.
 GV0538
 GV0538                          STATION RECOVERY (1976)
 GV0538
 GV0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV0538'RECOVERED IN GOOD CONDITION.
 GV0538
 GV0538                          STATION RECOVERY (1978)
 GV0538
 GV0538'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0540 ***********************************************************************
 GV0540  DESIGNATION -  APS 2
 GV0540  PID         -  GV0540
 GV0540  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0540  USGS QUAD   -  YORKTOWN (1994)
 GV0540
 GV0540                         *CURRENT SURVEY CONTROL
 GV0540  ___________________________________________________________________
 GV0540* NAD 83(1986)-  37 07 59.     (N)    076 30 01.     (W)     SCALED    
 GV0540* NAVD 88     -        10.867  (meters)      35.65   (feet)  ADJUSTED  
 GV0540  ___________________________________________________________________
 GV0540  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV0540  DYNAMIC HT  -          10.859 (meters)      35.63  (feet)  COMP
 GV0540  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 GV0540
 GV0540  VERT ORDER  -  FIRST     CLASS II
 GV0540
 GV0540.This mark is at Newport News/williamsburg Intl Airport (PHF)
 GV0540
 GV0540.The horizontal coordinates were scaled from a topographic map and have
 GV0540.an estimated accuracy of +/- 6 seconds.
 GV0540
 GV0540.The orthometric height was determined by differential leveling
 GV0540.and adjusted by the National Geodetic Survey in June 1991..
 GV0540
 GV0540.The geoid height was determined by GEOID03.
 GV0540
 GV0540.The dynamic height is computed by dividing the NAVD 88
 GV0540.geopotential number by the normal gravity value computed on the
 GV0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0540.degrees latitude (g = 980.6199 gals.).
 GV0540
 GV0540.The modeled gravity was interpolated from observed gravity values.
 GV0540
 GV0540;                    North         East    Units  Estimated Accuracy
 GV0540;SPC VA S     - 1,090,630.    3,677,670.      MT  (+/- 180 meters Scaled)
 GV0540
 GV0540                          SUPERSEDED SURVEY CONTROL
 GV0540
 GV0540  NGVD 29 (??/??/??)   11.227  (m)           36.83   (f) ADJUSTED    1 2
 GV0540
 GV0540.Superseded values are not recommended for survey control.
 GV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0540.See file dsdata.txt to determine how the superseded data were derived.
 GV0540
 GV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG667106(NAD 83)
 GV0540_MARKER: Q = CHISELED SQUARE
 GV0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0540_SP_SET: CONCRETE APRON
 GV0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0540
 GV0540  HISTORY     - Date     Condition        Report By
 GV0540  HISTORY     - UNK      MONUMENTED       CGS
 GV0540  HISTORY     - 1971     GOOD             NGS
 GV0540  HISTORY     - 1974     GOOD             NGS
 GV0540  HISTORY     - 1978     GOOD             DMA
 GV0540
 GV0540                          STATION DESCRIPTION
 GV0540
 GV0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0540'AT NEWPORT NEWS.
 GV0540'AT NEWPORT NEWS, ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 173
 GV0540'(DENBIGH ROAD) FROM THE OVERPASS FOR THE CHESAPEAKE AND OHIO
 GV0540'RAILWAY AT ORIANA (A SUB-DIVISION OF NEWPORT NEWS), THENCE 0.9
 GV0540'MILE SOUTHEAST ALONG STATE HIGHWAY 143, THENCE 0.7 MILE NORTHEAST
 GV0540'ALONG BLAND BOULEVARD, AT THE PATRICK HENRY AIRPORT, 24.8 FEET
 GV0540'SOUTHEAST OF THE EAST CORNER OF THE FEDERAL AVIATION ADMINISTRATION
 GV0540'CONTROL TOWER, 13.0 FEET SOUTH OF THE SOUTH CORNER OF THE
 GV0540'AERONAUTICAL RADIO ROOM, 11.3 FEET NORTH OF THE EAST CORNER OF
 GV0540'THE FREIGHT OFFICE, 5 FEET SOUTHEAST OF THE EAST CORNER OF A 3- X
 GV0540'3-FOOT MANHOLE COVER, AND IS A 2-INCH CHISELED SQUARE ON THE TOP
 GV0540'OF A CONCRETE APRON.
 GV0540
 GV0540                          STATION RECOVERY (1974)
 GV0540
 GV0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV0540'RECOVERED IN GOOD CONDITION.
 GV0540
 GV0540                          STATION RECOVERY (1978)
 GV0540
 GV0540'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0490 ***********************************************************************
 FW0490  DESIGNATION -  ARBUCKLE
 FW0490  PID         -  FW0490
 FW0490  STATE/COUNTY-  VA/ACCOMACK
 FW0490  USGS QUAD   -  BLOXOM (1979)
 FW0490
 FW0490                         *CURRENT SURVEY CONTROL
 FW0490  ___________________________________________________________________
 FW0490* NAD 83(1993)-  37 51 58.17038(N)    075 30 43.22907(W)     ADJUSTED  
 FW0490* NAVD 88     -         9.363  (meters)      30.72   (feet)  POSTED    
 FW0490  ___________________________________________________________________
 FW0490  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FW0490  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0490  DYNAMIC HT  -           9.360 (meters)      30.71  (feet)  COMP
 FW0490  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 FW0490
 FW0490  HORZ ORDER  -  FIRST
 FW0490  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0490
 FW0490.The horizontal coordinates were established by classical geodetic methods
 FW0490.and adjusted by the National Geodetic Survey in November 1994..
 FW0490
 FW0490.The orthometric height was determined by differential leveling
 FW0490.and adjusted by the National Geodetic Survey in 1992..
 FW0490.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0490.rate of 1.1 thru 2.0 mm/km.
 FW0490
 FW0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0490
 FW0490.The geoid height was determined by GEOID03.
 FW0490
 FW0490.The dynamic height is computed by dividing the NAVD 88
 FW0490.geopotential number by the normal gravity value computed on the
 FW0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0490.degrees latitude (g = 980.6199 gals.).
 FW0490
 FW0490.The modeled gravity was interpolated from observed gravity values.
 FW0490
 FW0490;                    North         East     Units Scale Factor Converg.
 FW0490;SPC VA S     - 1,174,270.251 3,762,870.631   MT  0.99998320   +1 48 48.6
 FW0490;SPC VA S     - 3,852,584.98 12,345,351.40   sFT  0.99998320   +1 48 48.6
 FW0490;UTM  18      - 4,191,088.704   454,965.333   MT  0.99962498   -0 18 51.4
 FW0490
 FW0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0490!SPC VA S     -   1.00000427  x   0.99998320  =   0.99998747
 FW0490!UTM  18      -   1.00000427  x   0.99962498  =   0.99962925
 FW0490
 FW0490:                Primary Azimuth Mark                     Grid Az
 FW0490:SPC VA S     -  WALLOPS STATION NASA TANK                020 42 10.3
 FW0490:UTM  18      -  WALLOPS STATION NASA TANK                022 49 50.3
 FW0490
 FW0490|---------------------------------------------------------------------|
 FW0490| PID    Reference Object                     Distance      Geod. Az  |
 FW0490|                                                           dddmmss.s |
 FW0490| FW0840 WALLOPS STATION NASA TANK           APPROX. 8.8 KM 0223058.9 |
 FW0490| FW0491 ARBUCKLE RM 1                        27.416 METERS 03026     |
 FW0490| FW0791 WALLOPS ISLAND NASA WATER TANK      APPROX. 3.9 KM 1325958.4 |
 FW0490| FW0492 ARBUCKLE RM 2                        26.781 METERS 13736     |
 FW0490| FW0489 ARBUCKLE AZ MK                                     3184245.3 |
 FW0490|---------------------------------------------------------------------|
 FW0490
 FW0490                          SUPERSEDED SURVEY CONTROL
 FW0490
 FW0490  NAD 83(1993)-  37 51 58.16929(N)    075 30 43.23524(W) AD(       ) 1
 FW0490  NAD 83(1986)-  37 51 58.16783(N)    075 30 43.26490(W) AD(       ) 1
 FW0490  NAD 27      -  37 51 57.71789(N)    075 30 44.53413(W) AD(       ) 1
 FW0490  NGVD 29 (??/??/??)    9.609  (m)           31.53   (f) ADJUSTED    1 2
 FW0490
 FW0490.Superseded values are not recommended for survey control.
 FW0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0490.See file dsdata.txt to determine how the superseded data were derived.
 FW0490
 FW0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5496591089(NAD 83)
 FW0490_MARKER: DS = TRIANGULATION STATION DISK
 FW0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0490_STAMPING: ARBUCKLE 1949
 FW0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0490+STABILITY: SURFACE MOTION
 FW0490
 FW0490  HISTORY     - Date     Condition        Report By
 FW0490  HISTORY     - 1949     MONUMENTED       CGS
 FW0490  HISTORY     - 1949     GOOD             CGS
 FW0490  HISTORY     - 1958     GOOD             CGS
 FW0490  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW0490  HISTORY     - 1961     GOOD             CGS
 FW0490  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0490  HISTORY     - 1975     GOOD             NGS
 FW0490
 FW0490                          STATION DESCRIPTION
 FW0490
 FW0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0490'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WATTSVILLE ON PROPERTY
 FW0490'OWNED BY MR. FRED CHESSER.  IT IS 25 FEET EAST OF THE CENTER
 FW0490'OF A SAND ROAD, 20 FEET NORTHEAST OF A FENCE CORNER, 15 FEET
 FW0490'NORTH OF A FENCE LINE AND 14 FEET EAST OF A FENCE LINE.  THE
 FW0490'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 FW0490'DISK IS STAMPED ARBUCKLE 1949.
 FW0490'
 FW0490'REFERENCE MARK NO. 1 IS 13 FEET EAST OF THE CENTER OF THE
 FW0490'ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 FW0490'THE DISK IS STAMPED ARBUCKLE NO 1 1949.
 FW0490'
 FW0490'REFERENCE MARK NO. 2 IS 30 FEET WEST OF A FENCE CORNER AND
 FW0490'1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 FW0490'IS STAMPED ARBUCKLE NO 2 1949.
 FW0490'
 FW0490'THE AZIMUTH MARK IS 130 FEET SOUTH OF THE SOUTHEAST CORNER
 FW0490'OF THE RESIDENCE OF MR. C.E. ROSS AND 1 FOOT EAST OF THE
 FW0490'NORTHEAST CORNER OF A BARN.  THE MARK IS FLUSH AND THE DISK
 FW0490'IS STAMPED ARBUCKLE 1949.
 FW0490'
 FW0490'TO REACH THE STATION FROM THE MAIN GATE OF THE CHINCOTEAGUE
 FW0490'NAVAL AIR BASE GO WEST ON PAVED ROAD FOR 1.5 MILES TO A PAVED
 FW0490'CROSS ROAD AT WATTSVILLE, TURN LEFT AND GO SOUTH 7.35 MILE
 FW0490'TO A SAND T-ROAD LEFT, TURN LEFT AND GO EAST FOR 0.5 MILE
 FW0490'TO THE RESIDENCE OF MR. C.E. ROSS AND THE AZIMUTH MARK ON
 FW0490'THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO A SAND ROAD,
 FW0490'TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE STATION ON THE
 FW0490'LEFT AS DESCRIBED.
 FW0490'
 FW0490'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FW0490
 FW0490                          STATION RECOVERY (1949)
 FW0490
 FW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FW0490'3.3 MI SE FROM ATLANTIC.
 FW0490'2.3 MILES SOUTH ALONG STATE HIGHWAY 679 FROM THE POST OFFICE AT
 FW0490'ATLANTIC, THENCE 0.9 MILE EAST ALONG A SAND ROAD, THENCE 0.1 MILE
 FW0490'SOUTH ALONG A FARM LANE, 21 FEET NORTHEAST OF A FENCE CORNER, 15
 FW0490'FEET NORTH OF A FENCE LINE, 14 FEET EAST OF A FENCE LINE, AND 16
 FW0490'INCHES LOWER THAN THE SURFACE OF THE GROUND.  A STANDARD
 FW0490'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST 16
 FW0490'INCHES BELOW THE LEVEL OF THE GROUND.
 FW0490
 FW0490                          STATION RECOVERY (1958)
 FW0490
 FW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (SMR)
 FW0490'STATION WAS FOUND 12 INCHES BELOW THE GROUND IN A CULTIVATED
 FW0490'FIELD.  ALL FENCES IN THE DESCRIPTION HAVE BEEN REMOVED
 FW0490'AND THE .15 ALONG SAND ROAD SHOULD READ 435 FEET ALONG SAND
 FW0490'ROAD.
 FW0490
 FW0490                          STATION RECOVERY (1958)
 FW0490
 FW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0490'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE DESCRIPTION
 FW0490'IS NOT VERY GOOD, THE MILEAGE DID NOT CHECK.  WE FINALLY FOUND
 FW0490'THE AZIMUTH MARK NEAR THE CORNER OF THE BARN OF MR. E.C. ROSS.
 FW0490'MR. ROSS WENT WITH US TO TRY TO SHOW US THE VICINITY WHERE
 FW0490'THE TOWER ONCE STOOD BUT NOTHING IS THE SAME IN THE AREA AS
 FW0490'DESCRIBED.  ALL THE FENCES MENTIONED ARE NOW GONE.  NONE
 FW0490'OF THE R.M.S COULD BE FOUND.  SINCE THE STATION WAS 12 INCHES
 FW0490'BELOW THE SURFACE IT IS STILL PROBABLY THERE IN THE OPEN
 FW0490'CULTIVATED FIELD.  SINCE WE HAD A CHOICE OF STATIONS IN THIS
 FW0490'VICINITY WE DID NOT TAKE THE TIME TO LOOK FURTHER.
 FW0490'
 FW0490'THE OLD TO REACH IS SO FAR OUT A NEW TO REACH FOLLOWS--REACHED
 FW0490'FROM THE CROSSROADS IN WATTSVILLE AS FOLLOWS--GO S ON ROUTE
 FW0490'NO 679 4.5 MILES TO THE ASSAWOMAN METHODIST CH., TURN LEFT
 FW0490'ON SAND ROAD NO 803 AND GO 0.45 MILE TO A 2 STORY WHITE
 FW0490'SHINGLE HOUSE ON THE RIGHT (E.C. ROSS HOME) AND AZIMUTH MARK
 FW0490'AT THE E CORNER OF THE SMALL BARN BACK OF THE HOUSE, 38 PACES
 FW0490'WSW OF THE SMALL BACK PORCH.  FROM THE AZIMUTH CONTINUE ON
 FW0490'EASTERLY AS DESCRIBED TO THE STATION.
 FW0490
 FW0490                          STATION RECOVERY (1961)
 FW0490
 FW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0490'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  THE
 FW0490'REFERENCE WERE SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 FW0490'THEY HAVE BEEN DESTROYED BY CULTIVATING THE FIELD.  THE 1949
 FW0490'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 FW0490'
 FW0490'(1) ALL FENCES ARE GONE.
 FW0490'
 FW0490'(2) STATION IS 1 FOOT BELOW THE SURFACE OF A CULTIVATED FIELD,
 FW0490'436 FEET SOUTH OF THE PAVED ROAD LEADING TO WALLOPS ISLAND,
 FW0490'280 FEET EAST OF THE CORNER OF A PATCH OF TREES AND 40.3
 FW0490'FEET NORTHEAST OF A LONE BUSH AT A 90 DEGREE TURN IN THE
 FW0490'FIELD ROAD.  THE 1949 DESCRIPTION OF THE AZIMUTH MARK IS GOOD.
 FW0490
 FW0490                          STATION RECOVERY (1963)
 FW0490
 FW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0490'MARK NOT FOUND.
 FW0490
 FW0490                          STATION RECOVERY (1975)
 FW0490
 FW0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0490'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0490'CONDITION.  IT WAS FOUND TO BE 602 FEET EAST OF A POWER POLE NO. 53
 FW0490'WITH A SMALL TRIANGLE INSCRIBED ON THE EAST SIDE OF THIS POLE,
 FW0490'438.5 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 444.2 FEET
 FW0490'SOUTHWEST OF A LONE TREE THAT HAS ABOUT A 32 INCH DIAMETER TRUNK,
 FW0490'40.5 FEET NORTHEAST OF A WAGON AXLE THAT HAS BEEN DRIVEN INTO
 FW0490'THE GROUND AND THIS AXLE NOW IS PROJECTING ABOUT 2 FEET ABOVE THE
 FW0490'GROUND LEVEL AND THE MARK IS 12 INCHES BELOW THE GROUND IN A
 FW0490'CULTIVATED FIELD.
 FW0490'
 FW0490'THIS STATION SITE IS ON PROPERTY OWNED BY MR. ROBERT C DARBY, AND HE
 FW0490'IS THE GENERAL MANAGER FOR THE FRED S. CHESSER COMPANY, GROWERS AND
 FW0490'PACKERS.  HIS OFFICE IS LOCATED 0.7 MILE WEST OF THE STATION SITE
 FW0490'AT THE FARM PACKERS MAIN OFFICE.  PERMISSION IS NEEDED TO USE THIS
 FW0490'STATION MARK.  IF CROP DAMAGE IS DONE PAYMENT IS EXPECTED.
 FW0490'
 FW0490'THE AZIMUTH MARK WAS NOT RECOVERED BY ME.  MR. DONALD ROSS STATED
 FW0490'THAT THE MARK WAS ALRIGHT.  THE OLD BARN MENTIONED IN THE 1949
 FW0490'DESCRIPTION HAS BEEN TORN DOWN AND A NEW BUILDING BUILT.  THIS
 FW0490'AZIMUTH MARK IS NOW UNDER A GRAVELED DRIVEWAY AND I DID NOT
 FW0490'DIG IT UP AT THIS TIME.
 FW0490'
 FW0490'THE REFERENCE MARKS WERE NOT RECOVERED BY ME.  IN THE 1961 RECOVERY
 FW0490'NOTE THE REFERENCE MARKS WERE NOT FOUND AT THAT TIME EITHER.
 FW0490'
 FW0490'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC, GO SOUTHERLY
 FW0490'FOLLOWING STATE ROAD 679 FOR 2.3 MILES TO THE ASSWOMAN METHODIST
 FW0490'CHURCH ON THE RIGHT AND A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 FW0490'EASTERLY FOLLOWING THE PAVED ROAD FOR 0.1 MILE TO THE FARM OFFICE
 FW0490'ON THE RIGHT, CONTINUE ON EASTERLY FOLLOWING THE PAVED ROAD FOR 0.7
 FW0490'MILE TO A FARM FIELD APPROACH ON THE RIGHT AND THE STATION SITE AS
 FW0490'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0489 ***********************************************************************
 FW0489  DESIGNATION -  ARBUCKLE AZ MK
 FW0489  PID         -  FW0489
 FW0489  STATE/COUNTY-  VA/ACCOMACK
 FW0489  USGS QUAD   -  BLOXOM (1979)
 FW0489
 FW0489                         *CURRENT SURVEY CONTROL
 FW0489  ___________________________________________________________________
 FW0489* NAD 83(1986)-  37 52 11.     (N)    075 30 57.     (W)     SCALED    
 FW0489* NAVD 88     -        10.543  (meters)      34.59   (feet)  ADJUSTED  
 FW0489  ___________________________________________________________________
 FW0489  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0489  DYNAMIC HT  -          10.536 (meters)      34.57  (feet)  COMP
 FW0489  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 FW0489
 FW0489  VERT ORDER  -  FIRST     CLASS I
 FW0489
 FW0489.The horizontal coordinates were scaled from a topographic map and have
 FW0489.an estimated accuracy of +/- 6 seconds.
 FW0489
 FW0489.The orthometric height was determined by differential leveling
 FW0489.and adjusted by the National Geodetic Survey in June 1991..
 FW0489
 FW0489.The geoid height was determined by GEOID03.
 FW0489
 FW0489.The dynamic height is computed by dividing the NAVD 88
 FW0489.geopotential number by the normal gravity value computed on the
 FW0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0489.degrees latitude (g = 980.6199 gals.).
 FW0489
 FW0489.The modeled gravity was interpolated from observed gravity values.
 FW0489
 FW0489;                    North         East    Units  Estimated Accuracy
 FW0489;SPC VA S     - 1,174,660.    3,762,520.      MT  (+/- 180 meters Scaled)
 FW0489
 FW0489                          SUPERSEDED SURVEY CONTROL
 FW0489
 FW0489  NGVD 29 (??/??/??)   10.792  (m)           35.41   (f) ADJUSTED    1 1
 FW0489
 FW0489.Superseded values are not recommended for survey control.
 FW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0489.See file dsdata.txt to determine how the superseded data were derived.
 FW0489
 FW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG546914(NAD 83)
 FW0489_MARKER: DZ = AZIMUTH MARK DISK
 FW0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0489_STAMPING: ARBUCKLE 1949
 FW0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0489+STABILITY: SURFACE MOTION
 FW0489
 FW0489  HISTORY     - Date     Condition        Report By
 FW0489  HISTORY     - 1949     MONUMENTED       CGS
 FW0489  HISTORY     - 1963     GOOD             CGS
 FW0489
 FW0489                          STATION DESCRIPTION
 FW0489
 FW0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0489'2.5 MI SW FROM ATLANTIC.
 FW0489'ABOUT 2.1 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 679 FROM
 FW0489'THE INTERSECTION OF SECONDARY STATE HIGHWAY 702 AT ATLANTIC,
 FW0489'THENCE 0.4 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 803, 214
 FW0489'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 120 FEET SOUTHWEST OF
 FW0489'SOUTH CORNER OF A TWO STORY WHITE FRAME HOUSE, 13 FEET NORTHWEST
 FW0489'OF CENTER LINE OF FARM ROAD LEADING SOUTHWEST, 1 FOOT SOUTHEAST OF
 FW0489'EAST CORNER OF A SHED, AND SET IN THE TOP OF A CONCRETE POST
 FW0489'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0491 ***********************************************************************
 FW0491  DESIGNATION -  ARBUCKLE RM 1
 FW0491  PID         -  FW0491
 FW0491  STATE/COUNTY-  VA/ACCOMACK
 FW0491  USGS QUAD   -  BLOXOM (1979)
 FW0491
 FW0491                         *CURRENT SURVEY CONTROL
 FW0491  ___________________________________________________________________
 FW0491* NAD 83(1986)-  37 51 57.     (N)    075 30 44.     (W)     SCALED    
 FW0491* NAVD 88     -         9.552  (meters)      31.34   (feet)  POSTED    
 FW0491  ___________________________________________________________________
 FW0491  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0491  DYNAMIC HT  -           9.550 (meters)      31.33  (feet)  COMP
 FW0491  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 FW0491
 FW0491  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0491
 FW0491.The horizontal coordinates were scaled from a topographic map and have
 FW0491.an estimated accuracy of +/- 6 seconds.
 FW0491
 FW0491.The orthometric height was determined by differential leveling
 FW0491.and adjusted by the National Geodetic Survey in 1992..
 FW0491.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0491.rate of 1.1 thru 2.0 mm/km.
 FW0491
 FW0491.The geoid height was determined by GEOID03.
 FW0491
 FW0491.The dynamic height is computed by dividing the NAVD 88
 FW0491.geopotential number by the normal gravity value computed on the
 FW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0491.degrees latitude (g = 980.6199 gals.).
 FW0491
 FW0491.The modeled gravity was interpolated from observed gravity values.
 FW0491
 FW0491;                    North         East    Units  Estimated Accuracy
 FW0491;SPC VA S     - 1,174,230.    3,762,850.      MT  (+/- 180 meters Scaled)
 FW0491
 FW0491                          SUPERSEDED SURVEY CONTROL
 FW0491
 FW0491  NGVD 29 (??/??/??)    9.798  (m)           32.15   (f) ADJUSTED    1 2
 FW0491
 FW0491.Superseded values are not recommended for survey control.
 FW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0491.See file dsdata.txt to determine how the superseded data were derived.
 FW0491
 FW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG549910(NAD 83)
 FW0491_MARKER: DR = REFERENCE MARK DISK
 FW0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0491_STAMPING: ARBUCKLE NO 1 1949
 FW0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0491+STABILITY: SURFACE MOTION
 FW0491
 FW0491  HISTORY     - Date     Condition        Report By
 FW0491  HISTORY     - 1949     MONUMENTED       CGS
 FW0491  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0491
 FW0491                          STATION DESCRIPTION
 FW0491
 FW0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FW0491'3.3 MI SE FROM ATLANTIC.
 FW0491'2.3 MILES SOUTH ALONG STATE HIGHWAY 679 FROM THE POST OFFICE
 FW0491'AT ATLANTIC, THENCE EAST 0.9 MILE ALONG A SAND ROAD, THENCE 0.1
 FW0491'MILE SOUTH ALONG A FARM LANE, 15 FEET EAST OF THE CENTER LINE OF
 FW0491'THE LANE, AND 1 FOOT EAST OF A FENCE LINE.  A STANDARD REFERENCE
 FW0491'MARK DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FW0491'GROUND.
 FW0491
 FW0491                          STATION RECOVERY (1963)
 FW0491
 FW0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0492 ***********************************************************************
 FW0492  DESIGNATION -  ARBUCKLE RM 2
 FW0492  PID         -  FW0492
 FW0492  STATE/COUNTY-  VA/ACCOMACK
 FW0492  USGS QUAD   -  BLOXOM (1979)
 FW0492
 FW0492                         *CURRENT SURVEY CONTROL
 FW0492  ___________________________________________________________________
 FW0492* NAD 83(1986)-  37 51 57.     (N)    075 30 44.     (W)     SCALED    
 FW0492* NAVD 88     -        10.022  (meters)      32.88   (feet)  POSTED    
 FW0492  ___________________________________________________________________
 FW0492  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0492  DYNAMIC HT  -          10.010 (meters)      32.84  (feet)  COMP
 FW0492  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 FW0492
 FW0492  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FW0492
 FW0492.The horizontal coordinates were scaled from a topographic map and have
 FW0492.an estimated accuracy of +/- 6 seconds.
 FW0492
 FW0492.The orthometric height was determined by differential leveling
 FW0492.and adjusted by the National Geodetic Survey in 1992..
 FW0492.No vertical observational check was made to the station.
 FW0492.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FW0492.was located on a no-check spur therefore a value was not computed.
 FW0492
 FW0492.The geoid height was determined by GEOID03.
 FW0492
 FW0492.The dynamic height is computed by dividing the NAVD 88
 FW0492.geopotential number by the normal gravity value computed on the
 FW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0492.degrees latitude (g = 980.6199 gals.).
 FW0492
 FW0492.The modeled gravity was interpolated from observed gravity values.
 FW0492
 FW0492;                    North         East    Units  Estimated Accuracy
 FW0492;SPC VA S     - 1,174,230.    3,762,850.      MT  (+/- 180 meters Scaled)
 FW0492
 FW0492                          SUPERSEDED SURVEY CONTROL
 FW0492
 FW0492  NGVD 29 (??/??/??)   10.268  (m)           33.69   (f) ADJUSTED    1 2
 FW0492
 FW0492.Superseded values are not recommended for survey control.
 FW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0492.See file dsdata.txt to determine how the superseded data were derived.
 FW0492
 FW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG549910(NAD 83)
 FW0492_MARKER: DR = REFERENCE MARK DISK
 FW0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0492_STAMPING: ARBUCKLE NO 2 1949
 FW0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0492+STABILITY: SURFACE MOTION
 FW0492
 FW0492  HISTORY     - Date     Condition        Report By
 FW0492  HISTORY     - 1949     MONUMENTED       CGS
 FW0492  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0492
 FW0492                          STATION DESCRIPTION
 FW0492
 FW0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FW0492'3.3 MI SE FROM ATLANTIC.
 FW0492'2.3 MILES SOUTH ALONG STATE HIGHWAY 679 FROM THE POST OFFICE AT
 FW0492'ATLANTIC, THENCE EAST 0.9 MILE ALONG A SAND ROAD, THENCE 0.1 MILE
 FW0492'SOUTH ALONG A FARM LANE, 33 FEET WEST OF A FENCE CORNER, AND 1
 FW0492'FOOT NORTH OF A FENCE.  A STANDARD REFERENCE MARK DISK SET IN THE
 FW0492'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FW0492
 FW0492                          STATION RECOVERY (1963)
 FW0492
 FW0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4609 ***********************************************************************
 GV4609  DESIGNATION -  ARCHERSHAPE
 GV4609  PID         -  GV4609
 GV4609  STATE/COUNTY-  VA/JAMES CITY
 GV4609  USGS QUAD   -  HOG ISLAND (1984)
 GV4609
 GV4609                         *CURRENT SURVEY CONTROL
 GV4609  ___________________________________________________________________
 GV4609* NAD 83(1993)-  37 13 04.41039(N)    076 42 04.76088(W)     ADJUSTED  
 GV4609* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4609  ___________________________________________________________________
 GV4609  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV4609  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 GV4609
 GV4609  HORZ ORDER  -  THIRD
 GV4609
 GV4609.The horizontal coordinates were established by classical geodetic methods
 GV4609.and adjusted by the National Geodetic Survey in September 1995..
 GV4609
 GV4609.The orthometric height was scaled from a topographic map.
 GV4609
 GV4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4609
 GV4609.The geoid height was determined by GEOID03.
 GV4609
 GV4609;                    North         East     Units Scale Factor Converg.
 GV4609;SPC VA S     - 1,099,684.050 3,659,627.454   MT  0.99994879   +1 05 30.0
 GV4609;SPC VA S     - 3,607,880.09 12,006,627.74   sFT  0.99994879   +1 05 30.0
 GV4609;UTM  18      - 4,120,400.029   349,050.051   MT  0.99988069   -1 01 45.2
 GV4609
 GV4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4609!SPC VA S     -   1.00000528  x   0.99994879  =   0.99995407
 GV4609!UTM  18      -   1.00000528  x   0.99988069  =   0.99988597
 GV4609
 GV4609|---------------------------------------------------------------------|
 GV4609| PID    Reference Object                     Distance      Geod. Az  |
 GV4609|                                                           dddmmss.s |
 GV4609| DC8939 ARCHERSHAPE RM 1                     14.461 METERS 01656     |
 GV4609| GV4624 TOWER EAST OF COLLEGE CR FLAG       APPROX. 4.6 KM 0835905.7 |
 GV4609| GV4614 GOOSE                               APPROX. 4.5 KM 2331449.0 |
 GV4609| DC8940 ARCHERSHAPE RM 2                     11.048 METERS 30958     |
 GV4609|---------------------------------------------------------------------|
 GV4609
 GV4609                          SUPERSEDED SURVEY CONTROL
 GV4609
 GV4609  NAD 83(1993)-  37 13 04.41247(N)    076 42 04.78881(W) AD(       ) 3
 GV4609  NAD 83(1986)-  37 13 04.41247(N)    076 42 04.78881(W) AD(       ) 3
 GV4609  NAD 27      -  37 13 03.87900(N)    076 42 05.94300(W) AD(       ) 3
 GV4609
 GV4609.Superseded values are not recommended for survey control.
 GV4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4609.See file dsdata.txt to determine how the superseded data were derived.
 GV4609
 GV4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4905020400(NAD 83)
 GV4609_MARKER: Z = SEE DESCRIPTION
 GV4609_SETTING: 0 = UNSPECIFIED SETTING
 GV4609
 GV4609  HISTORY     - Date     Condition        Report By
 GV4609  HISTORY     - 1869     MONUMENTED       CGS
 GV4609  HISTORY     - 1909     SEE DESCRIPTION  CGS
 GV4609  HISTORY     - 1938     GOOD             CGS
 GV4609  HISTORY     - 1942     SEE DESCRIPTION  CGS
 GV4609  HISTORY     - 1947     MARK NOT FOUND   CGS
 GV4609  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 GV4609  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV4609
 GV4609                          STATION DESCRIPTION
 GV4609
 GV4609'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (REH)
 GV4609'THIS STATION IS ON THE NORTH BANK OF JAMES RIVER ABOUT FOUR
 GV4609'MILES NORTHWEST FROM HOG STATION, AND ABOUT 1/2 MILE WEST
 GV4609'FROM THE MOUTH OF ARCHERSHAPE OR COLLEGE CREEK.  STATION IS
 GV4609'WELL BACK FROM EDGE OF BANK AND ON THE RAMPART OF AN EARTHWORK.
 GV4609'STATION IS MARKED WITH A PICKLE BOTTLE BURIED 4-1/2 FEET
 GV4609'BELOW THE SURFACE.  OVER THIS IS A SCREWPILE, CENTER MARKING
 GV4609'THE POINT, AND OVER SCREWPILE IS CEDAR STUB, TOP 6 INCHES ABOVE
 GV4609'SURFACE AND MARKED WITH COPPER TACK.  IN RANGE TO DEEP WATER
 GV4609'LIGHTHOUSE IS CEDAR STUB 4-1/2 FEET LONG, 5 INCHES IN
 GV4609'DIAMETER, TOP 1 FOOT ABOVE SURFACE AND MARKED WITH COPPER
 GV4609'TACKS.  DISTANT FROM STATION 41 FEET.  EAST FROM STATION IS
 GV4609'SMALL PINE 7 INCHES IN DIAMETER, BLAZED AND MARKED WITH COPPER
 GV4609'TACKS, DISTANT 63-1/2 FEET.
 GV4609
 GV4609                          STATION RECOVERY (1909)
 GV4609
 GV4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909
 GV4609'RECOVERED CEDAR STUB AND SCREWPILE MARKING THE OLD STATION.*
 GV4609'REMOVED THE STUB AND PLACED OVER THE SCREWPILE A CEMENT
 GV4609'MONUMENT, 1909 (SEE PAGE 3), WHICH PROJECTS 6 INCHES ABOVE
 GV4609'GROUND.
 GV4609'
 GV4609'THE NAME OF THIS LOCALITY WAS ORIGINALLY SPELLED ARCHERS
 GV4609'HOPE.  *R.E. HALTER 1869-1870 (1033).
 GV4609
 GV4609                          STATION RECOVERY (1938)
 GV4609
 GV4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4609'THIS IS A COMPLETE DESCRIPTION FOR THIS STATION, USING ALL
 GV4609'PERTINENT FACTS OF THE OLD DESCRIPTIONS AND RECOVERY NOTES.
 GV4609'
 GV4609'THE STATION IS ON THE NORTH SHORE OF THE JAMES RIVER ABOUT
 GV4609'4,000 FEET SOUTHWEST BY SOUTH OF THE MOUTH OF COLLEGE CREEK,
 GV4609'ON A HIGH CLAY BLUFF.  THE HIGH BLUFF ON WHICH THE STATION IS
 GV4609'LOCATED IS BROKEN BY A STRIP OF MARSH, WHICH RUNS INTO THE
 GV4609'BLUFF ABOUT 500 FEET WEST OF THE STATION.  THE STATION IS ON THE
 GV4609'SUMMIT OF OLD CONFEDERATE EARTHWORK FORTIFICATIONS.  IN FORMER
 GV4609'YEARS THESE EARTHWORKS SAT BACK A CONSIDERABLE DISTANCE FROM
 GV4609'THE EDGE OF THE BLUFF, BUT THE BLUFF, WHICH IS ABOUT 25 FEET
 GV4609'HIGH, HAS ERODED BACK TO THE OLD EARTHWORKS, AND THE STATION
 GV4609'IS NOW ONLY 7 FEET FROM THE EDGE OF THE BLUFF.  THE GROUND
 GV4609'IMMEDIATELY INSHORE FROM THE STATION IS LOWER THAN THE
 GV4609'EARTHWORKS ON WHICH THE STATION IS LOCATED, IT BEING THE INNER
 GV4609'PART OF THE FORTIFICATIONS.  THE EARTHEN WALL ON WHICH THE
 GV4609'STATION IS LOCATED EXTENDS ALONG THE EDGE OF THE BLUFF FOR A
 GV4609'HUNDRED METERS OR MORE.  THE STATION IS MARKED BY A NAIL IN THE
 GV4609'CENTER OF A TRIANGLE IMPRESSED IN THE TOP OF A CONCRETE
 GV4609'POST.  1909 AND CGS ARE ALSO IMPRESSED IN THE SURFACE.
 GV4609'THIS POST PROJECTS ABOUT 4 INCHES ABOVE A MASS OF
 GV4609'CONCRETE 20 INCHES IN DIAMETER IN WHICH THE POST IS SET.
 GV4609'FROM THE STATION THE OBSERVATION TOWER NEAR STATION
 GV4609'CRAWFORD SHOWS ABOUT 1/2 DEG LEFT OF THE EAST TANGENT OF
 GV4609'HOG ISLAND AND ABOUT 1 DEG RIGHT OF DEEP WATER SHOALS
 GV4609'LIGHTHOUSE.
 GV4609'
 GV4609'THE REFERENCE MARKS ARE STANDARD COAST AND GEODETIC SURVEY
 GV4609'DISKS IN CONCRETE POSTS.  THEY ARE SET TO THE NORTHWARD FROM
 GV4609'THE STATION, INSIDE THE OLD EARTHWORK FORTIFICATION AND
 GV4609'ABOUT 5 FEET BELOW THE STATION MARK.  THE DISTANCE BETWEEN THE
 GV4609'REFERENCE MARKS IS 14.350 METERS.  THEY ARE PROJECTING ABOVE
 GV4609'THE GROUND ABOUT 3 INCHES.
 GV4609'
 GV4609'THIS STATION IS USED AT FREQUENT INTERVALS BY THE UNITED
 GV4609'STATES ENGINEERS AND THEY KEEP THE IMMEDIATE VICINITY OF THE
 GV4609'STATION CLEARED OF SMALL BRUSH.  TREES AND BUSHES OVERHANG THE
 GV4609'ERODING BLUFF.
 GV4609
 GV4609                          STATION RECOVERY (1942)
 GV4609
 GV4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV4609'1938 DESCRIPTION ADEQUATE.  STATION WILL NOT LAST LONG AS IT IS 1
 GV4609'FOOT FROM EDGE OF BLUFF, AND BLUFF IS CUT UNDER IT.
 GV4609
 GV4609                          STATION RECOVERY (1947)
 GV4609
 GV4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4609'THIS STATION IS LOST.  BOTH REFERENCE MARKS WERE RECOVERED IN
 GV4609'GOOD CONDITION.  THE U.S. ENGINEERS HAVE ESTABLISHED A NEW
 GV4609'STATION IN THIS VICINITY, STAMPED ECC A-SHARPE (U.S.E. 1944).
 GV4609'IT IS A SMALL SQUARE CONCRETE BLOCK ABOUT 4 INCHES IN DIAMETER
 GV4609'AND PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  THE GEOGRAPHIC
 GV4609'POSITION OF THIS NEW STATION IS NOT KNOWN.
 GV4609'
 GV4609'SIGNAL TWIN WAS ESTABLISHED IN THIS VICINITY AND LOCATED BY
 GV4609'DISTANCES MEASURED FROM THE TWO REFERENCE MARKS.
 GV4609
 GV4609                          STATION RECOVERY (1997)
 GV4609
 GV4609'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4609'MARK NOT FOUND.
 GV4609
 GV4609                          STATION RECOVERY (2003)
 GV4609
 GV4609'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4288 ***********************************************************************
 GV4288  DESIGNATION -  ARCHIE VFC 1930
 GV4288  PID         -  GV4288
 GV4288  STATE/COUNTY-  VA/GLOUCESTER
 GV4288  USGS QUAD   -  ACHILLES (1983)
 GV4288
 GV4288                         *CURRENT SURVEY CONTROL
 GV4288  ___________________________________________________________________
 GV4288* NAD 83(1993)-  37 18 32.67694(N)    076 24 38.72899(W)     ADJUSTED  
 GV4288* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4288  ___________________________________________________________________
 GV4288  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GV4288  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 GV4288
 GV4288  HORZ ORDER  -  THIRD
 GV4288
 GV4288.The horizontal coordinates were established by classical geodetic methods
 GV4288.and adjusted by the National Geodetic Survey in September 1995..
 GV4288
 GV4288.The orthometric height was scaled from a topographic map.
 GV4288
 GV4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4288
 GV4288.The geoid height was determined by GEOID03.
 GV4288
 GV4288;                    North         East     Units Scale Factor Converg.
 GV4288;SPC VA S     - 1,110,331.998 3,685,186.358   MT  0.99994592   +1 16 04.8
 GV4288;SPC VA S     - 3,642,814.23 12,090,482.24   sFT  0.99994592   +1 16 04.8
 GV4288;UTM  18      - 4,130,093.159   374,982.810   MT  0.99979253   -0 51 18.7
 GV4288
 GV4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4288!SPC VA S     -   1.00000553  x   0.99994592  =   0.99995145
 GV4288!UTM  18      -   1.00000553  x   0.99979253  =   0.99979805
 GV4288
 GV4288:                Primary Azimuth Mark                     Grid Az
 GV4288:SPC VA S     -  SEVERN 1905                              071 31 33.1
 GV4288:UTM  18      -  SEVERN 1905                              073 38 56.6
 GV4288
 GV4288|---------------------------------------------------------------------|
 GV4288| PID    Reference Object                     Distance      Geod. Az  |
 GV4288|                                                           dddmmss.s |
 GV4288| GV4344 SEVERN 1905                         APPROX. 1.5 KM 0724737.9 |
 GV4288|---------------------------------------------------------------------|
 GV4288
 GV4288                          SUPERSEDED SURVEY CONTROL
 GV4288
 GV4288  NAD 83(1993)-  37 18 32.67656(N)    076 24 38.73443(W) AD(       ) 3
 GV4288  NAD 83(1986)-  37 18 32.68699(N)    076 24 38.76158(W) AD(       ) 3
 GV4288  NAD 27      -  37 18 32.19000(N)    076 24 39.94300(W) AD(       ) 3
 GV4288
 GV4288.Superseded values are not recommended for survey control.
 GV4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4288.See file dsdata.txt to determine how the superseded data were derived.
 GV4288
 GV4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7498330093(NAD 83)
 GV4288_MARKER: Z = SEE DESCRIPTION
 GV4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4288+STABILITY: SURFACE MOTION
 GV4288
 GV4288  HISTORY     - Date     Condition        Report By
 GV4288  HISTORY     - 1930     MONUMENTED       VACF
 GV4288  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4288  HISTORY     - 1952     GOOD             CGS
 GV4288  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4288
 GV4288                          STATION DESCRIPTION
 GV4288
 GV4288'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4288'STATION IS LOCATED ON SW END OF LOW SANDY RIDGE NEAR THE
 GV4288'INSIDE POINT OF THE SAME ON SEVERN RIVER.
 GV4288'
 GV4288'STATION IS MARKED BY A 4-FOOT LENGTH OF 1-INCH GALVANIZED-IRON
 GV4288'PIPE EXTENDING ABOUT 8 INCHES OUT OF CONCRETE BLOCK SET
 GV4288'FLUSH WITH SURFACE OF GROUND.
 GV4288
 GV4288                          STATION RECOVERY (1944)
 GV4288
 GV4288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4288'STATION NOT RECOVERED AFTER A 1/2-HOUR SEARCH BY A TWO-MAN
 GV4288'PARTY.  MARK COULD POSSIBLY BE RECOVERED BY A MORE EXTENSIVE
 GV4288'SEARCH AND DIGGING.
 GV4288
 GV4288                          STATION RECOVERY (1952)
 GV4288
 GV4288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4288'STATION RECOVERED IN GOOD CONDITION WITH PIPE PROJECTING
 GV4288'4 INCHES ABOVE GROUND.  THE ORIGINAL 1930 DESCRIPTION IS
 GV4288'BELIEVED ADEQUATE FOR FUTURE RECOVERY.
 GV4288
 GV4288                          STATION RECOVERY (2002)
 GV4288
 GV4288'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5215 ***********************************************************************
 HV5215  DESIGNATION -  ARCOLA RADIO RANGE CENTER MAST
 HV5215  PID         -  HV5215
 HV5215  STATE/COUNTY-  VA/LOUDOUN
 HV5215  USGS QUAD   -  HERNDON (1994)
 HV5215
 HV5215                         *CURRENT SURVEY CONTROL
 HV5215  ___________________________________________________________________
 HV5215* NAD 83(1993)-  38 56 26.89488(N)    077 26 44.16888(W)     ADJUSTED  
 HV5215* NAVD 88     -                                                        
 HV5215  ___________________________________________________________________
 HV5215  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 HV5215  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV5215
 HV5215  HORZ ORDER  -  THIRD
 HV5215
 HV5215.The horizontal coordinates were established by classical geodetic methods
 HV5215.and adjusted by the National Geodetic Survey in November 1994..
 HV5215
 HV5215
 HV5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5215
 HV5215.The geoid height was determined by GEOID03.
 HV5215
 HV5215;                    North         East     Units Scale Factor Converg.
 HV5215;SPC VA N     - 2,141,954.760 3,591,409.449   MT  0.99996427   +0 39 29.0
 HV5215;SPC VA N     - 7,027,396.58 11,782,815.83   sFT  0.99996427   +0 39 29.0
 HV5215;UTM  18      - 4,313,051.715   288,040.996   MT  1.00015324   -1 32 15.6
 HV5215
 HV5215|---------------------------------------------------------------------|
 HV5215| PID    Reference Object                     Distance      Geod. Az  |
 HV5215|                                                           dddmmss.s |
 HV5215| HV5250 LOUDOUN FAIRFAX BDY MON ARCOLA      119.417 METERS 14151     |
 HV5215| HV5575 JACKSON HOLLOW AIRWAY BCN 37        APPROX.19.6 KM 2604642.4 |
 HV5215|---------------------------------------------------------------------|
 HV5215
 HV5215                          SUPERSEDED SURVEY CONTROL
 HV5215
 HV5215  NAD 83(1993)-  38 56 26.89495(N)    077 26 44.17320(W) AD(       ) 4
 HV5215  NAD 83(1986)-  38 56 26.89433(N)    077 26 44.18152(W) AD(       ) 4
 HV5215  NAD 27      -  38 56 26.49680(N)    077 26 45.21851(W) AD(       ) 3
 HV5215
 HV5215.Superseded values are not recommended for survey control.
 HV5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5215.See file dsdata.txt to determine how the superseded data were derived.
 HV5215
 HV5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8804113052(NAD 83)
 HV5215_MARKER: 27 = RADIO RANGE MAST
 HV5215
 HV5215  HISTORY     - Date     Condition        Report By
 HV5215  HISTORY     - 1954     FIRST OBSERVED   CGS
 HV5215
 HV5215                          STATION DESCRIPTION
 HV5215
 HV5215'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5215'STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF FIVE
 HV5215'MASTS OF THE ARCOLA RADIO RANGE STATION, LOCATED ABOUT 5 MILES
 HV5215'SOUTH OF STERLING, ABOUT 3-3/4 MILES SOUTHWEST OF HERNDON AND
 HV5215'ABOUT 1/4 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 607
 HV5215'AND 608 IN THE COMMUNITY OF WILLARD.  THE MAST IS A FOUR-LEGGED,
 HV5215'SELF-SUPPORTING STEEL STRUCTURE ABOUT 200 FEET HIGH, IS PAINTED
 HV5215'IN ALTERNATE SECTIONS OF RED AND WHITE AND IS THE ONLY ONE
 HV5215'OF THE FIVE MASTS WHICH DOES NOT HAVE A RED LIGHT AT THE TOP.
 HV5215'STATION IS CHARTED AS ARCOLA RADIO 233 ARV ON AERONAUTICAL
 HV5215'CHARTS.
 HV5215'
 HV5215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HV5215'28 AND 606 AT THE INTERSECTION OF ELDEN AND LOCUST STREETS
 HV5215'IN HERNDON, GO WEST ON HIGHWAY 606 FOR 2.0 MILES TO THE JUNCTION
 HV5215'OF HIGHWAY 605.  TURN LEFT AND GO SOUTH ON HIGHWAY 605 FOR 2.1
 HV5215'MILES TO THE JUNCTION OF HIGHWAY 608.  CONTINUE SOUTH AND
 HV5215'SOUTHWEST ON HIGHWAY 608 FOR 1.2 MILES TO A GRAVEL DRIVEWAY
 HV5215'LEFT.  TURN LEFT ON DRIVEWAY AND GO ABOUT 0.1 MILE TO THE
 HV5215'MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4409 ***********************************************************************
 GV4409  DESIGNATION -  ARK LOOKOUT TOWER
 GV4409  PID         -  GV4409
 GV4409  STATE/COUNTY-  VA/GLOUCESTER
 GV4409  USGS QUAD   -  GLOUCESTER (1986)
 GV4409
 GV4409                         *CURRENT SURVEY CONTROL
 GV4409  ___________________________________________________________________
 GV4409* NAD 83(1993)-  37 26 17.87781(N)    076 34 42.78282(W)     ADJUSTED  
 GV4409* NAVD 88     -                                                        
 GV4409  ___________________________________________________________________
 GV4409  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV4409  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV4409
 GV4409  HORZ ORDER  -  THIRD
 GV4409
 GV4409.The horizontal coordinates were established by classical geodetic methods
 GV4409.and adjusted by the National Geodetic Survey in September 1995..
 GV4409
 GV4409
 GV4409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4409
 GV4409.The geoid height was determined by GEOID03.
 GV4409
 GV4409;                    North         East     Units Scale Factor Converg.
 GV4409;SPC VA S     - 1,124,354.024 3,670,023.809   MT  0.99994616   +1 09 58.2
 GV4409;SPC VA S     - 3,688,818.16 12,040,736.45   sFT  0.99994616   +1 09 58.2
 GV4409;UTM  18      - 4,144,665.753   360,352.398   MT  0.99984022   -0 57 35.2
 GV4409
 GV4409                          SUPERSEDED SURVEY CONTROL
 GV4409
 GV4409  NAD 83(1993)-  37 26 17.87759(N)    076 34 42.78559(W) AD(       ) 4
 GV4409  NAD 83(1986)-  37 26 17.87939(N)    076 34 42.80428(W) AD(       ) 4
 GV4409  NAD 27      -  37 26 17.37700(N)    076 34 43.97600(W) AD(       ) 3
 GV4409
 GV4409.Superseded values are not recommended for survey control.
 GV4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4409.See file dsdata.txt to determine how the superseded data were derived.
 GV4409
 GV4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6035244666(NAD 83)
 GV4409_MARKER: 57 = LOOKOUT TOWER
 GV4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4409+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4409
 GV4409  HISTORY     - Date     Condition        Report By
 GV4409  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV4409  HISTORY     - 1944     GOOD             CGS
 GV4409  HISTORY     - 1961     GOOD             CGS
 GV4409  HISTORY     - 1987     GOOD             USPSQD
 GV4409  HISTORY     - 1989     GOOD             USPSQD
 GV4409  HISTORY     - 19970129 GOOD             USPSQD
 GV4409  HISTORY     - 20020111 GOOD             USPSQD
 GV4409
 GV4409                          STATION DESCRIPTION
 GV4409
 GV4409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4409'THIS INTERSECTION STATION IS THE ARK LOOKOUT TOWER, A 4-LEGGED
 GV4409'STEEL STRUCTURE WITH A GLASS ENCLOSED CAB ON TOP, OVERALL
 GV4409'HEIGHT ABOUT 125 FEET.  THE POINT OBSERVED UPON WAS THE
 GV4409'CENTER OF THE CAB.  IT IS OPERATED BY THE VIRGINIA FOREST
 GV4409'SERVICE.
 GV4409'
 GV4409'IT IS ABOUT 0.15 MILE NW OF THE JUNCTION OF STATE HIGHWAY
 GV4409'217 AND U.S. HIGHWAY 17 IN THE SETTLEMENT OF ARK, ABOUT
 GV4409'3 MILES NW OF GLOUCESTER.
 GV4409
 GV4409                          STATION RECOVERY (1944)
 GV4409
 GV4409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4409'STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV4409'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV4409
 GV4409                          STATION RECOVERY (1961)
 GV4409
 GV4409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4409'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GV4409
 GV4409                          STATION RECOVERY (1987)
 GV4409
 GV4409'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARF)
 GV4409'RECOVERED IN GOOD CONDITION.
 GV4409
 GV4409                          STATION RECOVERY (1989)
 GV4409
 GV4409'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV4409'RECOVERED IN GOOD CONDITION.
 GV4409
 GV4409                          STATION RECOVERY (1997)
 GV4409
 GV4409'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4409'RECOVERED IN GOOD CONDITION.
 GV4409
 GV4409                          STATION RECOVERY (2002)
 GV4409
 GV4409'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0045 ***********************************************************************
 HV0045  DESIGNATION -  ARLINGTON 1935
 HV0045  PID         -  HV0045
 HV0045  STATE/COUNTY-  VA/ARLINGTON
 HV0045  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0045
 HV0045                         *CURRENT SURVEY CONTROL
 HV0045  ___________________________________________________________________
 HV0045* NAD 83(1993)-  38 53 05.32995(N)    077 03 43.11862(W)     ADJUSTED  
 HV0045* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 HV0045  ___________________________________________________________________
 HV0045  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 HV0045  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV0045
 HV0045  HORZ ORDER  -  SECOND
 HV0045
 HV0045.The horizontal coordinates were established by classical geodetic methods
 HV0045.and adjusted by the National Geodetic Survey in November 1994..
 HV0045
 HV0045.The orthometric height was scaled from a topographic map.
 HV0045
 HV0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0045
 HV0045.The geoid height was determined by GEOID03.
 HV0045
 HV0045;                    North         East     Units Scale Factor Converg.
 HV0045;SPC VA N     - 2,136,191.534 3,624,762.262   MT  0.99995924   +0 53 51.0
 HV0045;SPC VA N     - 7,008,488.39 11,892,240.85   sFT  0.99995924   +0 53 51.0
 HV0045;SPC MD       -   135,221.347   394,622.697   MT  0.99994986   -0 02 20.0
 HV0045;SPC MD       -   443,638.70  1,294,691.30   sFT  0.99994986   -0 02 20.0
 HV0045;UTM  18      - 4,306,015.121   321,152.360   MT  0.99999389   -1 17 41.1
 HV0045
 HV0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0045!SPC VA N     -   1.00000365  x   0.99995924  =   0.99996289
 HV0045!SPC MD       -   1.00000365  x   0.99994986  =   0.99995351
 HV0045!UTM  18      -   1.00000365  x   0.99999389  =   0.99999754
 HV0045
 HV0045:                Primary Azimuth Mark                     Grid Az
 HV0045:SPC VA N     -  WASHINGTON MONUMENT 1913                 076 32 22.9
 HV0045:SPC MD       -  WASHINGTON MONUMENT 1913                 077 28 33.9
 HV0045:UTM  18      -  WASHINGTON MONUMENT 1913                 078 43 55.0
 HV0045
 HV0045|---------------------------------------------------------------------|
 HV0045| PID    Reference Object                     Distance      Geod. Az  |
 HV0045|                                                           dddmmss.s |
 HV0045| HV4442 WASHINGTON MONUMENT 1913            APPROX. 2.4 KM 0772613.9 |
 HV0045|---------------------------------------------------------------------|
 HV0045
 HV0045                          SUPERSEDED SURVEY CONTROL
 HV0045
 HV0045  NAD 83(1993)-  38 53 05.32866(N)    077 03 43.12019(W) AD(       ) 2
 HV0045  NAD 83(1986)-  38 53 05.32847(N)    077 03 43.13068(W) AD(       ) 2
 HV0045  NAD 27      -  38 53 04.92700(N)    077 03 44.20500(W) AD(       ) 2
 HV0045
 HV0045.Superseded values are not recommended for survey control.
 HV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0045.See file dsdata.txt to determine how the superseded data were derived.
 HV0045
 HV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2115206015(NAD 83)
 HV0045_MARKER: DS = TRIANGULATION STATION DISK
 HV0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0045+STABILITY: SURFACE MOTION
 HV0045
 HV0045  HISTORY     - Date     Condition        Report By
 HV0045  HISTORY     - 1935     MONUMENTED       CGS
 HV0045  HISTORY     - 1936     GOOD             CGS
 HV0045  HISTORY     - 1938     GOOD             CGS
 HV0045  HISTORY     - 1946     MARK NOT FOUND   CGS
 HV0045  HISTORY     - 1948     MARK NOT FOUND   CGS
 HV0045
 HV0045                          STATION DESCRIPTION
 HV0045
 HV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV0045'THIS STATION IS ON THE W BANK OF THE BOUNDARY CHANNEL NEAR THE
 HV0045'W END OF THE ARLINGTON MEMORIAL BRIDGE OVER THE CHANNEL.  IT IS
 HV0045'ON RANGE WITH THE ABUTMENTS ON THE S SIDE OF THE BRIDGE, 9.34
 HV0045'FEET FROM THE SW CORNER OF THE WESTERNMOST UNDERPASS OVER THE
 HV0045'BOUNDARY CHANNEL, 49.45 FEET FROM THE SE CORNER OF THE UNDERPASS.
 HV0045'IT IS ABOUT 1 FOOT E OF RANGE WITH THE W WALL OF THE UNDERPASS.
 HV0045'MARK PROJECTS 4 INCHES.
 HV0045'
 HV0045'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HV0045'DISKS SET IN CONCRETE.
 HV0045'
 HV0045'REFERENCE MARK NO. 1 IS S OF THE STATION NEAR THE FOOTPATH
 HV0045'COMING OFF THE BANK.  MARK PROJECTS 3 INCHES.
 HV0045
 HV0045                          STATION RECOVERY (1936)
 HV0045
 HV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PAW)
 HV0045'THE STATION IS ON THE W BANK OF THE BOUNDARY CHANNEL NEAR THE W
 HV0045'END OF THE ARLINGTON MEMORIAL BRIDGE OVER THE CHANNEL.  THE
 HV0045'STATION IS 9.36 FEET (2.85 METERS) S OF THE SE CORNER OF THE W
 HV0045'ABUTMENT OF BOUNDARY CHANNEL BRIDGE, 49.49 FEET (16.08 METERS)
 HV0045'WSW OF SW CORNER OF W PIER OF BRIDGE.
 HV0045'
 HV0045'REFERENCE MARK NO. 1 IS 14.71 METERS S BY W OF STATION, 91.53
 HV0045'FEET (27.90 METERS) SW OF SW CORNER OF W PIER OF BRIDGE, 55.03
 HV0045'FEET (16.77 METERS) S BY W OF SE CORNER OF W ABUTMENT OF BRIDGE.
 HV0045'
 HV0045'BOTH MARKS WERE RECOVERED IN GOOD CONDITION.  IN THE NEAR FUTURE
 HV0045'THE REFERENCE MARK WILL BE COVERED WITH ABOUT 8 FEET OF FILL.
 HV0045'IN ABOUT 2 YEARS THERE WILL BE A ROAD UNDER THE BRIDGE BETWEEN PIER
 HV0045'AND ABUTMENT, SO IT IS BELIEVED THAT THE STATION MARK WILL BE
 HV0045'LOST AT THAT TIME.
 HV0045
 HV0045                          STATION RECOVERY (1938)
 HV0045
 HV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV0045'STATION MARK RECOVERED.  REFERENCE MARKS NOT SEARCHED FOR.
 HV0045
 HV0045                          STATION RECOVERY (1946)
 HV0045
 HV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0045'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT APPEARS THAT
 HV0045'STATION IS LOST DUE TO GRADING.
 HV0045
 HV0045                          STATION RECOVERY (1948)
 HV0045
 HV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV0045'STATION MARK WAS NOT RECOVERED AFTER DIGGING 2 FEET UNDER GROUND.
 HV0045'R.M. 1 WAS RECOVERED IN GOOD CONDITION 1 FOOT UNDER GROUND.
 HV0045'
 HV0045'THE PROPOSED ROAD MENTIONED IN THE 1936 RECOVERY NOTE HAS BEEN
 HV0045'CONSTRUCTED AND IT IS BELIEVED THE STATION MARK IS COVERED WITH
 HV0045'SEVERAL FEET OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4553 ***********************************************************************
 HV4553  DESIGNATION -  ARLINGTON ARMY NAVY CLUB TANK
 HV4553  PID         -  HV4553
 HV4553  STATE/COUNTY-  VA/ARLINGTON
 HV4553  USGS QUAD   -  ALEXANDRIA (1994)
 HV4553
 HV4553                         *CURRENT SURVEY CONTROL
 HV4553  ___________________________________________________________________
 HV4553* NAD 83(1993)-  38 51 29.51168(N)    077 04 43.95792(W)     ADJUSTED  
 HV4553* NAVD 88     -                                                        
 HV4553  ___________________________________________________________________
 HV4553  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 HV4553  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV4553
 HV4553  HORZ ORDER  -  THIRD
 HV4553
 HV4553.The horizontal coordinates were established by classical geodetic methods
 HV4553.and adjusted by the National Geodetic Survey in November 1994..
 HV4553
 HV4553
 HV4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4553
 HV4553.The geoid height was determined by GEOID03.
 HV4553
 HV4553;                    North         East     Units Scale Factor Converg.
 HV4553;SPC VA N     - 2,133,214.436 3,623,341.895   MT  0.99995718   +0 53 13.0
 HV4553;SPC VA N     - 6,998,721.03 11,887,580.87   sFT  0.99995718   +0 53 13.0
 HV4553;UTM  18      - 4,303,094.412   319,619.109   MT  1.00000067   -1 18 16.7
 HV4553
 HV4553                          SUPERSEDED SURVEY CONTROL
 HV4553
 HV4553  NAD 83(1993)-  38 51 29.51035(N)    077 04 43.95989(W) AD(       ) 4
 HV4553  NAD 83(1986)-  38 51 29.51032(N)    077 04 43.97029(W) AD(       ) 4
 HV4553  NAD 27      -  38 51 29.10892(N)    077 04 45.04606(W) AD(       ) 3
 HV4553
 HV4553.Superseded values are not recommended for survey control.
 HV4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4553.See file dsdata.txt to determine how the superseded data were derived.
 HV4553
 HV4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1961903094(NAD 83)
 HV4553_MARKER: 53 = ELEVATED TANK
 HV4553
 HV4553  HISTORY     - Date     Condition        Report By
 HV4553  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4553
 HV4553                          STATION DESCRIPTION
 HV4553
 HV4553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4553'THE STATION IS THE BALL AT THE TOP CENTER OF THE ELEVATED
 HV4553'TANK AT THE ARMY-NAVY COUNTRY CLUB.  IT IS ABOUT 500 YARDS
 HV4553'NORTHWEST OF THE CLUB HOUSE, ON THE HIGHEST HILL IN THE VICINITY.
 HV4553'THE WATER TANK IS A 4-LEGGED STEEL STRUCTURE ABOUT 100 FEET
 HV4553'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4805 ***********************************************************************
 HV4805  DESIGNATION -  ARLINGTON ATT MICROWAVE
 HV4805  PID         -  HV4805
 HV4805  STATE/COUNTY-  VA/ARLINGTON
 HV4805  USGS QUAD   -  FALLS CHURCH (1994)
 HV4805
 HV4805                         *CURRENT SURVEY CONTROL
 HV4805  ___________________________________________________________________
 HV4805* NAD 83(1993)-  38 53 44.96686(N)    077 08 06.81767(W)     ADJUSTED  
 HV4805* NAVD 88     -                                                        
 HV4805  ___________________________________________________________________
 HV4805  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HV4805  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV4805
 HV4805  HORZ ORDER  -  THIRD
 HV4805
 HV4805.The horizontal coordinates were established by classical geodetic methods
 HV4805.and adjusted by the National Geodetic Survey in November 1994..
 HV4805
 HV4805
 HV4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4805
 HV4805.The geoid height was determined by GEOID03.
 HV4805
 HV4805;                    North         East     Units Scale Factor Converg.
 HV4805;SPC VA N     - 2,137,316.622 3,618,389.455   MT  0.99996015   +0 51 06.4
 HV4805;SPC VA N     - 7,012,179.62 11,871,332.74   sFT  0.99996015   +0 51 06.4
 HV4805;UTM  18      - 4,307,383.264   314,826.958   MT  1.00002224   -1 20 28.0
 HV4805
 HV4805                          SUPERSEDED SURVEY CONTROL
 HV4805
 HV4805  NAD 83(1993)-  38 53 44.96553(N)    077 08 06.81988(W) AD(       ) 4
 HV4805  NAD 83(1986)-  38 53 44.96549(N)    077 08 06.82971(W) AD(       ) 4
 HV4805  NAD 27      -  38 53 44.56376(N)    077 08 07.89990(W) AD(       ) 3
 HV4805
 HV4805.Superseded values are not recommended for survey control.
 HV4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4805.See file dsdata.txt to determine how the superseded data were derived.
 HV4805
 HV4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1482707383(NAD 83)
 HV4805_MARKER: 45 = MICROWAVE TOWER
 HV4805
 HV4805  HISTORY     - Date     Condition        Report By
 HV4805  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4805  HISTORY     - 1958     GOOD             CGS
 HV4805  HISTORY     - 1969     GOOD             CGS
 HV4805
 HV4805                          STATION DESCRIPTION
 HV4805
 HV4805'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4805'THE STATION IS THE HIGHEST RED LIGHT AT THE TOP OF TOWER WHICH
 HV4805'IS IN ARLINGTON, LOCATED AT THE EAST SIDE OF LEE HIGHWAY AND
 HV4805'ABOUT 100 YARDS SOUTH OF GEORGE MASON DRIVE.  THE TOWER IS A
 HV4805'4-LEGGED STEEL STRUCTURE WHICH IS ABOUT 150 FEET HIGH.
 HV4805
 HV4805                          STATION RECOVERY (1958)
 HV4805
 HV4805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV4805'STATION IS LOCATED ABOUT 3.5 MILES ON LEE HIGHWAY, (U.S.
 HV4805'HIGHWAYS 29 AND 211), FROM KEY BRIDGE ACROSS THE POTOMAC RIVER.
 HV4805'ALONG THE SOUTH SIDE OF LEE HIGHWAY AND A FEW HUNDRED FEET
 HV4805'WEST OF GEORGE MASON DRIVE.  THE STATION IS A HIGH, STEEL,
 HV4805'SQUARE-CONSTRUCTED TOWER AND FLAT ON TOP.  THE TOPMOST RED
 HV4805'WARNING LIGHT WAS THE POINT INTERSECTED.
 HV4805
 HV4805                          STATION RECOVERY (1969)
 HV4805
 HV4805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4805'THE STATION WAS RECOVERED AS DESCRIBED BY W.E.R. 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4751 ***********************************************************************
 HV4751  DESIGNATION -  ARLINGTON BAP CH SPIRE
 HV4751  PID         -  HV4751
 HV4751  STATE/COUNTY-  VA/ARLINGTON
 HV4751  USGS QUAD   -  ALEXANDRIA (1994)
 HV4751
 HV4751                         *CURRENT SURVEY CONTROL
 HV4751  ___________________________________________________________________
 HV4751* NAD 83(1993)-  38 51 52.83112(N)    077 05 45.29444(W)     ADJUSTED  
 HV4751* NAVD 88     -                                                        
 HV4751  ___________________________________________________________________
 HV4751  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 HV4751  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV4751
 HV4751  HORZ ORDER  -  THIRD
 HV4751
 HV4751.The horizontal coordinates were established by classical geodetic methods
 HV4751.and adjusted by the National Geodetic Survey in November 1994..
 HV4751
 HV4751
 HV4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4751
 HV4751.The geoid height was determined by GEOID03.
 HV4751
 HV4751;                    North         East     Units Scale Factor Converg.
 HV4751;SPC VA N     - 2,133,910.666 3,621,852.261   MT  0.99995767   +0 52 34.7
 HV4751;SPC VA N     - 7,001,005.24 11,882,693.63   sFT  0.99995767   +0 52 34.7
 HV4751;UTM  18      - 4,303,847.136   318,157.122   MT  1.00000719   -1 18 55.8
 HV4751
 HV4751                          SUPERSEDED SURVEY CONTROL
 HV4751
 HV4751  NAD 83(1993)-  38 51 52.82991(N)    077 05 45.29643(W) AD(       ) 4
 HV4751  NAD 83(1986)-  38 51 52.82985(N)    077 05 45.30653(W) AD(       ) 4
 HV4751  NAD 27      -  38 51 52.42661(N)    077 05 46.38090(W) AD(       ) 3
 HV4751
 HV4751.Superseded values are not recommended for survey control.
 HV4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4751.See file dsdata.txt to determine how the superseded data were derived.
 HV4751
 HV4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1815703847(NAD 83)
 HV4751_MARKER: 91 = CHURCH CROSS
 HV4751
 HV4751  HISTORY     - Date     Condition        Report By
 HV4751  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4751  HISTORY     - 20020831 GOOD             INDIV
 HV4751
 HV4751                          STATION DESCRIPTION
 HV4751
 HV4751'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4751'THE STATION IS THE CENTER OF THE CROSS ON THE ARLINGTON BAPTIST
 HV4751'CHURCH SPIRE, LOCATED AT THE INTERSECTION OF SOUTH MONROE STREET AND
 HV4751'SOUTH 7TH.  STREET IN ARLINGTON.  THE CHURCH IS RED BRICK WITH GRAY
 HV4751'AND WHITE SPIRE AND HAS A OVERALL HEIGHT OF ABOUT 105 FEET.
 HV4751
 HV4751                          STATION RECOVERY (2002)
 HV4751
 HV4751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV4751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3621 ***********************************************************************
 HV3621  DESIGNATION -  ARLINGTON CEMETERY LEE MANSION
 HV3621  PID         -  HV3621
 HV3621  STATE/COUNTY-  VA/ARLINGTON
 HV3621  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3621
 HV3621                         *CURRENT SURVEY CONTROL
 HV3621  ___________________________________________________________________
 HV3621* NAD 83(1993)-  38 52 52.20972(N)    077 04 20.16712(W)     ADJUSTED  
 HV3621* NAVD 88     -                                                        
 HV3621  ___________________________________________________________________
 HV3621  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 HV3621  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV3621
 HV3621  HORZ ORDER  -  THIRD
 HV3621
 HV3621.The horizontal coordinates were established by classical geodetic methods
 HV3621.and adjusted by the National Geodetic Survey in November 1994..
 HV3621
 HV3621
 HV3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3621
 HV3621.The geoid height was determined by GEOID03.
 HV3621
 HV3621;                    North         East     Units Scale Factor Converg.
 HV3621;SPC VA N     - 2,135,773.075 3,623,875.761   MT  0.99995895   +0 53 27.9
 HV3621;SPC VA N     - 7,007,115.50 11,889,332.39   sFT  0.99995895   +0 53 27.9
 HV3621;SPC MD       -   134,817.436   393,729.484   MT  0.99994985   -0 02 43.3
 HV3621;SPC MD       -   442,313.54  1,291,760.82   sFT  0.99994985   -0 02 43.3
 HV3621;UTM  18      - 4,305,630.865   320,250.468   MT  0.99999787   -1 18 04.1
 HV3621
 HV3621                          SUPERSEDED SURVEY CONTROL
 HV3621
 HV3621  NAD 83(1993)-  38 52 52.20842(N)    077 04 20.16870(W) AD(       ) 4
 HV3621  NAD 83(1986)-  38 52 52.20833(N)    077 04 20.17919(W) AD(       ) 4
 HV3621  NAD 27      -  38 52 51.80700(N)    077 04 21.24300(W) AD(       ) 3
 HV3621
 HV3621.Superseded values are not recommended for survey control.
 HV3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3621.See file dsdata.txt to determine how the superseded data were derived.
 HV3621
 HV3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2025005631(NAD 83)
 HV3621_MARKER: 62 = FLAGPOLE
 HV3621
 HV3621  HISTORY     - Date     Condition        Report By
 HV3621  HISTORY     - 1946     FIRST OBSERVED   CGS
 HV3621  HISTORY     - 1979     GOOD             NGS
 HV3621
 HV3621                          STATION DESCRIPTION
 HV3621
 HV3621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV3621'THE POINT OBSERVED UPON WAS THE BALL ATOP THE FLAGPOLE WHICH IS
 HV3621'DIRECTLY IN FRONT OF FRONT ENTRANCE OF LEE MANSION.  THE FLAGPOLE
 HV3621'IS ABOUT 200 FEET TALL.
 HV3621
 HV3621                          STATION RECOVERY (1979)
 HV3621
 HV3621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (BMP)
 HV3621'THE STATION A FLAGPOLE IS IN FRONT OF ARLINGTON HOUSE,
 HV3621'FORMALLY CALLED THE LEE MANSION, WHICH IS IN ARLINGTON
 HV3621'NATIONAL CEMETERY. THE ROUND BALL AT THE TOP WAS OBSERVED.
 HV3621'THERE ARE TWO AIRCRAFT WARNING LIGHTS IMMEDIATELY BELOW
 HV3621'THE ROUND BALL. THE STATION IS MAINTAINED BY THE DEPARTMENT
 HV3621'OF DEFENSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4465 ***********************************************************************
 HV4465  DESIGNATION -  ARLINGTON CENTRAL METH CH
 HV4465  PID         -  HV4465
 HV4465  STATE/COUNTY-  VA/ARLINGTON
 HV4465  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4465
 HV4465                         *CURRENT SURVEY CONTROL
 HV4465  ___________________________________________________________________
 HV4465* NAD 83(1993)-  38 52 56.95036(N)    077 06 38.77472(W)     ADJUSTED  
 HV4465* NAVD 88     -                                                        
 HV4465  ___________________________________________________________________
 HV4465  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HV4465  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV4465
 HV4465  HORZ ORDER  -  THIRD
 HV4465
 HV4465.The horizontal coordinates were established by classical geodetic methods
 HV4465.and adjusted by the National Geodetic Survey in November 1994..
 HV4465
 HV4465
 HV4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4465
 HV4465.The geoid height was determined by GEOID03.
 HV4465
 HV4465;                    North         East     Units Scale Factor Converg.
 HV4465;SPC VA N     - 2,135,867.986 3,620,533.208   MT  0.99995905   +0 52 01.4
 HV4465;SPC VA N     - 7,007,426.88 11,878,366.03   sFT  0.99995905   +0 52 01.4
 HV4465;UTM  18      - 4,305,853.581   316,913.838   MT  1.00001278   -1 19 31.3
 HV4465
 HV4465                          SUPERSEDED SURVEY CONTROL
 HV4465
 HV4465  NAD 83(1993)-  38 52 56.94915(N)    077 06 38.77668(W) AD(       ) 4
 HV4465  NAD 83(1986)-  38 52 56.94899(N)    077 06 38.78669(W) AD(       ) 4
 HV4465  NAD 27      -  38 52 56.54684(N)    077 06 39.85939(W) AD(       ) 3
 HV4465
 HV4465.Superseded values are not recommended for survey control.
 HV4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4465.See file dsdata.txt to determine how the superseded data were derived.
 HV4465
 HV4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1691405854(NAD 83)
 HV4465_MARKER: 91 = CHURCH CROSS
 HV4465
 HV4465  HISTORY     - Date     Condition        Report By
 HV4465  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4465  HISTORY     - 20030806 GOOD             GEOCAC
 HV4465
 HV4465                          STATION DESCRIPTION
 HV4465
 HV4465'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4465'THE STATION IS THE CENTER OF THE TOP OF THE SILVER CROSS ON THE
 HV4465'CHARCOAL GREY SPIRE OF THE CENTRAL METHODIST CHURCH.  THE STATION IS
 HV4465'ABOUT 90 FEET ABOVE THE GROUND.
 HV4465'
 HV4465'THE STATION IS LOCATED AT THE INTERSECTION OF NORTH STRATFORD STREET
 HV4465'AND FAIRFAX DRIVE IN ARLINGTON.
 HV4465
 HV4465                          STATION RECOVERY (2003)
 HV4465
 HV4465'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4796 ***********************************************************************
 HV4796  DESIGNATION -  ARLINGTON CH OF BRETHERN SPIRE
 HV4796  PID         -  HV4796
 HV4796  STATE/COUNTY-  VA/ARLINGTON
 HV4796  USGS QUAD   -  ANNANDALE (1994)
 HV4796
 HV4796                         *CURRENT SURVEY CONTROL
 HV4796  ___________________________________________________________________
 HV4796* NAD 83(1993)-  38 52 05.90461(N)    077 08 10.84978(W)     ADJUSTED  
 HV4796* NAVD 88     -                                                        
 HV4796  ___________________________________________________________________
 HV4796  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HV4796  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV4796
 HV4796  HORZ ORDER  -  THIRD
 HV4796
 HV4796.The horizontal coordinates were established by classical geodetic methods
 HV4796.and adjusted by the National Geodetic Survey in November 1994..
 HV4796
 HV4796
 HV4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4796
 HV4796.The geoid height was determined by GEOID03.
 HV4796
 HV4796;                    North         East     Units Scale Factor Converg.
 HV4796;SPC VA N     - 2,134,260.857 3,618,337.676   MT  0.99995794   +0 51 03.9
 HV4796;SPC VA N     - 7,002,154.16 11,871,162.86   sFT  0.99995794   +0 51 03.9
 HV4796;UTM  18      - 4,304,331.523   314,658.303   MT  1.00002302   -1 20 27.6
 HV4796
 HV4796                          SUPERSEDED SURVEY CONTROL
 HV4796
 HV4796  NAD 83(1993)-  38 52 05.90330(N)    077 08 10.85196(W) AD(       ) 4
 HV4796  NAD 83(1986)-  38 52 05.90323(N)    077 08 10.86177(W) AD(       ) 4
 HV4796  NAD 27      -  38 52 05.50078(N)    077 08 11.93146(W) AD(       ) 3
 HV4796
 HV4796.Superseded values are not recommended for survey control.
 HV4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4796.See file dsdata.txt to determine how the superseded data were derived.
 HV4796
 HV4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1465804332(NAD 83)
 HV4796_MARKER: 91 = CHURCH CROSS
 HV4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4796+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 HV4796
 HV4796  HISTORY     - Date     Condition        Report By
 HV4796  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4796  HISTORY     - 20050120 GOOD             GEOCAC
 HV4796
 HV4796                          STATION DESCRIPTION
 HV4796
 HV4796'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4796'THE STATION IS THE CENTER OF THE TOP OF THE SILVER CROSS ON THE
 HV4796'CHARCOAL GREY SPIRE OF THE CHURCH OF THE BRETHERN.  THE STATION IS
 HV4796'ABOUT 75 FEET ABOVE THE GROUND.
 HV4796'
 HV4796'THE STATION IS LOCATED AT THE INTERSECTION OF SECOND STREET AND
 HV4796'MONTAGUE STREET IN ARLINGTON.
 HV4796
 HV4796                          STATION RECOVERY (2005)
 HV4796
 HV4796'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4863 ***********************************************************************
 HV4863  DESIGNATION -  ARLINGTON CHRIST UNIT METH CH
 HV4863  PID         -  HV4863
 HV4863  STATE/COUNTY-  VA/ARLINGTON
 HV4863  USGS QUAD   -  FALLS CHURCH (1994)
 HV4863
 HV4863                         *CURRENT SURVEY CONTROL
 HV4863  ___________________________________________________________________
 HV4863* NAD 83(1993)-  38 53 41.98280(N)    077 08 32.08840(W)     ADJUSTED  
 HV4863* NAVD 88     -                                                        
 HV4863  ___________________________________________________________________
 HV4863  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HV4863  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV4863
 HV4863  HORZ ORDER  -  THIRD
 HV4863
 HV4863.The horizontal coordinates were established by classical geodetic methods
 HV4863.and adjusted by the National Geodetic Survey in November 1994..
 HV4863
 HV4863
 HV4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4863
 HV4863.The geoid height was determined by GEOID03.
 HV4863
 HV4863;                    North         East     Units Scale Factor Converg.
 HV4863;SPC VA N     - 2,137,215.587 3,617,781.930   MT  0.99996008   +0 50 50.6
 HV4863;SPC VA N     - 7,011,848.14 11,869,339.55   sFT  0.99996008   +0 50 50.6
 HV4863;UTM  18      - 4,307,305.544   314,215.973   MT  1.00002503   -1 20 43.8
 HV4863
 HV4863                          SUPERSEDED SURVEY CONTROL
 HV4863
 HV4863  NAD 83(1993)-  38 53 41.98133(N)    077 08 32.09068(W) AD(       ) 4
 HV4863  NAD 83(1986)-  38 53 41.98121(N)    077 08 32.10036(W) AD(       ) 4
 HV4863  NAD 27      -  38 53 41.58012(N)    077 08 33.16968(W) AD(       ) 3
 HV4863
 HV4863.Superseded values are not recommended for survey control.
 HV4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4863.See file dsdata.txt to determine how the superseded data were derived.
 HV4863
 HV4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1421607306(NAD 83)
 HV4863_MARKER: 91 = CHURCH CROSS
 HV4863
 HV4863  HISTORY     - Date     Condition        Report By
 HV4863  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4863  HISTORY     - 20030803 MARK NOT FOUND   GEOCAC
 HV4863
 HV4863                          STATION DESCRIPTION
 HV4863
 HV4863'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4863'THE STATION IS THE CENTER OF THE TOP OF THE SILVER CROSS ON TOP OF
 HV4863'THE ALUMINUM SPIRE OF THE UNITED METHODIST CHRIST CHURCH.  THE
 HV4863'STATION IS ABOUT 79 FEET ABOVE THE GROUND SURFACE.
 HV4863'
 HV4863'THE STATION IS LOCATED AT THE SOUTH-WEST CORNER OF THE INTERSECTION
 HV4863'LEE HIGHWAY AND NORTH KENSINTON STREET IN ARLINGTON.
 HV4863
 HV4863                          STATION RECOVERY (2003)
 HV4863
 HV4863'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4863'FORMER UNITED METHODIST CHURCH BUILDING IS NOW THE RIVERDELL SCHOOL.
 HV4863'THE BUILDING STILL EXISTS, BUT IT NO LONGER HAS A SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4475 ***********************************************************************
 HV4475  DESIGNATION -  ARLINGTON COUNTY TANK
 HV4475  PID         -  HV4475
 HV4475  STATE/COUNTY-  VA/ARLINGTON
 HV4475  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4475
 HV4475                         *CURRENT SURVEY CONTROL
 HV4475  ___________________________________________________________________
 HV4475* NAD 83(1993)-  38 54 09.17831(N)    077 07 13.85171(W)     ADJUSTED  
 HV4475* NAVD 88     -                                                        
 HV4475  ___________________________________________________________________
 HV4475  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 HV4475  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV4475
 HV4475  HORZ ORDER  -  THIRD
 HV4475
 HV4475.The horizontal coordinates were established by classical geodetic methods
 HV4475.and adjusted by the National Geodetic Survey in November 1994..
 HV4475
 HV4475
 HV4475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4475
 HV4475.The geoid height was determined by GEOID03.
 HV4475
 HV4475;                    North         East     Units Scale Factor Converg.
 HV4475;SPC VA N     - 2,138,082.195 3,619,654.425   MT  0.99996073   +0 51 39.5
 HV4475;SPC VA N     - 7,014,691.33 11,875,482.89   sFT  0.99996073   +0 51 39.5
 HV4475;UTM  18      - 4,308,099.915   316,120.372   MT  1.00001636   -1 19 55.4
 HV4475
 HV4475                          SUPERSEDED SURVEY CONTROL
 HV4475
 HV4475  NAD 83(1993)-  38 54 09.17715(N)    077 07 13.85374(W) AD(       ) 4
 HV4475  NAD 83(1986)-  38 54 09.17694(N)    077 07 13.86362(W) AD(       ) 4
 HV4475  NAD 27      -  38 54 08.77592(N)    077 07 14.93395(W) AD(       ) 3
 HV4475
 HV4475.Superseded values are not recommended for survey control.
 HV4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4475.See file dsdata.txt to determine how the superseded data were derived.
 HV4475
 HV4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1612008100(NAD 83)
 HV4475_MARKER: 53 = ELEVATED TANK
 HV4475
 HV4475  HISTORY     - Date     Condition        Report By
 HV4475  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4475  HISTORY     - 20020819 GOOD             GEOCAC
 HV4475
 HV4475                          STATION DESCRIPTION
 HV4475
 HV4475'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4475'THE STATION IS THE CENTER TOP OF THE LIGHT BLUE ARLINGTON COUNTY
 HV4475'TANK.  THE WATER TANK IS ELEVATED BY NINE TUBULAR LEGS AND IS ABOUT
 HV4475'165 FEET HIGH.
 HV4475'
 HV4475'TO REACH THE STATION FROM THE INTERSECTION OF 24TH STREET AND OLD
 HV4475'DOMINION DRIVE, IN ARLINGTON, GO EAST ON 24TH STREET FOR 0.25 MILE
 HV4475'TO THE STATION ON THE LEFT.
 HV4475
 HV4475                          STATION RECOVERY (2002)
 HV4475
 HV4475'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV4475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4467 ***********************************************************************
 HV4467  DESIGNATION -  ARLINGTON FIRST BAP CH SPIRE
 HV4467  PID         -  HV4467
 HV4467  STATE/COUNTY-  VA/ARLINGTON
 HV4467  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4467
 HV4467                         *CURRENT SURVEY CONTROL
 HV4467  ___________________________________________________________________
 HV4467* NAD 83(1993)-  38 53 17.79343(N)    077 05 42.99828(W)     ADJUSTED  
 HV4467* NAVD 88     -                                                        
 HV4467  ___________________________________________________________________
 HV4467  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 HV4467  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV4467
 HV4467  HORZ ORDER  -  THIRD
 HV4467
 HV4467.The horizontal coordinates were established by classical geodetic methods
 HV4467.and adjusted by the National Geodetic Survey in November 1994..
 HV4467
 HV4467
 HV4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4467
 HV4467.The geoid height was determined by GEOID03.
 HV4467
 HV4467;                    North         East     Units Scale Factor Converg.
 HV4467;SPC VA N     - 2,136,531.079 3,621,867.523   MT  0.99995952   +0 52 36.2
 HV4467;SPC VA N     - 7,009,602.38 11,882,743.70   sFT  0.99995952   +0 52 36.2
 HV4467;UTM  18      - 4,306,465.174   318,272.612   MT  1.00000667   -1 18 56.8
 HV4467
 HV4467                          SUPERSEDED SURVEY CONTROL
 HV4467
 HV4467  NAD 83(1993)-  38 53 17.79221(N)    077 05 43.00023(W) AD(       ) 4
 HV4467  NAD 83(1986)-  38 53 17.79197(N)    077 05 43.01025(W) AD(       ) 4
 HV4467  NAD 27      -  38 53 17.39022(N)    077 05 44.08539(W) AD(       ) 3
 HV4467
 HV4467.Superseded values are not recommended for survey control.
 HV4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4467.See file dsdata.txt to determine how the superseded data were derived.
 HV4467
 HV4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1827306465(NAD 83)
 HV4467_MARKER: 90 = CHURCH SPIRE
 HV4467
 HV4467  HISTORY     - Date     Condition        Report By
 HV4467  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4467  HISTORY     - 20030806 GOOD             GEOCAC
 HV4467
 HV4467                          STATION DESCRIPTION
 HV4467
 HV4467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4467'THE STATION IS THE CENTER OF THE TOP OF THE CHARCOAL GREY SPIRE OF
 HV4467'THE FIRST BAPTIST CHURCH OF CLARENDON.  THERE IS NO CROSS ON THE
 HV4467'SPIRE AND THE STATION IS ABOUT 104 FEET ABOVE THE GROUND SURFACE.
 HV4467'
 HV4467'THE STATION IS LOCATED AT THE INTERSECTION OF NORTH HIGHLAND STREET
 HV4467'AND NORTH HARTFORD STREET IN CLARENDON.
 HV4467
 HV4467                          STATION RECOVERY (2003)
 HV4467
 HV4467'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4474 ***********************************************************************
 HV4474  DESIGNATION -  ARLINGTON FIRST PRESB CH SPIRE
 HV4474  PID         -  HV4474
 HV4474  STATE/COUNTY-  VA/ARLINGTON
 HV4474  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4474
 HV4474                         *CURRENT SURVEY CONTROL
 HV4474  ___________________________________________________________________
 HV4474* NAD 83(1993)-  38 52 37.64799(N)    077 06 47.67279(W)     ADJUSTED  
 HV4474* NAVD 88     -                                                        
 HV4474  ___________________________________________________________________
 HV4474  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HV4474  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV4474
 HV4474  HORZ ORDER  -  THIRD
 HV4474
 HV4474.The horizontal coordinates were established by classical geodetic methods
 HV4474.and adjusted by the National Geodetic Survey in November 1994..
 HV4474
 HV4474
 HV4474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4474
 HV4474.The geoid height was determined by GEOID03.
 HV4474
 HV4474;                    North         East     Units Scale Factor Converg.
 HV4474;SPC VA N     - 2,135,269.609 3,620,327.765   MT  0.99995862   +0 51 55.8
 HV4474;SPC VA N     - 7,005,463.71 11,877,692.01   sFT  0.99995862   +0 51 55.8
 HV4474;UTM  18      - 4,305,263.469   316,685.643   MT  1.00001381   -1 19 36.3
 HV4474
 HV4474                          SUPERSEDED SURVEY CONTROL
 HV4474
 HV4474  NAD 83(1993)-  38 52 37.64671(N)    077 06 47.67491(W) AD(       ) 4
 HV4474  NAD 83(1986)-  38 52 37.64662(N)    077 06 47.68482(W) AD(       ) 4
 HV4474  NAD 27      -  38 52 37.24423(N)    077 06 48.75693(W) AD(       ) 3
 HV4474
 HV4474.Superseded values are not recommended for survey control.
 HV4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4474.See file dsdata.txt to determine how the superseded data were derived.
 HV4474
 HV4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1668605263(NAD 83)
 HV4474_MARKER: 90 = CHURCH SPIRE
 HV4474
 HV4474  HISTORY     - Date     Condition        Report By
 HV4474  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4474
 HV4474                          STATION DESCRIPTION
 HV4474
 HV4474'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4474'THE STATION IS THE CENTER OF THE WEATHER VANE ON THE ARLINGTON
 HV4474'FIRST PRESBYTERIAN CHURCH SPIRE.  THE CHURCH IS RED BRICK WITH A
 HV4474'GRAY AND WHITE SPIRE.
 HV4474'
 HV4474'THE CHURCH IS LOCATED JUST NORTHWEST OF THE INTERSECTION OF NORTH
 HV4474'CARLYN AND SPRINGS ROAD IN ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4749 ***********************************************************************
 HV4749  DESIGNATION -  ARLINGTON FOREST METH CH SPIRE
 HV4749  PID         -  HV4749
 HV4749  STATE/COUNTY-  VA/ARLINGTON
 HV4749  USGS QUAD   -  ALEXANDRIA (1994)
 HV4749
 HV4749                         *CURRENT SURVEY CONTROL
 HV4749  ___________________________________________________________________
 HV4749* NAD 83(1993)-  38 52 05.84607(N)    077 06 44.36607(W)     ADJUSTED  
 HV4749* NAVD 88     -                                                        
 HV4749  ___________________________________________________________________
 HV4749  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 HV4749  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV4749
 HV4749  HORZ ORDER  -  THIRD
 HV4749
 HV4749.The horizontal coordinates were established by classical geodetic methods
 HV4749.and adjusted by the National Geodetic Survey in November 1994..
 HV4749
 HV4749
 HV4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4749
 HV4749.The geoid height was determined by GEOID03.
 HV4749
 HV4749;                    North         East     Units Scale Factor Converg.
 HV4749;SPC VA N     - 2,134,290.292 3,620,422.282   MT  0.99995794   +0 51 57.9
 HV4749;SPC VA N     - 7,002,250.73 11,878,002.10   sFT  0.99995794   +0 51 57.9
 HV4749;UTM  18      - 4,304,281.199   316,742.634   MT  1.00001355   -1 19 33.3
 HV4749
 HV4749                          SUPERSEDED SURVEY CONTROL
 HV4749
 HV4749  NAD 83(1993)-  38 52 05.84477(N)    077 06 44.36819(W) AD(       ) 4
 HV4749  NAD 83(1986)-  38 52 05.84475(N)    077 06 44.37815(W) AD(       ) 4
 HV4749  NAD 27      -  38 52 05.44226(N)    077 06 45.45070(W) AD(       ) 3
 HV4749
 HV4749.Superseded values are not recommended for survey control.
 HV4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4749.See file dsdata.txt to determine how the superseded data were derived.
 HV4749
 HV4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1674304281(NAD 83)
 HV4749_MARKER: 91 = CHURCH CROSS
 HV4749
 HV4749  HISTORY     - Date     Condition        Report By
 HV4749  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4749  HISTORY     - 20030819 GOOD             GEOCAC
 HV4749
 HV4749                          STATION DESCRIPTION
 HV4749
 HV4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4749'THE STATION IS THE CENTER OF THE CROSS ON TOP OF THE ARLINGTON
 HV4749'FOREST UNITED METHODIST CHURCH SPIRE.  THE CROSS AND TOWER HAS AN
 HV4749'OVERALL HEIGHT OF 84 FEET.  THE SPIRE IS GREY AND WHITE SITTING ON
 HV4749'A RED BRICK TOWER WITH TAN CONCRETE PILLARS.
 HV4749'
 HV4749'THE CHURCH IS LOCATED AT 4701 ARLINGTON BLVD. IN ARLINGTON.
 HV4749
 HV4749                          STATION RECOVERY (2003)
 HV4749
 HV4749'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4554 ***********************************************************************
 HV4554  DESIGNATION -  ARLINGTON FT BARNARD TANK
 HV4554  PID         -  HV4554
 HV4554  STATE/COUNTY-  VA/ARLINGTON
 HV4554  USGS QUAD   -  ALEXANDRIA (1994)
 HV4554
 HV4554                         *CURRENT SURVEY CONTROL
 HV4554  ___________________________________________________________________
 HV4554* NAD 83(1993)-  38 51 01.83384(N)    077 05 34.79807(W)     ADJUSTED  
 HV4554* NAVD 88     -                                                        
 HV4554  ___________________________________________________________________
 HV4554  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 HV4554  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV4554
 HV4554  HORZ ORDER  -  THIRD
 HV4554
 HV4554.The horizontal coordinates were established by classical geodetic methods
 HV4554.and adjusted by the National Geodetic Survey in November 1994..
 HV4554
 HV4554
 HV4554.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4554
 HV4554.The geoid height was determined by GEOID03.
 HV4554
 HV4554;                    North         East     Units Scale Factor Converg.
 HV4554;SPC VA N     - 2,132,342.196 3,622,129.374   MT  0.99995663   +0 52 41.3
 HV4554;SPC VA N     - 6,995,859.35 11,883,602.79   sFT  0.99995663   +0 52 41.3
 HV4554;UTM  18      - 4,302,269.137   318,374.062   MT  1.00000622   -1 18 47.8
 HV4554
 HV4554                          SUPERSEDED SURVEY CONTROL
 HV4554
 HV4554  NAD 83(1993)-  38 51 01.83253(N)    077 05 34.80009(W) AD(       ) 4
 HV4554  NAD 83(1986)-  38 51 01.83232(N)    077 05 34.80987(W) AD(       ) 4
 HV4554  NAD 27      -  38 51 01.42903(N)    077 05 35.88581(W) AD(       ) 3
 HV4554
 HV4554.Superseded values are not recommended for survey control.
 HV4554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4554.See file dsdata.txt to determine how the superseded data were derived.
 HV4554
 HV4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1837402269(NAD 83)
 HV4554_MARKER: 53 = ELEVATED TANK
 HV4554
 HV4554  HISTORY     - Date     Condition        Report By
 HV4554  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4554  HISTORY     - 1969     GOOD             CGS
 HV4554
 HV4554                          STATION DESCRIPTION
 HV4554
 HV4554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4554'THE STATION IS APPROXIMATELY 2.5 MILES SOUTH OF ARLINGTON POST
 HV4554'OFFICE, INSIDE Y-INTERSECTION FORMED BY SOUTH POLLARD STREET
 HV4554'AND WALTER REED DRIVE AND ON THE PROPERTY OF THE ARLINGTON
 HV4554'COUNTY WATER DEPARTMENT.
 HV4554'
 HV4554'THE STATION IS THE CENTER OF AN 8 LEGGED, STEEL STRUCTURE
 HV4554'WHICH SUPPORTS A METAL, OVAL-SHAPED TANK WHICH IS ABOUT 100 FEET
 HV4554'HIGH.
 HV4554'
 HV4554'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HV4554'BARNARD, THE DISTANCE BEING 114.09 FT. (34.775M) NORTH-NORTHEAST
 HV4554'OF BARNARD.
 HV4554
 HV4554                          STATION RECOVERY (1969)
 HV4554
 HV4554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4554'AT 2050 WALTER REED DRIVE IN ARLINGTON.
 HV4554'
 HV4554'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BARNARD
 HV4554'1958, DISTANCE BEING 113.99 FEET (34.744 METERS) NORTH-NORTHEAST OF
 HV4554'STATION BARNARD 1958.  THE STATION IS THE CENTER OF THE RISER OF A
 HV4554'100 FEET HIGH WATER TANK SUPPORTED BY EIGHT LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4478 ***********************************************************************
 HV4478  DESIGNATION -  ARLINGTON FT MYER CHAPEL SPIRE
 HV4478  PID         -  HV4478
 HV4478  STATE/COUNTY-  VA/ARLINGTON
 HV4478  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4478
 HV4478                         *CURRENT SURVEY CONTROL
 HV4478  ___________________________________________________________________
 HV4478* NAD 83(1993)-  38 52 50.34879(N)    077 04 43.78615(W)     ADJUSTED  
 HV4478* NAVD 88     -                                                        
 HV4478  ___________________________________________________________________
 HV4478  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV4478  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV4478
 HV4478  HORZ ORDER  -  THIRD
 HV4478
 HV4478.The horizontal coordinates were established by classical geodetic methods
 HV4478.and adjusted by the National Geodetic Survey in November 1994..
 HV4478
 HV4478
 HV4478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4478
 HV4478.The geoid height was determined by GEOID03.
 HV4478
 HV4478;                    North         East     Units Scale Factor Converg.
 HV4478;SPC VA N     - 2,135,706.866 3,623,307.450   MT  0.99995890   +0 53 13.1
 HV4478;SPC VA N     - 7,006,898.28 11,887,467.86   sFT  0.99995890   +0 53 13.1
 HV4478;UTM  18      - 4,305,586.442   319,680.017   MT  1.00000040   -1 18 18.8
 HV4478
 HV4478                          SUPERSEDED SURVEY CONTROL
 HV4478
 HV4478  NAD 83(1993)-  38 52 50.34761(N)    077 04 43.78811(W) AD(       ) 4
 HV4478  NAD 83(1986)-  38 52 50.34735(N)    077 04 43.79831(W) AD(       ) 4
 HV4478  NAD 27      -  38 52 49.94573(N)    077 04 44.87448(W) AD(       ) 3
 HV4478
 HV4478.Superseded values are not recommended for survey control.
 HV4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4478.See file dsdata.txt to determine how the superseded data were derived.
 HV4478
 HV4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1968005586(NAD 83)
 HV4478_MARKER: 90 = CHURCH SPIRE
 HV4478
 HV4478  HISTORY     - Date     Condition        Report By
 HV4478  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4478  HISTORY     - 20030805 GOOD             GEOCAC
 HV4478
 HV4478                          STATION DESCRIPTION
 HV4478
 HV4478'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4478'THE STATION IS THE CENTER OF THE TOP OF THE BALL ON TOP OF THE SPIRE
 HV4478'OF THE FORT MEYER CHAPEL.  THE STATION IS ABOUT 94 FEET ABOVE THE
 HV4478'GROUND SURFACE.
 HV4478'
 HV4478'THE STATION IS LOCATED ON LEE AVENUE AT THE ENTRANCE TO THE ARLINGTON
 HV4478'NATIONAL CEMETERY ON THE FORT MEYER MILITARY RESERVATION.
 HV4478
 HV4478                          STATION RECOVERY (2003)
 HV4478
 HV4478'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4471 ***********************************************************************
 HV4471  DESIGNATION -  ARLINGTON FT MYER TANK
 HV4471  PID         -  HV4471
 HV4471  STATE/COUNTY-  VA/ARLINGTON
 HV4471  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4471
 HV4471                         *CURRENT SURVEY CONTROL
 HV4471  ___________________________________________________________________
 HV4471* NAD 83(1993)-  38 52 56.88540(N)    077 05 01.44941(W)     ADJUSTED  
 HV4471* NAVD 88     -                                                        
 HV4471  ___________________________________________________________________
 HV4471  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HV4471  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV4471
 HV4471  HORZ ORDER  -  THIRD
 HV4471
 HV4471.The horizontal coordinates were established by classical geodetic methods
 HV4471.and adjusted by the National Geodetic Survey in November 1994..
 HV4471
 HV4471
 HV4471.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4471
 HV4471.The geoid height was determined by GEOID03.
 HV4471
 HV4471;                    North         East     Units Scale Factor Converg.
 HV4471;SPC VA N     - 2,135,901.824 3,622,878.666   MT  0.99995905   +0 53 02.1
 HV4471;SPC VA N     - 7,007,537.90 11,886,061.09   sFT  0.99995905   +0 53 02.1
 HV4471;UTM  18      - 4,305,797.668   319,258.988   MT  1.00000227   -1 18 30.1
 HV4471
 HV4471                          SUPERSEDED SURVEY CONTROL
 HV4471
 HV4471  NAD 83(1993)-  38 52 56.88419(N)    077 05 01.45133(W) AD(       ) 4
 HV4471  NAD 83(1986)-  38 52 56.88396(N)    077 05 01.46148(W) AD(       ) 4
 HV4471  NAD 27      -  38 52 56.48195(N)    077 05 02.53725(W) AD(       ) 3
 HV4471
 HV4471.Superseded values are not recommended for survey control.
 HV4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4471.See file dsdata.txt to determine how the superseded data were derived.
 HV4471
 HV4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1925905798(NAD 83)
 HV4471_MARKER: 51 = TANK
 HV4471
 HV4471  HISTORY     - Date     Condition        Report By
 HV4471  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4471
 HV4471                          STATION DESCRIPTION
 HV4471
 HV4471'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4471'THE STATION IS THE CENTER OF THE TOP OF THE FORT MEYER (NORTH AREA)
 HV4471'WATER TANK.  THE WATER TANK IS A SELFSUPPORTED SILVER TANK ABOUT
 HV4471'103 FEET ABOVE THE GROUND.
 HV4471'
 HV4471'THE STATION IS LOCATED ON THE FORT MEYER MILITARY RESERVATION ABOUT
 HV4471'0.05 MILE WEST OF THE INTERSECTION OF JACKSON AVENUE AND SHERIDAN
 HV4471'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4555 ***********************************************************************
 HV4555  DESIGNATION -  ARLINGTON HALL TANK
 HV4555  PID         -  HV4555
 HV4555  STATE/COUNTY-  VA/ARLINGTON
 HV4555  USGS QUAD   -  ALEXANDRIA (1994)
 HV4555
 HV4555                         *CURRENT SURVEY CONTROL
 HV4555  ___________________________________________________________________
 HV4555* NAD 83(1993)-  38 52 04.34268(N)    077 06 18.26031(W)     ADJUSTED  
 HV4555* NAVD 88     -                                                        
 HV4555  ___________________________________________________________________
 HV4555  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 HV4555  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV4555
 HV4555  HORZ ORDER  -  THIRD
 HV4555
 HV4555.The horizontal coordinates were established by classical geodetic methods
 HV4555.and adjusted by the National Geodetic Survey in November 1994..
 HV4555
 HV4555
 HV4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4555
 HV4555.The geoid height was determined by GEOID03.
 HV4555
 HV4555;                    North         East     Units Scale Factor Converg.
 HV4555;SPC VA N     - 2,134,253.477 3,621,052.231   MT  0.99995791   +0 52 14.2
 HV4555;SPC VA N     - 7,002,129.95 11,880,068.86   sFT  0.99995791   +0 52 14.2
 HV4555;UTM  18      - 4,304,220.313   317,370.748   MT  1.00001072   -1 19 16.9
 HV4555
 HV4555                          SUPERSEDED SURVEY CONTROL
 HV4555
 HV4555  NAD 83(1993)-  38 52 04.34139(N)    077 06 18.26242(W) AD(       ) 4
 HV4555  NAD 83(1986)-  38 52 04.34144(N)    077 06 18.27237(W) AD(       ) 4
 HV4555  NAD 27      -  38 52 03.93880(N)    077 06 19.33093(W) AD(       ) 3
 HV4555
 HV4555.Superseded values are not recommended for survey control.
 HV4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4555.See file dsdata.txt to determine how the superseded data were derived.
 HV4555
 HV4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1737104220(NAD 83)
 HV4555_MARKER: 53 = ELEVATED TANK
 HV4555
 HV4555  HISTORY     - Date     Condition        Report By
 HV4555  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4555  HISTORY     - 1969     GOOD             CGS
 HV4555
 HV4555                          STATION DESCRIPTION
 HV4555
 HV4555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4555'THE STATION IS THE BALL AT THE TOP AND CENTER OF THE ELEVATED
 HV4555'WATER TANK WHICH IS ABOUT 0.3 MILE WEST-SOUTHWEST FROM GLEBE
 HV4555'ROAD AND LEE BOULVARD (U.S. HIGHWAY 50), AND ABOUT 500 FEET
 HV4555'SOUTH FROM LEE BOULVARD.  THE TANK IS ABOUT 120 FEET HIGH.
 HV4555'THE TANK IS PAINTED ORANGE AND THE LEGS ARE PAINTED WHITE AND
 HV4555'ORANGE.
 HV4555
 HV4555                          STATION RECOVERY (1969)
 HV4555
 HV4555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4555'THE STATION IS THE CENTER OF THE TOP OF THE WHITE AND ORANGE ELEVATED
 HV4555'WATER TANK.  THE TANK IS ELEVATED BY 7 TUBULAR LEGS AND IS ABOUT 120
 HV4555'FEET ABOVE THE GROUND.
 HV4555'
 HV4555'THE STATION IS LOCATED ON THE ARLINGTON HALL MILITARY RESERVATION
 HV4555'IN ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4855 ***********************************************************************
 HV4855  DESIGNATION -  ARLINGTON MEMORIAL BAP SPIRE
 HV4855  PID         -  HV4855
 HV4855  STATE/COUNTY-  VA/ARLINGTON
 HV4855  USGS QUAD   -  FALLS CHURCH (1994)
 HV4855
 HV4855                         *CURRENT SURVEY CONTROL
 HV4855  ___________________________________________________________________
 HV4855* NAD 83(1993)-  38 54 48.43723(N)    077 08 06.44839(W)     ADJUSTED  
 HV4855* NAVD 88     -                                                        
 HV4855  ___________________________________________________________________
 HV4855  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 HV4855  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4855
 HV4855  HORZ ORDER  -  THIRD
 HV4855
 HV4855.The horizontal coordinates were established by classical geodetic methods
 HV4855.and adjusted by the National Geodetic Survey in November 1994..
 HV4855
 HV4855
 HV4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4855
 HV4855.The geoid height was determined by GEOID03.
 HV4855
 HV4855;                    North         East     Units Scale Factor Converg.
 HV4855;SPC VA N     - 2,139,273.706 3,618,369.256   MT  0.99996169   +0 51 06.6
 HV4855;SPC VA N     - 7,018,600.48 11,871,266.47   sFT  0.99996169   +0 51 06.6
 HV4855;UTM  18      - 4,309,339.807   314,881.671   MT  1.00002199   -1 20 29.6
 HV4855
 HV4855                          SUPERSEDED SURVEY CONTROL
 HV4855
 HV4855  NAD 83(1993)-  38 54 48.43608(N)    077 08 06.45016(W) AD(       ) 4
 HV4855  NAD 83(1986)-  38 54 48.43602(N)    077 08 06.45963(W) AD(       ) 4
 HV4855  NAD 27      -  38 54 48.03542(N)    077 08 07.52924(W) AD(       ) 3
 HV4855
 HV4855.Superseded values are not recommended for survey control.
 HV4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4855.See file dsdata.txt to determine how the superseded data were derived.
 HV4855
 HV4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1488209340(NAD 83)
 HV4855_MARKER: 91 = CHURCH CROSS
 HV4855
 HV4855  HISTORY     - Date     Condition        Report By
 HV4855  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4855  HISTORY     - 20030804 GOOD             GEOCAC
 HV4855
 HV4855                          STATION DESCRIPTION
 HV4855
 HV4855'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4855'THE STATION IS THE CENTER OF THE TOP OF THE DARK BROWN CROSS ON THE
 HV4855'DARK BROWN SPIRE OF THE MEMORIAL BAPTIST CHURCH.  THE STATION IS
 HV4855'ABOUT 94 FEET ABOVE THE GROUND SURFACE.
 HV4855'
 HV4855'THE STATION IS LOCATED AT THE INTERSECTION OF NORTH GLEBE ROAD AND
 HV4855'DITTMAR ROAD IN ARLINGTON.
 HV4855
 HV4855                          STATION RECOVERY (2003)
 HV4855
 HV4855'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4806 ***********************************************************************
 HV4806  DESIGNATION -  ARLINGTON MINOR HILL STANDPIPE
 HV4806  PID         -  HV4806
 HV4806  STATE/COUNTY-  VA/ARLINGTON
 HV4806  USGS QUAD   -  FALLS CHURCH (1994)
 HV4806
 HV4806                         *CURRENT SURVEY CONTROL
 HV4806  ___________________________________________________________________
 HV4806* NAD 83(1993)-  38 54 07.77003(N)    077 09 31.38075(W)     ADJUSTED  
 HV4806* NAVD 88     -                                                        
 HV4806  ___________________________________________________________________
 HV4806  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HV4806  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV4806
 HV4806  HORZ ORDER  -  THIRD
 HV4806
 HV4806.The horizontal coordinates were established by classical geodetic methods
 HV4806.and adjusted by the National Geodetic Survey in November 1994..
 HV4806
 HV4806
 HV4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4806
 HV4806.The geoid height was determined by GEOID03.
 HV4806
 HV4806;                    North         East     Units Scale Factor Converg.
 HV4806;SPC VA N     - 2,137,989.671 3,616,341.672   MT  0.99996069   +0 50 13.6
 HV4806;SPC VA N     - 7,014,387.78 11,864,614.30   sFT  0.99996069   +0 50 13.6
 HV4806;SPC MD       -   137,156.863   386,232.708   MT  0.99994995   -0 05 58.6
 HV4806;SPC MD       -   449,988.81  1,267,165.14   sFT  0.99994995   -0 05 58.6
 HV4806;UTM  18      - 4,308,134.231   312,806.296   MT  1.00003151   -1 21 21.8
 HV4806
 HV4806                          SUPERSEDED SURVEY CONTROL
 HV4806
 HV4806  NAD 83(1993)-  38 54 07.76894(N)    077 09 31.38306(W) AD(       ) 4
 HV4806  NAD 83(1986)-  38 54 07.76876(N)    077 09 31.39298(W) AD(       ) 4
 HV4806  NAD 27      -  38 54 07.36646(N)    077 09 32.45987(W) AD(       ) 3
 HV4806
 HV4806.Superseded values are not recommended for survey control.
 HV4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4806.See file dsdata.txt to determine how the superseded data were derived.
 HV4806
 HV4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1280608134(NAD 83)
 HV4806_MARKER: 52 = STANDPIPE TANK
 HV4806
 HV4806  HISTORY     - Date     Condition        Report By
 HV4806  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4806  HISTORY     - 1969     GOOD             CGS
 HV4806
 HV4806                          STATION DESCRIPTION
 HV4806
 HV4806'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4806'THE STATION IS THE APEX OF THE CONCRETE STANDPIPE WHICH IS AT
 HV4806'NORTH POWHATAN STREET AND NORTH ROCKINGHAM STREET, ON MINOR HILL.
 HV4806'ABOUT 1-1/2 MILES NORTH-NORTHEAST OF FALLS CHURCH.
 HV4806'
 HV4806'THE STRUCTURE IS CONCRETE ABOUT 30 FEET IN DIAMETER AND 120
 HV4806'FEET HIGH.
 HV4806
 HV4806                          STATION RECOVERY (1969)
 HV4806
 HV4806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4806'THE STATION IS THE TOP CENTER OF A CONE ON TOP OF A GRAY, 85 FOOT
 HV4806'STANDPIPE.
 HV4806'
 HV4806'THE STATION IS LOCATED AT INTERSECTION OF NORTH POWHATAN AND NORTH
 HV4806'ROCKINGHAM STREETS IN ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4476 ***********************************************************************
 HV4476  DESIGNATION -  ARLINGTON MT OLIVE METH CH
 HV4476  PID         -  HV4476
 HV4476  STATE/COUNTY-  VA/ARLINGTON
 HV4476  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4476
 HV4476                         *CURRENT SURVEY CONTROL
 HV4476  ___________________________________________________________________
 HV4476* NAD 83(1993)-  38 53 20.49496(N)    077 07 08.93372(W)     ADJUSTED  
 HV4476* NAVD 88     -                                                        
 HV4476  ___________________________________________________________________
 HV4476  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 HV4476  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV4476
 HV4476  HORZ ORDER  -  THIRD
 HV4476
 HV4476.The horizontal coordinates were established by classical geodetic methods
 HV4476.and adjusted by the National Geodetic Survey in November 1994..
 HV4476
 HV4476
 HV4476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4476
 HV4476.The geoid height was determined by GEOID03.
 HV4476
 HV4476;                    North         East     Units Scale Factor Converg.
 HV4476;SPC VA N     - 2,136,582.954 3,619,795.489   MT  0.99995958   +0 51 42.5
 HV4476;SPC VA N     - 7,009,772.57 11,875,945.70   sFT  0.99995958   +0 51 42.5
 HV4476;UTM  18      - 4,306,596.289   316,203.973   MT  1.00001599   -1 19 50.9
 HV4476
 HV4476                          SUPERSEDED SURVEY CONTROL
 HV4476
 HV4476  NAD 83(1993)-  38 53 20.49377(N)    077 07 08.93574(W) AD(       ) 4
 HV4476  NAD 83(1986)-  38 53 20.49359(N)    077 07 08.94564(W) AD(       ) 4
 HV4476  NAD 27      -  38 53 20.09188(N)    077 07 10.01762(W) AD(       ) 3
 HV4476
 HV4476.Superseded values are not recommended for survey control.
 HV4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4476.See file dsdata.txt to determine how the superseded data were derived.
 HV4476
 HV4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1620406596(NAD 83)
 HV4476_MARKER: 90 = CHURCH SPIRE
 HV4476
 HV4476  HISTORY     - Date     Condition        Report By
 HV4476  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4476  HISTORY     - 20041025 GOOD             GEOCAC
 HV4476
 HV4476                          STATION DESCRIPTION
 HV4476
 HV4476'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4476'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE OF THE MOUNT OLIVE
 HV4476'METHODIST CHURCH.  THE SPIRE IS LIGHT GREY IN COLOR AND DOES NOT
 HV4476'HAVE A CROSS ON IT.  THE STATION IS ABOUT 100 FEET ABOVE THE GROUND.
 HV4476'
 HV4476'THE STATION IS LOCATED ON THE CORNER OF NORTH GLEBE ROAD AND 15 TH.
 HV4476'STREET IN ARLINGTON.
 HV4476
 HV4476                          STATION RECOVERY (2004)
 HV4476
 HV4476'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4556 ***********************************************************************
 HV4556  DESIGNATION -  ARLINGTON NAVAL RADAR TOWER
 HV4556  PID         -  HV4556
 HV4556  STATE/COUNTY-  VA/ARLINGTON
 HV4556  USGS QUAD   -  ALEXANDRIA (1994)
 HV4556
 HV4556                         *CURRENT SURVEY CONTROL
 HV4556  ___________________________________________________________________
 HV4556* NAD 83(1993)-  38 52 04.51179(N)    077 04 46.44224(W)     ADJUSTED  
 HV4556* NAVD 88     -                                                        
 HV4556  ___________________________________________________________________
 HV4556  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 HV4556  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV4556
 HV4556  HORZ ORDER  -  THIRD
 HV4556
 HV4556.The horizontal coordinates were established by classical geodetic methods
 HV4556.and adjusted by the National Geodetic Survey in November 1994..
 HV4556
 HV4556
 HV4556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4556
 HV4556.The geoid height was determined by GEOID03.
 HV4556
 HV4556;                    North         East     Units Scale Factor Converg.
 HV4556;SPC VA N     - 2,134,292.629 3,623,265.308   MT  0.99995791   +0 53 11.5
 HV4556;SPC VA N     - 7,002,258.40 11,887,329.60   sFT  0.99995791   +0 53 11.5
 HV4556;UTM  18      - 4,304,174.792   319,583.809   MT  1.00000083   -1 18 19.2
 HV4556
 HV4556                          SUPERSEDED SURVEY CONTROL
 HV4556
 HV4556  NAD 83(1993)-  38 52 04.51044(N)    077 04 46.44411(W) AD(       ) 4
 HV4556  NAD 83(1986)-  38 52 04.51041(N)    077 04 46.45449(W) AD(       ) 4
 HV4556  NAD 27      -  38 52 04.10869(N)    077 04 47.53064(W) AD(       ) 3
 HV4556
 HV4556.Superseded values are not recommended for survey control.
 HV4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4556.See file dsdata.txt to determine how the superseded data were derived.
 HV4556
 HV4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1958404175(NAD 83)
 HV4556_MARKER: 55 = TOWER
 HV4556
 HV4556  HISTORY     - Date     Condition        Report By
 HV4556  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4556
 HV4556                          STATION DESCRIPTION
 HV4556
 HV4556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4556'STATION IS APPROXIMATELY 1.25 MILES WEST-SOUTHWEST OF THE
 HV4556'PENTAGON BUILDING AND AT THE FORMER NAVAL COMMUNICATIONS
 HV4556'STATION WHICH IS NOW THE NAVAL EXHIBIT CENTER, LOCATED AT
 HV4556'8TH. STREET S. AND S. COURT HOUSE RD..
 HV4556'
 HV4556'THE STATION IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATLY
 HV4556'150 FEET HIGH.
 HV4556'
 HV4556'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE
 HV4556'OF THE TOWER TO TRIANGULATION STATION WIRE 2 1934, DISTANCE
 HV4556'BEING 75.67 FEET (23.067 METERS) SOUTH OF STATION WIRE 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4736 ***********************************************************************
 HV4736  DESIGNATION -  ARLINGTON PRESB CH SPIRE
 HV4736  PID         -  HV4736
 HV4736  STATE/COUNTY-  VA/ARLINGTON
 HV4736  USGS QUAD   -  ALEXANDRIA (1994)
 HV4736
 HV4736                         *CURRENT SURVEY CONTROL
 HV4736  ___________________________________________________________________
 HV4736* NAD 83(1993)-  38 51 41.07578(N)    077 05 35.99800(W)     ADJUSTED  
 HV4736* NAVD 88     -                                                        
 HV4736  ___________________________________________________________________
 HV4736  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 HV4736  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV4736
 HV4736  HORZ ORDER  -  THIRD
 HV4736
 HV4736.The horizontal coordinates were established by classical geodetic methods
 HV4736.and adjusted by the National Geodetic Survey in November 1994..
 HV4736
 HV4736
 HV4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4736
 HV4736.The geoid height was determined by GEOID03.
 HV4736
 HV4736;                    North         East     Units Scale Factor Converg.
 HV4736;SPC VA N     - 2,133,551.657 3,622,081.904   MT  0.99995742   +0 52 40.5
 HV4736;SPC VA N     - 6,999,827.39 11,883,447.05   sFT  0.99995742   +0 52 40.5
 HV4736;UTM  18      - 4,303,479.588   318,372.878   MT  1.00000623   -1 18 49.7
 HV4736
 HV4736                          SUPERSEDED SURVEY CONTROL
 HV4736
 HV4736  NAD 83(1993)-  38 51 41.07453(N)    077 05 35.99998(W) AD(       ) 4
 HV4736  NAD 83(1986)-  38 51 41.07450(N)    077 05 36.01015(W) AD(       ) 4
 HV4736  NAD 27      -  38 51 40.67123(N)    077 05 37.08464(W) AD(       ) 3
 HV4736
 HV4736.Superseded values are not recommended for survey control.
 HV4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4736.See file dsdata.txt to determine how the superseded data were derived.
 HV4736
 HV4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1837303480(NAD 83)
 HV4736_MARKER: 91 = CHURCH CROSS
 HV4736
 HV4736  HISTORY     - Date     Condition        Report By
 HV4736  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4736
 HV4736                          STATION DESCRIPTION
 HV4736
 HV4736'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4736'THE STATION IS THE CENTER OF THE TOP OF THE WHITE CROSS ABOVE THE
 HV4736'WHITE SPIRE OF THE ARLINGTON PRESBYTERIAN CHURCH.  THE STATION IS
 HV4736'ABOUT 87 FEET ABOVE THE GROUND SURFACE.
 HV4736'
 HV4736'THE STATION IS LOCATED AT THE CORNER OF SOUTH LINCOLN STREET AND
 HV4736'COLUMBIA PIKE IN ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4807 ***********************************************************************
 HV4807  DESIGNATION -  ARLINGTON RAD STA WAVA MAST
 HV4807  PID         -  HV4807
 HV4807  STATE/COUNTY-  VA/ARLINGTON
 HV4807  USGS QUAD   -  FALLS CHURCH (1994)
 HV4807
 HV4807                         *CURRENT SURVEY CONTROL
 HV4807  ___________________________________________________________________
 HV4807* NAD 83(1993)-  38 53 44.66577(N)    077 08 02.15728(W)     ADJUSTED  
 HV4807* NAVD 88     -                                                        
 HV4807  ___________________________________________________________________
 HV4807  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 HV4807  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV4807
 HV4807  HORZ ORDER  -  THIRD
 HV4807
 HV4807.The horizontal coordinates were established by classical geodetic methods
 HV4807.and adjusted by the National Geodetic Survey in November 1994..
 HV4807
 HV4807
 HV4807.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4807
 HV4807.The geoid height was determined by GEOID03.
 HV4807
 HV4807;                    North         East     Units Scale Factor Converg.
 HV4807;SPC VA N     - 2,137,309.009 3,618,501.883   MT  0.99996015   +0 51 09.3
 HV4807;SPC VA N     - 7,012,154.64 11,871,701.59   sFT  0.99996015   +0 51 09.3
 HV4807;SPC MD       -   136,440.985   388,381.481   MT  0.99994991   -0 05 02.6
 HV4807;SPC MD       -   447,640.13  1,274,214.91   sFT  0.99994991   -0 05 02.6
 HV4807;UTM  18      - 4,307,371.354   314,939.019   MT  1.00002173   -1 20 25.0
 HV4807
 HV4807                          SUPERSEDED SURVEY CONTROL
 HV4807
 HV4807  NAD 83(1993)-  38 53 44.66446(N)    077 08 02.15947(W) AD(       ) 4
 HV4807  NAD 83(1986)-  38 53 44.66439(N)    077 08 02.16922(W) AD(       ) 4
 HV4807  NAD 27      -  38 53 44.26317(N)    077 08 03.23812(W) AD(       ) 3
 HV4807
 HV4807.Superseded values are not recommended for survey control.
 HV4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4807.See file dsdata.txt to determine how the superseded data were derived.
 HV4807
 HV4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1493907371(NAD 83)
 HV4807_MARKER: 45 = MICROWAVE TOWER
 HV4807
 HV4807  HISTORY     - Date     Condition        Report By
 HV4807  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4807  HISTORY     - 1958     GOOD             CGS
 HV4807  HISTORY     - 1959     GOOD             CGS
 HV4807  HISTORY     - 1969     GOOD             CGS
 HV4807
 HV4807                          STATION DESCRIPTION
 HV4807
 HV4807'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4807'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE RADIO TOWER
 HV4807'WHICH IS IN ARLINGTON, LOCATED AT THE JUNCTION OF GEORGE MASON
 HV4807'DRIVE AND LEE HIGHWAY AND IS ABOUT 100 YARDS NORTH OF AN A T AND T
 HV4807'MICROWAVE TOWER.  THE TOWER IS A 3-LEGGED STEEL STRUCTURE,
 HV4807'PAINTED RED AND WHITE AND IS ABOUT 300 FEET IN HEIGHT.
 HV4807
 HV4807                          STATION RECOVERY (1958)
 HV4807
 HV4807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV4807'STATION IS LOCATED ABOUT 3.5 MILES WEST ON LEE HIGHWAY (U.S.
 HV4807'HIGHWAYS 29 AND 211), FROM KEY BRIDGE ACROSS THE POTOMAC RIVER.
 HV4807'IT IS A FEW HUNDRED FEET SOUTH OF LEE HIGHWAY.  JUST WEST
 HV4807'OF GEORGE MASON DRIVE AND EAST OF A LARGE MICRO WAVE RELAY TOWER.
 HV4807'IT IS A HIGH, 3 LEGGED RADIO TOWER AND THE POINT INTERSECTED
 HV4807'WAS THE TOPMOST RED LIGHT.
 HV4807
 HV4807                          STATION RECOVERY (1959)
 HV4807
 HV4807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 HV4807'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 HV4807'AS DESCRIBED IN THE 1958 RECOVERY NOTE.
 HV4807
 HV4807                          STATION RECOVERY (1969)
 HV4807
 HV4807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4807'THE STATION IS THE CENTER OF THE TOP OF THE LIGHT ON TOP OF THE MAST
 HV4807'OF THE RADIO STATION WAVA.  THE MAST IS ORANGE AND WHITE.  IT IS
 HV4807'A SELF-SUPPORTED TOWER WITH AN ANTENNA MAST ON TOP.  THE
 HV4807'STATION IS ABOUT 350 FEET ABOVE THE GROUND SURFACE.
 HV4807'
 HV4807'THE STATION IS LOCATED AT 1901 FORT MEYER DRIVE IN ARLINGTON.
 HV4807'
 HV4807'THE 1957 NAME OF THE STATION IS ARLINGTON RADIO STATION WARL
 HV4807'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4858 ***********************************************************************
 HV4858  DESIGNATION -  ARLINGTON RESURRECTION LUTH CH
 HV4858  PID         -  HV4858
 HV4858  STATE/COUNTY-  VA/ARLINGTON
 HV4858  USGS QUAD   -  FALLS CHURCH (1994)
 HV4858
 HV4858                         *CURRENT SURVEY CONTROL
 HV4858  ___________________________________________________________________
 HV4858* NAD 83(1993)-  38 53 27.98092(N)    077 09 05.98259(W)     ADJUSTED  
 HV4858* NAVD 88     -                                                        
 HV4858  ___________________________________________________________________
 HV4858  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HV4858  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV4858
 HV4858  HORZ ORDER  -  THIRD
 HV4858
 HV4858.The horizontal coordinates were established by classical geodetic methods
 HV4858.and adjusted by the National Geodetic Survey in November 1994..
 HV4858
 HV4858
 HV4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4858
 HV4858.The geoid height was determined by GEOID03.
 HV4858
 HV4858;                    North         East     Units Scale Factor Converg.
 HV4858;SPC VA N     - 2,136,771.837 3,616,971.596   MT  0.99995976   +0 50 29.5
 HV4858;SPC VA N     - 7,010,392.27 11,866,680.98   sFT  0.99995976   +0 50 29.5
 HV4858;UTM  18      - 4,306,893.097   313,389.198   MT  1.00002883   -1 21 04.7
 HV4858
 HV4858                          SUPERSEDED SURVEY CONTROL
 HV4858
 HV4858  NAD 83(1993)-  38 53 27.97925(N)    077 09 05.98476(W) AD(       ) 4
 HV4858  NAD 83(1986)-  38 53 27.97940(N)    077 09 05.99449(W) AD(       ) 4
 HV4858  NAD 27      -  38 53 27.57930(N)    077 09 07.06333(W) AD(       ) 3
 HV4858
 HV4858.Superseded values are not recommended for survey control.
 HV4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4858.See file dsdata.txt to determine how the superseded data were derived.
 HV4858
 HV4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1338906893(NAD 83)
 HV4858_MARKER: 91 = CHURCH CROSS
 HV4858
 HV4858  HISTORY     - Date     Condition        Report By
 HV4858  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4858  HISTORY     - 1999     GOOD             VADH
 HV4858
 HV4858                          STATION DESCRIPTION
 HV4858
 HV4858'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4858'THE STATION IS THE CENTER OF THE TOP OF THE ALUMINUM CROSS ON THE
 HV4858'THIN ALUMINUM SPIRE OF THE RESURRECTION LUTHERN CHURCH.  THE STATION
 HV4858'IS ABOUT 104 FEET ABOVE THE GROUND.
 HV4858'
 HV4858'THE STATION IS LOCATED AT THE INTERSECTION OF NORTH POTOMAC STREET
 HV4858'AND WASHINGTON BOULEVARD.
 HV4858
 HV4858                          STATION RECOVERY (1999)
 HV4858
 HV4858'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1999 (TBV)
 HV4858'THE INTERSECTION POSITION IS REPORTED TO BE OFF BY 450 METERS,
 HV4858'WHEN PLOTTED ON THE FALLS CHURCH USGS TOPO SHEET.  THIS IS A NO-CHECK
 HV4858'INTERSECTION POSITION AND COULD WELL BE OFF BY THIS MUCH.  THE
 HV4858'POSITION CANNOT BE REDETERMINED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4808 ***********************************************************************
 HV4808  DESIGNATION -  ARLINGTON TV WTTG TOWER
 HV4808  PID         -  HV4808
 HV4808  STATE/COUNTY-  VA/ARLINGTON
 HV4808  USGS QUAD   -  FALLS CHURCH (1994)
 HV4808
 HV4808                         *CURRENT SURVEY CONTROL
 HV4808  ___________________________________________________________________
 HV4808* NAD 83(1993)-  38 53 29.95525(N)    077 07 53.28840(W)     ADJUSTED  
 HV4808* NAVD 88     -                                                        
 HV4808  ___________________________________________________________________
 HV4808  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HV4808  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV4808
 HV4808  HORZ ORDER  -  THIRD
 HV4808
 HV4808.The horizontal coordinates were established by classical geodetic methods
 HV4808.and adjusted by the National Geodetic Survey in November 1994..
 HV4808
 HV4808
 HV4808.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4808
 HV4808.The geoid height was determined by GEOID03.
 HV4808
 HV4808;                    North         East     Units Scale Factor Converg.
 HV4808;SPC VA N     - 2,136,858.631 3,618,722.337   MT  0.99995980   +0 51 14.8
 HV4808;SPC VA N     - 7,010,677.03 11,872,424.87   sFT  0.99995980   +0 51 14.8
 HV4808;SPC MD       -   135,987.068   388,594.541   MT  0.99994989   -0 04 57.1
 HV4808;SPC MD       -   446,150.91  1,274,913.92   sFT  0.99994989   -0 04 57.1
 HV4808;UTM  18      - 4,306,912.843   315,142.091   MT  1.00002081   -1 20 19.0
 HV4808
 HV4808                          SUPERSEDED SURVEY CONTROL
 HV4808
 HV4808  NAD 83(1993)-  38 53 29.95393(N)    077 07 53.29060(W) AD(       ) 4
 HV4808  NAD 83(1986)-  38 53 29.95358(N)    077 07 53.30019(W) AD(       ) 4
 HV4808  NAD 27      -  38 53 29.55140(N)    077 07 54.37090(W) AD(       ) 3
 HV4808
 HV4808.Superseded values are not recommended for survey control.
 HV4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4808.See file dsdata.txt to determine how the superseded data were derived.
 HV4808
 HV4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1514206913(NAD 83)
 HV4808_MARKER: 43 = RADIO/TV TOWER
 HV4808
 HV4808  HISTORY     - Date     Condition        Report By
 HV4808  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4808  HISTORY     - 1958     GOOD             CGS
 HV4808  HISTORY     - 1969     GOOD             CGS
 HV4808
 HV4808                          STATION DESCRIPTION
 HV4808
 HV4808'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4808'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE TV TOWER
 HV4808'WHICH IS IN ARLINGTON LOCATED AT 19TH STREET AND NORTH GEORGE
 HV4808'MASON DRIVE.  IT IS THE DUMONT BROADCASTING CORPORATION TV
 HV4808'CHANNEL 5.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT
 HV4808'500 FEET HIGH AND PAINTED RED AND WHITE.
 HV4808
 HV4808                          STATION RECOVERY (1958)
 HV4808
 HV4808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV4808'STATION IS LOCATED ABOUT 3.5 MILES WEST ON LEE HIGHWAY (U.S.
 HV4808'HIGHWAYS 29 AND 211), FROM KEY BRIDGE ACROSS THE POTOMAC RIVER.
 HV4808'IT IS ABOUT 0.3 MILE SOUTH OF LEE HIGHWAY AND WARL RADIO
 HV4808'TOWER.  WEST OF GEORGE MASON DRIVE AND EAST OF GARRISON STREET,
 HV4808'AT 5217 NORTH 19TH ROAD.  IT IS A HIGH 4 LEGGED TV TOWER AND THE
 HV4808'TOPMOST RED LIGHT WAS THE POINT INTERSECTED.
 HV4808
 HV4808                          STATION RECOVERY (1969)
 HV4808
 HV4808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4808'THE STATION WAS RECOVERED AS DESCRIBED BY W.E.R. 1957, HOWEVER, THE
 HV4808'NAME OF THE STATION IS SUBJECT TO CHANGE IN THE NEAR FUTURE TO
 HV4808'ARLINGTON RAD STA WETA FM MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4737 ***********************************************************************
 HV4737  DESIGNATION -  ARLINGTON UNITED METH CH SPIRE
 HV4737  PID         -  HV4737
 HV4737  STATE/COUNTY-  VA/ARLINGTON
 HV4737  USGS QUAD   -  ALEXANDRIA (1994)
 HV4737
 HV4737                         *CURRENT SURVEY CONTROL
 HV4737  ___________________________________________________________________
 HV4737* NAD 83(1993)-  38 51 53.65577(N)    077 05 35.41231(W)     ADJUSTED  
 HV4737* NAVD 88     -                                                        
 HV4737  ___________________________________________________________________
 HV4737  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HV4737  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV4737
 HV4737  HORZ ORDER  -  THIRD
 HV4737
 HV4737.The horizontal coordinates were established by classical geodetic methods
 HV4737.and adjusted by the National Geodetic Survey in November 1994..
 HV4737
 HV4737
 HV4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4737
 HV4737.The geoid height was determined by GEOID03.
 HV4737
 HV4737;                    North         East     Units Scale Factor Converg.
 HV4737;SPC VA N     - 2,133,939.739 3,622,090.078   MT  0.99995768   +0 52 40.9
 HV4737;SPC VA N     - 7,001,100.63 11,883,473.86   sFT  0.99995768   +0 52 40.9
 HV4737;UTM  18      - 4,303,867.093   318,395.889   MT  1.00000613   -1 18 49.7
 HV4737
 HV4737                          SUPERSEDED SURVEY CONTROL
 HV4737
 HV4737  NAD 83(1993)-  38 51 53.65451(N)    077 05 35.41425(W) AD(       ) 4
 HV4737  NAD 83(1986)-  38 51 53.65446(N)    077 05 35.42442(W) AD(       ) 4
 HV4737  NAD 27      -  38 51 53.25156(N)    077 05 36.49901(W) AD(       ) 3
 HV4737
 HV4737.Superseded values are not recommended for survey control.
 HV4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4737.See file dsdata.txt to determine how the superseded data were derived.
 HV4737
 HV4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1839603867(NAD 83)
 HV4737_MARKER: 91 = CHURCH CROSS
 HV4737
 HV4737  HISTORY     - Date     Condition        Report By
 HV4737  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4737  HISTORY     - 20020831 GOOD             INDIV
 HV4737
 HV4737                          STATION DESCRIPTION
 HV4737
 HV4737'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4737'THE STATION IS THE CENTER OF THE CROSS ON THE ARLINGTON UNITED
 HV4737'METHODIST CHURCH SPIRE, LOCATED AT THE INTERSECTION OF SOUTH GLEB
 HV4737'ROAD AND SOUTH 8TH. STREET IN ARLINGTON AND IS ABOUT 72 FEET ABOVE
 HV4737'THE GROUND.
 HV4737
 HV4737                          STATION RECOVERY (2002)
 HV4737
 HV4737'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV4737'CHURCH IS LOCATED ON NORTHWEST CORNER OF SOUTH 8TH STREET AND SOUTH
 HV4737'-GLEBE- ROAD (CORRECTING MISSPELLING IN 1969 DESCRIPTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4850 ***********************************************************************
 HV4850  DESIGNATION -  ARLINGTON WALKER CHAP METH CH
 HV4850  PID         -  HV4850
 HV4850  STATE/COUNTY-  VA/ARLINGTON
 HV4850  USGS QUAD   -  FALLS CHURCH (1994)
 HV4850
 HV4850                         *CURRENT SURVEY CONTROL
 HV4850  ___________________________________________________________________
 HV4850* NAD 83(1993)-  38 55 17.91995(N)    077 07 44.66249(W)     ADJUSTED  
 HV4850* NAVD 88     -                                                        
 HV4850  ___________________________________________________________________
 HV4850  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HV4850  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4850
 HV4850  HORZ ORDER  -  THIRD
 HV4850
 HV4850.The horizontal coordinates were established by classical geodetic methods
 HV4850.and adjusted by the National Geodetic Survey in November 1994..
 HV4850
 HV4850
 HV4850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4850
 HV4850.The geoid height was determined by GEOID03.
 HV4850
 HV4850;                    North         East     Units Scale Factor Converg.
 HV4850;SPC VA N     - 2,140,190.555 3,618,880.471   MT  0.99996244   +0 51 20.2
 HV4850;SPC VA N     - 7,021,608.51 11,872,943.68   sFT  0.99996244   +0 51 20.2
 HV4850;UTM  18      - 4,310,236.470   315,427.636   MT  1.00001951   -1 20 16.7
 HV4850
 HV4850                          SUPERSEDED SURVEY CONTROL
 HV4850
 HV4850  NAD 83(1993)-  38 55 17.91891(N)    077 07 44.66432(W) AD(       ) 4
 HV4850  NAD 83(1986)-  38 55 17.91887(N)    077 07 44.67398(W) AD(       ) 4
 HV4850  NAD 27      -  38 55 17.51853(N)    077 07 45.74531(W) AD(       ) 3
 HV4850
 HV4850.Superseded values are not recommended for survey control.
 HV4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4850.See file dsdata.txt to determine how the superseded data were derived.
 HV4850
 HV4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1542810236(NAD 83)
 HV4850_MARKER: 91 = CHURCH CROSS
 HV4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4850+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2005
 HV4850
 HV4850  HISTORY     - Date     Condition        Report By
 HV4850  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4850  HISTORY     - 20050121 GOOD             GEOCAC
 HV4850
 HV4850                          STATION DESCRIPTION
 HV4850
 HV4850'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4850'THE STATION IS THE CENTER OF THE TOP OF THE SILVER CROSS ON THE
 HV4850'CHARCOAL GREY SPIRE OF THE WALKER CHAPEL METHODIST CHURCH.  THE
 HV4850'STATION IS ABOUT 100 FEET ABOVE THE GROUND SURFACE.
 HV4850'
 HV4850'THE STATION IS LOCATED AT THE JUNCTION OF NORTH GLEBE ROAD, NORTH
 HV4850'UPLAND STREET, DITTMAR ROAD AND GLEBE ROAD IN ARLINGTON.
 HV4850
 HV4850                          STATION RECOVERY (2005)
 HV4850
 HV4850'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4853 ***********************************************************************
 HV4853  DESIGNATION -  ARLINGTON WESTOVER BAP CH
 HV4853  PID         -  HV4853
 HV4853  STATE/COUNTY-  VA/ARLINGTON
 HV4853  USGS QUAD   -  FALLS CHURCH (1994)
 HV4853
 HV4853                         *CURRENT SURVEY CONTROL
 HV4853  ___________________________________________________________________
 HV4853* NAD 83(1993)-  38 52 54.65292(N)    077 08 17.47380(W)     ADJUSTED  
 HV4853* NAVD 88     -                                                        
 HV4853  ___________________________________________________________________
 HV4853  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HV4853  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV4853
 HV4853  HORZ ORDER  -  THIRD
 HV4853
 HV4853.The horizontal coordinates were established by classical geodetic methods
 HV4853.and adjusted by the National Geodetic Survey in November 1994..
 HV4853
 HV4853
 HV4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4853
 HV4853.The geoid height was determined by GEOID03.
 HV4853
 HV4853;                    North         East     Units Scale Factor Converg.
 HV4853;SPC VA N     - 2,135,761.509 3,618,155.715   MT  0.99995900   +0 50 59.8
 HV4853;SPC VA N     - 7,007,077.55 11,870,565.87   sFT  0.99995900   +0 50 59.8
 HV4853;UTM  18      - 4,305,838.135   314,533.871   MT  1.00002358   -1 20 33.2
 HV4853
 HV4853                          SUPERSEDED SURVEY CONTROL
 HV4853
 HV4853  NAD 83(1993)-  38 52 54.65163(N)    077 08 17.47603(W) AD(       ) 4
 HV4853  NAD 83(1986)-  38 52 54.65154(N)    077 08 17.48569(W) AD(       ) 4
 HV4853  NAD 27      -  38 52 54.24961(N)    077 08 18.55545(W) AD(       ) 3
 HV4853
 HV4853.Superseded values are not recommended for survey control.
 HV4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4853.See file dsdata.txt to determine how the superseded data were derived.
 HV4853
 HV4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1453405838(NAD 83)
 HV4853_MARKER: 90 = CHURCH SPIRE
 HV4853
 HV4853  HISTORY     - Date     Condition        Report By
 HV4853  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4853  HISTORY     - 20020807 GOOD             GEOCAC
 HV4853
 HV4853                          STATION DESCRIPTION
 HV4853
 HV4853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4853'THE STATION IS THE CENTER OF THE TOP OF THE WHITE SPIRE OF THE
 HV4853'WESTOVER BAPTIST CHURCH.  THE SPIRE DOES NOT HAVE A CROSS ON IT AND
 HV4853'IS ABOUT 143 FEET ABOVE THE GROUND SURFACE.
 HV4853'
 HV4853'THE STATION IS LOCATED AT THE CORNER OF 11TH STREET AND PATRICK HENRY
 HV4853'DRIVE IN EAST FALLS CHURCH.
 HV4853
 HV4853                          STATION RECOVERY (2002)
 HV4853
 HV4853'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV4853'CHURCH LOCATED AT 1125 N. PATRICK HENRY DRIVE NOW HAS A CROSS ON THE
 HV4853'SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3927 ***********************************************************************
 GV3927  DESIGNATION -  ARM
 GV3927  PID         -  GV3927
 GV3927  STATE/COUNTY-  VA/C OF HAMPTON
 GV3927  USGS QUAD   -  HAMPTON (1986)
 GV3927
 GV3927                         *CURRENT SURVEY CONTROL
 GV3927  ___________________________________________________________________
 GV3927* NAD 83(1993)-  37 00 53.74958(N)    076 20 31.03763(W)     ADJUSTED  
 GV3927* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3927  ___________________________________________________________________
 GV3927  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 GV3927  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 GV3927
 GV3927  HORZ ORDER  -  THIRD
 GV3927
 GV3927.The horizontal coordinates were established by classical geodetic methods
 GV3927.and adjusted by the National Geodetic Survey in September 1995..
 GV3927
 GV3927.The orthometric height was scaled from a topographic map.
 GV3927
 GV3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3927
 GV3927.The geoid height was determined by GEOID03.
 GV3927
 GV3927;                    North         East     Units Scale Factor Converg.
 GV3927;SPC VA S     - 1,077,834.676 3,692,030.040   MT  0.99996422   +1 18 35.2
 GV3927;SPC VA S     - 3,536,195.93 12,112,935.22   sFT  0.99996422   +1 18 35.2
 GV3927;UTM  18      - 4,097,370.401   380,618.449   MT  0.99977557   -0 48 28.7
 GV3927
 GV3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3927!SPC VA S     -   1.00000580  x   0.99996422  =   0.99997002
 GV3927!UTM  18      -   1.00000580  x   0.99977557  =   0.99978137
 GV3927
 GV3927|---------------------------------------------------------------------|
 GV3927| PID    Reference Object                     Distance      Geod. Az  |
 GV3927|                                                           dddmmss.s |
 GV3927| DC8942 ARM RM 2                                           06728     |
 GV3927| GV4075 WALL                                267.011 METERS 08740     |
 GV3927| GV4009 N I                                 APPROX. 1.6 KM 1025111.3 |
 GV3927| GV3983 HAMPTON CREEK BEACON 6              APPROX. 0.8 KM 1525320.1 |
 GV3927| DC8941 ARM RM 1                                           22754     |
 GV3927|---------------------------------------------------------------------|
 GV3927
 GV3927                          SUPERSEDED SURVEY CONTROL
 GV3927
 GV3927  NAD 83(1986)-  37 00 53.75442(N)    076 20 31.07351(W) AD(       ) 3
 GV3927  NAD 27      -  37 00 53.22000(N)    076 20 32.27600(W) AD(       ) 3
 GV3927
 GV3927.Superseded values are not recommended for survey control.
 GV3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3927.See file dsdata.txt to determine how the superseded data were derived.
 GV3927
 GV3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8061897370(NAD 83)
 GV3927_MARKER: H = DRILL HOLE
 GV3927_SETTING: 0 = UNSPECIFIED SETTING
 GV3927
 GV3927  HISTORY     - Date     Condition        Report By
 GV3927  HISTORY     - 1945     MONUMENTED       USE
 GV3927  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV3927  HISTORY     - 1966     MARK NOT FOUND   CGS
 GV3927
 GV3927                          STATION DESCRIPTION
 GV3927
 GV3927'DESCRIBED BY US ENGINEERS 1945 (PCW)
 GV3927'THIS STATION IS ABOUT 0.7 MILE E ALONG IVY HOME ROAD FROM THE
 GV3927'INTERSECTION OF IVY HOME ROAD AND KECOUGHTAN ROAD W OF HAMPTON.
 GV3927'IT IS ABOUT 150 YARDS W OF THE END OF THE ROAD AT HAMPTON CREEK.
 GV3927'A CONSOLIDATED OIL COMPANY WHARF IS LOCATED THERE.  THE MARK IS
 GV3927'SET IN THE BACK YARD OF THE LARGE WHITE 2-STORY RESIDENCE, 107
 GV3927'FEET S OF THE ROAD, 15 FEET W OF THE LINE OF TREES, AND 8 FEET
 GV3927'SE OF THE CENTER OF A LARGE BUSH.  IT IS A 6- BY 6-INCH
 GV3927'SANDSTONE SET 2 INCHES ABOVE GROUND WITH A HOLE DRILLED IN THE
 GV3927'CENTER AND CHISELED U.S.
 GV3927'
 GV3927'REFERENCE MARK 1 IS A 3/4-INCH GALVANIZED-IRON PIPE PROJECTING
 GV3927'3 INCHES ABOVE GROUND.
 GV3927'
 GV3927'REFERENCE MARK 2 IS A 1-INCH GALVANIZED-IRON PIPE PROJECTING 2
 GV3927'FEET ABOVE GROUND.
 GV3927
 GV3927                          STATION RECOVERY (1960)
 GV3927
 GV3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3927'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THIS STATION IS
 GV3927'BELIEVED TO BE LOST.
 GV3927
 GV3927                          STATION RECOVERY (1966)
 GV3927
 GV3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 GV3927'STATION SEARCHED FOR, NOT RECOVERED.  BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4270 ***********************************************************************
 GV4270  DESIGNATION -  ARMISTEAD VFC 1937
 GV4270  PID         -  GV4270
 GV4270  STATE/COUNTY-  VA/MATHEWS
 GV4270  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV4270
 GV4270                         *CURRENT SURVEY CONTROL
 GV4270  ___________________________________________________________________
 GV4270* NAD 83(1993)-  37 21 58.84698(N)    076 20 14.28697(W)     ADJUSTED  
 GV4270* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4270  ___________________________________________________________________
 GV4270  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 GV4270  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 GV4270
 GV4270  HORZ ORDER  -  THIRD
 GV4270
 GV4270.The horizontal coordinates were established by classical geodetic methods
 GV4270.and adjusted by the National Geodetic Survey in September 1995..
 GV4270
 GV4270.The orthometric height was scaled from a topographic map.
 GV4270
 GV4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4270
 GV4270.The geoid height was determined by GEOID03.
 GV4270
 GV4270;                    North         East     Units Scale Factor Converg.
 GV4270;SPC VA S     - 1,116,832.604 3,691,550.656   MT  0.99994540   +1 18 45.3
 GV4270;SPC VA S     - 3,664,141.63 12,111,362.44   sFT  0.99994540   +1 18 45.3
 GV4270;UTM  18      - 4,136,352.430   381,582.562   MT  0.99977273   -0 48 42.2
 GV4270
 GV4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4270!SPC VA S     -   1.00000539  x   0.99994540  =   0.99995079
 GV4270!UTM  18      -   1.00000539  x   0.99977273  =   0.99977812
 GV4270
 GV4270:                Primary Azimuth Mark                     Grid Az
 GV4270:SPC VA S     -  SEVERN 1905                              219 31 21.7
 GV4270:UTM  18      -  SEVERN 1905                              221 38 49.2
 GV4270
 GV4270|---------------------------------------------------------------------|
 GV4270| PID    Reference Object                     Distance      Geod. Az  |
 GV4270|                                                           dddmmss.s |
 GV4270| GV4344 SEVERN 1905                         APPROX. 7.8 KM 2205007.0 |
 GV4270|---------------------------------------------------------------------|
 GV4270
 GV4270                          SUPERSEDED SURVEY CONTROL
 GV4270
 GV4270  NAD 83(1993)-  37 21 58.84588(N)    076 20 14.28778(W) AD(       ) 3
 GV4270  NAD 83(1986)-  37 21 58.85591(N)    076 20 14.31619(W) AD(       ) 3
 GV4270  NAD 27      -  37 21 58.35500(N)    076 20 15.51900(W) AD(       ) 3
 GV4270
 GV4270.Superseded values are not recommended for survey control.
 GV4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4270.See file dsdata.txt to determine how the superseded data were derived.
 GV4270
 GV4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8158336352(NAD 83)
 GV4270_MARKER: U = CONCRETE POST
 GV4270_SETTING: 0 = UNSPECIFIED SETTING
 GV4270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4270
 GV4270  HISTORY     - Date     Condition        Report By
 GV4270  HISTORY     - 1937     MONUMENTED       VACF
 GV4270  HISTORY     - 1944     GOOD             CGS
 GV4270  HISTORY     - 1952     GOOD             CGS
 GV4270  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4270
 GV4270                          STATION DESCRIPTION
 GV4270
 GV4270'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4270'STATION IS ON LOW LAND A LITTLE WAYS ABOVE ORDINARY HIGH-WATER
 GV4270'MARK, AT THE FOOT OF A 6-FOOT BLUFF AND THE CLEARED LAND OF
 GV4270'MR. ARMISTEADS HOME.
 GV4270'
 GV4270'STATION IS MARKED BY A CONCRETE MARKER.
 GV4270
 GV4270                          STATION RECOVERY (1944)
 GV4270
 GV4270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4270'STATION RECOVERED IN GOOD CONDITION, 4 METERS INSHORE FROM
 GV4270'HIGH-WATER LINE, AND FLUSH WITH THE SURFACE OF THE GROUND.  THE
 GV4270'ORIGINAL DESCRIPTION AND SKETCH ARE CORRECT AND ADEQUATE FOR
 GV4270'PRESENT-DAY RECOVERY.  THE REMAINS OF AN OLD SIGNAL TOWER OVER
 GV4270'THE STATION WILL AID IN THE RECOVERY FOR SEVERAL YEARS.  A
 GV4270'SMALL CEDAR TREE IS 7.6 METERS S OF THE STATION.
 GV4270
 GV4270                          STATION RECOVERY (1952)
 GV4270
 GV4270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4270'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4270'USED WITH THE 1944 RECOVERY NOTE IS CONSIDERED ADEQUATE FOR
 GV4270'FUTURE RECOVERY.
 GV4270
 GV4270                          STATION RECOVERY (2002)
 GV4270
 GV4270'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9006 ***********************************************************************
 HV9006  DESIGNATION -  ARMORY
 HV9006  PID         -  HV9006
 HV9006  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9006  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV9006
 HV9006                         *CURRENT SURVEY CONTROL
 HV9006  ___________________________________________________________________
 HV9006* NAD 83(1993)-  38 43 30.21008(N)    077 28 12.81254(W)     ADJUSTED  
 HV9006* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 HV9006  ___________________________________________________________________
 HV9006  X           -   1,080,941.795 (meters)                     COMP
 HV9006  Y           -  -4,863,850.601 (meters)                     COMP
 HV9006  Z           -   3,968,581.975 (meters)                     COMP
 HV9006  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 HV9006  ELLIP HEIGHT-          49.62  (meters)          (06/04/02) GPS OBS
 HV9006  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV9006
 HV9006  HORZ ORDER  -  SECOND
 HV9006  ELLP ORDER  -  FOURTH    CLASS II
 HV9006
 HV9006.The horizontal coordinates were established by GPS observations
 HV9006.and adjusted by the National Geodetic Survey in November 1994..
 HV9006
 HV9006.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9006
 HV9006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9006
 HV9006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9006
 HV9006.The ellipsoidal height was determined by GPS observations
 HV9006.and is referenced to NAD 83.
 HV9006
 HV9006.The geoid height was determined by GEOID03.
 HV9006
 HV9006;                    North         East     Units Scale Factor Converg.
 HV9006;SPC VA N     - 2,117,982.655 3,589,543.504   MT  0.99995014   +0 38 33.7
 HV9006;SPC VA N     - 6,948,748.09 11,776,693.98   sFT  0.99995014   +0 38 33.7
 HV9006;UTM  18      - 4,289,163.645   285,258.874   MT  1.00016789   -1 32 45.3
 HV9006
 HV9006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9006!SPC VA N     -   0.99999221  x   0.99995014  =   0.99994236
 HV9006!UTM  18      -   0.99999221  x   1.00016789  =   1.00016010
 HV9006
 HV9006                          SUPERSEDED SURVEY CONTROL
 HV9006
 HV9006  ELLIP H (11/14/94)   49.56   (m)                       GP(       ) 4 2
 HV9006  NAD 83(1993)-  38 43 30.20987(N)    077 28 12.82391(W) AD(       ) 2
 HV9006  ELLIP H (01/27/92)   49.02   (m)                       GP(       ) 4 1
 HV9006  NAD 83(1986)-  38 43 30.20943(N)    077 28 12.82521(W) AD(       ) 2
 HV9006  NGVD 29 (01/20/89)   81.8    (m)          268.     (f) GPS OBS        
 HV9006
 HV9006.Superseded values are not recommended for survey control.
 HV9006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9006.See file dsdata.txt to determine how the superseded data were derived.
 HV9006
 HV9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8525989164(NAD 83)
 HV9006_MARKER: A = ALUMINUM MARKER
 HV9006_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9006_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9006+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 HV9006
 HV9006  HISTORY     - Date     Condition        Report By
 HV9006  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9006  HISTORY     - 19870110 GOOD             GEOHYD
 HV9006  HISTORY     - 20030527 GOOD             GEOMET
 HV9006
 HV9006                          STATION DESCRIPTION
 HV9006
 HV9006'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9006'THE STATION IS LOCATED IN CENTRAL PRINCE WILLIAM COUNTY VIRGINIA IN
 HV9006'FRONT OF THE NATIONAL GUARD ARMORY.
 HV9006'
 HV9006'TO REACH THE STATION FROM ROUTE 28 AND ROUTE 234, DUMFRIES ROAD, GO
 HV9006'SOUTH ON ROUTE 234 FOR 2.0 MILES TO THE NATIONAL GUARD ARMORY ON THE
 HV9006'RIGHT, IN THE GRASS AREA BETWEEN THE TWO ENTRANCES TO THE ARMORY.
 HV9006'
 HV9006'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9006'GROUND, AND IS 58.61 FEET SOUTHWEST OF THE EDGE OF PAVEMENT OF ROUTE
 HV9006'234, 86.90 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 HV9006'FLAGPOLE BASE, AND 39.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HV9006'BRICK SIGN.
 HV9006'
 HV9006'THE AZIMUTH MARK IS THE TOP OF AN ANTENNA ON TOP OF THE NEW MANASSAS
 HV9006'WATER TANK WHICH LIES EAST OF ROUTE 234 AND SOUTH OF THE RAILROAD
 HV9006'TRACKS.
 HV9006
 HV9006                          STATION RECOVERY (1987)
 HV9006
 HV9006'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9006'RECOVERED IN GOOD CONDITION.
 HV9006
 HV9006                          STATION RECOVERY (2003)
 HV9006
 HV9006'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (FJJ)
 HV9006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1116 ***********************************************************************
 HW1116  DESIGNATION -  ARP 1966
 HW1116  PID         -  HW1116
 HW1116  STATE/COUNTY-  VA/AUGUSTA
 HW1116  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1116
 HW1116                         *CURRENT SURVEY CONTROL
 HW1116  ___________________________________________________________________
 HW1116* NAD 83(1986)-  38 15 42.     (N)    078 53 56.     (W)     SCALED    
 HW1116* NAVD 88     -       360.205  (meters)    1181.77   (feet)  ADJUSTED  
 HW1116  ___________________________________________________________________
 HW1116  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1116  DYNAMIC HT  -         359.941 (meters)    1180.91  (feet)  COMP
 HW1116  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 HW1116
 HW1116  VERT ORDER  -  SECOND    CLASS 0
 HW1116
 HW1116.This mark is at Shenandoah Valley Regional Airport (SHD)
 HW1116
 HW1116.The horizontal coordinates were scaled from a topographic map and have
 HW1116.an estimated accuracy of +/- 6 seconds.
 HW1116
 HW1116.The orthometric height was determined by differential leveling
 HW1116.and adjusted by the National Geodetic Survey in June 1991..
 HW1116
 HW1116.The geoid height was determined by GEOID03.
 HW1116
 HW1116.The dynamic height is computed by dividing the NAVD 88
 HW1116.geopotential number by the normal gravity value computed on the
 HW1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1116.degrees latitude (g = 980.6199 gals.).
 HW1116
 HW1116.The modeled gravity was interpolated from observed gravity values.
 HW1116
 HW1116;                    North         East    Units  Estimated Accuracy
 HW1116;SPC VA N     - 2,066,120.    3,465,090.      MT  (+/- 180 meters Scaled)
 HW1116
 HW1116                          SUPERSEDED SURVEY CONTROL
 HW1116
 HW1116  NGVD 29 (??/??/92)  360.349  (m)         1182.24   (f) ADJ UNCH    2 0
 HW1116
 HW1116.Superseded values are not recommended for survey control.
 HW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1116.See file dsdata.txt to determine how the superseded data were derived.
 HW1116
 HW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC838369(NAD 83)
 HW1116_MARKER: DT = TOPOGRAPHIC STATION DISK
 HW1116_SETTING: 66 = SET IN ROCK OUTCROP
 HW1116_SP_SET: BEDROCK
 HW1116_STAMPING: ARP 1966
 HW1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1116+STABILITY: POSITION/ELEVATION WELL
 HW1116
 HW1116  HISTORY     - Date     Condition        Report By
 HW1116  HISTORY     - 1966     MONUMENTED       CGS
 HW1116  HISTORY     - 1969     MARK NOT FOUND   NGS
 HW1116
 HW1116                          STATION DESCRIPTION
 HW1116
 HW1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HW1116'1.9 MI S FROM WEYERS CAVE.
 HW1116'THE MARK IS LOCATED IN THE GEOMETRIC CENTER OF THE SHENANDOAH
 HW1116'VALLEY AIRPORT, ABOUT 160 FEET NORTHWEST OF THE MIDPOINT OF THE
 HW1116'RUNWAY.  IT IS 184.8 FEET NORTHWEST OF RUNWAY LIGHT 28, 180.3
 HW1116'FEET WEST OF RUNWAY LIGHT 30, 22.9 FEET EAST OF THE CORNER OF
 HW1116'THE FENCE.  A STANDARD TOPOGRAPHIC DISK SET IN THE OF BEDROCK
 HW1116'FLUSH WITH THE GROUND AND STAMPED ARP 1966.
 HW1116
 HW1116                          STATION RECOVERY (1969)
 HW1116
 HW1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HW1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1154 ***********************************************************************
 GW1154  DESIGNATION -  ARP 2
 GW1154  PID         -  GW1154
 GW1154  STATE/COUNTY-  VA/CAMPBELL
 GW1154  USGS QUAD   -  CITY FARM (1985)
 GW1154
 GW1154                         *CURRENT SURVEY CONTROL
 GW1154  ___________________________________________________________________
 GW1154* NAD 83(1986)-  37 19 45.     (N)    079 11 53.     (W)     SCALED    
 GW1154* NAVD 88     -       281.240  (meters)     922.70   (feet)  POSTED    
 GW1154  ___________________________________________________________________
 GW1154  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW1154  DYNAMIC HT  -         281.030 (meters)     922.01  (feet)  COMP
 GW1154  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 GW1154
 GW1154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1154
 GW1154.This mark is at Lynchburg Regional/preston Glenn Fld Airport (LYH)
 GW1154
 GW1154.The horizontal coordinates were scaled from a topographic map and have
 GW1154.an estimated accuracy of +/- 6 seconds.
 GW1154
 GW1154.The orthometric height was determined by differential leveling
 GW1154.and adjusted by the National Geodetic Survey in 1992..
 GW1154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1154.rate of 0.0 thru 1.0 mm/km.
 GW1154
 GW1154.Photographs are available for this station.
 GW1154
 GW1154.The geoid height was determined by GEOID03.
 GW1154
 GW1154.The dynamic height is computed by dividing the NAVD 88
 GW1154.geopotential number by the normal gravity value computed on the
 GW1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1154.degrees latitude (g = 980.6199 gals.).
 GW1154
 GW1154.The modeled gravity was interpolated from observed gravity values.
 GW1154
 GW1154;                    North         East    Units  Estimated Accuracy
 GW1154;SPC VA S     - 1,110,740.    3,438,140.      MT  (+/- 180 meters Scaled)
 GW1154
 GW1154                          SUPERSEDED SURVEY CONTROL
 GW1154
 GW1154  NGVD 29 (??/??/92)  281.490  (m)          923.52   (f) ADJ UNCH    2 0
 GW1154
 GW1154.Superseded values are not recommended for survey control.
 GW1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1154.See file dsdata.txt to determine how the superseded data were derived.
 GW1154
 GW1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB596329(NAD 83)
 GW1154_MARKER: DT = TOPOGRAPHIC STATION DISK
 GW1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1154_STAMPING: ARP 2 1963
 GW1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1154+STABILITY: SURFACE MOTION
 GW1154
 GW1154  HISTORY     - Date     Condition        Report By
 GW1154  HISTORY     - 1963     MONUMENTED       CGS
 GW1154  HISTORY     - 1964     GOOD             NGS
 GW1154  HISTORY     - 1991     GOOD             USPSQD
 GW1154
 GW1154                          STATION DESCRIPTION
 GW1154
 GW1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GW1154'AT PRESTON GLENN AIRPORT.
 GW1154'AT PRESTON GLENN AIRPORT, 300.6 FT. EAST OF INTERSECTIONS OF
 GW1154'RUNWAYS 6-24 AND 3-21, 109.7 FT. SOUTH OF SOUTH EDGE OF RUNWAY
 GW1154'6-24, 121 FT. NORTHWEST OF RUNWAY 3-21.  SET IN CONCRETE FLUSH
 GW1154'WITH GROUND.
 GW1154
 GW1154                          STATION RECOVERY (1964)
 GW1154
 GW1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1154'RECOVERED IN GOOD CONDITION.
 GW1154
 GW1154                          STATION RECOVERY (1991)
 GW1154
 GW1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAW)
 GW1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9193 ***********************************************************************
 AA9193  PACS        -  This is a Primary Airport Control Station.
 AA9193  DESIGNATION -  ARP 2 SHD
 AA9193  PID         -  AA9193
 AA9193  STATE/COUNTY-  VA/AUGUSTA
 AA9193  USGS QUAD   -  MOUNT SIDNEY (1987)
 AA9193
 AA9193                         *CURRENT SURVEY CONTROL
 AA9193  ___________________________________________________________________
 AA9193* NAD 83(1993)-  38 15 49.29786(N)    078 53 45.30716(W)     ADJUSTED  
 AA9193* NAVD 88     -       359.65   (meters)    1180.0    (feet)  GPS OBS   
 AA9193  ___________________________________________________________________
 AA9193  X           -     965,773.675 (meters)                     COMP
 AA9193  Y           -  -4,920,734.160 (meters)                     COMP
 AA9193  Z           -   3,928,669.948 (meters)                     COMP
 AA9193  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AA9193  ELLIP HEIGHT-         327.24  (meters)          (05/02/02) GPS OBS
 AA9193  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AA9193
 AA9193  HORZ ORDER  -  B
 AA9193  ELLP ORDER  -  FOURTH    CLASS II
 AA9193
 AA9193.This mark is at Shenandoah Valley Regional Airport (SHD)
 AA9193
 AA9193.The horizontal coordinates were established by GPS observations
 AA9193.and adjusted by the National Geodetic Survey in March 1998..
 AA9193
 AA9193.The orthometric height was determined by GPS observations and a
 AA9193.high-resolution geoid model.
 AA9193
 AA9193.GPS derived orthometric heights for airport stations designated as
 AA9193.PACS or SACS are published to 2 decimal places.  This maintains
 AA9193.centimeter relative accuracy between the PACS and SACS.  It does
 AA9193.not indicate centimeter accuracy relative to other marks which are
 AA9193.part of the NAVD 88 network.
 AA9193
 AA9193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9193
 AA9193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9193
 AA9193.The ellipsoidal height was determined by GPS observations
 AA9193.and is referenced to NAD 83.
 AA9193
 AA9193.The geoid height was determined by GEOID03.
 AA9193
 AA9193;                    North         East     Units Scale Factor Converg.
 AA9193;SPC VA N     - 2,066,343.376 3,465,351.617   MT  0.99996734   -0 14 49.6
 AA9193;SPC VA N     - 6,779,328.23 11,369,241.10   sFT  0.99996734   -0 14 49.6
 AA9193;UTM  17      - 4,237,166.748   684,079.017   MT  1.00001733   +1 18 12.2
 AA9193
 AA9193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9193!SPC VA N     -   0.99994866  x   0.99996734  =   0.99991600
 AA9193!UTM  17      -   0.99994866  x   1.00001733  =   0.99996598
 AA9193
 AA9193                          SUPERSEDED SURVEY CONTROL
 AA9193
 AA9193  ELLIP H (03/24/98)  327.29   (m)                       GP(       ) 4 1
 AA9193  NAD 83(1993)-  38 15 49.29787(N)    078 53 45.30714(W) AD(       ) B
 AA9193  ELLIP H (11/22/95)  327.29   (m)                       GP(       ) 1 1
 AA9193
 AA9193.Superseded values are not recommended for survey control.
 AA9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9193.See file dsdata.txt to determine how the superseded data were derived.
 AA9193
 AA9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8407937167(NAD 83)
 AA9193_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9193_SETTING: 0 = UNSPECIFIED SETTING
 AA9193_STAMPING: ARP 2 1969 SHD
 AA9193_MARK LOGO: NOS   
 AA9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9193+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 AA9193
 AA9193  HISTORY     - Date     Condition        Report By
 AA9193  HISTORY     - 1969     MONUMENTED       NOS
 AA9193  HISTORY     - 19910915 GOOD             NGS
 AA9193  HISTORY     - 19941010 GOOD             NGS
 AA9193  HISTORY     - 19970213 GOOD             NGS
 AA9193
 AA9193                          STATION DESCRIPTION
 AA9193
 AA9193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (JLD)
 AA9193'STATION IS LOCATED ON THE SOUTHEAST SIDE OF RUNWAY 5-23.  IT IS ABOUT
 AA9193'150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 355.7 FT
 AA9193'(108.4 M) EAST OF A 4 FOOT (1.2 M) CONCRETE MANHOLE COVER, 136.8 FT
 AA9193'(41.7 M) SOUTH OF A RUNWAY LIGHT, 96.9 FT (29.5 M) EAST OF THE VERY
 AA9193'NEXT SOUTHWESTERLY RUNWAY LIGHT.  THE STATION IS IN THE SOUTH-WEST
 AA9193'CORNER OF A 4 FOOT (1.2 M) SQUARE CONCRETE DRAIN, AND IS STAMPED ARP 2
 AA9193'1969 SHD.
 AA9193
 AA9193                          STATION RECOVERY (1994)
 AA9193
 AA9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9193'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF STAUNTON, 5
 AA9193'MI (8.0 KM) WEST OF GROTTOES, 1 MI (1.6 KM) EAST OF I-81, AND AT THE
 AA9193'SHENANDOAH VALLEY REGIONAL AIRPORT ON THE SOUTHEAST SIDE OF RUNWAY
 AA9193'5-23, IN THE SOUTHWEST CORNER OF A FOUR FOOT SQUARE CONCRETE DRAIN.
 AA9193'ACCESS MUST BE GAINED THROUGH THE ADMINISTRATION OFFICE.
 AA9193'OWNERSHIP--SHENANDOAH VALLEY AIRPORT COMISSION, P.O.  BOX 125, WEYERS
 AA9193'CAVE, VA 24486.  MR.  GREG CAMBELL, AIRPORT MANAGER.  PHONE (703)
 AA9193'234-8304.
 AA9193' 
 AA9193'TO REACH THE STATION FROM THE INTERSECTION OF I-81 AND S.R.  256 (EXIT
 AA9193'235, WEYERS CAVE ROAD) , GO EAST ON S.R.  256 FOR 2.7 MI (4.3 KM) TO
 AA9193'THE JUNCTION WITH S.R.  771 (AIRPORT ROAD) ON THE RIGHT. TURN RIGHT
 AA9193'HEADING SOUTH ALONG AIRPORT ROAD FOR 0.9 MI (1.4 KM) TO THE AIRPORT
 AA9193'ENTRANCE ON THE LEFT.  FROM THE GATE ON THE SOUTHWEST SIDE OF THE
 AA9193'GENERAL AVIATION TERMINAL, PROCEED SOUTHWEST ACCROSS THE RAMP 0.1 MI
 AA9193'(0.2 KM) TO TAXIWAY A, TURN LEFT HEADING NORTHEAST ALONG TAXIWAY A FOR
 AA9193'0.3 MI (0.5 KM) TO TAXIWAY F ON RIGHT.  TURN RIGHT AND GO 0.1 MI (0.2
 AA9193'KM) AND ACCROSS RUNWAY 5-23.  FOLLOW RUNWAY SOUTHWEST FOR 0.1 MI (0.2
 AA9193'KM) TO THE STATION AT THE 3 THOUSAND FOOT MARKER.
 AA9193' 
 AA9193'IT IS 355.7 FT (108.4 M) EAST OF A 4 FOOT (1.2 M) CONCRETE MONHOLE
 AA9193'COVER, 136.8 FT (41.7 M) SOUTH OF A RUNWAY LIGHT, 96.9 FT (29.5 M)
 AA9193'EAST OF THE VERY NEXT SOUTHWESTERLY RUNWAY LIGHT, 64.5 FT (19.7 M)
 AA9193'EAST-NORTHEAST OF THE 3 THOUSAND FOOT MARKER, AND IS SET INTO A DRILL
 AA9193'HOLE IN THE SOUTHWEST CORNER OF A 4 FT (1.2 M) SQUARE CONCRETE DRAIN.
 AA9193
 AA9193                          STATION RECOVERY (1997)
 AA9193
 AA9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AA9193'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS A PRIMARY
 AA9193'AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5365 ***********************************************************************
 FX5365  DESIGNATION -  ARP 3
 FX5365  PID         -  FX5365
 FX5365  STATE/COUNTY-  VA/C OF NORFOLK
 FX5365  USGS QUAD   -  LITTLE CREEK (1989)
 FX5365
 FX5365                         *CURRENT SURVEY CONTROL
 FX5365  ___________________________________________________________________
 FX5365* NAD 83(1993)-  36 53 40.69249(N)    076 12 03.63543(W)     ADJUSTED  
 FX5365* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 FX5365  ___________________________________________________________________
 FX5365  X           -   1,218,102.372 (meters)                     COMP
 FX5365  Y           -  -4,959,601.867 (meters)                     COMP
 FX5365  Z           -   3,808,030.422 (meters)                     COMP
 FX5365  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX5365  ELLIP HEIGHT-         -29.89  (meters)          (09/08/95) GPS OBS
 FX5365  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX5365
 FX5365  HORZ ORDER  -  THIRD
 FX5365  ELLP ORDER  -  FOURTH    CLASS II
 FX5365
 FX5365.This mark is at Norfolk Intl Airport (ORF)
 FX5365
 FX5365.The horizontal coordinates were established by GPS observations
 FX5365.and adjusted by the National Geodetic Survey in September 1995..
 FX5365
 FX5365.The orthometric height was determined by GPS observations and a
 FX5365.high-resolution geoid model.
 FX5365
 FX5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5365
 FX5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5365
 FX5365.The ellipsoidal height was determined by GPS observations
 FX5365.and is referenced to NAD 83.
 FX5365
 FX5365.The geoid height was determined by GEOID03.
 FX5365
 FX5365;                    North         East     Units Scale Factor Converg.
 FX5365;SPC VA S     - 1,064,785.278 3,704,894.461   MT  0.99997924   +1 23 43.1
 FX5365;SPC VA S     - 3,493,383.03 12,155,141.24   sFT  0.99997924   +1 23 43.1
 FX5365;UTM  18      - 4,083,857.570   392,989.393   MT  0.99974107   -0 43 15.9
 FX5365
 FX5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5365!SPC VA S     -   1.00000469  x   0.99997924  =   0.99998393
 FX5365!UTM  18      -   1.00000469  x   0.99974107  =   0.99974576
 FX5365
 FX5365                          SUPERSEDED SURVEY CONTROL
 FX5365
 FX5365  NAD 83(1986)-  36 53 40.69933(N)    076 12 03.67312(W) AD(       ) 3
 FX5365  NGVD 29 (07/21/93)    7.10   (m)           23.3    (f) LEVELING    3  
 FX5365
 FX5365.Superseded values are not recommended for survey control.
 FX5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5365.See file dsdata.txt to determine how the superseded data were derived.
 FX5365
 FX5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9298983858(NAD 83)
 FX5365_MARKER: DT = TOPOGRAPHIC STATION DISK
 FX5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5365_SP_SET: CONCRETE POST
 FX5365_STAMPING: ARP 3 1966
 FX5365_MARK LOGO: NOS   
 FX5365_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5365+STABILITY: SURFACE MOTION
 FX5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5365+SATELLITE: SATELLITE OBSERVATIONS - 1966
 FX5365
 FX5365  HISTORY     - Date     Condition        Report By
 FX5365  HISTORY     - 1966     MONUMENTED       NGS
 FX5365  HISTORY     - 19950715 GOOD             NGS
 FX5365
 FX5365                          STATION DESCRIPTION
 FX5365
 FX5365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FX5365'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF NORFOLK
 FX5365'INTERNATION AIRPORT.
 FX5365'STATION IS ABOUT 900.0 FT (274.32 M) EAST OF THE
 FX5365'OLD CONTROL TOWER, 211.7 FT (64.53 M) WEST OF A RUNWAY LIGHT, 12.8 FT
 FX5365'(3.90 M) NE OF THE SIXTH TAXIWAY LIGHT WEST OF THE RUNWAY ALONG THE
 FX5365'NORTH SIDE OF THE TAXIWAY, 78.1 FT (23.80 M) NORTH OF THE NORTH END OF
 FX5365'THE HOLD BAR ON THE TAXIWAY.
 FX5365
 FX5365                          STATION RECOVERY (1995)
 FX5365
 FX5365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 FX5365'THE STATION IS LOCATED AT THE NORFOLK INTL AIRPORT NORTHWEST OF THE
 FX5365'INTERSECTION OF RUNWAY 5/23 AND TAXIWAY B.  IT IS 134.0 FT (40.8 M)
 FX5365'SOUTH OF THE SOUTHEAST CORNER OF A SIGN BASE, 114.7 FT (35.0 M)
 FX5365'NORTHWEST OF THE CENTERLINE OF TAXIWAY B, 59.2 FT (18.0 M)
 FX5365'EAST-SOUTHEAST OF THE NORTHEASTERLY CORNER OF A SIGN BASE AND 0.2 FT
 FX5365'(0.1 M) BELOW THE SURFACE.  THE STATION IS A STANDARD TOPO DISK
 FX5365'STAMPED ARP 3 1966 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1365 ***********************************************************************
 GW1365  DESIGNATION -  ARP=L 369
 GW1365  PID         -  GW1365
 GW1365  STATE/COUNTY-  VA/ROANOKE
 GW1365  USGS QUAD   -  ROANOKE (1984)
 GW1365
 GW1365                         *CURRENT SURVEY CONTROL
 GW1365  ___________________________________________________________________
 GW1365* NAD 83(1986)-  37 19 31.     (N)    079 58 33.     (W)     SCALED    
 GW1365* NAVD 88     -       357.261  (meters)    1172.11   (feet)  ADJUSTED  
 GW1365  ___________________________________________________________________
 GW1365  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1365  DYNAMIC HT  -         356.966 (meters)    1171.15  (feet)  COMP
 GW1365  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GW1365
 GW1365  VERT ORDER  -  FIRST     CLASS II
 GW1365
 GW1365.This mark is at Roanoke Regional/woodrum Field Airport (ROA)
 GW1365
 GW1365.The horizontal coordinates were scaled from a topographic map and have
 GW1365.an estimated accuracy of +/- 6 seconds.
 GW1365
 GW1365.The orthometric height was determined by differential leveling
 GW1365.and adjusted by the National Geodetic Survey in June 1991..
 GW1365
 GW1365.The geoid height was determined by GEOID03.
 GW1365
 GW1365.The dynamic height is computed by dividing the NAVD 88
 GW1365.geopotential number by the normal gravity value computed on the
 GW1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1365.degrees latitude (g = 980.6199 gals.).
 GW1365
 GW1365.The modeled gravity was interpolated from observed gravity values.
 GW1365
 GW1365;                    North         East    Units  Estimated Accuracy
 GW1365;SPC VA S     - 1,111,100.    3,369,210.      MT  (+/- 180 meters Scaled)
 GW1365
 GW1365                          SUPERSEDED SURVEY CONTROL
 GW1365
 GW1365  NGVD 29 (??/??/92)  357.452  (m)         1172.74   (f) ADJ UNCH    1 2
 GW1365
 GW1365.Superseded values are not recommended for survey control.
 GW1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1365.See file dsdata.txt to determine how the superseded data were derived.
 GW1365
 GW1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB907314(NAD 83)
 GW1365_MARKER: DT = TOPOGRAPHIC STATION DISK
 GW1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1365_SP_SET: CONCRETE RAMP
 GW1365_STAMPING: APR L 369 1953
 GW1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1365
 GW1365  HISTORY     - Date     Condition        Report By
 GW1365  HISTORY     - 1953     MONUMENTED       CGS
 GW1365  HISTORY     - 1973     GOOD             NGS
 GW1365
 GW1365                          STATION DESCRIPTION
 GW1365
 GW1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GW1365'4 MI N FROM ROANOKE.
 GW1365'ARP L 369 1953 IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER
 GW1365'OF ROANOKE MUNICIPAL AIRPORT, AT THE WEST SIDE OF THE TERMINAL
 GW1365'BUILDING.  STATION IS CEMENTED IN DRILL HOLE FLUSH WITH CONCRETE
 GW1365'RAMP 88.2 FEET S OF SW CORNER OF CENTER EXTENSION OF TERMINAL
 GW1365'BUILDING 51.2 FEET SW OF FLOOD LIGHT POLE 50.5 FEET SW OF CENTER
 GW1365'OF GATE 8 18.6 FEET SW OF EDGE OF CONCRETE RAMP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0806 ***********************************************************************
 GW0806  DESIGNATION -  ARROW
 GW0806  PID         -  GW0806
 GW0806  STATE/COUNTY-  VA/ALBEMARLE
 GW0806  USGS QUAD   -  ALBERENE (1980)
 GW0806
 GW0806                         *CURRENT SURVEY CONTROL
 GW0806  ___________________________________________________________________
 GW0806* NAD 83(1993)-  37 58 59.79524(N)    078 35 30.23901(W)     ADJUSTED  
 GW0806* NAVD 88     -       223.192  (meters)     732.26   (feet)  ADJUSTED  
 GW0806  ___________________________________________________________________
 GW0806  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GW0806  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0806  DYNAMIC HT  -         223.033 (meters)     731.73  (feet)  COMP
 GW0806  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 GW0806
 GW0806  HORZ ORDER  -  SECOND
 GW0806  VERT ORDER  -  SECOND    CLASS 0
 GW0806
 GW0806.The horizontal coordinates were established by classical geodetic methods
 GW0806.and adjusted by the National Geodetic Survey in November 1994..
 GW0806
 GW0806.The orthometric height was determined by differential leveling
 GW0806.and adjusted by the National Geodetic Survey in June 1991..
 GW0806
 GW0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0806
 GW0806.The geoid height was determined by GEOID03.
 GW0806
 GW0806.The dynamic height is computed by dividing the NAVD 88
 GW0806.geopotential number by the normal gravity value computed on the
 GW0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0806.degrees latitude (g = 980.6199 gals.).
 GW0806
 GW0806.The modeled gravity was interpolated from observed gravity values.
 GW0806
 GW0806;                    North         East     Units Scale Factor Converg.
 GW0806;SPC VA S     - 1,183,113.146 3,491,941.007   MT  1.00000307   -0 03 20.4
 GW0806;SPC VA S     - 3,881,597.05 11,456,476.45   sFT  1.00000307   -0 03 20.4
 GW0806;UTM  17      - 4,206,695.989   711,502.660   MT  1.00015098   +1 28 57.6
 GW0806
 GW0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0806!SPC VA S     -   0.99997006  x   1.00000307  =   0.99997313
 GW0806!UTM  17      -   0.99997006  x   1.00015098  =   1.00012104
 GW0806
 GW0806:                Primary Azimuth Mark                     Grid Az
 GW0806:SPC VA S     -  GELCO                                    039 26 31.2
 GW0806:UTM  17      -  GELCO                                    037 54 13.2
 GW0806
 GW0806|---------------------------------------------------------------------|
 GW0806| PID    Reference Object                     Distance      Geod. Az  |
 GW0806|                                                           dddmmss.s |
 GW0806| GW0809 GELCO                               APPROX. 1.3 KM 0392310.8 |
 GW0806| GW0807 ARROW RM 1                            4.867 METERS 29726     |
 GW0806|---------------------------------------------------------------------|
 GW0806
 GW0806                          SUPERSEDED SURVEY CONTROL
 GW0806
 GW0806  NAD 83(1986)-  37 58 59.79444(N)    078 35 30.23241(W) AD(       ) 2
 GW0806  NAD 27      -  37 58 59.28589(N)    078 35 31.17575(W) AD(       ) 2
 GW0806  NGVD 29 (??/??/92)  223.405  (m)          732.95   (f) ADJ UNCH    2 0
 GW0806
 GW0806.Superseded values are not recommended for survey control.
 GW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0806.See file dsdata.txt to determine how the superseded data were derived.
 GW0806
 GW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1150306696(NAD 83)
 GW0806_MARKER: DE = TRAVERSE STATION DISK
 GW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0806_STAMPING: ARROW 1965
 GW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0806+STABILITY: SURFACE MOTION
 GW0806
 GW0806  HISTORY     - Date     Condition        Report By
 GW0806  HISTORY     - 1965     MONUMENTED       CGS
 GW0806  HISTORY     - 1965     GOOD             CGS
 GW0806
 GW0806                          STATION DESCRIPTION
 GW0806
 GW0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0806'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF
 GW0806'CHARLOTTESVILLE, 1-1/2 MILES SOUTH-SOUTHWEST OF RED HILL.
 GW0806'THE STATION IS ON PROPERTY OWNED BY MR. L.D. WOOD.
 GW0806'
 GW0806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW0806'AND U.S. HIGHWAY 250 AT THE UNIVERSITY IN CHARLOTTESVILLE,
 GW0806'GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 6.7 MILES TO COUNTY ROUTE
 GW0806'745 ON THE LEFT, TURN LEFT ON COUNTY ROUTE 745 AND GO ABOUT
 GW0806'50 FEET TO A DIRT ROAD LEADING UP EMBANKMENT AND COUNTY ROUTE
 GW0806'745 TURNS TO THE LEFT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 GW0806'UP EMBANKMENT FOR 0.05 MILE TO THE TOP OF HILL AND THE STATION
 GW0806'ON THE RIGHT.
 GW0806'
 GW0806'THE STATION MARK IS 270 FEET SOUTHEAST OF THE JUNCTION OF U.S.
 GW0806'HIGHWAY 29 AND COUNTY ROUTE 745, 29 FEET SOUTHWEST OF DIRT
 GW0806'ROAD, 12.7 FEET EAST OF TELEPHONE POLE NUMBER B-67 AND 2.8
 GW0806'FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE
 GW0806'DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED ARROW
 GW0806'1965.
 GW0806'
 GW0806'REFERENCE MARK NO. 1 IS 29 FEET SOUTHWEST OF THE APPROXIMATE
 GW0806'CENTER OF DIRT ROAD AND 8 FEET WEST OF TELEPHONE POLE NUMBER B-67.
 GW0806'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH
 GW0806'AND STAMPED ARROW NO 1 1965.
 GW0806'
 GW0806'TRAVERSE STATION GELCO WILL SERVE AS THE AZIMUTH MARK.  SEE
 GW0806'DESCRIPTION THEREOF.
 GW0806'
 GW0806'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GW0806
 GW0806                          STATION RECOVERY (1965)
 GW0806
 GW0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0806'4.6 MI NE FROM NORTH GARDEN.
 GW0806'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW0806'OFFICE IN NORTH GARDEN TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0806'POST, FLUSH, ON THE TOP OF A SMALL KNOLL, 270 FEET SOUTHEAST OF
 GW0806'THE JUNCTION OF HIGHWAY AND COUNTY ROAD 745, 29 FEET SOUTHWEST OF
 GW0806'A DIRT ROAD, 15.98 FEET EAST OF RM 1, 12.7 FEET EAST OF A
 GW0806'TELEPHONE POLE B-67, 2.8 FEET WEST OF A METAL WITNESS SIGN AND IS
 GW0806'ABOUT 45 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0807 ***********************************************************************
 GW0807  DESIGNATION -  ARROW RM 1
 GW0807  PID         -  GW0807
 GW0807  STATE/COUNTY-  VA/ALBEMARLE
 GW0807  USGS QUAD   -  ALBERENE (1980)
 GW0807
 GW0807                         *CURRENT SURVEY CONTROL
 GW0807  ___________________________________________________________________
 GW0807* NAD 83(1986)-  37 59 00.     (N)    078 35 30.     (W)     SCALED    
 GW0807* NAVD 88     -       223.113  (meters)     732.00   (feet)  ADJUSTED  
 GW0807  ___________________________________________________________________
 GW0807  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0807  DYNAMIC HT  -         222.954 (meters)     731.47  (feet)  COMP
 GW0807  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 GW0807
 GW0807  VERT ORDER  -  SECOND    CLASS 0
 GW0807
 GW0807.The horizontal coordinates were scaled from a topographic map and have
 GW0807.an estimated accuracy of +/- 6 seconds.
 GW0807
 GW0807.The orthometric height was determined by differential leveling
 GW0807.and adjusted by the National Geodetic Survey in June 1991..
 GW0807
 GW0807.The geoid height was determined by GEOID03.
 GW0807
 GW0807.The dynamic height is computed by dividing the NAVD 88
 GW0807.geopotential number by the normal gravity value computed on the
 GW0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0807.degrees latitude (g = 980.6199 gals.).
 GW0807
 GW0807.The modeled gravity was interpolated from observed gravity values.
 GW0807
 GW0807;                    North         East    Units  Estimated Accuracy
 GW0807;SPC VA S     - 1,183,120.    3,491,950.      MT  (+/- 180 meters Scaled)
 GW0807
 GW0807                          SUPERSEDED SURVEY CONTROL
 GW0807
 GW0807  NGVD 29 (??/??/92)  223.326  (m)          732.70   (f) ADJ UNCH    2 0
 GW0807
 GW0807.Superseded values are not recommended for survey control.
 GW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0807.See file dsdata.txt to determine how the superseded data were derived.
 GW0807
 GW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC115067(NAD 83)
 GW0807_MARKER: DR = REFERENCE MARK DISK
 GW0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0807_STAMPING: ARROW NO 1 1965
 GW0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0807+STABILITY: SURFACE MOTION
 GW0807
 GW0807  HISTORY     - Date     Condition        Report By
 GW0807  HISTORY     - 1965     MONUMENTED       CGS
 GW0807
 GW0807                          STATION DESCRIPTION
 GW0807
 GW0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0807'4.6 MI NE FROM NORTH GARDEN.
 GW0807'AT THE ARROW STATION SITE-- 29 FEET SOUTHWEST OF THE APPROXIMATE
 GW0807'CENTER OF THE DIRT ROAD, 8 FEET WEST OF TELEPHONE POLE B67, SET
 GW0807'IN THE TOP OF A CONCRETE POST, FLUSH, 15.98 FEET WEST OF THE
 GW0807'STATION AND IS ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4896 ***********************************************************************
 GV4896  DESIGNATION -  ASH
 GV4896  PID         -  GV4896
 GV4896  STATE/COUNTY-  VA/KING WILLIAM
 GV4896  USGS QUAD   -  NEW KENT (1978)
 GV4896
 GV4896                         *CURRENT SURVEY CONTROL
 GV4896  ___________________________________________________________________
 GV4896* NAD 83(1993)-  37 34 32.32553(N)    076 57 33.38702(W)     ADJUSTED  
 GV4896* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4896  ___________________________________________________________________
 GV4896  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 GV4896  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 GV4896
 GV4896  HORZ ORDER  -  THIRD
 GV4896
 GV4896.The horizontal coordinates were established by classical geodetic methods
 GV4896.and adjusted by the National Geodetic Survey in November 1994..
 GV4896
 GV4896.The orthometric height was scaled from a topographic map.
 GV4896
 GV4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4896
 GV4896.The geoid height was determined by GEOID03.
 GV4896
 GV4896;                    North         East     Units Scale Factor Converg.
 GV4896;SPC VA S     - 1,138,977.149 3,636,089.231   MT  0.99995198   +0 56 06.4
 GV4896;SPC VA S     - 3,736,794.20 11,929,402.75   sFT  0.99995198   +0 56 06.4
 GV4896;UTM  18      - 4,160,538.083   326,985.741   MT  0.99996872   -1 11 42.3
 GV4896
 GV4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4896!SPC VA S     -   1.00000511  x   0.99995198  =   0.99995709
 GV4896!UTM  18      -   1.00000511  x   0.99996872  =   0.99997383
 GV4896
 GV4896|---------------------------------------------------------------------|
 GV4896| PID    Reference Object                     Distance      Geod. Az  |
 GV4896|                                                           dddmmss.s |
 GV4896| DC8945 ASH RM 1 OAK                          5.787 METERS 00607     |
 GV4896| DC8946 ASH RM 2 BEECH                        4.610 METERS 03755     |
 GV4896| DC8947 ASH RM 3 BLOCK                       13.511 METERS 07354     |
 GV4896| GV4977 RIVERVIEW                           APPROX. 0.7 KM 1483904.9 |
 GV4896| GV4900 BELL 1912                           234.577 METERS 21149     |
 GV4896| GV4982 SLIP                                359.047 METERS 33050     |
 GV4896|---------------------------------------------------------------------|
 GV4896
 GV4896                          SUPERSEDED SURVEY CONTROL
 GV4896
 GV4896  NAD 83(1986)-  37 34 32.32702(N)    076 57 33.40279(W) AD(       ) 3
 GV4896  NAD 27      -  37 34 31.78900(N)    076 57 34.52000(W) AD(       ) 3
 GV4896
 GV4896.Superseded values are not recommended for survey control.
 GV4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4896.See file dsdata.txt to determine how the superseded data were derived.
 GV4896
 GV4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2698660538(NAD 83)
 GV4896_MARKER: Z = SEE DESCRIPTION
 GV4896_SETTING: 0 = UNSPECIFIED SETTING
 GV4896
 GV4896  HISTORY     - Date     Condition        Report By
 GV4896  HISTORY     - 1912     MONUMENTED       CGS
 GV4896  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4896  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4896
 GV4896                          STATION DESCRIPTION
 GV4896
 GV4896'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4896'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4896'ON A BRUSHY WOODED POINT 600 METERS ABOVE RIVERVIEW, 4-1/2
 GV4896'METERS OUT FROM FOOT OF BANK AND 1-1/2 FEET BELOW WATER SURFACE
 GV4896'AT HIGH TIDE.
 GV4896'
 GV4896'STATION IS MARKED BY A 2- BY 2-INCH HEART PINE STAKE.
 GV4896'
 GV4896'REFERENCE MARK NO. 1 IS A SPIKE IN A TRIANGLE CUT ON AN 8-INCH
 GV4896'OAK IN FOOT OF BANK, DISTANT 5.787 METERS, ON LINE 217 DEG
 GV4896'28 MIN TO RIGHT OF LINE TO STATION RIVERVIEW.
 GV4896'
 GV4896'REFERENCE MARK NO. 2 IS SPIKE IN TRIANGLE CUT ON A 6-INCH BEECH
 GV4896'NEAR FOOT OF BANK, DISTANT 4.610 METERS ON LINE 249 DEG 15 MIN
 GV4896'46 SEC TO RIGHT OF LINE TO STATION RIVERVIEW.
 GV4896'
 GV4896'REFERENCE MARK NO. 3 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4896'SET 1-1/2 METERS BACK FROM TOP OF BANK, IN A GOOD SAFE PLACE,
 GV4896'STANDING 2 INCHES ABOVE GROUND, BEARING THE BRASS DISK,
 GV4896'DISTANT 13.511 METERS MEASURED ON AN INCLINE OF 23 DEG 07 MIN,
 GV4896'ON A LINE 285 DEG 15 MIN 17 SEC TO RIGHT OF LINE TO STATION
 GV4896'RIVERVIEW.
 GV4896'
 GV4896'OTHER MEASUREMENTS ARE HORIZONTAL.
 GV4896
 GV4896                          STATION RECOVERY (1999)
 GV4896
 GV4896'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4896'MARK NOT FOUND.
 GV4896
 GV4896                          STATION RECOVERY (2003)
 GV4896
 GV4896'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4128 ***********************************************************************
 JV4128  DESIGNATION -  ASH
 JV4128  PID         -  JV4128
 JV4128  STATE/COUNTY-  VA/LOUDOUN
 JV4128  USGS QUAD   -  STERLING (1994)
 JV4128
 JV4128                         *CURRENT SURVEY CONTROL
 JV4128  ___________________________________________________________________
 JV4128* NAD 83(1993)-  39 04 01.03189(N)    077 28 23.59426(W)     ADJUSTED  
 JV4128* NAVD 88     -        88.26   (+/-2cm)     289.6    (feet)  VERTCON   
 JV4128  ___________________________________________________________________
 JV4128  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 JV4128  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JV4128
 JV4128  HORZ ORDER  -  SECOND
 JV4128  VERT ORDER  -  THIRD ? (See Below)
 JV4128
 JV4128.The horizontal coordinates were established by GPS observations
 JV4128.and adjusted by the National Geodetic Survey in November 1994..
 JV4128
 JV4128.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4128.The vertical order pertains to the NGVD 29 superseded value.
 JV4128
 JV4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4128
 JV4128.The geoid height was determined by GEOID03.
 JV4128
 JV4128;                    North         East     Units Scale Factor Converg.
 JV4128;SPC VA N     - 2,155,930.862 3,588,858.607   MT  0.99997910   +0 38 27.0
 JV4128;SPC VA N     - 7,073,249.84 11,774,446.95   sFT  0.99997910   +0 38 27.0
 JV4128;SPC MD       -   155,544.905   359,047.271   MT  0.99995540   -0 17 49.2
 JV4128;SPC MD       -   510,316.91  1,177,974.25   sFT  0.99995540   -0 17 49.2
 JV4128;UTM  18      - 4,327,117.998   286,027.659   MT  1.00016379   -1 33 33.4
 JV4128
 JV4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4128!SPC VA N     -   0.99999119  x   0.99997910  =   0.99997029
 JV4128!SPC MD       -   0.99999119  x   0.99995540  =   0.99994659
 JV4128!UTM  18      -   0.99999119  x   1.00016379  =   1.00015498
 JV4128
 JV4128                          SUPERSEDED SURVEY CONTROL
 JV4128
 JV4128  NAD 83(1993)-  39 04 01.03322(N)    077 28 23.59830(W) AD(       ) 2
 JV4128  NAD 83(1986)-  39 04 01.03135(N)    077 28 23.60583(W) AD(       ) 2
 JV4128  NGVD 29 (12/08/88)   88.48   (m)          290.3    (f) LEVELING    3  
 JV4128
 JV4128.Superseded values are not recommended for survey control.
 JV4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4128.See file dsdata.txt to determine how the superseded data were derived.
 JV4128
 JV4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8602827118(NAD 83)
 JV4128_MARKER: DS = TRIANGULATION STATION DISK
 JV4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4128_SP_SET: OBJECT IMBEDDED IN GROUND
 JV4128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JV4128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4128+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 JV4128
 JV4128  HISTORY     - Date     Condition        Report By
 JV4128  HISTORY     - 1986     MONUMENTED       GEOHYD
 JV4128  HISTORY     - 19870125 GOOD             GEOHYD
 JV4128  HISTORY     - 1989     GOOD             NGS
 JV4128  HISTORY     - 20040904 GOOD             BOWMAN
 JV4128
 JV4128                          STATION DESCRIPTION
 JV4128
 JV4128'DESCRIBED BY GEO-HYDRO INCORPORATED 1986 (JVH)
 JV4128'THE STATION IS LOCATED IN LOUDOUN COUNTY 6 MILES SOUTHEAST OF LEESBURG
 JV4128'AND ABOUT 2 MILES SOUTH OF THE POTOMAC RIVER. IT IS IN A GRASS FIELD
 JV4128'ON THE SOUTHWEST SIDE OF VIRGINIA ROUTE 7.  THE MONUMENT IS A W - 1 -
 JV4128'B BERNTSEN ALUMINUM MARK PROTRUDING 0.2 METERS FROM THE GROUND AND IS
 JV4128'STAMPED---ASH 1986---.
 JV4128'
 JV4128'REFERENCE MARK 1 IS A 3/4 INCH METAL ROD SET IN A NORTHEAST-SOUTHWEST
 JV4128'0FENCE LINE.  IT IS 60 FEET FROM THE FENCE CORNER NEAR THE ROAD, AND
 JV4128'PROTRUDES 8 INCHES.
 JV4128'REFERENCE MARK 2 IS A 3/4 INCH METAL ROD SET IN A NORTHWEST-SOUTHEAST
 JV4128'FENCE LINE PARALLEL TO ROUTE 7, AND PROTRUDES 1 FOOT.
 JV4128'
 JV4128'THE AZIMUTH MARK IS A W1 - B BERNTSEN ALUMINUM MARK SET FLUSH WITH THE
 JV4128'GROUND IN THE MEDIAN OF ROUTE 7 JUST SOUTH OF THE CROSSOVER AT ASHBURN
 JV4128'JUNCTION.  IT IS 17 FEET NORTH OF A SIGNPOST, AT STATION 690+00.
 JV4128'
 JV4128'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE AND COUNTY
 JV4128'ROUTE 641, AT ASHBURN JUNCTION, PROCEED SOUTHEAST ON ROUTE 7 FOR 0.5
 JV4128'MILES TO AN ENTRANCE ON THE RIGHT WITH BRICK PILLARS.  TURN RIGHT,
 JV4128'(SOUTH) THROUGH THE PILLARS, THEN TURN IMMEDIATELY RIGHT (NORTHWEST)
 JV4128'AND FOLLOW FENCELINE FOR ABOUT 400 FEET TO THE STATION.  THE STATION
 JV4128'IS 59 FEET SOUTHWEST OF FENCE ALONG ROAD, AND 115 FEET FROM THR FENCE
 JV4128'PERPENDICULAR TO THE ROAD.
 JV4128
 JV4128                          STATION RECOVERY (1987)
 JV4128
 JV4128'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 JV4128'RECOVERED IN GOOD CONDITION.
 JV4128
 JV4128                          STATION RECOVERY (1989)
 JV4128
 JV4128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (WTL)
 JV4128'THE STATION IS LOCATED IN LOUDOUN COUNTY 6 MILES SOUTHEAST OF LEESBURG
 JV4128'AND ABOUT 2 MILES SOUTH OF THE POTOMAC RIVER.  IT IS IN A GRASS FIELD
 JV4128'ON THE SOUTHWEST SIDE OF VIRGINIA ROUTE 7.  THE MONUMENT IS A W-1-B
 JV4128'BERNTSEN ALUMINUM MARK PROTRUDING 0.2 METERS FROM THE GROUND AND IS
 JV4128'STAMPED---ASH 1986---.
 JV4128'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE AND COUNTY
 JV4128'ROUTE 641. AT ASHBURN JUNCTION, PROCEED SOUTHEAST ON ROUTE Y FOR 0.5
 JV4128'MILES TO AN ENTRANCE ON THE RIGHT WITH BRICK PILLARS.  TURN RIGHT
 JV4128'(SOUTH) THROUGH THE PILLARS, THEN TURN IMMEDIATELY RIGHT (NORTHWEST)
 JV4128'AND FOLLOW FENCELINE FOR ABOUT 400 FEET TO THE STATION.  THE STATION
 JV4128'IS 59 FEET SOUTHWEST OF FENCE ALONG ROAD, AND 115 FEET FROM THE FENCE
 JV4128'PERPENDICULAR TO THE ROAD.
 JV4128
 JV4128                          STATION RECOVERY (2004)
 JV4128
 JV4128'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (CMW)
 JV4128'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8307 ***********************************************************************
 HV8307  DESIGNATION -  ASH
 HV8307  PID         -  HV8307
 HV8307  STATE/COUNTY-  VA/FAIRFAX
 HV8307  USGS QUAD   -  HERNDON (1994)
 HV8307
 HV8307                         *CURRENT SURVEY CONTROL
 HV8307  ___________________________________________________________________
 HV8307* NAD 83(1993)-  38 54 45.08578(N)    077 23 55.34197(W)     ADJUSTED  
 HV8307* NAVD 88     -       117.0    (meters)     384.     (feet)  VERTCON   
 HV8307  ___________________________________________________________________
 HV8307  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 HV8307  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV8307
 HV8307  HORZ ORDER  -  SECOND
 HV8307
 HV8307.The horizontal coordinates were established by classical geodetic methods
 HV8307.and adjusted by the National Geodetic Survey in November 1994..
 HV8307
 HV8307.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8307
 HV8307.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8307
 HV8307.The geoid height was determined by GEOID03.
 HV8307
 HV8307;                    North         East     Units Scale Factor Converg.
 HV8307;SPC VA N     - 2,138,863.324 3,595,512.530   MT  0.99996161   +0 41 14.4
 HV8307;SPC VA N     - 7,017,254.09 11,796,277.36   sFT  0.99996161   +0 41 14.4
 HV8307;UTM  18      - 4,309,804.802   292,023.370   MT  1.00013265   -1 30 26.1
 HV8307
 HV8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8307!SPC VA N     -   0.99998663  x   0.99996161  =   0.99994824
 HV8307!UTM  18      -   0.99998663  x   1.00013265  =   1.00011928
 HV8307
 HV8307                          SUPERSEDED SURVEY CONTROL
 HV8307
 HV8307  NAD 83(1993)-  38 54 45.08546(N)    077 23 55.34623(W) AD(       ) 2
 HV8307  NAD 83(1986)-  38 54 45.08522(N)    077 23 55.35412(W) AD(       ) 2
 HV8307  NGVD 29 (01/12/90)  117.2    (m)          385.     (f) VERT ANG       
 HV8307
 HV8307.Superseded values are not recommended for survey control.
 HV8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8307.See file dsdata.txt to determine how the superseded data were derived.
 HV8307
 HV8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9202309805(NAD 83)
 HV8307_MARKER: DD = SURVEY DISK
 HV8307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV8307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8307+STABILITY: SURFACE MOTION
 HV8307
 HV8307  HISTORY     - Date     Condition        Report By
 HV8307  HISTORY     - 1969     MONUMENTED       VA-059
 HV8307  HISTORY     - 1975     GOOD             VA-059
 HV8307  HISTORY     - 1977     GOOD             VA-059
 HV8307
 HV8307                          STATION DESCRIPTION
 HV8307
 HV8307'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8307'STATION IS 2.2 MILES NORTHEAST OF CHANTILLY AND 1.7 MILES EAST OF
 HV8307'DULLES AIRPORT EAST BOUNDARY.
 HV8307'
 HV8307'TO REACH THE STATION FROM CHANTILLY PROCEED EAST NORTHEAST ON
 HV8307'CENTREVILLE ROAD, ROUTE 657, FOR 2.1 MILES TO INTERSECTION OF WEST OX
 HV8307'ROAD, ROUTE 608.  TURN RIGHT ON TO WEST OX ROAD, ROUTE 608, AND GO ON
 HV8307'SAME FOR 1.8 MILES TO INTERSECTION OF ASHBURTON AVENUE.  TURN RIGHT
 HV8307'(SOUTHWEST), ON SAME AND GO 0.5 MILES TO STATION ON THE RIGHT.
 HV8307'
 HV8307'IT IS 12.0 FEET NORTHWEST OF CENTERLINE OF ROAD OPPOSITE, 30.8 FEET
 HV8307'NORTHWEST OF VEPCO POLE IDQ 7-1/2 10, AND 1.6 FEET NORTHWEST OF A
 HV8307'WHITE ROUTE MARKER 749.
 HV8307'
 HV8307'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---ASH 1969---, AND
 HV8307'IS SET IN A CONCRETE MASS.
 HV8307'
 HV8307'ASH AZIMUTH MARK WAS MOVED IN 1969 AND NOT DESCRIBED CORRECTLY.  THE
 HV8307'DESCRIPTION SHOULD READ AS FOLLOWS.  AZIMUTH MARK IS 0.6 MILES EAST
 HV8307'NORTHEAST OF STATION AT THE COLONIAL GAS PIPELINE COMPANY EASEMENT
 HV8307'CROSSING WEST OX ROAD. THE CROSSING IS 0.5 MILES NORTHWEST OF THE
 HV8307'INTERSECTION OF WEST OX ROAD AND LAWYERS ROAD, 19.0 FEET NORTHEAST OF
 HV8307'CENTERLINE OF WEST OX ROAD, 70.0 FEET SOUTHEAST OF THE CENTER PIPELINE
 HV8307'MARKER POST, AND NEXT TO UTILITY POLE 63 OR QN37. IT IS 4 INCHES BELOW
 HV8307'THE SURFACE. AZIMUTH MARK IS PLOTTED ON FAIRFAX COUNTY TAX MAP 35-2,
 HV8307'REVISED TO 1-1-76.
 HV8307
 HV8307                          STATION RECOVERY (1975)
 HV8307
 HV8307'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8307'THE STATION WAS RECOVERED IN GOOD CONDITION SEE FAIRFAX COUNTY TAX
 HV8307'MAP 35-1, REVISED TO 1-1-76.
 HV8307
 HV8307                          STATION RECOVERY (1977)
 HV8307
 HV8307'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8307'THE STATION AND AZ MK. WERE RECOVERED IN GOOD CONDITION AS PER THE
 HV8307'ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8309 ***********************************************************************
 HV8309  DESIGNATION -  ASH AZ MK RESET
 HV8309  PID         -  HV8309
 HV8309  STATE/COUNTY-  VA/FAIRFAX
 HV8309  USGS QUAD   -  HERNDON (1994)
 HV8309
 HV8309                         *CURRENT SURVEY CONTROL
 HV8309  ___________________________________________________________________
 HV8309* NAD 83(1993)-  38 54 51.78800(N)    077 23 13.30211(W)     ADJUSTED  
 HV8309* NAVD 88     -       122.0    (meters)     400.     (feet)  VERTCON   
 HV8309  ___________________________________________________________________
 HV8309  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 HV8309  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8309
 HV8309  HORZ ORDER  -  SECOND
 HV8309
 HV8309.The horizontal coordinates were established by classical geodetic methods
 HV8309.and adjusted by the National Geodetic Survey in November 1994..
 HV8309
 HV8309.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8309
 HV8309.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8309
 HV8309.The geoid height was determined by GEOID03.
 HV8309
 HV8309;                    North         East     Units Scale Factor Converg.
 HV8309;SPC VA N     - 2,139,082.192 3,596,522.757   MT  0.99996178   +0 41 40.7
 HV8309;SPC VA N     - 7,017,972.16 11,799,591.75   sFT  0.99996178   +0 41 40.7
 HV8309;UTM  18      - 4,309,984.855   293,041.409   MT  1.00012745   -1 29 59.9
 HV8309
 HV8309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8309!SPC VA N     -   0.99998584  x   0.99996178  =   0.99994762
 HV8309!UTM  18      -   0.99998584  x   1.00012745  =   1.00011329
 HV8309
 HV8309                          SUPERSEDED SURVEY CONTROL
 HV8309
 HV8309  NAD 83(1993)-  38 54 51.78749(N)    077 23 13.30632(W) AD(       ) 2
 HV8309  NAD 83(1986)-  38 54 51.78727(N)    077 23 13.31418(W) AD(       ) 2
 HV8309  NGVD 29 (01/12/90)  122.2    (m)          401.     (f) VERT ANG       
 HV8309
 HV8309.Superseded values are not recommended for survey control.
 HV8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8309.See file dsdata.txt to determine how the superseded data were derived.
 HV8309
 HV8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9304109985(NAD 83)
 HV8309_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV8309_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8309_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8309
 HV8309  HISTORY     - Date     Condition        Report By
 HV8309  HISTORY     - UNK      MONUMENTED
 HV8309  HISTORY     - 1975     GOOD             VA-059
 HV8309
 HV8309                          STATION DESCRIPTION
 HV8309
 HV8309'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8309'ASH AZ WAS MOVED IN 1969 AND NOT DESCRIBED CORRECTLY. THE DESCRIPTION
 HV8309'SHOULD READ AS FOLLOW. AZIMUTH MARK IS 0.6 MILES EAST NORTH EAST OF
 HV8309'STATION AT COLONIAL GAS PIPE LINE. COMPANY EASEMENT CROSSING WEST OX
 HV8309'ROAD. CROSSING IS 0.5 MILES NORTH WEST OF INTERSECTION WEST OX ROAD
 HV8309'AND LAWYERS ROAD, 19 FEET NORTHEAST OF CENTERLINE OF WEST OX ROAD,
 HV8309'70 FEET SOUTHEAST FROM CENTER PIPELINE MARKER POST, NEXT TO UTILITY
 HV8309'POLE 63 OR QN37 AND 4 INCHES BELOW THE SURFACE. SEE FAIRFAX COUNTY TAX
 HV8309'MAP 35-2, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2292 ***********************************************************************
 GW2292  DESIGNATION -  ASHBY
 GW2292  PID         -  GW2292
 GW2292  STATE/COUNTY-  VA/CUMBERLAND
 GW2292  USGS QUAD   -  WHITEVILLE (1981)
 GW2292
 GW2292                         *CURRENT SURVEY CONTROL
 GW2292  ___________________________________________________________________
 GW2292* NAD 83(1993)-  37 35 32.80589(N)    078 10 25.20238(W)     ADJUSTED  
 GW2292* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 GW2292  ___________________________________________________________________
 GW2292  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GW2292  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW2292
 GW2292  HORZ ORDER  -  FIRST
 GW2292
 GW2292.The horizontal coordinates were established by classical geodetic methods
 GW2292.and adjusted by the National Geodetic Survey in November 1994..
 GW2292
 GW2292.The orthometric height was scaled from a topographic map.
 GW2292
 GW2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2292
 GW2292.The geoid height was determined by GEOID03.
 GW2292
 GW2292;                    North         East     Units Scale Factor Converg.
 GW2292;SPC VA S     - 1,139,780.933 3,528,819.089   MT  0.99995308   +0 11 53.0
 GW2292;SPC VA S     - 3,739,431.28 11,577,467.29   sFT  0.99995308   +0 11 53.0
 GW2292;UTM  17      - 4,164,353.982   749,537.556   MT  1.00036706   +1 43 30.2
 GW2292
 GW2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2292!SPC VA S     -   0.99998527  x   0.99995308  =   0.99993835
 GW2292!UTM  17      -   0.99998527  x   1.00036706  =   1.00035232
 GW2292
 GW2292|---------------------------------------------------------------------|
 GW2292| PID    Reference Object                     Distance      Geod. Az  |
 GW2292|                                                           dddmmss.s |
 GW2292| DC5549 ASHBY RM 1                           25.270 METERS 06023     |
 GW2292| DC5550 ASHBY RM 2                           26.346 METERS 15232     |
 GW2292| DC5548 ASHBY AZ MK                                        1700152.0 |
 GW2292|---------------------------------------------------------------------|
 GW2292
 GW2292                          SUPERSEDED SURVEY CONTROL
 GW2292
 GW2292  NAD 83(1986)-  37 35 32.81614(N)    078 10 25.22004(W) AD(       ) 1
 GW2292  NAD 27      -  37 35 32.28200(N)    078 10 26.22900(W) AD(       ) 1
 GW2292
 GW2292.Superseded values are not recommended for survey control.
 GW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2292.See file dsdata.txt to determine how the superseded data were derived.
 GW2292
 GW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4953864354(NAD 83)
 GW2292_MARKER: DS = TRIANGULATION STATION DISK
 GW2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2292+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW2292
 GW2292  HISTORY     - Date     Condition        Report By
 GW2292  HISTORY     - 1941     MONUMENTED       CGS
 GW2292  HISTORY     - 19970301 GOOD             USPSQD
 GW2292  HISTORY     - 20011003 GOOD             USPSQD
 GW2292  HISTORY     - 20060119 GOOD             USPSQD
 GW2292
 GW2292                          STATION DESCRIPTION
 GW2292
 GW2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2292'STATION IS ON HIGH GROUND ON THE PROPERTY OF MR. WILLIAM T.
 GW2292'SANDERSON, ABOUT 8 MILES NNE OF CUMBERLAND COURTHOUSE AT A SMALL
 GW2292'SETTLEMENT KNOWN AS ASHBY.  IT IS IN THE CHICKEN YARD FENCE
 GW2292'LINE 40 FEET W OF STATE ROUTE 45 AND 30 FEET N OF THE CENTER
 GW2292'LINE OF THE DRIVEWAY ENTERING MR. SANDERSONS YARD.  THE DISK
 GW2292'IS STAMPED ASHBY 1941 AND IS SET FLUSH WITH SURFACE OF THE
 GW2292'GROUND.
 GW2292'
 GW2292'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2292'BRONZE DISKS SET IN CONCRETE.
 GW2292'
 GW2292'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET W OF THE
 GW2292'FENCE LINE AND 20 FEET E OF STATE ROUTE 45.  THE DISK IS
 GW2292'STAMPED ASHBY 1941 NO. 1 AND PROJECTS 6 INCHES ABOVE THE
 GW2292'SURFACE OF THE GROUND.
 GW2292'
 GW2292'REFERENCE MARK NO. 2 IS SE OF THE STATION, 16 FEET E OF STATE
 GW2292'ROUTE 45 AND 13 FEET S OF THE CONCRETE POST IN THE SW FENCE
 GW2292'CORNER.  THE DISK IS STAMPED ASHBY 1941 NO. 2 AND PROJECTS
 GW2292'6 INCHES ABOVE THE GROUND.
 GW2292'
 GW2292'THE AZIMUTH MARK IS 0.6 MILE S OF THE STATION AT THE HOME
 GW2292'OF CHARLES G. SANDERSON, 55 FEET NNW OF THE NW CORNER OF THE
 GW2292'HOUSE AND 4 FEET S OF THE S GARDEN FENCE.  THE DISK IS STAMPED
 GW2292'ASHBY 1941 AND PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH
 GW2292'THE AZIMUTH MARK, GO S ON STATE ROUTE 45 FOR 0.6 MILE TO A
 GW2292'DIRT ROAD ON THE LEFT, TURN LEFT AND GO 0.25 MILE TO THE
 GW2292'SANDERSON HOME AND THE AZIMUTH MARK.
 GW2292'
 GW2292'TO REACH THE STATION FROM THE COURTHOUSE IN CUMBERLAND COURTHOUSE,
 GW2292'GO E ON U.S. ROUTE 60 FOR 2.45 MILES TO THE JUNCTION OF U.S.
 GW2292'ROUTE 60 AND STATE ROUTE 45 HERE TURN LEFT (N) ON STATE ROUTE
 GW2292'45 AND GO 5.8 MILES TO THE SANDERSON HOUSE ON THE LEFT AND
 GW2292'STATION.
 GW2292'
 GW2292'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION SNODDY.
 GW2292'
 GW2292'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION BOTTOM.
 GW2292'
 GW2292'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BUSH PARK.
 GW2292'
 GW2292'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GW2292
 GW2292                          STATION RECOVERY (1997)
 GW2292
 GW2292'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2292'RECOVERED IN GOOD CONDITION.
 GW2292
 GW2292                          STATION RECOVERY (2001)
 GW2292
 GW2292'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2292'RECOVERED IN GOOD CONDITION.
 GW2292
 GW2292                          STATION RECOVERY (2006)
 GW2292
 GW2292'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2292'STATION FOUND IN GOOD CONDITION. RM1 AN 2 AND AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5310 ***********************************************************************
 GV5310  DESIGNATION -  ASHLAND NORTH MUNICIPAL TANK
 GV5310  PID         -  GV5310
 GV5310  STATE/COUNTY-  VA/HANOVER
 GV5310  USGS QUAD   -  ASHLAND (1985)
 GV5310
 GV5310                         *CURRENT SURVEY CONTROL
 GV5310  ___________________________________________________________________
 GV5310* NAD 83(1993)-  37 46 00.33270(N)    077 28 44.86501(W)     ADJUSTED  
 GV5310* NAVD 88     -                                                        
 GV5310  ___________________________________________________________________
 GV5310  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV5310  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GV5310
 GV5310  HORZ ORDER  -  THIRD
 GV5310
 GV5310.The horizontal coordinates were established by classical geodetic methods
 GV5310.and adjusted by the National Geodetic Survey in November 1994..
 GV5310
 GV5310
 GV5310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5310
 GV5310.The geoid height was determined by GEOID03.
 GV5310
 GV5310;                    North         East     Units Scale Factor Converg.
 GV5310;SPC VA S     - 1,159,563.764 3,589,944.356   MT  0.99996962   +0 37 10.5
 GV5310;SPC VA S     - 3,804,335.45 11,778,009.11   sFT  0.99996962   +0 37 10.5
 GV5310;UTM  18      - 4,182,831.341   281,634.329   MT  1.00018735   -1 31 08.2
 GV5310
 GV5310                          SUPERSEDED SURVEY CONTROL
 GV5310
 GV5310  NAD 83(1986)-  37 46 00.33753(N)    077 28 44.88031(W) AD(       ) 4
 GV5310  NAD 27      -  37 45 59.82100(N)    077 28 45.94000(W) AD(       ) 3
 GV5310
 GV5310.Superseded values are not recommended for survey control.
 GV5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5310.See file dsdata.txt to determine how the superseded data were derived.
 GV5310
 GV5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8163482831(NAD 83)
 GV5310_MARKER: 51 = TANK
 GV5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5310+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 GV5310
 GV5310  HISTORY     - Date     Condition        Report By
 GV5310  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5310  HISTORY     - 19970222 GOOD             USPSQD
 GV5310  HISTORY     - 20020114 GOOD             USPSQD
 GV5310  HISTORY     - 20030614 POOR             GEOCAC
 GV5310
 GV5310                          STATION DESCRIPTION
 GV5310
 GV5310'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5310'THIS INTERSECTION STATION IS THE N ONE OF 2 MUNICIPAL WATER
 GV5310'TANKS IN THE CITY OF ASHLAND.  IT IS ABOUT 1/2 MILE N OF
 GV5310'THE MAIN PART OF TOWN AND ON THE W SIDE OF THE RAILROAD
 GV5310'TRACKS.  IT IS ABOUT 80 FEET HIGH, WITH FOUR LEGS, AND THE
 GV5310'ENTIRE STRUCTURE IS PAINTED BLACK.  THE FINIAL ON TOP OF
 GV5310'THE TANK WAS OBSERVED UPON.
 GV5310
 GV5310                          STATION RECOVERY (1997)
 GV5310
 GV5310'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5310'RECOVERED IN GOOD CONDITION.
 GV5310
 GV5310                          STATION RECOVERY (2002)
 GV5310
 GV5310'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV5310'RECOVERED IN GOOD CONDITION.
 GV5310
 GV5310                          STATION RECOVERY (2003)
 GV5310
 GV5310'RECOVERY NOTE BY GEOCACHING 2003 (DET)
 GV5310'WATER TANK APPEARS TO HAVE BEEN TORN DOWN, POSSIBLY DUE TO N. CENTER
 GV5310'ST. BEING CONVERTED INTO A 'RAILROAD WALK'.
 GV5310' 
 GV5310'SEE WWW.DAVIDTILLER.COM/BENCHMARKS/GV5310.HTML FOR PICTURES, OR SEARCH
 GV5310'FOR GV5310 ON THE BENCHMARK SECTION OF WWW.GEOCACHING.COM FOR DETAILS.
 GV5310' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5311 ***********************************************************************
 GV5311  DESIGNATION -  ASHLAND RANDOLPH MACON COL STK
 GV5311  PID         -  GV5311
 GV5311  STATE/COUNTY-  VA/HANOVER
 GV5311  USGS QUAD   -  ASHLAND (1985)
 GV5311
 GV5311                         *CURRENT SURVEY CONTROL
 GV5311  ___________________________________________________________________
 GV5311* NAD 83(1993)-  37 45 35.34478(N)    077 28 47.13373(W)     ADJUSTED  
 GV5311* NAVD 88     -                                                        
 GV5311  ___________________________________________________________________
 GV5311  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV5311  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GV5311
 GV5311  HORZ ORDER  -  THIRD
 GV5311
 GV5311.The horizontal coordinates were established by classical geodetic methods
 GV5311.and adjusted by the National Geodetic Survey in November 1994..
 GV5311
 GV5311
 GV5311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5311
 GV5311.The geoid height was determined by GEOID03.
 GV5311
 GV5311;                    North         East     Units Scale Factor Converg.
 GV5311;SPC VA S     - 1,158,792.827 3,589,897.160   MT  0.99996879   +0 37 09.2
 GV5311;SPC VA S     - 3,801,806.13 11,777,854.27   sFT  0.99996879   +0 37 09.2
 GV5311;UTM  18      - 4,182,062.534   281,558.382   MT  1.00018776   -1 31 08.7
 GV5311
 GV5311                          SUPERSEDED SURVEY CONTROL
 GV5311
 GV5311  NAD 83(1986)-  37 45 35.34959(N)    077 28 47.14926(W) AD(       ) 4
 GV5311  NAD 27      -  37 45 34.83600(N)    077 28 48.20700(W) AD(       ) 3
 GV5311
 GV5311.Superseded values are not recommended for survey control.
 GV5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5311.See file dsdata.txt to determine how the superseded data were derived.
 GV5311
 GV5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8155882063(NAD 83)
 GV5311_MARKER: 63 = STACK
 GV5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5311+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 GV5311
 GV5311  HISTORY     - Date     Condition        Report By
 GV5311  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5311  HISTORY     - 19970222 GOOD             USPSQD
 GV5311  HISTORY     - 20020114 GOOD             USPSQD
 GV5311  HISTORY     - 20060527 GOOD             GEOCAC
 GV5311
 GV5311                          STATION DESCRIPTION
 GV5311
 GV5311'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5311'THIS INTERSECTION STATION IS THE RED BRICK STACK OF THE
 GV5311'RANDOLPH MACON COLLEGE, LOCATED IN THE CITY OF ASHLAND,
 GV5311'ABOUT 0.1 MILE NE OF THE MAIN PART OF TOWN ON THE COLLEGE
 GV5311'GROUNDS.  IT IS ABOUT 100 FEET HIGH, AND THE ENTIRE STRUCTURE
 GV5311'IS BUILT OF RED BRICKS.  THE TOP OF THE STACK WAS OBSERVED
 GV5311'UPON.
 GV5311
 GV5311                          STATION RECOVERY (1997)
 GV5311
 GV5311'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5311'RECOVERED IN GOOD CONDITION.
 GV5311
 GV5311                          STATION RECOVERY (2002)
 GV5311
 GV5311'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV5311'RECOVERED IN GOOD CONDITION.
 GV5311
 GV5311                          STATION RECOVERY (2006)
 GV5311
 GV5311'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 GV5311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5303 ***********************************************************************
 GV5303  DESIGNATION -  ASHLAND SOUTH MUNICIPAL TANK
 GV5303  PID         -  GV5303
 GV5303  STATE/COUNTY-  VA/HANOVER
 GV5303  USGS QUAD   -  YELLOW TAVERN (1994)
 GV5303
 GV5303                         *CURRENT SURVEY CONTROL
 GV5303  ___________________________________________________________________
 GV5303* NAD 83(1993)-  37 45 00.09374(N)    077 28 56.31980(W)     ADJUSTED  
 GV5303* NAVD 88     -                                                        
 GV5303  ___________________________________________________________________
 GV5303  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 GV5303  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GV5303
 GV5303  HORZ ORDER  -  THIRD
 GV5303
 GV5303.The horizontal coordinates were established by classical geodetic methods
 GV5303.and adjusted by the National Geodetic Survey in November 1994..
 GV5303
 GV5303
 GV5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5303
 GV5303.The geoid height was determined by GEOID03.
 GV5303
 GV5303;                    North         East     Units Scale Factor Converg.
 GV5303;SPC VA S     - 1,157,703.671 3,589,684.046   MT  0.99996763   +0 37 03.6
 GV5303;SPC VA S     - 3,798,232.79 11,777,155.07   sFT  0.99996763   +0 37 03.6
 GV5303;UTM  18      - 4,180,981.849   281,304.725   MT  1.00018913   -1 31 13.1
 GV5303
 GV5303                          SUPERSEDED SURVEY CONTROL
 GV5303
 GV5303  NAD 83(1986)-  37 45 00.09866(N)    077 28 56.33534(W) AD(       ) 4
 GV5303  NAD 27      -  37 44 59.58400(N)    077 28 57.39300(W) AD(       ) 3
 GV5303
 GV5303.Superseded values are not recommended for survey control.
 GV5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5303.See file dsdata.txt to determine how the superseded data were derived.
 GV5303
 GV5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8130580982(NAD 83)
 GV5303_MARKER: 53 = ELEVATED TANK
 GV5303
 GV5303  HISTORY     - Date     Condition        Report By
 GV5303  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5303  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV5303  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV5303
 GV5303                          STATION DESCRIPTION
 GV5303
 GV5303'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5303'THIS INTERSECTION STATION IS THE S ONE OF 2 MUNICIPAL WATER
 GV5303'TANKS IN THE CITY OF ASHLAND.  IT IS ABOUT 1/2 MILE S OF THE
 GV5303'MAIN PART OF TOWN ON THE W SIDE OF THE RAILROAD TRACKS.  IT
 GV5303'IS ABOUT 100 FEET HIGH, WITH FOUR LEGS, AND THE ENTIRE STRUCTURE
 GV5303'IS PAINTED BLACK.  THE FINIAL ON THE TOP WAS OBSERVED UPON.
 GV5303
 GV5303                          STATION RECOVERY (1997)
 GV5303
 GV5303'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5303'MARK NOT FOUND.
 GV5303
 GV5303                          STATION RECOVERY (2002)
 GV5303
 GV5303'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV5303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5679 ***********************************************************************
 GV5679  DESIGNATION -  ASHLAND UPPER HANOVER LOT
 GV5679  PID         -  GV5679
 GV5679  STATE/COUNTY-  VA/HANOVER
 GV5679  USGS QUAD   -  HANOVER ACADEMY (1989)
 GV5679
 GV5679                         *CURRENT SURVEY CONTROL
 GV5679  ___________________________________________________________________
 GV5679* NAD 83(1993)-  37 49 35.45593(N)    077 35 45.52114(W)     ADJUSTED  
 GV5679* NAVD 88     -                                                        
 GV5679  ___________________________________________________________________
 GV5679  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 GV5679  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GV5679
 GV5679  HORZ ORDER  -  THIRD
 GV5679
 GV5679.The horizontal coordinates were established by classical geodetic methods
 GV5679.and adjusted by the National Geodetic Survey in November 1994..
 GV5679
 GV5679
 GV5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5679
 GV5679.The geoid height was determined by GEOID03.
 GV5679
 GV5679;                    North         East     Units Scale Factor Converg.
 GV5679;SPC VA S     - 1,166,090.851 3,579,586.145   MT  0.99997742   +0 32 55.2
 GV5679;SPC VA S     - 3,825,749.73 11,744,025.54   sFT  0.99997742   +0 32 55.2
 GV5679;UTM  18      - 4,189,742.326   271,524.624   MT  1.00024299   -1 35 33.8
 GV5679
 GV5679                          SUPERSEDED SURVEY CONTROL
 GV5679
 GV5679  NAD 83(1986)-  37 49 35.46033(N)    077 35 45.53846(W) AD(       ) 4
 GV5679  NAD 27      -  37 49 34.94800(N)    077 35 46.58100(W) AD(       ) 3
 GV5679
 GV5679.Superseded values are not recommended for survey control.
 GV5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5679.See file dsdata.txt to determine how the superseded data were derived.
 GV5679
 GV5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7152589742(NAD 83)
 GV5679_MARKER: 57 = LOOKOUT TOWER
 GV5679
 GV5679  HISTORY     - Date     Condition        Report By
 GV5679  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5679  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV5679  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV5679  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV5679
 GV5679                          STATION DESCRIPTION
 GV5679
 GV5679'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5679'THIS IS AN INTERSECTION STATION.  THE STATION IS THE FINIAL
 GV5679'ON THE TOP OF THE GLASS ENCLOSED CAB OF THE UPPER HANOVER
 GV5679'COUNTY LOOKOUT TOWER, ABOUT 8.3 MILES W OF ASHLAND, 40 FEET
 GV5679'N OF THE CENTER OF STATE HIGHWAY 54, ON PROPERTY OWNED AND
 GV5679'OCCUPIED BY MRS. T.A. MILLS.  IT IS A FOUR-LEGGED STEEL
 GV5679'STRUCTURE ABOUT 125 FEET HIGH.
 GV5679
 GV5679                          STATION RECOVERY (1997)
 GV5679
 GV5679'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5679'MARK NOT FOUND.
 GV5679
 GV5679                          STATION RECOVERY (2002)
 GV5679
 GV5679'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV5679'MARK NOT FOUND.
 GV5679
 GV5679                          STATION RECOVERY (2003)
 GV5679
 GV5679'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV5679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9540 ***********************************************************************
 HV9540  DESIGNATION -  ASHLEY
 HV9540  PID         -  HV9540
 HV9540  STATE/COUNTY-  VA/FAIRFAX
 HV9540  USGS QUAD   -  HERNDON (1994)
 HV9540
 HV9540                         *CURRENT SURVEY CONTROL
 HV9540  ___________________________________________________________________
 HV9540* NAD 83(1986)-  38 54 51.     (N)    077 23 14.     (W)     SCALED    
 HV9540* NAVD 88     -       120.639  (meters)     395.80   (feet)  ADJUSTED  
 HV9540  ___________________________________________________________________
 HV9540  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV9540  DYNAMIC HT  -         120.574 (meters)     395.58  (feet)  COMP
 HV9540  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 HV9540
 HV9540  VERT ORDER  -  THIRD
 HV9540
 HV9540.The horizontal coordinates were scaled from a topographic map and have
 HV9540.an estimated accuracy of +/- 6 seconds.
 HV9540
 HV9540.The orthometric height was determined by differential leveling
 HV9540.and adjusted by the National Geodetic Survey in September 2004..
 HV9540.No vertical observational check was made to the station.
 HV9540
 HV9540.The geoid height was determined by GEOID03.
 HV9540
 HV9540.The dynamic height is computed by dividing the NAVD 88
 HV9540.geopotential number by the normal gravity value computed on the
 HV9540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9540.degrees latitude (g = 980.6199 gals.).
 HV9540
 HV9540.The modeled gravity was interpolated from observed gravity values.
 HV9540
 HV9540;                    North         East    Units  Estimated Accuracy
 HV9540;SPC VA N     - 2,139,060.    3,596,510.      MT  (+/- 180 meters Scaled)
 HV9540
 HV9540                          SUPERSEDED SURVEY CONTROL
 HV9540
 HV9540.No superseded survey control is available for this station.
 HV9540
 HV9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ930099(NAD 83)
 HV9540_MARKER: DD = SURVEY DISK
 HV9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9540_SP_SET: CONCRETE POST
 HV9540_STAMPING: ASHLEY 1990
 HV9540_MARK LOGO: VA-059
 HV9540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9540+STABILITY: SURFACE MOTION
 HV9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9540+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9540
 HV9540  HISTORY     - Date     Condition        Report By
 HV9540  HISTORY     - 1990     MONUMENTED       VA-059
 HV9540  HISTORY     - 19920120 GOOD             MSI
 HV9540
 HV9540                          STATION DESCRIPTION
 HV9540
 HV9540'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9540'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 2.9 MILES
 HV9540'(4.7 KM) NORTH-NORTHWEST FROM THE TOWN OF CHANTILLY, 3.9 MILES (6.3
 HV9540'KM) SOUTH FROM HERNDON AND 6.5 MILES (10.5 KM) NORTHWEST FROM THE
 HV9540'CITY OF FAIRFAX.  TO REACH FROM THE INTERSECTION OF ROUTE 50 AND THE
 HV9540'FAIRFAX COUNTY PARKWAY (ROUTE 7100), PROCEED NORTH ON THE PARKWAY FOR
 HV9540'3.8 MILES (6.1 KM) TO WEST OX ROAD ON THE RIGHT, THENCE RIGHT ON WEST
 HV9540'OX ROAD (ROUTE 608) FOR 0.7 MILES (1.1 KM) TO THE MONUMENT ON THE
 HV9540'LEFT IN THE GAS LINE EASEMENT, IN TOP OF A CONCRETE POST FLUSH WITH
 HV9540'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5328 ***********************************************************************
 HV5328  DESIGNATION -  ASHTON NPG 1941
 HV5328  PID         -  HV5328
 HV5328  STATE/COUNTY-  VA/KING GEORGE
 HV5328  USGS QUAD   -  DAHLGREN (1983)
 HV5328
 HV5328                         *CURRENT SURVEY CONTROL
 HV5328  ___________________________________________________________________
 HV5328* NAD 83(1993)-  38 21 13.75002(N)    077 04 32.98683(W)     ADJUSTED  
 HV5328* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 HV5328  ___________________________________________________________________
 HV5328  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 HV5328  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HV5328
 HV5328  HORZ ORDER  -  FIRST
 HV5328
 HV5328.The horizontal coordinates were established by classical geodetic methods
 HV5328.and adjusted by the National Geodetic Survey in November 1994..
 HV5328
 HV5328.The orthometric height was scaled from a topographic map.
 HV5328
 HV5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5328
 HV5328.The geoid height was determined by GEOID03.
 HV5328
 HV5328;                    North         East     Units Scale Factor Converg.
 HV5328;SPC VA N     - 2,077,237.973 3,624,474.891   MT  0.99995892   +0 53 19.9
 HV5328;SPC VA N     - 6,815,071.58 11,891,298.04   sFT  0.99995892   +0 53 19.9
 HV5328;SPC MD       -    76,279.683   393,371.880   MT  0.99999107   -0 02 51.3
 HV5328;SPC MD       -   250,260.93  1,290,587.58   sFT  0.99999107   -0 02 51.3
 HV5328;UTM  18      - 4,247,112.569   318,617.610   MT  1.00000518   -1 17 18.4
 HV5328
 HV5328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5328!SPC VA N     -   1.00000336  x   0.99995892  =   0.99996228
 HV5328!SPC MD       -   1.00000336  x   0.99999107  =   0.99999443
 HV5328!UTM  18      -   1.00000336  x   1.00000518  =   1.00000854
 HV5328
 HV5328:                Primary Azimuth Mark                     Grid Az
 HV5328:SPC VA N     -  BRIDGE                                   081 42 00.7
 HV5328:SPC MD       -  BRIDGE                                   082 38 11.9
 HV5328:UTM  18      -  BRIDGE                                   083 52 39.0
 HV5328
 HV5328|---------------------------------------------------------------------|
 HV5328| PID    Reference Object                     Distance      Geod. Az  |
 HV5328|                                                           dddmmss.s |
 HV5328| HV7093 BRIDGE                              APPROX. 7.5 KM 0823520.6 |
 HV5328| HV5338 DAHLGREN STEEL TOWER                APPROX. 5.3 KM 1240656.7 |
 HV5328| HV5361 1A NPG 1941                         APPROX. 3.1 KM 1284926.6 |
 HV5328|---------------------------------------------------------------------|
 HV5328
 HV5328                          SUPERSEDED SURVEY CONTROL
 HV5328
 HV5328  NAD 83(1993)-  38 21 13.75093(N)    077 04 32.99150(W) AD(       ) 1
 HV5328  NAD 83(1986)-  38 21 13.75006(N)    077 04 33.00126(W) AD(       ) 1
 HV5328  NAD 27      -  38 21 13.29500(N)    077 04 34.08700(W) AD(       ) 1
 HV5328
 HV5328.Superseded values are not recommended for survey control.
 HV5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5328.See file dsdata.txt to determine how the superseded data were derived.
 HV5328
 HV5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1861847113(NAD 83)
 HV5328_MARKER: DD = SURVEY DISK
 HV5328_SETTING: 0 = UNSPECIFIED SETTING
 HV5328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5328
 HV5328  HISTORY     - Date     Condition        Report By
 HV5328  HISTORY     - 1941     MONUMENTED       USN
 HV5328  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV5328  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5328
 HV5328                          STATION DESCRIPTION
 HV5328
 HV5328'DESCRIBED BY US NAVY 1941 (GCM)
 HV5328'ABOUT 100 FEET NORTH OF LITTLE ARK BAPTIST CHURCH AND SCHOOL,
 HV5328'14.52 METERS NORTH OF NORTH GATE POST, 19.95 METERS WEST OF WEST
 HV5328'RIGHT-OF-WAY FENCE.  SURFACE MARK ONLY, MARKED BY STANDARD NAVY
 HV5328'DEPARTMENT TRIANGULATION DISK SET IN CONCRETE.  TO REACH FROM
 HV5328'ENTRANCE GATE AT DAHLGREN NAVAL PROVING GROUNDS, GO WEST 1.9
 HV5328'MILES TO CROSS ROADS, CONTINUE STRAIGHT AHEAD 0.6 MILE TO T ROAD
 HV5328'RIGHT AT OWENS, TURN RIGHT AND FOLLOW T ROAD 1.3 MILES TO
 HV5328'CHURCH AND SCHOOL.
 HV5328
 HV5328                          STATION RECOVERY (1998)
 HV5328
 HV5328'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5328'MARK NOT FOUND.
 HV5328
 HV5328                          STATION RECOVERY (2003)
 HV5328
 HV5328'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3496 ***********************************************************************
 FX3496  DESIGNATION -  ASK
 FX3496  PID         -  FX3496
 FX3496  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3496  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3496
 FX3496                         *CURRENT SURVEY CONTROL
 FX3496  ___________________________________________________________________
 FX3496* NAD 83(1993)-  36 54 18.20799(N)    076 28 51.96712(W)     ADJUSTED  
 FX3496* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3496  ___________________________________________________________________
 FX3496  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 FX3496  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FX3496
 FX3496  HORZ ORDER  -  THIRD
 FX3496
 FX3496.The horizontal coordinates were established by classical geodetic methods
 FX3496.and adjusted by the National Geodetic Survey in September 1995..
 FX3496
 FX3496.The orthometric height was scaled from a topographic map.
 FX3496
 FX3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3496
 FX3496.The geoid height was determined by GEOID03.
 FX3496
 FX3496;                    North         East     Units Scale Factor Converg.
 FX3496;SPC VA S     - 1,065,370.574 3,679,910.959   MT  0.99997776   +1 13 31.1
 FX3496;SPC VA S     - 3,495,303.29 12,073,174.54   sFT  0.99997776   +1 13 31.1
 FX3496;UTM  18      - 4,085,364.453   368,049.566   MT  0.99981449   -0 53 22.3
 FX3496
 FX3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3496!SPC VA S     -   1.00000563  x   0.99997776  =   0.99998339
 FX3496!UTM  18      -   1.00000563  x   0.99981449  =   0.99982012
 FX3496
 FX3496:                Primary Azimuth Mark                     Grid Az
 FX3496:SPC VA S     -  NAA RESET                                005 27 46.8
 FX3496:UTM  18      -  NAA RESET                                007 34 40.2
 FX3496
 FX3496|---------------------------------------------------------------------|
 FX3496| PID    Reference Object                     Distance      Geod. Az  |
 FX3496|                                                           dddmmss.s |
 FX3496| FX3525 NAA RESET                           APPROX. 1.0 KM 0064117.9 |
 FX3496| FX3519 HALFPONE SHOAL BEACON               APPROX. 1.8 KM 1550449.9 |
 FX3496| DC8038 ASK RM 2                             90.233 METERS 21959     |
 FX3496| DC8037 ASK RM 1                             64.974 METERS 33355     |
 FX3496|---------------------------------------------------------------------|
 FX3496
 FX3496                          SUPERSEDED SURVEY CONTROL
 FX3496
 FX3496  NAD 83(1986)-  36 54 18.21326(N)    076 28 52.00120(W) AD(       ) 3
 FX3496  NAD 27      -  36 54 17.67600(N)    076 28 53.18000(W) AD(       ) 3
 FX3496
 FX3496.Superseded values are not recommended for survey control.
 FX3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3496.See file dsdata.txt to determine how the superseded data were derived.
 FX3496
 FX3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6805085364(NAD 83)
 FX3496_MARKER: DS = TRIANGULATION STATION DISK
 FX3496_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3496
 FX3496  HISTORY     - Date     Condition        Report By
 FX3496  HISTORY     - 1934     MONUMENTED       CGS
 FX3496  HISTORY     - 1941     MARK NOT FOUND   CGS
 FX3496  HISTORY     - 1942     GOOD             CGS
 FX3496  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3496
 FX3496                          STATION DESCRIPTION
 FX3496
 FX3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3496'IN THE VICINITY OF CRITTENDEN, ON THE PROPERTY OF L.J. UPTON,
 FX3496'ON THE SHORE OF THE NANSEMOND RIVER, 50 FEET WEST FROM THE
 FX3496'NORMAL HIGH WATER LINE, 51 FEET EAST FROM THE EDGE OF A SWAMP
 FX3496'WHICH EXTENDS FROM THE RIVER BACK AROUND THE LAND ON WHICH THE
 FX3496'STATION IS SITUATED, AND 243 FEET NORTHEAST FROM A LARGE PINE
 FX3496'TREE ACROSS THE SWAMPS.
 FX3496'
 FX3496'THE STATION MAY BE REACHED FROM THE NANSEMOND RIVER BRIDGE
 FX3496'BY TRAVELLING WESTWARD TO THE FIRST RIGHT TURN, WHICH WILL BE A
 FX3496'WOODS-ROAD, AND PROCEEDING ALONG IT TO THE FARM OF MR. UPTON.
 FX3496'GO INTO THE YARD AND TURN LEFT ON A LANE BETWEEN TWO FIELDS,
 FX3496'AND FOLLOW THIS ROAD FOR ABOUT 1/2 MILE TO WHERE IT CROSSES A
 FX3496'DRAINAGE DITCH.  THE STATION IS ABOUT 200 METERS FROM THIS POINT
 FX3496'TOWARD THE BEACH.
 FX3496'
 FX3496'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX3496'CONCRETE AS DESCRIBED IN NOTES 1C AND 11C RESPECTIVELY.  THERE
 FX3496'IS NO UNDERGROUND MARK.
 FX3496'
 FX3496'REFERENCE MARK NO. 1 IS NEAR THE EXTREME END OF THE ARM OF
 FX3496'SWAMPLAND EXTENDING IN BACK OF THE HIGHER LAND UPON WHICH THE
 FX3496'STATION IS LOCATED.  REFERENCE MARK NO. 2 IS NEAR THE LARGE PINE,
 FX3496'MENTIONED ABOVE, ON THE EDGE OF THIS INLET OF SWAMPLAND.
 FX3496'MEASUREMENT FROM R.M. NO. 1 TO R.M. NO. 2 IS NOT PRACTICABLE
 FX3496'BECAUSE OF INTERVENING WATER.
 FX3496'
 FX3496'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 FX3496
 FX3496                          STATION RECOVERY (1941)
 FX3496
 FX3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3496'STATION NOT RECOVERED.  BOTH REFERENCE MARKS WERE RECOVERED.
 FX3496'USING THE DISTANCES GIVEN IN ORIGINAL DESCRIPTION AND FOLLOWING
 FX3496'THE ACCOMPANING SKETCH AN INTERSECTION WAS OBTAINED AND
 FX3496'CONSIDERABLE DIGGING DONE IN THE VICINITY.
 FX3496
 FX3496                          STATION RECOVERY (1942)
 FX3496
 FX3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3496'1934 DESCRIPTION ADEQUATE.  A WITNESS MARK WAS ADDED--BLAZE ON
 FX3496'S SIDE OF A PINE TREE 15 METERS FROM STATION AND 92 DEG -00 MIN
 FX3496'LEFT OF NANSEMOND RIVER L.H. (AT STATION, ANGLE WITNESS MARK TO
 FX3496'NANSEMOND R.L.H. = 92 DEG -00 MIN.)
 FX3496
 FX3496                          STATION RECOVERY (1960)
 FX3496
 FX3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3496'THIS STATION WAS DESTROYED BY EROSION OF THE SHORELINE.  REFERENCE
 FX3496'MARK NO. 2 WAS THE ONLY MARK RECOVERED.  THE DISTANCE FROM
 FX3496'REFERENCE MARK NO. 2 AND THE PINE TREE MENTIONED IN THE DESCRIPTION
 FX3496'PLACES THE STATION ABOUT 100 FEET INTO THE WATER.
 FX3496'
 FX3496'TO REACH REFERENCE MARK NO. 2 FROM THE JUNCTION OF U.S. HIGHWAY
 FX3496'17 AND COUNTY ROAD 1501 IN CRITTENDEN, GO NORTH ON COUNTY
 FX3496'ROAD 1501 FOR ABOUT 100 FEET TO A DIRT ROAD RIGHT.  TURN RIGHT
 FX3496'AND FOLLOW THE DIRT ROAD FOR 0.7 MILE TO THE OLD FARMHOUSE
 FX3496'AND A LANE LEADING LEFT.  TURN LEFT AND GO 0.35 MILE TO THE
 FX3496'BEGINNING OF A SWAMP ON THE RIGHT AND END OF TRUCK TRAVEL.
 FX3496'FROM HERE GO EAST, SOUTH AND EAST, FOLLOWING THE EDGE OF THE
 FX3496'SWAMP AND WOODS TO THE EXTREME NORTHEAST CORNER OF THE FIELD.
 FX3496'THE MARK IS IN THE WOODS ABOUT 150 FEET NORTH OF THE FENCE
 FX3496'CORNER AND 34 FEET SOUTH OF THE PINE TREE MENTION IN THE
 FX3496'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0800 ***********************************************************************
 FW0800  DESIGNATION -  ASSAT
 FW0800  PID         -  FW0800
 FW0800  STATE/COUNTY-  VA/ACCOMACK
 FW0800  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0800
 FW0800                         *CURRENT SURVEY CONTROL
 FW0800  ___________________________________________________________________
 FW0800* NAD 83(1993)-  37 52 35.22989(N)    075 23 18.84992(W)     ADJUSTED  
 FW0800* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 FW0800  ___________________________________________________________________
 FW0800  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FW0800  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0800
 FW0800  HORZ ORDER  -  SECOND
 FW0800
 FW0800.The horizontal coordinates were established by classical geodetic methods
 FW0800.and adjusted by the National Geodetic Survey in November 1994..
 FW0800
 FW0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0800
 FW0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0800
 FW0800.The geoid height was determined by GEOID03.
 FW0800
 FW0800;                    North         East     Units Scale Factor Converg.
 FW0800;SPC VA S     - 1,175,763.037 3,773,688.725   MT  0.99998478   +1 53 18.3
 FW0800;SPC VA S     - 3,857,482.56 12,380,843.76   sFT  0.99998478   +1 53 18.3
 FW0800;UTM  18      - 4,192,178.484   465,827.423   MT  0.99961438   -0 14 18.8
 FW0800
 FW0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0800!SPC VA S     -   1.00000534  x   0.99998478  =   0.99999012
 FW0800!UTM  18      -   1.00000534  x   0.99961438  =   0.99961972
 FW0800
 FW0800:                Primary Azimuth Mark                     Grid Az
 FW0800:SPC VA S     -  CHINCOTEAGUE WATER TANK                  006 56 28.2
 FW0800:UTM  18      -  CHINCOTEAGUE WATER TANK                  009 04 05.3
 FW0800
 FW0800|---------------------------------------------------------------------|
 FW0800| PID    Reference Object                     Distance      Geod. Az  |
 FW0800|                                                           dddmmss.s |
 FW0800| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 6.3 KM 0084946.5 |
 FW0800| FW0755 ASSATEAGUE LIGHTHOUSE 1909          APPROX. 4.8 KM 0363544.8 |
 FW0800| DC7793 ASSAT RM 1                           19.995 METERS 10333     |
 FW0800| FW0769 ASSATEAGUE ISLAND JETTY LIGHT       APPROX. 2.6 KM 1254258.8 |
 FW0800| FW0772 ASSATEAGUE BEACH CG LOT             APPROX. 2.3 KM 1280935.5 |
 FW0800| FW0790 WALLOPS ISLAND NASA RADAR TWR       APPROX. 9.5 KM 2431228.0 |
 FW0800| FW0791 WALLOPS ISLAND NASA WATER TANK      APPROX. 8.9 KM 2445019.8 |
 FW0800| DC7794 ASSAT RM 2                           17.063 METERS 26431     |
 FW0800| FW0840 WALLOPS STATION NASA TANK           APPROX.10.2 KM 3125706.8 |
 FW0800|---------------------------------------------------------------------|
 FW0800
 FW0800                          SUPERSEDED SURVEY CONTROL
 FW0800
 FW0800  NAD 83(1993)-  37 52 35.22710(N)    075 23 18.85448(W) AD(       ) 2
 FW0800  NAD 83(1986)-  37 52 35.22572(N)    075 23 18.88699(W) AD(       ) 2
 FW0800  NAD 27      -  37 52 34.78203(N)    075 23 20.16996(W) AD(       ) 2
 FW0800  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 FW0800
 FW0800.Superseded values are not recommended for survey control.
 FW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0800.See file dsdata.txt to determine how the superseded data were derived.
 FW0800
 FW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6582792178(NAD 83)
 FW0800_MARKER: DS = TRIANGULATION STATION DISK
 FW0800_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0800+WITH SETTING: INFORMATION.
 FW0800_SP_SET: PREFABRICATED CONCRETE POST
 FW0800
 FW0800  HISTORY     - Date     Condition        Report By
 FW0800  HISTORY     - 1962     MONUMENTED       CGS
 FW0800  HISTORY     - 1975     GOOD             NGS
 FW0800
 FW0800                          STATION DESCRIPTION
 FW0800
 FW0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0800'THE STATION IS LOCATED ON ASSATEAGUE ISLAND ABOUT 4.0 MILES
 FW0800'SOUTH OF CHINCOTEAGUE, 2.8 MILES SOUTHEAST OF ASSATEAGUE
 FW0800'LIGHTHOUSE, 1.3 MILES NORTHWEST OF COAST GUARD STATION NUMBER
 FW0800'150, 1/2 MILE NORTHEAST OF FISHING POINT, ABOUT 30 YARDS EAST
 FW0800'OF FISHING POINT LIGHT, ABOUT 100 YARDS SOUTHWEST OF THREE
 FW0800'PILING POSTS CONNECTED AT THE TOP.
 FW0800'
 FW0800'TO REACH THE STATION FROM COAST GUARD STATION NUMBER 150,
 FW0800'GO WESTERLY ALONG THE NORTH EDGE OF FISHING POINT FOR 1.34
 FW0800'MILE TO THE STATION AND STANDARD METAL WITNESS POST AND MARKER.
 FW0800'
 FW0800'STATION IS A STANDARD DISK CLAMPED ON THE TOP OF A 5/8 ROD
 FW0800'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND,
 FW0800'STAMPED ASSAT 1962.  IT IS 69.75 FEET, 21.261 METERS EAST OF
 FW0800'TEMPORARY HYDRO TARGET, 25.7 FEET SOUTH OF THE SOUTH EDGE OF
 FW0800'BANK AND 3.8 FEET WEST-NORTHWEST OF A STANDARD METAL WITNESS
 FW0800'POST AND MARKER.
 FW0800'
 FW0800'REFERENCE MARK 1 IS A STANDARD DISK CLAMPED ON THE TOP OF
 FW0800'A 5/8 ROD WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 FW0800'THE GROUND, STAMPED ASSAT NO 1 1962.  IT IS 62.0 FEET EAST OF
 FW0800'A STANDARD METAL WITNESS POST AND MARKER AND 38.0 FEET SOUTH
 FW0800'OF A BANK.
 FW0800'
 FW0800'REFERENCE MARK 2 IS A STANDARD DISK CLAMPED ON THE TOP OF A
 FW0800'5/8 ROD WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 FW0800'THE GROUND, STAMPED ASSAT NO 2 1962.  IT IS 2.5 FEET SOUTHWEST OF
 FW0800'A STANDARD METAL WITNESS POST AND MARKER.
 FW0800'
 FW0800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FW0800
 FW0800                          STATION RECOVERY (1975)
 FW0800
 FW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0800'STATION MARK, REFERENCE MARKS NUMBER 1 AND NUMBER 2 WERE RECOVERED
 FW0800'AND THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.  ALL MARKS
 FW0800'PROJECTING ABOUT 3 INCHES.
 FW0800'
 FW0800'AT THIS TIME NEW WITNESS POSTS WERE SET RIGHT BY THE OLD WITNESS
 FW0800'POSTS AND THE MEASUREMENTS WILL BE THE SAME AS DESCRIBED IN THE 1962
 FW0800'DESCRIPTION.
 FW0800'
 FW0800'THE LAST 1.4 MILES ALONG THE BEACH A FOUR WHEEL DRIVE VEHICLE WILL
 FW0800'BE NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0772 ***********************************************************************
 FW0772  DESIGNATION -  ASSATEAGUE BEACH CG LOT
 FW0772  PID         -  FW0772
 FW0772  STATE/COUNTY-  VA/ACCOMACK
 FW0772  USGS QUAD   -  
 FW0772
 FW0772                         *CURRENT SURVEY CONTROL
 FW0772  ___________________________________________________________________
 FW0772* NAD 83(1993)-  37 51 49.42335(N)    075 22 05.33012(W)     ADJUSTED  
 FW0772* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0772  ___________________________________________________________________
 FW0772  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FW0772  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FW0772
 FW0772  HORZ ORDER  -  THIRD
 FW0772
 FW0772.The horizontal coordinates were established by classical geodetic methods
 FW0772.and adjusted by the National Geodetic Survey in November 1994..
 FW0772
 FW0772.The orthometric height was scaled from a topographic map.
 FW0772
 FW0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0772
 FW0772.The geoid height was determined by GEOID03.
 FW0772
 FW0772;                    North         East     Units Scale Factor Converg.
 FW0772;SPC VA S     - 1,174,410.946 3,775,531.294   MT  0.99998283   +1 54 02.9
 FW0772;SPC VA S     - 3,853,046.58 12,386,888.92   sFT  0.99998283   +1 54 02.9
 FW0772;UTM  18      - 4,190,759.467   467,617.880   MT  0.99961291   -0 13 33.5
 FW0772
 FW0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0772!SPC VA S     -   1.00000547  x   0.99998283  =   0.99998830
 FW0772!UTM  18      -   1.00000547  x   0.99961291  =   0.99961838
 FW0772
 FW0772                          SUPERSEDED SURVEY CONTROL
 FW0772
 FW0772  NAD 83(1993)-  37 51 49.42009(N)    075 22 05.33462(W) AD(       ) 4
 FW0772  NAD 83(1986)-  37 51 49.41917(N)    075 22 05.36756(W) AD(       ) 4
 FW0772  NAD 27      -  37 51 48.97007(N)    075 22 06.64905(W) AD(       ) 3
 FW0772
 FW0772.Superseded values are not recommended for survey control.
 FW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0772.See file dsdata.txt to determine how the superseded data were derived.
 FW0772
 FW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6761890759(NAD 83)
 FW0772_MARKER: 57 = LOOKOUT TOWER
 FW0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0772
 FW0772  HISTORY     - Date     Condition        Report By
 FW0772  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0772  HISTORY     - 1961     GOOD             CGS
 FW0772  HISTORY     - 1962     GOOD             CGS
 FW0772  HISTORY     - 1975     GOOD             NGS
 FW0772  HISTORY     - 1980     GOOD             NOS
 FW0772  HISTORY     - 1981     GOOD             NOS
 FW0772
 FW0772                          STATION DESCRIPTION
 FW0772
 FW0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0772'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF
 FW0772'CHINCOTEAGUE, VIRGINIA AND ON THE SOUTH END OF ASSATEAGUE
 FW0772'ISLAND.
 FW0772'
 FW0772'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A WOODEN
 FW0772'LOOKOUT HOUSE ON TOP AND HAS A BRICK CHIMNEY ON THE EAST
 FW0772'SIDE OF THE ROOF.  THE OVERALL HEIGHT IS ABOUT 60 FEET.
 FW0772'
 FW0772'THE STATION IS THE APEX OF THE ROOF.
 FW0772
 FW0772                          STATION RECOVERY (1961)
 FW0772
 FW0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0772'STATION RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION
 FW0772'IS GOOD.
 FW0772
 FW0772                          STATION RECOVERY (1962)
 FW0772
 FW0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0772'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW0772'THE INTERSECTING POINT WAS THE TOP BALL CENTER.
 FW0772
 FW0772                          STATION RECOVERY (1975)
 FW0772
 FW0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0772'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN THE 1959
 FW0772'DESCRIPTION AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW0772
 FW0772                          STATION RECOVERY (1980)
 FW0772
 FW0772'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW0772'THE STATION WAS RECOVERED IN GOOD CONDITION THE COAST GUARD BASE
 FW0772'IS NOW OCCUPIED BY THE NATIONAL PARK SERVICE.
 FW0772
 FW0772                          STATION RECOVERY (1981)
 FW0772
 FW0772'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 FW0772'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0773 ***********************************************************************
 FW0773  DESIGNATION -  ASSATEAGUE COAST GUARD LOT
 FW0773  PID         -  FW0773
 FW0773  STATE/COUNTY-  VA/ACCOMACK
 FW0773  USGS QUAD   -  
 FW0773
 FW0773                         *CURRENT SURVEY CONTROL
 FW0773  ___________________________________________________________________
 FW0773* NAD 83(1993)-  37 51 49.42206(N)    075 22 05.32300(W)     ADJUSTED  
 FW0773* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0773  ___________________________________________________________________
 FW0773  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FW0773  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FW0773
 FW0773  HORZ ORDER  -  THIRD
 FW0773
 FW0773.The horizontal coordinates were established by classical geodetic methods
 FW0773.and adjusted by the National Geodetic Survey in November 1994..
 FW0773
 FW0773.The orthometric height was scaled from a topographic map.
 FW0773
 FW0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0773
 FW0773.The geoid height was determined by GEOID03.
 FW0773
 FW0773;                    North         East     Units Scale Factor Converg.
 FW0773;SPC VA S     - 1,174,410.912 3,775,531.469   MT  0.99998283   +1 54 02.9
 FW0773;SPC VA S     - 3,853,046.47 12,386,889.49   sFT  0.99998283   +1 54 02.9
 FW0773;UTM  18      - 4,190,759.427   467,618.054   MT  0.99961291   -0 13 33.5
 FW0773
 FW0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0773!SPC VA S     -   1.00000578  x   0.99998283  =   0.99998861
 FW0773!UTM  18      -   1.00000578  x   0.99961291  =   0.99961869
 FW0773
 FW0773:                Primary Azimuth Mark                     Grid Az
 FW0773:SPC VA S     -  ASSATEAGUE LIGHTHOUSE 1909               009 32 42.5
 FW0773:UTM  18      -  ASSATEAGUE LIGHTHOUSE 1909               011 40 18.9
 FW0773
 FW0773|---------------------------------------------------------------------|
 FW0773| PID    Reference Object                     Distance      Geod. Az  |
 FW0773|                                                           dddmmss.s |
 FW0773| FW0755 ASSATEAGUE LIGHTHOUSE 1909          APPROX. 5.4 KM 0112645.4 |
 FW0773| DC7796 ASSATEAGUE COAST GD RM 2            107.607 METERS 09057     |
 FW0773| FW0784 WALLOPS BEACH COAST GUARD           APPROX. 6.5 KM 2755514.9 |
 FW0773| FW0785 WALLOPS BEACH COAST GUARD 2         APPROX. 6.6 KM 2762400.2 |
 FW0773| FW0816 GUNBOAT POINT LIGHT 2               APPROX. 5.6 KM 2925143.8 |
 FW0773| FW0815 GUNBOAT POINT LIGHT                 APPROX. 5.5 KM 2931146.2 |
 FW0773| FW0803 CHIN POINT LIGHT                    APPROX. 6.0 KM 3092703.9 |
 FW0773| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 7.7 KM 3535322.8 |
 FW0773|---------------------------------------------------------------------|
 FW0773
 FW0773                          SUPERSEDED SURVEY CONTROL
 FW0773
 FW0773  NAD 83(1993)-  37 51 49.41888(N)    075 22 05.32738(W) AD(       ) 3
 FW0773  NAD 83(1986)-  37 51 49.41793(N)    075 22 05.36049(W) AD(       ) 3
 FW0773  NAD 27      -  37 51 48.97366(N)    075 22 06.64341(W) AD(       ) 3
 FW0773
 FW0773.Superseded values are not recommended for survey control.
 FW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0773.See file dsdata.txt to determine how the superseded data were derived.
 FW0773
 FW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6761890759(NAD 83)
 FW0773_MARKER: 57 = LOOKOUT TOWER
 FW0773
 FW0773  HISTORY     - Date     Condition        Report By
 FW0773  HISTORY     - 1933     FIRST OBSERVED   CGS
 FW0773  HISTORY     - 1934     GOOD             CGS
 FW0773  HISTORY     - 1937     GOOD             CGS
 FW0773  HISTORY     - 1942     GOOD             CGS
 FW0773  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FW0773
 FW0773                          STATION DESCRIPTION
 FW0773
 FW0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0773'STATION IS CENTER LINE OF DETACHED LOOKOUT CUPOLA.  TWO
 FW0773'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 FW0773'IN THE TOP OF TILE.
 FW0773
 FW0773                          STATION RECOVERY (1934)
 FW0773
 FW0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0773'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  LOCATED
 FW0773'ON THE SOUTHERN END OF ASSATEAGUE ISLAND ON FISHING POINT
 FW0773'ABOUT MIDWAY BETWEEN CHINCOTEAGUE INLET ENTRANCE AND ASSATEAGUE
 FW0773'ANCHORAGE (KNOWN LOCALLY AS TOMS COVE).
 FW0773'
 FW0773'STATION IS THE CENTER OF THE DETACHED LOOKOUT TOWER AT ASSATEAGUE
 FW0773'COAST GUARD.  IT CONSISTS OF A SMALL WOODEN STRUCTURE, PAINTED
 FW0773'WHITE, AND MOUNTED ON A FOUR-LEGGED STEEL FRAME.  THE ROOF
 FW0773'OF THE TOWER IS RED AND RISES TO A POINT AT ITS CENTER.  THE
 FW0773'TOWER IS ABOUT 25 FEET HIGH AND SITUATED DIRECTLY IN FRONT
 FW0773'OF THE COAST GUARD BARRACKS BUILDING.
 FW0773'
 FW0773'TWO REFERENCE MARKS WERE SET BY THE PARTY OF 1933, BUT NO
 FW0773'DISTANCES OR DIRECTIONS TO THEM LISTED ON THE ORIGINAL DESCRIPTION.
 FW0773'THESE REFERENCE MARKS WERE RECOVERED.
 FW0773'
 FW0773'THE STATION WAS NOT OCCUPIED IN 1934.
 FW0773
 FW0773                          STATION RECOVERY (1937)
 FW0773
 FW0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW0773'ORIGINAL DESCRIPTION ADEQUATE.
 FW0773'
 FW0773'NO REFERENCE MARKS WERE SEARCHED FOR.
 FW0773
 FW0773                          STATION RECOVERY (1942)
 FW0773
 FW0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 FW0773'THE STATION IS LOCATED ON THE SOUTHERN END OF ASSATEAGUE
 FW0773'ISLAND ON FISHING POINT ABOUT MIDWAY BETWEEN CHINCOTEAGUE
 FW0773'INLET ENTRANCE AND TOMS COVE.
 FW0773'
 FW0773'STATION IS THE CENTER OF THE DETACHED LOOKOUT TOWER AT ASSATEAGUE
 FW0773'COAST GUARD.  IT CONSISTS OF A SMALL WOODEN STRUCTURE, PAINTED
 FW0773'WHITE, AND MOUNTED ON A FOUR-LEGGED STEEL FRAME.  THOUGH A
 FW0773'14-FOOT SECTION OF STRUCTURAL STEEL WAS ADDED TO THE BASE,
 FW0773'THE POSITION OF THE TOWER WAS NOT CHANGED EXCEPT IN A VERTICAL
 FW0773'DIRECTION.  THE TOWER IS 39 FEET HIGH AND DIRECTLY IN FRONT
 FW0773'OF THE COAST GUARD BARRACKS BUILDING.
 FW0773
 FW0773                          STATION RECOVERY (1958)
 FW0773
 FW0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0773'IT APPEARS THAT THE STATION HAS BEEN MOVED
 FW0773'
 FW0773'THE STATION SITS DIRECTLY IN FRONT OF THE COAST GUARD BARRACKS
 FW0773'BUILDING, IT NOW IS LOCATED TO THE SW OF THE COAST GUARD
 FW0773'BARRACKS BUILDING AND IS ABOUT 40 FT. HIGH.  ACCORDING TO
 FW0773'THE CHIEF PETTY OFFICER AT THE COAST GUARD STATION THE TOWER
 FW0773'HAS HAD A 15 FT. EXTENSION PUT ON IT SINCE 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0769 ***********************************************************************
 FW0769  DESIGNATION -  ASSATEAGUE ISLAND JETTY LIGHT
 FW0769  PID         -  FW0769
 FW0769  STATE/COUNTY-  VA/ACCOMACK
 FW0769  USGS QUAD   -  
 FW0769
 FW0769                         *CURRENT SURVEY CONTROL
 FW0769  ___________________________________________________________________
 FW0769* NAD 83(1993)-  37 51 45.68479(N)    075 21 51.94841(W)     ADJUSTED  
 FW0769* NAVD 88     -                                                        
 FW0769  ___________________________________________________________________
 FW0769  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FW0769  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FW0769
 FW0769  HORZ ORDER  -  THIRD
 FW0769
 FW0769.The horizontal coordinates were established by classical geodetic methods
 FW0769.and adjusted by the National Geodetic Survey in November 1994..
 FW0769
 FW0769
 FW0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0769
 FW0769.The geoid height was determined by GEOID03.
 FW0769
 FW0769;                    North         East     Units Scale Factor Converg.
 FW0769;SPC VA S     - 1,174,306.601 3,775,862.024   MT  0.99998268   +1 54 11.0
 FW0769;SPC VA S     - 3,852,704.24 12,387,973.99   sFT  0.99998268   +1 54 11.0
 FW0769;UTM  18      - 4,190,642.964   467,944.390   MT  0.99961266   -0 13 25.2
 FW0769
 FW0769                          SUPERSEDED SURVEY CONTROL
 FW0769
 FW0769  NAD 83(1993)-  37 51 45.68148(N)    075 21 51.95285(W) AD(       ) 4
 FW0769  NAD 83(1986)-  37 51 45.68059(N)    075 21 51.98600(W) AD(       ) 4
 FW0769  NAD 27      -  37 51 45.23478(N)    075 21 53.26902(W) AD(       ) 3
 FW0769
 FW0769.Superseded values are not recommended for survey control.
 FW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0769.See file dsdata.txt to determine how the superseded data were derived.
 FW0769
 FW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6794490643(NAD 83)
 FW0769_MARKER: 14 = NAVIGATION LIGHT
 FW0769
 FW0769  HISTORY     - Date     Condition        Report By
 FW0769  HISTORY     - 1962     FIRST OBSERVED   CGS
 FW0769
 FW0769                          STATION DESCRIPTION
 FW0769
 FW0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0769'THE STATION IS THE TOP AND CENTER OF THE RED-FLASHING-4 SECOND
 FW0769'JETTY LIGHT.  LOCATED ON ASSATEAGUE ISLAND, ABOUT 0.25 MILE
 FW0769'EAST OF THE ASSATEAGUE ISLAND COAST GUARD STATION BUILDINGS,
 FW0769'AND ABOUT 100 YARDS WEST OF THE EAST SHORE-LINE OF THE ISLAND.
 FW0769'IT IS A WOOD STRUCTURE WITH A RED-FLASHING LIGHT MOUNTED IN
 FW0769'ITS TOP AND CENTER.  THE LIGHT FLASHES EVERY 4-SECONDS.  THE
 FW0769'STRUCTURE IS APPROXIMATELY 12.0 FEET OVERALL HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0755 ***********************************************************************
 FW0755  DESIGNATION -  ASSATEAGUE LIGHTHOUSE 1909
 FW0755  PID         -  FW0755
 FW0755  STATE/COUNTY-  VA/ACCOMACK
 FW0755  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0755
 FW0755                         *CURRENT SURVEY CONTROL
 FW0755  ___________________________________________________________________
 FW0755* NAD 83(1993)-  37 54 40.24219(N)    075 21 21.66854(W)     ADJUSTED  
 FW0755* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 FW0755  ___________________________________________________________________
 FW0755  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FW0755  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0755
 FW0755  HORZ ORDER  -  THIRD
 FW0755
 FW0755.The horizontal coordinates were established by classical geodetic methods
 FW0755.and adjusted by the National Geodetic Survey in November 1994..
 FW0755
 FW0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0755
 FW0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0755
 FW0755.The geoid height was determined by GEOID03.
 FW0755
 FW0755;                    North         East     Units Scale Factor Converg.
 FW0755;SPC VA S     - 1,179,710.067 3,776,422.541   MT  0.99999034   +1 54 29.4
 FW0755;SPC VA S     - 3,870,432.11 12,389,812.95   sFT  0.99999034   +1 54 29.4
 FW0755;UTM  18      - 4,196,019.894   468,704.767   MT  0.99961206   -0 13 07.5
 FW0755
 FW0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0755!SPC VA S     -   1.00000483  x   0.99999034  =   0.99999517
 FW0755!UTM  18      -   1.00000483  x   0.99961206  =   0.99961689
 FW0755
 FW0755:                Primary Azimuth Mark                     Grid Az
 FW0755:SPC VA S     -  PETER RESET                              189 15 43.1
 FW0755:UTM  18      -  PETER RESET                              191 23 20.0
 FW0755
 FW0755|---------------------------------------------------------------------|
 FW0755| PID    Reference Object                     Distance      Geod. Az  |
 FW0755|                                                           dddmmss.s |
 FW0755| FW0168 PETER RESET                         APPROX. 5.5 KM 1911012.5 |
 FW0755|---------------------------------------------------------------------|
 FW0755
 FW0755                          SUPERSEDED SURVEY CONTROL
 FW0755
 FW0755  NAD 83(1993)-  37 54 40.23930(N)    075 21 21.67180(W) AD(       ) 3
 FW0755  NAD 83(1986)-  37 54 40.23765(N)    075 21 21.70521(W) AD(       ) 3
 FW0755  NAD 27      -  37 54 39.79741(N)    075 21 22.99137(W) AD(       ) 3
 FW0755  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 FW0755
 FW0755.Superseded values are not recommended for survey control.
 FW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0755.See file dsdata.txt to determine how the superseded data were derived.
 FW0755
 FW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6870596020(NAD 83)
 FW0755_MARKER: 13 = LIGHTHOUSE
 FW0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0755+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0755
 FW0755  HISTORY     - Date     Condition        Report By
 FW0755  HISTORY     - 1909     FIRST OBSERVED   CGS
 FW0755  HISTORY     - 1937     GOOD             CGS
 FW0755  HISTORY     - 1942     GOOD             CGS
 FW0755  HISTORY     - 1949     GOOD             CGS
 FW0755  HISTORY     - 1954     GOOD             USN
 FW0755  HISTORY     - 1958     GOOD             CGS
 FW0755  HISTORY     - 1959     GOOD             CGS
 FW0755  HISTORY     - 1961     GOOD             CGS
 FW0755  HISTORY     - 1962     GOOD             CGS
 FW0755  HISTORY     - 1967     GOOD             CGS
 FW0755  HISTORY     - 1975     GOOD             NGS
 FW0755  HISTORY     - 1980     GOOD             NOS
 FW0755  HISTORY     - 1981     GOOD             NOS
 FW0755  HISTORY     - 20031015 GOOD             USPSQD
 FW0755
 FW0755                          STATION DESCRIPTION
 FW0755
 FW0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW0755'NO ORIGINAL DESCRIPTION AVAILABLE FOR THIS STATION.
 FW0755'
 FW0755'THIS IS THE FINIAL AND BALL ON THE TOP OF THE 142-FOOT RED
 FW0755'TOWER, AND IS LOCATED ON ASSATEAGUE ISLAND, NEAR EAST SIDE
 FW0755'CHANNEL, WHICH DIVIDES ASSATEAGUE ISLAND AND PINEY ISLAND
 FW0755'AT THIS POINT.
 FW0755
 FW0755                          STATION RECOVERY (1942)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0755'THE STATION IS LOCATED ON ASSATEAGUE ISLAND, NEAR EAST SIDE
 FW0755'CHANNEL, WHICH SEPARATES ASSATEAGUE ISLAND AND PINEY ISLAND.
 FW0755'IT IS BEST REACHED BY BOAT FROM OLD DOMINION LODGE LANDING
 FW0755'ON CHINCOTEAGUE ISLAND, ABOUT 1.2 MILES UP ASSATEAGUE CHANNEL
 FW0755'TO THE LIGHTHOUSE LANDING AND THENCE ABOUT 1500 FEET E ALONG
 FW0755'THE ROAD TO THE LIGHTHOUSE.
 FW0755'
 FW0755'THE STATION IS THE FINIAL AND BALL ON TOP OF THE 142-FOOT RED
 FW0755'BRICK TOWER.  THE STATION IS IN GOOD CONDITION.
 FW0755
 FW0755                          STATION RECOVERY (1949)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0755'THE STATION IS LOCATED ABOUT 5 MILES FROM THE SOUTH END OF
 FW0755'ASSATEAGUE ISLAND.  IT IS A BRICK STRUCTURE PAINTED RED AND
 FW0755'ABOUT 160 FEET HIGH WITH THE LIGHTHOUSE AT THE TOP.
 FW0755'
 FW0755'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE LIGHTHOUSE.
 FW0755'
 FW0755'THIS STATION HAS NOT BEEN PREVIOUSLY DESCRIBED.
 FW0755
 FW0755                          STATION RECOVERY (1954)
 FW0755
 FW0755'RECOVERY NOTE BY US NAVY 1954
 FW0755'STATION RECOVERED AS DESCRIBED.
 FW0755
 FW0755                          STATION RECOVERY (1958)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0755'STATION RECOVERED AS DESCRIBED.
 FW0755
 FW0755                          STATION RECOVERY (1959)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0755'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW0755
 FW0755                          STATION RECOVERY (1961)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0755'STATION RECOVERED IN GOOD CONDITION.
 FW0755
 FW0755                          STATION RECOVERY (1962)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0755'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW0755
 FW0755                          STATION RECOVERY (1967)
 FW0755
 FW0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 FW0755'RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT CAN NOW BE REACHED
 FW0755'BY ROAD.
 FW0755
 FW0755                          STATION RECOVERY (1975)
 FW0755
 FW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0755'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FW0755'
 FW0755'TO REACH THIS INTERSECTION STATION FROM IN THE TOWN OF CHINCOTEAGUE,
 FW0755'AT THE INTERSECTIONS OF NORTH MAIN STREET AND MADDOX BLVD., AS PER
 FW0755'SIGN, ASSATEAGUE.  GO SOUTHEASTERLY FOLLOWING MADDOX BLVD., FOR 1.9
 FW0755'MILES TO A GUARD GATE.  CONTINUE ON SOUTHEASTERLY PASSING OVER A
 FW0755'BRIDGE AND FOLLOWING THE PAVED ROAD SOUTHEASTERLY AND SOUTHERLY
 FW0755'FOR 1.0 MILE TO THE ASSATEAGUE LIGHTHOUSE ON THE RIGHT.
 FW0755
 FW0755                          STATION RECOVERY (1980)
 FW0755
 FW0755'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW0755'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FW0755
 FW0755                          STATION RECOVERY (1981)
 FW0755
 FW0755'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 FW0755'THE STATION WAS RECOVERED AS DESCRIBED.
 FW0755
 FW0755                          STATION RECOVERY (2003)
 FW0755
 FW0755'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0755'LIGHTHOUSE PAINTED WITH RED AND WHITE HORIZONTAL BANDS IN 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0776 ***********************************************************************
 FW0776  DESIGNATION -  ASSAWOMAN 2 1902
 FW0776  PID         -  FW0776
 FW0776  STATE/COUNTY-  VA/ACCOMACK
 FW0776  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0776
 FW0776                         *CURRENT SURVEY CONTROL
 FW0776  ___________________________________________________________________
 FW0776* NAD 83(1993)-  37 49 42.67404(N)    075 29 26.14498(W)     ADJUSTED  
 FW0776* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0776  ___________________________________________________________________
 FW0776  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FW0776  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW0776
 FW0776  HORZ ORDER  -  THIRD
 FW0776
 FW0776.The horizontal coordinates were established by classical geodetic methods
 FW0776.and adjusted by the National Geodetic Survey in November 1994..
 FW0776
 FW0776.The orthometric height was scaled from a topographic map.
 FW0776
 FW0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0776
 FW0776.The geoid height was determined by GEOID03.
 FW0776
 FW0776;                    North         East     Units Scale Factor Converg.
 FW0776;SPC VA S     - 1,170,154.730 3,764,886.900   MT  0.99997771   +1 49 35.3
 FW0776;SPC VA S     - 3,839,082.64 12,351,966.44   sFT  0.99997771   +1 49 35.3
 FW0776;UTM  18      - 4,186,902.660   456,826.761   MT  0.99962296   -0 18 03.2
 FW0776
 FW0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0776!SPC VA S     -   1.00000563  x   0.99997771  =   0.99998334
 FW0776!UTM  18      -   1.00000563  x   0.99962296  =   0.99962859
 FW0776
 FW0776:                Primary Azimuth Mark                     Grid Az
 FW0776:SPC VA S     -  NORTHAM FARM HOUSE SOUTH CHIM            239 32 53.2
 FW0776:UTM  18      -  NORTHAM FARM HOUSE SOUTH CHIM            241 40 31.7
 FW0776
 FW0776|---------------------------------------------------------------------|
 FW0776| PID    Reference Object                     Distance      Geod. Az  |
 FW0776|                                                           dddmmss.s |
 FW0776| FW1078 NORTHAM FARM HOUSE SOUTH CHIM       APPROX. 5.4 KM 2412228.5 |
 FW0776| FW1079 OLD HSE SIX WINDOWS CEN CHIM        APPROX. 5.1 KM 2440012.4 |
 FW0776| FW1074 KEGOTANK BAY HOUSE EAST OF BAY      APPROX. 4.1 KM 2562312.1 |
 FW0776| FW1063 BLOXAIS HOUSE SOUTH CHIMNEY         APPROX. 3.5 KM 2675955.3 |
 FW0776|---------------------------------------------------------------------|
 FW0776
 FW0776                          SUPERSEDED SURVEY CONTROL
 FW0776
 FW0776  NAD 83(1993)-  37 49 42.67190(N)    075 29 26.15261(W) AD(       ) 3
 FW0776  NAD 83(1986)-  37 49 42.67134(N)    075 29 26.18141(W) AD(       ) 3
 FW0776  NAD 27      -  37 49 42.21900(N)    075 29 27.43800(W) AD(       ) 3
 FW0776
 FW0776.Superseded values are not recommended for survey control.
 FW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0776.See file dsdata.txt to determine how the superseded data were derived.
 FW0776
 FW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5682786903(NAD 83)
 FW0776_MARKER: N = NAIL
 FW0776_SETTING: 0 = UNSPECIFIED SETTING
 FW0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0776
 FW0776  HISTORY     - Date     Condition        Report By
 FW0776  HISTORY     - 1902     MONUMENTED       CGS
 FW0776  HISTORY     - 1909     SEE DESCRIPTION  CGS
 FW0776  HISTORY     - 1933     MARK NOT FOUND   CGS
 FW0776
 FW0776                          STATION DESCRIPTION
 FW0776
 FW0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (ATM)
 FW0776'STATION IS ON THE SOUTHERN EXTREMITY OF WALLOPS ISLAND.  THE
 FW0776'ORIGINAL STATION, ESTABLISHED IN 1849, WAS NOT RECOVERED, BUT
 FW0776'A POINT AS NEAR TO IT AS COULD BE DETERMINED WAS SELECTED IN MAY
 FW0776'1902 AND A SIGNAL ERECTED AND STATION MARKED.
 FW0776'
 FW0776'IT IS ON THE MOST SOUTHERLY OF THE NUMEROUS SAND HILLS OF
 FW0776'THE ISLAND AND IS NEAR THE ENTRANCE OF ASSAWAMAN INLET.  IT IS
 FW0776'MARKED AS FOLLOWS--A GLASS BOTTLE WAS SET IN CEMENT 3 FEET
 FW0776'BELOW THE SURFACE AT THE TOP OF THE SAND HILL, THEN 6 INCHES OF
 FW0776'SAND AND SHELLS AND THEN A LENGTH (2 FEET) OF 4-INCH DIAMETER
 FW0776'DRAIN TILE PIPE SET IN CEMENT OVER THE BOTTLE, THE TOP OF PIPE
 FW0776'PROJECTING SEVERAL INCHES ABOVE SURFACE.
 FW0776'
 FW0776'A WOODEN STUB WAS INSERTED IN THE INTERIOR OF THE PIPE AND
 FW0776'FIXED IN CEMENT AND A PROJECTING NAIL IN THE CENTER OF THIS STUB
 FW0776'IS THE SURFACE MARK.  A SIGNAL POLE OF 4- BY 4-INCH BY
 FW0776'16-FOOT PINE WITH SMALL HOLE BORED IN BOTTOM END TO RECEIVE
 FW0776'THE PROJECTING NAIL WAS PLUMBED AND BRACED.  TWO WHITE LOZENGES
 FW0776'AND A WHITE FLAG AND WHITE CLOTH WERE DRAPED AROUND THE CROTCH
 FW0776'TO MAKE IT VISIBLE TO NE IN MORNING OBSERVATIONS.
 FW0776'
 FW0776'THE TRIPOD SUPPORTING STUBS ARE REFERENCE MARKS, 2 FEET 4 INCHES
 FW0776'EACH FROM TRIANGULATION STATION AND 120 DEG APART.
 FW0776
 FW0776                          STATION RECOVERY (1909)
 FW0776
 FW0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW0776'STATION RECOVERED.  SURFACE MARK WAS REMOVED AND CEMENT RING ABOUT
 FW0776'15 INCHES IN DIAMETER, 4 INCHES THICK, WITH BIT OF TERRA COTTA
 FW0776'PIPE IN IT, WAS FOUND 3 FEET FROM STATION.  THE DESTRUCTION OF
 FW0776'THIS SURFACE MARK MUST HAVE BEEN BY PARTIES VISITING THE
 FW0776'POINT.  THE UNDERGROUND MARK WAS FOUND UNDISTURBED.  IT WILL GET
 FW0776'A NEW SURFACE MARK AND BE DESCRIBED IN NEW RECORDS OF 1909.
 FW0776
 FW0776                          STATION RECOVERY (1933)
 FW0776
 FW0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0776'NO TRACE OF STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0777 ***********************************************************************
 FW0777  DESIGNATION -  ASSAWOMAN 3 1933
 FW0777  PID         -  FW0777
 FW0777  STATE/COUNTY-  VA/ACCOMACK
 FW0777  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0777
 FW0777                         *CURRENT SURVEY CONTROL
 FW0777  ___________________________________________________________________
 FW0777* NAD 83(1993)-  37 49 48.44328(N)    075 29 25.30111(W)     ADJUSTED  
 FW0777* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW0777  ___________________________________________________________________
 FW0777  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FW0777  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW0777
 FW0777  HORZ ORDER  -  THIRD
 FW0777
 FW0777.The horizontal coordinates were established by classical geodetic methods
 FW0777.and adjusted by the National Geodetic Survey in November 1994..
 FW0777
 FW0777.The orthometric height was scaled from a topographic map.
 FW0777
 FW0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0777
 FW0777.The geoid height was determined by GEOID03.
 FW0777
 FW0777;                    North         East     Units Scale Factor Converg.
 FW0777;SPC VA S     - 1,170,333.168 3,764,901.856   MT  0.99997793   +1 49 35.8
 FW0777;SPC VA S     - 3,839,668.07 12,352,015.51   sFT  0.99997793   +1 49 35.8
 FW0777;UTM  18      - 4,187,080.356   456,848.323   MT  0.99962293   -0 18 02.7
 FW0777
 FW0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0777!SPC VA S     -   1.00000531  x   0.99997793  =   0.99998324
 FW0777!UTM  18      -   1.00000531  x   0.99962293  =   0.99962824
 FW0777
 FW0777                          SUPERSEDED SURVEY CONTROL
 FW0777
 FW0777  NAD 83(1993)-  37 49 48.44103(N)    075 29 25.30811(W) AD(       ) 3
 FW0777  NAD 83(1986)-  37 49 48.44058(N)    075 29 25.33763(W) AD(       ) 3
 FW0777  NAD 27      -  37 49 47.98900(N)    075 29 26.59500(W) AD(       ) 3
 FW0777
 FW0777.Superseded values are not recommended for survey control.
 FW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0777.See file dsdata.txt to determine how the superseded data were derived.
 FW0777
 FW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5684887080(NAD 83)
 FW0777_MARKER: DS = TRIANGULATION STATION DISK
 FW0777_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FW0777_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0777
 FW0777  HISTORY     - Date     Condition        Report By
 FW0777  HISTORY     - 1933     MONUMENTED       CGS
 FW0777  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW0777
 FW0777                          STATION DESCRIPTION
 FW0777
 FW0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0777'STATION IS ON THE SOUTHERN END OF WALLOP ISLAND, JUST N OF THE
 FW0777'OLD INLET AND IS NEAR THE LOCATION OF ASSAWOMAN 2 WHICH COULD NOT
 FW0777'BE FOUND.  NEAR THE SEVENTH TELEPHONE POLE FROM THE BREAK IN
 FW0777'THE TELEPHONE LINE S OF THE OLD INLET.
 FW0777'
 FW0777'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 FW0777'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW0777'CONCRETE IN THE TOP OF TILE.
 FW0777
 FW0777                          STATION RECOVERY (1934)
 FW0777
 FW0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0777'STATION LOST.  REFERENCE MARK NO. 2 FOUND IN PLACE.  THIS STATION
 FW0777'WAS PROBABLY WASHED OUT BY THE STORM OF AUGUST 1933 AS THE BEACH
 FW0777'HAS BEEN GREATLY ERODED AT THIS POINT.  A NEW STATION, ASSAWAMAN
 FW0777'4 WAS ESTABLISHED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0778 ***********************************************************************
 FW0778  DESIGNATION -  ASSAWOMAN 4
 FW0778  PID         -  FW0778
 FW0778  STATE/COUNTY-  VA/ACCOMACK
 FW0778  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0778
 FW0778                         *CURRENT SURVEY CONTROL
 FW0778  ___________________________________________________________________
 FW0778* NAD 83(1993)-  37 49 50.75561(N)    075 29 31.82890(W)     ADJUSTED  
 FW0778* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FW0778  ___________________________________________________________________
 FW0778  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FW0778  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FW0778
 FW0778  HORZ ORDER  -  THIRD
 FW0778
 FW0778.The horizontal coordinates were established by classical geodetic methods
 FW0778.and adjusted by the National Geodetic Survey in November 1994..
 FW0778
 FW0778.The orthometric height was scaled from a topographic map.
 FW0778
 FW0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0778
 FW0778.The geoid height was determined by GEOID03.
 FW0778
 FW0778;                    North         East     Units Scale Factor Converg.
 FW0778;SPC VA S     - 1,170,399.336 3,764,740.039   MT  0.99997802   +1 49 31.9
 FW0778;SPC VA S     - 3,839,885.15 12,351,484.61   sFT  0.99997802   +1 49 31.9
 FW0778;UTM  18      - 4,187,152.460   456,689.130   MT  0.99962310   -0 18 06.7
 FW0778
 FW0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0778!SPC VA S     -   1.00000516  x   0.99997802  =   0.99998318
 FW0778!UTM  18      -   1.00000516  x   0.99962310  =   0.99962825
 FW0778
 FW0778|---------------------------------------------------------------------|
 FW0778| PID    Reference Object                     Distance      Geod. Az  |
 FW0778|                                                           dddmmss.s |
 FW0778| DC7797 ASSAWOMAN 4 RM 1                     35.170 METERS 01609     |
 FW0778| DC7798 ASSAWOMAN 4 RM 2                     28.430 METERS 08110     |
 FW0778| FW1062 BARNES                              APPROX. 2.7 KM 2685433.0 |
 FW0778| FW1060 ASSAWOMAN CR SHACK E GAB CHIM       APPROX. 1.4 KM 2830524.2 |
 FW0778| FW0780 CAT CREEK TEMPORARY BANNER          APPROX. 1.4 KM 3541122.5 |
 FW0778|---------------------------------------------------------------------|
 FW0778
 FW0778                          SUPERSEDED SURVEY CONTROL
 FW0778
 FW0778  NAD 83(1993)-  37 49 50.75346(N)    075 29 31.83604(W) AD(       ) 3
 FW0778  NAD 83(1986)-  37 49 50.75293(N)    075 29 31.86541(W) AD(       ) 3
 FW0778  NAD 27      -  37 49 50.30000(N)    075 29 33.12300(W) AD(       ) 3
 FW0778
 FW0778.Superseded values are not recommended for survey control.
 FW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0778.See file dsdata.txt to determine how the superseded data were derived.
 FW0778
 FW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5668987152(NAD 83)
 FW0778_MARKER: DS = TRIANGULATION STATION DISK
 FW0778_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0778_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0778
 FW0778  HISTORY     - Date     Condition        Report By
 FW0778  HISTORY     - 1934     MONUMENTED       CGS
 FW0778  HISTORY     - 1934     GOOD             CGS
 FW0778  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW0778  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0778  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW0778
 FW0778                          STATION DESCRIPTION
 FW0778
 FW0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0778'ON THE SOUTHERN END OF WALLOPS ISLAND ABOUT 1/3 MILE N OF
 FW0778'ASSAWAMAN INLET, ON THE W SIDE OF THE ISLAND.  STATION IS SET
 FW0778'IN A FLAT SANDY AREA, COVERED WITH SHORT GRASS, NEAR A LONG NARROW
 FW0778'POOLE OF WATER EXTENDING IN AN E-W DIRECTION, WHICH IS THE FIRST
 FW0778'SUCH POOL ON THE W SIDE OF WALLOPS ISLAND, N OF ASSAWAMAN INLET.
 FW0778'IT IS 6.5 METERS S OF THE POOL.  22.4 METERS SE FROM THE W END
 FW0778'OF THE POOL.  15.0 METERS SW FROM THE E END OF THE POOL.  AND
 FW0778'ABOUT 40 METERS E OF THE HIGH-WATER LINE ALONG HOG CREEK.
 FW0778'
 FW0778'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 FW0778'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW0778'CONCRETE IN THE TOP OF TILE.
 FW0778'
 FW0778'REFERENCE MARK NO. 1 IS SET IN THE W SIDE OF A CLUMP OF BUSHES
 FW0778'SITUATED ACROSS THE POOL OF WATER FROM THE STATION.
 FW0778'
 FW0778'REFERENCE MARK NO. 2 IS JUST OFF THE E END OF THIS SAME CLUMP
 FW0778'OF BUSHES.
 FW0778
 FW0778                          STATION RECOVERY (1934)
 FW0778
 FW0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0778'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 FW0778'COMPLETE AND ADEQUATE.
 FW0778
 FW0778                          STATION RECOVERY (1942)
 FW0778
 FW0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0778'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW0778'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW0778'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW0778'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW0778'
 FW0778'(1) STATION IS LOCATED 3/5 MILE N OF ASSAWOMAN INLET, NOT 1/3 MILE.
 FW0778'
 FW0778'(2) STATION IS NEAR THE REMAINS OF A POOL OF WATER, NOT NEAR A
 FW0778'LONG NARROW POOL OF WATER.
 FW0778'
 FW0778'THIS STATION WAS THOROUGHLY SEARCHED FOR.  THE REFERENCE MARKS
 FW0778'WERE FOUND AND MEASUREMENTS FROM THE INTERSECTIONS OF THE MARKS
 FW0778'PLACED THE STATION UNDER A 6-FOOT SAND DUNE.  SEVERAL POST HOLES
 FW0778'WERE SUNK IN THE DUNE IN AN EFFORT TO LOCATE THE STATION, BUT THE
 FW0778'DUNE WAS HIGHER THAN THE LENGTH OF THE POST HOLE HANDLES.  THE
 FW0778'STATION IS PROBABLY STILL IN PLACE AND RECOVERABLE.
 FW0778'
 FW0778'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHERN END OF WALLOPS
 FW0778'ISLAND, ABOUT 3500 FEET N OF THE MEAN HIGH-WATER LINE ON ASSAWOMAN
 FW0778'INLET IN A SMALL DUNE FIELD NEAR A SHEEP CORRAL, AND 17 METERS NE
 FW0778'OF THE REMAINS OF A WATER HOLE IN VERY DENSE BRUSH.  THE MARK IS A
 FW0778'BRONZE DISK REFERENCE MARK, STAMPED NO. 1 1934, SET IN THE TOP OF
 FW0778'A 12-INCH TILE, WHICH EXTENDS 1 INCH ABOVE THE GROUND.  THE MARK
 FW0778'IS IN GOOD CONDITION.
 FW0778'
 FW0778'REFERENCE MARK NO. 2 IS LOCATED 33.80 METERS S OF REFERENCE
 FW0778'MARK NO. 1, 29.0 METERS SE OF THE REMAINS OF THE WATER HOLE,
 FW0778'68.2 METERS SE OF MEAN HIGH WATER ON HOG CREEK, 59.6 METERS SE OF
 FW0778'THE SE CORNER OF A CORRAL, AND 274 METERS NW OF MEAN HIGH WATER ON
 FW0778'THE ATLANTIC OCEAN.  THE MARK IS A BRONZE DISK REFERENCE MARK,
 FW0778'STAMPED 2 1934, SET IN THE TOP OF AN 8-INCH TILE, WHICH EXTENDS
 FW0778'3 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0778
 FW0778                          STATION RECOVERY (1961)
 FW0778
 FW0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0778'LOST.  THE STATION WAS REPORTED LOST IN 1942.  R.M.S 1 AND TWO
 FW0778'WERE SEARCHED FOR BUT COULD NOT BE FOUND.  THE REFERENECE POINTS
 FW0778'REFERRED TO IN THE RECOVERY NOTE OF 1942 NO LONGER EXIST.
 FW0778
 FW0778                          STATION RECOVERY (1962)
 FW0778
 FW0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0778'THIS STATION WAS SEARCHED FOR EXTENSIVELY WITHOUT SUCCESS.
 FW0778'THE MARK 6, 1962 STORM WORKED HAVOC IN THIS PARTICULAR AREA.
 FW0778'
 FW0778'I RECCOMEND THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9239 ***********************************************************************
 HV9239  DESIGNATION -  ASTRO EAST PIER
 HV9239  PID         -  HV9239
 HV9239  STATE/COUNTY-  VA/CAROLINE
 HV9239  USGS QUAD   -  
 HV9239
 HV9239                         *CURRENT SURVEY CONTROL
 HV9239  ___________________________________________________________________
 HV9239* NAD 83(1993)-  38 12 07.40410(N)    077 22 24.26127(W)     ADJUSTED  
 HV9239* NAVD 88     -        69.8    (meters)     229.     (feet)  VERT ANG  
 HV9239  ___________________________________________________________________
 HV9239  X           -   1,097,051.105 (meters)                     COMP
 HV9239  Y           -  -4,897,246.144 (meters)                     COMP
 HV9239  Z           -   3,923,116.101 (meters)                     COMP
 HV9239  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HV9239  ELLIP HEIGHT-          37.25  (meters)          (05/15/02) GPS OBS
 HV9239  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV9239
 HV9239  HORZ ORDER  -  B
 HV9239  ELLP ORDER  -  FIFTH     CLASS II
 HV9239
 HV9239.The horizontal coordinates were established by GPS observations
 HV9239.and adjusted by the National Geodetic Survey in October 1993..
 HV9239
 HV9239.The orthometric height was determined by vertical angle observations.
 HV9239
 HV9239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9239
 HV9239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9239
 HV9239.The ellipsoidal height was determined by GPS observations
 HV9239.and is referenced to NAD 83.
 HV9239
 HV9239.The geoid height was determined by GEOID03.
 HV9239
 HV9239;                    North         East     Units Scale Factor Converg.
 HV9239;SPC VA N     - 2,060,032.550 3,598,674.423   MT  0.99997451   +0 42 11.3
 HV9239;SPC VA N     - 6,758,623.46 11,806,651.00   sFT  0.99997451   +0 42 11.3
 HV9239;UTM  18      - 4,230,896.834   292,180.232   MT  1.00013193   -1 28 06.0
 HV9239
 HV9239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9239!SPC VA N     -   0.99999416  x   0.99997451  =   0.99996867
 HV9239!UTM  18      -   0.99999416  x   1.00013193  =   1.00012608
 HV9239
 HV9239                          SUPERSEDED SURVEY CONTROL
 HV9239
 HV9239  ELLIP H (10/21/93)   37.19   (m)                       GP(       ) 2 2
 HV9239  NAD 83(1993)-  38 12 07.40642(N)    077 22 24.27515(W) AD(       ) 1
 HV9239
 HV9239.Superseded values are not recommended for survey control.
 HV9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9239.See file dsdata.txt to determine how the superseded data were derived.
 HV9239
 HV9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9218030897(NAD 83)
 HV9239_MARKER: Z = SEE DESCRIPTION
 HV9239_SETTING: 0 = UNSPECIFIED SETTING
 HV9239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9239+STABILITY: SURFACE MOTION
 HV9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9239+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV9239
 HV9239  HISTORY     - Date     Condition        Report By
 HV9239  HISTORY     - UNK      MONUMENTED
 HV9239  HISTORY     - 19920311 GOOD             NGS
 HV9239  HISTORY     - 19921014 GOOD             NGS
 HV9239  HISTORY     - 19990210 GOOD             USPSQD
 HV9239  HISTORY     - 20001013 GOOD             NGS
 HV9239  HISTORY     - 20020116 GOOD             USPSQD
 HV9239
 HV9239                          STATION DESCRIPTION
 HV9239
 HV9239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HV9239'THE STATION IS LOCATED ON U. S. GOVERNMENT PROPERTY AT THE
 HV9239'FREDERICKSBURG GEOMAGNETIC CENTER IN CORBIN, CAROLINE COUNTY,
 HV9239'VIRGINIA, APPROXIMATELY 9 MI (14.5 KM) SOUTH-SOUTHEAST OF
 HV9239'FREDERICKSBURG AND 10 MI (16.1 KM) NORTH OF BOWLING GREEN.
 HV9239'TO INQUIRE ABOUT ACCESS TO THE STATION CALL THE CHIEF OF THE
 HV9239'INSTRUMENT AND DEVELOPMENT SECTION OF THE NATIONAL GEODETIC SURVEY AT
 HV9239'703-373-7605 OR 373-1243.
 HV9239'TO REACH THE STATION FROM THE JUNCTION OF US HWY 17 AND STATE HWY 2
 HV9239'SOUTH OF FREDERICKSBURG GO SOUTH ON STATE HWY 2 FOR 2.4 MI (3.9 KM)
 HV9239'TO THE JUNCTION OF STATE ROAD 610 AT CORBIN. GO EAST ON 610 FOR 0.4 MI
 HV9239'(0.6 KM) WHERE THE ROAD VEERS LEFT AND THE SIGN POINTS STRAIGHT AHEAD
 HV9239'FOR THE FREDERICKSBURG GEOMAGNETIC CENTER. FOLLOW THE SIGN EAST ON
 HV9239'BURMA ROAD FOR 0.4 MI (0.6 KM) TO THE OFFICE BUILDING ON THE LEFT.
 HV9239'REPORT TO THE OFFICE BEFORE PROCEEDING TO THE STATION. GO PAST THE
 HV9239'GARAGE AND BUILDING 11 ALONG A GRAVEL DRIVE TO THE ASTRO PIER ON THE
 HV9239'LEFT.
 HV9239'THE MARK IS A CROSS INSCRIBED ON A PLUG SET IN THE TOP FLANGE OF A 5
 HV9239'FOOT (1.5 M) HIGH ALUMINUM PIPE ABOUT 9 INCHES IN DIAMETER WHICH IS
 HV9239'BOLTED TO A CONCRETE FOOTING. A PERMANENT TRIBRACH IS ATTACHED AT A
 HV9239'HEIGHT OF O.1585 METERS ABOVE THE PLUG.
 HV9239'8.0 FT (2.4 M) EAST OF ASTRO WEST PIER
 HV9239'30 FT (9.1 M) NORTH OF C/L OF GRAVEL DRIVE
 HV9239'83 FT (25.3 M) NORTHEAST OF THE NORTHEAST CORNER OF BUILDING 11
 HV9239
 HV9239                          STATION RECOVERY (1992)
 HV9239
 HV9239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV9239'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING
 HV9239'GREEN, 14.5 KM (9.00 MI) SOUTH OF FREDERICKSBURG, AT THE
 HV9239'FREDERICKSBURG GEOMAGNETIC CENTER AT CORBIN.  OWNERSHIP--U.S.
 HV9239'GOVERNMENT, U.S. DEPARTMENT OF THE INTERIOR, CONTACT NATIONAL
 HV9239'GEODETIC SURVEY, INSTRUMENT AND EQUIPMENT SECTION, PHONE 703-373-7605
 HV9239'OR 373-1243.
 HV9239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S.
 HV9239'HIGHWAY 17 BYPASS AND STATE HIGHWAY 2 AT NEW POST, ABOUT 10.5 KM
 HV9239'(6.50 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTH ON STATE
 HV9239'HIGHWAY 2 FOR 3.9 KM (2.40 MI) TO THE JUNCTION OF STATE ROAD 610 AT
 HV9239'CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE ROAD 610 FOR
 HV9239'0.65 KM (0.40 MI) TO A POINT WHERE THE ROAD BEARS LEFT, BURMA ROAD
 HV9239'CONTINUES STRAIGHT AHEAD AND SIGN (FREDERICKSBURG GEOMAGNETIC CENTER)
 HV9239'.  CONTINUE EAST ON BURMA ROAD FOR 0.5 KM (0.30 MI) TO A CIRCLE
 HV9239'DRIVEWAY ON LEFT.  TURN LEFT, NORTH, THEN EAST ON THE DRIVEWAY FOR
 HV9239'0.16 KM (0.10 MI) TO THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE
 HV9239'BUILDING ON LEFT.  CONTINUE EAST FOR 0.08 KM (0.05 MI) TO A 5-BAY
 HV9239'GARAGE ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO THE
 HV9239'STATION ON LEFT.
 HV9239'THE MARK IS A CROSS INSCRIBED ON A PLUG SET IN THE TOP FLANGE OF A 1.5
 HV9239'M (4.9 FT) HIGH ALUMINUM PIPE ABOUT 9 INCHES IN DIAMETER WHICH IS
 HV9239'BOLTED TO A CONCRETE FOOTING.  A PERMANENT TRIBRACH IS ATTACHED AT A
 HV9239'HEIGHT OF 0.1585 M (0.5200 FT) ABOVE THE PLUG.  LOCATED 25.3 M
 HV9239'(83.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF BUILDING 11, 9.1 M
 HV9239'(29.9 FT) NORTH OF THE CENTER OF GRAVEL DRIVE AND 2.4 M (7.9 FT) EAST
 HV9239'OF STATION ASTRO WEST PIER.
 HV9239
 HV9239                          STATION RECOVERY (1999)
 HV9239
 HV9239'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV9239'RECOVERED IN GOOD CONDITION.
 HV9239
 HV9239                          STATION RECOVERY (2000)
 HV9239
 HV9239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WJR)
 HV9239'THE 1992 RECOVERY IS GOOD.  THE CONTACT IS NOW INSTRUMENT AND
 HV9239'METHODOLOGIES BRANCH TELEPHONE 540-373-7605.  BURMA ROAD IS NOW
 HV9239'OBSERVATORY ROAD.
 HV9239
 HV9239                          STATION RECOVERY (2002)
 HV9239
 HV9239'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV9239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3124 ***********************************************************************
 HV3124  FBN         -  This is a Federal Base Network Control Station.
 HV3124  DESIGNATION -  ASTRO WEST PIER
 HV3124  PID         -  HV3124
 HV3124  STATE/COUNTY-  VA/CAROLINE
 HV3124  USGS QUAD   -  
 HV3124
 HV3124                         *CURRENT SURVEY CONTROL
 HV3124  ___________________________________________________________________
 HV3124* NAD 83(1993)-  38 12 07.39674(N)    077 22 24.36060(W)     ADJUSTED  
 HV3124* NAVD 88     -        68.285  (meters)     224.03   (feet)  ADJUSTED  
 HV3124  ___________________________________________________________________
 HV3124  X           -   1,097,048.518 (meters)                     COMP
 HV3124  Y           -  -4,897,245.651 (meters)                     COMP
 HV3124  Z           -   3,923,114.988 (meters)                     COMP
 HV3124  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HV3124  ELLIP HEIGHT-          35.74  (meters)          (07/14/04) GPS OBS
 HV3124  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV3124  DYNAMIC HT  -          68.243 (meters)     223.89  (feet)  COMP
 HV3124  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV3124
 HV3124  HORZ ORDER  -  A
 HV3124  VERT ORDER  -  FIRST     CLASS I
 HV3124  ELLP ORDER  -  THIRD     CLASS II
 HV3124
 HV3124.The horizontal coordinates were established by GPS observations
 HV3124.and adjusted by the National Geodetic Survey in July 1992..
 HV3124
 HV3124.The orthometric height was determined by differential leveling
 HV3124.and adjusted by the National Geodetic Survey in June 1991..
 HV3124.WARNING-GPS observations at this control monument resulted in a GPS
 HV3124.derived orthometric height which differed from the leveled height by
 HV3124.more than one decimeter (0.1 meter).
 HV3124
 HV3124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV3124
 HV3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3124
 HV3124.The ellipsoidal height was determined by GPS observations
 HV3124.and is referenced to NAD 83.
 HV3124
 HV3124.The geoid height was determined by GEOID03.
 HV3124
 HV3124.The dynamic height is computed by dividing the NAVD 88
 HV3124.geopotential number by the normal gravity value computed on the
 HV3124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3124.degrees latitude (g = 980.6199 gals.).
 HV3124
 HV3124.The modeled gravity was interpolated from observed gravity values.
 HV3124
 HV3124;                    North         East     Units Scale Factor Converg.
 HV3124;SPC VA N     - 2,060,032.294 3,598,672.009   MT  0.99997451   +0 42 11.2
 HV3124;SPC VA N     - 6,758,622.62 11,806,643.08   sFT  0.99997451   +0 42 11.2
 HV3124;UTM  18      - 4,230,896.669   292,177.810   MT  1.00013195   -1 28 06.0
 HV3124
 HV3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3124!SPC VA N     -   0.99999439  x   0.99997451  =   0.99996890
 HV3124!UTM  18      -   0.99999439  x   1.00013195  =   1.00012634
 HV3124
 HV3124:                Primary Azimuth Mark                     Grid Az
 HV3124:SPC VA N     -  TWIN OAK                                 093 57 29.1
 HV3124:UTM  18      -  TWIN OAK                                 096 07 46.3
 HV3124
 HV3124|---------------------------------------------------------------------|
 HV3124| PID    Reference Object                     Distance      Geod. Az  |
 HV3124|                                                           dddmmss.s |
 HV3124| HV3122 TWIN OAK                            APPROX. 0.5 KM 0943940.3 |
 HV3124| HV7843 OBSERVATORY                          52.264 METERS 11040     |
 HV3124|---------------------------------------------------------------------|
 HV3124
 HV3124                          SUPERSEDED SURVEY CONTROL
 HV3124
 HV3124  ELLIP H (08/14/01)   35.74   (m)                       GP(       ) 4 1
 HV3124  ELLIP H (06/29/94)   35.81   (m)                       GP(       ) 4 1
 HV3124  ELLIP H (04/04/94)   35.81   (m)                       GP(       ) 3 1
 HV3124  ELLIP H (07/31/92)   35.81   (m)                       GP(       ) 1 1
 HV3124  NAD 83(1993)-  38 12 07.39861(N)    077 22 24.37457(W) AD(       ) 1
 HV3124  ELLIP H (01/27/92)   35.78   (m)                       GP(       ) 4 1
 HV3124  NAD 83(1986)-  38 12 07.39768(N)    077 22 24.37500(W) AD(       ) 1
 HV3124  NAD 27      -  38 12 06.92910(N)    077 22 25.43654(W) AD(       ) 1
 HV3124  NAVD 88 (07/29/04)   68.28   (m)          224.0    (f) LEVELING    3  
 HV3124  NAVD 88 (07/24/97)   68.28   (m)          224.0    (f) LEVELING    3  
 HV3124  NAVD 88 (01/29/96)   68.38   (m)          224.3    (f) LEVELING    3  
 HV3124  NAVD 88 (11/28/94)   68.29   (m)          224.0    (f) LEVELING    3  
 HV3124  NAVD 88 (12/31/92)   68.29   (m)          224.0    (f) LEVELING    3  
 HV3124  NAVD 88 (09/21/92)   68.28   (m)          224.0    (f) LEVELING    3  
 HV3124  NGVD 29 (??/??/??)   68.533  (m)          224.85   (f) ADJUSTED    1 1
 HV3124
 HV3124.Superseded values are not recommended for survey control.
 HV3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3124.See file dsdata.txt to determine how the superseded data were derived.
 HV3124
 HV3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9217830897(NAD 83)
 HV3124_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 HV3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3124_STAMPING: ASTRO WEST PIER
 HV3124_MARK LOGO: NGS   
 HV3124_PROJECTION: PROJECTING 5 CENTIMETERS
 HV3124_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV3124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3124+STABILITY: POSITION/ELEVATION WELL
 HV3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3124+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HV3124
 HV3124  HISTORY     - Date     Condition        Report By
 HV3124  HISTORY     - 1975     MONUMENTED       NGS
 HV3124  HISTORY     - 1975     GOOD             NGS
 HV3124  HISTORY     - 1975     GOOD             NGS
 HV3124  HISTORY     - 19831003 GOOD             NGS
 HV3124  HISTORY     - 1986     GOOD             NGS
 HV3124  HISTORY     - 1987     GOOD             NGS
 HV3124  HISTORY     - 19900510 GOOD             NGS
 HV3124  HISTORY     - 19910116 GOOD             VADHT
 HV3124  HISTORY     - 19920311 GOOD             NGS
 HV3124  HISTORY     - 19920424 GOOD             NGS
 HV3124  HISTORY     - 19920424 GOOD             NGS
 HV3124  HISTORY     - 19921014 GOOD             NGS
 HV3124  HISTORY     - 19930629 GOOD             NGS
 HV3124  HISTORY     - 19931004 GOOD             NGS
 HV3124  HISTORY     - 19940811 GOOD             NGS
 HV3124  HISTORY     - 19990210 GOOD             USPSQD
 HV3124  HISTORY     - 20000804 GOOD             GEOMET
 HV3124  HISTORY     - 20001001 GOOD             NGS
 HV3124  HISTORY     - 20001013 GOOD             NGS
 HV3124  HISTORY     - 20020116 GOOD             USPSQD
 HV3124  HISTORY     - 20020715 GOOD             GEOMET
 HV3124  HISTORY     - 20040115 GOOD             GEOMET
 HV3124  HISTORY     - 20040407 GOOD             GEOMET
 HV3124  HISTORY     - 20050315 GOOD             GEOMET
 HV3124
 HV3124                          STATION DESCRIPTION
 HV3124
 HV3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (GBL)
 HV3124'THE STATION IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV3124'GREEN, 9 MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV3124'OF CORBIN.  THE STATION IS ON UNITED STATES GOVERNMENT PROPERTY AT
 HV3124'THE SITE OF THE U.S. DEPARTMENT OF THE INTERIORS FREDERICKSBURG
 HV3124'GEOMAGNETIC CENTER.
 HV3124'
 HV3124'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CORBIN, GO
 HV3124'SOUTHEAST AND EAST ON VIRGINIA STATE HIGHWAY 610 FOR 0.4 MILE
 HV3124'TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A MACADAM ROAD (BURMA
 HV3124'ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON BURMA ROAD FOR 0.3 MILE
 HV3124'TO A CIRCLE DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH AND
 HV3124'EAST ON THE DRIVEWAY FOR 0.1 MILE TO THE FREDERICKSBURG
 HV3124'GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.  CONTINUE
 HV3124'EAST FOR 0.05 MILE TO A 5-BAY GARAGE ON THE LEFT.  CONTINUE
 HV3124'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HV3124'
 HV3124'THE STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A
 HV3124'2-INCH BRONZE DISK, SET IN A BLOCK OF CONCRETE.  THERE IS AN 8-INCH
 HV3124'ALUMINUM PIPE BOLTED TO THE BLOCK OF CONCRETE.  THE PIPE PROJECTS
 HV3124'5 FEET AND THE MARK IS PLUMB WITH THE TOP CENTER OF THE PIPE.
 HV3124'THERE IS A 2-INCH FLANGE AROUND THE TOP OF THE PIPE, MAKING THE
 HV3124'TOTAL DIAMETER 12 INCHES.  ALL OBSERVATIONS FROM THIS STATION
 HV3124'HAVE BEEN MADE WITH A TRIBRACH CENTERED ON THE TOP OF THIS PIPE.
 HV3124'
 HV3124'THE MARK IS 74.9 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 HV3124'WOOD FRAME BUILDING, 78.1 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HV3124'BUILDING AND 33 FEET NORTH OF THE CENTER OF A ROCK ROAD.
 HV3124'
 HV3124'FIRST ORDER DIFFERENTIAL LEVELS WERE RUN FROM TWIN OAK 1949 TO THE
 HV3124'TOP OF THE 8-INCH ALUMINUM PIPE.  THE TOP OF THE PIPE HAS BEEN USED
 HV3124'AS THE STATION AND ALL HEIGHTS OF INSTRUMENTS HAVE BEEN MEASURED
 HV3124'FROM THE TOP OF THIS PIPE.
 HV3124'
 HV3124'THIS STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 HV3124'51003.
 HV3124'
 HV3124'NEAREST TOWN--CORBIN.
 HV3124
 HV3124                          STATION RECOVERY (1975)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HV3124'1.5 MI E FROM CORBIN.
 HV3124'1.5 MILES EAST ALONG BURMA ROAD (GRAVEL) FROM THE POST OFFICE
 HV3124'AT CORBIN, ON THE PROPERTY OF THE U.S. DEPARTMENT OF INTERIOR,
 HV3124'ABOUT 0.1 MILE EAST OF THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE
 HV3124'BUILDING, 171.47 FEET NORTHWEST OF TRIANGULATION STATION OBSERVATORY
 HV3124'1966, 78.1 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL FRAME
 HV3124'BUILDING, 74.9 FEET EAST OF THE NORTHEWEST CORNER OF THE BUILDING,
 HV3124'33 FEET NORTH OF THE CENTER LINE OF A ROCK ROAD AND MARKED BY A 8
 HV3124'INCH ALUMINUM PIPE BOLTED TO THE CONCRETE WHICH PROJECTS 5 FEET.
 HV3124
 HV3124                          STATION RECOVERY (1975)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HV3124'0.40 MILE EAST ALONG STATE HIGHWAY 610 FROM THE POST OFFICE AT CORBIN,
 HV3124'THENCE 0.40 MILE EAST ALONG BURMA ROAD, LOCATED ON THE GROUNDS OF THE
 HV3124'DEPARTMENT OF INTERIOR FREDERICKSBURG GEOMAGNETIC CENTER, ABOUT 0.05
 HV3124'MILE EAST OF A 5-BAY GARAGE, 78.1 FEET EAST OF THE SOUTHEAST CORNER OF
 HV3124'THE COSMIC RAY BUILDING, 74.9 FEET EAST OF THE NORTHEAST CORNER OF
 HV3124'THE BUILDING, 33 FEET NORTH OF THE CENTER OF A ROCK ROAD, ABOUT LEVEL
 HV3124'WITH THE ROAD AND IN THE TOP OF A CONCRETE BLOCK WHICH PROJECTS 2
 HV3124'INCHES.
 HV3124
 HV3124                          STATION RECOVERY (1983)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (1986)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (GRH)
 HV3124'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1984.
 HV3124' 
 HV3124'LOCATED AT CORBIN, AT THE FREDERICKSBURG GEOMAGNETIC CENTER, ADJACENT
 HV3124'TO THE FIVE-DOOR GARAGE WHICH IS ON THE EAST SIDE OF THE MAIN BUILDING
 HV3124'AND OFFICE.
 HV3124' 
 HV3124'TO REACH FROM THE JUNCTION OF US HIGHWAYS 17 AND 17 BUSINESS AND STATE
 HV3124'HIGHWAY 2 AT NEW POST, GO SOUTHEAST ON HIGHWAY 2 FOR 4.08 KM (2.5 MI)
 HV3124'TO A PAVED ROAD LEFT JUST PAST THE CORBIN POST OFFICE.  BEAR LEFT,
 HV3124'SOUTHEAST, ON SECONDARY ROAD 610 FOR 0.69 KM (0.4 MI) TO A FORK.  KEEP
 HV3124'RIGHT, STRAIGHT AHEAD, EAST, ON PAVED ROAD FOR 0.71 KM (0.45 MI) TO A
 HV3124'PAVED LANE LEFT LEADING TO THE FIVE-DOOR GARAGE.  TURN SHARP LEFT,
 HV3124'NORTHWEST FOR 0.08 KM (0.05 MI) TO THE GARAGE AND A LANE ON THE RIGHT.
 HV3124'TURN RIGHT, EAST, ON LANE FOR FO METERS TO THE STATION ON THE LEFT AT
 HV3124'A 1.5 METER HIGH, 20-CM ALUMINUM PIPE.  A 1.5 METER STAND IS SET OVER
 HV3124'THE STATION.
 HV3124
 HV3124                          STATION RECOVERY (1987)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 HV3124'THE STATION WAS RECOVERED AT THIS DATE.
 HV3124'AS PREVIOUSLY DESCRIBED IN 1987.
 HV3124'
 HV3124'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH
 HV3124'CAROLINA, 1987.
 HV3124'
 HV3124'DESCRIBED BY P.E. BLANCHARD.
 HV3124
 HV3124                          STATION RECOVERY (1990)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (1991)
 HV3124
 HV3124'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (1992)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV3124'THE STATION IS LOCATED ON U. S. GOVERNMENT PROPERTY AT THE
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER IN CORBIN, CAROLINE COUNTY,
 HV3124'VIRGINIA, APPROXIMATELY 9 MI (14.5 KM) SOUTH-SOUTHEAST OF
 HV3124'FREDERICKSBURG AND 10 MI (16.1 KM) NORTH OF BOWLING GREEN.
 HV3124'TO INQUIRE ABOUT ACCESS TO THE STATION CALL THE CHIEF OF THE
 HV3124'INSTRUMENT AND DEVELOPMENT SECTION OF THE NATIONAL GEODETIC SURVEY AT
 HV3124'703-373-7605 OR 373-1243.
 HV3124'TO REACH THE STATION FROM THE JUNCTION OF US HWY 17 AND STATE HWY 2
 HV3124'SOUTH OF FREDERICKSBURG GO SOUTH ON STATE HWY 2 FOR 2.4 MI (3.9 KM)
 HV3124'TO THE JUNCTION OF STATE ROAD 610 AT CORBIN. GO EAST ON 610 FOR 0.4 MI
 HV3124'(0.6 KM) WHERE THE ROAD VEERS LEFT AND THE SIGN POINTS STRAIGHT AHEAD
 HV3124'FOR THE FREDERICKSBURG GEOMAGNETIC CENTER. FOLLOW THE SIGN EAST ON
 HV3124'BURMA ROAD FOR 0.4 MI (0.6 KM) TO THE OFFICE BUILDING ON THE LEFT.
 HV3124'REPORT TO THE OFFICE BEFORE PROCEEDING TO THE STATION. GO PAST THE
 HV3124'GARAGE AND BUILDING 11 ALONG A GRAVEL DRIVE TO THE ASTRO PIER ON THE
 HV3124'LEFT.
 HV3124'A PERMANENT 4-FOOT STAND IS SET OVER THE MARK. THE MARK IS A 1-1/2
 HV3124'INCH BRASS DISK WITH A DOT PUNCHMARK SET IN A 17 INCH SQUARE CONCRETE
 HV3124'FOOTING.
 HV3124'8.0 FT (2.4 M) WEST OF ASTRO EAST PIER
 HV3124'32.0 FT (9.8 M) NORTH OF C/L OF GRAVEL DRIVE
 HV3124'74.9 FT (22.8 M) NORTHEAST OF THE NORTHEAST CORNER OF BUILDING 11
 HV3124
 HV3124                          STATION RECOVERY (1992)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV3124'THE STATION IS LOCATED ABOUT 16 KM (9.94 MI) NORTH OF BOWLING GREEN,
 HV3124'14.5 KM (9.01 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.0 KM
 HV3124'(0.62 MI) EAST OF CORBIN.  OWNERSHIP--U.S. GOVERNMENT, U.S.
 HV3124'DEPARTMENT OF THE INTERIOR, FREDERICKSBURG GEOMAGNETIC CENTER.
 HV3124'CONTACT NATIONAL GEODETIC SURVEY, INSTRUMENT AND EQUIPMENT BRANCH
 HV3124'TELEPHONE NUMBER 703-373-7605.
 HV3124'TO REACH THE STATION FROM THE POST OFFICE IN CORBIN, GO SOUTHEAST AND
 HV3124'EAST ON STATE HIGHWAY 610 FOR 0.65 KM (0.40 MI) TO WHERE THE HIGHWAY
 HV3124'BEARS LEFT AND BURMA ROAD CONTINUES STRAIGHT.  CONTINUE EAST ON BURMA
 HV3124'ROAD FOR 0.5 KM (0.31 MI) TO A CIRCLE DRIVEWAY ON THE LEFT.  TURN
 HV3124'LEFT, NORTH THEN EAST, ON THE DRIVEWAY FOR 0.16 KM (0.10 MI) TO THE
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV3124'CONTINUE EAST FOR 0.08 KM (0.05 MI) TO A 5-BAY GARAGE ON THE LEFT.
 HV3124'CONTINUE STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 HV3124'LEFT.
 HV3124'THE STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A
 HV3124'2-INCH BRONZE DISK, SET IN A BLOCK OF CONCRETE.  LOCATED 22.8 M
 HV3124'(74.80 FT) EAST FROM THE NORTHEAST CORNER OF A SMALL WOOD FRAME
 HV3124'BUILDING, 23.8 M (78.08 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 HV3124'BUILDING AND 10.06 M (33.01 FT) NORTH FROM THE CENTER OF A ROCK ROAD.
 HV3124
 HV3124                          STATION RECOVERY (1992)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV3124'THE STATION IS LOCATED ABOUT 16 KM (9.94 MI) NORTH OF BOWLING GREEN,
 HV3124'14.5 KM (9.01 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.0 KM
 HV3124'(0.62 MI) EAST OF CORBIN.  OWNERSHIP--U.S. GOVERNMENT, U.S.
 HV3124'DEPARTMENT OF THE INTERIOR, FREDERICKSBURG GEOMAGNETIC CENTER.
 HV3124'CONTACT NATIONAL GEODETIC SURVEY, INSTRUMENT AND EQUIPMENT BRANCH
 HV3124'TELEPHONE NUMBER 703-373-7605.
 HV3124'TO REACH THE STATION FROM THE POST OFFICE IN CORBIN, GO SOUTHEAST AND
 HV3124'EAST ON STATE HIGHWAY 610 FOR 0.65 KM (0.40 MI) TO WHERE THE HIGHWAY
 HV3124'BEARS LEFT AND BURMA ROAD CONTINUES STRAIGHT.  CONTINUE EAST ON BURMA
 HV3124'ROAD FOR 0.5 KM (0.31 MI) TO A CIRCLE DRIVEWAY ON THE LEFT.  TURN
 HV3124'LEFT, NORTH THEN EAST, ON THE DRIVEWAY FOR 0.16 KM (0.10 MI) TO THE
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV3124'CONTINUE EAST FOR 0.08 KM (0.05 MI) TO A 5-BAY GARAGE ON THE LEFT.
 HV3124'CONTINUE STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 HV3124'LEFT.
 HV3124'THE STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A
 HV3124'2-INCH BRONZE DISK, SET IN A BLOCK OF CONCRETE.  LOCATED 22.8 M
 HV3124'(74.80 FT) EAST FROM THE NORTHEAST CORNER OF A SMALL WOOD FRAME
 HV3124'BUILDING, 23.8 M (78.08 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 HV3124'BUILDING AND 10.06 M (33.01 FT) NORTH FROM THE CENTER OF A ROCK ROAD.
 HV3124
 HV3124                          STATION RECOVERY (1992)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV3124'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING
 HV3124'GREEN, 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG, AT THE
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER AT CORBIN.  OWNERSHIP--U.S.
 HV3124'GOVERNMENT, U.S. DEPARTMENT OF THE INTERIOR, CONTACT NATIONAL
 HV3124'GEODETIC SURVEY, INSTRUMENT AND EQUIPMENT SECTION, PHONE 703-373-7605
 HV3124'OR 373-1243.
 HV3124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S.
 HV3124'HIGHWAY 17 BYPASS AND STATE HIGHWAY 2 AT NEW POST, ABOUT 10.5 KM
 HV3124'(6.50 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTH ON STATE
 HV3124'HIGHWAY 2 FOR 3.9 KM (2.40 MI) TO THE JUNCTION OF STATE ROAD 610 AT
 HV3124'CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE ROAD 610 FOR
 HV3124'0.65 KM (0.40 MI) TO WHERE THE ROAD BEARS LEFT, BURMA ROAD CONTINUES
 HV3124'STRAIGHT AND SIGN (FREDERICKSBURG GEOMAGNETIC CENTER).  CONTINUE EAST
 HV3124'ON BURMA ROAD FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE LEFT.
 HV3124'TURN LEFT, NORTH THEN EAST, ON THE DRIVEWAY FOR 0.16 KM (0.10 MI) TO
 HV3124'THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV3124'CONTINUE EAST FOR 0.08 KM (0.05 MI) TO A 5-BAY GARAGE ON THE LEFT.
 HV3124'CONTINUE STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 HV3124'LEFT.
 HV3124'THE STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A
 HV3124'2-INCH BRONZE DISK, SET IN A BLOCK OF CONCRETE.  THE MARK IS 22.8 M
 HV3124'(74.8 FT) EAST FROM THE NORTHEAST CORNER OF A SMALL WOOD FRAME
 HV3124'BUILDING, 23.8 M (78.1 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 HV3124'BUILDING AND 10.06 M (33.01 FT) NORTH FROM THE CENTER OF A GRAVEL
 HV3124'DRIVE.
 HV3124
 HV3124                          STATION RECOVERY (1993)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HV3124'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING
 HV3124'GREEN, 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG, AT THE
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER AT CORBIN.  OWNERSHIP--U.S.
 HV3124'GOVERNMENT, U.S. DEPARTMENT OF THE INTERIOR, CONTACT NATIONAL
 HV3124'GEODETIC SURVEY, INSTRUMENT AND EQUIPMENT SECTION, PHONE 703-373-7605
 HV3124'OR 373-1243.
 HV3124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17, U.S.
 HV3124'HIGHWAY 17 BYPASS AND STATE HIGHWAY 2 AT NEW POST, ABOUT 10.5 KM
 HV3124'(6.50 MI) SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTH ON STATE
 HV3124'HIGHWAY 2 FOR 3.9 KM (2.40 MI) TO THE JUNCTION OF STATE ROAD 610 AT
 HV3124'CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE ROAD 610 FOR
 HV3124'0.65 KM (0.40 MI) TO WHERE THE ROAD BEARS LEFT, BURMA ROAD CONTINUES
 HV3124'STRAIGHT AND SIGN (FREDERICKSBURG GEOMAGNETIC CENTER).  CONTINUE EAST
 HV3124'ON BURMA ROAD FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE LEFT.
 HV3124'TURN LEFT, NORTH THEN EAST, ON THE DRIVEWAY FOR 0.16 KM (0.10 MI) TO
 HV3124'THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV3124'CONTINUE EAST FOR 0.08 KM (0.05 MI) TO A 5-BAY GARAGE ON THE LEFT.
 HV3124'CONTINUE STRAIGHT AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 HV3124'LEFT.
 HV3124'THE STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A
 HV3124'2-INCH BRONZE DISK, SET IN A BLOCK OF CONCRETE.  THE MARK IS 22.8 M
 HV3124'(74.8 FT) EAST FROM THE NORTHEAST CORNER OF A SMALL WOOD FRAME
 HV3124'BUILDING, 23.8 M (78.1 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 HV3124'BUILDING AND 10.06 M (33.01 FT) NORTH FROM THE CENTER OF A GRAVEL
 HV3124'DRIVE.
 HV3124
 HV3124                          STATION RECOVERY (1993)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (LBG)
 HV3124'THE STATION IS LOCATED ABOUT 16 KM (9.94 MI) NORTH OF BOWLING GREEN,
 HV3124'14,5 KM SOUTH-SOUTHEAST OF FREDRICKSBURG AND 1.0 KM (0.62 MI) EAST OF
 HV3124'CORBIN. OWNERSHIP--U.S. GOVERNMENT, U.S. DEPARTMENT OF INTERIOR,
 HV3124'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTACT NATIONAL GEODETIC SURVEY,
 HV3124'INSTRUMNET AND EQUIPMENT BRANCH, TELEPHONE - 703-373-7605.
 HV3124' 
 HV3124'TO REACH FROM THE POST OFFICE IN CORBIN, GO SOUTHEAST AND EAST ON
 HV3124'STATE HIGHWAY 610 FOR 0.65 KM (0.40 MI) TO Y-INTERSECTION OF HIGHWAY
 HV3124'610 AND BURMA ROAD.  CONTINUE AHEAD, EAST, ON BURMA ROAD FOR 0.5 KM
 HV3124'(0.31 MI) TO A CIRCLE DRIVEWAY LEFT.  TURN LEFT, NORTH THEN EAST, ON
 HV3124'THE DRIVEWAY FOR 0.15 KM (0.09 MI) TO THE FREDERICKSBURG GEOMAGNETIC
 HV3124'CENTER OFFICE BUILDING ON THE LEFT.  CONTINUE EAST FOR 0.08 KM (0.05
 HV3124'MI) TO A 5-BAY GARAGE ON THE LEFT.  CONTINUE AHEAD, EAST, FOR 0.08 KM
 HV3124'(0.05 MI) TO THE STATION ON THE LEFT.
 HV3124' 
 HV3124'STATION MARK IS A 2 MILLIMETER PUNCH HOLE IN THE CENTER OF A 2-INCH
 HV3124'BRONZE DISK, SET IN A BLOCK OF CONCRETE.  IT IS 22.8 M (74.80 FT) EAST
 HV3124'OF THE NORTHEAST CORNER OF A SMALL WOOD FRAME BUILDING, 23.8 M (78.08
 HV3124'FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 10.1 M (33.14
 HV3124'FT) NORTH OF THE ROCK ROAD CENTER.
 HV3124
 HV3124                          STATION RECOVERY (1994)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 HV3124'RECOVERED AS DESCRIBED.
 HV3124
 HV3124                          STATION RECOVERY (1999)
 HV3124
 HV3124'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (2000)
 HV3124
 HV3124'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (2000)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DMM)
 HV3124'RECOVERED AS DESCRIBED.
 HV3124
 HV3124                          STATION RECOVERY (2000)
 HV3124
 HV3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WJR)
 HV3124'THE 1993 RECOVERY IS GOOD.  THE CONTACT IS NOW INSTRUMENT AND
 HV3124'METHODOLOGIES BRANCH TELEPHONE 540-373-7605.  BURMA ROAD IS NOW
 HV3124'OBSERVATORY ROAD.
 HV3124
 HV3124                          STATION RECOVERY (2002)
 HV3124
 HV3124'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3124'RECOVERED IN GOOD CONDITION.
 HV3124
 HV3124                          STATION RECOVERY (2002)
 HV3124
 HV3124'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 HV3124'RECOVERED AS DESCRIBED.
 HV3124
 HV3124                          STATION RECOVERY (2004)
 HV3124
 HV3124'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (KRO)
 HV3124'RECOVERED AS DESCRIBED.
 HV3124
 HV3124                          STATION RECOVERY (2004)
 HV3124
 HV3124'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (CCG)
 HV3124'THE LATEST DESCRIPTION IS ACCURATE EXCEPT FOR THE STAMPING AND MARK
 HV3124'LOGO. THERE IS NO STAMPING AND THERE IS NO LOGO ON THE MARK OR DISK.
 HV3124
 HV3124                          STATION RECOVERY (2005)
 HV3124
 HV3124'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 HV3124'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0778 ***********************************************************************
 FZ0778  DESIGNATION -  ATKINS
 FZ0778  PID         -  FZ0778
 FZ0778  STATE/COUNTY-  VA/SMYTH
 FZ0778  USGS QUAD   -  ATKINS (1991)
 FZ0778
 FZ0778                         *CURRENT SURVEY CONTROL
 FZ0778  ___________________________________________________________________
 FZ0778* NAD 83(1993)-  36 52 27.89473(N)    081 27 12.21800(W)     ADJUSTED  
 FZ0778* NAVD 88     -       823.598  (meters)    2702.09   (feet)  ADJUSTED  
 FZ0778  ___________________________________________________________________
 FZ0778  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FZ0778  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FZ0778  DYNAMIC HT  -         822.837 (meters)    2699.59  (feet)  COMP
 FZ0778  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FZ0778
 FZ0778  HORZ ORDER  -  SECOND
 FZ0778  VERT ORDER  -  FIRST     CLASS II
 FZ0778
 FZ0778.The horizontal coordinates were established by classical geodetic methods
 FZ0778.and adjusted by the National Geodetic Survey in September 1995..
 FZ0778
 FZ0778.The orthometric height was determined by differential leveling
 FZ0778.and adjusted by the National Geodetic Survey in June 1991..
 FZ0778
 FZ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0778
 FZ0778.The geoid height was determined by GEOID03.
 FZ0778
 FZ0778.The dynamic height is computed by dividing the NAVD 88
 FZ0778.geopotential number by the normal gravity value computed on the
 FZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0778.degrees latitude (g = 980.6199 gals.).
 FZ0778
 FZ0778.The modeled gravity was interpolated from observed gravity values.
 FZ0778
 FZ0778;                    North         East     Units Scale Factor Converg.
 FZ0778;SPC VA S     - 1,064,164.739 3,236,729.398   MT  0.99998219   -1 47 33.0
 FZ0778;SPC VA S     - 3,491,347.15 10,619,169.70   sFT  0.99998219   -1 47 33.0
 FZ0778;UTM  17      - 4,081,036.926   459,592.427   MT  0.99962011   -0 16 19.4
 FZ0778
 FZ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0778!SPC VA S     -   0.99987560  x   0.99998219  =   0.99985780
 FZ0778!UTM  17      -   0.99987560  x   0.99962011  =   0.99949576
 FZ0778
 FZ0778|---------------------------------------------------------------------|
 FZ0778| PID    Reference Object                     Distance      Geod. Az  |
 FZ0778|                                                           dddmmss.s |
 FZ0778| FZ0779 ATKINS RM 1                          33.975 METERS 02332     |
 FZ0778| FZ0775 ATKINS AZ MK                                       1433026.5 |
 FZ0778| FZ2152 QUEBEC LOOKOUT TOWER                APPROX.12.5 KM 2094517.1 |
 FZ0778| FZ2150 MARION SW STATE HOSP STACK          APPROX. 7.0 KM 2273353.2 |
 FZ0778| FZ2149 MARION RADIO STATION WMEV MAST      APPROX. 5.0 KM 2461145.2 |
 FZ0778| FZ0777 ATKINS RM 2                          33.103 METERS 30039     |
 FZ0778|---------------------------------------------------------------------|
 FZ0778
 FZ0778                          SUPERSEDED SURVEY CONTROL
 FZ0778
 FZ0778  NAD 83(1986)-  36 52 27.90403(N)    081 27 12.21946(W) AD(       ) 2
 FZ0778  NAD 27      -  36 52 27.48829(N)    081 27 12.80939(W) AD(       ) 2
 FZ0778  NGVD 29 (??/??/92)  823.679  (m)         2702.35   (f) ADJ UNCH    1 2
 FZ0778
 FZ0778.Superseded values are not recommended for survey control.
 FZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0778.See file dsdata.txt to determine how the superseded data were derived.
 FZ0778
 FZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5959281037(NAD 83)
 FZ0778_MARKER: DS = TRIANGULATION STATION DISK
 FZ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0778_STAMPING: ATKINS 1958
 FZ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0778+STABILITY: SURFACE MOTION
 FZ0778
 FZ0778  HISTORY     - Date     Condition        Report By
 FZ0778  HISTORY     - 1958     MONUMENTED       CGS
 FZ0778  HISTORY     - 1959     GOOD             NGS
 FZ0778
 FZ0778                          STATION DESCRIPTION
 FZ0778
 FZ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ0778'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF MARION,
 FZ0778'1.5 MILE NORTHWEST OF ATKINS AND ONE MILE SOUTH OF THE NORFOLK
 FZ0778'AND WESTERN RAILROAD, ON A PROMINENT, PARTLY WOODED HILL
 FZ0778'IN PASTURE LAND OWNED BY MRS. GEORGE ATKINS.
 FZ0778'
 FZ0778'TO REACH FROM THE SCHOOL HOUSE AT ATKINS--GO WESTERLY ON
 FZ0778'U.S. HIGHWAY 11 FOR 1.3 MILE.  THENCE RIGHT AND GO SOUTH
 FZ0778'ON COUNTY ROAD 622 FOR 0.45 MILE.  THENCE LEFT AND GO SOUTHWEST
 FZ0778'ON COUNTY ROAD 617 FOR 0.5 MILE, PASS THROUGH TWO BOARD
 FZ0778'GATES AT RANCH HOUSE AND CONTINUE ON NARROW ROAD FOR 0.3
 FZ0778'MILE TO FORK.  TAKE RIGHT FORK AND GO ABOUT 0.3 MILE.  HERE
 FZ0778'BEAR RIGHT AND PICK WAY UP HILL TO SOUTH TO HIGHEST POINT
 FZ0778'OF HILL AND STATION.
 FZ0778'
 FZ0778'THE STATION MARK, STAMPED ATKINS 1958, IS SET LEVEL WITH
 FZ0778'THE GROUND AT ABOUT THE HIGHEST POINT OF THE HILL AT THE EAST
 FZ0778'END OF THE RIDGE, 90 FEET WEST SOUTHWEST OF A TREE WITH TWO
 FZ0778'TRIANGLE BLAZES, 84 FEET SOUTH OF A FENCE, 45 FEET SOUTH OF
 FZ0778'A LONE TREE WITH TRIANGLE BLAZE AND 27 FEET WEST SOUTHWEST
 FZ0778'OF A SMALL PINE TREE.
 FZ0778'
 FZ0778'REFERENCE MARK NO. 1, STAMPED ATKINS NO 1 1958, PROJECTS 6
 FZ0778'INCHES ABOVE THE GROUND.  IT IS IN A FENCE LINE ON THE NORTH
 FZ0778'SLOPE OF THE HILL, 4 FEET EAST OF A C AND GS WITNESS SIGN AND
 FZ0778'ABOUT 10 FEET BELOW THE LEVEL OF THE STATION.
 FZ0778'
 FZ0778'REFERENCE MARK NO. 2, STAMPED ATKINS NO 2 1958, PROJECTS 8
 FZ0778'INCHES ABOVE THE GROUND.  IT IS 42.5 FEET NORTH OF A TREE
 FZ0778'WITH TWO TRIANGLE BLAZES, 9 FEET NORTHEAST OF A TREE WITH
 FZ0778'TRIANGLE BLAZE, 1 FOOT SOUTH OF A FENCE AND ABOUT 6 FEET LOWER
 FZ0778'THAN THE STATION.
 FZ0778'
 FZ0778'THE AZIMUTH MARK, STAMPED ATKINS 1958, PROJECTS 7 INCHES ABOVE
 FZ0778'THE GROUND.  IT IS 35 FEET NORTHEAST OF THE CENTERLINE OF A
 FZ0778'RAILROAD CROSSING, 28.7 FEET NORTH OF THE NORTH RAIL OF THE
 FZ0778'NORFOLK AND WESTERN RAILROAD, 16 FEET EAST OF THE CENTERLINE OF
 FZ0778'A PRIVATE ROAD AND 11 FEET SOUTH OF A C AND GS WITNESS SIGN
 FZ0778'IN A FENCE LINE.
 FZ0778'
 FZ0778'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 FZ0778'11 AND COUNTY ROAD 622, MENTIONED ABOVE--GO WEST ON U.S. 11
 FZ0778'FOR 0.05 MILE THENCE RIGHT ACROSS THE RAILROAD TO THE MARK
 FZ0778'ON RIGHT.
 FZ0778'
 FZ0778'HEIGHT OF LIGHT ABOVE STATION MARK 28.54 METERS.
 FZ0778
 FZ0778                          STATION RECOVERY (1959)
 FZ0778
 FZ0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ0778'6.6 MI NE FROM MARION.
 FZ0778'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0778'OFFICE AT MARION, THENCE 0.45 MILE NORTH ALONG ROAD NO. 622 LEADING
 FZ0778'TO NEBO, THENCE 0.5 MILE NORTHWEST ALONG A NARROW GRAVEL ROAD
 FZ0778'(NO. 617) TO A BOARD GATE ACROSS ROAD, THENCE 0.1 MILE NORTHWEST
 FZ0778'ALONG SAME ROAD TO ANOTHER BOARD GATE, THENCE 0.2 MILE NORTHWEST
 FZ0778'ALONG THE SAME ROAD TO A DIM FORK NORTHWEST, THENCE 0.2 MILE
 FZ0778'NORTHWEST ALONG DIM TRAIL, THENCE ABOUT 0.2 MILE NORTH AND
 FZ0778'UPHILL TO TOP OF HILL, ON THE HIGHEST POINT OF HILL, 83 FEET
 FZ0778'SOUTH OF A EAST-WEST WIRE FENCE, 111.9 FEET SOUTH-SOUTHWEST OF R M
 FZ0778'1, 108.6 FEET EAST-SOUTHEAST OF R M 2, AND SET IN TOP OF A
 FZ0778'CONCRETE POST FLUSH WITH THE GROUND.  ALSO ABOUT 1.2 MILES
 FZ0778'NORTHWEST OF BENCH MARK E 375.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0775 ***********************************************************************
 FZ0775  DESIGNATION -  ATKINS AZ MK
 FZ0775  PID         -  FZ0775
 FZ0775  STATE/COUNTY-  VA/SMYTH
 FZ0775  USGS QUAD   -  ATKINS (1991)
 FZ0775
 FZ0775                         *CURRENT SURVEY CONTROL
 FZ0775  ___________________________________________________________________
 FZ0775* NAD 83(1986)-  36 51 49.     (N)    081 26 37.     (W)     SCALED    
 FZ0775* NAVD 88     -       693.160  (meters)    2274.14   (feet)  ADJUSTED  
 FZ0775  ___________________________________________________________________
 FZ0775  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0775  DYNAMIC HT  -         692.513 (meters)    2272.02  (feet)  COMP
 FZ0775  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 FZ0775
 FZ0775  VERT ORDER  -  FIRST     CLASS II
 FZ0775
 FZ0775.The horizontal coordinates were scaled from a topographic map and have
 FZ0775.an estimated accuracy of +/- 6 seconds.
 FZ0775
 FZ0775.The orthometric height was determined by differential leveling
 FZ0775.and adjusted by the National Geodetic Survey in June 1991..
 FZ0775.WARNING-Repeat measurements at this control monument indicate possible
 FZ0775.vertical movement.
 FZ0775
 FZ0775.The geoid height was determined by GEOID03.
 FZ0775
 FZ0775.The dynamic height is computed by dividing the NAVD 88
 FZ0775.geopotential number by the normal gravity value computed on the
 FZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0775.degrees latitude (g = 980.6199 gals.).
 FZ0775
 FZ0775.The modeled gravity was interpolated from observed gravity values.
 FZ0775
 FZ0775;                    North         East    Units  Estimated Accuracy
 FZ0775;SPC VA S     - 1,062,940.    3,237,560.      MT  (+/- 180 meters Scaled)
 FZ0775
 FZ0775                          SUPERSEDED SURVEY CONTROL
 FZ0775
 FZ0775  NGVD 29 (??/??/92)  693.247  (m)         2274.43   (f) ADJ UNCH    1 2
 FZ0775
 FZ0775.Superseded values are not recommended for survey control.
 FZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0775.See file dsdata.txt to determine how the superseded data were derived.
 FZ0775
 FZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA604798(NAD 83)
 FZ0775_MARKER: DZ = AZIMUTH MARK DISK
 FZ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0775_STAMPING: ATKINS 1958
 FZ0775_MARK LOGO: CGS   
 FZ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0775+STABILITY: SURFACE MOTION
 FZ0775
 FZ0775  HISTORY     - Date     Condition        Report By
 FZ0775  HISTORY     - 1958     MONUMENTED       CGS
 FZ0775  HISTORY     - 1959     GOOD             NGS
 FZ0775  HISTORY     - 1984     GOOD             NGS
 FZ0775
 FZ0775                          STATION DESCRIPTION
 FZ0775
 FZ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0775'4.8 MI NE FROM MARION.
 FZ0775'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0775'OFFICE AT MARION, THENCE ABOUT 87 YARDS NORTH ALONG A PRIVATE
 FZ0775'ROAD ACROSS THE NORFOLK AND WESTERN RAILWAY TRACK, 29 FEET NORTH
 FZ0775'OF THE NORTH RAIL, 15 1/2 FEET EAST OF THE CENTER LINE OF FIELD
 FZ0775'ROAD LEADING NORTH, 10 1/2 FEET SOUTH SOUTHWEST OF A TELEPHONE
 FZ0775'POLE, 8 1/2 FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE, 0.05 MILE
 FZ0775'WEST OF THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY AND
 FZ0775'ROAD NO. 622 LEADING NORTH TO NEBO, 54 YARDS NORTH OF AND
 FZ0775'ACROSS THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 11 FEET
 FZ0775'SOUTH OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 FZ0775'POST PROJECTING 3 INCHES.
 FZ0775
 FZ0775                          STATION RECOVERY (1984)
 FZ0775
 FZ0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0779 ***********************************************************************
 FZ0779  DESIGNATION -  ATKINS RM 1
 FZ0779  PID         -  FZ0779
 FZ0779  STATE/COUNTY-  VA/SMYTH
 FZ0779  USGS QUAD   -  ATKINS (1991)
 FZ0779
 FZ0779                         *CURRENT SURVEY CONTROL
 FZ0779  ___________________________________________________________________
 FZ0779* NAD 83(1986)-  36 52 27.     (N)    081 27 11.     (W)     SCALED    
 FZ0779* NAVD 88     -       819.455  (meters)    2688.50   (feet)  ADJUSTED  
 FZ0779  ___________________________________________________________________
 FZ0779  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FZ0779  DYNAMIC HT  -         818.697 (meters)    2686.01  (feet)  COMP
 FZ0779  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FZ0779
 FZ0779  VERT ORDER  -  FIRST     CLASS II
 FZ0779
 FZ0779.The horizontal coordinates were scaled from a topographic map and have
 FZ0779.an estimated accuracy of +/- 6 seconds.
 FZ0779
 FZ0779.The orthometric height was determined by differential leveling
 FZ0779.and adjusted by the National Geodetic Survey in June 1991..
 FZ0779
 FZ0779.The geoid height was determined by GEOID03.
 FZ0779
 FZ0779.The dynamic height is computed by dividing the NAVD 88
 FZ0779.geopotential number by the normal gravity value computed on the
 FZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0779.degrees latitude (g = 980.6199 gals.).
 FZ0779
 FZ0779.The modeled gravity was interpolated from observed gravity values.
 FZ0779
 FZ0779;                    North         East    Units  Estimated Accuracy
 FZ0779;SPC VA S     - 1,064,140.    3,236,760.      MT  (+/- 180 meters Scaled)
 FZ0779
 FZ0779                          SUPERSEDED SURVEY CONTROL
 FZ0779
 FZ0779  NGVD 29 (??/??/92)  819.536  (m)         2688.76   (f) ADJ UNCH    1 2
 FZ0779
 FZ0779.Superseded values are not recommended for survey control.
 FZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0779.See file dsdata.txt to determine how the superseded data were derived.
 FZ0779
 FZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA596810(NAD 83)
 FZ0779_MARKER: DR = REFERENCE MARK DISK
 FZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0779_STAMPING: ATKINS NO 1 1958
 FZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0779+STABILITY: SURFACE MOTION
 FZ0779
 FZ0779  HISTORY     - Date     Condition        Report By
 FZ0779  HISTORY     - 1958     MONUMENTED       CGS
 FZ0779  HISTORY     - 1959     GOOD             NGS
 FZ0779
 FZ0779                          STATION DESCRIPTION
 FZ0779
 FZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0779'6.6 MI NE FROM MARION.
 FZ0779'111.9 FEET NORTH-NORTHEAST OF ATKINS DESCRIBED AND THE HIGHEST
 FZ0779'POINT OF HILL, 146 FEET EAST OF R M 2, 1/2 FOOT SOUTH OF A WIRE
 FZ0779'FENCE, 4 FEET EAST OF A STEEL WITNESS POST, AND SET IN TOP
 FZ0779'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0777 ***********************************************************************
 FZ0777  DESIGNATION -  ATKINS RM 2
 FZ0777  PID         -  FZ0777
 FZ0777  STATE/COUNTY-  VA/SMYTH
 FZ0777  USGS QUAD   -  ATKINS (1991)
 FZ0777
 FZ0777                         *CURRENT SURVEY CONTROL
 FZ0777  ___________________________________________________________________
 FZ0777* NAD 83(1986)-  36 52 27.     (N)    081 27 11.     (W)     SCALED    
 FZ0777* NAVD 88     -       821.770  (meters)    2696.09   (feet)  ADJUSTED  
 FZ0777  ___________________________________________________________________
 FZ0777  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FZ0777  DYNAMIC HT  -         821.011 (meters)    2693.60  (feet)  COMP
 FZ0777  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 FZ0777
 FZ0777  VERT ORDER  -  FIRST     CLASS II
 FZ0777
 FZ0777.The horizontal coordinates were scaled from a topographic map and have
 FZ0777.an estimated accuracy of +/- 6 seconds.
 FZ0777
 FZ0777.The orthometric height was determined by differential leveling
 FZ0777.and adjusted by the National Geodetic Survey in June 1991..
 FZ0777
 FZ0777.The geoid height was determined by GEOID03.
 FZ0777
 FZ0777.The dynamic height is computed by dividing the NAVD 88
 FZ0777.geopotential number by the normal gravity value computed on the
 FZ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0777.degrees latitude (g = 980.6199 gals.).
 FZ0777
 FZ0777.The modeled gravity was interpolated from observed gravity values.
 FZ0777
 FZ0777;                    North         East    Units  Estimated Accuracy
 FZ0777;SPC VA S     - 1,064,140.    3,236,760.      MT  (+/- 180 meters Scaled)
 FZ0777
 FZ0777                          SUPERSEDED SURVEY CONTROL
 FZ0777
 FZ0777  NGVD 29 (??/??/92)  821.851  (m)         2696.36   (f) ADJ UNCH    1 2
 FZ0777
 FZ0777.Superseded values are not recommended for survey control.
 FZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0777.See file dsdata.txt to determine how the superseded data were derived.
 FZ0777
 FZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA596810(NAD 83)
 FZ0777_MARKER: DR = REFERENCE MARK DISK
 FZ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0777_STAMPING: ATKINS NO 2 1958
 FZ0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0777+STABILITY: SURFACE MOTION
 FZ0777
 FZ0777  HISTORY     - Date     Condition        Report By
 FZ0777  HISTORY     - 1958     MONUMENTED       CGS
 FZ0777  HISTORY     - 1959     GOOD             NGS
 FZ0777
 FZ0777                          STATION DESCRIPTION
 FZ0777
 FZ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0777'6.6 MI NE FROM MARION.
 FZ0777'108.6 FEET WEST-NORTHWEST OF ATKINS DESCRIBED AND THE HIGHEST
 FZ0777'POINT OF HILL, 146 FEET WEST OF R M 1, 1 1/2 FEET SOUTH OF
 FZ0777'A WIRE FENCE, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FZ0777'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3175 ***********************************************************************
 FX3175  DESIGNATION -  ATLANTIC
 FX3175  PID         -  FX3175
 FX3175  STATE/COUNTY-  VA/C OF NORFOLK
 FX3175  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3175
 FX3175                         *CURRENT SURVEY CONTROL
 FX3175  ___________________________________________________________________
 FX3175* NAD 83(1993)-  36 55 08.78142(N)    076 18 27.17312(W)     ADJUSTED  
 FX3175* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3175  ___________________________________________________________________
 FX3175  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 FX3175  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX3175
 FX3175  HORZ ORDER  -  SECOND
 FX3175
 FX3175.The horizontal coordinates were established by classical geodetic methods
 FX3175.and adjusted by the National Geodetic Survey in September 1995..
 FX3175
 FX3175.The orthometric height was scaled from a topographic map.
 FX3175
 FX3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3175
 FX3175.The geoid height was determined by GEOID03.
 FX3175
 FX3175;                    North         East     Units Scale Factor Converg.
 FX3175;SPC VA S     - 1,067,274.095 3,695,338.071   MT  0.99997583   +1 19 50.4
 FX3175;SPC VA S     - 3,501,548.43 12,123,788.32   sFT  0.99997583   +1 19 50.4
 FX3175;UTM  18      - 4,086,696.949   383,533.542   MT  0.99976710   -0 47 07.9
 FX3175
 FX3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3175!SPC VA S     -   1.00000521  x   0.99997583  =   0.99998104
 FX3175!UTM  18      -   1.00000521  x   0.99976710  =   0.99977231
 FX3175
 FX3175|---------------------------------------------------------------------|
 FX3175| PID    Reference Object                     Distance      Geod. Az  |
 FX3175|                                                           dddmmss.s |
 FX3175| FX3240 NORFOLK ATL FLEET SCH RADAR TR      202.299 METERS 07334     |
 FX3175| DC8039 ATLANTIC RM 1                        10.510 METERS 08236     |
 FX3175| FX3260 RADIO TOWER WLOW                    APPROX. 5.9 KM 2221522.0 |
 FX3175| FX3212 GRAIN RESET                         APPROX. 2.2 KM 3113758.7 |
 FX3175| FX3244 NORFOLK NAV BASE BLDG143 SW TK      APPROX. 3.6 KM 3304031.7 |
 FX3175| FX3243 NORFOLK NAV BASE BLDG143 NW TK      APPROX. 3.6 KM 3322936.2 |
 FX3175| FX3242 NORFOLK NAV BASE BLDG 143 TK        APPROX. 3.5 KM 3335922.0 |
 FX3175| FX3237 NAVAL OPERATING BASE TANK           APPROX. 4.1 KM 3373243.2 |
 FX3175| FX3312 NORFOLK NAVAL OP BASE TK P 17       APPROX. 2.9 KM 3561113.2 |
 FX3175|---------------------------------------------------------------------|
 FX3175
 FX3175                          SUPERSEDED SURVEY CONTROL
 FX3175
 FX3175  NAD 83(1986)-  36 55 08.78723(N)    076 18 27.20894(W) AD(       ) 2
 FX3175  NAD 27      -  36 55 08.25200(N)    076 18 28.41600(W) AD(       ) 2
 FX3175
 FX3175.Superseded values are not recommended for survey control.
 FX3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3175.See file dsdata.txt to determine how the superseded data were derived.
 FX3175
 FX3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8353486697(NAD 83)
 FX3175_MARKER: DS = TRIANGULATION STATION DISK
 FX3175_SETTING: 0 = UNSPECIFIED SETTING
 FX3175
 FX3175  HISTORY     - Date     Condition        Report By
 FX3175  HISTORY     - 1943     MONUMENTED       CGS
 FX3175  HISTORY     - 1947     GOOD             CGS
 FX3175  HISTORY     - 1950     GOOD             CGS
 FX3175  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3175
 FX3175                          STATION DESCRIPTION
 FX3175
 FX3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3175'STATION IS LOCATED ON THE NW CORNER ATOP THE FIRE CONTROL
 FX3175'SCHOOL OF THE FLEET TRAINING CENTER.  THE SCHOOL IS 0.2 MILE
 FX3175'E OF THE OVERHEAD ON HAMPTON BOULEVARD AND DUE E OF PIER 2,
 FX3175'SEWELLS POINT.  THE MARK IS 0.915 METER FROM THE N EDGE OF THE
 FX3175'ROOF AND 0.865 METER FROM THE W EDGE.  IT IS A BRONZE DISK
 FX3175'SET IN CONCRETE BUT MACADAM MAY COVER IT.
 FX3175'
 FX3175'REFERENCE MARK 1 IS A BRONZE DISK SET IN CONCRETE BUT MACADAM
 FX3175'MAY COVER IT.  IT IS ON THE NE CORNER OF THE FIRE CONTROL
 FX3175'SCHOOL, FLEET TRAINING CENTER, 0.958 METER FROM THE N EDGE
 FX3175'OF THE ROOF AND 0.87 METER FROM THE E EDGE.
 FX3175
 FX3175                          STATION RECOVERY (1947)
 FX3175
 FX3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLA)
 FX3175'STATION WAS FOUND AS DESCRIBED.
 FX3175
 FX3175                          STATION RECOVERY (1950)
 FX3175
 FX3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EOH)
 FX3175'RECOVERED AS DESCRIBED.
 FX3175
 FX3175                          STATION RECOVERY (1960)
 FX3175
 FX3175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3175'STATION WAS NOT RECOVERED, DUE TO THE ROOF BEING COVERED
 FX3175'WITH MACADAM.  THIS STATION CAN BE RECOVERED IF NEEDED.  ON
 FX3175'THE ROOF OF BUILDING NO. 25, ONE OF THE LOWEST BUILDINGS
 FX3175'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2326 ***********************************************************************
 GW2326  DESIGNATION -  ATT TOWER 7 MI NE FARMVILLE
 GW2326  PID         -  GW2326
 GW2326  STATE/COUNTY-  VA/CUMBERLAND
 GW2326  USGS QUAD   -  HILLCREST (1987)
 GW2326
 GW2326                         *CURRENT SURVEY CONTROL
 GW2326  ___________________________________________________________________
 GW2326* NAD 83(1993)-  37 23 58.00438(N)    078 19 51.26969(W)     ADJUSTED  
 GW2326* NAVD 88     -                                                        
 GW2326  ___________________________________________________________________
 GW2326  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GW2326  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 GW2326
 GW2326  HORZ ORDER  -  THIRD
 GW2326
 GW2326.The horizontal coordinates were established by classical geodetic methods
 GW2326.and adjusted by the National Geodetic Survey in September 1995..
 GW2326
 GW2326
 GW2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2326
 GW2326.The geoid height was determined by GEOID03.
 GW2326
 GW2326;                    North         East     Units Scale Factor Converg.
 GW2326;SPC VA S     - 1,118,325.106 3,514,971.217   MT  0.99994556   +0 06 09.5
 GW2326;SPC VA S     - 3,669,038.29 11,532,034.73   sFT  0.99994556   +0 06 09.5
 GW2326;UTM  17      - 4,142,529.409   736,259.831   MT  1.00028763   +1 37 18.7
 GW2326
 GW2326                          SUPERSEDED SURVEY CONTROL
 GW2326
 GW2326  NAD 83(1993)-  37 23 58.00430(N)    078 19 51.26853(W) AD(       ) 4
 GW2326  NAD 83(1986)-  37 23 58.01346(N)    078 19 51.28568(W) AD(       ) 4
 GW2326  NAD 27      -  37 23 57.46547(N)    078 19 52.30533(W) AD(       ) 3
 GW2326
 GW2326.Superseded values are not recommended for survey control.
 GW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2326.See file dsdata.txt to determine how the superseded data were derived.
 GW2326
 GW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3626042529(NAD 83)
 GW2326_MARKER: 55 = TOWER
 GW2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2326+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 GW2326
 GW2326  HISTORY     - Date     Condition        Report By
 GW2326  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2326  HISTORY     - 19970301 GOOD             USPSQD
 GW2326  HISTORY     - 20011003 GOOD             USPSQD
 GW2326
 GW2326                          STATION DESCRIPTION
 GW2326
 GW2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2326'THE STATION IS AN AMERICAN TELEPHONE AND TELEGRAPH CO. RELAY
 GW2326'TOWER LOCATED 7 MILES NORTHEAST OF FARMVILLE.
 GW2326'
 GW2326'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE, GO
 GW2326'WEST ON U.S. HIGHWAY 460 FOR 0.2 MILE TO THE JUNCTION OF STATE
 GW2326'HIGHWAY 45, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 45
 GW2326'FOR 5.0 MILES TO THE JUNCTION OF COUNTY ROUTE 638, TURN
 GW2326'RIGHT AND GO NORTHEAST ON COUNTY ROUTE 638 FOR 0.3 MILE TO THE
 GW2326'JUNCTION OF COUNTY ROUTE 653, CONTINUE NORTHEAST ON COUNTY
 GW2326'ROUTE 638 FOR 2.15 MILES TO THE JUNCTION OF COUNTY ROUTE
 GW2326'640, TURN LEFT ON COUNTY ROUTE 640 AND GO NORTHERLY FOR 0.55
 GW2326'MILE TO THE STATION ON THE LEFT.
 GW2326'
 GW2326'IT IS A FOUR-LEGGED STEEL TOWER PAINTED ALTERNATE RED AND
 GW2326'WHITE AND APPROXIMATELY 225 FEET IN HEIGHT.  THE POINT INTERSECTED
 GW2326'WAS THE RED LIGHT AT THE TOP.
 GW2326
 GW2326                          STATION RECOVERY (1997)
 GW2326
 GW2326'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2326'RECOVERED IN GOOD CONDITION.
 GW2326
 GW2326                          STATION RECOVERY (2001)
 GW2326
 GW2326'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3341 ***********************************************************************
 GA3341  DESIGNATION -  ATWELL
 GA3341  PID         -  GA3341
 GA3341  STATE/COUNTY-  VA/WASHINGTON
 GA3341  USGS QUAD   -  WYNDALE (1991)
 GA3341
 GA3341                         *CURRENT SURVEY CONTROL
 GA3341  ___________________________________________________________________
 GA3341* NAD 83(1993)-  36 44 02.31595(N)    082 01 10.27364(W)     ADJUSTED  
 GA3341* NAVD 88     -       722.8    (meters)    2371.     (feet)  VERTCON   
 GA3341  ___________________________________________________________________
 GA3341  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 GA3341  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA3341
 GA3341  HORZ ORDER  -  SECOND
 GA3341
 GA3341.The horizontal coordinates were established by classical geodetic methods
 GA3341.and adjusted by the National Geodetic Survey in December 1995..
 GA3341
 GA3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3341
 GA3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3341
 GA3341.The geoid height was determined by GEOID03.
 GA3341
 GA3341;                    North         East     Units Scale Factor Converg.
 GA3341;SPC VA S     - 1,050,320.706 3,185,704.507   MT  1.00000609   -2 08 09.9
 GA3341;SPC VA S     - 3,445,927.18 10,451,765.54   sFT  1.00000609   -2 08 09.9
 GA3341;UTM  17      - 4,065,846.621   408,970.659   MT  0.99970208   -0 36 35.3
 GA3341
 GA3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3341!SPC VA S     -   0.99989143  x   1.00000609  =   0.99989752
 GA3341!UTM  17      -   0.99989143  x   0.99970208  =   0.99959355
 GA3341
 GA3341|---------------------------------------------------------------------|
 GA3341| PID    Reference Object                     Distance      Geod. Az  |
 GA3341|                                                           dddmmss.s |
 GA3341| DB8662 ATWELL RM 1                           7.037 METERS 15957     |
 GA3341| GA3342 ATWELL 1963 AZ MK                   APPROX. 1.3 KM 1700354.9 |
 GA3341| DB8663 ATWELL RM 2                           9.146 METERS 26140     |
 GA3341|---------------------------------------------------------------------|
 GA3341
 GA3341                          SUPERSEDED SURVEY CONTROL
 GA3341
 GA3341  NAD 83(1993)-  36 44 02.31515(N)    082 01 10.27491(W) AD(       ) 2
 GA3341  NAD 83(1986)-  36 44 02.33108(N)    082 01 10.27102(W) AD(       ) 2
 GA3341  NAD 27      -  36 44 01.93521(N)    082 01 10.81131(W) AD(       ) 2
 GA3341  NGVD 29 (07/19/86)  722.9    (m)         2372.     (f) VERT ANG       
 GA3341
 GA3341.Superseded values are not recommended for survey control.
 GA3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3341.See file dsdata.txt to determine how the superseded data were derived.
 GA3341
 GA3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0897165847(NAD 83)
 GA3341_MARKER: DS = TRIANGULATION STATION DISK
 GA3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3341
 GA3341  HISTORY     - Date     Condition        Report By
 GA3341  HISTORY     - 1963     MONUMENTED       CGS
 GA3341
 GA3341                          STATION DESCRIPTION
 GA3341
 GA3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3341'THE STATION IS LOCATED ON THE PROPERTY OF MR. JACK ATWELL,
 GA3341'9 MILES SOUTHEAST OF HANSONVILLE, 3 MILES NORTHWEST OF ABINGDON
 GA3341'AND JUST TO THE WEST OF WHERE A HIGH TENSION LINE CROSSES THE
 GA3341'HILL.
 GA3341'
 GA3341'TO REACH THE STATION FROM GREENDALE, A SMALL COMMUNITY ABOUT
 GA3341'7 MILES SOUTH OF HANSONVILLE ON U.S. HIGHWAY 19 AND ALT. 58,
 GA3341'LILLYS TRADEING CENTER ON THE RIGHT, GREENDALE BIBLE PRESBYTERIAN
 GA3341'CHURCH ON THE LEFT AND THE JUNCTION OF COUNTY ROAD 700, GO
 GA3341'SOUTHEAST ON U.S. HIGHWAY 19 AND ALT. 58 FOR 2.55 MILES TO THE
 GA3341'JUNCTION OF COUNTY ROAD 766* ON THE LEFT, TURN LEFT AND GO 0.45
 GA3341'MILE TO THE JUNCTION OF COUNTY ROAD 684 ON THE LEFT, TURN
 GA3341'LEFT AND GO 0.5 MILE TO A FORK, KEEP LEFT AND GO
 GA3341'0.45 MILE TO A WOODEN GATE ON THE LEFT, TURN LEFT PASS
 GA3341'THROUGH THE GATE AND GO 0.15 MILE TO AN OLD HOUSE, TURN RIGHT
 GA3341'AND GO NORTH ON THE EAST SIDE OF WIRE FENCE FOR 0.1 MILE TO
 GA3341'A FENCE CORNER, TURN LEFT AND GO WEST FOR 0.4 MILE, JUST
 GA3341'AFTER PASSING UNDER A HIGH TENSION LINE, TURN RIGHT UP THE
 GA3341'RIDGE, FOLLOWING CLOSE UNDER THE HIGH TENSION LINE FOR 0.3
 GA3341'MILE TO AN EAST-WEST WIRE FENCE, HIGH TENSION LINE TOWER AND
 GA3341'THE STATION.
 GA3341'
 GA3341'THE STATION MARK IS 111 FEET WEST OF THE SOUTH LEG OF HIGH TENSION
 GA3341'LINE TOWER, 101 FEET WEST-SOUTHWEST OF THE WEST LEG OF TOWER
 GA3341'AND 59 FEET NORTHWEST OF A WIRE FENCE.  IT IS A STANDARD DISK
 GA3341'SET IN A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS
 GA3341'STAMPED ATWELL 1963.
 GA3341'
 GA3341'REFERENCE MARK NO. 1 IS 110 FEET WEST OF THE SOUTH LEG OF TOWER
 GA3341'AND 35 FEET NORTHWEST OF A WIRE FENCE.  IT IS A STANDARD DISK
 GA3341'SET IN A FLUSH SQUARE CONCRETE MONUMENT AND IS STAMPED ATWELL
 GA3341'NO 1 1963.
 GA3341'
 GA3341'REFERENCE MARK NO. 2 IS 70 FEET NORTHWEST OF THE WIRE FENCE
 GA3341'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS
 GA3341'A STANDARD DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT AND
 GA3341'IS STAMPED ATWELL NO 2 1963.
 GA3341'
 GA3341'THE AZIMUTH MARK IS 62.0 FEET SOUTHWEST OF THE APPROXIMATE
 GA3341'CENTER OF U.S. HIGHWAY 19 AND ALT. 58, 21 FEET SOUTHEAST OF
 GA3341'THE APPROXIMATE CENTER OF COUNTY ROAD 1501, 2.0 FEET NORTHEAST
 GA3341'OF POWER LINE POLE NO. 900-543 AND 2.0 FEET SOUTHWEST OF A
 GA3341'METAL WITNESS SIGN.  IT IS A STANDARD DISK SET IN A ROUND
 GA3341'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED ATWELL
 GA3341'1963.
 GA3341'
 GA3341'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD
 GA3341'766, CONTINUE ON U.S. HIGHWAY 19 AND ALT. 58 SOUTHEAST FOR
 GA3341'0.15 MILE TO THE JUNCTION OF COUNTY ROAD 1501 AND THE AZIMUTH
 GA3341'MARK ON THE RIGHT.
 GA3341'
 GA3341'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3342 ***********************************************************************
 GA3342  DESIGNATION -  ATWELL 1963 AZ MK
 GA3342  PID         -  GA3342
 GA3342  STATE/COUNTY-  VA/WASHINGTON
 GA3342  USGS QUAD   -  WYNDALE (1991)
 GA3342
 GA3342                         *CURRENT SURVEY CONTROL
 GA3342  ___________________________________________________________________
 GA3342* NAD 83(1993)-  36 43 21.98546(N)    082 01 01.49859(W)     ADJUSTED  
 GA3342* NAVD 88     -       634.5    (meters)    2082.     (feet)  VERTCON   
 GA3342  ___________________________________________________________________
 GA3342  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GA3342  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA3342
 GA3342  HORZ ORDER  -  SECOND
 GA3342
 GA3342.The horizontal coordinates were established by classical geodetic methods
 GA3342.and adjusted by the National Geodetic Survey in December 1995..
 GA3342
 GA3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3342
 GA3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3342
 GA3342.The geoid height was determined by GEOID03.
 GA3342
 GA3342;                    North         East     Units Scale Factor Converg.
 GA3342;SPC VA S     - 1,049,070.231 3,185,875.771   MT  1.00000826   -2 08 04.6
 GA3342;SPC VA S     - 3,441,824.58 10,452,327.43   sFT  1.00000826   -2 08 04.6
 GA3342;UTM  17      - 4,064,601.533   409,175.108   MT  0.99970163   -0 36 29.5
 GA3342
 GA3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3342!SPC VA S     -   0.99990529  x   1.00000826  =   0.99991355
 GA3342!UTM  17      -   0.99990529  x   0.99970163  =   0.99960695
 GA3342
 GA3342                          SUPERSEDED SURVEY CONTROL
 GA3342
 GA3342  NAD 83(1993)-  36 43 21.98477(N)    082 01 01.49917(W) AD(       ) 2
 GA3342  NAD 83(1986)-  36 43 22.00063(N)    082 01 01.49580(W) AD(       ) 2
 GA3342  NAD 27      -  36 43 21.60390(N)    082 01 02.03709(W) AD(       ) 2
 GA3342  NGVD 29 (07/19/86)  634.6    (m)         2082.     (f) VERT ANG       
 GA3342
 GA3342.Superseded values are not recommended for survey control.
 GA3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3342.See file dsdata.txt to determine how the superseded data were derived.
 GA3342
 GA3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0917564602(NAD 83)
 GA3342_MARKER: DZ = AZIMUTH MARK DISK
 GA3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3342+STABILITY: SURFACE MOTION
 GA3342
 GA3342  HISTORY     - Date     Condition        Report By
 GA3342  HISTORY     - 1963     MONUMENTED       CGS
 GA3342
 GA3342                          STATION DESCRIPTION
 GA3342
 GA3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA3342'ATWELL AZIMUTH MARK IS 62.0 FEET SOUTHWEST OF THE APPROXIMATE
 GA3342'CENTER OF U.S. HIGHWAY 19 AND ALT. 58, 21 FEET SOUTHEAST OF
 GA3342'THE APPROXIMATE CENTER OF COUNTY ROAD 1501, 2.0 FEET NORTHEAST
 GA3342'OF POWER LINE POLE NO. 900-543 AND 2.0 FEET SOUTHWEST OF A
 GA3342'METAL WITNESS SIGN.  IT IS A STANDARD DISK SET IN A ROUND
 GA3342'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED ATWELL
 GA3342'1963.
 GA3342'
 GA3342'*TO REACH ATWELL AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD
 GA3342'766, CONTINUE ON U.S. HIGHWAY 19 AND ALT. 58 SOUTHEAST FOR
 GA3342'0.15 MILE TO THE JUNCTION OF COUNTY ROAD 1501 AND THE AZIMUTH
 GA3342'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4363 ***********************************************************************
 GV4363  DESIGNATION -  AUBURN VFC 1936
 GV4363  PID         -  GV4363
 GV4363  STATE/COUNTY-  VA/MATHEWS
 GV4363  USGS QUAD   -  WARE NECK (1980)
 GV4363
 GV4363                         *CURRENT SURVEY CONTROL
 GV4363  ___________________________________________________________________
 GV4363* NAD 83(1993)-  37 25 12.16357(N)    076 25 56.39544(W)     ADJUSTED  
 GV4363* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4363  ___________________________________________________________________
 GV4363  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 GV4363  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 GV4363
 GV4363  HORZ ORDER  -  THIRD
 GV4363
 GV4363.The horizontal coordinates were established by classical geodetic methods
 GV4363.and adjusted by the National Geodetic Survey in September 1995..
 GV4363
 GV4363.The orthometric height was scaled from a topographic map.
 GV4363
 GV4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4363
 GV4363.The geoid height was determined by GEOID03.
 GV4363
 GV4363;                    North         East     Units Scale Factor Converg.
 GV4363;SPC VA S     - 1,122,602.054 3,683,004.677   MT  0.99994582   +1 15 17.7
 GV4363;SPC VA S     - 3,683,070.24 12,083,324.51   sFT  0.99994582   +1 15 17.7
 GV4363;UTM  18      - 4,142,433.797   373,257.707   MT  0.99979787   -0 52 13.7
 GV4363
 GV4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4363!SPC VA S     -   1.00000564  x   0.99994582  =   0.99995146
 GV4363!UTM  18      -   1.00000564  x   0.99979787  =   0.99980351
 GV4363
 GV4363:                Primary Azimuth Mark                     Grid Az
 GV4363:SPC VA S     -  OAK VFC 1936                             095 13 12.1
 GV4363:UTM  18      -  OAK VFC 1936                             097 20 43.5
 GV4363
 GV4363|---------------------------------------------------------------------|
 GV4363| PID    Reference Object                     Distance      Geod. Az  |
 GV4363|                                                           dddmmss.s |
 GV4363| GV4392 OAK VFC 1936                        APPROX. 1.5 KM 0962829.8 |
 GV4363|---------------------------------------------------------------------|
 GV4363
 GV4363                          SUPERSEDED SURVEY CONTROL
 GV4363
 GV4363  NAD 83(1993)-  37 25 12.16674(N)    076 25 56.39616(W) AD(       ) 3
 GV4363  NAD 83(1986)-  37 25 12.17570(N)    076 25 56.42378(W) AD(       ) 3
 GV4363  NAD 27      -  37 25 11.67200(N)    076 25 57.60500(W) AD(       ) 3
 GV4363
 GV4363.Superseded values are not recommended for survey control.
 GV4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4363.See file dsdata.txt to determine how the superseded data were derived.
 GV4363
 GV4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7325842434(NAD 83)
 GV4363_MARKER: Z = SEE DESCRIPTION
 GV4363_SETTING: 0 = UNSPECIFIED SETTING
 GV4363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4363
 GV4363  HISTORY     - Date     Condition        Report By
 GV4363  HISTORY     - 1936     MONUMENTED       VACF
 GV4363  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4363  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4363
 GV4363                          STATION DESCRIPTION
 GV4363
 GV4363'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4363'STATION IN WATER (BARE AT LOW TIDE) NOT MARKED.
 GV4363
 GV4363                          STATION RECOVERY (1944)
 GV4363
 GV4363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4363'STATION NOT RECOVERED.  THE MEASUREMENTS AND SKETCH OF ORIGINAL
 GV4363'DESCRIPTION PLACE THE STATION 100 FEET TO SEAWARD FROM THE
 GV4363'HIGH-WATER LINE.
 GV4363
 GV4363                          STATION RECOVERY (2002)
 GV4363
 GV4363'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0794 ***********************************************************************
 FY0794  DESIGNATION -  AUCTION
 FY0794  PID         -  FY0794
 FY0794  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0794  USGS QUAD   -  MOUNT HERMON (1985)
 FY0794
 FY0794                         *CURRENT SURVEY CONTROL
 FY0794  ___________________________________________________________________
 FY0794* NAD 83(1993)-  36 38 10.54273(N)    079 23 14.72512(W)     ADJUSTED  
 FY0794* NAVD 88     -       198.610  (meters)     651.61   (feet)  POSTED    
 FY0794  ___________________________________________________________________
 FY0794  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 FY0794  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0794  DYNAMIC HT  -         198.450 (meters)     651.08  (feet)  COMP
 FY0794  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 FY0794
 FY0794  HORZ ORDER  -  SECOND
 FY0794  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FY0794
 FY0794.The horizontal coordinates were established by classical geodetic methods
 FY0794.and adjusted by the National Geodetic Survey in September 1995..
 FY0794
 FY0794.The orthometric height was determined by differential leveling
 FY0794.and adjusted by the National Geodetic Survey in 1992..
 FY0794.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FY0794.rate greater than 8.0 mm/km.
 FY0794
 FY0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0794
 FY0794.The geoid height was determined by GEOID03.
 FY0794
 FY0794.The dynamic height is computed by dividing the NAVD 88
 FY0794.geopotential number by the normal gravity value computed on the
 FY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0794.degrees latitude (g = 980.6199 gals.).
 FY0794
 FY0794.The modeled gravity was interpolated from observed gravity values.
 FY0794
 FY0794;                    North         East     Units Scale Factor Converg.
 FY0794;SPC VA S     - 1,033,990.577 3,420,633.358   MT  1.00002623   -0 32 19.0
 FY0794;SPC VA S     - 3,392,350.75 11,222,527.94   sFT  1.00002623   -0 32 19.0
 FY0794;UTM  17      - 4,055,733.773   644,166.784   MT  0.99985606   +0 57 44.8
 FY0794
 FY0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0794!SPC VA S     -   0.99997385  x   1.00002623  =   1.00000008
 FY0794!UTM  17      -   0.99997385  x   0.99985606  =   0.99982991
 FY0794
 FY0794:                Primary Azimuth Mark                     Grid Az
 FY0794:SPC VA S     -  WHITE OAK MOUNTIAN ATT TOWER             002 11 45.2
 FY0794:UTM  17      -  WHITE OAK MOUNTIAN ATT TOWER             000 41 41.4
 FY0794
 FY0794|---------------------------------------------------------------------|
 FY0794| PID    Reference Object                     Distance      Geod. Az  |
 FY0794|                                                           dddmmss.s |
 FY0794| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX.11.8 KM 0013926.2 |
 FY0794| FY0796 AUCTION RM 1                         10.290 METERS 09650     |
 FY0794|---------------------------------------------------------------------|
 FY0794
 FY0794                          SUPERSEDED SURVEY CONTROL
 FY0794
 FY0794  NAD 83(1986)-  36 38 10.54767(N)    079 23 14.72868(W) AD(       ) 2
 FY0794  NAD 27      -  36 38 10.05520(N)    079 23 15.64101(W) AD(       ) 2
 FY0794  NGVD 29 (??/??/92)  198.838  (m)          652.35   (f) ADJ UNCH    2 0
 FY0794
 FY0794.Superseded values are not recommended for survey control.
 FY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0794.See file dsdata.txt to determine how the superseded data were derived.
 FY0794
 FY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4416755734(NAD 83)
 FY0794_MARKER: DE = TRAVERSE STATION DISK
 FY0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0794_STAMPING: AUCTION 1964
 FY0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0794+STABILITY: SURFACE MOTION
 FY0794
 FY0794  HISTORY     - Date     Condition        Report By
 FY0794  HISTORY     - 1964     MONUMENTED       CGS
 FY0794  HISTORY     - 1964     GOOD             CGS
 FY0794  HISTORY     - 1969     SEE DESCRIPTION  CGS
 FY0794  HISTORY     - 1969     GOOD             NGS
 FY0794
 FY0794                          STATION DESCRIPTION
 FY0794
 FY0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY0794'THE STATION IS IN THE NORTH PART OF DANVILLE, SOUTHWEST OF
 FY0794'THE JUNCTION OF U.S. HIGHWAY 29 ALTERNATE AND U.S. HIGHWAY
 FY0794'29 CITY ROUTE AND NEAR THE NORTHEAST CORNER OF A CEMETERY.
 FY0794'
 FY0794'THE STATION MARK IS 151 FEET WEST OF THE CENTERLINE OF U.S.
 FY0794'HIGHWAY 29 CITY ROUTE, 103 FEET WEST OF A 12 INCH PINE TREE
 FY0794'AND 31 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 29 ALTERNATE.
 FY0794'IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT
 FY0794'THAT IS FLUSH WITH THE GROUND SURFACE AND IS STAMPED AUCTION
 FY0794'1964.
 FY0794'
 FY0794'REFERENCE MARK 1 IS 117 FEET WEST OF THE CENTERLINE OF U.S.
 FY0794'HIGHWAY 29 CITY ROUTE, 48 FEET SOUTH OF THE CENTERLINE OF
 FY0794'U.S. HIGHWAY 29 ALTERNATE AND 71 FEET WEST OF THE 12 INCH
 FY0794'PINE TREE.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FY0794'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 FY0794'AUCTION NO 1 1964.
 FY0794
 FY0794                          STATION RECOVERY (1964)
 FY0794
 FY0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY0794'AT DANVILLE.
 FY0794'AT DANVILLE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AT THE
 FY0794'JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 ALTERNATE BYPASS,
 FY0794'AND NEAR THE NORTHEAST CORNER OF A CEMETERY WHICH IS IN THE
 FY0794'NORTH EDGE OF DANVILLE, 151 FEET WEST OF THE CENTERLINE OF U.S.
 FY0794'HIGHWAY 29, 103 FEET WEST OF A 12 INCH PINE TREE, 33.76 FEET
 FY0794'WEST OF RM 1, 31 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 FY0794'29 ALTERNATE BYPASS AND IS ABOUT LEVEL WITH THE ROAD.
 FY0794
 FY0794                          STATION RECOVERY (1969)
 FY0794
 FY0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FY0794'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FY0794'TO BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED
 FY0794'THAT STATION MARK BE RELOCATED SO STATION AUCTION 2 WAS
 FY0794'ESTABLISHED.  A UTILITY GUY POLE HAS BEEN SET DIRECTLY ON
 FY0794'LINE TO REFERENCE MARK NO. 1.  STATION MARK WAS LEFT IN
 FY0794'POSITION BUT WILL BE DESTROYED BY THE CONSTRUCTION IN THE
 FY0794'NEAR FUTURE.
 FY0794'
 FY0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANVILLE
 FY0794
 FY0794                          STATION RECOVERY (1969)
 FY0794
 FY0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0795 ***********************************************************************
 FY0795  DESIGNATION -  AUCTION 2
 FY0795  PID         -  FY0795
 FY0795  STATE/COUNTY-  VA/C OF DANVILLE
 FY0795  USGS QUAD   -  MOUNT HERMON (1985)
 FY0795
 FY0795                         *CURRENT SURVEY CONTROL
 FY0795  ___________________________________________________________________
 FY0795* NAD 83(1993)-  36 38 10.33576(N)    079 23 14.70327(W)     ADJUSTED  
 FY0795* NAVD 88     -       198.96   (+/-2cm)     652.8    (feet)  VERTCON   
 FY0795  ___________________________________________________________________
 FY0795  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 FY0795  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0795
 FY0795  HORZ ORDER  -  THIRD
 FY0795  VERT ORDER  -  THIRD ? (See Below)
 FY0795
 FY0795.The horizontal coordinates were established by classical geodetic methods
 FY0795.and adjusted by the National Geodetic Survey in September 1995..
 FY0795.No horizontal observational check was made to the station.
 FY0795
 FY0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY0795.The vertical order pertains to the NGVD 29 superseded value.
 FY0795
 FY0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0795
 FY0795.The geoid height was determined by GEOID03.
 FY0795
 FY0795;                    North         East     Units Scale Factor Converg.
 FY0795;SPC VA S     - 1,033,984.192 3,420,633.840   MT  1.00002624   -0 32 18.9
 FY0795;SPC VA S     - 3,392,329.80 11,222,529.52   sFT  1.00002624   -0 32 18.9
 FY0795;UTM  17      - 4,055,727.404   644,167.434   MT  0.99985607   +0 57 44.8
 FY0795
 FY0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0795!SPC VA S     -   0.99997380  x   1.00002624  =   1.00000003
 FY0795!UTM  17      -   0.99997380  x   0.99985607  =   0.99982987
 FY0795
 FY0795:                Primary Azimuth Mark                     Grid Az
 FY0795:SPC VA S     -  WHITE OAK MOUNTIAN ATT TOWER             002 11 32.4
 FY0795:UTM  17      -  WHITE OAK MOUNTIAN ATT TOWER             000 41 28.7
 FY0795
 FY0795|---------------------------------------------------------------------|
 FY0795| PID    Reference Object                     Distance      Geod. Az  |
 FY0795|                                                           dddmmss.s |
 FY0795| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX.11.8 KM 0013913.5 |
 FY0795| FY0796 AUCTION RM 1                         10.961 METERS 06157     |
 FY0795| FY0794 AUCTION                               6.403 METERS 35508     |
 FY0795|---------------------------------------------------------------------|
 FY0795
 FY0795                          SUPERSEDED SURVEY CONTROL
 FY0795
 FY0795  NAD 83(1986)-  36 38 10.34069(N)    079 23 14.70683(W) AD(       ) 3
 FY0795  NAD 27      -  36 38 09.84819(N)    079 23 15.61917(W) AD(       ) 3
 FY0795  NGVD 29 (07/19/86)  199.20   (m)          653.5    (f) LEVELING    3  
 FY0795
 FY0795.Superseded values are not recommended for survey control.
 FY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0795.See file dsdata.txt to determine how the superseded data were derived.
 FY0795
 FY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4416755727(NAD 83)
 FY0795_MARKER: DE = TRAVERSE STATION DISK
 FY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0795_STAMPING: AUCTION 2 1969
 FY0795_MARK LOGO: CGS   
 FY0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0795+STABILITY: SURFACE MOTION
 FY0795
 FY0795  HISTORY     - Date     Condition        Report By
 FY0795  HISTORY     - 1969     MONUMENTED       CGS
 FY0795  HISTORY     - 1969     GOOD             CGS
 FY0795  HISTORY     - 1983     POOR             NGS
 FY0795
 FY0795                          STATION DESCRIPTION
 FY0795
 FY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FY0795'STATION IS LOCATED IN THE NORTH PART OF DANVILLE AT THE
 FY0795'INTERSECTION OF U.S. HIGHWAY 29 CITY ROUTE AND U.S. HIGHWAY
 FY0795'29 ALTERNATE AND AT THE NORTHEAST CORNER OF A CEMETERY.  STATION
 FY0795'IS 52 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 29
 FY0795'ALTERNATE, 22 FEET SOUTHWEST OF UTILITY GUY POLE AND 6 FEET
 FY0795'NORTHEAST OF A CREPE MYRTLE BUSH.  THE MARK IS A STANDARD
 FY0795'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN
 FY0795'DIAMETER, FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 FY0795'AUCTION 2 1969.
 FY0795'
 FY0795'REFERENCE MARK NO. 1 IS 48 FEET SOUTHEAST OF THE CENTERLINE
 FY0795'OF U.S. HIGHWAY 29 ALTERNATE, 21 FEET NORTHEAST OF UTILITY
 FY0795'GUY POLE AND 2 FEET SOUTHWEST OF CREPE MYRTLE BUSH.  THE
 FY0795'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT
 FY0795'ABOUT 1 FOOT SQUARE, FLUSH WITH THE GROUND AND THE DISK IS
 FY0795'STAMPED AUCTION NO 1 1964.
 FY0795
 FY0795                          STATION RECOVERY (1969)
 FY0795
 FY0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FY0795'AT DANVILLE.
 FY0795'AT DANVILLE, AT THE JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY
 FY0795'29 ALTERNATE, AT THE NORTHEAST CORNER OF A CEMETERY, 52 FEET
 FY0795'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 29 ALTERNATE, 22 FEET
 FY0795'SOUTHWEST OF UTILITY GUY POLE, 6 FEET NORTHEAST OF A CREPE MYRTLE
 FY0795'BUSH AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FY0795
 FY0795                          STATION RECOVERY (1983)
 FY0795
 FY0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0795'THE CONCRETE POST WAS FOUND LEANING ABOUT 45 DEGREES.  NOTE--THE CITY
 FY0795'OF DANVILLE IS AN INDEPENDENT CITY AND IS NOT INCLUDED IN PITTSYLVANIA
 FY0795'COUNTY.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0796 ***********************************************************************
 FY0796  DESIGNATION -  AUCTION RM 1
 FY0796  PID         -  FY0796
 FY0796  STATE/COUNTY-  VA/C OF DANVILLE
 FY0796  USGS QUAD   -  MOUNT HERMON (1985)
 FY0796
 FY0796                         *CURRENT SURVEY CONTROL
 FY0796  ___________________________________________________________________
 FY0796* NAD 83(1986)-  36 38 10.     (N)    079 23 15.     (W)     SCALED    
 FY0796* NAVD 88     -       198.744  (meters)     652.05   (feet)  ADJUSTED  
 FY0796  ___________________________________________________________________
 FY0796  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0796  DYNAMIC HT  -         198.582 (meters)     651.51  (feet)  COMP
 FY0796  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 FY0796
 FY0796  VERT ORDER  -  FIRST     CLASS II
 FY0796
 FY0796.The horizontal coordinates were scaled from a topographic map and have
 FY0796.an estimated accuracy of +/- 6 seconds.
 FY0796
 FY0796.The orthometric height was determined by differential leveling
 FY0796.and adjusted by the National Geodetic Survey in June 1991..
 FY0796.WARNING-Repeat measurements at this control monument indicate possible
 FY0796.vertical movement.
 FY0796
 FY0796.The geoid height was determined by GEOID03.
 FY0796
 FY0796.The dynamic height is computed by dividing the NAVD 88
 FY0796.geopotential number by the normal gravity value computed on the
 FY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0796.degrees latitude (g = 980.6199 gals.).
 FY0796
 FY0796.The modeled gravity was interpolated from observed gravity values.
 FY0796
 FY0796;                    North         East    Units  Estimated Accuracy
 FY0796;SPC VA S     - 1,033,970.    3,420,630.      MT  (+/- 180 meters Scaled)
 FY0796
 FY0796                          SUPERSEDED SURVEY CONTROL
 FY0796
 FY0796  NGVD 29 (03/05/92)  198.972  (m)          652.79   (f) ADJUSTED    1 2
 FY0796
 FY0796.Superseded values are not recommended for survey control.
 FY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0796.See file dsdata.txt to determine how the superseded data were derived.
 FY0796
 FY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA441557(NAD 83)
 FY0796_MARKER: DR = REFERENCE MARK DISK
 FY0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0796_STAMPING: AUCTION NO 1 1964
 FY0796_MARK LOGO: CGS   
 FY0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0796+STABILITY: SURFACE MOTION
 FY0796
 FY0796  HISTORY     - Date     Condition        Report By
 FY0796  HISTORY     - 1964     MONUMENTED       CGS
 FY0796  HISTORY     - 1969     GOOD             NGS
 FY0796  HISTORY     - 1983     GOOD             NGS
 FY0796
 FY0796                          STATION DESCRIPTION
 FY0796
 FY0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0796'AT DANVILLE.
 FY0796'AT THE AUCTION STATION SITE-- SET IN THE TOP OF A CONCRETE POST,
 FY0796'FLUSH, 117 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 29, 48
 FY0796'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 29 ALTERNATE BYPASS,
 FY0796'71 FEET WEST OF A 12 INCH PINE TREE, 33.76 FEET EAST OF THE
 FY0796'STATION MARK AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0796
 FY0796                          STATION RECOVERY (1969)
 FY0796
 FY0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0796'RECOVERED IN GOOD CONDITION.
 FY0796
 FY0796                          STATION RECOVERY (1983)
 FY0796
 FY0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0796'RECOVERED IN GOOD CONDITION, THE STAMPING IS NOT READABLE.
 FY0796'NOTE--THE CITY OF DANVILLE IS AN INDEPENDENT CITY AND IS NOT INCLUDED
 FY0796'IN PITTSYLVANIA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2158 ***********************************************************************
 GW2158  DESIGNATION -  AUTUMN 1957
 GW2158  PID         -  GW2158
 GW2158  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2158  USGS QUAD   -  CORNWALL (1986)
 GW2158
 GW2158                         *CURRENT SURVEY CONTROL
 GW2158  ___________________________________________________________________
 GW2158* NAD 83(1993)-  37 50 58.80206(N)    079 19 56.86532(W)     ADJUSTED  
 GW2158* NAVD 88     -       540.0    (meters)    1772.     (feet)  VERTCON   
 GW2158  ___________________________________________________________________
 GW2158  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GW2158  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2158
 GW2158  HORZ ORDER  -  SECOND
 GW2158
 GW2158.The horizontal coordinates were established by classical geodetic methods
 GW2158.and adjusted by the National Geodetic Survey in November 1994..
 GW2158
 GW2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2158
 GW2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2158
 GW2158.The geoid height was determined by GEOID03.
 GW2158
 GW2158;                    North         East     Units Scale Factor Converg.
 GW2158;SPC VA S     - 1,168,602.444 3,426,736.114   MT  0.99998074   -0 30 18.9
 GW2158;SPC VA S     - 3,833,989.85 11,242,550.07   sFT  0.99998074   -0 30 18.9
 GW2158;UTM  17      - 4,190,445.673   646,708.862   MT  0.99986510   +1 01 24.1
 GW2158
 GW2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2158!SPC VA S     -   0.99992030  x   0.99998074  =   0.99990104
 GW2158!UTM  17      -   0.99992030  x   0.99986510  =   0.99978541
 GW2158
 GW2158:                Primary Azimuth Mark                     Grid Az
 GW2158:SPC VA S     -  WOLFE                                    022 38 07.5
 GW2158:UTM  17      -  WOLFE                                    021 06 24.5
 GW2158
 GW2158|---------------------------------------------------------------------|
 GW2158| PID    Reference Object                     Distance      Geod. Az  |
 GW2158|                                                           dddmmss.s |
 GW2158| GW2160 WOLFE                               APPROX. 3.0 KM 0220748.6 |
 GW2158|---------------------------------------------------------------------|
 GW2158
 GW2158                          SUPERSEDED SURVEY CONTROL
 GW2158
 GW2158  NAD 83(1986)-  37 50 58.80095(N)    079 19 56.87938(W) AD(       ) 2
 GW2158  NAD 27      -  37 50 58.32180(N)    079 19 57.74700(W) AD(       ) 2
 GW2158  NGVD 29 (07/19/86)  540.1    (m)         1772.     (f) VERT ANG       
 GW2158
 GW2158.Superseded values are not recommended for survey control.
 GW2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2158.See file dsdata.txt to determine how the superseded data were derived.
 GW2158
 GW2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4670990446(NAD 83)
 GW2158_MARKER: DS = TRIANGULATION STATION DISK
 GW2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2158+STABILITY: SURFACE MOTION
 GW2158
 GW2158  HISTORY     - Date     Condition        Report By
 GW2158  HISTORY     - 1957     MONUMENTED       CGS
 GW2158
 GW2158                          STATION DESCRIPTION
 GW2158
 GW2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2158'STATION IS LOCATED ABOUT 0.25 MILE EAST OF U.S. HIGHWAY 11,
 GW2158'3.5 MILES SOUTHWEST OF FAIRFIELD AND ON A HIGH PROMINENT PARTLY
 GW2158'WOODED HILL.
 GW2158'
 GW2158'STATION, STAMPED AUTUMN 1957, PROJECTS ABOUT 4 INCHES, IS
 GW2158'75 FEET NORTHWEST OF AN OLD BRICK CHIMNEY, 4 FEET WEST OF A
 GW2158'FENCE CORNER POST WITH A TRIANGULAR BLAZE, 4 FEET NORTHWEST OF
 GW2158'THE FENCE, 4 FEET SOUTHWEST OF THE FENCE AND IN THE NORTHEAST
 GW2158'CORNER OF THE PASTURE.
 GW2158'
 GW2158'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FAIRFIELD,
 GW2158'GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 3.3 MILE TO MR. BROWNS
 GW2158'SERVICE STATION AND CAFE ON THE LEFT AND THE END OF TRUCK
 GW2158'TRAVEL.  PACK EASTERLY UP THE HILL FOR ABOUT 10 MINUTES TO THE
 GW2158'NORTHEAST CORNER OF THE PASTURE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0165 ***********************************************************************
 HV0165  DESIGNATION -  AUX
 HV0165  PID         -  HV0165
 HV0165  STATE/COUNTY-  VA/ARLINGTON
 HV0165  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0165
 HV0165                         *CURRENT SURVEY CONTROL
 HV0165  ___________________________________________________________________
 HV0165* NAD 83(1993)-  38 56 01.69782(N)    077 07 08.50326(W)     ADJUSTED  
 HV0165* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HV0165  ___________________________________________________________________
 HV0165  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV0165  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV0165
 HV0165  HORZ ORDER  -  SECOND
 HV0165
 HV0165.The horizontal coordinates were established by classical geodetic methods
 HV0165.and adjusted by the National Geodetic Survey in November 1994..
 HV0165
 HV0165.The orthometric height was scaled from a topographic map.
 HV0165
 HV0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0165
 HV0165.The geoid height was determined by GEOID03.
 HV0165
 HV0165;                    North         East     Units Scale Factor Converg.
 HV0165;SPC VA N     - 2,141,553.396 3,619,731.089   MT  0.99996359   +0 51 42.8
 HV0165;SPC VA N     - 7,026,079.77 11,875,734.41   sFT  0.99996359   +0 51 42.8
 HV0165;SPC MD       -   140,664.661   389,679.888   MT  0.99995036   -0 04 28.9
 HV0165;SPC MD       -   461,497.31  1,278,474.77   sFT  0.99995036   -0 04 28.9
 HV0165;UTM  18      - 4,311,565.823   316,329.847   MT  1.00001541   -1 19 55.3
 HV0165
 HV0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0165!SPC VA N     -   1.00000378  x   0.99996359  =   0.99996737
 HV0165!SPC MD       -   1.00000378  x   0.99995036  =   0.99995414
 HV0165!UTM  18      -   1.00000378  x   1.00001541  =   1.00001919
 HV0165
 HV0165|---------------------------------------------------------------------|
 HV0165| PID    Reference Object                     Distance      Geod. Az  |
 HV0165|                                                           dddmmss.s |
 HV0165| HV4366 RAPID 1935                           85.412 METERS 00354     |
 HV0165| HV3980 FILTER 1935                         APPROX. 0.7 KM 0510642.8 |
 HV0165| HV0796 IN                                  205.626 METERS 14701     |
 HV0165| DC6658 AUX RM 1                              5.715 METERS 19417     |
 HV0165| DC6659 AUX RM 2                              8.196 METERS 25538     |
 HV0165| HV0439 BOUNDARY WITNESS MK 1 DC VA          93.704 METERS 30747     |
 HV0165|---------------------------------------------------------------------|
 HV0165
 HV0165                          SUPERSEDED SURVEY CONTROL
 HV0165
 HV0165  NAD 83(1993)-  38 56 01.69682(N)    077 07 08.50495(W) AD(       ) 2
 HV0165  NAD 83(1986)-  38 56 01.69667(N)    077 07 08.51484(W) AD(       ) 2
 HV0165  NAD 27      -  38 56 01.29800(N)    077 07 09.58400(W) AD(       ) 2
 HV0165
 HV0165.Superseded values are not recommended for survey control.
 HV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0165.See file dsdata.txt to determine how the superseded data were derived.
 HV0165
 HV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1633011566(NAD 83)
 HV0165_MARKER: DS = TRIANGULATION STATION DISK
 HV0165_SETTING: 66 = SET IN ROCK OUTCROP
 HV0165_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV0165
 HV0165  HISTORY     - Date     Condition        Report By
 HV0165  HISTORY     - 1946     MONUMENTED       CGS
 HV0165  HISTORY     - 1947     GOOD             CGS
 HV0165
 HV0165                          STATION DESCRIPTION
 HV0165
 HV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV0165'THE STATION IS LOCATED ABOUT 3/4 MILE ABOVE THE CHAIN BRIDGE
 HV0165'AND 300 YARDS SE OF THE D.C.-MD. BOUNDARY.  IT IS 4 FEET W
 HV0165'OF THE W EDGE OF THE POTOMAC RIVER.  THE DISK IS WEDGED IN A
 HV0165'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS A BRONZE STATION
 HV0165'DISK STAMPED AUX 1946.
 HV0165'
 HV0165'REFERENCE MARK 1 IS 18.75 FEET SW OF THE STATION AND 18 FEET
 HV0165'W OF THE RIVER.  IT IS A BRONZE REFERENCE DISK WEDGED IN A
 HV0165'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED AUX NO 1 1946.
 HV0165'
 HV0165'REFERENCE MARK 2 IS 26.89 FEET NW OF THE STATION AND 25 FEET
 HV0165'W OF THE RIVER.  IT IS A BRONZE REFERENCE DISK WEDGED
 HV0165'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED AUX
 HV0165'NO 2 1946.
 HV0165'
 HV0165'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV0165
 HV0165                          STATION RECOVERY (1947)
 HV0165
 HV0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV0165'STATION RECOVERED.  IT IS ABOUT 2,000 FEET NW OF CHAIN BRIDGE
 HV0165'300 FEET SE OF THE D.C.-MARYLAND BOUNDARY LINE.  IT IS ABOUT
 HV0165'20 FEET DOWNSTREAM FROM THE S END OF A NARROW ROCK ISLAND
 HV0165'IN THE CENTER OF THE RIVER.  STATION IS A BRONZE DISK SET
 HV0165'IN A DRILL HOLE IN ROCK ABOUT 20 FEET ABOVE THE NORMAL RIVER
 HV0165'LEVEL AND 4 FEET FROM THE W BANK OF THE POTOMAC RIVER.  IT
 HV0165'IS STAMPED AUX 1946.  REFERENCE MARKS WERE RECOVERED AS
 HV0165'DESCRIBED AND DISTANCES TO THEM WERE CHECKED APPROXIMATELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3673 ***********************************************************************
 GV3673  DESIGNATION -  AVA TOPOGRAPHIC VFC 1919
 GV3673  PID         -  GV3673
 GV3673  STATE/COUNTY-  VA/MIDDLESEX
 GV3673  USGS QUAD   -  WILTON (1992)
 GV3673
 GV3673                         *CURRENT SURVEY CONTROL
 GV3673  ___________________________________________________________________
 GV3673* NAD 83(1993)-  37 36 48.05524(N)    076 29 35.69097(W)     ADJUSTED  
 GV3673* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 GV3673  ___________________________________________________________________
 GV3673  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 GV3673  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV3673
 GV3673  HORZ ORDER  -  THIRD
 GV3673
 GV3673.The horizontal coordinates were established by classical geodetic methods
 GV3673.and adjusted by the National Geodetic Survey in November 1994..
 GV3673
 GV3673.The orthometric height was scaled from a topographic map.
 GV3673
 GV3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3673
 GV3673.The geoid height was determined by GEOID03.
 GV3673
 GV3673;                    North         East     Units Scale Factor Converg.
 GV3673;SPC VA S     - 1,143,933.986 3,677,158.014   MT  0.99995458   +1 13 04.6
 GV3673;SPC VA S     - 3,753,056.75 12,064,142.58   sFT  0.99995458   +1 13 04.6
 GV3673;UTM  18      - 4,163,964.974   368,207.673   MT  0.99981394   -0 54 41.4
 GV3673
 GV3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3673!SPC VA S     -   1.00000448  x   0.99995458  =   0.99995906
 GV3673!UTM  18      -   1.00000448  x   0.99981394  =   0.99981842
 GV3673
 GV3673                          SUPERSEDED SURVEY CONTROL
 GV3673
 GV3673  NAD 83(1993)-  37 36 48.05446(N)    076 29 35.70848(W) AD(       ) 3
 GV3673  NAD 83(1986)-  37 36 48.05425(N)    076 29 35.70865(W) AD(       ) 3
 GV3673  NAD 27      -  37 36 47.58300(N)    076 29 36.90400(W) AD(       ) 3
 GV3673
 GV3673.Superseded values are not recommended for survey control.
 GV3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3673.See file dsdata.txt to determine how the superseded data were derived.
 GV3673
 GV3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6820863965(NAD 83)
 GV3673_MARKER: N = NAIL
 GV3673_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GV3673_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV3673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3673
 GV3673  HISTORY     - Date     Condition        Report By
 GV3673  HISTORY     - 1919     MONUMENTED       VACF
 GV3673  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3673
 GV3673                          STATION DESCRIPTION
 GV3673
 GV3673'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV3673'BELOW THE MOUTH OF WHITINGS CREEK.
 GV3673'
 GV3673'FOUND 3 STUBS WITH NAILS FOR CENTERS, PLACED IN A TRIANGLE.
 GV3673'STATION MARK, A 4-INCH TERRACOTTA PIPE THAT HAD BEEN PARTLY
 GV3673'FILLED WITH CEMENT, WITH NAIL TO MARK CENTER, HAD BEEN BROKEN
 GV3673'TO PIECES ALL THE WAY TO THE BOTTOM AND PIECES REPLACED IN
 GV3673'THE HOLE IN ANY OLD WAY.  HAVE CENTERED THE TOP PIECE OF
 GV3673'PIPE FROM NAILS IN STUBS AND PLACED OLD BROKEN PARTS OF PIPE
 GV3673'AND CEMENT AROUND IT SLIGHTLY BELOW SURFACE OF SAND.  STUBS
 GV3673'IN GOOD CONDITION.  WILL LIKELY LAST FOR SOME TIME... - F.E.
 GV3673'RUEDIGER, VA.F.C.
 GV3673'
 GV3673'NOTE BY W.D.S.--NO RECORD CAN BE FOUND OF STATION AVA.  THERE
 GV3673'WAS AN OLD STATION WHITING, W.R. PALMER, 1855.
 GV3673
 GV3673                          STATION RECOVERY (1944)
 GV3673
 GV3673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV3673'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE
 GV3673'MARKS HAVE APPARENTLY WASHED AWAY.  IT IS RECOMMENDED THAT
 GV3673'THE POSITION BE CONSIDERED LOST.  STATION AVA IS AN 1855
 GV3673'INTERMEDIATE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9300 ***********************************************************************
 AA9300  PACS        -  This is a Primary Airport Control Station.
 AA9300  DESIGNATION -  AVC A
 AA9300  PID         -  AA9300
 AA9300  STATE/COUNTY-  VA/MECKLENBURG
 AA9300  USGS QUAD   -  LA CROSSE (1981)
 AA9300
 AA9300                         *CURRENT SURVEY CONTROL
 AA9300  ___________________________________________________________________
 AA9300* NAD 83(1993)-  36 41 21.63082(N)    078 03 11.45735(W)     ADJUSTED  
 AA9300* NAVD 88     -       126.00   (meters)     413.4    (feet)  GPS OBS   
 AA9300  ___________________________________________________________________
 AA9300  X           -   1,060,012.138 (meters)                     COMP
 AA9300  Y           -  -5,009,826.310 (meters)                     COMP
 AA9300  Z           -   3,789,859.542 (meters)                     COMP
 AA9300  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 AA9300  ELLIP HEIGHT-          93.08  (meters)          (05/02/02) GPS OBS
 AA9300  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AA9300
 AA9300  HORZ ORDER  -  B
 AA9300  ELLP ORDER  -  FOURTH    CLASS II
 AA9300
 AA9300.This mark is at Mecklenburg-Brunswick Regional Airport (AVC)
 AA9300
 AA9300.The horizontal coordinates were established by GPS observations
 AA9300.and adjusted by the National Geodetic Survey in March 1998..
 AA9300
 AA9300.The orthometric height was determined by GPS observations and a
 AA9300.high-resolution geoid model.
 AA9300
 AA9300.GPS derived orthometric heights for airport stations designated as
 AA9300.PACS or SACS are published to 2 decimal places.  This maintains
 AA9300.centimeter relative accuracy between the PACS and SACS.  It does
 AA9300.not indicate centimeter accuracy relative to other marks which are
 AA9300.part of the NAVD 88 network.
 AA9300
 AA9300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9300
 AA9300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9300
 AA9300.The ellipsoidal height was determined by GPS observations
 AA9300.and is referenced to NAD 83.
 AA9300
 AA9300.The geoid height was determined by GEOID03.
 AA9300
 AA9300;                    North         East     Units Scale Factor Converg.
 AA9300;SPC VA S     - 1,039,602.524 3,539,933.628   MT  1.00001493   +0 16 16.3
 AA9300;SPC VA S     - 3,410,762.61 11,613,932.24   sFT  1.00001493   +0 16 16.3
 AA9300;UTM  17      - 4,064,458.400   763,292.534   MT  1.00045414   +1 45 42.0
 AA9300;UTM  18      - 4,064,756.060   227,201.390   MT  1.00051694   -1 49 31.2
 AA9300
 AA9300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9300!SPC VA S     -   0.99998539  x   1.00001493  =   1.00000032
 AA9300!UTM  17      -   0.99998539  x   1.00045414  =   1.00043953
 AA9300!UTM  18      -   0.99998539  x   1.00051694  =   1.00050232
 AA9300
 AA9300                          SUPERSEDED SURVEY CONTROL
 AA9300
 AA9300  ELLIP H (03/24/98)   93.14   (m)                       GP(       ) 4 1
 AA9300  NAD 83(1993)-  36 41 21.63103(N)    078 03 11.45703(W) AD(       ) B
 AA9300  ELLIP H (11/22/95)   93.17   (m)                       GP(       ) 1 1
 AA9300
 AA9300.Superseded values are not recommended for survey control.
 AA9300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9300.See file dsdata.txt to determine how the superseded data were derived.
 AA9300
 AA9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6329364458(NAD 83)
 AA9300_MARKER: I = METAL ROD
 AA9300_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9300_STAMPING: AVC A 1994
 AA9300_MARK LOGO: NGS   
 AA9300_PROJECTION: FLUSH
 AA9300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9300+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 AA9300_ROD/PIPE-DEPTH: 5    meters
 AA9300_SLEEVE-DEPTH  : 0.9 meters
 AA9300
 AA9300  HISTORY     - Date     Condition        Report By
 AA9300  HISTORY     - 1994     MONUMENTED       NOS
 AA9300  HISTORY     - 19941012 GOOD             NGS
 AA9300  HISTORY     - 19970219 GOOD             NGS
 AA9300  HISTORY     - 19970219 GOOD             NGS
 AA9300  HISTORY     - 20051201 GOOD             USPSQD
 AA9300
 AA9300                          STATION DESCRIPTION
 AA9300
 AA9300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (MLA)
 AA9300'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) WEST OF LAWRENCEVILLE,
 AA9300'10.0 MI (16.1 KM) NORTHWEST OF WHITE PLAINS AND 6.0 MI (9.7 KM) EAST
 AA9300'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT JUST EAST
 AA9300'OF THE MID-FIELD WINDSOCK AND SEGMENTED CIRCLE.  FOR ACCESS CONTACT MR
 AA9300'CHARLES POYTHRESS AIRPORT MANAGER, P.O.  BOX 445, SOUTH HILL, VA
 AA9300'23970.  PHONE (804) 729-2591 OR 729-2035.
 AA9300' 
 AA9300'TO REACH THE STATION FROM THE U.S.  HIGHWAY 58 AND INTERSTATE 85
 AA9300'JUNCTION, PROCEED EASTERLY ON U.S.  HIGHWAY 58 FOR 3.9 MI (6.3 KM) TO
 AA9300'A ROAD ON THE RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT, SOUTHERLY
 AA9300'ON REGIONAL AIRPORT ROAD FOR 0.95 MI (1.53 KM) TO THE ENTRANCE OF THE
 AA9300'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON ENTRANCE ROAD FOR
 AA9300'ABOUT 150 FT (45.7 M) TO A GATE.  PASS THRU GATE AND CONTINUE WESTERLY
 AA9300'ACROSS THE RAMP FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 AA9300' 
 AA9300'THE STATION IS LOCATED 168.7 FT (51.4 M) SOUTH-SOUTHEAST OF THE TOP OF
 AA9300'AN CULVERT UNDER THE TAXIWAY, 151.3 FT (46.1 M) SOUTH-SOUTHWEST OF THE
 AA9300'CENTERLINE OF THE CONNECTING TAXIWAY AND 75.4 FT (23.0 M) SOUTHEAST OF
 AA9300'THE MID-FIELD LIGHTED WINDSOCK.
 AA9300
 AA9300                          STATION RECOVERY (1997)
 AA9300
 AA9300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9300'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF LAWRENCEVILLE,
 AA9300'16.1 KM (10.00 MI) NORTHWEST OF WHITE PLAINS AND 9.7 KM (6.00 MI) EAST
 AA9300'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT, 1495
 AA9300'REGIONAL AIRPORT RD, BRODNAX, VA.  23920.  FOR ACCESS CONTACT AIRPORT
 AA9300'MANAGER JOHN W.  ZUBROD 804-729-2591.  OWNERSHIP--AIRPORT AUTHORITY.
 AA9300'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND
 AA9300'INTERSTATE HIGHWAY 85 GO EASTERLY ON U.S.  HIGHWAY 58 FOR 6.3 KM (3.90
 AA9300'MI) TO A PAVED ROAD RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT AND GO
 AA9300'SOUTHERLY ON REGIONAL AIRPORT ROAD FOR 1.53 KM (0.95 MI) TO THE
 AA9300'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 AA9300'ENTRANCE ROAD FOR ABOUT 45.7 M (149.9 FT) TO A GATE. PASS THROUGH THE
 AA9300'GATE AND CONTINUE WESTERLY ACROSS RAMP THEN ON TAXIWAY FOR 0.2 KM
 AA9300'(0.10 MI) TO THE STATION ON THE LEFT JUST EAST OF A LIGHTED WINDSOCK
 AA9300'AND SEGMENTED CIRCLE.  THE STATION IS 51.4 M (168.6 FT) SOUTHEAST OF
 AA9300'THE TOP OF A CULVERT UNDER THE TAXIWAY, 46.1 M (151.2 FT) SOUTH OF THE
 AA9300'CENTERLINE OF THE CONNECTING TAXIWAY AND 23.0 M (75.5 FT) SOUTHEAST OF
 AA9300'THE MID-FIELD LIGHTED WINDSOCK. NOTE--ACCESS TO THE DATUM POINT IS
 AA9300'THROUGH A 6-INCH LOGO CAP. NOTE--THIS IS A PRIMARY AIRPORT CONTROL
 AA9300'STATION (PACS) .
 AA9300
 AA9300                          STATION RECOVERY (1997)
 AA9300
 AA9300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9300'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF LAWRENCEVILLE,
 AA9300'16.1 KM (10.00 MI) NORTHWEST OF WHITE PLAINS AND 9.7 KM (6.00 MI) EAST
 AA9300'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT, 1495
 AA9300'REGIONAL AIRPORT RD, BRODNAX, VA.  23920.  FOR ACCESS CONTACT AIRPORT
 AA9300'MANAGER JOHN W.  ZUBROD 804-729-2591.  OWNERSHIP--AIRPORT AUTHORITY.
 AA9300'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND
 AA9300'INTERSTATE HIGHWAY 85 GO EASTERLY ON U.S.  HIGHWAY 58 FOR 6.3 KM (3.90
 AA9300'MI) TO A PAVED ROAD RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT AND GO
 AA9300'SOUTHERLY ON REGIONAL AIRPORT ROAD FOR 1.53 KM (0.95 MI) TO THE
 AA9300'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 AA9300'ENTRANCE ROAD FOR ABOUT 45.7 M (149.9 FT) TO A GATE. PASS THROUGH THE
 AA9300'GATE AND CONTINUE WESTERLY ACROSS RAMP THEN ON TAXIWAY FOR 0.2 KM
 AA9300'(0.10 MI) TO THE STATION ON THE LEFT JUST EAST OF A LIGHTED WINDSOCK
 AA9300'AND SEGMENTED CIRCLE.  THE STATION IS 51.4 M (168.6 FT) SOUTHEAST OF
 AA9300'THE TOP OF A CULVERT UNDER THE TAXIWAY, 46.1 M (151.2 FT) SOUTH OF THE
 AA9300'CENTERLINE OF THE CONNECTING TAXIWAY AND 23.0 M (75.5 FT) SOUTHEAST OF
 AA9300'THE MID-FIELD LIGHTED WINDSOCK. NOTE--ACCESS TO THE DATUM POINT IS
 AA9300'THROUGH A 6-INCH LOGO CAP. NOTE--THIS IS A PRIMARY AIRPORT CONTROL
 AA9300'STATION (PACS) .
 AA9300
 AA9300                          STATION RECOVERY (2005)
 AA9300
 AA9300'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 AA9300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9301 ***********************************************************************
 AA9301  SACS        -  This is a Secondary Airport Control Station.
 AA9301  DESIGNATION -  AVC B
 AA9301  PID         -  AA9301
 AA9301  STATE/COUNTY-  VA/MECKLENBURG
 AA9301  USGS QUAD   -  LA CROSSE (1981)
 AA9301
 AA9301                         *CURRENT SURVEY CONTROL
 AA9301  ___________________________________________________________________
 AA9301* NAD 83(1993)-  36 41 42.31022(N)    078 03 15.64457(W)     ADJUSTED  
 AA9301* NAVD 88     -       133.75   (meters)     438.8    (feet)  GPS OBS   
 AA9301  ___________________________________________________________________
 AA9301  X           -   1,059,832.888 (meters)                     COMP
 AA9301  Y           -  -5,009,481.277 (meters)                     COMP
 AA9301  Z           -   3,790,375.339 (meters)                     COMP
 AA9301  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 AA9301  ELLIP HEIGHT-         100.85  (meters)          (05/15/02) GPS OBS
 AA9301  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AA9301
 AA9301  HORZ ORDER  -  FIRST
 AA9301  ELLP ORDER  -  FIFTH     CLASS II
 AA9301
 AA9301.This mark is at Mecklenburg-Brunswick Regional Airport (AVC)
 AA9301
 AA9301.The horizontal coordinates were established by GPS observations
 AA9301.and adjusted by the National Geodetic Survey in April 1998..
 AA9301
 AA9301.The orthometric height was determined by GPS observations and a
 AA9301.high-resolution geoid model.
 AA9301
 AA9301.GPS derived orthometric heights for airport stations designated as
 AA9301.PACS or SACS are published to 2 decimal places.  This maintains
 AA9301.centimeter relative accuracy between the PACS and SACS.  It does
 AA9301.not indicate centimeter accuracy relative to other marks which are
 AA9301.part of the NAVD 88 network.
 AA9301
 AA9301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9301
 AA9301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9301
 AA9301.The ellipsoidal height was determined by GPS observations
 AA9301.and is referenced to NAD 83.
 AA9301
 AA9301.The geoid height was determined by GEOID03.
 AA9301
 AA9301;                    North         East     Units Scale Factor Converg.
 AA9301;SPC VA S     - 1,040,239.488 3,539,826.668   MT  1.00001376   +0 16 13.7
 AA9301;SPC VA S     - 3,412,852.39 11,613,581.33   sFT  1.00001376   +0 16 13.7
 AA9301;UTM  17      - 4,065,092.644   763,168.986   MT  1.00045334   +1 45 40.3
 AA9301;UTM  18      - 4,065,396.833   227,117.763   MT  1.00051751   -1 49 34.6
 AA9301
 AA9301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9301!SPC VA S     -   0.99998417  x   1.00001376  =   0.99999793
 AA9301!UTM  17      -   0.99998417  x   1.00045334  =   1.00043751
 AA9301!UTM  18      -   0.99998417  x   1.00051751  =   1.00050167
 AA9301
 AA9301                          SUPERSEDED SURVEY CONTROL
 AA9301
 AA9301  ELLIP H (04/02/98)  100.90   (m)                       GP(       ) 4 2
 AA9301  NAD 83(1993)-  36 41 42.31043(N)    078 03 15.64425(W) AD(       ) 1
 AA9301  ELLIP H (11/30/95)  100.94   (m)                       GP(       ) 4 2
 AA9301
 AA9301.Superseded values are not recommended for survey control.
 AA9301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9301.See file dsdata.txt to determine how the superseded data were derived.
 AA9301
 AA9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6316965093(NAD 83)
 AA9301_MARKER: DD = SURVEY DISK
 AA9301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9301_STAMPING: AVC B 1994
 AA9301_MARK LOGO: NOS   
 AA9301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9301+STABILITY: SURFACE MOTION
 AA9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9301+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 AA9301
 AA9301  HISTORY     - Date     Condition        Report By
 AA9301  HISTORY     - 1994     MONUMENTED       NOS
 AA9301  HISTORY     - 19941012 GOOD             NGS
 AA9301  HISTORY     - 19970219 GOOD             NGS
 AA9301  HISTORY     - 20051201 GOOD             USPSQD
 AA9301
 AA9301                          STATION DESCRIPTION
 AA9301
 AA9301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (MLA)
 AA9301'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) WEST OF LAWRENCEVILLE,
 AA9301'10.0 MI (16.1 KM) NORTHWEST OF WHITE PLAINS AND 6.0 MI (9.7 KM) EAST
 AA9301'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT JUST EAST
 AA9301'OF RUNWAY END 19.  FOR ACCESS CONTACT MR CHARLES POYTHRESS AIRPORT
 AA9301'MANAGER, P.O.  BOX 445, SOUTH HILL, VA 23970.  PHONE (804) 729-2591 OR
 AA9301'729-2035.
 AA9301' 
 AA9301'TO REACH THE STATION FROM THE U.S.  HIGHWAY 58 AND INTERSTATE 85
 AA9301'JUNCTION, PROCEED EASTERLY ON U.S.  HIGHWAY 58 FOR 3.9 MI (6.3 KM) TO
 AA9301'A ROAD ON THE RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT, SOUTHERLY
 AA9301'ON REGIONAL AIRPORT ROAD FOR 0.95 MI (1.53 KM) TO THE ENTRANCE OF THE
 AA9301'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON ENTRANCE ROAD FOR
 AA9301'ABOUT 150 FT (45.7 M) TO A GATE.  PASS THRU GATE AND CONTINUE WESTERLY
 AA9301'ACROSS THE RAMP FOR 0.2 MI (0.3 KM) TO THE EAST EDGE OF RUNWAY 1-19.
 AA9301'TURN RIGHT AND GO NORTHERLY ON RUNWAY 1-19 FOR 0.40 MI (0.64 KM) TO
 AA9301'THE STATION ON THE RIGHT.
 AA9301' 
 AA9301'THE STATION IS LOCATED 181.4 FT (55.3 M) SOUTH-SOUTHEAST OF THE
 AA9301'EASTERNMOST OF EIGHT RUNWAY THRESHOLD LIGHTS, 142.4 FT (43.4 M)
 AA9301'SOUTHEAST OF THE CENTERLINE END OF THE RUNWAY, 98.8 FT (30.1 M)
 AA9301'EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE EAST SIDE OF THE
 AA9301'RUNWAY AND 21.5 FT (6.6 M) EAST OF THE EAST EDGE OF THE TURN-OUT.
 AA9301
 AA9301                          STATION RECOVERY (1997)
 AA9301
 AA9301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9301'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF LAWRENCEVILLE,
 AA9301'16.1 KM (10.00 MI) NORTHWEST OF WHITE PLAINS AND 9.7 KM (6.00 MI) EAST
 AA9301'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT, 1495
 AA9301'REGIONAL AIRPORT RD, BRODNAX, VA.  23920.  FOR ACCESS CONTACT AIRPORT
 AA9301'MANAGER JOHN W.  ZUBROD 804-729-2591.  OWNERSHIP--AIRPORT AUTHORITY.
 AA9301'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND
 AA9301'INTERSTATE HIGHWAY 85 GO EASTERLY ON U.S.  HIGHWAY 58 FOR 6.3 KM (3.90
 AA9301'MI) TO A PAVED ROAD RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT AND GO
 AA9301'SOUTHERLY ON REGIONAL AIRPORT ROAD FOR 1.53 KM (0.95 MI) TO THE
 AA9301'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 AA9301'ENTRANCE ROAD FOR ABOUT 45.7 M (149.9 FT) TO A GATE. PASS THROUGH THE
 AA9301'GATE AND CONTINUE WESTERLY ACROSS RAMP THEN ON TAXIWAY FOR 0.3 KM
 AA9301'(0.20 MI) TO THE EAST EDGE OF RUNWAY 1-19.  TURN RIGHT AND GO NORTH ON
 AA9301'RUNWAY 1-19 FOR 0.64 KM (0.40 MI) TO THE RUNWAY END AND THE STATION OF
 AA9301'THE RIGHT JUST EAST OF THE PAVED TURNAROUND. THE STATION IS LOCATED
 AA9301'42.3 M (138.8 FT) EAST OF THE RUNWAY CENTERLINE, 30.3 M (99.4 FT)
 AA9301'SOUTHEAST OF THE EASTERNMOST ONE OF EIGHT RUNWAY THRESHOLD LIGHTS,
 AA9301'16.6 M (54.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE PAVED
 AA9301'TURNAROUND, 11.0 M (36.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AA9301'PAVED TURNAROUND, 6.5 M (21.3 FT) EAST OF THE EDGE OF THE TURNAROUND.
 AA9301'THE MARK IS SET FLUSH WITH THE LEVEL OF THE GROUND.  NOTE--THIS IS A
 AA9301'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AA9301
 AA9301                          STATION RECOVERY (2005)
 AA9301
 AA9301'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 AA9301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9302 ***********************************************************************
 AA9302  SACS        -  This is a Secondary Airport Control Station.
 AA9302  DESIGNATION -  AVC C
 AA9302  PID         -  AA9302
 AA9302  STATE/COUNTY-  VA/MECKLENBURG
 AA9302  USGS QUAD   -  LA CROSSE (1981)
 AA9302
 AA9302                         *CURRENT SURVEY CONTROL
 AA9302  ___________________________________________________________________
 AA9302* NAD 83(1993)-  36 40 53.12464(N)    078 03 13.15932(W)     ADJUSTED  
 AA9302* NAVD 88     -       114.43   (meters)     375.4    (feet)  GPS OBS   
 AA9302  ___________________________________________________________________
 AA9302  X           -   1,060,077.544 (meters)                     COMP
 AA9302  Y           -  -5,010,339.573 (meters)                     COMP
 AA9302  Z           -   3,789,147.947 (meters)                     COMP
 AA9302  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 AA9302  ELLIP HEIGHT-          81.50  (meters)          (05/15/02) GPS OBS
 AA9302  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AA9302
 AA9302  HORZ ORDER  -  FIRST
 AA9302  ELLP ORDER  -  FIFTH     CLASS II
 AA9302
 AA9302.This mark is at Mecklenburg-Brunswick Regional Airport (AVC)
 AA9302
 AA9302.The horizontal coordinates were established by GPS observations
 AA9302.and adjusted by the National Geodetic Survey in April 1998..
 AA9302
 AA9302.The orthometric height was determined by GPS observations and a
 AA9302.high-resolution geoid model.
 AA9302
 AA9302.GPS derived orthometric heights for airport stations designated as
 AA9302.PACS or SACS are published to 2 decimal places.  This maintains
 AA9302.centimeter relative accuracy between the PACS and SACS.  It does
 AA9302.not indicate centimeter accuracy relative to other marks which are
 AA9302.part of the NAVD 88 network.
 AA9302
 AA9302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9302
 AA9302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9302
 AA9302.The ellipsoidal height was determined by GPS observations
 AA9302.and is referenced to NAD 83.
 AA9302
 AA9302.The geoid height was determined by GEOID03.
 AA9302
 AA9302;                    North         East     Units Scale Factor Converg.
 AA9302;SPC VA S     - 1,038,723.603 3,539,895.530   MT  1.00001657   +0 16 15.2
 AA9302;SPC VA S     - 3,407,879.02 11,613,807.25   sFT  1.00001657   +0 16 15.2
 AA9302;UTM  17      - 4,063,578.400   763,277.301   MT  1.00045405   +1 45 39.8
 AA9302;UTM  18      - 4,063,878.681   227,131.131   MT  1.00051742   -1 49 31.0
 AA9302
 AA9302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9302!SPC VA S     -   0.99998721  x   1.00001657  =   1.00000378
 AA9302!UTM  17      -   0.99998721  x   1.00045405  =   1.00044125
 AA9302!UTM  18      -   0.99998721  x   1.00051742  =   1.00050462
 AA9302
 AA9302                          SUPERSEDED SURVEY CONTROL
 AA9302
 AA9302  ELLIP H (04/02/98)   81.55   (m)                       GP(       ) 4 2
 AA9302  NAD 83(1993)-  36 40 53.12485(N)    078 03 13.15900(W) AD(       ) 1
 AA9302  ELLIP H (11/30/95)   81.58   (m)                       GP(       ) 4 2
 AA9302
 AA9302.Superseded values are not recommended for survey control.
 AA9302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9302.See file dsdata.txt to determine how the superseded data were derived.
 AA9302
 AA9302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6327763578(NAD 83)
 AA9302_MARKER: DD = SURVEY DISK
 AA9302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9302_STAMPING: AVC C 1994
 AA9302_MARK LOGO: NOS   
 AA9302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9302+STABILITY: SURFACE MOTION
 AA9302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9302+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 AA9302
 AA9302  HISTORY     - Date     Condition        Report By
 AA9302  HISTORY     - 1994     MONUMENTED       NOS
 AA9302  HISTORY     - 19941012 GOOD             NGS
 AA9302  HISTORY     - 19970219 GOOD             NGS
 AA9302  HISTORY     - 20051201 GOOD             USPSQD
 AA9302
 AA9302                          STATION DESCRIPTION
 AA9302
 AA9302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (MLA)
 AA9302'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) WEST OF LAWRENCEVILLE,
 AA9302'10.0 MI (16.1 KM) NORTHWEST OF WHITE PLAINS AND 6.0 MI (9.7 KM) EAST
 AA9302'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT JUST EAST
 AA9302'OF RUNWAY END 1.  FOR ACCESS CONTACT MR CHARLES POYTHRESS AIRPORT
 AA9302'MANAGER, P.O.  BOX 445, SOUTH HILL, VA 23970.  PHONE (804) 729-2591 OR
 AA9302'729-2035.
 AA9302' 
 AA9302'TO REACH THE STATION FROM THE U.S.  HIGHWAY 58 AND INTERSTATE 85
 AA9302'JUNCTION, PROCEED EASTERLY ON U.S.  HIGHWAY 58 FOR 3.9 MI (6.3 KM) TO
 AA9302'A ROAD ON THE RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT, SOUTHERLY
 AA9302'ON REGIONAL AIRPORT ROAD FOR 0.95 MI (1.53 KM) TO THE ENTRANCE OF THE
 AA9302'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON ENTRANCE ROAD FOR
 AA9302'ABOUT 150 FT (45.7 M) TO A GATE.  PASS THRU GATE AND CONTINUE WESTERLY
 AA9302'ACROSS THE RAMP FOR 0.2 MI (0.3 KM) TO THE EAST EDGE OF RUNWAY 1-19.
 AA9302'TURN LEFT AND GO SOUTHERLY ON RUNWAY 1-19 FOR 0.6 MI (1.0 KM) TO THE
 AA9302'STATION ON THE LEFT.
 AA9302' 
 AA9302'THE STATION IS LOCATED 210.1 FT (64.0 M) SOUTH OF THE FRIST RUNWAY
 AA9302'LIGHT ON THE EAST SIDE OF THE RUNWAY, 133.25 FT (40.61 M)
 AA9302'SOUTH-SOUTHEAST OF THE CENTERLINE END OF RUNWAY 1, 86.6 FT (26.4 M)
 AA9302'EAST OF THE EASTERLY RUNWAY THRESHOLD LIGHT AND 10.6 FT (3.2 M) WEST
 AA9302'OF A CARSONITE WITNESS POST.
 AA9302
 AA9302                          STATION RECOVERY (1997)
 AA9302
 AA9302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9302'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF LAWRENCEVILLE,
 AA9302'16.1 KM (10.00 MI) NORTHWEST OF WHITE PLAINS AND 9.7 KM (6.00 MI) EAST
 AA9302'OF SOUTH HILL AT THE MECKLENBURG-BRUNSWICK REGIONAL AIRPORT, 1495
 AA9302'REGIONAL AIRPORT RD, BRODNAX, VA.  23920.  FOR ACCESS CONTACT AIRPORT
 AA9302'MANAGER JOHN W.  ZUBROD 804-729-2591.  OWNERSHIP--AIRPORT AUTHORITY.
 AA9302'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND
 AA9302'INTERSTATE HIGHWAY 85 GO EASTERLY ON U.S.  HIGHWAY 58 FOR 6.3 KM (3.90
 AA9302'MI) TO A PAVED ROAD RIGHT (REGIONAL AIRPORT ROAD) .  TURN RIGHT AND GO
 AA9302'SOUTHERLY ON REGIONAL AIRPORT ROAD FOR 1.53 KM (0.95 MI) TO THE
 AA9302'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 AA9302'ENTRANCE ROAD FOR ABOUT 45.7 M (149.9 FT) TO A GATE. PASS THROUGH THE
 AA9302'GATE AND CONTINUE WESTERLY ACROSS RAMP THEN ON TAXIWAY FOR 0.3 KM
 AA9302'(0.20 MI) TO THE EAST EDGE OF RUNWAY 1-19.  TURN LEFT AND GO SOUTH ON
 AA9302'RUNWAY 1-19 FOR 1.0 KM (0.60 MI) TO THE END OF THE RUNWAY AND THE
 AA9302'STATION ON THE LEFT JUST EAST OF THE PAVED TURNAROUND.  THE STATION IS
 AA9302'64.0 M (210.0 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT ON THE EAST SIDE
 AA9302'OF THE RUNWAY, 40.6 M (133.2 FT) EAST OF THE RUNWAY CENTERLINE, 26.4 M
 AA9302'(86.6 FT) EAST OF THE EASTERNMOST ONE OF EIGHT RUNWAY THRESHOLD LIGHTS
 AA9302'AND 3.2 M (10.5 FT) WEST OF A CARSONITE WITNESS POST.  NOTE--THIS IS A
 AA9302'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AA9302
 AA9302                          STATION RECOVERY (2005)
 AA9302
 AA9302'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 AA9302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3027 ***********************************************************************
 FY3027  DESIGNATION -  AVERETT
 FY3027  PID         -  FY3027
 FY3027  STATE/COUNTY-  VA/MECKLENBURG
 FY3027  USGS QUAD   -  NELSON (1988)
 FY3027
 FY3027                         *CURRENT SURVEY CONTROL
 FY3027  ___________________________________________________________________
 FY3027* NAD 83(1993)-  36 34 35.37554(N)    078 38 36.13130(W)     ADJUSTED  
 FY3027* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 FY3027  ___________________________________________________________________
 FY3027  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FY3027  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 FY3027
 FY3027  HORZ ORDER  -  FIRST
 FY3027
 FY3027.The horizontal coordinates were established by classical geodetic methods
 FY3027.and adjusted by the National Geodetic Survey in September 1995..
 FY3027
 FY3027.The orthometric height was scaled from a topographic map.
 FY3027
 FY3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3027
 FY3027.The geoid height was determined by GEOID03.
 FY3027
 FY3027;                    North         East     Units Scale Factor Converg.
 FY3027;SPC VA S     - 1,026,994.518 3,487,167.479   MT  1.00003996   -0 05 13.3
 FY3027;SPC VA S     - 3,369,397.85 11,440,815.30   sFT  1.00003996   -0 05 13.3
 FY3027;SPC NC       -   313,630.843   641,525.063   MT  1.00014021   +0 12 21.0
 FY3027;SPC NC       - 1,028,970.52  2,104,736.81   sFT  1.00014021   +0 12 21.0
 FY3027;UTM  17      - 4,050,477.945   710,858.248   MT  1.00014780   +1 24 17.4
 FY3027
 FY3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3027!SPC VA S     -   0.99998081  x   1.00003996  =   1.00002077
 FY3027!SPC NC       -   0.99998081  x   1.00014021  =   1.00012102
 FY3027!UTM  17      -   0.99998081  x   1.00014780  =   1.00012861
 FY3027
 FY3027:                Primary Azimuth Mark                     Grid Az
 FY3027:SPC VA S     -  AVERETT RM 1                             082 28 46.8
 FY3027:SPC NC       -  AVERETT RM 1                             082 11 12.5
 FY3027:UTM  17      -  AVERETT RM 1                             080 59 16.1
 FY3027
 FY3027|---------------------------------------------------------------------|
 FY3027| PID    Reference Object                     Distance      Geod. Az  |
 FY3027|                                                           dddmmss.s |
 FY3027| DC5551 AVERETT RM 1                                       0822333.5 |
 FY3027| DC5552 AVERETT RM 2                         29.913 METERS 19559     |
 FY3027| DC5105 AVERETT RM 3                         20.452 METERS 32731     |
 FY3027|---------------------------------------------------------------------|
 FY3027
 FY3027                          SUPERSEDED SURVEY CONTROL
 FY3027
 FY3027  NAD 83(1986)-  36 34 35.37579(N)    078 38 36.13805(W) AD(       ) 1
 FY3027  NAD 27      -  36 34 34.87400(N)    078 38 37.12900(W) AD(       ) 1
 FY3027
 FY3027.Superseded values are not recommended for survey control.
 FY3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3027.See file dsdata.txt to determine how the superseded data were derived.
 FY3027
 FY3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1085850478(NAD 83)
 FY3027_MARKER: DS = TRIANGULATION STATION DISK
 FY3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3027+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY3027
 FY3027  HISTORY     - Date     Condition        Report By
 FY3027  HISTORY     - 1933     MONUMENTED       CGS
 FY3027  HISTORY     - 20051026 GOOD             USPSQD
 FY3027
 FY3027                          STATION DESCRIPTION
 FY3027
 FY3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY3027'STATION IS 5-1/2 MILES SOUTHWEST OF CLARKSVILLE, 8 MILES
 FY3027'EAST-NORTHEAST OF VIRGILINA, 2-1/2 MILES NORTH OF STATE
 FY3027'LINE, AND NEAR AVERETT SIDING ON SOUTHERN RAILWAY, ON LAND
 FY3027'OF MRS. ELLA SIZEMORE.  TO REACH FROM SOUTH CLARKSVILLE
 FY3027'RAILROAD STATION, GO WEST 2.7 MILES ON ROUTE 58 TO JUNCTION
 FY3027'WITH ROUTE 59, TURN LEFT ON ROUTE 59, PROCEED 1.4 MILES
 FY3027'AND CROSS RAILROAD AT BUFFALO JUNCTION, CONTINUE 2.15 MILES
 FY3027'ON MAIN ROAD WHICH FOLLOWS RAILROAD OR 0.95 MILE BEYOND
 FY3027'ANOTHER RAILROAD CROSSING, TURN LEFT ONTO T-ROAD AT TOP
 FY3027'OF GRADE, PROCEED 0.35 MILE OR 0.2 MILE BEYOND RAILROAD
 FY3027'CROSSING AND TURN RIGHT INTO MRS. SIZEMORES YARD.  STATION
 FY3027'IS ON WEST SIDE OF SMALL APPLE ORCHARD, 68 FEET SOUTHEAST
 FY3027'OF CENTER OF WELL IN BACK OF HOUSE, 43 FEET SOUTH OF MORE
 FY3027'NORTHERLY OF 2 LARGE OAK TREES, AND 26 FEET EAST OF MORE
 FY3027'SOUTHERLY OF THESE TREES.  SURFACE AND UNDERGROUND
 FY3027'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 FY3027'NOTES 1A AND 7A.  REFERENCE MARK NO. 1 IS A STANDARD
 FY3027'REFERENCE DISK IN A BOULDER, NOTE 12C, IN PLOWED FIELD,
 FY3027'50 FEET SOUTH OF CENTER LINE OF EAST-AND-WEST ROAD, 80 FEET
 FY3027'SOUTHWEST OF MORE EASTERLY OF 2 OLD TOBACCO SHEDS ON SOUTH
 FY3027'SIDE OF EAST-AND-WEST ROAD, 125 FEET EAST OF MORE WESTERLY
 FY3027'OF THESE SHEDS, AND APPROXIMATELY 0.2 MILE FROM STATION
 FY3027'N 82 DEG 24 MIN E.  REFERENCE MARKS NOS. 2
 FY3027'AND 3 ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 FY3027'11A.  NO. 2 IS 1-1/2 FEET EAST OF FENCE ON WEST SIDE OF
 FY3027'HOG PEN, 35 FEET, SOUTH OF SOUTHEAST CORNER OF LOG BARN IN
 FY3027'BACK YARD, AND 95.14 FEET FROM STATION S 15 DEG 59 MIN W
 FY3027'NO. 3 IS IN SOUTHWEST CORNER OF 10-FOOT
 FY3027'BASE OF WELL WHICH PROJECTS 4 INCHES ABOVE GROUND, AND
 FY3027'67.10 FEET FROM STATION N 32 DEG 29 MIN W.
 FY3027
 FY3027                          STATION RECOVERY (2005)
 FY3027
 FY3027'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY3027'STATION AND RM 2 FOUND IN GOOD CONDITION, RM1 AND 3 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5622 ***********************************************************************
 GV5622  DESIGNATION -  AVIATION BCN WHITE AND RED FL
 GV5622  PID         -  GV5622
 GV5622  STATE/COUNTY-  VA/CHESTERFIELD
 GV5622  USGS QUAD   -  CHESTERFIELD (1994)
 GV5622
 GV5622                         *CURRENT SURVEY CONTROL
 GV5622  ___________________________________________________________________
 GV5622* NAD 83(1993)-  37 26 21.42936(N)    077 36 21.63857(W)     ADJUSTED  
 GV5622* NAVD 88     -                                                        
 GV5622  ___________________________________________________________________
 GV5622  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GV5622  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5622
 GV5622  HORZ ORDER  -  THIRD
 GV5622
 GV5622.The horizontal coordinates were established by classical geodetic methods
 GV5622.and adjusted by the National Geodetic Survey in September 1995..
 GV5622
 GV5622
 GV5622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5622
 GV5622.The geoid height was determined by GEOID03.
 GV5622
 GV5622;                    North         East     Units Scale Factor Converg.
 GV5622;SPC VA S     - 1,123,107.736 3,579,109.921   MT  0.99994618   +0 32 33.3
 GV5622;SPC VA S     - 3,684,729.30 11,742,463.13   sFT  0.99994618   +0 32 33.3
 GV5622;UTM  18      - 4,146,794.281   269,447.215   MT  1.00025480   -1 35 05.8
 GV5622
 GV5622                          SUPERSEDED SURVEY CONTROL
 GV5622
 GV5622  NAD 83(1993)-  37 26 21.42945(N)    077 36 21.63856(W) AD(       ) 4
 GV5622  NAD 83(1986)-  37 26 21.43552(N)    077 36 21.65583(W) AD(       ) 4
 GV5622  NAD 27      -  37 26 20.90500(N)    077 36 22.69200(W) AD(       ) 3
 GV5622
 GV5622.Superseded values are not recommended for survey control.
 GV5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5622.See file dsdata.txt to determine how the superseded data were derived.
 GV5622
 GV5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6944746794(NAD 83)
 GV5622_MARKER: 22 = AIRWAY BEACON
 GV5622
 GV5622  HISTORY     - Date     Condition        Report By
 GV5622  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV5622  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 GV5622  HISTORY     - 20050812 MARK NOT FOUND   USPSQD
 GV5622
 GV5622                          STATION DESCRIPTION
 GV5622
 GV5622'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0379 ***********************************************************************
 DI0379  DESIGNATION -  AVOCET
 DI0379  PID         -  DI0379
 DI0379  STATE/COUNTY-  VA/STAFFORD
 DI0379  USGS QUAD   -  STORCK (1984)
 DI0379
 DI0379                         *CURRENT SURVEY CONTROL
 DI0379  ___________________________________________________________________
 DI0379* NAD 83(1993)-  38 24 10.41183(N)    077 35 44.32050(W)     ADJUSTED  
 DI0379* NAVD 88     -        90.3    (meters)     296.     (feet)  GPS OBS   
 DI0379  ___________________________________________________________________
 DI0379  X           -   1,075,082.811 (meters)                     COMP
 DI0379  Y           -  -4,887,985.335 (meters)                     COMP
 DI0379  Z           -   3,940,623.680 (meters)                     COMP
 DI0379  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DI0379  ELLIP HEIGHT-          58.05  (meters)          (06/12/06) GPS OBS
 DI0379  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DI0379
 DI0379  HORZ ORDER  -  FIRST
 DI0379  ELLP ORDER  -  FOURTH    CLASS I
 DI0379
 DI0379.The horizontal coordinates were established by GPS observations
 DI0379.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2006..
 DI0379
 DI0379.The orthometric height was determined by GPS observations and a
 DI0379.high-resolution geoid model.
 DI0379
 DI0379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0379
 DI0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0379
 DI0379.The ellipsoidal height was determined by GPS observations
 DI0379.and is referenced to NAD 83.
 DI0379
 DI0379.The geoid height was determined by GEOID03.
 DI0379
 DI0379;                    North         East     Units Scale Factor Converg.
 DI0379;SPC VA N     - 2,082,108.532 3,578,990.424   MT  0.99995536   +0 33 51.9
 DI0379;SPC VA N     - 6,831,051.08 11,742,071.08   sFT  0.99995536   +0 33 51.9
 DI0379;UTM  18      - 4,253,708.713   273,343.888   MT  1.00023271   -1 36 47.0
 DI0379
 DI0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0379!SPC VA N     -   0.99999089  x   0.99995536  =   0.99994625
 DI0379!UTM  18      -   0.99999089  x   1.00023271  =   1.00022360
 DI0379
 DI0379|---------------------------------------------------------------------|
 DI0379| PID    Reference Object                     Distance      Geod. Az  |
 DI0379|                                                           dddmmss.s |
 DI0379| DI0380 AVOCET AZ                           385.645 METERS 35855     |
 DI0379|---------------------------------------------------------------------|
 DI0379
 DI0379                          SUPERSEDED SURVEY CONTROL
 DI0379
 DI0379.No superseded survey control is available for this station.
 DI0379
 DI0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7334453709(NAD 83)
 DI0379_MARKER: DD = SURVEY DISK
 DI0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0379_STAMPING: AVOCET 2006
 DI0379_MARK LOGO: VA-179
 DI0379_PROJECTION: FLUSH
 DI0379_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0379+STABILITY: SURFACE MOTION
 DI0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0379+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DI0379
 DI0379  HISTORY     - Date     Condition        Report By
 DI0379  HISTORY     - 20060301 MONUMENTED       GEOMET
 DI0379
 DI0379                          STATION DESCRIPTION
 DI0379
 DI0379'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0379'THE STATION IS LOCATED ABOUT 16.6 KM (10.3 MILES) NORTHWEST OF
 DI0379'FREDERICKSBURG, AND 15.6 KM (9.7 MILES) SOUTHWEST OF STAFFORD.
 DI0379' 
 DI0379'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND US
 DI0379'HIGHWAY ROUTE 17 (WARRENTON ROAD), GO WEST ON ROUTE 17 FOR 6.6 KM (4.1
 DI0379'MILES) TO ITS INTERSECTION WITH POPLAR ROAD.  CONTINUE WEST ON ROUTE
 DI0379'17 FOR 4.3 KM (2.7 MILES) TO ITS INTERSECTION WITH STATE ROUTE 706
 DI0379'(MARSH ROAD).  TURN LEFT AND GO SOUTH ON ROUTE 706 FOR 0.2 KM (0.1
 DI0379'MILE) TO ITS INTERSECTION WITH MARSH RUN ROAD.  TURN RIGHT AND GO
 DI0379'SOUTH ON MARSH RUN ROAD FOR 0.5 KM (0.3 MILE) TO ITS INTERSECTION WITH
 DI0379'AVOCET WAY.  TURN RIGHT AND GO WEST ON AVOCET WAY FOR 0.3 KM (0.2
 DI0379'MILE) TO THE STATION ON THE LEFT.
 DI0379' 
 DI0379'THE STATION IS 36.0 METERS (118.2 FEET) WEST FROM A MAIL BOX NUMBERED
 DI0379'65, 15.2 METERS (50.0 FEET) NORTHWEST FROM A TELEPHONE PEDESTAL, 14.0
 DI0379'METERS (46.0 FEET) SOUTH FROM ANOTHER TELEPHONE PEDESTAL, 5.2 METERS
 DI0379'(17.0 FEET) SOUTH FROM THE CENTERLINE OF AVOCET WAY, 2.1 METERS (7.0
 DI0379'FEET) SOUTH FROM THE EDGE OF PAVEMENT OF AVOCET WAY, AND 0.3 METER
 DI0379'(1.0 FOOT) NORTH FROM A WITNESS POST.  THE STATION IS A STANDARD
 DI0379'STAFFORD COUNTY, VA ALUMINUM SURVEY DISK SET INTO A POURED IN PLACE
 DI0379'CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND SURFACE
 DI0379'AND STAMPED AVOCET 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0380 ***********************************************************************
 DI0380  DESIGNATION -  AVOCET AZ
 DI0380  PID         -  DI0380
 DI0380  STATE/COUNTY-  VA/STAFFORD
 DI0380  USGS QUAD   -  STORCK (1984)
 DI0380
 DI0380                         *CURRENT SURVEY CONTROL
 DI0380  ___________________________________________________________________
 DI0380* NAD 83(1993)-  38 24 22.91654(N)    077 35 44.62014(W)     ADJUSTED  
 DI0380* NAVD 88     -        87.4    (meters)     287.     (feet)  GPS OBS   
 DI0380  ___________________________________________________________________
 DI0380  X           -   1,075,023.775 (meters)                     COMP
 DI0380  Y           -  -4,887,750.765 (meters)                     COMP
 DI0380  Z           -   3,940,924.054 (meters)                     COMP
 DI0380  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DI0380  ELLIP HEIGHT-          55.18  (meters)          (06/12/06) GPS OBS
 DI0380  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DI0380
 DI0380  HORZ ORDER  -  FIRST
 DI0380  ELLP ORDER  -  FOURTH    CLASS I
 DI0380
 DI0380.The horizontal coordinates were established by GPS observations
 DI0380.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2006..
 DI0380
 DI0380.The orthometric height was determined by GPS observations and a
 DI0380.high-resolution geoid model.
 DI0380
 DI0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0380
 DI0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0380
 DI0380.The ellipsoidal height was determined by GPS observations
 DI0380.and is referenced to NAD 83.
 DI0380
 DI0380.The geoid height was determined by GEOID03.
 DI0380
 DI0380;                    North         East     Units Scale Factor Converg.
 DI0380;SPC VA N     - 2,082,494.001 3,578,979.357   MT  0.99995514   +0 33 51.7
 DI0380;SPC VA N     - 6,832,315.73 11,742,034.77   sFT  0.99995514   +0 33 51.7
 DI0380;UTM  18      - 4,254,094.431   273,347.476   MT  1.00023269   -1 36 47.7
 DI0380
 DI0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0380!SPC VA N     -   0.99999134  x   0.99995514  =   0.99994648
 DI0380!UTM  18      -   0.99999134  x   1.00023269  =   1.00022403
 DI0380
 DI0380|---------------------------------------------------------------------|
 DI0380| PID    Reference Object                     Distance      Geod. Az  |
 DI0380|                                                           dddmmss.s |
 DI0380| DI0379 AVOCET                              385.645 METERS 17855     |
 DI0380|---------------------------------------------------------------------|
 DI0380
 DI0380                          SUPERSEDED SURVEY CONTROL
 DI0380
 DI0380.No superseded survey control is available for this station.
 DI0380
 DI0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7334754094(NAD 83)
 DI0380_MARKER: DD = SURVEY DISK
 DI0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0380_STAMPING: AVOCET AZ 2006
 DI0380_MARK LOGO: VA-179
 DI0380_PROJECTION: FLUSH
 DI0380_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0380+STABILITY: SURFACE MOTION
 DI0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0380+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DI0380
 DI0380  HISTORY     - Date     Condition        Report By
 DI0380  HISTORY     - 20060301 MONUMENTED       GEOMET
 DI0380
 DI0380                          STATION DESCRIPTION
 DI0380
 DI0380'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0380'THE STATION IS LOCATED ABOUT 16.6 KM (10.3 MILES) NORTHWEST OF
 DI0380'FREDERICKSBURG, AND 15.6 KM (9.7 MILES) SOUTHWEST OF STAFFORD.
 DI0380' 
 DI0380'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND US
 DI0380'HIGHWAY ROUTE 17 (WARRENTON ROAD), GO WEST ON ROUTE 17 FOR 6.6 KM (4.1
 DI0380'MILES) TO ITS INTERSECTION WITH POPLAR ROAD.  CONTINUE WEST ON ROUTE
 DI0380'17 FOR 4.3 KM (2.7 MILES) TO ITS INTERSECTION WITH STATE ROUTE 706
 DI0380'(MARSH ROAD).  TURN LEFT AND GO SOUTH ON ROUTE 706 FOR 0.2 KM (0.1
 DI0380'MILE) TO ITS INTERSECTION WITH MARSH RUN ROAD.  TURN RIGHT AND GO
 DI0380'SOUTH ON MARSH RUN ROAD FOR 0.08 KM (0.05 MILE) TO ITS INTERSECTION
 DI0380'WITH KESTRAL LANE.  TURN RIGHT AND GO WEST ON KESTRAL LANE FOR 0.5 KM
 DI0380'(0.3 MILE) TO THE STATION ON THE RIGHT.
 DI0380' 
 DI0380'THE STATION IS 17.7 METERS (58.0 FEET) WEST FROM A TELEPHONE PEDESTAL,
 DI0380'6.1 METERS (20.0 FEET) SOUTHEAST FROM A CABLE MARKER POST, 5.2 METERS
 DI0380'(17.0 FEET) NORTH FROM THE CENTERLINE OF KESTRAL LANE, 3.7 METERS
 DI0380'(12.0 FEET) WEST FROM THE CENTERLINE OF A POWER LINE RIGHT OF WAY
 DI0380'ACCESS ROAD, 2.1 METERS (7.0 FEET) NORTH FROM THE EDGE OF PAVEMENT OF
 DI0380'KESTRAL LANE, AND 0.3 METER (1.0 FOOT) SOUTH FROM A WITNESS POST.  THE
 DI0380'STATION IS A STANDARD STAFFORD COUNTY, VA ALUMINUM SURVEY DISK SET
 DI0380'INTO A POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH
 DI0380'WITH THE GROUND SURFACE AND STAMPED AVOCET AZ 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3478 ***********************************************************************
 FX3478  DESIGNATION -  AWC
 FX3478  PID         -  FX3478
 FX3478  STATE/COUNTY-  VA/C OF NORFOLK
 FX3478  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3478
 FX3478                         *CURRENT SURVEY CONTROL
 FX3478  ___________________________________________________________________
 FX3478* NAD 83(1993)-  36 51 08.47729(N)    076 18 01.65118(W)     ADJUSTED  
 FX3478* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3478  ___________________________________________________________________
 FX3478  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX3478  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX3478
 FX3478  HORZ ORDER  -  SECOND
 FX3478
 FX3478.The horizontal coordinates were established by classical geodetic methods
 FX3478.and adjusted by the National Geodetic Survey in September 1995..
 FX3478
 FX3478.The orthometric height was scaled from a topographic map.
 FX3478
 FX3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3478
 FX3478.The geoid height was determined by GEOID03.
 FX3478
 FX3478;                    North         East     Units Scale Factor Converg.
 FX3478;SPC VA S     - 1,059,883.200 3,696,142.171   MT  0.99998555   +1 20 05.8
 FX3478;SPC VA S     - 3,477,300.13 12,126,426.44   sFT  0.99998555   +1 20 05.8
 FX3478;UTM  18      - 4,079,282.997   384,064.142   MT  0.99976559   -0 46 48.2
 FX3478
 FX3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3478!SPC VA S     -   1.00000585  x   0.99998555  =   0.99999140
 FX3478!UTM  18      -   1.00000585  x   0.99976559  =   0.99977144
 FX3478
 FX3478|---------------------------------------------------------------------|
 FX3478| PID    Reference Object                     Distance      Geod. Az  |
 FX3478|                                                           dddmmss.s |
 FX3478| DC8041 AWC RM 3                              4.630 METERS 04905     |
 FX3478| FX3358 HAB                                 195.203 METERS 05828     |
 FX3478| FX3330 BASE                                222.109 METERS 06726     |
 FX3478| FX0140 BOLE                                276.432 METERS 08009     |
 FX3478| FX3414 PILOT                               300.950 METERS 09538     |
 FX3478| FX3424 PORTSMOUTH NAVAL HOSPITAL LT        APPROX. 1.0 KM 2021514.0 |
 FX3478| DC8040 AWC RM 2                              5.150 METERS 35422     |
 FX3478|---------------------------------------------------------------------|
 FX3478
 FX3478                          SUPERSEDED SURVEY CONTROL
 FX3478
 FX3478  NAD 83(1986)-  36 51 08.48296(N)    076 18 01.68664(W) AD(       ) 2
 FX3478  NAD 27      -  36 51 07.94620(N)    076 18 02.89370(W) AD(       ) 2
 FX3478
 FX3478.Superseded values are not recommended for survey control.
 FX3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3478.See file dsdata.txt to determine how the superseded data were derived.
 FX3478
 FX3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8406479283(NAD 83)
 FX3478_MARKER: S = SPIKE
 FX3478_SETTING: 0 = UNSPECIFIED SETTING
 FX3478
 FX3478  HISTORY     - Date     Condition        Report By
 FX3478  HISTORY     - 1961     MONUMENTED       USE
 FX3478
 FX3478                          STATION DESCRIPTION
 FX3478
 FX3478'DESCRIBED BY US ENGINEERS 1961 (JCE)
 FX3478'STATION IS LOCATED IN THE CITY OF NORFOLK ON THE ATLANTIC
 FX3478'WAREHOUSE CORP. WHARF LOCATED AT THE FOOT OF RADER STREET
 FX3478'AT THE ENTRANCE OF THE HAUGE.  IT IS 8 FEET NORTHEAST OF
 FX3478'THE SOUTHWEST OUTER FACE AND 6 FEET NORTHWEST OF THE SOUTHEAST
 FX3478'OUTERFACE OF THE WHARF.  THE STATION MARK IS A CENTER PUNCHED
 FX3478'BOAT SPIKE DRIVEN IN A STRINGER IN THE WHARF AND FLUSH WITH
 FX3478'THE DECK LEVEL, IN A TRIANGLE FORMED BY NAILS IN THE DECK.
 FX3478'THIS MARK WAS ESTABLISHED BY THE CORPS OF ENGINEERS IN 1947.
 FX3478'
 FX3478'REFERENCE MARK NO. 2 IS THE SOUTHWEST CORNER OF THE WAREHOUSE
 FX3478'BUILDING.
 FX3478'
 FX3478'REFERENCE MARK NO. 3 IS A GALVANIZED NAIL IN A TRIANGLE OF
 FX3478'NAILS IN THE DECK SILL ON THE EASTERLY CORNER OF THE WHARF.
 FX3478'
 FX3478'THIS WHARF IS NOW BADLY IN NEED OF REPAIR AND IT IS EXPECTED
 FX3478'THAT ALL MARKS WILL BE DESTROYED IN THE NEAR FUTURE.
 FX3478'
 FX3478'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1437 ***********************************************************************
 GW1437  DESIGNATION -  AX 26 RESET 1965
 GW1437  PID         -  GW1437
 GW1437  STATE/COUNTY-  VA/ROANOKE
 GW1437  USGS QUAD   -  ROANOKE (1984)
 GW1437
 GW1437                         *CURRENT SURVEY CONTROL
 GW1437  ___________________________________________________________________
 GW1437* NAD 83(1986)-  37 16 18.     (N)    079 56 26.     (W)     SCALED    
 GW1437* NAVD 88     -       281.81   (+/-2cm)     924.6    (feet)  VERTCON   
 GW1437  ___________________________________________________________________
 GW1437  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1437
 GW1437  VERT ORDER  -  THIRD (See Below)
 GW1437
 GW1437.The horizontal coordinates were scaled from a topographic map and have
 GW1437.an estimated accuracy of +/- 6 seconds.
 GW1437
 GW1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1437.The vertical order pertains to the NGVD 29 superseded value.
 GW1437
 GW1437.The geoid height was determined by GEOID03.
 GW1437
 GW1437;                    North         East    Units  Estimated Accuracy
 GW1437;SPC VA S     - 1,105,110.    3,372,240.      MT  (+/- 180 meters Scaled)
 GW1437
 GW1437                          SUPERSEDED SURVEY CONTROL
 GW1437
 GW1437  NGVD 29 (??/??/??)  282.01   (m)          925.2    (f) RESET       3  
 GW1437
 GW1437.Superseded values are not recommended for survey control.
 GW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1437.See file dsdata.txt to determine how the superseded data were derived.
 GW1437
 GW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB939255(NAD 83)
 GW1437_MARKER: DB = BENCH MARK DISK
 GW1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1437_SP_SET: CONCRETE WALL
 GW1437_STAMPING: AX 26 RESET 1965
 GW1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1437
 GW1437  HISTORY     - Date     Condition        Report By
 GW1437  HISTORY     - 1965     MONUMENTED       CGS
 GW1437
 GW1437                          STATION DESCRIPTION
 GW1437
 GW1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1437'AT ROANOKE.
 GW1437'AT ROANOKE, 107 FEET TO RIGHT OF E.B. MAIN LINE, VALUATION
 GW1437'STATION, 13367+76.4, ON THE WEST PLANE OF JEFFERSON STREET IN THE
 GW1437'TOP OF A CONCRETE WALL ON THE SOUTH SIDE OF SHENANDOAH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE4231 ***********************************************************************
 AE4231  DESIGNATION -  AXEL 7
 AE4231  PID         -  AE4231
 AE4231  STATE/COUNTY-  VA/LOUDOUN
 AE4231  USGS QUAD   -  STERLING (1994)
 AE4231
 AE4231                         *CURRENT SURVEY CONTROL
 AE4231  ___________________________________________________________________
 AE4231* NAD 83(1993)-  39 03 45.31473(N)    077 27 45.76678(W)     ADJUSTED  
 AE4231* NAVD 88     -        84.02   (+/-2cm)     275.7    (feet)  VERTCON   
 AE4231  ___________________________________________________________________
 AE4231  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 AE4231  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AE4231
 AE4231  HORZ ORDER  -  SECOND
 AE4231  VERT ORDER  -  THIRD ? (See Below)
 AE4231
 AE4231.The horizontal coordinates were established by classical geodetic methods
 AE4231.and adjusted by the National Geodetic Survey in July 1997..
 AE4231
 AE4231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4231.The vertical order pertains to the NGVD 29 superseded value.
 AE4231
 AE4231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4231
 AE4231.The geoid height was determined by GEOID03.
 AE4231
 AE4231;                    North         East     Units Scale Factor Converg.
 AE4231;SPC VA N     - 2,155,456.441 3,589,773.387   MT  0.99997850   +0 38 50.6
 AE4231;SPC VA N     - 7,071,693.34 11,777,448.19   sFT  0.99997850   +0 38 50.6
 AE4231;UTM  18      - 4,326,608.716   286,923.716   MT  1.00015907   -1 33 09.0
 AE4231
 AE4231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4231!SPC VA N     -   0.99999185  x   0.99997850  =   0.99997035
 AE4231!UTM  18      -   0.99999185  x   1.00015907  =   1.00015092
 AE4231
 AE4231                          SUPERSEDED SURVEY CONTROL
 AE4231
 AE4231  NGVD 29 (07/23/97)   84.24   (m)          276.4    (f) LEVELING    3  
 AE4231
 AE4231.Superseded values are not recommended for survey control.
 AE4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4231.See file dsdata.txt to determine how the superseded data were derived.
 AE4231
 AE4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8692426609(NAD 83)
 AE4231_MARKER: DG = GRAVITY STATION DISK
 AE4231
 AE4231  HISTORY     - Date     Condition        Report By
 AE4231  HISTORY     - 1989     MONUMENTED       LOCENG
 AE4231
 AE4231                          STATION DESCRIPTION
 AE4231
 AE4231'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (WTL)
 AE4231'TO REACH WAS NOT RECORDED IN DETAIL.
 AE4231'THE STATION IS A TEMPORARY POINT WHICH WAS NOT DESCRIBED IN THE
 AE4231'REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1505 ***********************************************************************
 FY1505  DESIGNATION -  AXTON
 FY1505  PID         -  FY1505
 FY1505  STATE/COUNTY-  VA/HENRY
 FY1505  USGS QUAD   -  AXTON (1983)
 FY1505
 FY1505                         *CURRENT SURVEY CONTROL
 FY1505  ___________________________________________________________________
 FY1505* NAD 83(1993)-  36 39 39.87080(N)    079 42 46.20308(W)     ADJUSTED  
 FY1505* NAVD 88     -       321.514  (meters)    1054.83   (feet)  ADJUSTED  
 FY1505  ___________________________________________________________________
 FY1505  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FY1505  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FY1505  DYNAMIC HT  -         321.238 (meters)    1053.93  (feet)  COMP
 FY1505  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 FY1505
 FY1505  HORZ ORDER  -  SECOND
 FY1505  VERT ORDER  -  SECOND    CLASS 0
 FY1505
 FY1505.The horizontal coordinates were established by classical geodetic methods
 FY1505.and adjusted by the National Geodetic Survey in September 1995..
 FY1505
 FY1505.The orthometric height was determined by differential leveling
 FY1505.and adjusted by the National Geodetic Survey in June 1991..
 FY1505
 FY1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1505
 FY1505.The geoid height was determined by GEOID03.
 FY1505
 FY1505.The dynamic height is computed by dividing the NAVD 88
 FY1505.geopotential number by the normal gravity value computed on the
 FY1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1505.degrees latitude (g = 980.6199 gals.).
 FY1505
 FY1505.The modeled gravity was interpolated from observed gravity values.
 FY1505
 FY1505;                    North         East     Units Scale Factor Converg.
 FY1505;SPC VA S     - 1,037,067.715 3,391,567.061   MT  1.00002084   -0 44 10.0
 FY1505;SPC VA S     - 3,402,446.33 11,127,166.27   sFT  1.00002084   -0 44 10.0
 FY1505;UTM  17      - 4,058,047.015   615,036.066   MT  0.99976303   +0 46 07.1
 FY1505
 FY1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1505!SPC VA S     -   0.99995464  x   1.00002084  =   0.99997548
 FY1505!UTM  17      -   0.99995464  x   0.99976303  =   0.99971768
 FY1505
 FY1505:                Primary Azimuth Mark                     Grid Az
 FY1505:SPC VA S     -  JAMES                                    112 49 08.9
 FY1505:UTM  17      -  JAMES                                    111 18 51.8
 FY1505
 FY1505|---------------------------------------------------------------------|
 FY1505| PID    Reference Object                     Distance      Geod. Az  |
 FY1505|                                                           dddmmss.s |
 FY1505| FY2463 JAMES                               APPROX. 4.7 KM 1120458.9 |
 FY1505| FY1504 AXTON RM 1                           56.150 METERS 18859     |
 FY1505|---------------------------------------------------------------------|
 FY1505
 FY1505                          SUPERSEDED SURVEY CONTROL
 FY1505
 FY1505  NAD 83(1986)-  36 39 39.87646(N)    079 42 46.20179(W) AD(       ) 2
 FY1505  NAD 27      -  36 39 39.38781(N)    079 42 47.08060(W) AD(       ) 2
 FY1505  NGVD 29 (??/??/92)  321.729  (m)         1055.54   (f) ADJ UNCH    2 0
 FY1505
 FY1505.Superseded values are not recommended for survey control.
 FY1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1505.See file dsdata.txt to determine how the superseded data were derived.
 FY1505
 FY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1503658047(NAD 83)
 FY1505_MARKER: DE = TRAVERSE STATION DISK
 FY1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1505_SP_SET: BUILDING
 FY1505_STAMPING: AXTON 1964
 FY1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1505
 FY1505  HISTORY     - Date     Condition        Report By
 FY1505  HISTORY     - 1964     MONUMENTED       CGS
 FY1505  HISTORY     - 1964     GOOD             CGS
 FY1505  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY1505
 FY1505                          STATION DESCRIPTION
 FY1505
 FY1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY1505'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF MARTINSVILLE, 1.5
 FY1505'MILES WEST OF THE PITTSYLVANIA-HENRY COUNTY LINE AND ON THE
 FY1505'PROPERTY OF THE AXTON ELEMENTRY SCHOOL.
 FY1505'
 FY1505'TO REACH THE STATION FROM THE POST OFFICE IN AXTON, GO NORTHWEST
 FY1505'ON COUNTY ROAD 610 FOR 0.25 MILE TO U.S. HIGHWAY 58 AND THE
 FY1505'SCHOOL ON THE NORTH SIDE OF THE HIGHWAY AND THE STATION AS
 FY1505'DESCRIBED.
 FY1505'
 FY1505'STATION MARK IS 117 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FY1505'SCHOOL, 50 FEET NORTH OF THE NORTHEAST CORNER OF A PUMP
 FY1505'HOUSE AND 43 FEET NORTHEAST OF THE CENTER OF A CIRCLE DRIVE-WAY.
 FY1505'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FY1505'SET FLUSH, AND IS STAMPED AXTON 1964.
 FY1505'
 FY1505'REFERENCE MARK NO. 1 IS 13 FEET WEST OF THE CENTER OF A
 FY1505'DRIVE-WAY AND 8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FY1505'SCHOOL.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 FY1505'IN THE NORTHEAST CORNER OF THE SIDE WALK, SET FLUSH, AND IS
 FY1505'STAMPED AXTON NO 1 1964.
 FY1505'
 FY1505'NO SUITABLE LOCATION FOR A AZIMUTH MARK.
 FY1505'
 FY1505'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 FY1505
 FY1505                          STATION RECOVERY (1964)
 FY1505
 FY1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY1505'AT AXTON.
 FY1505'THE MARK IS LOCATED AT THE AXTON SCHOOL, SET IN THE TOP OF A
 FY1505'CONCRETE POST, FLUSH, 184.22 FEET NORTH OF R.M. 1, 117 FEET NORTH
 FY1505'OF THE NORTHEAST CORNER OF SCHOOL, 50 FEET NORTH OF THE NORTHEAST
 FY1505'CORNER OF A PUMP HOUSE AND 43 FEET NORTHEAST OF THE CENTER OF A
 FY1505'CIRCLE DRIVE-WAY.
 FY1505
 FY1505                          STATION RECOVERY (1984)
 FY1505
 FY1505'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY1505'LOOK FOR DID NOT RECOVER.
 FY1505'
 FY1505'AXTON NO. 1 1964 RECOVERED GOOD.
 FY1505'
 FY1505'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2462 ***********************************************************************
 FY2462  DESIGNATION -  AXTON ATT RELAY TOWER
 FY2462  PID         -  FY2462
 FY2462  STATE/COUNTY-  VA/PITTSYLVANIA
 FY2462  USGS QUAD   -  AXTON (1983)
 FY2462
 FY2462                         *CURRENT SURVEY CONTROL
 FY2462  ___________________________________________________________________
 FY2462* NAD 83(1993)-  36 38 41.57260(N)    079 39 50.38032(W)     ADJUSTED  
 FY2462* NAVD 88     -                                                        
 FY2462  ___________________________________________________________________
 FY2462  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 FY2462  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 FY2462
 FY2462  HORZ ORDER  -  THIRD
 FY2462
 FY2462.The horizontal coordinates were established by classical geodetic methods
 FY2462.and adjusted by the National Geodetic Survey in September 1995..
 FY2462
 FY2462
 FY2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2462
 FY2462.The geoid height was determined by GEOID03.
 FY2462
 FY2462;                    North         East     Units Scale Factor Converg.
 FY2462;SPC VA S     - 1,035,215.781 3,395,911.167   MT  1.00002434   -0 42 23.2
 FY2462;SPC VA S     - 3,396,370.44 11,141,418.55   sFT  1.00002434   -0 42 23.2
 FY2462;UTM  17      - 4,056,310.205   619,426.180   MT  0.99977572   +0 47 51.0
 FY2462
 FY2462                          SUPERSEDED SURVEY CONTROL
 FY2462
 FY2462  NAD 83(1986)-  36 38 41.57791(N)    079 39 50.38176(W) AD(       ) 4
 FY2462  NAD 27      -  36 38 41.08900(N)    079 39 51.26800(W) AD(       ) 3
 FY2462
 FY2462.Superseded values are not recommended for survey control.
 FY2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2462.See file dsdata.txt to determine how the superseded data were derived.
 FY2462
 FY2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1942656310(NAD 83)
 FY2462_MARKER: 55 = TOWER
 FY2462
 FY2462  HISTORY     - Date     Condition        Report By
 FY2462  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY2462  HISTORY     - 1984     GOOD             USPSQD
 FY2462
 FY2462                          STATION DESCRIPTION
 FY2462
 FY2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2462'THE AMERICAN TELEPHONE AND TELEGRAPH RELAY TOWER IS LOCATED
 FY2462'ABOUT 12.0 MILES EAST OF MARTINSVILLE, 7.0 MILES NORTH OF THE
 FY2462'VIRGINIA-NORTH CAROLINA STATE LINE AND 3.0 MILES EAST OF AXTON.
 FY2462'
 FY2462'TO REACH THE STATION FROM THE POST OFFICE IN AXTON, GO NORTHWEST
 FY2462'ON COUNTY ROAD 610 FOR 0.25 MILE TO U.S. HIGHWAY 58, TURN RIGHT
 FY2462'ON U.S. HIGHWAY 58 AND GO EAST FOR 2.8 MILES TO A SIDE ROAD ON THE
 FY2462'LEFT, TURN LEFT ON COUNTY ROAD 855 AND GO NORTH FOR 0.5 MILE TO
 FY2462'THE TOWER ON THE RIGHT.
 FY2462'
 FY2462'THE TOWER IS A 4-LEGGED STEEL STRUCTURE, COLORED GRAY AND IS
 FY2462'ABOUT 86 FEET HIGH.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 FY2462
 FY2462                          STATION RECOVERY (1984)
 FY2462
 FY2462'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY2462'STATION RECOVERED GOOD.
 FY2462'
 FY2462'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1504 ***********************************************************************
 FY1504  DESIGNATION -  AXTON RM 1
 FY1504  PID         -  FY1504
 FY1504  STATE/COUNTY-  VA/HENRY
 FY1504  USGS QUAD   -  AXTON (1983)
 FY1504
 FY1504                         *CURRENT SURVEY CONTROL
 FY1504  ___________________________________________________________________
 FY1504* NAD 83(1986)-  36 39 39.     (N)    079 42 46.     (W)     SCALED    
 FY1504* NAVD 88     -       320.931  (meters)    1052.92   (feet)  ADJUSTED  
 FY1504  ___________________________________________________________________
 FY1504  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FY1504  DYNAMIC HT  -         320.655 (meters)    1052.02  (feet)  COMP
 FY1504  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 FY1504
 FY1504  VERT ORDER  -  SECOND    CLASS 0
 FY1504
 FY1504.The horizontal coordinates were scaled from a topographic map and have
 FY1504.an estimated accuracy of +/- 6 seconds.
 FY1504
 FY1504.The orthometric height was determined by differential leveling
 FY1504.and adjusted by the National Geodetic Survey in June 1991..
 FY1504
 FY1504.The geoid height was determined by GEOID03.
 FY1504
 FY1504.The dynamic height is computed by dividing the NAVD 88
 FY1504.geopotential number by the normal gravity value computed on the
 FY1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1504.degrees latitude (g = 980.6199 gals.).
 FY1504
 FY1504.The modeled gravity was interpolated from observed gravity values.
 FY1504
 FY1504;                    North         East    Units  Estimated Accuracy
 FY1504;SPC VA S     - 1,037,040.    3,391,570.      MT  (+/- 180 meters Scaled)
 FY1504
 FY1504                          SUPERSEDED SURVEY CONTROL
 FY1504
 FY1504  NGVD 29 (??/??/92)  321.145  (m)         1053.62   (f) ADJ UNCH    2 0
 FY1504
 FY1504.Superseded values are not recommended for survey control.
 FY1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1504.See file dsdata.txt to determine how the superseded data were derived.
 FY1504
 FY1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA150580(NAD 83)
 FY1504_MARKER: DR = REFERENCE MARK DISK
 FY1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1504_SP_SET: SIDEWALK
 FY1504_STAMPING: AXTON NO 1 1964
 FY1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1504
 FY1504  HISTORY     - Date     Condition        Report By
 FY1504  HISTORY     - 1964     MONUMENTED       CGS
 FY1504
 FY1504                          STATION DESCRIPTION
 FY1504
 FY1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1504'AT AXTON.
 FY1504'AT THE AXTON STATION SITE-- SET IN THE NORTHEAST CORNER OF THE
 FY1504'SIDE WALK, FLUSH, 184.22 FEET SOUTH OF THE STATION MARK, 13 FEET
 FY1504'WEST OF THE CENTER OF A DRIVE-WAY AND 8 FEET SOUTH OF THE SOUTHEAST
 FY1504'CORNER OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0850 ***********************************************************************
 FW0850  DESIGNATION -  AYCOCK
 FW0850  PID         -  FW0850
 FW0850  STATE/COUNTY-  VA/NORTHAMPTON
 FW0850  USGS QUAD   -  GREAT MACHIPONGO INLET (1992)
 FW0850
 FW0850                         *CURRENT SURVEY CONTROL
 FW0850  ___________________________________________________________________
 FW0850* NAD 83(1993)-  37 21 36.52813(N)    075 43 47.78439(W)     ADJUSTED  
 FW0850* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 FW0850  ___________________________________________________________________
 FW0850  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FW0850  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FW0850
 FW0850  HORZ ORDER  -  SECOND
 FW0850
 FW0850.The horizontal coordinates were established by classical geodetic methods
 FW0850.and adjusted by the National Geodetic Survey in September 1995..
 FW0850
 FW0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0850
 FW0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0850
 FW0850.The geoid height was determined by GEOID03.
 FW0850
 FW0850;                    North         East     Units Scale Factor Converg.
 FW0850;SPC VA S     - 1,117,550.254 3,745,351.270   MT  0.99994541   +1 40 52.4
 FW0850;SPC VA S     - 3,666,496.12 12,287,873.29   sFT  0.99994541   +1 40 52.4
 FW0850;UTM  18      - 4,135,075.700   435,359.935   MT  0.99965147   -0 26 34.7
 FW0850
 FW0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0850!SPC VA S     -   1.00000518  x   0.99994541  =   0.99995059
 FW0850!UTM  18      -   1.00000518  x   0.99965147  =   0.99965665
 FW0850
 FW0850:                Primary Azimuth Mark                     Grid Az
 FW0850:SPC VA S     -  HOG ISLAND COAST GUARD LOT               024 59 05.6
 FW0850:UTM  18      -  HOG ISLAND COAST GUARD LOT               027 06 32.7
 FW0850
 FW0850|---------------------------------------------------------------------|
 FW0850| PID    Reference Object                     Distance      Geod. Az  |
 FW0850|                                                           dddmmss.s |
 FW0850| FW0882 HOG ISLAND COAST GUARD LOT          APPROX. 4.3 KM 0263958.0 |
 FW0850| DC7801 AYCOCK RM 1                          13.099 METERS 04809     |
 FW0850| DC7802 AYCOCK RM 2                           6.780 METERS 14638     |
 FW0850| FW1015 COBB ISLAND COAST GUARD LOT         APPROX. 7.4 KM 2132638.5 |
 FW0850| FW1002 COBB IS COAST GUARD STA FLAG        APPROX. 7.4 KM 2134059.2 |
 FW0850| FW0995 GREAT MACHIPONGO RIVER CHAN LT      APPROX. 9.3 KM 3383958.6 |
 FW0850|---------------------------------------------------------------------|
 FW0850
 FW0850                          SUPERSEDED SURVEY CONTROL
 FW0850
 FW0850  NAD 83(1993)-  37 21 36.52905(N)    075 43 47.77924(W) AD(       ) 2
 FW0850  NAD 83(1986)-  37 21 36.52983(N)    075 43 47.82545(W) AD(       ) 2
 FW0850  NAD 27      -  37 21 36.02848(N)    075 43 49.10353(W) AD(       ) 2
 FW0850  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 FW0850
 FW0850.Superseded values are not recommended for survey control.
 FW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0850.See file dsdata.txt to determine how the superseded data were derived.
 FW0850
 FW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3536035076(NAD 83)
 FW0850_MARKER: DS = TRIANGULATION STATION DISK
 FW0850_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0850+WITH SETTING: INFORMATION.
 FW0850_SP_SET: PREFABRICATED CONCRETE POST
 FW0850
 FW0850  HISTORY     - Date     Condition        Report By
 FW0850  HISTORY     - 1962     MONUMENTED       CGS
 FW0850  HISTORY     - 1968     POOR             CGS
 FW0850  HISTORY     - 1975     MARK NOT FOUND   NGS
 FW0850
 FW0850                          STATION DESCRIPTION
 FW0850
 FW0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0850'THE STATION IS LOCATED ON A SMALL ISLAND, ON A GRASS COVERED
 FW0850'SAND DUNE.  THIS ISLAND WAS FORMERLY THE EXTREME NORTHWEST
 FW0850'TIP OF COBB ISLAND, BUT A NEW INLET CUT THROUGH MAKING THIS
 FW0850'AN ISLAND ITSELF, SINCE IT IS NOW COMPLETELY SURROUNDED
 FW0850'BY WATER.
 FW0850'
 FW0850'THE STATION IS BEST REACHED BY BOAT FROM LITTLE MACHIPONGO
 FW0850'COAST GUARD STATION OR COBB ISLAND COAST GUARD STATION.
 FW0850'
 FW0850'THE STATION MARK, A STANDARD DISK STAMPED AYCOCK 1962, IS
 FW0850'CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELL ROD PROJECTING
 FW0850'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 FW0850'75 YARDS SOUTH OF THE GREAT MACHIPONGO INLET CHANNEL LIGHT,
 FW0850'150.0 FEET SOUTHWEST OF A CABLE CROSSING SIGN, 100.0 FEET
 FW0850'SOUTH OF THE HIGH WATER LINE, 5.0 FEET SOUTHEAST OF A 4-FOOT
 FW0850'CUT BANK AND 4.7 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 FW0850'POST AND MARKER.
 FW0850'
 FW0850'REFERENCE MARK 1, A STANDAND DISK STAMPED AYCOCK NO 1 1962,
 FW0850'IS CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELL ROD PROJECTING
 FW0850'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43.3
 FW0850'FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER,
 FW0850'4.0 FEET SOUTHEAST OF A 6-FOOT CUT BANK AND IS ABOUT THE
 FW0850'SAME ELEVATION AS THE STATION.
 FW0850'
 FW0850'REFERENCE MARK 2, A STANDARD DISK STAMPED AYCOCK NO 2 1962,
 FW0850'IS CRIMPED TO THE TOP OF A 5/8 COPPER WELL ROD PROJECTING
 FW0850'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27.0
 FW0850'FEET EAST OF THE EAST EDGE OF A 4-FOOT CUT BANK, 26.9 FEET
 FW0850'SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 FW0850'IS ABOUT 2.0 FEET LOWER THAN THE STATION.
 FW0850'
 FW0850'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 FW0850
 FW0850                          STATION RECOVERY (1968)
 FW0850
 FW0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCB)
 FW0850'THE STATION WAS RECOVERED STILL CLAMPED TO THE TOP OF THE
 FW0850'5.8 INCH COPPER ROD.  IT PROJECTS OUT OF THE SANDY BEACH
 FW0850'APPROXIMATELY 6 FEET AND IS IN AN UPRIGHT TWISTED POSITION.
 FW0850'THIS STATION IS NO LONGER USEABLE FOR ACCURATE SURVEY PURPOSES.
 FW0850'
 FW0850'REFERENCE MARK NO. 1 IS DEFINATELY GONE.  REFERENCE MARK
 FW0850'NO. 2 WAS NOT RECOVERED, HOWEVER, IT IS POSSIBLE THAT IT
 FW0850'HAS BEEN COVERED BY BLOWING SAND.
 FW0850'
 FW0850'THE STATION IS ON THE BEACH AND AT A WASH WITH HIGH TIDES.
 FW0850'IT IS ABOUT 18 FEET NORTH OF A HIGH SAND DUNE BANK ABOUT
 FW0850'12 FEET HIGH AND IS ABOUT 12 FEET NORTH OF THE FOOT OF THE
 FW0850'SIDE OF DUNE.
 FW0850
 FW0850                          STATION RECOVERY (1975)
 FW0850
 FW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0850'NO EVIDENCE OF THIS STATION WAS FOUND.
 FW0850'
 FW0850'BY THE RECOVERY NOTE BY J. C. B. IN 1968 THIS STATION SITE HAD NO
 FW0850'VALUE AT THAT TIME.
 FW0850'
 FW0850'I WOULD CONSIDER THIS STATION SITE AS BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1187 ***********************************************************************
 FW1187  DESIGNATION -  AYER 2 1910
 FW1187  PID         -  FW1187
 FW1187  STATE/COUNTY-  VA/ACCOMACK
 FW1187  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1187
 FW1187                         *CURRENT SURVEY CONTROL
 FW1187  ___________________________________________________________________
 FW1187* NAD 83(1993)-  37 32 01.92126(N)    075 44 22.16633(W)     ADJUSTED  
 FW1187* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1187  ___________________________________________________________________
 FW1187  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FW1187  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FW1187
 FW1187  HORZ ORDER  -  THIRD
 FW1187
 FW1187.The horizontal coordinates were established by classical geodetic methods
 FW1187.and adjusted by the National Geodetic Survey in November 1994..
 FW1187
 FW1187.The orthometric height was scaled from a topographic map.
 FW1187
 FW1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1187
 FW1187.The geoid height was determined by GEOID03.
 FW1187
 FW1187;                    North         East     Units Scale Factor Converg.
 FW1187;SPC VA S     - 1,136,796.736 3,743,941.912   MT  0.99994960   +1 40 31.5
 FW1187;SPC VA S     - 3,729,640.62 12,283,249.42   sFT  0.99994960   +1 40 31.5
 FW1187;UTM  18      - 4,154,355.522   434,665.427   MT  0.99965258   -0 27 01.9
 FW1187
 FW1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1187!SPC VA S     -   1.00000564  x   0.99994960  =   0.99995524
 FW1187!UTM  18      -   1.00000564  x   0.99965258  =   0.99965822
 FW1187
 FW1187:                Primary Azimuth Mark                     Grid Az
 FW1187:SPC VA S     -  HAULOVER 2                               030 51 58.9
 FW1187:UTM  18      -  HAULOVER 2                               032 59 32.3
 FW1187
 FW1187|---------------------------------------------------------------------|
 FW1187| PID    Reference Object                     Distance      Geod. Az  |
 FW1187|                                                           dddmmss.s |
 FW1187| FW1197 HAULOVER 2                          APPROX.11.1 KM 0323230.4 |
 FW1187| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.15.6 KM 1670749.8 |
 FW1187|---------------------------------------------------------------------|
 FW1187
 FW1187                          SUPERSEDED SURVEY CONTROL
 FW1187
 FW1187  NAD 83(1993)-  37 32 01.92378(N)    075 44 22.20466(W) AD(       ) 3
 FW1187  NAD 83(1986)-  37 32 01.92218(N)    075 44 22.20578(W) AD(       ) 3
 FW1187  NAD 27      -  37 32 01.44523(N)    075 44 23.45484(W) AD(       ) 3
 FW1187
 FW1187.Superseded values are not recommended for survey control.
 FW1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1187.See file dsdata.txt to determine how the superseded data were derived.
 FW1187
 FW1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3466554356(NAD 83)
 FW1187_MARKER: DS = TRIANGULATION STATION DISK
 FW1187_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FW1187_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1187
 FW1187  HISTORY     - Date     Condition        Report By
 FW1187  HISTORY     - 1910     MONUMENTED       CGS
 FW1187  HISTORY     - 1933     MARK NOT FOUND   CGS
 FW1187
 FW1187                          STATION DESCRIPTION
 FW1187
 FW1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW1187'THIS STATION WAS INSPECTED AND OLD STATION MARKS SEARCHED FOR
 FW1187'BY ASST. FORNEY, MARCH 14, 1910, BUT NOTHING COULD BE FOUND.
 FW1187'A NEW SITE WAS SELECTED ABOUT WHERE FARLEYS STATION WAS
 FW1187'SUPPOSED TO BE, ON A POINT ABOUT 1/2 MILE TO THE NORTHWARD
 FW1187'OF A CLUBHOUSE, ON THE BRUSH FARM, ON THE NORTHERN END OF
 FW1187'UPSHERS NECK AND ABOUT 2 MILES TO THE SOUTHWARD OF QUINBY AND
 FW1187'ON THE S SIDE OF THE CREEK THAT DIVIDES BRADFORDS AND UPSHERS
 FW1187'NECKS.  IT IS ABOUT 100 METERS S OF THE MOUTH OF THIS CREEK,
 FW1187'ON THE MAINLAND JUST 8 METERS FROM HIGH-WATER MARK ON A
 FW1187'NARROW SAND RIDGE WITH MARSH ON THE W SIDE AND MUD FLATS ON
 FW1187'THE EASTERN SIDE.  THIS STATION CAN ONLY BE APPROACHED
 FW1187'IN A SKIFF AT HALF-HIGH TIDE.  MIDDLE RUN HAS ABOUT 5 FEET
 FW1187'AT LOW WATER.
 FW1187'
 FW1187'YOU CAN ANCHOR ABOUT 1-1/2 MILES FROM THE STATION, GO TO IT
 FW1187'IN A SMALL BOAT AND GET BACK TO THE LAUNCH ON THE NEXT HALF
 FW1187'HIGH-WATER TIDE.  THIS HAS TO BE DONE WHEN YOU HAVE SEVERAL
 FW1187'HOURS WORK AT THE STATION.  IT CAN ALSO BE REACHED FROM
 FW1187'WACHAPREAGUE BY DRIVING 10 MILES.  THIS IS BY FAR THE BEST
 FW1187'WAY TO GET TO THE STATION WHEN OBSERVATIONS ARE TO BE MADE.
 FW1187'
 FW1187'ASST. FORNEY ERECTED AN OBSERVING TRIPOD, 17 FEET HIGH, AND
 FW1187'A SCAFFOLD AROUND IT FROM WHICH TO OBSERVE.  THIS WAS DONE
 FW1187'IN ORDER TO SEE FOWLING 2 AND HAULOVER 2.
 FW1187'
 FW1187'STATION WAS MARKED BY A 4-INCH DRAIN TILE, SET IN CEMENT,
 FW1187'FLANGE END DOWN.  THE TILE IS 2-1/2 FEET LONG AND THE TOP END
 FW1187'IS FLUSH WITH THE SURFACE OF THE GROUND.  IN THE CENTER OF
 FW1187'THE TILE THE USUAL BRASS STATION MARK WAS SET IN CEMENT.
 FW1187'SUB-SURFACE MARK CONSISTS OF A QUART BOTTLE CENTERED 3 FEET
 FW1187'BELOW THE SURFACE OF THE GROUND AND SET IN CEMENT.
 FW1187'
 FW1187'REFERENCE MARK CONSISTS OF A 3-INCH DRAIN TILE, 2-1/2 FEET
 FW1187'LONG, SET IN CEMENT, TOP FLUSH WITH SURFACE OF GROUND, IN THE
 FW1187'CENTER OF WHICH HAS BEEN SET IN CEMENT A SMALL (2 OZ.) BOTTLE.
 FW1187'
 FW1187'BOTTLE OF SAME SIZE WAS USED FOR SUB-SURFACE MARK AND CENTERED
 FW1187'2 FEET 9 INCHES BELOW THE SURFACE.
 FW1187'
 FW1187'REFERENCE MARK NO. 1 BEARS S 44-1/2 W.  DISTANT 12.16 METERS.
 FW1187'
 FW1187'THREE PINE STUBS AROUND CENTER MARK, USED TO SUPPORT THEODOLITE,
 FW1187'WERE LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.
 FW1187
 FW1187                          STATION RECOVERY (1933)
 FW1187
 FW1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1187'STATION MARK WAS NOT FOUND.  REFERENCE MARK NO. 1 FOUND AND
 FW1187'IS NOW TRIANGULATION STATION AYER 3, AND RE-MARKED.  SEE
 FW1187'DESCRIPTION OF AYER 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1188 ***********************************************************************
 FW1188  DESIGNATION -  AYER 3
 FW1188  PID         -  FW1188
 FW1188  STATE/COUNTY-  VA/ACCOMACK
 FW1188  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1188
 FW1188                         *CURRENT SURVEY CONTROL
 FW1188  ___________________________________________________________________
 FW1188* NAD 83(1993)-  37 32 02.11631(N)    075 44 22.50850(W)     ADJUSTED  
 FW1188* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1188  ___________________________________________________________________
 FW1188  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FW1188  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FW1188
 FW1188  HORZ ORDER  -  THIRD
 FW1188
 FW1188.The horizontal coordinates were established by classical geodetic methods
 FW1188.and adjusted by the National Geodetic Survey in November 1994..
 FW1188
 FW1188.The orthometric height was scaled from a topographic map.
 FW1188
 FW1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1188
 FW1188.The geoid height was determined by GEOID03.
 FW1188
 FW1188;                    North         East     Units Scale Factor Converg.
 FW1188;SPC VA S     - 1,136,802.501 3,743,933.340   MT  0.99994961   +1 40 31.3
 FW1188;SPC VA S     - 3,729,659.54 12,283,221.30   sFT  0.99994961   +1 40 31.3
 FW1188;UTM  18      - 4,154,361.599   434,657.077   MT  0.99965259   -0 27 02.1
 FW1188
 FW1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1188!SPC VA S     -   1.00000564  x   0.99994961  =   0.99995525
 FW1188!UTM  18      -   1.00000564  x   0.99965259  =   0.99965823
 FW1188
 FW1188:                Primary Azimuth Mark                     Grid Az
 FW1188:SPC VA S     -  SAND                                     139 53 42.1
 FW1188:UTM  18      -  SAND                                     142 01 15.5
 FW1188
 FW1188|---------------------------------------------------------------------|
 FW1188| PID    Reference Object                     Distance      Geod. Az  |
 FW1188|                                                           dddmmss.s |
 FW1188| FW1202 SAND                                APPROX. 4.5 KM 1413413.4 |
 FW1188| DC7803 AYER 3 RM 1                          18.215 METERS 23405     |
 FW1188| DC7804 AYER 3 RM 2                          20.560 METERS 32401     |
 FW1188|---------------------------------------------------------------------|
 FW1188
 FW1188                          SUPERSEDED SURVEY CONTROL
 FW1188
 FW1188  NAD 83(1993)-  37 32 02.11836(N)    075 44 22.54642(W) AD(       ) 3
 FW1188  NAD 83(1986)-  37 32 02.11693(N)    075 44 22.54766(W) AD(       ) 3
 FW1188  NAD 27      -  37 32 01.63318(N)    075 44 23.80041(W) AD(       ) 3
 FW1188
 FW1188.Superseded values are not recommended for survey control.
 FW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1188.See file dsdata.txt to determine how the superseded data were derived.
 FW1188
 FW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3465754362(NAD 83)
 FW1188_MARKER: DS = TRIANGULATION STATION DISK
 FW1188_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1188_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1188
 FW1188  HISTORY     - Date     Condition        Report By
 FW1188  HISTORY     - 1933     MONUMENTED       CGS
 FW1188  HISTORY     - 1934     GOOD             CGS
 FW1188  HISTORY     - 1942     GOOD             CGS
 FW1188  HISTORY     - 1947     GOOD             CGS
 FW1188  HISTORY     - 1953     GOOD             CGS
 FW1188  HISTORY     - 1958     GOOD             CGS
 FW1188  HISTORY     - 1961     GOOD             CGS
 FW1188  HISTORY     - 1962     GOOD             CGS
 FW1188
 FW1188                          STATION DESCRIPTION
 FW1188
 FW1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1188'STATION IS ON MARSHLAND OF THE BRUSH FARM ABOUT 8 METERS W
 FW1188'OF HIGH WATER ON A SANDY POINT ABOUT 2 MILES SE OF QUINBY,
 FW1188'VIRGINIA.  THIS SANDY POINT IS THE MOST EASTERLY IN THE VICINITY.
 FW1188'IT IS ON THE NORTHERN END OF UPSHURS NECK AND ABOUT 100 METERS
 FW1188'S OF THE MOUTH OF THE CREEK THAT DIVIDES UPSHURS NECK FROM
 FW1188'BRADSHAW NECK.
 FW1188'
 FW1188'THE STATION MARK IS ACCORDING TO NOTE 6A, APPARENTLY, BUT IN
 FW1188'REALITY IS THE REFERENCE MARK NO. 1 OF AYER 2, 1910, WHICH
 FW1188'WAS A 3-INCH TILE, SURROUNDED BY A 6-INCH TILE WITH THE USUAL
 FW1188'STANDARD MARKER STAMPED AYER 1933, SET IN THE TOP.  THE OLD
 FW1188'REFERENCE MARK AND THE UNDERGROUND MARK OF THE REFERENCE MARK
 FW1188'(A 2 OZ. BOTTLE CENTERED 2 FEET 9 INCHES BELOW GROUND) WERE
 FW1188'LEFT IN PLACE.
 FW1188'
 FW1188'REFERENCE MARKS NO. 1 AND NO. 2 ARE MARKED, AS DESCRIBED IN
 FW1188'NOTE 13A, BY STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP
 FW1188'OF 4-INCH TILE.
 FW1188'
 FW1188'TO REACH STATION BY BOAT, LAND AT STATION AT HALF TIDE.  BY
 FW1188'ROAD FROM POST OFFICE AT QUINBY, GO S 1.7 MILES TO TURN IN
 FW1188'ROAD, TURN E INTO FARM AND FOLLOW FENCE LINE TO WATER.  THEN
 FW1188'FOLLOW BEACH ABOUT 100 YARDS TO N TO STATION.
 FW1188
 FW1188                          STATION RECOVERY (1934)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1188'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FW1188'ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE.
 FW1188
 FW1188                          STATION RECOVERY (1942)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1188'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW1188'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW1188'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW1188'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW1188'
 FW1188'(1) R.M. 1 IS 20.560 METERS DISTANT FROM THE STATION, NOT
 FW1188'18.215 METERS.
 FW1188'
 FW1188'(2) R.M. 2 IS 18.215 METERS DISTANT FROM THE STATION, NOT
 FW1188'20.560 METERS.
 FW1188'
 FW1188'THIS STATION IS LOCATED ON MARSHLAND OF THE BRUSH FARM ABOUT
 FW1188'8 METERS W OF THE MEAN HIGH-WATER LINE ON A SANDY POINT ABOUT
 FW1188'2 MILES SE OF QUINBY, VIRGINIA.  THIS SANDY POINT IS THE MOST
 FW1188'EASTERLY IN THE VICINITY.  IT IS ON THE NORTHERN END OF UPSHURS
 FW1188'NECK, AND ABOUT 100 METERS S OF THE MOUTH OF THE CREEK THAT
 FW1188'DIVIDES UPSHURS NECK FROM BRADSHAW NECK.  THE STATION IS A
 FW1188'BRONZE DISK TRIANGULATION STATION MARK, NOT *STAMPED, SET
 FW1188'IN CONCRETE AT THE CENTER OF THE TOP OF A 6-INCH IN DIAMETER
 FW1188'TILE PIPE, WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FW1188'THE STATION IS IN GOOD CONDITION.
 FW1188'
 FW1188'REFERENCE MARK NO. 1 IS LOCATED 20.558 METERS SW OF THE STATION.
 FW1188'THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1188'TOWARD THE STATION, STAMPED NO. 1, SET IN CONCRETE AT THE
 FW1188'CENTER OF THE TOP OF A 4-INCH IN DIAMETER TILE PIPE, WHICH IS
 FW1188'FLUSH WITH THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1188'
 FW1188'REFERENCE MARK NO. 2 IS LOCATED 18.215 METERS NW OF THE
 FW1188'STATION AND 27.445 METERS N OF REFERENCE MARK NO. 1.  THE
 FW1188'MARK IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1188'TO THE S INSTEAD OF TO THE E AND TOWARD THE STATION, WHICH
 FW1188'IS IN ERROR BY ABOUT 90 DEG.  IT IS STAMPED NO. 2, SET IN
 FW1188'CONCRETE AT THE CENTER OF THE TOP OF A 4-INCH IN DIAMETER
 FW1188'TILE PIPE, WHICH EXTENDS 6 INCHES ABOVE THE GROUND.  THE
 FW1188'MARK IS IN GOOD CONDITION.
 FW1188'
 FW1188'TO REACH THE STATION FROM THE POST OFFICE IN QUINBY, GO S 1.7
 FW1188'MILES TO TURN IN ROAD, TURN E, INTO FARM AND FOLLOW FENCE LINE
 FW1188'TO THE WATER.  THEN FOLLOW BEACH ABOUT 100 YARDS TO THE N AND
 FW1188'THE STATION.  (THIS DESCRIPTION ON HOW TO REACH THE STATION BY
 FW1188'LAND FROM THE QUINBY POST OFFICE WAS NOT CHECKED IN 1942.)
 FW1188'THE STATION CAN BE REACHED BEST BY BOAT AT HALF OR HIGH TIDE.
 FW1188'
 FW1188'*N.B.--THIS STATION WAS NOT STAMPED IN 1942, IN ORDER NOT TO
 FW1188'CRACK THE TILE PIPE.
 FW1188
 FW1188                          STATION RECOVERY (1947)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLP)
 FW1188'STATION MARKS AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1188'THE ORIGINAL DESCRIPTION IS SATISFACTORY WITH THE FOLLOWING
 FW1188'EXCEPTIONS--
 FW1188'
 FW1188'IT WAS NOTED THAT R.M. NO. 2 DOES NOT POINT AT THE STATION
 FW1188'BUT 91 DEG TO THE RIGHT OR WESTWARD OF THE STATION.  IT WAS
 FW1188'NOTED IN THE DESCRIPTION THAT R.M. NO. 1 OF AYER 2 IS NOW
 FW1188'AYER 3, THEREFORE IT IS ASSUMED THAT R.M. NO. 2 STILL POINTS
 FW1188'TO THE LOCATION OF AYER 2 AND WAS NOT RESET WHEN AYER 3 WAS
 FW1188'ESTABLISHED.
 FW1188
 FW1188                          STATION RECOVERY (1953)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW1188'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  1942
 FW1188'DESCRIPTION ADEQUATE AND COMPLETE WITH THE FOLLOWING CHANGE--
 FW1188'
 FW1188'THE STATION MARK IS NOW ON THE M.H.W. LINE OF A SMALL LAGOON
 FW1188'THAT IS FORMING TO THE N.E. OF THE STATION.  MONUMENT IS
 FW1188'PROJECTING 5 INCHES.
 FW1188'
 FW1188'REFERENCE MARK NO. 1 IS 2 INCHES BELOW THE SURFACE OF THE
 FW1188'MARSH.  ALTHOUGH THE DISTANCE TO THE STATION MARK MEASURES
 FW1188'CORRECT, THIS MONUMENT APPEARS TO BE SINKING.
 FW1188'
 FW1188'THE REFERENCE MARK FOR AYER 2, 1910 WAS ALSO RECOVERED IN
 FW1188'GOOD CONDITION.
 FW1188
 FW1188                          STATION RECOVERY (1958)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1188'STATION RECOVERED AS DESCRIBED.  THE STATION IS NOW UNDER WATER
 FW1188'AT HIGH TIDE, PROJECTS 8 INCHES, IS 40 PACES SW OF NE POINT,
 FW1188'36 PACES N OF SE POINT, AND IS LOCATED IN THE CENTER OF SEVERAL
 FW1188'WOODEN STAKES.
 FW1188'
 FW1188'REFERENCE MARK NO. 1 IS LOCATED BETWEEN TWO WOODEN STAKES.
 FW1188'
 FW1188'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS LOCATED NEAR
 FW1188'WOODEN STAKES.
 FW1188'
 FW1188'REFERENCE MARK NO. 2 OF STATION AYER 2 1910 WAS FOUND 50.4
 FW1188'FEET DUE S OF STATION AYER 3 1933, PROJECTS 8 INCHES, AND MARKED
 FW1188'IN TOP OF MARK 2.
 FW1188
 FW1188                          STATION RECOVERY (1961)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1188'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FW1188'IN GOOD CONDITION.  THE 1933 DESCRIPTION BY I.E.R. IS ADEQUATE
 FW1188'EXCEPT THE STATION IS NOW 4 METERS WEST OF EXTREME HIGH WATER
 FW1188'INSTEAD OF 8 METERS AS DESCRIBED IN 1933, AND THE PUBLISHED
 FW1188'DISTANCES TO THE REFERENCES ARE REVERSED.
 FW1188
 FW1188                          STATION RECOVERY (1962)
 FW1188
 FW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1188'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FW1188'DESCRIBED IN THE 1942 RECOVERY NOTE AND FOUND TO BE IN GOOD
 FW1188'CONDITION.
 FW1188'
 FW1188'THE STATION IS ADEQUATELY DESCRIBED BUT THE TO REACH BY TRUCK
 FW1188'IS OBSOLETE.  A NEW ONE IS FURNISHED BELOW--
 FW1188'
 FW1188'TO REACH THE STATION FROM A T-INTERSECTION ABOUT 200 FEET SOUTH
 FW1188'OF THE POST OFFICE IN THE VILLAGE OF QUINBY, GO SOUTH ON
 FW1188'STATE HIGHWAY 605 FOR 1.7 MILES TO A POINT WHERE THE HIGHWAY
 FW1188'PASSES THROUGH A BREAK IN A ROW OF TREES AND AN OLD ABANDONED
 FW1188'HOUSE ABOUT 0.15 MILE TO THE LEFT (THIS IS THE END OF TRUCK
 FW1188'TRAVEL).  PACK EAST, ALONG A FENCE ROW, TO THE OLD HOUSE ON
 FW1188'THE LEFT.  CONTINUE EAST, ALONG A FENCE ROW ACROSS A MARSH,
 FW1188'TO THE BEACH.  TURN LEFT AND GO NORTH, UP THE BEACH, FOR
 FW1188'APPROXIMATELY 100 YARDS TO THE STATION.
 FW1188'
 FW1188'THE STATION IS BEST REACHED BY BOAT AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1788 ***********************************************************************
 GX1788  DESIGNATION -  B 10
 GX1788  PID         -  GX1788
 GX1788  STATE/COUNTY-  VA/TAZEWELL
 GX1788  USGS QUAD   -  POUNDING MILL (1977)
 GX1788
 GX1788                         *CURRENT SURVEY CONTROL
 GX1788  ___________________________________________________________________
 GX1788* NAD 83(1986)-  37 04 38.     (N)    081 42 49.     (W)     SCALED    
 GX1788* NAVD 88     -       655.576  (meters)    2150.84   (feet)  ADJUSTED  
 GX1788  ___________________________________________________________________
 GX1788  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GX1788  DYNAMIC HT  -         654.986 (meters)    2148.90  (feet)  COMP
 GX1788  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 GX1788
 GX1788  VERT ORDER  -  SECOND    CLASS 0
 GX1788
 GX1788.The horizontal coordinates were scaled from a topographic map and have
 GX1788.an estimated accuracy of +/- 6 seconds.
 GX1788
 GX1788.The orthometric height was determined by differential leveling
 GX1788.and adjusted by the National Geodetic Survey in June 1991..
 GX1788
 GX1788.The geoid height was determined by GEOID03.
 GX1788
 GX1788.The dynamic height is computed by dividing the NAVD 88
 GX1788.geopotential number by the normal gravity value computed on the
 GX1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1788.degrees latitude (g = 980.6199 gals.).
 GX1788
 GX1788.The modeled gravity was interpolated from observed gravity values.
 GX1788
 GX1788;                    North         East    Units  Estimated Accuracy
 GX1788;SPC VA S     - 1,087,420.    3,214,310.      MT  (+/- 180 meters Scaled)
 GX1788
 GX1788                          SUPERSEDED SURVEY CONTROL
 GX1788
 GX1788  NGVD 29 (??/??/92)  655.705  (m)         2151.26   (f) ADJ UNCH    2 0
 GX1788
 GX1788.Superseded values are not recommended for survey control.
 GX1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1788.See file dsdata.txt to determine how the superseded data were derived.
 GX1788
 GX1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB365036(NAD 83)
 GX1788_MARKER: DD = SURVEY DISK
 GX1788_SETTING: 80 = SET IN A BOULDER
 GX1788_STAMPING: 2153 B 10 1912
 GX1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1788+STABILITY: SURFACE MOTION
 GX1788
 GX1788  HISTORY     - Date     Condition        Report By
 GX1788  HISTORY     - 1912     MONUMENTED       USGS
 GX1788  HISTORY     - 1963     GOOD             NGS
 GX1788  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX1788
 GX1788                          STATION DESCRIPTION
 GX1788
 GX1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX1788'AT POUNDING MILL.
 GX1788'AT POUNDING MILL, TAZEWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1788'RAILWAY, ABOUT 550 FEET WEST OF THE STATION, AT THE WEST END
 GX1788'OF A ROCK CUT, IN THE TOP OF A LIMESTONE BOULDER, AND 10 FEET SOUTH
 GX1788'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GX1788'STAMPED 2153 B 10 1912.
 GX1788
 GX1788                          STATION RECOVERY (1963)
 GX1788
 GX1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1719 ***********************************************************************
 GW1719  DESIGNATION -  B 100
 GW1719  PID         -  GW1719
 GW1719  STATE/COUNTY-  VA/BATH
 GW1719  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1719
 GW1719                         *CURRENT SURVEY CONTROL
 GW1719  ___________________________________________________________________
 GW1719* NAD 83(1986)-  37 57 41.     (N)    079 51 43.     (W)     SCALED    
 GW1719* NAVD 88     -       676.763  (meters)    2220.35   (feet)  ADJUSTED  
 GW1719  ___________________________________________________________________
 GW1719  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1719  DYNAMIC HT  -         676.201 (meters)    2218.50  (feet)  COMP
 GW1719  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 GW1719
 GW1719  VERT ORDER  -  SECOND    CLASS 0
 GW1719
 GW1719.The horizontal coordinates were scaled from a topographic map and have
 GW1719.an estimated accuracy of +/- 6 seconds.
 GW1719
 GW1719.The orthometric height was determined by differential leveling
 GW1719.and adjusted by the National Geodetic Survey in June 1991..
 GW1719
 GW1719.The geoid height was determined by GEOID03.
 GW1719
 GW1719.The dynamic height is computed by dividing the NAVD 88
 GW1719.geopotential number by the normal gravity value computed on the
 GW1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1719.degrees latitude (g = 980.6199 gals.).
 GW1719
 GW1719.The modeled gravity was interpolated from observed gravity values.
 GW1719
 GW1719;                    North         East    Units  Estimated Accuracy
 GW1719;SPC VA N     - 2,033,600.    3,380,320.      MT  (+/- 180 meters Scaled)
 GW1719
 GW1719                          SUPERSEDED SURVEY CONTROL
 GW1719
 GW1719  NGVD 29 (??/??/92)  676.882  (m)         2220.74   (f) ADJ UNCH    2 0
 GW1719
 GW1719.Superseded values are not recommended for survey control.
 GW1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1719.See file dsdata.txt to determine how the superseded data were derived.
 GW1719
 GW1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC999021(NAD 83)
 GW1719_MARKER: DB = BENCH MARK DISK
 GW1719_SETTING: 66 = SET IN ROCK OUTCROP
 GW1719_SP_SET: OUTCROP
 GW1719_STAMPING: B 100 1935
 GW1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1719+STABILITY: POSITION/ELEVATION WELL
 GW1719
 GW1719  HISTORY     - Date     Condition        Report By
 GW1719  HISTORY     - 1935     MONUMENTED       CGS
 GW1719
 GW1719                          STATION DESCRIPTION
 GW1719
 GW1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1719'3.1 MI SW FROM HOT SPRINGS.
 GW1719'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1719'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, AT A STAND OF SMALL
 GW1719'LOCUST TREES, ABOUT 90 FEET SOUTH OF THE CASCADE HOTEL AT HEALING
 GW1719'SPRINGS, AT THE CROSSING OF COUNTY ROAD 610, 18 FEET SOUTHEAST
 GW1719'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE
 GW1719'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 GW1719'DISK, STAMPED B 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1720 ***********************************************************************
 GW1720  DESIGNATION -  B 100 RESET 1938
 GW1720  PID         -  GW1720
 GW1720  STATE/COUNTY-  VA/BATH
 GW1720  USGS QUAD   -  HEALING SPRINGS (1983)
 GW1720
 GW1720                         *CURRENT SURVEY CONTROL
 GW1720  ___________________________________________________________________
 GW1720* NAD 83(1986)-  37 57 41.     (N)    079 51 43.     (W)     SCALED    
 GW1720* NAVD 88     -       675.92   (+/-2cm)    2217.6    (feet)  VERTCON   
 GW1720  ___________________________________________________________________
 GW1720  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1720
 GW1720  VERT ORDER  -  THIRD (See Below)
 GW1720
 GW1720.The horizontal coordinates were scaled from a topographic map and have
 GW1720.an estimated accuracy of +/- 6 seconds.
 GW1720
 GW1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1720.The vertical order pertains to the NGVD 29 superseded value.
 GW1720
 GW1720.The geoid height was determined by GEOID03.
 GW1720
 GW1720;                    North         East    Units  Estimated Accuracy
 GW1720;SPC VA N     - 2,033,600.    3,380,320.      MT  (+/- 180 meters Scaled)
 GW1720
 GW1720                          SUPERSEDED SURVEY CONTROL
 GW1720
 GW1720  NGVD 29 (??/??/??)  676.03   (m)         2217.9    (f) RESET       3  
 GW1720
 GW1720.Superseded values are not recommended for survey control.
 GW1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1720.See file dsdata.txt to determine how the superseded data were derived.
 GW1720
 GW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNC999021(NAD 83)
 GW1720_MARKER: DD = SURVEY DISK
 GW1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1720_STAMPING: B 100 RESET 1938
 GW1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1720+STABILITY: SURFACE MOTION
 GW1720
 GW1720  HISTORY     - Date     Condition        Report By
 GW1720  HISTORY     - 1938     MONUMENTED       VADH
 GW1720  HISTORY     - 1962     GOOD             NGS
 GW1720
 GW1720                          STATION DESCRIPTION
 GW1720
 GW1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1720'3.1 MI SW FROM HOT SPRINGS.
 GW1720'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1720'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, AT THE INTERSECTION
 GW1720'OF SECONDARY STATE HIGHWAY 610, IN THE LAWN OF CASCADE INN, AT
 GW1720'THE NORTHWEST EDGE OF THE HIGHWAY, AND AT THE TOE OF THE FILL.  A
 GW1720'STANDARD DISK, STAMPED B 100 RESET 1938 AND SET IN THE TOP
 GW1720'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1508 ***********************************************************************
 HW1508  DESIGNATION -  B 101
 HW1508  PID         -  HW1508
 HW1508  STATE/COUNTY-  VA/ROCKINGHAM
 HW1508  USGS QUAD   -  BRANDYWINE (1979)
 HW1508
 HW1508                         *CURRENT SURVEY CONTROL
 HW1508  ___________________________________________________________________
 HW1508* NAD 83(1986)-  38 35 03.     (N)    079 09 32.     (W)     SCALED    
 HW1508* NAVD 88     -       979.934  (meters)    3215.00   (feet)  ADJUSTED  
 HW1508  ___________________________________________________________________
 HW1508  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HW1508  DYNAMIC HT  -         979.138 (meters)    3212.39  (feet)  COMP
 HW1508  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 HW1508
 HW1508  VERT ORDER  -  SECOND    CLASS 0
 HW1508
 HW1508.The horizontal coordinates were scaled from a topographic map and have
 HW1508.an estimated accuracy of +/- 6 seconds.
 HW1508
 HW1508.The orthometric height was determined by differential leveling
 HW1508.and adjusted by the National Geodetic Survey in June 1991..
 HW1508
 HW1508.The geoid height was determined by GEOID03.
 HW1508
 HW1508.The dynamic height is computed by dividing the NAVD 88
 HW1508.geopotential number by the normal gravity value computed on the
 HW1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1508.degrees latitude (g = 980.6199 gals.).
 HW1508
 HW1508.The modeled gravity was interpolated from observed gravity values.
 HW1508
 HW1508;                    North         East    Units  Estimated Accuracy
 HW1508;SPC VA N     - 2,102,050.    3,442,590.      MT  (+/- 180 meters Scaled)
 HW1508
 HW1508                          SUPERSEDED SURVEY CONTROL
 HW1508
 HW1508  NGVD 29 (??/??/92)  980.008  (m)         3215.24   (f) ADJ UNCH    2 0
 HW1508
 HW1508.Superseded values are not recommended for survey control.
 HW1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1508.See file dsdata.txt to determine how the superseded data were derived.
 HW1508
 HW1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC603722(NAD 83)
 HW1508_MARKER: DB = BENCH MARK DISK
 HW1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1508_SP_SET: WALL
 HW1508_STAMPING: B 101 1935
 HW1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1508
 HW1508  HISTORY     - Date     Condition        Report By
 HW1508  HISTORY     - 1935     MONUMENTED       CGS
 HW1508  HISTORY     - 1962     GOOD             NGS
 HW1508
 HW1508                          STATION DESCRIPTION
 HW1508
 HW1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1508'15.3 MI NW FROM HINTON.
 HW1508'15.3 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE INTERSECTION
 HW1508'OF SECONDARY STATE HIGHWAY 752 AT HINTON, ROCKINGHAM COUNTY,
 HW1508'0.7 MILE EAST OF THE TOP OF SHENANDOAH MOUNTAIN, 340 FEET
 HW1508'SOUTHEAST OF THE SOUTH END OF A GRAVEL PILE AND A TURNOUT, AT
 HW1508'THE SOUTHEAST END OF A HIGHWAY CURVE, 20 FEET NORTHEAST OF THE
 HW1508'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A STONE-AND-CONCRETE
 HW1508'RETAINING WALL, AND 4.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW1508'NOTE-- THIS BENCH MARK IS ALSO 7.8 MILES SOUTHEAST OF THE POST
 HW1508'OFFICE AT BRANDYWINE, PENDLETON COUNTY, WEST VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1063 ***********************************************************************
 HW1063  DESIGNATION -  B 102
 HW1063  PID         -  HW1063
 HW1063  STATE/COUNTY-  VA/ROCKINGHAM
 HW1063  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1063
 HW1063                         *CURRENT SURVEY CONTROL
 HW1063  ___________________________________________________________________
 HW1063* NAD 83(1986)-  38 21 26.     (N)    078 56 36.     (W)     SCALED    
 HW1063* NAVD 88     -       366.077  (meters)    1201.04   (feet)  ADJUSTED  
 HW1063  ___________________________________________________________________
 HW1063  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW1063  DYNAMIC HT  -         365.808 (meters)    1200.16  (feet)  COMP
 HW1063  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 HW1063
 HW1063  VERT ORDER  -  FIRST     CLASS II
 HW1063
 HW1063.The horizontal coordinates were scaled from a topographic map and have
 HW1063.an estimated accuracy of +/- 6 seconds.
 HW1063
 HW1063.The orthometric height was determined by differential leveling
 HW1063.and adjusted by the National Geodetic Survey in June 1991..
 HW1063
 HW1063.The geoid height was determined by GEOID03.
 HW1063
 HW1063.The dynamic height is computed by dividing the NAVD 88
 HW1063.geopotential number by the normal gravity value computed on the
 HW1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1063.degrees latitude (g = 980.6199 gals.).
 HW1063
 HW1063.The modeled gravity was interpolated from observed gravity values.
 HW1063
 HW1063;                    North         East    Units  Estimated Accuracy
 HW1063;SPC VA N     - 2,076,740.    3,461,250.      MT  (+/- 180 meters Scaled)
 HW1063
 HW1063                          SUPERSEDED SURVEY CONTROL
 HW1063
 HW1063  NGVD 29 (??/??/92)  366.210  (m)         1201.47   (f) ADJ UNCH    1 2
 HW1063
 HW1063.Superseded values are not recommended for survey control.
 HW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1063.See file dsdata.txt to determine how the superseded data were derived.
 HW1063
 HW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC796474(NAD 83)
 HW1063_MARKER: DB = BENCH MARK DISK
 HW1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1063_STAMPING: B 102 1935
 HW1063_MARK LOGO: CGS   
 HW1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1063+STABILITY: SURFACE MOTION
 HW1063
 HW1063  HISTORY     - Date     Condition        Report By
 HW1063  HISTORY     - 1935     MONUMENTED       CGS
 HW1063  HISTORY     - 1958     GOOD             NGS
 HW1063  HISTORY     - 1984     GOOD             NGS
 HW1063  HISTORY     - 19980306 GOOD             USPSQD
 HW1063
 HW1063                          STATION DESCRIPTION
 HW1063
 HW1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1063'0.2 MI SW FROM MT CRAWFORD.
 HW1063'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1063'AT MT. CRAWFORD, THENCE 0.1 MILE NORTHWEST ALONG COUNTY ROAD
 HW1063'NO. 867, NEAR THE EAST CORNER OF A VERY OLD CEMETERY, 15 FEET
 HW1063'SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 22.2 FEET
 HW1063'NORTHEAST OF THE NORTHEAST CORNER OF A DOUBLE GARAGE, 12 FEET
 HW1063'NORTHWEST OF TELEPHONE POLE NO. 89, 32 FEET WEST AND ACROSS
 HW1063'THE COUNTY ROAD FROM POWER LINE POLE NO. DK 4, 10 1/2 FEET
 HW1063'NORTHWEST OF A FENCE CORNER, 15 FEET SOUTHEAST OF A MT CRAWFORD
 HW1063'CORPORATE LIMIT SIGN, 2 FEET NORTHEAST OF A FENCE LINE, 3 FEET
 HW1063'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 HW1063'POST PROJECTING 5 INCHES ABOVE THE GROUND.
 HW1063
 HW1063                          STATION RECOVERY (1984)
 HW1063
 HW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1063'RECOVERED IN GOOD CONDITION.
 HW1063
 HW1063                          STATION RECOVERY (1998)
 HW1063
 HW1063'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1670 ***********************************************************************
 HW1670  DESIGNATION -  B 103
 HW1670  PID         -  HW1670
 HW1670  STATE/COUNTY-  VA/ROCKINGHAM
 HW1670  USGS QUAD   -  REDDISH KNOB (1984)
 HW1670
 HW1670                         *CURRENT SURVEY CONTROL
 HW1670  ___________________________________________________________________
 HW1670* NAD 83(1986)-  38 26 26.     (N)    079 08 11.     (W)     SCALED    
 HW1670* NAVD 88     -       551.354  (meters)    1808.90   (feet)  ADJUSTED  
 HW1670  ___________________________________________________________________
 HW1670  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HW1670  DYNAMIC HT  -         550.935 (meters)    1807.53  (feet)  COMP
 HW1670  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 HW1670
 HW1670  VERT ORDER  -  SECOND    CLASS 0
 HW1670
 HW1670.The horizontal coordinates were scaled from a topographic map and have
 HW1670.an estimated accuracy of +/- 6 seconds.
 HW1670
 HW1670.The orthometric height was determined by differential leveling
 HW1670.and adjusted by the National Geodetic Survey in June 1991..
 HW1670
 HW1670.The geoid height was determined by GEOID03.
 HW1670
 HW1670.The dynamic height is computed by dividing the NAVD 88
 HW1670.geopotential number by the normal gravity value computed on the
 HW1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1670.degrees latitude (g = 980.6199 gals.).
 HW1670
 HW1670.The modeled gravity was interpolated from observed gravity values.
 HW1670
 HW1670;                    North         East    Units  Estimated Accuracy
 HW1670;SPC VA N     - 2,086,090.    3,444,440.      MT  (+/- 180 meters Scaled)
 HW1670
 HW1670                          SUPERSEDED SURVEY CONTROL
 HW1670
 HW1670  NGVD 29 (??/??/92)  551.464  (m)         1809.26   (f) ADJ UNCH    2 0
 HW1670
 HW1670.Superseded values are not recommended for survey control.
 HW1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1670.See file dsdata.txt to determine how the superseded data were derived.
 HW1670
 HW1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC626563(NAD 83)
 HW1670_MARKER: DB = BENCH MARK DISK
 HW1670_SETTING: 66 = SET IN ROCK OUTCROP
 HW1670_SP_SET: ROCK OUTCROP
 HW1670_STAMPING: B 103 1935
 HW1670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1670+STABILITY: POSITION/ELEVATION WELL
 HW1670
 HW1670  HISTORY     - Date     Condition        Report By
 HW1670  HISTORY     - 1935     MONUMENTED       CGS
 HW1670  HISTORY     - 1961     GOOD             NGS
 HW1670
 HW1670                          STATION DESCRIPTION
 HW1670
 HW1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1670'4.1 MI WNW FROM BRIERY BRANCH.
 HW1670'4.1 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 257 FROM THE
 HW1670'JUNCTION OF SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH,
 HW1670'ROCKINGHAM COUNTY, 75 FEET NORTHEAST OF A CREEK, AT THE JUNCTION
 HW1670'OF A DIM ROAD LEADING DOWN TO THE CREEK, 38 FEET NORTH OF THE
 HW1670'DIM ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 HW1670'FEET NORTH OF A 3-FOOT OAK TREE, AND IN THE TOP OF A LARGE ROCK
 HW1670'OUTCROP.  A STANDARD DISK, STAMPED B 103 1935.
 HW1670
 HW1670                          STATION RECOVERY (1961)
 HW1670
 HW1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1634 ***********************************************************************
 HW1634  DESIGNATION -  B 104
 HW1634  PID         -  HW1634
 HW1634  STATE/COUNTY-  VA/AUGUSTA
 HW1634  USGS QUAD   -  STOKESVILLE (1967)
 HW1634
 HW1634                         *CURRENT SURVEY CONTROL
 HW1634  ___________________________________________________________________
 HW1634* NAD 83(1986)-  38 20 23.     (N)    079 14 46.     (W)     SCALED    
 HW1634* NAVD 88     -       639.917  (meters)    2099.46   (feet)  ADJUSTED  
 HW1634  ___________________________________________________________________
 HW1634  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HW1634  DYNAMIC HT  -         639.412 (meters)    2097.80  (feet)  COMP
 HW1634  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 HW1634
 HW1634  VERT ORDER  -  SECOND    CLASS 0
 HW1634
 HW1634.The horizontal coordinates were scaled from a topographic map and have
 HW1634.an estimated accuracy of +/- 6 seconds.
 HW1634
 HW1634.The orthometric height was determined by differential leveling
 HW1634.and adjusted by the National Geodetic Survey in June 1991..
 HW1634
 HW1634.The geoid height was determined by GEOID03.
 HW1634
 HW1634.The dynamic height is computed by dividing the NAVD 88
 HW1634.geopotential number by the normal gravity value computed on the
 HW1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1634.degrees latitude (g = 980.6199 gals.).
 HW1634
 HW1634.The modeled gravity was interpolated from observed gravity values.
 HW1634
 HW1634;                    North         East    Units  Estimated Accuracy
 HW1634;SPC VA N     - 2,074,970.    3,434,770.      MT  (+/- 180 meters Scaled)
 HW1634
 HW1634                          SUPERSEDED SURVEY CONTROL
 HW1634
 HW1634  NGVD 29 (??/??/92)  640.014  (m)         2099.78   (f) ADJ UNCH    2 0
 HW1634
 HW1634.Superseded values are not recommended for survey control.
 HW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1634.See file dsdata.txt to determine how the superseded data were derived.
 HW1634
 HW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC532449(NAD 83)
 HW1634_MARKER: DB = BENCH MARK DISK
 HW1634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1634_SP_SET: BRIDGE
 HW1634_STAMPING: B 104 1935
 HW1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1634
 HW1634  HISTORY     - Date     Condition        Report By
 HW1634  HISTORY     - 1935     MONUMENTED       CGS
 HW1634
 HW1634                          STATION DESCRIPTION
 HW1634
 HW1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1634'1 MI NW FROM STOKESVILLE.
 HW1634'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1634'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1634'COUNTY, THENCE 6.4 MILES SOUTHWEST AND 0.3 MILE NORTHWEST ALONG
 HW1634'A FOREST SERVICE ROAD, 0.3 MILE NORTHWEST OF THE JUNCTION OF A
 HW1634'ROAD LEADING SOUTHWEST TO LEBANON, AT THE SOUTH END OF A WOODEN
 HW1634'BRIDGE OVER A CREEK, IN THE TOP OF THE CONCRETE WING WALL, 15
 HW1634'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF THE
 HW1634'WEST RAIL.  A STANDARD DISK, STAMPED B 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1708 ***********************************************************************
 HW1708  DESIGNATION -  B 105
 HW1708  PID         -  HW1708
 HW1708  STATE/COUNTY-  VA/AUGUSTA
 HW1708  USGS QUAD   -  STOKESVILLE (1967)
 HW1708
 HW1708                         *CURRENT SURVEY CONTROL
 HW1708  ___________________________________________________________________
 HW1708* NAD 83(1986)-  38 16 44.     (N)    079 08 16.     (W)     SCALED    
 HW1708* NAVD 88     -       457.078  (meters)    1499.60   (feet)  ADJUSTED  
 HW1708  ___________________________________________________________________
 HW1708  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HW1708  DYNAMIC HT  -         456.730 (meters)    1498.45  (feet)  COMP
 HW1708  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 HW1708
 HW1708  VERT ORDER  -  SECOND    CLASS 0
 HW1708
 HW1708.The horizontal coordinates were scaled from a topographic map and have
 HW1708.an estimated accuracy of +/- 6 seconds.
 HW1708
 HW1708.The orthometric height was determined by differential leveling
 HW1708.and adjusted by the National Geodetic Survey in June 1991..
 HW1708
 HW1708.The geoid height was determined by GEOID03.
 HW1708
 HW1708.The dynamic height is computed by dividing the NAVD 88
 HW1708.geopotential number by the normal gravity value computed on the
 HW1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1708.degrees latitude (g = 980.6199 gals.).
 HW1708
 HW1708.The modeled gravity was interpolated from observed gravity values.
 HW1708
 HW1708;                    North         East    Units  Estimated Accuracy
 HW1708;SPC VA N     - 2,068,150.    3,444,200.      MT  (+/- 180 meters Scaled)
 HW1708
 HW1708                          SUPERSEDED SURVEY CONTROL
 HW1708
 HW1708  NGVD 29 (??/??/92)  457.190  (m)         1499.96   (f) ADJ UNCH    2 0
 HW1708
 HW1708.Superseded values are not recommended for survey control.
 HW1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1708.See file dsdata.txt to determine how the superseded data were derived.
 HW1708
 HW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC628383(NAD 83)
 HW1708_MARKER: DB = BENCH MARK DISK
 HW1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1708_STAMPING: B 105 1935
 HW1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1708+STABILITY: SURFACE MOTION
 HW1708
 HW1708  HISTORY     - Date     Condition        Report By
 HW1708  HISTORY     - 1935     MONUMENTED       CGS
 HW1708
 HW1708                          STATION DESCRIPTION
 HW1708
 HW1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1708'1.8 MI SW FROM PARNASSUS.
 HW1708'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 HW1708'SECONDARY STATE HIGHWAY 739 AT PARNASSUS, AUGUSTA COUNTY, 0.4
 HW1708'MILE SOUTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY 736
 HW1708'LEADING WEST, NEAR ELK RUN CHURCH, AT THE JUNCTION OF SECONDARY
 HW1708'STATE HIGHWAY 736 LEADING SOUTHEAST, 45 FEET EAST OF THE CENTERLINE
 HW1708'OF STATE HIGHWAY 42, 17 FEET SOUTH OF THE CENTERLINE OF SECONDARY
 HW1708'STATE HIGHWAY 736, 27 FEET EAST OF A FENCE CORNER, 12 FEET
 HW1708'EAST OF THE EAST END OF A FIELD GATE, AND 1 FOOT NORTH OF THE
 HW1708'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 105 1935 AND SET
 HW1708'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3649 ***********************************************************************
 HW3649  DESIGNATION -  B 106 RESET
 HW3649  PID         -  HW3649
 HW3649  STATE/COUNTY-  VA/ALBEMARLE
 HW3649  USGS QUAD   -  KESWICK (1984)
 HW3649
 HW3649                         *CURRENT SURVEY CONTROL
 HW3649  ___________________________________________________________________
 HW3649* NAD 83(1986)-  38 06 44.     (N)    078 22 09.     (W)     SCALED    
 HW3649* NAVD 88     -       166.97   (meters)     547.8    (feet)  RESET     
 HW3649  ___________________________________________________________________
 HW3649  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW3649
 HW3649  VERT ORDER  -  THIRD
 HW3649
 HW3649.The horizontal coordinates were scaled from a topographic map and have
 HW3649.an estimated accuracy of +/- 6 seconds.
 HW3649
 HW3649.The orthometric height was computed from unverified reset data.
 HW3649.No vertical observational check was made to the station.
 HW3649
 HW3649.The geoid height was determined by GEOID03.
 HW3649
 HW3649;                    North         East    Units  Estimated Accuracy
 HW3649;SPC VA S     - 1,197,430.    3,511,470.      MT  (+/- 180 meters Scaled)
 HW3649
 HW3649                          SUPERSEDED SURVEY CONTROL
 HW3649
 HW3649.No superseded survey control is available for this station.
 HW3649
 HW3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC306215(NAD 83)
 HW3649_MARKER: DB = BENCH MARK DISK
 HW3649_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HW3649_SP_SET: SLAB
 HW3649_STAMPING: B 106 RESET 1989
 HW3649_MARK LOGO: NGS   
 HW3649_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3649+STABILITY: SURFACE MOTION
 HW3649
 HW3649  HISTORY     - Date     Condition        Report By
 HW3649  HISTORY     - 1989     MONUMENTED       LOCENG
 HW3649
 HW3649                          STATION DESCRIPTION
 HW3649
 HW3649'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 HW3649'IN STONY POINT AT INTERSECTION OF ROUTE 20 AND ROUTE 600, IN THE
 HW3649'NORTHWEST CORNER OF THE CONCRETE SLAB IN THE COVERED ENTRANCE OF
 HW3649'STONY POINT SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2388 ***********************************************************************
 GW2388  DESIGNATION -  B 107 RESET
 GW2388  PID         -  GW2388
 GW2388  STATE/COUNTY-  VA/ALBEMARLE
 GW2388  USGS QUAD   -  SIMEON (1974)
 GW2388
 GW2388                         *CURRENT SURVEY CONTROL
 GW2388  ___________________________________________________________________
 GW2388* NAD 83(1986)-  37 53 59.     (N)    078 25 29.     (W)     SCALED    
 GW2388* NAVD 88     -       176.51   (meters)     579.1    (feet)  RESET     
 GW2388  ___________________________________________________________________
 GW2388  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2388
 GW2388  VERT ORDER  -  THIRD
 GW2388
 GW2388.The horizontal coordinates were scaled from a topographic map and have
 GW2388.an estimated accuracy of +/- 6 seconds.
 GW2388
 GW2388.The orthometric height was computed from unverified reset data.
 GW2388.No vertical observational check was made to the station.
 GW2388
 GW2388.The geoid height was determined by GEOID03.
 GW2388
 GW2388;                    North         East    Units  Estimated Accuracy
 GW2388;SPC VA S     - 1,173,840.    3,506,620.      MT  (+/- 180 meters Scaled)
 GW2388
 GW2388                          SUPERSEDED SURVEY CONTROL
 GW2388
 GW2388  NGVD 29 (03/21/06)  176.77   (m)          580.0    (f) RESET       3  
 GW2388
 GW2388.Superseded values are not recommended for survey control.
 GW2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2388.See file dsdata.txt to determine how the superseded data were derived.
 GW2388
 GW2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB264978(NAD 83)
 GW2388_MARKER: DB = BENCH MARK DISK
 GW2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2388_SP_SET: CONCRETE POST
 GW2388_STAMPING: B 107 RESET 1985
 GW2388_MARK LOGO: VADHT 
 GW2388_PROJECTION: FLUSH
 GW2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2388+STABILITY: SURFACE MOTION
 GW2388
 GW2388  HISTORY     - Date     Condition        Report By
 GW2388  HISTORY     - 1985     MONUMENTED       VADHT
 GW2388
 GW2388                          STATION DESCRIPTION
 GW2388
 GW2388'DESCRIBED BY VA DEPT HWYS-TRANSP 1985
 GW2388'1.0 KM (0.60 MI) NE FROM WOODRIDGE.
 GW2388'0.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 618 FROM THE ROAD
 GW2388'INTERSECTION AT WOODRIDGE, 2.0 MILES SOUTHWEST OF THE JUNCTION OF
 GW2388'SECONDARY STATE HIGHWAY 729, 40 FEET NORTHWEST OF THE CENTERLINE OF
 GW2388'THE HIGHWAY, AND 80 FEET EAST OF A SMALL ROAD LEADING NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0157 ***********************************************************************
 GA0157  DESIGNATION -  B 109
 GA0157  PID         -  GA0157
 GA0157  STATE/COUNTY-  VA/DICKENSON
 GA0157  USGS QUAD   -  ST PAUL (1991)
 GA0157
 GA0157                         *CURRENT SURVEY CONTROL
 GA0157  ___________________________________________________________________
 GA0157* NAD 83(1986)-  36 59 18.     (N)    082 18 17.     (W)     SCALED    
 GA0157* NAVD 88     -       561.721  (meters)    1842.91   (feet)  ADJUSTED  
 GA0157  ___________________________________________________________________
 GA0157  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA0157  DYNAMIC HT  -         561.221 (meters)    1841.27  (feet)  COMP
 GA0157  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 GA0157
 GA0157  VERT ORDER  -  SECOND    CLASS 0
 GA0157
 GA0157.The horizontal coordinates were scaled from a topographic map and have
 GA0157.an estimated accuracy of +/- 6 seconds.
 GA0157
 GA0157.The orthometric height was determined by differential leveling
 GA0157.and adjusted by the National Geodetic Survey in June 1991..
 GA0157
 GA0157.The geoid height was determined by GEOID03.
 GA0157
 GA0157.The dynamic height is computed by dividing the NAVD 88
 GA0157.geopotential number by the normal gravity value computed on the
 GA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0157.degrees latitude (g = 980.6199 gals.).
 GA0157
 GA0157.The modeled gravity was interpolated from observed gravity values.
 GA0157
 GA0157;                    North         East    Units  Estimated Accuracy
 GA0157;SPC VA S     - 1,079,510.    3,161,390.      MT  (+/- 180 meters Scaled)
 GA0157
 GA0157                          SUPERSEDED SURVEY CONTROL
 GA0157
 GA0157  NGVD 29 (??/??/92)  561.860  (m)         1843.37   (f) ADJ UNCH    2 0
 GA0157
 GA0157.Superseded values are not recommended for survey control.
 GA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0157.See file dsdata.txt to determine how the superseded data were derived.
 GA0157
 GA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA838943(NAD 83)
 GA0157_MARKER: DB = BENCH MARK DISK
 GA0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0157_SP_SET: TUNNEL
 GA0157_STAMPING: B 109 1935
 GA0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0157
 GA0157  HISTORY     - Date     Condition        Report By
 GA0157  HISTORY     - 1935     MONUMENTED       CGS
 GA0157  HISTORY     - 1958     GOOD             NGS
 GA0157
 GA0157                          STATION DESCRIPTION
 GA0157
 GA0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0157'1.8 MI SE FROM TRAMMEL.
 GA0157'1.8 MILES SOUTHEAST ALONG THE CLINCHFIELD RAILROAD FROM A GRADED
 GA0157'ROAD CROSSING AT TRAMMEL, ABOUT 1.15 MILES NORTHWEST ALONG THE
 GA0157'CLINCHFIELD RAILROAD FROM THE STATION AT DANTE, RUSSELL COUNTY,
 GA0157'ABOUT 6 1/2 RAILS NORTH OF MILEPOST 34, 8 FEET EAST OF THE EAST
 GA0157'RAIL, SET VERTICALLY IN THE SOUTH FACE OF THE EAST WALL OF A
 GA0157'LONG TUNNEL (THE FIRST TUNNEL NORTHWEST OF THE STATION AT DANTE),
 GA0157'3 FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GA0157'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1795 ***********************************************************************
 GX1795  DESIGNATION -  B 11
 GX1795  PID         -  GX1795
 GX1795  STATE/COUNTY-  VA/TAZEWELL
 GX1795  USGS QUAD   -  RICHLANDS (1978)
 GX1795
 GX1795                         *CURRENT SURVEY CONTROL
 GX1795  ___________________________________________________________________
 GX1795* NAD 83(1986)-  37 05 02.     (N)    081 45 35.     (W)     SCALED    
 GX1795* NAVD 88     -       607.595  (meters)    1993.42   (feet)  ADJUSTED  
 GX1795  ___________________________________________________________________
 GX1795  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GX1795  DYNAMIC HT  -         607.052 (meters)    1991.64  (feet)  COMP
 GX1795  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GX1795
 GX1795  VERT ORDER  -  SECOND    CLASS 0
 GX1795
 GX1795.The horizontal coordinates were scaled from a topographic map and have
 GX1795.an estimated accuracy of +/- 6 seconds.
 GX1795
 GX1795.The orthometric height was determined by differential leveling
 GX1795.and adjusted by the National Geodetic Survey in June 1991..
 GX1795
 GX1795.The geoid height was determined by GEOID03.
 GX1795
 GX1795.The dynamic height is computed by dividing the NAVD 88
 GX1795.geopotential number by the normal gravity value computed on the
 GX1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1795.degrees latitude (g = 980.6199 gals.).
 GX1795
 GX1795.The modeled gravity was interpolated from observed gravity values.
 GX1795
 GX1795;                    North         East    Units  Estimated Accuracy
 GX1795;SPC VA S     - 1,088,300.    3,210,240.      MT  (+/- 180 meters Scaled)
 GX1795
 GX1795                          SUPERSEDED SURVEY CONTROL
 GX1795
 GX1795  NGVD 29 (??/??/92)  607.738  (m)         1993.89   (f) ADJ UNCH    2 0
 GX1795
 GX1795.Superseded values are not recommended for survey control.
 GX1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1795.See file dsdata.txt to determine how the superseded data were derived.
 GX1795
 GX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB324044(NAD 83)
 GX1795_MARKER: DD = SURVEY DISK
 GX1795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1795_SP_SET: ABUTMENT
 GX1795_STAMPING: 1996 B 11 1912
 GX1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1795
 GX1795  HISTORY     - Date     Condition        Report By
 GX1795  HISTORY     - 1912     MONUMENTED       USGS
 GX1795  HISTORY     - 1963     GOOD             NGS
 GX1795  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX1795
 GX1795                          STATION DESCRIPTION
 GX1795
 GX1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX1795'AT CEDAR BLUFF.
 GX1795'AT CEDAR BLUFF, TAZEWELL COUNTY, ON THE NORFOLK AND WESTERN
 GX1795'RAILWAY, ABOUT 720 FEET WEST OF THE STATION, 220 FEET EAST OF
 GX1795'MILEPOST 65, AT THE BRIDGE OVER CLINCH RIVER, AND IN THE TOP
 GX1795'OF THE NORTH END OF THE WEST ABUTMENT.  A UNITED STATES GEOLOGICAL
 GX1795'SURVEY STANDARD DISK, STAMPED 1996 B 11 1912.  NOTE-- THE BRIDGE
 GX1795'HAD BEEN REBUILT.
 GX1795
 GX1795                          STATION RECOVERY (1963)
 GX1795
 GX1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1232 ***********************************************************************
 FX1232  DESIGNATION -  B 11 RESET 1933
 FX1232  PID         -  FX1232
 FX1232  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1232  USGS QUAD   -  COURTLAND (1986)
 FX1232
 FX1232                         *CURRENT SURVEY CONTROL
 FX1232  ___________________________________________________________________
 FX1232* NAD 83(1986)-  36 38 07.     (N)    077 04 57.     (W)     SCALED    
 FX1232* NAVD 88     -        27.210  (meters)      89.27   (feet)  POSTED    
 FX1232  ___________________________________________________________________
 FX1232  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 FX1232  DYNAMIC HT  -          27.190 (meters)      89.21  (feet)  COMP
 FX1232  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 FX1232
 FX1232  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX1232
 FX1232.The horizontal coordinates were scaled from a topographic map and have
 FX1232.an estimated accuracy of +/- 6 seconds.
 FX1232
 FX1232.The orthometric height was determined by differential leveling
 FX1232.and adjusted by the National Geodetic Survey in 1992..
 FX1232.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX1232.rate greater than 8.0 mm/km.
 FX1232
 FX1232.The geoid height was determined by GEOID03.
 FX1232
 FX1232.The dynamic height is computed by dividing the NAVD 88
 FX1232.geopotential number by the normal gravity value computed on the
 FX1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1232.degrees latitude (g = 980.6199 gals.).
 FX1232
 FX1232.The modeled gravity was interpolated from observed gravity values.
 FX1232
 FX1232;                    North         East    Units  Estimated Accuracy
 FX1232;SPC VA S     - 1,034,460.    3,626,770.      MT  (+/- 180 meters Scaled)
 FX1232
 FX1232                          SUPERSEDED SURVEY CONTROL
 FX1232
 FX1232  NGVD 29 (??/??/92)   27.587  (m)           90.51   (f) ADJ UNCH    1 2
 FX1232
 FX1232.Superseded values are not recommended for survey control.
 FX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1232.See file dsdata.txt to determine how the superseded data were derived.
 FX1232
 FX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF138564(NAD 83)
 FX1232_MARKER: DR = REFERENCE MARK DISK
 FX1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1232_STAMPING: B 11 CAL 1918 1933
 FX1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1232+STABILITY: SURFACE MOTION
 FX1232
 FX1232  HISTORY     - Date     Condition        Report By
 FX1232  HISTORY     - 1933     MONUMENTED       CGS
 FX1232  HISTORY     - 1953     GOOD             NGS
 FX1232  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1232
 FX1232                          STATION DESCRIPTION
 FX1232
 FX1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1232'2.4 MI NE FROM NEWSOMS.
 FX1232'2.45 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1232'THE STATION AT NEWSOMS, AT CROSSING OF COUNTY ROAD 674 KNOWN
 FX1232'AS GUM CROSSING, ABOUT 0.35 MILE NORTHEAST OF MILE POST 47,
 FX1232'28 FEET NORTHWEST OF NORTHWEST RAIL, 46 FEET WEST OF CENTER
 FX1232'OF CROSSING OF ROAD 674, 81 FEET EAST OF TELEPHONE POLE NO.
 FX1232'1319, 71 FEET WEST AND ACROSS CROSSING FROM BM C 11 = CAL, ABOUT 1
 FX1232'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FX1232'PROJECTING 1 INCH.
 FX1232
 FX1232                          STATION RECOVERY (1978)
 FX1232
 FX1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1232'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0085 ***********************************************************************
 GW0085  DESIGNATION -  B 111
 GW0085  PID         -  GW0085
 GW0085  STATE/COUNTY-  VA/FLUVANNA
 GW0085  USGS QUAD   -  COLUMBIA (1979)
 GW0085
 GW0085                         *CURRENT SURVEY CONTROL
 GW0085  ___________________________________________________________________
 GW0085* NAD 83(1986)-  37 49 35.     (N)    078 10 45.     (W)     SCALED    
 GW0085* NAVD 88     -       115.785  (meters)     379.87   (feet)  ADJUSTED  
 GW0085  ___________________________________________________________________
 GW0085  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW0085  DYNAMIC HT  -         115.706 (meters)     379.61  (feet)  COMP
 GW0085  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 GW0085
 GW0085  VERT ORDER  -  SECOND    CLASS 0
 GW0085
 GW0085.The horizontal coordinates were scaled from a topographic map and have
 GW0085.an estimated accuracy of +/- 6 seconds.
 GW0085
 GW0085.The orthometric height was determined by differential leveling
 GW0085.and adjusted by the National Geodetic Survey in June 1991..
 GW0085
 GW0085.The geoid height was determined by GEOID03.
 GW0085
 GW0085.The dynamic height is computed by dividing the NAVD 88
 GW0085.geopotential number by the normal gravity value computed on the
 GW0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0085.degrees latitude (g = 980.6199 gals.).
 GW0085
 GW0085.The modeled gravity was interpolated from observed gravity values.
 GW0085
 GW0085;                    North         East    Units  Estimated Accuracy
 GW0085;SPC VA S     - 1,165,740.    3,528,250.      MT  (+/- 180 meters Scaled)
 GW0085
 GW0085                          SUPERSEDED SURVEY CONTROL
 GW0085
 GW0085  NGVD 29 (??/??/92)  116.05   (m)          380.7    (f) COMPUTED    2 0
 GW0085
 GW0085.Superseded values are not recommended for survey control.
 GW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0085.See file dsdata.txt to determine how the superseded data were derived.
 GW0085
 GW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB482903(NAD 83)
 GW0085_MARKER: DB = BENCH MARK DISK
 GW0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0085_STAMPING: B 111 1935
 GW0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0085+STABILITY: SURFACE MOTION
 GW0085
 GW0085  HISTORY     - Date     Condition        Report By
 GW0085  HISTORY     - 1935     MONUMENTED       CGS
 GW0085  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0085
 GW0085                          STATION DESCRIPTION
 GW0085
 GW0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0085'AT SHEPHERDS STORE.
 GW0085'AT JUNCTION OF ROADS 608 WITH ROAD 16, 33 FEET WEST OF CENTER
 GW0085'LINE OF ROAD 16, 30 FEET NORTH OF ROAD 608, WEST OF SHEPARDS
 GW0085'STORE.
 GW0085
 GW0085                          STATION RECOVERY (1998)
 GW0085
 GW0085'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0086 ***********************************************************************
 GW0086  DESIGNATION -  B 111 RESET 1940
 GW0086  PID         -  GW0086
 GW0086  STATE/COUNTY-  VA/FLUVANNA
 GW0086  USGS QUAD   -  COLUMBIA (1979)
 GW0086
 GW0086                         *CURRENT SURVEY CONTROL
 GW0086  ___________________________________________________________________
 GW0086* NAD 83(1986)-  37 49 35.     (N)    078 10 45.     (W)     SCALED    
 GW0086* NAVD 88     -       116.70   (+/-2cm)     382.9    (feet)  VERTCON   
 GW0086  ___________________________________________________________________
 GW0086  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW0086
 GW0086  VERT ORDER  -  THIRD (See Below)
 GW0086
 GW0086.The horizontal coordinates were scaled from a topographic map and have
 GW0086.an estimated accuracy of +/- 6 seconds.
 GW0086
 GW0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0086.The vertical order pertains to the NGVD 29 superseded value.
 GW0086
 GW0086.The geoid height was determined by GEOID03.
 GW0086
 GW0086;                    North         East    Units  Estimated Accuracy
 GW0086;SPC VA S     - 1,165,740.    3,528,250.      MT  (+/- 180 meters Scaled)
 GW0086
 GW0086                          SUPERSEDED SURVEY CONTROL
 GW0086
 GW0086  NGVD 29 (03/21/06)  116.96   (m)          383.7    (f) RESET       3  
 GW0086
 GW0086.Superseded values are not recommended for survey control.
 GW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0086.See file dsdata.txt to determine how the superseded data were derived.
 GW0086
 GW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB482903(NAD 83)
 GW0086_MARKER: DD = SURVEY DISK
 GW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0086_STAMPING: B 111 RESET 1940
 GW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0086+STABILITY: SURFACE MOTION
 GW0086
 GW0086  HISTORY     - Date     Condition        Report By
 GW0086  HISTORY     - 1940     MONUMENTED       VADH
 GW0086  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW0086  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0086  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GW0086
 GW0086                          STATION DESCRIPTION
 GW0086
 GW0086'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1940
 GW0086'AT SHEPHERDS STORE.
 GW0086'AT SHEPHERDS STORE, FLUVANNA COUNTY, AT THE JUNCTION OF STATE
 GW0086'HIGHWAY 16 AND SECONDARY STATE HIGHWAY 608, 86 FEET WEST OF THE
 GW0086'CENTERLINE OF STATE HIGHWAY 16, AND 82 FEET NORTH OF SECONDARY
 GW0086'STATE HIGHWAY 608.  A STANDARD DISK, STAMPED B 111 RESET 1940
 GW0086'AND SET IN THE TOP OF A CONCRETE POST.
 GW0086
 GW0086                          STATION RECOVERY (1962)
 GW0086
 GW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0086'MARK NOT FOUND.
 GW0086
 GW0086                          STATION RECOVERY (1998)
 GW0086
 GW0086'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0086'MARK NOT FOUND.
 GW0086
 GW0086                          STATION RECOVERY (2003)
 GW0086
 GW0086'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0103 ***********************************************************************
 GW0103  DESIGNATION -  B 112
 GW0103  PID         -  GW0103
 GW0103  STATE/COUNTY-  VA/GOOCHLAND
 GW0103  USGS QUAD   -  CARTERSVILLE (1979)
 GW0103
 GW0103                         *CURRENT SURVEY CONTROL
 GW0103  ___________________________________________________________________
 GW0103* NAD 83(1986)-  37 43 18.     (N)    078 05 00.     (W)     SCALED    
 GW0103* NAVD 88     -        61.916  (meters)     203.14   (feet)  ADJUSTED  
 GW0103  ___________________________________________________________________
 GW0103  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW0103  DYNAMIC HT  -          61.874 (meters)     203.00  (feet)  COMP
 GW0103  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 GW0103
 GW0103  VERT ORDER  -  SECOND    CLASS 0
 GW0103
 GW0103.The horizontal coordinates were scaled from a topographic map and have
 GW0103.an estimated accuracy of +/- 6 seconds.
 GW0103
 GW0103.The orthometric height was determined by differential leveling
 GW0103.and adjusted by the National Geodetic Survey in June 1991..
 GW0103
 GW0103.The geoid height was determined by GEOID03.
 GW0103
 GW0103.The dynamic height is computed by dividing the NAVD 88
 GW0103.geopotential number by the normal gravity value computed on the
 GW0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0103.degrees latitude (g = 980.6199 gals.).
 GW0103
 GW0103.The modeled gravity was interpolated from observed gravity values.
 GW0103
 GW0103;                    North         East    Units  Estimated Accuracy
 GW0103;SPC VA S     - 1,154,150.    3,536,730.      MT  (+/- 180 meters Scaled)
 GW0103
 GW0103                          SUPERSEDED SURVEY CONTROL
 GW0103
 GW0103  NGVD 29 (??/??/92)   62.197  (m)          204.06   (f) ADJ UNCH    2 0
 GW0103
 GW0103.Superseded values are not recommended for survey control.
 GW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0103.See file dsdata.txt to determine how the superseded data were derived.
 GW0103
 GW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB570789(NAD 83)
 GW0103_MARKER: DB = BENCH MARK DISK
 GW0103_SETTING: 80 = SET IN A BOULDER
 GW0103_SP_SET: BOULDER
 GW0103_STAMPING: B 112 1935
 GW0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0103+STABILITY: SURFACE MOTION
 GW0103
 GW0103  HISTORY     - Date     Condition        Report By
 GW0103  HISTORY     - 1935     MONUMENTED       CGS
 GW0103  HISTORY     - 1959     MARK NOT FOUND   USGS
 GW0103  HISTORY     - 1959     MARK NOT FOUND   USGS
 GW0103  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0103  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0103
 GW0103                          STATION DESCRIPTION
 GW0103
 GW0103'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GW0103'0.4 MI NE FROM ELK HILL.
 GW0103'0.4 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 608 FROM THE
 GW0103'CHESAPEAKE AND OHIO RAILWAY STATION AT ELK HILL, GOOCHLAND COUNTY,
 GW0103'2.1 MILES SOUTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 606,
 GW0103'AT A SMALL BROOK, 10 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GW0103'IN THE TOP OF A BOULDER, LEVEL WITH THE ROADWAY, AND ABOUT 27
 GW0103'INCHES HIGHER THAN THE WATER LEVEL.  A STANDARD DISK, STAMPED
 GW0103'B 112 1935.
 GW0103
 GW0103                          STATION RECOVERY (1959)
 GW0103
 GW0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GW0103'MARK NOT FOUND.
 GW0103
 GW0103                          STATION RECOVERY (1983)
 GW0103
 GW0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0103'MARK NOT FOUND.
 GW0103
 GW0103                          STATION RECOVERY (1998)
 GW0103
 GW0103'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8973 ***********************************************************************
 HV8973  DESIGNATION -  B 113 RESET
 HV8973  PID         -  HV8973
 HV8973  STATE/COUNTY-  VA/LOUISA
 HV8973  USGS QUAD   -  MINERAL (1981)
 HV8973
 HV8973                         *CURRENT SURVEY CONTROL
 HV8973  ___________________________________________________________________
 HV8973* NAD 83(1986)-  38 01 42.     (N)    077 53 40.     (W)     SCALED    
 HV8973* NAVD 88     -       138.37   (meters)     454.0    (feet)  RESET     
 HV8973  ___________________________________________________________________
 HV8973  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV8973
 HV8973  VERT ORDER  -  THIRD
 HV8973
 HV8973.The horizontal coordinates were scaled from a topographic map and have
 HV8973.an estimated accuracy of +/- 6 seconds.
 HV8973
 HV8973.The orthometric height was computed from unverified reset data.
 HV8973.No vertical observational check was made to the station.
 HV8973
 HV8973.The geoid height was determined by GEOID03.
 HV8973
 HV8973;                    North         East    Units  Estimated Accuracy
 HV8973;SPC VA S     - 1,188,280.    3,553,170.      MT  (+/- 180 meters Scaled)
 HV8973
 HV8973                          SUPERSEDED SURVEY CONTROL
 HV8973
 HV8973  NGVD 29 (03/21/06)  138.60   (m)          454.7    (f) RESET       3  
 HV8973
 HV8973.Superseded values are not recommended for survey control.
 HV8973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8973.See file dsdata.txt to determine how the superseded data were derived.
 HV8973
 HV8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH459129(NAD 83)
 HV8973_MARKER: DB = BENCH MARK DISK
 HV8973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8973_SP_SET: CONCRETE POST
 HV8973_STAMPING: B 113 RESET 1991
 HV8973_MARK LOGO: NGS   
 HV8973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV8973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8973+STABILITY: SURFACE MOTION
 HV8973
 HV8973  HISTORY     - Date     Condition        Report By
 HV8973  HISTORY     - 1991     MONUMENTED       VADHT
 HV8973  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV8973  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV8973
 HV8973                          STATION DESCRIPTION
 HV8973
 HV8973'DESCRIBED BY VA DEPT HWYS-TRANSP 1991
 HV8973'1.6 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE CHESAPEAKE AND OHIO
 HV8973'RAILWAY STATION AT MINERAL, ABOUT 100 YARDS WEST OF A HOUSE, 91 FEET
 HV8973'SOUTH OF A MAIL BOX, 77 FEET SOUTH OF PRIVATE ENTRANCE, 99 FEET EAST
 HV8973'OF THE CENTERLINE OF THE HIGHWAY.
 HV8973
 HV8973                          STATION RECOVERY (1998)
 HV8973
 HV8973'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8973'MARK NOT FOUND.
 HV8973
 HV8973                          STATION RECOVERY (2002)
 HV8973
 HV8973'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3349 ***********************************************************************
 HV3349  DESIGNATION -  B 114
 HV3349  PID         -  HV3349
 HV3349  STATE/COUNTY-  VA/ORANGE
 HV3349  USGS QUAD   -  LAHORE (1981)
 HV3349
 HV3349                         *CURRENT SURVEY CONTROL
 HV3349  ___________________________________________________________________
 HV3349* NAD 83(1986)-  38 09 29.     (N)    077 59 48.     (W)     SCALED    
 HV3349* NAVD 88     -       121.481  (meters)     398.56   (feet)  ADJUSTED  
 HV3349  ___________________________________________________________________
 HV3349  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV3349  DYNAMIC HT  -         121.402 (meters)     398.30  (feet)  COMP
 HV3349  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HV3349
 HV3349  VERT ORDER  -  SECOND    CLASS 0
 HV3349
 HV3349.The horizontal coordinates were scaled from a topographic map and have
 HV3349.an estimated accuracy of +/- 6 seconds.
 HV3349
 HV3349.The orthometric height was determined by differential leveling
 HV3349.and adjusted by the National Geodetic Survey in June 1991..
 HV3349
 HV3349.The geoid height was determined by GEOID03.
 HV3349
 HV3349.The dynamic height is computed by dividing the NAVD 88
 HV3349.geopotential number by the normal gravity value computed on the
 HV3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3349.degrees latitude (g = 980.6199 gals.).
 HV3349
 HV3349.The modeled gravity was interpolated from observed gravity values.
 HV3349
 HV3349;                    North         East    Units  Estimated Accuracy
 HV3349;SPC VA N     - 2,054,660.    3,544,110.      MT  (+/- 180 meters Scaled)
 HV3349
 HV3349                          SUPERSEDED SURVEY CONTROL
 HV3349
 HV3349  NGVD 29 (??/??/??)  121.733  (m)          399.39   (f) ADJUSTED    2 0
 HV3349
 HV3349.Superseded values are not recommended for survey control.
 HV3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3349.See file dsdata.txt to determine how the superseded data were derived.
 HV3349
 HV3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH374275(NAD 83)
 HV3349_MARKER: DB = BENCH MARK DISK
 HV3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3349_STAMPING: B 114 1935
 HV3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3349+STABILITY: SURFACE MOTION
 HV3349
 HV3349  HISTORY     - Date     Condition        Report By
 HV3349  HISTORY     - 1935     MONUMENTED       CGS
 HV3349  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3349  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HV3349  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HV3349
 HV3349                          STATION DESCRIPTION
 HV3349
 HV3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3349'3.4 MI S FROM LAHORE.
 HV3349'3.4 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE SCHOOL AT LAHORE,
 HV3349'ORANGE COUNTY, AT THE TOP OF A HILL, AT A CURVE, 31 FEET EAST
 HV3349'OF THE CENTER LINE OF AN ABANDONED ROAD, AND 15 FEET WEST OF THE
 HV3349'CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED B 114 1935
 HV3349'AND SET IN THE TOP OF A CONCRETE POST.
 HV3349
 HV3349                          STATION RECOVERY (1998)
 HV3349
 HV3349'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3349'MARK NOT FOUND.
 HV3349
 HV3349                          STATION RECOVERY (2003)
 HV3349
 HV3349'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2612 ***********************************************************************
 HV2612  DESIGNATION -  B 115 RESET 1941
 HV2612  PID         -  HV2612
 HV2612  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2612  USGS QUAD   -  OCCOQUAN (1994)
 HV2612
 HV2612                         *CURRENT SURVEY CONTROL
 HV2612  ___________________________________________________________________
 HV2612* NAD 83(1986)-  38 39 30.     (N)    077 14 59.     (W)     SCALED    
 HV2612* NAVD 88     -        23.232  (meters)      76.22   (feet)  ADJUSTED  
 HV2612  ___________________________________________________________________
 HV2612  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV2612  DYNAMIC HT  -          23.219 (meters)      76.18  (feet)  COMP
 HV2612  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 HV2612
 HV2612  VERT ORDER  -  SECOND    CLASS 0
 HV2612
 HV2612.The horizontal coordinates were scaled from a topographic map and have
 HV2612.an estimated accuracy of +/- 6 seconds.
 HV2612
 HV2612.The orthometric height was determined by differential leveling
 HV2612.and adjusted by the National Geodetic Survey in June 1991..
 HV2612
 HV2612.The geoid height was determined by GEOID03.
 HV2612
 HV2612.The dynamic height is computed by dividing the NAVD 88
 HV2612.geopotential number by the normal gravity value computed on the
 HV2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2612.degrees latitude (g = 980.6199 gals.).
 HV2612
 HV2612.The modeled gravity was interpolated from observed gravity values.
 HV2612
 HV2612;                    North         East    Units  Estimated Accuracy
 HV2612;SPC VA N     - 2,110,820.    3,608,820.      MT  (+/- 180 meters Scaled)
 HV2612
 HV2612                          SUPERSEDED SURVEY CONTROL
 HV2612
 HV2612  NGVD 29 (??/??/??)   23.490  (m)           77.07   (f) ADJUSTED    2 0
 HV2612
 HV2612.Superseded values are not recommended for survey control.
 HV2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2612.See file dsdata.txt to determine how the superseded data were derived.
 HV2612
 HV2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH042812(NAD 83)
 HV2612_MARKER: DB = BENCH MARK DISK
 HV2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2612_STAMPING: B 115 1935 RESET 1941
 HV2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2612+STABILITY: SURFACE MOTION
 HV2612
 HV2612  HISTORY     - Date     Condition        Report By
 HV2612  HISTORY     - 1941     MONUMENTED       CGS
 HV2612  HISTORY     - 1960     GOOD             CGS
 HV2612
 HV2612                          STATION DESCRIPTION
 HV2612
 HV2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2612'AT WOODBRIDGE.
 HV2612'AT WOODBRIDGE, ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1
 HV2612'FROM THE SOUTHWEST END OF HIGHWAY BRIDGE OVER OCCQUAN CREEK,
 HV2612'40 YARDS SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY 1 AND STATE
 HV2612'HIGHWAY 123, 98 YARDS EAST-SOUTHEAST OF THE EAST CORNER OF
 HV2612'TWO-STORY BANK OF OCCOQUAN, 38 1/2 FEET WEST-NORTHWEST OF THE
 HV2612'CENTER LINE OF HIGHWAY 1, 18 1/2 FEET WEST-NORTHWEST OF THE
 HV2612'WEST-NORTHWEST EDGE OF HIGHWAY, 2.8 FEET SOUTH-SOUTHEAST OF POWER
 HV2612'LINE POLE AND CABLE LINE POLE NO. Q 71, 11 1/2 FEET WEST OF THE
 HV2612'SOUTH-SOUTHWEST END OF THE WEST-NORTHWEST CONCRETE HEAD WALL
 HV2612'OF A 15-INCH PIPE CULVERT UNDER HIGHWAY 1, 15 FEET SOUTHEAST OF
 HV2612'CENTER LINE OF COUNTY ROAD 637 (A CROOKED ROAD PARALLELING THE
 HV2612'HIGHWAY), ABOUT LEVEL WITH THE COUNTY ROAD, ABOUT 1 1/2 FEET ABOVE
 HV2612'THE LEVEL OF HIGHWAY 1, AND SET IN THE TOP OF A CONCRETE POST
 HV2612'1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2613 ***********************************************************************
 HV2613  DESIGNATION -  B 115 RESET 1962
 HV2613  PID         -  HV2613
 HV2613  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2613  USGS QUAD   -  FORT BELVOIR (1983)
 HV2613
 HV2613                         *CURRENT SURVEY CONTROL
 HV2613  ___________________________________________________________________
 HV2613* NAD 83(1986)-  38 39 41.     (N)    077 14 51.     (W)     SCALED    
 HV2613* NAVD 88     -        23.05   (meters)      75.6    (feet)  RESET     
 HV2613  ___________________________________________________________________
 HV2613  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV2613
 HV2613  VERT ORDER  -  THIRD
 HV2613
 HV2613.The horizontal coordinates were scaled from a topographic map and have
 HV2613.an estimated accuracy of +/- 6 seconds.
 HV2613
 HV2613.The orthometric height was computed from unverified reset data.
 HV2613.No vertical observational check was made to the station.
 HV2613
 HV2613.The geoid height was determined by GEOID03.
 HV2613
 HV2613;                    North         East    Units  Estimated Accuracy
 HV2613;SPC VA N     - 2,111,160.    3,609,010.      MT  (+/- 180 meters Scaled)
 HV2613
 HV2613                          SUPERSEDED SURVEY CONTROL
 HV2613
 HV2613  NGVD 29 (??/??/??)   23.30   (m)           76.4    (f) RESET       3  
 HV2613
 HV2613.Superseded values are not recommended for survey control.
 HV2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2613.See file dsdata.txt to determine how the superseded data were derived.
 HV2613
 HV2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH044815(NAD 83)
 HV2613_MARKER: DB = BENCH MARK DISK
 HV2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2613_STAMPING: B 115 RESET 1962
 HV2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2613+STABILITY: SURFACE MOTION
 HV2613
 HV2613  HISTORY     - Date     Condition        Report By
 HV2613  HISTORY     - 1962     MONUMENTED       CGS
 HV2613
 HV2613                          STATION DESCRIPTION
 HV2613
 HV2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV2613'AT WOODBRIDGE.
 HV2613'AT WOODBRIDGE, ABOUT 160 FEET SOUTH OF THE INTERSECTION OF STATE
 HV2613'HIGHWAY 123 AND U.S. HIGHWAY 1 IN THE CENTER ONE OF THREE ISLANDS
 HV2613'OF THE WOODBRIDGE ESSO SERVICE STATION.  IT IS 100 FEET NORTH OF
 HV2613'THE CENTER OF COUNTY ROAD 687, 3 FEET SOUTH OF POWER POLE, WITH
 HV2613'LIGHT ON TOP, 3 FEET EAST OF THE WEST CURB OF THE ISLAND, 130 FEET
 HV2613'SOUTHWEST OF THE ENTRANCE TO THE SERVICE STATION AND ABOUT 400
 HV2613'FEET EAST OF THE BANK OF OCCOQUAN AND ABOUT LEVEL WITH THE GROUND,
 HV2613'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2629 ***********************************************************************
 HV2629  DESIGNATION -  B 116
 HV2629  PID         -  HV2629
 HV2629  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2629  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2629
 HV2629                         *CURRENT SURVEY CONTROL
 HV2629  ___________________________________________________________________
 HV2629* NAD 83(1986)-  38 37 50.     (N)    077 25 02.     (W)     SCALED    
 HV2629* NAVD 88     -       110.798  (meters)     363.51   (feet)  ADJUSTED  
 HV2629  ___________________________________________________________________
 HV2629  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV2629  DYNAMIC HT  -         110.733 (meters)     363.30  (feet)  COMP
 HV2629  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 HV2629
 HV2629  VERT ORDER  -  SECOND    CLASS 0
 HV2629
 HV2629.The horizontal coordinates were scaled from a topographic map and have
 HV2629.an estimated accuracy of +/- 6 seconds.
 HV2629
 HV2629.The orthometric height was determined by differential leveling
 HV2629.and adjusted by the National Geodetic Survey in June 1991..
 HV2629
 HV2629.The geoid height was determined by GEOID03.
 HV2629
 HV2629.The dynamic height is computed by dividing the NAVD 88
 HV2629.geopotential number by the normal gravity value computed on the
 HV2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2629.degrees latitude (g = 980.6199 gals.).
 HV2629
 HV2629.The modeled gravity was interpolated from observed gravity values.
 HV2629
 HV2629;                    North         East    Units  Estimated Accuracy
 HV2629;SPC VA N     - 2,107,550.    3,594,280.      MT  (+/- 180 meters Scaled)
 HV2629
 HV2629                          SUPERSEDED SURVEY CONTROL
 HV2629
 HV2629  NGVD 29 (??/??/??)  111.039  (m)          364.30   (f) ADJUSTED    2 0
 HV2629
 HV2629.Superseded values are not recommended for survey control.
 HV2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2629.See file dsdata.txt to determine how the superseded data were derived.
 HV2629
 HV2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH895785(NAD 83)
 HV2629_MARKER: DB = BENCH MARK DISK
 HV2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2629_STAMPING: B 116 1935
 HV2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2629+STABILITY: SURFACE MOTION
 HV2629
 HV2629  HISTORY     - Date     Condition        Report By
 HV2629  HISTORY     - 1935     MONUMENTED       CGS
 HV2629  HISTORY     - 1954     GOOD             USE
 HV2629
 HV2629                          STATION DESCRIPTION
 HV2629
 HV2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2629'1.2 MI SE FROM INDEPENDENT HILL.
 HV2629'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 234 FROM INDEPENDENT HILL,
 HV2629'PRINCE WILLIAM COUNTY, 95 FEET NORTHWEST OF THE CROSSING OF A
 HV2629'POWER-TRANSMISSION LINE, 65 FEET EAST OF THE CENTER OF A CONCRETE
 HV2629'HEAD WALL ON THE NORTH SIDE OF THE HIGHWAY, 32 FEET NORTH OF THE
 HV2629'CENTER LINE OF THE HIGHWAY, AND 26 FEET SOUTHEAST OF REA
 HV2629'POWER-TRANSMISSION LINE POLE BRP A 162-23.  A STANDARD DISK,
 HV2629'STAMPED B 116 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV2629'6 INCHES ABOVE GROUND.
 HV2629
 HV2629                          STATION RECOVERY (1954)
 HV2629
 HV2629'RECOVERY NOTE BY US ENGINEERS 1954
 HV2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3295 ***********************************************************************
 HV3295  DESIGNATION -  B 118
 HV3295  PID         -  HV3295
 HV3295  STATE/COUNTY-  VA/STAFFORD
 HV3295  USGS QUAD   -  STORCK (1984)
 HV3295
 HV3295                         *CURRENT SURVEY CONTROL
 HV3295  ___________________________________________________________________
 HV3295* NAD 83(1986)-  38 25 43.     (N)    077 34 37.     (W)     SCALED    
 HV3295* NAVD 88     -       110.670  (meters)     363.09   (feet)  ADJUSTED  
 HV3295  ___________________________________________________________________
 HV3295  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV3295  DYNAMIC HT  -         110.603 (meters)     362.87  (feet)  COMP
 HV3295  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV3295
 HV3295  VERT ORDER  -  SECOND    CLASS 0
 HV3295
 HV3295.The horizontal coordinates were scaled from a topographic map and have
 HV3295.an estimated accuracy of +/- 6 seconds.
 HV3295
 HV3295.The orthometric height was determined by differential leveling
 HV3295.and adjusted by the National Geodetic Survey in June 1991..
 HV3295
 HV3295.The geoid height was determined by GEOID03.
 HV3295
 HV3295.The dynamic height is computed by dividing the NAVD 88
 HV3295.geopotential number by the normal gravity value computed on the
 HV3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3295.degrees latitude (g = 980.6199 gals.).
 HV3295
 HV3295.The modeled gravity was interpolated from observed gravity values.
 HV3295
 HV3295;                    North         East    Units  Estimated Accuracy
 HV3295;SPC VA N     - 2,084,980.    3,580,600.      MT  (+/- 180 meters Scaled)
 HV3295
 HV3295                          SUPERSEDED SURVEY CONTROL
 HV3295
 HV3295  NGVD 29 (??/??/??)  110.921  (m)          363.91   (f) ADJUSTED    2 0
 HV3295
 HV3295.Superseded values are not recommended for survey control.
 HV3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3295.See file dsdata.txt to determine how the superseded data were derived.
 HV3295
 HV3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH750565(NAD 83)
 HV3295_MARKER: DB = BENCH MARK DISK
 HV3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3295_STAMPING: B 118 1935
 HV3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3295+STABILITY: SURFACE MOTION
 HV3295
 HV3295  HISTORY     - Date     Condition        Report By
 HV3295  HISTORY     - 1935     MONUMENTED       CGS
 HV3295  HISTORY     - 1961     GOOD             CGS
 HV3295  HISTORY     - 19960413 POOR             USPSQD
 HV3295  HISTORY     - 20040308 POOR             GEOMET
 HV3295
 HV3295                          STATION DESCRIPTION
 HV3295
 HV3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3295'2.4 MI NW FROM HEMP.
 HV3295'2.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 612 FROM
 HV3295'HEMP, STAFFORD COUNTY, ON THE OUTSIDE OF A CURVE, 300 FEET WEST
 HV3295'OF A HOUSE, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30
 HV3295'FEET NORTHWEST OF A PRIVATE ENTRANCE, AND 1 FOOT WEST OF THE EAST
 HV3295'PROPERTY-LINE.  A STANDARD DISK, STAMPED B 118 1935 AND SET IN
 HV3295'THE TOP OF A CONCRETE POST.  NOTE-- ADDITIONAL WITNESS POINTS
 HV3295'ARE-- ACROSS THE ROAD FROM A ONE STORY STUCCO HOUSE, 54.5 FEET
 HV3295'WEST OF POWERPOLE NO. 43, 19 FEET NORTHEAST OF THE HIGHWAY,
 HV3295'25 FEET NORTHWEST OF THE CENTER OF THE DRIVE LEADING TO A TWO
 HV3295'STORY FARM HOUSE, 11 FEET SOUTHWEST OF A FENCE AND ONE FOOT NORTH
 HV3295'OF A CGS WITNESS SIGN.
 HV3295
 HV3295                          STATION RECOVERY (1996)
 HV3295
 HV3295'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3295'MARK RECOVERED IN POOR CONDITION.
 HV3295
 HV3295                          STATION RECOVERY (2004)
 HV3295
 HV3295'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV3295'THE STATION MONUMENT IS SLIGHTLY LEANING AND THE DISK HAS BEEN
 HV3295'MUTILATED SEVERAL TIMES TO THE POINT IT IS NO LONGER LEGIBLE.
 HV3295'THE STATION IS LOCATED APPROXIMATELY 200' NW OF JESSE CURTIS ROAD (SR
 HV3295'755) AND 50' NW OF DIAMOND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1616 ***********************************************************************
 HV1616  DESIGNATION -  B 12
 HV1616  PID         -  HV1616
 HV1616  STATE/COUNTY-  VA/ARLINGTON
 HV1616  USGS QUAD   -  ALEXANDRIA (1994)
 HV1616
 HV1616                         *CURRENT SURVEY CONTROL
 HV1616  ___________________________________________________________________
 HV1616* NAD 83(1986)-  38 50 28.     (N)    077 03 05.     (W)     SCALED    
 HV1616* NAVD 88     -         6.126  (meters)      20.10   (feet)  ADJUSTED  
 HV1616  ___________________________________________________________________
 HV1616  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV1616  DYNAMIC HT  -           6.123 (meters)      20.09  (feet)  COMP
 HV1616  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 HV1616
 HV1616  VERT ORDER  -  FIRST     CLASS II
 HV1616
 HV1616.The horizontal coordinates were scaled from a topographic map and have
 HV1616.an estimated accuracy of +/- 6 seconds.
 HV1616
 HV1616.The orthometric height was determined by differential leveling
 HV1616.and adjusted by the National Geodetic Survey in June 1991..
 HV1616
 HV1616.The geoid height was determined by GEOID03.
 HV1616
 HV1616.The dynamic height is computed by dividing the NAVD 88
 HV1616.geopotential number by the normal gravity value computed on the
 HV1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1616.degrees latitude (g = 980.6199 gals.).
 HV1616
 HV1616.The modeled gravity was interpolated from observed gravity values.
 HV1616
 HV1616;                    North         East    Units  Estimated Accuracy
 HV1616;SPC VA N     - 2,131,360.    3,625,760.      MT  (+/- 180 meters Scaled)
 HV1616
 HV1616                          SUPERSEDED SURVEY CONTROL
 HV1616
 HV1616  NGVD 29 (??/??/??)    6.381  (m)           20.93   (f) ADJUSTED    1 2
 HV1616
 HV1616.Superseded values are not recommended for survey control.
 HV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1616.See file dsdata.txt to determine how the superseded data were derived.
 HV1616
 HV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ219011(NAD 83)
 HV1616_MARKER: DB = BENCH MARK DISK
 HV1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1616_SP_SET: FOUNDATION
 HV1616_STAMPING: B 12 1927 21.050
 HV1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1616
 HV1616  HISTORY     - Date     Condition        Report By
 HV1616  HISTORY     - 1927     MONUMENTED       CGS
 HV1616  HISTORY     - 1971     GOOD             NGS
 HV1616  HISTORY     - 1978     GOOD             DMA
 HV1616
 HV1616                          STATION DESCRIPTION
 HV1616
 HV1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1616'AT ARLINGTON.
 HV1616'AT ARLINGTON, ABOUT 2.15 MILES SOUTH ALONG THE RICHMOND,
 HV1616'FREDERICKSBURG AND POTOMAC RIVER RAILROAD FROM THE SOUTHWEST END
 HV1616'OF THE RAILROAD BRIDGE OVER THE POTOMAC RIVER, ABOUT 0.2 MILE
 HV1616'WEST OF THE MT. VERNON MEMORIAL HIGHWAY AT THE SOUTH END OF THE
 HV1616'WASHINGTON NATIONAL AIRPORT, 88.7 FEET NORTH OF MILEPOST 108, 96
 HV1616'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 5 FEET EAST OF
 HV1616'THE EAST RAIL OF THE EAST MAIN TRACK, SET IN THE TOP OF THE
 HV1616'NORTHWEST CORNER FOUNDATION FOR AN ABANDONED BATTERY BOX, ABOUT
 HV1616'1/2 FOOT BELOW THE LEVEL OF THE TRACKS, AND ABOUT 1/2 FOOT ABOVE
 HV1616'THE BALLAST.
 HV1616
 HV1616                          STATION RECOVERY (1978)
 HV1616
 HV1616'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2661 ***********************************************************************
 HV2661  DESIGNATION -  B 120
 HV2661  PID         -  HV2661
 HV2661  STATE/COUNTY-  VA/FAIRFAX
 HV2661  USGS QUAD   -  MANASSAS (1994)
 HV2661
 HV2661                         *CURRENT SURVEY CONTROL
 HV2661  ___________________________________________________________________
 HV2661* NAD 83(1986)-  38 46 15.     (N)    077 22 37.     (W)     SCALED    
 HV2661* NAVD 88     -       106.146  (meters)     348.25   (feet)  ADJUSTED  
 HV2661  ___________________________________________________________________
 HV2661  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV2661  DYNAMIC HT  -         106.086 (meters)     348.05  (feet)  COMP
 HV2661  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 HV2661
 HV2661  VERT ORDER  -  SECOND    CLASS 0
 HV2661
 HV2661.The horizontal coordinates were scaled from a topographic map and have
 HV2661.an estimated accuracy of +/- 6 seconds.
 HV2661
 HV2661.The orthometric height was determined by differential leveling
 HV2661.and adjusted by the National Geodetic Survey in June 1991..
 HV2661
 HV2661.The geoid height was determined by GEOID03.
 HV2661
 HV2661.The dynamic height is computed by dividing the NAVD 88
 HV2661.geopotential number by the normal gravity value computed on the
 HV2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2661.degrees latitude (g = 980.6199 gals.).
 HV2661
 HV2661.The modeled gravity was interpolated from observed gravity values.
 HV2661
 HV2661;                    North         East    Units  Estimated Accuracy
 HV2661;SPC VA N     - 2,123,160.    3,597,590.      MT  (+/- 180 meters Scaled)
 HV2661
 HV2661                          SUPERSEDED SURVEY CONTROL
 HV2661
 HV2661  NGVD 29 (??/??/??)  106.395  (m)          349.06   (f) ADJUSTED    2 0
 HV2661
 HV2661.Superseded values are not recommended for survey control.
 HV2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2661.See file dsdata.txt to determine how the superseded data were derived.
 HV2661
 HV2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH935940(NAD 83)
 HV2661_MARKER: DB = BENCH MARK DISK
 HV2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2661_STAMPING: B 120 1935
 HV2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2661+STABILITY: SURFACE MOTION
 HV2661
 HV2661  HISTORY     - Date     Condition        Report By
 HV2661  HISTORY     - 1935     MONUMENTED       CGS
 HV2661  HISTORY     - 1941     GOOD             CGS
 HV2661  HISTORY     - 1941     GOOD             CGS
 HV2661
 HV2661                          STATION DESCRIPTION
 HV2661
 HV2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2661'0.9 MI E FROM CLIFTON.
 HV2661'0.9 MILE EAST ALONG SECONDARY STATE HIGHWAY 645 FROM THE
 HV2661'SOUTHERN RAILWAY STATION AT CLIFTON, FAIRFAX COUNTY, 100 FEET
 HV2661'NORTH OF THE CENTER OF THE JUNCTION OF SECONDARY STATE HIGHWAY 615,
 HV2661'35 FEET EAST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 645,
 HV2661'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 HV2661'STAMPED B 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV2661
 HV2661                          STATION RECOVERY (1941)
 HV2661
 HV2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2992 ***********************************************************************
 HV2992  DESIGNATION -  B 13
 HV2992  PID         -  HV2992
 HV2992  STATE/COUNTY-  VA/CAROLINE
 HV2992  USGS QUAD   -  WOODFORD (1984)
 HV2992
 HV2992                         *CURRENT SURVEY CONTROL
 HV2992  ___________________________________________________________________
 HV2992* NAD 83(1986)-  38 03 37.     (N)    077 22 32.     (W)     SCALED    
 HV2992* NAVD 88     -        31.732  (meters)     104.11   (feet)  ADJUSTED  
 HV2992  ___________________________________________________________________
 HV2992  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV2992  DYNAMIC HT  -          31.712 (meters)     104.04  (feet)  COMP
 HV2992  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 HV2992
 HV2992  VERT ORDER  -  FIRST     CLASS II
 HV2992
 HV2992.The horizontal coordinates were scaled from a topographic map and have
 HV2992.an estimated accuracy of +/- 6 seconds.
 HV2992
 HV2992.The orthometric height was determined by differential leveling
 HV2992.and adjusted by the National Geodetic Survey in June 1991..
 HV2992
 HV2992.The geoid height was determined by GEOID03.
 HV2992
 HV2992.The dynamic height is computed by dividing the NAVD 88
 HV2992.geopotential number by the normal gravity value computed on the
 HV2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2992.degrees latitude (g = 980.6199 gals.).
 HV2992
 HV2992.The modeled gravity was interpolated from observed gravity values.
 HV2992
 HV2992;                    North         East    Units  Estimated Accuracy
 HV2992;SPC VA N     - 2,044,290.    3,598,680.      MT  (+/- 180 meters Scaled)
 HV2992
 HV2992                          SUPERSEDED SURVEY CONTROL
 HV2992
 HV2992  NGVD 29 (??/??/??)   32.012  (m)          105.03   (f) ADJUSTED    1 2
 HV2992
 HV2992.Superseded values are not recommended for survey control.
 HV2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2992.See file dsdata.txt to determine how the superseded data were derived.
 HV2992
 HV2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH915151(NAD 83)
 HV2992_MARKER: DB = BENCH MARK DISK
 HV2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2992_STAMPING: 105.026 B 13 1927
 HV2992_MARK LOGO: CGS   
 HV2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2992+STABILITY: SURFACE MOTION
 HV2992
 HV2992  HISTORY     - Date     Condition        Report By
 HV2992  HISTORY     - 1927     MONUMENTED       CGS
 HV2992  HISTORY     - 1941     GOOD             CGS
 HV2992  HISTORY     - 19990210 GOOD             USPSQD
 HV2992  HISTORY     - 20000224 GOOD             GEOMET
 HV2992  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV2992
 HV2992                          STATION DESCRIPTION
 HV2992
 HV2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2992'2.7 MI N FROM BOWLING GREEN PARK.
 HV2992'2.7 MILES NORTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2992'RAILROAD FROM THE STATION AT MILFORD, CARLINE COUNTY, AT
 HV2992'BOWLING GREEN PARK, AT THE CROSSING OF STATE SECONDARY HIGHWAY
 HV2992'626, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22.8 FEET
 HV2992'EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 13 FEET SOUTHWEST
 HV2992'OF A POLE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 HV2992'AT STANDARD DISK, STAMPED 105.026 B 13 1927 AND SET IN THE TOP
 HV2992'OF A CONCRETE POST.
 HV2992
 HV2992                          STATION RECOVERY (1999)
 HV2992
 HV2992'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2992'RECOVERED IN GOOD CONDITION.
 HV2992
 HV2992                          STATION RECOVERY (2000)
 HV2992
 HV2992'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HV2992'GOOD.
 HV2992
 HV2992                          STATION RECOVERY (2002)
 HV2992
 HV2992'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 HV2992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1679 ***********************************************************************
 HW1679  DESIGNATION -  B 133
 HW1679  PID         -  HW1679
 HW1679  STATE/COUNTY-  VA/AUGUSTA
 HW1679  USGS QUAD   -  REDDISH KNOB (1984)
 HW1679
 HW1679                         *CURRENT SURVEY CONTROL
 HW1679  ___________________________________________________________________
 HW1679* NAD 83(1986)-  38 25 38.     (N)    079 07 56.     (W)     SCALED    
 HW1679* NAVD 88     -       561.720  (meters)    1842.91   (feet)  ADJUSTED  
 HW1679  ___________________________________________________________________
 HW1679  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HW1679  DYNAMIC HT  -         561.293 (meters)    1841.51  (feet)  COMP
 HW1679  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 HW1679
 HW1679  VERT ORDER  -  SECOND    CLASS 0
 HW1679
 HW1679.The horizontal coordinates were scaled from a topographic map and have
 HW1679.an estimated accuracy of +/- 6 seconds.
 HW1679
 HW1679.The orthometric height was determined by differential leveling
 HW1679.and adjusted by the National Geodetic Survey in June 1991..
 HW1679
 HW1679.The geoid height was determined by GEOID03.
 HW1679
 HW1679.The dynamic height is computed by dividing the NAVD 88
 HW1679.geopotential number by the normal gravity value computed on the
 HW1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1679.degrees latitude (g = 980.6199 gals.).
 HW1679
 HW1679.The modeled gravity was interpolated from observed gravity values.
 HW1679
 HW1679;                    North         East    Units  Estimated Accuracy
 HW1679;SPC VA N     - 2,084,610.    3,444,800.      MT  (+/- 180 meters Scaled)
 HW1679
 HW1679                          SUPERSEDED SURVEY CONTROL
 HW1679
 HW1679  NGVD 29 (??/??/92)  561.832  (m)         1843.28   (f) ADJ UNCH    2 0
 HW1679
 HW1679.Superseded values are not recommended for survey control.
 HW1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1679.See file dsdata.txt to determine how the superseded data were derived.
 HW1679
 HW1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC630548(NAD 83)
 HW1679_MARKER: DB = BENCH MARK DISK
 HW1679_SETTING: 66 = SET IN ROCK OUTCROP
 HW1679_SP_SET: ROCK OUTCROP
 HW1679_STAMPING: B 133 1935
 HW1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1679+STABILITY: POSITION/ELEVATION WELL
 HW1679
 HW1679  HISTORY     - Date     Condition        Report By
 HW1679  HISTORY     - 1935     MONUMENTED       CGS
 HW1679  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1679
 HW1679                          STATION DESCRIPTION
 HW1679
 HW1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1679'3.4 MI W FROM BRIERY BRANCH.
 HW1679'IN AUGUSTA COUNTY, 3.4 MILES WEST ALONG STATE HIGHWAY 257 FROM
 HW1679'THE JUNCTION OF SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH,
 HW1679'ROCKINGHAM COUNTY, THENCE 1.2 MILES SOUTHWEST ALONG THE
 HW1679'STOKESVILLE ROAD (FOREST ROAD 101), AT THE CENTER OF A STRAIGHT
 HW1679'PIECE OF ROAD, 65 FEET NORTHWEST OF A CREEK, 12 FEET NORTHWEST
 HW1679'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP, AND
 HW1679'2 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED B
 HW1679'133 1935.  NOTE-- THE PARNASSUS QUADRANGLE MAP OF THE U.S.
 HW1679'GEOLOGICAL SURVEY HAS THIS BENCH MARK PLOTTED IN ROCKINGHAM
 HW1679'COUNTY.
 HW1679
 HW1679                          STATION RECOVERY (1962)
 HW1679
 HW1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0610 ***********************************************************************
 HW0610  DESIGNATION -  B 135
 HW0610  PID         -  HW0610
 HW0610  STATE/COUNTY-  VA/MADISON
 HW0610  USGS QUAD   -  FLETCHER (1979)
 HW0610
 HW0610                         *CURRENT SURVEY CONTROL
 HW0610  ___________________________________________________________________
 HW0610* NAD 83(1986)-  38 29 23.     (N)    078 26 37.     (W)     SCALED    
 HW0610* NAVD 88     -      1056.51   (+/-2cm)    3466.2    (feet)  VERTCON   
 HW0610  ___________________________________________________________________
 HW0610  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW0610
 HW0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW0610
 HW0610.The horizontal coordinates were scaled from a topographic map and have
 HW0610.an estimated accuracy of +/- 6 seconds.
 HW0610
 HW0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0610.The vertical order pertains to the NGVD 29 superseded value.
 HW0610
 HW0610.The geoid height was determined by GEOID03.
 HW0610
 HW0610;                    North         East    Units  Estimated Accuracy
 HW0610;SPC VA N     - 2,091,360.    3,504,920.      MT  (+/- 180 meters Scaled)
 HW0610
 HW0610                          SUPERSEDED SURVEY CONTROL
 HW0610
 HW0610  NGVD 29 (??/??/92) 1056.633  (m)         3466.64   (f) ADJ UNCH    2 0
 HW0610
 HW0610.Superseded values are not recommended for survey control.
 HW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0610.See file dsdata.txt to determine how the superseded data were derived.
 HW0610
 HW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC229632(NAD 83)
 HW0610_MARKER: DB = BENCH MARK DISK
 HW0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0610_STAMPING: B 135 1935
 HW0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0610+STABILITY: SURFACE MOTION
 HW0610
 HW0610  HISTORY     - Date     Condition        Report By
 HW0610  HISTORY     - 1935     MONUMENTED       CGS
 HW0610
 HW0610                          STATION DESCRIPTION
 HW0610
 HW0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0610'1.3 MI SE FROM MILAMS GAP.
 HW0610'ABOUT 1.3 MILES SOUTHEAST ALONG THE APPALACHIAN TRAIL FROM
 HW0610'MILAMS GAP, MADISON COUNTY, ABOUT 70 FEET SOUTH OF THE CENTER
 HW0610'LINE OF A TRAIL LEADING SOUTHEAST, AND 9 FEET EAST OF THE
 HW0610'CENTER LINE OF THE APPALACHIAN TRAIL.  A STANDARD DISK, STAMPED
 HW0610'B 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0371 ***********************************************************************
 HW0371  DESIGNATION -  B 136
 HW0371  PID         -  HW0371
 HW0371  STATE/COUNTY-  VA/CULPEPER
 HW0371  USGS QUAD   -  CULPEPER WEST (1979)
 HW0371
 HW0371                         *CURRENT SURVEY CONTROL
 HW0371  ___________________________________________________________________
 HW0371* NAD 83(1986)-  38 26 07.     (N)    078 03 57.     (W)     SCALED    
 HW0371* NAVD 88     -       162.872  (meters)     534.36   (feet)  ADJUSTED  
 HW0371  ___________________________________________________________________
 HW0371  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0371  DYNAMIC HT  -         162.768 (meters)     534.01  (feet)  COMP
 HW0371  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HW0371
 HW0371  VERT ORDER  -  SECOND    CLASS 0
 HW0371
 HW0371.The horizontal coordinates were scaled from a topographic map and have
 HW0371.an estimated accuracy of +/- 6 seconds.
 HW0371
 HW0371.The orthometric height was determined by differential leveling
 HW0371.and adjusted by the National Geodetic Survey in June 1991..
 HW0371
 HW0371.The geoid height was determined by GEOID03.
 HW0371
 HW0371.The dynamic height is computed by dividing the NAVD 88
 HW0371.geopotential number by the normal gravity value computed on the
 HW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0371.degrees latitude (g = 980.6199 gals.).
 HW0371
 HW0371.The modeled gravity was interpolated from observed gravity values.
 HW0371
 HW0371;                    North         East    Units  Estimated Accuracy
 HW0371;SPC VA N     - 2,085,400.    3,537,910.      MT  (+/- 180 meters Scaled)
 HW0371
 HW0371                          SUPERSEDED SURVEY CONTROL
 HW0371
 HW0371  NGVD 29 (??/??/92)  163.103  (m)          535.11   (f) ADJ UNCH    2 0
 HW0371
 HW0371.Superseded values are not recommended for survey control.
 HW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0371.See file dsdata.txt to determine how the superseded data were derived.
 HW0371
 HW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC561581(NAD 83)
 HW0371_MARKER: DB = BENCH MARK DISK
 HW0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0371_STAMPING: B 136 1935
 HW0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0371+STABILITY: SURFACE MOTION
 HW0371
 HW0371  HISTORY     - Date     Condition        Report By
 HW0371  HISTORY     - 1935     MONUMENTED       CGS
 HW0371  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0371
 HW0371                          STATION DESCRIPTION
 HW0371
 HW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0371'AT WHITE SHOP.
 HW0371'AT WHITE SHOP, 45 FEET NORTH OF JUNCTION OF STATE ROADS 603
 HW0371'AND 642, 78 FEET NORTH OF WHITE BROTHERS STORE.  31 FEET NORTHEAST
 HW0371'OF THE CENTERLINE OF ROAD 603.  1 FOOT NORTHEAST OF BOARD FENCE
 HW0371'CORNER.
 HW0371
 HW0371                          STATION RECOVERY (2001)
 HW0371
 HW0371'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0372 ***********************************************************************
 HW0372  DESIGNATION -  B 136 RESET 1957
 HW0372  PID         -  HW0372
 HW0372  STATE/COUNTY-  VA/CULPEPER
 HW0372  USGS QUAD   -  CULPEPER WEST (1979)
 HW0372
 HW0372                         *CURRENT SURVEY CONTROL
 HW0372  ___________________________________________________________________
 HW0372* NAD 83(1986)-  38 26 07.     (N)    078 03 57.     (W)     SCALED    
 HW0372* NAVD 88     -       162.87   (+/-2cm)     534.3    (feet)  VERTCON   
 HW0372  ___________________________________________________________________
 HW0372  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0372
 HW0372  VERT ORDER  -  THIRD (See Below)
 HW0372
 HW0372.The horizontal coordinates were scaled from a topographic map and have
 HW0372.an estimated accuracy of +/- 6 seconds.
 HW0372
 HW0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0372.The vertical order pertains to the NGVD 29 superseded value.
 HW0372
 HW0372.The geoid height was determined by GEOID03.
 HW0372
 HW0372;                    North         East    Units  Estimated Accuracy
 HW0372;SPC VA N     - 2,085,400.    3,537,910.      MT  (+/- 180 meters Scaled)
 HW0372
 HW0372                          SUPERSEDED SURVEY CONTROL
 HW0372
 HW0372  NGVD 29 (03/21/06)  163.10   (m)          535.1    (f) RESET       3  
 HW0372
 HW0372.Superseded values are not recommended for survey control.
 HW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0372.See file dsdata.txt to determine how the superseded data were derived.
 HW0372
 HW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC561581(NAD 83)
 HW0372_MARKER: DB = BENCH MARK DISK
 HW0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0372_STAMPING: B 136 RESET 1957
 HW0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0372+STABILITY: SURFACE MOTION
 HW0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0372+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0372
 HW0372  HISTORY     - Date     Condition        Report By
 HW0372  HISTORY     - 1957     MONUMENTED       VADH
 HW0372  HISTORY     - 1963     GOOD             NGS
 HW0372  HISTORY     - 1984     GOOD             NGS
 HW0372  HISTORY     - 20010306 GOOD             USPSQD
 HW0372
 HW0372                          STATION DESCRIPTION
 HW0372
 HW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0372'AT WHITE SHOP.
 HW0372'RECOVERED, AT WHITE SHOP, ON COUNTY ROAD 603, 110 FEET NORTH
 HW0372'OF THE WHITE BROTHERS STORE, 50 FEET NORTH OF THE JUNCTION OF
 HW0372'COUNTY ROAD 643, 20 FEET WEST OF THE CENTERLINE OF 643.  A
 HW0372'STANDARD DISK, STAMPED B 136 RESET 1957, AND SET IN THE TOP OF
 HW0372'A CONCRETE POST.
 HW0372
 HW0372                          STATION RECOVERY (1984)
 HW0372
 HW0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0372'RECOVERED IN GOOD CONDITION.
 HW0372
 HW0372                          STATION RECOVERY (2001)
 HW0372
 HW0372'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1215 ***********************************************************************
 HW1215  DESIGNATION -  B 138
 HW1215  PID         -  HW1215
 HW1215  STATE/COUNTY-  VA/SHENANDOAH
 HW1215  USGS QUAD   -  EDINBURG (1994)
 HW1215
 HW1215                         *CURRENT SURVEY CONTROL
 HW1215  ___________________________________________________________________
 HW1215* NAD 83(1986)-  38 45 01.     (N)    078 30 28.     (W)     SCALED    
 HW1215* NAVD 88     -       342.456  (meters)    1123.54   (feet)  ADJUSTED  
 HW1215  ___________________________________________________________________
 HW1215  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HW1215  DYNAMIC HT  -         342.219 (meters)    1122.76  (feet)  COMP
 HW1215  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 HW1215
 HW1215  VERT ORDER  -  SECOND    CLASS 0
 HW1215
 HW1215.The horizontal coordinates were scaled from a topographic map and have
 HW1215.an estimated accuracy of +/- 6 seconds.
 HW1215
 HW1215.The orthometric height was determined by differential leveling
 HW1215.and adjusted by the National Geodetic Survey in June 1991..
 HW1215
 HW1215.The geoid height was determined by GEOID03.
 HW1215
 HW1215.The dynamic height is computed by dividing the NAVD 88
 HW1215.geopotential number by the normal gravity value computed on the
 HW1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1215.degrees latitude (g = 980.6199 gals.).
 HW1215
 HW1215.The modeled gravity was interpolated from observed gravity values.
 HW1215
 HW1215;                    North         East    Units  Estimated Accuracy
 HW1215;SPC VA N     - 2,120,280.    3,499,320.      MT  (+/- 180 meters Scaled)
 HW1215
 HW1215                          SUPERSEDED SURVEY CONTROL
 HW1215
 HW1215  NGVD 29 (??/??/92)  342.620  (m)         1124.08   (f) ADJ UNCH    2 0
 HW1215
 HW1215.Superseded values are not recommended for survey control.
 HW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1215.See file dsdata.txt to determine how the superseded data were derived.
 HW1215
 HW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC165920(NAD 83)
 HW1215_MARKER: DB = BENCH MARK DISK
 HW1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1215_STAMPING: B 138 1935
 HW1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1215+STABILITY: SURFACE MOTION
 HW1215
 HW1215  HISTORY     - Date     Condition        Report By
 HW1215  HISTORY     - 1935     MONUMENTED       CGS
 HW1215
 HW1215                          STATION DESCRIPTION
 HW1215
 HW1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1215'1.8 MI SW FROM EDITH CROSS ROADS.
 HW1215'1.9 MILES SOUTHWEST ALONG U.S. FOREST SERVICE ROAD 74 FROM EDITH
 HW1215'CROSS ROADS, SHENANDOAH COUNTY, 22 FEET SOUTHEAST OF THE
 HW1215'CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE NORTHEAST CORNER
 HW1215'OF THE OAK LEVEL METHODIST CHURCH, AND 1 FOOT NORTHEAST OF A
 HW1215'FENCE CORNER.  A STANDARD DISK, STAMPED B 138 1935 AND SET IN
 HW1215'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1530 ***********************************************************************
 GW1530  DESIGNATION -  B 14
 GW1530  PID         -  GW1530
 GW1530  STATE/COUNTY-  VA/C OF COVINGTON
 GW1530  USGS QUAD   -  COVINGTON (1984)
 GW1530
 GW1530                         *CURRENT SURVEY CONTROL
 GW1530  ___________________________________________________________________
 GW1530* NAD 83(1986)-  37 47 33.     (N)    079 59 44.     (W)     SCALED    
 GW1530* NAVD 88     -       378.474  (meters)    1241.71   (feet)  ADJUSTED  
 GW1530  ___________________________________________________________________
 GW1530  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1530  DYNAMIC HT  -         378.167 (meters)    1240.70  (feet)  COMP
 GW1530  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 GW1530
 GW1530  VERT ORDER  -  FIRST     CLASS II
 GW1530
 GW1530.The horizontal coordinates were scaled from a topographic map and have
 GW1530.an estimated accuracy of +/- 6 seconds.
 GW1530
 GW1530.The orthometric height was determined by differential leveling
 GW1530.and adjusted by the National Geodetic Survey in June 1991..
 GW1530
 GW1530.The geoid height was determined by GEOID03.
 GW1530
 GW1530.The dynamic height is computed by dividing the NAVD 88
 GW1530.geopotential number by the normal gravity value computed on the
 GW1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1530.degrees latitude (g = 980.6199 gals.).
 GW1530
 GW1530.The modeled gravity was interpolated from observed gravity values.
 GW1530
 GW1530;                    North         East    Units  Estimated Accuracy
 GW1530;SPC VA S     - 1,162,980.    3,368,280.      MT  (+/- 180 meters Scaled)
 GW1530
 GW1530                          SUPERSEDED SURVEY CONTROL
 GW1530
 GW1530  NGVD 29 (??/??/92)  378.643  (m)         1242.26   (f) ADJ UNCH    1 2
 GW1530
 GW1530.Superseded values are not recommended for survey control.
 GW1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1530.See file dsdata.txt to determine how the superseded data were derived.
 GW1530
 GW1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB884832(NAD 83)
 GW1530_MARKER: DB = BENCH MARK DISK
 GW1530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GW1530+WITH SETTING: PAVEMENT
 GW1530_STAMPING: B 14 1928 1242.232
 GW1530_MARK LOGO: CGS   
 GW1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1530+STABILITY: SURFACE MOTION
 GW1530
 GW1530  HISTORY     - Date     Condition        Report By
 GW1530  HISTORY     - 1928     MONUMENTED       CGS
 GW1530  HISTORY     - 1958     GOOD             NGS
 GW1530  HISTORY     - 1984     GOOD             NGS
 GW1530
 GW1530                          STATION DESCRIPTION
 GW1530
 GW1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1530'AT COVINGTON.
 GW1530'AT COVINGTON, AT THE COURTHOUSE, IN THE TOP ONE OF TWO 4- BY 4-FOOT
 GW1530'CONCRETE BLOCKS AT THE NORTHEAST END OF THE STEPS TO THE MAIN
 GW1530'ENTRANCE, 42 FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET,
 GW1530'0.9 FOOT SOUTHEAST OF THE CONCRETE BASE FOR THE NORTHEAST ONE
 GW1530'OF FOUR LARGE COLUMNS, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GW1530'STREET.
 GW1530
 GW1530                          STATION RECOVERY (1984)
 GW1530
 GW1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1530'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GW1530'MARK IS LOCATED IN THE INDEPENDENT CITY OF COVINGTON RATHER THAN IN
 GW1530'ALLEGHANY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0207 ***********************************************************************
 HW0207  DESIGNATION -  B 142 RESET 1957
 HW0207  PID         -  HW0207
 HW0207  STATE/COUNTY-  VA/CULPEPER
 HW0207  USGS QUAD   -  CASTLETON (1994)
 HW0207
 HW0207                         *CURRENT SURVEY CONTROL
 HW0207  ___________________________________________________________________
 HW0207* NAD 83(1986)-  38 36 27.     (N)    078 00 29.     (W)     SCALED    
 HW0207* NAVD 88     -       122.05   (meters)     400.4    (feet)  RESET     
 HW0207  ___________________________________________________________________
 HW0207  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW0207
 HW0207  VERT ORDER  -  THIRD
 HW0207
 HW0207.The horizontal coordinates were scaled from a topographic map and have
 HW0207.an estimated accuracy of +/- 6 seconds.
 HW0207
 HW0207.The orthometric height was computed from unverified reset data.
 HW0207.No vertical observational check was made to the station.
 HW0207
 HW0207.The geoid height was determined by GEOID03.
 HW0207
 HW0207;                    North         East    Units  Estimated Accuracy
 HW0207;SPC VA N     - 2,104,550.    3,542,850.      MT  (+/- 180 meters Scaled)
 HW0207
 HW0207                          SUPERSEDED SURVEY CONTROL
 HW0207
 HW0207  NGVD 29 (??/??/??)  122.22   (m)          401.0    (f) RESET       3  
 HW0207
 HW0207.Superseded values are not recommended for survey control.
 HW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0207.See file dsdata.txt to determine how the superseded data were derived.
 HW0207
 HW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC605774(NAD 83)
 HW0207_MARKER: DD = SURVEY DISK
 HW0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0207_STAMPING: B 142 RESET 1957
 HW0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0207+STABILITY: SURFACE MOTION
 HW0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0207+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0207
 HW0207  HISTORY     - Date     Condition        Report By
 HW0207  HISTORY     - 1957     MONUMENTED       VADH
 HW0207  HISTORY     - 20010306 GOOD             USPSQD
 HW0207
 HW0207                          STATION DESCRIPTION
 HW0207
 HW0207'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 HW0207'3.3 MI W FROM RIXEYVILLE.
 HW0207'3.3 MILES WEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE, 0.3 MILE
 HW0207'WEST OF A BRIDGE OVER HAZEL RIVER, 0.1 MILE WEST OF A LARGE 2-STORY
 HW0207'WHITE FARM HOUSE, 52 FEET NORTHWEST OF A 12-INCH LOCUST TREE, 35
 HW0207'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.5 FEET
 HW0207'SOUTHWEST OF A FENCE.
 HW0207
 HW0207                          STATION RECOVERY (2001)
 HW0207
 HW0207'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3668 ***********************************************************************
 HV3668  DESIGNATION -  B 143
 HV3668  PID         -  HV3668
 HV3668  STATE/COUNTY-  VA/PAGE
 HV3668  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3668
 HV3668                         *CURRENT SURVEY CONTROL
 HV3668  ___________________________________________________________________
 HV3668* NAD 83(1986)-  38 48 47.     (N)    077 44 11.     (W)     SCALED    
 HV3668* NAVD 88     -       153.787  (meters)     504.55   (feet)  ADJUSTED  
 HV3668  ___________________________________________________________________
 HV3668  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3668  DYNAMIC HT  -         153.699 (meters)     504.26  (feet)  COMP
 HV3668  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 HV3668
 HV3668  VERT ORDER  -  SECOND    CLASS 0
 HV3668
 HV3668.The horizontal coordinates were scaled from a topographic map and have
 HV3668.an estimated accuracy of +/- 6 seconds.
 HV3668
 HV3668.The orthometric height was determined by differential leveling
 HV3668.and adjusted by the National Geodetic Survey in June 1991..
 HV3668
 HV3668.The geoid height was determined by GEOID03.
 HV3668
 HV3668.The dynamic height is computed by dividing the NAVD 88
 HV3668.geopotential number by the normal gravity value computed on the
 HV3668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3668.degrees latitude (g = 980.6199 gals.).
 HV3668
 HV3668.The modeled gravity was interpolated from observed gravity values.
 HV3668
 HV3668;                    North         East    Units  Estimated Accuracy
 HV3668;SPC VA N     - 2,127,520.    3,566,320.      MT  (+/- 180 meters Scaled)
 HV3668
 HV3668                          SUPERSEDED SURVEY CONTROL
 HV3668
 HV3668  NGVD 29 (??/??/??)  154.020  (m)          505.31   (f) ADJUSTED    2 0
 HV3668
 HV3668.Superseded values are not recommended for survey control.
 HV3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3668.See file dsdata.txt to determine how the superseded data were derived.
 HV3668
 HV3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH624995(NAD 83)
 HV3668_MARKER: DB = BENCH MARK DISK
 HV3668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3668_STAMPING: G-143 1935
 HV3668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3668+STABILITY: SURFACE MOTION
 HV3668
 HV3668  HISTORY     - Date     Condition        Report By
 HV3668  HISTORY     - 1935     MONUMENTED       CGS
 HV3668  HISTORY     - 1941     GOOD             CGS
 HV3668  HISTORY     - 1943     GOOD             CGS
 HV3668
 HV3668                          STATION DESCRIPTION
 HV3668
 HV3668'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3668'1.8 MI S FROM BROAD RUN.
 HV3668'1.8 MILES SOUTH ALONG 674 FROM THE STATION AT BROAD RUN, AT THE
 HV3668'INTERSECTION OF 674 AND 696, 18 FEET NORTH OF CORNER FENCE POST,
 HV3668'16.5 FEET WEST OF 674, 265 FEET SOUTH-WEST OF ENTRANCE TO WHITE
 HV3668'FARM HOUSE ON SOUTH-EAST SIDE OF ROAD, 1 FOOT EAST OF R/W
 HV3668'FENCE, 1.5 FEET EAST OF WHITE MARKER POST STENCILED U.S.B.M.
 HV3668'A STANDARD DISK STAMPED B-143 1935 AND SET IN TOP OF CONCRETE
 HV3668'POST POURED IN THE FIELD.
 HV3668
 HV3668                          STATION RECOVERY (1943)
 HV3668
 HV3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HV3668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3745 ***********************************************************************
 HV3745  DESIGNATION -  B 144
 HV3745  PID         -  HV3745
 HV3745  STATE/COUNTY-  VA/FAUQUIER
 HV3745  USGS QUAD   -  WARRENTON (1978)
 HV3745
 HV3745                         *CURRENT SURVEY CONTROL
 HV3745  ___________________________________________________________________
 HV3745* NAD 83(1986)-  38 44 30.     (N)    077 51 22.     (W)     SCALED    
 HV3745* NAVD 88     -       176.833  (meters)     580.16   (feet)  ADJUSTED  
 HV3745  ___________________________________________________________________
 HV3745  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3745  DYNAMIC HT  -         176.726 (meters)     579.81  (feet)  COMP
 HV3745  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 HV3745
 HV3745  VERT ORDER  -  SECOND    CLASS 0
 HV3745
 HV3745.The horizontal coordinates were scaled from a topographic map and have
 HV3745.an estimated accuracy of +/- 6 seconds.
 HV3745
 HV3745.The orthometric height was determined by differential leveling
 HV3745.and adjusted by the National Geodetic Survey in June 1991..
 HV3745
 HV3745.The geoid height was determined by GEOID03.
 HV3745
 HV3745.The dynamic height is computed by dividing the NAVD 88
 HV3745.geopotential number by the normal gravity value computed on the
 HV3745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3745.degrees latitude (g = 980.6199 gals.).
 HV3745
 HV3745.The modeled gravity was interpolated from observed gravity values.
 HV3745
 HV3745;                    North         East    Units  Estimated Accuracy
 HV3745;SPC VA N     - 2,119,520.    3,555,980.      MT  (+/- 180 meters Scaled)
 HV3745
 HV3745                          SUPERSEDED SURVEY CONTROL
 HV3745
 HV3745  NGVD 29 (??/??/??)  177.048  (m)          580.87   (f) ADJUSTED    2 0
 HV3745
 HV3745.Superseded values are not recommended for survey control.
 HV3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3745.See file dsdata.txt to determine how the superseded data were derived.
 HV3745
 HV3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH517919(NAD 83)
 HV3745_MARKER: DB = BENCH MARK DISK
 HV3745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3745_STAMPING: B-144 1935
 HV3745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3745+STABILITY: SURFACE MOTION
 HV3745
 HV3745  HISTORY     - Date     Condition        Report By
 HV3745  HISTORY     - 1935     MONUMENTED       CGS
 HV3745  HISTORY     - 1941     GOOD             CGS
 HV3745
 HV3745                          STATION DESCRIPTION
 HV3745
 HV3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3745'4.9 MI NE FROM CLIFF MILLS.
 HV3745'4.9 MILE NORTH-EAST ALONG 689 FROM THE POST OFFICE AT CLIFF
 HV3745'MILLS, AT THE INTERSECTION OF 628 AND 689, 74 FEET WEST OF
 HV3745'WEST BANK OF SMALL STREAM, 30 FEET SOUTH-EAST OF POWER-LINE
 HV3745'POLE BC-84, 17 FEET SOUTH OF CENTER-LINE OF 689, 2 FEET NORTH
 HV3745'OF R/W FENCE, 1 FOOT NORTH-WEST OF WHITE MARKER POST STENCILED
 HV3745'U.S.B.M.  A STANDARD DISK STAMPED B-144 1935 AND SET IN TOP OF
 HV3745'CONCRETE POST POURED IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0723 ***********************************************************************
 GW0723  DESIGNATION -  B 145
 GW0723  PID         -  GW0723
 GW0723  STATE/COUNTY-  VA/ALBEMARLE
 GW0723  USGS QUAD   -  ALBERENE (1980)
 GW0723
 GW0723                         *CURRENT SURVEY CONTROL
 GW0723  ___________________________________________________________________
 GW0723* NAD 83(1986)-  37 56 05.     (N)    078 34 14.     (W)     SCALED    
 GW0723* NAVD 88     -       162.894  (meters)     534.43   (feet)  ADJUSTED  
 GW0723  ___________________________________________________________________
 GW0723  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0723  DYNAMIC HT  -         162.781 (meters)     534.06  (feet)  COMP
 GW0723  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 GW0723
 GW0723  VERT ORDER  -  SECOND    CLASS 0
 GW0723
 GW0723.The horizontal coordinates were scaled from a topographic map and have
 GW0723.an estimated accuracy of +/- 6 seconds.
 GW0723
 GW0723.The orthometric height was determined by differential leveling
 GW0723.and adjusted by the National Geodetic Survey in June 1991..
 GW0723
 GW0723.The geoid height was determined by GEOID03.
 GW0723
 GW0723.The dynamic height is computed by dividing the NAVD 88
 GW0723.geopotential number by the normal gravity value computed on the
 GW0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0723.degrees latitude (g = 980.6199 gals.).
 GW0723
 GW0723.The modeled gravity was interpolated from observed gravity values.
 GW0723
 GW0723;                    North         East    Units  Estimated Accuracy
 GW0723;SPC VA S     - 1,177,720.    3,493,800.      MT  (+/- 180 meters Scaled)
 GW0723
 GW0723                          SUPERSEDED SURVEY CONTROL
 GW0723
 GW0723  NGVD 29 (??/??/92)  163.15   (m)          535.3    (f) COMPUTED    2 0
 GW0723
 GW0723.Superseded values are not recommended for survey control.
 GW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0723.See file dsdata.txt to determine how the superseded data were derived.
 GW0723
 GW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC135013(NAD 83)
 GW0723_MARKER: DB = BENCH MARK DISK
 GW0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0723_STAMPING: B-145 1935
 GW0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0723+STABILITY: SURFACE MOTION
 GW0723
 GW0723  HISTORY     - Date     Condition        Report By
 GW0723  HISTORY     - 1935     MONUMENTED       CGS
 GW0723
 GW0723                          STATION DESCRIPTION
 GW0723
 GW0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0723'2.7 MI NW FROM CARTERS BRIDGE.
 GW0723'CARTERS BRIDGE, 25 FEET NORTHEAST OF CENTERLINE OF ROAD 708, SET
 GW0723'LEVEL WITH GRADE.  5 FEET EAST OF WIRE FENCE.  AT A LOW POINT WHERE
 GW0723'EXCESS WATER IS CARRIED OVER THE ROAD.  0.1 MILE SOUTHEAST OF
 GW0723'DRIVE AND MAIL BOX OF J.S. EUBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0724 ***********************************************************************
 GW0724  DESIGNATION -  B 145 RESET 1957
 GW0724  PID         -  GW0724
 GW0724  STATE/COUNTY-  VA/ALBEMARLE
 GW0724  USGS QUAD   -  ALBERENE (1980)
 GW0724
 GW0724                         *CURRENT SURVEY CONTROL
 GW0724  ___________________________________________________________________
 GW0724* NAD 83(1986)-  37 56 05.     (N)    078 34 14.     (W)     SCALED    
 GW0724* NAVD 88     -       162.78   (+/-2cm)     534.1    (feet)  VERTCON   
 GW0724  ___________________________________________________________________
 GW0724  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0724
 GW0724  VERT ORDER  -  THIRD (See Below)
 GW0724
 GW0724.The horizontal coordinates were scaled from a topographic map and have
 GW0724.an estimated accuracy of +/- 6 seconds.
 GW0724
 GW0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0724.The vertical order pertains to the NGVD 29 superseded value.
 GW0724
 GW0724.The geoid height was determined by GEOID03.
 GW0724
 GW0724;                    North         East    Units  Estimated Accuracy
 GW0724;SPC VA S     - 1,177,720.    3,493,800.      MT  (+/- 180 meters Scaled)
 GW0724
 GW0724                          SUPERSEDED SURVEY CONTROL
 GW0724
 GW0724  NGVD 29 (??/??/??)  163.04   (m)          534.9    (f) RESET       3  
 GW0724
 GW0724.Superseded values are not recommended for survey control.
 GW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0724.See file dsdata.txt to determine how the superseded data were derived.
 GW0724
 GW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC135013(NAD 83)
 GW0724_MARKER: DD = SURVEY DISK
 GW0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0724_STAMPING: B 145 RESET 1957
 GW0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0724+STABILITY: SURFACE MOTION
 GW0724
 GW0724  HISTORY     - Date     Condition        Report By
 GW0724  HISTORY     - 1957     MONUMENTED       VADH
 GW0724  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0724
 GW0724                          STATION DESCRIPTION
 GW0724
 GW0724'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 GW0724'2.5 MI NW FROM CARTERS BRIDGE.
 GW0724'0.7 MILE NORTHWEST ALONG STATE ROUTE 20 FROM CARTERS BRIDGE,
 GW0724'ALBEMARLE COUNTY, THENCE 1.8 MILES NORTHWEST ALONG COUNTY ROAD
 GW0724'708, 75 FEET SOUTHEAST OF THE JUNCTION OF THE ENTRANCE TO WOODS,
 GW0724'30 FEET SOUTHEAST OF A 12 INCH PIPE UNDER THE ROAD, 25 FEET
 GW0724'NORTHEAST OF THE CENTER OF THE ROAD, AND 6.5 FEET BELOW THE CENTER
 GW0724'OF THE ROAD.  A STANDARD DISK, STAMPED B 145 RESET 1957 AND SET
 GW0724'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 GW0724'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 GW0724'VIRGINIA DEPARTMENT OF HIGHWAYS IN APRIL 1957.
 GW0724
 GW0724                          STATION RECOVERY (1964)
 GW0724
 GW0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0705 ***********************************************************************
 GW0705  DESIGNATION -  B 146
 GW0705  PID         -  GW0705
 GW0705  STATE/COUNTY-  VA/NELSON
 GW0705  USGS QUAD   -  COVESVILLE (1984)
 GW0705
 GW0705                         *CURRENT SURVEY CONTROL
 GW0705  ___________________________________________________________________
 GW0705* NAD 83(1986)-  37 54 51.     (N)    078 44 51.     (W)     SCALED    
 GW0705* NAVD 88     -       407.639  (meters)    1337.40   (feet)  ADJUSTED  
 GW0705  ___________________________________________________________________
 GW0705  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW0705  DYNAMIC HT  -         407.340 (meters)    1336.41  (feet)  COMP
 GW0705  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 GW0705
 GW0705  VERT ORDER  -  SECOND    CLASS 0
 GW0705
 GW0705.The horizontal coordinates were scaled from a topographic map and have
 GW0705.an estimated accuracy of +/- 6 seconds.
 GW0705
 GW0705.The orthometric height was determined by differential leveling
 GW0705.and adjusted by the National Geodetic Survey in June 1991..
 GW0705
 GW0705.The geoid height was determined by GEOID03.
 GW0705
 GW0705.The dynamic height is computed by dividing the NAVD 88
 GW0705.geopotential number by the normal gravity value computed on the
 GW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0705.degrees latitude (g = 980.6199 gals.).
 GW0705
 GW0705.The modeled gravity was interpolated from observed gravity values.
 GW0705
 GW0705;                    North         East    Units  Estimated Accuracy
 GW0705;SPC VA S     - 1,175,470.    3,478,240.      MT  (+/- 180 meters Scaled)
 GW0705
 GW0705                          SUPERSEDED SURVEY CONTROL
 GW0705
 GW0705  NGVD 29 (??/??/92)  407.773  (m)         1337.84   (f) ADJ UNCH    2 0
 GW0705
 GW0705.Superseded values are not recommended for survey control.
 GW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0705.See file dsdata.txt to determine how the superseded data were derived.
 GW0705
 GW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB980986(NAD 83)
 GW0705_MARKER: DB = BENCH MARK DISK
 GW0705_SETTING: 80 = SET IN A BOULDER
 GW0705_SP_SET: BOULDER
 GW0705_STAMPING: B 146 1935
 GW0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0705+STABILITY: SURFACE MOTION
 GW0705
 GW0705  HISTORY     - Date     Condition        Report By
 GW0705  HISTORY     - 1935     MONUMENTED       CGS
 GW0705
 GW0705                          STATION DESCRIPTION
 GW0705
 GW0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0705'2.1 MI NE FROM HEARDS.
 GW0705'IN NELSON COUNTY, 1.1 MILES NORTHEAST ALONG COUNTY ROAD 633
 GW0705'FROM HEARDS, ALBEMARLE COUNTY, THENCE 1.0 MILE SOUTHWEST ALONG
 GW0705'COUNTY ROAD 634, 0.4 MILE SOUTH OF A 2-STORY FRAME HOUSE, 200
 GW0705'YARDS NORTH OF A LARGE ORCHARD, 110 YARDS NORTHEAST OF A SHARP
 GW0705'CURVE, 70 YARDS SOUTHWEST OF A TALL 18-INCH PINE TREE AT THE
 GW0705'WEST EDGE OF THE ROAD, 13 FEET EAST OF THE CENTERLINE OF THE
 GW0705'ROAD, IN THE TOP OF A SANDSTONE BOULDER, AND 4 FEET HIGHER THAN
 GW0705'THE ROADWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0674 ***********************************************************************
 GW0674  DESIGNATION -  B 147
 GW0674  PID         -  GW0674
 GW0674  STATE/COUNTY-  VA/NELSON
 GW0674  USGS QUAD   -  LOVINGSTON (1984)
 GW0674
 GW0674                         *CURRENT SURVEY CONTROL
 GW0674  ___________________________________________________________________
 GW0674* NAD 83(1986)-  37 50 01.     (N)    078 47 13.     (W)     SCALED    
 GW0674* NAVD 88     -       147.857  (meters)     485.09   (feet)  ADJUSTED  
 GW0674  ___________________________________________________________________
 GW0674  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0674  DYNAMIC HT  -         147.750 (meters)     484.74  (feet)  COMP
 GW0674  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 GW0674
 GW0674  VERT ORDER  -  SECOND    CLASS 0
 GW0674
 GW0674.The horizontal coordinates were scaled from a topographic map and have
 GW0674.an estimated accuracy of +/- 6 seconds.
 GW0674
 GW0674.The orthometric height was determined by differential leveling
 GW0674.and adjusted by the National Geodetic Survey in June 1991..
 GW0674
 GW0674.The geoid height was determined by GEOID03.
 GW0674
 GW0674.The dynamic height is computed by dividing the NAVD 88
 GW0674.geopotential number by the normal gravity value computed on the
 GW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0674.degrees latitude (g = 980.6199 gals.).
 GW0674
 GW0674.The modeled gravity was interpolated from observed gravity values.
 GW0674
 GW0674;                    North         East    Units  Estimated Accuracy
 GW0674;SPC VA S     - 1,166,540.    3,474,740.      MT  (+/- 180 meters Scaled)
 GW0674
 GW0674                          SUPERSEDED SURVEY CONTROL
 GW0674
 GW0674  NGVD 29 (??/??/92)  148.036  (m)          485.68   (f) ADJ UNCH    2 0
 GW0674
 GW0674.Superseded values are not recommended for survey control.
 GW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0674.See file dsdata.txt to determine how the superseded data were derived.
 GW0674
 GW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB947896(NAD 83)
 GW0674_MARKER: DB = BENCH MARK DISK
 GW0674_SETTING: 66 = SET IN ROCK OUTCROP
 GW0674_SP_SET: ROCK OUTCROP
 GW0674_STAMPING: B 147 1935
 GW0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0674+STABILITY: POSITION/ELEVATION WELL
 GW0674
 GW0674  HISTORY     - Date     Condition        Report By
 GW0674  HISTORY     - 1935     MONUMENTED       CGS
 GW0674
 GW0674                          STATION DESCRIPTION
 GW0674
 GW0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0674'3.9 MI NW FROM ROCKFISH.
 GW0674'3.9 MILES NORTHWEST ALONG COUNTY ROAD 617 FROM THE SOUTHERN
 GW0674'RAILWAY STATION AT ROCKFISH, NELSON COUNTY, 0.4 MILE NORTHWEST OF
 GW0674'A WATER-POWERED SAWMILL, 0.2 MILE SOUTHEAST OF A SMALL SERVICE
 GW0674'STATION AND STORE, 0.1 MILE SOUTHEAST OF THE JUNCTION WITH U.S.
 GW0674'HIGHWAY 29, AT THE JUNCTION OF A ROAD LEADING NORTH OVER A HILL,
 GW0674'46 FEET NORTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 45 FEET
 GW0674'SOUTHEAST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF THE
 GW0674'NORTHEAST END OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE ROADWAY.
 GW0674'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0700 ***********************************************************************
 GW0700  DESIGNATION -  B 148
 GW0700  PID         -  GW0700
 GW0700  STATE/COUNTY-  VA/NELSON
 GW0700  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0700
 GW0700                         *CURRENT SURVEY CONTROL
 GW0700  ___________________________________________________________________
 GW0700* NAD 83(1986)-  37 48 44.     (N)    078 54 00.     (W)     SCALED    
 GW0700* NAVD 88     -       322.152  (meters)    1056.93   (feet)  ADJUSTED  
 GW0700  ___________________________________________________________________
 GW0700  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW0700  DYNAMIC HT  -         321.909 (meters)    1056.13  (feet)  COMP
 GW0700  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 GW0700
 GW0700  VERT ORDER  -  SECOND    CLASS 0
 GW0700
 GW0700.The horizontal coordinates were scaled from a topographic map and have
 GW0700.an estimated accuracy of +/- 6 seconds.
 GW0700
 GW0700.The orthometric height was determined by differential leveling
 GW0700.and adjusted by the National Geodetic Survey in June 1991..
 GW0700
 GW0700.The geoid height was determined by GEOID03.
 GW0700
 GW0700.The dynamic height is computed by dividing the NAVD 88
 GW0700.geopotential number by the normal gravity value computed on the
 GW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0700.degrees latitude (g = 980.6199 gals.).
 GW0700
 GW0700.The modeled gravity was interpolated from observed gravity values.
 GW0700
 GW0700;                    North         East    Units  Estimated Accuracy
 GW0700;SPC VA S     - 1,164,200.    3,464,780.      MT  (+/- 180 meters Scaled)
 GW0700
 GW0700                          SUPERSEDED SURVEY CONTROL
 GW0700
 GW0700  NGVD 29 (??/??/92)  322.342  (m)         1057.55   (f) ADJ UNCH    2 0
 GW0700
 GW0700.Superseded values are not recommended for survey control.
 GW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0700.See file dsdata.txt to determine how the superseded data were derived.
 GW0700
 GW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB848870(NAD 83)
 GW0700_MARKER: DB = BENCH MARK DISK
 GW0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0700_STAMPING: B 148 1935
 GW0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0700+STABILITY: SURFACE MOTION
 GW0700
 GW0700  HISTORY     - Date     Condition        Report By
 GW0700  HISTORY     - 1935     MONUMENTED       CGS
 GW0700
 GW0700                          STATION DESCRIPTION
 GW0700
 GW0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0700'4 MI W FROM MINDUS.
 GW0700'4 MILES WEST ALONG COUNTY ROAD 623 FROM THE POST OFFICE AT
 GW0700'MINDUS, NELSON COUNTY, 0.1 MILE SOUTHEAST OF A LARGE 2-STORY
 GW0700'HOUSE AT THE TOP OF A SMALL HILL, 48 FEET SOUTH OF A BRIDGE OVER
 GW0700'DAVIS CREEK, AT A ROAD JUNCTION, 15 FEET NORTHEAST OF THE
 GW0700'CENTERLINE OF COUNTY ROAD 623, AND 12 FEET SOUTHWEST OF THE
 GW0700'CENTERLINE OF THE ROAD LEADING NORTHWEST TO A FARMHOUSE.  A
 GW0700'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0690 ***********************************************************************
 GW0690  DESIGNATION -  B 151
 GW0690  PID         -  GW0690
 GW0690  STATE/COUNTY-  VA/NELSON
 GW0690  USGS QUAD   -  SHIPMAN (1987)
 GW0690
 GW0690                         *CURRENT SURVEY CONTROL
 GW0690  ___________________________________________________________________
 GW0690* NAD 83(1986)-  37 43 13.     (N)    078 50 38.     (W)     SCALED    
 GW0690* NAVD 88     -       191.054  (meters)     626.82   (feet)  ADJUSTED  
 GW0690  ___________________________________________________________________
 GW0690  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW0690  DYNAMIC HT  -         190.915 (meters)     626.36  (feet)  COMP
 GW0690  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 GW0690
 GW0690  VERT ORDER  -  SECOND    CLASS 0
 GW0690
 GW0690.The horizontal coordinates were scaled from a topographic map and have
 GW0690.an estimated accuracy of +/- 6 seconds.
 GW0690
 GW0690.The orthometric height was determined by differential leveling
 GW0690.and adjusted by the National Geodetic Survey in June 1991..
 GW0690
 GW0690.The geoid height was determined by GEOID03.
 GW0690
 GW0690.The dynamic height is computed by dividing the NAVD 88
 GW0690.geopotential number by the normal gravity value computed on the
 GW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0690.degrees latitude (g = 980.6199 gals.).
 GW0690
 GW0690.The modeled gravity was interpolated from observed gravity values.
 GW0690
 GW0690;                    North         East    Units  Estimated Accuracy
 GW0690;SPC VA S     - 1,153,970.    3,469,680.      MT  (+/- 180 meters Scaled)
 GW0690
 GW0690                          SUPERSEDED SURVEY CONTROL
 GW0690
 GW0690  NGVD 29 (??/??/92)  191.241  (m)          627.43   (f) ADJ UNCH    2 0
 GW0690
 GW0690.Superseded values are not recommended for survey control.
 GW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0690.See file dsdata.txt to determine how the superseded data were derived.
 GW0690
 GW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB900769(NAD 83)
 GW0690_MARKER: DB = BENCH MARK DISK
 GW0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0690_STAMPING: B 151 1935
 GW0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0690+STABILITY: SURFACE MOTION
 GW0690
 GW0690  HISTORY     - Date     Condition        Report By
 GW0690  HISTORY     - 1935     MONUMENTED       CGS
 GW0690  HISTORY     - 1961     MARK NOT FOUND   USGS
 GW0690
 GW0690                          STATION DESCRIPTION
 GW0690
 GW0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0690'0.3 MI S FROM SHIPMAN.
 GW0690'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GW0690'SHIPMAN, NELSON COUNTY, 0.4 MILE SOUTH OF MILEPOST 142, AT THE
 GW0690'SOUTH END OF A CUT, 200 FEET SOUTH OF AN OLD CREOSOTE PLANT, 85
 GW0690'FEET SOUTH OF THE SOUTH END OF A SWITCH, AT A DIRT-ROAD CROSSING,
 GW0690'33 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND TRACK, 25 FEET
 GW0690'SOUTH OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE TRACK.  A
 GW0690'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 GW0690'SITE IS CONSIDERABLY LOWER THAN THE RAILROAD.  SINCE THE MARK
 GW0690'WAS LEVEL WITH THE TRACK, IT IS PROBABLY DESTROYED.
 GW0690
 GW0690                          STATION RECOVERY (1961)
 GW0690
 GW0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GW0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0992 ***********************************************************************
 GW0992  DESIGNATION -  B 152
 GW0992  PID         -  GW0992
 GW0992  STATE/COUNTY-  VA/AMHERST
 GW0992  USGS QUAD   -  BUENA VISTA (1984)
 GW0992
 GW0992                         *CURRENT SURVEY CONTROL
 GW0992  ___________________________________________________________________
 GW0992* NAD 83(1986)-  37 44 51.     (N)    079 17 25.     (W)     SCALED    
 GW0992* NAVD 88     -       631.220  (meters)    2070.93   (feet)  ADJUSTED  
 GW0992  ___________________________________________________________________
 GW0992  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0992  DYNAMIC HT  -         630.695 (meters)    2069.21  (feet)  COMP
 GW0992  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 GW0992
 GW0992  VERT ORDER  -  SECOND    CLASS 0
 GW0992
 GW0992.The horizontal coordinates were scaled from a topographic map and have
 GW0992.an estimated accuracy of +/- 6 seconds.
 GW0992
 GW0992.The orthometric height was determined by differential leveling
 GW0992.and adjusted by the National Geodetic Survey in June 1991..
 GW0992
 GW0992.The geoid height was determined by GEOID03.
 GW0992
 GW0992.The dynamic height is computed by dividing the NAVD 88
 GW0992.geopotential number by the normal gravity value computed on the
 GW0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0992.degrees latitude (g = 980.6199 gals.).
 GW0992
 GW0992.The modeled gravity was interpolated from observed gravity values.
 GW0992
 GW0992;                    North         East    Units  Estimated Accuracy
 GW0992;SPC VA S     - 1,157,230.    3,430,350.      MT  (+/- 180 meters Scaled)
 GW0992
 GW0992                          SUPERSEDED SURVEY CONTROL
 GW0992
 GW0992  NGVD 29 (??/??/92)  631.395  (m)         2071.50   (f) ADJ UNCH    2 0
 GW0992
 GW0992.Superseded values are not recommended for survey control.
 GW0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0992.See file dsdata.txt to determine how the superseded data were derived.
 GW0992
 GW0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB506791(NAD 83)
 GW0992_MARKER: DB = BENCH MARK DISK
 GW0992_SETTING: 80 = SET IN A BOULDER
 GW0992_SP_SET: SANDSTONE
 GW0992_STAMPING: B 152 1935
 GW0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0992+STABILITY: SURFACE MOTION
 GW0992
 GW0992  HISTORY     - Date     Condition        Report By
 GW0992  HISTORY     - 1935     MONUMENTED       CGS
 GW0992  HISTORY     - 1938     GOOD             NGS
 GW0992
 GW0992                          STATION DESCRIPTION
 GW0992
 GW0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0992'5.9 MI E FROM BUENA VISTA.
 GW0992'IN AMHERST COUNTY, 5.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM
 GW0992'BUENA VISTA, ROCKBRIDGE COUNTY, 450 FEET SOUTH OF A CONCRETE
 GW0992'CULVERT, 420 FEET SOUTH OF A TRAIL LEADING NORTHEAST, 240 FEET
 GW0992'SOUTH OF THE NORTH END OF A CUT, AT A CURVE, 40 FEET WEST OF
 GW0992'THE CENTERLINE OF THE HIGHWAY, JUST WEST OF AN EARTH BANK, IN
 GW0992'THE TOP OF A SANDSTONE BOULDER, AND 1 FOOT HIGHER THAN THE
 GW0992'ROADWAY.  A STANDARD DISK, STAMPED B 152 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0925 ***********************************************************************
 HW0925  DESIGNATION -  B 155
 HW0925  PID         -  HW0925
 HW0925  STATE/COUNTY-  VA/ALBEMARLE
 HW0925  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0925
 HW0925                         *CURRENT SURVEY CONTROL
 HW0925  ___________________________________________________________________
 HW0925* NAD 83(1986)-  38 06 07.     (N)    078 34 20.     (W)     SCALED    
 HW0925* NAVD 88     -       196.494  (meters)     644.66   (feet)  ADJUSTED  
 HW0925  ___________________________________________________________________
 HW0925  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0925  DYNAMIC HT  -         196.356 (meters)     644.21  (feet)  COMP
 HW0925  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HW0925
 HW0925  VERT ORDER  -  SECOND    CLASS 0
 HW0925
 HW0925.The horizontal coordinates were scaled from a topographic map and have
 HW0925.an estimated accuracy of +/- 6 seconds.
 HW0925
 HW0925.The orthometric height was determined by differential leveling
 HW0925.and adjusted by the National Geodetic Survey in June 1991..
 HW0925
 HW0925.The geoid height was determined by GEOID03.
 HW0925
 HW0925.The dynamic height is computed by dividing the NAVD 88
 HW0925.geopotential number by the normal gravity value computed on the
 HW0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0925.degrees latitude (g = 980.6199 gals.).
 HW0925
 HW0925.The modeled gravity was interpolated from observed gravity values.
 HW0925
 HW0925;                    North         East    Units  Estimated Accuracy
 HW0925;SPC VA S     - 1,196,280.    3,493,670.      MT  (+/- 180 meters Scaled)
 HW0925
 HW0925                          SUPERSEDED SURVEY CONTROL
 HW0925
 HW0925  NGVD 29 (??/??/92)  196.728  (m)          645.43   (f) ADJ UNCH    2 0
 HW0925
 HW0925.Superseded values are not recommended for survey control.
 HW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0925.See file dsdata.txt to determine how the superseded data were derived.
 HW0925
 HW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC128199(NAD 83)
 HW0925_MARKER: DB = BENCH MARK DISK
 HW0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0925_STAMPING: B 155 1935
 HW0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0925+STABILITY: SURFACE MOTION
 HW0925
 HW0925  HISTORY     - Date     Condition        Report By
 HW0925  HISTORY     - 1935     MONUMENTED       CGS
 HW0925  HISTORY     - 1964     GOOD             NGS
 HW0925
 HW0925                          STATION DESCRIPTION
 HW0925
 HW0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0925'4.6 MI N FROM IVY.
 HW0925'4.6 MILES NORTH ALONG SECONDARY STATE HIGHWAYS 678 AND 676 FROM
 HW0925'THE CHESAPEAKE AND OHIO RAILWAY STATION AT IVY DEPOT, ALBEMARLE
 HW0925'COUNTY, 210 FEET SOUTHWEST OF A BROWN FRAMEHOUSE, 30 FEET EAST
 HW0925'OF A GATE IN A FENCE AROUND A CHAPEL YARD, AND 25 FEET NORTH OF
 HW0925'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 155
 HW0925'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A STEEL
 HW0925'WITNESS POST WAS SET 2 FEET NW OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0519 ***********************************************************************
 HW0519  DESIGNATION -  B 156
 HW0519  PID         -  HW0519
 HW0519  STATE/COUNTY-  VA/ALBEMARLE
 HW0519  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0519
 HW0519                         *CURRENT SURVEY CONTROL
 HW0519  ___________________________________________________________________
 HW0519* NAD 83(1986)-  38 06 57.     (N)    078 25 23.     (W)     SCALED    
 HW0519* NAVD 88     -       157.984  (meters)     518.32   (feet)  ADJUSTED  
 HW0519  ___________________________________________________________________
 HW0519  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0519  DYNAMIC HT  -         157.873 (meters)     517.96  (feet)  COMP
 HW0519  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 HW0519
 HW0519  VERT ORDER  -  SECOND    CLASS 0
 HW0519
 HW0519.The horizontal coordinates were scaled from a topographic map and have
 HW0519.an estimated accuracy of +/- 6 seconds.
 HW0519
 HW0519.The orthometric height was determined by differential leveling
 HW0519.and adjusted by the National Geodetic Survey in June 1991..
 HW0519
 HW0519.The geoid height was determined by GEOID03.
 HW0519
 HW0519.The dynamic height is computed by dividing the NAVD 88
 HW0519.geopotential number by the normal gravity value computed on the
 HW0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0519.degrees latitude (g = 980.6199 gals.).
 HW0519
 HW0519.The modeled gravity was interpolated from observed gravity values.
 HW0519
 HW0519;                    North         East    Units  Estimated Accuracy
 HW0519;SPC VA S     - 1,197,830.    3,506,750.      MT  (+/- 180 meters Scaled)
 HW0519
 HW0519                          SUPERSEDED SURVEY CONTROL
 HW0519
 HW0519  NGVD 29 (??/??/92)  158.218  (m)          519.09   (f) ADJ UNCH    2 0
 HW0519
 HW0519.Superseded values are not recommended for survey control.
 HW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0519.See file dsdata.txt to determine how the superseded data were derived.
 HW0519
 HW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC259218(NAD 83)
 HW0519_MARKER: DB = BENCH MARK DISK
 HW0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0519_STAMPING: B 156 1935
 HW0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0519+STABILITY: SURFACE MOTION
 HW0519
 HW0519  HISTORY     - Date     Condition        Report By
 HW0519  HISTORY     - 1935     MONUMENTED       CGS
 HW0519  HISTORY     - 1964     GOOD             NGS
 HW0519
 HW0519                          STATION DESCRIPTION
 HW0519
 HW0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0519'0.7 MI N FROM PROFFIT.
 HW0519'0.7 MILE NORTH ALONG SECONDARY STATE HIGHWAY 649 FROM THE
 HW0519'SOUTHERN RAILWAY STATION AT PROFFIT, ALBEMARLE COUNTY, 0.2 MILE
 HW0519'NORTH OF A CEMETERY, 267 FEET NORTHEAST OF A SCHOOLHOUSE, 26
 HW0519'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 HW0519'NORTHEAST END OF THE SCHOOL GROUNDS, AND 3 FEET SOUTHEAST OF A
 HW0519'GATE.  A STANDARD DISK, STAMPED B 156 1935 AND SET IN THE TOP
 HW0519'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0905 ***********************************************************************
 HW0905  DESIGNATION -  B 157 RESET 1956
 HW0905  PID         -  HW0905
 HW0905  STATE/COUNTY-  VA/ROCKINGHAM
 HW0905  USGS QUAD   -  HARRISONBURG (1989)
 HW0905
 HW0905                         *CURRENT SURVEY CONTROL
 HW0905  ___________________________________________________________________
 HW0905* NAD 83(1986)-  38 22 43.     (N)    078 49 04.     (W)     SCALED    
 HW0905* NAVD 88     -       385.75   (+/-2cm)    1265.6    (feet)  VERTCON   
 HW0905  ___________________________________________________________________
 HW0905  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW0905
 HW0905  VERT ORDER  -  THIRD (See Below)
 HW0905
 HW0905.The horizontal coordinates were scaled from a topographic map and have
 HW0905.an estimated accuracy of +/- 6 seconds.
 HW0905
 HW0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0905.The vertical order pertains to the NGVD 29 superseded value.
 HW0905
 HW0905.The geoid height was determined by GEOID03.
 HW0905
 HW0905;                    North         East    Units  Estimated Accuracy
 HW0905;SPC VA N     - 2,079,070.    3,472,230.      MT  (+/- 180 meters Scaled)
 HW0905
 HW0905                          SUPERSEDED SURVEY CONTROL
 HW0905
 HW0905  NGVD 29 (03/21/06)  385.90   (m)         1266.1    (f) RESET       3  
 HW0905
 HW0905.Superseded values are not recommended for survey control.
 HW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0905.See file dsdata.txt to determine how the superseded data were derived.
 HW0905
 HW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC906500(NAD 83)
 HW0905_MARKER: DD = SURVEY DISK
 HW0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0905_STAMPING: B 157 RESET 1956
 HW0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0905+STABILITY: SURFACE MOTION
 HW0905
 HW0905  HISTORY     - Date     Condition        Report By
 HW0905  HISTORY     - 1956     MONUMENTED       VADH
 HW0905
 HW0905                          STATION DESCRIPTION
 HW0905
 HW0905'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1956
 HW0905'1.9 MI NE FROM CROSSKEYS.
 HW0905'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 276 FROM A SINCLAIR
 HW0905'SERVICE STATION AT CROSSKEYS, ROCKINGHAM COUNTY, 1.0 MILE SOUTH
 HW0905'OF THE INTERSECTION OF U.S. HIGHWAY 33, 140 FEET NORTH OF THE
 HW0905'J.C. JARRELS 2-STORY FRAME HOUSE, 38 FEET WEST OF THE CENTER
 HW0905'LINE OF THE HIGHWAY, AND OPPOSITE A GARDEN-FENCE CORNER.  A
 HW0905'STANDARD DISK, STAMPED B 157 RESET 1956 AND SET IN THE TOP OF A
 HW0905'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1748 ***********************************************************************
 HW1748  DESIGNATION -  B 159
 HW1748  PID         -  HW1748
 HW1748  STATE/COUNTY-  VA/AUGUSTA
 HW1748  USGS QUAD   -  GREENVILLE (1972)
 HW1748
 HW1748                         *CURRENT SURVEY CONTROL
 HW1748  ___________________________________________________________________
 HW1748* NAD 83(1986)-  38 02 56.     (N)    079 13 37.     (W)     SCALED    
 HW1748* NAVD 88     -       585.872  (meters)    1922.15   (feet)  ADJUSTED  
 HW1748  ___________________________________________________________________
 HW1748  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HW1748  DYNAMIC HT  -         585.410 (meters)    1920.63  (feet)  COMP
 HW1748  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HW1748
 HW1748  VERT ORDER  -  SECOND    CLASS 0
 HW1748
 HW1748.The horizontal coordinates were scaled from a topographic map and have
 HW1748.an estimated accuracy of +/- 6 seconds.
 HW1748
 HW1748.The orthometric height was determined by differential leveling
 HW1748.and adjusted by the National Geodetic Survey in June 1991..
 HW1748
 HW1748.The geoid height was determined by GEOID03.
 HW1748
 HW1748.The dynamic height is computed by dividing the NAVD 88
 HW1748.geopotential number by the normal gravity value computed on the
 HW1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1748.degrees latitude (g = 980.6199 gals.).
 HW1748
 HW1748.The modeled gravity was interpolated from observed gravity values.
 HW1748
 HW1748;                    North         East    Units  Estimated Accuracy
 HW1748;SPC VA N     - 2,042,680.    3,436,190.      MT  (+/- 180 meters Scaled)
 HW1748
 HW1748                          SUPERSEDED SURVEY CONTROL
 HW1748
 HW1748  NGVD 29 (??/??/92)  586.005  (m)         1922.58   (f) ADJ UNCH    2 0
 HW1748
 HW1748.Superseded values are not recommended for survey control.
 HW1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1748.See file dsdata.txt to determine how the superseded data were derived.
 HW1748
 HW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC555127(NAD 83)
 HW1748_MARKER: DB = BENCH MARK DISK
 HW1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1748_STAMPING: B 159 1935
 HW1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1748+STABILITY: SURFACE MOTION
 HW1748
 HW1748  HISTORY     - Date     Condition        Report By
 HW1748  HISTORY     - 1935     MONUMENTED       CGS
 HW1748
 HW1748                          STATION DESCRIPTION
 HW1748
 HW1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1748'0.9 MI SW FROM MIDDLEBROOK.
 HW1748'0.9 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1748'AT MIDDLEBROOK, AUGUSTA COUNTY, AT THE JUNCTION OF COUNTY ROAD
 HW1748'603, 45 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 620,
 HW1748'21 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 603, AND 5 FEET
 HW1748'EAST OF A 2-FOOT OAK TREE.  A STANDARD DISK, STAMPED B 159 1935
 HW1748'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1840 ***********************************************************************
 GX1840  DESIGNATION -  B 16
 GX1840  PID         -  GX1840
 GX1840  STATE/COUNTY-  VA/RUSSELL
 GX1840  USGS QUAD   -  HONAKER (1978)
 GX1840
 GX1840                         *CURRENT SURVEY CONTROL
 GX1840  ___________________________________________________________________
 GX1840* NAD 83(1986)-  37 01 52.     (N)    081 56 11.     (W)     SCALED    
 GX1840* NAVD 88     -       583.003  (meters)    1912.74   (feet)  ADJUSTED  
 GX1840  ___________________________________________________________________
 GX1840  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GX1840  DYNAMIC HT  -         582.488 (meters)    1911.05  (feet)  COMP
 GX1840  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 GX1840
 GX1840  VERT ORDER  -  SECOND    CLASS 0
 GX1840
 GX1840.The horizontal coordinates were scaled from a topographic map and have
 GX1840.an estimated accuracy of +/- 6 seconds.
 GX1840
 GX1840.The orthometric height was determined by differential leveling
 GX1840.and adjusted by the National Geodetic Survey in June 1991..
 GX1840
 GX1840.The geoid height was determined by GEOID03.
 GX1840
 GX1840.The dynamic height is computed by dividing the NAVD 88
 GX1840.geopotential number by the normal gravity value computed on the
 GX1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1840.degrees latitude (g = 980.6199 gals.).
 GX1840
 GX1840.The modeled gravity was interpolated from observed gravity values.
 GX1840
 GX1840;                    North         East    Units  Estimated Accuracy
 GX1840;SPC VA S     - 1,083,000.    3,194,330.      MT  (+/- 180 meters Scaled)
 GX1840
 GX1840                          SUPERSEDED SURVEY CONTROL
 GX1840
 GX1840  NGVD 29 (??/??/92)  583.154  (m)         1913.23   (f) ADJ UNCH    2 0
 GX1840
 GX1840.Superseded values are not recommended for survey control.
 GX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1840.See file dsdata.txt to determine how the superseded data were derived.
 GX1840
 GX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA167987(NAD 83)
 GX1840_MARKER: DD = SURVEY DISK
 GX1840_SETTING: 80 = SET IN A BOULDER
 GX1840_STAMPING: B 16 1912
 GX1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1840+STABILITY: SURFACE MOTION
 GX1840
 GX1840  HISTORY     - Date     Condition        Report By
 GX1840  HISTORY     - 1912     MONUMENTED       USGS
 GX1840  HISTORY     - 1934     GOOD             NGS
 GX1840  HISTORY     - 1935     MARK NOT FOUND   NGS
 GX1840
 GX1840                          STATION DESCRIPTION
 GX1840
 GX1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX1840'AT GARDNER.
 GX1840'AT GARDNER, RUSSELL COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GX1840'80 FEET EAST OF THE STATION, IN THE TOP OF A LIMESTONE BOULDER,
 GX1840'AND 25 FEET SOUTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 GX1840'SURVEY STANDARD DISK, STAMPED B 16 1912.
 GX1840
 GX1840                          STATION RECOVERY (1935)
 GX1840
 GX1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GX1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0584 ***********************************************************************
 GW0584  DESIGNATION -  B 16
 GW0584  PID         -  GW0584
 GW0584  STATE/COUNTY-  VA/NELSON
 GW0584  USGS QUAD   -  SHIPMAN (1987)
 GW0584
 GW0584                         *CURRENT SURVEY CONTROL
 GW0584  ___________________________________________________________________
 GW0584* NAD 83(1986)-  37 38 47.     (N)    078 47 22.     (W)     SCALED    
 GW0584* NAVD 88     -       110.545  (meters)     362.68   (feet)  ADJUSTED  
 GW0584  ___________________________________________________________________
 GW0584  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW0584  DYNAMIC HT  -         110.467 (meters)     362.42  (feet)  COMP
 GW0584  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 GW0584
 GW0584  VERT ORDER  -  FIRST     CLASS II
 GW0584
 GW0584.The horizontal coordinates were scaled from a topographic map and have
 GW0584.an estimated accuracy of +/- 6 seconds.
 GW0584
 GW0584.The orthometric height was determined by differential leveling
 GW0584.and adjusted by the National Geodetic Survey in June 1991..
 GW0584
 GW0584.The geoid height was determined by GEOID03.
 GW0584
 GW0584.The dynamic height is computed by dividing the NAVD 88
 GW0584.geopotential number by the normal gravity value computed on the
 GW0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0584.degrees latitude (g = 980.6199 gals.).
 GW0584
 GW0584.The modeled gravity was interpolated from observed gravity values.
 GW0584
 GW0584;                    North         East    Units  Estimated Accuracy
 GW0584;SPC VA S     - 1,145,760.    3,474,460.      MT  (+/- 180 meters Scaled)
 GW0584
 GW0584                          SUPERSEDED SURVEY CONTROL
 GW0584
 GW0584  NGVD 29 (??/??/92)  110.802  (m)          363.52   (f) ADJ UNCH    1 2
 GW0584
 GW0584.Superseded values are not recommended for survey control.
 GW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0584.See file dsdata.txt to determine how the superseded data were derived.
 GW0584
 GW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB950688(NAD 83)
 GW0584_MARKER: DB = BENCH MARK DISK
 GW0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0584_STAMPING: 363.510 B 16 1928
 GW0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0584+STABILITY: SURFACE MOTION
 GW0584
 GW0584  HISTORY     - Date     Condition        Report By
 GW0584  HISTORY     - 1928     MONUMENTED       CGS
 GW0584  HISTORY     - 1944     MARK NOT FOUND   NGS
 GW0584  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0584
 GW0584                          STATION DESCRIPTION
 GW0584
 GW0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0584'1 MI E FROM NORWOOD.
 GW0584'1.0 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0584'STATION AT NORWOOD, AT A ROAD CROSSING, 69 FEET EAST OF THE
 GW0584'CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE OF THE
 GW0584'TRACK, OPPOSITE A LARGE WEEPING WILLOW TREE, IN LINE WITH A ROW OF
 GW0584'POLES, AND ABOUT 18 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 GW0584'STANDARD DISK, STAMPED 363.510 B 16 1928 AND SET IN THE TOP OF
 GW0584'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 GW0584'BENCH MARK WAS REPORTED AS COVERED BY BALLAST DUE TO THE
 GW0584'IMPROVEMENT OF THE TRACK.
 GW0584
 GW0584                          STATION RECOVERY (1983)
 GW0584
 GW0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0584'NOT RECOVERED.  A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING
 GW0584'FOUND.  THE RAILROAD STATION AT NORWOOD HAS BEEN RAZED AND NO WEEPING
 GW0584'WILLOW TREE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1774 ***********************************************************************
 HW1774  DESIGNATION -  B 160
 HW1774  PID         -  HW1774
 HW1774  STATE/COUNTY-  VA/AUGUSTA
 HW1774  USGS QUAD   -  AUGUSTA SPRINGS (1978)
 HW1774
 HW1774                         *CURRENT SURVEY CONTROL
 HW1774  ___________________________________________________________________
 HW1774* NAD 83(1986)-  38 05 34.     (N)    079 17 13.     (W)     SCALED    
 HW1774* NAVD 88     -       749.544  (meters)    2459.13   (feet)  ADJUSTED  
 HW1774  ___________________________________________________________________
 HW1774  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HW1774  DYNAMIC HT  -         748.929 (meters)    2457.11  (feet)  COMP
 HW1774  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 HW1774
 HW1774  VERT ORDER  -  SECOND    CLASS 0
 HW1774
 HW1774.The horizontal coordinates were scaled from a topographic map and have
 HW1774.an estimated accuracy of +/- 6 seconds.
 HW1774
 HW1774.The orthometric height was determined by differential leveling
 HW1774.and adjusted by the National Geodetic Survey in June 1991..
 HW1774
 HW1774.The geoid height was determined by GEOID03.
 HW1774
 HW1774.The dynamic height is computed by dividing the NAVD 88
 HW1774.geopotential number by the normal gravity value computed on the
 HW1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1774.degrees latitude (g = 980.6199 gals.).
 HW1774
 HW1774.The modeled gravity was interpolated from observed gravity values.
 HW1774
 HW1774;                    North         East    Units  Estimated Accuracy
 HW1774;SPC VA N     - 2,047,590.    3,430,970.      MT  (+/- 180 meters Scaled)
 HW1774
 HW1774                          SUPERSEDED SURVEY CONTROL
 HW1774
 HW1774  NGVD 29 (??/??/92)  749.658  (m)         2459.50   (f) ADJ UNCH    2 0
 HW1774
 HW1774.Superseded values are not recommended for survey control.
 HW1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1774.See file dsdata.txt to determine how the superseded data were derived.
 HW1774
 HW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC502174(NAD 83)
 HW1774_MARKER: DB = BENCH MARK DISK
 HW1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1774_STAMPING: B 160 1935
 HW1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1774+STABILITY: SURFACE MOTION
 HW1774
 HW1774  HISTORY     - Date     Condition        Report By
 HW1774  HISTORY     - 1935     MONUMENTED       CGS
 HW1774
 HW1774                          STATION DESCRIPTION
 HW1774
 HW1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1774'0.9 MI SW FROM MIDDLEBROOK.
 HW1774'0.9 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1774'AT MIDDLEBROOK, AUGUSTA COUNTY, THENCE ABOUT 6.2 MILES NORTHWEST
 HW1774'ALONG COUNTY ROAD 603, ABOUT 0.7 MILE SOUTHWEST OF POND GAP, AT
 HW1774'THE JUNCTION OF AN OLD ROAD LEADING NORTHWEST DOWN THE MOUNTAINSIDE,
 HW1774'17 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 603, AND 10 FEET
 HW1774'SOUTH OF THE CENTER LINE OF THE OLD ROAD.  A STANDARD DISK,
 HW1774'STAMPED B 160 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2441 ***********************************************************************
 GV2441  DESIGNATION -  B 17
 GV2441  PID         -  GV2441
 GV2441  STATE/COUNTY-  VA/GOOCHLAND
 GV2441  USGS QUAD   -  GOOCHLAND (1968)
 GV2441
 GV2441                         *CURRENT SURVEY CONTROL
 GV2441  ___________________________________________________________________
 GV2441* NAD 83(1986)-  37 41 36.     (N)    077 55 25.     (W)     SCALED    
 GV2441* NAVD 88     -        48.831  (meters)     160.21   (feet)  ADJUSTED  
 GV2441  ___________________________________________________________________
 GV2441  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GV2441  DYNAMIC HT  -          48.799 (meters)     160.10  (feet)  COMP
 GV2441  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 GV2441
 GV2441  VERT ORDER  -  FIRST     CLASS II
 GV2441
 GV2441.The horizontal coordinates were scaled from a topographic map and have
 GV2441.an estimated accuracy of +/- 6 seconds.
 GV2441
 GV2441.The orthometric height was determined by differential leveling
 GV2441.and adjusted by the National Geodetic Survey in June 1991..
 GV2441.WARNING-Repeat measurements at this control monument indicate possible
 GV2441.vertical movement.
 GV2441
 GV2441.The geoid height was determined by GEOID03.
 GV2441
 GV2441.The dynamic height is computed by dividing the NAVD 88
 GV2441.geopotential number by the normal gravity value computed on the
 GV2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2441.degrees latitude (g = 980.6199 gals.).
 GV2441
 GV2441.The modeled gravity was interpolated from observed gravity values.
 GV2441
 GV2441;                    North         East    Units  Estimated Accuracy
 GV2441;SPC VA S     - 1,151,080.    3,550,830.      MT  (+/- 180 meters Scaled)
 GV2441
 GV2441                          SUPERSEDED SURVEY CONTROL
 GV2441
 GV2441  NGVD 29 (??/??/??)   49.169  (m)          161.32   (f) ADJUSTED    1 2
 GV2441
 GV2441.Superseded values are not recommended for survey control.
 GV2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2441.See file dsdata.txt to determine how the superseded data were derived.
 GV2441
 GV2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG422758(NAD 83)
 GV2441_MARKER: DB = BENCH MARK DISK
 GV2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2441_STAMPING: 161.321 B 17 1929
 GV2441_MARK LOGO: CGS   
 GV2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2441+STABILITY: SURFACE MOTION
 GV2441
 GV2441  HISTORY     - Date     Condition        Report By
 GV2441  HISTORY     - 1929     MONUMENTED       CGS
 GV2441  HISTORY     - 1960     GOOD             CGS
 GV2441  HISTORY     - 1983     GOOD             NGS
 GV2441  HISTORY     - 19980221 POOR             USPSQD
 GV2441  HISTORY     - 20030109 POOR             USPSQD
 GV2441  HISTORY     - 20060311 POOR             USPSQD
 GV2441
 GV2441                          STATION DESCRIPTION
 GV2441
 GV2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2441'AT IRWIN.
 GV2441'AT IRWIN, GOOCHLAND COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GV2441'72 FEET WEST OF THE STATION, 0.4 MILE NORTHEAST OF MILEPOST
 GV2441'34, 60 FEET SOUTHWEST OF A ROAD CROSSING, 45 FEET SOUTH OF THE
 GV2441'CENTERLINE OF THE TRACK, 6 FEET SOUTHEAST OF A TELEPHONE POLE,
 GV2441'AND 2.5 FEET SOUTH OF A WITNESS POST.  NOTE-- THE MARK IS 6
 GV2441'FEET SOUTHEAST OF A TELEPHONE POLE AND 2.5 FEET SOUTH OF A CGS
 GV2441'WITNESS SIGN.
 GV2441
 GV2441                          STATION RECOVERY (1983)
 GV2441
 GV2441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2441'RECOVERED IN GOOD CONDITION.
 GV2441
 GV2441                          STATION RECOVERY (1998)
 GV2441
 GV2441'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2441'MARK RECOVERED IN POOR CONDITION.
 GV2441
 GV2441                          STATION RECOVERY (2003)
 GV2441
 GV2441'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2441'MONUMENT HAS BEEN UPROOTED BUT DISK REMAINS IN PLACE. A WITNESS POST
 GV2441'STILL MARKS THE LOCATION
 GV2441
 GV2441                          STATION RECOVERY (2006)
 GV2441
 GV2441'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 GV2441'2003 NOTE REMAINS VALID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0266 ***********************************************************************
 FX0266  DESIGNATION -  B 17 C OF N
 FX0266  PID         -  FX0266
 FX0266  STATE/COUNTY-  VA/C OF NORFOLK
 FX0266  USGS QUAD   -  LITTLE CREEK (1989)
 FX0266
 FX0266                         *CURRENT SURVEY CONTROL
 FX0266  ___________________________________________________________________
 FX0266* NAD 83(1986)-  36 53 14.     (N)    076 12 38.     (W)     SCALED    
 FX0266* NAVD 88     -         3.903  (meters)      12.81   (feet)  ADJUSTED  
 FX0266  ___________________________________________________________________
 FX0266  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX0266  DYNAMIC HT  -           3.900 (meters)      12.80  (feet)  COMP
 FX0266  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 FX0266
 FX0266  VERT ORDER  -  FIRST     CLASS I
 FX0266
 FX0266.The horizontal coordinates were scaled from a topographic map and have
 FX0266.an estimated accuracy of +/- 6 seconds.
 FX0266
 FX0266.The orthometric height was determined by differential leveling
 FX0266.and adjusted by the National Geodetic Survey in June 1991..
 FX0266
 FX0266.The geoid height was determined by GEOID03.
 FX0266
 FX0266.The dynamic height is computed by dividing the NAVD 88
 FX0266.geopotential number by the normal gravity value computed on the
 FX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0266.degrees latitude (g = 980.6199 gals.).
 FX0266
 FX0266.The modeled gravity was interpolated from observed gravity values.
 FX0266
 FX0266;                    North         East    Units  Estimated Accuracy
 FX0266;SPC VA S     - 1,063,940.    3,704,060.      MT  (+/- 180 meters Scaled)
 FX0266
 FX0266                          SUPERSEDED SURVEY CONTROL
 FX0266
 FX0266  NGVD 29 (??/??/92)    4.149  (m)           13.61   (f) ADJ UNCH    1 1
 FX0266
 FX0266.Superseded values are not recommended for survey control.
 FX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0266.See file dsdata.txt to determine how the superseded data were derived.
 FX0266
 FX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF921830(NAD 83)
 FX0266_MARKER: DD = SURVEY DISK
 FX0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0266_SP_SET: ABUTMENT
 FX0266_STAMPING: B 17
 FX0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0266+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 FX0266
 FX0266  HISTORY     - Date     Condition        Report By
 FX0266  HISTORY     - UNK      MONUMENTED       VA1760
 FX0266  HISTORY     - 1963     GOOD             NGS
 FX0266  HISTORY     - 1966     GOOD
 FX0266  HISTORY     - 20021012 GOOD             USPSQD
 FX0266
 FX0266                          STATION DESCRIPTION
 FX0266
 FX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0266'AT NORFOLK.
 FX0266'ABOUT 0.35 MILE NORTHEAST ALONG CARNARVON DRIVE FROM THE JUNCTION
 FX0266'OF MILITARY HIGHWAY, ABOUT 0.55 MILES SOUTHWEST OF THE NORFOLK
 FX0266'AIRPORT CONTROL TOWER, SET ON TOP OF THE NORTHWEST END OF THE
 FX0266'SOUTHWEST CONCRETE ABUTMENT FOR A CONCRETE BRIDGE OVER A CANAL,
 FX0266'16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST
 FX0266'OF THE NORTHWEST EDGE OF THE GUARD RAIL BASE, AND IS ABOUT
 FX0266'LEVEL WITH THE ROAD.
 FX0266
 FX0266                          STATION RECOVERY (1966)
 FX0266
 FX0266'RECOVERED 1966
 FX0266'RECOVERED IN GOOD CONDITION.
 FX0266
 FX0266                          STATION RECOVERY (2002)
 FX0266
 FX0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0266'CHANGE CARNARVON DRIVE TO READ ROBIN HOOD ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1481 ***********************************************************************
 HW1481  DESIGNATION -  B 170
 HW1481  PID         -  HW1481
 HW1481  STATE/COUNTY-  VA/ROCKINGHAM
 HW1481  USGS QUAD   -  COW KNOB (1967)
 HW1481
 HW1481                         *CURRENT SURVEY CONTROL
 HW1481  ___________________________________________________________________
 HW1481* NAD 83(1986)-  38 39 30.     (N)    079 07 11.     (W)     SCALED    
 HW1481* NAVD 88     -      1114.618  (meters)    3656.88   (feet)  ADJUSTED  
 HW1481  ___________________________________________________________________
 HW1481  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HW1481  DYNAMIC HT  -        1113.702 (meters)    3653.87  (feet)  COMP
 HW1481  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 HW1481
 HW1481  VERT ORDER  -  SECOND    CLASS 0
 HW1481
 HW1481.The horizontal coordinates were scaled from a topographic map and have
 HW1481.an estimated accuracy of +/- 6 seconds.
 HW1481
 HW1481.The orthometric height was determined by differential leveling
 HW1481.and adjusted by the National Geodetic Survey in June 1991..
 HW1481
 HW1481.The geoid height was determined by GEOID03.
 HW1481
 HW1481.The dynamic height is computed by dividing the NAVD 88
 HW1481.geopotential number by the normal gravity value computed on the
 HW1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1481.degrees latitude (g = 980.6199 gals.).
 HW1481
 HW1481.The modeled gravity was interpolated from observed gravity values.
 HW1481
 HW1481;                    North         East    Units  Estimated Accuracy
 HW1481;SPC VA N     - 2,110,260.    3,446,060.      MT  (+/- 180 meters Scaled)
 HW1481
 HW1481                          SUPERSEDED SURVEY CONTROL
 HW1481
 HW1481  NGVD 29 (??/??/92) 1114.686  (m)         3657.10   (f) ADJ UNCH    2 0
 HW1481
 HW1481.Superseded values are not recommended for survey control.
 HW1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1481.See file dsdata.txt to determine how the superseded data were derived.
 HW1481
 HW1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC636805(NAD 83)
 HW1481_MARKER: DB = BENCH MARK DISK
 HW1481_SETTING: 66 = SET IN ROCK OUTCROP
 HW1481_SP_SET: ROCK OUTCROP
 HW1481_STAMPING: B 170 1935
 HW1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1481+STABILITY: POSITION/ELEVATION WELL
 HW1481
 HW1481  HISTORY     - Date     Condition        Report By
 HW1481  HISTORY     - 1935     MONUMENTED       CGS
 HW1481  HISTORY     - 1954     GOOD             USE
 HW1481
 HW1481                          STATION DESCRIPTION
 HW1481
 HW1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1481'AT HALL SPRINGS.
 HW1481'AT HALL SPRINGS, ROCKINGHAM COUNTY, AT THE TOP OF SHENANDOAH
 HW1481'MOUNTAIN, ON A NORTHEAST-AND-SOUTHWEST ROAD, AT THE JUNCTION
 HW1481'OF A TRAIL LEADING NORTHWEST, 33 FEET NORTHEAST OF THE CENTER
 HW1481'OF THE JUNCTION, 11 FEET SOUTHEAST OF THE CENTERLINE OF THE TRAIL,
 HW1481'15 FEET NORTHWEST OF THE NORTH CORNER OF A BUILDING, 10 FEET
 HW1481'NORTHEAST OF A TALL ROCK MONUMENT, IN THE TOP OF A ROCK OUTCROP,
 HW1481'AND 0.2 FOOT ABOVE THE GROUND.
 HW1481
 HW1481                          STATION RECOVERY (1954)
 HW1481
 HW1481'RECOVERY NOTE BY US ENGINEERS 1954
 HW1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0876 ***********************************************************************
 GW0876  DESIGNATION -  B 18
 GW0876  PID         -  GW0876
 GW0876  STATE/COUNTY-  VA/C OF BUENA VISTA
 GW0876  USGS QUAD   -  BUENA VISTA (1984)
 GW0876
 GW0876                         *CURRENT SURVEY CONTROL
 GW0876  ___________________________________________________________________
 GW0876* NAD 83(1986)-  37 44 05.     (N)    079 21 24.     (W)     SCALED    
 GW0876* NAVD 88     -       251.677  (meters)     825.71   (feet)  ADJUSTED  
 GW0876  ___________________________________________________________________
 GW0876  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW0876  DYNAMIC HT  -         251.482 (meters)     825.07  (feet)  COMP
 GW0876  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 GW0876
 GW0876  VERT ORDER  -  FIRST     CLASS II
 GW0876
 GW0876.The horizontal coordinates were scaled from a topographic map and have
 GW0876.an estimated accuracy of +/- 6 seconds.
 GW0876
 GW0876.The orthometric height was determined by differential leveling
 GW0876.and adjusted by the National Geodetic Survey in June 1991..
 GW0876
 GW0876.The geoid height was determined by GEOID03.
 GW0876
 GW0876.The dynamic height is computed by dividing the NAVD 88
 GW0876.geopotential number by the normal gravity value computed on the
 GW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0876.degrees latitude (g = 980.6199 gals.).
 GW0876
 GW0876.The modeled gravity was interpolated from observed gravity values.
 GW0876
 GW0876;                    North         East    Units  Estimated Accuracy
 GW0876;SPC VA S     - 1,155,860.    3,424,490.      MT  (+/- 180 meters Scaled)
 GW0876
 GW0876                          SUPERSEDED SURVEY CONTROL
 GW0876
 GW0876  NGVD 29 (??/??/92)  251.873  (m)          826.35   (f) ADJ UNCH    1 2
 GW0876
 GW0876.Superseded values are not recommended for survey control.
 GW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0876.See file dsdata.txt to determine how the superseded data were derived.
 GW0876
 GW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB448776(NAD 83)
 GW0876_MARKER: DB = BENCH MARK DISK
 GW0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0876_STAMPING: B 18 1929
 GW0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0876+STABILITY: SURFACE MOTION
 GW0876
 GW0876  HISTORY     - Date     Condition        Report By
 GW0876  HISTORY     - 1929     MONUMENTED       CGS
 GW0876  HISTORY     - 1938     GOOD             NGS
 GW0876
 GW0876                          STATION DESCRIPTION
 GW0876
 GW0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0876'AT BUENA VISTA.
 GW0876'AT BUENA VISTA, ABOUT 200 FEET NORTHWEST OF THE NORFOLK AND
 GW0876'WESTERN RAILWAY STATION, ABOUT 65 FEET SOUTHEAST OF THE CHESAPEAKE
 GW0876'AND OHIO RAILWAY STATION, 110 FEET EAST OF THE CENTER OF THE
 GW0876'CHESAPEAKE AND OHIO RAILWAY TRACKS, 45 FEET WEST OF THE CENTER OF
 GW0876'THE NORFOLK AND WESTERN RAILWAY TRACKS, 45 FEET SOUTH OF THE
 GW0876'CENTER OF A ROAD AND 12 FEET EAST OF A SIDING.  A STANDARD DISK
 GW0876'STAMPED B 18 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0273 ***********************************************************************
 GA0273  DESIGNATION -  B 185
 GA0273  PID         -  GA0273
 GA0273  STATE/COUNTY-  VA/SCOTT
 GA0273  USGS QUAD   -  BLOUNTVILLE (1978)
 GA0273
 GA0273                         *CURRENT SURVEY CONTROL
 GA0273  ___________________________________________________________________
 GA0273* NAD 83(1986)-  36 36 43.     (N)    082 20 46.     (W)     SCALED    
 GA0273* NAVD 88     -       491.813  (meters)    1613.56   (feet)  ADJUSTED  
 GA0273  ___________________________________________________________________
 GA0273  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA0273  DYNAMIC HT  -         491.364 (meters)    1612.08  (feet)  COMP
 GA0273  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 GA0273
 GA0273  VERT ORDER  -  SECOND    CLASS 0
 GA0273
 GA0273.The horizontal coordinates were scaled from a topographic map and have
 GA0273.an estimated accuracy of +/- 6 seconds.
 GA0273
 GA0273.The orthometric height was determined by differential leveling
 GA0273.and adjusted by the National Geodetic Survey in June 1991..
 GA0273
 GA0273.The geoid height was determined by GEOID03.
 GA0273
 GA0273.The dynamic height is computed by dividing the NAVD 88
 GA0273.geopotential number by the normal gravity value computed on the
 GA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0273.degrees latitude (g = 980.6199 gals.).
 GA0273
 GA0273.The modeled gravity was interpolated from observed gravity values.
 GA0273
 GA0273;                    North         East    Units  Estimated Accuracy
 GA0273;SPC VA S     - 1,037,930.    3,156,000.      MT  (+/- 180 meters Scaled)
 GA0273
 GA0273                          SUPERSEDED SURVEY CONTROL
 GA0273
 GA0273  NGVD 29 (??/??/92)  491.956  (m)         1614.03   (f) ADJ UNCH    2 0
 GA0273
 GA0273.Superseded values are not recommended for survey control.
 GA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0273.See file dsdata.txt to determine how the superseded data were derived.
 GA0273
 GA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA796526(NAD 83)
 GA0273_MARKER: DB = BENCH MARK DISK
 GA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0273_STAMPING: B 185 1935
 GA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0273+STABILITY: SURFACE MOTION
 GA0273
 GA0273  HISTORY     - Date     Condition        Report By
 GA0273  HISTORY     - 1935     MONUMENTED       CGS
 GA0273  HISTORY     - 1964     GOOD             TVA
 GA0273
 GA0273                          STATION DESCRIPTION
 GA0273
 GA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0273'4 MI N FROM MILL POINT.
 GA0273'IN SCOTT COUNTY, VIRGINIA, 1.5 MILES SOUTH ALONG A SULLIVAN
 GA0273'COUNTY ROAD FROM THE POST OFFICE AT MILL POINT, SULLIVAN COUNTY,
 GA0273'TENNESSEE, THENCE 2.5 MILES NORTH AND EAST ALONG SCOTT COUNTY
 GA0273'HIGHWAYS 695 AND 618, 0.3 MILE WEST OF THE JUNCTION OF SCOTT
 GA0273'COUNTY HIGHWAY 617, AT THE C.J. BAKER RESIDENCE, 40 FEET NORTH
 GA0273'OF THE NORTHWEST CORNER OF THE HOUSE, 15 FEET SOUTH OF THE
 GA0273'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GA0273'DISK, STAMPED B 185 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GA0273'NOTE-- 3.3 MILES NORTH OF HIGHWAY (NEW) 11 W BY MILL POINT.
 GA0273
 GA0273                          STATION RECOVERY (1964)
 GA0273
 GA0273'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1260 ***********************************************************************
 FZ1260  DESIGNATION -  B 186
 FZ1260  PID         -  FZ1260
 FZ1260  STATE/COUNTY-  VA/WASHINGTON
 FZ1260  USGS QUAD   -  DAMASCUS (1969)
 FZ1260
 FZ1260                         *CURRENT SURVEY CONTROL
 FZ1260  ___________________________________________________________________
 FZ1260* NAD 83(1986)-  36 41 43.     (N)    081 49 06.     (W)     SCALED    
 FZ1260* NAVD 88     -       635.840  (meters)    2086.09   (feet)  ADJUSTED  
 FZ1260  ___________________________________________________________________
 FZ1260  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1260  DYNAMIC HT  -         635.251 (meters)    2084.15  (feet)  COMP
 FZ1260  MODELED GRAV-     979,685.3   (mgal)                       NAVD 88
 FZ1260
 FZ1260  VERT ORDER  -  SECOND    CLASS 0
 FZ1260
 FZ1260.The horizontal coordinates were scaled from a topographic map and have
 FZ1260.an estimated accuracy of +/- 6 seconds.
 FZ1260
 FZ1260.The orthometric height was determined by differential leveling
 FZ1260.and adjusted by the National Geodetic Survey in June 1991..
 FZ1260
 FZ1260.The geoid height was determined by GEOID03.
 FZ1260
 FZ1260.The dynamic height is computed by dividing the NAVD 88
 FZ1260.geopotential number by the normal gravity value computed on the
 FZ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1260.degrees latitude (g = 980.6199 gals.).
 FZ1260
 FZ1260.The modeled gravity was interpolated from observed gravity values.
 FZ1260
 FZ1260;                    North         East    Units  Estimated Accuracy
 FZ1260;SPC VA S     - 1,045,380.    3,203,510.      MT  (+/- 180 meters Scaled)
 FZ1260
 FZ1260                          SUPERSEDED SURVEY CONTROL
 FZ1260
 FZ1260  NGVD 29 (??/??/92)  635.920  (m)         2086.35   (f) ADJ UNCH    2 0
 FZ1260
 FZ1260.Superseded values are not recommended for survey control.
 FZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1260.See file dsdata.txt to determine how the superseded data were derived.
 FZ1260
 FZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA268613(NAD 83)
 FZ1260_MARKER: DB = BENCH MARK DISK
 FZ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1260_STAMPING: B 186 1935
 FZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1260+STABILITY: SURFACE MOTION
 FZ1260
 FZ1260  HISTORY     - Date     Condition        Report By
 FZ1260  HISTORY     - 1935     MONUMENTED       CGS
 FZ1260
 FZ1260                          STATION DESCRIPTION
 FZ1260
 FZ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1260'6 MI NE FROM ALVARADO.
 FZ1260'6.0 MILES NORTHEAST ALONG STATE SECONDARY HIGHWAY 710 (BLUE SPRINGS
 FZ1260'ROAD) FROM THE POST OFFICE AT ALVARADO, WASHINGTON COUNTY, 0.4
 FZ1260'MILE NORTHEAST OF THE NORTHEAST JUNCTION OF STATE SECONDARY
 FZ1260'HIGHWAY 721, AT THE JUNCTION OF A PRIVATE ROAD LEADING TO THE
 FZ1260'PRESTON COPENHAVER RESIDENCE, 10 YARDS NORTHEAST OF THE CENTERLINE
 FZ1260'OF THE PRIVATE ROAD, 5 YARDS NORTHWEST OF THE CENTERLINE OF THE
 FZ1260'HIGHWAY, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FZ1260'STAMPED B 186 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0584 ***********************************************************************
 HW0584  DESIGNATION -  B 187
 HW0584  PID         -  HW0584
 HW0584  STATE/COUNTY-  VA/MADISON
 HW0584  USGS QUAD   -  ROCHELLE (1987)
 HW0584
 HW0584                         *CURRENT SURVEY CONTROL
 HW0584  ___________________________________________________________________
 HW0584* NAD 83(1986)-  38 18 56.     (N)    078 20 56.     (W)     SCALED    
 HW0584* NAVD 88     -       189.226  (meters)     620.82   (feet)  ADJUSTED  
 HW0584  ___________________________________________________________________
 HW0584  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0584  DYNAMIC HT  -         189.097 (meters)     620.40  (feet)  COMP
 HW0584  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HW0584
 HW0584  VERT ORDER  -  SECOND    CLASS 0
 HW0584
 HW0584.The horizontal coordinates were scaled from a topographic map and have
 HW0584.an estimated accuracy of +/- 6 seconds.
 HW0584
 HW0584.The orthometric height was determined by differential leveling
 HW0584.and adjusted by the National Geodetic Survey in June 1991..
 HW0584
 HW0584.The geoid height was determined by GEOID03.
 HW0584
 HW0584.The dynamic height is computed by dividing the NAVD 88
 HW0584.geopotential number by the normal gravity value computed on the
 HW0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0584.degrees latitude (g = 980.6199 gals.).
 HW0584
 HW0584.The modeled gravity was interpolated from observed gravity values.
 HW0584
 HW0584;                    North         East    Units  Estimated Accuracy
 HW0584;SPC VA N     - 2,072,040.    3,513,220.      MT  (+/- 180 meters Scaled)
 HW0584
 HW0584                          SUPERSEDED SURVEY CONTROL
 HW0584
 HW0584  NGVD 29 (??/??/92)  189.431  (m)          621.49   (f) ADJ UNCH    2 0
 HW0584
 HW0584.Superseded values are not recommended for survey control.
 HW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0584.See file dsdata.txt to determine how the superseded data were derived.
 HW0584
 HW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC317441(NAD 83)
 HW0584_MARKER: DB = BENCH MARK DISK
 HW0584_SETTING: 66 = SET IN ROCK OUTCROP
 HW0584_SP_SET: ROCK OUTCROP
 HW0584_STAMPING: B 187 1935
 HW0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0584+STABILITY: POSITION/ELEVATION WELL
 HW0584
 HW0584  HISTORY     - Date     Condition        Report By
 HW0584  HISTORY     - 1935     MONUMENTED       CGS
 HW0584
 HW0584                          STATION DESCRIPTION
 HW0584
 HW0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0584'3.5 MI SE FROM WOLFTOWN.
 HW0584'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 230 FROM THE POST
 HW0584'OFFICE AT WOLFTOWN, MADISON COUNTY, ABOUT 200 YARDS NORTH OF A
 HW0584'SMALL CREEK, ABOUT 100 YARDS SOUTH OF THE D. BECK HOUSE, 10 FEET
 HW0584'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A
 HW0584'ROCK OUTCROP.  A STANDARD DISK, STAMPED B 187 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1740 ***********************************************************************
 HW1740  DESIGNATION -  B 19
 HW1740  PID         -  HW1740
 HW1740  STATE/COUNTY-  VA/AUGUSTA
 HW1740  USGS QUAD   -  STAUNTON (1986)
 HW1740
 HW1740                         *CURRENT SURVEY CONTROL
 HW1740  ___________________________________________________________________
 HW1740* NAD 83(1986)-  38 10 11.     (N)    079 02 22.     (W)     SCALED    
 HW1740* NAVD 88     -       418.917  (meters)    1374.40   (feet)  ADJUSTED  
 HW1740  ___________________________________________________________________
 HW1740  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HW1740  DYNAMIC HT  -         418.601 (meters)    1373.36  (feet)  COMP
 HW1740  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 HW1740
 HW1740  VERT ORDER  -  FIRST     CLASS II
 HW1740
 HW1740.The horizontal coordinates were scaled from a topographic map and have
 HW1740.an estimated accuracy of +/- 6 seconds.
 HW1740
 HW1740.The orthometric height was determined by differential leveling
 HW1740.and adjusted by the National Geodetic Survey in June 1991..
 HW1740
 HW1740.The geoid height was determined by GEOID03.
 HW1740
 HW1740.The dynamic height is computed by dividing the NAVD 88
 HW1740.geopotential number by the normal gravity value computed on the
 HW1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1740.degrees latitude (g = 980.6199 gals.).
 HW1740
 HW1740.The modeled gravity was interpolated from observed gravity values.
 HW1740
 HW1740;                    North         East    Units  Estimated Accuracy
 HW1740;SPC VA N     - 2,055,980.    3,452,730.      MT  (+/- 180 meters Scaled)
 HW1740
 HW1740                          SUPERSEDED SURVEY CONTROL
 HW1740
 HW1740  NGVD 29 (??/??/92)  419.058  (m)         1374.86   (f) ADJ UNCH    1 2
 HW1740
 HW1740.Superseded values are not recommended for survey control.
 HW1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1740.See file dsdata.txt to determine how the superseded data were derived.
 HW1740
 HW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC717264(NAD 83)
 HW1740_MARKER: DB = BENCH MARK DISK
 HW1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1740_STAMPING: B 19 1929 1374.859
 HW1740_MARK LOGO: CGS   
 HW1740_PROJECTION: PROJECTING 18 CENTIMETERS
 HW1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1740+STABILITY: SURFACE MOTION
 HW1740
 HW1740  HISTORY     - Date     Condition        Report By
 HW1740  HISTORY     - 1929     MONUMENTED       CGS
 HW1740  HISTORY     - 1958     GOOD             NGS
 HW1740  HISTORY     - 1975     GOOD             NGS
 HW1740  HISTORY     - 1984     GOOD             NGS
 HW1740
 HW1740                          STATION DESCRIPTION
 HW1740
 HW1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1740'2.4 MI N FROM STAUNTON.
 HW1740'2.4 MILES NORTH ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW1740'STATION AT STAUNTON, 0.3 MILE NORTH OF THE CROSSING OF COUNTY
 HW1740'ROAD NO. 901, 109 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 HW1740'HIGHWAY 11, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET
 HW1740'SOUTHWEST OF THE EXTENDED CENTER LINE OF COUNTY ROAD NO. 793
 HW1740'LEADING NORTHWEST, 11 1/2 FEET WEST OF POWER LINE POLE NO.
 HW1740'C-38, 8 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 10 FEET BELOW
 HW1740'THE LEVEL OF THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE
 HW1740'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 HW1740'ABOVE THE GROUND.
 HW1740
 HW1740                          STATION RECOVERY (1975)
 HW1740
 HW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW1740'RECOVERED IN GOOD CONDITION.
 HW1740
 HW1740                          STATION RECOVERY (1984)
 HW1740
 HW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1740'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, 3.0 KM
 HW1740'(1.95 MI) NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF U.S.
 HW1740'HIGHWAY 250 IN STAUNTON TO THE MARK ON THE RIGHT, IN A PASTURE FIELD,
 HW1740'(ACROSS RAILROAD), 33.2 METERS (109.0 FT) SOUTHEAST OF THE CENTERLINE
 HW1740'OF THE HIGHWAY, 14.6 METERS (48.0 FT) SOUTHEAST OF THE EAST RAIL OF
 HW1740'THE RAILROAD, 2.9 METERS (9.7 FT) NORTHWEST OF POWER POLE BC42,
 HW1740'2.8 METERS (9.5 FT) SOUTHWEST OF A FENCE CORNER.
 HW1740'THE MARK IS 2.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3178 ***********************************************************************
 FX3178  DESIGNATION -  B 1969
 FX3178  PID         -  FX3178
 FX3178  STATE/COUNTY-  VA/C OF NORFOLK
 FX3178  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3178
 FX3178                         *CURRENT SURVEY CONTROL
 FX3178  ___________________________________________________________________
 FX3178* NAD 83(1993)-  36 56 23.73432(N)    076 17 11.10405(W)     ADJUSTED  
 FX3178* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3178  ___________________________________________________________________
 FX3178  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FX3178  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 FX3178
 FX3178  HORZ ORDER  -  THIRD
 FX3178
 FX3178.The horizontal coordinates were established by classical geodetic methods
 FX3178.and adjusted by the National Geodetic Survey in September 1995..
 FX3178
 FX3178.The orthometric height was scaled from a topographic map.
 FX3178
 FX3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3178
 FX3178.The geoid height was determined by GEOID03.
 FX3178
 FX3178;                    North         East     Units Scale Factor Converg.
 FX3178;SPC VA S     - 1,069,627.888 3,697,166.174   MT  0.99997307   +1 20 36.5
 FX3178;SPC VA S     - 3,509,270.83 12,129,786.02   sFT  0.99997307   +1 20 36.5
 FX3178;UTM  18      - 4,088,981.145   385,446.922   MT  0.99976166   -0 46 23.5
 FX3178
 FX3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3178!SPC VA S     -   1.00000521  x   0.99997307  =   0.99997828
 FX3178!UTM  18      -   1.00000521  x   0.99976166  =   0.99976687
 FX3178
 FX3178:                Primary Azimuth Mark                     Grid Az
 FX3178:SPC VA S     -  A 1969 AZ MK                             056 17 56.0
 FX3178:UTM  18      -  A 1969 AZ MK                             058 24 56.0
 FX3178
 FX3178|---------------------------------------------------------------------|
 FX3178| PID    Reference Object                     Distance      Geod. Az  |
 FX3178|                                                           dddmmss.s |
 FX3178| FX3169 A 1969 AZ MK                        APPROX. 0.6 KM 0573832.5 |
 FX3178|---------------------------------------------------------------------|
 FX3178
 FX3178                          SUPERSEDED SURVEY CONTROL
 FX3178
 FX3178  NAD 83(1986)-  36 56 23.73982(N)    076 17 11.14023(W) AD(       ) 3
 FX3178  NAD 27      -  36 56 23.20402(N)    076 17 12.35456(W) AD(       ) 3
 FX3178
 FX3178.Superseded values are not recommended for survey control.
 FX3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3178.See file dsdata.txt to determine how the superseded data were derived.
 FX3178
 FX3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8544788981(NAD 83)
 FX3178_MARKER: DS = TRIANGULATION STATION DISK
 FX3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3178+STABILITY: SURFACE MOTION
 FX3178
 FX3178  HISTORY     - Date     Condition        Report By
 FX3178  HISTORY     - 1969     MONUMENTED       CGS
 FX3178
 FX3178                          STATION DESCRIPTION
 FX3178
 FX3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FX3178'STATION IS LOCATED AT THE NORFOLK NAVAL AIR STATION IN A
 FX3178'TRIANGULAR SHAPED PLOT FORMED BY TAXI STRIPS, 90 FEET NORTH OF
 FX3178'LARGE WOODEN WINDSOCK, 265 FEET EAST OF ANEMOMETER (UMQ-5)
 FX3178'AND 1.0 FOOT SOUTHWEST OF STEEL WITNESS POST.  THE MARK IS
 FX3178'A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT, FLUSH WITH
 FX3178'THE GROUND AND THE DISK IS STAMPED B 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0047 ***********************************************************************
 GA0047  DESIGNATION -  B 20
 GA0047  PID         -  GA0047
 GA0047  STATE/COUNTY-  VA/RUSSELL
 GA0047  USGS QUAD   -  LEBANON (1991)
 GA0047
 GA0047                         *CURRENT SURVEY CONTROL
 GA0047  ___________________________________________________________________
 GA0047* NAD 83(1986)-  36 57 35.     (N)    082 07 10.     (W)     SCALED    
 GA0047* NAVD 88     -       473.918  (meters)    1554.85   (feet)  ADJUSTED  
 GA0047  ___________________________________________________________________
 GA0047  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA0047  DYNAMIC HT  -         473.502 (meters)    1553.48  (feet)  COMP
 GA0047  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 GA0047
 GA0047  VERT ORDER  -  SECOND    CLASS 0
 GA0047
 GA0047.The horizontal coordinates were scaled from a topographic map and have
 GA0047.an estimated accuracy of +/- 6 seconds.
 GA0047
 GA0047.The orthometric height was determined by differential leveling
 GA0047.and adjusted by the National Geodetic Survey in June 1991..
 GA0047
 GA0047.The geoid height was determined by GEOID03.
 GA0047
 GA0047.The dynamic height is computed by dividing the NAVD 88
 GA0047.geopotential number by the normal gravity value computed on the
 GA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0047.degrees latitude (g = 980.6199 gals.).
 GA0047
 GA0047.The modeled gravity was interpolated from observed gravity values.
 GA0047
 GA0047;                    North         East    Units  Estimated Accuracy
 GA0047;SPC VA S     - 1,075,690.    3,177,750.      MT  (+/- 180 meters Scaled)
 GA0047
 GA0047                          SUPERSEDED SURVEY CONTROL
 GA0047
 GA0047  NGVD 29 (??/??/92)  474.075  (m)         1555.36   (f) ADJ UNCH    2 0
 GA0047
 GA0047.Superseded values are not recommended for survey control.
 GA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0047.See file dsdata.txt to determine how the superseded data were derived.
 GA0047
 GA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA003909(NAD 83)
 GA0047_MARKER: DD = SURVEY DISK
 GA0047_SETTING: 66 = SET IN ROCK OUTCROP
 GA0047_SP_SET: BEDROCK
 GA0047_STAMPING: 1555 B 20 1912
 GA0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0047+STABILITY: POSITION/ELEVATION WELL
 GA0047
 GA0047  HISTORY     - Date     Condition        Report By
 GA0047  HISTORY     - 1912     MONUMENTED       USGS
 GA0047  HISTORY     - 1934     GOOD             NGS
 GA0047
 GA0047                          STATION DESCRIPTION
 GA0047
 GA0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0047'0.3 MI W FROM ARTRIP.
 GA0047'0.3 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM ARTRIP,
 GA0047'RUSSELL COUNTY, 2.6 MILES EAST OF CLEVELAND, 128.7 FEET EAST OF
 GA0047'MILEPOST 429, AT VALUATION STATION 3315+37, 51 FEET EAST OF
 GA0047'SEMAPHORE C 4289, IN THE TOP OF BEDROCK, AND 10 FEET SOUTH OF
 GA0047'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GA0047'STAMPED 1555 B 20 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1379 ***********************************************************************
 HW1379  DESIGNATION -  B 20
 HW1379  PID         -  HW1379
 HW1379  STATE/COUNTY-  VA/SHENANDOAH
 HW1379  USGS QUAD   -  NEW MARKET (1994)
 HW1379
 HW1379                         *CURRENT SURVEY CONTROL
 HW1379  ___________________________________________________________________
 HW1379* NAD 83(1986)-  38 44 38.     (N)    078 38 45.     (W)     SCALED    
 HW1379* NAVD 88     -       279.410  (meters)     916.70   (feet)  ADJUSTED  
 HW1379  ___________________________________________________________________
 HW1379  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HW1379  DYNAMIC HT  -         279.220 (meters)     916.07  (feet)  COMP
 HW1379  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HW1379
 HW1379  VERT ORDER  -  FIRST     CLASS II
 HW1379
 HW1379.The horizontal coordinates were scaled from a topographic map and have
 HW1379.an estimated accuracy of +/- 6 seconds.
 HW1379
 HW1379.The orthometric height was determined by differential leveling
 HW1379.and adjusted by the National Geodetic Survey in June 1991..
 HW1379
 HW1379.The geoid height was determined by GEOID03.
 HW1379
 HW1379.The dynamic height is computed by dividing the NAVD 88
 HW1379.geopotential number by the normal gravity value computed on the
 HW1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1379.degrees latitude (g = 980.6199 gals.).
 HW1379
 HW1379.The modeled gravity was interpolated from observed gravity values.
 HW1379
 HW1379;                    North         East    Units  Estimated Accuracy
 HW1379;SPC VA N     - 2,119,580.    3,487,320.      MT  (+/- 180 meters Scaled)
 HW1379
 HW1379                          SUPERSEDED SURVEY CONTROL
 HW1379
 HW1379  NGVD 29 (??/??/92)  279.565  (m)          917.21   (f) ADJ UNCH    1 2
 HW1379
 HW1379.Superseded values are not recommended for survey control.
 HW1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1379.See file dsdata.txt to determine how the superseded data were derived.
 HW1379
 HW1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC045909(NAD 83)
 HW1379_MARKER: DB = BENCH MARK DISK
 HW1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1379_SP_SET: BRIDGE
 HW1379_STAMPING: B 20 1929 917.206
 HW1379_MARK LOGO: CGS   
 HW1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1379+STABILITY: POSITION/ELEVATION WELL
 HW1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1379+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 HW1379
 HW1379  HISTORY     - Date     Condition        Report By
 HW1379  HISTORY     - 1929     MONUMENTED       CGS
 HW1379  HISTORY     - 1958     GOOD             NGS
 HW1379  HISTORY     - 1983     GOOD             NGS
 HW1379  HISTORY     - 20060624 GOOD             GEOCAC
 HW1379
 HW1379                          STATION DESCRIPTION
 HW1379
 HW1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1379'0.3 MI S FROM MT JACKSON.
 HW1379'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 HW1379'MT. JACKSON, ON TOP OF THE NORTH CORNER OF THE NORTHEAST
 HW1379'ABUTMENT OF THE LARGE BRIDGE OVER MILL CREEK, 3.8 FEET NORTHWEST
 HW1379'OF THE NORTHWEST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 HW1379
 HW1379                          STATION RECOVERY (1983)
 HW1379
 HW1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1379'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MT JACKSON,
 HW1379'AT THE RAILROAD BRIDGE OVER MILL CREEK, IN THE NORTHWEST ABUTMENT OF
 HW1379'THE BRIDGE, 1.0 METER (3.5 FT) NORTHWEST OF THE NORTHWEST RAIL.
 HW1379'THE MARK IS 0.30 M BELOW RAILROAD.
 HW1379
 HW1379                          STATION RECOVERY (2006)
 HW1379
 HW1379'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 HW1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0052 ***********************************************************************
 GA0052  DESIGNATION -  B 21
 GA0052  PID         -  GA0052
 GA0052  STATE/COUNTY-  VA/RUSSELL
 GA0052  USGS QUAD   -  CARBO (1978)
 GA0052
 GA0052                         *CURRENT SURVEY CONTROL
 GA0052  ___________________________________________________________________
 GA0052* NAD 83(1986)-  36 56 35.     (N)    082 09 17.     (W)     SCALED    
 GA0052* NAVD 88     -       464.033  (meters)    1522.41   (feet)  ADJUSTED  
 GA0052  ___________________________________________________________________
 GA0052  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GA0052  DYNAMIC HT  -         463.626 (meters)    1521.08  (feet)  COMP
 GA0052  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 GA0052
 GA0052  VERT ORDER  -  SECOND    CLASS 0
 GA0052
 GA0052.The horizontal coordinates were scaled from a topographic map and have
 GA0052.an estimated accuracy of +/- 6 seconds.
 GA0052
 GA0052.The orthometric height was determined by differential leveling
 GA0052.and adjusted by the National Geodetic Survey in June 1991..
 GA0052
 GA0052.The geoid height was determined by GEOID03.
 GA0052
 GA0052.The dynamic height is computed by dividing the NAVD 88
 GA0052.geopotential number by the normal gravity value computed on the
 GA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0052.degrees latitude (g = 980.6199 gals.).
 GA0052
 GA0052.The modeled gravity was interpolated from observed gravity values.
 GA0052
 GA0052;                    North         East    Units  Estimated Accuracy
 GA0052;SPC VA S     - 1,073,960.    3,174,540.      MT  (+/- 180 meters Scaled)
 GA0052
 GA0052                          SUPERSEDED SURVEY CONTROL
 GA0052
 GA0052  NGVD 29 (??/??/92)  464.186  (m)         1522.92   (f) ADJ UNCH    2 0
 GA0052
 GA0052.Superseded values are not recommended for survey control.
 GA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0052.See file dsdata.txt to determine how the superseded data were derived.
 GA0052
 GA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA971891(NAD 83)
 GA0052_MARKER: DD = SURVEY DISK
 GA0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0052_SP_SET: BRIDGE
 GA0052_STAMPING: 1523 B 21 1912
 GA0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0052
 GA0052  HISTORY     - Date     Condition        Report By
 GA0052  HISTORY     - 1912     MONUMENTED       USGS
 GA0052  HISTORY     - 1935     GOOD             NGS
 GA0052
 GA0052                          STATION DESCRIPTION
 GA0052
 GA0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0052'AT CLEVELAND.
 GA0052'AT CLEVELAND, RUSSELL COUNTY, ON STATE HIGHWAY 82, AT THE BRIDGE
 GA0052'OVER CLINCH RIVER, AND IN THE TOP OF THE SOUTH END OF THE EAST
 GA0052'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GA0052'STAMPED 1523 B 21 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0181 ***********************************************************************
 JW0181  DESIGNATION -  B 21
 JW0181  PID         -  JW0181
 JW0181  STATE/COUNTY-  VA/FREDERICK
 JW0181  USGS QUAD   -  STEPHENSON (1987)
 JW0181
 JW0181                         *CURRENT SURVEY CONTROL
 JW0181  ___________________________________________________________________
 JW0181* NAD 83(1986)-  39 13 27.     (N)    078 07 01.     (W)     SCALED    
 JW0181* NAVD 88     -       193.988  (meters)     636.44   (feet)  ADJUSTED  
 JW0181  ___________________________________________________________________
 JW0181  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JW0181  DYNAMIC HT  -         193.866 (meters)     636.04  (feet)  COMP
 JW0181  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JW0181
 JW0181  VERT ORDER  -  FIRST     CLASS II
 JW0181
 JW0181.The horizontal coordinates were scaled from a topographic map and have
 JW0181.an estimated accuracy of +/- 6 seconds.
 JW0181
 JW0181.The orthometric height was determined by differential leveling
 JW0181.and adjusted by the National Geodetic Survey in June 1991..
 JW0181.WARNING-Repeat measurements at this control monument indicate possible
 JW0181.vertical movement.
 JW0181
 JW0181.The geoid height was determined by GEOID03.
 JW0181
 JW0181.The dynamic height is computed by dividing the NAVD 88
 JW0181.geopotential number by the normal gravity value computed on the
 JW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0181.degrees latitude (g = 980.6199 gals.).
 JW0181
 JW0181.The modeled gravity was interpolated from observed gravity values.
 JW0181
 JW0181;                    North         East    Units  Estimated Accuracy
 JW0181;SPC VA N     - 2,172,960.    3,533,080.      MT  (+/- 180 meters Scaled)
 JW0181
 JW0181                          SUPERSEDED SURVEY CONTROL
 JW0181
 JW0181  NGVD 29 (??/??/92)  194.147  (m)          636.96   (f) ADJ UNCH    1 2
 JW0181
 JW0181.Superseded values are not recommended for survey control.
 JW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0181.See file dsdata.txt to determine how the superseded data were derived.
 JW0181
 JW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD488456(NAD 83)
 JW0181_MARKER: DB = BENCH MARK DISK
 JW0181_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW0181_STAMPING: 636.964 B 21 1929
 JW0181_MARK LOGO: CGS   
 JW0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0181
 JW0181  HISTORY     - Date     Condition        Report By
 JW0181  HISTORY     - 1929     MONUMENTED       CGS
 JW0181  HISTORY     - 1957     GOOD             NGS
 JW0181  HISTORY     - 1983     GOOD             NGS
 JW0181  HISTORY     - 19980228 GOOD             USPSQD
 JW0181  HISTORY     - 20050626 GOOD             GEOCAC
 JW0181
 JW0181                          STATION DESCRIPTION
 JW0181
 JW0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0181'1 MI SE FROM STEPHENSON.
 JW0181'ORIGINAL DESCRIPTION-- 1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND
 JW0181'OHIO RAILROAD FROM THE STATION AT STEPHENSON, FREDERICK COUNTY,
 JW0181'AT BRIDGE 39 OVER A ROAD, IN THE TOP OF THE NORTHEAST BRIDGE SEAT,
 JW0181'6-1/2 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 8 FEET
 JW0181'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE
 JW0181'RAIL.  A STANDARD DISK, STAMPED 636.964 B 21 1929.
 JW0181
 JW0181                          STATION RECOVERY (1983)
 JW0181
 JW0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0181'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.8 KM (0.5 MI)
 JW0181'SOUTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF COUNTY ROAD 761 IN
 JW0181'STEPHENSON, THENCE 0.6 KM (0.4 MI) EAST ALONG COUNTY ROAD 663 TO THE
 JW0181'MARK ON THE LEFT, IN THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE
 JW0181'OVER COUNTY ROAD 663, 1.9 METERS (6.5 FT) NORTHWEST OF THE CENTER OF
 JW0181'THE TRACKS.
 JW0181'THE MARK IS 0.60 M BELOW RAILROAD.
 JW0181
 JW0181                          STATION RECOVERY (1998)
 JW0181
 JW0181'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0181'RECOVERED IN GOOD CONDITION.
 JW0181
 JW0181                          STATION RECOVERY (2005)
 JW0181
 JW0181'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0181'FOUND AS DESCRIBED.  MARK IS JUST PAST THE END OF THE TIES, AND WAS
 JW0181'UNDER GRAVEL EASILY CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0169 ***********************************************************************
 GA0169  DESIGNATION -  B 217
 GA0169  PID         -  GA0169
 GA0169  STATE/COUNTY-  VA/WASHINGTON
 GA0169  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0169
 GA0169                         *CURRENT SURVEY CONTROL
 GA0169  ___________________________________________________________________
 GA0169* NAD 83(1986)-  36 36 49.     (N)    082 02 32.     (W)     SCALED    
 GA0169* NAVD 88     -       545.321  (meters)    1789.11   (feet)  ADJUSTED  
 GA0169  ___________________________________________________________________
 GA0169  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0169  DYNAMIC HT  -         544.819 (meters)    1787.46  (feet)  COMP
 GA0169  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA0169
 GA0169  VERT ORDER  -  SECOND    CLASS 0
 GA0169
 GA0169.The horizontal coordinates were scaled from a topographic map and have
 GA0169.an estimated accuracy of +/- 6 seconds.
 GA0169
 GA0169.The orthometric height was determined by differential leveling
 GA0169.and adjusted by the National Geodetic Survey in June 1991..
 GA0169
 GA0169.The geoid height was determined by GEOID03.
 GA0169
 GA0169.The dynamic height is computed by dividing the NAVD 88
 GA0169.geopotential number by the normal gravity value computed on the
 GA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0169.degrees latitude (g = 980.6199 gals.).
 GA0169
 GA0169.The modeled gravity was interpolated from observed gravity values.
 GA0169
 GA0169;                    North         East    Units  Estimated Accuracy
 GA0169;SPC VA S     - 1,037,050.    3,183,180.      MT  (+/- 180 meters Scaled)
 GA0169
 GA0169                          SUPERSEDED SURVEY CONTROL
 GA0169
 GA0169  NGVD 29 (??/??/92)  545.426  (m)         1789.45   (f) ADJ UNCH    2 0
 GA0169
 GA0169.Superseded values are not recommended for survey control.
 GA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0169.See file dsdata.txt to determine how the superseded data were derived.
 GA0169
 GA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA067525(NAD 83)
 GA0169_MARKER: DB = BENCH MARK DISK
 GA0169_SETTING: 66 = SET IN ROCK OUTCROP
 GA0169_SP_SET: ROCK OUTCROP
 GA0169_STAMPING: B 217 1935
 GA0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0169+STABILITY: POSITION/ELEVATION WELL
 GA0169
 GA0169  HISTORY     - Date     Condition        Report By
 GA0169  HISTORY     - 1935     MONUMENTED       CGS
 GA0169  HISTORY     - 1960     MARK NOT FOUND   TVA
 GA0169
 GA0169                          STATION DESCRIPTION
 GA0169
 GA0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0169'1 MI NW FROM WOOD MILL.
 GA0169'1.0 MILE NORTHWEST ALONG STATE SECONDARY HIGHWAY 663 FROM WOOD
 GA0169'MILL, WASHINGTON COUNTY, AT THE LEE SMELTZER RESIDENCE, 60 YARDS
 GA0169'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 27.9 FEET
 GA0169'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN, 20.7 FEET WEST OF
 GA0169'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND
 GA0169'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 217
 GA0169'1935.
 GA0169
 GA0169                          STATION RECOVERY (1960)
 GA0169
 GA0169'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1960
 GA0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1196 ***********************************************************************
 GA1196  DESIGNATION -  B 22
 GA1196  PID         -  GA1196
 GA1196  STATE/COUNTY-  VA/WISE
 GA1196  USGS QUAD   -  APPALACHIA (1991)
 GA1196
 GA1196                         *CURRENT SURVEY CONTROL
 GA1196  ___________________________________________________________________
 GA1196* NAD 83(1986)-  36 52 43.     (N)    082 45 33.     (W)     SCALED    
 GA1196* NAVD 88     -       474.056  (meters)    1555.30   (feet)  ADJUSTED  
 GA1196  ___________________________________________________________________
 GA1196  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1196  DYNAMIC HT  -         473.643 (meters)    1553.94  (feet)  COMP
 GA1196  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 GA1196
 GA1196  VERT ORDER  -  FIRST     CLASS I
 GA1196
 GA1196.The horizontal coordinates were scaled from a topographic map and have
 GA1196.an estimated accuracy of +/- 6 seconds.
 GA1196
 GA1196.The orthometric height was determined by differential leveling
 GA1196.and adjusted by the National Geodetic Survey in June 1991..
 GA1196
 GA1196.The geoid height was determined by GEOID03.
 GA1196
 GA1196.The dynamic height is computed by dividing the NAVD 88
 GA1196.geopotential number by the normal gravity value computed on the
 GA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1196.degrees latitude (g = 980.6199 gals.).
 GA1196
 GA1196.The modeled gravity was interpolated from observed gravity values.
 GA1196
 GA1196;                    North         East    Units  Estimated Accuracy
 GA1196;SPC VA S     - 1,069,080.    3,120,420.      MT  (+/- 180 meters Scaled)
 GA1196
 GA1196                          SUPERSEDED SURVEY CONTROL
 GA1196
 GA1196  NGVD 29 (??/??/92)  474.200  (m)         1555.77   (f) ADJ UNCH    1 1
 GA1196
 GA1196.Superseded values are not recommended for survey control.
 GA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1196.See file dsdata.txt to determine how the superseded data were derived.
 GA1196
 GA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA432828(NAD 83)
 GA1196_MARKER: DB = BENCH MARK DISK
 GA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1196_STAMPING: B 22 1930 1555.929
 GA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1196+STABILITY: SURFACE MOTION
 GA1196
 GA1196  HISTORY     - Date     Condition        Report By
 GA1196  HISTORY     - 1930     MONUMENTED       CGS
 GA1196  HISTORY     - 1967     GOOD             NGS
 GA1196
 GA1196                          STATION DESCRIPTION
 GA1196
 GA1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1196'AT BIG STONE GAP.
 GA1196'AT BIG STONE GAP, 106 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GA1196'SOUTHERN RAILWAY COMPANY RAILROAD STATION, OR ABOUT 1.7 MILES
 GA1196'NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1196'ELEMENTARY SCHOOL AT EAST STONE GAP, 66 FEET SOUTH OF THE SOUTH
 GA1196'RAIL OF THE MAIN TRACK, 128 FEET SOUTHEAST AND ACROSS THE TRACK
 GA1196'FROM MILEPOST 4, 13 1/2 FEET SOUTH OF THE SOUTH RAIL OF A
 GA1196'SIDETRACK, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 GA1196'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GA1196'POST ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3327 ***********************************************************************
 HV3327  DESIGNATION -  B 221
 HV3327  PID         -  HV3327
 HV3327  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3327  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3327
 HV3327                         *CURRENT SURVEY CONTROL
 HV3327  ___________________________________________________________________
 HV3327* NAD 83(1986)-  38 16 52.     (N)    077 38 41.     (W)     SCALED    
 HV3327* NAVD 88     -        78.151  (meters)     256.40   (feet)  ADJUSTED  
 HV3327  ___________________________________________________________________
 HV3327  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3327  DYNAMIC HT  -          78.101 (meters)     256.24  (feet)  COMP
 HV3327  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 HV3327
 HV3327  VERT ORDER  -  SECOND    CLASS 0
 HV3327
 HV3327.The horizontal coordinates were scaled from a topographic map and have
 HV3327.an estimated accuracy of +/- 6 seconds.
 HV3327
 HV3327.The orthometric height was determined by differential leveling
 HV3327.and adjusted by the National Geodetic Survey in June 1991..
 HV3327
 HV3327.The geoid height was determined by GEOID03.
 HV3327
 HV3327.The dynamic height is computed by dividing the NAVD 88
 HV3327.geopotential number by the normal gravity value computed on the
 HV3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3327.degrees latitude (g = 980.6199 gals.).
 HV3327
 HV3327.The modeled gravity was interpolated from observed gravity values.
 HV3327
 HV3327;                    North         East    Units  Estimated Accuracy
 HV3327;SPC VA N     - 2,068,550.    3,574,830.      MT  (+/- 180 meters Scaled)
 HV3327
 HV3327                          SUPERSEDED SURVEY CONTROL
 HV3327
 HV3327  NGVD 29 (??/??/??)   78.438  (m)          257.34   (f) ADJUSTED    2 0
 HV3327
 HV3327.Superseded values are not recommended for survey control.
 HV3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3327.See file dsdata.txt to determine how the superseded data were derived.
 HV3327
 HV3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH686403(NAD 83)
 HV3327_MARKER: DB = BENCH MARK DISK
 HV3327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3327_SP_SET: CONCRETE ABUTMENT
 HV3327_STAMPING: B 221 1938
 HV3327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3327
 HV3327  HISTORY     - Date     Condition        Report By
 HV3327  HISTORY     - 1938     MONUMENTED       CGS
 HV3327  HISTORY     - 1941     GOOD             CGS
 HV3327  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3327  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3327  HISTORY     - 19990407 MARK NOT FOUND   USPSQD
 HV3327
 HV3327                          STATION DESCRIPTION
 HV3327
 HV3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3327'11 MI W FROM FREDERICKSBURG.
 HV3327'ABOUT 11 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3327'FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT SCOTTS RUN, ABOUT 65
 HV3327'FEET EAST OF MILEPOST 11, ABOUT 325 FEET EAST OF A ROAD
 HV3327'CROSSING, AT A BRIDGE, IN THE TOP OF THE WEST CONCRETE ABUTMENT,
 HV3327'AND 6 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HV3327'DISK, STAMPED B 221 1938.
 HV3327
 HV3327                          STATION RECOVERY (1941)
 HV3327
 HV3327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3327'RECOVERED IN GOOD CONDITION.
 HV3327
 HV3327                          STATION RECOVERY (1984)
 HV3327
 HV3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3327'NOT RECOVERED, THE RAILROAD BRIDGE NO LONGER CROSSES AT THIS LOCATION,
 HV3327'PART OF THE BRIDGE FOUNDATION IS STILL IN PLACE ON THE EAST SIDE, MARK
 HV3327'SHOULD BE CONSIDERED DESTROYED.
 HV3327
 HV3327                          STATION RECOVERY (1998)
 HV3327
 HV3327'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3327'MARK NOT FOUND.
 HV3327
 HV3327                          STATION RECOVERY (1999)
 HV3327
 HV3327'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3955 ***********************************************************************
 HV3955  DESIGNATION -  B 224
 HV3955  PID         -  HV3955
 HV3955  STATE/COUNTY-  VA/FAUQUIER
 HV3955  USGS QUAD   -  CATLETT (1978)
 HV3955
 HV3955                         *CURRENT SURVEY CONTROL
 HV3955  ___________________________________________________________________
 HV3955* NAD 83(1986)-  38 38 02.     (N)    077 43 15.     (W)     SCALED    
 HV3955* NAVD 88     -       117.739  (meters)     386.28   (feet)  ADJUSTED  
 HV3955  ___________________________________________________________________
 HV3955  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3955  DYNAMIC HT  -         117.671 (meters)     386.06  (feet)  COMP
 HV3955  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 HV3955
 HV3955  VERT ORDER  -  SECOND    CLASS 0
 HV3955
 HV3955.The horizontal coordinates were scaled from a topographic map and have
 HV3955.an estimated accuracy of +/- 6 seconds.
 HV3955
 HV3955.The orthometric height was determined by differential leveling
 HV3955.and adjusted by the National Geodetic Survey in June 1991..
 HV3955
 HV3955.The geoid height was determined by GEOID03.
 HV3955
 HV3955.The dynamic height is computed by dividing the NAVD 88
 HV3955.geopotential number by the normal gravity value computed on the
 HV3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3955.degrees latitude (g = 980.6199 gals.).
 HV3955
 HV3955.The modeled gravity was interpolated from observed gravity values.
 HV3955
 HV3955;                    North         East    Units  Estimated Accuracy
 HV3955;SPC VA N     - 2,107,650.    3,567,840.      MT  (+/- 180 meters Scaled)
 HV3955
 HV3955                          SUPERSEDED SURVEY CONTROL
 HV3955
 HV3955  NGVD 29 (??/??/??)  117.977  (m)          387.06   (f) ADJUSTED    2 0
 HV3955
 HV3955.Superseded values are not recommended for survey control.
 HV3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3955.See file dsdata.txt to determine how the superseded data were derived.
 HV3955
 HV3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH631796(NAD 83)
 HV3955_MARKER: DB = BENCH MARK DISK
 HV3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3955_STAMPING: B-224 1941
 HV3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3955+STABILITY: SURFACE MOTION
 HV3955
 HV3955  HISTORY     - Date     Condition        Report By
 HV3955  HISTORY     - 1941     MONUMENTED       CGS
 HV3955
 HV3955                          STATION DESCRIPTION
 HV3955
 HV3955'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3955'3.6 MI W FROM CALVERTON.
 HV3955'3.6 MILES WEST ALONG 643 FROM THE STATION AT CALVERTON, AT THE
 HV3955'INTERSECTION OF 643 AND 602, SET IN POINT FORMED BY THE JUNCTION
 HV3955'OF THE ROADS, 16 FEET NORTH-EAST OF NORTH-EAST EDGE OF 643, 8 FEET
 HV3955'WEST OF WEST EDGE OF 602, 7 FEET SOUTH-WEST OF 8-INCH PINE TREE WITH
 HV3955'TRIANGULAR BLAZE, 32 FEET SOUTH-EAST OF 24-INCH OAK TREE WITH
 HV3955'TRIANGULAR BLAZE, 1 FOOT WEST OF A WHITE MARKER POST STENCILED
 HV3955'U.S.B.M.  A STANDARD DISK STAMPED B-224 1941 AND SET IN TOP
 HV3955'OF PRE-CAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0163 ***********************************************************************
 HW0163  DESIGNATION -  B 226
 HW0163  PID         -  HW0163
 HW0163  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0163  USGS QUAD   -  MASSIES CORNER (1994)
 HW0163
 HW0163                         *CURRENT SURVEY CONTROL
 HW0163  ___________________________________________________________________
 HW0163* NAD 83(1986)-  38 44 28.     (N)    078 02 14.     (W)     SCALED    
 HW0163* NAVD 88     -       171.691  (meters)     563.29   (feet)  ADJUSTED  
 HW0163  ___________________________________________________________________
 HW0163  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HW0163  DYNAMIC HT  -         171.582 (meters)     562.93  (feet)  COMP
 HW0163  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 HW0163
 HW0163  VERT ORDER  -  SECOND    CLASS 0
 HW0163
 HW0163.The horizontal coordinates were scaled from a topographic map and have
 HW0163.an estimated accuracy of +/- 6 seconds.
 HW0163
 HW0163.The orthometric height was determined by differential leveling
 HW0163.and adjusted by the National Geodetic Survey in June 1991..
 HW0163
 HW0163.The geoid height was determined by GEOID03.
 HW0163
 HW0163.The dynamic height is computed by dividing the NAVD 88
 HW0163.geopotential number by the normal gravity value computed on the
 HW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0163.degrees latitude (g = 980.6199 gals.).
 HW0163
 HW0163.The modeled gravity was interpolated from observed gravity values.
 HW0163
 HW0163;                    North         East    Units  Estimated Accuracy
 HW0163;SPC VA N     - 2,119,360.    3,540,230.      MT  (+/- 180 meters Scaled)
 HW0163
 HW0163                          SUPERSEDED SURVEY CONTROL
 HW0163
 HW0163  NGVD 29 (??/??/92)  171.893  (m)          563.95   (f) ADJ UNCH    2 0
 HW0163
 HW0163.Superseded values are not recommended for survey control.
 HW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0163.See file dsdata.txt to determine how the superseded data were derived.
 HW0163
 HW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC575922(NAD 83)
 HW0163_MARKER: DB = BENCH MARK DISK
 HW0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0163_STAMPING: B 226 1941
 HW0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0163+STABILITY: SURFACE MOTION
 HW0163
 HW0163  HISTORY     - Date     Condition        Report By
 HW0163  HISTORY     - 1941     MONUMENTED       CGS
 HW0163  HISTORY     - 1983     GOOD             NGS
 HW0163
 HW0163                          STATION DESCRIPTION
 HW0163
 HW0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0163'0.2 MI NW FROM BEN VENUE.
 HW0163'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 242 FROM THE
 HW0163'CROSSING OF U.S. HIGHWAY 211 AT BEN VENUE, RAPPAHANNOCK COUNTY,
 HW0163'THENCE ABOUT 2 MILES EAST ALONG A WAGON ROAD, AND THENCE ABOUT
 HW0163'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 637, 19.6 FEET NORTH OF
 HW0163'THE NORTH GATEPOST OF AN OLD ROAD, 13 FEET NORTH OF A
 HW0163'TRIANGULAR-BLAZED 3-FOOT OAK TREE, 7 FEET EAST OF A
 HW0163'TRIANGULAR-BLAZED 2-FOOT TWIN-OAK TREE, 18 FEET WEST OF THE
 HW0163'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF A WHITE WOODEN
 HW0163'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B 226 1941
 HW0163'AND SET IN THE TOP OF A CONCRETE POST.
 HW0163
 HW0163                          STATION RECOVERY (1983)
 HW0163
 HW0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0176 ***********************************************************************
 HW0176  DESIGNATION -  B 227
 HW0176  PID         -  HW0176
 HW0176  STATE/COUNTY-  VA/CULPEPER
 HW0176  USGS QUAD   -  CASTLETON (1994)
 HW0176
 HW0176                         *CURRENT SURVEY CONTROL
 HW0176  ___________________________________________________________________
 HW0176* NAD 83(1986)-  38 35 54.     (N)    078 03 42.     (W)     SCALED    
 HW0176* NAVD 88     -       107.352  (meters)     352.20   (feet)  ADJUSTED  
 HW0176  ___________________________________________________________________
 HW0176  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0176  DYNAMIC HT  -         107.284 (meters)     351.98  (feet)  COMP
 HW0176  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 HW0176
 HW0176  VERT ORDER  -  SECOND    CLASS 0
 HW0176
 HW0176.The horizontal coordinates were scaled from a topographic map and have
 HW0176.an estimated accuracy of +/- 6 seconds.
 HW0176
 HW0176.The orthometric height was determined by differential leveling
 HW0176.and adjusted by the National Geodetic Survey in June 1991..
 HW0176
 HW0176.The geoid height was determined by GEOID03.
 HW0176
 HW0176.The dynamic height is computed by dividing the NAVD 88
 HW0176.geopotential number by the normal gravity value computed on the
 HW0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0176.degrees latitude (g = 980.6199 gals.).
 HW0176
 HW0176.The modeled gravity was interpolated from observed gravity values.
 HW0176
 HW0176;                    North         East    Units  Estimated Accuracy
 HW0176;SPC VA N     - 2,103,510.    3,538,180.      MT  (+/- 180 meters Scaled)
 HW0176
 HW0176                          SUPERSEDED SURVEY CONTROL
 HW0176
 HW0176  NGVD 29 (??/??/92)  107.56   (m)          352.9    (f) COMPUTED    2 0
 HW0176
 HW0176.Superseded values are not recommended for survey control.
 HW0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0176.See file dsdata.txt to determine how the superseded data were derived.
 HW0176
 HW0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC558763(NAD 83)
 HW0176_MARKER: DB = BENCH MARK DISK
 HW0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0176_SP_SET: BRIDGE
 HW0176_STAMPING: B-227 1941
 HW0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0176
 HW0176  HISTORY     - Date     Condition        Report By
 HW0176  HISTORY     - 1941     MONUMENTED       CGS
 HW0176  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0176
 HW0176                          STATION DESCRIPTION
 HW0176
 HW0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0176'6.7 MI N FROM SALEM SCHOOL.
 HW0176'6.7 MILE NORTH ALONG 242 FROM THE SCHOOL BUILDING AT SALEM
 HW0176'SCHOOL, SET IN THE NORTH-EAST CORNER OF THE NORTH ABUTMENT OF
 HW0176'STEEL BRIDGE OVER HAZEL RIVER, 8 FEET EAST OF CENTER-LINE OF
 HW0176'HGW., 1.5 FEET BELOW LEVEL OF THE HGW.  A STANDARD DISK STAMPED
 HW0176'B-227 1941 AND SET IN CONCRETE ABUTMENT.
 HW0176
 HW0176                          STATION RECOVERY (2001)
 HW0176
 HW0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0177 ***********************************************************************
 HW0177  DESIGNATION -  B 227 RESET 1959
 HW0177  PID         -  HW0177
 HW0177  STATE/COUNTY-  VA/CULPEPER
 HW0177  USGS QUAD   -  CASTLETON (1994)
 HW0177
 HW0177                         *CURRENT SURVEY CONTROL
 HW0177  ___________________________________________________________________
 HW0177* NAD 83(1986)-  38 35 54.     (N)    078 03 42.     (W)     SCALED    
 HW0177* NAVD 88     -       108.18   (meters)     354.9    (feet)  RESET     
 HW0177  ___________________________________________________________________
 HW0177  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0177
 HW0177  VERT ORDER  -  THIRD
 HW0177
 HW0177.The horizontal coordinates were scaled from a topographic map and have
 HW0177.an estimated accuracy of +/- 6 seconds.
 HW0177
 HW0177.The orthometric height was computed from unverified reset data.
 HW0177.No vertical observational check was made to the station.
 HW0177
 HW0177.The geoid height was determined by GEOID03.
 HW0177
 HW0177;                    North         East    Units  Estimated Accuracy
 HW0177;SPC VA N     - 2,103,510.    3,538,180.      MT  (+/- 180 meters Scaled)
 HW0177
 HW0177                          SUPERSEDED SURVEY CONTROL
 HW0177
 HW0177  NGVD 29 (??/??/??)  108.39   (m)          355.6    (f) RESET       3  
 HW0177
 HW0177.Superseded values are not recommended for survey control.
 HW0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0177.See file dsdata.txt to determine how the superseded data were derived.
 HW0177
 HW0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC558763(NAD 83)
 HW0177_MARKER: DD = SURVEY DISK
 HW0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0177_SP_SET: BRIDGE
 HW0177_STAMPING: B 227 RESET 1959
 HW0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0177+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0177
 HW0177  HISTORY     - Date     Condition        Report By
 HW0177  HISTORY     - 1959     MONUMENTED       VADH
 HW0177  HISTORY     - 20010306 GOOD             USPSQD
 HW0177
 HW0177                          STATION DESCRIPTION
 HW0177
 HW0177'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1959
 HW0177'6.7 MI N FROM SALEM SCHOOL.
 HW0177'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 629 FROM SALEM
 HW0177'SCHOOL, THENCE ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 242
 HW0177'(NOW RTE. 729), AT A CONCRETE BRIDGE OVER HAZEL RIVER, IN THE TOP
 HW0177'OF THE NORTHEAST ABUTMENT, 13.8 FEET WEST OF THE CENTERLINE OF
 HW0177'THE HIGHWAY.
 HW0177
 HW0177                          STATION RECOVERY (2001)
 HW0177
 HW0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3502 ***********************************************************************
 HV3502  DESIGNATION -  B 228
 HV3502  PID         -  HV3502
 HV3502  STATE/COUNTY-  VA/LOUDOUN
 HV3502  USGS QUAD   -  MIDDLEBURG (1981)
 HV3502
 HV3502                         *CURRENT SURVEY CONTROL
 HV3502  ___________________________________________________________________
 HV3502* NAD 83(1986)-  38 58 24.     (N)    077 42 26.     (W)     SCALED    
 HV3502* NAVD 88     -       151.593  (meters)     497.35   (feet)  ADJUSTED  
 HV3502  ___________________________________________________________________
 HV3502  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HV3502  DYNAMIC HT  -         151.505 (meters)     497.06  (feet)  COMP
 HV3502  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 HV3502
 HV3502  VERT ORDER  -  SECOND    CLASS 0
 HV3502
 HV3502.The horizontal coordinates were scaled from a topographic map and have
 HV3502.an estimated accuracy of +/- 6 seconds.
 HV3502
 HV3502.The orthometric height was determined by differential leveling
 HV3502.and adjusted by the National Geodetic Survey in June 1991..
 HV3502
 HV3502.The geoid height was determined by GEOID03.
 HV3502
 HV3502.The dynamic height is computed by dividing the NAVD 88
 HV3502.geopotential number by the normal gravity value computed on the
 HV3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3502.degrees latitude (g = 980.6199 gals.).
 HV3502
 HV3502.The modeled gravity was interpolated from observed gravity values.
 HV3502
 HV3502;                    North         East    Units  Estimated Accuracy
 HV3502;SPC VA N     - 2,145,340.    3,568,700.      MT  (+/- 180 meters Scaled)
 HV3502
 HV3502                          SUPERSEDED SURVEY CONTROL
 HV3502
 HV3502  NGVD 29 (??/??/??)  151.791  (m)          498.00   (f) ADJUSTED    2 0
 HV3502
 HV3502.Superseded values are not recommended for survey control.
 HV3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3502.See file dsdata.txt to determine how the superseded data were derived.
 HV3502
 HV3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ654173(NAD 83)
 HV3502_MARKER: DB = BENCH MARK DISK
 HV3502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3502_SP_SET: CULVERT
 HV3502_STAMPING: B 228 1941
 HV3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3502
 HV3502  HISTORY     - Date     Condition        Report By
 HV3502  HISTORY     - 1941     MONUMENTED       CGS
 HV3502
 HV3502                          STATION DESCRIPTION
 HV3502
 HV3502'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3502'1.5 MI E FROM MIDDLEBURG.
 HV3502'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL
 HV3502'BANK AT MIDDLEBURG, LOUDOUN COUNTY, ABOUT 0.1 MILE WEST OF A
 HV3502'TWO-STORY STUCCO HOUSE, AT A CULVERT, IN THE TOP OF THE SOUTH
 HV3502'CONCRETE HEAD WALL, 15.0 FEET SOUTH OF THE CENTER LINE OF THE
 HV3502'HIGHWAY, AND 3.5 FEET WEST OF A WHITE WOODEN POST STENCILED U.S.B.M.
 HV3502'A STANDARD DISK, STAMPED B 228 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3004 ***********************************************************************
 JV3004  DESIGNATION -  B 229
 JV3004  PID         -  JV3004
 JV3004  STATE/COUNTY-  VA/LOUDOUN
 JV3004  USGS QUAD   -  LEESBURG (1994)
 JV3004
 JV3004                         *CURRENT SURVEY CONTROL
 JV3004  ___________________________________________________________________
 JV3004* NAD 83(1986)-  39 02 22.     (N)    077 35 46.     (W)     SCALED    
 JV3004* NAVD 88     -       135.722  (meters)     445.28   (feet)  ADJUSTED  
 JV3004  ___________________________________________________________________
 JV3004  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JV3004  DYNAMIC HT  -         135.646 (meters)     445.03  (feet)  COMP
 JV3004  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 JV3004
 JV3004  VERT ORDER  -  SECOND    CLASS 0
 JV3004
 JV3004.The horizontal coordinates were scaled from a topographic map and have
 JV3004.an estimated accuracy of +/- 6 seconds.
 JV3004
 JV3004.The orthometric height was determined by differential leveling
 JV3004.and adjusted by the National Geodetic Survey in June 1991..
 JV3004
 JV3004.The geoid height was determined by GEOID03.
 JV3004
 JV3004.The dynamic height is computed by dividing the NAVD 88
 JV3004.geopotential number by the normal gravity value computed on the
 JV3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3004.degrees latitude (g = 980.6199 gals.).
 JV3004
 JV3004.The modeled gravity was interpolated from observed gravity values.
 JV3004
 JV3004;                    North         East    Units  Estimated Accuracy
 JV3004;SPC VA N     - 2,152,770.    3,578,250.      MT  (+/- 180 meters Scaled)
 JV3004
 JV3004                          SUPERSEDED SURVEY CONTROL
 JV3004
 JV3004  NGVD 29 (??/??/??)  135.933  (m)          445.97   (f) ADJUSTED    2 0
 JV3004
 JV3004.Superseded values are not recommended for survey control.
 JV3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3004.See file dsdata.txt to determine how the superseded data were derived.
 JV3004
 JV3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ753243(NAD 83)
 JV3004_MARKER: DB = BENCH MARK DISK
 JV3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3004_STAMPING: B 229 1941
 JV3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3004+STABILITY: SURFACE MOTION
 JV3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3004+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 JV3004
 JV3004  HISTORY     - Date     Condition        Report By
 JV3004  HISTORY     - 1941     MONUMENTED       CGS
 JV3004  HISTORY     - 1943     GOOD             CGS
 JV3004  HISTORY     - 20050320 GOOD             GEOCAC
 JV3004
 JV3004                          STATION DESCRIPTION
 JV3004
 JV3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JV3004'1.8 MI E FROM OATLANDS.
 JV3004'1.8 MILES EAST ALONG SECONDARY STATE HIGHWAYS 650 AND 651 FROM
 JV3004'THE JUNCTION OF U.S. HIGHWAY 15 AND SECONDARY STATE HIGHWAY
 JV3004'650 AT OATLANDS, LOUDOUN COUNTY, 0.4 MILE EAST ALONG SECONDARY
 JV3004'STATE HIGHWAY 651 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY
 JV3004'650, IN A WOODED AREA, JUST EAST OF A WYE IN THE ROAD, AT THE
 JV3004'INTERSECTION OF A DIM WOODS ROAD, 37 FEET NORTH OF THE CENTERLINE
 JV3004'OF THE MAIN ROAD, AND 15 FEET EAST OF THE CENTERLINE OF THE DIM
 JV3004'ROAD.  A STANDARD DISK, STAMPED B 229 1941 AND SET IN THE TOP
 JV3004'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 JV3004
 JV3004                          STATION RECOVERY (2005)
 JV3004
 JV3004'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV3004'DIM WOODS ROAD HAS BEEN RELOCATED APPROXIMATELY 100' TO THE NORTH.
 JV3004'MARK OTHERWISE RECOVERED AS DESCRIBED, SCALED COORDINATES HIGHLY
 JV3004'ACCURATE.  POST NOW PROJECTS APPROXIMATELY 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0008 ***********************************************************************
 GA0008  DESIGNATION -  B 23
 GA0008  PID         -  GA0008
 GA0008  STATE/COUNTY-  VA/WASHINGTON
 GA0008  USGS QUAD   -  MENDOTA (1976)
 GA0008
 GA0008                         *CURRENT SURVEY CONTROL
 GA0008  ___________________________________________________________________
 GA0008* NAD 83(1986)-  36 41 07.     (N)    082 16 49.     (W)     SCALED    
 GA0008* NAVD 88     -       427.130  (meters)    1401.34   (feet)  ADJUSTED  
 GA0008  ___________________________________________________________________
 GA0008  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA0008  DYNAMIC HT  -         426.745 (meters)    1400.08  (feet)  COMP
 GA0008  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 GA0008
 GA0008  VERT ORDER  -  FIRST     CLASS II
 GA0008
 GA0008.The horizontal coordinates were scaled from a topographic map and have
 GA0008.an estimated accuracy of +/- 6 seconds.
 GA0008
 GA0008.The orthometric height was determined by differential leveling
 GA0008.and adjusted by the National Geodetic Survey in June 1991..
 GA0008
 GA0008.The geoid height was determined by GEOID03.
 GA0008
 GA0008.The dynamic height is computed by dividing the NAVD 88
 GA0008.geopotential number by the normal gravity value computed on the
 GA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0008.degrees latitude (g = 980.6199 gals.).
 GA0008
 GA0008.The modeled gravity was interpolated from observed gravity values.
 GA0008
 GA0008;                    North         East    Units  Estimated Accuracy
 GA0008;SPC VA S     - 1,045,820.    3,162,210.      MT  (+/- 180 meters Scaled)
 GA0008
 GA0008                          SUPERSEDED SURVEY CONTROL
 GA0008
 GA0008  NGVD 29 (??/??/92)  427.274  (m)         1401.81   (f) ADJ UNCH    1 2
 GA0008
 GA0008.Superseded values are not recommended for survey control.
 GA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0008.See file dsdata.txt to determine how the superseded data were derived.
 GA0008
 GA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA856607(NAD 83)
 GA0008_MARKER: DB = BENCH MARK DISK
 GA0008_SETTING: 66 = SET IN ROCK OUTCROP
 GA0008_SP_SET: ROCK OUTCROP
 GA0008_STAMPING: 1402.031 B 23 1931
 GA0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0008+STABILITY: POSITION/ELEVATION WELL
 GA0008
 GA0008  HISTORY     - Date     Condition        Report By
 GA0008  HISTORY     - 1931     MONUMENTED       CGS
 GA0008  HISTORY     - 1935     GOOD             NGS
 GA0008
 GA0008                          STATION DESCRIPTION
 GA0008
 GA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0008'AT PHILLIP.
 GA0008'AT PHILLIP, WASHINGTON COUNTY, 600 FEET NORTHWEST OF THE SOUTHERN
 GA0008'RAILWAY STATION, AT THE MIDDLE OF A RAILROAD CURVE, 50.5 FEET
 GA0008'NORTHWEST OF A SIDING SWITCH, IN THE CENTER OF THE TOP OF A
 GA0008'ROCK OUTCROP, 8.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 GA0008'3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 1402.031
 GA0008'B 23 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2742 ***********************************************************************
 HV2742  DESIGNATION -  B 230
 HV2742  PID         -  HV2742
 HV2742  STATE/COUNTY-  VA/LOUDOUN
 HV2742  USGS QUAD   -  HERNDON (1994)
 HV2742
 HV2742                         *CURRENT SURVEY CONTROL
 HV2742  ___________________________________________________________________
 HV2742* NAD 83(1986)-  38 58 55.     (N)    077 26 50.     (W)     SCALED    
 HV2742* NAVD 88     -        80.194  (meters)     263.10   (feet)  ADJUSTED  
 HV2742  ___________________________________________________________________
 HV2742  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV2742  DYNAMIC HT  -          80.150 (meters)     262.96  (feet)  COMP
 HV2742  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 HV2742
 HV2742  VERT ORDER  -  SECOND    CLASS 0
 HV2742
 HV2742.The horizontal coordinates were scaled from a topographic map and have
 HV2742.an estimated accuracy of +/- 6 seconds.
 HV2742
 HV2742.The orthometric height was determined by differential leveling
 HV2742.and adjusted by the National Geodetic Survey in June 1991..
 HV2742
 HV2742.The geoid height was determined by GEOID03.
 HV2742
 HV2742.The dynamic height is computed by dividing the NAVD 88
 HV2742.geopotential number by the normal gravity value computed on the
 HV2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2742.degrees latitude (g = 980.6199 gals.).
 HV2742
 HV2742.The modeled gravity was interpolated from observed gravity values.
 HV2742
 HV2742;                    North         East    Units  Estimated Accuracy
 HV2742;SPC VA N     - 2,146,520.    3,591,220.      MT  (+/- 180 meters Scaled)
 HV2742
 HV2742                          SUPERSEDED SURVEY CONTROL
 HV2742
 HV2742  NGVD 29 (??/??/??)   80.414  (m)          263.82   (f) ADJUSTED    2 0
 HV2742
 HV2742.Superseded values are not recommended for survey control.
 HV2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2742.See file dsdata.txt to determine how the superseded data were derived.
 HV2742
 HV2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ880176(NAD 83)
 HV2742_MARKER: DB = BENCH MARK DISK
 HV2742_SETTING: 0 = UNSPECIFIED SETTING
 HV2742_STAMPING: B 230 1941
 HV2742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2742
 HV2742  HISTORY     - Date     Condition        Report By
 HV2742  HISTORY     - 1941     MONUMENTED       CGS
 HV2742
 HV2742                          STATION DESCRIPTION
 HV2742
 HV2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2742'2.1 MI SE FROM STERLING.
 HV2742'TO REACH FROM THE VILLAGE OF STERLING VA., BY GOING WEST ON RT.
 HV2742'625 TO JCT. 636., THENCE SOUTH ON 636 TO JCT. 607., THENCE SOUTH
 HV2742'ON 607.  FOLLOW RTS. FOR 2.1 MILES FROM STERLING., TO JCT. 606.
 HV2742'AND STATION MARK.  MARK IS SOUTH OF GATE IN TO PASTURE., PROJECTS
 HV2742'6 INCHES ABOVE THE GROUND.  32.5 FT. WEST OF CENTERLINE OF 607.
 HV2742'16.0 FT SOUTH OF ROAD TO PASTURE.  2.5 FT SOUTHWEST OF MARKER
 HV2742'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2743 ***********************************************************************
 HV2743  DESIGNATION -  B 230 RESET 1959
 HV2743  PID         -  HV2743
 HV2743  STATE/COUNTY-  VA/LOUDOUN
 HV2743  USGS QUAD   -  HERNDON (1994)
 HV2743
 HV2743                         *CURRENT SURVEY CONTROL
 HV2743  ___________________________________________________________________
 HV2743* NAD 83(1986)-  38 58 55.     (N)    077 26 50.     (W)     SCALED    
 HV2743* NAVD 88     -        80.236  (meters)     263.24   (feet)  ADJUSTED  
 HV2743  ___________________________________________________________________
 HV2743  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV2743  DYNAMIC HT  -          80.192 (meters)     263.10  (feet)  COMP
 HV2743  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 HV2743
 HV2743  VERT ORDER  -  SECOND    CLASS 0
 HV2743
 HV2743.The horizontal coordinates were scaled from a topographic map and have
 HV2743.an estimated accuracy of +/- 6 seconds.
 HV2743
 HV2743.The orthometric height was determined by differential leveling
 HV2743.and adjusted by the National Geodetic Survey in June 1991..
 HV2743
 HV2743.The geoid height was determined by GEOID03.
 HV2743
 HV2743.The dynamic height is computed by dividing the NAVD 88
 HV2743.geopotential number by the normal gravity value computed on the
 HV2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2743.degrees latitude (g = 980.6199 gals.).
 HV2743
 HV2743.The modeled gravity was interpolated from observed gravity values.
 HV2743
 HV2743;                    North         East    Units  Estimated Accuracy
 HV2743;SPC VA N     - 2,146,520.    3,591,220.      MT  (+/- 180 meters Scaled)
 HV2743
 HV2743                          SUPERSEDED SURVEY CONTROL
 HV2743
 HV2743  NGVD 29 (??/??/??)   80.457  (m)          263.97   (f) ADJUSTED    2 0
 HV2743
 HV2743.Superseded values are not recommended for survey control.
 HV2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2743.See file dsdata.txt to determine how the superseded data were derived.
 HV2743
 HV2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ880176(NAD 83)
 HV2743_MARKER: DB = BENCH MARK DISK
 HV2743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV2743_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HV2743_STAMPING: B 230 RESET 1959
 HV2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2743
 HV2743  HISTORY     - Date     Condition        Report By
 HV2743  HISTORY     - 1959     MONUMENTED       CGS
 HV2743
 HV2743                          STATION DESCRIPTION
 HV2743
 HV2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HV2743'2.1 MI S FROM STERLING.
 HV2743'THE MARK IS LOCATED 2.1 MILES SOUTH ALONG STATE HIGHWAYS 636 AND
 HV2743'607 FROM THE JUNCTION OF STATE HIGHWAY 625 AT STERLING, AT THE
 HV2743'JUNCTION OF STATE HIGHWAY 606, 107 FEET WEST OF THE CENTERLINE
 HV2743'OF STATE HIGHWAY 636, APPROXIMATELY 90 FEET SOUTHWEST OF THE
 HV2743'PROJECTED CENTERLINE OF STATE HIGHWAY 606 AND 3 FEET SOUTH OF A
 HV2743'FENCE, AND SET IN THE TOP OF A 6-INCH CONCRETE FILLED CONCRETE
 HV2743'PIPE PROJECTING 4 INCHES ABOVE THE GROUND AND 3 FEET SOUTH OF A
 HV2743'STEEL FENCE POST WITH A WITNESS MARK PLATE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2303 ***********************************************************************
 HV2303  DESIGNATION -  B 231
 HV2303  PID         -  HV2303
 HV2303  STATE/COUNTY-  VA/FAIRFAX
 HV2303  USGS QUAD   -  ANNANDALE (1994)
 HV2303
 HV2303                         *CURRENT SURVEY CONTROL
 HV2303  ___________________________________________________________________
 HV2303* NAD 83(1986)-  38 51 00.     (N)    077 13 56.     (W)     SCALED    
 HV2303* NAVD 88     -       101.534  (meters)     333.12   (feet)  ADJUSTED  
 HV2303  ___________________________________________________________________
 HV2303  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV2303  DYNAMIC HT  -         101.478 (meters)     332.93  (feet)  COMP
 HV2303  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 HV2303
 HV2303  VERT ORDER  -  SECOND    CLASS 0
 HV2303
 HV2303.The horizontal coordinates were scaled from a topographic map and have
 HV2303.an estimated accuracy of +/- 6 seconds.
 HV2303
 HV2303.The orthometric height was determined by differential leveling
 HV2303.and adjusted by the National Geodetic Survey in June 1991..
 HV2303
 HV2303.The geoid height was determined by GEOID03.
 HV2303
 HV2303.The dynamic height is computed by dividing the NAVD 88
 HV2303.geopotential number by the normal gravity value computed on the
 HV2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2303.degrees latitude (g = 980.6199 gals.).
 HV2303
 HV2303.The modeled gravity was interpolated from observed gravity values.
 HV2303
 HV2303;                    North         East    Units  Estimated Accuracy
 HV2303;SPC VA N     - 2,132,110.    3,610,050.      MT  (+/- 180 meters Scaled)
 HV2303
 HV2303                          SUPERSEDED SURVEY CONTROL
 HV2303
 HV2303  NGVD 29 (??/??/??)  101.773  (m)          333.90   (f) ADJUSTED    2 0
 HV2303
 HV2303.Superseded values are not recommended for survey control.
 HV2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2303.See file dsdata.txt to determine how the superseded data were derived.
 HV2303
 HV2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ062024(NAD 83)
 HV2303_MARKER: DB = BENCH MARK DISK
 HV2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2303_STAMPING: B 231 1941
 HV2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2303+STABILITY: SURFACE MOTION
 HV2303
 HV2303  HISTORY     - Date     Condition        Report By
 HV2303  HISTORY     - 1941     MONUMENTED       CGS
 HV2303
 HV2303                          STATION DESCRIPTION
 HV2303
 HV2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2303'4.2 MI SE FROM FAIRFAX.
 HV2303'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 236 FROM THE COURTHOUSE
 HV2303'AT FAIRFAX, FAIRFAX COUNTY, THENCE 1.0 MILE NORTH ALONG
 HV2303'SECONDARY STATE HIGHWAY 650, NEAR A BRICK HOUSE ON THE WEST SIDE
 HV2303'OF THE ROAD, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET
 HV2303'NORTH OF THE CENTRLINE OF LANE LEADING TO THE HOUSE, AND 1.2 FEET
 HV2303'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 HV2303'B 231 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HV2303'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2586 ***********************************************************************
 HV2586  DESIGNATION -  B 232
 HV2586  PID         -  HV2586
 HV2586  STATE/COUNTY-  VA/FAIRFAX
 HV2586  USGS QUAD   -  OCCOQUAN (1994)
 HV2586
 HV2586                         *CURRENT SURVEY CONTROL
 HV2586  ___________________________________________________________________
 HV2586* NAD 83(1993)-  38 44 39.27549(N)    077 17 20.39260(W)     ADJUSTED  
 HV2586* NAVD 88     -       102.633  (meters)     336.72   (feet)  ADJUSTED  
 HV2586  ___________________________________________________________________
 HV2586  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 HV2586  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV2586  DYNAMIC HT  -         102.576 (meters)     336.53  (feet)  COMP
 HV2586  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 HV2586
 HV2586  HORZ ORDER  -  SECOND
 HV2586  VERT ORDER  -  THIRD
 HV2586
 HV2586.The horizontal coordinates were established by classical geodetic methods
 HV2586.and adjusted by the National Geodetic Survey in November 1994..
 HV2586
 HV2586.The orthometric height was determined by differential leveling
 HV2586.and adjusted by the National Geodetic Survey in September 2004..
 HV2586
 HV2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2586
 HV2586.The geoid height was determined by GEOID03.
 HV2586
 HV2586.The dynamic height is computed by dividing the NAVD 88
 HV2586.geopotential number by the normal gravity value computed on the
 HV2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2586.degrees latitude (g = 980.6199 gals.).
 HV2586
 HV2586.The modeled gravity was interpolated from observed gravity values.
 HV2586
 HV2586;                    North         East     Units Scale Factor Converg.
 HV2586;SPC VA N     - 2,120,304.402 3,605,273.136   MT  0.99995082   +0 45 20.9
 HV2586;SPC VA N     - 6,956,365.36 11,828,300.28   sFT  0.99995082   +0 45 20.9
 HV2586;UTM  18      - 4,290,883.266   301,068.492   MT  1.00008734   -1 25 58.9
 HV2586
 HV2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2586!SPC VA N     -   0.99998892  x   0.99995082  =   0.99993974
 HV2586!UTM  18      -   0.99998892  x   1.00008734  =   1.00007625
 HV2586
 HV2586                          SUPERSEDED SURVEY CONTROL
 HV2586
 HV2586  NAD 83(1993)-  38 44 39.27375(N)    077 17 20.39796(W) AD(       ) 2
 HV2586  NAD 83(1986)-  38 44 39.27456(N)    077 17 20.40596(W) AD(       ) 2
 HV2586  NAD 27      -  38 44 38.86430(N)    077 17 21.46116(W) AD(       ) 2
 HV2586  NAVD 88 (??/??/92)  102.624  (m)          336.69   (f) UNKNOWN     3 0
 HV2586  NGVD 29 (??/??/??)  102.874  (m)          337.51   (f) ADJUSTED    2 0
 HV2586
 HV2586.Superseded values are not recommended for survey control.
 HV2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2586.See file dsdata.txt to determine how the superseded data were derived.
 HV2586
 HV2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0106890883(NAD 83)
 HV2586_MARKER: DB = BENCH MARK DISK
 HV2586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV2586_SP_SET: CULVERT HEADWALL
 HV2586_STAMPING: B 232 1941
 HV2586_MARK LOGO: CGS   
 HV2586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2586
 HV2586  HISTORY     - Date     Condition        Report By
 HV2586  HISTORY     - 1941     MONUMENTED       CGS
 HV2586  HISTORY     - 1958     GOOD             CGS
 HV2586  HISTORY     - 1962     GOOD             USE
 HV2586  HISTORY     - 19920120 GOOD             MSI
 HV2586  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 HV2586
 HV2586                          STATION DESCRIPTION
 HV2586
 HV2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2586'1.3 MI W FROM LORTON.
 HV2586'1.3 MILES WEST ALONG SECNDARY STATE HIGHWAY 642 FROM LORTON,
 HV2586'FAIRFAX COUNTY, THENCE 1.0 MILE NORTHWEST ALONG SECONDARY
 HV2586'STATE HIGHWAY 611, AND THENCE 3.2 MILES NORTHWEST ALONG STATE
 HV2586'HIGHWAY 123, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 HV2586'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 HV2586'HEAD WALL, 17.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HV2586'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HV2586'DISK, STAMPED B 232 1941.
 HV2586
 HV2586                          STATION RECOVERY (1958)
 HV2586
 HV2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV2586'STATION IS APPROXIMATELY 7.0 MILES SOUTH-SOUTHEAST OF FAIRFAX,
 HV2586'5.5 MILES SOUTH OF BURKE, 0.15 MILE NORTHWEST OF THE T-INTERSECTION
 HV2586'OF STATE HIGHWAY 123 AND COUNTY ROUTE 643, 16.5 FEET WEST-SOUTHWEST
 HV2586'OF STATE HIGHWAY 123.
 HV2586'
 HV2586'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SOUTH,
 HV2586'DISTANCE BEING 100.32 FEET (30.579 METERS) NORTH-NORTHEAST
 HV2586'OF STATION SOUTH.  IT IS A U.S. COAST AND GEODETIC SURVEY
 HV2586'BENCH MARK DISK, STAMPED B-232 1941, CEMENTED IN A DRILL
 HV2586'HOLE AT THE SOUTHEAST END OF A CULVERT.
 HV2586
 HV2586                          STATION RECOVERY (1962)
 HV2586
 HV2586'RECOVERY NOTE BY US ENGINEERS 1962
 HV2586'RECOVERED IN GOOD CONDITION.
 HV2586
 HV2586                          STATION RECOVERY (1992)
 HV2586
 HV2586'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2586'1.3 MILES (2.1 KM) WEST ALONG SECONDARY STATE HIGHWAY 642 FROM LORTON,
 HV2586'FAIRFAX COUNTY, THENCE 1.0 MILE (1.6 KM) NORTHWEST ALONG SECONDARY
 HV2586'STATE HIGHWAY 611, AND THENCE 3.2 MILES (5.1 KM) NORTHWEST ALONG
 HV2586'STATE HIGHWAY 123, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 HV2586'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 HV2586'WALL, 17.5 FEET (5.3 M) WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2
 HV2586'FEET (0.6 M) NORTH OF A WHITE WOODEN WITNESS POST.
 HV2586
 HV2586                          STATION RECOVERY (2002)
 HV2586
 HV2586'RECOVERY NOTE BY US POWER SQUADRON 2002
 HV2586'BELIEVE MARK WAS DESTROYED WHEN RT 123 WAS WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2842 ***********************************************************************
 HV2842  DESIGNATION -  B 233
 HV2842  PID         -  HV2842
 HV2842  STATE/COUNTY-  VA/STAFFORD
 HV2842  USGS QUAD   -  WIDEWATER (1978)
 HV2842
 HV2842                         *CURRENT SURVEY CONTROL
 HV2842  ___________________________________________________________________
 HV2842* NAD 83(1986)-  38 29 44.     (N)    077 18 42.     (W)     SCALED    
 HV2842* NAVD 88     -         6.686  (meters)      21.94   (feet)  ADJUSTED  
 HV2842  ___________________________________________________________________
 HV2842  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV2842  DYNAMIC HT  -           6.682 (meters)      21.92  (feet)  COMP
 HV2842  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 HV2842  OBS GRAVITY -     980,039.7   (mgal)                       GRAV_OBS
 HV2842
 HV2842  VERT ORDER  -  FIRST     CLASS I
 HV2842
 HV2842.The horizontal coordinates were scaled from a topographic map and have
 HV2842.an estimated accuracy of +/- 6 seconds.
 HV2842
 HV2842.The orthometric height was determined by differential leveling
 HV2842.and adjusted by the National Geodetic Survey in June 1991..
 HV2842
 HV2842.The geoid height was determined by GEOID03.
 HV2842
 HV2842.The dynamic height is computed by dividing the NAVD 88
 HV2842.geopotential number by the normal gravity value computed on the
 HV2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2842.degrees latitude (g = 980.6199 gals.).
 HV2842
 HV2842.The modeled gravity was interpolated from observed gravity values.
 HV2842.The observed gravity was obtained from relative gravimeter ties
 HV2842.to the IGSN71 gravity network.
 HV2842
 HV2842;                    North         East    Units  Estimated Accuracy
 HV2842;SPC VA N     - 2,092,680.    3,603,660.      MT  (+/- 180 meters Scaled)
 HV2842
 HV2842                          SUPERSEDED SURVEY CONTROL
 HV2842
 HV2842  NGVD 29 (??/??/??)    6.929  (m)           22.73   (f) ADJUSTED    1 1
 HV2842
 HV2842.Superseded values are not recommended for survey control.
 HV2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2842.See file dsdata.txt to determine how the superseded data were derived.
 HV2842
 HV2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH984633(NAD 83)
 HV2842_MARKER: DB = BENCH MARK DISK
 HV2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2842_STAMPING: B 233 1941
 HV2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2842+STABILITY: SURFACE MOTION
 HV2842
 HV2842  HISTORY     - Date     Condition        Report By
 HV2842  HISTORY     - 1941     MONUMENTED       CGS
 HV2842  HISTORY     - 1971     GOOD             NGS
 HV2842  HISTORY     - 1978     GOOD             DMA
 HV2842
 HV2842                          STATION DESCRIPTION
 HV2842
 HV2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2842'2.2 MI SW FROM QUANTICO.
 HV2842'ABOUT 2.2 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2842'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 65 FEET
 HV2842'SOUTHEAST AND ACROSS A PAVED ROAD FROM A LARGE METAL BUILDING
 HV2842'WHICH IS BUILDING NUMBER 72 AT QUANTICO MARINE BASE, 45 1/2
 HV2842'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET WEST OF THE
 HV2842'WEST RAIL OF THE WEST TRACK, 27 FEET SOUTHWEST OF THE SOUTHWEST
 HV2842'CORNER OF A RAILROAD CROSSING SIGNAL LIGHT, 9 FEET EAST-SOUTHEAST
 HV2842'OF AN 8-INCH METAL POST AT THE NORTH END OF A CHAIN LINK FENCE,
 HV2842'4 1/2 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW
 HV2842'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 HV2842'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 HV2842
 HV2842                          STATION RECOVERY (1978)
 HV2842
 HV2842'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2842'TELEPHONE POLE MENTIONED IN DESCRIPTION NOW HAS A WITNESS POST SIGN
 HV2842'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1126 ***********************************************************************
 FX1126  DESIGNATION -  B 234
 FX1126  PID         -  FX1126
 FX1126  STATE/COUNTY-  VA/SUSSEX
 FX1126  USGS QUAD   -  SUSSEX (1990)
 FX1126
 FX1126                         *CURRENT SURVEY CONTROL
 FX1126  ___________________________________________________________________
 FX1126* NAD 83(1986)-  36 58 56.     (N)    077 15 51.     (W)     SCALED    
 FX1126* NAVD 88     -        15.511  (meters)      50.89   (feet)  POSTED    
 FX1126  ___________________________________________________________________
 FX1126  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 FX1126  DYNAMIC HT  -          15.500 (meters)      50.85  (feet)  COMP
 FX1126  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 FX1126
 FX1126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1126
 FX1126.The horizontal coordinates were scaled from a topographic map and have
 FX1126.an estimated accuracy of +/- 6 seconds.
 FX1126
 FX1126.The orthometric height was determined by differential leveling
 FX1126.and adjusted by the National Geodetic Survey in 1992..
 FX1126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1126.rate of 0.0 thru 1.0 mm/km.
 FX1126
 FX1126.The geoid height was determined by GEOID03.
 FX1126
 FX1126.The dynamic height is computed by dividing the NAVD 88
 FX1126.geopotential number by the normal gravity value computed on the
 FX1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1126.degrees latitude (g = 980.6199 gals.).
 FX1126
 FX1126.The modeled gravity was interpolated from observed gravity values.
 FX1126
 FX1126;                    North         East    Units  Estimated Accuracy
 FX1126;SPC VA S     - 1,072,730.    3,610,020.      MT  (+/- 180 meters Scaled)
 FX1126
 FX1126                          SUPERSEDED SURVEY CONTROL
 FX1126
 FX1126  NGVD 29 (??/??/92)   15.860  (m)           52.03   (f) ADJ UNCH    2 0
 FX1126
 FX1126.Superseded values are not recommended for survey control.
 FX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1126.See file dsdata.txt to determine how the superseded data were derived.
 FX1126
 FX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF984952(NAD 83)
 FX1126_MARKER: DB = BENCH MARK DISK
 FX1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1126_STAMPING: B 234 1942
 FX1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1126+STABILITY: SURFACE MOTION
 FX1126
 FX1126  HISTORY     - Date     Condition        Report By
 FX1126  HISTORY     - 1942     MONUMENTED       CGS
 FX1126  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1126  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FX1126  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1126
 FX1126                          STATION DESCRIPTION
 FX1126
 FX1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1126'5.1 MI N FROM SUSSEX.
 FX1126'5.1 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX,
 FX1126'SUSSEX COUNTY, AT A FARM-ROAD CROSSING, 36.6 FEET NORTHEAST OF
 FX1126'THE CENTERLINE OF THE FARM ROAD, 30.6 FEET SOUTHEAST OF THE
 FX1126'CENTERLINE OF THE COUNTY ROAD, AND 3.5 FEET NORTHWEST OF A BLAZED
 FX1126'PINE TREE.  A STANDARD DISK, STAMPED B 234 1942 AND SET IN THE
 FX1126'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 FX1126
 FX1126                          STATION RECOVERY (1997)
 FX1126
 FX1126'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1126'MARK NOT FOUND.
 FX1126
 FX1126                          STATION RECOVERY (2002)
 FX1126
 FX1126'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2904 ***********************************************************************
 HV2904  DESIGNATION -  B 235
 HV2904  PID         -  HV2904
 HV2904  STATE/COUNTY-  VA/CAROLINE
 HV2904  USGS QUAD   -  
 HV2904
 HV2904                         *CURRENT SURVEY CONTROL
 HV2904  ___________________________________________________________________
 HV2904* NAD 83(1986)-  38 11 32.     (N)    077 16 40.     (W)     SCALED    
 HV2904* NAVD 88     -        41.707  (meters)     136.83   (feet)  ADJUSTED  
 HV2904  ___________________________________________________________________
 HV2904  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HV2904  DYNAMIC HT  -          41.682 (meters)     136.75  (feet)  COMP
 HV2904  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 HV2904  OBS GRAVITY -     980,014.9   (mgal)                       GRAV_OBS
 HV2904
 HV2904  VERT ORDER  -  FIRST     CLASS I
 HV2904
 HV2904.The horizontal coordinates were scaled from a topographic map and have
 HV2904.an estimated accuracy of +/- 6 seconds.
 HV2904
 HV2904.The orthometric height was determined by differential leveling
 HV2904.and adjusted by the National Geodetic Survey in June 1991..
 HV2904
 HV2904.The geoid height was determined by GEOID03.
 HV2904
 HV2904.The dynamic height is computed by dividing the NAVD 88
 HV2904.geopotential number by the normal gravity value computed on the
 HV2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2904.degrees latitude (g = 980.6199 gals.).
 HV2904
 HV2904.The modeled gravity was interpolated from observed gravity values.
 HV2904.The observed gravity was obtained from relative gravimeter ties
 HV2904.to the IGSN71 gravity network.
 HV2904
 HV2904;                    North         East    Units  Estimated Accuracy
 HV2904;SPC VA N     - 2,059,050.    3,607,060.      MT  (+/- 180 meters Scaled)
 HV2904
 HV2904                          SUPERSEDED SURVEY CONTROL
 HV2904
 HV2904  NGVD 29 (??/??/??)   41.957  (m)          137.65   (f) ADJUSTED    1 1
 HV2904
 HV2904.Superseded values are not recommended for survey control.
 HV2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2904.See file dsdata.txt to determine how the superseded data were derived.
 HV2904
 HV2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH005295(NAD 83)
 HV2904_MARKER: DB = BENCH MARK DISK
 HV2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2904_STAMPING: B 235 1941
 HV2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2904+STABILITY: SURFACE MOTION
 HV2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2904+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV2904
 HV2904  HISTORY     - Date     Condition        Report By
 HV2904  HISTORY     - 1941     MONUMENTED       CGS
 HV2904  HISTORY     - 1972     GOOD             NGS
 HV2904  HISTORY     - 1978     GOOD             DMA
 HV2904  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 HV2904  HISTORY     - 20020116 GOOD             USPSQD
 HV2904
 HV2904                          STATION DESCRIPTION
 HV2904
 HV2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2904'5.6 MI NW FROM PORT ROYAL.
 HV2904'ABOUT 5.6 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2904'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, ABOUT 0.5 MILE
 HV2904'SOUTH OF A HIGHWAY BRIDGE OVER MOUNT CREEK, ABOUT 0.3 MILE
 HV2904'NORTHWEST OF A SMALL ROADSIDE PARK, 39 FEET WEST OF THE CENTER
 HV2904'LINE OF THE HIGHWAY, 50 FEET SOUTHWEST OF THE SOUTH END OF A
 HV2904'CONCRETE HEADWALL FOR A PIPE CULVERT, 1.1 FEET SOUTH OF A METAL
 HV2904'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HV2904'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 HV2904'OF THE GROUND.
 HV2904
 HV2904                          STATION RECOVERY (1978)
 HV2904
 HV2904'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2904'CONCRETE HEADWALL NOT VERY VISABLE AND BETWEEN TWO SMALL REVINES.
 HV2904
 HV2904                          STATION RECOVERY (1995)
 HV2904
 HV2904'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2904'MARK NOT FOUND.
 HV2904
 HV2904                          STATION RECOVERY (2002)
 HV2904
 HV2904'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1353 ***********************************************************************
 GV1353  DESIGNATION -  B 236
 GV1353  PID         -  GV1353
 GV1353  STATE/COUNTY-  VA/CAROLINE
 GV1353  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1353
 GV1353                         *CURRENT SURVEY CONTROL
 GV1353  ___________________________________________________________________
 GV1353* NAD 83(1986)-  37 58 48.     (N)    077 06 55.     (W)     SCALED    
 GV1353* NAVD 88     -        44.579  (meters)     146.26   (feet)  ADJUSTED  
 GV1353  ___________________________________________________________________
 GV1353  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GV1353  DYNAMIC HT  -          44.550 (meters)     146.16  (feet)  COMP
 GV1353  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 GV1353
 GV1353  VERT ORDER  -  SECOND    CLASS 0
 GV1353
 GV1353.The horizontal coordinates were scaled from a topographic map and have
 GV1353.an estimated accuracy of +/- 6 seconds.
 GV1353
 GV1353.The orthometric height was determined by differential leveling
 GV1353.and adjusted by the National Geodetic Survey in June 1991..
 GV1353
 GV1353.The geoid height was determined by GEOID03.
 GV1353
 GV1353.The dynamic height is computed by dividing the NAVD 88
 GV1353.geopotential number by the normal gravity value computed on the
 GV1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1353.degrees latitude (g = 980.6199 gals.).
 GV1353
 GV1353.The modeled gravity was interpolated from observed gravity values.
 GV1353
 GV1353;                    North         East    Units  Estimated Accuracy
 GV1353;SPC VA N     - 2,035,700.    3,621,650.      MT  (+/- 180 meters Scaled)
 GV1353
 GV1353                          SUPERSEDED SURVEY CONTROL
 GV1353
 GV1353  NGVD 29 (??/??/??)   44.847  (m)          147.14   (f) ADJUSTED    2 0
 GV1353
 GV1353.Superseded values are not recommended for survey control.
 GV1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1353.See file dsdata.txt to determine how the superseded data were derived.
 GV1353
 GV1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH142057(NAD 83)
 GV1353_MARKER: DB = BENCH MARK DISK
 GV1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1353_STAMPING: B 236 1941
 GV1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1353+STABILITY: SURFACE MOTION
 GV1353
 GV1353  HISTORY     - Date     Condition        Report By
 GV1353  HISTORY     - 1941     MONUMENTED       CGS
 GV1353  HISTORY     - 1962     GOOD             CGS
 GV1353  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV1353  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1353
 GV1353                          STATION DESCRIPTION
 GV1353
 GV1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1353'1.1 MI SE FROM CENTRAL POINT.
 GV1353'1.1 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 630 FROM
 GV1353'THE JUNCTION OF RESERVATION ROAD 25 AT CENTRAL POINT, CAROLINE
 GV1353'COUNTY, AT THE EAST CORNER OF A PINE WOODS, 47 FEET SOUTHWEST
 GV1353'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF A
 GV1353'TRIANGULAR-BLAZED 8-INCH PINE TREE, 4.5 FEET NORTHWEST OF
 GV1353'POWER-TRANSMISSION LINE POLE 300, AND 1 FOOT NORTHEAST OF A
 GV1353'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 236 1941
 GV1353'AND SET IN THE TOP OF A CONCRETE POST.
 GV1353
 GV1353                          STATION RECOVERY (1998)
 GV1353
 GV1353'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1353'MARK NOT FOUND.
 GV1353
 GV1353                          STATION RECOVERY (2002)
 GV1353
 GV1353'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3179 ***********************************************************************
 HV3179  DESIGNATION -  B 237
 HV3179  PID         -  HV3179
 HV3179  STATE/COUNTY-  VA/CAROLINE
 HV3179  USGS QUAD   -  SUPPLY (1968)
 HV3179
 HV3179                         *CURRENT SURVEY CONTROL
 HV3179  ___________________________________________________________________
 HV3179* NAD 83(1986)-  38 02 26.     (N)    077 13 01.     (W)     SCALED    
 HV3179* NAVD 88     -        61.488  (meters)     201.73   (feet)  ADJUSTED  
 HV3179  ___________________________________________________________________
 HV3179  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HV3179  DYNAMIC HT  -          61.448 (meters)     201.60  (feet)  COMP
 HV3179  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 HV3179
 HV3179  VERT ORDER  -  SECOND    CLASS 0
 HV3179
 HV3179.The horizontal coordinates were scaled from a topographic map and have
 HV3179.an estimated accuracy of +/- 6 seconds.
 HV3179
 HV3179.The orthometric height was determined by differential leveling
 HV3179.and adjusted by the National Geodetic Survey in June 1991..
 HV3179
 HV3179.The geoid height was determined by GEOID03.
 HV3179
 HV3179.The dynamic height is computed by dividing the NAVD 88
 HV3179.geopotential number by the normal gravity value computed on the
 HV3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3179.degrees latitude (g = 980.6199 gals.).
 HV3179
 HV3179.The modeled gravity was interpolated from observed gravity values.
 HV3179
 HV3179;                    North         East    Units  Estimated Accuracy
 HV3179;SPC VA N     - 2,042,290.    3,612,630.      MT  (+/- 180 meters Scaled)
 HV3179
 HV3179                          SUPERSEDED SURVEY CONTROL
 HV3179
 HV3179  NGVD 29 (??/??/??)   61.762  (m)          202.63   (f) ADJUSTED    2 0
 HV3179
 HV3179.Superseded values are not recommended for survey control.
 HV3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3179.See file dsdata.txt to determine how the superseded data were derived.
 HV3179
 HV3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH054126(NAD 83)
 HV3179_MARKER: DB = BENCH MARK DISK
 HV3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3179_STAMPING: B 237 1941
 HV3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3179+STABILITY: SURFACE MOTION
 HV3179
 HV3179  HISTORY     - Date     Condition        Report By
 HV3179  HISTORY     - 1941     MONUMENTED       CGS
 HV3179  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 HV3179
 HV3179                          STATION DESCRIPTION
 HV3179
 HV3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3179'2.3 MI SE FROM UPPER ZION.
 HV3179'2.3 MILES SOUTHEAST ALONG RESERVATION ROAD 8 FROM THE POST
 HV3179'OFFICE AT UPPER ZION, CAROLINE COUNTY, THENCE 0.4 MILE EAST
 HV3179'ALONG SECONDARY STATE HIGHWAY 641, ON THE OUTSIDE OF A
 HV3179'WEST-TO-SOUTH CURVE, 20 FEET EAST OF THE CENTER LINE OF THE
 HV3179'HIGHWAY, 28 FEET SOUTH OF A TRIANGULAR-BLAZED 24-INCH OAK TREE,
 HV3179'10 FEET NORTH OF A TRIANGULAR-BLAZED 8-INCH TWIN OAK TREE, 1
 HV3179'FOOT WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 HV3179'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 237 1941
 HV3179'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AMS 1949 REPORT
 HV3179'ALL REFERENCE LOST DUE TO CLEARING OF FIRE BREAK.
 HV3179
 HV3179                          STATION RECOVERY (1998)
 HV3179
 HV3179'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1441 ***********************************************************************
 FX1441  DESIGNATION -  B 238
 FX1441  PID         -  FX1441
 FX1441  STATE/COUNTY-  VA/DINWIDDIE
 FX1441  USGS QUAD   -  CHERRY HILL (1981)
 FX1441
 FX1441                         *CURRENT SURVEY CONTROL
 FX1441  ___________________________________________________________________
 FX1441* NAD 83(1986)-  36 56 41.     (N)    077 31 32.     (W)     SCALED    
 FX1441* NAVD 88     -        46.836  (meters)     153.66   (feet)  POSTED    
 FX1441  ___________________________________________________________________
 FX1441  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 FX1441  DYNAMIC HT  -          46.800 (meters)     153.54  (feet)  COMP
 FX1441  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 FX1441
 FX1441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1441
 FX1441.The horizontal coordinates were scaled from a topographic map and have
 FX1441.an estimated accuracy of +/- 6 seconds.
 FX1441
 FX1441.The orthometric height was determined by differential leveling
 FX1441.and adjusted by the National Geodetic Survey in 1992..
 FX1441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1441.rate of 0.0 thru 1.0 mm/km.
 FX1441
 FX1441.The geoid height was determined by GEOID03.
 FX1441
 FX1441.The dynamic height is computed by dividing the NAVD 88
 FX1441.geopotential number by the normal gravity value computed on the
 FX1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1441.degrees latitude (g = 980.6199 gals.).
 FX1441
 FX1441.The modeled gravity was interpolated from observed gravity values.
 FX1441
 FX1441;                    North         East    Units  Estimated Accuracy
 FX1441;SPC VA S     - 1,068,300.    3,586,800.      MT  (+/- 180 meters Scaled)
 FX1441
 FX1441                          SUPERSEDED SURVEY CONTROL
 FX1441
 FX1441  NGVD 29 (??/??/92)   47.179  (m)          154.79   (f) ADJ UNCH    2 0
 FX1441
 FX1441.Superseded values are not recommended for survey control.
 FX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1441.See file dsdata.txt to determine how the superseded data were derived.
 FX1441
 FX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF751917(NAD 83)
 FX1441_MARKER: DB = BENCH MARK DISK
 FX1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1441_SP_SET: CULVERT
 FX1441_STAMPING: B 238 1942
 FX1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1441
 FX1441  HISTORY     - Date     Condition        Report By
 FX1441  HISTORY     - 1942     MONUMENTED       CGS
 FX1441  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1441  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1441
 FX1441                          STATION DESCRIPTION
 FX1441
 FX1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1441'7.2 MI W FROM STONY CREEK.
 FX1441'IN DINWIDDIE COUNTY, 7.2 MILES WEST ALONG STATE HIGHWAY 40 FROM
 FX1441'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT STONY CREEK,
 FX1441'SUSSEX COUNTY, 2.2 MILES WEST OF THE COUNTY LINE, AT A CONCRETE
 FX1441'BOX CULVERT JUST NORTHEAST OF POLE 8, IN THE EAST END OF THE
 FX1441'SOUTH HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FX1441'AND ABOUT 1 FOOT LOWER THAN THE PAVEMENT.  A STANDARD DISK,
 FX1441'STAMPED B 238 1942.
 FX1441
 FX1441                          STATION RECOVERY (2001)
 FX1441
 FX1441'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1639 ***********************************************************************
 FX1639  DESIGNATION -  B 239
 FX1639  PID         -  FX1639
 FX1639  STATE/COUNTY-  VA/BRUNSWICK
 FX1639  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1639
 FX1639                         *CURRENT SURVEY CONTROL
 FX1639  ___________________________________________________________________
 FX1639* NAD 83(1986)-  36 51 25.     (N)    077 43 49.     (W)     SCALED    
 FX1639* NAVD 88     -        89.979  (meters)     295.21   (feet)  POSTED    
 FX1639  ___________________________________________________________________
 FX1639  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 FX1639  DYNAMIC HT  -          89.910 (meters)     294.98  (feet)  COMP
 FX1639  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 FX1639
 FX1639  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1639
 FX1639.The horizontal coordinates were scaled from a topographic map and have
 FX1639.an estimated accuracy of +/- 6 seconds.
 FX1639
 FX1639.The orthometric height was determined by differential leveling
 FX1639.and adjusted by the National Geodetic Survey in 1992..
 FX1639.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1639.rate of 0.0 thru 1.0 mm/km.
 FX1639
 FX1639.The geoid height was determined by GEOID03.
 FX1639
 FX1639.The dynamic height is computed by dividing the NAVD 88
 FX1639.geopotential number by the normal gravity value computed on the
 FX1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1639.degrees latitude (g = 980.6199 gals.).
 FX1639
 FX1639.The modeled gravity was interpolated from observed gravity values.
 FX1639
 FX1639;                    North         East    Units  Estimated Accuracy
 FX1639;SPC VA S     - 1,058,390.    3,568,640.      MT  (+/- 180 meters Scaled)
 FX1639
 FX1639                          SUPERSEDED SURVEY CONTROL
 FX1639
 FX1639  NGVD 29 (??/??/92)   90.300  (m)          296.26   (f) ADJ UNCH    2 0
 FX1639
 FX1639.Superseded values are not recommended for survey control.
 FX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1639.See file dsdata.txt to determine how the superseded data were derived.
 FX1639
 FX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF565824(NAD 83)
 FX1639_MARKER: DB = BENCH MARK DISK
 FX1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1639_STAMPING: B 239 1942
 FX1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1639+STABILITY: SURFACE MOTION
 FX1639
 FX1639  HISTORY     - Date     Condition        Report By
 FX1639  HISTORY     - 1942     MONUMENTED       CGS
 FX1639  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1639  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 FX1639
 FX1639                          STATION DESCRIPTION
 FX1639
 FX1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1639'2 MI N FROM SMOKY ORDINARY.
 FX1639'ABOUT 2 MILES NORTH ALONG STATE HIGHWAY 140 FROM THE BRIDGE OVER
 FX1639'THE VIRGINIAN RAILWAY AT SMOKY ORDINARY, BRUNSWICK COUNTY,
 FX1639'0.3 MILE SOUTH OF PINEY GROVE CHURCH, AT THE JUNCTION OF A FARM
 FX1639'ROAD LEADING SOUTHEAST, 36 FEET EAST OF THE CENTERLINE OF THE
 FX1639'HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, AT
 FX1639'THE NORTH EDGE OF A CULTIVATED FIELD, AND IN LINE WITH A ROW
 FX1639'OF POWERLINE POLES.  A STANDARD DISK, STAMPED B 239 1942 AND SET
 FX1639'IN THE TOP OF A CONCRETE POST.  MARK LOCATION, NOW COMES IN A
 FX1639'CULTIVATED FIELD AND THE MARK HAVE BEEN DESTROYED.
 FX1639
 FX1639                          STATION RECOVERY (2001)
 FX1639
 FX1639'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0684 ***********************************************************************
 FZ0684  DESIGNATION -  B 24
 FZ0684  PID         -  FZ0684
 FZ0684  STATE/COUNTY-  VA/SMYTH
 FZ0684  USGS QUAD   -  ATKINS (1991)
 FZ0684
 FZ0684                         *CURRENT SURVEY CONTROL
 FZ0684  ___________________________________________________________________
 FZ0684* NAD 83(1986)-  36 51 13.     (N)    081 28 49.     (W)     SCALED    
 FZ0684* NAVD 88     -       672.773  (meters)    2207.26   (feet)  ADJUSTED  
 FZ0684  ___________________________________________________________________
 FZ0684  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0684  DYNAMIC HT  -         672.145 (meters)    2205.20  (feet)  COMP
 FZ0684  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 FZ0684
 FZ0684  VERT ORDER  -  FIRST     CLASS II
 FZ0684
 FZ0684.The horizontal coordinates were scaled from a topographic map and have
 FZ0684.an estimated accuracy of +/- 6 seconds.
 FZ0684
 FZ0684.The orthometric height was determined by differential leveling
 FZ0684.and adjusted by the National Geodetic Survey in June 1991..
 FZ0684
 FZ0684.The geoid height was determined by GEOID03.
 FZ0684
 FZ0684.The dynamic height is computed by dividing the NAVD 88
 FZ0684.geopotential number by the normal gravity value computed on the
 FZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0684.degrees latitude (g = 980.6199 gals.).
 FZ0684
 FZ0684.The modeled gravity was interpolated from observed gravity values.
 FZ0684
 FZ0684;                    North         East    Units  Estimated Accuracy
 FZ0684;SPC VA S     - 1,061,930.    3,234,260.      MT  (+/- 180 meters Scaled)
 FZ0684
 FZ0684                          SUPERSEDED SURVEY CONTROL
 FZ0684
 FZ0684  NGVD 29 (??/??/92)  672.84   (m)         2207.5    (f) COMPUTED    1 2
 FZ0684
 FZ0684.Superseded values are not recommended for survey control.
 FZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0684.See file dsdata.txt to determine how the superseded data were derived.
 FZ0684
 FZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA571787(NAD 83)
 FZ0684_MARKER: DB = BENCH MARK DISK
 FZ0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0684_SP_SET: BACKWALL
 FZ0684_STAMPING: B 24 1931
 FZ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0684
 FZ0684  HISTORY     - Date     Condition        Report By
 FZ0684  HISTORY     - 1931     MONUMENTED       CGS
 FZ0684  HISTORY     - 1978     GOOD             LOCENG
 FZ0684
 FZ0684                          STATION DESCRIPTION
 FZ0684
 FZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FZ0684'2.2 MI E FROM MARION.
 FZ0684'THE MARK IS 2.2 MILES EAST OF MARION, ON THE SOUTH END OF THE
 FZ0684'WEST BACKWALL OF RAILROAD BRIDGE NO. 316 OVER THE HIGHWAY AND
 FZ0684'THE HOLSTON RIVER AND 9.0 FEET SOUTH OF THE SOUTH RAIL.
 FZ0684
 FZ0684                          STATION RECOVERY (1978)
 FZ0684
 FZ0684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FZ0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0685 ***********************************************************************
 FZ0685  DESIGNATION -  B 24 RESET 1938
 FZ0685  PID         -  FZ0685
 FZ0685  STATE/COUNTY-  VA/SMYTH
 FZ0685  USGS QUAD   -  ATKINS (1991)
 FZ0685
 FZ0685                         *CURRENT SURVEY CONTROL
 FZ0685  ___________________________________________________________________
 FZ0685* NAD 83(1986)-  36 51 13.     (N)    081 28 49.     (W)     SCALED    
 FZ0685* NAVD 88     -       673.650  (meters)    2210.13   (feet)  ADJUSTED  
 FZ0685  ___________________________________________________________________
 FZ0685  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0685  DYNAMIC HT  -         673.022 (meters)    2208.07  (feet)  COMP
 FZ0685  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 FZ0685
 FZ0685  VERT ORDER  -  FIRST     CLASS II
 FZ0685
 FZ0685.The horizontal coordinates were scaled from a topographic map and have
 FZ0685.an estimated accuracy of +/- 6 seconds.
 FZ0685
 FZ0685.The orthometric height was determined by differential leveling
 FZ0685.and adjusted by the National Geodetic Survey in June 1991..
 FZ0685
 FZ0685.The geoid height was determined by GEOID03.
 FZ0685
 FZ0685.The dynamic height is computed by dividing the NAVD 88
 FZ0685.geopotential number by the normal gravity value computed on the
 FZ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0685.degrees latitude (g = 980.6199 gals.).
 FZ0685
 FZ0685.The modeled gravity was interpolated from observed gravity values.
 FZ0685
 FZ0685;                    North         East    Units  Estimated Accuracy
 FZ0685;SPC VA S     - 1,061,930.    3,234,260.      MT  (+/- 180 meters Scaled)
 FZ0685
 FZ0685                          SUPERSEDED SURVEY CONTROL
 FZ0685
 FZ0685  NGVD 29 (??/??/92)  673.716  (m)         2210.35   (f) ADJ UNCH    1 2
 FZ0685
 FZ0685.Superseded values are not recommended for survey control.
 FZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0685.See file dsdata.txt to determine how the superseded data were derived.
 FZ0685
 FZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA571787(NAD 83)
 FZ0685_MARKER: DB = BENCH MARK DISK
 FZ0685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0685_STAMPING: B 24 RESET 1938
 FZ0685_MARK LOGO: CGS   
 FZ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0685+STABILITY: SURFACE MOTION
 FZ0685
 FZ0685  HISTORY     - Date     Condition        Report By
 FZ0685  HISTORY     - 1938     MONUMENTED       CGS
 FZ0685  HISTORY     - 1959     GOOD             NGS
 FZ0685  HISTORY     - 1984     GOOD             NGS
 FZ0685
 FZ0685                          STATION DESCRIPTION
 FZ0685
 FZ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0685'2.8 MI NE FROM MARION.
 FZ0685'ABOUT 2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0685'OFFICE AT MARION, THENCE ABOUT 0.1 MILE NORTHWEST ALONG ROAD NO.
 FZ0685'693, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 0.4 MILE
 FZ0685'NORTHEAST OF MILEPOST N 362, 9 FEET SOUTHEAST OF THE SOUTHEAST
 FZ0685'RAIL, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 FZ0685'ABUTMENT OF RAILWAY BRIDGE 316 OVER ROAD NO. 693 AND HOLSTON
 FZ0685'RIVER, AND ABOUT LEVEL WITH THE TRACK.
 FZ0685
 FZ0685                          STATION RECOVERY (1984)
 FZ0685
 FZ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1419 ***********************************************************************
 FX1419  DESIGNATION -  B 240
 FX1419  PID         -  FX1419
 FX1419  STATE/COUNTY-  VA/DINWIDDIE
 FX1419  USGS QUAD   -  CHERRY HILL (1981)
 FX1419
 FX1419                         *CURRENT SURVEY CONTROL
 FX1419  ___________________________________________________________________
 FX1419* NAD 83(1986)-  36 59 11.     (N)    077 34 43.     (W)     SCALED    
 FX1419* NAVD 88     -        77.463  (meters)     254.14   (feet)  POSTED    
 FX1419  ___________________________________________________________________
 FX1419  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FX1419  DYNAMIC HT  -          77.400 (meters)     253.94  (feet)  COMP
 FX1419  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 FX1419
 FX1419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1419
 FX1419.The horizontal coordinates were scaled from a topographic map and have
 FX1419.an estimated accuracy of +/- 6 seconds.
 FX1419
 FX1419.The orthometric height was determined by differential leveling
 FX1419.and adjusted by the National Geodetic Survey in 1992..
 FX1419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1419.rate of 0.0 thru 1.0 mm/km.
 FX1419
 FX1419.The geoid height was determined by GEOID03.
 FX1419
 FX1419.The dynamic height is computed by dividing the NAVD 88
 FX1419.geopotential number by the normal gravity value computed on the
 FX1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1419.degrees latitude (g = 980.6199 gals.).
 FX1419
 FX1419.The modeled gravity was interpolated from observed gravity values.
 FX1419
 FX1419;                    North         East    Units  Estimated Accuracy
 FX1419;SPC VA S     - 1,072,870.    3,582,030.      MT  (+/- 180 meters Scaled)
 FX1419
 FX1419                          SUPERSEDED SURVEY CONTROL
 FX1419
 FX1419  NGVD 29 (??/??/92)   77.795  (m)          255.23   (f) ADJ UNCH    2 0
 FX1419
 FX1419.Superseded values are not recommended for survey control.
 FX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1419.See file dsdata.txt to determine how the superseded data were derived.
 FX1419
 FX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF705964(NAD 83)
 FX1419_MARKER: DB = BENCH MARK DISK
 FX1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1419_STAMPING: B 240 1942
 FX1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1419+STABILITY: SURFACE MOTION
 FX1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1419+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 FX1419
 FX1419  HISTORY     - Date     Condition        Report By
 FX1419  HISTORY     - 1942     MONUMENTED       CGS
 FX1419  HISTORY     - 1961     GOOD             NGS
 FX1419  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1419  HISTORY     - 20010127 GOOD             USPSQD
 FX1419  HISTORY     - 20060114 GOOD             USPSQD
 FX1419
 FX1419                          STATION DESCRIPTION
 FX1419
 FX1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1419'6.9 MI S FROM DINWIDDIE.
 FX1419'6.9 MILES SOUTH ALONG STATE SECONDARY ROADS 626, 660 AND 619
 FX1419'FROM DINWIDDIE, DINWIDDIE COUNTY, AT A NEGRO SCHOOLHOUSE, 80.8
 FX1419'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, IN LINE
 FX1419'WITH A ROW OF POLES, 3 FEET SOUTH OF POLE 135, AND 42.4 FEET EAST
 FX1419'OF THE CENTERLINE OF ROAD 619.  A STANDARD DISK, STAMPED B 240
 FX1419'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2
 FX1419'FOOT ABOVE GROUND.  MARK IS NOW 6.9 MILES SOUTH ALONG HIGHWAY 619
 FX1419'FROM DINWIDDIE.
 FX1419
 FX1419                          STATION RECOVERY (1995)
 FX1419
 FX1419'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1419'MARK NOT FOUND.
 FX1419
 FX1419                          STATION RECOVERY (2001)
 FX1419
 FX1419'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1419'DESCRIPTION IS GOOD EXCEPT DELETE WORDING 'IN LINE WITH A ROW OF
 FX1419'POLES, 3 FEET SOUTH OF POLE 135'. POLES HAVE BEEN REMOVED.
 FX1419
 FX1419                          STATION RECOVERY (2006)
 FX1419
 FX1419'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 FX1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2221 ***********************************************************************
 GV2221  DESIGNATION -  B 241
 GV2221  PID         -  GV2221
 GV2221  STATE/COUNTY-  VA/NOTTOWAY
 GV2221  USGS QUAD   -  WELLVILLE (1981)
 GV2221
 GV2221                         *CURRENT SURVEY CONTROL
 GV2221  ___________________________________________________________________
 GV2221* NAD 83(1986)-  37 09 18.     (N)    077 55 05.     (W)     SCALED    
 GV2221* NAVD 88     -       121.478  (meters)     398.55   (feet)  ADJUSTED  
 GV2221  ___________________________________________________________________
 GV2221  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GV2221  DYNAMIC HT  -         121.391 (meters)     398.26  (feet)  COMP
 GV2221  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 GV2221
 GV2221  VERT ORDER  -  SECOND    CLASS 0
 GV2221
 GV2221.The horizontal coordinates were scaled from a topographic map and have
 GV2221.an estimated accuracy of +/- 6 seconds.
 GV2221
 GV2221.The orthometric height was determined by differential leveling
 GV2221.and adjusted by the National Geodetic Survey in June 1991..
 GV2221
 GV2221.The geoid height was determined by GEOID03.
 GV2221
 GV2221.The dynamic height is computed by dividing the NAVD 88
 GV2221.geopotential number by the normal gravity value computed on the
 GV2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2221.degrees latitude (g = 980.6199 gals.).
 GV2221
 GV2221.The modeled gravity was interpolated from observed gravity values.
 GV2221
 GV2221;                    North         East    Units  Estimated Accuracy
 GV2221;SPC VA S     - 1,091,340.    3,551,690.      MT  (+/- 180 meters Scaled)
 GV2221
 GV2221                          SUPERSEDED SURVEY CONTROL
 GV2221
 GV2221  NGVD 29 (??/??/??)  121.755  (m)          399.46   (f) ADJUSTED    2 0
 GV2221
 GV2221.Superseded values are not recommended for survey control.
 GV2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2221.See file dsdata.txt to determine how the superseded data were derived.
 GV2221
 GV2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG408160(NAD 83)
 GV2221_MARKER: DB = BENCH MARK DISK
 GV2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2221_STAMPING: B 241 1942
 GV2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2221+STABILITY: SURFACE MOTION
 GV2221
 GV2221  HISTORY     - Date     Condition        Report By
 GV2221  HISTORY     - 1942     MONUMENTED       CGS
 GV2221  HISTORY     - 1961     GOOD             CGS
 GV2221  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV2221  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GV2221  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2221
 GV2221                          STATION DESCRIPTION
 GV2221
 GV2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2221'0.4 MI N FROM NORTH WELLVILLE.
 GV2221'0.4 MILE NORTH ALONG STATE HIGHWAY 153 FROM THE JUNCTION OF
 GV2221'SECONDARY STATE HIGHWAY 612 AT NORTH WELLVILLE, NOTTOWAY
 GV2221'COUNTY, 2.6 MILES SOUTH OF THE JUNCTION OF SECONDARY STATE
 GV2221'HIGHWAY 610 AT SPAINVILLE, 0.4 MILE SOUTH OF BELLE FONTE GRANGE
 GV2221'HALL AND THE JUNCTION OF SECONDARY STATE HIGHWAY 608 LEADING
 GV2221'NORTHWEST, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, 94 FEET
 GV2221'SOUTH OF THE CENTERLINE OF THE SIDE ROAD, 22 FEET EAST OF THE
 GV2221'CENTERLINE OF THE HIGHWAY, 4.3 FEET NORTHEAST OF THE NORTHWEST
 GV2221'CORNER OF A FENCE, 1.3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 GV2221'AND ABOUT 1 INCH ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 GV2221'DISK, STAMPED B 241 1942 AND SET IN THE TOP OF A CONCRETE POST
 GV2221'PROJECTING 2 INCHES ABOVE GROUND.
 GV2221
 GV2221                          STATION RECOVERY (1996)
 GV2221
 GV2221'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2221'MARK NOT FOUND.
 GV2221
 GV2221                          STATION RECOVERY (2000)
 GV2221
 GV2221'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2221'MARK NOT FOUND.
 GV2221
 GV2221                          STATION RECOVERY (2001)
 GV2221
 GV2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3486 ***********************************************************************
 GV3486  DESIGNATION -  B 241 RESET 1977
 GV3486  PID         -  GV3486
 GV3486  STATE/COUNTY-  VA/NOTTOWAY
 GV3486  USGS QUAD   -  WELLVILLE (1981)
 GV3486
 GV3486                         *CURRENT SURVEY CONTROL
 GV3486  ___________________________________________________________________
 GV3486* NAD 83(1986)-  37 09 18.     (N)    077 55 05.     (W)     SCALED    
 GV3486* NAVD 88     -       121.08   (meters)     397.2    (feet)  RESET     
 GV3486  ___________________________________________________________________
 GV3486  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GV3486
 GV3486  VERT ORDER  -  THIRD
 GV3486
 GV3486.The horizontal coordinates were scaled from a topographic map and have
 GV3486.an estimated accuracy of +/- 6 seconds.
 GV3486
 GV3486.The orthometric height was computed from unverified reset data.
 GV3486.No vertical observational check was made to the station.
 GV3486
 GV3486.The geoid height was determined by GEOID03.
 GV3486
 GV3486;                    North         East    Units  Estimated Accuracy
 GV3486;SPC VA S     - 1,091,340.    3,551,690.      MT  (+/- 180 meters Scaled)
 GV3486
 GV3486                          SUPERSEDED SURVEY CONTROL
 GV3486
 GV3486  NGVD 29 (??/??/??)  121.35   (m)          398.1    (f) RESET       3  
 GV3486
 GV3486.Superseded values are not recommended for survey control.
 GV3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3486.See file dsdata.txt to determine how the superseded data were derived.
 GV3486
 GV3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG408160(NAD 83)
 GV3486_MARKER: DB = BENCH MARK DISK
 GV3486_SETTING: 0 = UNSPECIFIED SETTING
 GV3486_STAMPING: B 241 RESET 1977
 GV3486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3486+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV3486
 GV3486  HISTORY     - Date     Condition        Report By
 GV3486  HISTORY     - 1977     MONUMENTED       VADH
 GV3486  HISTORY     - 19960105 GOOD             USPSQD
 GV3486  HISTORY     - 20001207 GOOD             USPSQD
 GV3486  HISTORY     - 20010331 GOOD             NGS
 GV3486  HISTORY     - 20060112 GOOD             USPSQD
 GV3486
 GV3486                          STATION DESCRIPTION
 GV3486
 GV3486'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1977
 GV3486'0.4 MI N FROM WELLVILLE.
 GV3486'0.4 MILE NORTH ALONG STATE HIGHWAY 153 FROM THE JUNCTION OF STATE
 GV3486'HIGHWAY 612 IN NORTH WELLVILLE, NOTTAWAY COUNTY, 42 FEET EAST OF
 GV3486'CENTERLINE OF ROUTE 153, 1.5 FEET WEST OF FENCE, 5 FEET NORTHWEST OF T
 GV3486'FENCE CORNER.
 GV3486
 GV3486                          STATION RECOVERY (1996)
 GV3486
 GV3486'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3486'RECOVERED IN GOOD CONDITION.
 GV3486
 GV3486                          STATION RECOVERY (2000)
 GV3486
 GV3486'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV3486'RECOVERED IN GOOD CONDITION.
 GV3486
 GV3486                          STATION RECOVERY (2001)
 GV3486
 GV3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV3486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV3486
 GV3486                          STATION RECOVERY (2006)
 GV3486
 GV3486'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2174 ***********************************************************************
 GV2174  DESIGNATION -  B 243
 GV2174  PID         -  GV2174
 GV2174  STATE/COUNTY-  VA/CHESTERFIELD
 GV2174  USGS QUAD   -  CLAYVILLE (1968)
 GV2174
 GV2174                         *CURRENT SURVEY CONTROL
 GV2174  ___________________________________________________________________
 GV2174* NAD 83(1986)-  37 23 24.     (N)    077 45 57.     (W)     SCALED    
 GV2174* NAVD 88     -       102.871  (meters)     337.50   (feet)  ADJUSTED  
 GV2174  ___________________________________________________________________
 GV2174  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GV2174  DYNAMIC HT  -         102.798 (meters)     337.26  (feet)  COMP
 GV2174  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 GV2174
 GV2174  VERT ORDER  -  SECOND    CLASS 0
 GV2174
 GV2174.The horizontal coordinates were scaled from a topographic map and have
 GV2174.an estimated accuracy of +/- 6 seconds.
 GV2174
 GV2174.The orthometric height was determined by differential leveling
 GV2174.and adjusted by the National Geodetic Survey in June 1991..
 GV2174
 GV2174.The geoid height was determined by GEOID03.
 GV2174
 GV2174.The dynamic height is computed by dividing the NAVD 88
 GV2174.geopotential number by the normal gravity value computed on the
 GV2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2174.degrees latitude (g = 980.6199 gals.).
 GV2174
 GV2174.The modeled gravity was interpolated from observed gravity values.
 GV2174
 GV2174;                    North         East    Units  Estimated Accuracy
 GV2174;SPC VA S     - 1,117,520.    3,565,010.      MT  (+/- 180 meters Scaled)
 GV2174
 GV2174                          SUPERSEDED SURVEY CONTROL
 GV2174
 GV2174  NGVD 29 (??/??/??)  103.159  (m)          338.45   (f) ADJUSTED    2 0
 GV2174
 GV2174.Superseded values are not recommended for survey control.
 GV2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2174.See file dsdata.txt to determine how the superseded data were derived.
 GV2174
 GV2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG551417(NAD 83)
 GV2174_MARKER: DB = BENCH MARK DISK
 GV2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2174_STAMPING: B 243 1942
 GV2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2174+STABILITY: SURFACE MOTION
 GV2174
 GV2174  HISTORY     - Date     Condition        Report By
 GV2174  HISTORY     - 1942     MONUMENTED       CGS
 GV2174  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2174  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2174  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2174  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2174  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2174  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2174
 GV2174                          STATION DESCRIPTION
 GV2174
 GV2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2174'4.4 MI NW FROM WINTERPOCK.
 GV2174'4.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 603 FROM THE
 GV2174'POST OFFICE AT WINTERPOCK, CHESTERFIELD COUNTY, 0.8 MILE
 GV2174'SOUTHEAST OF THE NORTHWEST JUNCTION OF U.S. HIGHWAY 360 AT
 GV2174'SKINQUARTER, AT GRANGE HALL HIGH SCHOOL AND THE SOUTHEAST JUNCTION
 GV2174'OF U.S. HIGHWAY 360, 175 FEET NORTHEAST OF THE NORTHEAST CORNER
 GV2174'OF THE SCHOOL.  44 FEET WEST OF THE CENTERLINE OF SECONDARY STATE
 GV2174'HIGHWAY 603, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD
 GV2174'LEADING TO THE SCHOOL, 2.2 FEET EAST OF A TELEPHONE POLE, AND
 GV2174'1.8 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV2174'DISK, STAMPED B 243 1942 AND SET IN THE TOP OF A CONCRETE POST
 GV2174'FLUSH WITH THE GROUND.
 GV2174
 GV2174                          STATION RECOVERY (1988)
 GV2174
 GV2174'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBK)
 GV2174'MARK NOT FOUND.
 GV2174
 GV2174                          STATION RECOVERY (1991)
 GV2174
 GV2174'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV2174'MARK NOT FOUND.
 GV2174
 GV2174                          STATION RECOVERY (1994)
 GV2174
 GV2174'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2174'MARK NOT FOUND.
 GV2174
 GV2174                          STATION RECOVERY (1999)
 GV2174
 GV2174'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2174'MARK NOT FOUND.
 GV2174
 GV2174                          STATION RECOVERY (2004)
 GV2174
 GV2174'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2174' 
 GV2174' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2213 ***********************************************************************
 GV2213  DESIGNATION -  B 244
 GV2213  PID         -  GV2213
 GV2213  STATE/COUNTY-  VA/AMELIA
 GV2213  USGS QUAD   -  HEBRON (1987)
 GV2213
 GV2213                         *CURRENT SURVEY CONTROL
 GV2213  ___________________________________________________________________
 GV2213* NAD 83(1986)-  37 14 59.     (N)    077 48 51.     (W)     SCALED    
 GV2213* NAVD 88     -        97.261  (meters)     319.10   (feet)  ADJUSTED  
 GV2213  ___________________________________________________________________
 GV2213  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GV2213  DYNAMIC HT  -          97.193 (meters)     318.87  (feet)  COMP
 GV2213  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 GV2213
 GV2213  VERT ORDER  -  SECOND    CLASS 0
 GV2213
 GV2213.The horizontal coordinates were scaled from a topographic map and have
 GV2213.an estimated accuracy of +/- 6 seconds.
 GV2213
 GV2213.The orthometric height was determined by differential leveling
 GV2213.and adjusted by the National Geodetic Survey in June 1991..
 GV2213
 GV2213.The geoid height was determined by GEOID03.
 GV2213
 GV2213.The dynamic height is computed by dividing the NAVD 88
 GV2213.geopotential number by the normal gravity value computed on the
 GV2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2213.degrees latitude (g = 980.6199 gals.).
 GV2213
 GV2213.The modeled gravity was interpolated from observed gravity values.
 GV2213
 GV2213;                    North         East    Units  Estimated Accuracy
 GV2213;SPC VA S     - 1,101,920.    3,560,840.      MT  (+/- 180 meters Scaled)
 GV2213
 GV2213                          SUPERSEDED SURVEY CONTROL
 GV2213
 GV2213  NGVD 29 (??/??/??)   97.549  (m)          320.04   (f) ADJUSTED    2 0
 GV2213
 GV2213.Superseded values are not recommended for survey control.
 GV2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2213.See file dsdata.txt to determine how the superseded data were derived.
 GV2213
 GV2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG504262(NAD 83)
 GV2213_MARKER: DB = BENCH MARK DISK
 GV2213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2213_SP_SET: CULVERT
 GV2213_STAMPING: B 244 1942
 GV2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2213+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2213
 GV2213  HISTORY     - Date     Condition        Report By
 GV2213  HISTORY     - 1942     MONUMENTED       CGS
 GV2213  HISTORY     - 1961     GOOD             CGS
 GV2213  HISTORY     - 19941029 GOOD             USPSQD
 GV2213  HISTORY     - 20000304 GOOD             USPSQD
 GV2213  HISTORY     - 20041109 GOOD             USPSQD
 GV2213
 GV2213                          STATION DESCRIPTION
 GV2213
 GV2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2213'0.5 MI SE FROM MANNBORO.
 GV2213'0.5 MILE EAST-SOUTHEAST ALONG SECONDARY STATE HIGHWAY 708 FROM
 GV2213'THE POST OFFICE AT MANNBORO, AMELIA COUNTY, 0.15 MILE NORTHWEST
 GV2213'OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO BRANCHS RUN CHURCH,
 GV2213'200 FEET NORTH OF A FARMHOUSE, AT THE JUNCTION OF A PRIVATE ROAD
 GV2213'LEADING SOUTH TO THE FARMHOUSE, 21 FEET EAST OF THE CENTERLINE
 GV2213'OF THE PRIVATE ROAD, 13.6 FEET SOUTH OF THE CENTERLINE OF THE
 GV2213'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER
 GV2213'OF THE TOP OF THE SOUTH HEADWALL, AND ABOUT 1/2 FOOT LOWER THAN THE
 GV2213'HIGHWAY.  A STANDARD DISK, STAMPED B 244 1942.
 GV2213
 GV2213                          STATION RECOVERY (1994)
 GV2213
 GV2213'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2213'RECOVERED IN GOOD CONDITION.
 GV2213
 GV2213                          STATION RECOVERY (2000)
 GV2213
 GV2213'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2213'RECOVERED IN GOOD CONDITION.
 GV2213
 GV2213                          STATION RECOVERY (2004)
 GV2213
 GV2213'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2118 ***********************************************************************
 GV2118  DESIGNATION -  B 245
 GV2118  PID         -  GV2118
 GV2118  STATE/COUNTY-  VA/CHESTERFIELD
 GV2118  USGS QUAD   -  CHESTERFIELD (1994)
 GV2118
 GV2118                         *CURRENT SURVEY CONTROL
 GV2118  ___________________________________________________________________
 GV2118* NAD 83(1986)-  37 24 06.     (N)    077 35 40.     (W)     SCALED    
 GV2118* NAVD 88     -        62.003  (meters)     203.42   (feet)  ADJUSTED  
 GV2118  ___________________________________________________________________
 GV2118  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2118  DYNAMIC HT  -          61.959 (meters)     203.28  (feet)  COMP
 GV2118  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 GV2118
 GV2118  VERT ORDER  -  SECOND    CLASS 0
 GV2118
 GV2118.The horizontal coordinates were scaled from a topographic map and have
 GV2118.an estimated accuracy of +/- 6 seconds.
 GV2118
 GV2118.The orthometric height was determined by differential leveling
 GV2118.and adjusted by the National Geodetic Survey in June 1991..
 GV2118
 GV2118.The geoid height was determined by GEOID03.
 GV2118
 GV2118.The dynamic height is computed by dividing the NAVD 88
 GV2118.geopotential number by the normal gravity value computed on the
 GV2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2118.degrees latitude (g = 980.6199 gals.).
 GV2118
 GV2118.The modeled gravity was interpolated from observed gravity values.
 GV2118
 GV2118;                    North         East    Units  Estimated Accuracy
 GV2118;SPC VA S     - 1,118,940.    3,580,170.      MT  (+/- 180 meters Scaled)
 GV2118
 GV2118                          SUPERSEDED SURVEY CONTROL
 GV2118
 GV2118  NGVD 29 (??/??/??)   62.303  (m)          204.41   (f) ADJUSTED    2 0
 GV2118
 GV2118.Superseded values are not recommended for survey control.
 GV2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2118.See file dsdata.txt to determine how the superseded data were derived.
 GV2118
 GV2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG703425(NAD 83)
 GV2118_MARKER: DB = BENCH MARK DISK
 GV2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2118_STAMPING: B 245 1942
 GV2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2118+STABILITY: SURFACE MOTION
 GV2118
 GV2118  HISTORY     - Date     Condition        Report By
 GV2118  HISTORY     - 1942     MONUMENTED       CGS
 GV2118  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2118  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2118  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2118  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 GV2118  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV2118
 GV2118                          STATION DESCRIPTION
 GV2118
 GV2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2118'2.3 MI NW FROM BEACH.
 GV2118'2.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 654 FROM
 GV2118'THE POST OFFICE AT BEACH, CHESTERFIELD COUNTY, THENCE 1.7
 GV2118'MILES NORTHEAST ALONG SECONDARY STATE HIGHWY 653, 114 FEET
 GV2118'SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL, AT THE INTERSECTION
 GV2118'OF SECONDARY STATE HIGHWAY 651, IN THE TRIANGLE AT THE INTERSECTION,
 GV2118'26 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH CONNECTING ROAD,
 GV2118'21 FEET EAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 653,
 GV2118'20 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTH CONNECTING ROAD,
 GV2118'AND 1.4 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV2118'DISK, STAMPED B 245 1942 AND SET IN THE TOP OF A CONCRETE
 GV2118'POST FLUSH WITH THE GROUND.
 GV2118
 GV2118                          STATION RECOVERY (1961)
 GV2118
 GV2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2118'MARK NOT FOUND.
 GV2118
 GV2118                          STATION RECOVERY (1994)
 GV2118
 GV2118'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2118'MARK NOT FOUND.
 GV2118
 GV2118                          STATION RECOVERY (1999)
 GV2118
 GV2118'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2118'MARK NOT FOUND.
 GV2118
 GV2118                          STATION RECOVERY (2004)
 GV2118
 GV2118'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 GV2118'ESTIMATE AREA OF STATION LOCATION NOW UNDER PAVEMENT
 GV2118
 GV2118                          STATION RECOVERY (2005)
 GV2118
 GV2118'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV2118' 
 GV2118' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1235 ***********************************************************************
 GV1235  DESIGNATION -  B 246
 GV1235  PID         -  GV1235
 GV1235  STATE/COUNTY-  VA/HENRICO
 GV1235  USGS QUAD   -  RICHMOND (1994)
 GV1235
 GV1235                         *CURRENT SURVEY CONTROL
 GV1235  ___________________________________________________________________
 GV1235* NAD 83(1986)-  37 34 10.     (N)    077 27 58.     (W)     SCALED    
 GV1235* NAVD 88     -        62.100  (meters)     203.74   (feet)  ADJUSTED  
 GV1235  ___________________________________________________________________
 GV1235  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV1235  DYNAMIC HT  -          62.058 (meters)     203.60  (feet)  COMP
 GV1235  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 GV1235
 GV1235  VERT ORDER  -  FIRST     CLASS II
 GV1235
 GV1235.The horizontal coordinates were scaled from a topographic map and have
 GV1235.an estimated accuracy of +/- 6 seconds.
 GV1235
 GV1235.The orthometric height was determined by differential leveling
 GV1235.and adjusted by the National Geodetic Survey in June 1991..
 GV1235
 GV1235.The geoid height was determined by GEOID03.
 GV1235
 GV1235.The dynamic height is computed by dividing the NAVD 88
 GV1235.geopotential number by the normal gravity value computed on the
 GV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1235.degrees latitude (g = 980.6199 gals.).
 GV1235
 GV1235.The modeled gravity was interpolated from observed gravity values.
 GV1235
 GV1235;                    North         East    Units  Estimated Accuracy
 GV1235;SPC VA S     - 1,137,680.    3,591,330.      MT  (+/- 180 meters Scaled)
 GV1235
 GV1235                          SUPERSEDED SURVEY CONTROL
 GV1235
 GV1235  NGVD 29 (??/??/??)   62.410  (m)          204.76   (f) ADJUSTED    1 2
 GV1235
 GV1235.Superseded values are not recommended for survey control.
 GV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1235.See file dsdata.txt to determine how the superseded data were derived.
 GV1235
 GV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG822609(NAD 83)
 GV1235_MARKER: DB = BENCH MARK DISK
 GV1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1235_SP_SET: PEDESTAL
 GV1235_STAMPING: B 246 1942
 GV1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1235
 GV1235  HISTORY     - Date     Condition        Report By
 GV1235  HISTORY     - 1942     MONUMENTED       CGS
 GV1235  HISTORY     - 1956     MARK NOT FOUND   USGS
 GV1235  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1235  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV1235  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1235  HISTORY     - 20040225 MARK NOT FOUND   USPSQD
 GV1235  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1235
 GV1235                          STATION DESCRIPTION
 GV1235
 GV1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1235'AT RICHMOND.
 GV1235'AT RICHMOND, HENRICO COUNTY, ABOUT 0.6 MILE NORTHWEST ALONG THE
 GV1235'RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD FROM BROAD STREET
 GV1235'STATION, AT THE STATE HIGHWAY 161 OVERPASS, IN THE EAST FACE OF THE
 GV1235'EAST CONCRETE PEDESTAL OF THE FIRST ROW OF PEDESTALS NORTH OF THE
 GV1235'TRACK, 18 INCHES NORTH OF THE SOUTHEAST CORNER OF THE PEDESTAL,
 GV1235'AND 3 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED B 246 1942
 GV1235'AND SET VERTICALLY.
 GV1235
 GV1235                          STATION RECOVERY (1956)
 GV1235
 GV1235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GV1235'MARK NOT FOUND.
 GV1235
 GV1235                          STATION RECOVERY (1994)
 GV1235
 GV1235'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1235'MARK NOT FOUND.
 GV1235
 GV1235                          STATION RECOVERY (1996)
 GV1235
 GV1235'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1235'MARK NOT FOUND.
 GV1235
 GV1235                          STATION RECOVERY (2000)
 GV1235
 GV1235'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV1235'MARK NOT FOUND.
 GV1235
 GV1235                          STATION RECOVERY (2004)
 GV1235
 GV1235'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1235'MARK NOT FOUND.
 GV1235
 GV1235                          STATION RECOVERY (2005)
 GV1235
 GV1235'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1637 ***********************************************************************
 GV1637  DESIGNATION -  B 247
 GV1637  PID         -  GV1637
 GV1637  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1637  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1637
 GV1637                         *CURRENT SURVEY CONTROL
 GV1637  ___________________________________________________________________
 GV1637* NAD 83(1986)-  37 14 24.     (N)    077 22 17.     (W)     SCALED    
 GV1637* NAVD 88     -        12.503  (meters)      41.02   (feet)  ADJUSTED  
 GV1637  ___________________________________________________________________
 GV1637  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1637  DYNAMIC HT  -          12.494 (meters)      40.99  (feet)  COMP
 GV1637  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 GV1637
 GV1637  VERT ORDER  -  FIRST     CLASS II
 GV1637
 GV1637.The horizontal coordinates were scaled from a topographic map and have
 GV1637.an estimated accuracy of +/- 6 seconds.
 GV1637
 GV1637.The orthometric height was determined by differential leveling
 GV1637.and adjusted by the National Geodetic Survey in June 1991..
 GV1637
 GV1637.The geoid height was determined by GEOID03.
 GV1637
 GV1637.The dynamic height is computed by dividing the NAVD 88
 GV1637.geopotential number by the normal gravity value computed on the
 GV1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1637.degrees latitude (g = 980.6199 gals.).
 GV1637
 GV1637.The modeled gravity was interpolated from observed gravity values.
 GV1637
 GV1637;                    North         East    Units  Estimated Accuracy
 GV1637;SPC VA S     - 1,101,220.    3,600,140.      MT  (+/- 180 meters Scaled)
 GV1637
 GV1637                          SUPERSEDED SURVEY CONTROL
 GV1637
 GV1637  NGVD 29 (??/??/??)   12.861  (m)           42.19   (f) ADJUSTED    1 2
 GV1637
 GV1637.Superseded values are not recommended for survey control.
 GV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1637.See file dsdata.txt to determine how the superseded data were derived.
 GV1637
 GV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG896241(NAD 83)
 GV1637_MARKER: DB = BENCH MARK DISK
 GV1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1637_SP_SET: CULVERT
 GV1637_STAMPING: B 247 1942
 GV1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1637
 GV1637  HISTORY     - Date     Condition        Report By
 GV1637  HISTORY     - 1942     MONUMENTED       CGS
 GV1637  HISTORY     - 1963     GOOD             CGS
 GV1637  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1637  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1637  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1637  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1637
 GV1637                          STATION DESCRIPTION
 GV1637
 GV1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1637'1.7 MI E FROM PETERSBURG.
 GV1637'IN PRINCE GEORGE COUNTY, ABOUT 1.7 MILES EAST ALONG THE CITY POINT
 GV1637'BRANCH OF THE NORFOLK AND WESTERN RAILWAY FROM THE PASSENGER
 GV1637'STATION AT PETERSBURG, ABOUT 0.2 MILE WEST OF MILEPOST P 2, ABOUT
 GV1637'215 FEET EAST OF THE CENTER OF THE CROSSING OF A TAR-AND-GRAVEL
 GV1637'ROAD, ABOUT 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN
 GV1637'NIGHT CLUB, 65.5 FEET EAST OF A POLE, IN THE HEAD WALL OF A
 GV1637'CONCRETE CULVERT, 20 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2-1/2
 GV1637'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 247 1942.
 GV1637'NOTE-- AT THE CROSSING OF SECONDARY STATE HIGHWAY 645 AND 35
 GV1637'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SERVICE STATION.
 GV1637
 GV1637                          STATION RECOVERY (1988)
 GV1637
 GV1637'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1637'MARK NOT FOUND.
 GV1637
 GV1637                          STATION RECOVERY (1998)
 GV1637
 GV1637'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1637'MARK NOT FOUND.
 GV1637
 GV1637                          STATION RECOVERY (2003)
 GV1637
 GV1637'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1637'MARK NOT FOUND.
 GV1637
 GV1637                          STATION RECOVERY (2004)
 GV1637
 GV1637'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2328 ***********************************************************************
 GV2328  DESIGNATION -  B 248
 GV2328  PID         -  GV2328
 GV2328  STATE/COUNTY-  VA/DINWIDDIE
 GV2328  USGS QUAD   -  DARVILLS (1980)
 GV2328
 GV2328                         *CURRENT SURVEY CONTROL
 GV2328  ___________________________________________________________________
 GV2328* NAD 83(1986)-  37 04 30.     (N)    077 51 41.     (W)     SCALED    
 GV2328* NAVD 88     -       109.993  (meters)     360.87   (feet)  POSTED    
 GV2328  ___________________________________________________________________
 GV2328  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 GV2328  DYNAMIC HT  -         109.910 (meters)     360.60  (feet)  COMP
 GV2328  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 GV2328
 GV2328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV2328
 GV2328.The horizontal coordinates were scaled from a topographic map and have
 GV2328.an estimated accuracy of +/- 6 seconds.
 GV2328
 GV2328.The orthometric height was determined by differential leveling
 GV2328.and adjusted by the National Geodetic Survey in 1992..
 GV2328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV2328.rate of 1.1 thru 2.0 mm/km.
 GV2328
 GV2328.The geoid height was determined by GEOID03.
 GV2328
 GV2328.The dynamic height is computed by dividing the NAVD 88
 GV2328.geopotential number by the normal gravity value computed on the
 GV2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2328.degrees latitude (g = 980.6199 gals.).
 GV2328
 GV2328.The modeled gravity was interpolated from observed gravity values.
 GV2328
 GV2328;                    North         East    Units  Estimated Accuracy
 GV2328;SPC VA S     - 1,082,500.    3,556,790.      MT  (+/- 180 meters Scaled)
 GV2328
 GV2328                          SUPERSEDED SURVEY CONTROL
 GV2328
 GV2328  NGVD 29 (??/??/??)  110.294  (m)          361.86   (f) ADJUSTED    2 0
 GV2328
 GV2328.Superseded values are not recommended for survey control.
 GV2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2328.See file dsdata.txt to determine how the superseded data were derived.
 GV2328
 GV2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG456070(NAD 83)
 GV2328_MARKER: DB = BENCH MARK DISK
 GV2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2328_STAMPING: B 248 1942
 GV2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2328+STABILITY: SURFACE MOTION
 GV2328
 GV2328  HISTORY     - Date     Condition        Report By
 GV2328  HISTORY     - 1942     MONUMENTED       CGS
 GV2328  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2328  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2328  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV2328
 GV2328                          STATION DESCRIPTION
 GV2328
 GV2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2328'2 MI W FROM DARVILLE.
 GV2328'1.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF
 GV2328'STATE SECONDARY ROAD 613 AT DARVILLS, DINWIDDIE COUNTY, THENCE
 GV2328'0.1 MILE NORTH ALONG STATE SECONDARY ROAD 643, 65 FEET SOUTHEAST
 GV2328'ACROSS THE ROAD FROM THE ONLY APPLE TREE IN A CULTIVATED FIELD,
 GV2328'26.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND AT THE JUNCTION
 GV2328'OF A DIRT ROAD LEADING EAST INTO A WOODS, A STANDARD DISK,
 GV2328'STAMPED B 248 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2328
 GV2328                          STATION RECOVERY (1995)
 GV2328
 GV2328'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2328'MARK NOT FOUND.
 GV2328
 GV2328                          STATION RECOVERY (2000)
 GV2328
 GV2328'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0343 ***********************************************************************
 GW0343  DESIGNATION -  B 249 RESET 1973
 GW0343  PID         -  GW0343
 GW0343  STATE/COUNTY-  VA/NOTTOWAY
 GW0343  USGS QUAD   -  CREWE WEST (1987)
 GW0343
 GW0343                         *CURRENT SURVEY CONTROL
 GW0343  ___________________________________________________________________
 GW0343* NAD 83(1986)-  37 10 05.     (N)    078 11 23.     (W)     SCALED    
 GW0343* NAVD 88     -       155.42   (+/-2cm)     509.9    (feet)  VERTCON   
 GW0343  ___________________________________________________________________
 GW0343  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GW0343
 GW0343  VERT ORDER  -  THIRD (See Below)
 GW0343
 GW0343.The horizontal coordinates were scaled from a topographic map and have
 GW0343.an estimated accuracy of +/- 6 seconds.
 GW0343
 GW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0343.The vertical order pertains to the NGVD 29 superseded value.
 GW0343
 GW0343.The geoid height was determined by GEOID03.
 GW0343
 GW0343;                    North         East    Units  Estimated Accuracy
 GW0343;SPC VA S     - 1,092,680.    3,527,560.      MT  (+/- 180 meters Scaled)
 GW0343
 GW0343                          SUPERSEDED SURVEY CONTROL
 GW0343
 GW0343  NGVD 29 (03/21/06)  155.65   (m)          510.7    (f) RESET       3  
 GW0343
 GW0343.Superseded values are not recommended for survey control.
 GW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0343.See file dsdata.txt to determine how the superseded data were derived.
 GW0343
 GW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB495172(NAD 83)
 GW0343_MARKER: DB = BENCH MARK DISK
 GW0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0343_STAMPING: B 249 RESET 1973
 GW0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0343+STABILITY: SURFACE MOTION
 GW0343
 GW0343  HISTORY     - Date     Condition        Report By
 GW0343  HISTORY     - 1973     MONUMENTED       NGS
 GW0343  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0343  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0343
 GW0343                          STATION DESCRIPTION
 GW0343
 GW0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GW0343'2.1 MI S FROM BURKEVILLE.
 GW0343'2.1 MILES SOUTH ALONG STATE HWY 49 FROM RAILROAD STATION AT
 GW0343'BURKEVILLE, NOTTOWAY CO., AT A DIRT ROAD LEADING S.W. TO A
 GW0343'1-STORY BRICK HOUSE, 39 FT. S.W. AT THE CENTERLINE OF THE HIGHWAY,
 GW0343'10 FEET N.W. OF THE CENTERLINE OF THE DIRT ROAD, AND 1 FOOT
 GW0343'FROM A METAL WITNESS POST.  A STANDARD DISK, STAMPED B 249 RESET
 GW0343'1973 AND SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 GW0343'ABOVE GROUND.  ORIGINAL WAS DESTROYED.
 GW0343
 GW0343                          STATION RECOVERY (2000)
 GW0343
 GW0343'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0343'MARK NOT FOUND.
 GW0343
 GW0343                          STATION RECOVERY (2001)
 GW0343
 GW0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0075 ***********************************************************************
 GA0075  DESIGNATION -  B 25
 GA0075  PID         -  GA0075
 GA0075  STATE/COUNTY-  VA/WISE
 GA0075  USGS QUAD   -  ST PAUL (1991)
 GA0075
 GA0075                         *CURRENT SURVEY CONTROL
 GA0075  ___________________________________________________________________
 GA0075* NAD 83(1986)-  36 54 15.     (N)    082 18 41.     (W)     SCALED    
 GA0075* NAVD 88     -       453.401  (meters)    1487.53   (feet)  ADJUSTED  
 GA0075  ___________________________________________________________________
 GA0075  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0075  DYNAMIC HT  -         452.999 (meters)    1486.21  (feet)  COMP
 GA0075  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GA0075
 GA0075  VERT ORDER  -  SECOND    CLASS 0
 GA0075
 GA0075.The horizontal coordinates were scaled from a topographic map and have
 GA0075.an estimated accuracy of +/- 6 seconds.
 GA0075
 GA0075.The orthometric height was determined by differential leveling
 GA0075.and adjusted by the National Geodetic Survey in June 1991..
 GA0075
 GA0075.The geoid height was determined by GEOID03.
 GA0075
 GA0075.The dynamic height is computed by dividing the NAVD 88
 GA0075.geopotential number by the normal gravity value computed on the
 GA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0075.degrees latitude (g = 980.6199 gals.).
 GA0075
 GA0075.The modeled gravity was interpolated from observed gravity values.
 GA0075
 GA0075;                    North         East    Units  Estimated Accuracy
 GA0075;SPC VA S     - 1,070,200.    3,160,420.      MT  (+/- 180 meters Scaled)
 GA0075
 GA0075                          SUPERSEDED SURVEY CONTROL
 GA0075
 GA0075  NGVD 29 (??/??/92)  453.550  (m)         1488.02   (f) ADJ UNCH    2 0
 GA0075
 GA0075.Superseded values are not recommended for survey control.
 GA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0075.See file dsdata.txt to determine how the superseded data were derived.
 GA0075
 GA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA831850(NAD 83)
 GA0075_MARKER: DD = SURVEY DISK
 GA0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0075_SP_SET: WINDOW LEDGE
 GA0075_STAMPING: 1488 B 25 1929
 GA0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0075
 GA0075  HISTORY     - Date     Condition        Report By
 GA0075  HISTORY     - 1929     MONUMENTED       USGS
 GA0075  HISTORY     - 1935     GOOD             NGS
 GA0075  HISTORY     - 1963     POOR             USGS
 GA0075
 GA0075                          STATION DESCRIPTION
 GA0075
 GA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0075'AT ST PAUL.
 GA0075'AT ST. PAUL, WISE COUNTY, AT THE ST. PAUL NATIONAL BANK, ON
 GA0075'THE SOUTH SIDE OF THE BUILDING, AND IN THE TOP OF THE LEDGE
 GA0075'OF THE WEST BASEMENT WINDOW.  A UNITED STATES GEOLOGICAL SURVEY
 GA0075'STANDARD DISK, STAMPED 1488 B 25 1929.
 GA0075
 GA0075                          STATION RECOVERY (1963)
 GA0075
 GA0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GA0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0370 ***********************************************************************
 GW0370  DESIGNATION -  B 250
 GW0370  PID         -  GW0370
 GW0370  STATE/COUNTY-  VA/LUNENBURG
 GW0370  USGS QUAD   -  RUBERMONT (1981)
 GW0370
 GW0370                         *CURRENT SURVEY CONTROL
 GW0370  ___________________________________________________________________
 GW0370* NAD 83(1986)-  37 03 52.     (N)    078 11 25.     (W)     SCALED    
 GW0370* NAVD 88     -       142.985  (meters)     469.11   (feet)  POSTED    
 GW0370  ___________________________________________________________________
 GW0370  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW0370  DYNAMIC HT  -         142.880 (meters)     468.77  (feet)  COMP
 GW0370  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 GW0370
 GW0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0370
 GW0370.The horizontal coordinates were scaled from a topographic map and have
 GW0370.an estimated accuracy of +/- 6 seconds.
 GW0370
 GW0370.The orthometric height was determined by differential leveling
 GW0370.and adjusted by the National Geodetic Survey in 1992..
 GW0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0370.rate of 0.0 thru 1.0 mm/km.
 GW0370
 GW0370.The geoid height was determined by GEOID03.
 GW0370
 GW0370.The dynamic height is computed by dividing the NAVD 88
 GW0370.geopotential number by the normal gravity value computed on the
 GW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0370.degrees latitude (g = 980.6199 gals.).
 GW0370
 GW0370.The modeled gravity was interpolated from observed gravity values.
 GW0370
 GW0370;                    North         East    Units  Estimated Accuracy
 GW0370;SPC VA S     - 1,081,180.    3,527,540.      MT  (+/- 180 meters Scaled)
 GW0370
 GW0370                          SUPERSEDED SURVEY CONTROL
 GW0370
 GW0370  NGVD 29 (??/??/92)  143.233  (m)          469.92   (f) ADJ UNCH    2 0
 GW0370
 GW0370.Superseded values are not recommended for survey control.
 GW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0370.See file dsdata.txt to determine how the superseded data were derived.
 GW0370
 GW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB498057(NAD 83)
 GW0370_MARKER: DB = BENCH MARK DISK
 GW0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0370_SP_SET: CULVERT
 GW0370_STAMPING: B 250 1942
 GW0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0370
 GW0370  HISTORY     - Date     Condition        Report By
 GW0370  HISTORY     - 1942     MONUMENTED       CGS
 GW0370  HISTORY     - 1961     GOOD             NGS
 GW0370  HISTORY     - 1965     GOOD             NGS
 GW0370  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0370
 GW0370                          STATION DESCRIPTION
 GW0370
 GW0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0370'12.2 MI W FROM BLACKSTONE.
 GW0370'IN LUNENBURG COUNTY, 12.2 MILES WEST ALONG STATE SECONDARY ROAD
 GW0370'626 FROM THE NORFOLK AND WESTERN RAILWAY CROSSING AT BLACKSTONE,
 GW0370'NOTTOWAY COUNTY, 1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 49,
 GW0370'110 FEET WEST OF A FARM-ROAD JUNCTION, AT A CONCRETE CULVERT, IN
 GW0370'THE WEST END OF THE NORTH HEADWALL, 14 FEET NORTH OF THE CENTERLINE
 GW0370'OF THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 GW0370'B 250 1942.  NOTE-- THE MARK IS OPPOSITE A POWER POLE AND ABOUT
 GW0370'300 FEET WEST OF A POWER POLE WITH TRANSFORMER.
 GW0370
 GW0370                          STATION RECOVERY (1965)
 GW0370
 GW0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0370'RECOVERED IN GOOD CONDITION.
 GW0370
 GW0370                          STATION RECOVERY (2001)
 GW0370
 GW0370'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0120 ***********************************************************************
 HW0120  DESIGNATION -  B 251
 HW0120  PID         -  HW0120
 HW0120  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0120  USGS QUAD   -  WASHINGTON (1994)
 HW0120
 HW0120                         *CURRENT SURVEY CONTROL
 HW0120  ___________________________________________________________________
 HW0120* NAD 83(1986)-  38 37 56.     (N)    078 11 31.     (W)     SCALED    
 HW0120* NAVD 88     -       183.854  (meters)     603.19   (feet)  ADJUSTED  
 HW0120  ___________________________________________________________________
 HW0120  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW0120  DYNAMIC HT  -         183.734 (meters)     602.80  (feet)  COMP
 HW0120  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 HW0120
 HW0120  VERT ORDER  -  SECOND    CLASS 0
 HW0120
 HW0120.The horizontal coordinates were scaled from a topographic map and have
 HW0120.an estimated accuracy of +/- 6 seconds.
 HW0120
 HW0120.The orthometric height was determined by differential leveling
 HW0120.and adjusted by the National Geodetic Survey in June 1991..
 HW0120
 HW0120.The geoid height was determined by GEOID03.
 HW0120
 HW0120.The dynamic height is computed by dividing the NAVD 88
 HW0120.geopotential number by the normal gravity value computed on the
 HW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0120.degrees latitude (g = 980.6199 gals.).
 HW0120
 HW0120.The modeled gravity was interpolated from observed gravity values.
 HW0120
 HW0120;                    North         East    Units  Estimated Accuracy
 HW0120;SPC VA N     - 2,107,220.    3,526,820.      MT  (+/- 180 meters Scaled)
 HW0120
 HW0120                          SUPERSEDED SURVEY CONTROL
 HW0120
 HW0120  NGVD 29 (??/??/92)  184.051  (m)          603.84   (f) ADJ UNCH    2 0
 HW0120
 HW0120.Superseded values are not recommended for survey control.
 HW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0120.See file dsdata.txt to determine how the superseded data were derived.
 HW0120
 HW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC444797(NAD 83)
 HW0120_MARKER: DB = BENCH MARK DISK
 HW0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0120_SP_SET: CULVERT
 HW0120_STAMPING: B 251 1942
 HW0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0120
 HW0120  HISTORY     - Date     Condition        Report By
 HW0120  HISTORY     - 1942     MONUMENTED       CGS
 HW0120
 HW0120                          STATION DESCRIPTION
 HW0120
 HW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0120'2.3 MI NW FROM WOODVILLE.
 HW0120'2.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 3 FROM THE POST OFFICE
 HW0120'AT WOODVILLE, SET AT THE SOUTHEAST CORNER OF THE NORTHEAST
 HW0120'HEADWALL IN THE TOP OF THE WINGWALL OF A 3 FT X 3 FT 1/2 IN CONCRETE
 HW0120'CULVERT UNDER HIGHWAY, 57 FEET SOUTH OF THE SOUTH CORNER OF A
 HW0120'CONCRETE BRIDGE ON THE OLD HIGHWAY, 57 FEET NORTH OF POLE NO. 549,
 HW0120'20.4 FEET NORTHEAST OF CENTERLINE OF NEW HIGHWAY, ABOUT 1.5 FEET
 HW0120'BELOW ROAD LEVEL.  A STANDARD DISK, STAMPED B 251 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3001 ***********************************************************************
 JV3001  DESIGNATION -  B 252
 JV3001  PID         -  JV3001
 JV3001  STATE/COUNTY-  VA/LOUDOUN
 JV3001  USGS QUAD   -  WATERFORD (1984)
 JV3001
 JV3001                         *CURRENT SURVEY CONTROL
 JV3001  ___________________________________________________________________
 JV3001* NAD 83(1986)-  39 08 13.     (N)    077 32 46.     (W)     SCALED    
 JV3001* NAVD 88     -        77.806  (meters)     255.27   (feet)  ADJUSTED  
 JV3001  ___________________________________________________________________
 JV3001  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JV3001  DYNAMIC HT  -          77.763 (meters)     255.13  (feet)  COMP
 JV3001  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 JV3001
 JV3001  VERT ORDER  -  FIRST     CLASS II
 JV3001
 JV3001.The horizontal coordinates were scaled from a topographic map and have
 JV3001.an estimated accuracy of +/- 6 seconds.
 JV3001
 JV3001.The orthometric height was determined by differential leveling
 JV3001.and adjusted by the National Geodetic Survey in April 2001..
 JV3001
 JV3001.The geoid height was determined by GEOID03.
 JV3001
 JV3001.The dynamic height is computed by dividing the NAVD 88
 JV3001.geopotential number by the normal gravity value computed on the
 JV3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3001.degrees latitude (g = 980.6199 gals.).
 JV3001
 JV3001.The modeled gravity was interpolated from observed gravity values.
 JV3001
 JV3001;                    North         East    Units  Estimated Accuracy
 JV3001;SPC VA N     - 2,163,630.    3,582,470.      MT  (+/- 180 meters Scaled)
 JV3001
 JV3001                          SUPERSEDED SURVEY CONTROL
 JV3001
 JV3001  NAVD 88 (06/15/91)   77.799  (m)          255.25   (f) UNKNOWN     1 2
 JV3001  NGVD 29 (??/??/??)   78.017  (m)          255.96   (f) ADJUSTED    1 2
 JV3001
 JV3001.Superseded values are not recommended for survey control.
 JV3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3001.See file dsdata.txt to determine how the superseded data were derived.
 JV3001
 JV3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ799350(NAD 83)
 JV3001_MARKER: DB = BENCH MARK DISK
 JV3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3001_STAMPING: B 252 1942
 JV3001_MARK LOGO: CGS   
 JV3001_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3001+STABILITY: SURFACE MOTION
 JV3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3001+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 JV3001
 JV3001  HISTORY     - Date     Condition        Report By
 JV3001  HISTORY     - 1942     MONUMENTED       CGS
 JV3001  HISTORY     - 19950323 GOOD             NGS
 JV3001  HISTORY     - 20040821 GOOD             GEOCAC
 JV3001
 JV3001                          STATION DESCRIPTION
 JV3001
 JV3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3001'1.9 MI N FROM LEESBURG.
 JV3001'1.9 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE COURTHOUSE AT
 JV3001'LEESBURG, LOUDOUN COUNTY, 76 FEET NORTH OF POLE K-46, 47 FEET
 JV3001'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, AT THE
 JV3001'NORTHWEST CORNER OF A FIELD, 32 FEET EAST OF THE CENTERLINE OF THE
 JV3001'HIGHWAY, 4.6 FEET SOUTHEAST OF A CORNER FENCE POST, 3.6 FEET
 JV3001'EAST OF THE RIGHT-OF-WAY FENCE, 3.3 FEET SOUTH OF THE EAST-AND-WEST
 JV3001'FENCE, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 JV3001'STANDARD DISK, STAMPED B 252 1942 AND SET IN THE TOP OF A CONCRETE
 JV3001'POST.
 JV3001
 JV3001                          STATION RECOVERY (1995)
 JV3001
 JV3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JV3001'4.2 KM (2.60 MI) NORTHERLY ALONG U.S.  HIGHWAY 15 FROM THE JUNCTION OF
 JV3001'STATE HIGHWAY 7 IN LEESBURG, THENCE 0.3 KM (0.20 MI) EASTERLY AND THEN
 JV3001'SOUTHERLY ALONG LITTLE SPRING ROAD, 14.0 M (45.9 FT) SOUTHEAST OF THE
 JV3001'SOUTHEAST CORNER OF A BRIDGE, 9.9 M (32.5 FT) EAST OF THE ROAD CENTER,
 JV3001'5.2 M (17.1 FT) SOUTH OF THE CENTER OF ROAD NUMBER 17320, 1.1 M (3.6
 JV3001'FT) SOUTH OF A WITNESS POST AND FENCE CORNER, 0.5 M (1.6 FT) EAST OF A
 JV3001'FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROADS, AND THE MONUMENT
 JV3001'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 JV3001
 JV3001                          STATION RECOVERY (2004)
 JV3001
 JV3001'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JV3001'STATION FOUND AS DESCRIBED IN 1995. NOTE THAT LITTLE SPRING ROAD,
 JV3001'APPARENTLY THE FORMER U.S. 15, IS PARALLEL TO AND EAST OF THE PRESENT
 JV3001'U.S. 15. ROAD 17320, MENTIONED IN THE 1995 DESCRIPTION, IS UNMARKED AT
 JV3001'THIS INTERSECTION, BUT IS ABOUT HALFWAY BETWEEN THE WOODEN BRIDGE AND
 JV3001'THE DEAD END OF LITTLE SPRING ROAD. STATION IS JUST INSIDE (SOUTHEAST
 JV3001'OF) THE CORNER OF A WIRE FENCE.
 JV3001' 
 JV3001'GARMIN ETREX HANDHELD CONSUMER GPS LOCATES STATION AT N39 08 13.3,
 JV3001'W077 32 48.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3118 ***********************************************************************
 JV3118  DESIGNATION -  B 253
 JV3118  PID         -  JV3118
 JV3118  STATE/COUNTY-  VA/LOUDOUN
 JV3118  USGS QUAD   -  BLUEMONT (1981)
 JV3118
 JV3118                         *CURRENT SURVEY CONTROL
 JV3118  ___________________________________________________________________
 JV3118* NAD 83(1986)-  39 01 36.     (N)    077 48 08.     (W)     SCALED    
 JV3118* NAVD 88     -       153.358  (meters)     503.14   (feet)  ADJUSTED  
 JV3118  ___________________________________________________________________
 JV3118  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JV3118  DYNAMIC HT  -         153.267 (meters)     502.84  (feet)  COMP
 JV3118  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JV3118
 JV3118  VERT ORDER  -  SECOND    CLASS 0
 JV3118
 JV3118.The horizontal coordinates were scaled from a topographic map and have
 JV3118.an estimated accuracy of +/- 6 seconds.
 JV3118
 JV3118.The orthometric height was determined by differential leveling
 JV3118.and adjusted by the National Geodetic Survey in June 1991..
 JV3118
 JV3118.The geoid height was determined by GEOID03.
 JV3118
 JV3118.The dynamic height is computed by dividing the NAVD 88
 JV3118.geopotential number by the normal gravity value computed on the
 JV3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3118.degrees latitude (g = 980.6199 gals.).
 JV3118
 JV3118.The modeled gravity was interpolated from observed gravity values.
 JV3118
 JV3118;                    North         East    Units  Estimated Accuracy
 JV3118;SPC VA N     - 2,151,190.    3,560,420.      MT  (+/- 180 meters Scaled)
 JV3118
 JV3118                          SUPERSEDED SURVEY CONTROL
 JV3118
 JV3118  NGVD 29 (??/??/??)  153.566  (m)          503.82   (f) ADJUSTED    2 0
 JV3118
 JV3118.Superseded values are not recommended for survey control.
 JV3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3118.See file dsdata.txt to determine how the superseded data were derived.
 JV3118
 JV3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ574234(NAD 83)
 JV3118_MARKER: DB = BENCH MARK DISK
 JV3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3118_STAMPING: B 253 1942
 JV3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3118+STABILITY: SURFACE MOTION
 JV3118
 JV3118  HISTORY     - Date     Condition        Report By
 JV3118  HISTORY     - 1942     MONUMENTED       CGS
 JV3118
 JV3118                          STATION DESCRIPTION
 JV3118
 JV3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3118'0.6 MI SE FROM WILLISVILLE.
 JV3118'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 743 FROM THE INTERSECTION
 JV3118'OF STATE HIGHWAY 623 AT WILLISVILLE, LOUDOUN COUNTY, THENCE
 JV3118'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 719, 0.95 MILE SOUTHWEST
 JV3118'OF UNISON, 0.45 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 JV3118'744 LEADING SOUTHEAST, 0.1 MILE NORTH OF THE JUNCTION OF A
 JV3118'PRIVATE ROAD, AT THE SOUTH CORNER OF A PASTURE, 250 FEET
 JV3118'SOUTHEAST OF A TWO-STORY WHITE FARMHOUSE, 103 FEET NORTHEAST
 JV3118'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST TO THE
 JV3118'HOUSE, 75.5 FEET NORTHWEST OF THE NORTH CORNER OF A ROCK FENCE
 JV3118'AROUND A CEMETERY, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 JV3118'HIGHWAY, 2.5 FEET SOUTH OF THE SOUTHWEST PASTURE GATEPOST, AND
 JV3118'1.2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JV3118'DISK, STAMPED B 253 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3138 ***********************************************************************
 JV3138  DESIGNATION -  B 254
 JV3138  PID         -  JV3138
 JV3138  STATE/COUNTY-  VA/CLARKE
 JV3138  USGS QUAD   -  BLUEMONT (1981)
 JV3138
 JV3138                         *CURRENT SURVEY CONTROL
 JV3138  ___________________________________________________________________
 JV3138* NAD 83(1986)-  39 05 42.     (N)    077 51 31.     (W)     SCALED    
 JV3138* NAVD 88     -       458.123  (meters)    1503.03   (feet)  ADJUSTED  
 JV3138  ___________________________________________________________________
 JV3138  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JV3138  DYNAMIC HT  -         457.835 (meters)    1502.08  (feet)  COMP
 JV3138  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JV3138
 JV3138  VERT ORDER  -  SECOND    CLASS 0
 JV3138
 JV3138.The horizontal coordinates were scaled from a topographic map and have
 JV3138.an estimated accuracy of +/- 6 seconds.
 JV3138
 JV3138.The orthometric height was determined by differential leveling
 JV3138.and adjusted by the National Geodetic Survey in June 1991..
 JV3138
 JV3138.The geoid height was determined by GEOID03.
 JV3138
 JV3138.The dynamic height is computed by dividing the NAVD 88
 JV3138.geopotential number by the normal gravity value computed on the
 JV3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3138.degrees latitude (g = 980.6199 gals.).
 JV3138
 JV3138.The modeled gravity was interpolated from observed gravity values.
 JV3138
 JV3138;                    North         East    Units  Estimated Accuracy
 JV3138;SPC VA N     - 2,158,740.    3,555,490.      MT  (+/- 180 meters Scaled)
 JV3138
 JV3138                          SUPERSEDED SURVEY CONTROL
 JV3138
 JV3138  NGVD 29 (??/??/??)  458.329  (m)         1503.70   (f) ADJUSTED    2 0
 JV3138
 JV3138.Superseded values are not recommended for survey control.
 JV3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3138.See file dsdata.txt to determine how the superseded data were derived.
 JV3138
 JV3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ527312(NAD 83)
 JV3138_MARKER: DB = BENCH MARK DISK
 JV3138_SETTING: 66 = SET IN ROCK OUTCROP
 JV3138_SP_SET: ROCK OUTCROP
 JV3138_STAMPING: B 254 1942
 JV3138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3138+STABILITY: POSITION/ELEVATION WELL
 JV3138
 JV3138  HISTORY     - Date     Condition        Report By
 JV3138  HISTORY     - 1942     MONUMENTED       CGS
 JV3138
 JV3138                          STATION DESCRIPTION
 JV3138
 JV3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3138'0.4 MI NW FROM BLUEMONT.
 JV3138'IN CLARKE COUNTY, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM
 JV3138'THE JUNCTION OF STATE HIGHWAY 734 AT BLUEMONT, LOUDOUN COUNTY,
 JV3138'THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 601, 9.7 MILES
 JV3138'NORTHEAST OF THE POST OFFICE AT PARIS, FAUQUIER COUNTY, 0.2
 JV3138'MILE NORTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING
 JV3138'WEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF A
 JV3138'TRIANGULAR-BLAZED 8-INCH OAK TREE, IN THE TOP OF A ROCK OUTCROP,
 JV3138'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 JV3138'STAMPED B 254 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0775 ***********************************************************************
 HW0775  DESIGNATION -  B 255
 HW0775  PID         -  HW0775
 HW0775  STATE/COUNTY-  VA/ROCKINGHAM
 HW0775  USGS QUAD   -  ELKTON WEST (1987)
 HW0775
 HW0775                         *CURRENT SURVEY CONTROL
 HW0775  ___________________________________________________________________
 HW0775* NAD 83(1986)-  38 23 15.     (N)    078 39 56.     (W)     SCALED    
 HW0775* NAVD 88     -       298.288  (meters)     978.63   (feet)  ADJUSTED  
 HW0775  ___________________________________________________________________
 HW0775  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0775  DYNAMIC HT  -         298.075 (meters)     977.93  (feet)  COMP
 HW0775  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 HW0775
 HW0775  VERT ORDER  -  SECOND    CLASS 0
 HW0775
 HW0775.The horizontal coordinates were scaled from a topographic map and have
 HW0775.an estimated accuracy of +/- 6 seconds.
 HW0775
 HW0775.The orthometric height was determined by differential leveling
 HW0775.and adjusted by the National Geodetic Survey in June 1991..
 HW0775
 HW0775.The geoid height was determined by GEOID03.
 HW0775
 HW0775.The dynamic height is computed by dividing the NAVD 88
 HW0775.geopotential number by the normal gravity value computed on the
 HW0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0775.degrees latitude (g = 980.6199 gals.).
 HW0775
 HW0775.The modeled gravity was interpolated from observed gravity values.
 HW0775
 HW0775;                    North         East    Units  Estimated Accuracy
 HW0775;SPC VA N     - 2,080,020.    3,485,540.      MT  (+/- 180 meters Scaled)
 HW0775
 HW0775                          SUPERSEDED SURVEY CONTROL
 HW0775
 HW0775  NGVD 29 (??/??/92)  298.460  (m)          979.20   (f) ADJ UNCH    2 0
 HW0775
 HW0775.Superseded values are not recommended for survey control.
 HW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0775.See file dsdata.txt to determine how the superseded data were derived.
 HW0775
 HW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC038513(NAD 83)
 HW0775_MARKER: DB = BENCH MARK DISK
 HW0775_SETTING: 66 = SET IN ROCK OUTCROP
 HW0775_SP_SET: ROCK OUTCROP
 HW0775_STAMPING: B 255 1942
 HW0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0775+STABILITY: POSITION/ELEVATION WELL
 HW0775
 HW0775  HISTORY     - Date     Condition        Report By
 HW0775  HISTORY     - 1942     MONUMENTED       CGS
 HW0775  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW0775  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 HW0775
 HW0775                          STATION DESCRIPTION
 HW0775
 HW0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0775'2.8 MI SW FROM ELKTON.
 HW0775'2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0775'CITY PRODUCED EXCHANGE BUILDING AT ELKTON, ROCKINGHAM COUNTY, 900
 HW0775'FEET SOUTHWEST OF THE CORSSING OF STATE SECONDARY ROAD 641, 19
 HW0775'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 7.4 FEET SOUTH OF THE SOUTH
 HW0775'RAIL, AND IN A ROCK OUTCROP.
 HW0775
 HW0775                          STATION RECOVERY (1965)
 HW0775
 HW0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0775'MARK NOT FOUND.
 HW0775
 HW0775                          STATION RECOVERY (1998)
 HW0775
 HW0775'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3100 ***********************************************************************
 JV3100  DESIGNATION -  B 256
 JV3100  PID         -  JV3100
 JV3100  STATE/COUNTY-  VA/LOUDOUN
 JV3100  USGS QUAD   -  PURCELLVILLE (1984)
 JV3100
 JV3100                         *CURRENT SURVEY CONTROL
 JV3100  ___________________________________________________________________
 JV3100* NAD 83(1986)-  39 11 56.     (N)    077 43 32.     (W)     SCALED    
 JV3100* NAVD 88     -       164.663  (meters)     540.23   (feet)  ADJUSTED  
 JV3100  ___________________________________________________________________
 JV3100  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JV3100  DYNAMIC HT  -         164.566 (meters)     539.91  (feet)  COMP
 JV3100  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 JV3100
 JV3100  VERT ORDER  -  SECOND    CLASS 0
 JV3100
 JV3100.The horizontal coordinates were scaled from a topographic map and have
 JV3100.an estimated accuracy of +/- 6 seconds.
 JV3100
 JV3100.The orthometric height was determined by differential leveling
 JV3100.and adjusted by the National Geodetic Survey in June 1991..
 JV3100
 JV3100.The geoid height was determined by GEOID03.
 JV3100
 JV3100.The dynamic height is computed by dividing the NAVD 88
 JV3100.geopotential number by the normal gravity value computed on the
 JV3100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3100.degrees latitude (g = 980.6199 gals.).
 JV3100
 JV3100.The modeled gravity was interpolated from observed gravity values.
 JV3100
 JV3100;                    North         East    Units  Estimated Accuracy
 JV3100;SPC VA N     - 2,170,360.    3,566,900.      MT  (+/- 180 meters Scaled)
 JV3100
 JV3100                          SUPERSEDED SURVEY CONTROL
 JV3100
 JV3100  NGVD 29 (??/??/??)  164.871  (m)          540.91   (f) ADJUSTED    2 0
 JV3100
 JV3100.Superseded values are not recommended for survey control.
 JV3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3100.See file dsdata.txt to determine how the superseded data were derived.
 JV3100
 JV3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ646423(NAD 83)
 JV3100_MARKER: DB = BENCH MARK DISK
 JV3100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3100_SP_SET: BUILDING
 JV3100_STAMPING: B 256 1942
 JV3100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3100
 JV3100  HISTORY     - Date     Condition        Report By
 JV3100  HISTORY     - 1942     MONUMENTED       CGS
 JV3100
 JV3100                          STATION DESCRIPTION
 JV3100
 JV3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3100'AT HILLSBORO.
 JV3100'AT HILLSBORO, LOUDOUN COUNTY, ABOUT 95 FEET NORTHWEST OF THE
 JV3100'POST OFFICE, IN THE NORTHEAST WALL OF THE METHODIST CHURCH, 0.9
 JV3100'FOOT NORTHWEST OF THE EAST CORNER, 27 FEET SOUTHWEST OF THE CENTER
 JV3100'LINE OF THE HIGHWAY, AND ABOUT 3.4 FEET HIGHER THAN THE GROUND.
 JV3100'A STANDARD DISK, STAMPED B 256 1942 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0134 ***********************************************************************
 FW0134  DESIGNATION -  B 258
 FW0134  PID         -  FW0134
 FW0134  STATE/COUNTY-  VA/ACCOMACK
 FW0134  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0134
 FW0134                         *CURRENT SURVEY CONTROL
 FW0134  ___________________________________________________________________
 FW0134* NAD 83(1986)-  37 56 08.     (N)    075 22 50.     (W)     SCALED    
 FW0134* NAVD 88     -         2.324  (meters)       7.62   (feet)  ADJUSTED  
 FW0134  ___________________________________________________________________
 FW0134  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0134  DYNAMIC HT  -           2.323 (meters)       7.62  (feet)  COMP
 FW0134  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 FW0134
 FW0134  VERT ORDER  -  FIRST     CLASS I
 FW0134
 FW0134.The horizontal coordinates were scaled from a topographic map and have
 FW0134.an estimated accuracy of +/- 6 seconds.
 FW0134
 FW0134.The orthometric height was determined by differential leveling
 FW0134.and adjusted by the National Geodetic Survey in June 1991..
 FW0134
 FW0134.The geoid height was determined by GEOID03.
 FW0134
 FW0134.The dynamic height is computed by dividing the NAVD 88
 FW0134.geopotential number by the normal gravity value computed on the
 FW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0134.degrees latitude (g = 980.6199 gals.).
 FW0134
 FW0134.The modeled gravity was interpolated from observed gravity values.
 FW0134
 FW0134;                    North         East    Units  Estimated Accuracy
 FW0134;SPC VA S     - 1,182,340.    3,774,180.      MT  (+/- 180 meters Scaled)
 FW0134
 FW0134                          SUPERSEDED SURVEY CONTROL
 FW0134
 FW0134  NGVD 29 (??/??/??)    2.571  (m)            8.44   (f) ADJUSTED    1 1
 FW0134
 FW0134.Superseded values are not recommended for survey control.
 FW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0134.See file dsdata.txt to determine how the superseded data were derived.
 FW0134
 FW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG665987(NAD 83)
 FW0134_MARKER: DB = BENCH MARK DISK
 FW0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0134_SP_SET: BRIDGE
 FW0134_STAMPING: B 258 1942
 FW0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0134
 FW0134  HISTORY     - Date     Condition        Report By
 FW0134  HISTORY     - 1942     MONUMENTED       CGS
 FW0134  HISTORY     - 1963     GOOD             CGS
 FW0134
 FW0134                          STATION DESCRIPTION
 FW0134
 FW0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0134'0.2 MI W FROM CHINCOTEAGUE.
 FW0134'0.2 MILE WEST ALONG STATE HIGHWAY 175 FROM THE T JUNCTION OF
 FW0134'MAIN STREET AT CHINCOTEAGUE, AT THE HIGHWAY BRIDGE OVER BLACK
 FW0134'NARROWS, SET ON TOP OF THE SOUTH WING WALL, 14.5 FEET SOUTHWEST
 FW0134'OF CENTER LINE OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0752 ***********************************************************************
 HV0752  DESIGNATION -  B 259
 HV0752  PID         -  HV0752
 HV0752  STATE/COUNTY-  VA/WESTMORELAND
 HV0752  USGS QUAD   -  MACHODOC (1982)
 HV0752
 HV0752                         *CURRENT SURVEY CONTROL
 HV0752  ___________________________________________________________________
 HV0752* NAD 83(1986)-  38 04 28.     (N)    076 39 35.     (W)     SCALED    
 HV0752* NAVD 88     -        35.145  (meters)     115.30   (feet)  ADJUSTED  
 HV0752  ___________________________________________________________________
 HV0752  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 HV0752  DYNAMIC HT  -          35.122 (meters)     115.23  (feet)  COMP
 HV0752  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 HV0752
 HV0752  VERT ORDER  -  SECOND    CLASS 0
 HV0752
 HV0752.The horizontal coordinates were scaled from a topographic map and have
 HV0752.an estimated accuracy of +/- 6 seconds.
 HV0752
 HV0752.The orthometric height was determined by differential leveling
 HV0752.and adjusted by the National Geodetic Survey in June 1991..
 HV0752
 HV0752.The geoid height was determined by GEOID03.
 HV0752
 HV0752.The dynamic height is computed by dividing the NAVD 88
 HV0752.geopotential number by the normal gravity value computed on the
 HV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0752.degrees latitude (g = 980.6199 gals.).
 HV0752
 HV0752.The modeled gravity was interpolated from observed gravity values.
 HV0752
 HV0752;                    North         East    Units  Estimated Accuracy
 HV0752;SPC VA N     - 2,046,880.    3,661,460.      MT  (+/- 180 meters Scaled)
 HV0752
 HV0752                          SUPERSEDED SURVEY CONTROL
 HV0752
 HV0752  NGVD 29 (05/17/90)   35.389  (m)          116.11   (f) ADJUSTED    2 0
 HV0752
 HV0752.Superseded values are not recommended for survey control.
 HV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0752.See file dsdata.txt to determine how the superseded data were derived.
 HV0752
 HV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH544153(NAD 83)
 HV0752_MARKER: DB = BENCH MARK DISK
 HV0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0752_STAMPING: B 259 1942
 HV0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0752+STABILITY: SURFACE MOTION
 HV0752
 HV0752  HISTORY     - Date     Condition        Report By
 HV0752  HISTORY     - 1942     MONUMENTED       CGS
 HV0752  HISTORY     - 1962     GOOD             CGS
 HV0752  HISTORY     - 1967     MARK NOT FOUND   CGS
 HV0752  HISTORY     - 19981011 MARK NOT FOUND   USPSQD
 HV0752  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV0752
 HV0752                          STATION DESCRIPTION
 HV0752
 HV0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0752'0.5 MI W FROM HAGUE.
 HV0752'THIS MARK IS ALONG HIGHWAY 202, 0.5 MILE WEST OF HAGUE,
 HV0752'WESTMORELAND COUNTY, AT THE COPLE HIGH SCHOOL, IN THE SOUTHWEST
 HV0752'CORNER OF THE SCHOOL GROUND, 28.3 FEET NORTH OF THE CENTERLINE OF
 HV0752'THE HIGHWAY, 8.2 FEET NORTH OF A POLE, 4 FEET HIGHER THAN THE
 HV0752'PAVEMENT, SET FLUSH WITH THE GROUND, A STANDARD DISK SET IN
 HV0752'THE TOP OF A CONCRETE POST ABOUT 3 FEET FROM A WHITE POST PAINTED
 HV0752'WITH LETTERS USBM.
 HV0752
 HV0752                          STATION RECOVERY (1967)
 HV0752
 HV0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HV0752'MARK NOT FOUND.
 HV0752
 HV0752                          STATION RECOVERY (1998)
 HV0752
 HV0752'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0752'MARK NOT FOUND.
 HV0752
 HV0752                          STATION RECOVERY (2003)
 HV0752
 HV0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0077 ***********************************************************************
 GA0077  DESIGNATION -  B 26
 GA0077  PID         -  GA0077
 GA0077  STATE/COUNTY-  VA/WISE
 GA0077  USGS QUAD   -  ST PAUL (1991)
 GA0077
 GA0077                         *CURRENT SURVEY CONTROL
 GA0077  ___________________________________________________________________
 GA0077* NAD 83(1986)-  36 54 30.     (N)    082 19 12.     (W)     SCALED    
 GA0077* NAVD 88     -       463.376  (meters)    1520.26   (feet)  ADJUSTED  
 GA0077  ___________________________________________________________________
 GA0077  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0077  DYNAMIC HT  -         462.965 (meters)    1518.91  (feet)  COMP
 GA0077  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 GA0077
 GA0077  VERT ORDER  -  SECOND    CLASS 0
 GA0077
 GA0077.The horizontal coordinates were scaled from a topographic map and have
 GA0077.an estimated accuracy of +/- 6 seconds.
 GA0077
 GA0077.The orthometric height was determined by differential leveling
 GA0077.and adjusted by the National Geodetic Survey in June 1991..
 GA0077
 GA0077.The geoid height was determined by GEOID03.
 GA0077
 GA0077.The dynamic height is computed by dividing the NAVD 88
 GA0077.geopotential number by the normal gravity value computed on the
 GA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0077.degrees latitude (g = 980.6199 gals.).
 GA0077
 GA0077.The modeled gravity was interpolated from observed gravity values.
 GA0077
 GA0077;                    North         East    Units  Estimated Accuracy
 GA0077;SPC VA S     - 1,070,700.    3,159,670.      MT  (+/- 180 meters Scaled)
 GA0077
 GA0077                          SUPERSEDED SURVEY CONTROL
 GA0077
 GA0077  NGVD 29 (??/??/92)  463.524  (m)         1520.74   (f) ADJ UNCH    2 0
 GA0077
 GA0077.Superseded values are not recommended for survey control.
 GA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0077.See file dsdata.txt to determine how the superseded data were derived.
 GA0077
 GA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA824855(NAD 83)
 GA0077_MARKER: DD = SURVEY DISK
 GA0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0077_SP_SET: BRIDGE
 GA0077_STAMPING: 1521 B 26 1912
 GA0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0077
 GA0077  HISTORY     - Date     Condition        Report By
 GA0077  HISTORY     - 1912     MONUMENTED       USGS
 GA0077  HISTORY     - 1935     GOOD             NGS
 GA0077
 GA0077                          STATION DESCRIPTION
 GA0077
 GA0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0077'1 MI W FROM ST PAUL.
 GA0077'1.0 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM ST.
 GA0077'PAUL, WISE COUNTY, 110 MILES WEST OF MILEPOST 443, AT VALUATION
 GA0077'STATION 4107+15.5, AT BRIDGE 1390, IN THE TOP OF THE NORTH END
 GA0077'OF THE WEST ABUTMENT, AND 7.5 FEET NORTH OF THE TRACK.  A
 GA0077'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1521 B
 GA0077'26 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2460 ***********************************************************************
 GV2460  DESIGNATION -  B 26 RESET 1971
 GV2460  PID         -  GV2460
 GV2460  STATE/COUNTY-  VA/CHESTERFIELD
 GV2460  USGS QUAD   -  BON AIR (1994)
 GV2460
 GV2460                         *CURRENT SURVEY CONTROL
 GV2460  ___________________________________________________________________
 GV2460* NAD 83(1986)-  37 32 01.     (N)    077 30 29.     (W)     SCALED    
 GV2460* NAVD 88     -        43.33   (+/-2cm)     142.2    (feet)  VERTCON   
 GV2460  ___________________________________________________________________
 GV2460  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV2460
 GV2460  VERT ORDER  -  THIRD (See Below)
 GV2460
 GV2460.The horizontal coordinates were scaled from a topographic map and have
 GV2460.an estimated accuracy of +/- 6 seconds.
 GV2460
 GV2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2460.The vertical order pertains to the NGVD 29 superseded value.
 GV2460
 GV2460.The geoid height was determined by GEOID03.
 GV2460
 GV2460;                    North         East    Units  Estimated Accuracy
 GV2460;SPC VA S     - 1,133,660.    3,587,670.      MT  (+/- 180 meters Scaled)
 GV2460
 GV2460                          SUPERSEDED SURVEY CONTROL
 GV2460
 GV2460  NGVD 29 (??/??/??)   43.64   (m)          143.2    (f) RESET       3  
 GV2460
 GV2460.Superseded values are not recommended for survey control.
 GV2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2460.See file dsdata.txt to determine how the superseded data were derived.
 GV2460
 GV2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG783570(NAD 83)
 GV2460_MARKER: DB = BENCH MARK DISK
 GV2460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2460_SP_SET: BRIDGE
 GV2460_STAMPING: B 26 RESET 1971
 GV2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2460+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2460
 GV2460  HISTORY     - Date     Condition        Report By
 GV2460  HISTORY     - 1971     MONUMENTED       NGS
 GV2460  HISTORY     - 1989     GOOD             USPSQD
 GV2460  HISTORY     - 19950315 GOOD             USPSQD
 GV2460  HISTORY     - 20000224 GOOD             USPSQD
 GV2460  HISTORY     - 20041109 GOOD             USPSQD
 GV2460
 GV2460                          STATION DESCRIPTION
 GV2460
 GV2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV2460'AT RICHMOND.
 GV2460'ABOUT 1.4 MILES WEST ALONG SECONDARY ROAD 683 (FOREST HILL
 GV2460'AVENUE) FROM THE JUNCTION OF SECONDARY ROAD 161 (WESTOVER HILLS
 GV2460'BOULEVARD) AT RICHMOND, AT THE CROSSING OF POWHITE PARKWAY
 GV2460'(NOW UNDER CONSTRUCTION, 1971), ABOUT 250 FEET WEST OF THE CENTER
 GV2460'LINE OF FOREST HILL AVENUE, ON THE SOUTH PARAPET WALL FOR THE
 GV2460'EAST ABUTMENT OF THE SOUTHERN RAILWAY BRIDGE OVER THE POWHITE
 GV2460'PARKWAY, 30 FEET FROM THE EAST END OF THE SOUTH WALL.
 GV2460
 GV2460                          STATION RECOVERY (1989)
 GV2460
 GV2460'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2460'RECOVERED IN GOOD CONDITION.
 GV2460
 GV2460                          STATION RECOVERY (1995)
 GV2460
 GV2460'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2460'RECOVERED IN GOOD CONDITION.
 GV2460
 GV2460                          STATION RECOVERY (2000)
 GV2460
 GV2460'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2460'RECOVERED IN GOOD CONDITION.
 GV2460
 GV2460                          STATION RECOVERY (2004)
 GV2460
 GV2460'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3203 ***********************************************************************
 HV3203  DESIGNATION -  B 260 RESET 1972
 HV3203  PID         -  HV3203
 HV3203  STATE/COUNTY-  VA/ESSEX
 HV3203  USGS QUAD   -  LORETTO (1978)
 HV3203
 HV3203                         *CURRENT SURVEY CONTROL
 HV3203  ___________________________________________________________________
 HV3203* NAD 83(1986)-  38 03 47.     (N)    077 00 34.     (W)     SCALED    
 HV3203* NAVD 88     -        26.05   (meters)      85.5    (feet)  RESET     
 HV3203  ___________________________________________________________________
 HV3203  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HV3203
 HV3203  VERT ORDER  -  THIRD
 HV3203
 HV3203.The horizontal coordinates were scaled from a topographic map and have
 HV3203.an estimated accuracy of +/- 6 seconds.
 HV3203
 HV3203.The orthometric height was computed from unverified reset data.
 HV3203.No vertical observational check was made to the station.
 HV3203
 HV3203.The geoid height was determined by GEOID03.
 HV3203
 HV3203;                    North         East    Units  Estimated Accuracy
 HV3203;SPC VA S     - 1,193,000.    3,630,800.      MT  (+/- 180 meters Scaled)
 HV3203
 HV3203                          SUPERSEDED SURVEY CONTROL
 HV3203
 HV3203  NGVD 29 (??/??/??)   26.31   (m)           86.3    (f) RESET       3  
 HV3203
 HV3203.Superseded values are not recommended for survey control.
 HV3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3203.See file dsdata.txt to determine how the superseded data were derived.
 HV3203
 HV3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH237147(NAD 83)
 HV3203_MARKER: DB = BENCH MARK DISK
 HV3203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3203_SP_SET: CONC MONUMENT
 HV3203_STAMPING: B 260 RESET 1972
 HV3203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3203+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 HV3203
 HV3203  HISTORY     - Date     Condition        Report By
 HV3203  HISTORY     - 1972     MONUMENTED       NGS
 HV3203  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 HV3203  HISTORY     - 19990512 MARK NOT FOUND   USPSQD
 HV3203  HISTORY     - 20040313 GOOD             USPSQD
 HV3203
 HV3203                          STATION DESCRIPTION
 HV3203
 HV3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV3203'0.4 MI N FROM CHANCE.
 HV3203'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 HV3203'AT CHANCE, AT THE INTERSECTION OF SECONDARY STATE ROAD 637
 HV3203'LEADING EAST.  MARK IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER
 HV3203'OF STUCCO CHURCH BUILDING, 24 FEET WEST OF A 4 FOOT OAK TREE, 24
 HV3203'FEET SOUTH OF CENTERLINE OF SECONDARY STATE ROAD 637 (TO BE
 HV3203'RELOCATED SOMEWHAT TO THE NORTH), 1.0 FOOT SOUTH OF RIGHT OF WAY
 HV3203'MARKER AND 0.5 FOOT NORTH OF STEEL WITNESS POST.  DISK IS SET
 HV3203'FLUSH IN CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND
 HV3203'PROJECTS ABOUT 2 INCHES.
 HV3203
 HV3203                          STATION RECOVERY (1995)
 HV3203
 HV3203'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3203'MARK NOT FOUND.
 HV3203
 HV3203                          STATION RECOVERY (1999)
 HV3203
 HV3203'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3203'MARK NOT FOUND.
 HV3203
 HV3203                          STATION RECOVERY (2004)
 HV3203
 HV3203'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV3203'MARK IS NEXT TO VA HWY CONCRETE MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0297 ***********************************************************************
 JW0297  DESIGNATION -  B 261
 JW0297  PID         -  JW0297
 JW0297  STATE/COUNTY-  VA/FREDERICK
 JW0297  USGS QUAD   -  STEPHENS CITY (1986)
 JW0297
 JW0297                         *CURRENT SURVEY CONTROL
 JW0297  ___________________________________________________________________
 JW0297* NAD 83(1986)-  39 04 48.     (N)    078 11 50.     (W)     SCALED    
 JW0297* NAVD 88     -       229.215  (meters)     752.02   (feet)  ADJUSTED  
 JW0297  ___________________________________________________________________
 JW0297  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JW0297  DYNAMIC HT  -         229.068 (meters)     751.53  (feet)  COMP
 JW0297  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JW0297
 JW0297  VERT ORDER  -  SECOND    CLASS 0
 JW0297
 JW0297.The horizontal coordinates were scaled from a topographic map and have
 JW0297.an estimated accuracy of +/- 6 seconds.
 JW0297
 JW0297.The orthometric height was determined by differential leveling
 JW0297.and adjusted by the National Geodetic Survey in June 1991..
 JW0297
 JW0297.The geoid height was determined by GEOID03.
 JW0297
 JW0297.The dynamic height is computed by dividing the NAVD 88
 JW0297.geopotential number by the normal gravity value computed on the
 JW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0297.degrees latitude (g = 980.6199 gals.).
 JW0297
 JW0297.The modeled gravity was interpolated from observed gravity values.
 JW0297
 JW0297;                    North         East    Units  Estimated Accuracy
 JW0297;SPC VA N     - 2,156,930.    3,526,200.      MT  (+/- 180 meters Scaled)
 JW0297
 JW0297                          SUPERSEDED SURVEY CONTROL
 JW0297
 JW0297  NGVD 29 (??/??/92)  229.371  (m)          752.53   (f) ADJ UNCH    2 0
 JW0297
 JW0297.Superseded values are not recommended for survey control.
 JW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0297.See file dsdata.txt to determine how the superseded data were derived.
 JW0297
 JW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD424293(NAD 83)
 JW0297_MARKER: DB = BENCH MARK DISK
 JW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0297_STAMPING: B 261 1942
 JW0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0297+STABILITY: SURFACE MOTION
 JW0297
 JW0297  HISTORY     - Date     Condition        Report By
 JW0297  HISTORY     - 1942     MONUMENTED       CGS
 JW0297  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 JW0297
 JW0297                          STATION DESCRIPTION
 JW0297
 JW0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0297'1.5 MI E FROM STEPHENS CITY.
 JW0297'1.5 MILES EAST ALONG STATE HIGHWAY 277 FROM THE POST OFFICE AT
 JW0297'STEPHENS CITY, FREDERICK COUNTY, 0.1 MILE NORTHEAST OF A TWO-STORY
 JW0297'YELLOW FARMHOUSE WITH A RED BARN IN THE REAR, 63.4 FEET
 JW0297'NORTH-NORTHWEST OF THE THIRD POWER-TRANSMISSION LINE POLE EAST
 JW0297'OF A SIDE ROAD LEADING SOUTH TO THE HOUSE, 38 FEET NORTH OF THE
 JW0297'CENTER LINE OF THE HIGHWAY, AT A THREE-WAY FENCE CORNER, 4.2
 JW0297'FEET SOUTHEAST OF THE CORNER POST, AND 3 FEET SOUTH OF THE
 JW0297'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 261 1942 AND SET
 JW0297'IN THE TOP OF A CONCRETE POST.
 JW0297
 JW0297                          STATION RECOVERY (1997)
 JW0297
 JW0297'RECOVERY NOTE BY US POWER SQUADRON 1997
 JW0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0635 ***********************************************************************
 GV0635  DESIGNATION -  B 262
 GV0635  PID         -  GV0635
 GV0635  STATE/COUNTY-  VA/JAMES CITY
 GV0635  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0635
 GV0635                         *CURRENT SURVEY CONTROL
 GV0635  ___________________________________________________________________
 GV0635* NAD 83(1986)-  37 18 11.     (N)    076 43 38.     (W)     SCALED    
 GV0635* NAVD 88     -        29.744  (meters)      97.59   (feet)  ADJUSTED  
 GV0635  ___________________________________________________________________
 GV0635  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV0635  DYNAMIC HT  -          29.722 (meters)      97.51  (feet)  COMP
 GV0635  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 GV0635
 GV0635  VERT ORDER  -  FIRST     CLASS I
 GV0635
 GV0635.The horizontal coordinates were scaled from a topographic map and have
 GV0635.an estimated accuracy of +/- 6 seconds.
 GV0635
 GV0635.The orthometric height was determined by differential leveling
 GV0635.and adjusted by the National Geodetic Survey in June 1991..
 GV0635
 GV0635.The geoid height was determined by GEOID03.
 GV0635
 GV0635.The dynamic height is computed by dividing the NAVD 88
 GV0635.geopotential number by the normal gravity value computed on the
 GV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0635.degrees latitude (g = 980.6199 gals.).
 GV0635
 GV0635.The modeled gravity was interpolated from observed gravity values.
 GV0635
 GV0635;                    North         East    Units  Estimated Accuracy
 GV0635;SPC VA S     - 1,109,090.    3,657,150.      MT  (+/- 180 meters Scaled)
 GV0635
 GV0635                          SUPERSEDED SURVEY CONTROL
 GV0635
 GV0635  NGVD 29 (??/??/??)   29.979  (m)           98.36   (f) ADJUSTED    1 1
 GV0635
 GV0635.Superseded values are not recommended for survey control.
 GV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0635.See file dsdata.txt to determine how the superseded data were derived.
 GV0635
 GV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG469298(NAD 83)
 GV0635_MARKER: DB = BENCH MARK DISK
 GV0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0635_STAMPING: B 262 1942
 GV0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0635+STABILITY: SURFACE MOTION
 GV0635
 GV0635  HISTORY     - Date     Condition        Report By
 GV0635  HISTORY     - 1942     MONUMENTED       CGS
 GV0635  HISTORY     - 1971     GOOD             NGS
 GV0635  HISTORY     - 1974     GOOD             LOCSUR
 GV0635  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0635  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV0635
 GV0635                          STATION DESCRIPTION
 GV0635
 GV0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0635'2.2 MI NW FROM WILLIAMSBURG.
 GV0635'ABOUT 2.2 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV0635'FROM THE STATION AT WILLIAMSBURG, 0.35 MILE SOUTH OF THE CROSSING
 GV0635'OF MOORETOWN ROAD, 216 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GV0635'A CONCRETE BLOCK BUILDING FOR THE J.E. WRAY CO., 145 FEET
 GV0635'NORTHWEST OF THE MIDDLE ONE OF THREE (3) HIGH VOLTAGE POWER
 GV0635'LINE POLES, 59 FEET WEST OF THE CENTER LINE OF A GRADED ROAD, 11
 GV0635'FEET EAST OF THE EAST RAIL OF THE TRACK, 65 1/2 FEET SOUTHWEST OF
 GV0635'TELEPHONE POLE 2170, 47 1/2 FEET NORTHWEST OF TELEPHONE POLE
 GV0635'2171, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW
 GV0635'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 GV0635'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GV0635
 GV0635                          STATION RECOVERY (1974)
 GV0635
 GV0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0635'RECOVERED IN GOOD CONDITION.
 GV0635
 GV0635                          STATION RECOVERY (1978)
 GV0635
 GV0635'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0635'MARK NOT FOUND.
 GV0635
 GV0635                          STATION RECOVERY (1998)
 GV0635
 GV0635'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1664 ***********************************************************************
 GV1664  DESIGNATION -  B 263
 GV1664  PID         -  GV1664
 GV1664  STATE/COUNTY-  VA/CHARLES CITY
 GV1664  USGS QUAD   -  ROXBURY (1994)
 GV1664
 GV1664                         *CURRENT SURVEY CONTROL
 GV1664  ___________________________________________________________________
 GV1664* NAD 83(1986)-  37 27 43.     (N)    077 07 54.     (W)     SCALED    
 GV1664* NAVD 88     -        10.220  (meters)      33.53   (feet)  ADJUSTED  
 GV1664  ___________________________________________________________________
 GV1664  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV1664  DYNAMIC HT  -          10.213 (meters)      33.51  (feet)  COMP
 GV1664  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 GV1664
 GV1664  VERT ORDER  -  FIRST     CLASS II
 GV1664
 GV1664.The horizontal coordinates were scaled from a topographic map and have
 GV1664.an estimated accuracy of +/- 6 seconds.
 GV1664
 GV1664.The orthometric height was determined by differential leveling
 GV1664.and adjusted by the National Geodetic Survey in June 1991..
 GV1664
 GV1664.The geoid height was determined by GEOID03.
 GV1664
 GV1664.The dynamic height is computed by dividing the NAVD 88
 GV1664.geopotential number by the normal gravity value computed on the
 GV1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1664.degrees latitude (g = 980.6199 gals.).
 GV1664
 GV1664.The modeled gravity was interpolated from observed gravity values.
 GV1664
 GV1664;                    North         East    Units  Estimated Accuracy
 GV1664;SPC VA S     - 1,126,130.    3,621,050.      MT  (+/- 180 meters Scaled)
 GV1664
 GV1664                          SUPERSEDED SURVEY CONTROL
 GV1664
 GV1664  NGVD 29 (??/??/??)   10.552  (m)           34.62   (f) ADJUSTED    1 2
 GV1664
 GV1664.Superseded values are not recommended for survey control.
 GV1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1664.See file dsdata.txt to determine how the superseded data were derived.
 GV1664
 GV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG114482(NAD 83)
 GV1664_MARKER: DB = BENCH MARK DISK
 GV1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1664_STAMPING: B 263 1942
 GV1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1664+STABILITY: SURFACE MOTION
 GV1664
 GV1664  HISTORY     - Date     Condition        Report By
 GV1664  HISTORY     - 1942     MONUMENTED       CGS
 GV1664  HISTORY     - 1979     GOOD             NGS
 GV1664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1664  HISTORY     - 19960226 MARK NOT FOUND   USPSQD
 GV1664  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1664  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1664
 GV1664                          STATION DESCRIPTION
 GV1664
 GV1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1664'0.5 MI SE FROM ROXBURY.
 GV1664'0.5 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GV1664'STATION AT ROXBURY, CHARLES CITY COUNTY, AT THE CROSSING OF
 GV1664'SECONDARY STATE HIGHWAY 602, 44 FEET EAST OF THE CENTER LINE
 GV1664'OF THE ROAD, 10.5 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND
 GV1664'TRACK, 29 FEET NORTHWEST OF A POLE, 1.5 FEET NORTH OF A WHITE
 GV1664'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 GV1664'A STANDARD DISK, STAMPED B 263 1942 AND SET IN THE TOP OF A
 GV1664'CONCRETE POST.
 GV1664
 GV1664                          STATION RECOVERY (1979)
 GV1664
 GV1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1664'RECOVERED IN GOOD CONDITION.
 GV1664
 GV1664                          STATION RECOVERY (1990)
 GV1664
 GV1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GV1664'MARK NOT FOUND.
 GV1664
 GV1664                          STATION RECOVERY (1996)
 GV1664
 GV1664'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1664'MARK NOT FOUND.
 GV1664
 GV1664                          STATION RECOVERY (2000)
 GV1664
 GV1664'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1664'MARK NOT FOUND.
 GV1664
 GV1664                          STATION RECOVERY (2001)
 GV1664
 GV1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1664'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1716 ***********************************************************************
 GV1716  DESIGNATION -  B 264
 GV1716  PID         -  GV1716
 GV1716  STATE/COUNTY-  VA/NEW KENT
 GV1716  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1716
 GV1716                         *CURRENT SURVEY CONTROL
 GV1716  ___________________________________________________________________
 GV1716* NAD 83(1986)-  37 29 24.     (N)    077 01 36.     (W)     SCALED    
 GV1716* NAVD 88     -        34.739  (meters)     113.97   (feet)  ADJUSTED  
 GV1716  ___________________________________________________________________
 GV1716  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 GV1716  DYNAMIC HT  -          34.715 (meters)     113.89  (feet)  COMP
 GV1716  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 GV1716
 GV1716  VERT ORDER  -  SECOND    CLASS 0
 GV1716
 GV1716.The horizontal coordinates were scaled from a topographic map and have
 GV1716.an estimated accuracy of +/- 6 seconds.
 GV1716
 GV1716.The orthometric height was determined by differential leveling
 GV1716.and adjusted by the National Geodetic Survey in June 1991..
 GV1716
 GV1716.The geoid height was determined by GEOID03.
 GV1716
 GV1716.The dynamic height is computed by dividing the NAVD 88
 GV1716.geopotential number by the normal gravity value computed on the
 GV1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1716.degrees latitude (g = 980.6199 gals.).
 GV1716
 GV1716.The modeled gravity was interpolated from observed gravity values.
 GV1716
 GV1716;                    North         East    Units  Estimated Accuracy
 GV1716;SPC VA S     - 1,129,380.    3,630,290.      MT  (+/- 180 meters Scaled)
 GV1716
 GV1716                          SUPERSEDED SURVEY CONTROL
 GV1716
 GV1716  NGVD 29 (??/??/??)   35.082  (m)          115.10   (f) ADJUSTED    2 0
 GV1716
 GV1716.Superseded values are not recommended for survey control.
 GV1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1716.See file dsdata.txt to determine how the superseded data were derived.
 GV1716
 GV1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG208511(NAD 83)
 GV1716_MARKER: DB = BENCH MARK DISK
 GV1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1716_STAMPING: B 264 1942
 GV1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1716+STABILITY: SURFACE MOTION
 GV1716
 GV1716  HISTORY     - Date     Condition        Report By
 GV1716  HISTORY     - 1942     MONUMENTED       CGS
 GV1716  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1716  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1716  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1716  HISTORY     - 20010303 MARK NOT FOUND   NGS
 GV1716  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1716
 GV1716                          STATION DESCRIPTION
 GV1716
 GV1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1716'3.6 MI N FROM PROVIDENCE FORGE.
 GV1716'3.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY 608 FROM THE
 GV1716'JUNCTION OF U.S. HIGHWAY 60 AT PROVIDENCE FORGE, AT A ROAD
 GV1716'JUNCTION, 28 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE MAIN
 GV1716'ROAD, 19 FEET NORTH OF THE CENTERLINE OF THE WOODS ROAD, 76 FEET
 GV1716'NORTHWEST OF A TELEPHONE POLE, AND 37 FEET WEST OF A
 GV1716'TRIANGULAR-BLAZED 9-INCH OAK TREE.  A STANDARD DISK, STAMPED
 GV1716'B 264 1942 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GV1716'GROUND.  NOTE-- POLE HAS BEEN REPLACED AND OLD ROAD VERY FAINT.
 GV1716
 GV1716                          STATION RECOVERY (1996)
 GV1716
 GV1716'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1716'MARK NOT FOUND.
 GV1716
 GV1716                          STATION RECOVERY (2000)
 GV1716
 GV1716'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1716'MARK NOT FOUND.
 GV1716
 GV1716                          STATION RECOVERY (2001)
 GV1716
 GV1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1716'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1716
 GV1716                          STATION RECOVERY (2005)
 GV1716
 GV1716'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0832 ***********************************************************************
 GV0832  DESIGNATION -  B 265
 GV0832  PID         -  GV0832
 GV0832  STATE/COUNTY-  VA/NEW KENT
 GV0832  USGS QUAD   -  WEST POINT (1986)
 GV0832
 GV0832                         *CURRENT SURVEY CONTROL
 GV0832  ___________________________________________________________________
 GV0832* NAD 83(1986)-  37 30 01.     (N)    076 49 15.     (W)     SCALED    
 GV0832* NAVD 88     -        11.575  (meters)      37.98   (feet)  ADJUSTED  
 GV0832  ___________________________________________________________________
 GV0832  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0832  DYNAMIC HT  -          11.567 (meters)      37.95  (feet)  COMP
 GV0832  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 GV0832  OBS GRAVITY -     979,934.5   (mgal)                       GRAV_OBS
 GV0832
 GV0832  VERT ORDER  -  FIRST     CLASS I
 GV0832
 GV0832.The horizontal coordinates were scaled from a topographic map and have
 GV0832.an estimated accuracy of +/- 6 seconds.
 GV0832
 GV0832.The orthometric height was determined by differential leveling
 GV0832.and adjusted by the National Geodetic Survey in June 1991..
 GV0832
 GV0832.The geoid height was determined by GEOID03.
 GV0832
 GV0832.The dynamic height is computed by dividing the NAVD 88
 GV0832.geopotential number by the normal gravity value computed on the
 GV0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0832.degrees latitude (g = 980.6199 gals.).
 GV0832
 GV0832.The modeled gravity was interpolated from observed gravity values.
 GV0832.The observed gravity was obtained from relative gravimeter ties
 GV0832.to the IGSN71 gravity network.
 GV0832
 GV0832;                    North         East    Units  Estimated Accuracy
 GV0832;SPC VA S     - 1,130,820.    3,648,470.      MT  (+/- 180 meters Scaled)
 GV0832
 GV0832                          SUPERSEDED SURVEY CONTROL
 GV0832
 GV0832  NGVD 29 (??/??/??)   11.810  (m)           38.75   (f) ADJUSTED    1 1
 GV0832
 GV0832.Superseded values are not recommended for survey control.
 GV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0832.See file dsdata.txt to determine how the superseded data were derived.
 GV0832
 GV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG390519(NAD 83)
 GV0832_MARKER: DB = BENCH MARK DISK
 GV0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0832_STAMPING: B 265 1942
 GV0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0832+STABILITY: SURFACE MOTION
 GV0832
 GV0832  HISTORY     - Date     Condition        Report By
 GV0832  HISTORY     - 1942     MONUMENTED       CGS
 GV0832  HISTORY     - 1971     GOOD             NGS
 GV0832  HISTORY     - 1978     GOOD             DMA
 GV0832  HISTORY     - 1990     GOOD             USPSQD
 GV0832  HISTORY     - 19960520 GOOD             USPSQD
 GV0832  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV0832  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0832  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV0832
 GV0832                          STATION DESCRIPTION
 GV0832
 GV0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0832'3.8 MI S FROM WEST POINT.
 GV0832'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0832'WEST POINT, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 30
 GV0832'AND 33, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 30, 19.3
 GV0832'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 54 1/2 FEET SOUTHWEST
 GV0832'OF POWER LINE POLE 91060 WHICH IS BRACED BY TWO GUY WIRES, 4 1/2
 GV0832'FEET WEST OF A 24-INCH PINE TREE, 1.3 FEET WEST OF A METAL WITNESS
 GV0832'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV0832
 GV0832                          STATION RECOVERY (1978)
 GV0832
 GV0832'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0832'RECOVERED IN GOOD CONDITION.
 GV0832
 GV0832                          STATION RECOVERY (1990)
 GV0832
 GV0832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0832'RECOVERED IN GOOD CONDITION.
 GV0832
 GV0832                          STATION RECOVERY (1996)
 GV0832
 GV0832'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0832'RECOVERED IN GOOD CONDITION.
 GV0832
 GV0832                          STATION RECOVERY (2000)
 GV0832
 GV0832'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0832'MARK NOT FOUND.
 GV0832
 GV0832                          STATION RECOVERY (2001)
 GV0832
 GV0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0832
 GV0832                          STATION RECOVERY (2005)
 GV0832
 GV0832'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0832'ROUTE 30 IN DESCRIPTION IS NOW RT 273
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0246 ***********************************************************************
 GV0246  DESIGNATION -  B 266
 GV0246  PID         -  GV0246
 GV0246  STATE/COUNTY-  VA/YORK
 GV0246  USGS QUAD   -  POQUOSON WEST (1983)
 GV0246
 GV0246                         *CURRENT SURVEY CONTROL
 GV0246  ___________________________________________________________________
 GV0246* NAD 83(1986)-  37 08 09.     (N)    076 23 30.     (W)     SCALED    
 GV0246* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 GV0246  ___________________________________________________________________
 GV0246  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 GV0246  DYNAMIC HT  -           1.172 (meters)       3.85  (feet)  COMP
 GV0246  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GV0246
 GV0246  VERT ORDER  -  SECOND    CLASS 0
 GV0246
 GV0246.The horizontal coordinates were scaled from a topographic map and have
 GV0246.an estimated accuracy of +/- 6 seconds.
 GV0246
 GV0246.The orthometric height was determined by differential leveling
 GV0246.and adjusted by the National Geodetic Survey in June 1991..
 GV0246
 GV0246.The geoid height was determined by GEOID03.
 GV0246
 GV0246.The dynamic height is computed by dividing the NAVD 88
 GV0246.geopotential number by the normal gravity value computed on the
 GV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0246.degrees latitude (g = 980.6199 gals.).
 GV0246
 GV0246.The modeled gravity was interpolated from observed gravity values.
 GV0246
 GV0246;                    North         East    Units  Estimated Accuracy
 GV0246;SPC VA S     - 1,091,150.    3,687,310.      MT  (+/- 180 meters Scaled)
 GV0246
 GV0246                          SUPERSEDED SURVEY CONTROL
 GV0246
 GV0246  NGVD 29 (??/??/??)    1.524  (m)            5.00   (f) ADJUSTED    2 0
 GV0246
 GV0246.Superseded values are not recommended for survey control.
 GV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0246.See file dsdata.txt to determine how the superseded data were derived.
 GV0246
 GV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG763108(NAD 83)
 GV0246_MARKER: DB = BENCH MARK DISK
 GV0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0246_STAMPING: B 266 1942
 GV0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0246+STABILITY: SURFACE MOTION
 GV0246
 GV0246  HISTORY     - Date     Condition        Report By
 GV0246  HISTORY     - 1942     MONUMENTED       CGS
 GV0246
 GV0246                          STATION DESCRIPTION
 GV0246
 GV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0246'AT POQUOSON.
 GV0246'AT THE JUNCTION OF STATE HIGHWAY NO. 172 AND STATE HIGHWAY NO.
 GV0246'171, WHERE STATE HIGHWAY NO. 172 TURNS TO THE EAST.  98.5 FEET
 GV0246'SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE AT POQUOSON,
 GV0246'88.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE
 GV0246'OF A.W. MOORE, 28 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 GV0246'NO. 172 AND ALSO 57 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 GV0246'NO. 172, 1.5 FEET WEST OF A WHITE REFERENCE POST AND SET 6 INCHES
 GV0246'ABOVE THE ROAD LEVEL.  A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 GV0246'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0258 ***********************************************************************
 GV0258  DESIGNATION -  B 267
 GV0258  PID         -  GV0258
 GV0258  STATE/COUNTY-  VA/GLOUCESTER
 GV0258  USGS QUAD   -  ACHILLES (1983)
 GV0258
 GV0258                         *CURRENT SURVEY CONTROL
 GV0258  ___________________________________________________________________
 GV0258* NAD 83(1986)-  37 16 45.     (N)    076 26 33.     (W)     SCALED    
 GV0258* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 GV0258  ___________________________________________________________________
 GV0258  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV0258  DYNAMIC HT  -           1.384 (meters)       4.54  (feet)  COMP
 GV0258  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 GV0258
 GV0258  VERT ORDER  -  SECOND    CLASS 0
 GV0258
 GV0258.The horizontal coordinates were scaled from a topographic map and have
 GV0258.an estimated accuracy of +/- 6 seconds.
 GV0258
 GV0258.The orthometric height was determined by differential leveling
 GV0258.and adjusted by the National Geodetic Survey in June 1991..
 GV0258
 GV0258.The geoid height was determined by GEOID03.
 GV0258
 GV0258.The dynamic height is computed by dividing the NAVD 88
 GV0258.geopotential number by the normal gravity value computed on the
 GV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0258.degrees latitude (g = 980.6199 gals.).
 GV0258
 GV0258.The modeled gravity was interpolated from observed gravity values.
 GV0258
 GV0258;                    North         East    Units  Estimated Accuracy
 GV0258;SPC VA S     - 1,106,950.    3,682,450.      MT  (+/- 180 meters Scaled)
 GV0258
 GV0258                          SUPERSEDED SURVEY CONTROL
 GV0258
 GV0258  NGVD 29 (??/??/??)    1.737  (m)            5.70   (f) ADJUSTED    2 0
 GV0258
 GV0258.Superseded values are not recommended for survey control.
 GV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0258.See file dsdata.txt to determine how the superseded data were derived.
 GV0258
 GV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG721268(NAD 83)
 GV0258_MARKER: DB = BENCH MARK DISK
 GV0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0258_STAMPING: B 267 1942
 GV0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0258+STABILITY: SURFACE MOTION
 GV0258
 GV0258  HISTORY     - Date     Condition        Report By
 GV0258  HISTORY     - 1942     MONUMENTED       CGS
 GV0258  HISTORY     - 19970227 MARK NOT FOUND   USPSQD
 GV0258  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0258
 GV0258                          STATION DESCRIPTION
 GV0258
 GV0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0258'AT ACHILLES.
 GV0258'THIS MARK IS SET AT THE NORTHWEST CORNER OF THE GROUNDS OF THE
 GV0258'ACHILLES HIGH SCHOOL, AT ACHILLES.  ABOUT 113 FEET WEST OF THE
 GV0258'MAIN FRAME BUILDING OF THE ACHILLES HIGH SCHOOL, 22 FEET NORTHEAST
 GV0258'OF THE CENTER LINE OF THE DRIVE WAY INTO THE SCHOOL GROUNDS, 21
 GV0258'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY NO. 216, 1
 GV0258'FOOT NORTHWEST OF A WHITE REFERENCE POST AND SET 1 FOOT ABOVE THE
 GV0258'LEVEL OF THE ROAD.  A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 GV0258'CONCRETE POST.
 GV0258
 GV0258                          STATION RECOVERY (1997)
 GV0258
 GV0258'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0258'MARK NOT FOUND.
 GV0258
 GV0258                          STATION RECOVERY (2002)
 GV0258
 GV0258'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0259 ***********************************************************************
 GV0259  DESIGNATION -  B 267 RESET 1956
 GV0259  PID         -  GV0259
 GV0259  STATE/COUNTY-  VA/GLOUCESTER
 GV0259  USGS QUAD   -  ACHILLES (1983)
 GV0259
 GV0259                         *CURRENT SURVEY CONTROL
 GV0259  ___________________________________________________________________
 GV0259* NAD 83(1986)-  37 16 45.     (N)    076 26 33.     (W)     SCALED    
 GV0259* NAVD 88     -         1.14   (meters)       3.7    (feet)  RESET     
 GV0259  ___________________________________________________________________
 GV0259  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV0259
 GV0259  VERT ORDER  -  THIRD
 GV0259
 GV0259.The horizontal coordinates were scaled from a topographic map and have
 GV0259.an estimated accuracy of +/- 6 seconds.
 GV0259
 GV0259.The orthometric height was computed from unverified reset data.
 GV0259.No vertical observational check was made to the station.
 GV0259
 GV0259.The geoid height was determined by GEOID03.
 GV0259
 GV0259;                    North         East    Units  Estimated Accuracy
 GV0259;SPC VA S     - 1,106,950.    3,682,450.      MT  (+/- 180 meters Scaled)
 GV0259
 GV0259                          SUPERSEDED SURVEY CONTROL
 GV0259
 GV0259  NGVD 29 (??/??/??)    1.49   (m)            4.9    (f) RESET       3  
 GV0259
 GV0259.Superseded values are not recommended for survey control.
 GV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0259.See file dsdata.txt to determine how the superseded data were derived.
 GV0259
 GV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG721268(NAD 83)
 GV0259_MARKER: DB = BENCH MARK DISK
 GV0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0259_SP_SET: BLDG
 GV0259_STAMPING: B 267 RESET 1956
 GV0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0259
 GV0259  HISTORY     - Date     Condition        Report By
 GV0259  HISTORY     - 1956     MONUMENTED       VADH
 GV0259  HISTORY     - 1982     MARK NOT FOUND   USGS
 GV0259  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0259  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV0259  HISTORY     - 19970227 MARK NOT FOUND   USPSQD
 GV0259  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0259
 GV0259                          STATION DESCRIPTION
 GV0259
 GV0259'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1956
 GV0259'0.9 MI NE FROM BENA.
 GV0259'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 216 FROM THE POST OFFICE
 GV0259'AT BENA, AT ACHILLES, AT THE NORTHWEST CORNER OF THE COUNTY HIGH
 GV0259'SCHOOL GROUNDS, 95 FEET WEST OF THE MAIN FRAME BUILDING, 17 FEET
 GV0259'NORTHEAST OF THE SCHOOL DRIVEWAY, 45 FEET SOUTHEAST OF THE
 GV0259'CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.
 GV0259'NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 GV0259'BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN JUNE 1956.
 GV0259
 GV0259                          STATION RECOVERY (1982)
 GV0259
 GV0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GV0259'MARK NOT FOUND.
 GV0259
 GV0259                          STATION RECOVERY (1987)
 GV0259
 GV0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0259'MARK NOT FOUND.
 GV0259
 GV0259                          STATION RECOVERY (1991)
 GV0259
 GV0259'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0259'MARK NOT FOUND.
 GV0259
 GV0259                          STATION RECOVERY (1997)
 GV0259
 GV0259'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0259'MARK NOT FOUND.
 GV0259
 GV0259                          STATION RECOVERY (2002)
 GV0259
 GV0259'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0727 ***********************************************************************
 GV0727  DESIGNATION -  B 268
 GV0727  PID         -  GV0727
 GV0727  STATE/COUNTY-  VA/GLOUCESTER
 GV0727  USGS QUAD   -  GRESSITT (1986)
 GV0727
 GV0727                         *CURRENT SURVEY CONTROL
 GV0727  ___________________________________________________________________
 GV0727* NAD 83(1986)-  37 29 19.     (N)    076 37 43.     (W)     SCALED    
 GV0727* NAVD 88     -         5.322  (meters)      17.46   (feet)  ADJUSTED  
 GV0727  ___________________________________________________________________
 GV0727  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 GV0727  DYNAMIC HT  -           5.318 (meters)      17.45  (feet)  COMP
 GV0727  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 GV0727
 GV0727  VERT ORDER  -  SECOND    CLASS 0
 GV0727
 GV0727.The horizontal coordinates were scaled from a topographic map and have
 GV0727.an estimated accuracy of +/- 6 seconds.
 GV0727
 GV0727.The orthometric height was determined by differential leveling
 GV0727.and adjusted by the National Geodetic Survey in June 1991..
 GV0727
 GV0727.The geoid height was determined by GEOID03.
 GV0727
 GV0727.The dynamic height is computed by dividing the NAVD 88
 GV0727.geopotential number by the normal gravity value computed on the
 GV0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0727.degrees latitude (g = 980.6199 gals.).
 GV0727
 GV0727.The modeled gravity was interpolated from observed gravity values.
 GV0727
 GV0727;                    North         East    Units  Estimated Accuracy
 GV0727;SPC VA S     - 1,129,850.    3,665,480.      MT  (+/- 180 meters Scaled)
 GV0727
 GV0727                          SUPERSEDED SURVEY CONTROL
 GV0727
 GV0727  NGVD 29 (??/??/??)    5.703  (m)           18.71   (f) ADJUSTED    2 0
 GV0727
 GV0727.Superseded values are not recommended for survey control.
 GV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0727.See file dsdata.txt to determine how the superseded data were derived.
 GV0727
 GV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG560503(NAD 83)
 GV0727_MARKER: DB = BENCH MARK DISK
 GV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0727_STAMPING: B 268 1942
 GV0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0727+STABILITY: SURFACE MOTION
 GV0727
 GV0727  HISTORY     - Date     Condition        Report By
 GV0727  HISTORY     - 1942     MONUMENTED       CGS
 GV0727  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0727  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0727
 GV0727                          STATION DESCRIPTION
 GV0727
 GV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0727'7.8 MI NW FROM GLOUCESTER.
 GV0727'THIS MARK IS ABOUT 7.8 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 17
 GV0727'FROM THE GLOUCESTER COUNTY COURT HOUSE AT GLOUCESTER.  SET AT THE
 GV0727'NORTHWEST END OF A HIGHWAY CUT, 27.5 FEET SOUTHWEST OF THE CENTER
 GV0727'LINE OF U.S. HIGHWAY NO. 17, 137 FEET SOUTHEAST OF A TELEPHONE
 GV0727'POLE, 55 FEET EAST OF A 20 INCH MAPLE TREE, WITH A TRIANGLE BLAZE,
 GV0727'1 FOOT NORTHEAST OF A WHITE REFERENCE POST AND SET LEVEL WITH THE
 GV0727'ROAD, PROJECTING 4 INCHES ABOVE THE GROUND.  A U.S.C. AND G.S.
 GV0727'DISK SET IN THE TOP OF A CONCRETE POST.
 GV0727
 GV0727                          STATION RECOVERY (1997)
 GV0727
 GV0727'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0727'MARK NOT FOUND.
 GV0727
 GV0727                          STATION RECOVERY (2002)
 GV0727
 GV0727'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0728 ***********************************************************************
 GV0728  DESIGNATION -  B 268 RESET 1953
 GV0728  PID         -  GV0728
 GV0728  STATE/COUNTY-  VA/GLOUCESTER
 GV0728  USGS QUAD   -  GRESSITT (1986)
 GV0728
 GV0728                         *CURRENT SURVEY CONTROL
 GV0728  ___________________________________________________________________
 GV0728* NAD 83(1986)-  37 29 19.     (N)    076 37 43.     (W)     SCALED    
 GV0728* NAVD 88     -         9.58   (meters)      31.4    (feet)  RESET     
 GV0728  ___________________________________________________________________
 GV0728  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 GV0728
 GV0728  VERT ORDER  -  THIRD
 GV0728
 GV0728.The horizontal coordinates were scaled from a topographic map and have
 GV0728.an estimated accuracy of +/- 6 seconds.
 GV0728
 GV0728.The orthometric height was computed from unverified reset data.
 GV0728.No vertical observational check was made to the station.
 GV0728
 GV0728.The geoid height was determined by GEOID03.
 GV0728
 GV0728;                    North         East    Units  Estimated Accuracy
 GV0728;SPC VA S     - 1,129,850.    3,665,480.      MT  (+/- 180 meters Scaled)
 GV0728
 GV0728                          SUPERSEDED SURVEY CONTROL
 GV0728
 GV0728  NGVD 29 (??/??/??)    9.96   (m)           32.7    (f) RESET       3  
 GV0728
 GV0728.Superseded values are not recommended for survey control.
 GV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0728.See file dsdata.txt to determine how the superseded data were derived.
 GV0728
 GV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG560503(NAD 83)
 GV0728_MARKER: DD = SURVEY DISK
 GV0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0728_STAMPING: B 268 RESET 1953
 GV0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0728+STABILITY: SURFACE MOTION
 GV0728
 GV0728  HISTORY     - Date     Condition        Report By
 GV0728  HISTORY     - 1953     MONUMENTED       VADH
 GV0728  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0728  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0728  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0728  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0728
 GV0728                          STATION DESCRIPTION
 GV0728
 GV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0728'7.8 MI NW FROM GLOUCESTER.
 GV0728'ORIGINAL DESCRIPTION-- 7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 17
 GV0728'FROM THE COUNTY COURTHOUSE AT GLOUCESTER, 0.8 MILE SOUTHEAST OF
 GV0728'THE JUNCTION OF STATE HIGHWAY 14 AT ADNER, 68 FEET SOUTHWEST OF
 GV0728'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF A WHITE
 GV0728'WOODEN WITNESS POST.
 GV0728
 GV0728                          STATION RECOVERY (1971)
 GV0728
 GV0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0728'MARK NOT FOUND.
 GV0728
 GV0728                          STATION RECOVERY (1997)
 GV0728
 GV0728'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0728'MARK NOT FOUND.
 GV0728
 GV0728                          STATION RECOVERY (2002)
 GV0728
 GV0728'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1007 ***********************************************************************
 GV1007  DESIGNATION -  B 269
 GV1007  PID         -  GV1007
 GV1007  STATE/COUNTY-  VA/RICHMOND
 GV1007  USGS QUAD   -  HAYNESVILLE (1981)
 GV1007
 GV1007                         *CURRENT SURVEY CONTROL
 GV1007  ___________________________________________________________________
 GV1007* NAD 83(1986)-  37 56 02.     (N)    076 44 26.     (W)     SCALED    
 GV1007* NAVD 88     -        39.338  (meters)     129.06   (feet)  ADJUSTED  
 GV1007  ___________________________________________________________________
 GV1007  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV1007  DYNAMIC HT  -          39.312 (meters)     128.98  (feet)  COMP
 GV1007  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 GV1007
 GV1007  VERT ORDER  -  SECOND    CLASS 0
 GV1007
 GV1007.The horizontal coordinates were scaled from a topographic map and have
 GV1007.an estimated accuracy of +/- 6 seconds.
 GV1007
 GV1007.The orthometric height was determined by differential leveling
 GV1007.and adjusted by the National Geodetic Survey in June 1991..
 GV1007
 GV1007.The geoid height was determined by GEOID03.
 GV1007
 GV1007.The dynamic height is computed by dividing the NAVD 88
 GV1007.geopotential number by the normal gravity value computed on the
 GV1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1007.degrees latitude (g = 980.6199 gals.).
 GV1007
 GV1007.The modeled gravity was interpolated from observed gravity values.
 GV1007
 GV1007;                    North         East    Units  Estimated Accuracy
 GV1007;SPC VA S     - 1,179,070.    3,654,670.      MT  (+/- 180 meters Scaled)
 GV1007
 GV1007                          SUPERSEDED SURVEY CONTROL
 GV1007
 GV1007  NGVD 29 (05/17/90)   39.583  (m)          129.87   (f) ADJUSTED    2 0
 GV1007
 GV1007.Superseded values are not recommended for survey control.
 GV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1007.See file dsdata.txt to determine how the superseded data were derived.
 GV1007
 GV1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG470999(NAD 83)
 GV1007_MARKER: DB = BENCH MARK DISK
 GV1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1007_SP_SET: BUILDING
 GV1007_STAMPING: B 269 1942
 GV1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1007+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1007
 GV1007  HISTORY     - Date     Condition        Report By
 GV1007  HISTORY     - 1942     MONUMENTED       CGS
 GV1007  HISTORY     - 1961     GOOD             CGS
 GV1007  HISTORY     - 19940307 GOOD             USPSQD
 GV1007  HISTORY     - 19990306 GOOD             USPSQD
 GV1007  HISTORY     - 20031028 GOOD             USPSQD
 GV1007  HISTORY     - 20051130 GOOD             USPSQD
 GV1007
 GV1007                          STATION DESCRIPTION
 GV1007
 GV1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1007'2.1 MI SE FROM WARSAW.
 GV1007'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COUNTY
 GV1007'COURTHOUSE AT WARSAW, RICHMOND COUNTY, AT THE RICHMOND COUNTY
 GV1007'HIGH SCHOOL, IN THE NORTHWEST BRICK WALL, 2.5 FEET SOUTHWEST
 GV1007'OF THE NORTH CORNER, AND 3.4 FEET ABOVE THE GROUND.  A STANDARD
 GV1007'DISK, STAMPED B 269 1942 AND SET VERTICALLY.
 GV1007
 GV1007                          STATION RECOVERY (1994)
 GV1007
 GV1007'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1007'RECOVERED IN GOOD CONDITION.
 GV1007
 GV1007                          STATION RECOVERY (1999)
 GV1007
 GV1007'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1007'RECOVERED IN GOOD CONDITION.
 GV1007
 GV1007                          STATION RECOVERY (2003)
 GV1007
 GV1007'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1007'RECOVERED IN GOOD CONDITION.
 GV1007
 GV1007                          STATION RECOVERY (2005)
 GV1007
 GV1007'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0083 ***********************************************************************
 GA0083  DESIGNATION -  B 27
 GA0083  PID         -  GA0083
 GA0083  STATE/COUNTY-  VA/WISE
 GA0083  USGS QUAD   -  MOLL CREEK (1978)
 GA0083
 GA0083                         *CURRENT SURVEY CONTROL
 GA0083  ___________________________________________________________________
 GA0083* NAD 83(1986)-  36 50 43.     (N)    082 19 38.     (W)     SCALED    
 GA0083* NAVD 88     -       514.40   (+/-2cm)    1687.7    (feet)  VERTCON   
 GA0083  ___________________________________________________________________
 GA0083  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0083
 GA0083  VERT ORDER  -  ? (See Below)
 GA0083
 GA0083.The horizontal coordinates were scaled from a topographic map and have
 GA0083.an estimated accuracy of +/- 6 seconds.
 GA0083
 GA0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0083.The vertical order pertains to the NGVD 29 superseded value.
 GA0083
 GA0083.The geoid height was determined by GEOID03.
 GA0083
 GA0083;                    North         East    Units  Estimated Accuracy
 GA0083;SPC VA S     - 1,063,730.    3,158,740.      MT  (+/- 180 meters Scaled)
 GA0083
 GA0083                          SUPERSEDED SURVEY CONTROL
 GA0083
 GA0083  NGVD 29 (??/??/92)  514.529  (m)         1688.08   (f) ADJ UNCH    ?  
 GA0083
 GA0083.Superseded values are not recommended for survey control.
 GA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0083.See file dsdata.txt to determine how the superseded data were derived.
 GA0083
 GA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA816785(NAD 83)
 GA0083_MARKER: DD = SURVEY DISK
 GA0083_SETTING: 66 = SET IN ROCK OUTCROP
 GA0083_SP_SET: BEDROCK
 GA0083_STAMPING: 1688 B 27 1912
 GA0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0083+STABILITY: POSITION/ELEVATION WELL
 GA0083
 GA0083  HISTORY     - Date     Condition        Report By
 GA0083  HISTORY     - 1912     MONUMENTED       USGS
 GA0083  HISTORY     - 1934     GOOD             NGS
 GA0083
 GA0083                          STATION DESCRIPTION
 GA0083
 GA0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0083'AT VIRGINIA CITY.
 GA0083'AT VIRGINIA CITY, WISE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY
 GA0083'400 FEET WEST OF THE STATION, 0.6 MILE WEST OF MILEPOST 447, AT
 GA0083'VALUATION STATION 4298+43, AT THE REAR OF THE TOOLHOUSE, IN THE
 GA0083'TOP OF BEDROCK, AND 33.4 FEET NORTH OF THE TRACK.  A UNITED
 GA0083'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1688 B 27 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0897 ***********************************************************************
 FX0897  DESIGNATION -  B 27
 FX0897  PID         -  FX0897
 FX0897  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0897  USGS QUAD   -  BENNS CHURCH (1986)
 FX0897
 FX0897                         *CURRENT SURVEY CONTROL
 FX0897  ___________________________________________________________________
 FX0897* NAD 83(1986)-  36 54 02.     (N)    076 34 45.     (W)     SCALED    
 FX0897* NAVD 88     -        12.321  (meters)      40.42   (feet)  ADJUSTED  
 FX0897  ___________________________________________________________________
 FX0897  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FX0897  DYNAMIC HT  -          12.311 (meters)      40.39  (feet)  COMP
 FX0897  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 FX0897
 FX0897  VERT ORDER  -  FIRST     CLASS II
 FX0897
 FX0897.The horizontal coordinates were scaled from a topographic map and have
 FX0897.an estimated accuracy of +/- 6 seconds.
 FX0897
 FX0897.The orthometric height was determined by differential leveling
 FX0897.and adjusted by the National Geodetic Survey in June 1991..
 FX0897
 FX0897.The geoid height was determined by GEOID03.
 FX0897
 FX0897.The dynamic height is computed by dividing the NAVD 88
 FX0897.geopotential number by the normal gravity value computed on the
 FX0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0897.degrees latitude (g = 980.6199 gals.).
 FX0897
 FX0897.The modeled gravity was interpolated from observed gravity values.
 FX0897
 FX0897;                    North         East    Units  Estimated Accuracy
 FX0897;SPC VA S     - 1,064,690.    3,671,180.      MT  (+/- 180 meters Scaled)
 FX0897
 FX0897                          SUPERSEDED SURVEY CONTROL
 FX0897
 FX0897  NGVD 29 (??/??/92)   12.707  (m)           41.69   (f) ADJ UNCH    1 2
 FX0897
 FX0897.Superseded values are not recommended for survey control.
 FX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0897.See file dsdata.txt to determine how the superseded data were derived.
 FX0897
 FX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF593850(NAD 83)
 FX0897_MARKER: DB = BENCH MARK DISK
 FX0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0897_STAMPING: 41.893 B 27 1932
 FX0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0897+STABILITY: SURFACE MOTION
 FX0897
 FX0897  HISTORY     - Date     Condition        Report By
 FX0897  HISTORY     - 1932     MONUMENTED       CGS
 FX0897  HISTORY     - 1953     GOOD             NGS
 FX0897  HISTORY     - 1960     GOOD             NGS
 FX0897  HISTORY     - 20011020 POOR             USPSQD
 FX0897
 FX0897                          STATION DESCRIPTION
 FX0897
 FX0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0897'2.9 MI N FROM CHUCKATUCK.
 FX0897'2.9 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE HIGH SCHOOL
 FX0897'AT CHUCKATUCK, ABOUT 2.65 MILES SOUTH OF THE JUNCTION OF U.S.
 FX0897'HIGHWAY 258 AT BENNS CHURCH, 21 FEET WEST OF CENTER LINE OF
 FX0897'HIGHWAY, 62 FEET NORTHWEST AND ACROSS HIGHWAY FROM TELEPHONE
 FX0897'POLE 240, 132 1/2 FEET NORTH OF POWER POLE NO. 236, 156 FEET
 FX0897'NORTH OF CENTER OF WEST END OF A 15-INCH PIPE CULVERT, ABOUT
 FX0897'1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FX0897'POST PROJECTING 4 INCHES.
 FX0897
 FX0897                          STATION RECOVERY (1960)
 FX0897
 FX0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0897'RECOVERED IN GOOD CONDITION.
 FX0897
 FX0897                          STATION RECOVERY (2001)
 FX0897
 FX0897'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0897'NOTE = DISK MISSING, CONCRETE POST LYING ON SIDE APROXIMATELY 12 FEET
 FX0897'NORTH OF ITS ORIGINAL POSITION.  IN VERY POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0063 ***********************************************************************
 GV0063  DESIGNATION -  B 271
 GV0063  PID         -  GV0063
 GV0063  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0063  USGS QUAD   -  HEATHSVILLE (1992)
 GV0063
 GV0063                         *CURRENT SURVEY CONTROL
 GV0063  ___________________________________________________________________
 GV0063* NAD 83(1986)-  37 53 27.     (N)    076 24 56.     (W)     SCALED    
 GV0063* NAVD 88     -        33.053  (meters)     108.44   (feet)  ADJUSTED  
 GV0063  ___________________________________________________________________
 GV0063  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 GV0063  DYNAMIC HT  -          33.031 (meters)     108.37  (feet)  COMP
 GV0063  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 GV0063
 GV0063  VERT ORDER  -  FIRST     CLASS I
 GV0063
 GV0063.The horizontal coordinates were scaled from a topographic map and have
 GV0063.an estimated accuracy of +/- 6 seconds.
 GV0063
 GV0063.The orthometric height was determined by differential leveling
 GV0063.and adjusted by the National Geodetic Survey in June 1991..
 GV0063
 GV0063.The geoid height was determined by GEOID03.
 GV0063
 GV0063.The dynamic height is computed by dividing the NAVD 88
 GV0063.geopotential number by the normal gravity value computed on the
 GV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0063.degrees latitude (g = 980.6199 gals.).
 GV0063
 GV0063.The modeled gravity was interpolated from observed gravity values.
 GV0063
 GV0063;                    North         East    Units  Estimated Accuracy
 GV0063;SPC VA S     - 1,174,870.    3,683,340.      MT  (+/- 180 meters Scaled)
 GV0063
 GV0063                          SUPERSEDED SURVEY CONTROL
 GV0063
 GV0063  NGVD 29 (05/17/90)   33.297  (m)          109.24   (f) ADJUSTED    1 1
 GV0063
 GV0063.Superseded values are not recommended for survey control.
 GV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0063.See file dsdata.txt to determine how the superseded data were derived.
 GV0063
 GV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG755946(NAD 83)
 GV0063_MARKER: DB = BENCH MARK DISK
 GV0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0063_STAMPING: B 271 1942
 GV0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0063+STABILITY: SURFACE MOTION
 GV0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0063+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0063
 GV0063  HISTORY     - Date     Condition        Report By
 GV0063  HISTORY     - 1942     MONUMENTED       CGS
 GV0063  HISTORY     - 1971     GOOD             NGS
 GV0063  HISTORY     - 1989     GOOD             USPSQD
 GV0063  HISTORY     - 19940522 GOOD             USPSQD
 GV0063  HISTORY     - 20020307 GOOD             USPSQD
 GV0063  HISTORY     - 20051026 GOOD             USPSQD
 GV0063
 GV0063                          STATION DESCRIPTION
 GV0063
 GV0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0063'3.7 MI W FROM BURGESS.
 GV0063'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION
 GV0063'OF STATE HIGHWAY 200 AT BURGESS, ABOUT 0.2 MILE SOUTHEAST OF A
 GV0063'ROAD JUNCTION AT HORSE HEAD, 35 FEET SOUTH OF THE CENTER LINE OF
 GV0063'THE HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF A DRIVEWAY THAT
 GV0063'LEADS TO THE W.T. BEATLEY FARMHOUSE, 6 FEET EAST OF POWER POLE
 GV0063'NUMBER 51400, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 GV0063'OF A CONCRETE POST PROJECTING 2 INCHES.
 GV0063
 GV0063                          STATION RECOVERY (1989)
 GV0063
 GV0063'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0063'RECOVERED IN GOOD CONDITION.
 GV0063
 GV0063                          STATION RECOVERY (1994)
 GV0063
 GV0063'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0063'RECOVERED IN GOOD CONDITION.
 GV0063
 GV0063                          STATION RECOVERY (2002)
 GV0063
 GV0063'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0063'RECOVERED IN GOOD CONDITION.
 GV0063
 GV0063                          STATION RECOVERY (2005)
 GV0063
 GV0063'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0028 ***********************************************************************
 GV0028  DESIGNATION -  B 272
 GV0028  PID         -  GV0028
 GV0028  STATE/COUNTY-  VA/LANCASTER
 GV0028  USGS QUAD   -  IRVINGTON (1992)
 GV0028
 GV0028                         *CURRENT SURVEY CONTROL
 GV0028  ___________________________________________________________________
 GV0028* NAD 83(1986)-  37 39 45.     (N)    076 23 06.     (W)     SCALED    
 GV0028* NAVD 88     -        12.657  (meters)      41.53   (feet)  POSTED    
 GV0028  ___________________________________________________________________
 GV0028  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 GV0028  DYNAMIC HT  -          12.650 (meters)      41.50  (feet)  COMP
 GV0028  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 GV0028
 GV0028  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GV0028
 GV0028.The horizontal coordinates were scaled from a topographic map and have
 GV0028.an estimated accuracy of +/- 6 seconds.
 GV0028
 GV0028.The orthometric height was determined by differential leveling
 GV0028.and adjusted by the National Geodetic Survey in 1992..
 GV0028.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GV0028.rate of 3.1 thru 4.0 mm/km.
 GV0028
 GV0028.The geoid height was determined by GEOID03.
 GV0028
 GV0028.The dynamic height is computed by dividing the NAVD 88
 GV0028.geopotential number by the normal gravity value computed on the
 GV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0028.degrees latitude (g = 980.6199 gals.).
 GV0028
 GV0028.The modeled gravity was interpolated from observed gravity values.
 GV0028
 GV0028;                    North         East    Units  Estimated Accuracy
 GV0028;SPC VA S     - 1,149,600.    3,686,590.      MT  (+/- 180 meters Scaled)
 GV0028
 GV0028                          SUPERSEDED SURVEY CONTROL
 GV0028
 GV0028  NGVD 29 (05/17/90)   12.898  (m)           42.32   (f) ADJUSTED    2 0
 GV0028
 GV0028.Superseded values are not recommended for survey control.
 GV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0028.See file dsdata.txt to determine how the superseded data were derived.
 GV0028
 GV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG778692(NAD 83)
 GV0028_MARKER: DB = BENCH MARK DISK
 GV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0028_STAMPING: B 272 1942
 GV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0028+STABILITY: SURFACE MOTION
 GV0028
 GV0028  HISTORY     - Date     Condition        Report By
 GV0028  HISTORY     - 1942     MONUMENTED       CGS
 GV0028  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV0028  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV0028
 GV0028                          STATION DESCRIPTION
 GV0028
 GV0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0028'1.2 MI N FROM WHITESTONE.
 GV0028'1.2 MILES NORTH ALONG STATE HIGHWAY 200 FROM THE PEOPLES BANK AT
 GV0028'WHITESTONE, AT A T INTERSECTION OF THE HIGHWAY AND DIRT ROAD NO.
 GV0028'646 LEADING NORTHWEST, 33 FEET NORTHWEST OF THE CENTER LINE OF THE
 GV0028'HIGHWAY, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 GV0028'AND 1 1/2 FEET EAST OF A REFERENCE POST.  A DISK, SET IN THE TOP
 GV0028'OF A CONCRETE POST.
 GV0028
 GV0028                          STATION RECOVERY (1998)
 GV0028
 GV0028'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0028'MARK NOT FOUND.
 GV0028
 GV0028                          STATION RECOVERY (2002)
 GV0028
 GV0028'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0029 ***********************************************************************
 GV0029  DESIGNATION -  B 272 RESET 1950
 GV0029  PID         -  GV0029
 GV0029  STATE/COUNTY-  VA/LANCASTER
 GV0029  USGS QUAD   -  IRVINGTON (1992)
 GV0029
 GV0029                         *CURRENT SURVEY CONTROL
 GV0029  ___________________________________________________________________
 GV0029* NAD 83(1986)-  37 39 45.     (N)    076 23 06.     (W)     SCALED    
 GV0029* NAVD 88     -        12.809  (meters)      42.02   (feet)  ADJUSTED  
 GV0029  ___________________________________________________________________
 GV0029  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 GV0029  DYNAMIC HT  -          12.800 (meters)      41.99  (feet)  COMP
 GV0029  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 GV0029
 GV0029  VERT ORDER  -  FIRST     CLASS I
 GV0029
 GV0029.The horizontal coordinates were scaled from a topographic map and have
 GV0029.an estimated accuracy of +/- 6 seconds.
 GV0029
 GV0029.The orthometric height was determined by differential leveling
 GV0029.and adjusted by the National Geodetic Survey in June 1991..
 GV0029
 GV0029.The geoid height was determined by GEOID03.
 GV0029
 GV0029.The dynamic height is computed by dividing the NAVD 88
 GV0029.geopotential number by the normal gravity value computed on the
 GV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0029.degrees latitude (g = 980.6199 gals.).
 GV0029
 GV0029.The modeled gravity was interpolated from observed gravity values.
 GV0029
 GV0029;                    North         East    Units  Estimated Accuracy
 GV0029;SPC VA S     - 1,149,600.    3,686,590.      MT  (+/- 180 meters Scaled)
 GV0029
 GV0029                          SUPERSEDED SURVEY CONTROL
 GV0029
 GV0029  NGVD 29 (??/??/??)   13.051  (m)           42.82   (f) ADJUSTED    1 1
 GV0029
 GV0029.Superseded values are not recommended for survey control.
 GV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0029.See file dsdata.txt to determine how the superseded data were derived.
 GV0029
 GV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG778692(NAD 83)
 GV0029_MARKER: DB = BENCH MARK DISK
 GV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0029_STAMPING: B 272 RESET 1950
 GV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0029+STABILITY: SURFACE MOTION
 GV0029
 GV0029  HISTORY     - Date     Condition        Report By
 GV0029  HISTORY     - 1950     MONUMENTED       CGS
 GV0029  HISTORY     - 1971     GOOD             NGS
 GV0029  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV0029  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV0029  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV0029  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV0029
 GV0029                          STATION DESCRIPTION
 GV0029
 GV0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0029'1 MI N FROM WHITE STONE.
 GV0029'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0029'OF STATE HIGHWAY 3 AT WHITE STONE, 218 FEET SOUTHWEST OF THE
 GV0029'CENTER OF THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD 646, 93 FEET
 GV0029'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET NORTHEAST
 GV0029'OF THE NORTHEAST CORNER OF A 2-STORY FRAME HOUSE, ABOUT LEVEL WITH
 GV0029'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 GV0029'WITH THE SURFACE OF THE GROUND.
 GV0029
 GV0029                          STATION RECOVERY (1991)
 GV0029
 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1991 (CMP)
 GV0029'MARK NOT FOUND.
 GV0029
 GV0029                          STATION RECOVERY (1994)
 GV0029
 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0029'MARK NOT FOUND.
 GV0029
 GV0029                          STATION RECOVERY (1998)
 GV0029
 GV0029'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0029'MARK NOT FOUND.
 GV0029
 GV0029                          STATION RECOVERY (2002)
 GV0029
 GV0029'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0940 ***********************************************************************
 GV0940  DESIGNATION -  B 273
 GV0940  PID         -  GV0940
 GV0940  STATE/COUNTY-  VA/RICHMOND
 GV0940  USGS QUAD   -  LOTTSBURG (1981)
 GV0940
 GV0940                         *CURRENT SURVEY CONTROL
 GV0940  ___________________________________________________________________
 GV0940* NAD 83(1986)-  37 56 56.     (N)    076 36 15.     (W)     SCALED    
 GV0940* NAVD 88     -        44.023  (meters)     144.43   (feet)  ADJUSTED  
 GV0940  ___________________________________________________________________
 GV0940  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 GV0940  DYNAMIC HT  -          43.994 (meters)     144.34  (feet)  COMP
 GV0940  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 GV0940
 GV0940  VERT ORDER  -  FIRST     CLASS I
 GV0940
 GV0940.The horizontal coordinates were scaled from a topographic map and have
 GV0940.an estimated accuracy of +/- 6 seconds.
 GV0940
 GV0940.The orthometric height was determined by differential leveling
 GV0940.and adjusted by the National Geodetic Survey in June 1991..
 GV0940
 GV0940.The geoid height was determined by GEOID03.
 GV0940
 GV0940.The dynamic height is computed by dividing the NAVD 88
 GV0940.geopotential number by the normal gravity value computed on the
 GV0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0940.degrees latitude (g = 980.6199 gals.).
 GV0940
 GV0940.The modeled gravity was interpolated from observed gravity values.
 GV0940
 GV0940;                    North         East    Units  Estimated Accuracy
 GV0940;SPC VA S     - 1,180,970.    3,666,620.      MT  (+/- 180 meters Scaled)
 GV0940
 GV0940                          SUPERSEDED SURVEY CONTROL
 GV0940
 GV0940  NGVD 29 (05/17/90)   44.268  (m)          145.24   (f) ADJUSTED    1 1
 GV0940
 GV0940.Superseded values are not recommended for survey control.
 GV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0940.See file dsdata.txt to determine how the superseded data were derived.
 GV0940
 GV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH590013(NAD 83)
 GV0940_MARKER: DB = BENCH MARK DISK
 GV0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0940_STAMPING: B 273 1942
 GV0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0940+STABILITY: SURFACE MOTION
 GV0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0940+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 GV0940
 GV0940  HISTORY     - Date     Condition        Report By
 GV0940  HISTORY     - 1942     MONUMENTED       CGS
 GV0940  HISTORY     - 1971     GOOD             NGS
 GV0940  HISTORY     - 1988     GOOD             USPSQD
 GV0940  HISTORY     - 19940207 GOOD             USPSQD
 GV0940  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0940  HISTORY     - 20031028 GOOD             USPSQD
 GV0940
 GV0940                          STATION DESCRIPTION
 GV0940
 GV0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0940'AT VILLAGE.
 GV0940'AT VILLAGE, AT THE JUNCTION OF U.S. HIGHWAY 360 AND COUNTY ROAD
 GV0940'617, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE COUNTY ROAD,
 GV0940'69 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY,
 GV0940'8 1/2 FEET NORTH OF POWER POLE NUMBER 610R3 WHICH BEARS A
 GV0940'TRANSFORMER, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 GV0940'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 GV0940'POST PROJECTING 1 INCH.
 GV0940
 GV0940                          STATION RECOVERY (1988)
 GV0940
 GV0940'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRM)
 GV0940'RECOVERED IN GOOD CONDITION.
 GV0940
 GV0940                          STATION RECOVERY (1994)
 GV0940
 GV0940'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0940'RECOVERED IN GOOD CONDITION.
 GV0940
 GV0940                          STATION RECOVERY (1999)
 GV0940
 GV0940'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0940'MARK NOT FOUND.
 GV0940
 GV0940                          STATION RECOVERY (2003)
 GV0940
 GV0940'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1795 ***********************************************************************
 GV1795  DESIGNATION -  B 276
 GV1795  PID         -  GV1795
 GV1795  STATE/COUNTY-  VA/HENRICO
 GV1795  USGS QUAD   -  ROXBURY (1994)
 GV1795
 GV1795                         *CURRENT SURVEY CONTROL
 GV1795  ___________________________________________________________________
 GV1795* NAD 83(1986)-  37 26 45.     (N)    077 14 00.     (W)     SCALED    
 GV1795* NAVD 88     -        45.299  (meters)     148.62   (feet)  ADJUSTED  
 GV1795  ___________________________________________________________________
 GV1795  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV1795  DYNAMIC HT  -          45.268 (meters)     148.52  (feet)  COMP
 GV1795  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 GV1795
 GV1795  VERT ORDER  -  SECOND    CLASS 0
 GV1795
 GV1795.The horizontal coordinates were scaled from a topographic map and have
 GV1795.an estimated accuracy of +/- 6 seconds.
 GV1795
 GV1795.The orthometric height was determined by differential leveling
 GV1795.and adjusted by the National Geodetic Survey in June 1991..
 GV1795
 GV1795.The geoid height was determined by GEOID03.
 GV1795
 GV1795.The dynamic height is computed by dividing the NAVD 88
 GV1795.geopotential number by the normal gravity value computed on the
 GV1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1795.degrees latitude (g = 980.6199 gals.).
 GV1795
 GV1795.The modeled gravity was interpolated from observed gravity values.
 GV1795
 GV1795;                    North         East    Units  Estimated Accuracy
 GV1795;SPC VA S     - 1,124,210.    3,612,080.      MT  (+/- 180 meters Scaled)
 GV1795
 GV1795                          SUPERSEDED SURVEY CONTROL
 GV1795
 GV1795  NGVD 29 (??/??/??)   45.635  (m)          149.72   (f) ADJUSTED    2 0
 GV1795
 GV1795.Superseded values are not recommended for survey control.
 GV1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1795.See file dsdata.txt to determine how the superseded data were derived.
 GV1795
 GV1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG024466(NAD 83)
 GV1795_MARKER: DB = BENCH MARK DISK
 GV1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1795_STAMPING: B-276 1942
 GV1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1795+STABILITY: SURFACE MOTION
 GV1795
 GV1795  HISTORY     - Date     Condition        Report By
 GV1795  HISTORY     - 1942     MONUMENTED       CGS
 GV1795  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1795  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1795  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1795
 GV1795                          STATION DESCRIPTION
 GV1795
 GV1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1795'2.7 MI S FROM ELKO.
 GV1795'2.7 MILES SOUTH ALONG STATE HIGHWAY NO. 156 FROM THE STATION AT
 GV1795'ELKO, SET AT THE INTERSECTION OF FOUR ROADS, 40 FEET SOUTHWEST
 GV1795'OF THE CENTER-LINE OF THE HIGHWAY LEADING SOUTHEAST, 38 FEET
 GV1795'SOUTHEAST OF THE CENTER-LINE OF THE HIGHWAY LEADING SOUTHWEST,
 GV1795'18.4 FEET SOUTH OF THE  LENDALE SIGN POST, 0.9 FOOT NORTHWEST OF A
 GV1795'REFERENCE POST.  A BENCH MARK DISK SET IN TOP OF A CONCRETE POST.
 GV1795
 GV1795                          STATION RECOVERY (1996)
 GV1795
 GV1795'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1795'MARK NOT FOUND.
 GV1795
 GV1795                          STATION RECOVERY (2000)
 GV1795
 GV1795'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1795'MARK NOT FOUND.
 GV1795
 GV1795                          STATION RECOVERY (2005)
 GV1795
 GV1795'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1796 ***********************************************************************
 GV1796  DESIGNATION -  B 276 RESET 1953
 GV1796  PID         -  GV1796
 GV1796  STATE/COUNTY-  VA/HENRICO
 GV1796  USGS QUAD   -  ROXBURY (1994)
 GV1796
 GV1796                         *CURRENT SURVEY CONTROL
 GV1796  ___________________________________________________________________
 GV1796* NAD 83(1986)-  37 26 45.     (N)    077 14 00.     (W)     SCALED    
 GV1796* NAVD 88     -        45.19   (meters)     148.3    (feet)  RESET     
 GV1796  ___________________________________________________________________
 GV1796  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV1796
 GV1796  VERT ORDER  -  THIRD
 GV1796
 GV1796.The horizontal coordinates were scaled from a topographic map and have
 GV1796.an estimated accuracy of +/- 6 seconds.
 GV1796
 GV1796.The orthometric height was computed from unverified reset data.
 GV1796.No vertical observational check was made to the station.
 GV1796
 GV1796.The geoid height was determined by GEOID03.
 GV1796
 GV1796;                    North         East    Units  Estimated Accuracy
 GV1796;SPC VA S     - 1,124,210.    3,612,080.      MT  (+/- 180 meters Scaled)
 GV1796
 GV1796                          SUPERSEDED SURVEY CONTROL
 GV1796
 GV1796  NGVD 29 (??/??/??)   45.52   (m)          149.3    (f) RESET       3  
 GV1796
 GV1796.Superseded values are not recommended for survey control.
 GV1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1796.See file dsdata.txt to determine how the superseded data were derived.
 GV1796
 GV1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG024466(NAD 83)
 GV1796_MARKER: DB = BENCH MARK DISK
 GV1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1796_STAMPING: B 276 RESET 1953
 GV1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1796+STABILITY: SURFACE MOTION
 GV1796
 GV1796  HISTORY     - Date     Condition        Report By
 GV1796  HISTORY     - 1953     MONUMENTED       VADH
 GV1796  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1796  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV1796  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1796
 GV1796                          STATION DESCRIPTION
 GV1796
 GV1796'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1953
 GV1796'2.7 MI S FROM ELKO.
 GV1796'2.7 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT
 GV1796'ELKO, HENRICO COUNTY, AT THE INTERSECTION OF FOUR ROADS, 28 FEET
 GV1796'NORTH OF THE CENTERLINE OF STATE SECONDARY HIGHWAY 601 AND 170
 GV1796'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 156.  A STANDARD
 GV1796'DISK, STAMPED B 276 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 GV1796
 GV1796                          STATION RECOVERY (1989)
 GV1796
 GV1796'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMD)
 GV1796'MARK NOT FOUND.
 GV1796
 GV1796                          STATION RECOVERY (1991)
 GV1796
 GV1796'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLH)
 GV1796'MARK NOT FOUND.
 GV1796
 GV1796                          STATION RECOVERY (2005)
 GV1796
 GV1796'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0740 ***********************************************************************
 GV0740  DESIGNATION -  B 277
 GV0740  PID         -  GV0740
 GV0740  STATE/COUNTY-  VA/CHARLES CITY
 GV0740  USGS QUAD   -  BRANDON (1980)
 GV0740
 GV0740                         *CURRENT SURVEY CONTROL
 GV0740  ___________________________________________________________________
 GV0740* NAD 83(1986)-  37 18 16.     (N)    076 57 23.     (W)     SCALED    
 GV0740* NAVD 88     -        11.652  (meters)      38.23   (feet)  ADJUSTED  
 GV0740  ___________________________________________________________________
 GV0740  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 GV0740  DYNAMIC HT  -          11.644 (meters)      38.20  (feet)  COMP
 GV0740  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 GV0740
 GV0740  VERT ORDER  -  SECOND    CLASS 0
 GV0740
 GV0740.The horizontal coordinates were scaled from a topographic map and have
 GV0740.an estimated accuracy of +/- 6 seconds.
 GV0740
 GV0740.The orthometric height was determined by differential leveling
 GV0740.and adjusted by the National Geodetic Survey in June 1991..
 GV0740
 GV0740.The geoid height was determined by GEOID03.
 GV0740
 GV0740.The dynamic height is computed by dividing the NAVD 88
 GV0740.geopotential number by the normal gravity value computed on the
 GV0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0740.degrees latitude (g = 980.6199 gals.).
 GV0740
 GV0740.The modeled gravity was interpolated from observed gravity values.
 GV0740
 GV0740;                    North         East    Units  Estimated Accuracy
 GV0740;SPC VA S     - 1,108,890.    3,636,840.      MT  (+/- 180 meters Scaled)
 GV0740
 GV0740                          SUPERSEDED SURVEY CONTROL
 GV0740
 GV0740  NGVD 29 (??/??/??)   11.975  (m)           39.29   (f) ADJUSTED    2 0
 GV0740
 GV0740.Superseded values are not recommended for survey control.
 GV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0740.See file dsdata.txt to determine how the superseded data were derived.
 GV0740
 GV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG266304(NAD 83)
 GV0740_MARKER: DB = BENCH MARK DISK
 GV0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0740_STAMPING: B 277 1942
 GV0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0740+STABILITY: SURFACE MOTION
 GV0740
 GV0740  HISTORY     - Date     Condition        Report By
 GV0740  HISTORY     - 1942     MONUMENTED       CGS
 GV0740  HISTORY     - 1961     GOOD             CGS
 GV0740  HISTORY     - 19960309 GOOD             USPSQD
 GV0740  HISTORY     - 20000927 GOOD             USPSQD
 GV0740  HISTORY     - 20010331 GOOD             NGS
 GV0740
 GV0740                          STATION DESCRIPTION
 GV0740
 GV0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0740'15.8 MI SW FROM WILLIAMSBURG.
 GV0740'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0740'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 14.25 MILES
 GV0740'WEST ALONG STATE HIGHWAY 5, ABOUT 1.6 MILES NORTHWEST OF THE
 GV0740'INTERSECTION OF STATE HIGHWAY 5 AND COUNTY ROAD 623, 33 FEET
 GV0740'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 127 FEET NORTHWEST
 GV0740'OF POWER POLE NUMBER 159, 105 FEET NORTHWEST OF A HIGHWAY SIGN
 GV0740'THAT BEARS THE LETTERS CHARLES CITY 9 AND RICHMOND 39, 9 FEET
 GV0740'NORTHWEST OF A 14-INCH OAK TREE, 1.3 FEET SOUTHEAST OF A METAL
 GV0740'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 GV0740'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 GV0740
 GV0740                          STATION RECOVERY (1996)
 GV0740
 GV0740'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0740'RECOVERED IN GOOD CONDITION.
 GV0740
 GV0740                          STATION RECOVERY (2000)
 GV0740
 GV0740'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0740'RECOVERED IN GOOD CONDITION.
 GV0740
 GV0740                          STATION RECOVERY (2001)
 GV0740
 GV0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0443 ***********************************************************************
 GV0443  DESIGNATION -  B 278
 GV0443  PID         -  GV0443
 GV0443  STATE/COUNTY-  VA/SURRY
 GV0443  USGS QUAD   -  CLAREMONT (1986)
 GV0443
 GV0443                         *CURRENT SURVEY CONTROL
 GV0443  ___________________________________________________________________
 GV0443* NAD 83(1986)-  37 12 37.     (N)    076 58 09.     (W)     SCALED    
 GV0443* NAVD 88     -        29.578  (meters)      97.04   (feet)  ADJUSTED  
 GV0443  ___________________________________________________________________
 GV0443  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 GV0443  DYNAMIC HT  -          29.556 (meters)      96.97  (feet)  COMP
 GV0443  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 GV0443
 GV0443  VERT ORDER  -  FIRST     CLASS I
 GV0443
 GV0443.The horizontal coordinates were scaled from a topographic map and have
 GV0443.an estimated accuracy of +/- 6 seconds.
 GV0443
 GV0443.The orthometric height was determined by differential leveling
 GV0443.and adjusted by the National Geodetic Survey in June 1991..
 GV0443
 GV0443.The geoid height was determined by GEOID03.
 GV0443
 GV0443.The dynamic height is computed by dividing the NAVD 88
 GV0443.geopotential number by the normal gravity value computed on the
 GV0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0443.degrees latitude (g = 980.6199 gals.).
 GV0443
 GV0443.The modeled gravity was interpolated from observed gravity values.
 GV0443
 GV0443;                    North         East    Units  Estimated Accuracy
 GV0443;SPC VA S     - 1,098,420.    3,635,870.      MT  (+/- 180 meters Scaled)
 GV0443
 GV0443                          SUPERSEDED SURVEY CONTROL
 GV0443
 GV0443  NGVD 29 (??/??/??)   29.812  (m)           97.81   (f) ADJUSTED    1 1
 GV0443
 GV0443.Superseded values are not recommended for survey control.
 GV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0443.See file dsdata.txt to determine how the superseded data were derived.
 GV0443
 GV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG252200(NAD 83)
 GV0443_MARKER: DB = BENCH MARK DISK
 GV0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0443_STAMPING: B 278 1942
 GV0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0443+STABILITY: SURFACE MOTION
 GV0443
 GV0443  HISTORY     - Date     Condition        Report By
 GV0443  HISTORY     - 1942     MONUMENTED       CGS
 GV0443  HISTORY     - 1971     GOOD             NGS
 GV0443  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0443  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0443
 GV0443                          STATION DESCRIPTION
 GV0443
 GV0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0443'1.3 MI S FROM CLAREMONT.
 GV0443'ABOUT 0.7 MILE SOUTHWEST ALONG COUNTY ROAD T 613 FROM THE POST
 GV0443'OFFICE AT CLEARMONT, THENCE 0.6 MILE SOUTH ALONG COUNTY ROAD
 GV0443'T 646, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 626
 GV0443'LEADING EAST, 68 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 GV0443'OF THE COUNTY ROAD AND A DRIVEWAY LEADING WEST TO A TWO-STORY
 GV0443'FARM HOUSE, 21 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 GV0443'62 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 29 1/2 FEET NORTH
 GV0443'OF POWER LINE POLE NO. 65 WHICH BEARS A TRANSFORMER, 1.2 FEET
 GV0443'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY
 GV0443'ROAD AND SET IN THE TOP OF A CONCRETE PRECAST POST PROJECTING
 GV0443'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0443
 GV0443                          STATION RECOVERY (1997)
 GV0443
 GV0443'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0443'MARK NOT FOUND.
 GV0443
 GV0443                          STATION RECOVERY (2002)
 GV0443
 GV0443'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1805 ***********************************************************************
 GV1805  DESIGNATION -  B 279
 GV1805  PID         -  GV1805
 GV1805  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1805  USGS QUAD   -  WESTOVER (1994)
 GV1805
 GV1805                         *CURRENT SURVEY CONTROL
 GV1805  ___________________________________________________________________
 GV1805* NAD 83(1986)-  37 16 34.     (N)    077 12 24.     (W)     SCALED    
 GV1805* NAVD 88     -        34.359  (meters)     112.73   (feet)  ADJUSTED  
 GV1805  ___________________________________________________________________
 GV1805  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV1805  DYNAMIC HT  -          34.335 (meters)     112.65  (feet)  COMP
 GV1805  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 GV1805
 GV1805  VERT ORDER  -  SECOND    CLASS 0
 GV1805
 GV1805.The horizontal coordinates were scaled from a topographic map and have
 GV1805.an estimated accuracy of +/- 6 seconds.
 GV1805
 GV1805.The orthometric height was determined by differential leveling
 GV1805.and adjusted by the National Geodetic Survey in June 1991..
 GV1805
 GV1805.The geoid height was determined by GEOID03.
 GV1805
 GV1805.The dynamic height is computed by dividing the NAVD 88
 GV1805.geopotential number by the normal gravity value computed on the
 GV1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1805.degrees latitude (g = 980.6199 gals.).
 GV1805
 GV1805.The modeled gravity was interpolated from observed gravity values.
 GV1805
 GV1805;                    North         East    Units  Estimated Accuracy
 GV1805;SPC VA S     - 1,105,410.    3,614,690.      MT  (+/- 180 meters Scaled)
 GV1805
 GV1805                          SUPERSEDED SURVEY CONTROL
 GV1805
 GV1805  NGVD 29 (??/??/??)   34.713  (m)          113.89   (f) ADJUSTED    2 0
 GV1805
 GV1805.Superseded values are not recommended for survey control.
 GV1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1805.See file dsdata.txt to determine how the superseded data were derived.
 GV1805
 GV1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG043277(NAD 83)
 GV1805_MARKER: DB = BENCH MARK DISK
 GV1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1805_STAMPING: B 279 1942
 GV1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1805+STABILITY: SURFACE MOTION
 GV1805
 GV1805  HISTORY     - Date     Condition        Report By
 GV1805  HISTORY     - 1942     MONUMENTED       CGS
 GV1805  HISTORY     - 1961     GOOD             CGS
 GV1805  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1805  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1805
 GV1805                          STATION DESCRIPTION
 GV1805
 GV1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1805'4.8 MI SE FROM HOPEWELL.
 GV1805'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE NORFOLK
 GV1805'AND WESTERN RAILWAY STATION AT HOPEWELL, PRINCE GEORGE COUNTY, AT
 GV1805'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 29 FEET WEST OF THE
 GV1805'CENTER LINE OF THE HIGHWAY, 5.4 FEET EAST OF THE NORTHEAST CORNER
 GV1805'OF A FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A
 GV1805'STANDARD DISK, STAMPED B 279 1942 AND SET IN THE TOP OF A CONCRETE
 GV1805'POST.  NOTE-- IT IS 1.0 FOOT NORTH OF A CGS WITNESS SIGN AND
 GV1805'12 FEET WEST OF A HIGHWAY CURVE SIGN.
 GV1805
 GV1805                          STATION RECOVERY (1998)
 GV1805
 GV1805'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1805'MARK NOT FOUND.
 GV1805
 GV1805                          STATION RECOVERY (2003)
 GV1805
 GV1805'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1823 ***********************************************************************
 GV1823  DESIGNATION -  B 280
 GV1823  PID         -  GV1823
 GV1823  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1823  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1823
 GV1823                         *CURRENT SURVEY CONTROL
 GV1823  ___________________________________________________________________
 GV1823* NAD 83(1986)-  37 11 20.     (N)    077 07 45.     (W)     SCALED    
 GV1823* NAVD 88     -        20.614  (meters)      67.63   (feet)  POSTED    
 GV1823  ___________________________________________________________________
 GV1823  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 GV1823  DYNAMIC HT  -          20.600 (meters)      67.59  (feet)  COMP
 GV1823  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 GV1823
 GV1823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1823
 GV1823.The horizontal coordinates were scaled from a topographic map and have
 GV1823.an estimated accuracy of +/- 6 seconds.
 GV1823
 GV1823.The orthometric height was determined by differential leveling
 GV1823.and adjusted by the National Geodetic Survey in 1992..
 GV1823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1823.rate of 0.0 thru 1.0 mm/km.
 GV1823
 GV1823.The geoid height was determined by GEOID03.
 GV1823
 GV1823.The dynamic height is computed by dividing the NAVD 88
 GV1823.geopotential number by the normal gravity value computed on the
 GV1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1823.degrees latitude (g = 980.6199 gals.).
 GV1823
 GV1823.The modeled gravity was interpolated from observed gravity values.
 GV1823
 GV1823;                    North         East    Units  Estimated Accuracy
 GV1823;SPC VA S     - 1,095,830.    3,621,710.      MT  (+/- 180 meters Scaled)
 GV1823
 GV1823                          SUPERSEDED SURVEY CONTROL
 GV1823
 GV1823  NGVD 29 (??/??/??)   20.957  (m)           68.76   (f) ADJUSTED    2 0
 GV1823
 GV1823.Superseded values are not recommended for survey control.
 GV1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1823.See file dsdata.txt to determine how the superseded data were derived.
 GV1823
 GV1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG110179(NAD 83)
 GV1823_MARKER: DB = BENCH MARK DISK
 GV1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1823_STAMPING: B 280 1942
 GV1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1823+STABILITY: SURFACE MOTION
 GV1823
 GV1823  HISTORY     - Date     Condition        Report By
 GV1823  HISTORY     - 1942     MONUMENTED       CGS
 GV1823  HISTORY     - 1961     GOOD             CGS
 GV1823  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 GV1823
 GV1823                          STATION DESCRIPTION
 GV1823
 GV1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1823'1 MI NE FROM NEWVILLE.
 GV1823'1.0 MILE NORTHEAST ALON  SECONDARY STATE HIGHWAY 616 FROM THE
 GV1823'INTERSECTION OF STATE HIGHWAY 154 AT NEWVILLE, PRINCE GEORGE
 GV1823'COUNTY, AT THE SOUTHEAST EDGE OF THE WOODS, NEAR THE JUNCTION OF
 GV1823'A PRIVATE ROAD LEADING SOUTHEAST TO A FARMHOUSE, 17.5 FEET
 GV1823'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.3 FEET NORTHEAST
 GV1823'OF A TRIANGULAR-BLAZED 20-INCH PINE TREE, AND 0.7 FOOT SOUTHEAST
 GV1823'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPD B 280
 GV1823'1942 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 154
 GV1823'IS NOW 625 AND MARK IS NORTHWEST OF HIGHWAY NOT SOUTHWEST AND THE
 GV1823'WITNESS POST WAS REPLACED WITH A CGS WITNESS SIGN.  THE MARK IS
 GV1823'75 FEET NORTHEAST OF THE CENTER OF THE DRIVE.
 GV1823
 GV1823                          STATION RECOVERY (1998)
 GV1823
 GV1823'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0394 ***********************************************************************
 GV0394  DESIGNATION -  B 281
 GV0394  PID         -  GV0394
 GV0394  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV0394  USGS QUAD   -  BACONS CASTLE (1992)
 GV0394
 GV0394                         *CURRENT SURVEY CONTROL
 GV0394  ___________________________________________________________________
 GV0394* NAD 83(1986)-  37 01 31.     (N)    076 38 58.     (W)     SCALED    
 GV0394* NAVD 88     -        18.636  (meters)      61.14   (feet)  POSTED    
 GV0394  ___________________________________________________________________
 GV0394  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 GV0394  DYNAMIC HT  -          18.620 (meters)      61.09  (feet)  COMP
 GV0394  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 GV0394
 GV0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0394
 GV0394.The horizontal coordinates were scaled from a topographic map and have
 GV0394.an estimated accuracy of +/- 6 seconds.
 GV0394
 GV0394.The orthometric height was determined by differential leveling
 GV0394.and adjusted by the National Geodetic Survey in 1992..
 GV0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0394.rate of 0.0 thru 1.0 mm/km.
 GV0394
 GV0394.The geoid height was determined by GEOID03.
 GV0394
 GV0394.The dynamic height is computed by dividing the NAVD 88
 GV0394.geopotential number by the normal gravity value computed on the
 GV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0394.degrees latitude (g = 980.6199 gals.).
 GV0394
 GV0394.The modeled gravity was interpolated from observed gravity values.
 GV0394
 GV0394;                    North         East    Units  Estimated Accuracy
 GV0394;SPC VA S     - 1,078,400.    3,664,650.      MT  (+/- 180 meters Scaled)
 GV0394
 GV0394                          SUPERSEDED SURVEY CONTROL
 GV0394
 GV0394  NGVD 29 (??/??/??)   19.031  (m)           62.44   (f) ADJUSTED    2 0
 GV0394
 GV0394.Superseded values are not recommended for survey control.
 GV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0394.See file dsdata.txt to determine how the superseded data were derived.
 GV0394
 GV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF532989(NAD 83)
 GV0394_MARKER: DB = BENCH MARK DISK
 GV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0394_STAMPING: B 281 1942
 GV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0394+STABILITY: SURFACE MOTION
 GV0394
 GV0394  HISTORY     - Date     Condition        Report By
 GV0394  HISTORY     - 1942     MONUMENTED       CGS
 GV0394  HISTORY     - 1965     GOOD             CGS
 GV0394  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0394  HISTORY     - 19901215 MARK NOT FOUND   USPSQD
 GV0394  HISTORY     - 20010414 MARK NOT FOUND   USPSQD
 GV0394
 GV0394                          STATION DESCRIPTION
 GV0394
 GV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV0394'3.4 MI SE FROM RUSHMERE.
 GV0394'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GV0394'AT RUSHMERE, ISLE OF WIGHT COUNTY, AT THE JUNCTION OF SECONDARY
 GV0394'STATE HIGHWAY 673 LEADING NORTH, 36 FEET NORTHEAST OF THE CENTER
 GV0394'LINE OF STATE HIGHWAY 10, 26 FEET SOUTHEAST OF THE CENTER LINE OF
 GV0394'SECONDARY STATE HIGHWAY 673, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN
 GV0394'WITNESS POST.  A STANDARD DISK, STAMPED B 281 1942 AND SET IN THE
 GV0394'TOP OF A CONCRETE POST.
 GV0394
 GV0394                          STATION RECOVERY (1971)
 GV0394
 GV0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0394'MARK NOT FOUND.
 GV0394
 GV0394                          STATION RECOVERY (1990)
 GV0394
 GV0394'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCK)
 GV0394'MARK NOT FOUND.
 GV0394
 GV0394                          STATION RECOVERY (2001)
 GV0394
 GV0394'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0986 ***********************************************************************
 FX0986  DESIGNATION -  B 282
 FX0986  PID         -  FX0986
 FX0986  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0986  USGS QUAD   -  SMITHFIELD (1989)
 FX0986
 FX0986                         *CURRENT SURVEY CONTROL
 FX0986  ___________________________________________________________________
 FX0986* NAD 83(1986)-  36 56 41.     (N)    076 41 06.     (W)     SCALED    
 FX0986* NAVD 88     -        15.227  (meters)      49.96   (feet)  POSTED    
 FX0986  ___________________________________________________________________
 FX0986  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 FX0986  DYNAMIC HT  -          15.220 (meters)      49.93  (feet)  COMP
 FX0986  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 FX0986
 FX0986  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0986
 FX0986.The horizontal coordinates were scaled from a topographic map and have
 FX0986.an estimated accuracy of +/- 6 seconds.
 FX0986
 FX0986.The orthometric height was determined by differential leveling
 FX0986.and adjusted by the National Geodetic Survey in 1992..
 FX0986.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0986.rate of 1.1 thru 2.0 mm/km.
 FX0986
 FX0986.The geoid height was determined by GEOID03.
 FX0986
 FX0986.The dynamic height is computed by dividing the NAVD 88
 FX0986.geopotential number by the normal gravity value computed on the
 FX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0986.degrees latitude (g = 980.6199 gals.).
 FX0986
 FX0986.The modeled gravity was interpolated from observed gravity values.
 FX0986
 FX0986;                    North         East    Units  Estimated Accuracy
 FX0986;SPC VA S     - 1,069,400.    3,661,660.      MT  (+/- 180 meters Scaled)
 FX0986
 FX0986                          SUPERSEDED SURVEY CONTROL
 FX0986
 FX0986  NGVD 29 (??/??/92)   15.621  (m)           51.25   (f) ADJ UNCH    2 0
 FX0986
 FX0986.Superseded values are not recommended for survey control.
 FX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0986.See file dsdata.txt to determine how the superseded data were derived.
 FX0986
 FX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF499900(NAD 83)
 FX0986_MARKER: DB = BENCH MARK DISK
 FX0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0986_SP_SET: BRIDGE
 FX0986_STAMPING: B 282 1942
 FX0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0986
 FX0986  HISTORY     - Date     Condition        Report By
 FX0986  HISTORY     - 1942     MONUMENTED       CGS
 FX0986  HISTORY     - 1960     GOOD             NGS
 FX0986  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0986  HISTORY     - 20010815 MARK NOT FOUND   VADOT
 FX0986
 FX0986                          STATION DESCRIPTION
 FX0986
 FX0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0986'3 MI NE FROM ISLE OF WIGHT.
 FX0986'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL
 FX0986'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT A CONCRETE
 FX0986'BRIDGE OVER CHAMPION SWAMP, IN THE NORTHEAST CORNER OF THE
 FX0986'NORTHWEST WALL, 1.4 FEET SOUTHWEST OF THE NORTHEAST END, 12.5
 FX0986'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET
 FX0986'ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED B 282 1942.
 FX0986
 FX0986                          STATION RECOVERY (2001)
 FX0986
 FX0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0986'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0986
 FX0986                          STATION RECOVERY (2001)
 FX0986
 FX0986'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX0986'NEW BRIDGE WIDEN IN 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0187 ***********************************************************************
 FX0187  DESIGNATION -  B 283 RESET 1947
 FX0187  PID         -  FX0187
 FX0187  STATE/COUNTY-  VA/C OF NORFOLK
 FX0187  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0187
 FX0187                         *CURRENT SURVEY CONTROL
 FX0187  ___________________________________________________________________
 FX0187* NAD 83(1986)-  36 50 31.     (N)    076 21 32.     (W)     SCALED    
 FX0187* NAVD 88     -         1.960  (meters)       6.43   (feet)  ADJUSTED  
 FX0187  ___________________________________________________________________
 FX0187  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 FX0187  DYNAMIC HT  -           1.959 (meters)       6.43  (feet)  COMP
 FX0187  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 FX0187
 FX0187  VERT ORDER  -  FIRST     CLASS II
 FX0187
 FX0187.The horizontal coordinates were scaled from a topographic map and have
 FX0187.an estimated accuracy of +/- 6 seconds.
 FX0187
 FX0187.The orthometric height was determined by differential leveling
 FX0187.and adjusted by the National Geodetic Survey in June 1991..
 FX0187
 FX0187.The geoid height was determined by GEOID03.
 FX0187
 FX0187.The dynamic height is computed by dividing the NAVD 88
 FX0187.geopotential number by the normal gravity value computed on the
 FX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0187.degrees latitude (g = 980.6199 gals.).
 FX0187
 FX0187.The modeled gravity was interpolated from observed gravity values.
 FX0187
 FX0187;                    North         East    Units  Estimated Accuracy
 FX0187;SPC VA S     - 1,058,610.    3,690,960.      MT  (+/- 180 meters Scaled)
 FX0187
 FX0187                          SUPERSEDED SURVEY CONTROL
 FX0187
 FX0187  NGVD 29 (??/??/92)    2.20   (m)            7.2    (f) COMPUTED    1 2
 FX0187
 FX0187.Superseded values are not recommended for survey control.
 FX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0187.See file dsdata.txt to determine how the superseded data were derived.
 FX0187
 FX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF788782(NAD 83)
 FX0187_MARKER: DB = BENCH MARK DISK
 FX0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0187_STAMPING: B 283 RESET 1947
 FX0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0187+STABILITY: SURFACE MOTION
 FX0187
 FX0187  HISTORY     - Date     Condition        Report By
 FX0187  HISTORY     - 1947     MONUMENTED       CGS
 FX0187  HISTORY     - 1952     GOOD             NGS
 FX0187  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0187
 FX0187                          STATION DESCRIPTION
 FX0187
 FX0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0187'AT PORTSMOUTH.
 FX0187'AT PORTSMOUTH, AT THE WEST CITY LIMITS, ABOUT 1.2 MILES NORTHWEST
 FX0187'ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF U.S. HIGHWAY 58
 FX0187'LEADING SOUTHWEST, AT THE JUNCTION OF RIVERSIDE DRIVE AND
 FX0187'WEST BRANCH BOULEVARD (HIGHWAY 17), ABOUT 150 FEET SOUTHEAST
 FX0187'AND ACROSS RIVERSIDE DRIVE FROM THE SOUTH END OF THE EAST
 FX0187'ABUTMENT OF BRIDGE OVER WEST BRANCH OF ELIZABETH RIVER, 81 1/2
 FX0187'FEET SOUTH OF CENTER LINE OF HIGHWAY, 36 1/2 FEET WEST-SOUTHWEST
 FX0187'OF COMMADORE DALE MONUMENT, 31 FEET EAST OF CENTER LINE OF
 FX0187'RIVERSIDE DRIVE, 79 FEET NORTHWEST OF NORTHWEST CORNER OF A
 FX0187'TWO-STORY FRAME HOUSE, 29 FEET SOUTH OF A FIRE HYDRANT, 18.8
 FX0187'FEET NORTHEAST OF NORTH END OF EAST CONCRETE HEAD WALL OF A 20-INCH
 FX0187'PIPE CULVERT UNDER RIVERSIDE DRIVE, ABOUT 5 FEET BELOW THE
 FX0187'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 FX0187'GROUND.  NOTE-- MARK MAY BE REACHED FROM THE HIGH SCHOOL AT
 FX0187'CHURCHLAND BY GOING ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY
 FX0187'17.  NOTE-- THE HYDRANT HAS BEEN REMOVED.
 FX0187
 FX0187                          STATION RECOVERY (1971)
 FX0187
 FX0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0187'MARK NOT FOUND.
 FX0187
 FX0187                          STATION RECOVERY (2001)
 FX0187
 FX0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0994 ***********************************************************************
 GV0994  DESIGNATION -  B 284
 GV0994  PID         -  GV0994
 GV0994  STATE/COUNTY-  VA/KING AND QUEEN
 GV0994  USGS QUAD   -  TRUHART (1989)
 GV0994
 GV0994                         *CURRENT SURVEY CONTROL
 GV0994  ___________________________________________________________________
 GV0994* NAD 83(1986)-  37 40 06.     (N)    076 51 37.     (W)     SCALED    
 GV0994* NAVD 88     -         5.501  (meters)      18.05   (feet)  ADJUSTED  
 GV0994  ___________________________________________________________________
 GV0994  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GV0994  DYNAMIC HT  -           5.497 (meters)      18.03  (feet)  COMP
 GV0994  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 GV0994
 GV0994  VERT ORDER  -  SECOND    CLASS 0
 GV0994
 GV0994.The horizontal coordinates were scaled from a topographic map and have
 GV0994.an estimated accuracy of +/- 6 seconds.
 GV0994
 GV0994.The orthometric height was determined by differential leveling
 GV0994.and adjusted by the National Geodetic Survey in June 1991..
 GV0994
 GV0994.The geoid height was determined by GEOID03.
 GV0994
 GV0994.The dynamic height is computed by dividing the NAVD 88
 GV0994.geopotential number by the normal gravity value computed on the
 GV0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0994.degrees latitude (g = 980.6199 gals.).
 GV0994
 GV0994.The modeled gravity was interpolated from observed gravity values.
 GV0994
 GV0994;                    North         East    Units  Estimated Accuracy
 GV0994;SPC VA S     - 1,149,410.    3,644,650.      MT  (+/- 180 meters Scaled)
 GV0994
 GV0994                          SUPERSEDED SURVEY CONTROL
 GV0994
 GV0994  NGVD 29 (??/??/??)    5.869  (m)           19.26   (f) ADJUSTED    2 0
 GV0994
 GV0994.Superseded values are not recommended for survey control.
 GV0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0994.See file dsdata.txt to determine how the superseded data were derived.
 GV0994
 GV0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG359706(NAD 83)
 GV0994_MARKER: DB = BENCH MARK DISK
 GV0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0994_STAMPING: B 284 1942
 GV0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0994+STABILITY: SURFACE MOTION
 GV0994
 GV0994  HISTORY     - Date     Condition        Report By
 GV0994  HISTORY     - 1942     MONUMENTED       CGS
 GV0994  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0994  HISTORY     - 19941115 MARK NOT FOUND   USPSQD
 GV0994  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV0994  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV0994
 GV0994                          STATION DESCRIPTION
 GV0994
 GV0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0994'1.1 MI NE FROM KING AND QUEEN.
 GV0994'1.1 MILES NORTHEAST AND SOUTHEAST ALONG STATE HIGHWAY 14 FROM
 GV0994'THE COUNTY COURTHOUSE AT KING AND QUEEN, KING AND QUEEN COUNTY,
 GV0994'0.7 MILE SOUTHEAST OF THE JUNCTION OF SECONDARY STATE HIGHWAY
 GV0994'617 LEADING NORTHEAST, 0.3 MILE NORTHWEST OF THE JUNCTION OF
 GV0994'SECONDARY STATE HIGHWAY 654 LEADING SOUTHWEST, 105 FEET NORTHWEST
 GV0994'OF THE WEST CORNER OF A WOODEN BRIDGE OVER APASTOCOCK BRANCH
 GV0994'MITCHELL HILL CREEK, 40 FEET SOUTHWEST OF THE CENTERLINE
 GV0994'OF THE HIGHWAY, AND 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 GV0994'POST.  A STANDARD DISK, STAMPED B 284 1942 AND SET IN THE TOP
 GV0994'OF A CONCRETE POST.  THE ROAD HAS BEEN RAISED ABOUT 15 FEET AT
 GV0994'THIS POINT.
 GV0994
 GV0994                          STATION RECOVERY (1994)
 GV0994
 GV0994'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0994'MARK NOT FOUND.
 GV0994
 GV0994                          STATION RECOVERY (2000)
 GV0994
 GV0994'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0994'MARK NOT FOUND.
 GV0994
 GV0994                          STATION RECOVERY (2004)
 GV0994
 GV0994'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0999 ***********************************************************************
 FX0999  DESIGNATION -  B 285
 FX0999  PID         -  FX0999
 FX0999  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0999  USGS QUAD   -  SEDLEY (1989)
 FX0999
 FX0999                         *CURRENT SURVEY CONTROL
 FX0999  ___________________________________________________________________
 FX0999* NAD 83(1986)-  36 48 15.     (N)    076 52 29.     (W)     SCALED    
 FX0999* NAVD 88     -        10.430  (meters)      34.22   (feet)  POSTED    
 FX0999  ___________________________________________________________________
 FX0999  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 FX0999  DYNAMIC HT  -          10.420 (meters)      34.19  (feet)  COMP
 FX0999  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 FX0999
 FX0999  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0999
 FX0999.The horizontal coordinates were scaled from a topographic map and have
 FX0999.an estimated accuracy of +/- 6 seconds.
 FX0999
 FX0999.The orthometric height was determined by differential leveling
 FX0999.and adjusted by the National Geodetic Survey in 1992..
 FX0999.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0999.rate of 2.1 thru 3.0 mm/km.
 FX0999
 FX0999.The geoid height was determined by GEOID03.
 FX0999
 FX0999.The dynamic height is computed by dividing the NAVD 88
 FX0999.geopotential number by the normal gravity value computed on the
 FX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0999.degrees latitude (g = 980.6199 gals.).
 FX0999
 FX0999.The modeled gravity was interpolated from observed gravity values.
 FX0999
 FX0999;                    North         East    Units  Estimated Accuracy
 FX0999;SPC VA S     - 1,053,500.    3,645,030.      MT  (+/- 180 meters Scaled)
 FX0999
 FX0999                          SUPERSEDED SURVEY CONTROL
 FX0999
 FX0999  NGVD 29 (??/??/92)   10.857  (m)           35.62   (f) ADJ UNCH    2 0
 FX0999
 FX0999.Superseded values are not recommended for survey control.
 FX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0999.See file dsdata.txt to determine how the superseded data were derived.
 FX0999
 FX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF327747(NAD 83)
 FX0999_MARKER: DB = BENCH MARK DISK
 FX0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0999_STAMPING: B 285 1942
 FX0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0999+STABILITY: SURFACE MOTION
 FX0999
 FX0999  HISTORY     - Date     Condition        Report By
 FX0999  HISTORY     - 1942     MONUMENTED       CGS
 FX0999  HISTORY     - 1960     GOOD             NGS
 FX0999
 FX0999                          STATION DESCRIPTION
 FX0999
 FX0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0999'3.4 MI N FROM BURDETTE.
 FX0999'2.0 MILES NORTH ALONG SECONDARY STATE HIGHWAY 629 FROM THE POST
 FX0999'OFFICE AT BURDETTE, SOUTHAMPTON COUNTY, THENCE 0.4 MILE NORTH
 FX0999'ALONG SECONDARY STATE HIGHWAY 635, AND THENCE 1.0 MILE NORTHEAST
 FX0999'ALONG SECONDARY STATE HIGHWAY 627, AT THE JUNCTION OF SECONDARY
 FX0999'STATE HIGHWAY 603, 38 FEET NORTHWEST OF THE CENTER LINE OF
 FX0999'SECONDARY STATE HIGHWAY 627, 37 FEET SOUTHWEST OF THE CENTER
 FX0999'LINE OF SECONDARY STATE HIGHWAY 603, AND 1.7 FEET SOUTHEAST OF A
 FX0999'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 285 1942
 FX0999'AND SET IN THE TOP OF A CONCRETE POST.  A U.S.C. AND G.S. WITNESS
 FX0999'SIGN WAS PLACED 1.5 FEET NORTHWEST OF THE MARK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1140 ***********************************************************************
 FX1140  DESIGNATION -  B 286
 FX1140  PID         -  FX1140
 FX1140  STATE/COUNTY-  VA/SUSSEX
 FX1140  USGS QUAD   -  MANRY (1969)
 FX1140
 FX1140                         *CURRENT SURVEY CONTROL
 FX1140  ___________________________________________________________________
 FX1140* NAD 83(1986)-  36 54 57.     (N)    077 06 40.     (W)     SCALED    
 FX1140* NAVD 88     -        32.211  (meters)     105.68   (feet)  POSTED    
 FX1140  ___________________________________________________________________
 FX1140  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 FX1140  DYNAMIC HT  -          32.190 (meters)     105.61  (feet)  COMP
 FX1140  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 FX1140
 FX1140  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1140
 FX1140.The horizontal coordinates were scaled from a topographic map and have
 FX1140.an estimated accuracy of +/- 6 seconds.
 FX1140
 FX1140.The orthometric height was determined by differential leveling
 FX1140.and adjusted by the National Geodetic Survey in 1992..
 FX1140.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1140.rate of 1.1 thru 2.0 mm/km.
 FX1140
 FX1140.The geoid height was determined by GEOID03.
 FX1140
 FX1140.The dynamic height is computed by dividing the NAVD 88
 FX1140.geopotential number by the normal gravity value computed on the
 FX1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1140.degrees latitude (g = 980.6199 gals.).
 FX1140
 FX1140.The modeled gravity was interpolated from observed gravity values.
 FX1140
 FX1140;                    North         East    Units  Estimated Accuracy
 FX1140;SPC VA S     - 1,065,550.    3,623,760.      MT  (+/- 180 meters Scaled)
 FX1140
 FX1140                          SUPERSEDED SURVEY CONTROL
 FX1140
 FX1140  NGVD 29 (??/??/92)   32.586  (m)          106.91   (f) ADJ UNCH    2 0
 FX1140
 FX1140.Superseded values are not recommended for survey control.
 FX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1140.See file dsdata.txt to determine how the superseded data were derived.
 FX1140
 FX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF119876(NAD 83)
 FX1140_MARKER: DB = BENCH MARK DISK
 FX1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1140_STAMPING: B 286 1942
 FX1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1140+STABILITY: SURFACE MOTION
 FX1140
 FX1140  HISTORY     - Date     Condition        Report By
 FX1140  HISTORY     - 1942     MONUMENTED       CGS
 FX1140  HISTORY     - 1960     GOOD             NGS
 FX1140  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 FX1140  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 FX1140
 FX1140                          STATION DESCRIPTION
 FX1140
 FX1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FX1140'2.6 MI NE FROM LITTLETON.
 FX1140'2.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 622 FROM THE
 FX1140'POST OFFICE AT LITTLETON, SUSSEX COUNTY, AT THE JUNCTION OF
 FX1140'SECONDARY STATE HIGHWAY 606, 31 FEET NORTH OF THE CENTER LINE
 FX1140'OF SECONDARY STATE HIGHWAY 622, IN LINE WITH SECONDARY STATE
 FX1140'HIGHWAY 606, 11.4 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST
 FX1140'OF A NORTH-AND-SOUTH FENCE, AND 1.4 FEET SOUTH OF A WHITE WOODEN
 FX1140'WITNESS POST.  A STANDARD DISK, STAMPED B 286 1942 AND SET IN
 FX1140'THE TOP OF A CONCRETE POST.
 FX1140
 FX1140                          STATION RECOVERY (1960)
 FX1140
 FX1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1140'RECOVERED IN GOOD CONDITION.
 FX1140
 FX1140                          STATION RECOVERY (1997)
 FX1140
 FX1140'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1140'MARK NOT FOUND.
 FX1140
 FX1140                          STATION RECOVERY (2002)
 FX1140
 FX1140'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0566 ***********************************************************************
 FX0566  DESIGNATION -  B 288 RESET 1946
 FX0566  PID         -  FX0566
 FX0566  STATE/COUNTY-  VA/C OF NORFOLK
 FX0566  USGS QUAD   -  KEMPSVILLE (1986)
 FX0566
 FX0566                         *CURRENT SURVEY CONTROL
 FX0566  ___________________________________________________________________
 FX0566* NAD 83(1986)-  36 51 43.     (N)    076 14 51.     (W)     SCALED    
 FX0566* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 FX0566  ___________________________________________________________________
 FX0566  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FX0566
 FX0566  VERT ORDER  -  THIRD (See Below)
 FX0566
 FX0566.The horizontal coordinates were scaled from a topographic map and have
 FX0566.an estimated accuracy of +/- 6 seconds.
 FX0566
 FX0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0566.The vertical order pertains to the NGVD 29 superseded value.
 FX0566
 FX0566.The geoid height was determined by GEOID03.
 FX0566
 FX0566;                    North         East    Units  Estimated Accuracy
 FX0566;SPC VA S     - 1,061,060.    3,700,840.      MT  (+/- 180 meters Scaled)
 FX0566
 FX0566                          SUPERSEDED SURVEY CONTROL
 FX0566
 FX0566  NGVD 29 (??/??/??)    4.27   (m)           14.0    (f) RESET       3  
 FX0566
 FX0566.Superseded values are not recommended for survey control.
 FX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0566.See file dsdata.txt to determine how the superseded data were derived.
 FX0566
 FX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF888802(NAD 83)
 FX0566_MARKER: DB = BENCH MARK DISK
 FX0566_SETTING: 0 = UNSPECIFIED SETTING
 FX0566_STAMPING: B 288 1942 RESET
 FX0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0566
 FX0566  HISTORY     - Date     Condition        Report By
 FX0566  HISTORY     - 1946     MONUMENTED       CGS
 FX0566  HISTORY     - 1960     GOOD             NGS
 FX0566
 FX0566                          STATION DESCRIPTION
 FX0566
 FX0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0566'AT NORFOLK.
 FX0566'THE OLD WATCH TOWER HAS BEEN TORN DOWN AND ONLY THE FOUNDATION
 FX0566'REMAINS.  IT IS IN THE NORTH EAST ANGLE OF PRINCESS ANNE ROAD
 FX0566'EAST AND THE VIRGINIA RAILROAD (THE TEXACO BULK PLANT IS ALSO
 FX0566'IN THE ANGLE.  IT IS ABOUT 300 FEET EAST OF THE INTERSECTION OF
 FX0566'EAST PRINCESS ANNE ROAD AND CORNWELL ROAD, 37 FEET NORTH OF THE
 FX0566'CENTER OF PRINCESS ANNE ROAD, 14 FEET SOUTH OF A SWITCH, 10 FEET
 FX0566'EAST OF THE EAST RAIL OF THE SIDE TRACK LEADING TO THE TEXACO
 FX0566'PLANT AND ABOUT 150 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FX0566'TEXACO BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0096 ***********************************************************************
 GA0096  DESIGNATION -  B 29
 GA0096  PID         -  GA0096
 GA0096  STATE/COUNTY-  VA/WISE
 GA0096  USGS QUAD   -  COEBURN (1991)
 GA0096
 GA0096                         *CURRENT SURVEY CONTROL
 GA0096  ___________________________________________________________________
 GA0096* NAD 83(1986)-  36 56 37.     (N)    082 27 06.     (W)     SCALED    
 GA0096* NAVD 88     -       607.685  (meters)    1993.71   (feet)  ADJUSTED  
 GA0096  ___________________________________________________________________
 GA0096  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0096  DYNAMIC HT  -         607.143 (meters)    1991.93  (feet)  COMP
 GA0096  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 GA0096
 GA0096  VERT ORDER  -  SECOND    CLASS 0
 GA0096
 GA0096.The horizontal coordinates were scaled from a topographic map and have
 GA0096.an estimated accuracy of +/- 6 seconds.
 GA0096
 GA0096.The orthometric height was determined by differential leveling
 GA0096.and adjusted by the National Geodetic Survey in June 1991..
 GA0096
 GA0096.The geoid height was determined by GEOID03.
 GA0096
 GA0096.The dynamic height is computed by dividing the NAVD 88
 GA0096.geopotential number by the normal gravity value computed on the
 GA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0096.degrees latitude (g = 980.6199 gals.).
 GA0096
 GA0096.The modeled gravity was interpolated from observed gravity values.
 GA0096
 GA0096;                    North         East    Units  Estimated Accuracy
 GA0096;SPC VA S     - 1,075,090.    3,148,110.      MT  (+/- 180 meters Scaled)
 GA0096
 GA0096                          SUPERSEDED SURVEY CONTROL
 GA0096
 GA0096  NGVD 29 (??/??/92)  607.825  (m)         1994.17   (f) ADJ UNCH    2 0
 GA0096
 GA0096.Superseded values are not recommended for survey control.
 GA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0096.See file dsdata.txt to determine how the superseded data were derived.
 GA0096
 GA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA707896(NAD 83)
 GA0096_MARKER: DD = SURVEY DISK
 GA0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0096_SP_SET: STEP
 GA0096_STAMPING: 1994 B 29 1912
 GA0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0096
 GA0096  HISTORY     - Date     Condition        Report By
 GA0096  HISTORY     - 1912     MONUMENTED       USGS
 GA0096  HISTORY     - 1934     GOOD             NGS
 GA0096
 GA0096                          STATION DESCRIPTION
 GA0096
 GA0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0096'0.5 MI E FROM COEBURN.
 GA0096'0.5 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM COEBURN,
 GA0096'WISE COUNTY, 0.8 MILE WEST OF MILEPOST 454, AT VALUATION STATION
 GA0096'4678+68, AT THE FOOT OF A FILL, AT A STONE CULVERT, AT THE BOTTOM
 GA0096'STEP, IN THE TOP OF THE NORTHWEST CORNER OF THE WING WALL, 11.7
 GA0096'FEET NORTH OF THE TRACK, AND LEVEL WITH THE GROUND.  A UNITED
 GA0096'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1994 B 29 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2105 ***********************************************************************
 GV2105  DESIGNATION -  B 29
 GV2105  PID         -  GV2105
 GV2105  STATE/COUNTY-  VA/AMELIA
 GV2105  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2105
 GV2105                         *CURRENT SURVEY CONTROL
 GV2105  ___________________________________________________________________
 GV2105* NAD 83(1986)-  37 21 49.     (N)    077 56 47.     (W)     SCALED    
 GV2105* NAVD 88     -       107.422  (meters)     352.43   (feet)  ADJUSTED  
 GV2105  ___________________________________________________________________
 GV2105  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GV2105  DYNAMIC HT  -         107.348 (meters)     352.19  (feet)  COMP
 GV2105  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 GV2105
 GV2105  VERT ORDER  -  FIRST     CLASS II
 GV2105
 GV2105.The horizontal coordinates were scaled from a topographic map and have
 GV2105.an estimated accuracy of +/- 6 seconds.
 GV2105
 GV2105.The orthometric height was determined by differential leveling
 GV2105.and adjusted by the National Geodetic Survey in June 1991..
 GV2105
 GV2105.The geoid height was determined by GEOID03.
 GV2105
 GV2105.The dynamic height is computed by dividing the NAVD 88
 GV2105.geopotential number by the normal gravity value computed on the
 GV2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2105.degrees latitude (g = 980.6199 gals.).
 GV2105
 GV2105.The modeled gravity was interpolated from observed gravity values.
 GV2105
 GV2105;                    North         East    Units  Estimated Accuracy
 GV2105;SPC VA S     - 1,114,480.    3,549,040.      MT  (+/- 180 meters Scaled)
 GV2105
 GV2105                          SUPERSEDED SURVEY CONTROL
 GV2105
 GV2105  NGVD 29 (03/05/92)  107.688  (m)          353.31   (f) ADJUSTED    1 2
 GV2105
 GV2105.Superseded values are not recommended for survey control.
 GV2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2105.See file dsdata.txt to determine how the superseded data were derived.
 GV2105
 GV2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG390392(NAD 83)
 GV2105_MARKER: DB = BENCH MARK DISK
 GV2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2105_STAMPING: 353.280 B 29 1932
 GV2105_PROJECTION: PROJECTING 36 CENTIMETERS
 GV2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2105+STABILITY: SURFACE MOTION
 GV2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2105+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GV2105
 GV2105  HISTORY     - Date     Condition        Report By
 GV2105  HISTORY     - 1932     MONUMENTED       CGS
 GV2105  HISTORY     - 1942     GOOD             CGS
 GV2105  HISTORY     - 1979     GOOD             NGS
 GV2105  HISTORY     - 19910402 GOOD             USPSQD
 GV2105  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV2105  HISTORY     - 20041027 GOOD             USPSQD
 GV2105
 GV2105                          STATION DESCRIPTION
 GV2105
 GV2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2105'2.5 MI E FROM AMELIA.
 GV2105'2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GV2105'AT AMELIA, AMELIA COUNTY, 0.8 MILE WEST OF WINTERHAM, 0.5
 GV2105'MILE WEST OF MILEPOST 107, 482 FEET WEST OF A ROAD CROSSING,
 GV2105'72 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 360, 37 FEET
 GV2105'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 GV2105'THAN THE RAIL.  A STANDARD DISK, STAMPED 353.280 B 29 1932
 GV2105'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 GV2105'ABOVE GROUND.
 GV2105
 GV2105                          STATION RECOVERY (1979)
 GV2105
 GV2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV2105'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY BUSINESS 360 FROM THE
 GV2105'JUNCTION OF U.S. HIGHWAY 360 AND STATE HIGHWAY 38 IN AMELIA
 GV2105'COURT HOUSE.  MARK IS SET ABOUT 0.1 MILE WEST OF THE
 GV2105'JUNCTION OF COUNTY ROAD 630 AND U.S. HIGHWAY 360, 73 FEET NORTHWEST
 GV2105'OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. HIGHWAY 360, AND
 GV2105'35 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  NOTE=LINE TIE MARK.
 GV2105'THE MARK IS 1 FT  W FROM A WITNESS POST.
 GV2105'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 GV2105
 GV2105                          STATION RECOVERY (1991)
 GV2105
 GV2105'RECOVERY NOTE BY US POWER SQUADRON 1991 (HBK)
 GV2105'RECOVERED IN GOOD CONDITION.
 GV2105
 GV2105                          STATION RECOVERY (2000)
 GV2105
 GV2105'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2105'MARK NOT FOUND.
 GV2105
 GV2105                          STATION RECOVERY (2004)
 GV2105
 GV2105'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0300 ***********************************************************************
 GV0300  DESIGNATION -  B 290
 GV0300  PID         -  GV0300
 GV0300  STATE/COUNTY-  VA/MATHEWS
 GV0300  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV0300
 GV0300                         *CURRENT SURVEY CONTROL
 GV0300  ___________________________________________________________________
 GV0300* NAD 83(1986)-  37 20 56.     (N)    076 17 51.     (W)     SCALED    
 GV0300* NAVD 88     -         1.430  (meters)       4.69   (feet)  ADJUSTED  
 GV0300  ___________________________________________________________________
 GV0300  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 GV0300  DYNAMIC HT  -           1.429 (meters)       4.69  (feet)  COMP
 GV0300  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 GV0300
 GV0300  VERT ORDER  -  SECOND    CLASS 0
 GV0300
 GV0300.The horizontal coordinates were scaled from a topographic map and have
 GV0300.an estimated accuracy of +/- 6 seconds.
 GV0300
 GV0300.The orthometric height was determined by differential leveling
 GV0300.and adjusted by the National Geodetic Survey in June 1991..
 GV0300
 GV0300.The geoid height was determined by GEOID03.
 GV0300
 GV0300.The dynamic height is computed by dividing the NAVD 88
 GV0300.geopotential number by the normal gravity value computed on the
 GV0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0300.degrees latitude (g = 980.6199 gals.).
 GV0300
 GV0300.The modeled gravity was interpolated from observed gravity values.
 GV0300
 GV0300;                    North         East    Units  Estimated Accuracy
 GV0300;SPC VA S     - 1,114,980.    3,695,120.      MT  (+/- 180 meters Scaled)
 GV0300
 GV0300                          SUPERSEDED SURVEY CONTROL
 GV0300
 GV0300  NGVD 29 (??/??/??)    1.779  (m)            5.84   (f) ADJUSTED    2 0
 GV0300
 GV0300.Superseded values are not recommended for survey control.
 GV0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0300.See file dsdata.txt to determine how the superseded data were derived.
 GV0300
 GV0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG850343(NAD 83)
 GV0300_MARKER: DB = BENCH MARK DISK
 GV0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0300_STAMPING: B 290 1942
 GV0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0300+STABILITY: SURFACE MOTION
 GV0300
 GV0300  HISTORY     - Date     Condition        Report By
 GV0300  HISTORY     - 1942     MONUMENTED       CGS
 GV0300  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0300
 GV0300                          STATION DESCRIPTION
 GV0300
 GV0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0300'0.8 MI W FROM NEW POINT.
 GV0300'THIS MARK IS ABOUT 0.4 MILE WEST ALONG COUNTY ROAD NO. 602, AND
 GV0300'THENCE 0.4 MILE WEST ALONG STATE HIGHWAY NO. 14 FROM THE POST
 GV0300'OFFICE AT NEW POINT.  SET AT THE SOUTHEAST CORNER OF THE GROUNDS
 GV0300'OF THE NEW POINT ELEMENTARY SCHOOL, 96 FEET SOUTHEAST OF THE
 GV0300'SOUTHEAST CORNER OF THE FRAME BUILDING OF THE SCHOOL, 8.6 FEET
 GV0300'NORTH OF THE NORTH BRICK GATE POST OF A DRIVE WAY INTO THE SCHOOL,
 GV0300'20.5 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 14, AND
 GV0300'SET 1 FOOT BELOW THE LEVEL OF THE ROAD AND PROJECTING 3 INCHES
 GV0300'ABOVE THE GROUND.  A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 GV0300'CONCRETE POST.
 GV0300
 GV0300                          STATION RECOVERY (2002)
 GV0300
 GV0300'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0301 ***********************************************************************
 GV0301  DESIGNATION -  B 290 RESET 1957
 GV0301  PID         -  GV0301
 GV0301  STATE/COUNTY-  VA/MATHEWS
 GV0301  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV0301
 GV0301                         *CURRENT SURVEY CONTROL
 GV0301  ___________________________________________________________________
 GV0301* NAD 83(1986)-  37 20 56.     (N)    076 17 51.     (W)     SCALED    
 GV0301* NAVD 88     -         1.36   (meters)       4.5    (feet)  RESET     
 GV0301  ___________________________________________________________________
 GV0301  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 GV0301
 GV0301  VERT ORDER  -  THIRD
 GV0301
 GV0301.The horizontal coordinates were scaled from a topographic map and have
 GV0301.an estimated accuracy of +/- 6 seconds.
 GV0301
 GV0301.The orthometric height was computed from unverified reset data.
 GV0301.No vertical observational check was made to the station.
 GV0301
 GV0301.The geoid height was determined by GEOID03.
 GV0301
 GV0301;                    North         East    Units  Estimated Accuracy
 GV0301;SPC VA S     - 1,114,980.    3,695,120.      MT  (+/- 180 meters Scaled)
 GV0301
 GV0301                          SUPERSEDED SURVEY CONTROL
 GV0301
 GV0301  NGVD 29 (??/??/??)    1.71   (m)            5.6    (f) RESET       3  
 GV0301
 GV0301.Superseded values are not recommended for survey control.
 GV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0301.See file dsdata.txt to determine how the superseded data were derived.
 GV0301
 GV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG850343(NAD 83)
 GV0301_MARKER: DB = BENCH MARK DISK
 GV0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0301_STAMPING: B 290 RESET 1957
 GV0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0301+STABILITY: SURFACE MOTION
 GV0301
 GV0301  HISTORY     - Date     Condition        Report By
 GV0301  HISTORY     - 1957     MONUMENTED       VADH
 GV0301  HISTORY     - 1958     GOOD             CGS
 GV0301  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0301
 GV0301                          STATION DESCRIPTION
 GV0301
 GV0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0301'0.8 MI W FROM NEW POINT.
 GV0301'0.4 MILE WEST ALONG SECONDARY STATE HIGHWAY 602 FROM THE POST
 GV0301'OFFICE AT NEW POINT, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 14,
 GV0301'AT SHADOW, NEAR SOUTHEAST CORNER OF THE NEW POINT ELEMENTARY
 GV0301'SCHOOL GROUNDS, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GV0301'THE FRAME SCHOOL BUILDING, 131 FEET WEST OF THE CENTERLINE OF
 GV0301'THE HIGHWAY, 30 FEET EAST OF THE EAST BRICK GATE POST OF THE
 GV0301'SCHOOL DRIVEWAY, 1.0 FOOT NORTH OF FENCE (IRON PIPES), AND SET
 GV0301'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GV0301
 GV0301                          STATION RECOVERY (1988)
 GV0301
 GV0301'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAD)
 GV0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0113 ***********************************************************************
 GV0113  DESIGNATION -  B 291
 GV0113  PID         -  GV0113
 GV0113  STATE/COUNTY-  VA/MIDDLESEX
 GV0113  USGS QUAD   -  WILTON (1992)
 GV0113
 GV0113                         *CURRENT SURVEY CONTROL
 GV0113  ___________________________________________________________________
 GV0113* NAD 83(1986)-  37 33 02.     (N)    076 26 41.     (W)     SCALED    
 GV0113* NAVD 88     -        23.038  (meters)      75.58   (feet)  ADJUSTED  
 GV0113  ___________________________________________________________________
 GV0113  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 GV0113  DYNAMIC HT  -          23.022 (meters)      75.53  (feet)  COMP
 GV0113  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 GV0113
 GV0113  VERT ORDER  -  SECOND    CLASS 0
 GV0113
 GV0113.The horizontal coordinates were scaled from a topographic map and have
 GV0113.an estimated accuracy of +/- 6 seconds.
 GV0113
 GV0113.The orthometric height was determined by differential leveling
 GV0113.and adjusted by the National Geodetic Survey in June 1991..
 GV0113
 GV0113.The geoid height was determined by GEOID03.
 GV0113
 GV0113.The dynamic height is computed by dividing the NAVD 88
 GV0113.geopotential number by the normal gravity value computed on the
 GV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0113.degrees latitude (g = 980.6199 gals.).
 GV0113
 GV0113.The modeled gravity was interpolated from observed gravity values.
 GV0113
 GV0113;                    North         East    Units  Estimated Accuracy
 GV0113;SPC VA S     - 1,137,060.    3,681,590.      MT  (+/- 180 meters Scaled)
 GV0113
 GV0113                          SUPERSEDED SURVEY CONTROL
 GV0113
 GV0113  NGVD 29 (??/??/??)   23.384  (m)           76.72   (f) ADJUSTED    2 0
 GV0113
 GV0113.Superseded values are not recommended for survey control.
 GV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0113.See file dsdata.txt to determine how the superseded data were derived.
 GV0113
 GV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG723569(NAD 83)
 GV0113_MARKER: DB = BENCH MARK DISK
 GV0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0113_STAMPING: B 291 1942
 GV0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0113+STABILITY: SURFACE MOTION
 GV0113
 GV0113  HISTORY     - Date     Condition        Report By
 GV0113  HISTORY     - 1942     MONUMENTED       CGS
 GV0113  HISTORY     - 1962     GOOD             CGS
 GV0113  HISTORY     - 19980301 MARK NOT FOUND   USPSQD
 GV0113  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0113
 GV0113                          STATION DESCRIPTION
 GV0113
 GV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0113'0.4 MI SE FROM HARTFIELD.
 GV0113'ORIGINAL DESCRIPTION-- 0.45 MILE SOUTHEAST ALONG STATE HIGHWAY
 GV0113'33 FROM THE POST OFFICE AT HARTFIELD, IN THE CENTER OF THE
 GV0113'GRASSY PLOT OF THE TRIANGLE FORMED BY THE Y-JUNCTION OF STATE
 GV0113'HIGHWAY 225, 30 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GV0113'HIGHWAY 225, 29.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GV0113'HIGHWAY 33, AND 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 GV0113'ROAD ACROSS THE SOUTH END OF THE TRIANGLE.
 GV0113
 GV0113                          STATION RECOVERY (1998)
 GV0113
 GV0113'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0113'MARK NOT FOUND.
 GV0113
 GV0113                          STATION RECOVERY (2003)
 GV0113
 GV0113'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0114 ***********************************************************************
 GV0114  DESIGNATION -  B 291 RESET 1968
 GV0114  PID         -  GV0114
 GV0114  STATE/COUNTY-  VA/MIDDLESEX
 GV0114  USGS QUAD   -  WILTON (1992)
 GV0114
 GV0114                         *CURRENT SURVEY CONTROL
 GV0114  ___________________________________________________________________
 GV0114* NAD 83(1986)-  37 33 02.     (N)    076 26 41.     (W)     SCALED    
 GV0114* NAVD 88     -        22.810  (meters)      74.84   (feet)  ADJUSTED  
 GV0114  ___________________________________________________________________
 GV0114  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 GV0114  DYNAMIC HT  -          22.794 (meters)      74.78  (feet)  COMP
 GV0114  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 GV0114
 GV0114  VERT ORDER  -  FIRST     CLASS I
 GV0114
 GV0114.The horizontal coordinates were scaled from a topographic map and have
 GV0114.an estimated accuracy of +/- 6 seconds.
 GV0114
 GV0114.The orthometric height was determined by differential leveling
 GV0114.and adjusted by the National Geodetic Survey in June 1991..
 GV0114
 GV0114.The geoid height was determined by GEOID03.
 GV0114
 GV0114.The dynamic height is computed by dividing the NAVD 88
 GV0114.geopotential number by the normal gravity value computed on the
 GV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0114.degrees latitude (g = 980.6199 gals.).
 GV0114
 GV0114.The modeled gravity was interpolated from observed gravity values.
 GV0114
 GV0114;                    North         East    Units  Estimated Accuracy
 GV0114;SPC VA S     - 1,137,060.    3,681,590.      MT  (+/- 180 meters Scaled)
 GV0114
 GV0114                          SUPERSEDED SURVEY CONTROL
 GV0114
 GV0114  NGVD 29 (??/??/??)   23.051  (m)           75.63   (f) ADJUSTED    1 1
 GV0114
 GV0114.Superseded values are not recommended for survey control.
 GV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0114.See file dsdata.txt to determine how the superseded data were derived.
 GV0114
 GV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG723569(NAD 83)
 GV0114_MARKER: DB = BENCH MARK DISK
 GV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0114_STAMPING: B 291 RESET 1968
 GV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0114+STABILITY: SURFACE MOTION
 GV0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0114+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0114
 GV0114  HISTORY     - Date     Condition        Report By
 GV0114  HISTORY     - 1968     MONUMENTED       CGS
 GV0114  HISTORY     - 1971     GOOD             NGS
 GV0114  HISTORY     - 1987     GOOD             USPSQD
 GV0114  HISTORY     - 1989     GOOD             USPSQD
 GV0114  HISTORY     - 1990     GOOD             USPSQD
 GV0114  HISTORY     - 19980301 GOOD             USPSQD
 GV0114  HISTORY     - 20030322 GOOD             USPSQD
 GV0114  HISTORY     - 20040725 GOOD             USPSQD
 GV0114  HISTORY     - 20060117 GOOD             USPSQD
 GV0114
 GV0114                          STATION DESCRIPTION
 GV0114
 GV0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0114'3.3 MI SE FROM HARMONY VILLAGE.
 GV0114'ABOUT 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 33 AND 3 FROM THE
 GV0114'JUNCTION OF THE ABOVE HIGHWAYS AT HARMONY VILLAGE, AT THE EAST
 GV0114'CORNER OF A WIRE FENCE AROUND THE MIDDLESEX BUTANE GAS SERVICE,
 GV0114'275 FEET WEST OF THE JUNCTION OF THE HIGHWAYS, 79 FEET SOUTHWEST
 GV0114'OF THE CENTER LINE OF THE HIGHWAYS, 4 FEET SOUTHWEST OF POWER
 GV0114'LINE POLE NO. 10102-HG 55, 1 FOOT NORTHEAST OF THE FENCE CORNER,
 GV0114'0.9 FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 GV0114'OF THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GV0114'WITH THE GROUND.
 GV0114
 GV0114                          STATION RECOVERY (1987)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (1989)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (1990)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RT)
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (1998)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (2003)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (2004)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 GV0114'RECOVERED IN GOOD CONDITION.
 GV0114
 GV0114                          STATION RECOVERY (2006)
 GV0114
 GV0114'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1465 ***********************************************************************
 GV1465  DESIGNATION -  B 292
 GV1465  PID         -  GV1465
 GV1465  STATE/COUNTY-  VA/KING WILLIAM
 GV1465  USGS QUAD   -  TUNSTALL (1984)
 GV1465
 GV1465                         *CURRENT SURVEY CONTROL
 GV1465  ___________________________________________________________________
 GV1465* NAD 83(1986)-  37 36 59.     (N)    077 02 27.     (W)     SCALED    
 GV1465* NAVD 88     -        18.434  (meters)      60.48   (feet)  ADJUSTED  
 GV1465  ___________________________________________________________________
 GV1465  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GV1465  DYNAMIC HT  -          18.421 (meters)      60.44  (feet)  COMP
 GV1465  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 GV1465
 GV1465  VERT ORDER  -  THIRD
 GV1465
 GV1465.The horizontal coordinates were scaled from a topographic map and have
 GV1465.an estimated accuracy of +/- 6 seconds.
 GV1465
 GV1465.The orthometric height was determined by differential leveling
 GV1465.and adjusted by the National Geodetic Survey in June 1991..
 GV1465
 GV1465.The geoid height was determined by GEOID03.
 GV1465
 GV1465.The dynamic height is computed by dividing the NAVD 88
 GV1465.geopotential number by the normal gravity value computed on the
 GV1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1465.degrees latitude (g = 980.6199 gals.).
 GV1465
 GV1465.The modeled gravity was interpolated from observed gravity values.
 GV1465
 GV1465;                    North         East    Units  Estimated Accuracy
 GV1465;SPC VA S     - 1,143,380.    3,628,820.      MT  (+/- 180 meters Scaled)
 GV1465
 GV1465                          SUPERSEDED SURVEY CONTROL
 GV1465
 GV1465  NGVD 29 (??/??/??)   18.794  (m)           61.66   (f) ADJUSTED    3 0
 GV1465
 GV1465.Superseded values are not recommended for survey control.
 GV1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1465.See file dsdata.txt to determine how the superseded data were derived.
 GV1465
 GV1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG198652(NAD 83)
 GV1465_MARKER: DB = BENCH MARK DISK
 GV1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1465_STAMPING: B 292 1945
 GV1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1465+STABILITY: SURFACE MOTION
 GV1465
 GV1465  HISTORY     - Date     Condition        Report By
 GV1465  HISTORY     - 1945     MONUMENTED       CGS
 GV1465  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1465  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV1465  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV1465
 GV1465                          STATION DESCRIPTION
 GV1465
 GV1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1465'3.8 MI W FROM LANESVILLE.
 GV1465'3.8 MILES WEST ALONG SECONDARY STATE HIGHWAY 632 FROM THE
 GV1465'POST OFFICE AT LANESVILLE, KING WILLIAM COUNTY, AT THE
 GV1465'JUNCTION OF A LANE LEADING SOUTHWEST TO THE ELSING GREEN FARM,
 GV1465'IN THE TRIANGULAR PLOT FORMED BY THE DOUBLE ENTRANCE TO THE LANE,
 GV1465'23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 GV1465'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GV1465'B 292 1945 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GV1465'THE GROUND.
 GV1465
 GV1465                          STATION RECOVERY (1999)
 GV1465
 GV1465'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1465'MARK NOT FOUND.
 GV1465
 GV1465                          STATION RECOVERY (2003)
 GV1465
 GV1465'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1481 ***********************************************************************
 GV1481  DESIGNATION -  B 293
 GV1481  PID         -  GV1481
 GV1481  STATE/COUNTY-  VA/KING WILLIAM
 GV1481  USGS QUAD   -  KING WILLIAM (1984)
 GV1481
 GV1481                         *CURRENT SURVEY CONTROL
 GV1481  ___________________________________________________________________
 GV1481* NAD 83(1986)-  37 39 51.     (N)    077 05 58.     (W)     SCALED    
 GV1481* NAVD 88     -        32.190  (meters)     105.61   (feet)  ADJUSTED  
 GV1481  ___________________________________________________________________
 GV1481  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GV1481  DYNAMIC HT  -          32.168 (meters)     105.54  (feet)  COMP
 GV1481  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 GV1481
 GV1481  VERT ORDER  -  THIRD
 GV1481
 GV1481.The horizontal coordinates were scaled from a topographic map and have
 GV1481.an estimated accuracy of +/- 6 seconds.
 GV1481
 GV1481.The orthometric height was determined by differential leveling
 GV1481.and adjusted by the National Geodetic Survey in June 1991..
 GV1481
 GV1481.The geoid height was determined by GEOID03.
 GV1481
 GV1481.The dynamic height is computed by dividing the NAVD 88
 GV1481.geopotential number by the normal gravity value computed on the
 GV1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1481.degrees latitude (g = 980.6199 gals.).
 GV1481
 GV1481.The modeled gravity was interpolated from observed gravity values.
 GV1481
 GV1481;                    North         East    Units  Estimated Accuracy
 GV1481;SPC VA S     - 1,148,610.    3,623,560.      MT  (+/- 180 meters Scaled)
 GV1481
 GV1481                          SUPERSEDED SURVEY CONTROL
 GV1481
 GV1481  NGVD 29 (??/??/??)   32.531  (m)          106.73   (f) ADJUSTED    3 0
 GV1481
 GV1481.Superseded values are not recommended for survey control.
 GV1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1481.See file dsdata.txt to determine how the superseded data were derived.
 GV1481
 GV1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG148706(NAD 83)
 GV1481_MARKER: DB = BENCH MARK DISK
 GV1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1481_STAMPING: B 293 1945
 GV1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1481+STABILITY: SURFACE MOTION
 GV1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1481+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1481
 GV1481  HISTORY     - Date     Condition        Report By
 GV1481  HISTORY     - 1945     MONUMENTED       CGS
 GV1481  HISTORY     - 1961     GOOD             CGS
 GV1481  HISTORY     - 19990331 GOOD             USPSQD
 GV1481  HISTORY     - 20031124 GOOD             USPSQD
 GV1481  HISTORY     - 20060309 GOOD             USPSQD
 GV1481
 GV1481                          STATION DESCRIPTION
 GV1481
 GV1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1481'5.1 MI S FROM RUMFORD.
 GV1481'5.1 MILES SOUTH OF RUMFORD, KING WILLIAM COUNTY.  THIS BENCH
 GV1481'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.1 MILE
 GV1481'NORTHWEST ALONG STATE HIGHWAY 30, THENCE 5.0 MILES SOUTH ALONG
 GV1481'SECONDARY STATE HIGHWAY 600.  IT IS 0.6 MILE SOUTHEAST OF
 GV1481'THE ROAD JUNCTION NEAR LIBERTY CHURCH, 0.6 MILE NORTHWEST OF
 GV1481'THE JUNCTION OF SECONDARY STATE HIGHWAY 269, ACROSS THE HIGHWAY
 GV1481'FROM THE ENTRANCE TO THE OLD PIPING TREE FERRY, AT THE JUNCTION
 GV1481'OF A ROAD FROM THE LEFT, IN THE NORTHEAST CORNER OF THE JUNCTION,
 GV1481'23.8 FEET EAST OF THE HIGHWAY, 19.4 FEET NORTH OF THE WOODS
 GV1481'ROAD, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD
 GV1481'DISK, STAMPED B 293 1945 AND SET IN THE TOP OF A CONCRETE POST
 GV1481'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 42 FEET NORTH OF A
 GV1481'POWER POLE, 2 FEET WEST OF A CGS WITNESS SIGN AND PROJECTS
 GV1481'2 INCHES.
 GV1481
 GV1481                          STATION RECOVERY (1999)
 GV1481
 GV1481'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1481'RECOVERED IN GOOD CONDITION.
 GV1481
 GV1481                          STATION RECOVERY (2003)
 GV1481
 GV1481'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1481'RECOVERED IN GOOD CONDITION.
 GV1481
 GV1481                          STATION RECOVERY (2006)
 GV1481
 GV1481'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1363 ***********************************************************************
 GV1363  DESIGNATION -  B 294
 GV1363  PID         -  GV1363
 GV1363  STATE/COUNTY-  VA/KING WILLIAM
 GV1363  USGS QUAD   -  AYLETT (1985)
 GV1363
 GV1363                         *CURRENT SURVEY CONTROL
 GV1363  ___________________________________________________________________
 GV1363* NAD 83(1986)-  37 47 59.     (N)    077 06 46.     (W)     SCALED    
 GV1363* NAVD 88     -        15.170  (meters)      49.77   (feet)  ADJUSTED  
 GV1363  ___________________________________________________________________
 GV1363  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GV1363  DYNAMIC HT  -          15.160 (meters)      49.74  (feet)  COMP
 GV1363  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 GV1363
 GV1363  VERT ORDER  -  THIRD
 GV1363
 GV1363.The horizontal coordinates were scaled from a topographic map and have
 GV1363.an estimated accuracy of +/- 6 seconds.
 GV1363
 GV1363.The orthometric height was determined by differential leveling
 GV1363.and adjusted by the National Geodetic Survey in June 1991..
 GV1363
 GV1363.The geoid height was determined by GEOID03.
 GV1363
 GV1363.The dynamic height is computed by dividing the NAVD 88
 GV1363.geopotential number by the normal gravity value computed on the
 GV1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1363.degrees latitude (g = 980.6199 gals.).
 GV1363
 GV1363.The modeled gravity was interpolated from observed gravity values.
 GV1363
 GV1363;                    North         East    Units  Estimated Accuracy
 GV1363;SPC VA S     - 1,163,630.    3,622,170.      MT  (+/- 180 meters Scaled)
 GV1363
 GV1363                          SUPERSEDED SURVEY CONTROL
 GV1363
 GV1363  NGVD 29 (??/??/??)   15.452  (m)           50.70   (f) ADJUSTED    3 0
 GV1363
 GV1363.Superseded values are not recommended for survey control.
 GV1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1363.See file dsdata.txt to determine how the superseded data were derived.
 GV1363
 GV1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG139856(NAD 83)
 GV1363_MARKER: DB = BENCH MARK DISK
 GV1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1363_STAMPING: B 294 1945
 GV1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1363+STABILITY: SURFACE MOTION
 GV1363
 GV1363  HISTORY     - Date     Condition        Report By
 GV1363  HISTORY     - 1945     MONUMENTED       CGS
 GV1363  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV1363  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1363  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1363
 GV1363                          STATION DESCRIPTION
 GV1363
 GV1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1363'1 MI NW FROM AYLETT.
 GV1363'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 GV1363'INTERSECTION OF U.S. HIGHWAY 360 AT AYLETT, KING WILLIAM COUNTY,
 GV1363'AT THE JUNCTION OF A SHORT LANE LEADING TO A TWO-STORY WHITE
 GV1363'HOUSE, 59 FEET NORTHWEST OF THE LANE, 18 FEET NORTHEAST OF
 GV1363'THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHEAST EDGE OF A GROWTH
 GV1363'OF YOUNG PINE TREES (IN 1945), AND 2 FEET WEST OF A WHITE
 GV1363'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 294 1945 AND
 GV1363'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 GV1363'GROUND.  NOTE-- THE AREA HAS BEEN LANDSCAPED AND A NEW HOME BUILT.
 GV1363
 GV1363                          STATION RECOVERY (1999)
 GV1363
 GV1363'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1363'MARK NOT FOUND.
 GV1363
 GV1363                          STATION RECOVERY (2003)
 GV1363
 GV1363'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0803 ***********************************************************************
 GV0803  DESIGNATION -  B 295
 GV0803  PID         -  GV0803
 GV0803  STATE/COUNTY-  VA/CHARLES CITY
 GV0803  USGS QUAD   -  BRANDON (1980)
 GV0803
 GV0803                         *CURRENT SURVEY CONTROL
 GV0803  ___________________________________________________________________
 GV0803* NAD 83(1986)-  37 21 59.     (N)    076 56 06.     (W)     SCALED    
 GV0803* NAVD 88     -        31.245  (meters)     102.51   (feet)  ADJUSTED  
 GV0803  ___________________________________________________________________
 GV0803  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 GV0803  DYNAMIC HT  -          31.222 (meters)     102.43  (feet)  COMP
 GV0803  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 GV0803
 GV0803  VERT ORDER  -  THIRD
 GV0803
 GV0803.The horizontal coordinates were scaled from a topographic map and have
 GV0803.an estimated accuracy of +/- 6 seconds.
 GV0803
 GV0803.The orthometric height was determined by differential leveling
 GV0803.and adjusted by the National Geodetic Survey in June 1991..
 GV0803
 GV0803.The geoid height was determined by GEOID03.
 GV0803
 GV0803.The dynamic height is computed by dividing the NAVD 88
 GV0803.geopotential number by the normal gravity value computed on the
 GV0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0803.degrees latitude (g = 980.6199 gals.).
 GV0803
 GV0803.The modeled gravity was interpolated from observed gravity values.
 GV0803
 GV0803;                    North         East    Units  Estimated Accuracy
 GV0803;SPC VA S     - 1,115,790.    3,638,620.      MT  (+/- 180 meters Scaled)
 GV0803
 GV0803                          SUPERSEDED SURVEY CONTROL
 GV0803
 GV0803  NGVD 29 (??/??/??)   31.568  (m)          103.57   (f) ADJUSTED    3 0
 GV0803
 GV0803.Superseded values are not recommended for survey control.
 GV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0803.See file dsdata.txt to determine how the superseded data were derived.
 GV0803
 GV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG286372(NAD 83)
 GV0803_MARKER: DB = BENCH MARK DISK
 GV0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0803_STAMPING: B 295 1945
 GV0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0803+STABILITY: SURFACE MOTION
 GV0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0803+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0803
 GV0803  HISTORY     - Date     Condition        Report By
 GV0803  HISTORY     - 1945     MONUMENTED       CGS
 GV0803  HISTORY     - 1961     GOOD             CGS
 GV0803  HISTORY     - 19960309 GOOD             USPSQD
 GV0803  HISTORY     - 20000927 GOOD             USPSQD
 GV0803  HISTORY     - 20010331 GOOD             NGS
 GV0803
 GV0803                          STATION DESCRIPTION
 GV0803
 GV0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0803'AT HOLDCROFT.
 GV0803'AT HOLDCROFT, CHARLES CITY COUNTY, ON SECONDARY STATE HIGHWAY 615,
 GV0803'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 624 LEADING NORTH, 107
 GV0803'FEET NORTH OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 615, AT
 GV0803'THE MT. PLEASANT BAPTIST CHURCH, AND 3 FEET FROM THE SOUTHWEST
 GV0803'CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED B 295 1945 AND
 GV0803'SET IN THE TOP OF A CONCRETE POST.
 GV0803
 GV0803                          STATION RECOVERY (1996)
 GV0803
 GV0803'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0803'RECOVERED IN GOOD CONDITION.
 GV0803
 GV0803                          STATION RECOVERY (2000)
 GV0803
 GV0803'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0803'MARK COVERED BY BRICK WALK. LOOSE BRICKS ALLOW MARK TO BE UNCOVERED.
 GV0803
 GV0803                          STATION RECOVERY (2001)
 GV0803
 GV0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0826 ***********************************************************************
 GV0826  DESIGNATION -  B 296
 GV0826  PID         -  GV0826
 GV0826  STATE/COUNTY-  VA/GLOUCESTER
 GV0826  USGS QUAD   -  GLOUCESTER (1986)
 GV0826
 GV0826                         *CURRENT SURVEY CONTROL
 GV0826  ___________________________________________________________________
 GV0826* NAD 83(1986)-  37 29 58.     (N)    076 31 48.     (W)     SCALED    
 GV0826* NAVD 88     -        30.764  (meters)     100.93   (feet)  ADJUSTED  
 GV0826  ___________________________________________________________________
 GV0826  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 GV0826  DYNAMIC HT  -          30.743 (meters)     100.86  (feet)  COMP
 GV0826  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 GV0826
 GV0826  VERT ORDER  -  THIRD
 GV0826
 GV0826.The horizontal coordinates were scaled from a topographic map and have
 GV0826.an estimated accuracy of +/- 6 seconds.
 GV0826
 GV0826.The orthometric height was determined by differential leveling
 GV0826.and adjusted by the National Geodetic Survey in June 1991..
 GV0826
 GV0826.The geoid height was determined by GEOID03.
 GV0826
 GV0826.The dynamic height is computed by dividing the NAVD 88
 GV0826.geopotential number by the normal gravity value computed on the
 GV0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0826.degrees latitude (g = 980.6199 gals.).
 GV0826
 GV0826.The modeled gravity was interpolated from observed gravity values.
 GV0826
 GV0826;                    North         East    Units  Estimated Accuracy
 GV0826;SPC VA S     - 1,131,230.    3,674,180.      MT  (+/- 180 meters Scaled)
 GV0826
 GV0826                          SUPERSEDED SURVEY CONTROL
 GV0826
 GV0826  NGVD 29 (??/??/??)   31.142  (m)          102.17   (f) ADJUSTED    3 0
 GV0826
 GV0826.Superseded values are not recommended for survey control.
 GV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0826.See file dsdata.txt to determine how the superseded data were derived.
 GV0826
 GV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG647513(NAD 83)
 GV0826_MARKER: DB = BENCH MARK DISK
 GV0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0826_STAMPING: B 296 1945
 GV0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0826+STABILITY: SURFACE MOTION
 GV0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0826+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0826
 GV0826  HISTORY     - Date     Condition        Report By
 GV0826  HISTORY     - 1945     MONUMENTED       CGS
 GV0826  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0826  HISTORY     - 19970225 GOOD             USPSQD
 GV0826  HISTORY     - 20020111 GOOD             USPSQD
 GV0826  HISTORY     - 20040725 GOOD             USPSQD
 GV0826  HISTORY     - 20060214 GOOD             USPSQD
 GV0826
 GV0826                          STATION DESCRIPTION
 GV0826
 GV0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0826'2.1 MI SW FROM HARCUM.
 GV0826'ORIGINAL DESCRIPTION-- 2.1 MILES SOUTHWEST ALONG SECONDARY STATE
 GV0826'HIGHWAY 606 FROM THE INTERSECTION OF STATE HIGHWAY 198 AT HARCUM,
 GV0826'0.4 MILE SOUTHWEST OF THE ROAD JUNCTION AT HORNETS NEST, 125
 GV0826'FEET NORTH OF EBENEZER BAPTIST CHURCH, 80 FEET SOUTHWEST OF THE
 GV0826'SOUTHWEST CORNER OF THE R.C. BROWN PROPERTY, IN THE TRIANGLE
 GV0826'FORMED AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH (INDIAN ROAD),
 GV0826'AND 25 FEET EAST OF THE MAIN ROAD.  A STANDARD DISK, STAMPED B
 GV0826'296 1945 AND SET IN THE TOP OF A CONCRETE POST.
 GV0826
 GV0826                          STATION RECOVERY (1997)
 GV0826
 GV0826'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0826'RECOVERED IN GOOD CONDITION.
 GV0826
 GV0826                          STATION RECOVERY (2002)
 GV0826
 GV0826'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0826'NEW DESCRIPTION= 125FT NORTHEAST OF IGEESIA HISPANA CHURCH, 25FT EAST
 GV0826'OF RT 606 AND 25FT WEST OF RT 605
 GV0826
 GV0826                          STATION RECOVERY (2004)
 GV0826
 GV0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 GV0826'RECOVERED IN GOOD CONDITION.
 GV0826
 GV0826                          STATION RECOVERY (2006)
 GV0826
 GV0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1739 ***********************************************************************
 GV1739  DESIGNATION -  B 297
 GV1739  PID         -  GV1739
 GV1739  STATE/COUNTY-  VA/CHARLES CITY
 GV1739  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1739
 GV1739                         *CURRENT SURVEY CONTROL
 GV1739  ___________________________________________________________________
 GV1739* NAD 83(1986)-  37 23 19.     (N)    077 05 06.     (W)     SCALED    
 GV1739* NAVD 88     -        33.609  (meters)     110.27   (feet)  ADJUSTED  
 GV1739  ___________________________________________________________________
 GV1739  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GV1739  DYNAMIC HT  -          33.586 (meters)     110.19  (feet)  COMP
 GV1739  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 GV1739
 GV1739  VERT ORDER  -  THIRD
 GV1739
 GV1739.The horizontal coordinates were scaled from a topographic map and have
 GV1739.an estimated accuracy of +/- 6 seconds.
 GV1739
 GV1739.The orthometric height was determined by differential leveling
 GV1739.and adjusted by the National Geodetic Survey in June 1991..
 GV1739
 GV1739.The geoid height was determined by GEOID03.
 GV1739
 GV1739.The dynamic height is computed by dividing the NAVD 88
 GV1739.geopotential number by the normal gravity value computed on the
 GV1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1739.degrees latitude (g = 980.6199 gals.).
 GV1739
 GV1739.The modeled gravity was interpolated from observed gravity values.
 GV1739
 GV1739;                    North         East    Units  Estimated Accuracy
 GV1739;SPC VA S     - 1,118,050.    3,625,300.      MT  (+/- 180 meters Scaled)
 GV1739
 GV1739                          SUPERSEDED SURVEY CONTROL
 GV1739
 GV1739  NGVD 29 (??/??/??)   33.936  (m)          111.34   (f) ADJUSTED    3 0
 GV1739
 GV1739.Superseded values are not recommended for survey control.
 GV1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1739.See file dsdata.txt to determine how the superseded data were derived.
 GV1739
 GV1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG154400(NAD 83)
 GV1739_MARKER: DB = BENCH MARK DISK
 GV1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1739_STAMPING: B 297 1945
 GV1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1739+STABILITY: SURFACE MOTION
 GV1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1739+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV1739
 GV1739  HISTORY     - Date     Condition        Report By
 GV1739  HISTORY     - 1945     MONUMENTED       CGS
 GV1739  HISTORY     - 1962     GOOD             CGS
 GV1739  HISTORY     - 19960301 GOOD             USPSQD
 GV1739  HISTORY     - 20000927 GOOD             USPSQD
 GV1739  HISTORY     - 20010331 GOOD             NGS
 GV1739
 GV1739                          STATION DESCRIPTION
 GV1739
 GV1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1739'2.9 MI NW FROM CHARLES CITY.
 GV1739'1.3 MILES NORTH ALONG STATE HIGHWAY 155 FROM CHARLES CITY,
 GV1739'CHARLES CITY COUNTY, THENCE 1.6 MILES WEST ALONG SECONDARY STATE
 GV1739'HIGHWAY 602, 143 FEET SOUTHEAST OF THE JUNCTION OF A DRIVE
 GV1739'LEADING TO A HOUSE, 18.7 FEET EAST OF THE HIGHWAY, 34 FEET
 GV1739'NORTHEAST OF AN 18-INCH WHITE TREE, AND 2 FEET NORTH OF A WHITE
 GV1739'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 297 1945 AND
 GV1739'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 GV1739'GROUND.  NOTE-- A STEEL WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 GV1739
 GV1739                          STATION RECOVERY (1996)
 GV1739
 GV1739'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1739'RECOVERED IN GOOD CONDITION.
 GV1739
 GV1739                          STATION RECOVERY (2000)
 GV1739
 GV1739'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1739'RECOVERED IN GOOD CONDITION.
 GV1739
 GV1739                          STATION RECOVERY (2001)
 GV1739
 GV1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0797 ***********************************************************************
 GV0797  DESIGNATION -  B 298
 GV0797  PID         -  GV0797
 GV0797  STATE/COUNTY-  VA/SURRY
 GV0797  USGS QUAD   -  CLAREMONT (1986)
 GV0797
 GV0797                         *CURRENT SURVEY CONTROL
 GV0797  ___________________________________________________________________
 GV0797* NAD 83(1986)-  37 11 33.     (N)    076 54 13.     (W)     SCALED    
 GV0797* NAVD 88     -        32.404  (meters)     106.31   (feet)  POSTED    
 GV0797  ___________________________________________________________________
 GV0797  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 GV0797  DYNAMIC HT  -          32.380 (meters)     106.23  (feet)  COMP
 GV0797  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 GV0797
 GV0797  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0797
 GV0797.The horizontal coordinates were scaled from a topographic map and have
 GV0797.an estimated accuracy of +/- 6 seconds.
 GV0797
 GV0797.The orthometric height was determined by differential leveling
 GV0797.and adjusted by the National Geodetic Survey in 1992..
 GV0797.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0797.rate of 0.0 thru 1.0 mm/km.
 GV0797
 GV0797.The geoid height was determined by GEOID03.
 GV0797
 GV0797.The dynamic height is computed by dividing the NAVD 88
 GV0797.geopotential number by the normal gravity value computed on the
 GV0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0797.degrees latitude (g = 980.6199 gals.).
 GV0797
 GV0797.The modeled gravity was interpolated from observed gravity values.
 GV0797
 GV0797;                    North         East    Units  Estimated Accuracy
 GV0797;SPC VA S     - 1,096,540.    3,641,720.      MT  (+/- 180 meters Scaled)
 GV0797
 GV0797                          SUPERSEDED SURVEY CONTROL
 GV0797
 GV0797  NGVD 29 (??/??/??)   32.776  (m)          107.53   (f) ADJUSTED    3 0
 GV0797
 GV0797.Superseded values are not recommended for survey control.
 GV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0797.See file dsdata.txt to determine how the superseded data were derived.
 GV0797
 GV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG310179(NAD 83)
 GV0797_MARKER: DB = BENCH MARK DISK
 GV0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0797_STAMPING: B 298 1946
 GV0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0797+STABILITY: SURFACE MOTION
 GV0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0797+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0797
 GV0797  HISTORY     - Date     Condition        Report By
 GV0797  HISTORY     - 1946     MONUMENTED       CGS
 GV0797  HISTORY     - 1960     GOOD             CGS
 GV0797  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0797  HISTORY     - 20020223 GOOD             USPSQD
 GV0797
 GV0797                          STATION DESCRIPTION
 GV0797
 GV0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0797'6.9 MI NW FROM SURRY.
 GV0797'6.9 MILES NORTHWEST OF SURRY, SURRY COUNTY.  THIS BENCH MARK MAY
 GV0797'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG
 GV0797'STATE HIGHWAY 31, THENCE 1.9 MILES WEST ALONG SECONDARY STATE
 GV0797'HIGHWAY 620, THENCE 1.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY
 GV0797'618, AND THENCE 2.4 MILES WEST ALONG SECONDARY STATE HIGHWAY 610.
 GV0797'IT IS AT THE JUNCTION OF A WOODS ROAD, 25 FEET SOUTH OF THE CENTER
 GV0797'LINE OF THE ROAD, 18 FEET NORTH OF THE HIGHWAY, 3 FEET WEST OF A
 GV0797'12-INCH OAK TREE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 GV0797'A STANDARD DISK, STAMPED B 298 1946 AND SET IN THE TOP OF AN
 GV0797'8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GV0797
 GV0797                          STATION RECOVERY (1997)
 GV0797
 GV0797'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0797'MARK NOT FOUND.
 GV0797
 GV0797                          STATION RECOVERY (2002)
 GV0797
 GV0797'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0797'BENCHMARK IS EAST OF CENTER LINE OF THE ROAD NOT SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0153 ***********************************************************************
 FW0153  DESIGNATION -  B 299
 FW0153  PID         -  FW0153
 FW0153  STATE/COUNTY-  VA/ACCOMACK
 FW0153  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0153
 FW0153                         *CURRENT SURVEY CONTROL
 FW0153  ___________________________________________________________________
 FW0153* NAD 83(1986)-  37 54 36.     (N)    075 21 25.     (W)     SCALED    
 FW0153* NAVD 88     -         3.054  (meters)      10.02   (feet)  ADJUSTED  
 FW0153  ___________________________________________________________________
 FW0153  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0153  DYNAMIC HT  -           3.052 (meters)      10.01  (feet)  COMP
 FW0153  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 FW0153
 FW0153  VERT ORDER  -  FIRST     CLASS I
 FW0153
 FW0153.The horizontal coordinates were scaled from a topographic map and have
 FW0153.an estimated accuracy of +/- 6 seconds.
 FW0153
 FW0153.The orthometric height was determined by differential leveling
 FW0153.and adjusted by the National Geodetic Survey in June 1991..
 FW0153
 FW0153.The geoid height was determined by GEOID03.
 FW0153
 FW0153.The dynamic height is computed by dividing the NAVD 88
 FW0153.geopotential number by the normal gravity value computed on the
 FW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0153.degrees latitude (g = 980.6199 gals.).
 FW0153
 FW0153.The modeled gravity was interpolated from observed gravity values.
 FW0153
 FW0153;                    North         East    Units  Estimated Accuracy
 FW0153;SPC VA S     - 1,179,580.    3,776,350.      MT  (+/- 180 meters Scaled)
 FW0153
 FW0153                          SUPERSEDED SURVEY CONTROL
 FW0153
 FW0153  NGVD 29 (??/??/??)    3.301  (m)           10.83   (f) ADJUSTED    1 1
 FW0153
 FW0153.Superseded values are not recommended for survey control.
 FW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0153.See file dsdata.txt to determine how the superseded data were derived.
 FW0153
 FW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG686958(NAD 83)
 FW0153_MARKER: DB = BENCH MARK DISK
 FW0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0153_SP_SET: CONCRETE WELL
 FW0153_STAMPING: B 299 1949
 FW0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0153+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 FW0153
 FW0153  HISTORY     - Date     Condition        Report By
 FW0153  HISTORY     - 1949     MONUMENTED       CGS
 FW0153  HISTORY     - 1963     GOOD             CGS
 FW0153  HISTORY     - 1977     GOOD             NGS
 FW0153  HISTORY     - 20031016 GOOD             USPSQD
 FW0153
 FW0153                          STATION DESCRIPTION
 FW0153
 FW0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0153'2.7 MI SE FROM CHINCOTEAGUE.
 FW0153'2.7 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 2113 AND A
 FW0153'PRIVATE ROAD FROM THE JUNCTION OF MAIN STREET AT CHINCOTEAGUE,
 FW0153'366 FEET NORTHWEST OF CENTER LINE OF ROAD, ABOUT 200 YARDS
 FW0153'SOUTHWEST OF ASSATEAGUE LIGHTHOUSE, AT A T ROAD JUNCTION,
 FW0153'102 FEET NORTHEAST OF CENTER OF JUNCTION, 120 FEET SOUTHEAST
 FW0153'OF SOUTHEAST CORNER OF A WHITE BLOCK HOUSE ON A KNOLL, 15 FEET
 FW0153'NORTHWEST OF CENTER LINE OF ROAD LEADING NORTHEAST TO LIGHTHOUSE,
 FW0153'1/2 FOOT ABOVE LEVEL OF ROAD, AND SET ON TOP OF SOUTHWEST
 FW0153'CORNER OF A OLD CONCRETE WELL.
 FW0153
 FW0153                          STATION RECOVERY (1977)
 FW0153
 FW0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FW0153'RECOVERED IN GOOD CONDITION.
 FW0153
 FW0153                          STATION RECOVERY (2003)
 FW0153
 FW0153'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0153'MARK IS 3 DEET SW OF THE CAST IRON WELL PUMP, SET IN THE CONCRETE BASE
 FW0153'OF THE WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0004 ***********************************************************************
 FY0004  DESIGNATION -  B 30
 FY0004  PID         -  FY0004
 FY0004  STATE/COUNTY-  VA/LUNENBURG
 FY0004  USGS QUAD   -  FORT MITCHELL (1990)
 FY0004
 FY0004                         *CURRENT SURVEY CONTROL
 FY0004  ___________________________________________________________________
 FY0004* NAD 83(1986)-  36 55 06.     (N)    078 29 07.     (W)     SCALED    
 FY0004* NAVD 88     -       158.878  (meters)     521.25   (feet)  ADJUSTED  
 FY0004  ___________________________________________________________________
 FY0004  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 FY0004  DYNAMIC HT  -         158.761 (meters)     520.87  (feet)  COMP
 FY0004  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 FY0004
 FY0004  VERT ORDER  -  FIRST     CLASS II
 FY0004
 FY0004.The horizontal coordinates were scaled from a topographic map and have
 FY0004.an estimated accuracy of +/- 6 seconds.
 FY0004
 FY0004.The orthometric height was determined by differential leveling
 FY0004.and adjusted by the National Geodetic Survey in June 1991..
 FY0004
 FY0004.The geoid height was determined by GEOID03.
 FY0004
 FY0004.The dynamic height is computed by dividing the NAVD 88
 FY0004.geopotential number by the normal gravity value computed on the
 FY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0004.degrees latitude (g = 980.6199 gals.).
 FY0004
 FY0004.The modeled gravity was interpolated from observed gravity values.
 FY0004
 FY0004;                    North         East    Units  Estimated Accuracy
 FY0004;SPC VA S     - 1,064,920.    3,501,310.      MT  (+/- 180 meters Scaled)
 FY0004
 FY0004                          SUPERSEDED SURVEY CONTROL
 FY0004
 FY0004  NGVD 29 (03/05/92)  159.110  (m)          522.01   (f) ADJUSTED    1 2
 FY0004
 FY0004.Superseded values are not recommended for survey control.
 FY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0004.See file dsdata.txt to determine how the superseded data were derived.
 FY0004
 FY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA240887(NAD 83)
 FY0004_MARKER: DB = BENCH MARK DISK
 FY0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0004_STAMPING: 521.951 B 30 1932
 FY0004_PROJECTION: PROJECTING 15 CENTIMETERS
 FY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0004+STABILITY: SURFACE MOTION
 FY0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0004+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 FY0004
 FY0004  HISTORY     - Date     Condition        Report By
 FY0004  HISTORY     - 1932     MONUMENTED       CGS
 FY0004  HISTORY     - 1935     GOOD             NGS
 FY0004  HISTORY     - 1963     MARK NOT FOUND   NGS
 FY0004  HISTORY     - 1978     GOOD             NGS
 FY0004  HISTORY     - 20010317 GOOD             USPSQD
 FY0004  HISTORY     - 20051021 GOOD             USPSQD
 FY0004
 FY0004                          STATION DESCRIPTION
 FY0004
 FY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0004'AT FORT MITCHELL.
 FY0004'AT FORT MITCHELL, LUNENBURG COUNTY, ON THE DURHAM BRANCH OF THE
 FY0004'SOUTHERN RAILWAY, 224 FEET NORTH OF THE NORTH END OF THE STATION,
 FY0004'180 FEET NORTH OF THE CENTER OF A SECONDARY-ROAD CROSSING, 43.5
 FY0004'FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AT THE SOUTHEAST
 FY0004'CORNER OF AN OLD WOODEN BARN, AND ABOUT 1 FOOT HIGHER THAN THE
 FY0004'RAIL.  A STANDARD DISK, STAMPED 521.951 B 30 1932 AND SET IN
 FY0004'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FY0004
 FY0004                          STATION RECOVERY (1963)
 FY0004
 FY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FY0004'MARK NOT FOUND.
 FY0004
 FY0004                          STATION RECOVERY (1978)
 FY0004
 FY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0004'IN FORT MITCHELL, AT THE JUNCTION OF COUNTY ROAD 630 AND SOUTHERN
 FY0004'RAILROAD, 244 FEET NORTH OF THE NORTH FACE OF THE RAILROAD STATION,
 FY0004'189 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 630, CROSSING
 FY0004'THE TRACKS, 129 FEET EAST-SOUTHEAST OF A 36 INCH OAK TREE, 73 FEET
 FY0004'NORTHEAST OF THE CENTERLINE OF THE ROAD, AT AND ON THE OUTSIDE OF A
 FY0004'CURVE, AND 43.5 FEET WEST OF THE CENTER OF THE TRACKS.
 FY0004'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 FY0004
 FY0004                          STATION RECOVERY (2001)
 FY0004
 FY0004'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY0004'RECOVERED IN GOOD CONDITION.
 FY0004
 FY0004                          STATION RECOVERY (2005)
 FY0004
 FY0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3024 ***********************************************************************
 GV3024  DESIGNATION -  B 301
 GV3024  PID         -  GV3024
 GV3024  STATE/COUNTY-  VA/NORTHAMPTON
 GV3024  USGS QUAD   -  ELLIOTTS CREEK (1992)
 GV3024
 GV3024                         *CURRENT SURVEY CONTROL
 GV3024  ___________________________________________________________________
 GV3024* NAD 83(1986)-  37 14 50.     (N)    076 00 29.     (W)     SCALED    
 GV3024* NAVD 88     -         2.894  (meters)       9.49   (feet)  ADJUSTED  
 GV3024  ___________________________________________________________________
 GV3024  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 GV3024  DYNAMIC HT  -           2.892 (meters)       9.49  (feet)  COMP
 GV3024  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 GV3024
 GV3024  VERT ORDER  -  FIRST     CLASS II
 GV3024
 GV3024.The horizontal coordinates were scaled from a topographic map and have
 GV3024.an estimated accuracy of +/- 6 seconds.
 GV3024
 GV3024.The orthometric height was determined by differential leveling
 GV3024.and adjusted by the National Geodetic Survey in June 1991..
 GV3024
 GV3024.The geoid height was determined by GEOID03.
 GV3024
 GV3024.The dynamic height is computed by dividing the NAVD 88
 GV3024.geopotential number by the normal gravity value computed on the
 GV3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3024.degrees latitude (g = 980.6199 gals.).
 GV3024
 GV3024.The modeled gravity was interpolated from observed gravity values.
 GV3024
 GV3024;                    North         East    Units  Estimated Accuracy
 GV3024;SPC VA S     - 1,104,340.    3,721,060.      MT  (+/- 180 meters Scaled)
 GV3024
 GV3024                          SUPERSEDED SURVEY CONTROL
 GV3024
 GV3024  NGVD 29 (??/??/??)    3.143  (m)           10.31   (f) ADJUSTED    1 2
 GV3024
 GV3024.Superseded values are not recommended for survey control.
 GV3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3024.See file dsdata.txt to determine how the superseded data were derived.
 GV3024
 GV3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG105227(NAD 83)
 GV3024_MARKER: DB = BENCH MARK DISK
 GV3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3024_STAMPING: B 301 1942
 GV3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3024+STABILITY: SURFACE MOTION
 GV3024
 GV3024  HISTORY     - Date     Condition        Report By
 GV3024  HISTORY     - 1942     MONUMENTED       CGS
 GV3024  HISTORY     - 1972     MARK NOT FOUND   NGS
 GV3024
 GV3024                          STATION DESCRIPTION
 GV3024
 GV3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV3024'1.8 MI SE FROM CAPE CHARLES.
 GV3024'ABOUT 0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 GV3024'STATION AT CAPE CHARLES, THENCE ABOUT 0.3 MILE SOUTH ALONG A BLACK
 GV3024'TOP ROAD, THENCE ABOUT 1.05 MILES SOUTH ALONG A DIRT ROAD, AT
 GV3024'RESIDENCE OF MATHILDA T. WELLES, 168 FEET NORTH-NORTHEAST OF NORTHEAST
 GV3024'CORNER OF HOUSE, 57 FEET EAST OF CENTER LINE OF DRIVE, 62 FEET
 GV3024'SOUTH OF A FENCE LINE, 27 FEET WEST OF A FENCE LINE, 4 1/2 FEET WEST
 GV3024'OF SOUTHWEST CORNER OF A CORN CRIB, ABOUT LEVEL WITH DRIVE AND SET
 GV3024'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV3024
 GV3024                          STATION RECOVERY (1972)
 GV3024
 GV3024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GV3024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0469 ***********************************************************************
 FX0469  DESIGNATION -  B 306
 FX0469  PID         -  FX0469
 FX0469  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0469  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0469
 FX0469                         *CURRENT SURVEY CONTROL
 FX0469  ___________________________________________________________________
 FX0469* NAD 83(1986)-  36 50 35.     (N)    076 00 37.     (W)     SCALED    
 FX0469* NAVD 88     -         3.599  (meters)      11.81   (feet)  ADJUSTED  
 FX0469  ___________________________________________________________________
 FX0469  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX0469  DYNAMIC HT  -           3.596 (meters)      11.80  (feet)  COMP
 FX0469  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 FX0469
 FX0469  VERT ORDER  -  FIRST     CLASS I
 FX0469
 FX0469.The horizontal coordinates were scaled from a topographic map and have
 FX0469.an estimated accuracy of +/- 6 seconds.
 FX0469
 FX0469.The orthometric height was determined by differential leveling
 FX0469.and adjusted by the National Geodetic Survey in June 1991..
 FX0469
 FX0469.The geoid height was determined by GEOID03.
 FX0469
 FX0469.The dynamic height is computed by dividing the NAVD 88
 FX0469.geopotential number by the normal gravity value computed on the
 FX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0469.degrees latitude (g = 980.6199 gals.).
 FX0469
 FX0469.The modeled gravity was interpolated from observed gravity values.
 FX0469
 FX0469;                    North         East    Units  Estimated Accuracy
 FX0469;SPC VA S     - 1,059,490.    3,722,040.      MT  (+/- 180 meters Scaled)
 FX0469
 FX0469                          SUPERSEDED SURVEY CONTROL
 FX0469
 FX0469  NGVD 29 (??/??/92)    3.850  (m)           12.63   (f) ADJ UNCH    1 1
 FX0469
 FX0469.Superseded values are not recommended for survey control.
 FX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0469.See file dsdata.txt to determine how the superseded data were derived.
 FX0469
 FX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF099779(NAD 83)
 FX0469_MARKER: DB = BENCH MARK DISK
 FX0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0469_STAMPING: B 306 1952
 FX0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0469+STABILITY: SURFACE MOTION
 FX0469
 FX0469  HISTORY     - Date     Condition        Report By
 FX0469  HISTORY     - 1952     MONUMENTED       CGS
 FX0469  HISTORY     - 1963     GOOD             NGS
 FX0469
 FX0469                          STATION DESCRIPTION
 FX0469
 FX0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FX0469'2 MI W FROM VIRGINIA BEACH.
 FX0469'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX0469'OF U.S. HIGHWAY 60 AT VIRGINIA BEACH, ABOUT 0.65 MILE EAST OF
 FX0469'THE CROSSROADS AT OCEANA, AT THE RESIDENCE OF HELEN WILLIAMS, 35
 FX0469'FEET NORTH OF CENTER LINE OF HIGHWAY (3-LANE HIGHWAY), 53 FEET
 FX0469'NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A DIM ROAD SOUTH,
 FX0469'41 FEET EAST-NORTHEAST OF POWER POLE NO. 1022-12, 41 FEET
 FX0469'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 11 FEET WEST OF A HIGHWAY
 FX0469'R/W MARKER POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 FX0469'ABOUT 1/2 FOOT BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE
 FX0469'POST PROJECTING 4 INCHES.
 FX0469
 FX0469                          STATION RECOVERY (1963)
 FX0469
 FX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0163 ***********************************************************************
 FX0163  DESIGNATION -  B 308
 FX0163  PID         -  FX0163
 FX0163  STATE/COUNTY-  VA/C OF NORFOLK
 FX0163  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0163
 FX0163                         *CURRENT SURVEY CONTROL
 FX0163  ___________________________________________________________________
 FX0163* NAD 83(1986)-  36 48 50.     (N)    076 18 41.     (W)     SCALED    
 FX0163* NAVD 88     -         2.660  (meters)       8.73   (feet)  ADJUSTED  
 FX0163  ___________________________________________________________________
 FX0163  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0163  DYNAMIC HT  -           2.658 (meters)       8.72  (feet)  COMP
 FX0163  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 FX0163
 FX0163  VERT ORDER  -  FIRST     CLASS I
 FX0163
 FX0163.The horizontal coordinates were scaled from a topographic map and have
 FX0163.an estimated accuracy of +/- 6 seconds.
 FX0163
 FX0163.The orthometric height was determined by differential leveling
 FX0163.and adjusted by the National Geodetic Survey in June 1991..
 FX0163.WARNING-Repeat measurements at this control monument indicate possible
 FX0163.vertical movement.
 FX0163
 FX0163.The geoid height was determined by GEOID03.
 FX0163
 FX0163.The dynamic height is computed by dividing the NAVD 88
 FX0163.geopotential number by the normal gravity value computed on the
 FX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0163.degrees latitude (g = 980.6199 gals.).
 FX0163
 FX0163.The modeled gravity was interpolated from observed gravity values.
 FX0163
 FX0163;                    North         East    Units  Estimated Accuracy
 FX0163;SPC VA S     - 1,055,590.    3,695,270.      MT  (+/- 180 meters Scaled)
 FX0163
 FX0163                          SUPERSEDED SURVEY CONTROL
 FX0163
 FX0163  NGVD 29 (??/??/92)    2.913  (m)            9.56   (f) ADJ UNCH    1 1
 FX0163
 FX0163.Superseded values are not recommended for survey control.
 FX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0163.See file dsdata.txt to determine how the superseded data were derived.
 FX0163
 FX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF830750(NAD 83)
 FX0163_MARKER: DB = BENCH MARK DISK
 FX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0163_STAMPING: B 308 1952
 FX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0163+STABILITY: SURFACE MOTION
 FX0163
 FX0163  HISTORY     - Date     Condition        Report By
 FX0163  HISTORY     - 1952     MONUMENTED       CGS
 FX0163  HISTORY     - 1971     GOOD             NGS
 FX0163  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0163  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 FX0163
 FX0163                          STATION DESCRIPTION
 FX0163
 FX0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0163'AT PORTSMOUTH.
 FX0163'AT PORTSMOUTH, ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 337
 FX0163'(ELM AVENUE) FROM THE CROSSING OF THE NORFOLK AND PORTSMOUTH
 FX0163'BELT LINE RAILROAD, 89 YARDS SOUTHEAST OF THE CENTER OF THE
 FX0163'INTERSECTION OF STATE HIGHWAY 337 (ELM AVENUE) AND THE GEORGE
 FX0163'WASHINGTON HIGHWAY, 24 1/2 FEET NORTHEAST OF THE CENTER LINE
 FX0163'OF THE AVENUE, 12 FEET EAST-SOUTHEAST OF THE CENTER OF A 22-INCH
 FX0163'SEWER COVER, 2.8 FEET WEST-NORTHWEST OF A METAL POST AT THE
 FX0163'CORNER OF A FENCE AROUND THE U.S. NAVAL SHIPYARD, 2 1/2 FEET
 FX0163'WEST OF A NORTH-SOUTH FENCE, 2.2 FEET WEST OF A METAL WITNESS
 FX0163'POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE AVENUE, AND SET
 FX0163'IN THE TOP OF A CONCRETE POST WHICH IS 3 INCHES BELOW THE
 FX0163'SURFACE OF THE GROUND.
 FX0163
 FX0163                          STATION RECOVERY (1978)
 FX0163
 FX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0163'NOT RECOVERED.  NOTE=THIS MARK IS BELIEVED TO BE UNDER 6 INCHES OF
 FX0163'COMCRETE AND PAVEMENT.
 FX0163
 FX0163                          STATION RECOVERY (1999)
 FX0163
 FX0163'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0193 ***********************************************************************
 FX0193  DESIGNATION -  B 309
 FX0193  PID         -  FX0193
 FX0193  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX0193  USGS QUAD   -  BOWERS HILL (1986)
 FX0193
 FX0193                         *CURRENT SURVEY CONTROL
 FX0193  ___________________________________________________________________
 FX0193* NAD 83(1986)-  36 51 08.     (N)    076 22 45.     (W)     SCALED    
 FX0193* NAVD 88     -         3.923  (meters)      12.87   (feet)  ADJUSTED  
 FX0193  ___________________________________________________________________
 FX0193  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FX0193  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 FX0193  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 FX0193
 FX0193  VERT ORDER  -  FIRST     CLASS I
 FX0193
 FX0193.The horizontal coordinates were scaled from a topographic map and have
 FX0193.an estimated accuracy of +/- 6 seconds.
 FX0193
 FX0193.The orthometric height was determined by differential leveling
 FX0193.and adjusted by the National Geodetic Survey in June 1991..
 FX0193
 FX0193.The geoid height was determined by GEOID03.
 FX0193
 FX0193.The dynamic height is computed by dividing the NAVD 88
 FX0193.geopotential number by the normal gravity value computed on the
 FX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0193.degrees latitude (g = 980.6199 gals.).
 FX0193
 FX0193.The modeled gravity was interpolated from observed gravity values.
 FX0193
 FX0193;                    North         East    Units  Estimated Accuracy
 FX0193;SPC VA S     - 1,059,710.    3,689,130.      MT  (+/- 180 meters Scaled)
 FX0193
 FX0193                          SUPERSEDED SURVEY CONTROL
 FX0193
 FX0193  NGVD 29 (??/??/92)    4.161  (m)           13.65   (f) ADJ UNCH    1 1
 FX0193
 FX0193.Superseded values are not recommended for survey control.
 FX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0193.See file dsdata.txt to determine how the superseded data were derived.
 FX0193
 FX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF770793(NAD 83)
 FX0193_MARKER: DB = BENCH MARK DISK
 FX0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0193_STAMPING: B 309 1952
 FX0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0193+STABILITY: SURFACE MOTION
 FX0193
 FX0193  HISTORY     - Date     Condition        Report By
 FX0193  HISTORY     - 1952     MONUMENTED       CGS
 FX0193  HISTORY     - 1971     GOOD             NGS
 FX0193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0193
 FX0193                          STATION DESCRIPTION
 FX0193
 FX0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0193'AT PORTSMOUTH.
 FX0193'AT PORTSMOUTH, ABOUT 0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 17
 FX0193'FROM THE CHURCHLAND HIGH SCHOOL, AT THE INTERSECTION OF THE
 FX0193'HIGHWAY AND STERLING POINT DRIVE THAT LEADS SOUTHWEST AND
 FX0193'CEDAR LANE THAT LEADS NORTH, 39 FEET SOUTHWEST OF THE CENTER
 FX0193'LINE OF THE HIGHWAY (HIGH STREET), 42 FEET NORTHWEST OF THE
 FX0193'CENTER LINE OF STERLING POINT DRIVE, 121.1 FEET EAST OF THE
 FX0193'EAST CORNER OF THE MAIN BUILDING OF THE GREEN ACRES PRESBYTERIAN
 FX0193'CHURCH, 10.6 FEET NORTHWEST OF THE SOUTHEAST END OF A 3-FOOT
 FX0193'HIGH 21-FOOT LONG BRICK WALL, 10.9 FEET SOUTHEAST OF THE NORTHWEST
 FX0193'END OF THE WALL, 1.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 FX0193'THE WALL, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 FX0193'OF A CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE OF THE
 FX0193'GROUND.
 FX0193
 FX0193                          STATION RECOVERY (2001)
 FX0193
 FX0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0672 ***********************************************************************
 FY0672  DESIGNATION -  B 31
 FY0672  PID         -  FY0672
 FY0672  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0672  USGS QUAD   -  DANVILLE (1984)
 FY0672
 FY0672                         *CURRENT SURVEY CONTROL
 FY0672  ___________________________________________________________________
 FY0672* NAD 83(1986)-  36 35 06.     (N)    079 22 56.     (W)     SCALED    
 FY0672* NAVD 88     -       129.164  (meters)     423.77   (feet)  ADJUSTED  
 FY0672  ___________________________________________________________________
 FY0672  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY0672  DYNAMIC HT  -         129.059 (meters)     423.42  (feet)  COMP
 FY0672  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 FY0672
 FY0672  VERT ORDER  -  FIRST     CLASS II
 FY0672
 FY0672.The horizontal coordinates were scaled from a topographic map and have
 FY0672.an estimated accuracy of +/- 6 seconds.
 FY0672
 FY0672.The orthometric height was determined by differential leveling
 FY0672.and adjusted by the National Geodetic Survey in June 1991..
 FY0672.WARNING-Repeat measurements at this control monument indicate possible
 FY0672.vertical movement.
 FY0672
 FY0672.The geoid height was determined by GEOID03.
 FY0672
 FY0672.The dynamic height is computed by dividing the NAVD 88
 FY0672.geopotential number by the normal gravity value computed on the
 FY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0672.degrees latitude (g = 980.6199 gals.).
 FY0672
 FY0672.The modeled gravity was interpolated from observed gravity values.
 FY0672
 FY0672;                    North         East    Units  Estimated Accuracy
 FY0672;SPC VA S     - 1,028,300.    3,421,050.      MT  (+/- 180 meters Scaled)
 FY0672
 FY0672                          SUPERSEDED SURVEY CONTROL
 FY0672
 FY0672  NGVD 29 (??/??/92)  129.404  (m)          424.55   (f) ADJ UNCH    1 2
 FY0672
 FY0672.Superseded values are not recommended for survey control.
 FY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0672.See file dsdata.txt to determine how the superseded data were derived.
 FY0672
 FY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA447500(NAD 83)
 FY0672_MARKER: DB = BENCH MARK DISK
 FY0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0672_SP_SET: BRIDGE
 FY0672_STAMPING: B 31 1932 424.589
 FY0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0672
 FY0672  HISTORY     - Date     Condition        Report By
 FY0672  HISTORY     - 1932     MONUMENTED       CGS
 FY0672  HISTORY     - 1966     GOOD             NGS
 FY0672
 FY0672                          STATION DESCRIPTION
 FY0672
 FY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0672'AT DANVILLE.
 FY0672'AT DANVILLE, ALONG THE SOUTHERN RAILWAY, ABOUT 125 YARDS NORTHEAST
 FY0672'OF THE PASSENGER STATION, SET ON THE TOP OF THE EAST END OF
 FY0672'THE SOUTH CONCRETE ABUTMENT OF THE RAILWAY BRIDGE OVER DAN
 FY0672'RIVER, 20.5 FEET EAST OF THE EAST RAIL AND 1 FOOT BELOW THE
 FY0672'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0081 ***********************************************************************
 FW0081  DESIGNATION -  B 311
 FW0081  PID         -  FW0081
 FW0081  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0081  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW0081
 FW0081                         *CURRENT SURVEY CONTROL
 FW0081  ___________________________________________________________________
 FW0081* NAD 83(1986)-  36 53 44.     (N)    075 59 22.     (W)     SCALED    
 FW0081* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 FW0081  ___________________________________________________________________
 FW0081  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 FW0081  DYNAMIC HT  -           2.080 (meters)       6.82  (feet)  COMP
 FW0081  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 FW0081
 FW0081  VERT ORDER  -  FIRST     CLASS I
 FW0081
 FW0081.The horizontal coordinates were scaled from a topographic map and have
 FW0081.an estimated accuracy of +/- 6 seconds.
 FW0081
 FW0081.The orthometric height was determined by differential leveling
 FW0081.and adjusted by the National Geodetic Survey in June 1991..
 FW0081
 FW0081.The geoid height was determined by GEOID03.
 FW0081
 FW0081.The dynamic height is computed by dividing the NAVD 88
 FW0081.geopotential number by the normal gravity value computed on the
 FW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0081.degrees latitude (g = 980.6199 gals.).
 FW0081
 FW0081.The modeled gravity was interpolated from observed gravity values.
 FW0081
 FW0081;                    North         East    Units  Estimated Accuracy
 FW0081;SPC VA S     - 1,065,370.    3,723,740.      MT  (+/- 180 meters Scaled)
 FW0081
 FW0081                          SUPERSEDED SURVEY CONTROL
 FW0081
 FW0081  NGVD 29 (??/??/??)    2.331  (m)            7.65   (f) ADJUSTED    1 1
 FW0081
 FW0081.Superseded values are not recommended for survey control.
 FW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0081.See file dsdata.txt to determine how the superseded data were derived.
 FW0081
 FW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF118837(NAD 83)
 FW0081_MARKER: DB = BENCH MARK DISK
 FW0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0081_STAMPING: B 311 1952
 FW0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0081+STABILITY: SURFACE MOTION
 FW0081
 FW0081  HISTORY     - Date     Condition        Report By
 FW0081  HISTORY     - 1952     MONUMENTED       CGS
 FW0081  HISTORY     - 1963     GOOD             CGS
 FW0081  HISTORY     - 1966     GOOD             CGS
 FW0081  HISTORY     - 19960716 MARK NOT FOUND   NGS
 FW0081
 FW0081                          STATION DESCRIPTION
 FW0081
 FW0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0081'3 MI N FROM VIRGINIA BEACH.
 FW0081'ABOUT 2.95 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 FW0081'AT VIRGINIA BEACH, AT THE INTERSECTION OF ATLANTIC AVENUE
 FW0081'(HIGHWAY 60) AND 70TH STREET, 32 FEET WEST OF CENTER LINE OF
 FW0081'HIGHWAY, 46 FEET NORTHWEST OF CENTER OF INTERSECTION, 34 FEET
 FW0081'NORTH OF CENTER LINE OF 70TH STREET, 17 FEET NORTH-NORTHWEST
 FW0081'OF STREET SIGN POST, 6 FEET NORTHWEST OF POWER POLE NO. 359/8,
 FW0081'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 FW0081'BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FW0081'2 INCHES.
 FW0081
 FW0081                          STATION RECOVERY (1966)
 FW0081
 FW0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FW0081'RECOVERED IN GOOD CONDITION.
 FW0081
 FW0081                          STATION RECOVERY (1996)
 FW0081
 FW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FW0081'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0368 ***********************************************************************
 GV0368  DESIGNATION -  B 312
 GV0368  PID         -  GV0368
 GV0368  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 GV0368  USGS QUAD   -  HAMPTON (1986)
 GV0368
 GV0368                         *CURRENT SURVEY CONTROL
 GV0368  ___________________________________________________________________
 GV0368* NAD 83(1986)-  37 00 11.     (N)    076 18 27.     (W)     SCALED    
 GV0368* NAVD 88     -         2.168  (meters)       7.11   (feet)  ADJUSTED  
 GV0368  ___________________________________________________________________
 GV0368  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV0368  DYNAMIC HT  -           2.166 (meters)       7.11  (feet)  COMP
 GV0368  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 GV0368
 GV0368  VERT ORDER  -  FIRST     CLASS II
 GV0368
 GV0368.The horizontal coordinates were scaled from a topographic map and have
 GV0368.an estimated accuracy of +/- 6 seconds.
 GV0368
 GV0368.The orthometric height was determined by differential leveling
 GV0368.and adjusted by the National Geodetic Survey in June 1991..
 GV0368
 GV0368.The geoid height was determined by GEOID03.
 GV0368
 GV0368.The dynamic height is computed by dividing the NAVD 88
 GV0368.geopotential number by the normal gravity value computed on the
 GV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0368.degrees latitude (g = 980.6199 gals.).
 GV0368
 GV0368.The modeled gravity was interpolated from observed gravity values.
 GV0368
 GV0368;                    North         East    Units  Estimated Accuracy
 GV0368;SPC VA S     - 1,076,590.    3,695,130.      MT  (+/- 180 meters Scaled)
 GV0368
 GV0368                          SUPERSEDED SURVEY CONTROL
 GV0368
 GV0368  NGVD 29 (??/??/??)    2.506  (m)            8.22   (f) ADJUSTED    1 2
 GV0368
 GV0368.Superseded values are not recommended for survey control.
 GV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0368.See file dsdata.txt to determine how the superseded data were derived.
 GV0368
 GV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836960(NAD 83)
 GV0368_MARKER: DB = BENCH MARK DISK
 GV0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0368_SP_SET: BUILDING
 GV0368_STAMPING: B 312 1952
 GV0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0368+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GV0368
 GV0368  HISTORY     - Date     Condition        Report By
 GV0368  HISTORY     - 1952     MONUMENTED       CGS
 GV0368  HISTORY     - 1960     GOOD             CGS
 GV0368  HISTORY     - 20030419 GOOD             USPSQD
 GV0368  HISTORY     - 20041118 GOOD             USPSQD
 GV0368  HISTORY     - 20051103 GOOD             GEOCAC
 GV0368
 GV0368                          STATION DESCRIPTION
 GV0368
 GV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0368'AT OLD POINT COMFORT.
 GV0368'AT OLD POINT COMFORT, ON FORT MONROE RESERVATION, LOCATED AT
 GV0368'JUNCTION OF RUCKMAN ROAD AND OUTER DRIVE AROUND MOAT, NEAR THE
 GV0368'SOUTHWEST CORNER OF MOAT, SET VERTICALLY IN SOUTHWEST FACE OF
 GV0368'BRICK RESIDENCE NO. 157, 1.8 FEET NORTHWEST OF SOUTH CORNER OF
 GV0368'BUILDING, 88 FEET NORTHEAST AND ACROSS RUCKMAN ROAD FROM EAST
 GV0368'CORNER OF CHAPEL AND ABOUT 3 1/2 FEET ABOVE GROUND.
 GV0368
 GV0368                          STATION RECOVERY (1960)
 GV0368
 GV0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV0368'RECOVERED IN GOOD CONDITION.
 GV0368
 GV0368                          STATION RECOVERY (2003)
 GV0368
 GV0368'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMA)
 GV0368'RECOVERED AS DESCRIBED
 GV0368
 GV0368                          STATION RECOVERY (2004)
 GV0368
 GV0368'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMA)
 GV0368'RECOVERED IN GOOD CONDITION.
 GV0368
 GV0368                          STATION RECOVERY (2005)
 GV0368
 GV0368'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0368'HANDHELD COORDINATES ARE N37-00-10.26 W076-18-26.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0561 ***********************************************************************
 GV0561  DESIGNATION -  B 313
 GV0561  PID         -  GV0561
 GV0561  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0561  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0561
 GV0561                         *CURRENT SURVEY CONTROL
 GV0561  ___________________________________________________________________
 GV0561* NAD 83(1986)-  37 06 24.     (N)    076 30 49.     (W)     SCALED    
 GV0561* NAVD 88     -         4.405  (meters)      14.45   (feet)  ADJUSTED  
 GV0561  ___________________________________________________________________
 GV0561  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 GV0561  DYNAMIC HT  -           4.401 (meters)      14.44  (feet)  COMP
 GV0561  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GV0561
 GV0561  VERT ORDER  -  FIRST     CLASS I
 GV0561
 GV0561.The horizontal coordinates were scaled from a topographic map and have
 GV0561.an estimated accuracy of +/- 6 seconds.
 GV0561
 GV0561.The orthometric height was determined by differential leveling
 GV0561.and adjusted by the National Geodetic Survey in June 1991..
 GV0561
 GV0561.The geoid height was determined by GEOID03.
 GV0561
 GV0561.The dynamic height is computed by dividing the NAVD 88
 GV0561.geopotential number by the normal gravity value computed on the
 GV0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0561.degrees latitude (g = 980.6199 gals.).
 GV0561
 GV0561.The modeled gravity was interpolated from observed gravity values.
 GV0561
 GV0561;                    North         East    Units  Estimated Accuracy
 GV0561;SPC VA S     - 1,087,680.    3,676,540.      MT  (+/- 180 meters Scaled)
 GV0561
 GV0561                          SUPERSEDED SURVEY CONTROL
 GV0561
 GV0561  NGVD 29 (??/??/??)    4.642  (m)           15.23   (f) ADJUSTED    1 1
 GV0561
 GV0561.Superseded values are not recommended for survey control.
 GV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0561.See file dsdata.txt to determine how the superseded data were derived.
 GV0561
 GV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG655077(NAD 83)
 GV0561_MARKER: DB = BENCH MARK DISK
 GV0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0561_SP_SET: CULVERT
 GV0561_STAMPING: B 313 1952
 GV0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0561
 GV0561  HISTORY     - Date     Condition        Report By
 GV0561  HISTORY     - 1952     MONUMENTED       CGS
 GV0561  HISTORY     - 1971     GOOD             NGS
 GV0561  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 GV0561
 GV0561                          STATION DESCRIPTION
 GV0561
 GV0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0561'AT NEWPORT NEWS.
 GV0561'AT NEWPORT NEWS, ABOUT 0.2 MILE WEST ALONG OYSTER POINT ROAD
 GV0561'FROM THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT OYSTER
 GV0561'POINT (A SUB-DIVISION OF NEWPORT NEWS), THENCE 0.3 MILE WEST
 GV0561'ALONG U.S. HIGHWAY 60, 0.2 MILE SOUTHEAST OF THE JUNCTION OF
 GV0561'MENCHVILLE ROAD, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GV0561'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, SET IN THE TOP OF THE
 GV0561'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 4- X
 GV0561'8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY AND OVER DEEP
 GV0561'CREEK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GV0561'NOTE-- THIS MARK IS ALSO 1.45 MILE NORTH ALONG MENCHVILLE ROAD
 GV0561'FROM THE MENCHVILLE HIGH SCHOOL AT MENCHVILLE (A SUB-DIVISION OF
 GV0561'NEWPORT NEWS), THENCE 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 60.
 GV0561
 GV0561                          STATION RECOVERY (1991)
 GV0561
 GV0561'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCK)
 GV0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2481 ***********************************************************************
 HV2481  DESIGNATION -  B 315
 HV2481  PID         -  HV2481
 HV2481  STATE/COUNTY-  VA/FAIRFAX
 HV2481  USGS QUAD   -  FORT BELVOIR (1983)
 HV2481
 HV2481                         *CURRENT SURVEY CONTROL
 HV2481  ___________________________________________________________________
 HV2481* NAD 83(1986)-  38 38 44.     (N)    077 10 15.     (W)     SCALED    
 HV2481* NAVD 88     -         2.949  (meters)       9.68   (feet)  ADJUSTED  
 HV2481  ___________________________________________________________________
 HV2481  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HV2481  DYNAMIC HT  -           2.947 (meters)       9.67  (feet)  COMP
 HV2481  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 HV2481
 HV2481  VERT ORDER  -  FIRST     CLASS II
 HV2481
 HV2481.The horizontal coordinates were scaled from a topographic map and have
 HV2481.an estimated accuracy of +/- 6 seconds.
 HV2481
 HV2481.The orthometric height was determined by differential leveling
 HV2481.and adjusted by the National Geodetic Survey in June 1991..
 HV2481
 HV2481.The geoid height was determined by GEOID03.
 HV2481
 HV2481.The dynamic height is computed by dividing the NAVD 88
 HV2481.geopotential number by the normal gravity value computed on the
 HV2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2481.degrees latitude (g = 980.6199 gals.).
 HV2481
 HV2481.The modeled gravity was interpolated from observed gravity values.
 HV2481
 HV2481;                    North         East    Units  Estimated Accuracy
 HV2481;SPC VA N     - 2,109,490.    3,615,700.      MT  (+/- 180 meters Scaled)
 HV2481
 HV2481                          SUPERSEDED SURVEY CONTROL
 HV2481
 HV2481  NGVD 29 (??/??/??)    3.208  (m)           10.52   (f) ADJUSTED    1 2
 HV2481
 HV2481.Superseded values are not recommended for survey control.
 HV2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2481.See file dsdata.txt to determine how the superseded data were derived.
 HV2481
 HV2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH110796(NAD 83)
 HV2481_MARKER: DB = BENCH MARK DISK
 HV2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2481_SP_SET: CONCRETE POST
 HV2481_STAMPING: B 315 1955
 HV2481_MARK LOGO: CGS   
 HV2481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2481+STABILITY: SURFACE MOTION
 HV2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2481+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2481
 HV2481  HISTORY     - Date     Condition        Report By
 HV2481  HISTORY     - 1955     MONUMENTED       CGS
 HV2481  HISTORY     - 1972     GOOD             NGS
 HV2481  HISTORY     - 19900115 GOOD             RDA
 HV2481  HISTORY     - 19991115 GOOD             USPSQD
 HV2481
 HV2481                          STATION DESCRIPTION
 HV2481
 HV2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2481'6.8 MI S FROM POHICK.
 HV2481'THE STATION IS 5 MILES SOUTH OF THE INTERSECTION MADE BY ROUTE
 HV2481'242 AND U.S. 1.  1.0 MILES SOUTH OF THE INTERSECTION MADE BY
 HV2481'ROUTE 242 AND GRAVEL ROAD TO SANDY POINT.  THE DISK IS SET BY
 HV2481'THE GATE MARKING THE ENTRANCE TO SYCAMORE LANDING ESTATE.  SET
 HV2481'ABOUT 4 INCHES ABOVE THE GROUND IN CONCRETE SURROUNDED BY A 6
 HV2481'INCH RED TILE.  IT IS 3 FEET FROM THE NORTH END OF THE WEST
 HV2481'BRICK GATE WALL.  THE STANDARD BRONZE DISK IS MARKED B 315 1955.
 HV2481
 HV2481                          STATION RECOVERY (1972)
 HV2481
 HV2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2481'RECOVERED IN GOOD CONDITION.
 HV2481
 HV2481                          STATION RECOVERY (1990)
 HV2481
 HV2481'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2481'RECOVERED IN GOOD CONDITION.
 HV2481
 HV2481                          STATION RECOVERY (1999)
 HV2481
 HV2481'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0673 ***********************************************************************
 GY0673  DESIGNATION -  B 316
 GY0673  PID         -  GY0673
 GY0673  STATE/COUNTY-  VA/BUCHANAN
 GY0673  USGS QUAD   -  HARMAN (1977)
 GY0673
 GY0673                         *CURRENT SURVEY CONTROL
 GY0673  ___________________________________________________________________
 GY0673* NAD 83(1986)-  37 21 03.     (N)    082 11 53.     (W)     SCALED    
 GY0673* NAVD 88     -       273.835  (meters)     898.41   (feet)  ADJUSTED  
 GY0673  ___________________________________________________________________
 GY0673  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY0673  DYNAMIC HT  -         273.616 (meters)     897.69  (feet)  COMP
 GY0673  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 GY0673
 GY0673  VERT ORDER  -  SECOND    CLASS 0
 GY0673
 GY0673.The horizontal coordinates were scaled from a topographic map and have
 GY0673.an estimated accuracy of +/- 6 seconds.
 GY0673
 GY0673.The orthometric height was determined by differential leveling
 GY0673.and adjusted by the National Geodetic Survey in June 1991..
 GY0673
 GY0673.The geoid height was determined by GEOID03.
 GY0673
 GY0673.The dynamic height is computed by dividing the NAVD 88
 GY0673.geopotential number by the normal gravity value computed on the
 GY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0673.degrees latitude (g = 980.6199 gals.).
 GY0673
 GY0673.The modeled gravity was interpolated from observed gravity values.
 GY0673
 GY0673;                    North         East    Units  Estimated Accuracy
 GY0673;SPC VA S     - 1,119,330.    3,172,450.      MT  (+/- 180 meters Scaled)
 GY0673
 GY0673                          SUPERSEDED SURVEY CONTROL
 GY0673
 GY0673  NGVD 29 (??/??/92)  274.034  (m)          899.06   (f) ADJ UNCH    2 0
 GY0673
 GY0673.Superseded values are not recommended for survey control.
 GY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0673.See file dsdata.txt to determine how the superseded data were derived.
 GY0673
 GY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB938344(NAD 83)
 GY0673_MARKER: DB = BENCH MARK DISK
 GY0673_SETTING: 80 = SET IN A BOULDER
 GY0673_SP_SET: BOULDER
 GY0673_STAMPING: B 316 1952 899.060
 GY0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0673+STABILITY: SURFACE MOTION
 GY0673
 GY0673  HISTORY     - Date     Condition        Report By
 GY0673  HISTORY     - 1952     MONUMENTED       CGS
 GY0673  HISTORY     - 1956     GOOD             NGS
 GY0673
 GY0673                          STATION DESCRIPTION
 GY0673
 GY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0673'0.5 MI NW FROM BIG ROCK.
 GY0673'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE SCHOOL AT BIG
 GY0673'ROCK, 1.0 MILE SOUTHEAST OF THE POST OFFICE AT CONWAY, SET IN
 GY0673'THE TOP OF A PARTLY BURIED BOULDER ABOUT 4 BY 3.5 FEET, 25 FEET
 GY0673'SOUTHEAST OF CENTER LINE OF HIGHWAY, 104 FEET NORTH OF NORTH
 GY0673'CORNER OF THE MARION BREEDING HOME, 55 FEET SOUTH OF SOUTHWEST
 GY0673'END OF SOUTHEAST HEAD WALL OF AN 18-INCH PIPE CULVERT, 35 FEET
 GY0673'SOUTH OF CENTER OF JUNCTION OF A DRIVE SOUTHEAST PARALLEL TO
 GY0673'HIGHWAY, 9 FEET NORTHEAST OF CENTER OF DRIVE, 21 FEET NORTHEAST
 GY0673'OF EXTENDED CENTER OF DRIVE SOUTHEAST AND ABOUT 3.5 FEET ABOVE
 GY0673'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0631 ***********************************************************************
 GY0631  DESIGNATION -  B 317
 GY0631  PID         -  GY0631
 GY0631  STATE/COUNTY-  VA/BUCHANAN
 GY0631  USGS QUAD   -  GRUNDY (1977)
 GY0631
 GY0631                         *CURRENT SURVEY CONTROL
 GY0631  ___________________________________________________________________
 GY0631* NAD 83(1986)-  37 21 46.     (N)    082 06 09.     (W)     SCALED    
 GY0631* NAVD 88     -       400.768  (meters)    1314.85   (feet)  ADJUSTED  
 GY0631  ___________________________________________________________________
 GY0631  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY0631  DYNAMIC HT  -         400.439 (meters)    1313.77  (feet)  COMP
 GY0631  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 GY0631
 GY0631  VERT ORDER  -  SECOND    CLASS 0
 GY0631
 GY0631.The horizontal coordinates were scaled from a topographic map and have
 GY0631.an estimated accuracy of +/- 6 seconds.
 GY0631
 GY0631.The orthometric height was determined by differential leveling
 GY0631.and adjusted by the National Geodetic Survey in June 1991..
 GY0631
 GY0631.The geoid height was determined by GEOID03.
 GY0631
 GY0631.The dynamic height is computed by dividing the NAVD 88
 GY0631.geopotential number by the normal gravity value computed on the
 GY0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0631.degrees latitude (g = 980.6199 gals.).
 GY0631
 GY0631.The modeled gravity was interpolated from observed gravity values.
 GY0631
 GY0631;                    North         East    Units  Estimated Accuracy
 GY0631;SPC VA S     - 1,120,330.    3,180,960.      MT  (+/- 180 meters Scaled)
 GY0631
 GY0631                          SUPERSEDED SURVEY CONTROL
 GY0631
 GY0631  NGVD 29 (??/??/92)  400.956  (m)         1315.47   (f) ADJ UNCH    2 0
 GY0631
 GY0631.Superseded values are not recommended for survey control.
 GY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0631.See file dsdata.txt to determine how the superseded data were derived.
 GY0631
 GY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB023356(NAD 83)
 GY0631_MARKER: DB = BENCH MARK DISK
 GY0631_SETTING: 66 = SET IN ROCK OUTCROP
 GY0631_SP_SET: ROCK CUT
 GY0631_STAMPING: B 317 1952 1315.470
 GY0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0631+STABILITY: POSITION/ELEVATION WELL
 GY0631
 GY0631  HISTORY     - Date     Condition        Report By
 GY0631  HISTORY     - 1952     MONUMENTED       CGS
 GY0631  HISTORY     - 1956     GOOD             NGS
 GY0631
 GY0631                          STATION DESCRIPTION
 GY0631
 GY0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0631'2.2 MI W FROM HOME CREEK.
 GY0631'2.2 MILES WEST ALONG COUNTY ROAD 650 FROM THE POST OFFICE AND
 GY0631'MINE COMMISSARY AT HOME CREEK, SET VERTICALLY IN THE SOUTH FACE
 GY0631'OF ROCK CUT, 16 FEET NORTH OF THE CENTER OF ROAD, 99 FEET NORTH
 GY0631'AND ACROSS ROAD AND HOME CREEK FROM NORTHWEST CORNER OF THE WILLIAM
 GY0631'TACKETT HOME, 69 FEET NORTHWEST OF NORTH END OF A FOOT BRIDGE
 GY0631'ACROSS CREEK TO HOUSE, 20 YARDS EAST OF WEST END OF ROCK CUT
 GY0631'AND ABOUT 1.5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0962 ***********************************************************************
 GY0962  DESIGNATION -  B 318
 GY0962  PID         -  GY0962
 GY0962  STATE/COUNTY-  VA/WISE
 GY0962  USGS QUAD   -  FLAT GAP (1978)
 GY0962
 GY0962                         *CURRENT SURVEY CONTROL
 GY0962  ___________________________________________________________________
 GY0962* NAD 83(1986)-  37 04 59.     (N)    082 41 37.     (W)     SCALED    
 GY0962* NAVD 88     -       522.237  (meters)    1713.37   (feet)  ADJUSTED  
 GY0962  ___________________________________________________________________
 GY0962  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GY0962  DYNAMIC HT  -         521.785 (meters)    1711.89  (feet)  COMP
 GY0962  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 GY0962
 GY0962  VERT ORDER  -  SECOND    CLASS 0
 GY0962
 GY0962.The horizontal coordinates were scaled from a topographic map and have
 GY0962.an estimated accuracy of +/- 6 seconds.
 GY0962
 GY0962.The orthometric height was determined by differential leveling
 GY0962.and adjusted by the National Geodetic Survey in June 1991..
 GY0962
 GY0962.The geoid height was determined by GEOID03.
 GY0962
 GY0962.The dynamic height is computed by dividing the NAVD 88
 GY0962.geopotential number by the normal gravity value computed on the
 GY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0962.degrees latitude (g = 980.6199 gals.).
 GY0962
 GY0962.The modeled gravity was interpolated from observed gravity values.
 GY0962
 GY0962;                    North         East    Units  Estimated Accuracy
 GY0962;SPC VA S     - 1,091,480.    3,127,260.      MT  (+/- 180 meters Scaled)
 GY0962
 GY0962                          SUPERSEDED SURVEY CONTROL
 GY0962
 GY0962  NGVD 29 (??/??/92)  522.378  (m)         1713.84   (f) ADJ UNCH    2 0
 GY0962
 GY0962.Superseded values are not recommended for survey control.
 GY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0962.See file dsdata.txt to determine how the superseded data were derived.
 GY0962
 GY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB494054(NAD 83)
 GY0962_MARKER: DB = BENCH MARK DISK
 GY0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0962_SP_SET: BUILDING
 GY0962_STAMPING: B 318 1953 1713.835
 GY0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0962
 GY0962  HISTORY     - Date     Condition        Report By
 GY0962  HISTORY     - 1953     MONUMENTED       CGS
 GY0962  HISTORY     - 1956     GOOD             NGS
 GY0962
 GY0962                          STATION DESCRIPTION
 GY0962
 GY0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0962'AT FLAT GAP.
 GY0962'AT FLAT GAP, 1.15 MILES NORTHEAST ALONG COUNTY ROAD 671 FROM THE
 GY0962'JUNCTION OF COUNTY ROAD 707 AND POST OFFICE, SET VERTICALLY IN
 GY0962'THE SOUTHWEST FACE OF STONE MASONRY WALL OF FLAT GAP STONE
 GY0962'MASONRY SCHOOL BUILDING, ABOUT 110 YARDS SOUTHEAST AND ACROSS
 GY0962'NORTH FORK OF POUND RIVER FROM CENTER OF ROAD, 1 1/2 FEET
 GY0962'NORTHWEST OF SOUTH CORNER OF BUILDING AND ABOUT 1.5 FEET ABOVE
 GY0962'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0979 ***********************************************************************
 GY0979  DESIGNATION -  B 319
 GY0979  PID         -  GY0979
 GY0979  STATE/COUNTY-  VA/WISE
 GY0979  USGS QUAD   -  FLAT GAP (1978)
 GY0979
 GY0979                         *CURRENT SURVEY CONTROL
 GY0979  ___________________________________________________________________
 GY0979* NAD 83(1986)-  37 03 58.     (N)    082 40 03.     (W)     SCALED    
 GY0979* NAVD 88     -       719.468  (meters)    2360.45   (feet)  ADJUSTED  
 GY0979  ___________________________________________________________________
 GY0979  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GY0979  DYNAMIC HT  -         718.822 (meters)    2358.34  (feet)  COMP
 GY0979  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GY0979
 GY0979  VERT ORDER  -  SECOND    CLASS 0
 GY0979
 GY0979.The horizontal coordinates were scaled from a topographic map and have
 GY0979.an estimated accuracy of +/- 6 seconds.
 GY0979
 GY0979.The orthometric height was determined by differential leveling
 GY0979.and adjusted by the National Geodetic Survey in June 1991..
 GY0979
 GY0979.The geoid height was determined by GEOID03.
 GY0979
 GY0979.The dynamic height is computed by dividing the NAVD 88
 GY0979.geopotential number by the normal gravity value computed on the
 GY0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0979.degrees latitude (g = 980.6199 gals.).
 GY0979
 GY0979.The modeled gravity was interpolated from observed gravity values.
 GY0979
 GY0979;                    North         East    Units  Estimated Accuracy
 GY0979;SPC VA S     - 1,089,500.    3,129,500.      MT  (+/- 180 meters Scaled)
 GY0979
 GY0979                          SUPERSEDED SURVEY CONTROL
 GY0979
 GY0979  NGVD 29 (??/??/92)  719.595  (m)         2360.87   (f) ADJ UNCH    2 0
 GY0979
 GY0979.Superseded values are not recommended for survey control.
 GY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0979.See file dsdata.txt to determine how the superseded data were derived.
 GY0979
 GY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB517035(NAD 83)
 GY0979_MARKER: DB = BENCH MARK DISK
 GY0979_SETTING: 66 = SET IN ROCK OUTCROP
 GY0979_SP_SET: ROCK CUT
 GY0979_STAMPING: B 320 1953 2360.871
 GY0979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0979+STABILITY: POSITION/ELEVATION WELL
 GY0979
 GY0979  HISTORY     - Date     Condition        Report By
 GY0979  HISTORY     - 1953     MONUMENTED       CGS
 GY0979  HISTORY     - 1956     GOOD             NGS
 GY0979
 GY0979                          STATION DESCRIPTION
 GY0979
 GY0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0979'2.7 MI SW FROM DEWEY.
 GY0979'2.7 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM THE SCHOOL AT
 GY0979'DEWEY, 0.8 MILE NORTHEAST OF TOP OF FOX GAP, ALONG A
 GY0979'NORTHEAST - SOUTHWEST TANGENT IN ROAD, SET VERTICALLY IN THE
 GY0979'SOUTHEAST FACE OF A 10-FOOT HIGH ROUNDED ROCK IN A 12-FOOT HIGH
 GY0979'CUT, 15 FEET NORTHWEST OF CENTER OF ROAD, ABOUT 30 YARDS SOUTHWEST
 GY0979'OF WEST END OF A PIPE CULVERT AND CENTER OF A CURVE, ABOUT 55
 GY0979'YARDS NORTHEAST AND DOWNHILL FROM THE SOUTHWEST END OF TANGENT
 GY0979'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1099 ***********************************************************************
 GW1099  DESIGNATION -  B 32
 GW1099  PID         -  GW1099
 GW1099  STATE/COUNTY-  VA/CAMPBELL
 GW1099  USGS QUAD   -  LYNCHBURG (1984)
 GW1099
 GW1099                         *CURRENT SURVEY CONTROL
 GW1099  ___________________________________________________________________
 GW1099* NAD 83(1986)-  37 24 37.     (N)    079 09 14.     (W)     SCALED    
 GW1099* NAVD 88     -       248.916  (meters)     816.65   (feet)  ADJUSTED  
 GW1099  ___________________________________________________________________
 GW1099  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW1099  DYNAMIC HT  -         248.730 (meters)     816.04  (feet)  COMP
 GW1099  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 GW1099
 GW1099  VERT ORDER  -  FIRST     CLASS II
 GW1099
 GW1099.The horizontal coordinates were scaled from a topographic map and have
 GW1099.an estimated accuracy of +/- 6 seconds.
 GW1099
 GW1099.The orthometric height was determined by differential leveling
 GW1099.and adjusted by the National Geodetic Survey in June 1991..
 GW1099.WARNING-Repeat measurements at this control monument indicate possible
 GW1099.vertical movement.
 GW1099
 GW1099.The geoid height was determined by GEOID03.
 GW1099
 GW1099.The dynamic height is computed by dividing the NAVD 88
 GW1099.geopotential number by the normal gravity value computed on the
 GW1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1099.degrees latitude (g = 980.6199 gals.).
 GW1099
 GW1099.The modeled gravity was interpolated from observed gravity values.
 GW1099
 GW1099;                    North         East    Units  Estimated Accuracy
 GW1099;SPC VA S     - 1,119,710.    3,442,110.      MT  (+/- 180 meters Scaled)
 GW1099
 GW1099                          SUPERSEDED SURVEY CONTROL
 GW1099
 GW1099  NGVD 29 (03/05/92)  249.224  (m)          817.66   (f) ADJUSTED    1 2
 GW1099
 GW1099.Superseded values are not recommended for survey control.
 GW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1099.See file dsdata.txt to determine how the superseded data were derived.
 GW1099
 GW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB633419(NAD 83)
 GW1099_MARKER: DB = BENCH MARK DISK
 GW1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1099_SP_SET: STEPS
 GW1099_STAMPING: 817.646 B 32 1932
 GW1099_MARK LOGO: CGS   
 GW1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1099+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 GW1099
 GW1099  HISTORY     - Date     Condition        Report By
 GW1099  HISTORY     - 1932     MONUMENTED       CGS
 GW1099  HISTORY     - 1983     GOOD             NGS
 GW1099  HISTORY     - 1990     GOOD             USPSQD
 GW1099  HISTORY     - 20051025 GOOD             GEOCAC
 GW1099
 GW1099                          STATION DESCRIPTION
 GW1099
 GW1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GW1099'AT LYNCHBURG.
 GW1099'AT LYNCHBURG, CAMPBELL COUNTY, ABOUT 500 YARDS NORTHEAST OF THE
 GW1099'SOUTHERN RAILWAY STATION, AT THE PARK AVENUE ENTRANCE TO THE
 GW1099'CARTER GLASS HIGH SCHOOL, IN THE EAST END OF THE NORTH BRICK SIDE
 GW1099'WALL OF THE FRONT STEPS, AND ABOUT 3 FEET ABOVE THE GROUND.  A
 GW1099'STANDARD DISK, STAMPED 817.646 B 32 1932 AND SET VERTICALLY.
 GW1099
 GW1099                          STATION RECOVERY (1983)
 GW1099
 GW1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1099'RECOVERED IN GOOD CONDITION.  THE 1932 DESCRIPTION IS ADEQUATE EXCEPT
 GW1099'FOR THE FOLLOWING CHANGES--THE SCHOOL HAS BEEN CONVERTED INTO AN
 GW1099'APARTMENT BUILDING AND THE NORTH WALL OF THE STEPS DESCRIBED IS NOW
 GW1099'THE NORTH ENTRANCE WALL OF THE APARTMENT BUILDING (LYNCHBURG HIGH
 GW1099'APARTMENTS).  ALSO, NOTE--THE CITY OF LYNCHBURG IS AN INDEPENDENT CITY
 GW1099'AND IS NOT INCLUDED IN CAMPBELL COUNTY.
 GW1099
 GW1099                          STATION RECOVERY (1990)
 GW1099
 GW1099'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLG)
 GW1099'RECOVERED IN GOOD CONDITION.
 GW1099
 GW1099                          STATION RECOVERY (2005)
 GW1099
 GW1099'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW1099'THE STATION IS LOCATED IN THE INDEPENDENT CITY OF LYNCHBURG (NOT
 GW1099'CAMPBELL COUNTY), AND AT HANDHELD COORDINATES N37-24-36.78
 GW1099'W079-09-13.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1342 ***********************************************************************
 GA1342  DESIGNATION -  B 320
 GA1342  PID         -  GA1342
 GA1342  STATE/COUNTY-  VA/WISE
 GA1342  USGS QUAD   -  APPALACHIA (1991)
 GA1342
 GA1342                         *CURRENT SURVEY CONTROL
 GA1342  ___________________________________________________________________
 GA1342* NAD 83(1986)-  36 54 57.     (N)    082 52 10.     (W)     SCALED    
 GA1342* NAVD 88     -      1116.369  (meters)    3662.62   (feet)  ADJUSTED  
 GA1342  ___________________________________________________________________
 GA1342  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA1342  DYNAMIC HT  -        1115.273 (meters)    3659.02  (feet)  COMP
 GA1342  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 GA1342
 GA1342  VERT ORDER  -  SECOND    CLASS 0
 GA1342
 GA1342.The horizontal coordinates were scaled from a topographic map and have
 GA1342.an estimated accuracy of +/- 6 seconds.
 GA1342
 GA1342.The orthometric height was determined by differential leveling
 GA1342.and adjusted by the National Geodetic Survey in June 1991..
 GA1342
 GA1342.The geoid height was determined by GEOID03.
 GA1342
 GA1342.The dynamic height is computed by dividing the NAVD 88
 GA1342.geopotential number by the normal gravity value computed on the
 GA1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1342.degrees latitude (g = 980.6199 gals.).
 GA1342
 GA1342.The modeled gravity was interpolated from observed gravity values.
 GA1342
 GA1342;                    North         East    Units  Estimated Accuracy
 GA1342;SPC VA S     - 1,073,650.    3,110,790.      MT  (+/- 180 meters Scaled)
 GA1342
 GA1342                          SUPERSEDED SURVEY CONTROL
 GA1342
 GA1342  NGVD 29 (??/??/92) 1116.414  (m)         3662.77   (f) ADJ UNCH    2 0
 GA1342
 GA1342.Superseded values are not recommended for survey control.
 GA1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1342.See file dsdata.txt to determine how the superseded data were derived.
 GA1342
 GA1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA334871(NAD 83)
 GA1342_MARKER: DB = BENCH MARK DISK
 GA1342_SETTING: 66 = SET IN ROCK OUTCROP
 GA1342_SP_SET: ROCK CUT
 GA1342_STAMPING: B 320 1953 3662.768
 GA1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1342+STABILITY: POSITION/ELEVATION WELL
 GA1342
 GA1342  HISTORY     - Date     Condition        Report By
 GA1342  HISTORY     - 1953     MONUMENTED       CGS
 GA1342  HISTORY     - 1956     GOOD             NGS
 GA1342
 GA1342                          STATION DESCRIPTION
 GA1342
 GA1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1342'8.2 MI W FROM APPALACHIA.
 GA1342'8.25 MILES WEST ALONG STATE HIGHWAY 160 FROM JUNCTION OF U.S.
 GA1342'HIGHWAY 23 AND HIGH SCHOOL AT APPALACHIA, 6.75 MILES SOUTHEAST ALONG
 GA1342'STATE HIGHWAY 160 FROM HIGH SCHOOL AT LYNCH, KENTUCKY, 0.1 MILE
 GA1342'NORTHEAST OF THE TOP OF MOUNTAIN AND KENTUCKY-VIRGINIA STATE LINE, 35
 GA1342'YARDS SOUTHWEST AND UPHILL OF A PIPE CULVERT WITH CONCRETE CATCH BASIN
 GA1342'SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK AT THE BOTTOM OF
 GA1342'A 10-FOOT HIGH ROCK CUT, 22 FEET NORTHWEST OF CENTER LINE OF
 GA1342'HIGHWAY, 15 YARDS NORTHEAST OF SOUTHWEST END OF ROCK CUT AND ABOUT
 GA1342'1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1583 ***********************************************************************
 GA1583  DESIGNATION -  B 321
 GA1583  PID         -  GA1583
 GA1583  STATE/COUNTY-  VA/LEE
 GA1583  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1583
 GA1583                         *CURRENT SURVEY CONTROL
 GA1583  ___________________________________________________________________
 GA1583* NAD 83(1986)-  36 45 53.     (N)    083 06 39.     (W)     SCALED    
 GA1583* NAVD 88     -       504.756  (meters)    1656.02   (feet)  ADJUSTED  
 GA1583  ___________________________________________________________________
 GA1583  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1583  DYNAMIC HT  -         504.306 (meters)    1654.54  (feet)  COMP
 GA1583  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 GA1583
 GA1583  VERT ORDER  -  SECOND    CLASS 0
 GA1583
 GA1583.The horizontal coordinates were scaled from a topographic map and have
 GA1583.an estimated accuracy of +/- 6 seconds.
 GA1583
 GA1583.The orthometric height was determined by differential leveling
 GA1583.and adjusted by the National Geodetic Survey in June 1991..
 GA1583
 GA1583.The geoid height was determined by GEOID03.
 GA1583
 GA1583.The dynamic height is computed by dividing the NAVD 88
 GA1583.geopotential number by the normal gravity value computed on the
 GA1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1583.degrees latitude (g = 980.6199 gals.).
 GA1583
 GA1583.The modeled gravity was interpolated from observed gravity values.
 GA1583
 GA1583;                    North         East    Units  Estimated Accuracy
 GA1583;SPC VA S     - 1,057,930.    3,088,480.      MT  (+/- 180 meters Scaled)
 GA1583
 GA1583                          SUPERSEDED SURVEY CONTROL
 GA1583
 GA1583  NGVD 29 (??/??/92)  504.880  (m)         1656.43   (f) ADJ UNCH    2 0
 GA1583
 GA1583.Superseded values are not recommended for survey control.
 GA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1583.See file dsdata.txt to determine how the superseded data were derived.
 GA1583
 GA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA115708(NAD 83)
 GA1583_MARKER: DB = BENCH MARK DISK
 GA1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1583_SP_SET: ABUTMENT
 GA1583_STAMPING: B 321 1953 1656.427
 GA1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1583
 GA1583  HISTORY     - Date     Condition        Report By
 GA1583  HISTORY     - 1953     MONUMENTED       CGS
 GA1583  HISTORY     - 1956     GOOD             NGS
 GA1583
 GA1583                          STATION DESCRIPTION
 GA1583
 GA1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1583'6.6 MI NW FROM PENNINGTON GAP.
 GA1583'ABOUT 6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1583'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, ABOUT 0.85 MILE
 GA1583'EAST OF TOP OF GRADE AND THE KENTUCKY-VIRGINIA STATE LINE, IN
 GA1583'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A 20-FOOT
 GA1583'CONCRETE BRIDGE OVER BERGEN BRANCH, 15 FEET SOUTHEAST OF CENTER
 GA1583'LINE OF HIGHWAY, ABOUT 35 YARDS WEST OF A POWER SUB STATION AND
 GA1583'ABOUT LEVEL WITH HIGHWAY.
 GA1583
 GA1583                          STATION RECOVERY (1956)
 GA1583
 GA1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1292 ***********************************************************************
 GA1292  DESIGNATION -  B 322
 GA1292  PID         -  GA1292
 GA1292  STATE/COUNTY-  VA/WISE
 GA1292  USGS QUAD   -  APPALACHIA (1991)
 GA1292
 GA1292                         *CURRENT SURVEY CONTROL
 GA1292  ___________________________________________________________________
 GA1292* NAD 83(1986)-  36 52 44.     (N)    082 51 47.     (W)     SCALED    
 GA1292* NAVD 88     -       663.105  (meters)    2175.54   (feet)  ADJUSTED  
 GA1292  ___________________________________________________________________
 GA1292  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1292  DYNAMIC HT  -         662.503 (meters)    2173.56  (feet)  COMP
 GA1292  MODELED GRAV-     979,701.4   (mgal)                       NAVD 88
 GA1292
 GA1292  VERT ORDER  -  SECOND    CLASS 0
 GA1292
 GA1292.The horizontal coordinates were scaled from a topographic map and have
 GA1292.an estimated accuracy of +/- 6 seconds.
 GA1292
 GA1292.The orthometric height was determined by differential leveling
 GA1292.and adjusted by the National Geodetic Survey in June 1991..
 GA1292
 GA1292.The geoid height was determined by GEOID03.
 GA1292
 GA1292.The dynamic height is computed by dividing the NAVD 88
 GA1292.geopotential number by the normal gravity value computed on the
 GA1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1292.degrees latitude (g = 980.6199 gals.).
 GA1292
 GA1292.The modeled gravity was interpolated from observed gravity values.
 GA1292
 GA1292;                    North         East    Units  Estimated Accuracy
 GA1292;SPC VA S     - 1,069,530.    3,111,170.      MT  (+/- 180 meters Scaled)
 GA1292
 GA1292                          SUPERSEDED SURVEY CONTROL
 GA1292
 GA1292  NGVD 29 (??/??/92)  663.206  (m)         2175.87   (f) ADJ UNCH    2 0
 GA1292
 GA1292.Superseded values are not recommended for survey control.
 GA1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1292.See file dsdata.txt to determine how the superseded data were derived.
 GA1292
 GA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA339830(NAD 83)
 GA1292_MARKER: DB = BENCH MARK DISK
 GA1292_SETTING: 66 = SET IN ROCK OUTCROP
 GA1292_SP_SET: ROCK CUT
 GA1292_STAMPING: B 322 1953
 GA1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1292+STABILITY: POSITION/ELEVATION WELL
 GA1292
 GA1292  HISTORY     - Date     Condition        Report By
 GA1292  HISTORY     - 1953     MONUMENTED       CGS
 GA1292  HISTORY     - 1956     GOOD             NGS
 GA1292
 GA1292                          STATION DESCRIPTION
 GA1292
 GA1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1292'0.9 MI W FROM EXETER.
 GA1292'0.9 MILE WEST ALONG STATE HIGHWAY 68 FROM THE CHURCH AND STORE
 GA1292'AT EXETER, ABOUT 80 YARDS NORTH OF THE TOP OF A GRADE, ABOUT
 GA1292'65 YARDS NORTH OF THE LEE-WISE COUNTY LINE SIGN, SET VERTICALLY
 GA1292'IN THE EAST FACE OF ROCK IN A 9-FOOT HIGH ROCK CUT, 21 FEET WEST OF
 GA1292'CENTER LINE OF HIGHWAY AND ABOUT 4 FEET ABOVE LEVEL OF
 GA1292'HIGHWAY.
 GA1292
 GA1292                          STATION RECOVERY (1956)
 GA1292
 GA1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0425 ***********************************************************************
 FX0425  DESIGNATION -  B 323
 FX0425  PID         -  FX0425
 FX0425  STATE/COUNTY-  VA/C OF NORFOLK
 FX0425  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0425
 FX0425                         *CURRENT SURVEY CONTROL
 FX0425  ___________________________________________________________________
 FX0425* NAD 83(1986)-  36 48 07.     (N)    076 19 25.     (W)     SCALED    
 FX0425* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 FX0425  ___________________________________________________________________
 FX0425  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX0425  DYNAMIC HT  -           3.698 (meters)      12.13  (feet)  COMP
 FX0425  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0425
 FX0425  VERT ORDER  -  FIRST     CLASS II
 FX0425
 FX0425.The horizontal coordinates were scaled from a topographic map and have
 FX0425.an estimated accuracy of +/- 6 seconds.
 FX0425
 FX0425.The orthometric height was determined by differential leveling
 FX0425.and adjusted by the National Geodetic Survey in June 1991..
 FX0425
 FX0425.The geoid height was determined by GEOID03.
 FX0425
 FX0425.The dynamic height is computed by dividing the NAVD 88
 FX0425.geopotential number by the normal gravity value computed on the
 FX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0425.degrees latitude (g = 980.6199 gals.).
 FX0425
 FX0425.The modeled gravity was interpolated from observed gravity values.
 FX0425
 FX0425;                    North         East    Units  Estimated Accuracy
 FX0425;SPC VA S     - 1,054,240.    3,694,210.      MT  (+/- 180 meters Scaled)
 FX0425
 FX0425                          SUPERSEDED SURVEY CONTROL
 FX0425
 FX0425  NGVD 29 (??/??/92)    4.080  (m)           13.39   (f) ADJ UNCH    1 2
 FX0425
 FX0425.Superseded values are not recommended for survey control.
 FX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0425.See file dsdata.txt to determine how the superseded data were derived.
 FX0425
 FX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF819737(NAD 83)
 FX0425_MARKER: DB = BENCH MARK DISK
 FX0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0425_SP_SET: FOUNDATION
 FX0425_STAMPING: B 323 1953
 FX0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0425+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 FX0425
 FX0425  HISTORY     - Date     Condition        Report By
 FX0425  HISTORY     - 1953     MONUMENTED       CGS
 FX0425  HISTORY     - 1960     GOOD             NGS
 FX0425  HISTORY     - 1978     GOOD             NGS
 FX0425  HISTORY     - 19991023 GOOD             USPSQD
 FX0425  HISTORY     - 20010722 GOOD             USPSQD
 FX0425  HISTORY     - 20060121 GOOD             USPSQD
 FX0425
 FX0425                          STATION DESCRIPTION
 FX0425
 FX0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0425'AT CRADDOCK.
 FX0425'AT CRADDOCK, ALONG U.S. HIGHWAY 17 (GEORGE WASHINGTON HIGHWAY),
 FX0425'SET VERTICALLY IN THE SOUTHEAST FACE OF CONCRETE FOUNDATION
 FX0425'OF CRADOCK HIGH SCHOOL, 33 1/2 FEET SOUTHWEST OF CENTER OF
 FX0425'MAIN SOUTHEAST ENTRANCE, 8.2 FEET NORTHEAST OF SOUTH CORNER OF
 FX0425'A 2-FOOT SOUTHEAST WING OF BUILDING, 1 1/2 FEET BELOW TOP OF WATER
 FX0425'TABLE AND ABOUT 2 1/2 FEET ABOVE THE GROUND.  NOTE-- MARK PROJECTS
 FX0425'0.80 FEET ABOVE GROUND, 150 FEET SOUTHEAST TO THE CENTERLINE
 FX0425'OF THE INTERSECTION OF HIGHWAY AND T-ST. SOUTHEAST = - 1.30
 FX0425'FEET, 257 FEET SOUTH TO THE INTERSECTION NORTHEAST-SOUTHWEST
 FX0425'AND T-ST. SOUTHEAST = - 1.00 FEET, 320 FEET NORTHEAST TO THE
 FX0425'CENTERLINE OF THE INTERSECTION NORTHEAST-SOUTHWEST OF HIGHWAY
 FX0425'AND T-ST. SOUTHEAST = - 1.40 FEET.
 FX0425
 FX0425                          STATION RECOVERY (1960)
 FX0425
 FX0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0425'RECOVERED IN GOOD CONDITION.
 FX0425
 FX0425                          STATION RECOVERY (1978)
 FX0425
 FX0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0425'RECOVERED IN GOOD CONDITION.
 FX0425
 FX0425                          STATION RECOVERY (1999)
 FX0425
 FX0425'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0425'RECOVERED IN GOOD CONDITION.
 FX0425
 FX0425                          STATION RECOVERY (2001)
 FX0425
 FX0425'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0425'RECOVERED IN GOOD CONDITION. IT SHOULD BE NOTED THAT THIS SCHOOL IS
 FX0425'NOW CALLED 'NSU ODU TRI CITIES CENTER.'
 FX0425
 FX0425                          STATION RECOVERY (2006)
 FX0425
 FX0425'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0425'ADD  NOW CALLED  NSU TRI CITIES CENTER AND CADDOCK CAREER AND
 FX0425'TECHNICAL CENTER
 FX0425' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0889 ***********************************************************************
 FX0889  DESIGNATION -  B 324
 FX0889  PID         -  FX0889
 FX0889  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0889  USGS QUAD   -  CHUCKATUCK (1990)
 FX0889
 FX0889                         *CURRENT SURVEY CONTROL
 FX0889  ___________________________________________________________________
 FX0889* NAD 83(1986)-  36 48 22.     (N)    076 34 36.     (W)     SCALED    
 FX0889* NAVD 88     -         2.887  (meters)       9.47   (feet)  ADJUSTED  
 FX0889  ___________________________________________________________________
 FX0889  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX0889  DYNAMIC HT  -           2.885 (meters)       9.47  (feet)  COMP
 FX0889  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 FX0889
 FX0889  VERT ORDER  -  FIRST     CLASS II
 FX0889
 FX0889.The horizontal coordinates were scaled from a topographic map and have
 FX0889.an estimated accuracy of +/- 6 seconds.
 FX0889
 FX0889.The orthometric height was determined by differential leveling
 FX0889.and adjusted by the National Geodetic Survey in June 1991..
 FX0889
 FX0889.The geoid height was determined by GEOID03.
 FX0889
 FX0889.The dynamic height is computed by dividing the NAVD 88
 FX0889.geopotential number by the normal gravity value computed on the
 FX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0889.degrees latitude (g = 980.6199 gals.).
 FX0889
 FX0889.The modeled gravity was interpolated from observed gravity values.
 FX0889
 FX0889;                    North         East    Units  Estimated Accuracy
 FX0889;SPC VA S     - 1,054,220.    3,671,620.      MT  (+/- 180 meters Scaled)
 FX0889
 FX0889                          SUPERSEDED SURVEY CONTROL
 FX0889
 FX0889  NGVD 29 (??/??/92)    3.283  (m)           10.77   (f) ADJ UNCH    1 2
 FX0889
 FX0889.Superseded values are not recommended for survey control.
 FX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0889.See file dsdata.txt to determine how the superseded data were derived.
 FX0889
 FX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF593745(NAD 83)
 FX0889_MARKER: DB = BENCH MARK DISK
 FX0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0889_SP_SET: BRIDGE
 FX0889_STAMPING: B 324 1953
 FX0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0889
 FX0889  HISTORY     - Date     Condition        Report By
 FX0889  HISTORY     - 1953     MONUMENTED       CGS
 FX0889  HISTORY     - 1960     GOOD             NGS
 FX0889
 FX0889                          STATION DESCRIPTION
 FX0889
 FX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0889'3.8 MI N FROM CHUCKATUCK.
 FX0889'3.8 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGH SCHOOL
 FX0889'AT CHUCKATUCK, IN THE TOP OF THE WEST END OF SOUTH BRIDGE SEAT
 FX0889'OF HIGHWAY BRIDGE OVER WESTERN BRANCH OF NANSEMOND RIVER, 14
 FX0889'FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 3 FEET BELOW
 FX0889'LEVEL OF HIGHWAY.
 FX0889
 FX0889                          STATION RECOVERY (1960)
 FX0889
 FX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1032 ***********************************************************************
 FX1032  DESIGNATION -  B 325
 FX1032  PID         -  FX1032
 FX1032  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1032  USGS QUAD   -  FRANKLIN (1986)
 FX1032
 FX1032                         *CURRENT SURVEY CONTROL
 FX1032  ___________________________________________________________________
 FX1032* NAD 83(1986)-  36 42 02.     (N)    076 58 56.     (W)     SCALED    
 FX1032* NAVD 88     -        10.137  (meters)      33.26   (feet)  POSTED    
 FX1032  ___________________________________________________________________
 FX1032  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 FX1032  DYNAMIC HT  -          10.130 (meters)      33.23  (feet)  COMP
 FX1032  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 FX1032
 FX1032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1032
 FX1032.The horizontal coordinates were scaled from a topographic map and have
 FX1032.an estimated accuracy of +/- 6 seconds.
 FX1032
 FX1032.The orthometric height was determined by differential leveling
 FX1032.and adjusted by the National Geodetic Survey in 1992..
 FX1032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1032.rate of 0.0 thru 1.0 mm/km.
 FX1032
 FX1032.The geoid height was determined by GEOID03.
 FX1032
 FX1032.The dynamic height is computed by dividing the NAVD 88
 FX1032.geopotential number by the normal gravity value computed on the
 FX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1032.degrees latitude (g = 980.6199 gals.).
 FX1032
 FX1032.The modeled gravity was interpolated from observed gravity values.
 FX1032
 FX1032;                    North         East    Units  Estimated Accuracy
 FX1032;SPC VA S     - 1,041,840.    3,635,620.      MT  (+/- 180 meters Scaled)
 FX1032
 FX1032                          SUPERSEDED SURVEY CONTROL
 FX1032
 FX1032  NGVD 29 (??/??/92)   10.595  (m)           34.76   (f) ADJ UNCH    1 2
 FX1032
 FX1032.Superseded values are not recommended for survey control.
 FX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1032.See file dsdata.txt to determine how the superseded data were derived.
 FX1032
 FX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF229634(NAD 83)
 FX1032_MARKER: DB = BENCH MARK DISK
 FX1032_SETTING: 0 = UNSPECIFIED SETTING
 FX1032_STAMPING: B 325 1953
 FX1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1032
 FX1032  HISTORY     - Date     Condition        Report By
 FX1032  HISTORY     - 1953     MONUMENTED       CGS
 FX1032  HISTORY     - 1960     GOOD             NGS
 FX1032
 FX1032                          STATION DESCRIPTION
 FX1032
 FX1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1032'3.3 MI NW FROM FRANKLIN.
 FX1032'NOTE-- REACHED FROM THE POST OFFICE IN FRANKLIN BY GOING 1.3
 FX1032'MILES WEST ALONG U.S. HIGHWAY 58, THENCE 1.5 MILES NORTH ALONG
 FX1032'NEW SECONDARY STATE HIGHWAY 641, THENCE 1.2 MILES WEST ALONG
 FX1032'SECONDARY STATE HIGHWAY 649, FROM HERE WALK SOUTH ABOUT 250 YARDS TO
 FX1032'THE SOUTHEAST CORNER OF GOLF COURSE AND MARK.  MARK IS NOW ON
 FX1032'THE ATLANTIC AND DANVILLE RAILROAD, FORMERLY THE SOUTHERN
 FX1032'RAILROAD.  THE EAST END OF THE CYPRESS COVE GOLF COURSE INSTEAD
 FX1032'OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1992 ***********************************************************************
 GX1992  DESIGNATION -  B 326
 GX1992  PID         -  GX1992
 GX1992  STATE/COUNTY-  VA/TAZEWELL
 GX1992  USGS QUAD   -  AMONATE (1977)
 GX1992
 GX1992                         *CURRENT SURVEY CONTROL
 GX1992  ___________________________________________________________________
 GX1992* NAD 83(1986)-  37 08 55.     (N)    081 42 09.     (W)     SCALED    
 GX1992* NAVD 88     -       648.291  (meters)    2126.93   (feet)  ADJUSTED  
 GX1992  ___________________________________________________________________
 GX1992  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1992  DYNAMIC HT  -         647.714 (meters)    2125.04  (feet)  COMP
 GX1992  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GX1992
 GX1992  VERT ORDER  -  SECOND    CLASS 0
 GX1992
 GX1992.The horizontal coordinates were scaled from a topographic map and have
 GX1992.an estimated accuracy of +/- 6 seconds.
 GX1992
 GX1992.The orthometric height was determined by differential leveling
 GX1992.and adjusted by the National Geodetic Survey in June 1991..
 GX1992
 GX1992.The geoid height was determined by GEOID03.
 GX1992
 GX1992.The dynamic height is computed by dividing the NAVD 88
 GX1992.geopotential number by the normal gravity value computed on the
 GX1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1992.degrees latitude (g = 980.6199 gals.).
 GX1992
 GX1992.The modeled gravity was interpolated from observed gravity values.
 GX1992
 GX1992;                    North         East    Units  Estimated Accuracy
 GX1992;SPC VA S     - 1,095,300.    3,215,560.      MT  (+/- 180 meters Scaled)
 GX1992
 GX1992                          SUPERSEDED SURVEY CONTROL
 GX1992
 GX1992  NGVD 29 (??/??/92)  648.417  (m)         2127.35   (f) ADJ UNCH    2 0
 GX1992
 GX1992.Superseded values are not recommended for survey control.
 GX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1992.See file dsdata.txt to determine how the superseded data were derived.
 GX1992
 GX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB376115(NAD 83)
 GX1992_MARKER: DB = BENCH MARK DISK
 GX1992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1992_SP_SET: BRIDGE
 GX1992_STAMPING: B 326 1958
 GX1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1992
 GX1992  HISTORY     - Date     Condition        Report By
 GX1992  HISTORY     - 1958     MONUMENTED       CGS
 GX1992
 GX1992                          STATION DESCRIPTION
 GX1992
 GX1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1992'0.5 MI N FROM BANDY.
 GX1992'0.5 MILE NORTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT BANDY,
 GX1992'IN THE TOP OF THE WING WALL AT SOUTHEAST CORNER OF A BRIDGE OVER
 GX1992'INDIAN CREEK, 11 FEET SOUTH OF CENTER LINE OF BRIDGE FLOOR AND
 GX1992'ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0775 ***********************************************************************
 GY0775  DESIGNATION -  B 328
 GY0775  PID         -  GY0775
 GY0775  STATE/COUNTY-  VA/BUCHANAN
 GY0775  USGS QUAD   -  HURLEY (1977)
 GY0775
 GY0775                         *CURRENT SURVEY CONTROL
 GY0775  ___________________________________________________________________
 GY0775* NAD 83(1986)-  37 24 48.     (N)    082 00 38.     (W)     SCALED    
 GY0775* NAVD 88     -       302.452  (meters)     992.29   (feet)  ADJUSTED  
 GY0775  ___________________________________________________________________
 GY0775  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY0775  DYNAMIC HT  -         302.211 (meters)     991.50  (feet)  COMP
 GY0775  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 GY0775
 GY0775  VERT ORDER  -  SECOND    CLASS 0
 GY0775
 GY0775.The horizontal coordinates were scaled from a topographic map and have
 GY0775.an estimated accuracy of +/- 6 seconds.
 GY0775
 GY0775.The orthometric height was determined by differential leveling
 GY0775.and adjusted by the National Geodetic Survey in June 1991..
 GY0775
 GY0775.The geoid height was determined by GEOID03.
 GY0775
 GY0775.The dynamic height is computed by dividing the NAVD 88
 GY0775.geopotential number by the normal gravity value computed on the
 GY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0775.degrees latitude (g = 980.6199 gals.).
 GY0775
 GY0775.The modeled gravity was interpolated from observed gravity values.
 GY0775
 GY0775;                    North         East    Units  Estimated Accuracy
 GY0775;SPC VA S     - 1,125,630.    3,189,310.      MT  (+/- 180 meters Scaled)
 GY0775
 GY0775                          SUPERSEDED SURVEY CONTROL
 GY0775
 GY0775  NGVD 29 (??/??/92)  302.654  (m)          992.96   (f) ADJ UNCH    2 0
 GY0775
 GY0775.Superseded values are not recommended for survey control.
 GY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0775.See file dsdata.txt to determine how the superseded data were derived.
 GY0775
 GY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB105412(NAD 83)
 GY0775_MARKER: DB = BENCH MARK DISK
 GY0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0775_SP_SET: BUILDING
 GY0775_STAMPING: B 328 1958
 GY0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0775
 GY0775  HISTORY     - Date     Condition        Report By
 GY0775  HISTORY     - 1958     MONUMENTED       CGS
 GY0775
 GY0775                          STATION DESCRIPTION
 GY0775
 GY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0775'0.8 MI SE FROM HURLEY.
 GY0775'AT HURLEY, ABOUT 0.85 MILE SOUTHEAST ALONG ROAD NO. 643 FROM THE
 GY0775'JUNCTION OF ROAD NO. 650 AT HURLEY, SET VERTICALLY IN THE NORTHEAST
 GY0775'FACE OF HURLEY HIGH SCHOOL BUILDING (THE SOUTHEAST AND NEWER ONE
 GY0775'OF TWO BUILDINGS), 73 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 GY0775'1 1/2 FEET SOUTHEAST OF NORTH CORNER OF BUILDING AND 1 1/2 FEET
 GY0775'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1713 ***********************************************************************
 GX1713  DESIGNATION -  B 329
 GX1713  PID         -  GX1713
 GX1713  STATE/COUNTY-  VA/BUCHANAN
 GX1713  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1713
 GX1713                         *CURRENT SURVEY CONTROL
 GX1713  ___________________________________________________________________
 GX1713* NAD 83(1986)-  37 14 20.     (N)    081 54 46.     (W)     SCALED    
 GX1713* NAVD 88     -       484.602  (meters)    1589.90   (feet)  ADJUSTED  
 GX1713  ___________________________________________________________________
 GX1713  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1713  DYNAMIC HT  -         484.191 (meters)    1588.55  (feet)  COMP
 GX1713  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 GX1713
 GX1713  VERT ORDER  -  SECOND    CLASS 0
 GX1713
 GX1713.The horizontal coordinates were scaled from a topographic map and have
 GX1713.an estimated accuracy of +/- 6 seconds.
 GX1713
 GX1713.The orthometric height was determined by differential leveling
 GX1713.and adjusted by the National Geodetic Survey in June 1991..
 GX1713
 GX1713.The geoid height was determined by GEOID03.
 GX1713
 GX1713.The dynamic height is computed by dividing the NAVD 88
 GX1713.geopotential number by the normal gravity value computed on the
 GX1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1713.degrees latitude (g = 980.6199 gals.).
 GX1713
 GX1713.The modeled gravity was interpolated from observed gravity values.
 GX1713
 GX1713;                    North         East    Units  Estimated Accuracy
 GX1713;SPC VA S     - 1,105,970.    3,197,260.      MT  (+/- 180 meters Scaled)
 GX1713
 GX1713                          SUPERSEDED SURVEY CONTROL
 GX1713
 GX1713  NGVD 29 (??/??/92)  484.769  (m)         1590.45   (f) ADJ UNCH    2 0
 GX1713
 GX1713.Superseded values are not recommended for survey control.
 GX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1713.See file dsdata.txt to determine how the superseded data were derived.
 GX1713
 GX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB190217(NAD 83)
 GX1713_MARKER: DB = BENCH MARK DISK
 GX1713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1713_SP_SET: ABUTMENT
 GX1713_STAMPING: B 329 1958
 GX1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1713
 GX1713  HISTORY     - Date     Condition        Report By
 GX1713  HISTORY     - 1958     MONUMENTED       CGS
 GX1713
 GX1713                          STATION DESCRIPTION
 GX1713
 GX1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1713'AT PILGRIM KNOB.
 GX1713'AT PILGRIM KNOB, 35 YARDS SOUTHEAST OF THE POST OFFICE, AT THE
 GX1713'CONFLUENCE OF DISMAL CREEK AND BILL YOUNG BRANCH, 11 FEET
 GX1713'NORTHEAST OF THE CENTER LINE OF ROAD NO. 680 LEADING SOUTHEAST,
 GX1713'27 YARDS SOUTHEAST OF THE CENTER LINE OF ROAD NO. 638 LEADING
 GX1713'NORTHWEST, IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 GX1713'ABUTMENT FOR STEEL BRIDGE OVER DISMAL CREEK ON ROAD LEADING SOUTH
 GX1713'TO BILL YOUNG GAP, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1511 ***********************************************************************
 GA1511  DESIGNATION -  B 33
 GA1511  PID         -  GA1511
 GA1511  STATE/COUNTY-  VA/LEE
 GA1511  USGS QUAD   -  EWING (1978)
 GA1511
 GA1511                         *CURRENT SURVEY CONTROL
 GA1511  ___________________________________________________________________
 GA1511* NAD 83(1986)-  36 37 56.     (N)    083 29 12.     (W)     SCALED    
 GA1511* NAVD 88     -       416.620  (meters)    1366.86   (feet)  ADJUSTED  
 GA1511  ___________________________________________________________________
 GA1511  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA1511  DYNAMIC HT  -         416.252 (meters)    1365.65  (feet)  COMP
 GA1511  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 GA1511
 GA1511  VERT ORDER  -  SECOND    CLASS 0
 GA1511
 GA1511.The horizontal coordinates were scaled from a topographic map and have
 GA1511.an estimated accuracy of +/- 6 seconds.
 GA1511
 GA1511.The orthometric height was determined by differential leveling
 GA1511.and adjusted by the National Geodetic Survey in June 1991..
 GA1511
 GA1511.The geoid height was determined by GEOID03.
 GA1511
 GA1511.The dynamic height is computed by dividing the NAVD 88
 GA1511.geopotential number by the normal gravity value computed on the
 GA1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1511.degrees latitude (g = 980.6199 gals.).
 GA1511
 GA1511.The modeled gravity was interpolated from observed gravity values.
 GA1511
 GA1511;                    North         East    Units  Estimated Accuracy
 GA1511;SPC VA S     - 1,044,950.    3,054,200.      MT  (+/- 180 meters Scaled)
 GA1511
 GA1511                          SUPERSEDED SURVEY CONTROL
 GA1511
 GA1511  NGVD 29 (??/??/92)  416.762  (m)         1367.33   (f) ADJ UNCH    2 0
 GA1511
 GA1511.Superseded values are not recommended for survey control.
 GA1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1511.See file dsdata.txt to determine how the superseded data were derived.
 GA1511
 GA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA776569(NAD 83)
 GA1511_MARKER: DB = BENCH MARK DISK
 GA1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1511_STAMPING: B 33 1934
 GA1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1511+STABILITY: SURFACE MOTION
 GA1511
 GA1511  HISTORY     - Date     Condition        Report By
 GA1511  HISTORY     - 1934     MONUMENTED       CGS
 GA1511
 GA1511                          STATION DESCRIPTION
 GA1511
 GA1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1511'0.5 MI NE FROM CAYLOR.
 GA1511'0.5 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1511'FROM CAYLOR, BETWEEN THE TRACK AND STATE HIGHWAY 481, 100 FEET
 GA1511'EAST OF FARM RESIDENCE OF HUBERT WHEELER, 2 RAILS NORTH OF A
 GA1511'ROAD CROSSING, 30 FEET EAST OF THE TRACK, AND IN A FENCE LINE.
 GA1511'A STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A CONCRETE
 GA1511'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3478 ***********************************************************************
 GX3478  DESIGNATION -  B 330 RESET
 GX3478  PID         -  GX3478
 GX3478  STATE/COUNTY-  VA/BUCHANAN
 GX3478  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX3478
 GX3478                         *CURRENT SURVEY CONTROL
 GX3478  ___________________________________________________________________
 GX3478* NAD 83(1986)-  37 11 50.     (N)    081 56 57.     (W)     SCALED    
 GX3478* NAVD 88     -       471.01   (meters)    1545.3    (feet)  RESET     
 GX3478  ___________________________________________________________________
 GX3478  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3478
 GX3478  VERT ORDER  -  THIRD
 GX3478
 GX3478.The horizontal coordinates were scaled from a topographic map and have
 GX3478.an estimated accuracy of +/- 6 seconds.
 GX3478
 GX3478.The orthometric height was computed from unverified reset data.
 GX3478.No vertical observational check was made to the station.
 GX3478
 GX3478.The geoid height was determined by GEOID03.
 GX3478
 GX3478;                    North         East    Units  Estimated Accuracy
 GX3478;SPC VA S     - 1,101,460.    3,193,860.      MT  (+/- 180 meters Scaled)
 GX3478
 GX3478                          SUPERSEDED SURVEY CONTROL
 GX3478
 GX3478  NGVD 29 (03/21/06)  471.18   (m)         1545.9    (f) RESET       3  
 GX3478
 GX3478.Superseded values are not recommended for survey control.
 GX3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3478.See file dsdata.txt to determine how the superseded data were derived.
 GX3478
 GX3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB157171(NAD 83)
 GX3478_MARKER: DB = BENCH MARK DISK
 GX3478_SETTING: 66 = SET IN ROCK OUTCROP
 GX3478_SP_SET: ROCK OUTCROP
 GX3478_STAMPING: B 330 RESET 1986
 GX3478_MARK LOGO: NGS   
 GX3478_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX3478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3478+STABILITY: POSITION/ELEVATION WELL
 GX3478
 GX3478  HISTORY     - Date     Condition        Report By
 GX3478  HISTORY     - 1986     MONUMENTED       VADHT
 GX3478
 GX3478                          STATION DESCRIPTION
 GX3478
 GX3478'DESCRIBED BY VA DEPT HWYS-TRANSP 1986
 GX3478'0.35 MILE NORTHEAST ALONG ROAD NO. 680 FROM THE JUNCTION OF U.S.
 GX3478'HIGHWAY ROUTE 460, 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 GX3478'AND AT INSIDE OF NORTHEAST END OF CURVE, SET VERTICALLY IN THE EAST
 GX3478'FACE OF ROCK CUT, 2.5 FEET ABOVE THE GROUND, 63 FEET SOUTHWEST OF 24
 GX3478'INCH C.M. PIPE INVERT INLET, 0.25 MILE SOUTHWEST OF THE JUNCTION OF
 GX3478'ROAD NO. 629.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1953 ***********************************************************************
 GX1953  DESIGNATION -  B 331
 GX1953  PID         -  GX1953
 GX1953  STATE/COUNTY-  VA/BUCHANAN
 GX1953  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1953
 GX1953                         *CURRENT SURVEY CONTROL
 GX1953  ___________________________________________________________________
 GX1953* NAD 83(1986)-  37 13 21.     (N)    081 48 27.     (W)     SCALED    
 GX1953* NAVD 88     -       611.648  (meters)    2006.72   (feet)  ADJUSTED  
 GX1953  ___________________________________________________________________
 GX1953  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX1953  DYNAMIC HT  -         611.117 (meters)    2004.97  (feet)  COMP
 GX1953  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 GX1953
 GX1953  VERT ORDER  -  SECOND    CLASS 0
 GX1953
 GX1953.The horizontal coordinates were scaled from a topographic map and have
 GX1953.an estimated accuracy of +/- 6 seconds.
 GX1953
 GX1953.The orthometric height was determined by differential leveling
 GX1953.and adjusted by the National Geodetic Survey in June 1991..
 GX1953
 GX1953.The geoid height was determined by GEOID03.
 GX1953
 GX1953.The dynamic height is computed by dividing the NAVD 88
 GX1953.geopotential number by the normal gravity value computed on the
 GX1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1953.degrees latitude (g = 980.6199 gals.).
 GX1953
 GX1953.The modeled gravity was interpolated from observed gravity values.
 GX1953
 GX1953;                    North         East    Units  Estimated Accuracy
 GX1953;SPC VA S     - 1,103,820.    3,206,530.      MT  (+/- 180 meters Scaled)
 GX1953
 GX1953                          SUPERSEDED SURVEY CONTROL
 GX1953
 GX1953  NGVD 29 (??/??/92)  611.796  (m)         2007.20   (f) ADJ UNCH    2 0
 GX1953
 GX1953.Superseded values are not recommended for survey control.
 GX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1953.See file dsdata.txt to determine how the superseded data were derived.
 GX1953
 GX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB283198(NAD 83)
 GX1953_MARKER: DB = BENCH MARK DISK
 GX1953_SETTING: 66 = SET IN ROCK OUTCROP
 GX1953_SP_SET: SET IN ROCK OUTCROP
 GX1953_STAMPING: B 331 1958
 GX1953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1953+STABILITY: POSITION/ELEVATION WELL
 GX1953
 GX1953  HISTORY     - Date     Condition        Report By
 GX1953  HISTORY     - 1958     MONUMENTED       CGS
 GX1953
 GX1953                          STATION DESCRIPTION
 GX1953
 GX1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1953'5.2 MI SE FROM WHITEWOOD.
 GX1953'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1953'SCHOOL AT WHITEWOOD, THENCE ABOUT 0.55 MILE SOUTHEAST ALONG BLACK
 GX1953'TOP ROAD 636, 0.55 MILE SOUTHEAST AND UPHILL FROM THE CROSSING
 GX1953'OF THE NORFOLK AND WESTERN RAILWAY AND THE CONFLUENCE OF DISMAL
 GX1953'CREEK AND SENG CAMP FORK, 22 1/2 FEET NORTHEAST OF THE CENTER
 GX1953'LINE OF THE ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 GX1953'2-FOOT HIGH AND 6-FOOT WIDE DARK ROCK IN A 14-FOOT HIGH BROKEN
 GX1953'ROCK CUT, IN THE SECOND LAYER FROM THE BOTTOM, 3 1/2 FEET ABOVE
 GX1953'THE GROUND, AND 20 YARDS NORTHWEST OF THE NORTHWEST OR LOWER
 GX1953'END OF A SMALL STONE QUARRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0371 ***********************************************************************
 GX0371  DESIGNATION -  B 332
 GX0371  PID         -  GX0371
 GX0371  STATE/COUNTY-  VA/GILES
 GX0371  USGS QUAD   -  PETERSTOWN (1984)
 GX0371
 GX0371                         *CURRENT SURVEY CONTROL
 GX0371  ___________________________________________________________________
 GX0371* NAD 83(1986)-  37 23 20.     (N)    080 52 01.     (W)     SCALED    
 GX0371* NAVD 88     -       459.805  (meters)    1508.54   (feet)  ADJUSTED  
 GX0371  ___________________________________________________________________
 GX0371  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0371  DYNAMIC HT  -         459.417 (meters)    1507.27  (feet)  COMP
 GX0371  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 GX0371
 GX0371  VERT ORDER  -  FIRST     CLASS II
 GX0371
 GX0371.The horizontal coordinates were scaled from a topographic map and have
 GX0371.an estimated accuracy of +/- 6 seconds.
 GX0371
 GX0371.The orthometric height was determined by differential leveling
 GX0371.and adjusted by the National Geodetic Survey in June 1991..
 GX0371
 GX0371.The geoid height was determined by GEOID03.
 GX0371
 GX0371.The dynamic height is computed by dividing the NAVD 88
 GX0371.geopotential number by the normal gravity value computed on the
 GX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0371.degrees latitude (g = 980.6199 gals.).
 GX0371
 GX0371.The modeled gravity was interpolated from observed gravity values.
 GX0371
 GX0371;                    North         East    Units  Estimated Accuracy
 GX0371;SPC VA S     - 1,119,770.    3,290,430.      MT  (+/- 180 meters Scaled)
 GX0371
 GX0371                          SUPERSEDED SURVEY CONTROL
 GX0371
 GX0371  NGVD 29 (??/??/92)  459.936  (m)         1508.97   (f) ADJ UNCH    1 2
 GX0371
 GX0371.Superseded values are not recommended for survey control.
 GX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0371.See file dsdata.txt to determine how the superseded data were derived.
 GX0371
 GX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117380(NAD 83)
 GX0371_MARKER: DD = SURVEY DISK
 GX0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0371_STAMPING: B 332 1958
 GX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0371+STABILITY: SURFACE MOTION
 GX0371
 GX0371  HISTORY     - Date     Condition        Report By
 GX0371  HISTORY     - 1958     MONUMENTED       CGS
 GX0371
 GX0371                          STATION DESCRIPTION
 GX0371
 GX0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0371'2.4 MI NW FROM GLEN LYN.
 GX0371'2.35 MILES NORTHWEST ALONG ROADS FOLLOWING NEW RIVER DOWN STREAM
 GX0371'FROM THE JUNCTION OF U.S. HIGHWAY 460 AND BLACK TOP ROAD 649 AT
 GX0371'GLEN LYN, 113 FEET NORTHEAST OF THE CENTER OF WOODEN PLANK BRIDGE
 GX0371'WITH STONE ABUTMENTS ACROSS SMITH BRANCH, 36 FEET NORTHWEST OF
 GX0371'CENTER LINE OF GRAVEL ROAD AND AT OUTSIDE OF CURVE, 12 1/2 FEET
 GX0371'SOUTHWEST OF CENTER OF GATE FOR TRAIL LEADING NORTHWEST AND
 GX0371'UPSTREAM ALONG SMITH BRANCH, 4 FEET SOUTHEAST OF A WIRE FENCE,
 GX0371'3.3 FEET SOUTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF A
 GX0371'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1443 ***********************************************************************
 GX1443  DESIGNATION -  B 333
 GX1443  PID         -  GX1443
 GX1443  STATE/COUNTY-  VA/TAZEWELL
 GX1443  USGS QUAD   -  COVE CREEK (1979)
 GX1443
 GX1443                         *CURRENT SURVEY CONTROL
 GX1443  ___________________________________________________________________
 GX1443* NAD 83(1986)-  37 14 55.     (N)    081 17 21.     (W)     SCALED    
 GX1443* NAVD 88     -       727.831  (meters)    2387.89   (feet)  ADJUSTED  
 GX1443  ___________________________________________________________________
 GX1443  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GX1443  DYNAMIC HT  -         727.176 (meters)    2385.74  (feet)  COMP
 GX1443  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 GX1443
 GX1443  VERT ORDER  -  FIRST     CLASS II
 GX1443
 GX1443.The horizontal coordinates were scaled from a topographic map and have
 GX1443.an estimated accuracy of +/- 6 seconds.
 GX1443
 GX1443.The orthometric height was determined by differential leveling
 GX1443.and adjusted by the National Geodetic Survey in June 1991..
 GX1443
 GX1443.The geoid height was determined by GEOID03.
 GX1443
 GX1443.The dynamic height is computed by dividing the NAVD 88
 GX1443.geopotential number by the normal gravity value computed on the
 GX1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1443.degrees latitude (g = 980.6199 gals.).
 GX1443
 GX1443.The modeled gravity was interpolated from observed gravity values.
 GX1443
 GX1443;                    North         East    Units  Estimated Accuracy
 GX1443;SPC VA S     - 1,105,230.    3,252,590.      MT  (+/- 180 meters Scaled)
 GX1443
 GX1443                          SUPERSEDED SURVEY CONTROL
 GX1443
 GX1443  NGVD 29 (??/??/92)  727.928  (m)         2388.21   (f) ADJ UNCH    1 2
 GX1443
 GX1443.Superseded values are not recommended for survey control.
 GX1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1443.See file dsdata.txt to determine how the superseded data were derived.
 GX1443
 GX1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB743224(NAD 83)
 GX1443_MARKER: DB = BENCH MARK DISK
 GX1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1443_SP_SET: BRIDGE
 GX1443_STAMPING: B 333 1958
 GX1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1443
 GX1443  HISTORY     - Date     Condition        Report By
 GX1443  HISTORY     - 1958     MONUMENTED       CGS
 GX1443  HISTORY     - 1965     GOOD             NGS
 GX1443
 GX1443                          STATION DESCRIPTION
 GX1443
 GX1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1443'1 MI SW FROM BLUEFIELD.
 GX1443'ABOUT 1.0 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1443'FROM THE STATION AT BLUEFIELD, 0.2 MILE SOUTHWEST OF MILEPOST
 GX1443'367, 4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, IN TOP OF
 GX1443'THE SOUTH ABUTMENT OF BRIDGE 1302, 5 FEET WEST OF THE WEST RAIL
 GX1443'OF THE SIDE TRACK, 1 1/2 FEET SOUTH OF THE SOUTH END OF THE EAST
 GX1443'STEEL BRIDGE SUPPORT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 GX1443'TRACK.
 GX1443
 GX1443                          STATION RECOVERY (1965)
 GX1443
 GX1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0567 ***********************************************************************
 GY0567  DESIGNATION -  B 334
 GY0567  PID         -  GY0567
 GY0567  STATE/COUNTY-  VA/DICKENSON
 GY0567  USGS QUAD   -  HAYSI (1977)
 GY0567
 GY0567                         *CURRENT SURVEY CONTROL
 GY0567  ___________________________________________________________________
 GY0567* NAD 83(1986)-  37 13 13.     (N)    082 18 28.     (W)     SCALED    
 GY0567* NAVD 88     -       383.910  (meters)    1259.54   (feet)  ADJUSTED  
 GY0567  ___________________________________________________________________
 GY0567  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY0567  DYNAMIC HT  -         383.592 (meters)    1258.50  (feet)  COMP
 GY0567  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 GY0567
 GY0567  VERT ORDER  -  SECOND    CLASS 0
 GY0567
 GY0567.The horizontal coordinates were scaled from a topographic map and have
 GY0567.an estimated accuracy of +/- 6 seconds.
 GY0567
 GY0567.The orthometric height was determined by differential leveling
 GY0567.and adjusted by the National Geodetic Survey in June 1991..
 GY0567
 GY0567.The geoid height was determined by GEOID03.
 GY0567
 GY0567.The dynamic height is computed by dividing the NAVD 88
 GY0567.geopotential number by the normal gravity value computed on the
 GY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0567.degrees latitude (g = 980.6199 gals.).
 GY0567
 GY0567.The modeled gravity was interpolated from observed gravity values.
 GY0567
 GY0567;                    North         East    Units  Estimated Accuracy
 GY0567;SPC VA S     - 1,105,240.    3,162,150.      MT  (+/- 180 meters Scaled)
 GY0567
 GY0567                          SUPERSEDED SURVEY CONTROL
 GY0567
 GY0567  NGVD 29 (??/??/92)  384.089  (m)         1260.13   (f) ADJ UNCH    2 0
 GY0567
 GY0567.Superseded values are not recommended for survey control.
 GY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0567.See file dsdata.txt to determine how the superseded data were derived.
 GY0567
 GY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB839201(NAD 83)
 GY0567_MARKER: DB = BENCH MARK DISK
 GY0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0567_SP_SET: BRIDGE
 GY0567_STAMPING: B 334 1958
 GY0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0567
 GY0567  HISTORY     - Date     Condition        Report By
 GY0567  HISTORY     - 1958     MONUMENTED       CGS
 GY0567
 GY0567                          STATION DESCRIPTION
 GY0567
 GY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0567'1.3 MI N FROM HAYSI.
 GY0567'1.3 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0567'END OF RUSSELL TUNNEL AT HAYSI, 0.15 MILE SOUTHEAST OF MILEPOST
 GY0567'10, 6 1/2 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE NORTH END
 GY0567'OF THE WEST ABUTMENT FOR A 300-FOOT BRIDGE OVER RUSSEL FORK RIVER,
 GY0567'3 1/2 FEET SOUTH OF THE NORTH END OF THE TOP STEP OF THE ABUTMENT,
 GY0567'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1384 ***********************************************************************
 FY1384  DESIGNATION -  B 335
 FY1384  PID         -  FY1384
 FY1384  STATE/COUNTY-  VA/HENRY
 FY1384  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1384
 FY1384                         *CURRENT SURVEY CONTROL
 FY1384  ___________________________________________________________________
 FY1384* NAD 83(1986)-  36 36 46.     (N)    079 50 27.     (W)     SCALED    
 FY1384* NAVD 88     -       218.073  (meters)     715.46   (feet)  ADJUSTED  
 FY1384  ___________________________________________________________________
 FY1384  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 FY1384  DYNAMIC HT  -         217.885 (meters)     714.84  (feet)  COMP
 FY1384  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 FY1384
 FY1384  VERT ORDER  -  FIRST     CLASS II
 FY1384
 FY1384.The horizontal coordinates were scaled from a topographic map and have
 FY1384.an estimated accuracy of +/- 6 seconds.
 FY1384
 FY1384.The orthometric height was determined by differential leveling
 FY1384.and adjusted by the National Geodetic Survey in June 1991..
 FY1384
 FY1384.The geoid height was determined by GEOID03.
 FY1384
 FY1384.The dynamic height is computed by dividing the NAVD 88
 FY1384.geopotential number by the normal gravity value computed on the
 FY1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1384.degrees latitude (g = 980.6199 gals.).
 FY1384
 FY1384.The modeled gravity was interpolated from observed gravity values.
 FY1384
 FY1384;                    North         East    Units  Estimated Accuracy
 FY1384;SPC VA S     - 1,031,860.    3,380,050.      MT  (+/- 180 meters Scaled)
 FY1384
 FY1384                          SUPERSEDED SURVEY CONTROL
 FY1384
 FY1384  NGVD 29 (??/??/92)  218.275  (m)          716.12   (f) ADJ UNCH    1 2
 FY1384
 FY1384.Superseded values are not recommended for survey control.
 FY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1384.See file dsdata.txt to determine how the superseded data were derived.
 FY1384
 FY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA036525(NAD 83)
 FY1384_MARKER: DB = BENCH MARK DISK
 FY1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1384_SP_SET: BRIDGE
 FY1384_STAMPING: B 335 1965
 FY1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1384+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 FY1384
 FY1384  HISTORY     - Date     Condition        Report By
 FY1384  HISTORY     - 1965     MONUMENTED       CGS
 FY1384  HISTORY     - 20050522 GOOD             USPSQD
 FY1384
 FY1384                          STATION DESCRIPTION
 FY1384
 FY1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1384'2.5 MI N FROM RIDGEWAY.
 FY1384'2.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1384'STATION AT RIDGEWAY, 5 1/2 RAILS SOUTHEAST OF MILEPOST R-74, AT
 FY1384'THE RAILROAD BRIDGE OVER MARROWBONE CREEK, 6 1/2 FEET NORTHEAST
 FY1384'OF THE NORTHEAST RAIL, SET IN THE TOP NEAR THE NORTHEAST END OF
 FY1384'THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE, 1.3 FEET SOUTHWEST
 FY1384'OF THE NORTHEAST END OF THE ABUTMENT AND ABOUT 1 FOOT BELOW
 FY1384'THE LEVEL OF THE TRACK.
 FY1384
 FY1384                          STATION RECOVERY (2005)
 FY1384
 FY1384'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0191 ***********************************************************************
 JW0191  DESIGNATION -  B 336
 JW0191  PID         -  JW0191
 JW0191  STATE/COUNTY-  VA/FREDERICK
 JW0191  USGS QUAD   -  INWOOD (1984)
 JW0191
 JW0191                         *CURRENT SURVEY CONTROL
 JW0191  ___________________________________________________________________
 JW0191* NAD 83(1986)-  39 16 07.     (N)    078 05 24.     (W)     SCALED    
 JW0191* NAVD 88     -       189.397  (meters)     621.38   (feet)  ADJUSTED  
 JW0191  ___________________________________________________________________
 JW0191  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JW0191  DYNAMIC HT  -         189.279 (meters)     620.99  (feet)  COMP
 JW0191  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JW0191
 JW0191  VERT ORDER  -  SECOND    CLASS 0
 JW0191
 JW0191.The horizontal coordinates were scaled from a topographic map and have
 JW0191.an estimated accuracy of +/- 6 seconds.
 JW0191
 JW0191.The orthometric height was determined by differential leveling
 JW0191.and adjusted by the National Geodetic Survey in June 1991..
 JW0191
 JW0191.The geoid height was determined by GEOID03.
 JW0191
 JW0191.The dynamic height is computed by dividing the NAVD 88
 JW0191.geopotential number by the normal gravity value computed on the
 JW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0191.degrees latitude (g = 980.6199 gals.).
 JW0191
 JW0191.The modeled gravity was interpolated from observed gravity values.
 JW0191
 JW0191;                    North         East    Units  Estimated Accuracy
 JW0191;SPC VA N     - 2,177,900.    3,535,380.      MT  (+/- 180 meters Scaled)
 JW0191
 JW0191                          SUPERSEDED SURVEY CONTROL
 JW0191
 JW0191  NGVD 29 (??/??/92)  189.567  (m)          621.94   (f) ADJ UNCH    2 0
 JW0191
 JW0191.Superseded values are not recommended for survey control.
 JW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0191.See file dsdata.txt to determine how the superseded data were derived.
 JW0191
 JW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD510506(NAD 83)
 JW0191_MARKER: DB = BENCH MARK DISK
 JW0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0191_STAMPING: B 336 1957
 JW0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0191+STABILITY: SURFACE MOTION
 JW0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0191+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 JW0191
 JW0191  HISTORY     - Date     Condition        Report By
 JW0191  HISTORY     - 1957     MONUMENTED       CGS
 JW0191  HISTORY     - 1976     GOOD             WVGS
 JW0191  HISTORY     - 19980228 GOOD             USPSQD
 JW0191  HISTORY     - 20050318 GOOD             JCLS
 JW0191  HISTORY     - 20050318 GOOD             JCLS
 JW0191  HISTORY     - 20050626 GOOD             GEOCAC
 JW0191
 JW0191                          STATION DESCRIPTION
 JW0191
 JW0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0191'0.8 MI N FROM CLEARBROOK.
 JW0191'FROM THE POST OFFICE AT CLEARBROOK, GO NORTH ON U.S. HIGHWAY 11
 JW0191'FOR 0.8 MILE TO MARK ON LEFT.  THE MARK IS SET IN THE SOUTHEAST
 JW0191'CORNER OF THE YARD OF MR. B.R. PLACES RESIDENCE, 111 FEET SOUTHEAST
 JW0191'OF THE HOUSE, 42 FEET WEST NORTHWEST OF THE CENTERLINE OF U.S.
 JW0191'11 AND 3 FEET SOUTH OF A 4 FOOT HIGH METAL POST WITH BRACE.  SET
 JW0191'IN A CONCRETE POST PROJECTING SIX INCHES.
 JW0191
 JW0191                          STATION RECOVERY (1976)
 JW0191
 JW0191'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1976
 JW0191'RECOVERED IN GOOD CONDITION.
 JW0191
 JW0191                          STATION RECOVERY (1998)
 JW0191
 JW0191'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0191'RECOVERED IN GOOD CONDITION.
 JW0191
 JW0191                          STATION RECOVERY (2005)
 JW0191
 JW0191'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 JW0191'RECOVERED IN GOOD CONDITION.
 JW0191
 JW0191                          STATION RECOVERY (2005)
 JW0191
 JW0191'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 JW0191'RECOVERED IN GOOD CONDITION.
 JW0191
 JW0191                          STATION RECOVERY (2005)
 JW0191
 JW0191'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0191'RESIDENCE IS NOW A USED CAR LOT.  COULD NOT LOCATE METAL POST.  MARK
 JW0191'IS LESS THAN ONE FOOT FROM A FENCE CORNER.  ALL OTHER MEASUREMENTS AND
 JW0191'TO REACH ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0281 ***********************************************************************
 HW0281  DESIGNATION -  B 337
 HW0281  PID         -  HW0281
 HW0281  STATE/COUNTY-  VA/SHENANDOAH
 HW0281  USGS QUAD   -  STRASBURG (1994)
 HW0281
 HW0281                         *CURRENT SURVEY CONTROL
 HW0281  ___________________________________________________________________
 HW0281* NAD 83(1986)-  38 59 24.     (N)    078 21 31.     (W)     SCALED    
 HW0281* NAVD 88     -       175.685  (meters)     576.39   (feet)  ADJUSTED  
 HW0281  ___________________________________________________________________
 HW0281  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HW0281  DYNAMIC HT  -         175.571 (meters)     576.02  (feet)  COMP
 HW0281  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HW0281
 HW0281  VERT ORDER  -  FIRST     CLASS II
 HW0281
 HW0281.The horizontal coordinates were scaled from a topographic map and have
 HW0281.an estimated accuracy of +/- 6 seconds.
 HW0281
 HW0281.The orthometric height was determined by differential leveling
 HW0281.and adjusted by the National Geodetic Survey in June 1991..
 HW0281
 HW0281.The geoid height was determined by GEOID03.
 HW0281
 HW0281.The dynamic height is computed by dividing the NAVD 88
 HW0281.geopotential number by the normal gravity value computed on the
 HW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0281.degrees latitude (g = 980.6199 gals.).
 HW0281
 HW0281.The modeled gravity was interpolated from observed gravity values.
 HW0281
 HW0281;                    North         East    Units  Estimated Accuracy
 HW0281;SPC VA N     - 2,146,900.    3,512,250.      MT  (+/- 180 meters Scaled)
 HW0281
 HW0281                          SUPERSEDED SURVEY CONTROL
 HW0281
 HW0281  NGVD 29 (??/??/92)  175.862  (m)          576.97   (f) ADJ UNCH    1 2
 HW0281
 HW0281.Superseded values are not recommended for survey control.
 HW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0281.See file dsdata.txt to determine how the superseded data were derived.
 HW0281
 HW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD287189(NAD 83)
 HW0281_MARKER: DB = BENCH MARK DISK
 HW0281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW0281_STAMPING: B 337 1957
 HW0281_MARK LOGO: CGS   
 HW0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0281
 HW0281  HISTORY     - Date     Condition        Report By
 HW0281  HISTORY     - 1957     MONUMENTED       CGS
 HW0281  HISTORY     - 1958     GOOD             NGS
 HW0281  HISTORY     - 1983     GOOD             NGS
 HW0281  HISTORY     - 1983     GOOD             NGS
 HW0281
 HW0281                          STATION DESCRIPTION
 HW0281
 HW0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0281'0.4 MI NE FROM STRASBURG.
 HW0281'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 HW0281'OFFICE AT STRASBURG, AT AN OVERPASS OF THE SOUTHERN RAILWAY, ON
 HW0281'TOP OF THE NORTHWEST CORNER AND AT THE NORTHEAST END OF THE WEST
 HW0281'CONCRETE ABUTMENT OF THE OVERPASS, 26 1/2 FEET NORTHWEST OF THE
 HW0281'CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET HIGHER THAN THE
 HW0281'HIGHWAY SURFACE.
 HW0281
 HW0281                          STATION RECOVERY (1983)
 HW0281
 HW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0281'RECOVERED IN GOOD CONDITION.
 HW0281
 HW0281                          STATION RECOVERY (1983)
 HW0281
 HW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0007 ***********************************************************************
 HW0007  DESIGNATION -  B 338
 HW0007  PID         -  HW0007
 HW0007  STATE/COUNTY-  VA/WARREN
 HW0007  USGS QUAD   -  STRASBURG (1994)
 HW0007
 HW0007                         *CURRENT SURVEY CONTROL
 HW0007  ___________________________________________________________________
 HW0007* NAD 83(1986)-  38 58 22.     (N)    078 19 07.     (W)     SCALED    
 HW0007* NAVD 88     -       172.514  (meters)     565.99   (feet)  ADJUSTED  
 HW0007  ___________________________________________________________________
 HW0007  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HW0007  DYNAMIC HT  -         172.402 (meters)     565.62  (feet)  COMP
 HW0007  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 HW0007
 HW0007  VERT ORDER  -  FIRST     CLASS II
 HW0007
 HW0007.The horizontal coordinates were scaled from a topographic map and have
 HW0007.an estimated accuracy of +/- 6 seconds.
 HW0007
 HW0007.The orthometric height was determined by differential leveling
 HW0007.and adjusted by the National Geodetic Survey in June 1991..
 HW0007
 HW0007.The geoid height was determined by GEOID03.
 HW0007
 HW0007.The dynamic height is computed by dividing the NAVD 88
 HW0007.geopotential number by the normal gravity value computed on the
 HW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0007.degrees latitude (g = 980.6199 gals.).
 HW0007
 HW0007.The modeled gravity was interpolated from observed gravity values.
 HW0007
 HW0007;                    North         East    Units  Estimated Accuracy
 HW0007;SPC VA N     - 2,145,000.    3,515,720.      MT  (+/- 180 meters Scaled)
 HW0007
 HW0007                          SUPERSEDED SURVEY CONTROL
 HW0007
 HW0007  NGVD 29 (??/??/92)  172.706  (m)          566.62   (f) ADJ UNCH    1 2
 HW0007
 HW0007.Superseded values are not recommended for survey control.
 HW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0007.See file dsdata.txt to determine how the superseded data were derived.
 HW0007
 HW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD322171(NAD 83)
 HW0007_MARKER: DB = BENCH MARK DISK
 HW0007_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HW0007+WITH SETTING: PAVEMENT
 HW0007_STAMPING: B 338 1957
 HW0007_MARK LOGO: CGS   
 HW0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0007+STABILITY: SURFACE MOTION
 HW0007
 HW0007  HISTORY     - Date     Condition        Report By
 HW0007  HISTORY     - 1957     MONUMENTED       CGS
 HW0007  HISTORY     - 1958     GOOD             NGS
 HW0007  HISTORY     - 1983     GOOD             NGS
 HW0007
 HW0007                          STATION DESCRIPTION
 HW0007
 HW0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0007'3.4 MI SE FROM STRASBURG.
 HW0007'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE POST
 HW0007'OFFICE AT STRASBURG, ON TOP OF THE WEST END OF THE SOUTH CONCRETE
 HW0007'BASE OF RAILING OF AN 18-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 HW0007'12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET EAST OF
 HW0007'THE WEST END OF THE RAILING 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HW0007
 HW0007                          STATION RECOVERY (1983)
 HW0007
 HW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1301 ***********************************************************************
 HW1301  DESIGNATION -  B 339
 HW1301  PID         -  HW1301
 HW1301  STATE/COUNTY-  VA/ROCKINGHAM
 HW1301  USGS QUAD   -  TENTH LEGION (1994)
 HW1301
 HW1301                         *CURRENT SURVEY CONTROL
 HW1301  ___________________________________________________________________
 HW1301* NAD 83(1986)-  38 35 25.     (N)    078 43 03.     (W)     SCALED    
 HW1301* NAVD 88     -       335.717  (meters)    1101.43   (feet)  ADJUSTED  
 HW1301  ___________________________________________________________________
 HW1301  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW1301  DYNAMIC HT  -         335.483 (meters)    1100.66  (feet)  COMP
 HW1301  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 HW1301
 HW1301  VERT ORDER  -  FIRST     CLASS II
 HW1301
 HW1301.The horizontal coordinates were scaled from a topographic map and have
 HW1301.an estimated accuracy of +/- 6 seconds.
 HW1301
 HW1301.The orthometric height was determined by differential leveling
 HW1301.and adjusted by the National Geodetic Survey in June 1991..
 HW1301
 HW1301.The geoid height was determined by GEOID03.
 HW1301
 HW1301.The dynamic height is computed by dividing the NAVD 88
 HW1301.geopotential number by the normal gravity value computed on the
 HW1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1301.degrees latitude (g = 980.6199 gals.).
 HW1301
 HW1301.The modeled gravity was interpolated from observed gravity values.
 HW1301
 HW1301;                    North         East    Units  Estimated Accuracy
 HW1301;SPC VA N     - 2,102,540.    3,481,050.      MT  (+/- 180 meters Scaled)
 HW1301
 HW1301                          SUPERSEDED SURVEY CONTROL
 HW1301
 HW1301  NGVD 29 (??/??/92)  335.866  (m)         1101.92   (f) ADJ UNCH    1 2
 HW1301
 HW1301.Superseded values are not recommended for survey control.
 HW1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1301.See file dsdata.txt to determine how the superseded data were derived.
 HW1301
 HW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC987737(NAD 83)
 HW1301_MARKER: DB = BENCH MARK DISK
 HW1301_SETTING: 66 = SET IN ROCK OUTCROP
 HW1301_SP_SET: ROCK OUTCROP
 HW1301_STAMPING: B 339 1958
 HW1301_MARK LOGO: CGS   
 HW1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1301+STABILITY: POSITION/ELEVATION WELL
 HW1301
 HW1301  HISTORY     - Date     Condition        Report By
 HW1301  HISTORY     - 1958     MONUMENTED       CGS
 HW1301  HISTORY     - 1983     GOOD             NGS
 HW1301
 HW1301                          STATION DESCRIPTION
 HW1301
 HW1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1301'4.2 MI N FROM LACEY SPRING.
 HW1301'4.2 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1301'LACEY SPRING, ABOUT 4.9 MILES SOUTH OF THE POST OFFICE AT NEW
 HW1301'MARKET, SHENANDOAH COUNTY, NEAR THE JUNCTION OF COUNTY ROAD 796,
 HW1301'U.S. HIGHWAY 11 AND A GRAVELED ROAD LEADING EAST, ON THE TOP OF A
 HW1301'LARGE OUTCROP PROJECTING 6 INCHES ABOVE THE GROUND, 66 FEET EAST
 HW1301'OF THE CENTER LINE OF THE HIGHWAY, 105 FEET SOUTHEAST AND ACROSS
 HW1301'THE HIGHWAY FROM BM C 137, 52 FEET NORTH OF THE CENTER LINE OF
 HW1301'THE GRAVELED ROAD, 32 1/2 FEET NORTHEAST OF POWER LINE POLE NO.
 HW1301'TD 83, 26 1/2 FEET EAST OF A FENCE LINE, AND ABOUT 3 FEET BELOW
 HW1301'THE LEVEL OF THE HIGHWAY.
 HW1301
 HW1301                          STATION RECOVERY (1983)
 HW1301
 HW1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1558 ***********************************************************************
 GA1558  DESIGNATION -  B 34
 GA1558  PID         -  GA1558
 GA1558  STATE/COUNTY-  VA/LEE
 GA1558  USGS QUAD   -  KYLES FORD (1969)
 GA1558
 GA1558                         *CURRENT SURVEY CONTROL
 GA1558  ___________________________________________________________________
 GA1558* NAD 83(1986)-  36 36 58.     (N)    083 03 24.     (W)     SCALED    
 GA1558* NAVD 88     -       376.444  (meters)    1235.05   (feet)  ADJUSTED  
 GA1558  ___________________________________________________________________
 GA1558  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GA1558  DYNAMIC HT  -         376.112 (meters)    1233.96  (feet)  COMP
 GA1558  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 GA1558
 GA1558  VERT ORDER  -  SECOND    CLASS 0
 GA1558
 GA1558.The horizontal coordinates were scaled from a topographic map and have
 GA1558.an estimated accuracy of +/- 6 seconds.
 GA1558
 GA1558.The orthometric height was determined by differential leveling
 GA1558.and adjusted by the National Geodetic Survey in June 1991..
 GA1558
 GA1558.The geoid height was determined by GEOID03.
 GA1558
 GA1558.The dynamic height is computed by dividing the NAVD 88
 GA1558.geopotential number by the normal gravity value computed on the
 GA1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1558.degrees latitude (g = 980.6199 gals.).
 GA1558
 GA1558.The modeled gravity was interpolated from observed gravity values.
 GA1558
 GA1558;                    North         East    Units  Estimated Accuracy
 GA1558;SPC VA S     - 1,041,220.    3,092,520.      MT  (+/- 180 meters Scaled)
 GA1558
 GA1558                          SUPERSEDED SURVEY CONTROL
 GA1558
 GA1558  NGVD 29 (??/??/92)  376.598  (m)         1235.56   (f) ADJ UNCH    2 0
 GA1558
 GA1558.Superseded values are not recommended for survey control.
 GA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1558.See file dsdata.txt to determine how the superseded data were derived.
 GA1558
 GA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA160542(NAD 83)
 GA1558_MARKER: DB = BENCH MARK DISK
 GA1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1558_STAMPING: B 34 1934
 GA1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1558+STABILITY: SURFACE MOTION
 GA1558
 GA1558  HISTORY     - Date     Condition        Report By
 GA1558  HISTORY     - 1934     MONUMENTED       CGS
 GA1558  HISTORY     - 1935     GOOD             NGS
 GA1558
 GA1558                          STATION DESCRIPTION
 GA1558
 GA1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1558'11.3 MI S FROM JONESVILLE.
 GA1558'11.3 MILES SOUTH ALONG STATE HIGHWAY 64 FROM JONESVILLE, ON THE
 GA1558'PROPERTY OF J.H. PACE, 50 FEET SOUTH OF A WALK LEADING TO THE
 GA1558'HOUSE, 12 FEET EAST OF THE SOUTHWEST CORNER OF THE YARD AND 40
 GA1558'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GA1558'STAMPED B 34 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GA1558'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0842 ***********************************************************************
 HW0842  DESIGNATION -  B 340
 HW0842  PID         -  HW0842
 HW0842  STATE/COUNTY-  VA/AUGUSTA
 HW0842  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0842
 HW0842                         *CURRENT SURVEY CONTROL
 HW0842  ___________________________________________________________________
 HW0842* NAD 83(1986)-  38 17 20.     (N)    078 56 09.     (W)     SCALED    
 HW0842* NAVD 88     -       382.557  (meters)    1255.11   (feet)  ADJUSTED  
 HW0842  ___________________________________________________________________
 HW0842  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0842  DYNAMIC HT  -         382.275 (meters)    1254.18  (feet)  COMP
 HW0842  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 HW0842
 HW0842  VERT ORDER  -  SECOND    CLASS 0
 HW0842
 HW0842.The horizontal coordinates were scaled from a topographic map and have
 HW0842.an estimated accuracy of +/- 6 seconds.
 HW0842
 HW0842.The orthometric height was determined by differential leveling
 HW0842.and adjusted by the National Geodetic Survey in June 1991..
 HW0842
 HW0842.The geoid height was determined by GEOID03.
 HW0842
 HW0842.The dynamic height is computed by dividing the NAVD 88
 HW0842.geopotential number by the normal gravity value computed on the
 HW0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0842.degrees latitude (g = 980.6199 gals.).
 HW0842
 HW0842.The modeled gravity was interpolated from observed gravity values.
 HW0842
 HW0842;                    North         East    Units  Estimated Accuracy
 HW0842;SPC VA N     - 2,069,160.    3,461,870.      MT  (+/- 180 meters Scaled)
 HW0842
 HW0842                          SUPERSEDED SURVEY CONTROL
 HW0842
 HW0842  NGVD 29 (??/??/92)  382.699  (m)         1255.57   (f) ADJ UNCH    2 0
 HW0842
 HW0842.Superseded values are not recommended for survey control.
 HW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0842.See file dsdata.txt to determine how the superseded data were derived.
 HW0842
 HW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC805398(NAD 83)
 HW0842_MARKER: DB = BENCH MARK DISK
 HW0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0842_STAMPING: B 340 1958
 HW0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0842+STABILITY: SURFACE MOTION
 HW0842
 HW0842  HISTORY     - Date     Condition        Report By
 HW0842  HISTORY     - 1958     MONUMENTED       CGS
 HW0842  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0842
 HW0842                          STATION DESCRIPTION
 HW0842
 HW0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0842'2.6 MI NE FROM MT SIDNEY.
 HW0842'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0842'AT MT. SIDNEY, NEAR THE T JUNCTION OF STATE HIGHWAY NO. 256
 HW0842'LEADING EAST TO WEYERS CAVE, NEAR THE NORTH END OF A CUT, 38
 HW0842'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET SOUTH OF
 HW0842'THE EXTENDED CENTER LINE OF THE STATE HIGHWAY, 2 FEET SOUTH OF
 HW0842'TELEGRAPH POLE NO. 3256, 1 1/2 FEET EAST OF A FENCE LINE, 3 FEET
 HW0842'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HW0842'POST PROJECTING 2 INCHES ABOVE THE GROUND.
 HW0842
 HW0842                          STATION RECOVERY (1984)
 HW0842
 HW0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0842'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1610 ***********************************************************************
 HW1610  DESIGNATION -  B 341
 HW1610  PID         -  HW1610
 HW1610  STATE/COUNTY-  VA/AUGUSTA
 HW1610  USGS QUAD   -  STUARTS DRAFT (1984)
 HW1610
 HW1610                         *CURRENT SURVEY CONTROL
 HW1610  ___________________________________________________________________
 HW1610* NAD 83(1986)-  38 04 34.     (N)    079 06 02.     (W)     SCALED    
 HW1610* NAVD 88     -       497.758  (meters)    1633.06   (feet)  ADJUSTED  
 HW1610  ___________________________________________________________________
 HW1610  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HW1610  DYNAMIC HT  -         497.376 (meters)    1631.81  (feet)  COMP
 HW1610  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 HW1610
 HW1610  VERT ORDER  -  FIRST     CLASS II
 HW1610
 HW1610.The horizontal coordinates were scaled from a topographic map and have
 HW1610.an estimated accuracy of +/- 6 seconds.
 HW1610
 HW1610.The orthometric height was determined by differential leveling
 HW1610.and adjusted by the National Geodetic Survey in June 1991..
 HW1610
 HW1610.The geoid height was determined by GEOID03.
 HW1610
 HW1610.The dynamic height is computed by dividing the NAVD 88
 HW1610.geopotential number by the normal gravity value computed on the
 HW1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1610.degrees latitude (g = 980.6199 gals.).
 HW1610
 HW1610.The modeled gravity was interpolated from observed gravity values.
 HW1610
 HW1610;                    North         East    Units  Estimated Accuracy
 HW1610;SPC VA N     - 2,045,620.    3,447,310.      MT  (+/- 180 meters Scaled)
 HW1610
 HW1610                          SUPERSEDED SURVEY CONTROL
 HW1610
 HW1610  NGVD 29 (??/??/92)  497.895  (m)         1633.51   (f) ADJ UNCH    1 2
 HW1610
 HW1610.Superseded values are not recommended for survey control.
 HW1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1610.See file dsdata.txt to determine how the superseded data were derived.
 HW1610
 HW1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC666159(NAD 83)
 HW1610_MARKER: DB = BENCH MARK DISK
 HW1610_SETTING: 66 = SET IN ROCK OUTCROP
 HW1610_SP_SET: ROCK OUTCROP
 HW1610_STAMPING: B 341 1958
 HW1610_MARK LOGO: CGS   
 HW1610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HW1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1610+STABILITY: POSITION/ELEVATION WELL
 HW1610
 HW1610  HISTORY     - Date     Condition        Report By
 HW1610  HISTORY     - 1958     MONUMENTED       CGS
 HW1610  HISTORY     - 1984     GOOD             NGS
 HW1610  HISTORY     - 19990831 GOOD             GEOMET
 HW1610
 HW1610                          STATION DESCRIPTION
 HW1610
 HW1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1610'0.9 MI NE FROM MINT SPRING.
 HW1610'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1610'AND GENERAL STORE AT MINT SPRING, ON TOP OF A 4-BY-3 FOOT OUTCROP
 HW1610'PROJECTING 2 FEET ABOVE THE GROUND, 0.1 MILE NORTH OF THE T
 HW1610'JUNCTION OF COUNTY ROAD NO. 717, 0.1 MILE SOUTH OF THE CROSSING
 HW1610'OF COUNTY ROAD NO. 800, 26 FEET WEST OF THE CENTER LINE OF THE
 HW1610'HIGHWAY, 48 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO. 2, 42
 HW1610'FEET NORTH OF A 10-INCH LONE ELM TREE, 15 FEET EAST OF A FENCE
 HW1610'LINE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW1610
 HW1610                          STATION RECOVERY (1984)
 HW1610
 HW1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1610'RECOVERED IN GOOD CONDITION.
 HW1610
 HW1610                          STATION RECOVERY (1999)
 HW1610
 HW1610'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999
 HW1610'NO GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0967 ***********************************************************************
 HW0967  DESIGNATION -  B 342
 HW0967  PID         -  HW0967
 HW0967  STATE/COUNTY-  VA/AUGUSTA
 HW0967  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0967
 HW0967                         *CURRENT SURVEY CONTROL
 HW0967  ___________________________________________________________________
 HW0967* NAD 83(1986)-  38 04 42.     (N)    078 55 09.     (W)     SCALED    
 HW0967* NAVD 88     -       431.899  (meters)    1416.99   (feet)  ADJUSTED  
 HW0967  ___________________________________________________________________
 HW0967  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HW0967  DYNAMIC HT  -         431.574 (meters)    1415.92  (feet)  COMP
 HW0967  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 HW0967
 HW0967  VERT ORDER  -  SECOND    CLASS 0
 HW0967
 HW0967.The horizontal coordinates were scaled from a topographic map and have
 HW0967.an estimated accuracy of +/- 6 seconds.
 HW0967
 HW0967.The orthometric height was determined by differential leveling
 HW0967.and adjusted by the National Geodetic Survey in June 1991..
 HW0967
 HW0967.The geoid height was determined by GEOID03.
 HW0967
 HW0967.The dynamic height is computed by dividing the NAVD 88
 HW0967.geopotential number by the normal gravity value computed on the
 HW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0967.degrees latitude (g = 980.6199 gals.).
 HW0967
 HW0967.The modeled gravity was interpolated from observed gravity values.
 HW0967
 HW0967;                    North         East    Units  Estimated Accuracy
 HW0967;SPC VA N     - 2,045,780.    3,463,220.      MT  (+/- 180 meters Scaled)
 HW0967
 HW0967                          SUPERSEDED SURVEY CONTROL
 HW0967
 HW0967  NGVD 29 (??/??/92)  432.054  (m)         1417.50   (f) ADJ UNCH    2 0
 HW0967
 HW0967.Superseded values are not recommended for survey control.
 HW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0967.See file dsdata.txt to determine how the superseded data were derived.
 HW0967
 HW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC825165(NAD 83)
 HW0967_MARKER: DB = BENCH MARK DISK
 HW0967_SETTING: 66 = SET IN ROCK OUTCROP
 HW0967_SP_SET: ROCK OUTCROP
 HW0967_STAMPING: B 342 1958
 HW0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0967+STABILITY: POSITION/ELEVATION WELL
 HW0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0967+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 HW0967
 HW0967  HISTORY     - Date     Condition        Report By
 HW0967  HISTORY     - 1958     MONUMENTED       CGS
 HW0967  HISTORY     - 20060114 GOOD             INDIV
 HW0967
 HW0967                          STATION DESCRIPTION
 HW0967
 HW0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0967'1.1 MI NW FROM WAYNESBORO.
 HW0967'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 HW0967'OF U.S. HIGHWAY 340 AT WAYNESBORO, ON TOP OF A 4-BY-3 FOOT
 HW0967'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, NEAR THE MAIN
 HW0967'ENTRANCE TO THE SKYLINE DRIVE-IN THEATER, 43 FEET NORTH OF
 HW0967'THE CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF THE CENTER LINE
 HW0967'OF THE DRIVEWAY LEADING TO THEATER, 86 FEET NORTHWEST OF POWER
 HW0967'LINE POLE NO. 639F, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW0967
 HW0967                          STATION RECOVERY (2006)
 HW0967
 HW0967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HW0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2566 ***********************************************************************
 GV2566  DESIGNATION -  B 343
 GV2566  PID         -  GV2566
 GV2566  STATE/COUNTY-  VA/GOOCHLAND
 GV2566  USGS QUAD   -  HYLAS (1994)
 GV2566
 GV2566                         *CURRENT SURVEY CONTROL
 GV2566  ___________________________________________________________________
 GV2566* NAD 83(1986)-  37 40 04.     (N)    077 40 21.     (W)     SCALED    
 GV2566* NAVD 88     -        69.670  (meters)     228.58   (feet)  ADJUSTED  
 GV2566  ___________________________________________________________________
 GV2566  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GV2566  DYNAMIC HT  -          69.623 (meters)     228.42  (feet)  COMP
 GV2566  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 GV2566
 GV2566  VERT ORDER  -  SECOND    CLASS 0
 GV2566
 GV2566.The horizontal coordinates were scaled from a topographic map and have
 GV2566.an estimated accuracy of +/- 6 seconds.
 GV2566
 GV2566.The orthometric height was determined by differential leveling
 GV2566.and adjusted by the National Geodetic Survey in June 1991..
 GV2566
 GV2566.The geoid height was determined by GEOID03.
 GV2566
 GV2566.The dynamic height is computed by dividing the NAVD 88
 GV2566.geopotential number by the normal gravity value computed on the
 GV2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2566.degrees latitude (g = 980.6199 gals.).
 GV2566
 GV2566.The modeled gravity was interpolated from observed gravity values.
 GV2566
 GV2566;                    North         East    Units  Estimated Accuracy
 GV2566;SPC VA S     - 1,148,410.    3,573,000.      MT  (+/- 180 meters Scaled)
 GV2566
 GV2566                          SUPERSEDED SURVEY CONTROL
 GV2566
 GV2566  NGVD 29 (??/??/??)   69.964  (m)          229.54   (f) ADJUSTED    2 0
 GV2566
 GV2566.Superseded values are not recommended for survey control.
 GV2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2566.See file dsdata.txt to determine how the superseded data were derived.
 GV2566
 GV2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG642723(NAD 83)
 GV2566_MARKER: DB = BENCH MARK DISK
 GV2566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2566_SP_SET: LAMP POST BASE
 GV2566_STAMPING: B 343 1958
 GV2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2566
 GV2566  HISTORY     - Date     Condition        Report By
 GV2566  HISTORY     - 1958     MONUMENTED       CGS
 GV2566  HISTORY     - 1990     GOOD             USPSQD
 GV2566  HISTORY     - 19980221 GOOD             USPSQD
 GV2566  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2566  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 GV2566
 GV2566                          STATION DESCRIPTION
 GV2566
 GV2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2566'0.9 MI E FROM CENTERVILLE.
 GV2566'0.9 MILE EAST ALONG STATE HIGHWAY 250 FROM THE CROSSROAD AT
 GV2566'CENTERVILLE.  THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE
 GV2566'BASE OF A LAMP POST DIRECTLY IN FRONT OF SMITHS RESTAURANT, A
 GV2566'BRICK BUILDING ON THE SOUTH SIDE OF THE HIGHWAY.
 GV2566
 GV2566                          STATION RECOVERY (1990)
 GV2566
 GV2566'RECOVERY NOTE BY US POWER SQUADRON 1990 (HBL)
 GV2566'RECOVERED IN GOOD CONDITION.
 GV2566
 GV2566                          STATION RECOVERY (1998)
 GV2566
 GV2566'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2566'RECOVERED IN GOOD CONDITION.
 GV2566
 GV2566                          STATION RECOVERY (2003)
 GV2566
 GV2566'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2566'MARK NOT FOUND.
 GV2566
 GV2566                          STATION RECOVERY (2006)
 GV2566
 GV2566'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2566'STATE HIGHWAY HAS BEEN SIGNIFICANTLY WIDENED IN THIS LOCATION. OLD
 GV2566'LAMP POST AS DESCRIBED IS NEAR THE LOCATION BUT MARKER MAY HAVE BEEN
 GV2566'BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1575 ***********************************************************************
 GV1575  DESIGNATION -  B 344
 GV1575  PID         -  GV1575
 GV1575  STATE/COUNTY-  VA/HENRICO
 GV1575  USGS QUAD   -  SEVEN PINES (1994)
 GV1575
 GV1575                         *CURRENT SURVEY CONTROL
 GV1575  ___________________________________________________________________
 GV1575* NAD 83(1986)-  37 31 16.     (N)    077 18 23.     (W)     SCALED    
 GV1575* NAVD 88     -        48.383  (meters)     158.74   (feet)  ADJUSTED  
 GV1575  ___________________________________________________________________
 GV1575  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GV1575  DYNAMIC HT  -          48.350 (meters)     158.63  (feet)  COMP
 GV1575  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 GV1575
 GV1575  VERT ORDER  -  SECOND    CLASS 0
 GV1575
 GV1575.The horizontal coordinates were scaled from a topographic map and have
 GV1575.an estimated accuracy of +/- 6 seconds.
 GV1575
 GV1575.The orthometric height was determined by differential leveling
 GV1575.and adjusted by the National Geodetic Survey in June 1991..
 GV1575
 GV1575.The geoid height was determined by GEOID03.
 GV1575
 GV1575.The dynamic height is computed by dividing the NAVD 88
 GV1575.geopotential number by the normal gravity value computed on the
 GV1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1575.degrees latitude (g = 980.6199 gals.).
 GV1575
 GV1575.The modeled gravity was interpolated from observed gravity values.
 GV1575
 GV1575;                    North         East    Units  Estimated Accuracy
 GV1575;SPC VA S     - 1,132,480.    3,605,510.      MT  (+/- 180 meters Scaled)
 GV1575
 GV1575                          SUPERSEDED SURVEY CONTROL
 GV1575
 GV1575  NGVD 29 (??/??/??)   48.707  (m)          159.80   (f) ADJUSTED    2 0
 GV1575
 GV1575.Superseded values are not recommended for survey control.
 GV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1575.See file dsdata.txt to determine how the superseded data were derived.
 GV1575
 GV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG961551(NAD 83)
 GV1575_MARKER: DB = BENCH MARK DISK
 GV1575_SETTING: 0 = UNSPECIFIED SETTING
 GV1575_STAMPING: B 344 1958
 GV1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1575
 GV1575  HISTORY     - Date     Condition        Report By
 GV1575  HISTORY     - 1958     MONUMENTED       CGS
 GV1575  HISTORY     - 1979     MARK NOT FOUND   NGS
 GV1575  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1575  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1575  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1575  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1575
 GV1575                          STATION DESCRIPTION
 GV1575
 GV1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1575'0.6 MI E FROM SANDSTON.
 GV1575'0.6 MILE EAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE AT SANDSTON.
 GV1575'THE MARK IS ACROSS THE STREET SOUTH FROM HOUSE NO. 303, 29 FEET
 GV1575'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 20 FEET EAST OF A
 GV1575'WIDE PATH LEADING SOUTHWEST THROUGH THE TREES AND 1 FOOT WEST
 GV1575'OF A METAL WITNESS POST.
 GV1575
 GV1575                          STATION RECOVERY (1979)
 GV1575
 GV1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1575'NOTE=NEW BUILDINGS IN AREA DESCRIBED.
 GV1575
 GV1575                          STATION RECOVERY (1994)
 GV1575
 GV1575'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1575'MARK NOT FOUND.
 GV1575
 GV1575                          STATION RECOVERY (1996)
 GV1575
 GV1575'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1575'MARK NOT FOUND.
 GV1575
 GV1575                          STATION RECOVERY (2000)
 GV1575
 GV1575'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1575'MARK NOT FOUND.
 GV1575
 GV1575                          STATION RECOVERY (2005)
 GV1575
 GV1575'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0689 ***********************************************************************
 GV0689  DESIGNATION -  B 345
 GV0689  PID         -  GV0689
 GV0689  STATE/COUNTY-  VA/JAMES CITY
 GV0689  USGS QUAD   -  TOANO (1986)
 GV0689
 GV0689                         *CURRENT SURVEY CONTROL
 GV0689  ___________________________________________________________________
 GV0689* NAD 83(1986)-  37 24 10.     (N)    076 48 50.     (W)     SCALED    
 GV0689* NAVD 88     -        23.166  (meters)      76.00   (feet)  ADJUSTED  
 GV0689  ___________________________________________________________________
 GV0689  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 GV0689  DYNAMIC HT  -          23.149 (meters)      75.95  (feet)  COMP
 GV0689  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 GV0689
 GV0689  VERT ORDER  -  FIRST     CLASS II
 GV0689
 GV0689.The horizontal coordinates were scaled from a topographic map and have
 GV0689.an estimated accuracy of +/- 6 seconds.
 GV0689
 GV0689.The orthometric height was determined by differential leveling
 GV0689.and adjusted by the National Geodetic Survey in June 1991..
 GV0689
 GV0689.The geoid height was determined by GEOID03.
 GV0689
 GV0689.The dynamic height is computed by dividing the NAVD 88
 GV0689.geopotential number by the normal gravity value computed on the
 GV0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0689.degrees latitude (g = 980.6199 gals.).
 GV0689
 GV0689.The modeled gravity was interpolated from observed gravity values.
 GV0689
 GV0689;                    North         East    Units  Estimated Accuracy
 GV0689;SPC VA S     - 1,120,020.    3,649,270.      MT  (+/- 180 meters Scaled)
 GV0689
 GV0689                          SUPERSEDED SURVEY CONTROL
 GV0689
 GV0689  NGVD 29 (??/??/??)   23.499  (m)           77.10   (f) ADJUSTED    1 2
 GV0689
 GV0689.Superseded values are not recommended for survey control.
 GV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0689.See file dsdata.txt to determine how the superseded data were derived.
 GV0689
 GV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG394410(NAD 83)
 GV0689_MARKER: DB = BENCH MARK DISK
 GV0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0689_STAMPING: B 345 1958
 GV0689_PROJECTION: FLUSH
 GV0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0689+STABILITY: SURFACE MOTION
 GV0689
 GV0689  HISTORY     - Date     Condition        Report By
 GV0689  HISTORY     - 1958     MONUMENTED       CGS
 GV0689  HISTORY     - 1979     GOOD             NGS
 GV0689  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 GV0689  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0689
 GV0689                          STATION DESCRIPTION
 GV0689
 GV0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0689'4.6 MI SE FROM LANEXA.
 GV0689'4.6 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0689'OFFICE.  THE MARK IS 43 FEET NORTH OF THE CENTERLINE OF THE WEST
 GV0689'BOUND LANE OF U.S. HIGHWAY 60, 27 FEET EAST OF A TELEPHONE POLE
 GV0689'WITH ONE GUY WIRE, 23 FEET NORTHEAST OF SIGN POCAHONTAS TRAIL
 GV0689'AND 2 FEET WEST OF A METAL WITNESS POST.  SET IN A TEN INCH
 GV0689'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GV0689
 GV0689                          STATION RECOVERY (1979)
 GV0689
 GV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV0689'BENCH MARK RECOVERED.  ADD=93 FEET WEST OF THE CENTERLINE OF A
 GV0689'FAINT GRAVELED ROAD LEADING NORTH, 108.5 FEET WEST OF THE WEST EDGE
 GV0689'OF A TELEPHONE CABLE BOX, NUMBER 8.  OMIT=23 FEET NORTHEAST OF A
 GV0689'SIGN, POCAHONTAS TRAIL.
 GV0689
 GV0689                          STATION RECOVERY (1997)
 GV0689
 GV0689'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0689'MARK NOT FOUND.
 GV0689
 GV0689                          STATION RECOVERY (2002)
 GV0689
 GV0689'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0491 ***********************************************************************
 HW0491  DESIGNATION -  B 346
 HW0491  PID         -  HW0491
 HW0491  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0491  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0491
 HW0491                         *CURRENT SURVEY CONTROL
 HW0491  ___________________________________________________________________
 HW0491* NAD 83(1986)-  38 03 53.     (N)    078 29 39.     (W)     SCALED    
 HW0491* NAVD 88     -       155.786  (meters)     511.11   (feet)  ADJUSTED  
 HW0491  ___________________________________________________________________
 HW0491  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0491  DYNAMIC HT  -         155.675 (meters)     510.74  (feet)  COMP
 HW0491  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HW0491
 HW0491  VERT ORDER  -  SECOND    CLASS 0
 HW0491
 HW0491.The horizontal coordinates were scaled from a topographic map and have
 HW0491.an estimated accuracy of +/- 6 seconds.
 HW0491
 HW0491.The orthometric height was determined by differential leveling
 HW0491.and adjusted by the National Geodetic Survey in June 1991..
 HW0491
 HW0491.The geoid height was determined by GEOID03.
 HW0491
 HW0491.The dynamic height is computed by dividing the NAVD 88
 HW0491.geopotential number by the normal gravity value computed on the
 HW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0491.degrees latitude (g = 980.6199 gals.).
 HW0491
 HW0491.The modeled gravity was interpolated from observed gravity values.
 HW0491
 HW0491;                    North         East    Units  Estimated Accuracy
 HW0491;SPC VA S     - 1,192,150.    3,500,510.      MT  (+/- 180 meters Scaled)
 HW0491
 HW0491                          SUPERSEDED SURVEY CONTROL
 HW0491
 HW0491  NGVD 29 (??/??/92)  156.022  (m)          511.88   (f) ADJ UNCH    2 0
 HW0491
 HW0491.Superseded values are not recommended for survey control.
 HW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0491.See file dsdata.txt to determine how the superseded data were derived.
 HW0491
 HW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC198159(NAD 83)
 HW0491_MARKER: DB = BENCH MARK DISK
 HW0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0491_STAMPING: B 346 1958
 HW0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0491+STABILITY: SURFACE MOTION
 HW0491
 HW0491  HISTORY     - Date     Condition        Report By
 HW0491  HISTORY     - 1958     MONUMENTED       CGS
 HW0491
 HW0491                          STATION DESCRIPTION
 HW0491
 HW0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0491'0.7 MI N FROM CHARLOTTESVILLE.
 HW0491'0.45 MILE NORTH ON U.S. HIGHWAY 29 FROM THE JUNCTION WITH U.S.
 HW0491'HIGHWAY 250 NEAR THE NORTHWEST EDGE OF CHARLOTTESVILLE, THENCE
 HW0491'LEFT AND GO NORTHWESTERLY ON COUNTY ROUTE 743 FOR 0.25 MILE, IN
 HW0491'THE NORTH ANGLE OF THE INTERSECTION OF ROUTE 743 AND DRIVEWAY TO
 HW0491'SPERRY PIEDMONT CO. BUILDING, 29 FEET NORTHWEST OF CENTERLINE OF
 HW0491'DRIVEWAY TO BUILDING, 38 FEET NORTH OF CENTERLINE OF ROUTE 743
 HW0491'AND 3 FEET NORTH OF A C AND GS WITNESS SIGN.  SET IN A CONCRETE
 HW0491'POST PROJECTION 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3133 ***********************************************************************
 HW3133  DESIGNATION -  B 346 RESET 1982
 HW3133  PID         -  HW3133
 HW3133  STATE/COUNTY-  VA/ALBEMARLE
 HW3133  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW3133
 HW3133                         *CURRENT SURVEY CONTROL
 HW3133  ___________________________________________________________________
 HW3133* NAD 83(1986)-  38 03 54.     (N)    078 29 39.     (W)     SCALED    
 HW3133* NAVD 88     -       155.17   (meters)     509.1    (feet)  RESET     
 HW3133  ___________________________________________________________________
 HW3133  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW3133
 HW3133  VERT ORDER  -  THIRD
 HW3133
 HW3133.The horizontal coordinates were scaled from a topographic map and have
 HW3133.an estimated accuracy of +/- 6 seconds.
 HW3133
 HW3133.The orthometric height was computed from unverified reset data.
 HW3133.No vertical observational check was made to the station.
 HW3133
 HW3133.The geoid height was determined by GEOID03.
 HW3133
 HW3133;                    North         East    Units  Estimated Accuracy
 HW3133;SPC VA S     - 1,192,180.    3,500,510.      MT  (+/- 180 meters Scaled)
 HW3133
 HW3133                          SUPERSEDED SURVEY CONTROL
 HW3133
 HW3133.No superseded survey control is available for this station.
 HW3133
 HW3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC198159(NAD 83)
 HW3133_MARKER: DB = BENCH MARK DISK
 HW3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3133_STAMPING: B 346 RESET 1982
 HW3133_PROJECTION: PROJECTING 10 CENTIMETERS
 HW3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3133+STABILITY: SURFACE MOTION
 HW3133
 HW3133  HISTORY     - Date     Condition        Report By
 HW3133  HISTORY     - 1982     MONUMENTED       VADH
 HW3133
 HW3133                          STATION DESCRIPTION
 HW3133
 HW3133'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1982
 HW3133'0.7 MI NORTH FROM CHARLOTTESVILLE.
 HW3133'0.45 MILE NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION WITH U.S.
 HW3133'HIGHWAY 250 NEAR THE NORTHEAST EDGE OF CHARLOTTESVILLE, THENCE
 HW3133'LEFT AND GO NORTHWESTERLY ALONG COUNTY ROUTE 743 FOR 0.25 MILE
 HW3133'TO THE NORTH ANGLE OF THE INTERSECTION OF ROUTE 743 AND THE DRIVEWAY
 HW3133'TO SPERRY PIEDMONT COMPANY BUILDING, 35.0 FEET NORTHWEST OF THE
 HW3133'CENTERLINE OF THE DRIVEWAY TO BUILDING, 70.7 FEET NORTH OF THE
 HW3133'CENTERLINE OF ROUTE 743, AND 20.5 FEET NORTH OF VEPCO POWERLINE POLE.
 HW3133'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2543 ***********************************************************************
 GV2543  DESIGNATION -  B 347
 GV2543  PID         -  GV2543
 GV2543  STATE/COUNTY-  VA/GOOCHLAND
 GV2543  USGS QUAD   -  PERKINSVILLE (1987)
 GV2543
 GV2543                         *CURRENT SURVEY CONTROL
 GV2543  ___________________________________________________________________
 GV2543* NAD 83(1986)-  37 44 26.     (N)    077 50 43.     (W)     SCALED    
 GV2543* NAVD 88     -        99.180  (meters)     325.39   (feet)  ADJUSTED  
 GV2543  ___________________________________________________________________
 GV2543  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2543  DYNAMIC HT  -          99.114 (meters)     325.18  (feet)  COMP
 GV2543  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 GV2543
 GV2543  VERT ORDER  -  SECOND    CLASS 0
 GV2543
 GV2543.The horizontal coordinates were scaled from a topographic map and have
 GV2543.an estimated accuracy of +/- 6 seconds.
 GV2543
 GV2543.The orthometric height was determined by differential leveling
 GV2543.and adjusted by the National Geodetic Survey in June 1991..
 GV2543
 GV2543.The geoid height was determined by GEOID03.
 GV2543
 GV2543.The dynamic height is computed by dividing the NAVD 88
 GV2543.geopotential number by the normal gravity value computed on the
 GV2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2543.degrees latitude (g = 980.6199 gals.).
 GV2543
 GV2543.The modeled gravity was interpolated from observed gravity values.
 GV2543
 GV2543;                    North         East    Units  Estimated Accuracy
 GV2543;SPC VA S     - 1,156,370.    3,557,710.      MT  (+/- 180 meters Scaled)
 GV2543
 GV2543                          SUPERSEDED SURVEY CONTROL
 GV2543
 GV2543  NGVD 29 (??/??/??)   99.461  (m)          326.31   (f) ADJUSTED    2 0
 GV2543
 GV2543.Superseded values are not recommended for survey control.
 GV2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2543.See file dsdata.txt to determine how the superseded data were derived.
 GV2543
 GV2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG492808(NAD 83)
 GV2543_MARKER: DB = BENCH MARK DISK
 GV2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2543_STAMPING: B 347 1958
 GV2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2543+STABILITY: SURFACE MOTION
 GV2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2543+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2543
 GV2543  HISTORY     - Date     Condition        Report By
 GV2543  HISTORY     - 1958     MONUMENTED       CGS
 GV2543  HISTORY     - 1960     GOOD             CGS
 GV2543  HISTORY     - 1967     GOOD             CGS
 GV2543  HISTORY     - 1990     GOOD             USPSQD
 GV2543  HISTORY     - 19980221 GOOD             USPSQD
 GV2543  HISTORY     - 20020404 GOOD             VADOT
 GV2543  HISTORY     - 20050812 GOOD             VADOT
 GV2543  HISTORY     - 20060311 GOOD             USPSQD
 GV2543
 GV2543                          STATION DESCRIPTION
 GV2543
 GV2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2543'4.1 MI NW FROM OILVILLE.
 GV2543'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE
 GV2543'AT OILVILLE, AT A TURNOUT ALONG THE NORTHEAST SIDE OF THE
 GV2543'HIGHWAY, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GV2543'7 FEET NORTHWEST OF A 12-INCH OAK TREE, 47 1/2 FEET NORTHWEST
 GV2543'OF TELEPHONE POLE 31, 128 FEET SOUTHEAST OF THE SOUTHEAST END OF
 GV2543'THE NORTHEAST CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER
 GV2543'THE HIGHWAY, 1 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 1 FOOT
 GV2543'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 GV2543'POST PROJECTING 3 INCHES.
 GV2543
 GV2543                          STATION RECOVERY (1967)
 GV2543
 GV2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GV2543'RECOVERED IN GOOD CONDITION.
 GV2543
 GV2543                          STATION RECOVERY (1990)
 GV2543
 GV2543'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2543'RECOVERED IN GOOD CONDITION.
 GV2543
 GV2543                          STATION RECOVERY (1998)
 GV2543
 GV2543'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2543'RECOVERED IN GOOD CONDITION.
 GV2543
 GV2543                          STATION RECOVERY (2002)
 GV2543
 GV2543'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV2543'RECOVERED IN GOOD CONDITION.
 GV2543
 GV2543                          STATION RECOVERY (2005)
 GV2543
 GV2543'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JCA)
 GV2543'RECOVERED IN GOOD CONDITION.
 GV2543
 GV2543                          STATION RECOVERY (2006)
 GV2543
 GV2543'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2543'WITNESS POST HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0912 ***********************************************************************
 GW0912  DESIGNATION -  B 348
 GW0912  PID         -  GW0912
 GW0912  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0912  USGS QUAD   -  CORNWALL (1986)
 GW0912
 GW0912                         *CURRENT SURVEY CONTROL
 GW0912  ___________________________________________________________________
 GW0912* NAD 83(1986)-  37 50 56.     (N)    079 20 39.     (W)     SCALED    
 GW0912* NAVD 88     -       456.740  (meters)    1498.49   (feet)  ADJUSTED  
 GW0912  ___________________________________________________________________
 GW0912  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW0912  DYNAMIC HT  -         456.383 (meters)    1497.32  (feet)  COMP
 GW0912  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 GW0912
 GW0912  VERT ORDER  -  FIRST     CLASS II
 GW0912
 GW0912.The horizontal coordinates were scaled from a topographic map and have
 GW0912.an estimated accuracy of +/- 6 seconds.
 GW0912
 GW0912.The orthometric height was determined by differential leveling
 GW0912.and adjusted by the National Geodetic Survey in June 1991..
 GW0912
 GW0912.The geoid height was determined by GEOID03.
 GW0912
 GW0912.The dynamic height is computed by dividing the NAVD 88
 GW0912.geopotential number by the normal gravity value computed on the
 GW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0912.degrees latitude (g = 980.6199 gals.).
 GW0912
 GW0912.The modeled gravity was interpolated from observed gravity values.
 GW0912
 GW0912;                    North         East    Units  Estimated Accuracy
 GW0912;SPC VA S     - 1,168,530.    3,425,710.      MT  (+/- 180 meters Scaled)
 GW0912
 GW0912                          SUPERSEDED SURVEY CONTROL
 GW0912
 GW0912  NGVD 29 (??/??/92)  456.875  (m)         1498.93   (f) ADJ UNCH    1 2
 GW0912
 GW0912.Superseded values are not recommended for survey control.
 GW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0912.See file dsdata.txt to determine how the superseded data were derived.
 GW0912
 GW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB456903(NAD 83)
 GW0912_MARKER: DB = BENCH MARK DISK
 GW0912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW0912_STAMPING: B 348 1958
 GW0912_MARK LOGO: CGS   
 GW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0912+STABILITY: SURFACE MOTION
 GW0912
 GW0912  HISTORY     - Date     Condition        Report By
 GW0912  HISTORY     - 1958     MONUMENTED       CGS
 GW0912  HISTORY     - 1984     GOOD             NGS
 GW0912
 GW0912                          STATION DESCRIPTION
 GW0912
 GW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0912'3.8 MI SW FROM FAIRFIELD.
 GW0912'ABOUT 3.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0912'OFFICE AT FAIRFIELD, ON TOP OF THE NORTHWEST CORNER OF THE
 GW0912'NORTHWEST WINGWALL OF A BRIDGE OVER A SMALL CREEK, 24 FEET NORTH
 GW0912'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET LOWER THAN THE
 GW0912'SURFACE OF THE HIGHWAY.
 GW0912
 GW0912                          STATION RECOVERY (1984)
 GW0912
 GW0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0945 ***********************************************************************
 GW0945  DESIGNATION -  B 349
 GW0945  PID         -  GW0945
 GW0945  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0945  USGS QUAD   -  GLASGOW (1965)
 GW0945
 GW0945                         *CURRENT SURVEY CONTROL
 GW0945  ___________________________________________________________________
 GW0945* NAD 83(1986)-  37 39 11.     (N)    079 29 19.     (W)     SCALED    
 GW0945* NAVD 88     -       339.933  (meters)    1115.26   (feet)  ADJUSTED  
 GW0945  ___________________________________________________________________
 GW0945  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0945  DYNAMIC HT  -         339.665 (meters)    1114.38  (feet)  COMP
 GW0945  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 GW0945
 GW0945  VERT ORDER  -  FIRST     CLASS II
 GW0945
 GW0945.The horizontal coordinates were scaled from a topographic map and have
 GW0945.an estimated accuracy of +/- 6 seconds.
 GW0945
 GW0945.The orthometric height was determined by differential leveling
 GW0945.and adjusted by the National Geodetic Survey in June 1991..
 GW0945
 GW0945.The geoid height was determined by GEOID03.
 GW0945
 GW0945.The dynamic height is computed by dividing the NAVD 88
 GW0945.geopotential number by the normal gravity value computed on the
 GW0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0945.degrees latitude (g = 980.6199 gals.).
 GW0945
 GW0945.The modeled gravity was interpolated from observed gravity values.
 GW0945
 GW0945;                    North         East    Units  Estimated Accuracy
 GW0945;SPC VA S     - 1,146,920.    3,412,770.      MT  (+/- 180 meters Scaled)
 GW0945
 GW0945                          SUPERSEDED SURVEY CONTROL
 GW0945
 GW0945  NGVD 29 (??/??/92)  340.116  (m)         1115.86   (f) ADJ UNCH    1 2
 GW0945
 GW0945.Superseded values are not recommended for survey control.
 GW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0945.See file dsdata.txt to determine how the superseded data were derived.
 GW0945
 GW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB333683(NAD 83)
 GW0945_MARKER: DB = BENCH MARK DISK
 GW0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0945_STAMPING: B 349 1958
 GW0945_MARK LOGO: CGS   
 GW0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0945+STABILITY: SURFACE MOTION
 GW0945
 GW0945  HISTORY     - Date     Condition        Report By
 GW0945  HISTORY     - 1958     MONUMENTED       CGS
 GW0945  HISTORY     - 1984     GOOD             NGS
 GW0945  HISTORY     - 1984     GOOD             NGS
 GW0945
 GW0945                          STATION DESCRIPTION
 GW0945
 GW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0945'5.3 MI NE FROM NATURAL BRIDGE.
 GW0945'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW0945'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 1.6 MILES SOUTHEAST
 GW0945'ALONG COUNTY ROAD NO. 684, NEAR THE Y JUNCTION OF COUNTY ROAD
 GW0945'NO. 684 AND COUNTY ROAD 608, 20 1/2 FEET SOUTH OF THE CENTER LINE
 GW0945'OF COUNTY ROAD NO. 684, 89 FEET SOUTHEAST OF THE CENTER OF THE
 GW0945'Y JUNCTION, 52 1/2 FEET EAST OF A FENCE CORNER, 51 FEET EAST OF
 GW0945'TELEPHONE POLE NO. 202, 2 FEET NORTH OF A FENCE LINE, 12 FEET
 GW0945'SOUTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER THE
 GW0945'ROAD, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 GW0945'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 GW0945
 GW0945                          STATION RECOVERY (1984)
 GW0945
 GW0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0945'RECOVERED IN GOOD CONDITION.
 GW0945
 GW0945                          STATION RECOVERY (1984)
 GW0945
 GW0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1147 ***********************************************************************
 GA1147  DESIGNATION -  B 35
 GA1147  PID         -  GA1147
 GA1147  STATE/COUNTY-  VA/LEE
 GA1147  USGS QUAD   -  KEOKEE (1978)
 GA1147
 GA1147                         *CURRENT SURVEY CONTROL
 GA1147  ___________________________________________________________________
 GA1147* NAD 83(1986)-  36 46 39.     (N)    082 56 44.     (W)     SCALED    
 GA1147* NAVD 88     -       438.759  (meters)    1439.50   (feet)  ADJUSTED  
 GA1147  ___________________________________________________________________
 GA1147  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1147  DYNAMIC HT  -         438.375 (meters)    1438.24  (feet)  COMP
 GA1147  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 GA1147
 GA1147  VERT ORDER  -  SECOND    CLASS 0
 GA1147
 GA1147.The horizontal coordinates were scaled from a topographic map and have
 GA1147.an estimated accuracy of +/- 6 seconds.
 GA1147
 GA1147.The orthometric height was determined by differential leveling
 GA1147.and adjusted by the National Geodetic Survey in June 1991..
 GA1147
 GA1147.The geoid height was determined by GEOID03.
 GA1147
 GA1147.The dynamic height is computed by dividing the NAVD 88
 GA1147.geopotential number by the normal gravity value computed on the
 GA1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1147.degrees latitude (g = 980.6199 gals.).
 GA1147
 GA1147.The modeled gravity was interpolated from observed gravity values.
 GA1147
 GA1147;                    North         East    Units  Estimated Accuracy
 GA1147;SPC VA S     - 1,058,630.    3,103,290.      MT  (+/- 180 meters Scaled)
 GA1147
 GA1147                          SUPERSEDED SURVEY CONTROL
 GA1147
 GA1147  NGVD 29 (??/??/92)  438.890  (m)         1439.92   (f) ADJ UNCH    2 0
 GA1147
 GA1147.Superseded values are not recommended for survey control.
 GA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1147.See file dsdata.txt to determine how the superseded data were derived.
 GA1147
 GA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA263719(NAD 83)
 GA1147_MARKER: DB = BENCH MARK DISK
 GA1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1147_STAMPING: B 35 1934
 GA1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1147+STABILITY: SURFACE MOTION
 GA1147
 GA1147  HISTORY     - Date     Condition        Report By
 GA1147  HISTORY     - 1934     MONUMENTED       CGS
 GA1147  HISTORY     - 1963     GOOD             NGS
 GA1147
 GA1147                          STATION DESCRIPTION
 GA1147
 GA1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GA1147'AT DRYDEN.
 GA1147'AT DRYDEN, ON THE LOUISVILLE AND NASHVILLE RAILROAD, 70 FEET
 GA1147'NORTH OF THE STATION, AT MILEPOST 265, AND 30 FEET NORTH OF
 GA1147'THE TRACK.  A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE
 GA1147'TOP OF A CONCRETE POST.  NOTE-- IT APPEARS AS IF ABOUT TWO FEET
 GA1147'OF SOIL HAS BEEN REMOVED FROM THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0953 ***********************************************************************
 GW0953  DESIGNATION -  B 350
 GW0953  PID         -  GW0953
 GW0953  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0953  USGS QUAD   -  LEXINGTON (1978)
 GW0953
 GW0953                         *CURRENT SURVEY CONTROL
 GW0953  ___________________________________________________________________
 GW0953* NAD 83(1986)-  37 49 10.     (N)    079 29 27.     (W)     SCALED    
 GW0953* NAVD 88     -       373.566  (meters)    1225.61   (feet)  ADJUSTED  
 GW0953  ___________________________________________________________________
 GW0953  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW0953  DYNAMIC HT  -         373.275 (meters)    1224.65  (feet)  COMP
 GW0953  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GW0953
 GW0953  VERT ORDER  -  SECOND    CLASS 0
 GW0953
 GW0953.The horizontal coordinates were scaled from a topographic map and have
 GW0953.an estimated accuracy of +/- 6 seconds.
 GW0953
 GW0953.The orthometric height was determined by differential leveling
 GW0953.and adjusted by the National Geodetic Survey in June 1991..
 GW0953
 GW0953.The geoid height was determined by GEOID03.
 GW0953
 GW0953.The dynamic height is computed by dividing the NAVD 88
 GW0953.geopotential number by the normal gravity value computed on the
 GW0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0953.degrees latitude (g = 980.6199 gals.).
 GW0953
 GW0953.The modeled gravity was interpolated from observed gravity values.
 GW0953
 GW0953;                    North         East    Units  Estimated Accuracy
 GW0953;SPC VA S     - 1,165,380.    3,412,760.      MT  (+/- 180 meters Scaled)
 GW0953
 GW0953                          SUPERSEDED SURVEY CONTROL
 GW0953
 GW0953  NGVD 29 (??/??/92)  373.734  (m)         1226.16   (f) ADJ UNCH    2 0
 GW0953
 GW0953.Superseded values are not recommended for survey control.
 GW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0953.See file dsdata.txt to determine how the superseded data were derived.
 GW0953
 GW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB328868(NAD 83)
 GW0953_MARKER: DB = BENCH MARK DISK
 GW0953_SETTING: 66 = SET IN ROCK OUTCROP
 GW0953_SP_SET: SET IN ROCK OUTCROP
 GW0953_STAMPING: B 350 1958
 GW0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0953+STABILITY: POSITION/ELEVATION WELL
 GW0953
 GW0953  HISTORY     - Date     Condition        Report By
 GW0953  HISTORY     - 1958     MONUMENTED       CGS
 GW0953
 GW0953                          STATION DESCRIPTION
 GW0953
 GW0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0953'3.5 MI NW FROM LEXINGTON.
 GW0953'ABOUT 3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0953'OFFICE AT LEXINGTON, 0.15 MILE SOUTHEAST OF THE JUNCTION OF
 GW0953'COUNTY ROAD NO. 640, AT AND NEAR THE BASE OF A 15 FEET HIGH ROCK
 GW0953'CUT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 GW0953'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1668 ***********************************************************************
 GW1668  DESIGNATION -  B 351
 GW1668  PID         -  GW1668
 GW1668  STATE/COUNTY-  VA/ALLEGHANY
 GW1668  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1668
 GW1668                         *CURRENT SURVEY CONTROL
 GW1668  ___________________________________________________________________
 GW1668* NAD 83(1986)-  37 48 54.     (N)    079 44 34.     (W)     SCALED    
 GW1668* NAVD 88     -       333.748  (meters)    1094.97   (feet)  ADJUSTED  
 GW1668  ___________________________________________________________________
 GW1668  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW1668  DYNAMIC HT  -         333.486 (meters)    1094.11  (feet)  COMP
 GW1668  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 GW1668
 GW1668  VERT ORDER  -  SECOND    CLASS 0
 GW1668
 GW1668.The horizontal coordinates were scaled from a topographic map and have
 GW1668.an estimated accuracy of +/- 6 seconds.
 GW1668
 GW1668.The orthometric height was determined by differential leveling
 GW1668.and adjusted by the National Geodetic Survey in June 1991..
 GW1668
 GW1668.The geoid height was determined by GEOID03.
 GW1668
 GW1668.The dynamic height is computed by dividing the NAVD 88
 GW1668.geopotential number by the normal gravity value computed on the
 GW1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1668.degrees latitude (g = 980.6199 gals.).
 GW1668
 GW1668.The modeled gravity was interpolated from observed gravity values.
 GW1668
 GW1668;                    North         East    Units  Estimated Accuracy
 GW1668;SPC VA S     - 1,165,150.    3,390,580.      MT  (+/- 180 meters Scaled)
 GW1668
 GW1668                          SUPERSEDED SURVEY CONTROL
 GW1668
 GW1668  NGVD 29 (??/??/92)  333.939  (m)         1095.60   (f) ADJ UNCH    2 0
 GW1668
 GW1668.Superseded values are not recommended for survey control.
 GW1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1668.See file dsdata.txt to determine how the superseded data were derived.
 GW1668
 GW1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB106860(NAD 83)
 GW1668_MARKER: DB = BENCH MARK DISK
 GW1668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1668_SP_SET: CULVERT
 GW1668_STAMPING: B 351 1958
 GW1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1668
 GW1668  HISTORY     - Date     Condition        Report By
 GW1668  HISTORY     - 1958     MONUMENTED       CGS
 GW1668
 GW1668                          STATION DESCRIPTION
 GW1668
 GW1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1668'5.2 MI E FROM CLIFTON FORGE.
 GW1668'ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1668'AT CLIFTON FORGE, AT THE INSIDE OF A CURVE, ON THE TOP OF A
 GW1668'2-BY-2-FOOT OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND,
 GW1668'18.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 96.6 FEET
 GW1668'SOUTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 GW1668'12-INCH PIPE CULVERT UNDER THE HIGHWAY, 0.1 MILE SOUTH OF THE
 GW1668'JUNCTION OF COUNTY ROAD NO. 635 LEADING NORTH AND ABOUT 1
 GW1668'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1674 ***********************************************************************
 GW1674  DESIGNATION -  B 352
 GW1674  PID         -  GW1674
 GW1674  STATE/COUNTY-  VA/ALLEGHANY
 GW1674  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1674
 GW1674                         *CURRENT SURVEY CONTROL
 GW1674  ___________________________________________________________________
 GW1674* NAD 83(1986)-  37 49 04.     (N)    079 48 13.     (W)     SCALED    
 GW1674* NAVD 88     -       355.796  (meters)    1167.31   (feet)  ADJUSTED  
 GW1674  ___________________________________________________________________
 GW1674  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW1674  DYNAMIC HT  -         355.517 (meters)    1166.39  (feet)  COMP
 GW1674  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 GW1674
 GW1674  VERT ORDER  -  SECOND    CLASS 0
 GW1674
 GW1674.The horizontal coordinates were scaled from a topographic map and have
 GW1674.an estimated accuracy of +/- 6 seconds.
 GW1674
 GW1674.The orthometric height was determined by differential leveling
 GW1674.and adjusted by the National Geodetic Survey in June 1991..
 GW1674
 GW1674.The geoid height was determined by GEOID03.
 GW1674
 GW1674.The dynamic height is computed by dividing the NAVD 88
 GW1674.geopotential number by the normal gravity value computed on the
 GW1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1674.degrees latitude (g = 980.6199 gals.).
 GW1674
 GW1674.The modeled gravity was interpolated from observed gravity values.
 GW1674
 GW1674;                    North         East    Units  Estimated Accuracy
 GW1674;SPC VA S     - 1,165,530.    3,385,220.      MT  (+/- 180 meters Scaled)
 GW1674
 GW1674                          SUPERSEDED SURVEY CONTROL
 GW1674
 GW1674  NGVD 29 (??/??/92)  355.993  (m)         1167.95   (f) ADJ UNCH    2 0
 GW1674
 GW1674.Superseded values are not recommended for survey control.
 GW1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1674.See file dsdata.txt to determine how the superseded data were derived.
 GW1674
 GW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB053862(NAD 83)
 GW1674_MARKER: DB = BENCH MARK DISK
 GW1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1674_STAMPING: B 352 1958
 GW1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1674+STABILITY: SURFACE MOTION
 GW1674
 GW1674  HISTORY     - Date     Condition        Report By
 GW1674  HISTORY     - 1958     MONUMENTED       CGS
 GW1674
 GW1674                          STATION DESCRIPTION
 GW1674
 GW1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1674'1.2 MI E FROM CLIFTON FORGE.
 GW1674'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1674'AT CLIFTON FORGE, NEAR THE WEST END OF A LONG HIGH CUT, NEAR
 GW1674'THE SOUTH EDGE OF A HEAVILY WOODED AREA, 34 FEET NORTH OF THE
 GW1674'CENTER LINE OF THE HIGHWAY, 24.7 FEET EAST OF THE EAST END OF THE
 GW1674'NORTH CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE
 GW1674'HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 GW1674'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0012 ***********************************************************************
 GX0012  DESIGNATION -  B 353
 GX0012  PID         -  GX0012
 GX0012  STATE/COUNTY-  VA/ALLEGHANY
 GX0012  USGS QUAD   -  CALLAGHAN (1977)
 GX0012
 GX0012                         *CURRENT SURVEY CONTROL
 GX0012  ___________________________________________________________________
 GX0012* NAD 83(1986)-  37 47 16.     (N)    080 06 27.     (W)     SCALED    
 GX0012* NAVD 88     -       473.728  (meters)    1554.22   (feet)  ADJUSTED  
 GX0012  ___________________________________________________________________
 GX0012  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX0012  DYNAMIC HT  -         473.342 (meters)    1552.96  (feet)  COMP
 GX0012  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 GX0012
 GX0012  VERT ORDER  -  FIRST     CLASS II
 GX0012
 GX0012.The horizontal coordinates were scaled from a topographic map and have
 GX0012.an estimated accuracy of +/- 6 seconds.
 GX0012
 GX0012.The orthometric height was determined by differential leveling
 GX0012.and adjusted by the National Geodetic Survey in June 1991..
 GX0012
 GX0012.The geoid height was determined by GEOID03.
 GX0012
 GX0012.The dynamic height is computed by dividing the NAVD 88
 GX0012.geopotential number by the normal gravity value computed on the
 GX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0012.degrees latitude (g = 980.6199 gals.).
 GX0012
 GX0012.The modeled gravity was interpolated from observed gravity values.
 GX0012
 GX0012;                    North         East    Units  Estimated Accuracy
 GX0012;SPC VA S     - 1,162,620.    3,358,410.      MT  (+/- 180 meters Scaled)
 GX0012
 GX0012                          SUPERSEDED SURVEY CONTROL
 GX0012
 GX0012  NGVD 29 (??/??/92)  473.891  (m)         1554.76   (f) ADJ UNCH    1 2
 GX0012
 GX0012.Superseded values are not recommended for survey control.
 GX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0012.See file dsdata.txt to determine how the superseded data were derived.
 GX0012
 GX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB785826(NAD 83)
 GX0012_MARKER: DB = BENCH MARK DISK
 GX0012_SETTING: 66 = SET IN ROCK OUTCROP
 GX0012_SP_SET: ROCK CUT
 GX0012_STAMPING: B 353 1958
 GX0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0012+STABILITY: POSITION/ELEVATION WELL
 GX0012
 GX0012  HISTORY     - Date     Condition        Report By
 GX0012  HISTORY     - 1958     MONUMENTED       CGS
 GX0012  HISTORY     - 1958     GOOD             NGS
 GX0012
 GX0012                          STATION DESCRIPTION
 GX0012
 GX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0012'2 MI SW FROM CALLAGHAN.
 GX0012'ABOUT 2.05 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GX0012'FROM THE STATION AT CALLAGHAN, 0.3 MILE WEST OF MILEPOST 297, 0.2
 GX0012'MILE EAST OF A GRADED ROAD CROSSING, ON THE OUTSIDE AND NEAR THE
 GX0012'EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST,
 GX0012'17 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET
 GX0012'VERTICALLY IN THE NORTH FACE OF A LONG HIGH ROCK CUT, 42 FEET WEST
 GX0012'OF THE EAST END OF THE CUT, 3 FEET ABOVE THE GROUND, AND ABOUT
 GX0012'1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1456 ***********************************************************************
 GX1456  DESIGNATION -  B 36
 GX1456  PID         -  GX1456
 GX1456  STATE/COUNTY-  VA/BLAND
 GX1456  USGS QUAD   -  BIG BEND (1977)
 GX1456
 GX1456                         *CURRENT SURVEY CONTROL
 GX1456  ___________________________________________________________________
 GX1456* NAD 83(1986)-  37 05 56.     (N)    081 07 42.     (W)     SCALED    
 GX1456* NAVD 88     -       749.443  (meters)    2458.80   (feet)  ADJUSTED  
 GX1456  ___________________________________________________________________
 GX1456  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1456  DYNAMIC HT  -         748.755 (meters)    2456.54  (feet)  COMP
 GX1456  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 GX1456
 GX1456  VERT ORDER  -  FIRST     CLASS II
 GX1456
 GX1456.The horizontal coordinates were scaled from a topographic map and have
 GX1456.an estimated accuracy of +/- 6 seconds.
 GX1456
 GX1456.The orthometric height was determined by differential leveling
 GX1456.and adjusted by the National Geodetic Survey in June 1991..
 GX1456
 GX1456.The geoid height was determined by GEOID03.
 GX1456
 GX1456.The dynamic height is computed by dividing the NAVD 88
 GX1456.geopotential number by the normal gravity value computed on the
 GX1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1456.degrees latitude (g = 980.6199 gals.).
 GX1456
 GX1456.The modeled gravity was interpolated from observed gravity values.
 GX1456
 GX1456;                    North         East    Units  Estimated Accuracy
 GX1456;SPC VA S     - 1,088,210.    3,266,390.      MT  (+/- 180 meters Scaled)
 GX1456
 GX1456                          SUPERSEDED SURVEY CONTROL
 GX1456
 GX1456  NGVD 29 (??/??/92)  749.503  (m)         2458.99   (f) ADJ UNCH    1 2
 GX1456
 GX1456.Superseded values are not recommended for survey control.
 GX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1456.See file dsdata.txt to determine how the superseded data were derived.
 GX1456
 GX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB885058(NAD 83)
 GX1456_MARKER: DB = BENCH MARK DISK
 GX1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1456_SP_SET: BRIDGE
 GX1456_STAMPING: 2459.214 B 36 1934
 GX1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1456
 GX1456  HISTORY     - Date     Condition        Report By
 GX1456  HISTORY     - 1934     MONUMENTED       CGS
 GX1456  HISTORY     - 1935     GOOD             NGS
 GX1456  HISTORY     - 1963     GOOD             NGS
 GX1456  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1456
 GX1456                          STATION DESCRIPTION
 GX1456
 GX1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1456'0.7 MI SW FROM BLAND.
 GX1456'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 GX1456'STATE HIGHWAY 98 AT BLAND, BLAND COUNTY, AT A CONCRETE BRIDGE
 GX1456'OVER A CREEK, IN THE TOP OF THE SOUTHEAST WHEEL GUARD, 4 FEET
 GX1456'NORTHEAST OF THE SOUTHWEST END, AND ABOUT 1 FOOT HIGHER THAN THE
 GX1456'HIGHWAY.  A STANDARD DISK, STAMPED 2459.214 B 36 1934.  NOTE-- THE
 GX1456'DISK HAS BEEN HIT WITH A HAMMER OF SOME TYPE AND PART OF THE
 GX1456'STAMPING IN NOT LEGIBLE.
 GX1456
 GX1456                          STATION RECOVERY (1963)
 GX1456
 GX1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1456'RECOVERED IN GOOD CONDITION.
 GX1456
 GX1456                          STATION RECOVERY (1984)
 GX1456
 GX1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1456'NOT RECOVERED, MARK WAS DESTROYED BY CONSTRUCTION OF INTERSTATE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1457 ***********************************************************************
 GX1457  DESIGNATION -  B 36 RESET 1968
 GX1457  PID         -  GX1457
 GX1457  STATE/COUNTY-  VA/BLAND
 GX1457  USGS QUAD   -  BIG BEND (1977)
 GX1457
 GX1457                         *CURRENT SURVEY CONTROL
 GX1457  ___________________________________________________________________
 GX1457* NAD 83(1986)-  37 05 56.     (N)    081 07 42.     (W)     SCALED    
 GX1457* NAVD 88     -       748.54   (meters)    2455.8    (feet)  RESET     
 GX1457  ___________________________________________________________________
 GX1457  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1457
 GX1457  VERT ORDER  -  THIRD
 GX1457
 GX1457.The horizontal coordinates were scaled from a topographic map and have
 GX1457.an estimated accuracy of +/- 6 seconds.
 GX1457
 GX1457.The orthometric height was computed from unverified reset data.
 GX1457.No vertical observational check was made to the station.
 GX1457
 GX1457.The geoid height was determined by GEOID03.
 GX1457
 GX1457;                    North         East    Units  Estimated Accuracy
 GX1457;SPC VA S     - 1,088,210.    3,266,390.      MT  (+/- 180 meters Scaled)
 GX1457
 GX1457                          SUPERSEDED SURVEY CONTROL
 GX1457
 GX1457  NGVD 29 (??/??/??)  748.60   (m)         2456.0    (f) RESET       3  
 GX1457
 GX1457.Superseded values are not recommended for survey control.
 GX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1457.See file dsdata.txt to determine how the superseded data were derived.
 GX1457
 GX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB885058(NAD 83)
 GX1457_MARKER: DD = SURVEY DISK
 GX1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1457_STAMPING: B 36 RESET 1968
 GX1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1457+STABILITY: SURFACE MOTION
 GX1457
 GX1457  HISTORY     - Date     Condition        Report By
 GX1457  HISTORY     - 1968     MONUMENTED       VADH
 GX1457  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1457
 GX1457                          STATION DESCRIPTION
 GX1457
 GX1457'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 GX1457'0.4 MI SW FROM BLAND.
 GX1457'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 21 FROM THE JUNCTION OF
 GX1457'STATE HIGHWAY 98 AT BLAND, 27 FEET NORTH OF THE CENTER LINE OF
 GX1457'STATE HIGHWAY 98, 45 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GX1457'BRICK BUILDING HOUSING THE BLAND HOSIERY MILL, 4 FEET SOUTH OF
 GX1457'A 18 INCH MAPLE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX1457'6 INCHES ABOVE THE GROUND.
 GX1457
 GX1457                          STATION RECOVERY (1984)
 GX1457
 GX1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1457'NOT RECOVERED, FOUND ONLY BROKEN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB7221 ***********************************************************************
 AB7221  DESIGNATION -  B 364 RESET
 AB7221  PID         -  AB7221
 AB7221  STATE/COUNTY-  VA/PITTSYLVANIA
 AB7221  USGS QUAD   -  RINGGOLD (1985)
 AB7221
 AB7221                         *CURRENT SURVEY CONTROL
 AB7221  ___________________________________________________________________
 AB7221* NAD 83(1986)-  36 34 33.     (N)    079 20 24.     (W)     SCALED    
 AB7221* NAVD 88     -       175.40   (+/-2cm)     575.5    (feet)  VERTCON   
 AB7221  ___________________________________________________________________
 AB7221  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AB7221
 AB7221  VERT ORDER  -  THIRD (See Below)
 AB7221
 AB7221.This mark is at Danville Airport (DAN)
 AB7221
 AB7221.The horizontal coordinates were scaled from a topographic map and have
 AB7221.an estimated accuracy of +/- 6 seconds.
 AB7221
 AB7221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB7221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB7221.The vertical order pertains to the NGVD 29 superseded value.
 AB7221
 AB7221.The geoid height was determined by GEOID03.
 AB7221
 AB7221;                    North         East    Units  Estimated Accuracy
 AB7221;SPC VA S     - 1,027,250.    3,424,820.      MT  (+/- 180 meters Scaled)
 AB7221
 AB7221                          SUPERSEDED SURVEY CONTROL
 AB7221
 AB7221  NGVD 29 (03/21/06)  175.63   (m)          576.2    (f) RESET       3  
 AB7221
 AB7221.Superseded values are not recommended for survey control.
 AB7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7221.See file dsdata.txt to determine how the superseded data were derived.
 AB7221
 AB7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA485491(NAD 83)
 AB7221_MARKER: DV = VERTICAL CONTROL DISK
 AB7221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7221_STAMPING: B 364 1959 RESET 1993
 AB7221_MARK LOGO: NGS   
 AB7221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7221+STABILITY: SURFACE MOTION
 AB7221
 AB7221  HISTORY     - Date     Condition        Report By
 AB7221  HISTORY     - 1993     MONUMENTED       VADHT
 AB7221
 AB7221                          STATION DESCRIPTION
 AB7221
 AB7221'DESCRIBED BY VA DEPT HWYS-TRANSP 1993 (WAM)
 AB7221'ABOUT 2.1 MILES (3.4 KM) EAST ALONG US HIGHWAY 58 FROM THE DANVILLE
 AB7221'OLD EAST CITY LIMITS, THENCE 0.4 MILE (0.6 KM) SOUTH ALONG AIRPORT
 AB7221'DRIVE, AT THE DANVILLE MUNICIPAL AIRPORT TO MARK SET IN GRASS AND
 AB7221'SHRUB AREA IN FRONT OF AIRPORT TERMINAL BUILDING.  MARK IS SET IN
 AB7221'CONCRETE POST RECESSED 2 INCHES BELOW GROUND, 56.0 FEET (17.1 M)
 AB7221'SOUTHEAST OF SANITARY SEWER MANHOLE, 21.4 FEET (6.5 M) EAST OF METAL
 AB7221'STREET LIGHT POLE, 30.0 FEET (9.1 M) SOUTHWEST OF NORTH CORNER POST OF
 AB7221'CANOPY, 45.5 FEET (13.9 M) NORTHWEST OF SOUTH MOST CORNER POST OF
 AB7221'CANOPY ON AIRPORT TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2809 ***********************************************************************
 HV2809  DESIGNATION -  B 365
 HV2809  PID         -  HV2809
 HV2809  STATE/COUNTY-  VA/FAIRFAX
 HV2809  USGS QUAD   -  HERNDON (1994)
 HV2809
 HV2809                         *CURRENT SURVEY CONTROL
 HV2809  ___________________________________________________________________
 HV2809* NAD 83(1986)-  38 55 27.     (N)    077 25 01.     (W)     SCALED    
 HV2809* NAVD 88     -       103.432  (meters)     339.34   (feet)  ADJUSTED  
 HV2809  ___________________________________________________________________
 HV2809  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2809  DYNAMIC HT  -         103.376 (meters)     339.16  (feet)  COMP
 HV2809  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 HV2809
 HV2809  VERT ORDER  -  SECOND    CLASS 0
 HV2809
 HV2809.The horizontal coordinates were scaled from a topographic map and have
 HV2809.an estimated accuracy of +/- 6 seconds.
 HV2809
 HV2809.The orthometric height was determined by differential leveling
 HV2809.and adjusted by the National Geodetic Survey in June 1991..
 HV2809
 HV2809.The geoid height was determined by GEOID03.
 HV2809
 HV2809.The dynamic height is computed by dividing the NAVD 88
 HV2809.geopotential number by the normal gravity value computed on the
 HV2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2809.degrees latitude (g = 980.6199 gals.).
 HV2809
 HV2809.The modeled gravity was interpolated from observed gravity values.
 HV2809
 HV2809;                    North         East    Units  Estimated Accuracy
 HV2809;SPC VA N     - 2,140,140.    3,593,920.      MT  (+/- 180 meters Scaled)
 HV2809
 HV2809                          SUPERSEDED SURVEY CONTROL
 HV2809
 HV2809  NGVD 29 (??/??/??)  103.642  (m)          340.03   (f) ADJUSTED    2 0
 HV2809
 HV2809.Superseded values are not recommended for survey control.
 HV2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2809.See file dsdata.txt to determine how the superseded data were derived.
 HV2809
 HV2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ904111(NAD 83)
 HV2809_MARKER: DB = BENCH MARK DISK
 HV2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2809_STAMPING: B 365 1958
 HV2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2809+STABILITY: SURFACE MOTION
 HV2809
 HV2809  HISTORY     - Date     Condition        Report By
 HV2809  HISTORY     - 1958     MONUMENTED       CGS
 HV2809  HISTORY     - 1960     GOOD             CGS
 HV2809
 HV2809                          STATION DESCRIPTION
 HV2809
 HV2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2809'2.4 MI N FROM CHANTILLY.
 HV2809'2.4 MILES NORTH ALONG STATE HWY. 28 (SECONDARY STATE HWY. 657)
 HV2809'FROM THE POST OFFICE IN CHANTILLY, ABOUT 1.0 MILE SOUTH OF FLORIS
 HV2809'ELEMENTARY SCHOOL.  MARK IS ABOUT 250 FEET WEST OF A TWO STORY
 HV2809'FRAME HOUSE, 75.8 FEET NORTHWEST OF POWER LINE POLE NO. 8N-8598A,
 HV2809'70.1 FEET EAST OF THE CENTERLINE INTERSECTION OF STATE HWY. 28
 HV2809'AND SECONDARY STATE HWY. 668, 59.4 FEET EAST OF THE CENTERLINE
 HV2809'OF STATE HWY. 28, 12.9 FEET WEST OF A 48-INCH WEEPING WILLOW
 HV2809'TREE AND 1.0 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS SET IN THE
 HV2809'TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 HV2809'ABOVE THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF AN IRON WITNESS
 HV2809'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7912 ***********************************************************************
 HV7912  DESIGNATION -  B 367
 HV7912  PID         -  HV7912
 HV7912  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7912  USGS QUAD   -  GUINEA (1966)
 HV7912
 HV7912                         *CURRENT SURVEY CONTROL
 HV7912  ___________________________________________________________________
 HV7912* NAD 83(1986)-  38 13 21.     (N)    077 26 07.     (W)     SCALED    
 HV7912* NAVD 88     -        29.500  (meters)      96.78   (feet)  ADJUSTED  
 HV7912  ___________________________________________________________________
 HV7912  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV7912  DYNAMIC HT  -          29.482 (meters)      96.73  (feet)  COMP
 HV7912  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 HV7912
 HV7912  VERT ORDER  -  FIRST     CLASS I
 HV7912
 HV7912.The horizontal coordinates were scaled from a topographic map and have
 HV7912.an estimated accuracy of +/- 6 seconds.
 HV7912
 HV7912.The orthometric height was determined by differential leveling
 HV7912.and adjusted by the National Geodetic Survey in June 1991..
 HV7912
 HV7912.The geoid height was determined by GEOID03.
 HV7912
 HV7912.The dynamic height is computed by dividing the NAVD 88
 HV7912.geopotential number by the normal gravity value computed on the
 HV7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7912.degrees latitude (g = 980.6199 gals.).
 HV7912
 HV7912.The modeled gravity was interpolated from observed gravity values.
 HV7912
 HV7912;                    North         East    Units  Estimated Accuracy
 HV7912;SPC VA N     - 2,062,240.    3,593,230.      MT  (+/- 180 meters Scaled)
 HV7912
 HV7912                          SUPERSEDED SURVEY CONTROL
 HV7912
 HV7912  NGVD 29 (??/??/??)   29.749  (m)           97.60   (f) ADJUSTED    1 1
 HV7912
 HV7912.Superseded values are not recommended for survey control.
 HV7912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7912.See file dsdata.txt to determine how the superseded data were derived.
 HV7912
 HV7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH868333(NAD 83)
 HV7912_MARKER: DV = VERTICAL CONTROL DISK
 HV7912_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HV7912_SP_SET: GALVANIZED STEEL ROD
 HV7912_STAMPING: B 367 1978
 HV7912_MARK LOGO: NGS   
 HV7912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7912+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7912
 HV7912  HISTORY     - Date     Condition        Report By
 HV7912  HISTORY     - 1978     MONUMENTED       NGS
 HV7912  HISTORY     - 1981     GOOD             NGS
 HV7912  HISTORY     - 1983     GOOD             NGS
 HV7912  HISTORY     - 19910828 GOOD             NGS
 HV7912  HISTORY     - 19981024 GOOD             USPSQD
 HV7912
 HV7912                          STATION DESCRIPTION
 HV7912
 HV7912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7912'7.55 MI SOUTH FROM FREDERICKSBURG.
 HV7912'5.8 MILES SOUTHEAST ALONG US HIGHWAY 17 AND STATE HIGHWAY 2 FROM
 HV7912'THE POST OFFICE AT FREDERICKSBURG, THENCE 1.75 MILES WEST ALONG
 HV7912'HIGHWAY 17 BYPASS FROM THE JUNCTION OF HIGHWAY 2. THE MARK IS LOCATED
 HV7912'IN THE SOUTH RIGHT-OF-WAY AT THE EAST END OF A METAL GUARDRAIL, 67
 HV7912'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 38 FT SOUTH OF THE
 HV7912'GUARDRAIL, 4 FT EAST OF A 10-INCH DIAMETER PINE TREE, AND 1 FT NORTH
 HV7912'OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK SET LEVEL WITH THE
 HV7912'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 HV7912
 HV7912                          STATION RECOVERY (1981)
 HV7912
 HV7912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV7912'RECOVERED IN GOOD CONDITION.
 HV7912
 HV7912                          STATION RECOVERY (1983)
 HV7912
 HV7912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7912'RECOVERED IN GOOD CONDITION.
 HV7912
 HV7912                          STATION RECOVERY (1991)
 HV7912
 HV7912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7912'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7912'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7912'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7912'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV7912'HIGHWAY 17 NORTH FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF STATE
 HV7912'ROUTE 608 (BENCHMARK ROAD) ON THE RIGHT AND CROSSROADS ROAD ON THE
 HV7912'LEFT.  CONTINUE WEST ON US HIGHWAY 17 FOR 0.1 MI (0.2 KM) TO THE MARK
 HV7912'ON THE LEFT.  THE MARK IS SET INSIDE A 4-INCH PVC PIPE WITH THREADED
 HV7912'CAP PROJECTING 1 INCH ABOVE GROUND.  0.6 FT (0.2 M) NORTH OF A
 HV7912'WEBWIRE FENCE 1.1 FT (0.3 M) WEST OF A WITNESS POST 3.3 FT (1.0 M)
 HV7912'EAST OF A 10-INCH PINE TREE 39 FT (11.9 M) SOUTH OF THE EAST END OF A
 HV7912'GUARDRAIL 43 FT (13.1 M) SOUTHEAST OF A HIGHWAY SIGN INDICATING WITH
 HV7912'ARROWS ST RT 608 LEFT AND ST RT 765 RIGHT
 HV7912
 HV7912                          STATION RECOVERY (1998)
 HV7912
 HV7912'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1529 ***********************************************************************
 GW1529  DESIGNATION -  B 369
 GW1529  PID         -  GW1529
 GW1529  STATE/COUNTY-  VA/ROANOKE
 GW1529  USGS QUAD   -  ROANOKE (1984)
 GW1529
 GW1529                         *CURRENT SURVEY CONTROL
 GW1529  ___________________________________________________________________
 GW1529* NAD 83(1986)-  37 20 51.     (N)    079 57 08.     (W)     SCALED    
 GW1529* NAVD 88     -       323.018  (meters)    1059.77   (feet)  ADJUSTED  
 GW1529  ___________________________________________________________________
 GW1529  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1529  DYNAMIC HT  -         322.753 (meters)    1058.90  (feet)  COMP
 GW1529  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 GW1529
 GW1529  VERT ORDER  -  FIRST     CLASS II
 GW1529
 GW1529.The horizontal coordinates were scaled from a topographic map and have
 GW1529.an estimated accuracy of +/- 6 seconds.
 GW1529
 GW1529.The orthometric height was determined by differential leveling
 GW1529.and adjusted by the National Geodetic Survey in June 1991..
 GW1529
 GW1529.The geoid height was determined by GEOID03.
 GW1529
 GW1529.The dynamic height is computed by dividing the NAVD 88
 GW1529.geopotential number by the normal gravity value computed on the
 GW1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1529.degrees latitude (g = 980.6199 gals.).
 GW1529
 GW1529.The modeled gravity was interpolated from observed gravity values.
 GW1529
 GW1529;                    North         East    Units  Estimated Accuracy
 GW1529;SPC VA S     - 1,113,540.    3,371,340.      MT  (+/- 180 meters Scaled)
 GW1529
 GW1529                          SUPERSEDED SURVEY CONTROL
 GW1529
 GW1529  NGVD 29 (??/??/92)  323.212  (m)         1060.40   (f) ADJ UNCH    1 2
 GW1529
 GW1529.Superseded values are not recommended for survey control.
 GW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1529.See file dsdata.txt to determine how the superseded data were derived.
 GW1529
 GW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB928339(NAD 83)
 GW1529_MARKER: DB = BENCH MARK DISK
 GW1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1529_SP_SET: CULVERT
 GW1529_STAMPING: B 369 1959
 GW1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1529
 GW1529  HISTORY     - Date     Condition        Report By
 GW1529  HISTORY     - 1959     MONUMENTED       CGS
 GW1529  HISTORY     - 1960     GOOD             NGS
 GW1529  HISTORY     - 20051125 MARK NOT FOUND   USPSQD
 GW1529
 GW1529                          STATION DESCRIPTION
 GW1529
 GW1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1529'7 MI SW FROM TROUTVILLE.
 GW1529'ABOUT 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1529'SCHOOL AT TROUTVILLE, 1.4 MILES SOUTHWEST OF THE BOTETOURT-ROANOKE
 GW1529'COUNTY LINE, 0.65 MILE SOUTHWEST OF THE HIGHWAY BRIDGE OVER
 GW1529'CARVIN CREEK, 0.15 MILE NORTHEAST OF THE JUNCTION OF STATE
 GW1529'HIGHWAY 117, 217 YARDS NORTHEAST OF STEP TO BETHANY METHODIST
 GW1529'CHURCH, 27 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 11, 0.1
 GW1529'MILE SOUTHWEST OF THE JUNCTION OF ROAD 601 LEADING NORTHWEST AND
 GW1529'A SMALL CONCRETE BRIDGE WITH BANISTERS, 32 YARDS NORTH OF THE
 GW1529'T JUNCTION OF ROAD 802 LEADING SOUTHEAST, IN TOP OF THE NORTHEAST
 GW1529'END OF THE NORTHWEST CONCRETE HEAD WALL WITH WINGWALLS FOR A
 GW1529'DOUBLE 30-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET
 GW1529'BELOW THE LEVEL OF THE HIGHWAY.
 GW1529
 GW1529                          STATION RECOVERY (1960)
 GW1529
 GW1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GW1529'RECOVERED IN GOOD CONDITION.
 GW1529
 GW1529                          STATION RECOVERY (2005)
 GW1529
 GW1529'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GW1529'PRESUMED DESTROYED WITH ROAD EXPANSION AND IMPROVEMENTS TO US 11 AND
 GW1529'PLANTATION RDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1070 ***********************************************************************
 FZ1070  DESIGNATION -  B 37
 FZ1070  PID         -  FZ1070
 FZ1070  STATE/COUNTY-  VA/WASHINGTON
 FZ1070  USGS QUAD   -  DAMASCUS (1969)
 FZ1070
 FZ1070                         *CURRENT SURVEY CONTROL
 FZ1070  ___________________________________________________________________
 FZ1070* NAD 83(1986)-  36 38 02.     (N)    081 47 00.     (W)     SCALED    
 FZ1070* NAVD 88     -       595.205  (meters)    1952.77   (feet)  ADJUSTED  
 FZ1070  ___________________________________________________________________
 FZ1070  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1070  DYNAMIC HT  -         594.643 (meters)    1950.92  (feet)  COMP
 FZ1070  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 FZ1070
 FZ1070  VERT ORDER  -  SECOND    CLASS 0
 FZ1070
 FZ1070.The horizontal coordinates were scaled from a topographic map and have
 FZ1070.an estimated accuracy of +/- 6 seconds.
 FZ1070
 FZ1070.The orthometric height was determined by differential leveling
 FZ1070.and adjusted by the National Geodetic Survey in June 1991..
 FZ1070
 FZ1070.The geoid height was determined by GEOID03.
 FZ1070
 FZ1070.The dynamic height is computed by dividing the NAVD 88
 FZ1070.geopotential number by the normal gravity value computed on the
 FZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1070.degrees latitude (g = 980.6199 gals.).
 FZ1070
 FZ1070.The modeled gravity was interpolated from observed gravity values.
 FZ1070
 FZ1070;                    North         East    Units  Estimated Accuracy
 FZ1070;SPC VA S     - 1,038,460.    3,206,400.      MT  (+/- 180 meters Scaled)
 FZ1070
 FZ1070                          SUPERSEDED SURVEY CONTROL
 FZ1070
 FZ1070  NGVD 29 (??/??/92)  595.278  (m)         1953.01   (f) ADJ UNCH    2 0
 FZ1070
 FZ1070.Superseded values are not recommended for survey control.
 FZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1070.See file dsdata.txt to determine how the superseded data were derived.
 FZ1070
 FZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA299545(NAD 83)
 FZ1070_MARKER: DB = BENCH MARK DISK
 FZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1070_STAMPING: B 37 1934
 FZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1070+STABILITY: SURFACE MOTION
 FZ1070
 FZ1070  HISTORY     - Date     Condition        Report By
 FZ1070  HISTORY     - 1934     MONUMENTED       CGS
 FZ1070  HISTORY     - 1942     GOOD             NGS
 FZ1070
 FZ1070                          STATION DESCRIPTION
 FZ1070
 FZ1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1070'AT DAMASCUS.
 FZ1070'AT DAMASCUS, WASHINGTON COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 FZ1070'78 AND U.S. HIGHWAY 58, AND 35 FEET EAST OF THE CENTERLINE OF
 FZ1070'U.S. HIGHWAY 58, 25 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 FZ1070'78, 8 FEET SOUTH OF A SIGNBOARD CORNER, AND 2 FEET NORTH OF A
 FZ1070'HIGHWAY SIGNPOST.  A STANDARD DISK, STAMPED B 37 1934 AND SET IN
 FZ1070'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ1070
 FZ1070                          STATION RECOVERY (1942)
 FZ1070
 FZ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 FZ1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0531 ***********************************************************************
 GX0531  DESIGNATION -  B 370
 GX0531  PID         -  GX0531
 GX0531  STATE/COUNTY-  VA/MONTGOMERY
 GX0531  USGS QUAD   -  RADFORD NORTH (1984)
 GX0531
 GX0531                         *CURRENT SURVEY CONTROL
 GX0531  ___________________________________________________________________
 GX0531* NAD 83(1986)-  37 07 44.     (N)    080 30 22.     (W)     SCALED    
 GX0531* NAVD 88     -       549.388  (meters)    1802.45   (feet)  ADJUSTED  
 GX0531  ___________________________________________________________________
 GX0531  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX0531  DYNAMIC HT  -         548.897 (meters)    1800.84  (feet)  COMP
 GX0531  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 GX0531
 GX0531  VERT ORDER  -  FIRST     CLASS II
 GX0531
 GX0531.The horizontal coordinates were scaled from a topographic map and have
 GX0531.an estimated accuracy of +/- 6 seconds.
 GX0531
 GX0531.The orthometric height was determined by differential leveling
 GX0531.and adjusted by the National Geodetic Survey in June 1991..
 GX0531
 GX0531.The geoid height was determined by GEOID03.
 GX0531
 GX0531.The dynamic height is computed by dividing the NAVD 88
 GX0531.geopotential number by the normal gravity value computed on the
 GX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0531.degrees latitude (g = 980.6199 gals.).
 GX0531
 GX0531.The modeled gravity was interpolated from observed gravity values.
 GX0531
 GX0531;                    North         East    Units  Estimated Accuracy
 GX0531;SPC VA S     - 1,090,180.    3,321,760.      MT  (+/- 180 meters Scaled)
 GX0531
 GX0531                          SUPERSEDED SURVEY CONTROL
 GX0531
 GX0531  NGVD 29 (??/??/92)  549.494  (m)         1802.80   (f) ADJ UNCH    1 2
 GX0531
 GX0531.Superseded values are not recommended for survey control.
 GX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0531.See file dsdata.txt to determine how the superseded data were derived.
 GX0531
 GX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB438092(NAD 83)
 GX0531_MARKER: DB = BENCH MARK DISK
 GX0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0531_SP_SET: CULVERT
 GX0531_STAMPING: B 370 1959
 GX0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0531
 GX0531  HISTORY     - Date     Condition        Report By
 GX0531  HISTORY     - 1959     MONUMENTED       CGS
 GX0531
 GX0531                          STATION DESCRIPTION
 GX0531
 GX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0531'3.1 MI E FROM RADFORD.
 GX0531'3.1 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GX0531'RADFORD, 110 YARDS WEST OF A 45-FOOT CONCRETE BRIDGE WITH CONCRETE
 GX0531'BANISTERS OVER PLUM CREEK, 290 YARDS EAST OF HISTORICAL SIGN
 GX0531'READING INGLES FERRY ROAD IN JUNCTION OF TRIANGLE FORMED BY
 GX0531'HIGHWAY 11 AND HIGHWAY 688 LEADING SOUTHWEST, 33 FEET SOUTH OF
 GX0531'THE CENTER LINE OF HIGHWAY 11, IN TOP OF THE EAST END OF THE
 GX0531'SOUTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT, AND ABOUT LEVEL
 GX0531'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0243 ***********************************************************************
 GX0243  DESIGNATION -  B 371
 GX0243  PID         -  GX0243
 GX0243  STATE/COUNTY-  VA/MONTGOMERY
 GX0243  USGS QUAD   -  ELLISTON (1972)
 GX0243
 GX0243                         *CURRENT SURVEY CONTROL
 GX0243  ___________________________________________________________________
 GX0243* NAD 83(1986)-  37 10 21.     (N)    080 14 34.     (W)     SCALED    
 GX0243* NAVD 88     -       428.886  (meters)    1407.10   (feet)  ADJUSTED  
 GX0243  ___________________________________________________________________
 GX0243  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GX0243  DYNAMIC HT  -         428.516 (meters)    1405.89  (feet)  COMP
 GX0243  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 GX0243
 GX0243  VERT ORDER  -  FIRST     CLASS II
 GX0243
 GX0243.The horizontal coordinates were scaled from a topographic map and have
 GX0243.an estimated accuracy of +/- 6 seconds.
 GX0243
 GX0243.The orthometric height was determined by differential leveling
 GX0243.and adjusted by the National Geodetic Survey in June 1991..
 GX0243
 GX0243.The geoid height was determined by GEOID03.
 GX0243
 GX0243.The dynamic height is computed by dividing the NAVD 88
 GX0243.geopotential number by the normal gravity value computed on the
 GX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0243.degrees latitude (g = 980.6199 gals.).
 GX0243
 GX0243.The modeled gravity was interpolated from observed gravity values.
 GX0243
 GX0243;                    North         East    Units  Estimated Accuracy
 GX0243;SPC VA S     - 1,094,550.    3,345,240.      MT  (+/- 180 meters Scaled)
 GX0243
 GX0243                          SUPERSEDED SURVEY CONTROL
 GX0243
 GX0243  NGVD 29 (??/??/92)  429.031  (m)         1407.58   (f) ADJ UNCH    1 2
 GX0243
 GX0243.Superseded values are not recommended for survey control.
 GX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0243.See file dsdata.txt to determine how the superseded data were derived.
 GX0243
 GX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB672142(NAD 83)
 GX0243_MARKER: DB = BENCH MARK DISK
 GX0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0243_SP_SET: CULVERT
 GX0243_STAMPING: B 371 1959
 GX0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0243
 GX0243  HISTORY     - Date     Condition        Report By
 GX0243  HISTORY     - 1959     MONUMENTED       CGS
 GX0243
 GX0243                          STATION DESCRIPTION
 GX0243
 GX0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0243'0.8 MI E FROM SHAWSVILLE.
 GX0243'0.85 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE BANK AT SHAWSVILLE,
 GX0243'AT THE JUNCTION OF ROAD NO 753 LEADING NORTHWEST, 55 FEET SOUTHWEST
 GX0243'OF A SMALL TRAFFIC ISLAND IN THE JUNCTION OF ROAD LEADING
 GX0243'NORTHWEST, 21 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST
 GX0243'LANES OF THE HIGHWAY, IN TOP OF THE NORTHWEST CONCRETE WING WALL
 GX0243'OF A 15-INCH SKEW PIPE CULVERT UNDER THE HIGHWAY, 1.3 FEET NORTHWEST
 GX0243'OF THE NORTHWEST EDGE OF NORTHWEST CONCRETE HEAD WALL OF SAME
 GX0243'CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  ABOUT
 GX0243'0.4 MILE SOUTHWEST OF THE BRIDGE OVER THE SOUTH FORK OF ROANOKE
 GX0243'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1142 ***********************************************************************
 GA1142  DESIGNATION -  B 37=1463
 GA1142  PID         -  GA1142
 GA1142  STATE/COUNTY-  VA/WISE
 GA1142  USGS QUAD   -  BIG STONE GAP (1991)
 GA1142
 GA1142                         *CURRENT SURVEY CONTROL
 GA1142  ___________________________________________________________________
 GA1142* NAD 83(1986)-  36 51 13.     (N)    082 48 25.     (W)     SCALED    
 GA1142* NAVD 88     -       445.617  (meters)    1462.00   (feet)  ADJUSTED  
 GA1142  ___________________________________________________________________
 GA1142  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1142  DYNAMIC HT  -         445.227 (meters)    1460.72  (feet)  COMP
 GA1142  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GA1142
 GA1142  VERT ORDER  -  SECOND    CLASS 0
 GA1142
 GA1142.The horizontal coordinates were scaled from a topographic map and have
 GA1142.an estimated accuracy of +/- 6 seconds.
 GA1142
 GA1142.The orthometric height was determined by differential leveling
 GA1142.and adjusted by the National Geodetic Survey in June 1991..
 GA1142
 GA1142.The geoid height was determined by GEOID03.
 GA1142
 GA1142.The dynamic height is computed by dividing the NAVD 88
 GA1142.geopotential number by the normal gravity value computed on the
 GA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1142.degrees latitude (g = 980.6199 gals.).
 GA1142
 GA1142.The modeled gravity was interpolated from observed gravity values.
 GA1142
 GA1142;                    North         East    Units  Estimated Accuracy
 GA1142;SPC VA S     - 1,066,500.    3,116,040.      MT  (+/- 180 meters Scaled)
 GA1142
 GA1142                          SUPERSEDED SURVEY CONTROL
 GA1142
 GA1142  NGVD 29 (??/??/92)  445.741  (m)         1462.40   (f) ADJ UNCH    2 0
 GA1142
 GA1142.Superseded values are not recommended for survey control.
 GA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1142.See file dsdata.txt to determine how the superseded data were derived.
 GA1142
 GA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA389801(NAD 83)
 GA1142_MARKER: DD = SURVEY DISK
 GA1142_SETTING: 66 = SET IN ROCK OUTCROP
 GA1142_SP_SET: BEDROCK
 GA1142_STAMPING: 1463 B 37 1912
 GA1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1142+STABILITY: POSITION/ELEVATION WELL
 GA1142
 GA1142  HISTORY     - Date     Condition        Report By
 GA1142  HISTORY     - 1912     MONUMENTED       USGS
 GA1142  HISTORY     - 1934     POOR             NGS
 GA1142
 GA1142                          STATION DESCRIPTION
 GA1142
 GA1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1142'AT BIG STONE GAP.
 GA1142'AT BIG STONE GAP, ABOUT 1 MILE SOUTHWEST OF THE LOUISVILLE
 GA1142'AND NASHVILLE RAILROAD STATION, IN A CUT, 15 FEET SOUTHEAST OF
 GA1142'THE TRACK, AND IN A LARGE ROCK.  A U.S. GEOLOGICAL STANDARD
 GA1142'DISK, STAMPED 1463 B 37 1912.  NOTE-- THE DISK HAS BEEN BADLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0553 ***********************************************************************
 GX0553  DESIGNATION -  B 372
 GX0553  PID         -  GX0553
 GX0553  STATE/COUNTY-  VA/PULASKI
 GX0553  USGS QUAD   -  DUBLIN (1965)
 GX0553
 GX0553                         *CURRENT SURVEY CONTROL
 GX0553  ___________________________________________________________________
 GX0553* NAD 83(1986)-  37 04 51.     (N)    080 40 14.     (W)     SCALED    
 GX0553* NAVD 88     -       627.053  (meters)    2057.26   (feet)  ADJUSTED  
 GX0553  ___________________________________________________________________
 GX0553  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0553  DYNAMIC HT  -         626.486 (meters)    2055.40  (feet)  COMP
 GX0553  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 GX0553
 GX0553  VERT ORDER  -  FIRST     CLASS II
 GX0553
 GX0553.The horizontal coordinates were scaled from a topographic map and have
 GX0553.an estimated accuracy of +/- 6 seconds.
 GX0553
 GX0553.The orthometric height was determined by differential leveling
 GX0553.and adjusted by the National Geodetic Survey in June 1991..
 GX0553
 GX0553.The geoid height was determined by GEOID03.
 GX0553
 GX0553.The dynamic height is computed by dividing the NAVD 88
 GX0553.geopotential number by the normal gravity value computed on the
 GX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0553.degrees latitude (g = 980.6199 gals.).
 GX0553
 GX0553.The modeled gravity was interpolated from observed gravity values.
 GX0553
 GX0553;                    North         East    Units  Estimated Accuracy
 GX0553;SPC VA S     - 1,085,170.    3,307,030.      MT  (+/- 180 meters Scaled)
 GX0553
 GX0553                          SUPERSEDED SURVEY CONTROL
 GX0553
 GX0553  NGVD 29 (??/??/92)  627.145  (m)         2057.56   (f) ADJ UNCH    1 2
 GX0553
 GX0553.Superseded values are not recommended for survey control.
 GX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0553.See file dsdata.txt to determine how the superseded data were derived.
 GX0553
 GX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB292038(NAD 83)
 GX0553_MARKER: DB = BENCH MARK DISK
 GX0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0553_SP_SET: CULVERT
 GX0553_STAMPING: B 372 1959
 GX0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0553
 GX0553  HISTORY     - Date     Condition        Report By
 GX0553  HISTORY     - 1959     MONUMENTED       CGS
 GX0553
 GX0553                          STATION DESCRIPTION
 GX0553
 GX0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0553'1.2 MI NE FROM NEWBERN.
 GX0553'1.25 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0553'AT NEWBERN, 0.55 MILE NORTHEAST OF NEWBERN ELEMENTARY SCHOOL,
 GX0553'108 YARDS NORTHEAST OF THE JUNCTION OF ROAD 662 LEADING SOUTHEAST
 GX0553'AND UPHILL, 60 YARDS NORTHEAST OF A SMALL CONCRETE BLACK PUMPING
 GX0553'PLANT BUILDING, 39 FEET NORTHWEST OF THE CENTER LINE OF ROAD 611,
 GX0553'8 1/2 FEET NORTHWEST OF A WIRE FENCE, 39 1/2 FEET SOUTH-SOUTHWEST
 GX0553'OF CENTER OF GATE FOR PRIVATE ROAD, 24 FEET SOUTH-SOUTHEAST OF THE
 GX0553'CENTER LINE OF A PRIVATE ROAD LEADING WEST AND SOUTHWEST TO A SMALL
 GX0553'PUMPING PLANT, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GX0553'CONCRETE HEAD WALL OF A 40-INCH PIPE CULVERT UNDER THE PRIVATE
 GX0553'ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL TO ROAD 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0580 ***********************************************************************
 GX0580  DESIGNATION -  B 373
 GX0580  PID         -  GX0580
 GX0580  STATE/COUNTY-  VA/PULASKI
 GX0580  USGS QUAD   -  DUBLIN (1965)
 GX0580
 GX0580                         *CURRENT SURVEY CONTROL
 GX0580  ___________________________________________________________________
 GX0580* NAD 83(1986)-  37 00 19.     (N)    080 44 52.     (W)     SCALED    
 GX0580* NAVD 88     -       653.422  (meters)    2143.77   (feet)  ADJUSTED  
 GX0580  ___________________________________________________________________
 GX0580  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0580  DYNAMIC HT  -         652.829 (meters)    2141.82  (feet)  COMP
 GX0580  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GX0580
 GX0580  VERT ORDER  -  FIRST     CLASS II
 GX0580
 GX0580.The horizontal coordinates were scaled from a topographic map and have
 GX0580.an estimated accuracy of +/- 6 seconds.
 GX0580
 GX0580.The orthometric height was determined by differential leveling
 GX0580.and adjusted by the National Geodetic Survey in June 1991..
 GX0580
 GX0580.The geoid height was determined by GEOID03.
 GX0580
 GX0580.The dynamic height is computed by dividing the NAVD 88
 GX0580.geopotential number by the normal gravity value computed on the
 GX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0580.degrees latitude (g = 980.6199 gals.).
 GX0580
 GX0580.The modeled gravity was interpolated from observed gravity values.
 GX0580
 GX0580;                    North         East    Units  Estimated Accuracy
 GX0580;SPC VA S     - 1,076,950.    3,299,960.      MT  (+/- 180 meters Scaled)
 GX0580
 GX0580                          SUPERSEDED SURVEY CONTROL
 GX0580
 GX0580  NGVD 29 (??/??/92)  653.514  (m)         2144.07   (f) ADJ UNCH    1 2
 GX0580
 GX0580.Superseded values are not recommended for survey control.
 GX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0580.See file dsdata.txt to determine how the superseded data were derived.
 GX0580
 GX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA224954(NAD 83)
 GX0580_MARKER: DB = BENCH MARK DISK
 GX0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0580_SP_SET: BRICK WALL
 GX0580_STAMPING: B 373 1959
 GX0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0580
 GX0580  HISTORY     - Date     Condition        Report By
 GX0580  HISTORY     - 1959     MONUMENTED       CGS
 GX0580  HISTORY     - 1975     GOOD             LOCENG
 GX0580
 GX0580                          STATION DESCRIPTION
 GX0580
 GX0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0580'AT DRAPER.
 GX0580'AT DRAPER, SET VERTICALLY IN THE NORTHEAST FACE OF THE RED BRICK
 GX0580'DRAPER ELEMENTARY SCHOOL, 1.4 FEET SOUTHEAST OF THE NORTH CORNER
 GX0580'OF THE BUILDING, 1 1/2 FEET ABOVE THE GROUND, 99 FEET SOUTH OF
 GX0580'THE CENTER LINE OF THE HIGHWAY (STATE HIGHWAY 100), AND ABOUT
 GX0580'LEVEL WITH THE HIGHWAY.
 GX0580
 GX0580                          STATION RECOVERY (1975)
 GX0580
 GX0580'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 GX0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2827 ***********************************************************************
 FZ2827  DESIGNATION -  B 374 RESET
 FZ2827  PID         -  FZ2827
 FZ2827  STATE/COUNTY-  VA/WYTHE
 FZ2827  USGS QUAD   -  WYTHEVILLE (1991)
 FZ2827
 FZ2827                         *CURRENT SURVEY CONTROL
 FZ2827  ___________________________________________________________________
 FZ2827* NAD 83(1986)-  36 57 00.     (N)    081 03 57.     (W)     SCALED    
 FZ2827* NAVD 88     -       679.91   (meters)    2230.7    (feet)  RESET     
 FZ2827  ___________________________________________________________________
 FZ2827  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FZ2827
 FZ2827  VERT ORDER  -  THIRD
 FZ2827
 FZ2827.The horizontal coordinates were scaled from a topographic map and have
 FZ2827.an estimated accuracy of +/- 6 seconds.
 FZ2827
 FZ2827.The orthometric height was computed from unverified reset data.
 FZ2827.No vertical observational check was made to the station.
 FZ2827
 FZ2827.The geoid height was determined by GEOID03.
 FZ2827
 FZ2827;                    North         East    Units  Estimated Accuracy
 FZ2827;SPC VA S     - 1,071,540.    3,271,500.      MT  (+/- 180 meters Scaled)
 FZ2827
 FZ2827                          SUPERSEDED SURVEY CONTROL
 FZ2827
 FZ2827  NGVD 29 (03/21/06)  679.99   (m)         2230.9    (f) RESET       3  
 FZ2827
 FZ2827.Superseded values are not recommended for survey control.
 FZ2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2827.See file dsdata.txt to determine how the superseded data were derived.
 FZ2827
 FZ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA941893(NAD 83)
 FZ2827_MARKER: DB = BENCH MARK DISK
 FZ2827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ2827_SP_SET: DROP INLET
 FZ2827_STAMPING: B 374 RESET 1990
 FZ2827_MARK LOGO: NGS   
 FZ2827_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2827
 FZ2827  HISTORY     - Date     Condition        Report By
 FZ2827  HISTORY     - 1990     MONUMENTED       VADHT
 FZ2827
 FZ2827                          STATION DESCRIPTION
 FZ2827
 FZ2827'DESCRIBED BY VA DEPT HWYS-TRANSP 1990
 FZ2827'1.15 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN
 FZ2827'WYTHEVILLE, 0.15 MILE EAST OF CITY LIMITS, 40 FEET NORTH OF THE
 FZ2827'CENTERLINE OF THE WEST BOUND LANES OF DIVIDED HIGHWAY 11 AND AT
 FZ2827'OUTSIDE OF CURVE, ON THE SOUTH SIDE OF A DROP INLET, 1 FOOT BELOW LEVE
 FZ2827'OF WEST BOUND LANES OF HIGHWAY 11, AND 95 FEET WEST OF EXIT ROAD FROM
 FZ2827'K-MART SHOPPING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0772 ***********************************************************************
 FZ0772  DESIGNATION -  B 375
 FZ0772  PID         -  FZ0772
 FZ0772  STATE/COUNTY-  VA/SMYTH
 FZ0772  USGS QUAD   -  ATKINS (1991)
 FZ0772
 FZ0772                         *CURRENT SURVEY CONTROL
 FZ0772  ___________________________________________________________________
 FZ0772* NAD 83(1986)-  36 52 09.     (N)    081 24 41.     (W)     SCALED    
 FZ0772* NAVD 88     -       706.228  (meters)    2317.02   (feet)  ADJUSTED  
 FZ0772  ___________________________________________________________________
 FZ0772  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FZ0772  DYNAMIC HT  -         705.565 (meters)    2314.84  (feet)  COMP
 FZ0772  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 FZ0772
 FZ0772  VERT ORDER  -  FIRST     CLASS II
 FZ0772
 FZ0772.The horizontal coordinates were scaled from a topographic map and have
 FZ0772.an estimated accuracy of +/- 6 seconds.
 FZ0772
 FZ0772.The orthometric height was determined by differential leveling
 FZ0772.and adjusted by the National Geodetic Survey in June 1991..
 FZ0772
 FZ0772.The geoid height was determined by GEOID03.
 FZ0772
 FZ0772.The dynamic height is computed by dividing the NAVD 88
 FZ0772.geopotential number by the normal gravity value computed on the
 FZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0772.degrees latitude (g = 980.6199 gals.).
 FZ0772
 FZ0772.The modeled gravity was interpolated from observed gravity values.
 FZ0772
 FZ0772;                    North         East    Units  Estimated Accuracy
 FZ0772;SPC VA S     - 1,063,470.    3,240,460.      MT  (+/- 180 meters Scaled)
 FZ0772
 FZ0772                          SUPERSEDED SURVEY CONTROL
 FZ0772
 FZ0772  NGVD 29 (??/??/92)  706.289  (m)         2317.22   (f) ADJ UNCH    1 2
 FZ0772
 FZ0772.Superseded values are not recommended for survey control.
 FZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0772.See file dsdata.txt to determine how the superseded data were derived.
 FZ0772
 FZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA633804(NAD 83)
 FZ0772_MARKER: DB = BENCH MARK DISK
 FZ0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0772_STAMPING: B 375 1959
 FZ0772_MARK LOGO: CGS   
 FZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0772+STABILITY: SURFACE MOTION
 FZ0772
 FZ0772  HISTORY     - Date     Condition        Report By
 FZ0772  HISTORY     - 1959     MONUMENTED       CGS
 FZ0772  HISTORY     - 1984     GOOD             NGS
 FZ0772  HISTORY     - 1985     GOOD             USPSQD
 FZ0772
 FZ0772                          STATION DESCRIPTION
 FZ0772
 FZ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0772'7.2 MI NE FROM MARION.
 FZ0772'ABOUT 7.25 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0772'OFFICE AT MARION, 0.85 MILE SOUTHWEST OF CEDAR BLUFF BAPTIST
 FZ0772'CHURCH, 0.45 MILE NORTHEAST OF ATKINS SCHOOL, 25 1/2 FEET
 FZ0772'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, BETWEEN TELEPHONE
 FZ0772'POLES 2460 AND 2461, IN TOP OF THE EAST END OF THE NORTH HEAD
 FZ0772'WALL OF A 12-FOOT CONCRETE CULVERT WITH PARTITION, AND ABOUT
 FZ0772'LEVEL WITH THE HIGHWAY.
 FZ0772
 FZ0772                          STATION RECOVERY (1984)
 FZ0772
 FZ0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0772'RECOVERED IN GOOD CONDITION.
 FZ0772
 FZ0772                          STATION RECOVERY (1985)
 FZ0772
 FZ0772'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0302 ***********************************************************************
 GA0302  DESIGNATION -  B 376
 GA0302  PID         -  GA0302
 GA0302  STATE/COUNTY-  VA/WASHINGTON
 GA0302  USGS QUAD   -  WYNDALE (1991)
 GA0302
 GA0302                         *CURRENT SURVEY CONTROL
 GA0302  ___________________________________________________________________
 GA0302* NAD 83(1986)-  36 38 37.     (N)    082 05 55.     (W)     SCALED    
 GA0302* NAVD 88     -       569.615  (meters)    1868.81   (feet)  ADJUSTED  
 GA0302  ___________________________________________________________________
 GA0302  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 GA0302  DYNAMIC HT  -         569.090 (meters)    1867.09  (feet)  COMP
 GA0302  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 GA0302
 GA0302  VERT ORDER  -  FIRST     CLASS II
 GA0302
 GA0302.The horizontal coordinates were scaled from a topographic map and have
 GA0302.an estimated accuracy of +/- 6 seconds.
 GA0302
 GA0302.The orthometric height was determined by differential leveling
 GA0302.and adjusted by the National Geodetic Survey in June 1991..
 GA0302.WARNING-Repeat measurements at this control monument indicate possible
 GA0302.vertical movement.
 GA0302
 GA0302.The geoid height was determined by GEOID03.
 GA0302
 GA0302.The dynamic height is computed by dividing the NAVD 88
 GA0302.geopotential number by the normal gravity value computed on the
 GA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0302.degrees latitude (g = 980.6199 gals.).
 GA0302
 GA0302.The modeled gravity was interpolated from observed gravity values.
 GA0302
 GA0302;                    North         East    Units  Estimated Accuracy
 GA0302;SPC VA S     - 1,040,570.    3,178,260.      MT  (+/- 180 meters Scaled)
 GA0302
 GA0302                          SUPERSEDED SURVEY CONTROL
 GA0302
 GA0302  NGVD 29 (??/??/92)  569.718  (m)         1869.15   (f) ADJ UNCH    1 2
 GA0302
 GA0302.Superseded values are not recommended for survey control.
 GA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0302.See file dsdata.txt to determine how the superseded data were derived.
 GA0302
 GA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA017559(NAD 83)
 GA0302_MARKER: DB = BENCH MARK DISK
 GA0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0302_SP_SET: CULVERT
 GA0302_STAMPING: B 376 1959
 GA0302_MARK LOGO: CGS   
 GA0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0302
 GA0302  HISTORY     - Date     Condition        Report By
 GA0302  HISTORY     - 1959     MONUMENTED       CGS
 GA0302  HISTORY     - 1984     GOOD             NGS
 GA0302
 GA0302                          STATION DESCRIPTION
 GA0302
 GA0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0302'6.6 MI NE FROM BRISTOL.
 GA0302'6.55 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 GA0302'OFFICE AT BRISTOL, 2.35 MILES NORTHEAST OF THE NORFOLK AND
 GA0302'WESTERN RAILWAY OVERPASS OVER THE HIGHWAY, 27 FEET SOUTHEAST
 GA0302'OF THE CENTERLINE OF THE HIGHWAY (THREE LANES), 50 YARDS NORTHEAST
 GA0302'OF THE NORTHEAST END OF A CURVE WITH TANGENTS EXTENDING NORTHEAST
 GA0302'AND SOUTHWEST, BETWEEN POLES 340 AND 339, IN TOP OF THE NORTHEAST
 GA0302'END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT,
 GA0302'AND ABOUT LEVEL WITH THE HIGHWAY.
 GA0302
 GA0302                          STATION RECOVERY (1984)
 GA0302
 GA0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0302'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 8.7 KM (5.4 MI)
 GA0302'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE HIGHWAY 113
 GA0302'IN BRISTOL TO THE MARK ON THE RIGHT, BETWEEN POWER POLES 340 AND 339,
 GA0302'8.2 METERS (27.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 GA0302'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1164 ***********************************************************************
 FZ1164  DESIGNATION -  B 377
 FZ1164  PID         -  FZ1164
 FZ1164  STATE/COUNTY-  VA/WASHINGTON
 FZ1164  USGS QUAD   -  CHILHOWIE (1978)
 FZ1164
 FZ1164                         *CURRENT SURVEY CONTROL
 FZ1164  ___________________________________________________________________
 FZ1164* NAD 83(1986)-  36 47 07.     (N)    081 43 42.     (W)     SCALED    
 FZ1164* NAVD 88     -       604.470  (meters)    1983.17   (feet)  ADJUSTED  
 FZ1164  ___________________________________________________________________
 FZ1164  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1164  DYNAMIC HT  -         603.913 (meters)    1981.34  (feet)  COMP
 FZ1164  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 FZ1164
 FZ1164  VERT ORDER  -  FIRST     CLASS II
 FZ1164
 FZ1164.The horizontal coordinates were scaled from a topographic map and have
 FZ1164.an estimated accuracy of +/- 6 seconds.
 FZ1164
 FZ1164.The orthometric height was determined by differential leveling
 FZ1164.and adjusted by the National Geodetic Survey in June 1991..
 FZ1164
 FZ1164.The geoid height was determined by GEOID03.
 FZ1164
 FZ1164.The dynamic height is computed by dividing the NAVD 88
 FZ1164.geopotential number by the normal gravity value computed on the
 FZ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1164.degrees latitude (g = 980.6199 gals.).
 FZ1164
 FZ1164.The modeled gravity was interpolated from observed gravity values.
 FZ1164
 FZ1164;                    North         East    Units  Estimated Accuracy
 FZ1164;SPC VA S     - 1,055,080.    3,211,890.      MT  (+/- 180 meters Scaled)
 FZ1164
 FZ1164                          SUPERSEDED SURVEY CONTROL
 FZ1164
 FZ1164  NGVD 29 (??/??/92)  604.570  (m)         1983.49   (f) ADJ UNCH    1 2
 FZ1164
 FZ1164.Superseded values are not recommended for survey control.
 FZ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1164.See file dsdata.txt to determine how the superseded data were derived.
 FZ1164
 FZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA350713(NAD 83)
 FZ1164_MARKER: DB = BENCH MARK DISK
 FZ1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1164_SP_SET: CONCRETE BASIN
 FZ1164_STAMPING: B 377 1959
 FZ1164_MARK LOGO: CGS   
 FZ1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1164
 FZ1164  HISTORY     - Date     Condition        Report By
 FZ1164  HISTORY     - 1959     MONUMENTED       CGS
 FZ1164  HISTORY     - 1984     GOOD             NGS
 FZ1164
 FZ1164                          STATION DESCRIPTION
 FZ1164
 FZ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1164'3 MI SW FROM CHILHOWIE.
 FZ1164'ABOUT 2.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE TOWN
 FZ1164'HALL AT CHILHOWIE, 0.4 MILE NORTHEAST OF THE HIGHWAY BRIDGE OVER
 FZ1164'HUTTON CREEK AND THE INTERSECTION OF ROAD NO. 751, ABOUT 110 YARDS
 FZ1164'SOUTH OF AN OLD TWO-STORY BRICK FARM HOUSE, 35 FEET NORTH OF THE
 FZ1164'CENTER LINE OF THE NORTHEAST BOUND LANES OF THE DIVIDED HIGHWAY,
 FZ1164'30 FEET SOUTH OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES OF
 FZ1164'THE HIGHWAY, 67 FEET WEST OF THE CENTER OF A CROSSOVER BETWEEN
 FZ1164'LANES, AT ABOUT RIGHT ANGLE AND ACROSS THE SOUTHWEST BOUND LANES
 FZ1164'FROM TELEPHONE POLE 3315, IN TOP OF THE NORTHWEST CORNER OF A 2-BY
 FZ1164'5-FOOT CONCRETE CATCH BASIN WITH A SQUARE VDH IRON LID, AND ABOUT
 FZ1164'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FZ1164
 FZ1164                          STATION RECOVERY (1984)
 FZ1164
 FZ1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1164'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 5.5 KM (3.45 MI)
 FZ1164'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE TOWN HALL IN CHILHOWIE,
 FZ1164'THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG A SERVICE ROAD TO THE MARK ON
 FZ1164'THE LEFT, IN THE NORTHWEST CORNER OF A CATCH BASIN WITH AN IRON LID,
 FZ1164'10.6 METERS (35.0 FT) NORTH OF THE CENTER OF THE SERVICE ROAD,
 FZ1164'100.5 METERS (330.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A TWO STORY
 FZ1164'BRICK HOUSE.
 FZ1164'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 FZ1164'THE MARK IS 0.45 M BELOW SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0230 ***********************************************************************
 GV0230  DESIGNATION -  B 378
 GV0230  PID         -  GV0230
 GV0230  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0230  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0230
 GV0230                         *CURRENT SURVEY CONTROL
 GV0230  ___________________________________________________________________
 GV0230* NAD 83(1986)-  37 05 01.     (N)    076 27 13.     (W)     SCALED    
 GV0230* NAVD 88     -         9.002  (meters)      29.53   (feet)  ADJUSTED  
 GV0230  ___________________________________________________________________
 GV0230  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 GV0230  DYNAMIC HT  -           8.996 (meters)      29.51  (feet)  COMP
 GV0230  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 GV0230
 GV0230  VERT ORDER  -  SECOND    CLASS 0
 GV0230
 GV0230.The horizontal coordinates were scaled from a topographic map and have
 GV0230.an estimated accuracy of +/- 6 seconds.
 GV0230
 GV0230.The orthometric height was determined by differential leveling
 GV0230.and adjusted by the National Geodetic Survey in June 1991..
 GV0230
 GV0230.The geoid height was determined by GEOID03.
 GV0230
 GV0230.The dynamic height is computed by dividing the NAVD 88
 GV0230.geopotential number by the normal gravity value computed on the
 GV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0230.degrees latitude (g = 980.6199 gals.).
 GV0230
 GV0230.The modeled gravity was interpolated from observed gravity values.
 GV0230
 GV0230;                    North         East    Units  Estimated Accuracy
 GV0230;SPC VA S     - 1,085,230.    3,681,930.      MT  (+/- 180 meters Scaled)
 GV0230
 GV0230                          SUPERSEDED SURVEY CONTROL
 GV0230
 GV0230  NGVD 29 (??/??/??)    9.243  (m)           30.32   (f) ADJUSTED    2 0
 GV0230
 GV0230.Superseded values are not recommended for survey control.
 GV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0230.See file dsdata.txt to determine how the superseded data were derived.
 GV0230
 GV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG708051(NAD 83)
 GV0230_MARKER: DB = BENCH MARK DISK
 GV0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0230_SP_SET: BRIDGE
 GV0230_STAMPING: B 378 1959
 GV0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0230
 GV0230  HISTORY     - Date     Condition        Report By
 GV0230  HISTORY     - 1959     MONUMENTED       CGS
 GV0230  HISTORY     - 1974     GOOD             LOCSUR
 GV0230
 GV0230                          STATION DESCRIPTION
 GV0230
 GV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0230'7.5 MI NW FROM HAMPTON.
 GV0230'7.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0230'OVER KING STREET AT HAMPTON, 30 FEET SOUTHWEST OF THE CENTER LINE
 GV0230'OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, SET VERTICALLY IN
 GV0230'THE NORTHEAST FACE OF CENTER COLUMN OF THE SOUTHWEST PIER OF
 GV0230'OVERPASS OF HARPERSVILLE ROAD OVER INTERSTATE HIGHWAY 64, 2 1/2
 GV0230'FEET ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 GV0230'HIGHWAY.
 GV0230
 GV0230                          STATION RECOVERY (1974)
 GV0230
 GV0230'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3510 ***********************************************************************
 GV3510  DESIGNATION -  B 378 RESET
 GV3510  PID         -  GV3510
 GV3510  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV3510  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV3510
 GV3510                         *CURRENT SURVEY CONTROL
 GV3510  ___________________________________________________________________
 GV3510* NAD 83(1986)-  37 05 01.     (N)    076 27 13.     (W)     SCALED    
 GV3510* NAVD 88     -         9.13   (meters)      30.0    (feet)  RESET     
 GV3510  ___________________________________________________________________
 GV3510  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 GV3510
 GV3510  VERT ORDER  -  THIRD
 GV3510
 GV3510.The horizontal coordinates were scaled from a topographic map and have
 GV3510.an estimated accuracy of +/- 6 seconds.
 GV3510
 GV3510.The orthometric height was computed from unverified reset data.
 GV3510.No vertical observational check was made to the station.
 GV3510
 GV3510.The geoid height was determined by GEOID03.
 GV3510
 GV3510;                    North         East    Units  Estimated Accuracy
 GV3510;SPC VA S     - 1,085,230.    3,681,930.      MT  (+/- 180 meters Scaled)
 GV3510
 GV3510                          SUPERSEDED SURVEY CONTROL
 GV3510
 GV3510  NGVD 29 (??/??/??)    9.37   (m)           30.7    (f) RESET       3  
 GV3510
 GV3510.Superseded values are not recommended for survey control.
 GV3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3510.See file dsdata.txt to determine how the superseded data were derived.
 GV3510
 GV3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG708051(NAD 83)
 GV3510_MARKER: DB = BENCH MARK DISK
 GV3510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV3510_SP_SET: CONCRETE WALL
 GV3510_STAMPING: B 378 RESET 1979
 GV3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3510
 GV3510  HISTORY     - Date     Condition        Report By
 GV3510  HISTORY     - 1979     MONUMENTED       VADH
 GV3510  HISTORY     - 1979     GOOD             VADH
 GV3510
 GV3510                          STATION DESCRIPTION
 GV3510
 GV3510'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1979
 GV3510'7.5 MI NW FROM HAMPTON.
 GV3510'7.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV3510'OVER KING STREET AT HAMPTON, 30 FEET SOUTHWEST OF THE CENTER LINE
 GV3510'OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, SET HORIZONTAL IN
 GV3510'TOP OF CONCRETE WALL NEAR THE NORTHEAST FACE OF CENTER COLUMM OF
 GV3510'THE SOUTHWEST PIER OF OVERPASS.
 GV3510
 GV3510                          STATION RECOVERY (1979)
 GV3510
 GV3510'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1979
 GV3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0317 ***********************************************************************
 FX0317  DESIGNATION -  B 379
 FX0317  PID         -  FX0317
 FX0317  STATE/COUNTY-  VA/C OF NORFOLK
 FX0317  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0317
 FX0317                         *CURRENT SURVEY CONTROL
 FX0317  ___________________________________________________________________
 FX0317* NAD 83(1986)-  36 46 20.     (N)    076 21 23.     (W)     SCALED    
 FX0317* NAVD 88     -         4.942  (meters)      16.21   (feet)  POSTED    
 FX0317  ___________________________________________________________________
 FX0317  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX0317  DYNAMIC HT  -           4.940 (meters)      16.21  (feet)  COMP
 FX0317  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 FX0317
 FX0317  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0317
 FX0317.The horizontal coordinates were scaled from a topographic map and have
 FX0317.an estimated accuracy of +/- 6 seconds.
 FX0317
 FX0317.The orthometric height was determined by differential leveling
 FX0317.and adjusted by the National Geodetic Survey in 1992..
 FX0317.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0317.rate of 1.1 thru 2.0 mm/km.
 FX0317
 FX0317.The geoid height was determined by GEOID03.
 FX0317
 FX0317.The dynamic height is computed by dividing the NAVD 88
 FX0317.geopotential number by the normal gravity value computed on the
 FX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0317.degrees latitude (g = 980.6199 gals.).
 FX0317
 FX0317.The modeled gravity was interpolated from observed gravity values.
 FX0317
 FX0317;                    North         East    Units  Estimated Accuracy
 FX0317;SPC VA S     - 1,050,880.    3,691,360.      MT  (+/- 180 meters Scaled)
 FX0317
 FX0317                          SUPERSEDED SURVEY CONTROL
 FX0317
 FX0317  NGVD 29 (??/??/92)    5.201  (m)           17.06   (f) ADJ UNCH    2 0
 FX0317
 FX0317.Superseded values are not recommended for survey control.
 FX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0317.See file dsdata.txt to determine how the superseded data were derived.
 FX0317
 FX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF789704(NAD 83)
 FX0317_MARKER: DB = BENCH MARK DISK
 FX0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0317_STAMPING: B 379 1959
 FX0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0317+STABILITY: SURFACE MOTION
 FX0317
 FX0317  HISTORY     - Date     Condition        Report By
 FX0317  HISTORY     - 1959     MONUMENTED       CGS
 FX0317
 FX0317                          STATION DESCRIPTION
 FX0317
 FX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0317'3.4 MI SE FROM BOWERS HILL.
 FX0317'ABOUT 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 FX0317'OFFICE AT BOWERS HILL, THENCE ABOUT 3.3 MILES SOUTHEAST AND
 FX0317'EAST ALONG U.S. HIGHWAY 460 AND 13, 0.7 MILE WEST OF THE
 FX0317'INTERSECTION OF U.S. HIGHWAY 17, NEAR THE CENTER LINE OF GRASS
 FX0317'STRIP DIVIDING THE HIGHWAY LANES, 301 FEET NORTH OF THE CENTER
 FX0317'LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 21 FEET SOUTH OF
 FX0317'THE CENTER LINE OF THE WEST BOUND LANE, 19 FEET WEST OF THE
 FX0317'CENTER OR A CROSSOVER LANE, 81 1/2 FEET NORTHWEST OF AND ACROSS
 FX0317'THE EAST BOUND LANE FROM POWER LINE POLE 18, 38 FEET
 FX0317'NORTH-NORTHWEST OF AND ACROSS THE EAST BOUND LANE FROM THE SOUTH
 FX0317'HEAD WALL OF A PIPE CULVERT, ACROSS THE WEST BOUND LANE FROM CABLE
 FX0317'LINE POLE 15, 1 1/2 FEET EAST OF A STEEL WITNESS POST, AND SET IN
 FX0317'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1100 ***********************************************************************
 FZ1100  DESIGNATION -  B 38
 FZ1100  PID         -  FZ1100
 FZ1100  STATE/COUNTY-  VA/TAZEWELL
 FZ1100  USGS QUAD   -  BROADFORD (1978)
 FZ1100
 FZ1100                         *CURRENT SURVEY CONTROL
 FZ1100  ___________________________________________________________________
 FZ1100* NAD 83(1986)-  36 59 37.     (N)    081 39 02.     (W)     SCALED    
 FZ1100* NAVD 88     -       963.402  (meters)    3160.76   (feet)  ADJUSTED  
 FZ1100  ___________________________________________________________________
 FZ1100  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FZ1100  DYNAMIC HT  -         962.485 (meters)    3157.75  (feet)  COMP
 FZ1100  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 FZ1100
 FZ1100  VERT ORDER  -  SECOND    CLASS 0
 FZ1100
 FZ1100.The horizontal coordinates were scaled from a topographic map and have
 FZ1100.an estimated accuracy of +/- 6 seconds.
 FZ1100
 FZ1100.The orthometric height was determined by differential leveling
 FZ1100.and adjusted by the National Geodetic Survey in June 1991..
 FZ1100
 FZ1100.The geoid height was determined by GEOID03.
 FZ1100
 FZ1100.The dynamic height is computed by dividing the NAVD 88
 FZ1100.geopotential number by the normal gravity value computed on the
 FZ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1100.degrees latitude (g = 980.6199 gals.).
 FZ1100
 FZ1100.The modeled gravity was interpolated from observed gravity values.
 FZ1100
 FZ1100;                    North         East    Units  Estimated Accuracy
 FZ1100;SPC VA S     - 1,077,950.    3,219,600.      MT  (+/- 180 meters Scaled)
 FZ1100
 FZ1100                          SUPERSEDED SURVEY CONTROL
 FZ1100
 FZ1100  NGVD 29 (??/??/92)  963.473  (m)         3160.99   (f) ADJ UNCH    2 0
 FZ1100
 FZ1100.Superseded values are not recommended for survey control.
 FZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1100.See file dsdata.txt to determine how the superseded data were derived.
 FZ1100
 FZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA421943(NAD 83)
 FZ1100_MARKER: DB = BENCH MARK DISK
 FZ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1100_STAMPING: B 38 1934
 FZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1100+STABILITY: SURFACE MOTION
 FZ1100
 FZ1100  HISTORY     - Date     Condition        Report By
 FZ1100  HISTORY     - 1934     MONUMENTED       CGS
 FZ1100  HISTORY     - 1936     GOOD             NGS
 FZ1100
 FZ1100                          STATION DESCRIPTION
 FZ1100
 FZ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ1100'8.7 MI S FROM LIBERTY.
 FZ1100'8.7 MILES SOUTH ALONG STATE HIGHWAY 81 FROM LIBERTY, TAZEWELL
 FZ1100'COUNTY, AT THE SUMMIT OF CLINCH MOUNTAIN, 20 FEET SOUTH OF A PILE
 FZ1100'OF ROCKS AT THE ROADSIDE, AND 25 FEET EAST OF THE CENTERLINE OF
 FZ1100'THE HIGHWAY.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE
 FZ1100'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0380 ***********************************************************************
 FX0380  DESIGNATION -  B 380
 FX0380  PID         -  FX0380
 FX0380  STATE/COUNTY-  VA/C OF NORFOLK
 FX0380  USGS QUAD   -  LITTLE CREEK (1989)
 FX0380
 FX0380                         *CURRENT SURVEY CONTROL
 FX0380  ___________________________________________________________________
 FX0380* NAD 83(1986)-  36 52 44.     (N)    076 12 44.     (W)     SCALED    
 FX0380* NAVD 88     -         4.146  (meters)      13.60   (feet)  POSTED    
 FX0380  ___________________________________________________________________
 FX0380  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX0380  DYNAMIC HT  -           4.140 (meters)      13.58  (feet)  COMP
 FX0380  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 FX0380
 FX0380  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0380
 FX0380.The horizontal coordinates were scaled from a topographic map and have
 FX0380.an estimated accuracy of +/- 6 seconds.
 FX0380
 FX0380.The orthometric height was determined by differential leveling
 FX0380.and adjusted by the National Geodetic Survey in 1992..
 FX0380.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0380.rate of 0.0 thru 1.0 mm/km.
 FX0380
 FX0380.The geoid height was determined by GEOID03.
 FX0380
 FX0380.The dynamic height is computed by dividing the NAVD 88
 FX0380.geopotential number by the normal gravity value computed on the
 FX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0380.degrees latitude (g = 980.6199 gals.).
 FX0380
 FX0380.The modeled gravity was interpolated from observed gravity values.
 FX0380
 FX0380;                    North         East    Units  Estimated Accuracy
 FX0380;SPC VA S     - 1,063,010.    3,703,940.      MT  (+/- 180 meters Scaled)
 FX0380
 FX0380                          SUPERSEDED SURVEY CONTROL
 FX0380
 FX0380  NGVD 29 (??/??/92)    4.392  (m)           14.41   (f) ADJ UNCH    2 0
 FX0380
 FX0380.Superseded values are not recommended for survey control.
 FX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0380.See file dsdata.txt to determine how the superseded data were derived.
 FX0380
 FX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF919821(NAD 83)
 FX0380_MARKER: DB = BENCH MARK DISK
 FX0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0380_STAMPING: B 380 1959
 FX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0380+STABILITY: SURFACE MOTION
 FX0380
 FX0380  HISTORY     - Date     Condition        Report By
 FX0380  HISTORY     - 1959     MONUMENTED       CGS
 FX0380  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 FX0380  HISTORY     - 20060417 MARK NOT FOUND   GEOCAC
 FX0380
 FX0380                          STATION DESCRIPTION
 FX0380
 FX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0380'AT NORFOLK.
 FX0380'AT NORFOLK, ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 165
 FX0380'(MILITARY HIGHWAY) FROM THE INTERSECTION OF AZALEA GARDEN ROAD,
 FX0380'AT THE CROSSING OF NORFOLK AND SOUTHERN RAILWAY, 47 FEET
 FX0380'SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANE OF HIGHWAY
 FX0380'165, 115 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 FX0380'TRACK OF TWO, 5.3 FEET SOUTHWEST OF POWER LINE POLE 4276-4,
 FX0380'106 FEET WEST-NORTHWEST OF A CROSSING SIGNAL, NEAR THE EAST CORNER
 FX0380'OF LANSDALE ELEMENTARY SCHOOL GROUNDS, ABOUT LEVEL WITH THE HIGHWAY,
 FX0380'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 FX0380'GROUND.  THIS MARK CAN BE REACHED BY GOING ABOUT 1.25 MILES NORTH
 FX0380'ALONG U.S. HIGHWAY 13 FROM THE CLOVER-LEAF INTERSECTION OF U.S.
 FX0380'HIGHWAYS 13 AND 58 AT THOMAS CORNER, PRINCESS ANNE COUNTY, THENCE
 FX0380'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 165.
 FX0380
 FX0380                          STATION RECOVERY (2002)
 FX0380
 FX0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0380'MARK NOT FOUND.
 FX0380
 FX0380                          STATION RECOVERY (2006)
 FX0380
 FX0380'RECOVERY NOTE BY GEOCACHING 2006 (JKS)
 FX0380'MARK NOT FOUND. TOO MUCH ROAD AND RR MOVEMENT FOR DESCRIPTION TO BE
 FX0380'ADEQUATE. SUBMITTED BY J.K. SNYDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1874 ***********************************************************************
 GV1874  DESIGNATION -  B 381
 GV1874  PID         -  GV1874
 GV1874  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1874  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1874
 GV1874                         *CURRENT SURVEY CONTROL
 GV1874  ___________________________________________________________________
 GV1874* NAD 83(1986)-  37 09 15.     (N)    077 21 12.     (W)     SCALED    
 GV1874* NAVD 88     -        43.074  (meters)     141.32   (feet)  ADJUSTED  
 GV1874  ___________________________________________________________________
 GV1874  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 GV1874  DYNAMIC HT  -          43.042 (meters)     141.21  (feet)  COMP
 GV1874  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 GV1874
 GV1874  VERT ORDER  -  SECOND    CLASS 0
 GV1874
 GV1874.The horizontal coordinates were scaled from a topographic map and have
 GV1874.an estimated accuracy of +/- 6 seconds.
 GV1874
 GV1874.The orthometric height was determined by differential leveling
 GV1874.and adjusted by the National Geodetic Survey in June 1991..
 GV1874
 GV1874.The geoid height was determined by GEOID03.
 GV1874
 GV1874.The dynamic height is computed by dividing the NAVD 88
 GV1874.geopotential number by the normal gravity value computed on the
 GV1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1874.degrees latitude (g = 980.6199 gals.).
 GV1874
 GV1874.The modeled gravity was interpolated from observed gravity values.
 GV1874
 GV1874;                    North         East    Units  Estimated Accuracy
 GV1874;SPC VA S     - 1,091,710.    3,601,850.      MT  (+/- 180 meters Scaled)
 GV1874
 GV1874                          SUPERSEDED SURVEY CONTROL
 GV1874
 GV1874  NGVD 29 (??/??/??)   43.413  (m)          142.43   (f) ADJUSTED    2 0
 GV1874
 GV1874.Superseded values are not recommended for survey control.
 GV1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1874.See file dsdata.txt to determine how the superseded data were derived.
 GV1874
 GV1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG910145(NAD 83)
 GV1874_MARKER: DB = BENCH MARK DISK
 GV1874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1874_SP_SET: PIER LEG
 GV1874_STAMPING: B 381 1959
 GV1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1874
 GV1874  HISTORY     - Date     Condition        Report By
 GV1874  HISTORY     - 1959     MONUMENTED       CGS
 GV1874  HISTORY     - 19980609 MARK NOT FOUND   USPSQD
 GV1874  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1874
 GV1874                          STATION DESCRIPTION
 GV1874
 GV1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1874'7.6 MI SE FROM PETERSBURG.
 GV1874'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK
 GV1874'AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7
 GV1874'MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 2.7 MILES SOUTH
 GV1874'ALONG INTERSTATE HIGHWAY 95, ABOUT 0.1 MILE EAST OF U.S. HIGHWAY
 GV1874'301, SET VERTICALLY IN THE EAST FACE OF SOUTH LEG OF EAST PIER
 GV1874'OF COUNTY ROAD 626 OVERPASS OVER INTERSTATE HIGHWAY 95, AND
 GV1874'ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
 GV1874
 GV1874                          STATION RECOVERY (1998)
 GV1874
 GV1874'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1874'MARK NOT FOUND.
 GV1874
 GV1874                          STATION RECOVERY (2003)
 GV1874
 GV1874'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1874' 
 GV1874' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1498 ***********************************************************************
 FX1498  DESIGNATION -  B 382
 FX1498  PID         -  FX1498
 FX1498  STATE/COUNTY-  VA/GREENSVILLE
 FX1498  USGS QUAD   -  EMPORIA (1986)
 FX1498
 FX1498                         *CURRENT SURVEY CONTROL
 FX1498  ___________________________________________________________________
 FX1498* NAD 83(1986)-  36 43 38.     (N)    077 31 32.     (W)     SCALED    
 FX1498* NAVD 88     -        33.611  (meters)     110.27   (feet)  ADJUSTED  
 FX1498  ___________________________________________________________________
 FX1498  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 FX1498  DYNAMIC HT  -          33.586 (meters)     110.19  (feet)  COMP
 FX1498  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 FX1498
 FX1498  VERT ORDER  -  SECOND    CLASS 0
 FX1498
 FX1498.The horizontal coordinates were scaled from a topographic map and have
 FX1498.an estimated accuracy of +/- 6 seconds.
 FX1498
 FX1498.The orthometric height was determined by differential leveling
 FX1498.and adjusted by the National Geodetic Survey in June 1991..
 FX1498
 FX1498.The geoid height was determined by GEOID03.
 FX1498
 FX1498.The dynamic height is computed by dividing the NAVD 88
 FX1498.geopotential number by the normal gravity value computed on the
 FX1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1498.degrees latitude (g = 980.6199 gals.).
 FX1498
 FX1498.The modeled gravity was interpolated from observed gravity values.
 FX1498
 FX1498;                    North         East    Units  Estimated Accuracy
 FX1498;SPC VA S     - 1,044,160.    3,587,050.      MT  (+/- 180 meters Scaled)
 FX1498
 FX1498                          SUPERSEDED SURVEY CONTROL
 FX1498
 FX1498  NGVD 29 (??/??/92)   33.981  (m)          111.49   (f) ADJ UNCH    2 0
 FX1498
 FX1498.Superseded values are not recommended for survey control.
 FX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1498.See file dsdata.txt to determine how the superseded data were derived.
 FX1498
 FX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF744675(NAD 83)
 FX1498_MARKER: DB = BENCH MARK DISK
 FX1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1498_SP_SET: BRIDGE
 FX1498_STAMPING: B 382 1959
 FX1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1498
 FX1498  HISTORY     - Date     Condition        Report By
 FX1498  HISTORY     - 1959     MONUMENTED       CGS
 FX1498
 FX1498                          STATION DESCRIPTION
 FX1498
 FX1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1498'2.2 MI N FROM EMPORIA.
 FX1498'ABOUT 2.2 MILES NORTH ALONG INTERSTATE HIGHWAY 95 FROM THE
 FX1498'OVERPASS OF U.S. HIGHWAY 58 AT EMPORIA, IN THE TOP OF NORTHWEST
 FX1498'END OF SOUTHWEST ABUTMENT OF SOUTHWEST BOUND TRAFFIC BRIDGE
 FX1498'OVER THREE CREEK, 28 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 FX1498'1 FOOT WEST OF NORTHWEST RAILING AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2251 ***********************************************************************
 HV2251  DESIGNATION -  B 383
 HV2251  PID         -  HV2251
 HV2251  STATE/COUNTY-  VA/FAIRFAX
 HV2251  USGS QUAD   -  ANNANDALE (1994)
 HV2251
 HV2251                         *CURRENT SURVEY CONTROL
 HV2251  ___________________________________________________________________
 HV2251* NAD 83(1986)-  38 51 05.     (N)    077 12 50.     (W)     SCALED    
 HV2251* NAVD 88     -       103.236  (meters)     338.70   (feet)  ADJUSTED  
 HV2251  ___________________________________________________________________
 HV2251  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV2251  DYNAMIC HT  -         103.179 (meters)     338.51  (feet)  COMP
 HV2251  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 HV2251
 HV2251  VERT ORDER  -  SECOND    CLASS 0
 HV2251
 HV2251.The horizontal coordinates were scaled from a topographic map and have
 HV2251.an estimated accuracy of +/- 6 seconds.
 HV2251
 HV2251.The orthometric height was determined by differential leveling
 HV2251.and adjusted by the National Geodetic Survey in June 1991..
 HV2251
 HV2251.The geoid height was determined by GEOID03.
 HV2251
 HV2251.The dynamic height is computed by dividing the NAVD 88
 HV2251.geopotential number by the normal gravity value computed on the
 HV2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2251.degrees latitude (g = 980.6199 gals.).
 HV2251
 HV2251.The modeled gravity was interpolated from observed gravity values.
 HV2251
 HV2251;                    North         East    Units  Estimated Accuracy
 HV2251;SPC VA N     - 2,132,290.    3,611,640.      MT  (+/- 180 meters Scaled)
 HV2251
 HV2251                          SUPERSEDED SURVEY CONTROL
 HV2251
 HV2251  NGVD 29 (??/??/??)  103.470  (m)          339.47   (f) ADJUSTED    2 0
 HV2251
 HV2251.Superseded values are not recommended for survey control.
 HV2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2251.See file dsdata.txt to determine how the superseded data were derived.
 HV2251
 HV2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ078026(NAD 83)
 HV2251_MARKER: DB = BENCH MARK DISK
 HV2251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2251_SP_SET: BUILDING
 HV2251_STAMPING: B 383 1960
 HV2251_MARK LOGO: CGS   
 HV2251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2251+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 HV2251
 HV2251  HISTORY     - Date     Condition        Report By
 HV2251  HISTORY     - 1960     MONUMENTED       CGS
 HV2251  HISTORY     - 19920120 GOOD             MSI
 HV2251  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2251  HISTORY     - 20040727 GOOD             INDIV
 HV2251
 HV2251                          STATION DESCRIPTION
 HV2251
 HV2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2251'1.6 MI N FROM ANNANDALE.
 HV2251'ABOUT 1.4 MILES NORTH ALONG CIRCUMFERENTIAL HIGHWAY FROM OVERPASS
 HV2251'OF STATE HIGHWAY 236 AT ANNANDALE, THENCE ABOUT 0.25 MILE
 HV2251'SOUTHEAST ALONG GALLOWS ROAD, AT THE JUNCTION OF HEMLOCK DRIVE
 HV2251'LEADING NORTHEAST, SET VERTICALLY IN THE NORTHWEST BRICK FACE OF
 HV2251'WOODBURN SCHOOL, 3.9 FEET NORTHEAST OF THE WEST CORNER OF BUILDING,
 HV2251'AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 HV2251
 HV2251                          STATION RECOVERY (1992)
 HV2251
 HV2251'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2251'ABOUT 1.4 MILES (2.3 KM) NORTH ALONG CIRCUMFERENTIAL HIGHWAY FROM
 HV2251'OVERPASS OF STATE HIGHWAY 236 AT ANNANDALE, THENCE ABOUT 0.25 MILE
 HV2251'(0.40 KM) SOUTHEAST ALONG GALLOWS ROAD, AT THE JUNCTION OF HEMLOCK
 HV2251'DRIVE LEADING NORTHEAST, SET VERTICALLY IN THE NORTHWEST BRICK FACE
 HV2251'OF WOODBURN SCHOOL, 3.9 FEET (1.2 M) NORTHEAST OF THE WEST CORNER OF
 HV2251'BUILDING, AND 2.5 FEET (0.8 M) ABOVE THE LEVEL OF THE GROUND.
 HV2251
 HV2251                          STATION RECOVERY (1997)
 HV2251
 HV2251'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2251'MARK NOT FOUND.
 HV2251
 HV2251                          STATION RECOVERY (2004)
 HV2251
 HV2251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWH)
 HV2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3576 ***********************************************************************
 HV3576  DESIGNATION -  B 385
 HV3576  PID         -  HV3576
 HV3576  STATE/COUNTY-  VA/FAUQUIER
 HV3576  USGS QUAD   -  MARSHALL (1983)
 HV3576
 HV3576                         *CURRENT SURVEY CONTROL
 HV3576  ___________________________________________________________________
 HV3576* NAD 83(1986)-  38 52 00.     (N)    077 49 01.     (W)     SCALED    
 HV3576* NAVD 88     -       198.758  (meters)     652.09   (feet)  ADJUSTED  
 HV3576  ___________________________________________________________________
 HV3576  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3576  DYNAMIC HT  -         198.638 (meters)     651.70  (feet)  COMP
 HV3576  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 HV3576
 HV3576  VERT ORDER  -  SECOND    CLASS 0
 HV3576
 HV3576.The horizontal coordinates were scaled from a topographic map and have
 HV3576.an estimated accuracy of +/- 6 seconds.
 HV3576
 HV3576.The orthometric height was determined by differential leveling
 HV3576.and adjusted by the National Geodetic Survey in June 1991..
 HV3576
 HV3576.The geoid height was determined by GEOID03.
 HV3576
 HV3576.The dynamic height is computed by dividing the NAVD 88
 HV3576.geopotential number by the normal gravity value computed on the
 HV3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3576.degrees latitude (g = 980.6199 gals.).
 HV3576
 HV3576.The modeled gravity was interpolated from observed gravity values.
 HV3576
 HV3576;                    North         East    Units  Estimated Accuracy
 HV3576;SPC VA N     - 2,133,420.    3,559,280.      MT  (+/- 180 meters Scaled)
 HV3576
 HV3576                          SUPERSEDED SURVEY CONTROL
 HV3576
 HV3576  NGVD 29 (??/??/??)  198.966  (m)          652.77   (f) ADJUSTED    2 0
 HV3576
 HV3576.Superseded values are not recommended for survey control.
 HV3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3576.See file dsdata.txt to determine how the superseded data were derived.
 HV3576
 HV3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ555057(NAD 83)
 HV3576_MARKER: DB = BENCH MARK DISK
 HV3576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3576_SP_SET: CULVERT
 HV3576_STAMPING: B 385 1960
 HV3576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3576
 HV3576  HISTORY     - Date     Condition        Report By
 HV3576  HISTORY     - 1960     MONUMENTED       CGS
 HV3576
 HV3576                          STATION DESCRIPTION
 HV3576
 HV3576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3576'2.2 MI E FROM MARSHALL.
 HV3576'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 HV3576'AT MARSHALL, 177 YARDS EAST OF THE INTERSECTION OF ROAD 709,
 HV3576'85 YARDS EAST OF THE Y JUNCTION OF ROAD 763 LEADING SOUTHWEST,
 HV3576'18 FEET NORTH OF THE CENTER LINE OF HIGHWAY 55, IN TOP OF THE
 HV3576'WEST END OF THE NORTH CONCRETE HEAD WALL OF A PIPE CULVERT UNDER
 HV3576'HIGHWAY 55, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2526 ***********************************************************************
 HV2526  DESIGNATION -  B 386
 HV2526  PID         -  HV2526
 HV2526  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2526  USGS QUAD   -  OCCOQUAN (1994)
 HV2526
 HV2526                         *CURRENT SURVEY CONTROL
 HV2526  ___________________________________________________________________
 HV2526* NAD 83(1986)-  38 38 20.     (N)    077 17 28.     (W)     SCALED    
 HV2526* NAVD 88     -        61.603  (meters)     202.11   (feet)  ADJUSTED  
 HV2526  ___________________________________________________________________
 HV2526  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV2526  DYNAMIC HT  -          61.568 (meters)     201.99  (feet)  COMP
 HV2526  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 HV2526
 HV2526  VERT ORDER  -  SECOND    CLASS 0
 HV2526
 HV2526.The horizontal coordinates were scaled from a topographic map and have
 HV2526.an estimated accuracy of +/- 6 seconds.
 HV2526
 HV2526.The orthometric height was determined by differential leveling
 HV2526.and adjusted by the National Geodetic Survey in June 1991..
 HV2526
 HV2526.The geoid height was determined by GEOID03.
 HV2526
 HV2526.The dynamic height is computed by dividing the NAVD 88
 HV2526.geopotential number by the normal gravity value computed on the
 HV2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2526.degrees latitude (g = 980.6199 gals.).
 HV2526
 HV2526.The modeled gravity was interpolated from observed gravity values.
 HV2526
 HV2526;                    North         East    Units  Estimated Accuracy
 HV2526;SPC VA N     - 2,108,610.    3,605,240.      MT  (+/- 180 meters Scaled)
 HV2526
 HV2526                          SUPERSEDED SURVEY CONTROL
 HV2526
 HV2526  NGVD 29 (??/??/??)   61.861  (m)          202.96   (f) ADJUSTED    2 0
 HV2526
 HV2526.Superseded values are not recommended for survey control.
 HV2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2526.See file dsdata.txt to determine how the superseded data were derived.
 HV2526
 HV2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH005791(NAD 83)
 HV2526_MARKER: DB = BENCH MARK DISK
 HV2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2526_STAMPING: B 386 1960
 HV2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2526+STABILITY: SURFACE MOTION
 HV2526
 HV2526  HISTORY     - Date     Condition        Report By
 HV2526  HISTORY     - 1960     MONUMENTED       CGS
 HV2526  HISTORY     - 1962     GOOD             CGS
 HV2526  HISTORY     - 1975     GOOD             LOCENG
 HV2526
 HV2526                          STATION DESCRIPTION
 HV2526
 HV2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2526'6 MI NE FROM DUMFRIES.
 HV2526'ABOUT 3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2526'OFFICE AT DUMFRIES, THENCE ABOUT 2.1 MILES NORTHWEST ALONG
 HV2526'ROAD 638, 0.45 MILE SOUTH OF BOTTOM OF GRADES AND A PIPE CULVERT
 HV2526'FOR A CREEK BRANCH, 88 YARDS NORTH-NORTHEAST OF THE NORTHWEST
 HV2526'END OF A PIPE CULVERT UNDER ROAD 638, 85 YARDS SOUTH-SOUTHWEST
 HV2526'OF TOP OF GRADES, 19 1/2 FEET WEST-NORTHWEST OF CENTER LINE OF
 HV2526'ROAD 638, 31 1/2 FEET WEST OF AND ACROSS THE ROAD FROM A TELEPHONE
 HV2526'POLE, 74 FEET SOUTH-SOUTHWEST OF A LANE LEADING WEST AND UPHILL,
 HV2526'ABOUT 0.85 MILE NORTH OF THE JUNCTION OF ROAD 638 AND ROAD 642,
 HV2526'2 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET
 HV2526'ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 HV2526'FLUSH WITH THE GROUND.  NOTE-- THIS MARK CAN BE REACHED BY
 HV2526'GOING ABOUT 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 123 FROM
 HV2526'THE JUNCTION OF U.S. HIGHWAY 1 AT WOODBRIDGE, THENCE ABOUT
 HV2526'2.2 MILES SOUTHWEST AND WEST ALONG ROAD 639, THENCE ABOUT 1.45
 HV2526'MILES SOUTH ALONG ROAD 638.
 HV2526
 HV2526                          STATION RECOVERY (1962)
 HV2526
 HV2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2526'RECOVERED IN GOOD CONDITION.
 HV2526
 HV2526                          STATION RECOVERY (1975)
 HV2526
 HV2526'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HV2526'3500 FT. NORTH OF THE INTERSECTION OF RT 95 AND 642, ON WEST SIDE RT
 HV2526'784 1 1/2 FT. ON TOP OF RD BANK 4 1/2 FT. S. OF ON ASPHALT DRIVE W.,
 HV2526'IN FRONT OF HSE NO. 14514 TELEGRAPH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3022 ***********************************************************************
 HV3022  DESIGNATION -  B 387
 HV3022  PID         -  HV3022
 HV3022  STATE/COUNTY-  VA/STAFFORD
 HV3022  USGS QUAD   -  STAFFORD (1994)
 HV3022
 HV3022                         *CURRENT SURVEY CONTROL
 HV3022  ___________________________________________________________________
 HV3022* NAD 83(1986)-  38 28 27.     (N)    077 23 41.     (W)     SCALED    
 HV3022* NAVD 88     -         5.202  (meters)      17.07   (feet)  ADJUSTED  
 HV3022  ___________________________________________________________________
 HV3022  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV3022  DYNAMIC HT  -           5.198 (meters)      17.05  (feet)  COMP
 HV3022  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 HV3022
 HV3022  VERT ORDER  -  SECOND    CLASS 0
 HV3022
 HV3022.The horizontal coordinates were scaled from a topographic map and have
 HV3022.an estimated accuracy of +/- 6 seconds.
 HV3022
 HV3022.The orthometric height was determined by differential leveling
 HV3022.and adjusted by the National Geodetic Survey in June 1991..
 HV3022
 HV3022.The geoid height was determined by GEOID03.
 HV3022
 HV3022.The dynamic height is computed by dividing the NAVD 88
 HV3022.geopotential number by the normal gravity value computed on the
 HV3022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3022.degrees latitude (g = 980.6199 gals.).
 HV3022
 HV3022.The modeled gravity was interpolated from observed gravity values.
 HV3022
 HV3022;                    North         East    Units  Estimated Accuracy
 HV3022;SPC VA N     - 2,090,210.    3,596,440.      MT  (+/- 180 meters Scaled)
 HV3022
 HV3022                          SUPERSEDED SURVEY CONTROL
 HV3022
 HV3022  NGVD 29 (??/??/??)    5.478  (m)           17.97   (f) ADJUSTED    2 0
 HV3022
 HV3022.Superseded values are not recommended for survey control.
 HV3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3022.See file dsdata.txt to determine how the superseded data were derived.
 HV3022
 HV3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH910611(NAD 83)
 HV3022_MARKER: DB = BENCH MARK DISK
 HV3022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3022_SP_SET: BRIDGE ABUTMENT
 HV3022_STAMPING: B 387 1960
 HV3022_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3022
 HV3022  HISTORY     - Date     Condition        Report By
 HV3022  HISTORY     - 1960     MONUMENTED       CGS
 HV3022  HISTORY     - 19961010 GOOD             GEOMET
 HV3022
 HV3022                          STATION DESCRIPTION
 HV3022
 HV3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3022'4 MI NE FROM STAFFORD.
 HV3022'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 HV3022'COURTHOUSE AT STAFFORD, 24 FEET NORTHWEST OF THE CENTER LINE OF
 HV3022'THE HIGHWAY, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HV3022'ABUTMENT OF CONCRETE HIGHWAY BRIDGE OVER AQUIA CREEK, 1 FOOT
 HV3022'NORTHWEST OF THE CONCRETE BANISTER, AND ABOUT 1/2 FOOT BELOW THE
 HV3022'LEVEL OF THE HIGHWAY.
 HV3022
 HV3022                          STATION RECOVERY (1996)
 HV3022
 HV3022'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LSW)
 HV3022'ON BRIDGE ABUT.  RT I OVER AQUIA CK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3054 ***********************************************************************
 HV3054  DESIGNATION -  B 388
 HV3054  PID         -  HV3054
 HV3054  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3054  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3054
 HV3054                         *CURRENT SURVEY CONTROL
 HV3054  ___________________________________________________________________
 HV3054* NAD 83(1986)-  38 16 18.     (N)    077 29 34.     (W)     SCALED    
 HV3054* NAVD 88     -        61.910  (meters)     203.12   (feet)  ADJUSTED  
 HV3054  ___________________________________________________________________
 HV3054  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3054  DYNAMIC HT  -          61.871 (meters)     202.99  (feet)  COMP
 HV3054  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 HV3054
 HV3054  VERT ORDER  -  FIRST     CLASS I
 HV3054
 HV3054.The horizontal coordinates were scaled from a topographic map and have
 HV3054.an estimated accuracy of +/- 6 seconds.
 HV3054
 HV3054.The orthometric height was determined by differential leveling
 HV3054.and adjusted by the National Geodetic Survey in June 1991..
 HV3054
 HV3054.The geoid height was determined by GEOID03.
 HV3054
 HV3054.The dynamic height is computed by dividing the NAVD 88
 HV3054.geopotential number by the normal gravity value computed on the
 HV3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3054.degrees latitude (g = 980.6199 gals.).
 HV3054
 HV3054.The modeled gravity was interpolated from observed gravity values.
 HV3054
 HV3054;                    North         East    Units  Estimated Accuracy
 HV3054;SPC VA N     - 2,067,640.    3,588,140.      MT  (+/- 180 meters Scaled)
 HV3054
 HV3054                          SUPERSEDED SURVEY CONTROL
 HV3054
 HV3054  NGVD 29 (??/??/??)   62.158  (m)          203.93   (f) ADJUSTED    1 1
 HV3054
 HV3054.Superseded values are not recommended for survey control.
 HV3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3054.See file dsdata.txt to determine how the superseded data were derived.
 HV3054
 HV3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH819388(NAD 83)
 HV3054_MARKER: DB = BENCH MARK DISK
 HV3054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3054_SP_SET: MANHOLE AND CATCH BASIN
 HV3054_STAMPING: B 388 1960
 HV3054_MARK LOGO: CGS   
 HV3054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3054
 HV3054  HISTORY     - Date     Condition        Report By
 HV3054  HISTORY     - 1960     MONUMENTED       CGS
 HV3054  HISTORY     - 1981     GOOD             NGS
 HV3054  HISTORY     - 1983     GOOD             NGS
 HV3054  HISTORY     - 1984     GOOD             NGS
 HV3054  HISTORY     - 1988     GOOD             USPSQD
 HV3054  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3054  HISTORY     - 20050716 MARK NOT FOUND   GEOCAC
 HV3054
 HV3054                          STATION DESCRIPTION
 HV3054
 HV3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3054'1.8 MI SW FROM FREDERICKSBURG.
 HV3054'ABOUT 1.8 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 1 FROM THE
 HV3054'OVERPASS OVER STATE HIGHWAY 3 AT FREDERICKSBURG, AT THE INTERSECTION
 HV3054'OF ROAD 661, 29 1/2 FEET WEST OF THE CENTER LINE OF SOUTH-BOUND
 HV3054'LANE OF HIGHWAY 1, 83 FEET NORTHEAST OF THE CENTER LINE OF ROAD
 HV3054'661 LEADING NORTHWEST, IN TOP OF THE NORTHWEST CORNER OF A
 HV3054'4-BY 5-FOOT MANHOLE AND CATCH BASIN FOR A PIPE CULVERT, AND ABOUT
 HV3054'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HV3054
 HV3054                          STATION RECOVERY (1981)
 HV3054
 HV3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV3054'RECOVERED IN GOOD CONDITION.
 HV3054
 HV3054                          STATION RECOVERY (1983)
 HV3054
 HV3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3054'RECOVERED IN GOOD CONDITION.
 HV3054
 HV3054                          STATION RECOVERY (1984)
 HV3054
 HV3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3054'RECOVERED IN GOOD CONDITION.
 HV3054
 HV3054                          STATION RECOVERY (1988)
 HV3054
 HV3054'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDR)
 HV3054'RECOVERED IN GOOD CONDITION.
 HV3054
 HV3054                          STATION RECOVERY (1998)
 HV3054
 HV3054'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3054'MARK NOT FOUND.
 HV3054
 HV3054                          STATION RECOVERY (2005)
 HV3054
 HV3054'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3054'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1278 ***********************************************************************
 GV1278  DESIGNATION -  B 389
 GV1278  PID         -  GV1278
 GV1278  STATE/COUNTY-  VA/CAROLINE
 GV1278  USGS QUAD   -  RUTHER GLEN (1985)
 GV1278
 GV1278                         *CURRENT SURVEY CONTROL
 GV1278  ___________________________________________________________________
 GV1278* NAD 83(1986)-  37 54 47.     (N)    077 26 32.     (W)     SCALED    
 GV1278* NAVD 88     -        68.668  (meters)     225.29   (feet)  ADJUSTED  
 GV1278  ___________________________________________________________________
 GV1278  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GV1278  DYNAMIC HT  -          68.624 (meters)     225.14  (feet)  COMP
 GV1278  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 GV1278
 GV1278  VERT ORDER  -  SECOND    CLASS 0
 GV1278
 GV1278.The horizontal coordinates were scaled from a topographic map and have
 GV1278.an estimated accuracy of +/- 6 seconds.
 GV1278
 GV1278.The orthometric height was determined by differential leveling
 GV1278.and adjusted by the National Geodetic Survey in June 1991..
 GV1278
 GV1278.The geoid height was determined by GEOID03.
 GV1278
 GV1278.The dynamic height is computed by dividing the NAVD 88
 GV1278.geopotential number by the normal gravity value computed on the
 GV1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1278.degrees latitude (g = 980.6199 gals.).
 GV1278
 GV1278.The modeled gravity was interpolated from observed gravity values.
 GV1278
 GV1278;                    North         East    Units  Estimated Accuracy
 GV1278;SPC VA N     - 2,027,890.    3,593,020.      MT  (+/- 180 meters Scaled)
 GV1278
 GV1278                          SUPERSEDED SURVEY CONTROL
 GV1278
 GV1278  NGVD 29 (??/??/??)   68.951  (m)          226.22   (f) ADJUSTED    2 0
 GV1278
 GV1278.Superseded values are not recommended for survey control.
 GV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1278.See file dsdata.txt to determine how the superseded data were derived.
 GV1278
 GV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG853989(NAD 83)
 GV1278_MARKER: DB = BENCH MARK DISK
 GV1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1278_STAMPING: B 389 1960
 GV1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1278+STABILITY: SURFACE MOTION
 GV1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1278+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GV1278
 GV1278  HISTORY     - Date     Condition        Report By
 GV1278  HISTORY     - 1960     MONUMENTED       CGS
 GV1278  HISTORY     - 1974     GOOD             NGS
 GV1278  HISTORY     - 19970223 GOOD             USPSQD
 GV1278  HISTORY     - 20020323 GOOD             USPSQD
 GV1278
 GV1278                          STATION DESCRIPTION
 GV1278
 GV1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1278'1.4 MI SE FROM RUTHER GLEN.
 GV1278'ABOUT 1.45 MILES SOUTHEAST ALONG ROAD 652 FROM THE OVERPASS
 GV1278'OVER THE RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD AT
 GV1278'RUTHER GLEN, 0.9 MILE SOUTHEAST OF A WOODEN CHURCH AND SMALL
 GV1278'CEMETERY, AT THE JUNCTION OF A WOODS ROAD LEADING WEST, 25 FEET
 GV1278'WEST-SOUTHWEST OF CENTER LINE OF ROAD 652, 37 1/2 FEET NORTH
 GV1278'OF CENTER LINE OF WOODS ROAD, 213 FEET NORTH-NORTHWEST OF THE
 GV1278'CENTER OF JUNCTION OF DRIVE LEADING EAST TO A HOUSE, 40 FEET
 GV1278'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM A FENCE CORNER,
 GV1278'7 FEET NORTHEAST OF A 10-INCH DOGWOOD TREE, 2 1/2 FEET NORTHWEST
 GV1278'OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 GV1278'PROJECTING 3 INCHES.
 GV1278
 GV1278                          STATION RECOVERY (1974)
 GV1278
 GV1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1278'RECOVERED IN GOOD CONDITION.
 GV1278
 GV1278                          STATION RECOVERY (1997)
 GV1278
 GV1278'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1278'RECOVERED IN GOOD CONDITION.
 GV1278
 GV1278                          STATION RECOVERY (2002)
 GV1278
 GV1278'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0105 ***********************************************************************
 GA0105  DESIGNATION -  B 39
 GA0105  PID         -  GA0105
 GA0105  STATE/COUNTY-  VA/RUSSELL
 GA0105  USGS QUAD   -  ST PAUL (1991)
 GA0105
 GA0105                         *CURRENT SURVEY CONTROL
 GA0105  ___________________________________________________________________
 GA0105* NAD 83(1986)-  36 53 24.     (N)    082 16 49.     (W)     SCALED    
 GA0105* NAVD 88     -       491.921  (meters)    1613.91   (feet)  ADJUSTED  
 GA0105  ___________________________________________________________________
 GA0105  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0105  DYNAMIC HT  -         491.485 (meters)    1612.48  (feet)  COMP
 GA0105  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GA0105
 GA0105  VERT ORDER  -  SECOND    CLASS 0
 GA0105
 GA0105.The horizontal coordinates were scaled from a topographic map and have
 GA0105.an estimated accuracy of +/- 6 seconds.
 GA0105
 GA0105.The orthometric height was determined by differential leveling
 GA0105.and adjusted by the National Geodetic Survey in June 1991..
 GA0105
 GA0105.The geoid height was determined by GEOID03.
 GA0105
 GA0105.The dynamic height is computed by dividing the NAVD 88
 GA0105.geopotential number by the normal gravity value computed on the
 GA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0105.degrees latitude (g = 980.6199 gals.).
 GA0105
 GA0105.The modeled gravity was interpolated from observed gravity values.
 GA0105
 GA0105;                    North         East    Units  Estimated Accuracy
 GA0105;SPC VA S     - 1,068,520.    3,163,120.      MT  (+/- 180 meters Scaled)
 GA0105
 GA0105                          SUPERSEDED SURVEY CONTROL
 GA0105
 GA0105  NGVD 29 (??/??/92)  492.067  (m)         1614.39   (f) ADJ UNCH    2 0
 GA0105
 GA0105.Superseded values are not recommended for survey control.
 GA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0105.See file dsdata.txt to determine how the superseded data were derived.
 GA0105
 GA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA859834(NAD 83)
 GA0105_MARKER: DB = BENCH MARK DISK
 GA0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0105_STAMPING: B 39 1934
 GA0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0105+STABILITY: SURFACE MOTION
 GA0105
 GA0105  HISTORY     - Date     Condition        Report By
 GA0105  HISTORY     - 1934     MONUMENTED       CGS
 GA0105  HISTORY     - 1967     GOOD             TVA
 GA0105
 GA0105                          STATION DESCRIPTION
 GA0105
 GA0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0105'AT CASTLEWOOD.
 GA0105'AT CASTLEWOOD, RUSSELL COUNTY, AT THE METHODIST CHURCH, 25 FEET
 GA0105'NORTH OF THE BRICK BUILDING, AND 7 FEET WEST OF A CONCRETE-STYLE
 GA0105'BLOCK IN THE CHURCHYARD.  A STANDARD DISK, STAMPED B 39 1934 AND
 GA0105'SET IN THE TOP OF A CONCRETE POST.
 GA0105
 GA0105                          STATION RECOVERY (1967)
 GA0105
 GA0105'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1967
 GA0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5902 ***********************************************************************
 GV5902  DESIGNATION -  B 391 RESET
 GV5902  PID         -  GV5902
 GV5902  STATE/COUNTY-  VA/DINWIDDIE
 GV5902  USGS QUAD   -  PETERSBURG (1994)
 GV5902
 GV5902                         *CURRENT SURVEY CONTROL
 GV5902  ___________________________________________________________________
 GV5902* NAD 83(1986)-  37 11 39.     (N)    077 28 14.     (W)     SCALED    
 GV5902* NAVD 88     -        57.27   (meters)     187.9    (feet)  RESET     
 GV5902  ___________________________________________________________________
 GV5902  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV5902
 GV5902  VERT ORDER  -  THIRD
 GV5902
 GV5902.The horizontal coordinates were scaled from a topographic map and have
 GV5902.an estimated accuracy of +/- 6 seconds.
 GV5902
 GV5902.The orthometric height was computed from unverified reset data.
 GV5902.No vertical observational check was made to the station.
 GV5902
 GV5902.The geoid height was determined by GEOID03.
 GV5902
 GV5902;                    North         East    Units  Estimated Accuracy
 GV5902;SPC VA S     - 1,096,030.    3,591,390.      MT  (+/- 180 meters Scaled)
 GV5902
 GV5902                          SUPERSEDED SURVEY CONTROL
 GV5902
 GV5902  NGVD 29 (03/21/06)   57.62   (m)          189.0    (f) RESET       3  
 GV5902
 GV5902.Superseded values are not recommended for survey control.
 GV5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5902.See file dsdata.txt to determine how the superseded data were derived.
 GV5902
 GV5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG807192(NAD 83)
 GV5902_MARKER: DB = BENCH MARK DISK
 GV5902_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GV5902_SP_SET: PARAPET WALL
 GV5902_STAMPING: B 391 RESET 1982
 GV5902_MARK LOGO: VADHT 
 GV5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5902+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 GV5902
 GV5902  HISTORY     - Date     Condition        Report By
 GV5902  HISTORY     - 1982     MONUMENTED       VADHT
 GV5902  HISTORY     - 19950426 GOOD             USPSQD
 GV5902  HISTORY     - 20010331 GOOD             NGS
 GV5902  HISTORY     - 20051119 GOOD             USPSQD
 GV5902
 GV5902                          STATION DESCRIPTION
 GV5902
 GV5902'DESCRIBED BY VA DEPT HWYS-TRANSP 1982
 GV5902'13.5 KM (8.40 MI) NE FROM DINWIDDIE.
 GV5902'8.4 MILES NORTHEAST ALONG U.S. HIGHWAY ROUTE 1 FROM SOUTHSIDE JUNIOR
 GV5902'HIGHSCHOOL.  ABOUT 0.6 MILE SOUTHWEST FROM THE U.S. ROUTE 1 OVERPASS
 GV5902'OVER ROUTE I-85.  0.069 MILE SOUTHWEST OF THE INTERSECTION OF U.S.
 GV5902'RTE. 1 AND STATE RTE. 603.  (STERLING ROAD) IN THE NORTHEAST ABUTMENT
 GV5902'OF THE RTE. 1 OVERPASS OVER THE NORFOLK AND WESTERN RAILWAY.  25 FEET
 GV5902'NORTHWEST OF BRIDGE ROADWAY CENTERLINE, 0.4 FOOT SOUTHEAST OF BRIDGE
 GV5902'NORTHWEST PARAPET.  SET FLUSH WITH THE ROADWAY IN THE NORTHEAST
 GV5902'ABUTMENT.
 GV5902
 GV5902                          STATION RECOVERY (1995)
 GV5902
 GV5902'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5902'RECOVERED IN GOOD CONDITION.
 GV5902
 GV5902                          STATION RECOVERY (2001)
 GV5902
 GV5902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5902
 GV5902                          STATION RECOVERY (2005)
 GV5902
 GV5902'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV5902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1145 ***********************************************************************
 GA1145  DESIGNATION -  B 39=1434
 GA1145  PID         -  GA1145
 GA1145  STATE/COUNTY-  VA/LEE
 GA1145  USGS QUAD   -  KEOKEE (1978)
 GA1145
 GA1145                         *CURRENT SURVEY CONTROL
 GA1145  ___________________________________________________________________
 GA1145* NAD 83(1986)-  36 48 21.     (N)    082 53 33.     (W)     SCALED    
 GA1145* NAVD 88     -       436.907  (meters)    1433.42   (feet)  ADJUSTED  
 GA1145  ___________________________________________________________________
 GA1145  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1145  DYNAMIC HT  -         436.524 (meters)    1432.16  (feet)  COMP
 GA1145  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 GA1145
 GA1145  VERT ORDER  -  SECOND    CLASS 0
 GA1145
 GA1145.The horizontal coordinates were scaled from a topographic map and have
 GA1145.an estimated accuracy of +/- 6 seconds.
 GA1145
 GA1145.The orthometric height was determined by differential leveling
 GA1145.and adjusted by the National Geodetic Survey in June 1991..
 GA1145
 GA1145.The geoid height was determined by GEOID03.
 GA1145
 GA1145.The dynamic height is computed by dividing the NAVD 88
 GA1145.geopotential number by the normal gravity value computed on the
 GA1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1145.degrees latitude (g = 980.6199 gals.).
 GA1145
 GA1145.The modeled gravity was interpolated from observed gravity values.
 GA1145
 GA1145;                    North         East    Units  Estimated Accuracy
 GA1145;SPC VA S     - 1,061,550.    3,108,170.      MT  (+/- 180 meters Scaled)
 GA1145
 GA1145                          SUPERSEDED SURVEY CONTROL
 GA1145
 GA1145  NGVD 29 (??/??/92)  437.036  (m)         1433.84   (f) ADJ UNCH    2 0
 GA1145
 GA1145.Superseded values are not recommended for survey control.
 GA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1145.See file dsdata.txt to determine how the superseded data were derived.
 GA1145
 GA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA311750(NAD 83)
 GA1145_MARKER: DD = SURVEY DISK
 GA1145_SETTING: 0 = UNSPECIFIED SETTING
 GA1145_STAMPING: 1434 B 39 1912
 GA1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1145
 GA1145  HISTORY     - Date     Condition        Report By
 GA1145  HISTORY     - 1912     MONUMENTED       USGS
 GA1145  HISTORY     - 1953     MARK NOT FOUND   NGS
 GA1145
 GA1145                          STATION DESCRIPTION
 GA1145
 GA1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GA1145'2.1 MI SW FROM OLINGER.
 GA1145'2.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1145'FROM OLINGER, 375 FEET SOUTHWEST OF MILEPOST 269, 10 FEET
 GA1145'NORTHWEST OF THE TRACK AND IN A CUT.  A UNITED STATES GEOLOGICAL
 GA1145'SURVEY STANDARD DISK, STAMPED 1434 B 39 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2392 ***********************************************************************
 GV2392  DESIGNATION -  B 392
 GV2392  PID         -  GV2392
 GV2392  STATE/COUNTY-  VA/DINWIDDIE
 GV2392  USGS QUAD   -  DE WITT (1974)
 GV2392
 GV2392                         *CURRENT SURVEY CONTROL
 GV2392  ___________________________________________________________________
 GV2392* NAD 83(1986)-  37 02 54.     (N)    077 38 01.     (W)     SCALED    
 GV2392* NAVD 88     -        80.924  (meters)     265.50   (feet)  ADJUSTED  
 GV2392  ___________________________________________________________________
 GV2392  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GV2392  DYNAMIC HT  -          80.864 (meters)     265.30  (feet)  COMP
 GV2392  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 GV2392
 GV2392  VERT ORDER  -  SECOND    CLASS 0
 GV2392
 GV2392.The horizontal coordinates were scaled from a topographic map and have
 GV2392.an estimated accuracy of +/- 6 seconds.
 GV2392
 GV2392.The orthometric height was determined by differential leveling
 GV2392.and adjusted by the National Geodetic Survey in June 1991..
 GV2392
 GV2392.The geoid height was determined by GEOID03.
 GV2392
 GV2392.The dynamic height is computed by dividing the NAVD 88
 GV2392.geopotential number by the normal gravity value computed on the
 GV2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2392.degrees latitude (g = 980.6199 gals.).
 GV2392
 GV2392.The modeled gravity was interpolated from observed gravity values.
 GV2392
 GV2392;                    North         East    Units  Estimated Accuracy
 GV2392;SPC VA S     - 1,079,700.    3,577,070.      MT  (+/- 180 meters Scaled)
 GV2392
 GV2392                          SUPERSEDED SURVEY CONTROL
 GV2392
 GV2392  NGVD 29 (??/??/??)   81.253  (m)          266.58   (f) ADJUSTED    2 0
 GV2392
 GV2392.Superseded values are not recommended for survey control.
 GV2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2392.See file dsdata.txt to determine how the superseded data were derived.
 GV2392
 GV2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG657034(NAD 83)
 GV2392_MARKER: DB = BENCH MARK DISK
 GV2392_SETTING: 66 = SET IN ROCK OUTCROP
 GV2392_SP_SET: ROCK LEDGE
 GV2392_STAMPING: B 392 1960
 GV2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV2392+STABILITY: POSITION/ELEVATION WELL
 GV2392
 GV2392  HISTORY     - Date     Condition        Report By
 GV2392  HISTORY     - 1960     MONUMENTED       CGS
 GV2392  HISTORY     - 1966     GOOD             CGS
 GV2392  HISTORY     - 19950311 GOOD             USPSQD
 GV2392  HISTORY     - 20001021 GOOD             USPSQD
 GV2392  HISTORY     - 20051022 MARK NOT FOUND   USPSQD
 GV2392
 GV2392                          STATION DESCRIPTION
 GV2392
 GV2392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2392'0.7 MI NE FROM DE WITT.
 GV2392'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 GV2392'OFFICE AT DE WITT, 0.75 MILE SOUTHWEST OF THE OVERPASS OF
 GV2392'U.S. HIGHWAY 1 OVER THE SEABOARD AIR LINE RAILWAY, 90 YARDS
 GV2392'NORTHWEST OF AND ACROSS THE SEABOARD AIR LINE RAILWAY FROM THE
 GV2392'CENTER LINE OF HIGHWAY 1, 236 YARDS SOUTHWEST OF MILEPOST 41,
 GV2392'108 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK,
 GV2392'164 FEET WEST OF THE WEST CORNER OF CONCRETE BASE OF BLOCK
 GV2392'SIGNAL AT NORTHEAST END OF SIDING, IN TOP AND HIGHEST POINT
 GV2392'OF A 2 1/2-FOOT-LONG ROCK RIDGE OF UP-ENDED LAYERS, 2 1/2 FEET
 GV2392'NORTH OF THE SOUTH END OF ROCK RIDGE, AND IN A GROVE OF OLD
 GV2392'OAK TREES, ABOUT LEVEL WITH THE TRACK, AND ABOUT 2 1/2 FEET
 GV2392'ABOVE THE LEVEL OF THE  ROUND.
 GV2392
 GV2392                          STATION RECOVERY (1966)
 GV2392
 GV2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2392'RECOVERED IN GOOD CONDITION.
 GV2392
 GV2392                          STATION RECOVERY (1995)
 GV2392
 GV2392'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2392'RECOVERED IN GOOD CONDITION.
 GV2392
 GV2392                          STATION RECOVERY (2000)
 GV2392
 GV2392'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2392'RECOVERED IN GOOD CONDITION.
 GV2392
 GV2392                          STATION RECOVERY (2005)
 GV2392
 GV2392'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1568 ***********************************************************************
 FX1568  DESIGNATION -  B 393
 FX1568  PID         -  FX1568
 FX1568  STATE/COUNTY-  VA/BRUNSWICK
 FX1568  USGS QUAD   -  ALBERTA (1970)
 FX1568
 FX1568                         *CURRENT SURVEY CONTROL
 FX1568  ___________________________________________________________________
 FX1568* NAD 83(1986)-  36 49 47.     (N)    077 55 30.     (W)     SCALED    
 FX1568* NAVD 88     -        76.591  (meters)     251.28   (feet)  ADJUSTED  
 FX1568  ___________________________________________________________________
 FX1568  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FX1568  DYNAMIC HT  -          76.532 (meters)     251.09  (feet)  COMP
 FX1568  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 FX1568
 FX1568  VERT ORDER  -  SECOND    CLASS 0
 FX1568
 FX1568.The horizontal coordinates were scaled from a topographic map and have
 FX1568.an estimated accuracy of +/- 6 seconds.
 FX1568
 FX1568.The orthometric height was determined by differential leveling
 FX1568.and adjusted by the National Geodetic Survey in June 1991..
 FX1568
 FX1568.The geoid height was determined by GEOID03.
 FX1568
 FX1568.The dynamic height is computed by dividing the NAVD 88
 FX1568.geopotential number by the normal gravity value computed on the
 FX1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1568.degrees latitude (g = 980.6199 gals.).
 FX1568
 FX1568.The modeled gravity was interpolated from observed gravity values.
 FX1568
 FX1568;                    North         East    Units  Estimated Accuracy
 FX1568;SPC VA S     - 1,055,240.    3,551,300.      MT  (+/- 180 meters Scaled)
 FX1568
 FX1568                          SUPERSEDED SURVEY CONTROL
 FX1568
 FX1568  NGVD 29 (??/??/92)   76.909  (m)          252.33   (f) ADJ UNCH    2 0
 FX1568
 FX1568.Superseded values are not recommended for survey control.
 FX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1568.See file dsdata.txt to determine how the superseded data were derived.
 FX1568
 FX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF391799(NAD 83)
 FX1568_MARKER: DB = BENCH MARK DISK
 FX1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1568_SP_SET: CULVERT
 FX1568_STAMPING: B 393 1960
 FX1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1568
 FX1568  HISTORY     - Date     Condition        Report By
 FX1568  HISTORY     - 1960     MONUMENTED       CGS
 FX1568  HISTORY     - 20010224 GOOD             USPSQD
 FX1568
 FX1568                          STATION DESCRIPTION
 FX1568
 FX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FX1568'2.4 MI NE FROM MEREDITHVILLE.
 FX1568'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 FX1568'INTERSECTION OF ROAD 644 AT MEREDITHVILLE, ABOUT 3.75 MILE
 FX1568'SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE OVERPASS OF U.S. HIGHWAY
 FX1568'1 OVER THE VIRGINIAN RAILWAY AT ALBERTA, 0.8 MILE SOUTHWEST OF
 FX1568'THE JUNCTION OF STATE HIGHWAY 46 LEADING SOUTH, 197 YARDS
 FX1568'NORTHEAST OF THE NORTHEAST END OF CONCRETE HIGHWAY BRIDGE OVER
 FX1568'GREAT CREEK, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FX1568'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT
 FX1568'CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 5 FEET BELOW
 FX1568'THE LEVEL OF THE HIGHWAY.
 FX1568
 FX1568                          STATION RECOVERY (2001)
 FX1568
 FX1568'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FX1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0126 ***********************************************************************
 FY0126  DESIGNATION -  B 394
 FY0126  PID         -  FY0126
 FY0126  STATE/COUNTY-  VA/MECKLENBURG
 FY0126  USGS QUAD   -  LA CROSSE (1981)
 FY0126
 FY0126                         *CURRENT SURVEY CONTROL
 FY0126  ___________________________________________________________________
 FY0126* NAD 83(1986)-  36 39 33.     (N)    078 06 09.     (W)     SCALED    
 FY0126* NAVD 88     -       118.511  (meters)     388.81   (feet)  ADJUSTED  
 FY0126  ___________________________________________________________________
 FY0126  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FY0126  DYNAMIC HT  -         118.418 (meters)     388.51  (feet)  COMP
 FY0126  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 FY0126
 FY0126  VERT ORDER  -  SECOND    CLASS 0
 FY0126
 FY0126.The horizontal coordinates were scaled from a topographic map and have
 FY0126.an estimated accuracy of +/- 6 seconds.
 FY0126
 FY0126.The orthometric height was determined by differential leveling
 FY0126.and adjusted by the National Geodetic Survey in June 1991..
 FY0126
 FY0126.The geoid height was determined by GEOID03.
 FY0126
 FY0126.The dynamic height is computed by dividing the NAVD 88
 FY0126.geopotential number by the normal gravity value computed on the
 FY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0126.degrees latitude (g = 980.6199 gals.).
 FY0126
 FY0126.The modeled gravity was interpolated from observed gravity values.
 FY0126
 FY0126;                    North         East    Units  Estimated Accuracy
 FY0126;SPC VA S     - 1,036,230.    3,535,540.      MT  (+/- 180 meters Scaled)
 FY0126
 FY0126                          SUPERSEDED SURVEY CONTROL
 FY0126
 FY0126  NGVD 29 (??/??/92)  118.826  (m)          389.85   (f) ADJ UNCH    2 0
 FY0126
 FY0126.Superseded values are not recommended for survey control.
 FY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0126.See file dsdata.txt to determine how the superseded data were derived.
 FY0126
 FY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA589609(NAD 83)
 FY0126_MARKER: DB = BENCH MARK DISK
 FY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0126_STAMPING: B 394 1960
 FY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0126+STABILITY: SURFACE MOTION
 FY0126
 FY0126  HISTORY     - Date     Condition        Report By
 FY0126  HISTORY     - 1960     MONUMENTED       CGS
 FY0126  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0126
 FY0126                          STATION DESCRIPTION
 FY0126
 FY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0126'2.6 MI S FROM LA CROSSE.
 FY0126'2.65 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0126'STATION AT LA CROSSE, 0.4 MILE NORTHEAST OF MILEPOST 82, 222
 FY0126'YARDS SOUTH-SOUTHWEST OF THE CROSSING OF A SMALL ROAD, 43 1/2
 FY0126'FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL AND ON THE
 FY0126'OUTSIDE OF A CURVE AND A FILL, 23 FEET SOUTH OF TELEPHONE POLE
 FY0126'A, 8 1/2 FEET SOUTHWEST OF A SMALL TELEPHONE POLE, 22 1/2 FEET
 FY0126'WEST-NORTHWEST OF BLACK TOP ROAD 618, 144 FEET NORTHEAST OF THE
 FY0126'EAST-NORTHEAST END OF A 30-INCH PIPE CULVERT UNDER THE TRACK,
 FY0126'AND ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL
 FY0126'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FY0126'3 INCHES.
 FY0126
 FY0126                          STATION RECOVERY (2005)
 FY0126
 FY0126'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0126'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1383 ***********************************************************************
 GA1383  DESIGNATION -  B 40
 GA1383  PID         -  GA1383
 GA1383  STATE/COUNTY-  VA/WISE
 GA1383  USGS QUAD   -  WISE (1991)
 GA1383
 GA1383                         *CURRENT SURVEY CONTROL
 GA1383  ___________________________________________________________________
 GA1383* NAD 83(1986)-  36 56 15.     (N)    082 34 09.     (W)     SCALED    
 GA1383* NAVD 88     -       614.216  (meters)    2015.14   (feet)  ADJUSTED  
 GA1383  ___________________________________________________________________
 GA1383  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1383  DYNAMIC HT  -         613.645 (meters)    2013.27  (feet)  COMP
 GA1383  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 GA1383
 GA1383  VERT ORDER  -  SECOND    CLASS 0
 GA1383
 GA1383.The horizontal coordinates were scaled from a topographic map and have
 GA1383.an estimated accuracy of +/- 6 seconds.
 GA1383
 GA1383.The orthometric height was determined by differential leveling
 GA1383.and adjusted by the National Geodetic Survey in June 1991..
 GA1383
 GA1383.The geoid height was determined by GEOID03.
 GA1383
 GA1383.The dynamic height is computed by dividing the NAVD 88
 GA1383.geopotential number by the normal gravity value computed on the
 GA1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1383.degrees latitude (g = 980.6199 gals.).
 GA1383
 GA1383.The modeled gravity was interpolated from observed gravity values.
 GA1383
 GA1383;                    North         East    Units  Estimated Accuracy
 GA1383;SPC VA S     - 1,074,860.    3,137,620.      MT  (+/- 180 meters Scaled)
 GA1383
 GA1383                          SUPERSEDED SURVEY CONTROL
 GA1383
 GA1383  NGVD 29 (??/??/92)  614.338  (m)         2015.54   (f) ADJ UNCH    2 0
 GA1383
 GA1383.Superseded values are not recommended for survey control.
 GA1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1383.See file dsdata.txt to determine how the superseded data were derived.
 GA1383
 GA1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA602890(NAD 83)
 GA1383_MARKER: DB = BENCH MARK DISK
 GA1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1383_STAMPING: B 40 1934
 GA1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1383+STABILITY: SURFACE MOTION
 GA1383
 GA1383  HISTORY     - Date     Condition        Report By
 GA1383  HISTORY     - 1934     MONUMENTED       CGS
 GA1383  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1383
 GA1383                          STATION DESCRIPTION
 GA1383
 GA1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1383'3.9 MI E FROM NORTON.
 GA1383'3.9 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM NORTON,
 GA1383'WISE COUNTY, AT MILEPOST 462, AND 30 FEET SOUTH OF THE CENTERLINE
 GA1383'OF THE TRACK.  A STANDARD DISK, STAMPED B 40 1934 AND SET IN THE
 GA1383'TOP OF A CONCRETE POST.
 GA1383
 GA1383                          STATION RECOVERY (1957)
 GA1383
 GA1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0237 ***********************************************************************
 FX0237  DESIGNATION -  B 402
 FX0237  PID         -  FX0237
 FX0237  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0237  USGS QUAD   -  LITTLE CREEK (1989)
 FX0237
 FX0237                         *CURRENT SURVEY CONTROL
 FX0237  ___________________________________________________________________
 FX0237* NAD 83(1986)-  36 54 16.     (N)    076 07 36.     (W)     SCALED    
 FX0237* NAVD 88     -         3.656  (meters)      11.99   (feet)  ADJUSTED  
 FX0237  ___________________________________________________________________
 FX0237  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 FX0237  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 FX0237  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 FX0237
 FX0237  VERT ORDER  -  FIRST     CLASS I
 FX0237
 FX0237.The horizontal coordinates were scaled from a topographic map and have
 FX0237.an estimated accuracy of +/- 6 seconds.
 FX0237
 FX0237.The orthometric height was determined by differential leveling
 FX0237.and adjusted by the National Geodetic Survey in June 1991..
 FX0237
 FX0237.The geoid height was determined by GEOID03.
 FX0237
 FX0237.The dynamic height is computed by dividing the NAVD 88
 FX0237.geopotential number by the normal gravity value computed on the
 FX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0237.degrees latitude (g = 980.6199 gals.).
 FX0237
 FX0237.The modeled gravity was interpolated from observed gravity values.
 FX0237
 FX0237;                    North         East    Units  Estimated Accuracy
 FX0237;SPC VA S     - 1,066,040.    3,711,490.      MT  (+/- 180 meters Scaled)
 FX0237
 FX0237                          SUPERSEDED SURVEY CONTROL
 FX0237
 FX0237  NGVD 29 (??/??/92)    3.903  (m)           12.81   (f) ADJ UNCH    1 1
 FX0237
 FX0237.Superseded values are not recommended for survey control.
 FX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0237.See file dsdata.txt to determine how the superseded data were derived.
 FX0237
 FX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF996848(NAD 83)
 FX0237_MARKER: DB = BENCH MARK DISK
 FX0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0237_SP_SET: CATCH BASIN
 FX0237_STAMPING: B 402 1961
 FX0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0237
 FX0237  HISTORY     - Date     Condition        Report By
 FX0237  HISTORY     - 1961     MONUMENTED       CGS
 FX0237  HISTORY     - 1963     GOOD             NGS
 FX0237  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0237  HISTORY     - 1977     MARK NOT FOUND   NGS
 FX0237  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 FX0237
 FX0237                          STATION DESCRIPTION
 FX0237
 FX0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0237'0.5 MI E FROM BAYSIDE.
 FX0237'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 FX0237'STATE HIGHWAY 166 AT BAYSIDE, ABOUT 0.15 MILE EAST OF THE OVERPASS
 FX0237'OF CHESAPEAKE BAY BRIDGE-TUNNEL ROAD OVER U.S. HIGHWAY 60, 220
 FX0237'FEET EAST OF THE CENTER OF THE JUNCTION OF GREENWELL ROAD LEADING
 FX0237'NORTH, 25 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND LANE
 FX0237'OF THE HIGHWAY, SET ON TOP OF THE SOUTHWEST CORNER OF A 4 BY
 FX0237'4-FOOT CONCRETE CATCH BASIN, 83 FEET SOUTHEAST OF THE SOUTHEAST
 FX0237'CORNER OF A FLYING A SERVICE STATION, 7 1/2 FEET SOUTHEAST OF POWER
 FX0237'POLE DA 63 8-1, AND ABOUT LEVEL WITH THE HIGHWAY.
 FX0237
 FX0237                          STATION RECOVERY (1972)
 FX0237
 FX0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0237'MARK NOT FOUND.
 FX0237
 FX0237                          STATION RECOVERY (1977)
 FX0237
 FX0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FX0237'MARK NOT FOUND.
 FX0237
 FX0237                          STATION RECOVERY (2002)
 FX0237
 FX0237'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0237'EVIDENCE OF BROKEN CONCRETE ON SW CORNER OF CATCH BASIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1115 ***********************************************************************
 HW1115  DESIGNATION -  B 404
 HW1115  PID         -  HW1115
 HW1115  STATE/COUNTY-  VA/AUGUSTA
 HW1115  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1115
 HW1115                         *CURRENT SURVEY CONTROL
 HW1115  ___________________________________________________________________
 HW1115* NAD 83(1986)-  38 15 44.     (N)    078 54 03.     (W)     SCALED    
 HW1115* NAVD 88     -       361.148  (meters)    1184.87   (feet)  ADJUSTED  
 HW1115  ___________________________________________________________________
 HW1115  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1115  DYNAMIC HT  -         360.883 (meters)    1184.00  (feet)  COMP
 HW1115  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 HW1115
 HW1115  VERT ORDER  -  SECOND    CLASS 0
 HW1115
 HW1115.This mark is at Shenandoah Valley Regional Airport (SHD)
 HW1115
 HW1115.The horizontal coordinates were scaled from a topographic map and have
 HW1115.an estimated accuracy of +/- 6 seconds.
 HW1115
 HW1115.The orthometric height was determined by differential leveling
 HW1115.and adjusted by the National Geodetic Survey in June 1991..
 HW1115
 HW1115.The geoid height was determined by GEOID03.
 HW1115
 HW1115.The dynamic height is computed by dividing the NAVD 88
 HW1115.geopotential number by the normal gravity value computed on the
 HW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1115.degrees latitude (g = 980.6199 gals.).
 HW1115
 HW1115.The modeled gravity was interpolated from observed gravity values.
 HW1115
 HW1115;                    North         East    Units  Estimated Accuracy
 HW1115;SPC VA N     - 2,066,180.    3,464,920.      MT  (+/- 180 meters Scaled)
 HW1115
 HW1115                          SUPERSEDED SURVEY CONTROL
 HW1115
 HW1115  NGVD 29 (??/??/92)  361.293  (m)         1185.34   (f) ADJ UNCH    2 0
 HW1115
 HW1115.Superseded values are not recommended for survey control.
 HW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1115.See file dsdata.txt to determine how the superseded data were derived.
 HW1115
 HW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC836369(NAD 83)
 HW1115_MARKER: DB = BENCH MARK DISK
 HW1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1115_SP_SET: BUILDING
 HW1115_STAMPING: B 404 1966
 HW1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1115
 HW1115  HISTORY     - Date     Condition        Report By
 HW1115  HISTORY     - 1966     MONUMENTED       CGS
 HW1115  HISTORY     - 1972     GOOD             NGS
 HW1115  HISTORY     - 1977     GOOD             NGS
 HW1115
 HW1115                          STATION DESCRIPTION
 HW1115
 HW1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HW1115'2 MI S FROM WEYERS CAVE.
 HW1115'THIS MARK IS LOCATED ON THE SHENANDOAH VALLEY AIRPORT, IN
 HW1115'THE CENTER OF THE SOUTHEAST ENTRANCE OF A LARGE HANGAR, WITH
 HW1115'LARGE RED LETTERS OF THE WORD PIPER ON THE FRONT AND CENTER
 HW1115'OF THE HANGAR.  IT IS 1.0 FEET NORTHWEST OF THE SLIDING DOOR
 HW1115'CHANNEL AND SET FLUSH WITH THE CONCRETE FLOOR AND STAMPED
 HW1115'B 404 1966.
 HW1115
 HW1115                          STATION RECOVERY (1972)
 HW1115
 HW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HW1115'RECOVERED IN GOOD CONDITION.
 HW1115
 HW1115                          STATION RECOVERY (1977)
 HW1115
 HW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HW1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0043 ***********************************************************************
 GA0043  DESIGNATION -  B 41
 GA0043  PID         -  GA0043
 GA0043  STATE/COUNTY-  VA/RUSSELL
 GA0043  USGS QUAD   -  LEBANON (1991)
 GA0043
 GA0043                         *CURRENT SURVEY CONTROL
 GA0043  ___________________________________________________________________
 GA0043* NAD 83(1986)-  36 58 36.     (N)    082 05 35.     (W)     SCALED    
 GA0043* NAVD 88     -       473.483  (meters)    1553.42   (feet)  ADJUSTED  
 GA0043  ___________________________________________________________________
 GA0043  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 GA0043  DYNAMIC HT  -         473.072 (meters)    1552.07  (feet)  COMP
 GA0043  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 GA0043
 GA0043  VERT ORDER  -  SECOND    CLASS 0
 GA0043
 GA0043.The horizontal coordinates were scaled from a topographic map and have
 GA0043.an estimated accuracy of +/- 6 seconds.
 GA0043
 GA0043.The orthometric height was determined by differential leveling
 GA0043.and adjusted by the National Geodetic Survey in June 1991..
 GA0043
 GA0043.The geoid height was determined by GEOID03.
 GA0043
 GA0043.The dynamic height is computed by dividing the NAVD 88
 GA0043.geopotential number by the normal gravity value computed on the
 GA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0043.degrees latitude (g = 980.6199 gals.).
 GA0043
 GA0043.The modeled gravity was interpolated from observed gravity values.
 GA0043
 GA0043;                    North         East    Units  Estimated Accuracy
 GA0043;SPC VA S     - 1,077,480.    3,180,170.      MT  (+/- 180 meters Scaled)
 GA0043
 GA0043                          SUPERSEDED SURVEY CONTROL
 GA0043
 GA0043  NGVD 29 (??/??/92)  473.646  (m)         1553.95   (f) ADJ UNCH    2 0
 GA0043
 GA0043.Superseded values are not recommended for survey control.
 GA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0043.See file dsdata.txt to determine how the superseded data were derived.
 GA0043
 GA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA027928(NAD 83)
 GA0043_MARKER: DB = BENCH MARK DISK
 GA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0043_STAMPING: B 41 1934
 GA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0043+STABILITY: SURFACE MOTION
 GA0043
 GA0043  HISTORY     - Date     Condition        Report By
 GA0043  HISTORY     - 1934     MONUMENTED       CGS
 GA0043  HISTORY     - 1935     GOOD             NGS
 GA0043
 GA0043                          STATION DESCRIPTION
 GA0043
 GA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0043'2.4 MI W FROM FINNEY.
 GA0043'2.4 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GA0043'STATION AT FINNEY, RUSSELL COUNTY, ONE RAIL EAST OF MILEPOST 427,
 GA0043'AT THE FARMROAD CROSSING, AND THE FARM RESIDENCE OF DILLEY MUSEY
 GA0043'OF ARTRIP, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 GA0043'STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE
 GA0043'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1149 ***********************************************************************
 GA1149  DESIGNATION -  B 41=1483
 GA1149  PID         -  GA1149
 GA1149  STATE/COUNTY-  VA/LEE
 GA1149  USGS QUAD   -  KEOKEE (1978)
 GA1149
 GA1149                         *CURRENT SURVEY CONTROL
 GA1149  ___________________________________________________________________
 GA1149* NAD 83(1986)-  36 46 24.     (N)    082 58 43.     (W)     SCALED    
 GA1149* NAVD 88     -       451.921  (meters)    1482.68   (feet)  ADJUSTED  
 GA1149  ___________________________________________________________________
 GA1149  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA1149  DYNAMIC HT  -         451.523 (meters)    1481.37  (feet)  COMP
 GA1149  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 GA1149
 GA1149  VERT ORDER  -  SECOND    CLASS 0
 GA1149
 GA1149.The horizontal coordinates were scaled from a topographic map and have
 GA1149.an estimated accuracy of +/- 6 seconds.
 GA1149
 GA1149.The orthometric height was determined by differential leveling
 GA1149.and adjusted by the National Geodetic Survey in June 1991..
 GA1149
 GA1149.The geoid height was determined by GEOID03.
 GA1149
 GA1149.The dynamic height is computed by dividing the NAVD 88
 GA1149.geopotential number by the normal gravity value computed on the
 GA1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1149.degrees latitude (g = 980.6199 gals.).
 GA1149
 GA1149.The modeled gravity was interpolated from observed gravity values.
 GA1149
 GA1149;                    North         East    Units  Estimated Accuracy
 GA1149;SPC VA S     - 1,058,310.    3,100,320.      MT  (+/- 180 meters Scaled)
 GA1149
 GA1149                          SUPERSEDED SURVEY CONTROL
 GA1149
 GA1149  NGVD 29 (??/??/92)  452.047  (m)         1483.09   (f) ADJ UNCH    2 0
 GA1149
 GA1149.Superseded values are not recommended for survey control.
 GA1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1149.See file dsdata.txt to determine how the superseded data were derived.
 GA1149
 GA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA234715(NAD 83)
 GA1149_MARKER: DD = SURVEY DISK
 GA1149_SETTING: 66 = SET IN ROCK OUTCROP
 GA1149_SP_SET: BEDROCK
 GA1149_STAMPING: 1483 B 41 1912
 GA1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1149+STABILITY: POSITION/ELEVATION WELL
 GA1149
 GA1149  HISTORY     - Date     Condition        Report By
 GA1149  HISTORY     - 1912     MONUMENTED       USGS
 GA1149  HISTORY     - 1934     GOOD             NGS
 GA1149
 GA1149                          STATION DESCRIPTION
 GA1149
 GA1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1149'3 MI E FROM PENNINGTON GAP.
 GA1149'3.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1149'FROM PENNINGTON GAP, 770 FEET SOUTHWEST OF MILEPOST 263, 10 FEET
 GA1149'NORTHWEST OF THE TRACK, AND IN A ROCK CUT.  A UNITED STATES
 GA1149'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1483 B 41 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0477 ***********************************************************************
 FX0477  DESIGNATION -  B 416
 FX0477  PID         -  FX0477
 FX0477  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0477  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0477
 FX0477                         *CURRENT SURVEY CONTROL
 FX0477  ___________________________________________________________________
 FX0477* NAD 83(1986)-  36 50 29.     (N)    076 03 24.     (W)     SCALED    
 FX0477* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 FX0477  ___________________________________________________________________
 FX0477  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 FX0477  DYNAMIC HT  -           2.202 (meters)       7.22  (feet)  COMP
 FX0477  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 FX0477
 FX0477  VERT ORDER  -  FIRST     CLASS I
 FX0477
 FX0477.The horizontal coordinates were scaled from a topographic map and have
 FX0477.an estimated accuracy of +/- 6 seconds.
 FX0477
 FX0477.The orthometric height was determined by differential leveling
 FX0477.and adjusted by the National Geodetic Survey in June 1991..
 FX0477
 FX0477.The geoid height was determined by GEOID03.
 FX0477
 FX0477.The dynamic height is computed by dividing the NAVD 88
 FX0477.geopotential number by the normal gravity value computed on the
 FX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0477.degrees latitude (g = 980.6199 gals.).
 FX0477
 FX0477.The modeled gravity was interpolated from observed gravity values.
 FX0477
 FX0477;                    North         East    Units  Estimated Accuracy
 FX0477;SPC VA S     - 1,059,200.    3,717,910.      MT  (+/- 180 meters Scaled)
 FX0477
 FX0477                          SUPERSEDED SURVEY CONTROL
 FX0477
 FX0477  NGVD 29 (??/??/92)    2.454  (m)            8.05   (f) ADJ UNCH    1 1
 FX0477
 FX0477.Superseded values are not recommended for survey control.
 FX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0477.See file dsdata.txt to determine how the superseded data were derived.
 FX0477
 FX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF057777(NAD 83)
 FX0477_MARKER: DB = BENCH MARK DISK
 FX0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0477_SP_SET: ABUTMENT
 FX0477_STAMPING: B 416 1963
 FX0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0477
 FX0477  HISTORY     - Date     Condition        Report By
 FX0477  HISTORY     - 1963     MONUMENTED       CGS
 FX0477
 FX0477                          STATION DESCRIPTION
 FX0477
 FX0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0477'2.1 MI W FROM OCEANA.
 FX0477'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS
 FX0477'AT OCEANA, SET ON TOP OF THE NORTH END OF THE EAST ABUTMENT
 FX0477'OF A CONCRETE BRIDGE OVER LYNNHAVEN RIVER (ALSO KNOWN AS LONDON
 FX0477'BRIDGE), 107 FEET NORTHWEST OF CENTER OF JUNCTION OF BLACK TOP
 FX0477'ROAD 2002 LEADING NORTH, 28 FEET NORTH OF CENTER LINE OF HIGHWAY
 FX0477'(MEDIAN STRIP), AND IS ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0223 ***********************************************************************
 FW0223  DESIGNATION -  B 417
 FW0223  PID         -  FW0223
 FW0223  STATE/COUNTY-  VA/NORTHAMPTON
 FW0223  USGS QUAD   -  FRANKTOWN (1992)
 FW0223
 FW0223                         *CURRENT SURVEY CONTROL
 FW0223  ___________________________________________________________________
 FW0223* NAD 83(1986)-  37 23 25.     (N)    075 54 34.     (W)     SCALED    
 FW0223* NAVD 88     -        11.712  (meters)      38.43   (feet)  ADJUSTED  
 FW0223  ___________________________________________________________________
 FW0223  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 FW0223  DYNAMIC HT  -          11.704 (meters)      38.40  (feet)  COMP
 FW0223  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 FW0223
 FW0223  VERT ORDER  -  FIRST     CLASS I
 FW0223
 FW0223.The horizontal coordinates were scaled from a topographic map and have
 FW0223.an estimated accuracy of +/- 6 seconds.
 FW0223
 FW0223.The orthometric height was determined by differential leveling
 FW0223.and adjusted by the National Geodetic Survey in June 1991..
 FW0223
 FW0223.The geoid height was determined by GEOID03.
 FW0223
 FW0223.The dynamic height is computed by dividing the NAVD 88
 FW0223.geopotential number by the normal gravity value computed on the
 FW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0223.degrees latitude (g = 980.6199 gals.).
 FW0223
 FW0223.The modeled gravity was interpolated from observed gravity values.
 FW0223
 FW0223;                    North         East    Units  Estimated Accuracy
 FW0223;SPC VA S     - 1,120,440.    3,729,360.      MT  (+/- 180 meters Scaled)
 FW0223
 FW0223                          SUPERSEDED SURVEY CONTROL
 FW0223
 FW0223  NGVD 29 (??/??/??)   11.957  (m)           39.23   (f) ADJUSTED    1 1
 FW0223
 FW0223.Superseded values are not recommended for survey control.
 FW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0223.See file dsdata.txt to determine how the superseded data were derived.
 FW0223
 FW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG194385(NAD 83)
 FW0223_MARKER: DB = BENCH MARK DISK
 FW0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0223_STAMPING: B 417 1963
 FW0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0223+STABILITY: SURFACE MOTION
 FW0223
 FW0223  HISTORY     - Date     Condition        Report By
 FW0223  HISTORY     - 1963     MONUMENTED       CGS
 FW0223  HISTORY     - 1972     GOOD             NGS
 FW0223
 FW0223                          STATION DESCRIPTION
 FW0223
 FW0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0223'1 MI SW FROM MACHIPONGO.
 FW0223'ABOUT 0.95 MILE SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 FW0223'CROSSING OF STATE ROAD NO. 627 AT MACHIPONGO, 162 FEET NORTHEAST
 FW0223'OF THE CENTER OF THE CROSSING OF STATE ROAD 628 AND THE TRACK,
 FW0223'84 1/2 FEET SOUTH OF AND ACROSS THE TRACK FROM POWER LINE POLE
 FW0223'216, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 23 FEET SOUTHEAST
 FW0223'OF THE CENTER LINE OF A CINDER ROAD, AT THE NORTHWEST EDGE OF A
 FW0223'CULTIVATED FIELD, 0.2 MILE NORTHEAST OF MILEPOST 83, 2 1/2 FEET
 FW0223'NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF
 FW0223'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FW0223'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0354 ***********************************************************************
 FW0354  DESIGNATION -  B 418
 FW0354  PID         -  FW0354
 FW0354  STATE/COUNTY-  VA/ACCOMACK
 FW0354  USGS QUAD   -  ACCOMAC (1979)
 FW0354
 FW0354                         *CURRENT SURVEY CONTROL
 FW0354  ___________________________________________________________________
 FW0354* NAD 83(1986)-  37 42 35.     (N)    075 42 09.     (W)     SCALED    
 FW0354* NAVD 88     -        12.817  (meters)      42.05   (feet)  ADJUSTED  
 FW0354  ___________________________________________________________________
 FW0354  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0354  DYNAMIC HT  -          12.809 (meters)      42.02  (feet)  COMP
 FW0354  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 FW0354
 FW0354  VERT ORDER  -  FIRST     CLASS I
 FW0354
 FW0354.The horizontal coordinates were scaled from a topographic map and have
 FW0354.an estimated accuracy of +/- 6 seconds.
 FW0354
 FW0354.The orthometric height was determined by differential leveling
 FW0354.and adjusted by the National Geodetic Survey in June 1991..
 FW0354
 FW0354.The geoid height was determined by GEOID03.
 FW0354
 FW0354.The dynamic height is computed by dividing the NAVD 88
 FW0354.geopotential number by the normal gravity value computed on the
 FW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0354.degrees latitude (g = 980.6199 gals.).
 FW0354
 FW0354.The modeled gravity was interpolated from observed gravity values.
 FW0354
 FW0354;                    North         East    Units  Estimated Accuracy
 FW0354;SPC VA S     - 1,156,400.    3,746,630.      MT  (+/- 180 meters Scaled)
 FW0354
 FW0354                          SUPERSEDED SURVEY CONTROL
 FW0354
 FW0354  NGVD 29 (??/??/??)   13.059  (m)           42.84   (f) ADJUSTED    1 1
 FW0354
 FW0354.Superseded values are not recommended for survey control.
 FW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0354.See file dsdata.txt to determine how the superseded data were derived.
 FW0354
 FW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG380738(NAD 83)
 FW0354_MARKER: DB = BENCH MARK DISK
 FW0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0354_STAMPING: B 418 1963
 FW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0354+STABILITY: SURFACE MOTION
 FW0354
 FW0354  HISTORY     - Date     Condition        Report By
 FW0354  HISTORY     - 1963     MONUMENTED       CGS
 FW0354  HISTORY     - 1972     GOOD             NGS
 FW0354
 FW0354                          STATION DESCRIPTION
 FW0354
 FW0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0354'AT TASLEY.
 FW0354'AT TASLEY, ALONG THE PENN CENTRAL RAILROAD, 222 FEET SOUTHWEST
 FW0354'OF THE SOUTHWEST END OF THE STATION, 125 1/2 FEET NORTHEAST OF
 FW0354'THE CENTER OF THE CROSSING OF BUSINESS ROUTE 13, 25 FEET
 FW0354'SOUTHWEST OF A 28 INCH SYCAMORE TREE, 37 FEET SOUTHEAST OF THE
 FW0354'SOUTHEAST RAIL OF THE MAIN TRACK, 38 1/2 FEET NORTHWEST OF THE
 FW0354'CENTER LINE OF BUSINESS ROUTE 13, 16 FEET NORTHWEST OF A
 FW0354'TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 FW0354'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FW0354'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0463 ***********************************************************************
 FX0463  DESIGNATION -  B 419
 FX0463  PID         -  FX0463
 FX0463  STATE/COUNTY-  VA/C OF NORFOLK
 FX0463  USGS QUAD   -  MOYOCK (1986)
 FX0463
 FX0463                         *CURRENT SURVEY CONTROL
 FX0463  ___________________________________________________________________
 FX0463* NAD 83(1986)-  36 34 31.     (N)    076 12 00.     (W)     SCALED    
 FX0463* NAVD 88     -         1.140  (meters)       3.74   (feet)  ADJUSTED  
 FX0463  ___________________________________________________________________
 FX0463  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 FX0463  DYNAMIC HT  -           1.139 (meters)       3.74  (feet)  COMP
 FX0463  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 FX0463
 FX0463  VERT ORDER  -  FIRST     CLASS I
 FX0463
 FX0463.The horizontal coordinates were scaled from a topographic map and have
 FX0463.an estimated accuracy of +/- 6 seconds.
 FX0463
 FX0463.The orthometric height was determined by differential leveling
 FX0463.and adjusted by the National Geodetic Survey in June 1991..
 FX0463
 FX0463.The geoid height was determined by GEOID03.
 FX0463
 FX0463.The dynamic height is computed by dividing the NAVD 88
 FX0463.geopotential number by the normal gravity value computed on the
 FX0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0463.degrees latitude (g = 980.6199 gals.).
 FX0463
 FX0463.The modeled gravity was interpolated from observed gravity values.
 FX0463
 FX0463;                    North         East    Units  Estimated Accuracy
 FX0463;SPC VA S     - 1,029,360.    3,705,850.      MT  (+/- 180 meters Scaled)
 FX0463
 FX0463                          SUPERSEDED SURVEY CONTROL
 FX0463
 FX0463  NGVD 29 (??/??/92)    1.407  (m)            4.62   (f) ADJ UNCH    1 1
 FX0463
 FX0463.Superseded values are not recommended for survey control.
 FX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0463.See file dsdata.txt to determine how the superseded data were derived.
 FX0463
 FX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF926484(NAD 83)
 FX0463_MARKER: DB = BENCH MARK DISK
 FX0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0463_STAMPING: B 419 1963
 FX0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0463+STABILITY: SURFACE MOTION
 FX0463
 FX0463  HISTORY     - Date     Condition        Report By
 FX0463  HISTORY     - 1963     MONUMENTED       CGS
 FX0463  HISTORY     - 1979     GOOD             NGS
 FX0463
 FX0463                          STATION DESCRIPTION
 FX0463
 FX0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0463'3.8 MI N FROM MOYOCK NC.
 FX0463'ABOUT 3.75 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 FX0463'THE CROSSING OF COUNTY ROAD 1228 AT MOYOCK, NORTH CAROLINA,
 FX0463'CURRITUCK COUNTY, 345 FEET WEST OF WEST RAIL OF TRACK, 74 FEET
 FX0463'EAST OF CENTER LINE OF STATE HIGHWAY 168, 29.5 FEET NORTH OF
 FX0463'CENTER LINE OF SECONDARY STATE HIGHWAY 611 LEADING EAST, ABOUT
 FX0463'43 YARDS EAST AND ACROSS HIGHWAY 168 FROM NORTHEAST CORNER OF
 FX0463'LITTLE ARROW STORE AND PURE STATION, 3 FEET NORTH OF A WOODEN
 FX0463'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 168, AND SET IN THE TOP
 FX0463'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY ALSO
 FX0463'BE REACHED BY GOING 0.35 MILE WEST ALONG SECONDARY STATE HIGHWAY
 FX0463'607 FROM THE CROSSING OF NORFOLK SOUTHERN RAILWAY AT HICKORY
 FX0463'GROUND (A SUBDIVISION OF CHESAPEAKE), THENCE 4.55 MILES SOUTH
 FX0463'ALONG SECONDARY STATE HIGHWAY 604 AND STATE HIGHWAY 168.
 FX0463
 FX0463                          STATION RECOVERY (1979)
 FX0463
 FX0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0463'ADD=SET AT THE INTERSECTION OF GALLBUSH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1756 ***********************************************************************
 GX1756  DESIGNATION -  B 42
 GX1756  PID         -  GX1756
 GX1756  STATE/COUNTY-  VA/TAZEWELL
 GX1756  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1756
 GX1756                         *CURRENT SURVEY CONTROL
 GX1756  ___________________________________________________________________
 GX1756* NAD 83(1986)-  37 07 40.     (N)    081 32 55.     (W)     SCALED    
 GX1756* NAVD 88     -       722.877  (meters)    2371.64   (feet)  ADJUSTED  
 GX1756  ___________________________________________________________________
 GX1756  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GX1756  DYNAMIC HT  -         722.224 (meters)    2369.50  (feet)  COMP
 GX1756  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 GX1756
 GX1756  VERT ORDER  -  SECOND    CLASS 0
 GX1756
 GX1756.The horizontal coordinates were scaled from a topographic map and have
 GX1756.an estimated accuracy of +/- 6 seconds.
 GX1756
 GX1756.The orthometric height was determined by differential leveling
 GX1756.and adjusted by the National Geodetic Survey in June 1991..
 GX1756.WARNING-Repeat measurements at this control monument indicate possible
 GX1756.vertical movement.
 GX1756
 GX1756.The geoid height was determined by GEOID03.
 GX1756
 GX1756.The dynamic height is computed by dividing the NAVD 88
 GX1756.geopotential number by the normal gravity value computed on the
 GX1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1756.degrees latitude (g = 980.6199 gals.).
 GX1756
 GX1756.The modeled gravity was interpolated from observed gravity values.
 GX1756
 GX1756;                    North         East    Units  Estimated Accuracy
 GX1756;SPC VA S     - 1,092,540.    3,229,150.      MT  (+/- 180 meters Scaled)
 GX1756
 GX1756                          SUPERSEDED SURVEY CONTROL
 GX1756
 GX1756  NGVD 29 (??/??/92)  722.99   (m)         2372.0    (f) COMPUTED    2 0
 GX1756
 GX1756.Superseded values are not recommended for survey control.
 GX1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1756.See file dsdata.txt to determine how the superseded data were derived.
 GX1756
 GX1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB512091(NAD 83)
 GX1756_MARKER: DB = BENCH MARK DISK
 GX1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1756_STAMPING: B 42 1934
 GX1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1756+STABILITY: SURFACE MOTION
 GX1756
 GX1756  HISTORY     - Date     Condition        Report By
 GX1756  HISTORY     - 1934     MONUMENTED       CGS
 GX1756  HISTORY     - 1958     GOOD             NGS
 GX1756  HISTORY     - 1963     GOOD             NGS
 GX1756
 GX1756                          STATION DESCRIPTION
 GX1756
 GX1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1756'1.3 MI W FROM NORTH TAZEWELL.
 GX1756'1.3 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1756'STATION AT NORTH TAZEWELL, 12 3/4 RAILS EAST OF EAST END OF
 GX1756'STATE HIGHWAY 16 UNDERPASS, 27 FEET SOUTH OF SOUTH RAIL OF MAIN
 GX1756'TRACK, 14 FEET SOUTH OF SOUTH RAIL OF SIDE TRACK, 131 FEET WEST
 GX1756'OF A SWITCH STAND, 7 FEET NORTH OF A FENCE LINE, ABOUT 1 1/2
 GX1756'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST.
 GX1756
 GX1756                          STATION RECOVERY (1963)
 GX1756
 GX1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0313 ***********************************************************************
 FW0313  DESIGNATION -  B 421
 FW0313  PID         -  FW0313
 FW0313  STATE/COUNTY-  VA/ACCOMACK
 FW0313  USGS QUAD   -  HALLWOOD (1992)
 FW0313
 FW0313                         *CURRENT SURVEY CONTROL
 FW0313  ___________________________________________________________________
 FW0313* NAD 83(1986)-  37 58 08.     (N)    075 32 12.     (W)     SCALED    
 FW0313* NAVD 88     -         6.569  (meters)      21.55   (feet)  ADJUSTED  
 FW0313  ___________________________________________________________________
 FW0313  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 FW0313  DYNAMIC HT  -           6.565 (meters)      21.54  (feet)  COMP
 FW0313  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 FW0313
 FW0313  VERT ORDER  -  FIRST     CLASS I
 FW0313
 FW0313.The horizontal coordinates were scaled from a topographic map and have
 FW0313.an estimated accuracy of +/- 6 seconds.
 FW0313
 FW0313.The orthometric height was determined by differential leveling
 FW0313.and adjusted by the National Geodetic Survey in June 1991..
 FW0313
 FW0313.The geoid height was determined by GEOID03.
 FW0313
 FW0313.The dynamic height is computed by dividing the NAVD 88
 FW0313.geopotential number by the normal gravity value computed on the
 FW0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0313.degrees latitude (g = 980.6199 gals.).
 FW0313
 FW0313.The modeled gravity was interpolated from observed gravity values.
 FW0313
 FW0313;                    North         East    Units  Estimated Accuracy
 FW0313;SPC VA S     - 1,185,600.    3,760,340.      MT  (+/- 180 meters Scaled)
 FW0313
 FW0313                          SUPERSEDED SURVEY CONTROL
 FW0313
 FW0313  NGVD 29 (??/??/??)    6.820  (m)           22.38   (f) ADJUSTED    1 1
 FW0313
 FW0313.Superseded values are not recommended for survey control.
 FW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0313.See file dsdata.txt to determine how the superseded data were derived.
 FW0313
 FW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH528024(NAD 83)
 FW0313_MARKER: DB = BENCH MARK DISK
 FW0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0313_STAMPING: B 421 1963
 FW0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0313+STABILITY: SURFACE MOTION
 FW0313
 FW0313  HISTORY     - Date     Condition        Report By
 FW0313  HISTORY     - 1963     MONUMENTED       CGS
 FW0313  HISTORY     - 1972     GOOD             NGS
 FW0313
 FW0313                          STATION DESCRIPTION
 FW0313
 FW0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0313'0.7 MI S FROM NEW CHURCH.
 FW0313'ABOUT 0.7 MILE SOUTH ALONG THE PENN CENTRAL RAILROAD FROM THE
 FW0313'CROSSING OF STATE ROAD 709 AT NEW CHURCH, 0.4 MILE NORTH OF THE
 FW0313'CROSSING OF STATE ROAD 704, 276 FEET SOUTH OF MILEPOST 38, 23.8
 FW0313'FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A SAWED OFF TELEPHONE
 FW0313'POLE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND, 1.8 FEET
 FW0313'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK
 FW0313'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FW0313'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0157 ***********************************************************************
 FW0157  DESIGNATION -  B 422
 FW0157  PID         -  FW0157
 FW0157  STATE/COUNTY-  VA/ACCOMACK
 FW0157  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0157
 FW0157                         *CURRENT SURVEY CONTROL
 FW0157  ___________________________________________________________________
 FW0157* NAD 83(1986)-  37 53 20.     (N)    075 20 35.     (W)     SCALED    
 FW0157* NAVD 88     -         0.654  (meters)       2.15   (feet)  ADJUSTED  
 FW0157  ___________________________________________________________________
 FW0157  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 FW0157  DYNAMIC HT  -           0.654 (meters)       2.15  (feet)  COMP
 FW0157  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 FW0157
 FW0157  VERT ORDER  -  FIRST     CLASS I
 FW0157
 FW0157.The horizontal coordinates were scaled from a topographic map and have
 FW0157.an estimated accuracy of +/- 6 seconds.
 FW0157
 FW0157.The orthometric height was determined by differential leveling
 FW0157.and adjusted by the National Geodetic Survey in June 1991..
 FW0157
 FW0157.The geoid height was determined by GEOID03.
 FW0157
 FW0157.The dynamic height is computed by dividing the NAVD 88
 FW0157.geopotential number by the normal gravity value computed on the
 FW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0157.degrees latitude (g = 980.6199 gals.).
 FW0157
 FW0157.The modeled gravity was interpolated from observed gravity values.
 FW0157
 FW0157;                    North         East    Units  Estimated Accuracy
 FW0157;SPC VA S     - 1,177,280.    3,777,650.      MT  (+/- 180 meters Scaled)
 FW0157
 FW0157                          SUPERSEDED SURVEY CONTROL
 FW0157
 FW0157  NGVD 29 (??/??/??)    0.902  (m)            2.96   (f) ADJUSTED    1 1
 FW0157
 FW0157.Superseded values are not recommended for survey control.
 FW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0157.See file dsdata.txt to determine how the superseded data were derived.
 FW0157
 FW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG698935(NAD 83)
 FW0157_MARKER: DB = BENCH MARK DISK
 FW0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0157_STAMPING: B 422 1963
 FW0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0157+STABILITY: SURFACE MOTION
 FW0157
 FW0157  HISTORY     - Date     Condition        Report By
 FW0157  HISTORY     - 1963     MONUMENTED       CGS
 FW0157  HISTORY     - 20031015 MARK NOT FOUND   USPSQD
 FW0157
 FW0157                          STATION DESCRIPTION
 FW0157
 FW0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0157'0.1 MI W FROM ASSATEAGUE ISLAND.
 FW0157'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE RESTAURANT ON
 FW0157'ASSATEAGUE ISLAND, 115 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 FW0157'90.5 FEET SOUTHWEST OF POWER POLE 133, 3 FEET WEST OF FIRST
 FW0157'TELEPHONE POLE SOUTHWEST OF ROAD, 2.5 FEET SOUTHWEST OF A
 FW0157'STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FW0157'PROJECTING 3 INCHES.
 FW0157
 FW0157                          STATION RECOVERY (2003)
 FW0157
 FW0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0279 ***********************************************************************
 FW0279  DESIGNATION -  B 424
 FW0279  PID         -  FW0279
 FW0279  STATE/COUNTY-  VA/NORTHAMPTON
 FW0279  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0279
 FW0279                         *CURRENT SURVEY CONTROL
 FW0279  ___________________________________________________________________
 FW0279* NAD 83(1986)-  37 06 25.     (N)    075 58 10.     (W)     SCALED    
 FW0279* NAVD 88     -         3.575  (meters)      11.73   (feet)  ADJUSTED  
 FW0279  ___________________________________________________________________
 FW0279  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FW0279  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 FW0279  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 FW0279
 FW0279  VERT ORDER  -  FIRST     CLASS I
 FW0279
 FW0279.The horizontal coordinates were scaled from a topographic map and have
 FW0279.an estimated accuracy of +/- 6 seconds.
 FW0279
 FW0279.The orthometric height was determined by differential leveling
 FW0279.and adjusted by the National Geodetic Survey in June 1991..
 FW0279.WARNING-Repeat measurements at this control monument indicate possible
 FW0279.vertical movement.
 FW0279
 FW0279.The geoid height was determined by GEOID03.
 FW0279
 FW0279.The dynamic height is computed by dividing the NAVD 88
 FW0279.geopotential number by the normal gravity value computed on the
 FW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0279.degrees latitude (g = 980.6199 gals.).
 FW0279
 FW0279.The modeled gravity was interpolated from observed gravity values.
 FW0279
 FW0279;                    North         East    Units  Estimated Accuracy
 FW0279;SPC VA S     - 1,088,870.    3,724,900.      MT  (+/- 180 meters Scaled)
 FW0279
 FW0279                          SUPERSEDED SURVEY CONTROL
 FW0279
 FW0279  NGVD 29 (??/??/??)    3.827  (m)           12.56   (f) ADJUSTED    1 1
 FW0279
 FW0279.Superseded values are not recommended for survey control.
 FW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0279.See file dsdata.txt to determine how the superseded data were derived.
 FW0279
 FW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138071(NAD 83)
 FW0279_MARKER: DB = BENCH MARK DISK
 FW0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0279_SP_SET: FOUNDATION BUILDING
 FW0279_STAMPING: B 424 1963
 FW0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0279
 FW0279  HISTORY     - Date     Condition        Report By
 FW0279  HISTORY     - 1963     MONUMENTED       CGS
 FW0279  HISTORY     - 1972     GOOD             NGS
 FW0279
 FW0279                          STATION DESCRIPTION
 FW0279
 FW0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0279'AT FISHERMAN ISLAND.
 FW0279'ABOUT 1.85 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE NORTH TOLL
 FW0279'PLAZA, 0.3 MILE SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 FW0279'FISHERMANS INLET, 0.2 MILE NORTH OF HIGHWAY MILEPOST 17, AT A
 FW0279'SMALL 5-BY-5-FOOT METAL POWER SUB-STATION, 29 1/2 FEET WEST OF THE
 FW0279'CENTER LINE OF THE HIGHWAY, 7.3 FEET WEST OF A STEEL GUARDRAIL,
 FW0279'0.8 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, SET
 FW0279'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 FW0279'OF THE BUILDING AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1185 ***********************************************************************
 GA1185  DESIGNATION -  B 425
 GA1185  PID         -  GA1185
 GA1185  STATE/COUNTY-  VA/WISE
 GA1185  USGS QUAD   -  APPALACHIA (1991)
 GA1185
 GA1185                         *CURRENT SURVEY CONTROL
 GA1185  ___________________________________________________________________
 GA1185* NAD 83(1986)-  36 55 01.     (N)    082 45 27.     (W)     SCALED    
 GA1185* NAVD 88     -       515.435  (meters)    1691.06   (feet)  ADJUSTED  
 GA1185  ___________________________________________________________________
 GA1185  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1185  DYNAMIC HT  -         514.981 (meters)    1689.57  (feet)  COMP
 GA1185  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 GA1185
 GA1185  VERT ORDER  -  FIRST     CLASS I
 GA1185
 GA1185.The horizontal coordinates were scaled from a topographic map and have
 GA1185.an estimated accuracy of +/- 6 seconds.
 GA1185
 GA1185.The orthometric height was determined by differential leveling
 GA1185.and adjusted by the National Geodetic Survey in June 1991..
 GA1185
 GA1185.The geoid height was determined by GEOID03.
 GA1185
 GA1185.The dynamic height is computed by dividing the NAVD 88
 GA1185.geopotential number by the normal gravity value computed on the
 GA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1185.degrees latitude (g = 980.6199 gals.).
 GA1185
 GA1185.The modeled gravity was interpolated from observed gravity values.
 GA1185
 GA1185;                    North         East    Units  Estimated Accuracy
 GA1185;SPC VA S     - 1,073,320.    3,120,760.      MT  (+/- 180 meters Scaled)
 GA1185
 GA1185                          SUPERSEDED SURVEY CONTROL
 GA1185
 GA1185  NGVD 29 (??/??/92)  515.573  (m)         1691.51   (f) ADJ UNCH    1 1
 GA1185
 GA1185.Superseded values are not recommended for survey control.
 GA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1185.See file dsdata.txt to determine how the superseded data were derived.
 GA1185
 GA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA434871(NAD 83)
 GA1185_MARKER: DB = BENCH MARK DISK
 GA1185_SETTING: 66 = SET IN ROCK OUTCROP
 GA1185_SP_SET: ROCK OUTCROP
 GA1185_STAMPING: B 425 1967
 GA1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1185+STABILITY: POSITION/ELEVATION WELL
 GA1185
 GA1185  HISTORY     - Date     Condition        Report By
 GA1185  HISTORY     - 1967     MONUMENTED       CGS
 GA1185
 GA1185                          STATION DESCRIPTION
 GA1185
 GA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1185'2 MI NE FROM APPALACHIA.
 GA1185'ABOUT 1.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 GA1185'RAILROAD FROM THE FIRST NATIONAL BANK AT APPALACHIA, 0.5 MILE EAST
 GA1185'OF MILEPOST 281, NEAR THE EAST END OF A ROCK CUT FOR THE RAILROAD,
 GA1185'8 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF A
 GA1185'ROCK OUTCROP, 0.6 FOOT EAST OF A METAL WITNESS POST, AND ABOUT
 GA1185'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1251 ***********************************************************************
 GA1251  DESIGNATION -  B 426
 GA1251  PID         -  GA1251
 GA1251  STATE/COUNTY-  VA/SCOTT
 GA1251  USGS QUAD   -  GATE CITY (1978)
 GA1251
 GA1251                         *CURRENT SURVEY CONTROL
 GA1251  ___________________________________________________________________
 GA1251* NAD 83(1986)-  36 37 54.     (N)    082 36 58.     (W)     SCALED    
 GA1251* NAVD 88     -       415.025  (meters)    1361.63   (feet)  ADJUSTED  
 GA1251  ___________________________________________________________________
 GA1251  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1251  DYNAMIC HT  -         414.653 (meters)    1360.41  (feet)  COMP
 GA1251  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 GA1251
 GA1251  VERT ORDER  -  FIRST     CLASS I
 GA1251
 GA1251.The horizontal coordinates were scaled from a topographic map and have
 GA1251.an estimated accuracy of +/- 6 seconds.
 GA1251
 GA1251.The orthometric height was determined by differential leveling
 GA1251.and adjusted by the National Geodetic Survey in June 1991..
 GA1251
 GA1251.The geoid height was determined by GEOID03.
 GA1251
 GA1251.The dynamic height is computed by dividing the NAVD 88
 GA1251.geopotential number by the normal gravity value computed on the
 GA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1251.degrees latitude (g = 980.6199 gals.).
 GA1251
 GA1251.The modeled gravity was interpolated from observed gravity values.
 GA1251
 GA1251;                    North         East    Units  Estimated Accuracy
 GA1251;SPC VA S     - 1,041,130.    3,131,970.      MT  (+/- 180 meters Scaled)
 GA1251
 GA1251                          SUPERSEDED SURVEY CONTROL
 GA1251
 GA1251  NGVD 29 (??/??/92)  415.163  (m)         1362.08   (f) ADJ UNCH    1 1
 GA1251
 GA1251.Superseded values are not recommended for survey control.
 GA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1251.See file dsdata.txt to determine how the superseded data were derived.
 GA1251
 GA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA555552(NAD 83)
 GA1251_MARKER: DB = BENCH MARK DISK
 GA1251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1251_SP_SET: BRIDGE
 GA1251_STAMPING: B 426 1967
 GA1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1251
 GA1251  HISTORY     - Date     Condition        Report By
 GA1251  HISTORY     - 1967     MONUMENTED       CGS
 GA1251
 GA1251                          STATION DESCRIPTION
 GA1251
 GA1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1251'2 MI W FROM GATE CITY.
 GA1251'ABOUT 1.95 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1251'FROM THE STATION AT GATE CITY, 0.5 MILE EAST OF MILEPOST 36,
 GA1251'75 FEET EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 GA1251'A PRIVATE ROAD, 6 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 GA1251'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 GA1251'OF A RAILROAD BRIDGE OVER A CREEK WHICH LEADS FROM PETERS HOLLOW
 GA1251'TO NEWTON HOLLOW, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0788 ***********************************************************************
 FZ0788  DESIGNATION -  B 429
 FZ0788  PID         -  FZ0788
 FZ0788  STATE/COUNTY-  VA/WYTHE
 FZ0788  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0788
 FZ0788                         *CURRENT SURVEY CONTROL
 FZ0788  ___________________________________________________________________
 FZ0788* NAD 83(1986)-  36 58 39.     (N)    081 04 49.     (W)     SCALED    
 FZ0788* NAVD 88     -       674.017  (meters)    2211.34   (feet)  ADJUSTED  
 FZ0788  ___________________________________________________________________
 FZ0788  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ0788  DYNAMIC HT  -         673.400 (meters)    2209.31  (feet)  COMP
 FZ0788  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FZ0788
 FZ0788  VERT ORDER  -  SECOND    CLASS 0
 FZ0788
 FZ0788.The horizontal coordinates were scaled from a topographic map and have
 FZ0788.an estimated accuracy of +/- 6 seconds.
 FZ0788
 FZ0788.The orthometric height was determined by differential leveling
 FZ0788.and adjusted by the National Geodetic Survey in June 1991..
 FZ0788
 FZ0788.The geoid height was determined by GEOID03.
 FZ0788
 FZ0788.The dynamic height is computed by dividing the NAVD 88
 FZ0788.geopotential number by the normal gravity value computed on the
 FZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0788.degrees latitude (g = 980.6199 gals.).
 FZ0788
 FZ0788.The modeled gravity was interpolated from observed gravity values.
 FZ0788
 FZ0788;                    North         East    Units  Estimated Accuracy
 FZ0788;SPC VA S     - 1,074,630.    3,270,290.      MT  (+/- 180 meters Scaled)
 FZ0788
 FZ0788                          SUPERSEDED SURVEY CONTROL
 FZ0788
 FZ0788  NGVD 29 (??/??/92)  674.106  (m)         2211.63   (f) ADJ UNCH    2 0
 FZ0788
 FZ0788.Superseded values are not recommended for survey control.
 FZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0788.See file dsdata.txt to determine how the superseded data were derived.
 FZ0788
 FZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA928923(NAD 83)
 FZ0788_MARKER: DB = BENCH MARK DISK
 FZ0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0788_SP_SET: ABUTMENT
 FZ0788_STAMPING: B 429 1963
 FZ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0788
 FZ0788  HISTORY     - Date     Condition        Report By
 FZ0788  HISTORY     - 1963     MONUMENTED       CGS
 FZ0788
 FZ0788                          STATION DESCRIPTION
 FZ0788
 FZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0788'1.7 MI NW FROM WYTHEVILLE.
 FZ0788'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 FZ0788'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET, THENCE
 FZ0788'0.45 MILE NORTH ALONG MONROE STREET TO THE JUNCTION OF STATE ROADS
 FZ0788'603 AND 610, THENCE 1.7 MILES NORTHWEST ALONG STATE ROAD 603.
 FZ0788'SET IN THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT, 66 FEET NORTHEAST
 FZ0788'OF A TREE 36 INCHES IN DIAMETER, 54 FEET NORTH OF THE NORTH END
 FZ0788'OF A GATE, 16 FEET EAST OF THE CENTER OF STATE ROAD 603, 1 FOOT
 FZ0788'NORTH OF THE SOUTH END OF THE ABUTMENT AND ABOUT 1 FOOT ABOVE THE
 FZ0788'LEVEL OF STATE ROAD 603.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1491 ***********************************************************************
 GA1491  DESIGNATION -  B 43 1533
 GA1491  PID         -  GA1491
 GA1491  STATE/COUNTY-  VA/LEE
 GA1491  USGS QUAD   -  BEN HUR (1991)
 GA1491
 GA1491                         *CURRENT SURVEY CONTROL
 GA1491  ___________________________________________________________________
 GA1491* NAD 83(1986)-  36 44 07.     (N)    083 04 55.     (W)     SCALED    
 GA1491* NAVD 88     -       467.011  (meters)    1532.19   (feet)  ADJUSTED  
 GA1491  ___________________________________________________________________
 GA1491  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA1491  DYNAMIC HT  -         466.597 (meters)    1530.83  (feet)  COMP
 GA1491  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 GA1491
 GA1491  VERT ORDER  -  SECOND    CLASS 0
 GA1491
 GA1491.The horizontal coordinates were scaled from a topographic map and have
 GA1491.an estimated accuracy of +/- 6 seconds.
 GA1491
 GA1491.The orthometric height was determined by differential leveling
 GA1491.and adjusted by the National Geodetic Survey in June 1991..
 GA1491
 GA1491.The geoid height was determined by GEOID03.
 GA1491
 GA1491.The dynamic height is computed by dividing the NAVD 88
 GA1491.geopotential number by the normal gravity value computed on the
 GA1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1491.degrees latitude (g = 980.6199 gals.).
 GA1491
 GA1491.The modeled gravity was interpolated from observed gravity values.
 GA1491
 GA1491;                    North         East    Units  Estimated Accuracy
 GA1491;SPC VA S     - 1,054,540.    3,090,900.      MT  (+/- 180 meters Scaled)
 GA1491
 GA1491                          SUPERSEDED SURVEY CONTROL
 GA1491
 GA1491  NGVD 29 (??/??/92)  467.136  (m)         1532.60   (f) ADJ UNCH    2 0
 GA1491
 GA1491.Superseded values are not recommended for survey control.
 GA1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1491.See file dsdata.txt to determine how the superseded data were derived.
 GA1491
 GA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA141675(NAD 83)
 GA1491_MARKER: DB = BENCH MARK DISK
 GA1491_SETTING: 66 = SET IN ROCK OUTCROP
 GA1491_SP_SET: SET IN ROCK OUTCROP
 GA1491_STAMPING: 1533 B 43 1912
 GA1491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1491+STABILITY: POSITION/ELEVATION WELL
 GA1491
 GA1491  HISTORY     - Date     Condition        Report By
 GA1491  HISTORY     - 1912     MONUMENTED       USGS
 GA1491  HISTORY     - 1934     GOOD             NGS
 GA1491
 GA1491                          STATION DESCRIPTION
 GA1491
 GA1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1491'AT BEN HUR.
 GA1491'600 FEET EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM BEN
 GA1491'HUR, LEE COUNTY, 15 FEET SOUTH OF THE TRACK, AND IN A ROCK LEDGE.
 GA1491'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1533 B
 GA1491'43 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1453 ***********************************************************************
 GX1453  DESIGNATION -  B 430
 GX1453  PID         -  GX1453
 GX1453  STATE/COUNTY-  VA/BLAND
 GX1453  USGS QUAD   -  BIG BEND (1977)
 GX1453
 GX1453                         *CURRENT SURVEY CONTROL
 GX1453  ___________________________________________________________________
 GX1453* NAD 83(1986)-  37 04 15.     (N)    081 10 39.     (W)     SCALED    
 GX1453* NAVD 88     -       836.105  (meters)    2743.12   (feet)  ADJUSTED  
 GX1453  ___________________________________________________________________
 GX1453  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX1453  DYNAMIC HT  -         835.335 (meters)    2740.59  (feet)  COMP
 GX1453  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 GX1453
 GX1453  VERT ORDER  -  FIRST     CLASS II
 GX1453
 GX1453.The horizontal coordinates were scaled from a topographic map and have
 GX1453.an estimated accuracy of +/- 6 seconds.
 GX1453
 GX1453.The orthometric height was determined by differential leveling
 GX1453.and adjusted by the National Geodetic Survey in June 1991..
 GX1453
 GX1453.The geoid height was determined by GEOID03.
 GX1453
 GX1453.The dynamic height is computed by dividing the NAVD 88
 GX1453.geopotential number by the normal gravity value computed on the
 GX1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1453.degrees latitude (g = 980.6199 gals.).
 GX1453
 GX1453.The modeled gravity was interpolated from observed gravity values.
 GX1453
 GX1453;                    North         East    Units  Estimated Accuracy
 GX1453;SPC VA S     - 1,085,220.    3,261,930.      MT  (+/- 180 meters Scaled)
 GX1453
 GX1453                          SUPERSEDED SURVEY CONTROL
 GX1453
 GX1453  NGVD 29 (??/??/92)  836.162  (m)         2743.31   (f) ADJ UNCH    1 2
 GX1453
 GX1453.Superseded values are not recommended for survey control.
 GX1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1453.See file dsdata.txt to determine how the superseded data were derived.
 GX1453
 GX1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB842027(NAD 83)
 GX1453_MARKER: DB = BENCH MARK DISK
 GX1453_SETTING: 66 = SET IN ROCK OUTCROP
 GX1453_SP_SET: ROCK OUTCROP
 GX1453_STAMPING: B 430 1963
 GX1453_MARK LOGO: CGS   
 GX1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1453+STABILITY: POSITION/ELEVATION WELL
 GX1453
 GX1453  HISTORY     - Date     Condition        Report By
 GX1453  HISTORY     - 1963     MONUMENTED       CGS
 GX1453  HISTORY     - 1984     GOOD             NGS
 GX1453
 GX1453                          STATION DESCRIPTION
 GX1453
 GX1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1453'4.4 MI SW FROM BLAND.
 GX1453'ABOUT 0.15 MILE NORTH ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1453'IN BLAND, THENCE 4.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 21 AND
 GX1453'52.  SET IN A DRILL HOLE IN OUTCROPPING ROCK, 0.4 MILE NORTHEAST
 GX1453'OF THE JUNCTION OF STATE ROAD 42, 20 FEET NORTHWEST OF THE
 GX1453'CENTERLINE OF THE HIGHWAY, 10 FEET SOUTHEAST OF A FENCE LINE,
 GX1453'6.4 FEET SOUTHEAST OF POWER LINE POLE NO. E24, 2.6 FEET
 GX1453'NORTHWEST OF A STANDARD METAL WITNESS SIGN AND ABOUT 4 FEET
 GX1453'ABOVE THE LEVEL OF THE HIGHWAY.
 GX1453
 GX1453                          STATION RECOVERY (1984)
 GX1453
 GX1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0651 ***********************************************************************
 FZ0651  DESIGNATION -  B 431
 FZ0651  PID         -  FZ0651
 FZ0651  STATE/COUNTY-  VA/CARROLL
 FZ0651  USGS QUAD   -  LAMBSBURG (1977)
 FZ0651
 FZ0651                         *CURRENT SURVEY CONTROL
 FZ0651  ___________________________________________________________________
 FZ0651* NAD 83(1986)-  36 36 42.     (N)    080 51 50.     (W)     SCALED    
 FZ0651* NAVD 88     -       832.245  (meters)    2730.46   (feet)  ADJUSTED  
 FZ0651  ___________________________________________________________________
 FZ0651  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FZ0651  DYNAMIC HT  -         831.435 (meters)    2727.80  (feet)  COMP
 FZ0651  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 FZ0651
 FZ0651  VERT ORDER  -  SECOND    CLASS 0
 FZ0651
 FZ0651.The horizontal coordinates were scaled from a topographic map and have
 FZ0651.an estimated accuracy of +/- 6 seconds.
 FZ0651
 FZ0651.The orthometric height was determined by differential leveling
 FZ0651.and adjusted by the National Geodetic Survey in June 1991..
 FZ0651
 FZ0651.The geoid height was determined by GEOID03.
 FZ0651
 FZ0651.The dynamic height is computed by dividing the NAVD 88
 FZ0651.geopotential number by the normal gravity value computed on the
 FZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0651.degrees latitude (g = 980.6199 gals.).
 FZ0651
 FZ0651.The modeled gravity was interpolated from observed gravity values.
 FZ0651
 FZ0651;                    North         East    Units  Estimated Accuracy
 FZ0651;SPC VA S     - 1,033,540.    3,288,540.      MT  (+/- 180 meters Scaled)
 FZ0651
 FZ0651                          SUPERSEDED SURVEY CONTROL
 FZ0651
 FZ0651  NGVD 29 (??/??/92)  832.379  (m)         2730.90   (f) ADJ UNCH    2 0
 FZ0651
 FZ0651.Superseded values are not recommended for survey control.
 FZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0651.See file dsdata.txt to determine how the superseded data were derived.
 FZ0651
 FZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA121518(NAD 83)
 FZ0651_MARKER: DB = BENCH MARK DISK
 FZ0651_SETTING: 80 = SET IN A BOULDER
 FZ0651_STAMPING: B 431 1963
 FZ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0651+STABILITY: SURFACE MOTION
 FZ0651
 FZ0651  HISTORY     - Date     Condition        Report By
 FZ0651  HISTORY     - 1963     MONUMENTED       CGS
 FZ0651
 FZ0651                          STATION DESCRIPTION
 FZ0651
 FZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0651'9.4 MI SE FROM GALAX.
 FZ0651'1.45 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 FZ0651'IN GALAX, THEN TURN EAST ALONG STATE HIGHWAY 97 FOR 4.75 MILES,
 FZ0651'THEN TURN SOUTH ALONG SECONDARY STATE ROAD 713 FOR 1.9 MILES,
 FZ0651'THEN TURN SOUTHEAST ALONG SECONDARY STATE ROAD 608 FOR 0.45 MILE,
 FZ0651'THEN TURN SOUTHWEST ALONG SECONDARY STATE ROAD 720 FOR 0.85 MILE.
 FZ0651'THE MARK IS SET IN TOP OF A 3 BY 5 FEET BOULDER THAT PROJECTS
 FZ0651'3 FEET ON THE SOUTH SIDE AND IS FLUSH WITH THE GROUND ON THE NORTH
 FZ0651'SIDE, 27 FEET NORTHWEST OF THE CENTER OF SECONDARY STATE ROAD
 FZ0651'720, 38 FEET SOUTHWEST OF A POWER LINE POLE NO. 1024-143, 7 FEET
 FZ0651'SOUTH OF A WIRE FENCE LINE, 5.5 FEET SOUTHWEST OF A STANDARD
 FZ0651'METAL WITNESS SIGN AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1561 ***********************************************************************
 GX1561  DESIGNATION -  B 432
 GX1561  PID         -  GX1561
 GX1561  STATE/COUNTY-  VA/TAZEWELL
 GX1561  USGS QUAD   -  COVE CREEK (1979)
 GX1561
 GX1561                         *CURRENT SURVEY CONTROL
 GX1561  ___________________________________________________________________
 GX1561* NAD 83(1986)-  37 12 59.     (N)    081 21 24.     (W)     SCALED    
 GX1561* NAVD 88     -       769.551  (meters)    2524.77   (feet)  ADJUSTED  
 GX1561  ___________________________________________________________________
 GX1561  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GX1561  DYNAMIC HT  -         768.860 (meters)    2522.50  (feet)  COMP
 GX1561  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 GX1561
 GX1561  VERT ORDER  -  SECOND    CLASS 0
 GX1561
 GX1561.The horizontal coordinates were scaled from a topographic map and have
 GX1561.an estimated accuracy of +/- 6 seconds.
 GX1561
 GX1561.The orthometric height was determined by differential leveling
 GX1561.and adjusted by the National Geodetic Survey in June 1991..
 GX1561
 GX1561.The geoid height was determined by GEOID03.
 GX1561
 GX1561.The dynamic height is computed by dividing the NAVD 88
 GX1561.geopotential number by the normal gravity value computed on the
 GX1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1561.degrees latitude (g = 980.6199 gals.).
 GX1561
 GX1561.The modeled gravity was interpolated from observed gravity values.
 GX1561
 GX1561;                    North         East    Units  Estimated Accuracy
 GX1561;SPC VA S     - 1,101,830.    3,246,500.      MT  (+/- 180 meters Scaled)
 GX1561
 GX1561                          SUPERSEDED SURVEY CONTROL
 GX1561
 GX1561  NGVD 29 (??/??/92)  769.652  (m)         2525.10   (f) ADJ UNCH    2 0
 GX1561
 GX1561.Superseded values are not recommended for survey control.
 GX1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1561.See file dsdata.txt to determine how the superseded data were derived.
 GX1561
 GX1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB683189(NAD 83)
 GX1561_MARKER: DB = BENCH MARK DISK
 GX1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1561_STAMPING: B 432 1963
 GX1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1561+STABILITY: SURFACE MOTION
 GX1561
 GX1561  HISTORY     - Date     Condition        Report By
 GX1561  HISTORY     - 1963     MONUMENTED       CGS
 GX1561  HISTORY     - 1966     GOOD             NGS
 GX1561  HISTORY     - 1966     GOOD             NGS
 GX1561
 GX1561                          STATION DESCRIPTION
 GX1561
 GX1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1561'5.9 MI SW FROM BLUEFIELD.
 GX1561'5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 19-460 FROM THE BLUEFIELD
 GX1561'POST OFFICE, 0.1 MILE EAST OF SECONDARY STATE ROAD 665, AT THE
 GX1561'EAST EDGE OF BLUESTONE MARKET PARKING AREA, 39 FEET NORTH OF
 GX1561'THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF POWER POLE 316-199,
 GX1561'AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.  SET IN THE TOP
 GX1561'OF A CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND ABOUT LEVEL
 GX1561'WITH THE HIGHWAY.
 GX1561
 GX1561                          STATION RECOVERY (1966)
 GX1561
 GX1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0793 ***********************************************************************
 GY0793  DESIGNATION -  B 433
 GY0793  PID         -  GY0793
 GY0793  STATE/COUNTY-  VA/BUCHANAN
 GY0793  USGS QUAD   -  VANSANT (1977)
 GY0793
 GY0793                         *CURRENT SURVEY CONTROL
 GY0793  ___________________________________________________________________
 GY0793* NAD 83(1986)-  37 14 08.     (N)    082 05 31.     (W)     SCALED    
 GY0793* NAVD 88     -       348.057  (meters)    1141.92   (feet)  ADJUSTED  
 GY0793  ___________________________________________________________________
 GY0793  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY0793  DYNAMIC HT  -         347.771 (meters)    1140.98  (feet)  COMP
 GY0793  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 GY0793
 GY0793  VERT ORDER  -  SECOND    CLASS 0
 GY0793
 GY0793.The horizontal coordinates were scaled from a topographic map and have
 GY0793.an estimated accuracy of +/- 6 seconds.
 GY0793
 GY0793.The orthometric height was determined by differential leveling
 GY0793.and adjusted by the National Geodetic Survey in June 1991..
 GY0793
 GY0793.The geoid height was determined by GEOID03.
 GY0793
 GY0793.The dynamic height is computed by dividing the NAVD 88
 GY0793.geopotential number by the normal gravity value computed on the
 GY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0793.degrees latitude (g = 980.6199 gals.).
 GY0793
 GY0793.The modeled gravity was interpolated from observed gravity values.
 GY0793
 GY0793;                    North         East    Units  Estimated Accuracy
 GY0793;SPC VA S     - 1,106,190.    3,181,360.      MT  (+/- 180 meters Scaled)
 GY0793
 GY0793                          SUPERSEDED SURVEY CONTROL
 GY0793
 GY0793  NGVD 29 (??/??/92)  348.246  (m)         1142.54   (f) ADJ UNCH    2 0
 GY0793
 GY0793.Superseded values are not recommended for survey control.
 GY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0793.See file dsdata.txt to determine how the superseded data were derived.
 GY0793
 GY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB031215(NAD 83)
 GY0793_MARKER: DB = BENCH MARK DISK
 GY0793_SETTING: 66 = SET IN ROCK OUTCROP
 GY0793_SP_SET: ROCK CUT
 GY0793_STAMPING: B 433 1963
 GY0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0793+STABILITY: POSITION/ELEVATION WELL
 GY0793
 GY0793  HISTORY     - Date     Condition        Report By
 GY0793  HISTORY     - 1963     MONUMENTED       CGS
 GY0793
 GY0793                          STATION DESCRIPTION
 GY0793
 GY0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GY0793'0.4 MI NW FROM DEEL.
 GY0793'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0793'AT DEEL, AND 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM
 GY0793'VANSANT, 218.0 FEET SOUTH OF SOUTHWEST CORNER OF A BLOCK HOUSE,
 GY0793'118 FEET SOUTH OF NORTH END OF CUT, 30.4 FEET WEST OF THE
 GY0793'CENTERLINE OF HIGHWAY, SET VERTICALLY IN A ROCK CUT AND IS ABOUT
 GY0793'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0362 ***********************************************************************
 GA0362  DESIGNATION -  B 434
 GA0362  PID         -  GA0362
 GA0362  STATE/COUNTY-  VA/RUSSELL
 GA0362  USGS QUAD   -  HANSONVILLE (1978)
 GA0362
 GA0362                         *CURRENT SURVEY CONTROL
 GA0362  ___________________________________________________________________
 GA0362* NAD 83(1986)-  36 50 28.     (N)    082 08 14.     (W)     SCALED    
 GA0362* NAVD 88     -       692.952  (meters)    2273.46   (feet)  ADJUSTED  
 GA0362  ___________________________________________________________________
 GA0362  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0362  DYNAMIC HT  -         692.320 (meters)    2271.39  (feet)  COMP
 GA0362  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 GA0362
 GA0362  VERT ORDER  -  SECOND    CLASS 0
 GA0362
 GA0362.The horizontal coordinates were scaled from a topographic map and have
 GA0362.an estimated accuracy of +/- 6 seconds.
 GA0362
 GA0362.The orthometric height was determined by differential leveling
 GA0362.and adjusted by the National Geodetic Survey in June 1991..
 GA0362
 GA0362.The geoid height was determined by GEOID03.
 GA0362
 GA0362.The dynamic height is computed by dividing the NAVD 88
 GA0362.geopotential number by the normal gravity value computed on the
 GA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0362.degrees latitude (g = 980.6199 gals.).
 GA0362
 GA0362.The modeled gravity was interpolated from observed gravity values.
 GA0362
 GA0362;                    North         East    Units  Estimated Accuracy
 GA0362;SPC VA S     - 1,062,600.    3,175,660.      MT  (+/- 180 meters Scaled)
 GA0362
 GA0362                          SUPERSEDED SURVEY CONTROL
 GA0362
 GA0362  NGVD 29 (??/??/92)  693.060  (m)         2273.81   (f) ADJ UNCH    2 0
 GA0362
 GA0362.Superseded values are not recommended for survey control.
 GA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0362.See file dsdata.txt to determine how the superseded data were derived.
 GA0362
 GA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA986778(NAD 83)
 GA0362_MARKER: DB = BENCH MARK DISK
 GA0362_SETTING: 66 = SET IN ROCK OUTCROP
 GA0362_SP_SET: OUTCROP OF BEDROCK
 GA0362_STAMPING: B 434 1963
 GA0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0362+STABILITY: POSITION/ELEVATION WELL
 GA0362
 GA0362  HISTORY     - Date     Condition        Report By
 GA0362  HISTORY     - 1963     MONUMENTED       CGS
 GA0362
 GA0362                          STATION DESCRIPTION
 GA0362
 GA0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0362'1.5 MI NE FROM HANSONVILLE.
 GA0362'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 GA0362'U.S. HIGHWAYS 19 AND 58, AT HANSONVILLE, TO THE MARK SET IN THE
 GA0362'TOP OF A LARGE OUTCROP OF BEDROCK, 113.0 YARDS EAST OF JUNCTION
 GA0362'OF U.S. HIGHWAY 19 AND CO. RD. 674, 53.0 FEET NORTHEAST OF A 3
 GA0362'FOOT MAPLE TREE, 49.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 GA0362'117.1 FEET NORTH OF A POWER LINE POLE 753 THAT THREE LINES LEADS
 GA0362'INTO, 15.3 FEET SOUTHEAST OF A WIRE FENCE, AND IS ABOUT LEVEL WITH
 GA0362'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0363 ***********************************************************************
 GA0363  DESIGNATION -  B 434 RESET 1973
 GA0363  PID         -  GA0363
 GA0363  STATE/COUNTY-  VA/RUSSELL
 GA0363  USGS QUAD   -  HANSONVILLE (1978)
 GA0363
 GA0363                         *CURRENT SURVEY CONTROL
 GA0363  ___________________________________________________________________
 GA0363* NAD 83(1986)-  36 50 28.     (N)    082 08 14.     (W)     SCALED    
 GA0363* NAVD 88     -       694.53   (+/-2cm)    2278.6    (feet)  VERTCON   
 GA0363  ___________________________________________________________________
 GA0363  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA0363
 GA0363  VERT ORDER  -  THIRD (See Below)
 GA0363
 GA0363.The horizontal coordinates were scaled from a topographic map and have
 GA0363.an estimated accuracy of +/- 6 seconds.
 GA0363
 GA0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0363.The vertical order pertains to the NGVD 29 superseded value.
 GA0363
 GA0363.The geoid height was determined by GEOID03.
 GA0363
 GA0363;                    North         East    Units  Estimated Accuracy
 GA0363;SPC VA S     - 1,062,600.    3,175,660.      MT  (+/- 180 meters Scaled)
 GA0363
 GA0363                          SUPERSEDED SURVEY CONTROL
 GA0363
 GA0363  NGVD 29 (03/21/06)  694.64   (m)         2279.0    (f) RESET       3  
 GA0363
 GA0363.Superseded values are not recommended for survey control.
 GA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0363.See file dsdata.txt to determine how the superseded data were derived.
 GA0363
 GA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA986778(NAD 83)
 GA0363_MARKER: DD = SURVEY DISK
 GA0363_SETTING: 66 = SET IN ROCK OUTCROP
 GA0363_SP_SET: ROCK OUTCROP
 GA0363_STAMPING: B 434 RESET 1973
 GA0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0363+STABILITY: POSITION/ELEVATION WELL
 GA0363
 GA0363  HISTORY     - Date     Condition        Report By
 GA0363  HISTORY     - 1973     MONUMENTED       VADH
 GA0363
 GA0363                          STATION DESCRIPTION
 GA0363
 GA0363'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973
 GA0363'1.5 MI NE FROM HANSONVILLE.
 GA0363'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM JUNCTION OF U.S.
 GA0363'HIGHWAY 19 AND 58, AT HANSONVILLE, TO THE MARK SET IN TOP OF
 GA0363'ROCK OUTCROP, 113 YARDS EAST OF JUNCTION OF U.S. HIGHWAY 19 AND
 GA0363'COUNTY ROAD 674, 103 FT SOUTHEAST OF CENTERLINE OF HIGHWAY, 63 FT
 GA0363'NORTH OF POWER POLE 753 5 FT ABOVE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1450 ***********************************************************************
 GA1450  DESIGNATION -  B 435
 GA1450  PID         -  GA1450
 GA1450  STATE/COUNTY-  VA/LEE
 GA1450  USGS QUAD   -  KEOKEE (1978)
 GA1450
 GA1450                         *CURRENT SURVEY CONTROL
 GA1450  ___________________________________________________________________
 GA1450* NAD 83(1986)-  36 46 48.     (N)    082 55 28.     (W)     SCALED    
 GA1450* NAVD 88     -       429.463  (meters)    1409.00   (feet)  ADJUSTED  
 GA1450  ___________________________________________________________________
 GA1450  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1450  DYNAMIC HT  -         429.087 (meters)    1407.76  (feet)  COMP
 GA1450  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 GA1450
 GA1450  VERT ORDER  -  SECOND    CLASS 0
 GA1450
 GA1450.The horizontal coordinates were scaled from a topographic map and have
 GA1450.an estimated accuracy of +/- 6 seconds.
 GA1450
 GA1450.The orthometric height was determined by differential leveling
 GA1450.and adjusted by the National Geodetic Survey in June 1991..
 GA1450
 GA1450.The geoid height was determined by GEOID03.
 GA1450
 GA1450.The dynamic height is computed by dividing the NAVD 88
 GA1450.geopotential number by the normal gravity value computed on the
 GA1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1450.degrees latitude (g = 980.6199 gals.).
 GA1450
 GA1450.The modeled gravity was interpolated from observed gravity values.
 GA1450
 GA1450;                    North         East    Units  Estimated Accuracy
 GA1450;SPC VA S     - 1,058,820.    3,105,190.      MT  (+/- 180 meters Scaled)
 GA1450
 GA1450                          SUPERSEDED SURVEY CONTROL
 GA1450
 GA1450  NGVD 29 (??/??/92)  429.60   (m)         1409.4    (f) COMPUTED    2 0
 GA1450
 GA1450.Superseded values are not recommended for survey control.
 GA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1450.See file dsdata.txt to determine how the superseded data were derived.
 GA1450
 GA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA282721(NAD 83)
 GA1450_MARKER: DB = BENCH MARK DISK
 GA1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1450_SP_SET: BRIDGE
 GA1450_STAMPING: B 435 1963
 GA1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1450
 GA1450  HISTORY     - Date     Condition        Report By
 GA1450  HISTORY     - 1963     MONUMENTED       CGS
 GA1450
 GA1450                          STATION DESCRIPTION
 GA1450
 GA1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1450'1.2 MI E FROM DRYDEN.
 GA1450'ABOUT 1.2 MILES EAST ALONG U.S. ALTERNATE 58 FROM THE POST
 GA1450'OFFICE AT DRYDEN TO THE MARK SET IN THE TOP OF THE SOUTHEAST
 GA1450'WINGWALL OF BRIDGE OVER POWELL RIVER, 14.0 FEET SOUTH OF CENTERLINE
 GA1450'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1427 ***********************************************************************
 GW1427  DESIGNATION -  B 436
 GW1427  PID         -  GW1427
 GW1427  STATE/COUNTY-  VA/FRANKLIN
 GW1427  USGS QUAD   -  BOONES MILL (1978)
 GW1427
 GW1427                         *CURRENT SURVEY CONTROL
 GW1427  ___________________________________________________________________
 GW1427* NAD 83(1986)-  37 03 15.     (N)    079 52 56.     (W)     SCALED    
 GW1427* NAVD 88     -       300.647  (meters)     986.37   (feet)  ADJUSTED  
 GW1427  ___________________________________________________________________
 GW1427  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1427  DYNAMIC HT  -         300.396 (meters)     985.55  (feet)  COMP
 GW1427  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 GW1427
 GW1427  VERT ORDER  -  FIRST     CLASS II
 GW1427
 GW1427.The horizontal coordinates were scaled from a topographic map and have
 GW1427.an estimated accuracy of +/- 6 seconds.
 GW1427
 GW1427.The orthometric height was determined by differential leveling
 GW1427.and adjusted by the National Geodetic Survey in June 1991..
 GW1427
 GW1427.The geoid height was determined by GEOID03.
 GW1427
 GW1427.The dynamic height is computed by dividing the NAVD 88
 GW1427.geopotential number by the normal gravity value computed on the
 GW1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1427.degrees latitude (g = 980.6199 gals.).
 GW1427
 GW1427.The modeled gravity was interpolated from observed gravity values.
 GW1427
 GW1427;                    North         East    Units  Estimated Accuracy
 GW1427;SPC VA S     - 1,080,890.    3,377,060.      MT  (+/- 180 meters Scaled)
 GW1427
 GW1427                          SUPERSEDED SURVEY CONTROL
 GW1427
 GW1427  NGVD 29 (??/??/92)  300.837  (m)          987.00   (f) ADJ UNCH    1 2
 GW1427
 GW1427.Superseded values are not recommended for survey control.
 GW1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1427.See file dsdata.txt to determine how the superseded data were derived.
 GW1427
 GW1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB993014(NAD 83)
 GW1427_MARKER: DB = BENCH MARK DISK
 GW1427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1427_SP_SET: BRIDGE
 GW1427_STAMPING: B 436 1964
 GW1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1427
 GW1427  HISTORY     - Date     Condition        Report By
 GW1427  HISTORY     - 1964     MONUMENTED       CGS
 GW1427
 GW1427                          STATION DESCRIPTION
 GW1427
 GW1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1427'4.9 MI N FROM ROCKY MOUNT.
 GW1427'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 GW1427'IN ROCKY MOUNT AND 6.1 MILES SOUTH OF BOONES MILL TO THE MARK
 GW1427'SET IN THE SOUTHWEST WINGWALL OF BRIDGE OVER BLACKWATER RIVER,
 GW1427'16.2 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL
 GW1427'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0786 ***********************************************************************
 FY0786  DESIGNATION -  B 437
 FY0786  PID         -  FY0786
 FY0786  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0786  USGS QUAD   -  DANVILLE (1984)
 FY0786
 FY0786                         *CURRENT SURVEY CONTROL
 FY0786  ___________________________________________________________________
 FY0786* NAD 83(1986)-  36 35 53.     (N)    079 28 47.     (W)     SCALED    
 FY0786* NAVD 88     -       158.752  (meters)     520.84   (feet)  ADJUSTED  
 FY0786  ___________________________________________________________________
 FY0786  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 FY0786  DYNAMIC HT  -         158.619 (meters)     520.40  (feet)  COMP
 FY0786  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 FY0786
 FY0786  VERT ORDER  -  SECOND    CLASS 0
 FY0786
 FY0786.The horizontal coordinates were scaled from a topographic map and have
 FY0786.an estimated accuracy of +/- 6 seconds.
 FY0786
 FY0786.The orthometric height was determined by differential leveling
 FY0786.and adjusted by the National Geodetic Survey in June 1991..
 FY0786
 FY0786.The geoid height was determined by GEOID03.
 FY0786
 FY0786.The dynamic height is computed by dividing the NAVD 88
 FY0786.geopotential number by the normal gravity value computed on the
 FY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0786.degrees latitude (g = 980.6199 gals.).
 FY0786
 FY0786.The modeled gravity was interpolated from observed gravity values.
 FY0786
 FY0786;                    North         East    Units  Estimated Accuracy
 FY0786;SPC VA S     - 1,029,830.    3,412,340.      MT  (+/- 180 meters Scaled)
 FY0786
 FY0786                          SUPERSEDED SURVEY CONTROL
 FY0786
 FY0786  NGVD 29 (??/??/92)  158.988  (m)          521.61   (f) ADJ UNCH    2 0
 FY0786
 FY0786.Superseded values are not recommended for survey control.
 FY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0786.See file dsdata.txt to determine how the superseded data were derived.
 FY0786
 FY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA359513(NAD 83)
 FY0786_MARKER: DB = BENCH MARK DISK
 FY0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0786_STAMPING: B 437 1964
 FY0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0786+STABILITY: SURFACE MOTION
 FY0786
 FY0786  HISTORY     - Date     Condition        Report By
 FY0786  HISTORY     - 1964     MONUMENTED       CGS
 FY0786
 FY0786                          STATION DESCRIPTION
 FY0786
 FY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0786'3 MI W FROM DANVILLE.
 FY0786'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE VIADUCT AT
 FY0786'THE JUNCTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY ALTERNATE 29
 FY0786'AT THE WEST EDGE OF DANVILLE TO THE MARK SET IN THE TOP OF A
 FY0786'CONCRETE POST PROJECTING 4 INCHES, 105 FEET NORTHEAST OF NORTHEAST
 FY0786'CORNER OF CARTERS GRILL, 52 FEET SOUTHWEST OF CENTER LINE OF
 FY0786'HIGHWAY, 2 FEET NORTHEAST OF POWER LINE POLE AND TELEPHONE POLE
 FY0786'89 - 10, 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND IS ABOUT
 FY0786'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1457 ***********************************************************************
 GW1457  DESIGNATION -  B 439
 GW1457  PID         -  GW1457
 GW1457  STATE/COUNTY-  VA/BEDFORD
 GW1457  USGS QUAD   -  MONTVALE (1977)
 GW1457
 GW1457                         *CURRENT SURVEY CONTROL
 GW1457  ___________________________________________________________________
 GW1457* NAD 83(1986)-  37 23 01.     (N)    079 43 49.     (W)     SCALED    
 GW1457* NAVD 88     -       292.790  (meters)     960.60   (feet)  POSTED    
 GW1457  ___________________________________________________________________
 GW1457  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW1457  DYNAMIC HT  -         292.550 (meters)     959.81  (feet)  COMP
 GW1457  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 GW1457
 GW1457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1457
 GW1457.The horizontal coordinates were scaled from a topographic map and have
 GW1457.an estimated accuracy of +/- 6 seconds.
 GW1457
 GW1457.The orthometric height was determined by differential leveling
 GW1457.and adjusted by the National Geodetic Survey in 1992..
 GW1457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1457.rate of 0.0 thru 1.0 mm/km.
 GW1457
 GW1457.The geoid height was determined by GEOID03.
 GW1457
 GW1457.The dynamic height is computed by dividing the NAVD 88
 GW1457.geopotential number by the normal gravity value computed on the
 GW1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1457.degrees latitude (g = 980.6199 gals.).
 GW1457
 GW1457.The modeled gravity was interpolated from observed gravity values.
 GW1457
 GW1457;                    North         East    Units  Estimated Accuracy
 GW1457;SPC VA S     - 1,117,260.    3,391,050.      MT  (+/- 180 meters Scaled)
 GW1457
 GW1457                          SUPERSEDED SURVEY CONTROL
 GW1457
 GW1457  NGVD 29 (??/??/92)  292.994  (m)          961.26   (f) ADJ UNCH    2 0
 GW1457
 GW1457.Superseded values are not recommended for survey control.
 GW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1457.See file dsdata.txt to determine how the superseded data were derived.
 GW1457
 GW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB124381(NAD 83)
 GW1457_MARKER: DB = BENCH MARK DISK
 GW1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1457_SP_SET: CATCH BASIN
 GW1457_STAMPING: B 439
 GW1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1457
 GW1457  HISTORY     - Date     Condition        Report By
 GW1457  HISTORY     - UNK      MONUMENTED       CGS
 GW1457  HISTORY     - 1964     GOOD             NGS
 GW1457
 GW1457                          STATION DESCRIPTION
 GW1457
 GW1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1457'0.3 MI E FROM MONTVALE.
 GW1457'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE MONTVALE
 GW1457'SCHOOL TO THE MARK SET IN THE TOP OF THE NORTHWEST CORNER OF A
 GW1457'CATCH BASIN IN THE MEDIAN OF HIGHWAY, 270 FEET NORTHWEST OF
 GW1457'A CROSSOVER, 34.4 FEET NORTHEAST OF EAST BOUND LANES, 28 FEET
 GW1457'SOUTHWEST OF WEST BOUND LANES AND IS ABOUT 1 FOOT BELOW THE
 GW1457'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0282 ***********************************************************************
 JW0282  DESIGNATION -  B 44
 JW0282  PID         -  JW0282
 JW0282  STATE/COUNTY-  VA/FREDERICK
 JW0282  USGS QUAD   -  GORE (1987)
 JW0282
 JW0282                         *CURRENT SURVEY CONTROL
 JW0282  ___________________________________________________________________
 JW0282* NAD 83(1986)-  39 16 35.     (N)    078 21 06.     (W)     SCALED    
 JW0282* NAVD 88     -       293.155  (meters)     961.79   (feet)  ADJUSTED  
 JW0282  ___________________________________________________________________
 JW0282  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JW0282  DYNAMIC HT  -         292.968 (meters)     961.18  (feet)  COMP
 JW0282  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JW0282
 JW0282  VERT ORDER  -  SECOND    CLASS 0
 JW0282
 JW0282.The horizontal coordinates were scaled from a topographic map and have
 JW0282.an estimated accuracy of +/- 6 seconds.
 JW0282
 JW0282.The orthometric height was determined by differential leveling
 JW0282.and adjusted by the National Geodetic Survey in June 1991..
 JW0282
 JW0282.The geoid height was determined by GEOID03.
 JW0282
 JW0282.The dynamic height is computed by dividing the NAVD 88
 JW0282.geopotential number by the normal gravity value computed on the
 JW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0282.degrees latitude (g = 980.6199 gals.).
 JW0282
 JW0282.The modeled gravity was interpolated from observed gravity values.
 JW0282
 JW0282;                    North         East    Units  Estimated Accuracy
 JW0282;SPC VA N     - 2,178,700.    3,512,800.      MT  (+/- 180 meters Scaled)
 JW0282
 JW0282                          SUPERSEDED SURVEY CONTROL
 JW0282
 JW0282  NGVD 29 (??/??/92)  293.311  (m)          962.30   (f) ADJ UNCH    2 0
 JW0282
 JW0282.Superseded values are not recommended for survey control.
 JW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0282.See file dsdata.txt to determine how the superseded data were derived.
 JW0282
 JW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD284507(NAD 83)
 JW0282_MARKER: DB = BENCH MARK DISK
 JW0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0282_STAMPING: B 44 1934
 JW0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0282+STABILITY: SURFACE MOTION
 JW0282
 JW0282  HISTORY     - Date     Condition        Report By
 JW0282  HISTORY     - 1934     MONUMENTED       CGS
 JW0282  HISTORY     - 1958     MARK NOT FOUND   NGS
 JW0282  HISTORY     - 1989     GOOD             USPSQD
 JW0282  HISTORY     - 19980228 GOOD             USPSQD
 JW0282
 JW0282                          STATION DESCRIPTION
 JW0282
 JW0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0282'1.7 MI W FROM GORE.
 JW0282'1.7 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE WINCHESTER AND
 JW0282'WESTERN RAILROAD STATION AT GORE, FREDERICK COUNTY, ON A LONG
 JW0282'STEEP GRADE THAT STARTS ABOUT 0.5 MILE WEST OF GORE, ABOUT 0.7
 JW0282'MILE EAST OF THE FILLING STATION AT THE TOP OF THE GRADE, ABOUT
 JW0282'8 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 YARDS
 JW0282'EAST OF A 15-INCH WHITE OAK TREE.  A STANDARD DISK, STAMPED B 44
 JW0282'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JW0282
 JW0282                          STATION RECOVERY (1958)
 JW0282
 JW0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JW0282'MARK NOT FOUND.
 JW0282
 JW0282                          STATION RECOVERY (1989)
 JW0282
 JW0282'RECOVERY NOTE BY US POWER SQUADRON 1989 (RES)
 JW0282'RECOVERED IN GOOD CONDITION.
 JW0282
 JW0282                          STATION RECOVERY (1998)
 JW0282
 JW0282'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1496 ***********************************************************************
 GA1496  DESIGNATION -  B 44 1674
 GA1496  PID         -  GA1496
 GA1496  STATE/COUNTY-  VA/LEE
 GA1496  USGS QUAD   -  HUBBARD SPRINGS (1991)
 GA1496
 GA1496                         *CURRENT SURVEY CONTROL
 GA1496  ___________________________________________________________________
 GA1496* NAD 83(1986)-  36 44 00.     (N)    083 08 15.     (W)     SCALED    
 GA1496* NAVD 88     -       509.935  (meters)    1673.01   (feet)  ADJUSTED  
 GA1496  ___________________________________________________________________
 GA1496  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1496  DYNAMIC HT  -         509.480 (meters)    1671.52  (feet)  COMP
 GA1496  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 GA1496
 GA1496  VERT ORDER  -  SECOND    CLASS 0
 GA1496
 GA1496.The horizontal coordinates were scaled from a topographic map and have
 GA1496.an estimated accuracy of +/- 6 seconds.
 GA1496
 GA1496.The orthometric height was determined by differential leveling
 GA1496.and adjusted by the National Geodetic Survey in June 1991..
 GA1496
 GA1496.The geoid height was determined by GEOID03.
 GA1496
 GA1496.The dynamic height is computed by dividing the NAVD 88
 GA1496.geopotential number by the normal gravity value computed on the
 GA1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1496.degrees latitude (g = 980.6199 gals.).
 GA1496
 GA1496.The modeled gravity was interpolated from observed gravity values.
 GA1496
 GA1496;                    North         East    Units  Estimated Accuracy
 GA1496;SPC VA S     - 1,054,560.    3,085,940.      MT  (+/- 180 meters Scaled)
 GA1496
 GA1496                          SUPERSEDED SURVEY CONTROL
 GA1496
 GA1496  NGVD 29 (??/??/92)  510.052  (m)         1673.40   (f) ADJ UNCH    2 0
 GA1496
 GA1496.Superseded values are not recommended for survey control.
 GA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1496.See file dsdata.txt to determine how the superseded data were derived.
 GA1496
 GA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA091674(NAD 83)
 GA1496_MARKER: DD = SURVEY DISK
 GA1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1496_SP_SET: CULVERT
 GA1496_STAMPING: 1674 B 44 1912
 GA1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1496
 GA1496  HISTORY     - Date     Condition        Report By
 GA1496  HISTORY     - 1912     MONUMENTED       USGS
 GA1496  HISTORY     - 1934     GOOD             NGS
 GA1496
 GA1496                          STATION DESCRIPTION
 GA1496
 GA1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1496'IN OCOONITA.
 GA1496'500 FEET EAST OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT
 GA1496'OCOONITA, LEE COUNTY, AND IN THE NORTH BEDWALL OF A CULVERT.  A
 GA1496'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1674 B
 GA1496'44 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1222 ***********************************************************************
 GA1222  DESIGNATION -  B 440
 GA1222  PID         -  GA1222
 GA1222  STATE/COUNTY-  VA/SCOTT
 GA1222  USGS QUAD   -  DUFFIELD (1984)
 GA1222
 GA1222                         *CURRENT SURVEY CONTROL
 GA1222  ___________________________________________________________________
 GA1222* NAD 83(1986)-  36 43 54.     (N)    082 47 47.     (W)     SCALED    
 GA1222* NAVD 88     -       424.861  (meters)    1393.90   (feet)  ADJUSTED  
 GA1222  ___________________________________________________________________
 GA1222  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA1222  DYNAMIC HT  -         424.485 (meters)    1392.66  (feet)  COMP
 GA1222  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GA1222
 GA1222  VERT ORDER  -  FIRST     CLASS I
 GA1222
 GA1222.The horizontal coordinates were scaled from a topographic map and have
 GA1222.an estimated accuracy of +/- 6 seconds.
 GA1222
 GA1222.The orthometric height was determined by differential leveling
 GA1222.and adjusted by the National Geodetic Survey in June 1991..
 GA1222
 GA1222.The geoid height was determined by GEOID03.
 GA1222
 GA1222.The dynamic height is computed by dividing the NAVD 88
 GA1222.geopotential number by the normal gravity value computed on the
 GA1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1222.degrees latitude (g = 980.6199 gals.).
 GA1222
 GA1222.The modeled gravity was interpolated from observed gravity values.
 GA1222
 GA1222;                    North         East    Units  Estimated Accuracy
 GA1222;SPC VA S     - 1,052,940.    3,116,360.      MT  (+/- 180 meters Scaled)
 GA1222
 GA1222                          SUPERSEDED SURVEY CONTROL
 GA1222
 GA1222  NGVD 29 (??/??/92)  425.007  (m)         1394.38   (f) ADJ UNCH    1 1
 GA1222
 GA1222.Superseded values are not recommended for survey control.
 GA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1222.See file dsdata.txt to determine how the superseded data were derived.
 GA1222
 GA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA395666(NAD 83)
 GA1222_MARKER: DB = BENCH MARK DISK
 GA1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1222_SP_SET: BRIDGE
 GA1222_STAMPING: B 440 1964
 GA1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1222
 GA1222  HISTORY     - Date     Condition        Report By
 GA1222  HISTORY     - 1964     MONUMENTED       CGS
 GA1222  HISTORY     - 1967     GOOD             NGS
 GA1222
 GA1222                          STATION DESCRIPTION
 GA1222
 GA1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1222'1 MI N FROM DUFFIELD.
 GA1222'ABOUT 0.95 MILE NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1222'FROM THE STATION AT DUFFIELD, 0.2 MILE SOUTH OF MILEPOST 18, 6
 GA1222'FEET WEST OF THE WEST RAIL OF THE TRACK, SET IN THE TOP OF THE
 GA1222'WEST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 GA1222'DRY BRANCH, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0357 ***********************************************************************
 GX0357  DESIGNATION -  B 441
 GX0357  PID         -  GX0357
 GX0357  STATE/COUNTY-  VA/MONTGOMERY
 GX0357  USGS QUAD   -  NEWPORT (1985)
 GX0357
 GX0357                         *CURRENT SURVEY CONTROL
 GX0357  ___________________________________________________________________
 GX0357* NAD 83(1986)-  37 17 07.     (N)    080 27 24.     (W)     SCALED    
 GX0357* NAVD 88     -       690.809  (meters)    2266.43   (feet)  ADJUSTED  
 GX0357  ___________________________________________________________________
 GX0357  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX0357  DYNAMIC HT  -         690.193 (meters)    2264.41  (feet)  COMP
 GX0357  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 GX0357
 GX0357  VERT ORDER  -  SECOND    CLASS 0
 GX0357
 GX0357.The horizontal coordinates were scaled from a topographic map and have
 GX0357.an estimated accuracy of +/- 6 seconds.
 GX0357
 GX0357.The orthometric height was determined by differential leveling
 GX0357.and adjusted by the National Geodetic Survey in June 1991..
 GX0357
 GX0357.The geoid height was determined by GEOID03.
 GX0357
 GX0357.The dynamic height is computed by dividing the NAVD 88
 GX0357.geopotential number by the normal gravity value computed on the
 GX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0357.degrees latitude (g = 980.6199 gals.).
 GX0357
 GX0357.The modeled gravity was interpolated from observed gravity values.
 GX0357
 GX0357;                    North         East    Units  Estimated Accuracy
 GX0357;SPC VA S     - 1,107,440.    3,326,510.      MT  (+/- 180 meters Scaled)
 GX0357
 GX0357                          SUPERSEDED SURVEY CONTROL
 GX0357
 GX0357  NGVD 29 (??/??/92)  690.917  (m)         2266.78   (f) ADJ UNCH    2 0
 GX0357
 GX0357.Superseded values are not recommended for survey control.
 GX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0357.See file dsdata.txt to determine how the superseded data were derived.
 GX0357
 GX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB481266(NAD 83)
 GX0357_MARKER: DB = BENCH MARK DISK
 GX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0357_STAMPING: B 441
 GX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0357+STABILITY: SURFACE MOTION
 GX0357
 GX0357  HISTORY     - Date     Condition        Report By
 GX0357  HISTORY     - UNK      MONUMENTED       CGS
 GX0357  HISTORY     - 1964     GOOD             NGS
 GX0357  HISTORY     - 1966     GOOD             NGS
 GX0357
 GX0357                          STATION DESCRIPTION
 GX0357
 GX0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GX0357'2.8 MI SE FROM NEWPORT.
 GX0357'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0357'IN NEWPORT TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GX0357'1 INCH, 0.2 MILE EAST OF BOTTOM OF BRUSH AND GAP MOUNTAIN AND
 GX0357'COUNTY ROAD 621, 110 FEET NORTHWEST AND ACROSS ROAD FROM POWER
 GX0357'LINE POLE 135, 30 FEET NORTH OF CENTER LINE OF HIGHWAY, 14.0 FEET
 GX0357'EAST OF A 12 INCH PINE TREE, 3.0 FEET SOUTHEAST OF A METAL WITNESS
 GX0357'SIGN AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0357
 GX0357                          STATION RECOVERY (1966)
 GX0357
 GX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1761 ***********************************************************************
 GW1761  DESIGNATION -  B 442
 GW1761  PID         -  GW1761
 GW1761  STATE/COUNTY-  VA/BOTETOURT
 GW1761  USGS QUAD   -  EAGLE ROCK (1985)
 GW1761
 GW1761                         *CURRENT SURVEY CONTROL
 GW1761  ___________________________________________________________________
 GW1761* NAD 83(1986)-  37 39 31.     (N)    079 47 54.     (W)     SCALED    
 GW1761* NAVD 88     -       284.812  (meters)     934.42   (feet)  ADJUSTED  
 GW1761  ___________________________________________________________________
 GW1761  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW1761  DYNAMIC HT  -         284.586 (meters)     933.68  (feet)  COMP
 GW1761  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GW1761
 GW1761  VERT ORDER  -  FIRST     CLASS II
 GW1761
 GW1761.The horizontal coordinates were scaled from a topographic map and have
 GW1761.an estimated accuracy of +/- 6 seconds.
 GW1761
 GW1761.The orthometric height was determined by differential leveling
 GW1761.and adjusted by the National Geodetic Survey in June 1991..
 GW1761
 GW1761.The geoid height was determined by GEOID03.
 GW1761
 GW1761.The dynamic height is computed by dividing the NAVD 88
 GW1761.geopotential number by the normal gravity value computed on the
 GW1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1761.degrees latitude (g = 980.6199 gals.).
 GW1761
 GW1761.The modeled gravity was interpolated from observed gravity values.
 GW1761
 GW1761;                    North         East    Units  Estimated Accuracy
 GW1761;SPC VA S     - 1,147,860.    3,385,450.      MT  (+/- 180 meters Scaled)
 GW1761
 GW1761                          SUPERSEDED SURVEY CONTROL
 GW1761
 GW1761  NGVD 29 (??/??/92)  285.009  (m)          935.07   (f) ADJ UNCH    1 2
 GW1761
 GW1761.Superseded values are not recommended for survey control.
 GW1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1761.See file dsdata.txt to determine how the superseded data were derived.
 GW1761
 GW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB059686(NAD 83)
 GW1761_MARKER: DB = BENCH MARK DISK
 GW1761_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1761_STAMPING: B 442 1964
 GW1761_MARK LOGO: CGS   
 GW1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1761
 GW1761  HISTORY     - Date     Condition        Report By
 GW1761  HISTORY     - 1964     MONUMENTED       CGS
 GW1761  HISTORY     - 1984     GOOD             NGS
 GW1761
 GW1761                          STATION DESCRIPTION
 GW1761
 GW1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1761'1.8 MI N FROM EAGLE MOUNTAIN.
 GW1761'ABOUT 1.8 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 GW1761'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 43 AT THE NORTH END OF
 GW1761'BRIDGE OVER THE JAMES RIVER AND AT THE NORTH EDGE OF EAGLE
 GW1761'MOUNTAIN TO THE MARK SET IN THE TOP OF EAST OF NORTH BRIDGE
 GW1761'SEAT OF BRIDGE 2141 ON THE C AND O RY., 0.2 MILE NORTH OF MILEPOST
 GW1761'214, 14 FEET EAST OF EAST RAIL, 2 FEET WEST OF EAST END OF
 GW1761'BRIDGE SEAT AND IS ABOUT 200 FEET WEST OF THE HIGHWAY.
 GW1761
 GW1761                          STATION RECOVERY (1984)
 GW1761
 GW1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0428 ***********************************************************************
 GW0428  DESIGNATION -  B 443
 GW0428  PID         -  GW0428
 GW0428  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0428  USGS QUAD   -  PROSPECT (1979)
 GW0428
 GW0428                         *CURRENT SURVEY CONTROL
 GW0428  ___________________________________________________________________
 GW0428* NAD 83(1986)-  37 18 03.     (N)    078 34 00.     (W)     SCALED    
 GW0428* NAVD 88     -       178.639  (meters)     586.08   (feet)  ADJUSTED  
 GW0428  ___________________________________________________________________
 GW0428  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW0428  DYNAMIC HT  -         178.511 (meters)     585.66  (feet)  COMP
 GW0428  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 GW0428
 GW0428  VERT ORDER  -  SECOND    CLASS 0
 GW0428
 GW0428.The horizontal coordinates were scaled from a topographic map and have
 GW0428.an estimated accuracy of +/- 6 seconds.
 GW0428
 GW0428.The orthometric height was determined by differential leveling
 GW0428.and adjusted by the National Geodetic Survey in June 1991..
 GW0428
 GW0428.The geoid height was determined by GEOID03.
 GW0428
 GW0428.The dynamic height is computed by dividing the NAVD 88
 GW0428.geopotential number by the normal gravity value computed on the
 GW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0428.degrees latitude (g = 980.6199 gals.).
 GW0428
 GW0428.The modeled gravity was interpolated from observed gravity values.
 GW0428
 GW0428;                    North         East    Units  Estimated Accuracy
 GW0428;SPC VA S     - 1,107,370.    3,494,090.      MT  (+/- 180 meters Scaled)
 GW0428
 GW0428                          SUPERSEDED SURVEY CONTROL
 GW0428
 GW0428  NGVD 29 (??/??/92)  178.899  (m)          586.94   (f) ADJ UNCH    2 0
 GW0428
 GW0428.Superseded values are not recommended for survey control.
 GW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0428.See file dsdata.txt to determine how the superseded data were derived.
 GW0428
 GW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB156310(NAD 83)
 GW0428_MARKER: DB = BENCH MARK DISK
 GW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0428_STAMPING: B 443 1964
 GW0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0428+STABILITY: SURFACE MOTION
 GW0428
 GW0428  HISTORY     - Date     Condition        Report By
 GW0428  HISTORY     - 1964     MONUMENTED       CGS
 GW0428  HISTORY     - 1965     GOOD             NGS
 GW0428  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0428  HISTORY     - 20060306 MARK NOT FOUND   VADOT
 GW0428
 GW0428                          STATION DESCRIPTION
 GW0428
 GW0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0428'0.5 MI W FROM PROSPECT.
 GW0428'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 GW0428'U.S. HIGHWAY 460 AND COUNTY ROAD 626 IN PROSPECT TO THE MARK SET
 GW0428'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES, 38.0 FEET
 GW0428'SOUTH OF THE CENTERLINE OF HIGHWAY, 51.0 FEET NORTH OF THE NORTH
 GW0428'RAIL OF THE MAIN TRACK, 2.0 FEET NORTHEAST OF A METAL WITNESS SIGN
 GW0428'AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW0428
 GW0428                          STATION RECOVERY (2001)
 GW0428
 GW0428'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0428'MARK NOT FOUND.
 GW0428
 GW0428                          STATION RECOVERY (2006)
 GW0428
 GW0428'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (AGW)
 GW0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0572 ***********************************************************************
 FY0572  DESIGNATION -  B 444
 FY0572  PID         -  FY0572
 FY0572  STATE/COUNTY-  VA/CHARLOTTE
 FY0572  USGS QUAD   -  CLOVER (1988)
 FY0572
 FY0572                         *CURRENT SURVEY CONTROL
 FY0572  ___________________________________________________________________
 FY0572* NAD 83(1986)-  36 49 42.     (N)    078 38 44.     (W)     SCALED    
 FY0572* NAVD 88     -       145.330  (meters)     476.80   (feet)  ADJUSTED  
 FY0572  ___________________________________________________________________
 FY0572  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FY0572  DYNAMIC HT  -         145.221 (meters)     476.45  (feet)  COMP
 FY0572  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 FY0572
 FY0572  VERT ORDER  -  SECOND    CLASS 0
 FY0572
 FY0572.The horizontal coordinates were scaled from a topographic map and have
 FY0572.an estimated accuracy of +/- 6 seconds.
 FY0572
 FY0572.The orthometric height was determined by differential leveling
 FY0572.and adjusted by the National Geodetic Survey in June 1991..
 FY0572
 FY0572.The geoid height was determined by GEOID03.
 FY0572
 FY0572.The dynamic height is computed by dividing the NAVD 88
 FY0572.geopotential number by the normal gravity value computed on the
 FY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0572.degrees latitude (g = 980.6199 gals.).
 FY0572
 FY0572.The modeled gravity was interpolated from observed gravity values.
 FY0572
 FY0572;                    North         East    Units  Estimated Accuracy
 FY0572;SPC VA S     - 1,054,940.    3,487,020.      MT  (+/- 180 meters Scaled)
 FY0572
 FY0572                          SUPERSEDED SURVEY CONTROL
 FY0572
 FY0572  NGVD 29 (??/??/92)  145.583  (m)          477.63   (f) ADJ UNCH    2 0
 FY0572
 FY0572.Superseded values are not recommended for survey control.
 FY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0572.See file dsdata.txt to determine how the superseded data were derived.
 FY0572
 FY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA099784(NAD 83)
 FY0572_MARKER: DB = BENCH MARK DISK
 FY0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0572_STAMPING: B 444 1965
 FY0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0572+STABILITY: SURFACE MOTION
 FY0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0572+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FY0572
 FY0572  HISTORY     - Date     Condition        Report By
 FY0572  HISTORY     - 1965     MONUMENTED       CGS
 FY0572  HISTORY     - 20010317 GOOD             USPSQD
 FY0572
 FY0572                          STATION DESCRIPTION
 FY0572
 FY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0572'2.9 MI W FROM BARNESVILLE.
 FY0572'2.9 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 FY0572'U.S. HIGHWAYS 360 AND 15 AND THE POST OFFICE IN BARNESVILLE
 FY0572'TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY0572'3-INCHES, 240.0 FEET SOUTHEAST OF COUNTY ROAD 608, 36.6 FEET
 FY0572'NORTHEAST OF THE CENTERLINE OF HIGHWAY, 2.9 FEET NORTHWEST OF
 FY0572'A POWER LINE POLE, 1.8 FEET SOUTHEAST OF A METAL WITNESS SIGN
 FY0572'AND IS ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FY0572
 FY0572                          STATION RECOVERY (2001)
 FY0572
 FY0572'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0549 ***********************************************************************
 HW0549  DESIGNATION -  B 445
 HW0549  PID         -  HW0549
 HW0549  STATE/COUNTY-  VA/GREENE
 HW0549  USGS QUAD   -  STANARDSVILLE (1987)
 HW0549
 HW0549                         *CURRENT SURVEY CONTROL
 HW0549  ___________________________________________________________________
 HW0549* NAD 83(1986)-  38 17 35.     (N)    078 25 33.     (W)     SCALED    
 HW0549* NAVD 88     -       203.465  (meters)     667.53   (feet)  ADJUSTED  
 HW0549  ___________________________________________________________________
 HW0549  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0549  DYNAMIC HT  -         203.325 (meters)     667.08  (feet)  COMP
 HW0549  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 HW0549
 HW0549  VERT ORDER  -  SECOND    CLASS 0
 HW0549
 HW0549.The horizontal coordinates were scaled from a topographic map and have
 HW0549.an estimated accuracy of +/- 6 seconds.
 HW0549
 HW0549.The orthometric height was determined by differential leveling
 HW0549.and adjusted by the National Geodetic Survey in June 1991..
 HW0549
 HW0549.The geoid height was determined by GEOID03.
 HW0549
 HW0549.The dynamic height is computed by dividing the NAVD 88
 HW0549.geopotential number by the normal gravity value computed on the
 HW0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0549.degrees latitude (g = 980.6199 gals.).
 HW0549
 HW0549.The modeled gravity was interpolated from observed gravity values.
 HW0549
 HW0549;                    North         East    Units  Estimated Accuracy
 HW0549;SPC VA N     - 2,069,530.    3,506,490.      MT  (+/- 180 meters Scaled)
 HW0549
 HW0549                          SUPERSEDED SURVEY CONTROL
 HW0549
 HW0549  NGVD 29 (??/??/92)  203.665  (m)          668.19   (f) ADJ UNCH    2 0
 HW0549
 HW0549.Superseded values are not recommended for survey control.
 HW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0549.See file dsdata.txt to determine how the superseded data were derived.
 HW0549
 HW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC251414(NAD 83)
 HW0549_MARKER: DB = BENCH MARK DISK
 HW0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0549_STAMPING: B 445 1965
 HW0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0549+STABILITY: SURFACE MOTION
 HW0549
 HW0549  HISTORY     - Date     Condition        Report By
 HW0549  HISTORY     - 1965     MONUMENTED       CGS
 HW0549
 HW0549                          STATION DESCRIPTION
 HW0549
 HW0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0549'0.9 MI SE FROM STANARDSVILLE.
 HW0549'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE POST
 HW0549'OFFICE IN STANARDSVILLE, TO THE MARK SET IN THE TOP OF A CONCRETE
 HW0549'POST, FLUSH, 325 FEET SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 HW0549'33 AND COUNTY ROAD 677, 73 FEET NORTHEAST OF THE APPROXIMATE
 HW0549'CENTER OF COUNTY ROAD 677, 27 FEET SOUTHWEST OF CENTERLINE OF
 HW0549'HIGHWAY, 2.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH
 HW0549'OF A METAL WITNESS SIGN AND IS ABOUT 2 FEET ABOVE THE LEVEL
 HW0549'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0322 ***********************************************************************
 HW0322  DESIGNATION -  B 446
 HW0322  PID         -  HW0322
 HW0322  STATE/COUNTY-  VA/MADISON
 HW0322  USGS QUAD   -  ROCHELLE (1987)
 HW0322
 HW0322                         *CURRENT SURVEY CONTROL
 HW0322  ___________________________________________________________________
 HW0322* NAD 83(1986)-  38 21 55.     (N)    078 16 08.     (W)     SCALED    
 HW0322* NAVD 88     -       191.168  (meters)     627.19   (feet)  ADJUSTED  
 HW0322  ___________________________________________________________________
 HW0322  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0322  DYNAMIC HT  -         191.040 (meters)     626.77  (feet)  COMP
 HW0322  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HW0322
 HW0322  VERT ORDER  -  SECOND    CLASS 0
 HW0322
 HW0322.The horizontal coordinates were scaled from a topographic map and have
 HW0322.an estimated accuracy of +/- 6 seconds.
 HW0322
 HW0322.The orthometric height was determined by differential leveling
 HW0322.and adjusted by the National Geodetic Survey in June 1991..
 HW0322
 HW0322.The geoid height was determined by GEOID03.
 HW0322
 HW0322.The dynamic height is computed by dividing the NAVD 88
 HW0322.geopotential number by the normal gravity value computed on the
 HW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0322.degrees latitude (g = 980.6199 gals.).
 HW0322
 HW0322.The modeled gravity was interpolated from observed gravity values.
 HW0322
 HW0322;                    North         East    Units  Estimated Accuracy
 HW0322;SPC VA N     - 2,077,570.    3,520,200.      MT  (+/- 180 meters Scaled)
 HW0322
 HW0322                          SUPERSEDED SURVEY CONTROL
 HW0322
 HW0322  NGVD 29 (??/??/92)  191.387  (m)          627.91   (f) ADJ UNCH    2 0
 HW0322
 HW0322.Superseded values are not recommended for survey control.
 HW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0322.See file dsdata.txt to determine how the superseded data were derived.
 HW0322
 HW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC386498(NAD 83)
 HW0322_MARKER: DB = BENCH MARK DISK
 HW0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0322_SP_SET: FOUNDATION
 HW0322_STAMPING: B 446 1965
 HW0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0322
 HW0322  HISTORY     - Date     Condition        Report By
 HW0322  HISTORY     - 1965     MONUMENTED       CGS
 HW0322
 HW0322                          STATION DESCRIPTION
 HW0322
 HW0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0322'AT MADISON.
 HW0322'AT MADISON, SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 HW0322'NORTHWEST CORNER OF THE MADISON COUNTY HIGH SCHOOL, 204 FEET
 HW0322'EAST OF THE CENTERLINE OF HIGHWAY, 123 FEET SOUTH OF THE FLAG
 HW0322'POLE, 2 FEET SOUTH OF THE NORTHWEST CORNER OF SCHOOL, 0.3 FOOT
 HW0322'ABOVE THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0438 ***********************************************************************
 GX0438  DESIGNATION -  B 447
 GX0438  PID         -  GX0438
 GX0438  STATE/COUNTY-  VA/GILES
 GX0438  USGS QUAD   -  NARROWS (1985)
 GX0438
 GX0438                         *CURRENT SURVEY CONTROL
 GX0438  ___________________________________________________________________
 GX0438* NAD 83(1986)-  37 20 00.     (N)    080 48 37.     (W)     SCALED    
 GX0438* NAVD 88     -       475.625  (meters)    1560.45   (feet)  ADJUSTED  
 GX0438  ___________________________________________________________________
 GX0438  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0438  DYNAMIC HT  -         475.218 (meters)    1559.11  (feet)  COMP
 GX0438  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GX0438
 GX0438  VERT ORDER  -  SECOND    CLASS 0
 GX0438
 GX0438.The horizontal coordinates were scaled from a topographic map and have
 GX0438.an estimated accuracy of +/- 6 seconds.
 GX0438
 GX0438.The orthometric height was determined by differential leveling
 GX0438.and adjusted by the National Geodetic Survey in June 1991..
 GX0438
 GX0438.The geoid height was determined by GEOID03.
 GX0438
 GX0438.The dynamic height is computed by dividing the NAVD 88
 GX0438.geopotential number by the normal gravity value computed on the
 GX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0438.degrees latitude (g = 980.6199 gals.).
 GX0438
 GX0438.The modeled gravity was interpolated from observed gravity values.
 GX0438
 GX0438;                    North         East    Units  Estimated Accuracy
 GX0438;SPC VA S     - 1,113,480.    3,295,290.      MT  (+/- 180 meters Scaled)
 GX0438
 GX0438                          SUPERSEDED SURVEY CONTROL
 GX0438
 GX0438  NGVD 29 (??/??/92)  475.761  (m)         1560.89   (f) ADJ UNCH    2 0
 GX0438
 GX0438.Superseded values are not recommended for survey control.
 GX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0438.See file dsdata.txt to determine how the superseded data were derived.
 GX0438
 GX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB168318(NAD 83)
 GX0438_MARKER: DB = BENCH MARK DISK
 GX0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0438_SP_SET: BRIDGE
 GX0438_STAMPING: B 447 1965
 GX0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0438
 GX0438  HISTORY     - Date     Condition        Report By
 GX0438  HISTORY     - 1965     MONUMENTED       CGS
 GX0438
 GX0438                          STATION DESCRIPTION
 GX0438
 GX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0438'AT NARROWS.
 GX0438'AT NARROWS, SET IN THE TOP OF THE NORTHEAST WINGWALL OF BRIDGE
 GX0438'NO. 814 OF THE N AND W RR OVERPASS OVER STATE HIGHWAY 61, 303
 GX0438'FEET NORTHWEST OF THE STATION, 21.3 FEET NORTHEAST OF THE
 GX0438'NORTHEAST RAIL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0577 ***********************************************************************
 FY0577  DESIGNATION -  B 448
 FY0577  PID         -  FY0577
 FY0577  STATE/COUNTY-  VA/HALIFAX
 FY0577  USGS QUAD   -  CLOVER (1988)
 FY0577
 FY0577                         *CURRENT SURVEY CONTROL
 FY0577  ___________________________________________________________________
 FY0577* NAD 83(1986)-  36 51 06.     (N)    078 42 11.     (W)     SCALED    
 FY0577* NAVD 88     -       133.893  (meters)     439.28   (feet)  ADJUSTED  
 FY0577  ___________________________________________________________________
 FY0577  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0577  DYNAMIC HT  -         133.792 (meters)     438.95  (feet)  COMP
 FY0577  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 FY0577
 FY0577  VERT ORDER  -  SECOND    CLASS 0
 FY0577
 FY0577.The horizontal coordinates were scaled from a topographic map and have
 FY0577.an estimated accuracy of +/- 6 seconds.
 FY0577
 FY0577.The orthometric height was determined by differential leveling
 FY0577.and adjusted by the National Geodetic Survey in June 1991..
 FY0577
 FY0577.The geoid height was determined by GEOID03.
 FY0577
 FY0577.The dynamic height is computed by dividing the NAVD 88
 FY0577.geopotential number by the normal gravity value computed on the
 FY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0577.degrees latitude (g = 980.6199 gals.).
 FY0577
 FY0577.The modeled gravity was interpolated from observed gravity values.
 FY0577
 FY0577;                    North         East    Units  Estimated Accuracy
 FY0577;SPC VA S     - 1,057,540.    3,481,890.      MT  (+/- 180 meters Scaled)
 FY0577
 FY0577                          SUPERSEDED SURVEY CONTROL
 FY0577
 FY0577  NGVD 29 (??/??/92)  134.151  (m)          440.13   (f) ADJ UNCH    2 0
 FY0577
 FY0577.Superseded values are not recommended for survey control.
 FY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0577.See file dsdata.txt to determine how the superseded data were derived.
 FY0577
 FY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA047808(NAD 83)
 FY0577_MARKER: DB = BENCH MARK DISK
 FY0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0577_STAMPING: B 448 1965
 FY0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0577+STABILITY: SURFACE MOTION
 FY0577
 FY0577  HISTORY     - Date     Condition        Report By
 FY0577  HISTORY     - 1965     MONUMENTED       CGS
 FY0577
 FY0577                          STATION DESCRIPTION
 FY0577
 FY0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0577'2.4 MI N FROM CLOVER.
 FY0577'2.4 MILES NORTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE
 FY0577'IN CLOVER, 400 FEET WEST OF A TRUCK STOP, 39 FEET SOUTHWEST OF
 FY0577'THE CENTERLINE OF HIGHWAY, 1.5 FEET NORTHEAST OF A METAL WITNESS
 FY0577'SIGN, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 FY0577'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0517 ***********************************************************************
 FY0517  DESIGNATION -  B 449
 FY0517  PID         -  FY0517
 FY0517  STATE/COUNTY-  VA/HALIFAX
 FY0517  USGS QUAD   -  OMEGA (1980)
 FY0517
 FY0517                         *CURRENT SURVEY CONTROL
 FY0517  ___________________________________________________________________
 FY0517* NAD 83(1986)-  36 41 23.     (N)    078 52 26.     (W)     SCALED    
 FY0517* NAVD 88     -       101.592  (meters)     333.31   (feet)  ADJUSTED  
 FY0517  ___________________________________________________________________
 FY0517  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FY0517  DYNAMIC HT  -         101.514 (meters)     333.05  (feet)  COMP
 FY0517  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 FY0517
 FY0517  VERT ORDER  -  SECOND    CLASS 0
 FY0517
 FY0517.The horizontal coordinates were scaled from a topographic map and have
 FY0517.an estimated accuracy of +/- 6 seconds.
 FY0517
 FY0517.The orthometric height was determined by differential leveling
 FY0517.and adjusted by the National Geodetic Survey in June 1991..
 FY0517
 FY0517.The geoid height was determined by GEOID03.
 FY0517
 FY0517.The dynamic height is computed by dividing the NAVD 88
 FY0517.geopotential number by the normal gravity value computed on the
 FY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0517.degrees latitude (g = 980.6199 gals.).
 FY0517
 FY0517.The modeled gravity was interpolated from observed gravity values.
 FY0517
 FY0517;                    North         East    Units  Estimated Accuracy
 FY0517;SPC VA S     - 1,039,620.    3,466,580.      MT  (+/- 180 meters Scaled)
 FY0517
 FY0517                          SUPERSEDED SURVEY CONTROL
 FY0517
 FY0517  NGVD 29 (??/??/92)  101.862  (m)          334.19   (f) ADJ UNCH    2 0
 FY0517
 FY0517.Superseded values are not recommended for survey control.
 FY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0517.See file dsdata.txt to determine how the superseded data were derived.
 FY0517
 FY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA899625(NAD 83)
 FY0517_MARKER: DB = BENCH MARK DISK
 FY0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0517_SP_SET: BRIDGE
 FY0517_STAMPING: B 449 1965
 FY0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0517
 FY0517  HISTORY     - Date     Condition        Report By
 FY0517  HISTORY     - 1965     MONUMENTED       CGS
 FY0517  HISTORY     - 1966     GOOD             NGS
 FY0517
 FY0517                          STATION DESCRIPTION
 FY0517
 FY0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0517'1.7 MI E FROM RIVERDALE.
 FY0517'1.7 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S.
 FY0517'HIGHWAYS 58 AND 501 IN RIVERDALE, WHICH IS IN THE SOUTH EDGE
 FY0517'OF SOUTH BOSTON, 12 FEET NORTH CENTERLINE OF HIGHWAY, 0.6 FOOT
 FY0517'EAST OF WEST END OF SIDEWALK, SET IN THE TOP OF THE WEST END OF
 FY0517'NORTH SIDEWALK OF A BRIDGE OVER PERRIN CREEK AND IS ABOUT 1
 FY0517'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3587 ***********************************************************************
 HV3587  DESIGNATION -  B 45
 HV3587  PID         -  HV3587
 HV3587  STATE/COUNTY-  VA/FAUQUIER
 HV3587  USGS QUAD   -  MARSHALL (1983)
 HV3587
 HV3587                         *CURRENT SURVEY CONTROL
 HV3587  ___________________________________________________________________
 HV3587* NAD 83(1986)-  38 50 50.     (N)    077 45 03.     (W)     SCALED    
 HV3587* NAVD 88     -       153.472  (meters)     503.52   (feet)  ADJUSTED  
 HV3587  ___________________________________________________________________
 HV3587  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV3587  DYNAMIC HT  -         153.384 (meters)     503.23  (feet)  COMP
 HV3587  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 HV3587
 HV3587  VERT ORDER  -  SECOND    CLASS 0
 HV3587
 HV3587.The horizontal coordinates were scaled from a topographic map and have
 HV3587.an estimated accuracy of +/- 6 seconds.
 HV3587
 HV3587.The orthometric height was determined by differential leveling
 HV3587.and adjusted by the National Geodetic Survey in June 1991..
 HV3587
 HV3587.The geoid height was determined by GEOID03.
 HV3587
 HV3587.The dynamic height is computed by dividing the NAVD 88
 HV3587.geopotential number by the normal gravity value computed on the
 HV3587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3587.degrees latitude (g = 980.6199 gals.).
 HV3587
 HV3587.The modeled gravity was interpolated from observed gravity values.
 HV3587
 HV3587;                    North         East    Units  Estimated Accuracy
 HV3587;SPC VA N     - 2,131,310.    3,565,030.      MT  (+/- 180 meters Scaled)
 HV3587
 HV3587                          SUPERSEDED SURVEY CONTROL
 HV3587
 HV3587  NGVD 29 (??/??/??)  153.699  (m)          504.26   (f) ADJUSTED    2 0
 HV3587
 HV3587.Superseded values are not recommended for survey control.
 HV3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3587.See file dsdata.txt to determine how the superseded data were derived.
 HV3587
 HV3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ612034(NAD 83)
 HV3587_MARKER: DB = BENCH MARK DISK
 HV3587_SETTING: 66 = SET IN ROCK OUTCROP
 HV3587_SP_SET: ROCK OUTCROP
 HV3587_STAMPING: 503.920 B 45 1934
 HV3587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3587+STABILITY: POSITION/ELEVATION WELL
 HV3587
 HV3587  HISTORY     - Date     Condition        Report By
 HV3587  HISTORY     - 1934     MONUMENTED       CGS
 HV3587  HISTORY     - 1960     GOOD             CGS
 HV3587
 HV3587                          STATION DESCRIPTION
 HV3587
 HV3587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3587'2 MI SE FROM THE PLAINS.
 HV3587'ABOUT 2.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3587'STATION AT THE PLAINS, 132 YARDS SOUTHEAST OF MILEPOST 18, 23
 HV3587'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET SOUTHWEST OF
 HV3587'RIGHT-OF-WAY FENCE, 34 1/2 FEET NORTHWEST OF THE CENTER OF A
 HV3587'GAP IN RIGHT-OF-WAY FOR OLD ROAD CROSSING, 34 FEET NORTH OF
 HV3587'THE CENTER OF ABANDONED CROSSING, 52 FEET EAST OF AND ACROSS
 HV3587'THE TRACK FROM A WHISTLE POST, 0.3 MILE NORTHWEST OF A PRIVATE
 HV3587'ROAD CROSSING, IN TOP OF A LARGE ROCK OUTCROP AND CUT, AND ABOUT
 HV3587'4 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- OLD DESCRIPTION
 HV3587'DESCRIBES THIS MARK AS BEING STAMPED 505.920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0087 ***********************************************************************
 FY0087  DESIGNATION -  B 450
 FY0087  PID         -  FY0087
 FY0087  STATE/COUNTY-  VA/MECKLENBURG
 FY0087  USGS QUAD   -  BOYDTON (1990)
 FY0087
 FY0087                         *CURRENT SURVEY CONTROL
 FY0087  ___________________________________________________________________
 FY0087* NAD 83(1986)-  36 39 33.     (N)    078 26 14.     (W)     SCALED    
 FY0087* NAVD 88     -        96.996  (meters)     318.23   (feet)  ADJUSTED  
 FY0087  ___________________________________________________________________
 FY0087  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY0087  DYNAMIC HT  -          96.922 (meters)     317.98  (feet)  COMP
 FY0087  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 FY0087
 FY0087  VERT ORDER  -  SECOND    CLASS 0
 FY0087
 FY0087.The horizontal coordinates were scaled from a topographic map and have
 FY0087.an estimated accuracy of +/- 6 seconds.
 FY0087
 FY0087.The orthometric height was determined by differential leveling
 FY0087.and adjusted by the National Geodetic Survey in June 1991..
 FY0087
 FY0087.The geoid height was determined by GEOID03.
 FY0087
 FY0087.The dynamic height is computed by dividing the NAVD 88
 FY0087.geopotential number by the normal gravity value computed on the
 FY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0087.degrees latitude (g = 980.6199 gals.).
 FY0087
 FY0087.The modeled gravity was interpolated from observed gravity values.
 FY0087
 FY0087;                    North         East    Units  Estimated Accuracy
 FY0087;SPC VA S     - 1,036,160.    3,505,610.      MT  (+/- 180 meters Scaled)
 FY0087
 FY0087                          SUPERSEDED SURVEY CONTROL
 FY0087
 FY0087  NGVD 29 (??/??/92)   97.266  (m)          319.11   (f) ADJ UNCH    2 0
 FY0087
 FY0087.Superseded values are not recommended for survey control.
 FY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0087.See file dsdata.txt to determine how the superseded data were derived.
 FY0087
 FY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA290601(NAD 83)
 FY0087_MARKER: DB = BENCH MARK DISK
 FY0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0087_SP_SET: CULVERT
 FY0087_STAMPING: B 450 1966
 FY0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0087
 FY0087  HISTORY     - Date     Condition        Report By
 FY0087  HISTORY     - 1966     MONUMENTED       CGS
 FY0087  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0087
 FY0087                          STATION DESCRIPTION
 FY0087
 FY0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0087'3 MI W FROM BOYDTON.
 FY0087'3.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0087'BOYDTON, 59 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 53 FEET
 FY0087'SOUTHWEST OF A TRIPPLE TRUNKED OAK TREE, SET IN THE TOP OF THE
 FY0087'SOUTHWEST END OF SOUTHEAST HEADWALL OF A CONCRETE CULVERT AND IS
 FY0087'ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FY0087
 FY0087                          STATION RECOVERY (2005)
 FY0087
 FY0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0087'HEADWALL HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1591 ***********************************************************************
 FX1591  DESIGNATION -  B 451
 FX1591  PID         -  FX1591
 FX1591  STATE/COUNTY-  VA/GREENSVILLE
 FX1591  USGS QUAD   -  EMPORIA (1986)
 FX1591
 FX1591                         *CURRENT SURVEY CONTROL
 FX1591  ___________________________________________________________________
 FX1591* NAD 83(1986)-  36 44 16.     (N)    077 37 12.     (W)     SCALED    
 FX1591* NAVD 88     -        49.616  (meters)     162.78   (feet)  ADJUSTED  
 FX1591  ___________________________________________________________________
 FX1591  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FX1591  DYNAMIC HT  -          49.578 (meters)     162.66  (feet)  COMP
 FX1591  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 FX1591
 FX1591  VERT ORDER  -  SECOND    CLASS 0
 FX1591
 FX1591.The horizontal coordinates were scaled from a topographic map and have
 FX1591.an estimated accuracy of +/- 6 seconds.
 FX1591
 FX1591.The orthometric height was determined by differential leveling
 FX1591.and adjusted by the National Geodetic Survey in June 1991..
 FX1591
 FX1591.The geoid height was determined by GEOID03.
 FX1591
 FX1591.The dynamic height is computed by dividing the NAVD 88
 FX1591.geopotential number by the normal gravity value computed on the
 FX1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1591.degrees latitude (g = 980.6199 gals.).
 FX1591
 FX1591.The modeled gravity was interpolated from observed gravity values.
 FX1591
 FX1591;                    North         East    Units  Estimated Accuracy
 FX1591;SPC VA S     - 1,045,250.    3,578,600.      MT  (+/- 180 meters Scaled)
 FX1591
 FX1591                          SUPERSEDED SURVEY CONTROL
 FX1591
 FX1591  NGVD 29 (??/??/92)   49.980  (m)          163.98   (f) ADJ UNCH    2 0
 FX1591
 FX1591.Superseded values are not recommended for survey control.
 FX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1591.See file dsdata.txt to determine how the superseded data were derived.
 FX1591
 FX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF660689(NAD 83)
 FX1591_MARKER: DB = BENCH MARK DISK
 FX1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1591_SP_SET: BRIDGE
 FX1591_STAMPING: B 451 1966
 FX1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1591
 FX1591  HISTORY     - Date     Condition        Report By
 FX1591  HISTORY     - 1966     MONUMENTED       CGS
 FX1591
 FX1591                          STATION DESCRIPTION
 FX1591
 FX1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1591'4.6 MI W FROM EMPORIA.
 FX1591'ABOUT 4.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1591'OF U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE OF
 FX1591'EMPORIA, 136 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY
 FX1591'ROAD 605, 22 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, SET
 FX1591'IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE AND IS ABOUT
 FX1591'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0123 ***********************************************************************
 FX0123  DESIGNATION -  B 452
 FX0123  PID         -  FX0123
 FX0123  STATE/COUNTY-  VA/C OF NORFOLK
 FX0123  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0123
 FX0123                         *CURRENT SURVEY CONTROL
 FX0123  ___________________________________________________________________
 FX0123* NAD 83(1986)-  36 53 06.     (N)    076 18 22.     (W)     SCALED    
 FX0123* NAVD 88     -         3.888  (meters)      12.76   (feet)  ADJUSTED  
 FX0123  ___________________________________________________________________
 FX0123  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FX0123  DYNAMIC HT  -           3.885 (meters)      12.75  (feet)  COMP
 FX0123  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 FX0123
 FX0123  VERT ORDER  -  FIRST     CLASS I
 FX0123
 FX0123.The horizontal coordinates were scaled from a topographic map and have
 FX0123.an estimated accuracy of +/- 6 seconds.
 FX0123
 FX0123.The orthometric height was determined by differential leveling
 FX0123.and adjusted by the National Geodetic Survey in June 1991..
 FX0123
 FX0123.The geoid height was determined by GEOID03.
 FX0123
 FX0123.The dynamic height is computed by dividing the NAVD 88
 FX0123.geopotential number by the normal gravity value computed on the
 FX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0123.degrees latitude (g = 980.6199 gals.).
 FX0123
 FX0123.The modeled gravity was interpolated from observed gravity values.
 FX0123
 FX0123;                    North         East    Units  Estimated Accuracy
 FX0123;SPC VA S     - 1,063,490.    3,695,550.      MT  (+/- 180 meters Scaled)
 FX0123
 FX0123                          SUPERSEDED SURVEY CONTROL
 FX0123
 FX0123  NGVD 29 (??/??/92)    4.130  (m)           13.55   (f) ADJ UNCH    1 1
 FX0123
 FX0123.Superseded values are not recommended for survey control.
 FX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0123.See file dsdata.txt to determine how the superseded data were derived.
 FX0123
 FX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836829(NAD 83)
 FX0123_MARKER: DB = BENCH MARK DISK
 FX0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0123_SP_SET: BUILDING
 FX0123_STAMPING: B 452 1968
 FX0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0123
 FX0123  HISTORY     - Date     Condition        Report By
 FX0123  HISTORY     - 1968     MONUMENTED       CGS
 FX0123  HISTORY     - 1971     GOOD             NGS
 FX0123  HISTORY     - 19981003 GOOD             USPSQD
 FX0123  HISTORY     - 20030913 GOOD             USPSQD
 FX0123
 FX0123                          STATION DESCRIPTION
 FX0123
 FX0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0123'AT NORFOLK.
 FX0123'AT NORFOLK, ABOUT 0.75 MILE NORTH ALONG HAMPTON BOULEVARD
 FX0123'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, THENCE
 FX0123'0.2 MILE W. ALONG 45TH STREET, AT OLD DOMINION UNIVERSITY, AT THE
 FX0123'CHEMICAL LABORATORY BUILDING, SET IN THE TOP AND 5.1 FEET
 FX0123'SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE FLOOR OF THE
 FX0123'PORCH ON THE BUILDING, 75 FEET SOUTH OF THE EXTENDED CENTER
 FX0123'LINE OF 46TH STREET, 1.7 FEET WEST OF THE EAST EDGE OF THE
 FX0123'FLOOR, 0.8 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE PILLAR,
 FX0123'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 FX0123'RESIDENT ARCHITECT AT THE UNIVERSITY, MR. HERBERT GYEZ, INFORMED
 FX0123'THIS PARTY THAT THE CHEMISTRY BUILDING WAS BUILT ON PILING THAT
 FX0123'WERE DRIVEN 60 TO 80 FEET IN THE GROUND.
 FX0123
 FX0123                          STATION RECOVERY (1998)
 FX0123
 FX0123'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0123'RECOVERED IN GOOD CONDITION.
 FX0123
 FX0123                          STATION RECOVERY (2003)
 FX0123
 FX0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0123'NOTE  THE CHEMICAL LABORATORY BUILDING IS NOW NAMED THE ALFRIEND
 FX0123'CHEMISTRY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0449 ***********************************************************************
 GV0449  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0449  DESIGNATION -  B 453
 GV0449  PID         -  GV0449
 GV0449  STATE/COUNTY-  VA/SURRY
 GV0449  USGS QUAD   -  CLAREMONT (1986)
 GV0449
 GV0449                         *CURRENT SURVEY CONTROL
 GV0449  ___________________________________________________________________
 GV0449* NAD 83(1986)-  37 13 51.     (N)    076 56 59.     (W)     SCALED    
 GV0449* NAVD 88     -         0.761  (meters)       2.50   (feet)  ADJUSTED  
 GV0449  ___________________________________________________________________
 GV0449  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0449  DYNAMIC HT  -           0.761 (meters)       2.50  (feet)  COMP
 GV0449  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 GV0449
 GV0449  VERT ORDER  -  FIRST     CLASS I
 GV0449
 GV0449.The horizontal coordinates were scaled from a topographic map and have
 GV0449.an estimated accuracy of +/- 6 seconds.
 GV0449
 GV0449.The orthometric height was determined by differential leveling
 GV0449.and adjusted by the National Geodetic Survey in June 1991..
 GV0449
 GV0449.This Tidal Bench Mark is designated as VM 3460
 GV0449.by the Center for Operational Oceanographic Products and Services.
 GV0449
 GV0449.The geoid height was determined by GEOID03.
 GV0449
 GV0449.The dynamic height is computed by dividing the NAVD 88
 GV0449.geopotential number by the normal gravity value computed on the
 GV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0449.degrees latitude (g = 980.6199 gals.).
 GV0449
 GV0449.The modeled gravity was interpolated from observed gravity values.
 GV0449
 GV0449;                    North         East    Units  Estimated Accuracy
 GV0449;SPC VA S     - 1,100,730.    3,637,560.      MT  (+/- 180 meters Scaled)
 GV0449
 GV0449                          SUPERSEDED SURVEY CONTROL
 GV0449
 GV0449  NGVD 29 (??/??/??)    0.996  (m)            3.27   (f) ADJUSTED    1 1
 GV0449
 GV0449.Superseded values are not recommended for survey control.
 GV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0449.See file dsdata.txt to determine how the superseded data were derived.
 GV0449
 GV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG270222(NAD 83)
 GV0449_MARKER: DB = BENCH MARK DISK
 GV0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0449_SP_SET: 71 FEET
 GV0449_STAMPING: B 453 1971
 GV0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0449
 GV0449  HISTORY     - Date     Condition        Report By
 GV0449  HISTORY     - 1971     MONUMENTED       NGS
 GV0449  HISTORY     - 19970308 POOR             USPSQD
 GV0449  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0449
 GV0449                          STATION DESCRIPTION
 GV0449
 GV0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0449'1 MI E FROM CLAREMONT.
 GV0449'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD NO. T 613 FROM THE POST
 GV0449'OFFICE AT CLAREMONT, THENCE 0.25 MILE SOUTHEAST ALONG COUNTY ROAD
 GV0449'NO. T 1202, AT CLAREMONT BEACH, ALONG THE SOUTH BANK OF THE JAMES
 GV0449'RIVER, 0.05 MILE SOUTHEAST OF THE CENTER OF A CIRCLE AT END OF
 GV0449'ROAD, 130 YARDS NORTHEAST OF THE CENTER LINE OF COUNTY ROAD NO.
 GV0449'T 1202, 88 FEET NORTH OF THE NORTH PORCH CORNER FOR A ONE STORY
 GV0449'RESIDENCE, 69 FEET SOUTHWEST OF THE SOUTHWEST END OF AN ABANDONED
 GV0449'PIER, 51 FEET SOUTHWEST OF THE APPROXIMATE HIGH WATER LINE OF
 GV0449'THE RIVER, 2.7 FEET NORTHEAST OF A 1 1/2-INCH IRON PIPE WHICH
 GV0449'PROJECTS 2.5 FEET ABOVE THE LEVEL OF THE GROUND, 1.5 FEET
 GV0449'SOUTHWEST OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF A
 GV0449'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND ENCASED IN A
 GV0449'4 INCH STEEL PIPE PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 GV0449'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 71 FEET.
 GV0449
 GV0449                          STATION RECOVERY (1997)
 GV0449
 GV0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0449'MARK RECOVERED IN POOR CONDITION.
 GV0449
 GV0449                          STATION RECOVERY (2002)
 GV0449
 GV0449'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0449'MOUMENT FOUND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0455 ***********************************************************************
 GV0455  DESIGNATION -  B 454
 GV0455  PID         -  GV0455
 GV0455  STATE/COUNTY-  VA/CHARLES CITY
 GV0455  USGS QUAD   -  BRANDON (1980)
 GV0455
 GV0455                         *CURRENT SURVEY CONTROL
 GV0455  ___________________________________________________________________
 GV0455* NAD 83(1986)-  37 15 36.     (N)    076 57 24.     (W)     SCALED    
 GV0455* NAVD 88     -         5.429  (meters)      17.81   (feet)  ADJUSTED  
 GV0455  ___________________________________________________________________
 GV0455  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 GV0455  DYNAMIC HT  -           5.425 (meters)      17.80  (feet)  COMP
 GV0455  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 GV0455
 GV0455  VERT ORDER  -  FIRST     CLASS I
 GV0455
 GV0455.The horizontal coordinates were scaled from a topographic map and have
 GV0455.an estimated accuracy of +/- 6 seconds.
 GV0455
 GV0455.The orthometric height was determined by differential leveling
 GV0455.and adjusted by the National Geodetic Survey in June 1991..
 GV0455
 GV0455.The geoid height was determined by GEOID03.
 GV0455
 GV0455.The dynamic height is computed by dividing the NAVD 88
 GV0455.geopotential number by the normal gravity value computed on the
 GV0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0455.degrees latitude (g = 980.6199 gals.).
 GV0455
 GV0455.The modeled gravity was interpolated from observed gravity values.
 GV0455
 GV0455;                    North         East    Units  Estimated Accuracy
 GV0455;SPC VA S     - 1,103,960.    3,636,890.      MT  (+/- 180 meters Scaled)
 GV0455
 GV0455                          SUPERSEDED SURVEY CONTROL
 GV0455
 GV0455  NGVD 29 (??/??/??)    5.663  (m)           18.58   (f) ADJUSTED    1 1
 GV0455
 GV0455.Superseded values are not recommended for survey control.
 GV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0455.See file dsdata.txt to determine how the superseded data were derived.
 GV0455
 GV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG264255(NAD 83)
 GV0455_MARKER: DB = BENCH MARK DISK
 GV0455_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0455+WITH SETTING: INTO GROUND
 GV0455_STAMPING: B 454 1971
 GV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0455+STABILITY: SURFACE MOTION
 GV0455
 GV0455  HISTORY     - Date     Condition        Report By
 GV0455  HISTORY     - 1971     MONUMENTED       NOS
 GV0455  HISTORY     - 19960309 GOOD             USPSQD
 GV0455  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0455  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0455
 GV0455                          STATION DESCRIPTION
 GV0455
 GV0455'DESCRIBED BY NATIONAL OCEAN SERVICE 1971
 GV0455'17.4 MI SW FROM WILLIAMSBURG.
 GV0455'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM
 GV0455'THE INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 12.7
 GV0455'MILES WEST ALONG STATE HIGHWAY 5, THENCE 2.55 MILES SOUTHWEST
 GV0455'ALONG COUNTY ROAD 623, THENCE 0.55 MILE SOUTHWEST ALONG COUNTY
 GV0455'ROAD 613, 0.35 MILE NORTHEAST OF A SHARP CURVE IN THE ROAD, 0.1
 GV0455'MILE NORTHEAST OF A PRIVATE ROAD THAT LEADS NORTHWEST, 21 FEET
 GV0455'NORTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF
 GV0455'THE CENTER OF A FIELD ENTRANCE, 135 1/2 FEET NORTH AND ACROSS
 GV0455'THE HIGHWAY FROM POWER POLE NUMBER 729-3, 57 1/2 FEET NORTHEAST
 GV0455'OF A 10-INCH CEDAR TREE IN A GROVE OF HARDWOOD TREES, 0.6 FOOT
 GV0455'NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 GV0455'THE ROAD, AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 GV0455'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 GV0455'SURFACE OF THE GROUND AND IS ENCASED IN A 4-INCH ORANGEBURG PIPE
 GV0455'THAT PROJECTS 2 INCHES.
 GV0455
 GV0455                          STATION RECOVERY (1996)
 GV0455
 GV0455'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0455'RECOVERED IN GOOD CONDITION.
 GV0455
 GV0455                          STATION RECOVERY (2000)
 GV0455
 GV0455'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0455'MARK NOT FOUND.
 GV0455
 GV0455                          STATION RECOVERY (2001)
 GV0455
 GV0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0455'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0166 ***********************************************************************
 GV0166  DESIGNATION -  B 455
 GV0166  PID         -  GV0166
 GV0166  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0166  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0166
 GV0166                         *CURRENT SURVEY CONTROL
 GV0166  ___________________________________________________________________
 GV0166* NAD 83(1986)-  37 04 58.     (N)    076 29 19.     (W)     SCALED    
 GV0166* NAVD 88     -        10.506  (meters)      34.47   (feet)  ADJUSTED  
 GV0166  ___________________________________________________________________
 GV0166  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 GV0166  DYNAMIC HT  -          10.498 (meters)      34.44  (feet)  COMP
 GV0166  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 GV0166  OBS GRAVITY -     979,888.1   (mgal)                       GRAV_OBS
 GV0166
 GV0166  VERT ORDER  -  FIRST     CLASS I
 GV0166
 GV0166.The horizontal coordinates were scaled from a topographic map and have
 GV0166.an estimated accuracy of +/- 6 seconds.
 GV0166
 GV0166.The orthometric height was determined by differential leveling
 GV0166.and adjusted by the National Geodetic Survey in June 1991..
 GV0166
 GV0166.The geoid height was determined by GEOID03.
 GV0166
 GV0166.The dynamic height is computed by dividing the NAVD 88
 GV0166.geopotential number by the normal gravity value computed on the
 GV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0166.degrees latitude (g = 980.6199 gals.).
 GV0166
 GV0166.The modeled gravity was interpolated from observed gravity values.
 GV0166.The observed gravity was obtained from relative gravimeter ties
 GV0166.to the IGSN71 gravity network.
 GV0166
 GV0166;                    North         East    Units  Estimated Accuracy
 GV0166;SPC VA S     - 1,085,070.    3,678,820.      MT  (+/- 180 meters Scaled)
 GV0166
 GV0166                          SUPERSEDED SURVEY CONTROL
 GV0166
 GV0166  NGVD 29 (??/??/??)   10.747  (m)           35.26   (f) ADJUSTED    1 1
 GV0166
 GV0166.Superseded values are not recommended for survey control.
 GV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0166.See file dsdata.txt to determine how the superseded data were derived.
 GV0166
 GV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG676050(NAD 83)
 GV0166_MARKER: DB = BENCH MARK DISK
 GV0166_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0166+WITH SETTING: INTO GROUND
 GV0166_STAMPING: B 455 1971
 GV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0166+STABILITY: SURFACE MOTION
 GV0166
 GV0166  HISTORY     - Date     Condition        Report By
 GV0166  HISTORY     - 1971     MONUMENTED       NGS
 GV0166  HISTORY     - 1978     GOOD             DMA
 GV0166
 GV0166                          STATION DESCRIPTION
 GV0166
 GV0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0166'AT NEWPORT NEWS.
 GV0166'AT NEWPORT NEWS, ABOUT 1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE
 GV0166'AND OHIO RAILWAY FROM THE CROSSING OF OYSTER POINT ROAD, 78.0
 GV0166'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 GV0166'206 FEET NORTHEAST OF THE CENTER LINE OF HUXLEY PLACE, 149 FEET
 GV0166'NORTHWEST OF THE EXTENDED CENTER LINE OF A PAVED ROAD LEADING
 GV0166'THRU THE UNION CARBIDE CO. PLANT, 114 FEET NORTHEAST OF THE NORTH
 GV0166'CORNER OF A HOUSE (BRICK) AT 59 HUXLEY PLACE, 79 FEET WEST OF A
 GV0166'METAL TELEPHONE BOX, 51 FEET WEST OF TELEPHONE POLE E 22, 1.4
 GV0166'FEET NORTH OF A CHAIN LINK FENCE, ABOUT 0.95 MILE NORTHWEST OF
 GV0166'THE STATE HIGHWAY 312 OVERPASS AT DEER PARK, 0.7 FOOT NORTHWEST
 GV0166'OF A METAL WITNESS POST, ON THE TOP OF A 4-FOOT COPPER COATED ROD
 GV0166'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH
 GV0166'THE SURFACE OF THE GROUND AND ENCASED IN A 4 INCH CONCRETE PIPE
 GV0166'WHICH IS FLUSH WITH THE GROUND.
 GV0166
 GV0166                          STATION RECOVERY (1978)
 GV0166
 GV0166'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0166'NOW MARK IS 6 INCHES UNDER THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0844 ***********************************************************************
 GV0844  DESIGNATION -  B 456
 GV0844  PID         -  GV0844
 GV0844  STATE/COUNTY-  VA/KING WILLIAM
 GV0844  USGS QUAD   -  WEST POINT (1986)
 GV0844
 GV0844                         *CURRENT SURVEY CONTROL
 GV0844  ___________________________________________________________________
 GV0844* NAD 83(1986)-  37 31 58.     (N)    076 47 35.     (W)     SCALED    
 GV0844* NAVD 88     -         2.482  (meters)       8.14   (feet)  ADJUSTED  
 GV0844  ___________________________________________________________________
 GV0844  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0844  DYNAMIC HT  -           2.480 (meters)       8.14  (feet)  COMP
 GV0844  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 GV0844
 GV0844  VERT ORDER  -  FIRST     CLASS I
 GV0844
 GV0844.The horizontal coordinates were scaled from a topographic map and have
 GV0844.an estimated accuracy of +/- 6 seconds.
 GV0844
 GV0844.The orthometric height was determined by differential leveling
 GV0844.and adjusted by the National Geodetic Survey in June 1991..
 GV0844
 GV0844.The geoid height was determined by GEOID03.
 GV0844
 GV0844.The dynamic height is computed by dividing the NAVD 88
 GV0844.geopotential number by the normal gravity value computed on the
 GV0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0844.degrees latitude (g = 980.6199 gals.).
 GV0844
 GV0844.The modeled gravity was interpolated from observed gravity values.
 GV0844
 GV0844;                    North         East    Units  Estimated Accuracy
 GV0844;SPC VA S     - 1,134,470.    3,650,860.      MT  (+/- 180 meters Scaled)
 GV0844
 GV0844                          SUPERSEDED SURVEY CONTROL
 GV0844
 GV0844  NGVD 29 (??/??/??)    2.717  (m)            8.91   (f) ADJUSTED    1 1
 GV0844
 GV0844.Superseded values are not recommended for survey control.
 GV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0844.See file dsdata.txt to determine how the superseded data were derived.
 GV0844
 GV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415554(NAD 83)
 GV0844_MARKER: DB = BENCH MARK DISK
 GV0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0844_SP_SET: WET WELL
 GV0844_STAMPING: B 456 1971
 GV0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0844+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0844
 GV0844  HISTORY     - Date     Condition        Report By
 GV0844  HISTORY     - 1971     MONUMENTED       NGS
 GV0844  HISTORY     - 1978     GOOD             DMA
 GV0844  HISTORY     - 1983     GOOD             NGS
 GV0844  HISTORY     - 1987     GOOD             USPSQD
 GV0844  HISTORY     - 1990     GOOD             USPSQD
 GV0844  HISTORY     - 19990325 GOOD             USPSQD
 GV0844  HISTORY     - 20031106 GOOD             USPSQD
 GV0844  HISTORY     - 20060218 GOOD             USPSQD
 GV0844
 GV0844                          STATION DESCRIPTION
 GV0844
 GV0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0844'0.3 MI SE FROM WEST POINT.
 GV0844'ABOUT 0.15 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0844'WEST POINT, THENCE 0.15 MILE EAST ALONG SEVENTH STREET, 27 FEET
 GV0844'SOUTH OF THE CENTER LINE OF 7 TH STREET, 11 FEET NORTH OF THE
 GV0844'NORTHWEST CORNER OF A SMALL BRICK BUILDING, SET IN THE TOP OF
 GV0844'THE SOUTHWEST CORNER OF A 10-BY-10-FOOT WET WELL, 5.6 FEET
 GV0844'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL MANHOLE COVER, ABOUT
 GV0844'7 INCHES ABOVE THE LEVEL OF THE GROUND AND 6 1/2 FEET ABOVE THE
 GV0844'LEVEL OF THE STREET.
 GV0844
 GV0844                          STATION RECOVERY (1978)
 GV0844
 GV0844'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0844'RECOVERED IN GOOD CONDITION.
 GV0844
 GV0844                          STATION RECOVERY (1983)
 GV0844
 GV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV0844'0.15 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE, THENCE 0.15
 GV0844'MILE EAST ALONG, 7TH STREET TO A SMALL BRICK BUILDING AND THE MARK ON
 GV0844'THE RIGHT IN THE TOP OF A 10 BY 10 FOOT CONCRETE WET WELL, 3.35
 GV0844'METERS (11 FT) NORTH OF THE NORTHWEST CORNER OF THE BRICK BUILDING,
 GV0844'8.23 METERS (27 FT) SOUTH OF THE CENTER OF 7TH STREET, 1.71 METERS
 GV0844'(5.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL MANHOLE COVER A
 GV0844'TOP THE WET WELL.
 GV0844
 GV0844                          STATION RECOVERY (1987)
 GV0844
 GV0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0844'RECOVERED IN GOOD CONDITION.
 GV0844
 GV0844                          STATION RECOVERY (1990)
 GV0844
 GV0844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0844'RECOVERED IN GOOD CONDITION.
 GV0844
 GV0844                          STATION RECOVERY (1999)
 GV0844
 GV0844'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0844'RECOVERED IN GOOD CONDITION.
 GV0844
 GV0844                          STATION RECOVERY (2003)
 GV0844
 GV0844'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0844'RECOVERED IN GOOD CONDITION.
 GV0844
 GV0844                          STATION RECOVERY (2006)
 GV0844
 GV0844'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0588 ***********************************************************************
 GV0588  DESIGNATION -  B 457
 GV0588  PID         -  GV0588
 GV0588  STATE/COUNTY-  VA/GLOUCESTER
 GV0588  USGS QUAD   -  CLAY BANK (1984)
 GV0588
 GV0588                         *CURRENT SURVEY CONTROL
 GV0588  ___________________________________________________________________
 GV0588* NAD 83(1986)-  37 19 50.     (N)    076 30 54.     (W)     SCALED    
 GV0588* NAVD 88     -        10.457  (meters)      34.31   (feet)  ADJUSTED  
 GV0588  ___________________________________________________________________
 GV0588  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 GV0588  DYNAMIC HT  -          10.450 (meters)      34.28  (feet)  COMP
 GV0588  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 GV0588
 GV0588  VERT ORDER  -  FIRST     CLASS I
 GV0588
 GV0588.The horizontal coordinates were scaled from a topographic map and have
 GV0588.an estimated accuracy of +/- 6 seconds.
 GV0588
 GV0588.The orthometric height was determined by differential leveling
 GV0588.and adjusted by the National Geodetic Survey in June 1991..
 GV0588
 GV0588.The geoid height was determined by GEOID03.
 GV0588
 GV0588.The dynamic height is computed by dividing the NAVD 88
 GV0588.geopotential number by the normal gravity value computed on the
 GV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0588.degrees latitude (g = 980.6199 gals.).
 GV0588
 GV0588.The modeled gravity was interpolated from observed gravity values.
 GV0588
 GV0588;                    North         East    Units  Estimated Accuracy
 GV0588;SPC VA S     - 1,112,520.    3,675,900.      MT  (+/- 180 meters Scaled)
 GV0588
 GV0588                          SUPERSEDED SURVEY CONTROL
 GV0588
 GV0588  NGVD 29 (??/??/??)   10.696  (m)           35.09   (f) ADJUSTED    1 1
 GV0588
 GV0588.Superseded values are not recommended for survey control.
 GV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0588.See file dsdata.txt to determine how the superseded data were derived.
 GV0588
 GV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG657326(NAD 83)
 GV0588_MARKER: DB = BENCH MARK DISK
 GV0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0588_SP_SET: 80 FEET
 GV0588_STAMPING: B 457 1971
 GV0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0588
 GV0588  HISTORY     - Date     Condition        Report By
 GV0588  HISTORY     - 1971     MONUMENTED       NGS
 GV0588  HISTORY     - 19910526 GOOD             USPSQD
 GV0588  HISTORY     - 19961204 GOOD             USPSQD
 GV0588  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0588
 GV0588                          STATION DESCRIPTION
 GV0588
 GV0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0588'5.6 MI N FROM GLOUCESTER POINT.
 GV0588'ABOUT 6.5 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 GV0588'AT GLOUCESTER POINT, 125 FEET WEST OF THE CENTER LINE OF U.S.
 GV0588'HIGHWAY 17, 111.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GV0588'CALVARY BAPTIST CHURCH.  53 1/2 FEET WEST-SOUTHWEST OF A POWER
 GV0588'LINE POLE BEARING A STREET LIGHT, (POLE NO. M 2339 PM 56),
 GV0588'8 1/2 FEET SOUTHWEST OF A 36-INCH GUM TREE, 5 FEET NORTHEAST OF
 GV0588'A 19 INCH BLACK GUM TREE, 2.5 FEET NORTH OF A METAL WITNESS POST,
 GV0588'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 GV0588'OF A COPPER COATED STEEL ROD 1 INCH BELOW THE LEVEL OF THE GROUND
 GV0588'AND PROTECTED BY A 4 INCH ORANGEBURG PIPE THAT IS 1 INCH BELOW
 GV0588'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80
 GV0588'FEET.
 GV0588
 GV0588                          STATION RECOVERY (1991)
 GV0588
 GV0588'RECOVERY NOTE BY US POWER SQUADRON 1991 (CMP)
 GV0588'RECOVERED IN GOOD CONDITION.
 GV0588
 GV0588                          STATION RECOVERY (1996)
 GV0588
 GV0588'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0588'RECOVERED IN GOOD CONDITION.
 GV0588
 GV0588                          STATION RECOVERY (2002)
 GV0588
 GV0588'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0569 ***********************************************************************
 GV0569  DESIGNATION -  B 458
 GV0569  PID         -  GV0569
 GV0569  STATE/COUNTY-  VA/GLOUCESTER
 GV0569  USGS QUAD   -  GLOUCESTER (1986)
 GV0569
 GV0569                         *CURRENT SURVEY CONTROL
 GV0569  ___________________________________________________________________
 GV0569* NAD 83(1986)-  37 25 30.     (N)    076 30 20.     (W)     SCALED    
 GV0569* NAVD 88     -        25.736  (meters)      84.44   (feet)  ADJUSTED  
 GV0569  ___________________________________________________________________
 GV0569  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 GV0569  DYNAMIC HT  -          25.718 (meters)      84.38  (feet)  COMP
 GV0569  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 GV0569
 GV0569  VERT ORDER  -  FIRST     CLASS I
 GV0569
 GV0569.The horizontal coordinates were scaled from a topographic map and have
 GV0569.an estimated accuracy of +/- 6 seconds.
 GV0569
 GV0569.The orthometric height was determined by differential leveling
 GV0569.and adjusted by the National Geodetic Survey in June 1991..
 GV0569
 GV0569.The geoid height was determined by GEOID03.
 GV0569
 GV0569.The dynamic height is computed by dividing the NAVD 88
 GV0569.geopotential number by the normal gravity value computed on the
 GV0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0569.degrees latitude (g = 980.6199 gals.).
 GV0569
 GV0569.The modeled gravity was interpolated from observed gravity values.
 GV0569
 GV0569;                    North         East    Units  Estimated Accuracy
 GV0569;SPC VA S     - 1,123,010.    3,676,510.      MT  (+/- 180 meters Scaled)
 GV0569
 GV0569                          SUPERSEDED SURVEY CONTROL
 GV0569
 GV0569  NGVD 29 (??/??/??)   25.975  (m)           85.22   (f) ADJUSTED    1 1
 GV0569
 GV0569.Superseded values are not recommended for survey control.
 GV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0569.See file dsdata.txt to determine how the superseded data were derived.
 GV0569
 GV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG667430(NAD 83)
 GV0569_MARKER: DB = BENCH MARK DISK
 GV0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0569_STAMPING: B 458 1971
 GV0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0569+STABILITY: SURFACE MOTION
 GV0569
 GV0569  HISTORY     - Date     Condition        Report By
 GV0569  HISTORY     - 1971     MONUMENTED       NGS
 GV0569  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 GV0569  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0569
 GV0569                          STATION DESCRIPTION
 GV0569
 GV0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0569'1.6 MI NE FROM GLOUCESTER.
 GV0569'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0569'OFFICE AT GLOUCESTER, THENCE 1.2 MILES NORTHEAST ALONG STATE
 GV0569'HIGHWAYS 3 AND 14, NEAR THE JUNCTION OF COUNTY ROAD 604 LEADING
 GV0569'NORTH, 98 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, 33 FEET
 GV0569'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 10 FEET NORTH OF A
 GV0569'POWER LINE POLE WITH 4 GUY WIRES AND A TRANSFORMER, 1.5 FEET SOUTH
 GV0569'OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAYS
 GV0569'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV0569
 GV0569                          STATION RECOVERY (1997)
 GV0569
 GV0569'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0569'MARK NOT FOUND.
 GV0569
 GV0569                          STATION RECOVERY (2002)
 GV0569
 GV0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0873 ***********************************************************************
 GV0873  DESIGNATION -  B 459
 GV0873  PID         -  GV0873
 GV0873  STATE/COUNTY-  VA/MIDDLESEX
 GV0873  USGS QUAD   -  CHURCH VIEW (1992)
 GV0873
 GV0873                         *CURRENT SURVEY CONTROL
 GV0873  ___________________________________________________________________
 GV0873* NAD 83(1986)-  37 38 08.     (N)    076 38 35.     (W)     SCALED    
 GV0873* NAVD 88     -        30.544  (meters)     100.21   (feet)  ADJUSTED  
 GV0873  ___________________________________________________________________
 GV0873  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 GV0873  DYNAMIC HT  -          30.523 (meters)     100.14  (feet)  COMP
 GV0873  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 GV0873  OBS GRAVITY -     979,948.0   (mgal)                       GRAV_OBS
 GV0873
 GV0873  VERT ORDER  -  FIRST     CLASS I
 GV0873
 GV0873.The horizontal coordinates were scaled from a topographic map and have
 GV0873.an estimated accuracy of +/- 6 seconds.
 GV0873
 GV0873.The orthometric height was determined by differential leveling
 GV0873.and adjusted by the National Geodetic Survey in June 1991..
 GV0873
 GV0873.The geoid height was determined by GEOID03.
 GV0873
 GV0873.The dynamic height is computed by dividing the NAVD 88
 GV0873.geopotential number by the normal gravity value computed on the
 GV0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0873.degrees latitude (g = 980.6199 gals.).
 GV0873
 GV0873.The modeled gravity was interpolated from observed gravity values.
 GV0873.The observed gravity was obtained from relative gravimeter ties
 GV0873.to the IGSN71 gravity network.
 GV0873
 GV0873;                    North         East    Units  Estimated Accuracy
 GV0873;SPC VA S     - 1,146,130.    3,663,890.      MT  (+/- 180 meters Scaled)
 GV0873
 GV0873                          SUPERSEDED SURVEY CONTROL
 GV0873
 GV0873  NGVD 29 (??/??/??)   30.784  (m)          101.00   (f) ADJUSTED    1 1
 GV0873
 GV0873.Superseded values are not recommended for survey control.
 GV0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0873.See file dsdata.txt to determine how the superseded data were derived.
 GV0873
 GV0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG550666(NAD 83)
 GV0873_MARKER: DB = BENCH MARK DISK
 GV0873_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0873+WITH SETTING: INTO GROUND
 GV0873_STAMPING: B 459 1971
 GV0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0873+STABILITY: SURFACE MOTION
 GV0873
 GV0873  HISTORY     - Date     Condition        Report By
 GV0873  HISTORY     - 1971     MONUMENTED       NGS
 GV0873  HISTORY     - 1978     GOOD             DMA
 GV0873  HISTORY     - 19980215 GOOD             USPSQD
 GV0873  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0873
 GV0873                          STATION DESCRIPTION
 GV0873
 GV0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0873'3.4 MI NW FROM SALUDA.
 GV0873'ABOUT 3.35 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE COURTHOUSE
 GV0873'AT SALUDA, ABOUT 0.25 MILE SOUTHEAST OF THE POST OFFICE IN THE
 GV0873'SMALL VILLAGE OF WARNER, AT THE SOUTHEAST CORNER OF THE ROBERT
 GV0873'BRISTOW GULF SERVICE STATION, 82 FEET SOUTHWEST OF THE CENTER
 GV0873'LINE OF THE U.S. HIGHWAY, 1.4 FEET NORTHEAST OF THE SOUTHEAST
 GV0873'CORNER OF THE SERVICE STATION, AND ON THE TOP OF A 4 FOOT COPPER
 GV0873'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 GV0873'DISK IS ONE INCH BELOW THE LEVEL OF THE GROUND AND ENCASED IN
 GV0873'A 4 INCH PIPE THAT IS FLUSH WITH THE LEVEL OF THE GROUND.
 GV0873
 GV0873                          STATION RECOVERY (1978)
 GV0873
 GV0873'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0873'RECOVERED IN GOOD CONDITION.
 GV0873
 GV0873                          STATION RECOVERY (1998)
 GV0873
 GV0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0873'RECOVERED IN GOOD CONDITION.
 GV0873
 GV0873                          STATION RECOVERY (2003)
 GV0873
 GV0873'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 GV0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1500 ***********************************************************************
 GA1500  DESIGNATION -  B 46 1625
 GA1500  PID         -  GA1500
 GA1500  STATE/COUNTY-  VA/LEE
 GA1500  USGS QUAD   -  HUBBARD SPRINGS (1991)
 GA1500
 GA1500                         *CURRENT SURVEY CONTROL
 GA1500  ___________________________________________________________________
 GA1500* NAD 83(1986)-  36 43 04.     (N)    083 14 31.     (W)     SCALED    
 GA1500* NAVD 88     -       495.025  (meters)    1624.09   (feet)  ADJUSTED  
 GA1500  ___________________________________________________________________
 GA1500  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1500  DYNAMIC HT  -         494.587 (meters)    1622.66  (feet)  COMP
 GA1500  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GA1500
 GA1500  VERT ORDER  -  SECOND    CLASS 0
 GA1500
 GA1500.The horizontal coordinates were scaled from a topographic map and have
 GA1500.an estimated accuracy of +/- 6 seconds.
 GA1500
 GA1500.The orthometric height was determined by differential leveling
 GA1500.and adjusted by the National Geodetic Survey in June 1991..
 GA1500
 GA1500.The geoid height was determined by GEOID03.
 GA1500
 GA1500.The dynamic height is computed by dividing the NAVD 88
 GA1500.geopotential number by the normal gravity value computed on the
 GA1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1500.degrees latitude (g = 980.6199 gals.).
 GA1500
 GA1500.The modeled gravity was interpolated from observed gravity values.
 GA1500
 GA1500;                    North         East    Units  Estimated Accuracy
 GA1500;SPC VA S     - 1,053,300.    3,076,530.      MT  (+/- 180 meters Scaled)
 GA1500
 GA1500                          SUPERSEDED SURVEY CONTROL
 GA1500
 GA1500  NGVD 29 (??/??/92)  495.154  (m)         1624.52   (f) ADJ UNCH    2 0
 GA1500
 GA1500.Superseded values are not recommended for survey control.
 GA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1500.See file dsdata.txt to determine how the superseded data were derived.
 GA1500
 GA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA997659(NAD 83)
 GA1500_MARKER: DD = SURVEY DISK
 GA1500_SETTING: 66 = SET IN ROCK OUTCROP
 GA1500_SP_SET: SET IN ROCK OUTCROP
 GA1500_STAMPING: 1625 B 46 1912
 GA1500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1500+STABILITY: POSITION/ELEVATION WELL
 GA1500
 GA1500  HISTORY     - Date     Condition        Report By
 GA1500  HISTORY     - 1912     MONUMENTED       USGS
 GA1500  HISTORY     - 1934     GOOD             NGS
 GA1500
 GA1500                          STATION DESCRIPTION
 GA1500
 GA1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1500'AT HUBBARD SPRINGS.
 GA1500'1.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1500'FROM HUBBARD SPRINGS, 700 FEET WEST OF MILEPOST 247, IN BEDROCK
 GA1500'ON THE SOUTH RIGHT-OF-WAY LINE, AND 30 FEET WEST OF A FARM ROAD
 GA1500'CROSSING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GA1500'STAMPED 1625 B 46 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0053 ***********************************************************************
 GV0053  DESIGNATION -  B 460
 GV0053  PID         -  GV0053
 GV0053  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0053  USGS QUAD   -  REEDVILLE (1992)
 GV0053
 GV0053                         *CURRENT SURVEY CONTROL
 GV0053  ___________________________________________________________________
 GV0053* NAD 83(1986)-  37 51 21.     (N)    076 21 51.     (W)     SCALED    
 GV0053* NAVD 88     -         5.861  (meters)      19.23   (feet)  ADJUSTED  
 GV0053  ___________________________________________________________________
 GV0053  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 GV0053  DYNAMIC HT  -           5.857 (meters)      19.22  (feet)  COMP
 GV0053  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 GV0053
 GV0053  VERT ORDER  -  FIRST     CLASS I
 GV0053
 GV0053.The horizontal coordinates were scaled from a topographic map and have
 GV0053.an estimated accuracy of +/- 6 seconds.
 GV0053
 GV0053.The orthometric height was determined by differential leveling
 GV0053.and adjusted by the National Geodetic Survey in June 1991..
 GV0053
 GV0053.The geoid height was determined by GEOID03.
 GV0053
 GV0053.The dynamic height is computed by dividing the NAVD 88
 GV0053.geopotential number by the normal gravity value computed on the
 GV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0053.degrees latitude (g = 980.6199 gals.).
 GV0053
 GV0053.The modeled gravity was interpolated from observed gravity values.
 GV0053
 GV0053;                    North         East    Units  Estimated Accuracy
 GV0053;SPC VA S     - 1,171,090.    3,687,940.      MT  (+/- 180 meters Scaled)
 GV0053
 GV0053                          SUPERSEDED SURVEY CONTROL
 GV0053
 GV0053  NGVD 29 (??/??/??)    6.105  (m)           20.03   (f) ADJUSTED    1 1
 GV0053
 GV0053.Superseded values are not recommended for survey control.
 GV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0053.See file dsdata.txt to determine how the superseded data were derived.
 GV0053
 GV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG799906(NAD 83)
 GV0053_MARKER: DB = BENCH MARK DISK
 GV0053_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0053+WITH SETTING: INTO GROUND
 GV0053_STAMPING: B 460 1971
 GV0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0053+STABILITY: SURFACE MOTION
 GV0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0053+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0053
 GV0053  HISTORY     - Date     Condition        Report By
 GV0053  HISTORY     - 1971     MONUMENTED       NGS
 GV0053  HISTORY     - 1987     GOOD             USPSQD
 GV0053  HISTORY     - 1989     GOOD             USPSQD
 GV0053  HISTORY     - 19910614 GOOD             USPSQD
 GV0053  HISTORY     - 19940522 GOOD             USPSQD
 GV0053  HISTORY     - 20020307 GOOD             USPSQD
 GV0053  HISTORY     - 20051026 GOOD             USPSQD
 GV0053
 GV0053                          STATION DESCRIPTION
 GV0053
 GV0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0053'2.2 MI SW FROM BURGESS.
 GV0053'ABOUT 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 200 FROM THE
 GV0053'JUNCTION OF U.S. HIGHWAY 360 AT BURGESS, 30 1/2 FEET EAST OF
 GV0053'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF POWER LINE POLE
 GV0053'GB 24, AT A GOLF COURSE AND 70 FEET WEST OF THE WEST EDGE OF
 GV0053'THE NUMBER 9 GREEN, 0.8 FOOT SOUTH OF A METAL WITNESS POST,
 GV0053'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT
 GV0053'SECTION OF COPPER COATED STEEL ROD THAT IS FASTENED TO A METAL
 GV0053'BASE PLATE AND PROTECTED BY A 4-INCH ORANGEBURG PIPE WHICH IS
 GV0053'FLUSH WITH THE GROUND.  THE DISK IS 3 INCHES BELOW THE LEVEL OF
 GV0053'THE GROUND.
 GV0053
 GV0053                          STATION RECOVERY (1987)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0053'RECOVERED IN GOOD CONDITION.
 GV0053
 GV0053                          STATION RECOVERY (1989)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0053'RECOVERED IN GOOD CONDITION.
 GV0053
 GV0053                          STATION RECOVERY (1991)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0053'RECOVERED IN GOOD CONDITION.
 GV0053
 GV0053                          STATION RECOVERY (1994)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0053'RECOVERED IN GOOD CONDITION.
 GV0053
 GV0053                          STATION RECOVERY (2002)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0053'RECOVERED IN GOOD CONDITION.
 GV0053
 GV0053                          STATION RECOVERY (2005)
 GV0053
 GV0053'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0138 ***********************************************************************
 GV0138  DESIGNATION -  B 461
 GV0138  PID         -  GV0138
 GV0138  STATE/COUNTY-  VA/MIDDLESEX
 GV0138  USGS QUAD   -  WILTON (1992)
 GV0138
 GV0138                         *CURRENT SURVEY CONTROL
 GV0138  ___________________________________________________________________
 GV0138* NAD 83(1986)-  37 34 52.     (N)    076 25 10.     (W)     SCALED    
 GV0138* NAVD 88     -         9.003  (meters)      29.54   (feet)  ADJUSTED  
 GV0138  ___________________________________________________________________
 GV0138  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 GV0138  DYNAMIC HT  -           8.997 (meters)      29.52  (feet)  COMP
 GV0138  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 GV0138
 GV0138  VERT ORDER  -  FIRST     CLASS I
 GV0138
 GV0138.The horizontal coordinates were scaled from a topographic map and have
 GV0138.an estimated accuracy of +/- 6 seconds.
 GV0138
 GV0138.The orthometric height was determined by differential leveling
 GV0138.and adjusted by the National Geodetic Survey in June 1991..
 GV0138
 GV0138.The geoid height was determined by GEOID03.
 GV0138
 GV0138.The dynamic height is computed by dividing the NAVD 88
 GV0138.geopotential number by the normal gravity value computed on the
 GV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0138.degrees latitude (g = 980.6199 gals.).
 GV0138
 GV0138.The modeled gravity was interpolated from observed gravity values.
 GV0138
 GV0138;                    North         East    Units  Estimated Accuracy
 GV0138;SPC VA S     - 1,140,500.    3,683,750.      MT  (+/- 180 meters Scaled)
 GV0138
 GV0138                          SUPERSEDED SURVEY CONTROL
 GV0138
 GV0138  NGVD 29 (??/??/??)    9.244  (m)           30.33   (f) ADJUSTED    1 1
 GV0138
 GV0138.Superseded values are not recommended for survey control.
 GV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0138.See file dsdata.txt to determine how the superseded data were derived.
 GV0138
 GV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG746602(NAD 83)
 GV0138_MARKER: DB = BENCH MARK DISK
 GV0138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0138_SP_SET: 56 FEET
 GV0138_STAMPING: B 461 1971
 GV0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0138+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0138
 GV0138  HISTORY     - Date     Condition        Report By
 GV0138  HISTORY     - 1971     MONUMENTED       NGS
 GV0138  HISTORY     - 1989     GOOD             USPSQD
 GV0138  HISTORY     - 1990     GOOD             USPSQD
 GV0138  HISTORY     - 19980301 GOOD             USPSQD
 GV0138  HISTORY     - 20030322 GOOD             USPSQD
 GV0138  HISTORY     - 20060110 GOOD             USPSQD
 GV0138
 GV0138                          STATION DESCRIPTION
 GV0138
 GV0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0138'6 MI SE FROM HARMONY VILLAGE.
 GV0138'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 33 FROM THE
 GV0138'JUNCTION OF STATE HIGHWAYS 3 AND 33 AT HARMONY VILLAGE, THENCE
 GV0138'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 626, THENCE 0.65 MILE
 GV0138'NORTHEAST ALONG STATE HIGHWAY 625, THENCE 1.0 MILE NORTH ALONG
 GV0138'STATE HIGHWAY 627, 190.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 GV0138'2-STORY FRAME HOUSE WHICH IS OWNED BY MR. DOZIER, 39 FEET NORTHWEST
 GV0138'OF THE CENTER LINE OF STATE HIGHWAY 627, 26 1/2 FEET NORTHEAST
 GV0138'AND ACROSS A DRIVEWAY FROM POWER POLE NUMBER 59667, 16 1/2 FEET
 GV0138'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 5 1/2 FEET EAST OF A
 GV0138'LONE 6-INCH PINE TREE, 3 INCHES SOUTHEAST OF A METAL WITNESS POST,
 GV0138'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF
 GV0138'A COPPER COATED ROD THAT WAS DRIVEN TO REFUSAL AT 56 FEET.  THE
 GV0138'DISK IS 1 INCH BELOW THE GROUND AND ENCASED IN A 4-INCH ORANGEBURG
 GV0138'PIPE THAT IS LEVEL WITH THE SURFACE OF THE GROUND.
 GV0138
 GV0138                          STATION RECOVERY (1989)
 GV0138
 GV0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (LES)
 GV0138'RECOVERED IN GOOD CONDITION.
 GV0138
 GV0138                          STATION RECOVERY (1990)
 GV0138
 GV0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 GV0138'RECOVERED IN GOOD CONDITION.
 GV0138
 GV0138                          STATION RECOVERY (1998)
 GV0138
 GV0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0138'RECOVERED IN GOOD CONDITION.
 GV0138
 GV0138                          STATION RECOVERY (2003)
 GV0138
 GV0138'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0138'RECOVERED IN GOOD CONDITION.
 GV0138
 GV0138                          STATION RECOVERY (2006)
 GV0138
 GV0138'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2973 ***********************************************************************
 HV2973  DESIGNATION -  B 462
 HV2973  PID         -  HV2973
 HV2973  STATE/COUNTY-  VA/KING GEORGE
 HV2973  USGS QUAD   -  DAHLGREN (1983)
 HV2973
 HV2973                         *CURRENT SURVEY CONTROL
 HV2973  ___________________________________________________________________
 HV2973* NAD 83(1986)-  38 17 30.     (N)    077 06 59.     (W)     SCALED    
 HV2973* NAVD 88     -        51.774  (meters)     169.86   (feet)  ADJUSTED  
 HV2973  ___________________________________________________________________
 HV2973  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HV2973  DYNAMIC HT  -          51.741 (meters)     169.75  (feet)  COMP
 HV2973  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 HV2973
 HV2973  VERT ORDER  -  FIRST     CLASS II
 HV2973
 HV2973.The horizontal coordinates were scaled from a topographic map and have
 HV2973.an estimated accuracy of +/- 6 seconds.
 HV2973
 HV2973.The orthometric height was determined by differential leveling
 HV2973.and adjusted by the National Geodetic Survey in June 1991..
 HV2973
 HV2973.The geoid height was determined by GEOID03.
 HV2973
 HV2973.The dynamic height is computed by dividing the NAVD 88
 HV2973.geopotential number by the normal gravity value computed on the
 HV2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2973.degrees latitude (g = 980.6199 gals.).
 HV2973
 HV2973.The modeled gravity was interpolated from observed gravity values.
 HV2973
 HV2973;                    North         East    Units  Estimated Accuracy
 HV2973;SPC VA N     - 2,070,290.    3,621,030.      MT  (+/- 180 meters Scaled)
 HV2973
 HV2973                          SUPERSEDED SURVEY CONTROL
 HV2973
 HV2973  NGVD 29 (??/??/??)   52.012  (m)          170.64   (f) ADJUSTED    1 2
 HV2973
 HV2973.Superseded values are not recommended for survey control.
 HV2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2973.See file dsdata.txt to determine how the superseded data were derived.
 HV2973
 HV2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH149402(NAD 83)
 HV2973_MARKER: DB = BENCH MARK DISK
 HV2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2973_STAMPING: B 462 1971
 HV2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2973+STABILITY: SURFACE MOTION
 HV2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2973+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV2973
 HV2973  HISTORY     - Date     Condition        Report By
 HV2973  HISTORY     - 1971     MONUMENTED       NGS
 HV2973  HISTORY     - 19981202 GOOD             USPSQD
 HV2973  HISTORY     - 20031209 GOOD             USPSQD
 HV2973
 HV2973                          STATION DESCRIPTION
 HV2973
 HV2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2973'6.8 MI NE FROM KING GEORGE.
 HV2973'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2973'COURTHOUSE AT KING GEORGE, THENCE 4.3 MILES NORTHEAST ALONG
 HV2973'U.S. HIGHWAY 301, 105 FEET EAST OF THE EAST CORNER OF A FRAME
 HV2973'HOUSE WITH ASBESTOS SIDING, 53 FEET NORTHWEST OF THE NORTHWEST
 HV2973'LANE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE CENTER LINE OF
 HV2973'A PRIVATE DRIVEWAY, AT THE SOUTH CORNER OF A WOODED AREA, 1.5 FEET
 HV2973'NORTHWEST OF A METAL WITNESS POST, 5 1/2 FEET ABOVE THE LEVEL OF
 HV2973'THE HIGHWAY AND SET THE TOP OF A CONCRETE POST 1 INCH BELOW
 HV2973'THE LEVEL OF THE GROUND.
 HV2973
 HV2973                          STATION RECOVERY (1998)
 HV2973
 HV2973'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2973'RECOVERED IN GOOD CONDITION.
 HV2973
 HV2973                          STATION RECOVERY (2003)
 HV2973
 HV2973'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2868 ***********************************************************************
 HV2868  DESIGNATION -  B 463
 HV2868  PID         -  HV2868
 HV2868  STATE/COUNTY-  VA/STAFFORD
 HV2868  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2868
 HV2868                         *CURRENT SURVEY CONTROL
 HV2868  ___________________________________________________________________
 HV2868* NAD 83(1986)-  38 18 12.     (N)    077 26 50.     (W)     SCALED    
 HV2868* NAVD 88     -        18.149  (meters)      59.54   (feet)  ADJUSTED  
 HV2868  ___________________________________________________________________
 HV2868  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2868  DYNAMIC HT  -          18.138 (meters)      59.51  (feet)  COMP
 HV2868  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 HV2868
 HV2868  VERT ORDER  -  FIRST     CLASS I
 HV2868
 HV2868.The horizontal coordinates were scaled from a topographic map and have
 HV2868.an estimated accuracy of +/- 6 seconds.
 HV2868
 HV2868.The orthometric height was determined by differential leveling
 HV2868.and adjusted by the National Geodetic Survey in June 1991..
 HV2868
 HV2868.The geoid height was determined by GEOID03.
 HV2868
 HV2868.The dynamic height is computed by dividing the NAVD 88
 HV2868.geopotential number by the normal gravity value computed on the
 HV2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2868.degrees latitude (g = 980.6199 gals.).
 HV2868
 HV2868.The modeled gravity was interpolated from observed gravity values.
 HV2868
 HV2868;                    North         East    Units  Estimated Accuracy
 HV2868;SPC VA N     - 2,071,200.    3,592,080.      MT  (+/- 180 meters Scaled)
 HV2868
 HV2868                          SUPERSEDED SURVEY CONTROL
 HV2868
 HV2868  NGVD 29 (??/??/??)   18.399  (m)           60.36   (f) ADJUSTED    1 1
 HV2868
 HV2868.Superseded values are not recommended for survey control.
 HV2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2868.See file dsdata.txt to determine how the superseded data were derived.
 HV2868
 HV2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH860423(NAD 83)
 HV2868_MARKER: DB = BENCH MARK DISK
 HV2868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2868_SP_SET: PILLAR
 HV2868_STAMPING: B 463 1971
 HV2868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2868
 HV2868  HISTORY     - Date     Condition        Report By
 HV2868  HISTORY     - 1971     MONUMENTED       NGS
 HV2868  HISTORY     - 1972     GOOD             NGS
 HV2868  HISTORY     - 1978     GOOD             DMA
 HV2868  HISTORY     - 1984     GOOD             NGS
 HV2868  HISTORY     - 19960413 GOOD             USPSQD
 HV2868
 HV2868                          STATION DESCRIPTION
 HV2868
 HV2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2868'0.6 MI NE FROM FREDERICKSBURG.
 HV2868'ABOUT 0.6 MILE NORTHEAST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2868'POTOMAC RAILROAD FROM THE STATION AT FREDERICKSBURG, AT STATE
 HV2868'HIGHWAY 3 OVERPASS, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 HV2868'THE NEAR TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 HV2868'SOUTHWESTERLY ONE OF 5 ROUND CONCRETE PILLARS OF THE OVERPASS,
 HV2868'96.7 FEET NORTHEAST OF MILEPOST 60, 2 1/2 FEET ABOVE THE BOTTOM OF
 HV2868'A NARROW DRAINAGE DITCH AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HV2868'TRACK.
 HV2868
 HV2868                          STATION RECOVERY (1978)
 HV2868
 HV2868'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2868'RECOVERED IN GOOD CONDITION.
 HV2868
 HV2868                          STATION RECOVERY (1984)
 HV2868
 HV2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2868'RECOVERED IN GOOD CONDITION.
 HV2868
 HV2868                          STATION RECOVERY (1996)
 HV2868
 HV2868'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2849 ***********************************************************************
 HV2849  DESIGNATION -  B 464
 HV2849  PID         -  HV2849
 HV2849  STATE/COUNTY-  VA/STAFFORD
 HV2849  USGS QUAD   -  WIDEWATER (1978)
 HV2849
 HV2849                         *CURRENT SURVEY CONTROL
 HV2849  ___________________________________________________________________
 HV2849* NAD 83(1986)-  38 26 02.     (N)    077 20 35.     (W)     SCALED    
 HV2849* NAVD 88     -         9.022  (meters)      29.60   (feet)  ADJUSTED  
 HV2849  ___________________________________________________________________
 HV2849  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2849  DYNAMIC HT  -           9.016 (meters)      29.58  (feet)  COMP
 HV2849  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 HV2849
 HV2849  VERT ORDER  -  FIRST     CLASS I
 HV2849
 HV2849.The horizontal coordinates were scaled from a topographic map and have
 HV2849.an estimated accuracy of +/- 6 seconds.
 HV2849
 HV2849.The orthometric height was determined by differential leveling
 HV2849.and adjusted by the National Geodetic Survey in June 1991..
 HV2849
 HV2849.The geoid height was determined by GEOID03.
 HV2849
 HV2849.The dynamic height is computed by dividing the NAVD 88
 HV2849.geopotential number by the normal gravity value computed on the
 HV2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2849.degrees latitude (g = 980.6199 gals.).
 HV2849
 HV2849.The modeled gravity was interpolated from observed gravity values.
 HV2849
 HV2849;                    North         East    Units  Estimated Accuracy
 HV2849;SPC VA N     - 2,085,800.    3,601,010.      MT  (+/- 180 meters Scaled)
 HV2849
 HV2849                          SUPERSEDED SURVEY CONTROL
 HV2849
 HV2849  NGVD 29 (??/??/??)    9.268  (m)           30.41   (f) ADJUSTED    1 1
 HV2849
 HV2849.Superseded values are not recommended for survey control.
 HV2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2849.See file dsdata.txt to determine how the superseded data were derived.
 HV2849
 HV2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH954565(NAD 83)
 HV2849_MARKER: DB = BENCH MARK DISK
 HV2849_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HV2849+WITH SETTING: INTO GROUND
 HV2849_STAMPING: B 464 1971
 HV2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2849+STABILITY: SURFACE MOTION
 HV2849
 HV2849  HISTORY     - Date     Condition        Report By
 HV2849  HISTORY     - 1971     MONUMENTED       NGS
 HV2849  HISTORY     - 1978     GOOD             DMA
 HV2849
 HV2849                          STATION DESCRIPTION
 HV2849
 HV2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2849'6.8 MI SW FROM QUANTICO.
 HV2849'ABOUT 6.8 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2849'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 0.35 MILE
 HV2849'SOUTHWEST OF THE CROSSING OF COUNTY ROAD 658, 205 1/2 FEET
 HV2849'WEST-SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST 72, 72 1/2
 HV2849'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 HV2849'6 FEET SOUTHWEST OF POWER POLE NUMBER SM 58, 1.0 FOOT NORTHEAST
 HV2849'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON
 HV2849'THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED
 HV2849'TO A METAL BASE PLATE.  THE DISK PROJECTS 2 INCHES ABOVE THE
 HV2849'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH PIPE WHICH
 HV2849'PROJECTS 4 INCHES.
 HV2849
 HV2849                          STATION RECOVERY (1978)
 HV2849
 HV2849'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1633 ***********************************************************************
 HV1633  DESIGNATION -  B 465
 HV1633  PID         -  HV1633
 HV1633  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1633  USGS QUAD   -  ALEXANDRIA (1994)
 HV1633
 HV1633                         *CURRENT SURVEY CONTROL
 HV1633  ___________________________________________________________________
 HV1633* NAD 83(1986)-  38 48 15.     (N)    077 04 28.     (W)     SCALED    
 HV1633* NAVD 88     -        10.608  (meters)      34.80   (feet)  ADJUSTED  
 HV1633  ___________________________________________________________________
 HV1633  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV1633  DYNAMIC HT  -          10.603 (meters)      34.79  (feet)  COMP
 HV1633  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 HV1633  OBS GRAVITY -     980,090.9   (mgal)                       GRAV_OBS
 HV1633
 HV1633  VERT ORDER  -  FIRST     CLASS I
 HV1633
 HV1633.The horizontal coordinates were scaled from a topographic map and have
 HV1633.an estimated accuracy of +/- 6 seconds.
 HV1633
 HV1633.The orthometric height was determined by differential leveling
 HV1633.and adjusted by the National Geodetic Survey in June 1991..
 HV1633
 HV1633.The geoid height was determined by GEOID03.
 HV1633
 HV1633.The dynamic height is computed by dividing the NAVD 88
 HV1633.geopotential number by the normal gravity value computed on the
 HV1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1633.degrees latitude (g = 980.6199 gals.).
 HV1633
 HV1633.The modeled gravity was interpolated from observed gravity values.
 HV1633.The observed gravity was obtained from relative gravimeter ties
 HV1633.to the IGSN71 gravity network.
 HV1633
 HV1633;                    North         East    Units  Estimated Accuracy
 HV1633;SPC VA N     - 2,127,220.    3,623,820.      MT  (+/- 180 meters Scaled)
 HV1633
 HV1633                          SUPERSEDED SURVEY CONTROL
 HV1633
 HV1633  NGVD 29 (??/??/??)   10.848  (m)           35.59   (f) ADJUSTED    1 1
 HV1633
 HV1633.Superseded values are not recommended for survey control.
 HV1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1633.See file dsdata.txt to determine how the superseded data were derived.
 HV1633
 HV1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH198970(NAD 83)
 HV1633_MARKER: DB = BENCH MARK DISK
 HV1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1633_SP_SET: FOUNDATION
 HV1633_STAMPING: B 465 1971
 HV1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1633
 HV1633  HISTORY     - Date     Condition        Report By
 HV1633  HISTORY     - 1971     MONUMENTED       NGS
 HV1633  HISTORY     - 1978     GOOD             DMA
 HV1633  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1633
 HV1633                          STATION DESCRIPTION
 HV1633
 HV1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1633'AT ALEXANDRIA.
 HV1633'AT ALEXANDRIA, ABOUT 0.65 MILE WEST ALONG THE RICHMOND,
 HV1633'FREDERICKSBURG AND POTOMAC RAILROAD FROM THE STATION, AT THE
 HV1633'RAILROAD UNDERPASS FOR TELEGRAPH ROAD (STATE HIGHWAY 241), SET
 HV1633'IN THE TOP OF THE WEST END OF THE CONCRETE FOUNDATION WHICH SUPPORTS
 HV1633'8 CONCRETE PILLARS, 1.1 FEET WEST OF THE MOST WESTERLY PILLAR,
 HV1633'82 FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY OF 4 MAIN
 HV1633'TRACKS OF THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD,
 HV1633'34 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN RAILROAD,
 HV1633'117.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOOTING FOR
 HV1633'AN OVERHEAD SIGNAL GANTRY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HV1633'TRACKS, AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 HV1633
 HV1633                          STATION RECOVERY (1978)
 HV1633
 HV1633'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1633'RECOVERED IN GOOD CONDITION.
 HV1633
 HV1633                          STATION RECOVERY (1996)
 HV1633
 HV1633'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0519 ***********************************************************************
 FW0519  DESIGNATION -  B 466
 FW0519  PID         -  FW0519
 FW0519  STATE/COUNTY-  VA/ACCOMACK
 FW0519  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0519
 FW0519                         *CURRENT SURVEY CONTROL
 FW0519  ___________________________________________________________________
 FW0519* NAD 83(1986)-  37 55 01.     (N)    075 19 58.     (W)     SCALED    
 FW0519* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 FW0519  ___________________________________________________________________
 FW0519  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0519  DYNAMIC HT  -           1.774 (meters)       5.82  (feet)  COMP
 FW0519  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 FW0519
 FW0519  VERT ORDER  -  SECOND    CLASS I
 FW0519
 FW0519.The horizontal coordinates were scaled from a topographic map and have
 FW0519.an estimated accuracy of +/- 6 seconds.
 FW0519
 FW0519.The orthometric height was determined by differential leveling
 FW0519.and adjusted by the National Geodetic Survey in June 1991..
 FW0519
 FW0519.The geoid height was determined by GEOID03.
 FW0519
 FW0519.The dynamic height is computed by dividing the NAVD 88
 FW0519.geopotential number by the normal gravity value computed on the
 FW0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0519.degrees latitude (g = 980.6199 gals.).
 FW0519
 FW0519.The modeled gravity was interpolated from observed gravity values.
 FW0519
 FW0519;                    North         East    Units  Estimated Accuracy
 FW0519;SPC VA S     - 1,180,420.    3,778,440.      MT  (+/- 180 meters Scaled)
 FW0519
 FW0519                          SUPERSEDED SURVEY CONTROL
 FW0519
 FW0519  NGVD 29 (??/??/??)    2.021  (m)            6.63   (f) ADJUSTED    2 1
 FW0519
 FW0519.Superseded values are not recommended for survey control.
 FW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0519.See file dsdata.txt to determine how the superseded data were derived.
 FW0519
 FW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG707966(NAD 83)
 FW0519_MARKER: DB = BENCH MARK DISK
 FW0519_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FW0519+WITH SETTING: INTO GROUND
 FW0519_SP_SET: METAL ROD WITH BASE PLATE
 FW0519_STAMPING: B 466 1977
 FW0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0519+STABILITY: SURFACE MOTION
 FW0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0519+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0519
 FW0519  HISTORY     - Date     Condition        Report By
 FW0519  HISTORY     - 1977     MONUMENTED       NGS
 FW0519  HISTORY     - 20031015 GOOD             USPSQD
 FW0519
 FW0519                          STATION DESCRIPTION
 FW0519
 FW0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0519'IN ASSATEAGUE ISLAND.
 FW0519'1.5 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE
 FW0519'SERVICE MAINTENANCE YARD ON ASSATEAGUE ISLAND, 22 FEET NORTHWEST
 FW0519'OF THE CENTERLINE OF THE ROAD.
 FW0519
 FW0519                          STATION RECOVERY (2003)
 FW0519
 FW0519'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0519'MARK IS 18 INCHES S OF A METAL WITNESS POST, ENCASED IN PVC PIPE, PIPE
 FW0519'CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2240 ***********************************************************************
 FX2240  DESIGNATION -  B 468
 FX2240  PID         -  FX2240
 FX2240  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX2240  USGS QUAD   -  HOLLAND (1986)
 FX2240
 FX2240                         *CURRENT SURVEY CONTROL
 FX2240  ___________________________________________________________________
 FX2240* NAD 83(1986)-  36 42 56.     (N)    076 48 48.     (W)     SCALED    
 FX2240* NAVD 88     -        24.424  (meters)      80.13   (feet)  ADJUSTED  
 FX2240  ___________________________________________________________________
 FX2240  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 FX2240  DYNAMIC HT  -          24.406 (meters)      80.07  (feet)  COMP
 FX2240  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 FX2240
 FX2240  VERT ORDER  -  FIRST     CLASS II
 FX2240
 FX2240.The horizontal coordinates were scaled from a topographic map and have
 FX2240.an estimated accuracy of +/- 6 seconds.
 FX2240
 FX2240.The orthometric height was determined by differential leveling
 FX2240.and adjusted by the National Geodetic Survey in June 1991..
 FX2240
 FX2240.The geoid height was determined by GEOID03.
 FX2240
 FX2240.The dynamic height is computed by dividing the NAVD 88
 FX2240.geopotential number by the normal gravity value computed on the
 FX2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2240.degrees latitude (g = 980.6199 gals.).
 FX2240
 FX2240.The modeled gravity was interpolated from observed gravity values.
 FX2240
 FX2240;                    North         East    Units  Estimated Accuracy
 FX2240;SPC VA S     - 1,043,760.    3,650,680.      MT  (+/- 180 meters Scaled)
 FX2240
 FX2240                          SUPERSEDED SURVEY CONTROL
 FX2240
 FX2240.No superseded survey control is available for this station.
 FX2240
 FX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF380648(NAD 83)
 FX2240_MARKER: DB = BENCH MARK DISK
 FX2240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2240_SP_SET: STAINLESS STEEL ROD
 FX2240_STAMPING: B 468 1978
 FX2240_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2240_ROD/PIPE-DEPTH: 6.10 meters
 FX2240
 FX2240  HISTORY     - Date     Condition        Report By
 FX2240  HISTORY     - 1978     MONUMENTED       NGS
 FX2240
 FX2240                          STATION DESCRIPTION
 FX2240
 FX2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2240'0.7 MI NE FROM CARRSVILLE.
 FX2240'ABOUT 0.7 MILE NORTHEAST ALONG THE SEABOARD COAST LINE RAILROAD
 FX2240'FROM THE STATE HIGHWAY 58 OVERPASS IN CARRSVILLE. SET AT A PRIVATE
 FX2240'ROAD CROSSING, 55.5 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSS-
 FX2240'ING, 50.5 FEET SOUTH OF THE SOUTH RAIL, 23 FEET SOUTHWEST OF THE
 FX2240'CENTER OF A DIRT ROAD LEADING SOUTH TO A FARM HOUSE, 6 FEET SOUTHWEST
 FX2240'OF A FENCE CORNER AT A GATE, AND 1 FOOT NORTH OF A FENCE.
 FX2240'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 FX2240'THE MARK IS 1 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2269 ***********************************************************************
 FX2269  DESIGNATION -  B 469
 FX2269  PID         -  FX2269
 FX2269  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2269  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX2269
 FX2269                         *CURRENT SURVEY CONTROL
 FX2269  ___________________________________________________________________
 FX2269* NAD 83(1986)-  36 33 30.     (N)    077 16 32.     (W)     SCALED    
 FX2269* NAVD 88     -        14.162  (meters)      46.46   (feet)  ADJUSTED  
 FX2269  ___________________________________________________________________
 FX2269  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 FX2269  DYNAMIC HT  -          14.151 (meters)      46.43  (feet)  COMP
 FX2269  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 FX2269
 FX2269  VERT ORDER  -  FIRST     CLASS II
 FX2269
 FX2269.The horizontal coordinates were scaled from a topographic map and have
 FX2269.an estimated accuracy of +/- 6 seconds.
 FX2269
 FX2269.The orthometric height was determined by differential leveling
 FX2269.and adjusted by the National Geodetic Survey in June 1991..
 FX2269
 FX2269.The geoid height was determined by GEOID03.
 FX2269
 FX2269.The dynamic height is computed by dividing the NAVD 88
 FX2269.geopotential number by the normal gravity value computed on the
 FX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2269.degrees latitude (g = 980.6199 gals.).
 FX2269
 FX2269.The modeled gravity was interpolated from observed gravity values.
 FX2269
 FX2269;                    North         East    Units  Estimated Accuracy
 FX2269;SPC VA S     - 1,025,680.    3,609,620.      MT  (+/- 180 meters Scaled)
 FX2269
 FX2269                          SUPERSEDED SURVEY CONTROL
 FX2269
 FX2269.No superseded survey control is available for this station.
 FX2269
 FX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF963482(NAD 83)
 FX2269_MARKER: DB = BENCH MARK DISK
 FX2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2269_SP_SET: STAINLESS STEEL ROD
 FX2269_STAMPING: B 469 1978
 FX2269_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2269_ROD/PIPE-DEPTH: 6.10 meters
 FX2269
 FX2269  HISTORY     - Date     Condition        Report By
 FX2269  HISTORY     - 1978     MONUMENTED       NGS
 FX2269
 FX2269                          STATION DESCRIPTION
 FX2269
 FX2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2269'1.7 MI SW FROM BRANCHVILLE.
 FX2269'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 186 FROM ITS JUNC-
 FX2269'TION WITH STATE HIGHWAY 730 IN BRANCHVILLE.  SET BETWEEN TWO UP-
 FX2269'RIGHT RAILROAD TIES TO BLOCK OLD CROSSING, 63 FEET NORTHWEST OF THE
 FX2269'CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF A POST AND SIGN,
 FX2269'SIDING ONE MILE, 15 FEET SOUTH OF THE SOUTH RAIL OF THE SEABOARD
 FX2269'COAST LINE RAILROAD, 6 FEET NORTHEAST OF THE EXTENDED CENTERLINE
 FX2269'OF A DRIVEWAY LEADING SOUTH TO A CLAP BOARD HOUSE.
 FX2269'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 FX2269'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2882 ***********************************************************************
 HV2882  DESIGNATION -  B 47
 HV2882  PID         -  HV2882
 HV2882  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2882  USGS QUAD   -  GUINEA (1966)
 HV2882
 HV2882                         *CURRENT SURVEY CONTROL
 HV2882  ___________________________________________________________________
 HV2882* NAD 83(1986)-  38 14 38.     (N)    077 25 09.     (W)     SCALED    
 HV2882* NAVD 88     -        21.960  (meters)      72.05   (feet)  ADJUSTED  
 HV2882  ___________________________________________________________________
 HV2882  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2882  DYNAMIC HT  -          21.947 (meters)      72.00  (feet)  COMP
 HV2882  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 HV2882  OBS GRAVITY -     980,020.7   (mgal)                       GRAV_OBS
 HV2882
 HV2882  VERT ORDER  -  FIRST     CLASS I
 HV2882
 HV2882.The horizontal coordinates were scaled from a topographic map and have
 HV2882.an estimated accuracy of +/- 6 seconds.
 HV2882
 HV2882.The orthometric height was determined by differential leveling
 HV2882.and adjusted by the National Geodetic Survey in June 1991..
 HV2882
 HV2882.The geoid height was determined by GEOID03.
 HV2882
 HV2882.The dynamic height is computed by dividing the NAVD 88
 HV2882.geopotential number by the normal gravity value computed on the
 HV2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2882.degrees latitude (g = 980.6199 gals.).
 HV2882
 HV2882.The modeled gravity was interpolated from observed gravity values.
 HV2882.The observed gravity was obtained from relative gravimeter ties
 HV2882.to the IGSN71 gravity network.
 HV2882
 HV2882;                    North         East    Units  Estimated Accuracy
 HV2882;SPC VA N     - 2,064,630.    3,594,610.      MT  (+/- 180 meters Scaled)
 HV2882
 HV2882                          SUPERSEDED SURVEY CONTROL
 HV2882
 HV2882  NGVD 29 (??/??/??)   22.209  (m)           72.86   (f) ADJUSTED    1 1
 HV2882
 HV2882.Superseded values are not recommended for survey control.
 HV2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2882.See file dsdata.txt to determine how the superseded data were derived.
 HV2882
 HV2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH882356(NAD 83)
 HV2882_MARKER: DB = BENCH MARK DISK
 HV2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2882_STAMPING: B 47 1934 72.985
 HV2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2882+STABILITY: SURFACE MOTION
 HV2882
 HV2882  HISTORY     - Date     Condition        Report By
 HV2882  HISTORY     - 1934     MONUMENTED       CGS
 HV2882  HISTORY     - 1972     GOOD             NGS
 HV2882  HISTORY     - 1978     GOOD             DMA
 HV2882  HISTORY     - 1981     GOOD             NGS
 HV2882  HISTORY     - 19880505 MARK NOT FOUND   USPSQD
 HV2882  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV2882
 HV2882                          STATION DESCRIPTION
 HV2882
 HV2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2882'4.8 MI SE FROM FREDERICKSBURG.
 HV2882'ABOUT 4.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE
 HV2882'HIGHWAY 2 AT FREDERICKSBURG, 180 FEET NORTHWEST OF THE CENTER OF
 HV2882'THE INTERSECTION OF THE HIGHWAYS AND COUNTY ROAD 609, 148 FEET
 HV2882'NORTH OF AND ACROSS THE HIGHWAYS FROM THE NORTH CORNER OF A 2
 HV2882'STORY HOUSE, 42 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 HV2882'HIGHWAYS, 2 FEET EAST OF POWER LINE POLE F 50A 1893, 1.05 MILE
 HV2882'NORTH OF THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 2
 HV2882'LEADING SOUTH, 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST, 2 1/2
 HV2882'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HV2882'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2882
 HV2882                          STATION RECOVERY (1978)
 HV2882
 HV2882'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2882'RECOVERED IN GOOD CONDITION.
 HV2882
 HV2882                          STATION RECOVERY (1981)
 HV2882
 HV2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV2882'RECOVERED IN GOOD CONDITION.
 HV2882
 HV2882                          STATION RECOVERY (1988)
 HV2882
 HV2882'RECOVERY NOTE BY US POWER SQUADRON 1988 (TG)
 HV2882'MARK NOT FOUND.
 HV2882
 HV2882                          STATION RECOVERY (1998)
 HV2882
 HV2882'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7934 ***********************************************************************
 HV7934  DESIGNATION -  B 47 RESET
 HV7934  PID         -  HV7934
 HV7934  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7934  USGS QUAD   -  GUINEA (1966)
 HV7934
 HV7934                         *CURRENT SURVEY CONTROL
 HV7934  ___________________________________________________________________
 HV7934* NAD 83(1986)-  38 14 38.     (N)    077 25 09.     (W)     SCALED    
 HV7934* NAVD 88     -        21.712  (meters)      71.23   (feet)  ADJUSTED  
 HV7934  ___________________________________________________________________
 HV7934  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV7934  DYNAMIC HT  -          21.698 (meters)      71.19  (feet)  COMP
 HV7934  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 HV7934
 HV7934  VERT ORDER  -  FIRST     CLASS II
 HV7934
 HV7934.The horizontal coordinates were scaled from a topographic map and have
 HV7934.an estimated accuracy of +/- 6 seconds.
 HV7934
 HV7934.The orthometric height was determined by differential leveling
 HV7934.and adjusted by the National Geodetic Survey in June 1991..
 HV7934
 HV7934.The geoid height was determined by GEOID03.
 HV7934
 HV7934.The dynamic height is computed by dividing the NAVD 88
 HV7934.geopotential number by the normal gravity value computed on the
 HV7934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7934.degrees latitude (g = 980.6199 gals.).
 HV7934
 HV7934.The modeled gravity was interpolated from observed gravity values.
 HV7934
 HV7934;                    North         East    Units  Estimated Accuracy
 HV7934;SPC VA N     - 2,064,630.    3,594,610.      MT  (+/- 180 meters Scaled)
 HV7934
 HV7934                          SUPERSEDED SURVEY CONTROL
 HV7934
 HV7934  NGVD 29 (??/??/??)   21.96   (m)           72.0    (f) RESET       3  
 HV7934
 HV7934.Superseded values are not recommended for survey control.
 HV7934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7934.See file dsdata.txt to determine how the superseded data were derived.
 HV7934
 HV7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH882356(NAD 83)
 HV7934_MARKER: DV = VERTICAL CONTROL DISK
 HV7934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7934_SP_SET: STAINLESS STEEL ROD
 HV7934_STAMPING: B 47 RESET 1982
 HV7934_MARK LOGO: NGS   
 HV7934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7934+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7934
 HV7934  HISTORY     - Date     Condition        Report By
 HV7934  HISTORY     - 1982     MONUMENTED       NGS
 HV7934  HISTORY     - 1983     GOOD             NGS
 HV7934  HISTORY     - 19910828 GOOD             NGS
 HV7934  HISTORY     - 19981024 GOOD             USPSQD
 HV7934  HISTORY     - 20030815 POOR             GEOCAC
 HV7934
 HV7934                          STATION DESCRIPTION
 HV7934
 HV7934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HV7934'1 MI NW FROM NEW POST.
 HV7934'1 MI NW ALONG STATE ROUTE 2 AND US HIGHWAY 17 FROM THE JUNCTION
 HV7934'WITH US HIGHWAY 17 BYPASS AT NEW POST, 1.52 METERS (5 FT) NW OF
 HV7934'POWERLINE POLE WK 44, 9.45 METERS (31 FT) SE OF THE CENTER OF A
 HV7934'PRIVATE DRIVE LEADING NE, 17.83 METERS (58.5 FT) EAST OF THE CENTER
 HV7934'OF STATE HIGHWAY 2 AND US HIGHWAY 17 AND STATE HIGHWAY 609 WHICH
 HV7934'LEADS SW AND 12.04 METERS (39.5 FT) NE OF THE CENTERLINE OF STATE
 HV7934'HIGHWAY 2 AND US HIGHWAY 17.  THE MARK IS A STAINLESS STEEL ROD
 HV7934'DRIVEN TO A DEPTH OF 37 FEET WHICH DOES NOT HAVE A DATUM CAP. THE
 HV7934'MARK IS SURROUNDED BY A PVC THAT IS 5 INCHES IN DIAMETER AND 37
 HV7934'INCHES DEEP WITH A LOGO CAP ATOP WHICH IS STAMPED B 47 RESET 1982.
 HV7934
 HV7934                          STATION RECOVERY (1983)
 HV7934
 HV7934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7934'RECOVERED IN GOOD CONDITION.
 HV7934
 HV7934                          STATION RECOVERY (1991)
 HV7934
 HV7934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7934'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7934'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7934'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7934'JUNCTION OF US HIGHWAY 17 AT NEW POST.  CONTINUE NORTH ON STATE ROUTE
 HV7934'2 FOR 1.15 MI (1.85 KM) TO THE JUNCTION OF STATE ROUTE 609 TO THE
 HV7934'LEFT AND THE MARK ON THE RIGHT JUST BEFORE THE JUNCTION OF STATE
 HV7934'ROUTE 1328 TO THE RIGHT.  THE MARK IS A 3/4 INCH STAINLESS STEEL ROD
 HV7934'SET IN AN NGS LOGO CAP STAMPED -B 47 RESET 1982- FLUSH WITH THE
 HV7934'GROUND.  0.8 FT (0.2 M) SOUTHWEST OF A WOOD FENCE 3.8 FT (1.2 M)
 HV7934'SOUTHEAST OF A WITNESS POST 4.2 FT (1.3 M) WEST OF A POWERLINE POLE
 HV7934'NO. WK44 28 FT (8.5 M) NORTHEAST OF THE EAST EDGE OF STATE ROUTE 2
 HV7934'31 FT (9.4 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY 213 FT
 HV7934'(64.9 M) SOUTHEAST OF THE C/L OF STATE ROUTE 1328
 HV7934
 HV7934                          STATION RECOVERY (1998)
 HV7934
 HV7934'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7934'RECOVERED IN GOOD CONDITION.
 HV7934
 HV7934                          STATION RECOVERY (2003)
 HV7934
 HV7934'RECOVERY NOTE BY GEOCACHING 2003 (MTS)
 HV7934'FOUND IN POOR CONDITION.  THE ROD IS BENT, AND THE PVC HAS BEEN
 HV7934'DAMAGED AND PULLED AWAY FROM THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2146 ***********************************************************************
 FX2146  DESIGNATION -  B 470
 FX2146  PID         -  FX2146
 FX2146  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2146  USGS QUAD   -  KEMPSVILLE (1986)
 FX2146
 FX2146                         *CURRENT SURVEY CONTROL
 FX2146  ___________________________________________________________________
 FX2146* NAD 83(1986)-  36 50 20.     (N)    076 09 34.     (W)     SCALED    
 FX2146* NAVD 88     -         5.198  (meters)      17.05   (feet)  ADJUSTED  
 FX2146  ___________________________________________________________________
 FX2146  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 FX2146  DYNAMIC HT  -           5.194 (meters)      17.04  (feet)  COMP
 FX2146  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 FX2146
 FX2146  VERT ORDER  -  FIRST     CLASS II
 FX2146
 FX2146.The horizontal coordinates were scaled from a topographic map and have
 FX2146.an estimated accuracy of +/- 6 seconds.
 FX2146
 FX2146.The orthometric height was determined by differential leveling
 FX2146.and adjusted by the National Geodetic Survey in June 1991..
 FX2146
 FX2146.The geoid height was determined by GEOID03.
 FX2146
 FX2146.The dynamic height is computed by dividing the NAVD 88
 FX2146.geopotential number by the normal gravity value computed on the
 FX2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2146.degrees latitude (g = 980.6199 gals.).
 FX2146
 FX2146.The modeled gravity was interpolated from observed gravity values.
 FX2146
 FX2146;                    North         East    Units  Estimated Accuracy
 FX2146;SPC VA S     - 1,058,690.    3,708,750.      MT  (+/- 180 meters Scaled)
 FX2146
 FX2146                          SUPERSEDED SURVEY CONTROL
 FX2146
 FX2146.No superseded survey control is available for this station.
 FX2146
 FX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF966776(NAD 83)
 FX2146_MARKER: DB = BENCH MARK DISK
 FX2146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2146_SP_SET: BRIDGE PIER VERTICALLY
 FX2146_STAMPING: B 470 1979
 FX2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2146+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 FX2146
 FX2146  HISTORY     - Date     Condition        Report By
 FX2146  HISTORY     - 1979     MONUMENTED       NGS
 FX2146  HISTORY     - 20060908 GOOD             VADOT
 FX2146
 FX2146                          STATION DESCRIPTION
 FX2146
 FX2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2146'8.5 MI WEST FROM OCEANA.
 FX2146'ABOUT 8.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS IN
 FX2146'OCEANA, AND THENCE 0.5 MILE SOUTH ALONG WITCH DUCK ROAD.  SET
 FX2146'VERTICALLY IN THE PIER OF VIRGINIA TOLL ROAD 44 OVERPASS, IN THE
 FX2146'NORTH FACE OF THE NORTH ONE OF TEN PIERS WEST OF THE ROAD, 19 FEET
 FX2146'WEST OF THE CENTERLINE OF WITCH DUCK ROAD, AND 17 FEET SOUTH OF A
 FX2146'ROAD SIGN, TOLL EAST 44-TOLL WEST VA BEACH AND NORFOLK EXPRESSWAY.
 FX2146'THE MARK IS 3 FT ABOVE THE GROUND.
 FX2146
 FX2146                          STATION RECOVERY (2006)
 FX2146
 FX2146'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (JLB)
 FX2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2247 ***********************************************************************
 FX2247  DESIGNATION -  B 471
 FX2247  PID         -  FX2247
 FX2247  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2247  USGS QUAD   -  FRANKLIN (1986)
 FX2247
 FX2247                         *CURRENT SURVEY CONTROL
 FX2247  ___________________________________________________________________
 FX2247* NAD 83(1986)-  36 40 29.     (N)    076 56 23.     (W)     SCALED    
 FX2247* NAVD 88     -         8.460  (meters)      27.76   (feet)  ADJUSTED  
 FX2247  ___________________________________________________________________
 FX2247  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX2247  DYNAMIC HT  -           8.453 (meters)      27.73  (feet)  COMP
 FX2247  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 FX2247
 FX2247  VERT ORDER  -  FIRST     CLASS II
 FX2247
 FX2247.The horizontal coordinates were scaled from a topographic map and have
 FX2247.an estimated accuracy of +/- 6 seconds.
 FX2247
 FX2247.The orthometric height was determined by differential leveling
 FX2247.and adjusted by the National Geodetic Survey in June 1991..
 FX2247
 FX2247.The geoid height was determined by GEOID03.
 FX2247
 FX2247.The dynamic height is computed by dividing the NAVD 88
 FX2247.geopotential number by the normal gravity value computed on the
 FX2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2247.degrees latitude (g = 980.6199 gals.).
 FX2247
 FX2247.The modeled gravity was interpolated from observed gravity values.
 FX2247
 FX2247;                    North         East    Units  Estimated Accuracy
 FX2247;SPC VA S     - 1,039,040.    3,639,470.      MT  (+/- 180 meters Scaled)
 FX2247
 FX2247                          SUPERSEDED SURVEY CONTROL
 FX2247
 FX2247.No superseded survey control is available for this station.
 FX2247
 FX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF266605(NAD 83)
 FX2247_MARKER: DB = BENCH MARK DISK
 FX2247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2247_SP_SET: STAINLESS STEEL ROD
 FX2247_STAMPING: B 471 1979
 FX2247_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2247_ROD/PIPE-DEPTH: 4.88 meters
 FX2247
 FX2247  HISTORY     - Date     Condition        Report By
 FX2247  HISTORY     - 1979     MONUMENTED       NGS
 FX2247
 FX2247                          STATION DESCRIPTION
 FX2247
 FX2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2247'1.3 MI WEST FROM FRANKLIN.
 FX2247'ABOUT 1.9 MILE SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 FX2247'THE STATION IN FRANKLIN, AND THENCE ABOUT 0.4 MILE NORTHWEST ALONG
 FX2247'COLLEGE DRIVE.  SET AT THE DRIVEWAY TO PAUL D. CAMP COMMUNITY COLLEGE,
 FX2247'116.5 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVE, 44.5 FEET NORTH
 FX2247'OF THE CENTER OF THE DRIVEWAY, AND 1 FOOT NORTHWEST OF POWER POLE
 FX2247'NUMBER S70 SPSJ 4-40.
 FX2247'THE MARK IS 1 FT  S FROM A WITNESS POST.
 FX2247'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1768 ***********************************************************************
 FY1768  DESIGNATION -  B 472
 FY1768  PID         -  FY1768
 FY1768  STATE/COUNTY-  VA/MECKLENBURG
 FY1768  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1768
 FY1768                         *CURRENT SURVEY CONTROL
 FY1768  ___________________________________________________________________
 FY1768* NAD 83(1986)-  36 33 33.     (N)    078 32 31.     (W)     SCALED    
 FY1768* NAVD 88     -        97.816  (meters)     320.92   (feet)  ADJUSTED  
 FY1768  ___________________________________________________________________
 FY1768  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FY1768  DYNAMIC HT  -          97.740 (meters)     320.67  (feet)  COMP
 FY1768  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 FY1768
 FY1768  VERT ORDER  -  FIRST     CLASS II
 FY1768
 FY1768.The horizontal coordinates were scaled from a topographic map and have
 FY1768.an estimated accuracy of +/- 6 seconds.
 FY1768
 FY1768.The orthometric height was determined by differential leveling
 FY1768.and adjusted by the National Geodetic Survey in June 1991..
 FY1768
 FY1768.The geoid height was determined by GEOID03.
 FY1768
 FY1768.The dynamic height is computed by dividing the NAVD 88
 FY1768.geopotential number by the normal gravity value computed on the
 FY1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1768.degrees latitude (g = 980.6199 gals.).
 FY1768
 FY1768.The modeled gravity was interpolated from observed gravity values.
 FY1768
 FY1768;                    North         East    Units  Estimated Accuracy
 FY1768;SPC VA S     - 1,025,060.    3,496,250.      MT  (+/- 180 meters Scaled)
 FY1768
 FY1768                          SUPERSEDED SURVEY CONTROL
 FY1768
 FY1768  NGVD 29 (03/05/92)   98.080  (m)          321.78   (f) ADJUSTED    1 2
 FY1768
 FY1768.Superseded values are not recommended for survey control.
 FY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1768.See file dsdata.txt to determine how the superseded data were derived.
 FY1768
 FY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA199487(NAD 83)
 FY1768_MARKER: DB = BENCH MARK DISK
 FY1768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1768_SP_SET: STAINLESS STEEL ROD
 FY1768_STAMPING: B 472 1978
 FY1768_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1768_ROD/PIPE-DEPTH: 3.66 meters
 FY1768
 FY1768  HISTORY     - Date     Condition        Report By
 FY1768  HISTORY     - 1978     MONUMENTED       NGS
 FY1768  HISTORY     - 1987     GOOD             USPSQD
 FY1768  HISTORY     - 20051026 MARK NOT FOUND   USPSQD
 FY1768
 FY1768                          STATION DESCRIPTION
 FY1768
 FY1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1768'4.5 MI NORTH FROM BULLOCK.
 FY1768'ABOUT 4.5 MILES NORTH ALONG HIGHWAY 15 FROM THE POST OFFICE IN
 FY1768'BULLOCK.  MARK IS SET AT THE SOUTH END OF A SMALL GROVE OF PINE
 FY1768'TREES AND ON THE EAST END OF A CUT BANK, 13 RAILS NORTH OF THE NORTH
 FY1768'EDGE OF THE LAKE ON THE EAST SIDE OF THE TRACKS, 53.5 FEET EAST OF
 FY1768'THE CENTERLINE OF THE HIGHWAY, 24.4 FEET WEST OF THE WEST RAIL OF THE
 FY1768'MAIN TRACK, AND 8 FEET SOUTH OF THE GROVE OF PINE TREES.
 FY1768
 FY1768                          STATION RECOVERY (1987)
 FY1768
 FY1768'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1768'RECOVERED IN GOOD CONDITION.
 FY1768
 FY1768                          STATION RECOVERY (2005)
 FY1768
 FY1768'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1768'ROUTE 15 HAS BEEN RELOCATED, AND AREA REGRADED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1793 ***********************************************************************
 FY1793  DESIGNATION -  B 473
 FY1793  PID         -  FY1793
 FY1793  STATE/COUNTY-  VA/LUNENBURG
 FY1793  USGS QUAD   -  CHASE CITY (1981)
 FY1793
 FY1793                         *CURRENT SURVEY CONTROL
 FY1793  ___________________________________________________________________
 FY1793* NAD 83(1986)-  36 52 25.     (N)    078 27 34.     (W)     SCALED    
 FY1793* NAVD 88     -       133.119  (meters)     436.74   (feet)  ADJUSTED  
 FY1793  ___________________________________________________________________
 FY1793  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 FY1793  DYNAMIC HT  -         133.022 (meters)     436.42  (feet)  COMP
 FY1793  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 FY1793  OBS GRAVITY -     979,897.0   (mgal)                       GRAV_OBS
 FY1793
 FY1793  VERT ORDER  -  FIRST     CLASS II
 FY1793
 FY1793.The horizontal coordinates were scaled from a topographic map and have
 FY1793.an estimated accuracy of +/- 6 seconds.
 FY1793
 FY1793.The orthometric height was determined by differential leveling
 FY1793.and adjusted by the National Geodetic Survey in June 1991..
 FY1793
 FY1793.The geoid height was determined by GEOID03.
 FY1793
 FY1793.The dynamic height is computed by dividing the NAVD 88
 FY1793.geopotential number by the normal gravity value computed on the
 FY1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1793.degrees latitude (g = 980.6199 gals.).
 FY1793
 FY1793.The modeled gravity was interpolated from observed gravity values.
 FY1793.The observed gravity was obtained from relative gravimeter ties
 FY1793.to the IGSN71 gravity network.
 FY1793
 FY1793;                    North         East    Units  Estimated Accuracy
 FY1793;SPC VA S     - 1,059,960.    3,503,620.      MT  (+/- 180 meters Scaled)
 FY1793
 FY1793                          SUPERSEDED SURVEY CONTROL
 FY1793
 FY1793.No superseded survey control is available for this station.
 FY1793
 FY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA264838(NAD 83)
 FY1793_MARKER: DB = BENCH MARK DISK
 FY1793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1793_SP_SET: STAINLESS STEEL ROD
 FY1793_STAMPING: B 473 1978
 FY1793_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1793_ROD/PIPE-DEPTH: 4.88 meters
 FY1793
 FY1793  HISTORY     - Date     Condition        Report By
 FY1793  HISTORY     - 1978     MONUMENTED       NGS
 FY1793  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY1793  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 FY1793
 FY1793                          STATION DESCRIPTION
 FY1793
 FY1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1793'5.8 MI NORTH FROM CHASE CITY.
 FY1793'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION WITH
 FY1793'STATE HIGHWAY 47 IN CHASE CITY, THENCE 2.2 MILES NORTHWEST ALONG
 FY1793'COUNTY ROAD 682, AND THENCE 1.0 MILE NORTHEAST ALONG COUNTY ROAD
 FY1793'632.  ABOUT 0.1 MILE NORTH OF SOUTH MEHERRIN RIVER, AND SET AT A
 FY1793'POWER POLE, NUMBER J1-206-L35-L25-L18, 49.5 FEET NORTH OF A FENCE
 FY1793'CORNER POST, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST
 FY1793'OF THE FENCE, AND 1.5 FEET SOUTH OF THE POWER POLE.
 FY1793'THE MARK IS 2 FT  N FROM A WITNESS POST.
 FY1793'THE MARK IS 2 FT ABOVE THE ROAD.
 FY1793
 FY1793                          STATION RECOVERY (2001)
 FY1793
 FY1793'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY1793'ORIGINAL MARK NOT FOUND, IN ITS PLACE WAS A VIRGINIA DEPT OF HIGHWAY
 FY1793'MARKER 55 0037 MARKER.
 FY1793
 FY1793                          STATION RECOVERY (2001)
 FY1793
 FY1793'RECOVERY NOTE BY US POWER SQUADRON 2001 (EC)
 FY1793'THE ORIGINAL DISK WAS NOT FOUND.  IN ITS PLACE WAS A VIRGINIA DEPT OF
 FY1793'TRANSPORTATION DISK STAMPED-- 55 0037.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1923 ***********************************************************************
 GW1923  DESIGNATION -  B 474
 GW1923  PID         -  GW1923
 GW1923  STATE/COUNTY-  VA/PRINCE EDWARD
 GW1923  USGS QUAD   -  GREEN BAY (1974)
 GW1923
 GW1923                         *CURRENT SURVEY CONTROL
 GW1923  ___________________________________________________________________
 GW1923* NAD 83(1986)-  37 08 33.     (N)    078 18 03.     (W)     SCALED    
 GW1923* NAVD 88     -       176.286  (meters)     578.37   (feet)  ADJUSTED  
 GW1923  ___________________________________________________________________
 GW1923  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW1923  DYNAMIC HT  -         176.158 (meters)     577.95  (feet)  COMP
 GW1923  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 GW1923
 GW1923  VERT ORDER  -  FIRST     CLASS II
 GW1923
 GW1923.The horizontal coordinates were scaled from a topographic map and have
 GW1923.an estimated accuracy of +/- 6 seconds.
 GW1923
 GW1923.The orthometric height was determined by differential leveling
 GW1923.and adjusted by the National Geodetic Survey in June 1991..
 GW1923
 GW1923.The geoid height was determined by GEOID03.
 GW1923
 GW1923.The dynamic height is computed by dividing the NAVD 88
 GW1923.geopotential number by the normal gravity value computed on the
 GW1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1923.degrees latitude (g = 980.6199 gals.).
 GW1923
 GW1923.The modeled gravity was interpolated from observed gravity values.
 GW1923
 GW1923;                    North         East    Units  Estimated Accuracy
 GW1923;SPC VA S     - 1,089,820.    3,517,690.      MT  (+/- 180 meters Scaled)
 GW1923
 GW1923                          SUPERSEDED SURVEY CONTROL
 GW1923
 GW1923.No superseded survey control is available for this station.
 GW1923
 GW1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB397140(NAD 83)
 GW1923_MARKER: DB = BENCH MARK DISK
 GW1923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1923_SP_SET: STAINLESS STEEL ROD
 GW1923_STAMPING: B 474 1978
 GW1923_PROJECTION: PROJECTING 3 CENTIMETERS
 GW1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1923+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW1923_ROD/PIPE-DEPTH: 4.88 meters
 GW1923
 GW1923  HISTORY     - Date     Condition        Report By
 GW1923  HISTORY     - 1978     MONUMENTED       NGS
 GW1923  HISTORY     - 20010220 GOOD             USPSQD
 GW1923  HISTORY     - 20060125 GOOD             USPSQD
 GW1923
 GW1923                          STATION DESCRIPTION
 GW1923
 GW1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GW1923'0.9 MI NE FROM GREEN BAY.
 GW1923'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 360 FROM ITS JUNCTION
 GW1923'WITH COUNTY ROAD 696 IN GREEN BAY.  SET AT THE T JUNCTION OF COUNTRY
 GW1923'ROAD 694 AND THE HIGHWAY, 166.5 FEET SOUTHWEST OF THE EXTENDED
 GW1923'CENTERLINE OF THE ROAD, 57 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GW1923'EAST BOUND LANES OF THE HIGHWAY, 62.5 FEET NORTHWEST OF THE NORTHWEST
 GW1923'RAIL OF THE NORFOLK AND WESTERN RAILROAD, AND 65.5 FEET EAST OF THE
 GW1923'NORTHEAST END OF THE GUARD RAIL.
 GW1923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GW1923
 GW1923                          STATION RECOVERY (2001)
 GW1923
 GW1923'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW1923'RECOVERED IN GOOD CONDITION.
 GW1923
 GW1923                          STATION RECOVERY (2006)
 GW1923
 GW1923'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5911 ***********************************************************************
 GV5911  DESIGNATION -  B 475 RESET
 GV5911  PID         -  GV5911
 GV5911  STATE/COUNTY-  VA/POWHATAN
 GV5911  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV5911
 GV5911                         *CURRENT SURVEY CONTROL
 GV5911  ___________________________________________________________________
 GV5911* NAD 83(1986)-  37 30 42.     (N)    077 46 27.     (W)     SCALED    
 GV5911* NAVD 88     -       102.41   (meters)     336.0    (feet)  RESET     
 GV5911  ___________________________________________________________________
 GV5911  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV5911
 GV5911  VERT ORDER  -  THIRD
 GV5911
 GV5911.The horizontal coordinates were scaled from a topographic map and have
 GV5911.an estimated accuracy of +/- 6 seconds.
 GV5911
 GV5911.The orthometric height was computed from unverified reset data.
 GV5911.No vertical observational check was made to the station.
 GV5911
 GV5911.The geoid height was determined by GEOID03.
 GV5911
 GV5911;                    North         East    Units  Estimated Accuracy
 GV5911;SPC VA S     - 1,131,010.    3,564,170.      MT  (+/- 180 meters Scaled)
 GV5911
 GV5911                          SUPERSEDED SURVEY CONTROL
 GV5911
 GV5911.No superseded survey control is available for this station.
 GV5911
 GV5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG548552(NAD 83)
 GV5911_MARKER: DB = BENCH MARK DISK
 GV5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5911_SP_SET: CONCRETE POST
 GV5911_STAMPING: B 475 RESET 1985
 GV5911_MARK LOGO: NGS   
 GV5911_PROJECTION: RECESSED 10 CENTIMETERS
 GV5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5911+STABILITY: SURFACE MOTION
 GV5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5911+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 GV5911
 GV5911  HISTORY     - Date     Condition        Report By
 GV5911  HISTORY     - 1985     MONUMENTED       NGS
 GV5911  HISTORY     - 20041001 GOOD             USPSQD
 GV5911
 GV5911                          STATION DESCRIPTION
 GV5911
 GV5911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GV5911'14.5 KM (9.00 MI) WEST FROM RICHMOND.
 GV5911'10.72 KM (6.65 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 GV5911'STATE ROUTE 147 IN THE SOUTHWEST PART OF RICHMOND TO THE HENRICO
 GV5911'POWHATAN COUNTY LINE, CONTINUE WEST ON U.S. 60 FOR 3.8 KM (2.35 MI)
 GV5911'TO THE INTERSECTION WITH COUNTY ROUTE 675, PAGE RD WHICH LEADS NORTH
 GV5911'AND COUNTY ROUTE 676, URBINE RD WHICH LEADS SOUTH, AND THE MARK IN
 GV5911'THE MEDIAN, 7.9 M (25.9 FT) SOUTH OF THE CENTERLINE OF THE WEST-BOUND
 GV5911'LANE OF U.S. 60, 17.65 M (57.9 FT) NORTH OF THE CENTERLINE OF THE
 GV5911'EAST BOUND LANE OF U.S. 60 AND 19.0 M (62.3 FT) WEST OF THE CENTER OF
 GV5911'THE MEDIAN CROSSING.
 GV5911'THE MARK IS 0.35 METERS  E FROM  A WITNESS POST
 GV5911'THE MARK IS 0.3 M BELOW HIGHWAY.
 GV5911
 GV5911                          STATION RECOVERY (2004)
 GV5911
 GV5911'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1937 ***********************************************************************
 GW1937  DESIGNATION -  B 476
 GW1937  PID         -  GW1937
 GW1937  STATE/COUNTY-  VA/AMELIA
 GW1937  USGS QUAD   -  JETERSVILLE (1968)
 GW1937
 GW1937                         *CURRENT SURVEY CONTROL
 GW1937  ___________________________________________________________________
 GW1937* NAD 83(1986)-  37 18 27.     (N)    078 04 36.     (W)     SCALED    
 GW1937* NAVD 88     -       123.557  (meters)     405.37   (feet)  ADJUSTED  
 GW1937  ___________________________________________________________________
 GW1937  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW1937  DYNAMIC HT  -         123.470 (meters)     405.08  (feet)  COMP
 GW1937  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 GW1937
 GW1937  VERT ORDER  -  FIRST     CLASS II
 GW1937
 GW1937.The horizontal coordinates were scaled from a topographic map and have
 GW1937.an estimated accuracy of +/- 6 seconds.
 GW1937
 GW1937.The orthometric height was determined by differential leveling
 GW1937.and adjusted by the National Geodetic Survey in June 1991..
 GW1937
 GW1937.The geoid height was determined by GEOID03.
 GW1937
 GW1937.The dynamic height is computed by dividing the NAVD 88
 GW1937.geopotential number by the normal gravity value computed on the
 GW1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1937.degrees latitude (g = 980.6199 gals.).
 GW1937
 GW1937.The modeled gravity was interpolated from observed gravity values.
 GW1937
 GW1937;                    North         East    Units  Estimated Accuracy
 GW1937;SPC VA S     - 1,108,190.    3,537,530.      MT  (+/- 180 meters Scaled)
 GW1937
 GW1937                          SUPERSEDED SURVEY CONTROL
 GW1937
 GW1937.No superseded survey control is available for this station.
 GW1937
 GW1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB590329(NAD 83)
 GW1937_MARKER: DB = BENCH MARK DISK
 GW1937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1937_SP_SET: STAINLESS STEEL ROD
 GW1937_STAMPING: B 476 1979
 GW1937_PROJECTION: FLUSH
 GW1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1937+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW1937_ROD/PIPE-DEPTH: 4.57 meters
 GW1937
 GW1937  HISTORY     - Date     Condition        Report By
 GW1937  HISTORY     - 1979     MONUMENTED       NGS
 GW1937  HISTORY     - 19950124 GOOD             USPSQD
 GW1937  HISTORY     - 20000304 GOOD             USPSQD
 GW1937  HISTORY     - 20041027 GOOD             USPSQD
 GW1937
 GW1937                          STATION DESCRIPTION
 GW1937
 GW1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1937'5.9 MI SW FROM AMELIA COURT HOUSE.
 GW1937'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 360 FROM ITS
 GW1937'JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT HOUSE, AND THENCE
 GW1937'ABOUT 5.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 360 TO THE SITE OF THE
 GW1937'MARK, 184 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF A HIGHWAY
 GW1937'CROSSOVER, 233 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF A DRIVE
 GW1937'LEADING NORTH TO A HOUSE, 43 FEET NORTHWEST OF THE CENTERLINE OF THE
 GW1937'WEST BOUND LANES OF THE HIGHWAY, 3 FEET NORTHEAST OF POWER POLE
 GW1937'NUMBER DL 42, AND 22.5 FEET NORTH OF THE SOUTHWEST END OF A METAL
 GW1937'GUARD RAIL.
 GW1937'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 GW1937'THE MARK IS 5 FT BELOW THE HIGHWAY.
 GW1937
 GW1937                          STATION RECOVERY (1995)
 GW1937
 GW1937'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1937'RECOVERED IN GOOD CONDITION.
 GW1937
 GW1937                          STATION RECOVERY (2000)
 GW1937
 GW1937'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW1937'RECOVERED IN GOOD CONDITION.
 GW1937
 GW1937                          STATION RECOVERY (2004)
 GW1937
 GW1937'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0899 ***********************************************************************
 GV0899  DESIGNATION -  B 48
 GV0899  PID         -  GV0899
 GV0899  STATE/COUNTY-  VA/ESSEX
 GV0899  USGS QUAD   -  DUNNSVILLE (1985)
 GV0899
 GV0899                         *CURRENT SURVEY CONTROL
 GV0899  ___________________________________________________________________
 GV0899* NAD 83(1986)-  37 49 18.     (N)    076 48 02.     (W)     SCALED    
 GV0899* NAVD 88     -        34.270  (meters)     112.43   (feet)  ADJUSTED  
 GV0899  ___________________________________________________________________
 GV0899  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV0899  DYNAMIC HT  -          34.247 (meters)     112.36  (feet)  COMP
 GV0899  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 GV0899
 GV0899  VERT ORDER  -  SECOND    CLASS 0
 GV0899
 GV0899.The horizontal coordinates were scaled from a topographic map and have
 GV0899.an estimated accuracy of +/- 6 seconds.
 GV0899
 GV0899.The orthometric height was determined by differential leveling
 GV0899.and adjusted by the National Geodetic Survey in June 1991..
 GV0899
 GV0899.The geoid height was determined by GEOID03.
 GV0899
 GV0899.The dynamic height is computed by dividing the NAVD 88
 GV0899.geopotential number by the normal gravity value computed on the
 GV0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0899.degrees latitude (g = 980.6199 gals.).
 GV0899
 GV0899.The modeled gravity was interpolated from observed gravity values.
 GV0899
 GV0899;                    North         East    Units  Estimated Accuracy
 GV0899;SPC VA S     - 1,166,520.    3,649,620.      MT  (+/- 180 meters Scaled)
 GV0899
 GV0899                          SUPERSEDED SURVEY CONTROL
 GV0899
 GV0899  NGVD 29 (??/??/??)   34.594  (m)          113.50   (f) ADJUSTED    2 0
 GV0899
 GV0899.Superseded values are not recommended for survey control.
 GV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0899.See file dsdata.txt to determine how the superseded data were derived.
 GV0899
 GV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415875(NAD 83)
 GV0899_MARKER: DB = BENCH MARK DISK
 GV0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0899_STAMPING: 113.497 B 48 1934
 GV0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0899+STABILITY: SURFACE MOTION
 GV0899
 GV0899  HISTORY     - Date     Condition        Report By
 GV0899  HISTORY     - 1934     MONUMENTED       CGS
 GV0899  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV0899  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0899  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0899
 GV0899                          STATION DESCRIPTION
 GV0899
 GV0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV0899'1.7 MI NW FROM CENTER CROSS.
 GV0899'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 GV0899'STATE HIGHWAY 199 AT CENTER CROSS, ESSEX COUNTY, DIRECTLY ACROSS
 GV0899'THE HIGHWAY FROM A SMALL CEMETERY, NEAR THE JUNCTION OF A DIRT
 GV0899'ROAD LEADING NORTHEAST, 33 FEET WEST OF THE CENTER LINE OF THE
 GV0899'HIGHWAY, AND 2.5 FEET NORTH OF POWER-TRANSMISSION LINE POLE 85.
 GV0899'A STANDARD DISK, STAMPED 113.497 B 48 1934 AND SET IN THE TOP
 GV0899'OF A CONCRETE POST.
 GV0899
 GV0899                          STATION RECOVERY (1999)
 GV0899
 GV0899'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0899'MARK NOT FOUND.
 GV0899
 GV0899                          STATION RECOVERY (2004)
 GV0899
 GV0899'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0900 ***********************************************************************
 GV0900  DESIGNATION -  B 48 RESET 1958
 GV0900  PID         -  GV0900
 GV0900  STATE/COUNTY-  VA/ESSEX
 GV0900  USGS QUAD   -  DUNNSVILLE (1985)
 GV0900
 GV0900                         *CURRENT SURVEY CONTROL
 GV0900  ___________________________________________________________________
 GV0900* NAD 83(1986)-  37 49 18.     (N)    076 48 02.     (W)     SCALED    
 GV0900* NAVD 88     -        34.11   (meters)     111.9    (feet)  RESET     
 GV0900  ___________________________________________________________________
 GV0900  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV0900
 GV0900  VERT ORDER  -  THIRD
 GV0900
 GV0900.The horizontal coordinates were scaled from a topographic map and have
 GV0900.an estimated accuracy of +/- 6 seconds.
 GV0900
 GV0900.The orthometric height was computed from unverified reset data.
 GV0900.No vertical observational check was made to the station.
 GV0900
 GV0900.The geoid height was determined by GEOID03.
 GV0900
 GV0900;                    North         East    Units  Estimated Accuracy
 GV0900;SPC VA S     - 1,166,520.    3,649,620.      MT  (+/- 180 meters Scaled)
 GV0900
 GV0900                          SUPERSEDED SURVEY CONTROL
 GV0900
 GV0900  NGVD 29 (??/??/??)   34.43   (m)          113.0    (f) RESET       3  
 GV0900
 GV0900.Superseded values are not recommended for survey control.
 GV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0900.See file dsdata.txt to determine how the superseded data were derived.
 GV0900
 GV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415875(NAD 83)
 GV0900_MARKER: DB = BENCH MARK DISK
 GV0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0900_STAMPING: B 48 RESET 1958
 GV0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0900+STABILITY: SURFACE MOTION
 GV0900
 GV0900  HISTORY     - Date     Condition        Report By
 GV0900  HISTORY     - 1958     MONUMENTED       VADH
 GV0900  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0900  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0900  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0900  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0900
 GV0900                          STATION DESCRIPTION
 GV0900
 GV0900'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1958
 GV0900'1.7 MI NW FROM CENTER CROSS.
 GV0900'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 GV0900'STATE HIGHWAY 684 (OLD 199), AT CENTER CROSS, DIRECTLY ACROSS THE
 GV0900'HIGHWAY FROM A SMALL CEMETERY NEAR THE JUNCTION OF A DIRT ROAD
 GV0900'LEADING NORTHEAST, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GV0900'22 FEET WEST OF POWER LINE POLE NO. 85, AND SET IN THE TOP OF
 GV0900'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0900
 GV0900                          STATION RECOVERY (1971)
 GV0900
 GV0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0900'MARK NOT FOUND.
 GV0900
 GV0900                          STATION RECOVERY (1978)
 GV0900
 GV0900'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0900'MARK NOT FOUND.
 GV0900
 GV0900                          STATION RECOVERY (1999)
 GV0900
 GV0900'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0900'MARK NOT FOUND.
 GV0900
 GV0900                          STATION RECOVERY (2004)
 GV0900
 GV0900'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1422 ***********************************************************************
 GV1422  DESIGNATION -  B 49
 GV1422  PID         -  GV1422
 GV1422  STATE/COUNTY-  VA/NEW KENT
 GV1422  USGS QUAD   -  QUINTON (1987)
 GV1422
 GV1422                         *CURRENT SURVEY CONTROL
 GV1422  ___________________________________________________________________
 GV1422* NAD 83(1986)-  37 32 31.     (N)    077 09 59.     (W)     SCALED    
 GV1422* NAVD 88     -        39.220  (meters)     128.67   (feet)  ADJUSTED  
 GV1422  ___________________________________________________________________
 GV1422  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 GV1422  DYNAMIC HT  -          39.194 (meters)     128.59  (feet)  COMP
 GV1422  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 GV1422
 GV1422  VERT ORDER  -  SECOND    CLASS 0
 GV1422
 GV1422.The horizontal coordinates were scaled from a topographic map and have
 GV1422.an estimated accuracy of +/- 6 seconds.
 GV1422
 GV1422.The orthometric height was determined by differential leveling
 GV1422.and adjusted by the National Geodetic Survey in June 1991..
 GV1422
 GV1422.The geoid height was determined by GEOID03.
 GV1422
 GV1422.The dynamic height is computed by dividing the NAVD 88
 GV1422.geopotential number by the normal gravity value computed on the
 GV1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1422.degrees latitude (g = 980.6199 gals.).
 GV1422
 GV1422.The modeled gravity was interpolated from observed gravity values.
 GV1422
 GV1422;                    North         East    Units  Estimated Accuracy
 GV1422;SPC VA S     - 1,134,960.    3,617,850.      MT  (+/- 180 meters Scaled)
 GV1422
 GV1422                          SUPERSEDED SURVEY CONTROL
 GV1422
 GV1422  NGVD 29 (??/??/??)   39.536  (m)          129.71   (f) ADJUSTED    2 0
 GV1422
 GV1422.Superseded values are not recommended for survey control.
 GV1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1422.See file dsdata.txt to determine how the superseded data were derived.
 GV1422
 GV1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG086572(NAD 83)
 GV1422_MARKER: DB = BENCH MARK DISK
 GV1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1422_STAMPING: 129.711 B 49 1934
 GV1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1422+STABILITY: SURFACE MOTION
 GV1422
 GV1422  HISTORY     - Date     Condition        Report By
 GV1422  HISTORY     - 1934     MONUMENTED       CGS
 GV1422  HISTORY     - 1963     GOOD             CGS
 GV1422  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1422  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1422  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1422  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1422
 GV1422                          STATION DESCRIPTION
 GV1422
 GV1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1422'AT QUINTON.
 GV1422'AT QUINTON, NEW KENT COUNTY, ON THE SOUTHERN RAILWAY, 29 FEET
 GV1422'NORTH OF THE NORTH FACE OF THE STATION, 29.5 FEET EAST OF THE
 GV1422'SOUTHEAST CORNER OF AN OLD WAREHOUSE, NEAR THE CROSSING OF
 GV1422'SECONDARY STATE HIGHWAY 613, 139 FEET EAST-NORTHEAST OF THE
 GV1422'CENTER LINE OF THE ROAD, 69 FEET NORTH OF THE NORTH RAIL OF THE
 GV1422'MAIN TRACK, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 GV1422'ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED 129.711
 GV1422'B 49 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 GV1422'ABOVE GROUND.  NOTE-- THE STATION AND THE WAREHOUSE ARE GONE AND THE
 GV1422'ROAD IS NOW SECONDARY STATE HIGHWAY 611.  A STEEL WITNESS POST
 GV1422'WAS SET 0.5 FOOT NORTHWEST OF MARK.
 GV1422
 GV1422                          STATION RECOVERY (1996)
 GV1422
 GV1422'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1422'MARK NOT FOUND.
 GV1422
 GV1422                          STATION RECOVERY (2000)
 GV1422
 GV1422'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1422'MARK NOT FOUND.
 GV1422
 GV1422                          STATION RECOVERY (2001)
 GV1422
 GV1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1422
 GV1422                          STATION RECOVERY (2005)
 GV1422
 GV1422'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7920 ***********************************************************************
 HV7920  DESIGNATION -  B 493
 HV7920  PID         -  HV7920
 HV7920  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7920  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV7920
 HV7920                         *CURRENT SURVEY CONTROL
 HV7920  ___________________________________________________________________
 HV7920* NAD 83(1986)-  38 14 20.     (N)    077 29 59.     (W)     SCALED    
 HV7920* NAVD 88     -        48.609  (meters)     159.48   (feet)  ADJUSTED  
 HV7920  ___________________________________________________________________
 HV7920  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV7920  DYNAMIC HT  -          48.579 (meters)     159.38  (feet)  COMP
 HV7920  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 HV7920
 HV7920  VERT ORDER  -  FIRST     CLASS I
 HV7920
 HV7920.The horizontal coordinates were scaled from a topographic map and have
 HV7920.an estimated accuracy of +/- 6 seconds.
 HV7920
 HV7920.The orthometric height was determined by differential leveling
 HV7920.and adjusted by the National Geodetic Survey in June 1991..
 HV7920
 HV7920.The geoid height was determined by GEOID03.
 HV7920
 HV7920.The dynamic height is computed by dividing the NAVD 88
 HV7920.geopotential number by the normal gravity value computed on the
 HV7920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7920.degrees latitude (g = 980.6199 gals.).
 HV7920
 HV7920.The modeled gravity was interpolated from observed gravity values.
 HV7920
 HV7920;                    North         East    Units  Estimated Accuracy
 HV7920;SPC VA N     - 2,063,990.    3,587,570.      MT  (+/- 180 meters Scaled)
 HV7920
 HV7920                          SUPERSEDED SURVEY CONTROL
 HV7920
 HV7920  NGVD 29 (??/??/??)   48.857  (m)          160.29   (f) ADJUSTED    1 1
 HV7920
 HV7920.Superseded values are not recommended for survey control.
 HV7920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7920.See file dsdata.txt to determine how the superseded data were derived.
 HV7920
 HV7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH812352(NAD 83)
 HV7920_MARKER: I = METAL ROD
 HV7920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7920_STAMPING: B 493 1981
 HV7920_MARK LOGO: NGS   
 HV7920_PROJECTION: FLUSH
 HV7920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7920_ROD/PIPE-DEPTH: 4.88 meters
 HV7920
 HV7920  HISTORY     - Date     Condition        Report By
 HV7920  HISTORY     - 1981     MONUMENTED       NGS
 HV7920  HISTORY     - 1983     GOOD             NGS
 HV7920  HISTORY     - 19910827 MARK NOT FOUND   NGS
 HV7920  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 HV7920
 HV7920                          STATION DESCRIPTION
 HV7920
 HV7920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7920'1.9 KM (1.2 MI) SE FROM FOUR MILE FORK.
 HV7920'1.9 KM (1.2 MI) SOUTHEAST ALONG U.S. 1 FROM THE INTERSECTION
 HV7920'OF U.S. ALT 1, U.S. 1, AND STATE HIGHWAY 208, IN FOUR MILE FORK,
 HV7920'IN THE MEDIAN OF U.S. HIGHWAY 1 UNDER THE SOUTHWEST SIDE OF
 HV7920'I-95 SOUTHBOUND LANES, 5.9 M. (19.5 FT.) SOUTHEAST OF THE
 HV7920'CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES, 6.4 M. (21.0 FT.)
 HV7920'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES,
 HV7920'2.3 M. (7.5 FT.) SOUTHWEST OF THE MOST SOUTHERLY ONE
 HV7920'OF THREE CONCRETE PILLARS SUPPORTING I-95 SOUTHBOUND LANES.
 HV7920'DATUM POINT IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 HV7920'THROUGH A 13-CM. LOGO CAP.
 HV7920'A STAINLESS STEEL ROD SET TO THE DEPTH OF 2.7 METERS
 HV7920'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 HV7920'THE MARK IS 1.2 FT  NE FROM A WITNESS POST.
 HV7920'THE MARK IS 0.4 FT ABOVE GROUND.
 HV7920
 HV7920                          STATION RECOVERY (1983)
 HV7920
 HV7920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7920'RECOVERED IN GOOD CONDITION.
 HV7920
 HV7920                          STATION RECOVERY (1991)
 HV7920
 HV7920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7920'THIS MARK WAS NOT FOUND.  LOCATION IS NOW AN INTERSTATE HIGHWAY
 HV7920'OVERPASS.
 HV7920
 HV7920                          STATION RECOVERY (1998)
 HV7920
 HV7920'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9051 ***********************************************************************
 HV9051  DESIGNATION -  B 493 RESET
 HV9051  PID         -  HV9051
 HV9051  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV9051  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV9051
 HV9051                         *CURRENT SURVEY CONTROL
 HV9051  ___________________________________________________________________
 HV9051* NAD 83(1986)-  38 14 05.     (N)    077 30 09.     (W)     SCALED    
 HV9051* NAVD 88     -        41.606  (meters)     136.50   (feet)  ADJUSTED  
 HV9051  ___________________________________________________________________
 HV9051  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV9051  DYNAMIC HT  -          41.580 (meters)     136.42  (feet)  COMP
 HV9051  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 HV9051
 HV9051  VERT ORDER  -  FIRST     CLASS II
 HV9051
 HV9051.The horizontal coordinates were scaled from a topographic map and have
 HV9051.an estimated accuracy of +/- 6 seconds.
 HV9051
 HV9051.The orthometric height was determined by differential leveling
 HV9051.and adjusted by the National Geodetic Survey in November 1999..
 HV9051
 HV9051.The geoid height was determined by GEOID03.
 HV9051
 HV9051.The dynamic height is computed by dividing the NAVD 88
 HV9051.geopotential number by the normal gravity value computed on the
 HV9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9051.degrees latitude (g = 980.6199 gals.).
 HV9051
 HV9051.The modeled gravity was interpolated from observed gravity values.
 HV9051
 HV9051;                    North         East    Units  Estimated Accuracy
 HV9051;SPC VA N     - 2,063,530.    3,587,330.      MT  (+/- 180 meters Scaled)
 HV9051
 HV9051                          SUPERSEDED SURVEY CONTROL
 HV9051
 HV9051.No superseded survey control is available for this station.
 HV9051
 HV9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH809348(NAD 83)
 HV9051_MARKER: DV = VERTICAL CONTROL DISK
 HV9051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV9051_SP_SET: BRIDGE HEADWALL
 HV9051_STAMPING: B 493 RESET 1985
 HV9051_MARK LOGO: NGS   
 HV9051_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9051+STABILITY: SURFACE MOTION
 HV9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9051+SATELLITE: SATELLITE OBSERVATIONS - 1985
 HV9051
 HV9051  HISTORY     - Date     Condition        Report By
 HV9051  HISTORY     - 1985     MONUMENTED       NGS
 HV9051
 HV9051                          STATION DESCRIPTION
 HV9051
 HV9051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HV9051'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV9051'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV9051'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV9051'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV9051'HIGHWAY 17 NORTH FOR 6.0 MI (9.7 KM) TO THE JUNCTION OF US HIGHWAY 1.
 HV9051'TURN RIGHT AND GO NORTH ON US HIGHWAY 1 FOR 0.4 MI (0.6 KM) TO THE
 HV9051'MARK ON THE LEFT AND A KENTUCKY FRIED CHICKEN PLACE ON THE RIGHT.
 HV9051'THE MARK IS ON THE WEST SIDE OF THE SOUTHBOUND LANE OF US HWY 1 SET
 HV9051'IN THE SOUTH HEADWALL OF THE BRIDGE ACROSS MASSAPONAX CREEK LEVEL
 HV9051'WITH THE ROADWAY.  0.9 FT (0.3 M) NORTH OF THE SOUTH END OF THE
 HV9051'HEADWALL OF THE BRIDGE 5.3 FT (1.6 M) WEST OF THE GUARDRAIL FOR THE
 HV9051'SOUTHBOUND LANE OF US HWY 1 14 FT (4.3 M) WEST OF THE WEST EDGE OF
 HV9051'THE SOUTHBOUND LANE OF US HWY 1 14 FT (4.3 M) NORTH OF A SIGN
 HV9051'INSCRIBED -SPOTSYLVANIA COUNTY VISITORS CENTER-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1981 ***********************************************************************
 GW1981  DESIGNATION -  B 494
 GW1981  PID         -  GW1981
 GW1981  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW1981  USGS QUAD   -  LYNCHBURG (1984)
 GW1981
 GW1981                         *CURRENT SURVEY CONTROL
 GW1981  ___________________________________________________________________
 GW1981* NAD 83(1986)-  37 24 27.     (N)    079 09 51.     (W)     SCALED    
 GW1981* NAVD 88     -       237.415  (meters)     778.92   (feet)  ADJUSTED  
 GW1981  ___________________________________________________________________
 GW1981  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW1981  DYNAMIC HT  -         237.239 (meters)     778.34  (feet)  COMP
 GW1981  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 GW1981
 GW1981  VERT ORDER  -  FIRST     CLASS II
 GW1981
 GW1981.The horizontal coordinates were scaled from a topographic map and have
 GW1981.an estimated accuracy of +/- 6 seconds.
 GW1981
 GW1981.The orthometric height was determined by differential leveling
 GW1981.and adjusted by the National Geodetic Survey in June 1991..
 GW1981
 GW1981.The geoid height was determined by GEOID03.
 GW1981
 GW1981.The dynamic height is computed by dividing the NAVD 88
 GW1981.geopotential number by the normal gravity value computed on the
 GW1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1981.degrees latitude (g = 980.6199 gals.).
 GW1981
 GW1981.The modeled gravity was interpolated from observed gravity values.
 GW1981
 GW1981;                    North         East    Units  Estimated Accuracy
 GW1981;SPC VA S     - 1,119,410.    3,441,200.      MT  (+/- 180 meters Scaled)
 GW1981
 GW1981                          SUPERSEDED SURVEY CONTROL
 GW1981
 GW1981.No superseded survey control is available for this station.
 GW1981
 GW1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB624416(NAD 83)
 GW1981_MARKER: I = METAL ROD
 GW1981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW1981_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW1981_STAMPING: B 494 1983
 GW1981_MARK LOGO: NGS   
 GW1981_PROJECTION: FLUSH
 GW1981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1981+STABILITY: POSITION/ELEVATION WELL
 GW1981_ROD/PIPE-DEPTH: 9.2  meters
 GW1981_SLEEVE-DEPTH  : 6.1 meters
 GW1981
 GW1981  HISTORY     - Date     Condition        Report By
 GW1981  HISTORY     - 1983     MONUMENTED       NGS
 GW1981  HISTORY     - 1983     GOOD             NGS
 GW1981  HISTORY     - 1984     GOOD             NGS
 GW1981  HISTORY     - 1990     GOOD             USPSQD
 GW1981
 GW1981                          STATION DESCRIPTION
 GW1981
 GW1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1981'IN LYNCHBURG.
 GW1981'IN LYNCHBURG, AT THE JUNCTION OF MEMORIAL AVENUE AND LANGHORNE ROAD,
 GW1981'ON PROPERTY OF THE E.C. GLASS HIGH SCHOOL, DIRECTLY BEHIND AND
 GW1981'CENTERED BY A 7-FOOT BY 15-FOOT BRICK SIGN FOR THE SCHOOL,
 GW1981'37.80 METERS (124.0 FT) WEST OF THE WEST CURB OF MEMORIAL AVENUE,
 GW1981'4.14 METERS (135.0 FT) SOUTH OF THE SOUTH CURB OF LANGHORNE ROAD,
 GW1981'1.12 METERS (3.7 FT) WEST OF THE WEST FACE OF THE SCHOOL SIGN,
 GW1981'2.60 METERS (8.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 GW1981'SIGN.
 GW1981'THE MARK IS 1.5 M ABOVE MEMORIAL AVENUE.
 GW1981
 GW1981                          STATION RECOVERY (1983)
 GW1981
 GW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1981'RECOVERED IN GOOD CONDITION.
 GW1981
 GW1981                          STATION RECOVERY (1984)
 GW1981
 GW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1981'RECOVERED IN GOOD CONDITION.
 GW1981
 GW1981                          STATION RECOVERY (1990)
 GW1981
 GW1981'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GW1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3569 ***********************************************************************
 GV3569  DESIGNATION -  B 495
 GV3569  PID         -  GV3569
 GV3569  STATE/COUNTY-  VA/C OF RICHMOND
 GV3569  USGS QUAD   -  RICHMOND (1994)
 GV3569
 GV3569                         *CURRENT SURVEY CONTROL
 GV3569  ___________________________________________________________________
 GV3569* NAD 83(1986)-  37 33 28.     (N)    077 28 03.     (W)     SCALED    
 GV3569* NAVD 88     -        65.650  (meters)     215.39   (feet)  ADJUSTED  
 GV3569  ___________________________________________________________________
 GV3569  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV3569  DYNAMIC HT  -          65.605 (meters)     215.24  (feet)  COMP
 GV3569  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 GV3569
 GV3569  VERT ORDER  -  FIRST     CLASS II
 GV3569
 GV3569.The horizontal coordinates were scaled from a topographic map and have
 GV3569.an estimated accuracy of +/- 6 seconds.
 GV3569
 GV3569.The orthometric height was determined by differential leveling
 GV3569.and adjusted by the National Geodetic Survey in June 1991..
 GV3569
 GV3569.The geoid height was determined by GEOID03.
 GV3569
 GV3569.The dynamic height is computed by dividing the NAVD 88
 GV3569.geopotential number by the normal gravity value computed on the
 GV3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3569.degrees latitude (g = 980.6199 gals.).
 GV3569
 GV3569.The modeled gravity was interpolated from observed gravity values.
 GV3569
 GV3569;                    North         East    Units  Estimated Accuracy
 GV3569;SPC VA S     - 1,136,380.    3,591,220.      MT  (+/- 180 meters Scaled)
 GV3569
 GV3569                          SUPERSEDED SURVEY CONTROL
 GV3569
 GV3569.No superseded survey control is available for this station.
 GV3569
 GV3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG820596(NAD 83)
 GV3569_MARKER: I = METAL ROD
 GV3569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3569_SP_SET: STAINLESS STEEL ROD
 GV3569_STAMPING: B 495 1983
 GV3569_MARK LOGO: NGS   
 GV3569_PROJECTION: FLUSH
 GV3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3569+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3569_ROD/PIPE-DEPTH: 6.1  meters
 GV3569
 GV3569  HISTORY     - Date     Condition        Report By
 GV3569  HISTORY     - 1983     MONUMENTED       NGS
 GV3569  HISTORY     - 19950507 GOOD             USPSQD
 GV3569  HISTORY     - 20000307 GOOD             USPSQD
 GV3569  HISTORY     - 20040303 GOOD             USPSQD
 GV3569  HISTORY     - 20060313 GOOD             USPSQD
 GV3569
 GV3569                          STATION DESCRIPTION
 GV3569
 GV3569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3569'IN RICHMOND.
 GV3569'IN RICHMOND, 1.6 KM (1.0 MI) SOUTHEAST ALONG MONUMENT AVENUE FROM THE
 GV3569'NORTHWEST END OF THE MONUMENT AVENUE BRIDGE OVER I-195 TO THE MARK ON
 GV3569'THE LEFT, IN THE CENTER OF THE GRASSY MEDIAN OF THE AVENUE, AT THE
 GV3569'NORTHWEST CORNER OF THE GRANITE BASE OF A CANNON, DIRECTLY ACROSS THE
 GV3569'SOUTHEASTBOUND LANE OF MONUMENT AVENUE FROM HOUSE 2319, 10.82 METERS
 GV3569'(35.5 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANE OF
 GV3569'THE AVENUE, 12.34 METERS (40.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GV3569'NORTHWESTBOUND LANE OF THE AVENUE, 0.18 METER (0.6 FT) WEST OF THE
 GV3569'WEST CORNER OF THE BASE OF THE CANNON.
 GV3569'THE MARK IS 0.3 M ABOVE AVENUE.
 GV3569
 GV3569                          STATION RECOVERY (1995)
 GV3569
 GV3569'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3569'RECOVERED IN GOOD CONDITION.
 GV3569
 GV3569                          STATION RECOVERY (2000)
 GV3569
 GV3569'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3569'RECOVERED IN GOOD CONDITION.
 GV3569
 GV3569                          STATION RECOVERY (2004)
 GV3569
 GV3569'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3569'RECOVERED IN GOOD CONDITION.
 GV3569
 GV3569                          STATION RECOVERY (2006)
 GV3569
 GV3569'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2082 ***********************************************************************
 GW2082  DESIGNATION -  B 496
 GW2082  PID         -  GW2082
 GW2082  STATE/COUNTY-  VA/AMHERST
 GW2082  USGS QUAD   -  LYNCHBURG (1984)
 GW2082
 GW2082                         *CURRENT SURVEY CONTROL
 GW2082  ___________________________________________________________________
 GW2082* NAD 83(1986)-  37 25 03.     (N)    079 07 35.     (W)     SCALED    
 GW2082* NAVD 88     -       206.647  (meters)     677.97   (feet)  ADJUSTED  
 GW2082  ___________________________________________________________________
 GW2082  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2082  DYNAMIC HT  -         206.493 (meters)     677.47  (feet)  COMP
 GW2082  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 GW2082
 GW2082  VERT ORDER  -  FIRST     CLASS II
 GW2082
 GW2082.The horizontal coordinates were scaled from a topographic map and have
 GW2082.an estimated accuracy of +/- 6 seconds.
 GW2082
 GW2082.The orthometric height was determined by differential leveling
 GW2082.and adjusted by the National Geodetic Survey in June 1991..
 GW2082
 GW2082.The geoid height was determined by GEOID03.
 GW2082
 GW2082.The dynamic height is computed by dividing the NAVD 88
 GW2082.geopotential number by the normal gravity value computed on the
 GW2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2082.degrees latitude (g = 980.6199 gals.).
 GW2082
 GW2082.The modeled gravity was interpolated from observed gravity values.
 GW2082
 GW2082;                    North         East    Units  Estimated Accuracy
 GW2082;SPC VA S     - 1,120,500.    3,444,550.      MT  (+/- 180 meters Scaled)
 GW2082
 GW2082                          SUPERSEDED SURVEY CONTROL
 GW2082
 GW2082.No superseded survey control is available for this station.
 GW2082
 GW2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB657428(NAD 83)
 GW2082_MARKER: I = METAL ROD
 GW2082_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GW2082+WITH SETTING: INFORMATION.
 GW2082_SP_SET: SHALLOW SET METAL ROD
 GW2082_STAMPING: B 496 1983
 GW2082_MARK LOGO: NGS   
 GW2082_PROJECTION: FLUSH
 GW2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2082_ROD/PIPE-DEPTH: 3.00 meters
 GW2082
 GW2082  HISTORY     - Date     Condition        Report By
 GW2082  HISTORY     - 1983     MONUMENTED       NGS
 GW2082
 GW2082                          STATION DESCRIPTION
 GW2082
 GW2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2082'1.0 KM (0.6 MI) NE FROM LYNCHBURG.
 GW2082'1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST END OF
 GW2082'THE BRIDGE OVER THE JAMES RIVER ON THE NORTHEAST SIDE OF LYNCHBURG TO
 GW2082'THE MARK ON THE RIGHT, 13.70 METERS (45.0 FT) SOUTHEAST OF THE CENTER
 GW2082'OF THE MEDIAN OF THE HIGHWAY, 4.40 METERS (14.5 FT) NORTHEAST OF THE
 GW2082'END OF A GUARDRAIL, 0.30 METER (1.0 FT) SOUTHEAST OF THE GUARDRAIL.
 GW2082'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 GW2082'AND ANCHORED AT 3.0 METERS.
 GW2082'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 GW2082'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2000 ***********************************************************************
 GW2000  DESIGNATION -  B 497
 GW2000  PID         -  GW2000
 GW2000  STATE/COUNTY-  VA/GOOCHLAND
 GW2000  USGS QUAD   -  CARTERSVILLE (1979)
 GW2000
 GW2000                         *CURRENT SURVEY CONTROL
 GW2000  ___________________________________________________________________
 GW2000* NAD 83(1986)-  37 43 27.     (N)    078 00 22.     (W)     SCALED    
 GW2000* NAVD 88     -        90.229  (meters)     296.03   (feet)  ADJUSTED  
 GW2000  ___________________________________________________________________
 GW2000  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2000  DYNAMIC HT  -          90.169 (meters)     295.83  (feet)  COMP
 GW2000  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 GW2000
 GW2000  VERT ORDER  -  FIRST     CLASS II
 GW2000
 GW2000.The horizontal coordinates were scaled from a topographic map and have
 GW2000.an estimated accuracy of +/- 6 seconds.
 GW2000
 GW2000.The orthometric height was determined by differential leveling
 GW2000.and adjusted by the National Geodetic Survey in June 1991..
 GW2000
 GW2000.The geoid height was determined by GEOID03.
 GW2000
 GW2000.The dynamic height is computed by dividing the NAVD 88
 GW2000.geopotential number by the normal gravity value computed on the
 GW2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2000.degrees latitude (g = 980.6199 gals.).
 GW2000
 GW2000.The modeled gravity was interpolated from observed gravity values.
 GW2000
 GW2000;                    North         East    Units  Estimated Accuracy
 GW2000;SPC VA S     - 1,154,460.    3,543,540.      MT  (+/- 180 meters Scaled)
 GW2000
 GW2000                          SUPERSEDED SURVEY CONTROL
 GW2000
 GW2000.No superseded survey control is available for this station.
 GW2000
 GW2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB638794(NAD 83)
 GW2000_MARKER: I = METAL ROD
 GW2000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2000_SP_SET: STAINLESS STEEL ROD
 GW2000_STAMPING: B 497 1983
 GW2000_MARK LOGO: NGS   
 GW2000_PROJECTION: FLUSH
 GW2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2000+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW2000_ROD/PIPE-DEPTH: 6.1  meters
 GW2000
 GW2000  HISTORY     - Date     Condition        Report By
 GW2000  HISTORY     - 1983     MONUMENTED       NGS
 GW2000  HISTORY     - 19980225 GOOD             USPSQD
 GW2000  HISTORY     - 20060311 GOOD             USPSQD
 GW2000
 GW2000                          STATION DESCRIPTION
 GW2000
 GW2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2000'12.5 KM (7.8 MI) WNW FROM GOOCHLAND.
 GW2000'12.5 KM (7.8 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 6 FROM THE POST
 GW2000'OFFICE IN GOOCHLAND TO THE MARK ON THE RIGHT, 17.70 METERS (58.0 FT)
 GW2000'NORTH OF THE CENTERLINE OF THE HIGHWAY, 49.0 METERS (161.0 FT) WEST OF
 GW2000'A GRAVEL DRIVE LEADING TO A 2-STORY FRAME HOUSE, 0.61 METER (2.0 FT)
 GW2000'WEST OF POWER POLE Q381F8.
 GW2000'THE MARK IS 0.03 METERS  E FROM A WITNESS POST.
 GW2000'THE MARK IS 0.18 M BELOW HIGHWAY.
 GW2000
 GW2000                          STATION RECOVERY (1998)
 GW2000
 GW2000'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2000'RECOVERED IN GOOD CONDITION.
 GW2000
 GW2000                          STATION RECOVERY (2006)
 GW2000
 GW2000'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW2000'POWER POLE NUMBER IS NOW WL 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2094 ***********************************************************************
 FY2094  DESIGNATION -  B 498
 FY2094  PID         -  FY2094
 FY2094  STATE/COUNTY-  VA/C OF DANVILLE
 FY2094  USGS QUAD   -  DANVILLE (1984)
 FY2094
 FY2094                         *CURRENT SURVEY CONTROL
 FY2094  ___________________________________________________________________
 FY2094* NAD 83(1986)-  36 34 21.     (N)    079 25 04.     (W)     SCALED    
 FY2094* NAVD 88     -       182.798  (meters)     599.73   (feet)  ADJUSTED  
 FY2094  ___________________________________________________________________
 FY2094  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FY2094  DYNAMIC HT  -         182.648 (meters)     599.24  (feet)  COMP
 FY2094  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 FY2094
 FY2094  VERT ORDER  -  FIRST     CLASS II
 FY2094
 FY2094.The horizontal coordinates were scaled from a topographic map and have
 FY2094.an estimated accuracy of +/- 6 seconds.
 FY2094
 FY2094.The orthometric height was determined by differential leveling
 FY2094.and adjusted by the National Geodetic Survey in June 1991..
 FY2094
 FY2094.The geoid height was determined by GEOID03.
 FY2094
 FY2094.The dynamic height is computed by dividing the NAVD 88
 FY2094.geopotential number by the normal gravity value computed on the
 FY2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2094.degrees latitude (g = 980.6199 gals.).
 FY2094
 FY2094.The modeled gravity was interpolated from observed gravity values.
 FY2094
 FY2094;                    North         East    Units  Estimated Accuracy
 FY2094;SPC VA S     - 1,026,940.    3,417,850.      MT  (+/- 180 meters Scaled)
 FY2094
 FY2094                          SUPERSEDED SURVEY CONTROL
 FY2094
 FY2094.No superseded survey control is available for this station.
 FY2094
 FY2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA415486(NAD 83)
 FY2094_MARKER: I = METAL ROD
 FY2094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2094_SP_SET: STAINLESS STEEL ROD
 FY2094_STAMPING: B 498 1983
 FY2094_MARK LOGO: NGS   
 FY2094_PROJECTION: FLUSH
 FY2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2094_ROD/PIPE-DEPTH: 8.5  meters
 FY2094
 FY2094  HISTORY     - Date     Condition        Report By
 FY2094  HISTORY     - 1983     MONUMENTED       NGS
 FY2094
 FY2094                          STATION DESCRIPTION
 FY2094
 FY2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2094'IN DANVILLE.
 FY2094'IN DANVILLE, AT 600 WEST MAIN STREET, ON THE PROPERTY OF THE BALLOU
 FY2094'PARK BRANCH OF THE MUTUAL SAVINGS AND LOAN ASSOCIATION, IN THE
 FY2094'NORTHWEST ANGLE OF THE JUNCTION OF MAGNOLIA DRIVE, 19.51 METERS
 FY2094'(64.0 FT) NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 FY2094'STREET, 9.14 METERS (30.0 FT) WEST OF THE CENTERLINE OF THE DRIVE,
 FY2094'1.58 METERS (5.2 FT) EAST OF THE NORTHWEST CORNER OF THE CHIMNEY ON
 FY2094'THE EAST SIDE OF THE BANK.
 FY2094'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2020 ***********************************************************************
 GW2020  DESIGNATION -  B 499
 GW2020  PID         -  GW2020
 GW2020  STATE/COUNTY-  VA/FLUVANNA
 GW2020  USGS QUAD   -  SCOTTSVILLE (1974)
 GW2020
 GW2020                         *CURRENT SURVEY CONTROL
 GW2020  ___________________________________________________________________
 GW2020* NAD 83(1986)-  37 47 30.     (N)    078 26 41.     (W)     SCALED    
 GW2020* NAVD 88     -       144.362  (meters)     473.63   (feet)  ADJUSTED  
 GW2020  ___________________________________________________________________
 GW2020  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2020  DYNAMIC HT  -         144.262 (meters)     473.30  (feet)  COMP
 GW2020  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 GW2020
 GW2020  VERT ORDER  -  FIRST     CLASS II
 GW2020
 GW2020.The horizontal coordinates were scaled from a topographic map and have
 GW2020.an estimated accuracy of +/- 6 seconds.
 GW2020
 GW2020.The orthometric height was determined by differential leveling
 GW2020.and adjusted by the National Geodetic Survey in June 1991..
 GW2020
 GW2020.Photographs are available for this station.
 GW2020
 GW2020.The geoid height was determined by GEOID03.
 GW2020
 GW2020.The dynamic height is computed by dividing the NAVD 88
 GW2020.geopotential number by the normal gravity value computed on the
 GW2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2020.degrees latitude (g = 980.6199 gals.).
 GW2020
 GW2020.The modeled gravity was interpolated from observed gravity values.
 GW2020
 GW2020;                    North         East    Units  Estimated Accuracy
 GW2020;SPC VA S     - 1,161,840.    3,504,870.      MT  (+/- 180 meters Scaled)
 GW2020
 GW2020                          SUPERSEDED SURVEY CONTROL
 GW2020
 GW2020.No superseded survey control is available for this station.
 GW2020
 GW2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB249857(NAD 83)
 GW2020_MARKER: I = METAL ROD
 GW2020_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2020_SP_SET: STAINLESS STEEL ROD
 GW2020_STAMPING: B 499 1983
 GW2020_MARK LOGO: NGS   
 GW2020_PROJECTION: FLUSH
 GW2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2020+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2020_ROD/PIPE-DEPTH: 7.92 meters
 GW2020
 GW2020  HISTORY     - Date     Condition        Report By
 GW2020  HISTORY     - 1983     MONUMENTED       NGS
 GW2020  HISTORY     - 19980207 GOOD             USPSQD
 GW2020  HISTORY     - 20020918 GOOD             NGS
 GW2020  HISTORY     - 20031009 GOOD             USPSQD
 GW2020  HISTORY     - 20060209 GOOD             USPSQD
 GW2020
 GW2020                          STATION DESCRIPTION
 GW2020
 GW2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2020'5.1 KM (3.15 MI) EAST FROM SCOTTSVILLE.
 GW2020'5.1 KM (3.15 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF STATE
 GW2020'HIGHWAY 20 IN SCOTTSVILLE, TO THE MARK ON THE LEFT, 10.36 METERS
 GW2020'(34.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.60 METERS
 GW2020'(25.0 FT) SOUTH OF A 24-INCH RED OAK TREE, 0.36 METER (1.2 FT)
 GW2020'WEST-SOUTHWEST OF POWER POLE SE76.
 GW2020'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 GW2020'THE MARK IS 0.30 M BELOW HIGHWAY.
 GW2020
 GW2020                          STATION RECOVERY (1998)
 GW2020
 GW2020'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2020'RECOVERED IN GOOD CONDITION.
 GW2020
 GW2020                          STATION RECOVERY (2002)
 GW2020
 GW2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (NC)
 GW2020'RECOVERED IN GOOD CONDITION.
 GW2020
 GW2020                          STATION RECOVERY (2003)
 GW2020
 GW2020'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2020'THE GPS WE USED WAS A GARMIN WITH A 7.3FT ACCURACY SHOWED LAT.37 47
 GW2020'29.7 AND LON. 078 26 43.2
 GW2020
 GW2020                          STATION RECOVERY (2006)
 GW2020
 GW2020'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1571 ***********************************************************************
 FX1571  DESIGNATION -  B 50
 FX1571  PID         -  FX1571
 FX1571  STATE/COUNTY-  VA/BRUNSWICK
 FX1571  USGS QUAD   -  ALBERTA (1970)
 FX1571
 FX1571                         *CURRENT SURVEY CONTROL
 FX1571  ___________________________________________________________________
 FX1571* NAD 83(1986)-  36 48 55.     (N)    077 56 11.     (W)     SCALED    
 FX1571* NAVD 88     -        95.364  (meters)     312.87   (feet)  POSTED    
 FX1571  ___________________________________________________________________
 FX1571  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FX1571  DYNAMIC HT  -          95.290 (meters)     312.63  (feet)  COMP
 FX1571  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 FX1571
 FX1571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1571
 FX1571.The horizontal coordinates were scaled from a topographic map and have
 FX1571.an estimated accuracy of +/- 6 seconds.
 FX1571
 FX1571.The orthometric height was determined by differential leveling
 FX1571.and adjusted by the National Geodetic Survey in 1992..
 FX1571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1571.rate of 0.0 thru 1.0 mm/km.
 FX1571
 FX1571.The geoid height was determined by GEOID03.
 FX1571
 FX1571.The dynamic height is computed by dividing the NAVD 88
 FX1571.geopotential number by the normal gravity value computed on the
 FX1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1571.degrees latitude (g = 980.6199 gals.).
 FX1571
 FX1571.The modeled gravity was interpolated from observed gravity values.
 FX1571
 FX1571;                    North         East    Units  Estimated Accuracy
 FX1571;SPC VA S     - 1,053,630.    3,550,290.      MT  (+/- 180 meters Scaled)
 FX1571
 FX1571                          SUPERSEDED SURVEY CONTROL
 FX1571
 FX1571  NGVD 29 (??/??/92)   95.683  (m)          313.92   (f) ADJ UNCH    2 0
 FX1571
 FX1571.Superseded values are not recommended for survey control.
 FX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1571.See file dsdata.txt to determine how the superseded data were derived.
 FX1571
 FX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF380784(NAD 83)
 FX1571_MARKER: DB = BENCH MARK DISK
 FX1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1571_STAMPING: 313.920 B 50 1934
 FX1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1571+STABILITY: SURFACE MOTION
 FX1571
 FX1571  HISTORY     - Date     Condition        Report By
 FX1571  HISTORY     - 1934     MONUMENTED       CGS
 FX1571  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1571  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1571
 FX1571                          STATION DESCRIPTION
 FX1571
 FX1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FX1571'2 MI SW FROM COCHRAN.
 FX1571'2.0 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1571'THE STATION AT COCHRAN, BRUNSWICK COUNTY, 275 YARDS NORTHEAST
 FX1571'OF MILEPOST 66, 140 YARDS SOUTHWEST OF AN OVERHEAD ROAD CROSSING,
 FX1571'27 FEET SOUTHEAST OF THESOUTHEAST RAIL, 2-1/2 FEET SOUTHWEST OF
 FX1571'A POLE, 3 FEET LOWER THAN THE RAIL AND SET IN THE TOP OF A CONCRETE
 FX1571'POST PROJECTING 8 INCHES ABOVE GROUND.
 FX1571
 FX1571                          STATION RECOVERY (1960)
 FX1571
 FX1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1571'MARK NOT FOUND.
 FX1571
 FX1571                          STATION RECOVERY (2001)
 FX1571
 FX1571'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1508 ***********************************************************************
 GA1508  DESIGNATION -  B 50 1397
 GA1508  PID         -  GA1508
 GA1508  STATE/COUNTY-  VA/LEE
 GA1508  USGS QUAD   -  EWING (1978)
 GA1508
 GA1508                         *CURRENT SURVEY CONTROL
 GA1508  ___________________________________________________________________
 GA1508* NAD 83(1986)-  36 38 24.     (N)    083 25 30.     (W)     SCALED    
 GA1508* NAVD 88     -       425.778  (meters)    1396.91   (feet)  ADJUSTED  
 GA1508  ___________________________________________________________________
 GA1508  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1508  DYNAMIC HT  -         425.403 (meters)    1395.68  (feet)  COMP
 GA1508  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 GA1508
 GA1508  VERT ORDER  -  SECOND    CLASS 0
 GA1508
 GA1508.The horizontal coordinates were scaled from a topographic map and have
 GA1508.an estimated accuracy of +/- 6 seconds.
 GA1508
 GA1508.The orthometric height was determined by differential leveling
 GA1508.and adjusted by the National Geodetic Survey in June 1991..
 GA1508
 GA1508.The geoid height was determined by GEOID03.
 GA1508
 GA1508.The dynamic height is computed by dividing the NAVD 88
 GA1508.geopotential number by the normal gravity value computed on the
 GA1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1508.degrees latitude (g = 980.6199 gals.).
 GA1508
 GA1508.The modeled gravity was interpolated from observed gravity values.
 GA1508
 GA1508;                    North         East    Units  Estimated Accuracy
 GA1508;SPC VA S     - 1,045,520.    3,059,750.      MT  (+/- 180 meters Scaled)
 GA1508
 GA1508                          SUPERSEDED SURVEY CONTROL
 GA1508
 GA1508  NGVD 29 (??/??/92)  425.920  (m)         1397.37   (f) ADJ UNCH    2 0
 GA1508
 GA1508.Superseded values are not recommended for survey control.
 GA1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1508.See file dsdata.txt to determine how the superseded data were derived.
 GA1508
 GA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA832576(NAD 83)
 GA1508_MARKER: DD = SURVEY DISK
 GA1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1508_SP_SET: ABUTMENT
 GA1508_STAMPING: 1397 B 50 1912
 GA1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1508
 GA1508  HISTORY     - Date     Condition        Report By
 GA1508  HISTORY     - 1912     MONUMENTED       USGS
 GA1508  HISTORY     - 1934     GOOD             NGS
 GA1508
 GA1508                          STATION DESCRIPTION
 GA1508
 GA1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1508'0.5 MI NE FROM EWING.
 GA1508'0.5 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1508'FROM EWING, AT BRIDGE 234.5 AND IN THE TOP OF THE NORTH END OF
 GA1508'THE EAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GA1508'DISK, STAMPED 1397 B 50 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1080 ***********************************************************************
 JW1080  DESIGNATION -  B 500
 JW1080  PID         -  JW1080
 JW1080  STATE/COUNTY-  VA/CLARKE
 JW1080  USGS QUAD   -  STEPHENSON (1987)
 JW1080
 JW1080                         *CURRENT SURVEY CONTROL
 JW1080  ___________________________________________________________________
 JW1080* NAD 83(1986)-  39 13 28.     (N)    078 01 05.     (W)     SCALED    
 JW1080* NAVD 88     -       169.046  (meters)     554.61   (feet)  ADJUSTED  
 JW1080  ___________________________________________________________________
 JW1080  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JW1080  DYNAMIC HT  -         168.942 (meters)     554.27  (feet)  COMP
 JW1080  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 JW1080
 JW1080  VERT ORDER  -  FIRST     CLASS II
 JW1080
 JW1080.The horizontal coordinates were scaled from a topographic map and have
 JW1080.an estimated accuracy of +/- 6 seconds.
 JW1080
 JW1080.The orthometric height was determined by differential leveling
 JW1080.and adjusted by the National Geodetic Survey in June 1991..
 JW1080
 JW1080.The geoid height was determined by GEOID03.
 JW1080
 JW1080.The dynamic height is computed by dividing the NAVD 88
 JW1080.geopotential number by the normal gravity value computed on the
 JW1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1080.degrees latitude (g = 980.6199 gals.).
 JW1080
 JW1080.The modeled gravity was interpolated from observed gravity values.
 JW1080
 JW1080;                    North         East    Units  Estimated Accuracy
 JW1080;SPC VA N     - 2,173,030.    3,541,620.      MT  (+/- 180 meters Scaled)
 JW1080
 JW1080                          SUPERSEDED SURVEY CONTROL
 JW1080
 JW1080.No superseded survey control is available for this station.
 JW1080
 JW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD574459(NAD 83)
 JW1080_MARKER: DB = BENCH MARK DISK
 JW1080_SETTING: 66 = SET IN ROCK OUTCROP
 JW1080_SP_SET: ROCK OUTCROP
 JW1080_STAMPING: B 500 1983
 JW1080_MARK LOGO: NGS   
 JW1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1080+STABILITY: POSITION/ELEVATION WELL
 JW1080
 JW1080  HISTORY     - Date     Condition        Report By
 JW1080  HISTORY     - 1983     MONUMENTED       NGS
 JW1080
 JW1080                          STATION DESCRIPTION
 JW1080
 JW1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1080'6.8 KM (4.25 MI) SW FROM SUMMIT POINT WV.
 JW1080'2.4 KM (1.5 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JW1080'LEETOWN ROAD IN SUMMIT POINT, WV, THENCE 1.6 KM (1.0 MI) SOUTHWEST
 JW1080'ALONG COUNTY ROAD 2 (HARDESTY ROAD) TO THE VIRGINIA STATE LINE, THENCE
 JW1080'2.7 KM (1.75 MI) SOUTHWEST ALONG COUNTY ROAD 761 TO THE MARK ON THE
 JW1080'LEFT, 5.7 METERS (19.0 FT) SOUTHEAST OF THE CENTER OF COUNTY ROAD 761,
 JW1080'10.0 METERS (33.0 FT) EAST OF THE CENTER OF COUNTY ROAD 637,
 JW1080'2.4 METERS (8.0 FT) NORTHEAST OF A FENCE, 1.0 METER (3.5 FT) SOUTHEAST
 JW1080'OF A MAIL BOX (COFFMAN).
 JW1080'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 JW1080'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3158 ***********************************************************************
 HW3158  DESIGNATION -  B 501
 HW3158  PID         -  HW3158
 HW3158  STATE/COUNTY-  VA/WARREN
 HW3158  USGS QUAD   -  FRONT ROYAL (1994)
 HW3158
 HW3158                         *CURRENT SURVEY CONTROL
 HW3158  ___________________________________________________________________
 HW3158* NAD 83(1986)-  38 55 50.     (N)    078 11 38.     (W)     SCALED    
 HW3158* NAVD 88     -       157.291  (meters)     516.05   (feet)  ADJUSTED  
 HW3158  ___________________________________________________________________
 HW3158  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HW3158  DYNAMIC HT  -         157.189 (meters)     515.71  (feet)  COMP
 HW3158  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 HW3158
 HW3158  VERT ORDER  -  FIRST     CLASS II
 HW3158
 HW3158.The horizontal coordinates were scaled from a topographic map and have
 HW3158.an estimated accuracy of +/- 6 seconds.
 HW3158
 HW3158.The orthometric height was determined by differential leveling
 HW3158.and adjusted by the National Geodetic Survey in June 1991..
 HW3158
 HW3158.The geoid height was determined by GEOID03.
 HW3158
 HW3158.The dynamic height is computed by dividing the NAVD 88
 HW3158.geopotential number by the normal gravity value computed on the
 HW3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3158.degrees latitude (g = 980.6199 gals.).
 HW3158
 HW3158.The modeled gravity was interpolated from observed gravity values.
 HW3158
 HW3158;                    North         East    Units  Estimated Accuracy
 HW3158;SPC VA N     - 2,140,340.    3,526,540.      MT  (+/- 180 meters Scaled)
 HW3158
 HW3158                          SUPERSEDED SURVEY CONTROL
 HW3158
 HW3158.No superseded survey control is available for this station.
 HW3158
 HW3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD432128(NAD 83)
 HW3158_MARKER: DB = BENCH MARK DISK
 HW3158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3158_SP_SET: HEADWALL
 HW3158_STAMPING: B 501 1983
 HW3158_MARK LOGO: NGS   
 HW3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3158+STABILITY: SURFACE MOTION
 HW3158
 HW3158  HISTORY     - Date     Condition        Report By
 HW3158  HISTORY     - 1983     MONUMENTED       NGS
 HW3158  HISTORY     - 20041128 GOOD             GEOCAC
 HW3158
 HW3158                          STATION DESCRIPTION
 HW3158
 HW3158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3158'IN FRONT ROYAL.
 HW3158'IN FRONT ROYAL, 0.1 KM (0.05 MI) NORTH ALONG U.S. HIGHWAYS 340, 522
 HW3158'AND STATE HIGHWAY 55 FROM THE JUNCTION OF STATE HIGHWAY 55 EAST AND
 HW3158'U.S. HIGHWAY 522 SOUTH (TRUCK ROUTE) TO THE MARK ON THE LEFT, IN TOP
 HW3158'OF THE NORTH END OF A CONCRETE HEADWALL OF A 36-INCH CONCRETE CULVERT
 HW3158'UNDER THE HIGHWAY, 2.89 METERS (9.5 FT) WEST OF THE WEST CURB OF THE
 HW3158'HIGHWAY, 0.15 METER (0.5 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 HW3158'THE MARK IS 0.23 METERS  S FROM A WITNESS POST.
 HW3158'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HW3158
 HW3158                          STATION RECOVERY (2004)
 HW3158
 HW3158'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW3158'STATION LOCATED ON THE WEST SIDE OF THE HIGHWAY, APPROXIMATELY 22 FEET
 HW3158'NORTH OF POLE 307 (ALSO MARKED AS 65I), ABOUT 9.5 FEET EAST OF THE
 HW3158'CURB FACE, AND ABOUT 6 INCHES NORTH OF AN ORANGE CARSONITE WITNESS
 HW3158'POST.
 HW3158' 
 HW3158'CONSUMER GRADE GARMIN ETREX HANDHELD GPS RECEIVER LOCATES STATION AT
 HW3158'N38D 55M 51.2S, W078D 11M 39.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3182 ***********************************************************************
 HW3182  DESIGNATION -  B 502
 HW3182  PID         -  HW3182
 HW3182  STATE/COUNTY-  VA/CULPEPER
 HW3182  USGS QUAD   -  RAPIDAN (1984)
 HW3182
 HW3182                         *CURRENT SURVEY CONTROL
 HW3182  ___________________________________________________________________
 HW3182* NAD 83(1986)-  38 18 40.     (N)    078 04 01.     (W)     SCALED    
 HW3182* NAVD 88     -        91.171  (meters)     299.12   (feet)  ADJUSTED  
 HW3182  ___________________________________________________________________
 HW3182  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW3182  DYNAMIC HT  -          91.114 (meters)     298.93  (feet)  COMP
 HW3182  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 HW3182
 HW3182  VERT ORDER  -  FIRST     CLASS II
 HW3182
 HW3182.The horizontal coordinates were scaled from a topographic map and have
 HW3182.an estimated accuracy of +/- 6 seconds.
 HW3182
 HW3182.The orthometric height was determined by differential leveling
 HW3182.and adjusted by the National Geodetic Survey in June 1991..
 HW3182
 HW3182.The geoid height was determined by GEOID03.
 HW3182
 HW3182.The dynamic height is computed by dividing the NAVD 88
 HW3182.geopotential number by the normal gravity value computed on the
 HW3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3182.degrees latitude (g = 980.6199 gals.).
 HW3182
 HW3182.The modeled gravity was interpolated from observed gravity values.
 HW3182
 HW3182;                    North         East    Units  Estimated Accuracy
 HW3182;SPC VA N     - 2,071,620.    3,537,870.      MT  (+/- 180 meters Scaled)
 HW3182
 HW3182                          SUPERSEDED SURVEY CONTROL
 HW3182
 HW3182.No superseded survey control is available for this station.
 HW3182
 HW3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC564444(NAD 83)
 HW3182_MARKER: DB = BENCH MARK DISK
 HW3182_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW3182_SP_SET: BRIDGE ABUTMENT
 HW3182_STAMPING: B 502 1984
 HW3182_MARK LOGO: NGS   
 HW3182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3182+STABILITY: POSITION/ELEVATION WELL
 HW3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3182+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2001
 HW3182
 HW3182  HISTORY     - Date     Condition        Report By
 HW3182  HISTORY     - 1984     MONUMENTED       NGS
 HW3182  HISTORY     - 20010131 GOOD             USPSQD
 HW3182
 HW3182                          STATION DESCRIPTION
 HW3182
 HW3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3182'IN RAPIDAN.
 HW3182'IN RAPIDAN, IN TOP OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE
 HW3182'RAPIDAN RIVER, 4.57 METERS (15.0 FT) SOUTHWEST OF THE CENTERLINE OF
 HW3182'STATE HIGHWAY 615, 0.20 METER (0.6 FT) NORTH-NORTHWEST OF THE
 HW3182'NORTHWEST END OF THE CONCRETE BRIDGE RAILING.
 HW3182'THE MARK IS 0.24 M ABOVE HIGHWAY.
 HW3182
 HW3182                          STATION RECOVERY (2001)
 HW3182
 HW3182'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2108 ***********************************************************************
 GW2108  DESIGNATION -  B 503
 GW2108  PID         -  GW2108
 GW2108  STATE/COUNTY-  VA/BEDFORD
 GW2108  USGS QUAD   -  LYNCHBURG (1984)
 GW2108
 GW2108                         *CURRENT SURVEY CONTROL
 GW2108  ___________________________________________________________________
 GW2108* NAD 83(1986)-  37 26 23.     (N)    079 11 06.     (W)     SCALED    
 GW2108* NAVD 88     -       236.918  (meters)     777.29   (feet)  ADJUSTED  
 GW2108  ___________________________________________________________________
 GW2108  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2108  DYNAMIC HT  -         236.741 (meters)     776.71  (feet)  COMP
 GW2108  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 GW2108
 GW2108  VERT ORDER  -  FIRST     CLASS II
 GW2108
 GW2108.The horizontal coordinates were scaled from a topographic map and have
 GW2108.an estimated accuracy of +/- 6 seconds.
 GW2108
 GW2108.The orthometric height was determined by differential leveling
 GW2108.and adjusted by the National Geodetic Survey in June 1991..
 GW2108
 GW2108.The geoid height was determined by GEOID03.
 GW2108
 GW2108.The dynamic height is computed by dividing the NAVD 88
 GW2108.geopotential number by the normal gravity value computed on the
 GW2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2108.degrees latitude (g = 980.6199 gals.).
 GW2108
 GW2108.The modeled gravity was interpolated from observed gravity values.
 GW2108
 GW2108;                    North         East    Units  Estimated Accuracy
 GW2108;SPC VA S     - 1,123,000.    3,439,380.      MT  (+/- 180 meters Scaled)
 GW2108
 GW2108                          SUPERSEDED SURVEY CONTROL
 GW2108
 GW2108.No superseded survey control is available for this station.
 GW2108
 GW2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB605452(NAD 83)
 GW2108_MARKER: I = METAL ROD
 GW2108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2108_SP_SET: STAINLESS STEEL ROD
 GW2108_STAMPING: B 503 1984
 GW2108_MARK LOGO: NGS   
 GW2108_PROJECTION: FLUSH
 GW2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2108_ROD/PIPE-DEPTH: 5.5  meters
 GW2108
 GW2108  HISTORY     - Date     Condition        Report By
 GW2108  HISTORY     - 1984     MONUMENTED       NGS
 GW2108
 GW2108                          STATION DESCRIPTION
 GW2108
 GW2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2108'IN RIVERMONT.
 GW2108'IN RIVERMONT, 0.2 KM (0.15 MI) EAST ALONG U.S. HIGHWAY 501 FROM THE
 GW2108'VIRGINIA BAPTIST HOSPITAL, ACROSS FROM THE JUNCTION OF RIVERMONT
 GW2108'TERRACE, AT THE SOUTHWEST CORNER OF THE WEST BRICK ENTRANCE PILLAR AT
 GW2108'THE ENTRANCE DRIVE OF A 2 STORY BRICK HOUSE, NUMBER 3128, NOTE--THE
 GW2108'BRICK ENTRANCE PILLAR HAS AN INLAYED GRANITE STONE PLAQUE READING
 GW2108'3128, 3.70 METERS (12.0 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY,
 GW2108'2.90 METERS (9.5 FT) WEST OF THE CENTER OF THE ENTRANCE DRIVE,
 GW2108'1.10 METERS (3.5 FT) NORTHEAST OF THE CENTER OF A 30-CM (12-INCH)
 GW2108'DIAMETER WATER METER PLATE IN THE CENTER OF THE SIDEWALK, 0.30 METER
 GW2108'(1.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST BRICK ENTRANCE
 GW2108'PILLAR.
 GW2108'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2122 ***********************************************************************
 GW2122  DESIGNATION -  B 504
 GW2122  PID         -  GW2122
 GW2122  STATE/COUNTY-  VA/BOTETOURT
 GW2122  USGS QUAD   -  BUCHANAN (1985)
 GW2122
 GW2122                         *CURRENT SURVEY CONTROL
 GW2122  ___________________________________________________________________
 GW2122* NAD 83(1986)-  37 32 49.     (N)    079 43 36.     (W)     SCALED    
 GW2122* NAVD 88     -       269.387  (meters)     883.81   (feet)  ADJUSTED  
 GW2122  ___________________________________________________________________
 GW2122  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2122  DYNAMIC HT  -         269.174 (meters)     883.12  (feet)  COMP
 GW2122  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 GW2122
 GW2122  VERT ORDER  -  FIRST     CLASS II
 GW2122
 GW2122.The horizontal coordinates were scaled from a topographic map and have
 GW2122.an estimated accuracy of +/- 6 seconds.
 GW2122
 GW2122.The orthometric height was determined by differential leveling
 GW2122.and adjusted by the National Geodetic Survey in June 1991..
 GW2122
 GW2122.The geoid height was determined by GEOID03.
 GW2122
 GW2122.The dynamic height is computed by dividing the NAVD 88
 GW2122.geopotential number by the normal gravity value computed on the
 GW2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2122.degrees latitude (g = 980.6199 gals.).
 GW2122
 GW2122.The modeled gravity was interpolated from observed gravity values.
 GW2122
 GW2122;                    North         East    Units  Estimated Accuracy
 GW2122;SPC VA S     - 1,135,390.    3,391,610.      MT  (+/- 180 meters Scaled)
 GW2122
 GW2122                          SUPERSEDED SURVEY CONTROL
 GW2122
 GW2122.No superseded survey control is available for this station.
 GW2122
 GW2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB124563(NAD 83)
 GW2122_MARKER: I = METAL ROD
 GW2122_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GW2122+WITH SETTING: INFORMATION.
 GW2122_SP_SET: SHALLOW SET METAL ROD
 GW2122_STAMPING: B 504 1984
 GW2122_MARK LOGO: NGS   
 GW2122_PROJECTION: FLUSH
 GW2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2122_ROD/PIPE-DEPTH: 2.3  meters
 GW2122
 GW2122  HISTORY     - Date     Condition        Report By
 GW2122  HISTORY     - 1984     MONUMENTED       NGS
 GW2122
 GW2122                          STATION DESCRIPTION
 GW2122
 GW2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2122'6.0 KM (3.75 MI) WNW FROM BUCHANAN.
 GW2122'6.0 KM (3.75 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 43 FROM THE
 GW2122'JUNCTION OF U.S. HIGHWAY 11 IN BUCHANAN TO THE MARK ON THE LEFT, AT
 GW2122'THE JAMES RIVER HIGH SCHOOL, AT THE NORTH CORNER OF THE NORTHWEST WING
 GW2122'OF THE SCHOOL, 0.76 METER (2.5 FT) EAST-NORTHEAST OF THE NORTH CORNER
 GW2122'OF THE NORTHWEST WING OF THE SCHOOL, 0.30 METER (1.0 FT) SOUTHEAST OF
 GW2122'THE SOUTHEAST EDGE OF THE SIDEWALK OF THE NORTHWEST ENTRANCE OF THE
 GW2122'SCHOOL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 GW2122'REFUSAL AND ANCHORED.
 GW2122'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0699 ***********************************************************************
 FW0699  DESIGNATION -  B 505
 FW0699  PID         -  FW0699
 FW0699  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0699  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW0699
 FW0699                         *CURRENT SURVEY CONTROL
 FW0699  ___________________________________________________________________
 FW0699* NAD 83(1986)-  36 35 26.     (N)    075 52 36.     (W)     SCALED    
 FW0699* NAVD 88     -         4.090  (meters)      13.42   (feet)  ADJUSTED  
 FW0699  ___________________________________________________________________
 FW0699  GEOID HEIGHT-         -38.31  (meters)                     GEOID03
 FW0699  DYNAMIC HT  -           4.086 (meters)      13.41  (feet)  COMP
 FW0699  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 FW0699
 FW0699  VERT ORDER  -  FIRST     CLASS II
 FW0699
 FW0699.The horizontal coordinates were scaled from a topographic map and have
 FW0699.an estimated accuracy of +/- 6 seconds.
 FW0699
 FW0699.The orthometric height was determined by differential leveling
 FW0699.and adjusted by the National Geodetic Survey in June 1991..
 FW0699
 FW0699.The geoid height was determined by GEOID03.
 FW0699
 FW0699.The dynamic height is computed by dividing the NAVD 88
 FW0699.geopotential number by the normal gravity value computed on the
 FW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0699.degrees latitude (g = 980.6199 gals.).
 FW0699
 FW0699.The modeled gravity was interpolated from observed gravity values.
 FW0699
 FW0699;                    North         East    Units  Estimated Accuracy
 FW0699;SPC VA S     - 1,031,810.    3,734,730.      MT  (+/- 180 meters Scaled)
 FW0699
 FW0699                          SUPERSEDED SURVEY CONTROL
 FW0699
 FW0699.No superseded survey control is available for this station.
 FW0699
 FW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF215498(NAD 83)
 FW0699_MARKER: I = METAL ROD
 FW0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0699_SP_SET: STAINLESS STEEL ROD
 FW0699_STAMPING: B 505 1984
 FW0699_MARK LOGO: NGS   
 FW0699_PROJECTION: FLUSH
 FW0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0699+STABILITY: POSITION/ELEVATION WELL
 FW0699_ROD/PIPE-DEPTH: 8.5  meters
 FW0699
 FW0699  HISTORY     - Date     Condition        Report By
 FW0699  HISTORY     - 1984     MONUMENTED       NGS
 FW0699
 FW0699                          STATION DESCRIPTION
 FW0699
 FW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0699'18.8 KM (11.7 MI) SOUTH FROM SAND BRIDGE.
 FW0699'6.8 KM (4.25 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0699'BRIDGE ROAD IN SAND BRIDGE, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED
 FW0699'ROAD INTO THE BACK BAY WILDLIFE REFUGE, THENCE 10.1 KM (6.25 MI) SOUTH
 FW0699'ALONG THE BEACH FROM THE REFUGE GUARD HOUSE TO THE MARK ON THE RIGHT,
 FW0699'4.88 METERS (16.0 FT) WEST OF THE EAST EDGE OF THE FIRST DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3233 ***********************************************************************
 HW3233  DESIGNATION -  B 506
 HW3233  PID         -  HW3233
 HW3233  STATE/COUNTY-  VA/AUGUSTA
 HW3233  USGS QUAD   -  STAUNTON (1986)
 HW3233
 HW3233                         *CURRENT SURVEY CONTROL
 HW3233  ___________________________________________________________________
 HW3233* NAD 83(1986)-  38 10 31.     (N)    079 02 10.     (W)     SCALED    
 HW3233* NAVD 88     -       423.044  (meters)    1387.94   (feet)  ADJUSTED  
 HW3233  ___________________________________________________________________
 HW3233  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW3233  DYNAMIC HT  -         422.725 (meters)    1386.89  (feet)  COMP
 HW3233  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 HW3233
 HW3233  VERT ORDER  -  FIRST     CLASS II
 HW3233
 HW3233.The horizontal coordinates were scaled from a topographic map and have
 HW3233.an estimated accuracy of +/- 6 seconds.
 HW3233
 HW3233.The orthometric height was determined by differential leveling
 HW3233.and adjusted by the National Geodetic Survey in June 1991..
 HW3233
 HW3233.The geoid height was determined by GEOID03.
 HW3233
 HW3233.The dynamic height is computed by dividing the NAVD 88
 HW3233.geopotential number by the normal gravity value computed on the
 HW3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3233.degrees latitude (g = 980.6199 gals.).
 HW3233
 HW3233.The modeled gravity was interpolated from observed gravity values.
 HW3233
 HW3233;                    North         East    Units  Estimated Accuracy
 HW3233;SPC VA N     - 2,056,590.    3,453,030.      MT  (+/- 180 meters Scaled)
 HW3233
 HW3233                          SUPERSEDED SURVEY CONTROL
 HW3233
 HW3233.No superseded survey control is available for this station.
 HW3233
 HW3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC720270(NAD 83)
 HW3233_MARKER: DB = BENCH MARK DISK
 HW3233_SETTING: 66 = SET IN ROCK OUTCROP
 HW3233_SP_SET: ROCK OUTCROP
 HW3233_STAMPING: B 506 1984
 HW3233_MARK LOGO: NGS   
 HW3233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3233+STABILITY: POSITION/ELEVATION WELL
 HW3233
 HW3233  HISTORY     - Date     Condition        Report By
 HW3233  HISTORY     - 1984     MONUMENTED       NGS
 HW3233
 HW3233                          STATION DESCRIPTION
 HW3233
 HW3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3233'4.0 KM (2.5 MI) SW FROM VERONA.
 HW3233'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW3233'IN VERONA TO THE MARK ON THE LEFT, ALSO 3.7 KM (2.35 MI) NORTHEAST
 HW3233'ALONG HIGHWAY 11 FROM THE JUNCTION OF U.S. HIGHWAY 250 IN STAUNTON,
 HW3233'14.7 METERS (48.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HW3233'19.8 METERS (65.0 FT) NORTH-NORTHEAST OF POWER POLE ST-W50, 7.7 METERS
 HW3233'(25.5 FT) SOUTH OF A STEEL POLE THAT HOLDS A ROAD SIGN.
 HW3233'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 HW3233'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8109 ***********************************************************************
 HV8109  DESIGNATION -  B 507
 HV8109  PID         -  HV8109
 HV8109  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8109  USGS QUAD   -  SALEM CHURCH (1994)
 HV8109
 HV8109                         *CURRENT SURVEY CONTROL
 HV8109  ___________________________________________________________________
 HV8109* NAD 83(1986)-  38 17 51.     (N)    077 36 20.     (W)     SCALED    
 HV8109* NAVD 88     -        86.206  (meters)     282.83   (feet)  ADJUSTED  
 HV8109  ___________________________________________________________________
 HV8109  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV8109  DYNAMIC HT  -          86.151 (meters)     282.65  (feet)  COMP
 HV8109  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 HV8109
 HV8109  VERT ORDER  -  FIRST     CLASS II
 HV8109
 HV8109.The horizontal coordinates were scaled from a topographic map and have
 HV8109.an estimated accuracy of +/- 6 seconds.
 HV8109
 HV8109.The orthometric height was determined by differential leveling
 HV8109.and adjusted by the National Geodetic Survey in June 1991..
 HV8109
 HV8109.The geoid height was determined by GEOID03.
 HV8109
 HV8109.The dynamic height is computed by dividing the NAVD 88
 HV8109.geopotential number by the normal gravity value computed on the
 HV8109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8109.degrees latitude (g = 980.6199 gals.).
 HV8109
 HV8109.The modeled gravity was interpolated from observed gravity values.
 HV8109
 HV8109;                    North         East    Units  Estimated Accuracy
 HV8109;SPC VA N     - 2,070,400.    3,578,240.      MT  (+/- 180 meters Scaled)
 HV8109
 HV8109                          SUPERSEDED SURVEY CONTROL
 HV8109
 HV8109.No superseded survey control is available for this station.
 HV8109
 HV8109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH721420(NAD 83)
 HV8109_MARKER: I = METAL ROD
 HV8109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8109_SP_SET: STAINLESS STEEL ROD
 HV8109_STAMPING: B 507 1984
 HV8109_MARK LOGO: NGS   
 HV8109_PROJECTION: FLUSH
 HV8109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8109_ROD/PIPE-DEPTH: 7.2  meters
 HV8109
 HV8109  HISTORY     - Date     Condition        Report By
 HV8109  HISTORY     - 1984     MONUMENTED       NGS
 HV8109  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV8109  HISTORY     - 19990407 MARK NOT FOUND   USPSQD
 HV8109
 HV8109                          STATION DESCRIPTION
 HV8109
 HV8109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8109'3.0 KM (1.85 MI) NW FROM CHANCELLOR.
 HV8109'3.0 KM (1.85 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE ZOAN BAPTIST
 HV8109'CHURCH IN CHANCELLOR TO THE MARK ON THE RIGHT, AT A SIGN (TRISHMAR
 HV8109'KENNELS), ON THE NORTHWEST SIDE OF A TWO STORY BRICK HOUSE,
 HV8109'9.60 METERS (31.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST
 HV8109'BOUND LANES OF THE HIGHWAY, 5.03 METERS (16.5 FT) NORTH-NORTHWEST OF
 HV8109'UTILITY POLE 163 12 C3 6399, 1.71 METERS (5.6 FT) SOUTH-SOUTHWEST OF A
 HV8109'BOARD AND CYCLONE FENCE.
 HV8109'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HV8109
 HV8109                          STATION RECOVERY (1995)
 HV8109
 HV8109'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8109'MARK NOT FOUND.
 HV8109
 HV8109                          STATION RECOVERY (1999)
 HV8109
 HV8109'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8769 ***********************************************************************
 HV8769  DESIGNATION -  B 508
 HV8769  PID         -  HV8769
 HV8769  STATE/COUNTY-  VA/WESTMORELAND
 HV8769  USGS QUAD   -  ROLLINS FORK (1968)
 HV8769
 HV8769                         *CURRENT SURVEY CONTROL
 HV8769  ___________________________________________________________________
 HV8769* NAD 83(1986)-  38 12 37.     (N)    077 00 20.     (W)     SCALED    
 HV8769* NAVD 88     -         7.583  (meters)      24.88   (feet)  ADJUSTED  
 HV8769  ___________________________________________________________________
 HV8769  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HV8769  DYNAMIC HT  -           7.578 (meters)      24.86  (feet)  COMP
 HV8769  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 HV8769
 HV8769  VERT ORDER  -  FIRST     CLASS II
 HV8769
 HV8769.The horizontal coordinates were scaled from a topographic map and have
 HV8769.an estimated accuracy of +/- 6 seconds.
 HV8769
 HV8769.The orthometric height was determined by differential leveling
 HV8769.and adjusted by the National Geodetic Survey in June 1991..
 HV8769
 HV8769.The geoid height was determined by GEOID03.
 HV8769
 HV8769.The dynamic height is computed by dividing the NAVD 88
 HV8769.geopotential number by the normal gravity value computed on the
 HV8769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8769.degrees latitude (g = 980.6199 gals.).
 HV8769
 HV8769.The modeled gravity was interpolated from observed gravity values.
 HV8769
 HV8769;                    North         East    Units  Estimated Accuracy
 HV8769;SPC VA N     - 2,061,410.    3,630,880.      MT  (+/- 180 meters Scaled)
 HV8769
 HV8769                          SUPERSEDED SURVEY CONTROL
 HV8769
 HV8769  NGVD 29 (05/17/90)    7.818  (m)           25.65   (f) ADJUSTED    1 2
 HV8769
 HV8769.Superseded values are not recommended for survey control.
 HV8769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8769.See file dsdata.txt to determine how the superseded data were derived.
 HV8769
 HV8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH244310(NAD 83)
 HV8769_MARKER: I = METAL ROD
 HV8769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8769_SP_SET: STAINLESS STEEL ROD
 HV8769_STAMPING: B 508 1990
 HV8769_MARK LOGO: NGS   
 HV8769_PROJECTION: FLUSH
 HV8769_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8769+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8769_ROD/PIPE-DEPTH: 12.1 meters
 HV8769
 HV8769  HISTORY     - Date     Condition        Report By
 HV8769  HISTORY     - 1990     MONUMENTED       NGS
 HV8769  HISTORY     - 19981024 GOOD             USPSQD
 HV8769  HISTORY     - 20030314 GOOD             USPSQD
 HV8769  HISTORY     - 20051115 GOOD             USPSQD
 HV8769
 HV8769                          STATION DESCRIPTION
 HV8769
 HV8769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8769'3.4 KM (2.11 MI) NORTHERLY ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 HV8769'OF STATE HIGHWAY 3 IN OAK GROVE, 71.9 M (235.89 FT) NORTH OF THE
 HV8769'EXTENDED CENTER OF COUNTY ROAD 628, 14.9 M (48.88 FT) SOUTH OF THE
 HV8769'CENTER OF A DRIVEWAY, 12.6 M (41.34 FT) SOUTHEAST OF THE SOUTHEAST
 HV8769'CORNER OF A HOUSE, 7.7 NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HV8769'1.9 M (6.23 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER UA67, AND 0.3
 HV8769'M (0.98 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 HV8769'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON
 HV8769'PROPERTY OWNED BY MR. CLEVELAND GRIGSBY, RT 1 BOX 521, COLONIAL BEACH
 HV8769', VA 22443, TELEPHONE NUMBER (804) 224-7728.
 HV8769
 HV8769                          STATION RECOVERY (1998)
 HV8769
 HV8769'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8769'RECOVERED IN GOOD CONDITION.
 HV8769
 HV8769                          STATION RECOVERY (2003)
 HV8769
 HV8769'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8769'RECOVERED IN GOOD CONDITION.
 HV8769
 HV8769                          STATION RECOVERY (2005)
 HV8769
 HV8769'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1404 ***********************************************************************
 FX1404  DESIGNATION -  B 51
 FX1404  PID         -  FX1404
 FX1404  STATE/COUNTY-  VA/BRUNSWICK
 FX1404  USGS QUAD   -  DANIELTOWN (1986)
 FX1404
 FX1404                         *CURRENT SURVEY CONTROL
 FX1404  ___________________________________________________________________
 FX1404* NAD 83(1986)-  36 53 59.     (N)    077 56 56.     (W)     SCALED    
 FX1404* NAVD 88     -       120.570  (meters)     395.57   (feet)  POSTED    
 FX1404  ___________________________________________________________________
 FX1404  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FX1404  DYNAMIC HT  -         120.480 (meters)     395.27  (feet)  COMP
 FX1404  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 FX1404
 FX1404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1404
 FX1404.The horizontal coordinates were scaled from a topographic map and have
 FX1404.an estimated accuracy of +/- 6 seconds.
 FX1404
 FX1404.The orthometric height was determined by differential leveling
 FX1404.and adjusted by the National Geodetic Survey in 1992..
 FX1404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1404.rate of 0.0 thru 1.0 mm/km.
 FX1404
 FX1404.The geoid height was determined by GEOID03.
 FX1404
 FX1404.The dynamic height is computed by dividing the NAVD 88
 FX1404.geopotential number by the normal gravity value computed on the
 FX1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1404.degrees latitude (g = 980.6199 gals.).
 FX1404
 FX1404.The modeled gravity was interpolated from observed gravity values.
 FX1404
 FX1404;                    North         East    Units  Estimated Accuracy
 FX1404;SPC VA S     - 1,063,000.    3,549,120.      MT  (+/- 180 meters Scaled)
 FX1404
 FX1404                          SUPERSEDED SURVEY CONTROL
 FX1404
 FX1404  NGVD 29 (??/??/92)  120.877  (m)          396.58   (f) ADJ UNCH    2 0
 FX1404
 FX1404.Superseded values are not recommended for survey control.
 FX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1404.See file dsdata.txt to determine how the superseded data were derived.
 FX1404
 FX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF372878(NAD 83)
 FX1404_MARKER: DB = BENCH MARK DISK
 FX1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1404_SP_SET: UNDERPASS
 FX1404_STAMPING: 396.574 B 51 1934
 FX1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1404
 FX1404  HISTORY     - Date     Condition        Report By
 FX1404  HISTORY     - 1934     MONUMENTED       CGS
 FX1404  HISTORY     - 1942     GOOD             NGS
 FX1404  HISTORY     - 1965     GOOD             NGS
 FX1404  HISTORY     - 20010224 GOOD             USPSQD
 FX1404
 FX1404                          STATION DESCRIPTION
 FX1404
 FX1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX1404'0.5 MI E FROM DANIELTOWN.
 FX1404'0.5 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM DANIELTOWN,
 FX1404'BRUNSWICK COUNTY, AT THE SOUTHEAST CONCRETE ABUTMENT OF THE
 FX1404'UNDERPASS OF STATE HIGHWAY 34, IN THE TOP OF THE EAST WING WALL,
 FX1404'6-1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT LOWER THAN THE
 FX1404'BASE OF THE RAIL.  THE HIGHWAY NUMBER HAS BEEN CHANGED TO STATE
 FX1404'HIGHWAY 46 AND A 10-INCH CONCRETE CAP HAS BEEN ADDED TO THE
 FX1404'ABUTMENT.  AN 8-INCH IRON PIPE SET IN THE CONCRETE CAP ALLOWS ACCESS
 FX1404'TO THE MARK.
 FX1404
 FX1404                          STATION RECOVERY (1965)
 FX1404
 FX1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1404'RECOVERED IN GOOD CONDITION.
 FX1404
 FX1404                          STATION RECOVERY (2001)
 FX1404
 FX1404'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3651 ***********************************************************************
 AI3651  DESIGNATION -  B 512
 AI3651  PID         -  AI3651
 AI3651  STATE/COUNTY-  VA/PRINCE WILLIAM
 AI3651  USGS QUAD   -  GAINESVILLE (1994)
 AI3651
 AI3651                         *CURRENT SURVEY CONTROL
 AI3651  ___________________________________________________________________
 AI3651* NAD 83(1986)-  38 46 30.     (N)    077 31 56.     (W)     SCALED    
 AI3651* NAVD 88     -        89.619  (meters)     294.02   (feet)  ADJUSTED  
 AI3651  ___________________________________________________________________
 AI3651  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AI3651  DYNAMIC HT  -          89.569 (meters)     293.86  (feet)  COMP
 AI3651  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 AI3651
 AI3651  VERT ORDER  -  SECOND    CLASS I
 AI3651
 AI3651.The horizontal coordinates were scaled from a topographic map and have
 AI3651.an estimated accuracy of +/- 6 seconds.
 AI3651
 AI3651.The orthometric height was determined by differential leveling
 AI3651.and adjusted by the National Geodetic Survey in April 2000..
 AI3651
 AI3651.The geoid height was determined by GEOID03.
 AI3651
 AI3651.The dynamic height is computed by dividing the NAVD 88
 AI3651.geopotential number by the normal gravity value computed on the
 AI3651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3651.degrees latitude (g = 980.6199 gals.).
 AI3651
 AI3651.The modeled gravity was interpolated from observed gravity values.
 AI3651
 AI3651;                    North         East    Units  Estimated Accuracy
 AI3651;SPC VA N     - 2,123,470.    3,584,090.      MT  (+/- 180 meters Scaled)
 AI3651
 AI3651                          SUPERSEDED SURVEY CONTROL
 AI3651
 AI3651.No superseded survey control is available for this station.
 AI3651
 AI3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH800948(NAD 83)
 AI3651_MARKER: DV = VERTICAL CONTROL DISK
 AI3651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3651_SP_SET: POWER LINE BASE
 AI3651_STAMPING: B 512 1999
 AI3651_MARK LOGO: NGS   
 AI3651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3651
 AI3651  HISTORY     - Date     Condition        Report By
 AI3651  HISTORY     - 1999     MONUMENTED       NGS
 AI3651  HISTORY     - 20051116 GOOD             NSRR
 AI3651
 AI3651                          STATION DESCRIPTION
 AI3651
 AI3651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RWA)
 AI3651'2.45 MILES (3.94 KM) NORTHWESTERLY ALONG STATE HIGHWAY 674 (WELLINGTON
 AI3651'ROAD) TO THE T JUNCTION OF STATE HIGHWAY 660 (BETHLEHEM ROAD) THENCE
 AI3651'0.90 MILE (1.45 KM) NORTH ALONG BETHLEHEM ROAD TO THE NORFOLK SOUTHERN
 AI3651'RAILROAD TRACKS, 0.4 MILE (0.6 KM) SOUTHEASTERLY ALONG TRACKS TO WHERE
 AI3651'THE HIGH TENSION WIRES CROSS OVER THE TRACKS, ON SOUTH SIDE OF TRACKS,
 AI3651'ALSO THE 3RD HIGH TENSION STEEL TOWER SOUTHEASTERLY FROM BETHLEHEM
 AI3651'ROAD, IN THE NORTH SIDE OF A 8 FOOT (2.4 M) DIAMETER CONCRETE BASE
 AI3651'SUPPORTING A STEEL TOWER NUMBER 568 416 372 2512 FOR THE HIGH TENSION
 AI3651'WIRES, 55.7 FEET (17.0 M) SOUTHWEST OF SOUTHEAST RAIL, 1.0 FOOT (0.3
 AI3651'M) NORTH OF STEEL TOWER.
 AI3651
 AI3651                          STATION RECOVERY (2005)
 AI3651
 AI3651'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2005 (FRS)
 AI3651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1176 ***********************************************************************
 FX1176  DESIGNATION -  B 52
 FX1176  PID         -  FX1176
 FX1176  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1176  USGS QUAD   -  COURTLAND (1986)
 FX1176
 FX1176                         *CURRENT SURVEY CONTROL
 FX1176  ___________________________________________________________________
 FX1176* NAD 83(1986)-  36 43 06.     (N)    077 04 01.     (W)     SCALED    
 FX1176* NAVD 88     -         9.160  (meters)      30.05   (feet)  POSTED    
 FX1176  ___________________________________________________________________
 FX1176  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 FX1176  DYNAMIC HT  -           9.150 (meters)      30.02  (feet)  COMP
 FX1176  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 FX1176
 FX1176  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX1176
 FX1176.The horizontal coordinates were scaled from a topographic map and have
 FX1176.an estimated accuracy of +/- 6 seconds.
 FX1176
 FX1176.The orthometric height was determined by differential leveling
 FX1176.and adjusted by the National Geodetic Survey in 1992..
 FX1176.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX1176.rate of 2.1 thru 3.0 mm/km.
 FX1176
 FX1176.The geoid height was determined by GEOID03.
 FX1176
 FX1176.The dynamic height is computed by dividing the NAVD 88
 FX1176.geopotential number by the normal gravity value computed on the
 FX1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1176.degrees latitude (g = 980.6199 gals.).
 FX1176
 FX1176.The modeled gravity was interpolated from observed gravity values.
 FX1176
 FX1176;                    North         East    Units  Estimated Accuracy
 FX1176;SPC VA S     - 1,043,700.    3,628,020.      MT  (+/- 180 meters Scaled)
 FX1176
 FX1176                          SUPERSEDED SURVEY CONTROL
 FX1176
 FX1176  NGVD 29 (??/??/92)    9.614  (m)           31.54   (f) ADJ UNCH    1 2
 FX1176
 FX1176.Superseded values are not recommended for survey control.
 FX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1176.See file dsdata.txt to determine how the superseded data were derived.
 FX1176
 FX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF154656(NAD 83)
 FX1176_MARKER: DB = BENCH MARK DISK
 FX1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1176_STAMPING: B 52 1934 31.568
 FX1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1176+STABILITY: SURFACE MOTION
 FX1176
 FX1176  HISTORY     - Date     Condition        Report By
 FX1176  HISTORY     - 1934     MONUMENTED       CGS
 FX1176  HISTORY     - 1965     GOOD             NGS
 FX1176
 FX1176                          STATION DESCRIPTION
 FX1176
 FX1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1176'AT COURTLAND.
 FX1176'AT COURTLAND, SOUTHAMPTON COUNTY, ON THE SOUTHERN RAILWAY, ABOUT
 FX1176'387 FEET EAST OF THE EAST END OF THE STATION, 25 FEET SOUTH OF
 FX1176'THE CENTER LINE OF THE MAIN TRACK AT A POINT 35 FEET EAST OF THE
 FX1176'CENTER OF A ROAD CROSSING, 63 FEET SOUTHWEST OF THE SOUTHWEST
 FX1176'CORNER OF A 1-STORY BUILDING WITH CORRUGATED-IRON SIDING, AND
 FX1176'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FX1176'31.568 B 52 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1176'ABOUT 6 INCHES ABOVE GROUND.  THE CROSSING OF SECONDARY STATE
 FX1176'ROAD 1503.  THE 1-STORY BUILDING WITH CORRUGATED IRON SIDING HAS
 FX1176'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0495 ***********************************************************************
 FY0495  DESIGNATION -  B 53
 FY0495  PID         -  FY0495
 FY0495  STATE/COUNTY-  VA/HALIFAX
 FY0495  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0495
 FY0495                         *CURRENT SURVEY CONTROL
 FY0495  ___________________________________________________________________
 FY0495* NAD 83(1986)-  36 41 12.     (N)    078 58 23.     (W)     SCALED    
 FY0495* NAVD 88     -       102.021  (meters)     334.71   (feet)  ADJUSTED  
 FY0495  ___________________________________________________________________
 FY0495  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FY0495  DYNAMIC HT  -         101.941 (meters)     334.45  (feet)  COMP
 FY0495  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 FY0495
 FY0495  VERT ORDER  -  SECOND    CLASS 0
 FY0495
 FY0495.The horizontal coordinates were scaled from a topographic map and have
 FY0495.an estimated accuracy of +/- 6 seconds.
 FY0495
 FY0495.The orthometric height was determined by differential leveling
 FY0495.and adjusted by the National Geodetic Survey in June 1991..
 FY0495
 FY0495.The geoid height was determined by GEOID03.
 FY0495
 FY0495.The dynamic height is computed by dividing the NAVD 88
 FY0495.geopotential number by the normal gravity value computed on the
 FY0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0495.degrees latitude (g = 980.6199 gals.).
 FY0495
 FY0495.The modeled gravity was interpolated from observed gravity values.
 FY0495
 FY0495;                    North         East    Units  Estimated Accuracy
 FY0495;SPC VA S     - 1,039,320.    3,457,720.      MT  (+/- 180 meters Scaled)
 FY0495
 FY0495                          SUPERSEDED SURVEY CONTROL
 FY0495
 FY0495  NGVD 29 (??/??/92)  102.329  (m)          335.72   (f) ADJ UNCH    2 0
 FY0495
 FY0495.Superseded values are not recommended for survey control.
 FY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0495.See file dsdata.txt to determine how the superseded data were derived.
 FY0495
 FY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA810620(NAD 83)
 FY0495_MARKER: DB = BENCH MARK DISK
 FY0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0495_SP_SET: BRIDGE
 FY0495_STAMPING: 335.783 B 53 1934
 FY0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0495
 FY0495  HISTORY     - Date     Condition        Report By
 FY0495  HISTORY     - 1934     MONUMENTED       CGS
 FY0495  HISTORY     - 1935     GOOD             NGS
 FY0495
 FY0495                          STATION DESCRIPTION
 FY0495
 FY0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0495'4.2 MI SW FROM SOUTH BOSTON.
 FY0495'RECOVERED AS DESCRIBED.  4.2 MILES SOUTHWEST ALONG THE SOUTHERN
 FY0495'RAILWAY FROM SOUTH BOSTON, HALIFAX COUNTY, ABOUT 200 YARDS
 FY0495'SOUTHWEST OF MILEPOST 27, AT BRIDGE F 26.8 OVER MIRY CREEK, IN
 FY0495'THE TOP OF THE CONCRETE BRIDGE SEAT OF THE NORTHEAST ABUTMENT,
 FY0495'1 FOOT FROM THE NORTHEAST EDGE, 7 FEET SOUTHEAST OF THE
 FY0495'CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE RAIL.
 FY0495'A STANDARD DISK, STAMPED 335.783 B 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1500 ***********************************************************************
 GW1500  DESIGNATION -  B 54
 GW1500  PID         -  GW1500
 GW1500  STATE/COUNTY-  VA/FRANKLIN
 GW1500  USGS QUAD   -  REDWOOD (1982)
 GW1500
 GW1500                         *CURRENT SURVEY CONTROL
 GW1500  ___________________________________________________________________
 GW1500* NAD 83(1986)-  37 00 36.     (N)    079 47 10.     (W)     SCALED    
 GW1500* NAVD 88     -       369.578  (meters)    1212.52   (feet)  POSTED    
 GW1500  ___________________________________________________________________
 GW1500  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW1500  DYNAMIC HT  -         369.270 (meters)    1211.51  (feet)  COMP
 GW1500  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 GW1500
 GW1500  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1500
 GW1500.The horizontal coordinates were scaled from a topographic map and have
 GW1500.an estimated accuracy of +/- 6 seconds.
 GW1500
 GW1500.The orthometric height was determined by differential leveling
 GW1500.and adjusted by the National Geodetic Survey in 1992..
 GW1500.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1500.rate of 2.1 thru 3.0 mm/km.
 GW1500
 GW1500.The geoid height was determined by GEOID03.
 GW1500
 GW1500.The dynamic height is computed by dividing the NAVD 88
 GW1500.geopotential number by the normal gravity value computed on the
 GW1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1500.degrees latitude (g = 980.6199 gals.).
 GW1500
 GW1500.The modeled gravity was interpolated from observed gravity values.
 GW1500
 GW1500;                    North         East    Units  Estimated Accuracy
 GW1500;SPC VA S     - 1,075,870.    3,385,540.      MT  (+/- 180 meters Scaled)
 GW1500
 GW1500                          SUPERSEDED SURVEY CONTROL
 GW1500
 GW1500  NGVD 29 (??/??/92)  369.762  (m)         1213.13   (f) ADJ UNCH    2 0
 GW1500
 GW1500.Superseded values are not recommended for survey control.
 GW1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1500.See file dsdata.txt to determine how the superseded data were derived.
 GW1500
 GW1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA079966(NAD 83)
 GW1500_MARKER: DB = BENCH MARK DISK
 GW1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1500_STAMPING: 1213.223 B 54 1934
 GW1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1500+STABILITY: SURFACE MOTION
 GW1500
 GW1500  HISTORY     - Date     Condition        Report By
 GW1500  HISTORY     - 1934     MONUMENTED       CGS
 GW1500
 GW1500                          STATION DESCRIPTION
 GW1500
 GW1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1500'7.2 MI E FROM ROCKYMOUNT.
 GW1500'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE AT
 GW1500'ROCKYMOUNT, FRANKLIN COUNTY, ABOUT 60 YARDS SOUTHEAST OF THE
 GW1500'2-STORY DWELLING OF J.O. PURDUE, ABOUT 60 YARDS WEST OF A SMALL
 GW1500'1-STORY FRAME HOUSE, 43 FEET EAST OF THE CENTER LINE OF A DRIVE,
 GW1500'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 YARDS
 GW1500'SOUTH OF A FENCE LINE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 GW1500'A STANDARD DISK, STAMPED 1213.223 B 54 1934 AND SET IN THE TOP
 GW1500'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1194 ***********************************************************************
 GW1194  DESIGNATION -  B 55
 GW1194  PID         -  GW1194
 GW1194  STATE/COUNTY-  VA/CAMPBELL
 GW1194  USGS QUAD   -  LONG ISLAND (1966)
 GW1194
 GW1194                         *CURRENT SURVEY CONTROL
 GW1194  ___________________________________________________________________
 GW1194* NAD 83(1986)-  37 06 22.     (N)    079 00 10.     (W)     SCALED    
 GW1194* NAVD 88     -       201.617  (meters)     661.47   (feet)  ADJUSTED  
 GW1194  ___________________________________________________________________
 GW1194  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GW1194  DYNAMIC HT  -         201.467 (meters)     660.98  (feet)  COMP
 GW1194  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 GW1194
 GW1194  VERT ORDER  -  SECOND    CLASS 0
 GW1194
 GW1194.The horizontal coordinates were scaled from a topographic map and have
 GW1194.an estimated accuracy of +/- 6 seconds.
 GW1194
 GW1194.The orthometric height was determined by differential leveling
 GW1194.and adjusted by the National Geodetic Survey in June 1991..
 GW1194
 GW1194.The geoid height was determined by GEOID03.
 GW1194
 GW1194.The dynamic height is computed by dividing the NAVD 88
 GW1194.geopotential number by the normal gravity value computed on the
 GW1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1194.degrees latitude (g = 980.6199 gals.).
 GW1194
 GW1194.The modeled gravity was interpolated from observed gravity values.
 GW1194
 GW1194;                    North         East    Units  Estimated Accuracy
 GW1194;SPC VA S     - 1,085,880.    3,455,310.      MT  (+/- 180 meters Scaled)
 GW1194
 GW1194                          SUPERSEDED SURVEY CONTROL
 GW1194
 GW1194  NGVD 29 (??/??/92)  201.876  (m)          662.32   (f) ADJ UNCH    2 0
 GW1194
 GW1194.Superseded values are not recommended for survey control.
 GW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1194.See file dsdata.txt to determine how the superseded data were derived.
 GW1194
 GW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB774085(NAD 83)
 GW1194_MARKER: DB = BENCH MARK DISK
 GW1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1194_STAMPING: B 55 1934
 GW1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1194+STABILITY: SURFACE MOTION
 GW1194
 GW1194  HISTORY     - Date     Condition        Report By
 GW1194  HISTORY     - 1934     MONUMENTED       CGS
 GW1194
 GW1194                          STATION DESCRIPTION
 GW1194
 GW1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1194'AT NARUNA.
 GW1194'AT NARUNA, CAMPBELL COUNTY, 270 YARDS NORTH OF THE NORFOLK AND
 GW1194'WESTERN RAILWAY STATION, 80 YARDS NORTHWEST OF MAYS GENERAL
 GW1194'MERCHANDISE STORE, 4 RAILS NORTH OF A GRADE CROSSING, 3 RAILS
 GW1194'NORTHEAST OF GORDON KENTS AMOCO SERVICE STATION, 10 YARDS WEST
 GW1194'OF THE CENTERLINE OF U.S. HIGHWAY 501, AND 14 YARDS EAST OF THE
 GW1194'MAIN TRACK.  A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE
 GW1194'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1780 ***********************************************************************
 HW1780  DESIGNATION -  B 57
 HW1780  PID         -  HW1780
 HW1780  STATE/COUNTY-  VA/BATH
 HW1780  USGS QUAD   -  GREEN VALLEY (1988)
 HW1780
 HW1780                         *CURRENT SURVEY CONTROL
 HW1780  ___________________________________________________________________
 HW1780* NAD 83(1986)-  38 00 14.     (N)    079 32 12.     (W)     SCALED    
 HW1780* NAVD 88     -       474.750  (meters)    1557.58   (feet)  ADJUSTED  
 HW1780  ___________________________________________________________________
 HW1780  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HW1780  DYNAMIC HT  -         474.374 (meters)    1556.34  (feet)  COMP
 HW1780  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HW1780
 HW1780  VERT ORDER  -  SECOND    CLASS 0
 HW1780
 HW1780.The horizontal coordinates were scaled from a topographic map and have
 HW1780.an estimated accuracy of +/- 6 seconds.
 HW1780
 HW1780.The orthometric height was determined by differential leveling
 HW1780.and adjusted by the National Geodetic Survey in June 1991..
 HW1780
 HW1780.The geoid height was determined by GEOID03.
 HW1780
 HW1780.The dynamic height is computed by dividing the NAVD 88
 HW1780.geopotential number by the normal gravity value computed on the
 HW1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1780.degrees latitude (g = 980.6199 gals.).
 HW1780
 HW1780.The modeled gravity was interpolated from observed gravity values.
 HW1780
 HW1780;                    North         East    Units  Estimated Accuracy
 HW1780;SPC VA N     - 2,037,950.    3,408,950.      MT  (+/- 180 meters Scaled)
 HW1780
 HW1780                          SUPERSEDED SURVEY CONTROL
 HW1780
 HW1780  NGVD 29 (??/??/92)  474.889  (m)         1558.03   (f) ADJ UNCH    2 0
 HW1780
 HW1780.Superseded values are not recommended for survey control.
 HW1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1780.See file dsdata.txt to determine how the superseded data were derived.
 HW1780
 HW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC284072(NAD 83)
 HW1780_MARKER: DB = BENCH MARK DISK
 HW1780_SETTING: 66 = SET IN ROCK OUTCROP
 HW1780_SP_SET: ROCK LEDGE
 HW1780_STAMPING: B 57 1934
 HW1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1780+STABILITY: POSITION/ELEVATION WELL
 HW1780
 HW1780  HISTORY     - Date     Condition        Report By
 HW1780  HISTORY     - 1934     MONUMENTED       CGS
 HW1780  HISTORY     - 1944     GOOD             NGS
 HW1780
 HW1780                          STATION DESCRIPTION
 HW1780
 HW1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1780'2.4 MI W FROM GOSHEN.
 HW1780'IN BATH COUNTY, 2.4 MILES WEST ALONG THE CHESAPEAKE AND OHIO
 HW1780'RAILWAY FROM THE STATION AT GOSHEN, ROCKBRIDGE COUNTY, 27 YARDS
 HW1780'WEST OF THE EAST END OF A 20-FOOT CUT, IN THE TOP OF A ROCK
 HW1780'LEDGE AT THE BASE OF THE CUT, 11 FEET SOUTH OF THE SOUTH RAIL,
 HW1780'AND LEVEL WITH THE TOP OF THE RAIL.
 HW1780
 HW1780                          STATION RECOVERY (1944)
 HW1780
 HW1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HW1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1821 ***********************************************************************
 HW1821  DESIGNATION -  B 58
 HW1821  PID         -  HW1821
 HW1821  STATE/COUNTY-  VA/BATH
 HW1821  USGS QUAD   -  BURNSVILLE (1982)
 HW1821
 HW1821                         *CURRENT SURVEY CONTROL
 HW1821  ___________________________________________________________________
 HW1821* NAD 83(1986)-  38 10 18.     (N)    079 44 20.     (W)     SCALED    
 HW1821* NAVD 88     -       615.548  (meters)    2019.51   (feet)  ADJUSTED  
 HW1821  ___________________________________________________________________
 HW1821  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HW1821  DYNAMIC HT  -         615.053 (meters)    2017.89  (feet)  COMP
 HW1821  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 HW1821
 HW1821  VERT ORDER  -  SECOND    CLASS 0
 HW1821
 HW1821.The horizontal coordinates were scaled from a topographic map and have
 HW1821.an estimated accuracy of +/- 6 seconds.
 HW1821
 HW1821.The orthometric height was determined by differential leveling
 HW1821.and adjusted by the National Geodetic Survey in June 1991..
 HW1821
 HW1821.The geoid height was determined by GEOID03.
 HW1821
 HW1821.The dynamic height is computed by dividing the NAVD 88
 HW1821.geopotential number by the normal gravity value computed on the
 HW1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1821.degrees latitude (g = 980.6199 gals.).
 HW1821
 HW1821.The modeled gravity was interpolated from observed gravity values.
 HW1821
 HW1821;                    North         East    Units  Estimated Accuracy
 HW1821;SPC VA N     - 2,056,790.    3,391,450.      MT  (+/- 180 meters Scaled)
 HW1821
 HW1821                          SUPERSEDED SURVEY CONTROL
 HW1821
 HW1821  NGVD 29 (??/??/92)  615.644  (m)         2019.83   (f) ADJ UNCH    2 0
 HW1821
 HW1821.Superseded values are not recommended for survey control.
 HW1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1821.See file dsdata.txt to determine how the superseded data were derived.
 HW1821
 HW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC104256(NAD 83)
 HW1821_MARKER: DB = BENCH MARK DISK
 HW1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1821_STAMPING: B 58 1934
 HW1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1821+STABILITY: SURFACE MOTION
 HW1821
 HW1821  HISTORY     - Date     Condition        Report By
 HW1821  HISTORY     - 1934     MONUMENTED       CGS
 HW1821  HISTORY     - 1958     MARK NOT FOUND   NGS
 HW1821  HISTORY     - 1958     MARK NOT FOUND   USGS
 HW1821
 HW1821                          STATION DESCRIPTION
 HW1821
 HW1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1821'9.6 MI N FROM WARM SPRINGS.
 HW1821'9.6 MILES NORTH ALONG U.S. HIGHWAY 220 FROM WARM SPRINGS INN
 HW1821'AT WARM SPRINGS, BATH COUNTY, 14 YARDS SOUTHWEST OF THE CENTER OF
 HW1821'THE JUNCTION OF A DIRT ROAD LEADING WEST, 62 FEET NORTHEAST OF
 HW1821'THE NORTHEAST CORNER OF A SCHOOLHOUSE, 56 FEET AND 4 INCHES
 HW1821'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH ABUTMENT OF A
 HW1821'STEEL-BEAM BRIDGE WITH WOODEN RAILING, 3 FEET SOUTHWEST OF A
 HW1821'BOARD FENCE, 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 HW1821'OF A CONCRETE POST.
 HW1821
 HW1821                          STATION RECOVERY (1958)
 HW1821
 HW1821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HW1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0810 ***********************************************************************
 FZ0810  DESIGNATION -  B 58
 FZ0810  PID         -  FZ0810
 FZ0810  STATE/COUNTY-  VA/GRAYSON
 FZ0810  USGS QUAD   -  BRIERPATCH MOUNTAIN (1988)
 FZ0810
 FZ0810                         *CURRENT SURVEY CONTROL
 FZ0810  ___________________________________________________________________
 FZ0810* NAD 83(1986)-  36 39 35.     (N)    081 04 03.     (W)     SCALED    
 FZ0810* NAVD 88     -       734.080  (meters)    2408.39   (feet)  ADJUSTED  
 FZ0810  ___________________________________________________________________
 FZ0810  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FZ0810  DYNAMIC HT  -         733.354 (meters)    2406.01  (feet)  COMP
 FZ0810  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 FZ0810
 FZ0810  VERT ORDER  -  SECOND    CLASS 0
 FZ0810
 FZ0810.The horizontal coordinates were scaled from a topographic map and have
 FZ0810.an estimated accuracy of +/- 6 seconds.
 FZ0810
 FZ0810.The orthometric height was determined by differential leveling
 FZ0810.and adjusted by the National Geodetic Survey in June 1991..
 FZ0810
 FZ0810.The geoid height was determined by GEOID03.
 FZ0810
 FZ0810.The dynamic height is computed by dividing the NAVD 88
 FZ0810.geopotential number by the normal gravity value computed on the
 FZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0810.degrees latitude (g = 980.6199 gals.).
 FZ0810
 FZ0810.The modeled gravity was interpolated from observed gravity values.
 FZ0810
 FZ0810;                    North         East    Units  Estimated Accuracy
 FZ0810;SPC VA S     - 1,039,340.    3,270,470.      MT  (+/- 180 meters Scaled)
 FZ0810
 FZ0810                          SUPERSEDED SURVEY CONTROL
 FZ0810
 FZ0810  NGVD 29 (??/??/92)  734.200  (m)         2408.79   (f) ADJ UNCH    2 0
 FZ0810
 FZ0810.Superseded values are not recommended for survey control.
 FZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0810.See file dsdata.txt to determine how the superseded data were derived.
 FZ0810
 FZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA939571(NAD 83)
 FZ0810_MARKER: DB = BENCH MARK DISK
 FZ0810_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0810_SP_SET: SET IN ROCK OUTCROP
 FZ0810_STAMPING: B 58 1935
 FZ0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0810+STABILITY: POSITION/ELEVATION WELL
 FZ0810
 FZ0810  HISTORY     - Date     Condition        Report By
 FZ0810  HISTORY     - 1935     MONUMENTED       CGS
 FZ0810
 FZ0810                          STATION DESCRIPTION
 FZ0810
 FZ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0810'6.9 MI NE FROM INDEPENDENCE.
 FZ0810'6.9 MILES NORTHEAST ALONG U.S. HIGHWAY 58 FROM THE COURTHOUSE
 FZ0810'AT INDEPENDENCE, GRAYSON COUNTY, ON THE SOUTHWEST SLOPE OF A
 FZ0810'HILL NEAR THE TOP, 28 YARDS SOUTHWEST OF A 10-FOOT CONCRETE
 FZ0810'BRIDGE, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 FZ0810'FACE OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1753 ***********************************************************************
 GX1753  DESIGNATION -  B 6
 GX1753  PID         -  GX1753
 GX1753  STATE/COUNTY-  VA/TAZEWELL
 GX1753  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX1753
 GX1753                         *CURRENT SURVEY CONTROL
 GX1753  ___________________________________________________________________
 GX1753* NAD 83(1986)-  37 07 59.     (N)    081 31 31.     (W)     SCALED    
 GX1753* NAVD 88     -       727.164  (meters)    2385.70   (feet)  ADJUSTED  
 GX1753  ___________________________________________________________________
 GX1753  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GX1753  DYNAMIC HT  -         726.506 (meters)    2383.55  (feet)  COMP
 GX1753  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 GX1753
 GX1753  VERT ORDER  -  SECOND    CLASS 0
 GX1753
 GX1753.The horizontal coordinates were scaled from a topographic map and have
 GX1753.an estimated accuracy of +/- 6 seconds.
 GX1753
 GX1753.The orthometric height was determined by differential leveling
 GX1753.and adjusted by the National Geodetic Survey in June 1991..
 GX1753
 GX1753.The geoid height was determined by GEOID03.
 GX1753
 GX1753.The dynamic height is computed by dividing the NAVD 88
 GX1753.geopotential number by the normal gravity value computed on the
 GX1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1753.degrees latitude (g = 980.6199 gals.).
 GX1753
 GX1753.The modeled gravity was interpolated from observed gravity values.
 GX1753
 GX1753;                    North         East    Units  Estimated Accuracy
 GX1753;SPC VA S     - 1,093,060.    3,231,240.      MT  (+/- 180 meters Scaled)
 GX1753
 GX1753                          SUPERSEDED SURVEY CONTROL
 GX1753
 GX1753  NGVD 29 (??/??/92)  727.273  (m)         2386.06   (f) ADJ UNCH    2 0
 GX1753
 GX1753.Superseded values are not recommended for survey control.
 GX1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1753.See file dsdata.txt to determine how the superseded data were derived.
 GX1753
 GX1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB533097(NAD 83)
 GX1753_MARKER: DD = SURVEY DISK
 GX1753_SETTING: 66 = SET IN ROCK OUTCROP
 GX1753_SP_SET: SET IN ROCK OUTCROP
 GX1753_STAMPING: 2386 B 6 VA 1912
 GX1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1753+STABILITY: POSITION/ELEVATION WELL
 GX1753
 GX1753  HISTORY     - Date     Condition        Report By
 GX1753  HISTORY     - 1912     MONUMENTED       USGS
 GX1753  HISTORY     - 1958     GOOD             NGS
 GX1753  HISTORY     - 1963     GOOD             NGS
 GX1753
 GX1753                          STATION DESCRIPTION
 GX1753
 GX1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1753'AT TAZEWELL.
 GX1753'ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 75 YARDS EAST OF
 GX1753'THE EAST END OF THE STATION (TAZEWELL) AT NORTH TAZEWELL, ABOUT
 GX1753'74 YARDS EAST OF THE NORTHEAST CORNER OF THE POST OFFICE, IN THE
 GX1753'NORTHWEST CORNER OF A YARDS FOR A TWO STORY WHITE PAINTED HOUSE,
 GX1753'17 FEET SOUTH OF THE CENTER LINE OF A BLACK TOP ROAD PARALLEL
 GX1753'WITH THE TRACK, 10-FEET EAST OF THE SECOND POWER LINE POLE EAST
 GX1753'OF THE STATION, IN TOP OF THE EAST END OF A LOW ROCK CUT, 3 FEET
 GX1753'WEST OF THE EAST END OF THE ROCK, AND ABOUT 6 FEET ABOVE THE
 GX1753'LEVEL OF THE TRACK.
 GX1753
 GX1753                          STATION RECOVERY (1963)
 GX1753
 GX1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0512 ***********************************************************************
 FX0512  DESIGNATION -  B 6 C OF N
 FX0512  PID         -  FX0512
 FX0512  STATE/COUNTY-  VA/C OF NORFOLK
 FX0512  USGS QUAD   -  KEMPSVILLE (1986)
 FX0512
 FX0512                         *CURRENT SURVEY CONTROL
 FX0512  ___________________________________________________________________
 FX0512* NAD 83(1986)-  36 51 14.     (N)    076 14 19.     (W)     SCALED    
 FX0512* NAVD 88     -         3.736  (meters)      12.26   (feet)  ADJUSTED  
 FX0512  ___________________________________________________________________
 FX0512  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 FX0512  DYNAMIC HT  -           3.733 (meters)      12.25  (feet)  COMP
 FX0512  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 FX0512
 FX0512  VERT ORDER  -  FIRST     CLASS I
 FX0512
 FX0512.The horizontal coordinates were scaled from a topographic map and have
 FX0512.an estimated accuracy of +/- 6 seconds.
 FX0512
 FX0512.The orthometric height was determined by differential leveling
 FX0512.and adjusted by the National Geodetic Survey in June 1991..
 FX0512
 FX0512.The geoid height was determined by GEOID03.
 FX0512
 FX0512.The dynamic height is computed by dividing the NAVD 88
 FX0512.geopotential number by the normal gravity value computed on the
 FX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0512.degrees latitude (g = 980.6199 gals.).
 FX0512
 FX0512.The modeled gravity was interpolated from observed gravity values.
 FX0512
 FX0512;                    North         East    Units  Estimated Accuracy
 FX0512;SPC VA S     - 1,060,180.    3,701,650.      MT  (+/- 180 meters Scaled)
 FX0512
 FX0512                          SUPERSEDED SURVEY CONTROL
 FX0512
 FX0512  NGVD 29 (??/??/92)    3.988  (m)           13.08   (f) ADJ UNCH    1 1
 FX0512
 FX0512.Superseded values are not recommended for survey control.
 FX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0512.See file dsdata.txt to determine how the superseded data were derived.
 FX0512
 FX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF895793(NAD 83)
 FX0512_MARKER: DD = SURVEY DISK
 FX0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0512_STAMPING: B 6
 FX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0512+STABILITY: SURFACE MOTION
 FX0512
 FX0512  HISTORY     - Date     Condition        Report By
 FX0512  HISTORY     - UNK      MONUMENTED       VA1760
 FX0512  HISTORY     - 1963     GOOD             NGS
 FX0512  HISTORY     - 1978     GOOD             NGS
 FX0512
 FX0512                          STATION DESCRIPTION
 FX0512
 FX0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0512'AT NORFOLK.
 FX0512'AT NORFOLK, AT THE INTERSECTION OF U.S. HIGHWAY 58 AND INGLESIDE
 FX0512'ROAD, AT THE INGLESIDE SCHOOL GROUNDS, 51 FEET NORTH OF THE
 FX0512'NORTHWEST MOST PIPE COLUMN SUPPORTING CANOPY LEADING TO NORTH
 FX0512'ENTRANCE TO SCHOOL, 153 FEET SOUTH OF THE CENTER LINE OF THE
 FX0512'EAST-BOUND LANE OF U.S. HIGHWAY 58, 27 FEET SOUTHEAST OF A LONE
 FX0512'16 INCH MAPLE TREE, 33 FEET WEST OF THE EAST CURB OF A CIRCULAR
 FX0512'DRIVE, 59 FEET EAST OF WEST CURB, 87 FEET NORTH-NORTHEAST OF
 FX0512'NORTHWEST CORNER OF THE SCHOOL BUILDING, ABOUT 1/2 FEET ABOVE
 FX0512'THE LEVEL OF THE DRIVEWAY, AND SET IN TOP OF A CONCRETE POST
 FX0512'THAT IS ABOUT 1 INCH UNDERGROUND.
 FX0512
 FX0512                          STATION RECOVERY (1978)
 FX0512
 FX0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1414 ***********************************************************************
 FY1414  DESIGNATION -  B 60
 FY1414  PID         -  FY1414
 FY1414  STATE/COUNTY-  VA/HENRY
 FY1414  USGS QUAD   -  AXTON (1983)
 FY1414
 FY1414                         *CURRENT SURVEY CONTROL
 FY1414  ___________________________________________________________________
 FY1414* NAD 83(1986)-  36 40 12.     (N)    079 44 19.     (W)     SCALED    
 FY1414* NAVD 88     -       297.130  (meters)     974.83   (feet)  POSTED    
 FY1414  ___________________________________________________________________
 FY1414  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 FY1414  DYNAMIC HT  -         296.870 (meters)     973.98  (feet)  COMP
 FY1414  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FY1414
 FY1414  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FY1414
 FY1414.The horizontal coordinates were scaled from a topographic map and have
 FY1414.an estimated accuracy of +/- 6 seconds.
 FY1414
 FY1414.The orthometric height was determined by differential leveling
 FY1414.and adjusted by the National Geodetic Survey in 1992..
 FY1414.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FY1414.rate of 2.1 thru 3.0 mm/km.
 FY1414
 FY1414.The geoid height was determined by GEOID03.
 FY1414
 FY1414.The dynamic height is computed by dividing the NAVD 88
 FY1414.geopotential number by the normal gravity value computed on the
 FY1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1414.degrees latitude (g = 980.6199 gals.).
 FY1414
 FY1414.The modeled gravity was interpolated from observed gravity values.
 FY1414
 FY1414;                    North         East    Units  Estimated Accuracy
 FY1414;SPC VA S     - 1,038,090.    3,389,280.      MT  (+/- 180 meters Scaled)
 FY1414
 FY1414                          SUPERSEDED SURVEY CONTROL
 FY1414
 FY1414  NGVD 29 (??/??/92)  297.333  (m)          975.50   (f) ADJ UNCH    2 0
 FY1414
 FY1414.Superseded values are not recommended for survey control.
 FY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1414.See file dsdata.txt to determine how the superseded data were derived.
 FY1414
 FY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA127590(NAD 83)
 FY1414_MARKER: DB = BENCH MARK DISK
 FY1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1414_STAMPING: B 60 1935
 FY1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1414+STABILITY: SURFACE MOTION
 FY1414
 FY1414  HISTORY     - Date     Condition        Report By
 FY1414  HISTORY     - 1935     MONUMENTED       CGS
 FY1414  HISTORY     - 1964     MARK NOT FOUND   NGS
 FY1414
 FY1414                          STATION DESCRIPTION
 FY1414
 FY1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1414'1.9 MI NW FROM AXTON.
 FY1414'1.9 MILES NORTHWEST ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FY1414'THE STATION AT AXTON, HENRY COUNTY, ABOUT 130 YARDS SOUTHEAST OF
 FY1414'THE STATION AT BURNT CHIMNEYS, ABOUT 0.1 MILE NORTHWEST OF
 FY1414'MILEPOST 32, AT A FARM-ROAD CROSSING, 41 FEET NORTHWEST OF THE
 FY1414'CENTER LINE OF THE ROAD, AND 22 FEET SOUTHWEST OF THE SOUTHWEST
 FY1414'RAIL.  A STANDARD DISK, STAMPED B 60 1935 AND SET IN THE TOP
 FY1414'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0028 ***********************************************************************
 FZ0028  DESIGNATION -  B 61
 FZ0028  PID         -  FZ0028
 FZ0028  STATE/COUNTY-  VA/FLOYD
 FZ0028  USGS QUAD   -  WOOLWINE (1982)
 FZ0028
 FZ0028                         *CURRENT SURVEY CONTROL
 FZ0028  ___________________________________________________________________
 FZ0028* NAD 83(1986)-  36 50 56.     (N)    080 19 04.     (W)     SCALED    
 FZ0028* NAVD 88     -       789.855  (meters)    2591.38   (feet)  POSTED    
 FZ0028  ___________________________________________________________________
 FZ0028  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FZ0028  DYNAMIC HT  -         789.120 (meters)    2588.97  (feet)  COMP
 FZ0028  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 FZ0028
 FZ0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0028
 FZ0028.The horizontal coordinates were scaled from a topographic map and have
 FZ0028.an estimated accuracy of +/- 6 seconds.
 FZ0028
 FZ0028.The orthometric height was determined by differential leveling
 FZ0028.and adjusted by the National Geodetic Survey in 1992..
 FZ0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0028.rate of 0.0 thru 1.0 mm/km.
 FZ0028
 FZ0028.The geoid height was determined by GEOID03.
 FZ0028
 FZ0028.The dynamic height is computed by dividing the NAVD 88
 FZ0028.geopotential number by the normal gravity value computed on the
 FZ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0028.degrees latitude (g = 980.6199 gals.).
 FZ0028
 FZ0028.The modeled gravity was interpolated from observed gravity values.
 FZ0028
 FZ0028;                    North         East    Units  Estimated Accuracy
 FZ0028;SPC VA S     - 1,058,770.    3,337,890.      MT  (+/- 180 meters Scaled)
 FZ0028
 FZ0028                          SUPERSEDED SURVEY CONTROL
 FZ0028
 FZ0028  NGVD 29 (??/??/92)  789.981  (m)         2591.80   (f) ADJ UNCH    2 0
 FZ0028
 FZ0028.Superseded values are not recommended for survey control.
 FZ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0028.See file dsdata.txt to determine how the superseded data were derived.
 FZ0028
 FZ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA608783(NAD 83)
 FZ0028_MARKER: DB = BENCH MARK DISK
 FZ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0028_STAMPING: B 61 1935
 FZ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0028+STABILITY: SURFACE MOTION
 FZ0028
 FZ0028  HISTORY     - Date     Condition        Report By
 FZ0028  HISTORY     - 1935     MONUMENTED       CGS
 FZ0028  HISTORY     - 1963     MARK NOT FOUND   NGS
 FZ0028  HISTORY     - 1967     MARK NOT FOUND   USGS
 FZ0028
 FZ0028                          STATION DESCRIPTION
 FZ0028
 FZ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0028'5.8 MI S FROM FLOYD.
 FZ0028'5.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE COUNTY COURTHOUSE AT
 FZ0028'FLOYD, FLOYD COUNTY, ABOUT 1.0 MILE NORTH OF THE FLOYD-PATRICK COUNTY
 FZ0028'LINE, 0.5 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 711, ON THE NORTH
 FZ0028'SLOPE OF A HILL, 30 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 FZ0028'HIGHWAY 8, 60 FEET SOUTH OF A CORNER OF A RAIL FENCE, AND 4.0
 FZ0028'FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED B 61
 FZ0028'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FZ0028'4 INCHES ABOVE GROUND.
 FZ0028
 FZ0028                          STATION RECOVERY (1967)
 FZ0028
 FZ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FZ0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0233 ***********************************************************************
 GW0233  DESIGNATION -  B 65
 GW0233  PID         -  GW0233
 GW0233  STATE/COUNTY-  VA/CUMBERLAND
 GW0233  USGS QUAD   -  FARMVILLE (1981)
 GW0233
 GW0233                         *CURRENT SURVEY CONTROL
 GW0233  ___________________________________________________________________
 GW0233* NAD 83(1986)-  37 20 18.     (N)    078 23 23.     (W)     SCALED    
 GW0233* NAVD 88     -       148.195  (meters)     486.20   (feet)  ADJUSTED  
 GW0233  ___________________________________________________________________
 GW0233  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GW0233  DYNAMIC HT  -         148.089 (meters)     485.86  (feet)  COMP
 GW0233  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 GW0233
 GW0233  VERT ORDER  -  SECOND    CLASS 0
 GW0233
 GW0233.The horizontal coordinates were scaled from a topographic map and have
 GW0233.an estimated accuracy of +/- 6 seconds.
 GW0233
 GW0233.The orthometric height was determined by differential leveling
 GW0233.and adjusted by the National Geodetic Survey in June 1991..
 GW0233
 GW0233.The geoid height was determined by GEOID03.
 GW0233
 GW0233.The dynamic height is computed by dividing the NAVD 88
 GW0233.geopotential number by the normal gravity value computed on the
 GW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0233.degrees latitude (g = 980.6199 gals.).
 GW0233
 GW0233.The modeled gravity was interpolated from observed gravity values.
 GW0233
 GW0233;                    North         East    Units  Estimated Accuracy
 GW0233;SPC VA S     - 1,111,540.    3,509,770.      MT  (+/- 180 meters Scaled)
 GW0233
 GW0233                          SUPERSEDED SURVEY CONTROL
 GW0233
 GW0233  NGVD 29 (??/??/92)  148.463  (m)          487.08   (f) ADJ UNCH    2 0
 GW0233
 GW0233.Superseded values are not recommended for survey control.
 GW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0233.See file dsdata.txt to determine how the superseded data were derived.
 GW0233
 GW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB312356(NAD 83)
 GW0233_MARKER: DB = BENCH MARK DISK
 GW0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0233_STAMPING: B 65 1935
 GW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0233+STABILITY: SURFACE MOTION
 GW0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0233+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0233
 GW0233  HISTORY     - Date     Condition        Report By
 GW0233  HISTORY     - 1935     MONUMENTED       CGS
 GW0233  HISTORY     - 1963     GOOD             NGS
 GW0233  HISTORY     - 19970301 GOOD             USPSQD
 GW0233  HISTORY     - 20011003 GOOD             USPSQD
 GW0233  HISTORY     - 20060119 GOOD             USPSQD
 GW0233
 GW0233                          STATION DESCRIPTION
 GW0233
 GW0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0233'2.2 MI N FROM FARMVILLE.
 GW0233'IN CUMBERLAND COUNTY, ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY
 GW0233'45 FROM THE APPOMATTOX RIVER BRIDGE AT FARMVILLE, PRINCE EDWARD
 GW0233'COUNTY, 0.6 MILE SOUTH OF THE CUMBERLAND PRESBYTERIAN CHURCH, ON
 GW0233'THE OUTSIDE OF A CURVE IN THE HIGHWAY, 21 FEET WEST OF THE CENTER
 GW0233'LINE OF THE HIGHWAY, 6 FEET SOUTHWEST OF A LARGE TREE IN THE
 GW0233'SOUTHEAST CORNER OF A PASTURE, AND 2 FEET SOUTH OF A PASTURE
 GW0233'FENCE.  A STANDARD DISK, STAMPED B 65 1935 AND SET IN THE TOP
 GW0233'OF A CONCRETE POST.  NOTE-- THE MARK IS NOW 65 FEET WEST OF THE
 GW0233'CENTERLINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A TELEPHONE POLE
 GW0233'AND 0.5 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 GW0233
 GW0233                          STATION RECOVERY (1997)
 GW0233
 GW0233'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0233'RECOVERED IN GOOD CONDITION.
 GW0233
 GW0233                          STATION RECOVERY (2001)
 GW0233
 GW0233'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0233'RECOVERED IN GOOD CONDITION.
 GW0233
 GW0233                          STATION RECOVERY (2006)
 GW0233
 GW0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0218 ***********************************************************************
 GW0218  DESIGNATION -  B 66
 GW0218  PID         -  GW0218
 GW0218  STATE/COUNTY-  VA/BUCKINGHAM
 GW0218  USGS QUAD   -  HILLCREST (1987)
 GW0218
 GW0218                         *CURRENT SURVEY CONTROL
 GW0218  ___________________________________________________________________
 GW0218* NAD 83(1986)-  37 29 38.     (N)    078 21 22.     (W)     SCALED    
 GW0218* NAVD 88     -       106.853  (meters)     350.57   (feet)  ADJUSTED  
 GW0218  ___________________________________________________________________
 GW0218  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW0218  DYNAMIC HT  -         106.779 (meters)     350.32  (feet)  COMP
 GW0218  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 GW0218
 GW0218  VERT ORDER  -  SECOND    CLASS 0
 GW0218
 GW0218.The horizontal coordinates were scaled from a topographic map and have
 GW0218.an estimated accuracy of +/- 6 seconds.
 GW0218
 GW0218.The orthometric height was determined by differential leveling
 GW0218.and adjusted by the National Geodetic Survey in June 1991..
 GW0218
 GW0218.The geoid height was determined by GEOID03.
 GW0218
 GW0218.The dynamic height is computed by dividing the NAVD 88
 GW0218.geopotential number by the normal gravity value computed on the
 GW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0218.degrees latitude (g = 980.6199 gals.).
 GW0218
 GW0218.The modeled gravity was interpolated from observed gravity values.
 GW0218
 GW0218;                    North         East    Units  Estimated Accuracy
 GW0218;SPC VA S     - 1,128,800.    3,512,720.      MT  (+/- 180 meters Scaled)
 GW0218
 GW0218                          SUPERSEDED SURVEY CONTROL
 GW0218
 GW0218  NGVD 29 (??/??/92)  107.118  (m)          351.44   (f) ADJ UNCH    2 0
 GW0218
 GW0218.Superseded values are not recommended for survey control.
 GW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0218.See file dsdata.txt to determine how the superseded data were derived.
 GW0218
 GW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB337529(NAD 83)
 GW0218_MARKER: DB = BENCH MARK DISK
 GW0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0218_STAMPING: B 66 1935
 GW0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0218+STABILITY: SURFACE MOTION
 GW0218
 GW0218  HISTORY     - Date     Condition        Report By
 GW0218  HISTORY     - 1935     MONUMENTED       CGS
 GW0218  HISTORY     - 1963     GOOD             NGS
 GW0218  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0218  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0218  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0218  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 GW0218
 GW0218                          STATION DESCRIPTION
 GW0218
 GW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0218'6.8 MI W FROM CUMBERLAND.
 GW0218'IN BUCKINGHAM COUNTY, 6.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM
 GW0218'THE COUNTY COURTHOUSE AT CUMBERLAND, CUMBERLAND COUNTY, ABOUT 2
 GW0218'MILES WEST OF THE WILLIS RIVER BRIDGE, AND 37 FEET NORTH OF THE
 GW0218'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 66 1935
 GW0218'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 GW0218'GROUND.  NOTE-- A STEEL WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 GW0218
 GW0218                          STATION RECOVERY (2001)
 GW0218
 GW0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0218'MARK NOT FOUND.
 GW0218
 GW0218                          STATION RECOVERY (2001)
 GW0218
 GW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0218
 GW0218                          STATION RECOVERY (2001)
 GW0218
 GW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0218
 GW0218                          STATION RECOVERY (2005)
 GW0218
 GW0218'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GW0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1943 ***********************************************************************
 GV1943  DESIGNATION -  B 67
 GV1943  PID         -  GV1943
 GV1943  STATE/COUNTY-  VA/DINWIDDIE
 GV1943  USGS QUAD   -  PETERSBURG (1994)
 GV1943
 GV1943                         *CURRENT SURVEY CONTROL
 GV1943  ___________________________________________________________________
 GV1943* NAD 83(1986)-  37 13 07.     (N)    077 28 16.     (W)     SCALED    
 GV1943* NAVD 88     -        41.681  (meters)     136.75   (feet)  ADJUSTED  
 GV1943  ___________________________________________________________________
 GV1943  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GV1943  DYNAMIC HT  -          41.650 (meters)     136.65  (feet)  COMP
 GV1943  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 GV1943
 GV1943  VERT ORDER  -  SECOND    CLASS 0
 GV1943
 GV1943.The horizontal coordinates were scaled from a topographic map and have
 GV1943.an estimated accuracy of +/- 6 seconds.
 GV1943
 GV1943.The orthometric height was determined by differential leveling
 GV1943.and adjusted by the National Geodetic Survey in June 1991..
 GV1943
 GV1943.The geoid height was determined by GEOID03.
 GV1943
 GV1943.The dynamic height is computed by dividing the NAVD 88
 GV1943.geopotential number by the normal gravity value computed on the
 GV1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1943.degrees latitude (g = 980.6199 gals.).
 GV1943
 GV1943.The modeled gravity was interpolated from observed gravity values.
 GV1943
 GV1943;                    North         East    Units  Estimated Accuracy
 GV1943;SPC VA S     - 1,098,740.    3,591,310.      MT  (+/- 180 meters Scaled)
 GV1943
 GV1943                          SUPERSEDED SURVEY CONTROL
 GV1943
 GV1943  NGVD 29 (??/??/??)   42.022  (m)          137.87   (f) ADJUSTED    2 0
 GV1943
 GV1943.Superseded values are not recommended for survey control.
 GV1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1943.See file dsdata.txt to determine how the superseded data were derived.
 GV1943
 GV1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG807219(NAD 83)
 GV1943_MARKER: DB = BENCH MARK DISK
 GV1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1943_STAMPING: B 67 1935
 GV1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1943+STABILITY: SURFACE MOTION
 GV1943
 GV1943  HISTORY     - Date     Condition        Report By
 GV1943  HISTORY     - 1935     MONUMENTED       CGS
 GV1943  HISTORY     - 1942     GOOD             CGS
 GV1943  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1943
 GV1943                          STATION DESCRIPTION
 GV1943
 GV1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1943'4.1 MI W FROM PETERSBURG.
 GV1943'4.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GV1943'STATION AT PETERSBURG, DINWIDDIE COUNTY, 140 FEET EAST OF
 GV1943'BRIDGE NO. 31 A OVER AN OLD STREET-CAR TRACK, IN THE NORTHWEST
 GV1943'CORNER, OF THE GROUNDS OF A TWO-STORY FRAME BUILDING, 31 FEET
 GV1943'SOUTH OF THE SOUTH RAIL, 14.5 FEET NORTHEAST OF THE CORNER
 GV1943'POST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET SOUTHWEST OF A
 GV1943'TELEPHONE POLE.  A STANDARD DISK, STAMPED B 67 1935 AND SET
 GV1943'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1943
 GV1943                          STATION RECOVERY (2001)
 GV1943
 GV1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0274 ***********************************************************************
 GW0274  DESIGNATION -  B 68
 GW0274  PID         -  GW0274
 GW0274  STATE/COUNTY-  VA/NOTTOWAY
 GW0274  USGS QUAD   -  CREWE WEST (1987)
 GW0274
 GW0274                         *CURRENT SURVEY CONTROL
 GW0274  ___________________________________________________________________
 GW0274* NAD 83(1986)-  37 11 19.     (N)    078 10 21.     (W)     SCALED    
 GW0274* NAVD 88     -       150.660  (meters)     494.29   (feet)  ADJUSTED  
 GW0274  ___________________________________________________________________
 GW0274  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GW0274  DYNAMIC HT  -         150.551 (meters)     493.93  (feet)  COMP
 GW0274  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 GW0274
 GW0274  VERT ORDER  -  SECOND    CLASS 0
 GW0274
 GW0274.The horizontal coordinates were scaled from a topographic map and have
 GW0274.an estimated accuracy of +/- 6 seconds.
 GW0274
 GW0274.The orthometric height was determined by differential leveling
 GW0274.and adjusted by the National Geodetic Survey in June 1991..
 GW0274
 GW0274.The geoid height was determined by GEOID03.
 GW0274
 GW0274.The dynamic height is computed by dividing the NAVD 88
 GW0274.geopotential number by the normal gravity value computed on the
 GW0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0274.degrees latitude (g = 980.6199 gals.).
 GW0274
 GW0274.The modeled gravity was interpolated from observed gravity values.
 GW0274
 GW0274;                    North         East    Units  Estimated Accuracy
 GW0274;SPC VA S     - 1,094,960.    3,529,080.      MT  (+/- 180 meters Scaled)
 GW0274
 GW0274                          SUPERSEDED SURVEY CONTROL
 GW0274
 GW0274  NGVD 29 (??/??/92)  150.892  (m)          495.05   (f) ADJ UNCH    2 0
 GW0274
 GW0274.Superseded values are not recommended for survey control.
 GW0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0274.See file dsdata.txt to determine how the superseded data were derived.
 GW0274
 GW0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB509195(NAD 83)
 GW0274_MARKER: DB = BENCH MARK DISK
 GW0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0274_STAMPING: B 68 1935
 GW0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0274+STABILITY: SURFACE MOTION
 GW0274
 GW0274  HISTORY     - Date     Condition        Report By
 GW0274  HISTORY     - 1935     MONUMENTED       CGS
 GW0274  HISTORY     - 1965     GOOD             NGS
 GW0274  HISTORY     - 19960221 GOOD             USPSQD
 GW0274  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0274  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0274
 GW0274                          STATION DESCRIPTION
 GW0274
 GW0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0274'1.6 MI E FROM BURKEVILLE.
 GW0274'1.6 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0274'STATION AT BURKEVILLE, NOTTOWAY COUNTY, AT A COAL LOADER, 67
 GW0274'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 35.6 FEET
 GW0274'SOUTHEAST OF A GATEPOST, 30 FEET NORTH OF A COAL PIT, AND 3 FEET
 GW0274'NORTH OF A POLE.  A STANDARD DISK, STAMPED B 68 1935 AND SET IN
 GW0274'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0274
 GW0274                          STATION RECOVERY (1996)
 GW0274
 GW0274'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0274'RECOVERED IN GOOD CONDITION.
 GW0274
 GW0274                          STATION RECOVERY (2000)
 GW0274
 GW0274'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0274'MARK NOT FOUND.
 GW0274
 GW0274                          STATION RECOVERY (2001)
 GW0274
 GW0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0462 ***********************************************************************
 GW0462  DESIGNATION -  B 69
 GW0462  PID         -  GW0462
 GW0462  STATE/COUNTY-  VA/APPOMATTOX
 GW0462  USGS QUAD   -  APPOMATTOX (1984)
 GW0462
 GW0462                         *CURRENT SURVEY CONTROL
 GW0462  ___________________________________________________________________
 GW0462* NAD 83(1986)-  37 18 20.     (N)    078 45 42.     (W)     SCALED    
 GW0462* NAVD 88     -       223.028  (meters)     731.72   (feet)  ADJUSTED  
 GW0462  ___________________________________________________________________
 GW0462  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GW0462  DYNAMIC HT  -         222.867 (meters)     731.19  (feet)  COMP
 GW0462  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 GW0462
 GW0462  VERT ORDER  -  SECOND    CLASS 0
 GW0462
 GW0462.The horizontal coordinates were scaled from a topographic map and have
 GW0462.an estimated accuracy of +/- 6 seconds.
 GW0462
 GW0462.The orthometric height was determined by differential leveling
 GW0462.and adjusted by the National Geodetic Survey in June 1991..
 GW0462
 GW0462.The geoid height was determined by GEOID03.
 GW0462
 GW0462.The dynamic height is computed by dividing the NAVD 88
 GW0462.geopotential number by the normal gravity value computed on the
 GW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0462.degrees latitude (g = 980.6199 gals.).
 GW0462
 GW0462.The modeled gravity was interpolated from observed gravity values.
 GW0462
 GW0462;                    North         East    Units  Estimated Accuracy
 GW0462;SPC VA S     - 1,107,920.    3,476,800.      MT  (+/- 180 meters Scaled)
 GW0462
 GW0462                          SUPERSEDED SURVEY CONTROL
 GW0462
 GW0462  NGVD 29 (??/??/92)  223.142  (m)          732.09   (f) ADJ UNCH    2 0
 GW0462
 GW0462.Superseded values are not recommended for survey control.
 GW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0462.See file dsdata.txt to determine how the superseded data were derived.
 GW0462
 GW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB983311(NAD 83)
 GW0462_MARKER: DB = BENCH MARK DISK
 GW0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0462_STAMPING: B 69 1935
 GW0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0462+STABILITY: SURFACE MOTION
 GW0462
 GW0462  HISTORY     - Date     Condition        Report By
 GW0462  HISTORY     - 1935     MONUMENTED       CGS
 GW0462  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 GW0462  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0462
 GW0462                          STATION DESCRIPTION
 GW0462
 GW0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0462'0.6 MI SE FROM EVERGREEN.
 GW0462'0.6 MILE SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0462'STATION AT EVERGREEN, APPOMATTOX COUNTY, 40 YARDS SOUTHWEST
 GW0462'OF MILEPOST 175, AT A ROAD CROSSING, 51 FEET SOUTH OF THE SOUTH
 GW0462'RAIL, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET WEST
 GW0462'OF A GATEPOST, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 GW0462'STANDARD DISK, STAMPED B 69 1935 AND SET IN THE TOP OF A CONCRETE
 GW0462'POST PROJECTING 3 INCHES ABOVE GROUND.
 GW0462
 GW0462                          STATION RECOVERY (1997)
 GW0462
 GW0462'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0462'MARK NOT FOUND.
 GW0462
 GW0462                          STATION RECOVERY (2005)
 GW0462
 GW0462'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0462'MOUNMENT FOUND DISC MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1013 ***********************************************************************
 FX1013  DESIGNATION -  B 70
 FX1013  PID         -  FX1013
 FX1013  STATE/COUNTY-  VA/C OF SUFFOLK
 FX1013  USGS QUAD   -  SUFFOLK (1997)
 FX1013
 FX1013                         *CURRENT SURVEY CONTROL
 FX1013  ___________________________________________________________________
 FX1013* NAD 83(1986)-  36 39 54.     (N)    076 36 01.     (W)     SCALED    
 FX1013* NAVD 88     -        19.847  (meters)      65.11   (feet)  POSTED    
 FX1013  ___________________________________________________________________
 FX1013  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 FX1013  DYNAMIC HT  -          19.830 (meters)      65.06  (feet)  COMP
 FX1013  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 FX1013
 FX1013  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1013
 FX1013.The horizontal coordinates were scaled from a topographic map and have
 FX1013.an estimated accuracy of +/- 6 seconds.
 FX1013
 FX1013.The orthometric height was determined by differential leveling
 FX1013.and adjusted by the National Geodetic Survey in 1992..
 FX1013.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1013.rate of 1.1 thru 2.0 mm/km.
 FX1013
 FX1013.The geoid height was determined by GEOID03.
 FX1013
 FX1013.The dynamic height is computed by dividing the NAVD 88
 FX1013.geopotential number by the normal gravity value computed on the
 FX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1013.degrees latitude (g = 980.6199 gals.).
 FX1013
 FX1013.The modeled gravity was interpolated from observed gravity values.
 FX1013
 FX1013;                    North         East    Units  Estimated Accuracy
 FX1013;SPC VA S     - 1,038,520.    3,669,830.      MT  (+/- 180 meters Scaled)
 FX1013
 FX1013                          SUPERSEDED SURVEY CONTROL
 FX1013
 FX1013  NGVD 29 (??/??/92)   20.276  (m)           66.52   (f) ADJ UNCH    2 0
 FX1013
 FX1013.Superseded values are not recommended for survey control.
 FX1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1013.See file dsdata.txt to determine how the superseded data were derived.
 FX1013
 FX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF569589(NAD 83)
 FX1013_MARKER: DB = BENCH MARK DISK
 FX1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1013_STAMPING: B 70 1935
 FX1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1013+STABILITY: SURFACE MOTION
 FX1013
 FX1013  HISTORY     - Date     Condition        Report By
 FX1013  HISTORY     - 1935     MONUMENTED       CGS
 FX1013  HISTORY     - 1960     GOOD             NGS
 FX1013
 FX1013                          STATION DESCRIPTION
 FX1013
 FX1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1013'4.3 MI S FROM SUFFOLK.
 FX1013'4.3 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1013'THE STATION AT SUFFOLK, NANSEMOND COUNTY, 0.3 MILE SOUTH OF
 FX1013'THE CROSSING OF A GRADED ROAD, 0.2 MILE NORTH OF THE CROSSING
 FX1013'OF SECONDARY STATE HIGHWAY 674, 841 FEET SOUTH OF MILEPOST
 FX1013'B 212, 196 FEET SOUTH OF A WHISTLE POST, 19.5 FEET EAST OF
 FX1013'THE EAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FX1013'A STANDARD DISK, STAMPED B 70 1935 AND SET IN THE TOP OF A
 FX1013'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  A U.S.C. AND
 FX1013'G.S. WITNESS SIGN WAS PLACED 1 FOOT SOUTH OF THE MARK AT THIS
 FX1013'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1040 ***********************************************************************
 FX1040  DESIGNATION -  B 71
 FX1040  PID         -  FX1040
 FX1040  STATE/COUNTY-  VA/SUSSEX
 FX1040  USGS QUAD   -  JARRATT (1986)
 FX1040
 FX1040                         *CURRENT SURVEY CONTROL
 FX1040  ___________________________________________________________________
 FX1040* NAD 83(1986)-  36 51 43.     (N)    077 26 06.     (W)     SCALED    
 FX1040* NAVD 88     -        33.612  (meters)     110.28   (feet)  ADJUSTED  
 FX1040  ___________________________________________________________________
 FX1040  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 FX1040  DYNAMIC HT  -          33.586 (meters)     110.19  (feet)  COMP
 FX1040  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 FX1040
 FX1040  VERT ORDER  -  SECOND    CLASS 0
 FX1040
 FX1040.The horizontal coordinates were scaled from a topographic map and have
 FX1040.an estimated accuracy of +/- 6 seconds.
 FX1040
 FX1040.The orthometric height was determined by differential leveling
 FX1040.and adjusted by the National Geodetic Survey in June 1991..
 FX1040
 FX1040.The geoid height was determined by GEOID03.
 FX1040
 FX1040.The dynamic height is computed by dividing the NAVD 88
 FX1040.geopotential number by the normal gravity value computed on the
 FX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1040.degrees latitude (g = 980.6199 gals.).
 FX1040
 FX1040.The modeled gravity was interpolated from observed gravity values.
 FX1040
 FX1040;                    North         East    Units  Estimated Accuracy
 FX1040;SPC VA S     - 1,059,200.    3,594,970.      MT  (+/- 180 meters Scaled)
 FX1040
 FX1040                          SUPERSEDED SURVEY CONTROL
 FX1040
 FX1040  NGVD 29 (??/??/92)   33.976  (m)          111.47   (f) ADJ UNCH    2 0
 FX1040
 FX1040.Superseded values are not recommended for survey control.
 FX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1040.See file dsdata.txt to determine how the superseded data were derived.
 FX1040
 FX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF829823(NAD 83)
 FX1040_MARKER: DB = BENCH MARK DISK
 FX1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1040_STAMPING: B 71 1935
 FX1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1040+STABILITY: SURFACE MOTION
 FX1040
 FX1040  HISTORY     - Date     Condition        Report By
 FX1040  HISTORY     - 1935     MONUMENTED       CGS
 FX1040  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1040  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX1040  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1040
 FX1040                          STATION DESCRIPTION
 FX1040
 FX1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1040'3.9 MI N FROM JARRATT.
 FX1040'3.9 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 FX1040'STATION AT JARRATT, SUSSEX COUNTY, ABOUT 0.5 MILE SOUTH OF MILEPOST
 FX1040'R 49, ABOUT 68 FEET NORTH OF SEMAPHORE 49.6, ABOUT 42 FEET
 FX1040'NORTHEAST OF THE CENTER OF A ROAD CROSSING, AND ABOUT 31 FEET EAST
 FX1040'OF THE EAST RAIL OF THE EAST TRACK.  A STANDARD DISK, STAMPED
 FX1040'B 71 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FX1040'5 INCHES ABOVE GROUND.
 FX1040
 FX1040                          STATION RECOVERY (1997)
 FX1040
 FX1040'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1040'MARK NOT FOUND.
 FX1040
 FX1040                          STATION RECOVERY (2002)
 FX1040
 FX1040'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0500 ***********************************************************************
 GX0500  DESIGNATION -  B 73
 GX0500  PID         -  GX0500
 GX0500  STATE/COUNTY-  VA/PULASKI
 GX0500  USGS QUAD   -  RADFORD NORTH (1984)
 GX0500
 GX0500                         *CURRENT SURVEY CONTROL
 GX0500  ___________________________________________________________________
 GX0500* NAD 83(1986)-  37 11 04.     (N)    080 34 41.     (W)     SCALED    
 GX0500* NAVD 88     -       526.212  (meters)    1726.41   (feet)  ADJUSTED  
 GX0500  ___________________________________________________________________
 GX0500  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX0500  DYNAMIC HT  -         525.746 (meters)    1724.88  (feet)  COMP
 GX0500  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 GX0500
 GX0500  VERT ORDER  -  SECOND    CLASS 0
 GX0500
 GX0500.The horizontal coordinates were scaled from a topographic map and have
 GX0500.an estimated accuracy of +/- 6 seconds.
 GX0500
 GX0500.The orthometric height was determined by differential leveling
 GX0500.and adjusted by the National Geodetic Survey in June 1991..
 GX0500
 GX0500.The geoid height was determined by GEOID03.
 GX0500
 GX0500.The dynamic height is computed by dividing the NAVD 88
 GX0500.geopotential number by the normal gravity value computed on the
 GX0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0500.degrees latitude (g = 980.6199 gals.).
 GX0500
 GX0500.The modeled gravity was interpolated from observed gravity values.
 GX0500
 GX0500;                    North         East    Units  Estimated Accuracy
 GX0500;SPC VA S     - 1,096,480.    3,315,500.      MT  (+/- 180 meters Scaled)
 GX0500
 GX0500                          SUPERSEDED SURVEY CONTROL
 GX0500
 GX0500  NGVD 29 (??/??/92)  526.332  (m)         1726.81   (f) ADJ UNCH    2 0
 GX0500
 GX0500.Superseded values are not recommended for survey control.
 GX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0500.See file dsdata.txt to determine how the superseded data were derived.
 GX0500
 GX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB374154(NAD 83)
 GX0500_MARKER: DB = BENCH MARK DISK
 GX0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0500_STAMPING: B 73 1935
 GX0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0500+STABILITY: SURFACE MOTION
 GX0500
 GX0500  HISTORY     - Date     Condition        Report By
 GX0500  HISTORY     - 1935     MONUMENTED       CGS
 GX0500  HISTORY     - 1935     GOOD             NGS
 GX0500
 GX0500                          STATION DESCRIPTION
 GX0500
 GX0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0500'AT COWAN.
 GX0500'AT COWAN, ON THE NORFOLK AND WESTERN RAILWAY, 37 YARDS WEST OF
 GX0500'THE WEST SIDE OF THE STATION, 80 FEET WEST OF THE WEST SIDE OF
 GX0500'THE SWITCH-CONTROL TOWER, 37 FEET WEST OF THE WEST RAIL, AND
 GX0500'18 FEET SOUTH OF THE EAST END OF A 30-INCH CORRUGATED-IRON
 GX0500'CULVERT UNDER A ROAD LEADING TO A HOUSE.  A STANDARD DISK,
 GX0500'STAMPED B 73 1935 AND SET IN THE TOP OF A CONCRETE POST
 GX0500'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0781 ***********************************************************************
 FY0781  DESIGNATION -  B 74
 FY0781  PID         -  FY0781
 FY0781  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0781  USGS QUAD   -  DANVILLE (1984)
 FY0781
 FY0781                         *CURRENT SURVEY CONTROL
 FY0781  ___________________________________________________________________
 FY0781* NAD 83(1986)-  36 34 45.     (N)    079 24 13.     (W)     SCALED    
 FY0781* NAVD 88     -       175.921  (meters)     577.17   (feet)  ADJUSTED  
 FY0781  ___________________________________________________________________
 FY0781  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY0781  DYNAMIC HT  -         175.778 (meters)     576.70  (feet)  COMP
 FY0781  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 FY0781
 FY0781  VERT ORDER  -  FIRST     CLASS II
 FY0781
 FY0781.The horizontal coordinates were scaled from a topographic map and have
 FY0781.an estimated accuracy of +/- 6 seconds.
 FY0781
 FY0781.The orthometric height was determined by differential leveling
 FY0781.and adjusted by the National Geodetic Survey in June 1991..
 FY0781
 FY0781.The geoid height was determined by GEOID03.
 FY0781
 FY0781.The dynamic height is computed by dividing the NAVD 88
 FY0781.geopotential number by the normal gravity value computed on the
 FY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0781.degrees latitude (g = 980.6199 gals.).
 FY0781
 FY0781.The modeled gravity was interpolated from observed gravity values.
 FY0781
 FY0781;                    North         East    Units  Estimated Accuracy
 FY0781;SPC VA S     - 1,027,670.    3,419,130.      MT  (+/- 180 meters Scaled)
 FY0781
 FY0781                          SUPERSEDED SURVEY CONTROL
 FY0781
 FY0781  NGVD 29 (03/05/92)  176.174  (m)          578.00   (f) ADJUSTED    1 2
 FY0781
 FY0781.Superseded values are not recommended for survey control.
 FY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0781.See file dsdata.txt to determine how the superseded data were derived.
 FY0781
 FY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA428493(NAD 83)
 FY0781_MARKER: DB = BENCH MARK DISK
 FY0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0781_STAMPING: B 74 1935
 FY0781_MARK LOGO: CGS   
 FY0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0781+STABILITY: SURFACE MOTION
 FY0781
 FY0781  HISTORY     - Date     Condition        Report By
 FY0781  HISTORY     - 1935     MONUMENTED       CGS
 FY0781  HISTORY     - 1983     GOOD             NGS
 FY0781  HISTORY     - 1985     GOOD             USPSQD
 FY0781
 FY0781                          STATION DESCRIPTION
 FY0781
 FY0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0781'AT DANVILLE.
 FY0781'AT DANVILLE, PITTSYLVANIA COUNTY, ABOUT 0.6 MILE SOUTHWEST OF
 FY0781'THE NEW POST OFFICE, IN THE CITY PARK AT THE JUNCTION OF STATE
 FY0781'HIGHWAY 86 AND U.S. HIGHWAY 29, 87 FEET NORTHEAST OF THE NORTHEAST
 FY0781'FRONT OF THE MOUNT VERNON METHODIST CHURCH, 51 FEET SOUTHWEST
 FY0781'OF THE NORTHEAST VERTEX OF THE TRIANGULAR-SHAPED PARK, 39 FEET
 FY0781'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 86, AND 33 FEET
 FY0781'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 29.  A STANDARD
 FY0781'DISK, STAMPED B 74 1935 AND SET IN THE TOP OF A CONCRETE POST
 FY0781'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 FY0781
 FY0781                          STATION RECOVERY (1983)
 FY0781
 FY0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0781'RECOVERED IN GOOD CONDITION.  NOTE--THE CITY OF DANVILLE IS AN
 FY0781'INDEPENDENT CITY AND IS NOT INCLUDED IN PITTSYLVANIA COUNTY.
 FY0781
 FY0781                          STATION RECOVERY (1985)
 FY0781
 FY0781'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY0781'MARK NOW 1' ABOVE BRICK PAVING AROUND FOUNTAIN IN TRIANGULAR PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0187 ***********************************************************************
 GX0187  DESIGNATION -  B 75
 GX0187  PID         -  GX0187
 GX0187  STATE/COUNTY-  VA/ROANOKE
 GX0187  USGS QUAD   -  CATAWBA (1984)
 GX0187
 GX0187                         *CURRENT SURVEY CONTROL
 GX0187  ___________________________________________________________________
 GX0187* NAD 83(1986)-  37 23 08.     (N)    080 06 12.     (W)     SCALED    
 GX0187* NAVD 88     -       528.216  (meters)    1732.99   (feet)  ADJUSTED  
 GX0187  ___________________________________________________________________
 GX0187  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GX0187  DYNAMIC HT  -         527.766 (meters)    1731.51  (feet)  COMP
 GX0187  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 GX0187
 GX0187  VERT ORDER  -  SECOND    CLASS 0
 GX0187
 GX0187.The horizontal coordinates were scaled from a topographic map and have
 GX0187.an estimated accuracy of +/- 6 seconds.
 GX0187
 GX0187.The orthometric height was determined by differential leveling
 GX0187.and adjusted by the National Geodetic Survey in June 1991..
 GX0187
 GX0187.The geoid height was determined by GEOID03.
 GX0187
 GX0187.The dynamic height is computed by dividing the NAVD 88
 GX0187.geopotential number by the normal gravity value computed on the
 GX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0187.degrees latitude (g = 980.6199 gals.).
 GX0187
 GX0187.The modeled gravity was interpolated from observed gravity values.
 GX0187
 GX0187;                    North         East    Units  Estimated Accuracy
 GX0187;SPC VA S     - 1,117,980.    3,358,020.      MT  (+/- 180 meters Scaled)
 GX0187
 GX0187                          SUPERSEDED SURVEY CONTROL
 GX0187
 GX0187  NGVD 29 (??/??/92)  528.375  (m)         1733.51   (f) ADJ UNCH    2 0
 GX0187
 GX0187.Superseded values are not recommended for survey control.
 GX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0187.See file dsdata.txt to determine how the superseded data were derived.
 GX0187
 GX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB793380(NAD 83)
 GX0187_MARKER: DB = BENCH MARK DISK
 GX0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0187_STAMPING: B 75 1935
 GX0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0187+STABILITY: SURFACE MOTION
 GX0187
 GX0187  HISTORY     - Date     Condition        Report By
 GX0187  HISTORY     - 1935     MONUMENTED       CGS
 GX0187  HISTORY     - 1963     MARK NOT FOUND   NGS
 GX0187
 GX0187                          STATION DESCRIPTION
 GX0187
 GX0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0187'10.2 MI NW FROM SALEM.
 GX0187'10.2 MILES NORTHWEST ALONG STATE HIGHWAY 311 FROM THE COUNTY
 GX0187'COURTHOUSE AT SALEM, ROANOKE COUNTY, AT THE JUNCTION OF STATE
 GX0187'HIGHWAY 114, 59 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 114,
 GX0187'AND 27 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 311.  A
 GX0187'STANDARD DISK, STAMPED B 75 1935 AND SET IN THE TOP OF A CONCRETE
 GX0187'POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY HAS
 GX0187'BEEN COMPLETELY REBUILT IN THE AREA.
 GX0187
 GX0187                          STATION RECOVERY (1963)
 GX0187
 GX0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1478 ***********************************************************************
 GW1478  DESIGNATION -  B 78
 GW1478  PID         -  GW1478
 GW1478  STATE/COUNTY-  VA/BEDFORD
 GW1478  USGS QUAD   -  MONETA (1982)
 GW1478
 GW1478                         *CURRENT SURVEY CONTROL
 GW1478  ___________________________________________________________________
 GW1478* NAD 83(1986)-  37 11 03.     (N)    079 33 25.     (W)     SCALED    
 GW1478* NAVD 88     -       227.824  (meters)     747.45   (feet)  ADJUSTED  
 GW1478  ___________________________________________________________________
 GW1478  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW1478  DYNAMIC HT  -         227.646 (meters)     746.87  (feet)  COMP
 GW1478  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 GW1478
 GW1478  VERT ORDER  -  SECOND    CLASS 0
 GW1478
 GW1478.The horizontal coordinates were scaled from a topographic map and have
 GW1478.an estimated accuracy of +/- 6 seconds.
 GW1478
 GW1478.The orthometric height was determined by differential leveling
 GW1478.and adjusted by the National Geodetic Survey in June 1991..
 GW1478
 GW1478.The geoid height was determined by GEOID03.
 GW1478
 GW1478.The dynamic height is computed by dividing the NAVD 88
 GW1478.geopotential number by the normal gravity value computed on the
 GW1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1478.degrees latitude (g = 980.6199 gals.).
 GW1478
 GW1478.The modeled gravity was interpolated from observed gravity values.
 GW1478
 GW1478;                    North         East    Units  Estimated Accuracy
 GW1478;SPC VA S     - 1,094,950.    3,406,150.      MT  (+/- 180 meters Scaled)
 GW1478
 GW1478                          SUPERSEDED SURVEY CONTROL
 GW1478
 GW1478  NGVD 29 (??/??/92)  228.066  (m)          748.25   (f) ADJ UNCH    2 0
 GW1478
 GW1478.Superseded values are not recommended for survey control.
 GW1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1478.See file dsdata.txt to determine how the superseded data were derived.
 GW1478
 GW1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB280162(NAD 83)
 GW1478_MARKER: DD = SURVEY DISK
 GW1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1478_STAMPING: B 78 1935
 GW1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1478+STABILITY: SURFACE MOTION
 GW1478
 GW1478  HISTORY     - Date     Condition        Report By
 GW1478  HISTORY     - 1935     MONUMENTED       CGS
 GW1478  HISTORY     - 1966     MARK NOT FOUND   USGS
 GW1478
 GW1478                          STATION DESCRIPTION
 GW1478
 GW1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1478'AT STONE MOUNTAIN.
 GW1478'AT STONE MOUNTAIN, BEDFORD COUNTY, ABOUT 105 FEET NORTHWEST OF
 GW1478'THE NORTHWEST SIDE OF THE STATION, ABOUT 135 FEET SOUTHEAST OF
 GW1478'A SWITCH, AND 13.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A
 GW1478'STANDARD DISK, STAMPED B 78 1935 AND SET IN THE TOP OF A CONCRETE
 GW1478'POST.
 GW1478
 GW1478                          STATION RECOVERY (1966)
 GW1478
 GW1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GW1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1163 ***********************************************************************
 GV1163  DESIGNATION -  B 88
 GV1163  PID         -  GV1163
 GV1163  STATE/COUNTY-  VA/ESSEX
 GV1163  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1163
 GV1163                         *CURRENT SURVEY CONTROL
 GV1163  ___________________________________________________________________
 GV1163* NAD 83(1986)-  37 51 37.     (N)    076 54 50.     (W)     SCALED    
 GV1163* NAVD 88     -        47.913  (meters)     157.19   (feet)  ADJUSTED  
 GV1163  ___________________________________________________________________
 GV1163  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV1163  DYNAMIC HT  -          47.882 (meters)     157.09  (feet)  COMP
 GV1163  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 GV1163
 GV1163  VERT ORDER  -  SECOND    CLASS 0
 GV1163
 GV1163.The horizontal coordinates were scaled from a topographic map and have
 GV1163.an estimated accuracy of +/- 6 seconds.
 GV1163
 GV1163.The orthometric height was determined by differential leveling
 GV1163.and adjusted by the National Geodetic Survey in June 1991..
 GV1163
 GV1163.The geoid height was determined by GEOID03.
 GV1163
 GV1163.The dynamic height is computed by dividing the NAVD 88
 GV1163.geopotential number by the normal gravity value computed on the
 GV1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1163.degrees latitude (g = 980.6199 gals.).
 GV1163
 GV1163.The modeled gravity was interpolated from observed gravity values.
 GV1163
 GV1163;                    North         East    Units  Estimated Accuracy
 GV1163;SPC VA S     - 1,170,630.    3,639,570.      MT  (+/- 180 meters Scaled)
 GV1163
 GV1163                          SUPERSEDED SURVEY CONTROL
 GV1163
 GV1163  NGVD 29 (??/??/??)   48.253  (m)          158.31   (f) ADJUSTED    2 0
 GV1163
 GV1163.Superseded values are not recommended for survey control.
 GV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1163.See file dsdata.txt to determine how the superseded data were derived.
 GV1163
 GV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG316920(NAD 83)
 GV1163_MARKER: DB = BENCH MARK DISK
 GV1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1163_STAMPING: B 88 1935
 GV1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1163+STABILITY: SURFACE MOTION
 GV1163
 GV1163  HISTORY     - Date     Condition        Report By
 GV1163  HISTORY     - 1935     MONUMENTED       CGS
 GV1163  HISTORY     - 1961     GOOD             CGS
 GV1163  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 GV1163  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1163  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV1163
 GV1163                          STATION DESCRIPTION
 GV1163
 GV1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1163'6.2 MI SW FROM TAPPAHANNOCK.
 GV1163'6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE
 GV1163'BANK AT TAPPAHANNOCK, ESSEX COUNTY, AT THE JUNCTION OF A ROAD
 GV1163'LEADING SOUTHEAST TO A FARMHOUSE, 54 FEET NORTHEAST OF THE CENTERLINE
 GV1163'OF THE ROAD, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GV1163'AND 3 FEET NORTHEAST OF POWER-LINE POLE 2718.  A STANDARD DISK,
 GV1163'STAMPED B 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV1163'NOTE--A CGS WITNESS SIGN WAS PLACED 1.5 FT E OF THE MARK. THE MARK
 GV1163'MAY ALSO BE REACHED FROM MILLERS TAVERN, FROM THE JCT. OF U.S. HWY
 GV1163'360 AND SECONDARY HWY 620, BY GOING NE ALONG HWY 360 FOR 2.75 MI.
 GV1163
 GV1163                          STATION RECOVERY (1995)
 GV1163
 GV1163'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1163'MARK NOT FOUND.
 GV1163
 GV1163                          STATION RECOVERY (1999)
 GV1163
 GV1163'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1163'MARK NOT FOUND.
 GV1163
 GV1163                          STATION RECOVERY (2004)
 GV1163
 GV1163'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1165 ***********************************************************************
 GV1165  DESIGNATION -  B 88 RESET 1969
 GV1165  PID         -  GV1165
 GV1165  STATE/COUNTY-  VA/ESSEX
 GV1165  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1165
 GV1165                         *CURRENT SURVEY CONTROL
 GV1165  ___________________________________________________________________
 GV1165* NAD 83(1986)-  37 51 37.     (N)    076 54 50.     (W)     SCALED    
 GV1165* NAVD 88     -        47.07   (meters)     154.4    (feet)  RESET     
 GV1165  ___________________________________________________________________
 GV1165  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV1165
 GV1165  VERT ORDER  -  THIRD
 GV1165
 GV1165.The horizontal coordinates were scaled from a topographic map and have
 GV1165.an estimated accuracy of +/- 6 seconds.
 GV1165
 GV1165.The orthometric height was computed from unverified reset data.
 GV1165.No vertical observational check was made to the station.
 GV1165
 GV1165.The geoid height was determined by GEOID03.
 GV1165
 GV1165;                    North         East    Units  Estimated Accuracy
 GV1165;SPC VA S     - 1,170,630.    3,639,570.      MT  (+/- 180 meters Scaled)
 GV1165
 GV1165                          SUPERSEDED SURVEY CONTROL
 GV1165
 GV1165  NGVD 29 (??/??/??)   47.41   (m)          155.5    (f) RESET       3  
 GV1165
 GV1165.Superseded values are not recommended for survey control.
 GV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1165.See file dsdata.txt to determine how the superseded data were derived.
 GV1165
 GV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG316920(NAD 83)
 GV1165_MARKER: DB = BENCH MARK DISK
 GV1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1165_STAMPING: B 88 RESET 1969
 GV1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1165+STABILITY: SURFACE MOTION
 GV1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1165+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV1165
 GV1165  HISTORY     - Date     Condition        Report By
 GV1165  HISTORY     - 1969     MONUMENTED       VADH
 GV1165  HISTORY     - 1987     GOOD             USPSQD
 GV1165  HISTORY     - 19950319 GOOD             USPSQD
 GV1165  HISTORY     - 19990306 GOOD             USPSQD
 GV1165  HISTORY     - 20040313 GOOD             USPSQD
 GV1165
 GV1165                          STATION DESCRIPTION
 GV1165
 GV1165'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969
 GV1165'6.2 MI SW FROM TAPPAHANNOCK.
 GV1165'ABOUT 6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE
 GV1165'BANK AT TAPPAHANNOCK, 53 FEET EAST OF A ROAD LEADING SOUTHEAST
 GV1165'TO A FARMHOUSE, 11.5 FEET EAST OF POWER POLE NO BE 43, 288 FEET
 GV1165'WEST OF POWER POLE NO BE 88, 15 FEET NORTH OF THE EDGE OF THE
 GV1165'WOODS, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AT
 GV1165'HIGHWAY STATION 1108 + 82 OF THE EAST BOUND LANE LEADING TO
 GV1165'TAPPAHANNOCK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GV1165'INCHES ABOVE THE GROUND AND MARKED BY A METAL WITNESS POST.
 GV1165
 GV1165                          STATION RECOVERY (1987)
 GV1165
 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC)
 GV1165'RECOVERED IN GOOD CONDITION.
 GV1165
 GV1165                          STATION RECOVERY (1995)
 GV1165
 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1165'RECOVERED IN GOOD CONDITION.
 GV1165
 GV1165                          STATION RECOVERY (1999)
 GV1165
 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1165'RECOVERED IN GOOD CONDITION.
 GV1165
 GV1165                          STATION RECOVERY (2004)
 GV1165
 GV1165'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3027 ***********************************************************************
 JV3027  DESIGNATION -  B 90
 JV3027  PID         -  JV3027
 JV3027  STATE/COUNTY-  VA/LOUDOUN
 JV3027  USGS QUAD   -  LEESBURG (1994)
 JV3027
 JV3027                         *CURRENT SURVEY CONTROL
 JV3027  ___________________________________________________________________
 JV3027* NAD 83(1986)-  39 05 52.     (N)    077 31 59.     (W)     SCALED    
 JV3027* NAVD 88     -        81.387  (meters)     267.02   (feet)  ADJUSTED  
 JV3027  ___________________________________________________________________
 JV3027  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JV3027  DYNAMIC HT  -          81.342 (meters)     266.87  (feet)  COMP
 JV3027  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 JV3027
 JV3027  VERT ORDER  -  SECOND    CLASS 0
 JV3027
 JV3027.The horizontal coordinates were scaled from a topographic map and have
 JV3027.an estimated accuracy of +/- 6 seconds.
 JV3027
 JV3027.The orthometric height was determined by differential leveling
 JV3027.and adjusted by the National Geodetic Survey in June 1991..
 JV3027
 JV3027.The geoid height was determined by GEOID03.
 JV3027
 JV3027.The dynamic height is computed by dividing the NAVD 88
 JV3027.geopotential number by the normal gravity value computed on the
 JV3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3027.degrees latitude (g = 980.6199 gals.).
 JV3027
 JV3027.The modeled gravity was interpolated from observed gravity values.
 JV3027
 JV3027;                    North         East    Units  Estimated Accuracy
 JV3027;SPC VA N     - 2,159,300.    3,583,650.      MT  (+/- 180 meters Scaled)
 JV3027
 JV3027                          SUPERSEDED SURVEY CONTROL
 JV3027
 JV3027  NGVD 29 (??/??/??)   81.603  (m)          267.73   (f) ADJUSTED    2 0
 JV3027
 JV3027.Superseded values are not recommended for survey control.
 JV3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3027.See file dsdata.txt to determine how the superseded data were derived.
 JV3027
 JV3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ809306(NAD 83)
 JV3027_MARKER: DB = BENCH MARK DISK
 JV3027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3027_SP_SET: CULVERT HEADWALL
 JV3027_STAMPING: B-90 1935
 JV3027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3027
 JV3027  HISTORY     - Date     Condition        Report By
 JV3027  HISTORY     - 1935     MONUMENTED       CGS
 JV3027
 JV3027                          STATION DESCRIPTION
 JV3027
 JV3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3027'2 MI SE FROM LEESBURG.
 JV3027'ALONG STATE HIGHWAY 7, 15 FEET SOUTHWEST OF CENTER LINE OF
 JV3027'HIGHWAY, IN THE NORTHWEST END OF CONCRETE HEADWALL TO A LARGE
 JV3027'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3028 ***********************************************************************
 JV3028  DESIGNATION -  B 90 RESET 1949
 JV3028  PID         -  JV3028
 JV3028  STATE/COUNTY-  VA/LOUDOUN
 JV3028  USGS QUAD   -  LEESBURG (1994)
 JV3028
 JV3028                         *CURRENT SURVEY CONTROL
 JV3028  ___________________________________________________________________
 JV3028* NAD 83(1986)-  39 05 52.     (N)    077 31 59.     (W)     SCALED    
 JV3028* NAVD 88     -        81.25   (meters)     266.6    (feet)  RESET     
 JV3028  ___________________________________________________________________
 JV3028  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JV3028
 JV3028  VERT ORDER  -  THIRD
 JV3028
 JV3028.The horizontal coordinates were scaled from a topographic map and have
 JV3028.an estimated accuracy of +/- 6 seconds.
 JV3028
 JV3028.The orthometric height was computed from unverified reset data.
 JV3028.No vertical observational check was made to the station.
 JV3028
 JV3028.The geoid height was determined by GEOID03.
 JV3028
 JV3028;                    North         East    Units  Estimated Accuracy
 JV3028;SPC VA N     - 2,159,300.    3,583,650.      MT  (+/- 180 meters Scaled)
 JV3028
 JV3028                          SUPERSEDED SURVEY CONTROL
 JV3028
 JV3028  NGVD 29 (??/??/??)   81.47   (m)          267.3    (f) RESET       3  
 JV3028
 JV3028.Superseded values are not recommended for survey control.
 JV3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3028.See file dsdata.txt to determine how the superseded data were derived.
 JV3028
 JV3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ809306(NAD 83)
 JV3028_MARKER: DB = BENCH MARK DISK
 JV3028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3028_SP_SET: CULVERT HEADWALL
 JV3028_STAMPING: B 90 RESET 1949
 JV3028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3028
 JV3028  HISTORY     - Date     Condition        Report By
 JV3028  HISTORY     - 1950     MONUMENTED       VADH
 JV3028  HISTORY     - 1964     GOOD             CGS
 JV3028
 JV3028                          STATION DESCRIPTION
 JV3028
 JV3028'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1950
 JV3028'2 MI SE FROM LEESBURG.
 JV3028'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 JV3028'AT LEESBURG, LOUDOUN COUNTY, AT A LARGE CONCRETE CULVERT, IN
 JV3028'THE TOP OF THE SOUTHWEST HEADWALL, AND 30 FEET SOUTHWEST OF THE
 JV3028'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 90
 JV3028'RESET 1949.
 JV3028
 JV3028                          STATION RECOVERY (1964)
 JV3028
 JV3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3491 ***********************************************************************
 HV3491  DESIGNATION -  B 91
 HV3491  PID         -  HV3491
 HV3491  STATE/COUNTY-  VA/FAUQUIER
 HV3491  USGS QUAD   -  MARSHALL (1983)
 HV3491
 HV3491                         *CURRENT SURVEY CONTROL
 HV3491  ___________________________________________________________________
 HV3491* NAD 83(1986)-  38 51 48.     (N)    077 46 33.     (W)     SCALED    
 HV3491* NAVD 88     -       179.578  (meters)     589.17   (feet)  ADJUSTED  
 HV3491  ___________________________________________________________________
 HV3491  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3491  DYNAMIC HT  -         179.472 (meters)     588.82  (feet)  COMP
 HV3491  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 HV3491
 HV3491  VERT ORDER  -  SECOND    CLASS 0
 HV3491
 HV3491.The horizontal coordinates were scaled from a topographic map and have
 HV3491.an estimated accuracy of +/- 6 seconds.
 HV3491
 HV3491.The orthometric height was determined by differential leveling
 HV3491.and adjusted by the National Geodetic Survey in June 1991..
 HV3491
 HV3491.The geoid height was determined by GEOID03.
 HV3491
 HV3491.The dynamic height is computed by dividing the NAVD 88
 HV3491.geopotential number by the normal gravity value computed on the
 HV3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3491.degrees latitude (g = 980.6199 gals.).
 HV3491
 HV3491.The modeled gravity was interpolated from observed gravity values.
 HV3491
 HV3491;                    North         East    Units  Estimated Accuracy
 HV3491;SPC VA N     - 2,133,080.    3,562,850.      MT  (+/- 180 meters Scaled)
 HV3491
 HV3491                          SUPERSEDED SURVEY CONTROL
 HV3491
 HV3491  NGVD 29 (??/??/??)  179.792  (m)          589.87   (f) ADJUSTED    2 0
 HV3491
 HV3491.Superseded values are not recommended for survey control.
 HV3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3491.See file dsdata.txt to determine how the superseded data were derived.
 HV3491
 HV3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ591052(NAD 83)
 HV3491_MARKER: DB = BENCH MARK DISK
 HV3491_SETTING: 66 = SET IN ROCK OUTCROP
 HV3491_SP_SET: ROCK OUTCROP
 HV3491_STAMPING: B 91 1935
 HV3491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3491+STABILITY: POSITION/ELEVATION WELL
 HV3491
 HV3491  HISTORY     - Date     Condition        Report By
 HV3491  HISTORY     - 1935     MONUMENTED       CGS
 HV3491  HISTORY     - 1960     GOOD             CGS
 HV3491
 HV3491                          STATION DESCRIPTION
 HV3491
 HV3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3491'AT THE PLAINS.
 HV3491'AT THE PLAINS, ALONG THE SOUTHERN RAILWAY, 0.05 MILE NORTH
 HV3491'OF THE CROSSING OF STATE HIGHWAY 55, 80 1/2 FEET SOUTHWEST OF
 HV3491'AND ACROSS A BLACK TOP ROAD FROM THE SOUTHEAST CORNER OF RED
 HV3491'BRICK STATION BUILDING, 50.4 FEET SOUTHEAST OF AND ACROSS THE
 HV3491'ROAD FROM SOUTHWEST CORNER OF STATION BUILDING, IN TOP OF A
 HV3491'ROCK OUTCROP, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3198 ***********************************************************************
 HV3198  DESIGNATION -  B 92
 HV3198  PID         -  HV3198
 HV3198  STATE/COUNTY-  VA/WESTMORELAND
 HV3198  USGS QUAD   -  ROLLINS FORK (1968)
 HV3198
 HV3198                         *CURRENT SURVEY CONTROL
 HV3198  ___________________________________________________________________
 HV3198* NAD 83(1986)-  38 13 34.     (N)    077 00 01.     (W)     SCALED    
 HV3198* NAVD 88     -         5.428  (meters)      17.81   (feet)  ADJUSTED  
 HV3198  ___________________________________________________________________
 HV3198  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HV3198  DYNAMIC HT  -           5.424 (meters)      17.80  (feet)  COMP
 HV3198  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HV3198
 HV3198  VERT ORDER  -  FIRST     CLASS II
 HV3198
 HV3198.The horizontal coordinates were scaled from a topographic map and have
 HV3198.an estimated accuracy of +/- 6 seconds.
 HV3198
 HV3198.The orthometric height was determined by differential leveling
 HV3198.and adjusted by the National Geodetic Survey in June 1991..
 HV3198
 HV3198.The geoid height was determined by GEOID03.
 HV3198
 HV3198.The dynamic height is computed by dividing the NAVD 88
 HV3198.geopotential number by the normal gravity value computed on the
 HV3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3198.degrees latitude (g = 980.6199 gals.).
 HV3198
 HV3198.The modeled gravity was interpolated from observed gravity values.
 HV3198
 HV3198;                    North         East    Units  Estimated Accuracy
 HV3198;SPC VA N     - 2,063,170.    3,631,310.      MT  (+/- 180 meters Scaled)
 HV3198
 HV3198                          SUPERSEDED SURVEY CONTROL
 HV3198
 HV3198  NGVD 29 (05/17/90)    5.663  (m)           18.58   (f) ADJUSTED    1 2
 HV3198
 HV3198.Superseded values are not recommended for survey control.
 HV3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3198.See file dsdata.txt to determine how the superseded data were derived.
 HV3198
 HV3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH249327(NAD 83)
 HV3198_MARKER: DB = BENCH MARK DISK
 HV3198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV3198_SP_SET: HEADWALL
 HV3198_STAMPING: B 92 1935
 HV3198_MARK LOGO: CGS   
 HV3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3198+STABILITY: SURFACE MOTION
 HV3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3198+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV3198
 HV3198  HISTORY     - Date     Condition        Report By
 HV3198  HISTORY     - 1935     MONUMENTED       CGS
 HV3198  HISTORY     - 1962     GOOD             CGS
 HV3198  HISTORY     - 19900227 GOOD             NGS
 HV3198  HISTORY     - 19981024 GOOD             USPSQD
 HV3198  HISTORY     - 20030314 GOOD             USPSQD
 HV3198  HISTORY     - 20051115 GOOD             USPSQD
 HV3198
 HV3198                          STATION DESCRIPTION
 HV3198
 HV3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3198'3.1 MI S FROM COLONIAL BEACH.
 HV3198'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 205 FROM THE COLONIAL
 HV3198'BEACH HOTEL AT COLONIAL BEACH, WESTMORELAND COUNTY, 15 FEET EAST
 HV3198'OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND
 HV3198'IN THE TOP OF THE NORTH END OF THE HEAD WALL.  A STANDARD DISK,
 HV3198'STAMPED B 92 1935.
 HV3198
 HV3198                          STATION RECOVERY (1990)
 HV3198
 HV3198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV3198'4.0 KM (2.49 MI) SOUTHERLY ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 HV3198'OF COLONIAL AVENUE IN COLONIAL BEACH, IN TOP OF AND 0.25 M (0.82 FT)
 HV3198'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT
 HV3198'OVER MONROE CREEK, 5.4 M (17.72 FT) EAST OF THE CENTERLINE OF THE
 HV3198'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 HV3198
 HV3198                          STATION RECOVERY (1998)
 HV3198
 HV3198'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3198'RECOVERED IN GOOD CONDITION.
 HV3198
 HV3198                          STATION RECOVERY (2003)
 HV3198
 HV3198'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV3198'RECOVERED IN GOOD CONDITION.
 HV3198
 HV3198                          STATION RECOVERY (2005)
 HV3198
 HV3198'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV3198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0464 ***********************************************************************
 HW0464  DESIGNATION -  B 93
 HW0464  PID         -  HW0464
 HW0464  STATE/COUNTY-  VA/LOUISA
 HW0464  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0464
 HW0464                         *CURRENT SURVEY CONTROL
 HW0464  ___________________________________________________________________
 HW0464* NAD 83(1986)-  38 03 59.     (N)    078 14 41.     (W)     SCALED    
 HW0464* NAVD 88     -       163.558  (meters)     536.61   (feet)  ADJUSTED  
 HW0464  ___________________________________________________________________
 HW0464  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0464  DYNAMIC HT  -         163.447 (meters)     536.24  (feet)  COMP
 HW0464  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HW0464
 HW0464  VERT ORDER  -  SECOND    CLASS 0
 HW0464
 HW0464.The horizontal coordinates were scaled from a topographic map and have
 HW0464.an estimated accuracy of +/- 6 seconds.
 HW0464
 HW0464.The orthometric height was determined by differential leveling
 HW0464.and adjusted by the National Geodetic Survey in June 1991..
 HW0464
 HW0464.The geoid height was determined by GEOID03.
 HW0464
 HW0464.The dynamic height is computed by dividing the NAVD 88
 HW0464.geopotential number by the normal gravity value computed on the
 HW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0464.degrees latitude (g = 980.6199 gals.).
 HW0464
 HW0464.The modeled gravity was interpolated from observed gravity values.
 HW0464
 HW0464;                    North         East    Units  Estimated Accuracy
 HW0464;SPC VA S     - 1,192,370.    3,522,400.      MT  (+/- 180 meters Scaled)
 HW0464
 HW0464                          SUPERSEDED SURVEY CONTROL
 HW0464
 HW0464  NGVD 29 (??/??/92)  163.799  (m)          537.40   (f) ADJ UNCH    2 0
 HW0464
 HW0464.Superseded values are not recommended for survey control.
 HW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0464.See file dsdata.txt to determine how the superseded data were derived.
 HW0464
 HW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC417167(NAD 83)
 HW0464_MARKER: DB = BENCH MARK DISK
 HW0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0464_STAMPING: B 93 1935
 HW0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0464+STABILITY: SURFACE MOTION
 HW0464
 HW0464  HISTORY     - Date     Condition        Report By
 HW0464  HISTORY     - 1935     MONUMENTED       CGS
 HW0464  HISTORY     - 1935     GOOD             NGS
 HW0464  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0464  HISTORY     - 20021212 POOR             USPSQD
 HW0464  HISTORY     - 20060311 POOR             USPSQD
 HW0464
 HW0464                          STATION DESCRIPTION
 HW0464
 HW0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0464'6.6 MI S FROM GORDONSVILLE.
 HW0464'IN LOUISA COUNTY, ABOUT 6.6 MILES SOUTH ALONG THE CHESAPEAKE AND
 HW0464'OHIO RAILWAY FROM THE STATION AT GORDONSVILLE, ORANGE COUNTY,
 HW0464'ABOUT 120 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF STATE
 HW0464'HIGHWAY 22, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HW0464'AND 28 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HW0464'DISK, STAMPED B 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0464
 HW0464                          STATION RECOVERY (1935)
 HW0464
 HW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW0464'RECOVERED IN GOOD CONDITION.
 HW0464
 HW0464                          STATION RECOVERY (1998)
 HW0464
 HW0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0464'MARK NOT FOUND.
 HW0464
 HW0464                          STATION RECOVERY (2002)
 HW0464
 HW0464'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0464'CONCRETE PIER MAY HAVE BEEN DISTURBED. RAILROAD TRCK IS GONE. WITNESS
 HW0464'POST REMAINS. MARKER APPROX. LOCATION 038 04 00.0(N) 78 14 41.0(W)
 HW0464
 HW0464                          STATION RECOVERY (2006)
 HW0464
 HW0464'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HW0464'MOUMENT LEANING 30 DEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2524 ***********************************************************************
 GV2524  DESIGNATION -  B 94
 GV2524  PID         -  GV2524
 GV2524  STATE/COUNTY-  VA/LOUISA
 GV2524  USGS QUAD   -  BUCKNER (1973)
 GV2524
 GV2524                         *CURRENT SURVEY CONTROL
 GV2524  ___________________________________________________________________
 GV2524* NAD 83(1986)-  37 59 16.     (N)    077 49 46.     (W)     SCALED    
 GV2524* NAVD 88     -       106.463  (meters)     349.29   (feet)  ADJUSTED  
 GV2524  ___________________________________________________________________
 GV2524  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2524  DYNAMIC HT  -         106.393 (meters)     349.06  (feet)  COMP
 GV2524  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 GV2524
 GV2524  VERT ORDER  -  SECOND    CLASS 0
 GV2524
 GV2524.The horizontal coordinates were scaled from a topographic map and have
 GV2524.an estimated accuracy of +/- 6 seconds.
 GV2524
 GV2524.The orthometric height was determined by differential leveling
 GV2524.and adjusted by the National Geodetic Survey in June 1991..
 GV2524
 GV2524.The geoid height was determined by GEOID03.
 GV2524
 GV2524.The dynamic height is computed by dividing the NAVD 88
 GV2524.geopotential number by the normal gravity value computed on the
 GV2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2524.degrees latitude (g = 980.6199 gals.).
 GV2524
 GV2524.The modeled gravity was interpolated from observed gravity values.
 GV2524
 GV2524;                    North         East    Units  Estimated Accuracy
 GV2524;SPC VA S     - 1,183,820.    3,558,910.      MT  (+/- 180 meters Scaled)
 GV2524
 GV2524                          SUPERSEDED SURVEY CONTROL
 GV2524
 GV2524  NGVD 29 (??/??/??)  106.712  (m)          350.10   (f) ADJUSTED    2 0
 GV2524
 GV2524.Superseded values are not recommended for survey control.
 GV2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2524.See file dsdata.txt to determine how the superseded data were derived.
 GV2524
 GV2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH515082(NAD 83)
 GV2524_MARKER: DB = BENCH MARK DISK
 GV2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2524_STAMPING: B 94 1935
 GV2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2524+STABILITY: SURFACE MOTION
 GV2524
 GV2524  HISTORY     - Date     Condition        Report By
 GV2524  HISTORY     - 1935     MONUMENTED       CGS
 GV2524  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2524  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2524  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2524
 GV2524                          STATION DESCRIPTION
 GV2524
 GV2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2524'10.6 MI NW FROM BEAVER DAM.
 GV2524'IN LOUISA COUNTY, ABOUT 10.6 MILES NORTHWEST ALONG THE CHESAPEAKE
 GV2524'AND OHIO RAILWAY FROM THE STATION AT BEAVER DAM, HANOVER COUNTY,
 GV2524'ABOUT 125 FEET NORTH OF MILEPOST 135, ABOUT 50 FEET NORTHEAST
 GV2524'OF THE CENTER OF A ROAD CROSSING, 6 FEET NORTHEAST OF THE NORTHEAST
 GV2524'END OF A GATE, AND 1 FOOT SOUTHEAST OF THE FENCE LINE.  A STANDARD
 GV2524'DISK, STAMPED B 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV2524
 GV2524                          STATION RECOVERY (1998)
 GV2524
 GV2524'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2524'MARK NOT FOUND.
 GV2524
 GV2524                          STATION RECOVERY (2002)
 GV2524
 GV2524'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2524' 
 GV2524' 
 GV2524' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0427 ***********************************************************************
 HW0427  DESIGNATION -  B 95
 HW0427  PID         -  HW0427
 HW0427  STATE/COUNTY-  VA/ORANGE
 HW0427  USGS QUAD   -  GORDONSVILLE (1984)
 HW0427
 HW0427                         *CURRENT SURVEY CONTROL
 HW0427  ___________________________________________________________________
 HW0427* NAD 83(1986)-  38 11 45.     (N)    078 14 20.     (W)     SCALED    
 HW0427* NAVD 88     -       134.873  (meters)     442.50   (feet)  ADJUSTED  
 HW0427  ___________________________________________________________________
 HW0427  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0427  DYNAMIC HT  -         134.784 (meters)     442.20  (feet)  COMP
 HW0427  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 HW0427
 HW0427  VERT ORDER  -  SECOND    CLASS 0
 HW0427
 HW0427.The horizontal coordinates were scaled from a topographic map and have
 HW0427.an estimated accuracy of +/- 6 seconds.
 HW0427
 HW0427.The orthometric height was determined by differential leveling
 HW0427.and adjusted by the National Geodetic Survey in June 1991..
 HW0427
 HW0427.The geoid height was determined by GEOID03.
 HW0427
 HW0427.The dynamic height is computed by dividing the NAVD 88
 HW0427.geopotential number by the normal gravity value computed on the
 HW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0427.degrees latitude (g = 980.6199 gals.).
 HW0427
 HW0427.The modeled gravity was interpolated from observed gravity values.
 HW0427
 HW0427;                    North         East    Units  Estimated Accuracy
 HW0427;SPC VA N     - 2,058,770.    3,522,870.      MT  (+/- 180 meters Scaled)
 HW0427
 HW0427                          SUPERSEDED SURVEY CONTROL
 HW0427
 HW0427  NGVD 29 (??/??/92)  135.10   (m)          443.2    (f) COMPUTED    2 0
 HW0427
 HW0427.Superseded values are not recommended for survey control.
 HW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0427.See file dsdata.txt to determine how the superseded data were derived.
 HW0427
 HW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC417311(NAD 83)
 HW0427_MARKER: DB = BENCH MARK DISK
 HW0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0427_SP_SET: CONCRETE BASE
 HW0427_STAMPING: B 95 1935
 HW0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0427
 HW0427  HISTORY     - Date     Condition        Report By
 HW0427  HISTORY     - 1935     MONUMENTED       CGS
 HW0427  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0427  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0427  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0427
 HW0427                          STATION DESCRIPTION
 HW0427
 HW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0427'1.4 MI SW FROM SOMERSET.
 HW0427'ABOUT 1.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HW0427'STATION AT SOMERSET, ORANGE COUNTY, ABOUT 105 FEET SOUTHWEST OF
 HW0427'THE STATION SIGN AT WEYBURN, 12 FEET NORTHEAST OF A COAL REFUELING
 HW0427'TOWER, 9 FEET SOUTHEAST OF THE SOUTHEAST MAIN TRACK, AND IN THE
 HW0427'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A STANDPIPE.
 HW0427'A STANDARD DISK, STAMPED B 95 1935.
 HW0427
 HW0427                          STATION RECOVERY (1998)
 HW0427
 HW0427'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0427'MARK NOT FOUND.
 HW0427
 HW0427                          STATION RECOVERY (2003)
 HW0427
 HW0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0968 ***********************************************************************
 GW0968  DESIGNATION -  B 97
 GW0968  PID         -  GW0968
 GW0968  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0968  USGS QUAD   -  LEXINGTON (1978)
 GW0968
 GW0968                         *CURRENT SURVEY CONTROL
 GW0968  ___________________________________________________________________
 GW0968* NAD 83(1986)-  37 52 15.     (N)    079 23 15.     (W)     SCALED    
 GW0968* NAVD 88     -       366.553  (meters)    1202.60   (feet)  ADJUSTED  
 GW0968  ___________________________________________________________________
 GW0968  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW0968  DYNAMIC HT  -         366.273 (meters)    1201.68  (feet)  COMP
 GW0968  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GW0968
 GW0968  VERT ORDER  -  SECOND    CLASS 0
 GW0968
 GW0968.The horizontal coordinates were scaled from a topographic map and have
 GW0968.an estimated accuracy of +/- 6 seconds.
 GW0968
 GW0968.The orthometric height was determined by differential leveling
 GW0968.and adjusted by the National Geodetic Survey in June 1991..
 GW0968
 GW0968.The geoid height was determined by GEOID03.
 GW0968
 GW0968.The dynamic height is computed by dividing the NAVD 88
 GW0968.geopotential number by the normal gravity value computed on the
 GW0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0968.degrees latitude (g = 980.6199 gals.).
 GW0968
 GW0968.The modeled gravity was interpolated from observed gravity values.
 GW0968
 GW0968;                    North         East    Units  Estimated Accuracy
 GW0968;SPC VA S     - 1,171,000.    3,421,920.      MT  (+/- 180 meters Scaled)
 GW0968
 GW0968                          SUPERSEDED SURVEY CONTROL
 GW0968
 GW0968  NGVD 29 (??/??/92)  366.725  (m)         1203.16   (f) ADJ UNCH    2 0
 GW0968
 GW0968.Superseded values are not recommended for survey control.
 GW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0968.See file dsdata.txt to determine how the superseded data were derived.
 GW0968
 GW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB418927(NAD 83)
 GW0968_MARKER: DB = BENCH MARK DISK
 GW0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0968_STAMPING: B 97 1935
 GW0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0968+STABILITY: SURFACE MOTION
 GW0968
 GW0968  HISTORY     - Date     Condition        Report By
 GW0968  HISTORY     - 1935     MONUMENTED       CGS
 GW0968
 GW0968                          STATION DESCRIPTION
 GW0968
 GW0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0968'3.1 MI S FROM ROCKBRIDGE BATHS.
 GW0968'ALONG STATE HIGHWAY 501, 18 FEET EAST OF CENTER LINE OF HIGHWAY,
 GW0968'NEAR TOP OF HILL, ON THE INSIDE OF A FENCE CORNER FORMED BY AN
 GW0968'EAST-WEST FENCE INTERSECTING RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0969 ***********************************************************************
 GW0969  DESIGNATION -  B 97 RESET 1935
 GW0969  PID         -  GW0969
 GW0969  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0969  USGS QUAD   -  LEXINGTON (1978)
 GW0969
 GW0969                         *CURRENT SURVEY CONTROL
 GW0969  ___________________________________________________________________
 GW0969* NAD 83(1986)-  37 52 15.     (N)    079 23 15.     (W)     SCALED    
 GW0969* NAVD 88     -       366.56   (+/-2cm)    1202.6    (feet)  VERTCON   
 GW0969  ___________________________________________________________________
 GW0969  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW0969
 GW0969  VERT ORDER  -  THIRD (See Below)
 GW0969
 GW0969.The horizontal coordinates were scaled from a topographic map and have
 GW0969.an estimated accuracy of +/- 6 seconds.
 GW0969
 GW0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0969.The vertical order pertains to the NGVD 29 superseded value.
 GW0969
 GW0969.The geoid height was determined by GEOID03.
 GW0969
 GW0969;                    North         East    Units  Estimated Accuracy
 GW0969;SPC VA S     - 1,171,000.    3,421,920.      MT  (+/- 180 meters Scaled)
 GW0969
 GW0969                          SUPERSEDED SURVEY CONTROL
 GW0969
 GW0969  NGVD 29 (??/??/??)  366.73   (m)         1203.2    (f) RESET       3  
 GW0969
 GW0969.Superseded values are not recommended for survey control.
 GW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0969.See file dsdata.txt to determine how the superseded data were derived.
 GW0969
 GW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB418927(NAD 83)
 GW0969_MARKER: DB = BENCH MARK DISK
 GW0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0969_STAMPING: B 97 RESET 1935
 GW0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0969+STABILITY: SURFACE MOTION
 GW0969
 GW0969  HISTORY     - Date     Condition        Report By
 GW0969  HISTORY     - 1935     MONUMENTED       VADH
 GW0969  HISTORY     - 1935     GOOD             NGS
 GW0969
 GW0969                          STATION DESCRIPTION
 GW0969
 GW0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0969'3.1 MI S FROM ROCKBRIDGE BATHS.
 GW0969'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0969'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, NEAR THE TOP OF A
 GW0969'HILL, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND NEAR A
 GW0969'CORNER FORMED BY THE JUNCTION OF AN EAST-AND-WEST FENCE WITH THE
 GW0969'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 97 RESET 1935
 GW0969'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 GW0969'ESTABLISHED AND ITS ELEVATION DETERMINED IN THE FALL OF 1935,
 GW0969'BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1848 ***********************************************************************
 HW1848  DESIGNATION -  B 99
 HW1848  PID         -  HW1848
 HW1848  STATE/COUNTY-  VA/HIGHLAND
 HW1848  USGS QUAD   -  HIGHTOWN (1995)
 HW1848
 HW1848                         *CURRENT SURVEY CONTROL
 HW1848  ___________________________________________________________________
 HW1848* NAD 83(1986)-  38 25 52.     (N)    079 37 55.     (W)     SCALED    
 HW1848* NAVD 88     -       948.946  (meters)    3113.33   (feet)  ADJUSTED  
 HW1848  ___________________________________________________________________
 HW1848  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HW1848  DYNAMIC HT  -         948.157 (meters)    3110.75  (feet)  COMP
 HW1848  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 HW1848
 HW1848  VERT ORDER  -  SECOND    CLASS 0
 HW1848
 HW1848.The horizontal coordinates were scaled from a topographic map and have
 HW1848.an estimated accuracy of +/- 6 seconds.
 HW1848
 HW1848.The orthometric height was determined by differential leveling
 HW1848.and adjusted by the National Geodetic Survey in June 1991..
 HW1848
 HW1848.The geoid height was determined by GEOID03.
 HW1848
 HW1848.The dynamic height is computed by dividing the NAVD 88
 HW1848.geopotential number by the normal gravity value computed on the
 HW1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1848.degrees latitude (g = 980.6199 gals.).
 HW1848
 HW1848.The modeled gravity was interpolated from observed gravity values.
 HW1848
 HW1848;                    North         East    Units  Estimated Accuracy
 HW1848;SPC VA N     - 2,085,460.    3,401,170.      MT  (+/- 180 meters Scaled)
 HW1848
 HW1848                          SUPERSEDED SURVEY CONTROL
 HW1848
 HW1848  NGVD 29 (??/??/92)  948.997  (m)         3113.50   (f) ADJ UNCH    2 0
 HW1848
 HW1848.Superseded values are not recommended for survey control.
 HW1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1848.See file dsdata.txt to determine how the superseded data were derived.
 HW1848
 HW1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC194545(NAD 83)
 HW1848_MARKER: DB = BENCH MARK DISK
 HW1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1848_SP_SET: BUILDING
 HW1848_STAMPING: B 99 1935
 HW1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1848
 HW1848  HISTORY     - Date     Condition        Report By
 HW1848  HISTORY     - 1935     MONUMENTED       CGS
 HW1848  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1848
 HW1848                          STATION DESCRIPTION
 HW1848
 HW1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1848'AT HIGHTOWN.
 HW1848'AT HIGHTOWN, HIGHLAND COUNTY, ON U.S. HIGHWAY 250, AT THE
 HW1848'R.W. HEVENER STORE AND POST OFFICE, IN THE TOP OF THE NORTHWEST
 HW1848'CORNER OF THE CONCRETE PORCH, 50 FEET WEST OF THE CENTER AT
 HW1848'THE CROSSING OF COUNTY ROAD 640, 18 FEET SOUTH OF THE CENTERLINE
 HW1848'OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE ROADWAY.
 HW1848
 HW1848                          STATION RECOVERY (1967)
 HW1848
 HW1848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0020 ***********************************************************************
 GX0020  DESIGNATION -  B C 48
 GX0020  PID         -  GX0020
 GX0020  STATE/COUNTY-  VA/ALLEGHANY
 GX0020  USGS QUAD   -  CALLAGHAN (1977)
 GX0020
 GX0020                         *CURRENT SURVEY CONTROL
 GX0020  ___________________________________________________________________
 GX0020* NAD 83(1993)-  37 49 01.17426(N)    080 06 43.08460(W)     ADJUSTED  
 GX0020* NAVD 88     -       463.850  (meters)    1521.81   (feet)  ADJUSTED  
 GX0020  ___________________________________________________________________
 GX0020  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GX0020  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GX0020  DYNAMIC HT  -         463.474 (meters)    1520.58  (feet)  COMP
 GX0020  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 GX0020
 GX0020  HORZ ORDER  -  SECOND
 GX0020  VERT ORDER  -  FIRST     CLASS II
 GX0020
 GX0020.The horizontal coordinates were established by classical geodetic methods
 GX0020.and adjusted by the National Geodetic Survey in November 1994..
 GX0020
 GX0020.The orthometric height was determined by differential leveling
 GX0020.and adjusted by the National Geodetic Survey in June 1991..
 GX0020
 GX0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0020
 GX0020.The geoid height was determined by GEOID03.
 GX0020
 GX0020.The dynamic height is computed by dividing the NAVD 88
 GX0020.geopotential number by the normal gravity value computed on the
 GX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0020.degrees latitude (g = 980.6199 gals.).
 GX0020
 GX0020.The modeled gravity was interpolated from observed gravity values.
 GX0020
 GX0020;                    North         East     Units Scale Factor Converg.
 GX0020;SPC VA S     - 1,165,864.583 3,358,076.055   MT  0.99997611   -0 58 42.0
 GX0020;SPC VA S     - 3,825,007.39 11,017,287.86   sFT  0.99997611   -0 58 42.0
 GX0020;SPC WV S     -    91,051.053   678,186.064   MT  0.99994613   +0 32 56.3
 GX0020;UTM  17      - 4,185,881.717   578,160.981   MT  0.99967524   +0 32 40.3
 GX0020
 GX0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0020!SPC VA S     -   0.99993221  x   0.99997611  =   0.99990832
 GX0020!SPC WV S     -   0.99993221  x   0.99994613  =   0.99987834
 GX0020!UTM  17      -   0.99993221  x   0.99967524  =   0.99960747
 GX0020
 GX0020                          SUPERSEDED SURVEY CONTROL
 GX0020
 GX0020  NAD 83(1986)-  37 49 01.17336(N)    080 06 43.10061(W) AD(       ) 2
 GX0020  NAD 27      -  37 49 00.73200(N)    080 06 43.86560(W) AD(       ) 2
 GX0020  NGVD 29 (??/??/92)  464.010  (m)         1522.34   (f) ADJ UNCH    1 2
 GX0020
 GX0020.Superseded values are not recommended for survey control.
 GX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0020.See file dsdata.txt to determine how the superseded data were derived.
 GX0020
 GX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB7816185882(NAD 83)
 GX0020_MARKER: DD = SURVEY DISK
 GX0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0020_STAMPING: B C 48 1944
 GX0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0020+STABILITY: SURFACE MOTION
 GX0020
 GX0020  HISTORY     - Date     Condition        Report By
 GX0020  HISTORY     - 1957     MONUMENTED       USGS
 GX0020  HISTORY     - 1958     GOOD             NGS
 GX0020  HISTORY     - 1963     GOOD             NGS
 GX0020
 GX0020                          STATION DESCRIPTION
 GX0020
 GX0020'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 GX0020'TO REACH STATION OGLE FROM THE U.S. POST OFFICE IN COVINGTON,
 GX0020'GO WESTERLY ON U.S. HIGHWAY 60 FOR 7.6 MILES TO THE JUNCTION
 GX0020'OF COUNTY ROUTE 661 ON THE RIGHT AND STATIION OGLE.
 GX0020'
 GX0020'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GX0020'OGLE, THE DISTANCE BEING 89.01 FEET OR 27.130 METERS.
 GX0020
 GX0020                          STATION RECOVERY (1958)
 GX0020
 GX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX0020'2.7 MI W FROM CALLAGHAN.
 GX0020'ABOUT 2.7 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0020'STATE HIGHWAY 159 AT CALLAGHAN, AT THE T JUNCTION OF ROAD 661
 GX0020'LEADING NORTH TO HOKES CHAPEL, 0.3 MILE WEST OF THE WEST END OF A
 GX0020'170-FOOT BRIDGE OVER OGLE CREEK, 33 FEET SOUTH OF CENTER LINE
 GX0020'OF HIGHWAY, 28 1/2 FEET EAST OF THE EXTENDED CENTER LINE OF
 GX0020'ROAD 661, 13 1/2 FEET NORTHEAST OF POWER LINE POLE C 114, 10 FEET
 GX0020'EAST OF A 10-INCH PINE TREE WITH A 4-INCH TRIANGLE BLAZE, 5 FEET
 GX0020'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 GX0020'POST PROJECTING 8 INCHES.  NOTE-- SLANTING DISK, ROD HELD ON LETTERS
 GX0020'OLO OF GEOLOGICAL.
 GX0020
 GX0020                          STATION RECOVERY (1963)
 GX0020
 GX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4558 ***********************************************************************
 HV4558  DESIGNATION -  B USE 1924
 HV4558  PID         -  HV4558
 HV4558  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4558  USGS QUAD   -  ALEXANDRIA (1994)
 HV4558
 HV4558                         *CURRENT SURVEY CONTROL
 HV4558  ___________________________________________________________________
 HV4558* NAD 83(1993)-  38 47 31.40910(N)    077 02 30.70610(W)     ADJUSTED  
 HV4558* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV4558  ___________________________________________________________________
 HV4558  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HV4558  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV4558
 HV4558  HORZ ORDER  -  SECOND
 HV4558
 HV4558.The horizontal coordinates were established by classical geodetic methods
 HV4558.and adjusted by the National Geodetic Survey in November 1994..
 HV4558
 HV4558.The orthometric height was scaled from a topographic map.
 HV4558
 HV4558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4558
 HV4558.The geoid height was determined by GEOID03.
 HV4558
 HV4558;                    North         East     Units Scale Factor Converg.
 HV4558;SPC VA N     - 2,125,923.771 3,626,670.787   MT  0.99995301   +0 54 36.2
 HV4558;SPC VA N     - 6,974,801.57 11,898,502.41   sFT  0.99995301   +0 54 36.2
 HV4558;SPC MD       -   124,923.826   396,363.164   MT  0.99995091   -0 01 34.6
 HV4558;SPC MD       -   409,854.25  1,300,401.48   sFT  0.99995091   -0 01 34.6
 HV4558;UTM  18      - 4,295,681.544   322,667.011   MT  0.99998725   -1 16 46.4
 HV4558
 HV4558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4558!SPC VA N     -   1.00000478  x   0.99995301  =   0.99995779
 HV4558!SPC MD       -   1.00000478  x   0.99995091  =   0.99995569
 HV4558!UTM  18      -   1.00000478  x   0.99998725  =   0.99999203
 HV4558
 HV4558|---------------------------------------------------------------------|
 HV4558| PID    Reference Object                     Distance      Geod. Az  |
 HV4558|                                                           dddmmss.s |
 HV4558| HV4550 ALEXANDRIA SHIPYARDS BLACK TK       192.479 METERS 01256     |
 HV4558| HV4536 A USE 1924                          198.061 METERS 08841     |
 HV4558| HV4563 C USE 1924                          453.673 METERS 3584423.7 |
 HV4558|---------------------------------------------------------------------|
 HV4558
 HV4558                          SUPERSEDED SURVEY CONTROL
 HV4558
 HV4558  NAD 83(1993)-  38 47 31.40740(N)    077 02 30.70752(W) AD(       ) 2
 HV4558  NAD 83(1986)-  38 47 31.40753(N)    077 02 30.71858(W) AD(       ) 2
 HV4558  NAD 27      -  38 47 30.99100(N)    077 02 31.79800(W) AD(       ) 2
 HV4558
 HV4558.Superseded values are not recommended for survey control.
 HV4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4558.See file dsdata.txt to determine how the superseded data were derived.
 HV4558
 HV4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2266795682(NAD 83)
 HV4558
 HV4558  HISTORY     - Date     Condition        Report By
 HV4558  HISTORY     - 1924     MONUMENTED       USE
 HV4558  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4558
 HV4558                          STATION DESCRIPTION
 HV4558
 HV4558'DESCRIBED BY US ENGINEERS 1924 (EWF)
 HV4558'A TEMPORARY MARK ON THE RAIL OF THE SHIPYARD AT JONES POINT.
 HV4558
 HV4558                          STATION RECOVERY (1996)
 HV4558
 HV4558'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6889 ***********************************************************************
 HV6889  DESIGNATION -  B USE 1932
 HV6889  PID         -  HV6889
 HV6889  STATE/COUNTY-  VA/WESTMORELAND
 HV6889  USGS QUAD   -  MACHODOC (1982)
 HV6889
 HV6889                         *CURRENT SURVEY CONTROL
 HV6889  ___________________________________________________________________
 HV6889* NAD 83(1993)-  38 07 18.04740(N)    076 38 20.84740(W)     ADJUSTED  
 HV6889* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6889  ___________________________________________________________________
 HV6889  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 HV6889  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 HV6889
 HV6889  HORZ ORDER  -  THIRD
 HV6889
 HV6889.The horizontal coordinates were established by classical geodetic methods
 HV6889.and adjusted by the National Geodetic Survey in November 1994..
 HV6889
 HV6889.The orthometric height was scaled from a topographic map.
 HV6889
 HV6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6889
 HV6889.The geoid height was determined by GEOID03.
 HV6889
 HV6889;                    North         East     Units Scale Factor Converg.
 HV6889;SPC VA N     - 2,052,159.192 3,663,161.336   MT  0.99998558   +1 09 41.1
 HV6889;SPC VA N     - 6,732,792.28 12,018,221.82   sFT  0.99998558   +1 09 41.1
 HV6889;SPC VA S     - 1,200,080.164 3,663,169.511   MT  1.00003197   +1 07 45.9
 HV6889;SPC VA S     - 3,937,263.00 12,018,248.64   sFT  1.00003197   +1 07 45.9
 HV6889;UTM  18      - 4,220,584.710   356,322.670   MT  0.99985424   -1 00 43.4
 HV6889
 HV6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6889!SPC VA N     -   1.00000509  x   0.99998558  =   0.99999067
 HV6889!SPC VA S     -   1.00000509  x   1.00003197  =   1.00003706
 HV6889!UTM  18      -   1.00000509  x   0.99985424  =   0.99985933
 HV6889
 HV6889:                Primary Azimuth Mark                     Grid Az
 HV6889:SPC VA N     -  CHURCH MARSH USE 1932                    188 08 08.5
 HV6889:SPC VA S     -  CHURCH MARSH USE 1932                    188 10 03.7
 HV6889:UTM  18      -  CHURCH MARSH USE 1932                    190 18 33.0
 HV6889
 HV6889|---------------------------------------------------------------------|
 HV6889| PID    Reference Object                     Distance      Geod. Az  |
 HV6889|                                                           dddmmss.s |
 HV6889| HV6897 CHURCH MARSH USE 1932               APPROX. 0.5 KM 1891749.6 |
 HV6889| HV6911 PLUM USE 1932                       265.337 METERS 31631     |
 HV6889|---------------------------------------------------------------------|
 HV6889
 HV6889                          SUPERSEDED SURVEY CONTROL
 HV6889
 HV6889  NAD 83(1993)-  38 07 18.04621(N)    076 38 20.85166(W) AD(       ) 3
 HV6889  NAD 83(1986)-  38 07 18.04727(N)    076 38 20.86358(W) AD(       ) 3
 HV6889  NAD 27      -  38 07 17.59300(N)    076 38 22.00900(W) AD(       ) 3
 HV6889
 HV6889.Superseded values are not recommended for survey control.
 HV6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6889.See file dsdata.txt to determine how the superseded data were derived.
 HV6889
 HV6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5632320585(NAD 83)
 HV6889_MARKER: H = DRILL HOLE
 HV6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6889+STABILITY: SURFACE MOTION
 HV6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV6889+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 HV6889
 HV6889  HISTORY     - Date     Condition        Report By
 HV6889  HISTORY     - 1932     MONUMENTED       USE
 HV6889  HISTORY     - 1957     GOOD             CGS
 HV6889  HISTORY     - 1961     GOOD             CGS
 HV6889  HISTORY     - 19981021 GOOD             USPSQD
 HV6889  HISTORY     - 20030313 GOOD             USPSQD
 HV6889  HISTORY     - 20051130 GOOD             USPSQD
 HV6889
 HV6889                          STATION DESCRIPTION
 HV6889
 HV6889'DESCRIBED BY US ENGINEERS 1932
 HV6889'U.S.E. MAP OF LOWER MACHODOC RIVER, SURVEY OF DECEMBER 1928, GIVES
 HV6889'THE FOLLOWING DESCRIPTION OF THIS STATION--
 HV6889'
 HV6889'STATION B IS AN OLD STONE MONUMENT 6 INCHES ABOVE SURFACE,
 HV6889'MEASURING 0.45- BY 0.50-FOOT ON TOP WITH 1-INCH HOLE AS CENTER,
 HV6889'SET IN SAND.  AROUND IT GROWS HIGH GRASS AND BUSHES.
 HV6889'
 HV6889'FOUND STATION AND WITNESS TREES AS DESCRIBED.
 HV6889
 HV6889                          STATION RECOVERY (1957)
 HV6889
 HV6889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6889'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6889'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6889'
 HV6889'THE 12 INCH PERSIMMON AND 6 INCH CEDAR TREES HAVE BEEN REMOVED.
 HV6889'
 HV6889'THE STATION IS 156.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HV6889'SUMMER COTTAGE, 58.0 FEET SOUTH OF A DEAD 13 INCH CEDAR TREE AND
 HV6889'29.0 FEET NORTHWEST OF THE MEAN HIGH-WATER LINE.  THE MONUMENT
 HV6889'PROJECTS 3 INCHES ABOVE THE GROUND.
 HV6889
 HV6889                          STATION RECOVERY (1961)
 HV6889
 HV6889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6889'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6889'DESCRIPTION WITH ADDITIONS BY W.F.D. IN 1957 IS ADEQUATE EXCEPT
 HV6889'THAT THE DEAD CEDAR HAS BEEN CHOPPED DOWN.
 HV6889
 HV6889                          STATION RECOVERY (1998)
 HV6889
 HV6889'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6889'RECOVERED IN GOOD CONDITION.
 HV6889
 HV6889                          STATION RECOVERY (2003)
 HV6889
 HV6889'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6889'RECOVERED IN GOOD CONDITION.
 HV6889
 HV6889                          STATION RECOVERY (2005)
 HV6889
 HV6889'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6889'MARK IS AT 750 NARROW BEACH ROAD, TURN LEFT ON RT 724 TO HOUSE AT END
 HV6889'OF ROAD AND MARK IS SOUTH OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1988 ***********************************************************************
 GX1988  DESIGNATION -  BA
 GX1988  PID         -  GX1988
 GX1988  STATE/COUNTY-  VA/TAZEWELL
 GX1988  USGS QUAD   -  AMONATE (1977)
 GX1988
 GX1988                         *CURRENT SURVEY CONTROL
 GX1988  ___________________________________________________________________
 GX1988* NAD 83(1986)-  37 08 25.     (N)    081 40 47.     (W)     SCALED    
 GX1988* NAVD 88     -       680.202  (meters)    2231.63   (feet)  ADJUSTED  
 GX1988  ___________________________________________________________________
 GX1988  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GX1988  DYNAMIC HT  -         679.600 (meters)    2229.65  (feet)  COMP
 GX1988  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 GX1988
 GX1988  VERT ORDER  -  SECOND    CLASS 0
 GX1988
 GX1988.The horizontal coordinates were scaled from a topographic map and have
 GX1988.an estimated accuracy of +/- 6 seconds.
 GX1988
 GX1988.The orthometric height was determined by differential leveling
 GX1988.and adjusted by the National Geodetic Survey in June 1991..
 GX1988
 GX1988.The geoid height was determined by GEOID03.
 GX1988
 GX1988.The dynamic height is computed by dividing the NAVD 88
 GX1988.geopotential number by the normal gravity value computed on the
 GX1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1988.degrees latitude (g = 980.6199 gals.).
 GX1988
 GX1988.The modeled gravity was interpolated from observed gravity values.
 GX1988
 GX1988;                    North         East    Units  Estimated Accuracy
 GX1988;SPC VA S     - 1,094,310.    3,217,560.      MT  (+/- 180 meters Scaled)
 GX1988
 GX1988                          SUPERSEDED SURVEY CONTROL
 GX1988
 GX1988  NGVD 29 (??/??/92)  680.33   (m)         2232.0    (f) COMPUTED    2 0
 GX1988
 GX1988.Superseded values are not recommended for survey control.
 GX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1988.See file dsdata.txt to determine how the superseded data were derived.
 GX1988
 GX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB396106(NAD 83)
 GX1988_MARKER: N = NAIL
 GX1988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1988_SP_SET: TREE
 GX1988_STAMPING: BA
 GX1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1988
 GX1988  HISTORY     - Date     Condition        Report By
 GX1988  HISTORY     - UNK      MONUMENTED       CGS
 GX1988  HISTORY     - 1958     GOOD             NGS
 GX1988
 GX1988                          STATION DESCRIPTION
 GX1988
 GX1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1988'2.1 MI E FROM BANDY.
 GX1988'BA IS A NAIL AND WASHER STAMPED BA AND SET IN A NOTCH CUT IN THE
 GX1988'LARGE ROOT ON THE SOUTH SIDE OF A 36-INCH OAK TREE WHICH IS IN
 GX1988'A FENCE CORNER, 22.2 FEET SOUTHWEST OF BENCH MARK C 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8310 ***********************************************************************
 HV8310  DESIGNATION -  BA 1
 HV8310  PID         -  HV8310
 HV8310  STATE/COUNTY-  VA/FAIRFAX
 HV8310  USGS QUAD   -  HERNDON (1994)
 HV8310
 HV8310                         *CURRENT SURVEY CONTROL
 HV8310  ___________________________________________________________________
 HV8310* NAD 83(1993)-  38 54 58.59999(N)    077 25 11.61452(W)     ADJUSTED  
 HV8310* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 HV8310  ___________________________________________________________________
 HV8310  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 HV8310  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV8310
 HV8310  HORZ ORDER  -  SECOND
 HV8310
 HV8310.The horizontal coordinates were established by classical geodetic methods
 HV8310.and adjusted by the National Geodetic Survey in November 1994..
 HV8310
 HV8310.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8310
 HV8310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8310
 HV8310.The geoid height was determined by GEOID03.
 HV8310
 HV8310;                    North         East     Units Scale Factor Converg.
 HV8310;SPC VA N     - 2,139,258.188 3,593,670.232   MT  0.99996195   +0 40 26.8
 HV8310;SPC VA N     - 7,018,549.57 11,790,233.09   sFT  0.99996195   +0 40 26.8
 HV8310;UTM  18      - 4,310,270.009   290,197.224   MT  1.00014205   -1 31 14.5
 HV8310
 HV8310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8310!SPC VA N     -   0.99998789  x   0.99996195  =   0.99994984
 HV8310!UTM  18      -   0.99998789  x   1.00014205  =   1.00012993
 HV8310
 HV8310                          SUPERSEDED SURVEY CONTROL
 HV8310
 HV8310  NAD 83(1993)-  38 54 58.59967(N)    077 25 11.61895(W) AD(       ) 2
 HV8310  NAD 83(1986)-  38 54 58.59938(N)    077 25 11.62690(W) AD(       ) 2
 HV8310  NGVD 29 (01/12/90)  109.2    (m)          358.     (f) VERT ANG       
 HV8310
 HV8310.Superseded values are not recommended for survey control.
 HV8310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8310.See file dsdata.txt to determine how the superseded data were derived.
 HV8310
 HV8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9019710270(NAD 83)
 HV8310_MARKER: Z = SEE DESCRIPTION
 HV8310_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8310_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8310_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8310
 HV8310  HISTORY     - Date     Condition        Report By
 HV8310  HISTORY     - 1975     MONUMENTED       VA-059
 HV8310
 HV8310                          STATION DESCRIPTION
 HV8310
 HV8310'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8310'THE STATION IS LOCATED ABOUT 7.8 MILES NORTHEAST OF FAIRFAX, 4.0
 HV8310'MILES SOUTH OF HERNDON, 1.9 MILES NORTH OF CHANTILLY, ALONG THE SIDE
 HV8310'OF CENTREVILLE ROAD IN A FIELD. SEE FAIRFAX COUNTY TAX MAP 24-4, 1-6,
 HV8310'REVISED TO 1-1-76.
 HV8310'
 HV8310'TO REACH THE STATION FROM THE INTERSECTION OF LEE-JACKSON MEMORIAL
 HV8310'HIGHWAY, US ROUTE 50, AND CENTREVILLE ROAD, ROUTE 657, IN CHANTILLY,
 HV8310'GO NORTHWEST ON CENTREVILLE ROAD FOR 1.3 MILES TO A FIELD AND STATION
 HV8310'ON LEFT. THE LOCATION IS BETWEEN WALL ROAD AND MCLEARAN ROAD.
 HV8310'
 HV8310'THE STATION IS AN IRON PIN AND PLASTIC YELLOW CAP STAMPED---FAIRFAX
 HV8310'CO DPW SUR--- IN THE GROUND APPROXIMATELY 08 INCHES BENEATH THE
 HV8310'SURFACE.  AN IRON RAILROAD SPIKE WAS ADDED TO AID IN MAGNETIC
 HV8310'DETECTION.   LOCATED 20 FEET S FROM THE FIELD ENTRANCE AND 22 FEET E
 HV8310'FROM THE CENTERLINE OF ROUTE 657.
 HV8310'
 HV8310'REFERENCE MARK NO. 01 IS VEPCO UTILITY POLE VO-99 SET ACROSS
 HV8310'CENTREVILLE ROAD FROM THE STATION. LOCATED 15 FEET E FROM THE
 HV8310'CENTERLINE OF ROUTE 657.
 HV8310'
 HV8310'REFERENCE MARK NO. 02 IS THE CLOSEST EDGE OF PAVEMENT OF
 HV8310'CENTREVILLE ROAD. LOCATED 21 FEET SW FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8311 ***********************************************************************
 HV8311  DESIGNATION -  BA 13
 HV8311  PID         -  HV8311
 HV8311  STATE/COUNTY-  VA/FAIRFAX
 HV8311  USGS QUAD   -  VIENNA (1994)
 HV8311
 HV8311                         *CURRENT SURVEY CONTROL
 HV8311  ___________________________________________________________________
 HV8311* NAD 83(1993)-  38 57 08.47975(N)    077 20 41.22438(W)     ADJUSTED  
 HV8311* NAVD 88     -       118.765  (meters)     389.65   (feet)  ADJUSTED  
 HV8311  ___________________________________________________________________
 HV8311  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HV8311  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV8311  DYNAMIC HT  -         118.701 (meters)     389.44  (feet)  COMP
 HV8311  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 HV8311
 HV8311  HORZ ORDER  -  SECOND
 HV8311  VERT ORDER  -  THIRD
 HV8311
 HV8311.The horizontal coordinates were established by classical geodetic methods
 HV8311.and adjusted by the National Geodetic Survey in November 1994..
 HV8311
 HV8311.The orthometric height was determined by differential leveling
 HV8311.and adjusted by the National Geodetic Survey in September 2004..
 HV8311
 HV8311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8311
 HV8311.The geoid height was determined by GEOID03.
 HV8311
 HV8311.The dynamic height is computed by dividing the NAVD 88
 HV8311.geopotential number by the normal gravity value computed on the
 HV8311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8311.degrees latitude (g = 980.6199 gals.).
 HV8311
 HV8311.The modeled gravity was interpolated from observed gravity values.
 HV8311
 HV8311;                    North         East     Units Scale Factor Converg.
 HV8311;SPC VA N     - 2,143,342.166 3,600,133.133   MT  0.99996542   +0 43 15.6
 HV8311;SPC VA N     - 7,031,948.42 11,811,436.79   sFT  0.99996542   +0 43 15.6
 HV8311;UTM  18      - 4,314,104.052   296,812.885   MT  1.00010839   -1 28 28.6
 HV8311
 HV8311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8311!SPC VA N     -   0.99998634  x   0.99996542  =   0.99995176
 HV8311!UTM  18      -   0.99998634  x   1.00010839  =   1.00009473
 HV8311
 HV8311                          SUPERSEDED SURVEY CONTROL
 HV8311
 HV8311  NAD 83(1993)-  38 57 08.47930(N)    077 20 41.22697(W) AD(       ) 2
 HV8311  NAD 83(1986)-  38 57 08.47946(N)    077 20 41.23549(W) AD(       ) 2
 HV8311  NGVD 29 (01/12/90)  119.0    (m)          390.     (f) VERT ANG       
 HV8311
 HV8311.Superseded values are not recommended for survey control.
 HV8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8311.See file dsdata.txt to determine how the superseded data were derived.
 HV8311
 HV8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9681314104(NAD 83)
 HV8311_MARKER: DE = TRAVERSE STATION DISK
 HV8311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8311_SP_SET: CURB
 HV8311_STAMPING: BA 13 1975
 HV8311_MARK LOGO: VA-059
 HV8311_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8311
 HV8311  HISTORY     - Date     Condition        Report By
 HV8311  HISTORY     - 1975     MONUMENTED       VA-059
 HV8311  HISTORY     - 1975     GOOD             VA-059
 HV8311  HISTORY     - 19920120 GOOD             MSI
 HV8311
 HV8311                          STATION DESCRIPTION
 HV8311
 HV8311'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8311'THE STATION IS LOCATED ABOUT 7.39 MILES NORTHWEST OF FAIRFAX, 2.50
 HV8311'MILES SOUTHEAST OF HERNDON AND 4.36 MILES SOUTHWEST OF GREATFALLS IN
 HV8311'THE RESTON AREA ON SUNSET HILLS ROAD AT THE POWER STATION RELAY ON
 HV8311'THE CURB, SEE FAIRFAX COUNTY TAX MAP 17-4.
 HV8311'
 HV8311'TO REACH THE STATION FROM THE INTERSECTION OF LEE-JACKSON MEMORIAL
 HV8311'HIGHWAY US ROUTE 50 AND WEST OX ROAD ROUTE 608, IN PENDER, PROCEED
 HV8311'NORTHWESTERLY ALONG WEST OX ROAD FOR 3.3 MILES TO LAWYERS ROAD. BEAR
 HV8311'RIGHT, NORTH, WITH LAWYERS ROAD AND PROCEED FOR 1.15 MILES TO THE
 HV8311'INTERSECTION WITH FOX MILL ROAD, ROUTE 665, TURN LEFT, NORTHWEST, AND
 HV8311'PROCEED FOR 0.1 MILES TO THE INTERSECTION WITH RESTON AVENUE, TURN
 HV8311'RIGHT, NORTWEST, ONTO RESTON AVENUE AND PROCEED FOR 2.5 MILES TO THE
 HV8311'INTERSECTION WITH SUNSET HILLS ROAD NEAR DISTILLERY. TURN RIGHT
 HV8311'SOUTHEAST AND PROCEED FOR 0.45 MILES TO MONUMENT IN THE CURB ON THE
 HV8311'LEFT JUST PRIOR TO THE ENTRANCE TO THE POWER SUBSTATION. BA-13 IS A
 HV8311'STANDARD FAIRFAX COUNTY DEPARTMENT OF PUB WORKS BRASS SURVEY DISC SET
 HV8311'FLUSH IN A DRILL HOLE IN THE CONCRETE CURB.
 HV8311'
 HV8311'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8311'BA-13 1975--- SET IN THE CONCRETE CURB ON SUNSET HILLS ROAD
 HV8311'LOCATED 21 FEET NE FROM THE CENTERLINE OF SUNSET HILLS ROAD.
 HV8311'
 HV8311'REFERENCE MARK NO. 01 IS A BRASS DISC IN THE TOP OF CURB ON SUNSET
 HV8311'HILLS ROAD LOCATED 21 FEET NE FROM THE CENTER LINE OF SUNSET HILLS
 HV8311'ROAD.
 HV8311'
 HV8311'REFERENCE MARK NO. 02 IS A BRASS DISC IN THE TOP OF CURB ON SUNSET
 HV8311'HILLS ROAD LOCATED 21 FEET NE FROM THE CENTER LINE OF SUNSET HILLS
 HV8311'ROAD, AND 62 FEET E FROM RM 1.
 HV8311
 HV8311                          STATION RECOVERY (1975)
 HV8311
 HV8311'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8311'RECOVERED IN GOOD CONDITION.
 HV8311
 HV8311                          STATION RECOVERY (1992)
 HV8311
 HV8311'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8311'THE STATION IS LOCATED ABOUT 7.39 MILES (11.89 KM) NORTHWEST OF
 HV8311'FAIRFAX, 2.50 MILES (4.02 KM) SOUTHEAST OF HERNDON AND 4.36 MILES
 HV8311'(7.02 KM) SOUTHWEST OF GREATFALLS IN THE RESTON AREA ON SUNSET HILLS
 HV8311'ROAD AT THE POWER STATION RELAY ON THE CURB, SEE FAIRFAX COUNTY TAX
 HV8311'MAP 17-4.  TO REACH THE STATION FROM THE INTERSECTION OF LEE-JACKSON
 HV8311'MEMORIAL HIGHWAY US ROUTE 50 AND WEST OX ROAD ROUTE 608, IN PENDER,
 HV8311'PROCEED NORTHWESTERLY ALONG WEST OX ROAD FOR 3.3 MILES (5.3 KM) TO
 HV8311'LAWYERS ROAD.  BEAR RIGHT, NORTH, WITH LAWYERS ROAD AND PROCEED FOR
 HV8311'1.15 MILES (1.85 KM) TO THE INTERSECTION WITH FOX MILL ROAD, ROUTE
 HV8311'665, TURN LEFT, NORTHWEST, AND PROCEED FOR 0.1 MILES (0.2 KM) TO THE
 HV8311'INTERSECTION WITH RESTON AVENUE, TURN RIGHT, NORTHWEST, ONTO RESTON
 HV8311'AVENUE AND PROCEED FOR 2.5 MILES (4.0 KM) TO THE INTERSECTION WITH
 HV8311'SUNSET HILLS ROAD NEAR DISTILLERY.  TURN RIGHT SOUTHEAST AND PROCEED
 HV8311'FOR 0.45 MILES (0.72 KM) TO MONUMENT IN THE CURB ON THE LEFT JUST
 HV8311'PRIOR TO THE ENTRANCE TO THE POWER SUBSTATION, IN THE CURB ON SUNSET
 HV8311'HILLS ROAD, 21 FEET (6.4 M) NE OF THE CENTERLINE OF SUNSET HILLS
 HV8311'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8312 ***********************************************************************
 HV8312  DESIGNATION -  BA 14
 HV8312  PID         -  HV8312
 HV8312  STATE/COUNTY-  VA/FAIRFAX
 HV8312  USGS QUAD   -  VIENNA (1994)
 HV8312
 HV8312                         *CURRENT SURVEY CONTROL
 HV8312  ___________________________________________________________________
 HV8312* NAD 83(1993)-  38 58 02.46767(N)    077 19 42.64827(W)     ADJUSTED  
 HV8312* NAVD 88     -       115.8    (meters)     380.     (feet)  VERTCON   
 HV8312  ___________________________________________________________________
 HV8312  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 HV8312  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV8312
 HV8312  HORZ ORDER  -  SECOND
 HV8312
 HV8312.The horizontal coordinates were established by classical geodetic methods
 HV8312.and adjusted by the National Geodetic Survey in November 1994..
 HV8312
 HV8312.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8312
 HV8312.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8312
 HV8312.The geoid height was determined by GEOID03.
 HV8312
 HV8312;                    North         East     Units Scale Factor Converg.
 HV8312;SPC VA N     - 2,145,024.695 3,601,522.183   MT  0.99996698   +0 43 52.1
 HV8312;SPC VA N     - 7,037,468.52 11,815,994.03   sFT  0.99996698   +0 43 52.1
 HV8312;SPC MD       -   144,433.200   371,530.445   MT  0.99995112   -0 12 22.3
 HV8312;SPC MD       -   473,861.26  1,218,929.47   sFT  0.99995112   -0 12 22.3
 HV8312;UTM  18      - 4,315,732.350   298,265.581   MT  1.00010115   -1 27 53.4
 HV8312
 HV8312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8312!SPC VA N     -   0.99998681  x   0.99996698  =   0.99995379
 HV8312!SPC MD       -   0.99998681  x   0.99995112  =   0.99993793
 HV8312!UTM  18      -   0.99998681  x   1.00010115  =   1.00008796
 HV8312
 HV8312                          SUPERSEDED SURVEY CONTROL
 HV8312
 HV8312  NAD 83(1993)-  38 58 02.46712(N)    077 19 42.65024(W) AD(       ) 2
 HV8312  NAD 83(1986)-  38 58 02.46822(N)    077 19 42.65994(W) AD(       ) 2
 HV8312  NGVD 29 (01/12/90)  116.0    (m)          381.     (f) VERT ANG       
 HV8312
 HV8312.Superseded values are not recommended for survey control.
 HV8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8312.See file dsdata.txt to determine how the superseded data were derived.
 HV8312
 HV8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9826615732(NAD 83)
 HV8312_MARKER: DE = TRAVERSE STATION DISK
 HV8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8312+STABILITY: SURFACE MOTION
 HV8312
 HV8312  HISTORY     - Date     Condition        Report By
 HV8312  HISTORY     - 1975     MONUMENTED       VA-059
 HV8312  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8312
 HV8312                          STATION DESCRIPTION
 HV8312
 HV8312'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8312'THE STATION IS LOCATED ABOUT 8.4 MILES NORTH OF FAIRFAX, 5.7 MILES
 HV8312'NORTHWEST OF VIENNA, 3.0 MILES EAST OF HERNDON AT THE TOP OF THE HILL
 HV8312'WHERE THE PIPELINE EASEMENT CROSSES BECONTREE LANE BETWEEN FOREST
 HV8312'EDGE SCHOOL AND THE CEDAR RIDGE APARTMENTS IN RESTON, SEE FAIFAX
 HV8312'COUNTY TAX MAP 18-1, 1400 BLOCK OF BECONTREE LANE REVISED TO 1-1-76.
 HV8312'
 HV8312'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 7, LEESBURG PIKE,
 HV8312'AND ROUTE 606, BARON CAMERON AVENUE, NEAR RESTON, GO SOUTH AND WEST
 HV8312'ON ROUTE 606 FOR 1.1 MILES TO THE JUNCTION WITH ROUTE 828, WIEHLE
 HV8312'AVENUE. TURN LEFT AND GO SOUTH ON ROUTE 828 FOR 0.3 MILES TO THE
 HV8312'JUNCTION WITH ROUTE 4726, NORTH SHORE DRIVE. TURN LEFT AND GO EAST ON
 HV8312'ROUTE 4726 FOR 0.1 MILES TO THE JUNCTION WITH ROUTE 4787, BECONTREE
 HV8312'LANE. TURN RIGHT ONTO ROUTE 4787 AND GO SOUTH FOR 0.25 MILES TO THE
 HV8312'GAS LINE CROSSING, THENCE LEFT ON PIPELINE TO STATION ATOP HILL NEAR
 HV8312'THE GARDEN FENCE.
 HV8312'
 HV8312'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8312'BA-14 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8312'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 6
 HV8312'FEET S FROM A WITNESS POST, AND 258 FEET NE FROM THE CENTERLINE OF
 HV8312'BECONTREE LANE.
 HV8312'
 HV8312'REFERENCE MARK NO. 01 IS THE TOP OF THE CORNER FENCE POST IN THE
 HV8312'SOUTHERNMOST CORNER OF THE GARDEN FENCE LOCATED 264 FEET NE FROM THE
 HV8312'CENTERLINE OF BECONTREE LANE.
 HV8312'
 HV8312'REFERENCE MARK NO. 02 IS THE TOP OF THE FENCE POST BESIDE THE FRONT
 HV8312'FENCE GATE. LOCATED 260 FEET NE FROM THE CENTERLINE OF BECONTREE
 HV8312'LANE, AND 40 FEET NW FROM RM 1.
 HV8312
 HV8312                          STATION RECOVERY (1997)
 HV8312
 HV8312'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8313 ***********************************************************************
 HV8313  DESIGNATION -  BA 15
 HV8313  PID         -  HV8313
 HV8313  STATE/COUNTY-  VA/FAIRFAX
 HV8313  USGS QUAD   -  VIENNA (1994)
 HV8313
 HV8313                         *CURRENT SURVEY CONTROL
 HV8313  ___________________________________________________________________
 HV8313* NAD 83(1993)-  38 58 14.39445(N)    077 19 30.54835(W)     ADJUSTED  
 HV8313* NAVD 88     -       113.4    (meters)     372.     (feet)  VERTCON   
 HV8313  ___________________________________________________________________
 HV8313  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 HV8313  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV8313
 HV8313  HORZ ORDER  -  SECOND
 HV8313
 HV8313.The horizontal coordinates were established by classical geodetic methods
 HV8313.and adjusted by the National Geodetic Survey in November 1994..
 HV8313
 HV8313.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8313
 HV8313.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8313
 HV8313.The geoid height was determined by GEOID03.
 HV8313
 HV8313;                    North         East     Units Scale Factor Converg.
 HV8313;SPC VA N     - 2,145,396.166 3,601,808.736   MT  0.99996734   +0 43 59.7
 HV8313;SPC VA N     - 7,038,687.25 11,816,934.16   sFT  0.99996734   +0 43 59.7
 HV8313;SPC MD       -   144,799.929   371,823.031   MT  0.99995121   -0 12 14.7
 HV8313;SPC MD       -   475,064.43  1,219,889.39   sFT  0.99995121   -0 12 14.7
 HV8313;UTM  18      - 4,316,092.617   298,566.198   MT  1.00009965   -1 27 46.2
 HV8313
 HV8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8313!SPC VA N     -   0.99998719  x   0.99996734  =   0.99995453
 HV8313!SPC MD       -   0.99998719  x   0.99995121  =   0.99993840
 HV8313!UTM  18      -   0.99998719  x   1.00009965  =   1.00008684
 HV8313
 HV8313                          SUPERSEDED SURVEY CONTROL
 HV8313
 HV8313  NAD 83(1993)-  38 58 14.39386(N)    077 19 30.55019(W) AD(       ) 2
 HV8313  NAD 83(1986)-  38 58 14.39521(N)    077 19 30.56020(W) AD(       ) 2
 HV8313  NGVD 29 (01/12/90)  113.6    (m)          373.     (f) VERT ANG       
 HV8313
 HV8313.Superseded values are not recommended for survey control.
 HV8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8313.See file dsdata.txt to determine how the superseded data were derived.
 HV8313
 HV8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9856616093(NAD 83)
 HV8313_MARKER: DE = TRAVERSE STATION DISK
 HV8313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8313+STABILITY: SURFACE MOTION
 HV8313
 HV8313  HISTORY     - Date     Condition        Report By
 HV8313  HISTORY     - 1975     MONUMENTED       VA-059
 HV8313  HISTORY     - 19970215 GOOD             USPSQD
 HV8313
 HV8313                          STATION DESCRIPTION
 HV8313
 HV8313'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8313'THE STATION IS LOCATED ABOUT 8.6 MILES NORTH OF FAIRFAX, 5.7 MILES
 HV8313'NORTHWEST OF VIENNA, 3.3 MILES EAST OF HERNDON, BESIDE THE ASPHALT
 HV8313'WALK THAT FORMS A DIAMETER LINE THROUGH THE CIRCLE FORMED BY RING
 HV8313'ROAD IN RESTON, SEE FAIRFAX COUNTY TAX MAP 18-1, 1100 BLOCK RING
 HV8313'ROAD, REVISED TO 1-1-76.
 HV8313'
 HV8313'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 7 AND ROUTE 606,
 HV8313'BARON CAMERON AVENUE, GO SOUTH AND WEST ON ROUTE 606 FOR 1.1 MILES TO
 HV8313'THE JUNCTION WITH ROUTE 828, WIEHLE AVENUE. TURN LEFT AND GO 0.3
 HV8313'MILES SOUTH ON ROUTE 828 TO THE JUNCTION OF ROUTE 4726, NORTH SHORE
 HV8313'DRIVE. TURN LEFT ONTO ROUTE 4726 AND GO 0.35 MILES EAST TO THE
 HV8313'INTERSECTION WITH ROUTE 4783, RING ROAD.  CONTINUE STRAIGHT AHEAD
 HV8313'ONTO AN ASPHALT WALK AND GO 0.12 MILES TO THE TOP OF THE HILL AND THE
 HV8313'STATION ON THE RIGHT.
 HV8313'
 HV8313'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8313'BA-15 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 HV8313'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 6
 HV8313'FEET NW FROM A STEEL WITNESS POST, 24 FEET S FROM THE SOUTH CORNER
 HV8313'OF THE BASKETBALL COURT, AND 500 FEET NE FROM THE CENTERLINE OF RING
 HV8313'ROAD.
 HV8313'
 HV8313'REFERENCE MARK NO. 01 IS A NAIL IN THE SIDE OF A 4 INCH WHITE PINE
 HV8313'TREE LOCATED 24 FEET S FROM RM-3.
 HV8313'
 HV8313'REFERENCE MARK NO. 02 IS THE SMALLER OF TWO IRON PIPES IN THE ASPHALT
 HV8313'OF THE SOUTHERN END OF THE BASKETBALL COURT. LOCATED 35 FEET N FROM
 HV8313'RM-3, AND 25 FEET N FROM THE SOUTH CORNER OF THE BASKETBALL COURT.
 HV8313'
 HV8313'REFERENCE MARK NO. 03 IS A BRASS DISC IN A CYLINDRICAL CONCRETE
 HV8313'MONUMENT. LOCATED 4 FEET NW FROM THE EDGE OF THE ASPHALT WALK.
 HV8313
 HV8313                          STATION RECOVERY (1997)
 HV8313
 HV8313'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8314 ***********************************************************************
 HV8314  DESIGNATION -  BA 16
 HV8314  PID         -  HV8314
 HV8314  STATE/COUNTY-  VA/FAIRFAX
 HV8314  USGS QUAD   -  VIENNA (1994)
 HV8314
 HV8314                         *CURRENT SURVEY CONTROL
 HV8314  ___________________________________________________________________
 HV8314* NAD 83(1993)-  38 58 27.07194(N)    077 19 19.53946(W)     ADJUSTED  
 HV8314* NAVD 88     -        97.331  (meters)     319.33   (feet)  ADJUSTED  
 HV8314  ___________________________________________________________________
 HV8314  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HV8314  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV8314  DYNAMIC HT  -          97.279 (meters)     319.16  (feet)  COMP
 HV8314  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 HV8314
 HV8314  HORZ ORDER  -  SECOND
 HV8314  VERT ORDER  -  THIRD
 HV8314
 HV8314.The horizontal coordinates were established by classical geodetic methods
 HV8314.and adjusted by the National Geodetic Survey in November 1994..
 HV8314
 HV8314.The orthometric height was determined by differential leveling
 HV8314.and adjusted by the National Geodetic Survey in September 2004..
 HV8314.No vertical observational check was made to the station.
 HV8314
 HV8314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8314
 HV8314.The geoid height was determined by GEOID03.
 HV8314
 HV8314.The dynamic height is computed by dividing the NAVD 88
 HV8314.geopotential number by the normal gravity value computed on the
 HV8314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8314.degrees latitude (g = 980.6199 gals.).
 HV8314
 HV8314.The modeled gravity was interpolated from observed gravity values.
 HV8314
 HV8314;                    North         East     Units Scale Factor Converg.
 HV8314;SPC VA N     - 2,145,790.459 3,602,068.705   MT  0.99996772   +0 44 06.5
 HV8314;SPC VA N     - 7,039,980.86 11,817,787.08   sFT  0.99996772   +0 44 06.5
 HV8314;SPC MD       -   145,189.910   372,089.411   MT  0.99995132   -0 12 07.8
 HV8314;SPC MD       -   476,343.90  1,220,763.34   sFT  0.99995132   -0 12 07.8
 HV8314;UTM  18      - 4,316,476.709   298,841.121   MT  1.00009829   -1 27 39.7
 HV8314
 HV8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8314!SPC VA N     -   0.99998970  x   0.99996772  =   0.99995742
 HV8314!SPC MD       -   0.99998970  x   0.99995132  =   0.99994102
 HV8314!UTM  18      -   0.99998970  x   1.00009829  =   1.00008799
 HV8314
 HV8314                          SUPERSEDED SURVEY CONTROL
 HV8314
 HV8314  NAD 83(1993)-  38 58 27.07133(N)    077 19 19.54116(W) AD(       ) 2
 HV8314  NAD 83(1986)-  38 58 27.07290(N)    077 19 19.55148(W) AD(       ) 2
 HV8314  NGVD 29 (01/12/90)   97.5    (m)          320.     (f) VERT ANG       
 HV8314
 HV8314.Superseded values are not recommended for survey control.
 HV8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8314.See file dsdata.txt to determine how the superseded data were derived.
 HV8314
 HV8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9884116477(NAD 83)
 HV8314_MARKER: DE = TRAVERSE STATION DISK
 HV8314_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HV8314_SP_SET: RETAINING WALL
 HV8314_STAMPING: BA-16 1975
 HV8314_MARK LOGO: VA-059
 HV8314_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8314+STABILITY: SURFACE MOTION
 HV8314
 HV8314  HISTORY     - Date     Condition        Report By
 HV8314  HISTORY     - 1975     MONUMENTED       VA-059
 HV8314  HISTORY     - 1975     GOOD             VA-059
 HV8314  HISTORY     - 19920120 GOOD             MSI
 HV8314  HISTORY     - 19991115 GOOD             USPSQD
 HV8314
 HV8314                          STATION DESCRIPTION
 HV8314
 HV8314'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8314'THE STATION IS LOCATED ABOUT 8.8 MILES NORTH OF FAIRFAX, 5.8 MILES
 HV8314'NORTHWEST OF VIENNA, 3.4 MILES EAST OF HERNDON, ON THE
 HV8314'TRANSCONTINENTAL GAS PIPE LINE COMPANY EASEMENT ALONG THE SOUTH SIDE
 HV8314'OF BARON CAMERON AVENUE NEAR ITS JUNCTION WITH LEESBURG PIKE NEAR
 HV8314'RESTON, SEE FAIRFAX COUNTY TAX MAP 12-3, 10900 BLOCK RING ROAD,
 HV8314'REVISED TO 1-1-76.
 HV8314'
 HV8314'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 828, WIEHLE
 HV8314'AVENUE, AND ROUTE 606, BARON CAMERON AVENUE, IN RESTON, GO EAST ON
 HV8314'ROUTE 606 FOR 0.65 MILES TO THE TRANSCO PIPE LINE CROSSING AND ACCESS
 HV8314'TO SAME ON RIGHT THROUGH GUARD RAIL. TURN RIGHT, SOUTHWEST, AND GO
 HV8314'DOWNHILL TO UNDERGROUND GAS TRANSMISSION CHAMBER AND STATION ON
 HV8314'NORTHWEST CORNER.
 HV8314'
 HV8314'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8314'BA-16 1975--- SET IN THE CONCRETE TOP OF THE UNDERGROUND TRANSCO
 HV8314'GAS TRANSMISSION BOX. LOCATED 150 FEET S FROM THE EDGE OF ROUTE 606,
 HV8314'25 FEET N FROM A GAS LINE MARKER POST A, AND 54 FEET SE FROM A
 HV8314'TELEPHONE POLE MARKED VA-1.
 HV8314'
 HV8314'REFERENCE MARK NO. 01 IS A CHISELED X IN THE CONCRETE TOP OF TRANSCO
 HV8314'GAS TRANSMISSION BOX LOCATED 160 FEET S FROM THE CENTERLINE OF THE
 HV8314'EASTBOUND LANES OF ROUTE 606, AND 6 FEET N FROM RM 2.
 HV8314'
 HV8314'REFERENCE MARK NO. 02 IS A CHISELED X IN THE TOP OF THE TRANSCO
 HV8314'CONCRETE GAS TRANSMISSION BOX. LOCATED 166 FEET S FROM THE CENTERLINE
 HV8314'OF THE EASTBOUND LANE OF ROUTE 606, AND 79 FEET SE FROM UTILITY POLE
 HV8314'VA-1.
 HV8314
 HV8314                          STATION RECOVERY (1975)
 HV8314
 HV8314'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8314'RECOVERED IN GOOD CONDITION.
 HV8314
 HV8314                          STATION RECOVERY (1992)
 HV8314
 HV8314'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8314'THE STATION IS LOCATED ABOUT 8.8 MILES (14.2 KM) NORTH OF FAIRFAX,
 HV8314'5.8 MILES (9.3 KM) NORTHWEST OF VIENNA, 3.4 MILES (5.5 KM) EAST OF
 HV8314'HERNDON, ON THE TRANSCONTINENTAL GAS PIPE LINE COMPANY EASEMENT ALONG
 HV8314'THE SOUTH SIDE OF BARON CAMERON AVENUE NEAR ITS JUNCTION WITH
 HV8314'LEESBURG PIKE NEAR RESTON, SEE FAIRFAX COUNTY TAX MAP 12-3, 10900
 HV8314'BLOCK RING ROAD, REVISED TO 1-1-76.  TO REACH THE STATION FROM THE
 HV8314'INTERSECTION OF ROUTE 828, WIEHLE AVENUE, AND ROUTE 606, BARON
 HV8314'CAMERON AVENUE, IN RESTON, GO EAST ON ROUTE 606 FOR 0.65 MILES (1.05
 HV8314'KM) TO THE TRANSCO PIPE LINE CROSSING AND ACCESS TO SAME ON RIGHT
 HV8314'THROUGH GUARDRAIL.  TURN RIGHT, SOUTHWEST, AND GO DOWNHILL TO
 HV8314'UNDERGROUND GAS TRANSMISSION CHAMBER AND STATION ON NORTHWEST CORNER,
 HV8314'IN CONCRETE TOP OF THE UNDERGROUND TRANSCO GAS TRANSMISSION BOX.
 HV8314'LOCATED 150 FEET (45.7 M) S FROM THE EDGE OF ROUTE 606, 25 FEET (7.6
 HV8314'M) N FROM A GAS LINE MARKER POST A, AND 54 FEET (16.5 M) SE FROM A
 HV8314'TELEPHONE POLE MARKED VA-1.
 HV8314
 HV8314                          STATION RECOVERY (1999)
 HV8314
 HV8314'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8315 ***********************************************************************
 HV8315  DESIGNATION -  BA 17
 HV8315  PID         -  HV8315
 HV8315  STATE/COUNTY-  VA/FAIRFAX
 HV8315  USGS QUAD   -  VIENNA (1994)
 HV8315
 HV8315                         *CURRENT SURVEY CONTROL
 HV8315  ___________________________________________________________________
 HV8315* NAD 83(1993)-  38 59 03.73542(N)    077 18 41.84688(W)     ADJUSTED  
 HV8315* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 HV8315  ___________________________________________________________________
 HV8315  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 HV8315  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV8315
 HV8315  HORZ ORDER  -  SECOND
 HV8315
 HV8315.The horizontal coordinates were established by classical geodetic methods
 HV8315.and adjusted by the National Geodetic Survey in November 1994..
 HV8315
 HV8315.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8315
 HV8315.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8315
 HV8315.The geoid height was determined by GEOID03.
 HV8315
 HV8315;                    North         East     Units Scale Factor Converg.
 HV8315;SPC VA N     - 2,146,932.632 3,602,961.287   MT  0.99996884   +0 44 30.1
 HV8315;SPC VA N     - 7,043,728.14 11,820,715.49   sFT  0.99996884   +0 44 30.1
 HV8315;SPC MD       -   146,317.310   373,000.542   MT  0.99995164   -0 11 44.1
 HV8315;SPC MD       -   480,042.71  1,223,752.61   sFT  0.99995164   -0 11 44.1
 HV8315;UTM  18      - 4,317,583.977   299,776.939   MT  1.00009366   -1 27 17.1
 HV8315
 HV8315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8315!SPC VA N     -   0.99998809  x   0.99996884  =   0.99995693
 HV8315!SPC MD       -   0.99998809  x   0.99995164  =   0.99993973
 HV8315!UTM  18      -   0.99998809  x   1.00009366  =   1.00008175
 HV8315
 HV8315                          SUPERSEDED SURVEY CONTROL
 HV8315
 HV8315  NAD 83(1993)-  38 59 03.73486(N)    077 18 41.84818(W) AD(       ) 2
 HV8315  NAD 83(1986)-  38 59 03.73611(N)    077 18 41.85840(W) AD(       ) 2
 HV8315  NGVD 29 (01/12/90)  107.9    (m)          354.     (f) VERT ANG       
 HV8315
 HV8315.Superseded values are not recommended for survey control.
 HV8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8315.See file dsdata.txt to determine how the superseded data were derived.
 HV8315
 HV8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9977717584(NAD 83)
 HV8315_MARKER: DE = TRAVERSE STATION DISK
 HV8315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8315+STABILITY: SURFACE MOTION
 HV8315
 HV8315  HISTORY     - Date     Condition        Report By
 HV8315  HISTORY     - 1975     MONUMENTED       VA-059
 HV8315  HISTORY     - 19970215 GOOD             USPSQD
 HV8315  HISTORY     - 20020822 GOOD             INDIV
 HV8315
 HV8315                          STATION DESCRIPTION
 HV8315
 HV8315'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8315'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH OF FAIRFAX, 7.7 MILES
 HV8315'NORTHWEST OF VIENNA, 5.1 MILES EAST OF HERNDON, ALONG THE EDGE OF
 HV8315'SPRINGVALE ROAD IN THE TRANSCONTINENTAL GAS PIPE LINE EASMENT BESIDE
 HV8315'THE LEXINGTON ESTATES SUBDIVISION. SEE FAIRFAX COUNTY TAX MAP 12-4,
 HV8315'1000 BLOCK SPRINGVALE ROAD, REVISED TO 1-1-76.
 HV8315'
 HV8315'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 7, LEESBURG PIKE,
 HV8315'AND ROUTE 674, SPRINGVALE ROAD, NEAR RESTON GO NORTH ON ROUTE 674 FOR
 HV8315'0.58 MILES TO THE TRANSCO PIPELINE CROSSING AND THE STATION ON THE
 HV8315'RIGHT.
 HV8315'
 HV8315'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8315'BA-17 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8315'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 18
 HV8315'FEET E FROM THE CENTERLINE OF ROUTE 674.
 HV8315'
 HV8315'REFERENCE MARK NO. 01 IS A CONCRETE POST USED TO MARK UNDERGROUND
 HV8315'PIPELINE C IN THE GROUND LOCATED 18 FEET E FROM THE CENTERLINE OF
 HV8315'ROUTE 674.
 HV8315'
 HV8315'REFERENCE MARK NO. 02 IS A CONCRETE POST USED TO MARK UNDERGROUND
 HV8315'GAS PIPELINE A IN THE GROUND LOCATED 18 FEET E FROM THE CENTERLINE OF
 HV8315'ROUTE 674, AND 58 FEET N FROM RM 1.
 HV8315
 HV8315                          STATION RECOVERY (1997)
 HV8315
 HV8315'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8315'RECOVERED IN GOOD CONDITION.
 HV8315
 HV8315                          STATION RECOVERY (2002)
 HV8315
 HV8315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV8315'STATION LOCATED APPROX. 0.1 MILE NORTH OF BREVITY DRIVE AND 8.7 FEET
 HV8315'NORTH OF YELLOW CONCRETE PIPELINE MARKER POLE THAT IS THE MORE
 HV8315'SOUTHERLY OF THE TWO MIDDLE POLES ON THE EAST SIDE OF SPRINGVALE ROAD.
 HV8315' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8316 ***********************************************************************
 HV8316  DESIGNATION -  BA 18
 HV8316  PID         -  HV8316
 HV8316  STATE/COUNTY-  VA/FAIRFAX
 HV8316  USGS QUAD   -  VIENNA (1994)
 HV8316
 HV8316                         *CURRENT SURVEY CONTROL
 HV8316  ___________________________________________________________________
 HV8316* NAD 83(1993)-  38 59 17.45958(N)    077 18 25.45437(W)     ADJUSTED  
 HV8316* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 HV8316  ___________________________________________________________________
 HV8316  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HV8316  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV8316
 HV8316  HORZ ORDER  -  SECOND
 HV8316
 HV8316.The horizontal coordinates were established by classical geodetic methods
 HV8316.and adjusted by the National Geodetic Survey in November 1994..
 HV8316
 HV8316.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8316
 HV8316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8316
 HV8316.The geoid height was determined by GEOID03.
 HV8316
 HV8316;                    North         East     Units Scale Factor Converg.
 HV8316;SPC VA N     - 2,147,360.920 3,603,350.281   MT  0.99996927   +0 44 40.3
 HV8316;SPC VA N     - 7,045,133.29 11,821,991.71   sFT  0.99996927   +0 44 40.3
 HV8316;SPC MD       -   146,739.170   373,396.483   MT  0.99995177   -0 11 33.8
 HV8316;SPC MD       -   481,426.76  1,225,051.63   sFT  0.99995177   -0 11 33.8
 HV8316;UTM  18      - 4,317,997.093   300,182.112   MT  1.00009167   -1 27 07.2
 HV8316
 HV8316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8316!SPC VA N     -   0.99998771  x   0.99996927  =   0.99995698
 HV8316!SPC MD       -   0.99998771  x   0.99995177  =   0.99993948
 HV8316!UTM  18      -   0.99998771  x   1.00009167  =   1.00007937
 HV8316
 HV8316                          SUPERSEDED SURVEY CONTROL
 HV8316
 HV8316  NAD 83(1993)-  38 59 17.45904(N)    077 18 25.45555(W) AD(       ) 2
 HV8316  NAD 83(1986)-  38 59 17.46002(N)    077 18 25.46559(W) AD(       ) 2
 HV8316  NGVD 29 (01/12/90)  110.3    (m)          362.     (f) VERT ANG       
 HV8316
 HV8316.Superseded values are not recommended for survey control.
 HV8316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8316.See file dsdata.txt to determine how the superseded data were derived.
 HV8316
 HV8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0018217997(NAD 83)
 HV8316_MARKER: DE = TRAVERSE STATION DISK
 HV8316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8316+STABILITY: SURFACE MOTION
 HV8316
 HV8316  HISTORY     - Date     Condition        Report By
 HV8316  HISTORY     - 1975     MONUMENTED       VA-059
 HV8316  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8316
 HV8316                          STATION DESCRIPTION
 HV8316
 HV8316'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8316'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF MCLEAN, 6.3 MILES
 HV8316'NORTH OF VIENNA, 4.4 MILES EAST OF HERNDON IN THE MIDDLE OF THE
 HV8316'TRANSCONTINENTAL GAS PIPE LINE COMPANY EASEMENT NEAR THE CUL-DE-SAC
 HV8316'AT THE END OF CHALLEDON ROAD IN THE LEXINGTON ESTATES SUBDIVISION,
 HV8316'SEE FAIRFAX COUNTY TAX MAP 12-2, REVISED TO 1-1-76.
 HV8316'
 HV8316'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 7, LEESBURG PIKE, AND
 HV8316'ROUTE 674, SPRINGVALE ROAD , NEAR RESTON, GO NORTH ON ROUTE 674 FOR
 HV8316'0.5 MILES TO THE JUNCTION WITH BREVITY DRIVE. TURN RIGHT AND GO EAST
 HV8316'FOR 0.25 MILES TO THE JUNCTION WITH CHALLEDON ROAD. TURN LEFT ONTO
 HV8316'CHALLEDON ROAD AND GO 0.3 MILES TO THE TRANSCO EASEMENT AND STATION
 HV8316'ON THE LEFT ON THE CREST OF A SMALL KNOLL.
 HV8316'
 HV8316'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8316'BA-18 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8316'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 110
 HV8316'FEET N FROM THE CENTER OF THE CHALLEDON ROAD CUL-DE-SAC.
 HV8316'
 HV8316'REFERENCE MARK NO. 01 IS A PK AND CAP IN THE SIDE OF THE WOODEN MARKER
 HV8316'POST THAT MARKS PIPELINE D. LOCATED 25 FEET SE FROM THE WOODEN POST
 HV8316'BA-18 RM 2.
 HV8316'
 HV8316'REFERENCE MARK NO. 02 IS A PK NAIL AND CAP IN THE SIDE OF THE WOODEN
 HV8316'POST THAT MARKS PIPELING C.
 HV8316
 HV8316                          STATION RECOVERY (1997)
 HV8316
 HV8316'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8317 ***********************************************************************
 HV8317  DESIGNATION -  BA 19
 HV8317  PID         -  HV8317
 HV8317  STATE/COUNTY-  VA/FAIRFAX
 HV8317  USGS QUAD   -  VIENNA (1994)
 HV8317
 HV8317                         *CURRENT SURVEY CONTROL
 HV8317  ___________________________________________________________________
 HV8317* NAD 83(1993)-  38 59 33.23270(N)    077 18 06.35601(W)     ADJUSTED  
 HV8317* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 HV8317  ___________________________________________________________________
 HV8317  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HV8317  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV8317
 HV8317  HORZ ORDER  -  SECOND
 HV8317
 HV8317.The horizontal coordinates were established by classical geodetic methods
 HV8317.and adjusted by the National Geodetic Survey in November 1994..
 HV8317
 HV8317.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8317
 HV8317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8317
 HV8317.The geoid height was determined by GEOID03.
 HV8317
 HV8317;                    North         East     Units Scale Factor Converg.
 HV8317;SPC VA N     - 2,147,853.254 3,603,803.517   MT  0.99996976   +0 44 52.2
 HV8317;SPC VA N     - 7,046,748.55 11,823,478.71   sFT  0.99996976   +0 44 52.2
 HV8317;SPC MD       -   147,224.016   373,857.704   MT  0.99995192   -0 11 21.8
 HV8317;SPC MD       -   483,017.46  1,226,564.82   sFT  0.99995192   -0 11 21.8
 HV8317;UTM  18      - 4,318,471.751   300,653.943   MT  1.00008935   -1 26 55.7
 HV8317
 HV8317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8317!SPC VA N     -   0.99998850  x   0.99996976  =   0.99995826
 HV8317!SPC MD       -   0.99998850  x   0.99995192  =   0.99994042
 HV8317!UTM  18      -   0.99998850  x   1.00008935  =   1.00007785
 HV8317
 HV8317                          SUPERSEDED SURVEY CONTROL
 HV8317
 HV8317  NAD 83(1993)-  38 59 33.23220(N)    077 18 06.35709(W) AD(       ) 2
 HV8317  NAD 83(1986)-  38 59 33.23284(N)    077 18 06.36685(W) AD(       ) 2
 HV8317  NGVD 29 (01/12/90)  105.2    (m)          345.     (f) VERT ANG       
 HV8317
 HV8317.Superseded values are not recommended for survey control.
 HV8317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8317.See file dsdata.txt to determine how the superseded data were derived.
 HV8317
 HV8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0065418472(NAD 83)
 HV8317_MARKER: DE = TRAVERSE STATION DISK
 HV8317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8317+STABILITY: SURFACE MOTION
 HV8317
 HV8317  HISTORY     - Date     Condition        Report By
 HV8317  HISTORY     - 1975     MONUMENTED       VA-059
 HV8317
 HV8317                          STATION DESCRIPTION
 HV8317
 HV8317'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8317'THE STATION IS LOCATED ABOUT 7.4 MILES NORTHWEST OF MCLEAN, 6.5 MILES
 HV8317'NORTH OF VIENNA, 4.7 MILES NORTHEAST OF HERNDON IN THE MIDDLE OF THE
 HV8317'TRANSCONTINENTAL GAS PIPE LINE COMPANY EASEMENT ADJACENT TO
 HV8317'BRANDENBURG COURT IN THE HICKORY CREEK SUBDIVISION NEAR GREAT FALLS.
 HV8317'SEE FAIRFAX COUNTY TAX MAP 12-2, 10300 BLOCK BRANDENBURG COURT,
 HV8317'REVISED TO 1-1-76.
 HV8317'
 HV8317'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 193, GEORGETOWN
 HV8317'PIKE, AND ROUTE 681, WALKER ROAD, IN GREAT FALLS, GO SOUTH ON ROUTE
 HV8317'681 FOR 1.4 MILES TO THE JUNCTION WITH HARRIMAN STREET. GO NORTHWEST
 HV8317'ON HARRIMAN STREET FOR 0.75 MILES TO THE JUNCTION WITH BRANDENBURG
 HV8317'COURT. TURN LEFT ONTO BRANDENBURG COURT AND GO TO THE CUL-DE-SAC AND
 HV8317'FIELD ENTRANCE STRAIGHT AHEAD, FUTURE DRIVEWAY. GO TO PIPELINE
 HV8317'EASEMENT AND BACK, NORTHEAST WITH THE PIPELINE FOR 0.25 MILES TO
 HV8317'STATION ON A SMALL HILL IN THE MIDDLE OF THE TRANSCO EASEMENT.
 HV8317'
 HV8317'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8317'BA-19 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 13
 HV8317'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 200
 HV8317'FEET NW FROM THE NORTH CORNER OF A NEWLY CONSTRUCTED HOUSE.
 HV8317'
 HV8317'REFERENCE MARK NO. 01 IS A WOODEN MARKER POST IN THE GROUND ALONG THE
 HV8317'EDGE OF THE EASEMENT. LOCATED 27.95 FEET SE FROM RM 2, AND 170 FEET
 HV8317'NW FROM THE NORTH CORNER OF A NEWLY CONSTRUCTED HOUSE.
 HV8317'
 HV8317'REFERENCE MARK NO. 02 IS A WOODEN MARKER POST IN THE GROUND ALONG THE
 HV8317'EDGE OF THE EASEMENT. LOCATED 220 FEET NW FROM THE WEST CORNER OF A
 HV8317'NEWLY CONSTRUCTED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8318 ***********************************************************************
 HV8318  DESIGNATION -  BA 2
 HV8318  PID         -  HV8318
 HV8318  STATE/COUNTY-  VA/FAIRFAX
 HV8318  USGS QUAD   -  HERNDON (1994)
 HV8318
 HV8318                         *CURRENT SURVEY CONTROL
 HV8318  ___________________________________________________________________
 HV8318* NAD 83(1993)-  38 55 11.02418(N)    077 25 05.68195(W)     ADJUSTED  
 HV8318* NAVD 88     -       107.7    (meters)     353.     (feet)  VERTCON   
 HV8318  ___________________________________________________________________
 HV8318  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 HV8318  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV8318
 HV8318  HORZ ORDER  -  SECOND
 HV8318
 HV8318.The horizontal coordinates were established by classical geodetic methods
 HV8318.and adjusted by the National Geodetic Survey in November 1994..
 HV8318
 HV8318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8318
 HV8318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8318
 HV8318.The geoid height was determined by GEOID03.
 HV8318
 HV8318;                    North         East     Units Scale Factor Converg.
 HV8318;SPC VA N     - 2,139,642.957 3,593,808.625   MT  0.99996226   +0 40 30.5
 HV8318;SPC VA N     - 7,019,811.93 11,790,687.13   sFT  0.99996226   +0 40 30.5
 HV8318;UTM  18      - 4,310,649.264   290,350.279   MT  1.00014125   -1 31 11.2
 HV8318
 HV8318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8318!SPC VA N     -   0.99998809  x   0.99996226  =   0.99995035
 HV8318!UTM  18      -   0.99998809  x   1.00014125  =   1.00012934
 HV8318
 HV8318                          SUPERSEDED SURVEY CONTROL
 HV8318
 HV8318  NAD 83(1993)-  38 55 11.02385(N)    077 25 05.68632(W) AD(       ) 2
 HV8318  NAD 83(1986)-  38 55 11.02358(N)    077 25 05.69431(W) AD(       ) 2
 HV8318  NGVD 29 (01/12/90)  107.9    (m)          354.     (f) VERT ANG       
 HV8318
 HV8318.Superseded values are not recommended for survey control.
 HV8318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8318.See file dsdata.txt to determine how the superseded data were derived.
 HV8318
 HV8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9035010649(NAD 83)
 HV8318_MARKER: Z = SEE DESCRIPTION
 HV8318_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8318_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8318_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8318
 HV8318  HISTORY     - Date     Condition        Report By
 HV8318  HISTORY     - 1975     MONUMENTED       VA-059
 HV8318
 HV8318                          STATION DESCRIPTION
 HV8318
 HV8318'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8318'THE STATION IS LOCATED ABOUT 7.9 MILES NORTHWEST OF FAIRFAX, 3.6
 HV8318'MILES SOUTHWEST OF HERNDON, 2.1 MILES NORTH OF CHANTILLY, IN THE
 HV8318'CORNER FORMED BY THE ENTRANCE TO THE VIRGINIA BEEF CORPORATION AND
 HV8318'CENTREVILLE ROAD. SEE FAIRFAX COUNTY TAX MAP 24-4, 1-16, REVISED TO
 HV8318'1-1-76.
 HV8318'
 HV8318'TO REACH THE STATION FROM THE INTERSECTION OF LEE JACKSON MEMORIAL
 HV8318'HIGHWAY, US ROUTE 50, AND CENTREVILLE ROAD, ROUTE 657, IN CHANTILLY,
 HV8318'GO NORTHWEST ON CENTREVILLE ROAD FOR 2.0 MILES TO THE ENTRANCE TO THE
 HV8318'VIRGINIA BEEF CORPORATION AND STATION ON THE RIGHT.
 HV8318'
 HV8318'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8318'CO DPW SUR--- IN THE GROUND APPROXIMATELY 6 INCHES BELOW THE SURFACE.
 HV8318'AN IRON RAILROAD SPIKE WAS ADDED TO AID IN MAGNETIC DETECTION.
 HV8318'LOCATED 4 FEET N FROM THE NORTH EDGE OF THE ENTRANCE DRIVE, AND 60
 HV8318'FEET E FROM THE CENTERLINE OF ROUTE 657.
 HV8318'
 HV8318'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF UTILTIY POLE
 HV8318'WC-72. LOCATED 16 FEET E FROM THE CENTERLINE OF ROUTE 657.
 HV8318'
 HV8318'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF UTILTIY POLE
 HV8318'WC-81. LOCATED 63 FEET E FROM THE CENTERLINE OF ROUTE 657. AND 48
 HV8318'FEET SE FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6358 ***********************************************************************
 JV6358  DESIGNATION -  BA 20
 JV6358  PID         -  JV6358
 JV6358  STATE/COUNTY-  VA/FAIRFAX
 JV6358  USGS QUAD   -  SENECA (1994)
 JV6358
 JV6358                         *CURRENT SURVEY CONTROL
 JV6358  ___________________________________________________________________
 JV6358* NAD 83(1993)-  39 00 00.17328(N)    077 17 45.66405(W)     ADJUSTED  
 JV6358* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 JV6358  ___________________________________________________________________
 JV6358  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 JV6358  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JV6358
 JV6358  HORZ ORDER  -  SECOND
 JV6358
 JV6358.The horizontal coordinates were established by classical geodetic methods
 JV6358.and adjusted by the National Geodetic Survey in November 1994..
 JV6358
 JV6358.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6358
 JV6358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6358
 JV6358.The geoid height was determined by GEOID03.
 JV6358
 JV6358;                    North         East     Units Scale Factor Converg.
 JV6358;SPC VA N     - 2,148,690.456 3,604,290.525   MT  0.99997063   +0 45 05.1
 JV6358;SPC VA N     - 7,049,495.27 11,825,076.50   sFT  0.99997063   +0 45 05.1
 JV6358;SPC MD       -   148,053.125   374,358.331   MT  0.99995219   -0 11 08.8
 JV6358;SPC MD       -   485,737.63  1,228,207.29   sFT  0.99995219   -0 11 08.8
 JV6358;UTM  18      - 4,319,289.766   301,172.744   MT  1.00008680   -1 26 43.5
 JV6358
 JV6358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6358!SPC VA N     -   0.99998785  x   0.99997063  =   0.99995848
 JV6358!SPC MD       -   0.99998785  x   0.99995219  =   0.99994004
 JV6358!UTM  18      -   0.99998785  x   1.00008680  =   1.00007465
 JV6358
 JV6358                          SUPERSEDED SURVEY CONTROL
 JV6358
 JV6358  NAD 83(1993)-  39 00 00.17291(N)    077 17 45.66502(W) AD(       ) 2
 JV6358  NAD 83(1986)-  39 00 00.17313(N)    077 17 45.67439(W) AD(       ) 2
 JV6358  NGVD 29 (01/12/90)  109.4    (m)          359.     (f) VERT ANG       
 JV6358
 JV6358.Superseded values are not recommended for survey control.
 JV6358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6358.See file dsdata.txt to determine how the superseded data were derived.
 JV6358
 JV6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0117319290(NAD 83)
 JV6358_MARKER: DE = TRAVERSE STATION DISK
 JV6358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV6358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6358+STABILITY: SURFACE MOTION
 JV6358
 JV6358  HISTORY     - Date     Condition        Report By
 JV6358  HISTORY     - 1976     MONUMENTED       VA-059
 JV6358
 JV6358                          STATION DESCRIPTION
 JV6358
 JV6358'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 JV6358'THE STATION IS LOCATED ABOUT 7.4 MILES NORTHWEST OF MCLEAN, 6.9 MILES
 JV6358'NORTH OF VIENNA, 5.2 MILES NORTHEAST OF HERNDON ON THE TRANSCO PIPE
 JV6358'LINE EASEMENT AT THE END OF APPLEWOOD LANE IN GREAT FALLS. SEE
 JV6358'FAIRFAX COUNTY TAX MAP 12-2,  10100 BLOCK GEORGETOWN PIKE REVISED
 JV6358'1-1-76.
 JV6358'
 JV6358'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 681, WALKER ROAD, AND
 JV6358'GEORGETOWN PIKE, ROUTE 193 , IN GREAT FALLS, GO WEST ON ROUTE 193 FOR
 JV6358'0.4 MILES TO APPLEWOOD LANE . TURN RIGHT ONTO APPLEWOOD LANE AND GO
 JV6358'NORTH AND WEST FOR 0.2 MILES TO THE TRANSCO EASEMENT. STATION IS ON
 JV6358'THE EASEMENT ATOP THE LAST HILL PRIOR TO REACHING GEORGETOWN PIKE.
 JV6358'
 JV6358'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 JV6358'BA-20 1976--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 JV6358'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 1000 FEET NE FROM THE
 JV6358'CENTERLINE OF GEORGETOWN PIKE, 170 FEET W FROM POLE
 JV6358'SD 78 1-2-2, AND 47 FEET S FROM OF A BARBED WIRE FENCE.
 JV6358'
 JV6358'REFERENCE MARK NO. 01 IS A PK NAIL IN THE SIDE OF A 6 INCH ELM TREE
 JV6358'LOCATED 20 FEET S FROM RM 2.
 JV6358'
 JV6358'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF TWIN 10 INCH MAPLE
 JV6358'TREES LOCATED 18 FEET SW FROM RM-3.
 JV6358'
 JV6358'REFERENCE MARK NO. 03 IS A PK NAIL IN THE SIDE OF A 6 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8319 ***********************************************************************
 HV8319  DESIGNATION -  BA 20 A
 HV8319  PID         -  HV8319
 HV8319  STATE/COUNTY-  VA/FAIRFAX
 HV8319  USGS QUAD   -  VIENNA (1994)
 HV8319
 HV8319                         *CURRENT SURVEY CONTROL
 HV8319  ___________________________________________________________________
 HV8319* NAD 83(1993)-  38 59 54.24063(N)    077 17 35.21484(W)     ADJUSTED  
 HV8319* NAVD 88     -       109.6    (meters)     360.     (feet)  VERTCON   
 HV8319  ___________________________________________________________________
 HV8319  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 HV8319  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HV8319
 HV8319  HORZ ORDER  -  SECOND
 HV8319
 HV8319.The horizontal coordinates were established by classical geodetic methods
 HV8319.and adjusted by the National Geodetic Survey in November 1994..
 HV8319
 HV8319.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8319
 HV8319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8319
 HV8319.The geoid height was determined by GEOID03.
 HV8319
 HV8319;                    North         East     Units Scale Factor Converg.
 HV8319;SPC VA N     - 2,148,510.830 3,604,544.339   MT  0.99997043   +0 45 11.7
 HV8319;SPC VA N     - 7,048,905.95 11,825,909.22   sFT  0.99997043   +0 45 11.7
 HV8319;SPC MD       -   147,869.375   374,609.169   MT  0.99995213   -0 11 02.3
 HV8319;SPC MD       -   485,134.77  1,229,030.25   sFT  0.99995213   -0 11 02.3
 HV8319;UTM  18      - 4,319,100.521   301,419.515   MT  1.00008559   -1 26 36.7
 HV8319
 HV8319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8319!SPC VA N     -   0.99998777  x   0.99997043  =   0.99995820
 HV8319!SPC MD       -   0.99998777  x   0.99995213  =   0.99993990
 HV8319!UTM  18      -   0.99998777  x   1.00008559  =   1.00007336
 HV8319
 HV8319                          SUPERSEDED SURVEY CONTROL
 HV8319
 HV8319  NAD 83(1993)-  38 59 54.24029(N)    077 17 35.21577(W) AD(       ) 2
 HV8319  NAD 83(1986)-  38 59 54.24039(N)    077 17 35.22523(W) AD(       ) 2
 HV8319  NGVD 29 (01/12/90)  109.9    (m)          361.     (f) VERT ANG       
 HV8319
 HV8319.Superseded values are not recommended for survey control.
 HV8319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8319.See file dsdata.txt to determine how the superseded data were derived.
 HV8319
 HV8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0142019101(NAD 83)
 HV8319_MARKER: Z = SEE DESCRIPTION
 HV8319_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8319_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8319_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8319
 HV8319  HISTORY     - Date     Condition        Report By
 HV8319  HISTORY     - 1976     MONUMENTED       VA-059
 HV8319
 HV8319                          STATION DESCRIPTION
 HV8319
 HV8319'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8319'THE STATION IS LOCATED ABOUT 7.1 MILES NORTHWEST OF MCLEAN, 6.7 MILES
 HV8319'NORTH OF VIENNA, 5.4 MILES NORTHEAST OF HERNDON ALONG THE SOUTH EDGE
 HV8319'OF GEORGETOWN PIKE ACROSS FROM THE FORESTVILLE UNITED METHODIST
 HV8319'CHURCH, 10100 GEORGETOWN PIKE, GREAT FALLS, VA. SEE FAIRFAX COUNTY
 HV8319'TAX MAP 12-2, REVISED TO 1-1-76.
 HV8319'
 HV8319'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 228, DRANESVILLE
 HV8319'ROAD, AND ROUTE 7, LEESBURG PIKE, IN HERNDON JUNCTION, GO SOUTHEAST
 HV8319'ON ROUTE 7 FOR 1.7 MILES TO THE JUNCTION WITH ROUTE 193, GEORGETOWN
 HV8319'PIKE. GO EAST ON ROUTE 193 FOR 2.9 MILES TO THE STATION ON THE RIGHT.
 HV8319'
 HV8319'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8319'CO DPW SUR--- SET IN THE GROUND, FLUSH WITH THE SURFACE LOCATED 3 FEET
 HV8319'N FROM THE BOARD FENCE AROUND THE PASTURE, AND 17 FEET S FROM THE
 HV8319'CENTERLINE OF ROUTE 193.
 HV8319'
 HV8319'REFERENCE MARK NO. 01 IS A PK NAIL AND CAP IN THE SIDE OF C AND P POLE
 HV8319'6 LOCATED 32 FEET S FROM THE CENTERLINE OF ROUTE 193.
 HV8319'
 HV8319'REFERENCE MARK NO. 02 IS A PK NAIL AND CAP IN THE SIDE OF VEPCO POLE
 HV8319'5D-74 LOCATED 18 FEET N FROM THE CENTERLINE OF ROUTE 193, AND 112
 HV8319'FEET NW FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6359 ***********************************************************************
 JV6359  DESIGNATION -  BA 21
 JV6359  PID         -  JV6359
 JV6359  STATE/COUNTY-  VA/FAIRFAX
 JV6359  USGS QUAD   -  SENECA (1994)
 JV6359
 JV6359                         *CURRENT SURVEY CONTROL
 JV6359  ___________________________________________________________________
 JV6359* NAD 83(1993)-  39 00 05.03317(N)    077 17 38.92710(W)     ADJUSTED  
 JV6359* NAVD 88     -       112.1    (meters)     368.     (feet)  VERTCON   
 JV6359  ___________________________________________________________________
 JV6359  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JV6359  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JV6359
 JV6359  HORZ ORDER  -  SECOND
 JV6359
 JV6359.The horizontal coordinates were established by classical geodetic methods
 JV6359.and adjusted by the National Geodetic Survey in November 1994..
 JV6359
 JV6359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6359
 JV6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6359
 JV6359.The geoid height was determined by GEOID03.
 JV6359
 JV6359;                    North         East     Units Scale Factor Converg.
 JV6359;SPC VA N     - 2,148,842.434 3,604,450.648   MT  0.99997078   +0 45 09.3
 JV6359;SPC VA N     - 7,049,993.89 11,825,601.83   sFT  0.99997078   +0 45 09.3
 JV6359;SPC MD       -   148,202.461   374,520.916   MT  0.99995224   -0 11 04.6
 JV6359;SPC MD       -   486,227.57  1,228,740.71   sFT  0.99995224   -0 11 04.6
 JV6359;UTM  18      - 4,319,435.511   301,338.595   MT  1.00008599   -1 26 39.4
 JV6359
 JV6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6359!SPC VA N     -   0.99998739  x   0.99997078  =   0.99995817
 JV6359!SPC MD       -   0.99998739  x   0.99995224  =   0.99993963
 JV6359!UTM  18      -   0.99998739  x   1.00008599  =   1.00007338
 JV6359
 JV6359                          SUPERSEDED SURVEY CONTROL
 JV6359
 JV6359  NAD 83(1993)-  39 00 05.03281(N)    077 17 38.92808(W) AD(       ) 2
 JV6359  NAD 83(1986)-  39 00 05.03298(N)    077 17 38.93742(W) AD(       ) 2
 JV6359  NGVD 29 (01/12/90)  112.3    (m)          368.     (f) VERT ANG       
 JV6359
 JV6359.Superseded values are not recommended for survey control.
 JV6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6359.See file dsdata.txt to determine how the superseded data were derived.
 JV6359
 JV6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0133919436(NAD 83)
 JV6359_MARKER: Z = SEE DESCRIPTION
 JV6359_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JV6359_SP_SET: OBJECT DRIVEN INTO GROUND
 JV6359_MAGNETIC: I = MARKER IS A STEEL ROD
 JV6359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV6359
 JV6359  HISTORY     - Date     Condition        Report By
 JV6359  HISTORY     - 1976     MONUMENTED       VA-059
 JV6359
 JV6359                          STATION DESCRIPTION
 JV6359
 JV6359'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (WTL)
 JV6359'THE STATION IS LOCATED ABOUT 5.30 MILES NORTHEAST OF HERNDON, 6.50
 JV6359'MILES NORTHWEST OF TYSONS CORNER AND .38 MILES NORTHWEST OF
 JV6359'GREATFALLS OFF OF WALKER ROAD ON THE CHISM PROPERITY IN THE GASLINE
 JV6359'EASEMENT. SEE FAIRFAX COUNTY TAX MAP 7-4.
 JV6359'
 JV6359'TO REACH THE STATION FROM THE INTERSECTION OF GEORGETOWN PIKE, ROUTE
 JV6359'193, AND WALKER ROAD, ROUTE 681, IN GREAT FALLS, PROCEED NORTHERLY ON
 JV6359'WALKER ROAD FOR 0.3 MILES TO THE CHISM RESIDENCE, 706 WALKER ROAD, ON
 JV6359'THE LEFT. BA-21 15 LOCATED ON THIS PROPERTY IN THE GAS LINE EASEMENT.
 JV6359'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP SET FLUSH WITH THE
 JV6359'SURFACE ON THE SOUTH SIDE OF THE CHISM HOUSE.
 JV6359'
 JV6359'THE STATION IS A REINFORCEING ROD WITH PLASTIC CAP STAMPED---FAIRFAX
 JV6359'CO DPW SUR--- SET INTO THE GROUND AND FLUSH WITH THE SURFACE LOCATED
 JV6359'160 FEET W FROM THE CENTERLINE OF ROUTE 681.
 JV6359'
 JV6359'REFERENCE MARK NO. 01 IS A TRANSIT TAC IN THE SIDE OF A 15 INCH MAPLE
 JV6359'TREE LOCATED 85 FEET SE FROM THE SOUTHEAST CORNER OF HOUSE 706.
 JV6359'
 JV6359'REFERENCE MARK NO. 02 IS A TRANSIT TAC IN THE SIDE OF A 6 INCH CHERRY
 JV6359'TREE LOCATED 40 FEET S FROM THE SOUTH EDGE OF HOUSE 706, AND 65 FEET
 JV6359'W FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6360 ***********************************************************************
 JV6360  DESIGNATION -  BA 22
 JV6360  PID         -  JV6360
 JV6360  STATE/COUNTY-  VA/FAIRFAX
 JV6360  USGS QUAD   -  SENECA (1994)
 JV6360
 JV6360                         *CURRENT SURVEY CONTROL
 JV6360  ___________________________________________________________________
 JV6360* NAD 83(1993)-  39 00 34.62420(N)    077 17 09.26977(W)     ADJUSTED  
 JV6360* NAVD 88     -       111.296  (meters)     365.14   (feet)  ADJUSTED  
 JV6360  ___________________________________________________________________
 JV6360  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JV6360  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JV6360  DYNAMIC HT  -         111.238 (meters)     364.95  (feet)  COMP
 JV6360  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 JV6360
 JV6360  HORZ ORDER  -  SECOND
 JV6360  VERT ORDER  -  THIRD
 JV6360
 JV6360.The horizontal coordinates were established by classical geodetic methods
 JV6360.and adjusted by the National Geodetic Survey in November 1994..
 JV6360
 JV6360.The orthometric height was determined by differential leveling
 JV6360.and adjusted by the National Geodetic Survey in September 2004..
 JV6360
 JV6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6360
 JV6360.The geoid height was determined by GEOID03.
 JV6360
 JV6360.The dynamic height is computed by dividing the NAVD 88
 JV6360.geopotential number by the normal gravity value computed on the
 JV6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV6360.degrees latitude (g = 980.6199 gals.).
 JV6360
 JV6360.The modeled gravity was interpolated from observed gravity values.
 JV6360
 JV6360;                    North         East     Units Scale Factor Converg.
 JV6360;SPC VA N     - 2,149,764.251 3,605,152.125   MT  0.99997175   +0 45 27.9
 JV6360;SPC VA N     - 7,053,018.21 11,827,903.26   sFT  0.99997175   +0 45 27.9
 JV6360;SPC MD       -   149,112.664   375,237.363   MT  0.99995257   -0 10 46.0
 JV6360;SPC MD       -   489,213.80  1,231,091.25   sFT  0.99995257   -0 10 46.0
 JV6360;UTM  18      - 4,320,329.861   302,074.977   MT  1.00008239   -1 26 21.6
 JV6360
 JV6360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6360!SPC VA N     -   0.99998751  x   0.99997175  =   0.99995926
 JV6360!SPC MD       -   0.99998751  x   0.99995257  =   0.99994008
 JV6360!UTM  18      -   0.99998751  x   1.00008239  =   1.00006990
 JV6360
 JV6360                          SUPERSEDED SURVEY CONTROL
 JV6360
 JV6360  NAD 83(1993)-  39 00 34.62384(N)    077 17 09.27080(W) AD(       ) 2
 JV6360  NAD 83(1986)-  39 00 34.62408(N)    077 17 09.28026(W) AD(       ) 2
 JV6360  NGVD 29 (01/12/90)  111.7    (m)          366.     (f) VERT ANG       
 JV6360
 JV6360.Superseded values are not recommended for survey control.
 JV6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6360.See file dsdata.txt to determine how the superseded data were derived.
 JV6360
 JV6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0207520330(NAD 83)
 JV6360_MARKER: DE = TRAVERSE STATION DISK
 JV6360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6360_SP_SET: CONCRETE POST
 JV6360_STAMPING: BA 22 1976
 JV6360_MARK LOGO: VA-059
 JV6360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV6360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6360+STABILITY: SURFACE MOTION
 JV6360
 JV6360  HISTORY     - Date     Condition        Report By
 JV6360  HISTORY     - 1976     MONUMENTED       VA-059
 JV6360  HISTORY     - 1976     GOOD             VA-059
 JV6360  HISTORY     - 19920120 GOOD             MSI
 JV6360
 JV6360                          STATION DESCRIPTION
 JV6360
 JV6360'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 JV6360'THE STATION IS LOCATED ABOUT 7.4 MILES NORTHWEST OF MCLEAN, 7.4 MILES
 JV6360'NORTH OF VIENNA, 6.0 MILES NORTHEAST OF HERNDON ATOP THE FIRST HILL
 JV6360'OF THE TRANSCO PIPELINE EASEMENT NORTH OF ARNON CHAPEL ROAD OUTSIDE
 JV6360'OF GREAT FALLS. SEE FAIRFAX COUNTY TAX MAP 8-3, 9812 ARNON CHAPEL
 JV6360'ROAD, REVISED TO 1-1-76.
 JV6360'
 JV6360'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 193, GEORGETOWN PIKE,
 JV6360'AND ROUTE 681, WALKER ROAD , IN GREAT FALLS, GO NORTH ON ROUTE 681
 JV6360'FOR 0.6 MILES TO THE JUNCTION WITH ROUTE 682, ARNON CHAPEL ROAD. TURN
 JV6360'RIGHT AND GO NORTHEAST ON ROUTE 682 FOR 0.9 MILES TO THE JUNCTION
 JV6360'WITH AN OUTLET ROAD. TURN LEFT AND GO NORTH FOR 0.3 MILES TO
 JV6360'INTERSECTION WITH TRANSCO PIPELINE. TURN LEFT AND GO SOUTHWEST FOR
 JV6360'0.4 MILES TO STATION ATOP LAST HILL PRIOR TO REACHING ARNON CHAPEL
 JV6360'ROAD.
 JV6360'
 JV6360'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 JV6360'BA-22 1976--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 JV6360'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 230
 JV6360'FEET N FROM THE CENTERLINE OF ROUTE 682 AND 55 FEET E FROM THE EDGE
 JV6360'OF THE WOODS.
 JV6360'
 JV6360'REFERENCE MARK NO. 01 IS A PK NAIL AND CAP IN THE SIDE OF A 4 INCH
 JV6360'POPLAR TREE.
 JV6360'
 JV6360'REFERENCE MARK NO. 02 IS A PK NAIL AND CAP IN THE SIDE OF A 3 INCH
 JV6360'POPLAR TREE. LOCATED 35 FEET SW FROM RM 1.
 JV6360
 JV6360                          STATION RECOVERY (1976)
 JV6360
 JV6360'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1976
 JV6360'RECOVERED IN GOOD CONDITION.
 JV6360
 JV6360                          STATION RECOVERY (1992)
 JV6360
 JV6360'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 JV6360'THE STATION IS LOCATED ABOUT 7.4 MILES (11.9 KM) NORTHWEST OF MCLEAN,
 JV6360'7.4 MILES (11.9 KM) NORTH OF VIENNA, 6.0 MILES (9.7 KM) NORTHEAST OF
 JV6360'HERNDON ATOP THE FIRST HILL OF THE TRANSCO PIPELINE EASEMENT NORTH OF
 JV6360'ARNON CHAPEL ROAD OUTSIDE OF GREAT FALLS.  SEE FAIRFAX COUNTY TAX MAP
 JV6360'8-3, 9812 ARNON CHAPEL ROAD, REVISED TO 1-1-76.  TO REACH THE STATION
 JV6360'FROM THE JUNCTION OF ROUTE 193, GEORGETOWN PIKE, AND ROUTE 681,
 JV6360'WALKER ROAD, IN GREAT FALLS, GO NORTH ON ROUTE 681 FOR 0.6 MILES (1.0
 JV6360'KM) TO THE JUNCTION WITH ROUTE 682, ARNON CHAPEL ROAD.  TURN RIGHT
 JV6360'AND GO NORTHEAST ON ROUTE 682 FOR 0.9 MILES (1.4 KM) TO THE JUNCTION
 JV6360'WITH AN OUTLET ROAD.  TURN LEFT AND GO NORTH FOR 0.3 MILES (0.5 KM)
 JV6360'TO INTERSECTION WITH TRANSCO PIPELINE.  TURN LEFT AND GO SOUTHWEST
 JV6360'FOR 0.4 MILES (0.6 KM) TO STATION ATOP LAST HILL PRIOR TO REACHING
 JV6360'ARNON CHAPEL ROAD, IN TOP OF A CONCRETE MONUMENT 12 INCHES IN
 JV6360'DIAMETER FLUSH WITH GROUND, 230 FEET (70.1 M) N FROM THE CENTERLINE
 JV6360'OF ROUTE 682 AND 55 FEET (16.8 M) E FROM THE EDGE OF THE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6361 ***********************************************************************
 JV6361  DESIGNATION -  BA 23
 JV6361  PID         -  JV6361
 JV6361  STATE/COUNTY-  VA/FAIRFAX
 JV6361  USGS QUAD   -  SENECA (1994)
 JV6361
 JV6361                         *CURRENT SURVEY CONTROL
 JV6361  ___________________________________________________________________
 JV6361* NAD 83(1993)-  39 00 58.21599(N)    077 16 39.68152(W)     ADJUSTED  
 JV6361* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 JV6361  ___________________________________________________________________
 JV6361  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 JV6361  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JV6361
 JV6361  HORZ ORDER  -  SECOND
 JV6361
 JV6361.The horizontal coordinates were established by classical geodetic methods
 JV6361.and adjusted by the National Geodetic Survey in November 1994..
 JV6361
 JV6361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6361
 JV6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6361
 JV6361.The geoid height was determined by GEOID03.
 JV6361
 JV6361;                    North         East     Units Scale Factor Converg.
 JV6361;SPC VA N     - 2,150,501.129 3,605,854.239   MT  0.99997254   +0 45 46.3
 JV6361;SPC VA N     - 7,055,435.79 11,830,206.78   sFT  0.99997254   +0 45 46.3
 JV6361;SPC MD       -   149,837.945   375,951.421   MT  0.99995284   -0 10 27.4
 JV6361;SPC MD       -   491,593.32  1,233,433.95   sFT  0.99995284   -0 10 27.4
 JV6361;UTM  18      - 4,321,039.356   302,804.904   MT  1.00007884   -1 26 03.7
 JV6361
 JV6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6361!SPC VA N     -   0.99998758  x   0.99997254  =   0.99996013
 JV6361!SPC MD       -   0.99998758  x   0.99995284  =   0.99994043
 JV6361!UTM  18      -   0.99998758  x   1.00007884  =   1.00006642
 JV6361
 JV6361                          SUPERSEDED SURVEY CONTROL
 JV6361
 JV6361  NAD 83(1993)-  39 00 58.21563(N)    077 16 39.68264(W) AD(       ) 2
 JV6361  NAD 83(1986)-  39 00 58.21597(N)    077 16 39.69226(W) AD(       ) 2
 JV6361  NGVD 29 (01/12/90)  111.0    (m)          364.     (f) VERT ANG       
 JV6361
 JV6361.Superseded values are not recommended for survey control.
 JV6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6361.See file dsdata.txt to determine how the superseded data were derived.
 JV6361
 JV6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0280521039(NAD 83)
 JV6361_MARKER: DE = TRAVERSE STATION DISK
 JV6361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6361+STABILITY: SURFACE MOTION
 JV6361
 JV6361  HISTORY     - Date     Condition        Report By
 JV6361  HISTORY     - 1976     MONUMENTED       VA-059
 JV6361
 JV6361                          STATION DESCRIPTION
 JV6361
 JV6361'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 JV6361'THE STATION IS LOCATED ABOUT 7.8 MILES NORTH OF VIENNA, 7.4 MILES
 JV6361'NORTHWEST OF MCLEAN, 6.6 MILES NORTHEAST OF HERNDON ON THE TRANSCO
 JV6361'PIPELINE EASEMENT AT THE END OF RUNNER ROAD, NORTHEAST OF GREAT
 JV6361'FALLS. SEE FAIRFAX COUNTY TAX MAP 8-1, 346 RUNNER ROAD, REVISED TO
 JV6361'1-1-76.
 JV6361'
 JV6361'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 193, GEORGETOWN PIKE,
 JV6361'AND ROUTE 681, WALKER ROAD , IN GREAT FALLS, GO NORTH ON ROUTE 681
 JV6361'FOR 0.6 MILES TO THE JUNCTION WITH ROUTE 682, ARNON CHAPEL ROAD. TURN
 JV6361'RIGHT AND GO NORTHEAST FOR 1.1 MILES TO THE JUNCTION WITH RUNNER
 JV6361'ROAD. TURN LEFT AND GO NORTH ON RUNNER ROAD FOR 0.4 MILES TO THE
 JV6361'TRANSCO PIPELINE CROSSING AND THE STATION ON THE LEFT.
 JV6361'
 JV6361'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 JV6361'BA-23 1976--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 JV6361'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 17
 JV6361'FEET SW FROM THE CENTERLINE OF RUNNER ROAD AND 175 FEET N FROM THE
 JV6361'SOUTHEAST CORNER OF HOUSE 346.
 JV6361'
 JV6361'REFERENCE MARK NO. 01 IS A TRANSIT TACK IN THE SIDE OF A WOODEN FENCE
 JV6361'POST IN FRONT OF 346 RUNNER ROAD. LOCATED 25 FEET SW FROM THE
 JV6361'CENTERLINE OF RUNNER ROAD. AND 90 FEET SE FROM RM 2.
 JV6361'
 JV6361'REFERENCE MARK NO. 02 IS A TRANSIT TACK IN THE SIDE OF A WOODEN FENCE
 JV6361'POST IN FRONT OF 346 RUNNER ROAD. LOCATED 25 FEET SW FROM THE
 JV6361'CENTERLINE OF RUNNER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8320 ***********************************************************************
 HV8320  DESIGNATION -  BA 3
 HV8320  PID         -  HV8320
 HV8320  STATE/COUNTY-  VA/FAIRFAX
 HV8320  USGS QUAD   -  HERNDON (1994)
 HV8320
 HV8320                         *CURRENT SURVEY CONTROL
 HV8320  ___________________________________________________________________
 HV8320* NAD 83(1993)-  38 55 01.41352(N)    077 24 26.56574(W)     ADJUSTED  
 HV8320* NAVD 88     -       114.4    (meters)     375.     (feet)  VERTCON   
 HV8320  ___________________________________________________________________
 HV8320  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 HV8320  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV8320
 HV8320  HORZ ORDER  -  SECOND
 HV8320
 HV8320.The horizontal coordinates were established by classical geodetic methods
 HV8320.and adjusted by the National Geodetic Survey in November 1994..
 HV8320
 HV8320.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8320
 HV8320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8320
 HV8320.The geoid height was determined by GEOID03.
 HV8320
 HV8320;                    North         East     Units Scale Factor Converg.
 HV8320;SPC VA N     - 2,139,357.782 3,594,754.362   MT  0.99996202   +0 40 54.9
 HV8320;SPC VA N     - 7,018,876.32 11,793,789.94   sFT  0.99996202   +0 40 54.9
 HV8320;UTM  18      - 4,310,328.022   291,284.566   MT  1.00013644   -1 30 46.3
 HV8320
 HV8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8320!SPC VA N     -   0.99998704  x   0.99996202  =   0.99994906
 HV8320!UTM  18      -   0.99998704  x   1.00013644  =   1.00012348
 HV8320
 HV8320                          SUPERSEDED SURVEY CONTROL
 HV8320
 HV8320  NAD 83(1993)-  38 55 01.41318(N)    077 24 26.57006(W) AD(       ) 2
 HV8320  NAD 83(1986)-  38 55 01.41294(N)    077 24 26.57799(W) AD(       ) 2
 HV8320  NGVD 29 (01/12/90)  114.6    (m)          376.     (f) VERT ANG       
 HV8320
 HV8320.Superseded values are not recommended for survey control.
 HV8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8320.See file dsdata.txt to determine how the superseded data were derived.
 HV8320
 HV8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9128510328(NAD 83)
 HV8320_MARKER: Z = SEE DESCRIPTION
 HV8320_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8320_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8320_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8320
 HV8320  HISTORY     - Date     Condition        Report By
 HV8320  HISTORY     - 1957     MONUMENTED       VA-059
 HV8320
 HV8320                          STATION DESCRIPTION
 HV8320
 HV8320'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1957 (WTL)
 HV8320'THE STATION IS LOCATED ABOUT 2.5 MILES NNE OF CHANTILLY. 4.3 MILES
 HV8320'SSW OF HERNDON VA. ON THE NORTH SIDE OF DIRT ROAD, ON TOP OF HILL
 HV8320'LEADING TO AND ON THE PROPERTY OF THE VIRGINIA BEEF CORP. SEE FAIRFAX
 HV8320'COUNTY TAX MAP 25-3 FARM ROAD SHOWN.
 HV8320'
 HV8320'TO REACH THE STATION FROM THE INTERSECTION OF LEE JACKSON MEMORIAL
 HV8320'HIGHWAY US ROUTE 50 AND CENTREVILLE ROAD, TURN RIGHT ON CENTREVILLE
 HV8320'ROAD AND PROCEED FOR 2.0 M TO A DIRT ROAD ON RIGHT LEADING TO
 HV8320'VIRGINIA BEEF CORP. ENTER DIRT ROAD  AND PROCEED TO 0.65 MILES ACROSS
 HV8320'CREEK AND UP HILL TO STATION, ON LEF.
 HV8320'
 HV8320'THE STATION IS A REINFORCEING ROD WITH PLASTIC CAP STAMPED---FAIRFAX
 HV8320'CO DPW SUR--- 12 INCHES BELOW SURFACE OF THE GROUND. LOCATED 17.0
 HV8320'FEET NE FROM THE CENTERLINE OF THE DIRT ROAD OPPOSITE THE FENCE.
 HV8320'
 HV8320'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN A FENCE POST LOCATED 25.8
 HV8320'FEET SE FROM THE CENTERLINE OF THE DIRT ROAD.
 HV8320'
 HV8320'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN A FENCE POST LOCATED 25.2
 HV8320'FEET SW FROM THE CENTERLINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8321 ***********************************************************************
 HV8321  DESIGNATION -  BA 4
 HV8321  PID         -  HV8321
 HV8321  STATE/COUNTY-  VA/FAIRFAX
 HV8321  USGS QUAD   -  HERNDON (1994)
 HV8321
 HV8321                         *CURRENT SURVEY CONTROL
 HV8321  ___________________________________________________________________
 HV8321* NAD 83(1993)-  38 54 48.62202(N)    077 24 09.95150(W)     ADJUSTED  
 HV8321* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 HV8321  ___________________________________________________________________
 HV8321  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 HV8321  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV8321
 HV8321  HORZ ORDER  -  SECOND
 HV8321
 HV8321.The horizontal coordinates were established by classical geodetic methods
 HV8321.and adjusted by the National Geodetic Survey in November 1994..
 HV8321
 HV8321.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8321
 HV8321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8321
 HV8321.The geoid height was determined by GEOID03.
 HV8321
 HV8321;                    North         East     Units Scale Factor Converg.
 HV8321;SPC VA N     - 2,138,968.145 3,595,159.285   MT  0.99996170   +0 41 05.3
 HV8321;SPC VA N     - 7,017,597.99 11,795,118.42   sFT  0.99996170   +0 41 05.3
 HV8321;UTM  18      - 4,309,923.093   291,674.339   MT  1.00013444   -1 30 35.4
 HV8321
 HV8321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8321!SPC VA N     -   0.99998678  x   0.99996170  =   0.99994848
 HV8321!UTM  18      -   0.99998678  x   1.00013444  =   1.00012122
 HV8321
 HV8321                          SUPERSEDED SURVEY CONTROL
 HV8321
 HV8321  NAD 83(1993)-  38 54 48.62170(N)    077 24 09.95579(W) AD(       ) 2
 HV8321  NAD 83(1986)-  38 54 48.62146(N)    077 24 09.96369(W) AD(       ) 2
 HV8321  NGVD 29 (01/12/90)  116.2    (m)          381.     (f) VERT ANG       
 HV8321
 HV8321.Superseded values are not recommended for survey control.
 HV8321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8321.See file dsdata.txt to determine how the superseded data were derived.
 HV8321
 HV8321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9167409923(NAD 83)
 HV8321_MARKER: Z = SEE DESCRIPTION
 HV8321_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8321_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8321_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8321
 HV8321  HISTORY     - Date     Condition        Report By
 HV8321  HISTORY     - 1975     MONUMENTED       VA-059
 HV8321
 HV8321                          STATION DESCRIPTION
 HV8321
 HV8321'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8321'THE STATION IS LOCATED ABOUT 6.9 MILES NORTHWEST OF FAIRFAX, 3.7
 HV8321'MILES SOUTH OF HERNDON, 2.3 MILES NORTHEAST OF CHANTILLY, NEAR A
 HV8321'FENCE CORNER BETWEEN THE VIRGINIA BEEF CORPORATION COMPOUND AND
 HV8321'ASHBURTON AVENUE, IT IS LOCATED TO THE REAR OF 3108 ASHBURTON AVENUE,
 HV8321'SEE FAIRFAX COUNTY TAX MAP 35-1, LOT 9, REVISED TO 1-1-76.
 HV8321'
 HV8321'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 608, WEST OX
 HV8321'ROAD, AND ROUTE 749, ASHBURTON AVENUE, GO SOUTHWEST ON ROUTE 749, FOR
 HV8321'0.6 MILES TO A GRAVEL DRIVE ON THE RIGHT. TURN RIGHT, NORTHWEST, AND
 HV8321'FOLLOW DRIVE TO A WHITE FRAME HOUSE, 3108, AND THEN LEFT THROUGH THE
 HV8321'FENCE AND ONTO A FIELD ROAD.  CONTINUE ON FIELD ROAD, KEEPING PINE
 HV8321'AND CEDAR THICKET TO THE RIGHT AND STATION AT THE FENCELINE.
 HV8321'
 HV8321'THE STATION IS AN IRON PIN WITH YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8321'CO DPW SUR--- IN THE GROUND 6 INCHES BENEATH THE SURFACE. AN IRON
 HV8321'RAILROAD SPIKE WAS ADDED TO AID IN MAGNETIC DETECTION. LOCATED 360
 HV8321'FEET W FROM THE COLONIAL PIPELINE EASEMENT.
 HV8321'
 HV8321'REFERENCE MARK NO. 01 IS A NAIL AND BOTTLE CAP IN THE SIDE OF A
 HV8321'SINGULAR SUGARNUT TREE.
 HV8321'
 HV8321'REFERENCE MARK NO. 02 IS A NAIL AND BOTTLE CAP IN THE SIDE OF A 16
 HV8321'INCH CEDAR TREE IN THE FENCE LINE.
 HV8321'
 HV8321'REFERENCE MARK NO. 03 IS A NAIL AND BOTTLE CAP IN THE SIDE OF A 12
 HV8321'INCH CEDAR TREE IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8322 ***********************************************************************
 HV8322  DESIGNATION -  BA 5
 HV8322  PID         -  HV8322
 HV8322  STATE/COUNTY-  VA/FAIRFAX
 HV8322  USGS QUAD   -  HERNDON (1994)
 HV8322
 HV8322                         *CURRENT SURVEY CONTROL
 HV8322  ___________________________________________________________________
 HV8322* NAD 83(1993)-  38 54 41.07918(N)    077 23 55.87097(W)     ADJUSTED  
 HV8322* NAVD 88     -       118.8    (meters)     390.     (feet)  VERTCON   
 HV8322  ___________________________________________________________________
 HV8322  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 HV8322  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV8322
 HV8322  HORZ ORDER  -  SECOND
 HV8322
 HV8322.The horizontal coordinates were established by classical geodetic methods
 HV8322.and adjusted by the National Geodetic Survey in November 1994..
 HV8322
 HV8322.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8322
 HV8322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8322
 HV8322.The geoid height was determined by GEOID03.
 HV8322
 HV8322;                    North         East     Units Scale Factor Converg.
 HV8322;SPC VA N     - 2,138,739.633 3,595,501.268   MT  0.99996151   +0 41 14.1
 HV8322;SPC VA N     - 7,016,848.28 11,796,240.41   sFT  0.99996151   +0 41 14.1
 HV8322;UTM  18      - 4,309,681.611   292,007.378   MT  1.00013273   -1 30 26.3
 HV8322
 HV8322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8322!SPC VA N     -   0.99998635  x   0.99996151  =   0.99994786
 HV8322!UTM  18      -   0.99998635  x   1.00013273  =   1.00011908
 HV8322
 HV8322                          SUPERSEDED SURVEY CONTROL
 HV8322
 HV8322  NAD 83(1993)-  38 54 41.07885(N)    077 23 55.87525(W) AD(       ) 2
 HV8322  NAD 83(1986)-  38 54 41.07862(N)    077 23 55.88313(W) AD(       ) 2
 HV8322  NGVD 29 (01/12/90)  119.0    (m)          390.     (f) VERT ANG       
 HV8322
 HV8322.Superseded values are not recommended for survey control.
 HV8322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8322.See file dsdata.txt to determine how the superseded data were derived.
 HV8322
 HV8322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9200709682(NAD 83)
 HV8322_MARKER: Z = SEE DESCRIPTION
 HV8322_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8322_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8322_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8322
 HV8322  HISTORY     - Date     Condition        Report By
 HV8322  HISTORY     - 1975     MONUMENTED       VA-059
 HV8322
 HV8322                          STATION DESCRIPTION
 HV8322
 HV8322'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8322'THE STATION IS LOCATED ABOUT 7.2 MILES WEST OF VIENNA, 6.7 MILES
 HV8322'NORTHWEST OF FAIRFAX, 4.0 MILES SOUTH OF HERNDON, ON A HIGH POINT IN
 HV8322'A CULTIVATED FIELD ABOUT 400 FEET SOUTH OF THE END OF THE PAVEMENT OF
 HV8322'ASHBURTON AVENUE. SEE FAIRFAX COUNTY TAX MAP 35-3, LOT 1-22, REVISED
 HV8322'TO 1-1-76.
 HV8322'
 HV8322'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 50 AND ROUTE 608,
 HV8322'WEST OX ROAD IN PENDER, GO NORTH ON WEST OX ROAD, ROUTE 608 LATER
 HV8322'664, FOR 4.1 MILES TO THE JUNCTION WITH ROUTE 749, ASHBURTON AVENUE.
 HV8322'TURN LEFT ONTO ROUTE 749 AND GO SOUTHWEST FOR 0.6 MILES TO A GRAVEL
 HV8322'PARKING AREA AT THE NORTHWEST CORNER OF A LARGE CULTIVATED FIELD. THE
 HV8322'STATION IS SOUTH OF THIS PARKING AREA AT THE HIGHEST POINT IN THE
 HV8322'FIELD.
 HV8322'
 HV8322'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8322'CO DPW SUR--- IN THE FIELD 12 INCHES BELOW THE SURFACE WITH ADDED
 HV8322'IRON RAILROAD SPIKES TO AID IN MAGNETIC DETECTION. LOCATED 400 FEET S
 HV8322'FROM MONUMENTED STATION ASH 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8323 ***********************************************************************
 HV8323  DESIGNATION -  BA 6
 HV8323  PID         -  HV8323
 HV8323  STATE/COUNTY-  VA/FAIRFAX
 HV8323  USGS QUAD   -  HERNDON (1994)
 HV8323
 HV8323                         *CURRENT SURVEY CONTROL
 HV8323  ___________________________________________________________________
 HV8323* NAD 83(1993)-  38 55 07.70321(N)    077 22 59.18493(W)     ADJUSTED  
 HV8323* NAVD 88     -       126.7    (meters)     416.     (feet)  VERTCON   
 HV8323  ___________________________________________________________________
 HV8323  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 HV8323  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8323
 HV8323  HORZ ORDER  -  SECOND
 HV8323
 HV8323.The horizontal coordinates were established by classical geodetic methods
 HV8323.and adjusted by the National Geodetic Survey in November 1994..
 HV8323
 HV8323.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8323
 HV8323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8323
 HV8323.The geoid height was determined by GEOID03.
 HV8323
 HV8323;                    North         East     Units Scale Factor Converg.
 HV8323;SPC VA N     - 2,139,577.048 3,596,856.857   MT  0.99996218   +0 41 49.5
 HV8323;SPC VA N     - 7,019,595.70 11,800,687.87   sFT  0.99996218   +0 41 49.5
 HV8323;UTM  18      - 4,310,466.633   293,394.273   MT  1.00012565   -1 29 51.5
 HV8323
 HV8323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8323!SPC VA N     -   0.99998510  x   0.99996218  =   0.99994728
 HV8323!UTM  18      -   0.99998510  x   1.00012565  =   1.00011075
 HV8323
 HV8323                          SUPERSEDED SURVEY CONTROL
 HV8323
 HV8323  NAD 83(1993)-  38 55 07.70267(N)    077 22 59.18896(W) AD(       ) 2
 HV8323  NAD 83(1986)-  38 55 07.70245(N)    077 22 59.19683(W) AD(       ) 2
 HV8323  NGVD 29 (01/12/90)  126.9    (m)          416.     (f) VERT ANG       
 HV8323
 HV8323.Superseded values are not recommended for survey control.
 HV8323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8323.See file dsdata.txt to determine how the superseded data were derived.
 HV8323
 HV8323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9339410467(NAD 83)
 HV8323_MARKER: DE = TRAVERSE STATION DISK
 HV8323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8323+STABILITY: SURFACE MOTION
 HV8323
 HV8323  HISTORY     - Date     Condition        Report By
 HV8323  HISTORY     - 1975     MONUMENTED       VA-059
 HV8323
 HV8323                          STATION DESCRIPTION
 HV8323
 HV8323'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8323'THE STATION IS LOCATED ABOUT 6.4 MILES NORTHWEST OF FAIRFAX, 3.5
 HV8323'MILES SOUTHEAST OF HERNDON, 3.1 MILES NORTHEAST OF CHANTILLY, ON THE
 HV8323'TRANSCONTINENTAL GAS PIPELINE CORPORATION ABOUT MIDWAY BETWEEN WEST
 HV8323'OX ROAD AND VIKING DRIVE. SEE FAIRFAX COUNTY TAX MAP 25-4, LOT 9,
 HV8323'12500 LAWYERS ROAD.
 HV8323'
 HV8323'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 50,
 HV8323'LEE-JACKSON MEMORIAL HIGHWAY, AND ROUTE 608, WEST OX ROAD, IN PENDER
 HV8323'GO NORTHWEST ON ROUTE 608 FOR 3.8 MILES TO THE TRANSCONTINENTAL
 HV8323'PIPELINE EASEMENT. TURN NORTHEAST , ONTO THE PIPELINE EASEMENT FOR
 HV8323'0.4 MILES TO THE TOP OF THE HILL AND STATION ON THE LEFT NEAR THE
 HV8323'WOODLINE.
 HV8323'
 HV8323'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8323'BA-6 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8323'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 4
 HV8323'FEET SE FROM A WITNESS POST AND 20 FEET W FROM THE CENTERLINE OF THE
 HV8323'GAS LINE.
 HV8323'
 HV8323'REFERENCE MARK NO. 01 IS A PK NAIL IN THE SIDE OF A 30 INCH OAK TREE.
 HV8323'LOCATED 31 FEET W FROM THE CENTERLINE OF THE GAS LINE.
 HV8323'
 HV8323'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF A 4 INCH PINE TREE.
 HV8323'LOCATED 38 FEET W FROM THE CENTERLINE OF THE GAS LINE AND 18 FEET NE
 HV8323'FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8324 ***********************************************************************
 HV8324  DESIGNATION -  BA 7
 HV8324  PID         -  HV8324
 HV8324  STATE/COUNTY-  VA/FAIRFAX
 HV8324  USGS QUAD   -  VIENNA (1994)
 HV8324
 HV8324                         *CURRENT SURVEY CONTROL
 HV8324  ___________________________________________________________________
 HV8324* NAD 83(1993)-  38 55 36.71816(N)    077 22 25.07508(W)     ADJUSTED  
 HV8324* NAVD 88     -       139.340  (meters)     457.15   (feet)  ADJUSTED  
 HV8324  ___________________________________________________________________
 HV8324  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 HV8324  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8324  DYNAMIC HT  -         139.265 (meters)     456.91  (feet)  COMP
 HV8324  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 HV8324
 HV8324  HORZ ORDER  -  SECOND
 HV8324  VERT ORDER  -  THIRD
 HV8324
 HV8324.The horizontal coordinates were established by classical geodetic methods
 HV8324.and adjusted by the National Geodetic Survey in November 1994..
 HV8324
 HV8324.The orthometric height was determined by differential leveling
 HV8324.and adjusted by the National Geodetic Survey in September 2004..
 HV8324
 HV8324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8324
 HV8324.The geoid height was determined by GEOID03.
 HV8324
 HV8324.The dynamic height is computed by dividing the NAVD 88
 HV8324.geopotential number by the normal gravity value computed on the
 HV8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8324.degrees latitude (g = 980.6199 gals.).
 HV8324
 HV8324.The modeled gravity was interpolated from observed gravity values.
 HV8324
 HV8324;                    North         East     Units Scale Factor Converg.
 HV8324;SPC VA N     - 2,140,481.727 3,597,667.506   MT  0.99996293   +0 42 10.8
 HV8324;SPC VA N     - 7,022,563.80 11,803,347.48   sFT  0.99996293   +0 42 10.8
 HV8324;UTM  18      - 4,311,339.742   294,239.110   MT  1.00012136   -1 29 31.0
 HV8324
 HV8324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8324!SPC VA N     -   0.99998312  x   0.99996293  =   0.99994605
 HV8324!UTM  18      -   0.99998312  x   1.00012136  =   1.00010448
 HV8324
 HV8324                          SUPERSEDED SURVEY CONTROL
 HV8324
 HV8324  NAD 83(1993)-  38 55 36.71759(N)    077 22 25.07876(W) AD(       ) 2
 HV8324  NAD 83(1986)-  38 55 36.71738(N)    077 22 25.08668(W) AD(       ) 2
 HV8324  NGVD 29 (01/12/90)  139.7    (m)          458.     (f) VERT ANG       
 HV8324
 HV8324.Superseded values are not recommended for survey control.
 HV8324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8324.See file dsdata.txt to determine how the superseded data were derived.
 HV8324
 HV8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9423911340(NAD 83)
 HV8324_MARKER: DE = TRAVERSE STATION DISK
 HV8324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8324_SP_SET: CONCRETE POST
 HV8324_STAMPING: BA 7 1975
 HV8324_MARK LOGO: VA-059
 HV8324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8324+STABILITY: SURFACE MOTION
 HV8324
 HV8324  HISTORY     - Date     Condition        Report By
 HV8324  HISTORY     - 1975     MONUMENTED       VA-059
 HV8324  HISTORY     - 1975     GOOD             VA-059
 HV8324  HISTORY     - 19920120 GOOD             MSI
 HV8324  HISTORY     - 20050831 GOOD             INDIV
 HV8324
 HV8324                          STATION DESCRIPTION
 HV8324
 HV8324'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8324'THE STATION IS LOCATED ABOUT 6.6. MILES NORTHWEST OF FAIRFAX, 3.9
 HV8324'MILES NORTHEAST OF CHAINILL , 3.0 MILES SOUTHEAST OF HERNDON AT THE
 HV8324'INTERSECTION OF FOX MILL ROAD AND THE TRANSCONTINENTAL PIPELINE JUST
 HV8324'NORTH OF THE T-INTERSECTION WITH RESTON AVENUE, SEE FAIFAX COUNTY TAX
 HV8324'MAP 26-3, 2600 BLOCK OF FOX MILL ROAD LOT 99, REVISED TO 1-1-76.
 HV8324'
 HV8324'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 50,
 HV8324'LEE-JACKSON MEMORIAL HIGHWAY, AND ROUTE 608, WEST OX ROAD IN PENDER,
 HV8324'GO NORTHWEST ON ROUTE 608 FOR 3.3 MILES TO THE JUNCTION WITH ROUTE
 HV8324'602, LAWYERS ROAD. CONTINUE NORTH ON ROUTE 602 FOR 1.15 MILES TO THE
 HV8324'FOX MILL ROAD INTERSECTION. TURN LEFT,  NORTHWEST, ON FOX MILL ROAD
 HV8324'AND GO 0.15 MILES TO THE INTERSECTION WIT THE TRANSCONTINENTAL
 HV8324'PIPELINE EASEMENT AND STATION ON THE RIGHT.
 HV8324'
 HV8324'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8324'BA-7 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 HV8324'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 20
 HV8324'FEET NE FROM THE CENTERLINE OF FOX MILL ROAD.
 HV8324'
 HV8324'REFERENCE MARK NO. 01 IS A BRASS DISC IN CONCRETE MONUMENT P-11
 HV8324'LOCATED 18 FEET NE FROM THE CENTERLINE OF ROUTE 665.
 HV8324'
 HV8324'REFERENCE MARK NO. 02 IS A GAS LINE CONCRETE POST IN THE GROUND WHICH
 HV8324'MARKS PIPELINE D LOCATED 15 FEET NE FROM THE CENTERLINE OF ROUTE 665.
 HV8324'AND 3 FEET SW FROM RM 1.
 HV8324'
 HV8324'REFERENCE MARK NO. 03 IS A GAS LINE CONCRETE POST IN THE GROUND, AND
 HV8324'MARKS PIPE LINE C LOCATED 15 FEET NE FROM THE CENTERLINE OF ROUTE
 HV8324'665, AND 28 FEET NW FROM RM 2.
 HV8324
 HV8324                          STATION RECOVERY (1975)
 HV8324
 HV8324'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8324'RECOVERED IN GOOD CONDITION.
 HV8324
 HV8324                          STATION RECOVERY (1992)
 HV8324
 HV8324'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8324'THE STATION IS LOCATED ABOUT 6.6.  MILES (10.62 KM) NORTHWEST OF
 HV8324'FAIRFAX, 3.9 MILES (6.3 KM) NORTHEAST OF CHAINILL, 3.0 MILES (4.8 KM)
 HV8324'SOUTHEAST OF HERNDON AT THE INTERSECTION OF FOX MILL ROAD AND THE
 HV8324'TRANSCONTINENTAL PIPELINE JUST NORTH OF THE T-INTERSECTION WITH
 HV8324'RESTON AVENUE, SEE FAIFAX COUNTY TAX MAP 26-3, 2600 BLOCK OF FOX MILL
 HV8324'ROAD LOT 99, REVISED TO 1-1-76.  TO REACH THE STATION FROM THE
 HV8324'INTERSECTION OF US ROUTE 50, LEE-JACKSON MEMORIAL HIGHWAY, AND ROUTE
 HV8324'608, WEST OX ROAD IN PENDER, GO NORTHWEST ON ROUTE 608 FOR 3.3 MILES
 HV8324'(5.3 KM) TO THE JUNCTION WITH ROUTE 602, LAWYERS ROAD.  CONTINUE
 HV8324'NORTH ON ROUTE 602 FOR 1.15 MILES (1.85 KM) TO THE FOX MILL ROAD
 HV8324'INTERSECTION.  TURN LEFT, NORTHWEST, ON FOX MILL ROAD AND GO 0.15
 HV8324'MILES (0.24 KM) TO THE INTERSECTION WIT THE TRANSCONTINENTAL PIPELINE
 HV8324'EASEMENT AND STATION ON THE RIGHT, IN TOP OF IN THE TOP OF A ROUND
 HV8324'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH GROUND, 20 FEET
 HV8324'(6.1 M) NE FROM THE CENTERLINE OF FOX ROAD.
 HV8324
 HV8324                          STATION RECOVERY (2005)
 HV8324
 HV8324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 HV8324'LOCATED IN RESTON, FAIRFAX COUNTY, VIRGINIA.  FROM THE INTERSECTION OF
 HV8324'LAWYERS ROAD (ROUTE 673) AND RESTON PARKWAY (ROUTE 602) PROCEED NORTH
 HV8324'ON RESTON PARKWAY 0.1 MILES TO  FOX MILL ROAD (ROUTE 665), THEN LEFT
 HV8324'(WEST) ON THE RELOCATED FOX MILL ROAD 200 FEET, THEN LEFT (SOUTH) INTO
 HV8324'A GRAVEL PARKING AREA ON THE TRANSCONTINENTAL GAS PIPELINE, THEN SOUTH
 HV8324'ABOUT 200 FEET TO OLD FOX MILL ROAD.
 HV8324'THE MONUMENT IS 47.1 FEET NORTH OF THE NORTH CORNER OF A BRICK
 HV8324'BUILDING ASSOCIATED WITH A CELL PHONE/MICROWAVE TOWER, AND 48.1 FEET
 HV8324'NORTHWEST OF A UTILITY POLE ON THE EAST SIDE OF PIPELINE RIGHT-OF-WAY.
 HV8324' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8325 ***********************************************************************
 HV8325  DESIGNATION -  BA 7 1
 HV8325  PID         -  HV8325
 HV8325  STATE/COUNTY-  VA/FAIRFAX
 HV8325  USGS QUAD   -  VIENNA (1994)
 HV8325
 HV8325                         *CURRENT SURVEY CONTROL
 HV8325  ___________________________________________________________________
 HV8325* NAD 83(1993)-  38 55 26.84141(N)    077 22 27.17047(W)     ADJUSTED  
 HV8325* NAVD 88     -       137.1    (meters)     450.     (feet)  VERTCON   
 HV8325  ___________________________________________________________________
 HV8325  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HV8325  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8325
 HV8325  HORZ ORDER  -  SECOND
 HV8325
 HV8325.The horizontal coordinates were established by classical geodetic methods
 HV8325.and adjusted by the National Geodetic Survey in November 1994..
 HV8325
 HV8325.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8325
 HV8325.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8325
 HV8325.The geoid height was determined by GEOID03.
 HV8325
 HV8325;                    North         East     Units Scale Factor Converg.
 HV8325;SPC VA N     - 2,140,176.570 3,597,620.774   MT  0.99996267   +0 42 09.4
 HV8325;SPC VA N     - 7,021,562.63 11,803,194.16   sFT  0.99996267   +0 42 09.4
 HV8325;UTM  18      - 4,311,036.551   294,180.715   MT  1.00012165   -1 29 32.0
 HV8325
 HV8325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8325!SPC VA N     -   0.99998347  x   0.99996267  =   0.99994614
 HV8325!UTM  18      -   0.99998347  x   1.00012165  =   1.00010512
 HV8325
 HV8325                          SUPERSEDED SURVEY CONTROL
 HV8325
 HV8325  NAD 83(1993)-  38 55 26.84083(N)    077 22 27.17421(W) AD(       ) 2
 HV8325  NAD 83(1986)-  38 55 26.84062(N)    077 22 27.18212(W) AD(       ) 2
 HV8325  NGVD 29 (01/12/90)  137.3    (m)          450.     (f) VERT ANG       
 HV8325
 HV8325.Superseded values are not recommended for survey control.
 HV8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8325.See file dsdata.txt to determine how the superseded data were derived.
 HV8325
 HV8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9418111037(NAD 83)
 HV8325_MARKER: Z = SEE DESCRIPTION
 HV8325_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8325_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8325_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8325
 HV8325  HISTORY     - Date     Condition        Report By
 HV8325  HISTORY     - UNK      MONUMENTED
 HV8325  HISTORY     - 1976     SEE DESCRIPTION  VA-059
 HV8325
 HV8325                          STATION DESCRIPTION
 HV8325
 HV8325'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8325'THIS STATION WAS DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8326 ***********************************************************************
 HV8326  DESIGNATION -  BA 8
 HV8326  PID         -  HV8326
 HV8326  STATE/COUNTY-  VA/FAIRFAX
 HV8326  USGS QUAD   -  VIENNA (1994)
 HV8326
 HV8326                         *CURRENT SURVEY CONTROL
 HV8326  ___________________________________________________________________
 HV8326* NAD 83(1993)-  38 55 46.55943(N)    077 22 15.22612(W)     ADJUSTED  
 HV8326* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 HV8326  ___________________________________________________________________
 HV8326  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 HV8326  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8326
 HV8326  HORZ ORDER  -  SECOND
 HV8326
 HV8326.The horizontal coordinates were established by classical geodetic methods
 HV8326.and adjusted by the National Geodetic Survey in November 1994..
 HV8326
 HV8326.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8326
 HV8326.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8326
 HV8326.The geoid height was determined by GEOID03.
 HV8326
 HV8326;                    North         East     Units Scale Factor Converg.
 HV8326;SPC VA N     - 2,140,788.085 3,597,900.986   MT  0.99996318   +0 42 16.9
 HV8326;SPC VA N     - 7,023,568.91 11,804,113.48   sFT  0.99996318   +0 42 16.9
 HV8326;UTM  18      - 4,311,636.980   294,484.190   MT  1.00012012   -1 29 25.1
 HV8326
 HV8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8326!SPC VA N     -   0.99998267  x   0.99996318  =   0.99994585
 HV8326!UTM  18      -   0.99998267  x   1.00012012  =   1.00010279
 HV8326
 HV8326                          SUPERSEDED SURVEY CONTROL
 HV8326
 HV8326  NAD 83(1993)-  38 55 46.55885(N)    077 22 15.22972(W) AD(       ) 2
 HV8326  NAD 83(1986)-  38 55 46.55865(N)    077 22 15.23767(W) AD(       ) 2
 HV8326  NGVD 29 (01/12/90)  142.4    (m)          467.     (f) VERT ANG       
 HV8326
 HV8326.Superseded values are not recommended for survey control.
 HV8326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8326.See file dsdata.txt to determine how the superseded data were derived.
 HV8326
 HV8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9448411637(NAD 83)
 HV8326_MARKER: DE = TRAVERSE STATION DISK
 HV8326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8326+STABILITY: SURFACE MOTION
 HV8326
 HV8326  HISTORY     - Date     Condition        Report By
 HV8326  HISTORY     - 1975     MONUMENTED       VA-059
 HV8326
 HV8326                          STATION DESCRIPTION
 HV8326
 HV8326'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8326'THE STATION IS LOCATED ABOUT 6.7 MILES NORTHWEST OF FAIRFAX, 6.1
 HV8326'MILES NORTHWEST OF VIENNA, 2.9 MILES SOUTHEAST OF HERNDON, IN THE
 HV8326'TRANSCONTINENTAL GAS PIPE LINE EASEMENT BESIDE THE INTERSECTION OF
 HV8326'COLTS NECK ROAD WITH RESTON AVENUE IN RESTON, SEE FAIRFAX COUNTY TAX
 HV8326'MAP 26-3.
 HV8326'
 HV8326'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 50, LEE-JACKSON
 HV8326'MEMORIAL HIGHWAY, AND ROUTE 608, WEST OX ROAD, IN PENDER, GO
 HV8326'NORTHWEST ON ROUTE 608 FOR 3.3 MILES TO THE INTERSECTION WITH ROUTE
 HV8326'602, LAWYERS ROAD. BEAR RIGHT WITH ROUTE 602 AND PROCEED FOR 1.15
 HV8326'MILES TO THE JUNCTION WITH ROUTE 665, FOX MILL ROAD. TURN LEFT,
 HV8326'NORTHWEST, ONTO ROUTE 665 AND GO 0.1 MILES TO THE JUNCTION WITH
 HV8326'RESTON AVENUE. TURN RIGHT AND PROCEDE ON RESTON AVENUE FOR 0.2 MILES
 HV8326'TO AN ENTRANCE TO THE EASEMENT ON THE LEFT. TURN INTO THE EASEMENT
 HV8326'AND THEN LEFT FOR 0.1 MILE TO STATION.
 HV8326'
 HV8326'THE STATION IS A SMALL BRASS DISC SET IN A CYLINDRICAL CONCRETE
 HV8326'MONUMENT LOCATED 3 FEET S FROM A 3 FOOT WOODEN POST, 77 FEET NW FROM
 HV8326'THE CENTERLINE OF RESTON AVENUE, AND 64 FT SE FROM THE EDGE OF WOODS.
 HV8326'
 HV8326'REFERENCE MARK NO. 01 IS A CHISELED X IN THE CORNER OF A TELEPHONE
 HV8326'COMPANY TRANSMISSION BOX. LOCATED 2 FEET SE FROM THE EDGE OF THE
 HV8326'WOODS.
 HV8326'
 HV8326'REFERENCE MARK NO. 02 IS THE CENTER OF THE CENTERMOST OF THREE
 HV8326'WATER VALVES IN THE INTERSECTION OF COLTS NECK ROAD WITH RESTON AVE.
 HV8326'LOCATED 10 FEET SE FROM THE CENTERLINE OF RESTON AVENUE, AND 153 FEET
 HV8326'SE FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8327 ***********************************************************************
 HV8327  DESIGNATION -  BA 9
 HV8327  PID         -  HV8327
 HV8327  STATE/COUNTY-  VA/FAIRFAX
 HV8327  USGS QUAD   -  VIENNA (1994)
 HV8327
 HV8327                         *CURRENT SURVEY CONTROL
 HV8327  ___________________________________________________________________
 HV8327* NAD 83(1993)-  38 56 41.89612(N)    077 21 13.82680(W)     ADJUSTED  
 HV8327* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 HV8327  ___________________________________________________________________
 HV8327  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 HV8327  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV8327
 HV8327  HORZ ORDER  -  SECOND
 HV8327
 HV8327.The horizontal coordinates were established by classical geodetic methods
 HV8327.and adjusted by the National Geodetic Survey in November 1994..
 HV8327
 HV8327.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8327
 HV8327.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8327
 HV8327.The geoid height was determined by GEOID03.
 HV8327
 HV8327;                    North         East     Units Scale Factor Converg.
 HV8327;SPC VA N     - 2,142,512.650 3,599,358.422   MT  0.99996468   +0 42 55.2
 HV8327;SPC VA N     - 7,029,226.92 11,808,895.09   sFT  0.99996468   +0 42 55.2
 HV8327;UTM  18      - 4,313,304.708   296,006.847   MT  1.00011244   -1 28 48.3
 HV8327
 HV8327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8327!SPC VA N     -   0.99998283  x   0.99996468  =   0.99994751
 HV8327!UTM  18      -   0.99998283  x   1.00011244  =   1.00009527
 HV8327
 HV8327                          SUPERSEDED SURVEY CONTROL
 HV8327
 HV8327  NAD 83(1993)-  38 56 41.89569(N)    077 21 13.82966(W) AD(       ) 2
 HV8327  NAD 83(1986)-  38 56 41.89565(N)    077 21 13.83787(W) AD(       ) 2
 HV8327  NGVD 29 (01/12/90)  141.4    (m)          464.     (f) VERT ANG       
 HV8327
 HV8327.Superseded values are not recommended for survey control.
 HV8327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8327.See file dsdata.txt to determine how the superseded data were derived.
 HV8327
 HV8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9600713305(NAD 83)
 HV8327_MARKER: DE = TRAVERSE STATION DISK
 HV8327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8327+STABILITY: SURFACE MOTION
 HV8327
 HV8327  HISTORY     - Date     Condition        Report By
 HV8327  HISTORY     - 1975     MONUMENTED       VA-059
 HV8327
 HV8327                          STATION DESCRIPTION
 HV8327
 HV8327'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8327'THE STATION IS LOCATED ABOUT 7.4 MILES NORTHWEST OF FAIRFAX, 5.5.
 HV8327'MILES NORTHEAST OF CHANTILL , 2.3 MILES SOUTHEAST OF HERNDON ABOUT
 HV8327'150 YARDS DOWN AND NEAR THE MIDDLE OF THE RESTON SOUTH GOLF COURSE
 HV8327'DRIVING RANGE IN RESTON, SEE FAIRFAX COUNTY TAX MAP 17-3, 2100 BLOCK
 HV8327'OF COLTS NECK ROAD, REVISED TO 1-1-76.
 HV8327'
 HV8327'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 50, LEE-JACKSON
 HV8327'MEMORIAL HIGHWAY, AND ROUTE 608, WEST OX ROAD, IN PENDER, GO
 HV8327'NORTHWEST ON ROUTE 608 FOR 3.3 MILES TO THE INTERSECTION WITH ROUTE
 HV8327'602, LAWYERS ROAD. BEAR RIGHT WITH LAWYERS ROAD AND FOLLOW SAME FOR
 HV8327'1.15 MILES TO THE JUNCTION WITH ROUTE 665, FOX MILL ROAD, TURN LEFT
 HV8327'AND GO 0.1 MILES TO THE RESTON AVENUE JUNCTION. GO NORTHEAST ON
 HV8327'RESTON AVENUE FOR 1.5 MILES TO SUNRISE VALLEY DRIVE. GO RIGHT AND
 HV8327'FOLLOW SUNRISE VALLEY DRIVE FOR 0.1 MILES TO THE RESTON SOUTH GOLF
 HV8327'COURSE AND STATION IN REAR ON DRIVING RANGE.
 HV8327'
 HV8327'THE STATION IS A SMALL BRASS SQUARE IN A CYLINDRICAL CONCRETE
 HV8327'MONUMENT LOCATED 633 FEET SE FROM THE GOLF COURSE DRIVING TEES, AND
 HV8327'30 FEET NW FROM THE CENTERLINE OF THE UNDERGROUND GAS PIPELINE.
 HV8327'
 HV8327'REFERENCE MARK NO. 01 IS A CHISELED X IN A CONCRETE FENCE POST IN AN 8
 HV8327'FOOT HIGH AMERICAN WIRE FENCE ON THE NORTH EDGE OF THE DRIVING RANGE.
 HV8327'LOCATED 160 FEET NE FROM RM-3.
 HV8327'
 HV8327'REFERENCE MARK NO. 02 IS A PK NAIL AND CAP IN THE SIDE OF A 42 INCH
 HV8327'OAK TREE ON THE DRIVING RANGE LOCATED 100 FEET NW FROM THE TENNIS
 HV8327'COURT FENCE, AND 400 FEET S FROM RM 1.
 HV8327'
 HV8327'REFERENCE MARK NO. 03 IS A BRASS SURVEY DISC SET INTO THE TOP OF A
 HV8327'ROUND CONCRETE MONUMENT 08 INCHES IN DIAMETER FLUSH WITH GROUND
 HV8327'LOCATED 560 FEET SE FROM THE GOLF CLUBS DRIVING TEES, AND 100 FEET NW
 HV8327'FROM THE CENTERLINE OF THE UNDERGROUND GAS PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3179 ***********************************************************************
 FX3179  DESIGNATION -  BABE
 FX3179  PID         -  FX3179
 FX3179  STATE/COUNTY-  VA/C OF NORFOLK
 FX3179  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3179
 FX3179                         *CURRENT SURVEY CONTROL
 FX3179  ___________________________________________________________________
 FX3179* NAD 83(1993)-  36 53 26.85785(N)    076 17 38.81519(W)     ADJUSTED  
 FX3179* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3179  ___________________________________________________________________
 FX3179  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 FX3179  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX3179
 FX3179  HORZ ORDER  -  THIRD
 FX3179
 FX3179.The horizontal coordinates were established by classical geodetic methods
 FX3179.and adjusted by the National Geodetic Survey in September 1995..
 FX3179
 FX3179.The orthometric height was scaled from a topographic map.
 FX3179
 FX3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3179
 FX3179.The geoid height was determined by GEOID03.
 FX3179
 FX3179;                    North         East     Units Scale Factor Converg.
 FX3179;SPC VA S     - 1,064,160.942 3,696,608.063   MT  0.99997979   +1 20 19.7
 FX3179;SPC VA S     - 3,491,334.69 12,127,954.95   sFT  0.99997979   +1 20 19.7
 FX3179;UTM  18      - 4,083,539.699   384,687.480   MT  0.99976381   -0 46 37.0
 FX3179
 FX3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3179!SPC VA S     -   1.00000569  x   0.99997979  =   0.99998548
 FX3179!UTM  18      -   1.00000569  x   0.99976381  =   0.99976950
 FX3179
 FX3179:                Primary Azimuth Mark                     Grid Az
 FX3179:SPC VA S     -  LAM                                      032 05 47.2
 FX3179:UTM  18      -  LAM                                      034 12 43.9
 FX3179
 FX3179|---------------------------------------------------------------------|
 FX3179| PID    Reference Object                     Distance      Geod. Az  |
 FX3179|                                                           dddmmss.s |
 FX3179| FX3223 LAM                                 APPROX. 0.5 KM 0332606.9 |
 FX3179| FX3249 OAK                                 APPROX. 0.5 KM 0553650.0 |
 FX3179| DC8044 BABE RM 1                             9.395 METERS 20807     |
 FX3179| DC8045 BABE RM 2                             7.340 METERS 26958     |
 FX3179| FX3298 WIND                                APPROX. 1.0 KM 3571342.8 |
 FX3179|---------------------------------------------------------------------|
 FX3179
 FX3179                          SUPERSEDED SURVEY CONTROL
 FX3179
 FX3179  NAD 83(1986)-  36 53 26.86372(N)    076 17 38.85091(W) AD(       ) 3
 FX3179  NAD 27      -  36 53 26.33000(N)    076 17 40.05200(W) AD(       ) 3
 FX3179
 FX3179.Superseded values are not recommended for survey control.
 FX3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3179.See file dsdata.txt to determine how the superseded data were derived.
 FX3179
 FX3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8468783540(NAD 83)
 FX3179_MARKER: DS = TRIANGULATION STATION DISK
 FX3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3179
 FX3179  HISTORY     - Date     Condition        Report By
 FX3179  HISTORY     - 1929     MONUMENTED       CGS
 FX3179  HISTORY     - 1943     SEE DESCRIPTION  CGS
 FX3179  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 FX3179  HISTORY     - 20030913 MARK NOT FOUND   USPSQD
 FX3179
 FX3179                          STATION DESCRIPTION
 FX3179
 FX3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3179'STATION IS ABOUT 100 METERS E OF THE COLLEY AVENUE BRIDGE ON THE
 FX3179'S BANK OF THE LAFAYETTE RIVER, ON THE PROPERTY OF THE FLORENCE
 FX3179'CRITTENDEN HOME.  IT IS AT THE W END OF THE BULKHEAD AND JUST
 FX3179'INSIDE IT.  STATION IS ABOUT 8 METERS FROM HIGH-WATER LINE AND
 FX3179'IS ABOUT 5 INCHES ABOVE THE GROUND.
 FX3179'
 FX3179'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX3179'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 FX3179'
 FX3179'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 FX3179'CONTAINING A GLASS BOTTLE AS DESCRIBED IN NOTE 7D.
 FX3179
 FX3179                          STATION RECOVERY (1943)
 FX3179
 FX3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3179'THE SURFACE MARK WAS FOUND ABOUT 50 METERS FROM THE STATION.
 FX3179'IT WAS BROKEN, WITH A BRONZE DISK STAMPED BABE 1929.  THE
 FX3179'DISTANCES WERE MEASURED AND THE UNDERGROUND MARK WAS FOUND FLUSH
 FX3179'WITH THE SURFACE.  THE BULKHEAD HAS BEEN EITHER WASHED OUT OR
 FX3179'REMOVED.
 FX3179'
 FX3179'REFERENCE MARK 1 IS SE OF THE STATION, 9.395 METERS DISTANT, IN
 FX3179'A SOLID MARSH GRASS FLUSH WITH THE GROUND.  IT IS STAMPED NO 1
 FX3179'1929.
 FX3179'
 FX3179'REFERENCE MARK 2 IS W OF THE STATION, 7.340 METERS DISTANT,
 FX3179'ABOUT 4 METERS FROM HIGH-WATER LINE, FLUSH WITH THE GROUND.
 FX3179
 FX3179                          STATION RECOVERY (1998)
 FX3179
 FX3179'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3179'MARK NOT FOUND.
 FX3179
 FX3179                          STATION RECOVERY (2003)
 FX3179
 FX3179'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5329 ***********************************************************************
 HV5329  DESIGNATION -  BABER POINT TOWER B OF O 1954
 HV5329  PID         -  HV5329
 HV5329  STATE/COUNTY-  VA/KING GEORGE
 HV5329  USGS QUAD   -  DAHLGREN (1983)
 HV5329
 HV5329                         *CURRENT SURVEY CONTROL
 HV5329  ___________________________________________________________________
 HV5329* NAD 83(1993)-  38 18 33.57445(N)    077 01 47.68776(W)     ADJUSTED  
 HV5329* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HV5329  ___________________________________________________________________
 HV5329  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 HV5329  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV5329
 HV5329  HORZ ORDER  -  FIRST
 HV5329
 HV5329.The horizontal coordinates were established by classical geodetic methods
 HV5329.and adjusted by the National Geodetic Survey in November 1994..
 HV5329
 HV5329.The orthometric height was scaled from a topographic map.
 HV5329
 HV5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5329
 HV5329.The geoid height was determined by GEOID03.
 HV5329
 HV5329;                    North         East     Units Scale Factor Converg.
 HV5329;SPC VA N     - 2,072,363.192 3,628,566.807   MT  0.99996277   +0 55 03.0
 HV5329;SPC VA N     - 6,799,078.24 11,904,722.93   sFT  0.99996277   +0 55 03.0
 HV5329;SPC MD       -    71,338.516   397,383.723   MT  0.99999839   -0 01 07.6
 HV5329;SPC MD       -   234,049.78  1,303,749.76   sFT  0.99999839   -0 01 07.6
 HV5329;UTM  18      - 4,242,085.706   322,521.558   MT  0.99998793   -1 15 31.3
 HV5329
 HV5329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5329!SPC VA N     -   1.00000449  x   0.99996277  =   0.99996726
 HV5329!SPC MD       -   1.00000449  x   0.99999839  =   1.00000288
 HV5329!UTM  18      -   1.00000449  x   0.99998793  =   0.99999242
 HV5329
 HV5329:                Primary Azimuth Mark                     Grid Az
 HV5329:SPC VA N     -  LOWER CEDAR POINT LIGHT 1954             042 02 25.2
 HV5329:SPC MD       -  LOWER CEDAR POINT LIGHT 1954             042 58 35.8
 HV5329:UTM  18      -  LOWER CEDAR POINT LIGHT 1954             044 12 59.5
 HV5329
 HV5329|---------------------------------------------------------------------|
 HV5329| PID    Reference Object                     Distance      Geod. Az  |
 HV5329|                                                           dddmmss.s |
 HV5329| HV7091 LOWER CEDAR POINT LIGHT 1954        APPROX. 4.7 KM 0425728.2 |
 HV5329| HV7069 WARE KB                             APPROX. 5.4 KM 1353718.6 |
 HV5329| HV5356 SHORT ROCKET                        APPROX. 0.6 KM 1613736.1 |
 HV5329| HV5337 DAHLGREN PROVING GROUND S TANK      APPROX. 1.4 KM 3365951.0 |
 HV5329|---------------------------------------------------------------------|
 HV5329
 HV5329                          SUPERSEDED SURVEY CONTROL
 HV5329
 HV5329  NAD 83(1993)-  38 18 33.57544(N)    077 01 47.69363(W) AD(       ) 1
 HV5329  NAD 83(1986)-  38 18 33.57476(N)    077 01 47.70296(W) AD(       ) 1
 HV5329  NAD 27      -  38 18 33.11600(N)    077 01 48.79300(W) AD(       ) 1
 HV5329
 HV5329.Superseded values are not recommended for survey control.
 HV5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5329.See file dsdata.txt to determine how the superseded data were derived.
 HV5329
 HV5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2252242086(NAD 83)
 HV5329_MARKER: DD = SURVEY DISK
 HV5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5329+STABILITY: SURFACE MOTION
 HV5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5329+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV5329
 HV5329  HISTORY     - Date     Condition        Report By
 HV5329  HISTORY     - 1944     MONUMENTED       USN
 HV5329  HISTORY     - 1954     GOOD             CGS
 HV5329  HISTORY     - 1960     GOOD             CGS
 HV5329  HISTORY     - 1974     GOOD             NGS
 HV5329  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5329  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5329  HISTORY     - 20031218 GOOD             USPSQD
 HV5329
 HV5329                          STATION DESCRIPTION
 HV5329
 HV5329'DESCRIBED BY US NAVY 1944
 HV5329'STATION IS LOCATED ON BABERS POINT WHICH IS PART OF THE NAVAL
 HV5329'PROVING GROUND, ON THE SW SHORE OF THE POTOMAC RIVER, APPROXIMATELY
 HV5329'500 YARDS SE OF THE MOUTH OF UPPER MACHODAC CREEK.
 HV5329'
 HV5329'STATION IS A BUREAU OF ORDNANCE BRASS MARKER SET IN THE TOP
 HV5329'OF THE ROOF OF A 50-FOOT TOWER WHICH IS USED FOR OBSERVATION
 HV5329'PURPOSES.  THE SURFACE MARK IS ALSO A BUREAU OF ORDNANCE BRASS
 HV5329'MARKER LOCATED IN A 9- BY 9-FOOT BLOCK OF CONCRETE OVER
 HV5329'WHICH THERE IS A STEEL HOUSE WITH 1-INCH WALLS, USED AS A
 HV5329'SHELTER FROM FRAGMENTS.
 HV5329
 HV5329                          STATION RECOVERY (1954)
 HV5329
 HV5329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5329'THE STATION WAS RECOVERED AS DESCRIBED IN 1944 AND FOUND TO
 HV5329'BE IN GOOD CONDITION.  NO NEW MARKS WERE ESTABLISHED AND THE
 HV5329'OLD DESCRIPTION IS ADEQUATE.
 HV5329'
 HV5329'THE MARK LOCATED BELOW THE TOWER IN THE STEEL SHELTER WAS NOT
 HV5329'USED.  ALL OBSERVATIONS WERE MADE FROM THE MARK ATOP THE
 HV5329'TOWER.
 HV5329'
 HV5329'A POINT DIRECTLY BELOW THE TOP MARK WAS ESTABLISHED ON TOP
 HV5329'OF THE STEEL ROOF OF THE SHELTER HOUSE.  IT IS DESIGNATED BY
 HV5329'A PUNCH MARK AND IS ENCIRCLED BY A SERIES OF PUNCH MARKS.
 HV5329
 HV5329                          STATION RECOVERY (1960)
 HV5329
 HV5329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5329'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1954 RECOVERY
 HV5329'NOTE BY D.A.J. IS ADEQUATE AND COMPLETE.
 HV5329
 HV5329                          STATION RECOVERY (1974)
 HV5329
 HV5329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HV5329'THE MARKER LOCATED IN THE 9 X 9 FOOT BLOCK OF CONCRETE WITHIN THE
 HV5329'STEEL HOUSE WAS RECOVERED IN GOOD CONDITION.  THE MARKER IN THE ROOF
 HV5329'OF OBSERVATION TOWER WAS NOT LOCATED AND IT WAS LEARNED LOCALLY
 HV5329'THAT THE ROOF HAS BEEN REBUILT.  THE PUNCH MARK ENCIRCLED BY A
 HV5329'SERIES OF PUNCH MARKS ON TOP OF THE STEEL ROOF WAS SEARCHED FOR
 HV5329'BUT NOT RECOVERED.
 HV5329'
 HV5329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DEHLGREN
 HV5329'PROVING GROUND.
 HV5329
 HV5329                          STATION RECOVERY (1993)
 HV5329
 HV5329'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5329'MARK NOT FOUND.
 HV5329
 HV5329                          STATION RECOVERY (1999)
 HV5329
 HV5329'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5329'MARK NOT FOUND.
 HV5329
 HV5329                          STATION RECOVERY (2003)
 HV5329
 HV5329'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5329'MARK WAS FOUND ON A 9 X 9 FT CONCRETE SLSB UNDER 50FT TOWER
 HV5329'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1521 ***********************************************************************
 FY1521  DESIGNATION -  BACHELOR
 FY1521  PID         -  FY1521
 FY1521  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1521  USGS QUAD   -  BROSVILLE (1982)
 FY1521
 FY1521                         *CURRENT SURVEY CONTROL
 FY1521  ___________________________________________________________________
 FY1521* NAD 83(1993)-  36 36 25.30419(N)    079 32 39.06594(W)     ADJUSTED  
 FY1521* NAVD 88     -       235.156  (meters)     771.51   (feet)  ADJUSTED  
 FY1521  ___________________________________________________________________
 FY1521  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 FY1521  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 FY1521  DYNAMIC HT  -         234.960 (meters)     770.86  (feet)  COMP
 FY1521  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 FY1521
 FY1521  HORZ ORDER  -  SECOND
 FY1521  VERT ORDER  -  SECOND    CLASS 0
 FY1521
 FY1521.The horizontal coordinates were established by classical geodetic methods
 FY1521.and adjusted by the National Geodetic Survey in September 1995..
 FY1521
 FY1521.The orthometric height was determined by differential leveling
 FY1521.and adjusted by the National Geodetic Survey in June 1991..
 FY1521
 FY1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1521
 FY1521.The geoid height was determined by GEOID03.
 FY1521
 FY1521.The dynamic height is computed by dividing the NAVD 88
 FY1521.geopotential number by the normal gravity value computed on the
 FY1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1521.degrees latitude (g = 980.6199 gals.).
 FY1521
 FY1521.The modeled gravity was interpolated from observed gravity values.
 FY1521
 FY1521;                    North         East     Units Scale Factor Converg.
 FY1521;SPC VA S     - 1,030,890.117 3,406,578.070   MT  1.00003281   -0 38 01.5
 FY1521;SPC VA S     - 3,382,178.66 11,176,414.88   sFT  1.00003281   -0 38 01.5
 FY1521;UTM  17      - 4,052,266.768   630,200.323   MT  0.99980885   +0 52 05.7
 FY1521
 FY1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1521!SPC VA S     -   0.99996816  x   1.00003281  =   1.00000097
 FY1521!UTM  17      -   0.99996816  x   0.99980885  =   0.99977701
 FY1521
 FY1521|---------------------------------------------------------------------|
 FY1521| PID    Reference Object                     Distance      Geod. Az  |
 FY1521|                                                           dddmmss.s |
 FY1521| FY1522 BACHELOR RM 1                         8.495 METERS 11240     |
 FY1521| FY1523 HANKS                               APPROX. 2.0 KM 1150636.9 |
 FY1521| FY2439 STATE MARK NEAR STA BATCHELOR        21.046 METERS 14111     |
 FY1521|---------------------------------------------------------------------|
 FY1521
 FY1521                          SUPERSEDED SURVEY CONTROL
 FY1521
 FY1521  NAD 83(1986)-  36 36 25.30961(N)    079 32 39.06860(W) AD(       ) 2
 FY1521  NAD 27      -  36 36 24.81603(N)    079 32 39.96742(W) AD(       ) 2
 FY1521  NGVD 29 (??/??/92)  235.385  (m)          772.26   (f) ADJ UNCH    2 0
 FY1521
 FY1521.Superseded values are not recommended for survey control.
 FY1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1521.See file dsdata.txt to determine how the superseded data were derived.
 FY1521
 FY1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3020052267(NAD 83)
 FY1521_MARKER: DE = TRAVERSE STATION DISK
 FY1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1521_STAMPING: BACHELOR 1964
 FY1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1521+STABILITY: SURFACE MOTION
 FY1521
 FY1521  HISTORY     - Date     Condition        Report By
 FY1521  HISTORY     - 1964     MONUMENTED       CGS
 FY1521  HISTORY     - 1964     GOOD             CGS
 FY1521
 FY1521                          STATION DESCRIPTION
 FY1521
 FY1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY1521'THE STATION IS LOCATED 3-1/2 MILES EAST OF BROSVILLE, 8
 FY1521'MILES WEST OF DANVILLE AND IN THE MEDIAN OF U.S. HIGHWAY
 FY1521'58 AT THE JUNCTION OF COUNTY ROAD 873.
 FY1521'
 FY1521'TO REACH FROM THE SCHOOL IN BROSVILLE, GO EAST ON U.S. HIGHWAY
 FY1521'58 FOR 3.3 MILES TO THE JUNCTION WITH COUNTY ROAD 873 AND
 FY1521'THE STATION ON THE LEFT JUST TO THE WEST OF THE CROSSOVER.
 FY1521'
 FY1521'THE STATION MARK IS A TRAVERSE DISK, STAMPED BACHELOR 1964,
 FY1521'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH
 FY1521'THE GROUND.  IT IS 59 FEET WEST OF THE APPROXIMATE CENTER
 FY1521'OF A CROSSOVER, 32 FEET SOUTH OF THE CENTER LINE OF THE
 FY1521'WEST BOUND LANE OF U.S. HIGHWAY 58, 31 FEET NORTH OF THE
 FY1521'CENTER LINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 58 AND
 FY1521'29.5 FEET WEST OF THE WITNESS POST.
 FY1521'
 FY1521'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BACHELOR NO
 FY1521'1 1964, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 FY1521'FLUSH WITH THE GROUND.  IT IS 32 FEET NORTH OF THE CENTER
 FY1521'LINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 58, 31 FEET
 FY1521'SOUTH OF THE CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY
 FY1521'58 AND 1.5 FEET WEST OF THE WITNESS POST.
 FY1521'
 FY1521'THE STATE MARK IS A 1/4 INCH DRILL HOLE, PAINTED WHITE WITH
 FY1521'ANOTHER WHITE CIRCLE PAINTED AROUND IT IN THE CENTER LINE
 FY1521'OF THE EAST BOUND LANE OF U.S. HIGHWAY 58 AT THE CROSSOVER.
 FY1521
 FY1521                          STATION RECOVERY (1964)
 FY1521
 FY1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY1521'3.4 MI E FROM BROSVILLE.
 FY1521'3.4 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE BROSVILLE SCHOOL TO
 FY1521'THE MARK SET IN THE TOP OF A CONCRETE, FLUSH, 59 FEET WEST
 FY1521'OF APPROXIMATE CENTER OF A CROSSOVER, 32 FEET SOUTH OF THE
 FY1521'CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 58, 31 FEET
 FY1521'NORTH OF THE CENTER LINE OF THE EAST BOUND LANE OF U.S. HIGHWAY
 FY1521'58, 29 FEET WEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL
 FY1521'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9986 ***********************************************************************
 DG9986  DESIGNATION -  BACHELOR
 DG9986  PID         -  DG9986
 DG9986  STATE/COUNTY-  VA/KING GEORGE
 DG9986  USGS QUAD   -  DAHLGREN (1983)
 DG9986
 DG9986                         *CURRENT SURVEY CONTROL
 DG9986  ___________________________________________________________________
 DG9986* NAD 83(1993)-  38 16 13.20825(N)    077 05 39.93542(W)     ADJUSTED  
 DG9986* NAVD 88     -        47.0    (meters)     154.     (feet)  GPS OBS   
 DG9986  ___________________________________________________________________
 DG9986  X           -   1,119,831.469 (meters)                     COMP
 DG9986  Y           -  -4,887,256.265 (meters)                     COMP
 DG9986  Z           -   3,929,054.673 (meters)                     COMP
 DG9986  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 DG9986  ELLIP HEIGHT-          13.79  (meters)          (04/27/05) GPS OBS
 DG9986  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DG9986
 DG9986  HORZ ORDER  -  FIRST
 DG9986  ELLP ORDER  -  FOURTH    CLASS I
 DG9986
 DG9986.The horizontal coordinates were established by GPS observations
 DG9986.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9986
 DG9986.The orthometric height was determined by GPS observations and a
 DG9986.high-resolution geoid model.
 DG9986
 DG9986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9986
 DG9986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9986
 DG9986.The ellipsoidal height was determined by GPS observations
 DG9986.and is referenced to NAD 83.
 DG9986
 DG9986.The geoid height was determined by GEOID03.
 DG9986
 DG9986;                    North         East     Units Scale Factor Converg.
 DG9986;SPC VA N     - 2,067,947.451 3,622,991.497   MT  0.99996663   +0 52 38.1
 DG9986;SPC VA N     - 6,784,590.93 11,886,431.27   sFT  0.99996663   +0 52 38.1
 DG9986;UTM  18      - 4,237,884.640   316,782.435   MT  1.00001343   -1 17 51.3
 DG9986
 DG9986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9986!SPC VA N     -   0.99999784  x   0.99996663  =   0.99996447
 DG9986!UTM  18      -   0.99999784  x   1.00001343  =   1.00001127
 DG9986
 DG9986                          SUPERSEDED SURVEY CONTROL
 DG9986
 DG9986.No superseded survey control is available for this station.
 DG9986
 DG9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1678237885(NAD 83)
 DG9986_MARKER: DD = SURVEY DISK
 DG9986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9986_STAMPING: BACHELOR 2005
 DG9986_MARK LOGO: VA-099
 DG9986_PROJECTION: FLUSH
 DG9986_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9986+STABILITY: SURFACE MOTION
 DG9986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9986+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9986
 DG9986  HISTORY     - Date     Condition        Report By
 DG9986  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9986
 DG9986                          STATION DESCRIPTION
 DG9986
 DG9986'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9986'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9986'10.6 KM (6.6 MILES)  WEST OF COLONIAL BEACH AND 8.0 KM (5.0 MILES)
 DG9986'EAST OF KING GEORGE.
 DG9986' 
 DG9986'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 (JAMES
 DG9986'MADISON PARKWAY)  AND SR 205 (RIDGE ROAD), GO EAST ON SR 205 FOR 4.4
 DG9986'KM (2.75 MILES) TO ITS INTERSECTION WITH SR  617 (POPLAR NECK ROAD).
 DG9986'CONTINUE EAST ON SR 205 FOR 0.4 KM (0.25 MILE) TO THE STATION ON THE
 DG9986'RIGHT, APPROXIMATELY 61 METERS (200 FEET) WEST OF BACHELOR DRIVE.
 DG9986' 
 DG9986'THE STATION IS 24.7 METERS (81.0 FEET) EAST FROM A 4X4 PROPERTY LINE
 DG9986'MARKER POST WITH A  PVC CAP, 20.0 METERS (65.5 FEET) WEST FROM A
 DG9986'TELEPHONE PEDESTAL, 17.6 METERS (57.8 FEET)  NORTHEAST FROM A UTILITY
 DG9986'POLE, 5.6 METERS (18.4 FEET) SOUTH FROM THE EDGE OF PAVEMENT OF  SR
 DG9986'205, AND 0.3 METER (1.0 FOOT) SOUTH FROM A WITNESS POST.  THE STATION
 DG9986'IS A STANDARD KING  GEORGE COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DG9986'POURED IN PLACE CONCRETE MONUMENT  10 INCHES IN DIAMETER, FLUSH WITH
 DG9986'THE GROUND SURFACE AND STAMPED BACHELOR 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4713 ***********************************************************************
 GV4713  DESIGNATION -  BACHELOR POINT LIGHT
 GV4713  PID         -  GV4713
 GV4713  STATE/COUNTY-  VA/CHARLES CITY
 GV4713  USGS QUAD   -  BRANDON (1980)
 GV4713
 GV4713                         *CURRENT SURVEY CONTROL
 GV4713  ___________________________________________________________________
 GV4713* NAD 83(1993)-  37 17 57.45881(N)    076 59 23.61975(W)     ADJUSTED  
 GV4713* NAVD 88     -                                                        
 GV4713  ___________________________________________________________________
 GV4713  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 GV4713  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 GV4713
 GV4713  HORZ ORDER  -  THIRD
 GV4713
 GV4713.The horizontal coordinates were established by classical geodetic methods
 GV4713.and adjusted by the National Geodetic Survey in September 1995..
 GV4713
 GV4713
 GV4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4713
 GV4713.The geoid height was determined by GEOID03.
 GV4713
 GV4713;                    North         East     Units Scale Factor Converg.
 GV4713;SPC VA S     - 1,108,267.842 3,633,875.421   MT  0.99994611   +0 54 59.5
 GV4713;SPC VA S     - 3,636,042.08 11,922,139.61   sFT  0.99994611   +0 54 59.5
 GV4713;UTM  18      - 4,129,931.185   323,633.891   MT  0.99998317   -1 12 22.1
 GV4713
 GV4713                          SUPERSEDED SURVEY CONTROL
 GV4713
 GV4713  NAD 83(1993)-  37 17 57.46031(N)    076 59 23.62081(W) AD(       ) 4
 GV4713  NAD 83(1986)-  37 17 57.46213(N)    076 59 23.63919(W) AD(       ) 4
 GV4713  NAD 27      -  37 17 56.92900(N)    076 59 24.76200(W) AD(       ) 3
 GV4713
 GV4713.Superseded values are not recommended for survey control.
 GV4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4713.See file dsdata.txt to determine how the superseded data were derived.
 GV4713
 GV4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2363429931(NAD 83)
 GV4713_MARKER: 14 = NAVIGATION LIGHT
 GV4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4713+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV4713
 GV4713  HISTORY     - Date     Condition        Report By
 GV4713  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4713  HISTORY     - 1942     GOOD             CGS
 GV4713  HISTORY     - 1948     GOOD             CGS
 GV4713  HISTORY     - 20000927 GOOD             USPSQD
 GV4713  HISTORY     - 20010331 GOOD             NGS
 GV4713
 GV4713                          STATION DESCRIPTION
 GV4713
 GV4713'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4713'LOCATED ON BACHELOR POINT ON THE NORTHEAST SHORE OF THE
 GV4713'JAMES RIVER, OPPOSITE THE EAST END OF KENNON MARSH.  STATION
 GV4713'IS THE LIGHT ON TOP OF A WHITE BOX STRUCTURE, ESTABLISHED
 GV4713'BY THE U.S. LIGHTHOUSE SERVICE IN 1922.
 GV4713
 GV4713                          STATION RECOVERY (1942)
 GV4713
 GV4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4713'1938 DESCRIPTION ADEQUATE.
 GV4713
 GV4713                          STATION RECOVERY (1948)
 GV4713
 GV4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4713'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 GV4713
 GV4713                          STATION RECOVERY (2000)
 GV4713
 GV4713'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4713'RECOVERED IN GOOD CONDITION.
 GV4713
 GV4713                          STATION RECOVERY (2001)
 GV4713
 GV4713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4713'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1522 ***********************************************************************
 FY1522  DESIGNATION -  BACHELOR RM 1
 FY1522  PID         -  FY1522
 FY1522  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1522  USGS QUAD   -  BROSVILLE (1982)
 FY1522
 FY1522                         *CURRENT SURVEY CONTROL
 FY1522  ___________________________________________________________________
 FY1522* NAD 83(1986)-  36 36 24.     (N)    079 32 38.     (W)     SCALED    
 FY1522* NAVD 88     -       235.311  (meters)     772.02   (feet)  ADJUSTED  
 FY1522  ___________________________________________________________________
 FY1522  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 FY1522  DYNAMIC HT  -         235.115 (meters)     771.37  (feet)  COMP
 FY1522  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 FY1522
 FY1522  VERT ORDER  -  SECOND    CLASS 0
 FY1522
 FY1522.The horizontal coordinates were scaled from a topographic map and have
 FY1522.an estimated accuracy of +/- 6 seconds.
 FY1522
 FY1522.The orthometric height was determined by differential leveling
 FY1522.and adjusted by the National Geodetic Survey in June 1991..
 FY1522
 FY1522.The geoid height was determined by GEOID03.
 FY1522
 FY1522.The dynamic height is computed by dividing the NAVD 88
 FY1522.geopotential number by the normal gravity value computed on the
 FY1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1522.degrees latitude (g = 980.6199 gals.).
 FY1522
 FY1522.The modeled gravity was interpolated from observed gravity values.
 FY1522
 FY1522;                    North         East    Units  Estimated Accuracy
 FY1522;SPC VA S     - 1,030,850.    3,406,600.      MT  (+/- 180 meters Scaled)
 FY1522
 FY1522                          SUPERSEDED SURVEY CONTROL
 FY1522
 FY1522  NGVD 29 (??/??/92)  235.541  (m)          772.77   (f) ADJ UNCH    2 0
 FY1522
 FY1522.Superseded values are not recommended for survey control.
 FY1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1522.See file dsdata.txt to determine how the superseded data were derived.
 FY1522
 FY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA302522(NAD 83)
 FY1522_MARKER: DR = REFERENCE MARK DISK
 FY1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1522_STAMPING: BACHELOR NO 1 1964
 FY1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1522+STABILITY: SURFACE MOTION
 FY1522
 FY1522  HISTORY     - Date     Condition        Report By
 FY1522  HISTORY     - 1964     MONUMENTED       CGS
 FY1522
 FY1522                          STATION DESCRIPTION
 FY1522
 FY1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1522'3.4 MI E FROM BROSVILLE.
 FY1522'AT THE BACHELOR STATION SITE-- SET IN THE TOP OF A CONCRETE
 FY1522'POST, FLUSH, 32 FEET NORTH OF THE CENTER LINE OF THE EAST BOUND
 FY1522'LANE OF U.S. HIGHWAY 58, 31 FEET SOUTH OF THE CENTER LINE OF
 FY1522'THE WEST BOUND LANE OF U.S. HIGHWAY 58, 27.87 FEET EAST OF THE
 FY1522'STATION MARK, 1.5 FEET WEST OF A METAL WITNESS SIGN AND IS
 FY1522'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3385 ***********************************************************************
 GX3385  DESIGNATION -  BACK
 GX3385  PID         -  GX3385
 GX3385  STATE/COUNTY-  VA/BLAND
 GX3385  USGS QUAD   -  ROCKY GAP (1977)
 GX3385
 GX3385                         *CURRENT SURVEY CONTROL
 GX3385  ___________________________________________________________________
 GX3385* NAD 83(1993)-  37 11 44.52024(N)    081 05 26.01452(W)     ADJUSTED  
 GX3385* NAVD 88     -       999.90   (+/-2cm)    3280.5    (feet)  VERTCON   
 GX3385  ___________________________________________________________________
 GX3385  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GX3385  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX3385
 GX3385  HORZ ORDER  -  THIRD
 GX3385  VERT ORDER  -  THIRD ? (See Below)
 GX3385
 GX3385.The horizontal coordinates were established by classical geodetic methods
 GX3385.and adjusted by the National Geodetic Survey in September 1995..
 GX3385
 GX3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3385.The vertical order pertains to the NGVD 29 superseded value.
 GX3385
 GX3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3385
 GX3385.The geoid height was determined by GEOID03.
 GX3385
 GX3385;                    North         East     Units Scale Factor Converg.
 GX3385;SPC VA S     - 1,098,855.931 3,270,042.664   MT  0.99994987   -1 34 20.2
 GX3385;SPC VA S     - 3,605,163.17 10,728,464.97   sFT  0.99994987   -1 34 20.2
 GX3385;UTM  17      - 4,116,586.214   491,963.060   MT  0.99960080   -0 03 17.1
 GX3385
 GX3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3385!SPC VA S     -   0.99984796  x   0.99994987  =   0.99979783
 GX3385!UTM  17      -   0.99984796  x   0.99960080  =   0.99944882
 GX3385
 GX3385|---------------------------------------------------------------------|
 GX3385| PID    Reference Object                     Distance      Geod. Az  |
 GX3385|                                                           dddmmss.s |
 GX3385| DC3730 BACK RM 1                            18.562 METERS 08910     |
 GX3385| DC3731 BACK RM 2                            19.628 METERS 19153     |
 GX3385| GX1472 BACK AZ MK                                         3160923.2 |
 GX3385|---------------------------------------------------------------------|
 GX3385
 GX3385                          SUPERSEDED SURVEY CONTROL
 GX3385
 GX3385  NAD 83(1993)-  37 11 44.52592(N)    081 05 26.01049(W) AD(       ) 3
 GX3385  NAD 83(1986)-  37 11 44.52733(N)    081 05 26.00975(W) AD(       ) 3
 GX3385  NAD 27      -  37 11 44.10225(N)    081 05 26.67938(W) AD(       ) 3
 GX3385  NGVD 29 (07/19/86)  999.95   (m)         3280.7    (f) LEVELING    3  
 GX3385
 GX3385.Superseded values are not recommended for survey control.
 GX3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3385.See file dsdata.txt to determine how the superseded data were derived.
 GX3385
 GX3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB9196316586(NAD 83)
 GX3385_MARKER: DS = TRIANGULATION STATION DISK
 GX3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3385
 GX3385  HISTORY     - Date     Condition        Report By
 GX3385  HISTORY     - 1963     MONUMENTED       CGS
 GX3385
 GX3385                          STATION DESCRIPTION
 GX3385
 GX3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3385'THE STATION IS LOCATED ON THE PROPERTY OF MR. JIM DAVIDSON,
 GX3385'ABOUT 4-1/2 MILES NORTHEAST OF BASTIAN, 3 MILES SOUTH OF
 GX3385'ROCKY GAP, 3 MILES NORTHEAST OF THE PINE GROVE METHODIST
 GX3385'CHURCH AND ON A HIGH WOODED HILL.
 GX3385'
 GX3385'TO REACH THE STATION FROM THE COURTHOUSE IN BLAND, GO NORTHERLY
 GX3385'ON STATE HIGHWAY 98 FOR 0.15 MILE TO THE JUNCTION WITH U.S.
 GX3385'HIGHWAY 21 AND 52, CONTINUE NORTHERLY ON U.S. HIGHWAY 21
 GX3385'AND 52 FOR 2.7 MILES TO THE BRUSHY MOUNTAIN CAFE ON THE LEFT,
 GX3385'CONTINUE ON U.S. HIGHWAY 21 AND 52 FOR 0.3 MILE TO *COUNTY
 GX3385'ROAD 612 ON THE RIGHT, TURN RIGHT AND GO ABOUT 50 YARDS TO
 GX3385'A FORK, KEEP LEFT AND GO UP HILL FOR 1.5 MILES TO STATION
 GX3385'HOG ON THE LEFT.  CONTINUE ON MOUNTAIN ROAD FOR 4.0 MILE
 GX3385'TO THE STATION ON THE LEFT ABOUT 50 YARDS.
 GX3385'
 GX3385'THE STATION MARK IS 33 FEET SOUTH OF THE NORTH EDGE OF HILL,
 GX3385'7 FEET SOUTHWEST OF A 24-INCH OAK STUMP, ABOUT 3 FEET HIGH
 GX3385'AND 2.6 FEET SOUTHEAST OF A METAL WITNESS SIGN.  IT IS A
 GX3385'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GX3385'3 INCHES AND IS STAMPED BACK 1963.
 GX3385'
 GX3385'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE NORTH CURVED
 GX3385'BLUFF, 15 FEET NORTH OF THE APPROXIMATE CENTER OF A DIM
 GX3385'TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 GX3385'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 GX3385'PROJECTING 3 INCHES AND IS STAMPED BACK NO 1 1963.
 GX3385'
 GX3385'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE APPROXIMATE
 GX3385'CENTER OF THE DIM TRACK ROAD AND ABOUT 5 FEET LOWER THAN THE
 GX3385'STATION MARK.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3385'MONUMENT PROJECTING 4 INCHES AND IS STAMPED BACK NO 2 1963.
 GX3385'
 GX3385'THE AZIMUTH MARK IS 67 FEET NORTH OF THE APPROXIMATE CENTER
 GX3385'OF U.S. HIGHWAY 21 AND 52, 35.0 FEET SOUTHWEST OF A POWER
 GX3385'POLE, NO. 32211 AND 6.3 FEET SOUTHWEST OF A METAL WITNESS
 GX3385'SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 GX3385'IN A BOULDER PROJECTING 10 INCHES AND IS STAMPED BACK 1963.
 GX3385'
 GX3385'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GX3385'21 AND 52 AND *COUNTY ROAD 612, CONTINUE ON U.S. HIGHWAY
 GX3385'21 AND 52 FOR 2.2 MILES TO THE VILLAGE OF BASTIAN, CONTINUE
 GX3385'NORTH AND EAST ON U.S. HIGHWAY 21 AND 52 FOR 5.0 MILES TO
 GX3385'THE AZIMUTH MARK ON THE LEFT.
 GX3385'
 GX3385'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1472 ***********************************************************************
 GX1472  DESIGNATION -  BACK AZ MK
 GX1472  PID         -  GX1472
 GX1472  STATE/COUNTY-  VA/BLAND
 GX1472  USGS QUAD   -  ROCKY GAP (1977)
 GX1472
 GX1472                         *CURRENT SURVEY CONTROL
 GX1472  ___________________________________________________________________
 GX1472* NAD 83(1986)-  37 12 35.     (N)    081 06 26.     (W)     SCALED    
 GX1472* NAVD 88     -       643.192  (meters)    2110.21   (feet)  ADJUSTED  
 GX1472  ___________________________________________________________________
 GX1472  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1472  DYNAMIC HT  -         642.623 (meters)    2108.34  (feet)  COMP
 GX1472  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GX1472
 GX1472  VERT ORDER  -  FIRST     CLASS II
 GX1472
 GX1472.The horizontal coordinates were scaled from a topographic map and have
 GX1472.an estimated accuracy of +/- 6 seconds.
 GX1472
 GX1472.The orthometric height was determined by differential leveling
 GX1472.and adjusted by the National Geodetic Survey in June 1991..
 GX1472
 GX1472.The geoid height was determined by GEOID03.
 GX1472
 GX1472.The dynamic height is computed by dividing the NAVD 88
 GX1472.geopotential number by the normal gravity value computed on the
 GX1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1472.degrees latitude (g = 980.6199 gals.).
 GX1472
 GX1472.The modeled gravity was interpolated from observed gravity values.
 GX1472
 GX1472;                    North         East    Units  Estimated Accuracy
 GX1472;SPC VA S     - 1,100,450.    3,268,610.      MT  (+/- 180 meters Scaled)
 GX1472
 GX1472                          SUPERSEDED SURVEY CONTROL
 GX1472
 GX1472  NGVD 29 (??/??/92)  643.253  (m)         2110.41   (f) ADJ UNCH    1 2
 GX1472
 GX1472.Superseded values are not recommended for survey control.
 GX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1472.See file dsdata.txt to determine how the superseded data were derived.
 GX1472
 GX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB904181(NAD 83)
 GX1472_MARKER: DZ = AZIMUTH MARK DISK
 GX1472_SETTING: 80 = SET IN A BOULDER
 GX1472_STAMPING: BACK 1963
 GX1472_MARK LOGO: CGS   
 GX1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1472+STABILITY: SURFACE MOTION
 GX1472
 GX1472  HISTORY     - Date     Condition        Report By
 GX1472  HISTORY     - 1963     MONUMENTED       CGS
 GX1472  HISTORY     - 1984     GOOD             NGS
 GX1472
 GX1472                          STATION DESCRIPTION
 GX1472
 GX1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1472'5.2 MI NW FROM BASTIAN.
 GX1472'ABOUT 0.1 MILE EAST ALONG STATE ROAD 636 FROM THE POST OFFICE
 GX1472'IN BASTIAN, THEN TURN NORTH ALONG STATE ROAD 615 FOR 0.1 MILE
 GX1472'TO THE JUNCTION OF U.S. HIGHWAYS 21 AND 52, THEN TURN NORTHWEST
 GX1472'ALONG U.S. HIGHWAYS 21 AND 52 FOR 5.25 MILES.  THE MARK IS SET
 GX1472'IN THE TOP OF A LARGE BOULDER PROJECTING 10 INCHES ABOVE THE
 GX1472'GROUND, 67 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 21
 GX1472'AND 52, 35 FEET SOUTHWEST OF POWER LINE POLE NO. 32211, 6.3
 GX1472'FEET SOUTHWEST OF A STANDARD METAL WITNESS SIGN AND ABOUT 4 FEET
 GX1472'ABOVE THE LEVEL OF THE HIGHWAY.
 GX1472
 GX1472                          STATION RECOVERY (1984)
 GX1472
 GX1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3929 ***********************************************************************
 GV3929  DESIGNATION -  BACK RIVER CHANNEL DAYBCN 16
 GV3929  PID         -  GV3929
 GV3929  STATE/COUNTY-  VA/C OF POQUOSON
 GV3929  USGS QUAD   -  HAMPTON (1986)
 GV3929
 GV3929                         *CURRENT SURVEY CONTROL
 GV3929  ___________________________________________________________________
 GV3929* NAD 83(1993)-  37 06 17.27725(N)    076 18 45.33234(W)     ADJUSTED  
 GV3929* NAVD 88     -                                                        
 GV3929  ___________________________________________________________________
 GV3929  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV3929  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 GV3929
 GV3929  HORZ ORDER  -  THIRD
 GV3929
 GV3929.The horizontal coordinates were established by classical geodetic methods
 GV3929.and adjusted by the National Geodetic Survey in September 1995..
 GV3929
 GV3929
 GV3929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3929
 GV3929.The geoid height was determined by GEOID03.
 GV3929
 GV3929;                    North         East     Units Scale Factor Converg.
 GV3929;SPC VA S     - 1,087,865.261 3,694,411.290   MT  0.99995585   +1 19 39.3
 GV3929;SPC VA S     - 3,569,104.61 12,120,747.71   sFT  0.99995585   +1 19 39.3
 GV3929;UTM  18      - 4,107,304.225   383,368.375   MT  0.99976757   -0 47 31.0
 GV3929
 GV3929                          SUPERSEDED SURVEY CONTROL
 GV3929
 GV3929  NAD 83(1986)-  37 06 17.28195(N)    076 18 45.36851(W) AD(       ) 4
 GV3929  NAD 27      -  37 06 16.75600(N)    076 18 46.57300(W) AD(       ) 3
 GV3929
 GV3929.Superseded values are not recommended for survey control.
 GV3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3929.See file dsdata.txt to determine how the superseded data were derived.
 GV3929
 GV3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8336807304(NAD 83)
 GV3929_MARKER: 16 = DAYBEACON
 GV3929
 GV3929  HISTORY     - Date     Condition        Report By
 GV3929  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3929  HISTORY     - 1954     GOOD             AMS
 GV3929
 GV3929                          STATION DESCRIPTION
 GV3929
 GV3929'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV3929'STATION IN GOOD CONDITION.  IT IS A RED DAY BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3930 ***********************************************************************
 GV3930  DESIGNATION -  BACK RIVER CHANNEL LIGHT 10
 GV3930  PID         -  GV3930
 GV3930  STATE/COUNTY-  VA/C OF HAMPTON
 GV3930  USGS QUAD   -  HAMPTON (1986)
 GV3930
 GV3930                         *CURRENT SURVEY CONTROL
 GV3930  ___________________________________________________________________
 GV3930* NAD 83(1993)-  37 06 40.93677(N)    076 17 26.66155(W)     ADJUSTED  
 GV3930* NAVD 88     -                                                        
 GV3930  ___________________________________________________________________
 GV3930  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GV3930  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 GV3930
 GV3930  HORZ ORDER  -  THIRD
 GV3930
 GV3930.The horizontal coordinates were established by classical geodetic methods
 GV3930.and adjusted by the National Geodetic Survey in September 1995..
 GV3930
 GV3930
 GV3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3930
 GV3930.The geoid height was determined by GEOID03.
 GV3930
 GV3930;                    North         East     Units Scale Factor Converg.
 GV3930;SPC VA S     - 1,088,639.625 3,696,336.110   MT  0.99995534   +1 20 27.1
 GV3930;SPC VA S     - 3,571,645.17 12,127,062.72   sFT  0.99995534   +1 20 27.1
 GV3930;UTM  18      - 4,108,006.734   385,320.146   MT  0.99976201   -0 46 43.9
 GV3930
 GV3930                          SUPERSEDED SURVEY CONTROL
 GV3930
 GV3930  NAD 83(1986)-  37 06 40.94135(N)    076 17 26.69765(W) AD(       ) 4
 GV3930  NAD 27      -  37 06 40.41700(N)    076 17 27.90500(W) AD(       ) 3
 GV3930
 GV3930.Superseded values are not recommended for survey control.
 GV3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3930.See file dsdata.txt to determine how the superseded data were derived.
 GV3930
 GV3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8532008007(NAD 83)
 GV3930_MARKER: 14 = NAVIGATION LIGHT
 GV3930
 GV3930  HISTORY     - Date     Condition        Report By
 GV3930  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3930  HISTORY     - 1954     GOOD             AMS
 GV3930
 GV3930                          STATION DESCRIPTION
 GV3930
 GV3930'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV3930'STATION IN GOOD CONDITION.  IT IS A RED LIGHT ON TOP OF
 GV3930'LATICED WOOD PYRAMIDAL SIGNAL, FLASHING EVERY 4 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3931 ***********************************************************************
 GV3931  DESIGNATION -  BACK RIVER CHANNEL LIGHT 13
 GV3931  PID         -  GV3931
 GV3931  STATE/COUNTY-  VA/C OF HAMPTON
 GV3931  USGS QUAD   -  HAMPTON (1986)
 GV3931
 GV3931                         *CURRENT SURVEY CONTROL
 GV3931  ___________________________________________________________________
 GV3931* NAD 83(1993)-  37 06 29.80104(N)    076 17 41.14100(W)     ADJUSTED  
 GV3931* NAVD 88     -                                                        
 GV3931  ___________________________________________________________________
 GV3931  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 GV3931  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 GV3931
 GV3931  HORZ ORDER  -  THIRD
 GV3931
 GV3931.The horizontal coordinates were established by classical geodetic methods
 GV3931.and adjusted by the National Geodetic Survey in September 1995..
 GV3931
 GV3931
 GV3931.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3931
 GV3931.The geoid height was determined by GEOID03.
 GV3931
 GV3931;                    North         East     Units Scale Factor Converg.
 GV3931;SPC VA S     - 1,088,288.088 3,695,986.754   MT  0.99995558   +1 20 18.3
 GV3931;SPC VA S     - 3,570,491.84 12,125,916.54   sFT  0.99995558   +1 20 18.3
 GV3931;UTM  18      - 4,107,668.424   384,958.096   MT  0.99976303   -0 46 52.5
 GV3931
 GV3931                          SUPERSEDED SURVEY CONTROL
 GV3931
 GV3931  NAD 83(1986)-  37 06 29.80562(N)    076 17 41.17715(W) AD(       ) 4
 GV3931  NAD 27      -  37 06 29.28200(N)    076 17 42.38400(W) AD(       ) 3
 GV3931
 GV3931.Superseded values are not recommended for survey control.
 GV3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3931.See file dsdata.txt to determine how the superseded data were derived.
 GV3931
 GV3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8495807668(NAD 83)
 GV3931_MARKER: 14 = NAVIGATION LIGHT
 GV3931
 GV3931  HISTORY     - Date     Condition        Report By
 GV3931  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3931  HISTORY     - 1954     GOOD             AMS
 GV3931
 GV3931                          STATION DESCRIPTION
 GV3931
 GV3931'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV3931'STATION IN GOOD CONDITION.  IT IS A GREEN LIGHT FLASHING
 GV3931'EVERY 4 SECONDS, ON TOP OF WOODEN LATICED SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3933 ***********************************************************************
 GV3933  DESIGNATION -  BACK RIVER CHANNEL LIGHT 15
 GV3933  PID         -  GV3933
 GV3933  STATE/COUNTY-  VA/C OF POQUOSON
 GV3933  USGS QUAD   -  HAMPTON (1986)
 GV3933
 GV3933                         *CURRENT SURVEY CONTROL
 GV3933  ___________________________________________________________________
 GV3933* NAD 83(1993)-  37 06 18.18835(N)    076 18 24.05434(W)     ADJUSTED  
 GV3933* NAVD 88     -                                                        
 GV3933  ___________________________________________________________________
 GV3933  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV3933  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 GV3933
 GV3933  HORZ ORDER  -  THIRD
 GV3933
 GV3933.The horizontal coordinates were established by classical geodetic methods
 GV3933.and adjusted by the National Geodetic Survey in September 1995..
 GV3933
 GV3933
 GV3933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3933
 GV3933.The geoid height was determined by GEOID03.
 GV3933
 GV3933;                    North         East     Units Scale Factor Converg.
 GV3933;SPC VA S     - 1,087,905.527 3,694,935.859   MT  0.99995583   +1 19 52.2
 GV3933;SPC VA S     - 3,569,236.72 12,122,468.73   sFT  0.99995583   +1 19 52.2
 GV3933;UTM  18      - 4,107,325.059   383,893.974   MT  0.99976606   -0 47 18.2
 GV3933
 GV3933                          SUPERSEDED SURVEY CONTROL
 GV3933
 GV3933  NAD 83(1986)-  37 06 18.19302(N)    076 18 24.09052(W) AD(       ) 4
 GV3933  NAD 27      -  37 06 17.66700(N)    076 18 25.29400(W) AD(       ) 3
 GV3933
 GV3933.Superseded values are not recommended for survey control.
 GV3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3933.See file dsdata.txt to determine how the superseded data were derived.
 GV3933
 GV3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8389407325(NAD 83)
 GV3933_MARKER: 14 = NAVIGATION LIGHT
 GV3933
 GV3933  HISTORY     - Date     Condition        Report By
 GV3933  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3933  HISTORY     - 1954     GOOD             AMS
 GV3933
 GV3933                          STATION DESCRIPTION
 GV3933
 GV3933'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV3933'STATION IN GOOD CONDITION.  IT IS A WHITE LIGHT, FLASHING
 GV3933'EVERY 4 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3934 ***********************************************************************
 GV3934  DESIGNATION -  BACK RIVER CHANNEL LIGHT 17
 GV3934  PID         -  GV3934
 GV3934  STATE/COUNTY-  VA/C OF POQUOSON
 GV3934  USGS QUAD   -  HAMPTON (1986)
 GV3934
 GV3934                         *CURRENT SURVEY CONTROL
 GV3934  ___________________________________________________________________
 GV3934* NAD 83(1993)-  37 06 12.65935(N)    076 19 04.77318(W)     ADJUSTED  
 GV3934* NAVD 88     -                                                        
 GV3934  ___________________________________________________________________
 GV3934  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GV3934  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 GV3934
 GV3934  HORZ ORDER  -  THIRD
 GV3934
 GV3934.The horizontal coordinates were established by classical geodetic methods
 GV3934.and adjusted by the National Geodetic Survey in September 1995..
 GV3934
 GV3934
 GV3934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3934
 GV3934.The geoid height was determined by GEOID03.
 GV3934
 GV3934;                    North         East     Units Scale Factor Converg.
 GV3934;SPC VA S     - 1,087,711.838 3,693,934.707   MT  0.99995596   +1 19 27.5
 GV3934;SPC VA S     - 3,568,601.26 12,119,184.12   sFT  0.99995596   +1 19 27.5
 GV3934;UTM  18      - 4,107,168.560   382,886.533   MT  0.99976896   -0 47 42.6
 GV3934
 GV3934                          SUPERSEDED SURVEY CONTROL
 GV3934
 GV3934  NAD 83(1986)-  37 06 12.66407(N)    076 19 04.80935(W) AD(       ) 4
 GV3934  NAD 27      -  37 06 12.13700(N)    076 19 06.01400(W) AD(       ) 3
 GV3934
 GV3934.Superseded values are not recommended for survey control.
 GV3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3934.See file dsdata.txt to determine how the superseded data were derived.
 GV3934
 GV3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8288707169(NAD 83)
 GV3934_MARKER: 14 = NAVIGATION LIGHT
 GV3934
 GV3934  HISTORY     - Date     Condition        Report By
 GV3934  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3934  HISTORY     - 1954     GOOD             AMS
 GV3934
 GV3934                          STATION DESCRIPTION
 GV3934
 GV3934'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV3934'STATION IN GOOD CONDITION.  IT IS A GREEN LIGHT, FLASHING
 GV3934'EVERY 4 SECONDS, ON TOP OF A WOODEN LATICED SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3936 ***********************************************************************
 GV3936  DESIGNATION -  BACK RIVER CHANNEL LIGHT 7
 GV3936  PID         -  GV3936
 GV3936  STATE/COUNTY-  VA/C OF HAMPTON
 GV3936  USGS QUAD   -  HAMPTON (1986)
 GV3936
 GV3936                         *CURRENT SURVEY CONTROL
 GV3936  ___________________________________________________________________
 GV3936* NAD 83(1993)-  37 06 21.90832(N)    076 16 16.27236(W)     ADJUSTED  
 GV3936* NAVD 88     -                                                        
 GV3936  ___________________________________________________________________
 GV3936  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 GV3936  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 GV3936
 GV3936  HORZ ORDER  -  THIRD
 GV3936
 GV3936.The horizontal coordinates were established by classical geodetic methods
 GV3936.and adjusted by the National Geodetic Survey in September 1995..
 GV3936
 GV3936
 GV3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3936
 GV3936.The geoid height was determined by GEOID03.
 GV3936
 GV3936;                    North         East     Units Scale Factor Converg.
 GV3936;SPC VA S     - 1,088,094.056 3,698,087.264   MT  0.99995575   +1 21 09.8
 GV3936;SPC VA S     - 3,569,855.25 12,132,807.97   sFT  0.99995575   +1 21 09.8
 GV3936;UTM  18      - 4,107,396.887   387,049.583   MT  0.99975716   -0 46 01.1
 GV3936
 GV3936                          SUPERSEDED SURVEY CONTROL
 GV3936
 GV3936  NAD 83(1986)-  37 06 21.91275(N)    076 16 16.30844(W) AD(       ) 4
 GV3936  NAD 27      -  37 06 21.38900(N)    076 16 17.51500(W) AD(       ) 3
 GV3936
 GV3936.Superseded values are not recommended for survey control.
 GV3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3936.See file dsdata.txt to determine how the superseded data were derived.
 GV3936
 GV3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8705007397(NAD 83)
 GV3936_MARKER: 14 = NAVIGATION LIGHT
 GV3936
 GV3936  HISTORY     - Date     Condition        Report By
 GV3936  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3936
 GV3936                          STATION DESCRIPTION
 GV3936
 GV3936'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3937 ***********************************************************************
 GV3937  DESIGNATION -  BACK RIVER CHANNEL LIGHT 9
 GV3937  PID         -  GV3937
 GV3937  STATE/COUNTY-  VA/C OF HAMPTON
 GV3937  USGS QUAD   -  HAMPTON (1986)
 GV3937
 GV3937                         *CURRENT SURVEY CONTROL
 GV3937  ___________________________________________________________________
 GV3937* NAD 83(1993)-  37 06 30.31521(N)    076 16 36.86424(W)     ADJUSTED  
 GV3937* NAVD 88     -                                                        
 GV3937  ___________________________________________________________________
 GV3937  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3937  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 GV3937
 GV3937  HORZ ORDER  -  THIRD
 GV3937
 GV3937.The horizontal coordinates were established by classical geodetic methods
 GV3937.and adjusted by the National Geodetic Survey in September 1995..
 GV3937
 GV3937
 GV3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3937
 GV3937.The geoid height was determined by GEOID03.
 GV3937
 GV3937;                    North         East     Units Scale Factor Converg.
 GV3937;SPC VA S     - 1,088,341.150 3,697,572.890   MT  0.99995557   +1 20 57.3
 GV3937;SPC VA S     - 3,570,665.92 12,131,120.39   sFT  0.99995557   +1 20 57.3
 GV3937;UTM  18      - 4,107,662.785   386,544.800   MT  0.99975857   -0 46 13.7
 GV3937
 GV3937                          SUPERSEDED SURVEY CONTROL
 GV3937
 GV3937  NAD 83(1986)-  37 06 30.31970(N)    076 16 36.90030(W) AD(       ) 4
 GV3937  NAD 27      -  37 06 29.79500(N)    076 16 38.10700(W) AD(       ) 3
 GV3937
 GV3937.Superseded values are not recommended for survey control.
 GV3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3937.See file dsdata.txt to determine how the superseded data were derived.
 GV3937
 GV3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8654507663(NAD 83)
 GV3937_MARKER: 14 = NAVIGATION LIGHT
 GV3937
 GV3937  HISTORY     - Date     Condition        Report By
 GV3937  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3937
 GV3937                          STATION DESCRIPTION
 GV3937
 GV3937'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3939 ***********************************************************************
 GV3939  DESIGNATION -  BACK RIVER SW BRANCH LT 21
 GV3939  PID         -  GV3939
 GV3939  STATE/COUNTY-  VA/C OF HAMPTON
 GV3939  USGS QUAD   -  HAMPTON (1986)
 GV3939
 GV3939                         *CURRENT SURVEY CONTROL
 GV3939  ___________________________________________________________________
 GV3939* NAD 83(1993)-  37 05 47.97769(N)    076 19 51.36627(W)     ADJUSTED  
 GV3939* NAVD 88     -                                                        
 GV3939  ___________________________________________________________________
 GV3939  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV3939  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 GV3939
 GV3939  HORZ ORDER  -  THIRD
 GV3939
 GV3939.The horizontal coordinates were established by classical geodetic methods
 GV3939.and adjusted by the National Geodetic Survey in September 1995..
 GV3939
 GV3939
 GV3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3939
 GV3939.The geoid height was determined by GEOID03.
 GV3939
 GV3939;                    North         East     Units Scale Factor Converg.
 GV3939;SPC VA S     - 1,086,924.686 3,692,802.071   MT  0.99995651   +1 18 59.3
 GV3939;SPC VA S     - 3,566,018.74 12,115,468.13   sFT  0.99995651   +1 18 59.3
 GV3939;UTM  18      - 4,106,423.971   381,725.777   MT  0.99977232   -0 48 10.3
 GV3939
 GV3939                          SUPERSEDED SURVEY CONTROL
 GV3939
 GV3939  NAD 83(1986)-  37 05 47.98252(N)    076 19 51.40246(W) AD(       ) 4
 GV3939  NAD 27      -  37 05 47.46000(N)    076 19 52.61000(W) AD(       ) 3
 GV3939
 GV3939.Superseded values are not recommended for survey control.
 GV3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3939.See file dsdata.txt to determine how the superseded data were derived.
 GV3939
 GV3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8172606424(NAD 83)
 GV3939_MARKER: 14 = NAVIGATION LIGHT
 GV3939
 GV3939  HISTORY     - Date     Condition        Report By
 GV3939  HISTORY     - 1952     FIRST OBSERVED   CGS
 GV3939
 GV3939                          STATION DESCRIPTION
 GV3939
 GV3939'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1115 ***********************************************************************
 FW1115  DESIGNATION -  BACK VFC 1936
 FW1115  PID         -  FW1115
 FW1115  STATE/COUNTY-  VA/ACCOMACK
 FW1115  USGS QUAD   -  SAXIS (1968)
 FW1115
 FW1115                         *CURRENT SURVEY CONTROL
 FW1115  ___________________________________________________________________
 FW1115* NAD 83(1993)-  37 54 06.67953(N)    075 43 07.14840(W)     ADJUSTED  
 FW1115* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1115  ___________________________________________________________________
 FW1115  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FW1115  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 FW1115
 FW1115  HORZ ORDER  -  THIRD
 FW1115
 FW1115.The horizontal coordinates were established by classical geodetic methods
 FW1115.and adjusted by the National Geodetic Survey in November 1994..
 FW1115
 FW1115.The orthometric height was scaled from a topographic map.
 FW1115
 FW1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1115
 FW1115.The geoid height was determined by GEOID03.
 FW1115
 FW1115;                    North         East     Units Scale Factor Converg.
 FW1115;SPC VA S     - 1,177,675.118 3,744,579.701   MT  0.99998881   +1 41 17.0
 FW1115;SPC VA S     - 3,863,755.78 12,285,341.90   sFT  0.99998881   +1 41 17.0
 FW1115;SPC MD       -    26,898.526   512,700.532   MT  1.00009308   +0 48 15.2
 FW1115;SPC MD       -    88,249.58  1,682,085.00   sFT  1.00009308   +0 48 15.2
 FW1115;UTM  18      - 4,195,169.182   436,819.839   MT  0.99964916   -0 26 29.4
 FW1115
 FW1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1115!SPC VA S     -   1.00000558  x   0.99998881  =   0.99999439
 FW1115!SPC MD       -   1.00000558  x   1.00009308  =   1.00009866
 FW1115!UTM  18      -   1.00000558  x   0.99964916  =   0.99965474
 FW1115
 FW1115:                Primary Azimuth Mark                     Grid Az
 FW1115:SPC VA S     -  NORTH POINT VFC 1936                     093 06 18.5
 FW1115:SPC MD       -  NORTH POINT VFC 1936                     093 59 20.3
 FW1115:UTM  18      -  NORTH POINT VFC 1936                     095 14 04.9
 FW1115
 FW1115|---------------------------------------------------------------------|
 FW1115| PID    Reference Object                     Distance      Geod. Az  |
 FW1115|                                                           dddmmss.s |
 FW1115| FW1125 NORTH POINT VFC 1936                APPROX. 1.7 KM 0944735.5 |
 FW1115|---------------------------------------------------------------------|
 FW1115
 FW1115                          SUPERSEDED SURVEY CONTROL
 FW1115
 FW1115  NAD 83(1993)-  37 54 06.67891(N)    075 43 07.15225(W) AD(       ) 3
 FW1115  NAD 83(1986)-  37 54 06.67938(N)    075 43 07.18089(W) AD(       ) 3
 FW1115  NAD 27      -  37 54 06.22900(N)    075 43 08.43500(W) AD(       ) 3
 FW1115
 FW1115.Superseded values are not recommended for survey control.
 FW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1115.See file dsdata.txt to determine how the superseded data were derived.
 FW1115
 FW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3682095169(NAD 83)
 FW1115_MARKER: I = METAL ROD
 FW1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1115
 FW1115  HISTORY     - Date     Condition        Report By
 FW1115  HISTORY     - 1936     MONUMENTED       VACF
 FW1115  HISTORY     - 1942     GOOD             CGS
 FW1115  HISTORY     - 1951     GOOD             CGS
 FW1115  HISTORY     - 1953     GOOD             CGS
 FW1115  HISTORY     - 1960     GOOD             CGS
 FW1115
 FW1115                          STATION DESCRIPTION
 FW1115
 FW1115'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 FW1115'ON WESTERN POINT AT THE ENTRANCE OF BACK CREEK 128 YARDS
 FW1115'FROM THE END OF THE PRESENT POINT OF MARSH, 15 YARDS FROM
 FW1115'THE EDGE OF THE MARSH SE, AND 70 YARDS FROM THE EDGE OF
 FW1115'MARSH W.  A FOOT BRIDGE RUNS TO WEAVERS OYSTER HOUSE FROM
 FW1115'A POINT NE OF THE STATION.  MARKED BY A CONCRETE MARKER
 FW1115'WITH IRON PIPE FOR CENTER.
 FW1115
 FW1115                          STATION RECOVERY (1942)
 FW1115
 FW1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1115'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE
 FW1115'U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 FW1115'OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO
 FW1115'CAPE CHARLES, VA.--
 FW1115'
 FW1115'DELETE A FOOT BRIDGE RUNS TO WEAVERS OYSTER HOUSE FROM A
 FW1115'POINT NE OF THE STATION.  THE FOOT BRIDGE HAS BEEN TORN
 FW1115'AWAY.
 FW1115'
 FW1115'THE STATION IS LOCATED NEAR THE MOUTH OF BACK CREEK ON POCOMOKE
 FW1115'SOUND, 386.9 FEET N OF A LONG POINT OF MARSH, 200.4 FEET
 FW1115'SE OF THE END OF A CLUMP OF SMALL BUSHES, 214.4 FEET SW
 FW1115'OF A SMALL LAND POINT, WHICH IS APPROXIMATELY 700 FEET SW
 FW1115'OF AN OYSTER HOUSE SET ON PILING IN THE CENTER OF BACK CREEK,
 FW1115'AND 41.5 FEET W OF THE HIGH-WATER LINE OF BACK CREEK.
 FW1115'
 FW1115'THE MARK IS A 3/4-INCH IRON PIPE WHICH EXTENDS 2 INCHES
 FW1115'ABOVE THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT, WHICH
 FW1115'IS 3 INCHES BELOW THE GROUND.  THE STATION IS IN GOOD CONDITION.
 FW1115'
 FW1115'THERE ARE NO PERMANENT REFERENCE MARKS.
 FW1115
 FW1115                          STATION RECOVERY (1951)
 FW1115
 FW1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JB)
 FW1115'STATION FOUND IN GOOD CONDITION AS DESCRIBED BY W.D.P. IN
 FW1115'1942.  THE SKETCH ACCOMPANYING THE ORIGINAL DESCRIPTION
 FW1115'MADE THE RECOVERY OF THE STATION EASIER.
 FW1115
 FW1115                          STATION RECOVERY (1953)
 FW1115
 FW1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1115'STATION RECOVERED IN GOOD CONDITION.
 FW1115'
 FW1115'PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 FW1115'
 FW1115'DELETE THE FOLLOWING--386.9 FT. N OF A LONG POINT OF MARSH,
 FW1115'200.4 FT. SE OF THE END OF A CLUMP OF SMALL BUSHES, AND
 FW1115'214.4 FT. SW OF A SMALL LAND POINT WHICH IS APPROXIMATELY
 FW1115'700 FT. SW OF AN OYSTER HOUSE.
 FW1115'
 FW1115'ADD THE FOLLOWING--500.0 FT. S OF A POINT OF MARSH, ABOUT
 FW1115'1000 FT. SW OF A FISHHOUSE IN WATER, AND 340.0 FT. N OF
 FW1115'A POINT OF MARSH.
 FW1115
 FW1115                          STATION RECOVERY (1960)
 FW1115
 FW1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 FW1115'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 FW1115'IS ADEQUATE WITH THE EXCEPTION THAT WEAVERS OYSTER HOUSE
 FW1115'IS NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0410 ***********************************************************************
 GV0410  CBN         -  This is a Cooperative Base Network Control Station.
 GV0410  DESIGNATION -  BACON
 GV0410  PID         -  GV0410
 GV0410  STATE/COUNTY-  VA/SURRY
 GV0410  USGS QUAD   -  BACONS CASTLE (1992)
 GV0410
 GV0410                         *CURRENT SURVEY CONTROL
 GV0410  ___________________________________________________________________
 GV0410* NAD 83(1993)-  37 06 21.53245(N)    076 43 42.75920(W)     ADJUSTED  
 GV0410* NAVD 88     -        24.274  (meters)      79.64   (feet)  ADJUSTED  
 GV0410  ___________________________________________________________________
 GV0410  X           -   1,169,150.332 (meters)                     COMP
 GV0410  Y           -  -4,956,883.018 (meters)                     COMP
 GV0410  Z           -   3,826,773.143 (meters)                     COMP
 GV0410  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GV0410  ELLIP HEIGHT-         -11.17  (meters)          (07/14/04) GPS OBS
 GV0410  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV0410  DYNAMIC HT  -          24.257 (meters)      79.58  (feet)  COMP
 GV0410  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GV0410
 GV0410  HORZ ORDER  -  A
 GV0410  VERT ORDER  -  FIRST     CLASS I
 GV0410  ELLP ORDER  -  THIRD     CLASS II
 GV0410
 GV0410.The horizontal coordinates were established by GPS observations
 GV0410.and adjusted by the National Geodetic Survey in July 2004..
 GV0410
 GV0410.The orthometric height was determined by differential leveling
 GV0410.and adjusted by the National Geodetic Survey in June 1991..
 GV0410
 GV0410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV0410
 GV0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0410
 GV0410.The ellipsoidal height was determined by GPS observations
 GV0410.and is referenced to NAD 83.
 GV0410
 GV0410.The geoid height was determined by GEOID03.
 GV0410
 GV0410.The dynamic height is computed by dividing the NAVD 88
 GV0410.geopotential number by the normal gravity value computed on the
 GV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0410.degrees latitude (g = 980.6199 gals.).
 GV0410
 GV0410.The modeled gravity was interpolated from observed gravity values.
 GV0410
 GV0410;                    North         East     Units Scale Factor Converg.
 GV0410;SPC VA S     - 1,087,221.244 3,657,444.919   MT  0.99995576   +1 04 30.5
 GV0410;SPC VA S     - 3,566,991.70 11,999,467.21   sFT  0.99995576   +1 04 30.5
 GV0410;UTM  18      - 4,108,027.290   346,408.255   MT  0.99989061   -1 02 34.9
 GV0410
 GV0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0410!SPC VA S     -   1.00000175  x   0.99995576  =   0.99995751
 GV0410!UTM  18      -   1.00000175  x   0.99989061  =   0.99989236
 GV0410
 GV0410:                Primary Azimuth Mark                     Grid Az
 GV0410:SPC VA S     -  WILLIAMSBURG W AND M COLL STK            004 27 47.7
 GV0410:UTM  18      -  WILLIAMSBURG W AND M COLL STK            006 34 53.1
 GV0410
 GV0410|---------------------------------------------------------------------|
 GV0410| PID    Reference Object                     Distance      Geod. Az  |
 GV0410|                                                           dddmmss.s |
 GV0410| GV4483 WILLIAMSBURG W AND M COLL STK       APPROX.18.2 KM 0053218.2 |
 GV0410| GV0411 BACON RM 1                           42.305 METERS 03809     |
 GV0410| GV4557 LEE HALL BLACK FLAT TOP TANK        APPROX.17.0 KM 0655530.9 |
 GV0410| GV4555 FORT EUSTIS ALUMINUM TANK           APPROX.14.6 KM 0692121.6 |
 GV0410| GV3157 BACON RM 2                           64.437 METERS 24757     |
 GV0410| GV3158 BACON RM 3                                         2974119.0 |
 GV0410|---------------------------------------------------------------------|
 GV0410
 GV0410                          SUPERSEDED SURVEY CONTROL
 GV0410
 GV0410  NAD 83(1993)-  37 06 21.53249(N)    076 43 42.75915(W) AD(       ) A
 GV0410  ELLIP H (08/14/01)  -11.18   (m)                       GP(       ) 4 1
 GV0410  NAD 83(1993)-  37 06 21.53469(N)    076 43 42.75852(W) AD(       ) 1
 GV0410  NAD 83(1993)-  37 06 21.53473(N)    076 43 42.76672(W) AD(       ) 1
 GV0410  NAD 83(1986)-  37 06 21.53880(N)    076 43 42.78631(W) AD(       ) 1
 GV0410  NAD 27      -  37 06 21.00300(N)    076 43 43.93400(W) AD(       ) 1
 GV0410  NAVD 88 (08/14/01)   24.27   (m)           79.6    (f) LEVELING    3  
 GV0410  NGVD 29 (??/??/??)   24.511  (m)           80.42   (f) ADJUSTED    1 1
 GV0410
 GV0410.Superseded values are not recommended for survey control.
 GV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0410.See file dsdata.txt to determine how the superseded data were derived.
 GV0410
 GV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4640808027(NAD 83)
 GV0410_MARKER: DS = TRIANGULATION STATION DISK
 GV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0410_STAMPING: BACON 1932
 GV0410_MARK LOGO: CGS   
 GV0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0410+STABILITY: SURFACE MOTION
 GV0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0410+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 GV0410
 GV0410  HISTORY     - Date     Condition        Report By
 GV0410  HISTORY     - 1932     MONUMENTED       CGS
 GV0410  HISTORY     - 1942     GOOD             CGS
 GV0410  HISTORY     - 1944     GOOD             CGS
 GV0410  HISTORY     - 1950     MARK NOT FOUND   AMS
 GV0410  HISTORY     - 1957     GOOD             AMS
 GV0410  HISTORY     - 1958     GOOD             CGS
 GV0410  HISTORY     - 1971     GOOD             NGS
 GV0410  HISTORY     - 1971     GOOD             NGS
 GV0410  HISTORY     - 1990     GOOD             USPSQD
 GV0410  HISTORY     - 19970308 GOOD             USPSQD
 GV0410  HISTORY     - 20000301 GOOD             VADOT
 GV0410  HISTORY     - 20010331 GOOD             NGS
 GV0410  HISTORY     - 20020223 GOOD             USPSQD
 GV0410
 GV0410                          STATION DESCRIPTION
 GV0410
 GV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV0410'STATION IS AT BACONS CASTLE, ABOUT 6 MILES A LITTLE SE OF
 GV0410'SURRY, IN THE YARD OF THE BACONS CASTLE BAPTIST CHURCH.  IT
 GV0410'IS AT THE E SIDE OF THE CHURCHYARD, 43 FEET NE OF THE NE
 GV0410'CORNER OF THE CHURCH, 62.8 FEET NE OF THE NW CORNER OF THE
 GV0410'CHURCH, 15.3 FEET E OF THE FENCELINE, AND 53 FEET SE OF
 GV0410'THE CENTER LINE OF A DIRT ROAD IN FRONT OF THE CHURCH.
 GV0410'
 GV0410'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 GV0410'SET IN CONCRETE.
 GV0410'
 GV0410'REFERENCE MARK 1 IS NE OF THE STATION, 22 FEET N OF THE
 GV0410'CENTER LINE OF THE DIRT ROAD, AND 1 FOOT S OF THE FENCELINE
 GV0410'ON THE N SIDE OF THE ROAD.
 GV0410'
 GV0410'REFERENCE MARK 2 IS 23 FEET S OF THE CENTER LINE OF THE DIRT
 GV0410'ROAD AND 6 FEET E OF A HICKORY TREE.
 GV0410'
 GV0410'REFERENCE MARK 3 IS NW OF THE STATION, 7 METERS SE OF THE
 GV0410'CENTER LINE OF STATE HIGHWAY 10, 3 METERS N OF N FENCE OF A
 GV0410'CEMETERY, AND 5 METERS NE OF THE HEADSTONE OF JAMES A. THACKER
 GV0410'(1854-1931).
 GV0410'
 GV0410'TO REACH STATION FROM SURRY, GO E ON STATE HIGHWAY 10 FROM
 GV0410'THE MAIN CORNER FOR 6.65 MILES AND TAKE GRAVEL ROAD E AT BELL
 GV0410'AND ROWELLS STORE FOR ABOUT 100 YARDS TO THE BACON CASTLE
 GV0410'CHURCH.
 GV0410'
 GV0410'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV0410
 GV0410                          STATION RECOVERY (1942)
 GV0410
 GV0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV0410'THE 1932 DESCRIPTION IS ADEQUATE.  REFERENCE MARK 3 IS DAMAGED.
 GV0410'IT IS IN PLACE ALTHOUGH THE TOP 6 IN. HAD BEEN KNOCKED OFF
 GV0410'THE MONUMENT.
 GV0410
 GV0410                          STATION RECOVERY (1944)
 GV0410
 GV0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 GV0410'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GV0410'THE ORIGINAL DESCRIPTION FOR THE STATION WAS FOUND SATISFACTORY
 GV0410'WITH THE FOLLOWING CHANGES--
 GV0410'
 GV0410'STATION IS 51 FEET S OF THE CENTER LINE OF THE GRAVEL ROAD
 GV0410'(NOW HARD SURFACE) INSTEAD OF 53 FEET.  IT IS 30 FEET NE OF
 GV0410'A TRIANGULAR-BLAZED HICKORY TREE.
 GV0410'
 GV0410'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 137.18 FEET
 GV0410'INSTEAD OF 137.20 FEET.  IT IS 16 FEET W OF A TRIANGULAR-BLAZED
 GV0410'HICKORY TREE.
 GV0410'
 GV0410'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 211.41 FEET
 GV0410'INSTEAD OF 211.47 FEET.  IT IS 14 FEET NW OF A TRIANGULAR-BLAZED
 GV0410'TREE.  THE MARK IS W OF THE STATION.
 GV0410'
 GV0410'REFERENCE MARK 3 WAS FOUND TO BE 4 METERS N OF THE N FENCE
 GV0410'OF THE CEMETERY INSTEAD OF 3 METERS.  6 METERS NE OF THE
 GV0410'HEADSTONE OF JAMES A. THACKER INSTEAD OF 5 METERS, AND 26.5
 GV0410'FEET SE OF A TRIANGULAR-BLAZED HICKORY TREE.
 GV0410
 GV0410                          STATION RECOVERY (1950)
 GV0410
 GV0410'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1950
 GV0410'REFERENCE MARK NO. 3 RECOVERED IN GOOD CONDITION, SET IN
 GV0410'CONCRETE POST.  PROJECTS 3-INCHES ABOVE GROUND.
 GV0410
 GV0410                          STATION RECOVERY (1957)
 GV0410
 GV0410'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 GV0410'STATION FOUND IN GOOD CONDITION AS DESCRIBED WITH ONE EXCEPTION -
 GV0410'DESCRIPTION SHOULD READ 21.5 FEET WEST OF EXISTING FENCE
 GV0410'INSTEAD OF 14.5 FEET WEST OF FENCE ALONG EAST SIDE CHURCH.
 GV0410'
 GV0410'TRIANGULATION STATION SET IN CONCRETE BLOCK - FLUSH WITH GROUND,
 GV0410'AND STAMPED BACON 1932.
 GV0410
 GV0410                          STATION RECOVERY (1958)
 GV0410
 GV0410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV0410'STATION, REFERENCE MARK NO. 1, AND AZIMUTH MARK WERE FOUND
 GV0410'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LEANING
 GV0410'AWAY FROM THE STATION.  THE STATION MARK IS VERY CLOSE TO A
 GV0410'POWER LINE, TOWER COULD NOT BE BUILT OVER THE STATION MARK.
 GV0410'DESCRIPTION IS ADEQUATE.
 GV0410
 GV0410                          STATION RECOVERY (1971)
 GV0410
 GV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0410'THE STATION AND RM 1 WAS RECOVERED IN GOOD CONDITION.  RM 2 WAS NOT
 GV0410'RECOVERED.  RM 3 (AZIMUTH MARK) WAS FOUND AT THE DESCRIBED LOCATION
 GV0410'BUT THE DISK HAD BEEN REMOVED FROM THE POST.
 GV0410'
 GV0410'THE STATION AND RM 1 WAS FOUND AS DESCRIBED IN HORIZONTAL DATA--
 GV0410'WAKEFIELD TO SMITHFIELD AND SURRY TO WHALEYVILLE, VIRGINIA. NO.
 GV0410'861.
 GV0410'
 GV0410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BACONS CASTLE.
 GV0410
 GV0410                          STATION RECOVERY (1971)
 GV0410
 GV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0410'AT BACONS CASTLE.
 GV0410'AT BACONS CASTLE, 0.1 MILE EAST ALONG COUNTY ROAD NO. 617 FROM
 GV0410'THE INTERSECTION OF STATE HIGHWAY 10, NEAR THE BACONS CASTLE
 GV0410'BAPTIST CHURCH, 51.5 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 GV0410'NO. 617, 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 GV0410'30 FEET NORTHEAST OF A 24-INCH BLAZED OAK TREE, 25 1/2 FEET SOUTHWEST
 GV0410'OF POWER LINE POLE NO. 3, 137.2 FEET SOUTHWEST OF AND ACROSS
 GV0410'COUNTY ROAD 617 FROM RM 1, ABOUT LEVEL WITH THE ROAD AND SET IN
 GV0410'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GV0410'THE GROUND.
 GV0410
 GV0410                          STATION RECOVERY (1990)
 GV0410
 GV0410'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 GV0410'RECOVERED IN GOOD CONDITION.
 GV0410
 GV0410                          STATION RECOVERY (1997)
 GV0410
 GV0410'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0410'RECOVERED IN GOOD CONDITION.
 GV0410
 GV0410                          STATION RECOVERY (2000)
 GV0410
 GV0410'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (JK)
 GV0410'RECOVERED AS DESCRIBED.
 GV0410
 GV0410                          STATION RECOVERY (2001)
 GV0410
 GV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0410
 GV0410                          STATION RECOVERY (2002)
 GV0410
 GV0410'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9007 ***********************************************************************
 HV9007  DESIGNATION -  BACON RACE
 HV9007  PID         -  HV9007
 HV9007  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9007  USGS QUAD   -  OCCOQUAN (1994)
 HV9007
 HV9007                         *CURRENT SURVEY CONTROL
 HV9007  ___________________________________________________________________
 HV9007* NAD 83(1993)-  38 42 25.30241(N)    077 21 17.32062(W)     ADJUSTED  
 HV9007* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 HV9007  ___________________________________________________________________
 HV9007  X           -   1,091,013.469 (meters)                     COMP
 HV9007  Y           -  -4,862,894.945 (meters)                     COMP
 HV9007  Z           -   3,967,028.585 (meters)                     COMP
 HV9007  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HV9007  ELLIP HEIGHT-          62.90  (meters)          (05/17/02) GPS OBS
 HV9007  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV9007
 HV9007  HORZ ORDER  -  SECOND
 HV9007  ELLP ORDER  -  FOURTH    CLASS II
 HV9007
 HV9007.The horizontal coordinates were established by GPS observations
 HV9007.and adjusted by the National Geodetic Survey in November 1994..
 HV9007
 HV9007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9007
 HV9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9007
 HV9007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9007
 HV9007.The ellipsoidal height was determined by GPS observations
 HV9007.and is referenced to NAD 83.
 HV9007
 HV9007.The geoid height was determined by GEOID03.
 HV9007
 HV9007;                    North         East     Units Scale Factor Converg.
 HV9007;SPC VA N     - 2,116,100.291 3,599,603.779   MT  0.99994960   +0 42 53.0
 HV9007;SPC VA N     - 6,942,572.37 11,809,700.06   sFT  0.99994960   +0 42 53.0
 HV9007;UTM  18      - 4,286,898.097   295,241.856   MT  1.00011631   -1 28 23.0
 HV9007
 HV9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9007!SPC VA N     -   0.99999013  x   0.99994960  =   0.99993973
 HV9007!UTM  18      -   0.99999013  x   1.00011631  =   1.00010644
 HV9007
 HV9007                          SUPERSEDED SURVEY CONTROL
 HV9007
 HV9007  ELLIP H (11/14/94)   62.83   (m)                       GP(       ) 4 2
 HV9007  NAD 83(1993)-  38 42 25.30155(N)    077 21 17.33117(W) AD(       ) 2
 HV9007  ELLIP H (01/27/92)   62.25   (m)                       GP(       ) 4 1
 HV9007  NAD 83(1986)-  38 42 25.30189(N)    077 21 17.33239(W) AD(       ) 2
 HV9007  NGVD 29 (01/20/89)   95.1    (m)          312.     (f) GPS OBS        
 HV9007
 HV9007.Superseded values are not recommended for survey control.
 HV9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9007.See file dsdata.txt to determine how the superseded data were derived.
 HV9007
 HV9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9524286898(NAD 83)
 HV9007_MARKER: A = ALUMINUM MARKER
 HV9007_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9007_SP_SET: BURIED IN GROUND
 HV9007_STAMPING: 40 BACON RACE 1986
 HV9007_MARK LOGO: LOCENG
 HV9007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9007+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV9007
 HV9007  HISTORY     - Date     Condition        Report By
 HV9007  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9007  HISTORY     - 1986     GOOD             GEOHYD
 HV9007  HISTORY     - 19911010 GOOD             MSI
 HV9007
 HV9007                          STATION DESCRIPTION
 HV9007
 HV9007'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9007'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9007'ABOUT 2.5 MILES NORTH OF DALE CITY, VIRGINIA, AND ABOUT 6 MILES
 HV9007'NORTHWEST OF OCCOQUAN, VIRGINIA.
 HV9007'
 HV9007'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 663, DAVIS
 HV9007'FORD ROAD AND STATE ROUTE 610, BACON RACE ROAD, GO NORTH ON ROUTE 610
 HV9007'FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 HV9007'
 HV9007'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9007'GROUND. THE DISK IS STAMPED---40 BACON RACE 1986---. THE STATION IS
 HV9007'34 FEET SOUTHEAST OF THE CENTER OF BACON RACE ROAD, 64.81 FEET
 HV9007'SOUTHWEST OF POWER POLE NUMBER CO309 LN38, 44 FEET EAST OF EDGE OF
 HV9007'THE DRIVEWAY AT 11403 BACON RACE ROAD, AND 74.96 FEET NORTH OF POWER
 HV9007'POLE LN36.
 HV9007'
 HV9007'AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9007'GROUND, AT THE TOP OF A BANK. THE DISK IS STAMPED---40 BACON RACE
 HV9007'AZIMUTH 1986---.
 HV9007'
 HV9007'TO REACH THE AZIMUTH FROM THE STATION, GO 0.25 MILES SOUTHWEST TO THE
 HV9007'MARK ON THE RIGHT (WEST) SIDE OF BACON RACE ROAD, 16.49 FEET SOUTH OF
 HV9007'A POWER POLE, 51.80 FEET NORTHEAST OF NORTHEAST (RIGHT FRONT) CORNER
 HV9007'OF HOUSE NUMBER 11690, 73.02 FEET NORTHEAST OF SOUTHEAST (RIGHT REAR)
 HV9007'CORNER OF HOUSE NUMBER 11690. THE LINE OF SIGHT FROM THE STATION TO
 HV9007'THE AZIMUTH MARK PASSES ALONG A POWER LINE RIGHT OF WAY.
 HV9007
 HV9007                          STATION RECOVERY (1986)
 HV9007
 HV9007'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 HV9007'RECOVERED IN GOOD CONDITION.
 HV9007
 HV9007                          STATION RECOVERY (1991)
 HV9007
 HV9007'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV9007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0411 ***********************************************************************
 GV0411  DESIGNATION -  BACON RM 1
 GV0411  PID         -  GV0411
 GV0411  STATE/COUNTY-  VA/SURRY
 GV0411  USGS QUAD   -  BACONS CASTLE (1992)
 GV0411
 GV0411                         *CURRENT SURVEY CONTROL
 GV0411  ___________________________________________________________________
 GV0411* NAD 83(1986)-  37 06 22.     (N)    076 43 43.     (W)     SCALED    
 GV0411* NAVD 88     -        24.480  (meters)      80.31   (feet)  ADJUSTED  
 GV0411  ___________________________________________________________________
 GV0411  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV0411  DYNAMIC HT  -          24.462 (meters)      80.26  (feet)  COMP
 GV0411  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GV0411
 GV0411  VERT ORDER  -  FIRST     CLASS I
 GV0411
 GV0411.The horizontal coordinates were scaled from a topographic map and have
 GV0411.an estimated accuracy of +/- 6 seconds.
 GV0411
 GV0411.The orthometric height was determined by differential leveling
 GV0411.and adjusted by the National Geodetic Survey in June 1991..
 GV0411
 GV0411.The geoid height was determined by GEOID03.
 GV0411
 GV0411.The dynamic height is computed by dividing the NAVD 88
 GV0411.geopotential number by the normal gravity value computed on the
 GV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0411.degrees latitude (g = 980.6199 gals.).
 GV0411
 GV0411.The modeled gravity was interpolated from observed gravity values.
 GV0411
 GV0411;                    North         East    Units  Estimated Accuracy
 GV0411;SPC VA S     - 1,087,240.    3,657,440.      MT  (+/- 180 meters Scaled)
 GV0411
 GV0411                          SUPERSEDED SURVEY CONTROL
 GV0411
 GV0411  NGVD 29 (??/??/??)   24.716  (m)           81.09   (f) ADJUSTED    1 1
 GV0411
 GV0411.Superseded values are not recommended for survey control.
 GV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0411.See file dsdata.txt to determine how the superseded data were derived.
 GV0411
 GV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG464080(NAD 83)
 GV0411_MARKER: DR = REFERENCE MARK DISK
 GV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0411_STAMPING: BACON NO 1 1932
 GV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0411+STABILITY: SURFACE MOTION
 GV0411
 GV0411  HISTORY     - Date     Condition        Report By
 GV0411  HISTORY     - 1932     MONUMENTED       CGS
 GV0411  HISTORY     - 1971     GOOD             NGS
 GV0411  HISTORY     - 1990     GOOD             USPSQD
 GV0411  HISTORY     - 19970308 GOOD             USPSQD
 GV0411  HISTORY     - 20010331 GOOD             NGS
 GV0411  HISTORY     - 20020223 GOOD             USPSQD
 GV0411
 GV0411                          STATION DESCRIPTION
 GV0411
 GV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0411'AT BACONS CASTLE.
 GV0411'AT BACONS CASTLE, 0.1 MILE EAST ALONG COUNTY ROAD NO. 167 FROM
 GV0411'THE INTERSECTION OF STATE HIGHWAY 10, NEAR THE BACONS CASTLE
 GV0411'BAPTIST CHURCH, 177 FEET NORTHEAST OF AND ACROSS THE COUNTY ROAD
 GV0411'FROM THE NORTHEAST CORNER OF THE BACONS CASTLE BAPTIST CHURCH,
 GV0411'137.2 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE STATION
 GV0411'DESCRIBED, 22 1/2 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD
 GV0411'617, 16 1/2 FEET WEST OF A 20-INCH HOLLY TREE, 9 1/2 FEET SOUTHEAST
 GV0411'OF A 15-INCH HOLLY TREE, 1 FOOT SOUTH OF A METAL WITNESS POST,
 GV0411'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 GV0411'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0411
 GV0411                          STATION RECOVERY (1990)
 GV0411
 GV0411'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 GV0411'RECOVERED IN GOOD CONDITION.
 GV0411
 GV0411                          STATION RECOVERY (1997)
 GV0411
 GV0411'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0411'RECOVERED IN GOOD CONDITION.
 GV0411
 GV0411                          STATION RECOVERY (2001)
 GV0411
 GV0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0411
 GV0411                          STATION RECOVERY (2002)
 GV0411
 GV0411'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0409 ***********************************************************************
 GV0409  DESIGNATION -  BACON RM 4
 GV0409  PID         -  GV0409
 GV0409  STATE/COUNTY-  VA/SURRY
 GV0409  USGS QUAD   -  BACONS CASTLE (1992)
 GV0409
 GV0409                         *CURRENT SURVEY CONTROL
 GV0409  ___________________________________________________________________
 GV0409* NAD 83(1986)-  37 06 22.     (N)    076 43 42.     (W)     SCALED    
 GV0409* NAVD 88     -        24.197  (meters)      79.39   (feet)  ADJUSTED  
 GV0409  ___________________________________________________________________
 GV0409  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV0409  DYNAMIC HT  -          24.179 (meters)      79.33  (feet)  COMP
 GV0409  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 GV0409
 GV0409  VERT ORDER  -  FIRST     CLASS I
 GV0409
 GV0409.The horizontal coordinates were scaled from a topographic map and have
 GV0409.an estimated accuracy of +/- 6 seconds.
 GV0409
 GV0409.The orthometric height was determined by differential leveling
 GV0409.and adjusted by the National Geodetic Survey in June 1991..
 GV0409
 GV0409.The geoid height was determined by GEOID03.
 GV0409
 GV0409.The dynamic height is computed by dividing the NAVD 88
 GV0409.geopotential number by the normal gravity value computed on the
 GV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0409.degrees latitude (g = 980.6199 gals.).
 GV0409
 GV0409.The modeled gravity was interpolated from observed gravity values.
 GV0409
 GV0409;                    North         East    Units  Estimated Accuracy
 GV0409;SPC VA S     - 1,087,240.    3,657,460.      MT  (+/- 180 meters Scaled)
 GV0409
 GV0409                          SUPERSEDED SURVEY CONTROL
 GV0409
 GV0409  NGVD 29 (??/??/??)   24.433  (m)           80.16   (f) ADJUSTED    1 1
 GV0409
 GV0409.Superseded values are not recommended for survey control.
 GV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0409.See file dsdata.txt to determine how the superseded data were derived.
 GV0409
 GV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG464080(NAD 83)
 GV0409_MARKER: DR = REFERENCE MARK DISK
 GV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0409_STAMPING: BACON NO 4 1932
 GV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0409+STABILITY: SURFACE MOTION
 GV0409
 GV0409  HISTORY     - Date     Condition        Report By
 GV0409  HISTORY     - 1932     MONUMENTED       CGS
 GV0409  HISTORY     - 1971     GOOD             NGS
 GV0409  HISTORY     - 1990     GOOD             USPSQD
 GV0409  HISTORY     - 19970308 GOOD             USPSQD
 GV0409  HISTORY     - 20010331 GOOD             NGS
 GV0409  HISTORY     - 20020223 GOOD             USPSQD
 GV0409
 GV0409                          STATION DESCRIPTION
 GV0409
 GV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0409'AT BACONS CASTLE.
 GV0409'AT BACONS CASTLE, 0.1 MILE EAST ALONG COUNTY ROAD NO. 617 FROM
 GV0409'THE INTERSECTION OF STATE HIGHWAY 10, NEAR THE BACONS CASTLE
 GV0409'BAPTIST CHURCH, 52.7 FEET NORTH OF THE NORTHWEST CORNER OF THE
 GV0409'CHURCH BUILDING, 81.8 FEET WEST OF THE STATION MARK DESCRIBED,
 GV0409'17 1/2 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 24
 GV0409'FEET SOUTHEAST OF A LARGE STUMP, ABOUT LEVEL WITH THE ROAD AND
 GV0409'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV0409
 GV0409                          STATION RECOVERY (1990)
 GV0409
 GV0409'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 GV0409'RECOVERED IN GOOD CONDITION.
 GV0409
 GV0409                          STATION RECOVERY (1997)
 GV0409
 GV0409'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0409'RECOVERED IN GOOD CONDITION.
 GV0409
 GV0409                          STATION RECOVERY (2001)
 GV0409
 GV0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0409
 GV0409                          STATION RECOVERY (2002)
 GV0409
 GV0409'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4289 ***********************************************************************
 GV4289  DESIGNATION -  BAD 1947
 GV4289  PID         -  GV4289
 GV4289  STATE/COUNTY-  VA/GLOUCESTER
 GV4289  USGS QUAD   -  ACHILLES (1983)
 GV4289
 GV4289                         *CURRENT SURVEY CONTROL
 GV4289  ___________________________________________________________________
 GV4289* NAD 83(1993)-  37 18 29.33483(N)    076 23 15.64667(W)     ADJUSTED  
 GV4289* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4289  ___________________________________________________________________
 GV4289  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV4289  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV4289
 GV4289  HORZ ORDER  -  THIRD
 GV4289
 GV4289.The horizontal coordinates were established by classical geodetic methods
 GV4289.and adjusted by the National Geodetic Survey in September 1995..
 GV4289
 GV4289.The orthometric height was scaled from a topographic map.
 GV4289
 GV4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4289
 GV4289.The geoid height was determined by GEOID03.
 GV4289
 GV4289;                    North         East     Units Scale Factor Converg.
 GV4289;SPC VA S     - 1,110,274.518 3,687,233.950   MT  0.99994594   +1 16 55.3
 GV4289;SPC VA S     - 3,642,625.65 12,097,200.05   sFT  0.99994594   +1 16 55.3
 GV4289;UTM  18      - 4,129,959.879   377,026.547   MT  0.99978628   -0 50 28.2
 GV4289
 GV4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4289!SPC VA S     -   1.00000569  x   0.99994594  =   0.99995163
 GV4289!UTM  18      -   1.00000569  x   0.99978628  =   0.99979197
 GV4289
 GV4289                          SUPERSEDED SURVEY CONTROL
 GV4289
 GV4289  NAD 83(1993)-  37 18 29.33372(N)    076 23 15.65156(W) AD(       ) 3
 GV4289  NAD 83(1986)-  37 18 29.34426(N)    076 23 15.67893(W) AD(       ) 3
 GV4289  NAD 27      -  37 18 28.84600(N)    076 23 16.86900(W) AD(       ) 3
 GV4289
 GV4289.Superseded values are not recommended for survey control.
 GV4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4289.See file dsdata.txt to determine how the superseded data were derived.
 GV4289
 GV4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7702729960(NAD 83)
 GV4289_MARKER: DT = TOPOGRAPHIC STATION DISK
 GV4289_SETTING: 0 = UNSPECIFIED SETTING
 GV4289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4289
 GV4289  HISTORY     - Date     Condition        Report By
 GV4289  HISTORY     - 1947     MONUMENTED       CGS
 GV4289  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4289
 GV4289                          STATION DESCRIPTION
 GV4289
 GV4289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4289'THIS STATION IS APPROXIMATELY 75 METERS W OF BUSH POINT, ON
 GV4289'THE N SIDE OF BROWNS BAY, ABOUT 5 METERS N OF THE HIGH-WATER
 GV4289'LINE, IN THE CENTER OF A SMALL SANDY BIGHT.
 GV4289'
 GV4289'STATION MARK IS A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE
 GV4289'IN A STOVE PIPE, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 GV4289'
 GV4289'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
 GV4289
 GV4289                          STATION RECOVERY (2002)
 GV4289
 GV4289'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1084 ***********************************************************************
 FW1084  DESIGNATION -  BAGWELL 1904
 FW1084  PID         -  FW1084
 FW1084  STATE/COUNTY-  VA/ACCOMACK
 FW1084  USGS QUAD   -  PARKSLEY (1968)
 FW1084
 FW1084                         *CURRENT SURVEY CONTROL
 FW1084  ___________________________________________________________________
 FW1084* NAD 83(1993)-  37 50 26.78534(N)    075 42 42.49096(W)     ADJUSTED  
 FW1084* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1084  ___________________________________________________________________
 FW1084  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 FW1084  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FW1084
 FW1084  HORZ ORDER  -  THIRD
 FW1084
 FW1084.The horizontal coordinates were established by classical geodetic methods
 FW1084.and adjusted by the National Geodetic Survey in November 1994..
 FW1084
 FW1084.The orthometric height was scaled from a topographic map.
 FW1084
 FW1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1084
 FW1084.The geoid height was determined by GEOID03.
 FW1084
 FW1084;                    North         East     Units Scale Factor Converg.
 FW1084;SPC VA S     - 1,170,916.243 3,745,382.029   MT  0.99997945   +1 41 32.0
 FW1084;SPC VA S     - 3,841,581.04 12,287,974.21   sFT  0.99997945   +1 41 32.0
 FW1084;UTM  18      - 4,188,387.439   437,370.311   MT  0.99964831   -0 26 12.1
 FW1084
 FW1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1084!SPC VA S     -   1.00000559  x   0.99997945  =   0.99998504
 FW1084!UTM  18      -   1.00000559  x   0.99964831  =   0.99965390
 FW1084
 FW1084:                Primary Azimuth Mark                     Grid Az
 FW1084:SPC VA S     -  SAW MILL STACK                           017 25 29.6
 FW1084:UTM  18      -  SAW MILL STACK                           019 33 13.7
 FW1084
 FW1084|---------------------------------------------------------------------|
 FW1084| PID    Reference Object                     Distance      Geod. Az  |
 FW1084|                                                           dddmmss.s |
 FW1084| FW1130 SAW MILL STACK                      APPROX. 7.4 KM 0190701.6 |
 FW1084| FW1096 WHITE HOUSE SOUTH CHIMNEY           APPROX. 3.0 KM 1925225.9 |
 FW1084| FW1118 GLENNS OYSTER HOUSE                 APPROX. 7.0 KM 3411157.1 |
 FW1084| FW1122 HOUSE WITH TIN ROOF EAST CHIM       APPROX. 7.7 KM 3484211.4 |
 FW1084|---------------------------------------------------------------------|
 FW1084
 FW1084                          SUPERSEDED SURVEY CONTROL
 FW1084
 FW1084  NAD 83(1993)-  37 50 26.78410(N)    075 42 42.49846(W) AD(       ) 3
 FW1084  NAD 83(1986)-  37 50 26.78422(N)    075 42 42.52201(W) AD(       ) 3
 FW1084  NAD 27      -  37 50 26.31200(N)    075 42 43.78100(W) AD(       ) 3
 FW1084
 FW1084.Superseded values are not recommended for survey control.
 FW1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1084.See file dsdata.txt to determine how the superseded data were derived.
 FW1084
 FW1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3737088387(NAD 83)
 FW1084_MARKER: Z = SEE DESCRIPTION
 FW1084_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FW1084_SP_SET: OBJECT DRIVEN INTO GROUND
 FW1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1084
 FW1084  HISTORY     - Date     Condition        Report By
 FW1084  HISTORY     - 1904     MONUMENTED       CGS
 FW1084  HISTORY     - 1907     GOOD             CGS
 FW1084  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1084
 FW1084                          STATION DESCRIPTION
 FW1084
 FW1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1084'STATION BAGWELL IS ON THE NW SIDE AND AT THE ENTRANCE TO
 FW1084'BAGWELLS COVE ABOUT 1 MILE SSW FROM THE ENTRANCE TO GILFORD
 FW1084'CREEK, ACCOMAC COUNTY, VIRGINIA.  STATION IS MARKED WITH TWO
 FW1084'SECTIONS OF 2-INCH PIPE DRIVEN VERTICALLY ONE OVER THE OTHER.
 FW1084'THE UPPER SECTION SHOWS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 FW1084'GROUND.
 FW1084
 FW1084                          STATION RECOVERY (1907)
 FW1084
 FW1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (OWF)
 FW1084'STATION RECOVERED.
 FW1084
 FW1084                          STATION RECOVERY (1942)
 FW1084
 FW1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1084'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR ONE
 FW1084'HOUR AND NO EVIDENCE OF THIS STATION COULD BE FOUND.  IT IS
 FW1084'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1453 ***********************************************************************
 GA1453  DESIGNATION -  BAILEY
 GA1453  PID         -  GA1453
 GA1453  STATE/COUNTY-  VA/LEE
 GA1453  USGS QUAD   -  KEOKEE (1978)
 GA1453
 GA1453                         *CURRENT SURVEY CONTROL
 GA1453  ___________________________________________________________________
 GA1453* NAD 83(1993)-  36 47 02.32243(N)    082 56 18.83416(W)     ADJUSTED  
 GA1453* NAVD 88     -       503.038  (meters)    1650.38   (feet)  ADJUSTED  
 GA1453  ___________________________________________________________________
 GA1453  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GA1453  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1453  DYNAMIC HT  -         502.594 (meters)    1648.93  (feet)  COMP
 GA1453  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 GA1453
 GA1453  HORZ ORDER  -  SECOND
 GA1453  VERT ORDER  -  SECOND    CLASS 0
 GA1453
 GA1453.The horizontal coordinates were established by classical geodetic methods
 GA1453.and adjusted by the National Geodetic Survey in December 1995..
 GA1453
 GA1453.The orthometric height was determined by differential leveling
 GA1453.and adjusted by the National Geodetic Survey in June 1991..
 GA1453
 GA1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1453
 GA1453.The geoid height was determined by GEOID03.
 GA1453
 GA1453.The dynamic height is computed by dividing the NAVD 88
 GA1453.geopotential number by the normal gravity value computed on the
 GA1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1453.degrees latitude (g = 980.6199 gals.).
 GA1453
 GA1453.The modeled gravity was interpolated from observed gravity values.
 GA1453
 GA1453;                    North         East     Units Scale Factor Converg.
 GA1453;SPC VA S     - 1,059,322.453 3,103,948.233   MT  0.99999690   -2 41 38.0
 GA1453;SPC VA S     - 3,475,460.41 10,183,536.83   sFT  0.99999690   -2 41 38.0
 GA1453;UTM  17      - 4,072,661.527   327,017.959   MT  0.99996865   -1 09 40.0
 GA1453
 GA1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1453!SPC VA S     -   0.99992589  x   0.99999690  =   0.99992279
 GA1453!UTM  17      -   0.99992589  x   0.99996865  =   0.99989455
 GA1453
 GA1453|---------------------------------------------------------------------|
 GA1453| PID    Reference Object                     Distance      Geod. Az  |
 GA1453|                                                           dddmmss.s |
 GA1453| GA1452 BAILEY RM 1                          15.288 METERS 13002     |
 GA1453| GA3464 JESSEE                              APPROX. 1.2 KM 1460941.4 |
 GA1453|---------------------------------------------------------------------|
 GA1453
 GA1453                          SUPERSEDED SURVEY CONTROL
 GA1453
 GA1453  NAD 83(1993)-  36 47 02.32421(N)    082 56 18.83597(W) AD(       ) 2
 GA1453  NAD 83(1986)-  36 47 02.33144(N)    082 56 18.83908(W) AD(       ) 2
 GA1453  NAD 27      -  36 47 02.00965(N)    082 56 19.24230(W) AD(       ) 2
 GA1453  NGVD 29 (07/19/86)  503.14   (m)         1650.7    (f) LEVELING    3  
 GA1453
 GA1453.Superseded values are not recommended for survey control.
 GA1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1453.See file dsdata.txt to determine how the superseded data were derived.
 GA1453
 GA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2701872662(NAD 83)
 GA1453_MARKER: DE = TRAVERSE STATION DISK
 GA1453_SETTING: 66 = SET IN ROCK OUTCROP
 GA1453_SP_SET: OUTCROP OF BEDROCK
 GA1453_STAMPING: BAILEY 1963
 GA1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1453+STABILITY: POSITION/ELEVATION WELL
 GA1453
 GA1453  HISTORY     - Date     Condition        Report By
 GA1453  HISTORY     - 1963     MONUMENTED       CGS
 GA1453  HISTORY     - 1963     GOOD             CGS
 GA1453
 GA1453                          STATION DESCRIPTION
 GA1453
 GA1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA1453'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF DRYDEN,
 GA1453'ON A ROCKY HILL NOW IN PASTURE LAND AND ON MR. LESTER BAILEY
 GA1453'PROPERTY.
 GA1453'
 GA1453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 GA1453'ALTERNATE AND COUNTY ROAD 726 IN DRYDEN, GO NORTH ON COUNTY
 GA1453'ROAD 726 FOR 0.65 MILE TO A WIRE GATE ON THE RIGHT, TURN
 GA1453'RIGHT AND GO 0.1 MILE TO THE TOP OF HILL AND THE STATION
 GA1453'AS DESCRIBED.
 GA1453'
 GA1453'STATION MARK IS 1.5 FEET SOUTHWEST OF A METAL WITNESS SIGN.
 GA1453'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA1453'OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED BAILEY 1963.
 GA1453'
 GA1453'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 GA1453'HOLE IN OUTCROPPING BEDROCK, SET FLUSH, AND IS STAMPED BAILEY
 GA1453'NO 1 1963.
 GA1453'
 GA1453'TRAVERSE STATION JESSEE WILL SERVE AS THE AZIMUTH MARK.  SEE
 GA1453'DESCRIPTION THEREOF.
 GA1453'
 GA1453'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GA1453
 GA1453                          STATION RECOVERY (1963)
 GA1453
 GA1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GA1453'0.5 MI NE FROM DRYDEN.
 GA1453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 GA1453'58 AND COUNTY ROAD 726 IN DRYDEN, GO NORTH ON COUNTY ROAD 726 FOR
 GA1453'0.65 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT AND GO 0.1
 GA1453'MILE TO THE STATION ON THE TOP OF A SMALL HILL, 50.16 FEET
 GA1453'NORTHWEST OF RM 1, 1.5 SOUTHWEST OF A METAL WITNESS SIGN,
 GA1453'SET IN THE TOP OF AN OUTCROP OF BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3067 ***********************************************************************
 GX3067  DESIGNATION -  BAILEY
 GX3067  PID         -  GX3067
 GX3067  STATE/COUNTY-  VA/TAZEWELL
 GX3067  USGS QUAD   -  COVE CREEK (1979)
 GX3067
 GX3067                         *CURRENT SURVEY CONTROL
 GX3067  ___________________________________________________________________
 GX3067* NAD 83(1993)-  37 14 45.84597(N)    081 18 32.20298(W)     ADJUSTED  
 GX3067* NAVD 88     -       761.668  (meters)    2498.91   (feet)  ADJUSTED  
 GX3067  ___________________________________________________________________
 GX3067  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GX3067  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX3067  DYNAMIC HT  -         760.986 (meters)    2496.67  (feet)  COMP
 GX3067  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GX3067
 GX3067  HORZ ORDER  -  SECOND
 GX3067  VERT ORDER  -  SECOND    CLASS 0
 GX3067
 GX3067.The horizontal coordinates were established by classical geodetic methods
 GX3067.and adjusted by the National Geodetic Survey in December 1995..
 GX3067
 GX3067.The orthometric height was determined by differential leveling
 GX3067.and adjusted by the National Geodetic Survey in June 1991..
 GX3067
 GX3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3067
 GX3067.The geoid height was determined by GEOID03.
 GX3067
 GX3067.The dynamic height is computed by dividing the NAVD 88
 GX3067.geopotential number by the normal gravity value computed on the
 GX3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3067.degrees latitude (g = 980.6199 gals.).
 GX3067
 GX3067.The modeled gravity was interpolated from observed gravity values.
 GX3067
 GX3067;                    North         East     Units Scale Factor Converg.
 GX3067;SPC VA S     - 1,104,997.512 3,250,828.920   MT  0.99994764   -1 42 17.3
 GX3067;SPC VA S     - 3,625,312.67 10,665,427.88   sFT  0.99994764   -1 42 17.3
 GX3067;SPC WV S     -    27,356.974   572,587.578   MT  1.00005867   -0 11 27.6
 GX3067;UTM  17      - 4,122,214.808   472,600.064   MT  0.99960925   -0 11 13.2
 GX3067
 GX3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3067!SPC VA S     -   0.99988530  x   0.99994764  =   0.99983295
 GX3067!SPC WV S     -   0.99988530  x   1.00005867  =   0.99994397
 GX3067!UTM  17      -   0.99988530  x   0.99960925  =   0.99949460
 GX3067
 GX3067|---------------------------------------------------------------------|
 GX3067| PID    Reference Object                     Distance      Geod. Az  |
 GX3067|                                                           dddmmss.s |
 GX3067| GX3066 BAILEY RM 1                          10.185 METERS 01903     |
 GX3067| GX1551 BAILEY 2 RM 3                        12.943 METERS 09132     |
 GX3067| GX1550 BAILEY 2                              7.148 METERS 15155     |
 GX3067| GX1552 BAILEY 2 RM 4                        13.938 METERS 20716     |
 GX3067| GX1558 BLUE                                APPROX. 3.1 KM 2151255.5 |
 GX3067| GX1548 BAILEY AZ MK                                       2291931.8 |
 GX3067| GX1549 BAILEY RM 2                          10.148 METERS 27749     |
 GX3067|---------------------------------------------------------------------|
 GX3067
 GX3067                          SUPERSEDED SURVEY CONTROL
 GX3067
 GX3067  NAD 83(1993)-  37 14 45.84452(N)    081 18 32.21263(W) AD(       ) 2
 GX3067  NAD 83(1993)-  37 14 45.85715(N)    081 18 32.19678(W) AD(       ) 2
 GX3067  NAD 83(1986)-  37 14 45.85406(N)    081 18 32.19984(W) AD(       ) 2
 GX3067  NAD 27      -  37 14 45.43493(N)    081 18 32.83233(W) AD(       ) 2
 GX3067  NGVD 29 (??/??/92)  761.76   (m)         2499.2    (f) COMPUTED    2 0
 GX3067
 GX3067.Superseded values are not recommended for survey control.
 GX3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3067.See file dsdata.txt to determine how the superseded data were derived.
 GX3067
 GX3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7260022215(NAD 83)
 GX3067_MARKER: DS = TRIANGULATION STATION DISK
 GX3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3067
 GX3067  HISTORY     - Date     Condition        Report By
 GX3067  HISTORY     - 1963     MONUMENTED       CGS
 GX3067
 GX3067                          STATION DESCRIPTION
 GX3067
 GX3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3067'THE STATION IS APPROXIMATELY 1.5 MILES WEST OF BLUEFIELD
 GX3067'VIRGINIA AND APPROXIMATELY 100 FEET SOUTH OF U.S. HIGHWAYS
 GX3067'19 AND 460.  IT IS IN A SMALL PASTURE OWNED BY DR. LUCIAN P.
 GX3067'BAILEY, WHICH IS ACROSS THE HIGHWAY FROM DR. BAILEYS VETERINARIAN
 GX3067'CLINIC.
 GX3067'
 GX3067'TO REACH FROM THE POST OFFICE IN BLUEFIELD, VIRGINIA, GO WEST
 GX3067'ON U.S. HIGHWAYS 19 AND 460 FOR 2.3 MILES TO DR. BAILEYS
 GX3067'VETERINARIAN CLINIC ON THE RIGHT, CONTINUE ABOUT 30 YARDS
 GX3067'TO THE HIGHEST PART OF ROADWAY CUT ON THE LEFT, PACK UP
 GX3067'STEEP BANK APPROXIMATELY 100 FEET TO TOP OF HILL AND STATION.
 GX3067'
 GX3067'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3067'MONUMENT 10 INCHES UNDERGROUND.  IT IS 46.6 FEET SOUTHWEST OF
 GX3067'POWER LINE POLE NO. 293-261, 22.5 FEET SOUTHEAST OF A METAL
 GX3067'WITNESS POST, 22 FEET SOUTHEAST OF A WIRE FENCE, SLIGHTLY
 GX3067'TO THE WEST OF THE TOP OF HILL AND IS STAMPED BAILEY 1963.
 GX3067'
 GX3067'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3067'MONUMENT FLUSH WITH THE GROUND.  IT IS SET IN THE FENCE LINE, 25.2
 GX3067'FEET EAST OF A METAL WITNESS POST, 15 FEET WEST OF POWER LINE
 GX3067'POLE NO. 293-261 AND IS STAMPED BAILEY NO 1 1963.
 GX3067'
 GX3067'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3067'MONUMENT FLUSH WITH THE GROUND.  IT IS SET IN THE FENCE
 GX3067'LINE, 26.5 FEET WEST OF A METAL WITNESS POST AND IS STAMPED
 GX3067'BAILEY NO 2 1963.
 GX3067'
 GX3067'TO REACH THE AZIMUTH MARK FROM DR. BAILEYS VETERINARIAN
 GX3067'CLINIC CONTINUE WEST ON U.S. HIGHWAYS 19 AND 460 FOR 0.2
 GX3067'MILES TO THE JUNCTION OF COUNTY ROUTE 720 AND AZIMUTH ON THE
 GX3067'RIGHT.
 GX3067'
 GX3067'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 GX3067'HOLE IN OUTCROPPING BEDROCK PROJECTING 3 FEET.  IT IS 28 FEET
 GX3067'NORTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE 720, 28 FEET WEST
 GX3067'OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS 19 AND 460, 3.6
 GX3067'FEET SOUTHWEST OF A METAL WITNESS POST AND IS STAMPED BAILEY
 GX3067'1963.
 GX3067'
 GX3067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1097 ***********************************************************************
 FX1097  DESIGNATION -  BAILEY
 FX1097  PID         -  FX1097
 FX1097  STATE/COUNTY-  VA/SUSSEX
 FX1097  USGS QUAD   -  JARRATT (1986)
 FX1097
 FX1097                         *CURRENT SURVEY CONTROL
 FX1097  ___________________________________________________________________
 FX1097* NAD 83(1993)-  36 49 56.11387(N)    077 26 56.21436(W)     ADJUSTED  
 FX1097* NAVD 88     -        46.463  (meters)     152.44   (feet)  ADJUSTED  
 FX1097  ___________________________________________________________________
 FX1097  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 FX1097  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FX1097  DYNAMIC HT  -          46.428 (meters)     152.32  (feet)  COMP
 FX1097  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX1097
 FX1097  HORZ ORDER  -  SECOND
 FX1097  VERT ORDER  -  SECOND    CLASS 0
 FX1097
 FX1097.The horizontal coordinates were established by classical geodetic methods
 FX1097.and adjusted by the National Geodetic Survey in September 1995..
 FX1097
 FX1097.The orthometric height was determined by differential leveling
 FX1097.and adjusted by the National Geodetic Survey in June 1991..
 FX1097
 FX1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1097
 FX1097.The geoid height was determined by GEOID03.
 FX1097
 FX1097.The dynamic height is computed by dividing the NAVD 88
 FX1097.geopotential number by the normal gravity value computed on the
 FX1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1097.degrees latitude (g = 980.6199 gals.).
 FX1097
 FX1097.The modeled gravity was interpolated from observed gravity values.
 FX1097
 FX1097;                    North         East     Units Scale Factor Converg.
 FX1097;SPC VA S     - 1,055,889.371 3,593,757.981   MT  0.99998874   +0 38 16.5
 FX1097;SPC VA S     - 3,464,197.04 11,790,520.98   sFT  0.99998874   +0 38 16.5
 FX1097;UTM  18      - 4,079,062.933   281,605.596   MT  1.00018763   -1 28 07.2
 FX1097
 FX1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1097!SPC VA S     -   0.99999804  x   0.99998874  =   0.99998678
 FX1097!UTM  18      -   0.99999804  x   1.00018763  =   1.00018567
 FX1097
 FX1097|---------------------------------------------------------------------|
 FX1097| PID    Reference Object                     Distance      Geod. Az  |
 FX1097|                                                           dddmmss.s |
 FX1097| FX1096 BAILEY RM 1                          20.648 METERS 08005     |
 FX1097| FX4136 JARRATT                             APPROX. 5.7 KM 2051146.9 |
 FX1097| FX1098 BAILEY RM 2                          24.811 METERS 20951     |
 FX1097| FX4135 JARRATT MUNICIPAL TANK              APPROX. 2.7 KM 2191726.1 |
 FX1097| FX4134 JARRATT JOHNS MANSVILLE TANK        APPROX. 3.5 KM 2445950.3 |
 FX1097|---------------------------------------------------------------------|
 FX1097
 FX1097                          SUPERSEDED SURVEY CONTROL
 FX1097
 FX1097  NAD 83(1986)-  36 49 56.12034(N)    077 26 56.23258(W) AD(       ) 2
 FX1097  NAD 27      -  36 49 55.58280(N)    077 26 57.30820(W) AD(       ) 2
 FX1097  NGVD 29 (??/??/92)   46.824  (m)          153.62   (f) ADJ UNCH    2 0
 FX1097
 FX1097.Superseded values are not recommended for survey control.
 FX1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1097.See file dsdata.txt to determine how the superseded data were derived.
 FX1097
 FX1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8160679063(NAD 83)
 FX1097_MARKER: DS = TRIANGULATION STATION DISK
 FX1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1097_STAMPING: BAILEY 1959
 FX1097_MARK LOGO: CGS   
 FX1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1097+STABILITY: SURFACE MOTION
 FX1097
 FX1097  HISTORY     - Date     Condition        Report By
 FX1097  HISTORY     - 1959     MONUMENTED       CGS
 FX1097  HISTORY     - 1959     GOOD             CGS
 FX1097  HISTORY     - 1985     GOOD             NGS
 FX1097  HISTORY     - 19850222 GOOD             NGS
 FX1097  HISTORY     - 19971003 GOOD             USPSQD
 FX1097
 FX1097                          STATION DESCRIPTION
 FX1097
 FX1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1097'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF STONY CREEK,
 FX1097'1 MILE NORTH OF JARRATT AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 FX1097'301.  IT IS 67 FEET WEST SOUTHWEST OF A TELEPHONE POLE NO. 225,
 FX1097'38 FEET EAST OF A TRIANGULAR BLAZED 18 INCH OAK TREE, 82 FEET
 FX1097'WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 FX1097'301, 22 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD AND 1.5
 FX1097'FEET EAST SOUTHEAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 FX1097'ABOUT 6 INCHES AND THE DISK IS STAMPED BAILEY 1959.
 FX1097'
 FX1097'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTER LINE OF THE
 FX1097'SOUTH BOUND LANE OF U.S. HIGHWAY 301, 2 FEET NORTH OF A TELEPHONE
 FX1097'POLE NO. 225 AND IS ABOUT THE SAME ELEVATION AS THE STATION
 FX1097'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 FX1097'STAMPED BAILEY NO 1 1959.
 FX1097'
 FX1097'REFERENCE MARK NO. 2 IS 94 FEET EAST OF A TELEPHONE POLE NO.
 FX1097'1148, 74 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE
 FX1097'OF U.S. HIGHWAY 301, 59 FEET SOUTH OF THE CENTER LINE OF A
 FX1097'TRACK ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION
 FX1097'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 FX1097'STAMPED BAILEY NO 2 1959.
 FX1097'
 FX1097'TO REACH THE STATION FROM THE U.S. POST OFFICE IN EMPORIA,
 FX1097'GO NORTHERLY ON U.S. HIGHWAY 301 FOR 11.2 MILES TO STATION ON
 FX1097'LEFT AND ON THE WEST SIDE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 FX1097'301.
 FX1097'
 FX1097'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX1097
 FX1097                          STATION RECOVERY (1959)
 FX1097
 FX1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX1097'1.4 MI N FROM JARRATT.
 FX1097'1.4 MILES NORTH ALONG U.S. HIGHWAY 301 FROM THE CROSSING OF THE
 FX1097'VIRGINIAN RAILWAY AT JARRATT, 82 1/2 FEET NORTHWEST OF THE CENTER
 FX1097'LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 68 FEET WEST OF
 FX1097'RM 1, 81 1/2 FEET NORTH-NORTHEAST OF R M 2, 67 FEET WEST-SOUTHWEST
 FX1097'OF TELEPHONE POLE 255, 49 FEET EAST OF A 30-INCH TRIANGULATION
 FX1097'BLAZED ELM TREE, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A
 FX1097'DIM ROAD LEADING NORTHWEST, 1 1/2 FEET SOUTH-SOUTHEAST OF A STEEL
 FX1097'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 FX1097'INCHES.
 FX1097
 FX1097                          STATION RECOVERY (1985)
 FX1097
 FX1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FX1097'1.76 KILOMETERS (1.1 MI) NORTHERLY ON U.S. HIGHWAY 301 FROM THE
 FX1097'INTERSECTION OF STATE ROAD 646 AT THE EAST EDGE OF JARRETT TO A
 FX1097'GRAVELED ROAD AND THE MARK ON THE LEFT, 6.9 METERS (22.64 FT)
 FX1097'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 19.82 METERS (65.0 FT)
 FX1097'WEST OF POWERPOLE NO A 90. GO 19, 24.8 METERS (81.4 FT) NORTH OF
 FX1097'POWERPOLE NO A-89-FO-97 AND 25.15 METERS (82.5 FT) NORTHWEST OF THE
 FX1097'CENTERLINE OF U.S. 301.
 FX1097
 FX1097                          STATION RECOVERY (1985)
 FX1097
 FX1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FX1097'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 FX1097'CONDITION WITH THE EXCEPTION THAT THE ARROW ON REFERENCE MARK ONE IS
 FX1097'POINTING ABOUT 10 DEGREES COUNTER CLOCKWISE FROM THE STATION, HOWEVER,
 FX1097'THE DISTANCE TO THE MARK CHECKED WITH THE 1959 DESCRIPTION. REFERENCE
 FX1097'MARK TWO WAS SEARCHED FOR BUT WAS NOT FOUND.  REFERENCE MARK THREE WAS
 FX1097'ESTABLISHED AT THIS TIME.  A SUITABLE PLACE FOR AN AZIMUTH MARK COULD
 FX1097'NOT BE FOUND DUE TO HEAVY WOODS AT THE STATION SITE.  A COMPLETE NEW
 FX1097'DESCRIPTION FOLLOWS.
 FX1097' 
 FX1097'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SOUTH OF STONY CREEK,
 FX1097'1.6 KM (1.00 MI) NORTH OF JARRETT IN A HEAVILY WOODED AREA ALONG THE
 FX1097'WEST SIDE OF US 301. TO REACH THE STATION FROM THE INTERSECTION OF US
 FX1097'HIGHWAY 301 AND STATE ROAD 646 AT THE EAST EDGE OF JARRETT, GO
 FX1097'NORTHERLY ON US 301 FOR 1.76 KM (1.10 MI) TO A GRAVELED ROAD AND THE
 FX1097'STATION ON THE LEFT.
 FX1097' 
 FX1097'THE STATION IS A STANDARD CGS DISK STAMPED--BAILEY 1959--, SET INTO
 FX1097'THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH
 FX1097'GROUND. LOCATED 1.38 FT (0.42 M) E FROM A WITNESS POST, 22.64 FT (6.90
 FX1097'M) NE FROM THE APPROXIMATE CENTER OF A GRAVELED ROAD, 82.5 FT (25.1 M)
 FX1097'NW FROM THE CENTER OF US 301, 65.0 FT (19.8 M) W FROM A POWERLINE POLE
 FX1097'NO A90, G019 AND 81.4 FT (24.8 M) N FROM A POWERLINE POLE NO A89,
 FX1097'FO97.  THE UNDERGROUND MARK WAS NOT INSPECTED, BUT IS SET IN AN
 FX1097'IRREGULAR MASS OF CONCRETE.
 FX1097' 
 FX1097'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BAILEY NO 1
 FX1097'1959--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN
 FX1097'DIAMETER, RECESSED 4 CM BELOW THE GROUND. LOCATED 2.6 FT (0.8 M) NE
 FX1097'FROM A POWER POLE NO A90, GO 19, 34.0 FT (10.4 M) NW FROM THE CENTER
 FX1097'OF US 301 AND 62.3 FT (19.0 M) NE FROM THE APPROXIMATE CENTER OF A
 FX1097'GRAVELED ROAD.
 FX1097' 
 FX1097'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BAILEY 1959 NO 3
 FX1097'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 FX1097'DIAMETER, RECESSED 6 CM BELOW THE GROUND.  LOCATED 21.7 FT (6.6 M) SW
 FX1097'FROM THE APPROXIMATE CENTER OF A GRAVELED ROAD, 76.8 FT (23.4 M) NW
 FX1097'FROM THE CENTER OF US 301 AND 48.6 FT (14.8 M) N FROM A POWERLINE POLE
 FX1097'NO A89, FO97.
 FX1097
 FX1097                          STATION RECOVERY (1997)
 FX1097
 FX1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8328 ***********************************************************************
 HV8328  DESIGNATION -  BAILEY
 HV8328  PID         -  HV8328
 HV8328  STATE/COUNTY-  VA/FAIRFAX
 HV8328  USGS QUAD   -  ALEXANDRIA (1994)
 HV8328
 HV8328                         *CURRENT SURVEY CONTROL
 HV8328  ___________________________________________________________________
 HV8328* NAD 83(1993)-  38 50 46.41056(N)    077 07 05.25802(W)     ADJUSTED  
 HV8328* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 HV8328  ___________________________________________________________________
 HV8328  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 HV8328  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV8328
 HV8328  HORZ ORDER  -  SECOND
 HV8328
 HV8328.The horizontal coordinates were established by classical geodetic methods
 HV8328.and adjusted by the National Geodetic Survey in November 1994..
 HV8328
 HV8328.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8328
 HV8328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8328
 HV8328.The geoid height was determined by GEOID03.
 HV8328
 HV8328;                    North         East     Units Scale Factor Converg.
 HV8328;SPC VA N     - 2,131,833.535 3,619,955.578   MT  0.99995633   +0 51 44.8
 HV8328;SPC VA N     - 6,994,190.52 11,876,470.93   sFT  0.99995633   +0 51 44.8
 HV8328;SPC MD       -   130,942.525   389,745.466   MT  0.99994998   -0 04 26.9
 HV8328;SPC MD       -   429,600.60  1,278,689.92   sFT  0.99994998   -0 04 26.9
 HV8328;UTM  18      - 4,301,843.946   316,182.286   MT  1.00001609   -1 19 44.1
 HV8328
 HV8328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8328!SPC VA N     -   0.99999273  x   0.99995633  =   0.99994906
 HV8328!SPC MD       -   0.99999273  x   0.99994998  =   0.99994271
 HV8328!UTM  18      -   0.99999273  x   1.00001609  =   1.00000882
 HV8328
 HV8328                          SUPERSEDED SURVEY CONTROL
 HV8328
 HV8328  NAD 83(1993)-  38 50 46.40927(N)    077 07 05.26027(W) AD(       ) 2
 HV8328  NAD 83(1986)-  38 50 46.40935(N)    077 07 05.27038(W) AD(       ) 2
 HV8328  NGVD 29 (01/12/90)   78.6    (m)          258.     (f) VERT ANG       
 HV8328
 HV8328.Superseded values are not recommended for survey control.
 HV8328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8328.See file dsdata.txt to determine how the superseded data were derived.
 HV8328
 HV8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1618201844(NAD 83)
 HV8328_MARKER: DD = SURVEY DISK
 HV8328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV8328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8328+STABILITY: SURFACE MOTION
 HV8328
 HV8328  HISTORY     - Date     Condition        Report By
 HV8328  HISTORY     - 1969     MONUMENTED       VA-059
 HV8328  HISTORY     - 1975     GOOD             VA-059
 HV8328  HISTORY     - 1977     GOOD             VA-059
 HV8328
 HV8328                          STATION DESCRIPTION
 HV8328
 HV8328'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8328'THE STATION IS 0.7 MILES SOUTH EAST OF BAILEYS CROSSROADS.
 HV8328'
 HV8328'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 7 AND COLUMBIA
 HV8328'PIKE IN BAILEYS CROSSROADS, GO SOUTH EAST ON US ROUTE 7 FOR 0.7 MILES
 HV8328'TO STATION ON NORTH EAST RIGHT OF WAY, OPPOSITE SKYLINE TOWERS
 HV8328'APARTMENT BUILDING.
 HV8328'
 HV8328'THE STATION IS A STANDARD FAIRFAX COUNTY DEPARTMENT OF PUBLIC WORKS
 HV8328'DISC STAMPED---BAILEY 1969---SET IN A CONCRETE MASS.  43.5 FEET NORTH
 HV8328'OF CENTER ROUTE 7 OPPOSITE, 30.0 FEET SOUTH OF CENTER OF SERVICE ROAD
 HV8328'OPPOSITE, 5.1 FEET SOUTH EAST OF A TRAFFIC CONTROL POLE.
 HV8328
 HV8328                          STATION RECOVERY (1975)
 HV8328
 HV8328'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8328'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8328'MAP 62-3.
 HV8328
 HV8328                          STATION RECOVERY (1977)
 HV8328
 HV8328'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8328'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8328'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9077 ***********************************************************************
 HV9077  DESIGNATION -  BAILEY
 HV9077  PID         -  HV9077
 HV9077  STATE/COUNTY-  VA/WESTMORELAND
 HV9077  USGS QUAD   -  KINSALE (1982)
 HV9077
 HV9077                         *CURRENT SURVEY CONTROL
 HV9077  ___________________________________________________________________
 HV9077* NAD 83(1993)-  38 01 46.09367(N)    076 34 40.06917(W)     ADJUSTED  
 HV9077* NAVD 88     -         9.6    (meters)      31.     (feet)  GPS OBS   
 HV9077  ___________________________________________________________________
 HV9077  X           -   1,167,679.785 (meters)                     COMP
 HV9077  Y           -  -4,892,995.168 (meters)                     COMP
 HV9077  Z           -   3,908,005.990 (meters)                     COMP
 HV9077  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 HV9077  ELLIP HEIGHT-         -24.58  (meters)          (11/14/94) GPS OBS
 HV9077  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 HV9077
 HV9077  HORZ ORDER  -  SECOND
 HV9077  ELLP ORDER  -  FOURTH    CLASS II
 HV9077
 HV9077.The horizontal coordinates were established by GPS observations
 HV9077.and adjusted by the National Geodetic Survey in November 1994..
 HV9077
 HV9077.The orthometric height was determined by GPS observations and a
 HV9077.high-resolution geoid model.
 HV9077
 HV9077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9077
 HV9077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9077
 HV9077.The ellipsoidal height was determined by GPS observations
 HV9077.and is referenced to NAD 83.
 HV9077
 HV9077.The geoid height was determined by GEOID03.
 HV9077
 HV9077;                    North         East     Units Scale Factor Converg.
 HV9077;SPC VA N     - 2,042,037.254 3,668,752.019   MT  1.00000068   +1 11 58.9
 HV9077;SPC VA N     - 6,699,583.89 12,036,563.92   sFT  1.00000068   +1 11 58.9
 HV9077;UTM  18      - 4,210,259.627   361,524.834   MT  0.99983617   -0 58 19.9
 HV9077
 HV9077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9077!SPC VA N     -   1.00000386  x   1.00000068  =   1.00000454
 HV9077!UTM  18      -   1.00000386  x   0.99983617  =   0.99984003
 HV9077
 HV9077                          SUPERSEDED SURVEY CONTROL
 HV9077
 HV9077  NAD 83(1993)-  38 01 46.09333(N)    076 34 40.08624(W) AD(       ) 2
 HV9077
 HV9077.Superseded values are not recommended for survey control.
 HV9077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9077.See file dsdata.txt to determine how the superseded data were derived.
 HV9077
 HV9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6152510260(NAD 83)
 HV9077_MARKER: DD = SURVEY DISK
 HV9077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9077_SP_SET: CONCRETE POST
 HV9077_STAMPING: BAILEY GPS 1992
 HV9077_MARK LOGO: NOS   
 HV9077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9077+STABILITY: POSITION/ELEVATION WELL
 HV9077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9077+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HV9077
 HV9077  HISTORY     - Date     Condition        Report By
 HV9077  HISTORY     - 1992     MONUMENTED       NOS
 HV9077  HISTORY     - 19981011 GOOD             USPSQD
 HV9077  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV9077
 HV9077                          STATION DESCRIPTION
 HV9077
 HV9077'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 HV9077'STATION IS LOCATED IN KINSALE, VA ALONG THE WEST BANK OF THE WEST
 HV9077'YEOCOMICO RIVER, ON PROPERTY OWNED BY FRANK BAILEY.
 HV9077'TO REACH FROM THE
 HV9077'KINSALE POST OFFICE, GO EAST ON VA HIGHWAY 203 FOR 0.05 MI (0.08 KM)
 HV9077'TO INTERSECTION WITH COUNTY 1005.  GO EAST ON COUNTY 1005 TO LOT
 HV9077'OVERLOOKING RIVER.  STATION IS LOCATED ON THE VACANT LOT ON
 HV9077'RIGHT.
 HV9077'STATION IS MARKED BY A STANDARD NOS ALUMINM DISK STAMPED
 HV9077'---BAILEY GPS 1992--- THAT IS SET ON AN ALUMINUM ROD THAT IS
 HV9077'SURROUNDED BY A ROUND CONCRETE MONUMENT RECESSED 0.05 M (0.16 FT) IN
 HV9077'THE GROUND.  IT IS 23.7 M (77.76 FT) EAST OF COUNTY 1003, 22.0 M
 HV9077'(72.18 FT) ENE OF A LARGE MAGNOLIA TREE, AND 24.5 M (80.38 FT) S OF
 HV9077'COUNTY 1005 CENTERLINE.
 HV9077'DESCRIBED BY PBW
 HV9077
 HV9077                          STATION RECOVERY (1998)
 HV9077
 HV9077'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV9077'RECOVERED IN GOOD CONDITION.
 HV9077
 HV9077                          STATION RECOVERY (2003)
 HV9077
 HV9077'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV9077'A DRAINFIELD HAS BEEN INSTALLED IN THE AREA AND STATION IS PROBABLY
 HV9077'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1550 ***********************************************************************
 GX1550  DESIGNATION -  BAILEY 2
 GX1550  PID         -  GX1550
 GX1550  STATE/COUNTY-  VA/TAZEWELL
 GX1550  USGS QUAD   -  COVE CREEK (1979)
 GX1550
 GX1550                         *CURRENT SURVEY CONTROL
 GX1550  ___________________________________________________________________
 GX1550* NAD 83(1993)-  37 14 45.64143(N)    081 18 32.06642(W)     ADJUSTED  
 GX1550* NAVD 88     -       761.88   (+/-2cm)    2499.6    (feet)  VERTCON   
 GX1550  ___________________________________________________________________
 GX1550  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GX1550  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1550
 GX1550  HORZ ORDER  -  THIRD
 GX1550  VERT ORDER  -  THIRD (See Below)
 GX1550
 GX1550.The horizontal coordinates were established by classical geodetic methods
 GX1550.and adjusted by the National Geodetic Survey in December 1995..
 GX1550.No horizontal observational check was made to the station.
 GX1550
 GX1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1550.The vertical order pertains to the NGVD 29 superseded value.
 GX1550
 GX1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1550
 GX1550.The geoid height was determined by GEOID03.
 GX1550
 GX1550;                    North         East     Units Scale Factor Converg.
 GX1550;SPC VA S     - 1,104,991.109 3,250,832.096   MT  0.99994764   -1 42 17.3
 GX1550;SPC VA S     - 3,625,291.66 10,665,438.30   sFT  0.99994764   -1 42 17.3
 GX1550;SPC WV S     -    27,350.656   572,590.922   MT  1.00005869   -0 11 27.5
 GX1550;UTM  17      - 4,122,208.494   472,603.407   MT  0.99960925   -0 11 13.1
 GX1550
 GX1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1550!SPC VA S     -   0.99988527  x   0.99994764  =   0.99983292
 GX1550!SPC WV S     -   0.99988527  x   1.00005869  =   0.99994395
 GX1550!UTM  17      -   0.99988527  x   0.99960925  =   0.99949456
 GX1550
 GX1550|---------------------------------------------------------------------|
 GX1550| PID    Reference Object                     Distance      Geod. Az  |
 GX1550|                                                           dddmmss.s |
 GX1550| GX1551 BAILEY 2 RM 3                        11.277 METERS 05805     |
 GX1550| GX1548 BAILEY AZ MK                                       2305037.3 |
 GX1550| GX1552 BAILEY 2 RM 4                        11.492 METERS 23802     |
 GX1550| GX1549 BAILEY RM 2                          15.896 METERS 29945     |
 GX1550| GX3067 BAILEY                                7.148 METERS 33155     |
 GX1550| GX3066 BAILEY RM 1                          15.497 METERS 35948     |
 GX1550|---------------------------------------------------------------------|
 GX1550
 GX1550                          SUPERSEDED SURVEY CONTROL
 GX1550
 GX1550  NAD 83(1993)-  37 14 45.63998(N)    081 18 32.07607(W) AD(       ) 3
 GX1550  NAD 83(1986)-  37 14 45.64951(N)    081 18 32.06328(W) AD(       ) 3
 GX1550  NAD 27      -  37 14 45.23037(N)    081 18 32.69577(W) AD(       ) 3
 GX1550  NGVD 29 (??/??/??)  761.99   (m)         2500.0    (f) RESET       3  
 GX1550
 GX1550.Superseded values are not recommended for survey control.
 GX1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1550.See file dsdata.txt to determine how the superseded data were derived.
 GX1550
 GX1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7260322208(NAD 83)
 GX1550_MARKER: DS = TRIANGULATION STATION DISK
 GX1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1550_STAMPING: BAILEY 2 1966
 GX1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1550+STABILITY: SURFACE MOTION
 GX1550
 GX1550  HISTORY     - Date     Condition        Report By
 GX1550  HISTORY     - 1966     MONUMENTED       CGS
 GX1550  HISTORY     - 1966     GOOD             CGS
 GX1550
 GX1550                          STATION DESCRIPTION
 GX1550
 GX1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX1550'STATION IS LOCATED 2.4 MILES SOUTHWEST OF BLUEFIELD, VA.,
 GX1550'AND 16 MILES NORTHEAST OF TAZEWELL, ON THE SOUTH SIDE OF U.S.
 GX1550'HIGHWAY 19-460.
 GX1550'
 GX1550'STATION MARK IS A STANDARD DISK STAMPED BAILEY 2 BM RESET
 GX1550'1966, SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH.
 GX1550'IT IS AT THE TOP OF A DEEP HIGHWAY CUT ACROSS FROM BAILEY ANIMAL
 GX1550'CLINIC, 130 FEET EAST-NORTHEAST OF A NORTH-SOUTH FENCE THAT
 GX1550'RUNS PARALLEL TO A DRIVEWAY, 79 FEET WEST-SOUTHWEST OF A STAKE
 GX1550'FOR A PROPOSED POWER POLE RELOCATION AND 1 FOOT NORTH OF THE
 GX1550'PROPOSED LOCATION FOR A RIGHT-OF-WAY FENCE.
 GX1550'
 GX1550'R.M. 3 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE CYLINDER
 GX1550'THAT IS FLUSH.  IT IS STAMPED BAILEY 2 NO 3 BM RESET 1966, AND
 GX1550'IS 42 FEET WEST-SOUTHWEST OF THE POWER POLE, AND 1 FOOT NORTH
 GX1550'OF THE PROPOSED FENCE.
 GX1550'
 GX1550'R.M. 4 IS ABOUT 180 DEGREES FROM R.M. 3, A STANDARD DISK
 GX1550'STAMPED BAILEY 2 NO 4 BM RESET 1966 AND SET IN THE TOP OF A
 GX1550'CONCRETE CYLINDER THAT IS FLUSH.  IT IS 94 FEET EAST-NORTHEAST
 GX1550'OF THE NORTH-SOUTH FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 GX1550'FENCE.
 GX1550'
 GX1550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAILEY 1963, SET IN
 GX1550'A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT 3 FEET,
 GX1550'AND ALSO PROJECTS ABOUT 3 FEET TOWARD THE HIGHWAY FROM A ROCK
 GX1550'HIGHWAY CUT, AT THE JUNCTION OF U.S. 19-460 AND STATE SECONDARY
 GX1550'ROAD 720, NORTHEAST OF THE INTERSECTION, AND ABOUT 300 FEET
 GX1550'NORTHEAST OF THE RAILROAD OVERPASS.  IT IS 27 FEET NORTHWEST OF
 GX1550'THE CENTER OF THE HIGHWAY AND 30 FEET NORTH OF THE CENTER OF
 GX1550'THE SECONDARY ROAD.
 GX1550'
 GX1550'TO REACH THE STATION FROM THE BLUEFIELD POST OFFICE, FOLLOW
 GX1550'U.S. HIGHWAY 19-460 SOUTHWEST FOR 2.35 MILES TO THE ANIMAL
 GX1550'CLINIC ON THE RIGHT AND THE STATION ON THE LEFT.  TO REACH THE
 GX1550'AZIMUTH MARK, CONTINUE SOUTHWEST FOR 0.2 MILE TO THE INTERSECTION
 GX1550'AND THE MARK ON THE RIGHT.
 GX1550
 GX1550                          STATION RECOVERY (1966)
 GX1550
 GX1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GX1550'2.4 MI SW FROM BLUEFIELD.
 GX1550'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 19-460 FROM BLUEFIELD
 GX1550'POST OFFICE, AT THE TOP OF A HIGHWAY CUT, SET IN THE TOP OF A
 GX1550'CONCRETE POST THAT IS FLUSH, 130 FEET EAST-NORTHEAST OF A
 GX1550'NORTH-SOUTH FENCE, 79 FEET WEST-SOUTHWEST OF A STAKE MARKING
 GX1550'THE PROPOSED LOCATION OF A TRANSMISSION POLE, 1 FOOT NORTH OF
 GX1550'PROPOSED RIGHT-OF-WAY FENCE, AT THE HIGHEST PART OF THE HIGHWAY
 GX1550'CUT ACROSS THE ROAD FROM THE ANIMAL CLINIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1551 ***********************************************************************
 GX1551  DESIGNATION -  BAILEY 2 RM 3
 GX1551  PID         -  GX1551
 GX1551  STATE/COUNTY-  VA/TAZEWELL
 GX1551  USGS QUAD   -  COVE CREEK (1979)
 GX1551
 GX1551                         *CURRENT SURVEY CONTROL
 GX1551  ___________________________________________________________________
 GX1551* NAD 83(1986)-  37 14 45.     (N)    081 18 31.     (W)     SCALED    
 GX1551* NAVD 88     -       762.36   (+/-2cm)    2501.2    (feet)  VERTCON   
 GX1551  ___________________________________________________________________
 GX1551  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1551
 GX1551  VERT ORDER  -  THIRD (See Below)
 GX1551
 GX1551.The horizontal coordinates were scaled from a topographic map and have
 GX1551.an estimated accuracy of +/- 6 seconds.
 GX1551
 GX1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1551.The vertical order pertains to the NGVD 29 superseded value.
 GX1551
 GX1551.The geoid height was determined by GEOID03.
 GX1551
 GX1551;                    North         East    Units  Estimated Accuracy
 GX1551;SPC VA S     - 1,104,970.    3,250,860.      MT  (+/- 180 meters Scaled)
 GX1551
 GX1551                          SUPERSEDED SURVEY CONTROL
 GX1551
 GX1551  NGVD 29 (??/??/??)  762.46   (m)         2501.5    (f) RESET       3  
 GX1551
 GX1551.Superseded values are not recommended for survey control.
 GX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1551.See file dsdata.txt to determine how the superseded data were derived.
 GX1551
 GX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB726221(NAD 83)
 GX1551_MARKER: DR = REFERENCE MARK DISK
 GX1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1551_STAMPING: BAILEY 2 NO 3 BM RESET 1966
 GX1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1551+STABILITY: SURFACE MOTION
 GX1551
 GX1551  HISTORY     - Date     Condition        Report By
 GX1551  HISTORY     - 1966     MONUMENTED       CGS
 GX1551
 GX1551                          STATION DESCRIPTION
 GX1551
 GX1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX1551'2.4 MI SW FROM BLUEFIELD.
 GX1551'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH, AT THE
 GX1551'TOP OF A DEEP HIGHWAY CUT ACROSS THE HIGHWAY FROM THE ANIMAL
 GX1551'CLINIC, 42 FEET WEST-SOUTHWEST OF STAKE MARKING A PROPOSED
 GX1551'TRANSMISSION POLE, 40 FEET EAST-NORTHEAST OF TRIANGULATION STATION
 GX1551'BAILEY 2, AND 1 FOOT NORTH OF A PROPOSED RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1548 ***********************************************************************
 GX1548  DESIGNATION -  BAILEY AZ MK
 GX1548  PID         -  GX1548
 GX1548  STATE/COUNTY-  VA/TAZEWELL
 GX1548  USGS QUAD   -  COVE CREEK (1979)
 GX1548
 GX1548                         *CURRENT SURVEY CONTROL
 GX1548  ___________________________________________________________________
 GX1548* NAD 83(1986)-  37 14 39.     (N)    081 18 44.     (W)     SCALED    
 GX1548* NAVD 88     -       746.126  (meters)    2447.92   (feet)  ADJUSTED  
 GX1548  ___________________________________________________________________
 GX1548  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1548  DYNAMIC HT  -         745.458 (meters)    2445.72  (feet)  COMP
 GX1548  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 GX1548
 GX1548  VERT ORDER  -  SECOND    CLASS 0
 GX1548
 GX1548.The horizontal coordinates were scaled from a topographic map and have
 GX1548.an estimated accuracy of +/- 6 seconds.
 GX1548
 GX1548.The orthometric height was determined by differential leveling
 GX1548.and adjusted by the National Geodetic Survey in June 1991..
 GX1548
 GX1548.The geoid height was determined by GEOID03.
 GX1548
 GX1548.The dynamic height is computed by dividing the NAVD 88
 GX1548.geopotential number by the normal gravity value computed on the
 GX1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1548.degrees latitude (g = 980.6199 gals.).
 GX1548
 GX1548.The modeled gravity was interpolated from observed gravity values.
 GX1548
 GX1548;                    North         East    Units  Estimated Accuracy
 GX1548;SPC VA S     - 1,104,800.    3,250,530.      MT  (+/- 180 meters Scaled)
 GX1548
 GX1548                          SUPERSEDED SURVEY CONTROL
 GX1548
 GX1548  NGVD 29 (??/??/92)  746.225  (m)         2448.24   (f) ADJ UNCH    2 0
 GX1548
 GX1548.Superseded values are not recommended for survey control.
 GX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1548.See file dsdata.txt to determine how the superseded data were derived.
 GX1548
 GX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB723220(NAD 83)
 GX1548_MARKER: DZ = AZIMUTH MARK DISK
 GX1548_SETTING: 80 = SET IN A BOULDER
 GX1548_SP_SET: BOULDER
 GX1548_STAMPING: BAILEY 1963
 GX1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1548+STABILITY: SURFACE MOTION
 GX1548
 GX1548  HISTORY     - Date     Condition        Report By
 GX1548  HISTORY     - 1963     MONUMENTED       CGS
 GX1548  HISTORY     - 1966     GOOD             NGS
 GX1548
 GX1548                          STATION DESCRIPTION
 GX1548
 GX1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1548'2.5 MI SW FROM BLUEFIELD.
 GX1548'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 AND 460 FROM THE
 GX1548'POST OFFICE IN BLUEFIELD TO THE JUNCTION OF SECONDARY STATE
 GX1548'ROAD 720.  THE MARK IS SET IN A DRILL HOLE IN TOP OF A 10 BY 3
 GX1548'FEET BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND, 27 FEET
 GX1548'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 19 AND 460, 30 FEET NORTH
 GX1548'OF THE CENTER OF SECONDARY STATE ROAD 720, 3.6 FEET SOUTHWEST OF A
 GX1548'STANDARD METAL WITNESS SIGN AND ABOUT 1 FOOT ABOVE THE LEVEL
 GX1548'OF THE HIGHWAY.
 GX1548
 GX1548                          STATION RECOVERY (1966)
 GX1548
 GX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5351 ***********************************************************************
 GV5351  DESIGNATION -  BAILEY CREEK LIGHT
 GV5351  PID         -  GV5351
 GV5351  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5351  USGS QUAD   -  WESTOVER (1994)
 GV5351
 GV5351                         *CURRENT SURVEY CONTROL
 GV5351  ___________________________________________________________________
 GV5351* NAD 83(1993)-  37 18 24.37315(N)    077 14 35.27445(W)     ADJUSTED  
 GV5351* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5351  ___________________________________________________________________
 GV5351  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 GV5351  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV5351
 GV5351  HORZ ORDER  -  THIRD
 GV5351
 GV5351.The horizontal coordinates were established by classical geodetic methods
 GV5351.and adjusted by the National Geodetic Survey in September 1995..
 GV5351
 GV5351.The orthometric height was scaled from a topographic map.
 GV5351
 GV5351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5351
 GV5351.The geoid height was determined by GEOID03.
 GV5351
 GV5351;                    North         East     Units Scale Factor Converg.
 GV5351;SPC VA S     - 1,108,768.446 3,611,415.574   MT  0.99994596   +0 45 46.2
 GV5351;SPC VA S     - 3,637,684.48 11,848,452.60   sFT  0.99994596   +0 45 46.2
 GV5351;UTM  18      - 4,131,263.476   301,206.027   MT  1.00008683   -1 21 35.9
 GV5351
 GV5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5351!SPC VA S     -   1.00000517  x   0.99994596  =   0.99995113
 GV5351!UTM  18      -   1.00000517  x   1.00008683  =   1.00009200
 GV5351
 GV5351:                Primary Azimuth Mark                     Grid Az
 GV5351:SPC VA S     -  EPPES RESET                              014 10 44.5
 GV5351:UTM  18      -  EPPES RESET                              016 18 06.6
 GV5351
 GV5351|---------------------------------------------------------------------|
 GV5351| PID    Reference Object                     Distance      Geod. Az  |
 GV5351|                                                           dddmmss.s |
 GV5351| GV5355 EPPES RESET                         APPROX. 1.8 KM 0145630.7 |
 GV5351| GV5370 NORTH FLATS FRONT RANGE BEACON      APPROX. 2.6 KM 0545808.4 |
 GV5351| GV5371 NORTH FLATS REAR RANGE BEACON       APPROX. 3.2 KM 0553051.2 |
 GV5351| GV5488 SOLVAY PROCESS CO LIGHT 1           APPROX. 2.0 KM 2731303.0 |
 GV5351| GV5463 CITY POINT LIGHT                    APPROX. 3.7 KM 2942908.0 |
 GV5351| GV5457 APPOMATTOX RIVER LIGHT              APPROX. 3.6 KM 2981813.9 |
 GV5351|---------------------------------------------------------------------|
 GV5351
 GV5351                          SUPERSEDED SURVEY CONTROL
 GV5351
 GV5351  NAD 83(1993)-  37 18 24.37393(N)    077 14 35.27446(W) AD(       ) 3
 GV5351  NAD 83(1986)-  37 18 24.37886(N)    077 14 35.29234(W) AD(       ) 3
 GV5351  NAD 27      -  37 18 23.84200(N)    077 14 36.37700(W) AD(       ) 3
 GV5351
 GV5351.Superseded values are not recommended for survey control.
 GV5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5351.See file dsdata.txt to determine how the superseded data were derived.
 GV5351
 GV5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0120631263(NAD 83)
 GV5351_MARKER: 14 = NAVIGATION LIGHT
 GV5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5351+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV5351
 GV5351  HISTORY     - Date     Condition        Report By
 GV5351  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5351  HISTORY     - 1942     GOOD             CGS
 GV5351  HISTORY     - 1942     GOOD             CGS
 GV5351  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5351  HISTORY     - 20030322 GOOD             USPSQD
 GV5351
 GV5351                          STATION DESCRIPTION
 GV5351
 GV5351'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5351'A SQUARE CONCRETE STRUCTURE SUPPORTING A SMALL BLACK HOUSE
 GV5351'WITH BLACK IRON RAILING, LOCATED IN THE WATER ON THE SOUTH
 GV5351'SIDE OF THE CHANNEL OF THE JAMES RIVER, ABOUT ONE MILE
 GV5351'WEST-SOUTHWEST OF JORDAN POINT.
 GV5351
 GV5351                          STATION RECOVERY (1942)
 GV5351
 GV5351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5351'1938 DESCRIPTION ADEQUATE.
 GV5351
 GV5351                          STATION RECOVERY (1942)
 GV5351
 GV5351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5351'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  OBJECT OBSERVED
 GV5351'WAS LIGHT ON TOP OF SMALL BLACK HOUSE ATOP CONCRETE STRUCTURE.
 GV5351
 GV5351                          STATION RECOVERY (1998)
 GV5351
 GV5351'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5351'MARK NOT FOUND.
 GV5351
 GV5351                          STATION RECOVERY (2003)
 GV5351
 GV5351'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1452 ***********************************************************************
 GA1452  DESIGNATION -  BAILEY RM 1
 GA1452  PID         -  GA1452
 GA1452  STATE/COUNTY-  VA/LEE
 GA1452  USGS QUAD   -  KEOKEE (1978)
 GA1452
 GA1452                         *CURRENT SURVEY CONTROL
 GA1452  ___________________________________________________________________
 GA1452* NAD 83(1986)-  36 47 02.     (N)    082 56 19.     (W)     SCALED    
 GA1452* NAVD 88     -       502.403  (meters)    1648.30   (feet)  ADJUSTED  
 GA1452  ___________________________________________________________________
 GA1452  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1452  DYNAMIC HT  -         501.960 (meters)    1646.85  (feet)  COMP
 GA1452  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 GA1452
 GA1452  VERT ORDER  -  SECOND    CLASS 0
 GA1452
 GA1452.The horizontal coordinates were scaled from a topographic map and have
 GA1452.an estimated accuracy of +/- 6 seconds.
 GA1452
 GA1452.The orthometric height was determined by differential leveling
 GA1452.and adjusted by the National Geodetic Survey in June 1991..
 GA1452
 GA1452.The geoid height was determined by GEOID03.
 GA1452
 GA1452.The dynamic height is computed by dividing the NAVD 88
 GA1452.geopotential number by the normal gravity value computed on the
 GA1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1452.degrees latitude (g = 980.6199 gals.).
 GA1452
 GA1452.The modeled gravity was interpolated from observed gravity values.
 GA1452
 GA1452;                    North         East    Units  Estimated Accuracy
 GA1452;SPC VA S     - 1,059,310.    3,103,940.      MT  (+/- 180 meters Scaled)
 GA1452
 GA1452                          SUPERSEDED SURVEY CONTROL
 GA1452
 GA1452.No superseded survey control is available for this station.
 GA1452
 GA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA270726(NAD 83)
 GA1452_MARKER: DR = REFERENCE MARK DISK
 GA1452_SETTING: 66 = SET IN ROCK OUTCROP
 GA1452_SP_SET: OUTCROP OF BEDROCK
 GA1452_STAMPING: BAILEY NO 1 1963
 GA1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1452+STABILITY: POSITION/ELEVATION WELL
 GA1452
 GA1452  HISTORY     - Date     Condition        Report By
 GA1452  HISTORY     - 1963     MONUMENTED       CGS
 GA1452
 GA1452                          STATION DESCRIPTION
 GA1452
 GA1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1452'0.5 MI NE FROM DRYDEN.
 GA1452'AT THE BAILEY STATION SITE-- 50.16 FEET SOUTHEAST OF THE STATION,
 GA1452'AND SET IN THE TOP OF AN OUTCROP OF BEDROCK FLUSH WITH THE TOP
 GA1452'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1096 ***********************************************************************
 FX1096  DESIGNATION -  BAILEY RM 1
 FX1096  PID         -  FX1096
 FX1096  STATE/COUNTY-  VA/SUSSEX
 FX1096  USGS QUAD   -  JARRATT (1986)
 FX1096
 FX1096                         *CURRENT SURVEY CONTROL
 FX1096  ___________________________________________________________________
 FX1096* NAD 83(1986)-  36 49 56.     (N)    077 26 56.     (W)     SCALED    
 FX1096* NAVD 88     -        46.300  (meters)     151.90   (feet)  ADJUSTED  
 FX1096  ___________________________________________________________________
 FX1096  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FX1096  DYNAMIC HT  -          46.264 (meters)     151.78  (feet)  COMP
 FX1096  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX1096
 FX1096  VERT ORDER  -  SECOND    CLASS 0
 FX1096
 FX1096.The horizontal coordinates were scaled from a topographic map and have
 FX1096.an estimated accuracy of +/- 6 seconds.
 FX1096
 FX1096.The orthometric height was determined by differential leveling
 FX1096.and adjusted by the National Geodetic Survey in June 1991..
 FX1096
 FX1096.The geoid height was determined by GEOID03.
 FX1096
 FX1096.The dynamic height is computed by dividing the NAVD 88
 FX1096.geopotential number by the normal gravity value computed on the
 FX1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1096.degrees latitude (g = 980.6199 gals.).
 FX1096
 FX1096.The modeled gravity was interpolated from observed gravity values.
 FX1096
 FX1096;                    North         East    Units  Estimated Accuracy
 FX1096;SPC VA S     - 1,055,890.    3,593,760.      MT  (+/- 180 meters Scaled)
 FX1096
 FX1096                          SUPERSEDED SURVEY CONTROL
 FX1096
 FX1096  NGVD 29 (??/??/92)   46.660  (m)          153.08   (f) ADJ UNCH    2 0
 FX1096
 FX1096.Superseded values are not recommended for survey control.
 FX1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1096.See file dsdata.txt to determine how the superseded data were derived.
 FX1096
 FX1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF816790(NAD 83)
 FX1096_MARKER: DR = REFERENCE MARK DISK
 FX1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1096_STAMPING: BAILEY NO 1 1959
 FX1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1096+STABILITY: SURFACE MOTION
 FX1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1096+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 FX1096
 FX1096  HISTORY     - Date     Condition        Report By
 FX1096  HISTORY     - 1959     MONUMENTED       CGS
 FX1096  HISTORY     - 1985     GOOD             NGS
 FX1096  HISTORY     - 19971003 GOOD             USPSQD
 FX1096  HISTORY     - 20020110 GOOD             USPSQD
 FX1096
 FX1096                          STATION DESCRIPTION
 FX1096
 FX1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1096'1.4 MI N FROM JARRATT.
 FX1096'68 FEET EAST OF BAILEY DESCRIBED, 135 FEET NORTHEAST OF R M 2, 34
 FX1096'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF THE
 FX1096'HIGHWAY, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 255, ABOUT 1/2
 FX1096'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 FX1096'POST FLUSH.
 FX1096
 FX1096                          STATION RECOVERY (1985)
 FX1096
 FX1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FX1096'1.76 KILOMETERS (1.1 MI) NORTHERLY ON U.S. HIGHWAY 30.1 FROM THE
 FX1096'INTERSECTION OF STATE ROAD 646 AT THE EAST EDGE OF JARRETT, TO A
 FX1096'GRAVELED ROAD AND THE MARK ON THE LEFT, 0.8 METERS (2.6 FT) NORTHEAST
 FX1096'OF POWERPOLE NO A 90-GO-19, 10.36 METERS (34.0 FT) NORTHWEST OF THE
 FX1096'CENTERLINE OF U.S. 301 AND 19.0 METERS (62.3 FT) NORTHEAST OF THE
 FX1096'CENETER OF THE GRAVELED ROAD.
 FX1096
 FX1096                          STATION RECOVERY (1997)
 FX1096
 FX1096'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1096'RECOVERED IN GOOD CONDITION.
 FX1096
 FX1096                          STATION RECOVERY (2002)
 FX1096
 FX1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX1096'MARK FOUND IN GOOD CONDITION AT THE DESCRIBED LOCATION AND AT
 FX1096'COORDINATES 36 49 56.5 (N) AND 077 26 55.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1549 ***********************************************************************
 GX1549  DESIGNATION -  BAILEY RM 2
 GX1549  PID         -  GX1549
 GX1549  STATE/COUNTY-  VA/TAZEWELL
 GX1549  USGS QUAD   -  COVE CREEK (1979)
 GX1549
 GX1549                         *CURRENT SURVEY CONTROL
 GX1549  ___________________________________________________________________
 GX1549* NAD 83(1986)-  37 14 45.     (N)    081 18 31.     (W)     SCALED    
 GX1549* NAVD 88     -       761.053  (meters)    2496.89   (feet)  ADJUSTED  
 GX1549  ___________________________________________________________________
 GX1549  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1549  DYNAMIC HT  -         760.371 (meters)    2494.65  (feet)  COMP
 GX1549  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 GX1549
 GX1549  VERT ORDER  -  SECOND    CLASS 0
 GX1549
 GX1549.The horizontal coordinates were scaled from a topographic map and have
 GX1549.an estimated accuracy of +/- 6 seconds.
 GX1549
 GX1549.The orthometric height was determined by differential leveling
 GX1549.and adjusted by the National Geodetic Survey in June 1991..
 GX1549
 GX1549.The geoid height was determined by GEOID03.
 GX1549
 GX1549.The dynamic height is computed by dividing the NAVD 88
 GX1549.geopotential number by the normal gravity value computed on the
 GX1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1549.degrees latitude (g = 980.6199 gals.).
 GX1549
 GX1549.The modeled gravity was interpolated from observed gravity values.
 GX1549
 GX1549;                    North         East    Units  Estimated Accuracy
 GX1549;SPC VA S     - 1,104,970.    3,250,860.      MT  (+/- 180 meters Scaled)
 GX1549
 GX1549                          SUPERSEDED SURVEY CONTROL
 GX1549
 GX1549  NGVD 29 (??/??/92)  761.151  (m)         2497.21   (f) ADJ UNCH    2 0
 GX1549
 GX1549.Superseded values are not recommended for survey control.
 GX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1549.See file dsdata.txt to determine how the superseded data were derived.
 GX1549
 GX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB726221(NAD 83)
 GX1549_MARKER: DR = REFERENCE MARK DISK
 GX1549_SETTING: 80 = SET IN A BOULDER
 GX1549_STAMPING: BAILEY NO 2 1963
 GX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1549+STABILITY: SURFACE MOTION
 GX1549
 GX1549  HISTORY     - Date     Condition        Report By
 GX1549  HISTORY     - 1963     MONUMENTED       CGS
 GX1549
 GX1549                          STATION DESCRIPTION
 GX1549
 GX1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1549'2.4 MI SW FROM BLUEFIELD.
 GX1549'ABOUT 2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 AND 460 FROM THE
 GX1549'POST OFFICE IN BLUEFIELD.  THE MARK IS SET IN TOP OF A CONCRETE
 GX1549'POST THAT PROJECTS 1 INCH ABOVE THE GROUND, APPROXIMATELY 65
 GX1549'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 26.6 FEET SOUTHWEST
 GX1549'OF A STANDARD METAL WITNESS SIGN, 67 FEET SOUTHWEST OF POWER
 GX1549'LINE POLE NO. 293-261, 1 FOOT SOUTHEAST OF A WIRE FENCE LINE AND
 GX1549'ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4436 ***********************************************************************
 FX4436  DESIGNATION -  BAILEY RM 3
 FX4436  PID         -  FX4436
 FX4436  STATE/COUNTY-  VA/SUSSEX
 FX4436  USGS QUAD   -  JARRATT (1986)
 FX4436
 FX4436                         *CURRENT SURVEY CONTROL
 FX4436  ___________________________________________________________________
 FX4436* NAD 83(1986)-  36 49 56.     (N)    077 26 56.     (W)     SCALED    
 FX4436* NAVD 88     -        46.17   (meters)     151.5    (feet)  RESET     
 FX4436  ___________________________________________________________________
 FX4436  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FX4436
 FX4436  VERT ORDER  -  THIRD
 FX4436
 FX4436.The horizontal coordinates were scaled from a topographic map and have
 FX4436.an estimated accuracy of +/- 6 seconds.
 FX4436
 FX4436.The orthometric height was computed from unverified reset data.
 FX4436.No vertical observational check was made to the station.
 FX4436
 FX4436.The geoid height was determined by GEOID03.
 FX4436
 FX4436;                    North         East    Units  Estimated Accuracy
 FX4436;SPC VA S     - 1,055,890.    3,593,760.      MT  (+/- 180 meters Scaled)
 FX4436
 FX4436                          SUPERSEDED SURVEY CONTROL
 FX4436
 FX4436  NGVD 29 (03/21/06)   46.53   (m)          152.7    (f) RESET       3  
 FX4436
 FX4436.Superseded values are not recommended for survey control.
 FX4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4436.See file dsdata.txt to determine how the superseded data were derived.
 FX4436
 FX4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF816790(NAD 83)
 FX4436_MARKER: DR = REFERENCE MARK DISK
 FX4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4436_SP_SET: CONCRETE POST
 FX4436_STAMPING: BAILEY 1959 NO 3 1985
 FX4436_MARK LOGO: NGS   
 FX4436_PROJECTION: RECESSED 6 CENTIMETERS
 FX4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4436+STABILITY: SURFACE MOTION
 FX4436
 FX4436  HISTORY     - Date     Condition        Report By
 FX4436  HISTORY     - 1985     MONUMENTED       NGS
 FX4436  HISTORY     - 19971003 GOOD             USPSQD
 FX4436  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX4436
 FX4436                          STATION DESCRIPTION
 FX4436
 FX4436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FX4436'1.0 KM (0.60 MI) NORTH FROM JARRETT.
 FX4436'1.76 KM (1.10 MI) NORTHERLY ON U.S. HIGHWAY 301 FROM THE INTERSECTION
 FX4436'OF STATE ROAD 646 AT THE EAST EDGE OF JARRETT, TO A GRAVELED ROAD AND
 FX4436'THE MARK ON THE LEFT, 6.6 M (21.7 FT) SOUTHWEST OF THE CENTER OF THE
 FX4436'GRAVELED ROAD, 14.8 M (48.6 FT) NORTH OF POWER POLE NO A89-FO97 AND
 FX4436'23.4 M (76.8 FT) NORTHWEST OF THE CENTER OF U.S. 301.
 FX4436'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 FX4436
 FX4436                          STATION RECOVERY (1997)
 FX4436
 FX4436'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4436'RECOVERED IN GOOD CONDITION.
 FX4436
 FX4436                          STATION RECOVERY (2002)
 FX4436
 FX4436'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX4436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4364 ***********************************************************************
 GV4364  DESIGNATION -  BAILEY VFC 1930
 GV4364  PID         -  GV4364
 GV4364  STATE/COUNTY-  VA/GLOUCESTER
 GV4364  USGS QUAD   -  WARE NECK (1980)
 GV4364
 GV4364                         *CURRENT SURVEY CONTROL
 GV4364  ___________________________________________________________________
 GV4364* NAD 83(1993)-  37 23 13.21098(N)    076 27 40.57369(W)     ADJUSTED  
 GV4364* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4364  ___________________________________________________________________
 GV4364  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 GV4364  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 GV4364
 GV4364  HORZ ORDER  -  THIRD
 GV4364
 GV4364.The horizontal coordinates were established by classical geodetic methods
 GV4364.and adjusted by the National Geodetic Survey in September 1995..
 GV4364
 GV4364.The orthometric height was scaled from a topographic map.
 GV4364
 GV4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4364
 GV4364.The geoid height was determined by GEOID03.
 GV4364
 GV4364;                    North         East     Units Scale Factor Converg.
 GV4364;SPC VA S     - 1,118,880.187 3,680,522.991   MT  0.99994546   +1 14 14.5
 GV4364;SPC VA S     - 3,670,859.41 12,075,182.51   sFT  0.99994546   +1 14 14.5
 GV4364;UTM  18      - 4,138,807.033   370,640.093   MT  0.99980613   -0 53 14.6
 GV4364
 GV4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4364!SPC VA S     -   1.00000563  x   0.99994546  =   0.99995109
 GV4364!UTM  18      -   1.00000563  x   0.99980613  =   0.99981176
 GV4364
 GV4364:                Primary Azimuth Mark                     Grid Az
 GV4364:SPC VA S     -  HORSE VFC 1930                           320 45 27.4
 GV4364:UTM  18      -  HORSE VFC 1930                           322 52 56.5
 GV4364
 GV4364|---------------------------------------------------------------------|
 GV4364| PID    Reference Object                     Distance      Geod. Az  |
 GV4364|                                                           dddmmss.s |
 GV4364| GV4381 HORSE VFC 1930                      APPROX. 0.7 KM 3215941.9 |
 GV4364|---------------------------------------------------------------------|
 GV4364
 GV4364                          SUPERSEDED SURVEY CONTROL
 GV4364
 GV4364  NAD 83(1993)-  37 23 13.21416(N)    076 27 40.57674(W) AD(       ) 3
 GV4364  NAD 83(1986)-  37 23 13.22339(N)    076 27 40.60377(W) AD(       ) 3
 GV4364  NAD 27      -  37 23 12.72600(N)    076 27 41.78500(W) AD(       ) 3
 GV4364
 GV4364.Superseded values are not recommended for survey control.
 GV4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4364.See file dsdata.txt to determine how the superseded data were derived.
 GV4364
 GV4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7064038807(NAD 83)
 GV4364_MARKER: Z = SEE DESCRIPTION
 GV4364_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GV4364_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4364
 GV4364  HISTORY     - Date     Condition        Report By
 GV4364  HISTORY     - 1930     MONUMENTED       VACF
 GV4364  HISTORY     - 1944     GOOD             CGS
 GV4364  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4364
 GV4364                          STATION DESCRIPTION
 GV4364
 GV4364'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4364'STATION FOUND MARKED BY 4-INCH TERRA-COTTA PIPE AT THIS POINT.
 GV4364'REPLACED WITH 4-FOOT LENGTH OF 1-INCH GALVANIZED-IRON PIPE
 GV4364'IN CENTER OF TERRA-COTTA PIPE FILLED WITH CEMENT AND SURROUNDED
 GV4364'BY A BLOCK OF CONCRETE.
 GV4364
 GV4364                          STATION RECOVERY (1944)
 GV4364
 GV4364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4364'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4364'IS CORRECT AND ADEQUATE.  THE MARK IS 7 METERS INSHORE (NW)
 GV4364'OF HIGH-WATER LINE, JUST E OF A GROUP OF CEDARS, AND EXTENDS
 GV4364'ABOVE THE GROUND, MAKING IT EASY TO FIND.  THE STATION IS
 GV4364'ON THE W SIDE OF THE WARE RIVER, ON A POINT NW OF JARVIS POINT
 GV4364'WHERE THE RIVER BECOMES NARROW.
 GV4364
 GV4364                          STATION RECOVERY (2002)
 GV4364
 GV4364'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4731 ***********************************************************************
 HV4731  DESIGNATION -  BAILEYS CROSSRD CALVARY BAP CH
 HV4731  PID         -  HV4731
 HV4731  STATE/COUNTY-  VA/FAIRFAX
 HV4731  USGS QUAD   -  ALEXANDRIA (1994)
 HV4731
 HV4731                         *CURRENT SURVEY CONTROL
 HV4731  ___________________________________________________________________
 HV4731* NAD 83(1993)-  38 50 42.72992(N)    077 06 51.68393(W)     ADJUSTED  
 HV4731* NAVD 88     -                                                        
 HV4731  ___________________________________________________________________
 HV4731  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HV4731  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV4731
 HV4731  HORZ ORDER  -  THIRD
 HV4731
 HV4731.The horizontal coordinates were established by classical geodetic methods
 HV4731.and adjusted by the National Geodetic Survey in November 1994..
 HV4731
 HV4731
 HV4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4731
 HV4731.The geoid height was determined by GEOID03.
 HV4731
 HV4731;                    North         East     Units Scale Factor Converg.
 HV4731;SPC VA N     - 2,131,724.987 3,620,284.577   MT  0.99995626   +0 51 53.3
 HV4731;SPC VA N     - 6,993,834.39 11,877,550.32   sFT  0.99995626   +0 51 53.3
 HV4731;UTM  18      - 4,301,722.891   316,506.914   MT  1.00001462   -1 19 35.5
 HV4731
 HV4731                          SUPERSEDED SURVEY CONTROL
 HV4731
 HV4731  NAD 83(1993)-  38 50 42.72859(N)    077 06 51.68614(W) AD(       ) 4
 HV4731  NAD 83(1986)-  38 50 42.72870(N)    077 06 51.69631(W) AD(       ) 4
 HV4731  NAD 27      -  38 50 42.32456(N)    077 06 52.76877(W) AD(       ) 3
 HV4731
 HV4731.Superseded values are not recommended for survey control.
 HV4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4731.See file dsdata.txt to determine how the superseded data were derived.
 HV4731
 HV4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1650701723(NAD 83)
 HV4731_MARKER: 90 = CHURCH SPIRE
 HV4731
 HV4731  HISTORY     - Date     Condition        Report By
 HV4731  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4731  HISTORY     - 20030819 GOOD             GEOCAC
 HV4731
 HV4731                          STATION DESCRIPTION
 HV4731
 HV4731'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4731'THE STATION IS THE TOP CENTER OF THE BRONZE SPIRE OF THE BAILEYS
 HV4731'CROSSROADS CALVARY BAPTIST CHURCH.  THE STATION IS ABOUT 76 FEET
 HV4731'ABOVE THE GROUND.
 HV4731'
 HV4731'THE STATION IS LOCATED AT THE INTERSECTION OF LEESBURG TURNPIKE AND
 HV4731'SOUTH GEORGE MASON DRIVE.
 HV4731
 HV4731                          STATION RECOVERY (2003)
 HV4731
 HV4731'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4039 ***********************************************************************
 FX4039  CBN         -  This is a Cooperative Base Network Control Station.
 FX4039  DESIGNATION -  BAINES
 FX4039  PID         -  FX4039
 FX4039  STATE/COUNTY-  VA/C OF SUFFOLK
 FX4039  USGS QUAD   -  SUFFOLK (1997)
 FX4039
 FX4039                         *CURRENT SURVEY CONTROL
 FX4039  ___________________________________________________________________
 FX4039* NAD 83(1993)-  36 40 11.74343(N)    076 33 35.15942(W)     ADJUSTED  
 FX4039* NAVD 88     -        17.9    (meters)      59.     (feet)  GPS OBS   
 FX4039  ___________________________________________________________________
 FX4039  X           -   1,190,496.861 (meters)                     COMP
 FX4039  Y           -  -4,981,663.057 (meters)                     COMP
 FX4039  Z           -   3,788,065.138 (meters)                     COMP
 FX4039  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 FX4039  ELLIP HEIGHT-         -18.52  (meters)          (07/14/04) GPS OBS
 FX4039  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FX4039
 FX4039  HORZ ORDER  -  A
 FX4039  ELLP ORDER  -  THIRD     CLASS II
 FX4039
 FX4039.The horizontal coordinates were established by GPS observations
 FX4039.and adjusted by the National Geodetic Survey in July 2004..
 FX4039
 FX4039.The orthometric height was determined by GPS observations and a
 FX4039.high-resolution geoid model.
 FX4039
 FX4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4039
 FX4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4039
 FX4039.The ellipsoidal height was determined by GPS observations
 FX4039.and is referenced to NAD 83.
 FX4039
 FX4039.The geoid height was determined by GEOID03.
 FX4039
 FX4039;                    North         East     Units Scale Factor Converg.
 FX4039;SPC VA S     - 1,039,136.035 3,673,438.141   MT  1.00001897   +1 10 39.3
 FX4039;SPC VA S     - 3,409,232.14 12,051,938.30   sFT  1.00001897   +1 10 39.3
 FX4039;SPC NC       -   326,625.282   827,762.920   MT  1.00017942   +1 24 30.3
 FX4039;SPC NC       - 1,071,603.11  2,715,752.18   sFT  1.00017942   +1 24 30.3
 FX4039;UTM  18      - 4,059,390.709   360,615.554   MT  0.99983935   -0 55 53.9
 FX4039
 FX4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4039!SPC VA S     -   1.00000291  x   1.00001897  =   1.00002188
 FX4039!SPC NC       -   1.00000291  x   1.00017942  =   1.00018233
 FX4039!UTM  18      -   1.00000291  x   0.99983935  =   0.99984226
 FX4039
 FX4039|---------------------------------------------------------------------|
 FX4039| PID    Reference Object                     Distance      Geod. Az  |
 FX4039|                                                           dddmmss.s |
 FX4039| DC8046 BAINES RM 1                          47.634 METERS 00758     |
 FX4039| DC8047 BAINES RM 2                          46.468 METERS 27639     |
 FX4039| DC8048 BAINES RM 3                                        3590320.0 |
 FX4039|---------------------------------------------------------------------|
 FX4039
 FX4039                          SUPERSEDED SURVEY CONTROL
 FX4039
 FX4039  ELLIP H (09/24/02)  -18.49   (m)                       GP(       ) 4 1
 FX4039  NAD 83(1993)-  36 40 11.74351(N)    076 33 35.15944(W) AD(       ) A
 FX4039  ELLIP H (08/14/01)  -18.52   (m)                       GP(       ) 4 1
 FX4039  NAD 83(1993)-  36 40 11.74716(N)    076 33 35.16228(W) AD(       ) 1
 FX4039  NAD 83(1986)-  36 40 11.75251(N)    076 33 35.18981(W) AD(       ) 1
 FX4039  NAD 27      -  36 40 11.21200(N)    076 33 36.36700(W) AD(       ) 1
 FX4039
 FX4039.Superseded values are not recommended for survey control.
 FX4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4039.See file dsdata.txt to determine how the superseded data were derived.
 FX4039
 FX4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6061659391(NAD 83)
 FX4039_MARKER: DS = TRIANGULATION STATION DISK
 FX4039_SETTING: 0 = UNSPECIFIED SETTING
 FX4039_STAMPING: BAINES 1933
 FX4039_MARK LOGO: CGS   
 FX4039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4039+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 FX4039
 FX4039  HISTORY     - Date     Condition        Report By
 FX4039  HISTORY     - 1933     MONUMENTED       CGS
 FX4039  HISTORY     - 1944     GOOD             CGS
 FX4039  HISTORY     - 1944     GOOD             CGS
 FX4039  HISTORY     - 1960     GOOD             CGS
 FX4039  HISTORY     - 1972     GOOD             NGS
 FX4039  HISTORY     - 1977     GOOD             NGS
 FX4039  HISTORY     - 20000301 GOOD             VADOT
 FX4039  HISTORY     - 20010717 GOOD             VADOT
 FX4039
 FX4039                          STATION DESCRIPTION
 FX4039
 FX4039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4039'STATION IS ON THE LAND OF J.C. BAINES, ABOUT 4 MILES SSE OF
 FX4039'SUFFOLK, 42 FEET W OF THE CENTER LINE OF A HIGHWAY, AND 17 FEET
 FX4039'N OF THE CENTER LINE OF LANE.  IT PROJECTS ABOUT 6 INCHES ABOVE
 FX4039'THE GROUND.
 FX4039'
 FX4039'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 FX4039'IN CONCRETE.
 FX4039'
 FX4039'REFERENCE MARK 1 IS 18 FEET W OF THE CENTER LINE OF THE HIGHWAY.
 FX4039'
 FX4039'REFERENCE MARK 2 IS 194 FEET W OF THE CENTER LINE OF THE HIGHWAY
 FX4039'AND 30 FEET FROM CENTER LINE OF LANE IN THE FENCELINE OF LANE.
 FX4039'
 FX4039'REFERENCE MARK 3 IS 35 FEET S OF FIELD-SEPARATING LINE MARKED BY
 FX4039'FENCE ON E SIDE OF HIGHWAY AND BY A DRAINAGE DITCH ON W SIDE OF
 FX4039'HIGHWAY, 21 FEET E OF CENTER LINE OF HIGHWAY, AND 3 FEET S OF A
 FX4039'TELEPHONE POLE.
 FX4039'
 FX4039'TO REACH STATION FROM SUFFOLK, GO E ON EAST WASHINGTON STREET
 FX4039'FROM ITS INTERSECTION WITH MAIN STREET FOR A DISTANCE OF 0.7 MILE
 FX4039'AND TURN RIGHT AT Y-FORK.  FROM HERE GO 4.0 MILES TO THE LANE ON
 FX4039'W SIDE OF HIGHWAY.  THIS LANE IS THE ENTRANCE ROAD TO MR. BAINES
 FX4039'PLACE.  THERE IS ANOTHER MAPLE-BORDERED LANE ON THE E SIDE OF
 FX4039'HIGHWAY AND 75 FEET FURTHER S.  TURN RIGHT (W) INTO MR. BAINES
 FX4039'PLACE AND THE STATION IS HERE.
 FX4039'
 FX4039'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 FX4039
 FX4039                          STATION RECOVERY (1944)
 FX4039
 FX4039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4039'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN
 FX4039'GOOD CONDITION.  DESCRIPTION FOR REACHING THE STATION WAS FOUND TO
 FX4039'BE EXCELLENT.  MEASUREMENTS TAKEN AT STATION CHECKED THE ORIGINAL
 FX4039'MEASUREMENTS WITH THE FOLLOWING EXCEPTION--REFERENCE MARK 2 WAS
 FX4039'FOUND TO BE 152.453 FEET FROM THE STATION INSTEAD OF 152.24 FEET.
 FX4039
 FX4039                          STATION RECOVERY (1944)
 FX4039
 FX4039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX4039'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 FX4039'1933.
 FX4039
 FX4039                          STATION RECOVERY (1960)
 FX4039
 FX4039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4039'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED IN
 FX4039'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS CHECKED
 FX4039'AND WAS FOUND TO BE 152.453 AS STATED IN 1944 BY J.B. JR.  THE TO
 FX4039'REACH THE STATION IS ADEQUATE.  THE AZIMUTH MARK IS 1 FOOT
 FX4039'WEST OF A CGS WITNESS SIGN.
 FX4039
 FX4039                          STATION RECOVERY (1972)
 FX4039
 FX4039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FX4039'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FX4039'GOOD CONDITION.  STATION AND REFERENCE MARK NO. 2 ARE NOW IN
 FX4039'CULTIVATED FIELD.  THE HOUSE AT THE END OF THE LANE IS NO LONGER
 FX4039'OCCUPIED AND THE LANE HAS BECOME JUST A FIELD ROAD.
 FX4039'
 FX4039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSE OF
 FX4039'SUFFOLK.
 FX4039
 FX4039                          STATION RECOVERY (1977)
 FX4039
 FX4039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RLW)
 FX4039'STATION, RMS AND AZIMUTH ALL FOUND IN GOOD CONDITION.
 FX4039
 FX4039                          STATION RECOVERY (2000)
 FX4039
 FX4039'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (WF)
 FX4039'RECOVERED ESSENTIALLY AS DESCRIBED, 0.55 M (1.80 FT) BELOW GROUND.
 FX4039'MARK OCCUPIED FOR THE VA FBN/CBN PROJECTE IS SUSPECTED TO BE THE
 FX4039'UNDERGROUND MARK, SURFACE MARK HAVING BEEN REMOVED BY FARMING
 FX4039'OPERATIONS.  THERE WAS NO WAY TO CONFIRM THIS.
 FX4039
 FX4039                          STATION RECOVERY (2001)
 FX4039
 FX4039'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FX4039'THE STATION IS LOCATED IN SUFFOLK.  TO REACH THE STATION FROM THE
 FX4039'INTERSECTION OF EAST
 FX4039'WASHINGTON STREET AND MAIN STREET IN SUFFOLK.  GO EAST ON WASHINGTON
 FX4039'STREET FOR 0.7
 FX4039'MILES TO A Y-FORK.  TURN RIGHT, SOUTH FOR 4.0 MILES TO A FARM LANE
 FX4039'BETWEEN TWO
 FX4039'CULTIVATED FIELDS ON THE RIGHT.  THE STATION IS 12.67 METERS (41.6 FT)
 FX4039'WEST OF THE
 FX4039'CENTERLINE OF WHITE MARSH ROAD, 33.22 METERS (109.0 FT) NORTHWEST FROM
 FX4039'A GUY ANCHOR,
 FX4039'8.53 METERS (28.0 FT) NORTHWEST OF A 20-INCH MAPLE TREE, 16.76 METERS
 FX4039'(55.0 FT) NORTHWEST
 FX4039'OF A VIRGINIA POWER POLE NUMBER 80, 2.74 METERS (9.0 FT) NORTH OF THE
 FX4039'CENTER OF FARM LANE.
 FX4039'STATION IS IN A 0.18 METER (0.6 FT) PVC PIPE.
 FX4039' 
 FX4039' 
 FX4039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3940 ***********************************************************************
 GV3940  DESIGNATION -  BAKE
 GV3940  PID         -  GV3940
 GV3940  STATE/COUNTY-  VA/C OF POQUOSON
 GV3940  USGS QUAD   -  HAMPTON (1986)
 GV3940
 GV3940                         *CURRENT SURVEY CONTROL
 GV3940  ___________________________________________________________________
 GV3940* NAD 83(1993)-  37 07 23.93998(N)    076 17 50.46343(W)     ADJUSTED  
 GV3940* NAVD 88     -                                                        
 GV3940  ___________________________________________________________________
 GV3940  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 GV3940  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 GV3940
 GV3940  HORZ ORDER  -  THIRD
 GV3940
 GV3940.The horizontal coordinates were established by classical geodetic methods
 GV3940.and adjusted by the National Geodetic Survey in September 1995..
 GV3940
 GV3940
 GV3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3940
 GV3940.The geoid height was determined by GEOID03.
 GV3940
 GV3940;                    North         East     Units Scale Factor Converg.
 GV3940;SPC VA S     - 1,089,951.166 3,695,717.717   MT  0.99995443   +1 20 12.6
 GV3940;SPC VA S     - 3,575,948.12 12,125,033.88   sFT  0.99995443   +1 20 12.6
 GV3940;UTM  18      - 4,109,339.995   384,750.798   MT  0.99976362   -0 46 59.1
 GV3940
 GV3940                          SUPERSEDED SURVEY CONTROL
 GV3940
 GV3940  NAD 83(1986)-  37 07 23.94461(N)    076 17 50.49939(W) AD(       ) 4
 GV3940  NAD 27      -  37 07 23.42900(N)    076 17 51.70200(W) AD(       ) 3
 GV3940
 GV3940.Superseded values are not recommended for survey control.
 GV3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3940.See file dsdata.txt to determine how the superseded data were derived.
 GV3940
 GV3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8475109340(NAD 83)
 GV3940_MARKER: 57 = LOOKOUT TOWER
 GV3940
 GV3940  HISTORY     - Date     Condition        Report By
 GV3940  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV3940  HISTORY     - 1952     GOOD             CGS
 GV3940
 GV3940                          STATION DESCRIPTION
 GV3940
 GV3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV3940'THIS STATION IS THE CENTER OF THE TOP OF A STEEL OBSERVATION
 GV3940'TOWER ON THE ARMY BOMBING GROUNDS W OF PLUMTREE POINT.  IT IS
 GV3940'THE CENTER OF THREE SIMILAR TOWERS AND IS APPROXIMATELY 0.9
 GV3940'MILE NNW OF NORTHEND POINT.
 GV3940'
 GV3940'IT WAS FIRST LOCATED BY RADIAL PLOT IN 1944 UNDER THE NAME
 GV3940'OF TOWER NO. 2.
 GV3940'
 GV3940'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 80 FEET.
 GV3940
 GV3940                          STATION RECOVERY (1952)
 GV3940
 GV3940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV3940'THIS STATION WAS RECOVERED AS DESCRIBED.  THERE ARE NOW
 GV3940'ONLY TWO TOWERS, STATION BAKE HAS BEEN REMOVED.  THIS
 GV3940'STATION IS NOW THE N OF TWO OBSERVING TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1325 ***********************************************************************
 GW1325  DESIGNATION -  BAKER
 GW1325  PID         -  GW1325
 GW1325  STATE/COUNTY-  VA/BOTETOURT
 GW1325  USGS QUAD   -  VILLAMONT (1985)
 GW1325
 GW1325                         *CURRENT SURVEY CONTROL
 GW1325  ___________________________________________________________________
 GW1325* NAD 83(1993)-  37 25 28.67665(N)    079 52 06.27431(W)     ADJUSTED  
 GW1325* NAVD 88     -       456.096  (meters)    1496.38   (feet)  ADJUSTED  
 GW1325  ___________________________________________________________________
 GW1325  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GW1325  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1325  DYNAMIC HT  -         455.716 (meters)    1495.13  (feet)  COMP
 GW1325  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GW1325
 GW1325  HORZ ORDER  -  SECOND
 GW1325  VERT ORDER  -  FIRST     CLASS II
 GW1325
 GW1325.The horizontal coordinates were established by classical geodetic methods
 GW1325.and adjusted by the National Geodetic Survey in September 1995..
 GW1325
 GW1325.The orthometric height was determined by differential leveling
 GW1325.and adjusted by the National Geodetic Survey in June 1991..
 GW1325
 GW1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1325
 GW1325.The geoid height was determined by GEOID03.
 GW1325
 GW1325.The dynamic height is computed by dividing the NAVD 88
 GW1325.geopotential number by the normal gravity value computed on the
 GW1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1325.degrees latitude (g = 980.6199 gals.).
 GW1325
 GW1325.The modeled gravity was interpolated from observed gravity values.
 GW1325
 GW1325;                    North         East     Units Scale Factor Converg.
 GW1325;SPC VA S     - 1,121,984.709 3,378,887.061   MT  0.99994590   -0 49 49.9
 GW1325;SPC VA S     - 3,681,044.83 11,085,565.30   sFT  0.99994590   -0 49 49.9
 GW1325;UTM  17      - 4,142,580.821   600,123.527   MT  0.99972348   +0 41 15.9
 GW1325
 GW1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1325!SPC VA S     -   0.99993351  x   0.99994590  =   0.99987942
 GW1325!UTM  17      -   0.99993351  x   0.99972348  =   0.99965701
 GW1325
 GW1325:                Primary Azimuth Mark                     Grid Az
 GW1325:SPC VA S     -  GRAVEL HILL BAPTIST CH SPIRE             017 35 14.5
 GW1325:UTM  17      -  GRAVEL HILL BAPTIST CH SPIRE             016 04 08.7
 GW1325
 GW1325|---------------------------------------------------------------------|
 GW1325| PID    Reference Object                     Distance      Geod. Az  |
 GW1325|                                                           dddmmss.s |
 GW1325| GW2225 GRAVEL HILL BAPTIST CH SPIRE        APPROX. 3.2 KM 0164524.6 |
 GW1325| GW1322 BAKER AZ MK                         APPROX. 0.6 KM 0165155.4 |
 GW1325| GW1326 BAKER RM 1                            8.626 METERS 06604     |
 GW1325| GW1324 BAKER RM 2                            9.096 METERS 29253     |
 GW1325| GW1948 BAKER 2                              12.139 METERS 30510     |
 GW1325|---------------------------------------------------------------------|
 GW1325
 GW1325                          SUPERSEDED SURVEY CONTROL
 GW1325
 GW1325  NAD 83(1993)-  37 25 28.67693(N)    079 52 06.27384(W) AD(       ) 2
 GW1325  NAD 83(1986)-  37 25 28.67780(N)    079 52 06.28709(W) AD(       ) 2
 GW1325  NAD 27      -  37 25 28.20360(N)    079 52 07.14340(W) AD(       ) 2
 GW1325  NGVD 29 (??/??/92)  456.291  (m)         1497.01   (f) ADJ UNCH    1 2
 GW1325
 GW1325.Superseded values are not recommended for survey control.
 GW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1325.See file dsdata.txt to determine how the superseded data were derived.
 GW1325
 GW1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0012442581(NAD 83)
 GW1325_MARKER: DS = TRIANGULATION STATION DISK
 GW1325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1325_STAMPING: BAKER 1958
 GW1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1325
 GW1325  HISTORY     - Date     Condition        Report By
 GW1325  HISTORY     - 1958     MONUMENTED       CGS
 GW1325  HISTORY     - 1959     GOOD             NGS
 GW1325  HISTORY     - 1966     GOOD             CGS
 GW1325  HISTORY     - 1966     GOOD             NGS
 GW1325  HISTORY     - 1977     GOOD             NGS
 GW1325
 GW1325                          STATION DESCRIPTION
 GW1325
 GW1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW1325'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF TROUTVILLE AND
 GW1325'ON A BARE HILL OF PASTURE LAND OWNED BY MR. L.G. BAKER.  IT
 GW1325'IS 85 FEET EAST OF A LONE 8 INCH ELM TREE, 145 FEET EAST NORTHEAST
 GW1325'OF A FENCE LINE AND 29 FEET EAST NORTHEAST OF A METAL WITNESS
 GW1325'POST.  THE DISK IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE
 GW1325'THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED BAKER 1958.
 GW1325'
 GW1325'REFERENCE MARK NO. 1 IS 53 FEET NORTHEAST OF A METAL WITNESS
 GW1325'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE
 GW1325'DISK IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS
 GW1325'ABOUT 2 INCHES AND IS STAMPED BAKER NO 1 1958.
 GW1325'
 GW1325'REFERENCE MARK NO. 2 IS 58 FEET EAST OF A LONE 8 INCH ELM TREE,
 GW1325'134 FEET NORTH NORTHEAST OF A FENCE LINE, 2 FEET NORTH OF A
 GW1325'METAL WITNESS POST AND IS ABOUT 2 FEET LOWER IN ELEVATION
 GW1325'THAN THE STATION MARK.  THE DISK IS BRAZED TO THE TOP OF A
 GW1325'2 INCH IRON PIPE THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED
 GW1325'BAKER NO 2 1958.
 GW1325'
 GW1325'AZIMUTH MARK IS 57 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 GW1325'11, 14 FEET WEST OF A FENCE LINE, 11 FEET WEST OF A TELEPHONE
 GW1325'POLE AND 10 FEET WEST OF A METAL WITNESS POST.  THE DISK IS
 GW1325'SET IN A DRILL HOLE OF OUTCROPPING BEDROCK THAT IS ABOUT 10
 GW1325'FEET LONG, 2 FEET WIDE AND PROJECTS ABOUT 1 FOOT AND IS STAMPED
 GW1325'BAKER 1958.
 GW1325'
 GW1325'TO REACH THE STATION FROM THE SCHOOLHOUSE IN TROUTVILLE, GO
 GW1325'NORTHERLY ON U.S. HIGHWAY 11 FOR 0.8 MILE TO A SERVICE STATION
 GW1325'ON LEFT AND END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL, GO
 GW1325'EASTERLY UP STEEP HILL FOR ABOUT 10 MINUTES TO TOP OF HILL AND
 GW1325'STATION.  CONTINUE NORTHERLY ON U.S. HIGHWAY 11 FOR 0.2 MILE
 GW1325'TO AZIMUTH MARK ON LEFT.
 GW1325'
 GW1325'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GW1325
 GW1325                          STATION RECOVERY (1959)
 GW1325
 GW1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GW1325'0.9 MI NE FROM TROUTVILLE.
 GW1325'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1325'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.2 MILE SOUTHEAST AND UPHILL,
 GW1325'ON TOP OF A BARE HILL OF PASTURE LAND ACROSS HIGHWAY 11 FROM
 GW1325'BASHAMS 66 SERVICE STATION, 29.9 FEET EAST-SOUTHEAST OF RM 2,
 GW1325'28.3 FEET SOUTH OF RM 1, AND BRAZED ON TOP OF A 2-INCH IRON
 GW1325'PIPE PROJECTING 3 INCHES.
 GW1325
 GW1325                          STATION RECOVERY (1966)
 GW1325
 GW1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 GW1325'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GW1325'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE PUBLISHED DESCRIPTION
 GW1325'IS GOOD.
 GW1325
 GW1325                          STATION RECOVERY (1966)
 GW1325
 GW1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW1325'RECOVERED IN GOOD CONDITION.
 GW1325
 GW1325                          STATION RECOVERY (1977)
 GW1325
 GW1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GW1325'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 AND THE
 GW1325'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 GW1325'REFERENCE MARK 1 CHECKED THE 1958 DISTANCE AND THE DIRECTION WAS
 GW1325'FOUND GREATER BY 50 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS
 GW1325'FOUND TO BE GREATER BY 0.006 METERS AND THE DIRECTION LESS BY 51
 GW1325'SECONDS WHEN COMPAIRED TO THE 1958 DATA.
 GW1325'
 GW1325'THE STATION AND REFERENCE MARKS WERE DESTROYED AND BAKER 2 AND
 GW1325'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THE REQUEST OF THE
 GW1325'PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1948 ***********************************************************************
 GW1948  DESIGNATION -  BAKER 2
 GW1948  PID         -  GW1948
 GW1948  STATE/COUNTY-  VA/BOTETOURT
 GW1948  USGS QUAD   -  VILLAMONT (1985)
 GW1948
 GW1948                         *CURRENT SURVEY CONTROL
 GW1948  ___________________________________________________________________
 GW1948* NAD 83(1993)-  37 25 28.90340(N)    079 52 06.67794(W)     ADJUSTED  
 GW1948* NAVD 88     -       454.68   (+/-2cm)    1491.7    (feet)  VERTCON   
 GW1948  ___________________________________________________________________
 GW1948  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GW1948  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1948
 GW1948  HORZ ORDER  -  SECOND
 GW1948  VERT ORDER  -  THIRD ? (See Below)
 GW1948
 GW1948.The horizontal coordinates were established by classical geodetic methods
 GW1948.and adjusted by the National Geodetic Survey in September 1995..
 GW1948
 GW1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1948.The vertical order pertains to the NGVD 29 superseded value.
 GW1948
 GW1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1948
 GW1948.The geoid height was determined by GEOID03.
 GW1948
 GW1948;                    North         East     Units Scale Factor Converg.
 GW1948;SPC VA S     - 1,121,991.842 3,378,877.240   MT  0.99994590   -0 49 50.1
 GW1948;SPC VA S     - 3,681,068.23 11,085,533.08   sFT  0.99994590   -0 49 50.1
 GW1948;UTM  17      - 4,142,587.690   600,113.523   MT  0.99972346   +0 41 15.6
 GW1948
 GW1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1948!SPC VA S     -   0.99993374  x   0.99994590  =   0.99987964
 GW1948!UTM  17      -   0.99993374  x   0.99972346  =   0.99965721
 GW1948
 GW1948:                Primary Azimuth Mark                     Grid Az
 GW1948:SPC VA S     -  GRAVEL HILL BAPTIST CH SPIRE             017 47 36.9
 GW1948:UTM  17      -  GRAVEL HILL BAPTIST CH SPIRE             016 16 31.2
 GW1948
 GW1948|---------------------------------------------------------------------|
 GW1948| PID    Reference Object                     Distance      Geod. Az  |
 GW1948|                                                           dddmmss.s |
 GW1948| GW2225 GRAVEL HILL BAPTIST CH SPIRE        APPROX. 3.2 KM 0165746.8 |
 GW1948| GW1322 BAKER AZ MK                         APPROX. 0.6 KM 0180211.1 |
 GW1948| GW1950 BAKER 2 RM 4                          7.316 METERS 07233     |
 GW1948| GW1325 BAKER                                12.139 METERS 12510     |
 GW1948| GW1949 BAKER 2 RM 3                          9.165 METERS 26132     |
 GW1948|---------------------------------------------------------------------|
 GW1948
 GW1948                          SUPERSEDED SURVEY CONTROL
 GW1948
 GW1948  NAD 83(1993)-  37 25 28.90368(N)    079 52 06.67747(W) AD(       ) 2
 GW1948  NAD 83(1986)-  37 25 28.90453(N)    079 52 06.69068(W) AD(       ) 2
 GW1948  NAD 27      -  37 25 28.43036(N)    079 52 07.54701(W) AD(       ) 2
 GW1948  NGVD 29 (07/19/86)  454.87   (m)         1492.4    (f) LEVELING    3  
 GW1948
 GW1948.Superseded values are not recommended for survey control.
 GW1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1948.See file dsdata.txt to determine how the superseded data were derived.
 GW1948
 GW1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0011442588(NAD 83)
 GW1948_MARKER: DS = TRIANGULATION STATION DISK
 GW1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1948_STAMPING: BAKER 2 1977
 GW1948_PROJECTION: PROJECTING 3 CENTIMETERS
 GW1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1948+STABILITY: SURFACE MOTION
 GW1948
 GW1948  HISTORY     - Date     Condition        Report By
 GW1948  HISTORY     - 1977     MONUMENTED       NGS
 GW1948  HISTORY     - 1977     GOOD             NGS
 GW1948
 GW1948                          STATION DESCRIPTION
 GW1948
 GW1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GW1948'THE STATION IS ABOUT 3/4 MILE NORTH OF TROUTVILLE ON A HILL, AT
 GW1948'THE HOME OF MR. H. T. GRINDSTAFF.
 GW1948'
 GW1948'TO REACH THE STATION FROM THE SCHOOLHOUSE IN TROUTVILLE, GO
 GW1948'NORTHERLY ON U.S. HIGHWAY 11 FOR 0.8 MILE TO A SERVICE STATION ON
 GW1948'THE LEFT AND A DRIVEWAY ON THE RIGHT, TO REACH THE AZIMUTH MARK FROM
 GW1948'THIS POINT, GO NORTHERLY ON U.S. HIGHWAY 11 FOR 0.2 MILE TO THE MARK
 GW1948'ON THE LEFT.  TURN RIGHT AND GO EASTERLY ON THE DRIVEWAY FOR 0.5
 GW1948'MILE TO THE HOME OF MR. H.T. GRANDSTAFF AND THE STATION.
 GW1948'
 GW1948'THE STATION MARKS ARE STANDARD DISKS STAMPED---BAKER 2 1977---SET
 GW1948'IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND
 GW1948'PROJECTS 1 INCH.  IT IS 33 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 GW1948'A PROPOSED SWIMMING POOL AND 27 FEET NORTH OF THE NORTHWEST CORNER OF
 GW1948'THE POOL.  UNDERGROUND MARK SET 3 FEET BELOW SURFACE.
 GW1948'
 GW1948'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BAKER 2 NO 3 1977---
 GW1948'SET IN CEMENTED FLUSH IN A CRACK IN A ROCK OUTCROP THAT PROJECTS 2
 GW1948'INCHES.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POOL.
 GW1948'
 GW1948'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BAKER 2 NO 4 1977---
 GW1948'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 GW1948'AND PROJECTS 1-INCH.  IT IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER
 GW1948'OF THE HOUSE AND 21 FEET NORTH OF THE NORTHEAST CORNER OF THE POOL.
 GW1948'
 GW1948'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BAKER 1958---CEMENTED
 GW1948'IN A DRILL HOLE IN OUTCROPPING ROCK THAT HAS AN EXPOSED AREA OF
 GW1948'10 X 2 FEET AND PROJECTS 1 FOOT.  IT IS 57 FEET WEST OF THE
 GW1948'CENTERLINE OF U.S. HIGHWAY 11, 14 FEET WEST OF A FENCELINE, 11 FEET
 GW1948'WEST OF A TELEPHONE POLE AND 10 FEET WEST OF A METAL WITNESS POST.
 GW1948
 GW1948                          STATION RECOVERY (1977)
 GW1948
 GW1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GW1948'1.3 MI NE FROM TROUTVILLE.
 GW1948'FROM THE SCHOOL HOUSE IN TROUTVILLE, GO NORTHERLY ON U.S. HIGHWAY
 GW1948'11 FOR 0.8 MILE TO A SERVICE STATION ON THE LEFT AND A DRIVEWAY
 GW1948'ON THE RIGHT TURN RIGHT AND GO EASTERLY ON THE DRIVEWAY FOR 0.5 MILE
 GW1948'TO THE HOME OF MR. H.T. GRANDSTAFF, 38 FEET NORTHWEST OF THE
 GW1948'NORTHWEST CORNER OF A PROPOSED SWIMMING POOL AND 27 FEET NORTH OF
 GW1948'THE NORTHWEST CORNER OF POOL UNDERGROUND MARK SET 3 FEET BELOW
 GW1948'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1322 ***********************************************************************
 GW1322  DESIGNATION -  BAKER AZ MK
 GW1322  PID         -  GW1322
 GW1322  STATE/COUNTY-  VA/BOTETOURT
 GW1322  USGS QUAD   -  VILLAMONT (1985)
 GW1322
 GW1322                         *CURRENT SURVEY CONTROL
 GW1322  ___________________________________________________________________
 GW1322* NAD 83(1993)-  37 25 46.     (N)    079 51 59.     (W)     SCALED    
 GW1322* NAVD 88     -       409.298  (meters)    1342.84   (feet)  ADJUSTED  
 GW1322  ___________________________________________________________________
 GW1322  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1322  DYNAMIC HT  -         408.957 (meters)    1341.72  (feet)  COMP
 GW1322  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 GW1322
 GW1322  VERT ORDER  -  FIRST     CLASS II
 GW1322
 GW1322.The horizontal coordinates were scaled from a topographic map and have
 GW1322.an estimated accuracy of +/- 6 seconds.
 GW1322
 GW1322.The orthometric height was determined by differential leveling
 GW1322.and adjusted by the National Geodetic Survey in June 1991..
 GW1322
 GW1322.The geoid height was determined by GEOID03.
 GW1322
 GW1322.The dynamic height is computed by dividing the NAVD 88
 GW1322.geopotential number by the normal gravity value computed on the
 GW1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1322.degrees latitude (g = 980.6199 gals.).
 GW1322
 GW1322.The modeled gravity was interpolated from observed gravity values.
 GW1322
 GW1322;                    North         East    Units  Estimated Accuracy
 GW1322;SPC VA S     - 1,122,520.    3,379,070.      MT  (+/- 180 meters Scaled)
 GW1322
 GW1322                          SUPERSEDED SURVEY CONTROL
 GW1322
 GW1322  NGVD 29 (??/??/92)  409.490  (m)         1343.47   (f) ADJ UNCH    1 2
 GW1322
 GW1322.Superseded values are not recommended for survey control.
 GW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1322.See file dsdata.txt to determine how the superseded data were derived.
 GW1322
 GW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB002431(NAD 83)
 GW1322_MARKER: DZ = AZIMUTH MARK DISK
 GW1322_SETTING: 66 = SET IN ROCK OUTCROP
 GW1322_SP_SET: ROCK OUTCROP
 GW1322_STAMPING: BAKER 1958
 GW1322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1322+STABILITY: POSITION/ELEVATION WELL
 GW1322
 GW1322  HISTORY     - Date     Condition        Report By
 GW1322  HISTORY     - 1958     MONUMENTED       CGS
 GW1322  HISTORY     - 1959     GOOD             NGS
 GW1322
 GW1322                          STATION DESCRIPTION
 GW1322
 GW1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1322'1 MI NE FROM TROUTVILLE.
 GW1322'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1322'SCHOOL AT TROUTVILLE, 57 FEET NORTHWEST OF THE CENTER LINE OF
 GW1322'THE HIGHWAY, 15 FEET NORTHWEST OF A WIRE FENCE, 11 1/2 FEET
 GW1322'NORTHWEST OF THE FIRST TELEPHONE POLE NORTHEAST OF THE SOUTHWEST
 GW1322'END OF ROCKY CUT, 95 YARDS NORTHEAST OF BENCH MARK S 368, IN
 GW1322'TOP OF A SLANTING RIDGE-LIKE 12-FOOT-LONG 2-FOOT WIDE AND
 GW1322'1-FOOT-HIGH ROCK OUTCROP, 10 1/2 FEET NORTHWEST OF A STEEL
 GW1322'WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2341 ***********************************************************************
 GW2341  DESIGNATION -  BAKER MOUNTAIN
 GW2341  PID         -  GW2341
 GW2341  STATE/COUNTY-  VA/PRINCE EDWARD
 GW2341  USGS QUAD   -  MADISONVILLE (1974)
 GW2341
 GW2341                         *CURRENT SURVEY CONTROL
 GW2341  ___________________________________________________________________
 GW2341* NAD 83(1993)-  37 12 09.22571(N)    078 38 40.95895(W)     ADJUSTED  
 GW2341* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 GW2341  ___________________________________________________________________
 GW2341  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GW2341  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GW2341
 GW2341  HORZ ORDER  -  FIRST
 GW2341
 GW2341.The horizontal coordinates were established by classical geodetic methods
 GW2341.and adjusted by the National Geodetic Survey in September 1995..
 GW2341
 GW2341.The orthometric height was scaled from a topographic map.
 GW2341
 GW2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2341
 GW2341.The geoid height was determined by GEOID03.
 GW2341
 GW2341;                    North         East     Units Scale Factor Converg.
 GW2341;SPC VA S     - 1,096,471.992 3,487,153.952   MT  0.99994952   -0 05 16.2
 GW2341;SPC VA S     - 3,597,341.86 11,440,770.92   sFT  0.99994952   -0 05 16.2
 GW2341;UTM  17      - 4,119,942.171   709,023.118   MT  1.00013823   +1 25 28.6
 GW2341
 GW2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2341!SPC VA S     -   0.99996899  x   0.99994952  =   0.99991851
 GW2341!UTM  17      -   0.99996899  x   1.00013823  =   1.00010721
 GW2341
 GW2341:                Primary Azimuth Mark                     Grid Az
 GW2341:SPC VA S     -  BAKER MOUNTAIN AZ MK                     188 53 12.0
 GW2341:UTM  17      -  BAKER MOUNTAIN AZ MK                     187 22 27.2
 GW2341
 GW2341|---------------------------------------------------------------------|
 GW2341| PID    Reference Object                     Distance      Geod. Az  |
 GW2341|                                                           dddmmss.s |
 GW2341| DC5106 BAKER MOUNTAIN AZ MK                               1884755.8 |
 GW2341| DC5108 BAKER MOUNTAIN RM 2                  24.090 METERS 20015     |
 GW2341| DC5107 BAKER MOUNTAIN RM 1                  26.567 METERS 31507     |
 GW2341|---------------------------------------------------------------------|
 GW2341
 GW2341                          SUPERSEDED SURVEY CONTROL
 GW2341
 GW2341  NAD 83(1993)-  37 12 09.22500(N)    078 38 40.95597(W) AD(       ) 1
 GW2341  NAD 83(1986)-  37 12 09.23157(N)    078 38 40.97304(W) AD(       ) 1
 GW2341  NAD 27      -  37 12 08.69900(N)    078 38 41.96800(W) AD(       ) 1
 GW2341
 GW2341.Superseded values are not recommended for survey control.
 GW2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2341.See file dsdata.txt to determine how the superseded data were derived.
 GW2341
 GW2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB0902319942(NAD 83)
 GW2341_MARKER: DS = TRIANGULATION STATION DISK
 GW2341_SETTING: 66 = SET IN ROCK OUTCROP
 GW2341
 GW2341  HISTORY     - Date     Condition        Report By
 GW2341  HISTORY     - 1941     MONUMENTED       CGS
 GW2341  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 GW2341  HISTORY     - 1954     MARK NOT FOUND   USGS
 GW2341  HISTORY     - 1955     MARK NOT FOUND   LOCSUR
 GW2341  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GW2341  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW2341
 GW2341                          STATION DESCRIPTION
 GW2341
 GW2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2341'STATION IS ON THE SUMMIT OF A PROMINENT WOODED HILL KNOWN AS
 GW2341'BAKER MOUNTAIN, LYING ABOUT 3/4 MILE N OF THE PRINCE
 GW2341'EDWARD-CHARLOTTE COUNTY LINE, APPROXIMATELY 15-1/2 MILES SW OF
 GW2341'FARMVILLE, 5 MILES SSE OF PAMPLIN ON PROPERTY OWNED BY
 GW2341'C.W. WRIGHT OF FARMVILLE.  IT IS NEAR THE E EDGE OF THE
 GW2341'SUMMIT, 0.1 MILE N OF AN ORE CRUSHING MILL, 16 FEET SSW OF A
 GW2341'15-INCH PINE TREE, THE LARGEST TREE AND THE ONLY PINE
 GW2341'TREE WITHIN 50 YARDS OF THE SUMMIT OF THE MOUNTAIN.  THE
 GW2341'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 GW2341'OUTCROPPING BEDROCK APPROXIMATELY 6 INCHES BY 3 FEET AND IT
 GW2341'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GW2341'THE DISK IS STAMPED BAKER MT. 1941.
 GW2341'
 GW2341'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 GW2341'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS NW OF THE STATION
 GW2341'1 FOOT FROM THE SW EDGE OF A 6- BY 12-FOOT AREA OF OUTCROPPING
 GW2341'BEDROCK.  THE DISK IS STAMPED BAKER MT. NO. 1 1941.
 GW2341'
 GW2341'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 GW2341'DRILL HOLE IN A BOULDER AND IS S OF THE STATION PROJECTING
 GW2341'ABOUT 1-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  THE DISK
 GW2341'IS STAMPED BAKER MT. NO. 2 1941.
 GW2341'
 GW2341'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 GW2341'IN , IS ABOUT 0.5 MILE S OF THE STATION, 0.1 MILE NW FROM
 GW2341'THE JUNCTION OF THE MINE ROAD AND COUNTY ROAD 681, 12 FEET
 GW2341'SE FROM THE CENTER LINE OF THE MINE ROAD.  THE DISK IS STAMPED
 GW2341'BAKER MT. 1941.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 GW2341'GO SE ON WOODS ROAD 0.1 MILE TO MINE ROAD, FOLLOW THE MINE
 GW2341'ROAD W 0.1 MILE THENCE S 0.4 MILE TO THE MARK ON THE LEFT.
 GW2341'
 GW2341'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 GW2341'IN DARLINGTON HEIGHTS, GO WSW ON COUNTY ROAD 665 FOR 2.45
 GW2341'MILES TO A POWER LINE SUB-STATION ON THE LEFT AND THE JUNCTION
 GW2341'WITH COUNTY ROAD 681 (GRAVEL) TURN RIGHT ON COUNTY ROAD 681
 GW2341'WESTERLY FOR 0.5 MILE TO ORE CRUSHING MILL, THEN TURN LEFT
 GW2341'AND FOLLOW A DIM WOODS ROAD FOR 0.1 MILE TO THE TOP OF THE
 GW2341'HILL AND THE STATION.
 GW2341'
 GW2341'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT WOODS MT.
 GW2341'
 GW2341'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT TUGGLE.
 GW2341'
 GW2341'A 50-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT PUGH.
 GW2341'
 GW2341'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT MT. LYLE.
 GW2341'
 GW2341'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT CHAP.
 GW2341'
 GW2341'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT FARREL.
 GW2341'
 GW2341'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT PAMPLIN.
 GW2341'
 GW2341'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GW2341
 GW2341                          STATION RECOVERY (1946)
 GW2341
 GW2341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946
 GW2341'LETTER FROM MR. N.K. KARCHMER, KYANITE MINING CORPORATION,
 GW2341'CULLEN, VIRGINIA, DATED 21 FEBRUARY 1946--
 GW2341'
 GW2341'STATION MARKER LOCATED ON BAKER MOUNTAIN IN PRINCE EDWARD COUNTY
 GW2341'WAS REMOVED IN THE COURSE OF OUR MINING OPERATIONS.
 GW2341'
 GW2341'REFERENCE MARKS 1 AND 2 ARE STILL INTACT AND IN PLACE.  SINCE
 GW2341'WE ARE NOT WORKING IN THIS AREA AT THIS TIME, IT IS NOT LIKELY
 GW2341'THAT THE TWO REFERENCE MARKS WILL BE DISTURBED INTENTIONALLY
 GW2341'IN THE NEAR FUTURE.
 GW2341'
 GW2341'STATION DISK RETURNED TO THIS OFFICE 25 FEBRUARY 1946.
 GW2341
 GW2341                          STATION RECOVERY (1954)
 GW2341
 GW2341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GW2341'TRIANGULATION STATION AND REFERENCE MARKS DESTROYED IN PROCESS
 GW2341'OF MINING BY THE KYANITE MINING CORP. OF CULLEN, VIRGINIA, ON
 GW2341'WHOSE PROPERTY THE STATION WAS LOCATED.
 GW2341
 GW2341                          STATION RECOVERY (1955)
 GW2341
 GW2341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (GD)
 GW2341'LETTER OF MR. GENE DIXON, KYANITE MINING CORP., CULLEN, VIRGINIA,
 GW2341'DATED NOVEMBER 16, 1955--
 GW2341'
 GW2341'REFERENCE MARK 2 WAS DESTROYED DUE TO MINING OPERATIONS.
 GW2341'
 GW2341'OFFICE NOTE--REFERENCE-MARK DISK, STAMPED BAKER MT NO 2 1941,
 GW2341'RECEIVED AT THIS OFFICE NOVEMBER 22, 1955.
 GW2341
 GW2341                          STATION RECOVERY (1967)
 GW2341
 GW2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 GW2341'STATION AND REFERENCE MARK NO. 2 WERE DESTROYED BY MINING
 GW2341'OPERATIONS AND THE DISKS MAILED TO THE WASHINGTON OFFICE FEBRUARY
 GW2341'1946 AND NOVEMBER 1955 RESPECTIVELY.  A SEARCH WAS MADE FOR
 GW2341'REFERENCE MARK NO. 1 BUT IT WAS NOT RECOVERED.  THE AZIMUTH
 GW2341'MARK WAS RECOVERED AT THE EDGE OF A ROAD DITCH AND ONE SIDE OF
 GW2341'THE MARK WAS EXPOSED ABOUT 1-1/2 FEET.
 GW2341
 GW2341                          STATION RECOVERY (2001)
 GW2341
 GW2341'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2341'AZ MK FOUND IN GOOD CONDITION, STATION, RM 1 AND 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1326 ***********************************************************************
 GW1326  DESIGNATION -  BAKER RM 1
 GW1326  PID         -  GW1326
 GW1326  STATE/COUNTY-  VA/BOTETOURT
 GW1326  USGS QUAD   -  VILLAMONT (1985)
 GW1326
 GW1326                         *CURRENT SURVEY CONTROL
 GW1326  ___________________________________________________________________
 GW1326* NAD 83(1986)-  37 25 28.     (N)    079 52 06.     (W)     SCALED    
 GW1326* NAVD 88     -       455.791  (meters)    1495.37   (feet)  ADJUSTED  
 GW1326  ___________________________________________________________________
 GW1326  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1326  DYNAMIC HT  -         455.412 (meters)    1494.13  (feet)  COMP
 GW1326  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GW1326
 GW1326  VERT ORDER  -  FIRST     CLASS II
 GW1326
 GW1326.The horizontal coordinates were scaled from a topographic map and have
 GW1326.an estimated accuracy of +/- 6 seconds.
 GW1326
 GW1326.The orthometric height was determined by differential leveling
 GW1326.and adjusted by the National Geodetic Survey in June 1991..
 GW1326
 GW1326.The geoid height was determined by GEOID03.
 GW1326
 GW1326.The dynamic height is computed by dividing the NAVD 88
 GW1326.geopotential number by the normal gravity value computed on the
 GW1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1326.degrees latitude (g = 980.6199 gals.).
 GW1326
 GW1326.The modeled gravity was interpolated from observed gravity values.
 GW1326
 GW1326;                    North         East    Units  Estimated Accuracy
 GW1326;SPC VA S     - 1,121,960.    3,378,890.      MT  (+/- 180 meters Scaled)
 GW1326
 GW1326                          SUPERSEDED SURVEY CONTROL
 GW1326
 GW1326  NGVD 29 (??/??/92)  455.986  (m)         1496.01   (f) ADJ UNCH    1 2
 GW1326
 GW1326.Superseded values are not recommended for survey control.
 GW1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1326.See file dsdata.txt to determine how the superseded data were derived.
 GW1326
 GW1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB001425(NAD 83)
 GW1326_MARKER: DR = REFERENCE MARK DISK
 GW1326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1326_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1326_STAMPING: BAKER NO 1 1958
 GW1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1326
 GW1326  HISTORY     - Date     Condition        Report By
 GW1326  HISTORY     - 1958     MONUMENTED       CGS
 GW1326  HISTORY     - 1959     GOOD             NGS
 GW1326
 GW1326                          STATION DESCRIPTION
 GW1326
 GW1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1326'0.9 MI NE FROM TROUTVILLE.
 GW1326'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1326'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.2 MILE SOUTHEAST AND UPHILL,
 GW1326'ON TOP OF A BARE HILL OF PASTURE LAND ACROSS HIGHWAY 11 FROM
 GW1326'BASHAMS 66 SERVICE STATION, 53.4 FEET EAST OF RM 2, 28.3 FEET
 GW1326'NORTHEAST OF BAKER TRIANGULATION STATION, AND BRAZED ON TOP OF A
 GW1326'2-INCH IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1324 ***********************************************************************
 GW1324  DESIGNATION -  BAKER RM 2
 GW1324  PID         -  GW1324
 GW1324  STATE/COUNTY-  VA/BOTETOURT
 GW1324  USGS QUAD   -  VILLAMONT (1985)
 GW1324
 GW1324                         *CURRENT SURVEY CONTROL
 GW1324  ___________________________________________________________________
 GW1324* NAD 83(1986)-  37 25 28.     (N)    079 52 06.     (W)     SCALED    
 GW1324* NAVD 88     -       455.367  (meters)    1493.98   (feet)  ADJUSTED  
 GW1324  ___________________________________________________________________
 GW1324  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1324  DYNAMIC HT  -         454.988 (meters)    1492.74  (feet)  COMP
 GW1324  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 GW1324
 GW1324  VERT ORDER  -  FIRST     CLASS II
 GW1324
 GW1324.The horizontal coordinates were scaled from a topographic map and have
 GW1324.an estimated accuracy of +/- 6 seconds.
 GW1324
 GW1324.The orthometric height was determined by differential leveling
 GW1324.and adjusted by the National Geodetic Survey in June 1991..
 GW1324
 GW1324.The geoid height was determined by GEOID03.
 GW1324
 GW1324.The dynamic height is computed by dividing the NAVD 88
 GW1324.geopotential number by the normal gravity value computed on the
 GW1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1324.degrees latitude (g = 980.6199 gals.).
 GW1324
 GW1324.The modeled gravity was interpolated from observed gravity values.
 GW1324
 GW1324;                    North         East    Units  Estimated Accuracy
 GW1324;SPC VA S     - 1,121,960.    3,378,890.      MT  (+/- 180 meters Scaled)
 GW1324
 GW1324                          SUPERSEDED SURVEY CONTROL
 GW1324
 GW1324  NGVD 29 (??/??/92)  455.562  (m)         1494.62   (f) ADJ UNCH    1 2
 GW1324
 GW1324.Superseded values are not recommended for survey control.
 GW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1324.See file dsdata.txt to determine how the superseded data were derived.
 GW1324
 GW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB001425(NAD 83)
 GW1324_MARKER: DR = REFERENCE MARK DISK
 GW1324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1324_STAMPING: BAKER NO 2 1958
 GW1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1324
 GW1324  HISTORY     - Date     Condition        Report By
 GW1324  HISTORY     - 1958     MONUMENTED       CGS
 GW1324  HISTORY     - 1959     GOOD             NGS
 GW1324
 GW1324                          STATION DESCRIPTION
 GW1324
 GW1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1324'0.9 MI NE FROM TROUTVILLE.
 GW1324'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1324'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.2 MILE SOUTHEAST AND UPHILL,
 GW1324'ON TOP OF A BARE HILL OF PASTURE LAND ACROSS HIGHWAY 11 FROM
 GW1324'BASHAMS 66 SERVICE STATION, 29.9 FEET WEST-NORTHWEST OF BAKER
 GW1324'TRIANGULATION STATION, 52.4 FEET WEST OF RM 1, AND BRAZED ON
 GW1324'TOP OF A 2-INCH IRON PIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2278 ***********************************************************************
 GW2278  CBN         -  This is a Cooperative Base Network Control Station.
 GW2278  DESIGNATION -  BALD KNOB RESET
 GW2278  PID         -  GW2278
 GW2278  STATE/COUNTY-  VA/BATH
 GW2278  USGS QUAD   -  HEALING SPRINGS (1983)
 GW2278
 GW2278                         *CURRENT SURVEY CONTROL
 GW2278  ___________________________________________________________________
 GW2278* NAD 83(1993)-  37 55 32.74073(N)    079 51 04.17127(W)     ADJUSTED  
 GW2278* NAVD 88     -      1289.2    (meters)    4230.     (feet)  GPS OBS   
 GW2278  ___________________________________________________________________
 GW2278  X           -     887,811.657 (meters)                     COMP
 GW2278  Y           -  -4,959,654.550 (meters)                     COMP
 GW2278  Z           -   3,899,720.187 (meters)                     COMP
 GW2278  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GW2278  ELLIP HEIGHT-        1257.41  (meters)          (07/14/04) GPS OBS
 GW2278  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW2278
 GW2278  HORZ ORDER  -  B
 GW2278  ELLP ORDER  -  THIRD     CLASS II
 GW2278
 GW2278.The horizontal coordinates were established by GPS observations
 GW2278.and adjusted by the National Geodetic Survey in June 1994..
 GW2278
 GW2278.The orthometric height was determined by GPS observations and a
 GW2278.high-resolution geoid model.
 GW2278
 GW2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2278
 GW2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2278
 GW2278.The ellipsoidal height was determined by GPS observations
 GW2278.and is referenced to NAD 83.
 GW2278
 GW2278.The geoid height was determined by GEOID03.
 GW2278
 GW2278;                    North         East     Units Scale Factor Converg.
 GW2278;SPC VA N     - 2,029,633.284 3,381,206.697   MT  1.00002073   -0 50 35.8
 GW2278;SPC VA N     - 6,658,888.53 11,093,175.64   sFT  1.00002073   -0 50 35.8
 GW2278;SPC VA S     - 1,177,575.429 3,381,209.783   MT  0.99999279   -0 49 12.2
 GW2278;SPC VA S     - 3,863,428.72 11,093,185.76   sFT  0.99999279   -0 49 12.2
 GW2278;UTM  17      - 4,198,200.360   600,968.466   MT  0.99972556   +0 42 22.3
 GW2278
 GW2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2278!SPC VA N     -   0.99980273  x   1.00002073  =   0.99982346
 GW2278!SPC VA S     -   0.99980273  x   0.99999279  =   0.99979552
 GW2278!UTM  17      -   0.99980273  x   0.99972556  =   0.99952835
 GW2278
 GW2278|---------------------------------------------------------------------|
 GW2278| PID    Reference Object                     Distance      Geod. Az  |
 GW2278|                                                           dddmmss.s |
 GW2278| AJ3359 BALD KNOB RM 3                       13.032 METERS 02229     |
 GW2278| AJ3360 BALD KNOB RM 1 AZIMUTH                             1944242.9 |
 GW2278| DC3735 BALD KNOB RM 2                       23.552 METERS 29444     |
 GW2278|---------------------------------------------------------------------|
 GW2278
 GW2278                          SUPERSEDED SURVEY CONTROL
 GW2278
 GW2278  ELLIP H (08/14/01) 1257.35   (m)                       GP(       ) 4 1
 GW2278  ELLIP H (04/23/01) 1257.33   (m)                       GP(       ) 4 1
 GW2278  ELLIP H (06/29/94) 1257.41   (m)                       GP(       ) 4 1
 GW2278  NAD 83(1993)-  37 55 32.74078(N)    079 51 04.17124(W) AD(       ) B
 GW2278  ELLIP H (04/04/94) 1257.41   (m)                       GP(       ) 4 1
 GW2278  NAD 83(1986)-  37 55 32.74041(N)    079 51 04.18853(W) AD(       ) 1
 GW2278  NAD 27      -  37 55 32.28300(N)    079 51 05.00300(W) AD(       ) 1
 GW2278  NAVD 88 (04/04/94) 1289.15   (m)         4229.5    (f) LEVELING    3  
 GW2278  NGVD 29 (07/19/86) 1288.88   (m)         4228.6    (f) LEVELING    3  
 GW2278
 GW2278.Superseded values are not recommended for survey control.
 GW2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2278.See file dsdata.txt to determine how the superseded data were derived.
 GW2278
 GW2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0096898200(NAD 83)
 GW2278_MARKER: DS = TRIANGULATION STATION DISK
 GW2278_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GW2278_SP_SET: BEDROCK
 GW2278_STAMPING: BALD KNOB 1878 1934
 GW2278_MARK LOGO: CGS   
 GW2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2278+STABILITY: POSITION/ELEVATION WELL
 GW2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2278+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 GW2278
 GW2278  HISTORY     - Date     Condition        Report By
 GW2278  HISTORY     - 1878     MONUMENTED       CGS
 GW2278  HISTORY     - 1934     GOOD             CGS
 GW2278  HISTORY     - 1935     GOOD             CGS
 GW2278  HISTORY     - 1941     GOOD             CGS
 GW2278  HISTORY     - 1944     GOOD             CGS
 GW2278  HISTORY     - 1957     GOOD             CGS
 GW2278  HISTORY     - 1969     MARK NOT FOUND   CGS
 GW2278  HISTORY     - 19840820 GOOD             NGS
 GW2278  HISTORY     - 19920101 GOOD             HARTMN
 GW2278  HISTORY     - 19930715 GOOD             NGS
 GW2278  HISTORY     - 20000223 GOOD             VADHT
 GW2278  HISTORY     - 20000309 GOOD             VADOT
 GW2278
 GW2278                          STATION DESCRIPTION
 GW2278
 GW2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (MAH)
 GW2278'THE OLD STATION WAS RECOVERED AND REPLACED WITH A STANDARD
 GW2278'BRONZE DISK SET IN THE TIP OF THE ORIGINAL ROCK.  IT IS ABOUT
 GW2278'200 YARDS NNE OF THE TOP OF BALD KNOB ON WARM SPRINGS MOUNTAIN.
 GW2278'STATION IS ON BACKBONE OF RIDGE ABOUT 200 YARDS N OF THE HIGHEST
 GW2278'PART OF THE RIDGE.  IT IS IN A FLAT BEDROCK WHICH IS ABOUT
 GW2278'3 INCHES BELOW THE SURFACE OF THE GROUND.  A NOTICEABLE
 GW2278'PILE OF LOOSE ROCK AND ROCK OUTCROPS SURROUND THE STATION.
 GW2278'
 GW2278'THE OLD S REFERENCE, WHICH WAS A MARBLE POST WITH CROSS, WAS
 GW2278'NOT RECOVERED.  THE OTHER OLD REFERENCES WERE RECOVERED AS
 GW2278'DESCRIBED.  THE N AND W REFERENCES ARE DRILL HOLES IN ROCK.
 GW2278'THE E REFERENCE IS A MARBLE POST 6 INCHES SQUARE WITH ARROW IN
 GW2278'TOP POINTING TO STATION.
 GW2278'
 GW2278'TWO NEW REFERENCES AND AN AZIMUTH MARK WERE ESTABLISHED AS
 GW2278'FOLLOWS--
 GW2278'
 GW2278'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS S OF STATION.  IT IS
 GW2278'A STANDARD BRONZE DISK SET IN A 4- BY 5-FOOT OUTCROPPING
 GW2278'ROCK WHICH PROTRUDES ABOUT 3 FEET ABOVE THE GROUND.  IT IS ON
 GW2278'THE HIGHEST PART OF THE RIDGE.
 GW2278'
 GW2278'REFERENCE MARK NO. 2 IS W OF STATION.  IT IS A STANDARD BRONZE
 GW2278'DISK IN TIP OF LARGE ROCK OUTCROP WHICH PROTRUDES ABOUT 1
 GW2278'FOOT AND IS ABOUT 3 BY 5 FEET AND ALMOST FLAT ON TOP.
 GW2278'
 GW2278'REFERENCE MARK NO. 3 IS N OF STATION.  IT IS A STANDARD
 GW2278'BRONZE DISK SET IN THE TOP OF LARGE ROCK OUTCROP WHICH
 GW2278'PROTRUDES ABOUT 1 FOOT, IS 2 BY 4 FEET, AND DIPS SLIGHTLY TO
 GW2278'THE N.
 GW2278'
 GW2278'TO REACH FROM HOT SPRINGS, VIRGINIA, TAKE AIRPORT ROAD
 GW2278'THROUGH ENTRANCE TO HOMESTEAD HOTEL AND PROCEED 8 MILES
 GW2278'VIA AIRPORT ROAD TO THE SUMMIT OF MOUNTAIN AND STATION.
 GW2278'
 GW2278'A 22-FOOT TOWER WAS USED AT THIS STATION TO SEE STATION RICH.
 GW2278'ALL OTHER STATIONS ARE VISIBLE FROM THE GROUND.
 GW2278
 GW2278                          STATION RECOVERY (1934)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GW2278'RECOVERED IN GOOD CONDITION.
 GW2278
 GW2278                          STATION RECOVERY (1935)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 GW2278'THE STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED.  THE
 GW2278'STATION IS ABOUT 175 PACES N 26 DEG E MAGNETIC FROM THE
 GW2278'FIRE TOWER AND 11 PACES TO WESTWARD (RIGHT) OF THE ROAD LEADING
 GW2278'TO THE FIRE TOWER.  THE FIRE TOWER IS ON THE HIGHEST PART OF
 GW2278'THE KNOB.  THE GROUND SLOPES FROM THE TOWER TO THE STATION
 GW2278'AND THE GROUND AT THE STATION IS ABOUT 20 FEET LOWER THAN THE
 GW2278'GROUND AT THE TOWER.  ALL TIMBER AND BRUSH HAS BEEN CLEARED
 GW2278'FROM THE HIGHEST PART OF THE KNOB.  ONLY SMALL BRUSH AND
 GW2278'TIMBER ON SLOPES.  GROUND CLEAR AROUND THE STATION.  ALL LINES
 GW2278'CLEAR FROM THE GROUND.
 GW2278'
 GW2278'TO REACH, GO TO HOT SPRINGS, VIRGINIA.  TAKE AIRPORT ROAD
 GW2278'THROUGH ENTRANCE TO HOMESTEAD HOTEL AND GO 8.0 MILES TO THE
 GW2278'FIRE TOWER AND STATION.  GOOD ALL WEATHER ROAD FROM THE HOTEL
 GW2278'TO THE STATION.
 GW2278
 GW2278                          STATION RECOVERY (1941)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2278'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 GW2278'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GW2278'
 GW2278'THE STATION IS LOCATED ABOUT 8 MILES BY ROAD S OF
 GW2278'HOT SPRINGS, ABOUT 175 YARDS NNE OF THE BALD KNOB LOOKOUT
 GW2278'TOWER WHICH IS ON THE HIGHEST POINT OF BALD KNOB ON WARM SPRINGS
 GW2278'MOUNTAIN.  IT IS 36 FEET W OF THE CENTER OF THE ROAD LEADING TO
 GW2278'THE LOOKOUT TOWER, STAMPED BALD KNOB 1878 1934 AND IS FLUSH WITH
 GW2278'THE SURFACE OF THE GROUND.  A NOTICEABLE PILE OF LOOSE ROCKS
 GW2278'SURROUND THE STATION.
 GW2278'
 GW2278'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 180
 GW2278'YARDS S OF THE STATION, 74 FEET E OF THE SE LEG OF THE LOOKOUT
 GW2278'TOWER.  IT IS SET FLUSH IN THE TOP AND NEAR THE N EDGE OF A
 GW2278'4- BY 5-FOOT BOULDER PROTRUDING 3 FEET AND IS STAMPED BALD
 GW2278'KNOB NO. 1 1934.  THE ORIGINAL DIRECTION TO THIS MARK COULD
 GW2278'NOT BE CHECKED BECAUSE OF A TELEPHONE POLE ON LINE BETWEEN
 GW2278'THE STATION AND THE MARK.
 GW2278'
 GW2278'REFERENCE MARK NO. 2 IS SET FLUSH IN THE FLAT
 GW2278'TOP OF A 3- BY 5-FOOT ROCK OUTCROP PROJECTING 1 FOOT.  IT IS
 GW2278'STAMPED BALD KNOB NO. 2 1934.
 GW2278'
 GW2278'REFERENCE MARK NO. 3 IS 38 FEET W OF THE CENTER
 GW2278'OF THE ROAD LEADING TO THE LOOKOUT TOWER.  IT IS SET FLUSH
 GW2278'IN THE TOP OF A 2- BY 4-FOOT ROCK OUTCROP PROJECTING 1 FOOT
 GW2278'SLOPING TO THE N AND IS STAMPED BALD KNOB NO. 3 1934.
 GW2278'
 GW2278'THE OLD REFERENCES RECOVERED AND DESCRIBED BY M.A.H. IN 1933
 GW2278'WERE NOT RECOVERED.  DUE TO THE WEATHER AND LATE ARRIVAL AT
 GW2278'THE STATION A SEARCH WAS NOT MADE FOR THE MARKS.
 GW2278'
 GW2278'TO REACH STATION FROM HOT SPRINGS, FOLLOW THE AIRPORT ROAD
 GW2278'THROUGH THE ENTRANCE TO THE HOMESTEAD HOTEL AND GO 8 MILES
 GW2278'TO THE BALD KNOB LOOKOUT TOWER AND THE STATION.
 GW2278
 GW2278                          STATION RECOVERY (1944)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 GW2278'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 GW2278'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO AGREE
 GW2278'WITH THE 1941 MEASUREMENTS.  THE ORIGINAL DIRECTION TO THE AZIMUTH
 GW2278'MARK COULD NOT BE CHECKED BECAUSE OF BRUSH.
 GW2278'
 GW2278'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 GW2278
 GW2278                          STATION RECOVERY (1957)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2278'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GW2278'FOUND IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE,
 GW2278'DUE TO A CHANGE IN ROAD NUMBERS AND LAND MARKS A NEW TO REACH
 GW2278'FOLLOWS--
 GW2278'
 GW2278'TO REACH THE STATION FROM THE POST OFFICE IN HOT SPRINGS,
 GW2278'GO S ON U.S. HIGHWAY 220 FOR 0.3 MI. TO A SIDE ROAD LEFT AND
 GW2278'A SIGN READING PARK LANE AIRPORT.  TURN LEFT ON COUNTY ROUTE
 GW2278'658 FOR 0.2 MI. TO A T-INTERSECTION, TURN LEFT AND GO 0.2
 GW2278'MI. TO A FORK, TURN SHARP RIGHT ON DELAFIELD ROAD AND GO
 GW2278'2.35 MI. TO A FORK, TAKE THE RIGHT FORK AND GO 0.35 MI. TO
 GW2278'A FORK, TAKE THE RIGHT FORK AND GO 1.8 MI. TO A FORK, TAKE
 GW2278'THE RIGHT FORK AND GO 2.6 MI. TO THE STATION ON THE RIGHT.
 GW2278'CONTINUE 0.1 MI. TO REFERENCE MARK 1 E OF THE LOOKOUT TOWER.
 GW2278'
 GW2278'1957 OBSERVATION TAKEN FROM A 50-FT. TOWER.
 GW2278
 GW2278                          STATION RECOVERY (1969)
 GW2278
 GW2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 GW2278'THE AREA WAS SEARCHED BUT NONE OF THE MARKS COULD BE FOUND.
 GW2278'THE FOREST SERVICE HAS ERECTED A RADIO RELAY STATION IN THE
 GW2278'APPROXIMATE SAME SITE AS THE STATION.  THE AREA HAS BEEN GONE
 GW2278'OVER WITH A BULLDOZER AND IT IS BELIEVED THE MARKS WERE
 GW2278'DESTROYED.
 GW2278
 GW2278                          STATION RECOVERY (1984)
 GW2278
 GW2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GW2278'THE STATION MARK, REFERENCE MARKS ONE, TWO AND THREE AND THREE OF THE
 GW2278'OLD REFERENCES WERE RECOVERED IN GOOD CONDITION.  THE STATION WAS
 GW2278'OCCUPIED BY DAVID LEE INGRAM AND ASSOCIATES INC, OF MOUNT CRAWFORD,
 GW2278'VIRGINIA.  THEY CHECKED THE DISTANCES TO THE REFERENCE MARKS AND THE
 GW2278'ANGLE BETWEEN AND VERIFIED THE DISTANCES AND THE ANGLE TO BE CORRECT
 GW2278'WHEN COMPARED TO THE 1941 RECOVERY BY GWL.  A 25 FT (7.6 M) SCAFFOLD
 GW2278'WAS USED TO GET ABOVE THE DENSE BRUSH.  THE HOLE IN ROCK S87W TRUE,
 GW2278'HOLE IN ROCK W08W TRUE, MARBLE POST S87E TRUE AND MARBLE POST S TRUE,
 GW2278'WERE RECOVERED AND THE DISTANCES FROM THE STATION WERE VERIFIED TO BE
 GW2278'CORRECT.  A TRANSPOSITION ERROR WAS NOTED IN THE 1957 RECOVERY ON THE
 GW2278'DISTANCE TO REFERENCE MARK 3.  THIS DISTANCE IS NOT 24.76 FT (7.55 M)
 GW2278'BUT 42.76 FT (13.03 M) .  REFERENCE MARK 1 IS OBSTRUCTED FROM THE
 GW2278'STATION AND WOULD REQUIRE AT LEAST, A 30 FT (9.1 M) TOWER AT EACH END.
 GW2278'THE STATION IS LOCATED ON THE HIGH KNOB OF WARM SPRINGS MOUNTAIN,
 GW2278'ABOUT 4.8 KM (3.00 MI) AIRLINE SOUTH OF HEALING SPRINGS. THE TOP OF
 GW2278'THE MOUNTAIN IS COVERED WITH A HEAVY GROWTH OF SCRUB OAK AND BRUSH.  A
 GW2278'30 FT (9.1 M) TOWER WOULD BE REQUIRED TO SEE OUT OF THIS STATION.  TO
 GW2278'REACH THE STATION FROM THE POST OFFICE IN HOT SPRINGS, GO EAST FOR
 GW2278'0.08 KM (0.05 MI), TURN RIGHT AND GO SOUTH ON US HIGHWAY 220 FOR 12.48
 GW2278'KM (7.75 MI) .  TURN LEFT AS PER SIGN AIRPORT AND FOLLOW COUNTY ROAD
 GW2278'606 FOR 4.32 KM (2.70 MI) .  TURN LEFT AND FOLLOW COUNTY ROAD 703 FOR
 GW2278'5.4 KM (3.35 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ONE LANE
 GW2278'MOUNTAIN ROAD FOR 1.28 KM (0.80 MI) TO A FIRE LOOKOUT TOWER ON THE
 GW2278'RIGHT, CONTINUE NORTHERLY ON ONE LANE ROAD FOR 0.16 KM (0.10 MI) TO
 GW2278'THE STATION ON THE LEFT.
 GW2278'
 GW2278'STATION IS A STANDARD CGS DISK STAMPED--BALD KNOB 1934--, SET INTO A
 GW2278'ROCK OUTCROP RECESSED 2 CM BELOW THE GROUND 0.7 M (2.3 FT) LARGEST
 GW2278'DIMENSION LOCATED 27.9 FT (8.5 M) W FROM A METAL WITNESS POST, 36.1 FT
 GW2278'(11.0 M) W FROM THE CENTER OF TRACK ROAD TO FIRE TOWER AND 147.4 FT
 GW2278'(44.9 M) N FROM A RELAY RADIO STATION MAST WHICH IS SET IN A 2.5 FT
 GW2278'(0.8 M) BY 2.5 FT (0.8 M) CONCRETE PAD AND IS ABOUT 25 FT (7.6 M) IN
 GW2278'HEIGHT AND IS UNPAINTED, WITH AN ANTENNA ATOP NOT CENTERED.
 GW2278'
 GW2278'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BALD KNOB NO 2
 GW2278'1934--, SET INTO A DRILLHOLE IN ROCK OUTCROP 1.0 M (3.3 FT) LARGEST
 GW2278'DIMENSION LOCATED 2.0 FT (0.6 M) E FROM A METAL WITNESS POST.
 GW2278'
 GW2278'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--BALD KNOB 1934 NO
 GW2278'3--, SET INTO ROCK OUTCROP, FLUSH WITH GROUND, 1.3 M (4.3 FT) LARGEST
 GW2278'DIMENSION.  LOCATED 2.0 FT (0.6 M) W FROM A METAL WITNESS POST AND
 GW2278'38.0 FT (11.6 M) W FROM THE TRACKROAD TO THE LOOKOUT TOWER.
 GW2278'
 GW2278'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BALD KNOB NO 1
 GW2278'1934--, SET INTO A BOULDER PROJECTING 100 CM ABOVE THE GROUND 2 M (6.6
 GW2278'FT) LARGEST DIMENSION LOCATED 29.5 FT (9.0 M) N FROM THE CENTER OF
 GW2278'TRACK ROAD AND 74.0 FT (22.6 M) E FROM THE SE LEG OF A FIRE LOOKOUT
 GW2278'TOWER.
 GW2278
 GW2278                          STATION RECOVERY (1992)
 GW2278
 GW2278'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1992 (CER)
 GW2278'THE STATION RM 1 AND RM 3 WERE RECOVERED AS DESCRIBED AND FOUND IN
 GW2278'GOOD CONDITION, RM 2 WAS SEARCH FOR BUT NOT FOUND - DUE TO SNOW ON
 GW2278'GROUND.  (GOOD FOR GPS OBSERVATION W/HIGH ANTENNA)
 GW2278
 GW2278                          STATION RECOVERY (1993)
 GW2278
 GW2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2278'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) NORTHEAST OF COVINGTON,
 GW2278'9.6 KM (5.95 MI) SOUTH OF HEALING SPRING, AND ON TOP OF BALD KNOB
 GW2278'MOUNTAIN.  OWNERSHIP--GEORGE WASHINGTON NATIONAL FOREST.
 GW2278'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 220 AND
 GW2278'SECONDARY STATE HIGHWAY 606 WHICH IS LOCATED ABOUT 19.7 KM
 GW2278'(12.25 MI) NORTH-NORTHEAST OF COVINGTON, GO SOUTHEASTERLY ON STATE
 GW2278'HIGHWAY 606 FOR 4.2 KM (2.60 MI) TO THE JUNCTION OF SECONDARY STATE
 GW2278'HIGHWAY 703, TURN LEFT, NORTHERLY ON STATE HIGHWAY 703 FOR 5.4 KM
 GW2278'(3.35 MI) TO A GRAVELED ROAD RIGHT AT SIGN (WATCH FOR FALLING ROCKS),
 GW2278'TURN RIGHT, NORTHEAST ALONG GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO A
 GW2278'REPEATER TOWER ON THE RIGHT, CONTINUE AHEAD FOR 0.48 KM (0.30 MI) TO
 GW2278'FIRE LOOKOUT TOWER ON RIGHT AND TWO TOWERS ON THE LEFT, CONTINUE
 GW2278'AHEAD FOR 0.08 KM (0.05 MI) TO A FORK, (DIM FORK TO THE RIGHT) KEEP
 GW2278'LEFT ON THE MAIN ROAD FOR 0.08 KM (0.05 MI) TO THE BALD KNOB RADIO
 GW2278'RELAY STATION ON THE LEFT, CONTINUE AHEAD FOR 38.0 M (124.7 FT) TO
 GW2278'STATION ON THE LEFT.
 GW2278'LOCATED 11.3 M (37.1 FT) NORTH-NORTHWEST FROM THE CENTER OF THE TRACK
 GW2278'ROAD, 4.3 M (14.1 FT) WEST FROM A MULTI-TRUNK TREE THATS BEEN TRIMED
 GW2278'AND IN THE CENTER OF A ROCK CAIRN.
 GW2278'LOCATED ON THE HIGH KNOB OF WARM SPRING MOUNTAIN APPROXIMATELY 3 MI
 GW2278'(4.8 KM) SOUTH OF HEALING SPRINGS IN THE COUNTY OF BATH IN THE STATE
 GW2278'OF VIRGINIA.
 GW2278'TO REACH - FROM THE INTERSECTION OF ROUTE 606 AND 703, PROCEED
 GW2278'NORTHERLY ON ROUTE 703 FOR APPROXIMATELY 4 MI (6.4 KM) TO A DIRT ROAD
 GW2278'TO THE RIGHT.  TAKE DIRT ROAD TO TOP OF RIDGE PAST BALD KNOB LOOKOUT
 GW2278'TOWER AND STATION ON THE LEFT.
 GW2278'STATION IS A STANDARD USCGS DISC SET FLUSH IN A FLAT ROCK.  STATION IS
 GW2278'SET NORTH OF A STANDARD DISC IN A 4 FT (1.2 MT) X 5 FT (1.5 MT) ROCK
 GW2278'APPROXIMATELY .1 MI (0.2 KM) STAMPED BALD KNOB NO. 1 1934 AND IS
 GW2278'42.72 FT (13.02 MT) SOUTH OF A STANDARD DISC STAMPED BALD KNOB NO. 3
 GW2278'1934.
 GW2278
 GW2278                          STATION RECOVERY (2000)
 GW2278
 GW2278'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2000 (WBC)
 GW2278'RECOVERED AS DESCRIBED.
 GW2278'
 GW2278
 GW2278                          STATION RECOVERY (2000)
 GW2278
 GW2278'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (DH)
 GW2278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2132 ***********************************************************************
 GW2132  DESIGNATION -  BALD MOUNTAIN LOOKOUT TOWER
 GW2132  PID         -  GW2132
 GW2132  STATE/COUNTY-  VA/AUGUSTA
 GW2132  USGS QUAD   -  BIG LEVELS (1982)
 GW2132
 GW2132                         *CURRENT SURVEY CONTROL
 GW2132  ___________________________________________________________________
 GW2132* NAD 83(1993)-  37 55 02.05206(N)    079 03 47.91590(W)     ADJUSTED  
 GW2132* NAVD 88     -                                                        
 GW2132  ___________________________________________________________________
 GW2132  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GW2132  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW2132
 GW2132  HORZ ORDER  -  THIRD
 GW2132
 GW2132.The horizontal coordinates were established by classical geodetic methods
 GW2132.and adjusted by the National Geodetic Survey in November 1994..
 GW2132
 GW2132
 GW2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2132
 GW2132.The geoid height was determined by GEOID03.
 GW2132
 GW2132;                    North         East     Units Scale Factor Converg.
 GW2132;SPC VA N     - 2,027,964.824 3,450,466.741   MT  1.00002252   -0 21 05.7
 GW2132;SPC VA N     - 6,653,414.59 11,320,406.30   sFT  1.00002252   -0 21 05.7
 GW2132;SPC VA S     - 1,175,926.912 3,450,468.268   MT  0.99999135   -0 20 30.8
 GW2132;SPC VA S     - 3,858,020.21 11,320,411.31   sFT  0.99999135   -0 20 30.8
 GW2132;UTM  17      - 4,198,400.754   670,235.142   MT  0.99995694   +1 11 25.5
 GW2132
 GW2132                          SUPERSEDED SURVEY CONTROL
 GW2132
 GW2132  NAD 83(1986)-  37 55 02.04565(N)    079 03 47.92105(W) AD(       ) 4
 GW2132  NAD 27      -  37 55 01.55400(N)    079 03 48.83900(W) AD(       ) 3
 GW2132
 GW2132.Superseded values are not recommended for survey control.
 GW2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2132.See file dsdata.txt to determine how the superseded data were derived.
 GW2132
 GW2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7023598401(NAD 83)
 GW2132_MARKER: 57 = LOOKOUT TOWER
 GW2132
 GW2132  HISTORY     - Date     Condition        Report By
 GW2132  HISTORY     - 1957     FIRST OBSERVED   CGS
 GW2132
 GW2132                          STATION DESCRIPTION
 GW2132
 GW2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2132'THE STATION IS THE APEX OF THE ROOF OF THE LOOKOUT TOWER
 GW2132'LOCATED ON BALD MOUNTAIN, A PROMINENT PEAK IN THE BLUE RIDGE
 GW2132'RIDGE MOUNTAINS, LOCATED ABOUT 8 MILES EAST OF STEELS TAVERN AND
 GW2132'ABOUT 16 MILES SOUTH OF STAUNTON.  IT IS A GLASS ENCLOSED
 GW2132'ROOM SUPPORTED BY FOUR LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2503 ***********************************************************************
 FY2503  DESIGNATION -  BALDY
 FY2503  PID         -  FY2503
 FY2503  STATE/COUNTY-  VA/FRANKLIN
 FY2503  USGS QUAD   -  ROCKY MOUNT (1985)
 FY2503
 FY2503                         *CURRENT SURVEY CONTROL
 FY2503  ___________________________________________________________________
 FY2503* NAD 83(1993)-  36 59 59.63121(N)    079 52 39.64735(W)     ADJUSTED  
 FY2503* NAVD 88     -       430.7    (meters)    1413.     (feet)  VERTCON   
 FY2503  ___________________________________________________________________
 FY2503  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FY2503  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FY2503
 FY2503  HORZ ORDER  -  SECOND
 FY2503
 FY2503.The horizontal coordinates were established by classical geodetic methods
 FY2503.and adjusted by the National Geodetic Survey in September 1995..
 FY2503
 FY2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2503
 FY2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2503
 FY2503.The geoid height was determined by GEOID03.
 FY2503
 FY2503;                    North         East     Units Scale Factor Converg.
 FY2503;SPC VA S     - 1,074,866.192 3,377,378.791   MT  0.99996586   -0 50 10.1
 FY2503;SPC VA S     - 3,526,456.83 11,080,616.92   sFT  0.99996586   -0 50 10.1
 FY2503;UTM  17      - 4,095,449.655   599,861.547   MT  0.99972285   +0 40 31.7
 FY2503
 FY2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2503!SPC VA S     -   0.99993748  x   0.99996586  =   0.99990334
 FY2503!UTM  17      -   0.99993748  x   0.99972285  =   0.99966034
 FY2503
 FY2503:                Primary Azimuth Mark                     Grid Az
 FY2503:SPC VA S     -  ROCKY                                    021 02 34.0
 FY2503:UTM  17      -  ROCKY                                    019 31 52.2
 FY2503
 FY2503|---------------------------------------------------------------------|
 FY2503| PID    Reference Object                     Distance      Geod. Az  |
 FY2503|                                                           dddmmss.s |
 FY2503| GW1432 ROCKY                               APPROX. 1.1 KM 0201223.9 |
 FY2503| DC5042 BALDY RM 1                            9.784 METERS 07854     |
 FY2503| FY2505 ROCKY MOUNT RAD STA WKWS MAST       APPROX. 3.0 KM 2122345.7 |
 FY2503| GW2216 ROCKY MOUNT LANE MFG TANK           APPROX. 0.9 KM 2964403.5 |
 FY2503| GW2217 ROCKY MOUNT RAD STA WYTI MAST       APPROX. 2.4 KM 3434256.8 |
 FY2503|---------------------------------------------------------------------|
 FY2503
 FY2503                          SUPERSEDED SURVEY CONTROL
 FY2503
 FY2503  NAD 83(1986)-  36 59 59.63588(N)    079 52 39.65079(W) AD(       ) 2
 FY2503  NAD 27      -  36 59 59.12735(N)    079 52 40.53899(W) AD(       ) 2
 FY2503  NGVD 29 (07/19/86)  430.9    (m)         1414.     (f) VERT ANG       
 FY2503
 FY2503.Superseded values are not recommended for survey control.
 FY2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2503.See file dsdata.txt to determine how the superseded data were derived.
 FY2503
 FY2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9986295450(NAD 83)
 FY2503_MARKER: DE = TRAVERSE STATION DISK
 FY2503_SETTING: 66 = SET IN ROCK OUTCROP
 FY2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2503+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 FY2503
 FY2503  HISTORY     - Date     Condition        Report By
 FY2503  HISTORY     - 1963     MONUMENTED       CGS
 FY2503  HISTORY     - 1972     GOOD             VADH
 FY2503  HISTORY     - 20040716 GOOD             USPSQD
 FY2503
 FY2503                          STATION DESCRIPTION
 FY2503
 FY2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FY2503'THE STATION IS LOCATED ABOUT 1 MILE EAST OF ROCKY MOUNT,
 FY2503'0.5 MILE SOUTH OF THE FRANKLIN COUNTY SCHOOL, 0.5 MILE NORTH OF
 FY2503'THE LEE M. WAID SCHOOL AND ON THE HIGHEST POINT OF BALDY
 FY2503'MOUNTAIN.  THIS IS MUNICIPAL OWNED PROPERTY.
 FY2503'
 FY2503'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKY MOUNT,
 FY2503'GO EAST ON E. COURT STREET FOR 0.4 MILE TO A FORK, TAKE THE
 FY2503'RIGHT FORK AND STAYING ON E. COURT STREET FOR 0.35 MILE TO
 FY2503'THE END OF BLACK TOP JUST AFTER PASSING THE LEE M. WAID SCHOOL
 FY2503'ON THE RIGHT, CONTINUE ON GRAVELED ROAD FOR 0.1 MILE TO A
 FY2503'SMALL PARKING AREA ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 FY2503'NORTHWEST TO THE TOP OF BARE ROCKY HILL AND STATION.  (20 MIN.
 FY2503'PACK)
 FY2503'
 FY2503'THE STATION MARK IS 22 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE
 FY2503'AND 21.6 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 FY2503'TRAVERSE DISK STAMPED BALDY 1963 CEMENTED IN A DRILL HOLE
 FY2503'IN FLUSH OUTCROPPING BEDROCK.
 FY2503'
 FY2503'REFERENCE MARK NO. 1 IS 54 FEET EAST OF A METAL WITNESS POST
 FY2503'AND 32 FEET EAST OF THE 8-INCH CEDAR TREE.  IT IS A STANDARD DISK
 FY2503'STAMPED BALDY NO 1 1963 CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FY2503'BEDROCK PROJECTING 2 FEET.
 FY2503'
 FY2503'TRAVERSE STATION ROCKY MAY BE USED FOR AN AZIMUTH.
 FY2503'
 FY2503'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FY2503
 FY2503                          STATION RECOVERY (1972)
 FY2503
 FY2503'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1972 (JHW)
 FY2503'BALDY 1963 RECOVERED IN GOOD CONDITION.
 FY2503'BALDY NO 1 1963 RECOVERED IN GOOD CONDITION.
 FY2503'
 FY2503'METAL WITNESS POSTS HAVE BEEN REMOVED.
 FY2503'
 FY2503'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE OF ROCKY MOUNT.
 FY2503
 FY2503                          STATION RECOVERY (2004)
 FY2503
 FY2503'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 FY2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5126 ***********************************************************************
 GV5126  DESIGNATION -  BALL
 GV5126  PID         -  GV5126
 GV5126  STATE/COUNTY-  VA/KING WILLIAM
 GV5126  USGS QUAD   -  TUNSTALL (1984)
 GV5126
 GV5126                         *CURRENT SURVEY CONTROL
 GV5126  ___________________________________________________________________
 GV5126* NAD 83(1993)-  37 36 14.84285(N)    077 04 09.72387(W)     ADJUSTED  
 GV5126* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 GV5126  ___________________________________________________________________
 GV5126  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 GV5126  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 GV5126
 GV5126  HORZ ORDER  -  THIRD
 GV5126
 GV5126.The horizontal coordinates were established by classical geodetic methods
 GV5126.and adjusted by the National Geodetic Survey in November 1994..
 GV5126
 GV5126.The orthometric height was scaled from a topographic map.
 GV5126
 GV5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5126
 GV5126.The geoid height was determined by GEOID03.
 GV5126
 GV5126;                    North         East     Units Scale Factor Converg.
 GV5126;SPC VA S     - 1,141,984.229 3,626,317.766   MT  0.99995390   +0 52 05.8
 GV5126;SPC VA S     - 3,746,659.92 11,897,344.20   sFT  0.99995390   +0 52 05.8
 GV5126;UTM  18      - 4,163,906.514   317,332.481   MT  1.00001101   -1 15 47.1
 GV5126
 GV5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5126!SPC VA S     -   1.00000441  x   0.99995390  =   0.99995831
 GV5126!UTM  18      -   1.00000441  x   1.00001101  =   1.00001542
 GV5126
 GV5126|---------------------------------------------------------------------|
 GV5126| PID    Reference Object                     Distance      Geod. Az  |
 GV5126|                                                           dddmmss.s |
 GV5126| DC5111 BALL RM 3                                          02346     |
 GV5126| GV5169 LIBERTY                             215.525 METERS 06658     |
 GV5126| DC5109 BALL RM 1                                          08827     |
 GV5126| GV5222 WOODS                               APPROX. 0.5 KM 1063000.4 |
 GV5126| GV5216 WAR                                 227.854 METERS 11149     |
 GV5126| GV5198 RING                                222.624 METERS 17317     |
 GV5126| GV5190 POLK                                310.903 METERS 20104     |
 GV5126| DC5110 BALL RM 2                                          20849     |
 GV5126|---------------------------------------------------------------------|
 GV5126
 GV5126                          SUPERSEDED SURVEY CONTROL
 GV5126
 GV5126  NAD 83(1986)-  37 36 14.84427(N)    077 04 09.74124(W) AD(       ) 3
 GV5126  NAD 27      -  37 36 14.29000(N)    077 04 10.75100(W) AD(       ) 3
 GV5126
 GV5126.Superseded values are not recommended for survey control.
 GV5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5126.See file dsdata.txt to determine how the superseded data were derived.
 GV5126
 GV5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1733263907(NAD 83)
 GV5126_MARKER: DS = TRIANGULATION STATION DISK
 GV5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5126
 GV5126  HISTORY     - Date     Condition        Report By
 GV5126  HISTORY     - 1912     MONUMENTED       CGS
 GV5126  HISTORY     - 1945     GOOD             CGS
 GV5126  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5126  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV5126
 GV5126                          STATION DESCRIPTION
 GV5126
 GV5126'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5126'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING
 GV5126'AT LIBERTY HALL.  THE E CHIMNEY OF LIBERTY HALL, DISTANT ABOUT
 GV5126'62 METERS (CAN BE COMPUTED) BEARS 235 DEG 51 MIN 05 SEC TO RIGHT
 GV5126'OF LINE TO LIBERTY, 21.4 METERS BACK FROM TOP OF BANK, 6.6 METERS
 GV5126'E OF N AND S FENCE AND 16.60 METERS W OF E FENCE.
 GV5126'
 GV5126'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES SET
 GV5126'1/2 INCH ABOVE GROUND BEARING REGULATION BRASS PLATE.  SUBMARKED.
 GV5126'
 GV5126'REFERENCE MARK NO. 1 IS SPIKE AT BASE, 4 INCHES ABOVE GROUND
 GV5126'IN 12-INCH LOCUST, DISTANT 10.173 METERS ON LINE 21 DEG 29 MIN
 GV5126'39 SEC TO RIGHT OF STATION LIBERTY.
 GV5126'
 GV5126'REFERENCE MARK NO. 2 IS SPIKE HEAD IN BASE OF 10-INCH CEDAR
 GV5126'AT W FENCE, DISTANT 8.137 METERS ON LINE 141 DEG 51 MIN 15 SEC
 GV5126'TO RIGHT OF STATION LIBERTY.
 GV5126'
 GV5126'REFERENCE MARK NO. 3 2S SW CORNER BRICK FOUNDATION OF THE
 GV5126'MANSION, LIBERTY HALL, NOW QUITE OLD, DISTANT 39.255 METERS ON
 GV5126'LINE 316 DEG 48 MIN 23 SEC TO RIGHT OF STATION LIBERTY.
 GV5126
 GV5126                          STATION RECOVERY (1945)
 GV5126
 GV5126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 GV5126'STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.
 GV5126'THE DESCRIPTION IS ADEQUATE, EXCEPT THAT THE N-S FENCE NO LONGER
 GV5126'EXISTS.  SOME ADDITIONAL REFERENCE DISTANCES ARE--STATION IS 60
 GV5126'FEET N OF A 12-INCH APPLE TREE AND 1 FOOT SE OF A SE-NW FENCE.
 GV5126'
 GV5126'THE LOCUST TREE, IN WHICH WAS LOCATED REFERENCE MARK 1, WAS FOUND,
 GV5126'BUT THE SPIKE AT THE BASE OF THE TREE WAS NOT RECOVERED.  THE
 GV5126'TREE IS NOW 3 FEET IN DIAMETER.
 GV5126'
 GV5126'THE CEDAR TREE, IN WHICH WAS LOCATED REFERENCE MARK 2, HAS BEEN
 GV5126'DESTROYED.
 GV5126'
 GV5126'TO REACH STATION BY TRUCK FROM KING WILLIAM, PROCEED SW FOR
 GV5126'ABOUT 6 MILES TO PALLS POST OFFICE, THENCE SW ALONG STATE ROAD
 GV5126'621 FOR ABOUT 2 MILES TO A WHITE FRAME FARMHOUSE ON THE LEFT,
 GV5126'BEAR LEFT ON LANE TO HOUSE AND FOLLOW LANE THROUGH WIRE GATE AT
 GV5126'BARNYARD, ACROSS FIELD AND WOODS, AND A SERIES OF GATES TO THE
 GV5126'RESIDENCE OF MR. WARING.  STATION IS LOCATED HERE.
 GV5126
 GV5126                          STATION RECOVERY (1999)
 GV5126
 GV5126'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5126'MARK NOT FOUND.
 GV5126
 GV5126                          STATION RECOVERY (2003)
 GV5126
 GV5126'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1061 ***********************************************************************
 FW1061  DESIGNATION -  BALL 1961
 FW1061  PID         -  FW1061
 FW1061  STATE/COUNTY-  VA/ACCOMACK
 FW1061  USGS QUAD   -  BLOXOM (1979)
 FW1061
 FW1061                         *CURRENT SURVEY CONTROL
 FW1061  ___________________________________________________________________
 FW1061* NAD 83(1993)-  37 46 45.84653(N)    075 31 44.23822(W)     ADJUSTED  
 FW1061* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1061  ___________________________________________________________________
 FW1061  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 FW1061  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 FW1061
 FW1061  HORZ ORDER  -  THIRD
 FW1061
 FW1061.The horizontal coordinates were established by classical geodetic methods
 FW1061.and adjusted by the National Geodetic Survey in November 1994..
 FW1061
 FW1061.The orthometric height was scaled from a topographic map.
 FW1061
 FW1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1061
 FW1061.The geoid height was determined by GEOID03.
 FW1061
 FW1061;                    North         East     Units Scale Factor Converg.
 FW1061;SPC VA S     - 1,164,598.796 3,761,683.200   MT  0.99997118   +1 48 11.5
 FW1061;SPC VA S     - 3,820,854.55 12,341,455.63   sFT  0.99997118   +1 48 11.5
 FW1061;UTM  18      - 4,181,471.376   453,420.222   MT  0.99962672   -0 19 26.6
 FW1061
 FW1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1061!SPC VA S     -   1.00000547  x   0.99997118  =   0.99997665
 FW1061!UTM  18      -   1.00000547  x   0.99962672  =   0.99963219
 FW1061
 FW1061:                Primary Azimuth Mark                     Grid Az
 FW1061:SPC VA S     -  DENNIS                                   287 41 51.1
 FW1061:UTM  18      -  DENNIS                                   289 49 29.2
 FW1061
 FW1061|---------------------------------------------------------------------|
 FW1061| PID    Reference Object                     Distance      Geod. Az  |
 FW1061|                                                           dddmmss.s |
 FW1061| FW1067 DENNIS                              APPROX. 2.1 KM 2893002.6 |
 FW1061|---------------------------------------------------------------------|
 FW1061
 FW1061                          SUPERSEDED SURVEY CONTROL
 FW1061
 FW1061  NAD 83(1993)-  37 46 45.84385(N)    075 31 44.24893(W) AD(       ) 3
 FW1061  NAD 83(1986)-  37 46 45.84441(N)    075 31 44.27506(W) AD(       ) 3
 FW1061  NAD 27      -  37 46 45.38834(N)    075 31 45.53154(W) AD(       ) 3
 FW1061
 FW1061.Superseded values are not recommended for survey control.
 FW1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1061.See file dsdata.txt to determine how the superseded data were derived.
 FW1061
 FW1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5342081471(NAD 83)
 FW1061_MARKER: DT = TOPOGRAPHIC STATION DISK
 FW1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1061_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FW1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1061
 FW1061  HISTORY     - Date     Condition        Report By
 FW1061  HISTORY     - 1961     MONUMENTED       CGS
 FW1061  HISTORY     - 1962     GOOD             CGS
 FW1061
 FW1061                          STATION DESCRIPTION
 FW1061
 FW1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1061'LOCATED NEAR THE SOUTH END OF ASSAWOMAN ISLAND, ABOUT 1500
 FW1061'FEET NORTH OF GARGATHY INLET, ABOUT 600 FEET NORTHWEST OF
 FW1061'A LONE TELEPHONE POLE WITH TRANSFORMER, ON A LOW GRASS COVERED
 FW1061'SAND RIDGE WHICH RUNS EAST TO WEST ACROSS THE ISLAND, 241
 FW1061'FEET WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN,
 FW1061'112 FEET SOUTHEAST OF A CLUMP OF BUSHES, 36.5 FEET NORTH OF
 FW1061'A CLUMP OF BUSHES AND 2 FEET EAST OF A METAL WITNESS POST
 FW1061'WITH WHITE SIGN ATTACHED.
 FW1061'
 FW1061'A TOPOGRAPHIC STATION DISK STAMPED BALL 1961 BRAZED TO THE
 FW1061'TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 1 FOOT.  THERE ARE
 FW1061'NO REFERENCE MARKS.
 FW1061'
 FW1061'STATIONS SUTTON 1949, DENNIS 1909 AND GARGATHY 3 1934 ARE
 FW1061'ALL VISIBLE FROM THE GROUND.
 FW1061'
 FW1061'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
 FW1061
 FW1061                          STATION RECOVERY (1962)
 FW1061
 FW1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW1061'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN FAIR
 FW1061'CONDITION.  THE STATION WAS NOT OCCUPIED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3753 ***********************************************************************
 GV3753  DESIGNATION -  BALL VFC 1931
 GV3753  PID         -  GV3753
 GV3753  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3753  USGS QUAD   -  REEDVILLE (1992)
 GV3753
 GV3753                         *CURRENT SURVEY CONTROL
 GV3753  ___________________________________________________________________
 GV3753* NAD 83(1993)-  37 50 52.14503(N)    076 22 22.83614(W)     ADJUSTED  
 GV3753* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3753  ___________________________________________________________________
 GV3753  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 GV3753  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV3753
 GV3753  HORZ ORDER  -  THIRD
 GV3753
 GV3753.The horizontal coordinates were established by classical geodetic methods
 GV3753.and adjusted by the National Geodetic Survey in November 1994..
 GV3753
 GV3753.The orthometric height was scaled from a topographic map.
 GV3753
 GV3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3753
 GV3753.The geoid height was determined by GEOID03.
 GV3753
 GV3753;                    North         East     Units Scale Factor Converg.
 GV3753;SPC VA S     - 1,170,182.978 3,687,184.669   MT  0.99998047   +1 17 27.3
 GV3753;SPC VA S     - 3,839,175.32 12,097,038.37   sFT  0.99998047   +1 17 27.3
 GV3753;UTM  18      - 4,189,818.494   379,201.818   MT  0.99977973   -0 50 33.1
 GV3753
 GV3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3753!SPC VA S     -   1.00000559  x   0.99998047  =   0.99998606
 GV3753!UTM  18      -   1.00000559  x   0.99977973  =   0.99978532
 GV3753
 GV3753:                Primary Azimuth Mark                     Grid Az
 GV3753:SPC VA S     -  EAGLE POINT VFC 1931                     026 15 36.1
 GV3753:UTM  18      -  EAGLE POINT VFC 1931                     028 23 36.5
 GV3753
 GV3753|---------------------------------------------------------------------|
 GV3753| PID    Reference Object                     Distance      Geod. Az  |
 GV3753|                                                           dddmmss.s |
 GV3753| GV3768 EAGLE POINT VFC 1931                APPROX. 0.5 KM 0273303.4 |
 GV3753| GV3771 GLEBE VFC 1931                      APPROX. 0.8 KM 0573847.0 |
 GV3753|---------------------------------------------------------------------|
 GV3753
 GV3753                          SUPERSEDED SURVEY CONTROL
 GV3753
 GV3753  NAD 83(1993)-  37 50 52.15232(N)    076 22 22.84919(W) AD(       ) 3
 GV3753  NAD 83(1986)-  37 50 52.15046(N)    076 22 22.85833(W) AD(       ) 3
 GV3753  NAD 27      -  37 50 51.69300(N)    076 22 24.05000(W) AD(       ) 3
 GV3753
 GV3753.Superseded values are not recommended for survey control.
 GV3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3753.See file dsdata.txt to determine how the superseded data were derived.
 GV3753
 GV3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7920289818(NAD 83)
 GV3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3753+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GV3753
 GV3753  HISTORY     - Date     Condition        Report By
 GV3753  HISTORY     - 1931     MONUMENTED       VACF
 GV3753  HISTORY     - 1943     GOOD             CGS
 GV3753  HISTORY     - 1955     GOOD             CGS
 GV3753  HISTORY     - 19950618 GOOD             USPSQD
 GV3753  HISTORY     - 20021121 GOOD             USPSQD
 GV3753
 GV3753                          STATION DESCRIPTION
 GV3753
 GV3753'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3753'ON THE EAST POINT OF LAND AT THE ENTRANCE TO BALLS CREEK,
 GV3753'12 YARDS FROM THE END OF THE POINT AND 4 YARDS FROM THE
 GV3753'HIGH WATER MARK ON THE SHORE TO THE NORTHWARD.  A SMALL CEDAR
 GV3753'STANDS JUST EAST OF THE STATION.
 GV3753
 GV3753                          STATION RECOVERY (1943)
 GV3753
 GV3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3753'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3753'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE TRIANGLE
 GV3753'WAS CUT IN A BLACK PINE INSTEAD OF A SPRUCE, AND THE DISTANCE
 GV3753'FROM THE STATION TO THE TRIANGLE IS 47 FEET.
 GV3753
 GV3753                          STATION RECOVERY (1955)
 GV3753
 GV3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3753'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3753'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3753'
 GV3753'STATION IS 4.0 M. INSHORE FROM THE MEAN HIGH-WATERLINE AND
 GV3753'IS BURIED 6 IN.
 GV3753
 GV3753                          STATION RECOVERY (1995)
 GV3753
 GV3753'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3753'RECOVERED IN GOOD CONDITION.
 GV3753
 GV3753                          STATION RECOVERY (2002)
 GV3753
 GV3753'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3753'STATION FOUND 20 FT. OFF SHORE, IN 2FT. OF WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3497 ***********************************************************************
 FX3497  DESIGNATION -  BALLARD
 FX3497  PID         -  FX3497
 FX3497  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3497  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3497
 FX3497                         *CURRENT SURVEY CONTROL
 FX3497  ___________________________________________________________________
 FX3497* NAD 83(1993)-  36 53 50.17000(N)    076 24 15.91451(W)     ADJUSTED  
 FX3497* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3497  ___________________________________________________________________
 FX3497  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 FX3497  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 FX3497
 FX3497  HORZ ORDER  -  THIRD
 FX3497
 FX3497.The horizontal coordinates were established by classical geodetic methods
 FX3497.and adjusted by the National Geodetic Survey in September 1995..
 FX3497
 FX3497.The orthometric height was scaled from a topographic map.
 FX3497
 FX3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3497
 FX3497.The geoid height was determined by GEOID03.
 FX3497
 FX3497;                    North         East     Units Scale Factor Converg.
 FX3497;SPC VA S     - 1,064,655.401 3,686,762.375   MT  0.99997886   +1 16 18.7
 FX3497;SPC VA S     - 3,492,956.93 12,095,652.89   sFT  0.99997886   +1 16 18.7
 FX3497;UTM  18      - 4,084,397.083   374,868.729   MT  0.99979289   -0 50 35.9
 FX3497
 FX3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3497!SPC VA S     -   1.00000535  x   0.99997886  =   0.99998421
 FX3497!UTM  18      -   1.00000535  x   0.99979289  =   0.99979824
 FX3497
 FX3497|---------------------------------------------------------------------|
 FX3497| PID    Reference Object                     Distance      Geod. Az  |
 FX3497|                                                           dddmmss.s |
 FX3497| DC8049 BALLARD RM 1                          3.880 METERS 05313     |
 FX3497| DC8050 BALLARD RM 2                          3.040 METERS 09929     |
 FX3497| FX3511 CRANEY ISLAND WEST BASE 1869         41.594 METERS 15305     |
 FX3497| FX3529 NANSEMOND RIVER LIGHTHOUSE          APPROX. 4.0 KM 2983553.2 |
 FX3497| DC8051 BALLARD RM 3                          7.410 METERS 30935     |
 FX3497|---------------------------------------------------------------------|
 FX3497
 FX3497                          SUPERSEDED SURVEY CONTROL
 FX3497
 FX3497  NAD 83(1986)-  36 53 50.17571(N)    076 24 15.94950(W) AD(       ) 3
 FX3497  NAD 27      -  36 53 49.64600(N)    076 24 17.13700(W) AD(       ) 3
 FX3497
 FX3497.Superseded values are not recommended for survey control.
 FX3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3497.See file dsdata.txt to determine how the superseded data were derived.
 FX3497
 FX3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7486984397(NAD 83)
 FX3497_MARKER: DS = TRIANGULATION STATION DISK
 FX3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3497
 FX3497  HISTORY     - Date     Condition        Report By
 FX3497  HISTORY     - 1945     MONUMENTED       USE
 FX3497  HISTORY     - 1947     GOOD             CGS
 FX3497  HISTORY     - 1955     GOOD             CGS
 FX3497  HISTORY     - 1968     MARK NOT FOUND   CGS
 FX3497  HISTORY     - 20011212 MARK NOT FOUND   NGS
 FX3497
 FX3497                          STATION DESCRIPTION
 FX3497
 FX3497'DESCRIBED BY US ENGINEERS 1945 (RLP)
 FX3497'THIS IS A STATION OF THE U.S. ENGINEERS ESTABLISHED IN 1940.  IT
 FX3497'IS MARKED BY A BRONZE DISK IN THE TOP OF A 4- BY 4-INCH CONCRETE
 FX3497'MONUMENT, STAMPED BALLARD.  THIS STATION IS ON THE S SIDE OF
 FX3497'HAMPTON ROADS, APPROXIMATELY 3 MILES W OF THE E END OF CRANEY
 FX3497'ISLAND, AT THE MOUTH OF HOFFLER CREEK, AT A POINT WHERE IT
 FX3497'EMPTIES INTO HAMPTON ROADS, ON THE ESTATE OF E.S. BALLARD,
 FX3497'APPROXIMATELY 240 METERS NW OF THE BALLARD HOUSE, APPROXIMATELY
 FX3497'4 METERS S OF THE EDGE OF THE HIGH BANK, ABOUT 225 FEET W
 FX3497'OF A PRIVATE DRIVE LEADING FROM THE BALLARD HOUSE TO THE
 FX3497'BEACH, AND 36 FEET N OF THE CENTER LINE OF A TRAIL WHICH RUNS
 FX3497'PARALLEL TO THE BEACH.  IT IS SURROUNDED BY PINE TREES.
 FX3497'
 FX3497'THE REFERENCE MARKS ARE NAILS DRIVEN INTO THE TRUNKS OF PINE
 FX3497'TREES.  A CONNECTION WAS MADE TO CRANEY ISLAND WEST BASE 1869,
 FX3497'BY TRAVERSE.
 FX3497
 FX3497                          STATION RECOVERY (1947)
 FX3497
 FX3497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLA)
 FX3497'STATION FOUND AS DESCRIBED.  MANY PINE TREES IN VICINITY.  BRUSH
 FX3497'AVERAGING 5 FEET HIGH HAS GROWN UP IN THE AREA OF THE MARK.
 FX3497'CLEARING WOULD BE REQUIRED TO USE THE STATION.  TWO VITRIFIED
 FX3497'TILE PIPE LENGTHS ARE LAID ON EITHER SIDE OF MARK.
 FX3497
 FX3497                          STATION RECOVERY (1955)
 FX3497
 FX3497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 FX3497'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 FX3497'GOOD CONDITION.
 FX3497
 FX3497                          STATION RECOVERY (1968)
 FX3497
 FX3497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3497'THE 4 IN BY 4 IN CONCRETE POST HAS BEEN DAMAGED BEYOND REPAIR
 FX3497'AND THE BRONZE MARK IS MISSING.  CONSIDER THIS MARK AS DESTROYED.
 FX3497
 FX3497                          STATION RECOVERY (2001)
 FX3497
 FX3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4466 ***********************************************************************
 HV4466  DESIGNATION -  BALLSTON
 HV4466  PID         -  HV4466
 HV4466  STATE/COUNTY-  VA/ARLINGTON
 HV4466  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4466
 HV4466                         *CURRENT SURVEY CONTROL
 HV4466  ___________________________________________________________________
 HV4466* NAD 83(1993)-  38 52 50.10858(N)    077 06 31.51553(W)     ADJUSTED  
 HV4466* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 HV4466  ___________________________________________________________________
 HV4466  X           -   1,109,199.323 (meters)                     COMP
 HV4466  Y           -  -4,846,421.204 (meters)                     COMP
 HV4466  Z           -   3,982,064.769 (meters)                     COMP
 HV4466  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 HV4466  ELLIP HEIGHT-          93.71  (meters)          (08/30/02) GPS OBS
 HV4466  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV4466
 HV4466  HORZ ORDER  -  FIRST
 HV4466  ELLP ORDER  -  FOURTH    CLASS II
 HV4466
 HV4466.The horizontal coordinates were established by classical geodetic methods
 HV4466.and adjusted by the National Geodetic Survey in November 1994..
 HV4466
 HV4466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4466
 HV4466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV4466
 HV4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4466
 HV4466.The ellipsoidal height was determined by GPS observations
 HV4466.and is referenced to NAD 83.
 HV4466
 HV4466.The geoid height was determined by GEOID03.
 HV4466
 HV4466;                    North         East     Units Scale Factor Converg.
 HV4466;SPC VA N     - 2,135,659.689 3,620,711.344   MT  0.99995890   +0 52 05.9
 HV4466;SPC VA N     - 7,006,743.50 11,878,950.47   sFT  0.99995890   +0 52 05.9
 HV4466;SPC MD       -   134,755.785   390,563.665   MT  0.99994985   -0 04 05.7
 HV4466;SPC MD       -   442,111.27  1,281,374.29   sFT  0.99994985   -0 04 05.7
 HV4466;UTM  18      - 4,305,638.610   317,083.884   MT  1.00001201   -1 19 26.5
 HV4466
 HV4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4466!SPC VA N     -   0.99998530  x   0.99995890  =   0.99994420
 HV4466!SPC MD       -   0.99998530  x   0.99994985  =   0.99993515
 HV4466!UTM  18      -   0.99998530  x   1.00001201  =   0.99999731
 HV4466
 HV4466:                Primary Azimuth Mark                     Grid Az
 HV4466:SPC VA N     -  ARLINGTON FIRST BAP CH SPIRE             052 59 43.2
 HV4466:SPC MD       -  ARLINGTON FIRST BAP CH SPIRE             053 55 54.8
 HV4466:UTM  18      -  ARLINGTON FIRST BAP CH SPIRE             055 11 15.6
 HV4466
 HV4466|---------------------------------------------------------------------|
 HV4466| PID    Reference Object                     Distance      Geod. Az  |
 HV4466|                                                           dddmmss.s |
 HV4466| HV4467 ARLINGTON FIRST BAP CH SPIRE        APPROX. 1.4 KM 0535149.1 |
 HV4466| HV4471 ARLINGTON FT MYER TANK              APPROX. 2.2 KM 0842936.8 |
 HV4466| HV4478 ARLINGTON FT MYER CHAPEL SPIRE      APPROX. 2.6 KM 0894937.8 |
 HV4466| HV4737 ARLINGTON UNITED METH CH SPIRE      APPROX. 2.2 KM 1420907.7 |
 HV4466| HV4751 ARLINGTON BAP CH SPIRE              APPROX. 2.1 KM 1474504.2 |
 HV4466| HV4736 ARLINGTON PRESB CH SPIRE            APPROX. 2.5 KM 1475016.5 |
 HV4466| DC7152 SE CORNER                            14.325 METERS 15049     |
 HV4466| HV4555 ARLINGTON HALL TANK                 APPROX. 1.4 KM 1671430.5 |
 HV4466| HV4749 ARLINGTON FOREST METH CH SPIRE      APPROX. 1.4 KM 1924715.8 |
 HV4466| DC7613 SW CORNER                            14.323 METERS 20050     |
 HV4466| HV4474 ARLINGTON FIRST PRESB CH SPIRE      APPROX. 0.5 KM 2252312.8 |
 HV4466| HV4796 ARLINGTON CH OF BRETHERN SPIRE      APPROX. 2.8 KM 2402125.1 |
 HV4466| HV4777 FALLS CHURCH WILLISTON TANK         APPROX. 3.4 KM 2551325.5 |
 HV4466| HV4794 CAVALIER                            APPROX. 3.5 KM 2583543.0 |
 HV4466| HV4853 ARLINGTON WESTOVER BAP CH           APPROX. 2.6 KM 2730859.7 |
 HV4466| HV4808 ARLINGTON TV WTTG TOWER             APPROX. 2.3 KM 3015657.4 |
 HV4466| HV4805 ARLINGTON ATT MICROWAVE             APPROX. 2.9 KM 3062250.0 |
 HV4466| HV4807 ARLINGTON RAD STA WAVA MAST         APPROX. 2.8 KM 3073632.4 |
 HV4466| HV4476 ARLINGTON MT OLIVE METH CH          APPROX. 1.3 KM 3160557.1 |
 HV4466| HV4465 ARLINGTON CENTRAL METH CH           274.092 METERS 32020     |
 HV4466| HV4475 ARLINGTON COUNTY TANK               APPROX. 2.6 KM 3371749.5 |
 HV4466|---------------------------------------------------------------------|
 HV4466
 HV4466                          SUPERSEDED SURVEY CONTROL
 HV4466
 HV4466  ELLIP H (11/14/94)   93.69   (m)                       GP(       ) 4 2
 HV4466  NAD 83(1993)-  38 52 50.10735(N)    077 06 31.51748(W) AD(       ) 1
 HV4466  NAD 83(1986)-  38 52 50.10721(N)    077 06 31.52754(W) AD(       ) 1
 HV4466  NAD 27      -  38 52 49.70539(N)    077 06 32.60082(W) AD(       ) 1
 HV4466  NGVD 29 (07/19/86)  125.9    (m)          413.     (f) VERT ANG       
 HV4466
 HV4466.Superseded values are not recommended for survey control.
 HV4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4466.See file dsdata.txt to determine how the superseded data were derived.
 HV4466
 HV4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1708405639(NAD 83)
 HV4466_MARKER: DD = SURVEY DISK
 HV4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4466_SP_SET: CONCRETE POST
 HV4466_STAMPING: BALLSTON 1969
 HV4466_MARK LOGO: CGS   
 HV4466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4466+STABILITY: SURFACE MOTION
 HV4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV4466+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV4466
 HV4466  HISTORY     - Date     Condition        Report By
 HV4466  HISTORY     - 1969     MONUMENTED       CGS
 HV4466  HISTORY     - 1969     GOOD             CGS
 HV4466  HISTORY     - 19911010 GOOD             MSI
 HV4466
 HV4466                          STATION DESCRIPTION
 HV4466
 HV4466'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4466'THE STATION IS ON THE HIGHEST ROOF OF THE BALLSTON CENTER TOWER TWO
 HV4466'OFFICE BUILDING, LOCATED AT 108 NORTH RANDOLPH STREET IN ARLINGTON
 HV4466'AND IT IS THE WEST ONE OF TWO IDENTICAL BUILDINGS.
 HV4466'
 HV4466'STATION MARK IS A STANDARD DISK, STAMPED BALLSTON 1969, FIXED TO THE
 HV4466'ROOF WITH ROOFING COMPOUND UNDER A 6 INCH CYLINDRICAL COPPER CAP,
 HV4466'THAT PROJECTS 8 INCHES ABOVE THE ROOF.  IT IS 20.0 FEET WEST OF THE
 HV4466'EAST EDGE OF THE ROOF AND 42.6 FEET NORTH OF THE SOUTH EDGE OF THE
 HV4466'ROOF.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE TO THE SOUTHEAST
 HV4466'CORNER OF THE ROOF IS 47.29 FEET OR 14.414 METERS.  THE DISTANCE TO
 HV4466'THE SOUTHWEST CORNER IS 47.29 FEET OR 14.414 METERS.
 HV4466
 HV4466                          STATION RECOVERY (1969)
 HV4466
 HV4466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV4466'RECOVERED IN GOOD CONDITION.
 HV4466
 HV4466                          STATION RECOVERY (1991)
 HV4466
 HV4466'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV4466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5565 ***********************************************************************
 HV5565  DESIGNATION -  BALTIMORE
 HV5565  PID         -  HV5565
 HV5565  STATE/COUNTY-  VA/FAUQUIER
 HV5565  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV5565
 HV5565                         *CURRENT SURVEY CONTROL
 HV5565  ___________________________________________________________________
 HV5565* NAD 83(1993)-  38 46 34.23221(N)    077 44 56.30210(W)     ADJUSTED  
 HV5565* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 HV5565  ___________________________________________________________________
 HV5565  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 HV5565  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV5565
 HV5565  HORZ ORDER  -  THIRD
 HV5565
 HV5565.The horizontal coordinates were established by classical geodetic methods
 HV5565.and adjusted by the National Geodetic Survey in November 1994..
 HV5565
 HV5565.The orthometric height was scaled from a topographic map.
 HV5565
 HV5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5565
 HV5565.The geoid height was determined by GEOID03.
 HV5565
 HV5565;                    North         East     Units Scale Factor Converg.
 HV5565;SPC VA N     - 2,123,421.661 3,565,259.412   MT  0.99995221   +0 28 07.4
 HV5565;SPC VA N     - 6,966,592.57 11,697,021.92   sFT  0.99995221   +0 28 07.4
 HV5565;UTM  18      - 4,295,528.398   261,193.542   MT  1.00030231   -1 43 20.8
 HV5565
 HV5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5565!SPC VA N     -   0.99997182  x   0.99995221  =   0.99992403
 HV5565!UTM  18      -   0.99997182  x   1.00030231  =   1.00027412
 HV5565
 HV5565|---------------------------------------------------------------------|
 HV5565| PID    Reference Object                     Distance      Geod. Az  |
 HV5565|                                                           dddmmss.s |
 HV5565| DC6661 BALTIMORE RM 1                       13.448 METERS 07400     |
 HV5565| DC6660 BALTIMORE AZ MK                                    0871759.5 |
 HV5565| DC6662 BALTIMORE RM 2                       43.977 METERS 17955     |
 HV5565| HV5611 WARRENTON COURTHOUSE SPIRE          APPROX. 8.0 KM 2102025.0 |
 HV5565| HV5604 WARRENTON NASH ESTATE TANK          APPROX. 8.2 KM 2440820.3 |
 HV5565|---------------------------------------------------------------------|
 HV5565
 HV5565                          SUPERSEDED SURVEY CONTROL
 HV5565
 HV5565  NAD 83(1993)-  38 46 34.23316(N)    077 44 56.30927(W) AD(       ) 3
 HV5565  NAD 83(1986)-  38 46 34.23324(N)    077 44 56.30924(W) AD(       ) 3
 HV5565  NAD 27      -  38 46 33.81300(N)    077 44 57.33200(W) AD(       ) 3
 HV5565
 HV5565.Superseded values are not recommended for survey control.
 HV5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5565.See file dsdata.txt to determine how the superseded data were derived.
 HV5565
 HV5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6119495528(NAD 83)
 HV5565_MARKER: DS = TRIANGULATION STATION DISK
 HV5565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5565
 HV5565  HISTORY     - Date     Condition        Report By
 HV5565  HISTORY     - 1942     MONUMENTED       CGS
 HV5565
 HV5565                          STATION DESCRIPTION
 HV5565
 HV5565'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5565'STATION IS LOCATED 5 MILES NE OF WARRENTON AND 1-1/4 MILES
 HV5565'NW OF BALTIMORE, AT TOP OF HILL AND PINE WOODS, ON LAND OWNED
 HV5565'AND OCCUPIED BY MR. F.W. EDWARDS, 0.15 MILE W OF THE HOUSE AND
 HV5565'BARN, 0.2 MILE N OF COUNTY HIGHWAY 694.  IT IS 38 FEET E OF A
 HV5565'15-INCH TRIANGULAR-BLAZED CEDAR TREE, 1 FOOT N OF E-W FENCE
 HV5565'LINE, AND AT THE S EDGE OF A PINE WOODS ON HIGHEST POINT OF
 HV5565'HILL.  MARK PROJECTS 4 INCHES AND IS STAMPED BALTIMORE 1942.
 HV5565'
 HV5565'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARKS
 HV5565'ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN
 HV5565'NOTES 1A, 7A, AND 11A.
 HV5565'
 HV5565'REFERENCE MARK NO. 1 IS 44 FEET E OF STATION AND 3 FEET N OF
 HV5565'E-W FENCE LINE AT S EDGE OF PINE WOODS AND E EDGE OF HILL.  MARK
 HV5565'PROJECTS 6 INCHES AND IS STAMPED BALTIMORE 1942.
 HV5565'
 HV5565'REFERENCE MARK NO. 2 IS 144 FEET S OF STATION AND IN A LARGE
 HV5565'PASTURE FIELD.  THE MARK IS A STANDARD DISK SET IN A DRILL
 HV5565'HOLE IN A BOULDER 10 BY 15 INCHES, 4 INCHES ABOVE GROUND LEVEL
 HV5565'AND ABOUT 5 FEET BELOW STATION ELEVATION.  IT IS STAMPED BALTIMORE
 HV5565'1942.
 HV5565'
 HV5565'AZIMUTH MARK IS 0.4 MILE ESE OF STATION, 45 FEET S OF TELEPHONE
 HV5565'POLE NO. 20, 15 FEET W OF CENTER LINE OF COUNTY HIGHWAY 674,
 HV5565'6 FEET S OF A GATE AND IN FENCE LINE OF A N-S WOOD-RAIL
 HV5565'FENCE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED BALTIMORE
 HV5565'1942.  TO REACH THE MARK FROM STATION GO E 0.15 MILE TO
 HV5565'FARMHOUSE, THEN S FOR 0.05 MILE TO COUNTY HIGHWAY 694.  TURN LEFT
 HV5565'(E) ON COUNTY HIGHWAY 694 AND GO 0.6 MILE TO INTERSECTION OF
 HV5565'COUNTY ROAD 694 AND 674.  TURN RIGHT S ON COUNTY ROAD 674 AND GO
 HV5565'0.15 MILE TO GATE IN WOOD-RAIL FENCE ON RIGHT AND AZIMUTH
 HV5565'MARK.
 HV5565'
 HV5565'TO REACH THE STATION FROM COURTHOUSE IN WARRENTON GO E ON U.S.
 HV5565'HIGHWAY 211 FOR 1.3 MILES TO JUNCTION OF U.S. HIGHWAYS 211 AND
 HV5565'29 BYPASS.  CONTINUE N ON U.S. HIGHWAYS 211 AND 29 FOR 4.1
 HV5565'MILES TO S LIMIT OF NEW BALTIMORE, VIRGINIA, TURN LEFT ON
 HV5565'COUNTY HIGHWAY 674 AND GO NORTHERLY FOR 0.3 MILE TO A FORKS.
 HV5565'TAKE RIGHT FORK N ON COUNTY ROAD 674 FOR 0.95 MILE TO JUNCTION
 HV5565'OF COUNTY ROADS 674 AND 694, TURN LEFT W ON COUNTY ROAD 694 AND
 HV5565'GO 0.6 MILE TO A LANE AT BOTTOM OF HILL ON RIGHT LEADING TO
 HV5565'FARMHOUSE, TURN RIGHT N ON FARM ROAD AND GO 0.05 MILE TO A
 HV5565'HOUSE AND BARN, GO THROUGH GATE ON N SIDE OF BARN AND CONTINUE
 HV5565'UP HILL AND W ALONG PINE WOODS FOR 0.15 MILE TO TOP OF
 HV5565'HILL AND STATION.
 HV5565'
 HV5565'A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0596 ***********************************************************************
 FY0596  DESIGNATION -  BANISTER
 FY0596  PID         -  FY0596
 FY0596  STATE/COUNTY-  VA/HALIFAX
 FY0596  USGS QUAD   -  OMEGA (1980)
 FY0596
 FY0596                         *CURRENT SURVEY CONTROL
 FY0596  ___________________________________________________________________
 FY0596* NAD 83(1993)-  36 44 12.10239(N)    078 50 45.19890(W)     ADJUSTED  
 FY0596* NAVD 88     -       124.892  (meters)     409.75   (feet)  ADJUSTED  
 FY0596  ___________________________________________________________________
 FY0596  X           -     989,992.688 (meters)                     COMP
 FY0596  Y           -  -5,020,930.363 (meters)                     COMP
 FY0596  Z           -   3,794,072.513 (meters)                     COMP
 FY0596  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FY0596  ELLIP HEIGHT-          93.71  (meters)          (09/08/95) GPS OBS
 FY0596  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0596  DYNAMIC HT  -         124.797 (meters)     409.44  (feet)  COMP
 FY0596  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 FY0596
 FY0596  HORZ ORDER  -  SECOND
 FY0596  VERT ORDER  -  SECOND    CLASS 0
 FY0596  ELLP ORDER  -  FOURTH    CLASS II
 FY0596
 FY0596.The horizontal coordinates were established by classical geodetic methods
 FY0596.and adjusted by the National Geodetic Survey in September 1995..
 FY0596
 FY0596.The orthometric height was determined by differential leveling
 FY0596.and adjusted by the National Geodetic Survey in June 1991..
 FY0596
 FY0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY0596
 FY0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0596
 FY0596.The ellipsoidal height was determined by GPS observations
 FY0596.and is referenced to NAD 83.
 FY0596
 FY0596.The geoid height was determined by GEOID03.
 FY0596
 FY0596.The dynamic height is computed by dividing the NAVD 88
 FY0596.geopotential number by the normal gravity value computed on the
 FY0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0596.degrees latitude (g = 980.6199 gals.).
 FY0596
 FY0596.The modeled gravity was interpolated from observed gravity values.
 FY0596
 FY0596;                    North         East     Units Scale Factor Converg.
 FY0596;SPC VA S     - 1,044,819.564 3,469,105.940   MT  1.00000558   -0 12 35.7
 FY0596;SPC VA S     - 3,427,878.85 11,381,558.40   sFT  1.00000558   -0 12 35.7
 FY0596;UTM  17      - 4,067,826.950   692,336.228   MT  1.00005577   +1 17 19.9
 FY0596
 FY0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0596!SPC VA S     -   0.99998529  x   1.00000558  =   0.99999087
 FY0596!UTM  17      -   0.99998529  x   1.00005577  =   1.00004106
 FY0596
 FY0596:                Primary Azimuth Mark                     Grid Az
 FY0596:SPC VA S     -  BANISTER AZ MK                           014 17 10.0
 FY0596:UTM  17      -  BANISTER AZ MK                           012 47 14.4
 FY0596
 FY0596|---------------------------------------------------------------------|
 FY0596| PID    Reference Object                     Distance      Geod. Az  |
 FY0596|                                                           dddmmss.s |
 FY0596| FY0595 BANISTER AZ MK                                     0140434.3 |
 FY0596| FY0597 BANISTER RM 1                         9.466 METERS 20333     |
 FY0596|---------------------------------------------------------------------|
 FY0596
 FY0596                          SUPERSEDED SURVEY CONTROL
 FY0596
 FY0596  NAD 83(1993)-  36 44 12.10357(N)    078 50 45.19624(W) AD(       ) 2
 FY0596  NAD 83(1986)-  36 44 12.10262(N)    078 50 45.20589(W) AD(       ) 2
 FY0596  NAD 27      -  36 44 11.61016(N)    078 50 46.17321(W) AD(       ) 2
 FY0596  NGVD 29 (??/??/92)  125.159  (m)          410.63   (f) ADJ UNCH    2 0
 FY0596
 FY0596.Superseded values are not recommended for survey control.
 FY0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0596.See file dsdata.txt to determine how the superseded data were derived.
 FY0596
 FY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9233667827(NAD 83)
 FY0596_MARKER: DE = TRAVERSE STATION DISK
 FY0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0596_SP_SET: SQUARE CONCRETE MONUMENT
 FY0596_STAMPING: BANISTER 1965
 FY0596_MARK LOGO: CGS   
 FY0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0596+STABILITY: SURFACE MOTION
 FY0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0596+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 FY0596
 FY0596  HISTORY     - Date     Condition        Report By
 FY0596  HISTORY     - 1965     MONUMENTED       CGS
 FY0596  HISTORY     - 1965     GOOD             CGS
 FY0596  HISTORY     - 1987     GOOD             NGS
 FY0596  HISTORY     - 1987     GOOD             NGS
 FY0596  HISTORY     - 19880427 GOOD
 FY0596  HISTORY     - 19901129 GOOD             NGS
 FY0596  HISTORY     - 20020410 GOOD             RSA
 FY0596
 FY0596                          STATION DESCRIPTION
 FY0596
 FY0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0596'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SOUTH BOSTON,
 FY0596'0.6 MILE SOUTH OF THE BANISTER RIVER BRIDGE AND IN THE MEDIAN
 FY0596'OF STATE HIGHWAY 304.
 FY0596'
 FY0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58 AND
 FY0596'501 IN THE SOUTH PART OF RIVERDALE, GO EAST ON U.S. HIGHWAY 58
 FY0596'FOR 0.7 MILE TO ITS JUNCTION WITH STATE HIGHWAY 304 ON THE
 FY0596'LEFT, TURN LEFT ON STATE HIGHWAY 304 AND GO NORTHERLY FOR
 FY0596'4.3 MILES TO THE JUNCTION OF COUNTY ROUTE 729, CONTINUE STRAIGHT
 FY0596'AHEAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FY0596'
 FY0596'THE STATION MARK IS 53 FEET EAST OF THE CENTERLINE OF THE SOUTH
 FY0596'BOUND TRAFFIC LANE OF STATE HIGHWAY 304 AND 28 FEET WEST OF THE
 FY0596'CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 304.
 FY0596'IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST,
 FY0596'FLUSH AND STAMPED BANISTER 1965.
 FY0596'
 FY0596'REFERENCE MARK NO. 1 IS 53 FEET EAST OF THE CENTERLINE OF THE
 FY0596'SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 304 AND 28 FEET
 FY0596'WEST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF STATE
 FY0596'HIGHWAY 304.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FY0596'POST, FLUSH AND STAMPED BANISTER NO 1 1965.
 FY0596'
 FY0596'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 FY0596'SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 304, 4.6 FEET SOUTHEAST
 FY0596'OF A 6-INCH PINE TREE AND 1.9 FEET EAST OF A METAL WITNESS
 FY0596'POST.  IT IS A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH
 FY0596'PROJECTS 2 INCHES AND STAMPED BANISTER 1965.
 FY0596'
 FY0596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 FY0596'HIGHWAY 304 FOR 0.4 MILE TO A CROSS-OVER AND THE MARK ON THE
 FY0596'LEFT.
 FY0596'
 FY0596'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY0596
 FY0596                          STATION RECOVERY (1965)
 FY0596
 FY0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FY0596'4.7 MI N FROM RIVERDALE.
 FY0596'4.7 MILES NORTH ALONG STATE HIGHWAY 304 FROM THE JUNCTION OF
 FY0596'U.S. HIGHWAY 58 AND STATE HIGHWAY 304, WHICH IS ABOUT 1.0 MILE
 FY0596'EAST OF RIVERDALE, 0.15 MILE NORTH OF COUNTY ROAD 729, 53 FEET
 FY0596'EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY, 28 FEET
 FY0596'WEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY, SET
 FY0596'IN THE TOP OF A CONCRETE POST, FLUSH AND IS ABOUT LEVEL WITH THE
 FY0596'HIGHWAY.
 FY0596
 FY0596                          STATION RECOVERY (1987)
 FY0596
 FY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FY0596'THE STATION WAS RECOVERED AT THIS DATE.
 FY0596'IN GOOD CONDITION, OTHER MARKS WERE NOT SEARCHED FOR.
 FY0596'
 FY0596'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 FY0596'NORTHEAST OF SOUTH BOSTON, IN A GRASS MEDIAN OF A FOUR LANE HIGHWAY.
 FY0596'OWNERSHIP--VA DEPT OF HIGHWAYS, 1401 EAST BROAD STREET,
 FY0596'RICHMOND VA 23219.
 FY0596'
 FY0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58 AND 501
 FY0596'IN RIVERDALE, A SUBURB OF SOUTH BOSTON.  GO EAST ON HIGHWAY 58 FOR
 FY0596'1.1 KM (0.7 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 360 ON THE LEFT.
 FY0596'TURN LEFT AND GO NORTH ON HIGHWAY 360 FOR 5.1 KM (3.1 MI) TO STATE
 FY0596'ROAD 716 ON THE RIGHT, CONTINUE NORTHEAST FOR 2.2 KM (1.35 MI) TO
 FY0596'STATE ROAD 729.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE STATION
 FY0596'ON THE LEFT, JUST PAST HIGH GROUND IN MEDIAN.
 FY0596'
 FY0596'THE STATION IS A STANDARD CGS DISK
 FY0596'STAMPED---BANISTER 1965---,
 FY0596'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FY0596'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FY0596'36.0 METERS (118.1 FT) NORTHWEST FROM THE EXTENDED NORTH WALL OF A
 FY0596'LOG HOUSE,
 FY0596'35.8 METERS (117.5 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL B48,
 FY0596'17.1 METERS (56.1 FT) NORTHWEST FROM A T-FENCE CORNER,
 FY0596'16.0 METERS (52.5 FT) SOUTHEAST FROM THE SOUTHBOUND LANES,
 FY0596'8.3 METERS (27.2 FT) NORTHWEST FROM THE NORTHBOUND LANES, AND ABOUT
 FY0596'0.5 METER (1.6 FT) LOWER THAN THE NORTHBOUND LANES AND 1.5 METERS
 FY0596'(4.9 FT) HIGHER THAN THE SOUTHBOUND LANES.
 FY0596'THE UNDERGROUND MARK WAS NOT SEARCHED FOR AT THIS TIME.
 FY0596'
 FY0596'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FY0596'1987.
 FY0596'
 FY0596'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FY0596'
 FY0596'DESCRIBED BY G.R. HEID.
 FY0596
 FY0596                          STATION RECOVERY (1987)
 FY0596
 FY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 FY0596'THE STATION WAS RECOVERED AT THIS DATE.
 FY0596'OTHER MARKS NOT SEARCHED FOR.
 FY0596'
 FY0596'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST-NORTHEAST OF
 FY0596'SOUTH BOSTON IN THE GRASS MEDIAN OF THE FOUR LANE HIGHWAY.
 FY0596'OWNERSHIP--VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION.
 FY0596'
 FY0596'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 58 AND 501 IN
 FY0596'RIVERDALE (A SUBURB OF SOUTH BOSTON), GO EAST FOR
 FY0596'1.1 KM (0.7 MI) ON HIGHWAY 58 TO ITS JUNCTION WITH US HIGHWAY 360
 FY0596'ON THE LEFT.
 FY0596'TURN LEFT AND GO NORTH FOR 5.0 KM (3.1 MI) ON HIGHWAY 360 TO STATE
 FY0596'ROUTE 716 ON THE RIGHT.
 FY0596'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FY0596'2.2 KM (1.35 MI) ON HIGHWAY 360 TO THE INTERSECTION OF STATE ROUTE
 FY0596'729.
 FY0596'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FY0596'0.2 KM (0.1 MI) ON HIGHWAY 360 TO THE STATION ON THE LEFT JUST PAST
 FY0596'THE HIGH GROUND IN THE MEDIAN.
 FY0596'
 FY0596'THE STATION IS A STANDARD CGS DISK
 FY0596'STAMPED---BANISTER 1965---,
 FY0596'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FY0596'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FY0596'35.8 METERS (117.5 FT) WEST-SOUTHWEST FROM A TELEPHONE PEDESTAL
 FY0596'B48,
 FY0596'17.1 METERS (56.1 FT) NORTHWEST FROM A T-FENCE CORNER,
 FY0596'16.0 METERS (52.5 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHBOUND
 FY0596'HIGHWAY LANES,
 FY0596'11.5 METERS (37.7 FT) NORTHEAST FROM THE EXTENDED NORTH WALL OF A
 FY0596'LOG HOUSE,
 FY0596'8.3 METERS (27.2 FT) NORTHWEST FROM THE CENTER OF THE NORTHBOUND
 FY0596'HIGHWAY LANES,
 FY0596'0.2 METERS (0.7 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST, AND
 FY0596'0.5 METERS LOWER THAN THE NORTHBOUND HIGHWAY LANES.
 FY0596'
 FY0596'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 FY0596
 FY0596                          STATION RECOVERY (1988)
 FY0596
 FY0596'RECOVERED 1988
 FY0596'RECOVERED IN GOOD CONDITION.
 FY0596
 FY0596                          STATION RECOVERY (1990)
 FY0596
 FY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FY0596'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST-NORTHEAST OF SOUTH
 FY0596'BOSTON, IN THE GRASSY MEDIAN OF U.S. HIGHWAY 360 AND 0.16 KM
 FY0596'(0.10 MI) NORTHEAST OF THE JUNCTION OF COUNTY ROAD 729.
 FY0596'OWNERSHIP--VIRGINIA DEPARTMENT OF TRANSPORTATION, 1401 EAST BROAD
 FY0596'STREET, RICHMOND, VA 23219. PHONE 000-000-0000.
 FY0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58 AND 360, ON
 FY0596'THE SOUTHEAST SIDE OF SOUTH BOSTON, GO NORTHEAST ON U.S. HIGHWAY 360
 FY0596'FOR 7.2 KM (4.5 MI) TO THE JUNCTION OF COUNTY ROAD 729, CONTINUE
 FY0596'AHEAD ON HIGHWAY 360 FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT
 FY0596'IN THE GRASSY MEDIAN OF THE HIGHWAY.
 FY0596'THE STATION IS LOCATED ABOUT 0.5 M (1.6 FT) LOWER THAN THE NORTHBOUND
 FY0596'LANE OF THE HIGHWAY, 16.0 M (52.5 FT) SOUTHEAST OF THE SOUTHBOUND
 FY0596'LANE OF THE HIGHWAY, 8.3 M (27.2 FT) NORTHWEST OF THE CENTERLINE OF
 FY0596'THE NORTHBOUND LANE OF THE HIGHWAY, 11.5 M (37.7 FT) NORTHEAST OF THE
 FY0596'EXTENDED LINE OF THE NORTHEAST SIDE OF A LOG HOUSE AND 0.2 M
 FY0596'(0.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 FY0596
 FY0596                          STATION RECOVERY (2002)
 FY0596
 FY0596'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2002 (DWS)
 FY0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0595 ***********************************************************************
 FY0595  DESIGNATION -  BANISTER AZ MK
 FY0595  PID         -  FY0595
 FY0595  STATE/COUNTY-  VA/HALIFAX
 FY0595  USGS QUAD   -  OMEGA (1980)
 FY0595
 FY0595                         *CURRENT SURVEY CONTROL
 FY0595  ___________________________________________________________________
 FY0595* NAD 83(1986)-  36 44 35.     (N)    078 50 37.     (W)     SCALED    
 FY0595* NAVD 88     -       102.544  (meters)     336.43   (feet)  ADJUSTED  
 FY0595  ___________________________________________________________________
 FY0595  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0595  DYNAMIC HT  -         102.466 (meters)     336.17  (feet)  COMP
 FY0595  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 FY0595
 FY0595  VERT ORDER  -  SECOND    CLASS 0
 FY0595
 FY0595.The horizontal coordinates were scaled from a topographic map and have
 FY0595.an estimated accuracy of +/- 6 seconds.
 FY0595
 FY0595.The orthometric height was determined by differential leveling
 FY0595.and adjusted by the National Geodetic Survey in June 1991..
 FY0595
 FY0595.The geoid height was determined by GEOID03.
 FY0595
 FY0595.The dynamic height is computed by dividing the NAVD 88
 FY0595.geopotential number by the normal gravity value computed on the
 FY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0595.degrees latitude (g = 980.6199 gals.).
 FY0595
 FY0595.The modeled gravity was interpolated from observed gravity values.
 FY0595
 FY0595;                    North         East    Units  Estimated Accuracy
 FY0595;SPC VA S     - 1,045,530.    3,469,310.      MT  (+/- 180 meters Scaled)
 FY0595
 FY0595                          SUPERSEDED SURVEY CONTROL
 FY0595
 FY0595  NGVD 29 (??/??/92)  102.812  (m)          337.31   (f) ADJ UNCH    2 0
 FY0595
 FY0595.Superseded values are not recommended for survey control.
 FY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0595.See file dsdata.txt to determine how the superseded data were derived.
 FY0595
 FY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA925685(NAD 83)
 FY0595_MARKER: DZ = AZIMUTH MARK DISK
 FY0595_SETTING: 0 = UNSPECIFIED SETTING
 FY0595_STAMPING: BANISTER 1965
 FY0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0595
 FY0595  HISTORY     - Date     Condition        Report By
 FY0595  HISTORY     - 1965     MONUMENTED       CGS
 FY0595
 FY0595                          STATION DESCRIPTION
 FY0595
 FY0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0595'5.1 MI N FROM RIVERDALE.
 FY0595'5.1 MILES NORTH ALONG STATE HIGHWAY 304 FROM THE JUNCTION OF
 FY0595'U.S. HIGHWAY 58 AND STATE HIGHWAY 304, WHICH IS ABOUT 1.0 MILE
 FY0595'EAST OF RIVERDALE, 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 FY0595'SOUTH BOUND LANE OF HIGHWAY, 4.6 FEET SOUTHEAST OF A 6-INCH
 FY0595'PINE TREE, 1.9 FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT
 FY0595'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0597 ***********************************************************************
 FY0597  DESIGNATION -  BANISTER RM 1
 FY0597  PID         -  FY0597
 FY0597  STATE/COUNTY-  VA/HALIFAX
 FY0597  USGS QUAD   -  OMEGA (1980)
 FY0597
 FY0597                         *CURRENT SURVEY CONTROL
 FY0597  ___________________________________________________________________
 FY0597* NAD 83(1986)-  36 44 11.     (N)    078 50 45.     (W)     SCALED    
 FY0597* NAVD 88     -       125.317  (meters)     411.14   (feet)  ADJUSTED  
 FY0597  ___________________________________________________________________
 FY0597  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0597  DYNAMIC HT  -         125.222 (meters)     410.83  (feet)  COMP
 FY0597  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 FY0597
 FY0597  VERT ORDER  -  SECOND    CLASS 0
 FY0597
 FY0597.The horizontal coordinates were scaled from a topographic map and have
 FY0597.an estimated accuracy of +/- 6 seconds.
 FY0597
 FY0597.The orthometric height was determined by differential leveling
 FY0597.and adjusted by the National Geodetic Survey in June 1991..
 FY0597
 FY0597.The geoid height was determined by GEOID03.
 FY0597
 FY0597.The dynamic height is computed by dividing the NAVD 88
 FY0597.geopotential number by the normal gravity value computed on the
 FY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0597.degrees latitude (g = 980.6199 gals.).
 FY0597
 FY0597.The modeled gravity was interpolated from observed gravity values.
 FY0597
 FY0597;                    North         East    Units  Estimated Accuracy
 FY0597;SPC VA S     - 1,044,790.    3,469,110.      MT  (+/- 180 meters Scaled)
 FY0597
 FY0597                          SUPERSEDED SURVEY CONTROL
 FY0597
 FY0597  NGVD 29 (??/??/92)  125.584  (m)          412.02   (f) ADJ UNCH    2 0
 FY0597
 FY0597.Superseded values are not recommended for survey control.
 FY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0597.See file dsdata.txt to determine how the superseded data were derived.
 FY0597
 FY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA923677(NAD 83)
 FY0597_MARKER: DR = REFERENCE MARK DISK
 FY0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0597_STAMPING: BANISTER NO 1 1965
 FY0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0597+STABILITY: SURFACE MOTION
 FY0597
 FY0597  HISTORY     - Date     Condition        Report By
 FY0597  HISTORY     - 1965     MONUMENTED       CGS
 FY0597
 FY0597                          STATION DESCRIPTION
 FY0597
 FY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0597'4.7 MI N FROM RIVERDALE.
 FY0597'AT THE BANISTER STATION SITE-- 31.06 FEET SOUTH OF THE STATION
 FY0597'MARK, 53 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 FY0597'HIGHWAY, 28 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND LANE
 FY0597'OF HIGHWAY, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 FY0597'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0818 ***********************************************************************
 GW0818  DESIGNATION -  BANK
 GW0818  PID         -  GW0818
 GW0818  STATE/COUNTY-  VA/NELSON
 GW0818  USGS QUAD   -  ARRINGTON (1984)
 GW0818
 GW0818                         *CURRENT SURVEY CONTROL
 GW0818  ___________________________________________________________________
 GW0818* NAD 83(1993)-  37 41 58.59380(N)    078 56 43.86216(W)     ADJUSTED  
 GW0818* NAVD 88     -       239.756  (meters)     786.60   (feet)  ADJUSTED  
 GW0818  ___________________________________________________________________
 GW0818  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 GW0818  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0818  DYNAMIC HT  -         239.579 (meters)     786.02  (feet)  COMP
 GW0818  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GW0818
 GW0818  HORZ ORDER  -  SECOND
 GW0818  VERT ORDER  -  SECOND    CLASS 0
 GW0818
 GW0818.The horizontal coordinates were established by classical geodetic methods
 GW0818.and adjusted by the National Geodetic Survey in November 1994..
 GW0818
 GW0818.The orthometric height was determined by differential leveling
 GW0818.and adjusted by the National Geodetic Survey in June 1991..
 GW0818
 GW0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0818
 GW0818.The geoid height was determined by GEOID03.
 GW0818
 GW0818.The dynamic height is computed by dividing the NAVD 88
 GW0818.geopotential number by the normal gravity value computed on the
 GW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0818.degrees latitude (g = 980.6199 gals.).
 GW0818
 GW0818.The modeled gravity was interpolated from observed gravity values.
 GW0818
 GW0818;                    North         East     Units Scale Factor Converg.
 GW0818;SPC VA S     - 1,151,717.355 3,460,711.678   MT  0.99996216   -0 16 13.4
 GW0818;SPC VA S     - 3,778,592.69 11,354,018.23   sFT  0.99996216   -0 16 13.4
 GW0818;UTM  17      - 4,174,473.173   681,121.257   MT  1.00000408   +1 15 24.1
 GW0818
 GW0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0818!SPC VA S     -   0.99996740  x   0.99996216  =   0.99992956
 GW0818!UTM  17      -   0.99996740  x   1.00000408  =   0.99997148
 GW0818
 GW0818|---------------------------------------------------------------------|
 GW0818| PID    Reference Object                     Distance      Geod. Az  |
 GW0818|                                                           dddmmss.s |
 GW0818| GW0819 BANK RM 1                             8.949 METERS 01025     |
 GW0818| GW0822 STEVAN                              APPROX. 2.4 KM 0511928.8 |
 GW0818|---------------------------------------------------------------------|
 GW0818
 GW0818                          SUPERSEDED SURVEY CONTROL
 GW0818
 GW0818  NAD 83(1986)-  37 41 58.60176(N)    078 56 43.86733(W) AD(       ) 2
 GW0818  NAD 27      -  37 41 58.09068(N)    078 56 44.78182(W) AD(       ) 2
 GW0818  NGVD 29 (??/??/92)  239.955  (m)          787.25   (f) ADJ UNCH    2 0
 GW0818
 GW0818.Superseded values are not recommended for survey control.
 GW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0818.See file dsdata.txt to determine how the superseded data were derived.
 GW0818
 GW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8112174473(NAD 83)
 GW0818_MARKER: DE = TRAVERSE STATION DISK
 GW0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW0818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW0818_STAMPING: BANK 1965
 GW0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0818
 GW0818  HISTORY     - Date     Condition        Report By
 GW0818  HISTORY     - 1965     MONUMENTED       CGS
 GW0818  HISTORY     - 1965     GOOD             CGS
 GW0818
 GW0818                          STATION DESCRIPTION
 GW0818
 GW0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0818'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF AMHERST,
 GW0818'6 MILES SOUTHWEST OF LOVINGSTON, 1 MILE SOUTH OF THE JUNCTION
 GW0818'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 158 AND ON THE WEST
 GW0818'SIDE OF U.S. HIGHWAY 29 ON AN EMBANKMENT THAT IS ABOUT 30
 GW0818'FEET ABOVE THE ROAD-BED.
 GW0818'
 GW0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW0818'AND STATE HIGHWAY 56 IN THE SOUTH EDGE OF LOVINGSTON, GO
 GW0818'SOUTHERLY ON U.S. HIGHWAY 29 FOR 4.5 MILES TO THE JUNCTION
 GW0818'OF STATE HIGHWAY 158 ON THE RIGHT, CONTINUE SOUTHERLY ON
 GW0818'U.S. HIGHWAY 29 FOR 1.1 MILE TO A DIRT ROAD ON THE RIGHT,
 GW0818'THIS IS JUST AS YOU ENTER A STEEP CUT IN ROAD-BED, CONTINUE
 GW0818'ON U.S. HIGHWAY 29 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 GW0818'
 GW0818'THE STATION MARK IS ABOUT 60 FEET WEST OF U.S. HIGHWAY 29
 GW0818'AND ABOUT 30 FEET HIGHER, 2.6 FEET EAST NORTHEAST OF A METAL
 GW0818'WITNESS POST.  IT IS A STANDARD TRAVERSE BRAZED TO A 2-INCH
 GW0818'GALVANIZED PIPE WHICH PROJECTS 2-INCHES AND STAMPED BANK 1965.
 GW0818'
 GW0818'REFERENCE MARK NO. 1 IS 31.1 FEET NORTH OF A METAL WITNESS
 GW0818'POST.  IT IS A STANDARD DISK BRAZED TO A 2-INCH GALVANIZED
 GW0818'PIPE WHICH PROJECTS 2-INCHES AND STAMPED BANK NO 1 1965.
 GW0818'
 GW0818'TRAVERSE STATION STEVAN WILL SERVE AS THE AZIMUTH MARK.  SEE
 GW0818'DESCRIPTION THEREOF.
 GW0818'
 GW0818'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GW0818
 GW0818                          STATION RECOVERY (1965)
 GW0818
 GW0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0818'5.6 MI SW FROM LOVINGSTON.
 GW0818'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 GW0818'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 56 AT THE SOUTH EDGE OF
 GW0818'LOVINGSTON TO THE MARK BRAZED TO THE TOP OF A 3-INCH GALVANIZED
 GW0818'PIPE PROJECTING 2-INCHES, ON THE TOP OF A HIGH CUT, 60 FEET WEST
 GW0818'OF THE APPROXIMATE CENTER OF HIGHWAY, 29.41 FEET SOUTH OF RM 1,
 GW0818'2.6 FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT 40 FEET ABOVE
 GW0818'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5238 ***********************************************************************
 GV5238  DESIGNATION -  BANK
 GV5238  PID         -  GV5238
 GV5238  STATE/COUNTY-  VA/C OF RICHMOND
 GV5238  USGS QUAD   -  RICHMOND (1994)
 GV5238
 GV5238                         *CURRENT SURVEY CONTROL
 GV5238  ___________________________________________________________________
 GV5238* NAD 83(1993)-  37 32 17.67882(N)    077 26 11.72842(W)     ADJUSTED  
 GV5238* NAVD 88     -       111.7    (meters)     366.     (feet)  VERTCON   
 GV5238  ___________________________________________________________________
 GV5238  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GV5238  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5238
 GV5238  HORZ ORDER  -  SECOND
 GV5238
 GV5238.The horizontal coordinates were established by classical geodetic methods
 GV5238.and adjusted by the National Geodetic Survey in November 1994..
 GV5238
 GV5238.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5238
 GV5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5238
 GV5238.The geoid height was determined by GEOID03.
 GV5238
 GV5238;                    North         East     Units Scale Factor Converg.
 GV5238;SPC VA S     - 1,134,244.945 3,593,977.711   MT  0.99994983   +0 38 43.5
 GV5238;SPC VA S     - 3,721,268.62 11,791,241.87   sFT  0.99994983   +0 38 43.5
 GV5238;UTM  18      - 4,157,374.246   284,722.542   MT  1.00017088   -1 29 06.6
 GV5238
 GV5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5238!SPC VA S     -   0.99998766  x   0.99994983  =   0.99993749
 GV5238!UTM  18      -   0.99998766  x   1.00017088  =   1.00015854
 GV5238
 GV5238                          SUPERSEDED SURVEY CONTROL
 GV5238
 GV5238  NAD 83(1986)-  37 32 17.68494(N)    077 26 11.74535(W) AD(       ) 2
 GV5238  NAD 27      -  37 32 17.16100(N)    077 26 12.80800(W) AD(       ) 2
 GV5238  NGVD 29 (07/19/86)  112.0    (m)          367.     (f) VERT ANG       
 GV5238
 GV5238.Superseded values are not recommended for survey control.
 GV5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5238.See file dsdata.txt to determine how the superseded data were derived.
 GV5238
 GV5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8472357374(NAD 83)
 GV5238
 GV5238  HISTORY     - Date     Condition        Report By
 GV5238  HISTORY     - 1932     MONUMENTED       CGS
 GV5238  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 GV5238  HISTORY     - 20000220 MARK NOT FOUND   USPSQD
 GV5238  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5238
 GV5238                          STATION DESCRIPTION
 GV5238
 GV5238'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV5238'STATION IS THE CENTER OF A ROUND FLAGPOLE ON TOP OF THE FIRST
 GV5238'THE POLE IS 1.5 FEET SOUTHWEST OF THE INSIDE OF THE CONCRETE AND
 GV5238'BRICK WALL ALONG THE NORTHEAST SIDE OF THE BUILDING, 37.5 FEET
 GV5238'NORTHWEST OF THE INSIDE OF THE WALL ALONG THE SOUTHEAST SIDE OF
 GV5238'THE BUILDING, AND 36 FEET SOUTHEAST OF THE INSIDE OF THE WALL
 GV5238'ON THE NORTHWEST SIDE OF THE BUILDING.  A TRAVERSE CONNECTION WAS
 GV5238'MADE TO BANK ECC,THE DISTANCE BEING 10.638 METERS.
 GV5238
 GV5238                          STATION RECOVERY (1995)
 GV5238
 GV5238'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5238'MARK NOT FOUND.
 GV5238
 GV5238                          STATION RECOVERY (2000)
 GV5238
 GV5238'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5238'MARK NOT FOUND.
 GV5238
 GV5238                          STATION RECOVERY (2004)
 GV5238
 GV5238'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3941 ***********************************************************************
 GV3941  DESIGNATION -  BANK
 GV3941  PID         -  GV3941
 GV3941  STATE/COUNTY-  VA/C OF HAMPTON
 GV3941  USGS QUAD   -  HAMPTON (1986)
 GV3941
 GV3941                         *CURRENT SURVEY CONTROL
 GV3941  ___________________________________________________________________
 GV3941* NAD 83(1993)-  37 00 20.61269(N)    076 18 17.35719(W)     ADJUSTED  
 GV3941* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 GV3941  ___________________________________________________________________
 GV3941  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV3941  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV3941
 GV3941  HORZ ORDER  -  SECOND
 GV3941
 GV3941.The horizontal coordinates were established by classical geodetic methods
 GV3941.and adjusted by the National Geodetic Survey in September 1995..
 GV3941
 GV3941.The orthometric height was scaled from a topographic map.
 GV3941
 GV3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3941
 GV3941.The geoid height was determined by GEOID03.
 GV3941
 GV3941;                    North         East     Units Scale Factor Converg.
 GV3941;SPC VA S     - 1,076,889.656 3,695,357.458   MT  0.99996522   +1 19 56.3
 GV3941;SPC VA S     - 3,533,095.48 12,123,851.93   sFT  0.99996522   +1 19 56.3
 GV3941;UTM  18      - 4,096,303.274   383,908.035   MT  0.99976603   -0 47 07.6
 GV3941
 GV3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3941!SPC VA S     -   1.00000519  x   0.99996522  =   0.99997041
 GV3941!UTM  18      -   1.00000519  x   0.99976603  =   0.99977122
 GV3941
 GV3941|---------------------------------------------------------------------|
 GV3941| PID    Reference Object                     Distance      Geod. Az  |
 GV3941|                                                           dddmmss.s |
 GV3941| GV3974 FORT                                158.039 METERS 16613     |
 GV3941| DC8948 BANK RM 1                            29.920 METERS 22644     |
 GV3941| GV0189 VETERAN                             APPROX. 2.5 KM 2891913.4 |
 GV3941| DC8949 BANK RM 2                            17.885 METERS 31958     |
 GV3941|---------------------------------------------------------------------|
 GV3941
 GV3941                          SUPERSEDED SURVEY CONTROL
 GV3941
 GV3941  NAD 83(1986)-  37 00 20.61769(N)    076 18 17.39367(W) AD(       ) 2
 GV3941  NAD 27      -  37 00 20.08800(N)    076 18 18.60500(W) AD(       ) 2
 GV3941
 GV3941.Superseded values are not recommended for survey control.
 GV3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3941.See file dsdata.txt to determine how the superseded data were derived.
 GV3941
 GV3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8390896303(NAD 83)
 GV3941_MARKER: DS = TRIANGULATION STATION DISK
 GV3941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3941
 GV3941  HISTORY     - Date     Condition        Report By
 GV3941  HISTORY     - 1939     MONUMENTED       CGS
 GV3941  HISTORY     - 1941     GOOD             CGS
 GV3941  HISTORY     - 1943     GOOD             CGS
 GV3941  HISTORY     - 1951     GOOD             CGS
 GV3941  HISTORY     - 1952     GOOD             CGS
 GV3941  HISTORY     - 1955     GOOD             AMS
 GV3941  HISTORY     - 1958     MARK NOT FOUND   CGS
 GV3941  HISTORY     - 1966     MARK NOT FOUND   CORR
 GV3941
 GV3941                          STATION DESCRIPTION
 GV3941
 GV3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 GV3941'THE STATION IS LOCATED ON THE TOP OF THE EMBANKMENT NORTH OF
 GV3941'OLD FORT MONROE MOAT, EAST AND IN FRONT OF A BUILDING HOUSING
 GV3941'U.S. ARMY POINTS 22 TO 26 INCLUSIVE.  IT IS 24 FEET WEST OF THE
 GV3941'EAST EDGE OF THE EMBANKMENT AND 93 FEET SOUTH OF THE NORTH
 GV3941'EDGE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BANK 1939.
 GV3941'
 GV3941'SURFACE AND UNDERGROUND MARKS ARE SET ACCORDING TO NOTES 1A
 GV3941'AND 7A.
 GV3941'
 GV3941'R.M. NO. 1 IS SSW OF THE STATION, SET IN THE SW EDGE OF A
 GV3941'CONCRETE APRON, 6 INCHES NORTH OF THE EDGE, AND 10 FEET SE OF
 GV3941'SW CORNER OF THE APRON.
 GV3941'
 GV3941'R.M. NO. 2 IS NW OF THE STATION, SET IN TOP OF A CONCRETE
 GV3941'APRON, 5 FEET NE OF THE NE CORNER OF TOWER NO. 26, 8 INCHES
 GV3941'EAST OF THE EDGE OF THE PIT, AND 3 FEET SOUTH OF THE NE CORNER
 GV3941'OF THE PIT.
 GV3941'
 GV3941'STATIONS FORT, THIMBLE SHOAL LT. HO. AND RUGGLES ARE INTERVISIBLE
 GV3941'AT GROUND LEVEL.
 GV3941'
 GV3941'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GV3941
 GV3941                          STATION RECOVERY (1941)
 GV3941
 GV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3941'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY
 GV3941'LIEUT. K.B. JEFFERS IN 1939 AND FOUND IN GOOD CONDITION.
 GV3941'
 GV3941'A DIFFERENCE IN THE TAPED MEASUREMENTS TO REFERENCE NO. 1
 GV3941'AND NO. 2 WAS NOTED AND CHECKED.  THE CORRECTED MEASUREMENTS
 GV3941'FOLLOW--
 GV3941
 GV3941                          STATION RECOVERY (1943)
 GV3941
 GV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3941'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES
 GV3941'CHECKED.
 GV3941
 GV3941                          STATION RECOVERY (1951)
 GV3941
 GV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EOH)
 GV3941'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ORIGINAL
 GV3941'DESCRIPTION IS ADEQUATE EXCEPT THAT THE BUILDING HOUSING
 GV3941'U.S. ARMY POINTS 22 AND 26 IS NOW GONE.
 GV3941'
 GV3941'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  ORIGINAL
 GV3941'DESCRIPTION IS ADEQUATE.
 GV3941'
 GV3941'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  ORIGINAL
 GV3941'DESCRIPTION IS ADEQUATE EXCEPT THAT TOWER NO. 26 REFERRED TO
 GV3941'IS GONE.
 GV3941
 GV3941                          STATION RECOVERY (1952)
 GV3941
 GV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EAD)
 GV3941'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 GV3941'MARKS WERE RECOVERED AND THE DISTANCES CHECKED.  THE PREVIOUS
 GV3941'DESCRIPTION IS ADEQUATE.
 GV3941
 GV3941                          STATION RECOVERY (1955)
 GV3941
 GV3941'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3941'STATION FOUND IN GOOD CONDITION.  IT IS 96 FEET SSW OF TOP
 GV3941'CORNER OF EMBANKMENT, 66 FEET SE OF NE CORNER OF CONCRETE
 GV3941'APRON, 20 FEET ESE OF E EDGE CONCRETE APRON, 53 FEET NE OF
 GV3941'INSIDE SE CORNER CONCRETE WALL.
 GV3941
 GV3941                          STATION RECOVERY (1958)
 GV3941
 GV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WJC)
 GV3941'THIS STATION WAS RECENTLY DESTROYED BY THE ARMY.
 GV3941
 GV3941                          STATION RECOVERY (1966)
 GV3941
 GV3941'RECOVERY NOTE BY CHESAPEAKE AND OHIO RAILROAD 1966
 GV3941'REFERENCE MARK 1 DESTROYED DURING CONSTRUCTION WORK.  THE
 GV3941'DISK WAS RECEIVED IN THE ROCKVILLE OFFICE OF THE COAST AND
 GV3941'GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5240 ***********************************************************************
 GV5240  DESIGNATION -  BANK 2
 GV5240  PID         -  GV5240
 GV5240  STATE/COUNTY-  VA/C OF RICHMOND
 GV5240  USGS QUAD   -  RICHMOND (1994)
 GV5240
 GV5240                         *CURRENT SURVEY CONTROL
 GV5240  ___________________________________________________________________
 GV5240* NAD 83(1993)-  37 32 16.96638(N)    077 26 12.44083(W)     ADJUSTED  
 GV5240* NAVD 88     -       111.2    (meters)     365.     (feet)  VERTCON   
 GV5240  ___________________________________________________________________
 GV5240  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GV5240  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5240
 GV5240  HORZ ORDER  -  FIRST
 GV5240
 GV5240.The horizontal coordinates were established by classical geodetic methods
 GV5240.and adjusted by the National Geodetic Survey in November 1994..
 GV5240
 GV5240.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5240
 GV5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5240
 GV5240.The geoid height was determined by GEOID03.
 GV5240
 GV5240;                    North         East     Units Scale Factor Converg.
 GV5240;SPC VA S     - 1,134,222.786 3,593,960.471   MT  0.99994982   +0 38 43.0
 GV5240;SPC VA S     - 3,721,195.92 11,791,185.31   sFT  0.99994982   +0 38 43.0
 GV5240;UTM  18      - 4,157,352.739   284,704.486   MT  1.00017098   -1 29 07.0
 GV5240
 GV5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5240!SPC VA S     -   0.99998774  x   0.99994982  =   0.99993756
 GV5240!UTM  18      -   0.99998774  x   1.00017098  =   1.00015872
 GV5240
 GV5240|---------------------------------------------------------------------|
 GV5240| PID    Reference Object                     Distance      Geod. Az  |
 GV5240|                                                           dddmmss.s |
 GV5240| GV5238 BANK                                 28.077 METERS 03832     |
 GV5240| GV5258 RICHMOND CITY HALL RADIO MAST       470.073 METERS 0455805.9 |
 GV5240| DC5112 BANK 2 RP 1 CROSS                     7.433 METERS 14136     |
 GV5240| GV5281 RICHMOND WAR MEMORIAL MONUMENT      APPROX. 4.1 KM 2742000.3 |
 GV5240| DC5113 BANK 2 RP 2 CROSS                    10.462 METERS 32138     |
 GV5240|---------------------------------------------------------------------|
 GV5240
 GV5240                          SUPERSEDED SURVEY CONTROL
 GV5240
 GV5240  NAD 83(1986)-  37 32 16.97261(N)    077 26 12.45766(W) AD(       ) 1
 GV5240  NAD 27      -  37 32 16.44610(N)    077 26 13.51779(W) AD(       ) 1
 GV5240  NGVD 29 (07/19/86)  111.5    (m)          366.     (f) VERT ANG       
 GV5240
 GV5240.Superseded values are not recommended for survey control.
 GV5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5240.See file dsdata.txt to determine how the superseded data were derived.
 GV5240
 GV5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8470457353(NAD 83)
 GV5240_MARKER: N = NAIL
 GV5240_SETTING: 0 = UNSPECIFIED SETTING
 GV5240
 GV5240  HISTORY     - Date     Condition        Report By
 GV5240  HISTORY     - 1972     MONUMENTED       VA2060
 GV5240  HISTORY     - 19951228 MARK NOT FOUND   USPSQD
 GV5240  HISTORY     - 20000220 MARK NOT FOUND   USPSQD
 GV5240  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5240
 GV5240                          STATION DESCRIPTION
 GV5240
 GV5240'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5240'THE STATION IS LOCATED ON THE ROOF OF THE FIRST NATIONAL BANK
 GV5240'BUILDING LOCATED AT 9TH AND MAIN STREETS, RICHMOND, VIRGINIA.
 GV5240'THE STATION IS MARKED BY A NAIL DRIVEN INTO THE TAR COVERED
 GV5240'ROOF AS PERMISSION COULD NOT BE OBTAINED TO SET A BRASS DISK.
 GV5240'IF THE NAIL CANNOT BE RECOVERED, THE POINT CAN BE REESTABLISHED
 GV5240'FROM THE MEASUREMENTS TO THE REFERENCE MARKS AND BANK (C OF R)
 GV5240'1923.
 GV5240'
 GV5240'THE STATION IS LOCATED 8 FEET FROM THE SOUTH SIDE OF THE ROOF
 GV5240'34 FEET EAST OF THE WEST WALL AND ABOUT 30 FEET TO THE SOUTHEAST
 GV5240'FROM THE DOOR LEADING ONTO THE ROOF.
 GV5240'
 GV5240'REFERENCE MARK 1 IS A CHISELED CROSS ON THE CONCRETE RAIL
 GV5240'AT THE WEST EDGE OF THE ROOF.
 GV5240'
 GV5240'REFERENCE MARK 2 IS A CHISELED CROSS ON THE CONCRETE RAIL
 GV5240'AT THE SOUTH EDGE OF THE ROOF.
 GV5240'
 GV5240'A FIRST-ORDER TRAVERSE CONNECTION WAS MADE TO BANK (C OF R)
 GV5240'1932.  THE FLAGPOLE WHICH MARKED THIS STATION HAS BEEN CUT
 GV5240'OFF ABOUT 1 FOOT ABOVE THE ROOF, THE CENTER OF THE STUB WAS
 GV5240'THE POINT MEASURED TO.
 GV5240
 GV5240                          STATION RECOVERY (1995)
 GV5240
 GV5240'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5240'MARK NOT FOUND.
 GV5240
 GV5240                          STATION RECOVERY (2000)
 GV5240
 GV5240'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5240'MARK NOT FOUND.
 GV5240
 GV5240                          STATION RECOVERY (2004)
 GV5240
 GV5240'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5239 ***********************************************************************
 GV5239  DESIGNATION -  BANK ECC 1932
 GV5239  PID         -  GV5239
 GV5239  STATE/COUNTY-  VA/C OF RICHMOND
 GV5239  USGS QUAD   -  RICHMOND (1994)
 GV5239
 GV5239                         *CURRENT SURVEY CONTROL
 GV5239  ___________________________________________________________________
 GV5239* NAD 83(1993)-  37 32 17.91947(N)    077 26 12.03896(W)     ADJUSTED  
 GV5239* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 GV5239  ___________________________________________________________________
 GV5239  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GV5239  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5239
 GV5239  HORZ ORDER  -  SECOND
 GV5239
 GV5239.The horizontal coordinates were established by classical geodetic methods
 GV5239.and adjusted by the National Geodetic Survey in November 1994..
 GV5239
 GV5239.The orthometric height was scaled from a topographic map.
 GV5239
 GV5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5239
 GV5239.The geoid height was determined by GEOID03.
 GV5239
 GV5239;                    North         East     Units Scale Factor Converg.
 GV5239;SPC VA S     - 1,134,252.278 3,593,970.004   MT  0.99994983   +0 38 43.3
 GV5239;SPC VA S     - 3,721,292.68 11,791,216.59   sFT  0.99994983   +0 38 43.3
 GV5239;UTM  18      - 4,157,381.862   284,715.112   MT  1.00017092   -1 29 06.8
 GV5239
 GV5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5239!SPC VA S     -   0.99998766  x   0.99994983  =   0.99993749
 GV5239!UTM  18      -   0.99998766  x   1.00017092  =   1.00015858
 GV5239
 GV5239|---------------------------------------------------------------------|
 GV5239| PID    Reference Object                     Distance      Geod. Az  |
 GV5239|                                                           dddmmss.s |
 GV5239| GV5238 BANK                                 10.638 METERS 13413     |
 GV5239| GV5537 VARINA RESET                        APPROX. 6.6 KM 1494819.4 |
 GV5239| GV5281 RICHMOND WAR MEMORIAL MONUMENT      APPROX. 4.1 KM 2735505.4 |
 GV5239| GV5279 RICHMOND CENTRAL NATL BK FLAG       APPROX. 0.7 KM 3373113.5 |
 GV5239|---------------------------------------------------------------------|
 GV5239
 GV5239                          SUPERSEDED SURVEY CONTROL
 GV5239
 GV5239  NAD 83(1986)-  37 32 17.92562(N)    077 26 12.05593(W) AD(       ) 2
 GV5239  NAD 27      -  37 32 17.40200(N)    077 26 13.11900(W) AD(       ) 2
 GV5239
 GV5239.Superseded values are not recommended for survey control.
 GV5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5239.See file dsdata.txt to determine how the superseded data were derived.
 GV5239
 GV5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8471557382(NAD 83)
 GV5239_MARKER: Z = SEE DESCRIPTION
 GV5239_SETTING: 0 = UNSPECIFIED SETTING
 GV5239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5239
 GV5239  HISTORY     - Date     Condition        Report By
 GV5239  HISTORY     - 1932     MONUMENTED       CGS
 GV5239  HISTORY     - 1958     GOOD             CGS
 GV5239  HISTORY     - 1972     GOOD             NGS
 GV5239  HISTORY     - 19951228 MARK NOT FOUND   USPSQD
 GV5239  HISTORY     - 20000220 MARK NOT FOUND   USPSQD
 GV5239  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5239
 GV5239                          STATION DESCRIPTION
 GV5239
 GV5239'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5239'STATION IS THE CENTER OF A ROUND FLAGPOLE ON TOP OF THE FIRST
 GV5239'NATIONAL BANK BUILDING, 9TH AND MAIN STS., RICHMOND, VA.
 GV5239'THE POLE IS 1.5 FEET SOUTHWEST OF THE INSIDE OF THE CONCRETE AND
 GV5239'BRICK WALL ALONG THE NORTHEAST SIDE OF THE BUILDING, 37.5 FEET
 GV5239'NORTHWEST OF THE INSIDE OF THE WALL ALONG THE SOUTHEAST SIDE OF
 GV5239'THE BUILDING, AND 36 FEET SOUTHEAST OF THE INSIDE OF THE WALL
 GV5239'ON THE NORTHWEST SIDE OF THE BUILDING.
 GV5239'
 GV5239'THE STATION WAS OCCUPIED ECCENTRICALLY AT A POINT 34.90 FEET
 GV5239'NORTHWEST OF THE STATION.
 GV5239'
 GV5239'A 4-FOOT STAND WILL CLEAR ALL LINES.
 GV5239'
 GV5239'REFERENCE MARK NO. 1 IS 32.08 FEET NORTHWEST OF THE STATION
 GV5239'IN THE CENTER OF THE TOP OF THE WALL ALONG THE NORTHEAST SIDE
 GV5239'OF THE BUILDING, AND 5 FEET SOUTHEAST OF THE NORTH CORNER
 GV5239'OF THE WALL.  THIS MARK IS A STANDARD DISK SET IN A DRILL
 GV5239'HOLE IN THE TOP OF THE CONCRETE WALL.
 GV5239'
 GV5239'THREE OTHER REFERENCE MARKS ARE AS FOLLOWS--LEAD PLUG IN
 GV5239'THE CENTER OF THE TOP OF THE NORTHWEST WALL, 2 FEET SOUTHWEST
 GV5239'OF THE NORTH CORNER OF THE WALL, DISTANCE 36.18 FEET.  LEAD
 GV5239'PLUG IN THE CENTER OF THE TOP OF THE NORTHEAST WALL, 37 FEET
 GV5239'SOUTHEAST OF THE NORTH CORNER OF THE WALL, AND 38.5 FEET
 GV5239'NORTHWEST OF THE EAST CORNER OF THE WALL, DISTANCE 1.74 FEET.
 GV5239'LEAD PLUG IN THE CENTER OF THE TOP OF THE SOUTHEAST WALL,
 GV5239'AND 2 FEET SOUTHWEST OF THE EAST CORNER OF THE WALL, DISTANCE
 GV5239'38.06 FEET.
 GV5239
 GV5239                          STATION RECOVERY (1958)
 GV5239
 GV5239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMR)
 GV5239'STATION RECOVERED AS DESCRIBED.
 GV5239
 GV5239                          STATION RECOVERY (1972)
 GV5239
 GV5239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GMS)
 GV5239'THIS STATION IS THE METAL FLAGPOLE ON THE TOP OF THE FIRST
 GV5239'NATIONAL BANK, RICHMOND, VIRGINIA.
 GV5239'
 GV5239'THE ORIGINAL FLAGPOLE HAS BEEN SAWED OFF ABOUT ONE FOOT ABOVE
 GV5239'THE ROOF AND A NEW POLE POSITIONED DIRECTLY OVER AND ABOUT 1
 GV5239'FOOT ABOVE THE STUB.
 GV5239'
 GV5239'THE CENTER OF THE STUB WAS DETERMINED AND A FIRST-ORDER TRAVERSE
 GV5239'CONNECTION WAS MADE.
 GV5239
 GV5239                          STATION RECOVERY (1995)
 GV5239
 GV5239'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5239'MARK NOT FOUND.
 GV5239
 GV5239                          STATION RECOVERY (2000)
 GV5239
 GV5239'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5239'MARK NOT FOUND.
 GV5239
 GV5239                          STATION RECOVERY (2004)
 GV5239
 GV5239'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0819 ***********************************************************************
 GW0819  DESIGNATION -  BANK RM 1
 GW0819  PID         -  GW0819
 GW0819  STATE/COUNTY-  VA/NELSON
 GW0819  USGS QUAD   -  ARRINGTON (1984)
 GW0819
 GW0819                         *CURRENT SURVEY CONTROL
 GW0819  ___________________________________________________________________
 GW0819* NAD 83(1986)-  37 41 59.     (N)    078 56 43.     (W)     SCALED    
 GW0819* NAVD 88     -       240.088  (meters)     787.69   (feet)  ADJUSTED  
 GW0819  ___________________________________________________________________
 GW0819  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0819  DYNAMIC HT  -         239.910 (meters)     787.10  (feet)  COMP
 GW0819  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 GW0819
 GW0819  VERT ORDER  -  SECOND    CLASS 0
 GW0819
 GW0819.The horizontal coordinates were scaled from a topographic map and have
 GW0819.an estimated accuracy of +/- 6 seconds.
 GW0819
 GW0819.The orthometric height was determined by differential leveling
 GW0819.and adjusted by the National Geodetic Survey in June 1991..
 GW0819
 GW0819.The geoid height was determined by GEOID03.
 GW0819
 GW0819.The dynamic height is computed by dividing the NAVD 88
 GW0819.geopotential number by the normal gravity value computed on the
 GW0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0819.degrees latitude (g = 980.6199 gals.).
 GW0819
 GW0819.The modeled gravity was interpolated from observed gravity values.
 GW0819
 GW0819;                    North         East    Units  Estimated Accuracy
 GW0819;SPC VA S     - 1,151,730.    3,460,730.      MT  (+/- 180 meters Scaled)
 GW0819
 GW0819                          SUPERSEDED SURVEY CONTROL
 GW0819
 GW0819  NGVD 29 (??/??/92)  240.286  (m)          788.34   (f) ADJ UNCH    2 0
 GW0819
 GW0819.Superseded values are not recommended for survey control.
 GW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0819.See file dsdata.txt to determine how the superseded data were derived.
 GW0819
 GW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB811744(NAD 83)
 GW0819_MARKER: DR = REFERENCE MARK DISK
 GW0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW0819_STAMPING: BANK NO 1 1965
 GW0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0819
 GW0819  HISTORY     - Date     Condition        Report By
 GW0819  HISTORY     - 1965     MONUMENTED       CGS
 GW0819
 GW0819                          STATION DESCRIPTION
 GW0819
 GW0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0819'5.6 MI SW FROM LOVINGSTON.
 GW0819'AT THE BANK STATION SITE-- 60 FEET WEST OF THE APPROXIMATE CENTER
 GW0819'OF HIGHWAY, 29.4 FEET NORTH OF THE STATION, 31.1 FEET NORTH OF A
 GW0819'METAL WITNESS SIGN, BRAZED ON THE TOP OF A 3-INCH GALVANIZED PIPE
 GW0819'PROJECTING 2-INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL OF THE
 GW0819'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3140 ***********************************************************************
 FX3140  DESIGNATION -  BAR 1912
 FX3140  PID         -  FX3140
 FX3140  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3140  USGS QUAD   -  DEEP CREEK (1986)
 FX3140
 FX3140                         *CURRENT SURVEY CONTROL
 FX3140  ___________________________________________________________________
 FX3140* NAD 83(1993)-  36 43 41.08944(N)    076 16 18.49869(W)     ADJUSTED  
 FX3140* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3140  ___________________________________________________________________
 FX3140  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 FX3140  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 FX3140
 FX3140  HORZ ORDER  -  THIRD
 FX3140
 FX3140.The horizontal coordinates were established by classical geodetic methods
 FX3140.and adjusted by the National Geodetic Survey in September 1995..
 FX3140
 FX3140.The orthometric height was scaled from a topographic map.
 FX3140
 FX3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3140
 FX3140.The geoid height was determined by GEOID03.
 FX3140
 FX3140;                    North         East     Units Scale Factor Converg.
 FX3140;SPC VA S     - 1,046,155.825 3,699,022.328   MT  1.00000723   +1 21 08.4
 FX3140;SPC VA S     - 3,432,262.90 12,135,875.75   sFT  1.00000723   +1 21 08.4
 FX3140;UTM  18      - 4,065,461.955   386,435.413   MT  0.99975889   -0 45 38.3
 FX3140
 FX3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3140!SPC VA S     -   1.00000571  x   1.00000723  =   1.00001294
 FX3140!UTM  18      -   1.00000571  x   0.99975889  =   0.99976460
 FX3140
 FX3140:                Primary Azimuth Mark                     Grid Az
 FX3140:SPC VA S     -  SIN 1912                                 349 43 57.6
 FX3140:UTM  18      -  SIN 1912                                 351 50 44.3
 FX3140
 FX3140|---------------------------------------------------------------------|
 FX3140| PID    Reference Object                     Distance      Geod. Az  |
 FX3140|                                                           dddmmss.s |
 FX3140| FX3157 SIN 1912                            429.816 METERS 3510506.0 |
 FX3140|---------------------------------------------------------------------|
 FX3140
 FX3140                          SUPERSEDED SURVEY CONTROL
 FX3140
 FX3140  NAD 83(1986)-  36 43 41.09558(N)    076 16 18.53372(W) AD(       ) 3
 FX3140  NAD 27      -  36 43 40.56100(N)    076 16 19.74700(W) AD(       ) 3
 FX3140
 FX3140.Superseded values are not recommended for survey control.
 FX3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3140.See file dsdata.txt to determine how the superseded data were derived.
 FX3140
 FX3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8643565462(NAD 83)
 FX3140_MARKER: N = NAIL
 FX3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3140+STABILITY: SURFACE MOTION
 FX3140
 FX3140  HISTORY     - Date     Condition        Report By
 FX3140  HISTORY     - 1912     MONUMENTED       CGS
 FX3140  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3140
 FX3140                          STATION DESCRIPTION
 FX3140
 FX3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3140'STATION IS LOCATED ON THE S SIDE OF THE SOUTHERN BRANCH OF
 FX3140'ELIZABETH RIVER.  IT IS ABOUT 1/2 MILE N OF THE RICHMOND CEDAR
 FX3140'WORKS.  IT IS ABOUT 700 FEET FROM THE SHORE LINE.  MARSHLAND
 FX3140'EXTENDS IN FRONT OF IT TO THE RIVER.  A FIELD EXTENDS BACK OF IT.
 FX3140'
 FX3140'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3140'2 FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3140'PROJECTING 1-1/2 INCHES.  TOP MARKED 1912 C.G.S. NAIL IN
 FX3140'CENTER MARKS STATION POINT.
 FX3140
 FX3140                          STATION RECOVERY (2004)
 FX3140
 FX3140'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4290 ***********************************************************************
 GV4290  DESIGNATION -  BAR A VFC 1930
 GV4290  PID         -  GV4290
 GV4290  STATE/COUNTY-  VA/GLOUCESTER
 GV4290  USGS QUAD   -  ACHILLES (1983)
 GV4290
 GV4290                         *CURRENT SURVEY CONTROL
 GV4290  ___________________________________________________________________
 GV4290* NAD 83(1993)-  37 22 04.87629(N)    076 24 47.25295(W)     ADJUSTED  
 GV4290* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4290  ___________________________________________________________________
 GV4290  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 GV4290  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV4290
 GV4290  HORZ ORDER  -  THIRD
 GV4290
 GV4290.The horizontal coordinates were established by classical geodetic methods
 GV4290.and adjusted by the National Geodetic Survey in September 1995..
 GV4290
 GV4290.The orthometric height was scaled from a topographic map.
 GV4290
 GV4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4290
 GV4290.The geoid height was determined by GEOID03.
 GV4290
 GV4290;                    North         East     Units Scale Factor Converg.
 GV4290;SPC VA S     - 1,116,867.271 3,684,831.923   MT  0.99994540   +1 15 59.7
 GV4290;SPC VA S     - 3,664,255.37 12,089,319.40   sFT  0.99994540   +1 15 59.7
 GV4290;UTM  18      - 4,136,636.078   374,870.823   MT  0.99979287   -0 51 28.0
 GV4290
 GV4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4290!SPC VA S     -   1.00000566  x   0.99994540  =   0.99995106
 GV4290!UTM  18      -   1.00000566  x   0.99979287  =   0.99979853
 GV4290
 GV4290:                Primary Azimuth Mark                     Grid Az
 GV4290:SPC VA S     -  POINT VFC 1930                           084 45 03.2
 GV4290:UTM  18      -  POINT VFC 1930                           086 52 30.9
 GV4290
 GV4290|---------------------------------------------------------------------|
 GV4290| PID    Reference Object                     Distance      Geod. Az  |
 GV4290|                                                           dddmmss.s |
 GV4290| GV4334 POINT VFC 1930                      APPROX. 0.6 KM 0860102.9 |
 GV4290| GV4291 BAR B VFC 1930                      155.821 METERS 28431     |
 GV4290|---------------------------------------------------------------------|
 GV4290
 GV4290                          SUPERSEDED SURVEY CONTROL
 GV4290
 GV4290  NAD 83(1993)-  37 22 04.87752(N)    076 24 47.25565(W) AD(       ) 3
 GV4290  NAD 83(1986)-  37 22 04.88720(N)    076 24 47.28316(W) AD(       ) 3
 GV4290  NAD 27      -  37 22 04.38800(N)    076 24 48.46600(W) AD(       ) 3
 GV4290
 GV4290.Superseded values are not recommended for survey control.
 GV4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4290.See file dsdata.txt to determine how the superseded data were derived.
 GV4290
 GV4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7487136636(NAD 83)
 GV4290
 GV4290  HISTORY     - Date     Condition        Report By
 GV4290  HISTORY     - 1930     MONUMENTED       CGS
 GV4290  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4290  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4290
 GV4290                          STATION DESCRIPTION
 GV4290
 GV4290'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4290'STATION NOT RECOVERED.  SHORELINE HAS WASHED BACK FOR A
 GV4290'CONSIDERABLE DISTANCE AND IS NOW LINED BY BULKHEAD.  SHORE
 GV4290'IS STILL WASHING UNDER BULKHEAD IN SOME PLACES.
 GV4290
 GV4290                          STATION RECOVERY (2002)
 GV4290
 GV4290'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4291 ***********************************************************************
 GV4291  DESIGNATION -  BAR B VFC 1930
 GV4291  PID         -  GV4291
 GV4291  STATE/COUNTY-  VA/GLOUCESTER
 GV4291  USGS QUAD   -  ACHILLES (1983)
 GV4291
 GV4291                         *CURRENT SURVEY CONTROL
 GV4291  ___________________________________________________________________
 GV4291* NAD 83(1993)-  37 22 06.14347(N)    076 24 53.38340(W)     ADJUSTED  
 GV4291* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4291  ___________________________________________________________________
 GV4291  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 GV4291  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV4291
 GV4291  HORZ ORDER  -  THIRD
 GV4291
 GV4291.The horizontal coordinates were established by classical geodetic methods
 GV4291.and adjusted by the National Geodetic Survey in September 1995..
 GV4291
 GV4291.The orthometric height was scaled from a topographic map.
 GV4291
 GV4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4291
 GV4291.The geoid height was determined by GEOID03.
 GV4291
 GV4291;                    North         East     Units Scale Factor Converg.
 GV4291;SPC VA S     - 1,116,902.993 3,684,680.261   MT  0.99994540   +1 15 56.0
 GV4291;SPC VA S     - 3,664,372.57 12,088,821.82   sFT  0.99994540   +1 15 56.0
 GV4291;UTM  18      - 4,136,677.391   374,720.612   MT  0.99979333   -0 51 31.8
 GV4291
 GV4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4291!SPC VA S     -   1.00000566  x   0.99994540  =   0.99995106
 GV4291!UTM  18      -   1.00000566  x   0.99979333  =   0.99979899
 GV4291
 GV4291|---------------------------------------------------------------------|
 GV4291| PID    Reference Object                     Distance      Geod. Az  |
 GV4291|                                                           dddmmss.s |
 GV4291| GV4290 BAR A VFC 1930                      155.821 METERS 10431     |
 GV4291| GV4359 WINDMILL VFC 1930                   APPROX. 2.7 KM 2645803.5 |
 GV4291|---------------------------------------------------------------------|
 GV4291
 GV4291                          SUPERSEDED SURVEY CONTROL
 GV4291
 GV4291  NAD 83(1993)-  37 22 06.14476(N)    076 24 53.38612(W) AD(       ) 3
 GV4291  NAD 83(1986)-  37 22 06.15443(N)    076 24 53.41361(W) AD(       ) 3
 GV4291  NAD 27      -  37 22 05.65500(N)    076 24 54.59700(W) AD(       ) 3
 GV4291
 GV4291.Superseded values are not recommended for survey control.
 GV4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4291.See file dsdata.txt to determine how the superseded data were derived.
 GV4291
 GV4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7472136677(NAD 83)
 GV4291_MARKER: Z = SEE DESCRIPTION
 GV4291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4291+STABILITY: SURFACE MOTION
 GV4291
 GV4291  HISTORY     - Date     Condition        Report By
 GV4291  HISTORY     - 1930     MONUMENTED       VACF
 GV4291  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4291  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4291
 GV4291                          STATION DESCRIPTION
 GV4291
 GV4291'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4291'STATION IS LOCATED ON TURN OF SHORE, A ROUNDING POINT, 3 YARDS
 GV4291'FROM EDGE OF BANK OF WARE RIVER.  STATION WILL NOT LAST MANY
 GV4291'YEARS, AS SHORE IS WASHING BADLY.
 GV4291'
 GV4291'STATION IS MARKED BY 4-FOOT LENGTH OF GALVANIZED-IRON PIPE
 GV4291'IN BLOCK OF CONCRETE 10 BY 10 INCHES BY 2 FEET.
 GV4291
 GV4291                          STATION RECOVERY (1944)
 GV4291
 GV4291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4291'STATION NOT RECOVERED.  ANGLES WERE TURNED AND A THOROUGH
 GV4291'SEARCH BY A TWO-MAN PARTY WAS MADE ON THE POINT AND TO THE
 GV4291'SEAWARD ON SHOAL.  THIS AREA HAS BEEN WASHING BADLY AND A WOODEN
 GV4291'BULKHEAD HAS BEEN PLACED AT THIS POINT.  THIS STATION WAS
 GV4291'PROBABLY DESTROYED DURING THE 1933 HURRICANE.
 GV4291
 GV4291                          STATION RECOVERY (2002)
 GV4291
 GV4291'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3754 ***********************************************************************
 GV3754  DESIGNATION -  BAR VFC 1931
 GV3754  PID         -  GV3754
 GV3754  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3754  USGS QUAD   -  REEDVILLE (1992)
 GV3754
 GV3754                         *CURRENT SURVEY CONTROL
 GV3754  ___________________________________________________________________
 GV3754* NAD 83(1993)-  37 51 22.17792(N)    076 19 56.93301(W)     ADJUSTED  
 GV3754* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3754  ___________________________________________________________________
 GV3754  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 GV3754  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 GV3754
 GV3754  HORZ ORDER  -  THIRD
 GV3754
 GV3754.The horizontal coordinates were established by classical geodetic methods
 GV3754.and adjusted by the National Geodetic Survey in November 1994..
 GV3754
 GV3754.The orthometric height was scaled from a topographic map.
 GV3754
 GV3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3754
 GV3754.The geoid height was determined by GEOID03.
 GV3754
 GV3754;                    North         East     Units Scale Factor Converg.
 GV3754;SPC VA S     - 1,171,189.805 3,690,729.493   MT  0.99998170   +1 18 55.9
 GV3754;SPC VA S     - 3,842,478.55 12,108,668.34   sFT  0.99998170   +1 18 55.9
 GV3754;UTM  18      - 4,190,692.482   382,780.926   MT  0.99976923   -0 49 04.1
 GV3754
 GV3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3754!SPC VA S     -   1.00000561  x   0.99998170  =   0.99998731
 GV3754!UTM  18      -   1.00000561  x   0.99976923  =   0.99977484
 GV3754
 GV3754:                Primary Azimuth Mark                     Grid Az
 GV3754:SPC VA S     -  ROGUE VFC 1931                           190 46 42.2
 GV3754:UTM  18      -  ROGUE VFC 1931                           192 54 42.2
 GV3754
 GV3754|---------------------------------------------------------------------|
 GV3754| PID    Reference Object                     Distance      Geod. Az  |
 GV3754|                                                           dddmmss.s |
 GV3754| GV3793 ROGUE VFC 1931                      APPROX. 1.0 KM 1920538.1 |
 GV3754|---------------------------------------------------------------------|
 GV3754
 GV3754                          SUPERSEDED SURVEY CONTROL
 GV3754
 GV3754  NAD 83(1993)-  37 51 22.18433(N)    076 19 56.94578(W) AD(       ) 3
 GV3754  NAD 83(1986)-  37 51 22.18292(N)    076 19 56.95497(W) AD(       ) 3
 GV3754  NAD 27      -  37 51 21.72300(N)    076 19 58.14400(W) AD(       ) 3
 GV3754
 GV3754.Superseded values are not recommended for survey control.
 GV3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3754.See file dsdata.txt to determine how the superseded data were derived.
 GV3754
 GV3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8278190692(NAD 83)
 GV3754_MARKER: I = METAL ROD
 GV3754_SETTING: 0 = UNSPECIFIED SETTING
 GV3754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3754
 GV3754  HISTORY     - Date     Condition        Report By
 GV3754  HISTORY     - 1931     MONUMENTED       VACF
 GV3754  HISTORY     - 1943     GOOD             CGS
 GV3754  HISTORY     - 1955     GOOD             CGS
 GV3754  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3754  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3754
 GV3754                          STATION DESCRIPTION
 GV3754
 GV3754'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3754'ON GREAT WICOMICO RIVER, ON A LOW SANDY BAR FORMED ACROSS
 GV3754'THE MOUTH OF A SMALL CREEK ABOVE WHAT IS GIVEN ON THE COAST
 GV3754'AND GEODETIC SURVEY MAP AS COLLINS POINT, 57 STRIDES FROM THE END
 GV3754'OF THE HIGH LAND EAST.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3754'GALVANIZED IRON PIPE SURROUNDED BELOW THE SURFACE OF THE GROUND
 GV3754'BY A BLOCK OF CONCRETE.
 GV3754
 GV3754                          STATION RECOVERY (1943)
 GV3754
 GV3754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3754'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3754'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3754
 GV3754                          STATION RECOVERY (1955)
 GV3754
 GV3754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3754'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GV3754'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 GV3754'
 GV3754'STATION IS 6.0 M. N OF THE HIGH-WATERLINE, 14.0 FT. E OF A
 GV3754'TRIANGULAR-BLAZED 10-IN. PINE TREE, 8.0 FT. W OF THREE 6-IN.
 GV3754'PINE TREES, AND 57 STRIDES E OF THE MOUTH OF A SMALL CREEK.
 GV3754'STATION MARK IS A RUSTED PIPE EXTENDING 5 IN. ABOVE GROUND.
 GV3754
 GV3754                          STATION RECOVERY (1995)
 GV3754
 GV3754'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3754'MARK NOT FOUND.
 GV3754
 GV3754                          STATION RECOVERY (2002)
 GV3754
 GV3754'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1611 ***********************************************************************
 FW1611  DESIGNATION -  BARBOUR
 FW1611  PID         -  FW1611
 FW1611  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1611  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1611
 FW1611                         *CURRENT SURVEY CONTROL
 FW1611  ___________________________________________________________________
 FW1611* NAD 83(1993)-  36 37 12.95006(N)    075 54 30.34085(W)     ADJUSTED  
 FW1611* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1611  ___________________________________________________________________
 FW1611  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FW1611  GEOID HEIGHT-         -38.23  (meters)                     GEOID03
 FW1611
 FW1611  HORZ ORDER  -  SECOND
 FW1611
 FW1611.The horizontal coordinates were established by classical geodetic methods
 FW1611.and adjusted by the National Geodetic Survey in September 1995..
 FW1611
 FW1611.The orthometric height was scaled from a topographic map.
 FW1611
 FW1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1611
 FW1611.The geoid height was determined by GEOID03.
 FW1611
 FW1611;                    North         East     Units Scale Factor Converg.
 FW1611;SPC VA S     - 1,035,024.081 3,731,800.008   MT  1.00002980   +1 34 22.4
 FW1611;SPC VA S     - 3,395,741.51 12,243,413.86   sFT  1.00002980   +1 34 22.4
 FW1611;SPC NC       -   322,738.073   886,148.668   MT  1.00015824   +1 47 03.7
 FW1611;SPC NC       - 1,058,849.83  2,907,306.09   sFT  1.00015824   +1 47 03.7
 FW1611;UTM  18      - 4,053,132.500   418,770.488   MT  0.99968129   -0 32 30.9
 FW1611
 FW1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1611!SPC VA S     -   1.00000589  x   1.00002980  =   1.00003569
 FW1611!SPC NC       -   1.00000589  x   1.00015824  =   1.00016413
 FW1611!UTM  18      -   1.00000589  x   0.99968129  =   0.99968718
 FW1611
 FW1611|---------------------------------------------------------------------|
 FW1611| PID    Reference Object                     Distance      Geod. Az  |
 FW1611|                                                           dddmmss.s |
 FW1611| DC8052 BARBOUR RM 1                         27.883 METERS 02632     |
 FW1611| FW1622 FALSE CAPE COAST GUARD FLAG         APPROX. 3.2 KM 1285539.8 |
 FW1611| DC8053 BARBOUR RM 2                         26.585 METERS 26052     |
 FW1611| FW1628 RAGGED ISLAND CLUBHOUSE PEAK        APPROX. 1.8 KM 2803902.0 |
 FW1611| FW1638 FLAT                                APPROX. 2.3 KM 3521506.8 |
 FW1611|---------------------------------------------------------------------|
 FW1611
 FW1611                          SUPERSEDED SURVEY CONTROL
 FW1611
 FW1611  NAD 83(1986)-  36 37 12.96404(N)    075 54 30.37175(W) AD(       ) 2
 FW1611  NAD 27      -  36 37 12.41300(N)    075 54 31.63900(W) AD(       ) 2
 FW1611
 FW1611.Superseded values are not recommended for survey control.
 FW1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1611.See file dsdata.txt to determine how the superseded data were derived.
 FW1611
 FW1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1877053132(NAD 83)
 FW1611_MARKER: DS = TRIANGULATION STATION DISK
 FW1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1611
 FW1611  HISTORY     - Date     Condition        Report By
 FW1611  HISTORY     - 1934     MONUMENTED       CGS
 FW1611  HISTORY     - 1954     GOOD             USN
 FW1611  HISTORY     - 1962     GOOD             CGS
 FW1611  HISTORY     - 1975     GOOD             NGS
 FW1611
 FW1611                          STATION DESCRIPTION
 FW1611
 FW1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1611'ON THE EAST SIDE OF BACK BAY OPPOSITE THE SOUTH END OF RAGGED
 FW1611'ISLAND, ABOUT 250 FEET NORTH OF BARBOURS CLUBHOUSE OR SHOOTING
 FW1611'LODGE, ABOUT 300 FEET EAST OF THE WATER, 26 FEET NORTH OF
 FW1611'THE WIRE FENCE AROUND THE CLUBHOUSE YARD, 45 FEET NORTHWEST
 FW1611'OF CENTER OF HEAVY GATE IN FENCE AND 29 FEET SOUTHWEST OF
 FW1611'8-INCH SCRUB WATER OAK, WHICH IS THE ONLY TREE NEARBY.
 FW1611'
 FW1611'TO REACH FROM LITTLE ISLAND COAST GUARD STATION ON THE OUTSIDE
 FW1611'BEACH, GO SOUTH ALONG BEACH FOR 5.2 MILES TO A POINT WHERE
 FW1611'A TELEPHONE LINE LEADS WEST ACROSS THE FLATS.  CROSS THE
 FW1611'DUNES AND FLATS AND FOLLOW TELEPHONE LINE AND ROAD TO THE
 FW1611'WEST SHORE AND CLUBHOUSE.
 FW1611'
 FW1611'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW1611'BRONZE DISKS SET IN CONCRETE.
 FW1611'
 FW1611'REFERENCE MARK NO. 1 IS ON THE FENCE LINE LEADING NORTH
 FW1611'ALONG THE EAST SIDE OF THE ROAD TO THE GATE, 1 FOOT WEST
 FW1611'OF THE FENCE, AND 25 FEET EAST OF THE ROAD.
 FW1611'
 FW1611'REFERENCE MARK NO. 2 IS ON THE FENCE LINE LEADING WEST FROM
 FW1611'THE GATE, 40 FEET EAST OF THE NORTHWEST CORNER OF THE FENCE
 FW1611'AND 1 FOOT NORTH OF THE FENCE.
 FW1611'
 FW1611'AZIMUTH MARK (R.M. NO. 3) IS NORTH OF THE STATION ACROSS
 FW1611'A BRUSH COVERED FLAT, 30 FEET SOUTH OF THE HIGH WATER LINE
 FW1611'OF A WASH CREEK WHICH ENTERS THE WASH FLATS.
 FW1611'
 FW1611'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FW1611
 FW1611                          STATION RECOVERY (1954)
 FW1611
 FW1611'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1611'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 FW1611
 FW1611                          STATION RECOVERY (1962)
 FW1611
 FW1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1611'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 FW1611'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 FW1611'NO. 3 WAS NOT RECOVERED AT THIS TIME.  MR. M. STEVENS MANAGER
 FW1611'OF THE CLUB CAN SHOW YOU THE LOCATION OF THE STATION.  ADDITIONAL
 FW1611'WITNESS POINTS ARE AS FOLLOWS--STATION MARK IS ABOUT 175
 FW1611'FEET NORTH OF MR. STEVENS HOUSE, 125 FEET SOUTH OF THE CENTER
 FW1611'OF THE ROAD, 37 FEET WEST OF A FENCELINE AND 2 FEET NORTH
 FW1611'OF A CGS WITNESS SIGN.  REFERENCE MARK NO. 1 IS 13 FEET
 FW1611'EAST OF THE FENCE, 120 FEET SOUTH OF THE CENTER OF THE ROAD
 FW1611'AND 98 FEET SOUTH OF A LARGE FENCE CORNER.  REFERENCE MARK
 FW1611'NO. 2 AS DESCRIBED.
 FW1611
 FW1611                          STATION RECOVERY (1975)
 FW1611
 FW1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1611'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND THESE
 FW1611'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FW1611'
 FW1611'NO SEARCH WAS MADE FOR REFERENCE MARK NO 3.
 FW1611'
 FW1611'STATION SITE IS ON PROPERTY OWNED BY THE VIRGINIA COMMISSION OF GAME
 FW1611'AND ISLAND FISHERIES. KEY PERHAPS WILL BE NEEDED TO DRIVE ALL THE
 FW1611'WAY TO THE STATION SITE.
 FW1611'
 FW1611'TO REACH THE STATION SITE FROM THE TOWN OF SAND BRIDGE, AT THE
 FW1611'INTERSECTIONS OF SANDBRIDGE ROAD AND SANDPIPER ROAD, GO SOUTHERLY
 FW1611'FOLLOWING SANDPIPER ROAD FOR 3.6 MILES TO THE GATE ENTRANCE TO THE
 FW1611'BACK BAY WILDLIFE REFUGE, CONTINUE ON SOUTHERLY FOLLOWING A PAVED
 FW1611'ROAD 1.2 MILES TO ANOTHER GUARD GATE.  FOUR WHEEL DRIVE NEEDED
 FW1611'FROM NOW ON.  HERE TURN LEFT AND GO EAST TO THE BEACH, TURN RIGHT
 FW1611'AND GO SOUTHERLY FOLLOWING THE BEACH FOR 3.7 MILES TO A SAND ROAD
 FW1611'AND SIGN ON THE RIGHT BARBOURS HILL.  TURN RIGHT AND GO WESTERLY
 FW1611'FOLLOWING THE SAND ROAD FOR ABOUT 0.1 MILE TO POWER POLE NO 298
 FW1611'ON THE RIGHT AND A CABLE ACROSS THE ROAD AHEAD.  CONTINUE ON
 FW1611'WESTERLY FOLLOWING THE SAND ROAD FOR ABOUT 0.9 MILE TO THE STATION
 FW1611'SITE ON THE RIGHT, ABOUT 125 FEET SOUTH OF THE SAND ROAD IN VERY
 FW1611'THICK BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8329 ***********************************************************************
 HV8329  DESIGNATION -  BARCROFT
 HV8329  PID         -  HV8329
 HV8329  STATE/COUNTY-  VA/FAIRFAX
 HV8329  USGS QUAD   -  ANNANDALE (1994)
 HV8329
 HV8329                         *CURRENT SURVEY CONTROL
 HV8329  ___________________________________________________________________
 HV8329* NAD 83(1993)-  38 50 43.24476(N)    077 08 27.24582(W)     ADJUSTED  
 HV8329* NAVD 88     -        74.307  (meters)     243.79   (feet)  ADJUSTED  
 HV8329  ___________________________________________________________________
 HV8329  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HV8329  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV8329  DYNAMIC HT  -          74.266 (meters)     243.65  (feet)  COMP
 HV8329  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 HV8329
 HV8329  HORZ ORDER  -  SECOND
 HV8329  VERT ORDER  -  THIRD
 HV8329
 HV8329.The horizontal coordinates were established by classical geodetic methods
 HV8329.and adjusted by the National Geodetic Survey in November 1994..
 HV8329
 HV8329.The orthometric height was determined by differential leveling
 HV8329.and adjusted by the National Geodetic Survey in September 2004..
 HV8329.No vertical observational check was made to the station.
 HV8329
 HV8329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8329
 HV8329.The geoid height was determined by GEOID03.
 HV8329
 HV8329.The dynamic height is computed by dividing the NAVD 88
 HV8329.geopotential number by the normal gravity value computed on the
 HV8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8329.degrees latitude (g = 980.6199 gals.).
 HV8329
 HV8329.The modeled gravity was interpolated from observed gravity values.
 HV8329
 HV8329;                    North         East     Units Scale Factor Converg.
 HV8329;SPC VA N     - 2,131,706.413 3,617,980.203   MT  0.99995627   +0 50 53.7
 HV8329;SPC VA N     - 6,993,773.46 11,869,990.05   sFT  0.99995627   +0 50 53.7
 HV8329;UTM  18      - 4,301,792.449   314,203.368   MT  1.00002510   -1 20 35.5
 HV8329
 HV8329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8329!SPC VA N     -   0.99999336  x   0.99995627  =   0.99994963
 HV8329!UTM  18      -   0.99999336  x   1.00002510  =   1.00001846
 HV8329
 HV8329                          SUPERSEDED SURVEY CONTROL
 HV8329
 HV8329  NAD 83(1993)-  38 50 43.24347(N)    077 08 27.24814(W) AD(       ) 2
 HV8329  NAD 83(1986)-  38 50 43.24355(N)    077 08 27.25842(W) AD(       ) 2
 HV8329  NGVD 29 (01/12/90)   74.4    (m)          244.     (f) VERT ANG       
 HV8329
 HV8329.Superseded values are not recommended for survey control.
 HV8329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8329.See file dsdata.txt to determine how the superseded data were derived.
 HV8329
 HV8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1420301792(NAD 83)
 HV8329_MARKER: DE = TRAVERSE STATION DISK
 HV8329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8329_SP_SET: CURB
 HV8329_STAMPING: BARCROFT 1969
 HV8329_MARK LOGO: VA-059
 HV8329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8329+STABILITY: SURFACE MOTION
 HV8329
 HV8329  HISTORY     - Date     Condition        Report By
 HV8329  HISTORY     - 1969     MONUMENTED       VA-059
 HV8329  HISTORY     - 1969     GOOD             VA-059
 HV8329  HISTORY     - 19920120 GOOD             MSI
 HV8329  HISTORY     - 20020827 GOOD             INDIV
 HV8329
 HV8329                          STATION DESCRIPTION
 HV8329
 HV8329'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8329'THE STATION IS LOCATED ABOUT 3.2 MILES NORTHEAST OF ANNANDALE, 2
 HV8329'MILES SOUTH OF SEVEN CORNERS, 0.7 MILES SOUTHWEST OF BAILEYS
 HV8329'CROSSROADS IN THE CONCRETE CURB ON A MEDIAN STRIP BETWEEN THE WEST
 HV8329'BOUND LANES OF COLUMBIA PIKE AND AN ACCESS ROAD SERVING THE AMERICANA
 HV8329'BARCROFT APARTMENTS NEAR THE INTERSECTION WITH BLAIR ROAD. SEE
 HV8329'FAIRFAX COUNTY TAX MAP 61-4, REVISED TO 1-1-76.
 HV8329'
 HV8329'TO REACH THE STATION FROM THE FAIRFAX COUNTY GOVERNMENTAL CENTER, THE
 HV8329'MASON CENTER, AT 6507 COLUMBIA PIKE IN ANNANDALE, GO EAST ON ROUTE
 HV8329'244, COLUMBIA PIKE, FOR 1.5 MILES TO THE JUNCTION WITH ROUTE 902,
 HV8329'BLAIR ROAD. TURN LEFT ONTO ROUTE 902 AND IMMEDIATELY TURN LEFT AGAIN
 HV8329'ONTO A SERVICE ROAD IN FRONT OF THE AMERICANA-BARCROFT APARTMENTS AND
 HV8329'THE STATION ON THE LEFT IN THE CURB.
 HV8329'
 HV8329'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8329'BARCROFT 1969--- SET IN THE CONCRETE CURB LOCATED 36 FEET S FROM
 HV8329'VEPCO POLE ANBC-57, 31.5 FEET W FROM A CURB INLET ON COLUMBIA PIKE,
 HV8329'AND 15 FEET SE FROM THE CENTERLINE OF THE SERVICE ROAD.
 HV8329'
 HV8329'REFERENCE MARK NO. 01 IS A PK NAIL AND CAP IN THE SIDE OF UTILITY POLE
 HV8329'ANBC-5 LOCATED 24 FEET NW FROM THE CENTERLINE OF THE SERVICE ROAD.
 HV8329'
 HV8329'REFERENCE MARK NO. 02 IS A PK NAIL IN A CURB JOINT OF THE SERVICE
 HV8329'ROAD LOCATED 15 FEET SE FROM THE CENTERLINE OF THE SERVICE ROAD. AND
 HV8329'39 FEET SE FROM RM 1.
 HV8329
 HV8329                          STATION RECOVERY (1969)
 HV8329
 HV8329'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8329'RECOVERED IN GOOD CONDITION.
 HV8329
 HV8329                          STATION RECOVERY (1992)
 HV8329
 HV8329'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8329'THE STATION IS LOCATED ABOUT 3.2 MILES (5.1 KM) NORTHEAST OF
 HV8329'ANNANDALE, 2MILES SOUTH OF SEVEN CORNERS, 0.7 MILES (1.1 KM)
 HV8329'SOUTHWEST OF BAILEYS CROSSROADS IN THE CONCRETE CURB ON A MEDIAN
 HV8329'STRIP BETWEEN THE WEST BOUND LANES OF COLUMBIA PIKE AND AN ACCESS
 HV8329'ROAD SERVING THE AMERICANA BARCROFT APARTMENTS NEAR THE INTERSECTION
 HV8329'WITH BLAIR ROAD.  SEE FAIRFAX COUNTY TAX MAP 61-4, REVISED TO 1-1-76.
 HV8329'TO REACH THE STATION FROM THE FAIRFAX COUNTY GOVERNMENTAL CENTER, THE
 HV8329'MASON CENTER, AT 6507 COLUMBIA PIKE IN ANNANDALE, GO EAST ON ROUTE
 HV8329'244, COLUMBIA PIKE, FOR 1.5 MILES (2.4 KM) TO THE JUNCTION WITH ROUTE
 HV8329'902, BLAIR ROAD.  TURN LEFT ONTO ROUTE 902 AND IMMEDIATELY TURN LEFT
 HV8329'AGAIN ONTO A SERVICE ROAD IN FRONT OF THE AMERICANA-BARCROFT
 HV8329'APARTMENTS AND THE STATION ON THE LEFT IN THE CURB, IN THE CONCRETE
 HV8329'CURB LOCATED 36 FEET (11.0 M) S OF VEPCO POLE ANBC-57, 31.5 FEET (9.6
 HV8329'M) W OF A CURB INLET ON COLUMBIA PIKE, AND 15 FEET (4.6 M) SE FROM
 HV8329'THE CENTERLINE OF THE SERVICE ROAD.
 HV8329
 HV8329                          STATION RECOVERY (2002)
 HV8329
 HV8329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV8329'APARTMENT COMPLEX ACROSS SERVICE ROAD FROM STATION NOW KNOWN AS
 HV8329'BARCROFT PLAZA. POWER POLE WITH REFERENCE MARK 1 PK NAIL IS MORE
 HV8329'PROMINENTLY IDENTIFIED AS NUMBER 0147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1128 ***********************************************************************
 HW1128  DESIGNATION -  BARE
 HW1128  PID         -  HW1128
 HW1128  STATE/COUNTY-  VA/ALBEMARLE
 HW1128  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW1128
 HW1128                         *CURRENT SURVEY CONTROL
 HW1128  ___________________________________________________________________
 HW1128* NAD 83(1993)-  38 00 16.74894(N)    078 34 50.18045(W)     ADJUSTED  
 HW1128* NAVD 88     -       179.634  (meters)     589.35   (feet)  ADJUSTED  
 HW1128  ___________________________________________________________________
 HW1128  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HW1128  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW1128  DYNAMIC HT  -         179.506 (meters)     588.93  (feet)  COMP
 HW1128  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 HW1128
 HW1128  HORZ ORDER  -  SECOND
 HW1128  VERT ORDER  -  SECOND    CLASS 0
 HW1128
 HW1128.The horizontal coordinates were established by classical geodetic methods
 HW1128.and adjusted by the National Geodetic Survey in November 1994..
 HW1128
 HW1128.The orthometric height was determined by differential leveling
 HW1128.and adjusted by the National Geodetic Survey in June 1991..
 HW1128
 HW1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1128
 HW1128.The geoid height was determined by GEOID03.
 HW1128
 HW1128.The dynamic height is computed by dividing the NAVD 88
 HW1128.geopotential number by the normal gravity value computed on the
 HW1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1128.degrees latitude (g = 980.6199 gals.).
 HW1128
 HW1128.The modeled gravity was interpolated from observed gravity values.
 HW1128
 HW1128;                    North         East     Units Scale Factor Converg.
 HW1128;SPC VA S     - 1,185,484.926 3,492,920.602   MT  1.00000715   -0 02 56.1
 HW1128;SPC VA S     - 3,889,378.46 11,459,690.34   sFT  1.00000715   -0 02 56.1
 HW1128;UTM  17      - 4,209,093.575   712,418.348   MT  1.00015576   +1 29 24.9
 HW1128
 HW1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1128!SPC VA S     -   0.99997691  x   1.00000715  =   0.99998406
 HW1128!UTM  17      -   0.99997691  x   1.00015576  =   1.00013266
 HW1128
 HW1128|---------------------------------------------------------------------|
 HW1128| PID    Reference Object                     Distance      Geod. Az  |
 HW1128|                                                           dddmmss.s |
 HW1128| HW1129 BARE RM 1                            28.440 METERS 06453     |
 HW1128| HW1130 NORROW                              APPROX. 2.0 KM 0713300.9 |
 HW1128|---------------------------------------------------------------------|
 HW1128
 HW1128                          SUPERSEDED SURVEY CONTROL
 HW1128
 HW1128  NAD 83(1986)-  38 00 16.74841(N)    078 34 50.17486(W) AD(       ) 2
 HW1128  NAD 27      -  38 00 16.24053(N)    078 34 51.11945(W) AD(       ) 2
 HW1128  NGVD 29 (??/??/92)  179.855  (m)          590.07   (f) ADJ UNCH    2 0
 HW1128
 HW1128.Superseded values are not recommended for survey control.
 HW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1128.See file dsdata.txt to determine how the superseded data were derived.
 HW1128
 HW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1241809094(NAD 83)
 HW1128_MARKER: DE = TRAVERSE STATION DISK
 HW1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1128_STAMPING: BARE 1965
 HW1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1128+STABILITY: SURFACE MOTION
 HW1128
 HW1128  HISTORY     - Date     Condition        Report By
 HW1128  HISTORY     - 1965     MONUMENTED       CGS
 HW1128  HISTORY     - 1965     GOOD             CGS
 HW1128
 HW1128                          STATION DESCRIPTION
 HW1128
 HW1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW1128'THE STATION IS LOCATED ON THE EAST SLOPE OF A HILL THAT IS
 HW1128'IN PASTURE LAND, ABOUT 4.5 MILE SOUTHWEST OF CHARLOTTESVILLE,
 HW1128'250 YARDS NORTHWEST ON U.S. HIGHWAY 29 AND ON THE VIRGINIA
 HW1128'LAND COMPANY PROPERTY.
 HW1128'
 HW1128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 HW1128'AND U.S. HIGHWAY 250 IN CHARLOTTESVILLE, GO SOUTHERLY ON
 HW1128'U.S. HIGHWAY 29 FOR 5.0 MILES TO A DRIVE-WAY ON THE RIGHT
 HW1128'LEADING TO A LARGE WHITE HOUSE, TURN RIGHT AND GO 0.1 MILE
 HW1128'TO THE HOUSE, BEAR TO THE LEFT AND FOLLOW TRACK ROAD 0.05
 HW1128'MILE TO A GATE, PASS THRU THE GATE AND FOLLOW DIM TRACK ROAD
 HW1128'FOR 0.05 MILE TO THE STATION.
 HW1128'
 HW1128'STATION IS 115 FEET SOUTHWEST OF A LONE TREE AND 88.7 FEET
 HW1128'WEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET
 HW1128'IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED
 HW1128'BARE 1965.
 HW1128'
 HW1128'REFERENCE MARK NO. 1 IS 15 FEET WEST OF A WIRE FENCE AND 6.5
 HW1128'FEET WEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 HW1128'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THE ROCK
 HW1128'PROJECTS 2 FEET, AND THE DISK IS STAMPED BARE NO 1 1965.
 HW1128
 HW1128                          STATION RECOVERY (1965)
 HW1128
 HW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW1128'5.2 MI SW FROM CHARLOTTESVILLE.
 HW1128'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 HW1128'OF U.S. HIGHWAYS 29 AND 250 IN CHARLOTTESVILLE TO A DRIVEWAY
 HW1128'LEADING TO A LARGE WHITE HOUSE, TURN RIGHT AND GO 0.1 MILE TO
 HW1128'THE HOUSE, BEAR TO THE LEFT AND FOLLOW TRACK ROAD 0.05 MILE TO
 HW1128'A GATE, PASS THRU GATE AND FOLLOW DIM TRACK ROAD 0.05 MILE
 HW1128'TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH, ON THE
 HW1128'SIDE OF A BARE HILL, 93.3 FEET WEST OF RM 1, 115 FEET SOUTHWEST
 HW1128'OF A LONE TREE, 88.7 FEET WEST OF A METAL WITNESS SIGN, AND IS
 HW1128'ABOUT 25 FEET HIGHER AND ACROSS A FIELD FROM THE HIGHWAY.
 HW1128'NOTE-- STATION IS 6.3 MILES NORTHEAST OF NORTH GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1129 ***********************************************************************
 HW1129  DESIGNATION -  BARE RM 1
 HW1129  PID         -  HW1129
 HW1129  STATE/COUNTY-  VA/ALBEMARLE
 HW1129  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW1129
 HW1129                         *CURRENT SURVEY CONTROL
 HW1129  ___________________________________________________________________
 HW1129* NAD 83(1986)-  38 00 17.     (N)    078 34 50.     (W)     SCALED    
 HW1129* NAVD 88     -       175.302  (meters)     575.14   (feet)  ADJUSTED  
 HW1129  ___________________________________________________________________
 HW1129  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW1129  DYNAMIC HT  -         175.177 (meters)     574.73  (feet)  COMP
 HW1129  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 HW1129
 HW1129  VERT ORDER  -  SECOND    CLASS 0
 HW1129
 HW1129.The horizontal coordinates were scaled from a topographic map and have
 HW1129.an estimated accuracy of +/- 6 seconds.
 HW1129
 HW1129.The orthometric height was determined by differential leveling
 HW1129.and adjusted by the National Geodetic Survey in June 1991..
 HW1129
 HW1129.The geoid height was determined by GEOID03.
 HW1129
 HW1129.The dynamic height is computed by dividing the NAVD 88
 HW1129.geopotential number by the normal gravity value computed on the
 HW1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1129.degrees latitude (g = 980.6199 gals.).
 HW1129
 HW1129.The modeled gravity was interpolated from observed gravity values.
 HW1129
 HW1129;                    North         East    Units  Estimated Accuracy
 HW1129;SPC VA S     - 1,185,490.    3,492,930.      MT  (+/- 180 meters Scaled)
 HW1129
 HW1129                          SUPERSEDED SURVEY CONTROL
 HW1129
 HW1129  NGVD 29 (??/??/92)  175.522  (m)          575.86   (f) ADJ UNCH    2 0
 HW1129
 HW1129.Superseded values are not recommended for survey control.
 HW1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1129.See file dsdata.txt to determine how the superseded data were derived.
 HW1129
 HW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC124091(NAD 83)
 HW1129_MARKER: DR = REFERENCE MARK DISK
 HW1129_SETTING: 66 = SET IN ROCK OUTCROP
 HW1129_SP_SET: ROCK OUTCROP
 HW1129_STAMPING: BARE NO 1 1965
 HW1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1129+STABILITY: POSITION/ELEVATION WELL
 HW1129
 HW1129  HISTORY     - Date     Condition        Report By
 HW1129  HISTORY     - 1965     MONUMENTED       CGS
 HW1129
 HW1129                          STATION DESCRIPTION
 HW1129
 HW1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW1129'5.2 MI SW FROM CHARLOTTESVILLE.
 HW1129'AT THE BARE STATION SITE-- 93.3 FEET EAST OF THE STATION, 15
 HW1129'FEET WEST OF A WIRE FENCE, 6.5 FEET WEST OF A METAL WITNESS
 HW1129'SIGN, SET IN THE TOP OF AN OUTCROP OF BEDROCK PROJECTING 2
 HW1129'FEET AND IS ABOUT 15 FEET BELOW THE LEVEL OF THE STATION,
 HW1129'NOTE-- SEE DESCRIPTION FOR STATION BARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1406 ***********************************************************************
 FY1406  DESIGNATION -  BARFOOT
 FY1406  PID         -  FY1406
 FY1406  STATE/COUNTY-  VA/FRANKLIN
 FY1406  USGS QUAD   -  ROCKY MOUNT (1985)
 FY1406
 FY1406                         *CURRENT SURVEY CONTROL
 FY1406  ___________________________________________________________________
 FY1406* NAD 83(1986)-  36 58 43.     (N)    079 55 47.     (W)     SCALED    
 FY1406* NAVD 88     -       331.829  (meters)    1088.68   (feet)  ADJUSTED  
 FY1406  ___________________________________________________________________
 FY1406  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 FY1406  DYNAMIC HT  -         331.550 (meters)    1087.76  (feet)  COMP
 FY1406  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 FY1406
 FY1406  VERT ORDER  -  SECOND    CLASS 0
 FY1406
 FY1406.The horizontal coordinates were scaled from a topographic map and have
 FY1406.an estimated accuracy of +/- 6 seconds.
 FY1406
 FY1406.The orthometric height was determined by differential leveling
 FY1406.and adjusted by the National Geodetic Survey in June 1991..
 FY1406
 FY1406.The geoid height was determined by GEOID03.
 FY1406
 FY1406.The dynamic height is computed by dividing the NAVD 88
 FY1406.geopotential number by the normal gravity value computed on the
 FY1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1406.degrees latitude (g = 980.6199 gals.).
 FY1406
 FY1406.The modeled gravity was interpolated from observed gravity values.
 FY1406
 FY1406;                    North         East    Units  Estimated Accuracy
 FY1406;SPC VA S     - 1,072,570.    3,372,710.      MT  (+/- 180 meters Scaled)
 FY1406
 FY1406                          SUPERSEDED SURVEY CONTROL
 FY1406
 FY1406  NGVD 29 (??/??/92)  332.01   (m)         1089.3    (f) COMPUTED    2 0
 FY1406
 FY1406.Superseded values are not recommended for survey control.
 FY1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1406.See file dsdata.txt to determine how the superseded data were derived.
 FY1406
 FY1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA952930(NAD 83)
 FY1406_MARKER: DB = BENCH MARK DISK
 FY1406_SETTING: 80 = SET IN A BOULDER
 FY1406_SP_SET: BOULDER
 FY1406_STAMPING: BARFOOT 1934
 FY1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1406+STABILITY: SURFACE MOTION
 FY1406
 FY1406  HISTORY     - Date     Condition        Report By
 FY1406  HISTORY     - 1934     MONUMENTED       CGS
 FY1406  HISTORY     - 1963     MARK NOT FOUND   NGS
 FY1406
 FY1406                          STATION DESCRIPTION
 FY1406
 FY1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FY1406'2.7 MI S FROM ROCKY MOUNT.
 FY1406'ON THE ROANOKE TO WINSTON-SALEM DIVISION OF THE NORFOLK AND
 FY1406'WESTERN RAILWAY, 0.7 MILE SOUTH OF MP NO. R 34 AT FLAGSTOP BARFOOT,
 FY1406'10 YARDS SOUTH OF STATION AT BARFOOT, 10 YARDS EAST OF CENTER OF
 FY1406'TRACKS 10 YARDS NORTH OF DIRT ROAD CROSSING, 6 INCHES BELOW BASE
 FY1406'OF RAILS, ON TOP OF A LARGE BOULDER.
 FY1406
 FY1406                          STATION RECOVERY (1963)
 FY1406
 FY1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FY1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4897 ***********************************************************************
 GV4897  DESIGNATION -  BARK 1912
 GV4897  PID         -  GV4897
 GV4897  STATE/COUNTY-  VA/KING WILLIAM
 GV4897  USGS QUAD   -  NEW KENT (1978)
 GV4897
 GV4897                         *CURRENT SURVEY CONTROL
 GV4897  ___________________________________________________________________
 GV4897* NAD 83(1993)-  37 34 06.74715(N)    076 59 05.40605(W)     ADJUSTED  
 GV4897* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4897  ___________________________________________________________________
 GV4897  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 GV4897  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GV4897
 GV4897  HORZ ORDER  -  THIRD
 GV4897
 GV4897.The horizontal coordinates were established by classical geodetic methods
 GV4897.and adjusted by the National Geodetic Survey in November 1994..
 GV4897
 GV4897.The orthometric height was scaled from a topographic map.
 GV4897
 GV4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4897
 GV4897.The geoid height was determined by GEOID03.
 GV4897
 GV4897;                    North         East     Units Scale Factor Converg.
 GV4897;SPC VA S     - 1,138,152.162 3,633,844.344   MT  0.99995154   +0 55 10.5
 GV4897;SPC VA S     - 3,734,087.55 11,922,037.65   sFT  0.99995154   +0 55 10.5
 GV4897;UTM  18      - 4,159,797.091   324,711.691   MT  0.99997848   -1 12 37.7
 GV4897
 GV4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4897!SPC VA S     -   1.00000541  x   0.99995154  =   0.99995695
 GV4897!UTM  18      -   1.00000541  x   0.99997848  =   0.99998389
 GV4897
 GV4897|---------------------------------------------------------------------|
 GV4897| PID    Reference Object                     Distance      Geod. Az  |
 GV4897|                                                           dddmmss.s |
 GV4897| GV4932 FLAGPOLE                            109.013 METERS 17500     |
 GV4897| GV4988 SUNK                                358.229 METERS 34940     |
 GV4897|---------------------------------------------------------------------|
 GV4897
 GV4897                          SUPERSEDED SURVEY CONTROL
 GV4897
 GV4897  NAD 83(1986)-  37 34 06.74861(N)    076 59 05.42203(W) AD(       ) 3
 GV4897  NAD 27      -  37 34 06.21800(N)    076 59 06.51800(W) AD(       ) 3
 GV4897
 GV4897.Superseded values are not recommended for survey control.
 GV4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4897.See file dsdata.txt to determine how the superseded data were derived.
 GV4897
 GV4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2471259797(NAD 83)
 GV4897
 GV4897  HISTORY     - Date     Condition        Report By
 GV4897  HISTORY     - 1912     MONUMENTED       CGS
 GV4897  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4897
 GV4897                          STATION DESCRIPTION
 GV4897
 GV4897'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4897'STATION IS ON THE LEFT SIDE OF THE PAMUNKEY RIVER, DESCENDING,
 GV4897'AT ABOUT THE CENTER OF ROUNDING POINT ABOUT 3/4 MILE ABOVE
 GV4897'INDIAN RESERVATION, AT THE LOWER SIDE OF LOW SOFT MUD BAR, ABOUT
 GV4897'130 METERS FROM WOODS LINE IN 5 FEET OF WATER.
 GV4897'
 GV4897'NOT MARKED, EXCEPT FOR THE TRIPOD AND SCAFFOLD STATION, WHICH
 GV4897'DRIVEN DEEP IN MUD WILL LAST UNTIL ICE CARRIES IT DOWN.
 GV4897
 GV4897                          STATION RECOVERY (1999)
 GV4897
 GV4897'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4413 ***********************************************************************
 GV4413  DESIGNATION -  BARN BELOW KINGS CREEK CUPOLA
 GV4413  PID         -  GV4413
 GV4413  STATE/COUNTY-  VA/YORK
 GV4413  USGS QUAD   -  CLAY BANK (1984)
 GV4413
 GV4413                         *CURRENT SURVEY CONTROL
 GV4413  ___________________________________________________________________
 GV4413* NAD 83(1993)-  37 16 15.84289(N)    076 35 35.01141(W)     ADJUSTED  
 GV4413* NAVD 88     -                                                        
 GV4413  ___________________________________________________________________
 GV4413  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 GV4413  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 GV4413
 GV4413  HORZ ORDER  -  THIRD
 GV4413
 GV4413.The horizontal coordinates were established by classical geodetic methods
 GV4413.and adjusted by the National Geodetic Survey in September 1995..
 GV4413
 GV4413
 GV4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4413
 GV4413.The geoid height was determined by GEOID03.
 GV4413
 GV4413;                    North         East     Units Scale Factor Converg.
 GV4413;SPC VA S     - 1,105,772.667 3,669,115.083   MT  0.99994681   +1 09 26.5
 GV4413;SPC VA S     - 3,627,855.82 12,037,755.07   sFT  0.99994681   +1 09 26.5
 GV4413;UTM  18      - 4,126,132.751   358,755.757   MT  0.99984575   -0 57 53.6
 GV4413
 GV4413                          SUPERSEDED SURVEY CONTROL
 GV4413
 GV4413  NAD 83(1993)-  37 16 15.84396(N)    076 35 35.01739(W) AD(       ) 4
 GV4413  NAD 83(1986)-  37 16 15.85023(N)    076 35 35.03654(W) AD(       ) 4
 GV4413  NAD 27      -  37 16 15.32000(N)    076 35 36.20000(W) AD(       ) 3
 GV4413
 GV4413.Superseded values are not recommended for survey control.
 GV4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4413.See file dsdata.txt to determine how the superseded data were derived.
 GV4413
 GV4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5875626133(NAD 83)
 GV4413_MARKER: 86 = CUPOLA
 GV4413
 GV4413  HISTORY     - Date     Condition        Report By
 GV4413  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4413
 GV4413                          STATION DESCRIPTION
 GV4413
 GV4413'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4786 ***********************************************************************
 GV4786  DESIGNATION -  BARN CUPOLA CUP
 GV4786  PID         -  GV4786
 GV4786  STATE/COUNTY-  VA/KING WILLIAM
 GV4786  USGS QUAD   -  WEST POINT (1986)
 GV4786
 GV4786                         *CURRENT SURVEY CONTROL
 GV4786  ___________________________________________________________________
 GV4786* NAD 83(1993)-  37 35 37.45512(N)    076 49 39.85907(W)     ADJUSTED  
 GV4786* NAVD 88     -                                                        
 GV4786  ___________________________________________________________________
 GV4786  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 GV4786  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 GV4786
 GV4786  HORZ ORDER  -  THIRD
 GV4786
 GV4786.The horizontal coordinates were established by classical geodetic methods
 GV4786.and adjusted by the National Geodetic Survey in November 1994..
 GV4786
 GV4786
 GV4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4786
 GV4786.The geoid height was determined by GEOID03.
 GV4786
 GV4786;                    North         East     Units Scale Factor Converg.
 GV4786;SPC VA S     - 1,141,182.406 3,647,670.769   MT  0.99995317   +1 00 53.8
 GV4786;SPC VA S     - 3,744,029.28 11,967,399.85   sFT  0.99995317   +1 00 53.8
 GV4786;UTM  18      - 4,162,311.311   338,641.151   MT  0.99992071   -1 06 55.0
 GV4786
 GV4786                          SUPERSEDED SURVEY CONTROL
 GV4786
 GV4786  NAD 83(1986)-  37 35 37.45669(N)    076 49 39.87517(W) AD(       ) 4
 GV4786  NAD 27      -  37 35 36.93800(N)    076 49 41.01400(W) AD(       ) 3
 GV4786
 GV4786.Superseded values are not recommended for survey control.
 GV4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4786.See file dsdata.txt to determine how the superseded data were derived.
 GV4786
 GV4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3864162311(NAD 83)
 GV4786_MARKER: 86 = CUPOLA
 GV4786
 GV4786  HISTORY     - Date     Condition        Report By
 GV4786  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4786  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV4786
 GV4786                          STATION DESCRIPTION
 GV4786
 GV4786'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4559 ***********************************************************************
 HV4559  DESIGNATION -  BARNARD
 HV4559  PID         -  HV4559
 HV4559  STATE/COUNTY-  VA/ARLINGTON
 HV4559  USGS QUAD   -  ALEXANDRIA (1994)
 HV4559
 HV4559                         *CURRENT SURVEY CONTROL
 HV4559  ___________________________________________________________________
 HV4559* NAD 83(1993)-  38 51 00.76779(N)    077 05 35.26663(W)     ADJUSTED  
 HV4559* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 HV4559  ___________________________________________________________________
 HV4559  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 HV4559  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV4559
 HV4559  HORZ ORDER  -  FIRST
 HV4559
 HV4559.The horizontal coordinates were established by classical geodetic methods
 HV4559.and adjusted by the National Geodetic Survey in November 1994..
 HV4559
 HV4559.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4559
 HV4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4559
 HV4559.The geoid height was determined by GEOID03.
 HV4559
 HV4559;                    North         East     Units Scale Factor Converg.
 HV4559;SPC VA N     - 2,132,309.154 3,622,118.581   MT  0.99995661   +0 52 41.0
 HV4559;SPC VA N     - 6,995,750.95 11,883,567.38   sFT  0.99995661   +0 52 41.0
 HV4559;UTM  18      - 4,302,236.531   318,362.013   MT  1.00000628   -1 18 48.1
 HV4559
 HV4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4559!SPC VA N     -   0.99999582  x   0.99995661  =   0.99995243
 HV4559!UTM  18      -   0.99999582  x   1.00000628  =   1.00000210
 HV4559
 HV4559|---------------------------------------------------------------------|
 HV4559| PID    Reference Object                     Distance      Geod. Az  |
 HV4559|                                                           dddmmss.s |
 HV4559| HV4554 ARLINGTON FT BARNARD TANK            34.761 METERS 01858     |
 HV4559| HV4553 ARLINGTON ARMY NAVY CLUB TANK       APPROX. 1.5 KM 0542232.5 |
 HV4559| DC6664 BARNARD RM 1                         25.332 METERS 09210     |
 HV4559| DC6663 BARNARD AZ MK                                      1644343.8 |
 HV4559| DC6665 BARNARD RM 2                         26.585 METERS 32318     |
 HV4559|---------------------------------------------------------------------|
 HV4559
 HV4559                          SUPERSEDED SURVEY CONTROL
 HV4559
 HV4559  NAD 83(1993)-  38 51 00.76647(N)    077 05 35.26865(W) AD(       ) 1
 HV4559  NAD 83(1986)-  38 51 00.76645(N)    077 05 35.27912(W) AD(       ) 1
 HV4559  NAD 27      -  38 51 00.36255(N)    077 05 36.35427(W) AD(       ) 1
 HV4559  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 HV4559
 HV4559.Superseded values are not recommended for survey control.
 HV4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4559.See file dsdata.txt to determine how the superseded data were derived.
 HV4559
 HV4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1836202237(NAD 83)
 HV4559_MARKER: DS = TRIANGULATION STATION DISK
 HV4559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4559
 HV4559  HISTORY     - Date     Condition        Report By
 HV4559  HISTORY     - 1958     MONUMENTED       CGS
 HV4559  HISTORY     - 1969     GOOD             CGS
 HV4559
 HV4559                          STATION DESCRIPTION
 HV4559
 HV4559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV4559'THE STATION IS APPROXIMATELY 2.5 MILES SOUTH OF ARLINGTON
 HV4559'POST OFFICE, 2.0 MILES EAST OF BAILEYS CROSSROADS, INSIDE
 HV4559'Y-INTERSECTION FORMED BY SOUTH POLLARD STREET AND WALTER REED
 HV4559'DRIVE AND ON THE PROPERTY OF THE ARLINGTON COUNTY WATER
 HV4559'DEPARTMENT.
 HV4559'
 HV4559'TO REACH FROM THE JUNTION OF STATE HIGHWAYS 7 AND 244 AT BAILEYS
 HV4559'CROSSROADS, GO NORTHEASTERLY ON STATE HIGHWAY 244 (COLUMBIA
 HV4559'PIKE) FOR 2.25 MILES TO GLEBE ROAD, TURN RIGHT AND GO SOUTHEAST
 HV4559'ON GLEBE ROAD FOR 0.45 MILE TO WALTER REED DRIVE, TURN RIGHT
 HV4559'AND GO SOUTHWESTERLY ON WALTER REED DRIVE FOR 0.4 MILE TO A
 HV4559'WATER TANK AND LOCKED GATE ON RIGHT, GO THROUGH GATE, PASSING
 HV4559'AROUND NORTH SIDE OF SMALL, BRICK BUILDING, THEN SOUTHWEST
 HV4559'FOR ABOUT 75 YARDS TO STATION SITE.
 HV4559'
 HV4559'STATION MARKS ARE STANDARD DISKS STAMPED BARNARD 1957.  THE
 HV4559'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 HV4559'SURFACE.  IT IS 104-1/2 FEET NORTH OF THE SOUTHWEST CORNER
 HV4559'OF STORM FENCE, 26 FEET EAST-NORTHEAST OF FENCE LINE AND 111
 HV4559'FEET WEST OF THE CENTER LEG OF LARGE, ELEVATED WATER TANK.
 HV4559'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HV4559'32 INCHES BELOW THE SURFACE OF THE GROUND.
 HV4559'
 HV4559'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARNARD NO 1
 HV4559'1957, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV4559'OF THE GROUND.  IT IS 80 FEET SOUTH OF A FIRE HYDRANT AND
 HV4559'1-1/2 FEET NORTHWEST OF STORM FENCE.
 HV4559'
 HV4559'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARNARD NO
 HV4559'2 1957, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV4559'OF THE GROUND.  IT IS 1-1/2 FEET EAST-NORTHEAST OF STORM FENCE
 HV4559'AND 94 FEET WEST OF CENTER LEG OF WATER TANK.
 HV4559'
 HV4559'AZIMUTH MARK IS A STANDARD DISK STAMPED BARNARD 1957, SET IN
 HV4559'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 17
 HV4559'FEET SOUTHWEST OF A FIRE HYDRANT, 59 FEET SOUTH-SOUTHEAST
 HV4559'OF THE SOUTHEAST CORNER OF A BRICK DWELLING AND 18 FEET SOUTH
 HV4559'OF CURB AT THE SOUTH END OF SOUTH POLLARD STREET.  A STANDARD
 HV4559'WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 HV4559'
 HV4559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SOUTH
 HV4559'POLLARD STREET FOR 0.25 MILE TO THE END OF STREET AND THE
 HV4559'MARK.
 HV4559'
 HV4559'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HV4559
 HV4559                          STATION RECOVERY (1969)
 HV4559
 HV4559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4559'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HV4559'RECOVERED AS DESCRIBED IN 1958 BY F.A. RIDDELL.
 HV4559'
 HV4559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 HV4559'SOUTH OF THE ARLINGTON POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1062 ***********************************************************************
 FW1062  DESIGNATION -  BARNES
 FW1062  PID         -  FW1062
 FW1062  STATE/COUNTY-  VA/ACCOMACK
 FW1062  USGS QUAD   -  BLOXOM (1979)
 FW1062
 FW1062                         *CURRENT SURVEY CONTROL
 FW1062  ___________________________________________________________________
 FW1062* NAD 83(1993)-  37 49 49.08486(N)    075 31 21.51760(W)     ADJUSTED  
 FW1062* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1062  ___________________________________________________________________
 FW1062  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 FW1062  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW1062
 FW1062  HORZ ORDER  -  THIRD
 FW1062
 FW1062.The horizontal coordinates were established by classical geodetic methods
 FW1062.and adjusted by the National Geodetic Survey in November 1994..
 FW1062
 FW1062.The orthometric height was scaled from a topographic map.
 FW1062
 FW1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1062
 FW1062.The geoid height was determined by GEOID03.
 FW1062
 FW1062;                    North         East     Units Scale Factor Converg.
 FW1062;SPC VA S     - 1,170,262.837 3,762,060.757   MT  0.99997796   +1 48 25.3
 FW1062;SPC VA S     - 3,839,437.32 12,342,694.33   sFT  0.99997796   +1 48 25.3
 FW1062;UTM  18      - 4,187,115.532   454,007.575   MT  0.99962605   -0 19 14.0
 FW1062
 FW1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1062!SPC VA S     -   1.00000562  x   0.99997796  =   0.99998358
 FW1062!UTM  18      -   1.00000562  x   0.99962605  =   0.99963167
 FW1062
 FW1062:                Primary Azimuth Mark                     Grid Az
 FW1062:SPC VA S     -  TAYLOR 1849                              022 36 02.6
 FW1062:UTM  18      -  TAYLOR 1849                              024 43 41.9
 FW1062
 FW1062|---------------------------------------------------------------------|
 FW1062| PID    Reference Object                     Distance      Geod. Az  |
 FW1062|                                                           dddmmss.s |
 FW1062| FW0836 TAYLOR 1849                         APPROX. 5.6 KM 0242427.9 |
 FW1062| FW1078 NORTHAM FARM HOUSE SOUTH CHIM       APPROX. 3.4 KM 2143906.8 |
 FW1062| DC7809 BARNES RM 2                                        22517     |
 FW1062| DC7808 BARNES RM                             7.480 METERS 30132     |
 FW1062|---------------------------------------------------------------------|
 FW1062
 FW1062                          SUPERSEDED SURVEY CONTROL
 FW1062
 FW1062  NAD 83(1993)-  37 49 49.08356(N)    075 31 21.52605(W) AD(       ) 3
 FW1062  NAD 83(1986)-  37 49 49.08238(N)    075 31 21.55385(W) AD(       ) 3
 FW1062  NAD 27      -  37 49 48.62883(N)    075 31 22.80840(W) AD(       ) 3
 FW1062
 FW1062.Superseded values are not recommended for survey control.
 FW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1062.See file dsdata.txt to determine how the superseded data were derived.
 FW1062
 FW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5400887116(NAD 83)
 FW1062_MARKER: B = BOLT
 FW1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1062_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 FW1062
 FW1062  HISTORY     - Date     Condition        Report By
 FW1062  HISTORY     - 1909     MONUMENTED       CGS
 FW1062  HISTORY     - 1933     GOOD             CGS
 FW1062  HISTORY     - 1934     GOOD             CGS
 FW1062  HISTORY     - 1934     GOOD             CGS
 FW1062  HISTORY     - 1942     GOOD             CGS
 FW1062  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FW1062
 FW1062                          STATION DESCRIPTION
 FW1062
 FW1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW1062'THIS STATION IS ON A POINT OF HARD MARSH COVERED WITH LOW
 FW1062'BUSHES, RUNNING OUT FROM THE BARNES (JOHN P.) FARM.  TO
 FW1062'REACH IT TAKE THE BLOXOM CREEK AND LAND AT BLOXOMS FARM.
 FW1062'THE BARNES FARM IS THE THIRD FARM TO THE N AND THE POINT
 FW1062'OF BUSHY MARSH CANNOT BE MISTAKEN.  THIS STATION WAS SELECTED
 FW1062'TO TAKE THE PLACE OF THE OLD STATION NOCK ON THE SAVAGE
 FW1062'FARM, WHICH IS TOO FAR BACK TO BE USEFUL EXCEPT BY BUILDING
 FW1062'HIGH SIGNALS.
 FW1062'
 FW1062'THE STATION IS MARKED WITH A COPPER TRIANGULATION BOLT SET
 FW1062'IN CEMENT 3 FEET BELOW SURFACE.  OVER THIS IS A CEMENT BLOCK
 FW1062'ABOUT 1 FOOT SQUARE IN WHICH IS SET A 1-INCH GALVANIZED-IRON
 FW1062'PIPE 18 INCHES LONG, IN WHICH IS FASTENED A COPPER TRIANGULATION
 FW1062'STATION BOLT.
 FW1062'
 FW1062'A REFERENCE MARK WAS PLACED TOWARDS THE WOODS, CONSISTING
 FW1062'OF A BLOCK OF CEMENT ABOUT 18 INCHES IN DIAMETER WITH CIRCLE
 FW1062'AND NAIL TO MARK CENTER.
 FW1062
 FW1062                          STATION RECOVERY (1933)
 FW1062
 FW1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1062'TRIANGULATION STATION AND REFERENCE MARK FOUND AS DESCRIBED.
 FW1062'
 FW1062'TO DESCRIPTION ADD FOLLOWING--TRIANGULATION STATION IS ABOUT
 FW1062'75 OR 80 METERS N OF DIVIDING CUT BETWEEN J.P. BARNES FARM
 FW1062'AND WESTS (MR. S.C. ABBOTT) FARM, ABOUT 50 METERS E OF E
 FW1062'EDGE OF WOOD ON HARD GROUND IN LOW MARSH BUSHES.  MR. PEARCE
 FW1062'TAYLOR IS NOW OCCUPANT OF BARNES FARM.  LOCATION OF TRIANGULATION
 FW1062'STATION KNOWN TO MR. PEARCE TAYLOR AND MR. S.C. ABBOTT.
 FW1062'
 FW1062'FROM TOWN OF ASSAWAMAN, GO 2.7 MILES S ALONG DIRT ROAD (SEASIDE
 FW1062'ROAD) TO FARM ROAD.  TURN E TO STATION.
 FW1062'
 FW1062'ADDITIONAL REFERENCE MARK (NO. 2), A STANDARD BRONZE DISK
 FW1062'SET IN CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTE
 FW1062'13A, WAS SET.
 FW1062
 FW1062                          STATION RECOVERY (1934)
 FW1062
 FW1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1062'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1062'LOCATED APPROXIMATELY 2-1/3 MILES NE OF MODEST TOWN, VIRGINIA,
 FW1062'NEAR ASSAWAMAN CREEK.  ON THE FARM OWNED BY J.P. BARNES
 FW1062'AND AT PRESENT OCCUPIED BY MR. PEARCE TAYLOR.  TRIANGULATION
 FW1062'STATION IS ABOUT 75 METERS N OF DIVIDING CUT BETWEEN J.P.
 FW1062'BARNES FARM AND WESTS (MR. S.C. ABBOTT) FARM, ON A POINT
 FW1062'OF HARD MARSH COVERED WITH LOW BUSHES.  A PINE GROVE COMES
 FW1062'TO A DECIDED POINT 50 METERS SW OF THE STATION.
 FW1062'
 FW1062'THE STATION WAS NOT OCCUPIED IN 1934.
 FW1062
 FW1062                          STATION RECOVERY (1934)
 FW1062
 FW1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW1062'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1062'DESCRIPTION AS RE-WRITTEN BY ENSIGN J.C. TISON DURING THE
 FW1062'PRESENT YEAR (1934), IS ADEQUATE AND COMPLETE.
 FW1062
 FW1062                          STATION RECOVERY (1942)
 FW1062
 FW1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1062'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 FW1062'THE U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 FW1062'OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO
 FW1062'CAPE CHARLES, VIRGINIA--
 FW1062'
 FW1062'(1) THE PINE GROVE 50 METERS SW OF THE STATION HAS BEEN
 FW1062'CUT OVER OR REMOVED.
 FW1062'
 FW1062'(2) THE NAIL WHICH MARKS THE CENTER OF REFERENCE MARK NO.
 FW1062'1 HAS RUSTED AWAY AND A HOLE IN THE CENTER IS ONLY OBJECT
 FW1062'LEFT TO MARK THE CENTER.
 FW1062'
 FW1062'THE STATION IS LOCATED ABOUT 3.3 MILES E OF MAPPSVILLE ON
 FW1062'A PATCH OF HARD MARSH GROUND ABOUT 500 FEET E OF THE SE
 FW1062'CORNER OF THE PEARCE TAYLOR FIELD, 48 METERS NE OF A POINT
 FW1062'OF WILLOW BUSHES, AND 82 METERS SE OF DENSE WILLOW BUSHES.
 FW1062'THE STATION IS MARKED WITH A TRIANGULATION COPPER BOLT (NO
 FW1062'STAMPING OF NAME OR DATE FOUND) SET IN THE TOP OF A CONCRETE
 FW1062'BLOCK WHICH IS FLUSH WITH THE GROUND, AND OVER THE MARK
 FW1062'THERE IS ERECTED A TRIPOD WHICH EXTENDS ABOUT 12 FEET ABOVE
 FW1062'THE MARK.  THE MARK IS IN GOOD CONDITION.
 FW1062'
 FW1062'REFERENCE MARK NO. 1 IS LOCATED 7.465 METERS W OF THE STATION,
 FW1062'AND 7 METERS E OF THE EDGE OF SMALL BUSHES.  THE MARK IS
 FW1062'A BLOCK OF CONCRETE ABOUT 18 INCHES IN DIAMETER, WITH A
 FW1062'HOLE IN THE CENTER, WHICH IS ABOUT 1 INCH BELOW THE SURFACE
 FW1062'OF THE GROUND.  THE MARK IS IN FAIR CONDITION.
 FW1062'
 FW1062'REFERENCE MARK NO. 2 IS LOCATED 13.144 METERS S OF THE STATION
 FW1062'IN LOW GRASS, 3 METERS SW OF EDGE OF SMALL BUSHES, AND 35.5
 FW1062'METERS E OF A POINT OF LARGE WILLOWS.  THE MARK IS A BRONZE
 FW1062'DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE
 FW1062'STATION, STAMPED BARNES NO. 2 1933, SET IN A 6-INCH BLOCK
 FW1062'OF CONCRETE WITH A 6-INCH TILE ON THE OUTSIDE, WHICH EXTENDS
 FW1062'ABOUT 5 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 FW1062'CONDITION.  REFERENCE MARK NO. 2 IS LOCATED 13.428 METERS SE OF
 FW1062'REFERENCE MARK NO. 1.
 FW1062'
 FW1062'TO REACH THE STATION FROM U.S. HIGHWAY 13 TAKE COUNTY ROAD
 FW1062'689 AT THE POST OFFICE IN MAPPSVILLE, GO 1.4 MILES E TO
 FW1062'COUNTY ROAD 679, TURN LEFT AND GO 0.1 MILE AND TURN RIGHT
 FW1062'ON COUNTY ROAD 689, AND GO 0.8 MILE TO SHARP BEND TO THE
 FW1062'LEFT.  AT THIS POINT TAKE A WOODS ROAD STRAIGHT AHEAD TO
 FW1062'THE S EDGE OF A FIELD AND CONTINUE ALONG S EDGE OF FIELD
 FW1062'1 MILE, PASSING A HOUSE ABOUT 0.7 MILE FROM MAIN ROAD AND
 FW1062'STOP AT THE SE CORNER OF THE FIELD WHICH IS NEAR THE EDGE
 FW1062'OF THE MARSH.  THE STATION IS ABOUT 500 FEET SE OF THE CORNER
 FW1062'OF THE FIELD.
 FW1062
 FW1062                          STATION RECOVERY (1961)
 FW1062
 FW1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1062'STATION AND R.M.S RECOVERED IN FAIR CONDITION.  THE 1942
 FW1062'RECOVERY NOTE BY W.D.P. IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 FW1062'
 FW1062'(1) THE STATION IS MARKED BY A STANDARD DISK, UNSTAMPED,
 FW1062'INSTEAD OF A COPPER BOLT.
 FW1062'
 FW1062'(2) THE R.M.S ARE 2 INCHES UNDER THE MARSH.
 FW1062'
 FW1062'(3) A METAL WITNESS POST WAS DRIVEN BESIDE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8330 ***********************************************************************
 HV8330  DESIGNATION -  BARNETT
 HV8330  PID         -  HV8330
 HV8330  STATE/COUNTY-  VA/FAIRFAX
 HV8330  USGS QUAD   -  MANASSAS (1994)
 HV8330
 HV8330                         *CURRENT SURVEY CONTROL
 HV8330  ___________________________________________________________________
 HV8330* NAD 83(1993)-  38 52 21.68860(N)    077 28 05.17278(W)     ADJUSTED  
 HV8330* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 HV8330  ___________________________________________________________________
 HV8330  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 HV8330  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV8330
 HV8330  HORZ ORDER  -  SECOND
 HV8330
 HV8330.The horizontal coordinates were established by classical geodetic methods
 HV8330.and adjusted by the National Geodetic Survey in November 1994..
 HV8330
 HV8330.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8330
 HV8330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8330
 HV8330.The geoid height was determined by GEOID03.
 HV8330
 HV8330;                    North         East     Units Scale Factor Converg.
 HV8330;SPC VA N     - 2,134,371.906 3,589,543.822   MT  0.99995828   +0 38 38.5
 HV8330;SPC VA N     - 7,002,518.49 11,776,695.02   sFT  0.99995828   +0 38 38.5
 HV8330;UTM  18      - 4,305,544.382   285,885.928   MT  1.00016456   -1 32 58.4
 HV8330
 HV8330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8330!SPC VA N     -   0.99999186  x   0.99995828  =   0.99995014
 HV8330!UTM  18      -   0.99999186  x   1.00016456  =   1.00015642
 HV8330
 HV8330                          SUPERSEDED SURVEY CONTROL
 HV8330
 HV8330  NAD 83(1993)-  38 52 21.68847(N)    077 28 05.17925(W) AD(       ) 2
 HV8330  NAD 83(1986)-  38 52 21.68756(N)    077 28 05.18595(W) AD(       ) 2
 HV8330  NGVD 29 (01/12/90)   83.9    (m)          275.     (f) VERT ANG       
 HV8330
 HV8330.Superseded values are not recommended for survey control.
 HV8330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8330.See file dsdata.txt to determine how the superseded data were derived.
 HV8330
 HV8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8588605544(NAD 83)
 HV8330_MARKER: Z = SEE DESCRIPTION
 HV8330_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8330_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8330_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8330
 HV8330  HISTORY     - Date     Condition        Report By
 HV8330  HISTORY     - 1974     MONUMENTED       VA-059
 HV8330
 HV8330                          STATION DESCRIPTION
 HV8330
 HV8330'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8330'THE STATION IS LOCATED ABOUT 8.9 MILES WEST OF FAIRFAX, 3.2 MILES
 HV8330'NORTHWEST OF CENTREVILLE, 2.5 MILES SOUTHWEST OF CHANTILLY, ALONG THE
 HV8330'NORTHERN EDGE OF BRADDOCK ROAD WHERE THE ROAD CRESTS BETWEEN LEE ROAD
 HV8330'AND THE CHANTILLY GOLF COURSE ACROSS FROM 15101 BRADDOCK ROAD. SEE
 HV8330'FAIRFAX TAX MAP 43-4, REVISED TO 1-1-76.
 HV8330'
 HV8330'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 28, SULLY ROAD, AND
 HV8330'US ROUTE 50 IN CHANTILLY, GO NORTHWEST ON US ROUTE 50 FOR 0.4 MILES
 HV8330'TO THE JUNCTION WITH ROUTE 661, LEE ROAD. TURN LEFT AND GO SOUTHWEST
 HV8330'ON ROUTE 661 FOR 2.6 MILES TO THE JUNCTION WITH ROUTE 620, BRADDOCK
 HV8330'ROAD. TURN LEFT AND GO SOUTHEAST ON ROUTE 620 FOR 0.3 MILES TO THE
 HV8330'CREST OF THE FIRST HILL AND STATION ON THE LEFT.
 HV8330'
 HV8330'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8330'CO DPW SUR--- IN THE GROUND ABOUT 15 INCHES BELOW THE SURFACE WITH AN
 HV8330'IRON RAILROAD SPIKE ADDED TO AID IN MAGNETIC DETECTION. LOCATED 20
 HV8330'FEET NE FROM THE CENTERLINE OF BRADDOCK ROAD.
 HV8330'
 HV8330'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF VEPCO POLE 60.
 HV8330'LOCATED 55 FEET E FROM RM 2.
 HV8330'
 HV8330'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF C AND P POLE
 HV8330'83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8331 ***********************************************************************
 HV8331  DESIGNATION -  BARNETT 1
 HV8331  PID         -  HV8331
 HV8331  STATE/COUNTY-  VA/FAIRFAX
 HV8331  USGS QUAD   -  MANASSAS (1994)
 HV8331
 HV8331                         *CURRENT SURVEY CONTROL
 HV8331  ___________________________________________________________________
 HV8331* NAD 83(1993)-  38 51 56.51115(N)    077 27 50.05750(W)     ADJUSTED  
 HV8331* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 HV8331  ___________________________________________________________________
 HV8331  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HV8331  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV8331
 HV8331  HORZ ORDER  -  SECOND
 HV8331
 HV8331.The horizontal coordinates were established by classical geodetic methods
 HV8331.and adjusted by the National Geodetic Survey in November 1994..
 HV8331
 HV8331.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8331
 HV8331.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8331
 HV8331.The geoid height was determined by GEOID03.
 HV8331
 HV8331;                    North         East     Units Scale Factor Converg.
 HV8331;SPC VA N     - 2,133,599.696 3,589,916.914   MT  0.99995774   +0 38 47.9
 HV8331;SPC VA N     - 6,999,985.00 11,777,919.08   sFT  0.99995774   +0 38 47.9
 HV8331;UTM  18      - 4,304,758.297   286,229.262   MT  1.00016275   -1 32 48.0
 HV8331
 HV8331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8331!SPC VA N     -   0.99999281  x   0.99995774  =   0.99995055
 HV8331!UTM  18      -   0.99999281  x   1.00016275  =   1.00015556
 HV8331
 HV8331                          SUPERSEDED SURVEY CONTROL
 HV8331
 HV8331  NAD 83(1993)-  38 51 56.51086(N)    077 27 50.06447(W) AD(       ) 2
 HV8331  NAD 83(1986)-  38 51 56.50999(N)    077 27 50.07079(W) AD(       ) 2
 HV8331  NGVD 29 (01/12/90)   77.9    (m)          256.     (f) VERT ANG       
 HV8331
 HV8331.Superseded values are not recommended for survey control.
 HV8331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8331.See file dsdata.txt to determine how the superseded data were derived.
 HV8331
 HV8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8622904758(NAD 83)
 HV8331_MARKER: Z = SEE DESCRIPTION
 HV8331_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8331_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8331_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8331
 HV8331  HISTORY     - Date     Condition        Report By
 HV8331  HISTORY     - 1974     MONUMENTED       VA-059
 HV8331
 HV8331                          STATION DESCRIPTION
 HV8331
 HV8331'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1974 (WTL)
 HV8331'THE STATION IS LOCATED ABOUT 2.75 MILES NORTHWEST OF CENTREVILLE,
 HV8331'8.66 MILES NORTHWEST OF FAIRFAX AND 2.63 MILES SOUTHWEST OF CHANTILLY
 HV8331'OFF OF BRADDOCK ROAD ROUTE 620, IN THE ENTRANCE OF THE CHANTILLY
 HV8331'NATIONAL GOLF AND COUNTRY CLUB. SEE FAIRFAX COUNTY TAX MAP 43-4.
 HV8331'
 HV8331'TO REACH THE STATION FROM THE INTERSECTION OF SULLY ROAD, ROUTE 28,
 HV8331'AND LEE JACKSON MEMORIAL HIGHWAY, ROUTE 50, IN CHANTILLY, PROCEED
 HV8331'NORTHWESTERLY ON LEE JACKSON MEMORIAL HIGHWAY FOR 0.4 MILES TO THE
 HV8331'INTERSECTION WITH LEE ROAD ROUTE 661. TURN LEFT, SOUTHWEST, ONTO LEE
 HV8331'ROAD AND FOLLOW SAME FOR 2.6 MILES TO THE INTERSECTION WITH BRADDOCK
 HV8331'ROAD, ROUTE 620. TURN LEFT, SOUTHEAST ONTO BRADDOCK ROAD AND FOLLOW
 HV8331'SAME FOR 0.9 MILES TO THE ENTRANCE TO THE CHANTILLY NATIONAL GOLF AND
 HV8331'COUNTRY CLUB ON THE RIGHT.  TURN RIGHT INTO THE COUNTRY CLUB AND TURN
 HV8331'AN IMMEDIATE RIGHT AND THEN LEFT, PASSING AROUND A GRASSY AREA WHICH
 HV8331'IS SURROUNDED ON ALL SIDES BY A CONCRETE CURB. STATION BARNETT-1 IS
 HV8331'LOCATED NEAR THE WESTERN CORNER OF THIS GRASSY AREA. THE SECOND GRASS
 HV8331'MEDIUM FROM BRADDOCK ROAD.
 HV8331'
 HV8331'THE STATION IS A REINFORCING ROD WITH PLASTIC YELLOW CAP STAMPED---
 HV8331'FAIRFAX CO DPW SUR---IN THE GROUND 15 INCHES BELOW THE SURFACE
 HV8331'LOCATED 88 FEET SE FROM THE TENNIS COURT FENCE, 60 FEET E FROM THE
 HV8331'CURB LINE OF THE THIRD MEDIAN FROM ROUTE 620, AND 72 FEET NW FROM THE
 HV8331'SOUTHEAST CURB LINE OF THE MEDIAN IT IS ON.
 HV8331'
 HV8331'REFERENCE MARK NO. 01 IS A FILED X IN THE TOP OF THE CURB LOCATED
 HV8331'110 FEET E FROM THE TENNIS COURT FENCE CORNER POST.
 HV8331'
 HV8331'REFERENCE MARK NO. 02 IS A FILED X IN THE TOP OF THE CURB LOCATED 70
 HV8331'FEET S FROM THE TENNIS COURT FENCE CORNER POST AND 3 FEET SW FROM
 HV8331'RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4809 ***********************************************************************
 HV4809  DESIGNATION -  BARNETTE PB AND PP 1931
 HV4809  PID         -  HV4809
 HV4809  STATE/COUNTY-  VA/FAIRFAX
 HV4809  USGS QUAD   -  FALLS CHURCH (1994)
 HV4809
 HV4809                         *CURRENT SURVEY CONTROL
 HV4809  ___________________________________________________________________
 HV4809* NAD 83(1993)-  38 58 07.44515(N)    077 13 00.43130(W)     ADJUSTED  
 HV4809* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 HV4809  ___________________________________________________________________
 HV4809  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HV4809  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV4809
 HV4809  HORZ ORDER  -  SECOND
 HV4809
 HV4809.The horizontal coordinates were established by classical geodetic methods
 HV4809.and adjusted by the National Geodetic Survey in November 1994..
 HV4809
 HV4809.The orthometric height was scaled from a topographic map.
 HV4809
 HV4809.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4809
 HV4809.The geoid height was determined by GEOID03.
 HV4809
 HV4809;                    North         East     Units Scale Factor Converg.
 HV4809;SPC VA N     - 2,145,307.615 3,611,201.801   MT  0.99996713   +0 48 03.2
 HV4809;SPC VA N     - 7,038,396.73 11,847,751.24   sFT  0.99996713   +0 48 03.2
 HV4809;SPC MD       -   144,557.767   381,213.241   MT  0.99995116   -0 08 09.8
 HV4809;SPC MD       -   474,269.94  1,250,697.11   sFT  0.99995116   -0 08 09.8
 HV4809;UTM  18      - 4,315,644.198   307,950.001   MT  1.00005418   -1 23 40.4
 HV4809
 HV4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4809!SPC VA N     -   0.99999215  x   0.99996713  =   0.99995928
 HV4809!SPC MD       -   0.99999215  x   0.99995116  =   0.99994331
 HV4809!UTM  18      -   0.99999215  x   1.00005418  =   1.00004633
 HV4809
 HV4809:                Primary Azimuth Mark                     Grid Az
 HV4809:SPC VA N     -  JOHN PB PP 1930                          340 08 44.5
 HV4809:SPC MD       -  JOHN PB PP 1930                          341 04 57.5
 HV4809:UTM  18      -  JOHN PB PP 1930                          342 20 28.1
 HV4809
 HV4809|---------------------------------------------------------------------|
 HV4809| PID    Reference Object                     Distance      Geod. Az  |
 HV4809|                                                           dddmmss.s |
 HV4809| HV4843 JOHN PB PP 1930                     APPROX. 1.7 KM 3405647.7 |
 HV4809|---------------------------------------------------------------------|
 HV4809
 HV4809                          SUPERSEDED SURVEY CONTROL
 HV4809
 HV4809  NAD 83(1993)-  38 58 07.44451(N)    077 13 00.43296(W) AD(       ) 2
 HV4809  NAD 83(1986)-  38 58 07.44460(N)    077 13 00.44218(W) AD(       ) 2
 HV4809  NAD 27      -  38 58 07.03800(N)    077 13 01.51600(W) AD(       ) 2
 HV4809
 HV4809.Superseded values are not recommended for survey control.
 HV4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4809.See file dsdata.txt to determine how the superseded data were derived.
 HV4809
 HV4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0795015644(NAD 83)
 HV4809_MARKER: Z = SEE DESCRIPTION
 HV4809_SETTING: 0 = UNSPECIFIED SETTING
 HV4809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4809
 HV4809  HISTORY     - Date     Condition        Report By
 HV4809  HISTORY     - 1931     MONUMENTED       PBPP
 HV4809  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4809
 HV4809                          STATION DESCRIPTION
 HV4809
 HV4809'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV4809'STATION IS A STANDARD U.S.P.B. AND P.P. TRIANGULATION MARK
 HV4809'SET IN TERRA COTTA PIPE FILLED WITH CONCRETE, ON VIRGINIA SHORE
 HV4809'POTOMAC RIVER, ON HIGH RIDGE, WOODED, OWNED BY MRS. BARNETT.
 HV4809'
 HV4809'AZIMUTH MARK IS STANDARD U.S.P.B. AND P.P. BRONZE TABLET SET
 HV4809'IN ROCK OUTCROP ON SIDE OF SLOPE.
 HV4809'
 HV4809'ENTRANCE TO STATION ALONG LEESBURG ROAD TO SWINKS MILL, THENCE
 HV4809'ALONG SAME ROAD, ABOUT 0.40 MILE TO LANE LEADING TO RIGHT AT
 HV4809'LARGE WOOD MAIL BOX, THENCE ALONG LANE ABOUT 0.40 MILE TO OLD
 HV4809'LOGGING ROAD LEADING DOWN SLOPE TO LEFT, THENCE ALONG OLD
 HV4809'LOGGING ROAD ABOUT 0.30 MILE TO NARROW FOOT BRIDGE ACROSS RUN,
 HV4809'THENCE UP THE SLOPE TO THE HIGHEST RIDGE ABOUT 0.25 MILE.
 HV4809'STATION IS ON SIDE OF SLOPE, AND 120 FEET FROM LARGE WHITE
 HV4809'BOULDER.
 HV4809
 HV4809                          STATION RECOVERY (1997)
 HV4809
 HV4809'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3942 ***********************************************************************
 GV3942  DESIGNATION -  BARNS
 GV3942  PID         -  GV3942
 GV3942  STATE/COUNTY-  VA/C OF HAMPTON
 GV3942  USGS QUAD   -  HAMPTON (1986)
 GV3942
 GV3942                         *CURRENT SURVEY CONTROL
 GV3942  ___________________________________________________________________
 GV3942* NAD 83(1993)-  37 04 16.30260(N)    076 21 35.91155(W)     ADJUSTED  
 GV3942* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV3942  ___________________________________________________________________
 GV3942  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GV3942  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 GV3942
 GV3942  HORZ ORDER  -  SECOND
 GV3942
 GV3942.The horizontal coordinates were established by classical geodetic methods
 GV3942.and adjusted by the National Geodetic Survey in September 1995..
 GV3942
 GV3942.The orthometric height was scaled from a topographic map.
 GV3942
 GV3942.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3942
 GV3942.The geoid height was determined by GEOID03.
 GV3942
 GV3942;                    North         East     Units Scale Factor Converg.
 GV3942;SPC VA S     - 1,084,040.500 3,690,285.257   MT  0.99995870   +1 17 55.8
 GV3942;SPC VA S     - 3,556,556.21 12,107,210.88   sFT  0.99995870   +1 17 55.8
 GV3942;UTM  18      - 4,103,635.324   379,104.516   MT  0.99978005   -0 49 11.6
 GV3942
 GV3942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3942!SPC VA S     -   1.00000531  x   0.99995870  =   0.99996401
 GV3942!UTM  18      -   1.00000531  x   0.99978005  =   0.99978536
 GV3942
 GV3942|---------------------------------------------------------------------|
 GV3942| PID    Reference Object                     Distance      Geod. Az  |
 GV3942|                                                           dddmmss.s |
 GV3942| DC8951 BARNS RM 1                           21.022 METERS 10716     |
 GV3942| GV3952 BUTTS 1941                          APPROX. 2.3 KM 3541642.8 |
 GV3942|---------------------------------------------------------------------|
 GV3942
 GV3942                          SUPERSEDED SURVEY CONTROL
 GV3942
 GV3942  NAD 83(1986)-  37 04 16.30771(N)    076 21 35.94738(W) AD(       ) 2
 GV3942  NAD 27      -  37 04 15.78000(N)    076 21 37.14500(W) AD(       ) 2
 GV3942
 GV3942.Superseded values are not recommended for survey control.
 GV3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3942.See file dsdata.txt to determine how the superseded data were derived.
 GV3942
 GV3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7910503635(NAD 83)
 GV3942_MARKER: DS = TRIANGULATION STATION DISK
 GV3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3942
 GV3942  HISTORY     - Date     Condition        Report By
 GV3942  HISTORY     - 1941     MONUMENTED       CGS
 GV3942  HISTORY     - 1943     GOOD             CGS
 GV3942  HISTORY     - 1949     MARK NOT FOUND   USAF
 GV3942  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV3942
 GV3942                          STATION DESCRIPTION
 GV3942
 GV3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3942'THE STATION IS ABOUT 0.5 MILE WEST OF THE GUARD HOUSE AT THE
 GV3942'ENTRANCE TO LANGLEY FIELD AND ABOUT 300 YARDS WEST OF THE HAMPTON
 GV3942'NORMAL SCHOOL FARM BARNS.  IT IS IN A BARE SPOT OF GROUND ABOUT
 GV3942'6 FEET ACROSS, 116 FEET SOUTH OF THE CENTER OF THE MAIN DIRT
 GV3942'ROAD, AND AT A POINT THAT IS 155 FEET WEST OF A SIDE ROAD THAT
 GV3942'RUNS NORTH FROM THE MAIN ROAD.  THE DISK IS STAMPED BARNS 1941
 GV3942'AND PROJECTS 6 INCHES.  TO REACH THE STATION FROM THE GUARD HOUSE
 GV3942'AT THE NORTH END OF THE BRIDGE AT THE ENTRANCE TO THE
 GV3942'LANGLEY FIELD RESERVATION, GO 0.1 MILE TO A CIRCLE.  GO
 GV3942'ABOUT TWO THIRDS AROUND THE CIRCLE, AND THEN GO NORTHWEST ON
 GV3942'HAMMOND AVENUE FOR 0.15 MILE TO A DIRT ROAD THAT RUNS TO THE
 GV3942'LEFT, OPPOSITE THE ENTRANCE TO LAWSON HALL.  GO WEST ON
 GV3942'THIS ROAD FOR 0.3 MILE, THEN JOG RIGHT FOR 0.05 MILE TO A
 GV3942'WATER TANK ON THE RIGHT.  TURN LEFT AND GO 0.1 MILE ON A DIRT
 GV3942'ROAD TO THE STATION.
 GV3942'
 GV3942'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET ACCORDING TO
 GV3942'NOTES 1A, 7A AND 11A.
 GV3942'
 GV3942'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AT THE SOUTHEAST
 GV3942'CORNER OF TALL GRASS, 8 FEET WEST OF THE WEST END OF A LOW BRUSH
 GV3942'ROW, AND ABOUT 140 FEET SOUTH OF THE CENTER OF THE MAIN ROAD.
 GV3942'THE DISK IS STAMPED BARNS NO. 1 1941 AND PROJECTS 6 INCHES.
 GV3942'
 GV3942'REFERENCE MARK NO. 2 IS NORTH OF THE STATION IN THE SOUTH EDGE
 GV3942'OF TALL GRASS, 46 FEET SOUTH OF THE CENTER OF THE MAIN DIRT
 GV3942'ROAD.  THE DISK IS STAMPED BARNS NO. 2 1941 AND PROJECTS 6 INCHES.
 GV3942'
 GV3942'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GV3942
 GV3942                          STATION RECOVERY (1943)
 GV3942
 GV3942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3942'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR
 GV3942'THE FOLLOWING DISCREPANCIES--
 GV3942'
 GV3942'1.  DELETE--IT IS IN A BARE SPOT OF GROUND, ABOUT 6 FEET ACROSS.
 GV3942'
 GV3942'2.  STATION IS 112 FEET S OF THE CENTER OF THE MAIN ROAD, NOT
 GV3942'116 FEET S OF THE CENTER OF THE MAIN DIRT ROAD.
 GV3942'
 GV3942'3.  DELETE--AND AT A POINT THAT IS 155 FEET W OF A SIDE ROAD
 GV3942'THAT RUNS N FROM THE MAIN ROAD AND 114.5 METERS E OF INTERSECTION
 GV3942'OF PAVED CROSSROADS.
 GV3942'
 GV3942'4.  DELETE THE WORD DIRT FROM THE PART READING AND THEN GO NW
 GV3942'ON HAMMOND AVE. FOR 0.15 MILE TO A DIRT ROAD.
 GV3942'
 GV3942'5.  DELETE--.....OPPOSITE THE ENTRANCE TO LAWSON HALL.  GO W ON
 GV3942'THIS ROAD FOR 0.3 MILE, THEN GO RIGHT FOR 0.05 MILE TO A WATER
 GV3942'TANK ON THE RIGHT.  TURN LEFT AND GO 0.1 MILE ON A DIRT ROAD TO
 GV3942'THE STATION.  AND ADD AND PROCEED PAST A PROMINENT WOODEN WATER
 GV3942'TANK FOR APPROXIMATELY 300 YARDS TO THE STATION ON THE LEFT.
 GV3942'
 GV3942'6.  THE TALL GRASS AND THE BRUSH ROW MENTIONED IN DESCRIBING
 GV3942'THE REFERENCE MARKS ARE NO LONGER IN EXISTENCE.
 GV3942
 GV3942                          STATION RECOVERY (1949)
 GV3942
 GV3942'RECOVERY NOTE BY US AIR FORCE 1949 (TDS)
 GV3942'LETTER FROM SGT. THOMAS D. SCHRECK, SECOND SHORAN BEACON UNIT,
 GV3942'LANGLEY AIR FORCE BASE, LANGLEY FIELD, VA., DATED FEB. 16,
 GV3942'1949--
 GV3942'
 GV3942'STATION LOCATED ON THE LANGLEY AIR FORCE BASE RESERVATION WAS
 GV3942'SEARCHED FOR ON FEBRUARY 1, 1949 AND NEITHER THE STATION NOR
 GV3942'REFERENCE MARKS WAS RECOVERED.  THE ENTIRE AREA AROUND ITS
 GV3942'DESCRIBED LOACTION HAS BEEN DUG UP BY DRAG LINE OPERATIONS TO A
 GV3942'DEPTH OF APPROXIMATELY 8 FEET, THE DITCHES USED FOR TRASH
 GV3942'DISPOSAL AND THE DITCHES BACKFILLED.  THE SEARCH FOR THE STATION
 GV3942'WAS CAREFULLY MADE AND THERE IS NO DOUBT THAT THE STATION
 GV3942'IS PERMANENTLY DESTROYED.
 GV3942
 GV3942                          STATION RECOVERY (2001)
 GV3942
 GV3942'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV3942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8332 ***********************************************************************
 HV8332  DESIGNATION -  BARNS
 HV8332  PID         -  HV8332
 HV8332  STATE/COUNTY-  VA/FAIRFAX
 HV8332  USGS QUAD   -  HERNDON (1994)
 HV8332
 HV8332                         *CURRENT SURVEY CONTROL
 HV8332  ___________________________________________________________________
 HV8332* NAD 83(1993)-  38 54 48.01436(N)    077 25 14.60972(W)     ADJUSTED  
 HV8332* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 HV8332  ___________________________________________________________________
 HV8332  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HV8332  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV8332
 HV8332  HORZ ORDER  -  SECOND
 HV8332
 HV8332.The horizontal coordinates were established by classical geodetic methods
 HV8332.and adjusted by the National Geodetic Survey in November 1994..
 HV8332
 HV8332.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8332
 HV8332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8332
 HV8332.The geoid height was determined by GEOID03.
 HV8332
 HV8332;                    North         East     Units Scale Factor Converg.
 HV8332;SPC VA N     - 2,138,930.944 3,593,601.919   MT  0.99996168   +0 40 24.9
 HV8332;SPC VA N     - 7,017,475.94 11,790,008.96   sFT  0.99996168   +0 40 24.9
 HV8332;UTM  18      - 4,309,945.563   290,116.415   MT  1.00014246   -1 31 16.0
 HV8332
 HV8332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8332!SPC VA N     -   0.99998789  x   0.99996168  =   0.99994957
 HV8332!UTM  18      -   0.99998789  x   1.00014246  =   1.00013035
 HV8332
 HV8332                          SUPERSEDED SURVEY CONTROL
 HV8332
 HV8332  NAD 83(1993)-  38 54 48.01404(N)    077 25 14.61425(W) AD(       ) 2
 HV8332  NAD 83(1986)-  38 54 48.01374(N)    077 25 14.62214(W) AD(       ) 2
 HV8332  NGVD 29 (01/12/90)  109.2    (m)          358.     (f) VERT ANG       
 HV8332
 HV8332.Superseded values are not recommended for survey control.
 HV8332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8332.See file dsdata.txt to determine how the superseded data were derived.
 HV8332
 HV8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9011609946(NAD 83)
 HV8332_MARKER: DD = SURVEY DISK
 HV8332_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8332_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8332
 HV8332  HISTORY     - Date     Condition        Report By
 HV8332  HISTORY     - 1969     MONUMENTED       VA-059
 HV8332  HISTORY     - 1975     GOOD             VA-059
 HV8332  HISTORY     - 1977     GOOD             VA-059
 HV8332
 HV8332                          STATION DESCRIPTION
 HV8332
 HV8332'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8332'THE STATION IS 1.5 MILES NORTH NORTH EAST OF THE TOWN OF CHANTILLY,
 HV8332'AT THE INTERSECTION OF BARNSFIELD ROAD AND CENTREVILLE ROAD ROUTE 657.
 HV8332'
 HV8332'TO REACH THE STATION FROM THE INTERSECTION OF LEE-JACKSON MEMORIAL
 HV8332'HIGHWAY (ROUTE 50) AND CENTREVILLE ROAD (ROUTE 657) IN CHANTILLY.
 HV8332'PROCEED NORTH NORTH EAST 1.5 MILES AND STATION ON THE RIGHT.
 HV8332'
 HV8332'THE STATION IS 2 FEET WEST OF EAST RIGHT OF WAY LINE.  10.2 FEET EAST
 HV8332'OF EAST EDGE OF CENTREVILLE ROAD.  2 FEET WEST OF FENCE LINE.  1.6
 HV8332'FEET NORTH WEST OF VEPCO POLE AN-H570.  MARK IS A STANDARD FAIRFAX
 HV8332'COUNTY DISC STAMPED---BARNS 1969---. THE DISC IS SET IN A CONCRETE
 HV8332'MASS.
 HV8332'
 HV8332'THE AZIMUTH MARK IS 0.7 MILE SOUTH SOUTH WEST OF STATION AND IS
 HV8332'APPROXIMATELY 1.0 FEET EAST OF WEST RIGHT OF WAY LINE OF ROUTE 657.
 HV8332'MARK IS AT THE ENTRANCE TO BROOKFIELD FARM, APPROXIMATELY 700 FEET
 HV8332'SOUTH SOUTH WEST OF CAIN BRANCH CROSSING ROUTE 657.  8.5 FEET WEST OF
 HV8332'WEST EDGE OF CENTREVILLE ROAD.  32 FEET NORTH OF A GRAVEL DRIVEWAY TO
 HV8332'BROOKFIELD FARM.  3 FEET NORTH EAST OF C AND P POLE 94 BC-20.  STATION
 HV8332'IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BARNS AZ 1969---. AND
 HV8332'SET IN A CONCRETE MASS.
 HV8332
 HV8332                          STATION RECOVERY (1975)
 HV8332
 HV8332'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8332'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8332'MAP 34-2, REVISED TO 1-1-76.
 HV8332
 HV8332                          STATION RECOVERY (1977)
 HV8332
 HV8332'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8332'THE STATION AND AZ MK WERE RECOVERED IN GOOD CONDITION AS PER THE
 HV8332'ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8333 ***********************************************************************
 HV8333  DESIGNATION -  BARNS AZ MK
 HV8333  PID         -  HV8333
 HV8333  STATE/COUNTY-  VA/FAIRFAX
 HV8333  USGS QUAD   -  HERNDON (1994)
 HV8333
 HV8333                         *CURRENT SURVEY CONTROL
 HV8333  ___________________________________________________________________
 HV8333* NAD 83(1993)-  38 54 13.27384(N)    077 25 26.20450(W)     ADJUSTED  
 HV8333* NAVD 88     -       103.8    (meters)     341.     (feet)  VERTCON   
 HV8333  ___________________________________________________________________
 HV8333  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 HV8333  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV8333
 HV8333  HORZ ORDER  -  SECOND
 HV8333
 HV8333.The horizontal coordinates were established by classical geodetic methods
 HV8333.and adjusted by the National Geodetic Survey in November 1994..
 HV8333
 HV8333.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8333
 HV8333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8333
 HV8333.The geoid height was determined by GEOID03.
 HV8333
 HV8333;                    North         East     Units Scale Factor Converg.
 HV8333;SPC VA N     - 2,137,856.481 3,593,335.161   MT  0.99996083   +0 40 17.7
 HV8333;SPC VA N     - 7,013,950.80 11,789,133.77   sFT  0.99996083   +0 40 17.7
 HV8333;UTM  18      - 4,308,881.910   289,808.652   MT  1.00014406   -1 31 22.2
 HV8333
 HV8333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8333!SPC VA N     -   0.99998871  x   0.99996083  =   0.99994954
 HV8333!UTM  18      -   0.99998871  x   1.00014406  =   1.00013276
 HV8333
 HV8333                          SUPERSEDED SURVEY CONTROL
 HV8333
 HV8333  NAD 83(1993)-  38 54 13.27350(N)    077 25 26.20941(W) AD(       ) 2
 HV8333  NAD 83(1986)-  38 54 13.27318(N)    077 25 26.21714(W) AD(       ) 2
 HV8333  NGVD 29 (01/12/90)  104.0    (m)          341.     (f) VERT ANG       
 HV8333
 HV8333.Superseded values are not recommended for survey control.
 HV8333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8333.See file dsdata.txt to determine how the superseded data were derived.
 HV8333
 HV8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8980908882(NAD 83)
 HV8333_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV8333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8333+STABILITY: SURFACE MOTION
 HV8333
 HV8333  HISTORY     - Date     Condition        Report By
 HV8333  HISTORY     - UNK      MONUMENTED
 HV8333  HISTORY     - 1975     GOOD             VA-059
 HV8333
 HV8333                          STATION DESCRIPTION
 HV8333
 HV8333'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8333'THE AZ MK WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX MAP
 HV8333'34-2, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3943 ***********************************************************************
 GV3943  DESIGNATION -  BARRACKS
 GV3943  PID         -  GV3943
 GV3943  STATE/COUNTY-  VA/C OF HAMPTON
 GV3943  USGS QUAD   -  HAMPTON (1986)
 GV3943
 GV3943                         *CURRENT SURVEY CONTROL
 GV3943  ___________________________________________________________________
 GV3943* NAD 83(1993)-  37 00 18.89718(N)    076 18 48.84319(W)     ADJUSTED  
 GV3943* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3943  ___________________________________________________________________
 GV3943  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 GV3943  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 GV3943
 GV3943  HORZ ORDER  -  THIRD
 GV3943
 GV3943.The horizontal coordinates were established by classical geodetic methods
 GV3943.and adjusted by the National Geodetic Survey in September 1995..
 GV3943
 GV3943.The orthometric height was scaled from a topographic map.
 GV3943
 GV3943.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3943
 GV3943.The geoid height was determined by GEOID03.
 GV3943
 GV3943;                    North         East     Units Scale Factor Converg.
 GV3943;SPC VA S     - 1,076,818.725 3,694,580.472   MT  0.99996527   +1 19 37.2
 GV3943;SPC VA S     - 3,532,862.77 12,121,302.77   sFT  0.99996527   +1 19 37.2
 GV3943;UTM  18      - 4,096,261.111   383,129.113   MT  0.99976826   -0 47 26.6
 GV3943
 GV3943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3943!SPC VA S     -   1.00000566  x   0.99996527  =   0.99997093
 GV3943!UTM  18      -   1.00000566  x   0.99976826  =   0.99977392
 GV3943
 GV3943:                Primary Azimuth Mark                     Grid Az
 GV3943:SPC VA S     -  MINE                                     194 14 37.1
 GV3943:UTM  18      -  MINE                                     196 21 40.9
 GV3943
 GV3943|---------------------------------------------------------------------|
 GV3943| PID    Reference Object                     Distance      Geod. Az  |
 GV3943|                                                           dddmmss.s |
 GV3943| GV4008 MINE                                430.619 METERS 1953414.3 |
 GV3943| DC8952 BARRACKS RM 1                        13.910 METERS 22652     |
 GV3943| DC8953 BARRACKS RM 2                        13.870 METERS 29510     |
 GV3943|---------------------------------------------------------------------|
 GV3943
 GV3943                          SUPERSEDED SURVEY CONTROL
 GV3943
 GV3943  NAD 83(1986)-  37 00 18.90208(N)    076 18 48.87937(W) AD(       ) 3
 GV3943  NAD 27      -  37 00 18.36700(N)    076 18 50.08700(W) AD(       ) 3
 GV3943
 GV3943.Superseded values are not recommended for survey control.
 GV3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3943.See file dsdata.txt to determine how the superseded data were derived.
 GV3943
 GV3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8312996261(NAD 83)
 GV3943_MARKER: DS = TRIANGULATION STATION DISK
 GV3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3943
 GV3943  HISTORY     - Date     Condition        Report By
 GV3943  HISTORY     - 1945     MONUMENTED       CGS
 GV3943  HISTORY     - 1955     GOOD             AMS
 GV3943  HISTORY     - 1966     MARK NOT FOUND   CGS
 GV3943
 GV3943                          STATION DESCRIPTION
 GV3943
 GV3943'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (PCW)
 GV3943'THIS STATION IS ON THE W SIDE OF FORT MONROE, APPROXIMATELY 450
 GV3943'FEET S OF THE CHESAPEAKE FERRY TERMINAL VEHICLE ENTRANCE GATE,
 GV3943'AND IN FRONT OF THE SPACE BETWEEN THE FIRST AND SECOND BARRACKS
 GV3943'FROM THE N.  IT IS 181 FEET S OF THE GATE AT THE SENTRY HOUSE
 GV3943'AND IS 7.76 FEET E OF THE E SIDE OF THE CURBING.  IT IS A
 GV3943'BRONZE DISK SET IN THE TOP OF AN 8- BY 8-INCH CONCRETE POST SET
 GV3943'JUST BELOW THE GROUND SURFACE.
 GV3943'
 GV3943'REFERENCE MARK 1 IS SET IN THE TOP OF THE CONCRETE SIDEWALK ON
 GV3943'THE W SIDE OF TIDBALL ROAD, ON THE W SIDE OF THE SIDEWALK, NEXT
 GV3943'TO THE CONCRETE RAIL, AND IS ABOUT 200 FEET S OF THE SENTRY GATE.
 GV3943'
 GV3943'REFERENCE MARK 2 IS SET IN THE TOP OF THE CONCRETE SIDEWALK ON
 GV3943'THE W SIDE OF TIDBALL ROAD, ON THE W SIDE OF THE SIDEWALK, NEXT TO
 GV3943'THE CONCRETE RAIL, AND IS ABOUT 155 FEET S OF THE SENTRY GATE.
 GV3943
 GV3943                          STATION RECOVERY (1955)
 GV3943
 GV3943'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3943'STATION FOUND IN GOOD CONDITION.  IT IS 40 FEET WSW OF SW CORNER
 GV3943'BARRACKS NO. T 163, 48 FEET NW OF NW CORNER BARRACKS NO. T 162.
 GV3943
 GV3943                          STATION RECOVERY (1966)
 GV3943
 GV3943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 GV3943'STATION SEARCHED FOR, NOT RECOVERED.  THE BARRACKS MENTIONED IN
 GV3943'THE DESCRIPTION ARE NO LONGER PRESENT.  ALL OF THE BUILDINGS ON
 GV3943'TIDBALL ROAD APPEAR TO BE QUARTERS FOR NCOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3498 ***********************************************************************
 FX3498  DESIGNATION -  BARREL
 FX3498  PID         -  FX3498
 FX3498  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3498  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3498
 FX3498                         *CURRENT SURVEY CONTROL
 FX3498  ___________________________________________________________________
 FX3498* NAD 83(1993)-  36 54 52.28028(N)    076 28 49.48080(W)     ADJUSTED  
 FX3498* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3498  ___________________________________________________________________
 FX3498  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FX3498  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 FX3498
 FX3498  HORZ ORDER  -  THIRD
 FX3498
 FX3498.The horizontal coordinates were established by classical geodetic methods
 FX3498.and adjusted by the National Geodetic Survey in September 1995..
 FX3498
 FX3498.The orthometric height was scaled from a topographic map.
 FX3498
 FX3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3498
 FX3498.The geoid height was determined by GEOID03.
 FX3498
 FX3498;                    North         East     Units Scale Factor Converg.
 FX3498;SPC VA S     - 1,066,421.960 3,679,950.028   MT  0.99997645   +1 13 32.7
 FX3498;SPC VA S     - 3,498,752.71 12,073,302.72   sFT  0.99997645   +1 13 32.7
 FX3498;UTM  18      - 4,086,413.511   368,127.396   MT  0.99981424   -0 53 21.5
 FX3498
 FX3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3498!SPC VA S     -   1.00000547  x   0.99997645  =   0.99998192
 FX3498!UTM  18      -   1.00000547  x   0.99981424  =   0.99981971
 FX3498
 FX3498:                Primary Azimuth Mark                     Grid Az
 FX3498:SPC VA S     -  NANSEMOND RIVER LIGHTHOUSE               088 29 25.5
 FX3498:UTM  18      -  NANSEMOND RIVER LIGHTHOUSE               090 36 19.7
 FX3498
 FX3498|---------------------------------------------------------------------|
 FX3498| PID    Reference Object                     Distance      Geod. Az  |
 FX3498|                                                           dddmmss.s |
 FX3498| FX3529 NANSEMOND RIVER LIGHTHOUSE          APPROX. 3.2 KM 0894258.2 |
 FX3498| FX3520 HALFPONE SHOAL LIGHT                APPROX. 2.8 KM 1652427.0 |
 FX3498| DC8054 BARREL RM 1                                        23541     |
 FX3498| DC8055 BARREL RM 2                                        33522     |
 FX3498|---------------------------------------------------------------------|
 FX3498
 FX3498                          SUPERSEDED SURVEY CONTROL
 FX3498
 FX3498  NAD 83(1986)-  36 54 52.28538(N)    076 28 49.51496(W) AD(       ) 3
 FX3498  NAD 27      -  36 54 51.74900(N)    076 28 50.70300(W) AD(       ) 3
 FX3498
 FX3498.Superseded values are not recommended for survey control.
 FX3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3498.See file dsdata.txt to determine how the superseded data were derived.
 FX3498
 FX3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6812786414(NAD 83)
 FX3498_MARKER: Z = SEE DESCRIPTION
 FX3498_SETTING: 0 = UNSPECIFIED SETTING
 FX3498
 FX3498  HISTORY     - Date     Condition        Report By
 FX3498  HISTORY     - 1909     MONUMENTED       VACF
 FX3498
 FX3498                          STATION DESCRIPTION
 FX3498
 FX3498'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1909
 FX3498'STATION IS A TRIPOD ERECTED ON THE BLUFF OF BARREL POINT NEAR THE
 FX3498'MOUTH OF THE NANSEMOND RIVER AT THE POINT WHERE THE BLUFF AND SHORE
 FX3498'LINE TREND TO THE WESTWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3499 ***********************************************************************
 FX3499  DESIGNATION -  BARREL 2 F 1909
 FX3499  PID         -  FX3499
 FX3499  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3499  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3499
 FX3499                         *CURRENT SURVEY CONTROL
 FX3499  ___________________________________________________________________
 FX3499* NAD 83(1993)-  36 54 59.27111(N)    076 28 52.83130(W)     ADJUSTED  
 FX3499* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3499  ___________________________________________________________________
 FX3499  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FX3499  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FX3499
 FX3499  HORZ ORDER  -  THIRD
 FX3499
 FX3499.The horizontal coordinates were established by classical geodetic methods
 FX3499.and adjusted by the National Geodetic Survey in September 1995..
 FX3499
 FX3499.The orthometric height was scaled from a topographic map.
 FX3499
 FX3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3499
 FX3499.The geoid height was determined by GEOID03.
 FX3499
 FX3499;                    North         East     Units Scale Factor Converg.
 FX3499;SPC VA S     - 1,066,635.636 3,679,862.506   MT  0.99997619   +1 13 30.6
 FX3499;SPC VA S     - 3,499,453.75 12,073,015.57   sFT  0.99997619   +1 13 30.6
 FX3499;UTM  18      - 4,086,630.237   368,047.832   MT  0.99981450   -0 53 23.6
 FX3499
 FX3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3499!SPC VA S     -   1.00000563  x   0.99997619  =   0.99998182
 FX3499!UTM  18      -   1.00000563  x   0.99981450  =   0.99982013
 FX3499
 FX3499:                Primary Azimuth Mark                     Grid Az
 FX3499:SPC VA S     -  PIG 1909                                 111 50 40.6
 FX3499:UTM  18      -  PIG 1909                                 113 57 34.8
 FX3499
 FX3499|---------------------------------------------------------------------|
 FX3499| PID    Reference Object                     Distance      Geod. Az  |
 FX3499|                                                           dddmmss.s |
 FX3499| FX3550 PIG 1909                            APPROX. 3.4 KM 1130411.2 |
 FX3499| FX3504 CEDAR FLAG                          APPROX. 0.5 KM 3123944.2 |
 FX3499|---------------------------------------------------------------------|
 FX3499
 FX3499                          SUPERSEDED SURVEY CONTROL
 FX3499
 FX3499  NAD 83(1986)-  36 54 59.27648(N)    076 28 52.86569(W) AD(       ) 3
 FX3499  NAD 27      -  36 54 58.72800(N)    076 28 54.05200(W) AD(       ) 3
 FX3499
 FX3499.Superseded values are not recommended for survey control.
 FX3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3499.See file dsdata.txt to determine how the superseded data were derived.
 FX3499
 FX3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6804886630(NAD 83)
 FX3499_MARKER: N = NAIL
 FX3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3499+STABILITY: SURFACE MOTION
 FX3499
 FX3499  HISTORY     - Date     Condition        Report By
 FX3499  HISTORY     - 1909     MONUMENTED       VACF
 FX3499  HISTORY     - 1912     GOOD             CGS
 FX3499  HISTORY     - 1932     MARK NOT FOUND   CGS
 FX3499  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3499
 FX3499                          STATION DESCRIPTION
 FX3499
 FX3499'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1909
 FX3499'A HYDROGRAPHIC STATION ESTABLISHED BY THE FISH COMMISSION.
 FX3499'
 FX3499'SITUATED ON TOP OF A PROMINENT BLUFF ABOUT 20 FEET HIGH ON
 FX3499'THE N SIDE OF THE ENTRANCE TO NANSEMOND RIVER, 3 METERS W
 FX3499'OF THE EDGE OF THE BLUFF AND ABOUT 115 METERS (PACED) NW
 FX3499'OF THE POINT WHERE THE BLUFF TURNS UP THE RIVER.  THE OLD
 FX3499'STATION BARREL WHICH WAS SITUATED ABOUT 1/2 MILE TO THE NW
 FX3499'HAS BEEN WASHED AWAY.
 FX3499'
 FX3499'MARKED BY A BLOCK OF CEMENT 5 BY 5 BY 7 INCHES BURIED 2 FEET
 FX3499'DEEP.  OVER THIS IS A DRAIN TILE 2 FEET LONG AND 4 INCHES
 FX3499'IN DIAMETER PROJECTING A FEW INCHES ABOVE THE SURFACE, FILLED
 FX3499'WITH AND EMBEDDED IN CEMENT.  A NAIL INSERTED IN THE CEMENT,
 FX3499'POINT UP, MARKS THE CENTER.
 FX3499
 FX3499                          STATION RECOVERY (1912)
 FX3499
 FX3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912 (FER)
 FX3499'RECOVERED IN GOOD CONDITION.
 FX3499
 FX3499                          STATION RECOVERY (1932)
 FX3499
 FX3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3499'THIS STATION IS LOST.  AN EXTENSIVE AND CAREFUL SEARCH WAS MADE
 FX3499'FOR THIS STATION BUT IT WAS NOT FOUND.  THE PINE TREE GROVE
 FX3499'SHOWN IN THE SKETCH HAS BEEN REMOVED AND THE LAND CLEARED OF
 FX3499'ALL STUMPS.  THE HOUSE INDICATED, 525.5 FEET ON THE SKETCH,
 FX3499'IS NOT EXISTING.  LOCAL INFORMATION STATES THAT THIS BLUFF
 FX3499'HAS ERODED BADLY.
 FX3499
 FX3499                          STATION RECOVERY (1960)
 FX3499
 FX3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3499'STATION LOST AND SHOULD BE DELETED FROM THE RECORDS.  BANK
 FX3499'ALL WASH AWAY IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4493 ***********************************************************************
 GV4493  DESIGNATION -  BARREN PT WATCH BOX CEN SM HSE
 GV4493  PID         -  GV4493
 GV4493  STATE/COUNTY-  VA/GLOUCESTER
 GV4493  USGS QUAD   -  GRESSITT (1986)
 GV4493
 GV4493                         *CURRENT SURVEY CONTROL
 GV4493  ___________________________________________________________________
 GV4493* NAD 83(1993)-  37 24 38.81350(N)    076 40 16.66726(W)     ADJUSTED  
 GV4493* NAVD 88     -                                                        
 GV4493  ___________________________________________________________________
 GV4493  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GV4493  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 GV4493
 GV4493  HORZ ORDER  -  THIRD
 GV4493
 GV4493.The horizontal coordinates were established by classical geodetic methods
 GV4493.and adjusted by the National Geodetic Survey in September 1995..
 GV4493
 GV4493
 GV4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4493
 GV4493.The geoid height was determined by GEOID03.
 GV4493
 GV4493;                    North         East     Units Scale Factor Converg.
 GV4493;SPC VA S     - 1,121,137.667 3,661,877.204   MT  0.99994569   +1 06 35.6
 GV4493;SPC VA S     - 3,678,265.83 12,014,008.79   sFT  0.99994569   +1 06 35.6
 GV4493;UTM  18      - 4,141,754.048   352,092.851   MT  0.99986948   -1 00 55.9
 GV4493
 GV4493                          SUPERSEDED SURVEY CONTROL
 GV4493
 GV4493  NAD 83(1993)-  37 24 38.81381(N)    076 40 16.67025(W) AD(       ) 4
 GV4493  NAD 83(1986)-  37 24 38.81663(N)    076 40 16.68781(W) AD(       ) 4
 GV4493  NAD 27      -  37 24 38.29700(N)    076 40 17.84500(W) AD(       ) 3
 GV4493
 GV4493.Superseded values are not recommended for survey control.
 GV4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4493.See file dsdata.txt to determine how the superseded data were derived.
 GV4493
 GV4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5209341754(NAD 83)
 GV4493
 GV4493  HISTORY     - Date     Condition        Report By
 GV4493  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4493  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4493  HISTORY     - 1952     MARK NOT FOUND   CGS
 GV4493  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4493
 GV4493                          STATION DESCRIPTION
 GV4493
 GV4493'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4493'LOCALITY WAS VISITED, BUT NO HOUSE OF ANY DESCRIPTION WAS FOUND
 GV4493'ON THIS POINT.  IT IS RECOMMENDED THAT ITS POSITION BE CONSIDERED
 GV4493'LOST.
 GV4493
 GV4493                          STATION RECOVERY (1952)
 GV4493
 GV4493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4493'THERE IS NO BUILDING IN THIS VICINITY.  RECOMMEND THAT THIS
 GV4493'STATION BE CLASSIFIED AS DESTROYED.
 GV4493
 GV4493                          STATION RECOVERY (2002)
 GV4493
 GV4493'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0472 ***********************************************************************
 GV0472  DESIGNATION -  BARRETT
 GV0472  PID         -  GV0472
 GV0472  STATE/COUNTY-  VA/JAMES CITY
 GV0472  USGS QUAD   -  NORGE (1984)
 GV0472
 GV0472                         *CURRENT SURVEY CONTROL
 GV0472  ___________________________________________________________________
 GV0472* NAD 83(1993)-  37 15 51.15993(N)    076 52 21.58305(W)     ADJUSTED  
 GV0472* NAVD 88     -         3.359  (meters)      11.02   (feet)  ADJUSTED  
 GV0472  ___________________________________________________________________
 GV0472  X           -   1,154,264.294 (meters)                     COMP
 GV0472  Y           -  -4,949,456.271 (meters)                     COMP
 GV0472  Z           -   3,840,751.020 (meters)                     COMP
 GV0472  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 GV0472  ELLIP HEIGHT-         -31.55  (meters)          (06/04/02) GPS OBS
 GV0472  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV0472  DYNAMIC HT  -           3.357 (meters)      11.01  (feet)  COMP
 GV0472  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GV0472
 GV0472  HORZ ORDER  -  SECOND
 GV0472  VERT ORDER  -  FIRST     CLASS I
 GV0472  ELLP ORDER  -  FOURTH    CLASS II
 GV0472
 GV0472.The horizontal coordinates were established by GPS observations
 GV0472.and adjusted by the National Geodetic Survey in September 1995..
 GV0472
 GV0472.The orthometric height was determined by differential leveling
 GV0472.and adjusted by the National Geodetic Survey in June 1991..
 GV0472
 GV0472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV0472
 GV0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0472
 GV0472.The ellipsoidal height was determined by GPS observations
 GV0472.and is referenced to NAD 83.
 GV0472
 GV0472.The geoid height was determined by GEOID03.
 GV0472
 GV0472.The dynamic height is computed by dividing the NAVD 88
 GV0472.geopotential number by the normal gravity value computed on the
 GV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0472.degrees latitude (g = 980.6199 gals.).
 GV0472
 GV0472.The modeled gravity was interpolated from observed gravity values.
 GV0472
 GV0472;                    North         East     Units Scale Factor Converg.
 GV0472;SPC VA S     - 1,104,547.715 3,644,334.548   MT  0.99994702   +0 59 15.6
 GV0472;SPC VA S     - 3,623,836.96 11,956,454.26   sFT  0.99994702   +0 59 15.6
 GV0472;UTM  18      - 4,125,826.233   333,948.234   MT  0.99993966   -1 08 02.9
 GV0472
 GV0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0472!SPC VA S     -   1.00000495  x   0.99994702  =   0.99995197
 GV0472!UTM  18      -   1.00000495  x   0.99993966  =   0.99994461
 GV0472
 GV0472:                Primary Azimuth Mark                     Grid Az
 GV0472:SPC VA S     -  BARRETT RM 4                             088 43 39.5
 GV0472:UTM  18      -  BARRETT RM 4                             090 50 58.0
 GV0472
 GV0472|---------------------------------------------------------------------|
 GV0472| PID    Reference Object                     Distance      Geod. Az  |
 GV0472|                                                           dddmmss.s |
 GV0472| GV0474 BARRETT RM 4                                       0894255.1 |
 GV0472| GV6110 0348                                457.131 METERS 0922218.3 |
 GV0472| DC8954 BARRETT RM 1 AZIMUTH                               0961114.5 |
 GV0472| GV4712 LARGE GRAY BARN SOUTH GABLE         129.315 METERS 10821     |
 GV0472| GV0471 BARRETT RM 2                         31.351 METERS 17306     |
 GV0472| GV0473 BARRETT RM 3                         24.260 METERS 28541     |
 GV0472|---------------------------------------------------------------------|
 GV0472
 GV0472                          SUPERSEDED SURVEY CONTROL
 GV0472
 GV0472  ELLIP H (09/08/95)  -31.35   (m)                       GP(       ) 4 2
 GV0472  NAD 83(1993)-  37 15 51.16145(N)    076 52 21.58891(W) AD(       ) 2
 GV0472  ELLIP H (11/14/94)  -31.48   (m)                       GP(       ) 4 2
 GV0472  NAD 83(1986)-  37 15 51.16660(N)    076 52 21.60784(W) AD(       ) 2
 GV0472  ELLIP H (01/27/92)  -31.49   (m)                       GP(       ) 4 1
 GV0472  NAD 83(1986)-  37 15 51.16014(N)    076 52 21.60618(W) AD(       ) 2
 GV0472  NAD 27      -  37 15 50.62600(N)    076 52 22.74000(W) AD(       ) 2
 GV0472  NGVD 29 (??/??/??)    3.594  (m)           11.79   (f) ADJUSTED    1 1
 GV0472
 GV0472.Superseded values are not recommended for survey control.
 GV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0472.See file dsdata.txt to determine how the superseded data were derived.
 GV0472
 GV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3394825826(NAD 83)
 GV0472_MARKER: DS = TRIANGULATION STATION DISK
 GV0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0472_SP_SET: SQUARE CONCRETE MONUMENT
 GV0472_STAMPING: BARRETTS 1934
 GV0472_MARK LOGO: CGS   
 GV0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0472+STABILITY: SURFACE MOTION
 GV0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0472+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV0472
 GV0472  HISTORY     - Date     Condition        Report By
 GV0472  HISTORY     - 1934     MONUMENTED       CGS
 GV0472  HISTORY     - 1938     GOOD             CGS
 GV0472  HISTORY     - 1942     GOOD             CGS
 GV0472  HISTORY     - 1951     GOOD             CGS
 GV0472  HISTORY     - 1971     GOOD             NGS
 GV0472  HISTORY     - 1971     GOOD             NGS
 GV0472  HISTORY     - 1987     GOOD             NGS
 GV0472  HISTORY     - 19900628 GOOD             MSI
 GV0472  HISTORY     - 19971018 GOOD             USPSQD
 GV0472  HISTORY     - 20021217 GOOD             USPSQD
 GV0472
 GV0472                          STATION DESCRIPTION
 GV0472
 GV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV0472'THIS IS A SECOND ORDER STATION LOCATED ON THE PROPERTY OF
 GV0472'MR. JOHN HOFFMEYER, 12 MILES WEST OF WILLIAMSBURG, 125 PACES
 GV0472'EAST OF THE LARGE CYPRESS TREE THAT MARKS THE BARRETTS FERRY
 GV0472'LANDING, 5.7 METERS SOUTH OF THE PASTURE FENCE, 54 PACES
 GV0472'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE IMPLEMENT SHED,
 GV0472'AND IN RANGE WITH A LARGE LOCUST TREE AND THE END OF A LONG
 GV0472'PIER AT THE MOUTH OF THE CHICKAHOMINY RIVER.  MARK PROJECTS
 GV0472'5 INCHES.
 GV0472'
 GV0472'TO REACH FROM WILLIAMSBURG AT THE JUNCTION OF THE HIGHWAYS
 GV0472'UNITED STATES 60 AND STATE 31, GO WEST ON STATE HIGHWAY NO. 31
 GV0472'FOR 1.5 MILES TO THE JUNCTION OF HIGHWAY NO. 5.  TURN RIGHT
 GV0472'ON NO. 5 AND GO 9.3 MILES TO STATION.  (NO. 5 IS KNOWN AND
 GV0472'LABELED AS THE DEAD END ROAD.) THE STATION IS DUE WEST OF
 GV0472'THE HOUSE AND BARNS.  FOLLOW ALONG THE PASTURE FENCE TO THE
 GV0472'OLD LANDING.
 GV0472'
 GV0472'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GV0472'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A
 GV0472'AND 11B.
 GV0472'
 GV0472'REFERENCE MARK NO. 1 IS LOCATED 0.25 MILE EAST OF THE STATION,
 GV0472'0.1 MILE EAST OF THE HOUSE, 1 FOOT SOUTH OF THE PASTURE FENCE,
 GV0472'33 PACES WEST OF THE FENCE CORNER JUST NORTH OF THE GATE.
 GV0472'MARK PROJECTS 7 INCHES.
 GV0472'
 GV0472'REFERENCE MARK NO. 2 IS LOCATED 31.358 METERS SOUTH OF THE
 GV0472'STATION, 8 PACES EAST OF A LARGE LOCUST TREE, 28 PACES WEST OF
 GV0472'THE IMPLEMENT SHED AND ABOUT IN RANGE WITH THE SOUTH SIDE
 GV0472'OF THE SHED.  MARK PROJECTS 6 INCHES.
 GV0472'
 GV0472'REFERENCE MARK NO. 3 IS LOCATED 24.262 METERS NORTHWEST OF
 GV0472'THE STATION, 1 FOOT SOUTH OF THE PASTURE FENCE, 90 PACES
 GV0472'EAST OF THE OLD FERRY LANDING PACING PARALLEL WITH THE FENCE
 GV0472'AND USING THE VERY LARGE CYPRESS TREE THAT MARKS THE OLD
 GV0472'LANDING.  MARK PROJECTS 6 INCHES.
 GV0472'
 GV0472'A 116-FOOT TOWER WILL HAVE TO BE USED TO CLEAR ALL LINES AT
 GV0472'THIS STATION.
 GV0472'
 GV0472'NO CUT-INS WERE VISIBLE FROM THE GROUND.
 GV0472'
 GV0472'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV0472
 GV0472                          STATION RECOVERY (1938)
 GV0472
 GV0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV0472'THE FOLLOWING IS A COMPLETE DESCRIPTION OF THIS STATION,
 GV0472'USING ALL PERTINENT DETAILS OF THE ORIGINAL DESCRIPTION.
 GV0472'
 GV0472'THIS STATION IS ON THE EAST SIDE OF THE CHICKAHOMINY RIVER,
 GV0472'ABOUT 1 MILE NORTH FROM ITS MOUTH, ON THE FARM OF JOHN HOFFMEYER,
 GV0472'275 FEET FROM THE BULKHEAD OF THE FERRY SLIP, MEASURED FROM
 GV0472'THE SOUTH SIDE OF THE ROAD AT THE HIGH WATER LINE, 109 FEET
 GV0472'FROM THE HIGH WATER LINE MEASURED ON LINE WITH THE FERRY
 GV0472'SLIP ON THE WEST SIDE OF THE RIVER, 36.8 METERS TO CENTER OF
 GV0472'HIGHWAY, 54 PACES WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 GV0472'AN IMPLEMENT SHED, ON RANGE WITH A LARGE LOCUST TREE AND THE
 GV0472'LONG WHARF ON BARRETS POINT, AND ON RANGE WITH ANOTHER LOCUST
 GV0472'TREE AND THE SOUTHEAST TANGENT OF FERRY POINT.  THE STATION
 GV0472'IS MARKED IN ACCORDANCE WITH NOTES 1B AND 7A.  THE SURFACE
 GV0472'MARK PROJECTS 5 INCHES ABOVE THE GROUND.
 GV0472'
 GV0472'THE REFERENCE POINTS ARE MARKED IN ACCORDANCE WITH NOTE 11A.
 GV0472'NO. 2 IS 8 PACES EAST OF A LARGE LOCUST TREE, 28 PACES WEST OF
 GV0472'THE IMPLEMENT SHED AND ABOUT ON RANGE WITH THE SOUTH SIDE
 GV0472'OF THE SHED.  NO. 3 IS IN THE SAME PLOT OF GROUND WITH THE
 GV0472'STATION AND BETWEEN THE STATION AND THE FERRY LANDING.  IT
 GV0472'PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE MARK NO. 1 IS NO
 GV0472'LONGER IN EXISTENCE.  AT THE REQUEST OF THE PROPERTY OWNER
 GV0472'THIS MARK WAS REMOVED FROM HIS CULTIVATED FIELD.  IT WAS
 GV0472'REDESIGNATED AS REFERENCE MARK NO. 4 AND RESET 9.5 METERS
 GV0472'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 17.5 METERS
 GV0472'EAST OF THE FIRST CONCRETE CULVERT EAST OF THE FERRY
 GV0472'LANDING.  THE ANGLE BETWEEN THIS MARK IN ITS PRESENT LOCATION
 GV0472'AND ITS ORIGINAL SITE WAS MEASURED.  IT WAS ORIGINALLY
 GV0472'ESTABLISHED FOR AN AZIMUTH MARK.  IT MAY BE USED FOR THAT IN
 GV0472'ITS PRESENT LOCATION.  STATIONS WHARF AND THORN MAY ALSO BE
 GV0472'USED FOR AZIMUTH MARKS, AS THEY ARE VISIBLE GROUND TO GROUND.
 GV0472
 GV0472                          STATION RECOVERY (1942)
 GV0472
 GV0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV0472'ADD FOLLOWING TO 1938 DESCRIPTION--
 GV0472'
 GV0472'STATION IS 3.6 METERS N OF THE FENCE ENCLOSING A GRASS PLOT
 GV0472'TO W OF LARGE GRAY BARN, 16.3 METERS S OF THE SW CORNER OF
 GV0472'A TAR-PAPERED SHACK NEAR THE ROAD AND ON RANGE WITH THE
 GV0472'SIDE OF THIS SHACK, 36.3 METERS S OF THE CENTER LINE OF THE
 GV0472'ROAD (VIRGINIA 5) AT A POINT 82.6 METERS E OF THE E END OF
 GV0472'CHICKAHOMINY RIVER BRIDGE.  8.3 METERS NE OF E GATEPOST OF
 GV0472'S SIDE FENCE AROUND PLOT.
 GV0472
 GV0472                          STATION RECOVERY (1951)
 GV0472
 GV0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCC)
 GV0472'STATION RECOVERED AS DESCRIBED, EXCEPT THE IMPLEMENT SHED
 GV0472'NO LONGER EXISTS.  THE STATION IS STAMPED BARRETTS 1934.
 GV0472'
 GV0472'REFERENCE MARK 4 RECOVERED AS DESCRIBED, EXCEPT THE MARK IS
 GV0472'IN A DITCH AND LOOKS AS IF IT HAD BEEN HIT.  THE MARK IS
 GV0472'STAMPED BARRETTS 1938 NO 4.
 GV0472
 GV0472                          STATION RECOVERY (1971)
 GV0472
 GV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0472'THE STATION MARK AND REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN
 GV0472'GOOD CONDITION.
 GV0472'
 GV0472'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 5 AND
 GV0472'31 AND RICHMOND ROAD AT WILLIAMSBURG GO 1.55 MILES SOUTHWEST ALONG
 GV0472'STATE HIGHWAYS BRIDGE OVER THE CHICKAHOMINY RIVER.  RM 4 IS ABOUT
 GV0472'0.25 MILE EAST OF THE STATION MARK AND 30 FEET SOUTHWEST OF THE
 GV0472'CENTER LINE OF THE HIGHWAY.
 GV0472'
 GV0472'NOTE--THE MARKS ARE ALL STAMPED BARRETTS HOWEVER IT IS DESIGNATED
 GV0472'AS BARRETT IN THE DESCRIPTION LIST.
 GV0472
 GV0472                          STATION RECOVERY (1971)
 GV0472
 GV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0472'10.2 MI W FROM WILLIAMSBURG.
 GV0472'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0472'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 8.6 MILES
 GV0472'WEST ALONG STATE HIGHWAY 5, ABOUT 280 FEET EAST OF THE HIGHWAY
 GV0472'BRIDGE OVER THE CHICKAHOMINY RIVER, 120 1/2 FEET SOUTH OF THE
 GV0472'CENTER LINE OF THE HIGHWAY, 88 1/2 FEET SOUTH OF A FENCE, 62
 GV0472'FEET SOUTHEAST OF POWER POLE NUMBER 724-8 WHICH BEARS A
 GV0472'TRANSFORMER, 34.0 FEET EAST OF THE NORTHEAST CORNER OF A FRAME
 GV0472'HOUSE, 102.0 FEET NORTH OF BARRETT RM 2, 79.5 FEET SOUTHEAST
 GV0472'OF BARRETT RM 3, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 GV0472'LEVEL WITH THE SURFACE OF THE GROUND.
 GV0472
 GV0472                          STATION RECOVERY (1987)
 GV0472
 GV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GV0472'THE STATION WAS RECOVERED AT THIS DATE.
 GV0472'IN GOOD CONDITION, NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 GV0472'
 GV0472'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 GV0472'WEST-SOUTHWEST OF WILLIAMSBURG AND IN THE NORTHWEST CORNER OF A HAY
 GV0472'FIELD.
 GV0472'OWNERSHIP--EUGENE J HOFFMEYER, 1409 JOHN TYLER HIGHWAY,
 GV0472'WILLIAMSBURG VA 23185, PH 804-229-3515.
 GV0472'
 GV0472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5, 31 AND
 GV0472'199 AT THE SOUTHWEST EDGE OF WILLIAMSBURG, GO NORTHWEST ON HIGHWAYS
 GV0472'5 AND 199 FOR 0.7 KM (0.45 MI) TO A CROSSROAD.  TURN LEFT AND GO
 GV0472'WEST ON HIGHWAY 5 FOR 10.1 KM (6.25 MI) TO SECONDARY ROAD 613 ON
 GV0472'RIGHT.  CONTINUE AHEAD FOR 1.5 KM (0.95 MI) TO A WARNING HEIGHT BAR
 GV0472'AND LIGHTS ACROSS HIGHWAY (FOR BRIDGE AHEAD).  CONTINUE AHEAD FOR
 GV0472'1.4 KM (0.9 MI) TO A METAL GATE AT FIELD ENTRANCE ON THE LEFT.
 GV0472'TURN LEFT AND GO SOUTH ON A FIELD ROAD FOR 0.1 KM (0.05 MI) TO REAR
 GV0472'OF BARNS.  TURN RIGHT AND GO NORTHWESTERLY ON A DIM ROAD ALONG REAR
 GV0472'OF BUILDINGS (DO NOT DRIVE WHEN WET) FOR 0.2 KM (0.1 MI) TO A FIELD
 GV0472'CORNER AT THE SIDE OF A GRAY-SHINGLED HOUSE AND THE STATION ON THE
 GV0472'RIGHT.
 GV0472'
 GV0472'THE STATION IS A STANDARD CGS DISK
 GV0472'STAMPED---BARRETTS 1934---,
 GV0472'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GV0472'30 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 GV0472'26.5 METERS (86.9 FT) SOUTHEAST FROM A UTILITY POLE WITH
 GV0472'A TRANSFORMER IN THE WEST PERIMETER FENCE,
 GV0472'19.0 METERS (62.3 FT) SOUTH FROM A FIBERGLASS WITNESS POST IN THE
 GV0472'NORTH PERIMETER FENCE,
 GV0472'13.1 METERS (43.0 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 GV0472'HOUSE,
 GV0472'10.3 METERS (33.8 FT) EAST FROM THE NORTHEAST CORNER OF THE HOUSE,
 GV0472'AND
 GV0472'0.3 METERS (1.0 FT) NORTH FROM THE EXTENDED FRONT WALL OF THE HOUSE.
 GV0472'NO INFORMATION AVAILABLE AS TO AN UNDERGROUND MARK.
 GV0472'
 GV0472'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GV0472'1987.
 GV0472'
 GV0472'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GV0472'
 GV0472'DESCRIBED BY G.R. HEID.
 GV0472
 GV0472                          STATION RECOVERY (1990)
 GV0472
 GV0472'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV0472'RECOVERED IN GOOD CONDITION.
 GV0472
 GV0472                          STATION RECOVERY (1997)
 GV0472
 GV0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0472'RECOVERED IN GOOD CONDITION.
 GV0472
 GV0472                          STATION RECOVERY (2002)
 GV0472
 GV0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0471 ***********************************************************************
 GV0471  DESIGNATION -  BARRETT RM 2
 GV0471  PID         -  GV0471
 GV0471  STATE/COUNTY-  VA/JAMES CITY
 GV0471  USGS QUAD   -  NORGE (1984)
 GV0471
 GV0471                         *CURRENT SURVEY CONTROL
 GV0471  ___________________________________________________________________
 GV0471* NAD 83(1986)-  37 15 51.     (N)    076 52 21.     (W)     SCALED    
 GV0471* NAVD 88     -         2.318  (meters)       7.61   (feet)  ADJUSTED  
 GV0471  ___________________________________________________________________
 GV0471  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV0471  DYNAMIC HT  -           2.317 (meters)       7.60  (feet)  COMP
 GV0471  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GV0471
 GV0471  VERT ORDER  -  FIRST     CLASS I
 GV0471
 GV0471.The horizontal coordinates were scaled from a topographic map and have
 GV0471.an estimated accuracy of +/- 6 seconds.
 GV0471
 GV0471.The orthometric height was determined by differential leveling
 GV0471.and adjusted by the National Geodetic Survey in June 1991..
 GV0471
 GV0471.The geoid height was determined by GEOID03.
 GV0471
 GV0471.The dynamic height is computed by dividing the NAVD 88
 GV0471.geopotential number by the normal gravity value computed on the
 GV0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0471.degrees latitude (g = 980.6199 gals.).
 GV0471
 GV0471.The modeled gravity was interpolated from observed gravity values.
 GV0471
 GV0471;                    North         East    Units  Estimated Accuracy
 GV0471;SPC VA S     - 1,104,540.    3,644,350.      MT  (+/- 180 meters Scaled)
 GV0471
 GV0471                          SUPERSEDED SURVEY CONTROL
 GV0471
 GV0471  NGVD 29 (??/??/??)    2.553  (m)            8.38   (f) ADJUSTED    1 1
 GV0471
 GV0471.Superseded values are not recommended for survey control.
 GV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0471.See file dsdata.txt to determine how the superseded data were derived.
 GV0471
 GV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG339258(NAD 83)
 GV0471_MARKER: DR = REFERENCE MARK DISK
 GV0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0471_STAMPING: BARRETTS NO 2 1934
 GV0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0471+STABILITY: SURFACE MOTION
 GV0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0471+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV0471
 GV0471  HISTORY     - Date     Condition        Report By
 GV0471  HISTORY     - 1934     MONUMENTED       CGS
 GV0471  HISTORY     - 1971     GOOD             NGS
 GV0471  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 GV0471  HISTORY     - 20021217 GOOD             USPSQD
 GV0471
 GV0471                          STATION DESCRIPTION
 GV0471
 GV0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0471'10.2 MI W FROM WILLIAMSBURG.
 GV0471'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0471'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 8.6 MILES
 GV0471'WEST ALONG STATE HIGHWAY 5, ABOUT 225 FEET SOUTH OF THE CENTER
 GV0471'LINE OF THE HIGHWAY, 168 FEET NORTHEAST OF THE NORTHEAST SHORE
 GV0471'OF THE CHICKAHOMINY RIVER, 75.0 FEET SOUTH OF THE SOUTHEAST
 GV0471'CORNER OF A FRAME HOUSE, 122 FEET NORTH OF A 36-INCH PINE TREE,
 GV0471'102.7 FEET SOUTH OF TRIANGULATION STATION BARRETT AND SET IN THE
 GV0471'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV0471
 GV0471                          STATION RECOVERY (1997)
 GV0471
 GV0471'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0471'MARK NOT FOUND.
 GV0471
 GV0471                          STATION RECOVERY (2002)
 GV0471
 GV0471'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0473 ***********************************************************************
 GV0473  DESIGNATION -  BARRETT RM 3
 GV0473  PID         -  GV0473
 GV0473  STATE/COUNTY-  VA/JAMES CITY
 GV0473  USGS QUAD   -  NORGE (1984)
 GV0473
 GV0473                         *CURRENT SURVEY CONTROL
 GV0473  ___________________________________________________________________
 GV0473* NAD 83(1986)-  37 15 51.     (N)    076 52 21.     (W)     SCALED    
 GV0473* NAVD 88     -         3.343  (meters)      10.97   (feet)  ADJUSTED  
 GV0473  ___________________________________________________________________
 GV0473  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV0473  DYNAMIC HT  -           3.341 (meters)      10.96  (feet)  COMP
 GV0473  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GV0473
 GV0473  VERT ORDER  -  FIRST     CLASS I
 GV0473
 GV0473.The horizontal coordinates were scaled from a topographic map and have
 GV0473.an estimated accuracy of +/- 6 seconds.
 GV0473
 GV0473.The orthometric height was determined by differential leveling
 GV0473.and adjusted by the National Geodetic Survey in June 1991..
 GV0473
 GV0473.The geoid height was determined by GEOID03.
 GV0473
 GV0473.The dynamic height is computed by dividing the NAVD 88
 GV0473.geopotential number by the normal gravity value computed on the
 GV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0473.degrees latitude (g = 980.6199 gals.).
 GV0473
 GV0473.The modeled gravity was interpolated from observed gravity values.
 GV0473
 GV0473;                    North         East    Units  Estimated Accuracy
 GV0473;SPC VA S     - 1,104,540.    3,644,350.      MT  (+/- 180 meters Scaled)
 GV0473
 GV0473                          SUPERSEDED SURVEY CONTROL
 GV0473
 GV0473  NGVD 29 (??/??/??)    3.578  (m)           11.74   (f) ADJUSTED    1 1
 GV0473
 GV0473.Superseded values are not recommended for survey control.
 GV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0473.See file dsdata.txt to determine how the superseded data were derived.
 GV0473
 GV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG339258(NAD 83)
 GV0473_MARKER: DR = REFERENCE MARK DISK
 GV0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0473_STAMPING: BARRETTS NO 3 1934
 GV0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0473+STABILITY: SURFACE MOTION
 GV0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0473+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV0473
 GV0473  HISTORY     - Date     Condition        Report By
 GV0473  HISTORY     - 1934     MONUMENTED       CGS
 GV0473  HISTORY     - 1971     GOOD             NGS
 GV0473  HISTORY     - 19971018 GOOD             USPSQD
 GV0473  HISTORY     - 20021217 GOOD             USPSQD
 GV0473
 GV0473                          STATION DESCRIPTION
 GV0473
 GV0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0473'10.2 MI W FROM WILLIAMSBURG.
 GV0473'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0473'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 8.6 MILES
 GV0473'WEST ALONG STATE HIGHWAY 5, 202.0 FEET EAST OF THE SOUTH END OF
 GV0473'THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 GV0473'CHICKAHOMINY RIVER, 80 FEET SOUTH OF THE CENTER LINE OF THE
 GV0473'HIGHWAY, 46.6 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE,
 GV0473'1/2 FOOT EAST OF A FENCE ON THE WEST SIDE OF A DRIVEWAY, 79.5
 GV0473'FEET WEST-NORTHWEST OF TRIANGULATION STATION BARRETT, ABOUT LEVEL
 GV0473'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV0473'5 INCHES.
 GV0473
 GV0473                          STATION RECOVERY (1997)
 GV0473
 GV0473'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0473'RECOVERED IN GOOD CONDITION.
 GV0473
 GV0473                          STATION RECOVERY (2002)
 GV0473
 GV0473'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0474 ***********************************************************************
 GV0474  DESIGNATION -  BARRETT RM 4
 GV0474  PID         -  GV0474
 GV0474  STATE/COUNTY-  VA/JAMES CITY
 GV0474  USGS QUAD   -  NORGE (1984)
 GV0474
 GV0474                         *CURRENT SURVEY CONTROL
 GV0474  ___________________________________________________________________
 GV0474* NAD 83(1986)-  37 15 52.     (N)    076 52 08.     (W)     SCALED    
 GV0474* NAVD 88     -         3.447  (meters)      11.31   (feet)  ADJUSTED  
 GV0474  ___________________________________________________________________
 GV0474  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 GV0474  DYNAMIC HT  -           3.444 (meters)      11.30  (feet)  COMP
 GV0474  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GV0474
 GV0474  VERT ORDER  -  FIRST     CLASS I
 GV0474
 GV0474.The horizontal coordinates were scaled from a topographic map and have
 GV0474.an estimated accuracy of +/- 6 seconds.
 GV0474
 GV0474.The orthometric height was determined by differential leveling
 GV0474.and adjusted by the National Geodetic Survey in June 1991..
 GV0474
 GV0474.The geoid height was determined by GEOID03.
 GV0474
 GV0474.The dynamic height is computed by dividing the NAVD 88
 GV0474.geopotential number by the normal gravity value computed on the
 GV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0474.degrees latitude (g = 980.6199 gals.).
 GV0474
 GV0474.The modeled gravity was interpolated from observed gravity values.
 GV0474
 GV0474;                    North         East    Units  Estimated Accuracy
 GV0474;SPC VA S     - 1,104,580.    3,644,670.      MT  (+/- 180 meters Scaled)
 GV0474
 GV0474                          SUPERSEDED SURVEY CONTROL
 GV0474
 GV0474  NGVD 29 (??/??/??)    3.682  (m)           12.08   (f) ADJUSTED    1 1
 GV0474
 GV0474.Superseded values are not recommended for survey control.
 GV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0474.See file dsdata.txt to determine how the superseded data were derived.
 GV0474
 GV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG342258(NAD 83)
 GV0474_MARKER: DR = REFERENCE MARK DISK
 GV0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0474_STAMPING: BARRETTS NO 4 1938
 GV0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0474+STABILITY: SURFACE MOTION
 GV0474
 GV0474  HISTORY     - Date     Condition        Report By
 GV0474  HISTORY     - 1938     MONUMENTED       CGS
 GV0474  HISTORY     - 1971     GOOD             NGS
 GV0474  HISTORY     - 1989     GOOD             USPSQD
 GV0474  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 GV0474  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0474
 GV0474                          STATION DESCRIPTION
 GV0474
 GV0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0474'9.9 MI W FROM WILLIAMSBURG.
 GV0474'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0474'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 8.35 MILES
 GV0474'WEST ALONG STATE HIGHWAY 5, 30 FEET SOUTHWEST OF THE CENTER LINE
 GV0474'OF THE HIGHWAY, 55.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 GV0474'CONCRETE HEADWALL, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 GV0474'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GV0474'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- IT LOOKS LIKE THE
 GV0474'MARK WAS ORIGINALLY STAMPED NO 1 1934 AND CHANGED TO WHAT IS
 GV0474'PRESENTLY SHOWN IN THE STAMPING ABOVE.
 GV0474
 GV0474                          STATION RECOVERY (1989)
 GV0474
 GV0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0474'RECOVERED IN GOOD CONDITION.
 GV0474
 GV0474                          STATION RECOVERY (1997)
 GV0474
 GV0474'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0474'MARK NOT FOUND.
 GV0474
 GV0474                          STATION RECOVERY (2002)
 GV0474
 GV0474'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2974 ***********************************************************************
 FX2974  DESIGNATION -  BARTON
 FX2974  PID         -  FX2974
 FX2974  STATE/COUNTY-  VA/C OF NORFOLK
 FX2974  USGS QUAD   -  KEMPSVILLE (1986)
 FX2974
 FX2974                         *CURRENT SURVEY CONTROL
 FX2974  ___________________________________________________________________
 FX2974* NAD 83(1993)-  36 50 23.46849(N)    076 14 09.18547(W)     ADJUSTED  
 FX2974* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX2974  ___________________________________________________________________
 FX2974  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX2974  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX2974
 FX2974  HORZ ORDER  -  THIRD
 FX2974
 FX2974.The horizontal coordinates were established by classical geodetic methods
 FX2974.and adjusted by the National Geodetic Survey in September 1995..
 FX2974
 FX2974.The orthometric height was scaled from a topographic map.
 FX2974
 FX2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2974
 FX2974.The geoid height was determined by GEOID03.
 FX2974
 FX2974;                    North         East     Units Scale Factor Converg.
 FX2974;SPC VA S     - 1,058,632.296 3,701,932.668   MT  0.99998752   +1 22 26.9
 FX2974;SPC VA S     - 3,473,196.12 12,145,424.09   sFT  0.99998752   +1 22 26.9
 FX2974;UTM  18      - 4,077,819.569   389,803.211   MT  0.99974960   -0 44 27.9
 FX2974
 FX2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2974!SPC VA S     -   1.00000572  x   0.99998752  =   0.99999324
 FX2974!UTM  18      -   1.00000572  x   0.99974960  =   0.99975532
 FX2974
 FX2974|---------------------------------------------------------------------|
 FX2974| PID    Reference Object                     Distance      Geod. Az  |
 FX2974|                                                           dddmmss.s |
 FX2974| DC8057 BARTON RM 2                          13.609 METERS 02640     |
 FX2974| FX2982 CREEK                               APPROX. 0.6 KM 0890553.8 |
 FX2974| FX2993 MEAR                                435.692 METERS 1823433.6 |
 FX2974| FX2987 INDIAN                              APPROX. 0.9 KM 2285535.2 |
 FX2974| FX3004 TIDEWATER BRIDGE CENTER DRAW        APPROX. 0.8 KM 2415639.0 |
 FX2974| DC8056 BARTON RM 1                          18.118 METERS 33551     |
 FX2974|---------------------------------------------------------------------|
 FX2974
 FX2974                          SUPERSEDED SURVEY CONTROL
 FX2974
 FX2974  NAD 83(1986)-  36 50 23.47439(N)    076 14 09.22088(W) AD(       ) 3
 FX2974  NAD 27      -  36 50 22.94000(N)    076 14 10.43900(W) AD(       ) 3
 FX2974
 FX2974.Superseded values are not recommended for survey control.
 FX2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2974.See file dsdata.txt to determine how the superseded data were derived.
 FX2974
 FX2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8980377820(NAD 83)
 FX2974_MARKER: H = DRILL HOLE
 FX2974_SETTING: 0 = UNSPECIFIED SETTING
 FX2974
 FX2974  HISTORY     - Date     Condition        Report By
 FX2974  HISTORY     - 1913     MONUMENTED       CGS
 FX2974  HISTORY     - 1932     GOOD             CGS
 FX2974  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX2974  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX2974
 FX2974                          STATION DESCRIPTION
 FX2974
 FX2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 FX2974'STATION IS ON THE N SIDE OF THE EASTERN BRANCH OF ELIZABETH
 FX2974'RIVER ABOUT 850 METERS ABOVE THE TIDEWATER RAILROAD BRIDGE
 FX2974'DIRECTLY IN FRONT AND ON LINE WITH THE E PLANE OF JAMES DOZIERS
 FX2974'HOUSE AT THE HEAD OF COMMONWEALTH AVENUE, UPON THE VERY
 FX2974'PROMINENT HIGH AND SHARPLY ROUNDING POINT, 7 METERS BACK FROM
 FX2974'POINT OF TOP OF BANK.
 FX2974'
 FX2974'IT IS MARKED BY A STONE POST 5 BY 7 INCHES AND PROBABLY 2-1/2
 FX2974'FEET LONG, STANDING 8 INCHES ABOVE SURFACE OF GROUND.  CENTER
 FX2974'MARKED BY A 1/2-INCH SHALLOW HOLE DRILLED IN STONE.  SET BY
 FX2974'THE U.S. ENGINEERS AND CALLED TRIANGULATION STATION BARTON.
 FX2974'THIS STONE IS 20.81 METERS ABOVE MR. DOZIERS W FENCE.
 FX2974'
 FX2974'REFERENCE MARK NO. 1 IS THE SW CORNER OF BRICK FOUNDATION
 FX2974'OF MR. DOZIERS HOME, DISTANT 18.118 METERS ON LINE 246 DEG
 FX2974'45 MIN 05 SEC TO RIGHT OF LINE TO TRIANGULATION STATION CREEK.
 FX2974'REFERENCE MARK NO. 2 IS THE SE CORNER OF BRICK FOUNDATION OF
 FX2974'MR. DOZIERS HOUSE, DISTANT 13.609 METERS ON LINE 297 DEG 34 MIN
 FX2974'10 SEC TO RIGHT OF TRIANGULATION STATION CREEK.
 FX2974
 FX2974                          STATION RECOVERY (1932)
 FX2974
 FX2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2974'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX2974
 FX2974                          STATION RECOVERY (1943)
 FX2974
 FX2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX2974'THIS STATION WAS SEARCHED AND DUG FOR FOR ONE HOUR.  ALL
 FX2974'MEASUREMENTS WERE TAKEN AND CROSSED PERFECTLY.  A HOLE WAS DUG
 FX2974'AT THE INTERSECTING ARCS APPROXIMATELY 2- BY 2- BY 3-FEET.
 FX2974'THE STATION WAS NOT FOUND.
 FX2974
 FX2974                          STATION RECOVERY (1960)
 FX2974
 FX2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2974'MEASUREMENTS WERE TAKEN FROM BOTH CORNERS OF THE HOUSE, THESE
 FX2974'MEASUREMENTS INTERSECTED WITH THE EAST SIDE OF THE HOUSE, THE
 FX2974'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS NOT RECOVERED
 FX2974'IN 1943 WHEN SEARCHED FOR.  THE HOUSE PREVIOUSLY DESCRIBED
 FX2974'AS THE JAMES DOSIER HOUSE IS NOW OWNED BY CAPT. R.W. GATEWOOD,
 FX2974'RETIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5100 ***********************************************************************
 GV5100  DESIGNATION -  BASE
 GV5100  PID         -  GV5100
 GV5100  STATE/COUNTY-  VA/KING AND QUEEN
 GV5100  USGS QUAD   -  KING WILLIAM (1984)
 GV5100
 GV5100                         *CURRENT SURVEY CONTROL
 GV5100  ___________________________________________________________________
 GV5100* NAD 83(1993)-  37 44 06.23648(N)    077 02 47.38766(W)     ADJUSTED  
 GV5100* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5100  ___________________________________________________________________
 GV5100  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 GV5100  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GV5100
 GV5100  HORZ ORDER  -  THIRD
 GV5100
 GV5100.The horizontal coordinates were established by classical geodetic methods
 GV5100.and adjusted by the National Geodetic Survey in November 1994..
 GV5100
 GV5100.The orthometric height was scaled from a topographic map.
 GV5100
 GV5100.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5100
 GV5100.The geoid height was determined by GEOID03.
 GV5100
 GV5100;                    North         East     Units Scale Factor Converg.
 GV5100;SPC VA S     - 1,156,546.123 3,628,113.270   MT  0.99996593   +0 52 55.8
 GV5100;SPC VA S     - 3,794,435.07 11,903,234.95   sFT  0.99996593   +0 52 55.8
 GV5100;UTM  18      - 4,178,392.155   319,668.880   MT  1.00000055   -1 15 10.1
 GV5100
 GV5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5100!SPC VA S     -   1.00000391  x   0.99996593  =   0.99996984
 GV5100!UTM  18      -   1.00000391  x   1.00000055  =   1.00000446
 GV5100
 GV5100|---------------------------------------------------------------------|
 GV5100| PID    Reference Object                     Distance      Geod. Az  |
 GV5100|                                                           dddmmss.s |
 GV5100| GV5125 WHITE                               295.019 METERS 12752     |
 GV5100| DC5114 BASE RM 1                            14.842 METERS 16621     |
 GV5100| GV5120 PAT                                 APPROX. 0.6 KM 1725319.4 |
 GV5100| DC5115 BASE RM 2                             8.222 METERS 20108     |
 GV5100| GV5123 SYC                                 463.444 METERS 2620310.0 |
 GV5100| DC5116 BASE RM 3                             7.382 METERS 26954     |
 GV5100|---------------------------------------------------------------------|
 GV5100
 GV5100                          SUPERSEDED SURVEY CONTROL
 GV5100
 GV5100  NAD 83(1986)-  37 44 06.23920(N)    077 02 47.40626(W) AD(       ) 3
 GV5100  NAD 27      -  37 44 05.74300(N)    077 02 48.53800(W) AD(       ) 3
 GV5100
 GV5100.Superseded values are not recommended for survey control.
 GV5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5100.See file dsdata.txt to determine how the superseded data were derived.
 GV5100
 GV5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1966978392(NAD 83)
 GV5100_MARKER: DS = TRIANGULATION STATION DISK
 GV5100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5100
 GV5100  HISTORY     - Date     Condition        Report By
 GV5100  HISTORY     - 1912     MONUMENTED       CGS
 GV5100  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5100  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5100  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5100
 GV5100                          STATION DESCRIPTION
 GV5100
 GV5100'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5100'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5100'297 METERS UP THE BANK FROM STATION WHITE, AT EDGE OF FIELD
 GV5100'AND TOP OF BANK FROM WHERE THE DOWNWARD RATHER GENTLE SLOPE
 GV5100'BEGINS, 30 METERS TOWARDS THE RIVER THE BANK BECOMES PRECIPITOUS.
 GV5100'
 GV5100'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5100'SET IN CEMENT, TOP STANDING 1 INCH ABOVE SURFACE, AND
 GV5100'CARRIES A BRASS PLATE WITH EXPLANATORY LEGEND, REINFORCED
 GV5100'THEREIN.  STATION WHITE WILL SERVE AS A REFERENCE MARK.
 GV5100'
 GV5100'REFERENCE MARK NO. 1 IS NAIL IN 18-INCH RED OAK, 15 FEET
 GV5100'FROM FIELD LINE, DISTANT 14.842 METERS, 38 DEG 29 MIN 21.0
 GV5100'SEC TO RIGHT OF LINE TO STATION WHITE.
 GV5100'
 GV5100'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON A 10-INCH
 GV5100'BLACK GUM, ABOUT 17 FEET FROM FIELD LINE, DISTANT 8.222
 GV5100'METERS, 73 DEG 16 MIN 01.0 SEC TO RIGHT OF LINE TO STATION
 GV5100'WHITE.
 GV5100'
 GV5100'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON A 9-INCH
 GV5100'BLACK GUM TREE, STANDING 12 FEET FROM FIELD LINE, DISTANT
 GV5100'7.380 METERS, 142 DEG 01 MIN 57.0 SEC TO RIGHT OF LINE TO
 GV5100'STATION WHITE.
 GV5100
 GV5100                          STATION RECOVERY (1995)
 GV5100
 GV5100'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5100'MARK NOT FOUND.
 GV5100
 GV5100                          STATION RECOVERY (2000)
 GV5100
 GV5100'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5100'MARK NOT FOUND.
 GV5100
 GV5100                          STATION RECOVERY (2004)
 GV5100
 GV5100'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3330 ***********************************************************************
 FX3330  DESIGNATION -  BASE
 FX3330  PID         -  FX3330
 FX3330  STATE/COUNTY-  VA/C OF NORFOLK
 FX3330  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3330
 FX3330                         *CURRENT SURVEY CONTROL
 FX3330  ___________________________________________________________________
 FX3330* NAD 83(1993)-  36 51 11.24129(N)    076 17 53.37138(W)     ADJUSTED  
 FX3330* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3330  ___________________________________________________________________
 FX3330  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FX3330  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX3330
 FX3330  HORZ ORDER  -  SECOND
 FX3330
 FX3330.The horizontal coordinates were established by classical geodetic methods
 FX3330.and adjusted by the National Geodetic Survey in September 1995..
 FX3330
 FX3330.The orthometric height was scaled from a topographic map.
 FX3330
 FX3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3330
 FX3330.The geoid height was determined by GEOID03.
 FX3330
 FX3330;                    North         East     Units Scale Factor Converg.
 FX3330;SPC VA S     - 1,059,973.161 3,696,345.242   MT  0.99998543   +1 20 10.9
 FX3330;SPC VA S     - 3,477,595.28 12,127,092.68   sFT  0.99998543   +1 20 10.9
 FX3330;UTM  18      - 4,079,365.384   384,270.349   MT  0.99976500   -0 46 43.2
 FX3330
 FX3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3330!SPC VA S     -   1.00000554  x   0.99998543  =   0.99999097
 FX3330!UTM  18      -   1.00000554  x   0.99976500  =   0.99977054
 FX3330
 FX3330|---------------------------------------------------------------------|
 FX3330| PID    Reference Object                     Distance      Geod. Az  |
 FX3330|                                                           dddmmss.s |
 FX3330| DC8058 BASE RM 1                            12.780 METERS 02037     |
 FX3330| DC8059 BASE RM 2                             5.704 METERS 10225     |
 FX3330| FX0140 BOLE                                 77.211 METERS 11926     |
 FX3330|---------------------------------------------------------------------|
 FX3330
 FX3330                          SUPERSEDED SURVEY CONTROL
 FX3330
 FX3330  NAD 83(1986)-  36 51 11.24697(N)    076 17 53.40684(W) AD(       ) 2
 FX3330  NAD 27      -  36 51 10.71000(N)    076 17 54.61500(W) AD(       ) 2
 FX3330
 FX3330.Superseded values are not recommended for survey control.
 FX3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3330.See file dsdata.txt to determine how the superseded data were derived.
 FX3330
 FX3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8427079365(NAD 83)
 FX3330_MARKER: DS = TRIANGULATION STATION DISK
 FX3330_SETTING: 0 = UNSPECIFIED SETTING
 FX3330
 FX3330  HISTORY     - Date     Condition        Report By
 FX3330  HISTORY     - 1961     MONUMENTED       CGS
 FX3330
 FX3330                          STATION DESCRIPTION
 FX3330
 FX3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX3330'STATION IS LOCATED ON THE COAST AND GEODETIC SURVEY SHIP
 FX3330'BASE IN THE CITY OF NORFOLK LOCATED ON WEST YORK STREET
 FX3330'AT THE ENTRANCE OF THE HAGUE.  IT IS ON THE SOUTHWEST CORNER
 FX3330'OF THE ROOF OF THE COAST AND GEODETIC SURVEY BUILDING AND
 FX3330'4 FEET NORTH AND 5 FEET EAST OF THE OUTER EDGE OF THE SOUTH
 FX3330'AND WEST FACE OF THE PARAPET WALL.  THE MARK IS A PAD OF
 FX3330'CONCRETE THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FX3330'BASE 1961.
 FX3330'
 FX3330'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BASE 1961
 FX3330'R.M. NO 1 SET IN THE TOP OF NORTH PARAPET WALL.  IT IS 22 FEET
 FX3330'EAST AND 1 FOOT SOUTH OF THE OUTSIDE FACE OF THE WEST AND
 FX3330'NORTH PARAPET WALL, RESPECTIVELY.
 FX3330'
 FX3330'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BASE 1961
 FX3330'R.M. NO 2 ON TOP OF THE SOUTH PARAPET WALL.  IT IS 23 FEET
 FX3330'EAST OF THE SOUTHWEST CORNER OF THE WALL.
 FX3330'
 FX3330'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0098 ***********************************************************************
 FY0098  DESIGNATION -  BASKER
 FY0098  PID         -  FY0098
 FY0098  STATE/COUNTY-  VA/MECKLENBURG
 FY0098  USGS QUAD   -  BASKERVILLE (1981)
 FY0098
 FY0098                         *CURRENT SURVEY CONTROL
 FY0098  ___________________________________________________________________
 FY0098* NAD 83(1993)-  36 41 01.54917(N)    078 16 59.97790(W)     ADJUSTED  
 FY0098* NAVD 88     -       112.240  (meters)     368.24   (feet)  ADJUSTED  
 FY0098  ___________________________________________________________________
 FY0098  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 FY0098  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FY0098  DYNAMIC HT  -         112.152 (meters)     367.95  (feet)  COMP
 FY0098  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 FY0098
 FY0098  HORZ ORDER  -  SECOND
 FY0098  VERT ORDER  -  SECOND    CLASS 0
 FY0098
 FY0098.The horizontal coordinates were established by classical geodetic methods
 FY0098.and adjusted by the National Geodetic Survey in September 1995..
 FY0098
 FY0098.The orthometric height was determined by differential leveling
 FY0098.and adjusted by the National Geodetic Survey in June 1991..
 FY0098
 FY0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0098
 FY0098.The geoid height was determined by GEOID03.
 FY0098
 FY0098.The dynamic height is computed by dividing the NAVD 88
 FY0098.geopotential number by the normal gravity value computed on the
 FY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0098.degrees latitude (g = 980.6199 gals.).
 FY0098
 FY0098.The modeled gravity was interpolated from observed gravity values.
 FY0098
 FY0098;                    North         East     Units Scale Factor Converg.
 FY0098;SPC VA S     - 1,038,911.208 3,519,366.280   MT  1.00001608   +0 07 53.4
 FY0098;SPC VA S     - 3,408,494.52 11,546,454.20   sFT  1.00001608   +0 07 53.4
 FY0098;UTM  17      - 4,063,231.574   742,742.468   MT  1.00032600   +1 37 25.4
 FY0098
 FY0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0098!SPC VA S     -   0.99998746  x   1.00001608  =   1.00000354
 FY0098!UTM  17      -   0.99998746  x   1.00032600  =   1.00031346
 FY0098
 FY0098|---------------------------------------------------------------------|
 FY0098| PID    Reference Object                     Distance      Geod. Az  |
 FY0098|                                                           dddmmss.s |
 FY0098| FY0099 BASKER RM 1                          10.030 METERS 02936     |
 FY0098| FY2521 BOYDTON MUNICIPAL TANK              APPROX. 9.6 KM 2593349.7 |
 FY0098|---------------------------------------------------------------------|
 FY0098
 FY0098                          SUPERSEDED SURVEY CONTROL
 FY0098
 FY0098  NAD 83(1986)-  36 41 01.54612(N)    078 16 59.98728(W) AD(       ) 2
 FY0098  NAD 27      -  36 41 01.05010(N)    078 17 00.99743(W) AD(       ) 2
 FY0098  NGVD 29 (??/??/92)  112.526  (m)          369.18   (f) ADJ UNCH    2 0
 FY0098
 FY0098.Superseded values are not recommended for survey control.
 FY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0098.See file dsdata.txt to determine how the superseded data were derived.
 FY0098
 FY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4274263232(NAD 83)
 FY0098_MARKER: DE = TRAVERSE STATION DISK
 FY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0098_STAMPING: BASKER 1966
 FY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0098+STABILITY: SURFACE MOTION
 FY0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0098+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 FY0098
 FY0098  HISTORY     - Date     Condition        Report By
 FY0098  HISTORY     - 1966     MONUMENTED       CGS
 FY0098  HISTORY     - 1966     GOOD             CGS
 FY0098  HISTORY     - 1990     GOOD             VADHT
 FY0098  HISTORY     - 20010612 GOOD             VADOT
 FY0098  HISTORY     - 20051117 GOOD             USPSQD
 FY0098
 FY0098                          STATION DESCRIPTION
 FY0098
 FY0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY0098'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF BOYDTON, 4.0
 FY0098'MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 58, 0.75
 FY0098'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 58 AND STATE
 FY0098'HIGHWAY 4 AND 0.5 MILE SOUTHWEST OF THE SMALL SETTLEMENT
 FY0098'OF BASKERVILLE.  THE PROPERTY IS OWNED BY MR. W.R. BLALOCK.
 FY0098'
 FY0098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1
 FY0098'AND 58, WHICH IS ABOUT 6 MILES SOUTH OF SOUTH HILL, GO WEST
 FY0098'ON U.S. HIGHWAY 58 FOR 4.2 MILES TO THE JUNCTION OF STATE
 FY0098'HIGHWAY 4 ON THE LEFT AND COUNTY ROAD 674 ON THE RIGHT,
 FY0098'TURN RIGHT ON COUNTY ROAD 674 AND GO 0.85 MILE TO A LARGE
 FY0098'WHITE HOUSE AND STATION ON THE RIGHT.
 FY0098'
 FY0098'THE STATION MARK IS 99.0 FEET SOUTHWEST OF THE SOUTHWEST
 FY0098'CORNER OF HOUSE, 18.0 FEET SOUTHEAST OF THE APPROXIMATE
 FY0098'CENTER OF COUNTY ROAD 674 AND 10.0 FEET SOUTH OF A DRIVEWAY.
 FY0098'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 FY0098'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED
 FY0098'BASKER 1966.
 FY0098'
 FY0098'REFERENCE MARK NO. 1 IS 91.0 FEET WEST OF THE SOUTHWEST
 FY0098'CORNER OF HOUSE, 23.0 FEET NORTH OF A DRIVEWAY AND 18.0
 FY0098'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 674.
 FY0098'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0098'POST SET FLUSH WITH THE GROUND AND STAMPED BASKER NO 1 1966.
 FY0098'
 FY0098'TRAVERSE STATION RIDGE WILL SERVE AS THE AZIMUTH MARK.  SEE
 FY0098'DESCRIPTION THEREOF.
 FY0098'
 FY0098'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FY0098
 FY0098                          STATION RECOVERY (1966)
 FY0098
 FY0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FY0098'6.8 MI E FROM BOYDTON.
 FY0098'6.0 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0098'BOYDTON TO STATE HIGHWAY 4 LEADING SOUTH AND COUNTY ROAD 674
 FY0098'LEADING NORTH, THENCE, NORTH ALONG COUNTY ROAD 674 0.8 MILE, 99
 FY0098'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WHITE HOUSE,
 FY0098'18 FEET SOUTHEAST OF THE CENTER OF THE COUNTY ROAD, 10 FEET
 FY0098'SOUTH OF A DRIVEWAY, 32.91 FEET SOUTH OF RM 1, SET IN THE TOP OF
 FY0098'A CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 FY0098'HIGHWAY.
 FY0098
 FY0098                          STATION RECOVERY (1990)
 FY0098
 FY0098'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 FY0098'RECOVERED IN GOOD CONDITION.
 FY0098
 FY0098                          STATION RECOVERY (2001)
 FY0098
 FY0098'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (JCA)
 FY0098'RECOVERED IN GOOD CONDITION.
 FY0098
 FY0098                          STATION RECOVERY (2005)
 FY0098
 FY0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0098'STATION AND RM1 FOUND IN GOOD CONDITION, AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0099 ***********************************************************************
 FY0099  DESIGNATION -  BASKER RM 1
 FY0099  PID         -  FY0099
 FY0099  STATE/COUNTY-  VA/MECKLENBURG
 FY0099  USGS QUAD   -  BASKERVILLE (1981)
 FY0099
 FY0099                         *CURRENT SURVEY CONTROL
 FY0099  ___________________________________________________________________
 FY0099* NAD 83(1986)-  36 41 02.     (N)    078 16 59.     (W)     SCALED    
 FY0099* NAVD 88     -       112.197  (meters)     368.10   (feet)  ADJUSTED  
 FY0099  ___________________________________________________________________
 FY0099  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FY0099  DYNAMIC HT  -         112.109 (meters)     367.81  (feet)  COMP
 FY0099  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 FY0099
 FY0099  VERT ORDER  -  SECOND    CLASS 0
 FY0099
 FY0099.The horizontal coordinates were scaled from a topographic map and have
 FY0099.an estimated accuracy of +/- 6 seconds.
 FY0099
 FY0099.The orthometric height was determined by differential leveling
 FY0099.and adjusted by the National Geodetic Survey in June 1991..
 FY0099
 FY0099.The geoid height was determined by GEOID03.
 FY0099
 FY0099.The dynamic height is computed by dividing the NAVD 88
 FY0099.geopotential number by the normal gravity value computed on the
 FY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0099.degrees latitude (g = 980.6199 gals.).
 FY0099
 FY0099.The modeled gravity was interpolated from observed gravity values.
 FY0099
 FY0099;                    North         East    Units  Estimated Accuracy
 FY0099;SPC VA S     - 1,038,930.    3,519,390.      MT  (+/- 180 meters Scaled)
 FY0099
 FY0099                          SUPERSEDED SURVEY CONTROL
 FY0099
 FY0099  NGVD 29 (??/??/92)  112.483  (m)          369.04   (f) ADJ UNCH    2 0
 FY0099
 FY0099.Superseded values are not recommended for survey control.
 FY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0099.See file dsdata.txt to determine how the superseded data were derived.
 FY0099
 FY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA427632(NAD 83)
 FY0099_MARKER: DR = REFERENCE MARK DISK
 FY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0099_STAMPING: BASKER NO 1 1966
 FY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0099+STABILITY: SURFACE MOTION
 FY0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0099+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 FY0099
 FY0099  HISTORY     - Date     Condition        Report By
 FY0099  HISTORY     - 1966     MONUMENTED       CGS
 FY0099  HISTORY     - 20010612 GOOD             VADOT
 FY0099  HISTORY     - 20051117 GOOD             USPSQD
 FY0099
 FY0099                          STATION DESCRIPTION
 FY0099
 FY0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0099'6.8 MI E FROM BOYDTON.
 FY0099'AT THE BASKER STATION SITE-- 32.91 FEET NORTH AND ACROSS A
 FY0099'DRIVEWAY FROM THE STATION, 91 FEET WEST OF THE SOUTHWEST CORNER
 FY0099'OF HOUSE, 23 FEET NORTH OF A DRIVEWAY, 18 FEET SOUTHEAST OF THE
 FY0099'APPROXIMATE CENTER OF THE COUNTY ROAD, SET IN THE TOP OF A CONCRETE
 FY0099'POST, FLUSH, AND IS ABOUT LEVEL WITH THE ROAD.
 FY0099
 FY0099                          STATION RECOVERY (2001)
 FY0099
 FY0099'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (JCA)
 FY0099'RECOVERED IN GOOD CONDITION.
 FY0099
 FY0099                          STATION RECOVERY (2005)
 FY0099
 FY0099'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3418 ***********************************************************************
 HW3418  DESIGNATION -  BASORE
 HW3418  PID         -  HW3418
 HW3418  STATE/COUNTY-  VA/SHENANDOAH
 HW3418  USGS QUAD   -  ORKNEY SPRINGS (1994)
 HW3418
 HW3418                         *CURRENT SURVEY CONTROL
 HW3418  ___________________________________________________________________
 HW3418* NAD 83(1993)-  38 51 29.74077(N)    078 48 19.17421(W)     ADJUSTED  
 HW3418* NAVD 88     -       931.1    (meters)    3055.     (feet)  VERTCON   
 HW3418  ___________________________________________________________________
 HW3418  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 HW3418  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW3418
 HW3418  HORZ ORDER  -  THIRD
 HW3418
 HW3418.The horizontal coordinates were established by classical geodetic methods
 HW3418.and adjusted by the National Geodetic Survey in November 1994..
 HW3418
 HW3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3418
 HW3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3418
 HW3418.The geoid height was determined by GEOID03.
 HW3418
 HW3418;                    North         East     Units Scale Factor Converg.
 HW3418;SPC VA N     - 2,132,310.874 3,473,499.187   MT  0.99995719   -0 11 26.0
 HW3418;SPC VA N     - 6,995,756.59 11,395,971.92   sFT  0.99995719   -0 11 26.0
 HW3418;SPC WV N     -    40,006.585   660,298.169   MT  1.00002982   +0 26 35.0
 HW3418;UTM  17      - 4,303,336.699   690,429.240   MT  1.00004656   +1 22 38.4
 HW3418
 HW3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3418!SPC VA N     -   0.99985901  x   0.99995719  =   0.99981621
 HW3418!SPC WV N     -   0.99985901  x   1.00002982  =   0.99988883
 HW3418!UTM  17      -   0.99985901  x   1.00004656  =   0.99990557
 HW3418
 HW3418|---------------------------------------------------------------------|
 HW3418| PID    Reference Object                     Distance      Geod. Az  |
 HW3418|                                                           dddmmss.s |
 HW3418| DC3755 BASORE RM 1                          16.276 METERS 14548     |
 HW3418| DC3756 BASORE RM 2                          20.253 METERS 22511     |
 HW3418| DC3754 BASORE AZ MK                                       2871346.7 |
 HW3418|---------------------------------------------------------------------|
 HW3418
 HW3418                          SUPERSEDED SURVEY CONTROL
 HW3418
 HW3418  NAD 83(1986)-  38 51 29.74173(N)    078 48 19.17830(W) AD(       ) 3
 HW3418  NAD 27      -  38 51 29.33600(N)    078 48 20.10210(W) AD(       ) 3
 HW3418  NGVD 29 (07/19/86)  931.2    (m)         3055.     (f) VERT ANG       
 HW3418
 HW3418.Superseded values are not recommended for survey control.
 HW3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3418.See file dsdata.txt to determine how the superseded data were derived.
 HW3418
 HW3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9042903337(NAD 83)
 HW3418_MARKER: DS = TRIANGULATION STATION DISK
 HW3418_SETTING: 66 = SET IN ROCK OUTCROP
 HW3418
 HW3418  HISTORY     - Date     Condition        Report By
 HW3418  HISTORY     - 1956     MONUMENTED       CGS
 HW3418  HISTORY     - 1965     MARK NOT FOUND   USGS
 HW3418
 HW3418                          STATION DESCRIPTION
 HW3418
 HW3418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3418'STATION IS LOCATED ON THE CREST OF THE MOUNTAIN RANGE ON
 HW3418'THE VIRGINIA-WEST VIRGINIA STATE LINE, AIRLINE, ABOUT 11-1/2
 HW3418'MILES NORTHWEST OF MOUNT JACKSON, VIRGINIA, 3-1/2 MILES EAST
 HW3418'SOUTHEAST OF MATHIAS, WEST VIRGINIA AND 1-1/2 MILES EAST
 HW3418'OF BASORE, WEST VIRGINIA.
 HW3418'
 HW3418'STATION IS REACHED AS FOLLOWS.  FROM THE U.S. POST OFFICE IN
 HW3418'MATHIAS, GO SOUTH FOR 0.15 MILE TO A ROAD ON THE LEFT JUST SOUTH
 HW3418'OF A BRIDGE.  TURN LEFT, EAST, AND GO 2.1 MILES TO A ROAD
 HW3418'ON THE LEFT OVER A BRIDGE TO THE VILLAGE OF BASORE.  THE
 HW3418'AZIMUTH MARK IS IN THE SIDE WALK OF THE METHODIST CHURCH
 HW3418'IN THE VILLAGE OF BASORE.  FROM THE ROAD ON THE LEFT, CONTINUE
 HW3418'EAST FOR 0.3 MILE TO A ROAD ON THE LEFT.  TURN LEFT, OVER
 HW3418'A BRIDGE, AND GO EASTERLY UP THE SIDE OF THE MOUNTAIN FOR
 HW3418'2.2 MILES TO THE CREST OF THE RIDGE AND A FORK.  TAKE THE
 HW3418'RIGHT FORK AND GO 0.05 MILE TO THE PIPE LINE RIGHT-OF-WAY.
 HW3418'TURN LEFT AND GO 0.05 MILE TO THE HIGHEST POINT AND THE
 HW3418'STATION ON THE RIGHT BETWEEN TWO PIPE LINE RIGHT-OF-WAYS.
 HW3418'
 HW3418'STATION MARK, STAMPED BASORE 1956, IS A STANDARD DISK CEMENTED
 HW3418'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 HW3418'IT IS 8.0 FEET WEST OF THE WEST EDGE OF A LARGE PILE OF BOULDERS
 HW3418'WHICH IS THE HIGHEST POINT OF THE HILL.
 HW3418'
 HW3418'REFERENCE MARK NUMBER 1, STAMPED BASORE NO 1 1956, IS A
 HW3418'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW3418'FLUSH WITH THE GROUND AND 2 FEET LOWER THAN THE STATION.
 HW3418'
 HW3418'REFERENCE MARK NUMBER 2, STAMPED BASORE NO 2 1956, IS A STANDARD
 HW3418'DISK CEMENTED IN A DRILL HOLE IN THE HIGHEST POINT OF A LARGE
 HW3418'BOULDER THAT PROJECTS 7 FEET AND IS 6 FEET HIGHER THAN THE
 HW3418'STATION.
 HW3418'
 HW3418'AZIMUTH MARK, STAMPED BASORE 1956, IS A STANDARD DISK CEMENTED
 HW3418'IN A DRILL HOLE IN A CONCRETE SIDE WALK THAT LEADS TO THE
 HW3418'METHODIST CHURCH.  IT IS 0.5 FEET SOUTH OF THE NORTH EDGE OF
 HW3418'THE WALK, 0.5 FEET WEST OF THE EAST END OF THE WALK, 18.0
 HW3418'FEET EAST OF THE FRONT DOOR TO THE CHURCH, 15.0 FEET WEST
 HW3418'OF THE CENTERLINE OF THE ROAD AND FLUSH WITH THE GROUND.
 HW3418'
 HW3418'HEIGHT OF LIGHT ABOVE STATION MARK 5.92 METERS.
 HW3418
 HW3418                          STATION RECOVERY (1965)
 HW3418
 HW3418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HW3418'STATION AND R.M. 2 DESTROYED BY CONSTRUCTION OF A GAS LINE.
 HW3418'R.M. 1 RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1284 ***********************************************************************
 FZ1284  DESIGNATION -  BASS
 FZ1284  PID         -  FZ1284
 FZ1284  STATE/COUNTY-  VA/RUSSELL
 FZ1284  USGS QUAD   -  ELK GARDEN (1991)
 FZ1284
 FZ1284                         *CURRENT SURVEY CONTROL
 FZ1284  ___________________________________________________________________
 FZ1284* NAD 83(1993)-  36 56 07.71920(N)    081 59 13.62900(W)     ADJUSTED  
 FZ1284* NAVD 88     -       746.997  (meters)    2450.77   (feet)  ADJUSTED  
 FZ1284  ___________________________________________________________________
 FZ1284  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 FZ1284  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FZ1284  DYNAMIC HT  -         746.324 (meters)    2448.56  (feet)  COMP
 FZ1284  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FZ1284
 FZ1284  HORZ ORDER  -  SECOND
 FZ1284  VERT ORDER  -  SECOND    CLASS 0
 FZ1284
 FZ1284.The horizontal coordinates were established by classical geodetic methods
 FZ1284.and adjusted by the National Geodetic Survey in September 1995..
 FZ1284
 FZ1284.The orthometric height was determined by differential leveling
 FZ1284.and adjusted by the National Geodetic Survey in June 1991..
 FZ1284
 FZ1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1284
 FZ1284.The geoid height was determined by GEOID03.
 FZ1284
 FZ1284.The dynamic height is computed by dividing the NAVD 88
 FZ1284.geopotential number by the normal gravity value computed on the
 FZ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1284.degrees latitude (g = 980.6199 gals.).
 FZ1284
 FZ1284.The modeled gravity was interpolated from observed gravity values.
 FZ1284
 FZ1284;                    North         East     Units Scale Factor Converg.
 FZ1284;SPC VA S     - 1,072,559.298 3,189,422.443   MT  0.99997365   -2 06 59.1
 FZ1284;SPC VA S     - 3,518,888.30 10,463,963.47   sFT  0.99997365   -2 06 59.1
 FZ1284;UTM  17      - 4,088,169.786   412,094.641   MT  0.99969519   -0 35 35.6
 FZ1284
 FZ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1284!SPC VA S     -   0.99988760  x   0.99997365  =   0.99986125
 FZ1284!UTM  17      -   0.99988760  x   0.99969519  =   0.99958282
 FZ1284
 FZ1284|---------------------------------------------------------------------|
 FZ1284| PID    Reference Object                     Distance      Geod. Az  |
 FZ1284|                                                           dddmmss.s |
 FZ1284| FZ1283 BASS RM 1                             9.082 METERS 03714     |
 FZ1284| FZ1332 BASS AZ MK 2                                       0720912.0 |
 FZ1284| DC3757 BASS AZ MK                                         0800918.4 |
 FZ1284| FZ2178 HAYTER KNOB LOOKOUT TOWER           APPROX. 7.2 KM 1735104.4 |
 FZ1284| GA3333 ALEX                                APPROX. 4.7 KM 2271146.8 |
 FZ1284| FZ1285 BASS RM 2                             6.722 METERS 23343     |
 FZ1284|---------------------------------------------------------------------|
 FZ1284
 FZ1284                          SUPERSEDED SURVEY CONTROL
 FZ1284
 FZ1284  NAD 83(1986)-  36 56 07.73458(N)    081 59 13.63146(W) AD(       ) 2
 FZ1284  NAD 27      -  36 56 07.33703(N)    081 59 14.17898(W) AD(       ) 2
 FZ1284  NGVD 29 (??/??/92)  747.119  (m)         2451.17   (f) ADJ UNCH    2 0
 FZ1284
 FZ1284.Superseded values are not recommended for survey control.
 FZ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1284.See file dsdata.txt to determine how the superseded data were derived.
 FZ1284
 FZ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1209588170(NAD 83)
 FZ1284_MARKER: DE = TRAVERSE STATION DISK
 FZ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1284_STAMPING: BASS 1963
 FZ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1284+STABILITY: SURFACE MOTION
 FZ1284
 FZ1284  HISTORY     - Date     Condition        Report By
 FZ1284  HISTORY     - 1963     MONUMENTED       CGS
 FZ1284  HISTORY     - 1963     GOOD             CGS
 FZ1284  HISTORY     - 1977     GOOD             NGS
 FZ1284
 FZ1284                          STATION DESCRIPTION
 FZ1284
 FZ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1284'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF LEBANON AND
 FZ1284'2 MILES NORTH OF ELK GARDEN.  THE PROPERTY IS OWNED BY MR.
 FZ1284'NORMAN BASS.
 FZ1284'
 FZ1284'TO REACH THE STATION FROM THE POST OFFICE AT ROSEDALE, GO WESTERLY
 FZ1284'ON U.S. HIGHWAY 19 FOR 3.4 MILES TO MR. BASS DRIVE-WAY ON THE
 FZ1284'RIGHT, TURN RIGHT AND FOLLOW DRIVE-WAY FOR 0.1 MILE TO MR. BASSS
 FZ1284'HOUSE AND THE STATION.
 FZ1284'
 FZ1284'THE STATION MARK IS AT THE EDGE OF WOODS, 200 FEET NORTHWEST
 FZ1284'OF MR. BASSS HOUSE AND 3.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 FZ1284'IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST,
 FZ1284'WHICH PROJECTS 3-INCHES AND STAMPED BASS 1963.
 FZ1284'
 FZ1284'REFERENCE MARK NO. 1 IS AT THE EDGE OF WOODS AND 30.3 FEET
 FZ1284'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 FZ1284'IN A SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES AND STAMPED BASS
 FZ1284'NO 1 1963.
 FZ1284'
 FZ1284'REFERENCE MARK NO. 2 IS AT THE EDGE OF WOODS AND 21.2 FEET
 FZ1284'WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A
 FZ1284'SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES AND STAMPED BASS
 FZ1284'NO 2 1963.
 FZ1284'
 FZ1284'AZIMUTH MARK IS 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 FZ1284'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 FZ1284'CORNER OF A CONCRETE CULVERT WHICH PROJECTS 30-INCHES AND STAMPED
 FZ1284'BASS 1963.
 FZ1284'
 FZ1284'TO REACH THE AZIMUTH MARK FROM MR. BASS DRIVE-WAY, GO NORTHEAST
 FZ1284'ALONG U.S. HIGHWAY 19 FOR 0.2 MILE TO A SIDE ROAD LEFT AND MR.
 FZ1284'A.B. CAMBELL MAIL BOX, TURN SHARP LEFT AND FOLLOW OLD HIGHWAY
 FZ1284'FOR 0.1 MILE TO A CONCRETE CULVERT AND THE MARK.
 FZ1284'
 FZ1284'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ1284
 FZ1284                          STATION RECOVERY (1963)
 FZ1284
 FZ1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FZ1284'3.4 MI SW FROM ROSEDALE.
 FZ1284'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE AT
 FZ1284'ROSEDALE TO THE MARK SET IN THE TOP OF A CONCRETE POST BEHIND AND
 FZ1284'ON SIDE OF HILL AT MR. BASSS LARGE BRICK HOUSE, 200.0 FEET
 FZ1284'NORTHWEST OF BRICK HOUSE, 3.7 FEET SOUTHEAST OF A METAL WITNESS
 FZ1284'SIGN, AND SET IN TOP OF CONCRETE POST PROJECTING 3 INCHES AND IS
 FZ1284'ABOUT 100 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FZ1284
 FZ1284                          STATION RECOVERY (1977)
 FZ1284
 FZ1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FZ1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1332 ***********************************************************************
 FZ1332  DESIGNATION -  BASS AZ MK 2
 FZ1332  PID         -  FZ1332
 FZ1332  STATE/COUNTY-  VA/RUSSELL
 FZ1332  USGS QUAD   -  ELK GARDEN (1991)
 FZ1332
 FZ1332                         *CURRENT SURVEY CONTROL
 FZ1332  ___________________________________________________________________
 FZ1332* NAD 83(1986)-  36 56 09.     (N)    081 58 58.     (W)     SCALED    
 FZ1332* NAVD 88     -       708.48   (meters)    2324.4    (feet)  RESET     
 FZ1332  ___________________________________________________________________
 FZ1332  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FZ1332
 FZ1332  VERT ORDER  -  THIRD
 FZ1332
 FZ1332.The horizontal coordinates were scaled from a topographic map and have
 FZ1332.an estimated accuracy of +/- 6 seconds.
 FZ1332
 FZ1332.The orthometric height was computed from unverified reset data.
 FZ1332.No vertical observational check was made to the station.
 FZ1332
 FZ1332.The geoid height was determined by GEOID03.
 FZ1332
 FZ1332;                    North         East    Units  Estimated Accuracy
 FZ1332;SPC VA S     - 1,072,580.    3,189,810.      MT  (+/- 180 meters Scaled)
 FZ1332
 FZ1332                          SUPERSEDED SURVEY CONTROL
 FZ1332
 FZ1332  NGVD 29 (03/21/06)  708.59   (m)         2324.8    (f) RESET       3  
 FZ1332
 FZ1332.Superseded values are not recommended for survey control.
 FZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1332.See file dsdata.txt to determine how the superseded data were derived.
 FZ1332
 FZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA124882(NAD 83)
 FZ1332_MARKER: DZ = AZIMUTH MARK DISK
 FZ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1332_STAMPING: BASS 1963 1977
 FZ1332_PROJECTION: PROJECTING 5 CENTIMETERS
 FZ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1332+STABILITY: SURFACE MOTION
 FZ1332
 FZ1332  HISTORY     - Date     Condition        Report By
 FZ1332  HISTORY     - 1977     MONUMENTED       NGS
 FZ1332
 FZ1332                          STATION DESCRIPTION
 FZ1332
 FZ1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FZ1332'3.6 MI SW FROM ROSEDALE.
 FZ1332'3.6 MILES WESTERLY ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 FZ1332'IN ROSEDALE, 0.15 MILE NORTH OF TRIANGULATION STATION BASS, 43
 FZ1332'FEET SOUTH OF THE CENTER OF INTERSECTION OF ROAD AND DRIVEWAY,
 FZ1332'14 FEET SOUTHWEST OF CENTERLINE OF ROAD TO SUBDIVISION, 2 FEET
 FZ1332'NORTHEAST OF FENCE AND 1 FOOT NORTHEAST OF STEEL WITNESS POST AND
 FZ1332'METAL METAL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1282 ***********************************************************************
 FZ1282  DESIGNATION -  BASS AZIMUTH
 FZ1282  PID         -  FZ1282
 FZ1282  STATE/COUNTY-  VA/RUSSELL
 FZ1282  USGS QUAD   -  ELK GARDEN (1991)
 FZ1282
 FZ1282                         *CURRENT SURVEY CONTROL
 FZ1282  ___________________________________________________________________
 FZ1282* NAD 83(1986)-  36 56 09.     (N)    081 58 58.     (W)     SCALED    
 FZ1282* NAVD 88     -       703.452  (meters)    2307.91   (feet)  ADJUSTED  
 FZ1282  ___________________________________________________________________
 FZ1282  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FZ1282  DYNAMIC HT  -         702.815 (meters)    2305.82  (feet)  COMP
 FZ1282  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 FZ1282
 FZ1282  VERT ORDER  -  SECOND    CLASS 0
 FZ1282
 FZ1282.The horizontal coordinates were scaled from a topographic map and have
 FZ1282.an estimated accuracy of +/- 6 seconds.
 FZ1282
 FZ1282.The orthometric height was determined by differential leveling
 FZ1282.and adjusted by the National Geodetic Survey in June 1991..
 FZ1282
 FZ1282.The geoid height was determined by GEOID03.
 FZ1282
 FZ1282.The dynamic height is computed by dividing the NAVD 88
 FZ1282.geopotential number by the normal gravity value computed on the
 FZ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1282.degrees latitude (g = 980.6199 gals.).
 FZ1282
 FZ1282.The modeled gravity was interpolated from observed gravity values.
 FZ1282
 FZ1282;                    North         East    Units  Estimated Accuracy
 FZ1282;SPC VA S     - 1,072,580.    3,189,810.      MT  (+/- 180 meters Scaled)
 FZ1282
 FZ1282                          SUPERSEDED SURVEY CONTROL
 FZ1282
 FZ1282  NGVD 29 (??/??/92)  703.571  (m)         2308.30   (f) ADJ UNCH    2 0
 FZ1282
 FZ1282.Superseded values are not recommended for survey control.
 FZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1282.See file dsdata.txt to determine how the superseded data were derived.
 FZ1282
 FZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA124882(NAD 83)
 FZ1282_MARKER: DZ = AZIMUTH MARK DISK
 FZ1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1282_SP_SET: HEADWALL
 FZ1282_STAMPING: BASS 1963
 FZ1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1282
 FZ1282  HISTORY     - Date     Condition        Report By
 FZ1282  HISTORY     - 1963     MONUMENTED       CGS
 FZ1282
 FZ1282                          STATION DESCRIPTION
 FZ1282
 FZ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1282'3.2 MI SW FROM ROSEDALE.
 FZ1282'0.2 MILE EAST OF BASS STATION SITE-- MARK SET IN THE TOP OF THE
 FZ1282'NORTHEAST CORNER OF HEADWALL OF A CULVERT UNDER OLD HIGHWAY, 13
 FZ1282'FEET NORTH OF APPROXIMATE CENTER OF OLD HIGHWAY, AND ABOUT 100
 FZ1282'YARDS NORTH OF NEW HIGHWAY AND IS ABOUT 3 FEET BELOW THE LEVEL OF
 FZ1282'THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1283 ***********************************************************************
 FZ1283  DESIGNATION -  BASS RM 1
 FZ1283  PID         -  FZ1283
 FZ1283  STATE/COUNTY-  VA/RUSSELL
 FZ1283  USGS QUAD   -  ELK GARDEN (1991)
 FZ1283
 FZ1283                         *CURRENT SURVEY CONTROL
 FZ1283  ___________________________________________________________________
 FZ1283* NAD 83(1986)-  36 56 07.     (N)    081 59 13.     (W)     SCALED    
 FZ1283* NAVD 88     -       747.164  (meters)    2451.32   (feet)  ADJUSTED  
 FZ1283  ___________________________________________________________________
 FZ1283  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FZ1283  DYNAMIC HT  -         746.490 (meters)    2449.11  (feet)  COMP
 FZ1283  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FZ1283
 FZ1283  VERT ORDER  -  SECOND    CLASS 0
 FZ1283
 FZ1283.The horizontal coordinates were scaled from a topographic map and have
 FZ1283.an estimated accuracy of +/- 6 seconds.
 FZ1283
 FZ1283.The orthometric height was determined by differential leveling
 FZ1283.and adjusted by the National Geodetic Survey in June 1991..
 FZ1283
 FZ1283.The geoid height was determined by GEOID03.
 FZ1283
 FZ1283.The dynamic height is computed by dividing the NAVD 88
 FZ1283.geopotential number by the normal gravity value computed on the
 FZ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1283.degrees latitude (g = 980.6199 gals.).
 FZ1283
 FZ1283.The modeled gravity was interpolated from observed gravity values.
 FZ1283
 FZ1283;                    North         East    Units  Estimated Accuracy
 FZ1283;SPC VA S     - 1,072,540.    3,189,440.      MT  (+/- 180 meters Scaled)
 FZ1283
 FZ1283                          SUPERSEDED SURVEY CONTROL
 FZ1283
 FZ1283  NGVD 29 (??/??/92)  747.286  (m)         2451.72   (f) ADJ UNCH    2 0
 FZ1283
 FZ1283.Superseded values are not recommended for survey control.
 FZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1283.See file dsdata.txt to determine how the superseded data were derived.
 FZ1283
 FZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA121881(NAD 83)
 FZ1283_MARKER: DR = REFERENCE MARK DISK
 FZ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1283_STAMPING: BASS NO 1 1963
 FZ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1283+STABILITY: SURFACE MOTION
 FZ1283
 FZ1283  HISTORY     - Date     Condition        Report By
 FZ1283  HISTORY     - 1963     MONUMENTED       CGS
 FZ1283  HISTORY     - 1977     GOOD             NGS
 FZ1283
 FZ1283                          STATION DESCRIPTION
 FZ1283
 FZ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1283'3.4 MI SW FROM ROSEDALE.
 FZ1283'AT THE BASS STATION SITE-- 19.8 FEET NORTHEAST OF STATION, 30.3
 FZ1283'FEET NORTHWEST OF A METAL WITNESS SIGN AND IS SET IN THE TOP OF
 FZ1283'A CONCRETE POST PROJECTING 4 INCHES AND IS ABOUT LEVEL WITH THE
 FZ1283'STATION MARK.
 FZ1283
 FZ1283                          STATION RECOVERY (1977)
 FZ1283
 FZ1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FZ1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1285 ***********************************************************************
 FZ1285  DESIGNATION -  BASS RM 2
 FZ1285  PID         -  FZ1285
 FZ1285  STATE/COUNTY-  VA/RUSSELL
 FZ1285  USGS QUAD   -  ELK GARDEN (1991)
 FZ1285
 FZ1285                         *CURRENT SURVEY CONTROL
 FZ1285  ___________________________________________________________________
 FZ1285* NAD 83(1986)-  36 56 07.     (N)    081 59 13.     (W)     SCALED    
 FZ1285* NAVD 88     -       746.913  (meters)    2450.50   (feet)  ADJUSTED  
 FZ1285  ___________________________________________________________________
 FZ1285  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FZ1285  DYNAMIC HT  -         746.239 (meters)    2448.29  (feet)  COMP
 FZ1285  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 FZ1285
 FZ1285  VERT ORDER  -  SECOND    CLASS 0
 FZ1285
 FZ1285.The horizontal coordinates were scaled from a topographic map and have
 FZ1285.an estimated accuracy of +/- 6 seconds.
 FZ1285
 FZ1285.The orthometric height was determined by differential leveling
 FZ1285.and adjusted by the National Geodetic Survey in June 1991..
 FZ1285
 FZ1285.The geoid height was determined by GEOID03.
 FZ1285
 FZ1285.The dynamic height is computed by dividing the NAVD 88
 FZ1285.geopotential number by the normal gravity value computed on the
 FZ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1285.degrees latitude (g = 980.6199 gals.).
 FZ1285
 FZ1285.The modeled gravity was interpolated from observed gravity values.
 FZ1285
 FZ1285;                    North         East    Units  Estimated Accuracy
 FZ1285;SPC VA S     - 1,072,540.    3,189,440.      MT  (+/- 180 meters Scaled)
 FZ1285
 FZ1285                          SUPERSEDED SURVEY CONTROL
 FZ1285
 FZ1285  NGVD 29 (??/??/92)  747.034  (m)         2450.89   (f) ADJ UNCH    2 0
 FZ1285
 FZ1285.Superseded values are not recommended for survey control.
 FZ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1285.See file dsdata.txt to determine how the superseded data were derived.
 FZ1285
 FZ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA121881(NAD 83)
 FZ1285_MARKER: DR = REFERENCE MARK DISK
 FZ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1285_STAMPING: BASS NO 2 1963
 FZ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1285+STABILITY: SURFACE MOTION
 FZ1285
 FZ1285  HISTORY     - Date     Condition        Report By
 FZ1285  HISTORY     - 1963     MONUMENTED       CGS
 FZ1285
 FZ1285                          STATION DESCRIPTION
 FZ1285
 FZ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1285'3.4 MI SW FROM ROSEDALE.
 FZ1285'AT THE BASS STATION SITE-- 22.1 FEET SOUTHWEST OF THE STATION,
 FZ1285'21.2 FEET WEST OF A METAL WITNESS SIGN, AND IS SET IN THE TOP
 FZ1285'OF A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL WITH
 FZ1285'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1469 ***********************************************************************
 GX1469  DESIGNATION -  BASTIAN
 GX1469  PID         -  GX1469
 GX1469  STATE/COUNTY-  VA/BLAND
 GX1469  USGS QUAD   -  BASTIAN (1977)
 GX1469
 GX1469                         *CURRENT SURVEY CONTROL
 GX1469  ___________________________________________________________________
 GX1469* NAD 83(1993)-  37 11 29.67045(N)    081 08 11.36478(W)     ADJUSTED  
 GX1469* NAVD 88     -       653.104  (meters)    2142.73   (feet)  ADJUSTED  
 GX1469  ___________________________________________________________________
 GX1469  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GX1469  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1469  DYNAMIC HT  -         652.525 (meters)    2140.83  (feet)  COMP
 GX1469  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GX1469
 GX1469  HORZ ORDER  -  THIRD
 GX1469  VERT ORDER  -  FIRST     CLASS II
 GX1469
 GX1469.The horizontal coordinates were established by classical geodetic methods
 GX1469.and adjusted by the National Geodetic Survey in September 1995..
 GX1469
 GX1469.The orthometric height was determined by differential leveling
 GX1469.and adjusted by the National Geodetic Survey in June 1991..
 GX1469
 GX1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1469
 GX1469.The geoid height was determined by GEOID03.
 GX1469
 GX1469.The dynamic height is computed by dividing the NAVD 88
 GX1469.geopotential number by the normal gravity value computed on the
 GX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1469.degrees latitude (g = 980.6199 gals.).
 GX1469
 GX1469.The modeled gravity was interpolated from observed gravity values.
 GX1469
 GX1469;                    North         East     Units Scale Factor Converg.
 GX1469;SPC VA S     - 1,098,511.215 3,265,953.788   MT  0.99995009   -1 36 00.5
 GX1469;SPC VA S     - 3,604,032.21 10,715,050.05   sFT  0.99995009   -1 36 00.5
 GX1469;UTM  17      - 4,116,133.488   487,886.170   MT  0.99960181   -0 04 57.0
 GX1469
 GX1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1469!SPC VA S     -   0.99990236  x   0.99995009  =   0.99985245
 GX1469!UTM  17      -   0.99990236  x   0.99960181  =   0.99950420
 GX1469
 GX1469:                Primary Azimuth Mark                     Grid Az
 GX1469:SPC VA S     -  BACK                                     085 10 51.9
 GX1469:UTM  17      -  BACK                                     083 39 48.4
 GX1469
 GX1469|---------------------------------------------------------------------|
 GX1469| PID    Reference Object                     Distance      Geod. Az  |
 GX1469|                                                           dddmmss.s |
 GX1469| GX3385 BACK                                APPROX. 4.1 KM 0833451.4 |
 GX1469| GX1470 BASTIAN RM 1                         15.688 METERS 21923     |
 GX1469| GX1468 BASTIAN RM 2                         14.082 METERS 31022     |
 GX1469|---------------------------------------------------------------------|
 GX1469
 GX1469                          SUPERSEDED SURVEY CONTROL
 GX1469
 GX1469  NAD 83(1986)-  37 11 29.67761(N)    081 08 11.36037(W) AD(       ) 3
 GX1469  NAD 27      -  37 11 29.25381(N)    081 08 12.02402(W) AD(       ) 3
 GX1469  NGVD 29 (??/??/92)  653.164  (m)         2142.92   (f) ADJ UNCH    1 2
 GX1469
 GX1469.Superseded values are not recommended for survey control.
 GX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1469.See file dsdata.txt to determine how the superseded data were derived.
 GX1469
 GX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8788616133(NAD 83)
 GX1469_MARKER: DS = TRIANGULATION STATION DISK
 GX1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1469_STAMPING: BASTIAN 1963
 GX1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1469+STABILITY: SURFACE MOTION
 GX1469
 GX1469  HISTORY     - Date     Condition        Report By
 GX1469  HISTORY     - 1963     MONUMENTED       CGS
 GX1469  HISTORY     - 1963     GOOD             CGS
 GX1469
 GX1469                          STATION DESCRIPTION
 GX1469
 GX1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1469'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF BASTIAN AND
 GX1469'1 MILE NORTH OF THE PINE GROVE CHURCH AND IN THE FENCE LINE
 GX1469'ALONG U.S. HIGHWAYS 21 AND 52.  THE PROPERTY IS OWNED BY
 GX1469'THE STATE.
 GX1469'
 GX1469'TO REACH THE STATION FROM THE POST OFFICE IN BASTIAN, GO
 GX1469'SOUTH ON BLACK TOP STREET FOR 0.1 MILE TO THE JUNCTION OF
 GX1469'STATE ROAD 615, TURN LEFT, EAST, AND GO 0.05 MILE TO THE
 GX1469'JUNCTION OF U.S. HIGHWAYS 21 AND 52, TURN LEFT, NORTH, AND
 GX1469'GO 2.95 MILES TO THE STATION ON THE RIGHT.
 GX1469'
 GX1469'STATION MARK IS 112 FEET SOUTHWEST OF A POWER LINE GUY POLE
 GX1469'NUMBER 3412, 24 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 GX1469'HIGHWAYS 21 AND 52, 5.4 FEET SOUTHWEST OF A METAL WITNESS
 GX1469'POST AND 2 FEET NORTHWEST OF A WIRE FENCE.  THE MARK IS A
 GX1469'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, FLUSH
 GX1469'AND STAMPED BASTIAN 1963.
 GX1469'
 GX1469'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE CENTER LINE OF
 GX1469'U.S. HIGHWAYS 21 AND 52 AND 1 FOOT NORTHWEST OF A WIRE FENCE.
 GX1469'THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 GX1469'FLUSH AND STAMPED BASTIAN NO 1 1963.
 GX1469'
 GX1469'REFERENCE MARK NO. 2 IS 22 FEET NORTHWEST OF THE CENTER LINE
 GX1469'OF U.S. HIGHWAYS 21 AND 52 AND 1 FOOT SOUTHEAST OF A WIRE
 GX1469'FENCE.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX1469'POST, FLUSH AND STAMPED BASTIAN NO 2 1963.
 GX1469'
 GX1469'BENCH MARK L 36 1934 IS 156 FEET NORTHEAST OF THE JUNCTION
 GX1469'OF U.S. HIGHWAYS 21, 52 AND COUNTY ROAD 642, 12.3 FEET
 GX1469'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 21 AND 52
 GX1469'AND 3.6 FEET NORTHEAST OF THE SOUTHWEST END OF BRIDGE OVER
 GX1469'WOLF CREEK.  THE MARK IS A STANDARD BENCH MARK CEMENTED
 GX1469'IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE OF THE
 GX1469'BRIDGE OVER WOLF CREEK AND STAMPED L 36 1934.
 GX1469'
 GX1469'TO REACH THE BENCH MARK FROM THE STATION GO NORTHEAST ON
 GX1469'U.S. HIGHWAYS 21 AND 52 FOR 0.15 MILE TO THE MARK ON THE
 GX1469'LEFT.
 GX1469'
 GX1469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX1469
 GX1469                          STATION RECOVERY (1963)
 GX1469
 GX1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1469'3.3 MI NE FROM BASTIAN.
 GX1469'ABOUT 0.3 MILE EAST ALONG STATE ROAD 636 FROM THE POST OFFICE
 GX1469'IN BASTIAN, THEN TURN NORTH ALONG STATE ROAD 615 FOR 0.1 MILE
 GX1469'TO THE JUNCTION OF U.S. HIGHWAYS 21 AND 52, THEN TURN NORTHWEST
 GX1469'ALONG U.S. HIGHWAYS 21 AND 52 FOR 3.1 MILE.  THE MARK IS SET IN
 GX1469'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND, 24
 GX1469'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 GX1469'NORTHWEST OF A WOVEN WIRE FENCE, 5.4 FEET SOUTHWEST OF A STANDARD
 GX1469'METAL WITNESS SIGN AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 GX1469'THE MARK IS LOCATED ABOUT 0.2 MILE SOUTHWEST OF A BRIDGE OVER
 GX1469'WOLF CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1470 ***********************************************************************
 GX1470  DESIGNATION -  BASTIAN RM 1
 GX1470  PID         -  GX1470
 GX1470  STATE/COUNTY-  VA/BLAND
 GX1470  USGS QUAD   -  BASTIAN (1977)
 GX1470
 GX1470                         *CURRENT SURVEY CONTROL
 GX1470  ___________________________________________________________________
 GX1470* NAD 83(1986)-  37 11 29.     (N)    081 08 11.     (W)     SCALED    
 GX1470* NAVD 88     -       653.541  (meters)    2144.16   (feet)  ADJUSTED  
 GX1470  ___________________________________________________________________
 GX1470  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1470  DYNAMIC HT  -         652.962 (meters)    2142.26  (feet)  COMP
 GX1470  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GX1470
 GX1470  VERT ORDER  -  FIRST     CLASS II
 GX1470
 GX1470.The horizontal coordinates were scaled from a topographic map and have
 GX1470.an estimated accuracy of +/- 6 seconds.
 GX1470
 GX1470.The orthometric height was determined by differential leveling
 GX1470.and adjusted by the National Geodetic Survey in June 1991..
 GX1470
 GX1470.The geoid height was determined by GEOID03.
 GX1470
 GX1470.The dynamic height is computed by dividing the NAVD 88
 GX1470.geopotential number by the normal gravity value computed on the
 GX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1470.degrees latitude (g = 980.6199 gals.).
 GX1470
 GX1470.The modeled gravity was interpolated from observed gravity values.
 GX1470
 GX1470;                    North         East    Units  Estimated Accuracy
 GX1470;SPC VA S     - 1,098,490.    3,265,960.      MT  (+/- 180 meters Scaled)
 GX1470
 GX1470                          SUPERSEDED SURVEY CONTROL
 GX1470
 GX1470  NGVD 29 (??/??/92)  653.601  (m)         2144.36   (f) ADJ UNCH    1 2
 GX1470
 GX1470.Superseded values are not recommended for survey control.
 GX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1470.See file dsdata.txt to determine how the superseded data were derived.
 GX1470
 GX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB878161(NAD 83)
 GX1470_MARKER: DR = REFERENCE MARK DISK
 GX1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1470_STAMPING: BASTIAN NO 1 1963
 GX1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1470+STABILITY: SURFACE MOTION
 GX1470
 GX1470  HISTORY     - Date     Condition        Report By
 GX1470  HISTORY     - 1963     MONUMENTED       CGS
 GX1470
 GX1470                          STATION DESCRIPTION
 GX1470
 GX1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1470'3.3 MI NE FROM BASTIAN.
 GX1470'ABOUT 0.1 MILE EAST ALONG STATE ROAD 636 FROM THE POST OFFICE
 GX1470'IN BASTIAN, THEN TURN NORTH ALONG STATE ROAD FOR 0.1 MILE TO
 GX1470'THE JUNCTION OF U.S. HIGHWAYS 21 AND 52, THEN TURN NORTHWEST
 GX1470'ALONG U.S. HIGHWAYS 21 AND 52 FOR 3.1 MILES.  THE MARK IS SET
 GX1470'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 GX1470'25 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 GX1470'NORTHWEST OF A WOVEN WIRE FENCE, 51.47 FEET SOUTHWEST OF
 GX1470'THE STATION MARK AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1468 ***********************************************************************
 GX1468  DESIGNATION -  BASTIAN RM 2
 GX1468  PID         -  GX1468
 GX1468  STATE/COUNTY-  VA/BLAND
 GX1468  USGS QUAD   -  BASTIAN (1977)
 GX1468
 GX1468                         *CURRENT SURVEY CONTROL
 GX1468  ___________________________________________________________________
 GX1468* NAD 83(1986)-  37 11 29.     (N)    081 08 11.     (W)     SCALED    
 GX1468* NAVD 88     -       653.197  (meters)    2143.03   (feet)  ADJUSTED  
 GX1468  ___________________________________________________________________
 GX1468  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1468  DYNAMIC HT  -         652.618 (meters)    2141.13  (feet)  COMP
 GX1468  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GX1468
 GX1468  VERT ORDER  -  FIRST     CLASS II
 GX1468
 GX1468.The horizontal coordinates were scaled from a topographic map and have
 GX1468.an estimated accuracy of +/- 6 seconds.
 GX1468
 GX1468.The orthometric height was determined by differential leveling
 GX1468.and adjusted by the National Geodetic Survey in June 1991..
 GX1468
 GX1468.The geoid height was determined by GEOID03.
 GX1468
 GX1468.The dynamic height is computed by dividing the NAVD 88
 GX1468.geopotential number by the normal gravity value computed on the
 GX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1468.degrees latitude (g = 980.6199 gals.).
 GX1468
 GX1468.The modeled gravity was interpolated from observed gravity values.
 GX1468
 GX1468;                    North         East    Units  Estimated Accuracy
 GX1468;SPC VA S     - 1,098,490.    3,265,960.      MT  (+/- 180 meters Scaled)
 GX1468
 GX1468                          SUPERSEDED SURVEY CONTROL
 GX1468
 GX1468  NGVD 29 (??/??/92)  653.257  (m)         2143.23   (f) ADJ UNCH    1 2
 GX1468
 GX1468.Superseded values are not recommended for survey control.
 GX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1468.See file dsdata.txt to determine how the superseded data were derived.
 GX1468
 GX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB878161(NAD 83)
 GX1468_MARKER: DR = REFERENCE MARK DISK
 GX1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1468_STAMPING: BASTIAN NO 2 1963
 GX1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1468+STABILITY: SURFACE MOTION
 GX1468
 GX1468  HISTORY     - Date     Condition        Report By
 GX1468  HISTORY     - 1963     MONUMENTED       CGS
 GX1468
 GX1468                          STATION DESCRIPTION
 GX1468
 GX1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1468'3.3 MI NE FROM BASTIAN.
 GX1468'ABOUT 0.3 MILE EAST ALONG STATE ROAD 636 FROM THE POST OFFICE
 GX1468'IN BASTIAN, THEN TURN NORTH ALONG STATE ROAD 615 FOR 0.1 MILE
 GX1468'TO THE JUNCTION OF U.S. HIGHWAYS 21 AND 52, THEN TURN NORTHWEST
 GX1468'ALONG U.S. HIGHWAYS 21 AND 52 FOR 3.1 MILES, THE MARK IS SET
 GX1468'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 GX1468'112 FEET SOUTHWEST OF POWER LINE POLE NO. 34512, 22 FEET NORTHWEST
 GX1468'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A WOVEN
 GX1468'WIRE FENCE, 46.2 FEET NORTHWEST OF THE STATION MARK AND ABOUT
 GX1468'THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1234 ***********************************************************************
 FW1234  DESIGNATION -  BAT
 FW1234  PID         -  FW1234
 FW1234  STATE/COUNTY-  VA/ACCOMACK
 FW1234  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1234
 FW1234                         *CURRENT SURVEY CONTROL
 FW1234  ___________________________________________________________________
 FW1234* NAD 83(1993)-  37 43 52.18183(N)    075 48 49.92996(W)     ADJUSTED  
 FW1234* NAVD 88     -                                                        
 FW1234  ___________________________________________________________________
 FW1234  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FW1234  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 FW1234
 FW1234  HORZ ORDER  -  THIRD
 FW1234
 FW1234.The horizontal coordinates were established by classical geodetic methods
 FW1234.and adjusted by the National Geodetic Survey in November 1994..
 FW1234
 FW1234
 FW1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1234
 FW1234.The geoid height was determined by GEOID03.
 FW1234
 FW1234;                    North         East     Units Scale Factor Converg.
 FW1234;SPC VA S     - 1,158,494.949 3,736,748.015   MT  0.99996549   +1 37 49.0
 FW1234;SPC VA S     - 3,800,828.85 12,259,647.45   sFT  0.99996549   +1 37 49.0
 FW1234;UTM  18      - 4,176,299.241   428,283.761   MT  0.99966335   -0 29 53.1
 FW1234
 FW1234                          SUPERSEDED SURVEY CONTROL
 FW1234
 FW1234  NAD 83(1993)-  37 43 52.18216(N)    075 48 49.94285(W) AD(       ) 4
 FW1234  NAD 83(1986)-  37 43 52.18161(N)    075 48 49.96014(W) AD(       ) 4
 FW1234  NAD 27      -  37 43 51.69000(N)    075 48 51.21800(W) AD(       ) 3
 FW1234
 FW1234.Superseded values are not recommended for survey control.
 FW1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1234.See file dsdata.txt to determine how the superseded data were derived.
 FW1234
 FW1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2828476299(NAD 83)
 FW1234
 FW1234  HISTORY     - Date     Condition        Report By
 FW1234  HISTORY     - UNK      MONUMENTED
 FW1234  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1234
 FW1234                          STATION DESCRIPTION
 FW1234
 FW1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (MEW)
 FW1234'THE AREA WAS THOROUGHLY SEARCHED AND NO EVIDENCE OF THIS
 FW1234'UNDESCRIBED AND PROBABLY UNMARKED INTERSECTION STATION COULD BE
 FW1234'FOUND.  THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1690 ***********************************************************************
 FW1690  DESIGNATION -  BATTERY CRAMER
 FW1690  PID         -  FW1690
 FW1690  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1690  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1690
 FW1690                         *CURRENT SURVEY CONTROL
 FW1690  ___________________________________________________________________
 FW1690* NAD 83(1993)-  36 55 04.72733(N)    075 59 43.20520(W)     ADJUSTED  
 FW1690* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 FW1690  ___________________________________________________________________
 FW1690  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FW1690  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 FW1690
 FW1690  HORZ ORDER  -  THIRD
 FW1690
 FW1690.The horizontal coordinates were established by classical geodetic methods
 FW1690.and adjusted by the National Geodetic Survey in September 1995..
 FW1690
 FW1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1690
 FW1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1690
 FW1690.The geoid height was determined by GEOID03.
 FW1690
 FW1690;                    North         East     Units Scale Factor Converg.
 FW1690;SPC VA S     - 1,067,841.183 3,723,152.134   MT  0.99997598   +1 31 12.5
 FW1690;SPC VA S     - 3,503,408.95 12,215,041.63   sFT  0.99997598   +1 31 12.5
 FW1690;UTM  18      - 4,086,236.254   411,342.739   MT  0.99969683   -0 35 52.5
 FW1690
 FW1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1690!SPC VA S     -   1.00000496  x   0.99997598  =   0.99998094
 FW1690!UTM  18      -   1.00000496  x   0.99969683  =   0.99970179
 FW1690
 FW1690:                Primary Azimuth Mark                     Grid Az
 FW1690:SPC VA S     -  CAPE HENRY LIGHTHOUSE 1887               309 46 37.8
 FW1690:UTM  18      -  CAPE HENRY LIGHTHOUSE 1887               311 53 42.8
 FW1690
 FW1690|---------------------------------------------------------------------|
 FW1690| PID    Reference Object                     Distance      Geod. Az  |
 FW1690|                                                           dddmmss.s |
 FW1690| FX2958 CAPE HENRY LIGHTHOUSE 1887          APPROX. 1.4 KM 3111750.3 |
 FW1690| FW1691 H 50 VA                             334.619 METERS 35131     |
 FW1690|---------------------------------------------------------------------|
 FW1690
 FW1690                          SUPERSEDED SURVEY CONTROL
 FW1690
 FW1690  NAD 83(1986)-  36 55 04.73280(N)    075 59 43.24416(W) AD(       ) 3
 FW1690  NAD 27      -  36 55 04.20059(N)    075 59 44.49128(W) AD(       ) 3
 FW1690  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 FW1690
 FW1690.Superseded values are not recommended for survey control.
 FW1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1690.See file dsdata.txt to determine how the superseded data were derived.
 FW1690
 FW1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1134386236(NAD 83)
 FW1690_MARKER: DD = SURVEY DISK
 FW1690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1690_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FW1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1690+STABILITY: SURFACE MOTION
 FW1690
 FW1690  HISTORY     - Date     Condition        Report By
 FW1690  HISTORY     - 1980     MONUMENTED       NOS
 FW1690
 FW1690                          STATION DESCRIPTION
 FW1690
 FW1690'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW1690'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF FORT STORY AT THE
 FW1690'U.S. NAVY EXPLOSIVE ORDINANCE DISPOSAL GROUP 2 BATTERY CRAMER HEAD
 FW1690'QUARTERS.
 FW1690'
 FW1690'TO REACH THE STATION FROM THE EAST GATE ENTRANCE TO FORT STORY
 FW1690'GO 0.4 KM (0.25 MI) NORTHWEST ON ATLANTIC AVE TO A SIDE ROAD
 FW1690'RIGHT AND A SIGN U.S. NAVY E.O.D. GROUP 2, TURN RIGHT AND
 FW1690'GO 0.2 KM (0.1 MI) EAST TO THE STATION SITE.
 FW1690'
 FW1690'THE STATION IS A STANDARD NOS DISK
 FW1690'STAMPED---BATTERY CRAMER 1980---,
 FW1690'SECURED TO THE TOP OF A 42 INCH ALUMINUM ROD THAT IS SET IN
 FW1690'CONCRETE.
 FW1690'IT IS LOCATED
 FW1690'54.3 METERS (178.2 FT) EAST-NORTHEAST FROM THE FLAGPOLE IN FRONT
 FW1690'BATTERY CRAMER,
 FW1690'19.1 METERS (62.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A 4 FOOT
 FW1690'SQUARE BLOCK OF CONCRETE,
 FW1690'6.7 METERS (22.1 FT) NORTHEAST FROM THE CENTER OF A 4 FOOT SQUARE
 FW1690'BLOCK OF CONCRETE, AND
 FW1690'2.8 METERS (9.2 FT) NORTHWEST FROM A WITNESS SIGN SECURED TO A
 FW1690'STEEL FENCE POST.
 FW1690'
 FW1690'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0778 ***********************************************************************
 DI0778  DESIGNATION -  BATTLE
 DI0778  PID         -  DI0778
 DI0778  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0778  USGS QUAD   -  SALEM CHURCH (1994)
 DI0778
 DI0778                         *CURRENT SURVEY CONTROL
 DI0778  ___________________________________________________________________
 DI0778* NAD 83(1993)-  38 15 51.94350(N)    077 32 25.69052(W)     ADJUSTED  
 DI0778* NAVD 88     -        90.5    (meters)     297.     (feet)  GPS OBS   
 DI0778  ___________________________________________________________________
 DI0778  X           -   1,081,846.129 (meters)                     COMP
 DI0778  Y           -  -4,896,256.330 (meters)                     COMP
 DI0778  Z           -   3,928,567.294 (meters)                     COMP
 DI0778  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DI0778  ELLIP HEIGHT-          58.05  (meters)          (07/13/06) GPS OBS
 DI0778  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DI0778
 DI0778  HORZ ORDER  -  FIRST
 DI0778  ELLP ORDER  -  FOURTH    CLASS I
 DI0778
 DI0778.The horizontal coordinates were established by GPS observations
 DI0778.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0778
 DI0778.The orthometric height was determined by GPS observations and a
 DI0778.high-resolution geoid model.
 DI0778
 DI0778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0778
 DI0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0778
 DI0778.The ellipsoidal height was determined by GPS observations
 DI0778.and is referenced to NAD 83.
 DI0778
 DI0778.The geoid height was determined by GEOID03.
 DI0778
 DI0778;                    North         East     Units Scale Factor Converg.
 DI0778;SPC VA N     - 2,066,789.069 3,583,970.121   MT  0.99996726   +0 35 55.9
 DI0778;SPC VA N     - 6,780,790.47 11,758,408.64   sFT  0.99996726   +0 35 55.9
 DI0778;UTM  18      - 4,238,207.263   277,739.703   MT  1.00020842   -1 34 26.2
 DI0778
 DI0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0778!SPC VA N     -   0.99999089  x   0.99996726  =   0.99995815
 DI0778!UTM  18      -   0.99999089  x   1.00020842  =   1.00019931
 DI0778
 DI0778                          SUPERSEDED SURVEY CONTROL
 DI0778
 DI0778.No superseded survey control is available for this station.
 DI0778
 DI0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7774038207(NAD 83)
 DI0778_MARKER: DD = SURVEY DISK
 DI0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0778_STAMPING: BATTLE 2006
 DI0778_MARK LOGO: VA-177
 DI0778_PROJECTION: FLUSH
 DI0778_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0778+STABILITY: SURFACE MOTION
 DI0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0778+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DI0778
 DI0778  HISTORY     - Date     Condition        Report By
 DI0778  HISTORY     - 20060201 MONUMENTED       GEOMET
 DI0778
 DI0778                          STATION DESCRIPTION
 DI0778
 DI0778'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0778'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MILES) NORTHEAST OF
 DI0778'SPOTSYLVANIA, AND 7.7 KM (4.8 MILES) SOUTHWEST OF FREDERICKSBURG.
 DI0778' 
 DI0778'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND SR 3
 DI0778'(PLANK ROAD) (AT EXIT 130), GO WEST ON SR 3 FOR 2.4 KM (1.5 MILES) TO
 DI0778'ITS INTERSECTION WITH SR 639 (SALEM CHURCH ROAD).  TURN LEFT AND GO
 DI0778'SOUTH ON SR 639 FOR 2.3 KM (1.4 MILES) TO ITS INTERSECTION WITH SR 620
 DI0778'(HARRISON ROAD).  CONTINUE SOUTH ON SR 639 THRU THE LIGHT (THE ROAD
 DI0778'BECOMES LEAVELLS ROAD) FOR 0.64 KM (0.4 MILE) TO THE STATION ON THE
 DI0778'RIGHT IN FRONT OF THE BATTLEFIELD ELEMENTARY SCHOOL.
 DI0778' 
 DI0778'THE STATION IS 25.6 METERS (83.9 FEET) SOUTH FROM A FENCE CORNER, 9.8
 DI0778'METERS (32.0 FEET) SOUTHWEST FROM A VAULT, 5.0 METERS (16.4 FEET)
 DI0778'NORTHWEST FROM A LIGHT POLE, 4.5 METERS (14.8 FEET) WEST FROM A
 DI0778'SIDEWALK, AND 0.4 METER (1.2 FEET) EAST FROM A WITNESS POST.  THE
 DI0778'STATION IS A STANDARD SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET
 DI0778'INTO A POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH
 DI0778'WITH THE GROUND SURFACE AND STAMPED BATTLE 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4210 ***********************************************************************
 GV4210  DESIGNATION -  BAUKAGES VFC 1937
 GV4210  PID         -  GV4210
 GV4210  STATE/COUNTY-  VA/MATHEWS
 GV4210  USGS QUAD   -  MATHEWS (1965)
 GV4210
 GV4210                         *CURRENT SURVEY CONTROL
 GV4210  ___________________________________________________________________
 GV4210* NAD 83(1993)-  37 26 08.14116(N)    076 21 47.02424(W)     ADJUSTED  
 GV4210* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4210  ___________________________________________________________________
 GV4210  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 GV4210  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV4210
 GV4210  HORZ ORDER  -  THIRD
 GV4210
 GV4210.The horizontal coordinates were established by classical geodetic methods
 GV4210.and adjusted by the National Geodetic Survey in September 1995..
 GV4210
 GV4210.The orthometric height was scaled from a topographic map.
 GV4210
 GV4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4210
 GV4210.The geoid height was determined by GEOID03.
 GV4210
 GV4210;                    North         East     Units Scale Factor Converg.
 GV4210;SPC VA S     - 1,124,463.803 3,689,095.501   MT  0.99994611   +1 17 49.1
 GV4210;SPC VA S     - 3,689,178.33 12,103,307.49   sFT  0.99994611   +1 17 49.1
 GV4210;UTM  18      - 4,144,068.106   379,412.421   MT  0.99977912   -0 49 43.2
 GV4210
 GV4210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4210!SPC VA S     -   1.00000552  x   0.99994611  =   0.99995163
 GV4210!UTM  18      -   1.00000552  x   0.99977912  =   0.99978464
 GV4210
 GV4210|---------------------------------------------------------------------|
 GV4210| PID    Reference Object                     Distance      Geod. Az  |
 GV4210|                                                           dddmmss.s |
 GV4210| GV4231 HALL VFC 1937                       387.760 METERS 02754     |
 GV4210| GV4268 WILLIAMS VFC 1937                   365.956 METERS 05448     |
 GV4210| GV4267 WHARF VFC 1937                      249.199 METERS 16433     |
 GV4210| GV4243 MC ELROY VFC 1937                   APPROX. 0.5 KM 2015158.4 |
 GV4210|---------------------------------------------------------------------|
 GV4210
 GV4210                          SUPERSEDED SURVEY CONTROL
 GV4210
 GV4210  NAD 83(1993)-  37 26 08.14264(N)    076 21 47.02243(W) AD(       ) 3
 GV4210  NAD 83(1986)-  37 26 08.15163(N)    076 21 47.05105(W) AD(       ) 3
 GV4210  NAD 27      -  37 26 07.63200(N)    076 21 48.24800(W) AD(       ) 3
 GV4210
 GV4210.Superseded values are not recommended for survey control.
 GV4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4210.See file dsdata.txt to determine how the superseded data were derived.
 GV4210
 GV4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7941244068(NAD 83)
 GV4210_MARKER: U = CONCRETE POST
 GV4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4210+STABILITY: SURFACE MOTION
 GV4210
 GV4210  HISTORY     - Date     Condition        Report By
 GV4210  HISTORY     - 1937     MONUMENTED       VACF
 GV4210  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV4210  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4210
 GV4210                          STATION DESCRIPTION
 GV4210
 GV4210'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4210'STATION IS ON HIGH GROUND INSHORE FROM THE REMAINS OF AN OLD
 GV4210'WHARF.
 GV4210'
 GV4210'STATION IS MARKED BY A CONCRETE BLOCK LEVEL WITH THE SURFACE OF
 GV4210'THE LAND.
 GV4210
 GV4210                          STATION RECOVERY (1944)
 GV4210
 GV4210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4210'STATION RECOVERED IN GOOD CONDITION, 5 METERS INSHORE FROM
 GV4210'HIGH-WATER LINE.  THE PIPE AT TOP OF CONCRETE IS FLUSH WITH
 GV4210'GROUND.  THE ORIGINAL DESCRIPTION AND SKETCH ARE CORRECT AND
 GV4210'ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4210
 GV4210                          STATION RECOVERY (2002)
 GV4210
 GV4210'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8334 ***********************************************************************
 HV8334  DESIGNATION -  BAVA
 HV8334  PID         -  HV8334
 HV8334  STATE/COUNTY-  VA/FAIRFAX
 HV8334  USGS QUAD   -  VIENNA (1994)
 HV8334
 HV8334                         *CURRENT SURVEY CONTROL
 HV8334  ___________________________________________________________________
 HV8334* NAD 83(1993)-  38 54 16.98889(N)    077 15 41.68788(W)     ADJUSTED  
 HV8334* NAVD 88     -       123.7    (meters)     406.     (feet)  VERTCON   
 HV8334  ___________________________________________________________________
 HV8334  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HV8334  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV8334
 HV8334  HORZ ORDER  -  SECOND
 HV8334
 HV8334.The horizontal coordinates were established by classical geodetic methods
 HV8334.and adjusted by the National Geodetic Survey in November 1994..
 HV8334
 HV8334.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8334
 HV8334.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8334
 HV8334.The geoid height was determined by GEOID03.
 HV8334
 HV8334;                    North         East     Units Scale Factor Converg.
 HV8334;SPC VA N     - 2,138,148.557 3,607,416.151   MT  0.99996092   +0 46 22.5
 HV8334;SPC VA N     - 7,014,909.06 11,835,331.16   sFT  0.99996092   +0 46 22.5
 HV8334;UTM  18      - 4,308,634.656   303,892.579   MT  1.00007358   -1 25 14.8
 HV8334
 HV8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8334!SPC VA N     -   0.99998557  x   0.99996092  =   0.99994649
 HV8334!UTM  18      -   0.99998557  x   1.00007358  =   1.00005915
 HV8334
 HV8334                          SUPERSEDED SURVEY CONTROL
 HV8334
 HV8334  NAD 83(1993)-  38 54 16.98811(N)    077 15 41.69094(W) AD(       ) 2
 HV8334  NAD 83(1986)-  38 54 16.98801(N)    077 15 41.70022(W) AD(       ) 2
 HV8334  NGVD 29 (01/12/90)  124.0    (m)          407.     (f) VERT ANG       
 HV8334
 HV8334.Superseded values are not recommended for survey control.
 HV8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8334.See file dsdata.txt to determine how the superseded data were derived.
 HV8334
 HV8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0389308635(NAD 83)
 HV8334_MARKER: N = NAIL
 HV8334_SETTING: 0 = UNSPECIFIED SETTING
 HV8334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8334
 HV8334  HISTORY     - Date     Condition        Report By
 HV8334  HISTORY     - 1975     MONUMENTED       VA-059
 HV8334  HISTORY     - 19991115 GOOD             USPSQD
 HV8334
 HV8334                          STATION DESCRIPTION
 HV8334
 HV8334'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8334'THE STATION IS LOCATED ABOUT 8.4 MILES SOUTHEAST OF HERNDON, 4.7
 HV8334'MILES WEST OF FALLS CHURCH, 4.1 MILES NORTHEAST OF FAIRFAX CITY, ON
 HV8334'THE FRONT STAIRWELL ROOF OF THE OFFICE BUILDING AT 246 MAPLE AVENUE
 HV8334'EAST, VIENNA, VIRGINIA. SEE FAIRFAX COUNTY TAX MAP 38-2, 246 MAPLE
 HV8334'AVENUE, VIENNA.
 HV8334'
 HV8334'TO REACH THE STATION FROM THE JUNCTION OF CHAIN BRIDGE ROAD, RTE.
 HV8334'123, AND MAIN STREET, ROUTE 236 IN FAIRFAX CITY, GO NORTH ON CHAIN
 HV8334'BRIDGE ROAD FOR 5.5 MILES TO THE OFFICE BUILDING AT 246 MAPLE AVENUE
 HV8334'ON THE LEFT AND THE STATION ON THE ROOF. STATION IS TEMPORARY POINT.
 HV8334'
 HV8334'THE STATION IS A STEEL TRANSIT TACK IN THE ROOF SURFACE ABOVE THE
 HV8334'FRONT STAIRWELL.
 HV8334'
 HV8334'REFERENCE MARK NO. 01 IS THE TOP NORTHEAST CORNER OF THE BUILDING.
 HV8334'LOCATED 14.5 FEET NE FROM REFERENCE MARK 02.
 HV8334'
 HV8334'REFERENCE MARK NO. 02 IS THE TOP SOUTHWEST CORNER OF THE STAIRWELL
 HV8334'ROOF. LOCATED 14.5 FEET SW FROM REFERENCE MARK 01 AND 50 FEET NW FROM
 HV8334'THE CENTERLINE OF ROUTE 123.
 HV8334
 HV8334                          STATION RECOVERY (1999)
 HV8334
 HV8334'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5127 ***********************************************************************
 GV5127  DESIGNATION -  BAY
 GV5127  PID         -  GV5127
 GV5127  STATE/COUNTY-  VA/KING WILLIAM
 GV5127  USGS QUAD   -  TUNSTALL (1984)
 GV5127
 GV5127                         *CURRENT SURVEY CONTROL
 GV5127  ___________________________________________________________________
 GV5127* NAD 83(1993)-  37 35 12.57100(N)    077 01 12.49024(W)     ADJUSTED  
 GV5127* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5127  ___________________________________________________________________
 GV5127  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 GV5127  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 GV5127
 GV5127  HORZ ORDER  -  THIRD
 GV5127
 GV5127.The horizontal coordinates were established by classical geodetic methods
 GV5127.and adjusted by the National Geodetic Survey in November 1994..
 GV5127
 GV5127.The orthometric height was scaled from a topographic map.
 GV5127
 GV5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5127
 GV5127.The geoid height was determined by GEOID03.
 GV5127
 GV5127;                    North         East     Units Scale Factor Converg.
 GV5127;SPC VA S     - 1,140,131.707 3,630,694.412   MT  0.99995271   +0 53 53.4
 GV5127;SPC VA S     - 3,740,582.11 11,911,703.25   sFT  0.99995271   +0 53 53.4
 GV5127;UTM  18      - 4,161,892.431   321,637.422   MT  0.99999187   -1 13 57.1
 GV5127
 GV5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5127!SPC VA S     -   1.00000539  x   0.99995271  =   0.99995810
 GV5127!UTM  18      -   1.00000539  x   0.99999187  =   0.99999726
 GV5127
 GV5127|---------------------------------------------------------------------|
 GV5127| PID    Reference Object                     Distance      Geod. Az  |
 GV5127|                                                           dddmmss.s |
 GV5127| DC5119 BAY RM 3                             21.287 METERS 03921     |
 GV5127| GV5162 HIND 1912                           APPROX. 0.7 KM 0993940.8 |
 GV5127| GV5136 BUR                                 APPROX. 0.5 KM 1764518.3 |
 GV5127| GV5158 HATCH                               APPROX. 0.6 KM 2130258.0 |
 GV5127| GV5203 SAW                                 455.191 METERS 2411539.5 |
 GV5127| DC5117 BAY RM 1                              9.686 METERS 25235     |
 GV5127| DC5118 BAY RM 2                              7.943 METERS 28605     |
 GV5127|---------------------------------------------------------------------|
 GV5127
 GV5127                          SUPERSEDED SURVEY CONTROL
 GV5127
 GV5127  NAD 83(1986)-  37 35 12.57262(N)    077 01 12.50674(W) AD(       ) 3
 GV5127  NAD 27      -  37 35 12.02900(N)    077 01 13.56600(W) AD(       ) 3
 GV5127
 GV5127.Superseded values are not recommended for survey control.
 GV5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5127.See file dsdata.txt to determine how the superseded data were derived.
 GV5127
 GV5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2163761892(NAD 83)
 GV5127_MARKER: Z = SEE DESCRIPTION
 GV5127_SETTING: 0 = UNSPECIFIED SETTING
 GV5127
 GV5127  HISTORY     - Date     Condition        Report By
 GV5127  HISTORY     - 1912     MONUMENTED       CGS
 GV5127  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5127  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV5127
 GV5127                          STATION DESCRIPTION
 GV5127
 GV5127'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5127'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV5127'ON THE N SIDE OF A VERY LARGE BAY ABOVE RAILROAD ABOUT N 1/2
 GV5127'E FROM THE DRAWBRIDGE, THE LITTLE ISLAND BEARS 100 DEG TO RIGHT
 GV5127'OF STATION HIND, ON THE OUTERMOST WOODS LINE IN 3-1/2 FEET OF
 GV5127'WATER AT HIGH TIDE, A PLATFORM STATION ON TOP OF A 10-INCH
 GV5127'GUM STUMP (NEW) WITH HOLE FOR CENTER, AND WHERE THEODOLITE
 GV5127'WAS MOUNTED.  NOT OTHERWISE MARKED.  THIS STUMP IS GOOD FOR
 GV5127'PROBABLY 9 YEARS.
 GV5127'
 GV5127'REFERENCE MARK NO. 1 IS TRIANGLE ON OUTER GUM TREE, WITH NAIL,
 GV5127'DISTANT 9.686 METERS ON LINE 152 DEG 55 MIN 48 SEC TO RIGHT
 GV5127'OF STATION HIND.
 GV5127'
 GV5127'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON 10-INCH GUM
 GV5127'AT EDGE OF WOODS, DISTANT 7.943 METERS ON LINE 186 DEG 24 MIN
 GV5127'52 SEC TO RIGHT OF LINE TO STATION HIND.
 GV5127'
 GV5127'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE ON 14-INCH BLACK GUM,
 GV5127'DISTANT 21.287 METERS ON LINE 299 DEG 41 MIN 38 SEC TO RIGHT
 GV5127'OF LINE TO STATION HIND.
 GV5127'
 GV5127'MEASUREMENTS NOS. 1 AND 2 ARE DIRECT.  THE THIRD IS HORIZONTAL.
 GV5127
 GV5127                          STATION RECOVERY (1999)
 GV5127
 GV5127'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5127'MARK NOT FOUND.
 GV5127
 GV5127                          STATION RECOVERY (2003)
 GV5127
 GV5127'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2968 ***********************************************************************
 FX2968  DESIGNATION -  BAY BRIDGE PILING
 FX2968  PID         -  FX2968
 FX2968  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2968  USGS QUAD   -  CAPE HENRY (1986)
 FX2968
 FX2968                         *CURRENT SURVEY CONTROL
 FX2968  ___________________________________________________________________
 FX2968* NAD 83(1993)-  36 59 51.93767(N)    076 05 58.33777(W)     ADJUSTED  
 FX2968* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 FX2968  ___________________________________________________________________
 FX2968  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FX2968  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 FX2968
 FX2968  HORZ ORDER  -  THIRD
 FX2968
 FX2968.The horizontal coordinates were established by classical geodetic methods
 FX2968.and adjusted by the National Geodetic Survey in September 1995..
 FX2968
 FX2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX2968
 FX2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2968
 FX2968.The geoid height was determined by GEOID03.
 FX2968
 FX2968;                    North         East     Units Scale Factor Converg.
 FX2968;SPC VA S     - 1,076,450.674 3,713,645.109   MT  0.99996610   +1 27 24.8
 FX2968;SPC VA S     - 3,531,655.25 12,183,850.66   sFT  0.99996610   +1 27 24.8
 FX2968;UTM  18      - 4,095,188.911   402,162.868   MT  0.99971792   -0 39 42.3
 FX2968
 FX2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2968!SPC VA S     -   1.00000493  x   0.99996610  =   0.99997103
 FX2968!UTM  18      -   1.00000493  x   0.99971792  =   0.99972285
 FX2968
 FX2968                          SUPERSEDED SURVEY CONTROL
 FX2968
 FX2968  NAD 83(1986)-  36 59 51.94309(N)    076 05 58.37557(W) AD(       ) 4
 FX2968  NAD 27      -  36 59 51.41757(N)    076 05 59.61242(W) AD(       ) 3
 FX2968  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 FX2968
 FX2968.Superseded values are not recommended for survey control.
 FX2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2968.See file dsdata.txt to determine how the superseded data were derived.
 FX2968
 FX2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0216395189(NAD 83)
 FX2968_MARKER: 11 = PILING
 FX2968_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2968
 FX2968  HISTORY     - Date     Condition        Report By
 FX2968  HISTORY     - 1980     FIRST OBSERVED   NOSAMC
 FX2968
 FX2968                          STATION DESCRIPTION
 FX2968
 FX2968'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX2968'THE STATION, IS THE CONCRETE PILING ON THE EAST SIDE
 FX2968'OF THE CHESAPEAKE BAY BRIDGE TUNNEL APPROXIMATLY 1.6 KM
 FX2968'(1.0 MI) NORTH OF ISLAND NUMBER 2.  THE STATION IS A
 FX2968'CONCRETE PILING 3.2 METERS (10 FT) IN DIAMETER WITH
 FX2968'AN ORANGE SQUARE PAINTED ON IT.  THE STATION IS THE
 FX2968'SECOND PILING NORTH OF ISLAND NUMBER 2 THAT IS PAINTED
 FX2968'ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4148 ***********************************************************************
 GV4148  DESIGNATION -  BAY TREE POINT VFC 1934
 GV4148  PID         -  GV4148
 GV4148  STATE/COUNTY-  VA/YORK
 GV4148  USGS QUAD   -  POQUOSON WEST (1983)
 GV4148
 GV4148                         *CURRENT SURVEY CONTROL
 GV4148  ___________________________________________________________________
 GV4148* NAD 83(1993)-  37 11 35.28880(N)    076 23 22.45176(W)     ADJUSTED  
 GV4148* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4148  ___________________________________________________________________
 GV4148  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GV4148  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 GV4148
 GV4148  HORZ ORDER  -  THIRD
 GV4148
 GV4148.The horizontal coordinates were established by classical geodetic methods
 GV4148.and adjusted by the National Geodetic Survey in September 1995..
 GV4148
 GV4148.The orthometric height was scaled from a topographic map.
 GV4148
 GV4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4148
 GV4148.The geoid height was determined by GEOID03.
 GV4148
 GV4148;                    North         East     Units Scale Factor Converg.
 GV4148;SPC VA S     - 1,097,510.239 3,687,351.738   MT  0.99995001   +1 16 51.1
 GV4148;SPC VA S     - 3,600,748.18 12,097,586.49   sFT  0.99995001   +1 16 51.1
 GV4148;UTM  18      - 4,117,202.045   376,671.663   MT  0.99978736   -0 50 24.4
 GV4148
 GV4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4148!SPC VA S     -   1.00000573  x   0.99995001  =   0.99995574
 GV4148!UTM  18      -   1.00000573  x   0.99978736  =   0.99979309
 GV4148
 GV4148:                Primary Azimuth Mark                     Grid Az
 GV4148:SPC VA S     -  INTER VFC 1934                           323 25 39.8
 GV4148:UTM  18      -  INTER VFC 1934                           325 32 55.3
 GV4148
 GV4148|---------------------------------------------------------------------|
 GV4148| PID    Reference Object                     Distance      Geod. Az  |
 GV4148|                                                           dddmmss.s |
 GV4148| GV4175 INTER VFC 1934                      APPROX. 1.6 KM 3244230.9 |
 GV4148|---------------------------------------------------------------------|
 GV4148
 GV4148                          SUPERSEDED SURVEY CONTROL
 GV4148
 GV4148  NAD 83(1986)-  37 11 35.29724(N)    076 23 22.48802(W) AD(       ) 3
 GV4148  NAD 27      -  37 11 34.77800(N)    076 23 23.68200(W) AD(       ) 3
 GV4148
 GV4148.Superseded values are not recommended for survey control.
 GV4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4148.See file dsdata.txt to determine how the superseded data were derived.
 GV4148
 GV4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7667217202(NAD 83)
 GV4148_MARKER: U = CONCRETE POST
 GV4148_SETTING: 0 = UNSPECIFIED SETTING
 GV4148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4148
 GV4148  HISTORY     - Date     Condition        Report By
 GV4148  HISTORY     - 1934     MONUMENTED       VACF
 GV4148  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4148
 GV4148                          STATION DESCRIPTION
 GV4148
 GV4148'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4148'AT THE ENTRANCE TO THE POQUOSON RIVER, ON A LOW SANDY RIDGE, AT
 GV4148'THE SOUTHERN END OF A STRAIGHT SANDY BEACH.  THE STATION IS
 GV4148'MARKED BY A CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE
 GV4148'OF THE SAND.
 GV4148
 GV4148                          STATION RECOVERY (1943)
 GV4148
 GV4148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4148'STATION NOT RECOVERED.  PARTY OF TWO MEN MADE A SEARCH FOR 1
 GV4148'HOUR AND COULD NOT LOCATE THIS STATION.  ANGLES WERE TURNED,
 GV4148'AND DIGGING WITH A SHOVEL IN THE IMMEDIATE VICINITY OF THE
 GV4148'STATION FAILED TO LOCATE THIS STATION.  STATION MIGHT BE FOUND
 GV4148'THROUGH EXTENSIVE DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0880 ***********************************************************************
 HW0880  DESIGNATION -  BB 137
 HW0880  PID         -  HW0880
 HW0880  STATE/COUNTY-  VA/ROCKINGHAM
 HW0880  USGS QUAD   -  ELKTON WEST (1987)
 HW0880
 HW0880                         *CURRENT SURVEY CONTROL
 HW0880  ___________________________________________________________________
 HW0880* NAD 83(1986)-  38 24 38.     (N)    078 41 47.     (W)     SCALED    
 HW0880* NAVD 88     -       359.695  (meters)    1180.10   (feet)  ADJUSTED  
 HW0880  ___________________________________________________________________
 HW0880  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0880  DYNAMIC HT  -         359.437 (meters)    1179.25  (feet)  COMP
 HW0880  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 HW0880
 HW0880  VERT ORDER  -  SECOND    CLASS 0
 HW0880
 HW0880.The horizontal coordinates were scaled from a topographic map and have
 HW0880.an estimated accuracy of +/- 6 seconds.
 HW0880
 HW0880.The orthometric height was determined by differential leveling
 HW0880.and adjusted by the National Geodetic Survey in June 1991..
 HW0880
 HW0880.The geoid height was determined by GEOID03.
 HW0880
 HW0880.The dynamic height is computed by dividing the NAVD 88
 HW0880.geopotential number by the normal gravity value computed on the
 HW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0880.degrees latitude (g = 980.6199 gals.).
 HW0880
 HW0880.The modeled gravity was interpolated from observed gravity values.
 HW0880
 HW0880;                    North         East    Units  Estimated Accuracy
 HW0880;SPC VA N     - 2,082,590.    3,482,850.      MT  (+/- 180 meters Scaled)
 HW0880
 HW0880                          SUPERSEDED SURVEY CONTROL
 HW0880
 HW0880  NGVD 29 (??/??/92)  359.842  (m)         1180.58   (f) ADJ UNCH    2 0
 HW0880
 HW0880.Superseded values are not recommended for survey control.
 HW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0880.See file dsdata.txt to determine how the superseded data were derived.
 HW0880
 HW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC011538(NAD 83)
 HW0880_MARKER: DB = BENCH MARK DISK
 HW0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0880_SP_SET: TREE
 HW0880_STAMPING: BB 137 1935
 HW0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0880
 HW0880  HISTORY     - Date     Condition        Report By
 HW0880  HISTORY     - 1935     MONUMENTED       CGS
 HW0880  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0880
 HW0880                          STATION DESCRIPTION
 HW0880
 HW0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0880'1.8 MI NE FROM HOPKINS SPRINGS.
 HW0880'1.8 MILES NORTHEAST ALONG COUNTY ROAD 647 FROM HOPKINS SPRINGS,
 HW0880'ROCKINGHAM COUNTY, 42 FEET SOUTHWEST OF THE CORNER POST OF A
 HW0880'WOVEN-WIRE FENCE, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HW0880'ROAD, AND IN THE BASE OF A TREE.  A STANDARD DISK.
 HW0880
 HW0880                          STATION RECOVERY (1968)
 HW0880
 HW0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3100 ***********************************************************************
 HV3100  DESIGNATION -  BB 232
 HV3100  PID         -  HV3100
 HV3100  STATE/COUNTY-  VA/STAFFORD
 HV3100  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3100
 HV3100                         *CURRENT SURVEY CONTROL
 HV3100  ___________________________________________________________________
 HV3100* NAD 83(1986)-  38 19 23.     (N)    077 28 14.     (W)     SCALED    
 HV3100* NAVD 88     -         9.346  (meters)      30.66   (feet)  ADJUSTED  
 HV3100  ___________________________________________________________________
 HV3100  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3100  DYNAMIC HT  -           9.340 (meters)      30.64  (feet)  COMP
 HV3100  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 HV3100
 HV3100  VERT ORDER  -  SECOND    CLASS 0
 HV3100
 HV3100.The horizontal coordinates were scaled from a topographic map and have
 HV3100.an estimated accuracy of +/- 6 seconds.
 HV3100
 HV3100.The orthometric height was determined by differential leveling
 HV3100.and adjusted by the National Geodetic Survey in June 1991..
 HV3100
 HV3100.The geoid height was determined by GEOID03.
 HV3100
 HV3100.The dynamic height is computed by dividing the NAVD 88
 HV3100.geopotential number by the normal gravity value computed on the
 HV3100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3100.degrees latitude (g = 980.6199 gals.).
 HV3100
 HV3100.The modeled gravity was interpolated from observed gravity values.
 HV3100
 HV3100;                    North         East    Units  Estimated Accuracy
 HV3100;SPC VA N     - 2,073,360.    3,590,020.      MT  (+/- 180 meters Scaled)
 HV3100
 HV3100                          SUPERSEDED SURVEY CONTROL
 HV3100
 HV3100  NGVD 29 (??/??/??)    9.617  (m)           31.55   (f) ADJUSTED    2 0
 HV3100
 HV3100.Superseded values are not recommended for survey control.
 HV3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3100.See file dsdata.txt to determine how the superseded data were derived.
 HV3100
 HV3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH840445(NAD 83)
 HV3100_MARKER: DB = BENCH MARK DISK
 HV3100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3100_SP_SET: BRIDGE ABUTMENT
 HV3100_STAMPING: BB 232 1941
 HV3100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3100
 HV3100  HISTORY     - Date     Condition        Report By
 HV3100  HISTORY     - 1941     MONUMENTED       CGS
 HV3100  HISTORY     - 1960     GOOD             CGS
 HV3100  HISTORY     - 1961     GOOD             CGS
 HV3100  HISTORY     - 1984     GOOD             NGS
 HV3100  HISTORY     - 19960413 GOOD             USPSQD
 HV3100
 HV3100                          STATION DESCRIPTION
 HV3100
 HV3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3100'AT FALMOUTH.
 HV3100'AT FALMOUTH, 0.1 MILE NORTH-NORTHWEST OF THE NORTHEAST END OF
 HV3100'CONCRETE HIGHWAY BRIDGE OVER RAPPAHANNOCK RIVER, 0.15 MILE
 HV3100'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 17, 79 YARDS NORTHWEST
 HV3100'OF THE INTERSECTION OF WEST CAMBRIDGE AND WASHINGTON STREETS, 18
 HV3100'FEET NORTHEAST OF THE CENTER LINE OF WASHINGTON STREET, IN TOP
 HV3100'OF THE NORTH END OF THE WEST ABUTMENT OF 36-FOOT WASHINGTON
 HV3100'STREET BRIDGE OVER FALL RUN, 1/2 FOOT NORTHEAST OF THE CONCRETE
 HV3100'BANISTER, AND ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 HV3100
 HV3100                          STATION RECOVERY (1961)
 HV3100
 HV3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HV3100'RECOVERED IN GOOD CONDITION.
 HV3100
 HV3100                          STATION RECOVERY (1984)
 HV3100
 HV3100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3100'RECOVERED IN GOOD CONDITION.
 HV3100
 HV3100                          STATION RECOVERY (1996)
 HV3100
 HV3100'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1656 ***********************************************************************
 GW1656  DESIGNATION -  BC 10
 GW1656  PID         -  GW1656
 GW1656  STATE/COUNTY-  VA/ALLEGHANY
 GW1656  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1656
 GW1656                         *CURRENT SURVEY CONTROL
 GW1656  ___________________________________________________________________
 GW1656* NAD 83(1986)-  37 50 13.     (N)    079 39 04.     (W)     SCALED    
 GW1656* NAVD 88     -       512.082  (meters)    1680.06   (feet)  ADJUSTED  
 GW1656  ___________________________________________________________________
 GW1656  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW1656  DYNAMIC HT  -         511.667 (meters)    1678.69  (feet)  COMP
 GW1656  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 GW1656
 GW1656  VERT ORDER  -  SECOND    CLASS 0
 GW1656
 GW1656.The horizontal coordinates were scaled from a topographic map and have
 GW1656.an estimated accuracy of +/- 6 seconds.
 GW1656
 GW1656.The orthometric height was determined by differential leveling
 GW1656.and adjusted by the National Geodetic Survey in June 1991..
 GW1656
 GW1656.The geoid height was determined by GEOID03.
 GW1656
 GW1656.The dynamic height is computed by dividing the NAVD 88
 GW1656.geopotential number by the normal gravity value computed on the
 GW1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1656.degrees latitude (g = 980.6199 gals.).
 GW1656
 GW1656.The modeled gravity was interpolated from observed gravity values.
 GW1656
 GW1656;                    North         East    Units  Estimated Accuracy
 GW1656;SPC VA S     - 1,167,490.    3,398,680.      MT  (+/- 180 meters Scaled)
 GW1656
 GW1656                          SUPERSEDED SURVEY CONTROL
 GW1656
 GW1656  NGVD 29 (??/??/92)  512.244  (m)         1680.59   (f) ADJ UNCH    2 0
 GW1656
 GW1656.Superseded values are not recommended for survey control.
 GW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1656.See file dsdata.txt to determine how the superseded data were derived.
 GW1656
 GW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB186885(NAD 83)
 GW1656_MARKER: DD = SURVEY DISK
 GW1656_SETTING: 66 = SET IN ROCK OUTCROP
 GW1656_SP_SET: OUTCROP
 GW1656_STAMPING: 1681 BC 10 1944
 GW1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1656+STABILITY: POSITION/ELEVATION WELL
 GW1656
 GW1656  HISTORY     - Date     Condition        Report By
 GW1656  HISTORY     - 1944     MONUMENTED       USGS
 GW1656  HISTORY     - 1958     GOOD             NGS
 GW1656
 GW1656                          STATION DESCRIPTION
 GW1656
 GW1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1656'12.4 MI E FROM CLIFTON FORGE.
 GW1656'ABOUT 12.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1656'AT CLIFTON FORGE, ON THE TOP OF A 6-BY-6-FOOT BLACK OUTCROP
 GW1656'PROJECTING 3 FEET ABOVE THE GROUND, 27 FEET NORTHWEST OF THE
 GW1656'CENTER LINE OF THE HIGHWAY, 44.4 FEET SOUTHWEST OF THE SOUTHWEST
 GW1656'END OF THE NORTHWEST CONCRETE HEADWALL OF A 2-BY-3-FOOT CONCRETE
 GW1656'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL
 GW1656'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2589 ***********************************************************************
 GW2589  DESIGNATION -  BC 10
 GW2589  PID         -  GW2589
 GW2589  STATE/COUNTY-  VA/BEDFORD
 GW2589  USGS QUAD   -  BEDFORD (1989)
 GW2589
 GW2589                         *CURRENT SURVEY CONTROL
 GW2589  ___________________________________________________________________
 GW2589* NAD 83(1993)-  37 17 20.98329(N)    079 36 23.01751(W)     ADJUSTED  
 GW2589* NAVD 88     -       284.6    (meters)     934.     (feet)  VERTCON   
 GW2589  ___________________________________________________________________
 GW2589  X           -     916,626.944 (meters)                     COMP
 GW2589  Y           -  -4,997,448.268 (meters)                     COMP
 GW2589  Z           -   3,843,126.473 (meters)                     COMP
 GW2589  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GW2589  ELLIP HEIGHT-         252.38  (meters)          (05/17/02) GPS OBS
 GW2589  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW2589
 GW2589  HORZ ORDER  -  FIRST
 GW2589  ELLP ORDER  -  FOURTH    CLASS II
 GW2589
 GW2589.The horizontal coordinates were established by GPS observations
 GW2589.and adjusted by the National Geodetic Survey in September 1995..
 GW2589
 GW2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2589
 GW2589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2589
 GW2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2589
 GW2589.The ellipsoidal height was determined by GPS observations
 GW2589.and is referenced to NAD 83.
 GW2589
 GW2589.The geoid height was determined by GEOID03.
 GW2589
 GW2589;                    North         East     Units Scale Factor Converg.
 GW2589;SPC VA S     - 1,106,647.500 3,401,899.740   MT  0.99994633   -0 40 17.4
 GW2589;SPC VA S     - 3,630,726.01 11,161,066.06   sFT  0.99994633   -0 40 17.4
 GW2589;UTM  17      - 4,127,861.096   623,529.740   MT  0.99978797   +0 50 39.9
 GW2589
 GW2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2589!SPC VA S     -   0.99996040  x   0.99994633  =   0.99990673
 GW2589!UTM  17      -   0.99996040  x   0.99978797  =   0.99974837
 GW2589
 GW2589                          SUPERSEDED SURVEY CONTROL
 GW2589
 GW2589  ELLIP H (09/08/95)  252.45   (m)                       GP(       ) 4 2
 GW2589  NAD 83(1993)-  37 17 20.98328(N)    079 36 23.01763(W) AD(       ) 1
 GW2589  ELLIP H (11/14/94)  252.45   (m)                       GP(       ) 4 2
 GW2589  NAD 83(1986)-  37 17 20.98963(N)    079 36 23.03039(W) AD(       ) 1
 GW2589  NGVD 29 (07/01/93)  284.8    (m)          934.     (f) GPS OBS        
 GW2589
 GW2589.Superseded values are not recommended for survey control.
 GW2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2589.See file dsdata.txt to determine how the superseded data were derived.
 GW2589
 GW2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2353027861(NAD 83)
 GW2589_MARKER: DB = BENCH MARK DISK
 GW2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2589_SP_SET: CONCRETE POST
 GW2589_STAMPING: BC 10 1947
 GW2589_MARK LOGO: USGS  
 GW2589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2589+STABILITY: SURFACE MOTION
 GW2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2589+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1992
 GW2589
 GW2589  HISTORY     - Date     Condition        Report By
 GW2589  HISTORY     - 1947     MONUMENTED       USGS
 GW2589  HISTORY     - 19920215 GOOD             MSI
 GW2589
 GW2589                          STATION DESCRIPTION
 GW2589
 GW2589'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2589'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5.5
 GW2589'MILES (8.9 KM) SOUTHWEST OF THE CITY OF BEDFORD.
 GW2589'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 746,
 GW2589'PROCEED WEST ALONG S.R. 746 TO THE INTERSECTION WITH S.R. 691 SOUTH
 GW2589'AND THE STATION AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 GW2589'THE STATION IS A STANDARD USGS BENCHMARK DISK SET IN THE TOP OF A
 GW2589'CONCRETE MONUMENT APPROXIMATELY 3 INCHES ABOVE THE GROUND SURFACE,
 GW2589'STAMPED BC 10 1947.  THE STATION IS LOCATED 14.5 FT (4.4 M) NORTHWEST
 GW2589'OF POWER POLE NUMBER 232-46, 37.2 FT (11.3 M) WEST OF THE SOUTHWEST
 GW2589'CORNER OF A COVERED PORCH, AND 40.8 FT (12.4 M) SOUTHEAST OF THE
 GW2589'CENTERLINE OF S.R. 746.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1651 ***********************************************************************
 GW1651  DESIGNATION -  BC 11
 GW1651  PID         -  GW1651
 GW1651  STATE/COUNTY-  VA/ALLEGHANY
 GW1651  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1651
 GW1651                         *CURRENT SURVEY CONTROL
 GW1651  ___________________________________________________________________
 GW1651* NAD 83(1986)-  37 51 56.     (N)    079 37 37.     (W)     SCALED    
 GW1651* NAVD 88     -       723.312  (meters)    2373.07   (feet)  ADJUSTED  
 GW1651  ___________________________________________________________________
 GW1651  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW1651  DYNAMIC HT  -         722.710 (meters)    2371.09  (feet)  COMP
 GW1651  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GW1651
 GW1651  VERT ORDER  -  SECOND    CLASS 0
 GW1651
 GW1651.The horizontal coordinates were scaled from a topographic map and have
 GW1651.an estimated accuracy of +/- 6 seconds.
 GW1651
 GW1651.The orthometric height was determined by differential leveling
 GW1651.and adjusted by the National Geodetic Survey in June 1991..
 GW1651
 GW1651.The geoid height was determined by GEOID03.
 GW1651
 GW1651.The dynamic height is computed by dividing the NAVD 88
 GW1651.geopotential number by the normal gravity value computed on the
 GW1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1651.degrees latitude (g = 980.6199 gals.).
 GW1651
 GW1651.The modeled gravity was interpolated from observed gravity values.
 GW1651
 GW1651;                    North         East    Units  Estimated Accuracy
 GW1651;SPC VA S     - 1,170,640.    3,400,840.      MT  (+/- 180 meters Scaled)
 GW1651
 GW1651                          SUPERSEDED SURVEY CONTROL
 GW1651
 GW1651  NGVD 29 (??/??/92)  723.461  (m)         2373.55   (f) ADJ UNCH    2 0
 GW1651
 GW1651.Superseded values are not recommended for survey control.
 GW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1651.See file dsdata.txt to determine how the superseded data were derived.
 GW1651
 GW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB207917(NAD 83)
 GW1651_MARKER: DD = SURVEY DISK
 GW1651_SETTING: 66 = SET IN ROCK OUTCROP
 GW1651_SP_SET: OUTCROP
 GW1651_STAMPING: 2374 BC 11 1944
 GW1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1651+STABILITY: POSITION/ELEVATION WELL
 GW1651
 GW1651  HISTORY     - Date     Condition        Report By
 GW1651  HISTORY     - 1944     MONUMENTED       USGS
 GW1651  HISTORY     - 1958     GOOD             NGS
 GW1651  HISTORY     - 1971     GOOD             NGS
 GW1651
 GW1651                          STATION DESCRIPTION
 GW1651
 GW1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1651'15 MI NE FROM CLIFTON FORGE.
 GW1651'ABOUT 15.0 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1651'HALL AT CLIFTON FORGE, ABOUT 0.4 MILE SOUTHWEST OF THE SUMMIT
 GW1651'OF NORTH MOUNTAIN AND THE ALLEGHANY-ROCKBRIDGE COUNTY LINE,
 GW1651'ON THE TOP OF A 1 1/2-BY-1 1/2-FOOT OUTCROP PROJECTING 1/2-FOOT
 GW1651'ABOVE THE GROUND, 39.3 FEET SOUTH OF THE CENTER LINE OF THE
 GW1651'HIGHWAY AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1651'NOTE-- THIS MARK MAY BE REACHED BY GOING 16.3 MILES NORTHWEST
 GW1651'ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT LEXINGTON,
 GW1651'ROCKBRIDGE COUNTY, VIRGINIA.
 GW1651
 GW1651                          STATION RECOVERY (1971)
 GW1651
 GW1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GW1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0998 ***********************************************************************
 GW0998  DESIGNATION -  BC 17
 GW0998  PID         -  GW0998
 GW0998  STATE/COUNTY-  VA/AMHERST
 GW0998  USGS QUAD   -  AMHERST (1978)
 GW0998
 GW0998                         *CURRENT SURVEY CONTROL
 GW0998  ___________________________________________________________________
 GW0998* NAD 83(1986)-  37 30 44.     (N)    079 07 07.     (W)     SCALED    
 GW0998* NAVD 88     -       210.349  (meters)     690.12   (feet)  ADJUSTED  
 GW0998  ___________________________________________________________________
 GW0998  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW0998  DYNAMIC HT  -         210.193 (meters)     689.61  (feet)  COMP
 GW0998  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 GW0998
 GW0998  VERT ORDER  -  SECOND    CLASS 0
 GW0998
 GW0998.The horizontal coordinates were scaled from a topographic map and have
 GW0998.an estimated accuracy of +/- 6 seconds.
 GW0998
 GW0998.The orthometric height was determined by differential leveling
 GW0998.and adjusted by the National Geodetic Survey in June 1991..
 GW0998
 GW0998.The geoid height was determined by GEOID03.
 GW0998
 GW0998.The dynamic height is computed by dividing the NAVD 88
 GW0998.geopotential number by the normal gravity value computed on the
 GW0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0998.degrees latitude (g = 980.6199 gals.).
 GW0998
 GW0998.The modeled gravity was interpolated from observed gravity values.
 GW0998
 GW0998;                    North         East    Units  Estimated Accuracy
 GW0998;SPC VA S     - 1,131,010.    3,445,310.      MT  (+/- 180 meters Scaled)
 GW0998
 GW0998                          SUPERSEDED SURVEY CONTROL
 GW0998
 GW0998  NGVD 29 (??/??/92)  210.565  (m)          690.83   (f) ADJ UNCH    2 0
 GW0998
 GW0998.Superseded values are not recommended for survey control.
 GW0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0998.See file dsdata.txt to determine how the superseded data were derived.
 GW0998
 GW0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB662533(NAD 83)
 GW0998_MARKER: DD = SURVEY DISK
 GW0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0998_STAMPING: BC 17 1934
 GW0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0998+STABILITY: SURFACE MOTION
 GW0998
 GW0998  HISTORY     - Date     Condition        Report By
 GW0998  HISTORY     - 1934     MONUMENTED       USGS
 GW0998  HISTORY     - 1965     GOOD             NGS
 GW0998  HISTORY     - 1965     GOOD             NGS
 GW0998
 GW0998                          STATION DESCRIPTION
 GW0998
 GW0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0998'0.8 MI NE FROM MONROE.
 GW0998'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE MONROE
 GW0998'SCHOOL TO A GRAVELED ROAD JUST BEFORE CROSSING A VIADUCT, THENCE
 GW0998'EAST 0.1 MILE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GW0998'PROJECTING 3-INCHES, 19 FEET NORTH OF THE APPROXIMATE CENTER
 GW0998'OF THE GRAVELED ROAD, 2 FEET SOUTH OF A METAL WITNESS SIGN AND
 GW0998'FENCE CORNER AND IS ABOUT LEVEL WITH THE ROAD.
 GW0998
 GW0998                          STATION RECOVERY (1965)
 GW0998
 GW0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1012 ***********************************************************************
 GW1012  DESIGNATION -  BC 24
 GW1012  PID         -  GW1012
 GW1012  STATE/COUNTY-  VA/AMHERST
 GW1012  USGS QUAD   -  AMHERST (1978)
 GW1012
 GW1012                         *CURRENT SURVEY CONTROL
 GW1012  ___________________________________________________________________
 GW1012* NAD 83(1986)-  37 35 07.     (N)    079 03 05.     (W)     SCALED    
 GW1012* NAVD 88     -       233.208  (meters)     765.12   (feet)  ADJUSTED  
 GW1012  ___________________________________________________________________
 GW1012  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW1012  DYNAMIC HT  -         233.036 (meters)     764.55  (feet)  COMP
 GW1012  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 GW1012
 GW1012  VERT ORDER  -  SECOND    CLASS 0
 GW1012
 GW1012.The horizontal coordinates were scaled from a topographic map and have
 GW1012.an estimated accuracy of +/- 6 seconds.
 GW1012
 GW1012.The orthometric height was determined by differential leveling
 GW1012.and adjusted by the National Geodetic Survey in June 1991..
 GW1012
 GW1012.The geoid height was determined by GEOID03.
 GW1012
 GW1012.The dynamic height is computed by dividing the NAVD 88
 GW1012.geopotential number by the normal gravity value computed on the
 GW1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1012.degrees latitude (g = 980.6199 gals.).
 GW1012
 GW1012.The modeled gravity was interpolated from observed gravity values.
 GW1012
 GW1012;                    North         East    Units  Estimated Accuracy
 GW1012;SPC VA S     - 1,139,080.    3,451,300.      MT  (+/- 180 meters Scaled)
 GW1012
 GW1012                          SUPERSEDED SURVEY CONTROL
 GW1012
 GW1012  NGVD 29 (??/??/92)  233.418  (m)          765.81   (f) ADJ UNCH    2 0
 GW1012
 GW1012.Superseded values are not recommended for survey control.
 GW1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1012.See file dsdata.txt to determine how the superseded data were derived.
 GW1012
 GW1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB720615(NAD 83)
 GW1012_MARKER: DD = SURVEY DISK
 GW1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1012_SP_SET: SIDEWALK
 GW1012_STAMPING: BC 24 1934
 GW1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1012
 GW1012  HISTORY     - Date     Condition        Report By
 GW1012  HISTORY     - 1934     MONUMENTED       USGS
 GW1012  HISTORY     - 1961     GOOD             NGS
 GW1012  HISTORY     - 1965     GOOD             NGS
 GW1012
 GW1012                          STATION DESCRIPTION
 GW1012
 GW1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW1012'AT AMHERST.
 GW1012'AT AMHERST, 80 FEET WEST OF THE FRONT DOOR OF THE COUNTY
 GW1012'COURTHOUSE, 4 INCHES WEST OF A BRICK WALL AT THE SOUTH SIDE OF
 GW1012'THE COURTYARD ENTRANCE, AND IN THE TOP OF A CONCRETE WALK.
 GW1012
 GW1012                          STATION RECOVERY (1965)
 GW1012
 GW1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2590 ***********************************************************************
 GW2590  DESIGNATION -  BC 35
 GW2590  PID         -  GW2590
 GW2590  STATE/COUNTY-  VA/AMHERST
 GW2590  USGS QUAD   -  PINEY RIVER (1984)
 GW2590
 GW2590                         *CURRENT SURVEY CONTROL
 GW2590  ___________________________________________________________________
 GW2590* NAD 83(1993)-  37 38 39.98280(N)    079 01 19.59377(W)     ADJUSTED  
 GW2590* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 GW2590  ___________________________________________________________________
 GW2590  X           -     962,965.460 (meters)                     COMP
 GW2590  Y           -  -4,964,254.396 (meters)                     COMP
 GW2590  Z           -   3,874,393.787 (meters)                     COMP
 GW2590  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 GW2590  ELLIP HEIGHT-         202.46  (meters)          (05/17/02) GPS OBS
 GW2590  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW2590
 GW2590  HORZ ORDER  -  FIRST
 GW2590  ELLP ORDER  -  FOURTH    CLASS II
 GW2590
 GW2590.The horizontal coordinates were established by GPS observations
 GW2590.and adjusted by the National Geodetic Survey in November 1994..
 GW2590
 GW2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2590
 GW2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2590
 GW2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2590
 GW2590.The ellipsoidal height was determined by GPS observations
 GW2590.and is referenced to NAD 83.
 GW2590
 GW2590.The geoid height was determined by GEOID03.
 GW2590
 GW2590;                    North         East     Units Scale Factor Converg.
 GW2590;SPC VA S     - 1,145,629.009 3,453,923.537   MT  0.99995705   -0 19 00.8
 GW2590;SPC VA S     - 3,758,617.84 11,331,747.47   sFT  0.99995705   -0 19 00.8
 GW2590;UTM  17      - 4,168,206.011   674,497.476   MT  0.99997506   +1 12 30.0
 GW2590
 GW2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2590!SPC VA S     -   0.99996823  x   0.99995705  =   0.99992528
 GW2590!UTM  17      -   0.99996823  x   0.99997506  =   0.99994329
 GW2590
 GW2590                          SUPERSEDED SURVEY CONTROL
 GW2590
 GW2590  ELLIP H (11/14/94)  202.52   (m)                       GP(       ) 4 2
 GW2590  NAD 83(1986)-  37 38 39.98809(N)    079 01 19.60447(W) AD(       ) 1
 GW2590  NGVD 29 (07/01/93)  234.6    (m)          770.     (f) GPS OBS        
 GW2590
 GW2590.Superseded values are not recommended for survey control.
 GW2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2590.See file dsdata.txt to determine how the superseded data were derived.
 GW2590
 GW2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7449768206(NAD 83)
 GW2590_MARKER: DB = BENCH MARK DISK
 GW2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2590_SP_SET: CONCRETE POST
 GW2590_STAMPING: BC 35 1934
 GW2590_MARK LOGO: USGS  
 GW2590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2590+STABILITY: SURFACE MOTION
 GW2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2590+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 GW2590
 GW2590  HISTORY     - Date     Condition        Report By
 GW2590  HISTORY     - 1934     MONUMENTED       USGS
 GW2590  HISTORY     - 19920213 GOOD             MSI
 GW2590
 GW2590                          STATION DESCRIPTION
 GW2590
 GW2590'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2590'THE STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 4
 GW2590'MILES (6.4 KM) NORTH OF THE TOWN OF AMHERST.
 GW2590'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 151,
 GW2590'PROCEED 1.6 MI (2.6 KM) NORTH ALONG S.R. 151 TO THE INTERSECTION WITH
 GW2590'S.R. 610 WEST AND THE STATION AT THE NORTHWEST CORNER OF THE
 GW2590'INTERSECTION, NEAR THE U.S. POST OFFICE IN CLIFFORD.
 GW2590'THE STATION IS A STANDARD USGS BENCHMARK DISK SET IN THE TOP OF A
 GW2590'CONCRETE MONUMENT APPROXIMATELY 6 INCHES ABOVE THE GROUND SURFACE,
 GW2590'STAMPED BC 35 1934.  THE DISK IS LOCATED 23.5 FT (7.2 M) NORTH OF
 GW2590'TELEPHONE POLE NUMBER A206, 40.1 FT (12.2 M) WEST OF THE CENTERLINE
 GW2590'OF S.R. 151, AND 85.2 FT (26.0 M) SOUTHEAST OF THE FLAGPOLE AT THE
 GW2590'POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1023 ***********************************************************************
 GW1023  DESIGNATION -  BC 36
 GW1023  PID         -  GW1023
 GW1023  STATE/COUNTY-  VA/AMHERST
 GW1023  USGS QUAD   -  PINEY RIVER (1984)
 GW1023
 GW1023                         *CURRENT SURVEY CONTROL
 GW1023  ___________________________________________________________________
 GW1023* NAD 83(1986)-  37 40 45.     (N)    079 01 16.     (W)     SCALED    
 GW1023* NAVD 88     -       243.056  (meters)     797.43   (feet)  ADJUSTED  
 GW1023  ___________________________________________________________________
 GW1023  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW1023  DYNAMIC HT  -         242.876 (meters)     796.84  (feet)  COMP
 GW1023  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 GW1023
 GW1023  VERT ORDER  -  SECOND    CLASS 0
 GW1023
 GW1023.The horizontal coordinates were scaled from a topographic map and have
 GW1023.an estimated accuracy of +/- 6 seconds.
 GW1023
 GW1023.The orthometric height was determined by differential leveling
 GW1023.and adjusted by the National Geodetic Survey in June 1991..
 GW1023
 GW1023.The geoid height was determined by GEOID03.
 GW1023
 GW1023.The dynamic height is computed by dividing the NAVD 88
 GW1023.geopotential number by the normal gravity value computed on the
 GW1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1023.degrees latitude (g = 980.6199 gals.).
 GW1023
 GW1023.The modeled gravity was interpolated from observed gravity values.
 GW1023
 GW1023;                    North         East    Units  Estimated Accuracy
 GW1023;SPC VA S     - 1,149,480.    3,454,030.      MT  (+/- 180 meters Scaled)
 GW1023
 GW1023                          SUPERSEDED SURVEY CONTROL
 GW1023
 GW1023  NGVD 29 (??/??/92)  243.264  (m)          798.11   (f) ADJ UNCH    2 0
 GW1023
 GW1023.Superseded values are not recommended for survey control.
 GW1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1023.See file dsdata.txt to determine how the superseded data were derived.
 GW1023
 GW1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB745720(NAD 83)
 GW1023_MARKER: DD = SURVEY DISK
 GW1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1023_STAMPING: BC 36 1934
 GW1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1023+STABILITY: SURFACE MOTION
 GW1023
 GW1023  HISTORY     - Date     Condition        Report By
 GW1023  HISTORY     - 1934     MONUMENTED       USGS
 GW1023  HISTORY     - 1961     MARK NOT FOUND   NGS
 GW1023
 GW1023                          STATION DESCRIPTION
 GW1023
 GW1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW1023'2 MI S FROM PINEY RIVER.
 GW1023'IN AMHERST COUNTY, 2.0 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 GW1023'PINEY RIVER BRIDGE AT PINEY RIVER, NELSON COUNTY, AT THE JUNCTION
 GW1023'OF COUNTY ROAD 674 LEADING SOUTHWEST, 36 FEET SOUTHWEST OF THE
 GW1023'CENTERLINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE CENTERLINE
 GW1023'OF THE ROAD, AND 3 FEET FROM A FENCE CORNER.  A U.S. GEOLOGICAL
 GW1023'SURVEY STANDARD DISK, STAMPED BC 36 1934 AND SET IN THE TOP OF A
 GW1023'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0616 ***********************************************************************
 GW0616  DESIGNATION -  BC 38
 GW0616  PID         -  GW0616
 GW0616  STATE/COUNTY-  VA/NELSON
 GW0616  USGS QUAD   -  ARRINGTON (1984)
 GW0616
 GW0616                         *CURRENT SURVEY CONTROL
 GW0616  ___________________________________________________________________
 GW0616* NAD 83(1986)-  37 44 35.     (N)    078 59 54.     (W)     SCALED    
 GW0616* NAVD 88     -       230.967  (meters)     757.76   (feet)  ADJUSTED  
 GW0616  ___________________________________________________________________
 GW0616  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW0616  DYNAMIC HT  -         230.795 (meters)     757.20  (feet)  COMP
 GW0616  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 GW0616
 GW0616  VERT ORDER  -  SECOND    CLASS 0
 GW0616
 GW0616.The horizontal coordinates were scaled from a topographic map and have
 GW0616.an estimated accuracy of +/- 6 seconds.
 GW0616
 GW0616.The orthometric height was determined by differential leveling
 GW0616.and adjusted by the National Geodetic Survey in June 1991..
 GW0616
 GW0616.The geoid height was determined by GEOID03.
 GW0616
 GW0616.The dynamic height is computed by dividing the NAVD 88
 GW0616.geopotential number by the normal gravity value computed on the
 GW0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0616.degrees latitude (g = 980.6199 gals.).
 GW0616
 GW0616.The modeled gravity was interpolated from observed gravity values.
 GW0616
 GW0616;                    North         East    Units  Estimated Accuracy
 GW0616;SPC VA S     - 1,156,560.    3,456,080.      MT  (+/- 180 meters Scaled)
 GW0616
 GW0616                          SUPERSEDED SURVEY CONTROL
 GW0616
 GW0616  NGVD 29 (??/??/92)  231.170  (m)          758.43   (f) ADJ UNCH    2 0
 GW0616
 GW0616.Superseded values are not recommended for survey control.
 GW0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0616.See file dsdata.txt to determine how the superseded data were derived.
 GW0616
 GW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB763791(NAD 83)
 GW0616_MARKER: DD = SURVEY DISK
 GW0616_SETTING: 0 = UNSPECIFIED SETTING
 GW0616_STAMPING: BC 38 1934
 GW0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0616
 GW0616  HISTORY     - Date     Condition        Report By
 GW0616  HISTORY     - 1934     MONUMENTED       USGS
 GW0616  HISTORY     - 1961     GOOD             NGS
 GW0616
 GW0616                          STATION DESCRIPTION
 GW0616
 GW0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0616'3.3 MI N FROM PINEY RIVER.
 GW0616'THE MARK IS 200 FEET NORTHEAST OF A STORE, 61 FEET WEST OF
 GW0616'HIGHWAY 151, 51 FEET NORTH OF HIGHWAY 676 AND 20 FEET NORTHWEST
 GW0616'OF POWERPOLE NO. 48 1/2.  NOTE-- ROAD CHANGED IN THIS AREA AND
 GW0616'OLD STORE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2591 ***********************************************************************
 GW2591  DESIGNATION -  BC 44
 GW2591  PID         -  GW2591
 GW2591  STATE/COUNTY-  VA/AMHERST
 GW2591  USGS QUAD   -  PINEY RIVER (1984)
 GW2591
 GW2591                         *CURRENT SURVEY CONTROL
 GW2591  ___________________________________________________________________
 GW2591* NAD 83(1993)-  37 41 56.55478(N)    079 06 33.13435(W)     ADJUSTED  
 GW2591* NAVD 88     -       273.9    (meters)     899.     (feet)  VERTCON   
 GW2591  ___________________________________________________________________
 GW2591  X           -     954,724.350 (meters)                     COMP
 GW2591  Y           -  -4,962,105.963 (meters)                     COMP
 GW2591  Z           -   3,879,215.071 (meters)                     COMP
 GW2591  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GW2591  ELLIP HEIGHT-         241.94  (meters)          (05/17/02) GPS OBS
 GW2591  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW2591
 GW2591  HORZ ORDER  -  FIRST
 GW2591  ELLP ORDER  -  FOURTH    CLASS II
 GW2591
 GW2591.The horizontal coordinates were established by GPS observations
 GW2591.and adjusted by the National Geodetic Survey in November 1994..
 GW2591
 GW2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2591
 GW2591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2591
 GW2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2591
 GW2591.The ellipsoidal height was determined by GPS observations
 GW2591.and is referenced to NAD 83.
 GW2591
 GW2591.The geoid height was determined by GEOID03.
 GW2591
 GW2591;                    North         East     Units Scale Factor Converg.
 GW2591;SPC VA S     - 1,151,735.130 3,446,276.592   MT  0.99996210   -0 22 11.1
 GW2591;SPC VA S     - 3,778,651.01 11,306,659.12   sFT  0.99996210   -0 22 11.1
 GW2591;UTM  17      - 4,174,106.354   666,690.669   MT  0.99994225   +1 09 23.5
 GW2591
 GW2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2591!SPC VA S     -   0.99996204  x   0.99996210  =   0.99992414
 GW2591!UTM  17      -   0.99996204  x   0.99994225  =   0.99990429
 GW2591
 GW2591                          SUPERSEDED SURVEY CONTROL
 GW2591
 GW2591  ELLIP H (11/14/94)  242.01   (m)                       GP(       ) 4 2
 GW2591  NAD 83(1986)-  37 41 56.55923(N)    079 06 33.14577(W) AD(       ) 1
 GW2591  NGVD 29 (07/01/93)  274.1    (m)          899.     (f) GPS OBS        
 GW2591
 GW2591.Superseded values are not recommended for survey control.
 GW2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2591.See file dsdata.txt to determine how the superseded data were derived.
 GW2591
 GW2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6669174106(NAD 83)
 GW2591_MARKER: DB = BENCH MARK DISK
 GW2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2591_SP_SET: CONCRETE POST
 GW2591_STAMPING: BC 44 1934
 GW2591_MARK LOGO: USGS  
 GW2591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2591+STABILITY: SURFACE MOTION
 GW2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2591+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 GW2591
 GW2591  HISTORY     - Date     Condition        Report By
 GW2591  HISTORY     - 1934     MONUMENTED       USGS
 GW2591  HISTORY     - 19920213 GOOD             MSI
 GW2591
 GW2591                          STATION DESCRIPTION
 GW2591
 GW2591'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2591'THS STATION IS LOCATED IN AMHERST COUNTY, VIRGINIA, APPROXIMATELY 7.5
 GW2591'MI (12.1 KM) NORTHWEST OF THE TOWN OF AMHERST
 GW2591'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND S.R. 778,
 GW2591'PROCEED NORTH 2.3 MI (3.7 KM) ALONG S.R. 778 TO THE INTERSECTION WITH
 GW2591'S.R. 610. TURN LEFT ONTO S.R. 610 AND TRAVEL EAST 0.3 MI (0.5 KM) TO
 GW2591'THE INTERSECTION WITH S.R. 625.  TURN RIGHT ONTO S.R. 625 AND PROCEED
 GW2591'2.2 MI (3.5 KM) NORTH TO THE INTERSECTION WITH S.R. 627 WEST AND
 GW2591'STATION ON NORTH SIDE OF INTERSECTION.
 GW2591'THE STATION IS A USGS BENCHMARK DISK SET IN THE TOP OF A CONCRETE
 GW2591'MONUMENT APPROXIMATELY 4 INCHES ABOVE THE GROUND SURFACE, STAMPED BC
 GW2591'44 1934.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF A WITNESS POST,
 GW2591'9.3 FT (2.8 M) SOUTHEAST OF A FENCELINE, 22.3 FT (6.8 M) WEST OF THE
 GW2591'CENTERLINE OF S.R. 625, AND 52.5 FT (16.0 M) NORTH OF THE CENTERLINE
 GW2591'OF S.R. 627.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2592 ***********************************************************************
 GW2592  DESIGNATION -  BC 46
 GW2592  PID         -  GW2592
 GW2592  STATE/COUNTY-  VA/FRANKLIN
 GW2592  USGS QUAD   -  MONETA SW (1985)
 GW2592
 GW2592                         *CURRENT SURVEY CONTROL
 GW2592  ___________________________________________________________________
 GW2592* NAD 83(1993)-  37 07 10.68587(N)    079 43 05.93247(W)     ADJUSTED  
 GW2592* NAVD 88     -       309.4    (meters)    1015.     (feet)  VERTCON   
 GW2592  ___________________________________________________________________
 GW2592  X           -     908,897.382 (meters)                     COMP
 GW2592  Y           -  -5,010,442.729 (meters)                     COMP
 GW2592  Z           -   3,828,155.483 (meters)                     COMP
 GW2592  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GW2592  ELLIP HEIGHT-         277.12  (meters)          (05/17/02) GPS OBS
 GW2592  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW2592
 GW2592  HORZ ORDER  -  FIRST
 GW2592  ELLP ORDER  -  FOURTH    CLASS II
 GW2592
 GW2592.The horizontal coordinates were established by GPS observations
 GW2592.and adjusted by the National Geodetic Survey in September 1995..
 GW2592
 GW2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2592
 GW2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2592
 GW2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2592
 GW2592.The ellipsoidal height was determined by GPS observations
 GW2592.and is referenced to NAD 83.
 GW2592
 GW2592.The geoid height was determined by GEOID03.
 GW2592
 GW2592;                    North         East     Units Scale Factor Converg.
 GW2592;SPC VA S     - 1,087,957.833 3,391,733.829   MT  0.99995471   -0 44 21.9
 GW2592;SPC VA S     - 3,569,408.32 11,127,713.40   sFT  0.99995471   -0 44 21.9
 GW2592;UTM  17      - 4,108,912.629   613,863.018   MT  0.99975971   +0 46 24.8
 GW2592
 GW2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2592!SPC VA S     -   0.99995651  x   0.99995471  =   0.99991123
 GW2592!UTM  17      -   0.99995651  x   0.99975971  =   0.99971623
 GW2592
 GW2592                          SUPERSEDED SURVEY CONTROL
 GW2592
 GW2592  ELLIP H (09/08/95)  277.19   (m)                       GP(       ) 4 2
 GW2592  NAD 83(1986)-  37 07 10.69026(N)    079 43 05.94509(W) AD(       ) 1
 GW2592  NGVD 29 (07/01/93)  309.6    (m)         1016.     (f) GPS OBS        
 GW2592
 GW2592.Superseded values are not recommended for survey control.
 GW2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2592.See file dsdata.txt to determine how the superseded data were derived.
 GW2592
 GW2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1386308913(NAD 83)
 GW2592_MARKER: DB = BENCH MARK DISK
 GW2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2592_SP_SET: CONCRETE POST
 GW2592_STAMPING: BC 46 1947
 GW2592_MARK LOGO: USGS  
 GW2592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2592+STABILITY: SURFACE MOTION
 GW2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2592+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1992
 GW2592
 GW2592  HISTORY     - Date     Condition        Report By
 GW2592  HISTORY     - 1947     MONUMENTED       USGS
 GW2592  HISTORY     - 19920215 GOOD             MSI
 GW2592
 GW2592                          STATION DESCRIPTION
 GW2592
 GW2592'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2592'THE STATION IS LOCATED IN FRANKLIN COUNTY, VIRGINIA, APPROXIMATELY 6
 GW2592'MI (9.7 KM) EAST OF THE TOWN OF BURNT CHIMNEY.
 GW2592'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 116 AND S.R. 122 IN
 GW2592'BURNT CHIMNEY, PROCEED EAST ALONG S.R. 122 TO THE INTERSECTION WITH
 GW2592'S.R.616 AND THE STATION ON THE RIGHT OPPOSITE THE INTERSECTION.
 GW2592'THE STATION IS A STANDARD USGS BENCHMARK DISK SET IN THE TOP OF A
 GW2592'CONCRETE MONUMENT APPROXIMATELY 4 INCHES ABOVE THE GROUND SURFACE,
 GW2592'STAMPED BC 46 1947.  THE STATION IS LOCATED 10.2 FT (3.1 M) SOUTHEAST
 GW2592'OF A SIGNPOST FOR S.R. 122, 28.8 FT (8.8 M) SOUTH OF THE INTERSECTION
 GW2592'OF THE CENTERLINES OF S.R. 122 AND S.R 616, 24.0 FT (7.3 M) NORTHWEST
 GW2592'OF A FENCE CORNER POST, AND 50.5 FT (15.4 M) EAST OF A TELEPHONE
 GW2592'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2593 ***********************************************************************
 GW2593  DESIGNATION -  BC 53
 GW2593  PID         -  GW2593
 GW2593  STATE/COUNTY-  VA/FRANKLIN
 GW2593  USGS QUAD   -  MONETA SW (1985)
 GW2593
 GW2593                         *CURRENT SURVEY CONTROL
 GW2593  ___________________________________________________________________
 GW2593* NAD 83(1993)-  37 05 42.56385(N)    079 38 18.31714(W)     ADJUSTED  
 GW2593* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 GW2593  ___________________________________________________________________
 GW2593  X           -     916,169.843 (meters)                     COMP
 GW2593  Y           -  -5,010,739.031 (meters)                     COMP
 GW2593  Z           -   3,825,955.249 (meters)                     COMP
 GW2593  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GW2593  ELLIP HEIGHT-         221.35  (meters)          (05/17/02) GPS OBS
 GW2593  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW2593
 GW2593  HORZ ORDER  -  FIRST
 GW2593  ELLP ORDER  -  FOURTH    CLASS II
 GW2593
 GW2593.The horizontal coordinates were established by GPS observations
 GW2593.and adjusted by the National Geodetic Survey in September 1995..
 GW2593
 GW2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2593
 GW2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2593
 GW2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2593
 GW2593.The ellipsoidal height was determined by GPS observations
 GW2593.and is referenced to NAD 83.
 GW2593
 GW2593.The geoid height was determined by GEOID03.
 GW2593
 GW2593;                    North         East     Units Scale Factor Converg.
 GW2593;SPC VA S     - 1,085,152.932 3,398,800.463   MT  0.99995663   -0 41 27.4
 GW2593;SPC VA S     - 3,560,205.91 11,150,897.85   sFT  0.99995663   -0 41 27.4
 GW2593;UTM  17      - 4,106,295.731   620,999.904   MT  0.99978036   +0 49 16.8
 GW2593
 GW2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2593!SPC VA S     -   0.99996526  x   0.99995663  =   0.99992190
 GW2593!UTM  17      -   0.99996526  x   0.99978036  =   0.99974563
 GW2593
 GW2593                          SUPERSEDED SURVEY CONTROL
 GW2593
 GW2593  ELLIP H (09/08/95)  221.42   (m)                       GP(       ) 4 2
 GW2593  NAD 83(1986)-  37 05 42.56915(N)    079 38 18.32980(W) AD(       ) 1
 GW2593  NGVD 29 (07/01/93)  253.7    (m)          832.     (f) GPS OBS        
 GW2593
 GW2593.Superseded values are not recommended for survey control.
 GW2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2593.See file dsdata.txt to determine how the superseded data were derived.
 GW2593
 GW2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2100006296(NAD 83)
 GW2593_MARKER: DB = BENCH MARK DISK
 GW2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2593_SP_SET: CONCRETE POST
 GW2593_STAMPING: BC 53 1947
 GW2593_MARK LOGO: USGS  
 GW2593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2593+STABILITY: SURFACE MOTION
 GW2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2593+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1992
 GW2593
 GW2593  HISTORY     - Date     Condition        Report By
 GW2593  HISTORY     - 1947     MONUMENTED       USGS
 GW2593  HISTORY     - 19920215 SEE DESCRIPTION  MSI
 GW2593
 GW2593                          STATION DESCRIPTION
 GW2593
 GW2593'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2593'THE STATION IS LOCATED IN FRANKLIN COUNTY, VIRGINIA, APPROXIMATELY 1.6
 GW2593'MI (2.6 KM) NORTH OF THE TOWN SCRUGGS.
 GW2593'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 616
 GW2593'SOUTH, PROCEED SOUTHEAST ALONG S.R. 616 TO THE INTERSECTION WITH
 GW2593'S.R.942.  TURN LEFT AND TRAVEL 1.9 MI (3.1 KM) NORTHEAST ALONG S.R.
 GW2593'942 TO THE STATION ON THE LEFT.
 GW2593'THE STATION IS A STANDARD USGS BENCHMARK DISK SET IN THE TOP OF A
 GW2593'SLIGHTLY TILTED CONCRETE MONUMENT, APPROXIMATELY 14 INCHES ABOVE THE
 GW2593'GROUND SURFACE, STAMPED BC 53 1947.  THE STATION IS LOCATED 22.5 FT
 GW2593'(6.9 M) NORTH OF THE CENTERLINE OF S.R. 942, 49.0 FT (14.9 M) NORTH
 GW2593'OF A TELEPHONE PEDESTAL, 58.9 FT (18.0 M) EAST OF A TELEPHONE
 GW2593'PEDESTAL, AND 83.5 FT (25.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GW2593'HOUSE UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1670 ***********************************************************************
 GW1670  DESIGNATION -  BC 6
 GW1670  PID         -  GW1670
 GW1670  STATE/COUNTY-  VA/ALLEGHANY
 GW1670  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1670
 GW1670                         *CURRENT SURVEY CONTROL
 GW1670  ___________________________________________________________________
 GW1670* NAD 83(1986)-  37 49 38.     (N)    079 45 37.     (W)     SCALED    
 GW1670* NAVD 88     -       356.407  (meters)    1169.31   (feet)  ADJUSTED  
 GW1670  ___________________________________________________________________
 GW1670  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW1670  DYNAMIC HT  -         356.129 (meters)    1168.40  (feet)  COMP
 GW1670  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 GW1670
 GW1670  VERT ORDER  -  SECOND    CLASS 0
 GW1670
 GW1670.The horizontal coordinates were scaled from a topographic map and have
 GW1670.an estimated accuracy of +/- 6 seconds.
 GW1670
 GW1670.The orthometric height was determined by differential leveling
 GW1670.and adjusted by the National Geodetic Survey in June 1991..
 GW1670
 GW1670.The geoid height was determined by GEOID03.
 GW1670
 GW1670.The dynamic height is computed by dividing the NAVD 88
 GW1670.geopotential number by the normal gravity value computed on the
 GW1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1670.degrees latitude (g = 980.6199 gals.).
 GW1670
 GW1670.The modeled gravity was interpolated from observed gravity values.
 GW1670
 GW1670;                    North         East    Units  Estimated Accuracy
 GW1670;SPC VA S     - 1,166,530.    3,389,050.      MT  (+/- 180 meters Scaled)
 GW1670
 GW1670                          SUPERSEDED SURVEY CONTROL
 GW1670
 GW1670  NGVD 29 (??/??/92)  356.600  (m)         1169.95   (f) ADJ UNCH    2 0
 GW1670
 GW1670.Superseded values are not recommended for survey control.
 GW1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1670.See file dsdata.txt to determine how the superseded data were derived.
 GW1670
 GW1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB091873(NAD 83)
 GW1670_MARKER: DD = SURVEY DISK
 GW1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1670_SP_SET: STEP
 GW1670_STAMPING: 1170 BC 6 1944
 GW1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1670
 GW1670  HISTORY     - Date     Condition        Report By
 GW1670  HISTORY     - 1944     MONUMENTED       USGS
 GW1670  HISTORY     - 1958     GOOD             NGS
 GW1670
 GW1670                          STATION DESCRIPTION
 GW1670
 GW1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1670'3.9 MI E FROM CLIFTON FORGE.
 GW1670'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1670'AT CLIFTON FORGE, 0.2 MILE SOUTHEAST OF THE JUNCTION OF STATE
 GW1670'HIGHWAY 42 LEADING NORTH, ON TOP OF THE LOWER CONCRETE STEP
 GW1670'AT THE EAST ENTRANCE TO THE CENTRAL ADVENT CHRISTIAN CHURCH,
 GW1670'14.4 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 3.3
 GW1670'FEET NORTH OF THE NORTH FACE OF THE BUILDING AND 6 FEET NORTH
 GW1670'EAST OF THE CENTER OF THE DOOR AT ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1038 ***********************************************************************
 GW1038  DESIGNATION -  BC 69
 GW1038  PID         -  GW1038
 GW1038  STATE/COUNTY-  VA/AMHERST
 GW1038  USGS QUAD   -  FORKS OF BUFFALO (1982)
 GW1038
 GW1038                         *CURRENT SURVEY CONTROL
 GW1038  ___________________________________________________________________
 GW1038* NAD 83(1986)-  37 40 13.     (N)    079 12 54.     (W)     SCALED    
 GW1038* NAVD 88     -       267.10   (+/-2cm)     876.3    (feet)  VERTCON   
 GW1038  ___________________________________________________________________
 GW1038  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW1038
 GW1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GW1038
 GW1038.The horizontal coordinates were scaled from a topographic map and have
 GW1038.an estimated accuracy of +/- 6 seconds.
 GW1038
 GW1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1038.The vertical order pertains to the NGVD 29 superseded value.
 GW1038
 GW1038.The geoid height was determined by GEOID03.
 GW1038
 GW1038;                    North         East    Units  Estimated Accuracy
 GW1038;SPC VA S     - 1,148,610.    3,436,920.      MT  (+/- 180 meters Scaled)
 GW1038
 GW1038                          SUPERSEDED SURVEY CONTROL
 GW1038
 GW1038  NGVD 29 (??/??/92)  267.303  (m)          876.98   (f) ADJ UNCH    2 0
 GW1038
 GW1038.Superseded values are not recommended for survey control.
 GW1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1038.See file dsdata.txt to determine how the superseded data were derived.
 GW1038
 GW1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB574707(NAD 83)
 GW1038_MARKER: DD = SURVEY DISK
 GW1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1038_STAMPING: BC 69 1934 ELEV 876.962
 GW1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1038+STABILITY: SURFACE MOTION
 GW1038
 GW1038  HISTORY     - Date     Condition        Report By
 GW1038  HISTORY     - 1934     MONUMENTED       USGS
 GW1038  HISTORY     - 1938     GOOD             NGS
 GW1038
 GW1038                          STATION DESCRIPTION
 GW1038
 GW1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW1038'2.2 MI N FROM ALLWOOD.
 GW1038'2.2 MILES NORTH ALONG COUNTY ROAD 635 FROM ALLWOOD, AMHERST COUNTY,
 GW1038'210 FEET EAST OF THE ENTRANCE TO THE GEORGE WASHINGTON NATIONAL
 GW1038'FOREST, 100 FEET WEST OF THE DOODS STORE, 60 FEET WEST OF THE
 GW1038'CENTER OF THE JUNCTION OF U.S. HIGHWAY 60, 33 FEET NORTH OF THE
 GW1038'CENTERLINE OF THE HIGHWAY, AND 15 FEET WEST OF A FENCE CORNER.  A
 GW1038'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BC 69 1934
 GW1038'ELEV. 876.962 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1667 ***********************************************************************
 GW1667  CBN         -  This is a Cooperative Base Network Control Station.
 GW1667  DESIGNATION -  BC 7
 GW1667  PID         -  GW1667
 GW1667  STATE/COUNTY-  VA/ALLEGHANY
 GW1667  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1667
 GW1667                         *CURRENT SURVEY CONTROL
 GW1667  ___________________________________________________________________
 GW1667* NAD 83(1993)-  37 48 36.88057(N)    079 44 37.11013(W)     ADJUSTED  
 GW1667* NAVD 88     -       338.297  (meters)    1109.90   (feet)  ADJUSTED  
 GW1667  ___________________________________________________________________
 GW1667  X           -     898,384.837 (meters)                     COMP
 GW1667  Y           -  -4,964,986.574 (meters)                     COMP
 GW1667  Z           -   3,889,013.267 (meters)                     COMP
 GW1667  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GW1667  ELLIP HEIGHT-         306.17  (meters)          (07/14/04) GPS OBS
 GW1667  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW1667  DYNAMIC HT  -         338.032 (meters)    1109.03  (feet)  COMP
 GW1667  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 GW1667
 GW1667  HORZ ORDER  -  A
 GW1667  VERT ORDER  -  SECOND    CLASS 0
 GW1667  ELLP ORDER  -  THIRD     CLASS II
 GW1667
 GW1667.The horizontal coordinates were established by GPS observations
 GW1667.and adjusted by the National Geodetic Survey in April 2001..
 GW1667
 GW1667.The orthometric height was determined by differential leveling
 GW1667.and adjusted by the National Geodetic Survey in June 1991..
 GW1667
 GW1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW1667
 GW1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1667
 GW1667.The ellipsoidal height was determined by GPS observations
 GW1667.and is referenced to NAD 83.
 GW1667
 GW1667.The geoid height was determined by GEOID03.
 GW1667
 GW1667.The dynamic height is computed by dividing the NAVD 88
 GW1667.geopotential number by the normal gravity value computed on the
 GW1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1667.degrees latitude (g = 980.6199 gals.).
 GW1667
 GW1667.The modeled gravity was interpolated from observed gravity values.
 GW1667
 GW1667;                    North         East     Units Scale Factor Converg.
 GW1667;SPC VA S     - 1,164,625.183 3,390,492.914   MT  0.99997519   -0 45 17.3
 GW1667;SPC VA S     - 3,820,941.12 11,123,642.17   sFT  0.99997519   -0 45 17.3
 GW1667;UTM  17      - 4,185,504.990   610,590.743   MT  0.99975064   +0 46 13.0
 GW1667
 GW1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1667!SPC VA S     -   0.99995196  x   0.99997519  =   0.99992715
 GW1667!UTM  17      -   0.99995196  x   0.99975064  =   0.99970261
 GW1667
 GW1667                          SUPERSEDED SURVEY CONTROL
 GW1667
 GW1667  ELLIP H (04/23/01)  306.10   (m)                       GP(       ) 4 1
 GW1667  NAVD 88 (04/23/01)  338.30   (m)         1109.9    (f) LEVELING    3  
 GW1667  NGVD 29 (??/??/92)  338.488  (m)         1110.52   (f) ADJ UNCH    2 0
 GW1667
 GW1667.Superseded values are not recommended for survey control.
 GW1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1667.See file dsdata.txt to determine how the superseded data were derived.
 GW1667
 GW1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1059185505(NAD 83)
 GW1667_MARKER: DD = SURVEY DISK
 GW1667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1667_SP_SET: BASE
 GW1667_STAMPING: 1111 BC 7 1944
 GW1667_MARK LOGO: USGS  
 GW1667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1667+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 GW1667
 GW1667  HISTORY     - Date     Condition        Report By
 GW1667  HISTORY     - 1944     MONUMENTED       USGS
 GW1667  HISTORY     - 1958     GOOD             NGS
 GW1667  HISTORY     - 20000222 GOOD             NGS
 GW1667  HISTORY     - 20000223 GOOD             VADHT
 GW1667
 GW1667                          STATION DESCRIPTION
 GW1667
 GW1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1667'5.5 MI E FROM CLIFTON FORGE.
 GW1667'ABOUT 5.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1667'AT CLIFTON FORGE, NEAR THE JUNCTION OF COUNTY ROAD NO. 633,
 GW1667'ON TOP AND NEAR THE NORTHWEST CORNER OF THE CONCRETE BASE
 GW1667'SUPPORTING THE FLAGPOLE OF THE SHARON SCHOOL, 37 YARDS WEST OF
 GW1667'THE CENTER LINE OF THE HIGHWAY, 57.8 FEET NORTHEAST OF THE
 GW1667'SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 6 INCHES ABOVE
 GW1667'THE GROUND.
 GW1667
 GW1667                          STATION RECOVERY (2000)
 GW1667
 GW1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (SG)
 GW1667'THE STATION IS LOCATED IN ALLEGHANY COUNTY ABOUT 5.34 MILES (8.59 KM)
 GW1667'EAST ALONG U.S.ROUTE 60, STATE RTE 632 AND RTE 269 FROM CITY HALL AT
 GW1667'CLIFTON FORGE.  OWNERSHIP - ALLEGHANY COUNTY SCHOOL BOARD TO REACH THE
 GW1667'STATION FROM CLIFTON FORGE,TRAVEL ABOUT 5.5 MILES (8.9 KM) EAST ALONG
 GW1667'U.S HIGHWAY 60 FROM THE CITY HALL AT CLIFTON FORGE LOCATED NEAR THE
 GW1667'JUNCTION OF COUNTY ROAD NO.633 AND RTE 269 NEAR THE ORIGINAL SHARON
 GW1667'SCHOOL.  THE STATION IS LOCATED AT THE MEMORIAL WHERE THE FLAG POLE
 GW1667'WAS AT THE SCHOOL.  TIES ARE AS FOLLOWS - THE STATION IS A DISK
 GW1667'LOCATED IN A 5FT.BY 5FT.  CONCRETE BASE AT THE JAYNE RUCKER MEMORIAL
 GW1667'(FORMERLY THE FLAG POLE OF THE ORIGINAL SHARON SCHOOL - THE SCHOOL IS
 GW1667'NOW GONE) .THE STATION IS 211 FT (64.3 M) EAST OF THE NORTHEAST CORNER
 GW1667'OF THE NEW SHARON SCHOOL, 58 FT.  (17.7 M) NORTHWEST OF CFW POLE
 GW1667'NO.206, 75.5 FT.  (23.0 M) WEST OF THE CENTER OF RTE 633, 85 FT (25.9
 GW1667'M) SOUTHWEST OF THE CENTER OF RTE 9876 (THE NORTHERN ENTRANCE TO
 GW1667'SHARON SCHOOL) AND 6 INCHES ABOVE GROUND.
 GW1667
 GW1667                          STATION RECOVERY (2000)
 GW1667
 GW1667'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2000 (JWC)
 GW1667'RECOVERED AS DESCRIBED.
 GW1667'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1663 ***********************************************************************
 GW1663  DESIGNATION -  BC 8
 GW1663  PID         -  GW1663
 GW1663  STATE/COUNTY-  VA/ALLEGHANY
 GW1663  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1663
 GW1663                         *CURRENT SURVEY CONTROL
 GW1663  ___________________________________________________________________
 GW1663* NAD 83(1986)-  37 47 39.     (N)    079 42 43.     (W)     SCALED    
 GW1663* NAVD 88     -       358.315  (meters)    1175.57   (feet)  ADJUSTED  
 GW1663  ___________________________________________________________________
 GW1663  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW1663  DYNAMIC HT  -         358.031 (meters)    1174.64  (feet)  COMP
 GW1663  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 GW1663
 GW1663  VERT ORDER  -  SECOND    CLASS 0
 GW1663
 GW1663.The horizontal coordinates were scaled from a topographic map and have
 GW1663.an estimated accuracy of +/- 6 seconds.
 GW1663
 GW1663.The orthometric height was determined by differential leveling
 GW1663.and adjusted by the National Geodetic Survey in June 1991..
 GW1663
 GW1663.The geoid height was determined by GEOID03.
 GW1663
 GW1663.The dynamic height is computed by dividing the NAVD 88
 GW1663.geopotential number by the normal gravity value computed on the
 GW1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1663.degrees latitude (g = 980.6199 gals.).
 GW1663
 GW1663.The modeled gravity was interpolated from observed gravity values.
 GW1663
 GW1663;                    North         East    Units  Estimated Accuracy
 GW1663;SPC VA S     - 1,162,810.    3,393,260.      MT  (+/- 180 meters Scaled)
 GW1663
 GW1663                          SUPERSEDED SURVEY CONTROL
 GW1663
 GW1663  NGVD 29 (??/??/92)  358.498  (m)         1176.17   (f) ADJ UNCH    2 0
 GW1663
 GW1663.Superseded values are not recommended for survey control.
 GW1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1663.See file dsdata.txt to determine how the superseded data were derived.
 GW1663
 GW1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB134837(NAD 83)
 GW1663_MARKER: DD = SURVEY DISK
 GW1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1663_SP_SET: STEP
 GW1663_STAMPING: BC 8 1944 1176
 GW1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1663
 GW1663  HISTORY     - Date     Condition        Report By
 GW1663  HISTORY     - 1944     MONUMENTED       USGS
 GW1663  HISTORY     - 1958     GOOD             NGS
 GW1663
 GW1663                          STATION DESCRIPTION
 GW1663
 GW1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1663'7.7 MI SE FROM CLIFTON FORGE.
 GW1663'ABOUT 7.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1663'HALL AT CLIFTON FORGE, ON TOP OF THE WEST END OF THE TOP
 GW1663'CONCRETE STEP LEADING TO THE RESIDENCE OF MR. H.H. WILSON,
 GW1663'27 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET
 GW1663'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2097 ***********************************************************************
 GX2097  DESIGNATION -  BC 9
 GX2097  PID         -  GX2097
 GX2097  STATE/COUNTY-  VA/BUCHANAN
 GX2097  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX2097
 GX2097                         *CURRENT SURVEY CONTROL
 GX2097  ___________________________________________________________________
 GX2097* NAD 83(1986)-  37 12 08.     (N)    081 59 02.     (W)     SCALED    
 GX2097* NAVD 88     -       429.204  (meters)    1408.15   (feet)  ADJUSTED  
 GX2097  ___________________________________________________________________
 GX2097  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX2097  DYNAMIC HT  -         428.844 (meters)    1406.97  (feet)  COMP
 GX2097  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GX2097
 GX2097  VERT ORDER  -  SECOND    CLASS 0
 GX2097
 GX2097.The horizontal coordinates were scaled from a topographic map and have
 GX2097.an estimated accuracy of +/- 6 seconds.
 GX2097
 GX2097.The orthometric height was determined by differential leveling
 GX2097.and adjusted by the National Geodetic Survey in June 1991..
 GX2097
 GX2097.The geoid height was determined by GEOID03.
 GX2097
 GX2097.The dynamic height is computed by dividing the NAVD 88
 GX2097.geopotential number by the normal gravity value computed on the
 GX2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2097.degrees latitude (g = 980.6199 gals.).
 GX2097
 GX2097.The modeled gravity was interpolated from observed gravity values.
 GX2097
 GX2097;                    North         East    Units  Estimated Accuracy
 GX2097;SPC VA S     - 1,102,130.    3,190,800.      MT  (+/- 180 meters Scaled)
 GX2097
 GX2097                          SUPERSEDED SURVEY CONTROL
 GX2097
 GX2097  NGVD 29 (??/??/92)  429.378  (m)         1408.72   (f) ADJ UNCH    2 0
 GX2097
 GX2097.Superseded values are not recommended for survey control.
 GX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2097.See file dsdata.txt to determine how the superseded data were derived.
 GX2097
 GX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB126177(NAD 83)
 GX2097_MARKER: DD = SURVEY DISK
 GX2097_SETTING: 66 = SET IN ROCK OUTCROP
 GX2097_SP_SET: SET IN ROCK OUTCROP
 GX2097_STAMPING: BC 9 1946
 GX2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2097+STABILITY: POSITION/ELEVATION WELL
 GX2097
 GX2097  HISTORY     - Date     Condition        Report By
 GX2097  HISTORY     - 1946     MONUMENTED       USGS
 GX2097  HISTORY     - 1963     GOOD             NGS
 GX2097
 GX2097                          STATION DESCRIPTION
 GX2097
 GX2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GX2097'AT KEEN MOUNTAIN.
 GX2097'AT KEEN MOUNTAIN SET IN THE TOP OF A LARGE BOULDER, 120.0 FEET
 GX2097'NORTHWEST OF NORTHWEST CORNER OF POST OFFICE, 27.7 FEET SOUTH
 GX2097'OF CENTERLINE OF HIGHWAY, 27.2 FEET NORTH OF APPROXIMATE CENTER
 GX2097'OF CO. RD. 11Q1, 12.7 FEET SOUTHEAST OF A CULVERT AND IS ABOUT
 GX2097'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1659 ***********************************************************************
 GW1659  DESIGNATION -  BC 9
 GW1659  PID         -  GW1659
 GW1659  STATE/COUNTY-  VA/ALLEGHANY
 GW1659  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1659
 GW1659                         *CURRENT SURVEY CONTROL
 GW1659  ___________________________________________________________________
 GW1659* NAD 83(1993)-  37 48 36.99873(N)    079 40 54.25247(W)     ADJUSTED  
 GW1659* NAVD 88     -       404.743  (meters)    1327.89   (feet)  ADJUSTED  
 GW1659  ___________________________________________________________________
 GW1659  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 GW1659  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW1659  DYNAMIC HT  -         404.422 (meters)    1326.84  (feet)  COMP
 GW1659  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 GW1659
 GW1659  HORZ ORDER  -  SECOND
 GW1659  VERT ORDER  -  SECOND    CLASS 0
 GW1659
 GW1659.The horizontal coordinates were established by classical geodetic methods
 GW1659.and adjusted by the National Geodetic Survey in November 1994..
 GW1659
 GW1659.The orthometric height was determined by differential leveling
 GW1659.and adjusted by the National Geodetic Survey in June 1991..
 GW1659
 GW1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1659
 GW1659.The geoid height was determined by GEOID03.
 GW1659
 GW1659.The dynamic height is computed by dividing the NAVD 88
 GW1659.geopotential number by the normal gravity value computed on the
 GW1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1659.degrees latitude (g = 980.6199 gals.).
 GW1659
 GW1659.The modeled gravity was interpolated from observed gravity values.
 GW1659
 GW1659;                    North         East     Units Scale Factor Converg.
 GW1659;SPC VA S     - 1,164,558.803 3,395,943.615   MT  0.99997520   -0 43 02.0
 GW1659;SPC VA S     - 3,820,723.34 11,141,525.01   sFT  0.99997520   -0 43 02.0
 GW1659;SPC VA N     - 2,016,610.412 3,395,936.315   MT  1.00004685   -0 44 15.2
 GW1659;SPC VA N     - 6,616,162.66 11,141,501.06   sFT  1.00004685   -0 44 15.2
 GW1659;UTM  17      - 4,185,583.703   616,040.097   MT  0.99976585   +0 48 29.7
 GW1659
 GW1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1659!SPC VA S     -   0.99994153  x   0.99997520  =   0.99991673
 GW1659!SPC VA N     -   0.99994153  x   1.00004685  =   0.99998838
 GW1659!UTM  17      -   0.99994153  x   0.99976585  =   0.99970739
 GW1659
 GW1659                          SUPERSEDED SURVEY CONTROL
 GW1659
 GW1659  NAD 83(1986)-  37 48 36.99813(N)    079 40 54.26723(W) AD(       ) 2
 GW1659  NAD 27      -  37 48 36.52870(N)    079 40 55.10110(W) AD(       ) 2
 GW1659  NGVD 29 (??/??/92)  404.919  (m)         1328.47   (f) ADJ UNCH    2 0
 GW1659
 GW1659.Superseded values are not recommended for survey control.
 GW1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1659.See file dsdata.txt to determine how the superseded data were derived.
 GW1659
 GW1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1604085584(NAD 83)
 GW1659_MARKER: DD = SURVEY DISK
 GW1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1659_SP_SET: STEP
 GW1659_STAMPING: BC 9 1944 1329
 GW1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1659
 GW1659  HISTORY     - Date     Condition        Report By
 GW1659  HISTORY     - 1957     MONUMENTED       USGS
 GW1659  HISTORY     - 1958     GOOD             NGS
 GW1659
 GW1659                          STATION DESCRIPTION
 GW1659
 GW1659'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (JCC)
 GW1659'THE STATION IS LOCATED ALONG THE RIGHT OF WAY OF U.S. HIGHWAY
 GW1659'60, ABOUT 9 MILES EAST OF CLIFTON FORGE, ABOUT 0.2 MILE EAST
 GW1659'OF THE ABANDONED LONG DALE FURNACE AND ACROSS THE HIGHWAY FROM
 GW1659'THE LUCY SELINA MOTEL.  IT IS 280 FEET WEST FROM THE JUNCTION
 GW1659'WITH STATE HIGHWAY 251, 20 FEET NORTH OF THE CENTERLINE OF
 GW1659'THE HIGHWAY, IN EAST END OF TOP CONCRETE STEP OF ENTRANCE TO
 GW1659'LAWN AT RESIDENCE.
 GW1659'
 GW1659'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GW1659'HIGHWAY 42, ABOUT 3.5 MILES EAST OF CLIFTON FORGE--GO EAST ON
 GW1659'U.S. HIGHWAY 60 FOR 5.7 MILES TO THE LUCY SELINA MOTEL ON
 GW1659'RIGHT AND STATION ON LEFT.
 GW1659'
 GW1659'MARK IS A STANDARD TABLET STAMPED B C 9 1944.
 GW1659
 GW1659                          STATION RECOVERY (1958)
 GW1659
 GW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1659'9.8 MI SE FROM CLIFTON FORGE.
 GW1659'ABOUT 9.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1659'HALL AT CLIFTON FORGE, AT LONGDALE FURNACE, ACROSS THE HIGHWAY
 GW1659'FROM THE LUCY SELINA MOTEL, ON TOP OF THE SOUTHEAST END OF
 GW1659'THE TOP CONCRETE STEP LEADING TO A GARDEN AND A RESIDENCE, 90
 GW1659'YARDS SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 60 AND COUNTY
 GW1659'ROAD NO. 770 LEADING NORTH-NORTHEAST TO THE TOP OF NORTH MOUNTAIN,
 GW1659'17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 GW1659'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2793 ***********************************************************************
 AI2793  FBN         -  This is a Federal Base Network Control Station.
 AI2793  PACS        -  This is a Primary Airport Control Station.
 AI2793  DESIGNATION -  BCB A
 AI2793  PID         -  AI2793
 AI2793  STATE/COUNTY-  VA/MONTGOMERY
 AI2793  USGS QUAD   -  BLACKSBURG (1983)
 AI2793
 AI2793                         *CURRENT SURVEY CONTROL
 AI2793  ___________________________________________________________________
 AI2793* NAD 83(1993)-  37 12 42.48977(N)    080 24 57.54939(W)     ADJUSTED  
 AI2793* NAVD 88     -       646.86   (meters)    2122.2    (feet)  GPS OBS   
 AI2793  ___________________________________________________________________
 AI2793  X           -     846,836.947 (meters)                     COMP
 AI2793  Y           -  -5,015,310.157 (meters)                     COMP
 AI2793  Z           -   3,836,511.432 (meters)                     COMP
 AI2793  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AI2793  ELLIP HEIGHT-         614.96  (meters)          (07/14/04) GPS OBS
 AI2793  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AI2793
 AI2793  HORZ ORDER  -  B
 AI2793  ELLP ORDER  -  THIRD     CLASS II
 AI2793
 AI2793.This mark is at Virginia Tech Airport (BCB)
 AI2793
 AI2793.The horizontal coordinates were established by GPS observations
 AI2793.and adjusted by the National Geodetic Survey in November 1999..
 AI2793
 AI2793.The orthometric height was determined by GPS observations and a
 AI2793.high-resolution geoid model.
 AI2793
 AI2793.GPS derived orthometric heights for airport stations designated as
 AI2793.PACS or SACS are published to 2 decimal places.  This maintains
 AI2793.centimeter relative accuracy between the PACS and SACS.  It does
 AI2793.not indicate centimeter accuracy relative to other marks which are
 AI2793.part of the NAVD 88 network.
 AI2793
 AI2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2793
 AI2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2793
 AI2793.The ellipsoidal height was determined by GPS observations
 AI2793.and is referenced to NAD 83.
 AI2793
 AI2793.The geoid height was determined by GEOID03.
 AI2793
 AI2793;                    North         East     Units Scale Factor Converg.
 AI2793;SPC VA S     - 1,099,213.275 3,329,949.434   MT  0.99994907   -1 09 46.3
 AI2793;SPC VA S     - 3,606,335.55 10,925,009.10   sFT  0.99994907   -1 09 46.3
 AI2793;UTM  17      - 4,118,528.473   551,819.031   MT  0.99963308   +0 21 11.5
 AI2793
 AI2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2793!SPC VA S     -   0.99990350  x   0.99994907  =   0.99985258
 AI2793!UTM  17      -   0.99990350  x   0.99963308  =   0.99953662
 AI2793
 AI2793                          SUPERSEDED SURVEY CONTROL
 AI2793
 AI2793  ELLIP H (08/14/01)  614.96   (m)                       GP(       ) 4 1
 AI2793  ELLIP H (11/29/99)  615.01   (m)                       GP(       ) 1 1
 AI2793
 AI2793.Superseded values are not recommended for survey control.
 AI2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2793.See file dsdata.txt to determine how the superseded data were derived.
 AI2793
 AI2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5181918528(NAD 83)
 AI2793_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2793_SETTING: 66 = SET IN ROCK OUTCROP
 AI2793_STAMPING: BCB A 1998
 AI2793_MARK LOGO: NGS   
 AI2793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2793+STABILITY: POSITION/ELEVATION WELL
 AI2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2793+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 AI2793
 AI2793  HISTORY     - Date     Condition        Report By
 AI2793  HISTORY     - 1998     MONUMENTED       NGS
 AI2793  HISTORY     - 20000114 GOOD             NGS
 AI2793  HISTORY     - 20010420 GOOD             NGS
 AI2793
 AI2793                          STATION DESCRIPTION
 AI2793
 AI2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI2793'THE STATION IS LOCATED IN BLACKSBURG AT THE BLACKSBURG/VIRGINIA TECH
 AI2793'AIRPORT.  ABOUT 0.13 KM (0.10 MI) NORTH-NORTHWEST OF THE NORTHWEST
 AI2793'CORNER OF RUNWAY END 12.  JUST SOUTH-SOUTHWEST OF A LONG HILL RUNNING
 AI2793'NORTHWEST-SOUTHEAST, JUST WEST-SOUTHWEST OF A 3-FOOT ROUND STEEL
 AI2793'MANHOLE COVER WITH A LARGE RED E PAINTED ON IT AND PAINTED ORANGE. SET
 AI2793'IN TOP OF A 2 X 4-FOOT AREA OF MARBLE ROCK OUTCROP PROJECTING ABOUT
 AI2793'5-CM ABOVE THE GROUND SURFACE.  OWNERSHIP--STATE OF VIRGINIA, VIRGINIA
 AI2793'POLYTECHNIC INSTITUTE AND STATE UNIVERSITY, C/O AIRPORT MANAGER GENE
 AI2793'REED, 1600 RAMBLE ROAD, BLACKSBURG, VA.  24060.  PHONE 540-231-4444 OR
 AI2793'FAX 540-231-7805.  --NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL WITH
 AI2793'INTENTIONS.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 AI2793'460 BYPASS AND 460 BUSINESS ROUTE (SOUTH MAIN STREET) , ON THE SOUTH
 AI2793'SIDE OF BLACKSBURG, GO NORTHEAST FOR 0.6 KM (0.35 MI) ON BUSINESS
 AI2793'ROUTE 460 WEST TO THE INTERSECTION OF INDUSTRIAL PARK BOULEVARD.  TURN
 AI2793'LEFT, NORTHWEST, FOR 0.1 KM (0.05 MI) ON THE BOULEVARD TO THE JUNCTION
 AI2793'OF RAMBLE ROAD.  TURN RIGHT, NORTH, FOR 0.75 KM (0.45 MI) ON RAMBLE
 AI2793'ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, FOR
 AI2793'ABOUT 45.0 M (147.6 FT) ON THE PAVED DRIVE TO THE AIRPORT TERMINAL ON
 AI2793'THE RIGHT AND A CHAIN-LINK GATE ON THE NORTHWEST SIDE OF THE BUILDING.
 AI2793'PASS THROUGH THE GATE, NORTH, FOR 0.08 KM (0.05 MI) ACROSS APRON AND
 AI2793'OLD CLOSED RUNWAY TO A PARALLEL S SHAPED TAXI ON THE LEFT.  TURN LEFT,
 AI2793'WESTERLY, FOR 0.51 KM (0.30 MI) ALONG THE TAXI TO TAXI/RAMP A AT THE
 AI2793'WEST-NORTHWEST END OF RUNWAY 12.  TURN RIGHT, NORTH-NORTHEAST FOR 0.13
 AI2793'KM (0.10 MI) ON TAXI/RAMP A AND CROSSING RUNWAY END 12 AND ON THE
 AI2793'GRASS TO THE SOUTHEAST END OF THE HILL.  BEAR LEFT, NORTHWEST, FOR
 AI2793'0.08 KM (0.05 MI) ALONG THE BOTTOM OF THE HILL TO THE STATION ON THE
 AI2793'LEFT, JUST WEST-SOUTHWEST OF THE MANHOLE COVER.  STATION IS 101.6 M
 AI2793'(333.3 FT) NORTH OF THE 1ST 1 OF 2 RUNWAY END APPROACH LIGHTS
 AI2793'WEST-NORTHWEST OF RUNWAY END 12, 89.6 M (294.0 FT) EAST-NORTHEAST OF
 AI2793'THE WEST 1 OF 2 RUNWAY END APPROACH LIGHTS WEST-NORTHWEST OF RUNWAY
 AI2793'END 12, ABOUT 16.5 M (54.1 FT) SOUTH-SOUTHWEST OF THE BOTTOM OF THE
 AI2793'HILL, AND 13.6 M (44.6 FT) WEST-SOUTHWEST OF THE MANHOLE COVER CENTER.
 AI2793'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AI2793'.
 AI2793
 AI2793                          STATION RECOVERY (2000)
 AI2793
 AI2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AI2793'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 AI2793'STATION IS LOCATED IN BLACKSBURG AT THE BLACKSBURG-VIRGINIA TECH
 AI2793'AIRPORT ABOUT 0.16 KM (0.10 MI) NORTH-NORTHWEST OF THE NORTH CORNER OF
 AI2793'RUNWAY END 12 ON THE SOUTHWEST SIDE OF A HILL AND JUST SOUTHWEST OF A
 AI2793'METAL MANHOLE COVER.  OWNERSHIP--STATE OF VIRGINIA-VIRGINIA
 AI2793'POLYTECHNIC INSTITUTE AND UNIVERSITY.  CONTACT MR.  GENE REED (AIRPORT
 AI2793'MANAGER) ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE (540)
 AI2793'231-4444.  TO REACH THE STATION FROM THE INTERSECTION OF SOUTH MAIN
 AI2793'STREET (US HIGHWAY 460) AND ROANOKE STREET LOCATED 0.08 KM (0.05 MI)
 AI2793'SOUTH OF THE POST OFFICE IN THE CENTER OF BLACKSBURG, GO SOUTH ON
 AI2793'SOUTH MAIN STREET FOR 4.02 KM (2.50 MI) TO THE INTERSECTION OF
 AI2793'PROFESSIONAL PARK DRIVE, TURN RIGHT, WEST (UPHILL) ON PROFESSIONAL
 AI2793'PARK DRIVE FOR 0.32 KM (0.20 MI) TO THE T-JUNCTION OF RAMBLE ROAD,
 AI2793'TURN RIGHT, NORTH-NORTHWEST ON RAMBLE ROAD FOR 1.04 KM (0.65 MI) TO
 AI2793'THE ENTRANCE ROAD TO THE AIRPORT TERMINAL ON THE RIGHT, TURN RIGHT,
 AI2793'NORTHERLY ON THE ROAD PASSING THE TERMINAL BUILDING FOR 0.16 KM (0.10
 AI2793'MI) TO THE ENTRANCE ROAD FOR A GATE IN THE CHAIN LINK FENCE ON THE
 AI2793'RIGHT, TURN RIGHT, NORTH ON THE ROAD FOR ABOUT 30.48 M (100.00 FT) TO
 AI2793'THE GATE, PASS THROUGH THE GATE AND ONTO THE APRON, BEAR LEFT,
 AI2793'NORTHEAST CROSSING THE APRON-TIE DOWN AREA TO A TAXIWAY ON THE LEFT
 AI2793'FOR RUNWAY 12, TURN LEFT, NORTHWEST ON THE TAXIWAY FOR 0.56 KM (0.35
 AI2793'MI) TO THE END OF RUNWAY 12, CROSS THE END OF RUNWAY 12 ONTO THE GRASS
 AI2793'AND GO NORTHEAST ABOUT 0.08 KM (0.05 MI) TO THE SOUTHWEST SIDE OF A
 AI2793'SMALL HILL AND A METAL MANHOLE COVER ON THE RIGHT, TURN LEFT,
 AI2793'NORTHWEST AND GO 0.16 KM (0.10 MI) ALONG THE SOUTHWEST SIDE OF THE
 AI2793'HILL TO A METAL MANHOLE COVER ON THE RIGHT AND THE STATION ON THE LEFT
 AI2793'ABOUT FLUSH WITH THE GROUND IN A SMALL EXPOSED ROCK OUTCROP. THE
 AI2793'STATION IS AN NGS HORIZONTAL CONTROL DISK SET IN A DRILL HOLE IN A 0.3
 AI2793'M (1.0 FT) BY 0.9 M (3.0 FT) EXPOSED ROCK OUTCROP.  LOCATED ON THE
 AI2793'SOUTHWEST SIDE OF A HILL, 13.6 M (44.6 FT) WEST-SOUTHWEST OF A METAL
 AI2793'MANHOLE COVER, 89.6 M (294.0 FT) NORTHEAST OF THE SECOND APPROACH
 AI2793'LIGHT NORTHWEST OF THE END OF RUNWAY 12, 101.5 M (333.0 FT) NORTH OF
 AI2793'THE FIRST APPROACH LIGHT NORTHWEST OF THE END OF RUNWAY 12.
 AI2793
 AI2793                          STATION RECOVERY (2001)
 AI2793
 AI2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AI2793'RECOVERED AS DESCRIBED.
 AI2793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2678 ***********************************************************************
 AA2678  DESIGNATION -  BDRY MON 1 COUNTY/COUNTY
 AA2678  PID         -  AA2678
 AA2678  STATE/COUNTY-  VA/ARLINGTON
 AA2678  USGS QUAD   -  FALLS CHURCH (1994)
 AA2678
 AA2678                         *CURRENT SURVEY CONTROL
 AA2678  ___________________________________________________________________
 AA2678* NAD 83(1986)-  38 53 36.     (N)    077 10 19.     (W)     SCALED    
 AA2678* NAVD 88     -       106.310  (meters)     348.79   (feet)  ADJUSTED  
 AA2678  ___________________________________________________________________
 AA2678  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AA2678  DYNAMIC HT  -         106.251 (meters)     348.59  (feet)  COMP
 AA2678  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 AA2678
 AA2678  VERT ORDER  -  THIRD
 AA2678
 AA2678.The horizontal coordinates were scaled from a topographic map and have
 AA2678.an estimated accuracy of +/- 6 seconds.
 AA2678
 AA2678.The orthometric height was determined by differential leveling
 AA2678.and adjusted by the National Geodetic Survey in September 2004..
 AA2678.No vertical observational check was made to the station.
 AA2678
 AA2678.The geoid height was determined by GEOID03.
 AA2678
 AA2678.The dynamic height is computed by dividing the NAVD 88
 AA2678.geopotential number by the normal gravity value computed on the
 AA2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2678.degrees latitude (g = 980.6199 gals.).
 AA2678
 AA2678.The modeled gravity was interpolated from observed gravity values.
 AA2678
 AA2678;                    North         East    Units  Estimated Accuracy
 AA2678;SPC VA N     - 2,136,990.    3,615,210.      MT  (+/- 180 meters Scaled)
 AA2678
 AA2678                          SUPERSEDED SURVEY CONTROL
 AA2678
 AA2678.No superseded survey control is available for this station.
 AA2678
 AA2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ116071(NAD 83)
 AA2678_MARKER: DU = BOUNDARY MARKER
 AA2678_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA2678_SP_SET: CURB
 AA2678_MARK LOGO: VA-013
 AA2678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2678
 AA2678  HISTORY     - Date     Condition        Report By
 AA2678  HISTORY     - UNK      MONUMENTED       VA-013
 AA2678  HISTORY     - 19940428 GOOD             GEOMET
 AA2678
 AA2678                          STATION DESCRIPTION
 AA2678
 AA2678'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994
 AA2678'UNSTAMPED ARLINGTON COUNTY DISK, ON BOUNDARY LINE BETWEEN ARLINGTON
 AA2678'COUNTY AND FAIRFAX COUNTY, NEAR THE WEST CORNER OF THE ORIGINAL 10
 AA2678'MILE (16.1 KM) SQUARE FOR THE DISTRICT OF COLUMBIA. TO REACH THE
 AA2678'STATION FROM THE INTERSECTION OF NORTH WASHINGTON STREET (ROUTE 29)
 AA2678'AND BROAD STREET (ROUTE 7) PROCEED NORTHEAST ALONG NORTH WASHINGTON
 AA2678'STREET 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH GREAT FALLS STREET.
 AA2678'TURN LEFT AND PROCEED NORTHWEST ALONG GREAT FALLS STREET 0.8 MILE (1.3
 AA2678'KM) TO ITS INTERSECTION WITH WEST STREET.  TURN RIGHT AND PROCEED EAST
 AA2678'ALONG WEST STREET 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH MERIDIAN
 AA2678'STREET.  TURN RIGHT AND PROCEED SOUTH ALONG MERIDIAN STREET 0.1 MILE
 AA2678'(0.2 KM) TO THE STATION ON THE RIGHT. IN THE CURB ON NORTHWEST SIDE OF
 AA2678'MERIDIAN STREET, AND ABOUT 60 M (197 FT) NORTHEAST OF BENCH MARK DC
 AA2678'WEST CORNER STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2679 ***********************************************************************
 AA2679  DESIGNATION -  BDRY MON 2 COUNTY/CITY
 AA2679  PID         -  AA2679
 AA2679  STATE/COUNTY-  VA/ARLINGTON
 AA2679  USGS QUAD   -  FALLS CHURCH (1994)
 AA2679
 AA2679                         *CURRENT SURVEY CONTROL
 AA2679  ___________________________________________________________________
 AA2679* NAD 83(1986)-  38 53 34.     (N)    077 10 18.     (W)     SCALED    
 AA2679* NAVD 88     -       107.145  (meters)     351.52   (feet)  ADJUSTED  
 AA2679  ___________________________________________________________________
 AA2679  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AA2679  DYNAMIC HT  -         107.086 (meters)     351.33  (feet)  COMP
 AA2679  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 AA2679
 AA2679  VERT ORDER  -  THIRD
 AA2679
 AA2679.The horizontal coordinates were scaled from a topographic map and have
 AA2679.an estimated accuracy of +/- 6 seconds.
 AA2679
 AA2679.The orthometric height was determined by differential leveling
 AA2679.and adjusted by the National Geodetic Survey in September 2004..
 AA2679.No vertical observational check was made to the station.
 AA2679
 AA2679.The geoid height was determined by GEOID03.
 AA2679
 AA2679.The dynamic height is computed by dividing the NAVD 88
 AA2679.geopotential number by the normal gravity value computed on the
 AA2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2679.degrees latitude (g = 980.6199 gals.).
 AA2679
 AA2679.The modeled gravity was interpolated from observed gravity values.
 AA2679
 AA2679;                    North         East    Units  Estimated Accuracy
 AA2679;SPC VA N     - 2,136,930.    3,615,230.      MT  (+/- 180 meters Scaled)
 AA2679
 AA2679                          SUPERSEDED SURVEY CONTROL
 AA2679
 AA2679.No superseded survey control is available for this station.
 AA2679
 AA2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ116071(NAD 83)
 AA2679_MARKER: DU = BOUNDARY MARKER
 AA2679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA2679_SP_SET: CURB
 AA2679_MARK LOGO: VA-013
 AA2679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2679
 AA2679  HISTORY     - Date     Condition        Report By
 AA2679  HISTORY     - UNK      MONUMENTED       VA-013
 AA2679  HISTORY     - 19940428 GOOD             GEOMET
 AA2679
 AA2679                          STATION DESCRIPTION
 AA2679
 AA2679'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994
 AA2679'UNSTAMPED ARLINGTON COUNTY DISK, ON BOUNDARY LINE BETWEEN ARLINGTON
 AA2679'COUNTY AND CITY OF FALLS CHURCH, NEAR THE WEST CORNER OF THE ORIGINAL
 AA2679'10 MILE (16.1 KM) SQUARE FOR THE DISTRICT OF COLUMBIA. TO REACH THE
 AA2679'STATION FROM THE INTERSECTION OF NORTH WASHINGTON STREET (ROUTE 29)
 AA2679'AND BROAD STREET (ROUTE 7) PROCEED NORTHEAST ALONG NORTH WASHINGTON
 AA2679'STREET 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH GREAT FALLS STREET.
 AA2679'TURN LEFT AND PROCEED NORTHWEST ALONG GREAT FALLS STREET 0.8 MILE (1.3
 AA2679'KM) TO ITS INTERSECTION WITH WEST STREET.  TURN RIGHT AND PROCEED EAST
 AA2679'ALONG WEST STREET 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH MERIDIAN
 AA2679'STREET.  TURN RIGHT AND PROCEED SOUTH ALONG MERIDIAN STREET 0.1 MILE
 AA2679'(0.2 KM) TO THE STATION ON THE LEFT. IN THE CURB ON SOUTHEAST SIDE OF
 AA2679'MERIDIAN STREET, AND ABOUT 50 M (164 FT) SOUTHEAST OF BENCH MARK BDRY
 AA2679'MON 1 COUNTY/COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4493 ***********************************************************************
 JV4493  DESIGNATION -  BDRY MON F L CO LINE NR BROCK
 JV4493  PID         -  JV4493
 JV4493  STATE/COUNTY-  VA/FAIRFAX
 JV4493  USGS QUAD   -  SENECA (1994)
 JV4493
 JV4493                         *CURRENT SURVEY CONTROL
 JV4493  ___________________________________________________________________
 JV4493* NAD 83(1993)-  39 02 02.28806(N)    077 21 06.46657(W)     ADJUSTED  
 JV4493* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 JV4493  ___________________________________________________________________
 JV4493  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 JV4493  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JV4493
 JV4493  HORZ ORDER  -  THIRD
 JV4493
 JV4493.The horizontal coordinates were established by classical geodetic methods
 JV4493.and adjusted by the National Geodetic Survey in November 1994..
 JV4493
 JV4493.The orthometric height was scaled from a topographic map.
 JV4493
 JV4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4493
 JV4493.The geoid height was determined by GEOID03.
 JV4493
 JV4493;                    North         East     Units Scale Factor Converg.
 JV4493;SPC VA N     - 2,152,393.902 3,599,412.081   MT  0.99997475   +0 42 59.8
 JV4493;SPC VA N     - 7,061,645.66 11,809,071.14   sFT  0.99997475   +0 42 59.8
 JV4493;UTM  18      - 4,323,178.041   296,439.301   MT  1.00011025   -1 28 53.8
 JV4493
 JV4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4493!SPC VA N     -   0.99999028  x   0.99997475  =   0.99996503
 JV4493!UTM  18      -   0.99999028  x   1.00011025  =   1.00010052
 JV4493
 JV4493                          SUPERSEDED SURVEY CONTROL
 JV4493
 JV4493  NAD 83(1993)-  39 02 02.28778(N)    077 21 06.46789(W) AD(       ) 4
 JV4493  NAD 83(1986)-  39 02 02.28767(N)    077 21 06.47875(W) AD(       ) 4
 JV4493  NAD 27      -  39 02 01.89380(N)    077 21 07.53230(W) AD(       ) 3
 JV4493
 JV4493.Superseded values are not recommended for survey control.
 JV4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4493.See file dsdata.txt to determine how the superseded data were derived.
 JV4493
 JV4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9643923178(NAD 83)
 JV4493_MARKER: N = NAIL
 JV4493_SETTING: 0 = UNSPECIFIED SETTING
 JV4493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4493
 JV4493  HISTORY     - Date     Condition        Report By
 JV4493  HISTORY     - 1954     MONUMENTED       CGS
 JV4493
 JV4493                          STATION DESCRIPTION
 JV4493
 JV4493'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (FFC)
 JV4493'STATION IS LOCATED ABOUT 2-1/2 MILES NW OF DRANESVILLE AND
 JV4493'4-3/4 MILES NE OF HERNDON ON THE PROPERTY OF MR. SABLE H.
 JV4493'BROCKMAN.  A WOODEN STAKE 2 IN X 4 IN WAS SET WITH A SMALL
 JV4493'NAIL AS A MARK.  THE FAIRFAX-LOUDOUN BOUNDARY COMMISSION WAS
 JV4493'TO BUILD A BENCH AND SET AN UNDERGROUND CONCRETE MARK WITH
 JV4493'A SMALL METAL PLATE STAMPED FAIRFAX COUNTY ALONG ONE EDGE
 JV4493'AND LOUDOUN COUNTY ALONG THE OTHER EDGE, ALSO THEY WERE TO
 JV4493'SET A SURFACE MARK WITH A CAST DISK IN IT.  NO REFERENCE
 JV4493'MARKS WERE SET.
 JV4493'
 JV4493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 602
 JV4493'AT THE MAIN ROAD INTERSECTION AT DRANESVILLE, GO NORTH ON HIGHWAY
 JV4493'602 FOR 2.3 MILES TO A CROSSROAD (HIGHWAY 603).  TURN LEFT AND GO
 JV4493'WEST ON HIGHWAY 603 FOR 0.6 MILE TO STATION ON THE LEFT INSIDE THE
 JV4493'FENCE LINE AS DESCRIBED.
 JV4493'
 JV4493'THE BOUNDARY MARK CAN BE LOCATED BY USING THE DISTANCE AND
 JV4493'DIRECTIONS FROM STATION BROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1614 ***********************************************************************
 HU1614  DESIGNATION -  BDRY MON MD VA NR DAVIS 1962
 HU1614  PID         -  HU1614
 HU1614  STATE/COUNTY-  VA/ACCOMACK
 HU1614  USGS QUAD   -  GIRDLETREE (1981)
 HU1614
 HU1614                         *CURRENT SURVEY CONTROL
 HU1614  ___________________________________________________________________
 HU1614* NAD 83(1993)-  38 00 51.20482(N)    075 23 15.85220(W)     ADJUSTED  
 HU1614* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1614  ___________________________________________________________________
 HU1614  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HU1614  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 HU1614
 HU1614  HORZ ORDER  -  SECOND
 HU1614
 HU1614.The horizontal coordinates were established by classical geodetic methods
 HU1614.and adjusted by the National Geodetic Survey in November 1994..
 HU1614
 HU1614.The orthometric height was scaled from a topographic map.
 HU1614
 HU1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1614
 HU1614.The geoid height was determined by GEOID03.
 HU1614
 HU1614;                    North         East     Units Scale Factor Converg.
 HU1614;SPC VA S     - 1,191,049.020 3,773,257.898   MT  1.00000903   +1 53 20.1
 HU1614;SPC VA S     - 3,907,633.33 12,379,430.29   sFT  1.00000903   +1 53 20.1
 HU1614;SPC MD       -    39,831.204   541,583.112   MT  1.00006199   +1 00 42.9
 HU1614;SPC MD       -   130,679.54  1,776,843.93   sFT  1.00006199   +1 00 42.9
 HU1614;UTM  18      - 4,207,464.081   465,964.265   MT  0.99961427   -0 14 19.7
 HU1614
 HU1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1614!SPC VA S     -   1.00000544  x   1.00000903  =   1.00001447
 HU1614!SPC MD       -   1.00000544  x   1.00006199  =   1.00006743
 HU1614!UTM  18      -   1.00000544  x   0.99961427  =   0.99961971
 HU1614
 HU1614                          SUPERSEDED SURVEY CONTROL
 HU1614
 HU1614  NAD 83(1993)-  38 00 51.20317(N)    075 23 15.85393(W) AD(       ) 2
 HU1614  NAD 83(1986)-  38 00 51.19973(N)    075 23 15.88682(W) AD(       ) 2
 HU1614  NAD 27      -  38 00 50.76175(N)    075 23 17.17382(W) AD(       ) 2
 HU1614
 HU1614.Superseded values are not recommended for survey control.
 HU1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1614.See file dsdata.txt to determine how the superseded data were derived.
 HU1614
 HU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6596407464(NAD 83)
 HU1614
 HU1614  HISTORY     - Date     Condition        Report By
 HU1614  HISTORY     - 1962     MONUMENTED       CGS
 HU1614
 HU1614                          STATION DESCRIPTION
 HU1614
 HU1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU1614'REFERENCE MARK NO. 3 IS NW OF STATION SET IN GRANITE BOUNDARY
 HU1614'MONUMENT (VIRGINIA-MARYLAND BOUNDARY MONUMENT) WHICH IS
 HU1614'7 INCHES SQUARE AND STANDS 3 FEET ABOVE THE GROUND.
 HU1614'
 HU1614'TO REACH THE STATION FROM A T-INTERSECTION ABOUT 100.0 FEET
 HU1614'SOUTH OF THE POST OFFICE IN GREENBACKVILLE.  GO EAST ON ROAD
 HU1614'NO. 679 FOR 0.1 MILE TO A JUNCTION WITH ROAD NO. 3005.  TURN
 HU1614'LEFT ON ROAD 3005 AND GO 0.05 MILE TO A DIRT ROAD RIGHT,
 HU1614'LEADING TO AN OLD ABANDONED HOUSE.  TURN RIGHT ON THE DIRT
 HU1614'ROAD FOR 0.05 MILE TO THE OLD HOUSE ON THE LEFT.  BEAR
 HU1614'LEFT THROUGH A GATE AND ACROSS A SMALL LOT TO A GATE.  PASS
 HU1614'THROUGH THE GATE AND CONTINUE ACROSS A PASTURE LAND TO THE
 HU1614'HIGHEST POINT OF A LOW KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3863 ***********************************************************************
 GV3863  DESIGNATION -  BEACH
 GV3863  PID         -  GV3863
 GV3863  STATE/COUNTY-  VA/NORTHAMPTON
 GV3863  USGS QUAD   -  CAPE CHARLES (1986)
 GV3863
 GV3863                         *CURRENT SURVEY CONTROL
 GV3863  ___________________________________________________________________
 GV3863* NAD 83(1993)-  37 15 13.11980(N)    076 01 21.73982(W)     ADJUSTED  
 GV3863* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3863  ___________________________________________________________________
 GV3863  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 GV3863  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 GV3863
 GV3863  HORZ ORDER  -  THIRD
 GV3863
 GV3863.The horizontal coordinates were established by classical geodetic methods
 GV3863.and adjusted by the National Geodetic Survey in September 1995..
 GV3863
 GV3863.The orthometric height was scaled from a topographic map.
 GV3863
 GV3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3863
 GV3863.The geoid height was determined by GEOID03.
 GV3863
 GV3863;                    North         East     Units Scale Factor Converg.
 GV3863;SPC VA S     - 1,105,014.282 3,719,736.719   MT  0.99994737   +1 30 12.7
 GV3863;SPC VA S     - 3,625,367.69 12,203,836.22   sFT  0.99994737   +1 30 12.7
 GV3863;UTM  18      - 4,123,500.583   409,305.539   MT  0.99970132   -0 37 08.9
 GV3863
 GV3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3863!SPC VA S     -   1.00000568  x   0.99994737  =   0.99995305
 GV3863!UTM  18      -   1.00000568  x   0.99970132  =   0.99970699
 GV3863
 GV3863|---------------------------------------------------------------------|
 GV3863| PID    Reference Object                     Distance      Geod. Az  |
 GV3863|                                                           dddmmss.s |
 GV3863| DC8960 BEACH RM 1                           29.001 METERS 01751     |
 GV3863| DC8961 BEACH RM 2                           26.887 METERS 10113     |
 GV3863| GV3895 ELLIOTT                             APPROX. 5.0 KM 1710214.6 |
 GV3863| GV3897 ENGINEERS CAGING                    APPROX. 1.2 KM 2075653.5 |
 GV3863| GV3864 BLACK BEACON                        APPROX. 0.9 KM 2883345.5 |
 GV3863| GV3869 CAPE CHARLES MIDDLE BRKWTR LT       APPROX. 1.5 KM 3471200.1 |
 GV3863| GV3880 CRAB HOUSE UPPER FLAGSTAFF          APPROX. 1.5 KM 3540708.7 |
 GV3863|---------------------------------------------------------------------|
 GV3863
 GV3863                          SUPERSEDED SURVEY CONTROL
 GV3863
 GV3863  NAD 83(1993)-  37 15 13.11731(N)    076 01 21.73538(W) AD(       ) 3
 GV3863  NAD 83(1986)-  37 15 13.12357(N)    076 01 21.77407(W) AD(       ) 3
 GV3863  NAD 27      -  37 15 12.61800(N)    076 01 23.02000(W) AD(       ) 3
 GV3863
 GV3863.Superseded values are not recommended for survey control.
 GV3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3863.See file dsdata.txt to determine how the superseded data were derived.
 GV3863
 GV3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0930623501(NAD 83)
 GV3863_MARKER: DS = TRIANGULATION STATION DISK
 GV3863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3863
 GV3863  HISTORY     - Date     Condition        Report By
 GV3863  HISTORY     - 1913     MONUMENTED       CGS
 GV3863  HISTORY     - 1934     MARK NOT FOUND   CGS
 GV3863
 GV3863                          STATION DESCRIPTION
 GV3863
 GV3863'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3863'STATION BEACH 1913 IS ABOUT 3/4 MILE BELOW THE TOWN OF CAPE
 GV3863'CHARLES, VIRGINIA, ON BROAD POINT WHERE THE BEACH TURNS BACK
 GV3863'EASTWARD OUT OF VIEW FROM IN FRONT OF CAPE CHARLES, ON SLIGHTLY
 GV3863'ELEVATED SAND RIDGE, ABOUT AT ELEVATION OF 5.5 FEET, 15 METERS
 GV3863'BACK FROM EXTREME HIGH-WATER LINE AND 8 METERS W FROM FOOT OF
 GV3863'THE SAND BLUFF, MARKED BY AN 8- BY 8- BY 24-INCH CEMENT BLOCK,
 GV3863'SET IN CEMENT.  TOP STANDING 4 INCHES ABOVE SURFACE AND BEARING
 GV3863'THE REGULATION BRASS DISK.  THE SUBSURFACE MARK IS THE NOZZLE
 GV3863'OF A PINT BEER BOTTLE.
 GV3863'
 GV3863'REFERENCE MARK NO. 1 IS ON THE 10-INCH PINE, A LARGE TRIANGLE
 GV3863'WITH NAIL FOR MARK, DISTANT 29.001 METERS (HORIZONTAL MEASURE).
 GV3863'ON A LINE 206 DEG 49 MIN 15 SEC TO RIGHT OF LINE TO TRIANGULATION
 GV3863'STATION ELLIOTT 1913.
 GV3863'
 GV3863'REFERENCE MARK NO. 2 IS AN 8- BY 8- BY 24-INCH CEMENT BLOCK,
 GV3863'SET IN CEMENT, ON HIGH POINT AND ANGLE OF KNOB ABOUT 22 FEET ABOVE
 GV3863'MEAN TIDE, DISTANT (HORIZONTAL MEASURE) 26.887 METERS ON LINE
 GV3863'290 DEG 10 MIN 19 SEC TO RIGHT OF A LINE TO TRIANGULATION
 GV3863'STATION ELLIOTT.
 GV3863
 GV3863                          STATION RECOVERY (1934)
 GV3863
 GV3863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3863'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND AFTER AN
 GV3863'EXTENSIVE SEARCH.  THE BLUFF SHOWS EVIDENCE OF CONSIDERABLE
 GV3863'EROSION IN THE VICINITY, AND THE MARKS HAVE PROBABLY BEEN WASHED
 GV3863'OUT.  RECOMMEND THE STATION BE LISTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4899 ***********************************************************************
 GV4899  DESIGNATION -  BEACH
 GV4899  PID         -  GV4899
 GV4899  STATE/COUNTY-  VA/KING WILLIAM
 GV4899  USGS QUAD   -  NEW KENT (1978)
 GV4899
 GV4899                         *CURRENT SURVEY CONTROL
 GV4899  ___________________________________________________________________
 GV4899* NAD 83(1993)-  37 34 46.83795(N)    076 59 41.25786(W)     ADJUSTED  
 GV4899* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4899  ___________________________________________________________________
 GV4899  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 GV4899  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GV4899
 GV4899  HORZ ORDER  -  THIRD
 GV4899
 GV4899.The horizontal coordinates were established by classical geodetic methods
 GV4899.and adjusted by the National Geodetic Survey in November 1994..
 GV4899
 GV4899.The orthometric height was scaled from a topographic map.
 GV4899
 GV4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4899
 GV4899.The geoid height was determined by GEOID03.
 GV4899
 GV4899;                    North         East     Units Scale Factor Converg.
 GV4899;SPC VA S     - 1,139,373.876 3,632,944.984   MT  0.99995224   +0 54 48.8
 GV4899;SPC VA S     - 3,738,095.79 11,919,087.00   sFT  0.99995224   +0 54 48.8
 GV4899;UTM  18      - 4,161,051.427   323,858.342   MT  0.99998217   -1 13 00.7
 GV4899
 GV4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4899!SPC VA S     -   1.00000540  x   0.99995224  =   0.99995764
 GV4899!UTM  18      -   1.00000540  x   0.99998217  =   0.99998757
 GV4899
 GV4899:                Primary Azimuth Mark                     Grid Az
 GV4899:SPC VA S     -  MANOR                                    044 09 18.9
 GV4899:UTM  18      -  MANOR                                    046 17 08.4
 GV4899
 GV4899|---------------------------------------------------------------------|
 GV4899| PID    Reference Object                     Distance      Geod. Az  |
 GV4899|                                                           dddmmss.s |
 GV4899| GV4959 MANOR                               497.098 METERS 0450407.7 |
 GV4899| GV4906 CANNING FACTORY CHIMNEY             APPROX. 0.5 KM 0463901.3 |
 GV4899| GV4922 DUKES                               243.329 METERS 08404     |
 GV4899| GV4953 LARGE TREE ON POINT                 357.957 METERS 09531     |
 GV4899| GV4967 PAPOOSE                             APPROX. 0.5 KM 1135030.2 |
 GV4899| GV4946 INDIAN HOUSE NORTHWEST CHIM         APPROX. 0.6 KM 1495508.8 |
 GV4899| GV4958 LOWER SYCAMORE                      229.908 METERS 18158     |
 GV4899| DC8957 BEACH RM 1                            8.043 METERS 22906     |
 GV4899| DC8958 BEACH RM 2                            5.929 METERS 30820     |
 GV4899| DC8959 BEACH RM 3                            8.572 METERS 35849     |
 GV4899|---------------------------------------------------------------------|
 GV4899
 GV4899                          SUPERSEDED SURVEY CONTROL
 GV4899
 GV4899  NAD 83(1986)-  37 34 46.83936(N)    076 59 41.27396(W) AD(       ) 3
 GV4899  NAD 27      -  37 34 46.30100(N)    076 59 42.36000(W) AD(       ) 3
 GV4899
 GV4899.Superseded values are not recommended for survey control.
 GV4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4899.See file dsdata.txt to determine how the superseded data were derived.
 GV4899
 GV4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2385861051(NAD 83)
 GV4899_MARKER: DS = TRIANGULATION STATION DISK
 GV4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4899
 GV4899  HISTORY     - Date     Condition        Report By
 GV4899  HISTORY     - 1912     MONUMENTED       CGS
 GV4899  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4899  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4899
 GV4899                          STATION DESCRIPTION
 GV4899
 GV4899'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4899'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV4899'ABOUT 500 METERS ABOVE LESTER MANOR, MAIN STREET, ON A FLAT BENCH
 GV4899'OF LAND COVERED WITH BRUSH 7 INCHES ABOVE HIGH WATER, 1-1/2 METERS
 GV4899'BACK, 5 METERS OUT FROM FOOT OF BANK AT ITS STEEPEST PART.
 GV4899'
 GV4899'STATION IS MARKED BY AN 8-BY 8-BY 24-INCH CEMENT BLOCK BEARING
 GV4899'THE REGULATION BRASS DISK REINFORCED IN ITS UPPER SURFACE, 2
 GV4899'INCHES ABOVE THE GROUND.
 GV4899'
 GV4899'REFERENCE MARK NO. 1 IS A 20-PENNY NAIL IN TRIANGLE CUT ON A
 GV4899'8-INCH HICKORY, DISTANT 8.043 METERS ON A LINE 184 DEG 01 MIN
 GV4899'39 SEC TO RIGHT OF LINE TO STATION MANOR.
 GV4899'
 GV4899'REFERENCE MARK NO. 2 IS A 20-PENNY NAIL IN BASE OF 14-INCH
 GV4899'OAK, DISTANT 5.929 METERS ON A LINE 263 DEG 16 MIN 19 SEC TO RIGHT
 GV4899'OF STATION MANOR.
 GV4899'
 GV4899'REFERENCE MARK NO. 3 IS A 20-PENNY NAIL IN LARGE TRIANGLE CUT
 GV4899'ON 3-FOOT POPLAR, 2 FEET ABOVE GROUND, DISTANT 8.752 METERS ON
 GV4899'LINE 313 DEG 45 MIN 06 SEC TO RIGHT OF LINE TO STATION MANOR.
 GV4899
 GV4899                          STATION RECOVERY (1999)
 GV4899
 GV4899'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4899'MARK NOT FOUND.
 GV4899
 GV4899                          STATION RECOVERY (2003)
 GV4899
 GV4899'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6362 ***********************************************************************
 JV6362  DESIGNATION -  BEACH
 JV6362  PID         -  JV6362
 JV6362  STATE/COUNTY-  VA/FAIRFAX
 JV6362  USGS QUAD   -  SENECA (1994)
 JV6362
 JV6362                         *CURRENT SURVEY CONTROL
 JV6362  ___________________________________________________________________
 JV6362* NAD 83(1993)-  39 01 49.91539(N)    077 19 30.60742(W)     ADJUSTED  
 JV6362* NAVD 88     -       114.510  (meters)     375.69   (feet)  ADJUSTED  
 JV6362  ___________________________________________________________________
 JV6362  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JV6362  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JV6362  DYNAMIC HT  -         114.449 (meters)     375.49  (feet)  COMP
 JV6362  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 JV6362
 JV6362  HORZ ORDER  -  SECOND
 JV6362  VERT ORDER  -  THIRD
 JV6362
 JV6362.The horizontal coordinates were established by classical geodetic methods
 JV6362.and adjusted by the National Geodetic Survey in November 1994..
 JV6362
 JV6362.The orthometric height was determined by differential leveling
 JV6362.and adjusted by the National Geodetic Survey in September 2004..
 JV6362
 JV6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6362
 JV6362.The geoid height was determined by GEOID03.
 JV6362
 JV6362.The dynamic height is computed by dividing the NAVD 88
 JV6362.geopotential number by the normal gravity value computed on the
 JV6362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV6362.degrees latitude (g = 980.6199 gals.).
 JV6362
 JV6362.The modeled gravity was interpolated from observed gravity values.
 JV6362
 JV6362;                    North         East     Units Scale Factor Converg.
 JV6362;SPC VA N     - 2,152,041.566 3,601,722.266   MT  0.99997432   +0 43 59.6
 JV6362;SPC VA N     - 7,060,489.70 11,816,650.47   sFT  0.99997432   +0 43 59.6
 JV6362;SPC MD       -   151,445.731   371,845.282   MT  0.99995348   -0 12 14.7
 JV6362;SPC MD       -   496,868.20  1,219,962.40   sFT  0.99995348   -0 12 14.7
 JV6362;UTM  18      - 4,322,737.300   298,734.570   MT  1.00009881   -1 27 53.0
 JV6362
 JV6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6362!SPC VA N     -   0.99998702  x   0.99997432  =   0.99996134
 JV6362!SPC MD       -   0.99998702  x   0.99995348  =   0.99994050
 JV6362!UTM  18      -   0.99998702  x   1.00009881  =   1.00008582
 JV6362
 JV6362                          SUPERSEDED SURVEY CONTROL
 JV6362
 JV6362  NAD 83(1993)-  39 01 49.91486(N)    077 19 30.60872(W) AD(       ) 2
 JV6362  NAD 83(1986)-  39 01 49.91510(N)    077 19 30.61866(W) AD(       ) 2
 JV6362  NGVD 29 (01/12/90)  114.9    (m)          377.     (f) VERT ANG       
 JV6362
 JV6362.Superseded values are not recommended for survey control.
 JV6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6362.See file dsdata.txt to determine how the superseded data were derived.
 JV6362
 JV6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9873522737(NAD 83)
 JV6362_MARKER: DD = SURVEY DISK
 JV6362_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JV6362_SP_SET: IRREGULAR CONCRETE MASS
 JV6362_STAMPING: BEACH 1969
 JV6362_MARK LOGO: VA-059
 JV6362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV6362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV6362
 JV6362  HISTORY     - Date     Condition        Report By
 JV6362  HISTORY     - 1969     MONUMENTED       VA-059
 JV6362  HISTORY     - 1969     GOOD             VA-059
 JV6362  HISTORY     - 1975     GOOD             VA-059
 JV6362  HISTORY     - 1977     GOOD             VA-059
 JV6362  HISTORY     - 19920120 GOOD             MSI
 JV6362
 JV6362                          STATION DESCRIPTION
 JV6362
 JV6362'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 JV6362'STATION IS 2.3 MILES NORTH-NORTHEAST OF DRANESVILLE.
 JV6362'
 JV6362'TO REACH THE STATION FROM INTERSECTION OF LEESBURG PIKE (ROUTE 7) AND
 JV6362'SENECA ROAD (ROUTE 602), AT DRANESVILLE PROCEED 2.4 MILES NORTH ALONG
 JV6362'SENECA ROAD, THENCE 1.0 MILES EAST ALONG BEACH MILL ROAD, 14.7 FEET
 JV6362'SOUTH OF CENTER ROAD APPOSITE, 67.5 FEET EAST OF VEPCO POLE HY12-1,
 JV6362'IN CONCRETE MASS.
 JV6362'
 JV6362'STATION IS STANDARD FAIRFAX COUNTY DEPARTMENT OF PUBLIC WORKS TABLET
 JV6362'STAMPED---BEACH 1969---.
 JV6362'
 JV6362'AZIMUTH MARK IS APPROXIMATELY 0.25 MILES EAST OF STATION ALONG BEACH
 JV6362'MILL ROAD AT COLONIAL PIPELINE CROSSING, 19.5 FEET SOUTH OF CENTER
 JV6362'LINE PIPELINE CROSSING, 2.2 FEET WEST OF STEEL POST, IN CONCRETE MASS.
 JV6362'
 JV6362'AZIMUTH MARK IS A STANDARD TABLET STAMPED---BEACH AZ---.
 JV6362
 JV6362                          STATION RECOVERY (1969)
 JV6362
 JV6362'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 JV6362'RECOVERED IN GOOD CONDITION.
 JV6362
 JV6362                          STATION RECOVERY (1975)
 JV6362
 JV6362'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 JV6362'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 JV6362'MAP 3-3.
 JV6362
 JV6362                          STATION RECOVERY (1977)
 JV6362
 JV6362'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 JV6362'THE STATION IS 2.3 MILES NORTH NORTH EAST OF DRANESVILLE, AND 1.5
 JV6362'MILES SOUTH OF THE POTOMAC RIVER.
 JV6362'
 JV6362'TO REACH THE STATION FROM THE INTERSECTION OF LEESBURG PIKE ROUTE 7,
 JV6362'AND SENECA ROAD ROUTE 602, AT DRANESVILLE.  PROCEED 2.4 MILES ALONG
 JV6362'SENECA ROAD TO BEACH MILL ROAD. TURN RIGHT ON BEACH MILL ROAD, EAST,
 JV6362'FOR 1.0 MILES AND STATION ON THE RIGHT.
 JV6362'
 JV6362'MARK IS 14.7 FEET SOUTH OF CENTER OF BEACH MILL ROAD, AND 67.5 FEET
 JV6362'EAST OF VEPCO POLE HY12-1. IT IS A STANDARD FAIRFAX COUNTY DEPARTMENT
 JV6362'OF PUBLIC WORKS DISC STAMPED---BEACH 1969---.
 JV6362'
 JV6362'THE AZIMUTH MARK IS LOCATED 0.25 MILES FARTHER ALONG BEACH MILL ROAD
 JV6362'AT COLONIAL PIPE LINE CROSSING AND ON THE RIGHT.  19.5 FEET SOUTH OF
 JV6362'PIPE LINE CROSSING.  2.2 FEET WEST OF A WITNESS POST. A STANDARD
 JV6362'FAIRFAX COUNTY DISC STAMPED---BEACH AZ---.
 JV6362
 JV6362                          STATION RECOVERY (1992)
 JV6362
 JV6362'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 JV6362'THE STATION IS 2.3 MILES (3.7 KM) NORTH NORTH EAST OF DRANESVILLE,
 JV6362'AND 1.5 MILES (2.4 KM) SOUTH OF THE POTOMAC RIVER.  TO REACH THE
 JV6362'STATION FROM THE INTERSECTION OF LEESBURG PIKE ROUTE 7, AND SENECA
 JV6362'ROAD ROUTE 602, AT DRANESVILLE.  PROCEED 2.4 MILES (3.9 KM) ALONG
 JV6362'SENECA ROAD TO BEACH MILL ROAD.  TURN RIGHT ON BEACH MILL ROAD, EAST,
 JV6362'FOR 1.0 MILES (1.6 KM) AND STATION ON THE RIGHT.  MARK IS 14.7 FEET
 JV6362'(4.5 M) SOUTH OF CENTER OF BEACH MILL ROAD, AND 67.5 FEET (20.6 M)
 JV6362'EAST OF VEPCO POLE HY12-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1329 ***********************************************************************
 FW1329  DESIGNATION -  BEACH 1903
 FW1329  PID         -  FW1329
 FW1329  STATE/COUNTY-  VA/ACCOMACK
 FW1329  USGS QUAD   -  CHESCONESSEX (1986)
 FW1329
 FW1329                         *CURRENT SURVEY CONTROL
 FW1329  ___________________________________________________________________
 FW1329* NAD 83(1993)-  37 47 36.65961(N)    075 49 21.93770(W)     ADJUSTED  
 FW1329* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1329  ___________________________________________________________________
 FW1329  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FW1329  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FW1329
 FW1329  HORZ ORDER  -  THIRD
 FW1329
 FW1329.The horizontal coordinates were established by classical geodetic methods
 FW1329.and adjusted by the National Geodetic Survey in November 1994..
 FW1329
 FW1329.The orthometric height was scaled from a topographic map.
 FW1329
 FW1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1329
 FW1329.The geoid height was determined by GEOID03.
 FW1329
 FW1329;                    North         East     Units Scale Factor Converg.
 FW1329;SPC VA S     - 1,165,390.590 3,735,768.353   MT  0.99997298   +1 37 29.6
 FW1329;SPC VA S     - 3,823,452.29 12,256,433.34   sFT  0.99997298   +1 37 29.6
 FW1329;UTM  18      - 4,183,224.399   427,561.133   MT  0.99966463   -0 30 15.2
 FW1329
 FW1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1329!SPC VA S     -   1.00000558  x   0.99997298  =   0.99997856
 FW1329!UTM  18      -   1.00000558  x   0.99966463  =   0.99967020
 FW1329
 FW1329:                Primary Azimuth Mark                     Grid Az
 FW1329:SPC VA S     -  WATTS ISLAND LIGHTHOUSE 1849             257 09 12.2
 FW1329:UTM  18      -  WATTS ISLAND LIGHTHOUSE 1849             259 16 57.0
 FW1329
 FW1329|---------------------------------------------------------------------|
 FW1329| PID    Reference Object                     Distance      Geod. Az  |
 FW1329|                                                           dddmmss.s |
 FW1329| FW1348 WATTS ISLAND LIGHTHOUSE 1849        APPROX. 6.3 KM 2584641.8 |
 FW1329|---------------------------------------------------------------------|
 FW1329
 FW1329                          SUPERSEDED SURVEY CONTROL
 FW1329
 FW1329  NAD 83(1993)-  37 47 36.66062(N)    075 49 21.94836(W) AD(       ) 3
 FW1329  NAD 83(1986)-  37 47 36.65876(N)    075 49 21.96768(W) AD(       ) 3
 FW1329  NAD 27      -  37 47 36.17400(N)    075 49 23.21400(W) AD(       ) 3
 FW1329
 FW1329.Superseded values are not recommended for survey control.
 FW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1329.See file dsdata.txt to determine how the superseded data were derived.
 FW1329
 FW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2756183224(NAD 83)
 FW1329_MARKER: I = METAL ROD
 FW1329_SETTING: 0 = UNSPECIFIED SETTING
 FW1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1329
 FW1329  HISTORY     - Date     Condition        Report By
 FW1329  HISTORY     - 1904     MONUMENTED       CGS
 FW1329  HISTORY     - 1907     MARK NOT FOUND   CGS
 FW1329  HISTORY     - 1953     MARK NOT FOUND   CGS
 FW1329
 FW1329                          STATION DESCRIPTION
 FW1329
 FW1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1329'STATION BEACH IS ON THE NEXT TO THE OUTER SMALL ISLAND ON WHAT
 FW1329'IS LOCALLY TERMED THE BEACH.  STATION IS ON A SAND RIDGE ABOUT
 FW1329'5 FEET ABOVE MEAN HIGH WATER.  IT IS MARKED WITH TWO SECTIONS
 FW1329'OF GALVANIZED-IRON PIPE, EACH 2 FEET LONG, ONE END DRIVEN
 FW1329'VERTICALLY OVER THE OTHER, THE UPPER ONE EXTENDING ABOUT 6
 FW1329'INCHES ABOVE THE PRESENT SURFACE.
 FW1329'
 FW1329'IT IS ON THE N SIDE OF THE OUTER ENTRANCE TO CHESCONNESSEX
 FW1329'CREEK, ACCOMAC COUNTY, VIRGINIA.
 FW1329
 FW1329                          STATION RECOVERY (1907)
 FW1329
 FW1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (OWF)
 FW1329'STATION WAS NOT RECOVERED BUT A NEW SIGNAL WAS ERECTED ABOUT
 FW1329'50 METERS SE, CALLED ALSO BEACH AND CENTER MARKED BY A STAKE.
 FW1329
 FW1329                          STATION RECOVERY (1953)
 FW1329
 FW1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW1329'STATION WAS REPORTED AS NOT RECOVERED IN 1907.  THE NEW SIGNAL,
 FW1329'1907, MARKED BY A STAKE, WAS NOT SEARCHED FOR DUE TO THE FACT
 FW1329'THAT THIS ISLAND APPEARED TO HAVE UNDERGONE MANY CHANGES SINCE
 FW1329'THAT DATE.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1330 ***********************************************************************
 FW1330  DESIGNATION -  BEACH 2
 FW1330  PID         -  FW1330
 FW1330  STATE/COUNTY-  VA/ACCOMACK
 FW1330  USGS QUAD   -  CHESCONESSEX (1986)
 FW1330
 FW1330                         *CURRENT SURVEY CONTROL
 FW1330  ___________________________________________________________________
 FW1330* NAD 83(1993)-  37 47 27.41789(N)    075 49 04.45576(W)     ADJUSTED  
 FW1330* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1330  ___________________________________________________________________
 FW1330  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FW1330  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 FW1330
 FW1330  HORZ ORDER  -  THIRD
 FW1330
 FW1330.The horizontal coordinates were established by classical geodetic methods
 FW1330.and adjusted by the National Geodetic Survey in November 1994..
 FW1330
 FW1330.The orthometric height was scaled from a topographic map.
 FW1330
 FW1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1330
 FW1330.The geoid height was determined by GEOID03.
 FW1330
 FW1330;                    North         East     Units Scale Factor Converg.
 FW1330;SPC VA S     - 1,165,117.918 3,736,203.979   MT  0.99997265   +1 37 40.2
 FW1330;SPC VA S     - 3,822,557.70 12,257,862.55   sFT  0.99997265   +1 37 40.2
 FW1330;UTM  18      - 4,182,935.820   427,986.197   MT  0.99966387   -0 30 04.4
 FW1330
 FW1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1330!SPC VA S     -   1.00000573  x   0.99997265  =   0.99997838
 FW1330!UTM  18      -   1.00000573  x   0.99966387  =   0.99966960
 FW1330
 FW1330:                Primary Azimuth Mark                     Grid Az
 FW1330:SPC VA S     -  PARKSLEY TANK                            091 01 41.9
 FW1330:UTM  18      -  PARKSLEY TANK                            093 09 26.5
 FW1330
 FW1330|---------------------------------------------------------------------|
 FW1330| PID    Reference Object                     Distance      Geod. Az  |
 FW1330|                                                           dddmmss.s |
 FW1330| FW1094 PARKSLEY TANK                       APPROX.14.8 KM 0923922.1 |
 FW1330| DC7816 BEACH 2 RM 1                                       12109     |
 FW1330| FW1328 BEACH ISLAND SHOAL LIGHT            APPROX. 1.9 KM 2881337.0 |
 FW1330|---------------------------------------------------------------------|
 FW1330
 FW1330                          SUPERSEDED SURVEY CONTROL
 FW1330
 FW1330  NAD 83(1993)-  37 47 27.41766(N)    075 49 04.47036(W) AD(       ) 3
 FW1330  NAD 83(1986)-  37 47 27.41741(N)    075 49 04.48833(W) AD(       ) 3
 FW1330  NAD 27      -  37 47 26.95400(N)    075 49 05.73800(W) AD(       ) 3
 FW1330
 FW1330.Superseded values are not recommended for survey control.
 FW1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1330.See file dsdata.txt to determine how the superseded data were derived.
 FW1330
 FW1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2798682936(NAD 83)
 FW1330_MARKER: DS = TRIANGULATION STATION DISK
 FW1330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1330_SP_SET: METAL PIPE IN CONCRETE
 FW1330
 FW1330  HISTORY     - Date     Condition        Report By
 FW1330  HISTORY     - 1953     MONUMENTED       CGS
 FW1330  HISTORY     - 1956     POOR             CGS
 FW1330  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FW1330
 FW1330                          STATION DESCRIPTION
 FW1330
 FW1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW1330'THE STATION IS LOCATED ON BEACH ISLAND, POCOMOKE SOUND, ABOUT
 FW1330'2.4 MILES N.W., OF MOUTH OF CHESCONESSEX CREEK.  THE ISLAND
 FW1330'IS A LONG NARROW STRIP OF SAND, ABOUT 230 FT. WIDE NEAR THE
 FW1330'N.W. END AND AVERAGES 4 FT. ABOVE M.H.W.  THE MARK WAS PLACED
 FW1330'ON THE HIGHEST PART OF THE N.W. END, 99.0 FT. S.E. OF S.E.
 FW1330'CORNER OF LONE CABIN, 120 FT. S.W. OF M.H.W., AND 147 FT.
 FW1330'N.E. OF M.H.W.
 FW1330'
 FW1330'MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED BEACH
 FW1330'2, 1953, BRAZED IN TOP OF A CAST IRON PIPE (5 FT LONG), SURROUNDED
 FW1330'BY A MASS OF CONCRETE TO A DEPTH OF 1.5 FT.  MARK PROJECTS
 FW1330'6 IN ABOVE GROUND.
 FW1330'
 FW1330'R.M. NO. 1 IS S.E. OF STATION ON SAME SAND RIDGE AS STATION.
 FW1330'MARK IS A STANDARD R.M. DISK, STAMPED BEACH 2, R.M. 1, 1953,
 FW1330'BRAZED IN TOP OF A CAST IRON PIPE (5 FT LONG SURROUNDED
 FW1330'BY A MASS OF CONCRETE TO A DEPTH OF 1.5 FT.  MARK PROJECTS
 FW1330'6 IN ABOVE GROUND.  STATION CAN BE REACHED BY BOAT ONLY.
 FW1330'
 FW1330'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 METERS.
 FW1330
 FW1330                          STATION RECOVERY (1956)
 FW1330
 FW1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EHK)
 FW1330'STATION RECOVERED, BUT DISK AND PIPE HAS BEEN BROKEN OFF
 FW1330'EVEN WITH GROUND.  THE LONE CABIN ON BEACH ISLAND HAS BEEN
 FW1330'MOVED.  STATION NOW 15.8 FEET NW OF WEST GABLE OF CABIN.
 FW1330'
 FW1330'BEACH 2 R.M. 1, 1953 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FW1330
 FW1330                          STATION RECOVERY (1957)
 FW1330
 FW1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1330'STATION HAS BEEN DESTROYED.  THE MASS OF CONCRETE WAS FOUND
 FW1330'STILL IMBEDDED IN THE GROUND, BUT LEANING SLIGHTLY.  THE
 FW1330'CAST IROM PIPE WAS BROKEN OFF AT A POINT ABOUT 1 INCH BELOW
 FW1330'THE SURFACE OF THE CONCRETE.  THE UPPER PORTION OF PIPE TO
 FW1330'WHICH THE MARK WAS BRAZED COULD NOT BE FOUND.
 FW1330'
 FW1330'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  IT IS ABOUT
 FW1330'70 FEET SOUTHEAST OF A SMALL WOODEN BUILDING ON THE TOP OF
 FW1330'A NORTHWEST-SOUTHEAST SAND RIDGE.  MARK IS A STANDARD DISK
 FW1330'STAMPED BEACH 2 R.M. 1 1953 BRAZED TO THE TOP OF A CAST
 FW1330'IRON PIPE (5 FEET LONG), SET IN A CONCRETE MASS (1.5 FEET
 FW1330'THICK), PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6363 ***********************************************************************
 JV6363  DESIGNATION -  BEACH AZ MK
 JV6363  PID         -  JV6363
 JV6363  STATE/COUNTY-  VA/FAIRFAX
 JV6363  USGS QUAD   -  SENECA (1994)
 JV6363
 JV6363                         *CURRENT SURVEY CONTROL
 JV6363  ___________________________________________________________________
 JV6363* NAD 83(1993)-  39 01 48.61746(N)    077 19 13.17040(W)     ADJUSTED  
 JV6363* NAVD 88     -        80.633  (meters)     264.54   (feet)  ADJUSTED  
 JV6363  ___________________________________________________________________
 JV6363  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 JV6363  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JV6363  DYNAMIC HT  -          80.590 (meters)     264.40  (feet)  COMP
 JV6363  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 JV6363
 JV6363  HORZ ORDER  -  SECOND
 JV6363  VERT ORDER  -  THIRD
 JV6363
 JV6363.The horizontal coordinates were established by classical geodetic methods
 JV6363.and adjusted by the National Geodetic Survey in November 1994..
 JV6363
 JV6363.The orthometric height was determined by differential leveling
 JV6363.and adjusted by the National Geodetic Survey in September 2004..
 JV6363.No vertical observational check was made to the station.
 JV6363
 JV6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6363
 JV6363.The geoid height was determined by GEOID03.
 JV6363
 JV6363.The dynamic height is computed by dividing the NAVD 88
 JV6363.geopotential number by the normal gravity value computed on the
 JV6363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV6363.degrees latitude (g = 980.6199 gals.).
 JV6363
 JV6363.The modeled gravity was interpolated from observed gravity values.
 JV6363
 JV6363;                    North         East     Units Scale Factor Converg.
 JV6363;SPC VA N     - 2,152,006.923 3,602,142.140   MT  0.99997427   +0 44 10.5
 JV6363;SPC VA N     - 7,060,376.05 11,818,028.00   sFT  0.99997427   +0 44 10.5
 JV6363;SPC MD       -   151,404.225   372,264.524   MT  0.99995347   -0 12 03.8
 JV6363;SPC MD       -   496,732.03  1,221,337.86   sFT  0.99995347   -0 12 03.8
 JV6363;UTM  18      - 4,322,686.574   299,152.858   MT  1.00009674   -1 27 42.0
 JV6363
 JV6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6363!SPC VA N     -   0.99999233  x   0.99997427  =   0.99996660
 JV6363!SPC MD       -   0.99999233  x   0.99995347  =   0.99994580
 JV6363!UTM  18      -   0.99999233  x   1.00009674  =   1.00008907
 JV6363
 JV6363                          SUPERSEDED SURVEY CONTROL
 JV6363
 JV6363  NAD 83(1993)-  39 01 48.61693(N)    077 19 13.17169(W) AD(       ) 2
 JV6363  NAD 83(1986)-  39 01 48.61719(N)    077 19 13.18167(W) AD(       ) 2
 JV6363  NGVD 29 (01/12/90)   81.0    (m)          266.     (f) VERT ANG       
 JV6363
 JV6363.Superseded values are not recommended for survey control.
 JV6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6363.See file dsdata.txt to determine how the superseded data were derived.
 JV6363
 JV6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9915322687(NAD 83)
 JV6363_MARKER: DD = SURVEY DISK
 JV6363_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JV6363_SP_SET: IRREGULAR CONCRETE MASS
 JV6363_STAMPING: BEACH AZ 1969
 JV6363_MARK LOGO: VA-059
 JV6363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV6363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV6363
 JV6363  HISTORY     - Date     Condition        Report By
 JV6363  HISTORY     - 1969     MONUMENTED       VA-059
 JV6363  HISTORY     - 1974     GOOD             VA-059
 JV6363  HISTORY     - 19920120 GOOD             MSI
 JV6363
 JV6363                          STATION DESCRIPTION
 JV6363
 JV6363'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 JV6363'THE AZIMUTH MARK AS WELL AS THE PRIME STATION WAS RECOVERED IN GOOD
 JV6363'CONDITION, SEE FAIRFAX COUNTY TAX MAP 3-3, REVISED TO 1-1-76.
 JV6363
 JV6363                          STATION RECOVERY (1992)
 JV6363
 JV6363'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 JV6363'(THE STATION IS 2.3 MILES (3.7 KM) NORTH NORTH EAST OF DRANESVILLE,
 JV6363'AND 1.5 MILES (2.4 KM) SOUTH OF THE POTOMAC RIVER.  TO REACH THE
 JV6363'STATION FROM THE INTERSECTION OF LEESBURG PIKE ROUTE 7, AND SENECA
 JV6363'ROAD ROUTE 602, AT DRANESVILLE.  PROCEED 2.4 MILES (3.9 KM) ALONG
 JV6363'SENECA ROAD TO BEACH MILL ROAD.  TURN RIGHT ON BEACH MILL ROAD, EAST,
 JV6363'FOR 1.0 MILE (1.6 KM) AND STATION ON THE RIGHT.  THE AZIMUTH MARK IS
 JV6363'0.25 MILES (0.40 KM) FARTHER ALONG BEACH MILL ROAD AT COLONIAL PIPE
 JV6363'LINE CROSSING AND ON THE RIGHT, 19.5 FEET (5.9 M) SOUTH OF PIPE LINE
 JV6363'CROSSING, AND 2.2 FEET (0.7 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1328 ***********************************************************************
 FW1328  DESIGNATION -  BEACH ISLAND SHOAL LIGHT
 FW1328  PID         -  FW1328
 FW1328  STATE/COUNTY-  VA/ACCOMACK
 FW1328  USGS QUAD   -  CHESCONESSEX (1986)
 FW1328
 FW1328                         *CURRENT SURVEY CONTROL
 FW1328  ___________________________________________________________________
 FW1328* NAD 83(1993)-  37 47 47.13303(N)    075 50 19.92892(W)     ADJUSTED  
 FW1328* NAVD 88     -                                                        
 FW1328  ___________________________________________________________________
 FW1328  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FW1328  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FW1328
 FW1328  HORZ ORDER  -  THIRD
 FW1328
 FW1328.The horizontal coordinates were established by classical geodetic methods
 FW1328.and adjusted by the National Geodetic Survey in November 1994..
 FW1328
 FW1328
 FW1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1328
 FW1328.The geoid height was determined by GEOID03.
 FW1328
 FW1328;                    North         East     Units Scale Factor Converg.
 FW1328;SPC VA S     - 1,165,673.253 3,734,341.035   MT  0.99997336   +1 36 54.4
 FW1328;SPC VA S     - 3,824,379.66 12,251,750.55   sFT  0.99997336   +1 36 54.4
 FW1328;UTM  18      - 4,183,559.791   426,145.737   MT  0.99966718   -0 30 50.9
 FW1328
 FW1328                          SUPERSEDED SURVEY CONTROL
 FW1328
 FW1328  NAD 83(1993)-  37 47 47.13303(N)    075 50 19.94299(W) AD(       ) 4
 FW1328  NAD 83(1986)-  37 47 47.13212(N)    075 50 19.96011(W) AD(       ) 4
 FW1328  NAD 27      -  37 47 46.67300(N)    075 50 21.20600(W) AD(       ) 3
 FW1328
 FW1328.Superseded values are not recommended for survey control.
 FW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1328.See file dsdata.txt to determine how the superseded data were derived.
 FW1328
 FW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2614683560(NAD 83)
 FW1328_MARKER: 14 = NAVIGATION LIGHT
 FW1328
 FW1328  HISTORY     - Date     Condition        Report By
 FW1328  HISTORY     - 1953     FIRST OBSERVED   CGS
 FW1328  HISTORY     - 1956     GOOD             CGS
 FW1328  HISTORY     - 1957     GOOD             CGS
 FW1328
 FW1328                          STATION DESCRIPTION
 FW1328
 FW1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW1328'STATION IS LIGHT ATOP CAGEWORK, PAINTED RED, ON THREE PILE
 FW1328'DOLPHIN.  THE LIGHT IS ABOUT ONE MILE N.W. OF N.W. END OF BEACH
 FW1328'ISLAND IN POCOMOKE SOUND, AND ABOUT FIVE MILES N.W. OF TOWN
 FW1328'OF CHESCONESSEX, VIRGINIA.  LIGHT IS 14 FT. ABOVE M.S.L.
 FW1328
 FW1328                          STATION RECOVERY (1956)
 FW1328
 FW1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EHK)
 FW1328'RECOVERED AS DESCRIBED.
 FW1328
 FW1328                          STATION RECOVERY (1957)
 FW1328
 FW1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1328'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6364 ***********************************************************************
 JV6364  DESIGNATION -  BEACH MILL
 JV6364  PID         -  JV6364
 JV6364  STATE/COUNTY-  VA/FAIRFAX
 JV6364  USGS QUAD   -  SENECA (1994)
 JV6364
 JV6364                         *CURRENT SURVEY CONTROL
 JV6364  ___________________________________________________________________
 JV6364* NAD 83(1993)-  39 01 57.53797(N)    077 19 11.77316(W)     ADJUSTED  
 JV6364* NAVD 88     -       103.2    (meters)     339.     (feet)  VERTCON   
 JV6364  ___________________________________________________________________
 JV6364  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 JV6364  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JV6364
 JV6364  HORZ ORDER  -  SECOND
 JV6364
 JV6364.The horizontal coordinates were established by classical geodetic methods
 JV6364.and adjusted by the National Geodetic Survey in November 1994..
 JV6364
 JV6364.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6364
 JV6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6364
 JV6364.The geoid height was determined by GEOID03.
 JV6364
 JV6364;                    North         East     Units Scale Factor Converg.
 JV6364;SPC VA N     - 2,152,282.414 3,602,172.207   MT  0.99997458   +0 44 11.4
 JV6364;SPC VA N     - 7,061,279.89 11,818,126.65   sFT  0.99997458   +0 44 11.4
 JV6364;SPC MD       -   151,679.182   372,299.093   MT  0.99995358   -0 12 02.9
 JV6364;SPC MD       -   497,634.12  1,221,451.27   sFT  0.99995358   -0 12 02.9
 JV6364;UTM  18      - 4,322,960.742   299,193.474   MT  1.00009654   -1 27 41.4
 JV6364
 JV6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6364!SPC VA N     -   0.99998879  x   0.99997458  =   0.99996337
 JV6364!SPC MD       -   0.99998879  x   0.99995358  =   0.99994237
 JV6364!UTM  18      -   0.99998879  x   1.00009654  =   1.00008533
 JV6364
 JV6364                          SUPERSEDED SURVEY CONTROL
 JV6364
 JV6364  NAD 83(1993)-  39 01 57.53744(N)    077 19 11.77445(W) AD(       ) 2
 JV6364  NAD 83(1986)-  39 01 57.53769(N)    077 19 11.78442(W) AD(       ) 2
 JV6364  NGVD 29 (01/12/90)  103.4    (m)          339.     (f) VERT ANG       
 JV6364
 JV6364.Superseded values are not recommended for survey control.
 JV6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6364.See file dsdata.txt to determine how the superseded data were derived.
 JV6364
 JV6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9919322961(NAD 83)
 JV6364_MARKER: DE = TRAVERSE STATION DISK
 JV6364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV6364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6364+STABILITY: SURFACE MOTION
 JV6364
 JV6364  HISTORY     - Date     Condition        Report By
 JV6364  HISTORY     - 1975     MONUMENTED       VA-059
 JV6364  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 JV6364
 JV6364                          STATION DESCRIPTION
 JV6364
 JV6364'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 JV6364'THE STATION IS LOCATED ABOUT 9.8 MILES NORTHWEST OF MCLEAN, 9.4 MILES
 JV6364'NORTH OF VIENNA, 5.6 MILES NORTHEAST OF HERNDON, ON A HILL IN THE
 JV6364'MIDDLE OF A COW PASTURE, ON THE COLONIAL PIPELINE EASEMENT BETWEEN
 JV6364'THIMBLEBERRY LANE ON THE NORTH AND BEACH MILL ROAD ON THE SOUTH. SEE
 JV6364'FAIRFAX COUNTY TAX MAP 3-3 , 10800 BLOCK BEACH MILL ROAD, REVISED TO
 JV6364'1-1-76.
 JV6364'
 JV6364'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 123, CHAIN BRIDGE
 JV6364'ROAD, AND ROUTE 7, LEESBURG PIKE, IN TYSONS CORNER, GO NORTHWEST ON
 JV6364'ROUTE 7 FOR 8.7 MILES TO THE JUNCTION WITH ROUTE 193, GEORGETOWN
 JV6364'PIKE. TURN RIGHT AND GO EAST FOR 0.1 MILES TO JUNCTION WITH ROUTE
 JV6364'602, SENECA ROAD. TURN LEFT AND GO NORTH FOR 1.5 MILES TO THE
 JV6364'JUNCTION OF ROUTE 603, BEACH MILL ROAD.  TURN RIGHT AND GO EAST 0.6
 JV6364'MILES TO MONTPELIER ROAD. TURN LEFT AND GO NORTH AND EAST WITH
 JV6364'THIMBLEBERRY LANE TO COLONIAL PIPELINE EASEMENT AND STATION ON RIGHT
 JV6364'IN PASTURE.
 JV6364'
 JV6364'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 JV6364'BEACH MILL 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JV6364'14 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 400 FEET S FROM THE
 JV6364'PASTURE FENCE BESIDE THIMBLEBERRY LANE, 65 FEET W FROM THE EDGE OF
 JV6364'WOODS BESIDE THE PASTURE, AND 10 FEET W FROM THE CENTERLINE OF THE
 JV6364'PIPELINE EASEMENT.
 JV6364'
 JV6364'REFERENCE MARK NO. 01 IS A 24 INCH POPLAR TREE IN THE EDGE OF WOODS
 JV6364'ALONG THE EASTERN EDGE OF THE PASTURE. LOCATED 27 FEET S FROM RM-3,
 JV6364'AND 62 FEET S FROM RM 2.
 JV6364'
 JV6364'REFERENCE MARK NO. 02 IS A CUT NAIL IN THE SIDE OF A 12 INCH PINE TREE
 JV6364'LOCATED 35 FEET N FROM RM-3.
 JV6364'
 JV6364'REFERENCE MARK NO. 03 IS A TRANSIT TACK IN THE SIDE OF A 6 INCH MAPLE
 JV6364'TREE.
 JV6364
 JV6364                          STATION RECOVERY (1997)
 JV6364
 JV6364'RECOVERY NOTE BY US POWER SQUADRON 1997
 JV6364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8335 ***********************************************************************
 HV8335  DESIGNATION -  BEACON HILL
 HV8335  PID         -  HV8335
 HV8335  STATE/COUNTY-  VA/FAIRFAX
 HV8335  USGS QUAD   -  FALLS CHURCH (1994)
 HV8335
 HV8335                         *CURRENT SURVEY CONTROL
 HV8335  ___________________________________________________________________
 HV8335* NAD 83(1993)-  38 54 09.15332(N)    077 10 17.68654(W)     ADJUSTED  
 HV8335* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 HV8335  ___________________________________________________________________
 HV8335  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HV8335  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8335
 HV8335  HORZ ORDER  -  SECOND
 HV8335
 HV8335.The horizontal coordinates were established by classical geodetic methods
 HV8335.and adjusted by the National Geodetic Survey in November 1994..
 HV8335
 HV8335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8335
 HV8335.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8335
 HV8335.The geoid height was determined by GEOID03.
 HV8335
 HV8335;                    North         East     Units Scale Factor Converg.
 HV8335;SPC VA N     - 2,138,016.099 3,615,225.433   MT  0.99996073   +0 49 44.7
 HV8335;SPC VA N     - 7,014,474.48 11,860,952.11   sFT  0.99996073   +0 49 44.7
 HV8335;SPC MD       -   137,201.536   385,117.062   MT  0.99994996   -0 06 27.7
 HV8335;SPC MD       -   450,135.37  1,263,504.89   sFT  0.99994996   -0 06 27.7
 HV8335;UTM  18      - 4,308,203.362   311,691.803   MT  1.00003666   -1 21 50.9
 HV8335
 HV8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8335!SPC VA N     -   0.99998693  x   0.99996073  =   0.99994766
 HV8335!SPC MD       -   0.99998693  x   0.99994996  =   0.99993689
 HV8335!UTM  18      -   0.99998693  x   1.00003666  =   1.00002359
 HV8335
 HV8335                          SUPERSEDED SURVEY CONTROL
 HV8335
 HV8335  NAD 83(1993)-  38 54 09.15225(N)    077 10 17.68859(W) AD(       ) 2
 HV8335  NAD 83(1986)-  38 54 09.15225(N)    077 10 17.69811(W) AD(       ) 2
 HV8335  NGVD 29 (01/12/90)  115.4    (m)          379.     (f) VERT ANG       
 HV8335
 HV8335.Superseded values are not recommended for survey control.
 HV8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8335.See file dsdata.txt to determine how the superseded data were derived.
 HV8335
 HV8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1169208203(NAD 83)
 HV8335_MARKER: DD = SURVEY DISK
 HV8335_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV8335+WITH SETTING: PAVEMENT
 HV8335_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8335+STABILITY: SURFACE MOTION
 HV8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8335+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2004
 HV8335
 HV8335  HISTORY     - Date     Condition        Report By
 HV8335  HISTORY     - 1977     MONUMENTED       VA-059
 HV8335  HISTORY     - 19970215 GOOD             USPSQD
 HV8335  HISTORY     - 20040102 GOOD             GEOCAC
 HV8335
 HV8335                          STATION DESCRIPTION
 HV8335
 HV8335'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8335'THE STATION IS LOCATED ABOUT 1.74 MILES NORTH OF THE CITY OF
 HV8335'FALLSCHURCH, 2.94 MILES SOUTHEAST OF TYSONS CORNER, 4.93 MILES EAST
 HV8335'OF THE TOWN OF VIENNA.  SEE FAIRFAX COUNTY TAX MAP 40-4.
 HV8335'
 HV8335'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPARTMENT AT
 HV8335'1440 CHAIN BRIDGE ROAD, PROCEED WESTERLY DIRECTION 0.4 MILES TO THE
 HV8335'INTERSECTION WITH WESTMORELAND STREET ON THE LEFT. TURN LEFT AND
 HV8335'PROCEED FOR 2.1 MILES TO THE STATION ON THE RIGHT AT THE INTERSECTION
 HV8335'OF WESTMORELAND STREET AND BEACON HILL LANE.
 HV8335'
 HV8335'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8335'---BEACON HILL 1977--- SET INTO A CONCRETE SIDEWALK FLUSH WITH THE
 HV8335'SURFACE LOCATED 19 FEET SW FROM THE CENTERLINE OF WESTMORELAND STREET.
 HV8335'
 HV8335'REFERENCE MARK NO. 01 IS A CHISELED CROSS SET INTO THE RIM OF A
 HV8335'SANITARY SEWER LOCATED 21 FEET SW FROM THE CENTERLINE OF WESTMORELAND
 HV8335'STREET.
 HV8335'
 HV8335'REFERENCE MARK NO. 02 IS A CHISELED CROSS IN THE TOP OF A SIGN WALL
 HV8335'THAT READS BEACON HILL LOCATED 30 FEET SW FROM THE CENTERLINE OF
 HV8335'WESTMORELAND STREET.
 HV8335
 HV8335                          STATION RECOVERY (1997)
 HV8335
 HV8335'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8335'RECOVERED IN GOOD CONDITION.
 HV8335
 HV8335                          STATION RECOVERY (2004)
 HV8335
 HV8335'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV8335'STATION DISK IS IN THE CONCRETE SIDEWALK IN THE NORTHWEST QUADRANT OF
 HV8335'THE INTERSECTION OF WESTMORELAND STREET AND BEACON LANE (NOT BEACON
 HV8335'HILL LANE, AS STATED IN THE 1977 DESCRIPTION) AND AT THE ENTRANCE OF
 HV8335'THE BEACH HILL SUBDIVISION.
 HV8335' 
 HV8335'STATION IS LOCATED APPROXIMATELY 48 FEET SOUTH OF A TELEPHONE POLE
 HV8335'WITH SERVICE BOX P46 WS, APPROXIMATELY 14 FEET EAST-SOUTHEAST OF THE
 HV8335'NORTHERN OF TWO BRICK AND CONCRETE 'BEACON HILL' SIGNS, AND
 HV8335'APPROXIMATELY 35 FEET NORTH OF THE CENTERLINE OF BEACON LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1354 ***********************************************************************
 FW1354  DESIGNATION -  BEACON MSFC 1907
 FW1354  PID         -  FW1354
 FW1354  STATE/COUNTY-  VA/ACCOMACK
 FW1354  USGS QUAD   -  GREAT FOX ISLAND (1992)
 FW1354
 FW1354                         *CURRENT SURVEY CONTROL
 FW1354  ___________________________________________________________________
 FW1354* NAD 83(1993)-  37 54 35.55680(N)    075 54 18.10810(W)     ADJUSTED  
 FW1354* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1354  ___________________________________________________________________
 FW1354  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FW1354  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 FW1354
 FW1354  HORZ ORDER  -  THIRD
 FW1354
 FW1354.The horizontal coordinates were established by classical geodetic methods
 FW1354.and adjusted by the National Geodetic Survey in November 1994..
 FW1354
 FW1354.The orthometric height was scaled from a topographic map.
 FW1354
 FW1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1354
 FW1354.The geoid height was determined by GEOID03.
 FW1354
 FW1354;                    North         East     Units Scale Factor Converg.
 FW1354;SPC VA S     - 1,178,098.421 3,728,170.258   MT  0.99999013   +1 34 29.8
 FW1354;SPC VA S     - 3,865,144.57 12,231,505.25   sFT  0.99999013   +1 34 29.8
 FW1354;SPC MD       -    27,575.524   496,297.913   MT  1.00009074   +0 41 14.1
 FW1354;SPC MD       -    90,470.70  1,628,270.74   sFT  1.00009074   +0 41 14.1
 FW1354;UTM  18      - 4,196,201.829   420,442.819   MT  0.99967795   -0 33 22.0
 FW1354
 FW1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1354!SPC VA S     -   1.00000570  x   0.99999013  =   0.99999583
 FW1354!SPC MD       -   1.00000570  x   1.00009074  =   1.00009645
 FW1354!UTM  18      -   1.00000570  x   0.99967795  =   0.99968365
 FW1354
 FW1354|---------------------------------------------------------------------|
 FW1354| PID    Reference Object                     Distance      Geod. Az  |
 FW1354|                                                           dddmmss.s |
 FW1354| FW1355 BEACON MSFC 1907 RM                   4.120 METERS 28818     |
 FW1354| FW1360 JAMES ISLAND LIGHTHOUSE             APPROX. 6.1 KM 3485728.1 |
 FW1354|---------------------------------------------------------------------|
 FW1354
 FW1354                          SUPERSEDED SURVEY CONTROL
 FW1354
 FW1354  NAD 83(1993)-  37 54 35.55729(N)    075 54 18.11553(W) AD(       ) 3
 FW1354  NAD 83(1986)-  37 54 35.55717(N)    075 54 18.13334(W) AD(       ) 3
 FW1354  NAD 27      -  37 54 34.86200(N)    075 54 19.41400(W) AD(       ) 3
 FW1354
 FW1354.Superseded values are not recommended for survey control.
 FW1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1354.See file dsdata.txt to determine how the superseded data were derived.
 FW1354
 FW1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2044396202(NAD 83)
 FW1354_MARKER: K = CLAY TILE PIPE
 FW1354_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1354
 FW1354  HISTORY     - Date     Condition        Report By
 FW1354  HISTORY     - 1907     MONUMENTED       MDSFC
 FW1354
 FW1354                          STATION DESCRIPTION
 FW1354
 FW1354'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907 (CCY)
 FW1354'STATION IS BETWEEN TANGIER AND POCOMOKE SOUNDS, ON A SMALL
 FW1354'ISLAND JUST N OF GREAT FOX ISLAND KNOWN AS HOUSE ISLAND,
 FW1354'100 YARDS S OF EXTREME NORTHERN SHORE AND ABOUT 30 YARDS
 FW1354'FROM W SHORE OF ISLAND.  THE SHORE OF AN INLET (NOW CLOSED)
 FW1354'WHICH MADE INTO THE EASTERN SIDE OF THE ISLAND WAS ABOUT
 FW1354'15 FEET NW OF THE STATION.  IT IS MARKED BY CENTER OF 6-INCH
 FW1354'TILE PIPE SET IN CEMENT AND PROJECTING ABOUT 6 INCHES ABOVE
 FW1354'THE GROUND.  REFERENCE MARK IS A HOLE IN THE CENTER OF
 FW1354'THE TOP OF A MARYLAND SHELL FISH SURVEY STANDARD MONUMENT,
 FW1354'AN 8-INCH SQUARE CONCRETE POST 2 FEET LONG, WITH TOP
 FW1354'PROJECTING ABOUT 4 INCHES.  THE LETTERS M.S.F.C. AND U.S.C.S.
 FW1354'ARE COUNTER-SUNK IN TOP OF POST.  IT IS 4.12 METERS
 FW1354'(13.52 FEET) FROM THE STATION, N 71 DEG 42 MIN W.
 FW1354'THE CENTER MARK OF STATION BEACON (OLD), A 2-INCH IRON
 FW1354'PIPE, IS 7.26 METERS (23.82 FEET) FROM THE STATION,
 FW1354'S 9 DEG 25 MIN W.  THE CHIMNEY ON HIGHEST BUILDING
 FW1354'ON FOX ISLAND IS ABOUT 1-1/4 MILES DISTANT, S 19 DEG
 FW1354'47 MIN E.  (SEE ALSO DESCRIPTION OF BEACON (OLD).)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1355 ***********************************************************************
 FW1355  DESIGNATION -  BEACON MSFC 1907 RM
 FW1355  PID         -  FW1355
 FW1355  STATE/COUNTY-  VA/ACCOMACK
 FW1355  USGS QUAD   -  GREAT FOX ISLAND (1992)
 FW1355
 FW1355                         *CURRENT SURVEY CONTROL
 FW1355  ___________________________________________________________________
 FW1355* NAD 83(1993)-  37 54 35.59877(N)    075 54 18.26823(W)     ADJUSTED  
 FW1355* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1355  ___________________________________________________________________
 FW1355  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FW1355  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 FW1355
 FW1355  HORZ ORDER  -  THIRD
 FW1355
 FW1355.The horizontal coordinates were established by classical geodetic methods
 FW1355.and adjusted by the National Geodetic Survey in November 1994..
 FW1355
 FW1355.The orthometric height was scaled from a topographic map.
 FW1355
 FW1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1355
 FW1355.The geoid height was determined by GEOID03.
 FW1355
 FW1355;                    North         East     Units Scale Factor Converg.
 FW1355;SPC VA S     - 1,178,099.607 3,728,166.312   MT  0.99999013   +1 34 29.7
 FW1355;SPC VA S     - 3,865,148.46 12,231,492.31   sFT  0.99999013   +1 34 29.7
 FW1355;SPC MD       -    27,576.771   496,293.986   MT  1.00009073   +0 41 14.0
 FW1355;SPC MD       -    90,474.79  1,628,257.85   sFT  1.00009073   +0 41 14.0
 FW1355;UTM  18      - 4,196,203.161   420,438.922   MT  0.99967796   -0 33 22.1
 FW1355
 FW1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1355!SPC VA S     -   1.00000570  x   0.99999013  =   0.99999583
 FW1355!SPC MD       -   1.00000570  x   1.00009073  =   1.00009644
 FW1355!UTM  18      -   1.00000570  x   0.99967796  =   0.99968366
 FW1355
 FW1355                          SUPERSEDED SURVEY CONTROL
 FW1355
 FW1355  NAD 83(1993)-  37 54 35.59925(N)    075 54 18.27566(W) AD(       ) 3
 FW1355  NAD 83(1986)-  37 54 35.59913(N)    075 54 18.29347(W) AD(       ) 3
 FW1355  NAD 27      -  37 54 34.90400(N)    075 54 19.57400(W) AD(       ) 3
 FW1355
 FW1355.Superseded values are not recommended for survey control.
 FW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1355.See file dsdata.txt to determine how the superseded data were derived.
 FW1355
 FW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2043996203(NAD 83)
 FW1355_MARKER: H = DRILL HOLE
 FW1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1355+STABILITY: SURFACE MOTION
 FW1355
 FW1355  HISTORY     - Date     Condition        Report By
 FW1355  HISTORY     - 1907     MONUMENTED       MDSFC
 FW1355
 FW1355                          STATION DESCRIPTION
 FW1355
 FW1355'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907
 FW1355'REFERENCE MARK IS A HOLE IN THE CENTER OF
 FW1355'THE TOP OF A MARYLAND SHELL FISH SURVEY STANDARD MONUMENT,
 FW1355'AN 8-INCH SQUARE CONCRETE POST 2 FEET LONG, WITH TOP
 FW1355'PROJECTING ABOUT 4 INCHES.  THE LETTERS M.S.F.C. AND U.S.C.S.
 FW1355'ARE COUNTER-SUNK IN TOP OF POST.  IT IS 4.12 METERS
 FW1355'(13.52 FEET) FROM THE STATION, N 71 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3185 ***********************************************************************
 FX3185  DESIGNATION -  BEACON OFF OIL DOCK
 FX3185  PID         -  FX3185
 FX3185  STATE/COUNTY-  VA/C OF NORFOLK
 FX3185  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3185
 FX3185                         *CURRENT SURVEY CONTROL
 FX3185  ___________________________________________________________________
 FX3185* NAD 83(1993)-  36 57 43.13152(N)    076 19 24.23771(W)     ADJUSTED  
 FX3185* NAVD 88     -                                                        
 FX3185  ___________________________________________________________________
 FX3185  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 FX3185  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FX3185
 FX3185  HORZ ORDER  -  THIRD
 FX3185
 FX3185.The horizontal coordinates were established by classical geodetic methods
 FX3185.and adjusted by the National Geodetic Survey in September 1995..
 FX3185
 FX3185
 FX3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3185
 FX3185.The geoid height was determined by GEOID03.
 FX3185
 FX3185;                    North         East     Units Scale Factor Converg.
 FX3185;SPC VA S     - 1,071,998.143 3,693,816.349   MT  0.99997029   +1 19 15.7
 FX3185;SPC VA S     - 3,517,047.24 12,118,795.81   sFT  0.99997029   +1 19 15.7
 FX3185;UTM  18      - 4,091,473.000   382,187.600   MT  0.99977099   -0 47 45.0
 FX3185
 FX3185                          SUPERSEDED SURVEY CONTROL
 FX3185
 FX3185  NAD 83(1986)-  36 57 43.13677(N)    076 19 24.27381(W) AD(       ) 4
 FX3185  NAD 27      -  36 57 42.60200(N)    076 19 25.47800(W) AD(       ) 3
 FX3185
 FX3185.Superseded values are not recommended for survey control.
 FX3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3185.See file dsdata.txt to determine how the superseded data were derived.
 FX3185
 FX3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8218891473(NAD 83)
 FX3185
 FX3185  HISTORY     - Date     Condition        Report By
 FX3185  HISTORY     - 1932     FIRST OBSERVED   CGS
 FX3185  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX3185
 FX3185                          STATION DESCRIPTION
 FX3185
 FX3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3185'A BEACON, NOW DISMANTLED, ON SEWALLS POINT SPIT ABOUT 1/4
 FX3185'MILE N OF THE OIL DOCK IN THE SUBMARINE BASE OF THE HAMPTON
 FX3185'ROADS NAVAL OPERATING BASE.
 FX3185'
 FX3185'THE PRESENT SIGNAL IS A CLUSTER OF FOUR PILES.  THE STATION
 FX3185'WAS UNOCCUPIED.
 FX3185
 FX3185                          STATION RECOVERY (1943)
 FX3185
 FX3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3185'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 FX3185'
 FX3185'THE AREA HAS HAD CONSTRUCTION WORK DONE AND THERE IS CONSIDERABLE
 FX3185'CONSTRUCTION GOING ON AT PRESENT.  NO CLUSTER OF FOUR PILES
 FX3185'WAS FOUND IN THE AREA WITHIN A RADIUS OF 1/8 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4414 ***********************************************************************
 GV4414  DESIGNATION -  BEACON OFF SANDY POINT
 GV4414  PID         -  GV4414
 GV4414  STATE/COUNTY-  VA/YORK
 GV4414  USGS QUAD   -  CLAY BANK (1984)
 GV4414
 GV4414                         *CURRENT SURVEY CONTROL
 GV4414  ___________________________________________________________________
 GV4414* NAD 83(1993)-  37 16 12.32746(N)    076 32 49.55995(W)     ADJUSTED  
 GV4414* NAVD 88     -                                                        
 GV4414  ___________________________________________________________________
 GV4414  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV4414  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 GV4414
 GV4414  HORZ ORDER  -  THIRD
 GV4414
 GV4414.The horizontal coordinates were established by classical geodetic methods
 GV4414.and adjusted by the National Geodetic Survey in September 1995..
 GV4414
 GV4414
 GV4414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4414
 GV4414.The geoid height was determined by GEOID03.
 GV4414
 GV4414;                    North         East     Units Scale Factor Converg.
 GV4414;SPC VA S     - 1,105,747.644 3,673,192.553   MT  0.99994684   +1 11 06.9
 GV4414;SPC VA S     - 3,627,773.73 12,051,132.57   sFT  0.99994684   +1 11 06.9
 GV4414;UTM  18      - 4,125,956.766   362,829.063   MT  0.99983178   -0 56 13.3
 GV4414
 GV4414                          SUPERSEDED SURVEY CONTROL
 GV4414
 GV4414  NAD 83(1993)-  37 16 12.32867(N)    076 32 49.56627(W) AD(       ) 4
 GV4414  NAD 83(1986)-  37 16 12.33525(N)    076 32 49.58814(W) AD(       ) 4
 GV4414  NAD 27      -  37 16 11.81600(N)    076 32 50.74900(W) AD(       ) 3
 GV4414
 GV4414.Superseded values are not recommended for survey control.
 GV4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4414.See file dsdata.txt to determine how the superseded data were derived.
 GV4414
 GV4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6282925957(NAD 83)
 GV4414_MARKER: 14 = NAVIGATION LIGHT
 GV4414
 GV4414  HISTORY     - Date     Condition        Report By
 GV4414  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4414  HISTORY     - 1944     GOOD             CGS
 GV4414
 GV4414                          STATION DESCRIPTION
 GV4414
 GV4414'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4414'A LIGHT ON A 3-PILE WOODEN STRUCTURE, PAINTED BLACK.  THE TOP
 GV4414'OF THE LIGHT IS ABOUT 10 FEET ABOVE THE LEVEL OF THE YORK
 GV4414'RIVER.
 GV4414
 GV4414                          STATION RECOVERY (1944)
 GV4414
 GV4414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4414'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1356 ***********************************************************************
 FW1356  DESIGNATION -  BEACON OLD 1898
 FW1356  PID         -  FW1356
 FW1356  STATE/COUNTY-  VA/ACCOMACK
 FW1356  USGS QUAD   -  GREAT FOX ISLAND (1992)
 FW1356
 FW1356                         *CURRENT SURVEY CONTROL
 FW1356  ___________________________________________________________________
 FW1356* NAD 83(1993)-  37 54 35.32487(N)    075 54 18.15899(W)     ADJUSTED  
 FW1356* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1356  ___________________________________________________________________
 FW1356  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FW1356  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 FW1356
 FW1356  HORZ ORDER  -  THIRD
 FW1356
 FW1356.The horizontal coordinates were established by classical geodetic methods
 FW1356.and adjusted by the National Geodetic Survey in November 1994..
 FW1356
 FW1356.The orthometric height was scaled from a topographic map.
 FW1356
 FW1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1356
 FW1356.The geoid height was determined by GEOID03.
 FW1356
 FW1356;                    North         East     Units Scale Factor Converg.
 FW1356;SPC VA S     - 1,178,091.238 3,728,169.212   MT  0.99999012   +1 34 29.8
 FW1356;SPC VA S     - 3,865,121.00 12,231,501.82   sFT  0.99999012   +1 34 29.8
 FW1356;SPC MD       -    27,568.358   496,296.756   MT  1.00009075   +0 41 14.0
 FW1356;SPC MD       -    90,447.19  1,628,266.94   sFT  1.00009075   +0 41 14.0
 FW1356;UTM  18      - 4,196,194.693   420,441.507   MT  0.99967796   -0 33 22.0
 FW1356
 FW1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1356!SPC VA S     -   1.00000570  x   0.99999012  =   0.99999582
 FW1356!SPC MD       -   1.00000570  x   1.00009075  =   1.00009646
 FW1356!UTM  18      -   1.00000570  x   0.99967796  =   0.99968366
 FW1356
 FW1356                          SUPERSEDED SURVEY CONTROL
 FW1356
 FW1356  NAD 83(1993)-  37 54 35.32537(N)    075 54 18.16652(W) AD(       ) 3
 FW1356  NAD 83(1986)-  37 54 35.32523(N)    075 54 18.18430(W) AD(       ) 3
 FW1356  NAD 27      -  37 54 34.63000(N)    075 54 19.46300(W) AD(       ) 3
 FW1356
 FW1356.Superseded values are not recommended for survey control.
 FW1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1356.See file dsdata.txt to determine how the superseded data were derived.
 FW1356
 FW1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2044296195(NAD 83)
 FW1356_MARKER: I = METAL ROD
 FW1356_SETTING: 0 = UNSPECIFIED SETTING
 FW1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1356
 FW1356  HISTORY     - Date     Condition        Report By
 FW1356  HISTORY     - 1898     MONUMENTED       CGS
 FW1356  HISTORY     - 1916     POOR             CGS
 FW1356
 FW1356                          STATION DESCRIPTION
 FW1356
 FW1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 FW1356'STATION IS BETWEEN TANGIER AND POCOMOKE SOUNDS, JUST N OF GREAT
 FW1356'FOX ISLAND, ON A SMALL ISLAND CALLED HOUSE ISLAND, KNOWN LOCALLY
 FW1356'AS BLIZZARD ISLAND.  IT IS ABOUT 100 YARDS S OF EXTREME NORTHERN
 FW1356'SHORE, ABOUT 30 YARDS FROM WESTERN SHORE, AND 7.26 METERS (23.82
 FW1356'FEET) SOUTHEASTWARD OF STATION BEACON OF 1907.  STATION IS
 FW1356'MARKED BY A 2-INCH IRON PIPE PROJECTING A FEW INCHES ABOVE THE
 FW1356'GROUND.  THE PIPE IS IN BAD CONDITION.  THE REMAINS OF AN OLD
 FW1356'SIGNAL SURROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0744 ***********************************************************************
 FZ0744  DESIGNATION -  BEACON RM 1
 FZ0744  PID         -  FZ0744
 FZ0744  STATE/COUNTY-  VA/WYTHE
 FZ0744  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0744
 FZ0744                         *CURRENT SURVEY CONTROL
 FZ0744  ___________________________________________________________________
 FZ0744* NAD 83(1986)-  36 54 31.     (N)    081 15 55.     (W)     SCALED    
 FZ0744* NAVD 88     -       805.930  (meters)    2644.12   (feet)  ADJUSTED  
 FZ0744  ___________________________________________________________________
 FZ0744  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ0744  DYNAMIC HT  -         805.179 (meters)    2641.66  (feet)  COMP
 FZ0744  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FZ0744
 FZ0744  VERT ORDER  -  FIRST     CLASS II
 FZ0744
 FZ0744.The horizontal coordinates were scaled from a topographic map and have
 FZ0744.an estimated accuracy of +/- 6 seconds.
 FZ0744
 FZ0744.The orthometric height was determined by differential leveling
 FZ0744.and adjusted by the National Geodetic Survey in June 1991..
 FZ0744
 FZ0744.The geoid height was determined by GEOID03.
 FZ0744
 FZ0744.The dynamic height is computed by dividing the NAVD 88
 FZ0744.geopotential number by the normal gravity value computed on the
 FZ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0744.degrees latitude (g = 980.6199 gals.).
 FZ0744
 FZ0744.The modeled gravity was interpolated from observed gravity values.
 FZ0744
 FZ0744;                    North         East    Units  Estimated Accuracy
 FZ0744;SPC VA S     - 1,067,450.    3,253,610.      MT  (+/- 180 meters Scaled)
 FZ0744
 FZ0744                          SUPERSEDED SURVEY CONTROL
 FZ0744
 FZ0744  NGVD 29 (??/??/92)  805.990  (m)         2644.32   (f) ADJ UNCH    1 2
 FZ0744
 FZ0744.Superseded values are not recommended for survey control.
 FZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0744.See file dsdata.txt to determine how the superseded data were derived.
 FZ0744
 FZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA763847(NAD 83)
 FZ0744_MARKER: DR = REFERENCE MARK DISK
 FZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0744_STAMPING: BEACON NO 1 1958
 FZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0744+STABILITY: SURFACE MOTION
 FZ0744
 FZ0744  HISTORY     - Date     Condition        Report By
 FZ0744  HISTORY     - 1958     MONUMENTED       CGS
 FZ0744  HISTORY     - 1959     GOOD             NGS
 FZ0744  HISTORY     - 1984     GOOD             NGS
 FZ0744
 FZ0744                          STATION DESCRIPTION
 FZ0744
 FZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0744'11.2 MI SW FROM WYTHEVILLE.
 FZ0744'31 FEET NORTH-NORTHEAST OF BEACON DESCRIBED, 44 FEET
 FZ0744'NORTH-NORTHWEST OF R M 2, ON THE HIGHEST POINT OF HILL, 24 1/2
 FZ0744'FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF AIRWAY BEACON, 1
 FZ0744'FOOT WEST-SOUTHWEST OF A WIRE FENCE, AND SET IN TOP OF A CONCRETE
 FZ0744'POST PROJECTING 4 INCHES.
 FZ0744
 FZ0744                          STATION RECOVERY (1984)
 FZ0744
 FZ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0746 ***********************************************************************
 FZ0746  DESIGNATION -  BEACON RM 2
 FZ0746  PID         -  FZ0746
 FZ0746  STATE/COUNTY-  VA/WYTHE
 FZ0746  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0746
 FZ0746                         *CURRENT SURVEY CONTROL
 FZ0746  ___________________________________________________________________
 FZ0746* NAD 83(1986)-  36 54 31.     (N)    081 15 55.     (W)     SCALED    
 FZ0746* NAVD 88     -       805.320  (meters)    2642.12   (feet)  ADJUSTED  
 FZ0746  ___________________________________________________________________
 FZ0746  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ0746  DYNAMIC HT  -         804.570 (meters)    2639.66  (feet)  COMP
 FZ0746  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FZ0746
 FZ0746  VERT ORDER  -  FIRST     CLASS II
 FZ0746
 FZ0746.The horizontal coordinates were scaled from a topographic map and have
 FZ0746.an estimated accuracy of +/- 6 seconds.
 FZ0746
 FZ0746.The orthometric height was determined by differential leveling
 FZ0746.and adjusted by the National Geodetic Survey in June 1991..
 FZ0746
 FZ0746.The geoid height was determined by GEOID03.
 FZ0746
 FZ0746.The dynamic height is computed by dividing the NAVD 88
 FZ0746.geopotential number by the normal gravity value computed on the
 FZ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0746.degrees latitude (g = 980.6199 gals.).
 FZ0746
 FZ0746.The modeled gravity was interpolated from observed gravity values.
 FZ0746
 FZ0746;                    North         East    Units  Estimated Accuracy
 FZ0746;SPC VA S     - 1,067,450.    3,253,610.      MT  (+/- 180 meters Scaled)
 FZ0746
 FZ0746                          SUPERSEDED SURVEY CONTROL
 FZ0746
 FZ0746  NGVD 29 (??/??/92)  805.380  (m)         2642.32   (f) ADJ UNCH    1 2
 FZ0746
 FZ0746.Superseded values are not recommended for survey control.
 FZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0746.See file dsdata.txt to determine how the superseded data were derived.
 FZ0746
 FZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA763847(NAD 83)
 FZ0746_MARKER: DR = REFERENCE MARK DISK
 FZ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0746_STAMPING: BEACON NO 2 1958
 FZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0746+STABILITY: SURFACE MOTION
 FZ0746
 FZ0746  HISTORY     - Date     Condition        Report By
 FZ0746  HISTORY     - 1958     MONUMENTED       CGS
 FZ0746  HISTORY     - 1959     GOOD             NGS
 FZ0746
 FZ0746                          STATION DESCRIPTION
 FZ0746
 FZ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0746'11.2 MI SW FROM WYTHEVILLE.
 FZ0746'25.9 FEET EAST-SOUTHEAST OF BEACON DESCRIBED, 44 FEET
 FZ0746'SOUTH-SOUTHEAST OF R M 1, 19 1/2 FEET EAST-SOUTHEAST OF THE
 FZ0746'SOUTHEAST LEG OF AIRWAY BEACON, 1 FOOT WEST-SOUTHWEST OF A WIRE
 FZ0746'FENCE, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4096 ***********************************************************************
 FX4096  DESIGNATION -  BEALE
 FX4096  PID         -  FX4096
 FX4096  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4096  USGS QUAD   -  COURTLAND (1986)
 FX4096
 FX4096                         *CURRENT SURVEY CONTROL
 FX4096  ___________________________________________________________________
 FX4096* NAD 83(1993)-  36 37 45.01580(N)    077 02 51.71754(W)     ADJUSTED  
 FX4096* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 FX4096  ___________________________________________________________________
 FX4096  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FX4096  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 FX4096
 FX4096  HORZ ORDER  -  FIRST
 FX4096
 FX4096.The horizontal coordinates were established by classical geodetic methods
 FX4096.and adjusted by the National Geodetic Survey in September 1995..
 FX4096
 FX4096.The orthometric height was scaled from a topographic map.
 FX4096
 FX4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4096
 FX4096.The geoid height was determined by GEOID03.
 FX4096
 FX4096;                    North         East     Units Scale Factor Converg.
 FX4096;SPC VA S     - 1,033,829.816 3,629,895.257   MT  1.00002780   +0 52 53.2
 FX4096;SPC VA S     - 3,391,823.32 11,909,081.36   sFT  1.00002780   +0 52 53.2
 FX4096;SPC NC       -   321,137.341   784,236.049   MT  1.00016198   +1 07 36.5
 FX4096;SPC NC       - 1,053,598.09  2,572,947.77   sFT  1.00016198   +1 07 36.5
 FX4096;UTM  18      - 4,055,688.887   316,911.477   MT  1.00001300   -1 13 19.4
 FX4096
 FX4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4096!SPC VA S     -   1.00000148  x   1.00002780  =   1.00002928
 FX4096!SPC NC       -   1.00000148  x   1.00016198  =   1.00016346
 FX4096!UTM  18      -   1.00000148  x   1.00001300  =   1.00001448
 FX4096
 FX4096|---------------------------------------------------------------------|
 FX4096| PID    Reference Object                     Distance      Geod. Az  |
 FX4096|                                                           dddmmss.s |
 FX4096| DC8060 BEALE RM 1                           43.266 METERS 03752     |
 FX4096| FX4068 FRANKLIN BLACK FLAT TOP TANK        APPROX.12.6 KM 0625532.1 |
 FX4096| DC8061 BEALE RM 2                           42.322 METERS 18447     |
 FX4096| DC8063 BEALE RM 4                           28.462 METERS 29613     |
 FX4096| DC8062 BEALE RM 3 AZIMUTH                                 3360648.0 |
 FX4096|---------------------------------------------------------------------|
 FX4096
 FX4096                          SUPERSEDED SURVEY CONTROL
 FX4096
 FX4096  NAD 83(1986)-  36 37 45.02311(N)    077 02 51.73537(W) AD(       ) 1
 FX4096  NAD 27      -  36 37 44.48600(N)    077 02 52.86400(W) AD(       ) 1
 FX4096
 FX4096.Superseded values are not recommended for survey control.
 FX4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4096.See file dsdata.txt to determine how the superseded data were derived.
 FX4096
 FX4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1691155689(NAD 83)
 FX4096_MARKER: DS = TRIANGULATION STATION DISK
 FX4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4096
 FX4096  HISTORY     - Date     Condition        Report By
 FX4096  HISTORY     - 1933     MONUMENTED       CGS
 FX4096  HISTORY     - 1961     GOOD             CGS
 FX4096
 FX4096                          STATION DESCRIPTION
 FX4096
 FX4096'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4096'ABOUT 7-3/4 MILES WEST-SOUTHWEST OF FRANKLIN AND 5.9 MILES
 FX4096'NORTH OF VIRGINIA-NORTH CAROLINA STATE LINE, ON LAND OF W.E.
 FX4096'BEALE.  TO REACH FROM EITHER FRANKLIN OR MURFREESBORO, FOLLOW
 FX4096'ROUTE 158 TO POINT 1.4 MILES SOUTH OF CROSSING OF NOTTAWAY RIVER
 FX4096'OR 0.65 MILE NORTH OF POINT WHERE HIGHWAY CROSSES STATE LINE,
 FX4096'TURN WEST ONTO DIRT CROSSROADS AT TEXACO GAS STATION ON EAST
 FX4096'SIDE AND STANDARD GAS STATION ON WEST SIDE OF HIGHWAY, PROCEED
 FX4096'1.95 MILES OR 0.4 MILE BEYOND TWO SCHOOLS ON LEFT, TAKE RIGHT
 FX4096'FORK, FOLLOW MAIN ROAD 3.05 MILES TO CROSSROADS AT E.F.
 FX4096'DRAKES STORE AT SUNBEAM, KEEP STRAIGHT AHEAD 2.25 MILES,
 FX4096'CROSS OVER CROSSROADS WITH SMALL TEXACO AND GULF GAS
 FX4096'STATIONS, AND CONTINUE 0.85 MILE TO STATION SITE AT BEALES
 FX4096'HOUSE WHICH IS ABOUT 150 YARDS EAST OF ROAD.  STATION IS
 FX4096'JUST INSIDE FENCE, 24 FEET NORTH OF SOUTH FENCE OF DRIVE
 FX4096'TO HOUSE, 23 FEET EAST OF LARGE TREE ON FENCE LINE OPPOSITE
 FX4096'STATION, 32 FEET EAST OF CENTER OF IRON GATE TO DRIVEWAY,
 FX4096'AND 47 FEET NORTHEAST OF CENTER LINE OF ROAD.  SURFACE
 FX4096'AND UNDERGROUND MARKS ARE STANDARD STANDARD STATION
 FX4096'MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 FX4096'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 66 FEET
 FX4096'WEST OF 3-FOOT SYCAMORE TREE, 1 FOOT EAST OF WEST FENCE OF
 FX4096'DRIVE, 72 FEET EAST OF EAST CORNER OF BARN IN NORTHWEST CORNER
 FX4096'OF YARD, AND 141.95 FEET FROM STATION.
 FX4096'NO. 2 IS 32 FEET NORTHWEST OF 2-FOOT OAK TREE, 16
 FX4096'FEET SOUTHWEST OF CENTER LINE OF ROAD, AND 138.85 FEET
 FX4096'FROM STATION S 4 DEG 47 MIN W.  NO. 3 IS 15 FEET SOUTHWEST
 FX4096'OF CENTER LINE OF ROAD, IN NORTHWEST CORNER OF CULTIVATED
 FX4096'FIELD, 12 FEET SOUTHEAST OF 10-INCH OAK TREE AND 6-INCH CEDAR
 FX4096'TREE THAT STAND IN NORTHWEST CORNER OF FIELD, OPPOSITE
 FX4096'WILD-CHERRY TREE ON OPPOSITE SIDE OF ROAD, AND APPROXIMATELY
 FX4096'0.25 MILE FROM STATION.
 FX4096
 FX4096                          STATION RECOVERY (1961)
 FX4096
 FX4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX4096'STATION, REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN GOOD
 FX4096'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED AND THE DISK
 FX4096'RECLAIMED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS CHECKED AND
 FX4096'FOUND CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX4096'
 FX4096'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF FRANKLIN ON THE
 FX4096'EAST SIDE OF SECONDARY STATE HIGHWAY 680 AND ABOUT 6 MILES NORTH OF
 FX4096'THE NORTH CAROLINA-VIRGINIA STATE LINE.
 FX4096'
 FX4096'IT IS 90 FEET SOUTHWEST OF THE SOUTHEAST CORNER AND 75 FEET SOUTH OF
 FX4096'THE SOUTHWEST CORNER OF A METAL BARN, 46 FEET EAST OF THE CENTER OF
 FX4096'HIGHWAY 680 AND 23 FEET SOUTH OF THE DRIVEWAY.  THE MARK PROJECTS
 FX4096'ABOUT 6 INCHES AND THE DISK IS STAMPED BEALE 1933.
 FX4096'
 FX4096'TO REACH THE STATION FROM JUNCTION OF U. S. HIGHWAY 58 AND 258 IN
 FX4096'FRANKLIN.  GO WEST, SOUTH AND AGAIN WEST ON HIGHWAY 258 FOR 2.0
 FX4096'MILES TO SECONDARY STATE HIGHWAY 684.  GO WEST ON HIGHWAY 684
 FX4096'(WINDING ROAD) FOR 6.9 MILES TO THE JUNCTION OF HIGHWAY 680 IN
 FX4096'THE COMMUNITY OF SUNBEAM, TURN RIGHT ON HIGHWAY 680 AND GO 2.2 MILES
 FX4096'TO THE JUNCTION OF HIGHWAY 672.  CONTINUE NORTH ON HIGHWAY 680 FOR
 FX4096'0.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FX4096'
 FX4096'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE LAWN, 78.7 FEET EAST
 FX4096'OF THE SOUTHWEST OCRONER OF THE METAL BARN AND 66 FEET NORTH OF A
 FX4096'36 INCH SYCAMORE TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 FX4096'DISK IS STAMPED BEALE NO 1 1933.
 FX4096'
 FX4096'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 23 FEET SOUTH OF A DRIVEWAY
 FX4096'LEADING WEST, 16.5 FEET WEST OF THE CENTER OF HIGHWAY 680, 6 FEET
 FX4096'SOUTHEAST OF A POWER POLE AND 2 FEET SOUTH OF A CGS WITNESS SIGN.
 FX4096'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEALE NO 3 1933.
 FX4096'
 FX4096'REFERENCE MARK NO. 4 IS 63 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FX4096'METAL BARN, 18 FEET WEST OF THE CENTER OF HIGHWAY 680 AND 5 FEET
 FX4096'SOUTH OF A 12 INCH CEDAR TREE.  THE MARK PROJECTS ABOUT 2 INCHES
 FX4096'AND THE DISK IS STAMPED BEALE NO 4 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6890 ***********************************************************************
 HV6890  DESIGNATION -  BEALE 1932
 HV6890  PID         -  HV6890
 HV6890  STATE/COUNTY-  VA/WESTMORELAND
 HV6890  USGS QUAD   -  MACHODOC (1982)
 HV6890
 HV6890                         *CURRENT SURVEY CONTROL
 HV6890  ___________________________________________________________________
 HV6890* NAD 83(1993)-  38 06 49.21555(N)    076 42 41.14843(W)     ADJUSTED  
 HV6890* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6890  ___________________________________________________________________
 HV6890  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 HV6890  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HV6890
 HV6890  HORZ ORDER  -  THIRD
 HV6890
 HV6890.The horizontal coordinates were established by classical geodetic methods
 HV6890.and adjusted by the National Geodetic Survey in November 1994..
 HV6890
 HV6890.The orthometric height was scaled from a topographic map.
 HV6890
 HV6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6890
 HV6890.The geoid height was determined by GEOID03.
 HV6890
 HV6890;                    North         East     Units Scale Factor Converg.
 HV6890;SPC VA N     - 2,051,144.389 3,656,839.706   MT  0.99998679   +1 06 58.6
 HV6890;SPC VA N     - 6,729,462.88 11,997,481.60   sFT  0.99998679   +1 06 58.6
 HV6890;SPC VA S     - 1,199,068.777 3,656,847.043   MT  1.00003014   +1 05 07.9
 HV6890;SPC VA S     - 3,933,944.81 11,997,505.67   sFT  1.00003014   +1 05 07.9
 HV6890;UTM  18      - 4,219,810.442   349,967.872   MT  0.99987723   -1 03 23.5
 HV6890
 HV6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6890!SPC VA N     -   1.00000521  x   0.99998679  =   0.99999200
 HV6890!SPC VA S     -   1.00000521  x   1.00003014  =   1.00003535
 HV6890!UTM  18      -   1.00000521  x   0.99987723  =   0.99988244
 HV6890
 HV6890:                Primary Azimuth Mark                     Grid Az
 HV6890:SPC VA N     -  THOMPSON 1932                            188 11 28.3
 HV6890:SPC VA S     -  THOMPSON 1932                            188 13 19.0
 HV6890:UTM  18      -  THOMPSON 1932                            190 21 50.4
 HV6890
 HV6890|---------------------------------------------------------------------|
 HV6890| PID    Reference Object                     Distance      Geod. Az  |
 HV6890|                                                           dddmmss.s |
 HV6890| HV6914 THOMPSON 1932                       APPROX. 1.0 KM 1891826.9 |
 HV6890| HV6901 GREEN 1932                          370.280 METERS 24305     |
 HV6890| HV6915 VAUGHN 1932                         426.686 METERS 3393149.1 |
 HV6890|---------------------------------------------------------------------|
 HV6890
 HV6890                          SUPERSEDED SURVEY CONTROL
 HV6890
 HV6890  NAD 83(1993)-  38 06 49.21390(N)    076 42 41.15314(W) AD(       ) 3
 HV6890  NAD 83(1986)-  38 06 49.21577(N)    076 42 41.16509(W) AD(       ) 3
 HV6890  NAD 27      -  38 06 48.73900(N)    076 42 42.26000(W) AD(       ) 3
 HV6890
 HV6890.Superseded values are not recommended for survey control.
 HV6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6890.See file dsdata.txt to determine how the superseded data were derived.
 HV6890
 HV6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4996819810(NAD 83)
 HV6890_MARKER: Z = SEE DESCRIPTION
 HV6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6890+STABILITY: SURFACE MOTION
 HV6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV6890+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 HV6890
 HV6890  HISTORY     - Date     Condition        Report By
 HV6890  HISTORY     - 1932     MONUMENTED       VACF
 HV6890  HISTORY     - 1942     GOOD             CGS
 HV6890  HISTORY     - 1957     GOOD             CGS
 HV6890  HISTORY     - 19981114 GOOD             USPSQD
 HV6890  HISTORY     - 20030313 GOOD             USPSQD
 HV6890  HISTORY     - 20051130 GOOD             USPSQD
 HV6890
 HV6890                          STATION DESCRIPTION
 HV6890
 HV6890'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6890'STATION IS ON POINT OF MARSH N OF DEALS WHARF, MARKED BY A 5-FOOT
 HV6890'SECTION OF 1-INCH GALVANIZED-IRON PIPE SURROUNDED NEAR THE
 HV6890'SURFACE BY A BLOCK OF CONCRETE.
 HV6890
 HV6890                          STATION RECOVERY (1942)
 HV6890
 HV6890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6890'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE U.S.
 HV6890'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV6890'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV6890'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV6890'
 HV6890'THE STATION IS LOCATED ON A POINT OF MARSH N OF BEALES WHARF, NOT
 HV6890'DEALS WHARF.
 HV6890'
 HV6890'THE STATION IS LOCATED ON THE E SHORE OF NOMINI CREEK N OF BEALES
 HV6890'WHARF, ON LOW MARSHY POINT, AND 17.30 FEET FROM A NAIL IN A NEARBY
 HV6890'CEDAR TREE.  THE STATION IS A 1-INCH GALVANIZED-IRON PIPE
 HV6890'EXTENDING 7 INCHES ABOVE THE GROUND, SET IN A CONCRETE BLOCK
 HV6890'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION
 HV6890'IS IN GOOD CONDITION.
 HV6890
 HV6890                          STATION RECOVERY (1957)
 HV6890
 HV6890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6890'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6890'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 HV6890'
 HV6890'THE STATION IS LOCATED ABOUT 250 FEET NORTHEAST OF BEALES WHARF,
 HV6890'130.0 FEET NORTH OF A STILE AT WIRE FENCE, 49.0 FEET EAST OF TIP
 HV6890'OF POINT AND 7.0 FEET SOUTH OF MEAN HIGH-WATER LINE.  THE PIPE
 HV6890'PROJECTS 6 INCHES ABOVE THE GROUND.
 HV6890'
 HV6890'THE CEDAR TREE IS GONE.
 HV6890
 HV6890                          STATION RECOVERY (1998)
 HV6890
 HV6890'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6890'RECOVERED IN GOOD CONDITION.
 HV6890
 HV6890                          STATION RECOVERY (2003)
 HV6890
 HV6890'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6890'RECOVERED IN GOOD CONDITION.
 HV6890
 HV6890                          STATION RECOVERY (2005)
 HV6890
 HV6890'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3014 ***********************************************************************
 FX3014  DESIGNATION -  BEAR
 FX3014  PID         -  FX3014
 FX3014  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3014  USGS QUAD   -  LITTLE CREEK (1989)
 FX3014
 FX3014                         *CURRENT SURVEY CONTROL
 FX3014  ___________________________________________________________________
 FX3014* NAD 83(1993)-  36 55 13.46255(N)    076 10 40.32043(W)     ADJUSTED  
 FX3014* NAVD 88     -                                                        
 FX3014  ___________________________________________________________________
 FX3014  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX3014  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX3014
 FX3014  HORZ ORDER  -  THIRD
 FX3014
 FX3014.The horizontal coordinates were established by classical geodetic methods
 FX3014.and adjusted by the National Geodetic Survey in September 1995..
 FX3014
 FX3014
 FX3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3014
 FX3014.The geoid height was determined by GEOID03.
 FX3014
 FX3014;                    North         East     Units Scale Factor Converg.
 FX3014;SPC VA S     - 1,067,694.620 3,706,886.305   MT  0.99997565   +1 24 33.7
 FX3014;SPC VA S     - 3,502,928.10 12,161,676.15   sFT  0.99997565   +1 24 33.7
 FX3014;UTM  18      - 4,086,690.681   395,086.832   MT  0.99973559   -0 42 27.4
 FX3014
 FX3014                          SUPERSEDED SURVEY CONTROL
 FX3014
 FX3014  NAD 83(1986)-  36 55 13.46844(N)    076 10 40.35840(W) AD(       ) 4
 FX3014  NAD 27      -  36 55 12.93900(N)    076 10 41.58600(W) AD(       ) 3
 FX3014
 FX3014.Superseded values are not recommended for survey control.
 FX3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3014.See file dsdata.txt to determine how the superseded data were derived.
 FX3014
 FX3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9508786691(NAD 83)
 FX3014_MARKER: 14 = NAVIGATION LIGHT
 FX3014
 FX3014  HISTORY     - Date     Condition        Report By
 FX3014  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3014  HISTORY     - 1943     GOOD             CGS
 FX3014  HISTORY     - 1944     MARK NOT FOUND   CGS
 FX3014
 FX3014                          STATION DESCRIPTION
 FX3014
 FX3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3014'CENTER OF THE LANTERN OF A PRIVATELY OPERATED LIGHTED BEACON IN
 FX3014'THE DREDGED CHANNEL OF LITTLE CREEK, ON CHESAPEAKE BAY.  WHEN
 FX3014'ENTERING IT IS THE FOURTH LIGHT ON THE STARBOARD SIDE AND IS
 FX3014'SITUATED ON THE NORTH SIDE OF THE ENTRANCE OF THE LONG ARM OF
 FX3014'LITTLE CREEK INTO THE DREDGED CHANNEL.  THE LANTERN IS FIXED ON
 FX3014'THE TOP OF A STEEL TOWER AT ABOUT 18 FEET ABOVE THE MEAN LOW
 FX3014'WATER.  THE BASE OF THE TOWER IS SECURED TO A PLATFORM WHICH IS
 FX3014'SUPPORTED AT ABOUT 1 FOOT ABOVE MEAN LOW WATER BY THREE
 FX3014'10-INCH PILES DRIVEN VERTICALLY AND SO THAT THEY FORM A
 FX3014'TRIANGLE ABOUT 8 FEET ON A SIDE.
 FX3014'
 FX3014'CHARACTERISTIC OF LIGHT--RED, FLASH EVERY 3 SECONDS.
 FX3014
 FX3014                          STATION RECOVERY (1943)
 FX3014
 FX3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3014'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX3014
 FX3014                          STATION RECOVERY (1944)
 FX3014
 FX3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LCJ)
 FX3014'LOST.  STRUCTURE REMOVED.  LIGHT REESTABLISHED IN DIFFERENT
 FX3014'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3085 ***********************************************************************
 FX3085  DESIGNATION -  BEARTOWN
 FX3085  PID         -  FX3085
 FX3085  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3085  USGS QUAD   -  PLEASANT RIDGE (1981)
 FX3085
 FX3085                         *CURRENT SURVEY CONTROL
 FX3085  ___________________________________________________________________
 FX3085* NAD 83(1993)-  36 40 04.63041(N)    076 03 40.61814(W)     ADJUSTED  
 FX3085* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3085  ___________________________________________________________________
 FX3085  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 FX3085  GEOID HEIGHT-         -37.79  (meters)                     GEOID03
 FX3085
 FX3085  HORZ ORDER  -  SECOND
 FX3085
 FX3085.The horizontal coordinates were established by classical geodetic methods
 FX3085.and adjusted by the National Geodetic Survey in September 1995..
 FX3085
 FX3085.The orthometric height was scaled from a topographic map.
 FX3085
 FX3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3085
 FX3085.The geoid height was determined by GEOID03.
 FX3085
 FX3085;                    North         East     Units Scale Factor Converg.
 FX3085;SPC VA S     - 1,039,950.282 3,717,994.534   MT  1.00001938   +1 28 48.4
 FX3085;SPC VA S     - 3,411,903.55 12,198,120.40   sFT  1.00001938   +1 28 48.4
 FX3085;UTM  18      - 4,058,562.901   405,160.638   MT  0.99971081   -0 38 01.8
 FX3085
 FX3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3085!SPC VA S     -   1.00000582  x   1.00001938  =   1.00002520
 FX3085!UTM  18      -   1.00000582  x   0.99971081  =   0.99971663
 FX3085
 FX3085|---------------------------------------------------------------------|
 FX3085| PID    Reference Object                     Distance      Geod. Az  |
 FX3085|                                                           dddmmss.s |
 FX3085| DC8064 BEARTOWN RM 1                        23.811 METERS 01121     |
 FX3085| DC8065 BEARTOWN RM 2                        23.585 METERS 11259     |
 FX3085| FX3086 BLOSSOM                             APPROX. 4.2 KM 1520645.3 |
 FX3085|---------------------------------------------------------------------|
 FX3085
 FX3085                          SUPERSEDED SURVEY CONTROL
 FX3085
 FX3085  NAD 83(1986)-  36 40 04.63968(N)    076 03 40.64996(W) AD(       ) 2
 FX3085  NAD 27      -  36 40 04.09800(N)    076 03 41.89700(W) AD(       ) 2
 FX3085
 FX3085.Superseded values are not recommended for survey control.
 FX3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3085.See file dsdata.txt to determine how the superseded data were derived.
 FX3085
 FX3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0516158563(NAD 83)
 FX3085_MARKER: DS = TRIANGULATION STATION DISK
 FX3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3085
 FX3085  HISTORY     - Date     Condition        Report By
 FX3085  HISTORY     - 1934     MONUMENTED       CGS
 FX3085
 FX3085                          STATION DESCRIPTION
 FX3085
 FX3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3085'ON THE EAST BANK OF THE INLAND WATERWAY ABOUT 3 MILES NORTH
 FX3085'OF PUNGO LANDING AND ABOUT 100 METERS SOUTH OF BEACON 7 AND
 FX3085'35 METERS EAST OF THE CANAL.  ABOUT 40 METERS EAST OF THE
 FX3085'STATION THERE IS A SLIGHT MOUND OF LOOSE SAND SURROUNDED BY
 FX3085'PINE TREES.
 FX3085'
 FX3085'TO REACH STATION, GO BY BOAT, PREFERABLY FROM PUNGO LANDING.
 FX3085'
 FX3085'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3085'DISKS SET IN CONCRETE.
 FX3085'
 FX3085'AN AZIMUTH MARK (R.M. NO. 3) IS NORTH OF THE STATION ON THE
 FX3085'EASTERN SIDE OF THE CANAL JUST SOUTH OF A CLUMP OF SMALL
 FX3085'PINES ON THE POINT WHICH IS FORMED BY A BEND IN THE CANAL.  IT
 FX3085'IS ALSO APPROXIMATELY ON LINE WITH BEACON 7.
 FX3085'
 FX3085'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3428 ***********************************************************************
 GX3428  DESIGNATION -  BEARWALLOW 2
 GX3428  PID         -  GX3428
 GX3428  STATE/COUNTY-  VA/BUCHANAN
 GX3428  USGS QUAD   -  AMONATE (1977)
 GX3428
 GX3428                         *CURRENT SURVEY CONTROL
 GX3428  ___________________________________________________________________
 GX3428* NAD 83(1993)-  37 14 39.08097(N)    081 44 50.12158(W)     ADJUSTED  
 GX3428* NAVD 88     -       947.5    (meters)    3109.     (feet)  VERTCON   
 GX3428  ___________________________________________________________________
 GX3428  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GX3428  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX3428
 GX3428  HORZ ORDER  -  FIRST
 GX3428
 GX3428.The horizontal coordinates were established by classical geodetic methods
 GX3428.and adjusted by the National Geodetic Survey in December 1995..
 GX3428
 GX3428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3428
 GX3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3428
 GX3428.The geoid height was determined by GEOID03.
 GX3428
 GX3428;                    North         East     Units Scale Factor Converg.
 GX3428;SPC VA S     - 1,106,036.212 3,211,955.135   MT  0.99994771   -1 58 15.0
 GX3428;SPC VA S     - 3,628,720.47 10,537,889.47   sFT  0.99994771   -1 58 15.0
 GX3428;SPC WV S     -    27,370.012   533,695.595   MT  1.00005921   -0 27 43.0
 GX3428;UTM  17      - 4,122,223.198   433,724.815   MT  0.99965411   -0 27 08.2
 GX3428
 GX3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3428!SPC VA S     -   0.99985617  x   0.99994771  =   0.99980389
 GX3428!SPC WV S     -   0.99985617  x   1.00005921  =   0.99991537
 GX3428!UTM  17      -   0.99985617  x   0.99965411  =   0.99951033
 GX3428
 GX3428|---------------------------------------------------------------------|
 GX3428| PID    Reference Object                     Distance      Geod. Az  |
 GX3428|                                                           dddmmss.s |
 GX3428| DC3767 BEARWALLOW 2 RM 4                    10.162 METERS 09551     |
 GX3428| DC3765 BEARWALLOW 2 RM 1                     5.802 METERS 11456     |
 GX3428| DC3764 BEARWALLOW 2 RM 2 AZIMUTH            11.982 METERS 13945     |
 GX3428| DC3766 BEARWALLOW 2 RM 3                    11.982 METERS 22320     |
 GX3428|---------------------------------------------------------------------|
 GX3428
 GX3428                          SUPERSEDED SURVEY CONTROL
 GX3428
 GX3428  NAD 83(1993)-  37 14 39.08378(N)    081 44 50.12343(W) AD(       ) 1
 GX3428  NAD 83(1993)-  37 14 39.09094(N)    081 44 50.12439(W) AD(       ) 1
 GX3428  NAD 83(1986)-  37 14 39.09074(N)    081 44 50.12649(W) AD(       ) 1
 GX3428  NAD 27      -  37 14 38.68244(N)    081 44 50.73108(W) AD(       ) 1
 GX3428  NGVD 29 (07/19/86)  947.6    (m)         3109.     (f) VERT ANG       
 GX3428
 GX3428.Superseded values are not recommended for survey control.
 GX3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3428.See file dsdata.txt to determine how the superseded data were derived.
 GX3428
 GX3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3372522223(NAD 83)
 GX3428_MARKER: DS = TRIANGULATION STATION DISK
 GX3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3428
 GX3428  HISTORY     - Date     Condition        Report By
 GX3428  HISTORY     - 1933     MONUMENTED       CGS
 GX3428  HISTORY     - 1934     GOOD             CGS
 GX3428  HISTORY     - 1960     GOOD             VADH
 GX3428  HISTORY     - 1963     GOOD             CGS
 GX3428  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 GX3428
 GX3428                          STATION DESCRIPTION
 GX3428
 GX3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GX3428'STATION IS LOCATED ON THE TOP OF A BRUSH-COVERED KNOB ABOUT
 GX3428'0.1 MILE W OF THE VIRGINIA-WEST VIRGINIA STATE LINE AND 0.5
 GX3428'MILE N OF THE CORNER OF TAZEWELL AND BUCHANAN COUNTIES, VIRGINIA,
 GX3428'AND MC DOWELL COUNTY, WEST VIRGINIA, ABOUT 400 YARDS W OF
 GX3428'BEARWALLOW POST OFFICE.  THIS STATION IS LOCATED NEAR THE SITE
 GX3428'OF THE OLD U.S.G.S. STATION BEARWALLOW, THE STATION MARK OF
 GX3428'WHICH HAS BEEN DESTROYED.
 GX3428'
 GX3428'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 3 ARE STANDARD
 GX3428'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A
 GX3428'AND 11A.
 GX3428'
 GX3428'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS WEDGED
 GX3428'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GX3428'
 GX3428'REFERENCE MARK NO. 1 IS ESE FROM THE STATION ON THE DOWNWARD
 GX3428'SLOPE OF THE KNOB.
 GX3428'
 GX3428'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.6 MILE SSE
 GX3428'FROM THE STATION IN ROCK OUTCROP 27 FEET W OF THE CENTER
 GX3428'LINE OF THE ROAD, 18 FEET S OF A TELEPHONE POLE, AND DIRECTLY
 GX3428'IN FRONT OF THE HOME (W) OF ELMER WHITE.
 GX3428'
 GX3428'REFERENCE MARK NO. 3 IS WSW FROM THE STATION ALONG THE BACKBONE
 GX3428'OF THE SLOPE TOWARDS THE ROAD.
 GX3428'
 GX3428'TO REACH THE STATION FROM JEWEL RIDGE, VA., TAKE THE MAIN
 GX3428'ROAD N ABOUT 8.6 MILES TO THE BEARWALLOW POST OFFICE.  TURN
 GX3428'LEFT AND PROCEED ABOUT 0.2 MILE TO THE TOP OF THE RIDGE.
 GX3428'STATION IS ON SUMMIT OF THE KNOB ABOUT 50 YARDS NE (R) OF
 GX3428'THE ROAD.
 GX3428
 GX3428                          STATION RECOVERY (1934)
 GX3428
 GX3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3428'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 GX3428'AS DESCRIBED.
 GX3428'
 GX3428'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 GX3428
 GX3428                          STATION RECOVERY (1960)
 GX3428
 GX3428'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1960
 GX3428'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  TO REACH
 GX3428'THE STATION FROM JEWEL RIDGE, VIRGINIA, TAKE COUNTY ROUTE
 GX3428'620 TO THE INTERSECTION OF ROUTE 616.  CONTINUE N ON ROUTE
 GX3428'616 FOR 8.6 MILES TO THE INTERSECTION OF COUNTY ROUTE 637
 GX3428'(BEARSWALLOW).  TURN LEFT ON ROUTE 637 AND PROCEED ABOUT
 GX3428'0.2 MILE TO TOP OF THE RIDGE.  STATION IS ON SUMMIT OF THE
 GX3428'KNOB ABOUT 50 YARDS NE (R) OF THE ROAD.
 GX3428
 GX3428                          STATION RECOVERY (1963)
 GX3428
 GX3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3428'THE STATION MARK, REFERENCE MARK NO. 2 (AZIMUTH MARK) AND
 GX3428'REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD CONDITION.
 GX3428'EVIDENCE OF THE DRILLED HOLE AT THE LOCATION OF REFERENCE
 GX3428'NO. 1 WAS FOUND BUT THE DISK HAD BEEN REMOVED.  THIS PARTY
 GX3428'ESTABLISHED REFERENCE MARK NO. 4.  A DISCREPANCE WAS FOUND
 GX3428'IN THE DIRECTION TO REFERENCE MARK NO. 2 (AZIMUTH MARK)
 GX3428'AND THE FIRE TOWER.  FOLLOWING IS ADDITIONAL REFERENCE
 GX3428'MEASUREMENTS AND A NEW TO REACH.
 GX3428'
 GX3428'TO REACH THE STATION FROM THE POST OFFICE IN RICHLANDS,
 GX3428'GO WEST ON U.S. HIGHWAY 460 FOR 0.1 MILE TO THE JUNCTION
 GX3428'OF STATE HIGHWAY 67, JUST BEFORE REACHING RAILROAD TRACKS,
 GX3428'TURN RIGHT, NORTH AND FOLLOW STATE HIGHWAY 67 FOR 9.0 MILES
 GX3428'TO A FORK, KEEP RIGHT ON COUNTY ROAD 616 FOR 0.8 MILE TO
 GX3428'A SIDE ROAD RIGHT AT THE BUCHANAN-TAZEWELL COUNTY LINE,
 GX3428'CONTINUE STRAIGHT AND GO 0.6 MILE TO A SIDE ROAD RIGHT,
 GX3428'CONTINUE STRAIGHT AND GO 3.1 MILES TO THE AZIMUTH MARK ON
 GX3428'THE LEFT.  CONTINUE FOR 0.55 MILE TO THE OLD BEARWALLOW
 GX3428'POST OFFICE, NOW ABANDONED, AND COUNTY ROAD 637 ON THE LEFT,
 GX3428'TURN LEFT ON COUNTY ROAD 637 AND GO 0.2 MILE TO WHERE THE
 GX3428'ROAD CRESTS THE RIDGE.  STATION IS ON THE SUMMIT OF A KNOB
 GX3428'ABOUT 50 YARDS NORTHEAST, TO THE RIGHT OF ROAD.
 GX3428'
 GX3428'THE STATION MARK IS 2.2 FEET SOUTH OF A METAL WITNESS SIGN.
 GX3428'NOTES 1A 7A
 GX3428'
 GX3428'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS WEST OF MR. JIM SPARKS
 GX3428'HOUSE, 2.9 FEET NORTHWEST OF A METAL WITNESS SIGN AND ABOUT
 GX3428'4 FEET LOWER THAN THE ROAD SURFACE.  NOTE 12A
 GX3428'
 GX3428'REFERENCE MARK NO. 3 IS 40.3 FEET SOUTHWEST OF A METAL WITNESS
 GX3428'SIGN AND ON THE SOUTH SLOPE OF HILL ABOUT 4 FEET LOWER THAN THE
 GX3428'STATION MARK.  NOTE 11A
 GX3428'
 GX3428'REFERENCE MARK NO. 4 IS 34.9 FEET EAST OF A METAL WITNESS
 GX3428'SIGN AND ABOUT 4 FEET LOWER THAN THE STATION MARK.  IT IS A
 GX3428'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GX3428'BEDROCK AND IS STAMPED BEARWALLOW 2 NO 4 1933.  NOTE 12A
 GX3428'
 GX3428'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 GX3428
 GX3428                          STATION RECOVERY (2002)
 GX3428
 GX3428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 GX3428'NOW HAS A RADIO TOWER ON SITE FOUND DC3766 RM 3 ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3057 ***********************************************************************
 HV3057  DESIGNATION -  BEASLEY
 HV3057  PID         -  HV3057
 HV3057  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3057  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3057
 HV3057                         *CURRENT SURVEY CONTROL
 HV3057  ___________________________________________________________________
 HV3057* NAD 83(1993)-  38 15 19.84639(N)    077 29 38.02345(W)     ADJUSTED  
 HV3057* NAVD 88     -        78.890  (meters)     258.82   (feet)  POSTED    
 HV3057  ___________________________________________________________________
 HV3057  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HV3057  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3057  DYNAMIC HT  -          78.840 (meters)     258.66  (feet)  COMP
 HV3057  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 HV3057
 HV3057  HORZ ORDER  -  SECOND
 HV3057  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3057
 HV3057.The horizontal coordinates were established by classical geodetic methods
 HV3057.and adjusted by the National Geodetic Survey in November 1994..
 HV3057
 HV3057.The orthometric height was determined by differential leveling
 HV3057.and adjusted by the National Geodetic Survey in 1992..
 HV3057.No vertical observational check was made to the station.
 HV3057.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3057.was located on a no-check spur therefore a value was not computed.
 HV3057
 HV3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3057
 HV3057.The geoid height was determined by GEOID03.
 HV3057
 HV3057.The dynamic height is computed by dividing the NAVD 88
 HV3057.geopotential number by the normal gravity value computed on the
 HV3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3057.degrees latitude (g = 980.6199 gals.).
 HV3057
 HV3057.The modeled gravity was interpolated from observed gravity values.
 HV3057
 HV3057;                    North         East     Units Scale Factor Converg.
 HV3057;SPC VA N     - 2,065,843.121 3,588,056.592   MT  0.99996822   +0 37 40.5
 HV3057;SPC VA N     - 6,777,686.97 11,771,815.67   sFT  0.99996822   +0 37 40.5
 HV3057;UTM  18      - 4,237,106.815   281,788.303   MT  1.00018646   -1 32 41.1
 HV3057
 HV3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3057!SPC VA N     -   0.99999272  x   0.99996822  =   0.99996094
 HV3057!UTM  18      -   0.99999272  x   1.00018646  =   1.00017918
 HV3057
 HV3057:                Primary Azimuth Mark                     Grid Az
 HV3057:SPC VA N     -  BEASLEY AZ MK                            077 55 07.5
 HV3057:UTM  18      -  BEASLEY AZ MK                            080 05 29.1
 HV3057
 HV3057|---------------------------------------------------------------------|
 HV3057| PID    Reference Object                     Distance      Geod. Az  |
 HV3057|                                                           dddmmss.s |
 HV3057| HV3060 BEASLEY AZ MK                                      0783248.0 |
 HV3057| HV3058 BEASLEY RM 1                         24.983 METERS 11209     |
 HV3057| HV3059 BEASLEY RM 2                         41.808 METERS 29054     |
 HV3057|---------------------------------------------------------------------|
 HV3057
 HV3057                          SUPERSEDED SURVEY CONTROL
 HV3057
 HV3057  NAD 83(1993)-  38 15 19.84776(N)    077 29 38.03726(W) AD(       ) 2
 HV3057  NAD 83(1986)-  38 15 19.84743(N)    077 29 38.03697(W) AD(       ) 2
 HV3057  NAD 27      -  38 15 19.38110(N)    077 29 39.08910(W) AD(       ) 2
 HV3057  NGVD 29 (??/??/??)   79.175  (m)          259.76   (f) ADJUSTED    2 0
 HV3057
 HV3057.Superseded values are not recommended for survey control.
 HV3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3057.See file dsdata.txt to determine how the superseded data were derived.
 HV3057
 HV3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8178837107(NAD 83)
 HV3057_MARKER: DS = TRIANGULATION STATION DISK
 HV3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3057_STAMPING: BEASLEY 1959
 HV3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3057+STABILITY: SURFACE MOTION
 HV3057
 HV3057  HISTORY     - Date     Condition        Report By
 HV3057  HISTORY     - 1959     MONUMENTED       CGS
 HV3057  HISTORY     - 1960     GOOD             CGS
 HV3057  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3057  HISTORY     - 19880505 MARK NOT FOUND   USPSQD
 HV3057  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3057  HISTORY     - 20000912 MARK NOT FOUND   GEOMET
 HV3057
 HV3057                          STATION DESCRIPTION
 HV3057
 HV3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3057'STATION IS LOCATED NEAR THE SOUTH EDGE OF FREDERICKSBURG,
 HV3057'ABOUT 0.15 MILE EAST OF FOUR MILE FORKS AND ON THE PROPERTY
 HV3057'OF MR. W.A. BEASLEY.
 HV3057'
 HV3057'STATION, STAMPED BEASLEY 1959, IS SET FLUSH WITH THE SURFACE
 HV3057'OF THE GROUND.  IT IS 6.9 FEET EAST OF A STANDARD METAL WITNESS
 HV3057'POST, 6.9 FEET EAST OF A NORTH-SOUTH FENCE LINE, 58.0 FEET
 HV3057'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 117.0
 HV3057'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN.
 HV3057'
 HV3057'R.M. 1, STAMPED BEASLEY NO 1 1959, PROJECTS ABOUT 2 INCHES.
 HV3057'IT IS 139.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN,
 HV3057'82.6 FEET SOUTH OF A STANDARD METAL WITNESS POST AND ABOUT
 HV3057'3 FEET BELOW THE ELEVATION OF THE STATION.
 HV3057'
 HV3057'R.M. 2, STAMPED BEASLEY NO 2 1959, IS SET FLUSH WITH THE
 HV3057'SURFACE OF THE GROUND.  IT IS 6.7 FEET EAST OF THE NORTHEAST
 HV3057'CORNER OF A BARN, 83.0 FEET WEST OF THE SOUTH END OF THE GATE
 HV3057'IN THE NORTH-SOUTH FENCE LINE, 17.0 FEET NORTH OF A CONCRETE
 HV3057'SILO BASE, 77.0 FEET WEST OF POWERLINE POLE 33 AND IS ABOUT
 HV3057'2 FEET BELOW THE ELEVATION OF THE STATION.
 HV3057'
 HV3057'AZIMUTH MARK, STAMPED BEASLEY 1959, IS SET FLUSH WITH THE
 HV3057'SURFACE OF THE GROUND.  IT IS 3.5 FEET WEST OF THE WEST SIDE
 HV3057'OF THE HOUSE AT 303 SOUTH GATE AVE., 6.5 FEET NORTHWEST OF THE
 HV3057'SOUTHWEST CORNER OF THE HOUSE AND 6.0 FEET SOUTHWEST OF THE
 HV3057'CENTER OF THE DOOR ON THE WEST SIDE OF THE HOUSE.
 HV3057'
 HV3057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 HV3057'ALTERNATE 1 AT FOUR MILE FORKS, GO NORTHEAST ON U.S. HIGHWAY 1
 HV3057'FOR 0.15 MILE TO THE DRIVEWAY TO MR. BEASLEYS HOME ON THE RIGHT.
 HV3057'(CONTINUE ON U.S. HIGHWAY 1 FOR 0.05 MILE, TURN RIGHT, GO EAST
 HV3057'ON SOUTH GATE AVE. FOR 0.3 MILE TO THE AZIMUTH MARK AS DESCRIBED
 HV3057'ABOVE.) TURN RIGHT, GO EAST FOR 0.05 MILE TO MR. BEASLEYS HOME
 HV3057'AND THE STATION.  STATION IS JUST EAST OF THE SOUTH ONE OF TWO
 HV3057'LARGE BARNS.
 HV3057'
 HV3057'HEIGHT OF LIGHT ABOVE STATION MARK 22.20 METERS.
 HV3057
 HV3057                          STATION RECOVERY (1960)
 HV3057
 HV3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3057'0.2 MI E FROM FOUR MILE FORK.
 HV3057'ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 HV3057'OF ALTERNATE U.S. HIGHWAY 1 AT FOUR MILE FORK, THENCE ABOUT 0.1
 HV3057'MILE SOUTHEAST ALONG A DRIVE, 116 1/2 FEET SOUTHEAST OF THE
 HV3057'SOUTHEAST CORNER OF MILKING BARN OF MR. BEASLEY, 58 FEET EAST OF
 HV3057'THE NORTHEAST CORNER OF A WOODEN BARN, 7 FEET NORTH OF A WIRE
 HV3057'FENCE, 137.2 FEET EAST-SOUTHEAST OF R M 2, 82.0 FEET WEST-NORTHWEST
 HV3057'OF R M 1, IN A PASTURE, 7 FEET NORTH OF A STEEL WITNESS POST,
 HV3057'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV3057
 HV3057                          STATION RECOVERY (1984)
 HV3057
 HV3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3057'MARK NOT FOUND.
 HV3057
 HV3057                          STATION RECOVERY (1988)
 HV3057
 HV3057'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDR)
 HV3057'MARK NOT FOUND.
 HV3057
 HV3057                          STATION RECOVERY (1998)
 HV3057
 HV3057'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3057'MARK NOT FOUND.
 HV3057
 HV3057                          STATION RECOVERY (2000)
 HV3057
 HV3057'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV3057'BELIEVED TO BE DESTROYED DUE TO NEW CONSTRUCTION AND LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3058 ***********************************************************************
 HV3058  DESIGNATION -  BEASLEY RM 1
 HV3058  PID         -  HV3058
 HV3058  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3058  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3058
 HV3058                         *CURRENT SURVEY CONTROL
 HV3058  ___________________________________________________________________
 HV3058* NAD 83(1986)-  38 15 19.     (N)    077 29 38.     (W)     SCALED    
 HV3058* NAVD 88     -        78.180  (meters)     256.50   (feet)  POSTED    
 HV3058  ___________________________________________________________________
 HV3058  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3058  DYNAMIC HT  -          78.130 (meters)     256.33  (feet)  COMP
 HV3058  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 HV3058
 HV3058  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3058
 HV3058.The horizontal coordinates were scaled from a topographic map and have
 HV3058.an estimated accuracy of +/- 6 seconds.
 HV3058
 HV3058.The orthometric height was determined by differential leveling
 HV3058.and adjusted by the National Geodetic Survey in 1992..
 HV3058.No vertical observational check was made to the station.
 HV3058.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3058.was located on a no-check spur therefore a value was not computed.
 HV3058
 HV3058.The geoid height was determined by GEOID03.
 HV3058
 HV3058.The dynamic height is computed by dividing the NAVD 88
 HV3058.geopotential number by the normal gravity value computed on the
 HV3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3058.degrees latitude (g = 980.6199 gals.).
 HV3058
 HV3058.The modeled gravity was interpolated from observed gravity values.
 HV3058
 HV3058;                    North         East    Units  Estimated Accuracy
 HV3058;SPC VA N     - 2,065,820.    3,588,060.      MT  (+/- 180 meters Scaled)
 HV3058
 HV3058                          SUPERSEDED SURVEY CONTROL
 HV3058
 HV3058  NGVD 29 (??/??/??)   78.465  (m)          257.43   (f) ADJUSTED    2 0
 HV3058
 HV3058.Superseded values are not recommended for survey control.
 HV3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3058.See file dsdata.txt to determine how the superseded data were derived.
 HV3058
 HV3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH817370(NAD 83)
 HV3058_MARKER: DR = REFERENCE MARK DISK
 HV3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3058_STAMPING: BEASLEY NO 1 1959
 HV3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3058+STABILITY: SURFACE MOTION
 HV3058
 HV3058  HISTORY     - Date     Condition        Report By
 HV3058  HISTORY     - 1959     MONUMENTED       CGS
 HV3058  HISTORY     - 1960     GOOD             CGS
 HV3058  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3058  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3058
 HV3058                          STATION DESCRIPTION
 HV3058
 HV3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3058'0.2 MI E FROM FOUR MILE FORK.
 HV3058'82.0 FEET EAST-SOUTHEAST OF TRIANGULATION STATION BEASLEY,
 HV3058'DESCRIBED, 184 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MILKING
 HV3058'BARN BELONGING TO MR. BEASLEY, 1 FOOT NORTH OF A WIRE FENCE AND IN
 HV3058'A PASTURE, 139 1/2 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN
 HV3058'BARN, 219 1/2 FEET EAST-SOUTHEAST OF R M 2, AND SET IN TOP OF
 HV3058'A CONCRETE POST PROJECTING 3 INCHES.
 HV3058
 HV3058                          STATION RECOVERY (1984)
 HV3058
 HV3058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3058'MARK NOT FOUND.
 HV3058
 HV3058                          STATION RECOVERY (1998)
 HV3058
 HV3058'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3059 ***********************************************************************
 HV3059  DESIGNATION -  BEASLEY RM 2
 HV3059  PID         -  HV3059
 HV3059  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3059  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3059
 HV3059                         *CURRENT SURVEY CONTROL
 HV3059  ___________________________________________________________________
 HV3059* NAD 83(1986)-  38 15 19.     (N)    077 29 38.     (W)     SCALED    
 HV3059* NAVD 88     -        78.539  (meters)     257.67   (feet)  POSTED    
 HV3059  ___________________________________________________________________
 HV3059  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3059  DYNAMIC HT  -          78.490 (meters)     257.51  (feet)  COMP
 HV3059  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 HV3059
 HV3059  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3059
 HV3059.The horizontal coordinates were scaled from a topographic map and have
 HV3059.an estimated accuracy of +/- 6 seconds.
 HV3059
 HV3059.The orthometric height was determined by differential leveling
 HV3059.and adjusted by the National Geodetic Survey in 1992..
 HV3059.No vertical observational check was made to the station.
 HV3059.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3059.was located on a no-check spur therefore a value was not computed.
 HV3059
 HV3059.The geoid height was determined by GEOID03.
 HV3059
 HV3059.The dynamic height is computed by dividing the NAVD 88
 HV3059.geopotential number by the normal gravity value computed on the
 HV3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3059.degrees latitude (g = 980.6199 gals.).
 HV3059
 HV3059.The modeled gravity was interpolated from observed gravity values.
 HV3059
 HV3059;                    North         East    Units  Estimated Accuracy
 HV3059;SPC VA N     - 2,065,820.    3,588,060.      MT  (+/- 180 meters Scaled)
 HV3059
 HV3059                          SUPERSEDED SURVEY CONTROL
 HV3059
 HV3059  NGVD 29 (??/??/??)   78.825  (m)          258.61   (f) ADJUSTED    2 0
 HV3059
 HV3059.Superseded values are not recommended for survey control.
 HV3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3059.See file dsdata.txt to determine how the superseded data were derived.
 HV3059
 HV3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH817370(NAD 83)
 HV3059_MARKER: DR = REFERENCE MARK DISK
 HV3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3059_STAMPING: BEASLEY NO 2 1959
 HV3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3059+STABILITY: SURFACE MOTION
 HV3059
 HV3059  HISTORY     - Date     Condition        Report By
 HV3059  HISTORY     - 1959     MONUMENTED       CGS
 HV3059  HISTORY     - 1960     GOOD             CGS
 HV3059  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3059  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3059
 HV3059                          STATION DESCRIPTION
 HV3059
 HV3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3059'0.2 MI E FROM FOUR MILE FORK.
 HV3059'137.2 FEET WEST-NORTHWEST OF TRIANGULATION STATION BEASLEY,
 HV3059'DESCRIBED, 219 1/2 FEET WEST-NORTHWEST OF R M 1, 83 FEET
 HV3059'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MILKING BARN, 7 FEET
 HV3059'NORTH OF THE NORTHWEST CORNER OF A SHED BUILT ONTO A WOODEN BARN,
 HV3059'1 FOOT EAST OF A WIRE FENCE, 17 FEET NORTHWEST OF THE NORHTWEST
 HV3059'EDGE OF CONCRETE FOUNDATION OF ABANDONED SILO, AND SET IN TOP
 HV3059'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV3059
 HV3059                          STATION RECOVERY (1984)
 HV3059
 HV3059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3059'MARK NOT FOUND.
 HV3059
 HV3059                          STATION RECOVERY (1998)
 HV3059
 HV3059'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3336 ***********************************************************************
 HW3336  DESIGNATION -  BEAVER
 HW3336  PID         -  HW3336
 HW3336  STATE/COUNTY-  VA/ALBEMARLE
 HW3336  USGS QUAD   -  CROZET (1987)
 HW3336
 HW3336                         *CURRENT SURVEY CONTROL
 HW3336  ___________________________________________________________________
 HW3336* NAD 83(1993)-  38 05 20.61031(N)    078 42 29.39268(W)     ADJUSTED  
 HW3336* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 HW3336  ___________________________________________________________________
 HW3336  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 HW3336  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HW3336
 HW3336  HORZ ORDER  -  THIRD
 HW3336
 HW3336.The horizontal coordinates were established by classical geodetic methods
 HW3336.and adjusted by the National Geodetic Survey in November 1994..
 HW3336
 HW3336.The orthometric height was scaled from a topographic map.
 HW3336
 HW3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3336
 HW3336.The geoid height was determined by GEOID03.
 HW3336
 HW3336;                    North         East     Units Scale Factor Converg.
 HW3336;SPC VA S     - 1,194,871.022 3,481,738.086   MT  1.00002463   -0 07 34.8
 HW3336;SPC VA S     - 3,920,172.68 11,423,002.37   sFT  1.00002463   -0 07 34.8
 HW3336;UTM  17      - 4,218,176.775   700,986.371   MT  1.00009754   +1 24 51.4
 HW3336
 HW3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3336!SPC VA S     -   0.99993906  x   1.00002463  =   0.99996369
 HW3336!UTM  17      -   0.99993906  x   1.00009754  =   1.00003660
 HW3336
 HW3336:                Primary Azimuth Mark                     Grid Az
 HW3336:SPC VA S     -  CROZET ACME VISIBLE RECORDS TK           136 31 54.8
 HW3336:UTM  17      -  CROZET ACME VISIBLE RECORDS TK           134 59 28.6
 HW3336
 HW3336|---------------------------------------------------------------------|
 HW3336| PID    Reference Object                     Distance      Geod. Az  |
 HW3336|                                                           dddmmss.s |
 HW3336| HW3337 CROZET ACME VISIBLE RECORDS TK      APPROX. 3.1 KM 1362420.0 |
 HW3336| DC3768 BEAVER RM 1                          10.037 METERS 15236     |
 HW3336| HW3338 CROZET CHESTER HADEN CO TANK        APPROX. 2.2 KM 1654319.2 |
 HW3336| GW2365 HEARD MTN CONSOL GAS PIPE MAST      APPROX.17.9 KM 1884852.1 |
 HW3336| DC3769 BEAVER RM 2                          23.090 METERS 25420     |
 HW3336|---------------------------------------------------------------------|
 HW3336
 HW3336                          SUPERSEDED SURVEY CONTROL
 HW3336
 HW3336  NAD 83(1986)-  38 05 20.61005(N)    078 42 29.38833(W) AD(       ) 3
 HW3336  NAD 27      -  38 05 20.11030(N)    078 42 30.31210(W) AD(       ) 3
 HW3336
 HW3336.Superseded values are not recommended for survey control.
 HW3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3336.See file dsdata.txt to determine how the superseded data were derived.
 HW3336
 HW3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0098618177(NAD 83)
 HW3336_MARKER: DS = TRIANGULATION STATION DISK
 HW3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3336
 HW3336  HISTORY     - Date     Condition        Report By
 HW3336  HISTORY     - 1958     MONUMENTED       CGS
 HW3336
 HW3336                          STATION DESCRIPTION
 HW3336
 HW3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3336'THE STATION IS LOCATED ABOUT 12 MILES WEST NORTHWEST OF
 HW3336'CHARLOTTESVILLE, 1.5 MILE NORTH OF CROZET, ON A HILL KNOWN
 HW3336'LOCALLY AS OWL OR GOBBLER MTN. AND ON PROPERTY OF MR. WALTER
 HW3336'SANDRICH.
 HW3336'
 HW3336'THE STATION MARK, STAMPED BEAVER 1958, IS SET ABOUT 1 FOOT
 HW3336'BELOW THE SURFACE OF THE GROUND, 28 FEET WEST OF THE NORTH
 HW3336'CORNER OF AN OLD RESERVOIR, 29 FEET WEST NORTHWEST OF THE SOUTH
 HW3336'CORNER, 5 FEET WEST OF THE CENTERLINE OF A FIELD ROAD AND ABOUT
 HW3336'100 YARDS NORTH OF AN OLD HOUSE.
 HW3336'
 HW3336'REFERENCE MARK NO. 1, STAMPED BEAVER NO 1 1958, IS CEMENTED
 HW3336'IN A DRILL HOLE IN ROCK OUTCROP, 23 FEET EAST OF THE CENTERLINE
 HW3336'OF A FIELD ROAD, 4 FEET SOUTH OF THE SOUTH CORNER OF THE
 HW3336'RESERVOIR AND IS ABOUT 2 FEET ABOVE THE ELEVATION OF THE
 HW3336'STATION.
 HW3336'
 HW3336'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 1958, IS CEMENTED
 HW3336'IN A DRILL HOLE IN ROCK OUTCROP, 41 FEET WEST OF THE SOUTH
 HW3336'CORNER OF THE RESERVOIR, 21 FEET WEST OF THE CENTERLINE OF
 HW3336'A FIELD ROAD AND ABOUT 4 FEET ABOVE THE ELEVATION OF THE
 HW3336'STATION.
 HW3336'
 HW3336'TO REACH FROM THE RAILROAD OVERPASS AT CROZET--GO WEST
 HW3336'ON COUNTY ROAD 788 FOR 0.7 MILE, THENCE RIGHT AND GO NORTH
 HW3336'ON COUNTY ROAD 789 FOR 0.05 MILE TO CROSSROAD.  TURN LEFT
 HW3336'AND GO NORTHWEST ON DIRT ROAD FOR 0.8 MILES TO A BOARD GATE
 HW3336'JUST NORTH OF A HOUSE.  PASS THROUGH GATE AND CONTINUE ON
 HW3336'DIRT ROAD FOR 0.2 MILE TO A GATE WEST OF MR SANDRICHS HOUSE,
 HW3336'PASS THROUGH GATE AND CONTINUE 0.1 MILE TO FORK.  KEEP LEFT
 HW3336'FORK AND GO NORTHWEST FOR 0.05 MILE TO SOUTHWEST CORNER OF
 HW3336'WOVEN WIRE FENCE.  BEAR LEFT AND GO SOUTHWEST ON FIELD ROAD
 HW3336'FOR 0.1 MILE TO AN OLD RESERVOIR ON LEFT AND THE STATION
 HW3336'ON RIGHT.
 HW3336'
 HW3336'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5681 ***********************************************************************
 GV5681  DESIGNATION -  BEAVER
 GV5681  PID         -  GV5681
 GV5681  STATE/COUNTY-  VA/HANOVER
 GV5681  USGS QUAD   -  BEAVERDAM (1985)
 GV5681
 GV5681                         *CURRENT SURVEY CONTROL
 GV5681  ___________________________________________________________________
 GV5681* NAD 83(1993)-  37 55 58.96202(N)    077 38 31.16935(W)     ADJUSTED  
 GV5681* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 GV5681  ___________________________________________________________________
 GV5681  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GV5681  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV5681
 GV5681  HORZ ORDER  -  FIRST
 GV5681
 GV5681.The horizontal coordinates were established by classical geodetic methods
 GV5681.and adjusted by the National Geodetic Survey in November 1994..
 GV5681
 GV5681.The orthometric height was scaled from a topographic map.
 GV5681
 GV5681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5681
 GV5681.The geoid height was determined by GEOID03.
 GV5681
 GV5681;                    North         East     Units Scale Factor Converg.
 GV5681;SPC VA S     - 1,177,876.540 3,575,427.977   MT  0.99999404   +0 31 14.7
 GV5681;SPC VA S     - 3,864,416.61 11,730,383.29   sFT  0.99999404   +0 31 14.7
 GV5681;UTM  18      - 4,201,678.492   267,809.183   MT  1.00026406   -1 37 29.5
 GV5681
 GV5681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5681!SPC VA S     -   0.99999098  x   0.99999404  =   0.99998502
 GV5681!UTM  18      -   0.99999098  x   1.00026406  =   1.00025504
 GV5681
 GV5681|---------------------------------------------------------------------|
 GV5681| PID    Reference Object                     Distance      Geod. Az  |
 GV5681|                                                           dddmmss.s |
 GV5681| DC5121 BEAVER RM 1                          21.657 METERS 04252     |
 GV5681| DC5123 BEAVER RM 3                          22.548 METERS 06018     |
 GV5681| GV5679 ASHLAND UPPER HANOVER LOT           APPROX.12.5 KM 1610513.1 |
 GV5681| DC5124 BEAVER RM 4                          30.280 METERS 18254     |
 GV5681| DC5120 BEAVER AZ MK                                       2193633.2 |
 GV5681| DC5122 BEAVER RM 2                          21.675 METERS 33243     |
 GV5681|---------------------------------------------------------------------|
 GV5681
 GV5681                          SUPERSEDED SURVEY CONTROL
 GV5681
 GV5681  NAD 83(1986)-  37 55 58.96625(N)    077 38 31.18577(W) AD(       ) 1
 GV5681  NAD 27      -  37 55 58.46300(N)    077 38 32.22600(W) AD(       ) 1
 GV5681
 GV5681.Superseded values are not recommended for survey control.
 GV5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5681.See file dsdata.txt to determine how the superseded data were derived.
 GV5681
 GV5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6780901678(NAD 83)
 GV5681_MARKER: DS = TRIANGULATION STATION DISK
 GV5681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5681_STAMPING: BEAVER 1941
 GV5681_MARK LOGO: CGS   
 GV5681_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5681+STABILITY: SURFACE MOTION
 GV5681
 GV5681  HISTORY     - Date     Condition        Report By
 GV5681  HISTORY     - 1941     MONUMENTED       CGS
 GV5681  HISTORY     - 1962     GOOD             CGS
 GV5681  HISTORY     - 19831109 GOOD             NGS
 GV5681  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 GV5681  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV5681
 GV5681                          STATION DESCRIPTION
 GV5681
 GV5681'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CWL)
 GV5681'STATION IS IN THE SE CORNER OF THE PLAYGROUNDS ON THE SW SIDE
 GV5681'OF THE BEAVER DAM SCHOOL, 3/4 MILE SE OF BEAVER DAM, ABOUT
 GV5681'100 YARDS SW OF STATE HIGHWAY 30, 60 FEET SSW OF THE SE
 GV5681'CORNER OF THE BRICK SCHOOL BUILDING (ONLY BRICK BUILDING ON
 GV5681'SCHOOL GROUNDS) 105 FEET SE OF THE NW CORNER OF THE BRICK
 GV5681'BUILDING, 27 FEET NW OF SE FENCE LINE OF SCHOOL PLAYGROUNDS
 GV5681'AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.  THE DISK
 GV5681'IS STAMPED BEAVER 1941.
 GV5681'
 GV5681'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 GV5681'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 GV5681'
 GV5681'REFERENCE MARK NO. 1 IS SE OF THE STATION, 4 FEET NW OF THE
 GV5681'SE FENCE LINE OF THE SCHOOL PLAYGROUNDS, 32 FEET ESE OF THE
 GV5681'SE CORNER OF THE BRICK SCHOOL BUILDING AND PROJECTS 6 INCHES,
 GV5681'THE DISK IS STAMPED BEAVER NO. 1, 1941.
 GV5681'
 GV5681'REFERENCE MARK NO. 2 IS A STANDARD DISK ENE OF THE STATION,
 GV5681'SET FLUSH AT THE S EDGE OF THE CONCRETE SIDEWALK ALONG THE
 GV5681'S SIDE OF THE BRICK SCHOOL BUILDING, 19 FEET SSW OF THE S
 GV5681'WALL OF THE BRICK BUILDING, 16 FEET SE OF THE SE CORNER OF
 GV5681'THE NW WING OF THE BUILDING, 26 FEET NW OF THE NW CORNER OF THE
 GV5681'SE WING OF THE BUILDING.  THIS DISK IS STAMPED BEAVER NO. 2,
 GV5681'1941.
 GV5681'
 GV5681'THE AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF THE STATION, 9
 GV5681'FEET SE OF THE CENTER OF A NARROW DIRT ROAD, ABOUT 160 YARDS
 GV5681'NE OF A LARGE HOUSE, IT PROJECTS 4 INCHES AND IS WITNESSED
 GV5681'BY A 4- BY 4-INCH WHITE POST THAT PROJECTS 2-1/2 FEET.  TO
 GV5681'REACH THE AZIMUTH MARK FROM THE STATION, GO TO THE NW SIDE OF THE
 GV5681'SCHOOL GROUNDS TO A DIRT ROAD, TURN LEFT AND GO 0.3 MILE TO
 GV5681'THE MARK ON THE LEFT, IT IS STAMPED BEAVER 1941.
 GV5681'
 GV5681'TO REACH THE STATION FROM THE DEPOT IN BEAVER DAM, GO SE
 GV5681'ON STATE HIGHWAY 30 FOR 0.8 MILE TO THE SCHOOL BUILDINGS
 GV5681'ON THE RIGHT ENTER SCHOOL GROUNDS AND GO TO THE BACK OF THE
 GV5681'BUILDINGS (SW SIDE) AND THE STATION.
 GV5681'
 GV5681'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT PARTLOW.
 GV5681'
 GV5681'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT TYLER.
 GV5681'
 GV5681'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT JACKSON.
 GV5681'
 GV5681'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GV5681
 GV5681                          STATION RECOVERY (1962)
 GV5681
 GV5681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GV5681'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 GV5681'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN
 GV5681'DESTROYED BY AN ADDITION TO THE SCHOOL BUILDING SO TWO NEW
 GV5681'REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 GV5681'
 GV5681'STATION IS LOCATED ON THE PLAYGROUNDS OF THE BEAVER DAM SCHOOL
 GV5681'ABOUT 3/4 MILE SOUTHEAST OF BEAVER DAM.  STATION IS ABOUT 100
 GV5681'YARDS SOUTHWEST OF STATE HIGHWAY 739, 34 FEET NORTH OF LARGE
 GV5681'TWIN OAK TREES AND 26 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GV5681'OF NEW SCHOOL BUILDING.  THE MARK IS A STANDARD DISK SET
 GV5681'FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 GV5681'THE GROUND AND THE DISK IS STAMPED BEAVER 1941.
 GV5681'
 GV5681'REFERENCE MARK NO. 3 IS 50 FEET EAST OF THE SOUTHEAST CORNER OF
 GV5681'THE NEW SCHOOL BUILDING AND ABOUT ON THE PROPERTY LINE.  THE
 GV5681'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT
 GV5681'1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND AND THE DISK IS
 GV5681'STAMPED BEAVER NO 3 1941.
 GV5681'
 GV5681'REFERENCE MARK NO. 4 IS 69 FEET SOUTH OF LARGE TWIN OAK TREES,
 GV5681'42 FEET NORTHEAST OF THE NORTHEAST CORNER OF CINDER BLOCK
 GV5681'INCINERATOR AND ABOUT ON THE PROPERTY LINE.  THE MARK IS A
 GV5681'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 GV5681'ABOUT 1 FOOT IN DIAMETER WHICH IS FLUSH WITH THE GROUND AND
 GV5681'THE DISK IS STAMPED BEAVER NO 4 1941.
 GV5681'
 GV5681'AZIMUTH MARK IS ABOUT 160 YARDS NORTHEAST OF A LARGE FARM
 GV5681'HOUSE, 9 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD AND 3 FEET
 GV5681'SOUTHEAST OF FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN
 GV5681'A 12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES
 GV5681'AND THE DISK IS STAMPED BEAVER 1941.
 GV5681'
 GV5681'TO REACH AZIMUTH MARK FROM THE NORTHWEST CORNER OF THE SCHOOL
 GV5681'YARD GO SOUTHWEST ON NARROW DIRT LANE FOR 0.3 MILE TO THE
 GV5681'MARK ON THE LEFT AS DESCRIBED.
 GV5681
 GV5681                          STATION RECOVERY (1983)
 GV5681
 GV5681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 GV5681'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 GV5681'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS BEEN DESTROYED.
 GV5681'A NEW AZIMUTH MARK WAS ESTABLISHED.  REFERENCE MARK 5 WAS ESTABLISHED
 GV5681'ALSO BECAUSE REFERENCE MARK 3 WILL BE DESTROYED BY AN ADDITION TO THE
 GV5681'EAST END OF THE SCHOOL BUILDING.  THE DISTANCES TO THE REFERENCE MARKS
 GV5681'CHECKED WITH THE 1962 RECOVERY, HOWEVER, THE ANGLE BETWEEN THE
 GV5681'REFERENCE MARKS WAS FOUND TO BE LESS BY 3 MINUTES AND 54 SECONDS.  A
 GV5681'COMPLETE NEW DESCRIPTION FOLLOWS.
 GV5681' 
 GV5681'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTHEAST OF BEAVER DAM
 GV5681'NEAR THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND ON SCHOOL
 GV5681'PROPERTY OF THE BEAVERDAM SCHOOL, ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF
 GV5681'COUNTY ROAD 739.  TO REACH THE STATION FROM THE BEAVERDAM POST OFFICE,
 GV5681'GO SOUTHEASTERLY ON COUNTY ROAD 739 FOR 1.2 KM (0.75 MI) TO THE BEAVER
 GV5681'DAM SCHOOL AND THE STATION.
 GV5681' 
 GV5681'THE STATION IS A STANDARD CGS DISK STAMPED--BEAVER 1941--, SET INTO
 GV5681'THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM IN DIAMETER, FLUSH WITH
 GV5681'GROUND.  LOCATED 34.0 FT (10.4 M) N FROM A 48-INCH TWIN TRUNK OAK
 GV5681'TREE, 26.0 FT (7.9 M) SW FROM THE SOUTHWEST CORNER OF SCHOOL BUILDING,
 GV5681'23.0 FT (7.0 M) S FROM THE SOUTH FACE OF SCHOOL BUILDING, AND 66.0 FT
 GV5681'(20.1 M) WNW FROM A CONCRETE SEPTIC TANK ENCLOSURE WHICH PROJECTS
 GV5681'ABOUT 6 FT (1.8 M).
 GV5681' 
 GV5681'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--BEAVER NO 4
 GV5681'1941--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 GV5681'DIAMETER, FLUSH WITH GROUND.  LOCATED 42.0 FT (12.8 M) NE FROM THE
 GV5681'NORTHEAST CORNER OF CINDER BLOCK BUILDING, USED TO STORE TOOLS, 69.0
 GV5681'FT (21.0 M) S FROM A 48-INCH TWIN-TRUNK OAK TREE AND 120.4 FT (36.7 M)
 GV5681'S FROM THE SOUTH FACE OF SCHOOL BUILDING.
 GV5681' 
 GV5681'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BEAVER 1941 NO 5
 GV5681'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 GV5681'DIAMETER, FLUSH WITH GROUND.  LOCATED 26.4 FT (8.0 M) S FROM THE SOUTH
 GV5681'FACE OF SCHOOL BUILDING, 76.8 FT (23.4 M) NW FROM A 48-INCH TWIN TRUNK
 GV5681'OAK TREE, AND 48.6 FT (14.8 M) N FROM THE CENTER OF ROUND, CONCRETE
 GV5681'SEPTIC TANK ENCLOSURE.
 GV5681' 
 GV5681'AZIMUTH MARK 2 IS A STANDARD NGS DISK STAMPED--BEAVER 1941 NO 2 1983-,
 GV5681'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH
 GV5681'WITH GROUND.  LOCATED 8.0 FT (2.4 M) NW FROM THE NORTHWEST CORNER OF
 GV5681'HOME OF MRS WOODSON, 17.4 FT (5.3 M) SE FROM THE CENTER OF ONE-LANE
 GV5681'GRAVELED ROAD, 68.9 FT (21.0 M) NE FROM A POWERLINE POLE WITH A
 GV5681'TRANSFORMER AND FLOOD LIGHT, AND 23.8 FT (7.3 M) SSW FROM A 12-INCH
 GV5681'PINE TREE.
 GV5681
 GV5681                          STATION RECOVERY (1997)
 GV5681
 GV5681'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5681'MARK NOT FOUND.
 GV5681
 GV5681                          STATION RECOVERY (2002)
 GV5681
 GV5681'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV5681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5126 ***********************************************************************
 HV5126  DESIGNATION -  BECK AMS USE 1966
 HV5126  PID         -  HV5126
 HV5126  STATE/COUNTY-  VA/FAIRFAX
 HV5126  USGS QUAD   -  VIENNA (1994)
 HV5126
 HV5126                         *CURRENT SURVEY CONTROL
 HV5126  ___________________________________________________________________
 HV5126* NAD 83(1993)-  38 59 32.75530(N)    077 19 37.65392(W)     ADJUSTED  
 HV5126* NAVD 88     -       116.9    (meters)     384.     (feet)  VERTCON   
 HV5126  ___________________________________________________________________
 HV5126  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 HV5126  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV5126
 HV5126  HORZ ORDER  -  FIRST
 HV5126
 HV5126.The horizontal coordinates were established by classical geodetic methods
 HV5126.and adjusted by the National Geodetic Survey in November 1994..
 HV5126
 HV5126.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5126
 HV5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5126
 HV5126.The geoid height was determined by GEOID03.
 HV5126
 HV5126;                    North         East     Units Scale Factor Converg.
 HV5126;SPC VA N     - 2,147,810.162 3,601,606.834   MT  0.99996975   +0 43 55.2
 HV5126;SPC VA N     - 7,046,607.17 11,816,271.75   sFT  0.99996975   +0 43 55.2
 HV5126;UTM  18      - 4,318,512.895   298,456.947   MT  1.00010019   -1 27 53.1
 HV5126
 HV5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5126!SPC VA N     -   0.99998664  x   0.99996975  =   0.99995639
 HV5126!UTM  18      -   0.99998664  x   1.00010019  =   1.00008683
 HV5126
 HV5126                          SUPERSEDED SURVEY CONTROL
 HV5126
 HV5126  NAD 83(1993)-  38 59 32.75568(N)    077 19 37.65565(W) AD(       ) 1
 HV5126  NAD 83(1986)-  38 59 32.75509(N)    077 19 37.66550(W) AD(       ) 1
 HV5126  NAD 27      -  38 59 32.35892(N)    077 19 38.71403(W) AD(       ) 1
 HV5126  NGVD 29 (07/19/86)  117.1    (m)          384.     (f) VERT ANG       
 HV5126
 HV5126.Superseded values are not recommended for survey control.
 HV5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5126.See file dsdata.txt to determine how the superseded data were derived.
 HV5126
 HV5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9845718513(NAD 83)
 HV5126_MARKER: DD = SURVEY DISK
 HV5126_SETTING: 0 = UNSPECIFIED SETTING
 HV5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5126
 HV5126  HISTORY     - Date     Condition        Report By
 HV5126  HISTORY     - 1966     MONUMENTED       USE
 HV5126  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV5126
 HV5126                          STATION DESCRIPTION
 HV5126
 HV5126'DESCRIBED BY US ENGINEERS 1966 (LGB)
 HV5126'THE STATION IS LOCATED 15 MILES NORTHEAST OF WASHINGTON, 10 MILES
 HV5126'NORTH OF FAIRFAX AND 1 MILE EAST OF DRANESVILLE.
 HV5126'
 HV5126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 193 AND 7 IN
 HV5126'DRANESVILLE, GO EAST ON STATE HIGHWAY 193 FOR 0.8 MILE TO A SIDE
 HV5126'ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO A GATE ON THE
 HV5126'LEFT.  TURN LEFT AND GO APPROXIMATELY 0.1 MILE TO A SIDE ROAD
 HV5126'RIGHT AND THE STATION.
 HV5126'
 HV5126'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS STATION MARK DISK,
 HV5126'STAMPED BECK 1962 ARMY MAP SERVICE, CEMENTED IN A DRILL HOLE IN A
 HV5126'LARGE CONCRETE FOUNDATION.  IT IS 34 FEET EAST OF THE WEST EDGE OF
 HV5126'THE CONCRETE FOUNDATION, 33 FEET NORTH OF THE SOUTH EDGE AND 10
 HV5126'FEET SOUTH OF THE NORTH EDGE.
 HV5126'
 HV5126'PT. A WAS A TEMPORARY POINT TAKEN FROM THIS STATION.  IT WAS A STAKE
 HV5126'DRIVEN IN THE GROUND, INSIDE A DUG TRIANGLE.
 HV5126
 HV5126                          STATION RECOVERY (1997)
 HV5126
 HV5126'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV5126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1466 ***********************************************************************
 GW1466  DESIGNATION -  BED
 GW1466  PID         -  GW1466
 GW1466  STATE/COUNTY-  VA/BEDFORD
 GW1466  USGS QUAD   -  BEDFORD (1989)
 GW1466
 GW1466                         *CURRENT SURVEY CONTROL
 GW1466  ___________________________________________________________________
 GW1466* NAD 83(1993)-  37 20 59.82934(N)    079 34 49.22549(W)     ADJUSTED  
 GW1466* NAVD 88     -       296.060  (meters)     971.32   (feet)  POSTED    
 GW1466  ___________________________________________________________________
 GW1466  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 GW1466  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1466  DYNAMIC HT  -         295.820 (meters)     970.54  (feet)  COMP
 GW1466  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 GW1466
 GW1466  HORZ ORDER  -  SECOND
 GW1466  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GW1466
 GW1466.The horizontal coordinates were established by classical geodetic methods
 GW1466.and adjusted by the National Geodetic Survey in September 1995..
 GW1466
 GW1466.The orthometric height was determined by differential leveling
 GW1466.and adjusted by the National Geodetic Survey in 1992..
 GW1466.No vertical observational check was made to the station.
 GW1466.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GW1466.was located on a no-check spur therefore a value was not computed.
 GW1466
 GW1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1466
 GW1466.The geoid height was determined by GEOID03.
 GW1466
 GW1466.The dynamic height is computed by dividing the NAVD 88
 GW1466.geopotential number by the normal gravity value computed on the
 GW1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1466.degrees latitude (g = 980.6199 gals.).
 GW1466
 GW1466.The modeled gravity was interpolated from observed gravity values.
 GW1466
 GW1466;                    North         East     Units Scale Factor Converg.
 GW1466;SPC VA S     - 1,113,366.696 3,404,286.904   MT  0.99994545   -0 39 20.5
 GW1466;SPC VA S     - 3,652,770.57 11,168,897.95   sFT  0.99994545   -0 39 20.5
 GW1466;UTM  17      - 4,134,640.067   625,737.906   MT  0.99979475   +0 51 41.0
 GW1466
 GW1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1466!SPC VA S     -   0.99995862  x   0.99994545  =   0.99990407
 GW1466!UTM  17      -   0.99995862  x   0.99979475  =   0.99975338
 GW1466
 GW1466|---------------------------------------------------------------------|
 GW1466| PID    Reference Object                     Distance      Geod. Az  |
 GW1466|                                                           dddmmss.s |
 GW1466| GW1467 BED RM 1                              8.497 METERS 09641     |
 GW1466| GW2205 BEDFORD MUNICIPAL TANK              APPROX. 6.0 KM 1171917.0 |
 GW1466|---------------------------------------------------------------------|
 GW1466
 GW1466                          SUPERSEDED SURVEY CONTROL
 GW1466
 GW1466  NAD 83(1993)-  37 20 59.82952(N)    079 34 49.22544(W) AD(       ) 2
 GW1466  NAD 83(1986)-  37 20 59.83557(N)    079 34 49.23759(W) AD(       ) 2
 GW1466  NAD 27      -  37 20 59.33269(N)    079 34 50.12397(W) AD(       ) 2
 GW1466  NGVD 29 (??/??/92)  296.277  (m)          972.04   (f) ADJ UNCH    2 0
 GW1466
 GW1466.Superseded values are not recommended for survey control.
 GW1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1466.See file dsdata.txt to determine how the superseded data were derived.
 GW1466
 GW1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2573834640(NAD 83)
 GW1466_MARKER: DE = TRAVERSE STATION DISK
 GW1466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1466_STAMPING: BED 1964
 GW1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1466
 GW1466  HISTORY     - Date     Condition        Report By
 GW1466  HISTORY     - 1964     MONUMENTED       CGS
 GW1466  HISTORY     - 1964     GOOD             CGS
 GW1466  HISTORY     - 1971     GOOD             NGS
 GW1466  HISTORY     - 20051223 MARK NOT FOUND   USPSQD
 GW1466
 GW1466                          STATION DESCRIPTION
 GW1466
 GW1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1466'THE STATION IS ABOUT 3-1/2 MILES WEST OF BEDFORD, ABOUT
 GW1466'2 MILES EAST OF THAXTON AND ON THE RIGHT-OF-WAY OF THE N
 GW1466'AND W RAILROAD.
 GW1466'
 GW1466'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 460 AND STATE
 GW1466'HIGHWAYS 43, 122 AND 297 IN BEDFORD, GO WEST ON HIGHWAY
 GW1466'460 FOR 3.5 MILES TO THE STATION ON THE RIGHT.
 GW1466'
 GW1466'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BED 1964
 GW1466'BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 3
 GW1466'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 182 FEET
 GW1466'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY
 GW1466'460, 54 FEET NORTH OF THE NORTH RAIL OF THE N AND W RAILROAD,
 GW1466'37 FEET WEST OF A POWER POLE NUMBERED 191-34, 9 FEET
 GW1466'WEST-NORTHWEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A METAL
 GW1466'WITNESS POST AND 3 FEET SOUTH OF A WIRE FENCE.
 GW1466'
 GW1466'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BED NO 1 1964
 GW1466'BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 5 INCHES
 GW1466'ABOVE THE SURFACE OF THE GROUND.  IT IS 9 FEET WEST OF THE
 GW1466'POWER POLE, 1 FOOT SOUTH OF THE FENCE, 21 FEET EAST OF THE
 GW1466'TELEPHONE POLE AND 55 FEET NORTH OF THE NORTH RAIL OF THE
 GW1466'RAILROAD.
 GW1466
 GW1466                          STATION RECOVERY (1964)
 GW1466
 GW1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1466'3.3 MI W FROM BEDFORD.
 GW1466'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT
 GW1466'HOUSE IN BEDFORD TO THE MARK BRAZED TO THE TOP OF A 2 INCH
 GW1466'IRON PIPE, PROJECTING 3 INCHES, 182 FEET NORTH OF THE CENTERLINE
 GW1466'OF THE WEST BOUND LANE OF U.S. HIGHWAY 460, 54 FEET NORTH OF
 GW1466'THE NORTH RAIL OF THE N AND W RAILROAD, 37 FEET WEST OF A
 GW1466'POWER POLE NUMBERED 191-34, 27.88 FEET WEST OF R.M. 1, 9 FEET
 GW1466'WEST NORTHWEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A METAL
 GW1466'WITNESS SIGN, 3 FEET SOUTH OF A WIRE FENCE AND IS ABOUT 22 FEET
 GW1466'ABOVE THE HIGHWAY.
 GW1466
 GW1466                          STATION RECOVERY (1971)
 GW1466
 GW1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW1466'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GW1466'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GW1466
 GW1466                          STATION RECOVERY (2005)
 GW1466
 GW1466'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW1466'STATION BED NOT FOUND BUT THE WITNESS POST IS STILL TEHRE, REFERENCE
 GW1466'MARK 1 FOUND GOOD WITH THE FOLLOWING CORRECTION, THERE IS NO TELEPHONE
 GW1466'POLE IN THE AREA
 GW1466'WITNESS POST IS LOCATED 170 TIES EAST OF MILE POST 232
 GW1466' 
 GW1466' 
 GW1466' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1467 ***********************************************************************
 GW1467  DESIGNATION -  BED RM 1
 GW1467  PID         -  GW1467
 GW1467  STATE/COUNTY-  VA/BEDFORD
 GW1467  USGS QUAD   -  BEDFORD (1989)
 GW1467
 GW1467                         *CURRENT SURVEY CONTROL
 GW1467  ___________________________________________________________________
 GW1467* NAD 83(1986)-  37 21 00.     (N)    079 34 49.     (W)     SCALED    
 GW1467* NAVD 88     -       295.809  (meters)     970.50   (feet)  POSTED    
 GW1467  ___________________________________________________________________
 GW1467  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1467  DYNAMIC HT  -         295.570 (meters)     969.72  (feet)  COMP
 GW1467  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 GW1467
 GW1467  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GW1467
 GW1467.The horizontal coordinates were scaled from a topographic map and have
 GW1467.an estimated accuracy of +/- 6 seconds.
 GW1467
 GW1467.The orthometric height was determined by differential leveling
 GW1467.and adjusted by the National Geodetic Survey in 1992..
 GW1467.No vertical observational check was made to the station.
 GW1467.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GW1467.was located on a no-check spur therefore a value was not computed.
 GW1467
 GW1467.The geoid height was determined by GEOID03.
 GW1467
 GW1467.The dynamic height is computed by dividing the NAVD 88
 GW1467.geopotential number by the normal gravity value computed on the
 GW1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1467.degrees latitude (g = 980.6199 gals.).
 GW1467
 GW1467.The modeled gravity was interpolated from observed gravity values.
 GW1467
 GW1467;                    North         East    Units  Estimated Accuracy
 GW1467;SPC VA S     - 1,113,370.    3,404,290.      MT  (+/- 180 meters Scaled)
 GW1467
 GW1467                          SUPERSEDED SURVEY CONTROL
 GW1467
 GW1467  NGVD 29 (??/??/92)  296.026  (m)          971.21   (f) ADJ UNCH    2 0
 GW1467
 GW1467.Superseded values are not recommended for survey control.
 GW1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1467.See file dsdata.txt to determine how the superseded data were derived.
 GW1467
 GW1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB257346(NAD 83)
 GW1467_MARKER: DR = REFERENCE MARK DISK
 GW1467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1467_STAMPING: BED NO 1 1964
 GW1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1467
 GW1467  HISTORY     - Date     Condition        Report By
 GW1467  HISTORY     - 1964     MONUMENTED       CGS
 GW1467  HISTORY     - 20051223 GOOD             USPSQD
 GW1467
 GW1467                          STATION DESCRIPTION
 GW1467
 GW1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1467'3.3 MI W FROM BEDFORD.
 GW1467'AT THE BED STATION SITE-- BRAZED TO THE TOP OF A 2 INCH IRON
 GW1467'PIPE, PROJECTING 5 INCHES, 55 FEET NORTH OF THE NORTH RAIL OF
 GW1467'THE N AND W RAILROAD, 27.88 FEET EAST OF THE STATION, 21 FEET
 GW1467'EAST OF THE TELEPHONE POLE, 9 FEET WEST OF THE POWER POLE, 1
 GW1467'FOOT SOUTH OF THE FENCE AND IS ABOUT 22 FEET ABOVE THE HIGHWAY.
 GW1467
 GW1467                          STATION RECOVERY (2005)
 GW1467
 GW1467'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW1467'STATION BED NOT FOUND BUT THE WITNESS POST IS STILL THERE, REFERENCE
 GW1467'MARK 1 FOUND GOOD WITH THE FOLLOWING CORRECTION, THERE IS NO TELEPHONE
 GW1467'POLE IN THE AREA
 GW1467'WITNESS POST IS LOCATED 170 TIES EAST OF MILE POST 232
 GW1467' 
 GW1467' 
 GW1467' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2207 ***********************************************************************
 GW2207  HT_MOD      -  This is a Height Modernization Survey Station.
 GW2207  CBN         -  This is a Cooperative Base Network Control Station.
 GW2207  DESIGNATION -  BEDFORD
 GW2207  PID         -  GW2207
 GW2207  STATE/COUNTY-  VA/C OF BEDFORD
 GW2207  USGS QUAD   -  BEDFORD (1989)
 GW2207
 GW2207                         *CURRENT SURVEY CONTROL
 GW2207  ___________________________________________________________________
 GW2207* NAD 83(1993)-  37 19 31.36904(N)    079 31 10.95870(W)     ADJUSTED  
 GW2207* NAVD 88     -       363.59   (meters)    1192.9    (feet)  GPS OBS   
 GW2207  ___________________________________________________________________
 GW2207  X           -     923,754.803 (meters)                     COMP
 GW2207  Y           -  -4,993,721.802 (meters)                     COMP
 GW2207  Z           -   3,846,371.661 (meters)                     COMP
 GW2207  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GW2207  ELLIP HEIGHT-         331.32  (meters)          (07/14/04) GPS OBS
 GW2207  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2207
 GW2207  HORZ ORDER  -  B
 GW2207  ELLP ORDER  -  THIRD     CLASS II
 GW2207
 GW2207.The horizontal coordinates were established by GPS observations
 GW2207.and adjusted by the National Geodetic Survey in June 1994..
 GW2207
 GW2207.The orthometric height was determined by GPS observations and a
 GW2207.high-resolution geoid model using precise GPS observation and
 GW2207.processing techniques.
 GW2207
 GW2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2207
 GW2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2207
 GW2207.The ellipsoidal height was determined by GPS observations
 GW2207.and is referenced to NAD 83.
 GW2207
 GW2207.The geoid height was determined by GEOID03.
 GW2207
 GW2207;                    North         East     Units Scale Factor Converg.
 GW2207;SPC VA S     - 1,110,580.125 3,409,628.737   MT  0.99994567   -0 37 08.0
 GW2207;SPC VA S     - 3,643,628.29 11,186,423.61   sFT  0.99994567   -0 37 08.0
 GW2207;UTM  17      - 4,131,996.250   631,150.860   MT  0.99981188   +0 53 51.7
 GW2207
 GW2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2207!SPC VA S     -   0.99994801  x   0.99994567  =   0.99989368
 GW2207!UTM  17      -   0.99994801  x   0.99981188  =   0.99975990
 GW2207
 GW2207:                Primary Azimuth Mark                     Grid Az
 GW2207:SPC VA S     -  APPLE MT FIRE TOWER                      002 49 50.6
 GW2207:UTM  17      -  APPLE MT FIRE TOWER                      001 18 50.9
 GW2207
 GW2207|---------------------------------------------------------------------|
 GW2207| PID    Reference Object                     Distance      Geod. Az  |
 GW2207|                                                           dddmmss.s |
 GW2207| GW2262 APPLE MT FIRE TOWER                 APPROX.21.3 KM 0021242.6 |
 GW2207| DC3777 BEDFORD AZ MK                                      1273201.2 |
 GW2207| DC3781 BEDFORD RM 4                         12.534 METERS 18440     |
 GW2207| DC3778 BEDFORD RM 1                         20.619 METERS 19237     |
 GW2207| GW2205 BEDFORD MUNICIPAL TANK               46.128 METERS 19451     |
 GW2207| DC3779 BEDFORD RM 2 AZIMUTH                               20528     |
 GW2207| GW2206 BEDFORD STATE FOREST LOT            APPROX. 0.6 KM 2090954.1 |
 GW2207| DC3780 BEDFORD RM 3                         22.786 METERS 27454     |
 GW2207| DC3782 BEDFORD RM 5                         12.603 METERS 28218     |
 GW2207|---------------------------------------------------------------------|
 GW2207
 GW2207                          SUPERSEDED SURVEY CONTROL
 GW2207
 GW2207  ELLIP H (08/14/01)  331.26   (m)                       GP(       ) 4 1
 GW2207  ELLIP H (06/29/94)  331.34   (m)                       GP(       ) 4 1
 GW2207  NAD 83(1993)-  37 19 31.36918(N)    079 31 10.95869(W) AD(       ) B
 GW2207  ELLIP H (04/04/94)  331.33   (m)                       GP(       ) 4 1
 GW2207  NAD 83(1986)-  37 19 31.37561(N)    079 31 10.97331(W) AD(       ) 3
 GW2207  NAD 27      -  37 19 30.86500(N)    079 31 11.85900(W) AD(       ) 3
 GW2207  NGVD 29 (07/19/86)  363.6    (m)         1193.     (f) VERT ANG       
 GW2207
 GW2207.Superseded values are not recommended for survey control.
 GW2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2207.See file dsdata.txt to determine how the superseded data were derived.
 GW2207
 GW2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3115131996(NAD 83)
 GW2207_MARKER: DS = TRIANGULATION STATION DISK
 GW2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2207_SP_SET: CONCRETE POST
 GW2207_STAMPING: BEDFORD 1934
 GW2207_MARK LOGO: CGS   
 GW2207_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2207+STABILITY: SURFACE MOTION
 GW2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2207+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2000
 GW2207
 GW2207  HISTORY     - Date     Condition        Report By
 GW2207  HISTORY     - 1934     MONUMENTED       CGS
 GW2207  HISTORY     - 1934     GOOD             CGS
 GW2207  HISTORY     - 1964     GOOD             CGS
 GW2207  HISTORY     - 1971     GOOD             NGS
 GW2207  HISTORY     - 19920215 GOOD             MSI
 GW2207  HISTORY     - 19930523 GOOD             NGS
 GW2207  HISTORY     - 20000222 GOOD             MAC
 GW2207  HISTORY     - 20000530 GOOD             DEWDAV
 GW2207
 GW2207                          STATION DESCRIPTION
 GW2207
 GW2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2207'STATION IS ON WINGFIELD MOUNTAIN ABOUT 1 MILE S OF THE COURTHOUSE
 GW2207'AT BEDFORD AT THE SITE OF THE CITY RESERVOIR.
 GW2207'
 GW2207'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GW2207'DISKS SET IN CONCRETE.
 GW2207'
 GW2207'REFERENCE MARK NO. 1 IS S OF STATION AND SET IN E WALL OF
 GW2207'SQUARE RESERVOIR.
 GW2207'
 GW2207'REFERENCE MARK NO. 3 IS W OF STATION AND SET IN N WALL OF
 GW2207'SQUARE RESERVOIR.
 GW2207'
 GW2207'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 150 YARDS SSW
 GW2207'OF STATION, SET IN WALL OF ROUND RESERVOIR NEAR S EXTREMITY
 GW2207'OF SAID WALL.
 GW2207'
 GW2207'TO REACH FROM THE COURTHOUSE, TAKE ASPHALT ROAD LEADING S FROM
 GW2207'THE FRONT OF COURTHOUSE FOR 0.85 MILE AND TURN RIGHT AT THE
 GW2207'FAR END OF A SHARP RIGHT-HAND BEND IN ROAD ONTO A NARROW GRAVEL
 GW2207'ROAD AND FOLLOW THIS FOR 0.35 MILE TO STATION.  STATION IS IN
 GW2207'NE CORNER OF FENCED ENCLOSURE, NE OF THE NE CORNER OF SQUARE
 GW2207'WATER RESERVOIR, (1.761 METERS), AND 1.770 METERS SW OF THE NE
 GW2207'CORNER POST OF FENCE AND IN LINE BETWEEN.
 GW2207
 GW2207                          STATION RECOVERY (1934)
 GW2207
 GW2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GW2207'RECOVERED IN GOOD CONDITION.
 GW2207
 GW2207                          STATION RECOVERY (1964)
 GW2207
 GW2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2207'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 GW2207'AS DESCRIBED AND IN GOOD CONDITION.  A SHORTER DISTANCE WAS
 GW2207'NOTED TO REFERENCE MARK 1 AND THE DIRECTIONS TO THE REFERENCE
 GW2207'MARKS CHECKED THE 1934 DATA.  THE TO REACH IS ADEQUATE.
 GW2207'
 GW2207'THE STATION MARK IS STAMPED BEDFORD 1934, REFERENCE MARK 1 IS
 GW2207'STAMPED NO 1 BEDFORD 1934, REFERENCE MARK 2 IS STAMPED NO 2
 GW2207'BEDFORD 1934 AND REFERENCE MARK 3 IS STAMPED NO 3 BEDFORD 1934.
 GW2207
 GW2207                          STATION RECOVERY (1971)
 GW2207
 GW2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW2207'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED
 GW2207'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 GW2207'(AZIMUTH MARK) WAS DESTROYED OR COVERED WHEN THE RESERVOIR
 GW2207'WAS COVERED.  THE CITY OF BEDFORD REQUESTED THAT REFERENCE MARKS
 GW2207'1 AND 3 BE RELOCATED AS THEY WILL BE COVERED WHEN A COVER
 GW2207'IS BUILT ON RESERVOIR.  REFERENCE MARKS 4 AND 5 AND AN AZIMUTH
 GW2207'MARK WERE ESTABLISHED.  REFERENCE MARKS 1 AND 3 WERE LEFT
 GW2207'IN POSITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 GW2207'REFERENCE MARK NO. 1.  THE DIRECTION TO THE REFERENCE MARKS
 GW2207'CHECKED THE 1964 OBSERVATIONS.  THE 1964 OBSERVATIONS
 GW2207'DID NOT CHECK THE ORIGINAL DIRECTION TO REFERENCE MARK 3
 GW2207'AS WAS STATED IN THE RECOVERY.  A COMPLETE NEW DESCRIPTION
 GW2207'FOLLOWS.
 GW2207'
 GW2207'STATION IS LOCATED ABOUT 1 MILE SOUTH OF BEDFORD ON WINGFIELD
 GW2207'MOUNTAIN AT THE SITE OF THE OLD CITY WATER WORKS.  STATION IS 6
 GW2207'FEET NORTHEAST OF THE NORTHEAST CORNER OF SQUARE CONCRETE
 GW2207'RESERVOIR AND 5.5 FEET SOUTHWEST OF NORTHEAST FENCE CORNER OF
 GW2207'FENCE AROUND RESERVOIRS.  THE MARK PROJECTS ABOUT 2 INCHES
 GW2207'AND THE DISK IS STAMPED BEDFORD 1934.
 GW2207'
 GW2207'TO REACH STATION FROM THE COURTHOUSE IN BEDFORD GO SOUTH ON
 GW2207'SOUTH STREET FOR 0.85 MILE TO SIDE STREET ON RIGHT.  TURN
 GW2207'RIGHT ON HELM STREET AND GO 0.35 MILE TO TOP OF HILL AND STATION
 GW2207'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM INTERSECTION OF SOUTH
 GW2207'AND HELM STREET CONTINUE ON SOUTH STREET FOR 0.2 MILE TO SIDE
 GW2207'STREET LEFT JUST AFTER CROSSING BRIDGE OVER HIGHWAY.  TURN LEFT
 GW2207'ON SMITH STREET AND GO 0.1 MILE TO AZIMUTH MARK ON LEFT AS
 GW2207'DESCRIBED.
 GW2207'
 GW2207'REFERENCE MARK NO. 4 IS 37 FEET SOUTH OF NORTHEAST CORNER OF
 GW2207'RESERVOIR, 7 FEET EAST OF EDGE OF RESERVOIR AND 1 FOOT WEST
 GW2207'OF FENCE AND FENCE POST.  MARK IS FLUSH WITH THE GROUND AND
 GW2207'THE DISK IS STAMPED BEDFORD NO 4 1934 1971.
 GW2207'
 GW2207'REFERENCE MARK NO. 5 IS 37 FEET WEST OF THE NORTHEAST CORNER
 GW2207'OF RESERVOIR, 7 FEET NORTH OF THE EDGE OF RESERVOIR AND 1 FOOT
 GW2207'SOUTH OF FENCE AND FENCE POST.  MARK IS FLUSH WITH THE GROUND
 GW2207'AND THE DISK IS STAMPED BEDFORD NO 5 1934 1971.
 GW2207'
 GW2207'AZIMUTH MARK IS 21 FEET NORTHEAST OF THE CENTERLINE OF SMITH
 GW2207'STREET, 2.5 FEET NORTHWEST OF UTILITY POLE NUMBER 360 C AND
 GW2207'0.8 FOOT SOUTHEAST OF STEEL WITNESS POST.  MARK IS A STANDARD
 GW2207'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT, PROJECTS
 GW2207'ABOUT 2 INCHES AND THE DISK IS STAMPED BEDFORD 1934 1971.
 GW2207'
 GW2207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 GW2207'SOUTH OF BEDFORD
 GW2207
 GW2207                          STATION RECOVERY (1992)
 GW2207
 GW2207'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2207'RECOVERED IN GOOD CONDITION.
 GW2207
 GW2207                          STATION RECOVERY (1993)
 GW2207
 GW2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2207'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH FROM BEDFORD ON
 GW2207'WINGFIELD MOUNTAIN AT THE SITE OF THE OLD CITY WATERWORKS.
 GW2207'OWNERSHIP--CITY OF BEDFORD.  NOTE--NOTIFY WAYNE HALE (CITY ENGINEER)
 GW2207'PRIOR TO OBSERVATIONS (703) 586-7130
 GW2207'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 BYPASS AND
 GW2207'SECONDARY STATE HIGHWAY 714, THE EASTERN MOST OF THREE BEDFORD EXITS,
 GW2207'GO SOUTH ON STATE HIGHWAY 714 (LINK ROAD) FOR 0.55 MI (0.89 KM) TO
 GW2207'SMITH ROAD, TURN RIGHT AND GO WEST ON SMITH ROAD FOR 0.7 MI (1.1 KM)
 GW2207'TO STATE HIGHWAY 43, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 43 FOR
 GW2207'0.05 MI (0.08 KM) TO U.S. HIGHWAY 460 OVERPASS, CONTINUE AHEAD NORTH
 GW2207'0.1 MI (0.2 KM) TO HELM ROAD, TURN LEFT AND GO WESTERLY FOR 0.25 MI
 GW2207'(0.40 KM) ON HELM ROAD TO A GATE, PASS THRU GATE AND GO WESTERLY 0.1
 GW2207'MI (0.2 KM) TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 GW2207'LOCATED 2.5 M (8.2 FT) SOUTH FROM THE EDGE OF THE BLUFF, 1.8 M
 GW2207'(5.9 FT) EAST FROM THE NORTHEAST CORNER OF THE SQUARE WATER TANK, 1.7
 GW2207'M (5.6 FT) WEST FROM A WITNESS POST.
 GW2207'NOTE--CONTACT MR. HALE FIRST, GATE IS CHAINED BUT NOT PADLOCKED.
 GW2207'STATION CAN BE DRIVEN TO WHEN DRY, BEST TO PACK TO WHEN GROUND IS
 GW2207'WET--THREE MINUTE PACK.
 GW2207
 GW2207                          STATION RECOVERY (2000)
 GW2207
 GW2207'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (CH)
 GW2207'RECOVERED AS DESCRIBED.
 GW2207
 GW2207                          STATION RECOVERY (2000)
 GW2207
 GW2207'RECOVERY NOTE BY DEWBERRY DAVIS 2000
 GW2207'RECOVERED AS DESCRIBED
 GW2207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2594 ***********************************************************************
 GW2594  DESIGNATION -  BEDFORD 022
 GW2594  PID         -  GW2594
 GW2594  STATE/COUNTY-  VA/BEDFORD
 GW2594  USGS QUAD   -  BEDFORD (1989)
 GW2594
 GW2594                         *CURRENT SURVEY CONTROL
 GW2594  ___________________________________________________________________
 GW2594* NAD 83(1993)-  37 21 19.03678(N)    079 36 29.51705(W)     ADJUSTED  
 GW2594* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 GW2594  ___________________________________________________________________
 GW2594  X           -     915,668.771 (meters)                     COMP
 GW2594  Y           -  -4,993,110.960 (meters)                     COMP
 GW2594  Z           -   3,848,971.073 (meters)                     COMP
 GW2594  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 GW2594  ELLIP HEIGHT-         265.88  (meters)          (05/17/02) GPS OBS
 GW2594  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2594
 GW2594  HORZ ORDER  -  FIRST
 GW2594  ELLP ORDER  -  FOURTH    CLASS II
 GW2594
 GW2594.The horizontal coordinates were established by GPS observations
 GW2594.and adjusted by the National Geodetic Survey in September 1995..
 GW2594
 GW2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2594
 GW2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2594
 GW2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2594
 GW2594.The ellipsoidal height was determined by GPS observations
 GW2594.and is referenced to NAD 83.
 GW2594
 GW2594.The geoid height was determined by GEOID03.
 GW2594
 GW2594;                    North         East     Units Scale Factor Converg.
 GW2594;SPC VA S     - 1,113,987.378 3,401,825.810   MT  0.99994542   -0 40 21.3
 GW2594;SPC VA S     - 3,654,806.92 11,160,823.51   sFT  0.99994542   -0 40 21.3
 GW2594;UTM  17      - 4,135,195.286   623,261.625   MT  0.99978715   +0 50 40.5
 GW2594
 GW2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2594!SPC VA S     -   0.99995828  x   0.99994542  =   0.99990370
 GW2594!UTM  17      -   0.99995828  x   0.99978715  =   0.99974544
 GW2594
 GW2594                          SUPERSEDED SURVEY CONTROL
 GW2594
 GW2594  ELLIP H (09/08/95)  265.95   (m)                       GP(       ) 4 2
 GW2594  NAD 83(1993)-  37 21 19.03677(N)    079 36 29.51711(W) AD(       ) 1
 GW2594  ELLIP H (11/14/94)  265.95   (m)                       GP(       ) 4 2
 GW2594  NAD 83(1986)-  37 21 19.04411(N)    079 36 29.52954(W) AD(       ) 1
 GW2594  NGVD 29 (07/01/93)  298.3    (m)          979.     (f) GPS OBS        
 GW2594
 GW2594.Superseded values are not recommended for survey control.
 GW2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2594.See file dsdata.txt to determine how the superseded data were derived.
 GW2594
 GW2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2326235195(NAD 83)
 GW2594_MARKER: DD = SURVEY DISK
 GW2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2594_SP_SET: CONCRETE POST
 GW2594_STAMPING: 022
 GW2594_MARK LOGO: VA-019
 GW2594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2594+STABILITY: SURFACE MOTION
 GW2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2594+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2594
 GW2594  HISTORY     - Date     Condition        Report By
 GW2594  HISTORY     - 1992     MONUMENTED       MSI
 GW2594
 GW2594                          STATION DESCRIPTION
 GW2594
 GW2594'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2594'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2594'(8.0 KM) WEST OF BEDFORD CITY ON THE EAST SIDE OF S.R. 681.
 GW2594'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 831,
 GW2594'PROCEED NORTHWEST 0.3 MI (0.5 KM) ALONG S.R. 831 TO THE INTERSECTION
 GW2594'WITH S.R. 681.  TURN RIGHT AND GO NORTH 0.1 MI (0.2 KM) ALONG S.R.
 GW2594'681 TO THE STATION ON THE RIGHT BEYOND THE RAIL ROAD CROSSING.
 GW2594'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2594'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2594'STAMPED 022. THE DISK IS LOCATED 14.9 FT (4.5 M) EAST OF THE
 GW2594'CENTERLINE OF S.R. 681, 89.5 FT (27.3 M) NORTHWEST OF POWER POLE
 GW2594'166-24, AND 89.8 FT (27.4 M) NORTHEAST OF POWER POLE 166-23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2595 ***********************************************************************
 GW2595  DESIGNATION -  BEDFORD 023
 GW2595  PID         -  GW2595
 GW2595  STATE/COUNTY-  VA/BEDFORD
 GW2595  USGS QUAD   -  BEDFORD (1989)
 GW2595
 GW2595                         *CURRENT SURVEY CONTROL
 GW2595  ___________________________________________________________________
 GW2595* NAD 83(1993)-  37 20 56.10507(N)    079 35 18.62284(W)     ADJUSTED  
 GW2595* NAVD 88     -       301.0    (meters)     988.     (feet)  VERTCON   
 GW2595  ___________________________________________________________________
 GW2595  X           -     917,462.809 (meters)                     COMP
 GW2595  Y           -  -4,993,220.106 (meters)                     COMP
 GW2595  Z           -   3,848,410.843 (meters)                     COMP
 GW2595  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GW2595  ELLIP HEIGHT-         268.80  (meters)          (05/17/02) GPS OBS
 GW2595  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW2595
 GW2595  HORZ ORDER  -  FIRST
 GW2595  ELLP ORDER  -  FOURTH    CLASS II
 GW2595
 GW2595.The horizontal coordinates were established by GPS observations
 GW2595.and adjusted by the National Geodetic Survey in September 1995..
 GW2595
 GW2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2595
 GW2595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2595
 GW2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2595
 GW2595.The ellipsoidal height was determined by GPS observations
 GW2595.and is referenced to NAD 83.
 GW2595
 GW2595.The geoid height was determined by GEOID03.
 GW2595
 GW2595;                    North         East     Units Scale Factor Converg.
 GW2595;SPC VA S     - 1,113,260.205 3,403,562.149   MT  0.99994545   -0 39 38.3
 GW2595;SPC VA S     - 3,652,421.19 11,166,520.15   sFT  0.99994545   -0 39 38.3
 GW2595;UTM  17      - 4,134,514.445   625,016.334   MT  0.99979252   +0 51 23.1
 GW2595
 GW2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2595!SPC VA S     -   0.99995782  x   0.99994545  =   0.99990327
 GW2595!UTM  17      -   0.99995782  x   0.99979252  =   0.99975035
 GW2595
 GW2595                          SUPERSEDED SURVEY CONTROL
 GW2595
 GW2595  ELLIP H (09/08/95)  268.88   (m)                       GP(       ) 4 2
 GW2595  NAD 83(1993)-  37 20 56.10505(N)    079 35 18.62290(W) AD(       ) 1
 GW2595  ELLIP H (11/14/94)  268.88   (m)                       GP(       ) 4 2
 GW2595  NAD 83(1986)-  37 20 56.11207(N)    079 35 18.63570(W) AD(       ) 1
 GW2595  NGVD 29 (07/01/93)  301.2    (m)          988.     (f) GPS OBS        
 GW2595
 GW2595.Superseded values are not recommended for survey control.
 GW2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2595.See file dsdata.txt to determine how the superseded data were derived.
 GW2595
 GW2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2501634514(NAD 83)
 GW2595_MARKER: DD = SURVEY DISK
 GW2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2595_SP_SET: CONCRETE POST
 GW2595_STAMPING: 023
 GW2595_MARK LOGO: VA-019
 GW2595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2595+STABILITY: SURFACE MOTION
 GW2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2595+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2595
 GW2595  HISTORY     - Date     Condition        Report By
 GW2595  HISTORY     - 1992     MONUMENTED       MSI
 GW2595
 GW2595                          STATION DESCRIPTION
 GW2595
 GW2595'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2595'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2595'(6.4 KM) WEST OF BEDFORD CITY IN THE MEDIAN OF U.S. 460.
 GW2595'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 681
 GW2595'SOUTH, PROCEED EAST 0.7 MI (1.1 KM) ALONG U.S. 460 TO THE STATION ON
 GW2595'THE LEFT NEAR THE NORTH/SOUTH CROSSOVER.
 GW2595'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2595'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2595'STAMPED 023. THE DISK IS LOCATED 31.9 FT (9.7 M) SOUTH OF THE
 GW2595'CENTERLINE OF U.S. 460 WEST, 98.5 FT (30.0 M) NORTH OF AN UNNUMBERED
 GW2595'POWER POLE, AND 24.5 FT (7.5 M) NORTHWEST OF THE WEST END OF 21 INCH
 GW2595'CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2596 ***********************************************************************
 GW2596  DESIGNATION -  BEDFORD 024
 GW2596  PID         -  GW2596
 GW2596  STATE/COUNTY-  VA/BEDFORD
 GW2596  USGS QUAD   -  BEDFORD (1989)
 GW2596
 GW2596                         *CURRENT SURVEY CONTROL
 GW2596  ___________________________________________________________________
 GW2596* NAD 83(1993)-  37 21 56.94204(N)    079 32 25.27432(W)     ADJUSTED  
 GW2596* NAVD 88     -       271.6    (meters)     891.     (feet)  VERTCON   
 GW2596  ___________________________________________________________________
 GW2596  X           -     921,448.017 (meters)                     COMP
 GW2596  Y           -  -4,991,305.126 (meters)                     COMP
 GW2596  Z           -   3,849,883.868 (meters)                     COMP
 GW2596  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GW2596  ELLIP HEIGHT-         239.40  (meters)          (05/17/02) GPS OBS
 GW2596  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2596
 GW2596  HORZ ORDER  -  FIRST
 GW2596  ELLP ORDER  -  FOURTH    CLASS II
 GW2596
 GW2596.The horizontal coordinates were established by GPS observations
 GW2596.and adjusted by the National Geodetic Survey in September 1995..
 GW2596
 GW2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2596
 GW2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2596
 GW2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2596
 GW2596.The ellipsoidal height was determined by GPS observations
 GW2596.and is referenced to NAD 83.
 GW2596
 GW2596.The geoid height was determined by GEOID03.
 GW2596
 GW2596;                    North         East     Units Scale Factor Converg.
 GW2596;SPC VA S     - 1,115,087.429 3,407,848.771   MT  0.99994540   -0 37 53.1
 GW2596;SPC VA S     - 3,658,416.01 11,180,583.84   sFT  0.99994540   -0 37 53.1
 GW2596;UTM  17      - 4,136,454.243   629,252.453   MT  0.99980579   +0 53 09.5
 GW2596
 GW2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2596!SPC VA S     -   0.99996243  x   0.99994540  =   0.99990784
 GW2596!UTM  17      -   0.99996243  x   0.99980579  =   0.99976823
 GW2596
 GW2596:                Primary Azimuth Mark                     Grid Az
 GW2596:SPC VA S     -  BEDFORD 025                              036 31 08.4
 GW2596:UTM  17      -  BEDFORD 025                              035 00 05.8
 GW2596
 GW2596|---------------------------------------------------------------------|
 GW2596| PID    Reference Object                     Distance      Geod. Az  |
 GW2596|                                                           dddmmss.s |
 GW2596| GW2597 BEDFORD 025                         APPROX. 1.4 KM 0355315.3 |
 GW2596|---------------------------------------------------------------------|
 GW2596
 GW2596                          SUPERSEDED SURVEY CONTROL
 GW2596
 GW2596  ELLIP H (09/08/95)  239.47   (m)                       GP(       ) 4 2
 GW2596  NAD 83(1993)-  37 21 56.94203(N)    079 32 25.27437(W) AD(       ) 1
 GW2596  ELLIP H (11/14/94)  239.47   (m)                       GP(       ) 4 2
 GW2596  NAD 83(1986)-  37 21 56.94870(N)    079 32 25.28791(W) AD(       ) 1
 GW2596  NGVD 29 (07/01/93)  271.8    (m)          892.     (f) GPS OBS        
 GW2596
 GW2596.Superseded values are not recommended for survey control.
 GW2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2596.See file dsdata.txt to determine how the superseded data were derived.
 GW2596
 GW2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2925236454(NAD 83)
 GW2596_MARKER: DD = SURVEY DISK
 GW2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2596_SP_SET: CONCRETE POST
 GW2596_STAMPING: 024
 GW2596_MARK LOGO: VA-019
 GW2596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2596+STABILITY: SURFACE MOTION
 GW2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2596+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2596
 GW2596  HISTORY     - Date     Condition        Report By
 GW2596  HISTORY     - 1992     MONUMENTED       MSI
 GW2596
 GW2596                          STATION DESCRIPTION
 GW2596
 GW2596'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2596'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2596'MI (4.0 KM) NORTHWEST OF BEDFORD CITY ON THE WEST SIDE OF S.R. 43.
 GW2596'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 43,
 GW2596'PROCEED NORTHWEST 2.2 MI (3.5 KM) ALONG S.R. 43 TO THE STATION ON THE
 GW2596'LEFT BEYOND THE HIGH TENSION POWER LINE.
 GW2596'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2596'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2596'STAMPED 024. THE DISK IS LOCATED 31.5 FT (9.6 M) WEST OF THE
 GW2596'CENTERLINE OF S.R. 43, 51.6 FT (15.7 M) NORTH OF THE COLONIAL GAS
 GW2596'PIPELINE MARKER, AND 46.7 FT (14.2 M) NORTHEAST OF POWER POLE 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2597 ***********************************************************************
 GW2597  DESIGNATION -  BEDFORD 025
 GW2597  PID         -  GW2597
 GW2597  STATE/COUNTY-  VA/BEDFORD
 GW2597  USGS QUAD   -  PEAKS OF OTTER (1967)
 GW2597
 GW2597                         *CURRENT SURVEY CONTROL
 GW2597  ___________________________________________________________________
 GW2597* NAD 83(1993)-  37 22 34.61085(N)    079 31 51.12073(W)     ADJUSTED  
 GW2597* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 GW2597  ___________________________________________________________________
 GW2597  X           -     922,147.436 (meters)                     COMP
 GW2597  Y           -  -4,990,464.997 (meters)                     COMP
 GW2597  Z           -   3,850,811.221 (meters)                     COMP
 GW2597  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 GW2597  ELLIP HEIGHT-         246.67  (meters)          (05/17/02) GPS OBS
 GW2597  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2597
 GW2597  HORZ ORDER  -  FIRST
 GW2597  ELLP ORDER  -  FOURTH    CLASS II
 GW2597
 GW2597.The horizontal coordinates were established by GPS observations
 GW2597.and adjusted by the National Geodetic Survey in September 1995..
 GW2597
 GW2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2597
 GW2597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2597
 GW2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2597
 GW2597.The ellipsoidal height was determined by GPS observations
 GW2597.and is referenced to NAD 83.
 GW2597
 GW2597.The geoid height was determined by GEOID03.
 GW2597
 GW2597;                    North         East     Units Scale Factor Converg.
 GW2597;SPC VA S     - 1,116,239.372 3,408,701.755   MT  0.99994541   -0 37 32.4
 GW2597;SPC VA S     - 3,662,195.34 11,183,382.34   sFT  0.99994541   -0 37 32.4
 GW2597;UTM  17      - 4,137,628.209   630,074.518   MT  0.99980841   +0 53 31.0
 GW2597
 GW2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2597!SPC VA S     -   0.99996129  x   0.99994541  =   0.99990670
 GW2597!UTM  17      -   0.99996129  x   0.99980841  =   0.99976971
 GW2597
 GW2597:                Primary Azimuth Mark                     Grid Az
 GW2597:SPC VA S     -  BEDFORD 024                              216 31 08.5
 GW2597:UTM  17      -  BEDFORD 024                              215 00 05.1
 GW2597
 GW2597|---------------------------------------------------------------------|
 GW2597| PID    Reference Object                     Distance      Geod. Az  |
 GW2597|                                                           dddmmss.s |
 GW2597| GW2596 BEDFORD 024                         APPROX. 1.4 KM 2155336.1 |
 GW2597|---------------------------------------------------------------------|
 GW2597
 GW2597                          SUPERSEDED SURVEY CONTROL
 GW2597
 GW2597  ELLIP H (09/08/95)  246.75   (m)                       GP(       ) 4 2
 GW2597  NAD 83(1993)-  37 22 34.61084(N)    079 31 51.12078(W) AD(       ) 1
 GW2597  ELLIP H (11/14/94)  246.74   (m)                       GP(       ) 4 2
 GW2597  NAD 83(1986)-  37 22 34.61740(N)    079 31 51.13418(W) AD(       ) 1
 GW2597  NGVD 29 (07/01/93)  279.1    (m)          916.     (f) GPS OBS        
 GW2597
 GW2597.Superseded values are not recommended for survey control.
 GW2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2597.See file dsdata.txt to determine how the superseded data were derived.
 GW2597
 GW2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3007537628(NAD 83)
 GW2597_MARKER: DD = SURVEY DISK
 GW2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2597_SP_SET: CONCRETE POST
 GW2597_STAMPING: 025
 GW2597_MARK LOGO: VA-019
 GW2597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2597+STABILITY: SURFACE MOTION
 GW2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2597+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2597
 GW2597  HISTORY     - Date     Condition        Report By
 GW2597  HISTORY     - 1992     MONUMENTED       MSI
 GW2597
 GW2597                          STATION DESCRIPTION
 GW2597
 GW2597'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2597'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2597'(4.8 KM) NORTH OF BEDFORD CITY ON THE NORTH SIDE OF S.R. 644.
 GW2597'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 644 AND S.R. 43,
 GW2597'PROCEED EAST 0.7 MI (1.1 KM) ALONG S.R. 644 TO THE STATION ON THE
 GW2597'LEFT BEFORE THE FENCE CORNER POST.
 GW2597'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2597'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2597'STAMPED 025. THE DISK IS LOCATED 21.7 FT (6.6 M) NORTH OF THE
 GW2597'CENTERLINE OF S.R. 644, 81.1 FT (24.7 M) SOUTHWEST OF THE FENCE
 GW2597'CORNER POST, AND 40.7 FT (12.4 M) SOUTHEAST OF UNNUMBERED POWER POLE
 GW2597'IN THE PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2598 ***********************************************************************
 GW2598  DESIGNATION -  BEDFORD 026
 GW2598  PID         -  GW2598
 GW2598  STATE/COUNTY-  VA/BEDFORD
 GW2598  USGS QUAD   -  SEDALIA (1965)
 GW2598
 GW2598                         *CURRENT SURVEY CONTROL
 GW2598  ___________________________________________________________________
 GW2598* NAD 83(1993)-  37 22 30.28321(N)    079 29 58.40674(W)     ADJUSTED  
 GW2598* NAVD 88     -       281.1    (meters)     922.     (feet)  VERTCON   
 GW2598  ___________________________________________________________________
 GW2598  X           -     924,889.435 (meters)                     COMP
 GW2598  Y           -  -4,990,041.720 (meters)                     COMP
 GW2598  Z           -   3,850,706.548 (meters)                     COMP
 GW2598  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 GW2598  ELLIP HEIGHT-         248.90  (meters)          (05/17/02) GPS OBS
 GW2598  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2598
 GW2598  HORZ ORDER  -  FIRST
 GW2598  ELLP ORDER  -  FOURTH    CLASS II
 GW2598
 GW2598.The horizontal coordinates were established by GPS observations
 GW2598.and adjusted by the National Geodetic Survey in September 1995..
 GW2598
 GW2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2598
 GW2598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2598
 GW2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2598
 GW2598.The ellipsoidal height was determined by GPS observations
 GW2598.and is referenced to NAD 83.
 GW2598
 GW2598.The geoid height was determined by GEOID03.
 GW2598
 GW2598;                    North         East     Units Scale Factor Converg.
 GW2598;SPC VA S     - 1,116,076.149 3,411,473.143   MT  0.99994541   -0 36 24.0
 GW2598;SPC VA S     - 3,661,659.83 11,192,474.80   sFT  0.99994541   -0 36 24.0
 GW2598;UTM  17      - 4,137,538.454   632,848.889   MT  0.99981740   +0 54 39.4
 GW2598
 GW2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2598!SPC VA S     -   0.99996094  x   0.99994541  =   0.99990635
 GW2598!UTM  17      -   0.99996094  x   0.99981740  =   0.99977835
 GW2598
 GW2598                          SUPERSEDED SURVEY CONTROL
 GW2598
 GW2598  ELLIP H (09/08/95)  248.97   (m)                       GP(       ) 4 2
 GW2598  NAD 83(1993)-  37 22 30.28320(N)    079 29 58.40679(W) AD(       ) 1
 GW2598  ELLIP H (11/14/94)  248.97   (m)                       GP(       ) 4 2
 GW2598  NAD 83(1986)-  37 22 30.28972(N)    079 29 58.42018(W) AD(       ) 1
 GW2598  NGVD 29 (07/01/93)  281.3    (m)          923.     (f) GPS OBS        
 GW2598
 GW2598.Superseded values are not recommended for survey control.
 GW2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2598.See file dsdata.txt to determine how the superseded data were derived.
 GW2598
 GW2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3284937538(NAD 83)
 GW2598_MARKER: DD = SURVEY DISK
 GW2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2598_SP_SET: CONCRETE POST
 GW2598_STAMPING: 026
 GW2598_MARK LOGO: VA-019
 GW2598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2598+STABILITY: SURFACE MOTION
 GW2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2598+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2598
 GW2598  HISTORY     - Date     Condition        Report By
 GW2598  HISTORY     - 1992     MONUMENTED       MSI
 GW2598
 GW2598                          STATION DESCRIPTION
 GW2598
 GW2598'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2598'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2598'(4.8 KM) NORTH OF BEDFORD CITY ON THE EAST SIDE OF S.R. 122 AT
 GW2598'CENTERVILLE.
 GW2598'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 644 AND S.R. 122,
 GW2598'PROCEED NORTH 0.05 MI (0.08 KM) ALONG S.R. 122 TO THE STATION ON THE
 GW2598'RIGHT NEAR THE RECYCLING CENTER.
 GW2598'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2598'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2598'STAMPED 026. THE DISK IS LOCATED 25.9 FT (7.9 M) EAST OF THE
 GW2598'CENTERLINE OF S.R. 122, 58.2 FT (17.7 M) NORTHEAST OF POWER POLE
 GW2598'168-505, AND 21.5 FT (6.6 M) NORTH OF POWER POLE 168-9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2599 ***********************************************************************
 GW2599  DESIGNATION -  BEDFORD 027
 GW2599  PID         -  GW2599
 GW2599  STATE/COUNTY-  VA/BEDFORD
 GW2599  USGS QUAD   -  GOODE (1985)
 GW2599
 GW2599                         *CURRENT SURVEY CONTROL
 GW2599  ___________________________________________________________________
 GW2599* NAD 83(1993)-  37 21 50.35252(N)    079 27 48.61194(W)     ADJUSTED  
 GW2599* NAVD 88     -       284.8    (meters)     934.     (feet)  VERTCON   
 GW2599  ___________________________________________________________________
 GW2599  X           -     928,166.482 (meters)                     COMP
 GW2599  Y           -  -4,990,196.277 (meters)                     COMP
 GW2599  Z           -   3,849,730.449 (meters)                     COMP
 GW2599  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GW2599  ELLIP HEIGHT-         252.66  (meters)          (05/17/02) GPS OBS
 GW2599  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW2599
 GW2599  HORZ ORDER  -  FIRST
 GW2599  ELLP ORDER  -  FOURTH    CLASS II
 GW2599
 GW2599.The horizontal coordinates were established by GPS observations
 GW2599.and adjusted by the National Geodetic Survey in September 1995..
 GW2599
 GW2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2599
 GW2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2599
 GW2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2599
 GW2599.The ellipsoidal height was determined by GPS observations
 GW2599.and is referenced to NAD 83.
 GW2599
 GW2599.The geoid height was determined by GEOID03.
 GW2599
 GW2599;                    North         East     Units Scale Factor Converg.
 GW2599;SPC VA S     - 1,114,812.055 3,414,653.637   MT  0.99994540   -0 35 05.2
 GW2599;SPC VA S     - 3,657,512.55 11,202,909.47   sFT  0.99994540   -0 35 05.2
 GW2599;UTM  17      - 4,136,359.174   636,061.350   MT  0.99982804   +0 55 57.4
 GW2599
 GW2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2599!SPC VA S     -   0.99996035  x   0.99994540  =   0.99990575
 GW2599!UTM  17      -   0.99996035  x   0.99982804  =   0.99978840
 GW2599
 GW2599                          SUPERSEDED SURVEY CONTROL
 GW2599
 GW2599  ELLIP H (09/08/95)  252.73   (m)                       GP(       ) 4 2
 GW2599  NAD 83(1993)-  37 21 50.35251(N)    079 27 48.61199(W) AD(       ) 1
 GW2599  ELLIP H (11/14/94)  252.73   (m)                       GP(       ) 4 2
 GW2599  NAD 83(1986)-  37 21 50.35907(N)    079 27 48.62493(W) AD(       ) 1
 GW2599  NGVD 29 (07/01/93)  285.0    (m)          935.     (f) GPS OBS        
 GW2599
 GW2599.Superseded values are not recommended for survey control.
 GW2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2599.See file dsdata.txt to determine how the superseded data were derived.
 GW2599
 GW2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3606136359(NAD 83)
 GW2599_MARKER: DD = SURVEY DISK
 GW2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2599_SP_SET: CONCRETE POST
 GW2599_STAMPING: 027
 GW2599_MARK LOGO: VA-019
 GW2599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2599+STABILITY: SURFACE MOTION
 GW2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2599+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2599
 GW2599  HISTORY     - Date     Condition        Report By
 GW2599  HISTORY     - 1992     MONUMENTED       MSI
 GW2599
 GW2599                          STATION DESCRIPTION
 GW2599
 GW2599'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2599'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2599'(6.4 KM) NORTHEAST OF BEDFORD CITY AND APPROXIMATELY 2 MI (3.2 KM)
 GW2599'EAST OF CENTERVILLE ON THE EAST SIDE OF S.R. 671.
 GW2599'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 671 AND U.S. 221,
 GW2599'PROCEED NORTH 0.4 MI (0.6 KM) ALONG S.R. 671 TO THE STATION ON THE
 GW2599'RIGHT AT SOUTHEAST CORNER OF THE INTERSECTION WITH S.R. 769.
 GW2599'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2599'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2599'STAMPED 027. THE DISK IS LOCATED 36.6 FT (11.2 M) SOUTHEAST OF THE
 GW2599'INTERSECTION OF THE CENTERLINES OF S.R. 671 AND 769, 118.5 FT
 GW2599'(36.1 M) SOUTHEAST OF THE POWER POLE 145-45, AND 23.8 FT (7.3 M)
 GW2599'NORTH OF THE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2600 ***********************************************************************
 GW2600  DESIGNATION -  BEDFORD 028
 GW2600  PID         -  GW2600
 GW2600  STATE/COUNTY-  VA/BEDFORD
 GW2600  USGS QUAD   -  GOODE (1985)
 GW2600
 GW2600                         *CURRENT SURVEY CONTROL
 GW2600  ___________________________________________________________________
 GW2600* NAD 83(1993)-  37 20 46.49966(N)    079 27 21.46062(W)     ADJUSTED  
 GW2600* NAVD 88     -       268.1    (meters)     880.     (feet)  VERTCON   
 GW2600  ___________________________________________________________________
 GW2600  X           -     929,039.495 (meters)                     COMP
 GW2600  Y           -  -4,991,235.287 (meters)                     COMP
 GW2600  Z           -   3,848,155.501 (meters)                     COMP
 GW2600  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 GW2600  ELLIP HEIGHT-         235.96  (meters)          (05/17/02) GPS OBS
 GW2600  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW2600
 GW2600  HORZ ORDER  -  FIRST
 GW2600  ELLP ORDER  -  FOURTH    CLASS II
 GW2600
 GW2600.The horizontal coordinates were established by GPS observations
 GW2600.and adjusted by the National Geodetic Survey in September 1995..
 GW2600
 GW2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2600
 GW2600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2600
 GW2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2600
 GW2600.The ellipsoidal height was determined by GPS observations
 GW2600.and is referenced to NAD 83.
 GW2600
 GW2600.The geoid height was determined by GEOID03.
 GW2600
 GW2600;                    North         East     Units Scale Factor Converg.
 GW2600;SPC VA S     - 1,112,836.954 3,415,301.749   MT  0.99994547   -0 34 48.7
 GW2600;SPC VA S     - 3,651,032.57 11,205,035.82   sFT  0.99994547   -0 34 48.7
 GW2600;UTM  17      - 4,134,402.152   636,761.448   MT  0.99983040   +0 56 12.5
 GW2600
 GW2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2600!SPC VA S     -   0.99996297  x   0.99994547  =   0.99990845
 GW2600!UTM  17      -   0.99996297  x   0.99983040  =   0.99979338
 GW2600
 GW2600:                Primary Azimuth Mark                     Grid Az
 GW2600:SPC VA S     -  BEDFORD 029                              189 22 42.6
 GW2600:UTM  17      -  BEDFORD 029                              187 51 41.4
 GW2600
 GW2600|---------------------------------------------------------------------|
 GW2600| PID    Reference Object                     Distance      Geod. Az  |
 GW2600|                                                           dddmmss.s |
 GW2600| GW2601 BEDFORD 029                         APPROX. 1.5 KM 1884753.9 |
 GW2600|---------------------------------------------------------------------|
 GW2600
 GW2600                          SUPERSEDED SURVEY CONTROL
 GW2600
 GW2600  ELLIP H (09/08/95)  236.03   (m)                       GP(       ) 4 2
 GW2600  NAD 83(1993)-  37 20 46.49965(N)    079 27 21.46068(W) AD(       ) 1
 GW2600  ELLIP H (11/14/94)  236.03   (m)                       GP(       ) 4 2
 GW2600  NAD 83(1986)-  37 20 46.50625(N)    079 27 21.47349(W) AD(       ) 1
 GW2600  NGVD 29 (07/01/93)  268.3    (m)          880.     (f) GPS OBS        
 GW2600
 GW2600.Superseded values are not recommended for survey control.
 GW2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2600.See file dsdata.txt to determine how the superseded data were derived.
 GW2600
 GW2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3676134402(NAD 83)
 GW2600_MARKER: DD = SURVEY DISK
 GW2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2600_SP_SET: CONCRETE POST
 GW2600_STAMPING: 028
 GW2600_MARK LOGO: VA-019
 GW2600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2600+STABILITY: SURFACE MOTION
 GW2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2600+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2600
 GW2600  HISTORY     - Date     Condition        Report By
 GW2600  HISTORY     - 1992     MONUMENTED       MSI
 GW2600
 GW2600                          STATION DESCRIPTION
 GW2600
 GW2600'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2600'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2600'(6.4 KM) EAST OF BEDFORD CITY ON THE EAST SIDE OF S.R. 671.
 GW2600'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 671 AND U.S. 221,
 GW2600'PROCEED SOUTH 1.0 MI (1.6 KM) ALONG S.R. 671 TO THE STATION ON THE
 GW2600'LEFT BEFORE THE BRIDGE CROSSING OVER THE RAILROAD.
 GW2600'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2600'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2600'STAMPED 028. THE DISK IS LOCATED 13.5 FT (4.1 M) EAST OF THE
 GW2600'CENTERLINE OF S.R. 671, 22.6 FT (6.9 M) SOUTH OF AN UNNUMBERED POWER
 GW2600'POLE, AND 32.4 FT (9.9 M) NORTHEAST OF THE NORTHWEST CORNER OF
 GW2600'RAILROAD BRIDGE AT CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2601 ***********************************************************************
 GW2601  DESIGNATION -  BEDFORD 029
 GW2601  PID         -  GW2601
 GW2601  STATE/COUNTY-  VA/BEDFORD
 GW2601  USGS QUAD   -  GOODE (1985)
 GW2601
 GW2601                         *CURRENT SURVEY CONTROL
 GW2601  ___________________________________________________________________
 GW2601* NAD 83(1993)-  37 19 58.41602(N)    079 27 30.78078(W)     ADJUSTED  
 GW2601* NAVD 88     -       252.3    (meters)     828.     (feet)  VERTCON   
 GW2601  ___________________________________________________________________
 GW2601  X           -     928,976.163 (meters)                     COMP
 GW2601  Y           -  -4,992,148.895 (meters)                     COMP
 GW2601  Z           -   3,846,967.326 (meters)                     COMP
 GW2601  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 GW2601  ELLIP HEIGHT-         220.18  (meters)          (05/17/02) GPS OBS
 GW2601  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW2601
 GW2601  HORZ ORDER  -  FIRST
 GW2601  ELLP ORDER  -  FOURTH    CLASS II
 GW2601
 GW2601.The horizontal coordinates were established by GPS observations
 GW2601.and adjusted by the National Geodetic Survey in September 1995..
 GW2601
 GW2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2601
 GW2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2601
 GW2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2601
 GW2601.The ellipsoidal height was determined by GPS observations
 GW2601.and is referenced to NAD 83.
 GW2601
 GW2601.The geoid height was determined by GEOID03.
 GW2601
 GW2601;                    North         East     Units Scale Factor Converg.
 GW2601;SPC VA S     - 1,111,357.071 3,415,057.327   MT  0.99994558   -0 34 54.4
 GW2601;SPC VA S     - 3,646,177.32 11,204,233.91   sFT  0.99994558   -0 34 54.4
 GW2601;UTM  17      - 4,132,916.490   636,556.309   MT  0.99982971   +0 56 05.8
 GW2601
 GW2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2601!SPC VA S     -   0.99996545  x   0.99994558  =   0.99991103
 GW2601!UTM  17      -   0.99996545  x   0.99982971  =   0.99979517
 GW2601
 GW2601:                Primary Azimuth Mark                     Grid Az
 GW2601:SPC VA S     -  BEDFORD 028                              009 22 42.6
 GW2601:UTM  17      -  BEDFORD 028                              007 51 42.4
 GW2601
 GW2601|---------------------------------------------------------------------|
 GW2601| PID    Reference Object                     Distance      Geod. Az  |
 GW2601|                                                           dddmmss.s |
 GW2601| GW2600 BEDFORD 028                         APPROX. 1.5 KM 0084748.2 |
 GW2601|---------------------------------------------------------------------|
 GW2601
 GW2601                          SUPERSEDED SURVEY CONTROL
 GW2601
 GW2601  ELLIP H (09/08/95)  220.25   (m)                       GP(       ) 4 2
 GW2601  NAD 83(1993)-  37 19 58.41601(N)    079 27 30.78084(W) AD(       ) 1
 GW2601  ELLIP H (11/14/94)  220.25   (m)                       GP(       ) 4 2
 GW2601  NAD 83(1986)-  37 19 58.42259(N)    079 27 30.79356(W) AD(       ) 1
 GW2601  NGVD 29 (07/01/93)  252.5    (m)          828.     (f) GPS OBS        
 GW2601
 GW2601.Superseded values are not recommended for survey control.
 GW2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2601.See file dsdata.txt to determine how the superseded data were derived.
 GW2601
 GW2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3655632916(NAD 83)
 GW2601_MARKER: DD = SURVEY DISK
 GW2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2601_SP_SET: CONCRETE POST
 GW2601_STAMPING: 029
 GW2601_MARK LOGO: VA-019
 GW2601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2601+STABILITY: SURFACE MOTION
 GW2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2601+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2601
 GW2601  HISTORY     - Date     Condition        Report By
 GW2601  HISTORY     - 1992     MONUMENTED       MSI
 GW2601
 GW2601                          STATION DESCRIPTION
 GW2601
 GW2601'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2601'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2601'(6.4 KM) EAST OF BEDFORD CITY ON THE EAST SIDE OF A GRAVEL ROAD.
 GW2601'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 671 AND U.S. 221,
 GW2601'PROCEED SOUTH 1.4 MI (2.3 KM) ALONG S.R. 671 TO THE INTERSECTION WITH
 GW2601'S.R. 718.  BEAR RIGHT AND GO SOUTHWEST 0.5 MI (0.8 KM) ALONG S.R. 718
 GW2601'TO THE INTERSECTION WITH A GRAVEL ROAD.  BEAR LEFT AND GO SOUTH 0.1
 GW2601'MI (0.2 KM) ALONG THE GRAVEL ROAD TO THE STATION ON THE LEFT BEFORE A
 GW2601'GROUP OF MAIL BOXES.
 GW2601'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2601'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2601'STAMPED 029. THE DISK IS LOCATED 14.6 FT (4.5 M) EAST OF THE
 GW2601'CENTERLINE OF THE GRAVEL ROAD, 18.0 FT (5.5 M) WEST OF THE FENCE
 GW2601'LINE, 96.8 FT (29.5 M) NORTHEAST OF A TELEPHONE BOX, AND 112.0 FT
 GW2601'(34.1 M) SOUTHEAST OF POWER POLE 193-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2602 ***********************************************************************
 GW2602  DESIGNATION -  BEDFORD 030
 GW2602  PID         -  GW2602
 GW2602  STATE/COUNTY-  VA/BEDFORD
 GW2602  USGS QUAD   -  GOODE (1985)
 GW2602
 GW2602                         *CURRENT SURVEY CONTROL
 GW2602  ___________________________________________________________________
 GW2602* NAD 83(1993)-  37 19 02.61397(N)    079 26 49.04724(W)     ADJUSTED  
 GW2602* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 GW2602  ___________________________________________________________________
 GW2602  X           -     930,173.819 (meters)                     COMP
 GW2602  Y           -  -4,992,967.902 (meters)                     COMP
 GW2602  Z           -   3,845,584.997 (meters)                     COMP
 GW2602  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GW2602  ELLIP HEIGHT-         196.63  (meters)          (05/17/02) GPS OBS
 GW2602  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2602
 GW2602  HORZ ORDER  -  FIRST
 GW2602  ELLP ORDER  -  FOURTH    CLASS II
 GW2602
 GW2602.The horizontal coordinates were established by GPS observations
 GW2602.and adjusted by the National Geodetic Survey in September 1995..
 GW2602
 GW2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2602
 GW2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2602
 GW2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2602
 GW2602.The ellipsoidal height was determined by GPS observations
 GW2602.and is referenced to NAD 83.
 GW2602
 GW2602.The geoid height was determined by GEOID03.
 GW2602
 GW2602;                    North         East     Units Scale Factor Converg.
 GW2602;SPC VA S     - 1,109,626.572 3,416,067.329   MT  0.99994578   -0 34 29.0
 GW2602;SPC VA S     - 3,640,499.84 11,207,547.56   sFT  0.99994578   -0 34 29.0
 GW2602;UTM  17      - 4,131,213.522   637,611.635   MT  0.99983327   +0 56 29.9
 GW2602
 GW2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2602!SPC VA S     -   0.99996914  x   0.99994578  =   0.99991493
 GW2602!UTM  17      -   0.99996914  x   0.99983327  =   0.99980242
 GW2602
 GW2602                          SUPERSEDED SURVEY CONTROL
 GW2602
 GW2602  ELLIP H (09/08/95)  196.70   (m)                       GP(       ) 4 2
 GW2602  NAD 83(1993)-  37 19 02.61397(N)    079 26 49.04732(W) AD(       ) 1
 GW2602  ELLIP H (11/14/94)  196.70   (m)                       GP(       ) 4 2
 GW2602  NAD 83(1986)-  37 19 02.62055(N)    079 26 49.05968(W) AD(       ) 1
 GW2602  NGVD 29 (07/01/93)  229.0    (m)          751.     (f) GPS OBS        
 GW2602
 GW2602.Superseded values are not recommended for survey control.
 GW2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2602.See file dsdata.txt to determine how the superseded data were derived.
 GW2602
 GW2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3761231214(NAD 83)
 GW2602_MARKER: DD = SURVEY DISK
 GW2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2602_SP_SET: CONCRETE POST
 GW2602_STAMPING: 030
 GW2602_MARK LOGO: VA-019
 GW2602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2602+STABILITY: SURFACE MOTION
 GW2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2602+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2602
 GW2602  HISTORY     - Date     Condition        Report By
 GW2602  HISTORY     - 1992     MONUMENTED       MSI
 GW2602
 GW2602                          STATION DESCRIPTION
 GW2602
 GW2602'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2602'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4.5
 GW2602'MI (7.2 KM) EAST OF BEDFORD CITY IN THE MEDIAN OF U.S. 460.
 GW2602'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 803 AND U.S. 460,
 GW2602'PROCEED WEST 1.2 MI (1.9 KM) ALONG U.S. 460 TO THE STATION ON THE
 GW2602'RIGHT, NEAR A NORTH/SOUTH CROSSOVER.
 GW2602'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2602'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2602'STAMPED 030. THE DISK IS LOCATED 33.9 FT (10.3 M) NORTH OF THE
 GW2602'CENTERLINE OF U.S. 460 EAST, 12.2 FT (3.7 M) SOUTHWEST OF THE EAST
 GW2602'END OF CONCRETE PIPE, AND 82.5 FT (25.1 M) SOUTH OF THE EAST END OF
 GW2602'THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2603 ***********************************************************************
 GW2603  DESIGNATION -  BEDFORD 031
 GW2603  PID         -  GW2603
 GW2603  STATE/COUNTY-  VA/BEDFORD
 GW2603  USGS QUAD   -  GOODE (1985)
 GW2603
 GW2603                         *CURRENT SURVEY CONTROL
 GW2603  ___________________________________________________________________
 GW2603* NAD 83(1993)-  37 17 49.65126(N)    079 26 54.87331(W)     ADJUSTED  
 GW2603* NAVD 88     -       245.0    (meters)     804.     (feet)  VERTCON   
 GW2603  ___________________________________________________________________
 GW2603  X           -     930,284.823 (meters)                     COMP
 GW2603  Y           -  -4,994,347.247 (meters)                     COMP
 GW2603  Z           -   3,843,805.720 (meters)                     COMP
 GW2603  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 GW2603  ELLIP HEIGHT-         212.97  (meters)          (05/17/02) GPS OBS
 GW2603  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2603
 GW2603  HORZ ORDER  -  FIRST
 GW2603  ELLP ORDER  -  FOURTH    CLASS II
 GW2603
 GW2603.The horizontal coordinates were established by GPS observations
 GW2603.and adjusted by the National Geodetic Survey in September 1995..
 GW2603
 GW2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2603
 GW2603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2603
 GW2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2603
 GW2603.The ellipsoidal height was determined by GPS observations
 GW2603.and is referenced to NAD 83.
 GW2603
 GW2603.The geoid height was determined by GEOID03.
 GW2603
 GW2603;                    North         East     Units Scale Factor Converg.
 GW2603;SPC VA S     - 1,107,378.900 3,415,901.293   MT  0.99994615   -0 34 32.6
 GW2603;SPC VA S     - 3,633,125.61 11,207,002.83   sFT  0.99994615   -0 34 32.6
 GW2603;UTM  17      - 4,128,962.498   637,505.140   MT  0.99983291   +0 56 24.8
 GW2603
 GW2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2603!SPC VA S     -   0.99996658  x   0.99994615  =   0.99991273
 GW2603!UTM  17      -   0.99996658  x   0.99983291  =   0.99979950
 GW2603
 GW2603                          SUPERSEDED SURVEY CONTROL
 GW2603
 GW2603  ELLIP H (09/08/95)  213.04   (m)                       GP(       ) 4 2
 GW2603  NAD 83(1993)-  37 17 49.65122(N)    079 26 54.87345(W) AD(       ) 1
 GW2603  ELLIP H (11/14/94)  213.04   (m)                       GP(       ) 4 2
 GW2603  NAD 83(1986)-  37 17 49.65764(N)    079 26 54.88608(W) AD(       ) 1
 GW2603  NGVD 29 (07/01/93)  245.3    (m)          805.     (f) GPS OBS        
 GW2603
 GW2603.Superseded values are not recommended for survey control.
 GW2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2603.See file dsdata.txt to determine how the superseded data were derived.
 GW2603
 GW2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3750528962(NAD 83)
 GW2603_MARKER: DD = SURVEY DISK
 GW2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2603_SP_SET: CONCRETE POST
 GW2603_STAMPING: 031
 GW2603_MARK LOGO: VA-019
 GW2603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2603+STABILITY: SURFACE MOTION
 GW2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2603+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2603
 GW2603  HISTORY     - Date     Condition        Report By
 GW2603  HISTORY     - 1992     MONUMENTED       MSI
 GW2603
 GW2603                          STATION DESCRIPTION
 GW2603
 GW2603'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2603'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2603'(8.0 KM) SOUTHEAST OF BEDFORD CITY ON THE WEST SIDE OF S.R. 784.
 GW2603'TO REACH THE STATION FROM THE S.R. 714/U.S. 460 BUSINESS BRIDGE OVER
 GW2603'U.S. 460 BYPASS, PROCEED SOUTHEAST 3.8 MI (6.1 KM) ALONG S.R. 714 TO
 GW2603'THE INTERSECTION WITH S.R. 784. TURN LEFT AND GO NORTHEAST 1.0 MI
 GW2603'(1.6 KM) ALONG S.R. 784 TO THE STATION ON THE LEFT BEYOND A CEMETARY.
 GW2603'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2603'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2603'STAMPED 031. THE DISK IS LOCATED 25.1 FT (7.7 M) NORTH OF THE
 GW2603'CENTERLINE OF S.R. 784, AND 8.5 FT (2.6 M) WEST OF POWER POLE
 GW2603'218-158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2604 ***********************************************************************
 GW2604  DESIGNATION -  BEDFORD 032
 GW2604  PID         -  GW2604
 GW2604  STATE/COUNTY-  VA/BEDFORD
 GW2604  USGS QUAD   -  GOODE (1985)
 GW2604
 GW2604                         *CURRENT SURVEY CONTROL
 GW2604  ___________________________________________________________________
 GW2604* NAD 83(1993)-  37 17 58.59921(N)    079 29 16.23345(W)     ADJUSTED  
 GW2604* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 GW2604  ___________________________________________________________________
 GW2604  X           -     926,836.250 (meters)                     COMP
 GW2604  Y           -  -4,994,845.871 (meters)                     COMP
 GW2604  Z           -   3,844,045.775 (meters)                     COMP
 GW2604  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GW2604  ELLIP HEIGHT-         246.98  (meters)          (05/17/02) GPS OBS
 GW2604  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW2604
 GW2604  HORZ ORDER  -  FIRST
 GW2604  ELLP ORDER  -  FOURTH    CLASS II
 GW2604
 GW2604.The horizontal coordinates were established by GPS observations
 GW2604.and adjusted by the National Geodetic Survey in September 1995..
 GW2604
 GW2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2604
 GW2604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2604
 GW2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2604
 GW2604.The ellipsoidal height was determined by GPS observations
 GW2604.and is referenced to NAD 83.
 GW2604
 GW2604.The geoid height was determined by GEOID03.
 GW2604
 GW2604;                    North         East     Units Scale Factor Converg.
 GW2604;SPC VA S     - 1,107,690.428 3,412,423.002   MT  0.99994610   -0 35 58.4
 GW2604;SPC VA S     - 3,634,147.68 11,195,591.13   sFT  0.99994610   -0 35 58.4
 GW2604;UTM  17      - 4,129,181.869   634,020.240   MT  0.99982125   +0 54 59.3
 GW2604
 GW2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2604!SPC VA S     -   0.99996124  x   0.99994610  =   0.99990735
 GW2604!UTM  17      -   0.99996124  x   0.99982125  =   0.99978250
 GW2604
 GW2604:                Primary Azimuth Mark                     Grid Az
 GW2604:SPC VA S     -  BEDFORD 033                              188 38 10.0
 GW2604:UTM  17      -  BEDFORD 033                              187 07 12.3
 GW2604
 GW2604|---------------------------------------------------------------------|
 GW2604| PID    Reference Object                     Distance      Geod. Az  |
 GW2604|                                                           dddmmss.s |
 GW2604| GW2605 BEDFORD 033                         APPROX. 1.6 KM 1880211.6 |
 GW2604|---------------------------------------------------------------------|
 GW2604
 GW2604                          SUPERSEDED SURVEY CONTROL
 GW2604
 GW2604  ELLIP H (09/08/95)  247.05   (m)                       GP(       ) 4 2
 GW2604  NAD 83(1993)-  37 17 58.59920(N)    079 29 16.23352(W) AD(       ) 1
 GW2604  ELLIP H (11/14/94)  247.05   (m)                       GP(       ) 4 2
 GW2604  NAD 83(1986)-  37 17 58.60566(N)    079 29 16.24709(W) AD(       ) 1
 GW2604  NGVD 29 (07/01/93)  279.3    (m)          916.     (f) GPS OBS        
 GW2604
 GW2604.Superseded values are not recommended for survey control.
 GW2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2604.See file dsdata.txt to determine how the superseded data were derived.
 GW2604
 GW2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3402029182(NAD 83)
 GW2604_MARKER: DD = SURVEY DISK
 GW2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2604_SP_SET: CONCRETE POST
 GW2604_STAMPING: 032
 GW2604_MARK LOGO: VA-019
 GW2604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2604+STABILITY: SURFACE MOTION
 GW2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2604+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2604
 GW2604  HISTORY     - Date     Condition        Report By
 GW2604  HISTORY     - 1992     MONUMENTED       MSI
 GW2604
 GW2604                          STATION DESCRIPTION
 GW2604
 GW2604'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2604'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2604'(4.8 KM) SOUTHEAST OF BEDFORD CITY ON THE SOUTH SIDE OF S.R. 714.
 GW2604'TO REACH THE STATION FROM THE S.R. 714/U.S. 460 (BUSINESS) BRIDGE OVER
 GW2604'U.S. 460 (BYPASS), PROCEED SOUTHEAST 2.2 MI (3.5 KM) ALONG S.R. 714
 GW2604'TO TO THE STATION ON THE RIGHT NEAR A GRAVEL DRIVE.
 GW2604'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2604'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2604'STAMPED 032. THE DISK IS LOCATED 22.6 FT (6.9 M) SOUTH OF THE
 GW2604'CENTERLINE OF S.R. 714, 71.0 FT (21.6 M) NORTH OF A FENCE CORNER
 GW2604'POST, AND 60.4 FT (18.4 M) WEST OF UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2605 ***********************************************************************
 GW2605  DESIGNATION -  BEDFORD 033
 GW2605  PID         -  GW2605
 GW2605  STATE/COUNTY-  VA/BEDFORD
 GW2605  USGS QUAD   -  GOODE (1985)
 GW2605
 GW2605                         *CURRENT SURVEY CONTROL
 GW2605  ___________________________________________________________________
 GW2605* NAD 83(1993)-  37 17 05.80737(N)    079 29 25.56200(W)     ADJUSTED  
 GW2605* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 GW2605  ___________________________________________________________________
 GW2605  X           -     926,787.210 (meters)                     COMP
 GW2605  Y           -  -4,995,841.135 (meters)                     COMP
 GW2605  Z           -   3,842,738.401 (meters)                     COMP
 GW2605  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 GW2605  ELLIP HEIGHT-         226.25  (meters)          (05/17/02) GPS OBS
 GW2605  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2605
 GW2605  HORZ ORDER  -  FIRST
 GW2605  ELLP ORDER  -  FOURTH    CLASS II
 GW2605
 GW2605.The horizontal coordinates were established by GPS observations
 GW2605.and adjusted by the National Geodetic Survey in September 1995..
 GW2605
 GW2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2605
 GW2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2605
 GW2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2605
 GW2605.The ellipsoidal height was determined by GPS observations
 GW2605.and is referenced to NAD 83.
 GW2605
 GW2605.The geoid height was determined by GEOID03.
 GW2605
 GW2605;                    North         East     Units Scale Factor Converg.
 GW2605;SPC VA S     - 1,106,065.511 3,412,176.208   MT  0.99994643   -0 36 04.0
 GW2605;SPC VA S     - 3,628,816.60 11,194,781.44   sFT  0.99994643   -0 36 04.0
 GW2605;UTM  17      - 4,127,551.197   633,816.544   MT  0.99982058   +0 54 52.6
 GW2605
 GW2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2605!SPC VA S     -   0.99996450  x   0.99994643  =   0.99991093
 GW2605!UTM  17      -   0.99996450  x   0.99982058  =   0.99978508
 GW2605
 GW2605:                Primary Azimuth Mark                     Grid Az
 GW2605:SPC VA S     -  BEDFORD 032                              008 38 10.0
 GW2605:UTM  17      -  BEDFORD 032                              007 07 13.4
 GW2605
 GW2605|---------------------------------------------------------------------|
 GW2605| PID    Reference Object                     Distance      Geod. Az  |
 GW2605|                                                           dddmmss.s |
 GW2605| GW2604 BEDFORD 032                         APPROX. 1.6 KM 0080206.0 |
 GW2605|---------------------------------------------------------------------|
 GW2605
 GW2605                          SUPERSEDED SURVEY CONTROL
 GW2605
 GW2605  ELLIP H (09/08/95)  226.32   (m)                       GP(       ) 4 2
 GW2605  NAD 83(1993)-  37 17 05.80736(N)    079 29 25.56209(W) AD(       ) 1
 GW2605  ELLIP H (11/14/94)  226.32   (m)                       GP(       ) 4 2
 GW2605  NAD 83(1986)-  37 17 05.81383(N)    079 29 25.57559(W) AD(       ) 1
 GW2605  NGVD 29 (07/01/93)  258.5    (m)          848.     (f) GPS OBS        
 GW2605
 GW2605.Superseded values are not recommended for survey control.
 GW2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2605.See file dsdata.txt to determine how the superseded data were derived.
 GW2605
 GW2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3381727551(NAD 83)
 GW2605_MARKER: DD = SURVEY DISK
 GW2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2605_SP_SET: CONCRETE POST
 GW2605_STAMPING: 033
 GW2605_MARK LOGO: VA-019
 GW2605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2605+STABILITY: SURFACE MOTION
 GW2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2605+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2605
 GW2605  HISTORY     - Date     Condition        Report By
 GW2605  HISTORY     - 1992     MONUMENTED       MSI
 GW2605
 GW2605                          STATION DESCRIPTION
 GW2605
 GW2605'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2605'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2605'(6.4 KM) SOUTH OF BEDFORD CITY ON THE EAST SIDE OF S.R. 43.
 GW2605'TO REACH THE STATION FROM THE OVERPASS OF S.R. 43 AT U.S. 460, PROCEED
 GW2605'SOUTH 3.6 MI (5.8 KM) ALONG S.R. 43 TO THE STATION ON THE LEFT AT THE
 GW2605'SOUTHERN CORNER OF THE INTERSECTION WITH S.R. 723.
 GW2605'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2605'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2605'STAMPED 033. THE DISK IS LOCATED 11.0 FT (3.4 M) NORTHWEST OF A
 GW2605'NORTHEASTERNMOST GATEPOST, 15.9 FT (4.8 M) EAST OF A TELEPHONE BOX,
 GW2605'25.0 FT (7.6 M) SOUTHWEST OF THE SOUTHERN EDGE OF THE PAVEMENT OF
 GW2605'S.R. 723, AND 34.5 FT (10.5 M) EAST OF THE EASTERNMOST EDGE OF THE
 GW2605'PAVEMENT OF S.R. 43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2606 ***********************************************************************
 GW2606  DESIGNATION -  BEDFORD 034
 GW2606  PID         -  GW2606
 GW2606  STATE/COUNTY-  VA/BEDFORD
 GW2606  USGS QUAD   -  BEDFORD (1989)
 GW2606
 GW2606                         *CURRENT SURVEY CONTROL
 GW2606  ___________________________________________________________________
 GW2606* NAD 83(1993)-  37 16 55.68243(N)    079 31 04.75621(W)     ADJUSTED  
 GW2606* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 GW2606  ___________________________________________________________________
 GW2606  X           -     924,424.775 (meters)                     COMP
 GW2606  Y           -  -4,996,503.576 (meters)                     COMP
 GW2606  Z           -   3,842,514.342 (meters)                     COMP
 GW2606  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GW2606  ELLIP HEIGHT-         266.37  (meters)          (05/17/02) GPS OBS
 GW2606  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW2606
 GW2606  HORZ ORDER  -  FIRST
 GW2606  ELLP ORDER  -  FOURTH    CLASS II
 GW2606
 GW2606.The horizontal coordinates were established by GPS observations
 GW2606.and adjusted by the National Geodetic Survey in September 1995..
 GW2606
 GW2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2606
 GW2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2606
 GW2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2606
 GW2606.The ellipsoidal height was determined by GPS observations
 GW2606.and is referenced to NAD 83.
 GW2606
 GW2606.The geoid height was determined by GEOID03.
 GW2606
 GW2606;                    North         East     Units Scale Factor Converg.
 GW2606;SPC VA S     - 1,105,779.399 3,409,729.671   MT  0.99994651   -0 37 04.2
 GW2606;SPC VA S     - 3,627,877.91 11,186,754.76   sFT  0.99994651   -0 37 04.2
 GW2606;UTM  17      - 4,127,200.517   631,378.747   MT  0.99981262   +0 53 52.2
 GW2606
 GW2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2606!SPC VA S     -   0.99995820  x   0.99994651  =   0.99990471
 GW2606!UTM  17      -   0.99995820  x   0.99981262  =   0.99977083
 GW2606
 GW2606                          SUPERSEDED SURVEY CONTROL
 GW2606
 GW2606  ELLIP H (09/08/95)  266.44   (m)                       GP(       ) 4 2
 GW2606  NAD 83(1993)-  37 16 55.68241(N)    079 31 04.75633(W) AD(       ) 1
 GW2606  ELLIP H (11/14/94)  266.44   (m)                       GP(       ) 4 2
 GW2606  NAD 83(1986)-  37 16 55.68891(N)    079 31 04.76969(W) AD(       ) 1
 GW2606  NGVD 29 (07/01/93)  298.7    (m)          980.     (f) GPS OBS        
 GW2606
 GW2606.Superseded values are not recommended for survey control.
 GW2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2606.See file dsdata.txt to determine how the superseded data were derived.
 GW2606
 GW2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3137927201(NAD 83)
 GW2606_MARKER: DD = SURVEY DISK
 GW2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2606_SP_SET: CONCRETE POST
 GW2606_STAMPING: 034
 GW2606_MARK LOGO: VA-019
 GW2606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2606+STABILITY: SURFACE MOTION
 GW2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2606+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2606
 GW2606  HISTORY     - Date     Condition        Report By
 GW2606  HISTORY     - 1992     MONUMENTED       MSI
 GW2606
 GW2606                          STATION DESCRIPTION
 GW2606
 GW2606'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2606'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2606'(6.4 KM) SOUTH OF BEDFORD CITY ON THE WEST SIDE OF S.R. 722 RIGHT OF
 GW2606'WAY.
 GW2606'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 722 AND S.R. 43
 GW2606'PROCEED SOUTH 1.9 MI (3.1 KM) ALONG S.R. 722 TO THE STATION ON THE
 GW2606'RIGHT NEAR THE POWER LINE CROSSING.
 GW2606'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2606'OF A CONCRETE MONUMENT, APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2606'STAMPED 034.  THE DISK IS LOCATED 3.5 FT (1.1 M) EAST OF A WITNESS
 GW2606'POST, 60.1 FT (18.3 M) NORTHWEST OF THE NORTHERNMOST GATEPOST ON THE
 GW2606'EAST SIDE OF S.R. 722, 60.2 FT (18.3 M) NORTH OF A POWER POLE, AND
 GW2606'73.8 FT (22.5 M) NORTHWEST OF A TELEPHONE BOX IN THE NORTHEASTERN
 GW2606'CORNER OF THE INTERSECTION OF S.R. 722, S.R. 723, AND S.R. 724.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2607 ***********************************************************************
 GW2607  DESIGNATION -  BEDFORD 035
 GW2607  PID         -  GW2607
 GW2607  STATE/COUNTY-  VA/BEDFORD
 GW2607  USGS QUAD   -  BEDFORD (1989)
 GW2607
 GW2607                         *CURRENT SURVEY CONTROL
 GW2607  ___________________________________________________________________
 GW2607* NAD 83(1993)-  37 17 43.15480(N)    079 32 22.20198(W)     ADJUSTED  
 GW2607* NAVD 88     -       308.5    (meters)    1012.     (feet)  VERTCON   
 GW2607  ___________________________________________________________________
 GW2607  X           -     922,389.152 (meters)                     COMP
 GW2607  Y           -  -4,995,986.237 (meters)                     COMP
 GW2607  Z           -   3,843,684.837 (meters)                     COMP
 GW2607  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 GW2607  ELLIP HEIGHT-         276.42  (meters)          (05/17/02) GPS OBS
 GW2607  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW2607
 GW2607  HORZ ORDER  -  FIRST
 GW2607  ELLP ORDER  -  FOURTH    CLASS II
 GW2607
 GW2607.The horizontal coordinates were established by GPS observations
 GW2607.and adjusted by the National Geodetic Survey in September 1995..
 GW2607
 GW2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2607
 GW2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2607
 GW2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2607
 GW2607.The ellipsoidal height was determined by GPS observations
 GW2607.and is referenced to NAD 83.
 GW2607
 GW2607.The geoid height was determined by GEOID03.
 GW2607
 GW2607;                    North         East     Units Scale Factor Converg.
 GW2607;SPC VA S     - 1,107,263.528 3,407,838.216   MT  0.99994619   -0 37 51.2
 GW2607;SPC VA S     - 3,632,747.09 11,180,549.21   sFT  0.99994619   -0 37 51.2
 GW2607;UTM  17      - 4,128,633.895   629,448.958   MT  0.99980642   +0 53 06.3
 GW2607
 GW2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2607!SPC VA S     -   0.99995662  x   0.99994619  =   0.99990282
 GW2607!UTM  17      -   0.99995662  x   0.99980642  =   0.99976305
 GW2607
 GW2607                          SUPERSEDED SURVEY CONTROL
 GW2607
 GW2607  NAD 83(1993)-  37 17 43.15478(N)    079 32 22.20207(W) AD(       ) 1
 GW2607  ELLIP H (11/14/94)  276.49   (m)                       GP(       ) 4 2
 GW2607  NAD 83(1986)-  37 17 43.16150(N)    079 32 22.21558(W) AD(       ) 1
 GW2607  NGVD 29 (07/01/93)  308.8    (m)         1013.     (f) GPS OBS        
 GW2607
 GW2607.Superseded values are not recommended for survey control.
 GW2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2607.See file dsdata.txt to determine how the superseded data were derived.
 GW2607
 GW2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2944928634(NAD 83)
 GW2607_MARKER: DD = SURVEY DISK
 GW2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2607_SP_SET: CONCRETE POST
 GW2607_STAMPING: 035
 GW2607_MARK LOGO: VA-019
 GW2607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2607+STABILITY: SURFACE MOTION
 GW2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2607+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2607
 GW2607  HISTORY     - Date     Condition        Report By
 GW2607  HISTORY     - 1992     MONUMENTED       MSI
 GW2607
 GW2607                          STATION DESCRIPTION
 GW2607
 GW2607'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2607'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2607'(4.8 KM) SOUTH OF BEDFORD CITY ON THE EAST SIDE OF S.R. 122 RIGHT OF
 GW2607'WAY.
 GW2607'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 746
 GW2607'PROCEED SOUTH 1.4 MI (2.3 KM) ALONG S.R. 122 TO THE STATION ON THE
 GW2607'LEFT NEAR THE END OF A GUARD RAIL.
 GW2607'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2607'OF A CONCRETE MONUMENT, APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2607'STAMPED 035. THE DISK IS LOCATED 9.3 FT (2.8 M) SOUTHEAST OF THE
 GW2607'EASTERN EDGE OF PAVEMENT OF S.R. 122, 84.6 FT (25.8 M) EAST OF A FIRE
 GW2607'HYDRANT, AND 65.8 FT (20.1 M) SOUTHWEST OF THE SEVENTH GUARD RAIL
 GW2607'POST FROM THE SOUTH WESTERN END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2608 ***********************************************************************
 GW2608  DESIGNATION -  BEDFORD 036
 GW2608  PID         -  GW2608
 GW2608  STATE/COUNTY-  VA/BEDFORD
 GW2608  USGS QUAD   -  BEDFORD (1989)
 GW2608
 GW2608                         *CURRENT SURVEY CONTROL
 GW2608  ___________________________________________________________________
 GW2608* NAD 83(1993)-  37 18 46.24702(N)    079 35 21.61665(W)     ADJUSTED  
 GW2608* NAVD 88     -       284.9    (meters)     935.     (feet)  VERTCON   
 GW2608  ___________________________________________________________________
 GW2608  X           -     917,826.733 (meters)                     COMP
 GW2608  Y           -  -4,995,608.677 (meters)                     COMP
 GW2608  Z           -   3,845,217.679 (meters)                     COMP
 GW2608  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 GW2608  ELLIP HEIGHT-         252.70  (meters)          (05/17/02) GPS OBS
 GW2608  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW2608
 GW2608  HORZ ORDER  -  FIRST
 GW2608  ELLP ORDER  -  FOURTH    CLASS II
 GW2608
 GW2608.The horizontal coordinates were established by GPS observations
 GW2608.and adjusted by the National Geodetic Survey in September 1995..
 GW2608
 GW2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2608
 GW2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2608
 GW2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2608
 GW2608.The ellipsoidal height was determined by GPS observations
 GW2608.and is referenced to NAD 83.
 GW2608
 GW2608.The geoid height was determined by GEOID03.
 GW2608
 GW2608;                    North         East     Units Scale Factor Converg.
 GW2608;SPC VA S     - 1,109,258.165 3,403,442.282   MT  0.99994585   -0 39 40.1
 GW2608;SPC VA S     - 3,639,291.16 11,166,126.89   sFT  0.99994585   -0 39 40.1
 GW2608;UTM  17      - 4,130,511.247   625,002.439   MT  0.99979248   +0 51 18.7
 GW2608
 GW2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2608!SPC VA S     -   0.99996035  x   0.99994585  =   0.99990620
 GW2608!UTM  17      -   0.99996035  x   0.99979248  =   0.99975283
 GW2608
 GW2608                          SUPERSEDED SURVEY CONTROL
 GW2608
 GW2608  ELLIP H (09/08/95)  252.77   (m)                       GP(       ) 4 2
 GW2608  NAD 83(1993)-  37 18 46.24701(N)    079 35 21.61674(W) AD(       ) 1
 GW2608  ELLIP H (11/14/94)  252.78   (m)                       GP(       ) 4 2
 GW2608  NAD 83(1986)-  37 18 46.25386(N)    079 35 21.62961(W) AD(       ) 1
 GW2608  NGVD 29 (07/01/93)  285.1    (m)          935.     (f) GPS OBS        
 GW2608
 GW2608.Superseded values are not recommended for survey control.
 GW2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2608.See file dsdata.txt to determine how the superseded data were derived.
 GW2608
 GW2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2500230511(NAD 83)
 GW2608_MARKER: DD = SURVEY DISK
 GW2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2608_SP_SET: CONCRETE POST
 GW2608_STAMPING: 036
 GW2608_MARK LOGO: VA-019
 GW2608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2608+STABILITY: SURFACE MOTION
 GW2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2608+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2608
 GW2608  HISTORY     - Date     Condition        Report By
 GW2608  HISTORY     - 1992     MONUMENTED       MSI
 GW2608
 GW2608                          STATION DESCRIPTION
 GW2608
 GW2608'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2608'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2608'(6.4 KM) EAST OF BEDFORD CITY ON THE EAST SIDE OF S.R. 680 RIGHT OF
 GW2608'WAY.
 GW2608'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 680
 GW2608'PROCEED SOUTH 3.1 MI (5.0 KM) ALONG S.R. 680 TO THE STATION ON THE
 GW2608'LEFT BESIDE AN OPEN FIELD.
 GW2608'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2608'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2608'STAMPED 036.  THE DISK IS LOCATED 14.0 FT (4.3 M) EAST OF THE
 GW2608'CENTERLINE OF S.R. 680, 80.0 FT (24.4 M) NORTHEAST OF A NORTHEASTERLY
 GW2608'GATEPOST ON THE WEST SIDE OF S.R. 680, AND 66.9 FT (20.4 M) SOUTHEAST
 GW2608'OF A FENCE CORNER POST ON THE WEST SIDE OF S.R. 680.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2609 ***********************************************************************
 GW2609  DESIGNATION -  BEDFORD 037
 GW2609  PID         -  GW2609
 GW2609  STATE/COUNTY-  VA/BEDFORD
 GW2609  USGS QUAD   -  BEDFORD (1989)
 GW2609
 GW2609                         *CURRENT SURVEY CONTROL
 GW2609  ___________________________________________________________________
 GW2609* NAD 83(1993)-  37 19 55.30137(N)    079 36 49.95397(W)     ADJUSTED  
 GW2609* NAVD 88     -       269.5    (meters)     884.     (feet)  VERTCON   
 GW2609  ___________________________________________________________________
 GW2609  X           -     915,452.260 (meters)                     COMP
 GW2609  Y           -  -4,994,719.614 (meters)                     COMP
 GW2609  Z           -   3,846,901.350 (meters)                     COMP
 GW2609  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GW2609  ELLIP HEIGHT-         237.29  (meters)          (05/17/02) GPS OBS
 GW2609  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW2609
 GW2609  HORZ ORDER  -  FIRST
 GW2609  ELLP ORDER  -  FOURTH    CLASS II
 GW2609
 GW2609.The horizontal coordinates were established by GPS observations
 GW2609.and adjusted by the National Geodetic Survey in September 1995..
 GW2609
 GW2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2609
 GW2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2609
 GW2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2609
 GW2609.The ellipsoidal height was determined by GPS observations
 GW2609.and is referenced to NAD 83.
 GW2609
 GW2609.The geoid height was determined by GEOID03.
 GW2609
 GW2609;                    North         East     Units Scale Factor Converg.
 GW2609;SPC VA S     - 1,111,412.145 3,401,292.464   MT  0.99994559   -0 40 33.7
 GW2609;SPC VA S     - 3,646,358.01 11,159,073.69   sFT  0.99994559   -0 40 33.7
 GW2609;UTM  17      - 4,132,607.248   622,796.714   MT  0.99978575   +0 50 26.5
 GW2609
 GW2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2609!SPC VA S     -   0.99996276  x   0.99994559  =   0.99990836
 GW2609!UTM  17      -   0.99996276  x   0.99978575  =   0.99974852
 GW2609
 GW2609                          SUPERSEDED SURVEY CONTROL
 GW2609
 GW2609  ELLIP H (09/08/95)  237.37   (m)                       GP(       ) 4 2
 GW2609  NAD 83(1993)-  37 19 55.30136(N)    079 36 49.95404(W) AD(       ) 1
 GW2609  ELLIP H (11/14/94)  237.37   (m)                       GP(       ) 4 2
 GW2609  NAD 83(1986)-  37 19 55.30862(N)    079 36 49.96636(W) AD(       ) 1
 GW2609  NGVD 29 (07/01/93)  269.7    (m)          885.     (f) GPS OBS        
 GW2609
 GW2609.Superseded values are not recommended for survey control.
 GW2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2609.See file dsdata.txt to determine how the superseded data were derived.
 GW2609
 GW2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2279732607(NAD 83)
 GW2609_MARKER: DD = SURVEY DISK
 GW2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2609_SP_SET: CONCRETE POST
 GW2609_STAMPING: 037
 GW2609_MARK LOGO: VA-019
 GW2609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2609+STABILITY: SURFACE MOTION
 GW2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2609+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2609
 GW2609  HISTORY     - Date     Condition        Report By
 GW2609  HISTORY     - 1992     MONUMENTED       MSI
 GW2609
 GW2609                          STATION DESCRIPTION
 GW2609
 GW2609'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2609'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2609'(8.0 KM) EAST OF BEDFORD CITY ON THE EAST SIDE OF S.R. 684 RIGHT OF
 GW2609'WAY.
 GW2609'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 684
 GW2609'PROCEED SOUTH 1.4 MI (2.3 KM) ALONG S.R. 684 TO THE STATION ON THE
 GW2609'LEFT ON TOP OF THE GRASS BANK AND DIRECTLY UNDERNEATH THE HIGH POWER
 GW2609'TRANSMISSION LINE.
 GW2609'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2609'OF A CONCRETE MONUMENT, STAMPED 037.  THE DISK IS LOCATED 1.5 FT
 GW2609'(0.5 M) NORTHWEST OF A WITNESS POST, 34.5 FT (10.5 M) SOUTHEAST OF
 GW2609'THE CENTERLINE OF S.R. 684, 12.3 FT (3.7 M) WEST OF A FENCE POST, AND
 GW2609'16.4 FT (5.0 M) NORTH OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2610 ***********************************************************************
 GW2610  DESIGNATION -  BEDFORD 038
 GW2610  PID         -  GW2610
 GW2610  STATE/COUNTY-  VA/ROANOKE
 GW2610  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2610
 GW2610                         *CURRENT SURVEY CONTROL
 GW2610  ___________________________________________________________________
 GW2610* NAD 83(1993)-  37 17 36.45096(N)    079 51 04.49856(W)     ADJUSTED  
 GW2610* NAVD 88     -       384.1    (meters)    1260.     (feet)  VERTCON   
 GW2610  ___________________________________________________________________
 GW2610  X           -     895,224.849 (meters)                     COMP
 GW2610  Y           -  -5,001,113.220 (meters)                     COMP
 GW2610  Z           -   3,843,566.011 (meters)                     COMP
 GW2610  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 GW2610  ELLIP HEIGHT-         351.67  (meters)          (05/17/02) GPS OBS
 GW2610  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2610
 GW2610  HORZ ORDER  -  FIRST
 GW2610  ELLP ORDER  -  FOURTH    CLASS II
 GW2610
 GW2610.The horizontal coordinates were established by GPS observations
 GW2610.and adjusted by the National Geodetic Survey in September 1995..
 GW2610
 GW2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2610
 GW2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2610
 GW2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2610
 GW2610.The ellipsoidal height was determined by GPS observations
 GW2610.and is referenced to NAD 83.
 GW2610
 GW2610.The geoid height was determined by GEOID03.
 GW2610
 GW2610;                    North         East     Units Scale Factor Converg.
 GW2610;SPC VA S     - 1,107,406.871 3,380,197.358   MT  0.99994623   -0 49 12.4
 GW2610;SPC VA S     - 3,633,217.38 11,089,864.17   sFT  0.99994623   -0 49 12.4
 GW2610;UTM  17      - 4,128,045.987   601,818.978   MT  0.99972770   +0 41 45.9
 GW2610
 GW2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2610!SPC VA S     -   0.99994482  x   0.99994623  =   0.99989105
 GW2610!UTM  17      -   0.99994482  x   0.99972770  =   0.99967253
 GW2610
 GW2610                          SUPERSEDED SURVEY CONTROL
 GW2610
 GW2610  ELLIP H (09/08/95)  351.74   (m)                       GP(       ) 4 2
 GW2610  NAD 83(1993)-  37 17 36.45124(N)    079 51 04.49849(W) AD(       ) 1
 GW2610  ELLIP H (11/14/94)  351.74   (m)                       GP(       ) 4 2
 GW2610  NAD 83(1986)-  37 17 36.45381(N)    079 51 04.51277(W) AD(       ) 1
 GW2610  NGVD 29 (07/01/93)  384.3    (m)         1261.     (f) GPS OBS        
 GW2610
 GW2610.Superseded values are not recommended for survey control.
 GW2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2610.See file dsdata.txt to determine how the superseded data were derived.
 GW2610
 GW2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0181928046(NAD 83)
 GW2610_MARKER: DD = SURVEY DISK
 GW2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2610_SP_SET: CONCRETE POST
 GW2610_STAMPING: 038
 GW2610_MARK LOGO: VA-019
 GW2610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2610+STABILITY: SURFACE MOTION
 GW2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2610+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2610
 GW2610  HISTORY     - Date     Condition        Report By
 GW2610  HISTORY     - 1992     MONUMENTED       MSI
 GW2610
 GW2610                          STATION DESCRIPTION
 GW2610
 GW2610'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2610'THE STATION IS LOCATED IN ROANOKE COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2610'MI (5.6 KM) WEST OF STEWARTSVILLE, AND APPROXIMATELY 3 MI (4.8 KM)
 GW2610'EAST OF VINTON ON THE NORTH SIDE OF S.R. 1035 RIGHT OF WAY.
 GW2610'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 651
 GW2610'PROCEED NORTH 0.6 MI (1.0 KM) ALONG S.R. 651 TO THE INTERSECTION WITH
 GW2610'S.R. 1035.  TURN RIGHT AND GO EAST APPROXIMATELY 900 FT (274.3 M)
 GW2610'ALONG S.R. 1035 TO THE STATION ON THE LEFT IN THE GRAVEL SHOULDER NEAR
 GW2610'A VACANT LOT.
 GW2610'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN
 GW2610'CONCRETE APPROXIMATLEY FLUSH WITH THE GROUND SURFACE, STAMPED 038.
 GW2610'THE DISK IS LOCATED 17.0 FT (5.2 M) NORTHWEST OF THE CENTERLINE OF
 GW2610'S.R. 1035, 46.0 FT (14.0 M) NORTHWEST OF A FIRE HYDRANT, AND 25.0 FT
 GW2610'(7.6 M) WEST OF THE INTERSECTION OF THE CENTERLINES OF S.R. 1035 AND
 GW2610'S.R. 1036.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2611 ***********************************************************************
 GW2611  DESIGNATION -  BEDFORD 039
 GW2611  PID         -  GW2611
 GW2611  STATE/COUNTY-  VA/ROANOKE
 GW2611  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2611
 GW2611                         *CURRENT SURVEY CONTROL
 GW2611  ___________________________________________________________________
 GW2611* NAD 83(1993)-  37 16 27.45765(N)    079 51 18.95024(W)     ADJUSTED  
 GW2611* NAVD 88     -       376.0    (meters)    1234.     (feet)  VERTCON   
 GW2611  ___________________________________________________________________
 GW2611  X           -     895,100.267 (meters)                     COMP
 GW2611  Y           -  -5,002,437.946 (meters)                     COMP
 GW2611  Z           -   3,841,868.697 (meters)                     COMP
 GW2611  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GW2611  ELLIP HEIGHT-         343.56  (meters)          (05/17/02) GPS OBS
 GW2611  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2611
 GW2611  HORZ ORDER  -  FIRST
 GW2611  ELLP ORDER  -  FOURTH    CLASS II
 GW2611
 GW2611.The horizontal coordinates were established by GPS observations
 GW2611.and adjusted by the National Geodetic Survey in September 1995..
 GW2611
 GW2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2611
 GW2611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2611
 GW2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2611
 GW2611.The ellipsoidal height was determined by GPS observations
 GW2611.and is referenced to NAD 83.
 GW2611
 GW2611.The geoid height was determined by GEOID03.
 GW2611
 GW2611;                    North         East     Units Scale Factor Converg.
 GW2611;SPC VA S     - 1,105,285.338 3,379,810.935   MT  0.99994672   -0 49 21.2
 GW2611;SPC VA S     - 3,626,256.98 11,088,596.38   sFT  0.99994672   -0 49 21.2
 GW2611;UTM  17      - 4,125,915.441   601,488.891   MT  0.99972688   +0 41 36.1
 GW2611
 GW2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2611!SPC VA S     -   0.99994609  x   0.99994672  =   0.99989281
 GW2611!UTM  17      -   0.99994609  x   0.99972688  =   0.99967298
 GW2611
 GW2611                          SUPERSEDED SURVEY CONTROL
 GW2611
 GW2611  NAD 83(1993)-  37 16 27.45794(N)    079 51 18.95016(W) AD(       ) 1
 GW2611  ELLIP H (11/14/94)  343.63   (m)                       GP(       ) 4 2
 GW2611  NAD 83(1986)-  37 16 27.46053(N)    079 51 18.96430(W) AD(       ) 1
 GW2611  NGVD 29 (07/01/93)  376.2    (m)         1234.     (f) GPS OBS        
 GW2611
 GW2611.Superseded values are not recommended for survey control.
 GW2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2611.See file dsdata.txt to determine how the superseded data were derived.
 GW2611
 GW2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0148925915(NAD 83)
 GW2611_MARKER: DD = SURVEY DISK
 GW2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2611_SP_SET: CONCRETE POST
 GW2611_STAMPING: 039
 GW2611_MARK LOGO: VA-019
 GW2611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2611+STABILITY: SURFACE MOTION
 GW2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2611+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2611
 GW2611  HISTORY     - Date     Condition        Report By
 GW2611  HISTORY     - 1992     MONUMENTED       MSI
 GW2611
 GW2611                          STATION DESCRIPTION
 GW2611
 GW2611'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2611'THE STATION IS LOCATED IN ROANOKE COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2611'MI (4.0 KM) EAST OF VINTON AND 3.5 MI (5.6 KM) WEST OF STEWARTSVILLE
 GW2611'ON THE EAST SIDE OF THE BLUE RIDGE PARKWAY.
 GW2611'TO REACH THE STATION FROM THE ENTRANCE ROAD FROM U.S. 460 WEST,
 GW2611'PROCEED SOUTH 7.5 MI (12.1 KM) ALONG THE BLUE RIDGE PARKWAY TO THE
 GW2611'STATION ON THE LEFT, JUST NORTHEAST OF MILEPOST NUMBER 113 IN THE
 GW2611'ROANOKE BASIN OVERLOOK.
 GW2611'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK APPROXIMATLY
 GW2611'FLUSH WITH THE GROUND SURFACE, STAMPED 039.  THE DISK IS LOCATED
 GW2611'45.8 FT (14.0 M) EAST OF THE CENTERLINE OF THE BLUE RIDGE PARKWAY,
 GW2611'66.1 FT (20.1 M) WEST OF A CONCRETE POST, AND 134.7 FT (41.1 M) NORTH
 GW2611'OF THE STOP SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2612 ***********************************************************************
 GW2612  DESIGNATION -  BEDFORD 040
 GW2612  PID         -  GW2612
 GW2612  STATE/COUNTY-  VA/BEDFORD
 GW2612  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2612
 GW2612                         *CURRENT SURVEY CONTROL
 GW2612  ___________________________________________________________________
 GW2612* NAD 83(1993)-  37 17 41.80180(N)    079 49 26.03606(W)     ADJUSTED  
 GW2612* NAVD 88     -       484.4    (meters)    1589.     (feet)  VERTCON   
 GW2612  ___________________________________________________________________
 GW2612  X           -     897,608.510 (meters)                     COMP
 GW2612  Y           -  -5,000,665.436 (meters)                     COMP
 GW2612  Z           -   3,843,758.004 (meters)                     COMP
 GW2612  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GW2612  ELLIP HEIGHT-         451.94  (meters)          (05/17/02) GPS OBS
 GW2612  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2612
 GW2612  HORZ ORDER  -  FIRST
 GW2612  ELLP ORDER  -  FOURTH    CLASS II
 GW2612
 GW2612.The horizontal coordinates were established by GPS observations
 GW2612.and adjusted by the National Geodetic Survey in September 1995..
 GW2612
 GW2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2612
 GW2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2612
 GW2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2612
 GW2612.The ellipsoidal height was determined by GPS observations
 GW2612.and is referenced to NAD 83.
 GW2612
 GW2612.The geoid height was determined by GEOID03.
 GW2612
 GW2612;                    North         East     Units Scale Factor Converg.
 GW2612;SPC VA S     - 1,107,537.447 3,382,624.440   MT  0.99994620   -0 48 12.6
 GW2612;SPC VA S     - 3,633,645.77 11,097,827.02   sFT  0.99994620   -0 48 12.6
 GW2612;UTM  17      - 4,128,240.694   604,241.234   MT  0.99973385   +0 42 45.7
 GW2612
 GW2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2612!SPC VA S     -   0.99992908  x   0.99994620  =   0.99987529
 GW2612!UTM  17      -   0.99992908  x   0.99973385  =   0.99966295
 GW2612
 GW2612                          SUPERSEDED SURVEY CONTROL
 GW2612
 GW2612  ELLIP H (09/08/95)  452.01   (m)                       GP(       ) 4 2
 GW2612  NAD 83(1993)-  37 17 41.80205(N)    079 49 26.03602(W) AD(       ) 1
 GW2612  ELLIP H (11/14/94)  452.01   (m)                       GP(       ) 4 2
 GW2612  NAD 83(1986)-  37 17 41.80436(N)    079 49 26.05119(W) AD(       ) 1
 GW2612  NGVD 29 (07/01/93)  484.6    (m)         1590.     (f) GPS OBS        
 GW2612
 GW2612.Superseded values are not recommended for survey control.
 GW2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2612.See file dsdata.txt to determine how the superseded data were derived.
 GW2612
 GW2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0424128241(NAD 83)
 GW2612_MARKER: DD = SURVEY DISK
 GW2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2612_SP_SET: CONCRETE POST
 GW2612_STAMPING: 040
 GW2612_MARK LOGO: VA-019
 GW2612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2612+STABILITY: SURFACE MOTION
 GW2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2612+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2612
 GW2612  HISTORY     - Date     Condition        Report By
 GW2612  HISTORY     - 1992     MONUMENTED       MSI
 GW2612
 GW2612                          STATION DESCRIPTION
 GW2612
 GW2612'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2612'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2612'MI (4.0 KM) NORTHWEST OF STEWARTSVILLE, AND APPROXIMATELY 4 MI
 GW2612'(6.4 KM) EAST OF VINTON ON THE NORTH SIDE OF S.R. 1040.
 GW2612'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 635
 GW2612'NORTH (WESTERN ENTRANCE) PROCEED NORTH 1.7 MI (2.7 KM) ALONG S.R. 635
 GW2612'TO THE INTERSECTION WITH S.R. 1040.  TURN LEFT AND GO WEST
 GW2612'APPROXIMATELY 150 FT (45.7 M) ALONG S.R. 1040 TO THE STATION ON THE
 GW2612'RIGHT ON GRASS SHOULDER NEAR POWER LINE CROSSING.
 GW2612'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2612'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2612'STAMPED 040.  THE DISK IS LOCATED 15.0 FT (4.6 M) NORTHEAST OF THE
 GW2612'CENTERLINE OF S.R. 1040, 145 FT (44.2 M) NORTHWEST OF A STOP SIGN,
 GW2612'AND 57.5 FT (17.5 M) SOUTHEAST OF THE NORTHERN END OF CULVERT THAT
 GW2612'CROSSES S.R. 1040.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2613 ***********************************************************************
 GW2613  DESIGNATION -  BEDFORD 041
 GW2613  PID         -  GW2613
 GW2613  STATE/COUNTY-  VA/ROANOKE
 GW2613  USGS QUAD   -  HARDY (1984)
 GW2613
 GW2613                         *CURRENT SURVEY CONTROL
 GW2613  ___________________________________________________________________
 GW2613* NAD 83(1993)-  37 14 24.94979(N)    079 51 34.49107(W)     ADJUSTED  
 GW2613* NAVD 88     -       308.7    (meters)    1013.     (feet)  VERTCON   
 GW2613  ___________________________________________________________________
 GW2613  X           -     895,116.503 (meters)                     COMP
 GW2613  Y           -  -5,004,703.482 (meters)                     COMP
 GW2613  Z           -   3,838,821.838 (meters)                     COMP
 GW2613  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GW2613  ELLIP HEIGHT-         276.30  (meters)          (05/17/02) GPS OBS
 GW2613  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2613
 GW2613  HORZ ORDER  -  FIRST
 GW2613  ELLP ORDER  -  FOURTH    CLASS II
 GW2613
 GW2613.The horizontal coordinates were established by GPS observations
 GW2613.and adjusted by the National Geodetic Survey in September 1995..
 GW2613
 GW2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2613
 GW2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2613
 GW2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2613
 GW2613.The ellipsoidal height was determined by GPS observations
 GW2613.and is referenced to NAD 83.
 GW2613
 GW2613.The geoid height was determined by GEOID03.
 GW2613
 GW2613;                    North         East     Units Scale Factor Converg.
 GW2613;SPC VA S     - 1,101,514.705 3,379,373.738   MT  0.99994785   -0 49 30.6
 GW2613;SPC VA S     - 3,613,886.16 11,087,162.01   sFT  0.99994785   -0 49 30.6
 GW2613;UTM  17      - 4,122,135.397   601,151.654   MT  0.99972604   +0 41 24.7
 GW2613
 GW2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2613!SPC VA S     -   0.99995664  x   0.99994785  =   0.99990450
 GW2613!UTM  17      -   0.99995664  x   0.99972604  =   0.99968269
 GW2613
 GW2613                          SUPERSEDED SURVEY CONTROL
 GW2613
 GW2613  ELLIP H (09/08/95)  276.37   (m)                       GP(       ) 4 2
 GW2613  NAD 83(1993)-  37 14 24.95027(N)    079 51 34.49095(W) AD(       ) 1
 GW2613  NAD 83(1986)-  37 14 24.95295(N)    079 51 34.50484(W) AD(       ) 1
 GW2613  NGVD 29 (07/01/93)  308.9    (m)         1013.     (f) GPS OBS        
 GW2613
 GW2613.Superseded values are not recommended for survey control.
 GW2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2613.See file dsdata.txt to determine how the superseded data were derived.
 GW2613
 GW2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0115222135(NAD 83)
 GW2613_MARKER: DD = SURVEY DISK
 GW2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2613_SP_SET: CONCRETE POST
 GW2613_STAMPING: 041
 GW2613_MARK LOGO: VA-019
 GW2613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2613+STABILITY: SURFACE MOTION
 GW2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2613+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2613
 GW2613  HISTORY     - Date     Condition        Report By
 GW2613  HISTORY     - 1992     MONUMENTED       MSI
 GW2613
 GW2613                          STATION DESCRIPTION
 GW2613
 GW2613'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2613'THE STATION IS LOCATED IN ROANOKE COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2613'MI (5.6 KM) SOUTHEAST OF VINTON ON THE NORTH SIDE OF S.R. 618
 GW2613'(HIGHLAND ROAD).
 GW2613'TO REACH THE STATION FROM S.R. 618 UNDERNEATH THE BLUE RIDGE PARKWAY
 GW2613'OVERPASS PROCEED SOUTHEAST 0.9 MI (1.4 KM) ALONG S.R. 618 TO THE
 GW2613'STATION ON THE LEFT BETWEEN THE DRIVEWAYS FOR HOUSES NO.3768 AND
 GW2613'3770.
 GW2613'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2613'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2613'STAMPED 041. THE DISK IS LOCATED 16.8 FT (5.1 M) NORTH OF THE
 GW2613'CENTERLINE OF S.R. 618, 16.0 FT (4.9 M) WEST OF THE CENTERLINE OF
 GW2613'GRAVEL DRIVEWAY LEADING TO HOUSE NO. 3770, AND 5.3 FT (1.6 M) SOUTH
 GW2613'OF THE POWER POLE NO. 304-41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2614 ***********************************************************************
 GW2614  DESIGNATION -  BEDFORD 042
 GW2614  PID         -  GW2614
 GW2614  STATE/COUNTY-  VA/BEDFORD
 GW2614  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2614
 GW2614                         *CURRENT SURVEY CONTROL
 GW2614  ___________________________________________________________________
 GW2614* NAD 83(1993)-  37 15 31.22907(N)    079 49 57.55334(W)     ADJUSTED  
 GW2614* NAVD 88     -       284.1    (meters)     932.     (feet)  VERTCON   
 GW2614  ___________________________________________________________________
 GW2614  X           -     897,246.666 (meters)                     COMP
 GW2614  Y           -  -5,003,045.578 (meters)                     COMP
 GW2614  Z           -   3,840,433.486 (meters)                     COMP
 GW2614  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 GW2614  ELLIP HEIGHT-         251.70  (meters)          (05/17/02) GPS OBS
 GW2614  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2614
 GW2614  HORZ ORDER  -  FIRST
 GW2614  ELLP ORDER  -  FOURTH    CLASS II
 GW2614
 GW2614.The horizontal coordinates were established by GPS observations
 GW2614.and adjusted by the National Geodetic Survey in September 1995..
 GW2614
 GW2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2614
 GW2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2614
 GW2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2614
 GW2614.The ellipsoidal height was determined by GPS observations
 GW2614.and is referenced to NAD 83.
 GW2614
 GW2614.The geoid height was determined by GEOID03.
 GW2614
 GW2614;                    North         East     Units Scale Factor Converg.
 GW2614;SPC VA S     - 1,103,523.614 3,381,791.480   MT  0.99994720   -0 48 31.8
 GW2614;SPC VA S     - 3,620,477.06 11,095,094.21   sFT  0.99994720   -0 48 31.8
 GW2614;UTM  17      - 4,124,207.093   603,514.904   MT  0.99973199   +0 42 24.4
 GW2614
 GW2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2614!SPC VA S     -   0.99996050  x   0.99994720  =   0.99990771
 GW2614!UTM  17      -   0.99996050  x   0.99973199  =   0.99969250
 GW2614
 GW2614                          SUPERSEDED SURVEY CONTROL
 GW2614
 GW2614  ELLIP H (09/08/95)  251.77   (m)                       GP(       ) 4 2
 GW2614  NAD 83(1993)-  37 15 31.22927(N)    079 49 57.55331(W) AD(       ) 1
 GW2614  ELLIP H (11/14/94)  251.77   (m)                       GP(       ) 4 2
 GW2614  NAD 83(1986)-  37 15 31.23212(N)    079 49 57.56714(W) AD(       ) 1
 GW2614  NGVD 29 (07/01/93)  284.3    (m)          933.     (f) GPS OBS        
 GW2614
 GW2614.Superseded values are not recommended for survey control.
 GW2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2614.See file dsdata.txt to determine how the superseded data were derived.
 GW2614
 GW2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0351524207(NAD 83)
 GW2614_MARKER: DD = SURVEY DISK
 GW2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2614_SP_SET: CONCRETE POST
 GW2614_STAMPING: 042
 GW2614_MARK LOGO: VA-019
 GW2614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2614+STABILITY: SURFACE MOTION
 GW2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2614+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2614
 GW2614  HISTORY     - Date     Condition        Report By
 GW2614  HISTORY     - 1992     MONUMENTED       MSI
 GW2614
 GW2614                          STATION DESCRIPTION
 GW2614
 GW2614'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2614'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2614'MI (4.0 KM) SOUTHWEST OF STEWARTSVILLE AND APPROXIMATELY 4 MI
 GW2614'(6.4 KM) SOUTHEAST OF VINTON ON THE NORTH SIDE OF S.R. 619.
 GW2614'TO REACH THE STATION FROM S.R. 634 UNDERNEATH THE BLUE RIDGE PARKWAY
 GW2614'OVERPASS PROCEED EAST 1.4 MI (2.3 KM) ALONG S.R. 634 TO THE
 GW2614'INTESECTION WITH S.R. 619.  TURN LEFT AND GO EAST APPROXIMATELY 150
 GW2614'FT (45.7 M) ALONG S.R. 619 TO THE STATION ON THE LEFT.
 GW2614'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK IN CONCRETE
 GW2614'APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 042. THE
 GW2614'MONUMENT IS LOCATED 15.5 FT (4.7 M) NORTH OF THE CENTERLINE OF S.R.
 GW2614'619, 69.0 FT (21.0 M) WEST OF THE CENTERLINE OF GRAVEL DRIVEWAY
 GW2614'LEADING NORTH FROM S.R. 619, AND 41.8 FT (12.7 M) WEST OF A BRICK
 GW2614'LIGHT POST WHICH IS ON THE WESTERN SIDE OF THE SAME DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2615 ***********************************************************************
 GW2615  DESIGNATION -  BEDFORD 043
 GW2615  PID         -  GW2615
 GW2615  STATE/COUNTY-  VA/BEDFORD
 GW2615  USGS QUAD   -  HARDY (1984)
 GW2615
 GW2615                         *CURRENT SURVEY CONTROL
 GW2615  ___________________________________________________________________
 GW2615* NAD 83(1993)-  37 14 12.36056(N)    079 50 12.17626(W)     ADJUSTED  
 GW2615* NAVD 88     -       307.2    (meters)    1008.     (feet)  VERTCON   
 GW2615  ___________________________________________________________________
 GW2615  X           -     897,154.908 (meters)                     COMP
 GW2615  Y           -  -5,004,575.872 (meters)                     COMP
 GW2615  Z           -   3,838,511.937 (meters)                     COMP
 GW2615  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GW2615  ELLIP HEIGHT-         274.80  (meters)          (05/17/02) GPS OBS
 GW2615  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW2615
 GW2615  HORZ ORDER  -  FIRST
 GW2615  ELLP ORDER  -  FOURTH    CLASS II
 GW2615
 GW2615.The horizontal coordinates were established by GPS observations
 GW2615.and adjusted by the National Geodetic Survey in September 1995..
 GW2615
 GW2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2615
 GW2615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2615
 GW2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2615
 GW2615.The ellipsoidal height was determined by GPS observations
 GW2615.and is referenced to NAD 83.
 GW2615
 GW2615.The geoid height was determined by GEOID03.
 GW2615
 GW2615;                    North         East     Units Scale Factor Converg.
 GW2615;SPC VA S     - 1,101,097.688 3,381,396.781   MT  0.99994799   -0 48 40.6
 GW2615;SPC VA S     - 3,612,518.00 11,093,799.27   sFT  0.99994799   -0 48 40.6
 GW2615;UTM  17      - 4,121,772.103   603,184.570   MT  0.99973115   +0 42 14.3
 GW2615
 GW2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2615!SPC VA S     -   0.99995688  x   0.99994799  =   0.99990487
 GW2615!UTM  17      -   0.99995688  x   0.99973115  =   0.99968804
 GW2615
 GW2615                          SUPERSEDED SURVEY CONTROL
 GW2615
 GW2615  ELLIP H (09/08/95)  274.87   (m)                       GP(       ) 4 2
 GW2615  NAD 83(1993)-  37 14 12.36093(N)    079 50 12.17611(W) AD(       ) 1
 GW2615  NAD 83(1986)-  37 14 12.36394(N)    079 50 12.18990(W) AD(       ) 1
 GW2615  NGVD 29 (07/01/93)  307.4    (m)         1009.     (f) GPS OBS        
 GW2615
 GW2615.Superseded values are not recommended for survey control.
 GW2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2615.See file dsdata.txt to determine how the superseded data were derived.
 GW2615
 GW2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0318521772(NAD 83)
 GW2615_MARKER: DD = SURVEY DISK
 GW2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2615_SP_SET: CONCRETE POST
 GW2615_STAMPING: 043
 GW2615_MARK LOGO: VA-019
 GW2615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2615+STABILITY: SURFACE MOTION
 GW2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2615+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2615
 GW2615  HISTORY     - Date     Condition        Report By
 GW2615  HISTORY     - 1992     MONUMENTED       MSI
 GW2615
 GW2615                          STATION DESCRIPTION
 GW2615
 GW2615'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2615'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2615'(4.8 KM) SOUTHWEST OF STEWARTSVILLE, APPROXIMATELY 1.5 MI (2.4 KM)
 GW2615'NORTHWEST OF HARDY AND APPROXIMATELY 4 MI (6.4 KM) SOUTHEAST OF VINTON
 GW2615'ON THE WEST SIDE OF S.R. 633.
 GW2615'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 634 AND S.R. 633,
 GW2615'PROCEED SOUTHWEST 1.1 MI (1.8 KM) ALONG S.R. 633 TO THE STATION ON
 GW2615'THE RIGHT IN THE GRASS SHOULDER.
 GW2615'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2615'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2615'STAMPED 043.  THE DISK IS LOCATED 15.5 FT (4.7 M) WEST OF THE
 GW2615'CENTERLINE OF S.R. 633, 29.5 FT (9.0 M) NORTHWEST OF A TELEPHONE BOX,
 GW2615'AND 54.0 FT (16.5 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY
 GW2615'LEADING WEST FROM S.R. 633.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2616 ***********************************************************************
 GW2616  DESIGNATION -  BEDFORD 044
 GW2616  PID         -  GW2616
 GW2616  STATE/COUNTY-  VA/FRANKLIN
 GW2616  USGS QUAD   -  HARDY (1984)
 GW2616
 GW2616                         *CURRENT SURVEY CONTROL
 GW2616  ___________________________________________________________________
 GW2616* NAD 83(1993)-  37 12 53.09427(N)    079 50 39.90408(W)     ADJUSTED  
 GW2616* NAVD 88     -       318.2    (meters)    1044.     (feet)  VERTCON   
 GW2616  ___________________________________________________________________
 GW2616  X           -     896,744.358 (meters)                     COMP
 GW2616  Y           -  -5,006,160.263 (meters)                     COMP
 GW2616  Z           -   3,836,572.740 (meters)                     COMP
 GW2616  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GW2616  ELLIP HEIGHT-         285.81  (meters)          (05/17/02) GPS OBS
 GW2616  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2616
 GW2616  HORZ ORDER  -  FIRST
 GW2616  ELLP ORDER  -  FOURTH    CLASS II
 GW2616
 GW2616.The horizontal coordinates were established by GPS observations
 GW2616.and adjusted by the National Geodetic Survey in September 1995..
 GW2616
 GW2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2616
 GW2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2616
 GW2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2616
 GW2616.The ellipsoidal height was determined by GPS observations
 GW2616.and is referenced to NAD 83.
 GW2616
 GW2616.The geoid height was determined by GEOID03.
 GW2616
 GW2616;                    North         East     Units Scale Factor Converg.
 GW2616;SPC VA S     - 1,098,664.121 3,380,678.636   MT  0.99994894   -0 48 57.5
 GW2616;SPC VA S     - 3,604,533.87 11,091,443.16   sFT  0.99994894   -0 48 57.5
 GW2616;UTM  17      - 4,119,320.934   602,531.164   MT  0.99972950   +0 41 56.3
 GW2616
 GW2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2616!SPC VA S     -   0.99995515  x   0.99994894  =   0.99990409
 GW2616!UTM  17      -   0.99995515  x   0.99972950  =   0.99968466
 GW2616
 GW2616                          SUPERSEDED SURVEY CONTROL
 GW2616
 GW2616  ELLIP H (09/08/95)  285.88   (m)                       GP(       ) 4 2
 GW2616  NAD 83(1986)-  37 12 53.09756(N)    079 50 39.91771(W) AD(       ) 1
 GW2616  NGVD 29 (07/01/93)  318.4    (m)         1045.     (f) GPS OBS        
 GW2616
 GW2616.Superseded values are not recommended for survey control.
 GW2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2616.See file dsdata.txt to determine how the superseded data were derived.
 GW2616
 GW2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0253119321(NAD 83)
 GW2616_MARKER: DD = SURVEY DISK
 GW2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2616_SP_SET: CONCRETE POST
 GW2616_STAMPING: 044
 GW2616_MARK LOGO: VA-019
 GW2616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2616+STABILITY: SURFACE MOTION
 GW2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2616+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2616
 GW2616  HISTORY     - Date     Condition        Report By
 GW2616  HISTORY     - 1992     MONUMENTED       MSI
 GW2616
 GW2616                          STATION DESCRIPTION
 GW2616
 GW2616'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2616'THE STATION IS LOCATED IN FRANKLIN COUNTY, VIRGINIA, APPROXIMATELY 2
 GW2616'MI (3.2 KM) SOUTHWEST OF HARDY AND APPROXIMATELY 5 MI (8.0 KM)
 GW2616'SOUTHEAST OF VINTON ON THE NORTH SIDE OF S.R. 681.
 GW2616'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 681 AND S.R. 617,
 GW2616'PROCEED EAST 0.5 MI (0.8 KM) ALONG S.R. 681 TO THE STATION ON THE
 GW2616'LEFT IN THE GRASS BANK AND ACROSS THE ROAD FROM HOUSE NUMBER 420.
 GW2616'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2616'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2616'STAMPED 044.  THE DISK IS LOCATED 19.0 FT (5.8 M) NORTH OF THE
 GW2616'CENTERLINE OF S.R. 681, 57.0 FT (17.4 M) NORTH OF POWER POLE PED 4,
 GW2616'AND 103.2 FT (31.5 M) WEST OF CENTERLINE OF A GRAVEL DRIVEWAY WHICH
 GW2616'LEADS NORTH FROM S.R. 681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2617 ***********************************************************************
 GW2617  DESIGNATION -  BEDFORD 045
 GW2617  PID         -  GW2617
 GW2617  STATE/COUNTY-  VA/BEDFORD
 GW2617  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2617
 GW2617                         *CURRENT SURVEY CONTROL
 GW2617  ___________________________________________________________________
 GW2617* NAD 83(1993)-  37 18 03.50311(N)    079 45 27.16969(W)     ADJUSTED  
 GW2617* NAVD 88     -       300.4    (meters)     986.     (feet)  VERTCON   
 GW2617  ___________________________________________________________________
 GW2617  X           -     903,300.862 (meters)                     COMP
 GW2617  Y           -  -4,999,079.693 (meters)                     COMP
 GW2617  Z           -   3,844,178.814 (meters)                     COMP
 GW2617  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 GW2617  ELLIP HEIGHT-         268.06  (meters)          (05/17/02) GPS OBS
 GW2617  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2617
 GW2617  HORZ ORDER  -  FIRST
 GW2617  ELLP ORDER  -  FOURTH    CLASS II
 GW2617
 GW2617.The horizontal coordinates were established by GPS observations
 GW2617.and adjusted by the National Geodetic Survey in September 1995..
 GW2617
 GW2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2617
 GW2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2617
 GW2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2617
 GW2617.The ellipsoidal height was determined by GPS observations
 GW2617.and is referenced to NAD 83.
 GW2617
 GW2617.The geoid height was determined by GEOID03.
 GW2617
 GW2617;                    North         East     Units Scale Factor Converg.
 GW2617;SPC VA S     - 1,108,125.943 3,388,515.676   MT  0.99994607   -0 45 47.7
 GW2617;SPC VA S     - 3,635,576.53 11,117,155.18   sFT  0.99994607   -0 45 47.7
 GW2617;UTM  17      - 4,128,984.714   610,113.634   MT  0.99974936   +0 45 10.8
 GW2617
 GW2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2617!SPC VA S     -   0.99995794  x   0.99994607  =   0.99990401
 GW2617!UTM  17      -   0.99995794  x   0.99974936  =   0.99970731
 GW2617
 GW2617                          SUPERSEDED SURVEY CONTROL
 GW2617
 GW2617  ELLIP H (09/08/95)  268.13   (m)                       GP(       ) 4 2
 GW2617  NAD 83(1993)-  37 18 03.50315(N)    079 45 27.16972(W) AD(       ) 1
 GW2617  ELLIP H (11/14/94)  268.12   (m)                       GP(       ) 4 2
 GW2617  NAD 83(1986)-  37 18 03.50618(N)    079 45 27.18289(W) AD(       ) 1
 GW2617  NGVD 29 (07/01/93)  300.6    (m)          986.     (f) GPS OBS        
 GW2617
 GW2617.Superseded values are not recommended for survey control.
 GW2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2617.See file dsdata.txt to determine how the superseded data were derived.
 GW2617
 GW2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1011428985(NAD 83)
 GW2617_MARKER: DD = SURVEY DISK
 GW2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2617_SP_SET: CONCRETE POST
 GW2617_STAMPING: 045
 GW2617_MARK LOGO: VA-019
 GW2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2617+STABILITY: SURFACE MOTION
 GW2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2617+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2617
 GW2617  HISTORY     - Date     Condition        Report By
 GW2617  HISTORY     - 1992     MONUMENTED       MSI
 GW2617
 GW2617                          STATION DESCRIPTION
 GW2617
 GW2617'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2617'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2617'(4.8 KM) NORTHEAST OF STEWARTSVILLE AND APPROXIMATELY 8 MI (12.9 KM)
 GW2617'EAST OF VINTON ON THE EAST SIDE OF S.R. 1320 (MOUNTAIN MEADOW ROAD).
 GW2617'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 619,
 GW2617'PROCEED NORTHEAST 3.0 MI (4.8 KM) ALONG S.R. 619 TO THE INTERSECTION
 GW2617'WITH S.R. 1320 (MOUNTAIN MEADOW ROAD).  TURN LEFT AND GO NORTH 0.2 MI
 GW2617'(0.3 KM) ALONG S.R.1320 (MOUNTAIN MEADOW ROAD) TO THE STATION ON THE
 GW2617'RIGHT UNDERNEATH THE POWER TRANSMISSION LINE.
 GW2617'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2617'OF A CONCRETE MONUMENT APPROXIMATLEY FLUSH WITH THE GROUND SURFACE,
 GW2617'STAMPED 045.  THE DISK IS LOCATED 15.5 FT (4.7 M) EAST OF THE
 GW2617'CENTERLINE OF S.R. 1600, 187 FT (57.0 M) NORTH OF THE CORNER
 GW2617'FENCEPOST, AND 22 FT (6.7 M) SOUTH OF THE EASTERN END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2618 ***********************************************************************
 GW2618  DESIGNATION -  BEDFORD 046
 GW2618  PID         -  GW2618
 GW2618  STATE/COUNTY-  VA/BEDFORD
 GW2618  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2618
 GW2618                         *CURRENT SURVEY CONTROL
 GW2618  ___________________________________________________________________
 GW2618* NAD 83(1993)-  37 17 30.77491(N)    079 46 30.89296(W)     ADJUSTED  
 GW2618* NAVD 88     -       344.8    (meters)    1131.     (feet)  VERTCON   
 GW2618  ___________________________________________________________________
 GW2618  X           -     901,871.204 (meters)                     COMP
 GW2618  Y           -  -4,999,994.954 (meters)                     COMP
 GW2618  Z           -   3,843,403.025 (meters)                     COMP
 GW2618  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GW2618  ELLIP HEIGHT-         312.44  (meters)          (05/17/02) GPS OBS
 GW2618  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2618
 GW2618  HORZ ORDER  -  FIRST
 GW2618  ELLP ORDER  -  FOURTH    CLASS II
 GW2618
 GW2618.The horizontal coordinates were established by GPS observations
 GW2618.and adjusted by the National Geodetic Survey in September 1995..
 GW2618
 GW2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2618
 GW2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2618
 GW2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2618
 GW2618.The ellipsoidal height was determined by GPS observations
 GW2618.and is referenced to NAD 83.
 GW2618
 GW2618.The geoid height was determined by GEOID03.
 GW2618
 GW2618;                    North         East     Units Scale Factor Converg.
 GW2618;SPC VA S     - 1,107,138.174 3,386,932.918   MT  0.99994627   -0 46 26.3
 GW2618;SPC VA S     - 3,632,335.83 11,111,962.42   sFT  0.99994627   -0 46 26.3
 GW2618;UTM  17      - 4,127,955.616   608,557.874   MT  0.99974517   +0 44 31.6
 GW2618
 GW2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2618!SPC VA S     -   0.99995097  x   0.99994627  =   0.99989724
 GW2618!UTM  17      -   0.99995097  x   0.99974517  =   0.99969615
 GW2618
 GW2618                          SUPERSEDED SURVEY CONTROL
 GW2618
 GW2618  ELLIP H (09/08/95)  312.51   (m)                       GP(       ) 4 2
 GW2618  NAD 83(1993)-  37 17 30.77495(N)    079 46 30.89298(W) AD(       ) 1
 GW2618  ELLIP H (11/14/94)  312.51   (m)                       GP(       ) 4 2
 GW2618  NAD 83(1986)-  37 17 30.77806(N)    079 46 30.90644(W) AD(       ) 1
 GW2618  NGVD 29 (07/01/93)  345.0    (m)         1132.     (f) GPS OBS        
 GW2618
 GW2618.Superseded values are not recommended for survey control.
 GW2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2618.See file dsdata.txt to determine how the superseded data were derived.
 GW2618
 GW2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0855827956(NAD 83)
 GW2618_MARKER: DD = SURVEY DISK
 GW2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2618_SP_SET: CONCRETE POST
 GW2618_STAMPING: 046
 GW2618_MARK LOGO: VA-019
 GW2618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2618+STABILITY: SURFACE MOTION
 GW2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2618+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2618
 GW2618  HISTORY     - Date     Condition        Report By
 GW2618  HISTORY     - 1992     MONUMENTED       MSI
 GW2618
 GW2618                          STATION DESCRIPTION
 GW2618
 GW2618'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2618'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2618'(3.2 KM) NORTHEAST OF STEWARTSVILLE ON THE SOUTH SIDE OF S.R. 619.
 GW2618'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 619,
 GW2618'PROCEED NORTHEAST 1.9 MI (3.1 KM) ALONG S.R. 619 TO THE INTERSECTION
 GW2618'WITH S.R. 635 NORTH.  CONTINUE EAST APPROXIMATELY 200 FT (61.0 M)
 GW2618'ALONG S.R.619 TO THE STATION ON THE RIGHT IN THE GRASS SHOULDER.
 GW2618'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2618'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2618'STAMPED 046. THE DISK IS LOCATED 18.3 FT (5.6 M) SOUTH OF THE
 GW2618'CENTERLINE OF S.R. 619, 196 FT (59.7 M) WEST OF A POWER POLE, AND 75
 GW2618'FT (22.9 M) EAST OF THE EASTERN EDGE OF A DRIVEWAY WHICH LEADS SOUTH
 GW2618'FROM S.R. 619.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2619 ***********************************************************************
 GW2619  DESIGNATION -  BEDFORD 047
 GW2619  PID         -  GW2619
 GW2619  STATE/COUNTY-  VA/BEDFORD
 GW2619  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2619
 GW2619                         *CURRENT SURVEY CONTROL
 GW2619  ___________________________________________________________________
 GW2619* NAD 83(1993)-  37 16 16.38377(N)    079 47 26.33756(W)     ADJUSTED  
 GW2619* NAVD 88     -       336.0    (meters)    1102.     (feet)  VERTCON   
 GW2619  ___________________________________________________________________
 GW2619  X           -     900,772.150 (meters)                     COMP
 GW2619  Y           -  -5,001,597.534 (meters)                     COMP
 GW2619  Z           -   3,841,572.828 (meters)                     COMP
 GW2619  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GW2619  ELLIP HEIGHT-         303.62  (meters)          (05/17/02) GPS OBS
 GW2619  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2619
 GW2619  HORZ ORDER  -  FIRST
 GW2619  ELLP ORDER  -  FOURTH    CLASS II
 GW2619
 GW2619.The horizontal coordinates were established by GPS observations
 GW2619.and adjusted by the National Geodetic Survey in September 1995..
 GW2619
 GW2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2619
 GW2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2619
 GW2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2619
 GW2619.The ellipsoidal height was determined by GPS observations
 GW2619.and is referenced to NAD 83.
 GW2619
 GW2619.The geoid height was determined by GEOID03.
 GW2619
 GW2619;                    North         East     Units Scale Factor Converg.
 GW2619;SPC VA S     - 1,104,863.694 3,385,536.130   MT  0.99994681   -0 46 60.0
 GW2619;SPC VA S     - 3,624,873.64 11,107,379.79   sFT  0.99994681   -0 46 60.0
 GW2619;UTM  17      - 4,125,645.450   607,222.018   MT  0.99974162   +0 43 56.8
 GW2619
 GW2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2619!SPC VA S     -   0.99995236  x   0.99994681  =   0.99989917
 GW2619!UTM  17      -   0.99995236  x   0.99974162  =   0.99969399
 GW2619
 GW2619                          SUPERSEDED SURVEY CONTROL
 GW2619
 GW2619  ELLIP H (09/08/95)  303.69   (m)                       GP(       ) 4 2
 GW2619  NAD 83(1993)-  37 16 16.38380(N)    079 47 26.33759(W) AD(       ) 1
 GW2619  ELLIP H (11/14/94)  303.69   (m)                       GP(       ) 4 2
 GW2619  NAD 83(1986)-  37 16 16.38704(N)    079 47 26.35100(W) AD(       ) 1
 GW2619  NGVD 29 (07/01/93)  336.2    (m)         1103.     (f) GPS OBS        
 GW2619
 GW2619.Superseded values are not recommended for survey control.
 GW2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2619.See file dsdata.txt to determine how the superseded data were derived.
 GW2619
 GW2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0722225645(NAD 83)
 GW2619_MARKER: DD = SURVEY DISK
 GW2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2619_SP_SET: CONCRETE POST
 GW2619_STAMPING: 047
 GW2619_MARK LOGO: VA-019
 GW2619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2619+STABILITY: SURFACE MOTION
 GW2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2619+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2619
 GW2619  HISTORY     - Date     Condition        Report By
 GW2619  HISTORY     - 1992     MONUMENTED       MSI
 GW2619
 GW2619                          STATION DESCRIPTION
 GW2619
 GW2619'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2619'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, IN THE TOWN OF
 GW2619'STEWARTSVILLE ON THE NORTH SIDE OF S.R. 791.
 GW2619'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 619,
 GW2619'PROCEED NORTH 0.1 MI (0.2 KM) ALONG S.R. 619 TO THE INTERSECTION WITH
 GW2619'S.R. 791.  TURN RIGHT AND GO EAST APPROXIMATELY 800 FT (243.8 M)
 GW2619'ALONG S.R. 791 TO THE STATION ON THE LEFT NEAR THE WEST ENTRANCE TO
 GW2619'THE ASPHALT PARKING LOT OF THE STEWARTSVILLE ELEMENTARY SCHOOL.
 GW2619'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2619'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2619'STAMPED 047. THE DISK IS LOCATED 40.0 FT (12.2 M) NORTH OF THE
 GW2619'CENTERLINE OF S.R. 791, 13.7 FT (4.2 M) NORTHEAST OF POWER POLE
 GW2619'3815C, AND 8.4 FT (2.6 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 GW2619'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2620 ***********************************************************************
 GW2620  DESIGNATION -  BEDFORD 048
 GW2620  PID         -  GW2620
 GW2620  STATE/COUNTY-  VA/BEDFORD
 GW2620  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2620
 GW2620                         *CURRENT SURVEY CONTROL
 GW2620  ___________________________________________________________________
 GW2620* NAD 83(1993)-  37 15 15.11017(N)    079 47 58.29158(W)     ADJUSTED  
 GW2620* NAVD 88     -       299.0    (meters)     981.     (feet)  VERTCON   
 GW2620  ___________________________________________________________________
 GW2620  X           -     900,194.643 (meters)                     COMP
 GW2620  Y           -  -5,002,833.728 (meters)                     COMP
 GW2620  Z           -   3,840,046.986 (meters)                     COMP
 GW2620  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GW2620  ELLIP HEIGHT-         266.62  (meters)          (05/17/02) GPS OBS
 GW2620  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW2620
 GW2620  HORZ ORDER  -  FIRST
 GW2620  ELLP ORDER  -  FOURTH    CLASS II
 GW2620
 GW2620.The horizontal coordinates were established by GPS observations
 GW2620.and adjusted by the National Geodetic Survey in September 1995..
 GW2620
 GW2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2620
 GW2620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2620
 GW2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2620
 GW2620.The ellipsoidal height was determined by GPS observations
 GW2620.and is referenced to NAD 83.
 GW2620
 GW2620.The geoid height was determined by GEOID03.
 GW2620
 GW2620;                    North         East     Units Scale Factor Converg.
 GW2620;SPC VA S     - 1,102,985.800 3,384,722.983   MT  0.99994735   -0 47 19.4
 GW2620;SPC VA S     - 3,618,712.58 11,104,711.99   sFT  0.99994735   -0 47 19.4
 GW2620;UTM  17      - 4,123,747.098   606,458.982   MT  0.99973961   +0 43 36.4
 GW2620
 GW2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2620!SPC VA S     -   0.99995816  x   0.99994735  =   0.99990551
 GW2620!UTM  17      -   0.99995816  x   0.99973961  =   0.99969778
 GW2620
 GW2620                          SUPERSEDED SURVEY CONTROL
 GW2620
 GW2620  ELLIP H (09/08/95)  266.69   (m)                       GP(       ) 4 2
 GW2620  NAD 83(1993)-  37 15 15.11019(N)    079 47 58.29161(W) AD(       ) 1
 GW2620  ELLIP H (11/14/94)  266.69   (m)                       GP(       ) 4 2
 GW2620  NAD 83(1986)-  37 15 15.11350(N)    079 47 58.30506(W) AD(       ) 1
 GW2620  NGVD 29 (07/01/93)  299.2    (m)          982.     (f) GPS OBS        
 GW2620
 GW2620.Superseded values are not recommended for survey control.
 GW2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2620.See file dsdata.txt to determine how the superseded data were derived.
 GW2620
 GW2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0645923747(NAD 83)
 GW2620_MARKER: DD = SURVEY DISK
 GW2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2620_SP_SET: CONCRETE POST
 GW2620_STAMPING: 048
 GW2620_MARK LOGO: VA-019
 GW2620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2620+STABILITY: SURFACE MOTION
 GW2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2620+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2620
 GW2620  HISTORY     - Date     Condition        Report By
 GW2620  HISTORY     - 1992     MONUMENTED       MSI
 GW2620
 GW2620                          STATION DESCRIPTION
 GW2620
 GW2620'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2620'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1 MI
 GW2620'(1.6 KM) SOUTH OF STEWARTSVILLE ON THE EAST SIDE OF S.R. 1600 (LAKE
 GW2620'HILL ROAD).
 GW2620'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 619,
 GW2620'PROCEED SOUTH 1.1 MI (1.8 KM) ALONG S.R. 619 TO THE INTERSECTION WITH
 GW2620'S.R. 1600 (LAKE HILL ROAD).  TURN LEFT AND GO SOUTH APPROXIMATELY 200
 GW2620'FT (61.0 M) ALONG S.R.1600 TO THE STATION ON THE LEFT NEAR THE GRAVEL
 GW2620'DRIVEWAY.
 GW2620'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2620'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2620'STAMPED 048. THE DISK IS LOCATED 31.0 FT (9.4 M) EAST OF THE
 GW2620'CENTERLINE OF S.R. 1600, 43.0 FT (13.1 M) WEST OF THE CORNER
 GW2620'FENCEPOST, AND 65.2 FT (19.9 M) SOUTH OF THE CENTERLINE OF THE GRAVEL
 GW2620'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2621 ***********************************************************************
 GW2621  DESIGNATION -  BEDFORD 049
 GW2621  PID         -  GW2621
 GW2621  STATE/COUNTY-  VA/BEDFORD
 GW2621  USGS QUAD   -  HARDY (1984)
 GW2621
 GW2621                         *CURRENT SURVEY CONTROL
 GW2621  ___________________________________________________________________
 GW2621* NAD 83(1993)-  37 13 55.50425(N)    079 48 14.07036(W)     ADJUSTED  
 GW2621* NAVD 88     -       310.5    (meters)    1019.     (feet)  VERTCON   
 GW2621  ___________________________________________________________________
 GW2621  X           -     900,076.478 (meters)                     COMP
 GW2621  Y           -  -5,004,373.418 (meters)                     COMP
 GW2621  Z           -   3,838,100.192 (meters)                     COMP
 GW2621  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GW2621  ELLIP HEIGHT-         278.11  (meters)          (05/17/02) GPS OBS
 GW2621  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW2621
 GW2621  HORZ ORDER  -  FIRST
 GW2621  ELLP ORDER  -  FOURTH    CLASS II
 GW2621
 GW2621.The horizontal coordinates were established by GPS observations
 GW2621.and adjusted by the National Geodetic Survey in September 1995..
 GW2621
 GW2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2621
 GW2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2621
 GW2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2621
 GW2621.The ellipsoidal height was determined by GPS observations
 GW2621.and is referenced to NAD 83.
 GW2621
 GW2621.The geoid height was determined by GEOID03.
 GW2621
 GW2621;                    North         East     Units Scale Factor Converg.
 GW2621;SPC VA S     - 1,100,537.401 3,384,300.311   MT  0.99994818   -0 47 28.9
 GW2621;SPC VA S     - 3,610,679.79 11,103,325.27   sFT  0.99994818   -0 47 28.9
 GW2621;UTM  17      - 4,121,288.891   606,101.279   MT  0.99973867   +0 43 25.5
 GW2621
 GW2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2621!SPC VA S     -   0.99995636  x   0.99994818  =   0.99990454
 GW2621!UTM  17      -   0.99995636  x   0.99973867  =   0.99969504
 GW2621
 GW2621:                Primary Azimuth Mark                     Grid Az
 GW2621:SPC VA S     -  BEDFORD 050                              193 13 54.3
 GW2621:UTM  17      -  BEDFORD 050                              191 42 59.9
 GW2621
 GW2621|---------------------------------------------------------------------|
 GW2621| PID    Reference Object                     Distance      Geod. Az  |
 GW2621|                                                           dddmmss.s |
 GW2621| GW2622 BEDFORD 050                         APPROX. 1.1 KM 1922625.4 |
 GW2621|---------------------------------------------------------------------|
 GW2621
 GW2621                          SUPERSEDED SURVEY CONTROL
 GW2621
 GW2621  ELLIP H (09/08/95)  278.18   (m)                       GP(       ) 4 2
 GW2621  NAD 83(1993)-  37 13 55.50421(N)    079 48 14.07037(W) AD(       ) 1
 GW2621  NAD 83(1986)-  37 13 55.50766(N)    079 48 14.08381(W) AD(       ) 1
 GW2621  NGVD 29 (07/01/93)  310.7    (m)         1019.     (f) GPS OBS        
 GW2621
 GW2621.Superseded values are not recommended for survey control.
 GW2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2621.See file dsdata.txt to determine how the superseded data were derived.
 GW2621
 GW2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0610121289(NAD 83)
 GW2621_MARKER: DD = SURVEY DISK
 GW2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2621_SP_SET: CONCRETE POST
 GW2621_STAMPING: 049
 GW2621_MARK LOGO: VA-019
 GW2621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2621+STABILITY: SURFACE MOTION
 GW2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2621+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2621
 GW2621  HISTORY     - Date     Condition        Report By
 GW2621  HISTORY     - 1992     MONUMENTED       MSI
 GW2621
 GW2621                          STATION DESCRIPTION
 GW2621
 GW2621'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2621'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2621'MI (4.0 KM) SOUTH OF STEWARTSVILLE AND APPROXIMATELY 0.5 MI (0.8 KM)
 GW2621'EAST OF HARDY ON THE NORTH SIDE OF S.R. 760.
 GW2621'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 634 AND S.R. 760,
 GW2621'PROCEED EAST 0.6 MI (1.0 KM) ALONG S.R. 760 TO THE STATION ON THE
 GW2621'LEFT IN A GRASSY AREA NEAR THE POWERLINE CROSSING.
 GW2621'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2621'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2621'STAMPED 049. THE DISK IS LOCATED 17.2 FT (5.2 M) NORTH OF THE
 GW2621'CENTERLINE OF S.R. 760, 84.0 FT (25.6 M) EAST OF POWER POLE 305-111,
 GW2621'AND 13.2 FT (4.0 M) SOUTHEAST OF A FENCEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2622 ***********************************************************************
 GW2622  DESIGNATION -  BEDFORD 050
 GW2622  PID         -  GW2622
 GW2622  STATE/COUNTY-  VA/BEDFORD
 GW2622  USGS QUAD   -  HARDY (1984)
 GW2622
 GW2622                         *CURRENT SURVEY CONTROL
 GW2622  ___________________________________________________________________
 GW2622* NAD 83(1993)-  37 13 20.83592(N)    079 48 23.63391(W)     ADJUSTED  
 GW2622* NAVD 88     -       262.3    (meters)     861.     (feet)  VERTCON   
 GW2622  ___________________________________________________________________
 GW2622  X           -     899,952.080 (meters)                     COMP
 GW2622  Y           -  -5,005,013.740 (meters)                     COMP
 GW2622  Z           -   3,837,219.977 (meters)                     COMP
 GW2622  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GW2622  ELLIP HEIGHT-         229.87  (meters)          (05/17/02) GPS OBS
 GW2622  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2622
 GW2622  HORZ ORDER  -  FIRST
 GW2622  ELLP ORDER  -  FOURTH    CLASS II
 GW2622
 GW2622.The horizontal coordinates were established by GPS observations
 GW2622.and adjusted by the National Geodetic Survey in September 1995..
 GW2622
 GW2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2622
 GW2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2622
 GW2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2622
 GW2622.The ellipsoidal height was determined by GPS observations
 GW2622.and is referenced to NAD 83.
 GW2622
 GW2622.The geoid height was determined by GEOID03.
 GW2622
 GW2622;                    North         East     Units Scale Factor Converg.
 GW2622;SPC VA S     - 1,099,472.051 3,384,049.813   MT  0.99994859   -0 47 34.8
 GW2622;SPC VA S     - 3,607,184.55 11,102,503.43   sFT  0.99994859   -0 47 34.8
 GW2622;UTM  17      - 4,120,217.516   605,879.082   MT  0.99973809   +0 43 19.2
 GW2622
 GW2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2622!SPC VA S     -   0.99996393  x   0.99994859  =   0.99991252
 GW2622!UTM  17      -   0.99996393  x   0.99973809  =   0.99970203
 GW2622
 GW2622:                Primary Azimuth Mark                     Grid Az
 GW2622:SPC VA S     -  BEDFORD 049                              013 13 54.4
 GW2622:UTM  17      -  BEDFORD 049                              011 43 00.4
 GW2622
 GW2622|---------------------------------------------------------------------|
 GW2622| PID    Reference Object                     Distance      Geod. Az  |
 GW2622|                                                           dddmmss.s |
 GW2622| GW2621 BEDFORD 049                         APPROX. 1.1 KM 0122619.6 |
 GW2622|---------------------------------------------------------------------|
 GW2622
 GW2622                          SUPERSEDED SURVEY CONTROL
 GW2622
 GW2622  ELLIP H (09/08/95)  229.94   (m)                       GP(       ) 4 2
 GW2622  NAD 83(1986)-  37 13 20.83934(N)    079 48 23.64735(W) AD(       ) 1
 GW2622  NGVD 29 (07/01/93)  262.5    (m)          861.     (f) GPS OBS        
 GW2622
 GW2622.Superseded values are not recommended for survey control.
 GW2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2622.See file dsdata.txt to determine how the superseded data were derived.
 GW2622
 GW2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0587920218(NAD 83)
 GW2622_MARKER: DD = SURVEY DISK
 GW2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2622_SP_SET: CONCRETE POST
 GW2622_STAMPING: 050
 GW2622_MARK LOGO: VA-019
 GW2622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2622+STABILITY: SURFACE MOTION
 GW2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2622+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2622
 GW2622  HISTORY     - Date     Condition        Report By
 GW2622  HISTORY     - 1992     MONUMENTED       MSI
 GW2622
 GW2622                          STATION DESCRIPTION
 GW2622
 GW2622'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2622'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2622'(4.8 KM) SOUTH OF STEWARTSVILLE AND APPROXIMATELY 1 MI (1.6 KM)
 GW2622'SOUTHEAST OF HARDY ON THE WEST SIDE OF S.R. 634.
 GW2622'TO REACH THE STATION FROM THE NORTH END OF THE S.R. 634 BRIDGE OVER
 GW2622'SMITH MOUNTAIN LAKE (KNOWN AS HARDY BRIDGE), PROCEED NORTHWEST 0.5 MI
 GW2622'(0.8 KM) ALONG S.R. 634 TO THE INTERSECTION WITH S.R. 720. CONTINUE
 GW2622'ALONG S.R. 634 APPROXIMATELY 75 FT (22.9 M) TO THE STATION ON THE
 GW2622'LEFT NEAR A SWALE.
 GW2622'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2622'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2622'STAMPED 050.  THE DISK IS LOCATED 1.5 FT (0.5 M) FROM WITNESS POST,
 GW2622'17.0 FT (5.2 M) WEST OF THE CENTERLINE OF S.R. 634, 99.0 FT (30.2 M)
 GW2622'EAST OF A POWER POLE, AND 82.3 FT (25.1 M) NORTHWEST OF A U/G-ATT
 GW2622'FIBER OPTICS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2623 ***********************************************************************
 GW2623  DESIGNATION -  BEDFORD 051
 GW2623  PID         -  GW2623
 GW2623  STATE/COUNTY-  VA/BEDFORD
 GW2623  USGS QUAD   -  IRVING (1985)
 GW2623
 GW2623                         *CURRENT SURVEY CONTROL
 GW2623  ___________________________________________________________________
 GW2623* NAD 83(1993)-  37 15 35.46810(N)    079 44 05.08158(W)     ADJUSTED  
 GW2623* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 GW2623  ___________________________________________________________________
 GW2623  X           -     905,781.550 (meters)                     COMP
 GW2623  Y           -  -5,001,432.352 (meters)                     COMP
 GW2623  Z           -   3,840,541.503 (meters)                     COMP
 GW2623  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 GW2623  ELLIP HEIGHT-         258.31  (meters)          (05/17/02) GPS OBS
 GW2623  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2623
 GW2623  HORZ ORDER  -  FIRST
 GW2623  ELLP ORDER  -  FOURTH    CLASS II
 GW2623
 GW2623.The horizontal coordinates were established by GPS observations
 GW2623.and adjusted by the National Geodetic Survey in September 1995..
 GW2623
 GW2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2623
 GW2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2623
 GW2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2623
 GW2623.The ellipsoidal height was determined by GPS observations
 GW2623.and is referenced to NAD 83.
 GW2623
 GW2623.The geoid height was determined by GEOID03.
 GW2623
 GW2623;                    North         East     Units Scale Factor Converg.
 GW2623;SPC VA S     - 1,103,536.184 3,390,477.344   MT  0.99994716   -0 44 57.8
 GW2623;SPC VA S     - 3,620,518.30 11,123,591.09   sFT  0.99994716   -0 44 57.8
 GW2623;UTM  17      - 4,124,449.336   612,195.627   MT  0.99975506   +0 45 58.0
 GW2623
 GW2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2623!SPC VA S     -   0.99995947  x   0.99994716  =   0.99990663
 GW2623!UTM  17      -   0.99995947  x   0.99975506  =   0.99971454
 GW2623
 GW2623                          SUPERSEDED SURVEY CONTROL
 GW2623
 GW2623  ELLIP H (09/08/95)  258.38   (m)                       GP(       ) 4 2
 GW2623  NAD 83(1993)-  37 15 35.46809(N)    079 44 05.08162(W) AD(       ) 1
 GW2623  ELLIP H (11/14/94)  258.38   (m)                       GP(       ) 4 2
 GW2623  NAD 83(1986)-  37 15 35.47169(N)    079 44 05.09453(W) AD(       ) 1
 GW2623  NGVD 29 (07/01/93)  290.9    (m)          954.     (f) GPS OBS        
 GW2623
 GW2623.Superseded values are not recommended for survey control.
 GW2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2623.See file dsdata.txt to determine how the superseded data were derived.
 GW2623
 GW2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1219624449(NAD 83)
 GW2623_MARKER: DD = SURVEY DISK
 GW2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2623_SP_SET: CONCRETE POST
 GW2623_STAMPING: 051
 GW2623_MARK LOGO: VA-019
 GW2623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2623+STABILITY: SURFACE MOTION
 GW2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2623+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2623
 GW2623  HISTORY     - Date     Condition        Report By
 GW2623  HISTORY     - 1992     MONUMENTED       MSI
 GW2623
 GW2623                          STATION DESCRIPTION
 GW2623
 GW2623'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2623'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2623'(4.8 KM) EAST OF STEWARTSVILLE AND APPROXIMATELY 1.5 MI (2.4 KM) WEST
 GW2623'OF CHAMBLISSBURG ON THE SOUTH SIDE OF S.R. 24.
 GW2623'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 619
 GW2623'PROCEED EAST 3.5 MI (5.6 KM) ALONG S.R. 24 TO THE STATION ON THE
 GW2623'RIGHT IN A GRASSY AREA NEAR THE INTERSECTION WITH S.R. 755.
 GW2623'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2623'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2623'STAMPED 051.  THE DISK IS LOCATED 28.0 FT (8.5 M) EAST OF THE
 GW2623'CENTERLINE OF S.R. 755, 22.2 FT (6.8 M) SOUTHWEST OF A SIGN, AND 33.5
 GW2623'FT (10.2 M) SOUTHEAST OF TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2624 ***********************************************************************
 GW2624  DESIGNATION -  BEDFORD 052
 GW2624  PID         -  GW2624
 GW2624  STATE/COUNTY-  VA/BEDFORD
 GW2624  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2624
 GW2624                         *CURRENT SURVEY CONTROL
 GW2624  ___________________________________________________________________
 GW2624* NAD 83(1993)-  37 15 07.41820(N)    079 45 35.36428(W)     ADJUSTED  
 GW2624* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 GW2624  ___________________________________________________________________
 GW2624  X           -     903,688.227 (meters)                     COMP
 GW2624  Y           -  -5,002,359.214 (meters)                     COMP
 GW2624  Z           -   3,839,865.335 (meters)                     COMP
 GW2624  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GW2624  ELLIP HEIGHT-         278.36  (meters)          (05/17/02) GPS OBS
 GW2624  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW2624
 GW2624  HORZ ORDER  -  FIRST
 GW2624  ELLP ORDER  -  FOURTH    CLASS II
 GW2624
 GW2624.The horizontal coordinates were established by GPS observations
 GW2624.and adjusted by the National Geodetic Survey in September 1995..
 GW2624
 GW2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2624
 GW2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2624
 GW2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2624
 GW2624.The ellipsoidal height was determined by GPS observations
 GW2624.and is referenced to NAD 83.
 GW2624
 GW2624.The geoid height was determined by GEOID03.
 GW2624
 GW2624;                    North         East     Units Scale Factor Converg.
 GW2624;SPC VA S     - 1,102,700.962 3,388,241.454   MT  0.99994742   -0 45 52.6
 GW2624;SPC VA S     - 3,617,778.07 11,116,255.50   sFT  0.99994742   -0 45 52.6
 GW2624;UTM  17      - 4,123,555.449   609,983.040   MT  0.99974901   +0 45 02.8
 GW2624
 GW2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2624!SPC VA S     -   0.99995632  x   0.99994742  =   0.99990374
 GW2624!UTM  17      -   0.99995632  x   0.99974901  =   0.99970534
 GW2624
 GW2624                          SUPERSEDED SURVEY CONTROL
 GW2624
 GW2624  ELLIP H (09/08/95)  278.43   (m)                       GP(       ) 4 2
 GW2624  NAD 83(1993)-  37 15 07.41826(N)    079 45 35.36434(W) AD(       ) 1
 GW2624  ELLIP H (11/14/94)  278.42   (m)                       GP(       ) 4 2
 GW2624  NAD 83(1986)-  37 15 07.42178(N)    079 45 35.37734(W) AD(       ) 1
 GW2624  NGVD 29 (07/01/93)  311.0    (m)         1020.     (f) GPS OBS        
 GW2624
 GW2624.Superseded values are not recommended for survey control.
 GW2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2624.See file dsdata.txt to determine how the superseded data were derived.
 GW2624
 GW2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0998323555(NAD 83)
 GW2624_MARKER: DD = SURVEY DISK
 GW2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2624_SP_SET: CONCRETE POST
 GW2624_STAMPING: 052
 GW2624_MARK LOGO: VA-019
 GW2624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2624+STABILITY: SURFACE MOTION
 GW2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2624+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2624
 GW2624  HISTORY     - Date     Condition        Report By
 GW2624  HISTORY     - 1992     MONUMENTED       MSI
 GW2624
 GW2624                          STATION DESCRIPTION
 GW2624
 GW2624'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2624'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2624'(3.2 KM) SOUTHEAST OF STEWARTSVILLE ON THE WEST SIDE OF S.R. 635.
 GW2624'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 635,
 GW2624'PROCEED SOUTH 1.1 MI (1.8 KM) ALONG S.R. 635 TO THE STATION ON THE
 GW2624'RIGHT NEAR A FENCE GATE.
 GW2624'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2624'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE STAMPED, 052.
 GW2624'THE DISK IS LOCATED 19.5 FT (5.9 M) WEST OF THE CENTERLINE OF S.R.
 GW2624'635, 26.3 FT (8.0 M) SOUTH OF THE SOUTHERNMOST GATEPOST, AND 101.5 FT
 GW2624'(30.9 M) NORTH OF POWERPOLE 282-110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2625 ***********************************************************************
 GW2625  DESIGNATION -  BEDFORD 053
 GW2625  PID         -  GW2625
 GW2625  STATE/COUNTY-  VA/BEDFORD
 GW2625  USGS QUAD   -  HARDY (1984)
 GW2625
 GW2625                         *CURRENT SURVEY CONTROL
 GW2625  ___________________________________________________________________
 GW2625* NAD 83(1993)-  37 13 29.73728(N)    079 45 19.48692(W)     ADJUSTED  
 GW2625* NAVD 88     -       250.4    (meters)     822.     (feet)  VERTCON   
 GW2625  ___________________________________________________________________
 GW2625  X           -     904,388.839 (meters)                     COMP
 GW2625  Y           -  -5,004,035.627 (meters)                     COMP
 GW2625  Z           -   3,837,431.309 (meters)                     COMP
 GW2625  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 GW2625  ELLIP HEIGHT-         217.99  (meters)          (05/17/02) GPS OBS
 GW2625  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2625
 GW2625  HORZ ORDER  -  FIRST
 GW2625  ELLP ORDER  -  FOURTH    CLASS II
 GW2625
 GW2625.The horizontal coordinates were established by GPS observations
 GW2625.and adjusted by the National Geodetic Survey in September 1995..
 GW2625
 GW2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2625
 GW2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2625
 GW2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2625
 GW2625.The ellipsoidal height was determined by GPS observations
 GW2625.and is referenced to NAD 83.
 GW2625
 GW2625.The geoid height was determined by GEOID03.
 GW2625
 GW2625;                    North         East     Units Scale Factor Converg.
 GW2625;SPC VA S     - 1,099,684.829 3,388,592.632   MT  0.99994848   -0 45 43.0
 GW2625;SPC VA S     - 3,607,882.64 11,117,407.66   sFT  0.99994848   -0 45 43.0
 GW2625;UTM  17      - 4,120,550.254   610,413.760   MT  0.99975018   +0 45 10.7
 GW2625
 GW2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2625!SPC VA S     -   0.99996579  x   0.99994848  =   0.99991427
 GW2625!UTM  17      -   0.99996579  x   0.99975018  =   0.99971598
 GW2625
 GW2625                          SUPERSEDED SURVEY CONTROL
 GW2625
 GW2625  ELLIP H (09/08/95)  218.06   (m)                       GP(       ) 4 2
 GW2625  NAD 83(1993)-  37 13 29.73739(N)    079 45 19.48700(W) AD(       ) 1
 GW2625  NAD 83(1986)-  37 13 29.74096(N)    079 45 19.49996(W) AD(       ) 1
 GW2625  NGVD 29 (07/01/93)  250.6    (m)          822.     (f) GPS OBS        
 GW2625
 GW2625.Superseded values are not recommended for survey control.
 GW2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2625.See file dsdata.txt to determine how the superseded data were derived.
 GW2625
 GW2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1041420550(NAD 83)
 GW2625_MARKER: DD = SURVEY DISK
 GW2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2625_SP_SET: CONCRETE POST
 GW2625_STAMPING: 053
 GW2625_MARK LOGO: VA-019
 GW2625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2625+STABILITY: SURFACE MOTION
 GW2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2625+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2625
 GW2625  HISTORY     - Date     Condition        Report By
 GW2625  HISTORY     - 1992     MONUMENTED       MSI
 GW2625
 GW2625                          STATION DESCRIPTION
 GW2625
 GW2625'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2625'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2625'MI (5.6 KM) SOUTHEAST OF STEWARTSVILLE AND APPROXIMATELY 2 MI
 GW2625'(3.2 KM) WEST OF GOODVIEW ON THE NORTHWEST SIDE OF S.R. 757.
 GW2625'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 757 AND S.R. 758
 GW2625'PROCEED EAST 0.7 MI (1.1 KM) ALONG S.R. 757 TO THE STATION ON THE
 GW2625'LEFT NEAR THE INTERSECTION WITH S.R. 755.
 GW2625'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2625'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2625'STAMPED 053. THE DISK IS LOCATED 22.0 FT (6.7 M) NORTHWEST OF THE
 GW2625'CENTERLINE OF S.R. 757, 51.0 FT (15.5 M) SOUTHWEST OF THE CENTERLINE
 GW2625'OF S.R. 755, AND 131.5 FT (40.1 M) SOUTHWEST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2626 ***********************************************************************
 GW2626  DESIGNATION -  BEDFORD 054
 GW2626  PID         -  GW2626
 GW2626  STATE/COUNTY-  VA/FRANKLIN
 GW2626  USGS QUAD   -  HARDY (1984)
 GW2626
 GW2626                         *CURRENT SURVEY CONTROL
 GW2626  ___________________________________________________________________
 GW2626* NAD 83(1993)-  37 11 10.03173(N)    079 45 40.18905(W)     ADJUSTED  
 GW2626* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 GW2626  ___________________________________________________________________
 GW2626  X           -     904,355.634 (meters)                     COMP
 GW2626  Y           -  -5,006,723.078 (meters)                     COMP
 GW2626  Z           -   3,834,026.972 (meters)                     COMP
 GW2626  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GW2626  ELLIP HEIGHT-         261.14  (meters)          (05/17/02) GPS OBS
 GW2626  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW2626
 GW2626  HORZ ORDER  -  FIRST
 GW2626  ELLP ORDER  -  FOURTH    CLASS II
 GW2626
 GW2626.The horizontal coordinates were established by GPS observations
 GW2626.and adjusted by the National Geodetic Survey in September 1995..
 GW2626
 GW2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2626
 GW2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2626
 GW2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2626
 GW2626.The ellipsoidal height was determined by GPS observations
 GW2626.and is referenced to NAD 83.
 GW2626
 GW2626.The geoid height was determined by GEOID03.
 GW2626
 GW2626;                    North         East     Units Scale Factor Converg.
 GW2626;SPC VA S     - 1,095,385.364 3,388,024.813   MT  0.99995039   -0 45 55.6
 GW2626;SPC VA S     - 3,593,776.82 11,115,544.74   sFT  0.99995039   -0 45 55.6
 GW2626;UTM  17      - 4,116,238.144   609,959.873   MT  0.99974894   +0 44 55.8
 GW2626
 GW2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2626!SPC VA S     -   0.99995902  x   0.99995039  =   0.99990941
 GW2626!UTM  17      -   0.99995902  x   0.99974894  =   0.99970797
 GW2626
 GW2626                          SUPERSEDED SURVEY CONTROL
 GW2626
 GW2626  ELLIP H (09/08/95)  261.21   (m)                       GP(       ) 4 2
 GW2626  NAD 83(1986)-  37 11 10.03557(N)    079 45 40.20192(W) AD(       ) 1
 GW2626  NGVD 29 (07/01/93)  293.7    (m)          964.     (f) GPS OBS        
 GW2626
 GW2626.Superseded values are not recommended for survey control.
 GW2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2626.See file dsdata.txt to determine how the superseded data were derived.
 GW2626
 GW2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0996016238(NAD 83)
 GW2626_MARKER: DD = SURVEY DISK
 GW2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2626_SP_SET: CONCRETE POST
 GW2626_STAMPING: 054
 GW2626_MARK LOGO: VA-019
 GW2626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2626+STABILITY: SURFACE MOTION
 GW2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2626+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2626
 GW2626  HISTORY     - Date     Condition        Report By
 GW2626  HISTORY     - 1992     MONUMENTED       MSI
 GW2626
 GW2626                          STATION DESCRIPTION
 GW2626
 GW2626'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2626'THE STATION IS LOCATED IN FRANKLIN COUNTY, VIRGINIA, APPROXIMATELY 6
 GW2626'MI (9.7 KM) SOUTHEAST OF STEWARTSVILLE AND APPROXIMATELY 3 MI
 GW2626'(4.8 KM) SOUTHWEST OF GOODVIEW ON THE SOUTH SIDE OF PINE RIDGE ROAD.
 GW2626'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 634 AND S.R. 676
 GW2626'PROCEED SOUTH EAST 1.5 MI (2.4 KM) ALONG S.R. 676 TO THE INTERSECTION
 GW2626'WITH OLD MILL ROAD.  TURN LEFT AND GO SOUTHEAST 0.2 MI (0.3 KM) ALONG
 GW2626'OLD MILL ROAD TO THE INTERSECTION WITH PINE RIDGE ROAD.  TURN RIGHT
 GW2626'AND GO SOUTHWEST APPROXIMATELY 50 FT (15.2 M) ALONG PINE RIDGE ROAD
 GW2626'TO THE STATION ON THE LEFT NEAR A ONE STORY HOUSE.
 GW2626'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2626'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2626'STAMPED 054.  THE DISK IS LOCATED 16.0 FT (4.9 M) SOUTHEAST OF THE
 GW2626'CENTERLINE OF PINE RIDGE ROAD, 44.0 FT (13.4 M) WEST OF THE NORTHWEST
 GW2626'CORNER OF THE ONE STORY HOUSE, AND 91.0 FT (27.7 M) SOUTH OF
 GW2626'TELEPHONE POLE 378-131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2627 ***********************************************************************
 GW2627  DESIGNATION -  BEDFORD 055
 GW2627  PID         -  GW2627
 GW2627  STATE/COUNTY-  VA/BEDFORD
 GW2627  USGS QUAD   -  GOODVIEW (1985)
 GW2627
 GW2627                         *CURRENT SURVEY CONTROL
 GW2627  ___________________________________________________________________
 GW2627* NAD 83(1993)-  37 11 53.68738(N)    079 44 50.83461(W)     ADJUSTED  
 GW2627* NAVD 88     -       277.6    (meters)     911.     (feet)  VERTCON   
 GW2627  ___________________________________________________________________
 GW2627  X           -     905,406.545 (meters)                     COMP
 GW2627  Y           -  -5,005,693.508 (meters)                     COMP
 GW2627  Z           -   3,835,089.507 (meters)                     COMP
 GW2627  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 GW2627  ELLIP HEIGHT-         245.25  (meters)          (05/17/02) GPS OBS
 GW2627  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2627
 GW2627  HORZ ORDER  -  FIRST
 GW2627  ELLP ORDER  -  FOURTH    CLASS II
 GW2627
 GW2627.The horizontal coordinates were established by GPS observations
 GW2627.and adjusted by the National Geodetic Survey in September 1995..
 GW2627
 GW2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2627
 GW2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2627
 GW2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2627
 GW2627.The ellipsoidal height was determined by GPS observations
 GW2627.and is referenced to NAD 83.
 GW2627
 GW2627.The geoid height was determined by GEOID03.
 GW2627
 GW2627;                    North         East     Units Scale Factor Converg.
 GW2627;SPC VA S     - 1,096,714.828 3,389,259.758   MT  0.99994974   -0 45 25.6
 GW2627;SPC VA S     - 3,598,138.56 11,119,596.39   sFT  0.99994974   -0 45 25.6
 GW2627;UTM  17      - 4,117,599.508   611,159.013   MT  0.99975221   +0 45 26.4
 GW2627
 GW2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2627!SPC VA S     -   0.99996151  x   0.99994974  =   0.99991126
 GW2627!UTM  17      -   0.99996151  x   0.99975221  =   0.99971373
 GW2627
 GW2627                          SUPERSEDED SURVEY CONTROL
 GW2627
 GW2627  ELLIP H (09/08/95)  245.32   (m)                       GP(       ) 4 2
 GW2627  NAD 83(1986)-  37 11 53.69120(N)    079 44 50.84751(W) AD(       ) 1
 GW2627  NGVD 29 (07/01/93)  277.8    (m)          911.     (f) GPS OBS        
 GW2627
 GW2627.Superseded values are not recommended for survey control.
 GW2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2627.See file dsdata.txt to determine how the superseded data were derived.
 GW2627
 GW2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1115917600(NAD 83)
 GW2627_MARKER: DD = SURVEY DISK
 GW2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2627_SP_SET: CONCRETE POST
 GW2627_STAMPING: 055
 GW2627_MARK LOGO: VA-019
 GW2627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2627+STABILITY: SURFACE MOTION
 GW2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2627+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2627
 GW2627  HISTORY     - Date     Condition        Report By
 GW2627  HISTORY     - 1992     MONUMENTED       MSI
 GW2627
 GW2627                          STATION DESCRIPTION
 GW2627
 GW2627'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2627'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5.5
 GW2627'MI (8.9 KM) SOUTHEAST OF STEWARTSVILLE AND APPROXIMATELY 2 MI
 GW2627'(3.2 KM) SOUTHWEST OF GOODVIEW ON THE NORTHWEST SIDE OF S.R. 851.
 GW2627'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 757 AND S.R. 758
 GW2627'PROCEED SOUTHEAST 2.2 MI (3.5 KM) ALONG S.R. 758 TO THE INTERSECTION
 GW2627'WITH S.R. 851.  TURN RIGHT AND GO SOUTH 0.3 MI (0.5 KM) ALONG S.R.
 GW2627'851 TO THE STATION ON THE RIGHT NEAR THE END OF A FENCELINE.
 GW2627'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2627'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2627'STAMPED 055. THE DISK IS LOCATED 22.0 FT (6.7 M) NORTHWEST OF THE
 GW2627'CENTERLINE OF S.R. 851, 18.0 FT (5.5 M) NORTHEAST OF POWER POLE
 GW2627'355-184, AND 13.0 FT (4.0 M) SOUTH OF THE END FENCEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2628 ***********************************************************************
 GW2628  DESIGNATION -  BEDFORD 056
 GW2628  PID         -  GW2628
 GW2628  STATE/COUNTY-  VA/BEDFORD
 GW2628  USGS QUAD   -  GOODVIEW (1985)
 GW2628
 GW2628                         *CURRENT SURVEY CONTROL
 GW2628  ___________________________________________________________________
 GW2628* NAD 83(1993)-  37 12 45.04523(N)    079 42 48.09227(W)     ADJUSTED  
 GW2628* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 GW2628  ___________________________________________________________________
 GW2628  X           -     908,212.666 (meters)                     COMP
 GW2628  Y           -  -5,004,203.571 (meters)                     COMP
 GW2628  Z           -   3,836,344.214 (meters)                     COMP
 GW2628  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GW2628  ELLIP HEIGHT-         234.71  (meters)          (05/17/02) GPS OBS
 GW2628  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2628
 GW2628  HORZ ORDER  -  FIRST
 GW2628  ELLP ORDER  -  FOURTH    CLASS II
 GW2628
 GW2628.The horizontal coordinates were established by GPS observations
 GW2628.and adjusted by the National Geodetic Survey in September 1995..
 GW2628
 GW2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2628
 GW2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2628
 GW2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2628
 GW2628.The ellipsoidal height was determined by GPS observations
 GW2628.and is referenced to NAD 83.
 GW2628
 GW2628.The geoid height was determined by GEOID03.
 GW2628
 GW2628;                    North         East     Units Scale Factor Converg.
 GW2628;SPC VA S     - 1,098,258.438 3,392,306.661   MT  0.99994904   -0 44 11.1
 GW2628;SPC VA S     - 3,603,202.89 11,129,592.77   sFT  0.99994904   -0 44 11.1
 GW2628;UTM  17      - 4,119,222.797   614,163.473   MT  0.99976055   +0 46 41.6
 GW2628
 GW2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2628!SPC VA S     -   0.99996317  x   0.99994904  =   0.99991221
 GW2628!UTM  17      -   0.99996317  x   0.99976055  =   0.99972373
 GW2628
 GW2628                          SUPERSEDED SURVEY CONTROL
 GW2628
 GW2628  ELLIP H (09/08/95)  234.78   (m)                       GP(       ) 4 2
 GW2628  NAD 83(1993)-  37 12 45.04498(N)    079 42 48.09221(W) AD(       ) 1
 GW2628  NAD 83(1986)-  37 12 45.04941(N)    079 42 48.10511(W) AD(       ) 1
 GW2628  NGVD 29 (07/01/93)  267.2    (m)          877.     (f) GPS OBS        
 GW2628
 GW2628.Superseded values are not recommended for survey control.
 GW2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2628.See file dsdata.txt to determine how the superseded data were derived.
 GW2628
 GW2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1416319223(NAD 83)
 GW2628_MARKER: DD = SURVEY DISK
 GW2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2628_SP_SET: CONCRETE POST
 GW2628_STAMPING: 056
 GW2628_MARK LOGO: VA-019
 GW2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2628+STABILITY: SURFACE MOTION
 GW2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2628+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2628
 GW2628  HISTORY     - Date     Condition        Report By
 GW2628  HISTORY     - 1992     MONUMENTED       MSI
 GW2628
 GW2628                          STATION DESCRIPTION
 GW2628
 GW2628'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2628'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2628'(9.7 KM) SOUTHEAST OF STEWARTSVILLE AND APPROXIMATELY 0.5 MI
 GW2628'(0.8 KM) EAST OF GOODVIEW ON THE SOUTH SIDE OF S.R. 757.
 GW2628'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 757 AND S.R. 653
 GW2628'NORTH IN GOODVIEW, PROCEED EAST 0.4 MI (0.6 KM) ALONG S.R. 757/653 TO
 GW2628'THE INTERSECTION WITH S.R. 653 SOUTH.  CONTINUE EAST APPROXIMATELY
 GW2628'450 FT (137.2 M) ALONG S.R. 757 TO THE STATION ON THE RIGHT NEAR THE
 GW2628'POWER LINE CROSSING.
 GW2628'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2628'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2628'STAMPED 056. THE DISK IS LOCATED 18.5 FT (5.6 M) SOUTH OF THE
 GW2628'CENTERLINE OF S.R. 757, AND 31.3 FT (9.5 M) WEST OF POWER POLE
 GW2628'331-231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2629 ***********************************************************************
 GW2629  DESIGNATION -  BEDFORD 057
 GW2629  PID         -  GW2629
 GW2629  STATE/COUNTY-  VA/BEDFORD
 GW2629  USGS QUAD   -  GOODVIEW (1985)
 GW2629
 GW2629                         *CURRENT SURVEY CONTROL
 GW2629  ___________________________________________________________________
 GW2629* NAD 83(1993)-  37 11 17.67261(N)    079 42 36.06069(W)     ADJUSTED  
 GW2629* NAVD 88     -       295.7    (meters)     970.     (feet)  VERTCON   
 GW2629  ___________________________________________________________________
 GW2629  X           -     908,799.565 (meters)                     COMP
 GW2629  Y           -  -5,005,775.489 (meters)                     COMP
 GW2629  Z           -   3,834,216.021 (meters)                     COMP
 GW2629  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GW2629  ELLIP HEIGHT-         263.43  (meters)          (05/17/02) GPS OBS
 GW2629  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW2629
 GW2629  HORZ ORDER  -  FIRST
 GW2629  ELLP ORDER  -  FOURTH    CLASS II
 GW2629
 GW2629.The horizontal coordinates were established by GPS observations
 GW2629.and adjusted by the National Geodetic Survey in September 1995..
 GW2629
 GW2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2629
 GW2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2629
 GW2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2629
 GW2629.The ellipsoidal height was determined by GPS observations
 GW2629.and is referenced to NAD 83.
 GW2629
 GW2629.The geoid height was determined by GEOID03.
 GW2629
 GW2629;                    North         East     Units Scale Factor Converg.
 GW2629;SPC VA S     - 1,095,561.450 3,392,568.756   MT  0.99995027   -0 44 03.8
 GW2629;SPC VA S     - 3,594,354.52 11,130,452.66   sFT  0.99995027   -0 44 03.8
 GW2629;UTM  17      - 4,116,534.185   614,496.690   MT  0.99976149   +0 46 47.3
 GW2629
 GW2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2629!SPC VA S     -   0.99995866  x   0.99995027  =   0.99990893
 GW2629!UTM  17      -   0.99995866  x   0.99976149  =   0.99972016
 GW2629
 GW2629                          SUPERSEDED SURVEY CONTROL
 GW2629
 GW2629  ELLIP H (09/08/95)  263.50   (m)                       GP(       ) 4 2
 GW2629  NAD 83(1993)-  37 11 17.67230(N)    079 42 36.06067(W) AD(       ) 1
 GW2629  NAD 83(1986)-  37 11 17.67673(N)    079 42 36.07353(W) AD(       ) 1
 GW2629  NGVD 29 (07/01/93)  295.9    (m)          971.     (f) GPS OBS        
 GW2629
 GW2629.Superseded values are not recommended for survey control.
 GW2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2629.See file dsdata.txt to determine how the superseded data were derived.
 GW2629
 GW2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1449716534(NAD 83)
 GW2629_MARKER: DD = SURVEY DISK
 GW2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2629_SP_SET: CONCRETE POST
 GW2629_STAMPING: 057
 GW2629_MARK LOGO: VA-019
 GW2629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2629+STABILITY: SURFACE MOTION
 GW2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2629+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2629
 GW2629  HISTORY     - Date     Condition        Report By
 GW2629  HISTORY     - 1992     MONUMENTED       MSI
 GW2629
 GW2629                          STATION DESCRIPTION
 GW2629
 GW2629'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2629'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2629'MI (2.4 KM) WEST OF DIAMOND HILL AND APPROXIMATELY 1.5 MI (2.4 KM)
 GW2629'SOUTHEAST OF GOODVIEW ON THE WEST SIDE OF S.R. 653.
 GW2629'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 616 AND S.R. 655
 GW2629'WEST, PROCEED WEST 1.4 MI (2.3 KM) ALONG S.R. 655 TO THE INTERSECTION
 GW2629'WITH S.R. 653 SOUTH.  TURN LEFT AND GO SOUTH 0.4 MI (0.6 KM) ALONG
 GW2629'S.R. 653 TO THE STATION ON THE LEFT NEAR INTERSECTION WITH TIKI
 GW2629'TERRACE.
 GW2629'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2629'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2629'STAMPED 057. THE DISK IS LOCATED 24.0 FT (7.3 M) NORTHWEST OF THE
 GW2629'CENTERLINE OF S.R. 653, 30.0 FT (9.1 M) WEST OF THE INTERSECTION OF
 GW2629'THE CENTERLINES OF S.R. 653 AND TIKI TERRACE, AND 125.0 FT (38.1 M)
 GW2629'NORTHEAST OF POWER POLE 355-6036.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2630 ***********************************************************************
 GW2630  DESIGNATION -  BEDFORD 058
 GW2630  PID         -  GW2630
 GW2630  STATE/COUNTY-  VA/BEDFORD
 GW2630  USGS QUAD   -  GOODVIEW (1985)
 GW2630
 GW2630                         *CURRENT SURVEY CONTROL
 GW2630  ___________________________________________________________________
 GW2630* NAD 83(1993)-  37 09 58.49958(N)    079 42 11.80207(W)     ADJUSTED  
 GW2630* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 GW2630  ___________________________________________________________________
 GW2630  X           -     909,648.422 (meters)                     COMP
 GW2630  Y           -  -5,007,100.486 (meters)                     COMP
 GW2630  Z           -   3,832,256.357 (meters)                     COMP
 GW2630  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 GW2630  ELLIP HEIGHT-         238.82  (meters)          (05/17/02) GPS OBS
 GW2630  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2630
 GW2630  HORZ ORDER  -  FIRST
 GW2630  ELLP ORDER  -  FOURTH    CLASS II
 GW2630
 GW2630.The horizontal coordinates were established by GPS observations
 GW2630.and adjusted by the National Geodetic Survey in September 1995..
 GW2630
 GW2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2630
 GW2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2630
 GW2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2630
 GW2630.The ellipsoidal height was determined by GPS observations
 GW2630.and is referenced to NAD 83.
 GW2630
 GW2630.The geoid height was determined by GEOID03.
 GW2630
 GW2630;                    North         East     Units Scale Factor Converg.
 GW2630;SPC VA S     - 1,093,113.371 3,393,135.894   MT  0.99995154   -0 43 49.1
 GW2630;SPC VA S     - 3,586,322.78 11,132,313.35   sFT  0.99995154   -0 43 49.1
 GW2630;UTM  17      - 4,114,102.403   615,128.191   MT  0.99976328   +0 47 00.5
 GW2630
 GW2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2630!SPC VA S     -   0.99996252  x   0.99995154  =   0.99991407
 GW2630!UTM  17      -   0.99996252  x   0.99976328  =   0.99972581
 GW2630
 GW2630:                Primary Azimuth Mark                     Grid Az
 GW2630:SPC VA S     -  BEDFORD 059                              178 12 09.7
 GW2630:UTM  17      -  BEDFORD 059                              176 41 20.1
 GW2630
 GW2630|---------------------------------------------------------------------|
 GW2630| PID    Reference Object                     Distance      Geod. Az  |
 GW2630|                                                           dddmmss.s |
 GW2630| GW2631 BEDFORD 059                         APPROX. 1.3 KM 1772820.6 |
 GW2630|---------------------------------------------------------------------|
 GW2630
 GW2630                          SUPERSEDED SURVEY CONTROL
 GW2630
 GW2630  ELLIP H (09/08/95)  238.89   (m)                       GP(       ) 4 2
 GW2630  NAD 83(1986)-  37 09 58.50376(N)    079 42 11.81484(W) AD(       ) 1
 GW2630  NGVD 29 (07/01/93)  271.3    (m)          890.     (f) GPS OBS        
 GW2630
 GW2630.Superseded values are not recommended for survey control.
 GW2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2630.See file dsdata.txt to determine how the superseded data were derived.
 GW2630
 GW2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1512814102(NAD 83)
 GW2630_MARKER: DD = SURVEY DISK
 GW2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2630_SP_SET: CONCRETE POST
 GW2630_STAMPING: 058
 GW2630_MARK LOGO: VA-019
 GW2630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2630+STABILITY: SURFACE MOTION
 GW2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2630+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2630
 GW2630  HISTORY     - Date     Condition        Report By
 GW2630  HISTORY     - 1992     MONUMENTED       MSI
 GW2630
 GW2630                          STATION DESCRIPTION
 GW2630
 GW2630'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2630'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2630'(3.2 KM) SOUTHWEST OF DIAMOND HILL AND APPROXIMATELY 5 MI (8.0 KM)
 GW2630'WEST OF MONETA ON THE WEST SIDE OF S.R. 616.
 GW2630'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 616 AND S.R. 655
 GW2630'WEST, PROCEED SOUTH 2.4 MI (3.9 KM) ALONG S.R. 616 TO THE STATION ON
 GW2630'THE RIGHT NEAR TELEPHONE BOXES.
 GW2630'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2630'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2630'STAMPED 058.  THE DISK IS LOCATED 15.6 FT (4.8 M) WEST OF THE
 GW2630'CENTERLINE OF S.R. 616, 49.0 FT (14.9 M) NORTH OF THE CENTERLINE OF A
 GW2630'GRAVEL DRIVEWAY, AND 17.5 FT (5.3 M) NORTHEAST OF THE NORTHERN MOST
 GW2630'TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2631 ***********************************************************************
 GW2631  DESIGNATION -  BEDFORD 059
 GW2631  PID         -  GW2631
 GW2631  STATE/COUNTY-  VA/BEDFORD
 GW2631  USGS QUAD   -  GOODVIEW (1985)
 GW2631
 GW2631                         *CURRENT SURVEY CONTROL
 GW2631  ___________________________________________________________________
 GW2631* NAD 83(1993)-  37 09 16.65096(N)    079 42 09.49410(W)     ADJUSTED  
 GW2631* NAVD 88     -       269.6    (meters)     885.     (feet)  VERTCON   
 GW2631  ___________________________________________________________________
 GW2631  X           -     909,843.543 (meters)                     COMP
 GW2631  Y           -  -5,007,855.896 (meters)                     COMP
 GW2631  Z           -   3,831,227.265 (meters)                     COMP
 GW2631  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 GW2631  ELLIP HEIGHT-         237.32  (meters)          (05/17/02) GPS OBS
 GW2631  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW2631
 GW2631  HORZ ORDER  -  FIRST
 GW2631  ELLP ORDER  -  FOURTH    CLASS II
 GW2631
 GW2631.The horizontal coordinates were established by GPS observations
 GW2631.and adjusted by the National Geodetic Survey in September 1995..
 GW2631
 GW2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2631
 GW2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2631
 GW2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2631
 GW2631.The ellipsoidal height was determined by GPS observations
 GW2631.and is referenced to NAD 83.
 GW2631
 GW2631.The geoid height was determined by GEOID03.
 GW2631
 GW2631;                    North         East     Units Scale Factor Converg.
 GW2631;SPC VA S     - 1,091,822.705 3,393,176.394   MT  0.99995227   -0 43 47.7
 GW2631;SPC VA S     - 3,582,088.32 11,132,446.22   sFT  0.99995227   -0 43 47.7
 GW2631;UTM  17      - 4,112,813.500   615,202.756   MT  0.99976349   +0 47 01.1
 GW2631
 GW2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2631!SPC VA S     -   0.99996276  x   0.99995227  =   0.99991503
 GW2631!UTM  17      -   0.99996276  x   0.99976349  =   0.99972626
 GW2631
 GW2631:                Primary Azimuth Mark                     Grid Az
 GW2631:SPC VA S     -  BEDFORD 058                              358 12 09.7
 GW2631:UTM  17      -  BEDFORD 058                              356 41 20.9
 GW2631
 GW2631|---------------------------------------------------------------------|
 GW2631| PID    Reference Object                     Distance      Geod. Az  |
 GW2631|                                                           dddmmss.s |
 GW2631| GW2630 BEDFORD 058                         APPROX. 1.3 KM 3572822.0 |
 GW2631|---------------------------------------------------------------------|
 GW2631
 GW2631                          SUPERSEDED SURVEY CONTROL
 GW2631
 GW2631  ELLIP H (09/08/95)  237.39   (m)                       GP(       ) 4 2
 GW2631  NAD 83(1986)-  37 09 16.65517(N)    079 42 09.50685(W) AD(       ) 1
 GW2631  NGVD 29 (07/01/93)  269.8    (m)          885.     (f) GPS OBS        
 GW2631
 GW2631.Superseded values are not recommended for survey control.
 GW2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2631.See file dsdata.txt to determine how the superseded data were derived.
 GW2631
 GW2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1520312814(NAD 83)
 GW2631_MARKER: DD = SURVEY DISK
 GW2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2631_SP_SET: CONCRETE POST
 GW2631_STAMPING: 059
 GW2631_MARK LOGO: VA-019
 GW2631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2631+STABILITY: SURFACE MOTION
 GW2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2631+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2631
 GW2631  HISTORY     - Date     Condition        Report By
 GW2631  HISTORY     - 1992     MONUMENTED       MSI
 GW2631
 GW2631                          STATION DESCRIPTION
 GW2631
 GW2631'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2631'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2631'(4.8 KM) SOUTHWEST OF DIAMOND HILL AND APPROXIMATELY 5 MI (8.0 KM)
 GW2631'WEST OF MONETA ON WEST SIDE OF S.R. 616.
 GW2631'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 616 AND S.R. 655
 GW2631'WEST, PROCEED SOUTH 3.1 MI (5.0 KM) ALONG S.R. 616 TO A FORK.  TURN
 GW2631'RIGHT AND GO SOUTH 0.1 MI (0.2 KM) ALONG S.R. 616 WEST TO THE STATION
 GW2631'ON THE RIGHT.
 GW2631'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2631'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2631'STAMPED 059. THE DISK IS LOCATED 13.5 FT (4.1 M) WEST OF THE
 GW2631'CENTERLINE OF S.R. 616, 31.0 FT (9.4 M) NORTH OF THE POWER POLE
 GW2631'404-247 AND 54.0 FT (16.5 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2632 ***********************************************************************
 GW2632  DESIGNATION -  BEDFORD 060
 GW2632  PID         -  GW2632
 GW2632  STATE/COUNTY-  VA/BEDFORD
 GW2632  USGS QUAD   -  GOODVIEW (1985)
 GW2632
 GW2632                         *CURRENT SURVEY CONTROL
 GW2632  ___________________________________________________________________
 GW2632* NAD 83(1993)-  37 11 37.86969(N)    079 40 31.16938(W)     ADJUSTED  
 GW2632* NAVD 88     -       323.2    (meters)    1060.     (feet)  VERTCON   
 GW2632  ___________________________________________________________________
 GW2632  X           -     911,766.813 (meters)                     COMP
 GW2632  Y           -  -5,004,875.556 (meters)                     COMP
 GW2632  Z           -   3,834,728.668 (meters)                     COMP
 GW2632  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GW2632  ELLIP HEIGHT-         290.92  (meters)          (05/17/02) GPS OBS
 GW2632  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2632
 GW2632  HORZ ORDER  -  FIRST
 GW2632  ELLP ORDER  -  FOURTH    CLASS II
 GW2632
 GW2632.The horizontal coordinates were established by GPS observations
 GW2632.and adjusted by the National Geodetic Survey in September 1995..
 GW2632
 GW2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2632
 GW2632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2632
 GW2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2632
 GW2632.The ellipsoidal height was determined by GPS observations
 GW2632.and is referenced to NAD 83.
 GW2632
 GW2632.The geoid height was determined by GEOID03.
 GW2632
 GW2632;                    North         East     Units Scale Factor Converg.
 GW2632;SPC VA S     - 1,096,145.095 3,395,656.475   MT  0.99994997   -0 42 48.0
 GW2632;SPC VA S     - 3,596,269.37 11,140,582.95   sFT  0.99994997   -0 42 48.0
 GW2632;UTM  17      - 4,117,199.095   617,567.342   MT  0.99977027   +0 48 03.2
 GW2632
 GW2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2632!SPC VA S     -   0.99995435  x   0.99994997  =   0.99990432
 GW2632!UTM  17      -   0.99995435  x   0.99977027  =   0.99972463
 GW2632
 GW2632                          SUPERSEDED SURVEY CONTROL
 GW2632
 GW2632  ELLIP H (09/08/95)  290.99   (m)                       GP(       ) 4 2
 GW2632  NAD 83(1993)-  37 11 37.86926(N)    079 40 31.16941(W) AD(       ) 1
 GW2632  NAD 83(1986)-  37 11 37.87460(N)    079 40 31.18193(W) AD(       ) 1
 GW2632  NGVD 29 (07/01/93)  323.4    (m)         1061.     (f) GPS OBS        
 GW2632
 GW2632.Superseded values are not recommended for survey control.
 GW2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2632.See file dsdata.txt to determine how the superseded data were derived.
 GW2632
 GW2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1756717199(NAD 83)
 GW2632_MARKER: DD = SURVEY DISK
 GW2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2632_SP_SET: CONCRETE POST
 GW2632_STAMPING: 060
 GW2632_MARK LOGO: VA-019
 GW2632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2632+STABILITY: SURFACE MOTION
 GW2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2632+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2632
 GW2632  HISTORY     - Date     Condition        Report By
 GW2632  HISTORY     - 1992     MONUMENTED       MSI
 GW2632
 GW2632                          STATION DESCRIPTION
 GW2632
 GW2632'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2632'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.5
 GW2632'MI (0.8 KM) EAST OF DIAMOND HILL AND APPROXIMATELY 3.5 MI (5.6 KM)
 GW2632'WEST OF MONETA ON THE NORTH SIDE OF S.R. 655.
 GW2632'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 750 AND S.R. 655,
 GW2632'PROCEED EAST 0.5 MI (0.8 KM) ALONG S.R. 655 TO THE STATION ON THE
 GW2632'LEFT NEAR A POWER POLE.
 GW2632'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2632'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2632'STAMPED 060.  THE DISK IS LOCATED 33.0 FT (10.1 M) NORTH OF THE
 GW2632'CENTERLINE OF S.R. 665, 59.4 FT (18.1 M) SOUTH OF POWER POLE NUMBER
 GW2632'138-66-20, AND 28.0 FT (8.5 M) EAST OF THE NORTH END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2633 ***********************************************************************
 GW2633  DESIGNATION -  BEDFORD 061
 GW2633  PID         -  GW2633
 GW2633  STATE/COUNTY-  VA/FRANKLIN
 GW2633  USGS QUAD   -  GOODVIEW (1985)
 GW2633
 GW2633                         *CURRENT SURVEY CONTROL
 GW2633  ___________________________________________________________________
 GW2633* NAD 83(1993)-  37 07 39.12751(N)    079 39 58.45379(W)     ADJUSTED  
 GW2633* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 GW2633  ___________________________________________________________________
 GW2633  X           -     913,350.719 (meters)                     COMP
 GW2633  Y           -  -5,009,063.981 (meters)                     COMP
 GW2633  Z           -   3,828,831.566 (meters)                     COMP
 GW2633  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GW2633  ELLIP HEIGHT-         238.94  (meters)          (05/17/02) GPS OBS
 GW2633  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW2633
 GW2633  HORZ ORDER  -  FIRST
 GW2633  ELLP ORDER  -  FOURTH    CLASS II
 GW2633
 GW2633.The horizontal coordinates were established by GPS observations
 GW2633.and adjusted by the National Geodetic Survey in September 1995..
 GW2633
 GW2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2633
 GW2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2633
 GW2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2633
 GW2633.The ellipsoidal height was determined by GPS observations
 GW2633.and is referenced to NAD 83.
 GW2633
 GW2633.The geoid height was determined by GEOID03.
 GW2633
 GW2633;                    North         East     Units Scale Factor Converg.
 GW2633;SPC VA S     - 1,088,776.070 3,396,372.306   MT  0.99995412   -0 42 28.1
 GW2633;SPC VA S     - 3,572,092.82 11,142,931.47   sFT  0.99995412   -0 42 28.1
 GW2633;UTM  17      - 4,109,852.875   618,477.405   MT  0.99977292   +0 48 18.5
 GW2633
 GW2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2633!SPC VA S     -   0.99996250  x   0.99995412  =   0.99991663
 GW2633!UTM  17      -   0.99996250  x   0.99977292  =   0.99973543
 GW2633
 GW2633                          SUPERSEDED SURVEY CONTROL
 GW2633
 GW2633  ELLIP H (09/08/95)  239.01   (m)                       GP(       ) 4 2
 GW2633  NAD 83(1986)-  37 07 39.13254(N)    079 39 58.46640(W) AD(       ) 1
 GW2633  NGVD 29 (07/01/93)  271.4    (m)          890.     (f) GPS OBS        
 GW2633
 GW2633.Superseded values are not recommended for survey control.
 GW2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2633.See file dsdata.txt to determine how the superseded data were derived.
 GW2633
 GW2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1847709853(NAD 83)
 GW2633_MARKER: DD = SURVEY DISK
 GW2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2633_SP_SET: CONCRETE POST
 GW2633_STAMPING: 061
 GW2633_MARK LOGO: VA-019
 GW2633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2633+STABILITY: SURFACE MOTION
 GW2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2633+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2633
 GW2633  HISTORY     - Date     Condition        Report By
 GW2633  HISTORY     - 1992     MONUMENTED       MSI
 GW2633
 GW2633                          STATION DESCRIPTION
 GW2633
 GW2633'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2633'THE STATION IS LOCATED IN FRANKLIN COUNTY, VIRGINIA, APPROXIMATELY 5
 GW2633'MI (8.0 KM) SOUTHWEST OF MONETA AND APPROXIMATELY 4 MI (6.4 KM) EAST
 GW2633'OF THE BOOKER T. WASHINGTON NATIONAL MONUMENT.
 GW2633'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 666 AT
 GW2633'EPWORTH CHURCH, PROCEED EAST 0.8 MI (1.3 KM) ALONG S.R. 666 TO THE
 GW2633'INTERSECTION WITH S.R. 978.  CONTINUE EAST 0.9 MI (1.4 KM) ALONG S.R.
 GW2633'666 TO THE STATION ON THE RIGHT NEAR A CEMETARY.
 GW2633'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2633'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2633'STAMPED 061. THE DISK IS LOCATED 25.8 FT (7.9 M) SOUTH OF THE
 GW2633'CENTERLINE OF S.R. 666, 50.8 FT (15.5 M) NORTHEAST OF THE NORTHEAST
 GW2633'CORNER OF THE STONEWALL OF THE CEMETARY, AND 115.0 FT (35.1 M)
 GW2633'SOUTHWEST OF POWER POLE 429-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2634 ***********************************************************************
 GW2634  DESIGNATION -  BEDFORD 062
 GW2634  PID         -  GW2634
 GW2634  STATE/COUNTY-  VA/BEDFORD
 GW2634  USGS QUAD   -  GOODVIEW (1985)
 GW2634
 GW2634                         *CURRENT SURVEY CONTROL
 GW2634  ___________________________________________________________________
 GW2634* NAD 83(1993)-  37 09 13.44833(N)    079 39 38.33879(W)     ADJUSTED  
 GW2634* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 GW2634  ___________________________________________________________________
 GW2634  X           -     913,523.341 (meters)                     COMP
 GW2634  Y           -  -5,007,243.584 (meters)                     COMP
 GW2634  Z           -   3,831,146.356 (meters)                     COMP
 GW2634  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GW2634  ELLIP HEIGHT-         233.65  (meters)          (05/17/02) GPS OBS
 GW2634  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW2634
 GW2634  HORZ ORDER  -  FIRST
 GW2634  ELLP ORDER  -  FOURTH    CLASS II
 GW2634
 GW2634.The horizontal coordinates were established by GPS observations
 GW2634.and adjusted by the National Geodetic Survey in September 1995..
 GW2634
 GW2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2634
 GW2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2634
 GW2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2634
 GW2634.The ellipsoidal height was determined by GPS observations
 GW2634.and is referenced to NAD 83.
 GW2634
 GW2634.The geoid height was determined by GEOID03.
 GW2634
 GW2634;                    North         East     Units Scale Factor Converg.
 GW2634;SPC VA S     - 1,091,677.304 3,396,904.513   MT  0.99995232   -0 42 15.9
 GW2634;SPC VA S     - 3,581,611.29 11,144,677.56   sFT  0.99995232   -0 42 15.9
 GW2634;UTM  17      - 4,112,766.628   618,932.731   MT  0.99977425   +0 48 32.4
 GW2634
 GW2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2634!SPC VA S     -   0.99996333  x   0.99995232  =   0.99991566
 GW2634!UTM  17      -   0.99996333  x   0.99977425  =   0.99973759
 GW2634
 GW2634                          SUPERSEDED SURVEY CONTROL
 GW2634
 GW2634  ELLIP H (09/08/95)  233.72   (m)                       GP(       ) 4 2
 GW2634  NAD 83(1986)-  37 09 13.45338(N)    079 39 38.35140(W) AD(       ) 1
 GW2634  NGVD 29 (07/01/93)  266.1    (m)          873.     (f) GPS OBS        
 GW2634
 GW2634.Superseded values are not recommended for survey control.
 GW2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2634.See file dsdata.txt to determine how the superseded data were derived.
 GW2634
 GW2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1893312767(NAD 83)
 GW2634_MARKER: DD = SURVEY DISK
 GW2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2634_SP_SET: CONCRETE POST
 GW2634_STAMPING: 062
 GW2634_MARK LOGO: VA-019
 GW2634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2634+STABILITY: SURFACE MOTION
 GW2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2634+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2634
 GW2634  HISTORY     - Date     Condition        Report By
 GW2634  HISTORY     - 1992     MONUMENTED       MSI
 GW2634
 GW2634                          STATION DESCRIPTION
 GW2634
 GW2634'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2634'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2634'MI (2.4 KM) SOUTHWEST OF HENDRICKS STORE ON THE NORTHWEST SIDE OF
 GW2634'S.R. 122.
 GW2634'TO REACH THE STATION FROM THE BEDFORD/FRANKLIN COUNTY BOUNDARY AT THE
 GW2634'HALES FORD BRIDGE, PROCEED NORTHEAST 0.7 MI (1.1 KM) ALONG S.R. 122
 GW2634'TO THE STATION ON THE LEFT.
 GW2634'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2634'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2634'STAMPED 062.  THE DISK IS LOCATED 27.0 FT (8.2 M) NORTHWEST OF THE
 GW2634'CENTERLINE OF S.R. 122, 96.0 FT (29.3 M) SOUTH OF POWER POLE 405-15,
 GW2634'AND 124.0 FT (37.8 M) NORTH OF THE POWER POLE 405-19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2635 ***********************************************************************
 GW2635  DESIGNATION -  BEDFORD 063
 GW2635  PID         -  GW2635
 GW2635  STATE/COUNTY-  VA/BEDFORD
 GW2635  USGS QUAD   -  GOODVIEW (1985)
 GW2635
 GW2635                         *CURRENT SURVEY CONTROL
 GW2635  ___________________________________________________________________
 GW2635* NAD 83(1993)-  37 09 49.68512(N)    079 38 23.45394(W)     ADJUSTED  
 GW2635* NAVD 88     -       304.0    (meters)     997.     (feet)  VERTCON   
 GW2635  ___________________________________________________________________
 GW2635  X           -     915,225.296 (meters)                     COMP
 GW2635  Y           -  -5,006,277.767 (meters)                     COMP
 GW2635  Z           -   3,832,059.765 (meters)                     COMP
 GW2635  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GW2635  ELLIP HEIGHT-         271.86  (meters)          (05/17/02) GPS OBS
 GW2635  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW2635
 GW2635  HORZ ORDER  -  FIRST
 GW2635  ELLP ORDER  -  FOURTH    CLASS II
 GW2635
 GW2635.The horizontal coordinates were established by GPS observations
 GW2635.and adjusted by the National Geodetic Survey in September 1995..
 GW2635
 GW2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2635
 GW2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2635
 GW2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2635
 GW2635.The ellipsoidal height was determined by GPS observations
 GW2635.and is referenced to NAD 83.
 GW2635
 GW2635.The geoid height was determined by GEOID03.
 GW2635
 GW2635;                    North         East     Units Scale Factor Converg.
 GW2635;SPC VA S     - 1,092,771.762 3,398,765.603   MT  0.99995169   -0 41 30.5
 GW2635;SPC VA S     - 3,585,202.02 11,150,783.48   sFT  0.99995169   -0 41 30.5
 GW2635;UTM  17      - 4,113,909.659   620,763.944   MT  0.99977965   +0 49 18.3
 GW2635
 GW2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2635!SPC VA S     -   0.99995734  x   0.99995169  =   0.99990903
 GW2635!UTM  17      -   0.99995734  x   0.99977965  =   0.99973700
 GW2635
 GW2635                          SUPERSEDED SURVEY CONTROL
 GW2635
 GW2635  ELLIP H (09/08/95)  271.93   (m)                       GP(       ) 4 2
 GW2635  NAD 83(1986)-  37 09 49.69032(N)    079 38 23.46657(W) AD(       ) 1
 GW2635  NGVD 29 (07/01/93)  304.3    (m)          998.     (f) GPS OBS        
 GW2635
 GW2635.Superseded values are not recommended for survey control.
 GW2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2635.See file dsdata.txt to determine how the superseded data were derived.
 GW2635
 GW2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2076413910(NAD 83)
 GW2635_MARKER: DD = SURVEY DISK
 GW2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2635_SP_SET: CONCRETE POST
 GW2635_STAMPING: 063
 GW2635_MARK LOGO: VA-019
 GW2635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2635+STABILITY: SURFACE MOTION
 GW2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2635+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2635
 GW2635  HISTORY     - Date     Condition        Report By
 GW2635  HISTORY     - 1992     MONUMENTED       MSI
 GW2635
 GW2635                          STATION DESCRIPTION
 GW2635
 GW2635'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2635'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, AT HENDRICKS STORE
 GW2635'AND APPROXIMATELY 2 MI (3.2 KM) SOUTHWEST OF MONETA ON THE SOUTH SIDE
 GW2635'OF S.R. 122.
 GW2635'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 655
 GW2635'SOUTH, PROCEED SOUTHWEST 0.2 MI (0.3 KM) ALONG S.R. 122 TO THE
 GW2635'STATION ON THE LEFT ACROSS FROM WESTERN LIGHT CHURCH.
 GW2635'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2635'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2635'STAMPED 063.  THE DISK IS LOCATED 28.0 FT (8.5 M) SOUTH OF THE
 GW2635'CENTERLINE OF S.R. 122, 26.5 FT (8.1 M) NORTH OF POWER POLE 405-134,
 GW2635'AND 212 FT (64.6 M) EAST OF A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2636 ***********************************************************************
 GW2636  DESIGNATION -  BEDFORD 064
 GW2636  PID         -  GW2636
 GW2636  STATE/COUNTY-  VA/BEDFORD
 GW2636  USGS QUAD   -  GOODVIEW (1985)
 GW2636
 GW2636                         *CURRENT SURVEY CONTROL
 GW2636  ___________________________________________________________________
 GW2636* NAD 83(1993)-  37 10 30.65722(N)    079 37 35.28877(W)     ADJUSTED  
 GW2636* NAVD 88     -       290.1    (meters)     952.     (feet)  VERTCON   
 GW2636  ___________________________________________________________________
 GW2636  X           -     916,254.879 (meters)                     COMP
 GW2636  Y           -  -5,005,302.320 (meters)                     COMP
 GW2636  Z           -   3,833,057.891 (meters)                     COMP
 GW2636  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 GW2636  ELLIP HEIGHT-         257.94  (meters)          (05/17/02) GPS OBS
 GW2636  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW2636
 GW2636  HORZ ORDER  -  FIRST
 GW2636  ELLP ORDER  -  FOURTH    CLASS II
 GW2636
 GW2636.The horizontal coordinates were established by GPS observations
 GW2636.and adjusted by the National Geodetic Survey in September 1995..
 GW2636
 GW2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2636
 GW2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2636
 GW2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2636
 GW2636.The ellipsoidal height was determined by GPS observations
 GW2636.and is referenced to NAD 83.
 GW2636
 GW2636.The geoid height was determined by GEOID03.
 GW2636
 GW2636;                    North         East     Units Scale Factor Converg.
 GW2636;SPC VA S     - 1,094,020.436 3,399,968.878   MT  0.99995100   -0 41 01.3
 GW2636;SPC VA S     - 3,589,298.71 11,154,731.23   sFT  0.99995100   -0 41 01.3
 GW2636;UTM  17      - 4,115,189.464   621,933.616   MT  0.99978315   +0 49 48.2
 GW2636
 GW2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2636!SPC VA S     -   0.99995952  x   0.99995100  =   0.99991053
 GW2636!UTM  17      -   0.99995952  x   0.99978315  =   0.99974268
 GW2636
 GW2636:                Primary Azimuth Mark                     Grid Az
 GW2636:SPC VA S     -  BEDFORD 065                              038 57 22.7
 GW2636:UTM  17      -  BEDFORD 065                              037 26 33.2
 GW2636
 GW2636|---------------------------------------------------------------------|
 GW2636| PID    Reference Object                     Distance      Geod. Az  |
 GW2636|                                                           dddmmss.s |
 GW2636| GW2637 BEDFORD 065                         APPROX. 1.1 KM 0381621.4 |
 GW2636|---------------------------------------------------------------------|
 GW2636
 GW2636                          SUPERSEDED SURVEY CONTROL
 GW2636
 GW2636  ELLIP H (09/08/95)  258.01   (m)                       GP(       ) 4 2
 GW2636  NAD 83(1986)-  37 10 30.66252(N)    079 37 35.30142(W) AD(       ) 1
 GW2636  NGVD 29 (07/01/93)  290.3    (m)          952.     (f) GPS OBS        
 GW2636
 GW2636.Superseded values are not recommended for survey control.
 GW2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2636.See file dsdata.txt to determine how the superseded data were derived.
 GW2636
 GW2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2193415189(NAD 83)
 GW2636_MARKER: DD = SURVEY DISK
 GW2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2636_SP_SET: CONCRETE POST
 GW2636_STAMPING: 064
 GW2636_MARK LOGO: VA-019
 GW2636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2636+STABILITY: SURFACE MOTION
 GW2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2636+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2636
 GW2636  HISTORY     - Date     Condition        Report By
 GW2636  HISTORY     - 1992     MONUMENTED       MSI
 GW2636
 GW2636                          STATION DESCRIPTION
 GW2636
 GW2636'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2636'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.5
 GW2636'MI (0.8 KM) SOUTHWEST OF MONETA ON THE NORTH SIDE OF S.R. 122.
 GW2636'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 608
 GW2636'SOUTH, PROCEED SOUTHWEST 0.6 MI (1.0 KM) ALONG S.R. 122 TO THE
 GW2636'STATION ON THE RIGHT BESIDE AN OPEN FIELD.
 GW2636'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2636'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2636'STAMPED 064.  THE DISK IS LOCATED 21.4 FT (6.5 M) NORTH OF THE
 GW2636'CENTERLINE OF S.R. 122, 83.5 FT (25.5 M) WEST OF POWER POLE 105, AND
 GW2636'80.5 FT (24.5 M) EAST OF THE CENTERLINE OF THE GRAVEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2637 ***********************************************************************
 GW2637  DESIGNATION -  BEDFORD 065
 GW2637  PID         -  GW2637
 GW2637  STATE/COUNTY-  VA/BEDFORD
 GW2637  USGS QUAD   -  MONETA (1982)
 GW2637
 GW2637                         *CURRENT SURVEY CONTROL
 GW2637  ___________________________________________________________________
 GW2637* NAD 83(1993)-  37 10 58.59700(N)    079 37 07.73720(W)     ADJUSTED  
 GW2637* NAVD 88     -       263.5    (meters)     864.     (feet)  VERTCON   
 GW2637  ___________________________________________________________________
 GW2637  X           -     916,825.833 (meters)                     COMP
 GW2637  Y           -  -5,004,647.041 (meters)                     COMP
 GW2637  Z           -   3,833,728.113 (meters)                     COMP
 GW2637  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 GW2637  ELLIP HEIGHT-         231.35  (meters)          (05/17/02) GPS OBS
 GW2637  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW2637
 GW2637  HORZ ORDER  -  FIRST
 GW2637  ELLP ORDER  -  FOURTH    CLASS II
 GW2637
 GW2637.The horizontal coordinates were established by GPS observations
 GW2637.and adjusted by the National Geodetic Survey in September 1995..
 GW2637
 GW2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2637
 GW2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2637
 GW2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2637
 GW2637.The ellipsoidal height was determined by GPS observations
 GW2637.and is referenced to NAD 83.
 GW2637
 GW2637.The geoid height was determined by GEOID03.
 GW2637
 GW2637;                    North         East     Units Scale Factor Converg.
 GW2637;SPC VA S     - 1,094,873.580 3,400,658.663   MT  0.99995056   -0 40 44.5
 GW2637;SPC VA S     - 3,592,097.74 11,156,994.30   sFT  0.99995056   -0 40 44.5
 GW2637;UTM  17      - 4,116,060.388   622,600.511   MT  0.99978516   +0 50 05.4
 GW2637
 GW2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2637!SPC VA S     -   0.99996370  x   0.99995056  =   0.99991426
 GW2637!UTM  17      -   0.99996370  x   0.99978516  =   0.99974886
 GW2637
 GW2637:                Primary Azimuth Mark                     Grid Az
 GW2637:SPC VA S     -  BEDFORD 064                              218 57 22.5
 GW2637:UTM  17      -  BEDFORD 064                              217 26 32.6
 GW2637
 GW2637|---------------------------------------------------------------------|
 GW2637| PID    Reference Object                     Distance      Geod. Az  |
 GW2637|                                                           dddmmss.s |
 GW2637| GW2636 BEDFORD 064                         APPROX. 1.1 KM 2181638.0 |
 GW2637|---------------------------------------------------------------------|
 GW2637
 GW2637                          SUPERSEDED SURVEY CONTROL
 GW2637
 GW2637  ELLIP H (09/08/95)  231.42   (m)                       GP(       ) 4 2
 GW2637  NAD 83(1993)-  37 10 58.59695(N)    079 37 07.73728(W) AD(       ) 1
 GW2637  NAD 83(1986)-  37 10 58.60232(N)    079 37 07.74986(W) AD(       ) 1
 GW2637  NGVD 29 (07/01/93)  263.7    (m)          865.     (f) GPS OBS        
 GW2637
 GW2637.Superseded values are not recommended for survey control.
 GW2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2637.See file dsdata.txt to determine how the superseded data were derived.
 GW2637
 GW2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2260116060(NAD 83)
 GW2637_MARKER: DD = SURVEY DISK
 GW2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2637_SP_SET: CONCRETE POST
 GW2637_STAMPING: 065
 GW2637_MARK LOGO: VA-019
 GW2637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2637+STABILITY: SURFACE MOTION
 GW2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2637+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2637
 GW2637  HISTORY     - Date     Condition        Report By
 GW2637  HISTORY     - 1992     MONUMENTED       MSI
 GW2637
 GW2637                          STATION DESCRIPTION
 GW2637
 GW2637'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2637'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, NEAR THE TOWN OF
 GW2637'MONETA ON THE NORTHEAST SIDE OF S.R. 608.
 GW2637'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 608
 GW2637'NORTH, PROCEED NORTH 0.1 MI (0.2 KM) ALONG S.R. 608 TO THE STATION ON
 GW2637'THE RIGHT.
 GW2637'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2637'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2637'STAMPED 065.  THE DISK IS LOCATED 15.5 FT (4.7 M) EAST OF THE
 GW2637'CENTERLINE OF S.R. 608, 100.4 FT (30.6 M) SOUTH OF POWER POLE
 GW2637'382-175, AND 68.2 FT (20.8 M) SOUTHEAST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2638 ***********************************************************************
 GW2638  DESIGNATION -  BEDFORD 066
 GW2638  PID         -  GW2638
 GW2638  STATE/COUNTY-  VA/BEDFORD
 GW2638  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2638
 GW2638                         *CURRENT SURVEY CONTROL
 GW2638  ___________________________________________________________________
 GW2638* NAD 83(1993)-  37 05 55.74472(N)    079 37 26.05494(W)     ADJUSTED  
 GW2638* NAVD 88     -       252.7    (meters)     829.     (feet)  VERTCON   
 GW2638  ___________________________________________________________________
 GW2638  X           -     917,395.151 (meters)                     COMP
 GW2638  Y           -  -5,010,265.044 (meters)                     COMP
 GW2638  Z           -   3,826,278.895 (meters)                     COMP
 GW2638  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 GW2638  ELLIP HEIGHT-         220.58  (meters)          (05/17/02) GPS OBS
 GW2638  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2638
 GW2638  HORZ ORDER  -  FIRST
 GW2638  ELLP ORDER  -  FOURTH    CLASS II
 GW2638
 GW2638.The horizontal coordinates were established by GPS observations
 GW2638.and adjusted by the National Geodetic Survey in September 1995..
 GW2638
 GW2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2638
 GW2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2638
 GW2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2638
 GW2638.The ellipsoidal height was determined by GPS observations
 GW2638.and is referenced to NAD 83.
 GW2638
 GW2638.The geoid height was determined by GEOID03.
 GW2638
 GW2638;                    North         East     Units Scale Factor Converg.
 GW2638;SPC VA S     - 1,085,543.758 3,400,095.746   MT  0.99995633   -0 40 55.7
 GW2638;SPC VA S     - 3,561,488.15 11,155,147.46   sFT  0.99995633   -0 40 55.7
 GW2638;UTM  17      - 4,106,720.530   622,284.199   MT  0.99978421   +0 49 48.5
 GW2638
 GW2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2638!SPC VA S     -   0.99996539  x   0.99995633  =   0.99992172
 GW2638!UTM  17      -   0.99996539  x   0.99978421  =   0.99974960
 GW2638
 GW2638                          SUPERSEDED SURVEY CONTROL
 GW2638
 GW2638  ELLIP H (09/08/95)  220.65   (m)                       GP(       ) 4 2
 GW2638  NAD 83(1986)-  37 05 55.75006(N)    079 37 26.06761(W) AD(       ) 1
 GW2638  NGVD 29 (07/01/93)  252.9    (m)          830.     (f) GPS OBS        
 GW2638
 GW2638.Superseded values are not recommended for survey control.
 GW2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2638.See file dsdata.txt to determine how the superseded data were derived.
 GW2638
 GW2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2228406721(NAD 83)
 GW2638_MARKER: DD = SURVEY DISK
 GW2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2638_SP_SET: CONCRETE POST
 GW2638_STAMPING: 066
 GW2638_MARK LOGO: VA-019
 GW2638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2638+STABILITY: SURFACE MOTION
 GW2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2638+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2638
 GW2638  HISTORY     - Date     Condition        Report By
 GW2638  HISTORY     - 1992     MONUMENTED       MSI
 GW2638  HISTORY     - 19971115 GOOD             USPSQD
 GW2638
 GW2638                          STATION DESCRIPTION
 GW2638
 GW2638'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2638'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2638'(9.7 KM) SOUTH OF MONETA AND APPROXIMATELY 2 MI (3.2 KM) WEST OF
 GW2638'SMITH MOUNTAIN LAKE PARK ON THE EAST SIDE OF S.R. 655.
 GW2638'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 654 AND S.R. 655,
 GW2638'PROCEED SOUTH 3.3 MI (5.3 KM) ALONG S.R. 655 TO THE STATION ON THE
 GW2638'LEFT NEAR A PUMP STATION BUILDING.
 GW2638'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2638'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2638'STAMPED 066.  THE DISK IS LOCATED 18.5 FT (5.6 M) EAST OF THE
 GW2638'CENTERLINE OF S.R. 655, 54.6 FT (16.6 M) WEST OF THE NORTHWEST CORNER
 GW2638'OF THE PUMP STATION BUILDING, AND 30.0 FT (9.1 M) NORTH OF THE
 GW2638'CENTERLINE OF THE GRAVEL DRIVEWAY WHICH LEADS TO THE PUMP STATION.
 GW2638
 GW2638                          STATION RECOVERY (1997)
 GW2638
 GW2638'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2639 ***********************************************************************
 GW2639  DESIGNATION -  BEDFORD 067
 GW2639  PID         -  GW2639
 GW2639  STATE/COUNTY-  VA/BEDFORD
 GW2639  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2639
 GW2639                         *CURRENT SURVEY CONTROL
 GW2639  ___________________________________________________________________
 GW2639* NAD 83(1993)-  37 07 06.17027(N)    079 36 37.23091(W)     ADJUSTED  
 GW2639* NAVD 88     -       248.8    (meters)     816.     (feet)  VERTCON   
 GW2639  ___________________________________________________________________
 GW2639  X           -     918,344.291 (meters)                     COMP
 GW2639  Y           -  -5,008,756.257 (meters)                     COMP
 GW2639  Z           -   3,828,007.999 (meters)                     COMP
 GW2639  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 GW2639  ELLIP HEIGHT-         216.67  (meters)          (05/17/02) GPS OBS
 GW2639  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW2639
 GW2639  HORZ ORDER  -  FIRST
 GW2639  ELLP ORDER  -  FOURTH    CLASS II
 GW2639
 GW2639.The horizontal coordinates were established by GPS observations
 GW2639.and adjusted by the National Geodetic Survey in September 1995..
 GW2639
 GW2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2639
 GW2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2639
 GW2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2639
 GW2639.The ellipsoidal height was determined by GPS observations
 GW2639.and is referenced to NAD 83.
 GW2639
 GW2639.The geoid height was determined by GEOID03.
 GW2639
 GW2639;                    North         East     Units Scale Factor Converg.
 GW2639;SPC VA S     - 1,087,700.302 3,401,326.776   MT  0.99995480   -0 40 26.0
 GW2639;SPC VA S     - 3,568,563.41 11,159,186.26   sFT  0.99995480   -0 40 26.0
 GW2639;UTM  17      - 4,108,908.444   623,457.680   MT  0.99978776   +0 50 19.4
 GW2639
 GW2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2639!SPC VA S     -   0.99996600  x   0.99995480  =   0.99992080
 GW2639!UTM  17      -   0.99996600  x   0.99978776  =   0.99975377
 GW2639
 GW2639                          SUPERSEDED SURVEY CONTROL
 GW2639
 GW2639  ELLIP H (09/08/95)  216.74   (m)                       GP(       ) 4 2
 GW2639  NAD 83(1986)-  37 07 06.17564(N)    079 36 37.24358(W) AD(       ) 1
 GW2639  NGVD 29 (07/01/93)  249.0    (m)          817.     (f) GPS OBS        
 GW2639
 GW2639.Superseded values are not recommended for survey control.
 GW2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2639.See file dsdata.txt to determine how the superseded data were derived.
 GW2639
 GW2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2345808908(NAD 83)
 GW2639_MARKER: DD = SURVEY DISK
 GW2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2639_SP_SET: CONCRETE POST
 GW2639_STAMPING: 0067
 GW2639_MARK LOGO: VA-019
 GW2639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2639+STABILITY: SURFACE MOTION
 GW2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2639+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2639
 GW2639  HISTORY     - Date     Condition        Report By
 GW2639  HISTORY     - 1992     MONUMENTED       MSI
 GW2639  HISTORY     - 19971115 GOOD             USPSQD
 GW2639
 GW2639                          STATION DESCRIPTION
 GW2639
 GW2639'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2639'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2639'MI (2.4 KM) SOUTHEAST OF RADFORD ON THE EAST SIDE OF S.R. 835.
 GW2639'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 608 AND S.R. 835,
 GW2639'PROCEED SOUTHWEST 2.0 MI (3.2 KM) ALONG S.R. 835 TO THE STATION ON
 GW2639'THE LEFT NEAR A CULVERT.
 GW2639'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2639'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2639'STAMPED 067.  THE DISK IS LOCATED 13.0 FT (4.0 M) EAST OF THE
 GW2639'CENTERLINE OF S.R. 835, 37.3 FT (11.4 M) NORTH OF THE EAST END OF THE
 GW2639'CULVERT AND 79.5 FT (24.2 M) EAST OF POWER POLE 133-52-21.
 GW2639
 GW2639                          STATION RECOVERY (1997)
 GW2639
 GW2639'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2640 ***********************************************************************
 GW2640  DESIGNATION -  BEDFORD 068
 GW2640  PID         -  GW2640
 GW2640  STATE/COUNTY-  VA/BEDFORD
 GW2640  USGS QUAD   -  MONETA (1982)
 GW2640
 GW2640                         *CURRENT SURVEY CONTROL
 GW2640  ___________________________________________________________________
 GW2640* NAD 83(1993)-  37 08 00.06160(N)    079 35 50.02747(W)     ADJUSTED  
 GW2640* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 GW2640  ___________________________________________________________________
 GW2640  X           -     919,317.520 (meters)                     COMP
 GW2640  Y           -  -5,007,603.649 (meters)                     COMP
 GW2640  Z           -   3,829,366.511 (meters)                     COMP
 GW2640  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 GW2640  ELLIP HEIGHT-         272.75  (meters)          (05/17/02) GPS OBS
 GW2640  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2640
 GW2640  HORZ ORDER  -  FIRST
 GW2640  ELLP ORDER  -  FOURTH    CLASS II
 GW2640
 GW2640.The horizontal coordinates were established by GPS observations
 GW2640.and adjusted by the National Geodetic Survey in September 1995..
 GW2640
 GW2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2640
 GW2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2640
 GW2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2640
 GW2640.The ellipsoidal height was determined by GPS observations
 GW2640.and is referenced to NAD 83.
 GW2640
 GW2640.The geoid height was determined by GEOID03.
 GW2640
 GW2640;                    North         East     Units Scale Factor Converg.
 GW2640;SPC VA S     - 1,089,347.840 3,402,511.267   MT  0.99995371   -0 39 57.4
 GW2640;SPC VA S     - 3,573,968.71 11,163,072.38   sFT  0.99995371   -0 39 57.4
 GW2640;UTM  17      - 4,110,586.401   624,598.077   MT  0.99979124   +0 50 48.9
 GW2640
 GW2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2640!SPC VA S     -   0.99995720  x   0.99995371  =   0.99991091
 GW2640!UTM  17      -   0.99995720  x   0.99979124  =   0.99974845
 GW2640
 GW2640:                Primary Azimuth Mark                     Grid Az
 GW2640:SPC VA S     -  BEDFORD 069                              015 14 50.9
 GW2640:UTM  17      -  BEDFORD 069                              013 44 04.6
 GW2640
 GW2640|---------------------------------------------------------------------|
 GW2640| PID    Reference Object                     Distance      Geod. Az  |
 GW2640|                                                           dddmmss.s |
 GW2640| GW2641 BEDFORD 069                         APPROX. 1.7 KM 0143453.5 |
 GW2640|---------------------------------------------------------------------|
 GW2640
 GW2640                          SUPERSEDED SURVEY CONTROL
 GW2640
 GW2640  ELLIP H (09/08/95)  272.82   (m)                       GP(       ) 4 2
 GW2640  NAD 83(1986)-  37 08 00.06698(N)    079 35 50.04014(W) AD(       ) 1
 GW2640  NGVD 29 (07/01/93)  305.1    (m)         1001.     (f) GPS OBS        
 GW2640
 GW2640.Superseded values are not recommended for survey control.
 GW2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2640.See file dsdata.txt to determine how the superseded data were derived.
 GW2640
 GW2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2459810586(NAD 83)
 GW2640_MARKER: DD = SURVEY DISK
 GW2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2640_SP_SET: CONCRETE POST
 GW2640_STAMPING: 068
 GW2640_MARK LOGO: VA-019
 GW2640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2640+STABILITY: SURFACE MOTION
 GW2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2640+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2640
 GW2640  HISTORY     - Date     Condition        Report By
 GW2640  HISTORY     - 1992     MONUMENTED       MSI
 GW2640  HISTORY     - 19971115 GOOD             USPSQD
 GW2640
 GW2640                          STATION DESCRIPTION
 GW2640
 GW2640'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2640'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2640'MI (2.4 KM) EAST OF RADFORD AND APPROXIMATELY 3.5 MI (5.6 KM) SOUTH
 GW2640'OF MONETA ON THE WEST SIDE OF S.R. 836.
 GW2640'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 654 AND S.R. 836,
 GW2640'PROCEED SOUTH 0.8 MI (1.3 KM) ALONG S.R. 836 TO THE STATION ON THE
 GW2640'RIGHT NEAR THE ENTRANCE OF LONG GRAVEL DRIVEWAY.
 GW2640'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2640'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2640'STAMPED 068.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF A WITNESS
 GW2640'POST, 20.5 FT (6.2 M) WEST OF THE CENTERLINE OF S.R. 836, 26.0 FT
 GW2640'(7.9 M) NORTH OF A TELEPHONE BOX NUMBER 48-15, AND 67.5 FT (20.6 M)
 GW2640'NORTHEAST OF TELEPHONE BOX 48-58.
 GW2640
 GW2640                          STATION RECOVERY (1997)
 GW2640
 GW2640'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2641 ***********************************************************************
 GW2641  DESIGNATION -  BEDFORD 069
 GW2641  PID         -  GW2641
 GW2641  STATE/COUNTY-  VA/BEDFORD
 GW2641  USGS QUAD   -  MONETA (1982)
 GW2641
 GW2641                         *CURRENT SURVEY CONTROL
 GW2641  ___________________________________________________________________
 GW2641* NAD 83(1993)-  37 08 54.84069(N)    079 35 32.22564(W)     ADJUSTED  
 GW2641* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 GW2641  ___________________________________________________________________
 GW2641  X           -     919,567.880 (meters)                     COMP
 GW2641  Y           -  -5,006,534.374 (meters)                     COMP
 GW2641  Z           -   3,830,722.726 (meters)                     COMP
 GW2641  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 GW2641  ELLIP HEIGHT-         289.29  (meters)          (05/17/02) GPS OBS
 GW2641  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW2641
 GW2641  HORZ ORDER  -  FIRST
 GW2641  ELLP ORDER  -  FOURTH    CLASS II
 GW2641
 GW2641.The horizontal coordinates were established by GPS observations
 GW2641.and adjusted by the National Geodetic Survey in September 1995..
 GW2641
 GW2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2641
 GW2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2641
 GW2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2641
 GW2641.The ellipsoidal height was determined by GPS observations
 GW2641.and is referenced to NAD 83.
 GW2641
 GW2641.The geoid height was determined by GEOID03.
 GW2641
 GW2641;                    North         East     Units Scale Factor Converg.
 GW2641;SPC VA S     - 1,091,031.274 3,402,970.143   MT  0.99995266   -0 39 46.6
 GW2641;SPC VA S     - 3,579,491.77 11,164,577.88   sFT  0.99995266   -0 39 46.6
 GW2641;UTM  17      - 4,112,281.091   625,012.278   MT  0.99979252   +0 51 00.7
 GW2641
 GW2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2641!SPC VA S     -   0.99995460  x   0.99995266  =   0.99990727
 GW2641!UTM  17      -   0.99995460  x   0.99979252  =   0.99974713
 GW2641
 GW2641:                Primary Azimuth Mark                     Grid Az
 GW2641:SPC VA S     -  BEDFORD 068                              195 14 50.8
 GW2641:UTM  17      -  BEDFORD 068                              193 44 03.5
 GW2641
 GW2641|---------------------------------------------------------------------|
 GW2641| PID    Reference Object                     Distance      Geod. Az  |
 GW2641|                                                           dddmmss.s |
 GW2641| GW2640 BEDFORD 068                         APPROX. 1.7 KM 1943504.2 |
 GW2641|---------------------------------------------------------------------|
 GW2641
 GW2641                          SUPERSEDED SURVEY CONTROL
 GW2641
 GW2641  ELLIP H (09/08/95)  289.36   (m)                       GP(       ) 4 2
 GW2641  NAD 83(1993)-  37 08 54.84049(N)    079 35 32.22580(W) AD(       ) 1
 GW2641  NAD 83(1986)-  37 08 54.84611(N)    079 35 32.23830(W) AD(       ) 1
 GW2641  NGVD 29 (07/01/93)  321.6    (m)         1055.     (f) GPS OBS        
 GW2641
 GW2641.Superseded values are not recommended for survey control.
 GW2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2641.See file dsdata.txt to determine how the superseded data were derived.
 GW2641
 GW2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2501212281(NAD 83)
 GW2641_MARKER: DD = SURVEY DISK
 GW2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2641_SP_SET: CONCRETE POST
 GW2641_STAMPING: 069
 GW2641_MARK LOGO: VA-019
 GW2641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2641+STABILITY: SURFACE MOTION
 GW2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2641+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2641
 GW2641  HISTORY     - Date     Condition        Report By
 GW2641  HISTORY     - 1992     MONUMENTED       MSI
 GW2641
 GW2641                          STATION DESCRIPTION
 GW2641
 GW2641'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2641'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2641'(3.2 KM) EAST OF RADFORD AND APPROXIMATELY 2.5 MI (4.0 KM) SOUTHEAST
 GW2641'OF MONETA ON THE NORTH SIDE OF S.R. 654.
 GW2641'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 654 AND S.R. 655
 GW2641'SOUTH, PROCEED NORTHEAST 1.7 MI (2.7 KM) ALONG S.R. 654 TO THE
 GW2641'STATION ON THE LEFT AT THE INTERSECTION WITH S.R. 608.
 GW2641'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2641'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2641'STAMPED 069.  THE DISK IS LOCATED 1.3 FT (0.4 M) SOUTHWEST OF A
 GW2641'WITNESS POST, 47.0 FT (14.3 M) NORTH OF THE CENTERLINE OF S.R. 654,
 GW2641'36.6 FT (11.2 M) EAST OF THE CENTERLINE OF S.R. 608, AND 91.6 FT
 GW2641'(27.9 M) EAST OF POWER POLE NUMBER 133-23-44 ON THE WEST SIDE OF S.R.
 GW2641'608.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2642 ***********************************************************************
 GW2642  DESIGNATION -  BEDFORD 070
 GW2642  PID         -  GW2642
 GW2642  STATE/COUNTY-  VA/BEDFORD
 GW2642  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2642
 GW2642                         *CURRENT SURVEY CONTROL
 GW2642  ___________________________________________________________________
 GW2642* NAD 83(1993)-  37 04 44.55213(N)    079 36 54.26948(W)     ADJUSTED  
 GW2642* NAVD 88     -       252.7    (meters)     829.     (feet)  VERTCON   
 GW2642  ___________________________________________________________________
 GW2642  X           -     918,405.813 (meters)                     COMP
 GW2642  Y           -  -5,011,425.514 (meters)                     COMP
 GW2642  Z           -   3,824,528.136 (meters)                     COMP
 GW2642  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GW2642  ELLIP HEIGHT-         220.60  (meters)          (05/17/02) GPS OBS
 GW2642  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW2642
 GW2642  HORZ ORDER  -  FIRST
 GW2642  ELLP ORDER  -  FOURTH    CLASS II
 GW2642
 GW2642.The horizontal coordinates were established by GPS observations
 GW2642.and adjusted by the National Geodetic Survey in September 1995..
 GW2642
 GW2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2642
 GW2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2642
 GW2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2642
 GW2642.The ellipsoidal height was determined by GPS observations
 GW2642.and is referenced to NAD 83.
 GW2642
 GW2642.The geoid height was determined by GEOID03.
 GW2642
 GW2642;                    North         East     Units Scale Factor Converg.
 GW2642;SPC VA S     - 1,083,340.002 3,400,854.627   MT  0.99995800   -0 40 36.4
 GW2642;SPC VA S     - 3,554,257.99 11,157,637.22   sFT  0.99995800   -0 40 36.4
 GW2642;UTM  17      - 4,104,537.942   623,100.827   MT  0.99978668   +0 50 06.4
 GW2642
 GW2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2642!SPC VA S     -   0.99996538  x   0.99995800  =   0.99992338
 GW2642!UTM  17      -   0.99996538  x   0.99978668  =   0.99975207
 GW2642
 GW2642                          SUPERSEDED SURVEY CONTROL
 GW2642
 GW2642  ELLIP H (09/08/95)  220.66   (m)                       GP(       ) 4 2
 GW2642  NAD 83(1986)-  37 04 44.55747(N)    079 36 54.28213(W) AD(       ) 1
 GW2642  NGVD 29 (07/01/93)  252.9    (m)          830.     (f) GPS OBS        
 GW2642
 GW2642.Superseded values are not recommended for survey control.
 GW2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2642.See file dsdata.txt to determine how the superseded data were derived.
 GW2642
 GW2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2310104538(NAD 83)
 GW2642_MARKER: DD = SURVEY DISK
 GW2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2642_SP_SET: CONCRETE POST
 GW2642_STAMPING: 070
 GW2642_MARK LOGO: VA-019
 GW2642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2642+STABILITY: SURFACE MOTION
 GW2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2642+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 GW2642
 GW2642  HISTORY     - Date     Condition        Report By
 GW2642  HISTORY     - 1992     MONUMENTED       MSI
 GW2642  HISTORY     - 19971115 GOOD             USPSQD
 GW2642  HISTORY     - 20020818 GOOD             USPSQD
 GW2642  HISTORY     - 20030914 GOOD             USPSQD
 GW2642  HISTORY     - 20060827 GOOD             USPSQD
 GW2642
 GW2642                          STATION DESCRIPTION
 GW2642
 GW2642'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2642'THE STATION IS LOCATED IN BEDFORD COUTNY, VIRGINIA, AT SMITH MOUNTAIN
 GW2642'LAKE PARK APPROXIMATELY 1.5 MI (2.4 KM) SOUTHEAST OF THE PARK GATE AT
 GW2642'THE END OF THE ROAD THAT LEADS TO THE VISITOR CENTER.
 GW2642'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 608 NORTH AND S.R.
 GW2642'626 PROCEED SOUTH 2.3 MI (3.7 KM) ALONG S.R. 626 TO THE INTERSECTION
 GW2642'WITH THE PARK ENTRANCE ROAD.  TURN RIGHT AND GO EAST 0.3 MI (0.5 KM)
 GW2642'ALONG THE PARK ENTRANCE ROAD, PAST THE GATE, TO AN INTERSECTION. TURN
 GW2642'LEFT AND HEAD SOUTH 1.7 MI (2.7 KM) ALONG THE ROAD LEADING TO THE
 GW2642'VISITOR CENTER TO THE STATION ON THE GRASS LAWN BETWEEN THE NORTHERN
 GW2642'AND SOUTHERN PARKING LOTS.
 GW2642'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2642'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2642'STAMPED 070.  THE DISK IS LOCATED 68.5 FT (20.9 M) SOUTH OF THE
 GW2642'SOUTH EDGE OF PAVEMENT OF THE NORTHERN PARKING LOT, 90.5 FT (27.6 M)
 GW2642'EAST OF A 10 INCH JUNIPER TREE, 59.3 FT (18.1 M) NORTHEAST OF A 10
 GW2642'INCH JUNIPER TREE, 115.0 FT (35.1 M) WEST OF THE 10 INCH CEDAR TREE,
 GW2642'AND APPROXIMATELY 200 FT (61.0 M) EAST OF NORTHEASTERN CORNER OF THE
 GW2642'VISITOR CENTER BUILDING.
 GW2642
 GW2642                          STATION RECOVERY (1997)
 GW2642
 GW2642'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2642'RECOVERED IN GOOD CONDITION.
 GW2642
 GW2642                          STATION RECOVERY (2002)
 GW2642
 GW2642'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 GW2642'DICRIPTION SHOULD READ 'GO WEST ON PARK ENTRANCE ROAD FROM INTER
 GW2642'SECTION WITH SR 626.
 GW2642
 GW2642                          STATION RECOVERY (2003)
 GW2642
 GW2642'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW2642'RECOVERED IN GOOD CONDITION.
 GW2642
 GW2642                          STATION RECOVERY (2006)
 GW2642
 GW2642'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2643 ***********************************************************************
 GW2643  DESIGNATION -  BEDFORD 071
 GW2643  PID         -  GW2643
 GW2643  STATE/COUNTY-  VA/BEDFORD
 GW2643  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2643
 GW2643                         *CURRENT SURVEY CONTROL
 GW2643  ___________________________________________________________________
 GW2643* NAD 83(1993)-  37 06 58.82242(N)    079 34 14.03618(W)     ADJUSTED  
 GW2643* NAVD 88     -       302.5    (meters)     992.     (feet)  VERTCON   
 GW2643  ___________________________________________________________________
 GW2643  X           -     921,853.799 (meters)                     COMP
 GW2643  Y           -  -5,008,294.148 (meters)                     COMP
 GW2643  Z           -   3,827,859.838 (meters)                     COMP
 GW2643  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GW2643  ELLIP HEIGHT-         270.48  (meters)          (05/17/02) GPS OBS
 GW2643  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW2643
 GW2643  HORZ ORDER  -  FIRST
 GW2643  ELLP ORDER  -  FOURTH    CLASS II
 GW2643
 GW2643.The horizontal coordinates were established by GPS observations
 GW2643.and adjusted by the National Geodetic Survey in September 1995..
 GW2643
 GW2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2643
 GW2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2643
 GW2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2643
 GW2643.The ellipsoidal height was determined by GPS observations
 GW2643.and is referenced to NAD 83.
 GW2643
 GW2643.The geoid height was determined by GEOID03.
 GW2643
 GW2643;                    North         East     Units Scale Factor Converg.
 GW2643;SPC VA S     - 1,087,432.978 3,404,858.871   MT  0.99995496   -0 38 59.1
 GW2643;SPC VA S     - 3,567,686.36 11,170,774.48   sFT  0.99995496   -0 38 59.1
 GW2643;UTM  17      - 4,108,734.473   626,995.029   MT  0.99979867   +0 51 45.7
 GW2643
 GW2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2643!SPC VA S     -   0.99995756  x   0.99995496  =   0.99991252
 GW2643!UTM  17      -   0.99995756  x   0.99979867  =   0.99975623
 GW2643
 GW2643                          SUPERSEDED SURVEY CONTROL
 GW2643
 GW2643  ELLIP H (09/08/95)  270.54   (m)                       GP(       ) 4 2
 GW2643  NAD 83(1986)-  37 06 58.82789(N)    079 34 14.04882(W) AD(       ) 1
 GW2643  NGVD 29 (07/01/93)  302.8    (m)          993.     (f) GPS OBS        
 GW2643
 GW2643.Superseded values are not recommended for survey control.
 GW2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2643.See file dsdata.txt to determine how the superseded data were derived.
 GW2643
 GW2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2699508734(NAD 83)
 GW2643_MARKER: DD = SURVEY DISK
 GW2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2643_SP_SET: CONCRETE POST
 GW2643_STAMPING: 071
 GW2643_MARK LOGO: VA-019
 GW2643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2643+STABILITY: SURFACE MOTION
 GW2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2643+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2643
 GW2643  HISTORY     - Date     Condition        Report By
 GW2643  HISTORY     - 1992     MONUMENTED       MSI
 GW2643  HISTORY     - 19971115 GOOD             USPSQD
 GW2643
 GW2643                          STATION DESCRIPTION
 GW2643
 GW2643'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2643'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2643'(8.0 KM) SOUTHEAST OF MONETA IN THE SOUTHWEST CORNER OF THE
 GW2643'INTERSECTION OF S.R. 626 AND S.R. 608.
 GW2643'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 608
 GW2643'SOUTH IN MONETA, PROCEED SOUTH 6.0 MI (9.7 KM) ALONG S.R. 608 TO THE
 GW2643'STATION ON THE RIGHT AT THE INTERSECTION WITH S.R. 626.
 GW2643'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2643'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2643'STAMPED 071.  THE DISK IS LOCATED 51.0 FT (15.5 M) SOUTHWEST OF THE
 GW2643'WESTERN TIP OF THE TRAFFIC ISLAND, 36.5 FT (11.1 M) SOUTH OF THE
 GW2643'CENTERLINE OF S.R. 608, AND 59.0 FT (18.0 M) WEST OF THE CENTERLINE
 GW2643'OF S.R. 626.
 GW2643
 GW2643                          STATION RECOVERY (1997)
 GW2643
 GW2643'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2644 ***********************************************************************
 GW2644  DESIGNATION -  BEDFORD 072
 GW2644  PID         -  GW2644
 GW2644  STATE/COUNTY-  VA/BEDFORD
 GW2644  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2644
 GW2644                         *CURRENT SURVEY CONTROL
 GW2644  ___________________________________________________________________
 GW2644* NAD 83(1993)-  37 04 54.52889(N)    079 34 25.28687(W)     ADJUSTED  
 GW2644* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 GW2644  ___________________________________________________________________
 GW2644  X           -     921,994.286 (meters)                     COMP
 GW2644  Y           -  -5,010,592.491 (meters)                     COMP
 GW2644  Z           -   3,824,784.287 (meters)                     COMP
 GW2644  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GW2644  ELLIP HEIGHT-         238.47  (meters)          (05/17/02) GPS OBS
 GW2644  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2644
 GW2644  HORZ ORDER  -  FIRST
 GW2644  ELLP ORDER  -  FOURTH    CLASS II
 GW2644
 GW2644.The horizontal coordinates were established by GPS observations
 GW2644.and adjusted by the National Geodetic Survey in September 1995..
 GW2644
 GW2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2644
 GW2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2644
 GW2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2644
 GW2644.The ellipsoidal height was determined by GPS observations
 GW2644.and is referenced to NAD 83.
 GW2644
 GW2644.The geoid height was determined by GEOID03.
 GW2644
 GW2644;                    North         East     Units Scale Factor Converg.
 GW2644;SPC VA S     - 1,083,604.872 3,404,537.571   MT  0.99995776   -0 39 05.9
 GW2644;SPC VA S     - 3,555,126.98 11,169,720.35   sFT  0.99995776   -0 39 05.9
 GW2644;UTM  17      - 4,104,899.827   626,774.892   MT  0.99979799   +0 51 36.4
 GW2644
 GW2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2644!SPC VA S     -   0.99996258  x   0.99995776  =   0.99992034
 GW2644!UTM  17      -   0.99996258  x   0.99979799  =   0.99976058
 GW2644
 GW2644                          SUPERSEDED SURVEY CONTROL
 GW2644
 GW2644  ELLIP H (09/08/95)  238.54   (m)                       GP(       ) 4 2
 GW2644  NAD 83(1986)-  37 04 54.53433(N)    079 34 25.29951(W) AD(       ) 1
 GW2644  NGVD 29 (07/01/93)  270.8    (m)          888.     (f) GPS OBS        
 GW2644
 GW2644.Superseded values are not recommended for survey control.
 GW2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2644.See file dsdata.txt to determine how the superseded data were derived.
 GW2644
 GW2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2677504900(NAD 83)
 GW2644_MARKER: DD = SURVEY DISK
 GW2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2644_SP_SET: CONCRETE POST
 GW2644_STAMPING: 072
 GW2644_MARK LOGO: VA-019
 GW2644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2644+STABILITY: SURFACE MOTION
 GW2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2644+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 GW2644
 GW2644  HISTORY     - Date     Condition        Report By
 GW2644  HISTORY     - 1992     MONUMENTED       MSI
 GW2644  HISTORY     - 19971115 GOOD             USPSQD
 GW2644  HISTORY     - 20020818 GOOD             USPSQD
 GW2644  HISTORY     - 20030914 GOOD             USPSQD
 GW2644  HISTORY     - 20060827 GOOD             USPSQD
 GW2644
 GW2644                          STATION DESCRIPTION
 GW2644
 GW2644'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2644'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2644'(6.4 KM) SOUTHWEST OF DUNDEE AND APPROXIMATELY 1 MI (1.6 KM)
 GW2644'SOUTHEAST OF THE SMITH MOUNTAIN LAKE PARK GATE ON THE SOUTH SIDE OF
 GW2644'S.R. 1300 (AUTUMN DRIVE).
 GW2644'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 626 AND S.R. 608
 GW2644'NORTH, PROCEED SOUTH 2.6 MI (4.2 KM) ALONG S.R. 626 TO THE
 GW2644'INTERSECTION WITH S.R. 1300 (AUTUMN DRIVE).  TURN LEFT AND PROCEED
 GW2644'EAST 0.6 MI (1.0 KM) ALONG S.R. 1300 TO THE STATION ON THE RIGHT AT
 GW2644'THE INTERSECTION WITH SPRING DRIVE.
 GW2644'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2644'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2644'STAMPED 072.  THE DISK IS LOCATED 105.0 FT (32.0 M) SOUTHWEST OF
 GW2644'POWER POLE 132-5-7, 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE OF S.R.
 GW2644'1300, AND 26.0 FT (7.9 M) WEST OF THE CENTERLINE OF SPRING DRIVE.
 GW2644
 GW2644                          STATION RECOVERY (1997)
 GW2644
 GW2644'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2644'RECOVERED IN GOOD CONDITION.
 GW2644
 GW2644                          STATION RECOVERY (2002)
 GW2644
 GW2644'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 GW2644'RECOVERED IN GOOD CONDITION.
 GW2644
 GW2644                          STATION RECOVERY (2003)
 GW2644
 GW2644'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW2644'RECOVERED IN GOOD CONDITION.
 GW2644
 GW2644                          STATION RECOVERY (2006)
 GW2644
 GW2644'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2645 ***********************************************************************
 GW2645  DESIGNATION -  BEDFORD 073
 GW2645  PID         -  GW2645
 GW2645  STATE/COUNTY-  VA/BEDFORD
 GW2645  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2645
 GW2645                         *CURRENT SURVEY CONTROL
 GW2645  ___________________________________________________________________
 GW2645* NAD 83(1993)-  37 03 58.69710(N)    079 34 51.35365(W)     ADJUSTED  
 GW2645* NAVD 88     -       261.6    (meters)     858.     (feet)  VERTCON   
 GW2645  ___________________________________________________________________
 GW2645  X           -     921,547.422 (meters)                     COMP
 GW2645  Y           -  -5,011,722.459 (meters)                     COMP
 GW2645  Z           -   3,823,405.600 (meters)                     COMP
 GW2645  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GW2645  ELLIP HEIGHT-         229.51  (meters)          (05/17/02) GPS OBS
 GW2645  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW2645
 GW2645  HORZ ORDER  -  FIRST
 GW2645  ELLP ORDER  -  FOURTH    CLASS II
 GW2645
 GW2645.The horizontal coordinates were established by GPS observations
 GW2645.and adjusted by the National Geodetic Survey in September 1995..
 GW2645
 GW2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2645
 GW2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2645
 GW2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2645
 GW2645.The ellipsoidal height was determined by GPS observations
 GW2645.and is referenced to NAD 83.
 GW2645
 GW2645.The geoid height was determined by GEOID03.
 GW2645
 GW2645;                    North         East     Units Scale Factor Converg.
 GW2645;SPC VA S     - 1,081,891.248 3,403,874.112   MT  0.99995914   -0 39 21.8
 GW2645;SPC VA S     - 3,549,504.87 11,167,543.65   sFT  0.99995914   -0 39 21.8
 GW2645;UTM  17      - 4,103,169.577   626,156.969   MT  0.99979606   +0 51 19.6
 GW2645
 GW2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2645!SPC VA S     -   0.99996398  x   0.99995914  =   0.99992313
 GW2645!UTM  17      -   0.99996398  x   0.99979606  =   0.99976005
 GW2645
 GW2645                          SUPERSEDED SURVEY CONTROL
 GW2645
 GW2645  ELLIP H (09/08/95)  229.58   (m)                       GP(       ) 4 2
 GW2645  NAD 83(1986)-  37 03 58.70253(N)    079 34 51.36629(W) AD(       ) 1
 GW2645  NGVD 29 (07/01/93)  261.8    (m)          859.     (f) GPS OBS        
 GW2645
 GW2645.Superseded values are not recommended for survey control.
 GW2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2645.See file dsdata.txt to determine how the superseded data were derived.
 GW2645
 GW2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2615703170(NAD 83)
 GW2645_MARKER: DD = SURVEY DISK
 GW2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2645_SP_SET: CONCRETE POST
 GW2645_STAMPING: 073
 GW2645_MARK LOGO: VA-019
 GW2645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2645+STABILITY: SURFACE MOTION
 GW2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2645+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 GW2645
 GW2645  HISTORY     - Date     Condition        Report By
 GW2645  HISTORY     - 1992     MONUMENTED       MSI
 GW2645  HISTORY     - 19971115 GOOD             USPSQD
 GW2645  HISTORY     - 20020818 MARK NOT FOUND   USPSQD
 GW2645  HISTORY     - 20030914 GOOD             USPSQD
 GW2645  HISTORY     - 20060827 GOOD             USPSQD
 GW2645
 GW2645                          STATION DESCRIPTION
 GW2645
 GW2645'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2645'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2645'(8.0 KM) SOUTHWEST OF DUNDEE AND APPROXIMATELY 2 MI (3.2 KM)
 GW2645'SOUTHEAST OF THE SMITH MOUNTAIN LAKE PARK GATE ON THE WEST SIDE OF
 GW2645'S.R. 626.
 GW2645'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 626 AND S.R. 608
 GW2645'NORTH, PROCEED SOUTH 4.0 MI (6.4 KM) ALONG S.R. 626 TO THE STATION ON
 GW2645'THE RIGHT NEAR THE INTERSECTION WITH S.R. 1301.
 GW2645'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2645'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2645'STAMPED 073.  THE DISK IS LOCATED 2.5 FT (0.8 M) SOUTH OF A WITNESS
 GW2645'POST, 23.5 FT (7.2 M) SOUTHWEST OF POWER POLE 132-24-19, 17.0 FT
 GW2645'(5.2 M) NORTH OF THE CENTERLINE OF S.R. 1301, AND 62.0 FT (18.9 M)
 GW2645'WEST OF THE INTERSECTION OF THE CENTERLINES OF S.R. 1301 AND S.R. 626.
 GW2645
 GW2645                          STATION RECOVERY (1997)
 GW2645
 GW2645'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2645'RECOVERED IN GOOD CONDITION.
 GW2645
 GW2645                          STATION RECOVERY (2002)
 GW2645
 GW2645'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 GW2645'SITE APPEARS TO MAVE BEEN PAVED OVER. WITNESS POST IS MISSING.
 GW2645
 GW2645                          STATION RECOVERY (2003)
 GW2645
 GW2645'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW2645'RECOVERED IN GOOD CONDITION.
 GW2645
 GW2645                          STATION RECOVERY (2006)
 GW2645
 GW2645'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2646 ***********************************************************************
 GW2646  DESIGNATION -  BEDFORD 074
 GW2646  PID         -  GW2646
 GW2646  STATE/COUNTY-  VA/BEDFORD
 GW2646  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2646
 GW2646                         *CURRENT SURVEY CONTROL
 GW2646  ___________________________________________________________________
 GW2646* NAD 83(1993)-  37 02 55.40961(N)    079 35 04.34680(W)     ADJUSTED  
 GW2646* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 GW2646  ___________________________________________________________________
 GW2646  X           -     921,441.740 (meters)                     COMP
 GW2646  Y           -  -5,012,923.076 (meters)                     COMP
 GW2646  Z           -   3,821,838.007 (meters)                     COMP
 GW2646  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 GW2646  ELLIP HEIGHT-         211.94  (meters)          (05/17/02) GPS OBS
 GW2646  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2646
 GW2646  HORZ ORDER  -  FIRST
 GW2646  ELLP ORDER  -  FOURTH    CLASS II
 GW2646
 GW2646.The horizontal coordinates were established by GPS observations
 GW2646.and adjusted by the National Geodetic Survey in September 1995..
 GW2646
 GW2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2646
 GW2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2646
 GW2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2646
 GW2646.The ellipsoidal height was determined by GPS observations
 GW2646.and is referenced to NAD 83.
 GW2646
 GW2646.The geoid height was determined by GEOID03.
 GW2646
 GW2646;                    North         East     Units Scale Factor Converg.
 GW2646;SPC VA S     - 1,079,944.146 3,403,530.751   MT  0.99996079   -0 39 29.6
 GW2646;SPC VA S     - 3,543,116.75 11,166,417.14   sFT  0.99996079   -0 39 29.6
 GW2646;UTM  17      - 4,101,214.418   625,865.129   MT  0.99979516   +0 51 10.5
 GW2646
 GW2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2646!SPC VA S     -   0.99996674  x   0.99996079  =   0.99992753
 GW2646!UTM  17      -   0.99996674  x   0.99979516  =   0.99976191
 GW2646
 GW2646                          SUPERSEDED SURVEY CONTROL
 GW2646
 GW2646  ELLIP H (09/08/95)  212.01   (m)                       GP(       ) 4 2
 GW2646  NAD 83(1986)-  37 02 55.41503(N)    079 35 04.35942(W) AD(       ) 1
 GW2646  NGVD 29 (07/01/93)  244.2    (m)          801.     (f) GPS OBS        
 GW2646
 GW2646.Superseded values are not recommended for survey control.
 GW2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2646.See file dsdata.txt to determine how the superseded data were derived.
 GW2646
 GW2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2586501214(NAD 83)
 GW2646_MARKER: DD = SURVEY DISK
 GW2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2646_SP_SET: CONCRETE POST
 GW2646_STAMPING: 074
 GW2646_MARK LOGO: VA-019
 GW2646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2646+STABILITY: SURFACE MOTION
 GW2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2646+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2646
 GW2646  HISTORY     - Date     Condition        Report By
 GW2646  HISTORY     - 1992     MONUMENTED       MSI
 GW2646  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GW2646
 GW2646                          STATION DESCRIPTION
 GW2646
 GW2646'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2646'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2646'(9.7 KM) SOUTHWEST OF DUNDEE AND APPROXIMATELY 3 MI (4.8 KM) SOUTH OF
 GW2646'THE SMITH MOUNTAIN LAKE PARK GATE ON THE WEST SIDE OF S.R. 626.
 GW2646'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 626 AND S.R. 608
 GW2646'NORTH, PROCEED SOUTH 5.5 MI (8.9 KM) ALONG S.R. 626 TO THE STATION ON
 GW2646'THE RIGHT AT THE END OF THE STATE ROAD BESIDE THE CUL DE SAC.
 GW2646'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2646'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2646'STAMPED 074.  THE DISK IS LOCATED 84.0 FT (25.6 M) NORTHWEST OF
 GW2646'POWER POLE 132-44-2, 34.0 FT (10.4 M) WEST OF THE CENTERLINE OF S.R.
 GW2646'626, AND 86.0 FT (26.2 M) NORTH OF THE WESTERN MOST OF TWO GATE
 GW2646'POSTS.
 GW2646
 GW2646                          STATION RECOVERY (1997)
 GW2646
 GW2646'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2647 ***********************************************************************
 GW2647  DESIGNATION -  BEDFORD 075
 GW2647  PID         -  GW2647
 GW2647  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2647  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2647
 GW2647                         *CURRENT SURVEY CONTROL
 GW2647  ___________________________________________________________________
 GW2647* NAD 83(1993)-  37 01 59.86478(N)    079 35 40.09277(W)     ADJUSTED  
 GW2647* NAVD 88     -       260.9    (meters)     856.     (feet)  VERTCON   
 GW2647  ___________________________________________________________________
 GW2647  X           -     920,761.721 (meters)                     COMP
 GW2647  Y           -  -5,014,110.501 (meters)                     COMP
 GW2647  Z           -   3,820,481.381 (meters)                     COMP
 GW2647  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 GW2647  ELLIP HEIGHT-         228.85  (meters)          (05/17/02) GPS OBS
 GW2647  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW2647
 GW2647  HORZ ORDER  -  FIRST
 GW2647  ELLP ORDER  -  FOURTH    CLASS II
 GW2647
 GW2647.The horizontal coordinates were established by GPS observations
 GW2647.and adjusted by the National Geodetic Survey in September 1995..
 GW2647
 GW2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2647
 GW2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2647
 GW2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2647
 GW2647.The ellipsoidal height was determined by GPS observations
 GW2647.and is referenced to NAD 83.
 GW2647
 GW2647.The geoid height was determined by GEOID03.
 GW2647
 GW2647;                    North         East     Units Scale Factor Converg.
 GW2647;SPC VA S     - 1,078,242.221 3,402,627.723   MT  0.99996231   -0 39 51.3
 GW2647;SPC VA S     - 3,537,533.02 11,163,454.45   sFT  0.99996231   -0 39 51.3
 GW2647;UTM  17      - 4,099,489.561   625,007.437   MT  0.99979251   +0 50 47.9
 GW2647
 GW2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2647!SPC VA S     -   0.99996409  x   0.99996231  =   0.99992640
 GW2647!UTM  17      -   0.99996409  x   0.99979251  =   0.99975660
 GW2647
 GW2647                          SUPERSEDED SURVEY CONTROL
 GW2647
 GW2647  ELLIP H (09/08/95)  228.92   (m)                       GP(       ) 4 2
 GW2647  NAD 83(1986)-  37 01 59.87021(N)    079 35 40.10540(W) AD(       ) 1
 GW2647  NGVD 29 (07/01/93)  261.2    (m)          857.     (f) GPS OBS        
 GW2647
 GW2647.Superseded values are not recommended for survey control.
 GW2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2647.See file dsdata.txt to determine how the superseded data were derived.
 GW2647
 GW2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2500799490(NAD 83)
 GW2647_MARKER: DD = SURVEY DISK
 GW2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2647_SP_SET: CONCRETE POST
 GW2647_STAMPING: 075
 GW2647_MARK LOGO: VA-019
 GW2647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2647+STABILITY: SURFACE MOTION
 GW2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2647+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2647
 GW2647  HISTORY     - Date     Condition        Report By
 GW2647  HISTORY     - 1992     MONUMENTED       MSI
 GW2647
 GW2647                          STATION DESCRIPTION
 GW2647
 GW2647'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2647'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 GW2647'3 MI (4.8 KM) WEST OF THE SMITH MOUNTAIN LAKE DAM ON THE WEST SIDE OF
 GW2647'S.R. 626.
 GW2647'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 610 AND S.R. 626,
 GW2647'PROCEED NORTH 3.0 MI (4.8 KM) ALONG S.R. 626 TO THE STATION ON THE
 GW2647'LEFT AT THE INTERSECTION WITH S.R. 982.
 GW2647'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2647'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2647'STAMPED 075.  THE DISK IS LOCATED 23.5 FT (7.2 M) NORTHWEST OF THE
 GW2647'CENTERLINE OF S.R. 626, 35.5 FT (10.8 M) SOUTHWEST OF THE CENTERLINE
 GW2647'OF S.R. 982, AND 47.4 FT (14.4 M) SOUTHEAST OF THE POWER POLE 550-33
 GW2647'10-T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2648 ***********************************************************************
 GW2648  DESIGNATION -  BEDFORD 076
 GW2648  PID         -  GW2648
 GW2648  STATE/COUNTY-  VA/BEDFORD
 GW2648  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2648
 GW2648                         *CURRENT SURVEY CONTROL
 GW2648  ___________________________________________________________________
 GW2648* NAD 83(1993)-  37 06 08.30862(N)    079 32 53.06727(W)     ADJUSTED  
 GW2648* NAVD 88     -       300.5    (meters)     986.     (feet)  VERTCON   
 GW2648  ___________________________________________________________________
 GW2648  X           -     923,989.887 (meters)                     COMP
 GW2648  Y           -  -5,008,854.319 (meters)                     COMP
 GW2648  Z           -   3,826,616.727 (meters)                     COMP
 GW2648  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 GW2648  ELLIP HEIGHT-         268.50  (meters)          (05/17/02) GPS OBS
 GW2648  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2648
 GW2648  HORZ ORDER  -  FIRST
 GW2648  ELLP ORDER  -  FOURTH    CLASS II
 GW2648
 GW2648.The horizontal coordinates were established by GPS observations
 GW2648.and adjusted by the National Geodetic Survey in September 1995..
 GW2648
 GW2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2648
 GW2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2648
 GW2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2648
 GW2648.The ellipsoidal height was determined by GPS observations
 GW2648.and is referenced to NAD 83.
 GW2648
 GW2648.The geoid height was determined by GEOID03.
 GW2648
 GW2648;                    North         East     Units Scale Factor Converg.
 GW2648;SPC VA S     - 1,085,853.491 3,406,840.308   MT  0.99995605   -0 38 10.0
 GW2648;SPC VA S     - 3,562,504.33 11,177,275.24   sFT  0.99995605   -0 38 10.0
 GW2648;UTM  17      - 4,107,208.062   629,017.149   MT  0.99980505   +0 52 33.5
 GW2648
 GW2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2648!SPC VA S     -   0.99995787  x   0.99995605  =   0.99991392
 GW2648!UTM  17      -   0.99995787  x   0.99980505  =   0.99976292
 GW2648
 GW2648                          SUPERSEDED SURVEY CONTROL
 GW2648
 GW2648  ELLIP H (09/08/95)  268.57   (m)                       GP(       ) 4 2
 GW2648  NAD 83(1986)-  37 06 08.31412(N)    079 32 53.07989(W) AD(       ) 1
 GW2648  NGVD 29 (07/01/93)  300.8    (m)          987.     (f) GPS OBS        
 GW2648
 GW2648.Superseded values are not recommended for survey control.
 GW2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2648.See file dsdata.txt to determine how the superseded data were derived.
 GW2648
 GW2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2901707208(NAD 83)
 GW2648_MARKER: DD = SURVEY DISK
 GW2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2648_SP_SET: CONCRETE POST
 GW2648_STAMPING: 076
 GW2648_MARK LOGO: VA-019
 GW2648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2648+STABILITY: SURFACE MOTION
 GW2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2648+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2648
 GW2648  HISTORY     - Date     Condition        Report By
 GW2648  HISTORY     - 1992     MONUMENTED       MSI
 GW2648  HISTORY     - 19971115 GOOD             USPSQD
 GW2648
 GW2648                          STATION DESCRIPTION
 GW2648
 GW2648'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2648'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2648'(3.2 KM) WEST OF DUNDEE ON THE WEST SIDE OF S.R. 608.
 GW2648'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 608 SOUTH AND S.R.
 GW2648'626, PROCEED SOUTHEAST 1.9 MI (3.1 KM) ALONG S.R. 608 TO THE STATION
 GW2648'ON THE RIGHT IN A GRASSY FIELD.
 GW2648'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2648'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2648'STAMPED 076.  THE DISK IS LOCATED 43.0 FT (13.1 M) WEST OF THE
 GW2648'CENTERLINE OF S.R. 608, 365 FT (111.3 M) NORTH OF THE CENTERLINE OF A
 GW2648'GRAVEL DRIVEWAY LEADING TO NO. 134 (O.B.JOHNSON), AND 134 FT
 GW2648'(40.8 M) SOUTHEAST OF THE WOODS LINE AT CEDAR BUSH.
 GW2648
 GW2648                          STATION RECOVERY (1997)
 GW2648
 GW2648'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2649 ***********************************************************************
 GW2649  DESIGNATION -  BEDFORD 077
 GW2649  PID         -  GW2649
 GW2649  STATE/COUNTY-  VA/BEDFORD
 GW2649  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2649
 GW2649                         *CURRENT SURVEY CONTROL
 GW2649  ___________________________________________________________________
 GW2649* NAD 83(1993)-  37 04 47.11356(N)    079 32 02.40462(W)     ADJUSTED  
 GW2649* NAVD 88     -       288.5    (meters)     947.     (feet)  VERTCON   
 GW2649  ___________________________________________________________________
 GW2649  X           -     925,492.612 (meters)                     COMP
 GW2649  Y           -  -5,010,102.275 (meters)                     COMP
 GW2649  Z           -   3,824,612.762 (meters)                     COMP
 GW2649  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GW2649  ELLIP HEIGHT-         256.47  (meters)          (05/17/02) GPS OBS
 GW2649  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2649
 GW2649  HORZ ORDER  -  FIRST
 GW2649  ELLP ORDER  -  FOURTH    CLASS II
 GW2649
 GW2649.The horizontal coordinates were established by GPS observations
 GW2649.and adjusted by the National Geodetic Survey in September 1995..
 GW2649
 GW2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2649
 GW2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2649
 GW2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2649
 GW2649.The ellipsoidal height was determined by GPS observations
 GW2649.and is referenced to NAD 83.
 GW2649
 GW2649.The geoid height was determined by GEOID03.
 GW2649
 GW2649;                    North         East     Units Scale Factor Converg.
 GW2649;SPC VA S     - 1,083,336.906 3,408,063.740   MT  0.99995794   -0 37 39.2
 GW2649;SPC VA S     - 3,554,247.83 11,181,289.12   sFT  0.99995794   -0 37 39.2
 GW2649;UTM  17      - 4,104,725.004   630,306.358   MT  0.99980917   +0 53 02.4
 GW2649
 GW2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2649!SPC VA S     -   0.99995975  x   0.99995794  =   0.99991770
 GW2649!UTM  17      -   0.99995975  x   0.99980917  =   0.99976893
 GW2649
 GW2649                          SUPERSEDED SURVEY CONTROL
 GW2649
 GW2649  ELLIP H (09/08/95)  256.54   (m)                       GP(       ) 4 2
 GW2649  NAD 83(1986)-  37 04 47.11906(N)    079 32 02.41723(W) AD(       ) 1
 GW2649  NGVD 29 (07/01/93)  288.7    (m)          947.     (f) GPS OBS        
 GW2649
 GW2649.Superseded values are not recommended for survey control.
 GW2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2649.See file dsdata.txt to determine how the superseded data were derived.
 GW2649
 GW2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3030604725(NAD 83)
 GW2649_MARKER: DD = SURVEY DISK
 GW2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2649_SP_SET: CONCRETE POST
 GW2649_STAMPING: 077
 GW2649_MARK LOGO: VA-019
 GW2649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2649+STABILITY: SURFACE MOTION
 GW2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2649+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2649
 GW2649  HISTORY     - Date     Condition        Report By
 GW2649  HISTORY     - 1992     MONUMENTED       MSI
 GW2649  HISTORY     - 19971115 GOOD             USPSQD
 GW2649
 GW2649                          STATION DESCRIPTION
 GW2649
 GW2649'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2649'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2649'MI (4.0 KM) SOUTH OF DUNDEE AND 2.5 MI (4.0 KM) NORTH OF THE SMITH
 GW2649'MOUNTAIN LAKE DAM ON THE SOUTH SIDE OF S.R. 734.
 GW2649'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 608 AND S.R. 734,
 GW2649'PROCEED SOUTHWEST 0.3 MI (0.5 KM) ALONG S.R. 734 TO THE STATION ON
 GW2649'THE LEFT UNDERNEATH THE HIGH TENSION POWER LINE.
 GW2649'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2649'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2649'STAMPED 077.  THE DISK IS LOCATED 60.0 SOUTHEAST OF THE NORTHEAST
 GW2649'LEG OF POWER LINE STRUCTURE, 61.3 FT (18.7 M) SOUTHEAST OF THE
 GW2649'SOUTHEAST LEG OF THE POWER LINE STRUCTURE, AND 9.5 FT (2.9 M)
 GW2649'SOUTHEAST OF THE EASTERN EDGE OF PAVEMENT.
 GW2649
 GW2649                          STATION RECOVERY (1997)
 GW2649
 GW2649'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2650 ***********************************************************************
 GW2650  DESIGNATION -  BEDFORD 078
 GW2650  PID         -  GW2650
 GW2650  STATE/COUNTY-  VA/BEDFORD
 GW2650  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2650
 GW2650                         *CURRENT SURVEY CONTROL
 GW2650  ___________________________________________________________________
 GW2650* NAD 83(1993)-  37 02 56.98868(N)    079 31 36.21846(W)     ADJUSTED  
 GW2650* NAVD 88     -       483.4    (meters)    1586.     (feet)  VERTCON   
 GW2650  ___________________________________________________________________
 GW2650  X           -     926,528.898 (meters)                     COMP
 GW2650  Y           -  -5,012,149.881 (meters)                     COMP
 GW2650  Z           -   3,822,021.158 (meters)                     COMP
 GW2650  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GW2650  ELLIP HEIGHT-         451.44  (meters)          (05/17/02) GPS OBS
 GW2650  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2650
 GW2650  HORZ ORDER  -  FIRST
 GW2650  ELLP ORDER  -  FOURTH    CLASS II
 GW2650
 GW2650.The horizontal coordinates were established by GPS observations
 GW2650.and adjusted by the National Geodetic Survey in September 1995..
 GW2650
 GW2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2650
 GW2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2650
 GW2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2650
 GW2650.The ellipsoidal height was determined by GPS observations
 GW2650.and is referenced to NAD 83.
 GW2650
 GW2650.The geoid height was determined by GEOID03.
 GW2650
 GW2650;                    North         East     Units Scale Factor Converg.
 GW2650;SPC VA S     - 1,079,935.316 3,408,673.542   MT  0.99996075   -0 37 23.3
 GW2650;SPC VA S     - 3,543,087.78 11,183,289.78   sFT  0.99996075   -0 37 23.3
 GW2650;UTM  17      - 4,101,341.183   631,005.554   MT  0.99981142   +0 53 16.0
 GW2650
 GW2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2650!SPC VA S     -   0.99992916  x   0.99996075  =   0.99988991
 GW2650!UTM  17      -   0.99992916  x   0.99981142  =   0.99974059
 GW2650
 GW2650                          SUPERSEDED SURVEY CONTROL
 GW2650
 GW2650  ELLIP H (09/08/95)  451.50   (m)                       GP(       ) 4 2
 GW2650  NAD 83(1986)-  37 02 56.99419(N)    079 31 36.23107(W) AD(       ) 1
 GW2650  NGVD 29 (07/01/93)  483.7    (m)         1587.     (f) GPS OBS        
 GW2650
 GW2650.Superseded values are not recommended for survey control.
 GW2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2650.See file dsdata.txt to determine how the superseded data were derived.
 GW2650
 GW2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3100601341(NAD 83)
 GW2650_MARKER: DD = SURVEY DISK
 GW2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2650_SP_SET: CONCRETE POST
 GW2650_STAMPING: 078
 GW2650_MARK LOGO: VA-019
 GW2650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2650+STABILITY: SURFACE MOTION
 GW2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2650+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2650
 GW2650  HISTORY     - Date     Condition        Report By
 GW2650  HISTORY     - 1992     MONUMENTED       MSI
 GW2650  HISTORY     - 19971115 GOOD             USPSQD
 GW2650
 GW2650                          STATION DESCRIPTION
 GW2650
 GW2650'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2650'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, ON THE NORTH PEAK
 GW2650'OF SMITH MOUNTAIN APPROXIMATELY 1 MI (1.6 KM) NORTHEAST OF THE SMITH
 GW2650'MOUNTAIN LAKE DAM.
 GW2650'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 608 AND S.R. 872,
 GW2650'PROCEED SOUTH 0.7 MI (1.1 KM) ALONG S.R. 608 TO THE INTERSECTION WITH
 GW2650'THE DIRT/GRAVEL ROAD LEADING TO THE NORTH PEAK.  TURN RIGHT AND GO
 GW2650'SOUTHWEST 2.6 MI (4.2 KM) ALONG THIS ROAD TO THE STATION ON THE LEFT
 GW2650'NEAR THE LOOKOUT TOWER.
 GW2650'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2650'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2650'STAMPED 078.  THE DISK IS LOCATED 23.4 FT (7.1 M) WEST OF THE
 GW2650'NORTHEAST CORNER OF FENCE SURROUNDING THE LOOKOUT TOWER, 32.3 FT
 GW2650'(9.8 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE SAME FENCE, 39.7 FT
 GW2650'(12.1 M) SOUTHWEST OF POWER POLE 132-48-11, AND 40.0 FT (12.2 M) EAST
 GW2650'OF POWER POLE 132-48-5.
 GW2650
 GW2650                          STATION RECOVERY (1997)
 GW2650
 GW2650'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2651 ***********************************************************************
 GW2651  DESIGNATION -  BEDFORD 079
 GW2651  PID         -  GW2651
 GW2651  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2651  USGS QUAD   -  SMITH MOUNTAIN DAM (1984)
 GW2651
 GW2651                         *CURRENT SURVEY CONTROL
 GW2651  ___________________________________________________________________
 GW2651* NAD 83(1993)-  37 02 11.69006(N)    079 32 29.36777(W)     ADJUSTED  
 GW2651* NAVD 88     -       574.5    (meters)    1885.     (feet)  VERTCON   
 GW2651  ___________________________________________________________________
 GW2651  X           -     925,403.261 (meters)                     COMP
 GW2651  Y           -  -5,013,287.206 (meters)                     COMP
 GW2651  Z           -   3,820,961.276 (meters)                     COMP
 GW2651  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GW2651  ELLIP HEIGHT-         542.44  (meters)          (05/17/02) GPS OBS
 GW2651  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW2651
 GW2651  HORZ ORDER  -  FIRST
 GW2651  ELLP ORDER  -  FOURTH    CLASS II
 GW2651
 GW2651.The horizontal coordinates were established by GPS observations
 GW2651.and adjusted by the National Geodetic Survey in September 1995..
 GW2651
 GW2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2651
 GW2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2651
 GW2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2651
 GW2651.The ellipsoidal height was determined by GPS observations
 GW2651.and is referenced to NAD 83.
 GW2651
 GW2651.The geoid height was determined by GEOID03.
 GW2651
 GW2651;                    North         East     Units Scale Factor Converg.
 GW2651;SPC VA S     - 1,078,553.403 3,407,344.972   MT  0.99996198   -0 37 55.6
 GW2651;SPC VA S     - 3,538,553.96 11,178,930.96   sFT  0.99996198   -0 37 55.6
 GW2651;UTM  17      - 4,099,924.938   629,714.078   MT  0.99980728   +0 52 43.0
 GW2651
 GW2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2651!SPC VA S     -   0.99991488  x   0.99996198  =   0.99987686
 GW2651!UTM  17      -   0.99991488  x   0.99980728  =   0.99972218
 GW2651
 GW2651                          SUPERSEDED SURVEY CONTROL
 GW2651
 GW2651  ELLIP H (09/08/95)  542.51   (m)                       GP(       ) 4 2
 GW2651  NAD 83(1986)-  37 02 11.69556(N)    079 32 29.38038(W) AD(       ) 1
 GW2651  NGVD 29 (07/01/93)  574.7    (m)         1885.     (f) GPS OBS        
 GW2651
 GW2651.Superseded values are not recommended for survey control.
 GW2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2651.See file dsdata.txt to determine how the superseded data were derived.
 GW2651
 GW2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2971499925(NAD 83)
 GW2651_MARKER: DD = SURVEY DISK
 GW2651_SETTING: 66 = SET IN ROCK OUTCROP
 GW2651_SP_SET: ROCK OUTCROP
 GW2651_STAMPING: 079
 GW2651_MARK LOGO: VA-019
 GW2651_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2651+STABILITY: POSITION/ELEVATION WELL
 GW2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2651+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2651
 GW2651  HISTORY     - Date     Condition        Report By
 GW2651  HISTORY     - 1992     MONUMENTED       MSI
 GW2651
 GW2651                          STATION DESCRIPTION
 GW2651
 GW2651'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2651'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, ON THE SOUTH
 GW2651'PEAK OF SMITH MOUNTAIN APPROXIMATELY 0.5 MI (0.8 KM) SOUTHWEST OF THE
 GW2651'SMITH MOUNTAIN LAKE DAM.
 GW2651'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 777 AND S.R. 778,
 GW2651'PROCEED SOUTHWEST 2.0 MI (3.2 KM) ALONG S.R. 778 TO THE INTERSECTION
 GW2651'WITH THE GRAVEL ROAD MARKED BY A POWER POLE ON THE RIGHT. TURN RIGHT
 GW2651'AND GO NORTHEAST 4.7 MI (7.6 KM) ALONG THIS ROAD TO THE END AND THE
 GW2651'STATION ON THE LEFT.
 GW2651'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN A ROCK
 GW2651'OUTCROP STAMPED 079.  THE DISK IS LOCATED 60.8 FT (18.5 M)
 GW2651'SOUTHWEST OF A POLE WITH LIGHTNING ROD AND BEACON, 79.1 FT (24.1 M)
 GW2651'WEST OF THE SOUTHWEST CORNER OF FENCE SURROUNDING THE BLOCK
 GW2651'COMMUNICATIONS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2652 ***********************************************************************
 GW2652  DESIGNATION -  BEDFORD 080
 GW2652  PID         -  GW2652
 GW2652  STATE/COUNTY-  VA/BEDFORD
 GW2652  USGS QUAD   -  LYNCH STATION (1984)
 GW2652
 GW2652                         *CURRENT SURVEY CONTROL
 GW2652  ___________________________________________________________________
 GW2652* NAD 83(1993)-  37 14 42.81491(N)    079 20 59.45999(W)     ADJUSTED  
 GW2652* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 GW2652  ___________________________________________________________________
 GW2652  X           -     939,524.081 (meters)                     COMP
 GW2652  Y           -  -4,996,113.194 (meters)                     COMP
 GW2652  Z           -   3,839,181.880 (meters)                     COMP
 GW2652  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GW2652  ELLIP HEIGHT-         146.73  (meters)          (05/17/02) GPS OBS
 GW2652  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW2652
 GW2652  HORZ ORDER  -  FIRST
 GW2652  ELLP ORDER  -  FOURTH    CLASS II
 GW2652
 GW2652.The horizontal coordinates were established by GPS observations
 GW2652.and adjusted by the National Geodetic Survey in September 1995..
 GW2652
 GW2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2652
 GW2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2652
 GW2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2652
 GW2652.The ellipsoidal height was determined by GPS observations
 GW2652.and is referenced to NAD 83.
 GW2652
 GW2652.The geoid height was determined by GEOID03.
 GW2652
 GW2652;                    North         East     Units Scale Factor Converg.
 GW2652;SPC VA S     - 1,101,536.176 3,424,602.022   MT  0.99994767   -0 30 56.9
 GW2652;SPC VA S     - 3,613,956.60 11,235,548.47   sFT  0.99994767   -0 30 56.9
 GW2652;UTM  17      - 4,123,352.455   646,356.461   MT  0.99986387   +0 59 56.0
 GW2652
 GW2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2652!SPC VA S     -   0.99997697  x   0.99994767  =   0.99992465
 GW2652!UTM  17      -   0.99997697  x   0.99986387  =   0.99984085
 GW2652
 GW2652                          SUPERSEDED SURVEY CONTROL
 GW2652
 GW2652  ELLIP H (09/08/95)  146.79   (m)                       GP(       ) 4 2
 GW2652  NAD 83(1993)-  37 14 42.81482(N)    079 20 59.46038(W) AD(       ) 1
 GW2652  NAD 83(1986)-  37 14 42.82126(N)    079 20 59.47220(W) AD(       ) 1
 GW2652  NGVD 29 (07/01/93)  178.9    (m)          587.     (f) GPS OBS        
 GW2652
 GW2652.Superseded values are not recommended for survey control.
 GW2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2652.See file dsdata.txt to determine how the superseded data were derived.
 GW2652
 GW2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4635623352(NAD 83)
 GW2652_MARKER: DD = SURVEY DISK
 GW2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2652_SP_SET: CONCRETE POST
 GW2652_STAMPING: 080
 GW2652_MARK LOGO: VA-019
 GW2652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2652+STABILITY: SURFACE MOTION
 GW2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2652+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2652
 GW2652  HISTORY     - Date     Condition        Report By
 GW2652  HISTORY     - 1992     MONUMENTED       MSI
 GW2652
 GW2652                          STATION DESCRIPTION
 GW2652
 GW2652'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2652'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2652'MI (5.6 KM) WEST OF EVINGTON ON THE SOUTH SIDE OF S.R. 24.
 GW2652'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 709,
 GW2652'PROCEED SOUTHEAST APPROXIMATELY 200 FT (61.0 M) ALONG S.R 24 TO THE
 GW2652'STATION ON THE LEFT NEAR A GRAVEL ROAD.
 GW2652'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2652'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2652'STAMPED 080.  THE DISK IS LOCATED 1.5 FT (0.5 M) NORTH OF A WITNESS
 GW2652'POST, 30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF S.R. 24, 100.5 FT
 GW2652'(30.6 M) SOUTHWEST OF THE SOUTHWESTERNMOST CONCRETE BRIDGE CORNER,
 GW2652'AND 17.5 FT (5.3 M) WEST OF THE END OF THE ALUMINUM GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2653 ***********************************************************************
 GW2653  DESIGNATION -  BEDFORD 081
 GW2653  PID         -  GW2653
 GW2653  STATE/COUNTY-  VA/BEDFORD
 GW2653  USGS QUAD   -  FOREST (1985)
 GW2653
 GW2653                         *CURRENT SURVEY CONTROL
 GW2653  ___________________________________________________________________
 GW2653* NAD 83(1993)-  37 15 39.27318(N)    079 21 51.49164(W)     ADJUSTED  
 GW2653* NAVD 88     -       226.8    (meters)     744.     (feet)  VERTCON   
 GW2653  ___________________________________________________________________
 GW2653  X           -     938,076.371 (meters)                     COMP
 GW2653  Y           -  -4,995,352.230 (meters)                     COMP
 GW2653  Z           -   3,840,596.508 (meters)                     COMP
 GW2653  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 GW2653  ELLIP HEIGHT-         194.95  (meters)          (05/17/02) GPS OBS
 GW2653  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW2653
 GW2653  HORZ ORDER  -  FIRST
 GW2653  ELLP ORDER  -  FOURTH    CLASS II
 GW2653
 GW2653.The horizontal coordinates were established by GPS observations
 GW2653.and adjusted by the National Geodetic Survey in September 1995..
 GW2653
 GW2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2653
 GW2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2653
 GW2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2653
 GW2653.The ellipsoidal height was determined by GPS observations
 GW2653.and is referenced to NAD 83.
 GW2653
 GW2653.The geoid height was determined by GEOID03.
 GW2653
 GW2653;                    North         East     Units Scale Factor Converg.
 GW2653;SPC VA S     - 1,103,288.173 3,423,335.713   MT  0.99994712   -0 31 28.4
 GW2653;SPC VA S     - 3,619,704.61 11,231,393.92   sFT  0.99994712   -0 31 28.4
 GW2653;UTM  17      - 4,125,070.216   645,044.390   MT  0.99985915   +0 59 25.8
 GW2653
 GW2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2653!SPC VA S     -   0.99996941  x   0.99994712  =   0.99991653
 GW2653!UTM  17      -   0.99996941  x   0.99985915  =   0.99982856
 GW2653
 GW2653                          SUPERSEDED SURVEY CONTROL
 GW2653
 GW2653  ELLIP H (09/08/95)  195.02   (m)                       GP(       ) 4 2
 GW2653  NAD 83(1993)-  37 15 39.27314(N)    079 21 51.49189(W) AD(       ) 1
 GW2653  ELLIP H (11/14/94)  195.01   (m)                       GP(       ) 4 2
 GW2653  NAD 83(1986)-  37 15 39.27946(N)    079 21 51.50393(W) AD(       ) 1
 GW2653  NGVD 29 (07/01/93)  227.1    (m)          745.     (f) GPS OBS        
 GW2653
 GW2653.Superseded values are not recommended for survey control.
 GW2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2653.See file dsdata.txt to determine how the superseded data were derived.
 GW2653
 GW2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4504425070(NAD 83)
 GW2653_MARKER: DD = SURVEY DISK
 GW2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2653_SP_SET: CONCRETE POST
 GW2653_STAMPING: 081
 GW2653_MARK LOGO: VA-019
 GW2653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2653+STABILITY: SURFACE MOTION
 GW2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2653+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2653
 GW2653  HISTORY     - Date     Condition        Report By
 GW2653  HISTORY     - 1992     MONUMENTED       MSI
 GW2653
 GW2653                          STATION DESCRIPTION
 GW2653
 GW2653'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2653'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4.5
 GW2653'MI (7.2 KM) WEST OF EVINGTON ON THE SOUTH SIDE OF S.R. 668.
 GW2653'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 668,
 GW2653'PROCEED SOUTH 3.2 MI (5.1 KM) ALONG S.R 668 TO THE STATION ON THE
 GW2653'RIGHT NEAR A GRAVEL ROAD WITH A GATE.
 GW2653'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2653'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2653'STAMPED 081.  THE DISK IS LOCATED 3.6 FT (1.1 M) NORTH OF A WITNESS
 GW2653'POST, 21.3 FT (6.5 M) SOUTH OF THE CENTERLINE OF S.R. 668, 15.7 FT
 GW2653'(4.8 M) EAST OF THE EAST END OF A WOODEN FENCE, AND 31.7 FT (9.7 M)
 GW2653'NORTHWEST OF THE 4 BY 4 WOODEN FENCE POST AT AN ANGLE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2654 ***********************************************************************
 GW2654  DESIGNATION -  BEDFORD 082
 GW2654  PID         -  GW2654
 GW2654  STATE/COUNTY-  VA/BEDFORD
 GW2654  USGS QUAD   -  FOREST (1985)
 GW2654
 GW2654                         *CURRENT SURVEY CONTROL
 GW2654  ___________________________________________________________________
 GW2654* NAD 83(1993)-  37 16 51.68659(N)    079 19 06.14622(W)     ADJUSTED  
 GW2654* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 GW2654  ___________________________________________________________________
 GW2654  X           -     941,834.964 (meters)                     COMP
 GW2654  Y           -  -4,993,297.271 (meters)                     COMP
 GW2654  Z           -   3,842,394.093 (meters)                     COMP
 GW2654  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GW2654  ELLIP HEIGHT-         229.67  (meters)          (05/17/02) GPS OBS
 GW2654  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GW2654
 GW2654  HORZ ORDER  -  FIRST
 GW2654  ELLP ORDER  -  FOURTH    CLASS II
 GW2654
 GW2654.The horizontal coordinates were established by GPS observations
 GW2654.and adjusted by the National Geodetic Survey in September 1995..
 GW2654
 GW2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2654
 GW2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2654
 GW2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2654
 GW2654.The ellipsoidal height was determined by GPS observations
 GW2654.and is referenced to NAD 83.
 GW2654
 GW2654.The geoid height was determined by GEOID03.
 GW2654
 GW2654;                    North         East     Units Scale Factor Converg.
 GW2654;SPC VA S     - 1,105,484.062 3,427,428.918   MT  0.99994653   -0 29 48.1
 GW2654;SPC VA S     - 3,626,908.96 11,244,823.04   sFT  0.99994653   -0 29 48.1
 GW2654;UTM  17      - 4,127,373.390   649,077.773   MT  0.99987377   +1 01 07.6
 GW2654
 GW2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2654!SPC VA S     -   0.99996396  x   0.99994653  =   0.99991049
 GW2654!UTM  17      -   0.99996396  x   0.99987377  =   0.99983773
 GW2654
 GW2654                          SUPERSEDED SURVEY CONTROL
 GW2654
 GW2654  ELLIP H (09/08/95)  229.73   (m)                       GP(       ) 4 2
 GW2654  NAD 83(1993)-  37 16 51.68652(N)    079 19 06.14640(W) AD(       ) 1
 GW2654  ELLIP H (11/14/94)  229.73   (m)                       GP(       ) 4 2
 GW2654  NAD 83(1986)-  37 16 51.69269(N)    079 19 06.15861(W) AD(       ) 1
 GW2654  NGVD 29 (07/01/93)  261.8    (m)          859.     (f) GPS OBS        
 GW2654
 GW2654.Superseded values are not recommended for survey control.
 GW2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2654.See file dsdata.txt to determine how the superseded data were derived.
 GW2654
 GW2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4907827373(NAD 83)
 GW2654_MARKER: DD = SURVEY DISK
 GW2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2654_SP_SET: CONCRETE POST
 GW2654_STAMPING: 082
 GW2654_MARK LOGO: VA-019
 GW2654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2654+STABILITY: SURFACE MOTION
 GW2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2654+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2654
 GW2654  HISTORY     - Date     Condition        Report By
 GW2654  HISTORY     - 1992     MONUMENTED       MSI
 GW2654
 GW2654                          STATION DESCRIPTION
 GW2654
 GW2654'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2654'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2654'MI (4.0 KM) SOUTHWEST OF NEW LONDON ON THE EAST SIDE OF S.R. 811.
 GW2654'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 811 AND S.R. 709,
 GW2654'PROCEED SOUTHEAST 0.3 MI (0.5 KM) ALONG S.R 811 TO THE STATION ON THE
 GW2654'LEFT ACROSS FROM A DRIVEWAY.
 GW2654'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2654'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2654'STAMPED 082.  THE DISK IS LOCATED 2.7 FT (0.8 M) WEST OF A WITNESS
 GW2654'POST, 17.5 FT (5.3 M) EAST OF THE CENTERLINE OF S.R. 811, AND 113.0
 GW2654'FT (34.4 M) SOUTH OF SOUTHERNMOST WOODEN GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2655 ***********************************************************************
 GW2655  DESIGNATION -  BEDFORD 083
 GW2655  PID         -  GW2655
 GW2655  STATE/COUNTY-  VA/BEDFORD
 GW2655  USGS QUAD   -  FOREST (1985)
 GW2655
 GW2655                         *CURRENT SURVEY CONTROL
 GW2655  ___________________________________________________________________
 GW2655* NAD 83(1993)-  37 18 10.07521(N)    079 19 39.42595(W)     ADJUSTED  
 GW2655* NAVD 88     -       238.4    (meters)     782.     (feet)  VERTCON   
 GW2655  ___________________________________________________________________
 GW2655  X           -     940,754.735 (meters)                     COMP
 GW2655  Y           -  -4,991,992.168 (meters)                     COMP
 GW2655  Z           -   3,844,302.687 (meters)                     COMP
 GW2655  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GW2655  ELLIP HEIGHT-         206.51  (meters)          (05/17/02) GPS OBS
 GW2655  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW2655
 GW2655  HORZ ORDER  -  FIRST
 GW2655  ELLP ORDER  -  FOURTH    CLASS II
 GW2655
 GW2655.The horizontal coordinates were established by GPS observations
 GW2655.and adjusted by the National Geodetic Survey in September 1995..
 GW2655
 GW2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2655
 GW2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2655
 GW2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2655
 GW2655.The ellipsoidal height was determined by GPS observations
 GW2655.and is referenced to NAD 83.
 GW2655
 GW2655.The geoid height was determined by GEOID03.
 GW2655
 GW2655;                    North         East     Units Scale Factor Converg.
 GW2655;SPC VA S     - 1,107,907.601 3,426,630.359   MT  0.99994604   -0 30 08.3
 GW2655;SPC VA S     - 3,634,860.19 11,242,203.10   sFT  0.99994604   -0 30 08.3
 GW2655;UTM  17      - 4,129,774.780   648,215.451   MT  0.99987061   +1 00 49.3
 GW2655
 GW2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2655!SPC VA S     -   0.99996759  x   0.99994604  =   0.99991364
 GW2655!UTM  17      -   0.99996759  x   0.99987061  =   0.99983821
 GW2655
 GW2655                          SUPERSEDED SURVEY CONTROL
 GW2655
 GW2655  ELLIP H (09/08/95)  206.58   (m)                       GP(       ) 4 2
 GW2655  NAD 83(1993)-  37 18 10.07516(N)    079 19 39.42610(W) AD(       ) 1
 GW2655  ELLIP H (11/14/94)  206.57   (m)                       GP(       ) 4 2
 GW2655  NAD 83(1986)-  37 18 10.08125(N)    079 19 39.43838(W) AD(       ) 1
 GW2655  NGVD 29 (07/01/93)  238.7    (m)          783.     (f) GPS OBS        
 GW2655
 GW2655.Superseded values are not recommended for survey control.
 GW2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2655.See file dsdata.txt to determine how the superseded data were derived.
 GW2655
 GW2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4821529775(NAD 83)
 GW2655_MARKER: DD = SURVEY DISK
 GW2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2655_SP_SET: CONCRETE POST
 GW2655_STAMPING: 083
 GW2655_MARK LOGO: VA-019
 GW2655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2655+STABILITY: SURFACE MOTION
 GW2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2655+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2655
 GW2655  HISTORY     - Date     Condition        Report By
 GW2655  HISTORY     - 1992     MONUMENTED       MSI
 GW2655
 GW2655                          STATION DESCRIPTION
 GW2655
 GW2655'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2655'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2655'MI (4.0 KM) WEST OF NEW LONDON ON THE NORTH SIDE OF U.S. 460.
 GW2655'TO REACH THE STATION FROM THE BEDFORD/CAMPBELL COUNTY LINE, PROCEED
 GW2655'WEST 2.0 MI (3.2 KM) ALONG U.S. 460 TO THE STATION ON THE RIGHT
 GW2655'BEFORE ST. JOHN BAPTIST CHURCH.
 GW2655'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2655'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2655'STAMPED 083.  THE DISK IS LOCATED 18.8 FT (5.7 M) SOUTH OF A
 GW2655'WITNESS POST, 42.0 FT (12.8 M) NORTH OF THE CENTERLINE OF U.S. 460
 GW2655'WEST, 93.0 FT (28.3 M) SOUTHEAST OF THE WOODEN FENCE CORNER POST AT A
 GW2655'CEMETARY, AND 144.5 FT (44.0 M) SOUTHWEST OF THE POWER POLE 221-130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2656 ***********************************************************************
 GW2656  DESIGNATION -  BEDFORD 084
 GW2656  PID         -  GW2656
 GW2656  STATE/COUNTY-  VA/BEDFORD
 GW2656  USGS QUAD   -  FOREST (1985)
 GW2656
 GW2656                         *CURRENT SURVEY CONTROL
 GW2656  ___________________________________________________________________
 GW2656* NAD 83(1993)-  37 18 18.50197(N)    079 17 53.81809(W)     ADJUSTED  
 GW2656* NAVD 88     -       260.2    (meters)     854.     (feet)  VERTCON   
 GW2656  ___________________________________________________________________
 GW2656  X           -     943,284.508 (meters)                     COMP
 GW2656  Y           -  -4,991,372.215 (meters)                     COMP
 GW2656  Z           -   3,844,522.578 (meters)                     COMP
 GW2656  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 GW2656  ELLIP HEIGHT-         228.36  (meters)          (05/17/02) GPS OBS
 GW2656  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GW2656
 GW2656  HORZ ORDER  -  FIRST
 GW2656  ELLP ORDER  -  FOURTH    CLASS II
 GW2656
 GW2656.The horizontal coordinates were established by GPS observations
 GW2656.and adjusted by the National Geodetic Survey in September 1995..
 GW2656
 GW2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2656
 GW2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2656
 GW2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2656
 GW2656.The ellipsoidal height was determined by GPS observations
 GW2656.and is referenced to NAD 83.
 GW2656
 GW2656.The geoid height was determined by GEOID03.
 GW2656
 GW2656;                    North         East     Units Scale Factor Converg.
 GW2656;SPC VA S     - 1,108,144.969 3,429,233.131   MT  0.99994599   -0 29 04.2
 GW2656;SPC VA S     - 3,635,638.95 11,250,742.36   sFT  0.99994599   -0 29 04.2
 GW2656;UTM  17      - 4,130,080.903   650,810.849   MT  0.99988017   +1 01 53.5
 GW2656
 GW2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2656!SPC VA S     -   0.99996417  x   0.99994599  =   0.99991016
 GW2656!UTM  17      -   0.99996417  x   0.99988017  =   0.99984434
 GW2656
 GW2656                          SUPERSEDED SURVEY CONTROL
 GW2656
 GW2656  ELLIP H (09/08/95)  228.42   (m)                       GP(       ) 4 2
 GW2656  NAD 83(1993)-  37 18 18.50192(N)    079 17 53.81821(W) AD(       ) 1
 GW2656  ELLIP H (11/14/94)  228.42   (m)                       GP(       ) 4 2
 GW2656  NAD 83(1986)-  37 18 18.50791(N)    079 17 53.83055(W) AD(       ) 1
 GW2656  NGVD 29 (07/01/93)  260.5    (m)          855.     (f) GPS OBS        
 GW2656
 GW2656.Superseded values are not recommended for survey control.
 GW2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2656.See file dsdata.txt to determine how the superseded data were derived.
 GW2656
 GW2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5081130081(NAD 83)
 GW2656_MARKER: DD = SURVEY DISK
 GW2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2656_SP_SET: CONCRETE POST
 GW2656_STAMPING: 084
 GW2656_MARK LOGO: VA-019
 GW2656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2656+STABILITY: SURFACE MOTION
 GW2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2656+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2656
 GW2656  HISTORY     - Date     Condition        Report By
 GW2656  HISTORY     - 1992     MONUMENTED       MSI
 GW2656  HISTORY     - 20010222 MARK NOT FOUND   GEOMET
 GW2656
 GW2656                          STATION DESCRIPTION
 GW2656
 GW2656'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2656'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1 MI
 GW2656'(1.6 KM) WEST OF NEW LONDON ON THE SOUTH SIDE OF U.S. 460.
 GW2656'TO REACH THE STATION FROM THE BEDFORD/CAMPBELL COUNTY LINE, PROCEED
 GW2656'WEST 0.4 MI (0.6 KM) ALONG U.S. 460 TO THE STATION ON THE LEFT BEFORE
 GW2656'A ROW OF FIBER OPTIC CABLE SIGNS.
 GW2656'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2656'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2656'STAMPED 084.  THE DISK IS LOCATED 1.2 FT (0.4 M) NORTH OF A WITNESS
 GW2656'POST, 36.0 FT (11.0 M) SOUTH OF THE CENTERLINE OF U.S. 460 EAST, 96.6
 GW2656'FT (29.4 M) EAST OF U.G. FIBER OPTIC CABLE MARKER (CONCRETE POST),
 GW2656'AND 38.1 FT (11.6 M) EAST OF THE FIBER OPTIC CABLE LINE MARKER TLBL
 GW2656'1521 (WOOD POST).
 GW2656
 GW2656                          STATION RECOVERY (2001)
 GW2656
 GW2656'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (CG)
 GW2656'NOT FOUND, BELIEVED TO BE DESTROYED DUE TO DIGGING FOR WATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2657 ***********************************************************************
 GW2657  DESIGNATION -  BEDFORD 085
 GW2657  PID         -  GW2657
 GW2657  STATE/COUNTY-  VA/BEDFORD
 GW2657  USGS QUAD   -  FOREST (1985)
 GW2657
 GW2657                         *CURRENT SURVEY CONTROL
 GW2657  ___________________________________________________________________
 GW2657* NAD 83(1993)-  37 19 18.63673(N)    079 20 09.35100(W)     ADJUSTED  
 GW2657* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 GW2657  ___________________________________________________________________
 GW2657  X           -     939,797.587 (meters)                     COMP
 GW2657  Y           -  -4,990,891.781 (meters)                     COMP
 GW2657  Z           -   3,846,001.141 (meters)                     COMP
 GW2657  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 GW2657  ELLIP HEIGHT-         235.06  (meters)          (05/17/02) GPS OBS
 GW2657  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2657
 GW2657  HORZ ORDER  -  FIRST
 GW2657  ELLP ORDER  -  FOURTH    CLASS II
 GW2657
 GW2657.The horizontal coordinates were established by GPS observations
 GW2657.and adjusted by the National Geodetic Survey in September 1995..
 GW2657
 GW2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2657
 GW2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2657
 GW2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2657
 GW2657.The ellipsoidal height was determined by GPS observations
 GW2657.and is referenced to NAD 83.
 GW2657
 GW2657.The geoid height was determined by GEOID03.
 GW2657
 GW2657;                    North         East     Units Scale Factor Converg.
 GW2657;SPC VA S     - 1,110,027.563 3,425,912.176   MT  0.99994572   -0 30 26.4
 GW2657;SPC VA S     - 3,641,815.43 11,239,846.86   sFT  0.99994572   -0 30 26.4
 GW2657;UTM  17      - 4,131,874.835   647,441.485   MT  0.99986779   +1 00 32.7
 GW2657
 GW2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2657!SPC VA S     -   0.99996311  x   0.99994572  =   0.99990884
 GW2657!UTM  17      -   0.99996311  x   0.99986779  =   0.99983091
 GW2657
 GW2657                          SUPERSEDED SURVEY CONTROL
 GW2657
 GW2657  ELLIP H (09/08/95)  235.12   (m)                       GP(       ) 4 2
 GW2657  NAD 83(1993)-  37 19 18.63669(N)    079 20 09.35113(W) AD(       ) 1
 GW2657  ELLIP H (11/14/94)  235.12   (m)                       GP(       ) 4 2
 GW2657  NAD 83(1986)-  37 19 18.64271(N)    079 20 09.36341(W) AD(       ) 1
 GW2657  NGVD 29 (07/01/93)  267.2    (m)          877.     (f) GPS OBS        
 GW2657
 GW2657.Superseded values are not recommended for survey control.
 GW2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2657.See file dsdata.txt to determine how the superseded data were derived.
 GW2657
 GW2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4744131875(NAD 83)
 GW2657_MARKER: DD = SURVEY DISK
 GW2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2657_SP_SET: CONCRETE POST
 GW2657_STAMPING: 085
 GW2657_MARK LOGO: VA-019
 GW2657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2657+STABILITY: SURFACE MOTION
 GW2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2657+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2657
 GW2657  HISTORY     - Date     Condition        Report By
 GW2657  HISTORY     - 1992     MONUMENTED       MSI
 GW2657
 GW2657                          STATION DESCRIPTION
 GW2657
 GW2657'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2657'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2657'MI (5.6 KM) NORTHWEST OF NEW LONDON AND APPROXIMATELY 4 MI (6.4 KM)
 GW2657'SOUTHWEST OF FOREST ON THE SOUTHWEST SIDE OF S.R. 643.
 GW2657'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 811 AND S.R. 643,
 GW2657'PROCEED NORTHWEST 1.6 MI (2.6 KM) ALONG S.R. 643 TO THE STATION ON
 GW2657'THE LEFT NEAR A POWER POLE.
 GW2657'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2657'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2657'STAMPED 085.  THE DISK IS LOCATED 21.3 FT (6.5 M) NORTHWEST OF
 GW2657'POWER POLE 123-14-5, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF S.R.
 GW2657'643, 47.0 FT (14.3 M) SOUTH (AND ACROSS THE ROAD) FROM A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2658 ***********************************************************************
 GW2658  DESIGNATION -  BEDFORD 086
 GW2658  PID         -  GW2658
 GW2658  STATE/COUNTY-  VA/BEDFORD
 GW2658  USGS QUAD   -  FOREST (1985)
 GW2658
 GW2658                         *CURRENT SURVEY CONTROL
 GW2658  ___________________________________________________________________
 GW2658* NAD 83(1993)-  37 19 44.64906(N)    079 18 09.19558(W)     ADJUSTED  
 GW2658* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 GW2658  ___________________________________________________________________
 GW2658  X           -     942,615.752 (meters)                     COMP
 GW2658  Y           -  -4,989,872.243 (meters)                     COMP
 GW2658  Z           -   3,846,643.968 (meters)                     COMP
 GW2658  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 GW2658  ELLIP HEIGHT-         243.48  (meters)          (05/17/02) GPS OBS
 GW2658  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2658
 GW2658  HORZ ORDER  -  FIRST
 GW2658  ELLP ORDER  -  FOURTH    CLASS II
 GW2658
 GW2658.The horizontal coordinates were established by GPS observations
 GW2658.and adjusted by the National Geodetic Survey in September 1995..
 GW2658
 GW2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2658
 GW2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2658
 GW2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2658
 GW2658.The ellipsoidal height was determined by GPS observations
 GW2658.and is referenced to NAD 83.
 GW2658
 GW2658.The geoid height was determined by GEOID03.
 GW2658
 GW2658;                    North         East     Units Scale Factor Converg.
 GW2658;SPC VA S     - 1,110,803.749 3,428,877.051   MT  0.99994563   -0 29 13.5
 GW2658;SPC VA S     - 3,644,361.97 11,249,574.12   sFT  0.99994563   -0 29 13.5
 GW2658;UTM  17      - 4,132,729.153   650,384.566   MT  0.99987859   +1 01 46.2
 GW2658
 GW2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2658!SPC VA S     -   0.99996179  x   0.99994563  =   0.99990743
 GW2658!UTM  17      -   0.99996179  x   0.99987859  =   0.99984039
 GW2658
 GW2658                          SUPERSEDED SURVEY CONTROL
 GW2658
 GW2658  ELLIP H (09/08/95)  243.54   (m)                       GP(       ) 4 2
 GW2658  NAD 83(1993)-  37 19 44.64905(N)    079 18 09.19561(W) AD(       ) 1
 GW2658  ELLIP H (11/14/94)  243.54   (m)                       GP(       ) 4 2
 GW2658  NAD 83(1986)-  37 19 44.65459(N)    079 18 09.20794(W) AD(       ) 1
 GW2658  NGVD 29 (07/01/93)  275.6    (m)          904.     (f) GPS OBS        
 GW2658
 GW2658.Superseded values are not recommended for survey control.
 GW2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2658.See file dsdata.txt to determine how the superseded data were derived.
 GW2658
 GW2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5038532729(NAD 83)
 GW2658_MARKER: DD = SURVEY DISK
 GW2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2658_SP_SET: CONCRETE POST
 GW2658_STAMPING: 086
 GW2658_MARK LOGO: VA-019
 GW2658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2658+STABILITY: SURFACE MOTION
 GW2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2658+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2658
 GW2658  HISTORY     - Date     Condition        Report By
 GW2658  HISTORY     - 1992     MONUMENTED       MSI
 GW2658
 GW2658                          STATION DESCRIPTION
 GW2658
 GW2658'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2658'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2658'MI (4.0 KM) NORTHWEST OF NEW LONDON AND APPROXIMATELY 2.5 MI
 GW2658'(4.0 KM) SOUTH OF FOREST ON THE WEST SIDE OF S.R. 643.
 GW2658'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 811 AND S.R. 643,
 GW2658'PROCEED NORTH 1.5 MI (2.4 KM) ALONG S.R. 811 TO THE STATION ON THE
 GW2658'LEFT BESIDE AN OPEN FIELD AT THE BEGINNING OF THE ROAD CURVE.
 GW2658'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2658'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2658'STAMPED 086.  THE DISK IS LOCATED 90.2 FT (27.5 M) SOUTHWEST OF THE
 GW2658'TELEPHONE BOX ACROSS THE ROAD, 16.6 FT (5.1 M) WEST OF THE CENTERLINE
 GW2658'OF S.R. 811, AND 104.5 FT (31.9 M) NORTHWEST OF AN 18 INCH TWIN CEDAR
 GW2658'TREE ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2659 ***********************************************************************
 GW2659  DESIGNATION -  BEDFORD 087
 GW2659  PID         -  GW2659
 GW2659  STATE/COUNTY-  VA/BEDFORD
 GW2659  USGS QUAD   -  FOREST (1985)
 GW2659
 GW2659                         *CURRENT SURVEY CONTROL
 GW2659  ___________________________________________________________________
 GW2659* NAD 83(1993)-  37 20 20.43833(N)    079 19 25.17127(W)     ADJUSTED  
 GW2659* NAVD 88     -       270.9    (meters)     889.     (feet)  VERTCON   
 GW2659  ___________________________________________________________________
 GW2659  X           -     940,653.080 (meters)                     COMP
 GW2659  Y           -  -4,989,557.992 (meters)                     COMP
 GW2659  Z           -   3,847,518.536 (meters)                     COMP
 GW2659  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 GW2659  ELLIP HEIGHT-         238.95  (meters)          (05/17/02) GPS OBS
 GW2659  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2659
 GW2659  HORZ ORDER  -  FIRST
 GW2659  ELLP ORDER  -  FOURTH    CLASS II
 GW2659
 GW2659.The horizontal coordinates were established by GPS observations
 GW2659.and adjusted by the National Geodetic Survey in September 1995..
 GW2659
 GW2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2659
 GW2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2659
 GW2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2659
 GW2659.The ellipsoidal height was determined by GPS observations
 GW2659.and is referenced to NAD 83.
 GW2659
 GW2659.The geoid height was determined by GEOID03.
 GW2659
 GW2659;                    North         East     Units Scale Factor Converg.
 GW2659;SPC VA S     - 1,111,923.098 3,427,016.440   MT  0.99994552   -0 29 59.6
 GW2659;SPC VA S     - 3,648,034.36 11,243,469.77   sFT  0.99994552   -0 29 59.6
 GW2659;UTM  17      - 4,133,798.788   648,495.112   MT  0.99987163   +1 01 01.0
 GW2659
 GW2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2659!SPC VA S     -   0.99996250  x   0.99994552  =   0.99990803
 GW2659!UTM  17      -   0.99996250  x   0.99987163  =   0.99983414
 GW2659
 GW2659                          SUPERSEDED SURVEY CONTROL
 GW2659
 GW2659  ELLIP H (09/08/95)  239.01   (m)                       GP(       ) 4 2
 GW2659  NAD 83(1993)-  37 20 20.43833(N)    079 19 25.17132(W) AD(       ) 1
 GW2659  ELLIP H (11/14/94)  239.01   (m)                       GP(       ) 4 2
 GW2659  NAD 83(1986)-  37 20 20.44398(N)    079 19 25.18375(W) AD(       ) 1
 GW2659  NGVD 29 (07/01/93)  271.1    (m)          889.     (f) GPS OBS        
 GW2659
 GW2659.Superseded values are not recommended for survey control.
 GW2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2659.See file dsdata.txt to determine how the superseded data were derived.
 GW2659
 GW2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4849533799(NAD 83)
 GW2659_MARKER: DD = SURVEY DISK
 GW2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2659_SP_SET: CONCRETE POST
 GW2659_STAMPING: 087
 GW2659_MARK LOGO: VA-019
 GW2659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2659+STABILITY: SURFACE MOTION
 GW2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2659+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2659
 GW2659  HISTORY     - Date     Condition        Report By
 GW2659  HISTORY     - 1992     MONUMENTED       MSI
 GW2659  HISTORY     - 20060430 MARK NOT FOUND   USPSQD
 GW2659
 GW2659                          STATION DESCRIPTION
 GW2659
 GW2659'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2659'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2659'MI (4.0 KM) SOUTHWEST OF FOREST ON THE NORTH SIDE OF S.R. 622.
 GW2659'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 811 AND S.R. 622,
 GW2659'PROCEED WEST 2.5 MI (4.0 KM) ALONG S.R. 622 TO THE STATION ON THE
 GW2659'RIGHT NEAR A POWER POLE.
 GW2659'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2659'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2659'STAMPED 087.  THE DISK IS LOCATED 101.4 FT (30.9 M) SOUTHEAST OF A
 GW2659'TELEPHONE BOX, 19.3 FT (5.9 M) NORTH OF THE CENTERLINE OF S.R. 622,
 GW2659'64.1 FT (19.5 M) WEST OF POWER POLE 173-95, AND 82.3 FT (25.1 M)
 GW2659'NORTHWEST OF THE POWER POLE 173-131.
 GW2659
 GW2659                          STATION RECOVERY (2006)
 GW2659
 GW2659'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2659'STATION MAY HAVE BEEN DESTROYED BY ROAD WORK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2660 ***********************************************************************
 GW2660  DESIGNATION -  BEDFORD 088
 GW2660  PID         -  GW2660
 GW2660  STATE/COUNTY-  VA/BEDFORD
 GW2660  USGS QUAD   -  FOREST (1985)
 GW2660
 GW2660                         *CURRENT SURVEY CONTROL
 GW2660  ___________________________________________________________________
 GW2660* NAD 83(1993)-  37 21 01.31682(N)    079 20 41.86133(W)     ADJUSTED  
 GW2660* NAVD 88     -       218.0    (meters)     715.     (feet)  VERTCON   
 GW2660  ___________________________________________________________________
 GW2660  X           -     938,648.736 (meters)                     COMP
 GW2660  Y           -  -4,989,114.669 (meters)                     COMP
 GW2660  Z           -   3,848,488.317 (meters)                     COMP
 GW2660  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 GW2660  ELLIP HEIGHT-         185.96  (meters)          (05/17/02) GPS OBS
 GW2660  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW2660
 GW2660  HORZ ORDER  -  FIRST
 GW2660  ELLP ORDER  -  FOURTH    CLASS II
 GW2660
 GW2660.The horizontal coordinates were established by GPS observations
 GW2660.and adjusted by the National Geodetic Survey in September 1995..
 GW2660
 GW2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2660
 GW2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2660
 GW2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2660
 GW2660.The ellipsoidal height was determined by GPS observations
 GW2660.and is referenced to NAD 83.
 GW2660
 GW2660.The geoid height was determined by GEOID03.
 GW2660
 GW2660;                    North         East     Units Scale Factor Converg.
 GW2660;SPC VA S     - 1,113,199.901 3,425,140.150   MT  0.99994545   -0 30 46.2
 GW2660;SPC VA S     - 3,652,223.34 11,237,313.98   sFT  0.99994545   -0 30 46.2
 GW2660;UTM  17      - 4,135,025.377   646,585.827   MT  0.99986469   +1 00 15.4
 GW2660
 GW2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2660!SPC VA S     -   0.99997082  x   0.99994545  =   0.99991627
 GW2660!UTM  17      -   0.99997082  x   0.99986469  =   0.99983551
 GW2660
 GW2660                          SUPERSEDED SURVEY CONTROL
 GW2660
 GW2660  ELLIP H (09/08/95)  186.02   (m)                       GP(       ) 4 2
 GW2660  NAD 83(1993)-  37 21 01.31682(N)    079 20 41.86140(W) AD(       ) 1
 GW2660  ELLIP H (11/14/94)  186.02   (m)                       GP(       ) 4 2
 GW2660  NAD 83(1986)-  37 21 01.32263(N)    079 20 41.87387(W) AD(       ) 1
 GW2660  NGVD 29 (07/01/93)  218.2    (m)          716.     (f) GPS OBS        
 GW2660
 GW2660.Superseded values are not recommended for survey control.
 GW2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2660.See file dsdata.txt to determine how the superseded data were derived.
 GW2660
 GW2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4658635025(NAD 83)
 GW2660_MARKER: DD = SURVEY DISK
 GW2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2660_SP_SET: CONCRETE POST
 GW2660_STAMPING: 088
 GW2660_MARK LOGO: VA-019
 GW2660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2660+STABILITY: SURFACE MOTION
 GW2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2660+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2660
 GW2660  HISTORY     - Date     Condition        Report By
 GW2660  HISTORY     - 1992     MONUMENTED       MSI
 GW2660  HISTORY     - 20060430 GOOD             USPSQD
 GW2660
 GW2660                          STATION DESCRIPTION
 GW2660
 GW2660'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2660'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3 MI
 GW2660'(4.8 KM) WEST OF FOREST ON THE EAST SIDE OF S.R. 622.
 GW2660'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 646 AND S.R. 622,
 GW2660'PROCEED SOUTH 2.0 MI (3.2 KM) ALONG S.R. 622 TO THE STATION ON THE
 GW2660'LEFT NEAR A GATE, 0.1 MI (0.2 KM) NORTH OF A BRIDGE ALONG S.R. 622.
 GW2660'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2660'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2660'STAMPED 088.  THE DISK IS LOCATED 6.0 FT (1.8 M) WEST OF A WITNESS
 GW2660'POST, 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF S.R. 622, 12.5 FT
 GW2660'(3.8 M) SOUTH OF THE SOUTHERNMOST GATEPOST AND 92.0 FT (28.0 M)
 GW2660'SOUTHEAST OF A FENCE CORNER ON THE WEST SIDE OF S.R. 622.
 GW2660
 GW2660                          STATION RECOVERY (2006)
 GW2660
 GW2660'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2660'ADDITIONAL INFORMATION
 GW2660' 
 GW2660'NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2661 ***********************************************************************
 GW2661  DESIGNATION -  BEDFORD 089
 GW2661  PID         -  GW2661
 GW2661  STATE/COUNTY-  VA/BEDFORD
 GW2661  USGS QUAD   -  BOONSBORO (1978)
 GW2661
 GW2661                         *CURRENT SURVEY CONTROL
 GW2661  ___________________________________________________________________
 GW2661* NAD 83(1993)-  37 23 13.86021(N)    079 21 47.43428(W)     ADJUSTED  
 GW2661* NAVD 88     -       291.8    (meters)     957.     (feet)  VERTCON   
 GW2661  ___________________________________________________________________
 GW2661  X           -     936,615.637 (meters)                     COMP
 GW2661  Y           -  -4,987,032.866 (meters)                     COMP
 GW2661  Z           -   3,851,780.664 (meters)                     COMP
 GW2661  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 GW2661  ELLIP HEIGHT-         259.70  (meters)          (05/17/02) GPS OBS
 GW2661  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2661
 GW2661  HORZ ORDER  -  FIRST
 GW2661  ELLP ORDER  -  FOURTH    CLASS II
 GW2661
 GW2661.The horizontal coordinates were established by GPS observations
 GW2661.and adjusted by the National Geodetic Survey in September 1995..
 GW2661
 GW2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2661
 GW2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2661
 GW2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2661
 GW2661.The ellipsoidal height was determined by GPS observations
 GW2661.and is referenced to NAD 83.
 GW2661
 GW2661.The geoid height was determined by GEOID03.
 GW2661
 GW2661;                    North         East     Units Scale Factor Converg.
 GW2661;SPC VA S     - 1,117,300.293 3,423,563.811   MT  0.99994546   -0 31 26.0
 GW2661;SPC VA S     - 3,665,676.04 11,232,142.27   sFT  0.99994546   -0 31 26.0
 GW2661;UTM  17      - 4,139,082.245   644,901.593   MT  0.99985864   +0 59 38.6
 GW2661
 GW2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2661!SPC VA S     -   0.99995925  x   0.99994546  =   0.99990471
 GW2661!UTM  17      -   0.99995925  x   0.99985864  =   0.99981789
 GW2661
 GW2661                          SUPERSEDED SURVEY CONTROL
 GW2661
 GW2661  ELLIP H (09/08/95)  259.76   (m)                       GP(       ) 4 2
 GW2661  NAD 83(1993)-  37 23 13.86022(N)    079 21 47.43432(W) AD(       ) 1
 GW2661  ELLIP H (11/14/94)  259.76   (m)                       GP(       ) 4 2
 GW2661  NAD 83(1986)-  37 23 13.86608(N)    079 21 47.44680(W) AD(       ) 1
 GW2661  NGVD 29 (07/01/93)  292.0    (m)          958.     (f) GPS OBS        
 GW2661
 GW2661.Superseded values are not recommended for survey control.
 GW2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2661.See file dsdata.txt to determine how the superseded data were derived.
 GW2661
 GW2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4490239082(NAD 83)
 GW2661_MARKER: DD = SURVEY DISK
 GW2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2661_SP_SET: CONCRETE POST
 GW2661_STAMPING: 089
 GW2661_MARK LOGO: VA-019
 GW2661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2661+STABILITY: SURFACE MOTION
 GW2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2661+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 GW2661
 GW2661  HISTORY     - Date     Condition        Report By
 GW2661  HISTORY     - 1992     MONUMENTED       MSI
 GW2661  HISTORY     - 20060430 GOOD             USPSQD
 GW2661
 GW2661                          STATION DESCRIPTION
 GW2661
 GW2661'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2661'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4.4
 GW2661'MI (7.1 KM) WEST OF FOREST ON THE SOUTH SIDE OF S.R. 668.
 GW2661'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 811,
 GW2661'PROCEED WEST 3.4 MI (5.5 KM) ALONG U.S. 221 TO THE INTERSECTION WITH
 GW2661'S.R. 646.  TURN RIGHT AND TRAVEL NORTHWEST 0.7 MI (1.1 KM) ALONG S.R.
 GW2661'646 TO THE INTERSECTION WITH S.R. 668.  TURN RIGHT AND GO NORTH 0.4
 GW2661'MI (0.6 KM) ALONG S.R. 668 TO THE STATION ON THE LEFT NEAR A POWER
 GW2661'POLE.
 GW2661'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2661'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2661'STAMPED 089.  THE DISK IS LOCATED 17.0 FT (5.2 M) SOUTHWEST OF THE
 GW2661'CENTERLINE OF S.R. 668, 22.8 FT (6.9 M) NORTHEAST OF POWER POLE
 GW2661'124-56 , AND 140.0 FT (42.7 M) WEST OF THE INTERSECTION OF THE
 GW2661'CENTERLINE OF THE DRIVEWAY WITH THE NORTH EDGE OF S.R. 668.
 GW2661
 GW2661                          STATION RECOVERY (2006)
 GW2661
 GW2661'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2661'ADDITIONAL INFORMATION
 GW2661' 
 GW2661'SATION LOCATED NEAR POWER POLE 124-A-56
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2662 ***********************************************************************
 GW2662  DESIGNATION -  BEDFORD 090
 GW2662  PID         -  GW2662
 GW2662  STATE/COUNTY-  VA/BEDFORD
 GW2662  USGS QUAD   -  BOONSBORO (1978)
 GW2662
 GW2662                         *CURRENT SURVEY CONTROL
 GW2662  ___________________________________________________________________
 GW2662* NAD 83(1993)-  37 22 34.24762(N)    079 20 17.25188(W)     ADJUSTED  
 GW2662* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 GW2662  ___________________________________________________________________
 GW2662  X           -     938,927.959 (meters)                     COMP
 GW2662  Y           -  -4,987,324.024 (meters)                     COMP
 GW2662  Z           -   3,850,788.840 (meters)                     COMP
 GW2662  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GW2662  ELLIP HEIGHT-         224.46  (meters)          (05/17/02) GPS OBS
 GW2662  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2662
 GW2662  HORZ ORDER  -  FIRST
 GW2662  ELLP ORDER  -  FOURTH    CLASS II
 GW2662
 GW2662.The horizontal coordinates were established by GPS observations
 GW2662.and adjusted by the National Geodetic Survey in September 1995..
 GW2662
 GW2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2662
 GW2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2662
 GW2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2662
 GW2662.The ellipsoidal height was determined by GPS observations
 GW2662.and is referenced to NAD 83.
 GW2662
 GW2662.The geoid height was determined by GEOID03.
 GW2662
 GW2662;                    North         East     Units Scale Factor Converg.
 GW2662;SPC VA S     - 1,116,059.198 3,425,771.203   MT  0.99994541   -0 30 31.2
 GW2662;SPC VA S     - 3,661,604.22 11,239,384.36   sFT  0.99994541   -0 30 31.2
 GW2662;UTM  17      - 4,137,900.153   647,140.899   MT  0.99986669   +1 00 32.5
 GW2662
 GW2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2662!SPC VA S     -   0.99996478  x   0.99994541  =   0.99991019
 GW2662!UTM  17      -   0.99996478  x   0.99986669  =   0.99983147
 GW2662
 GW2662                          SUPERSEDED SURVEY CONTROL
 GW2662
 GW2662  ELLIP H (09/08/95)  224.53   (m)                       GP(       ) 4 2
 GW2662  NAD 83(1993)-  37 22 34.24762(N)    079 20 17.25192(W) AD(       ) 1
 GW2662  ELLIP H (11/14/94)  224.52   (m)                       GP(       ) 4 2
 GW2662  NAD 83(1986)-  37 22 34.25336(N)    079 20 17.26435(W) AD(       ) 1
 GW2662  NGVD 29 (07/01/93)  256.7    (m)          842.     (f) GPS OBS        
 GW2662
 GW2662.Superseded values are not recommended for survey control.
 GW2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2662.See file dsdata.txt to determine how the superseded data were derived.
 GW2662
 GW2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4714137900(NAD 83)
 GW2662_MARKER: DD = SURVEY DISK
 GW2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2662_SP_SET: CONCRETE POST
 GW2662_STAMPING: 090
 GW2662_MARK LOGO: VA-019
 GW2662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2662+STABILITY: SURFACE MOTION
 GW2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2662+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 GW2662
 GW2662  HISTORY     - Date     Condition        Report By
 GW2662  HISTORY     - 1992     MONUMENTED       MSI
 GW2662  HISTORY     - 20060429 GOOD             USPSQD
 GW2662
 GW2662                          STATION DESCRIPTION
 GW2662
 GW2662'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2662'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2662'MI (4.8 KM) WEST OF FOREST ON THE SOUTH SIDE OF U.S. 221.
 GW2662'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 811,
 GW2662'PROCEED WEST 3.0 MI (4.8 KM) ALONG U.S. 221 TO THE STATION ON THE
 GW2662'LEFT BEYOND A DRIVEWAY.
 GW2662'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2662'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2662'STAMPED 090.  THE DISK IS LOCATED 33.7 FT (10.3 M) SOUTH OF THE
 GW2662'CENTERLINE OF U.S. 221, 22.5 FT (6.9 M) NORTH OF A FENCELINE, AND
 GW2662'198.0 FT (60.4 M) WEST OF A TELEPHONE BOX ON THE NORTH SIDE OF
 GW2662'S.R.221.
 GW2662
 GW2662                          STATION RECOVERY (2006)
 GW2662
 GW2662'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2662'ADDITIONAL INOFRMATION
 GW2662'198 FEET WEST OF TELEPHONE BOX NUMBER 370 X 31 ON NORTH SIDE OF US 221
 GW2662' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2663 ***********************************************************************
 GW2663  DESIGNATION -  BEDFORD 091
 GW2663  PID         -  GW2663
 GW2663  STATE/COUNTY-  VA/BEDFORD
 GW2663  USGS QUAD   -  BOONSBORO (1978)
 GW2663
 GW2663                         *CURRENT SURVEY CONTROL
 GW2663  ___________________________________________________________________
 GW2663* NAD 83(1993)-  37 22 48.18143(N)    079 18 44.95842(W)     ADJUSTED  
 GW2663* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 GW2663  ___________________________________________________________________
 GW2663  X           -     941,113.204 (meters)                     COMP
 GW2663  Y           -  -4,986,658.358 (meters)                     COMP
 GW2663  Z           -   3,851,138.929 (meters)                     COMP
 GW2663  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 GW2663  ELLIP HEIGHT-         238.83  (meters)          (05/17/02) GPS OBS
 GW2663  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW2663
 GW2663  HORZ ORDER  -  FIRST
 GW2663  ELLP ORDER  -  FOURTH    CLASS II
 GW2663
 GW2663.The horizontal coordinates were established by GPS observations
 GW2663.and adjusted by the National Geodetic Survey in September 1995..
 GW2663
 GW2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2663
 GW2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2663
 GW2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2663
 GW2663.The ellipsoidal height was determined by GPS observations
 GW2663.and is referenced to NAD 83.
 GW2663
 GW2663.The geoid height was determined by GEOID03.
 GW2663
 GW2663;                    North         East     Units Scale Factor Converg.
 GW2663;SPC VA S     - 1,116,468.876 3,428,045.397   MT  0.99994543   -0 29 35.2
 GW2663;SPC VA S     - 3,662,948.30 11,246,845.61   sFT  0.99994543   -0 29 35.2
 GW2663;UTM  17      - 4,138,369.887   649,403.275   MT  0.99987496   +1 01 28.8
 GW2663
 GW2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2663!SPC VA S     -   0.99996252  x   0.99994543  =   0.99990795
 GW2663!UTM  17      -   0.99996252  x   0.99987496  =   0.99983749
 GW2663
 GW2663                          SUPERSEDED SURVEY CONTROL
 GW2663
 GW2663  NAD 83(1993)-  37 22 48.18143(N)    079 18 44.95845(W) AD(       ) 1
 GW2663  ELLIP H (11/14/94)  238.89   (m)                       GP(       ) 4 2
 GW2663  NAD 83(1986)-  37 22 48.18696(N)    079 18 44.97085(W) AD(       ) 1
 GW2663  NGVD 29 (07/01/93)  271.1    (m)          889.     (f) GPS OBS        
 GW2663
 GW2663.Superseded values are not recommended for survey control.
 GW2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2663.See file dsdata.txt to determine how the superseded data were derived.
 GW2663
 GW2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4940338370(NAD 83)
 GW2663_MARKER: DD = SURVEY DISK
 GW2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2663_SP_SET: CONCRETE POST
 GW2663_STAMPING: 091
 GW2663_MARK LOGO: VA-019
 GW2663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2663+STABILITY: SURFACE MOTION
 GW2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2663+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 GW2663
 GW2663  HISTORY     - Date     Condition        Report By
 GW2663  HISTORY     - 1992     MONUMENTED       MSI
 GW2663  HISTORY     - 20060429 GOOD             USPSQD
 GW2663
 GW2663                          STATION DESCRIPTION
 GW2663
 GW2663'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2663'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2663'MI (2.3 KM) NORTHWEST OF FOREST ON THE NORTH SIDE OF S.R. 663.
 GW2663'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 811,
 GW2663'PROCEED WEST 0.8 MI (1.3 KM) ALONG U.S. 221 TO THE INTERSECTION WITH
 GW2663'S.R. 663.  TURN RIGHT AND TRAVEL NORTHWEST 1.0 MI (1.6 KM) ALONG S.R.
 GW2663'663 TO THE INTERSECTION WITH S.R. 662 SOUTH.  CONTINUE WESTERLY
 GW2663'APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE RIGHT NEAR A
 GW2663'FENCELINE.
 GW2663'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2663'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2663'STAMPED 091.  THE DISK IS LOCATED 28.2 FT (8.6 M) NORTHEAST OF THE
 GW2663'CENTERLINE OF S.R. 663, 7.8 FT (2.4 M) SOUTHWEST OF A FENCELINE, AND
 GW2663'117 FT (35.7 M) NORTH OF POWER POLE 125-11 65T.
 GW2663
 GW2663                          STATION RECOVERY (2006)
 GW2663
 GW2663'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2663'ADDITIONAL INOFRMATION
 GW2663' 
 GW2663'NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2664 ***********************************************************************
 GW2664  DESIGNATION -  BEDFORD 092
 GW2664  PID         -  GW2664
 GW2664  STATE/COUNTY-  VA/BEDFORD
 GW2664  USGS QUAD   -  FOREST (1985)
 GW2664
 GW2664                         *CURRENT SURVEY CONTROL
 GW2664  ___________________________________________________________________
 GW2664* NAD 83(1993)-  37 21 54.79643(N)    079 16 27.88711(W)     ADJUSTED  
 GW2664* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 GW2664  ___________________________________________________________________
 GW2664  X           -     944,609.275 (meters)                     COMP
 GW2664  Y           -  -4,986,995.043 (meters)                     COMP
 GW2664  Z           -   3,849,816.655 (meters)                     COMP
 GW2664  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 GW2664  ELLIP HEIGHT-         215.28  (meters)          (05/17/02) GPS OBS
 GW2664  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW2664
 GW2664  HORZ ORDER  -  FIRST
 GW2664  ELLP ORDER  -  FOURTH    CLASS II
 GW2664
 GW2664.The horizontal coordinates were established by GPS observations
 GW2664.and adjusted by the National Geodetic Survey in September 1995..
 GW2664
 GW2664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2664
 GW2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2664
 GW2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2664
 GW2664.The ellipsoidal height was determined by GPS observations
 GW2664.and is referenced to NAD 83.
 GW2664
 GW2664.The geoid height was determined by GEOID03.
 GW2664
 GW2664;                    North         East     Units Scale Factor Converg.
 GW2664;SPC VA S     - 1,114,794.870 3,431,403.803   MT  0.99994540   -0 28 12.0
 GW2664;SPC VA S     - 3,657,456.17 11,257,863.98   sFT  0.99994540   -0 28 12.0
 GW2664;UTM  17      - 4,136,785.516   652,804.620   MT  0.99988762   +1 02 50.8
 GW2664
 GW2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2664!SPC VA S     -   0.99996622  x   0.99994540  =   0.99991162
 GW2664!UTM  17      -   0.99996622  x   0.99988762  =   0.99985384
 GW2664
 GW2664                          SUPERSEDED SURVEY CONTROL
 GW2664
 GW2664  ELLIP H (09/08/95)  215.34   (m)                       GP(       ) 4 2
 GW2664  NAD 83(1993)-  37 21 54.79643(N)    079 16 27.88713(W) AD(       ) 1
 GW2664  ELLIP H (11/14/94)  215.34   (m)                       GP(       ) 4 2
 GW2664  NAD 83(1986)-  37 21 54.80175(N)    079 16 27.89944(W) AD(       ) 1
 GW2664  NGVD 29 (07/01/93)  247.4    (m)          812.     (f) GPS OBS        
 GW2664
 GW2664.Superseded values are not recommended for survey control.
 GW2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2664.See file dsdata.txt to determine how the superseded data were derived.
 GW2664
 GW2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5280536786(NAD 83)
 GW2664_MARKER: DD = SURVEY DISK
 GW2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2664_SP_SET: CONCRETE POST
 GW2664_STAMPING: 092
 GW2664_MARK LOGO: VA-019
 GW2664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2664+STABILITY: SURFACE MOTION
 GW2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2664+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 GW2664
 GW2664  HISTORY     - Date     Condition        Report By
 GW2664  HISTORY     - 1992     MONUMENTED       MSI
 GW2664  HISTORY     - 20060429 GOOD             USPSQD
 GW2664
 GW2664                          STATION DESCRIPTION
 GW2664
 GW2664'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2664'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2664'MI (1.6 KM) EAST OF FOREST ON THE SOUTH SIDE OF U.S. 221.
 GW2664'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 811,
 GW2664'PROCEED EAST 1.0 MI (1.6 KM) ALONG U.S. 221 TO THE STATION ON THE
 GW2664'RIGHT NEAR A FIRE HYDRANT.
 GW2664'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2664'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2664'STAMPED 092.  THE DISK IS LOCATED 34.4 FT (10.5 M) SOUTH OF THE
 GW2664'CENTERLINE OF U.S. 221, 9.5 FT (2.9 M) EAST OF POWER POLE 21, AND
 GW2664'33.8 FT (10.3 M) WEST OF THE FIRE HYDRANT.
 GW2664
 GW2664                          STATION RECOVERY (2006)
 GW2664
 GW2664'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2664'ADDITIONAL INOFRMATION
 GW2664' 
 GW2664'NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2665 ***********************************************************************
 GW2665  DESIGNATION -  BEDFORD 093
 GW2665  PID         -  GW2665
 GW2665  STATE/COUNTY-  VA/BEDFORD
 GW2665  USGS QUAD   -  BOONSBORO (1978)
 GW2665
 GW2665                         *CURRENT SURVEY CONTROL
 GW2665  ___________________________________________________________________
 GW2665* NAD 83(1993)-  37 23 12.16956(N)    079 17 12.62380(W)     ADJUSTED  
 GW2665* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 GW2665  ___________________________________________________________________
 GW2665  X           -     943,259.166 (meters)                     COMP
 GW2665  Y           -  -4,985,780.805 (meters)                     COMP
 GW2665  Z           -   3,851,715.247 (meters)                     COMP
 GW2665  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 GW2665  ELLIP HEIGHT-         220.17  (meters)          (05/17/02) GPS OBS
 GW2665  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW2665
 GW2665  HORZ ORDER  -  FIRST
 GW2665  ELLP ORDER  -  FOURTH    CLASS II
 GW2665
 GW2665.The horizontal coordinates were established by GPS observations
 GW2665.and adjusted by the National Geodetic Survey in September 1995..
 GW2665
 GW2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2665
 GW2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2665
 GW2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2665
 GW2665.The ellipsoidal height was determined by GPS observations
 GW2665.and is referenced to NAD 83.
 GW2665
 GW2665.The geoid height was determined by GEOID03.
 GW2665
 GW2665;                    North         East     Units Scale Factor Converg.
 GW2665;SPC VA S     - 1,117,189.102 3,430,322.958   MT  0.99994546   -0 28 39.2
 GW2665;SPC VA S     - 3,665,311.25 11,254,317.90   sFT  0.99994546   -0 28 39.2
 GW2665;UTM  17      - 4,139,150.139   651,660.810   MT  0.99988333   +1 02 25.5
 GW2665
 GW2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2665!SPC VA S     -   0.99996545  x   0.99994546  =   0.99991091
 GW2665!UTM  17      -   0.99996545  x   0.99988333  =   0.99984879
 GW2665
 GW2665                          SUPERSEDED SURVEY CONTROL
 GW2665
 GW2665  ELLIP H (09/08/95)  220.23   (m)                       GP(       ) 4 2
 GW2665  NAD 83(1993)-  37 23 12.16956(N)    079 17 12.62382(W) AD(       ) 1
 GW2665  ELLIP H (11/14/94)  220.23   (m)                       GP(       ) 4 2
 GW2665  NAD 83(1986)-  37 23 12.17489(N)    079 17 12.63615(W) AD(       ) 1
 GW2665  NGVD 29 (07/01/93)  252.3    (m)          828.     (f) GPS OBS        
 GW2665
 GW2665.Superseded values are not recommended for survey control.
 GW2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2665.See file dsdata.txt to determine how the superseded data were derived.
 GW2665
 GW2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5166139150(NAD 83)
 GW2665_MARKER: DD = SURVEY DISK
 GW2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2665_SP_SET: CONCRETE POST
 GW2665_STAMPING: 093
 GW2665_MARK LOGO: VA-019
 GW2665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2665+STABILITY: SURFACE MOTION
 GW2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2665+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 GW2665
 GW2665  HISTORY     - Date     Condition        Report By
 GW2665  HISTORY     - 1992     MONUMENTED       MSI
 GW2665  HISTORY     - 20060429 GOOD             USPSQD
 GW2665
 GW2665                          STATION DESCRIPTION
 GW2665
 GW2665'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2665'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2665'MI (2.3 KM) NORTH OF FOREST ON THE EAST SIDE OF S.R. 662.
 GW2665'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 811,
 GW2665'PROCEED WEST 0.8 MI (1.3 KM) ALONG U.S. 221 TO THE INTERSECTION WITH
 GW2665'S.R. 663.  TURN RIGHT AND TRAVEL NORTHWEST 0.2 MI (0.3 KM) ALONG S.R.
 GW2665'663 TO THE INTERSECTION WITH S.R. 662 NORTH.  TURN RIGHT AND GO NORTH
 GW2665'1.4 MI (2.3 KM) ALONG S.R. 662 TO THE STATION ON THE LEFT AT THE
 GW2665'ENTRANCE TO A PRIVATE PAVED ROAD.
 GW2665'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2665'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2665'STAMPED 093.  THE DISK IS LOCATED 35.0 FT (10.7 M) WEST OF THE
 GW2665'CENTERLINE OF S.R. 662, 12.3 FT (3.7 M) SOUTHEAST OF POWER POLE
 GW2665'126-289, AND 45.6 FT (13.9 M) SOUTHWEST OF THE EASTERN GATEPOST.
 GW2665
 GW2665                          STATION RECOVERY (2006)
 GW2665
 GW2665'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2665'ADDITIONAL INOFRMATION
 GW2665'STATION LOCATED IN THE NORTHWEST QUADRANT OF STATE ROAD 662 (HOPPER
 GW2665'ROAD) AND STATE ROAD 1028 (BROCKENBROUGH PLACE)
 GW2665' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2666 ***********************************************************************
 GW2666  DESIGNATION -  BEDFORD 094
 GW2666  PID         -  GW2666
 GW2666  STATE/COUNTY-  VA/BEDFORD
 GW2666  USGS QUAD   -  LYNCHBURG (1984)
 GW2666
 GW2666                         *CURRENT SURVEY CONTROL
 GW2666  ___________________________________________________________________
 GW2666* NAD 83(1993)-  37 23 37.11825(N)    079 14 02.39970(W)     ADJUSTED  
 GW2666* NAVD 88     -       255.7    (meters)     839.     (feet)  VERTCON   
 GW2666  ___________________________________________________________________
 GW2666  X           -     947,770.115 (meters)                     COMP
 GW2666  Y           -  -4,984,452.825 (meters)                     COMP
 GW2666  Z           -   3,852,328.623 (meters)                     COMP
 GW2666  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 GW2666  ELLIP HEIGHT-         223.88  (meters)          (05/17/02) GPS OBS
 GW2666  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2666
 GW2666  HORZ ORDER  -  FIRST
 GW2666  ELLP ORDER  -  FOURTH    CLASS II
 GW2666
 GW2666.The horizontal coordinates were established by GPS observations
 GW2666.and adjusted by the National Geodetic Survey in September 1995..
 GW2666
 GW2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2666
 GW2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2666
 GW2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2666
 GW2666.The ellipsoidal height was determined by GPS observations
 GW2666.and is referenced to NAD 83.
 GW2666
 GW2666.The geoid height was determined by GEOID03.
 GW2666
 GW2666;                    North         East     Units Scale Factor Converg.
 GW2666;SPC VA S     - 1,117,920.493 3,435,007.984   MT  0.99994551   -0 26 43.7
 GW2666;SPC VA S     - 3,667,710.82 11,269,688.69   sFT  0.99994551   -0 26 43.7
 GW2666;UTM  17      - 4,140,005.344   656,324.566   MT  0.99990102   +1 04 21.7
 GW2666
 GW2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2666!SPC VA S     -   0.99996487  x   0.99994551  =   0.99991038
 GW2666!UTM  17      -   0.99996487  x   0.99990102  =   0.99986589
 GW2666
 GW2666                          SUPERSEDED SURVEY CONTROL
 GW2666
 GW2666  ELLIP H (09/08/95)  223.94   (m)                       GP(       ) 4 2
 GW2666  NAD 83(1993)-  37 23 37.11825(N)    079 14 02.39969(W) AD(       ) 1
 GW2666  ELLIP H (11/14/94)  223.94   (m)                       GP(       ) 4 2
 GW2666  NAD 83(1986)-  37 23 37.12335(N)    079 14 02.41195(W) AD(       ) 1
 GW2666  NGVD 29 (07/01/93)  256.0    (m)          840.     (f) GPS OBS        
 GW2666
 GW2666.Superseded values are not recommended for survey control.
 GW2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2666.See file dsdata.txt to determine how the superseded data were derived.
 GW2666
 GW2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5632540005(NAD 83)
 GW2666_MARKER: DD = SURVEY DISK
 GW2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2666_SP_SET: CONCRETE POST
 GW2666_STAMPING: 094
 GW2666_MARK LOGO: VA-019
 GW2666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2666+STABILITY: SURFACE MOTION
 GW2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2666+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2666
 GW2666  HISTORY     - Date     Condition        Report By
 GW2666  HISTORY     - 1992     MONUMENTED       MSI
 GW2666
 GW2666                          STATION DESCRIPTION
 GW2666
 GW2666'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2666'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.9
 GW2666'MI (4.7 KM) WEST OF LYNCHBURG COLLEGE ON THE SOUTH SIDE OF U.S. 221.
 GW2666'TO REACH THE STATION FROM THE WESTERN INTERSECTION OF U.S. 221 AND
 GW2666'S.R. 291, PROCEED WEST 0.6 MI (1.0 KM) ALONG U.S. 221 TO THE STATION
 GW2666'ON THE LEFT AT THE INTERSECTION WITH S.R. 855.
 GW2666'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2666'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2666'STAMPED 094.  THE DISK IS LOCATED 36.5 FT (11.1 M) SOUTHEAST OF THE
 GW2666'CENTERLINE OF U.S. 221, 26.8 FT (8.2 M) WEST OF THE CENTERLINE OF
 GW2666'S.R. 855, AND 32.4 FT (9.9 M) NORTHEAST OF POWER POLE 255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2667 ***********************************************************************
 GW2667  DESIGNATION -  BEDFORD 095
 GW2667  PID         -  GW2667
 GW2667  STATE/COUNTY-  VA/BEDFORD
 GW2667  USGS QUAD   -  BOONSBORO (1978)
 GW2667
 GW2667                         *CURRENT SURVEY CONTROL
 GW2667  ___________________________________________________________________
 GW2667* NAD 83(1993)-  37 24 02.27181(N)    079 15 30.73921(W)     ADJUSTED  
 GW2667* NAVD 88     -       225.6    (meters)     740.     (feet)  VERTCON   
 GW2667  ___________________________________________________________________
 GW2667  X           -     945,543.030 (meters)                     COMP
 GW2667  Y           -  -4,984,372.010 (meters)                     COMP
 GW2667  Z           -   3,852,926.390 (meters)                     COMP
 GW2667  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 GW2667  ELLIP HEIGHT-         193.72  (meters)          (05/17/02) GPS OBS
 GW2667  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW2667
 GW2667  HORZ ORDER  -  FIRST
 GW2667  ELLP ORDER  -  FOURTH    CLASS II
 GW2667
 GW2667.The horizontal coordinates were established by GPS observations
 GW2667.and adjusted by the National Geodetic Survey in September 1995..
 GW2667
 GW2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2667
 GW2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2667
 GW2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2667
 GW2667.The ellipsoidal height was determined by GPS observations
 GW2667.and is referenced to NAD 83.
 GW2667
 GW2667.The geoid height was determined by GEOID03.
 GW2667
 GW2667;                    North         East     Units Scale Factor Converg.
 GW2667;SPC VA S     - 1,118,713.066 3,432,841.477   MT  0.99994557   -0 27 37.4
 GW2667;SPC VA S     - 3,670,311.12 11,262,580.75   sFT  0.99994557   -0 27 37.4
 GW2667;UTM  17      - 4,140,740.201   654,137.926   MT  0.99989266   +1 03 28.6
 GW2667
 GW2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2667!SPC VA S     -   0.99996960  x   0.99994557  =   0.99991517
 GW2667!UTM  17      -   0.99996960  x   0.99989266  =   0.99986226
 GW2667
 GW2667                          SUPERSEDED SURVEY CONTROL
 GW2667
 GW2667  ELLIP H (09/08/95)  193.78   (m)                       GP(       ) 4 2
 GW2667  NAD 83(1993)-  37 24 02.27181(N)    079 15 30.73921(W) AD(       ) 1
 GW2667  ELLIP H (11/14/94)  193.78   (m)                       GP(       ) 4 2
 GW2667  NAD 83(1986)-  37 24 02.27692(N)    079 15 30.75143(W) AD(       ) 1
 GW2667  NGVD 29 (07/01/93)  225.9    (m)          741.     (f) GPS OBS        
 GW2667
 GW2667.Superseded values are not recommended for survey control.
 GW2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2667.See file dsdata.txt to determine how the superseded data were derived.
 GW2667
 GW2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5413840740(NAD 83)
 GW2667_MARKER: DD = SURVEY DISK
 GW2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2667_SP_SET: CONCRETE POST
 GW2667_STAMPING: 095
 GW2667_MARK LOGO: VA-019
 GW2667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2667+STABILITY: SURFACE MOTION
 GW2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2667+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2667
 GW2667  HISTORY     - Date     Condition        Report By
 GW2667  HISTORY     - 1992     MONUMENTED       MSI
 GW2667  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 GW2667
 GW2667                          STATION DESCRIPTION
 GW2667
 GW2667'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2667'THE STATION IS LOCATED IN THE CITY OF LYNCHBURG, VIRGINIA,
 GW2667'APPROXIMATELY 3.5 MI (5.6 KM) WEST OF LYNCHBURG COLLEGE ON THE WEST
 GW2667'SIDE OF S.R. 660.
 GW2667'TO REACH THE STATION FROM THE WESTERN INTERSECTION OF U.S. 221 AND
 GW2667'S.R. 621, PROCEED NORTHWEST 0.8 MI (1.3 KM) ALONG S.R. 621 TO THE
 GW2667'INTERSECTION WITH S.R. 660.  TURN RIGHT AND GO NORTHEAST 0.5 MI
 GW2667'(0.8 KM) ALONG S.R. 660 TO THE STATION ON THE LEFT ACROSS FROM A
 GW2667'TELEPHONE BOX.
 GW2667'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2667'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2667'STAMPED 095.  THE DISK IS LOCATED 12.5 FT (3.8 M) WEST OF THE
 GW2667'CENTERLINE OF S.R. 660, 40.0 FT (12.2 M) WEST OF A TELEPHONE BOX, AND
 GW2667'195 FT (59.4 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY.
 GW2667
 GW2667                          STATION RECOVERY (2006)
 GW2667
 GW2667'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2667'ADDITIONAL INOFRMATION
 GW2667'DUE TO DEVELOPMENT STATE ROAD 660 IS BEING REBUILT
 GW2667'THERE IS EVIDENCT THAT A WATER LINE HADS BEEN INSTALLED ALONG THE SIDE
 GW2667'OF STATE ROAD 660 WHERE THE STATION SHOULD HAVE BEEN
 GW2667'STATION PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2668 ***********************************************************************
 GW2668  DESIGNATION -  BEDFORD 096
 GW2668  PID         -  GW2668
 GW2668  STATE/COUNTY-  VA/BEDFORD
 GW2668  USGS QUAD   -  BOONSBORO (1978)
 GW2668
 GW2668                         *CURRENT SURVEY CONTROL
 GW2668  ___________________________________________________________________
 GW2668* NAD 83(1993)-  37 24 59.68324(N)    079 21 54.37204(W)     ADJUSTED  
 GW2668* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 GW2668  ___________________________________________________________________
 GW2668  X           -     936,080.507 (meters)                     COMP
 GW2668  Y           -  -4,985,107.828 (meters)                     COMP
 GW2668  Z           -   3,854,365.522 (meters)                     COMP
 GW2668  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GW2668  ELLIP HEIGHT-         248.32  (meters)          (05/17/02) GPS OBS
 GW2668  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW2668
 GW2668  HORZ ORDER  -  FIRST
 GW2668  ELLP ORDER  -  FOURTH    CLASS II
 GW2668
 GW2668.The horizontal coordinates were established by GPS observations
 GW2668.and adjusted by the National Geodetic Survey in September 1995..
 GW2668
 GW2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2668
 GW2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2668
 GW2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2668
 GW2668.The ellipsoidal height was determined by GPS observations
 GW2668.and is referenced to NAD 83.
 GW2668
 GW2668.The geoid height was determined by GEOID03.
 GW2668
 GW2668;                    North         East     Units Scale Factor Converg.
 GW2668;SPC VA S     - 1,120,563.982 3,423,423.057   MT  0.99994577   -0 31 30.2
 GW2668;SPC VA S     - 3,676,383.66 11,231,680.48   sFT  0.99994577   -0 31 30.2
 GW2668;UTM  17      - 4,142,340.775   644,674.434   MT  0.99985783   +0 59 36.8
 GW2668
 GW2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2668!SPC VA S     -   0.99996103  x   0.99994577  =   0.99990681
 GW2668!UTM  17      -   0.99996103  x   0.99985783  =   0.99981887
 GW2668
 GW2668                          SUPERSEDED SURVEY CONTROL
 GW2668
 GW2668  ELLIP H (09/08/95)  248.39   (m)                       GP(       ) 4 2
 GW2668  NAD 83(1993)-  37 24 59.68326(N)    079 21 54.37206(W) AD(       ) 1
 GW2668  ELLIP H (11/14/94)  248.39   (m)                       GP(       ) 4 2
 GW2668  NAD 83(1986)-  37 24 59.68895(N)    079 21 54.38460(W) AD(       ) 1
 GW2668  NGVD 29 (07/01/93)  280.7    (m)          921.     (f) GPS OBS        
 GW2668
 GW2668.Superseded values are not recommended for survey control.
 GW2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2668.See file dsdata.txt to determine how the superseded data were derived.
 GW2668
 GW2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4467442341(NAD 83)
 GW2668_MARKER: DD = SURVEY DISK
 GW2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2668_SP_SET: CONCRETE POST
 GW2668_STAMPING: 096
 GW2668_MARK LOGO: VA-019
 GW2668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2668+STABILITY: SURFACE MOTION
 GW2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2668+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2668
 GW2668  HISTORY     - Date     Condition        Report By
 GW2668  HISTORY     - 1992     MONUMENTED       MSI
 GW2668
 GW2668                          STATION DESCRIPTION
 GW2668
 GW2668'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2668'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.2
 GW2668'MI (1.9 KM) WEST OF PERROWVILLE ON THE SOUTH SIDE OF S.R. 644.
 GW2668'TO REACH THE STATION FROM THE EASTERN INTERSECTION OF S.R. 663 AND
 GW2668'S.R. 644, PROCEED WEST 1.2 MI (1.9 KM) ALONG S.R. 644 TO THE STATION
 GW2668'ON THE RIGHT NEAR THE POWER LINE.
 GW2668'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2668'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2668'STAMPED 096.  THE DISK IS LOCATED 17.2 FT (5.2 M) NORTH OF THE
 GW2668'CENTERLINE OF S.R. 644, 36.5 FT (11.1 M) NORTH OF MAIL BOX 120AA, AND
 GW2668'37.8 FT (11.5 M) NORTH OF THE POWER POLE 100-187.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2669 ***********************************************************************
 GW2669  DESIGNATION -  BEDFORD 097
 GW2669  PID         -  GW2669
 GW2669  STATE/COUNTY-  VA/BEDFORD
 GW2669  USGS QUAD   -  BOONSBORO (1978)
 GW2669
 GW2669                         *CURRENT SURVEY CONTROL
 GW2669  ___________________________________________________________________
 GW2669* NAD 83(1993)-  37 25 10.95737(N)    079 19 50.11790(W)     ADJUSTED  
 GW2669* NAVD 88     -       260.4    (meters)     854.     (feet)  VERTCON   
 GW2669  ___________________________________________________________________
 GW2669  X           -     939,041.333 (meters)                     COMP
 GW2669  Y           -  -4,984,319.897 (meters)                     COMP
 GW2669  Z           -   3,854,629.455 (meters)                     COMP
 GW2669  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 GW2669  ELLIP HEIGHT-         228.36  (meters)          (05/17/02) GPS OBS
 GW2669  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2669
 GW2669  HORZ ORDER  -  FIRST
 GW2669  ELLP ORDER  -  FOURTH    CLASS II
 GW2669
 GW2669.The horizontal coordinates were established by GPS observations
 GW2669.and adjusted by the National Geodetic Survey in September 1995..
 GW2669
 GW2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2669
 GW2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2669
 GW2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2669
 GW2669.The ellipsoidal height was determined by GPS observations
 GW2669.and is referenced to NAD 83.
 GW2669
 GW2669.The geoid height was determined by GEOID03.
 GW2669
 GW2669;                    North         East     Units Scale Factor Converg.
 GW2669;SPC VA S     - 1,120,884.084 3,426,481.225   MT  0.99994582   -0 30 14.8
 GW2669;SPC VA S     - 3,677,433.87 11,241,713.82   sFT  0.99994582   -0 30 14.8
 GW2669;UTM  17      - 4,142,741.780   647,722.794   MT  0.99986880   +1 00 52.6
 GW2669
 GW2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2669!SPC VA S     -   0.99996417  x   0.99994582  =   0.99990999
 GW2669!UTM  17      -   0.99996417  x   0.99986880  =   0.99983297
 GW2669
 GW2669                          SUPERSEDED SURVEY CONTROL
 GW2669
 GW2669  ELLIP H (09/08/95)  228.42   (m)                       GP(       ) 4 2
 GW2669  NAD 83(1993)-  37 25 10.95740(N)    079 19 50.11791(W) AD(       ) 1
 GW2669  ELLIP H (11/14/94)  228.42   (m)                       GP(       ) 4 2
 GW2669  NAD 83(1986)-  37 25 10.96277(N)    079 19 50.13023(W) AD(       ) 1
 GW2669  NGVD 29 (07/01/93)  260.6    (m)          855.     (f) GPS OBS        
 GW2669
 GW2669.Superseded values are not recommended for survey control.
 GW2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2669.See file dsdata.txt to determine how the superseded data were derived.
 GW2669
 GW2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4772342742(NAD 83)
 GW2669_MARKER: DD = SURVEY DISK
 GW2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2669_SP_SET: CONCRETE POST
 GW2669_STAMPING: 097
 GW2669_MARK LOGO: VA-019
 GW2669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2669+STABILITY: SURFACE MOTION
 GW2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2669+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2669
 GW2669  HISTORY     - Date     Condition        Report By
 GW2669  HISTORY     - 1992     MONUMENTED       MSI
 GW2669
 GW2669                          STATION DESCRIPTION
 GW2669
 GW2669'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2669'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2669'MI (1.3 KM) EAST OF PERROWVILLE ON THE EAST SIDE OF S.R. 644.
 GW2669'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 663 AND S.R. 644,
 GW2669'PROCEED EAST 0.8 MI (1.3 KM) ALONG S.R. 644 TO THE STATION ON THE
 GW2669'RIGHT AT THE INTERSECTION WITH S.R. 781.
 GW2669'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2669'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2669'STAMPED 097.  THE DISK IS LOCATED 38.0 FT (11.6 M) WEST OF THE
 GW2669'CENTERLINE OF S.R. 644, 26.0 FT (7.9 M) NORTHEAST OF THE FENCE POST
 GW2669'AT A GATE, AND 88.0 FT (26.8 M) NORTH OF THE CENTERLINE OF S.R. 781.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2670 ***********************************************************************
 GW2670  DESIGNATION -  BEDFORD 098
 GW2670  PID         -  GW2670
 GW2670  STATE/COUNTY-  VA/BEDFORD
 GW2670  USGS QUAD   -  BOONSBORO (1978)
 GW2670
 GW2670                         *CURRENT SURVEY CONTROL
 GW2670  ___________________________________________________________________
 GW2670* NAD 83(1993)-  37 25 30.39513(N)    079 18 23.55099(W)     ADJUSTED  
 GW2670* NAVD 88     -       334.3    (meters)    1097.     (feet)  VERTCON   
 GW2670  ___________________________________________________________________
 GW2670  X           -     941,076.433 (meters)                     COMP
 GW2670  Y           -  -4,983,625.206 (meters)                     COMP
 GW2670  Z           -   3,855,150.320 (meters)                     COMP
 GW2670  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GW2670  ELLIP HEIGHT-         302.30  (meters)          (05/17/02) GPS OBS
 GW2670  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2670
 GW2670  HORZ ORDER  -  FIRST
 GW2670  ELLP ORDER  -  FOURTH    CLASS II
 GW2670
 GW2670.The horizontal coordinates were established by GPS observations
 GW2670.and adjusted by the National Geodetic Survey in September 1995..
 GW2670
 GW2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2670
 GW2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2670
 GW2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2670
 GW2670.The ellipsoidal height was determined by GPS observations
 GW2670.and is referenced to NAD 83.
 GW2670
 GW2670.The geoid height was determined by GEOID03.
 GW2670
 GW2670;                    North         East     Units Scale Factor Converg.
 GW2670;SPC VA S     - 1,121,464.828 3,428,614.734   MT  0.99994591   -0 29 22.2
 GW2670;SPC VA S     - 3,679,339.19 11,248,713.51   sFT  0.99994591   -0 29 22.2
 GW2670;UTM  17      - 4,143,378.820   649,840.006   MT  0.99987657   +1 01 45.6
 GW2670
 GW2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2670!SPC VA S     -   0.99995256  x   0.99994591  =   0.99989848
 GW2670!UTM  17      -   0.99995256  x   0.99987657  =   0.99982914
 GW2670
 GW2670                          SUPERSEDED SURVEY CONTROL
 GW2670
 GW2670  ELLIP H (09/08/95)  302.36   (m)                       GP(       ) 4 2
 GW2670  NAD 83(1993)-  37 25 30.39516(N)    079 18 23.55100(W) AD(       ) 1
 GW2670  ELLIP H (11/14/94)  302.36   (m)                       GP(       ) 4 2
 GW2670  NAD 83(1986)-  37 25 30.40025(N)    079 18 23.56339(W) AD(       ) 1
 GW2670  NGVD 29 (07/01/93)  334.6    (m)         1098.     (f) GPS OBS        
 GW2670
 GW2670.Superseded values are not recommended for survey control.
 GW2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2670.See file dsdata.txt to determine how the superseded data were derived.
 GW2670
 GW2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4984043379(NAD 83)
 GW2670_MARKER: DD = SURVEY DISK
 GW2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2670_SP_SET: CONCRETE POST
 GW2670_STAMPING: 098
 GW2670_MARK LOGO: VA-019
 GW2670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2670+STABILITY: SURFACE MOTION
 GW2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2670+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2670
 GW2670  HISTORY     - Date     Condition        Report By
 GW2670  HISTORY     - 1992     MONUMENTED       MSI
 GW2670
 GW2670                          STATION DESCRIPTION
 GW2670
 GW2670'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2670'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.1
 GW2670'MI (3.4 KM) EAST OF PERROWVILLE ON THE EAST SIDE OF S.R. 621.
 GW2670'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 663 AND S.R. 644,
 GW2670'PROCEED EAST 3.3 MI (5.3 KM) ALONG S.R. 644 TO THE INTERSECTION WITH
 GW2670'S.R. 621.  TURN RIGHT AND GO SOUTH 0.4 MI (0.6 KM) ALONG S.R. 621 TO
 GW2670'THE STATION ON THE LEFT ACROSS FROM THE ALTADORE BAPTIST CHURCH
 GW2670'PARKING LOT.
 GW2670'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2670'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2670'STAMPED 098.  THE DISK IS LOCATED 17.7 FT (5.4 M) EAST OF THE
 GW2670'CENTERLINE OF S.R. 621, 85.3 FT (26.0 M) SOUTHEAST OF THE POWER POLE
 GW2670'77-139, AND 62.1 FT (18.9 M) SOUTH OF THE UNDERGROUND CABLE CROSSING
 GW2670'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2671 ***********************************************************************
 GW2671  DESIGNATION -  BEDFORD 099
 GW2671  PID         -  GW2671
 GW2671  STATE/COUNTY-  VA/BEDFORD
 GW2671  USGS QUAD   -  BOONSBORO (1978)
 GW2671
 GW2671                         *CURRENT SURVEY CONTROL
 GW2671  ___________________________________________________________________
 GW2671* NAD 83(1993)-  37 25 03.90920(N)    079 16 41.26416(W)     ADJUSTED  
 GW2671* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 GW2671  ___________________________________________________________________
 GW2671  X           -     943,629.496 (meters)                     COMP
 GW2671  Y           -  -4,983,589.903 (meters)                     COMP
 GW2671  Z           -   3,854,458.538 (meters)                     COMP
 GW2671  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 GW2671  ELLIP HEIGHT-         231.10  (meters)          (05/17/02) GPS OBS
 GW2671  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW2671
 GW2671  HORZ ORDER  -  FIRST
 GW2671  ELLP ORDER  -  FOURTH    CLASS II
 GW2671
 GW2671.The horizontal coordinates were established by GPS observations
 GW2671.and adjusted by the National Geodetic Survey in September 1995..
 GW2671
 GW2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2671
 GW2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2671
 GW2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2671
 GW2671.The ellipsoidal height was determined by GPS observations
 GW2671.and is referenced to NAD 83.
 GW2671
 GW2671.The geoid height was determined by GEOID03.
 GW2671
 GW2671;                    North         East     Units Scale Factor Converg.
 GW2671;SPC VA S     - 1,120,627.250 3,431,122.720   MT  0.99994578   -0 28 20.2
 GW2671;SPC VA S     - 3,676,591.24 11,256,941.79   sFT  0.99994578   -0 28 20.2
 GW2671;UTM  17      - 4,142,608.060   652,369.147   MT  0.99988598   +1 02 47.2
 GW2671
 GW2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2671!SPC VA S     -   0.99996374  x   0.99994578  =   0.99990952
 GW2671!UTM  17      -   0.99996374  x   0.99988598  =   0.99984972
 GW2671
 GW2671                          SUPERSEDED SURVEY CONTROL
 GW2671
 GW2671  ELLIP H (09/08/95)  231.16   (m)                       GP(       ) 4 2
 GW2671  NAD 83(1993)-  37 25 03.90920(N)    079 16 41.26418(W) AD(       ) 1
 GW2671  ELLIP H (11/14/94)  231.16   (m)                       GP(       ) 4 2
 GW2671  NAD 83(1986)-  37 25 03.91445(N)    079 16 41.27645(W) AD(       ) 1
 GW2671  NGVD 29 (07/01/93)  263.3    (m)          864.     (f) GPS OBS        
 GW2671
 GW2671.Superseded values are not recommended for survey control.
 GW2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2671.See file dsdata.txt to determine how the superseded data were derived.
 GW2671
 GW2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5236942608(NAD 83)
 GW2671_MARKER: DD = SURVEY DISK
 GW2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2671_SP_SET: CONCRETE POST
 GW2671_STAMPING: 099
 GW2671_MARK LOGO: VA-019
 GW2671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2671+STABILITY: SURFACE MOTION
 GW2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2671+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2671
 GW2671  HISTORY     - Date     Condition        Report By
 GW2671  HISTORY     - 1992     MONUMENTED       MSI
 GW2671
 GW2671                          STATION DESCRIPTION
 GW2671
 GW2671'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2671'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.3
 GW2671'MI (3.7 KM) SOUTH OF BOONSBORO ON THE WEST SIDE OF S.R. 659.
 GW2671'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2671'PROCEED SOUTHWEST 1.2 MI (1.9 KM) ALONG S.R. 644 TO THE INTERSECTION
 GW2671'WITH S.R. 620.  TURN LEFT AND GO SOUTH 0.3 MI (0.5 KM) ALONG S.R. 620
 GW2671'TO THE INTERSECTION WITH S.R. 659.  TURN LEFT AND GO SOUTH 1.4 MI
 GW2671'(2.3 KM) ALONG S.R. 659 TO THE STATION ON THE RIGHT AT THE
 GW2671'INTERSECTION WITH S.R. 660.
 GW2671'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2671'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2671'STAMPED 099.  THE DISK IS LOCATED 24.2 FT (7.4 M) NORTH OF THE
 GW2671'CENTERLINE OF S.R. 660, 70.5 FT (21.5 M) WEST OF THE CENTERLINE OF
 GW2671'S.R. 659, AND 90.8 FT (27.7 M) NORTHEAST OF THE POWER POLE 78-74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2672 ***********************************************************************
 GW2672  DESIGNATION -  BEDFORD 100
 GW2672  PID         -  GW2672
 GW2672  STATE/COUNTY-  VA/BEDFORD
 GW2672  USGS QUAD   -  LYNCHBURG (1984)
 GW2672
 GW2672                         *CURRENT SURVEY CONTROL
 GW2672  ___________________________________________________________________
 GW2672* NAD 83(1993)-  37 25 26.16564(N)    079 14 56.86791(W)     ADJUSTED  
 GW2672* NAVD 88     -       249.9    (meters)     820.     (feet)  VERTCON   
 GW2672  ___________________________________________________________________
 GW2672  X           -     946,071.978 (meters)                     COMP
 GW2672  Y           -  -4,982,691.762 (meters)                     COMP
 GW2672  Z           -   3,854,995.503 (meters)                     COMP
 GW2672  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GW2672  ELLIP HEIGHT-         217.95  (meters)          (05/17/02) GPS OBS
 GW2672  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW2672
 GW2672  HORZ ORDER  -  FIRST
 GW2672  ELLP ORDER  -  FOURTH    CLASS II
 GW2672
 GW2672.The horizontal coordinates were established by GPS observations
 GW2672.and adjusted by the National Geodetic Survey in September 1995..
 GW2672
 GW2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2672
 GW2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2672
 GW2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2672
 GW2672.The ellipsoidal height was determined by GPS observations
 GW2672.and is referenced to NAD 83.
 GW2672
 GW2672.The geoid height was determined by GEOID03.
 GW2672
 GW2672;                    North         East     Units Scale Factor Converg.
 GW2672;SPC VA S     - 1,121,292.578 3,433,694.997   MT  0.99994588   -0 27 16.8
 GW2672;SPC VA S     - 3,678,774.07 11,265,381.00   sFT  0.99994588   -0 27 16.8
 GW2672;UTM  17      - 4,143,341.293   654,922.745   MT  0.99989565   +1 03 51.2
 GW2672
 GW2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2672!SPC VA S     -   0.99996580  x   0.99994588  =   0.99991168
 GW2672!UTM  17      -   0.99996580  x   0.99989565  =   0.99986145
 GW2672
 GW2672                          SUPERSEDED SURVEY CONTROL
 GW2672
 GW2672  ELLIP H (09/08/95)  218.01   (m)                       GP(       ) 4 2
 GW2672  NAD 83(1993)-  37 25 26.16565(N)    079 14 56.86791(W) AD(       ) 1
 GW2672  ELLIP H (11/14/94)  218.02   (m)                       GP(       ) 4 2
 GW2672  NAD 83(1986)-  37 25 26.17077(N)    079 14 56.88013(W) AD(       ) 1
 GW2672  NGVD 29 (07/01/93)  250.1    (m)          821.     (f) GPS OBS        
 GW2672
 GW2672.Superseded values are not recommended for survey control.
 GW2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2672.See file dsdata.txt to determine how the superseded data were derived.
 GW2672
 GW2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5492343341(NAD 83)
 GW2672_MARKER: DD = SURVEY DISK
 GW2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2672_SP_SET: CONCRETE POST
 GW2672_STAMPING: 100
 GW2672_MARK LOGO: VA-019
 GW2672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2672+STABILITY: SURFACE MOTION
 GW2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2672+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2672
 GW2672  HISTORY     - Date     Condition        Report By
 GW2672  HISTORY     - 1992     MONUMENTED       MSI
 GW2672  HISTORY     - 20051026 GOOD             GEOCAC
 GW2672
 GW2672                          STATION DESCRIPTION
 GW2672
 GW2672'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2672'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.7
 GW2672'MI (2.7 KM) SOUTHEAST OF BOONSBORO ON THE SOUTHWEST SIDE OF S.R. 620
 GW2672'(WIGGINGTON ROAD).
 GW2672'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2672'PROCEED SOUTHWEST 1.2 MI (1.9 KM) ALONG S.R. 644 TO THE INTERSECTION
 GW2672'WITH S.R. 620.  TURN LEFT AND GO SOUTH 1.4 MI (2.3 KM) ALONG S.R. 620
 GW2672'TO THE STATION ON THE RIGHT NEAR AN ASPHALT DRIVEWAY.
 GW2672'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2672'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2672'STAMPED 100.  THE DISK IS LOCATED 22.5 FT (6.9 M) WEST OF THE
 GW2672'CENTERLINE OF S.R. 620, 77.7 FT (23.7 M) SOUTH OF POWER POLE 79-483,
 GW2672'AND 106 FT (32.3 M) SOUTHWEST OF THE FIRE HYDRANT.
 GW2672
 GW2672                          STATION RECOVERY (2005)
 GW2672
 GW2672'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2673 ***********************************************************************
 GW2673  DESIGNATION -  BEDFORD 101
 GW2673  PID         -  GW2673
 GW2673  STATE/COUNTY-  VA/BEDFORD
 GW2673  USGS QUAD   -  BOONSBORO (1978)
 GW2673
 GW2673                         *CURRENT SURVEY CONTROL
 GW2673  ___________________________________________________________________
 GW2673* NAD 83(1993)-  37 26 55.85518(N)    079 19 52.29570(W)     ADJUSTED  
 GW2673* NAVD 88     -       307.5    (meters)    1009.     (feet)  VERTCON   
 GW2673  ___________________________________________________________________
 GW2673  X           -     938,631.683 (meters)                     COMP
 GW2673  Y           -  -4,982,434.656 (meters)                     COMP
 GW2673  Z           -   3,857,226.047 (meters)                     COMP
 GW2673  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 GW2673  ELLIP HEIGHT-         275.38  (meters)          (05/17/02) GPS OBS
 GW2673  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW2673
 GW2673  HORZ ORDER  -  FIRST
 GW2673  ELLP ORDER  -  FOURTH    CLASS II
 GW2673
 GW2673.The horizontal coordinates were established by GPS observations
 GW2673.and adjusted by the National Geodetic Survey in September 1995..
 GW2673
 GW2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2673
 GW2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2673
 GW2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2673
 GW2673.The ellipsoidal height was determined by GPS observations
 GW2673.and is referenced to NAD 83.
 GW2673
 GW2673.The geoid height was determined by GEOID03.
 GW2673
 GW2673;                    North         East     Units Scale Factor Converg.
 GW2673;SPC VA S     - 1,124,118.191 3,426,456.152   MT  0.99994641   -0 30 16.1
 GW2673;SPC VA S     - 3,688,044.43 11,241,631.56   sFT  0.99994641   -0 30 16.1
 GW2673;UTM  17      - 4,145,973.835   647,612.005   MT  0.99986840   +1 00 53.7
 GW2673
 GW2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2673!SPC VA S     -   0.99995679  x   0.99994641  =   0.99990320
 GW2673!UTM  17      -   0.99995679  x   0.99986840  =   0.99982519
 GW2673
 GW2673                          SUPERSEDED SURVEY CONTROL
 GW2673
 GW2673  NAD 83(1993)-  37 26 55.85520(N)    079 19 52.29571(W) AD(       ) 1
 GW2673  ELLIP H (11/14/94)  275.44   (m)                       GP(       ) 4 2
 GW2673  NAD 83(1986)-  37 26 55.86043(N)    079 19 52.30804(W) AD(       ) 1
 GW2673  NGVD 29 (07/01/93)  307.7    (m)         1010.     (f) GPS OBS        
 GW2673
 GW2673.Superseded values are not recommended for survey control.
 GW2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2673.See file dsdata.txt to determine how the superseded data were derived.
 GW2673
 GW2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4761245974(NAD 83)
 GW2673_MARKER: DD = SURVEY DISK
 GW2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2673_SP_SET: CONCRETE POST
 GW2673_STAMPING: 101
 GW2673_MARK LOGO: VA-019
 GW2673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2673+STABILITY: SURFACE MOTION
 GW2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2673+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2673
 GW2673  HISTORY     - Date     Condition        Report By
 GW2673  HISTORY     - 1992     MONUMENTED       MSI
 GW2673
 GW2673                          STATION DESCRIPTION
 GW2673
 GW2673'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2673'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.3
 GW2673'MI (3.7 KM) NORTH OF PERROWVILLE ON THE WEST SIDE OF S.R. 657.
 GW2673'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 663 AND S.R. 644,
 GW2673'PROCEED EAST 2.3 MI (3.7 KM) ALONG S.R. 644 TO THE INTERSECTION WITH
 GW2673'S.R. 657.  TURN LEFT AND GO NORTH 1.5 MI (2.4 KM) ALONG S.R. 657 TO
 GW2673'THE STATION ON THE LEFT IN THE ROAD SHOULDER.
 GW2673'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2673'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2673'STAMPED 101.  THE DISK IS LOCATED 2.0 FT (0.6 M) FROM A WITNESS
 GW2673'POST, 12.6 FT (3.8 M) WEST OF THE CENTERLINE OF S.R. 657, AND 32.3 FT
 GW2673'(9.8 M) WEST OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2674 ***********************************************************************
 GW2674  DESIGNATION -  BEDFORD 102
 GW2674  PID         -  GW2674
 GW2674  STATE/COUNTY-  VA/BEDFORD
 GW2674  USGS QUAD   -  BOONSBORO (1978)
 GW2674
 GW2674                         *CURRENT SURVEY CONTROL
 GW2674  ___________________________________________________________________
 GW2674* NAD 83(1993)-  37 27 51.21807(N)    079 18 26.84187(W)     ADJUSTED  
 GW2674* NAVD 88     -       622.1    (meters)    2041.     (feet)  VERTCON   
 GW2674  ___________________________________________________________________
 GW2674  X           -     940,549.513 (meters)                     COMP
 GW2674  Y           -  -4,981,270.691 (meters)                     COMP
 GW2674  Z           -   3,858,772.352 (meters)                     COMP
 GW2674  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GW2674  ELLIP HEIGHT-         589.97  (meters)          (05/17/02) GPS OBS
 GW2674  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2674
 GW2674  HORZ ORDER  -  FIRST
 GW2674  ELLP ORDER  -  FOURTH    CLASS II
 GW2674
 GW2674.The horizontal coordinates were established by GPS observations
 GW2674.and adjusted by the National Geodetic Survey in September 1995..
 GW2674
 GW2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2674
 GW2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2674
 GW2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2674
 GW2674.The ellipsoidal height was determined by GPS observations
 GW2674.and is referenced to NAD 83.
 GW2674
 GW2674.The geoid height was determined by GEOID03.
 GW2674
 GW2674;                    North         East     Units Scale Factor Converg.
 GW2674;SPC VA S     - 1,125,806.620 3,428,570.960   MT  0.99994682   -0 29 24.2
 GW2674;SPC VA S     - 3,693,583.89 11,248,569.89   sFT  0.99994682   -0 29 24.2
 GW2674;UTM  17      - 4,147,717.622   649,681.140   MT  0.99987598   +1 01 46.9
 GW2674
 GW2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2674!SPC VA S     -   0.99990743  x   0.99994682  =   0.99985425
 GW2674!UTM  17      -   0.99990743  x   0.99987598  =   0.99978342
 GW2674
 GW2674:                Primary Azimuth Mark                     Grid Az
 GW2674:SPC VA S     -  BEDFORD 103                              126 48 11.2
 GW2674:UTM  17      -  BEDFORD 103                              125 17 00.1
 GW2674
 GW2674|---------------------------------------------------------------------|
 GW2674| PID    Reference Object                     Distance      Geod. Az  |
 GW2674|                                                           dddmmss.s |
 GW2674| GW2675 BEDFORD 103                         APPROX. 1.0 KM 1261847.0 |
 GW2674|---------------------------------------------------------------------|
 GW2674
 GW2674                          SUPERSEDED SURVEY CONTROL
 GW2674
 GW2674  ELLIP H (09/08/95)  590.03   (m)                       GP(       ) 4 2
 GW2674  NAD 83(1993)-  37 27 51.21811(N)    079 18 26.84187(W) AD(       ) 1
 GW2674  ELLIP H (11/14/94)  590.03   (m)                       GP(       ) 4 2
 GW2674  NAD 83(1986)-  37 27 51.22316(N)    079 18 26.85420(W) AD(       ) 1
 GW2674  NGVD 29 (07/01/93)  622.3    (m)         2042.     (f) GPS OBS        
 GW2674
 GW2674.Superseded values are not recommended for survey control.
 GW2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2674.See file dsdata.txt to determine how the superseded data were derived.
 GW2674
 GW2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4968147718(NAD 83)
 GW2674_MARKER: DD = SURVEY DISK
 GW2674_SETTING: 66 = SET IN ROCK OUTCROP
 GW2674_SP_SET: ROCK OUTCROP
 GW2674_STAMPING: 102
 GW2674_MARK LOGO: VA-019
 GW2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2674+STABILITY: POSITION/ELEVATION WELL
 GW2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2674+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2674
 GW2674  HISTORY     - Date     Condition        Report By
 GW2674  HISTORY     - 1992     MONUMENTED       MSI
 GW2674
 GW2674                          STATION DESCRIPTION
 GW2674
 GW2674'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2674'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.8
 GW2674'MI (4.5 KM) WEST OF BOONSBORO ON THE PEAK OF FLEMING MOUNTAIN.
 GW2674'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 657 AND S.R. 651,
 GW2674'PROCEED WEST 1.3 MI (2.1 KM) ALONG S.R. 657 TO THE INTERSECTION WITH
 GW2674'THE ACCESS ROAD TO THE RADIO TOWER.  TURN LEFT AND GO SOUTH 2.O MI
 GW2674'ALONG THE ROAD TO THE HIGH TENSION POWER STRUCTURE ON TOP OF THE
 GW2674'PEAK.
 GW2674'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN A ROCK
 GW2674'OUTCROP APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 102.
 GW2674'THE DISK IS LOCATED 7.9 FT (2.4 M) NORTH OF A WITNESS POST AND
 GW2674'APPROXIMATELY 100 FT (30.5 M) NORTHWEST OF THE EASTERN MOST POWER
 GW2674'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2675 ***********************************************************************
 GW2675  DESIGNATION -  BEDFORD 103
 GW2675  PID         -  GW2675
 GW2675  STATE/COUNTY-  VA/BEDFORD
 GW2675  USGS QUAD   -  BOONSBORO (1978)
 GW2675
 GW2675                         *CURRENT SURVEY CONTROL
 GW2675  ___________________________________________________________________
 GW2675* NAD 83(1993)-  37 27 32.28207(N)    079 17 54.52179(W)     ADJUSTED  
 GW2675* NAVD 88     -       286.0    (meters)     938.     (feet)  VERTCON   
 GW2675  ___________________________________________________________________
 GW2675  X           -     941,346.437 (meters)                     COMP
 GW2675  Y           -  -4,981,210.082 (meters)                     COMP
 GW2675  Z           -   3,858,104.544 (meters)                     COMP
 GW2675  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 GW2675  ELLIP HEIGHT-         253.93  (meters)          (05/17/02) GPS OBS
 GW2675  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2675
 GW2675  HORZ ORDER  -  FIRST
 GW2675  ELLP ORDER  -  FOURTH    CLASS II
 GW2675
 GW2675.The horizontal coordinates were established by GPS observations
 GW2675.and adjusted by the National Geodetic Survey in September 1995..
 GW2675
 GW2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2675
 GW2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2675
 GW2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2675
 GW2675.The ellipsoidal height was determined by GPS observations
 GW2675.and is referenced to NAD 83.
 GW2675
 GW2675.The geoid height was determined by GEOID03.
 GW2675
 GW2675;                    North         East     Units Scale Factor Converg.
 GW2675;SPC VA S     - 1,125,216.129 3,429,360.196   MT  0.99994667   -0 29 04.6
 GW2675;SPC VA S     - 3,691,646.58 11,251,159.24   sFT  0.99994667   -0 29 04.6
 GW2675;UTM  17      - 4,147,148.309   650,485.703   MT  0.99987895   +1 02 06.2
 GW2675
 GW2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2675!SPC VA S     -   0.99996015  x   0.99994667  =   0.99990683
 GW2675!UTM  17      -   0.99996015  x   0.99987895  =   0.99983911
 GW2675
 GW2675:                Primary Azimuth Mark                     Grid Az
 GW2675:SPC VA S     -  BEDFORD 102                              306 48 11.3
 GW2675:UTM  17      -  BEDFORD 102                              305 17 00.5
 GW2675
 GW2675|---------------------------------------------------------------------|
 GW2675| PID    Reference Object                     Distance      Geod. Az  |
 GW2675|                                                           dddmmss.s |
 GW2675| GW2674 BEDFORD 102                         APPROX. 1.0 KM 3061906.7 |
 GW2675|---------------------------------------------------------------------|
 GW2675
 GW2675                          SUPERSEDED SURVEY CONTROL
 GW2675
 GW2675  ELLIP H (09/08/95)  253.99   (m)                       GP(       ) 4 2
 GW2675  NAD 83(1993)-  37 27 32.28210(N)    079 17 54.52179(W) AD(       ) 1
 GW2675  ELLIP H (11/14/94)  253.99   (m)                       GP(       ) 4 2
 GW2675  NAD 83(1986)-  37 27 32.28715(N)    079 17 54.53411(W) AD(       ) 1
 GW2675  NGVD 29 (07/01/93)  286.2    (m)          939.     (f) GPS OBS        
 GW2675
 GW2675.Superseded values are not recommended for survey control.
 GW2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2675.See file dsdata.txt to determine how the superseded data were derived.
 GW2675
 GW2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5048647148(NAD 83)
 GW2675_MARKER: DD = SURVEY DISK
 GW2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2675_SP_SET: CONCRETE POST
 GW2675_STAMPING: 103
 GW2675_MARK LOGO: VA-019
 GW2675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2675+STABILITY: SURFACE MOTION
 GW2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2675+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2675
 GW2675  HISTORY     - Date     Condition        Report By
 GW2675  HISTORY     - 1992     MONUMENTED       MSI
 GW2675
 GW2675                          STATION DESCRIPTION
 GW2675
 GW2675'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2675'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2675'MI (3.5 KM) WEST OF BOONSBORO ON THE NORTH SIDE OF S.R. 658.
 GW2675'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2675'PROCEED SOUTHWEST 0.3 MI (0.5 KM) ALONG S.R. 644 TO THE INTERSECTION
 GW2675'WITH S.R. 658.  TURN RIGHT AND GO WEST 2.3 MI (3.7 KM) ALONG S.R. 658
 GW2675'TO THE STATION ON THE RIGHT NEAR A FIELD GATE.
 GW2675'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2675'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2675'STAMPED 103.  THE DISK IS LOCATED 3.0 FT (0.9 M) FROM THE WITNESS
 GW2675'POST, 12.0 FT (3.7 M) NORTH OF THE CENTERLINE OF S.R. 658, AND 18.4
 GW2675'FT (5.6 M) SOUTHWEST OF THE WESTERNMOST GATEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2676 ***********************************************************************
 GW2676  DESIGNATION -  BEDFORD 104
 GW2676  PID         -  GW2676
 GW2676  STATE/COUNTY-  VA/BEDFORD
 GW2676  USGS QUAD   -  BOONSBORO (1978)
 GW2676
 GW2676                         *CURRENT SURVEY CONTROL
 GW2676  ___________________________________________________________________
 GW2676* NAD 83(1993)-  37 28 06.99983(N)    079 15 50.59712(W)     ADJUSTED  
 GW2676* NAVD 88     -       237.7    (meters)     780.     (feet)  VERTCON   
 GW2676  ___________________________________________________________________
 GW2676  X           -     944,210.581 (meters)                     COMP
 GW2676  Y           -  -4,979,966.331 (meters)                     COMP
 GW2676  Z           -   3,858,924.795 (meters)                     COMP
 GW2676  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GW2676  ELLIP HEIGHT-         205.69  (meters)          (05/17/02) GPS OBS
 GW2676  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2676
 GW2676  HORZ ORDER  -  FIRST
 GW2676  ELLP ORDER  -  FOURTH    CLASS II
 GW2676
 GW2676.The horizontal coordinates were established by GPS observations
 GW2676.and adjusted by the National Geodetic Survey in September 1995..
 GW2676
 GW2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2676
 GW2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2676
 GW2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2676
 GW2676.The ellipsoidal height was determined by GPS observations
 GW2676.and is referenced to NAD 83.
 GW2676
 GW2676.The geoid height was determined by GEOID03.
 GW2676
 GW2676;                    North         East     Units Scale Factor Converg.
 GW2676;SPC VA S     - 1,126,261.167 3,432,414.171   MT  0.99994695   -0 27 49.4
 GW2676;SPC VA S     - 3,695,075.18 11,261,178.83   sFT  0.99994695   -0 27 49.4
 GW2676;UTM  17      - 4,148,273.908   653,510.699   MT  0.99989028   +1 03 22.4
 GW2676
 GW2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2676!SPC VA S     -   0.99996772  x   0.99994695  =   0.99991468
 GW2676!UTM  17      -   0.99996772  x   0.99989028  =   0.99985801
 GW2676
 GW2676:                Primary Azimuth Mark                     Grid Az
 GW2676:SPC VA S     -  BEDFORD 107                              335 50 05.0
 GW2676:UTM  17      -  BEDFORD 107                              334 18 53.2
 GW2676
 GW2676|---------------------------------------------------------------------|
 GW2676| PID    Reference Object                     Distance      Geod. Az  |
 GW2676|                                                           dddmmss.s |
 GW2676| GW2679 BEDFORD 107                         APPROX. 1.4 KM 3352215.6 |
 GW2676|---------------------------------------------------------------------|
 GW2676
 GW2676                          SUPERSEDED SURVEY CONTROL
 GW2676
 GW2676  ELLIP H (09/08/95)  205.74   (m)                       GP(       ) 4 2
 GW2676  NAD 83(1993)-  37 28 06.99988(N)    079 15 50.59713(W) AD(       ) 1
 GW2676  ELLIP H (11/14/94)  205.75   (m)                       GP(       ) 4 2
 GW2676  NAD 83(1986)-  37 28 07.00492(N)    079 15 50.60940(W) AD(       ) 1
 GW2676  NGVD 29 (07/01/93)  237.9    (m)          781.     (f) GPS OBS        
 GW2676
 GW2676.Superseded values are not recommended for survey control.
 GW2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2676.See file dsdata.txt to determine how the superseded data were derived.
 GW2676
 GW2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5351148274(NAD 83)
 GW2676_MARKER: DD = SURVEY DISK
 GW2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2676_SP_SET: CONCRETE POST
 GW2676_STAMPING: 104
 GW2676_MARK LOGO: VA-019
 GW2676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2676+STABILITY: SURFACE MOTION
 GW2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2676+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2676
 GW2676  HISTORY     - Date     Condition        Report By
 GW2676  HISTORY     - 1992     MONUMENTED       MSI
 GW2676
 GW2676                          STATION DESCRIPTION
 GW2676
 GW2676'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2676'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2676'MI (2.3 KM) NORTH OF BOONSBORO ON THE WEST SIDE OF U.S. 501.
 GW2676'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2676'PROCEED NORTH 1.4 MI (2.3 KM) ALONG U.S. 501 TO THE STATION ON THE
 GW2676'RIGHT AT THE NORTHEAST CORNER OF THE INTERSECTION WITH S.R. 761.
 GW2676'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2676'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2676'STAMPED 104.  THE DISK IS LOCATED 34.0 FT (10.4 M) EAST OF THE
 GW2676'CENTERLINE OF U.S. 501, 43.2 FT (13.2 M) NORTH OF THE CENTERLINE OF
 GW2676'S.R. 761 AT THE STOP SIGN, AND 123 FT (37.5 M) NORTH OF THE EASTERN
 GW2676'END OF THE CULVERT UNDER U.S. 501.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2677 ***********************************************************************
 GW2677  DESIGNATION -  BEDFORD 105
 GW2677  PID         -  GW2677
 GW2677  STATE/COUNTY-  VA/BEDFORD
 GW2677  USGS QUAD   -  LYNCHBURG (1984)
 GW2677
 GW2677                         *CURRENT SURVEY CONTROL
 GW2677  ___________________________________________________________________
 GW2677* NAD 83(1993)-  37 27 27.75169(N)    079 14 39.75057(W)     ADJUSTED  
 GW2677* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 GW2677  ___________________________________________________________________
 GW2677  X           -     946,057.335 (meters)                     COMP
 GW2677  Y           -  -4,980,359.369 (meters)                     COMP
 GW2677  Z           -   3,857,960.093 (meters)                     COMP
 GW2677  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GW2677  ELLIP HEIGHT-         198.72  (meters)          (05/17/02) GPS OBS
 GW2677  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW2677
 GW2677  HORZ ORDER  -  FIRST
 GW2677  ELLP ORDER  -  FOURTH    CLASS II
 GW2677
 GW2677.The horizontal coordinates were established by GPS observations
 GW2677.and adjusted by the National Geodetic Survey in September 1995..
 GW2677
 GW2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2677
 GW2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2677
 GW2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2677
 GW2677.The ellipsoidal height was determined by GPS observations
 GW2677.and is referenced to NAD 83.
 GW2677
 GW2677.The geoid height was determined by GEOID03.
 GW2677
 GW2677;                    North         East     Units Scale Factor Converg.
 GW2677;SPC VA S     - 1,125,037.359 3,434,145.388   MT  0.99994664   -0 27 06.4
 GW2677;SPC VA S     - 3,691,060.07 11,266,858.66   sFT  0.99994664   -0 27 06.4
 GW2677;UTM  17      - 4,147,096.511   655,273.672   MT  0.99989699   +1 04 04.6
 GW2677
 GW2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2677!SPC VA S     -   0.99996882  x   0.99994664  =   0.99991546
 GW2677!UTM  17      -   0.99996882  x   0.99989699  =   0.99986581
 GW2677
 GW2677                          SUPERSEDED SURVEY CONTROL
 GW2677
 GW2677  ELLIP H (09/08/95)  198.78   (m)                       GP(       ) 4 2
 GW2677  NAD 83(1993)-  37 27 27.75171(N)    079 14 39.75058(W) AD(       ) 1
 GW2677  ELLIP H (11/14/94)  198.78   (m)                       GP(       ) 4 2
 GW2677  NAD 83(1986)-  37 27 27.75677(N)    079 14 39.76282(W) AD(       ) 1
 GW2677  NGVD 29 (07/01/93)  230.9    (m)          758.     (f) GPS OBS        
 GW2677
 GW2677.Superseded values are not recommended for survey control.
 GW2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2677.See file dsdata.txt to determine how the superseded data were derived.
 GW2677
 GW2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5527447097(NAD 83)
 GW2677_MARKER: DD = SURVEY DISK
 GW2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2677_SP_SET: CONCRETE POST
 GW2677_STAMPING: 105
 GW2677_MARK LOGO: VA-019
 GW2677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2677+STABILITY: SURFACE MOTION
 GW2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2677+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2677
 GW2677  HISTORY     - Date     Condition        Report By
 GW2677  HISTORY     - 1992     MONUMENTED       MSI
 GW2677  HISTORY     - 20010123 GOOD             GEOMET
 GW2677  HISTORY     - 20060328 GOOD             USPSQD
 GW2677
 GW2677                          STATION DESCRIPTION
 GW2677
 GW2677'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2677'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.3
 GW2677'MI (2.1 KM) NORTHEAST OF BOONSBORO ON THE NORTH SIDE OF S.R. 847
 GW2677'(HOWARD STREET).
 GW2677'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2677'PROCEED EAST 0.8 MI (1.3 KM) ALONG U.S. 501 TO THE INTERSECTION WITH
 GW2677'S.R. 847.  TURN LEFT AND GO NORTH 0.9 MI (1.4 KM) ALONG S.R. 847 TO
 GW2677'THE STATION ON THE LEFT.
 GW2677'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2677'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2677'STAMPED 105.  THE DISK IS LOCATED 18.3 FT (5.6 M) NORTH OF THE
 GW2677'CENTERLINE OF S.R. 847, 9.6 FT (2.9 M) SOUTHWEST OF POWER POLE 3217A,
 GW2677'AND 69.5 FT (21.2 M) WEST OF THE EAST END OF THE WOODEN GUARDRAIL ON
 GW2677'THE NORTH SIDE OF THE ROAD.
 GW2677
 GW2677                          STATION RECOVERY (2001)
 GW2677
 GW2677'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2677'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT HOWARD STREET IS NOW
 GW2677'HOWARD DRIVE.
 GW2677
 GW2677                          STATION RECOVERY (2006)
 GW2677
 GW2677'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2678 ***********************************************************************
 GW2678  DESIGNATION -  BEDFORD 106
 GW2678  PID         -  GW2678
 GW2678  STATE/COUNTY-  VA/BEDFORD
 GW2678  USGS QUAD   -  BOONSBORO (1978)
 GW2678
 GW2678                         *CURRENT SURVEY CONTROL
 GW2678  ___________________________________________________________________
 GW2678* NAD 83(1993)-  37 29 00.45727(N)    079 19 23.87680(W)     ADJUSTED  
 GW2678* NAVD 88     -       306.7    (meters)    1006.     (feet)  VERTCON   
 GW2678  ___________________________________________________________________
 GW2678  X           -     938,885.088 (meters)                     COMP
 GW2678  Y           -  -4,980,008.263 (meters)                     COMP
 GW2678  Z           -   3,860,274.652 (meters)                     COMP
 GW2678  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GW2678  ELLIP HEIGHT-         274.53  (meters)          (05/17/02) GPS OBS
 GW2678  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2678
 GW2678  HORZ ORDER  -  FIRST
 GW2678  ELLP ORDER  -  FOURTH    CLASS II
 GW2678
 GW2678.The horizontal coordinates were established by GPS observations
 GW2678.and adjusted by the National Geodetic Survey in September 1995..
 GW2678
 GW2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2678
 GW2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2678
 GW2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2678
 GW2678.The ellipsoidal height was determined by GPS observations
 GW2678.and is referenced to NAD 83.
 GW2678
 GW2678.The geoid height was determined by GEOID03.
 GW2678
 GW2678;                    North         East     Units Scale Factor Converg.
 GW2678;SPC VA S     - 1,127,953.148 3,427,188.106   MT  0.99994744   -0 29 58.9
 GW2678;SPC VA S     - 3,700,626.29 11,244,032.98   sFT  0.99994744   -0 29 58.9
 GW2678;UTM  17      - 4,149,826.558   648,241.941   MT  0.99987069   +1 01 13.8
 GW2678
 GW2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2678!SPC VA S     -   0.99995692  x   0.99994744  =   0.99990436
 GW2678!UTM  17      -   0.99995692  x   0.99987069  =   0.99982762
 GW2678
 GW2678                          SUPERSEDED SURVEY CONTROL
 GW2678
 GW2678  ELLIP H (09/08/95)  274.59   (m)                       GP(       ) 4 2
 GW2678  NAD 83(1993)-  37 29 00.45730(N)    079 19 23.87680(W) AD(       ) 1
 GW2678  ELLIP H (11/14/94)  274.59   (m)                       GP(       ) 4 2
 GW2678  NAD 83(1986)-  37 29 00.46228(N)    079 19 23.88912(W) AD(       ) 1
 GW2678  NGVD 29 (07/01/93)  306.9    (m)         1007.     (f) GPS OBS        
 GW2678
 GW2678.Superseded values are not recommended for survey control.
 GW2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2678.See file dsdata.txt to determine how the superseded data were derived.
 GW2678
 GW2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4824249827(NAD 83)
 GW2678_MARKER: DD = SURVEY DISK
 GW2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2678_SP_SET: CONCRETE POST
 GW2678_STAMPING: 106
 GW2678_MARK LOGO: VA-019
 GW2678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2678+STABILITY: SURFACE MOTION
 GW2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2678+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2678
 GW2678  HISTORY     - Date     Condition        Report By
 GW2678  HISTORY     - 1992     MONUMENTED       MSI
 GW2678
 GW2678                          STATION DESCRIPTION
 GW2678
 GW2678'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2678'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4.1
 GW2678'MI (6.6 KM) NORTHWEST OF BOONSBORO ON THE SOUTH SIDE OF S.R. 652.
 GW2678'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2678'PROCEED NORTH 5.0 MI (8.0 KM) ALONG U.S. 501 TO THE INTERSECTION WITH
 GW2678'S.R. 652.  TURN LEFT AND GO SOUTHWEST 2.1 MI (3.4 KM) ALONG S.R. 652
 GW2678'TO THE STATION ON THE LEFT UNDERNEATH THE POWERLINE.
 GW2678'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2678'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2678'STAMPED 106.  THE DISK IS LOCATED 3.0 FT (0.9 M) FROM A WITNESS
 GW2678'POST, 8.5 FT (2.6 M) SOUTHEAST OF THE CENTERLINE OF S.R. 652, AND
 GW2678'52.0 FT (15.8 M) SOUTH OF THE POWER POLE NO. 13 (THE EASTERLY POLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2679 ***********************************************************************
 GW2679  DESIGNATION -  BEDFORD 107
 GW2679  PID         -  GW2679
 GW2679  STATE/COUNTY-  VA/BEDFORD
 GW2679  USGS QUAD   -  BOONSBORO (1978)
 GW2679
 GW2679                         *CURRENT SURVEY CONTROL
 GW2679  ___________________________________________________________________
 GW2679* NAD 83(1993)-  37 28 49.71315(N)    079 16 15.16913(W)     ADJUSTED  
 GW2679* NAVD 88     -       341.5    (meters)    1120.     (feet)  VERTCON   
 GW2679  ___________________________________________________________________
 GW2679  X           -     943,483.483 (meters)                     COMP
 GW2679  Y           -  -4,979,372.438 (meters)                     COMP
 GW2679  Z           -   3,860,033.001 (meters)                     COMP
 GW2679  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GW2679  ELLIP HEIGHT-         309.39  (meters)          (05/17/02) GPS OBS
 GW2679  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2679
 GW2679  HORZ ORDER  -  FIRST
 GW2679  ELLP ORDER  -  FOURTH    CLASS II
 GW2679
 GW2679.The horizontal coordinates were established by GPS observations
 GW2679.and adjusted by the National Geodetic Survey in September 1995..
 GW2679
 GW2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2679
 GW2679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2679
 GW2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2679
 GW2679.The ellipsoidal height was determined by GPS observations
 GW2679.and is referenced to NAD 83.
 GW2679
 GW2679.The geoid height was determined by GEOID03.
 GW2679
 GW2679;                    North         East     Units Scale Factor Converg.
 GW2679;SPC VA S     - 1,127,582.796 3,431,821.170   MT  0.99994734   -0 28 04.3
 GW2679;SPC VA S     - 3,699,411.22 11,259,233.29   sFT  0.99994734   -0 28 04.3
 GW2679;UTM  17      - 4,149,579.266   652,882.883   MT  0.99988791   +1 03 08.5
 GW2679
 GW2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2679!SPC VA S     -   0.99995145  x   0.99994734  =   0.99989879
 GW2679!UTM  17      -   0.99995145  x   0.99988791  =   0.99983937
 GW2679
 GW2679:                Primary Azimuth Mark                     Grid Az
 GW2679:SPC VA S     -  BEDFORD 104                              155 50 05.0
 GW2679:UTM  17      -  BEDFORD 104                              154 18 52.2
 GW2679
 GW2679|---------------------------------------------------------------------|
 GW2679| PID    Reference Object                     Distance      Geod. Az  |
 GW2679|                                                           dddmmss.s |
 GW2679| GW2676 BEDFORD 104                         APPROX. 1.4 KM 1552200.7 |
 GW2679|---------------------------------------------------------------------|
 GW2679
 GW2679                          SUPERSEDED SURVEY CONTROL
 GW2679
 GW2679  ELLIP H (09/08/95)  309.43   (m)                       GP(       ) 4 2
 GW2679  NAD 83(1993)-  37 28 49.71320(N)    079 16 15.16912(W) AD(       ) 1
 GW2679  ELLIP H (11/14/94)  309.45   (m)                       GP(       ) 4 2
 GW2679  NAD 83(1986)-  37 28 49.71823(N)    079 16 15.18138(W) AD(       ) 1
 GW2679  NGVD 29 (07/01/93)  341.7    (m)         1121.     (f) GPS OBS        
 GW2679
 GW2679.Superseded values are not recommended for survey control.
 GW2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2679.See file dsdata.txt to determine how the superseded data were derived.
 GW2679
 GW2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5288349579(NAD 83)
 GW2679_MARKER: DD = SURVEY DISK
 GW2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2679_SP_SET: CONCRETE POST
 GW2679_STAMPING: 107
 GW2679_MARK LOGO: VA-019
 GW2679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2679+STABILITY: SURFACE MOTION
 GW2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2679+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2679
 GW2679  HISTORY     - Date     Condition        Report By
 GW2679  HISTORY     - 1992     MONUMENTED       MSI
 GW2679
 GW2679                          STATION DESCRIPTION
 GW2679
 GW2679'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2679'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2679'MI (3.5 KM) NORTH OF BOONSBORO ON THE NORTH SIDE OF U.S. 501.
 GW2679'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 644,
 GW2679'PROCEED NORTH 2.3 MI (3.7 KM) ALONG U.S. 501 TO THE STATION ON THE
 GW2679'RIGHT NEAR THE END OF THE GUARDRAIL.
 GW2679'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2679'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2679'STAMPED 107.  THE DISK IS LOCATED 22.3 FT (6.8 M) NORTH OF THE
 GW2679'CENTERLINE OF U.S. 501, 16.5 FT (5.0 M) WEST OF THE WEST END OF THE
 GW2679'GUARDRAIL, AND 52 FT (15.8 M) SOUTHEAST OF THE POWER POLE 6-441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2680 ***********************************************************************
 GW2680  DESIGNATION -  BEDFORD 108
 GW2680  PID         -  GW2680
 GW2680  STATE/COUNTY-  VA/BEDFORD
 GW2680  USGS QUAD   -  LYNCHBURG (1984)
 GW2680
 GW2680                         *CURRENT SURVEY CONTROL
 GW2680  ___________________________________________________________________
 GW2680* NAD 83(1993)-  37 28 20.72655(N)    079 12 54.69821(W)     ADJUSTED  
 GW2680* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 GW2680  ___________________________________________________________________
 GW2680  X           -     948,406.737 (meters)                     COMP
 GW2680  Y           -  -4,978,895.116 (meters)                     COMP
 GW2680  Z           -   3,859,251.868 (meters)                     COMP
 GW2680  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 GW2680  ELLIP HEIGHT-         191.21  (meters)          (05/17/02) GPS OBS
 GW2680  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2680
 GW2680  HORZ ORDER  -  FIRST
 GW2680  ELLP ORDER  -  FOURTH    CLASS II
 GW2680
 GW2680.The horizontal coordinates were established by GPS observations
 GW2680.and adjusted by the National Geodetic Survey in September 1995..
 GW2680
 GW2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2680
 GW2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2680
 GW2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2680
 GW2680.The ellipsoidal height was determined by GPS observations
 GW2680.and is referenced to NAD 83.
 GW2680
 GW2680.The geoid height was determined by GEOID03.
 GW2680
 GW2680;                    North         East     Units Scale Factor Converg.
 GW2680;SPC VA S     - 1,126,650.459 3,436,739.362   MT  0.99994707   -0 26 02.6
 GW2680;SPC VA S     - 3,696,352.38 11,275,369.06   sFT  0.99994707   -0 26 02.6
 GW2680;UTM  17      - 4,148,777.772   657,823.832   MT  0.99990682   +1 05 09.8
 GW2680
 GW2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2680!SPC VA S     -   0.99997000  x   0.99994707  =   0.99991707
 GW2680!UTM  17      -   0.99997000  x   0.99990682  =   0.99987682
 GW2680
 GW2680                          SUPERSEDED SURVEY CONTROL
 GW2680
 GW2680  ELLIP H (09/08/95)  191.27   (m)                       GP(       ) 4 2
 GW2680  NAD 83(1993)-  37 28 20.72656(N)    079 12 54.69824(W) AD(       ) 1
 GW2680  ELLIP H (11/14/94)  191.27   (m)                       GP(       ) 4 2
 GW2680  NAD 83(1986)-  37 28 20.73160(N)    079 12 54.71047(W) AD(       ) 1
 GW2680  NGVD 29 (07/01/93)  223.4    (m)          733.     (f) GPS OBS        
 GW2680
 GW2680.Superseded values are not recommended for survey control.
 GW2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2680.See file dsdata.txt to determine how the superseded data were derived.
 GW2680
 GW2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5782448778(NAD 83)
 GW2680_MARKER: DD = SURVEY DISK
 GW2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2680_SP_SET: CONCRETE POST
 GW2680_STAMPING: 108
 GW2680_MARK LOGO: VA-019
 GW2680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2680+STABILITY: SURFACE MOTION
 GW2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2680+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 GW2680
 GW2680  HISTORY     - Date     Condition        Report By
 GW2680  HISTORY     - 1992     MONUMENTED       MSI
 GW2680  HISTORY     - 20010123 GOOD             GEOMET
 GW2680  HISTORY     - 20051025 GOOD             GEOCAC
 GW2680
 GW2680                          STATION DESCRIPTION
 GW2680
 GW2680'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2680'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2680'MI (3.2 KM) NORTH OF PEAKLAND ON THE WEST SIDE OF S.R. 645 (TRENTS
 GW2680'FERRY ROAD).
 GW2680'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 (BUSINESS) AND
 GW2680'S.R. 645, PROCEED NORTH 2.2 MI (3.5 KM) ALONG S.R. 645 TO THE STATION
 GW2680'ON THE LEFT BESIDE A FENCELINE.
 GW2680'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2680'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2680'STAMPED 108.  THE DISK IS LOCATED 14.2 FT (4.3 M) WEST OF THE
 GW2680'CENTERLINE OF S.R. 645, 58.8 FT (17.9 M) WEST OF THE POWER POLE
 GW2680'31-15, AND 6.5 FT (2.0 M) EAST OF THE FENCELINE.
 GW2680
 GW2680                          STATION RECOVERY (2001)
 GW2680
 GW2680'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2680'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT POLE NUMBER 31-15 IS
 GW2680'31-C-15.
 GW2680
 GW2680                          STATION RECOVERY (2005)
 GW2680
 GW2680'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2681 ***********************************************************************
 GW2681  DESIGNATION -  BEDFORD 109
 GW2681  PID         -  GW2681
 GW2681  STATE/COUNTY-  VA/BEDFORD
 GW2681  USGS QUAD   -  SNOWDEN (1977)
 GW2681
 GW2681                         *CURRENT SURVEY CONTROL
 GW2681  ___________________________________________________________________
 GW2681* NAD 83(1993)-  37 32 08.15022(N)    079 29 57.39055(W)     ADJUSTED  
 GW2681* NAVD 88     -      1113.4    (meters)    3653.     (feet)  VERTCON   
 GW2681  ___________________________________________________________________
 GW2681  X           -     923,059.712 (meters)                     COMP
 GW2681  Y           -  -4,980,032.921 (meters)                     COMP
 GW2681  Z           -   3,865,356.545 (meters)                     COMP
 GW2681  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GW2681  ELLIP HEIGHT-        1081.28  (meters)          (05/17/02) GPS OBS
 GW2681  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW2681
 GW2681  HORZ ORDER  -  FIRST
 GW2681  ELLP ORDER  -  FOURTH    CLASS II
 GW2681
 GW2681.The horizontal coordinates were established by GPS observations
 GW2681.and adjusted by the National Geodetic Survey in November 1994..
 GW2681
 GW2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2681
 GW2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2681
 GW2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2681
 GW2681.The ellipsoidal height was determined by GPS observations
 GW2681.and is referenced to NAD 83.
 GW2681
 GW2681.The geoid height was determined by GEOID03.
 GW2681
 GW2681;                    North         East     Units Scale Factor Converg.
 GW2681;SPC VA S     - 1,133,889.291 3,411,686.707   MT  0.99994969   -0 36 23.3
 GW2681;SPC VA S     - 3,720,101.78 11,193,175.47   sFT  0.99994969   -0 36 23.3
 GW2681;UTM  17      - 4,155,348.681   632,590.128   MT  0.99981655   +0 54 52.0
 GW2681
 GW2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2681!SPC VA S     -   0.99983035  x   0.99994969  =   0.99978005
 GW2681!UTM  17      -   0.99983035  x   0.99981655  =   0.99964693
 GW2681
 GW2681                          SUPERSEDED SURVEY CONTROL
 GW2681
 GW2681  ELLIP H (09/08/95) 1081.40   (m)                       GP(       ) 4 2
 GW2681  ELLIP H (11/14/94) 1081.35   (m)                       GP(       ) 4 2
 GW2681  NAD 83(1986)-  37 32 08.15535(N)    079 29 57.40319(W) AD(       ) 1
 GW2681  NGVD 29 (07/01/93) 1113.6    (m)         3654.     (f) GPS OBS        
 GW2681
 GW2681.Superseded values are not recommended for survey control.
 GW2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2681.See file dsdata.txt to determine how the superseded data were derived.
 GW2681
 GW2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3259055349(NAD 83)
 GW2681_MARKER: DD = SURVEY DISK
 GW2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2681_SP_SET: CONCRETE POST
 GW2681_STAMPING: 109
 GW2681_MARK LOGO: VA-019
 GW2681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2681+STABILITY: SURFACE MOTION
 GW2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2681+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2681
 GW2681  HISTORY     - Date     Condition        Report By
 GW2681  HISTORY     - 1992     MONUMENTED       MSI
 GW2681
 GW2681                          STATION DESCRIPTION
 GW2681
 GW2681'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2681'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 11
 GW2681'MI (17.7 KM) NORTHEAST OF PEAKS OF OTTER AND APPROXIMATELY 7 MI
 GW2681'(11.3 KM) SOUTH OF GLASGOW ON THE NORTHWEST SIDE OF THE BLUE RIDGE
 GW2681'PARKWAY.
 GW2681'TO REACH THE STATION FROM THE U.S. 501 ENTRANCE AT THE BLUE RIDGE
 GW2681'PARKWAY, PROCEED SOUTHWEST 11.5 MI (18.5 KM) ALONG THE PARKWAY TO THE
 GW2681'STATION ON THE RIGHT AT THE ARNOLD VALLEY OVERLOOK, APPROXIMATELY 0.2
 GW2681'MI (0.3 KM) SOUTHWEST OF MILEPOST 75.  ACCESS MAY BE CONDITIONAL
 GW2681'SUBJECT TO APPROVAL BY PARK SERVICE.
 GW2681'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2681'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2681'STAMPED 109.  THE DISK IS LOCATED 30.0 FT (9.1 M) NORTH OF THE
 GW2681'CENTERLINE OF THE PARKWAY, 44.0 FT (13.4 M) EAST OF THE EASTERNMOST
 GW2681'SIGNPOST, AND 60.0 FT (18.3 M) NORTH OF THE CENTERLINE OF A CATCH
 GW2681'BASIN ON THE SOUTH SIDE OF THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2682 ***********************************************************************
 GW2682  DESIGNATION -  BEDFORD 110
 GW2682  PID         -  GW2682
 GW2682  STATE/COUNTY-  VA/BEDFORD
 GW2682  USGS QUAD   -  SNOWDEN (1977)
 GW2682
 GW2682                         *CURRENT SURVEY CONTROL
 GW2682  ___________________________________________________________________
 GW2682* NAD 83(1993)-  37 33 31.75915(N)    079 25 40.10204(W)     ADJUSTED  
 GW2682* NAVD 88     -       571.5    (meters)    1875.     (feet)  VERTCON   
 GW2682  ___________________________________________________________________
 GW2682  X           -     928,903.844 (meters)                     COMP
 GW2682  Y           -  -4,976,910.839 (meters)                     COMP
 GW2682  Z           -   3,867,070.217 (meters)                     COMP
 GW2682  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GW2682  ELLIP HEIGHT-         539.30  (meters)          (05/17/02) GPS OBS
 GW2682  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW2682
 GW2682  HORZ ORDER  -  FIRST
 GW2682  ELLP ORDER  -  FOURTH    CLASS II
 GW2682
 GW2682.The horizontal coordinates were established by GPS observations
 GW2682.and adjusted by the National Geodetic Survey in November 1994..
 GW2682
 GW2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2682
 GW2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2682
 GW2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2682
 GW2682.The ellipsoidal height was determined by GPS observations
 GW2682.and is referenced to NAD 83.
 GW2682
 GW2682.The geoid height was determined by GEOID03.
 GW2682
 GW2682;                    North         East     Units Scale Factor Converg.
 GW2682;SPC VA S     - 1,136,402.232 3,418,028.072   MT  0.99995096   -0 33 47.2
 GW2682;SPC VA S     - 3,728,346.32 11,213,980.43   sFT  0.99995096   -0 33 47.2
 GW2682;UTM  17      - 4,158,028.758   638,861.770   MT  0.99983752   +0 57 30.7
 GW2682
 GW2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2682!SPC VA S     -   0.99991538  x   0.99995096  =   0.99986634
 GW2682!UTM  17      -   0.99991538  x   0.99983752  =   0.99975291
 GW2682
 GW2682                          SUPERSEDED SURVEY CONTROL
 GW2682
 GW2682  ELLIP H (09/08/95)  539.45   (m)                       GP(       ) 4 2
 GW2682  ELLIP H (11/14/94)  539.36   (m)                       GP(       ) 4 2
 GW2682  NAD 83(1986)-  37 33 31.76366(N)    079 25 40.11451(W) AD(       ) 1
 GW2682  NGVD 29 (07/01/93)  571.7    (m)         1876.     (f) GPS OBS        
 GW2682
 GW2682.Superseded values are not recommended for survey control.
 GW2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2682.See file dsdata.txt to determine how the superseded data were derived.
 GW2682
 GW2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3886258029(NAD 83)
 GW2682_MARKER: DD = SURVEY DISK
 GW2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2682_SP_SET: CONCRETE POST
 GW2682_STAMPING: 110
 GW2682_MARK LOGO: VA-019
 GW2682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2682+STABILITY: SURFACE MOTION
 GW2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2682+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2682
 GW2682  HISTORY     - Date     Condition        Report By
 GW2682  HISTORY     - 1992     MONUMENTED       MSI
 GW2682
 GW2682                          STATION DESCRIPTION
 GW2682
 GW2682'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2682'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2682'(9.7 KM) SOUTH OF GLASGOW ON THE SOUTH SIDE OF THE BLUE RIDGE
 GW2682'PARKWAY.
 GW2682'TO REACH THE STATION FROM THE U.S. 501 ENTRANCE AT THE BLUE RIDGE
 GW2682'PARKWAY, PROCEED SOUTHWEST 5.2 MI (8.4 KM) ALONG THE PARKWAY TO THE
 GW2682'STATION ON THE LEFT AT THE JAMES RIVER VALLEY OVERLOOK.  ACCESS MAY
 GW2682'BE CONDITIONAL SUBJECT TO APPROVAL BY PARK SERVICE.
 GW2682'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2682'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2682'STAMPED 110.  THE DISK IS LOCATED 35.0 FT (10.7 M) SOUTH OF THE
 GW2682'CENTERLINE OF THE PARKWAY, 134.7 FT (41.1 M) NORTH OF THE
 GW2682'NORTHWESTERNMOST GATE POST, AND 68.2 FT (20.8 M) WEST OF THE
 GW2682'SOUTHERNMOST SIGN POST FOR JAMES RIVER VALLEY PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2683 ***********************************************************************
 GW2683  DESIGNATION -  BEDFORD 111
 GW2683  PID         -  GW2683
 GW2683  STATE/COUNTY-  VA/BEDFORD
 GW2683  USGS QUAD   -  SNOWDEN (1977)
 GW2683
 GW2683                         *CURRENT SURVEY CONTROL
 GW2683  ___________________________________________________________________
 GW2683* NAD 83(1993)-  37 32 25.87293(N)    079 23 34.68178(W)     ADJUSTED  
 GW2683* NAVD 88     -       248.7    (meters)     816.     (feet)  VERTCON   
 GW2683  ___________________________________________________________________
 GW2683  X           -     932,110.674 (meters)                     COMP
 GW2683  Y           -  -4,977,310.364 (meters)                     COMP
 GW2683  Z           -   3,865,262.905 (meters)                     COMP
 GW2683  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GW2683  ELLIP HEIGHT-         216.43  (meters)          (05/17/02) GPS OBS
 GW2683  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2683
 GW2683  HORZ ORDER  -  FIRST
 GW2683  ELLP ORDER  -  FOURTH    CLASS II
 GW2683
 GW2683.The horizontal coordinates were established by GPS observations
 GW2683.and adjusted by the National Geodetic Survey in November 1994..
 GW2683
 GW2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2683
 GW2683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2683
 GW2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2683
 GW2683.The ellipsoidal height was determined by GPS observations
 GW2683.and is referenced to NAD 83.
 GW2683
 GW2683.The geoid height was determined by GEOID03.
 GW2683
 GW2683;                    North         East     Units Scale Factor Converg.
 GW2683;SPC VA S     - 1,134,341.469 3,421,086.797   MT  0.99994995   -0 32 31.1
 GW2683;SPC VA S     - 3,721,585.30 11,224,015.60   sFT  0.99994995   -0 32 31.1
 GW2683;UTM  17      - 4,156,050.149   641,973.799   MT  0.99984828   +0 58 45.7
 GW2683
 GW2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2683!SPC VA S     -   0.99996604  x   0.99994995  =   0.99991599
 GW2683!UTM  17      -   0.99996604  x   0.99984828  =   0.99981432
 GW2683
 GW2683                          SUPERSEDED SURVEY CONTROL
 GW2683
 GW2683  ELLIP H (09/08/95)  216.56   (m)                       GP(       ) 4 2
 GW2683  ELLIP H (11/14/94)  216.49   (m)                       GP(       ) 4 2
 GW2683  NAD 83(1986)-  37 32 25.87764(N)    079 23 34.69418(W) AD(       ) 1
 GW2683  NGVD 29 (07/01/93)  248.9    (m)          817.     (f) GPS OBS        
 GW2683
 GW2683.Superseded values are not recommended for survey control.
 GW2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2683.See file dsdata.txt to determine how the superseded data were derived.
 GW2683
 GW2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4197456050(NAD 83)
 GW2683_MARKER: DD = SURVEY DISK
 GW2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2683_SP_SET: CONCRETE POST
 GW2683_STAMPING: 111
 GW2683_MARK LOGO: VA-019
 GW2683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2683+STABILITY: SURFACE MOTION
 GW2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2683+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2683
 GW2683  HISTORY     - Date     Condition        Report By
 GW2683  HISTORY     - 1992     MONUMENTED       MSI
 GW2683
 GW2683                          STATION DESCRIPTION
 GW2683
 GW2683'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2683'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2683'MI (5.6 KM) NORTHEAST OF SEDALIA AND APPROXIMATELY 7 MI (11.3 KM)
 GW2683'SOUTH OF GLASGOW ON THE NORTH SIDE OF S.R. 122.
 GW2683'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 638 AT
 GW2683'SEDALIA, PROCEED NORTHEAST 3.8 MI (6.1 KM) ALONG S.R. 122 TO THE
 GW2683'STATION ON THE LEFT AT THE INTERSECTION OF S.R. 601.
 GW2683'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2683'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2683'STAMPED 111.  THE DISK IS LOCATED 18.5 FT (5.6 M) NORTHWEST OF THE
 GW2683'CENTERLINE OF S.R. 122, 57.5 FT (17.5 M) NORTHEAST OF THE CENTERLINE
 GW2683'OF S.R. 601, 94.5 FT (28.8 M) SOUTHWEST OF AN UNNUMBERED POWER POLE
 GW2683'AND 50.5 FT (15.4 M) NORTH OF POWER POLE 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2684 ***********************************************************************
 GW2684  DESIGNATION -  BEDFORD 112
 GW2684  PID         -  GW2684
 GW2684  STATE/COUNTY-  VA/BEDFORD
 GW2684  USGS QUAD   -  BIG ISLAND (1983)
 GW2684
 GW2684                         *CURRENT SURVEY CONTROL
 GW2684  ___________________________________________________________________
 GW2684* NAD 83(1993)-  37 31 27.24664(N)    079 21 05.12187(W)     ADJUSTED  
 GW2684* NAVD 88     -       187.2    (meters)     614.     (feet)  VERTCON   
 GW2684  ___________________________________________________________________
 GW2684  X           -     935,913.890 (meters)                     COMP
 GW2684  Y           -  -4,977,667.531 (meters)                     COMP
 GW2684  Z           -   3,863,792.145 (meters)                     COMP
 GW2684  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GW2684  ELLIP HEIGHT-         155.04  (meters)          (05/17/02) GPS OBS
 GW2684  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2684
 GW2684  HORZ ORDER  -  FIRST
 GW2684  ELLP ORDER  -  FOURTH    CLASS II
 GW2684
 GW2684.The horizontal coordinates were established by GPS observations
 GW2684.and adjusted by the National Geodetic Survey in November 1994..
 GW2684
 GW2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2684
 GW2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2684
 GW2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2684
 GW2684.The ellipsoidal height was determined by GPS observations
 GW2684.and is referenced to NAD 83.
 GW2684
 GW2684.The geoid height was determined by GEOID03.
 GW2684
 GW2684;                    North         East     Units Scale Factor Converg.
 GW2684;SPC VA S     - 1,132,500.271 3,424,741.754   MT  0.99994913   -0 31 00.3
 GW2684;SPC VA S     - 3,715,544.64 11,236,006.90   sFT  0.99994913   -0 31 00.3
 GW2684;UTM  17      - 4,154,306.793   645,675.995   MT  0.99986140   +1 00 15.6
 GW2684
 GW2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2684!SPC VA S     -   0.99997567  x   0.99994913  =   0.99992480
 GW2684!UTM  17      -   0.99997567  x   0.99986140  =   0.99983707
 GW2684
 GW2684                          SUPERSEDED SURVEY CONTROL
 GW2684
 GW2684  ELLIP H (09/08/95)  155.14   (m)                       GP(       ) 4 2
 GW2684  ELLIP H (11/14/94)  155.10   (m)                       GP(       ) 4 2
 GW2684  NAD 83(1986)-  37 31 27.25150(N)    079 21 05.13427(W) AD(       ) 1
 GW2684  NGVD 29 (07/01/93)  187.4    (m)          615.     (f) GPS OBS        
 GW2684
 GW2684.Superseded values are not recommended for survey control.
 GW2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2684.See file dsdata.txt to determine how the superseded data were derived.
 GW2684
 GW2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4567654307(NAD 83)
 GW2684_MARKER: DD = SURVEY DISK
 GW2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2684_SP_SET: CONCRETE POST
 GW2684_STAMPING: 112
 GW2684_MARK LOGO: VA-019
 GW2684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2684+STABILITY: SURFACE MOTION
 GW2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2684+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2684
 GW2684  HISTORY     - Date     Condition        Report By
 GW2684  HISTORY     - 1992     MONUMENTED       MSI
 GW2684
 GW2684                          STATION DESCRIPTION
 GW2684
 GW2684'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2684'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.5
 GW2684'MI (0.8 KM) SOUTHEAST OF BIG ISLAND ON THE EAST SIDE OF U.S. 501.
 GW2684'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND U.S. 501,
 GW2684'PROCEED SOUTH 1.3 MI (2.1 KM) ALONG U.S. 501 TO THE STATION ON THE
 GW2684'LEFT AT THE ENTRANCE ROAD TO THE GEORGIA PACIFIC PULP MILL.
 GW2684'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2684'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2684'STAMPED 112.  THE DISK IS LOCATED 31.3 FT (9.5 M) NORTHEAST OF
 GW2684'RAILROAD TRACK AT NORTHERNMOST RAIL, 46.5 FT (14.2 M) SOUTHEAST OF
 GW2684'THE EDGE OF PAVEMENT OF THE GEORGIA PACIFIC ENTRANCE ROAD, 40.5 FT
 GW2684'(12.3 M) SOUTHEAST OF POWER POLE T OF B, AND 19.7 FT (6.0 M)
 GW2684'NORTHWEST OF THE UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2685 ***********************************************************************
 GW2685  DESIGNATION -  BEDFORD 113
 GW2685  PID         -  GW2685
 GW2685  STATE/COUNTY-  VA/BEDFORD
 GW2685  USGS QUAD   -  BIG ISLAND (1983)
 GW2685
 GW2685                         *CURRENT SURVEY CONTROL
 GW2685  ___________________________________________________________________
 GW2685* NAD 83(1993)-  37 30 44.48262(N)    079 19 51.59592(W)     ADJUSTED  
 GW2685* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 GW2685  ___________________________________________________________________
 GW2685  X           -     937,836.725 (meters)                     COMP
 GW2685  Y           -  -4,978,122.041 (meters)                     COMP
 GW2685  Z           -   3,862,745.926 (meters)                     COMP
 GW2685  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 GW2685  ELLIP HEIGHT-         154.24  (meters)          (05/17/02) GPS OBS
 GW2685  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW2685
 GW2685  HORZ ORDER  -  FIRST
 GW2685  ELLP ORDER  -  FOURTH    CLASS II
 GW2685
 GW2685.The horizontal coordinates were established by GPS observations
 GW2685.and adjusted by the National Geodetic Survey in November 1994..
 GW2685
 GW2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2685
 GW2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2685
 GW2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2685
 GW2685.The ellipsoidal height was determined by GPS observations
 GW2685.and is referenced to NAD 83.
 GW2685
 GW2685.The geoid height was determined by GEOID03.
 GW2685
 GW2685;                    North         East     Units Scale Factor Converg.
 GW2685;SPC VA S     - 1,131,165.896 3,426,535.392   MT  0.99994859   -0 30 15.7
 GW2685;SPC VA S     - 3,711,166.78 11,241,891.53   sFT  0.99994859   -0 30 15.7
 GW2685;UTM  17      - 4,153,020.603   647,504.265   MT  0.99986800   +1 00 59.4
 GW2685
 GW2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2685!SPC VA S     -   0.99997580  x   0.99994859  =   0.99992439
 GW2685!UTM  17      -   0.99997580  x   0.99986800  =   0.99984380
 GW2685
 GW2685                          SUPERSEDED SURVEY CONTROL
 GW2685
 GW2685  ELLIP H (09/08/95)  154.31   (m)                       GP(       ) 4 2
 GW2685  ELLIP H (11/14/94)  154.30   (m)                       GP(       ) 4 2
 GW2685  NAD 83(1986)-  37 30 44.48753(N)    079 19 51.60827(W) AD(       ) 1
 GW2685  NGVD 29 (07/01/93)  186.6    (m)          612.     (f) GPS OBS        
 GW2685
 GW2685.Superseded values are not recommended for survey control.
 GW2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2685.See file dsdata.txt to determine how the superseded data were derived.
 GW2685
 GW2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4750453021(NAD 83)
 GW2685_MARKER: DD = SURVEY DISK
 GW2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2685_SP_SET: CONCRETE POST
 GW2685_STAMPING: 113
 GW2685_MARK LOGO: VA-019
 GW2685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2685+STABILITY: SURFACE MOTION
 GW2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2685+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2685
 GW2685  HISTORY     - Date     Condition        Report By
 GW2685  HISTORY     - 1992     MONUMENTED       MSI
 GW2685
 GW2685                          STATION DESCRIPTION
 GW2685
 GW2685'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2685'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2685'(3.2 KM) SOUTHEAST OF BIG ISLAND ON THE EAST SIDE OF U.S. 501.
 GW2685'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND U.S. 501,
 GW2685'PROCEED SOUTH 2.7 MI (4.3 KM) ALONG U.S. 501 TO THE STATION ON THE
 GW2685'LEFT NEAR THE END OF A GUARD RAIL.
 GW2685'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2685'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2685'STAMPED 113.  THE DISK IS LOCATED 30.0 FT (9.1 M) NORTH OF THE
 GW2685'CENTERLINE OF U.S. 501, 28.4 FT (8.7 M) SOUTH OF THE RAILROAD AT
 GW2685'SOUTHERNMOST RAIL, 39.8 FT (12.1 M) NORTHEAST OF ALUMINUM GUARD RAIL
 GW2685'AT THE SOUTH END, AND 16.4 FT (5.0 M) WEST OF POWER POLE NO. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2686 ***********************************************************************
 GW2686  DESIGNATION -  BEDFORD 114
 GW2686  PID         -  GW2686
 GW2686  STATE/COUNTY-  VA/BEDFORD
 GW2686  USGS QUAD   -  PEAKS OF OTTER (1967)
 GW2686
 GW2686                         *CURRENT SURVEY CONTROL
 GW2686  ___________________________________________________________________
 GW2686* NAD 83(1993)-  37 29 34.24894(N)    079 32 58.70475(W)     ADJUSTED  
 GW2686* NAVD 88     -       973.4    (meters)    3194.     (feet)  VERTCON   
 GW2686  ___________________________________________________________________
 GW2686  X           -     919,185.739 (meters)                     COMP
 GW2686  Y           -  -4,983,575.016 (meters)                     COMP
 GW2686  Z           -   3,861,507.106 (meters)                     COMP
 GW2686  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GW2686  ELLIP HEIGHT-         941.21  (meters)          (05/17/02) GPS OBS
 GW2686  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW2686
 GW2686  HORZ ORDER  -  FIRST
 GW2686  ELLP ORDER  -  FOURTH    CLASS II
 GW2686
 GW2686.The horizontal coordinates were established by GPS observations
 GW2686.and adjusted by the National Geodetic Survey in September 1995..
 GW2686
 GW2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2686
 GW2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2686
 GW2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2686
 GW2686.The ellipsoidal height was determined by GPS observations
 GW2686.and is referenced to NAD 83.
 GW2686
 GW2686.The geoid height was determined by GEOID03.
 GW2686
 GW2686;                    North         East     Units Scale Factor Converg.
 GW2686;SPC VA S     - 1,129,193.384 3,407,183.004   MT  0.99994779   -0 38 13.4
 GW2686;SPC VA S     - 3,704,695.29 11,178,399.57   sFT  0.99994779   -0 38 13.4
 GW2686;UTM  17      - 4,150,535.598   628,213.220   MT  0.99980249   +0 52 58.4
 GW2686
 GW2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2686!SPC VA S     -   0.99985232  x   0.99994779  =   0.99980012
 GW2686!UTM  17      -   0.99985232  x   0.99980249  =   0.99965484
 GW2686
 GW2686                          SUPERSEDED SURVEY CONTROL
 GW2686
 GW2686  ELLIP H (09/08/95)  941.32   (m)                       GP(       ) 4 2
 GW2686  NAD 83(1993)-  37 29 34.24891(N)    079 32 58.70478(W) AD(       ) 1
 GW2686  ELLIP H (11/14/94)  941.29   (m)                       GP(       ) 4 2
 GW2686  NAD 83(1986)-  37 29 34.25428(N)    079 32 58.71741(W) AD(       ) 1
 GW2686  NGVD 29 (07/01/93)  973.5    (m)         3194.     (f) GPS OBS        
 GW2686
 GW2686.Superseded values are not recommended for survey control.
 GW2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2686.See file dsdata.txt to determine how the superseded data were derived.
 GW2686
 GW2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2821350536(NAD 83)
 GW2686_MARKER: DD = SURVEY DISK
 GW2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2686_SP_SET: CONCRETE POST
 GW2686_STAMPING: 114
 GW2686_MARK LOGO: VA-019
 GW2686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2686+STABILITY: SURFACE MOTION
 GW2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2686+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2686
 GW2686  HISTORY     - Date     Condition        Report By
 GW2686  HISTORY     - 1992     MONUMENTED       MSI
 GW2686
 GW2686                          STATION DESCRIPTION
 GW2686
 GW2686'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2686'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 5 MI
 GW2686'(8.0 KM) NORTHEAST OF PEAKS OF OTTER ON THE SOUTH SIDE OF THE BLUE
 GW2686'RIDGE PARKWAY.
 GW2686'TO REACH THE STATION FROM THE S.R. 43 (SOUTH) ENTRANCE ROAD TO THE
 GW2686'BLUE RIDGE PARKWAY, PROCEED NORTHEAST 5.8 MI (9.3 KM) ALONG THE
 GW2686'PARKWAY TO THE STATION ON THE RIGHT AT FLOYDS FIELD NEAR A GRAVEL
 GW2686'ROAD. ACCESS MAY BE CONDITIONAL TO APPROVAL BY PARK SERVICE.
 GW2686'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2686'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2686'STAMPED 114.  THE DISK IS LOCATED 49.6 FT (15.1 M) SOUTH OF THE
 GW2686'CENTERLINE OF THE PARKWAY, 112.1 FT (34.2 M) SOUTHWEST OF THE
 GW2686'WESTERNMOST GATEPOST ON THE NORTHEAST SIDE OF THE PARKWAY, AND 77.5
 GW2686'FT (23.6 M) NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2687 ***********************************************************************
 GW2687  DESIGNATION -  BEDFORD 115
 GW2687  PID         -  GW2687
 GW2687  STATE/COUNTY-  VA/BEDFORD
 GW2687  USGS QUAD   -  SEDALIA (1965)
 GW2687
 GW2687                         *CURRENT SURVEY CONTROL
 GW2687  ___________________________________________________________________
 GW2687* NAD 83(1993)-  37 28 22.57219(N)    079 29 49.79546(W)     ADJUSTED  
 GW2687* NAVD 88     -       369.5    (meters)    1212.     (feet)  VERTCON   
 GW2687  ___________________________________________________________________
 GW2687  X           -     923,907.399 (meters)                     COMP
 GW2687  Y           -  -4,983,582.252 (meters)                     COMP
 GW2687  Z           -   3,859,385.956 (meters)                     COMP
 GW2687  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 GW2687  ELLIP HEIGHT-         337.38  (meters)          (05/17/02) GPS OBS
 GW2687  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW2687
 GW2687  HORZ ORDER  -  FIRST
 GW2687  ELLP ORDER  -  FOURTH    CLASS II
 GW2687
 GW2687.The horizontal coordinates were established by GPS observations
 GW2687.and adjusted by the National Geodetic Survey in September 1995..
 GW2687
 GW2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2687
 GW2687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2687
 GW2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2687
 GW2687.The ellipsoidal height was determined by GPS observations
 GW2687.and is referenced to NAD 83.
 GW2687
 GW2687.The geoid height was determined by GEOID03.
 GW2687
 GW2687;                    North         East     Units Scale Factor Converg.
 GW2687;SPC VA S     - 1,126,933.552 3,411,799.700   MT  0.99994709   -0 36 18.7
 GW2687;SPC VA S     - 3,697,281.16 11,193,546.18   sFT  0.99994709   -0 36 18.7
 GW2687;UTM  17      - 4,148,399.300   632,887.585   MT  0.99981752   +0 54 52.0
 GW2687
 GW2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2687!SPC VA S     -   0.99994706  x   0.99994709  =   0.99989415
 GW2687!UTM  17      -   0.99994706  x   0.99981752  =   0.99976459
 GW2687
 GW2687                          SUPERSEDED SURVEY CONTROL
 GW2687
 GW2687  ELLIP H (09/08/95)  337.47   (m)                       GP(       ) 4 2
 GW2687  NAD 83(1993)-  37 28 22.57217(N)    079 29 49.79546(W) AD(       ) 1
 GW2687  ELLIP H (11/14/94)  337.44   (m)                       GP(       ) 4 2
 GW2687  NAD 83(1986)-  37 28 22.57770(N)    079 29 49.80815(W) AD(       ) 1
 GW2687  NGVD 29 (07/01/93)  369.7    (m)         1213.     (f) GPS OBS        
 GW2687
 GW2687.Superseded values are not recommended for survey control.
 GW2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2687.See file dsdata.txt to determine how the superseded data were derived.
 GW2687
 GW2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3288848399(NAD 83)
 GW2687_MARKER: DD = SURVEY DISK
 GW2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2687_SP_SET: CONCRETE POST
 GW2687_STAMPING: 115
 GW2687_MARK LOGO: VA-019
 GW2687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2687+STABILITY: SURFACE MOTION
 GW2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2687+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2687
 GW2687  HISTORY     - Date     Condition        Report By
 GW2687  HISTORY     - 1992     MONUMENTED       MSI
 GW2687
 GW2687                          STATION DESCRIPTION
 GW2687
 GW2687'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2687'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2 MI
 GW2687'(3.2 KM) WEST OF COLTONS MILL ON THE NORTH SIDE OF S.R. 640.
 GW2687'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 639,
 GW2687'PROCEED NORTHWEST 1.7 MI (2.7 KM) ALONG S.R. 639 TO THE INTERSECTION
 GW2687'WITH S.R. 640.  BEAR LEFT AND GO WEST 0.8 MI (1.3 KM) ALONG S.R. 640
 GW2687'TO THE STATION ON THE RIGHT AT A GRAVEL DRIVE.
 GW2687'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2687'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2687'STAMPED 115.  THE DISK IS LOCATED 38.0 FT (11.6 M) SOUTHWEST OF THE
 GW2687'SOUTHERN END OF A STONE RETAINING WALL, 59.8 FT (18.2 M) NORTHEAST OF
 GW2687'THE NORTHEAST CORNER OF A LOADING DOCK AT THE PACKING HOUSE, 20.5 FT
 GW2687'(6.2 M) NORTHWEST OF THE CENTERLINE OF S.R. 640, AND 64.3 FT
 GW2687'(19.6 M) NORTHWEST OF TELEPHONE POLE NO. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2688 ***********************************************************************
 GW2688  DESIGNATION -  BEDFORD 116
 GW2688  PID         -  GW2688
 GW2688  STATE/COUNTY-  VA/BEDFORD
 GW2688  USGS QUAD   -  SEDALIA (1965)
 GW2688
 GW2688                         *CURRENT SURVEY CONTROL
 GW2688  ___________________________________________________________________
 GW2688* NAD 83(1993)-  37 27 40.36738(N)    079 27 50.34560(W)     ADJUSTED  
 GW2688* NAVD 88     -       286.9    (meters)     941.     (feet)  VERTCON   
 GW2688  ___________________________________________________________________
 GW2688  X           -     926,926.017 (meters)                     COMP
 GW2688  Y           -  -4,983,760.040 (meters)                     COMP
 GW2688  Z           -   3,858,302.876 (meters)                     COMP
 GW2688  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GW2688  ELLIP HEIGHT-         254.69  (meters)          (05/17/02) GPS OBS
 GW2688  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2688
 GW2688  HORZ ORDER  -  FIRST
 GW2688  ELLP ORDER  -  FOURTH    CLASS II
 GW2688
 GW2688.The horizontal coordinates were established by GPS observations
 GW2688.and adjusted by the National Geodetic Survey in September 1995..
 GW2688
 GW2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2688
 GW2688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2688
 GW2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2688
 GW2688.The ellipsoidal height was determined by GPS observations
 GW2688.and is referenced to NAD 83.
 GW2688
 GW2688.The geoid height was determined by GEOID03.
 GW2688
 GW2688;                    North         East     Units Scale Factor Converg.
 GW2688;SPC VA S     - 1,125,602.048 3,414,721.161   MT  0.99994673   -0 35 06.2
 GW2688;SPC VA S     - 3,692,912.72 11,203,131.01   sFT  0.99994673   -0 35 06.2
 GW2688;UTM  17      - 4,147,145.893   635,842.960   MT  0.99982731   +0 56 03.8
 GW2688
 GW2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2688!SPC VA S     -   0.99996003  x   0.99994673  =   0.99990677
 GW2688!UTM  17      -   0.99996003  x   0.99982731  =   0.99978735
 GW2688
 GW2688                          SUPERSEDED SURVEY CONTROL
 GW2688
 GW2688  ELLIP H (09/08/95)  254.78   (m)                       GP(       ) 4 2
 GW2688  NAD 83(1993)-  37 27 40.36738(N)    079 27 50.34560(W) AD(       ) 1
 GW2688  ELLIP H (11/14/94)  254.76   (m)                       GP(       ) 4 2
 GW2688  NAD 83(1986)-  37 27 40.37290(N)    079 27 50.35841(W) AD(       ) 1
 GW2688  NGVD 29 (07/01/93)  287.1    (m)          942.     (f) GPS OBS        
 GW2688
 GW2688.Superseded values are not recommended for survey control.
 GW2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2688.See file dsdata.txt to determine how the superseded data were derived.
 GW2688
 GW2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3584347146(NAD 83)
 GW2688_MARKER: DD = SURVEY DISK
 GW2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2688_SP_SET: CONCRETE POST
 GW2688_STAMPING: 116
 GW2688_MARK LOGO: VA-019
 GW2688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2688+STABILITY: SURFACE MOTION
 GW2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2688+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2688
 GW2688  HISTORY     - Date     Condition        Report By
 GW2688  HISTORY     - 1992     MONUMENTED       MSI
 GW2688
 GW2688                          STATION DESCRIPTION
 GW2688
 GW2688'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2688'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, IN THE TOWN OF
 GW2688'COLTONS MILL ON THE NORTHWEST SIDE OF S.R. 122.
 GW2688'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF S.R. 122
 GW2688'AND S.R. 639, PROCEED NORTHWEST 0.6 MI (1.0 KM) ALONG S.R. 122 TO THE
 GW2688'STATION ON THE RIGHT, OPPOSITE A HORSEPEN.
 GW2688'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2688'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2688'STAMPED 116.  THE DISK IS LOCATED 4.5 FT (1.4 M) NORTHWEST OF A
 GW2688'FENCELINE, 24.5 FT (7.5 M) SOUTHEAST OF THE CENTERLINE OF S.R. 122,
 GW2688'49.0 FT (14.9 M) SOUTHEAST OF THE NORTHEASTERNMOST FENCECORNER ON THE
 GW2688'NORTHEAST SIDE OF S.R. 122, AND 79.0 FT (24.1 M) SOUTH OF A POWER
 GW2688'POLE ON THE NORTHEAST SIDE OF S.R. 122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2689 ***********************************************************************
 GW2689  DESIGNATION -  BEDFORD 117
 GW2689  PID         -  GW2689
 GW2689  STATE/COUNTY-  VA/BEDFORD
 GW2689  USGS QUAD   -  SEDALIA (1965)
 GW2689
 GW2689                         *CURRENT SURVEY CONTROL
 GW2689  ___________________________________________________________________
 GW2689* NAD 83(1993)-  37 26 29.98310(N)    079 25 24.28757(W)     ADJUSTED  
 GW2689* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 GW2689  ___________________________________________________________________
 GW2689  X           -     930,690.561 (meters)                     COMP
 GW2689  Y           -  -4,984,364.889 (meters)                     COMP
 GW2689  Z           -   3,856,553.176 (meters)                     COMP
 GW2689  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 GW2689  ELLIP HEIGHT-         210.27  (meters)          (05/17/02) GPS OBS
 GW2689  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2689
 GW2689  HORZ ORDER  -  FIRST
 GW2689  ELLP ORDER  -  FOURTH    CLASS II
 GW2689
 GW2689.The horizontal coordinates were established by GPS observations
 GW2689.and adjusted by the National Geodetic Survey in September 1995..
 GW2689
 GW2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2689
 GW2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2689
 GW2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2689
 GW2689.The ellipsoidal height was determined by GPS observations
 GW2689.and is referenced to NAD 83.
 GW2689
 GW2689.The geoid height was determined by GEOID03.
 GW2689
 GW2689;                    North         East     Units Scale Factor Converg.
 GW2689;SPC VA S     - 1,123,396.479 3,418,288.990   MT  0.99994624   -0 33 37.6
 GW2689;SPC VA S     - 3,685,676.61 11,214,836.46   sFT  0.99994624   -0 33 37.6
 GW2689;UTM  17      - 4,145,035.931   639,467.601   MT  0.99983960   +0 57 31.1
 GW2689
 GW2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2689!SPC VA S     -   0.99996700  x   0.99994624  =   0.99991325
 GW2689!UTM  17      -   0.99996700  x   0.99983960  =   0.99980661
 GW2689
 GW2689                          SUPERSEDED SURVEY CONTROL
 GW2689
 GW2689  ELLIP H (09/08/95)  210.35   (m)                       GP(       ) 4 2
 GW2689  NAD 83(1993)-  37 26 29.98312(N)    079 25 24.28758(W) AD(       ) 1
 GW2689  ELLIP H (11/14/94)  210.34   (m)                       GP(       ) 4 2
 GW2689  NAD 83(1986)-  37 26 29.98857(N)    079 25 24.30030(W) AD(       ) 1
 GW2689  NGVD 29 (07/01/93)  242.7    (m)          796.     (f) GPS OBS        
 GW2689
 GW2689.Superseded values are not recommended for survey control.
 GW2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2689.See file dsdata.txt to determine how the superseded data were derived.
 GW2689
 GW2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3946845036(NAD 83)
 GW2689_MARKER: DD = SURVEY DISK
 GW2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2689_SP_SET: CONCRETE POST
 GW2689_STAMPING: 117
 GW2689_MARK LOGO: VA-019
 GW2689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2689+STABILITY: SURFACE MOTION
 GW2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2689+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2689
 GW2689  HISTORY     - Date     Condition        Report By
 GW2689  HISTORY     - 1992     MONUMENTED       MSI
 GW2689
 GW2689                          STATION DESCRIPTION
 GW2689
 GW2689'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2689'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2689'MI (3.9 KM) NORTH OF CIFAX ON THE WEST SIDE OF S.R. 637.
 GW2689'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND S.R. 643,
 GW2689'PROCEED EAST 3.5 MI (5.6 KM) ALONG S.R. 643 TO THE INTERSECTION WITH
 GW2689'S.R. 637 NORTH.  TURN LEFT AND GO NORTH 1.8 MI (2.9 KM) ALONG S.R.
 GW2689'637 TO THE STATION ON THE LEFT NEAR THE GRAVEL DRIVE HEADING WEST.
 GW2689'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2689'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2689'STAMPED 117.  THE DISK IS LOCATED 13.0 FT (4.0 M) WEST OF THE
 GW2689'CENTERLINE OF S.R. 637, 158.5 FT (48.3 M) EAST OF POWER POLE 50-35,
 GW2689'56.5 FT (17.2 M) SOUTH OF THE CENTERLINE OF THE DRIVEWAY HEADING
 GW2689'WEST, AND 59.0 FT (18.0 M) SOUTHWEST OF THE SOUTHERNMOST WOODEN
 GW2689'GATEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2690 ***********************************************************************
 GW2690  DESIGNATION -  BEDFORD 118
 GW2690  PID         -  GW2690
 GW2690  STATE/COUNTY-  VA/BEDFORD
 GW2690  USGS QUAD   -  SEDALIA (1965)
 GW2690
 GW2690                         *CURRENT SURVEY CONTROL
 GW2690  ___________________________________________________________________
 GW2690* NAD 83(1993)-  37 25 02.51714(N)    079 23 41.20973(W)     ADJUSTED  
 GW2690* NAVD 88     -       292.6    (meters)     960.     (feet)  VERTCON   
 GW2690  ___________________________________________________________________
 GW2690  X           -     933,490.276 (meters)                     COMP
 GW2690  Y           -  -4,985,549.288 (meters)                     COMP
 GW2690  Z           -   3,854,442.273 (meters)                     COMP
 GW2690  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 GW2690  ELLIP HEIGHT-         260.43  (meters)          (05/17/02) GPS OBS
 GW2690  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW2690
 GW2690  HORZ ORDER  -  FIRST
 GW2690  ELLP ORDER  -  FOURTH    CLASS II
 GW2690
 GW2690.The horizontal coordinates were established by GPS observations
 GW2690.and adjusted by the National Geodetic Survey in September 1995..
 GW2690
 GW2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2690
 GW2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2690
 GW2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2690
 GW2690.The ellipsoidal height was determined by GPS observations
 GW2690.and is referenced to NAD 83.
 GW2690
 GW2690.The geoid height was determined by GEOID03.
 GW2690
 GW2690;                    North         East     Units Scale Factor Converg.
 GW2690;SPC VA S     - 1,120,675.827 3,420,797.011   MT  0.99994578   -0 32 35.0
 GW2690;SPC VA S     - 3,676,750.61 11,223,064.86   sFT  0.99994578   -0 32 35.0
 GW2690;UTM  17      - 4,142,382.982   642,046.590   MT  0.99984854   +0 58 31.9
 GW2690
 GW2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2690!SPC VA S     -   0.99995913  x   0.99994578  =   0.99990492
 GW2690!UTM  17      -   0.99995913  x   0.99984854  =   0.99980768
 GW2690
 GW2690                          SUPERSEDED SURVEY CONTROL
 GW2690
 GW2690  ELLIP H (09/08/95)  260.50   (m)                       GP(       ) 4 2
 GW2690  NAD 83(1993)-  37 25 02.51717(N)    079 23 41.20975(W) AD(       ) 1
 GW2690  ELLIP H (11/14/94)  260.49   (m)                       GP(       ) 4 2
 GW2690  NAD 83(1986)-  37 25 02.52288(N)    079 23 41.22254(W) AD(       ) 1
 GW2690  NGVD 29 (07/01/93)  292.8    (m)          961.     (f) GPS OBS        
 GW2690
 GW2690.Superseded values are not recommended for survey control.
 GW2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2690.See file dsdata.txt to determine how the superseded data were derived.
 GW2690
 GW2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4204742383(NAD 83)
 GW2690_MARKER: DD = SURVEY DISK
 GW2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2690_SP_SET: CONCRETE POST
 GW2690_STAMPING: 118
 GW2690_MARK LOGO: VA-019
 GW2690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2690+STABILITY: SURFACE MOTION
 GW2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2690+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2690
 GW2690  HISTORY     - Date     Condition        Report By
 GW2690  HISTORY     - 1992     MONUMENTED       MSI
 GW2690
 GW2690                          STATION DESCRIPTION
 GW2690
 GW2690'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2690'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2690'MI (1.3 KM) NORTHEAST OF CIFAX ON THE NORTH SIDE OF S.R. 644.
 GW2690'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 644 AND S.R. 643,
 GW2690'PROCEED NORTHEAST 0.8 MI (1.3 KM) ALONG S.R. 644 TO THE STATION ON
 GW2690'THE LEFT NEAR A DIRT TRAIL.
 GW2690'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2690'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2690'STAMPED 118.  THE DISK IS LOCATED 19.0 FT (5.8 M) NORTHWEST OF THE
 GW2690'CENTERLINE OF S.R. 644, 16.3 FT (5.0 M) NORTHEAST OF THE NORTHERNMOST
 GW2690'WOOD GATE POST AT THE DIRT TRAIL, 1.5 FT (0.5 M) EAST OF THE
 GW2690'FENCELINE, AND 65.0 FT (19.8 M) NORTHWEST OF THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2691 ***********************************************************************
 GW2691  DESIGNATION -  BEDFORD 119
 GW2691  PID         -  GW2691
 GW2691  STATE/COUNTY-  VA/BEDFORD
 GW2691  USGS QUAD   -  MONTVALE (1977)
 GW2691
 GW2691                         *CURRENT SURVEY CONTROL
 GW2691  ___________________________________________________________________
 GW2691* NAD 83(1993)-  37 28 50.16960(N)    079 39 28.93444(W)     ADJUSTED  
 GW2691* NAVD 88     -       642.8    (meters)    2109.     (feet)  VERTCON   
 GW2691  ___________________________________________________________________
 GW2691  X           -     909,857.115 (meters)                     COMP
 GW2691  Y           -  -4,985,860.613 (meters)                     COMP
 GW2691  Z           -   3,860,227.380 (meters)                     COMP
 GW2691  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GW2691  ELLIP HEIGHT-         610.48  (meters)          (05/17/02) GPS OBS
 GW2691  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2691
 GW2691  HORZ ORDER  -  FIRST
 GW2691  ELLP ORDER  -  FOURTH    CLASS II
 GW2691
 GW2691.The horizontal coordinates were established by GPS observations
 GW2691.and adjusted by the National Geodetic Survey in September 1995..
 GW2691
 GW2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2691
 GW2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2691
 GW2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2691
 GW2691.The ellipsoidal height was determined by GPS observations
 GW2691.and is referenced to NAD 83.
 GW2691
 GW2691.The geoid height was determined by GEOID03.
 GW2691
 GW2691;                    North         East     Units Scale Factor Converg.
 GW2691;SPC VA S     - 1,127,946.685 3,397,581.513   MT  0.99994734   -0 42 10.2
 GW2691;SPC VA S     - 3,700,605.08 11,146,898.68   sFT  0.99994734   -0 42 10.2
 GW2691;UTM  17      - 4,149,034.935   618,649.698   MT  0.99977341   +0 49 00.0
 GW2691
 GW2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2691!SPC VA S     -   0.99990421  x   0.99994734  =   0.99985156
 GW2691!UTM  17      -   0.99990421  x   0.99977341  =   0.99967764
 GW2691
 GW2691                          SUPERSEDED SURVEY CONTROL
 GW2691
 GW2691  ELLIP H (09/08/95)  610.55   (m)                       GP(       ) 4 2
 GW2691  NAD 83(1993)-  37 28 50.16964(N)    079 39 28.93448(W) AD(       ) 1
 GW2691  ELLIP H (11/14/94)  610.54   (m)                       GP(       ) 4 2
 GW2691  NAD 83(1986)-  37 28 50.17364(N)    079 39 28.94730(W) AD(       ) 1
 GW2691  NGVD 29 (07/01/93)  643.0    (m)         2110.     (f) GPS OBS        
 GW2691
 GW2691.Superseded values are not recommended for survey control.
 GW2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2691.See file dsdata.txt to determine how the superseded data were derived.
 GW2691
 GW2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1865049035(NAD 83)
 GW2691_MARKER: DD = SURVEY DISK
 GW2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2691_SP_SET: CONCRETE POST
 GW2691_STAMPING: 119
 GW2691_MARK LOGO: VA-019
 GW2691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2691+STABILITY: SURFACE MOTION
 GW2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2691+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2691
 GW2691  HISTORY     - Date     Condition        Report By
 GW2691  HISTORY     - 1992     MONUMENTED       MSI
 GW2691
 GW2691                          STATION DESCRIPTION
 GW2691
 GW2691'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2691'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 7.5
 GW2691'MI (12.1 KM) NORTHEAST OF MONTVALE ON THE SOUTH SIDE OF THE BLUE
 GW2691'RIDGE PARKWAY.
 GW2691'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 695,
 GW2691'PROCEED NORTHEAST 9.7 MI (15.6 KM) ALONG S.R. 695 TO THE ENTRANCE
 GW2691'ROAD TO THE BLUE RIDGE PARKWAY.  GO NORTH 0.7 MI (1.1 KM) ALONG THE
 GW2691'PARKWAY TO THE STATION ON THE RIGHT AT THE PORTERS MOUNTAIN OVERLOOK
 GW2691'AND THE APPROXIMATE 90.1 MI (145.0 KM) MILEPOST.  THE ACCESS TO THE
 GW2691'STATION MAY BE CONDITIONAL TO THE PARK SERVICE APPROVAL.
 GW2691'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2691'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2691'STAMPED 119.  THE DISK IS LOCATED 19.3 FT (5.9 M) SOUTH OF THE
 GW2691'CENTERLINE OF THE PARKWAY, 9.5 FT (2.9 M) SOUTH OF A REFERENCE NAIL
 GW2691'AT THE EDGE OF PAVEMENT, AND 49.5 FT (15.1 M) NORTHWEST OF AN 18 INCH
 GW2691'PINE WITH NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2692 ***********************************************************************
 GW2692  DESIGNATION -  BEDFORD 120
 GW2692  PID         -  GW2692
 GW2692  STATE/COUNTY-  VA/BEDFORD
 GW2692  USGS QUAD   -  MONTVALE (1977)
 GW2692
 GW2692                         *CURRENT SURVEY CONTROL
 GW2692  ___________________________________________________________________
 GW2692* NAD 83(1993)-  37 28 28.36093(N)    079 41 30.72588(W)     ADJUSTED  
 GW2692* NAVD 88     -       711.0    (meters)    2333.     (feet)  VERTCON   
 GW2692  ___________________________________________________________________
 GW2692  X           -     906,995.886 (meters)                     COMP
 GW2692  Y           -  -4,986,852.714 (meters)                     COMP
 GW2692  Z           -   3,859,735.212 (meters)                     COMP
 GW2692  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 GW2692  ELLIP HEIGHT-         678.62  (meters)          (05/17/02) GPS OBS
 GW2692  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW2692
 GW2692  HORZ ORDER  -  FIRST
 GW2692  ELLP ORDER  -  FOURTH    CLASS II
 GW2692
 GW2692.The horizontal coordinates were established by GPS observations
 GW2692.and adjusted by the National Geodetic Survey in September 1995..
 GW2692
 GW2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2692
 GW2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2692
 GW2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2692
 GW2692.The ellipsoidal height was determined by GPS observations
 GW2692.and is referenced to NAD 83.
 GW2692
 GW2692.The geoid height was determined by GEOID03.
 GW2692
 GW2692;                    North         East     Units Scale Factor Converg.
 GW2692;SPC VA S     - 1,127,311.660 3,394,581.123   MT  0.99994714   -0 43 24.1
 GW2692;SPC VA S     - 3,698,521.67 11,137,054.90   sFT  0.99994714   -0 43 24.1
 GW2692;UTM  17      - 4,148,320.703   615,667.733   MT  0.99976480   +0 47 45.5
 GW2692
 GW2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2692!SPC VA S     -   0.99989352  x   0.99994714  =   0.99984067
 GW2692!UTM  17      -   0.99989352  x   0.99976480  =   0.99965834
 GW2692
 GW2692                          SUPERSEDED SURVEY CONTROL
 GW2692
 GW2692  ELLIP H (09/08/95)  678.68   (m)                       GP(       ) 4 2
 GW2692  NAD 83(1993)-  37 28 28.36098(N)    079 41 30.72591(W) AD(       ) 1
 GW2692  ELLIP H (11/14/94)  678.68   (m)                       GP(       ) 4 2
 GW2692  NAD 83(1986)-  37 28 28.36428(N)    079 41 30.73885(W) AD(       ) 1
 GW2692  NGVD 29 (07/01/93)  711.2    (m)         2333.     (f) GPS OBS        
 GW2692
 GW2692.Superseded values are not recommended for survey control.
 GW2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2692.See file dsdata.txt to determine how the superseded data were derived.
 GW2692
 GW2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1566848321(NAD 83)
 GW2692_MARKER: DD = SURVEY DISK
 GW2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2692_SP_SET: CONCRETE POST
 GW2692_STAMPING: 120
 GW2692_MARK LOGO: VA-019
 GW2692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2692+STABILITY: SURFACE MOTION
 GW2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2692+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2692
 GW2692  HISTORY     - Date     Condition        Report By
 GW2692  HISTORY     - 1992     MONUMENTED       MSI
 GW2692
 GW2692                          STATION DESCRIPTION
 GW2692
 GW2692'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2692'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6.3
 GW2692'MI (10.1 KM) NORTH OF MONTVALE ON THE EAST SIDE OF THE BLUE RIDGE
 GW2692'PARKWAY.
 GW2692'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 695,
 GW2692'PROCEED NORTHEAST 9.7 MI (15.6 KM) ALONG S.R. 695 TO THE ENTRANCE
 GW2692'ROAD TO THE BLUE RIDGE PARKWAY.  GO SOUTHBOUND 1.6 MI (2.6 KM) ALONG
 GW2692'THE PARKWAY TO THE STATION ON THE LEFT AT THE SHARP TOP MOUNTAIN
 GW2692'OVERLOOK AND THE APPROXIMATE 92.4 MI (148.7 KM) MILEPOST.  THE ACCESS
 GW2692'TO THE STATION MAY BE CONDITIONAL TO THE PARK SERVICE APPROVAL.
 GW2692'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2692'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2692'STAMPED 120.  THE DISK IS LOCATED 48.7 FT (14.8 M) EAST OF THE
 GW2692'CENTERLINE OF THE OVERLOOK PULL-OFF, 37.1 FT (11.3 M) SOUTH OF A
 GW2692'CONCRETE POST, AND 19.9 FT (6.1 M) NORTH OF THE NORTHERNMOST SIGN
 GW2692'POST FOR PEAKS OF OTTER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2693 ***********************************************************************
 GW2693  DESIGNATION -  BEDFORD 121
 GW2693  PID         -  GW2693
 GW2693  STATE/COUNTY-  VA/BEDFORD
 GW2693  USGS QUAD   -  MONTVALE (1977)
 GW2693
 GW2693                         *CURRENT SURVEY CONTROL
 GW2693  ___________________________________________________________________
 GW2693* NAD 83(1993)-  37 27 19.57722(N)    079 37 33.21712(W)     ADJUSTED  
 GW2693* NAVD 88     -       778.3    (meters)    2553.     (feet)  VERTCON   
 GW2693  ___________________________________________________________________
 GW2693  X           -     912,979.459 (meters)                     COMP
 GW2693  Y           -  -4,987,126.613 (meters)                     COMP
 GW2693  Z           -   3,858,092.883 (meters)                     COMP
 GW2693  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 GW2693  ELLIP HEIGHT-         746.04  (meters)          (05/17/02) GPS OBS
 GW2693  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2693
 GW2693  HORZ ORDER  -  FIRST
 GW2693  ELLP ORDER  -  FOURTH    CLASS II
 GW2693
 GW2693.The horizontal coordinates were established by GPS observations
 GW2693.and adjusted by the National Geodetic Survey in September 1995..
 GW2693
 GW2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2693
 GW2693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2693
 GW2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2693
 GW2693.The ellipsoidal height was determined by GPS observations
 GW2693.and is referenced to NAD 83.
 GW2693
 GW2693.The geoid height was determined by GEOID03.
 GW2693
 GW2693;                    North         East     Units Scale Factor Converg.
 GW2693;SPC VA S     - 1,125,119.719 3,400,390.904   MT  0.99994658   -0 40 60.0
 GW2693;SPC VA S     - 3,691,330.28 11,156,115.82   sFT  0.99994658   -0 40 60.0
 GW2693;UTM  17      - 4,146,283.916   621,532.567   MT  0.99978194   +0 50 08.7
 GW2693
 GW2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2693!SPC VA S     -   0.99988294  x   0.99994658  =   0.99982953
 GW2693!UTM  17      -   0.99988294  x   0.99978194  =   0.99966491
 GW2693
 GW2693                          SUPERSEDED SURVEY CONTROL
 GW2693
 GW2693  ELLIP H (09/08/95)  746.11   (m)                       GP(       ) 4 2
 GW2693  NAD 83(1993)-  37 27 19.57725(N)    079 37 33.21716(W) AD(       ) 1
 GW2693  ELLIP H (11/14/94)  746.10   (m)                       GP(       ) 4 2
 GW2693  NAD 83(1986)-  37 27 19.58163(N)    079 37 33.23010(W) AD(       ) 1
 GW2693  NGVD 29 (07/01/93)  778.5    (m)         2554.     (f) GPS OBS        
 GW2693
 GW2693.Superseded values are not recommended for survey control.
 GW2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2693.See file dsdata.txt to determine how the superseded data were derived.
 GW2693
 GW2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2153346284(NAD 83)
 GW2693_MARKER: DD = SURVEY DISK
 GW2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2693_SP_SET: CONCRETE POST
 GW2693_STAMPING: 121
 GW2693_MARK LOGO: VA-019
 GW2693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2693+STABILITY: SURFACE MOTION
 GW2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2693+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2693
 GW2693  HISTORY     - Date     Condition        Report By
 GW2693  HISTORY     - 1992     MONUMENTED       MSI
 GW2693
 GW2693                          STATION DESCRIPTION
 GW2693
 GW2693'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2693'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 7.5
 GW2693'MI (12.1 KM) NORTHEAST OF MONTVALE ON THE NORTH SIDE OF THE BLUE
 GW2693'RIDGE PARKWAY.
 GW2693'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 695,
 GW2693'PROCEED NORTHEAST 9.7 MI (15.6 KM) ALONG S.R. 695 TO THE ENTRANCE
 GW2693'ROAD TO THE BLUE RIDGE PARKWAY.  GO NORTHBOUND 5.6 MI (9.0 KM) ALONG
 GW2693'THE PARKWAY TO THE STATION ON THE LEFT AT A CLEARED GRASS HILL AND
 GW2693'THE APPROXIMATE 87.3 MI (140.5 KM) MILEPOST.  THE ACCESS TO THE
 GW2693'STATION MAY BE CONDITIONAL TO THE PARK SERVICE APPROVAL.
 GW2693'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2693'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2693'STAMPED 121.  THE DISK IS LOCATED 60.5 FT (18.4 M) NORTH OF THE
 GW2693'CENTERLINE OF THE PARKWAY, 51.0 FT (15.5 M) NORTH OF THE END OF AN
 GW2693'ASPHALT DITCH, AND 82.6 FT (25.2 M) SOUTHWEST OF A 20 INCH POPLAR
 GW2693'WITH A PK NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2694 ***********************************************************************
 GW2694  DESIGNATION -  BEDFORD 122
 GW2694  PID         -  GW2694
 GW2694  STATE/COUNTY-  VA/BEDFORD
 GW2694  USGS QUAD   -  MONTVALE (1977)
 GW2694
 GW2694                         *CURRENT SURVEY CONTROL
 GW2694  ___________________________________________________________________
 GW2694* NAD 83(1993)-  37 25 53.27997(N)    079 44 56.57085(W)     ADJUSTED  
 GW2694* NAVD 88     -       714.7    (meters)    2345.     (feet)  VERTCON   
 GW2694  ___________________________________________________________________
 GW2694  X           -     902,536.711 (meters)                     COMP
 GW2694  Y           -  -4,990,619.569 (meters)                     COMP
 GW2694  Z           -   3,855,941.583 (meters)                     COMP
 GW2694  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 GW2694  ELLIP HEIGHT-         682.30  (meters)          (05/17/02) GPS OBS
 GW2694  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW2694
 GW2694  HORZ ORDER  -  FIRST
 GW2694  ELLP ORDER  -  FOURTH    CLASS II
 GW2694
 GW2694.The horizontal coordinates were established by GPS observations
 GW2694.and adjusted by the National Geodetic Survey in September 1995..
 GW2694
 GW2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2694
 GW2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2694
 GW2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2694
 GW2694.The ellipsoidal height was determined by GPS observations
 GW2694.and is referenced to NAD 83.
 GW2694
 GW2694.The geoid height was determined by GEOID03.
 GW2694
 GW2694;                    North         East     Units Scale Factor Converg.
 GW2694;SPC VA S     - 1,122,596.651 3,389,460.752   MT  0.99994602   -0 45 29.1
 GW2694;SPC VA S     - 3,683,052.51 11,120,255.82   sFT  0.99994602   -0 45 29.1
 GW2694;UTM  17      - 4,143,472.540   610,675.084   MT  0.99975088   +0 45 37.5
 GW2694
 GW2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2694!SPC VA S     -   0.99989294  x   0.99994602  =   0.99983897
 GW2694!UTM  17      -   0.99989294  x   0.99975088  =   0.99964385
 GW2694
 GW2694                          SUPERSEDED SURVEY CONTROL
 GW2694
 GW2694  ELLIP H (09/08/95)  682.37   (m)                       GP(       ) 4 2
 GW2694  NAD 83(1993)-  37 25 53.28007(N)    079 44 56.57085(W) AD(       ) 1
 GW2694  ELLIP H (11/14/94)  682.37   (m)                       GP(       ) 4 2
 GW2694  NAD 83(1986)-  37 25 53.28151(N)    079 44 56.58425(W) AD(       ) 1
 GW2694  NGVD 29 (07/01/93)  714.9    (m)         2345.     (f) GPS OBS        
 GW2694
 GW2694.Superseded values are not recommended for survey control.
 GW2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2694.See file dsdata.txt to determine how the superseded data were derived.
 GW2694
 GW2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1067543473(NAD 83)
 GW2694_MARKER: DD = SURVEY DISK
 GW2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2694_SP_SET: CONCRETE POST
 GW2694_STAMPING: 122
 GW2694_MARK LOGO: VA-019
 GW2694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2694+STABILITY: SURFACE MOTION
 GW2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2694+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2694
 GW2694  HISTORY     - Date     Condition        Report By
 GW2694  HISTORY     - 1992     MONUMENTED       MSI
 GW2694
 GW2694                          STATION DESCRIPTION
 GW2694
 GW2694'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2694'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.2
 GW2694'MI (5.1 KM) NORTH OF MONTVALE ON THE SOUTH SIDE OF THE BLUE RIDGE
 GW2694'PARKWAY.
 GW2694'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 695,
 GW2694'PROCEED NORTHEAST 9.7 MI (15.6 KM) ALONG S.R. 695 TO THE ENTRANCE
 GW2694'ROAD TO THE BLUE RIDGE PARKWAY.  GO SOUTH 6.O MI ALONG THE PARKWAY TO
 GW2694'THE STATION ON THE LEFT AT TAYLOR MOUNTAIN OVERLOOK AND MILEPOST 97.
 GW2694'THE ACCESS TO THE STATION MAY BE CONDITIONAL TO THE PARK SERVICE
 GW2694'APPROVAL.
 GW2694'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2694'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2694'STAMPED 122.  THE DISK IS LOCATED 49.1 FT (15.0 M) SOUTH OF THE
 GW2694'CORNER OF AN ASPHALT SIDEWALK, 21.7 FT (6.6 M) SOUTHEAST OF A
 GW2694'REFERENCE NAIL SET IN THE PARKING AREA, 33.3 FT (10.1 M) NORTHEAST OF
 GW2694'A CONCRETE POST, AND 1.0 FT (0.3 M) EAST OF THE EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2695 ***********************************************************************
 GW2695  DESIGNATION -  BEDFORD 123
 GW2695  PID         -  GW2695
 GW2695  STATE/COUNTY-  VA/BEDFORD
 GW2695  USGS QUAD   -  MONTVALE (1977)
 GW2695
 GW2695                         *CURRENT SURVEY CONTROL
 GW2695  ___________________________________________________________________
 GW2695* NAD 83(1993)-  37 24 49.79072(N)    079 42 57.20061(W)     ADJUSTED  
 GW2695* NAVD 88     -       306.7    (meters)    1006.     (feet)  VERTCON   
 GW2695  ___________________________________________________________________
 GW2695  X           -     905,579.275 (meters)                     COMP
 GW2695  Y           -  -4,990,948.065 (meters)                     COMP
 GW2695  Z           -   3,854,139.096 (meters)                     COMP
 GW2695  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GW2695  ELLIP HEIGHT-         274.35  (meters)          (05/17/02) GPS OBS
 GW2695  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2695
 GW2695  HORZ ORDER  -  FIRST
 GW2695  ELLP ORDER  -  FOURTH    CLASS II
 GW2695
 GW2695.The horizontal coordinates were established by GPS observations
 GW2695.and adjusted by the National Geodetic Survey in September 1995..
 GW2695
 GW2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2695
 GW2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2695
 GW2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2695
 GW2695.The ellipsoidal height was determined by GPS observations
 GW2695.and is referenced to NAD 83.
 GW2695
 GW2695.The geoid height was determined by GEOID03.
 GW2695
 GW2695;                    North         East     Units Scale Factor Converg.
 GW2695;SPC VA S     - 1,120,601.277 3,392,369.860   MT  0.99994573   -0 44 16.6
 GW2695;SPC VA S     - 3,676,506.02 11,129,800.12   sFT  0.99994573   -0 44 16.6
 GW2695;UTM  17      - 4,141,555.317   613,635.477   MT  0.99975906   +0 46 49.0
 GW2695
 GW2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2695!SPC VA S     -   0.99995695  x   0.99994573  =   0.99990268
 GW2695!UTM  17      -   0.99995695  x   0.99975906  =   0.99971602
 GW2695
 GW2695                          SUPERSEDED SURVEY CONTROL
 GW2695
 GW2695  ELLIP H (09/08/95)  274.42   (m)                       GP(       ) 4 2
 GW2695  NAD 83(1993)-  37 24 49.79078(N)    079 42 57.20063(W) AD(       ) 1
 GW2695  ELLIP H (11/14/94)  274.41   (m)                       GP(       ) 4 2
 GW2695  NAD 83(1986)-  37 24 49.79396(N)    079 42 57.21265(W) AD(       ) 1
 GW2695  NGVD 29 (07/01/93)  306.9    (m)         1007.     (f) GPS OBS        
 GW2695
 GW2695.Superseded values are not recommended for survey control.
 GW2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2695.See file dsdata.txt to determine how the superseded data were derived.
 GW2695
 GW2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1363541555(NAD 83)
 GW2695_MARKER: DD = SURVEY DISK
 GW2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2695_SP_SET: CONCRETE POST
 GW2695_STAMPING: 123
 GW2695_MARK LOGO: VA-019
 GW2695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2695+STABILITY: SURFACE MOTION
 GW2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2695+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2695
 GW2695  HISTORY     - Date     Condition        Report By
 GW2695  HISTORY     - 1992     MONUMENTED       MSI
 GW2695
 GW2695                          STATION DESCRIPTION
 GW2695
 GW2695'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2695'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.1
 GW2695'MI (3.4 KM) NORTH OF MONTVALE ON THE EAST SIDE OF S.R 617.
 GW2695'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 695,
 GW2695'PROCEED NORTHEAST 0.5 MI (0.8 KM) ALONG S.R. 695 TO THE INTERSECTION
 GW2695'WITH S.R. 617.  BEAR LEFT AND GO NORTH 2.0 MI (3.2 KM) ALONG S.R. 617
 GW2695'TO THE INTERSECTION WITH S.R. 696.  BEAR LEFT AND TRAVEL NORTH 0.1 MI
 GW2695'(0.2 KM) ALONG S.R. 617 TO THE STATION ON THE RIGHT IN THE GRASS
 GW2695'SHOULDER.
 GW2695'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2695'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2695'STAMPED 123.  THE DISK IS LOCATED 16.5 FT (5.0 M) EAST OF THE
 GW2695'CENTERLINE OF S.R. 617, 5.0 FT (1.5 M) WEST OF A FENCELINE, 83.4 FT
 GW2695'(25.4 M) SOUTH OF THE FLAGGED REFERENCE NAIL SET IN A 12 INCH MAPLE,
 GW2695'AND 54.0 FT (16.5 M) SOUTHEAST OF FLAGGED REFERENCE NAIL SET IN 4
 GW2695'INCH OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2696 ***********************************************************************
 GW2696  DESIGNATION -  BEDFORD 125
 GW2696  PID         -  GW2696
 GW2696  STATE/COUNTY-  VA/BEDFORD
 GW2696  USGS QUAD   -  PEAKS OF OTTER (1967)
 GW2696
 GW2696                         *CURRENT SURVEY CONTROL
 GW2696  ___________________________________________________________________
 GW2696* NAD 83(1993)-  37 24 28.76674(N)    079 33 36.56955(W)     ADJUSTED  
 GW2696* NAVD 88     -       321.5    (meters)    1055.     (feet)  VERTCON   
 GW2696  ___________________________________________________________________
 GW2696  X           -     919,214.896 (meters)                     COMP
 GW2696  Y           -  -4,988,867.193 (meters)                     COMP
 GW2696  Z           -   3,853,633.322 (meters)                     COMP
 GW2696  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GW2696  ELLIP HEIGHT-         289.29  (meters)          (05/17/02) GPS OBS
 GW2696  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2696
 GW2696  HORZ ORDER  -  FIRST
 GW2696  ELLP ORDER  -  FOURTH    CLASS II
 GW2696
 GW2696.The horizontal coordinates were established by GPS observations
 GW2696.and adjusted by the National Geodetic Survey in September 1995..
 GW2696
 GW2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2696
 GW2696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2696
 GW2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2696
 GW2696.The ellipsoidal height was determined by GPS observations
 GW2696.and is referenced to NAD 83.
 GW2696
 GW2696.The geoid height was determined by GEOID03.
 GW2696
 GW2696;                    North         East     Units Scale Factor Converg.
 GW2696;SPC VA S     - 1,119,787.019 3,406,147.208   MT  0.99994565   -0 38 36.4
 GW2696;SPC VA S     - 3,673,834.58 11,175,001.30   sFT  0.99994565   -0 38 36.4
 GW2696;UTM  17      - 4,141,106.450   627,427.265   MT  0.99980002   +0 52 29.3
 GW2696
 GW2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2696!SPC VA S     -   0.99995461  x   0.99994565  =   0.99990026
 GW2696!UTM  17      -   0.99995461  x   0.99980002  =   0.99975463
 GW2696
 GW2696                          SUPERSEDED SURVEY CONTROL
 GW2696
 GW2696  ELLIP H (09/08/95)  289.37   (m)                       GP(       ) 4 2
 GW2696  NAD 83(1993)-  37 24 28.76673(N)    079 33 36.56961(W) AD(       ) 1
 GW2696  ELLIP H (11/14/94)  289.36   (m)                       GP(       ) 4 2
 GW2696  NAD 83(1986)-  37 24 28.77300(N)    079 33 36.58226(W) AD(       ) 1
 GW2696  NGVD 29 (07/01/93)  321.7    (m)         1055.     (f) GPS OBS        
 GW2696
 GW2696.Superseded values are not recommended for survey control.
 GW2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2696.See file dsdata.txt to determine how the superseded data were derived.
 GW2696
 GW2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2742741106(NAD 83)
 GW2696_MARKER: DD = SURVEY DISK
 GW2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2696_SP_SET: CONCRETE POST
 GW2696_STAMPING: 125
 GW2696_MARK LOGO: VA-019
 GW2696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2696+STABILITY: SURFACE MOTION
 GW2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2696+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2696
 GW2696  HISTORY     - Date     Condition        Report By
 GW2696  HISTORY     - 1992     MONUMENTED       MSI
 GW2696
 GW2696                          STATION DESCRIPTION
 GW2696
 GW2696'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2696'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2696'MI (1.3 KM) NORTH OF KELSO MILL ON THE NORTHEAST SIDE OF S.R 43.
 GW2696'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 43 AND S.R. 682
 GW2696'WEST, PROCEED NORTHEAST 0.9 MI (1.4 KM) ALONG S.R. 43 TO THE STATION
 GW2696'ON THE RIGHT BEYOND THE PEAKS OF OTTER WATER CONSERVATION DISTRICT
 GW2696'SIGN POST.
 GW2696'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2696'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2696'STAMPED 125.  THE DISK IS LOCATED 23.5 FT (7.2 M) NORTH OF THE
 GW2696'CENTERLINE OF S.R. 43, 52.5 FT (16.0 M) NORTH OF POST AND WIRE FENCE
 GW2696'LINE, 68.2 FT (20.8 M) WEST OF THE SOUTHERN POST OF THE WATER
 GW2696'CONSERVATION DISTRICT SIGN, AND 30.1 FT (9.2 M) SOUTH OF FLAGGED
 GW2696'REFERENCE NAIL SET IN 4 INCH MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2697 ***********************************************************************
 GW2697  DESIGNATION -  BEDFORD 126
 GW2697  PID         -  GW2697
 GW2697  STATE/COUNTY-  VA/BEDFORD
 GW2697  USGS QUAD   -  VILLAMONT (1985)
 GW2697
 GW2697                         *CURRENT SURVEY CONTROL
 GW2697  ___________________________________________________________________
 GW2697* NAD 83(1993)-  37 24 00.06457(N)    079 48 30.82083(W)     ADJUSTED  
 GW2697* NAVD 88     -       500.2    (meters)    1641.     (feet)  VERTCON   
 GW2697  ___________________________________________________________________
 GW2697  X           -     897,697.527 (meters)                     COMP
 GW2697  Y           -  -4,993,474.120 (meters)                     COMP
 GW2697  Z           -   3,853,038.800 (meters)                     COMP
 GW2697  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 GW2697  ELLIP HEIGHT-         467.80  (meters)          (05/17/02) GPS OBS
 GW2697  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2697
 GW2697  HORZ ORDER  -  FIRST
 GW2697  ELLP ORDER  -  FOURTH    CLASS II
 GW2697
 GW2697.The horizontal coordinates were established by GPS observations
 GW2697.and adjusted by the National Geodetic Survey in September 1995..
 GW2697
 GW2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2697
 GW2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2697
 GW2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2697
 GW2697.The ellipsoidal height was determined by GPS observations
 GW2697.and is referenced to NAD 83.
 GW2697
 GW2697.The geoid height was determined by GEOID03.
 GW2697
 GW2697;                    North         East     Units Scale Factor Converg.
 GW2697;SPC VA S     - 1,119,178.171 3,384,145.795   MT  0.99994556   -0 47 39.1
 GW2697;SPC VA S     - 3,671,837.05 11,102,818.33   sFT  0.99994556   -0 47 39.1
 GW2697;UTM  17      - 4,139,915.161   605,453.619   MT  0.99973698   +0 43 25.4
 GW2697
 GW2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2697!SPC VA S     -   0.99992660  x   0.99994556  =   0.99987216
 GW2697!UTM  17      -   0.99992660  x   0.99973698  =   0.99966360
 GW2697
 GW2697                          SUPERSEDED SURVEY CONTROL
 GW2697
 GW2697  ELLIP H (09/08/95)  467.87   (m)                       GP(       ) 4 2
 GW2697  NAD 83(1993)-  37 24 00.06472(N)    079 48 30.82080(W) AD(       ) 1
 GW2697  ELLIP H (11/14/94)  467.86   (m)                       GP(       ) 4 2
 GW2697  NAD 83(1986)-  37 24 00.06344(N)    079 48 30.83543(W) AD(       ) 1
 GW2697  NGVD 29 (07/01/93)  500.4    (m)         1642.     (f) GPS OBS        
 GW2697
 GW2697.Superseded values are not recommended for survey control.
 GW2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2697.See file dsdata.txt to determine how the superseded data were derived.
 GW2697
 GW2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0545439915(NAD 83)
 GW2697_MARKER: DD = SURVEY DISK
 GW2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2697_SP_SET: CONCRETE POST
 GW2697_STAMPING: 126
 GW2697_MARK LOGO: VA-019
 GW2697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2697+STABILITY: SURFACE MOTION
 GW2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2697+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2697
 GW2697  HISTORY     - Date     Condition        Report By
 GW2697  HISTORY     - 1992     MONUMENTED       MSI
 GW2697
 GW2697                          STATION DESCRIPTION
 GW2697
 GW2697'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2697'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.8
 GW2697'MI (2.9 KM) WEST OF VILLAMONT AND APPROXIMATELY 1.5 MI (2.4 KM) NORTH
 GW2697'OF BLUE RIDGE ON THE SOUTHEAST SIDE OF A PRIVATE DRIVEWAY ON THE
 GW2697'PROPERTY OWNED BY TIM SARVER.
 GW2697'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460/221 AND S.R.
 GW2697'698, PROCEED SOUTHWEST 1.6 MI (2.6 KM) ALONG U.S. 460/221 TO THE
 GW2697'INTERSECTION WITH S.R. 767 (BLUE RIDGE DRIVE).  TURN RIGHT AND GO
 GW2697'NORTH 1.4 MI (2.3 KM) ALONG S.R. 767 (WHICH WILL BECOMES A PRIVATE
 GW2697'GRAVEL ROAD) TO THE STATION ON THE LEFT AT THE LAST BEND BEFORE THE
 GW2697'DRIVE ENDS AT THE HOUSE.
 GW2697'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2697'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2697'STAMPED 126.  THE DISK IS LOCATED 100.2 FT (30.5 M) SOUTHEAST OF
 GW2697'THE SOUTHWEST CORNER OF THE HOUSE, 38.4 FT (11.7 M) SOUTHEAST OF THE
 GW2697'18 INCH TWIN PINE WITH FLAGGED NAIL, AND 29.1 FT (8.9 M) WEST OF 12
 GW2697'INCH PINE WITH FLAGGED NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2698 ***********************************************************************
 GW2698  DESIGNATION -  BEDFORD 127
 GW2698  PID         -  GW2698
 GW2698  STATE/COUNTY-  VA/BEDFORD
 GW2698  USGS QUAD   -  VILLAMONT (1985)
 GW2698
 GW2698                         *CURRENT SURVEY CONTROL
 GW2698  ___________________________________________________________________
 GW2698* NAD 83(1993)-  37 23 10.36308(N)    079 47 44.86262(W)     ADJUSTED  
 GW2698* NAVD 88     -       404.6    (meters)    1327.     (feet)  VERTCON   
 GW2698  ___________________________________________________________________
 GW2698  X           -     898,961.505 (meters)                     COMP
 GW2698  Y           -  -4,994,115.046 (meters)                     COMP
 GW2698  Z           -   3,851,763.281 (meters)                     COMP
 GW2698  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 GW2698  ELLIP HEIGHT-         372.16  (meters)          (05/17/02) GPS OBS
 GW2698  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW2698
 GW2698  HORZ ORDER  -  FIRST
 GW2698  ELLP ORDER  -  FOURTH    CLASS II
 GW2698
 GW2698.The horizontal coordinates were established by GPS observations
 GW2698.and adjusted by the National Geodetic Survey in September 1995..
 GW2698
 GW2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2698
 GW2698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2698
 GW2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2698
 GW2698.The ellipsoidal height was determined by GPS observations
 GW2698.and is referenced to NAD 83.
 GW2698
 GW2698.The geoid height was determined by GEOID03.
 GW2698
 GW2698;                    North         East     Units Scale Factor Converg.
 GW2698;SPC VA S     - 1,117,630.553 3,385,254.954   MT  0.99994545   -0 47 11.2
 GW2698;SPC VA S     - 3,666,759.57 11,106,457.29   sFT  0.99994545   -0 47 11.2
 GW2698;UTM  17      - 4,138,397.779   606,603.143   MT  0.99973998   +0 43 52.5
 GW2698
 GW2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2698!SPC VA S     -   0.99994160  x   0.99994545  =   0.99988706
 GW2698!UTM  17      -   0.99994160  x   0.99973998  =   0.99968160
 GW2698
 GW2698                          SUPERSEDED SURVEY CONTROL
 GW2698
 GW2698  ELLIP H (09/08/95)  372.23   (m)                       GP(       ) 4 2
 GW2698  NAD 83(1993)-  37 23 10.36322(N)    079 47 44.86259(W) AD(       ) 1
 GW2698  ELLIP H (11/14/94)  372.22   (m)                       GP(       ) 4 2
 GW2698  NAD 83(1986)-  37 23 10.36216(N)    079 47 44.87554(W) AD(       ) 1
 GW2698  NGVD 29 (07/01/93)  404.8    (m)         1328.     (f) GPS OBS        
 GW2698
 GW2698.Superseded values are not recommended for survey control.
 GW2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2698.See file dsdata.txt to determine how the superseded data were derived.
 GW2698
 GW2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0660338398(NAD 83)
 GW2698_MARKER: DD = SURVEY DISK
 GW2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2698_SP_SET: CONCRETE POST
 GW2698_STAMPING: 127
 GW2698_MARK LOGO: VA-019
 GW2698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2698+STABILITY: SURFACE MOTION
 GW2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2698+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2698
 GW2698  HISTORY     - Date     Condition        Report By
 GW2698  HISTORY     - 1992     MONUMENTED       MSI
 GW2698
 GW2698                          STATION DESCRIPTION
 GW2698
 GW2698'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2698'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.3
 GW2698'MI (2.1 KM) SOUTHWEST OF VILLAMONT IN THE MEDIAN OF U.S. 460.
 GW2698'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460/221 AND S.R.
 GW2698'698, PROCEED SOUTHWEST 1.3 MI (2.1 KM) ALONG U.S. 460/221 TO THE
 GW2698'STATION ON THE LEFT BEFORE THE ENTRANCE TO THE BLUE RIDGE STONE
 GW2698'CORPORATION.
 GW2698'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2698'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2698'STAMPED 127.  THE DISK IS LOCATED 40.0 FT (12.2 M) SOUTHEAST OF THE
 GW2698'CENTERLINE OF U.S. 460 WESTBOUND, 29.5 FT (9.0 M) NORTHWEST OF THE
 GW2698'CENTERLINE OF U.S. 460 EASTBOUND, AND 111.0 FT (33.8 M) NORTHEAST OF
 GW2698'THE NORTH EDGE OF PAVEMENT OF THE NORTH/SOUTH CROSSOVER TO THE BLUE
 GW2698'RIDGE STONE CORPORATION ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2699 ***********************************************************************
 GW2699  DESIGNATION -  BEDFORD 128
 GW2699  PID         -  GW2699
 GW2699  STATE/COUNTY-  VA/BEDFORD
 GW2699  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2699
 GW2699                         *CURRENT SURVEY CONTROL
 GW2699  ___________________________________________________________________
 GW2699* NAD 83(1993)-  37 21 18.30826(N)    079 45 42.67962(W)     ADJUSTED  
 GW2699* NAVD 88     -       615.3    (meters)    2019.     (feet)  VERTCON   
 GW2699  ___________________________________________________________________
 GW2699  X           -     902,322.139 (meters)                     COMP
 GW2699  Y           -  -4,995,810.029 (meters)                     COMP
 GW2699  Z           -   3,849,145.560 (meters)                     COMP
 GW2699  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 GW2699  ELLIP HEIGHT-         582.88  (meters)          (05/17/02) GPS OBS
 GW2699  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2699
 GW2699  HORZ ORDER  -  FIRST
 GW2699  ELLP ORDER  -  FOURTH    CLASS II
 GW2699
 GW2699.The horizontal coordinates were established by GPS observations
 GW2699.and adjusted by the National Geodetic Survey in September 1995..
 GW2699
 GW2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2699
 GW2699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2699
 GW2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2699
 GW2699.The ellipsoidal height was determined by GPS observations
 GW2699.and is referenced to NAD 83.
 GW2699
 GW2699.The geoid height was determined by GEOID03.
 GW2699
 GW2699;                    North         East     Units Scale Factor Converg.
 GW2699;SPC VA S     - 1,114,135.793 3,388,214.025   MT  0.99994542   -0 45 57.1
 GW2699;SPC VA S     - 3,655,293.85 11,116,165.51   sFT  0.99994542   -0 45 57.1
 GW2699;UTM  17      - 4,134,983.292   609,653.108   MT  0.99974811   +0 45 04.8
 GW2699
 GW2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2699!SPC VA S     -   0.99990854  x   0.99994542  =   0.99985396
 GW2699!UTM  17      -   0.99990854  x   0.99974811  =   0.99965667
 GW2699
 GW2699                          SUPERSEDED SURVEY CONTROL
 GW2699
 GW2699  ELLIP H (09/08/95)  582.95   (m)                       GP(       ) 4 2
 GW2699  NAD 83(1993)-  37 21 18.30835(N)    079 45 42.67961(W) AD(       ) 1
 GW2699  ELLIP H (11/14/94)  582.95   (m)                       GP(       ) 4 2
 GW2699  NAD 83(1986)-  37 21 18.31035(N)    079 45 42.69286(W) AD(       ) 1
 GW2699  NGVD 29 (07/01/93)  615.5    (m)         2019.     (f) GPS OBS        
 GW2699
 GW2699.Superseded values are not recommended for survey control.
 GW2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2699.See file dsdata.txt to determine how the superseded data were derived.
 GW2699
 GW2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0965334983(NAD 83)
 GW2699_MARKER: DD = SURVEY DISK
 GW2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2699_SP_SET: CONCRETE POST
 GW2699_STAMPING: 128
 GW2699_MARK LOGO: VA-019
 GW2699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2699+STABILITY: SURFACE MOTION
 GW2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2699+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2699
 GW2699  HISTORY     - Date     Condition        Report By
 GW2699  HISTORY     - 1992     MONUMENTED       MSI
 GW2699
 GW2699                          STATION DESCRIPTION
 GW2699
 GW2699'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2699'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.8
 GW2699'MI (4.5 KM) SOUTH OF VILLAMONT ON THE SOUTH SIDE OF S.R. 774.
 GW2699'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460/221 AND S.R.
 GW2699'607, PROCEED SOUTH 3.6 MI (5.8 KM) ALONG S.R. 607 TO THE INTERSECTION
 GW2699'WITH S.R. 616.  TURN LEFT AND GO SOUTHEAST 1.8 MI (2.9 KM) ALONG S.R.
 GW2699'616 TO THE INTERSECTION WITH S.R. 774.  TURN RIGHT AND GO SOUTHWEST
 GW2699'135 FT (41.1 M) ALONG S.R. 774 TO THE STATION ON THE LEFT IN A GRASSY
 GW2699'AREA.
 GW2699'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2699'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2699'STAMPED 128.  THE DISK IS LOCATED 12.5 FT (3.8 M) SOUTH OF THE
 GW2699'CENTERLINE OF S.R. 774, 149.0 FT (45.4 M) EAST OF POWER POLE 162-93,
 GW2699'AND 152.0 FT (46.3 M) WEST OF POWER POLE 162-94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2700 ***********************************************************************
 GW2700  DESIGNATION -  BEDFORD 129
 GW2700  PID         -  GW2700
 GW2700  STATE/COUNTY-  VA/BEDFORD
 GW2700  USGS QUAD   -  IRVING (1985)
 GW2700
 GW2700                         *CURRENT SURVEY CONTROL
 GW2700  ___________________________________________________________________
 GW2700* NAD 83(1993)-  37 22 13.36095(N)    079 41 53.41228(W)     ADJUSTED  
 GW2700* NAVD 88     -       276.3    (meters)     906.     (feet)  VERTCON   
 GW2700  ___________________________________________________________________
 GW2700  X           -     907,642.128 (meters)                     COMP
 GW2700  Y           -  -4,993,525.454 (meters)                     COMP
 GW2700  Z           -   3,850,288.884 (meters)                     COMP
 GW2700  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GW2700  ELLIP HEIGHT-         243.87  (meters)          (05/17/02) GPS OBS
 GW2700  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2700
 GW2700  HORZ ORDER  -  FIRST
 GW2700  ELLP ORDER  -  FOURTH    CLASS II
 GW2700
 GW2700.The horizontal coordinates were established by GPS observations
 GW2700.and adjusted by the National Geodetic Survey in September 1995..
 GW2700
 GW2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2700
 GW2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2700
 GW2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2700
 GW2700.The ellipsoidal height was determined by GPS observations
 GW2700.and is referenced to NAD 83.
 GW2700
 GW2700.The geoid height was determined by GEOID03.
 GW2700
 GW2700;                    North         East     Units Scale Factor Converg.
 GW2700;SPC VA S     - 1,115,759.275 3,393,877.050   MT  0.99994540   -0 43 37.9
 GW2700;SPC VA S     - 3,660,620.22 11,134,744.95   sFT  0.99994540   -0 43 37.9
 GW2700;UTM  17      - 4,136,755.819   615,270.094   MT  0.99976367   +0 47 24.9
 GW2700
 GW2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2700!SPC VA S     -   0.99996173  x   0.99994540  =   0.99990713
 GW2700!UTM  17      -   0.99996173  x   0.99976367  =   0.99972541
 GW2700
 GW2700                          SUPERSEDED SURVEY CONTROL
 GW2700
 GW2700  ELLIP H (09/08/95)  243.94   (m)                       GP(       ) 4 2
 GW2700  NAD 83(1993)-  37 22 13.36100(N)    079 41 53.41234(W) AD(       ) 1
 GW2700  ELLIP H (11/14/94)  243.94   (m)                       GP(       ) 4 2
 GW2700  NAD 83(1986)-  37 22 13.36481(N)    079 41 53.42461(W) AD(       ) 1
 GW2700  NGVD 29 (07/01/93)  276.5    (m)          907.     (f) GPS OBS        
 GW2700
 GW2700.Superseded values are not recommended for survey control.
 GW2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2700.See file dsdata.txt to determine how the superseded data were derived.
 GW2700
 GW2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1527036756(NAD 83)
 GW2700_MARKER: DD = SURVEY DISK
 GW2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2700_SP_SET: CONCRETE POST
 GW2700_STAMPING: 129
 GW2700_MARK LOGO: VA-019
 GW2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2700+STABILITY: SURFACE MOTION
 GW2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2700+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2700
 GW2700  HISTORY     - Date     Condition        Report By
 GW2700  HISTORY     - 1992     MONUMENTED       MSI
 GW2700
 GW2700                          STATION DESCRIPTION
 GW2700
 GW2700'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2700'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2700'MI (3.2 KM) SOUTHEAST OF THE TOWN OF MONTVALE.
 GW2700'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460/221 AND S.R.
 GW2700'617, PROCEED SOUTHEAST 2.2 MI (3.5 KM) ALONG U.S. 460/ 221 TO THE
 GW2700'STATION ON THE RIGHT, JUST SOUTHEAST OF THE GOOSE CREEK BRIDGE.
 GW2700'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2700'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2700'STAMPED 129.  THE DISK IS LOCATED 38.5 FT (11.7 M) SOUTHWEST OF THE
 GW2700'CENTERLINE OF THE EASTBOUND LANES OF U.S. 460/ 221, 43.0 FT (13.1 M)
 GW2700'EAST OF POWER POLE NUMBER 164-10, AND 178.5 FT (54.4 M) SOUTHEAST OF
 GW2700'THE SOUTHEASTERNMOST ABUTMENT OF THE GOOSE CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2701 ***********************************************************************
 GW2701  DESIGNATION -  BEDFORD 130
 GW2701  PID         -  GW2701
 GW2701  STATE/COUNTY-  VA/BEDFORD
 GW2701  USGS QUAD   -  IRVING (1985)
 GW2701
 GW2701                         *CURRENT SURVEY CONTROL
 GW2701  ___________________________________________________________________
 GW2701* NAD 83(1993)-  37 19 47.68784(N)    079 40 44.70908(W)     ADJUSTED  
 GW2701* NAVD 88     -       275.0    (meters)     902.     (feet)  VERTCON   
 GW2701  ___________________________________________________________________
 GW2701  X           -     909,793.321 (meters)                     COMP
 GW2701  Y           -  -4,995,902.518 (meters)                     COMP
 GW2701  Z           -   3,846,717.966 (meters)                     COMP
 GW2701  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 GW2701  ELLIP HEIGHT-         242.66  (meters)          (05/17/02) GPS OBS
 GW2701  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2701
 GW2701  HORZ ORDER  -  FIRST
 GW2701  ELLP ORDER  -  FOURTH    CLASS II
 GW2701
 GW2701.The horizontal coordinates were established by GPS observations
 GW2701.and adjusted by the National Geodetic Survey in September 1995..
 GW2701
 GW2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2701
 GW2701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2701
 GW2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2701
 GW2701.The ellipsoidal height was determined by GPS observations
 GW2701.and is referenced to NAD 83.
 GW2701
 GW2701.The geoid height was determined by GEOID03.
 GW2701
 GW2701;                    North         East     Units Scale Factor Converg.
 GW2701;SPC VA S     - 1,111,247.638 3,395,511.181   MT  0.99994562   -0 42 56.2
 GW2701;SPC VA S     - 3,645,818.29 11,140,106.27   sFT  0.99994562   -0 42 56.2
 GW2701;UTM  17      - 4,132,289.829   617,022.783   MT  0.99976869   +0 48 04.0
 GW2701
 GW2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2701!SPC VA S     -   0.99996192  x   0.99994562  =   0.99990754
 GW2701!UTM  17      -   0.99996192  x   0.99976869  =   0.99973062
 GW2701
 GW2701                          SUPERSEDED SURVEY CONTROL
 GW2701
 GW2701  ELLIP H (09/08/95)  242.73   (m)                       GP(       ) 4 2
 GW2701  NAD 83(1993)-  37 19 47.68786(N)    079 40 44.70914(W) AD(       ) 1
 GW2701  ELLIP H (11/14/94)  242.73   (m)                       GP(       ) 4 2
 GW2701  NAD 83(1986)-  37 19 47.69225(N)    079 40 44.72149(W) AD(       ) 1
 GW2701  NGVD 29 (07/01/93)  275.2    (m)          903.     (f) GPS OBS        
 GW2701
 GW2701.Superseded values are not recommended for survey control.
 GW2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2701.See file dsdata.txt to determine how the superseded data were derived.
 GW2701
 GW2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1702332290(NAD 83)
 GW2701_MARKER: DD = SURVEY DISK
 GW2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2701_SP_SET: CONCRETE POST
 GW2701_STAMPING: 130
 GW2701_MARK LOGO: VA-019
 GW2701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2701+STABILITY: SURFACE MOTION
 GW2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2701+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2701
 GW2701  HISTORY     - Date     Condition        Report By
 GW2701  HISTORY     - 1992     MONUMENTED       MSI
 GW2701
 GW2701                          STATION DESCRIPTION
 GW2701
 GW2701'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2701'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2701'MI (3.1 KM) SOUTH OF IRVING ON THE EAST SIDE OF S.R. 619.
 GW2701'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460/221 AND S.R.
 GW2701'726, PROCEED SOUTH 3.7 MI (6.0 KM) ALONG S.R. 726 TO THE INTERSECTION
 GW2701'WITH S.R. 619.  TURN LEFT AND GO EAST 1.6 MI (2.6 KM) ALONG S.R. 619
 GW2701'TO THE STATION ON THE RIGHT BEYOND A POWER POLE.
 GW2701'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2701'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2701'STAMPED 130.  THE DISK IS LOCATED 3.2 FT (1.0 M) WEST OF A WITNESS
 GW2701'POST, 5.2 FT (1.6 M) WEST OF THE WIRE AND POST FENCELINE, 15.5 FT
 GW2701'(4.7 M) EAST OF THE CENTERLINE OF S.R. 619, AND 68.6 FT (20.9 M)
 GW2701'NORTHEAST OF POWER POLE 212-171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2702 ***********************************************************************
 GW2702  DESIGNATION -  BEDFORD 131
 GW2702  PID         -  GW2702
 GW2702  STATE/COUNTY-  VA/BEDFORD
 GW2702  USGS QUAD   -  GOODE (1985)
 GW2702
 GW2702                         *CURRENT SURVEY CONTROL
 GW2702  ___________________________________________________________________
 GW2702* NAD 83(1993)-  37 21 42.41497(N)    079 23 35.46391(W)     ADJUSTED  
 GW2702* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 GW2702  ___________________________________________________________________
 GW2702  X           -     934,313.849 (meters)                     COMP
 GW2702  Y           -  -4,989,179.504 (meters)                     COMP
 GW2702  Z           -   3,849,520.527 (meters)                     COMP
 GW2702  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 GW2702  ELLIP HEIGHT-         227.25  (meters)          (05/17/02) GPS OBS
 GW2702  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW2702
 GW2702  HORZ ORDER  -  FIRST
 GW2702  ELLP ORDER  -  FOURTH    CLASS II
 GW2702
 GW2702.The horizontal coordinates were established by GPS observations
 GW2702.and adjusted by the National Geodetic Survey in September 1995..
 GW2702
 GW2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2702
 GW2702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2702
 GW2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2702
 GW2702.The ellipsoidal height was determined by GPS observations
 GW2702.and is referenced to NAD 83.
 GW2702
 GW2702.The geoid height was determined by GEOID03.
 GW2702
 GW2702;                    North         East     Units Scale Factor Converg.
 GW2702;SPC VA S     - 1,114,506.120 3,420,879.922   MT  0.99994541   -0 32 31.5
 GW2702;SPC VA S     - 3,656,508.83 11,223,336.88   sFT  0.99994541   -0 32 31.5
 GW2702;UTM  17      - 4,136,218.233   642,292.886   MT  0.99984941   +0 58 30.9
 GW2702
 GW2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2702!SPC VA S     -   0.99996434  x   0.99994541  =   0.99990975
 GW2702!UTM  17      -   0.99996434  x   0.99984941  =   0.99981376
 GW2702
 GW2702                          SUPERSEDED SURVEY CONTROL
 GW2702
 GW2702  ELLIP H (09/08/95)  227.32   (m)                       GP(       ) 4 2
 GW2702  NAD 83(1993)-  37 21 42.41499(N)    079 23 35.46395(W) AD(       ) 1
 GW2702  ELLIP H (11/14/94)  227.31   (m)                       GP(       ) 4 2
 GW2702  NAD 83(1986)-  37 21 42.42116(N)    079 23 35.47634(W) AD(       ) 1
 GW2702  NGVD 29 (07/01/93)  259.6    (m)          852.     (f) GPS OBS        
 GW2702
 GW2702.Superseded values are not recommended for survey control.
 GW2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2702.See file dsdata.txt to determine how the superseded data were derived.
 GW2702
 GW2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4229336218(NAD 83)
 GW2702_MARKER: DD = SURVEY DISK
 GW2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2702_SP_SET: CONCRETE POST
 GW2702_STAMPING: 131
 GW2702_MARK LOGO: VA-019
 GW2702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2702+STABILITY: SURFACE MOTION
 GW2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2702+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 GW2702
 GW2702  HISTORY     - Date     Condition        Report By
 GW2702  HISTORY     - 1992     MONUMENTED       MSI
 GW2702  HISTORY     - 20060430 GOOD             USPSQD
 GW2702
 GW2702                          STATION DESCRIPTION
 GW2702
 GW2702'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2702'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 0.2
 GW2702'MI (0.3 KM) NORTH OF THE TOWN OF GOODE ON THE WEST SIDE OF S.R. 668.
 GW2702'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 762 AND S.R. 668,
 GW2702'PROCEED NORTH 0.2 MI (0.3 KM) ALONG S.R. 668 TO THE STATION ON THE
 GW2702'LEFT NEAR THE FENCE CORNER POST.
 GW2702'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2702'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2702'STAMPED 131.  THE DISK IS LOCATED 1.3 FT (0.4 M) EAST OF A WITNESS
 GW2702'POST, 17.0 FT (5.2 M) WEST OF THE CENTERLINE OF S.R. 668, 22.0 FT
 GW2702'(6.7 M) NORTH OF A FENCE CORNER POST, AND 103.0 FT (31.4 M) SOUTHWEST
 GW2702'OF THE POWER POLE ON THE EAST SIDE OF S.R. 668.
 GW2702
 GW2702                          STATION RECOVERY (2006)
 GW2702
 GW2702'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2703 ***********************************************************************
 GW2703  DESIGNATION -  BEDFORD 132
 GW2703  PID         -  GW2703
 GW2703  STATE/COUNTY-  VA/BOTETOURT
 GW2703  USGS QUAD   -  STEWARTSVILLE (1984)
 GW2703
 GW2703                         *CURRENT SURVEY CONTROL
 GW2703  ___________________________________________________________________
 GW2703* NAD 83(1993)-  37 19 25.52142(N)    079 51 19.57883(W)     ADJUSTED  
 GW2703* NAVD 88     -       341.0    (meters)    1119.     (feet)  VERTCON   
 GW2703  ___________________________________________________________________
 GW2703  X           -     894,494.187 (meters)                     COMP
 GW2703  Y           -  -4,999,138.623 (meters)                     COMP
 GW2703  Z           -   3,846,214.497 (meters)                     COMP
 GW2703  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GW2703  ELLIP HEIGHT-         308.56  (meters)          (05/17/02) GPS OBS
 GW2703  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2703
 GW2703  HORZ ORDER  -  FIRST
 GW2703  ELLP ORDER  -  FOURTH    CLASS II
 GW2703
 GW2703.The horizontal coordinates were established by GPS observations
 GW2703.and adjusted by the National Geodetic Survey in September 1995..
 GW2703
 GW2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2703
 GW2703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2703
 GW2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2703
 GW2703.The ellipsoidal height was determined by GPS observations
 GW2703.and is referenced to NAD 83.
 GW2703
 GW2703.The geoid height was determined by GEOID03.
 GW2703
 GW2703;                    North         East     Units Scale Factor Converg.
 GW2703;SPC VA S     - 1,110,774.171 3,379,874.261   MT  0.99994569   -0 49 21.5
 GW2703;SPC VA S     - 3,644,264.93 11,088,804.14   sFT  0.99994569   -0 49 21.5
 GW2703;UTM  17      - 4,131,402.822   601,406.974   MT  0.99972667   +0 41 38.5
 GW2703
 GW2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2703!SPC VA S     -   0.99995158  x   0.99994569  =   0.99989727
 GW2703!UTM  17      -   0.99995158  x   0.99972667  =   0.99967826
 GW2703
 GW2703                          SUPERSEDED SURVEY CONTROL
 GW2703
 GW2703  ELLIP H (09/08/95)  308.64   (m)                       GP(       ) 4 2
 GW2703  NAD 83(1993)-  37 19 25.52169(N)    079 51 19.57877(W) AD(       ) 1
 GW2703  ELLIP H (11/14/94)  308.63   (m)                       GP(       ) 4 2
 GW2703  NAD 83(1986)-  37 19 25.52416(N)    079 51 19.59325(W) AD(       ) 1
 GW2703  NGVD 29 (07/01/93)  341.2    (m)         1119.     (f) GPS OBS        
 GW2703
 GW2703.Superseded values are not recommended for survey control.
 GW2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2703.See file dsdata.txt to determine how the superseded data were derived.
 GW2703
 GW2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0140731403(NAD 83)
 GW2703_MARKER: DD = SURVEY DISK
 GW2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2703_SP_SET: CONCRETE POST
 GW2703_STAMPING: 132
 GW2703_MARK LOGO: VA-019
 GW2703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2703+STABILITY: SURFACE MOTION
 GW2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2703+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2703
 GW2703  HISTORY     - Date     Condition        Report By
 GW2703  HISTORY     - 1992     MONUMENTED       MSI
 GW2703
 GW2703                          STATION DESCRIPTION
 GW2703
 GW2703'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2703'THE STATION IS LOCATED IN BOTETOURT COUNTY, VIRGINIA, APPROXIMATELY
 GW2703'0.7 MI (1.1 KM) EAST OF BONSACK ON THE SOUTH SIDE OF S.R. 636 (GLADE
 GW2703'CREEK ROAD).
 GW2703'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 620,
 GW2703'PROCEED SOUTH 0.2 MI (0.3 KM) ALONG S.R. 620 TO THE INTERSECTION WITH
 GW2703'S.R. 636 (GLADE CREEK ROAD).  TURN LEFT AND HEAD EAST 0.8 MI
 GW2703'(1.3 KM) ALONG S.R. 636 TO THE STATION ON THE RIGHT AT THE SOUTHEAST
 GW2703'CORNER OF THE INTERSECTION WITH S.R. 1095 (HILL DRIVE).
 GW2703'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2703'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2703'STAMPED 132.  THE DISK IS LOCATED 16.5 FT (5.0 M) SOUTH OF THE
 GW2703'CENTERLINE OF S.R. 636 (GLADE CREEK ROAD), 30.5 FT (9.3 M) SOUTH OF
 GW2703'TELEPHONE POLE NO. 17, AND 12.5 FT (3.8 M) NORTHWEST OF THE FENCE
 GW2703'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2704 ***********************************************************************
 GW2704  DESIGNATION -  BEDFORD 133
 GW2704  PID         -  GW2704
 GW2704  STATE/COUNTY-  VA/BEDFORD
 GW2704  USGS QUAD   -  IRVING (1985)
 GW2704
 GW2704                         *CURRENT SURVEY CONTROL
 GW2704  ___________________________________________________________________
 GW2704* NAD 83(1993)-  37 17 40.13820(N)    079 39 56.34341(W)     ADJUSTED  
 GW2704* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 GW2704  ___________________________________________________________________
 GW2704  X           -     911,395.704 (meters)                     COMP
 GW2704  Y           -  -4,998,052.371 (meters)                     COMP
 GW2704  Z           -   3,843,604.617 (meters)                     COMP
 GW2704  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 GW2704  ELLIP HEIGHT-         266.13  (meters)          (05/17/02) GPS OBS
 GW2704  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2704
 GW2704  HORZ ORDER  -  FIRST
 GW2704  ELLP ORDER  -  FOURTH    CLASS II
 GW2704
 GW2704.The horizontal coordinates were established by GPS observations
 GW2704.and adjusted by the National Geodetic Survey in September 1995..
 GW2704
 GW2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2704
 GW2704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2704
 GW2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2704
 GW2704.The ellipsoidal height was determined by GPS observations
 GW2704.and is referenced to NAD 83.
 GW2704
 GW2704.The geoid height was determined by GEOID03.
 GW2704
 GW2704;                    North         East     Units Scale Factor Converg.
 GW2704;SPC VA S     - 1,107,301.169 3,396,653.152   MT  0.99994621   -0 42 26.9
 GW2704;SPC VA S     - 3,632,870.59 11,143,852.88   sFT  0.99994621   -0 42 26.9
 GW2704;UTM  17      - 4,128,375.649   618,268.570   MT  0.99977230   +0 48 30.9
 GW2704
 GW2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2704!SPC VA S     -   0.99995824  x   0.99994621  =   0.99990445
 GW2704!UTM  17      -   0.99995824  x   0.99977230  =   0.99973055
 GW2704
 GW2704                          SUPERSEDED SURVEY CONTROL
 GW2704
 GW2704  NAD 83(1993)-  37 17 40.13820(N)    079 39 56.34350(W) AD(       ) 1
 GW2704  ELLIP H (11/14/94)  266.20   (m)                       GP(       ) 4 2
 GW2704  NAD 83(1986)-  37 17 40.14380(N)    079 39 56.35585(W) AD(       ) 1
 GW2704  NGVD 29 (07/01/93)  298.7    (m)          980.     (f) GPS OBS        
 GW2704
 GW2704.Superseded values are not recommended for survey control.
 GW2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2704.See file dsdata.txt to determine how the superseded data were derived.
 GW2704
 GW2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1826928376(NAD 83)
 GW2704_MARKER: DD = SURVEY DISK
 GW2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2704_SP_SET: CONCRETE POST
 GW2704_STAMPING: 133
 GW2704_MARK LOGO: VA-019
 GW2704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2704+STABILITY: SURFACE MOTION
 GW2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2704+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2704
 GW2704  HISTORY     - Date     Condition        Report By
 GW2704  HISTORY     - 1992     MONUMENTED       MSI
 GW2704
 GW2704                          STATION DESCRIPTION
 GW2704
 GW2704'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2704'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.6
 GW2704'MI (5.8 KM) NORTH OF CHAMBLISSBURG NORTH SIDE OF S.R. 753.
 GW2704'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 746,
 GW2704'PROCEED NORTHEAST 1.2 MI (1.9 KM) ALONG S.R. 746 TO THE INTERSECTION
 GW2704'WITH S.R. 754.  TURN LEFT AND HEAD NORTH 3.0 MI (4.8 KM) ALONG S.R.
 GW2704'754 TO THE INTERSECTION WITH S.R. 753.  TURN RIGHT AND GO EAST 0.5 MI
 GW2704'(0.8 KM) ALONG S.R. 753 TO THE STATION ON THE LEFT NEAR AN ABANDONED
 GW2704'QUARRY.
 GW2704'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2704'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2704'STAMPED 133.  THE DISK IS LOCATED 2.0 FT (0.6 M) SOUTHWEST OF A
 GW2704'WITNESS POST, 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF S.R. 753,
 GW2704'31.5 FT (9.6 M) NORTH OF THE FENCELINE ON THE SOUTH SIDE OF S.R. 753,
 GW2704'AND 74.6 FT (22.7 M) EAST OF THE EASTERN END POLE OF THE FENCE LINE
 GW2704'ON THE NORTH SIDE OF S.R. 753.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2705 ***********************************************************************
 GW2705  DESIGNATION -  BEDFORD 134
 GW2705  PID         -  GW2705
 GW2705  STATE/COUNTY-  VA/BEDFORD
 GW2705  USGS QUAD   -  IRVING (1985)
 GW2705
 GW2705                         *CURRENT SURVEY CONTROL
 GW2705  ___________________________________________________________________
 GW2705* NAD 83(1993)-  37 15 56.23754(N)    079 37 46.60805(W)     ADJUSTED  
 GW2705* NAVD 88     -       288.4    (meters)     946.     (feet)  VERTCON   
 GW2705  ___________________________________________________________________
 GW2705  X           -     914,887.012 (meters)                     COMP
 GW2705  Y           -  -4,999,378.895 (meters)                     COMP
 GW2705  Z           -   3,841,049.820 (meters)                     COMP
 GW2705  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 GW2705  ELLIP HEIGHT-         256.18  (meters)          (05/17/02) GPS OBS
 GW2705  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW2705
 GW2705  HORZ ORDER  -  FIRST
 GW2705  ELLP ORDER  -  FOURTH    CLASS II
 GW2705
 GW2705.The horizontal coordinates were established by GPS observations
 GW2705.and adjusted by the National Geodetic Survey in September 1995..
 GW2705
 GW2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2705
 GW2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2705
 GW2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2705
 GW2705.The ellipsoidal height was determined by GPS observations
 GW2705.and is referenced to NAD 83.
 GW2705
 GW2705.The geoid height was determined by GEOID03.
 GW2705
 GW2705;                    North         East     Units Scale Factor Converg.
 GW2705;SPC VA S     - 1,104,059.618 3,399,809.773   MT  0.99994697   -0 41 08.1
 GW2705;SPC VA S     - 3,622,235.60 11,154,209.23   sFT  0.99994697   -0 41 08.1
 GW2705;UTM  17      - 4,125,219.266   621,509.283   MT  0.99978187   +0 49 47.6
 GW2705
 GW2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2705!SPC VA S     -   0.99995980  x   0.99994697  =   0.99990677
 GW2705!UTM  17      -   0.99995980  x   0.99978187  =   0.99974168
 GW2705
 GW2705                          SUPERSEDED SURVEY CONTROL
 GW2705
 GW2705  ELLIP H (09/08/95)  256.25   (m)                       GP(       ) 4 2
 GW2705  NAD 83(1993)-  37 15 56.23754(N)    079 37 46.60819(W) AD(       ) 1
 GW2705  ELLIP H (11/14/94)  256.25   (m)                       GP(       ) 4 2
 GW2705  NAD 83(1986)-  37 15 56.24360(N)    079 37 46.62092(W) AD(       ) 1
 GW2705  NGVD 29 (07/01/93)  288.7    (m)          947.     (f) GPS OBS        
 GW2705
 GW2705.Superseded values are not recommended for survey control.
 GW2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2705.See file dsdata.txt to determine how the superseded data were derived.
 GW2705
 GW2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2150925219(NAD 83)
 GW2705_MARKER: DD = SURVEY DISK
 GW2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2705_SP_SET: CONCRETE POST
 GW2705_STAMPING: 134
 GW2705_MARK LOGO: VA-019
 GW2705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2705+STABILITY: SURFACE MOTION
 GW2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2705+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2705
 GW2705  HISTORY     - Date     Condition        Report By
 GW2705  HISTORY     - 1992     MONUMENTED       MSI
 GW2705
 GW2705                          STATION DESCRIPTION
 GW2705
 GW2705'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2705'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 4.0
 GW2705'MI (6.4 KM) EAST OF CHAMBLISSBURG ON THE SOUTH SIDE OF S.R. 746.
 GW2705'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 746,
 GW2705'PROCEED NORTHEAST 4.4 MI (7.1 KM) ALONG S.R. 746 TO THE STATION ON
 GW2705'THE RIGHT BEYOND A SMALL CEMETERY.
 GW2705'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2705'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2705'STAMPED 134.  THE DISK IS LOCATED 7.0 FT (2.1 M) SOUTH OF THE
 GW2705'SOUTHERN EDGE OF PAVEMENT OF S.R. 746, 54.4 FT (16.6 M) SOUTHEAST OF
 GW2705'THE SOUTHEASTERN END OF THE CEMETARY FENCE, AND 36.0 FT (11.0 M)
 GW2705'SOUTHWEST OF A P.K. NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2706 ***********************************************************************
 GW2706  DESIGNATION -  BEDFORD 135
 GW2706  PID         -  GW2706
 GW2706  STATE/COUNTY-  VA/BEDFORD
 GW2706  USGS QUAD   -  MONETA (1982)
 GW2706
 GW2706                         *CURRENT SURVEY CONTROL
 GW2706  ___________________________________________________________________
 GW2706* NAD 83(1993)-  37 14 56.36194(N)    079 35 32.85013(W)     ADJUSTED  
 GW2706* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 GW2706  ___________________________________________________________________
 GW2706  X           -     918,327.423 (meters)                     COMP
 GW2706  Y           -  -4,999,865.971 (meters)                     COMP
 GW2706  Z           -   3,839,566.876 (meters)                     COMP
 GW2706  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 GW2706  ELLIP HEIGHT-         233.53  (meters)          (05/17/02) GPS OBS
 GW2706  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2706
 GW2706  HORZ ORDER  -  FIRST
 GW2706  ELLP ORDER  -  FOURTH    CLASS II
 GW2706
 GW2706.The horizontal coordinates were established by GPS observations
 GW2706.and adjusted by the National Geodetic Survey in September 1995..
 GW2706
 GW2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2706
 GW2706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2706
 GW2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2706
 GW2706.The ellipsoidal height was determined by GPS observations
 GW2706.and is referenced to NAD 83.
 GW2706
 GW2706.The geoid height was determined by GEOID03.
 GW2706
 GW2706;                    North         East     Units Scale Factor Converg.
 GW2706;SPC VA S     - 1,102,175.182 3,403,083.698   MT  0.99994753   -0 39 46.9
 GW2706;SPC VA S     - 3,616,053.08 11,164,950.43   sFT  0.99994753   -0 39 46.9
 GW2706;UTM  17      - 4,123,422.352   624,831.362   MT  0.99979196   +0 51 07.4
 GW2706
 GW2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2706!SPC VA S     -   0.99996335  x   0.99994753  =   0.99991089
 GW2706!UTM  17      -   0.99996335  x   0.99979196  =   0.99975532
 GW2706
 GW2706                          SUPERSEDED SURVEY CONTROL
 GW2706
 GW2706  ELLIP H (09/08/95)  233.60   (m)                       GP(       ) 4 2
 GW2706  NAD 83(1993)-  37 14 56.36196(N)    079 35 32.85043(W) AD(       ) 1
 GW2706  NAD 83(1986)-  37 14 56.36812(N)    079 35 32.86321(W) AD(       ) 1
 GW2706  NGVD 29 (07/01/93)  265.9    (m)          872.     (f) GPS OBS        
 GW2706
 GW2706.Superseded values are not recommended for survey control.
 GW2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2706.See file dsdata.txt to determine how the superseded data were derived.
 GW2706
 GW2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2483123422(NAD 83)
 GW2706_MARKER: DD = SURVEY DISK
 GW2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2706_SP_SET: CONCRETE POST
 GW2706_STAMPING: 135
 GW2706_MARK LOGO: VA-019
 GW2706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2706+STABILITY: SURFACE MOTION
 GW2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2706+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2706
 GW2706  HISTORY     - Date     Condition        Report By
 GW2706  HISTORY     - 1992     MONUMENTED       MSI
 GW2706
 GW2706                          STATION DESCRIPTION
 GW2706
 GW2706'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2706'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.4
 GW2706'MI (5.5 KM) WEST OF BODY CAMP ON THE WEST SIDE OF S.R. 807.
 GW2706'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 735,
 GW2706'PROCEED WEST 3.2 MI (5.1 KM) ALONG S.R. 24 TO THE INTERSECTION WITH
 GW2706'S.R. 807.  TURN RIGHT AND GO NORTH 0.9 MI (1.4 KM) ALONG S.R. 807 TO
 GW2706'THE STATION ON THE LEFT AT THE EDGE OF THE WOODS.
 GW2706'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2706'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2706'STAMPED 135.  THE DISK IS LOCATED 6.6 FT (2.0 M) EAST OF A WITNESS
 GW2706'POST, 13.3 FT (4.1 M) WEST OF THE APPROXIMATE CENTERLINE OF S.R. 807,
 GW2706'50 FT (15.2 M) SOUTHEAST OF 40 INCH DIAMETER TRIPLE STEM HARDWOOD
 GW2706'TREE, AND 45.8 FT (14.0 M) SOUTHWEST OF A WOODEN WIRE FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2707 ***********************************************************************
 GW2707  DESIGNATION -  BEDFORD 136
 GW2707  PID         -  GW2707
 GW2707  STATE/COUNTY-  VA/BEDFORD
 GW2707  USGS QUAD   -  MONETA (1982)
 GW2707
 GW2707                         *CURRENT SURVEY CONTROL
 GW2707  ___________________________________________________________________
 GW2707* NAD 83(1993)-  37 13 32.64582(N)    079 33 29.39671(W)     ADJUSTED  
 GW2707* NAVD 88     -       277.5    (meters)     910.     (feet)  VERTCON   
 GW2707  ___________________________________________________________________
 GW2707  X           -     921,604.535 (meters)                     COMP
 GW2707  Y           -  -5,000,860.627 (meters)                     COMP
 GW2707  Z           -   3,837,519.284 (meters)                     COMP
 GW2707  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 GW2707  ELLIP HEIGHT-         245.39  (meters)          (05/17/02) GPS OBS
 GW2707  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW2707
 GW2707  HORZ ORDER  -  FIRST
 GW2707  ELLP ORDER  -  FOURTH    CLASS II
 GW2707
 GW2707.The horizontal coordinates were established by GPS observations
 GW2707.and adjusted by the National Geodetic Survey in September 1995..
 GW2707
 GW2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2707
 GW2707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2707
 GW2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2707
 GW2707.The ellipsoidal height was determined by GPS observations
 GW2707.and is referenced to NAD 83.
 GW2707
 GW2707.The geoid height was determined by GEOID03.
 GW2707
 GW2707;                    North         East     Units Scale Factor Converg.
 GW2707;SPC VA S     - 1,099,559.995 3,406,096.876   MT  0.99994845   -0 38 32.0
 GW2707;SPC VA S     - 3,607,473.08 11,174,836.17   sFT  0.99994845   -0 38 32.0
 GW2707;UTM  17      - 4,120,888.119   627,912.156   MT  0.99980155   +0 52 20.5
 GW2707
 GW2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2707!SPC VA S     -   0.99996149  x   0.99994845  =   0.99990994
 GW2707!UTM  17      -   0.99996149  x   0.99980155  =   0.99976305
 GW2707
 GW2707                          SUPERSEDED SURVEY CONTROL
 GW2707
 GW2707  ELLIP H (09/08/95)  245.46   (m)                       GP(       ) 4 2
 GW2707  NAD 83(1993)-  37 13 32.64588(N)    079 33 29.39668(W) AD(       ) 1
 GW2707  NAD 83(1986)-  37 13 32.65192(N)    079 33 29.40969(W) AD(       ) 1
 GW2707  NGVD 29 (07/01/93)  277.7    (m)          911.     (f) GPS OBS        
 GW2707
 GW2707.Superseded values are not recommended for survey control.
 GW2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2707.See file dsdata.txt to determine how the superseded data were derived.
 GW2707
 GW2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2791220888(NAD 83)
 GW2707_MARKER: DD = SURVEY DISK
 GW2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2707_SP_SET: CONCRETE POST
 GW2707_STAMPING: 136
 GW2707_MARK LOGO: VA-019
 GW2707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2707+STABILITY: SURFACE MOTION
 GW2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2707+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2707
 GW2707  HISTORY     - Date     Condition        Report By
 GW2707  HISTORY     - 1992     MONUMENTED       MSI
 GW2707
 GW2707                          STATION DESCRIPTION
 GW2707
 GW2707'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2707'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.2
 GW2707'MI (1.9 KM) WEST OF BODY CAMP ON THE NORTH SIDE OF S.R. 24.
 GW2707'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 735,
 GW2707'PROCEED WEST 1.3 MI (2.1 KM) ALONG S.R. 24 TO THE STATION ON THE LEFT
 GW2707'AT THE SOUTH WEST OF THE INTERSECTION WITH S.R. 122.
 GW2707'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2707'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2707'STAMPED 136.  THE DISK IS LOCATED 1.2 FT (0.4 M) SOUTHEAST OF A
 GW2707'WITNESS POST, 42.0 FT (12.8 M) NORTH OF THE BACK OF THE SOUTHEASTERN
 GW2707'END OF THE CURB OF THE NORTHWESTERN SIDE OF S.R. 122, 30.9 FT
 GW2707'(9.4 M) NORTHWEST FROM THE NORTHWESTERN EDGE OF PAVEMENT OF S.R. 122,
 GW2707'AND 89.6 FT (27.3 M) SOUTHWEST OF THE SOUTHWESTERN MOST POINT OF THE
 GW2707'WESTERNMOST TRIANGULAR ISLAND IN S.R. 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2708 ***********************************************************************
 GW2708  DESIGNATION -  BEDFORD 137
 GW2708  PID         -  GW2708
 GW2708  STATE/COUNTY-  VA/BEDFORD
 GW2708  USGS QUAD   -  MONETA (1982)
 GW2708
 GW2708                         *CURRENT SURVEY CONTROL
 GW2708  ___________________________________________________________________
 GW2708* NAD 83(1993)-  37 13 21.97072(N)    079 30 49.32014(W)     ADJUSTED  
 GW2708* NAVD 88     -       299.3    (meters)     982.     (feet)  VERTCON   
 GW2708  ___________________________________________________________________
 GW2708  X           -     925,524.696 (meters)                     COMP
 GW2708  Y           -  -5,000,356.785 (meters)                     COMP
 GW2708  Z           -   3,837,270.460 (meters)                     COMP
 GW2708  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GW2708  ELLIP HEIGHT-         267.27  (meters)          (05/17/02) GPS OBS
 GW2708  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2708
 GW2708  HORZ ORDER  -  FIRST
 GW2708  ELLP ORDER  -  FOURTH    CLASS II
 GW2708
 GW2708.The horizontal coordinates were established by GPS observations
 GW2708.and adjusted by the National Geodetic Survey in September 1995..
 GW2708
 GW2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2708
 GW2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2708
 GW2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2708
 GW2708.The ellipsoidal height was determined by GPS observations
 GW2708.and is referenced to NAD 83.
 GW2708
 GW2708.The geoid height was determined by GEOID03.
 GW2708
 GW2708;                    North         East     Units Scale Factor Converg.
 GW2708;SPC VA S     - 1,099,187.635 3,410,039.137   MT  0.99994858   -0 36 54.9
 GW2708;SPC VA S     - 3,606,251.43 11,187,770.07   sFT  0.99994858   -0 36 54.9
 GW2708;UTM  17      - 4,120,620.122   631,862.326   MT  0.99981419   +0 53 57.2
 GW2708
 GW2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2708!SPC VA S     -   0.99995806  x   0.99994858  =   0.99990664
 GW2708!UTM  17      -   0.99995806  x   0.99981419  =   0.99977226
 GW2708
 GW2708                          SUPERSEDED SURVEY CONTROL
 GW2708
 GW2708  ELLIP H (09/08/95)  267.33   (m)                       GP(       ) 4 2
 GW2708  NAD 83(1993)-  37 13 21.97070(N)    079 30 49.32040(W) AD(       ) 1
 GW2708  NAD 83(1986)-  37 13 21.97685(N)    079 30 49.33307(W) AD(       ) 1
 GW2708  NGVD 29 (07/01/93)  299.5    (m)          983.     (f) GPS OBS        
 GW2708
 GW2708.Superseded values are not recommended for survey control.
 GW2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2708.See file dsdata.txt to determine how the superseded data were derived.
 GW2708
 GW2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3186220620(NAD 83)
 GW2708_MARKER: DD = SURVEY DISK
 GW2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2708_SP_SET: CONCRETE POST
 GW2708_STAMPING: 137
 GW2708_MARK LOGO: VA-019
 GW2708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2708+STABILITY: SURFACE MOTION
 GW2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2708+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2708
 GW2708  HISTORY     - Date     Condition        Report By
 GW2708  HISTORY     - 1992     MONUMENTED       MSI
 GW2708
 GW2708                          STATION DESCRIPTION
 GW2708
 GW2708'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2708'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2708'MI (2.3 KM) EAST OF BODY CAMP ON THE NORTH SIDE OF S.R. 24.
 GW2708'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 122,
 GW2708'PROCEED EAST 2.8 MI (4.5 KM) ALONG S.R. 24 TO THE STATION ON THE LEFT
 GW2708'IN THE NORTHWESTERN CORNER OF THE INTERSECTION WITH S.R. 722.
 GW2708'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2708'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2708'STAMPED 137.  THE DISK IS LOCATED 45.7 FT (13.9 M) NORTHWEST OF THE
 GW2708'NORTHEASTERNMOST CORNER OF CONCRETE FOUNDATION FOR ELECTRIC POWER
 GW2708'BOX, 31.0 FT (9.4 M) NORTHEAST OF NORTHERN EDGE OF PAVEMENT OF S.R.
 GW2708'24, AND 101.2 FT (30.8 M) SOUTHWEST OF WESTERN EDGE OF PAVEMENT ON
 GW2708'S.R. 722.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2709 ***********************************************************************
 GW2709  DESIGNATION -  BEDFORD 138
 GW2709  PID         -  GW2709
 GW2709  STATE/COUNTY-  VA/BEDFORD
 GW2709  USGS QUAD   -  GOODE (1985)
 GW2709
 GW2709                         *CURRENT SURVEY CONTROL
 GW2709  ___________________________________________________________________
 GW2709* NAD 83(1993)-  37 16 01.36357(N)    079 25 17.13485(W)     ADJUSTED  
 GW2709* NAVD 88     -       228.8    (meters)     751.     (feet)  VERTCON   
 GW2709  ___________________________________________________________________
 GW2709  X           -     933,020.172 (meters)                     COMP
 GW2709  Y           -  -4,995,881.079 (meters)                     COMP
 GW2709  Z           -   3,841,139.620 (meters)                     COMP
 GW2709  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GW2709  ELLIP HEIGHT-         196.78  (meters)          (05/17/02) GPS OBS
 GW2709  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW2709
 GW2709  HORZ ORDER  -  FIRST
 GW2709  ELLP ORDER  -  FOURTH    CLASS II
 GW2709
 GW2709.The horizontal coordinates were established by GPS observations
 GW2709.and adjusted by the National Geodetic Survey in September 1995..
 GW2709
 GW2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2709
 GW2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2709
 GW2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2709
 GW2709.The ellipsoidal height was determined by GPS observations
 GW2709.and is referenced to NAD 83.
 GW2709
 GW2709.The geoid height was determined by GEOID03.
 GW2709
 GW2709;                    North         East     Units Scale Factor Converg.
 GW2709;SPC VA S     - 1,104,017.041 3,418,275.656   MT  0.99994693   -0 33 33.3
 GW2709;SPC VA S     - 3,622,095.91 11,214,792.71   sFT  0.99994693   -0 33 33.3
 GW2709;UTM  17      - 4,125,664.975   639,967.322   MT  0.99984133   +0 57 21.7
 GW2709
 GW2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2709!SPC VA S     -   0.99996912  x   0.99994693  =   0.99991605
 GW2709!UTM  17      -   0.99996912  x   0.99984133  =   0.99981046
 GW2709
 GW2709                          SUPERSEDED SURVEY CONTROL
 GW2709
 GW2709  ELLIP H (09/08/95)  196.85   (m)                       GP(       ) 4 2
 GW2709  NAD 83(1993)-  37 16 01.36351(N)    079 25 17.13507(W) AD(       ) 1
 GW2709  ELLIP H (11/14/94)  196.84   (m)                       GP(       ) 4 2
 GW2709  NAD 83(1986)-  37 16 01.36988(N)    079 25 17.14759(W) AD(       ) 1
 GW2709  NGVD 29 (07/01/93)  229.0    (m)          751.     (f) GPS OBS        
 GW2709
 GW2709.Superseded values are not recommended for survey control.
 GW2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2709.See file dsdata.txt to determine how the superseded data were derived.
 GW2709
 GW2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3996725665(NAD 83)
 GW2709_MARKER: DD = SURVEY DISK
 GW2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2709_SP_SET: CONCRETE POST
 GW2709_STAMPING: 138
 GW2709_MARK LOGO: VA-019
 GW2709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2709+STABILITY: SURFACE MOTION
 GW2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2709+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2709
 GW2709  HISTORY     - Date     Condition        Report By
 GW2709  HISTORY     - 1992     MONUMENTED       MSI
 GW2709
 GW2709                          STATION DESCRIPTION
 GW2709
 GW2709'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2709'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.4
 GW2709'MI (2.3 KM) NORTHEAST OF OTTER HILL ON THE NORTH SIDE OF S.R. 714.
 GW2709'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 707 AND S.R. 715,
 GW2709'PROCEED NORTH 1.4 MI (2.3 KM) ALONG S.R. 715 TO THE INTERSECTION WITH
 GW2709'S.R. 714.  TURN RIGHT ONTO S.R. 714 AND GO SOUTHEAST 1.2 MI (1.9 KM)
 GW2709'TO THE STATION ON THE LEFT BEFORE THE ENTRANCE TO A PASTURE.
 GW2709'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2709'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2709'STAMPED 138.  THE DISK IS LOCATED 1.2 FT (0.4 M) SOUTH OF A WITNESS
 GW2709'POST, 9.5 FT (2.9 M) SOUTH OF A BARBED WIRE FENCE LINE, 15.0 FT
 GW2709'(4.6 M) NORTH OF THE CENTERLINE OF S.R. 714, AND 60.0 FT (18.3 M)
 GW2709'SOUTHWEST OF THE GATEPOST AT THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2710 ***********************************************************************
 GW2710  DESIGNATION -  BEDFORD 139
 GW2710  PID         -  GW2710
 GW2710  STATE/COUNTY-  VA/BEDFORD
 GW2710  USGS QUAD   -  MONETA (1982)
 GW2710
 GW2710                         *CURRENT SURVEY CONTROL
 GW2710  ___________________________________________________________________
 GW2710* NAD 83(1993)-  37 10 42.09847(N)    079 30 30.03409(W)     ADJUSTED  
 GW2710* NAVD 88     -       250.9    (meters)     823.     (feet)  VERTCON   
 GW2710  ___________________________________________________________________
 GW2710  X           -     926,527.850 (meters)                     COMP
 GW2710  Y           -  -5,003,162.513 (meters)                     COMP
 GW2710  Z           -   3,833,315.366 (meters)                     COMP
 GW2710  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GW2710  ELLIP HEIGHT-         218.94  (meters)          (05/17/02) GPS OBS
 GW2710  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2710
 GW2710  HORZ ORDER  -  FIRST
 GW2710  ELLP ORDER  -  FOURTH    CLASS II
 GW2710
 GW2710.The horizontal coordinates were established by GPS observations
 GW2710.and adjusted by the National Geodetic Survey in September 1995..
 GW2710
 GW2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2710
 GW2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2710
 GW2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2710
 GW2710.The ellipsoidal height was determined by GPS observations
 GW2710.and is referenced to NAD 83.
 GW2710
 GW2710.The geoid height was determined by GEOID03.
 GW2710
 GW2710;                    North         East     Units Scale Factor Converg.
 GW2710;SPC VA S     - 1,094,254.504 3,410,461.908   MT  0.99995082   -0 36 43.2
 GW2710;SPC VA S     - 3,590,066.65 11,189,157.11   sFT  0.99995082   -0 36 43.2
 GW2710;UTM  17      - 4,115,700.545   632,415.213   MT  0.99981599   +0 54 05.5
 GW2710
 GW2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2710!SPC VA S     -   0.99996564  x   0.99995082  =   0.99991646
 GW2710!UTM  17      -   0.99996564  x   0.99981599  =   0.99978164
 GW2710
 GW2710                          SUPERSEDED SURVEY CONTROL
 GW2710
 GW2710  ELLIP H (09/08/95)  219.01   (m)                       GP(       ) 4 2
 GW2710  NAD 83(1993)-  37 10 42.09849(N)    079 30 30.03446(W) AD(       ) 1
 GW2710  NAD 83(1986)-  37 10 42.10446(N)    079 30 30.04688(W) AD(       ) 1
 GW2710  NGVD 29 (07/01/93)  251.2    (m)          824.     (f) GPS OBS        
 GW2710
 GW2710.Superseded values are not recommended for survey control.
 GW2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2710.See file dsdata.txt to determine how the superseded data were derived.
 GW2710
 GW2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3241515701(NAD 83)
 GW2710_MARKER: DD = SURVEY DISK
 GW2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2710_SP_SET: CONCRETE POST
 GW2710_STAMPING: 139
 GW2710_MARK LOGO: VA-019
 GW2710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2710+STABILITY: SURFACE MOTION
 GW2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2710+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2710
 GW2710  HISTORY     - Date     Condition        Report By
 GW2710  HISTORY     - 1992     MONUMENTED       MSI
 GW2710
 GW2710                          STATION DESCRIPTION
 GW2710
 GW2710'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2710'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 3.7
 GW2710'MI (6.0 KM) SOUTH OF BODY CAMP ON THE WEST SIDE OF S.R. 732.
 GW2710'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND S.R. 735,
 GW2710'PROCEED SOUTH 4.9 MI (7.9 KM) ALONG S.R. 735 TO THE INTERSECTION WITH
 GW2710'S.R. 732.  TURN LEFT AND GO NORTHEAST 0.8 MI (1.3 KM) TO THE STATION
 GW2710'ON THE LEFT ON THE SHOULDER.
 GW2710'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2710'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2710'STAMPED 139.  THE DISK IS LOCATED 1.5 FT (0.5 M) NORTHEAST OF A
 GW2710'WITNESS POST, 11.0 FT (3.4 M) SOUTHWEST OF THE CENTERLINE OF S.R.
 GW2710'732, 32.5 FT (9.9 M) SOUTHWEST OF A BARBED FENCE LINE, AND 284.5 FT
 GW2710'(86.7 M) NORTHWEST OF THE TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2711 ***********************************************************************
 GW2711  DESIGNATION -  BEDFORD 140
 GW2711  PID         -  GW2711
 GW2711  STATE/COUNTY-  VA/BEDFORD
 GW2711  USGS QUAD   -  HUDDLESTON (1985)
 GW2711
 GW2711                         *CURRENT SURVEY CONTROL
 GW2711  ___________________________________________________________________
 GW2711* NAD 83(1993)-  37 11 35.90930(N)    079 25 38.26130(W)     ADJUSTED  
 GW2711* NAVD 88     -       288.7    (meters)     947.     (feet)  VERTCON   
 GW2711  ___________________________________________________________________
 GW2711  X           -     933,425.720 (meters)                     COMP
 GW2711  Y           -  -5,000,890.846 (meters)                     COMP
 GW2711  Z           -   3,834,659.868 (meters)                     COMP
 GW2711  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 GW2711  ELLIP HEIGHT-         256.75  (meters)          (05/17/02) GPS OBS
 GW2711  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2711
 GW2711  HORZ ORDER  -  FIRST
 GW2711  ELLP ORDER  -  FOURTH    CLASS II
 GW2711
 GW2711.The horizontal coordinates were established by GPS observations
 GW2711.and adjusted by the National Geodetic Survey in September 1995..
 GW2711
 GW2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2711
 GW2711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2711
 GW2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2711
 GW2711.The ellipsoidal height was determined by GPS observations
 GW2711.and is referenced to NAD 83.
 GW2711
 GW2711.The geoid height was determined by GEOID03.
 GW2711
 GW2711;                    North         East     Units Scale Factor Converg.
 GW2711;SPC VA S     - 1,095,839.445 3,417,674.801   MT  0.99995000   -0 33 46.1
 GW2711;SPC VA S     - 3,595,266.58 11,212,821.41   sFT  0.99995000   -0 33 46.1
 GW2711;UTM  17      - 4,117,475.238   639,582.847   MT  0.99984001   +0 57 03.1
 GW2711
 GW2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2711!SPC VA S     -   0.99995971  x   0.99995000  =   0.99990971
 GW2711!UTM  17      -   0.99995971  x   0.99984001  =   0.99979973
 GW2711
 GW2711                          SUPERSEDED SURVEY CONTROL
 GW2711
 GW2711  ELLIP H (09/08/95)  256.82   (m)                       GP(       ) 4 2
 GW2711  NAD 83(1993)-  37 11 35.90903(N)    079 25 38.26177(W) AD(       ) 1
 GW2711  NAD 83(1986)-  37 11 35.91534(N)    079 25 38.27386(W) AD(       ) 1
 GW2711  NGVD 29 (07/01/93)  288.9    (m)          948.     (f) GPS OBS        
 GW2711
 GW2711.Superseded values are not recommended for survey control.
 GW2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2711.See file dsdata.txt to determine how the superseded data were derived.
 GW2711
 GW2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3958317475(NAD 83)
 GW2711_MARKER: DD = SURVEY DISK
 GW2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2711_SP_SET: CONCRETE POST
 GW2711_STAMPING: 140
 GW2711_MARK LOGO: VA-019
 GW2711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2711+STABILITY: SURFACE MOTION
 GW2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2711+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2711
 GW2711  HISTORY     - Date     Condition        Report By
 GW2711  HISTORY     - 1992     MONUMENTED       MSI
 GW2711
 GW2711                          STATION DESCRIPTION
 GW2711
 GW2711'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2711'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2711'MI (1.6 KM) NORTH OF WOODFORD CORNER ON THE WEST SIDE OF S.R. 43.
 GW2711'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 43 AND S.R. 626,
 GW2711'PROCEED NORTH 1.0 MI (1.6 KM) ALONG S.R. 43 TO THE STATION ON THE
 GW2711'LEFT AT THE NORTHWEST CORNER OF THE INTERSECTION WITH S.R. 628 AND
 GW2711'ACROSS FROM MENTOW BAPTIST CHURCH.
 GW2711'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2711'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2711'STAMPED 140.  THE DISK IS LOCATED 20.5 FT (6.2 M) WEST OF THE
 GW2711'CENTERLINE OF S.R. 43, 19.5 FT (5.9 M) NORTH OF A TELEPHONE BOX, 96.2
 GW2711'FT (29.3 M) NORTH OF A POWER POLE AT THE NORTHEAST CORNER OF CLOSED
 GW2711'GAS STATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2712 ***********************************************************************
 GW2712  DESIGNATION -  BEDFORD 141
 GW2712  PID         -  GW2712
 GW2712  STATE/COUNTY-  VA/BEDFORD
 GW2712  USGS QUAD   -  HUDDLESTON (1985)
 GW2712
 GW2712                         *CURRENT SURVEY CONTROL
 GW2712  ___________________________________________________________________
 GW2712* NAD 83(1993)-  37 11 02.55735(N)    079 23 53.09158(W)     ADJUSTED  
 GW2712* NAVD 88     -       271.6    (meters)     891.     (feet)  VERTCON   
 GW2712  ___________________________________________________________________
 GW2712  X           -     936,087.293 (meters)                     COMP
 GW2712  Y           -  -5,001,011.840 (meters)                     COMP
 GW2712  Z           -   3,833,830.463 (meters)                     COMP
 GW2712  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GW2712  ELLIP HEIGHT-         239.75  (meters)          (05/17/02) GPS OBS
 GW2712  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW2712
 GW2712  HORZ ORDER  -  FIRST
 GW2712  ELLP ORDER  -  FOURTH    CLASS II
 GW2712
 GW2712.The horizontal coordinates were established by GPS observations
 GW2712.and adjusted by the National Geodetic Survey in September 1995..
 GW2712
 GW2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2712
 GW2712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2712
 GW2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2712
 GW2712.The ellipsoidal height was determined by GPS observations
 GW2712.and is referenced to NAD 83.
 GW2712
 GW2712.The geoid height was determined by GEOID03.
 GW2712
 GW2712;                    North         East     Units Scale Factor Converg.
 GW2712;SPC VA S     - 1,094,786.290 3,420,258.542   MT  0.99995050   -0 32 42.2
 GW2712;SPC VA S     - 3,591,811.35 11,221,298.23   sFT  0.99995050   -0 32 42.2
 GW2712;UTM  17      - 4,116,490.799   642,193.227   MT  0.99984907   +0 58 06.0
 GW2712
 GW2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2712!SPC VA S     -   0.99996238  x   0.99995050  =   0.99991288
 GW2712!UTM  17      -   0.99996238  x   0.99984907  =   0.99981145
 GW2712
 GW2712                          SUPERSEDED SURVEY CONTROL
 GW2712
 GW2712  ELLIP H (09/08/95)  239.82   (m)                       GP(       ) 4 2
 GW2712  NAD 83(1993)-  37 11 02.55740(N)    079 23 53.09143(W) AD(       ) 1
 GW2712  NAD 83(1986)-  37 11 02.56335(N)    079 23 53.10403(W) AD(       ) 1
 GW2712  NGVD 29 (07/01/93)  271.9    (m)          892.     (f) GPS OBS        
 GW2712
 GW2712.Superseded values are not recommended for survey control.
 GW2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2712.See file dsdata.txt to determine how the superseded data were derived.
 GW2712
 GW2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4219316491(NAD 83)
 GW2712_MARKER: DD = SURVEY DISK
 GW2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2712_SP_SET: CONCRETE POST
 GW2712_STAMPING: 141
 GW2712_MARK LOGO: VA-019
 GW2712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2712+STABILITY: SURFACE MOTION
 GW2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2712+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2712
 GW2712  HISTORY     - Date     Condition        Report By
 GW2712  HISTORY     - 1992     MONUMENTED       MSI
 GW2712
 GW2712                          STATION DESCRIPTION
 GW2712
 GW2712'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2712'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2712'MI (3.1 KM) EAST OF WOODFORD CORNER ON THE NORTH SIDE OF S.R. 626.
 GW2712'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 43 AND S.R. 626,
 GW2712'PROCEED EAST 1.9 MI (3.1 KM) ALONG S.R. 626 TO THE STATION ON THE
 GW2712'LEFT ACROSS FROM A GRAVEL DRIVEWAY.
 GW2712'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2712'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2712'STAMPED 141.  THE DISK IS LOCATED 1.2 FT (0.4 M) SOUTH OF A WITNESS
 GW2712'POST, 20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF S.R. 626, AND 143.5
 GW2712'FT (43.7 M) NORTHWEST OF POWER POLE 128-78-21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2713 ***********************************************************************
 GW2713  DESIGNATION -  BEDFORD 142
 GW2713  PID         -  GW2713
 GW2713  STATE/COUNTY-  VA/BEDFORD
 GW2713  USGS QUAD   -  HUDDLESTON (1985)
 GW2713
 GW2713                         *CURRENT SURVEY CONTROL
 GW2713  ___________________________________________________________________
 GW2713* NAD 83(1993)-  37 08 23.84397(N)    079 28 52.18045(W)     ADJUSTED  
 GW2713* NAVD 88     -       252.0    (meters)     827.     (feet)  VERTCON   
 GW2713  ___________________________________________________________________
 GW2713  X           -     929,371.447 (meters)                     COMP
 GW2713  Y           -  -5,005,254.519 (meters)                     COMP
 GW2713  Z           -   3,829,919.179 (meters)                     COMP
 GW2713  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GW2713  ELLIP HEIGHT-         220.03  (meters)          (05/17/02) GPS OBS
 GW2713  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2713
 GW2713  HORZ ORDER  -  FIRST
 GW2713  ELLP ORDER  -  FOURTH    CLASS II
 GW2713
 GW2713.The horizontal coordinates were established by GPS observations
 GW2713.and adjusted by the National Geodetic Survey in September 1995..
 GW2713
 GW2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2713
 GW2713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2713
 GW2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2713
 GW2713.The ellipsoidal height was determined by GPS observations
 GW2713.and is referenced to NAD 83.
 GW2713
 GW2713.The geoid height was determined by GEOID03.
 GW2713
 GW2713;                    North         East     Units Scale Factor Converg.
 GW2713;SPC VA S     - 1,089,967.402 3,412,831.175   MT  0.99995324   -0 35 43.8
 GW2713;SPC VA S     - 3,576,001.38 11,196,930.28   sFT  0.99995324   -0 35 43.8
 GW2713;UTM  17      - 4,111,478.057   634,896.528   MT  0.99982417   +0 55 01.8
 GW2713
 GW2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2713!SPC VA S     -   0.99996547  x   0.99995324  =   0.99991871
 GW2713!UTM  17      -   0.99996547  x   0.99982417  =   0.99978965
 GW2713
 GW2713                          SUPERSEDED SURVEY CONTROL
 GW2713
 GW2713  ELLIP H (09/08/95)  220.09   (m)                       GP(       ) 4 2
 GW2713  NAD 83(1986)-  37 08 23.84985(N)    079 28 52.19311(W) AD(       ) 1
 GW2713  NGVD 29 (07/01/93)  252.2    (m)          827.     (f) GPS OBS        
 GW2713
 GW2713.Superseded values are not recommended for survey control.
 GW2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2713.See file dsdata.txt to determine how the superseded data were derived.
 GW2713
 GW2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3489711478(NAD 83)
 GW2713_MARKER: DD = SURVEY DISK
 GW2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2713_SP_SET: CONCRETE POST
 GW2713_STAMPING: 142
 GW2713_MARK LOGO: VA-019
 GW2713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2713+STABILITY: SURFACE MOTION
 GW2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2713+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2713
 GW2713  HISTORY     - Date     Condition        Report By
 GW2713  HISTORY     - 1992     MONUMENTED       MSI
 GW2713
 GW2713                          STATION DESCRIPTION
 GW2713
 GW2713'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2713'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2713'MI (2.4 KM) SOUTH OF HUDDLESTON ON THE NORTH SIDE OF S.R. 630.
 GW2713'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 727 AND S.R. 626,
 GW2713'PROCEED SOUTHWEST 2.3 MI (3.7 KM) ALONG S.R. 626 TO THE INTERSECTION
 GW2713'WITH S.R. 630.  TURN LEFT AND GO SOUTHEAST 1.0 MI (1.6 KM) ALONG S.R.
 GW2713'630 TO THE STATION ON THE LEFT BEYOND MOUNT HOREB CHURCH CEMETERY.
 GW2713'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2713'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2713'STAMPED 142.  THE DISK IS LOCATED 1.5 FT (0.5 M) SOUTH OF A WITNESS
 GW2713'POST, 22.5 FT (6.9 M) NORTH OF THE CENTERLINE OF S.R. 630, 76.6 FT
 GW2713'(23.3 M) EAST OF POWER POLE 127-32-32, AND 53.5 FT (16.3 M) NORTHEAST
 GW2713'OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2714 ***********************************************************************
 GW2714  DESIGNATION -  BEDFORD 143
 GW2714  PID         -  GW2714
 GW2714  STATE/COUNTY-  VA/BEDFORD
 GW2714  USGS QUAD   -  LEESVILLE (1982)
 GW2714
 GW2714                         *CURRENT SURVEY CONTROL
 GW2714  ___________________________________________________________________
 GW2714* NAD 83(1993)-  37 06 28.44906(N)    079 27 30.94606(W)     ADJUSTED  
 GW2714* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 GW2714  ___________________________________________________________________
 GW2714  X           -     931,740.971 (meters)                     COMP
 GW2714  Y           -  -5,007,028.776 (meters)                     COMP
 GW2714  Z           -   3,827,105.616 (meters)                     COMP
 GW2714  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GW2714  ELLIP HEIGHT-         258.05  (meters)          (05/17/02) GPS OBS
 GW2714  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2714
 GW2714  HORZ ORDER  -  FIRST
 GW2714  ELLP ORDER  -  FOURTH    CLASS II
 GW2714
 GW2714.The horizontal coordinates were established by GPS observations
 GW2714.and adjusted by the National Geodetic Survey in September 1995..
 GW2714
 GW2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2714
 GW2714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2714
 GW2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2714
 GW2714.The ellipsoidal height was determined by GPS observations
 GW2714.and is referenced to NAD 83.
 GW2714
 GW2714.The geoid height was determined by GEOID03.
 GW2714
 GW2714;                    North         East     Units Scale Factor Converg.
 GW2714;SPC VA S     - 1,086,389.784 3,414,799.726   MT  0.99995561   -0 34 54.5
 GW2714;SPC VA S     - 3,564,263.82 11,203,388.77   sFT  0.99995561   -0 34 54.5
 GW2714;UTM  17      - 4,107,954.084   636,958.550   MT  0.99983107   +0 55 48.4
 GW2714
 GW2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2714!SPC VA S     -   0.99995951  x   0.99995561  =   0.99991512
 GW2714!UTM  17      -   0.99995951  x   0.99983107  =   0.99979058
 GW2714
 GW2714                          SUPERSEDED SURVEY CONTROL
 GW2714
 GW2714  ELLIP H (09/08/95)  258.12   (m)                       GP(       ) 4 2
 GW2714  NAD 83(1986)-  37 06 28.45486(N)    079 27 30.95859(W) AD(       ) 1
 GW2714  NGVD 29 (07/01/93)  290.2    (m)          952.     (f) GPS OBS        
 GW2714
 GW2714.Superseded values are not recommended for survey control.
 GW2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2714.See file dsdata.txt to determine how the superseded data were derived.
 GW2714
 GW2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3695907954(NAD 83)
 GW2714_MARKER: DD = SURVEY DISK
 GW2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2714_SP_SET: CONCRETE POST
 GW2714_STAMPING: 143
 GW2714_MARK LOGO: VA-019
 GW2714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2714+STABILITY: SURFACE MOTION
 GW2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2714+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2714
 GW2714  HISTORY     - Date     Condition        Report By
 GW2714  HISTORY     - 1992     MONUMENTED       MSI
 GW2714
 GW2714                          STATION DESCRIPTION
 GW2714
 GW2714'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2714'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 2.8
 GW2714'MI (4.5 KM) WEST OF BROWNTOWN ON THE NORTH SIDE OF S.R. 630.
 GW2714'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 631 AND S.R. 630,
 GW2714'PROCEED WEST 2.9 MI (4.7 KM) ALONG S.R. 630 TO THE INTERSECTION WITH
 GW2714'S.R. 872.  CONTINUE WEST APPROXIMATELY 350 FT (106.7 M) ALONG S.R.
 GW2714'630 TO THE STATION ON THE RIGHT AT AN OPEN AREA BESIDE A DIRT ROAD.
 GW2714'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2714'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2714'STAMPED 143.  THE DISK IS LOCATED 1.6 FT (0.5 M) SOUTH OF A WITNESS
 GW2714'POST, 11.5 FT (3.5 M) NORTH OF THE CENTERLINE OF S.R. 630, 76.6 FT
 GW2714'(23.3 M) SOUTH OF 10 INCH TRIPLE MAPLE TREE WITH FLAGGED REFERENCE
 GW2714'NAIL, AND 85.4 FT (26.0 M) SOUTHWEST OF 21 INCH OAK TREE WITH FLAGGED
 GW2714'REFERENCE NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2715 ***********************************************************************
 GW2715  DESIGNATION -  BEDFORD 144
 GW2715  PID         -  GW2715
 GW2715  STATE/COUNTY-  VA/BEDFORD
 GW2715  USGS QUAD   -  LEESVILLE (1982)
 GW2715
 GW2715                         *CURRENT SURVEY CONTROL
 GW2715  ___________________________________________________________________
 GW2715* NAD 83(1993)-  37 00 40.21048(N)    079 28 33.90152(W)     ADJUSTED  
 GW2715* NAVD 88     -       190.3    (meters)     624.     (feet)  VERTCON   
 GW2715  ___________________________________________________________________
 GW2715  X           -     931,379.851 (meters)                     COMP
 GW2715  Y           -  -5,013,595.678 (meters)                     COMP
 GW2715  Z           -   3,818,478.396 (meters)                     COMP
 GW2715  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GW2715  ELLIP HEIGHT-         158.38  (meters)          (05/17/02) GPS OBS
 GW2715  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2715
 GW2715  HORZ ORDER  -  FIRST
 GW2715  ELLP ORDER  -  FOURTH    CLASS II
 GW2715
 GW2715.The horizontal coordinates were established by GPS observations
 GW2715.and adjusted by the National Geodetic Survey in September 1995..
 GW2715
 GW2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2715
 GW2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2715
 GW2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2715
 GW2715.The ellipsoidal height was determined by GPS observations
 GW2715.and is referenced to NAD 83.
 GW2715
 GW2715.The geoid height was determined by GEOID03.
 GW2715
 GW2715;                    North         East     Units Scale Factor Converg.
 GW2715;SPC VA S     - 1,075,671.414 3,413,134.484   MT  0.99996462   -0 35 32.7
 GW2715;SPC VA S     - 3,529,098.63 11,197,925.39   sFT  0.99996462   -0 35 32.7
 GW2715;UTM  17      - 4,097,196.943   635,576.680   MT  0.99982644   +0 55 03.0
 GW2715
 GW2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2715!SPC VA S     -   0.99997515  x   0.99996462  =   0.99993977
 GW2715!UTM  17      -   0.99997515  x   0.99982644  =   0.99980159
 GW2715
 GW2715                          SUPERSEDED SURVEY CONTROL
 GW2715
 GW2715  ELLIP H (09/08/95)  158.44   (m)                       GP(       ) 4 2
 GW2715  NAD 83(1986)-  37 00 40.21609(N)    079 28 33.91408(W) AD(       ) 1
 GW2715  NGVD 29 (07/01/93)  190.6    (m)          625.     (f) GPS OBS        
 GW2715
 GW2715.Superseded values are not recommended for survey control.
 GW2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2715.See file dsdata.txt to determine how the superseded data were derived.
 GW2715
 GW2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3557797197(NAD 83)
 GW2715_MARKER: DD = SURVEY DISK
 GW2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2715_SP_SET: CONCRETE POST
 GW2715_STAMPING: 144
 GW2715_MARK LOGO: VA-019
 GW2715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2715+STABILITY: SURFACE MOTION
 GW2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2715+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2715
 GW2715  HISTORY     - Date     Condition        Report By
 GW2715  HISTORY     - 1992     MONUMENTED       MSI
 GW2715
 GW2715                          STATION DESCRIPTION
 GW2715
 GW2715'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2715'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 6.6
 GW2715'MI (10.6 KM) SOUTHEAST OF GRAVES STORE ON THE WEST SIDE OF S.R. 608.
 GW2715'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 740 AND S.R. 608,
 GW2715'PROCEED SOUTHEAST 9.0 MI (14.5 KM) ALONG S.R. 608 TO THE STATION ON
 GW2715'THE RIGHT BEFORE THE TOLER BRIDGE CROSSING THE ROANOKE RIVER.
 GW2715'THE STATION IS A 3.25 INCH ALUMINUM BEDFORD COUNTY DISK SET IN THE TOP
 GW2715'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2715'STAMPED 144.  THE DISK IS LOCATED 1.5 FT (0.5 M) NORTHEAST OF THE
 GW2715'ALUMINUM GUARD RAIL, 12.0 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF
 GW2715'S.R. 608, 6.4 FT (2.0 M) NORTH OF NORTHWESTERN CONCRETE BRIDGE CORNER
 GW2715'AT THE TOP OF THE CONCRETE RAIL, AND 26.5 FT (8.1 M) SOUTHWEST OF THE
 GW2715'NORTHEASTERN CONCRETE BRIDGE CORNER AT THE TOP OF CONCRETE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2205 ***********************************************************************
 GW2205  DESIGNATION -  BEDFORD MUNICIPAL TANK
 GW2205  PID         -  GW2205
 GW2205  STATE/COUNTY-  VA/C OF BEDFORD
 GW2205  USGS QUAD   -  BEDFORD (1989)
 GW2205
 GW2205                         *CURRENT SURVEY CONTROL
 GW2205  ___________________________________________________________________
 GW2205* NAD 83(1993)-  37 19 29.92275(N)    079 31 11.43886(W)     ADJUSTED  
 GW2205* NAVD 88     -                                                        
 GW2205  ___________________________________________________________________
 GW2205  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 GW2205  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2205
 GW2205  HORZ ORDER  -  THIRD
 GW2205
 GW2205.The horizontal coordinates were established by classical geodetic methods
 GW2205.and adjusted by the National Geodetic Survey in September 1995..
 GW2205
 GW2205
 GW2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2205
 GW2205.The geoid height was determined by GEOID03.
 GW2205
 GW2205;                    North         East     Units Scale Factor Converg.
 GW2205;SPC VA S     - 1,110,535.671 3,409,616.436   MT  0.99994568   -0 37 08.3
 GW2205;SPC VA S     - 3,643,482.45 11,186,383.26   sFT  0.99994568   -0 37 08.3
 GW2205;UTM  17      - 4,131,951.492   631,139.740   MT  0.99981184   +0 53 51.4
 GW2205
 GW2205                          SUPERSEDED SURVEY CONTROL
 GW2205
 GW2205  NAD 83(1993)-  37 19 29.92265(N)    079 31 11.43889(W) AD(       ) 4
 GW2205  NAD 83(1986)-  37 19 29.92923(N)    079 31 11.45348(W) AD(       ) 4
 GW2205  NAD 27      -  37 19 29.41859(N)    079 31 12.33925(W) AD(       ) 3
 GW2205
 GW2205.Superseded values are not recommended for survey control.
 GW2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2205.See file dsdata.txt to determine how the superseded data were derived.
 GW2205
 GW2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3114031951(NAD 83)
 GW2205_MARKER: 51 = TANK
 GW2205
 GW2205  HISTORY     - Date     Condition        Report By
 GW2205  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2205  HISTORY     - 1971     GOOD             NGS
 GW2205  HISTORY     - 20051027 MARK NOT FOUND   GEOCAC
 GW2205
 GW2205                          STATION DESCRIPTION
 GW2205
 GW2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2205'THE STATION IS LOCATED 1 MILE SOUTH OF BEDFORD ON WINGFIELD
 GW2205'MOUNTAIN.
 GW2205'
 GW2205'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BEDFORD,
 GW2205'DISTANCE IS 151.35 FEET (46.131 METERS) SOUTH OF STATION
 GW2205'BEDFORD.  THE WATER TANK HAS A CONICAL ROOF, HEMISPHERICAL
 GW2205'BOTTOM, LACED CHANNEL COLUMNS AND A RISER IN THE CENTER.
 GW2205'THE TANK IS PAINTED ALUMINUM AND IS 75 FEET HIGH.
 GW2205
 GW2205                          STATION RECOVERY (1971)
 GW2205
 GW2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW2205'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GW2205'THE TRAVERSE MEASUREMENT WAS NOT RERUN BUT THE DIRECTION WAS CHECKED
 GW2205'FROM STATION BEDFORD 1934 AND FOUND TO BE CORRECT.
 GW2205'
 GW2205'AIRLINE DISTANCE AND DIRECTION FROM NEARSET TOWN--1.0 MILE SOUTH OF
 GW2205'BEDFORD.
 GW2205
 GW2205                          STATION RECOVERY (2005)
 GW2205
 GW2205'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2205'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2206 ***********************************************************************
 GW2206  DESIGNATION -  BEDFORD STATE FOREST LOT
 GW2206  PID         -  GW2206
 GW2206  STATE/COUNTY-  VA/BEDFORD
 GW2206  USGS QUAD   -  BEDFORD (1989)
 GW2206
 GW2206                         *CURRENT SURVEY CONTROL
 GW2206  ___________________________________________________________________
 GW2206* NAD 83(1993)-  37 19 14.74444(N)    079 31 22.57562(W)     ADJUSTED  
 GW2206* NAVD 88     -                                                        
 GW2206  ___________________________________________________________________
 GW2206  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GW2206  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2206
 GW2206  HORZ ORDER  -  THIRD
 GW2206
 GW2206.The horizontal coordinates were established by classical geodetic methods
 GW2206.and adjusted by the National Geodetic Survey in September 1995..
 GW2206
 GW2206
 GW2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2206
 GW2206.The geoid height was determined by GEOID03.
 GW2206
 GW2206;                    North         East     Units Scale Factor Converg.
 GW2206;SPC VA S     - 1,110,070.761 3,409,337.211   MT  0.99994573   -0 37 15.0
 GW2206;SPC VA S     - 3,641,957.16 11,185,467.17   sFT  0.99994573   -0 37 15.0
 GW2206;UTM  17      - 4,131,479.418   630,872.954   MT  0.99981098   +0 53 44.3
 GW2206
 GW2206                          SUPERSEDED SURVEY CONTROL
 GW2206
 GW2206  NAD 83(1993)-  37 19 14.74465(N)    079 31 22.57546(W) AD(       ) 4
 GW2206  NAD 83(1986)-  37 19 14.75260(N)    079 31 22.58935(W) AD(       ) 4
 GW2206  NAD 27      -  37 19 14.24203(N)    079 31 23.47492(W) AD(       ) 3
 GW2206
 GW2206.Superseded values are not recommended for survey control.
 GW2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2206.See file dsdata.txt to determine how the superseded data were derived.
 GW2206
 GW2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3087331479(NAD 83)
 GW2206_MARKER: 57 = LOOKOUT TOWER
 GW2206
 GW2206  HISTORY     - Date     Condition        Report By
 GW2206  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2206  HISTORY     - 20051203 GOOD             USPSQD
 GW2206
 GW2206                          STATION DESCRIPTION
 GW2206
 GW2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2206'THE STATION IS A VIRGINIA STATE FOREST SERVICE LOOKOUT TOWER
 GW2206'LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF BEDFORD.  IT IS
 GW2206'A FOUR LEGGED STEEL TOWER WITH A GLASS CAB AT THE TOP AND
 GW2206'PAINTED GRAY IN COLOR.  THE OVERALL HEIGHT IS 100 FEET.  THE
 GW2206'TOP AND CENTER OF THE CAB IS THE POINT INTERSECTED.
 GW2206'
 GW2206'TO REACH THE STATION FROM THE COURT HOUSE IN BEDFORD, GO WEST
 GW2206'ON U.S. HIGHWAY 460 FOR 0.25 MILE TO JUNCTION OF STATE HIGHWAY
 GW2206'122, TURN LEFT AND FOLLOW STATE HIGHWAY 122 FOR 0.7 MILE
 GW2206'TO ROBERTS LANE, TURN LEFT ON ROBERTS LANE AND GO (SOUTHEAST)
 GW2206'0.2 MILE TO A SIDE ROAD RIGHT AND SIGN FOREST FIRE TRAIL, TURN
 GW2206'RIGHT, SOUTH, AND GO 0.05 MILE TO A FORK, KEEP RIGHT FOR 0.2
 GW2206'MILE TO A FORK AT A HOUSE, TAKE THE LEFT ROAD (SOUTHEAST)
 GW2206'FOR 0.05 MILE TO A WOOD GATE, PASS THROUGH AND FOLLOW BLADED
 GW2206'ROAD UP MOUNTAIN FOR 0.45 MILE TO THE LOOKOUT TOWER.
 GW2206
 GW2206                          STATION RECOVERY (2005)
 GW2206
 GW2206'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2206'THE CONSTRUCTION OF US 460 BYPASS CALLS FOR NEW DIRECTIONS TO TOWER.
 GW2206'FROM THE INTERSECTION OF US 460 BYPASS AND STATE ROUTE 122 S OF
 GW2206'BEDFORD, GO S TO FIRST ROAD LEFT, DINWIDDIE DRIVE.  FOLLOW DINWIDDIE
 GW2206'DRIVE 0.2 MI TO END OF STATE MAINT, FOLLOW RIGHT FORK TO TOWER.  A
 GW2206'FOUR WHEEL DRIVE IS A MUST UNLESS YOU WALK.  ALSO, THERE IS AN ALLTELL
 GW2206'CELL TOWER ON THE ADJACENT PROPERTY.  ACCESS MAY BE AVAILABLE BY THEIR
 GW2206'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3332 ***********************************************************************
 FX3332  DESIGNATION -  BEER 1912
 FX3332  PID         -  FX3332
 FX3332  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3332  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3332
 FX3332                         *CURRENT SURVEY CONTROL
 FX3332  ___________________________________________________________________
 FX3332* NAD 83(1993)-  36 45 22.45812(N)    076 19 13.15435(W)     ADJUSTED  
 FX3332* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3332  ___________________________________________________________________
 FX3332  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FX3332  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX3332
 FX3332  HORZ ORDER  -  THIRD
 FX3332
 FX3332.The horizontal coordinates were established by classical geodetic methods
 FX3332.and adjusted by the National Geodetic Survey in September 1995..
 FX3332
 FX3332.The orthometric height was scaled from a topographic map.
 FX3332
 FX3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3332
 FX3332.The geoid height was determined by GEOID03.
 FX3332
 FX3332;                    North         East     Units Scale Factor Converg.
 FX3332;SPC VA S     - 1,049,178.608 3,694,617.565   MT  1.00000191   +1 19 22.4
 FX3332;SPC VA S     - 3,442,180.15 12,121,424.46   sFT  1.00000191   +1 19 22.4
 FX3332;UTM  18      - 4,068,644.328   382,146.126   MT  0.99977111   -0 47 24.7
 FX3332
 FX3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3332!SPC VA S     -   1.00000522  x   1.00000191  =   1.00000713
 FX3332!UTM  18      -   1.00000522  x   0.99977111  =   0.99977633
 FX3332
 FX3332:                Primary Azimuth Mark                     Grid Az
 FX3332:SPC VA S     -  PAT 1912                                 073 47 25.2
 FX3332:UTM  18      -  PAT 1912                                 075 54 12.3
 FX3332
 FX3332|---------------------------------------------------------------------|
 FX3332| PID    Reference Object                     Distance      Geod. Az  |
 FX3332|                                                           dddmmss.s |
 FX3332| FX3411 PAT 1912                            APPROX. 0.9 KM 0750647.6 |
 FX3332| FX3344 CORN 1912                           498.542 METERS 3481313.5 |
 FX3332|---------------------------------------------------------------------|
 FX3332
 FX3332                          SUPERSEDED SURVEY CONTROL
 FX3332
 FX3332  NAD 83(1986)-  36 45 22.46424(N)    076 19 13.18954(W) AD(       ) 3
 FX3332  NAD 27      -  36 45 21.92900(N)    076 19 14.39700(W) AD(       ) 3
 FX3332
 FX3332.Superseded values are not recommended for survey control.
 FX3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3332.See file dsdata.txt to determine how the superseded data were derived.
 FX3332
 FX3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8214668644(NAD 83)
 FX3332_MARKER: N = NAIL
 FX3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3332+STABILITY: SURFACE MOTION
 FX3332
 FX3332  HISTORY     - Date     Condition        Report By
 FX3332  HISTORY     - 1912     MONUMENTED       CGS
 FX3332  HISTORY     - 1947     GOOD             USE
 FX3332
 FX3332                          STATION DESCRIPTION
 FX3332
 FX3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3332'STATION IS LOCATED ON THE S SIDE OF DEEP CREEK ABOUT 1-1/4
 FX3332'MILES ABOVE THE ENTRANCE.  IT IS ON A POINT OF WOODED LAND E OF
 FX3332'WHICH A MARSH EXTENDS ALONG DEEP CREEK.  ABOUT 400 FEET DOWN THE
 FX3332'CREEK ON THE OPPOSITE SIDE IS AN OLD WHARF WITH A FARMHOUSE ABOUT
 FX3332'200 FEET IN FROM IT.
 FX3332'
 FX3332'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 12 INCHES BURIED
 FX3332'2 FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3332'PROJECTING ONE INCH.  TOPS MARKED 1912 C.G.S.  NAIL IN CENTER
 FX3332'MARKS STATION POINT.
 FX3332
 FX3332                          STATION RECOVERY (1947)
 FX3332
 FX3332'RECOVERY NOTE BY US ENGINEERS 1947 (GLA)
 FX3332'LETTER OF G.L. ANDERSON, SUPERVISOR, SE DISTRICT, NORFOLK, VA.,
 FX3332'DATED MARCH 25, 1947--
 FX3332'
 FX3332'STATION BEER IS A 6- BY 6-INCH CONCRETE MONUMENT, PROJECTING
 FX3332'6 INCHES ABOVE THE GROUND, MARKED U.S.C. AND G.S. 1912.  LOCATED
 FX3332'ON THE S SIDE OF DEEP CREEK, APPROXIMATELY 15 FEET FROM THE
 FX3332'SHORE LINE ON THE EDGE OF THE BANK, AND BETWEEN STATIONS PAT
 FX3332'AND NUT, LOCATED ON THE SAME SIDE OF DEEP CREEK.
 FX3332'
 FX3332'REFERENCE MARK 1 IS AT A DISTANCE OF 50.70 FEET SW OF A NAIL
 FX3332'IN THE CENTER OF A TRIANGLE CUT IN AN 8-INCH PINE TREE.
 FX3332'
 FX3332'REFERENCE MARK 2 IS AT A DISTANCE OF 16.40 FEET S OF A NAIL
 FX3332'IN THE CENTER OF A TRIANGLE CUT IN A 12-INCH PINE TREE.
 FX3332'
 FX3332'REFERENCE MARK 3 IS AT A DISTANCE OF 51.90 FEET SE OF A NAIL
 FX3332'IN THE CENTER OF A TRIANGLE CUT IN A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6887 ***********************************************************************
 DF6887  DESIGNATION -  BEL FIRE
 DF6887  PID         -  DF6887
 DF6887  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6887  USGS QUAD   -  BELMONT (1983)
 DF6887
 DF6887                         *CURRENT SURVEY CONTROL
 DF6887  ___________________________________________________________________
 DF6887* NAD 83(1993)-  38 09 12.02916(N)    077 51 58.29479(W)     ADJUSTED  
 DF6887* NAVD 88     -       106.5    (meters)     349.     (feet)  GPS OBS   
 DF6887  ___________________________________________________________________
 DF6887  X           -   1,055,599.667 (meters)                     COMP
 DF6887  Y           -  -4,909,796.403 (meters)                     COMP
 DF6887  Z           -   3,918,888.139 (meters)                     COMP
 DF6887  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DF6887  ELLIP HEIGHT-          74.15  (meters)          (08/08/03) GPS OBS
 DF6887  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF6887
 DF6887  HORZ ORDER  -  FIRST
 DF6887  ELLP ORDER  -  FOURTH    CLASS II
 DF6887
 DF6887.The horizontal coordinates were established by GPS observations
 DF6887.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6887
 DF6887.The orthometric height was determined by GPS observations and a
 DF6887.high-resolution geoid model.
 DF6887
 DF6887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6887
 DF6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6887
 DF6887.The ellipsoidal height was determined by GPS observations
 DF6887.and is referenced to NAD 83.
 DF6887
 DF6887.The geoid height was determined by GEOID03.
 DF6887
 DF6887;                    North         East     Units Scale Factor Converg.
 DF6887;SPC VA N     - 2,054,211.580 3,555,551.215   MT  0.99998099   +0 23 44.1
 DF6887;SPC VA N     - 6,739,525.83 11,665,170.94   sFT  0.99998099   +0 23 44.1
 DF6887;UTM  18      - 4,226,711.243   248,855.769   MT  1.00037688   -1 46 17.6
 DF6887
 DF6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6887!SPC VA N     -   0.99998837  x   0.99998099  =   0.99996936
 DF6887!UTM  18      -   0.99998837  x   1.00037688  =   1.00036524
 DF6887
 DF6887:                Primary Azimuth Mark                     Grid Az
 DF6887:SPC VA N     -  BEL FIRE AZ                              001 57 57.7
 DF6887:UTM  18      -  BEL FIRE AZ                              004 07 59.4
 DF6887
 DF6887|---------------------------------------------------------------------|
 DF6887| PID    Reference Object                     Distance      Geod. Az  |
 DF6887|                                                           dddmmss.s |
 DF6887| DF6888 BEL FIRE AZ                         401.621 METERS 0022141.8 |
 DF6887|---------------------------------------------------------------------|
 DF6887
 DF6887                          SUPERSEDED SURVEY CONTROL
 DF6887
 DF6887.No superseded survey control is available for this station.
 DF6887
 DF6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4885626711(NAD 83)
 DF6887_MARKER: DD = SURVEY DISK
 DF6887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6887_STAMPING: BEL FIRE 2003
 DF6887_MARK LOGO: VA-177
 DF6887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6887+STABILITY: SURFACE MOTION
 DF6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6887+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6887
 DF6887  HISTORY     - Date     Condition        Report By
 DF6887  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6887
 DF6887                          STATION DESCRIPTION
 DF6887
 DF6887'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6887'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6887'THE STATION IS
 DF6887'ABOUT 24 MILES SOUTHWEST OF FREDERICKSBURG, 15 MILES SOUTHWEST OF THE
 DF6887'SPOTSYLVANIA
 DF6887'COUNTY COURTHOUSE AND 15 MILES SOUTHEAST OF ORANGE.  THE STATION IS AT
 DF6887'THE
 DF6887'SPOTSYLVANIA COUNTY VOLUNTEER FIRE AND RESCUE, BELMONT 9, LOCATED AT
 DF6887'7100 BELMONT
 DF6887'ROAD.
 DF6887' 
 DF6887'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 522 (ZACHARY
 DF6887'TAYLOR HIGHWAY)
 DF6887'AND STATE ROUTE 719 (BELMONT ROAD/DAYS BRIDGE ROAD) IN ORANGE COUNTY
 DF6887'GO
 DF6887'SOUTHEASTERLY ON BELMONT ROAD/DAYS BRIDGE ROAD FOR 6.1 KM (3.8 MILES)
 DF6887'TO AN
 DF6887'INTERSECTION.  TURN LEFT AND GO NORTHERLY ON STATE ROUTE 652 (BELMONT
 DF6887'ROAD) FOR 1.3 KM
 DF6887'(0.8 MILE) TO THE STATION ON THE LEFT.
 DF6887' 
 DF6887'THE STATION IS 32.3 METERS (106.0 FEET) SOUTHWEST (MAGNETIC BEARING OF
 DF6887'190 DEGREES) OF A
 DF6887'TELEPHONE PEDESTAL WITH THE NUMBER 31-9, 18.3 METERS (60.0 FEET)
 DF6887'NORTHEAST (MAGNETIC
 DF6887'BEARING OF 60 DEGREES) OF THE SOUTHEAST CORNER OF BUILDING NUMBER
 DF6887'7100, 16.3 METERS (53.5
 DF6887'FEET) SOUTHEAST (MAGNETIC BEARING OF 130 DEGREES) OF THE NORTHEAST
 DF6887'CORNER OF BUILDING
 DF6887'NUMBER 7100, 11.9 METERS (39.0 FEET) EAST OF A POLE, 11.9 METERS (39.0
 DF6887'FEET) SOUTHEAST
 DF6887'(MAGNETIC BEARING OF 110 DEGREES) OF A UTILITY POLE WITH THE NUMBER
 DF6887'408-78-249-257, 2.6
 DF6887'METERS (8.5 FEET) WEST OF THE EDGE OF PAVEMENT OF BELMONT ROAD (STATE
 DF6887'ROUTE 652), AND 1.2
 DF6887'METERS (4.0 FEET) NORTHWEST (MAGNETIC BEARING OF 280 DEGREES) OF A
 DF6887'SPOTSYLVANIA COUNTY
 DF6887'WITNESS POST.  STATION BEL FIRE IS INTERVISIBLE WITH STATION BEL FIRE
 DF6887'AZ.  THE STATION IS A
 DF6887'3-1/2 INCH SPOTSYLVANIA COUNTY, VA, ALUMINUM SURVEY DISK SET INTO A
 DF6887'POURED IN PLACE
 DF6887'CONCRETE MONUMENT 8 INCHES IN DIAMETER FLUSH WITH THE GROUND SURFACE
 DF6887'AND STAMPED
 DF6887'BEL FIRE 2003.
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887' 
 DF6887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6888 ***********************************************************************
 DF6888  DESIGNATION -  BEL FIRE AZ
 DF6888  PID         -  DF6888
 DF6888  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6888  USGS QUAD   -  BELMONT (1983)
 DF6888
 DF6888                         *CURRENT SURVEY CONTROL
 DF6888  ___________________________________________________________________
 DF6888* NAD 83(1993)-  38 09 25.04371(N)    077 51 57.61503(W)     ADJUSTED  
 DF6888* NAVD 88     -       103.6    (meters)     340.     (feet)  GPS OBS   
 DF6888  ___________________________________________________________________
 DF6888  X           -   1,055,563.264 (meters)                     COMP
 DF6888  Y           -  -4,909,548.354 (meters)                     COMP
 DF6888  Z           -   3,919,201.918 (meters)                     COMP
 DF6888  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DF6888  ELLIP HEIGHT-          71.29  (meters)          (08/08/03) GPS OBS
 DF6888  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF6888
 DF6888  HORZ ORDER  -  FIRST
 DF6888  ELLP ORDER  -  FOURTH    CLASS II
 DF6888
 DF6888.The horizontal coordinates were established by GPS observations
 DF6888.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6888
 DF6888.The orthometric height was determined by GPS observations and a
 DF6888.high-resolution geoid model.
 DF6888
 DF6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6888
 DF6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6888
 DF6888.The ellipsoidal height was determined by GPS observations
 DF6888.and is referenced to NAD 83.
 DF6888
 DF6888.The geoid height was determined by GEOID03.
 DF6888
 DF6888;                    North         East     Units Scale Factor Converg.
 DF6888;SPC VA N     - 2,054,612.957 3,555,564.993   MT  0.99998048   +0 23 44.5
 DF6888;SPC VA N     - 6,740,842.68 11,665,216.15   sFT  0.99998048   +0 23 44.5
 DF6888;UTM  18      - 4,227,111.970   248,884.727   MT  1.00037670   -1 46 17.7
 DF6888
 DF6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6888!SPC VA N     -   0.99998881  x   0.99998048  =   0.99996929
 DF6888!UTM  18      -   0.99998881  x   1.00037670  =   1.00036551
 DF6888
 DF6888:                Primary Azimuth Mark                     Grid Az
 DF6888:SPC VA N     -  BEL FIRE                                 181 57 57.7
 DF6888:UTM  18      -  BEL FIRE                                 184 07 59.9
 DF6888
 DF6888|---------------------------------------------------------------------|
 DF6888| PID    Reference Object                     Distance      Geod. Az  |
 DF6888|                                                           dddmmss.s |
 DF6888| DF6887 BEL FIRE                            401.621 METERS 1822142.2 |
 DF6888|---------------------------------------------------------------------|
 DF6888
 DF6888                          SUPERSEDED SURVEY CONTROL
 DF6888
 DF6888.No superseded survey control is available for this station.
 DF6888
 DF6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4888527112(NAD 83)
 DF6888_MARKER: DD = SURVEY DISK
 DF6888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6888_STAMPING: BEL FIRE AZ 2003
 DF6888_MARK LOGO: VA-177
 DF6888_PROJECTION: FLUSH
 DF6888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6888+STABILITY: SURFACE MOTION
 DF6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6888+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6888
 DF6888  HISTORY     - Date     Condition        Report By
 DF6888  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6888
 DF6888                          STATION DESCRIPTION
 DF6888
 DF6888'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6888'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6888'THE STATION IS
 DF6888'ABOUT 24 MILES SOUTHWEST OF FREDERICKSBURG, 15 MILES SOUTHWEST OF THE
 DF6888'SPOTSYLVANIA
 DF6888'COUNTY COURTHOUSE AND 15 MILES SOUTHEAST OF ORANGE.  THE STATION IS IN
 DF6888'FRONT OF
 DF6888'BELMONT BAPTIST CHURCH LOCATED AT 7221 BELMONT ROAD.
 DF6888' 
 DF6888'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 522 (ZACHARY
 DF6888'TAYLOR HIGHWAY)
 DF6888'AND STATE ROUTE 719 (BELMONT ROAD/DAYS BRIDGE ROAD) IN ORANGE COUNTY
 DF6888'GO
 DF6888'SOUTHEASTERLY ON BELMONT ROAD/DAYS BRIDGE ROAD FOR 6.1 KM (3.8 MILES)
 DF6888'TO AN
 DF6888'INTERSECTION.  TURN LEFT AND GO NORTHERLY ON STATE ROUTE 652 (BELMONT
 DF6888'ROAD) FOR 1.8 KM
 DF6888'(1.1 MILES) TO THE STATION ON THE RIGHT.
 DF6888' 
 DF6888'THE STATION IS 29.4 METERS (96.5 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF6888'330 DEGREES) OF A 30
 DF6888'INCH OAK TREE, 19.8 METERS (65.0 FEET) NORTH OF THE EDGE OF A GRAVEL
 DF6888'DRIVEWAY, 12.2 METERS
 DF6888'(40.0 FEET) SOUTH OF THE EDGE OF ANOTHER GRAVEL DRIVEWAY, 3.3 METERS
 DF6888'(10.8 FEET)
 DF6888'NORTHWEST (MAGNETIC BEARING OF 280 DEGREES) OF A FLAG POLE, AND 3.1
 DF6888'METERS (10.0 FEET)
 DF6888'EAST OF THE EDGE OF PAVEMENT OF BELMONT ROAD (STATE ROUTE 652).
 DF6888'STATION BEL FIRE AZ IS
 DF6888'INTERVISIBLE WITH STATION BEL FIRE.  THE STATION IS A 3-1/2 INCH
 DF6888'SPOTSYLVANIA COUNTY, VA,
 DF6888'ALUMINUM SURVEY DISK SET INTO A  POURED IN PLACE CONCRETE MONUMENT 8
 DF6888'INCHES IN
 DF6888'DIAMETER FLUSH WITH THE GROUND SURFACE AND STAMPED BEL FIRE AZ 2003.
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888' 
 DF6888'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1272 ***********************************************************************
 FZ1272  DESIGNATION -  BELFAST
 FZ1272  PID         -  FZ1272
 FZ1272  STATE/COUNTY-  VA/RUSSELL
 FZ1272  USGS QUAD   -  SALTVILLE (1978)
 FZ1272
 FZ1272                         *CURRENT SURVEY CONTROL
 FZ1272  ___________________________________________________________________
 FZ1272* NAD 83(1993)-  36 59 03.68085(N)    081 51 03.64972(W)     ADJUSTED  
 FZ1272* NAVD 88     -       710.860  (meters)    2332.21   (feet)  ADJUSTED  
 FZ1272  ___________________________________________________________________
 FZ1272  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FZ1272  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FZ1272  DYNAMIC HT  -         710.223 (meters)    2330.12  (feet)  COMP
 FZ1272  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FZ1272
 FZ1272  HORZ ORDER  -  SECOND
 FZ1272  VERT ORDER  -  SECOND    CLASS 0
 FZ1272
 FZ1272.The horizontal coordinates were established by classical geodetic methods
 FZ1272.and adjusted by the National Geodetic Survey in September 1995..
 FZ1272
 FZ1272.The orthometric height was determined by differential leveling
 FZ1272.and adjusted by the National Geodetic Survey in June 1991..
 FZ1272
 FZ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1272
 FZ1272.The geoid height was determined by GEOID03.
 FZ1272
 FZ1272.The dynamic height is computed by dividing the NAVD 88
 FZ1272.geopotential number by the normal gravity value computed on the
 FZ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1272.degrees latitude (g = 980.6199 gals.).
 FZ1272
 FZ1272.The modeled gravity was interpolated from observed gravity values.
 FZ1272
 FZ1272;                    North         East     Units Scale Factor Converg.
 FZ1272;SPC VA S     - 1,077,541.038 3,201,731.866   MT  0.99996762   -2 02 01.7
 FZ1272;SPC VA S     - 3,535,232.56 10,504,348.63   sFT  0.99996762   -2 02 01.7
 FZ1272;UTM  17      - 4,093,475.295   424,263.851   MT  0.99967066   -0 30 43.2
 FZ1272
 FZ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1272!SPC VA S     -   0.99989326  x   0.99996762  =   0.99986088
 FZ1272!UTM  17      -   0.99989326  x   0.99967066  =   0.99956395
 FZ1272
 FZ1272:                Primary Azimuth Mark                     Grid Az
 FZ1272:SPC VA S     -  BELFAST AZ MK                            038 49 36.8
 FZ1272:UTM  17      -  BELFAST AZ MK                            037 18 18.3
 FZ1272
 FZ1272|---------------------------------------------------------------------|
 FZ1272| PID    Reference Object                     Distance      Geod. Az  |
 FZ1272|                                                           dddmmss.s |
 FZ1272| DC3789 BELFAST AZ MK                                      0364735.1 |
 FZ1272| FZ1273 BELFAST RM 1                          7.666 METERS 06913     |
 FZ1272| FZ1271 BELFAST RM 2                          8.221 METERS 24833     |
 FZ1272|---------------------------------------------------------------------|
 FZ1272
 FZ1272                          SUPERSEDED SURVEY CONTROL
 FZ1272
 FZ1272  NAD 83(1986)-  36 59 03.69552(N)    081 51 03.65380(W) AD(       ) 2
 FZ1272  NAD 27      -  36 59 03.28826(N)    081 51 04.22550(W) AD(       ) 2
 FZ1272  NGVD 29 (??/??/92)  710.992  (m)         2332.65   (f) ADJ UNCH    2 0
 FZ1272
 FZ1272.Superseded values are not recommended for survey control.
 FZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1272.See file dsdata.txt to determine how the superseded data were derived.
 FZ1272
 FZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2426493475(NAD 83)
 FZ1272_MARKER: DE = TRAVERSE STATION DISK
 FZ1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1272_STAMPING: BELFAST 1963
 FZ1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1272+STABILITY: SURFACE MOTION
 FZ1272
 FZ1272  HISTORY     - Date     Condition        Report By
 FZ1272  HISTORY     - 1963     MONUMENTED       CGS
 FZ1272  HISTORY     - 1963     GOOD             CGS
 FZ1272
 FZ1272                          STATION DESCRIPTION
 FZ1272
 FZ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1272'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CLAYPOOL
 FZ1272'HILL, 4 MILES NORTHEAST OF ROSEDALE AND ON THE NORTH SIDE OF
 FZ1272'COUNTY ROAD 624 ACROSS ROAD FROM THE BELFAST METHODIST CHURCH.
 FZ1272'
 FZ1272'TO REACH THE STATION FROM THE POST OFFICE IN ROSEDALE, GO
 FZ1272'EASTERLY ON U.S. HIGHWAY 19 FOR 4.5 MILES TO A SIDE ROAD
 FZ1272'RIGHT, TURN RIGHT ON COUNTY ROAD 624 AND GO 0.35 MILE TO THE
 FZ1272'STATION ON THE LEFT.
 FZ1272'
 FZ1272'THE STATION MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE
 FZ1272'CENTER OF COUNTY ROAD 624, 16.1 FEET WEST OF A POWER POLE NUMBER
 FZ1272'592-19, 2.2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH
 FZ1272'OF A WIRE FENCE.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 FZ1272'CONCRETE POST, FLUSH AND STAMPED BELFAST 1963.
 FZ1272'
 FZ1272'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF THE APPROXIMATE
 FZ1272'CENTER OF COUNTY ROAD 624, 13 FEET NORTHEAST OF A POWER POLE
 FZ1272'NUMBER 592-19 AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 FZ1272'DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED BELFAST
 FZ1272'NO 1 1963.
 FZ1272'
 FZ1272'REFERENCE MARK NO. 2 IS 34 FEET NORTHWEST OF THE APPROXIMATE
 FZ1272'CENTER OF COUNTY ROAD 624 AND 1 FOOT SOUTH OF A WIRE FENCE.
 FZ1272'IT IS A STANDARD DISK SET IN A SQUARE CONCETE POST, FLUSH AND
 FZ1272'STAMPED BELFAST NO 2 1963.
 FZ1272'
 FZ1272'THE AZIMUTH MARK IS 29.5 FEET SOUTHEAST OF THE SOUTHWEST
 FZ1272'CORNER OF STELLA M. SWORD HOUSE AND 28.5 FEET NORTHWEST OF
 FZ1272'THE CENTER LINE OF U.S. HIGHWAY 19.  IT IS A STANDARD DISK
 FZ1272'CEMENTED IN A DRILL HOLE IN THE TOP STEP LEADING TO MRS. SWORD
 FZ1272'HOUSE AND STAMPED BELFAST 1963.
 FZ1272'
 FZ1272'TO REACH THE AZIMUTH MARK FROM THE JUNCTION U.S. HIGHWAY 19
 FZ1272'AND COUNTY ROAD 624, CONTINUE EASTERLY ON U.S. HIGHWAY 19 FOR
 FZ1272'0.4 MILE TO MRS. SWORD HOUSE ON THE LEFT AND THE MARK.
 FZ1272'
 FZ1272'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ1272
 FZ1272                          STATION RECOVERY (1963)
 FZ1272
 FZ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FZ1272'4.8 MI NE FROM ROSEDALE.
 FZ1272'4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST-OFFICE
 FZ1272'IN ROSEDALE TO COUNTY ROAD 624, THENCE EAST 0.35 MILE TO THE
 FZ1272'STATION ON THE LEFT, 29.0 FEET NORTHWEST OF APPROXIMATE CENTER
 FZ1272'OF COUNTY ROAD 624, 16.1 FEET WEST OF POWER LINE POLE NUMBER 592-19
 FZ1272'AND 2.2 FEET EAST OF A METAL WITNESS SIGN AND 1 FOOT SOUTH OF A
 FZ1272'WIRE FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST FLUSH
 FZ1272'AND IS ABOUT ONE FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1269 ***********************************************************************
 FZ1269  DESIGNATION -  BELFAST AZIMUTH
 FZ1269  PID         -  FZ1269
 FZ1269  STATE/COUNTY-  VA/RUSSELL
 FZ1269  USGS QUAD   -  SALTVILLE (1978)
 FZ1269
 FZ1269                         *CURRENT SURVEY CONTROL
 FZ1269  ___________________________________________________________________
 FZ1269* NAD 83(1986)-  36 59 19.     (N)    081 50 50.     (W)     SCALED    
 FZ1269* NAVD 88     -       666.536  (meters)    2186.79   (feet)  ADJUSTED  
 FZ1269  ___________________________________________________________________
 FZ1269  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FZ1269  DYNAMIC HT  -         665.939 (meters)    2184.83  (feet)  COMP
 FZ1269  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 FZ1269
 FZ1269  VERT ORDER  -  SECOND    CLASS 0
 FZ1269
 FZ1269.The horizontal coordinates were scaled from a topographic map and have
 FZ1269.an estimated accuracy of +/- 6 seconds.
 FZ1269
 FZ1269.The orthometric height was determined by differential leveling
 FZ1269.and adjusted by the National Geodetic Survey in June 1991..
 FZ1269
 FZ1269.The geoid height was determined by GEOID03.
 FZ1269
 FZ1269.The dynamic height is computed by dividing the NAVD 88
 FZ1269.geopotential number by the normal gravity value computed on the
 FZ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1269.degrees latitude (g = 980.6199 gals.).
 FZ1269
 FZ1269.The modeled gravity was interpolated from observed gravity values.
 FZ1269
 FZ1269;                    North         East    Units  Estimated Accuracy
 FZ1269;SPC VA S     - 1,078,000.    3,202,090.      MT  (+/- 180 meters Scaled)
 FZ1269
 FZ1269                          SUPERSEDED SURVEY CONTROL
 FZ1269
 FZ1269  NGVD 29 (??/??/92)  666.671  (m)         2187.24   (f) ADJ UNCH    2 0
 FZ1269
 FZ1269.Superseded values are not recommended for survey control.
 FZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1269.See file dsdata.txt to determine how the superseded data were derived.
 FZ1269
 FZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA246939(NAD 83)
 FZ1269_MARKER: DZ = AZIMUTH MARK DISK
 FZ1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1269_SP_SET: STEPS
 FZ1269_STAMPING: BELFAST 1963
 FZ1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1269
 FZ1269  HISTORY     - Date     Condition        Report By
 FZ1269  HISTORY     - 1963     MONUMENTED       CGS
 FZ1269
 FZ1269                          STATION DESCRIPTION
 FZ1269
 FZ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1269'5.1 MI NE FROM ROSEDALE.
 FZ1269'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 FZ1269'U.S. HIGHWAY 19 AND STATE ROUTE 80 AT ROSEDALE, TO THE MARK SET IN
 FZ1269'THE STEPS LEADING TO THE HOME OF STELLA M. SWORD, 28.5 FEET
 FZ1269'NORTHWEST OF CENTERLINE OF HIGHWAY, 29.5 FEET SOUTHEAST OF
 FZ1269'SOUTHWEST CORNER OF HOUSE AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FZ1269'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1273 ***********************************************************************
 FZ1273  DESIGNATION -  BELFAST RM 1
 FZ1273  PID         -  FZ1273
 FZ1273  STATE/COUNTY-  VA/RUSSELL
 FZ1273  USGS QUAD   -  SALTVILLE (1978)
 FZ1273
 FZ1273                         *CURRENT SURVEY CONTROL
 FZ1273  ___________________________________________________________________
 FZ1273* NAD 83(1986)-  36 59 03.     (N)    081 51 03.     (W)     SCALED    
 FZ1273* NAVD 88     -       710.920  (meters)    2332.41   (feet)  ADJUSTED  
 FZ1273  ___________________________________________________________________
 FZ1273  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FZ1273  DYNAMIC HT  -         710.283 (meters)    2330.32  (feet)  COMP
 FZ1273  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FZ1273
 FZ1273  VERT ORDER  -  SECOND    CLASS 0
 FZ1273
 FZ1273.The horizontal coordinates were scaled from a topographic map and have
 FZ1273.an estimated accuracy of +/- 6 seconds.
 FZ1273
 FZ1273.The orthometric height was determined by differential leveling
 FZ1273.and adjusted by the National Geodetic Survey in June 1991..
 FZ1273
 FZ1273.The geoid height was determined by GEOID03.
 FZ1273
 FZ1273.The dynamic height is computed by dividing the NAVD 88
 FZ1273.geopotential number by the normal gravity value computed on the
 FZ1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1273.degrees latitude (g = 980.6199 gals.).
 FZ1273
 FZ1273.The modeled gravity was interpolated from observed gravity values.
 FZ1273
 FZ1273;                    North         East    Units  Estimated Accuracy
 FZ1273;SPC VA S     - 1,077,520.    3,201,750.      MT  (+/- 180 meters Scaled)
 FZ1273
 FZ1273                          SUPERSEDED SURVEY CONTROL
 FZ1273
 FZ1273  NGVD 29 (??/??/92)  711.053  (m)         2332.85   (f) ADJ UNCH    2 0
 FZ1273
 FZ1273.Superseded values are not recommended for survey control.
 FZ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1273.See file dsdata.txt to determine how the superseded data were derived.
 FZ1273
 FZ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA242934(NAD 83)
 FZ1273_MARKER: DR = REFERENCE MARK DISK
 FZ1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1273_STAMPING: BELFAST NO 1 1963
 FZ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1273+STABILITY: SURFACE MOTION
 FZ1273
 FZ1273  HISTORY     - Date     Condition        Report By
 FZ1273  HISTORY     - 1963     MONUMENTED       CGS
 FZ1273
 FZ1273                          STATION DESCRIPTION
 FZ1273
 FZ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1273'4.8 MI NE FROM ROSEDALE.
 FZ1273'AT THE BELFAST STATION SITE-- 25.15 FEET EAST OF THE STATION, 26.0
 FZ1273'FEET NORTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 624,
 FZ1273'13 FEET NORTHEAST OF POWER LINE POLE NUMBER 592-19, 1 FOOT SOUTH
 FZ1273'OF A WIRE FENCE AND IS SET IN THE TOP OF A CONCRETE POST, FLUSH AND
 FZ1273'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1271 ***********************************************************************
 FZ1271  DESIGNATION -  BELFAST RM 2
 FZ1271  PID         -  FZ1271
 FZ1271  STATE/COUNTY-  VA/RUSSELL
 FZ1271  USGS QUAD   -  SALTVILLE (1978)
 FZ1271
 FZ1271                         *CURRENT SURVEY CONTROL
 FZ1271  ___________________________________________________________________
 FZ1271* NAD 83(1986)-  36 59 03.     (N)    081 51 03.     (W)     SCALED    
 FZ1271* NAVD 88     -       710.646  (meters)    2331.51   (feet)  ADJUSTED  
 FZ1271  ___________________________________________________________________
 FZ1271  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FZ1271  DYNAMIC HT  -         710.009 (meters)    2329.42  (feet)  COMP
 FZ1271  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 FZ1271
 FZ1271  VERT ORDER  -  SECOND    CLASS 0
 FZ1271
 FZ1271.The horizontal coordinates were scaled from a topographic map and have
 FZ1271.an estimated accuracy of +/- 6 seconds.
 FZ1271
 FZ1271.The orthometric height was determined by differential leveling
 FZ1271.and adjusted by the National Geodetic Survey in June 1991..
 FZ1271
 FZ1271.The geoid height was determined by GEOID03.
 FZ1271
 FZ1271.The dynamic height is computed by dividing the NAVD 88
 FZ1271.geopotential number by the normal gravity value computed on the
 FZ1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1271.degrees latitude (g = 980.6199 gals.).
 FZ1271
 FZ1271.The modeled gravity was interpolated from observed gravity values.
 FZ1271
 FZ1271;                    North         East    Units  Estimated Accuracy
 FZ1271;SPC VA S     - 1,077,520.    3,201,750.      MT  (+/- 180 meters Scaled)
 FZ1271
 FZ1271                          SUPERSEDED SURVEY CONTROL
 FZ1271
 FZ1271  NGVD 29 (??/??/92)  710.778  (m)         2331.94   (f) ADJ UNCH    2 0
 FZ1271
 FZ1271.Superseded values are not recommended for survey control.
 FZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1271.See file dsdata.txt to determine how the superseded data were derived.
 FZ1271
 FZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA242934(NAD 83)
 FZ1271_MARKER: DR = REFERENCE MARK DISK
 FZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1271_STAMPING: BELFAST NO 2 1963
 FZ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1271+STABILITY: SURFACE MOTION
 FZ1271
 FZ1271  HISTORY     - Date     Condition        Report By
 FZ1271  HISTORY     - 1963     MONUMENTED       CGS
 FZ1271
 FZ1271                          STATION DESCRIPTION
 FZ1271
 FZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ1271'4.8 MI NE FROM ROSEDALE.
 FZ1271'AT THE BELFAST STATION SITE-- 26.97 FEET WEST OF THE STATION
 FZ1271'MARK, 34 FEET NORTHWEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FZ1271'624, 1 FOOT SOUTH OF A WIRE FENCE AND IS SET IN THE TOP OF A
 FZ1271'CONCRETE POST, FLUSH AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 FZ1271'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3333 ***********************************************************************
 FX3333  DESIGNATION -  BELFRY
 FX3333  PID         -  FX3333
 FX3333  STATE/COUNTY-  VA/C OF NORFOLK
 FX3333  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3333
 FX3333                         *CURRENT SURVEY CONTROL
 FX3333  ___________________________________________________________________
 FX3333* NAD 83(1993)-  36 50 41.00053(N)    076 16 14.39734(W)     ADJUSTED  
 FX3333* NAVD 88     -                                                        
 FX3333  ___________________________________________________________________
 FX3333  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 FX3333  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 FX3333
 FX3333  HORZ ORDER  -  THIRD
 FX3333
 FX3333.The horizontal coordinates were established by classical geodetic methods
 FX3333.and adjusted by the National Geodetic Survey in September 1995..
 FX3333
 FX3333
 FX3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3333
 FX3333.The geoid height was determined by GEOID03.
 FX3333
 FX3333;                    North         East     Units Scale Factor Converg.
 FX3333;SPC VA S     - 1,059,098.760 3,698,818.421   MT  0.99998675   +1 21 10.9
 FX3333;SPC VA S     - 3,474,726.52 12,135,206.77   sFT  0.99998675   +1 21 10.9
 FX3333;UTM  18      - 4,078,400.520   386,709.025   MT  0.99975812   -0 45 43.3
 FX3333
 FX3333                          SUPERSEDED SURVEY CONTROL
 FX3333
 FX3333  NAD 83(1986)-  36 50 41.00629(N)    076 16 14.43275(W) AD(       ) 4
 FX3333  NAD 27      -  36 50 40.47600(N)    076 16 15.64900(W) AD(       ) 3
 FX3333
 FX3333.Superseded values are not recommended for survey control.
 FX3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3333.See file dsdata.txt to determine how the superseded data were derived.
 FX3333
 FX3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8670978401(NAD 83)
 FX3333
 FX3333  HISTORY     - Date     Condition        Report By
 FX3333  HISTORY     - UNK      MONUMENTED
 FX3333  HISTORY     - 1954     GOOD             AMS
 FX3333
 FX3333                          STATION DESCRIPTION
 FX3333
 FX3333'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3333'STATION RECOVERED IN GOOD CONDITION FROM PLOT ON TRIANGULATION
 FX3333'SHEET NO. 452 U.S.C. AND G.S.  THIS MARK NOT PINPRICKED DUE
 FX3333'TO PROXIMITY OF OTHER HORIZONTAL CONTROL IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5101 ***********************************************************************
 GV5101  DESIGNATION -  BELL
 GV5101  PID         -  GV5101
 GV5101  STATE/COUNTY-  VA/KING AND QUEEN
 GV5101  USGS QUAD   -  KING WILLIAM (1984)
 GV5101
 GV5101                         *CURRENT SURVEY CONTROL
 GV5101  ___________________________________________________________________
 GV5101* NAD 83(1993)-  37 43 29.43055(N)    077 01 59.94107(W)     ADJUSTED  
 GV5101* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5101  ___________________________________________________________________
 GV5101  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 GV5101  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV5101
 GV5101  HORZ ORDER  -  THIRD
 GV5101
 GV5101.The horizontal coordinates were established by classical geodetic methods
 GV5101.and adjusted by the National Geodetic Survey in November 1994..
 GV5101
 GV5101.The orthometric height was scaled from a topographic map.
 GV5101
 GV5101.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5101
 GV5101.The geoid height was determined by GEOID03.
 GV5101
 GV5101;                    North         East     Units Scale Factor Converg.
 GV5101;SPC VA S     - 1,155,429.505 3,629,292.470   MT  0.99996480   +0 53 24.6
 GV5101;SPC VA S     - 3,790,771.63 11,907,103.71   sFT  0.99996480   +0 53 24.6
 GV5101;UTM  18      - 4,177,232.348   320,805.703   MT  0.99999552   -1 14 40.0
 GV5101
 GV5101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5101!SPC VA S     -   1.00000517  x   0.99996480  =   0.99996997
 GV5101!UTM  18      -   1.00000517  x   0.99999552  =   1.00000069
 GV5101
 GV5101|---------------------------------------------------------------------|
 GV5101| PID    Reference Object                     Distance      Geod. Az  |
 GV5101|                                                           dddmmss.s |
 GV5101| DC5126 BELL RM 2                             9.076 METERS 02406     |
 GV5101| DC5127 BELL RM 3                            23.006 METERS 03347     |
 GV5101| DC5128 BELL RM 4                            19.221 METERS 05126     |
 GV5101| GV5103 BRIDGE                              APPROX. 0.8 KM 0981413.3 |
 GV5101| GV5105 CAMP                                455.709 METERS 2261003.8 |
 GV5101| GV5112 HOUSE                               APPROX. 0.5 KM 3131955.1 |
 GV5101| DC5125 BELL RM 1                            22.121 METERS 32152     |
 GV5101|---------------------------------------------------------------------|
 GV5101
 GV5101                          SUPERSEDED SURVEY CONTROL
 GV5101
 GV5101  NAD 83(1986)-  37 43 29.43305(N)    077 01 59.95938(W) AD(       ) 3
 GV5101  NAD 27      -  37 43 28.93200(N)    077 02 01.08900(W) AD(       ) 3
 GV5101
 GV5101.Superseded values are not recommended for survey control.
 GV5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5101.See file dsdata.txt to determine how the superseded data were derived.
 GV5101
 GV5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2080677232(NAD 83)
 GV5101_MARKER: N = NAIL
 GV5101_SETTING: 0 = UNSPECIFIED SETTING
 GV5101
 GV5101  HISTORY     - Date     Condition        Report By
 GV5101  HISTORY     - 1912     MONUMENTED       CGS
 GV5101  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5101  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5101  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5101
 GV5101                          STATION DESCRIPTION
 GV5101
 GV5101'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5101'STATION IS ONE HALF MILE ABOVE THE SWING BRIDGE ON UPPER SIDE OF
 GV5101'WALKERTON.  ON LEFT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5101'40 METERS ABOVE POINT OF WOODS, AND 9 METERS OUT FROM WOODS
 GV5101'ON VERY SOFT GROUND.
 GV5101'
 GV5101'STATION IS MARKED BY A VERY LARGE STAKE WITH NAIL 3 INCHES
 GV5101'ABOVE GROUND, 2 FEET UNDER AT LOW WATER.
 GV5101'
 GV5101'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON A 7-INCH
 GV5101'GUM AT EDGE OF WOODS, DISTANT 22.121 METERS, 223 DEG 37 MIN
 GV5101'35 SEC TO RIGHT OF LINE TO STATION BRIDGE.
 GV5101'
 GV5101'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE ON 8-INCH GUM, DISTANT
 GV5101'9.076 METERS, 285 DEG 51 MIN 43.0 SEC TO RIGHT OF LINE TO
 GV5101'STATION BRIDGE.
 GV5101'
 GV5101'REFERENCE MARK NO. 3 IS A STANDING IRON PIPE WITH CAP SET IN
 GV5101'CEMENT IN WOODS, DISTANT 23.006 METERS, 295 DEG 32 MIN 19.0
 GV5101'SEC TO RIGHT OF LINE TO STATION BRIDGE.
 GV5101'
 GV5101'REFERENCE MARK NO. 4 IS NAIL IN TRIANGLE CUT ON A 9-INCH
 GV5101'GUM, DISTANT 19.221 METES, 313 DEG 12 MIN 07.0 SEC TO RIGHT
 GV5101'OF LINE TO STATION BRIDGE.
 GV5101
 GV5101                          STATION RECOVERY (1995)
 GV5101
 GV5101'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5101'MARK NOT FOUND.
 GV5101
 GV5101                          STATION RECOVERY (2000)
 GV5101
 GV5101'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5101'MARK NOT FOUND.
 GV5101
 GV5101                          STATION RECOVERY (2004)
 GV5101
 GV5101'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4900 ***********************************************************************
 GV4900  DESIGNATION -  BELL 1912
 GV4900  PID         -  GV4900
 GV4900  STATE/COUNTY-  VA/NEW KENT
 GV4900  USGS QUAD   -  NEW KENT (1978)
 GV4900
 GV4900                         *CURRENT SURVEY CONTROL
 GV4900  ___________________________________________________________________
 GV4900* NAD 83(1993)-  37 34 25.86010(N)    076 57 38.42687(W)     ADJUSTED  
 GV4900* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4900  ___________________________________________________________________
 GV4900  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GV4900  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GV4900
 GV4900  HORZ ORDER  -  THIRD
 GV4900
 GV4900.The horizontal coordinates were established by classical geodetic methods
 GV4900.and adjusted by the National Geodetic Survey in November 1994..
 GV4900
 GV4900.The orthometric height was scaled from a topographic map.
 GV4900
 GV4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4900
 GV4900.The geoid height was determined by GEOID03.
 GV4900
 GV4900;                    North         East     Units Scale Factor Converg.
 GV4900;SPC VA S     - 1,138,775.837 3,635,968.836   MT  0.99995187   +0 56 03.3
 GV4900;SPC VA S     - 3,736,133.73 11,929,007.76   sFT  0.99995187   +0 56 03.3
 GV4900;UTM  18      - 4,160,341.383   326,857.944   MT  0.99996927   -1 11 45.2
 GV4900
 GV4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4900!SPC VA S     -   1.00000542  x   0.99995187  =   0.99995729
 GV4900!UTM  18      -   1.00000542  x   0.99996927  =   0.99997469
 GV4900
 GV4900|---------------------------------------------------------------------|
 GV4900| PID    Reference Object                     Distance      Geod. Az  |
 GV4900|                                                           dddmmss.s |
 GV4900| GV4896 ASH                                 234.577 METERS 03149     |
 GV4900| GV5001 WEST                                APPROX. 0.5 KM 1473745.9 |
 GV4900| GV5002 WHALE                               APPROX. 0.8 KM 3323808.6 |
 GV4900| GV4982 SLIP                                APPROX. 0.5 KM 3541701.2 |
 GV4900|---------------------------------------------------------------------|
 GV4900
 GV4900                          SUPERSEDED SURVEY CONTROL
 GV4900
 GV4900  NAD 83(1986)-  37 34 25.86156(N)    076 57 38.44265(W) AD(       ) 3
 GV4900  NAD 27      -  37 34 25.32500(N)    076 57 39.55900(W) AD(       ) 3
 GV4900
 GV4900.Superseded values are not recommended for survey control.
 GV4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4900.See file dsdata.txt to determine how the superseded data were derived.
 GV4900
 GV4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2685860341(NAD 83)
 GV4900_MARKER: Z = SEE DESCRIPTION
 GV4900_SETTING: 0 = UNSPECIFIED SETTING
 GV4900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4900
 GV4900  HISTORY     - Date     Condition        Report By
 GV4900  HISTORY     - 1912     MONUMENTED       CGS
 GV4900  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4900  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4900  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4900
 GV4900                          STATION DESCRIPTION
 GV4900
 GV4900'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4900'STATION IS ON THE DOWN SIDE OF BELL THOROUGHFARE, 75 METERS
 GV4900'BELOW THE MOUTH, 2 METERS BACK FROM EDGE OF FLAGS WHERE MUD
 GV4900'IS 7 FEET DEEP, ABOUT 90 METERS OUT FROM WOODS LINE.
 GV4900'
 GV4900'STATION IS MARKED BY A 2- BY 3-INCH HEART PINE STAKE 3 FEET
 GV4900'10 INCHES LONG, STANDING 4 INCHES ABOVE SURFACE, NOT OTHERWISE
 GV4900'MARKED.
 GV4900
 GV4900                          STATION RECOVERY (2000)
 GV4900
 GV4900'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4900'MARK NOT FOUND.
 GV4900
 GV4900                          STATION RECOVERY (2001)
 GV4900
 GV4900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4900
 GV4900                          STATION RECOVERY (2005)
 GV4900
 GV4900'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4692 ***********************************************************************
 GV4692  DESIGNATION -  BELL ROCK LIGHTHOUSE
 GV4692  PID         -  GV4692
 GV4692  STATE/COUNTY-  VA/KING AND QUEEN
 GV4692  USGS QUAD   -  TOANO (1986)
 GV4692
 GV4692                         *CURRENT SURVEY CONTROL
 GV4692  ___________________________________________________________________
 GV4692* NAD 83(1993)-  37 29 02.13589(N)    076 44 59.37227(W)     ADJUSTED  
 GV4692* NAVD 88     -                                                        
 GV4692  ___________________________________________________________________
 GV4692  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GV4692  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 GV4692
 GV4692  HORZ ORDER  -  THIRD
 GV4692
 GV4692.The horizontal coordinates were established by classical geodetic methods
 GV4692.and adjusted by the National Geodetic Survey in September 1995..
 GV4692
 GV4692
 GV4692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4692
 GV4692.The geoid height was determined by GEOID03.
 GV4692
 GV4692;                    North         East     Units Scale Factor Converg.
 GV4692;SPC VA S     - 1,129,122.158 3,654,776.113   MT  0.99994746   +1 03 44.0
 GV4692;SPC VA S     - 3,704,461.61 11,990,711.30   sFT  0.99994746   +1 03 44.0
 GV4692;UTM  18      - 4,149,995.982   345,293.337   MT  0.99989482   -1 03 54.2
 GV4692
 GV4692                          SUPERSEDED SURVEY CONTROL
 GV4692
 GV4692  NAD 83(1993)-  37 29 02.13644(N)    076 44 59.37180(W) AD(       ) 4
 GV4692  NAD 83(1986)-  37 29 02.13857(N)    076 44 59.38835(W) AD(       ) 4
 GV4692  NAD 27      -  37 29 01.61500(N)    076 45 00.52100(W) AD(       ) 3
 GV4692
 GV4692.Superseded values are not recommended for survey control.
 GV4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4692.See file dsdata.txt to determine how the superseded data were derived.
 GV4692
 GV4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4529349996(NAD 83)
 GV4692_MARKER: 13 = LIGHTHOUSE
 GV4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4692+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 GV4692
 GV4692  HISTORY     - Date     Condition        Report By
 GV4692  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4692  HISTORY     - 1918     GOOD             CGS
 GV4692  HISTORY     - 1944     GOOD             CGS
 GV4692  HISTORY     - 1951     GOOD             CGS
 GV4692  HISTORY     - 19941213 GOOD             USPSQD
 GV4692  HISTORY     - 20000219 GOOD             USPSQD
 GV4692  HISTORY     - 20041116 GOOD             USPSQD
 GV4692
 GV4692                          STATION DESCRIPTION
 GV4692
 GV4692'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4692'STATION RECOVERED.
 GV4692
 GV4692                          STATION RECOVERY (1944)
 GV4692
 GV4692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4692'STATION RECOVERED.  A WHITE STRUCTURE IN CENTER OF YORK RIVER
 GV4692'TO E OF TERRAPIN POINT.  A FLASHING LIGHT ON TOP.  STATION IS
 GV4692'IN GOOD CONDITION.  IT WAS REBUILT IN 1928.
 GV4692
 GV4692                          STATION RECOVERY (1951)
 GV4692
 GV4692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4692'NO PREVIOUS DESCRIPTION.  STATION RECOVERED IN GOOD CONDITION.
 GV4692
 GV4692                          STATION RECOVERY (1994)
 GV4692
 GV4692'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4692'RECOVERED IN GOOD CONDITION.
 GV4692
 GV4692                          STATION RECOVERY (2000)
 GV4692
 GV4692'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4692'RECOVERED IN GOOD CONDITION.
 GV4692
 GV4692                          STATION RECOVERY (2004)
 GV4692
 GV4692'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9987 ***********************************************************************
 DG9987  DESIGNATION -  BELLE
 DG9987  PID         -  DG9987
 DG9987  STATE/COUNTY-  VA/KING GEORGE
 DG9987  USGS QUAD   -  DAHLGREN (1983)
 DG9987
 DG9987                         *CURRENT SURVEY CONTROL
 DG9987  ___________________________________________________________________
 DG9987* NAD 83(1993)-  38 18 00.35639(N)    077 04 54.21936(W)     ADJUSTED  
 DG9987* NAVD 88     -        33.3    (meters)     109.     (feet)  GPS OBS   
 DG9987  ___________________________________________________________________
 DG9987  X           -   1,120,454.616 (meters)                     COMP
 DG9987  Y           -  -4,885,002.307 (meters)                     COMP
 DG9987  Z           -   3,931,639.440 (meters)                     COMP
 DG9987  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 DG9987  ELLIP HEIGHT-           0.07  (meters)          (04/27/05) GPS OBS
 DG9987  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DG9987
 DG9987  HORZ ORDER  -  FIRST
 DG9987  ELLP ORDER  -  FOURTH    CLASS I
 DG9987
 DG9987.The horizontal coordinates were established by GPS observations
 DG9987.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9987
 DG9987.The orthometric height was determined by GPS observations and a
 DG9987.high-resolution geoid model.
 DG9987
 DG9987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9987
 DG9987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9987
 DG9987.The ellipsoidal height was determined by GPS observations
 DG9987.and is referenced to NAD 83.
 DG9987
 DG9987.The geoid height was determined by GEOID03.
 DG9987
 DG9987;                    North         East     Units Scale Factor Converg.
 DG9987;SPC VA N     - 2,071,267.822 3,624,051.561   MT  0.99996364   +0 53 06.6
 DG9987;SPC VA N     - 6,795,484.51 11,889,909.16   sFT  0.99996364   +0 53 06.6
 DG9987;UTM  18      - 4,241,162.531   317,967.820   MT  1.00000810   -1 17 26.0
 DG9987
 DG9987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9987!SPC VA N     -   0.99999999  x   0.99996364  =   0.99996363
 DG9987!UTM  18      -   0.99999999  x   1.00000810  =   1.00000809
 DG9987
 DG9987                          SUPERSEDED SURVEY CONTROL
 DG9987
 DG9987.No superseded survey control is available for this station.
 DG9987
 DG9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1796841163(NAD 83)
 DG9987_MARKER: DD = SURVEY DISK
 DG9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9987_STAMPING: BELLE 2005
 DG9987_MARK LOGO: VA-099
 DG9987_PROJECTION: FLUSH
 DG9987_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9987+STABILITY: SURFACE MOTION
 DG9987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9987+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9987
 DG9987  HISTORY     - Date     Condition        Report By
 DG9987  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9987
 DG9987                          STATION DESCRIPTION
 DG9987
 DG9987'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9987'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9987'10.8 KM (6.7 MILES)  NORTHWEST OF COLONIAL BEACH, AND 9.6 KM (6.0
 DG9987'MILES) NORTHEAST OF KING GEORGE.
 DG9987' 
 DG9987'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 (JAMES
 DG9987'MADISON PARKWAY)  AND SR 218 (WINDSOR ROAD), GO SOUTH ON SR 218 FOR
 DG9987'4.0 KM (2.5 MILES) TO ITS INTERSECTION  WITH BELLE ISLE ROAD.  TURN
 DG9987'RIGHT AND GO WEST ON BELLE ISLE ROAD FOR 0.8 KM (0.5 MILE) TO  THE
 DG9987'STATION ON THE LEFT.  (BELLE ISLE ROAD IS ACROSS FROM SR 613).
 DG9987' 
 DG9987'THE STATION IS 4.9 METERS (16.0 FEET) SOUTH FROM THE CENTERLINE OF A
 DG9987'DIRT/GRAVEL ROAD, 2.0  METERS (6.5 FEET) SOUTHWEST FROM A VEPCO POLE
 DG9987'NUMBERED 11918, 1.5 METERS (5.0 FEET)  SOUTHEAST FROM A PEDESTAL
 DG9987'NUMBERED S-74-2, AND 1.4 METERS (4.5 FEET) NORTH FROM AN  ANCHOR, AND
 DG9987'0.3 METER (1.0 FOOT) NORTH FROM A WITNESS POST. THE STATION IS A
 DG9987'STANDARD  KING GEORGE COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DG9987'POURED IN PLACE CONCRETE  MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH
 DG9987'THE GROUND SURFACE AND STAMPED BELLE 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9856 ***********************************************************************
 HV9856  DESIGNATION -  BELLE 1
 HV9856  PID         -  HV9856
 HV9856  STATE/COUNTY-  VA/FAIRFAX
 HV9856  USGS QUAD   -  ALEXANDRIA (1994)
 HV9856
 HV9856                         *CURRENT SURVEY CONTROL
 HV9856  ___________________________________________________________________
 HV9856* NAD 83(1986)-  38 47 09.     (N)    077 04 11.     (W)     SCALED    
 HV9856* NAVD 88     -        30.770  (meters)     100.95   (feet)  ADJUSTED  
 HV9856  ___________________________________________________________________
 HV9856  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV9856  DYNAMIC HT  -          30.753 (meters)     100.90  (feet)  COMP
 HV9856  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 HV9856
 HV9856  VERT ORDER  -  THIRD
 HV9856
 HV9856.The horizontal coordinates were scaled from a topographic map and have
 HV9856.an estimated accuracy of +/- 6 seconds.
 HV9856
 HV9856.The orthometric height was determined by differential leveling
 HV9856.and adjusted by the National Geodetic Survey in September 2004..
 HV9856
 HV9856.The geoid height was determined by GEOID03.
 HV9856
 HV9856.The dynamic height is computed by dividing the NAVD 88
 HV9856.geopotential number by the normal gravity value computed on the
 HV9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9856.degrees latitude (g = 980.6199 gals.).
 HV9856
 HV9856.The modeled gravity was interpolated from observed gravity values.
 HV9856
 HV9856;                    North         East    Units  Estimated Accuracy
 HV9856;SPC VA N     - 2,125,200.    3,624,260.      MT  (+/- 180 meters Scaled)
 HV9856
 HV9856                          SUPERSEDED SURVEY CONTROL
 HV9856
 HV9856.No superseded survey control is available for this station.
 HV9856
 HV9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH202950(NAD 83)
 HV9856_MARKER: DD = SURVEY DISK
 HV9856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9856_SP_SET: CONCRETE POST
 HV9856_STAMPING: BELLE NO. 1 1986
 HV9856_MARK LOGO: VA-059
 HV9856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9856+STABILITY: SURFACE MOTION
 HV9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9856+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9856
 HV9856  HISTORY     - Date     Condition        Report By
 HV9856  HISTORY     - 1986     MONUMENTED       VA-059
 HV9856  HISTORY     - 19900115 GOOD             RDA
 HV9856
 HV9856                          STATION DESCRIPTION
 HV9856
 HV9856'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9856'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9856'1.0 MILE SOUTH OF THE VILLAGE OF ALEXANDRIA.  TO REACH THE STATION
 HV9856'FROM THE INTERSECTION OF ROUTE 1 AND HUNTINGTON AVENUE PROCEED SOUTH
 HV9856'ON ROUTE 1 FOR 0.5 MILES TO THE MONUMENT ON THE RIGHT IN THE MEDIAN
 HV9856'BETWEEN ROUTE 1 AND A SERVICE ROAD AT BELLHAVEN TOWERS, IN TOP OF A
 HV9856'CONCRETE MONUMENT FLUSH WITH THE GROUND, 16.86 FEET NORTHEAST OF A
 HV9856'P.K. NAIL IN CURB JOINT AND 25.55 FEET SOUTHWEST FROM A P.K. NAIL
 HV9856'IN POLE NUMBER GK85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8337 ***********************************************************************
 HV8337  DESIGNATION -  BELLE HAVEN
 HV8337  PID         -  HV8337
 HV8337  STATE/COUNTY-  VA/FAIRFAX
 HV8337  USGS QUAD   -  ALEXANDRIA (1994)
 HV8337
 HV8337                         *CURRENT SURVEY CONTROL
 HV8337  ___________________________________________________________________
 HV8337* NAD 83(1993)-  38 47 10.42030(N)    077 03 36.66370(W)     ADJUSTED  
 HV8337* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 HV8337  ___________________________________________________________________
 HV8337  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 HV8337  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV8337
 HV8337  HORZ ORDER  -  SECOND
 HV8337
 HV8337.The horizontal coordinates were established by classical geodetic methods
 HV8337.and adjusted by the National Geodetic Survey in November 1994..
 HV8337
 HV8337.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8337
 HV8337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8337
 HV8337.The geoid height was determined by GEOID03.
 HV8337
 HV8337;                    North         East     Units Scale Factor Converg.
 HV8337;SPC VA N     - 2,125,251.538 3,625,089.445   MT  0.99995271   +0 53 55.0
 HV8337;SPC VA N     - 6,972,596.09 11,893,314.29   sFT  0.99995271   +0 53 55.0
 HV8337;SPC MD       -   124,277.526   394,771.050   MT  0.99995106   -0 02 16.0
 HV8337;SPC MD       -   407,733.85  1,295,178.02   sFT  0.99995106   -0 02 16.0
 HV8337;UTM  18      - 4,295,070.195   321,061.079   MT  0.99999430   -1 17 27.2
 HV8337
 HV8337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8337!SPC VA N     -   1.00000244  x   0.99995271  =   0.99995515
 HV8337!SPC MD       -   1.00000244  x   0.99995106  =   0.99995350
 HV8337!UTM  18      -   1.00000244  x   0.99999430  =   0.99999674
 HV8337
 HV8337                          SUPERSEDED SURVEY CONTROL
 HV8337
 HV8337  NAD 83(1993)-  38 47 10.41916(N)    077 03 36.66730(W) AD(       ) 2
 HV8337  NAD 83(1986)-  38 47 10.41879(N)    077 03 36.67792(W) AD(       ) 2
 HV8337  NGVD 29 (01/12/90)   16.9    (m)           55.     (f) VERT ANG       
 HV8337
 HV8337.Superseded values are not recommended for survey control.
 HV8337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8337.See file dsdata.txt to determine how the superseded data were derived.
 HV8337
 HV8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2106195070(NAD 83)
 HV8337_MARKER: DD = SURVEY DISK
 HV8337_SETTING: 0 = UNSPECIFIED SETTING
 HV8337_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8337
 HV8337  HISTORY     - Date     Condition        Report By
 HV8337  HISTORY     - 1975     MONUMENTED       VA-059
 HV8337
 HV8337                          STATION DESCRIPTION
 HV8337
 HV8337'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8337'THE STATION IS LOCATED ABOUT 6.84 MILES EAST OF SPRINGFIELD, 5.68
 HV8337'SOUTHEAST OF BAILEYS CROSS ROADS AND 1.16 MILES NORTHEAST OF PENN DAW
 HV8337'OFF OF FORT HUNT ROAD ON THE PROPERTY OF THE BELLE HAVEN COUNTRY
 HV8337'CLUB. SEE FAIRFAX TAX MAP 83-4 ADDRESS 6023.
 HV8337'
 HV8337'TO REACH THE STATION FROM THE INTERSECTION OF NORTH KINGS HIGHWAY,
 HV8337'ROUTE 241, AND RICHMOND HIGHWAY, US ROUTE 1, PROCEED NORTH ON
 HV8337'RICHMOND HIGHWAY FOR 1.2 MILES TO THE INTERSECTION WITH FORT HUNT
 HV8337'ROAD, ROUTE 629. TURN RIGHT, SOUTH ONTO FORT HUNT ROAD AND FOLLOW
 HV8337'SAME FOR 0.35 MILES TO THE ENTRANCE TO BEILLE HAVEN COUNTRY CLUB ON
 HV8337'THE LEFT. STATION BELLE HAVEN IS LOCATED IN A CONCRETE SIDEWALK ON
 HV8337'THE GOLF COURSE SIDE OF THE CENTRAL PATIO.  IT IS SOUTH OF THE STEPS
 HV8337'THAT CONNECT A LOWER PATIO TO THE UPPER SECTION AND BACK OF THE CLUB
 HV8337'HOUSE DINING ROOM OR BALL ROOM.
 HV8337'
 HV8337'THE STATION IS A 1-1/2 INCH IN DIAMETER BRASS DISC STAMPED---BELLE
 HV8337'HAVEN 1975--- SET IN A CONCRETE SIDEWALK. LOCATED 102 FEET NE FROM THE
 HV8337'SOUTHERN MOST BACK CORNER OF THE CLUB HOUSE, 20.5 FEET SE FROM THE
 HV8337'MID SECTION CORNER OF THE CLUB HOUSE ADJACENT TO, FROM THE STATION,
 HV8337'AND 12 FEET E FROM THE EAST FACE OF THE PATIO.
 HV8337'
 HV8337'REFERENCE MARK NO. 01 IS THE OUTSIDE CORNER OF A BRICK RETAINING
 HV8337'WALL. THAT WHICH RUNS FROM THE MAIN BUILDING A BRICK RETAINING WALL
 HV8337'LOCATED SE METERS THE FROM  OUTSIDE CORNER OF A BRICK RETAINING WALL
 HV8337'RUNNING AND FROM FROM THE CLUB HOUSE.
 HV8337'
 HV8337'REFERENCE MARK NO. 02 IS THE OUTSIDE CORNER OF A BRICK RETAINING
 HV8337'WALL THAT WHICH RUNS FROM THE GOLF COURSE AREA TOWARDS THE MAIN CLUB
 HV8337'HOUSE A BRICK RETAINING WALL LOCATED 8.70 FEET SW FROM THE OUTSIDE
 HV8337'CORNER OF A BRICK RETAINING WALL THAT, FROM WHICH RUNS FROM THE GOLF
 HV8337'COURSE AREA TOWARDS THE MAIN, AND FROM CLUB HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4735 ***********************************************************************
 HV4735  DESIGNATION -  BELLE HAVEN FAIRFAX CO TANK
 HV4735  PID         -  HV4735
 HV4735  STATE/COUNTY-  VA/FAIRFAX
 HV4735  USGS QUAD   -  ALEXANDRIA (1994)
 HV4735
 HV4735                         *CURRENT SURVEY CONTROL
 HV4735  ___________________________________________________________________
 HV4735* NAD 83(1993)-  38 47 07.14550(N)    077 03 51.80843(W)     ADJUSTED  
 HV4735* NAVD 88     -                                                        
 HV4735  ___________________________________________________________________
 HV4735  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 HV4735  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV4735
 HV4735  HORZ ORDER  -  THIRD
 HV4735
 HV4735.The horizontal coordinates were established by classical geodetic methods
 HV4735.and adjusted by the National Geodetic Survey in November 1994..
 HV4735
 HV4735
 HV4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4735
 HV4735.The geoid height was determined by GEOID03.
 HV4735
 HV4735;                    North         East     Units Scale Factor Converg.
 HV4735;SPC VA N     - 2,125,144.848 3,624,725.566   MT  0.99995266   +0 53 45.6
 HV4735;SPC VA N     - 6,972,246.06 11,892,120.46   sFT  0.99995266   +0 53 45.6
 HV4735;UTM  18      - 4,294,977.480   320,693.375   MT  0.99999592   -1 17 36.6
 HV4735
 HV4735                          SUPERSEDED SURVEY CONTROL
 HV4735
 HV4735  NAD 83(1993)-  38 47 07.14375(N)    077 03 51.81063(W) AD(       ) 4
 HV4735  NAD 83(1986)-  38 47 07.14416(N)    077 03 51.82103(W) AD(       ) 4
 HV4735  NAD 27      -  38 47 06.73528(N)    077 03 52.90148(W) AD(       ) 3
 HV4735
 HV4735.Superseded values are not recommended for survey control.
 HV4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4735.See file dsdata.txt to determine how the superseded data were derived.
 HV4735
 HV4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2069394977(NAD 83)
 HV4735_MARKER: 53 = ELEVATED TANK
 HV4735
 HV4735  HISTORY     - Date     Condition        Report By
 HV4735  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4735  HISTORY     - 1974     GOOD             NGS
 HV4735  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4735
 HV4735                          STATION DESCRIPTION
 HV4735
 HV4735'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4735'THE STATION IS THE TOP CENTER OF THE 93 FOOT, GREEN, ELEVATED BELLE
 HV4735'HAVEN FAIRFAX COUNTY TANK.
 HV4735'
 HV4735'IT IS LOCATED AT 6105 SUMMIT TERRACE.
 HV4735
 HV4735                          STATION RECOVERY (1974)
 HV4735
 HV4735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV4735'STATION RECOVERED AS DESCRIBED BY JBJ IN 1969.
 HV4735
 HV4735                          STATION RECOVERY (1997)
 HV4735
 HV4735'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2215 ***********************************************************************
 HV2215  DESIGNATION -  BELLEWOOD
 HV2215  PID         -  HV2215
 HV2215  STATE/COUNTY-  VA/FAIRFAX
 HV2215  USGS QUAD   -  ALEXANDRIA (1994)
 HV2215
 HV2215                         *CURRENT SURVEY CONTROL
 HV2215  ___________________________________________________________________
 HV2215* NAD 83(1993)-  38 47 31.70154(N)    077 04 30.02756(W)     ADJUSTED  
 HV2215* NAVD 88     -        49.336  (meters)     161.86   (feet)  ADJUSTED  
 HV2215  ___________________________________________________________________
 HV2215  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HV2215  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2215  DYNAMIC HT  -          49.309 (meters)     161.77  (feet)  COMP
 HV2215  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 HV2215
 HV2215  HORZ ORDER  -  THIRD
 HV2215  VERT ORDER  -  SECOND    CLASS 0
 HV2215
 HV2215.The horizontal coordinates were established by classical geodetic methods
 HV2215.and adjusted by the National Geodetic Survey in November 1994..
 HV2215
 HV2215.The orthometric height was determined by differential leveling
 HV2215.and adjusted by the National Geodetic Survey in June 1991..
 HV2215
 HV2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2215
 HV2215.The geoid height was determined by GEOID03.
 HV2215
 HV2215.The dynamic height is computed by dividing the NAVD 88
 HV2215.geopotential number by the normal gravity value computed on the
 HV2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2215.degrees latitude (g = 980.6199 gals.).
 HV2215
 HV2215.The modeled gravity was interpolated from observed gravity values.
 HV2215
 HV2215;                    North         East     Units Scale Factor Converg.
 HV2215;SPC VA N     - 2,125,887.574 3,623,791.533   MT  0.99995302   +0 53 21.7
 HV2215;SPC VA N     - 6,974,682.82 11,889,056.05   sFT  0.99995302   +0 53 21.7
 HV2215;UTM  18      - 4,295,755.384   319,788.360   MT  0.99999993   -1 18 01.2
 HV2215
 HV2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2215!SPC VA N     -   0.99999731  x   0.99995302  =   0.99995033
 HV2215!UTM  18      -   0.99999731  x   0.99999993  =   0.99999724
 HV2215
 HV2215|---------------------------------------------------------------------|
 HV2215| PID    Reference Object                     Distance      Geod. Az  |
 HV2215|                                                           dddmmss.s |
 HV2215| HV2216 BELLEWOOD RM 1                       15.541 METERS 01640     |
 HV2215| HV2217 BELLEWOOD RM 2                       31.839 METERS 09945     |
 HV2215| HV2214 BELLEWOOD AZ MK                                    1990312.4 |
 HV2215|---------------------------------------------------------------------|
 HV2215
 HV2215                          SUPERSEDED SURVEY CONTROL
 HV2215
 HV2215  NAD 83(1993)-  38 47 31.69985(N)    077 04 30.03002(W) AD(       ) 3
 HV2215  NAD 83(1986)-  38 47 31.70005(N)    077 04 30.03972(W) AD(       ) 3
 HV2215  NAD 27      -  38 47 31.29241(N)    077 04 31.11778(W) AD(       ) 3
 HV2215  NGVD 29 (??/??/??)   49.595  (m)          162.71   (f) ADJUSTED    2 0
 HV2215
 HV2215.Superseded values are not recommended for survey control.
 HV2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2215.See file dsdata.txt to determine how the superseded data were derived.
 HV2215
 HV2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1978895755(NAD 83)
 HV2215_MARKER: DS = TRIANGULATION STATION DISK
 HV2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2215_STAMPING: BELLEWOOD 1957
 HV2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2215+STABILITY: SURFACE MOTION
 HV2215
 HV2215  HISTORY     - Date     Condition        Report By
 HV2215  HISTORY     - 1957     MONUMENTED       CGS
 HV2215  HISTORY     - 1960     GOOD             CGS
 HV2215  HISTORY     - 1980     GOOD             USE
 HV2215
 HV2215                          STATION DESCRIPTION
 HV2215
 HV2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV2215'THE STATION IS APPROXIMATELY 2.0 MILES WEST OF JONES POINT,
 HV2215'1-1/2 MILES SOUTH-SOUTHWEST OF THE GEORGE WASHINGTON MASONIC
 HV2215'MEMORIAL IN ALEXANDRIA AND 0.3 MILES SOUTH OF HUNTING CREEK AT
 HV2215'THE FAIRFAX HYDRAULICS INC. PLANT NO. 2 AND ON THE PROPERTY OF
 HV2215'MR. VRANICH OF ALEXANDRIA.
 HV2215'
 HV2215'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 236 AND STATE
 HV2215'HIGHWAY 241 IN ALEXANDRIA GO WEST ON 241 FOR 0.6 MILE TO A
 HV2215'FIVE WAY INTERSECTION, TURN LEFT ON 241 AND GO UPHILL 0.55 MILE
 HV2215'TO THE BELLEWOOD ESTATE ON THE LEFT, TURN LEFT ON DRIVE BETWEEN
 HV2215'BRICK PILLARS, THEN SHARP LEFT THROUGH IRON GATE ONTO FIELD
 HV2215'ROAD, CONTINUE NORTH AND EAST ON FIELD ROAD, THROUGH DRAW TO A
 HV2215'LARGE, CIRCULAR TANK AND STATION.
 HV2215'
 HV2215'STATION MARKS ARE STANDARD DISKS STAMPED BELLEWOOD 1957.  THE
 HV2215'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV2215'SURFACE OF THE GROUND.  IT IS 41 FEET NORTHWEST OF THE NORTHWEST
 HV2215'CORNER OF BRICK BUILDING, 23-1/2 FEET W OF THE W SIDE OF WATER
 HV2215'TANK AND 52-1/2 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 HV2215'BRICK BUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV2215'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HV2215'
 HV2215'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELLEWOOD NO 1 1957,
 HV2215'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV2215'GROUND.  IT IS 9 FEET NORTHWEST OF THE NORTH SIDE OF WATER
 HV2215'TANK AND 27 FEET SOUTHWEST OF FENCE LINE.
 HV2215'
 HV2215'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELLEWOOD NO 2 1957,
 HV2215'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV2215'GROUND.  IT IS 2-1/2 FEET NORTH OF POWER POLE WITH THREE
 HV2215'TRANSFORMERS, 2 FEET WEST OF FENCE LINE AND 39-1/2 FEET EAST OF
 HV2215'THE SOUTHEAST CORNER OF BRICK BUILDING.
 HV2215'
 HV2215'AZIMUTH MARK IS A STANDARD DISK STAMPED BELLEWOOD 1957, SET IN A
 HV2215'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HV2215'IS 42 FEET NORTHEAST OF CENTER OF PAVED ROAD NO. 1601, 47 FEET
 HV2215'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 241 AND 1 FOOT
 HV2215'NORTH-NORTHEAST OF A POWER LINE GUY POLE.  A STANDARD WITNESS
 HV2215'POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 HV2215'
 HV2215'TO REACH THE AZIMUTH MARK FROM THE BELLEWOOD ESTATE ENTRANCE,
 HV2215'GO SOUTH ON 241 FOR 0.1 MILE TO THE JEFFERSON MANOR PHARMACY
 HV2215'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 HV2215'
 HV2215'HEIGHT OF LIGHT ABOVE STATION MARK 26.44 METERS.
 HV2215
 HV2215                          STATION RECOVERY (1960)
 HV2215
 HV2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2215'2 MI S FROM ALEXANDRIA.
 HV2215'ABOUT 0.7 MILE WEST ALONG THE RICHMOND FREDERICKSBURG AND POTOMAC
 HV2215'RAILROAD AND THE SOUTHERN RAILWAY FROM THE R.F. AND P. RR. STATION
 HV2215'AT ALEXANDRIA, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG TELEGRAPH
 HV2215'ROAD, THENCE ABOUT 0.6 MILKE SOUTHEAST ALONG KINGS HIGHWAY
 HV2215'(HIGHWAY 241), THENCE ABOUT 0.15 MILE NORTHEAST ACROSS A SMALL
 HV2215'PASTURE, 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 HV2215'BUILDING, 23 1/2 FEET WEST OF THE WEST SIDE OF A LARGE WATER
 HV2215'TANK, 51.0 FEET SOUTH-SOUTHWES OF RM 1, 104.5 FEET WEST OF RM 2,
 HV2215'AND SET IN TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE
 HV2215'OF THE GROUND.
 HV2215
 HV2215                          STATION RECOVERY (1980)
 HV2215
 HV2215'RECOVERY NOTE BY US ENGINEERS 1980 (TC)
 HV2215'BELLEWOOD 1957 RECOVERED EXCELLENT.
 HV2215'
 HV2215'BELLEWOOD NO 1 1957 RECOVERED EXCELLENT.
 HV2215'
 HV2215'BELLEWOOD NO 2 1957 RECOVERED POOR (DUE TO EROSION).
 HV2215'
 HV2215'NOTE--PROPERTY IS NOW OWNED BY COUNTY OF FAIRFAX NOT MR. URANICH.
 HV2215'BELLEWOOD ESTATE IS NOW CALLED CROSSROADS WHICH IS A FAIRFAX CO.
 HV2215'DRUG ABUSE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2214 ***********************************************************************
 HV2214  DESIGNATION -  BELLEWOOD AZ MK
 HV2214  PID         -  HV2214
 HV2214  STATE/COUNTY-  VA/FAIRFAX
 HV2214  USGS QUAD   -  ALEXANDRIA (1994)
 HV2214
 HV2214                         *CURRENT SURVEY CONTROL
 HV2214  ___________________________________________________________________
 HV2214* NAD 83(1986)-  38 47 20.     (N)    077 04 35.     (W)     SCALED    
 HV2214* NAVD 88     -        51.839  (meters)     170.08   (feet)  ADJUSTED  
 HV2214  ___________________________________________________________________
 HV2214  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2214  DYNAMIC HT  -          51.811 (meters)     169.98  (feet)  COMP
 HV2214  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 HV2214
 HV2214  VERT ORDER  -  SECOND    CLASS 0
 HV2214
 HV2214.The horizontal coordinates were scaled from a topographic map and have
 HV2214.an estimated accuracy of +/- 6 seconds.
 HV2214
 HV2214.The orthometric height was determined by differential leveling
 HV2214.and adjusted by the National Geodetic Survey in June 1991..
 HV2214
 HV2214.The geoid height was determined by GEOID03.
 HV2214
 HV2214.The dynamic height is computed by dividing the NAVD 88
 HV2214.geopotential number by the normal gravity value computed on the
 HV2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2214.degrees latitude (g = 980.6199 gals.).
 HV2214
 HV2214.The modeled gravity was interpolated from observed gravity values.
 HV2214
 HV2214;                    North         East    Units  Estimated Accuracy
 HV2214;SPC VA N     - 2,125,530.    3,623,680.      MT  (+/- 180 meters Scaled)
 HV2214
 HV2214                          SUPERSEDED SURVEY CONTROL
 HV2214
 HV2214  NGVD 29 (??/??/??)   52.098  (m)          170.92   (f) ADJUSTED    2 0
 HV2214
 HV2214.Superseded values are not recommended for survey control.
 HV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2214.See file dsdata.txt to determine how the superseded data were derived.
 HV2214
 HV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH196953(NAD 83)
 HV2214_MARKER: DZ = AZIMUTH MARK DISK
 HV2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2214_STAMPING: BELLEWOOD 1957
 HV2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2214+STABILITY: SURFACE MOTION
 HV2214
 HV2214  HISTORY     - Date     Condition        Report By
 HV2214  HISTORY     - 1957     MONUMENTED       CGS
 HV2214  HISTORY     - 1960     GOOD             CGS
 HV2214
 HV2214                          STATION DESCRIPTION
 HV2214
 HV2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2214'1.4 MI SW FROM ALEXANDRIA.
 HV2214'ABOUT 0.7 MILE WEST ALONG THE RICHMOND FREDERICKSBURG AND POTOMAC
 HV2214'RAILROAD AND THE SOUTHERN RAILWAY FROM THE R.F. AND P. RR.
 HV2214'STATION AT ALEXANDRIA, THENCE ABOUT 0.75 MILES SOUTHWEST ALONG
 HV2214'KINGS HIGHWAY (HIGHWAY 241), 47 FEET NORTHEAST OF THE CENTER LINE
 HV2214'OF KINGS HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF ROAD 1601
 HV2214'LEADING EAST, 1 FOOT NORTH-NORTHEAST OF A POWER LINE GUY POLE,
 HV2214'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 HV2214'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2216 ***********************************************************************
 HV2216  DESIGNATION -  BELLEWOOD RM 1
 HV2216  PID         -  HV2216
 HV2216  STATE/COUNTY-  VA/FAIRFAX
 HV2216  USGS QUAD   -  ALEXANDRIA (1994)
 HV2216
 HV2216                         *CURRENT SURVEY CONTROL
 HV2216  ___________________________________________________________________
 HV2216* NAD 83(1986)-  38 47 31.     (N)    077 04 30.     (W)     SCALED    
 HV2216* NAVD 88     -        49.693  (meters)     163.03   (feet)  ADJUSTED  
 HV2216  ___________________________________________________________________
 HV2216  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2216  DYNAMIC HT  -          49.666 (meters)     162.95  (feet)  COMP
 HV2216  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 HV2216
 HV2216  VERT ORDER  -  SECOND    CLASS 0
 HV2216
 HV2216.The horizontal coordinates were scaled from a topographic map and have
 HV2216.an estimated accuracy of +/- 6 seconds.
 HV2216
 HV2216.The orthometric height was determined by differential leveling
 HV2216.and adjusted by the National Geodetic Survey in June 1991..
 HV2216
 HV2216.The geoid height was determined by GEOID03.
 HV2216
 HV2216.The dynamic height is computed by dividing the NAVD 88
 HV2216.geopotential number by the normal gravity value computed on the
 HV2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2216.degrees latitude (g = 980.6199 gals.).
 HV2216
 HV2216.The modeled gravity was interpolated from observed gravity values.
 HV2216
 HV2216;                    North         East    Units  Estimated Accuracy
 HV2216;SPC VA N     - 2,125,870.    3,623,790.      MT  (+/- 180 meters Scaled)
 HV2216
 HV2216                          SUPERSEDED SURVEY CONTROL
 HV2216
 HV2216  NGVD 29 (??/??/??)   49.953  (m)          163.89   (f) ADJUSTED    2 0
 HV2216
 HV2216.Superseded values are not recommended for survey control.
 HV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2216.See file dsdata.txt to determine how the superseded data were derived.
 HV2216
 HV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH197957(NAD 83)
 HV2216_MARKER: DR = REFERENCE MARK DISK
 HV2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2216_STAMPING: BELLEWOOD NO 1 1957
 HV2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2216+STABILITY: SURFACE MOTION
 HV2216
 HV2216  HISTORY     - Date     Condition        Report By
 HV2216  HISTORY     - 1957     MONUMENTED       CGS
 HV2216  HISTORY     - 1960     GOOD             CGS
 HV2216
 HV2216                          STATION DESCRIPTION
 HV2216
 HV2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2216'2 MI S FROM ALEXANDRIA.
 HV2216'51.0 FEET NORTH-NORTHEAST OF TRIANGULATION STATION BELLEWOOD,
 HV2216'DESCRIBED, 9 FEET NORTHWEST OF THE NORTHWEST SIDE OF A WATER
 HV2216'TANK, 27 FEET SOUTHWEST OF A FENCE LINE LEADING NORTHWEST, AND
 HV2216'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2217 ***********************************************************************
 HV2217  DESIGNATION -  BELLEWOOD RM 2
 HV2217  PID         -  HV2217
 HV2217  STATE/COUNTY-  VA/FAIRFAX
 HV2217  USGS QUAD   -  ALEXANDRIA (1994)
 HV2217
 HV2217                         *CURRENT SURVEY CONTROL
 HV2217  ___________________________________________________________________
 HV2217* NAD 83(1986)-  38 47 31.     (N)    077 04 30.     (W)     SCALED    
 HV2217* NAVD 88     -        49.803  (meters)     163.40   (feet)  ADJUSTED  
 HV2217  ___________________________________________________________________
 HV2217  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2217  DYNAMIC HT  -          49.776 (meters)     163.31  (feet)  COMP
 HV2217  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 HV2217
 HV2217  VERT ORDER  -  SECOND    CLASS 0
 HV2217
 HV2217.The horizontal coordinates were scaled from a topographic map and have
 HV2217.an estimated accuracy of +/- 6 seconds.
 HV2217
 HV2217.The orthometric height was determined by differential leveling
 HV2217.and adjusted by the National Geodetic Survey in June 1991..
 HV2217
 HV2217.The geoid height was determined by GEOID03.
 HV2217
 HV2217.The dynamic height is computed by dividing the NAVD 88
 HV2217.geopotential number by the normal gravity value computed on the
 HV2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2217.degrees latitude (g = 980.6199 gals.).
 HV2217
 HV2217.The modeled gravity was interpolated from observed gravity values.
 HV2217
 HV2217;                    North         East    Units  Estimated Accuracy
 HV2217;SPC VA N     - 2,125,870.    3,623,790.      MT  (+/- 180 meters Scaled)
 HV2217
 HV2217                          SUPERSEDED SURVEY CONTROL
 HV2217
 HV2217  NGVD 29 (??/??/??)   50.062  (m)          164.25   (f) ADJUSTED    2 0
 HV2217
 HV2217.Superseded values are not recommended for survey control.
 HV2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2217.See file dsdata.txt to determine how the superseded data were derived.
 HV2217
 HV2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH197957(NAD 83)
 HV2217_MARKER: DR = REFERENCE MARK DISK
 HV2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2217_STAMPING: BELLEWOOD NO 2 1957
 HV2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2217+STABILITY: SURFACE MOTION
 HV2217
 HV2217  HISTORY     - Date     Condition        Report By
 HV2217  HISTORY     - 1957     MONUMENTED       CGS
 HV2217  HISTORY     - 1960     GOOD             CGS
 HV2217
 HV2217                          STATION DESCRIPTION
 HV2217
 HV2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2217'2 MI S FROM ALEXANDRIA.
 HV2217'104.5 FEET EAST OF TRIANGULATION STATION BELLEWOOD, DESCRIBED,
 HV2217'39 1/2 FEET EAST OF THE SOUTHWEST CORNER OF A BRICK BUILDING,
 HV2217'2 1/2 FEET NORTH OF A PWOER LINE POLE WITH THREE TRANSFORMERS,
 HV2217'AND SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF
 HV2217'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5485 ***********************************************************************
 HV5485  DESIGNATION -  BELLMAN
 HV5485  PID         -  HV5485
 HV5485  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5485  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5485
 HV5485                         *CURRENT SURVEY CONTROL
 HV5485  ___________________________________________________________________
 HV5485* NAD 83(1993)-  38 17 56.24333(N)    077 28 36.94702(W)     ADJUSTED  
 HV5485* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 HV5485  ___________________________________________________________________
 HV5485  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HV5485  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV5485
 HV5485  HORZ ORDER  -  FIRST
 HV5485
 HV5485.The horizontal coordinates were established by classical geodetic methods
 HV5485.and adjusted by the National Geodetic Survey in November 1994..
 HV5485
 HV5485.The orthometric height was scaled from a topographic map.
 HV5485
 HV5485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5485
 HV5485.The geoid height was determined by GEOID03.
 HV5485
 HV5485;                    North         East     Units Scale Factor Converg.
 HV5485;SPC VA N     - 2,070,681.382 3,589,487.668   MT  0.99996375   +0 38 18.7
 HV5485;SPC VA N     - 6,793,560.50 11,776,510.79   sFT  0.99996375   +0 38 18.7
 HV5485;UTM  18      - 4,241,888.355   283,402.189   MT  1.00017781   -1 32 08.6
 HV5485
 HV5485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5485!SPC VA N     -   0.99999824  x   0.99996375  =   0.99996199
 HV5485!UTM  18      -   0.99999824  x   1.00017781  =   1.00017605
 HV5485
 HV5485|---------------------------------------------------------------------|
 HV5485| PID    Reference Object                     Distance      Geod. Az  |
 HV5485|                                                           dddmmss.s |
 HV5485| DC6670 BELLMAN RM 1                         35.677 METERS 06219     |
 HV5485| DC6671 BELLMAN RM 2                         38.552 METERS 11341     |
 HV5485| HV5440 WASHINGTON RICHMOND AWY BN 51       APPROX.10.8 KM 1265220.4 |
 HV5485| HV5489 FREDERICKSBURG COURTLAND TANK       APPROX. 2.7 KM 1942223.0 |
 HV5485| DC6669 BELLMAN AZ MK                                      2323821.0 |
 HV5485|---------------------------------------------------------------------|
 HV5485
 HV5485                          SUPERSEDED SURVEY CONTROL
 HV5485
 HV5485  NAD 83(1993)-  38 17 56.24446(N)    077 28 36.96096(W) AD(       ) 1
 HV5485  NAD 83(1986)-  38 17 56.24408(N)    077 28 36.96058(W) AD(       ) 1
 HV5485  NAD 27      -  38 17 55.78200(N)    077 28 38.01600(W) AD(       ) 1
 HV5485
 HV5485.Superseded values are not recommended for survey control.
 HV5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5485.See file dsdata.txt to determine how the superseded data were derived.
 HV5485
 HV5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8340241888(NAD 83)
 HV5485_MARKER: DS = TRIANGULATION STATION DISK
 HV5485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5485
 HV5485  HISTORY     - Date     Condition        Report By
 HV5485  HISTORY     - 1941     MONUMENTED       CGS
 HV5485  HISTORY     - 1958     GOOD             CGS
 HV5485  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV5485
 HV5485                          STATION DESCRIPTION
 HV5485
 HV5485'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5485'STATION IS IN FREDERICKSBURG ON THE PROPERTY OF M.S. BELLMAN,
 HV5485'0.1 MILE W OF THE W ENTRANCE TO STATE TEACHERS COLLEGE (AVENUE
 HV5485'C OR STATE HIGHWAY 330).  IT IS 33 FEET SSE OF THE PROLONGATION
 HV5485'OF THE CENTER LINE OF STREET LEADING W FROM THE WEST COLLEGE
 HV5485'ENTRANCE, 70 FEET NW OF THE NW CORNER OF A FRAME HOUSE, 47
 HV5485'FEET WNW OF THE CENTER OF THE HOUSE DRIVEWAY AND 56 FEET W
 HV5485'OF A POWER LINE POLE.  IT IS STAMPED BELLMAN 1941 AND PROJECTS
 HV5485'8 INCHES ABOVE THE SURFACE OF THE GROUND.
 HV5485'
 HV5485'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5485'BRONZE DISKS SET IN CONCRETE.
 HV5485'
 HV5485'REFERENCE MARK NO. 1 IS E OF THE STATION, 36 FEET S OF THE
 HV5485'CENTER OF THE STREET AND 11 FEET S OF A POWER LINE POLE.
 HV5485'IT IS STAMPED BELLMAN NO. 1 1941 AND PROJECTS 4 INCHES ABOVE
 HV5485'THE SURFACE OF THE GROUND.
 HV5485'
 HV5485'REFERENCE MARK NO. 2 IS SE OF THE STATION, 2 FEET N OF THE
 HV5485'N SIDE OF A SMALL GARAGE, 10 FEET W OF THE E END OF THE GARAGE
 HV5485'AND 9 FEET E OF THE W END OF THE GARAGE.  IT IS STAMPED
 HV5485'BELLMAN NO. 2 1941 AND PROJECTS 2 INCHES ABOVE THE SURFACE
 HV5485'OF THE GROUND.
 HV5485'
 HV5485'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SW OF THE STATION,
 HV5485'ON A HILLSIDE, 34 FEET W OF THE CENTER OF THE ROAD.  IT IS
 HV5485'STAMPED BELLMAN 1941 AND PROJECTS 4 INCHES ABOVE THE SURFACE
 HV5485'OF THE GROUND.
 HV5485'
 HV5485'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E 0.1 MILE
 HV5485'TO AVENUE C (STATE HIGHWAY 330) TURN RIGHT (S) AND GO 0.2
 HV5485'MILE TO STATE HIGHWAY 3, TURN RIGHT AND FOLLOW STATE HIGHWAY
 HV5485'3 WESTERLY FOR 0.9 MILE TO A GRAVEL ROAD LEFT, TURN LEFT
 HV5485'ON GRAVEL ROAD AND GO 0.25 MILE TO THE MARK ON THE RIGHT.
 HV5485'THIS IS JUST BEFORE REACHING A CURVE IN THE ROAD TO THE W.
 HV5485'
 HV5485'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT EDWARDS.
 HV5485'
 HV5485'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ALVIS ECC.
 HV5485'
 HV5485'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT SCROPE.
 HV5485'
 HV5485'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5485
 HV5485                          STATION RECOVERY (1958)
 HV5485
 HV5485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 HV5485'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  DUE
 HV5485'TO NEW HOUSES IN THE AREA THE STATION MARK IS NOW IN THE
 HV5485'CORNER OF MR. JOE OLLIES FRONT YARD, AT 1302 BRENT STREET.
 HV5485'THE SURFACE MARK HAS BEEN DESTROYED BUT THE UNDERGROUND
 HV5485'MARK WAS RECOVERED AND IS BELIEVED TO BE AT THE ORIGINAL
 HV5485'LOCATION.  THE MARK IS 32.5 FT. N OF THE N CORNER OF THE
 HV5485'OLLIE RESIDENCE, 20.3 FT. SE OF CURB OF BRENT STREET, 18.2
 HV5485'FT. SW OF ANOTHER STREET CURB AND 3 IN. BELOW THE GROUND
 HV5485'SURFACE.
 HV5485'
 HV5485'TO REACH THE STATION FROM THE ENTRANCE OF MARY WASHINGTON
 HV5485'COLLEGE, GO S ON BRENT STREET FOR 0.1 MI. TO CROSSROADS
 HV5485'AND THE STATION IN SE ANGLE.
 HV5485'
 HV5485'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 HV5485
 HV5485                          STATION RECOVERY (1998)
 HV5485
 HV5485'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5515 ***********************************************************************
 HV5515  DESIGNATION -  BELLS
 HV5515  PID         -  HV5515
 HV5515  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV5515  USGS QUAD   -  BELMONT (1983)
 HV5515
 HV5515                         *CURRENT SURVEY CONTROL
 HV5515  ___________________________________________________________________
 HV5515* NAD 83(1993)-  38 11 37.15763(N)    077 47 28.60517(W)     ADJUSTED  
 HV5515* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HV5515  ___________________________________________________________________
 HV5515  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 HV5515  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV5515
 HV5515  HORZ ORDER  -  SECOND
 HV5515
 HV5515.The horizontal coordinates were established by classical geodetic methods
 HV5515.and adjusted by the National Geodetic Survey in November 1994..
 HV5515
 HV5515.The orthometric height was scaled from a topographic map.
 HV5515
 HV5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5515
 HV5515.The geoid height was determined by GEOID03.
 HV5515
 HV5515;                    North         East     Units Scale Factor Converg.
 HV5515;SPC VA N     - 2,058,734.144 3,562,082.508   MT  0.99997558   +0 26 32.4
 HV5515;SPC VA N     - 6,754,363.60 11,686,599.03   sFT  0.99997558   +0 26 32.4
 HV5515;SPC VA S     - 1,206,694.490 3,562,087.119   MT  1.00004931   +0 25 48.5
 HV5515;SPC VA S     - 3,958,963.51 11,686,614.16   sFT  1.00004931   +0 25 48.5
 HV5515;UTM  18      - 4,230,985.095   255,556.015   MT  1.00033596   -1 43 36.3
 HV5515
 HV5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5515!SPC VA N     -   0.99998330  x   0.99997558  =   0.99995888
 HV5515!SPC VA S     -   0.99998330  x   1.00004931  =   1.00003261
 HV5515!UTM  18      -   0.99998330  x   1.00033596  =   1.00031925
 HV5515
 HV5515:                Primary Azimuth Mark                     Grid Az
 HV5515:SPC VA N     -  SPOTSYLVANIA FIRE TOWER                  069 18 25.5
 HV5515:SPC VA S     -  SPOTSYLVANIA FIRE TOWER                  069 19 09.4
 HV5515:UTM  18      -  SPOTSYLVANIA FIRE TOWER                  071 28 34.2
 HV5515
 HV5515|---------------------------------------------------------------------|
 HV5515| PID    Reference Object                     Distance      Geod. Az  |
 HV5515|                                                           dddmmss.s |
 HV5515| HV5513 SPOTSYLVANIA FIRE TOWER             APPROX. 6.2 KM 0694457.9 |
 HV5515| DC6672 BELLS AZ MK                                        0984027.1 |
 HV5515| HV3360 N 113                                37.890 METERS 10132     |
 HV5515| DC6673 BELLS RM 2                           38.207 METERS 21506     |
 HV5515|---------------------------------------------------------------------|
 HV5515
 HV5515                          SUPERSEDED SURVEY CONTROL
 HV5515
 HV5515  NAD 83(1986)-  38 11 37.16157(N)    077 47 28.61794(W) AD(       ) 2
 HV5515  NAD 27      -  38 11 36.67400(N)    077 47 29.64400(W) AD(       ) 2
 HV5515
 HV5515.Superseded values are not recommended for survey control.
 HV5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5515.See file dsdata.txt to determine how the superseded data were derived.
 HV5515
 HV5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5555630985(NAD 83)
 HV5515_MARKER: DS = TRIANGULATION STATION DISK
 HV5515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5515+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2000
 HV5515
 HV5515  HISTORY     - Date     Condition        Report By
 HV5515  HISTORY     - 1942     MONUMENTED       CGS
 HV5515  HISTORY     - 1962     GOOD             CGS
 HV5515  HISTORY     - 19981125 GOOD             USPSQD
 HV5515  HISTORY     - 20000915 GOOD             GEOMET
 HV5515
 HV5515                          STATION DESCRIPTION
 HV5515
 HV5515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5515'STATION IS BY AIR LINE ABOUT 11 MILES W OF SPOTSYLVANIA, ABOUT
 HV5515'15.5 MILES NNE OF MINERAL, AND ABOUT 3.2 MILES SE OF PAYTES POST
 HV5515'OFFICE, ON THE PROPERTY OF MRS. M.H. DICKINSON.  MARK IS IN
 HV5515'THE SW CORNER OF THE INTERSECTION OF STATE HIGHWAY 209 AND COUNTY
 HV5515'HIGHWAY 612, 47 FEET S OF THE CENTER OF STATE HIGHWAY 209 AND
 HV5515'41 FEET W OF THE CENTER OF COUNTY HIGHWAY 612, AND 133 FEET SW
 HV5515'OF THE INTERSECTION OF HIGHWAYS.  MARK PROJECTS 5 INCHES AND IS
 HV5515'STAMPED BELLS 1942.
 HV5515'
 HV5515'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND AZIMUTH MARK
 HV5515'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HV5515'
 HV5515'REFERENCE MARK NO. 1 IS A STANDARD COAST AND GEODETIC SURVEY
 HV5515'BENCH MARK DISK STAMPED N 113 1935, SET IN A ROUND CONCRETE
 HV5515'MONUMENT, PROJECTING 3 INCHES.  IT IS IN THE SE CORNER OF THE
 HV5515'INTERSECTION OF HIGHWAYS, AND 47 FEET SE OF THAT INTERSECTION.
 HV5515'
 HV5515'CENTER OF COUNTY HIGHWAY 612, AND 6 FEET N OF A DRAINAGE
 HV5515'DITCH.  MARK PROJECTS 4 INCHES AND IS STAMPED BELLS R.M. NO. 2
 HV5515'1942.
 HV5515'
 HV5515'AZIMUTH MARK IS 0.3 MILE SE OF STATION, 20 FEET NE OF THE CENTER
 HV5515'OF STATE HIGHWAY 209, AND 150 FEET NW OF POWER AND LIGHT POLE
 HV5515'NO. 260.  MARK PROJECTS 4 INCHES AND IS STAMPED BELLS AZIMUTH
 HV5515'1942.  A SMALL AMOUNT OF CLEARING WILL HAVE TO BE DONE IN
 HV5515'ORDER THAT THE AZIMUTH MARK CAN BE SEEN FROM THE GROUND AT THE
 HV5515'STATION.
 HV5515'
 HV5515'STATION IS REACHED FROM THE SPOTSYLVANIA COURTHOUSE BY GOING
 HV5515'S ON STATE HIGHWAY 51 FOR 4.0 MILES TO SNELL CROSSROADS AND
 HV5515'THE INTERSECTION OF STATE HIGHWAYS 51 AND 209, THENCE RIGHT
 HV5515'(W) ON STATE HIGHWAY 209 FOR 12.75 MILES TO THE INTERSECTION OF
 HV5515'STATE HIGHWAY 209 AND COUNTY HIGHWAY 612 AND THE STATION SITE.
 HV5515'
 HV5515'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 HV5515
 HV5515                          STATION RECOVERY (1962)
 HV5515
 HV5515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HV5515'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 HV5515'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE
 HV5515'STATION IS AT THE JUNCTION OF COUNTY ROUTES 606 AND 612.  A
 HV5515'STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF STATION MARK, AND
 HV5515'A STEEL WITNESS POST WAS SET 1 FOOT NORTH OF AZIMUTH MARK.
 HV5515
 HV5515                          STATION RECOVERY (1998)
 HV5515
 HV5515'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5515'RECOVERED IN GOOD CONDITION.
 HV5515
 HV5515                          STATION RECOVERY (2000)
 HV5515
 HV5515'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV5515'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5514 ***********************************************************************
 GV5514  DESIGNATION -  BELLWOOD REYNOLDS METALS TANK
 GV5514  PID         -  GV5514
 GV5514  STATE/COUNTY-  VA/CHESTERFIELD
 GV5514  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5514
 GV5514                         *CURRENT SURVEY CONTROL
 GV5514  ___________________________________________________________________
 GV5514* NAD 83(1993)-  37 23 12.72065(N)    077 25 01.44642(W)     ADJUSTED  
 GV5514* NAVD 88     -                                                        
 GV5514  ___________________________________________________________________
 GV5514  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 GV5514  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GV5514
 GV5514  HORZ ORDER  -  THIRD
 GV5514
 GV5514.The horizontal coordinates were established by classical geodetic methods
 GV5514.and adjusted by the National Geodetic Survey in September 1995..
 GV5514
 GV5514
 GV5514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5514
 GV5514.The geoid height was determined by GEOID03.
 GV5514
 GV5514;                    North         East     Units Scale Factor Converg.
 GV5514;SPC VA S     - 1,117,465.745 3,595,895.655   MT  0.99994546   +0 39 26.1
 GV5514;SPC VA S     - 3,666,218.87 11,797,534.33   sFT  0.99994546   +0 39 26.1
 GV5514;UTM  18      - 4,140,531.689   286,016.402   MT  1.00016406   -1 28 05.5
 GV5514
 GV5514                          SUPERSEDED SURVEY CONTROL
 GV5514
 GV5514  NAD 83(1993)-  37 23 12.72089(N)    077 25 01.44583(W) AD(       ) 4
 GV5514  NAD 83(1986)-  37 23 12.72699(N)    077 25 01.46335(W) AD(       ) 4
 GV5514  NAD 27      -  37 23 12.19100(N)    077 25 02.52400(W) AD(       ) 3
 GV5514
 GV5514.Superseded values are not recommended for survey control.
 GV5514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5514.See file dsdata.txt to determine how the superseded data were derived.
 GV5514
 GV5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8601640532(NAD 83)
 GV5514_MARKER: 53 = ELEVATED TANK
 GV5514
 GV5514  HISTORY     - Date     Condition        Report By
 GV5514  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV5514  HISTORY     - 19950121 GOOD             USPSQD
 GV5514  HISTORY     - 19991120 GOOD             USPSQD
 GV5514  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5514
 GV5514                          STATION DESCRIPTION
 GV5514
 GV5514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV5514'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF RICHMOND AND
 GV5514'ABOUT 2 MILES NORTH NORTHEAST OF THE SMALL SETTLEMENT OF CHESTER.
 GV5514'IT IS PAINTED SILVER WITH REYNOLDS METAL EXTRUSION WRITTEN
 GV5514'ON THE SIDE OF TANK AND THE TOP OF TANK IS PAINTED BLACK
 GV5514'AND YELLOW.  IT IS OF STEEL STRUCTURE WITH 5 LEGS SUPPORTING
 GV5514'THE TANK.  THE POINT INTERSECTED WAS THE LIGHT ON TOP OF TANK.
 GV5514
 GV5514                          STATION RECOVERY (1995)
 GV5514
 GV5514'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5514'RECOVERED IN GOOD CONDITION.
 GV5514
 GV5514                          STATION RECOVERY (1999)
 GV5514
 GV5514'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5514'RECOVERED IN GOOD CONDITION.
 GV5514
 GV5514                          STATION RECOVERY (2004)
 GV5514
 GV5514'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV5514'ALCOA REMOVED THE TANK PER EMPLOYEES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9589 ***********************************************************************
 HV9589  DESIGNATION -  BELMONT
 HV9589  PID         -  HV9589
 HV9589  STATE/COUNTY-  VA/FAIRFAX
 HV9589  USGS QUAD   -  FORT BELVOIR (1983)
 HV9589
 HV9589                         *CURRENT SURVEY CONTROL
 HV9589  ___________________________________________________________________
 HV9589* NAD 83(1993)-  38 40 55.44868(N)    077 12 31.04837(W)     ADJUSTED  
 HV9589* NAVD 88     -        45.919  (meters)     150.65   (feet)  ADJUSTED  
 HV9589  ___________________________________________________________________
 HV9589  X           -   1,103,792.307 (meters)                     COMP
 HV9589  Y           -  -4,861,747.266 (meters)                     COMP
 HV9589  Z           -   3,964,835.330 (meters)                     COMP
 HV9589  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 HV9589  ELLIP HEIGHT-          13.77  (meters)          (05/17/02) GPS OBS
 HV9589  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV9589  DYNAMIC HT  -          45.894 (meters)     150.57  (feet)  COMP
 HV9589  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 HV9589
 HV9589  HORZ ORDER  -  SECOND
 HV9589  VERT ORDER  -  THIRD
 HV9589  ELLP ORDER  -  FOURTH    CLASS II
 HV9589
 HV9589.The horizontal coordinates were established by GPS observations
 HV9589.and adjusted by the National Geodetic Survey in November 1994..
 HV9589
 HV9589.The orthometric height was determined by differential leveling
 HV9589.and adjusted by the National Geodetic Survey in September 2004..
 HV9589
 HV9589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9589
 HV9589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9589
 HV9589.The ellipsoidal height was determined by GPS observations
 HV9589.and is referenced to NAD 83.
 HV9589
 HV9589.The geoid height was determined by GEOID03.
 HV9589
 HV9589.The dynamic height is computed by dividing the NAVD 88
 HV9589.geopotential number by the normal gravity value computed on the
 HV9589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9589.degrees latitude (g = 980.6199 gals.).
 HV9589
 HV9589.The modeled gravity was interpolated from observed gravity values.
 HV9589
 HV9589;                    North         East     Units Scale Factor Converg.
 HV9589;SPC VA N     - 2,113,498.707 3,612,356.677   MT  0.99994902   +0 48 21.5
 HV9589;SPC VA N     - 6,934,037.01 11,851,540.20   sFT  0.99994902   +0 48 21.5
 HV9589;SPC MD       -   112,734.378   381,847.830   MT  0.99995553   -0 07 51.4
 HV9589;SPC MD       -   369,862.71  1,252,779.09   sFT  0.99995553   -0 07 51.4
 HV9589;UTM  18      - 4,283,811.262   307,887.888   MT  1.00005451   -1 22 50.9
 HV9589
 HV9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9589!SPC VA N     -   0.99999784  x   0.99994902  =   0.99994686
 HV9589!SPC MD       -   0.99999784  x   0.99995553  =   0.99995337
 HV9589!UTM  18      -   0.99999784  x   1.00005451  =   1.00005235
 HV9589
 HV9589:                Primary Azimuth Mark                     Grid Az
 HV9589:SPC VA N     -  GPS 65                                   356 31 47.3
 HV9589:SPC MD       -  GPS 65                                   357 28 00.2
 HV9589:UTM  18      -  GPS 65                                   358 42 59.7
 HV9589
 HV9589|---------------------------------------------------------------------|
 HV9589| PID    Reference Object                     Distance      Geod. Az  |
 HV9589|                                                           dddmmss.s |
 HV9589| HV9674 GPS 65                              APPROX. 0.5 KM 3572008.8 |
 HV9589|---------------------------------------------------------------------|
 HV9589
 HV9589                          SUPERSEDED SURVEY CONTROL
 HV9589
 HV9589  ELLIP H (11/14/94)   13.79   (m)                       GP(       ) 4 2
 HV9589  NAD 83(1993)-  38 40 55.44704(N)    077 12 31.05397(W) AD(       ) 2
 HV9589  ELLIP H (09/27/93)   13.17   (m)                       GP(       ) 4 1
 HV9589  NGVD 29 (09/27/93)   46.18   (m)          151.5    (f) LEVELING    3  
 HV9589
 HV9589.Superseded values are not recommended for survey control.
 HV9589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9589.See file dsdata.txt to determine how the superseded data were derived.
 HV9589
 HV9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0788883811(NAD 83)
 HV9589_MARKER: DD = SURVEY DISK
 HV9589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9589_SP_SET: CONCRETE POST
 HV9589_STAMPING: BELMONT 1988
 HV9589_MARK LOGO: VA-059
 HV9589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9589+STABILITY: SURFACE MOTION
 HV9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9589+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9589
 HV9589  HISTORY     - Date     Condition        Report By
 HV9589  HISTORY     - 1988     MONUMENTED       VA-059
 HV9589  HISTORY     - 19900115 GOOD             RDA
 HV9589
 HV9589                          STATION DESCRIPTION
 HV9589
 HV9589'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1988
 HV9589'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9589'2.0 MILES (3.2 KM) NORTHEAST OF THE VILLAGE OF WOODBRIDGE NEAR
 HV9589'CRANFORD UNITED METHODIST CHURCH.    TO REACH THE STATION FROM THE
 HV9589'INTERSECTION OF U.S. ROUTE 1 OCCOQUAN BRIDGE PROCEED NORTH ALONG U.S.
 HV9589'ROUTE 1 2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH GUNSTON ROAD.
 HV9589'TURN RIGHT AND PROCEED EAST ALONG GUNSTON ROAD 0.7 MILE (1.1 KM) TO
 HV9589'ITS INTERSECTION WITH OLD COLCHESTER ROAD AND THE STATION ON THE
 HV9589'SOUTHWEST SIDE OF THE INTERSECTION.    TO REACH THE AZIMUTH MARK FROM
 HV9589'THE INTERSECTION OF U.S. ROUTE 1 AND ROUTE 242 (GUNSTON ROAD),
 HV9589'PROCEED SOUTHEAST ON GUNSTON ROAD FOR 1.1 MILES (1.8 KM) TO THE
 HV9589'MONUMENT ON THE RIGHT.    THE AZIMUTH MARK IS A STANDARD FAIRFAX
 HV9589'COUNTY DISK STAMPED BELMONT 1988, SET INTO A CONCRETE MONUMENT.  THE
 HV9589'MONUMENT IS 36.74 FEET (11.20 M) NORTHEAST OF A P.K. NAIL IN A 15
 HV9589'INCH OAK TREE AND 29.88 FEET (9.11 M) NORTHEAST OF A P.K. NAIL IN AN
 HV9589'8 INCH PINE TREE.  THE AZIMUTH MARK IS 543.453 METERS (1782.979 FT)
 HV9589'FROM THE STATION.
 HV9589
 HV9589                          STATION RECOVERY (1990)
 HV9589
 HV9589'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV9589'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9589'2.0 MILES NORTHEAST OF THE VILLAGE OF WOODBRIDGE NEAR CRANFORD UNITED
 HV9589'METHODIST CHURCH.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 HV9589'ROUTE 1 OCCOQUAN BRIDGE PROCEED NORTH ALONG U.S. ROUTE 1 2.0 MILES
 HV9589'TO ITS INTERSECTION WITH GUNSTON ROAD.  TURN RIGHT AND PROCEED EAST
 HV9589'ALONG GUNSTON ROAD 0.7 MILE TO ITS INTERSECTION WITH OLD COLCHESTER
 HV9589'ROAD AND THE STATION ON THE SOUTHWEST SIDE OF THE INTERSECTION.  TO
 HV9589'REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. ROUTE 1 AND
 HV9589'ROUTE 242 (GUNSTON ROAD), PROCEED SOUTHEAST ON GUNSTON ROAD FOR 1.1
 HV9589'MILES TO THE MONUMENT ON THE RIGHT,  IN TOP OF A CONCRETE MONUMENT
 HV9589'FLUSH WITH THE GROUND, 36.7 FEET NORTHEAST OF A P.K. NAIL IN A
 HV9589'15 INCH OAK TREE, AND 29.9 FEET NORTHEAST  OF A P.K. NAIL IN A
 HV9589'8 INCH PINE TREE, AND 543.4 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3186 ***********************************************************************
 FX3186  DESIGNATION -  BELT
 FX3186  PID         -  FX3186
 FX3186  STATE/COUNTY-  VA/C OF NORFOLK
 FX3186  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3186
 FX3186                         *CURRENT SURVEY CONTROL
 FX3186  ___________________________________________________________________
 FX3186* NAD 83(1993)-  36 56 00.98280(N)    076 17 50.42093(W)     ADJUSTED  
 FX3186* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FX3186  ___________________________________________________________________
 FX3186  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 FX3186  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX3186
 FX3186  HORZ ORDER  -  SECOND
 FX3186
 FX3186.The horizontal coordinates were established by classical geodetic methods
 FX3186.and adjusted by the National Geodetic Survey in September 1995..
 FX3186
 FX3186.The orthometric height was scaled from a topographic map.
 FX3186
 FX3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3186
 FX3186.The geoid height was determined by GEOID03.
 FX3186
 FX3186;                    North         East     Units Scale Factor Converg.
 FX3186;SPC VA S     - 1,068,903.988 3,696,209.937   MT  0.99997389   +1 20 12.7
 FX3186;SPC VA S     - 3,506,895.83 12,126,648.77   sFT  0.99997389   +1 20 12.7
 FX3186;UTM  18      - 4,088,293.200   384,464.808   MT  0.99976444   -0 46 46.7
 FX3186
 FX3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3186!SPC VA S     -   1.00000505  x   0.99997389  =   0.99997894
 FX3186!UTM  18      -   1.00000505  x   0.99976444  =   0.99976949
 FX3186
 FX3186:                Primary Azimuth Mark                     Grid Az
 FX3186:SPC VA S     -  MOORE ECC                                056 52 10.9
 FX3186:UTM  18      -  MOORE ECC                                058 59 10.3
 FX3186
 FX3186|---------------------------------------------------------------------|
 FX3186| PID    Reference Object                     Distance      Geod. Az  |
 FX3186|                                                           dddmmss.s |
 FX3186| FX3310 MOORE ECC                           APPROX. 2.9 KM 0581223.6 |
 FX3186| DC8066 BELT RM 1                            24.820 METERS 21902     |
 FX3186| DC8067 BELT RM 2                            24.210 METERS 30257     |
 FX3186|---------------------------------------------------------------------|
 FX3186
 FX3186                          SUPERSEDED SURVEY CONTROL
 FX3186
 FX3186  NAD 83(1986)-  36 56 00.98858(N)    076 17 50.45686(W) AD(       ) 2
 FX3186  NAD 27      -  36 56 00.45400(N)    076 17 51.66600(W) AD(       ) 2
 FX3186
 FX3186.Superseded values are not recommended for survey control.
 FX3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3186.See file dsdata.txt to determine how the superseded data were derived.
 FX3186
 FX3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8446588293(NAD 83)
 FX3186_MARKER: DS = TRIANGULATION STATION DISK
 FX3186_SETTING: 0 = UNSPECIFIED SETTING
 FX3186
 FX3186  HISTORY     - Date     Condition        Report By
 FX3186  HISTORY     - 1943     MONUMENTED       CGS
 FX3186  HISTORY     - 1943     SEE DESCRIPTION  CGS
 FX3186  HISTORY     - 1954     GOOD             AMS
 FX3186
 FX3186                          STATION DESCRIPTION
 FX3186
 FX3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3186'STATION IS JUST SOUTH OF THE NAVAL AIR FIELD.  IT IS S OF
 FX3186'TAUSSIG BOULEVARD, APPROXIMATELY 0.95 MILE ALONG THIS ROAD
 FX3186'FROM GATE 3 AT THE NAVAL OPERATING BASE AND 0.35 MILE W OF
 FX3186'THE ENTRANCE TO CAMP ALLEN.  IT IS WITHIN A TRIANGLE FORMED
 FX3186'BY THE RAILROAD TRACKS OF THE BELT LINE, VIRGINIA RAILROAD
 FX3186'AND THE ROAD LEADING TO GLENWOOD CITY.  IT IS 63.51 METERS
 FX3186'FROM THE INTERSECTION OF THE BELT LINE AND VIRGINIAN RAILROADS.
 FX3186'MEASURED AT RIGHT ANGLES IT IS 5.76 METERS FROM THE SOUTHERN
 FX3186'VIRGINIAN RAIL AND 7.38 METERS FROM THE NORTHERN BELT LINE
 FX3186'RAIL.  IT IS APPROXIMATELY 9.50 METERS TO THE CENTER OF THE
 FX3186'ROAD LEADING TO GLENWOOD AND 36.15 METERS TO THE CENTER OF
 FX3186'TAUSSIG BOULEVARD.  STATION IS A BRONZE DISK SET IN
 FX3186'CONCRETE.
 FX3186'
 FX3186'REFERENCE MARK 1 IS S OF THE SOUTHERN BELT LINE TRACK.
 FX3186'MEASURED AT RIGHT ANGLE IT IS 13.63 METERS S OF THE SOUTHERN
 FX3186'BELT LINE TRACK AND 9.50 METERS FROM THE CENTER OF THE ROAD
 FX3186'LEADING TO GLENWOOD.  FROM A CONCRETE RAILROAD MARKER, MARKED
 FX3186'W, AND BEARING ENE, IT IS 32.72 METERS.
 FX3186'
 FX3186'REFERENCE MARK 2 IS APPROXIMATELY 14.80 METERS W OF THE ROAD
 FX3186'LEADING TO GLENWOOD CITY AND 6.57 METERS S OF THE SOUTHERN
 FX3186'VIRGINIAN TRACK.  IT IS 39.20 METERS S OF THE CENTER OF TAUSSIG
 FX3186'BOULEVARD.
 FX3186'
 FX3186'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 FX3186
 FX3186                          STATION RECOVERY (1943)
 FX3186
 FX3186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PCW)
 FX3186'THIS STATION WAS DESTROYED ON SEPTEMBER 28, 1943.  STATION
 FX3186'MARK AND TWO REFERENCE MARKS WERE REMOVED TO MAKE WAY FOR
 FX3186'THE ESTABLISHMENT OF NEW AND THE REALIGNMENT OF OLD TRACKAGE
 FX3186'IN THE VICINITY.  A NEW STATION, BELT 2, WAS ESTABLISHED
 FX3186'ON THE SAME DATE S 39 DEG 12 MIN W, DISTANT
 FX3186'55.236 M.
 FX3186
 FX3186                          STATION RECOVERY (1954)
 FX3186
 FX3186'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3186'STATION FOUND IN GOOD CONDITION.  THE MARK IS A STANDARD
 FX3186'U.S.C. AND G.S. TRIANGULATION STATION DISK SET IN THE TOP OF
 FX3186'A CONCRETE MONUMENT THE TOP OF WHICH PROJECTS 0.1 FEET.  THE
 FX3186'STATION IS LOCATED AT THE SOUTH EDGE OF A SMALL BRUSH PATCH
 FX3186'ABOUT 100 FEET IN DIAMETER.  IT IS 34 FEET N OF CENTERLINE
 FX3186'BLACKTOP ROAD ON CURVE.  91 FEET E OF POLE AT PLACE TELEPHONE
 FX3186'LINE GOES UNDERGROUND.  39 FEET SE OF CENTERLINE VERY DIM NS
 FX3186'TRAIL.  72 FEET SSE OF CENTER OF TOP OF PILE OF DIRT.  142 FEET S
 FX3186'OF THE PROJECT OF CENTERLINE OF BELT LINE TRACK FROM W.
 FX3186'REFERENCE MARK NO. 2 FOUND.  REFERENCE MARK NO. 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3187 ***********************************************************************
 FX3187  DESIGNATION -  BELT 2
 FX3187  PID         -  FX3187
 FX3187  STATE/COUNTY-  VA/C OF NORFOLK
 FX3187  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3187
 FX3187                         *CURRENT SURVEY CONTROL
 FX3187  ___________________________________________________________________
 FX3187* NAD 83(1993)-  36 55 59.59424(N)    076 17 51.83165(W)     ADJUSTED  
 FX3187* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FX3187  ___________________________________________________________________
 FX3187  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 FX3187  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX3187
 FX3187  HORZ ORDER  -  SECOND
 FX3187
 FX3187.The horizontal coordinates were established by classical geodetic methods
 FX3187.and adjusted by the National Geodetic Survey in September 1995..
 FX3187
 FX3187.The orthometric height was scaled from a topographic map.
 FX3187
 FX3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3187
 FX3187.The geoid height was determined by GEOID03.
 FX3187
 FX3187;                    North         East     Units Scale Factor Converg.
 FX3187;SPC VA S     - 1,068,860.381 3,696,176.035   MT  0.99997395   +1 20 11.8
 FX3187;SPC VA S     - 3,506,752.77 12,126,537.54   sFT  0.99997395   +1 20 11.8
 FX3187;UTM  18      - 4,088,250.884   384,429.326   MT  0.99976454   -0 46 47.5
 FX3187
 FX3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3187!SPC VA S     -   1.00000505  x   0.99997395  =   0.99997900
 FX3187!UTM  18      -   1.00000505  x   0.99976454  =   0.99976959
 FX3187
 FX3187|---------------------------------------------------------------------|
 FX3187| PID    Reference Object                     Distance      Geod. Az  |
 FX3187|                                                           dddmmss.s |
 FX3187| DC8069 BELT 2 RM 2                          17.918 METERS 02757     |
 FX3187| FX3186 BELT                                 55.236 METERS 03912     |
 FX3187| DC8068 BELT 2 RM 1                          25.350 METERS 16427     |
 FX3187| FX3242 NORFOLK NAV BASE BLDG 143 TK        APPROX. 2.9 KM 3030153.5 |
 FX3187| DC8070 BELT 2 RM 3                          11.000 METERS 31145     |
 FX3187|---------------------------------------------------------------------|
 FX3187
 FX3187                          SUPERSEDED SURVEY CONTROL
 FX3187
 FX3187  NAD 83(1986)-  36 55 59.60001(N)    076 17 51.86758(W) AD(       ) 2
 FX3187  NAD 27      -  36 55 59.06600(N)    076 17 53.07600(W) AD(       ) 2
 FX3187
 FX3187.Superseded values are not recommended for survey control.
 FX3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3187.See file dsdata.txt to determine how the superseded data were derived.
 FX3187
 FX3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8442988251(NAD 83)
 FX3187_MARKER: DS = TRIANGULATION STATION DISK
 FX3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3187
 FX3187  HISTORY     - Date     Condition        Report By
 FX3187  HISTORY     - 1943     MONUMENTED       CGS
 FX3187  HISTORY     - 1960     GOOD             CGS
 FX3187
 FX3187                          STATION DESCRIPTION
 FX3187
 FX3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PCW)
 FX3187'THE STATION IS JUST SOUTH OF THE NAVAL AIR FIELD, NORFOLK,
 FX3187'VA. NEARLY OPPOSITE GATE 5 OF THE N.O.B.  IT IS SOUTH OF TAUSSIG
 FX3187'BOULEVARD AND APPROX. 0.95 MI. ALONG THIS ROAD FROM GATE NO.
 FX3187'3, N.O.B. AND 0.35 MI. WEST OF THE ENTRANCE TO CAMP ALLEN.
 FX3187'IT IS SOUTH OF THE VIRGINIAN AND BELT LINE RAILROAD TRACKS
 FX3187'AND JUST EAST OF THE ROAD TO GLENWOOD CITY.  CONSTRUCTION
 FX3187'OPERATIONS IN THE VICINITY MAKE IT FUTILE TO GIVE A MORE
 FX3187'DETAILED DESCRIPTION AT THIS TIME.  FURTHER DETAILS WILL BE
 FX3187'SUBMITTED BY THE SUPERVISOR, SOUTHEASTERN DISTRICT WHEN THEY
 FX3187'ARE AVAILABLE.  STATION MARK IS A STANDARD DISK SET IN A
 FX3187'SQUARE POST OF CONCRETE AND STAMPED BELT 2, 1943.
 FX3187'
 FX3187'STATION AND REFERENCE MARKS SET ACCORDING TO NOTES 1A AND 11A.
 FX3187'
 FX3187'R.M. NO. 1, A STANDARD DISK STAMPED BELT 2, NO. 1 1943 AND
 FX3187'SET IN A SQUARE POST, WAS SET S.E. OF THE STATION.
 FX3187'
 FX3187'R.M. NO. 2, A STANDARD DISK STAMPED BELT 2, NO. 2, 1943 AND
 FX3187'SET IN A SQUARE POST, WAS SET N.N.E. OF THE STATION.
 FX3187
 FX3187                          STATION RECOVERY (1960)
 FX3187
 FX3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3187'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 FX3187'REFERENCE MARK NO. 1 WAS DESTROYED BY GRADING MACHINERY.
 FX3187'STATION MARK AND REFERENCE MARK NO. 2 WAS STAMPED BELT, AND
 FX3187'2 WAS ADDED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX3187'
 FX3187'STATION IS LOCATED SOUTH OF THE NAVAL AIR STATION IN NORFOLK,
 FX3187'VIRGINIA, ABOUT 0.95 MILE SOUTHEAST OF GATE 3 TO THE NAVAL AIR
 FX3187'STATION AND 0.35 MILE NORTHWEST OF THE ENTRANCE TO CAMP ALLEN.
 FX3187'IT IS 116 FEET SOUTH OF THE SOUTH RAIL OF THE BELT LINE, 91
 FX3187'FEET EAST OF TELEPHONE POLE NO. 6299A, 95 FEET WEST OF THE LAST
 FX3187'TELEPHONE POLE ON THE SOUTHWEST SIDE OF THE TRACKS, 33 FEET
 FX3187'NORTH OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A USGS
 FX3187'WITNESS SIGN.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 FX3187'STAMPED BELT 2 1943.  (NOTE 1A)
 FX3187'
 FX3187'REFERENCE MARK NO. 2 IS 58.78 FEET NORTHEAST OF THE STATION.
 FX3187'IT IS 29 FEET WEST OF THE LAST TELEPHONE POLE.  THE MARK
 FX3187'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BELT 2 NO 2
 FX3187'1943.  (NOTE 11A)
 FX3187'
 FX3187'REFERENCE MARK NO. 3 IS 36.09 FEET NORTHWEST OF THE STATION.
 FX3187'IT IS 64 FEET NORTH OF CENTERLINE OF THE ROAD AND IN LINE
 FX3187'WITH THE CENTERLINE OF THE ROAD RUNNING NORTH AND SOUTH.
 FX3187'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FX3187'BELT 2 NO 3 1943.  NOTE 11A.
 FX3187'
 FX3187'TO REACH THE STATION FROM THE JUNCTION OF TAUSSIG BLVD. AND
 FX3187'GRANBY STREET IN THE CITY OF NORFOLK.  GO NORTHWEST ON TAUSSIG
 FX3187'BLVD. FOR 1.45 MILES TO A ROAD LEFT LEEDING TO CAMP ALLEN
 FX3187'AND THE NAVY BRIG, AND OLD GATE 5 TO THE AIR STATION ON THE
 FX3187'RIGHT.  TURN LEFT, CROSS TRACKS AND TURN RIGHT AND GO 0.35
 FX3187'MILE ALONG THE SOUTHWEST SIDE OF THE TRACKS TO THE STATION
 FX3187'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9988 ***********************************************************************
 DG9988  DESIGNATION -  BELVEDERE
 DG9988  PID         -  DG9988
 DG9988  STATE/COUNTY-  VA/KING GEORGE
 DG9988  USGS QUAD   -  PASSAPATANZY (1982)
 DG9988
 DG9988                         *CURRENT SURVEY CONTROL
 DG9988  ___________________________________________________________________
 DG9988* NAD 83(1993)-  38 19 56.64432(N)    077 17 50.04117(W)     ADJUSTED  
 DG9988* NAVD 88     -        62.2    (meters)     204.     (feet)  GPS OBS   
 DG9988  ___________________________________________________________________
 DG9988  X           -   1,101,589.057 (meters)                     COMP
 DG9988  Y           -  -4,887,035.945 (meters)                     COMP
 DG9988  Z           -   3,934,470.982 (meters)                     COMP
 DG9988  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DG9988  ELLIP HEIGHT-          29.51  (meters)          (04/27/05) GPS OBS
 DG9988  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DG9988
 DG9988  HORZ ORDER  -  FIRST
 DG9988  ELLP ORDER  -  FOURTH    CLASS I
 DG9988
 DG9988.The horizontal coordinates were established by GPS observations
 DG9988.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9988
 DG9988.The orthometric height was determined by GPS observations and a
 DG9988.high-resolution geoid model.
 DG9988
 DG9988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9988
 DG9988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9988
 DG9988.The ellipsoidal height was determined by GPS observations
 DG9988.and is referenced to NAD 83.
 DG9988
 DG9988.The geoid height was determined by GEOID03.
 DG9988
 DG9988;                    North         East     Units Scale Factor Converg.
 DG9988;SPC VA N     - 2,074,583.916 3,605,156.165   MT  0.99996069   +0 45 02.4
 DG9988;SPC VA N     - 6,806,364.06 11,827,916.52   sFT  0.99996069   +0 45 02.4
 DG9988;UTM  18      - 4,245,193.980   299,210.269   MT  1.00009654   -1 25 31.0
 DG9988
 DG9988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9988!SPC VA N     -   0.99999537  x   0.99996069  =   0.99995606
 DG9988!UTM  18      -   0.99999537  x   1.00009654  =   1.00009191
 DG9988
 DG9988                          SUPERSEDED SURVEY CONTROL
 DG9988
 DG9988.No superseded survey control is available for this station.
 DG9988
 DG9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9921045194(NAD 83)
 DG9988_MARKER: DD = SURVEY DISK
 DG9988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9988_STAMPING: BELVEDERE 2005
 DG9988_MARK LOGO: VA-099
 DG9988_PROJECTION: FLUSH
 DG9988_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9988+STABILITY: SURFACE MOTION
 DG9988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9988+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 DG9988
 DG9988  HISTORY     - Date     Condition        Report By
 DG9988  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9988  HISTORY     - 20060118 GOOD             BOWMAN
 DG9988
 DG9988                          STATION DESCRIPTION
 DG9988
 DG9988'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9988'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9988'15.3 KM (9.5 MILES)  EAST OF FREDERICKSBURG, AND 11.9 KM (7.4 MILES)
 DG9988'NORTHWEST OF KING GEORGE.
 DG9988' 
 DG9988'TO REACH THE STATION FROM THE INTERSECTION OF SR 3 (KINGS HIGHWAY) AND
 DG9988'SR 206 (DAHLGREN  ROAD), GO WEST ON SR 3 FOR 7.7 KM (4.8 MILES) TO ITS
 DG9988'INTERSECTION WITH SR 605 (BLOOMSBURY  ROAD).  TURN RIGHT AND GO
 DG9988'NORTHWEST ON SR 605 FOR 5.3 KM (3.3 MILES) TO ITS INTERSECTION  WITH
 DG9988'SR 218 (CALEDON ROAD).  TURN LEFT AND GO WEST ON SR 218 FOR 1.1 KM
 DG9988'(0.7 MILE) TO ITS  INTERSECTION WITH SR 600 (PASSAPATANZY DRIVE).
 DG9988'TURN RIGHT AND GO NORTH ON SR 600 FOR 3.4  KM (2.1 MILES) TO ITS
 DG9988'INTERSECTION WITH SR 654 (BELVEDERE DRIVE).  TURN RIGHT AND GO
 DG9988'NORTHEAST ON SR 654 FOR 2.4 KM (1.5 MILES) TO ITS INTERSECTION WITH
 DG9988'MILL POND ROAD AND THE  STATION ON THE RIGHT AT THE INTERSECTION.
 DG9988' 
 DG9988'THE STATION IS 13.0 METERS (42.5 FEET) SOUTH FROM A MAILBOX NUMBERED
 DG9988'5978, 4.9 METERS (16.0  FEET) NORTH FROM A TELEPHONE PEDESTAL NUMBERED
 DG9988'N 58 10, 4.9 METERS (16.0 FEET) NORTH  FROM A UTILITY POLE NUMBERED
 DG9988'040319, 1.8 METERS (6.0 FEET) WEST FROM AN ANCHOR AND 0.3  METER (1.0
 DG9988'FOOT) NORTH FROM A WITNESS POST.  THE STATION IS A STANDARD KING
 DG9988'GEORGE  COUNTY, VA ALUMINUM SURVEY DISK SET INTO A POURED IN PLACE
 DG9988'CONCRETE MONUMENT 10  INCHES IN DIAMETER, FLUSH WITH THE GROUND
 DG9988'SURFACE AND STAMPED BELVEDERE 2005.
 DG9988
 DG9988                          STATION RECOVERY (2006)
 DG9988
 DG9988'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 DG9988'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3573 ***********************************************************************
 HV3573  DESIGNATION -  BELVOIR
 HV3573  PID         -  HV3573
 HV3573  STATE/COUNTY-  VA/FAUQUIER
 HV3573  USGS QUAD   -  MARSHALL (1983)
 HV3573
 HV3573                         *CURRENT SURVEY CONTROL
 HV3573  ___________________________________________________________________
 HV3573* NAD 83(1993)-  38 51 48.28262(N)    077 49 17.12883(W)     ADJUSTED  
 HV3573* NAVD 88     -       204.545  (meters)     671.08   (feet)  ADJUSTED  
 HV3573  ___________________________________________________________________
 HV3573  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 HV3573  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3573  DYNAMIC HT  -         204.421 (meters)     670.67  (feet)  COMP
 HV3573  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HV3573
 HV3573  HORZ ORDER  -  SECOND
 HV3573  VERT ORDER  -  SECOND    CLASS 0
 HV3573
 HV3573.The horizontal coordinates were established by classical geodetic methods
 HV3573.and adjusted by the National Geodetic Survey in November 1994..
 HV3573
 HV3573.The orthometric height was determined by differential leveling
 HV3573.and adjusted by the National Geodetic Survey in June 1991..
 HV3573
 HV3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3573
 HV3573.The geoid height was determined by GEOID03.
 HV3573
 HV3573.The dynamic height is computed by dividing the NAVD 88
 HV3573.geopotential number by the normal gravity value computed on the
 HV3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3573.degrees latitude (g = 980.6199 gals.).
 HV3573
 HV3573.The modeled gravity was interpolated from observed gravity values.
 HV3573
 HV3573;                    North         East     Units Scale Factor Converg.
 HV3573;SPC VA N     - 2,133,056.210 3,558,892.354   MT  0.99995757   +0 25 24.6
 HV3573;SPC VA N     - 6,998,201.92 11,676,132.66   sFT  0.99995757   +0 25 24.6
 HV3573;UTM  18      - 4,305,403.132   255,197.620   MT  1.00033801   -1 46 16.4
 HV3573
 HV3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3573!SPC VA N     -   0.99997301  x   0.99995757  =   0.99993058
 HV3573!UTM  18      -   0.99997301  x   1.00033801  =   1.00031101
 HV3573
 HV3573|---------------------------------------------------------------------|
 HV3573| PID    Reference Object                     Distance      Geod. Az  |
 HV3573|                                                           dddmmss.s |
 HV3573| HV3574 BELVOIR RM 1                         17.087 METERS 04833     |
 HV3573| HV3577 BELVOIR AZ MK                                      0833600.3 |
 HV3573| HV5624 MARSHALL MADDUX CO ELEVATOR         APPROX. 2.5 KM 2803748.6 |
 HV3573| HV3575 BELVOIR RM 2                         16.560 METERS 32049     |
 HV3573|---------------------------------------------------------------------|
 HV3573
 HV3573                          SUPERSEDED SURVEY CONTROL
 HV3573
 HV3573  NAD 83(1986)-  38 51 48.28330(N)    077 49 17.13846(W) AD(       ) 2
 HV3573  NAD 27      -  38 51 47.87557(N)    077 49 18.16017(W) AD(       ) 2
 HV3573  NGVD 29 (??/??/??)  204.752  (m)          671.76   (f) ADJUSTED    2 0
 HV3573
 HV3573.Superseded values are not recommended for survey control.
 HV3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3573.See file dsdata.txt to determine how the superseded data were derived.
 HV3573
 HV3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5519805403(NAD 83)
 HV3573_MARKER: DS = TRIANGULATION STATION DISK
 HV3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3573_STAMPING: BELVOIR 1959
 HV3573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3573+STABILITY: SURFACE MOTION
 HV3573
 HV3573  HISTORY     - Date     Condition        Report By
 HV3573  HISTORY     - 1959     MONUMENTED       CGS
 HV3573  HISTORY     - 1960     GOOD             CGS
 HV3573  HISTORY     - 19990224 POOR             GEOMET
 HV3573
 HV3573                          STATION DESCRIPTION
 HV3573
 HV3573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3573'THE STATION IS LOCATED ABOUT 2 MILES EAST OF MARSHALL, 2
 HV3573'MILES WEST OF THE PLAINS, 0.2 MILE SOUTH OF THE INTERSECTION
 HV3573'OF STATE HIGHWAY 55 AND COUNTY ROUTE 709 AND ON PROPERTY
 HV3573'OWNED BY MR. A.E. VANDERLOO.  IT IS 40 FEET SOUTH OF A WHITE
 HV3573'RAIL FENCE LINE, 68.6 FEET SOUTH OF A SMALL WATER TANK, 97
 HV3573'FEET WEST SOUTHWEST OF THE SOUTHEAST CORNER OF A WHITE RAIL
 HV3573'FENCE, AND 58.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 HV3573'A WHITE RAIL FENCE.  THE MARK IS SET ABOUT 18 INCHES BELOW
 HV3573'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BELVOIR
 HV3573'1959.
 HV3573'
 HV3573'REFERENCE MARK NO. 1 IS 49.3 FEET WEST OF THE SOUTHEAST
 HV3573'CORNER OF A WHITE RAIL FENCE, 22.3 FEET SOUTH OF A SMALL
 HV3573'WATER TANK, 1 FOOT SOUTH OF A WHITE RAIL FENCE AND IS ABOUT
 HV3573'2 FEET HIGHER IN ELEVATION THAN THE STATION.  THE MARK IS SET
 HV3573'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BELVOIR NO
 HV3573'1 1959.
 HV3573'
 HV3573'REFERENCE MARK NO. 2 IS 71 FEET WEST SOUTHWEST OF A SMALL
 HV3573'WATER TANK, 5.3 FEET EAST OF THE SOUTHWEST CORNER OF A WHITE
 HV3573'RAIL FENCE, 1 FOOT SOUTH OF RAIL FENCE AND IS ABOUT 2 FEET
 HV3573'HIGHER IN ELEVATION THAN THE STATION MARK.  THE MARK IS
 HV3573'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED BELVOIR
 HV3573'NO 2 1959.
 HV3573'
 HV3573'AZIMUTH MARK IS 102 FEET NORTHWEST OF THE NORTHWEST CORNER
 HV3573'OF HOUSE, 15 FEET EAST OF THE CENTERLINE OF DRIVEWAY, 14
 HV3573'FEET NORTH OF THE CENTERLINE OF DRIVEWAY, AND 1.8 FEET EAST
 HV3573'OF A STANDARD METAL WITNESS POST.  THE MARK PROJECTS ABOUT
 HV3573'8 INCHES AND THE DISK IS STAMPED BELVOIR 1959.
 HV3573'
 HV3573'TO REACH THE STATION FROM THE POST OFFICE IN MARSHALL, GO
 HV3573'EASTERLY ON STATE HIGHWAY 55 FOR 2.1 MILES TO THE INTERSECTION
 HV3573'OF COUNTY ROUTE 709.  TURN RIGHT AND GO SOUTHERLY ON COUNTY
 HV3573'ROUTE 709 FOR 0.3 MILE TO A BROAD GATE ON RIGHT, TURN RIGHT
 HV3573'PASSING THROUGH GATE AND GO WESTERLY THROUGH PASTURE FOR
 HV3573'0.05 MILE TO TOP OF KNOLL AND STATION NEAR YARD FENCE AND
 HV3573'SMALL WATER TANK.
 HV3573'
 HV3573'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 HV3573'HIGHWAY 55 AND COUNTY ROUTE 709, GO EASTERLY ON STATE HIGHWAY
 HV3573'55 FOR 0.05 MILE TO COUNTY ROUTE 763 ON RIGHT, KEEP RIGHT
 HV3573'ON COUNTY ROUTE 763 FOR 0.4 MILE TO A DRIVEWAY ON LEFT,
 HV3573'TURN LEFT ON DRIVEWAY AND GO NORTHERLY FOR 0.05 MILE TO A
 HV3573'DRIVEWAY ON RIGHT AND AZIMUTH MARK IN THE NORTHEAST ANGLE
 HV3573'FORMED BY THE DRIVEWAYS.
 HV3573'
 HV3573'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV3573
 HV3573                          STATION RECOVERY (1960)
 HV3573
 HV3573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3573'2.5 MI E FROM MARSHALL.
 HV3573'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE
 HV3573'AT MARSHALL, THENCE ABOUT 0.25 MILE SOUTH ALONG ROAD 709,
 HV3573'THENCE ABOUT 0.1 MILE WEST ACROSS A PASTURE, 68.6 FEET SOUTH OF
 HV3573'A SMALL WATER TOWER, 40 FEET SOUTH OF A WHITE PAINTED BOARD FENCE,
 HV3573'97 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF BOARD FENCE,
 HV3573'58.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BOARD FENCE,
 HV3573'56.1 FEET WEST-SOUTHWEST OF R M 1, 54.3 FEET SOUTH-SOUTHEAST OF
 HV3573'R M 2, AND SET IN TOP OF A CONCRETE POST 18 INCHES BELOW THE
 HV3573'SURFACE OF THE GROUND.
 HV3573
 HV3573                          STATION RECOVERY (1999)
 HV3573
 HV3573'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (FJ)
 HV3573'WATER TANK AND WHITE BOARD FENCE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5018 ***********************************************************************
 HV5018  DESIGNATION -  BELVOIR
 HV5018  PID         -  HV5018
 HV5018  STATE/COUNTY-  VA/FAIRFAX
 HV5018  USGS QUAD   -  FORT BELVOIR (1983)
 HV5018
 HV5018                         *CURRENT SURVEY CONTROL
 HV5018  ___________________________________________________________________
 HV5018* NAD 83(1993)-  38 41 13.44547(N)    077 08 05.66083(W)     ADJUSTED  
 HV5018* NAVD 88     -        40.879  (meters)     134.12   (feet)  ADJUSTED  
 HV5018  ___________________________________________________________________
 HV5018  X           -   1,109,968.548 (meters)                     COMP
 HV5018  Y           -  -4,859,980.938 (meters)                     COMP
 HV5018  Z           -   3,965,265.260 (meters)                     COMP
 HV5018  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 HV5018  ELLIP HEIGHT-           8.55  (meters)          (05/17/02) GPS OBS
 HV5018  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV5018  DYNAMIC HT  -          40.856 (meters)     134.04  (feet)  COMP
 HV5018  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 HV5018
 HV5018  HORZ ORDER  -  FIRST
 HV5018  VERT ORDER  -  THIRD
 HV5018  ELLP ORDER  -  FOURTH    CLASS II
 HV5018
 HV5018.The horizontal coordinates were established by classical geodetic methods
 HV5018.and adjusted by the National Geodetic Survey in November 1994..
 HV5018
 HV5018.The orthometric height was determined by differential leveling
 HV5018.and adjusted by the National Geodetic Survey in September 2004..
 HV5018
 HV5018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5018
 HV5018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5018
 HV5018.The ellipsoidal height was determined by GPS observations
 HV5018.and is referenced to NAD 83.
 HV5018
 HV5018.The geoid height was determined by GEOID03.
 HV5018
 HV5018.The dynamic height is computed by dividing the NAVD 88
 HV5018.geopotential number by the normal gravity value computed on the
 HV5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5018.degrees latitude (g = 980.6199 gals.).
 HV5018
 HV5018.The modeled gravity was interpolated from observed gravity values.
 HV5018
 HV5018;                    North         East     Units Scale Factor Converg.
 HV5018;SPC VA N     - 2,114,146.364 3,618,761.899   MT  0.99994912   +0 51 07.1
 HV5018;SPC VA N     - 6,936,161.86 11,872,554.66   sFT  0.99994912   +0 51 07.1
 HV5018;SPC MD       -   113,277.232   388,262.825   MT  0.99995525   -0 05 04.8
 HV5018;SPC MD       -   371,643.72  1,273,825.62   sFT  0.99995525   -0 05 04.8
 HV5018;UTM  18      - 4,284,214.076   314,313.739   MT  1.00002461   -1 20 05.4
 HV5018
 HV5018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5018!SPC VA N     -   0.99999866  x   0.99994912  =   0.99994778
 HV5018!SPC MD       -   0.99999866  x   0.99995525  =   0.99995391
 HV5018!UTM  18      -   0.99999866  x   1.00002461  =   1.00002327
 HV5018
 HV5018:                Primary Azimuth Mark                     Grid Az
 HV5018:SPC VA N     -  BELVOIR AZ MK                            017 33 25.6
 HV5018:SPC MD       -  BELVOIR AZ MK                            018 29 37.5
 HV5018:UTM  18      -  BELVOIR AZ MK                            019 44 38.1
 HV5018
 HV5018|---------------------------------------------------------------------|
 HV5018| PID    Reference Object                     Distance      Geod. Az  |
 HV5018|                                                           dddmmss.s |
 HV5018| DC6674 BELVOIR AZ MK                                      0182432.7 |
 HV5018| DC6675 BELVOIR RM 1                         25.192 METERS 05059     |
 HV5018| DC6676 BELVOIR RM 2                         26.732 METERS 15657     |
 HV5018|---------------------------------------------------------------------|
 HV5018
 HV5018                          SUPERSEDED SURVEY CONTROL
 HV5018
 HV5018  ELLIP H (11/14/94)    8.57   (m)                       GP(       ) 4 2
 HV5018  ELLIP H (09/27/93)    7.97   (m)                       GP(       ) 4 1
 HV5018  NAD 83(1993)-  38 41 13.44267(N)    077 08 05.66404(W) AD(       ) 1
 HV5018  NAD 83(1986)-  38 41 13.44408(N)    077 08 05.67407(W) AD(       ) 1
 HV5018  NAD 27      -  38 41 13.02898(N)    077 08 06.74635(W) AD(       ) 1
 HV5018  NGVD 29 (09/27/93)   41.14   (m)          135.0    (f) LEVELING    3  
 HV5018
 HV5018.Superseded values are not recommended for survey control.
 HV5018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5018.See file dsdata.txt to determine how the superseded data were derived.
 HV5018
 HV5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1431484214(NAD 83)
 HV5018_MARKER: DS = TRIANGULATION STATION DISK
 HV5018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5018_SP_SET: CONCRETE POST
 HV5018_STAMPING: BELVOIR 1957
 HV5018_MARK LOGO: CGS   
 HV5018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5018+STABILITY: SURFACE MOTION
 HV5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5018+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 HV5018
 HV5018  HISTORY     - Date     Condition        Report By
 HV5018  HISTORY     - 1957     MONUMENTED       CGS
 HV5018  HISTORY     - 1957     GOOD             CGS
 HV5018  HISTORY     - 1966     GOOD             CGS
 HV5018  HISTORY     - 1971     GOOD             NGS
 HV5018  HISTORY     - 19900115 GOOD             RDA
 HV5018  HISTORY     - 19900115 GOOD             RDA
 HV5018  HISTORY     - 20060302 GOOD             GEOCAC
 HV5018
 HV5018                          STATION DESCRIPTION
 HV5018
 HV5018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5018'STATION IS LOCATED AT FT. BELVOIR ABOUT 2.0 MI. S OF THE
 HV5018'MAIN-ENTRANCE GATE TO THE RESERVATION.  STATION IS 25 FT. E OF A
 HV5018'SMALL BUILDING, AND 64 FT. SE OF A WOOD BUILDING.  THE MARK
 HV5018'PROJECTS 4 IN. AND THE DISK IS STAMPED BELVOIR 1957.
 HV5018'
 HV5018'REFERENCE MARK 1 IS 49 FT. W OF THE APPROXIMATE CENTERLINE OF A
 HV5018'ROAD, AND 17 FT. E OF THE SE CORNER OF A TENNIS COURT.  THE MARK
 HV5018'PROJECTS 2 IN. AND THE DISK IS STAMPED BELVOIR NO 1 1957.
 HV5018'
 HV5018'REFERENCE MARK 2 IS 44-1/2 FT. W OF THE APPROXIMATE CENTERLINE
 HV5018'OF A ROAD, AND 3-1/2 FT. E OF THE NE CORNER OF A SMALL BUILDING
 HV5018'NO. J 48.  THE MARK PROJECTS 4 IN. AND THE DISK IS STAMPED BELVOIR
 HV5018'NO 2 1957.
 HV5018'
 HV5018'AZIMUTH MARK IS 14 FT. SE OF A SIDEWALK AND 3 FT. E-SE OF AN
 HV5018'OAK TREE.  THE MARK PROJECTS 2 IN. AND THE DISK IS STAMPED
 HV5018'BELVOIR 1957.
 HV5018'
 HV5018'TO REACH THE STATION FROM THE MAIN GATE AT FT. BELVOIR (WHICH
 HV5018'IS ABOUT 9.0 MI. SW OF ALEXANDRIA AND OPPOSITE THE FT. BELVOIR
 HV5018'HOSPITAL), GO S ON MACADAM ROAD LEADING INTO FT. BELVOIR
 HV5018'FOR 2.3 MI. TO THE INTERSECTION AT BELVOIR ROAD AND TWENTY-THIRD
 HV5018'STREET.  TURN RIGHT (BETWEEN TWO BUILDINGS), THENCE
 HV5018'LEFT ABOUT 0.05 MILE TO THE STATION
 HV5018'AS DESCRIBED.
 HV5018'
 HV5018'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON BELVOIR
 HV5018'ROAD FOR 0.1 MI. TO THE TRAFFIC SIGNAL AT THE INTERSECTION
 HV5018'OF BELVOIR ROAD AND TWENTY-FIRST STREET.  TURN RIGHT AND
 HV5018'GO E ON TWENTY-FIRST STREET FOR 0.15 MI. TO FLAGER STREET.
 HV5018'TURN LEFT AND GO N ON FLAGER STREET FOR 0.1 MI. TO A PARKING
 HV5018'AREA ON THE LEFT AND AZIMUTH MARK ABOUT 100 FT. W OF THE
 HV5018'PARKING AREA AS DESCRIBED.
 HV5018'
 HV5018'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HV5018
 HV5018                          STATION RECOVERY (1957)
 HV5018
 HV5018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HV5018'RECOVERED IN GOOD CONDITION.
 HV5018
 HV5018                          STATION RECOVERY (1966)
 HV5018
 HV5018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HV5018'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5018'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5018'EXCEPT THE ALUMINUM TOWER HAS BEEN REMOVED, THE SMALL BUILDING
 HV5018'IS NOW BUILDING S 224, THE BUILDING NEAR REFERENCE MARK
 HV5018'NO. 2 IS NOW T 232, AND IN THE TO REACH DESCRIPTION SHOULD
 HV5018'READ, GO SOUTH 2.3 MILES TO COMSTOCK ROAD, TURN RIGHT FOR
 HV5018'0.05, THEN LEFT 0.05 TO STATION.
 HV5018'
 HV5018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT
 HV5018'BELVOIR
 HV5018
 HV5018                          STATION RECOVERY (1971)
 HV5018
 HV5018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV5018'STATION IS 1.55 MILES S OF FT. BELVOIR, ALONG BELVOIR ROAD FROM THE
 HV5018'JUNCTION WITH U.S. HWY 1 AND MAIN ENTRANCE TO FT. BELVOR. THENCE 0.1
 HV5018'MILE SE ALONG BIXBY ROAD, 95.5 FEET W OF CENTERLINE OF BIXBY ROAD,
 HV5018'286 FEET S OF A BRICK SMOKE STACK ON THE S SIDE OF BLDG 214, 34
 HV5018'FEET SW OF A FORKED OAK TREE.
 HV5018'
 HV5018'RM 1 IS 45.0 FEET WSW OF CENTER LINE OF BIXBY ROAD, 16 FEET SE OF A
 HV5018'LARGE 3-FORKED OAK TREE AND 82.7 FEET NE OF STATION.
 HV5018'
 HV5018'RM 2 IS 44.0 FEET SW OF CENTER LINE OF BIXBY ROAD, 93.0 FEET SSE OF
 HV5018'THE SE CORNER OF A SMALL CONCRETE BLOCK BUILDING S-22, 136.1 FEET
 HV5018'S OF RM 1 AND 87.7 FEET S OF STATION.
 HV5018
 HV5018                          STATION RECOVERY (1990)
 HV5018
 HV5018'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV5018'RECOVERED IN GOOD CONDITION.
 HV5018
 HV5018                          STATION RECOVERY (1990)
 HV5018
 HV5018'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV5018'IN FT BELVOIR, 20.0 MILES SOUTH OF THE MAIN ENTRANCE TO THE
 HV5018'RESERVATION, GO SOUTH ALONG MACADAM ROAD LEADING INTO FT BELVOIR
 HV5018'FOR 2.3 MI TO THE INTERSECTION AT BELVOIR ROAD AND TWENTY-THIRD
 HV5018'STREET, TURN RIGHT (BETWEEN TWO BUILDINGS), THENCE LEFT 0.05 MILE TO
 HV5018'STATION, IN TOP OF A CONCRETE POST PROJECTING 4 INCHES, 25.0 FEET
 HV5018'EAST OF A SMALL BUILDING NUMBER 224, AND 64.0 FEET SOUTHEAST
 HV5018'OF A WOODEN BUILDING.
 HV5018
 HV5018                          STATION RECOVERY (2006)
 HV5018
 HV5018'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV5018'STATION, BOTH REFERENCE MARKS AND THE AZ MARK FOUND IN GOOD CONDITION.
 HV5018'HANDHELD COORDINATES FOR THE AZ MARK ARE N38-41-26.88 W077-08-00.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3577 ***********************************************************************
 HV3577  DESIGNATION -  BELVOIR AZ MK
 HV3577  PID         -  HV3577
 HV3577  STATE/COUNTY-  VA/FAUQUIER
 HV3577  USGS QUAD   -  MARSHALL (1983)
 HV3577
 HV3577                         *CURRENT SURVEY CONTROL
 HV3577  ___________________________________________________________________
 HV3577* NAD 83(1986)-  38 51 52.     (N)    077 48 36.     (W)     SCALED    
 HV3577* NAVD 88     -       203.472  (meters)     667.56   (feet)  ADJUSTED  
 HV3577  ___________________________________________________________________
 HV3577  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV3577  DYNAMIC HT  -         203.349 (meters)     667.15  (feet)  COMP
 HV3577  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 HV3577
 HV3577  VERT ORDER  -  SECOND    CLASS 0
 HV3577
 HV3577.The horizontal coordinates were scaled from a topographic map and have
 HV3577.an estimated accuracy of +/- 6 seconds.
 HV3577
 HV3577.The orthometric height was determined by differential leveling
 HV3577.and adjusted by the National Geodetic Survey in June 1991..
 HV3577
 HV3577.The geoid height was determined by GEOID03.
 HV3577
 HV3577.The dynamic height is computed by dividing the NAVD 88
 HV3577.geopotential number by the normal gravity value computed on the
 HV3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3577.degrees latitude (g = 980.6199 gals.).
 HV3577
 HV3577.The modeled gravity was interpolated from observed gravity values.
 HV3577
 HV3577;                    North         East    Units  Estimated Accuracy
 HV3577;SPC VA N     - 2,133,180.    3,559,880.      MT  (+/- 180 meters Scaled)
 HV3577
 HV3577                          SUPERSEDED SURVEY CONTROL
 HV3577
 HV3577  NGVD 29 (??/??/??)  203.680  (m)          668.24   (f) ADJUSTED    2 0
 HV3577
 HV3577.Superseded values are not recommended for survey control.
 HV3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3577.See file dsdata.txt to determine how the superseded data were derived.
 HV3577
 HV3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ561054(NAD 83)
 HV3577_MARKER: DZ = AZIMUTH MARK DISK
 HV3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3577_STAMPING: BELVOIR 1959
 HV3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3577+STABILITY: SURFACE MOTION
 HV3577
 HV3577  HISTORY     - Date     Condition        Report By
 HV3577  HISTORY     - 1959     MONUMENTED       CGS
 HV3577  HISTORY     - 1960     GOOD             CGS
 HV3577
 HV3577                          STATION DESCRIPTION
 HV3577
 HV3577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3577'2.6 MI E FROM MARSHALL.
 HV3577'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 55 FROM THE POST
 HV3577'OFFICE AT MARSHALL, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG ROAD
 HV3577'NO. 763, THENCE ABOUT 221 FEET NORTH-NORTHEAST ALONG A
 HV3577'DRIVEWAY, IN THE Y JUNCTION OF DRIVEWAYS, 221 FEET
 HV3577'NORTH-NORTHEAST OF THE CENTER LINE OF BLACK TOP ROAD 763, 14
 HV3577'FEET EAST-SOUTHEAST OF THE CENTER LINE OF DRIVEWAY LEADING
 HV3577'NORTH-NORTHEAST AND UPHILL, 14 FEET NORTHWEST OF DRIVEWAY
 HV3577'TURNING SOUTH TO A HOUSE, 102 FEET NORTH-NORTHWEST OF THE
 HV3577'NORTHWEST CORNER OF A ONE-STORY CONCRETE BLOCK HOUSE ERRECTED ON
 HV3577'A ROCKY LOT, 1.8 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST,
 HV3577'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 HV3577'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2473 ***********************************************************************
 HV2473  DESIGNATION -  BELVOIR BM
 HV2473  PID         -  HV2473
 HV2473  STATE/COUNTY-  VA/FAIRFAX
 HV2473  USGS QUAD   -  FORT BELVOIR (1983)
 HV2473
 HV2473                         *CURRENT SURVEY CONTROL
 HV2473  ___________________________________________________________________
 HV2473* NAD 83(1986)-  38 41 13.     (N)    077 08 05.     (W)     SCALED    
 HV2473* NAVD 88     -        40.89   (+/-2cm)     134.2    (feet)  VERTCON   
 HV2473  ___________________________________________________________________
 HV2473  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2473
 HV2473  VERT ORDER  -  ? (See Below)
 HV2473
 HV2473.The horizontal coordinates were scaled from a topographic map and have
 HV2473.an estimated accuracy of +/- 6 seconds.
 HV2473
 HV2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2473.The vertical order pertains to the NGVD 29 superseded value.
 HV2473
 HV2473.The geoid height was determined by GEOID03.
 HV2473
 HV2473;                    North         East    Units  Estimated Accuracy
 HV2473;SPC VA N     - 2,114,130.    3,618,780.      MT  (+/- 180 meters Scaled)
 HV2473
 HV2473                          SUPERSEDED SURVEY CONTROL
 HV2473
 HV2473  NGVD 29 (??/??/??)   41.159  (m)          135.04   (f) ADJUSTED    ?  
 HV2473
 HV2473.Superseded values are not recommended for survey control.
 HV2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2473.See file dsdata.txt to determine how the superseded data were derived.
 HV2473
 HV2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH143842(NAD 83)
 HV2473_MARKER: Z = SEE DESCRIPTION
 HV2473_SETTING: 0 = UNSPECIFIED SETTING
 HV2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2473
 HV2473  HISTORY     - Date     Condition        Report By
 HV2473  HISTORY     - UNK      MONUMENTED       RBNF
 HV2473  HISTORY     - 1955     GOOD             CGS
 HV2473
 HV2473                          STATION DESCRIPTION
 HV2473
 HV2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2473'1 MI NW FROM ACCOTINK.
 HV2473'BM BELVOIR, SCHOOL, BILBY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3574 ***********************************************************************
 HV3574  DESIGNATION -  BELVOIR RM 1
 HV3574  PID         -  HV3574
 HV3574  STATE/COUNTY-  VA/FAUQUIER
 HV3574  USGS QUAD   -  MARSHALL (1983)
 HV3574
 HV3574                         *CURRENT SURVEY CONTROL
 HV3574  ___________________________________________________________________
 HV3574* NAD 83(1986)-  38 51 47.     (N)    077 49 17.     (W)     SCALED    
 HV3574* NAVD 88     -       205.646  (meters)     674.69   (feet)  ADJUSTED  
 HV3574  ___________________________________________________________________
 HV3574  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3574  DYNAMIC HT  -         205.522 (meters)     674.28  (feet)  COMP
 HV3574  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HV3574
 HV3574  VERT ORDER  -  SECOND    CLASS 0
 HV3574
 HV3574.The horizontal coordinates were scaled from a topographic map and have
 HV3574.an estimated accuracy of +/- 6 seconds.
 HV3574
 HV3574.The orthometric height was determined by differential leveling
 HV3574.and adjusted by the National Geodetic Survey in June 1991..
 HV3574
 HV3574.The geoid height was determined by GEOID03.
 HV3574
 HV3574.The dynamic height is computed by dividing the NAVD 88
 HV3574.geopotential number by the normal gravity value computed on the
 HV3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3574.degrees latitude (g = 980.6199 gals.).
 HV3574
 HV3574.The modeled gravity was interpolated from observed gravity values.
 HV3574
 HV3574;                    North         East    Units  Estimated Accuracy
 HV3574;SPC VA N     - 2,133,020.    3,558,900.      MT  (+/- 180 meters Scaled)
 HV3574
 HV3574                          SUPERSEDED SURVEY CONTROL
 HV3574
 HV3574  NGVD 29 (??/??/??)  205.854  (m)          675.37   (f) ADJUSTED    2 0
 HV3574
 HV3574.Superseded values are not recommended for survey control.
 HV3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3574.See file dsdata.txt to determine how the superseded data were derived.
 HV3574
 HV3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ552053(NAD 83)
 HV3574_MARKER: DR = REFERENCE MARK DISK
 HV3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3574_STAMPING: BELVOIR NO 1 1959
 HV3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3574+STABILITY: SURFACE MOTION
 HV3574
 HV3574  HISTORY     - Date     Condition        Report By
 HV3574  HISTORY     - 1959     MONUMENTED       CGS
 HV3574  HISTORY     - 1960     GOOD             CGS
 HV3574
 HV3574                          STATION DESCRIPTION
 HV3574
 HV3574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3574'2.5 MI E FROM MARSHALL.
 HV3574'56.1 FEET EAST-NORTHEAST OF TRIANGULATION-STATION BELVOIR,
 HV3574'DESCRIBED, 22.3 FEET SOUTH OF A SMALL WATER TOWER, 49.3 FEET
 HV3574'WEST OF THE SOUTHEAST CORNER OF A WHITE PAINTED BOARD FENCE,
 HV3574'1 FOOT SOUTH OF WHITE PAINTED BOARD FENCE, AND SET IN TOP OF A
 HV3574'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3575 ***********************************************************************
 HV3575  DESIGNATION -  BELVOIR RM 2
 HV3575  PID         -  HV3575
 HV3575  STATE/COUNTY-  VA/FAUQUIER
 HV3575  USGS QUAD   -  MARSHALL (1983)
 HV3575
 HV3575                         *CURRENT SURVEY CONTROL
 HV3575  ___________________________________________________________________
 HV3575* NAD 83(1986)-  38 51 47.     (N)    077 49 17.     (W)     SCALED    
 HV3575* NAVD 88     -       205.218  (meters)     673.29   (feet)  ADJUSTED  
 HV3575  ___________________________________________________________________
 HV3575  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3575  DYNAMIC HT  -         205.093 (meters)     672.88  (feet)  COMP
 HV3575  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HV3575
 HV3575  VERT ORDER  -  SECOND    CLASS 0
 HV3575
 HV3575.The horizontal coordinates were scaled from a topographic map and have
 HV3575.an estimated accuracy of +/- 6 seconds.
 HV3575
 HV3575.The orthometric height was determined by differential leveling
 HV3575.and adjusted by the National Geodetic Survey in June 1991..
 HV3575
 HV3575.The geoid height was determined by GEOID03.
 HV3575
 HV3575.The dynamic height is computed by dividing the NAVD 88
 HV3575.geopotential number by the normal gravity value computed on the
 HV3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3575.degrees latitude (g = 980.6199 gals.).
 HV3575
 HV3575.The modeled gravity was interpolated from observed gravity values.
 HV3575
 HV3575;                    North         East    Units  Estimated Accuracy
 HV3575;SPC VA N     - 2,133,020.    3,558,900.      MT  (+/- 180 meters Scaled)
 HV3575
 HV3575                          SUPERSEDED SURVEY CONTROL
 HV3575
 HV3575  NGVD 29 (??/??/??)  205.425  (m)          673.97   (f) ADJUSTED    2 0
 HV3575
 HV3575.Superseded values are not recommended for survey control.
 HV3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3575.See file dsdata.txt to determine how the superseded data were derived.
 HV3575
 HV3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ552053(NAD 83)
 HV3575_MARKER: DR = REFERENCE MARK DISK
 HV3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3575_STAMPING: BELVOIR NO 2 1959
 HV3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3575+STABILITY: SURFACE MOTION
 HV3575
 HV3575  HISTORY     - Date     Condition        Report By
 HV3575  HISTORY     - 1959     MONUMENTED       CGS
 HV3575  HISTORY     - 1960     GOOD             CGS
 HV3575
 HV3575                          STATION DESCRIPTION
 HV3575
 HV3575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3575'2.5 MI E FROM MARSHALL.
 HV3575'54.3 FEET NORTH-NORTHWEST OF TRIANGULATION-STATION BELVOIR,
 HV3575'DESCRIBED, 71 FEET WEST-SOUTHWEST OF A SMALL WATER TOWER,
 HV3575'5.3 FEET EAST OF THE SOUTHEAST CORNER OF A WHITE PAINTED BOARD
 HV3575'FENCE, 1 FOOT SOUTH OF A WHITE PAINTED BOARD FENCE, AND SET IN TOP
 HV3575'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5013 ***********************************************************************
 GV5013  DESIGNATION -  BEN
 GV5013  PID         -  GV5013
 GV5013  STATE/COUNTY-  VA/KING WILLIAM
 GV5013  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5013
 GV5013                         *CURRENT SURVEY CONTROL
 GV5013  ___________________________________________________________________
 GV5013* NAD 83(1993)-  37 41 16.37340(N)    076 56 51.22918(W)     ADJUSTED  
 GV5013* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV5013  ___________________________________________________________________
 GV5013  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 GV5013  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 GV5013
 GV5013  HORZ ORDER  -  THIRD
 GV5013
 GV5013.The horizontal coordinates were established by classical geodetic methods
 GV5013.and adjusted by the National Geodetic Survey in November 1994..
 GV5013
 GV5013.The orthometric height was scaled from a topographic map.
 GV5013
 GV5013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5013
 GV5013.The geoid height was determined by GEOID03.
 GV5013
 GV5013;                    North         East     Units Scale Factor Converg.
 GV5013;SPC VA S     - 1,151,448.830 3,636,918.671   MT  0.99996099   +0 56 32.0
 GV5013;SPC VA S     - 3,777,711.70 11,932,124.01   sFT  0.99996099   +0 56 32.0
 GV5013;UTM  18      - 4,172,970.404   328,278.519   MT  0.99996322   -1 11 27.4
 GV5013
 GV5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5013!SPC VA S     -   1.00000492  x   0.99996099  =   0.99996591
 GV5013!UTM  18      -   1.00000492  x   0.99996322  =   0.99996814
 GV5013
 GV5013|---------------------------------------------------------------------|
 GV5013| PID    Reference Object                     Distance      Geod. Az  |
 GV5013|                                                           dddmmss.s |
 GV5013| DC8962 BEN RM 1                             17.266 METERS 09105     |
 GV5013| DC8963 BEN RM 2                              3.093 METERS 15800     |
 GV5013| DC8964 BEN RM 3                             12.579 METERS 25657     |
 GV5013| GV5046 LUM                                 APPROX. 1.7 KM 2731938.4 |
 GV5013| GV5072 WHITE OAK SHED GABLE                APPROX. 2.0 KM 2813448.9 |
 GV5013| GV5034 HOOK                                APPROX. 0.5 KM 3100817.6 |
 GV5013| GV5043 LONE PINE                           APPROX. 0.6 KM 3204721.2 |
 GV5013|---------------------------------------------------------------------|
 GV5013
 GV5013                          SUPERSEDED SURVEY CONTROL
 GV5013
 GV5013  NAD 83(1986)-  37 41 16.37520(N)    076 56 51.24566(W) AD(       ) 3
 GV5013  NAD 27      -  37 41 15.85500(N)    076 56 52.35900(W) AD(       ) 3
 GV5013
 GV5013.Superseded values are not recommended for survey control.
 GV5013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5013.See file dsdata.txt to determine how the superseded data were derived.
 GV5013
 GV5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2827972970(NAD 83)
 GV5013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV5013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5013
 GV5013  HISTORY     - Date     Condition        Report By
 GV5013  HISTORY     - 1911     MONUMENTED       CGS
 GV5013  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5013  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5013
 GV5013                          STATION DESCRIPTION
 GV5013
 GV5013'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5013'STATION IS NEARLY A MILE ABOVE SANDY POINT LANDING ON SAME
 GV5013'SIDE (S) OF RIVER, ABOUT 10 INCHES ABOVE ORDINARY HIGH WATER,
 GV5013'AND BUT 2 METERS BACK FROM IT AND 2-1/2 METERS FROM FOOT OF
 GV5013'HIGH ROUGH AND WOODED BANK, AND 3 METERS E OF CENTER OF A SPRING.
 GV5013'
 GV5013'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES.
 GV5013'
 GV5013'REFERENCE MARK NO. 1 IS A NAIL IN TRIANGLE ON AN 11-INCH MAPLE
 GV5013'AT FOOT OF BANK AND EXTREME HIGH WATER, DISTANT 17.266 METERS,
 GV5013'177 DEG 45 MIN 13 SEC TO RIGHT OF LINE TO STATION LUM.
 GV5013'
 GV5013'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE ON A 9-INCH GUM,
 GV5013'DISTANT 3.093 METERS, 244 DEG 40 MIN 21 SEC TO RIGHT OF LINE
 GV5013'TO STATION LUM.
 GV5013'
 GV5013'REFERENCE MARK NO. 3 IS A NAIL IN TRIANGLE ON A 6-INCH MAPLE,
 GV5013'4 FEET UP THE BANK ABOVE THE SPRING, DISTANT 12.577 METERS,
 GV5013'343 DEG 37 MIN 11 SEC TO RIGHT OF LINE TO STATION LUM.  THESE
 GV5013'TRIANGLES ARE LARGE AND WELL CUT.
 GV5013
 GV5013                          STATION RECOVERY (1999)
 GV5013
 GV5013'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5013'MARK NOT FOUND.
 GV5013
 GV5013                          STATION RECOVERY (2003)
 GV5013
 GV5013'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3915 ***********************************************************************
 GV3915  DESIGNATION -  BEN 1906
 GV3915  PID         -  GV3915
 GV3915  STATE/COUNTY-  VA/YORK
 GV3915  USGS QUAD   -  POQUOSON EAST (1979)
 GV3915
 GV3915                         *CURRENT SURVEY CONTROL
 GV3915  ___________________________________________________________________
 GV3915* NAD 83(1993)-  37 09 55.80972(N)    076 22 05.82914(W)     ADJUSTED  
 GV3915* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3915  ___________________________________________________________________
 GV3915  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 GV3915  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 GV3915
 GV3915  HORZ ORDER  -  THIRD
 GV3915
 GV3915.The horizontal coordinates were established by classical geodetic methods
 GV3915.and adjusted by the National Geodetic Survey in September 1995..
 GV3915
 GV3915.The orthometric height was scaled from a topographic map.
 GV3915
 GV3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3915
 GV3915.The geoid height was determined by GEOID03.
 GV3915
 GV3915;                    North         East     Units Scale Factor Converg.
 GV3915;SPC VA S     - 1,094,486.878 3,689,310.135   MT  0.99995158   +1 17 37.6
 GV3915;SPC VA S     - 3,590,829.03 12,104,011.67   sFT  0.99995158   +1 17 37.6
 GV3915;UTM  18      - 4,114,108.798   378,516.531   MT  0.99978180   -0 49 36.2
 GV3915
 GV3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3915!SPC VA S     -   1.00000560  x   0.99995158  =   0.99995718
 GV3915!UTM  18      -   1.00000560  x   0.99978180  =   0.99978739
 GV3915
 GV3915                          SUPERSEDED SURVEY CONTROL
 GV3915
 GV3915  NAD 83(1986)-  37 09 55.81696(N)    076 22 05.86563(W) AD(       ) 3
 GV3915  NAD 27      -  37 09 55.30500(N)    076 22 07.06600(W) AD(       ) 3
 GV3915
 GV3915.Superseded values are not recommended for survey control.
 GV3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3915.See file dsdata.txt to determine how the superseded data were derived.
 GV3915
 GV3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7851714109(NAD 83)
 GV3915
 GV3915  HISTORY     - Date     Condition        Report By
 GV3915  HISTORY     - 1906     MONUMENTED       CGS
 GV3915  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3915
 GV3915                          STATION DESCRIPTION
 GV3915
 GV3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3915'STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1435 ***********************************************************************
 GV1435  DESIGNATION -  BEN RESET 1964
 GV1435  PID         -  GV1435
 GV1435  STATE/COUNTY-  VA/HENRICO
 GV1435  USGS QUAD   -  RICHMOND (1994)
 GV1435
 GV1435                         *CURRENT SURVEY CONTROL
 GV1435  ___________________________________________________________________
 GV1435* NAD 83(1986)-  37 31 27.     (N)    077 24 12.     (W)     SCALED    
 GV1435* NAVD 88     -        13.33   (meters)      43.7    (feet)  RESET     
 GV1435  ___________________________________________________________________
 GV1435  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV1435
 GV1435  VERT ORDER  -  THIRD
 GV1435
 GV1435.The horizontal coordinates were scaled from a topographic map and have
 GV1435.an estimated accuracy of +/- 6 seconds.
 GV1435
 GV1435.The orthometric height was computed from unverified reset data.
 GV1435.No vertical observational check was made to the station.
 GV1435
 GV1435.The geoid height was determined by GEOID03.
 GV1435
 GV1435;                    North         East    Units  Estimated Accuracy
 GV1435;SPC VA S     - 1,132,720.    3,596,940.      MT  (+/- 180 meters Scaled)
 GV1435
 GV1435                          SUPERSEDED SURVEY CONTROL
 GV1435
 GV1435  NGVD 29 (??/??/??)   13.64   (m)           44.8    (f) RESET       3  
 GV1435
 GV1435.Superseded values are not recommended for survey control.
 GV1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1435.See file dsdata.txt to determine how the superseded data were derived.
 GV1435
 GV1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG876557(NAD 83)
 GV1435_MARKER: DB = BENCH MARK DISK
 GV1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1435_STAMPING: BEN RESET 1964
 GV1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1435+STABILITY: SURFACE MOTION
 GV1435
 GV1435  HISTORY     - Date     Condition        Report By
 GV1435  HISTORY     - 1964     MONUMENTED       CGS
 GV1435  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV1435  HISTORY     - 19961006 MARK NOT FOUND   USPSQD
 GV1435  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1435  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV1435
 GV1435                          STATION DESCRIPTION
 GV1435
 GV1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GV1435'AT RICHMOND.
 GV1435'AT RICHMOND, HENRICO COUNTY, ALONG THE SOUTHERN RAILROAD, 162
 GV1435'FEET WEST OF THE CROSSING OF GOVERNMENT STREET (U.S. HIGHWAY 60)
 GV1435'OVER THE RAILROAD TRACKS, 26 FEET NORTH OF THE NORTH RAIL OF THE
 GV1435'RAILROAD SIDING, 20 FEET SOUTHEAST OF TELEPHONE POLE NO. 10236, 13
 GV1435'FEET SOUTH OF THE SOUTH CURB ALONG U.S. HIGHWAY 60, AND 1 FOOT
 GV1435'SOUTH OF A 10 INCH POST THAT PROJECTS 14 INCHES AND HAS A WITNESS
 GV1435'SIGN NAILED TO THE SOUTH SIDE, SET IN THE TOP OF A ROUND CONCRETE
 GV1435'POST THAT IS 10 INCHES IN DIAMETER AND PROJECTS 2 INCHES.
 GV1435
 GV1435                          STATION RECOVERY (1983)
 GV1435
 GV1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV1435'MARK NOT FOUND.
 GV1435
 GV1435                          STATION RECOVERY (1996)
 GV1435
 GV1435'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1435'MARK NOT FOUND.
 GV1435
 GV1435                          STATION RECOVERY (2000)
 GV1435
 GV1435'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1435'MARK NOT FOUND.
 GV1435
 GV1435                          STATION RECOVERY (2005)
 GV1435
 GV1435'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1211 ***********************************************************************
 FW1211  DESIGNATION -  BEN VFC 1933
 FW1211  PID         -  FW1211
 FW1211  STATE/COUNTY-  VA/ACCOMACK
 FW1211  USGS QUAD   -  ACCOMAC (1979)
 FW1211
 FW1211                         *CURRENT SURVEY CONTROL
 FW1211  ___________________________________________________________________
 FW1211* NAD 83(1993)-  37 38 08.52973(N)    075 39 31.38329(W)     ADJUSTED  
 FW1211* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1211  ___________________________________________________________________
 FW1211  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FW1211  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1211
 FW1211  HORZ ORDER  -  THIRD
 FW1211
 FW1211.The horizontal coordinates were established by classical geodetic methods
 FW1211.and adjusted by the National Geodetic Survey in November 1994..
 FW1211
 FW1211.The orthometric height was scaled from a topographic map.
 FW1211
 FW1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1211
 FW1211.The geoid height was determined by GEOID03.
 FW1211
 FW1211;                    North         East     Units Scale Factor Converg.
 FW1211;SPC VA S     - 1,148,305.460 3,750,737.468   MT  0.99995633   +1 43 28.0
 FW1211;SPC VA S     - 3,767,398.83 12,305,544.51   sFT  0.99995633   +1 43 28.0
 FW1211;UTM  18      - 4,165,600.745   441,881.108   MT  0.99964160   -0 24 08.1
 FW1211
 FW1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1211!SPC VA S     -   1.00000564  x   0.99995633  =   0.99996197
 FW1211!UTM  18      -   1.00000564  x   0.99964160  =   0.99964723
 FW1211
 FW1211:                Primary Azimuth Mark                     Grid Az
 FW1211:SPC VA S     -  CUSTIS 3 RESET                           030 27 24.8
 FW1211:UTM  18      -  CUSTIS 3 RESET                           032 35 00.9
 FW1211
 FW1211|---------------------------------------------------------------------|
 FW1211| PID    Reference Object                     Distance      Geod. Az  |
 FW1211|                                                           dddmmss.s |
 FW1211| FW1215 CUSTIS 3 RESET                      APPROX. 2.6 KM 0321052.8 |
 FW1211|---------------------------------------------------------------------|
 FW1211
 FW1211                          SUPERSEDED SURVEY CONTROL
 FW1211
 FW1211  NAD 83(1993)-  37 38 08.53060(N)    075 39 31.40999(W) AD(       ) 3
 FW1211  NAD 83(1986)-  37 38 08.52890(N)    075 39 31.42089(W) AD(       ) 3
 FW1211  NAD 27      -  37 38 08.05700(N)    075 39 32.66600(W) AD(       ) 3
 FW1211
 FW1211.Superseded values are not recommended for survey control.
 FW1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1211.See file dsdata.txt to determine how the superseded data were derived.
 FW1211
 FW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4188165601(NAD 83)
 FW1211_MARKER: Z = SEE DESCRIPTION
 FW1211_SETTING: 0 = UNSPECIFIED SETTING
 FW1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1211
 FW1211  HISTORY     - Date     Condition        Report By
 FW1211  HISTORY     - 1934     MONUMENTED       VACF
 FW1211  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW1211  HISTORY     - 1962     GOOD             CGS
 FW1211
 FW1211                          STATION DESCRIPTION
 FW1211
 FW1211'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934 (FER)
 FW1211'LOCATED ON LOW SANDY RIDGE BETWEEN THE BAY AND A LOW MARSH ON
 FW1211'THE LAND OWNED BY THE HEIRS OF BEN WATKINSON.
 FW1211'
 FW1211'MARKED BY A CONCRETE MARKER ABOUT LEVEL WITH TOP SURFACE OF
 FW1211'SAND RIDGE.  CENTER MARKED.
 FW1211
 FW1211                          STATION RECOVERY (1961)
 FW1211
 FW1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1211'THIS STATION IS LOST.  THE AREA IN WHICH THE MONUMENT WAS LOCATED
 FW1211'HAS HAD A LOW DIKE BUILT AROUND IT AND ENCLOSED AREA CONTAINS
 FW1211'SPOIL, SEVERAL FEET IN DEPTH.  A NEW STATION, N. GABLE, 1961
 FW1211'WAS ESTABLISHED BY TELLUROMETER TRAVERSE, ABOUT 300 METERS
 FW1211'SOUTHWEST OF WHERE THIS STATION WAS.
 FW1211
 FW1211                          STATION RECOVERY (1962)
 FW1211
 FW1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1211'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FW1211'CONDITION.
 FW1211'
 FW1211'THE STATION IS APPROXIMATELY 1/4 MILE NORTHWEST OF BLACK BEACON NO.
 FW1211'31 AND IS BY A 2X2-INCH STAKE WHICH PROJECTS ABOUT 8 FEET.
 FW1211'
 FW1211'THE STATION WAS REACHED BY BOAT BUT CAN BE REACHED BY LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4610 ***********************************************************************
 GV4610  DESIGNATION -  BEND
 GV4610  PID         -  GV4610
 GV4610  STATE/COUNTY-  VA/JAMES CITY
 GV4610  USGS QUAD   -  HOG ISLAND (1984)
 GV4610
 GV4610                         *CURRENT SURVEY CONTROL
 GV4610  ___________________________________________________________________
 GV4610* NAD 83(1993)-  37 13 22.46978(N)    076 40 27.23226(W)     ADJUSTED  
 GV4610* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4610  ___________________________________________________________________
 GV4610  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV4610  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV4610
 GV4610  HORZ ORDER  -  THIRD
 GV4610
 GV4610.The horizontal coordinates were established by classical geodetic methods
 GV4610.and adjusted by the National Geodetic Survey in September 1995..
 GV4610
 GV4610.The orthometric height was scaled from a topographic map.
 GV4610
 GV4610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4610
 GV4610.The geoid height was determined by GEOID03.
 GV4610
 GV4610;                    North         East     Units Scale Factor Converg.
 GV4610;SPC VA S     - 1,100,286.811 3,662,020.664   MT  0.99994857   +1 06 29.2
 GV4610;SPC VA S     - 3,609,857.65 12,014,479.46   sFT  0.99994857   +1 06 29.2
 GV4610;UTM  18      - 4,120,913.768   351,463.755   MT  0.99987179   -1 00 46.6
 GV4610
 GV4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4610!SPC VA S     -   1.00000560  x   0.99994857  =   0.99995417
 GV4610!UTM  18      -   1.00000560  x   0.99987179  =   0.99987739
 GV4610
 GV4610|---------------------------------------------------------------------|
 GV4610| PID    Reference Object                     Distance      Geod. Az  |
 GV4610|                                                           dddmmss.s |
 GV4610| DC8966 BEND RM 1                             8.163 METERS 04418     |
 GV4610| GV4625 TREE HILL SHOAL LIGHT               APPROX. 3.2 KM 1314952.0 |
 GV4610| GV4618 HOMEWOOD LIGHT                      APPROX. 3.2 KM 1863824.8 |
 GV4610| DC8967 BEND RM 2                             7.283 METERS 32220     |
 GV4610|---------------------------------------------------------------------|
 GV4610
 GV4610                          SUPERSEDED SURVEY CONTROL
 GV4610
 GV4610  NAD 83(1986)-  37 13 22.47167(N)    076 40 27.26008(W) AD(       ) 3
 GV4610  NAD 27      -  37 13 21.94000(N)    076 40 28.41900(W) AD(       ) 3
 GV4610
 GV4610.Superseded values are not recommended for survey control.
 GV4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4610.See file dsdata.txt to determine how the superseded data were derived.
 GV4610
 GV4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5146420914(NAD 83)
 GV4610_MARKER: DS = TRIANGULATION STATION DISK
 GV4610_SETTING: 0 = UNSPECIFIED SETTING
 GV4610
 GV4610  HISTORY     - Date     Condition        Report By
 GV4610  HISTORY     - 1938     MONUMENTED       CGS
 GV4610  HISTORY     - 1942     GOOD             CGS
 GV4610  HISTORY     - 1947     GOOD             CGS
 GV4610  HISTORY     - 1950     GOOD             AMS
 GV4610  HISTORY     - 1957     GOOD             AMS
 GV4610  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 GV4610
 GV4610                          STATION DESCRIPTION
 GV4610
 GV4610'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4610'THIS STATION IS ON THE NORTH SHORE OF THE JAMES RIVER,
 GV4610'NORTH-NORTHEAST OF HOG POINT, ABOUT 1 MILE EAST OF THE MOUTH OF
 GV4610'COLLEGE CREEK, AND ABOUT 100 METERS EAST OF THE FIRST PROMINENT
 GV4610'RAVINE EAST OF COLLEGE CREEK.  A STEEP-TO BLUFF DIVIDES THE
 GV4610'PROMINENT RAVINE FROM A VALLEY TO THE EASTWARD, UP WHICH AN
 GV4610'ABANDONED ROAD, ALMOST OBLITERATED BY VINES, LEADS AWAY FROM
 GV4610'THE REMAINS OF TWO OLD ABANDONED WHARFS.  THE STATION IS AT
 GV4610'THE FOOT OF THE EASTERN SLOPE OF THE ABOVE-MENTIONED BLUFF
 GV4610'AND ABOUT MIDWAY BETWEEN THE EXTENSIONS OF THE LINES OF THE
 GV4610'PILING OF THE WHARVES.  THE MARK IS 6-1/2 METERS FROM HIGH
 GV4610'WATER LINE, 3.4 METERS SOUTH OF AN OLD SHACK, ABOUT 30
 GV4610'METERS WEST OF A SMALL SLOUGH.  THE STATION IS MARKED BY A
 GV4610'STANDARD MARK SET IN THE SURFACE OF A CONCRETE POST WHICH
 GV4610'WAS POURED TO A DEPTH OF 33 INCHES AROUND A 3- BY 3-INCH PINE
 GV4610'POST DRIVEN 6 FEET INTO THE GROUND.  THE MONUMENT PROJECTS
 GV4610'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GV4610'
 GV4610'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GV4610'THEY ARE SET INSHORE, ONE ON
 GV4610'EITHER SIDE OF THE OLD SHACK.  THEY ARE ABOUT 2-1/2 FEET HIGHER
 GV4610'THAN THE STATION MARK.
 GV4610
 GV4610                          STATION RECOVERY (1942)
 GV4610
 GV4610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4610'1938 DESCRIPTION ADEQUATE.
 GV4610
 GV4610                          STATION RECOVERY (1947)
 GV4610
 GV4610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4610'THIS STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GV4610'THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE 1938 DESCRIPTION
 GV4610'IS ADEQUATE.
 GV4610
 GV4610                          STATION RECOVERY (1950)
 GV4610
 GV4610'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1950 (RSM)
 GV4610'STATION LOCATED AS DESCRIBED AND SET IN CONCRETE POST, PROJECTS 2
 GV4610'IN ABOVE GROUND.
 GV4610
 GV4610                          STATION RECOVERY (1957)
 GV4610
 GV4610'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957 (RSM)
 GV4610'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GV4610
 GV4610                          STATION RECOVERY (1997)
 GV4610
 GV4610'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4505 ***********************************************************************
 JV4505  DESIGNATION -  BEND
 JV4505  PID         -  JV4505
 JV4505  STATE/COUNTY-  VA/FAIRFAX
 JV4505  USGS QUAD   -  SENECA (1994)
 JV4505
 JV4505                         *CURRENT SURVEY CONTROL
 JV4505  ___________________________________________________________________
 JV4505* NAD 83(1993)-  39 00 52.74863(N)    077 16 08.85268(W)     ADJUSTED  
 JV4505* NAVD 88     -       113.432  (meters)     372.15   (feet)  ADJUSTED  
 JV4505  ___________________________________________________________________
 JV4505  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JV4505  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JV4505  DYNAMIC HT  -         113.373 (meters)     371.96  (feet)  COMP
 JV4505  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 JV4505
 JV4505  HORZ ORDER  -  FIRST
 JV4505  VERT ORDER  -  THIRD
 JV4505
 JV4505.The horizontal coordinates were established by classical geodetic methods
 JV4505.and adjusted by the National Geodetic Survey in November 1994..
 JV4505
 JV4505.The orthometric height was determined by differential leveling
 JV4505.and adjusted by the National Geodetic Survey in September 2004..
 JV4505
 JV4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4505
 JV4505.The geoid height was determined by GEOID03.
 JV4505
 JV4505.The dynamic height is computed by dividing the NAVD 88
 JV4505.geopotential number by the normal gravity value computed on the
 JV4505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4505.degrees latitude (g = 980.6199 gals.).
 JV4505
 JV4505.The modeled gravity was interpolated from observed gravity values.
 JV4505
 JV4505;                    North         East     Units Scale Factor Converg.
 JV4505;SPC VA N     - 2,150,342.457 3,606,598.075   MT  0.99997236   +0 46 05.6
 JV4505;SPC VA N     - 7,054,915.21 11,832,647.18   sFT  0.99997236   +0 46 05.6
 JV4505;SPC MD       -   149,667.132   376,692.548   MT  0.99995277   -0 10 08.1
 JV4505;SPC MD       -   491,032.92  1,235,865.47   sFT  0.99995277   -0 10 08.1
 JV4505;UTM  18      - 4,320,852.264   303,542.187   MT  1.00007527   -1 25 44.1
 JV4505
 JV4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4505!SPC VA N     -   0.99998717  x   0.99997236  =   0.99995953
 JV4505!SPC MD       -   0.99998717  x   0.99995277  =   0.99993994
 JV4505!UTM  18      -   0.99998717  x   1.00007527  =   1.00006244
 JV4505
 JV4505|---------------------------------------------------------------------|
 JV4505| PID    Reference Object                     Distance      Geod. Az  |
 JV4505|                                                           dddmmss.s |
 JV4505| CK6624 BEND RM 1                            24.313 METERS 09340     |
 JV4505| CK6625 BEND RM 2                            19.937 METERS 16432     |
 JV4505| JV4518 BEND AZ MK 2                        217.828 METERS 21011     |
 JV4505| CK6623 BEND AZ MK                                         2105500.5 |
 JV4505|---------------------------------------------------------------------|
 JV4505
 JV4505                          SUPERSEDED SURVEY CONTROL
 JV4505
 JV4505  NAD 83(1993)-  39 00 52.74803(N)    077 16 08.85395(W) AD(       ) 1
 JV4505  NAD 83(1986)-  39 00 52.74837(N)    077 16 08.86408(W) AD(       ) 1
 JV4505  NAD 27      -  39 00 52.35469(N)    077 16 09.91947(W) AD(       ) 1
 JV4505  NGVD 29 (07/19/86)  113.9    (m)          374.     (f) VERT ANG       
 JV4505
 JV4505.Superseded values are not recommended for survey control.
 JV4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4505.See file dsdata.txt to determine how the superseded data were derived.
 JV4505
 JV4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0354220852(NAD 83)
 JV4505_MARKER: DS = TRIANGULATION STATION DISK
 JV4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4505_SP_SET: CONCRETE POST
 JV4505_STAMPING: BEND 1969
 JV4505_MARK LOGO: CGS   
 JV4505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4505+STABILITY: SURFACE MOTION
 JV4505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4505+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 JV4505
 JV4505  HISTORY     - Date     Condition        Report By
 JV4505  HISTORY     - 1969     MONUMENTED       CGS
 JV4505  HISTORY     - 1969     GOOD             CGS
 JV4505  HISTORY     - 1979     GOOD             NGS
 JV4505  HISTORY     - 1990     GOOD             VADHT
 JV4505  HISTORY     - 19920120 GOOD             MSI
 JV4505  HISTORY     - 20050501 GOOD             GEOCAC
 JV4505  HISTORY     - 20050625 GOOD             USPSQD
 JV4505
 JV4505                          STATION DESCRIPTION
 JV4505
 JV4505'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 JV4505'THE STATION IS ABOUT 5-1/2 MILES EAST OF A POINT WHERE STATE HIGHWAY
 JV4505'7 CROSSES THE LOUDOUN-FAIRFAX COUNTY LINE, 3-1/2 MILES WEST OF
 JV4505'POTOMAC MARYLAND AND 1-1/2 MILES NORTHEAST OF GREAT FALLS IN THE
 JV4505'ANGLE BETWEEN RIVER BEND ROAD AND JEFFERY ROAD AND ON
 JV4505'PROPERTY OF GRAHAM MORISON.
 JV4505'
 JV4505'TO REACH THE STATION FROM THE POST OFFICE IN GREAT FALLS, GO WEST ON
 JV4505'OLD GEORGETOWN PIKE FOR 0.3 MILE TO A SIDE ROAD RIGHT AT THE GREAT
 JV4505'FALLS FIRE DEPARTMENT.  TURN RIGHT AND GO NORTH, PASSING TO THE
 JV4505'EAST OF THE FIRE DEPARTMENT FOR 0.05 MILE TO A T-ROAD JUNCTION.
 JV4505'TURN LEFT AND GO NORTHWEST ON PAVED ROAD FOR 0.5 MILE TO THE
 JV4505'JUNCTION WITH COUNTY ROAD 682.  TURN RIGHT AND GO EAST ON ROAD
 JV4505'682 FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JV4505'CONTINUE EASTERLY FOR 0.15 MILE TO THE JUNCTION WITH RIVER BEND
 JV4505'ROAD.  (COUNTY ROAD 603) TURN LEFT AND GO NORTH ON RIVER
 JV4505'BEND ROAD FOR 0.1 MILE TO A FORK AND THE STATION IN THE ANGLE OF
 JV4505'THE ROADS.
 JV4505'
 JV4505'STATION MARK IS A STANDARD DISK, STAMPED BEND 1969, SET IN THE TOP
 JV4505'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH
 JV4505'THE GROUND SURFACE.  IT IS 69.7 FEET NORTH OF A WITNESS POST, 54.0
 JV4505'FEET WEST-NORTHWEST OF THE CENTERLINE OF JEFFERY ROAD, 33.0 FEET
 JV4505'EAST OF THE CENTERLINE OF RIVER BEND ROAD AND 14.7 FEET EAST OF A
 JV4505'BOARD FENCE.  THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND
 JV4505'SURFACE.
 JV4505'
 JV4505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEND NO 1 1969, SET IN
 JV4505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 JV4505'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 41.3 FEET EAST OF THE
 JV4505'BOARD FENCE, 19.5 FEET SOUTH OF THE CENTERLINE OF JEFFERY ROAD AND
 JV4505'ABOUT 2 FEET LOWER THAN THE STATION.
 JV4505'
 JV4505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEND NO 2 1969, SET IN
 JV4505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 JV4505'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 18.0 FEET WEST-NORTHWEST
 JV4505'OF THE CENTERLINE OF JEFFERY ROAD, 8.0 FEET NORTH-NORTHEAST OF A
 JV4505'FENCE CORNER, 5.0 FEET NORTH-NORTHEAST OF THE WITNESS POST AND
 JV4505'ABOUT THE SAME ELEVATION AS THE STATION.
 JV4505'
 JV4505'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEND 1969, SET IN THE
 JV4505'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 JV4505'4 INCHES ABOVE THE GROUND.  IT IS 21.0 FEET NORTH OF THE CENTERLINE
 JV4505'OF A PAVED ROAD, 2.8 FEET NORTHEAST OF A WITNESS POST AND 1.5 FEET
 JV4505'EAST OF POWER LINE POLE NUMBER L 169.
 JV4505'
 JV4505'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 JV4505'OBSTRUCTIONS.
 JV4505
 JV4505                          STATION RECOVERY (1969)
 JV4505
 JV4505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JV4505'RECOVERED IN GOOD CONDITION.
 JV4505
 JV4505                          STATION RECOVERY (1979)
 JV4505
 JV4505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JV4505'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 JV4505'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW
 JV4505'OBSTRUCTED BY A HOUSE.  A NUMBER 2 AZIMUTH MARK WAS ESTABLISHED AT
 JV4505'THIS TIME.  THE ANGLE BETWEEN THE REFERENCE MARKS AND THE DISTANCE
 JV4505'TO REFERENCE MARK 1 CHECKED THE 1969 DATA BUT THE DISTANCE TO
 JV4505'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.004 METER.
 JV4505'
 JV4505'A NEW DESCRIPTION FOLLOWS--
 JV4505'
 JV4505'THE STATION IS ABOUT 5-1/2 MILES EAST OF A POINT WHERE STATE HIGHWAY
 JV4505'7 CROSSES THE LOUDOUN-FAIRFAX COUNTY LINE, 3-1/2 MILES WEST OF
 JV4505'POTOMAC, MARYLAND AND 1-1/2 MILES NORTHEAST OF GREAT FALLS IN THE
 JV4505'ANGLE FORMED BY RIVERBEND ROAD AND JEFFERY ROAD.
 JV4505'
 JV4505'TO REACH THE STATION FROM THE GREAT FALLS POST OFFICE, GO WEST ON
 JV4505'OLD GEORGETOWN PIKE FOR 0.3 MILE TO A SIDE ROAD RIGHT AT THE GREAT
 JV4505'FALLS FIRE DEPARTMENT.  TURN RIGHT AND GO NORTH PASSING TO THE EAST
 JV4505'OF THE FIRE DEPARTMENT FOR 0.05 MILE TO A TEE ROAD.  TURN LEFT AND
 JV4505'GO NORTHWEST FOR 0.5 MILE TO THE JUNCTION WITH COUNTY ROAD 682.  TURN
 JV4505'RIGHT AND GO EAST ON 682 FOR 1.45 MILES TO AZIMUTH MARK 1 ON THE
 JV4505'LEFT.  CONTINUE EASTERLY FOR 0.05 MILES TO A DRIVEWAY ON THE LEFT,
 JV4505'TO REACH AZIMUTH MARK 2 FROM THIS POINT TURN LEFT AND GO NORTHERLY
 JV4505'FOR 0.05 MILE TO THE FIRST HOUSE AND THE MARK ON THE LEFT, CONTINUE
 JV4505'EASTERLY ON COUNTY ROUTE 682 FOR 0.1 MILE TO THE JUNCTION WITH
 JV4505'RIVERBEND ROAD, COUNTY ROAD 603, TURN LEFT AND GO NORTH ON RIVERBEND
 JV4505'ROAD FOR 0.1 MILE TO A FORK AND THE STATION IN THE ANGLE OF THE ROADS.
 JV4505'
 JV4505'THE STATION MARK IS A STANDARD DISK STAMPED---BEND 1969--- SET IN
 JV4505'THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND FLUSH
 JV4505'WITH THE GROUND.  IT IS 59.5 FEET NORTH OF THE SOUTH CORNER POST OF
 JV4505'A BOARD FENCE, 41 FEET NORTHWEST OF THE NORTH END-POST OF THE BOARD
 JV4505'FENCE, 32.5 FEET EAST OF THE CENTERLINE OF RIVERBEND ROAD, 15.1 FEET
 JV4505'EAST OF THE BOARD FENCE AND 2.7 EAST OF A METAL WITNESS POST.  THE
 JV4505'UNDERGROUND, DESCRIBED AS BEING 36 INCHES BELOW THE SURFACE, WAS NOT
 JV4505'INSPECTED.
 JV4505'
 JV4505'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BEND NO 1 1969---
 JV4505'SET IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER THAT
 JV4505'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40.4 EAST OF THE NORTH
 JV4505'END OF THE BOARD FENCE, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 JV4505'JEFFREY ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 JV4505'
 JV4505'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BEND NO 2 1969--- SET
 JV4505'IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER THAT
 JV4505'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 25 FEET NORTHEAST OF THE
 JV4505'CENTERLINE OF RIVERBEND ROAD, 16.4 FEET WEST OF THE CENTERLINE OF
 JV4505'COUNTY ROUTE 1268, JEFFREY ROAD, 16.4 FEET WEST OF THE SOUTH CORNER
 JV4505'POST OF THE BOARD FENCE AND 5 FEET NORTH OF A METAL WITNESS POST.
 JV4505'
 JV4505'AZIMUTH MARK 1 IS A STANDARD DISK STAMPED---BEND 1969--- SET IN THE
 JV4505'TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND FLUSH WITH
 JV4505'THE GROUND.  IT IS 21 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 JV4505'682, 2.8 FEET NORTHEAST OF A METAL WITNESS POST, 1.6 FEET EAST OF
 JV4505'BRACE POLE AND 0.7 FEET SOUTHEAST OF POWERLINE POLE WITH A TRANSFORMER
 JV4505'AND NUMBERED L-169.
 JV4505'
 JV4505'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED---BEND 1969 NO2 1979---
 JV4505'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12-INCHES IN DIAMETER
 JV4505'AND FLUSH WITH THE GROUND.  IT IS 102 FEET NORTH-NORTHEAST OF THE
 JV4505'SOUTHEAST CORNER OF HOUSE NUMBER 9312, 76.9 FEET NORTH-NORTHEAST OF
 JV4505'THE NORTHEAST CORNER OF THE CHIMNEY ON THE HOUSE, 25.5 FEET
 JV4505'NORTHWEST OF THE NORTHEAST CORNER OF A POWER TRANSFORMER BOX WHICH
 JV4505'PROJECTS ABOUT 3 FEET, 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD
 JV4505'AND 51.5 FEET NORTH OF THE CENTER OF A SEPTIC TANK LID.
 JV4505
 JV4505                          STATION RECOVERY (1990)
 JV4505
 JV4505'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 JV4505'RECOVERED IN GOOD CONDITION.
 JV4505
 JV4505                          STATION RECOVERY (1992)
 JV4505
 JV4505'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 JV4505'THE STATION IS ABOUT 5.5 MILES (8.9 KM) EAST OF A POINT WHERE STATE
 JV4505'HIGHWAY 7 CROSSES THE LOUDOUN-FAIRFAX COUNTY LINE, 3.5 MILES (5.6 KM)
 JV4505'WEST OF POTOMAC, MARYLAND AND 1.5 MILES (2.4 KM) NORTHEAST OF GREAT
 JV4505'FALLS IN THE ANGLE FORMED BY RIVERBEND ROAD AND JEFFERY ROAD.  TO
 JV4505'REACH THE STATION FROM THE GREAT FALLS POST OFFICE, GO WEST ON OLD
 JV4505'GEORGETOWN PIKE FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD RIGHT AT THE
 JV4505'GREAT FALLS FIRE DEPARTMENT.  TURN RIGHT AND GO NORTH PASSING TO THE
 JV4505'EAST OF THE FIRE DEPARTMENT FOR 0.05 MILE (0.08 KM) TO A TEE ROAD.
 JV4505'TURN LEFT AND GO NORTHWEST FOR 0.5 MILE (0.8 KM) TO THE JUNCTION WITH
 JV4505'COUNTY ROAD 682.  TURN RIGHT AND GO EAST ON 682 FOR 1.45 MILES (2.33
 JV4505'KM) TO AZIMUTH MARK 1 ON THE LEFT.  CONTINUE EASTERLY FOR 0.05 MILES
 JV4505'(0.08 KM) TO A DRIVEWAY ON THE LEFT, TO REACH AZIMUTH MARK 2 FROM
 JV4505'THIS POINT TURN LEFT AND GO NORTHERLY FOR 0.05 MILE (0.08 KM) TO THE
 JV4505'FIRST HOUSE AND THE MARK ON THE LEFT, CONTINUE EASTERLY ON COUNTY
 JV4505'ROUTE 682 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION WITH RIVERBEND ROAD,
 JV4505'COUNTY ROAD 603, TURN LEFT AND GO NORTH ON RIVERBEND ROAD FOR 0.1
 JV4505'MILE (0.2 KM) TO A FORK AND THE STATION IN THE ANGLE OF THE ROADS, IN
 JV4505'TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND FLUSH WITH
 JV4505'THE GROUND.  IT IS 59.5 FEET (18.1 M) NORTH OF THE SOUTH CORNER POST
 JV4505'OF A BOARD FENCE, 41 FEET (12.5 M) NORTHWEST OF THE NORTH END-POST OF
 JV4505'THE BOARD FENCE, 32.5 FEET (9.9 M) EAST OF THE CENTERLINE OF
 JV4505'RIVERBEND ROAD, 15.1 FEET (4.6 M) EAST OF THE BOARD FENCE AND 2.7
 JV4505'EAST OF A METAL WITNESS POST.  THE UNDERGROUND, DESCRIBED AS BEING 36
 JV4505'INCHES BELOW THE SURFACE, WAS NOT INSPECTED.
 JV4505
 JV4505                          STATION RECOVERY (2005)
 JV4505
 JV4505'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV4505'STATION DISK FOUND AS DESCRIBED.
 JV4505' 
 JV4505'BOARD FENCE MENTIONED IN PREVIOUS REPORTS NOT OBSERVED.
 JV4505' 
 JV4505'RM 1 AND AZIMUTH MARK NOT SEARCHED FOR.
 JV4505' 
 JV4505'RM 2 LOCATED ABOUT 5.5 FEET EAST OF THE RIVER BEND ROAD-JEFFERY ROAD
 JV4505'SIGNPOST AND ABOUT 5.5 FEET NORTH OF A 6-INCH WOODEN POST WITH A STOP
 JV4505'SIGN.
 JV4505
 JV4505                          STATION RECOVERY (2005)
 JV4505
 JV4505'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 JV4505'N 39 00.878
 JV4505'W 077 16.151
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4518 ***********************************************************************
 JV4518  DESIGNATION -  BEND AZ MK 2
 JV4518  PID         -  JV4518
 JV4518  STATE/COUNTY-  VA/FAIRFAX
 JV4518  USGS QUAD   -  SENECA (1994)
 JV4518
 JV4518                         *CURRENT SURVEY CONTROL
 JV4518  ___________________________________________________________________
 JV4518* NAD 83(1993)-  39 00 46.64291(N)    077 16 13.40550(W)     ADJUSTED  
 JV4518* NAVD 88     -       103.700  (meters)     340.22   (feet)  ADJUSTED  
 JV4518  ___________________________________________________________________
 JV4518  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JV4518  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JV4518  DYNAMIC HT  -         103.646 (meters)     340.05  (feet)  COMP
 JV4518  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JV4518
 JV4518  HORZ ORDER  -  SECOND
 JV4518  VERT ORDER  -  THIRD
 JV4518
 JV4518.The horizontal coordinates were established by classical geodetic methods
 JV4518.and adjusted by the National Geodetic Survey in November 1994..
 JV4518.No horizontal observational check was made to the station.
 JV4518
 JV4518.The orthometric height was determined by differential leveling
 JV4518.and adjusted by the National Geodetic Survey in September 2004..
 JV4518
 JV4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4518
 JV4518.The geoid height was determined by GEOID03.
 JV4518
 JV4518.The dynamic height is computed by dividing the NAVD 88
 JV4518.geopotential number by the normal gravity value computed on the
 JV4518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV4518.degrees latitude (g = 980.6199 gals.).
 JV4518
 JV4518.The modeled gravity was interpolated from observed gravity values.
 JV4518
 JV4518;                    North         East     Units Scale Factor Converg.
 JV4518;SPC VA N     - 2,150,152.725 3,606,491.078   MT  0.99997215   +0 46 02.7
 JV4518;SPC VA N     - 7,054,292.73 11,832,296.15   sFT  0.99997215   +0 46 02.7
 JV4518;SPC MD       -   149,479.179   376,582.465   MT  0.99995270   -0 10 10.9
 JV4518;SPC MD       -   490,416.27  1,235,504.30   sFT  0.99995270   -0 10 10.9
 JV4518;UTM  18      - 4,320,666.754   303,427.983   MT  1.00007582   -1 25 46.8
 JV4518
 JV4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4518!SPC VA N     -   0.99998870  x   0.99997215  =   0.99996085
 JV4518!SPC MD       -   0.99998870  x   0.99995270  =   0.99994140
 JV4518!UTM  18      -   0.99998870  x   1.00007582  =   1.00006452
 JV4518
 JV4518                          SUPERSEDED SURVEY CONTROL
 JV4518
 JV4518  NAD 83(1993)-  39 00 46.64232(N)    077 16 13.40677(W) AD(       ) 2
 JV4518  NAD 83(1986)-  39 00 46.64263(N)    077 16 13.41685(W) AD(       ) 2
 JV4518  NAD 27      -  39 00 46.24888(N)    077 16 14.47210(W) AD(       ) 2
 JV4518  NGVD 29 (07/19/86)  103.1    (m)          338.     (f) VERT ANG       
 JV4518
 JV4518.Superseded values are not recommended for survey control.
 JV4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4518.See file dsdata.txt to determine how the superseded data were derived.
 JV4518
 JV4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0342820667(NAD 83)
 JV4518_MARKER: DZ = AZIMUTH MARK DISK
 JV4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4518_SP_SET: CONCRETE POST
 JV4518_STAMPING: BEND 1969 NO 2 1979
 JV4518_MARK LOGO: NGS   
 JV4518_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV4518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4518+STABILITY: SURFACE MOTION
 JV4518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4518+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 JV4518
 JV4518  HISTORY     - Date     Condition        Report By
 JV4518  HISTORY     - 1979     MONUMENTED       NGS
 JV4518  HISTORY     - 19920120 GOOD             MSI
 JV4518  HISTORY     - 20050625 GOOD             USPSQD
 JV4518
 JV4518                          STATION DESCRIPTION
 JV4518
 JV4518'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 JV4518'TO REACH THE STATION FROM THE GREAT FALLS POST OFFICE, GO WEST ON OLD
 JV4518'GEORGETOWN PIKE FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD RIGHT AT THE
 JV4518'GREAT FALLS FIRE DEPARTMENT.  TURN RIGHT AND GO NORTH PASSING TO THE
 JV4518'EAST OF THE FIRE DEPARTMENT FOR 0.05 MILE (0.08 KM) TO A TEE ROAD.
 JV4518'TURN LEFT AND GO NORTHWEST FOR 0.5 MILE (0.8 KM) TO THE JUNCTION WITH
 JV4518'COUNTY ROAD 682.  TURN RIGHT AND GO EAST ON 682 FOR 1.45 MILES (2.33
 JV4518'KM) TO AZIMUTH MARK 1 ON THE LEFT.)CONTINUE EASTERLY FOR 0.05 MILES
 JV4518'(0.08 KM) TO A DRIVEWAY ON THE LEFT, TO REACH AZIMUTH MARK 2 FROM
 JV4518'THIS POINT TURN LEFT AND GO NORTHERLY FOR 0.05 MILE (0.08 KM) TO THE
 JV4518'FIRST HOUSE AND THE MARK ON THE LEFT, CONTINUE EASTERLY ON COUNTY
 JV4518'ROUTE 682 FOR 0.1 MILE (0.2 KM) TO THE JUNCTION WITH RIVERBEND ROAD,
 JV4518'COUNTY ROAD 603, TURN LEFT AND GO NORTH ON RIVERBEND ROAD FOR 0.1
 JV4518'MILE (0.2 KM) TO A FORK AND THE MARK IN THE ANGLE OF THE ROADS, IN
 JV4518'THE TOP OF A ROUND CONCRETE POST THAT IS 12-INCHES IN DIAMETER AND
 JV4518'FLUSH WITH THE GROUND.  IT IS 102 FEET (31.1 M) NORTH-NORTHEAST OF
 JV4518'THE SOUTHEAST CORNER OF HOUSE NUMBER 9312, 76.9 FEET (23.4 M)
 JV4518'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHIMNEY ON THE HOUSE,
 JV4518'25.5 FEET (7.8 M) NORTHWEST OF THE NORTHEAST CORNER OF A POWER
 JV4518'TRANSFORMER BOX WHICH PROJECTS ABOUT 3 FEET, 23 FEET (7.0 M) WEST OF
 JV4518'THE CENTER OF A GRAVELED ROAD AND 51.5 FEET (15.7 M) NORTH OF THE
 JV4518'CENTER OF A SEPTIC TANK LID.
 JV4518
 JV4518                          STATION RECOVERY (2005)
 JV4518
 JV4518'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 JV4518'N 39 00.871
 JV4518'W 077 16.145
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4211 ***********************************************************************
 GV4211  DESIGNATION -  BENDALL VFC 1937
 GV4211  PID         -  GV4211
 GV4211  STATE/COUNTY-  VA/MATHEWS
 GV4211  USGS QUAD   -  MATHEWS (1965)
 GV4211
 GV4211                         *CURRENT SURVEY CONTROL
 GV4211  ___________________________________________________________________
 GV4211* NAD 83(1993)-  37 26 22.82564(N)    076 21 29.02545(W)     ADJUSTED  
 GV4211* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4211  ___________________________________________________________________
 GV4211  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 GV4211  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV4211
 GV4211  HORZ ORDER  -  THIRD
 GV4211
 GV4211.The horizontal coordinates were established by classical geodetic methods
 GV4211.and adjusted by the National Geodetic Survey in September 1995..
 GV4211
 GV4211.The orthometric height was scaled from a topographic map.
 GV4211
 GV4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4211
 GV4211.The geoid height was determined by GEOID03.
 GV4211
 GV4211;                    North         East     Units Scale Factor Converg.
 GV4211;SPC VA S     - 1,124,926.402 3,689,527.570   MT  0.99994619   +1 17 60.0
 GV4211;SPC VA S     - 3,690,696.04 12,104,725.04   sFT  0.99994619   +1 17 60.0
 GV4211;UTM  18      - 4,144,514.286   379,861.276   MT  0.99977779   -0 49 32.5
 GV4211
 GV4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4211!SPC VA S     -   1.00000552  x   0.99994619  =   0.99995171
 GV4211!UTM  18      -   1.00000552  x   0.99977779  =   0.99978331
 GV4211
 GV4211|---------------------------------------------------------------------|
 GV4211| PID    Reference Object                     Distance      Geod. Az  |
 GV4211|                                                           dddmmss.s |
 GV4211| GV4258 SOPER VFC 1937                      378.647 METERS 00639     |
 GV4211| GV4268 WILLIAMS VFC 1937                   281.105 METERS 21041     |
 GV4211| GV4231 HALL VFC 1937                       283.240 METERS 24708     |
 GV4211|---------------------------------------------------------------------|
 GV4211
 GV4211                          SUPERSEDED SURVEY CONTROL
 GV4211
 GV4211  NAD 83(1993)-  37 26 22.82707(N)    076 21 29.02331(W) AD(       ) 3
 GV4211  NAD 83(1986)-  37 26 22.83604(N)    076 21 29.05204(W) AD(       ) 3
 GV4211  NAD 27      -  37 26 22.31700(N)    076 21 30.24900(W) AD(       ) 3
 GV4211
 GV4211.Superseded values are not recommended for survey control.
 GV4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4211.See file dsdata.txt to determine how the superseded data were derived.
 GV4211
 GV4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7986144514(NAD 83)
 GV4211_MARKER: U = CONCRETE POST
 GV4211_SETTING: 0 = UNSPECIFIED SETTING
 GV4211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4211
 GV4211  HISTORY     - Date     Condition        Report By
 GV4211  HISTORY     - 1937     MONUMENTED       VACF
 GV4211  HISTORY     - 1944     GOOD             CGS
 GV4211  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4211
 GV4211                          STATION DESCRIPTION
 GV4211
 GV4211'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4211'STATION IS ON E SIDE OF RIVER IN FRONT OF THE HOUSE NOW OCCUPIED
 GV4211'BY MR. BENDALL.
 GV4211'
 GV4211'STATION IS MARKED BY A CONCRETE MARKER.
 GV4211
 GV4211                          STATION RECOVERY (1944)
 GV4211
 GV4211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4211'STATION RECOVERED IN FAIR CONDITION, 3 METERS INSHORE FROM
 GV4211'HIGH-WATER LINE.  MARK EXTENDS ABOVE THE SURFACE OF THE GROUND
 GV4211'AND IS VERY EASY TO RECOVER.  THE ORIGINAL DESCRIPTION AND
 GV4211'SKETCH ARE ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4211
 GV4211                          STATION RECOVERY (2002)
 GV4211
 GV4211'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3916 ***********************************************************************
 GV3916  DESIGNATION -  BENNETT
 GV3916  PID         -  GV3916
 GV3916  STATE/COUNTY-  VA/C OF POQUOSON
 GV3916  USGS QUAD   -  POQUOSON EAST (1979)
 GV3916
 GV3916                         *CURRENT SURVEY CONTROL
 GV3916  ___________________________________________________________________
 GV3916* NAD 83(1993)-  37 09 42.07851(N)    076 22 28.07177(W)     ADJUSTED  
 GV3916* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3916  ___________________________________________________________________
 GV3916  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV3916  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 GV3916
 GV3916  HORZ ORDER  -  THIRD
 GV3916
 GV3916.The horizontal coordinates were established by classical geodetic methods
 GV3916.and adjusted by the National Geodetic Survey in September 1995..
 GV3916
 GV3916.The orthometric height was scaled from a topographic map.
 GV3916
 GV3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3916
 GV3916.The geoid height was determined by GEOID03.
 GV3916
 GV3916;                    North         East     Units Scale Factor Converg.
 GV3916;SPC VA S     - 1,094,051.329 3,688,771.065   MT  0.99995182   +1 17 24.1
 GV3916;SPC VA S     - 3,589,400.07 12,102,243.07   sFT  0.99995182   +1 17 24.1
 GV3916;UTM  18      - 4,113,693.563   377,961.809   MT  0.99978346   -0 49 49.3
 GV3916
 GV3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3916!SPC VA S     -   1.00000559  x   0.99995182  =   0.99995741
 GV3916!UTM  18      -   1.00000559  x   0.99978346  =   0.99978905
 GV3916
 GV3916|---------------------------------------------------------------------|
 GV3916| PID    Reference Object                     Distance      Geod. Az  |
 GV3916|                                                           dddmmss.s |
 GV3916| DC8969 BENNETT RM 2                         12.460 METERS 08550     |
 GV3916| DC8968 BENNETT RM 1                         14.710 METERS 22511     |
 GV3916| GV4173 HUNT 2                              APPROX. 2.3 KM 2662555.8 |
 GV3916|---------------------------------------------------------------------|
 GV3916
 GV3916                          SUPERSEDED SURVEY CONTROL
 GV3916
 GV3916  NAD 83(1986)-  37 09 42.08564(N)    076 22 28.10849(W) AD(       ) 3
 GV3916  NAD 27      -  37 09 41.56200(N)    076 22 29.30100(W) AD(       ) 3
 GV3916
 GV3916.Superseded values are not recommended for survey control.
 GV3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3916.See file dsdata.txt to determine how the superseded data were derived.
 GV3916
 GV3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7796213694(NAD 83)
 GV3916_MARKER: U = CONCRETE POST
 GV3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3916
 GV3916  HISTORY     - Date     Condition        Report By
 GV3916  HISTORY     - 1934     MONUMENTED       VACF
 GV3916  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GV3916  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV3916
 GV3916                          STATION DESCRIPTION
 GV3916
 GV3916'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV3916'ON THE EXTREME WESTERN POINT OF A MARSH AT THE ENTRANCE TO
 GV3916'BENNETTS CREEK ON A LOW SAND RIDGE, WEST OF A SHALLOW COVE.
 GV3916'THE STATION IS MARKED BY A CONCRETE MONUMENT, ITS SURFACE A
 GV3916'SHORT DISTANCE BELOW THE SURFACE OF THE SAND.
 GV3916
 GV3916                          STATION RECOVERY (1934)
 GV3916
 GV3916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV3916'ON THE WESTERN EDGE OF A MARSH AT THE ENTRANCE TO BENNETT
 GV3916'CREEK, NEAR POQUOSON RIVER, SOUTHEAST FROM BENNETT CREEK
 GV3916'BEACON AND WEST OF A SHALLOW COVE.  DISTANCES TO MEAN HIGH
 GV3916'WATER TOWARD BENNETT CREEK BEACON, HUNT 2, YORK POINT AND TUES
 GV3916'POINT LIGHT ARE 78 FEET, 115 FEET, 63 FEET AND 68 FEET
 GV3916'RESPECTIVELY.  DISTANCE FROM STATION TO MEAN HIGH WATER IN
 GV3916'LINE WITH, AND AWAY FROM YORK POINT IS 97 FEET.  THE MARKER
 GV3916'CONCENTRICALLY REPLACES ONE OF THE SAME NAME (DESCRIBED
 GV3916'ABOVE) PUT IN THE VA. FISHERIES COMMISSION.  BEST ACCESS IS
 GV3916'BY BOAT FROM SHIP POINT.
 GV3916'
 GV3916'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV3916'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV3916'RESPECTIVELY.
 GV3916
 GV3916                          STATION RECOVERY (1944)
 GV3916
 GV3916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3916'STATION AND BOTH R.M. 1 AND 2 ARE DESTROYED.  THEY WERE FOUND
 GV3916'LYING ON THEIR SIDES ON THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4149 ***********************************************************************
 GV4149  DESIGNATION -  BENNETT CREEK BEACON
 GV4149  PID         -  GV4149
 GV4149  STATE/COUNTY-  VA/YORK
 GV4149  USGS QUAD   -  POQUOSON WEST (1983)
 GV4149
 GV4149                         *CURRENT SURVEY CONTROL
 GV4149  ___________________________________________________________________
 GV4149* NAD 83(1993)-  37 09 48.11439(N)    076 22 49.96826(W)     ADJUSTED  
 GV4149* NAVD 88     -                                                        
 GV4149  ___________________________________________________________________
 GV4149  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV4149  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 GV4149
 GV4149  HORZ ORDER  -  THIRD
 GV4149
 GV4149.The horizontal coordinates were established by classical geodetic methods
 GV4149.and adjusted by the National Geodetic Survey in September 1995..
 GV4149
 GV4149
 GV4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4149
 GV4149.The geoid height was determined by GEOID03.
 GV4149
 GV4149;                    North         East     Units Scale Factor Converg.
 GV4149;SPC VA S     - 1,094,225.202 3,688,226.799   MT  0.99995171   +1 17 10.9
 GV4149;SPC VA S     - 3,589,970.52 12,100,457.42   sFT  0.99995171   +1 17 10.9
 GV4149;UTM  18      - 4,113,887.422   377,424.438   MT  0.99978508   -0 50 02.7
 GV4149
 GV4149                          SUPERSEDED SURVEY CONTROL
 GV4149
 GV4149  NAD 83(1986)-  37 09 48.12167(N)    076 22 50.00510(W) AD(       ) 4
 GV4149  NAD 27      -  37 09 47.59700(N)    076 22 51.19200(W) AD(       ) 3
 GV4149
 GV4149.Superseded values are not recommended for survey control.
 GV4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4149.See file dsdata.txt to determine how the superseded data were derived.
 GV4149
 GV4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7742413887(NAD 83)
 GV4149_MARKER: 16 = DAYBEACON
 GV4149
 GV4149  HISTORY     - Date     Condition        Report By
 GV4149  HISTORY     - 1934     FIRST OBSERVED   CGS
 GV4149  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4149
 GV4149                          STATION DESCRIPTION
 GV4149
 GV4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4149'IN THE POQUOSON RIVER AT THE MOUTH OF BENNETT CREEK.  A BLACK
 GV4149'BEACON.
 GV4149
 GV4149                          STATION RECOVERY (1943)
 GV4149
 GV4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4149'LOST 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8338 ***********************************************************************
 HV8338  DESIGNATION -  BENNETT ECC
 HV8338  PID         -  HV8338
 HV8338  STATE/COUNTY-  VA/FAIRFAX
 HV8338  USGS QUAD   -  MANASSAS (1994)
 HV8338
 HV8338                         *CURRENT SURVEY CONTROL
 HV8338  ___________________________________________________________________
 HV8338* NAD 83(1993)-  38 52 02.27711(N)    077 25 18.09192(W)     ADJUSTED  
 HV8338* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 HV8338  ___________________________________________________________________
 HV8338  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 HV8338  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV8338
 HV8338  HORZ ORDER  -  SECOND
 HV8338
 HV8338.The horizontal coordinates were established by classical geodetic methods
 HV8338.and adjusted by the National Geodetic Survey in November 1994..
 HV8338.No horizontal observational check was made to the station.
 HV8338
 HV8338.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8338
 HV8338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8338
 HV8338.The geoid height was determined by GEOID03.
 HV8338
 HV8338;                    North         East     Units Scale Factor Converg.
 HV8338;SPC VA N     - 2,133,819.668 3,593,578.062   MT  0.99995786   +0 40 22.8
 HV8338;SPC VA N     - 7,000,706.69 11,789,930.69   sFT  0.99995786   +0 40 22.8
 HV8338;UTM  18      - 4,304,838.011   289,896.863   MT  1.00014360   -1 31 12.8
 HV8338
 HV8338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8338!SPC VA N     -   0.99998641  x   0.99995786  =   0.99994427
 HV8338!UTM  18      -   0.99998641  x   1.00014360  =   1.00013001
 HV8338
 HV8338                          SUPERSEDED SURVEY CONTROL
 HV8338
 HV8338  NAD 83(1993)-  38 52 02.27618(N)    077 25 18.09843(W) AD(       ) 2
 HV8338  NAD 83(1986)-  38 52 02.27616(N)    077 25 18.10467(W) AD(       ) 2
 HV8338  NGVD 29 (01/12/90)  119.     (m)          390.     (f) VERT ANG       
 HV8338
 HV8338.Superseded values are not recommended for survey control.
 HV8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8338.See file dsdata.txt to determine how the superseded data were derived.
 HV8338
 HV8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8989704838(NAD 83)
 HV8338_MARKER: DD = SURVEY DISK
 HV8338_SETTING: 66 = SET IN ROCK OUTCROP
 HV8338_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HV8338_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV8338+STABILITY: POSITION/ELEVATION WELL
 HV8338
 HV8338  HISTORY     - Date     Condition        Report By
 HV8338  HISTORY     - 1978     MONUMENTED       VA-059
 HV8338
 HV8338                          STATION DESCRIPTION
 HV8338
 HV8338'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1978 (WTL)
 HV8338'THE STATION IS LOCATED 6.44 MILES NW OF FAIRFAX, INTERSECTION OF
 HV8338'ROUTE 123 AND ROUTE 236, AND 1.89 MILES SE OF CHANTILLY, ROUTE 50 AND
 HV8338'ROUTE 657 (WALNEY ROAD).  SEE FAIRFAX COUNTY TAX MAP 44-4.
 HV8338'
 HV8338'TO REACH THE STATION FROM CHANTILLY AT THE INTERSECTION OF RT 50 AND
 HV8338'WALNEY ROAD (ROUTE 657) PROCEED SOUTH ON WALNEY ROAD 2.2 MILES TO
 HV8338'SIDE ROAD ON LEFT, TURN LEFT, EAST, ON THE GRAVEL ROAD AND PROCEED
 HV8338'0.45 MILES TO PRIVATE DRIVE ON LEFT TURN LEFT (NORTH) ON DIRT
 HV8338'DRIVE AND PROCEED .05 MILE TO STATION ON THE LEFT.
 HV8338'
 HV8338'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8338'BENNETT ECC1969--- SET INTO A DRILL HOLE IN A ROCK OUTCROP
 HV8338'APPROXIMATELY 4 FEET IN DIAMETER EXPOSED AND 4 INCHES ABOVE
 HV8338'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5019 ***********************************************************************
 HV5019  DESIGNATION -  BENVENUE
 HV5019  PID         -  HV5019
 HV5019  STATE/COUNTY-  VA/FAIRFAX
 HV5019  USGS QUAD   -  FORT BELVOIR (1983)
 HV5019
 HV5019                         *CURRENT SURVEY CONTROL
 HV5019  ___________________________________________________________________
 HV5019* NAD 83(1993)-  38 39 49.28573(N)    077 08 59.16885(W)     ADJUSTED  
 HV5019* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5019  ___________________________________________________________________
 HV5019  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV5019  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV5019
 HV5019  HORZ ORDER  -  THIRD
 HV5019
 HV5019.The horizontal coordinates were established by classical geodetic methods
 HV5019.and adjusted by the National Geodetic Survey in November 1994..
 HV5019
 HV5019.The orthometric height was scaled from a topographic map.
 HV5019
 HV5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5019
 HV5019.The geoid height was determined by GEOID03.
 HV5019
 HV5019;                    North         East     Units Scale Factor Converg.
 HV5019;SPC VA N     - 2,111,532.512 3,617,507.062   MT  0.99994871   +0 50 33.7
 HV5019;SPC VA N     - 6,927,586.25 11,868,437.75   sFT  0.99994871   +0 50 33.7
 HV5019;SPC MD       -   110,684.224   386,965.417   MT  0.99995666   -0 05 38.4
 HV5019;SPC MD       -   363,136.49  1,269,569.04   sFT  0.99995666   -0 05 38.4
 HV5019;UTM  18      - 4,281,649.799   312,959.985   MT  1.00003082   -1 20 36.4
 HV5019
 HV5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5019!SPC VA N     -   1.00000496  x   0.99994871  =   0.99995367
 HV5019!SPC MD       -   1.00000496  x   0.99995666  =   0.99996162
 HV5019!UTM  18      -   1.00000496  x   1.00003082  =   1.00003578
 HV5019
 HV5019:                Primary Azimuth Mark                     Grid Az
 HV5019:SPC VA N     -  GUNSTON RESET                            141 47 55.4
 HV5019:SPC MD       -  GUNSTON RESET                            142 44 07.5
 HV5019:UTM  18      -  GUNSTON RESET                            143 59 05.5
 HV5019
 HV5019|---------------------------------------------------------------------|
 HV5019| PID    Reference Object                     Distance      Geod. Az  |
 HV5019|                                                           dddmmss.s |
 HV5019| HV5045 GUNSTON RESET                       APPROX. 1.9 KM 1423829.1 |
 HV5019| DC6679 BENVENUE RM                          13.290 METERS 25255     |
 HV5019|---------------------------------------------------------------------|
 HV5019
 HV5019                          SUPERSEDED SURVEY CONTROL
 HV5019
 HV5019  NAD 83(1993)-  38 39 49.28352(N)    077 08 59.17215(W) AD(       ) 3
 HV5019  NAD 83(1986)-  38 39 49.28296(N)    077 08 59.18150(W) AD(       ) 3
 HV5019  NAD 27      -  38 39 48.86100(N)    077 09 00.25700(W) AD(       ) 3
 HV5019
 HV5019.Superseded values are not recommended for survey control.
 HV5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5019.See file dsdata.txt to determine how the superseded data were derived.
 HV5019
 HV5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1296081650(NAD 83)
 HV5019_MARKER: K = CLAY TILE PIPE
 HV5019_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5019_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV5019
 HV5019  HISTORY     - Date     Condition        Report By
 HV5019  HISTORY     - 1902     MONUMENTED       CGS
 HV5019  HISTORY     - 1926     GOOD             CGS
 HV5019  HISTORY     - 1928     GOOD             CGS
 HV5019  HISTORY     - 1948     GOOD             CGS
 HV5019  HISTORY     - 19991115 GOOD             USPSQD
 HV5019
 HV5019                          STATION DESCRIPTION
 HV5019
 HV5019'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (ES)
 HV5019'STATION IS ON W SIDE OF POTOMAC RIVER, ON THE POINT OF THE BLUFF
 HV5019'JUST W OF SPECKS BOATHOUSE IN GUNSTON COVE, NEAR THE HOUSE
 HV5019'KNOWN AS BENVENUE.  MARKED BY A 3-INCH TERRA-COTTA PIPE SET IN
 HV5019'CEMENT, FLANGE DOWN.  TWO OAK TREES MARKED WITH BLAZES ARE AT
 HV5019'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--5.75
 HV5019'METERS (18.86 FEET), 35 DEG 48 MIN.  5.20 METERS (17.06 FEET),
 HV5019'N 64 DEG 28 MIN W.
 HV5019
 HV5019                          STATION RECOVERY (1926)
 HV5019
 HV5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (FLP)
 HV5019'THE STATION WAS RECOVERED AS DESCRIBED.  THE BOATHOUSE MENTIONED
 HV5019'IN THE ORIGINAL DESCRIPTION NO LONGER EXISTS.  NO OTHER
 HV5019'ADDITIONAL MARKS WERE PUT IN.  THE STATION MARK APPEARS TO BE
 HV5019'IN FAIR CONDITION.  IT IS BELIEVED THE FOLLOWING ADDITIONAL
 HV5019'DESCRIPTION WILL AID IN FUTURE RECOVERY.
 HV5019'
 HV5019'ON THE W SIDE OF THE POTOMAC RIVER ON A POINT OF THE BLUFF
 HV5019'ABOUT 3800 YARDS, ABOUT 320 DEG T. FROM HALLOWING POINT, AND
 HV5019'ABOUT 800 YARDS ABOUT 310 DEG T. FROM BENVENUE HOUSE, ON THE
 HV5019'POINT ON THE BLUFF LYING BETWEEN A CUT IN THE BLUFF WHERE A
 HV5019'SMALL PRIVATE WATERWAY MAKES THROUGH AND A CUT IN THE BLUFF
 HV5019'WHERE A ROAD MAKES THROUGH TO BENVENUE HOUSE.  THIS ESTATE
 HV5019'IS NOW KNOWN AS OVERLOOK ESTATE.
 HV5019
 HV5019                          STATION RECOVERY (1928)
 HV5019
 HV5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV5019'STATION RECOVERED AS DESCRIBED BY F.L. PEACOCK IN 1926.  TOP
 HV5019'OF TILE PIPE WAS BROKEN OFF, AND CEMENT IN TOP OF PIPE WORN
 HV5019'AWAY FOR SEVERAL INCHES FROM THE TOP.  IMPACTED DIRT WAS CLEANED
 HV5019'FROM PIPE AND NEAT CEMENT PLACED IN PIPE AND AROUND THE TOP
 HV5019'OF PIPE TO FORM A CIRCULAR BED ABOUT 12 INCHES IN DIAMETER
 HV5019'AND FLUSH WITH TOP OF PIPE.  A STANDARD DISK STATION MARK WAS
 HV5019'SET EXACTLY IN CENTER OF MARK SO THAT OLD STATION WAS
 HV5019'RECOVERED.  STAMPED BENVENUE 1928.
 HV5019'
 HV5019'A REFERENCE MARK WAS ESTABLISHED JUST BACK OF THE STATION AS
 HV5019'FOLLOWS.
 HV5019'
 HV5019'A STANDARD DISK REFERENCE MARK SET IN TOP OF A BLOCK OF CONCRETE
 HV5019'2 FEET SQUARE AT BASE, 12 INCHES SQUARE AT TOP AND 2-1/2 FEET
 HV5019'DEEP PROJECTING 4 INCHES ABOVE GROUND, STAMPED BENVENUE 1928.
 HV5019
 HV5019                          STATION RECOVERY (1948)
 HV5019
 HV5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HV5019'THE OLD DESCRIPTION IS NO LONGER ADEQUATE TO LOCATE THE STATION.
 HV5019'A NEW DESCRIPTION IS AS FOLLOWS--
 HV5019'
 HV5019'STATION IS ON W SIDE OF THE PATOMAC RIVER IN GUNSTON COVE,
 HV5019'ABOUT 2 MILES ABOVE HALLOWING POINT, ON THE POINT OF A PROMINENT
 HV5019'BLUFF BETWEEN A LARGE GUT AND A SMALL ABANDONED PRIVATE
 HV5019'WATERWAY AND ABANDONED ROAD WHICH MAKES THROUGH THE BLUFF TO
 HV5019'OVERLOOK ESTATE.  THE MARK IS ABOUT 350 FEET S OF ABANDONED
 HV5019'WATERWAY AND ROADWAY, 250 FEET N OF GUT, ABOUT 40 FEET IN
 HV5019'ELEVATION ABOVE MEAN HIGH-WATER LINE, 17 FEET SE OF 3-FOOT OAK
 HV5019'TREE WITH TRIANGULAR BLAZE, 18 FEET NE OF 3-FOOT OAK TREE WITH
 HV5019'TRIANGULAR BLAZE, AND 3 FEET W OF EDGE OF BLUFF IN THICKET
 HV5019'OF HONEYSUCKLE.
 HV5019'
 HV5019'THE MARK IS A BRONZE DISK, STAMPED BENVENUE 1928 AND SET IN
 HV5019'12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 HV5019'
 HV5019'REFERENCE MARK 1 IS ABOUT 40 FEET W OF STATION IS A CLUMP OF
 HV5019'SMALL CEDAR SAPLINGS.  IT IS A BRONZE REFERENCE DISK SET IN
 HV5019'12-INCH SQUARE CONCRETE MONUMENT EXTENDING 2 INCHES ABOVE THE
 HV5019'GROUND.
 HV5019
 HV5019                          STATION RECOVERY (1999)
 HV5019
 HV5019'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9008 ***********************************************************************
 HV9008  DESIGNATION -  BERKELEY
 HV9008  PID         -  HV9008
 HV9008  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9008  USGS QUAD   -  MIDDLEBURG (1981)
 HV9008
 HV9008                         *CURRENT SURVEY CONTROL
 HV9008  ___________________________________________________________________
 HV9008* NAD 83(1993)-  38 53 00.27886(N)    077 40 09.62122(W)     ADJUSTED  
 HV9008* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 HV9008  ___________________________________________________________________
 HV9008  X           -   1,061,694.026 (meters)                     COMP
 HV9008  Y           -  -4,856,879.932 (meters)                     COMP
 HV9008  Z           -   3,982,334.274 (meters)                     COMP
 HV9008  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 HV9008  ELLIP HEIGHT-         134.12  (meters)          (06/04/02) GPS OBS
 HV9008  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV9008
 HV9008  HORZ ORDER  -  SECOND
 HV9008  ELLP ORDER  -  FOURTH    CLASS II
 HV9008
 HV9008.The horizontal coordinates were established by GPS observations
 HV9008.and adjusted by the National Geodetic Survey in November 1994..
 HV9008
 HV9008.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9008
 HV9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9008
 HV9008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9008
 HV9008.The ellipsoidal height was determined by GPS observations
 HV9008.and is referenced to NAD 83.
 HV9008
 HV9008.The geoid height was determined by GEOID03.
 HV9008
 HV9008;                    North         East     Units Scale Factor Converg.
 HV9008;SPC VA N     - 2,135,384.670 3,572,071.167   MT  0.99995913   +0 31 06.3
 HV9008;SPC VA N     - 7,005,841.20 11,719,370.15   sFT  0.99995913   +0 31 06.3
 HV9008;UTM  18      - 4,307,225.796   268,460.451   MT  1.00026020   -1 40 35.0
 HV9008
 HV9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9008!SPC VA N     -   0.99997896  x   0.99995913  =   0.99993809
 HV9008!UTM  18      -   0.99997896  x   1.00026020  =   1.00023915
 HV9008
 HV9008                          SUPERSEDED SURVEY CONTROL
 HV9008
 HV9008  ELLIP H (11/14/94)  134.04   (m)                       GP(       ) 4 2
 HV9008  NAD 83(1993)-  38 53 00.27845(N)    077 40 09.63192(W) AD(       ) 2
 HV9008  ELLIP H (01/27/92)  133.48   (m)                       GP(       ) 4 1
 HV9008  NAD 83(1986)-  38 53 00.27885(N)    077 40 09.63198(W) AD(       ) 2
 HV9008  NGVD 29 (01/20/89)  166.4    (m)          546.     (f) GPS OBS        
 HV9008
 HV9008.Superseded values are not recommended for survey control.
 HV9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9008.See file dsdata.txt to determine how the superseded data were derived.
 HV9008
 HV9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6846007226(NAD 83)
 HV9008_MARKER: A = ALUMINUM MARKER
 HV9008_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9008_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9008+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9008
 HV9008  HISTORY     - Date     Condition        Report By
 HV9008  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9008
 HV9008                          STATION DESCRIPTION
 HV9008
 HV9008'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9008'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9008'
 HV9008'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 15 AND STATE
 HV9008'ROUTE 701 IN PRINCE WILLIAM COUNTY, PROCEED WEST ON ROUTE 701 FOR 1.5
 HV9008'MILES TO THE INTERSECTION WITH OLD MOUNTAIN ROAD. GO LEFT, SOUTH ON
 HV9008'OLD MOUNTAIN ROAD FOR 1.6 MILES TO THE INTERSECTION WITH BERKELEY
 HV9008'DRIVE. GO LEFT, EAST ON BERKELEY DRIVE FOR 0.1 MILE TO THE STATION ON
 HV9008'THE RIGHT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF BERKELEY
 HV9008'DIRVE AND WOOLMAN DRIVE.
 HV9008'
 HV9008'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9008'GROUND AND IS STAMPED---3 BERKELEY 1986---. THE STATION IS 33.97 FEET
 HV9008'EAST OF A SHINER SET IN THE CENTER OF WOOLMAN DRIVE, 24.86 FEET
 HV9008'SOUTHEAST OF THE WESTERN MOST WATER METER CAP, THAT IS SET IN THE
 HV9008'PAVEMENT AT THE JUNCTION OF BERKELEY DRIVE AND WOOLMAN DRIVE, 29.27
 HV9008'FEET SOUTH OF A SHINER SET AT THE CENTER OF BERKELEY DRIVE.
 HV9008'
 HV9008'THE AZIMUTH MARK IS THE RED LIGHT ATOP THE SOUTHWEST LEG OF A 3 LEGGED
 HV9008'RADIO TOWER ABOUT 0.5 MILES SOUTH OF NGS STATION JACKSON 1954. THE
 HV9008'ANTENNA GROUP IS THE SOUTHERLY OF TWO GROUPS OF ANTENNAS ON THE RIDGE.
 HV9008'THE TOWER IS OWNED BY MOTOROLA, AND IS THE ONLY ONE OF SEVERAL AT THE
 HV9008'SITE WHICH HAS A BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0780 ***********************************************************************
 DI0780  DESIGNATION -  BERKELEY
 DI0780  PID         -  DI0780
 DI0780  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0780  USGS QUAD   -  LADYSMITH (1979)
 DI0780
 DI0780                         *CURRENT SURVEY CONTROL
 DI0780  ___________________________________________________________________
 DI0780* NAD 83(1993)-  38 07 12.34306(N)    077 36 56.99386(W)     ADJUSTED  
 DI0780* NAVD 88     -        89.3    (meters)     293.     (feet)  GPS OBS   
 DI0780  ___________________________________________________________________
 DI0780  X           -   1,077,529.364 (meters)                     COMP
 DI0780  Y           -  -4,907,349.642 (meters)                     COMP
 DI0780  Z           -   3,915,974.922 (meters)                     COMP
 DI0780  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DI0780  ELLIP HEIGHT-          56.94  (meters)          (07/13/06) GPS OBS
 DI0780  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DI0780
 DI0780  HORZ ORDER  -  FIRST
 DI0780  ELLP ORDER  -  FOURTH    CLASS I
 DI0780
 DI0780.The horizontal coordinates were established by GPS observations
 DI0780.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0780
 DI0780.The orthometric height was determined by GPS observations and a
 DI0780.high-resolution geoid model.
 DI0780
 DI0780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0780
 DI0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0780
 DI0780.The ellipsoidal height was determined by GPS observations
 DI0780.and is referenced to NAD 83.
 DI0780
 DI0780.The geoid height was determined by GEOID03.
 DI0780
 DI0780;                    North         East     Units Scale Factor Converg.
 DI0780;SPC VA N     - 2,050,702.940 3,577,529.570   MT  0.99998582   +0 33 06.6
 DI0780;SPC VA N     - 6,728,014.56 11,737,278.26   sFT  0.99998582   +0 33 06.6
 DI0780;UTM  18      - 4,222,372.561   270,692.879   MT  1.00024764   -1 36 55.8
 DI0780
 DI0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0780!SPC VA N     -   0.99999107  x   0.99998582  =   0.99997689
 DI0780!UTM  18      -   0.99999107  x   1.00024764  =   1.00023870
 DI0780
 DI0780|---------------------------------------------------------------------|
 DI0780| PID    Reference Object                     Distance      Geod. Az  |
 DI0780|                                                           dddmmss.s |
 DI0780| DI0781 BERKELEY AZ                         180.832 METERS 10526     |
 DI0780|---------------------------------------------------------------------|
 DI0780
 DI0780                          SUPERSEDED SURVEY CONTROL
 DI0780
 DI0780.No superseded survey control is available for this station.
 DI0780
 DI0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7069322373(NAD 83)
 DI0780_MARKER: DD = SURVEY DISK
 DI0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0780_STAMPING: BERKELEY 2006
 DI0780_MARK LOGO: VA-177
 DI0780_PROJECTION: FLUSH
 DI0780_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0780+STABILITY: SURFACE MOTION
 DI0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0780+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DI0780
 DI0780  HISTORY     - Date     Condition        Report By
 DI0780  HISTORY     - 20060201 MONUMENTED       GEOMET
 DI0780
 DI0780                          STATION DESCRIPTION
 DI0780
 DI0780'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0780'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MILES) SOUTH OF SPOTSYLVANIA,
 DI0780'AND 8.4 KM (5.2 MILES) WEST OF THORNBURG.
 DI0780' 
 DI0780'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND MUDD
 DI0780'TAVERN ROAD (AT EXIT 118), GO WEST ON MUDD TAVERN ROAD FOR 0.9 KM
 DI0780'(0.55 MILE) TO ITS INTERSECTION WITH US HIGHWAY 1 (JEFFERSON DAVIS
 DI0780'HIGHWAY).  CONTINUE ON MUDD TAVERN ROAD (WHICH TURNS INTO MORRIS ROAD)
 DI0780'FOR 7.2 KM (4.5 MILES) TO ITS INTERSECTION WITH SR 738 (PARTLOW ROAD).
 DI0780'TURN LEFT AND GO SOUTH ON SR 738 FOR 3.2 KM (2.0 MILES) TO ITS
 DI0780'INTERSECTION WITH SR 647 (BLAYDES CORNER ROAD).  TURN LEFT AND GO
 DI0780'SOUTH ON SR 647 FOR 0.2 KM (0.1 MILE) TO ITS INTERSECTION WITH
 DI0780'SIMPSONS ROAD AND THE STATION ON THE RIGHT JUST PAST THE INTERSECTION.
 DI0780'THE STATION IS 17.9 METERS (58.8 FEET) WEST FROM A TELEPHONE PEDESTAL
 DI0780'NUMBERED 11-B, 13.8 METERS (45.3 FEET) NORTHEAST FROM A FENCE CORNER,
 DI0780'9.8 METERS (32.0 FEET) SOUTHEAST FROM A STOP SIGN, 3.4 METERS (11.3
 DI0780'FEET) SOUTHWEST FROM THE EDGE OF PAVEMENT OF SR 647, AND 0.3 METER
 DI0780'(1.0 FOOT) NORTHEAST FROM A WITNESS POST.  THE STATION IS A STANDARD
 DI0780'SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A POURED IN
 DI0780'PLACE CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 DI0780'SURFACE AND STAMPED BERKELEY 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0781 ***********************************************************************
 DI0781  DESIGNATION -  BERKELEY AZ
 DI0781  PID         -  DI0781
 DI0781  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0781  USGS QUAD   -  LADYSMITH (1979)
 DI0781
 DI0781                         *CURRENT SURVEY CONTROL
 DI0781  ___________________________________________________________________
 DI0781* NAD 83(1993)-  38 07 10.78277(N)    077 36 49.83750(W)     ADJUSTED  
 DI0781* NAVD 88     -        87.0    (meters)     285.     (feet)  GPS OBS   
 DI0781  ___________________________________________________________________
 DI0781  X           -   1,077,705.597 (meters)                     COMP
 DI0781  Y           -  -4,907,339.455 (meters)                     COMP
 DI0781  Z           -   3,915,935.623 (meters)                     COMP
 DI0781  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DI0781  ELLIP HEIGHT-          54.59  (meters)          (07/13/06) GPS OBS
 DI0781  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DI0781
 DI0781  HORZ ORDER  -  FIRST
 DI0781  ELLP ORDER  -  FOURTH    CLASS I
 DI0781
 DI0781.The horizontal coordinates were established by GPS observations
 DI0781.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0781
 DI0781.The orthometric height was determined by GPS observations and a
 DI0781.high-resolution geoid model.
 DI0781
 DI0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0781
 DI0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0781
 DI0781.The ellipsoidal height was determined by GPS observations
 DI0781.and is referenced to NAD 83.
 DI0781
 DI0781.The geoid height was determined by GEOID03.
 DI0781
 DI0781;                    North         East     Units Scale Factor Converg.
 DI0781;SPC VA N     - 2,050,656.515 3,577,704.338   MT  0.99998589   +0 33 11.0
 DI0781;SPC VA N     - 6,727,862.25 11,737,851.65   sFT  0.99998589   +0 33 11.0
 DI0781;UTM  18      - 4,222,319.546   270,865.812   MT  1.00024666   -1 36 51.3
 DI0781
 DI0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0781!SPC VA N     -   0.99999143  x   0.99998589  =   0.99997732
 DI0781!UTM  18      -   0.99999143  x   1.00024666  =   1.00023809
 DI0781
 DI0781|---------------------------------------------------------------------|
 DI0781| PID    Reference Object                     Distance      Geod. Az  |
 DI0781|                                                           dddmmss.s |
 DI0781| DI0780 BERKELEY                            180.832 METERS 28526     |
 DI0781|---------------------------------------------------------------------|
 DI0781
 DI0781                          SUPERSEDED SURVEY CONTROL
 DI0781
 DI0781.No superseded survey control is available for this station.
 DI0781
 DI0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7086622320(NAD 83)
 DI0781_MARKER: DD = SURVEY DISK
 DI0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0781_STAMPING: BERKELEY AZ 2006
 DI0781_MARK LOGO: VA-177
 DI0781_PROJECTION: FLUSH
 DI0781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0781+STABILITY: SURFACE MOTION
 DI0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0781+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DI0781
 DI0781  HISTORY     - Date     Condition        Report By
 DI0781  HISTORY     - 20060201 MONUMENTED       GEOMET
 DI0781
 DI0781                          STATION DESCRIPTION
 DI0781
 DI0781'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0781'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MILES) SOUTH OF SPOTSYLVANIA,
 DI0781'AND 8.4 KM (5.2 MILES) WEST OF THORNBURG.
 DI0781' 
 DI0781'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND MUDD
 DI0781'TAVERN ROAD (AT EXIT 118), GO WEST ON MUDD TAVERN ROAD FOR 0.9 KM
 DI0781'(0.55 MILE) TO ITS INTERSECTION WITH US HIGHWAY 1 (JEFFERSON DAVIS
 DI0781'HIGHWAY).  CONTINUE ON MUDD TAVERN ROAD (WHICH TURNS INTO MORRIS ROAD)
 DI0781'FOR 7.2 KM (4.5 MILES) TO ITS INTERSECTION WITH SR 738 (PARTLOW ROAD).
 DI0781'TURN LEFT AND GO SOUTH ON SR 647 (BLAYDES CORNER ROAD) FOR 0.2 KM (0.1
 DI0781'MILE) TO ITS INTERSECTION WITH SIMPSON LANE.  CONTINUE SOUTH ON SR 647
 DI0781'FOR 0.5 KM (0.3 MILE) TO ITS INTERSECTION WITH CABIN VIEW LANE (A
 DI0781'GRAVEL ROAD) AND THE STATION ON THE RIGHT.
 DI0781' 
 DI0781'THE STATION IS 15.1 METERS (49.6 FEET) SOUTHWEST FROM A FIBER OPTIC
 DI0781'CABLE SIGN, 9.0 METERS (29.7 FEET) NORTHWEST FROM A FENCE CORNER, 6.0
 DI0781'METERS (19.8 FEET) WEST FROM A CABIN VIEW LANE SIGN, AND 0.3 METER
 DI0781'(1.0 FOOT) SOUTH FROM A WITNESS POST.  THE STATION IS A STANDARD
 DI0781'SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A POURED IN
 DI0781'PLACE CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 DI0781'SURFACE AND STAMPED BERKELEY AZ 2006
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4079 ***********************************************************************
 FX4079  DESIGNATION -  BERLIN
 FX4079  PID         -  FX4079
 FX4079  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4079  USGS QUAD   -  SEDLEY (1989)
 FX4079
 FX4079                         *CURRENT SURVEY CONTROL
 FX4079  ___________________________________________________________________
 FX4079* NAD 83(1993)-  36 51 29.25333(N)    076 58 37.86850(W)     ADJUSTED  
 FX4079* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 FX4079  ___________________________________________________________________
 FX4079  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FX4079  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 FX4079
 FX4079  HORZ ORDER  -  SECOND
 FX4079
 FX4079.The horizontal coordinates were established by classical geodetic methods
 FX4079.and adjusted by the National Geodetic Survey in September 1995..
 FX4079
 FX4079.The orthometric height was scaled from a topographic map.
 FX4079
 FX4079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4079
 FX4079.The geoid height was determined by GEOID03.
 FX4079
 FX4079;                    North         East     Units Scale Factor Converg.
 FX4079;SPC VA S     - 1,059,333.788 3,635,791.698   MT  0.99998466   +0 55 27.2
 FX4079;SPC VA S     - 3,475,497.60 11,928,426.60   sFT  0.99998466   +0 55 27.2
 FX4079;UTM  18      - 4,080,958.642   323,741.580   MT  0.99998274   -1 11 10.7
 FX4079
 FX4079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4079!SPC VA S     -   1.00000132  x   0.99998466  =   0.99998598
 FX4079!UTM  18      -   1.00000132  x   0.99998274  =   0.99998406
 FX4079
 FX4079|---------------------------------------------------------------------|
 FX4079| PID    Reference Object                     Distance      Geod. Az  |
 FX4079|                                                           dddmmss.s |
 FX4079| DC8073 BERLIN RM 1                          27.965 METERS 06047     |
 FX4079| DC8072 BERLIN AZ MK                                       1001315.1 |
 FX4079| FX4088 COURTLAND SOUTHAMPTON LOT           APPROX. 6.9 KM 2193118.1 |
 FX4079| DC8074 BERLIN RM 2                          34.983 METERS 28645     |
 FX4079|---------------------------------------------------------------------|
 FX4079
 FX4079                          SUPERSEDED SURVEY CONTROL
 FX4079
 FX4079  NAD 83(1986)-  36 51 29.25928(N)    076 58 37.88877(W) AD(       ) 2
 FX4079  NAD 27      -  36 51 28.72200(N)    076 58 39.02900(W) AD(       ) 2
 FX4079
 FX4079.Superseded values are not recommended for survey control.
 FX4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4079.See file dsdata.txt to determine how the superseded data were derived.
 FX4079
 FX4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2374280959(NAD 83)
 FX4079_MARKER: DS = TRIANGULATION STATION DISK
 FX4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4079
 FX4079  HISTORY     - Date     Condition        Report By
 FX4079  HISTORY     - 1944     MONUMENTED       CGS
 FX4079  HISTORY     - 1960     GOOD             CGS
 FX4079  HISTORY     - 1963     GOOD             CGS
 FX4079
 FX4079                          STATION DESCRIPTION
 FX4079
 FX4079'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4079'STATION IS LOCATED IN THE SETTLEMENT OF BERLIN, 16.5 FEET E OF
 FX4079'THE NE CORNER OF THE STOREHOUSE OF THE H.W. WADE STORE, 47.5
 FX4079'FEET NW OF THE CENTER LINE OF STATE HIGHWAY 312, 80 FEET SW OF
 FX4079'A PECAN TREE NEAREST THE ROAD, AND 126 FEET SW OF TELEPHONE POLE
 FX4079'242 E 30.  IT IS STAMPED BERLIN 1944 AND THE TOP MARK IS 12
 FX4079'INCHES BELOW THE GROUND.
 FX4079'
 FX4079'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FX4079'DISKS SET IN CONCRETE.
 FX4079'
 FX4079'REFERENCE MARK 1 IS NE OF THE STATION, 22 FEET SE OF THE PECAN
 FX4079'TREE NEAREST THE ROAD, 19 FEET NW OF THE CENTER LINE OF STATE
 FX4079'HIGHWAY 312, AND 34.3 FEET S OF TELEPHONE POLE 242 E 30.  IT
 FX4079'IS STAMPED BERLIN NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 FX4079'
 FX4079'REFERENCE MARK 2 IS W OF THE STATION, ON THE E SIDE OF FENCELINE,
 FX4079'AND 46.3 FEET S OF PECAN TREE NEAREST FENCE.  IT IS STAMPED
 FX4079'BERLIN NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 FX4079'
 FX4079'AZIMUTH MARK IS E OF THE STATION, AT A POINT WHERE THE ROAD TURNS
 FX4079'SHARPLY TO THE RIGHT, 8 FEET SE OF THE CENTER LINE OF ROAD
 FX4079'LEADING TO HOME OF F.H. HOWARD, 52 FEET NE OF THE CENTER LINE OF
 FX4079'THE MAIN ROAD, AND 18 FEET W OF THE FENCE.  IT IS STAMPED BERLIN
 FX4079'1944 AND PROJECTS ABOUT 4 INCHES.  TO REACH FROM THE H.W. WADE
 FX4079'STORE, GO E ON DIRT ROAD FOR 0.4 MILE TO THE POINT WHERE THE
 FX4079'ROAD TURNS TO THE RIGHT AND THE MARK.
 FX4079'
 FX4079'A 90-FOOT TOWER WAS USED.
 FX4079
 FX4079                          STATION RECOVERY (1960)
 FX4079
 FX4079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4079'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FX4079'PECAN TREE NEAR THE STATION HAS BEEN REMOVED.  A COMPLETE NEW
 FX4079'DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 12 MILES NORTHEAST
 FX4079'OF COURTLAND IN THE SETTLEMENT OF BERLIN.  IT IS 47.5 FEET
 FX4079'NORTHWEST OF THE CENTER OF SECONDARY STATE HIGHWAY 616, 24.5
 FX4079'FEET NORTH OF THE SOUTHEAST CORNER OF A WAREHOUSE AND 16.5
 FX4079'FEET EAST OF THE NORTHEAST CORNER AND 12.5 FEET NORTHEAST OF
 FX4079'THE NORTHEAST FACE OF THE WAREHOUSE.  THE MARK IS 12 INCHES
 FX4079'UNDERGROUND AND THE DISK IS STAMPED BERLIN 1944.
 FX4079'
 FX4079'REFERENCE MARK NO. 1 IS 34.3 FEET SOUTHWEST OF A POWER POLE AND
 FX4079'19 FEET NORTHWEST OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH
 FX4079'WITH THE GROUND AND THE DISK IS STAMPED BERLIN NO 1 1944.
 FX4079'
 FX4079'REFERENCE MARK NO. 2 IS 151 FEET NORTHWEST OF THE CENTER OF THE
 FX4079'ROAD AND 1.0 FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE
 FX4079'DISK IS STAMPED BERLIN NO 2 1944.
 FX4079'
 FX4079'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, AT A POINT
 FX4079'WHERE THE ROAD TURNS SHARP RIGHT.  IT IS 99.5 FEET EAST OF
 FX4079'TELEPHONE POLE NO. 8 (LAST POLE ON NORTH SIDE OF ROAD) 51.0
 FX4079'FEET NORTHEAST OF THE CENTER OF THE ROAD, 19.5 FEET EAST OF A
 FX4079'FENCE CORNER AND 1 FOOT WEST OF A CGS WITNESS SIGN.  THE MARK IS
 FX4079'FLUSH AND THE DISK IS STAMPED BERLIN 1944 .
 FX4079'
 FX4079'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS 616 AND
 FX4079'603 IN BERLIN, GO EAST ON HIGHWAY 603 0.4 MILE TO WHERE THE ROAD
 FX4079'CURVES RIGHT AND THE MARK AS DESCRIBED.
 FX4079
 FX4079                          STATION RECOVERY (1963)
 FX4079
 FX4079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 FX4079'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 FX4079'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 FX4079'EXCEPT THE PECAN TREES ARE GONE AND THE FIELD IS UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5459 ***********************************************************************
 GV5459  DESIGNATION -  BERM
 GV5459  PID         -  GV5459
 GV5459  STATE/COUNTY-  VA/CHESTERFIELD
 GV5459  USGS QUAD   -  HOPEWELL (1994)
 GV5459
 GV5459                         *CURRENT SURVEY CONTROL
 GV5459  ___________________________________________________________________
 GV5459* NAD 83(1993)-  37 19 53.48375(N)    077 16 42.33551(W)     ADJUSTED  
 GV5459* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV5459  ___________________________________________________________________
 GV5459  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GV5459  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GV5459
 GV5459  HORZ ORDER  -  THIRD
 GV5459
 GV5459.The horizontal coordinates were established by classical geodetic methods
 GV5459.and adjusted by the National Geodetic Survey in September 1995..
 GV5459
 GV5459.The orthometric height was scaled from a topographic map.
 GV5459
 GV5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5459
 GV5459.The geoid height was determined by GEOID03.
 GV5459
 GV5459;                    North         East     Units Scale Factor Converg.
 GV5459;SPC VA S     - 1,111,474.169 3,608,251.490   MT  0.99994560   +0 44 29.1
 GV5459;SPC VA S     - 3,646,561.50 11,838,071.76   sFT  0.99994560   +0 44 29.1
 GV5459;UTM  18      - 4,134,084.983   298,143.901   MT  1.00010194   -1 22 55.8
 GV5459
 GV5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5459!SPC VA S     -   1.00000453  x   0.99994560  =   0.99995013
 GV5459!UTM  18      -   1.00000453  x   1.00010194  =   1.00010647
 GV5459
 GV5459|---------------------------------------------------------------------|
 GV5459| PID    Reference Object                     Distance      Geod. Az  |
 GV5459|                                                           dddmmss.s |
 GV5459| DC5130 BERM RM 2                            24.945 METERS 02834     |
 GV5459| GV5502 JEA                                 APPROX. 1.2 KM 1144053.9 |
 GV5459| GV5458 APPOMATTOX RIVER LIGHT 1942         APPROX. 1.1 KM 1810529.8 |
 GV5459| GV5463 CITY POINT LIGHT                    APPROX. 1.2 KM 1914503.5 |
 GV5459| DC5129 BERM RM 1                            24.878 METERS 28003     |
 GV5459| GV5473 HOPEWELL YELLOW HOUSE NE CHIM        79.543 METERS 35208     |
 GV5459|---------------------------------------------------------------------|
 GV5459
 GV5459                          SUPERSEDED SURVEY CONTROL
 GV5459
 GV5459  NAD 83(1993)-  37 19 53.48441(N)    077 16 42.33548(W) AD(       ) 3
 GV5459  NAD 83(1986)-  37 19 53.48966(N)    077 16 42.35319(W) AD(       ) 3
 GV5459  NAD 27      -  37 19 52.95600(N)    077 16 43.43200(W) AD(       ) 3
 GV5459
 GV5459.Superseded values are not recommended for survey control.
 GV5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5459.See file dsdata.txt to determine how the superseded data were derived.
 GV5459
 GV5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9814434085(NAD 83)
 GV5459_MARKER: DS = TRIANGULATION STATION DISK
 GV5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5459
 GV5459  HISTORY     - Date     Condition        Report By
 GV5459  HISTORY     - 1942     MONUMENTED       CGS
 GV5459  HISTORY     - 1952     GOOD             AMS
 GV5459  HISTORY     - 1953     GOOD             CGS
 GV5459  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5459  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5459
 GV5459                          STATION DESCRIPTION
 GV5459
 GV5459'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5459'STATION IS ON A ROUNDING POINT ABOUT 1 MILE N OF CITY POINT,
 GV5459'HOPEWELL, VA., ON THE W SIDE OF THE JAMES RIVER, AND N OF
 GV5459'THE MOUTH OF THE APPOMATTOX RIVER, WHERE THE APPOMATTOX
 GV5459'FLOWS INTO THE JAMES RIVER.  IT IS IN THE SOUTHERN EDGE
 GV5459'OF AN OPEN PASTURE WITH A CONSPICIOUS YELLOW HOUSE ON IT.
 GV5459'
 GV5459'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 GV5459'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5459'
 GV5459'STATION MARK IS SET FLUSH WITH GROUND AND IS 18 PACES N
 GV5459'OF EDGE OF BANK, 80 PACES SOUTHWARD (TOWARD HOPEWELL) OF
 GV5459'YELLOW FARMHOUSE ABOUT 26 METERS E OF FENCE LINE AND 47
 GV5459'PACES S OF LARGE WALNUT TREE.
 GV5459'
 GV5459'REFERENCE MARK NO. 2 IS NE OF STATION IN OPEN PASTURE.
 GV5459'
 GV5459'REFERENCE MARK NO. 1 IS W OF STATION ABOUT 2 METERS E OF
 GV5459'FENCE LINE.
 GV5459'
 GV5459'NO AZIMUTH OR WITNESS MARKS WERE ESTABLISHED.
 GV5459'
 GV5459'TO REACH FROM RICHMOND FOLLOW U.S. 1 S FOR 12.0 MILES FROM
 GV5459'THE S END OF THE LEE BRIDGE TO THE JUNCTION WITH ROUTE 10
 GV5459'(HOPEWELL ROAD).  TURN LEFT AND FOLLOW ROUTE 10 FOR 5.1
 GV5459'MILES TO WHERE ROUTE 619 JOINS FROM LEFT.  TURN LEFT AND
 GV5459'FOLLOW 619 FOR 0.6 MILE TO INTERSECTION WITH ROUTE 618.  TURN
 GV5459'RIGHT ON 618 AND FOLLOW FOR 2.4 MILES (TAKING RIGHT FORK
 GV5459'AT 1.7 MILES) TO WHERE FARM ROAD JOINS FROM RIGHT AND AT
 GV5459'MAIL BOX OF A.V. TAYLOR.  TAKE FARM ROAD TO RIGHT AND FOLLOW
 GV5459'TO YELLOW HOUSE, KEEPING STRAIGHT AHEAD AT THE 0.3 MILE
 GV5459'POINT.
 GV5459
 GV5459                          STATION RECOVERY (1952)
 GV5459
 GV5459'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5459'STATION RECOVERED AS DESCRIBED.  IT IS A STANDARD U.S.C.
 GV5459'AND G.S. TABLET SET IN A CONCRETE MONUMENT AND FLUSH WITH
 GV5459'THE GROUND.  THE STATION IS 74.0 FEET N OF A LARGE BUSHY
 GV5459'TREE AND 75.0 FEET W OF A SMALL TREE.
 GV5459
 GV5459                          STATION RECOVERY (1953)
 GV5459
 GV5459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RWW)
 GV5459'R.W. WEISER, CERTIFIED LAND SURVEYOR, 510 LIBBIE AVENUE,
 GV5459'RICHMOND 26, VIRGINIA, REPORTS--
 GV5459'
 GV5459'DESCRIPTION ADEQUATE, EXCEPT THAT LARGE WALNUT TREE IS A
 GV5459'HACKBERRY TREE.  THE ONLY SIMILARITY BETWEEN A WALNUT AND
 GV5459'A HACKBERRY IS THAT THEY ARE BOTH TREES.  A SMALL WALNUT
 GV5459'TREE DOES STAND ON THE RIVERBANK 30 OR 40 FT. FROM THE STATION.
 GV5459'DID NOT MEASURE TO IT.
 GV5459
 GV5459                          STATION RECOVERY (1999)
 GV5459
 GV5459'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5459'MARK NOT FOUND.
 GV5459
 GV5459                          STATION RECOVERY (2004)
 GV5459
 GV5459'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5460 ***********************************************************************
 GV5460  DESIGNATION -  BERMUDA HUNDRED LIGHT
 GV5460  PID         -  GV5460
 GV5460  STATE/COUNTY-  VA/CHESTERFIELD
 GV5460  USGS QUAD   -  HOPEWELL (1994)
 GV5460
 GV5460                         *CURRENT SURVEY CONTROL
 GV5460  ___________________________________________________________________
 GV5460* NAD 83(1993)-  37 20 27.17232(N)    077 16 13.37561(W)     ADJUSTED  
 GV5460* NAVD 88     -                                                        
 GV5460  ___________________________________________________________________
 GV5460  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 GV5460  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV5460
 GV5460  HORZ ORDER  -  THIRD
 GV5460
 GV5460.The horizontal coordinates were established by classical geodetic methods
 GV5460.and adjusted by the National Geodetic Survey in September 1995..
 GV5460
 GV5460
 GV5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5460
 GV5460.The geoid height was determined by GEOID03.
 GV5460
 GV5460;                    North         East     Units Scale Factor Converg.
 GV5460;SPC VA S     - 1,112,521.860 3,608,950.790   MT  0.99994551   +0 44 46.6
 GV5460;SPC VA S     - 3,649,998.80 11,840,366.05   sFT  0.99994551   +0 44 46.6
 GV5460;UTM  18      - 4,135,106.198   298,881.660   MT  1.00009828   -1 22 39.3
 GV5460
 GV5460                          SUPERSEDED SURVEY CONTROL
 GV5460
 GV5460  NAD 83(1993)-  37 20 27.17292(N)    077 16 13.37559(W) AD(       ) 4
 GV5460  NAD 83(1986)-  37 20 27.17822(N)    077 16 13.39321(W) AD(       ) 4
 GV5460  NAD 27      -  37 20 26.64700(N)    077 16 14.47500(W) AD(       ) 3
 GV5460
 GV5460.Superseded values are not recommended for survey control.
 GV5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5460.See file dsdata.txt to determine how the superseded data were derived.
 GV5460
 GV5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9888235106(NAD 83)
 GV5460_MARKER: 14 = NAVIGATION LIGHT
 GV5460
 GV5460  HISTORY     - Date     Condition        Report By
 GV5460  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5460  HISTORY     - 1942     GOOD             CGS
 GV5460  HISTORY     - 1942     GOOD             CGS
 GV5460  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV5460  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5460
 GV5460                          STATION DESCRIPTION
 GV5460
 GV5460'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5460'LIGHT ON TOP OF WHITE WOODEN BOX ON WOODEN PILE AT THE OUTER END
 GV5460'OF AN OLD WHARF AT BERMUDA HUNDRED, ON THE WEST SIDE OF THE
 GV5460'JAMES RIVER ABOUT 1-1/2 MILES ABOVE CITY POINT.
 GV5460
 GV5460                          STATION RECOVERY (1942)
 GV5460
 GV5460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV5460'ADD FOLLOWING TO 1938 DESCRIPTION--WHARF MENTIONED IN DESCRIPTION
 GV5460'NO LONGER IN EXISTENCE.  REMAINS OF A FERRY SLIP JUST TO N
 GV5460'EXTENDS FURTHER INTO WATER THAN DID THE ONE THE LIGHT WAS ON.
 GV5460
 GV5460                          STATION RECOVERY (1942)
 GV5460
 GV5460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5460'OBJECT RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  OBJECT
 GV5460'OBSERVED WAS LIGHT ON TOP OF STRUCTURE.
 GV5460
 GV5460                          STATION RECOVERY (1994)
 GV5460
 GV5460'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5460'MARK NOT FOUND.
 GV5460
 GV5460                          STATION RECOVERY (2004)
 GV5460
 GV5460'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1085 ***********************************************************************
 FW1085  DESIGNATION -  BERNARD
 FW1085  PID         -  FW1085
 FW1085  STATE/COUNTY-  VA/ACCOMACK
 FW1085  USGS QUAD   -  PARKSLEY (1968)
 FW1085
 FW1085                         *CURRENT SURVEY CONTROL
 FW1085  ___________________________________________________________________
 FW1085* NAD 83(1993)-  37 51 43.85338(N)    075 43 39.55992(W)     ADJUSTED  
 FW1085* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1085  ___________________________________________________________________
 FW1085  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FW1085  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FW1085
 FW1085  HORZ ORDER  -  THIRD
 FW1085
 FW1085.The horizontal coordinates were established by classical geodetic methods
 FW1085.and adjusted by the National Geodetic Survey in November 1994..
 FW1085
 FW1085.The orthometric height was scaled from a topographic map.
 FW1085
 FW1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1085
 FW1085.The geoid height was determined by GEOID03.
 FW1085
 FW1085;                    North         East     Units Scale Factor Converg.
 FW1085;SPC VA S     - 1,173,250.214 3,743,917.526   MT  0.99998260   +1 40 57.4
 FW1085;SPC VA S     - 3,849,238.41 12,283,169.42   sFT  0.99998260   +1 40 57.4
 FW1085;UTM  18      - 4,190,773.414   435,993.985   MT  0.99965046   -0 26 47.8
 FW1085
 FW1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1085!SPC VA S     -   1.00000574  x   0.99998260  =   0.99998834
 FW1085!UTM  18      -   1.00000574  x   0.99965046  =   0.99965620
 FW1085
 FW1085:                Primary Azimuth Mark                     Grid Az
 FW1085:SPC VA S     -  SAXIS CHURCH SPIRE 1942                  001 43 47.2
 FW1085:UTM  18      -  SAXIS CHURCH SPIRE 1942                  003 51 32.4
 FW1085
 FW1085|---------------------------------------------------------------------|
 FW1085| PID    Reference Object                     Distance      Geod. Az  |
 FW1085|                                                           dddmmss.s |
 FW1085| FW1137 SAXIS CHURCH SPIRE 1942             APPROX. 6.8 KM 0032444.6 |
 FW1085| FW1087 BURNT 1953                           90.434 METERS 03856     |
 FW1085| FW1094 PARKSLEY TANK                       APPROX.11.0 KM 1413247.2 |
 FW1085| FW1091 HUNTING CREEK LIGHT 4               APPROX. 4.2 KM 1845335.1 |
 FW1085| DC7825 BERNARD RM 1                         50.185 METERS 22944     |
 FW1085| FW1328 BEACH ISLAND SHOAL LIGHT            APPROX.12.2 KM 2331954.4 |
 FW1085|---------------------------------------------------------------------|
 FW1085
 FW1085                          SUPERSEDED SURVEY CONTROL
 FW1085
 FW1085  NAD 83(1993)-  37 51 43.85411(N)    075 43 39.56774(W) AD(       ) 3
 FW1085  NAD 83(1986)-  37 51 43.85039(N)    075 43 39.59419(W) AD(       ) 3
 FW1085  NAD 27      -  37 51 43.39300(N)    075 43 40.84400(W) AD(       ) 3
 FW1085
 FW1085.Superseded values are not recommended for survey control.
 FW1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1085.See file dsdata.txt to determine how the superseded data were derived.
 FW1085
 FW1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3599490773(NAD 83)
 FW1085_MARKER: DS = TRIANGULATION STATION DISK
 FW1085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1085_SP_SET: METAL PIPE IN CONCRETE
 FW1085
 FW1085  HISTORY     - Date     Condition        Report By
 FW1085  HISTORY     - 1953     MONUMENTED       CGS
 FW1085  HISTORY     - 1956     GOOD             CGS
 FW1085  HISTORY     - 1957     GOOD             CGS
 FW1085
 FW1085                          STATION DESCRIPTION
 FW1085
 FW1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW1085'STATION IS LOCATED NEAR THE NE END OF LOWER BERNARD ISLAND,
 FW1085'ABOUT 500 FT. SW OF THE NE TIP OF THE ISLAND, 79.0 FT. NW
 FW1085'OF MEAN HIGH WATER, AND 50.0 FT. NE OF THE NE EDGE OF A
 FW1085'LARGE POND.  IT IS A STANDARD STATION DISK, STAMPED BERNARD
 FW1085'1953 AND BRAZED IN THE TOP OF A CAST-IRON PIPE (5 FT. LONG),
 FW1085'SURROUNDED BY A MASS OF CONCRETE TO A DEPTH OF 1.5 FT.,
 FW1085'PROJECTING 4 IN. ABOVE GROUND.
 FW1085'
 FW1085'REFERENCE MARK BURNT IS NE OF THE STATION.  IT IS A STANDARD
 FW1085'TOPOGRAPHIC STATION DISK, STAMPED BURNT 1942 AND SET IN
 FW1085'THE TOP OF A 5-IN. ROUND CONCRETE MONUMENT PROJECTING 6 IN.
 FW1085'ABOVE GROUND.
 FW1085'
 FW1085'REFERENCE MARK 1 IS SW OF THE STATION, AT THE W EDGE OF THE
 FW1085'WATER BUSHES, 18.0 FT. E OF THE E EDGE OF A POND, AND 58.0
 FW1085'FT. W OF MEAN HIGH WATER.  IT IS A STANDARD REFERENCE-MARK
 FW1085'DISK, STAMPED BERNARD R.M. 1 1953 AND BRAZED IN THE TOP
 FW1085'OF A CAST-IRON PIPE (5 FT. LONG), SURROUNDED BY A MASS OF
 FW1085'CONCRETE TO A DEPTH OF 1.5 FT., PROJECTING 4 IN. ABOVE GROUND.
 FW1085'
 FW1085'STATION CAN ONLY BE REACHED BY BOAT.
 FW1085
 FW1085                          STATION RECOVERY (1956)
 FW1085
 FW1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EHK)
 FW1085'STATION, REFERENCE MARK BURNT, 1942, AND REFERENCE MARK
 FW1085'NO. 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FW1085
 FW1085                          STATION RECOVERY (1957)
 FW1085
 FW1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1085'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FW1085'
 FW1085'THE PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0641 ***********************************************************************
 HW0641  DESIGNATION -  BERRY
 HW0641  PID         -  HW0641
 HW0641  STATE/COUNTY-  VA/MADISON
 HW0641  USGS QUAD   -  ROCHELLE (1987)
 HW0641
 HW0641                         *CURRENT SURVEY CONTROL
 HW0641  ___________________________________________________________________
 HW0641* NAD 83(1993)-  38 20 53.03743(N)    078 16 56.31976(W)     ADJUSTED  
 HW0641* NAVD 88     -       195.269  (meters)     640.64   (feet)  ADJUSTED  
 HW0641  ___________________________________________________________________
 HW0641  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 HW0641  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0641  DYNAMIC HT  -         195.138 (meters)     640.22  (feet)  COMP
 HW0641  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 HW0641
 HW0641  HORZ ORDER  -  SECOND
 HW0641  VERT ORDER  -  SECOND    CLASS 0
 HW0641
 HW0641.The horizontal coordinates were established by classical geodetic methods
 HW0641.and adjusted by the National Geodetic Survey in November 1994..
 HW0641
 HW0641.The orthometric height was determined by differential leveling
 HW0641.and adjusted by the National Geodetic Survey in June 1991..
 HW0641
 HW0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0641
 HW0641.The geoid height was determined by GEOID03.
 HW0641
 HW0641.The dynamic height is computed by dividing the NAVD 88
 HW0641.geopotential number by the normal gravity value computed on the
 HW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0641.degrees latitude (g = 980.6199 gals.).
 HW0641
 HW0641.The modeled gravity was interpolated from observed gravity values.
 HW0641
 HW0641;                    North         East     Units Scale Factor Converg.
 HW0641;SPC VA N     - 2,075,656.373 3,519,028.642   MT  0.99995938   +0 08 09.1
 HW0641;SPC VA N     - 6,809,882.62 11,545,346.47   sFT  0.99995938   +0 08 09.1
 HW0641;UTM  17      - 4,247,930.887   737,494.355   MT  1.00029468   +1 41 13.0
 HW0641
 HW0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0641!SPC VA N     -   0.99997448  x   0.99995938  =   0.99993386
 HW0641!UTM  17      -   0.99997448  x   1.00029468  =   1.00026915
 HW0641
 HW0641:                Primary Azimuth Mark                     Grid Az
 HW0641:SPC VA N     -  MADISON MUNICIPAL TANK                   029 37 32.2
 HW0641:UTM  17      -  MADISON MUNICIPAL TANK                   028 04 28.3
 HW0641
 HW0641|---------------------------------------------------------------------|
 HW0641| PID    Reference Object                     Distance      Geod. Az  |
 HW0641|                                                           dddmmss.s |
 HW0641| HW3317 MADISON MUNICIPAL TANK              APPROX. 3.7 KM 0294541.3 |
 HW0641| HW3300 LOST MTN                            APPROX. 6.7 KM 1082204.4 |
 HW0641| HW0642 BERRY RM 2                           24.622 METERS 22647     |
 HW0641| HW0640 BERRY RM 1                           23.476 METERS 34504     |
 HW0641|---------------------------------------------------------------------|
 HW0641
 HW0641                          SUPERSEDED SURVEY CONTROL
 HW0641
 HW0641  NAD 83(1986)-  38 20 53.04377(N)    078 16 56.32858(W) AD(       ) 2
 HW0641  NAD 27      -  38 20 52.57907(N)    078 16 57.31026(W) AD(       ) 2
 HW0641  NGVD 29 (??/??/92)  195.484  (m)          641.35   (f) ADJ UNCH    2 0
 HW0641
 HW0641.Superseded values are not recommended for survey control.
 HW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0641.See file dsdata.txt to determine how the superseded data were derived.
 HW0641
 HW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3749447931(NAD 83)
 HW0641_MARKER: DS = TRIANGULATION STATION DISK
 HW0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0641_STAMPING: BERRY 1965
 HW0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0641+STABILITY: SURFACE MOTION
 HW0641
 HW0641  HISTORY     - Date     Condition        Report By
 HW0641  HISTORY     - 1965     MONUMENTED       CGS
 HW0641  HISTORY     - 1965     GOOD             CGS
 HW0641
 HW0641                          STATION DESCRIPTION
 HW0641
 HW0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW0641'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF RUCKERSVILLE,
 HW0641'3.5 MILES EAST OF WOLFTOWN, 2.5 MILES SOUTHWEST OF MADISON,
 HW0641'350 FEET EAST OF U.S. HIGHWAY 29 AND ON MR. RUPERT BERRY PROPERTY.
 HW0641'
 HW0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29
 HW0641'AND 33 IN RUCKERSVILLE GO NORTHERLY ON U.S. HIGHWAY 29 FOR 9.0
 HW0641'MILES TO THE JUNCTION OF STATE HIGHWAY 230, CONTINUE NORTHERLY ON
 HW0641'ON U.S. HIGHWAY 29 FOR 0.15 MILE TO A HUMBLE SERVICE STATION ON
 HW0641'THE LEFT AND A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 HW0641'FOR 0.15 MILE TO THE STATION.
 HW0641'
 HW0641'STATION MARK IS 26 FEET NORTH OF A TRIANGLE BLAZED OAK TREE,
 HW0641'16 FEET WEST OF A OLD RAIL FENCE AND 4.7 FEET SOUTH OF A WITNESS
 HW0641'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HW0641'POST, PROJECTS 2 INCHES, AND IS STAMPED BERRY 1965.
 HW0641'
 HW0641'REFERENCE MARK NO. 1 IS 150 FEET EAST OF THE EAST END OF A
 HW0641'OLD GARAGE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 HW0641'CONCRETE POST, PROJECTS 2 INCHES, AND IS STAMPED BERRY NO 1 1965.
 HW0641'
 HW0641'REFERENCE MARK NO. 2 IS 8 FEET NORTHEAST OF A 8-INCH HICKORY
 HW0641'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HW0641'POST, PROJECTS 2 INCHES, AND IS STAMPED BERRY NO 2 1965.
 HW0641
 HW0641                          STATION RECOVERY (1965)
 HW0641
 HW0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW0641'1.4 MI SW FROM MADISON.
 HW0641'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE MADISON
 HW0641'COUNTY HIGH SCHOOL, AT THE SOUTH EDGE OF MADISON, TO A HUMBLE
 HW0641'SERVICE STATION ON THE WEST SIDE OF HIGHWAY, THENCE EAST, 0.15
 HW0641'MILE TO THE STATION SET IN THE TOP OF A CONCRETE POST PROJECTING
 HW0641'2-INCHES, 80.8 FEET NORTHEAST OF RM 2, 77.0 FEET SOUTH OF
 HW0641'RM 1, 26 FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 16 FEET WEST
 HW0641'OF AN OLD RAIL FENCE, 10 FEET EAST OF A TRACK LEADING FROM
 HW0641'HIGHWAY, 4.7 FEET SOUTH OF A METAL WITNESS SIGN, ON THE PROPERTY
 HW0641'OF MR. RUPERT BERRY AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE
 HW0641'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5379 ***********************************************************************
 HV5379  DESIGNATION -  BERRY
 HV5379  PID         -  HV5379
 HV5379  STATE/COUNTY-  VA/KING GEORGE
 HV5379  USGS QUAD   -  DAHLGREN (1983)
 HV5379
 HV5379                         *CURRENT SURVEY CONTROL
 HV5379  ___________________________________________________________________
 HV5379* NAD 83(1993)-  38 20 56.84619(N)    077 05 32.50738(W)     ADJUSTED  
 HV5379* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 HV5379  ___________________________________________________________________
 HV5379  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 HV5379  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HV5379
 HV5379  HORZ ORDER  -  FIRST
 HV5379
 HV5379.The horizontal coordinates were established by classical geodetic methods
 HV5379.and adjusted by the National Geodetic Survey in November 1994..
 HV5379
 HV5379.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5379
 HV5379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5379
 HV5379.The geoid height was determined by GEOID03.
 HV5379
 HV5379;                    North         East     Units Scale Factor Converg.
 HV5379;SPC VA N     - 2,076,694.552 3,623,037.941   MT  0.99995929   +0 52 42.7
 HV5379;SPC VA N     - 6,813,288.71 11,886,583.64   sFT  0.99995929   +0 52 42.7
 HV5379;SPC MD       -    75,759.803   391,926.194   MT  0.99999182   -0 03 28.7
 HV5379;SPC MD       -   248,555.29  1,285,844.52   sFT  0.99999182   -0 03 28.7
 HV5379;UTM  18      - 4,246,624.105   317,160.981   MT  1.00001172   -1 17 54.9
 HV5379
 HV5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5379!SPC VA N     -   0.99999822  x   0.99995929  =   0.99995751
 HV5379!SPC MD       -   0.99999822  x   0.99999182  =   0.99999004
 HV5379!UTM  18      -   0.99999822  x   1.00001172  =   1.00000994
 HV5379
 HV5379:                Primary Azimuth Mark                     Grid Az
 HV5379:SPC VA N     -  BLOSSOM 2                                001 37 01.3
 HV5379:SPC MD       -  BLOSSOM 2                                002 33 12.7
 HV5379:UTM  18      -  BLOSSOM 2                                003 47 38.9
 HV5379
 HV5379|---------------------------------------------------------------------|
 HV5379| PID    Reference Object                     Distance      Geod. Az  |
 HV5379|                                                           dddmmss.s |
 HV5379| HV5325 BLOSSOM 2                           APPROX. 9.1 KM 0022944.0 |
 HV5379| HV5378 BERRY RM A 1966                      28.612 METERS 05929     |
 HV5379| DC6680 BERRY RM 1                           45.059 METERS 12532     |
 HV5379| DC6681 BERRY RM 2                           21.446 METERS 23633     |
 HV5379|---------------------------------------------------------------------|
 HV5379
 HV5379                          SUPERSEDED SURVEY CONTROL
 HV5379
 HV5379  NAD 83(1993)-  38 20 56.84738(N)    077 05 32.51269(W) AD(       ) 1
 HV5379  NAD 83(1986)-  38 20 56.84652(N)    077 05 32.52205(W) AD(       ) 1
 HV5379  NAD 27      -  38 20 56.39201(N)    077 05 33.60785(W) AD(       ) 1
 HV5379  NGVD 29 (07/19/86)   44.7    (m)          147.     (f) VERT ANG       
 HV5379
 HV5379.Superseded values are not recommended for survey control.
 HV5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5379.See file dsdata.txt to determine how the superseded data were derived.
 HV5379
 HV5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1716146624(NAD 83)
 HV5379_MARKER: DS = TRIANGULATION STATION DISK
 HV5379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5379
 HV5379  HISTORY     - Date     Condition        Report By
 HV5379  HISTORY     - 1966     MONUMENTED       CGS
 HV5379  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV5379  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5379
 HV5379                          STATION DESCRIPTION
 HV5379
 HV5379'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5379'THE STATION IS LOCATED ON A LONG FLAT TOPPED NORTH-SOUTH RIDGE,
 HV5379'ABOUT 4-1/4 MILES WEST OF THE WEST END OF THE POTOMAC RIVER
 HV5379'BRIDGE, 1-1/4 MILES SOUTH OF THE SOUTH BANK OF THE POTOMAC RIVER
 HV5379'AND 3/4 MILE NORTH-NORTHWEST OF THE VILLAGE OF OWENS, ON PROPERTY
 HV5379'OWNED BY MR. H.T. BERRY.
 HV5379'
 HV5379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 HV5379'STATE HIGHWAY 206 ABOUT 0.5 MILE EAST OF THE SMALL VILLAGE OF
 HV5379'OWENS, GO WESTERLY ON HIGHWAY 206 FOR 0.6 MILE TO A CROSSROAD,
 HV5379'(COUNTY ROUTE 624) AND THE C.C. REED APPLIANCE STORE IN THE
 HV5379'NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO NORTH AND
 HV5379'NORTHEAST ON ROUTE 624 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN
 HV5379'LEFT AND GO NORTHWEST ON A DIRT ROAD FOR 0.35 MILE TO THE
 HV5379'ENTRANCE INTO FIELD UNDER CULTIVATION.  CONTINUE NORTHWEST ON
 HV5379'FIELD ROAD FOR 0.3 MILE TO AN ABANDONED FARM YARD AND THE
 HV5379'STATION ON THE LEFT.
 HV5379'
 HV5379'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BERRY 1966,
 HV5379'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 HV5379'15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 86.5 FEET
 HV5379'WEST-NORTHWEST OF A 50-INCH TREE, 69.5 FEET EAST OF THE SOUTHEAST
 HV5379'CORNER OF AN ABANDONED HOUSE, 66 FEET WEST OF THE CENTER OF A
 HV5379'TRACK ROAD AND 51.5 FEET NORTH OF A POWER POLE WITH
 HV5379'TRANSFORMER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HV5379'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5379'
 HV5379'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BERRY NO 1 1966,
 HV5379'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 HV5379'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTHEAST OF
 HV5379'THE CENTER OF TWIN CEDAR TREES, 27 FEET SOUTH OF A 15-INCH TREE
 HV5379'AND 4 FEET NORTHEAST OF AN EAST END GATE POST.
 HV5379'
 HV5379'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BERRY NO 2 1966,
 HV5379'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 HV5379'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 61.5 FEET NORTHWEST
 HV5379'OF THE POWER POLE WITH TRANSFORMER, 12 FEET SOUTH OF THE SOUTHEAST
 HV5379'CORNER OF THE HOUSE AND 1 FOOT EAST OF A CONCRETE CORNER OF A
 HV5379'WALKWAY.
 HV5379'
 HV5379'NOTE--AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 HV5379'
 HV5379'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 HV5379
 HV5379                          STATION RECOVERY (1998)
 HV5379
 HV5379'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5379'MARK NOT FOUND.
 HV5379
 HV5379                          STATION RECOVERY (2003)
 HV5379
 HV5379'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8339 ***********************************************************************
 HV8339  DESIGNATION -  BERRY
 HV8339  PID         -  HV8339
 HV8339  STATE/COUNTY-  VA/FAIRFAX
 HV8339  USGS QUAD   -  VIENNA (1994)
 HV8339
 HV8339                         *CURRENT SURVEY CONTROL
 HV8339  ___________________________________________________________________
 HV8339* NAD 83(1993)-  38 54 28.77297(N)    077 15 25.23298(W)     ADJUSTED  
 HV8339* NAVD 88     -       111.587  (meters)     366.10   (feet)  ADJUSTED  
 HV8339  ___________________________________________________________________
 HV8339  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HV8339  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV8339  DYNAMIC HT  -         111.526 (meters)     365.90  (feet)  COMP
 HV8339  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 HV8339
 HV8339  HORZ ORDER  -  SECOND
 HV8339  VERT ORDER  -  THIRD
 HV8339
 HV8339.The horizontal coordinates were established by classical geodetic methods
 HV8339.and adjusted by the National Geodetic Survey in November 1994..
 HV8339
 HV8339.The orthometric height was determined by differential leveling
 HV8339.and adjusted by the National Geodetic Survey in September 2004..
 HV8339.No vertical observational check was made to the station.
 HV8339
 HV8339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8339
 HV8339.The geoid height was determined by GEOID03.
 HV8339
 HV8339.The dynamic height is computed by dividing the NAVD 88
 HV8339.geopotential number by the normal gravity value computed on the
 HV8339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8339.degrees latitude (g = 980.6199 gals.).
 HV8339
 HV8339.The modeled gravity was interpolated from observed gravity values.
 HV8339
 HV8339;                    North         East     Units Scale Factor Converg.
 HV8339;SPC VA N     - 2,138,517.255 3,607,807.662   MT  0.99996120   +0 46 32.8
 HV8339;SPC VA N     - 7,016,118.69 11,836,615.64   sFT  0.99996120   +0 46 32.8
 HV8339;UTM  18      - 4,308,988.136   304,297.962   MT  1.00007163   -1 25 04.8
 HV8339
 HV8339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8339!SPC VA N     -   0.99998747  x   0.99996120  =   0.99994867
 HV8339!UTM  18      -   0.99998747  x   1.00007163  =   1.00005910
 HV8339
 HV8339                          SUPERSEDED SURVEY CONTROL
 HV8339
 HV8339  NAD 83(1993)-  38 54 28.77217(N)    077 15 25.23592(W) AD(       ) 2
 HV8339  NAD 83(1986)-  38 54 28.77209(N)    077 15 25.24530(W) AD(       ) 2
 HV8339  NGVD 29 (01/12/90)  111.9    (m)          367.     (f) VERT ANG       
 HV8339
 HV8339.Superseded values are not recommended for survey control.
 HV8339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8339.See file dsdata.txt to determine how the superseded data were derived.
 HV8339
 HV8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0429808988(NAD 83)
 HV8339_MARKER: Z = SEE DESCRIPTION
 HV8339_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8339_SP_SET: DRIVEN INTO GROUND
 HV8339_MARK LOGO: VA-059
 HV8339_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8339
 HV8339  HISTORY     - Date     Condition        Report By
 HV8339  HISTORY     - 1975     MONUMENTED       VA-059
 HV8339  HISTORY     - 1975     GOOD             VA-059
 HV8339  HISTORY     - 19920120 GOOD             MSI
 HV8339
 HV8339                          STATION DESCRIPTION
 HV8339
 HV8339'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8339'THE STATION IS LOCATED ABOUT 8.1 MILES SOUTHEAST OF HERNDON, 5.1
 HV8339'MILES NORTHEAST OF FAIRFAX, 4.4 MILES NORTHWEST OF FALLS CHURCH, IN A
 HV8339'GRASSY STRIP BETWEEN THE CONCRETE SIDEWALK AND MAPLE AVENUE IN FRONT
 HV8339'OF A SMALL SHOPPING CENTER AT 421 MAPLE AVENUE, VIENNA. SEE FAIRFAX
 HV8339'COUNTY TAX MAP 38-2, REVISED TO 1-1-76.
 HV8339'
 HV8339'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8339'ROUTE 123, CHAIN BRIDGE ROAD, IN FAIRFAX, GO NORTH ON ROUTE 123 FOR
 HV8339'6.0 MILES TO A 7-11 STORE AND STATION ON THE RIGHT.
 HV8339'
 HV8339'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8339'CO DPW SUR--- IN THE GRASS STRIP BETWEEN THE CONCRETE SIDEWALK AND
 HV8339'MAPLE AVENUE. LOCATED 20 FEET SE FROM THE CENTERLINE OF THE NORTHBOUND
 HV8339'LANES OF ROUTE 123 AND 4 FEET NW FROM THE SOUTHERN EDGE OF THE
 HV8339'SIDEWALK.
 HV8339'
 HV8339'REFERENCE MARK NO. 01 IS A PK NAIL AND CAP IN THE SIDE OF UTILITY POLE
 HV8339'135-DD LOCATED 17 FEET SE FROM THE CENTERLINE OF THE NORTHBOUND LANES
 HV8339'OF ROUTE 123.
 HV8339'
 HV8339'REFERENCE MARK NO. 02 IS A PK NAIL IN THE CORNER OF THE CURB INLET
 HV8339'ALONG MAPLE AVENUE. LOCATED 37 FEET SW FROM RM 1.
 HV8339
 HV8339                          STATION RECOVERY (1975)
 HV8339
 HV8339'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8339'RECOVERED IN GOOD CONDITION.
 HV8339
 HV8339                          STATION RECOVERY (1992)
 HV8339
 HV8339'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8339'THE STATION IS LOCATED ABOUT 8.1 MILES (13.0 KM) SOUTHEAST OF
 HV8339'HERNDON, 5.1 MILES (8.2 KM) NORTHEAST OF FAIRFAX, 4.4 MILES (7.1 KM)
 HV8339'NORTHWEST OF FALLS CHURCH, IN A GRASSY STRIP BETWEEN THE CONCRETE
 HV8339'SIDEWALK AND MAPLE AVENUE IN FRONT OF A SMALL SHOPPING CENTER AT 421
 HV8339'MAPLE AVENUE, VIENNA.  SEE FAIRFAX COUNTY TAX MAP 38-2, REVISED TO
 HV8339'1-1-76.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN
 HV8339'STREET, AND ROUTE 123, CHAIN BRIDGE ROAD, IN FAIRFAX, GO NORTH ON
 HV8339'ROUTE 123 FOR 6.0 MILES (9.7 KM) TO A 7-11 STORE AND STATION ON THE
 HV8339'RIGHT.  THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP
 HV8339'STAMPED---FAIRFAX CO DPW SUR--- IN THE GRASS STRIP BETWEEN THE
 HV8339'CONCRETE SIDEWALK AND MAPLE AVENUE.  LOCATED 20 FEET (6.1 M) SE FROM
 HV8339'THE CENTERLINE OF THE NORTHBOUND LANES OF ROUTE 123 AND 4 FEET (1.2
 HV8339'M) NW FROM THE SOUTHERN EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4560 ***********************************************************************
 HV4560  DESIGNATION -  BERRY 1927
 HV4560  PID         -  HV4560
 HV4560  STATE/COUNTY-  VA/ARLINGTON
 HV4560  USGS QUAD   -  ALEXANDRIA (1994)
 HV4560
 HV4560                         *CURRENT SURVEY CONTROL
 HV4560  ___________________________________________________________________
 HV4560* NAD 83(1993)-  38 50 57.97196(N)    077 05 31.47836(W)     ADJUSTED  
 HV4560* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 HV4560  ___________________________________________________________________
 HV4560  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 HV4560  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV4560
 HV4560  HORZ ORDER  -  THIRD
 HV4560
 HV4560.The horizontal coordinates were established by classical geodetic methods
 HV4560.and adjusted by the National Geodetic Survey in November 1994..
 HV4560
 HV4560.The orthometric height was scaled from a topographic map.
 HV4560
 HV4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4560
 HV4560.The geoid height was determined by GEOID03.
 HV4560
 HV4560;                    North         East     Units Scale Factor Converg.
 HV4560;SPC VA N     - 2,132,224.354 3,622,211.237   MT  0.99995656   +0 52 43.4
 HV4560;SPC VA N     - 6,995,472.73 11,883,871.37   sFT  0.99995656   +0 52 43.4
 HV4560;UTM  18      - 4,302,148.245   318,451.363   MT  1.00000588   -1 18 45.6
 HV4560
 HV4560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4560!SPC VA N     -   0.99999596  x   0.99995656  =   0.99995252
 HV4560!UTM  18      -   0.99999596  x   1.00000588  =   1.00000184
 HV4560
 HV4560                          SUPERSEDED SURVEY CONTROL
 HV4560
 HV4560  NAD 83(1993)-  38 50 57.97041(N)    077 05 31.48018(W) AD(       ) 3
 HV4560  NAD 83(1986)-  38 50 57.97049(N)    077 05 31.49060(W) AD(       ) 3
 HV4560  NAD 27      -  38 50 57.56936(N)    077 05 32.56066(W) AD(       ) 3
 HV4560
 HV4560.Superseded values are not recommended for survey control.
 HV4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4560.See file dsdata.txt to determine how the superseded data were derived.
 HV4560
 HV4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1845102148(NAD 83)
 HV4560_MARKER: DS = TRIANGULATION STATION DISK
 HV4560_SETTING: 0 = UNSPECIFIED SETTING
 HV4560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4560
 HV4560  HISTORY     - Date     Condition        Report By
 HV4560  HISTORY     - 1927     MONUMENTED       CGS
 HV4560  HISTORY     - 1938     GOOD             CGS
 HV4560  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV4560
 HV4560                          STATION DESCRIPTION
 HV4560
 HV4560'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (BW)
 HV4560'STATION IS LOCATED NEAR CENTER AND HIGHEST PART OF OLD EARTH
 HV4560'PARAPET ON E SIDE OF *FORT BERRY, ABOUT 1 MILE SW OF ARLINGTON
 HV4560'RADIO STATION.
 HV4560'
 HV4560'STANDARD STATION MARK SET IN CONCRETE POST.
 HV4560'
 HV4560'NOTE.--FORT BARNARD.
 HV4560
 HV4560                          STATION RECOVERY (1938)
 HV4560
 HV4560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4560'STATION RECOVERED.  IT IS LOCATED ON TOP OF THE E PARAPET
 HV4560'OF OLD FORT BARNARD, ABOUT MIDWAY ALONG THE LINE OF THIS E
 HV4560'PARAPET.  MARK IS 68 FEET SW OF THE CENTER LINE OF THE ROAD
 HV4560'WHICH PARALLELS THE E SIDE OF THE FORT, AND ABOUT 100 FEET
 HV4560'SE OF THE CENTER LINE OF THE ROAD WHICH BORDERS THE FORT TO
 HV4560'THE N.
 HV4560
 HV4560                          STATION RECOVERY (1957)
 HV4560
 HV4560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GCR)
 HV4560'THE STATION WAS NOT FOUND.  IT IS QUITE CERTAIN THE STATION
 HV4560'HAS BEEN DESTROYED.  THE EARTH PARAPET HAS BEEN GRADED DOWN
 HV4560'AND THE AREA, WHERE THE STATION WAS LOCATED, IS NOW A PLAYGROUND
 HV4560'OF THE FORT BARNARD PARK.
 HV4560'
 HV4560'THE REMAINING PORTION OF THE EARTH PARAPET IS PROBABLY THE
 HV4560'W SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0640 ***********************************************************************
 HW0640  DESIGNATION -  BERRY RM 1
 HW0640  PID         -  HW0640
 HW0640  STATE/COUNTY-  VA/MADISON
 HW0640  USGS QUAD   -  ROCHELLE (1987)
 HW0640
 HW0640                         *CURRENT SURVEY CONTROL
 HW0640  ___________________________________________________________________
 HW0640* NAD 83(1986)-  38 20 52.     (N)    078 16 56.     (W)     SCALED    
 HW0640* NAVD 88     -       195.654  (meters)     641.91   (feet)  ADJUSTED  
 HW0640  ___________________________________________________________________
 HW0640  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0640  DYNAMIC HT  -         195.522 (meters)     641.48  (feet)  COMP
 HW0640  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 HW0640
 HW0640  VERT ORDER  -  SECOND    CLASS 0
 HW0640
 HW0640.The horizontal coordinates were scaled from a topographic map and have
 HW0640.an estimated accuracy of +/- 6 seconds.
 HW0640
 HW0640.The orthometric height was determined by differential leveling
 HW0640.and adjusted by the National Geodetic Survey in June 1991..
 HW0640
 HW0640.The geoid height was determined by GEOID03.
 HW0640
 HW0640.The dynamic height is computed by dividing the NAVD 88
 HW0640.geopotential number by the normal gravity value computed on the
 HW0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0640.degrees latitude (g = 980.6199 gals.).
 HW0640
 HW0640.The modeled gravity was interpolated from observed gravity values.
 HW0640
 HW0640;                    North         East    Units  Estimated Accuracy
 HW0640;SPC VA N     - 2,075,620.    3,519,040.      MT  (+/- 180 meters Scaled)
 HW0640
 HW0640                          SUPERSEDED SURVEY CONTROL
 HW0640
 HW0640  NGVD 29 (??/??/92)  195.869  (m)          642.61   (f) ADJ UNCH    2 0
 HW0640
 HW0640.Superseded values are not recommended for survey control.
 HW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0640.See file dsdata.txt to determine how the superseded data were derived.
 HW0640
 HW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC375478(NAD 83)
 HW0640_MARKER: DR = REFERENCE MARK DISK
 HW0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0640_STAMPING: BERRY NO 1 1965
 HW0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0640+STABILITY: SURFACE MOTION
 HW0640
 HW0640  HISTORY     - Date     Condition        Report By
 HW0640  HISTORY     - 1965     MONUMENTED       CGS
 HW0640
 HW0640                          STATION DESCRIPTION
 HW0640
 HW0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0640'1.4 MI SW FROM MADISON.
 HW0640'AT THE BERRY STATION SITE-- SET IN THE TOP OF A CONCRETE POST
 HW0640'PROJECTING 2-INCHES, 77.0 FEET NORTH OF THE STATION, 150 FEET
 HW0640'EAST OF THE EAST END OF AN OLD GARAGE, AND IS ABOUT 2 FEET ABOVE
 HW0640'THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0642 ***********************************************************************
 HW0642  DESIGNATION -  BERRY RM 2
 HW0642  PID         -  HW0642
 HW0642  STATE/COUNTY-  VA/MADISON
 HW0642  USGS QUAD   -  ROCHELLE (1987)
 HW0642
 HW0642                         *CURRENT SURVEY CONTROL
 HW0642  ___________________________________________________________________
 HW0642* NAD 83(1986)-  38 20 52.     (N)    078 16 56.     (W)     SCALED    
 HW0642* NAVD 88     -       194.414  (meters)     637.84   (feet)  ADJUSTED  
 HW0642  ___________________________________________________________________
 HW0642  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0642  DYNAMIC HT  -         194.283 (meters)     637.41  (feet)  COMP
 HW0642  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 HW0642
 HW0642  VERT ORDER  -  SECOND    CLASS 0
 HW0642
 HW0642.The horizontal coordinates were scaled from a topographic map and have
 HW0642.an estimated accuracy of +/- 6 seconds.
 HW0642
 HW0642.The orthometric height was determined by differential leveling
 HW0642.and adjusted by the National Geodetic Survey in June 1991..
 HW0642
 HW0642.The geoid height was determined by GEOID03.
 HW0642
 HW0642.The dynamic height is computed by dividing the NAVD 88
 HW0642.geopotential number by the normal gravity value computed on the
 HW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0642.degrees latitude (g = 980.6199 gals.).
 HW0642
 HW0642.The modeled gravity was interpolated from observed gravity values.
 HW0642
 HW0642;                    North         East    Units  Estimated Accuracy
 HW0642;SPC VA N     - 2,075,620.    3,519,040.      MT  (+/- 180 meters Scaled)
 HW0642
 HW0642                          SUPERSEDED SURVEY CONTROL
 HW0642
 HW0642  NGVD 29 (??/??/92)  194.629  (m)          638.55   (f) ADJ UNCH    2 0
 HW0642
 HW0642.Superseded values are not recommended for survey control.
 HW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0642.See file dsdata.txt to determine how the superseded data were derived.
 HW0642
 HW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC375478(NAD 83)
 HW0642_MARKER: DR = REFERENCE MARK DISK
 HW0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0642_STAMPING: BERRY NO 2 1965
 HW0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0642+STABILITY: SURFACE MOTION
 HW0642
 HW0642  HISTORY     - Date     Condition        Report By
 HW0642  HISTORY     - 1965     MONUMENTED       CGS
 HW0642
 HW0642                          STATION DESCRIPTION
 HW0642
 HW0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0642'1.4 MI SW FROM MADISON.
 HW0642'AT THE BERRY STATION SITE-- SET IN THE TOP OF A CONCRETE POST
 HW0642'PROJECTING 2-INCHES, 80.8 FEET SOUTHWEST OF THE STATION MARK, 8 FEET
 HW0642'NORTHEAST OF AN 8-INCH HICKORY TREE AND IS ABOUT 2 FEET BELOW
 HW0642'THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5378 ***********************************************************************
 HV5378  DESIGNATION -  BERRY RM A 1966
 HV5378  PID         -  HV5378
 HV5378  STATE/COUNTY-  VA/KING GEORGE
 HV5378  USGS QUAD   -  DAHLGREN (1983)
 HV5378
 HV5378                         *CURRENT SURVEY CONTROL
 HV5378  ___________________________________________________________________
 HV5378* NAD 83(1993)-  38 20 57.31743(N)    077 05 31.49230(W)     ADJUSTED  
 HV5378* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 HV5378  ___________________________________________________________________
 HV5378  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 HV5378  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HV5378
 HV5378  HORZ ORDER  -  FIRST
 HV5378
 HV5378.The horizontal coordinates were established by classical geodetic methods
 HV5378.and adjusted by the National Geodetic Survey in November 1994..
 HV5378
 HV5378.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5378
 HV5378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5378
 HV5378.The geoid height was determined by GEOID03.
 HV5378
 HV5378;                    North         East     Units Scale Factor Converg.
 HV5378;SPC VA N     - 2,076,709.458 3,623,062.363   MT  0.99995928   +0 52 43.3
 HV5378;SPC VA N     - 6,813,337.61 11,886,663.77   sFT  0.99995928   +0 52 43.3
 HV5378;SPC MD       -    75,774.308   391,950.857   MT  0.99999180   -0 03 28.1
 HV5378;SPC MD       -   248,602.88  1,285,925.44   sFT  0.99999180   -0 03 28.1
 HV5378;UTM  18      - 4,246,638.074   317,185.952   MT  1.00001160   -1 17 54.2
 HV5378
 HV5378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5378!SPC VA N     -   0.99999822  x   0.99995928  =   0.99995750
 HV5378!SPC MD       -   0.99999822  x   0.99999180  =   0.99999002
 HV5378!UTM  18      -   0.99999822  x   1.00001160  =   1.00000982
 HV5378
 HV5378:                Primary Azimuth Mark                     Grid Az
 HV5378:SPC VA N     -  BLOSSOM 2                                001 27 59.2
 HV5378:SPC MD       -  BLOSSOM 2                                002 24 10.6
 HV5378:UTM  18      -  BLOSSOM 2                                003 38 36.7
 HV5378
 HV5378|---------------------------------------------------------------------|
 HV5378| PID    Reference Object                     Distance      Geod. Az  |
 HV5378|                                                           dddmmss.s |
 HV5378| HV5325 BLOSSOM 2                           APPROX. 9.1 KM 0022042.5 |
 HV5378| HV5379 BERRY                                28.612 METERS 23929     |
 HV5378|---------------------------------------------------------------------|
 HV5378
 HV5378                          SUPERSEDED SURVEY CONTROL
 HV5378
 HV5378  NAD 83(1993)-  38 20 57.31862(N)    077 05 31.49761(W) AD(       ) 1
 HV5378  NAD 83(1986)-  38 20 57.31769(N)    077 05 31.50711(W) AD(       ) 1
 HV5378  NAD 27      -  38 20 56.86325(N)    077 05 32.59279(W) AD(       ) 1
 HV5378  NGVD 29 (07/19/86)   44.7    (m)          147.     (f) VERT ANG       
 HV5378
 HV5378.Superseded values are not recommended for survey control.
 HV5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5378.See file dsdata.txt to determine how the superseded data were derived.
 HV5378
 HV5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1718646638(NAD 83)
 HV5378_MARKER: DS = TRIANGULATION STATION DISK
 HV5378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5378+STABILITY: SURFACE MOTION
 HV5378
 HV5378  HISTORY     - Date     Condition        Report By
 HV5378  HISTORY     - 1966     MONUMENTED       CGS
 HV5378  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV5378  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5378
 HV5378                          STATION DESCRIPTION
 HV5378
 HV5378'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5378'THE STATION IS LOCATED ON A LONG FLAT TOPPED NORTH-SOUTH RIDGE,
 HV5378'ABOUT 4-1/4 MILES WEST OF THE WEST END OF THE POTOMAC RIVER
 HV5378'BRIDGE, 1-1/4 MILES SOUTH OF THE SOUTH BANK OF THE POTOMAC RIVER
 HV5378'AND 3/4 MILE NORTH-NORTHWEST OF THE VILLAGE OF OWENS, ON PROPERTY
 HV5378'OWNED BY MR. H.T. BERRY.
 HV5378'
 HV5378'THE STATION MARK IS A STANDARD DISK STAMPED BERRY RM A 1966,
 HV5378'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT IS
 HV5378'15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 40 FEET
 HV5378'SOUTHWEST OF THE SOUTH CORNER OF A SHED, 39 FEET NORTH A
 HV5378'60-INCH TREE, 36.5 FEET NORTHWEST OF A 12-INCH LOCUST TREE, 29
 HV5378'FEET EAST OF THE CENTER OF A FIELD ROAD AND 23 FEET NORTH OF A
 HV5378'CORNER FENCE POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV5378'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5378'
 HV5378'A TRAVERSE CONNECTION WAS MADE TO STATION BERRY 1966, DISTANCE
 HV5378'BEING (93.873) FEET OR 28.6124 METERS SOUTHWEST.
 HV5378'
 HV5378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 HV5378'STATE HIGHWAY 206 ABOUT 0.5 MILE EAST OF THE SMALL VILLAGE OF
 HV5378'OWENS, GO WESTERLY ON HIGHWAY 206 FOR 0.6 MILE TO A CROSSROAD,
 HV5378'(COUNTY ROUTE 624) AND THE C.C. REED APPLIANCE STORE IN THE
 HV5378'NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO NORTH AND
 HV5378'NORTHEAST ON ROUTE 624 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN
 HV5378'LEFT AND GO NORTHWEST ON A DIRT ROAD FOR 0.35 MILE TO THE
 HV5378'ENTRANCE INTO FIELD UNDER CULTIVATION.  CONTINUE NORTHWEST ON
 HV5378'FIELD ROAD FOR 0.3 MILE TO AN ABANDONED FARM YARD AND THE
 HV5378'STATION ON THE LEFT.
 HV5378
 HV5378                          STATION RECOVERY (1998)
 HV5378
 HV5378'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5378'MARK NOT FOUND.
 HV5378
 HV5378                          STATION RECOVERY (2003)
 HV5378
 HV5378'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3755 ***********************************************************************
 GV3755  DESIGNATION -  BERRY VFC 1931
 GV3755  PID         -  GV3755
 GV3755  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3755  USGS QUAD   -  REEDVILLE (1992)
 GV3755
 GV3755                         *CURRENT SURVEY CONTROL
 GV3755  ___________________________________________________________________
 GV3755* NAD 83(1993)-  37 50 40.96284(N)    076 20 51.15610(W)     ADJUSTED  
 GV3755* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3755  ___________________________________________________________________
 GV3755  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 GV3755  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 GV3755
 GV3755  HORZ ORDER  -  THIRD
 GV3755
 GV3755.The horizontal coordinates were established by classical geodetic methods
 GV3755.and adjusted by the National Geodetic Survey in November 1994..
 GV3755
 GV3755.The orthometric height was scaled from a topographic map.
 GV3755
 GV3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3755
 GV3755.The geoid height was determined by GEOID03.
 GV3755
 GV3755;                    North         East     Units Scale Factor Converg.
 GV3755;SPC VA S     - 1,169,889.109 3,689,433.325   MT  0.99998002   +1 18 23.0
 GV3755;SPC VA S     - 3,838,211.19 12,104,415.83   sFT  0.99998002   +1 18 23.0
 GV3755;UTM  18      - 4,189,441.198   381,437.520   MT  0.99977314   -0 49 36.6
 GV3755
 GV3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3755!SPC VA S     -   1.00000561  x   0.99998002  =   0.99998563
 GV3755!UTM  18      -   1.00000561  x   0.99977314  =   0.99977874
 GV3755
 GV3755:                Primary Azimuth Mark                     Grid Az
 GV3755:SPC VA S     -  ROGUE VFC 1931                           073 10 49.1
 GV3755:UTM  18      -  ROGUE VFC 1931                           075 18 48.7
 GV3755
 GV3755|---------------------------------------------------------------------|
 GV3755| PID    Reference Object                     Distance      Geod. Az  |
 GV3755|                                                           dddmmss.s |
 GV3755| GV3793 ROGUE VFC 1931                      APPROX. 1.2 KM 0742912.1 |
 GV3755| GV3770 FLINT VFC 1931                      APPROX. 0.6 KM 3470718.8 |
 GV3755|---------------------------------------------------------------------|
 GV3755
 GV3755                          SUPERSEDED SURVEY CONTROL
 GV3755
 GV3755  NAD 83(1993)-  37 50 40.96958(N)    076 20 51.16926(W) AD(       ) 3
 GV3755  NAD 83(1986)-  37 50 40.96800(N)    076 20 51.17825(W) AD(       ) 3
 GV3755  NAD 27      -  37 50 40.50800(N)    076 20 52.36900(W) AD(       ) 3
 GV3755
 GV3755.Superseded values are not recommended for survey control.
 GV3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3755.See file dsdata.txt to determine how the superseded data were derived.
 GV3755
 GV3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8143889441(NAD 83)
 GV3755_MARKER: I = METAL ROD
 GV3755_SETTING: 0 = UNSPECIFIED SETTING
 GV3755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3755
 GV3755  HISTORY     - Date     Condition        Report By
 GV3755  HISTORY     - 1931     MONUMENTED       VACF
 GV3755  HISTORY     - 1943     GOOD             CGS
 GV3755  HISTORY     - 1955     GOOD             CGS
 GV3755  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3755  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3755
 GV3755                          STATION DESCRIPTION
 GV3755
 GV3755'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3755'ON GREAT WICOMICO RIVER, ON LOW SAND RIDGE SEPARATED FROM
 GV3755'THE HIGH LAND BY A LOW MARSH BELOW THE MOUTH OF BARRATTS
 GV3755'CREEK.  STATION IS BETWEEN THE RIVER AND A GUM TREE NEARBY,
 GV3755'EASILY RECOVERED, AND MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3755'GALVANIZED IRON PIPE SURROUNDED UNDER THE SURFACE BY A BLOCK
 GV3755'OF CONCRETE.
 GV3755
 GV3755                          STATION RECOVERY (1943)
 GV3755
 GV3755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3755'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3755'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3755
 GV3755                          STATION RECOVERY (1955)
 GV3755
 GV3755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3755'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3755'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3755'
 GV3755'STATION IS 1.0 M. INSHORE FROM THE MEAN HIGH-WATERLINE, AND
 GV3755'27.7 M. N OF A TRIANGULAR BLAZE ON A GUM TREE.
 GV3755
 GV3755                          STATION RECOVERY (1995)
 GV3755
 GV3755'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3755'MARK NOT FOUND.
 GV3755
 GV3755                          STATION RECOVERY (2002)
 GV3755
 GV3755'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4659 ***********************************************************************
 JV4659  DESIGNATION -  BERRYVILLE SPIRE
 JV4659  PID         -  JV4659
 JV4659  STATE/COUNTY-  VA/CLARKE
 JV4659  USGS QUAD   -  BERRYVILLE (1981)
 JV4659
 JV4659                         *CURRENT SURVEY CONTROL
 JV4659  ___________________________________________________________________
 JV4659* NAD 83(1993)-  39 09 09.18252(N)    077 58 48.93113(W)     ADJUSTED  
 JV4659* NAVD 88     -                                                        
 JV4659  ___________________________________________________________________
 JV4659  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 JV4659  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JV4659
 JV4659  HORZ ORDER  -  THIRD
 JV4659
 JV4659.The horizontal coordinates were established by classical geodetic methods
 JV4659.and adjusted by the National Geodetic Survey in November 1994..
 JV4659
 JV4659
 JV4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4659
 JV4659.The geoid height was determined by GEOID03.
 JV4659
 JV4659;                    North         East     Units Scale Factor Converg.
 JV4659;SPC VA N     - 2,165,063.783 3,544,925.882   MT  0.99999192   +0 19 27.8
 JV4659;SPC VA N     - 7,103,213.43 11,630,311.00   sFT  0.99999192   +0 19 27.8
 JV4659;SPC WV N     -    73,555.247   731,356.972   MT  0.99997466   +0 58 09.3
 JV4659;UTM  18      - 4,337,936.589   242,465.463   MT  1.00041673   -1 52 57.8
 JV4659;UTM  17      - 4,338,049.507   760,947.017   MT  1.00043852   +1 54 27.7
 JV4659
 JV4659                          SUPERSEDED SURVEY CONTROL
 JV4659
 JV4659  NAD 83(1993)-  39 09 09.18201(N)    077 58 48.93814(W) AD(       ) 4
 JV4659  NAD 83(1986)-  39 09 09.18790(N)    077 58 48.93524(W) AD(       ) 4
 JV4659  NAD 27      -  39 09 08.85000(N)    077 58 49.89000(W) AD(       ) 3
 JV4659
 JV4659.Superseded values are not recommended for survey control.
 JV4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4659.See file dsdata.txt to determine how the superseded data were derived.
 JV4659
 JV4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4246537937(NAD 83)
 JV4659_MARKER: 89 = SPIRE
 JV4659
 JV4659  HISTORY     - Date     Condition        Report By
 JV4659  HISTORY     - 1874     FIRST OBSERVED   CGS
 JV4659  HISTORY     - 20060225 GOOD             GEOCAC
 JV4659
 JV4659                          STATION DESCRIPTION
 JV4659
 JV4659'DESCRIBED BY GEOCACHING 2006 (APC)
 JV4659'BASED ON POSITION GIVEN BY CONSUMER-GRADE GPS RECEIVER, SPIRE IS GRACE
 JV4659'EPISCOPAL CHURCH, LOCATED ON NORTH CHURCH STREET, TWO BLOCKS NORTH OF
 JV4659'EAST MAIN STREET (BUSINESS ROUTE 7).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1680 ***********************************************************************
 FW1680  DESIGNATION -  BERTHA 1939
 FW1680  PID         -  FW1680
 FW1680  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1680  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1680
 FW1680                         *CURRENT SURVEY CONTROL
 FW1680  ___________________________________________________________________
 FW1680* NAD 83(1993)-  36 54 52.00285(N)    075 59 50.13798(W)     ADJUSTED  
 FW1680* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW1680  ___________________________________________________________________
 FW1680  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 FW1680  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 FW1680
 FW1680  HORZ ORDER  -  SECOND
 FW1680
 FW1680.The horizontal coordinates were established by classical geodetic methods
 FW1680.and adjusted by the National Geodetic Survey in September 1995..
 FW1680
 FW1680.The orthometric height was scaled from a topographic map.
 FW1680
 FW1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1680
 FW1680.The geoid height was determined by GEOID03.
 FW1680
 FW1680;                    North         East     Units Scale Factor Converg.
 FW1680;SPC VA S     - 1,067,444.526 3,722,990.996   MT  0.99997646   +1 31 08.3
 FW1680;SPC VA S     - 3,502,107.58 12,214,512.96   sFT  0.99997646   +1 31 08.3
 FW1680;UTM  18      - 4,085,845.932   411,167.101   MT  0.99969721   -0 35 56.5
 FW1680
 FW1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1680!SPC VA S     -   1.00000546  x   0.99997646  =   0.99998192
 FW1680!UTM  18      -   1.00000546  x   0.99969721  =   0.99970267
 FW1680
 FW1680                          SUPERSEDED SURVEY CONTROL
 FW1680
 FW1680  NAD 83(1986)-  36 54 52.00853(N)    075 59 50.17681(W) AD(       ) 2
 FW1680  NAD 27      -  36 54 51.47400(N)    075 59 51.42700(W) AD(       ) 2
 FW1680
 FW1680.Superseded values are not recommended for survey control.
 FW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1680.See file dsdata.txt to determine how the superseded data were derived.
 FW1680
 FW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1116785846(NAD 83)
 FW1680_MARKER: DE = TRAVERSE STATION DISK
 FW1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1680+STABILITY: SURFACE MOTION
 FW1680
 FW1680  HISTORY     - Date     Condition        Report By
 FW1680  HISTORY     - 1939     MONUMENTED       CGS
 FW1680  HISTORY     - 1944     GOOD             CGS
 FW1680
 FW1680                          STATION DESCRIPTION
 FW1680
 FW1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW1680'STATION IS MARKED WITH A STANDARD TRAVERSE-STATION DISK,
 FW1680'SET IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 8 IN. ABOVE THE
 FW1680'SURFACE OF THE GROUND.  IT IS LOCATED ON THE
 FW1680'TOP OF THE FIRST SAND RIDGE W OF U.S. HIGHWAY 60, ABOUT 165
 FW1680'M. W OF THIS HIGHWAY, AT A POINT 1.1 MI S OF CAPE HENRY
 FW1680'LIGHTHOUSE, AND NEAR THE S BOUNDARY OF THE FORT STORY
 FW1680'RESERVATION.  IT IS IN A SADDLE IN THE SAND RIDGE SE OF BATTERY
 FW1680'PENNINGTON A.
 FW1680'
 FW1680'HEIGHT OF LIGHT ABOVE STATION MARK - 1 M.
 FW1680
 FW1680                          STATION RECOVERY (1944)
 FW1680
 FW1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FW1680'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5083 ***********************************************************************
 GV5083  DESIGNATION -  BESTLAND
 GV5083  PID         -  GV5083
 GV5083  STATE/COUNTY-  VA/ESSEX
 GV5083  USGS QUAD   -  MILLERS TAVERN (1985)
 GV5083
 GV5083                         *CURRENT SURVEY CONTROL
 GV5083  ___________________________________________________________________
 GV5083* NAD 83(1993)-  37 48 25.57086(N)    076 52 57.76361(W)     ADJUSTED  
 GV5083* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 GV5083  ___________________________________________________________________
 GV5083  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 GV5083  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 GV5083
 GV5083  HORZ ORDER  -  FIRST
 GV5083
 GV5083.The horizontal coordinates were established by classical geodetic methods
 GV5083.and adjusted by the National Geodetic Survey in November 1994..
 GV5083
 GV5083.The orthometric height was scaled from a topographic map.
 GV5083
 GV5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5083
 GV5083.The geoid height was determined by GEOID03.
 GV5083
 GV5083;                    North         East     Units Scale Factor Converg.
 GV5083;SPC VA S     - 1,164,775.080 3,642,411.091   MT  0.99997477   +0 58 53.7
 GV5083;SPC VA S     - 3,821,432.91 11,950,143.72   sFT  0.99997477   +0 58 53.7
 GV5083;UTM  18      - 4,186,082.612   334,263.387   MT  0.99993833   -1 09 15.7
 GV5083
 GV5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5083!SPC VA S     -   0.99999784  x   0.99997477  =   0.99997261
 GV5083!UTM  18      -   0.99999784  x   0.99993833  =   0.99993617
 GV5083
 GV5083|---------------------------------------------------------------------|
 GV5083| PID    Reference Object                     Distance      Geod. Az  |
 GV5083|                                                           dddmmss.s |
 GV5083| DC8971 BESTLAND RM 1                        39.609 METERS 04632     |
 GV5083| DC8973 BESTLAND RM 4                        23.371 METERS 08556     |
 GV5083| DC8970 BESTLAND RM 2 AZIMUTH                              1385009.4 |
 GV5083| DC8972 BESTLAND RM 3                        61.658 METERS 20542     |
 GV5083|---------------------------------------------------------------------|
 GV5083
 GV5083                          SUPERSEDED SURVEY CONTROL
 GV5083
 GV5083  NAD 83(1986)-  37 48 25.57194(N)    076 52 57.78085(W) AD(       ) 1
 GV5083  NAD 27      -  37 48 25.06300(N)    076 52 58.90100(W) AD(       ) 1
 GV5083
 GV5083.Superseded values are not recommended for survey control.
 GV5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5083.See file dsdata.txt to determine how the superseded data were derived.
 GV5083
 GV5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3426386083(NAD 83)
 GV5083_MARKER: DS = TRIANGULATION STATION DISK
 GV5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5083_STAMPING: BESTLAND 1934
 GV5083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5083+STABILITY: SURFACE MOTION
 GV5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5083+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV5083
 GV5083  HISTORY     - Date     Condition        Report By
 GV5083  HISTORY     - 1934     MONUMENTED       CGS
 GV5083  HISTORY     - 1943     GOOD             CGS
 GV5083  HISTORY     - 1962     GOOD             CGS
 GV5083  HISTORY     - 1963     GOOD             CGS
 GV5083  HISTORY     - 19910101 GOOD             VADHT
 GV5083  HISTORY     - 19950319 GOOD             USPSQD
 GV5083  HISTORY     - 19990306 GOOD             USPSQD
 GV5083  HISTORY     - 20040313 GOOD             USPSQD
 GV5083
 GV5083                          STATION DESCRIPTION
 GV5083
 GV5083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV5083'THE STATION IS ABOUT 9 MILES S OF TAPPAHANNOCK, 11 MILES SSW
 GV5083'OF WARSAW, AND 7 MILES SE OF MILLERS TAVERN, (AIRLINE DISTANCES),
 GV5083'IN THE VILLAGE OF BESTLAND.  THIS VILLAGE CONSISTS OF A STORE
 GV5083'AND POST OFFICE IN ONE, A GARAGE, AN OLD DESERTED HOUSE, AND THE
 GV5083'OAK GROVE (COLORED) CHURCH, ALL CENTERED ABOUT A DIRT T-ROAD.
 GV5083'
 GV5083'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5083'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 GV5083'AND 11A.
 GV5083'
 GV5083'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT THE NW CORNER
 GV5083'OF THE OLD DESERTED HOUSE, 46 FEET N OF THE DIRT T-ROAD,
 GV5083'ABOUT 75 FEET E OF THE N-S ROAD, 30 FEET W OF A LARGE PINE,
 GV5083'54 FEET S OF THE SW CORNER OF THE GARAGE, AND PROJECTS ABOUT
 GV5083'2 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2, THE AZIMUTH
 GV5083'MARK, IS SE OF THE STATION, AT THE NW CORNER OF THE YARD OF A
 GV5083'RED BRICK HOUSE, 24 YARDS NW OF THE NW CORNER OF THIS HOUSE,
 GV5083'3 YARDS NW OF AN APPLE TREE, 8 YARDS S OF A CEDAR TREE,
 GV5083'PROJECTS ABOUT 2 INCHES, AND IS VISIBLE FROM THE GROUND AT THE
 GV5083'STATION WITH A LITTLE CLEARING.  REFERENCE MARK NO. 3 IS IN
 GV5083'FRONT OF THE CHURCH, SSE OF THE STATION, 5 FEET S OF THE S EDGE
 GV5083'OF THE CONCRETE STEPS, 10 FEET N OF THE S SIDE OF THE CHURCH, 40
 GV5083'FEET W OF THE ROAD, BY A BRICK PILLAR JUST N OF A SET OF WOOD
 GV5083'STEPS LEADING INTO WHAT IS EVIDENTLY AN ANTE-ROOM OF THE
 GV5083'CHURCH.  IT PROJECTS ABOUT 2 INCHES.
 GV5083'
 GV5083'TO REACH IT FROM MILLERS TAVERN, WHICH IS ON U.S. HIGHWAY 360,
 GV5083'TAKE HIGHWAY 604 E 3.0 MILES TO HOWERTON POST OFFICE, TURN
 GV5083'RIGHT ON A DIRT ROAD AND FOLLOW IT 1.8 MILES TO BESTLAND POST
 GV5083'OFFICE.  THE STATION IS HERE, 29 FEET W OF THE N-S ROAD, 76
 GV5083'FEET SW OF THE INTERSECTION OF THE TWO DIRT ROADS, 51 FEET S OF
 GV5083'THE SW CORNER OF THE STORE THAT ALSO SERVES AS A POST OFFICE,
 GV5083'143 FEET NE OF THE NE CORNER OF THE CHURCH, 38 FEET E OF THE
 GV5083'E SIDE OF A BARN, 45 FEET NE OF A LARGE OAK TREE, AND 33 FEET
 GV5083'SSE OF THE CENTER OF A WELL WITH A CONCRETE WALL AROUND
 GV5083'IT.  THE MARK IS FLUSH WITH THE GROUND.
 GV5083'
 GV5083'NO OTHER OBJECTS SUITABLE FOR AZIMUTH MARKS.
 GV5083'
 GV5083'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV5083
 GV5083                          STATION RECOVERY (1943)
 GV5083
 GV5083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV5083'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 GV5083'TO BE IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND TO BE
 GV5083'ADEQUATE AND CORRECT.
 GV5083'
 GV5083'DISTANCES TO REFERENCE MARKS WRE MEASURED AND VERIFIED WITH THE
 GV5083'EXCEPTIONS NOTED BELOW--
 GV5083
 GV5083                          STATION RECOVERY (1962)
 GV5083
 GV5083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GV5083'STATION AND ALL MARKS EXCEPT REFERENCE MARK NO. 1 WERE RECOVERED
 GV5083'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE OLD DESERTED
 GV5083'HOUSE BY REFERENCE MARK NO. 1 HAS BEEN REMOVED AND THE AREA
 GV5083'HAS BEEN USED FOR STORAGE OF GRAVEL AND STONE BY THE HIGHWAY
 GV5083'DEPARTMENT.  CONSIDERABLE CLEARING NECESSARY TO MAKE REFERENCE
 GV5083'MARK NO. 2, AZIMUTH MARK, VISIBLE FROM THE GROUND.
 GV5083
 GV5083                          STATION RECOVERY (1963)
 GV5083
 GV5083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV5083'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 GV5083'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.  A THOROUGH
 GV5083'SEARCH WAS MADE FOR REFERENCE MARK NO. 1 BUT IT WAS NOT RECOVERED
 GV5083'SO REFERENCE MARK NO. 4 WAS ESTABLISHED.  THE MARK IS 47 FEET
 GV5083'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 612,
 GV5083'46 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 GV5083'607, 20 FEET SOUTH OF A UTILITY POLE WITH TRANSFORMER AND 0.5
 GV5083'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK IS A STANDARD
 GV5083'DISK SET FLUSH IN A 10 X 10 INCH CONCRETE MONUMENT WHICH
 GV5083'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BESTLAND NO
 GV5083'4 1934.  NOTE 11A.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV5083'EXCEPT FOR THE FOLLOWING.  THE OLD DESERTED HOUSE BY
 GV5083'REFERENCE MARK NO. 1 IS GONE, THE POST OFFICE IS NO LONGER IN
 GV5083'OPERATION, AND THE DIRT ROAD IS NOW SURFACED AND IS
 GV5083'DESIGNATED STATE ROUTE 612.  SOME CLEARING IS STILL
 GV5083'NECESSARY TO MAKE REFERENCE MARK NO. 2 (AZIMUTH MARK) VISIBLE
 GV5083'FROM THE GROUND.
 GV5083'
 GV5083'1963 OBSERVATIONS TAKEN FROM A TRIPOD.
 GV5083
 GV5083                          STATION RECOVERY (1991)
 GV5083
 GV5083'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 (JLS)
 GV5083'STATION RECOVERED AS DESCRIBED IN 1963.  STATION IS NOT SUITABLE FOR
 GV5083'SATELLITE OBSERVATIONS.
 GV5083
 GV5083                          STATION RECOVERY (1995)
 GV5083
 GV5083'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5083'RECOVERED IN GOOD CONDITION.
 GV5083
 GV5083                          STATION RECOVERY (1999)
 GV5083
 GV5083'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5083'RECOVERED IN GOOD CONDITION.
 GV5083
 GV5083                          STATION RECOVERY (2004)
 GV5083
 GV5083'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5083'STATION FOUND OK RM 4 MOUMENT FOUND DISC MISSING REST OF RM NOT FOUND.
 GV5083' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4693 ***********************************************************************
 GV4693  DESIGNATION -  BETH
 GV4693  PID         -  GV4693
 GV4693  STATE/COUNTY-  VA/JAMES CITY
 GV4693  USGS QUAD   -  TOANO (1986)
 GV4693
 GV4693                         *CURRENT SURVEY CONTROL
 GV4693  ___________________________________________________________________
 GV4693* NAD 83(1993)-  37 23 14.40927(N)    076 45 56.32314(W)     ADJUSTED  
 GV4693* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 GV4693  ___________________________________________________________________
 GV4693  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV4693  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 GV4693
 GV4693  HORZ ORDER  -  SECOND
 GV4693
 GV4693.The horizontal coordinates were established by classical geodetic methods
 GV4693.and adjusted by the National Geodetic Survey in September 1995..
 GV4693
 GV4693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4693
 GV4693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4693
 GV4693.The geoid height was determined by GEOID03.
 GV4693
 GV4693;                    North         East     Units Scale Factor Converg.
 GV4693;SPC VA S     - 1,118,378.522 3,653,574.190   MT  0.99994546   +1 03 09.4
 GV4693;SPC VA S     - 3,669,213.53 11,986,767.99   sFT  0.99994546   +1 03 09.4
 GV4693;UTM  18      - 4,139,304.850   343,693.739   MT  0.99990095   -1 04 20.3
 GV4693
 GV4693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4693!SPC VA S     -   0.99999985  x   0.99994546  =   0.99994531
 GV4693!UTM  18      -   0.99999985  x   0.99990095  =   0.99990080
 GV4693
 GV4693:                Primary Azimuth Mark                     Grid Az
 GV4693:SPC VA S     -  BETH 2 AZ MK                             057 11 24.6
 GV4693:UTM  18      -  BETH 2 AZ MK                             059 18 54.3
 GV4693
 GV4693|---------------------------------------------------------------------|
 GV4693| PID    Reference Object                     Distance      Geod. Az  |
 GV4693|                                                           dddmmss.s |
 GV4693| DC8975 BETH 2 AZ MK                                       0581434.0 |
 GV4693| DC8974 BETH AZ MK                                         1382022.0 |
 GV4693| GV3518 BETH RM 1                            25.555 METERS 14552     |
 GV4693| GV3517 BETH 2                               30.475 METERS 15005     |
 GV4693| GV4479 WILLIAMSBURG EAST ST HOSP TK        APPROX.10.3 KM 1662403.4 |
 GV4693| GV0692 BETH RM 2                            28.990 METERS 26038     |
 GV4693| GV4702 TOANO STATE POLICE MICROWAVE        APPROX. 6.7 KM 2835418.4 |
 GV4693|---------------------------------------------------------------------|
 GV4693
 GV4693                          SUPERSEDED SURVEY CONTROL
 GV4693
 GV4693  NAD 83(1993)-  37 23 14.40972(N)    076 45 56.32895(W) AD(       ) 2
 GV4693  NAD 83(1986)-  37 23 14.41470(N)    076 45 56.34648(W) AD(       ) 2
 GV4693  NAD 27      -  37 23 13.89610(N)    076 45 57.50680(W) AD(       ) 2
 GV4693  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG       
 GV4693
 GV4693.Superseded values are not recommended for survey control.
 GV4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4693.See file dsdata.txt to determine how the superseded data were derived.
 GV4693
 GV4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4369439305(NAD 83)
 GV4693_MARKER: DS = TRIANGULATION STATION DISK
 GV4693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4693
 GV4693  HISTORY     - Date     Condition        Report By
 GV4693  HISTORY     - 1958     MONUMENTED       CGS
 GV4693  HISTORY     - 1961     GOOD             CGS
 GV4693  HISTORY     - 1963     GOOD             CGS
 GV4693  HISTORY     - 1974     GOOD             LOCENG
 GV4693  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GV4693  HISTORY     - 19971117 MARK NOT FOUND   USPSQD
 GV4693  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV4693
 GV4693                          STATION DESCRIPTION
 GV4693
 GV4693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4693'STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF WILLIAMSBURG,
 GV4693'2.0 MILES NORTHEAST OF TOANO AND ON THE RIGHT-OF-WAY OF STATE
 GV4693'HIGHWAY 168.
 GV4693'
 GV4693'STATION, STAMPED BETH 1958, SET FLUSH WITH THE SURFACE OF
 GV4693'THE GROUND.  IT IS 54 FEET SOUTHWEST OF THE CENTERLINE OF
 GV4693'THE WEST BOUND LANE OF STATE HIGHWAY 168, 52 FEET NORTHEAST
 GV4693'OF THE CENTERLINE OF THE EAST BOUND LANE OF STATE HIGHWAY
 GV4693'168 AND 118 FEET EAST OF A TRIANGULAR BLAZED TWIN OAK TREE.
 GV4693'
 GV4693'R.M. 1, STAMPED BETH NO 1 1958, PROJECTS ABOUT 2 INCHES.
 GV4693'IT IS 65 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 GV4693'LANE OF STATE HIGHWAY 168, 41 FEET NORTHEAST OF THE CENTERLINE
 GV4693'OF THE EAST BOUND LANE OF STATE HIGHWAY 168 AND IS ABOUT 1
 GV4693'FOOT BELOW THE ELEVATION OF THE STATION.
 GV4693'
 GV4693'R.M. 2, STAMPED BETH NO 2 1958, SET FLUSH WITH THE SURFACE
 GV4693'OF THE GROUND.  IT IS 46 FEET SOUTHEAST OF A TRIANGULAR
 GV4693'BLAZED TWIN OAK TREE, 29 FEET SOUTHWEST OF THE CENTERLINE
 GV4693'OF THE EAST BOUND LANE OF STATE HIGHWAY 168, 2 FEET
 GV4693'NORTH-NORTHWEST OF A SHEET METAL WITNESS POST AND IS ABOUT 1 FOOT
 GV4693'ABOVE THE ELEVATION OF THE STATION.
 GV4693'
 GV4693'AZIMUTH MARK, STAMPED BETH 1958, PROJECTS ABOUT 3 INCHES.
 GV4693'IT IS 52 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 GV4693'LANE OF STATE HIGHWAY 168, 54 FEET NORTHEAST OF THE CENTERLINE
 GV4693'OF THE WEST BOUND LANE OF STATE HIGHWAY 168, 2 FEET SOUTHWEST
 GV4693'OF A C AND GS SIGN, 3 FEET NORTH OF POWER POLE 1817 AND
 GV4693'37 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROUTE 606.
 GV4693'
 GV4693'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TOANO,
 GV4693'GO NORTHERLY ON U.S. HIGHWAY 60 FOR 1.6 MILES, TURN RIGHT,
 GV4693'GO EASTERLY ON STATE HIGHWAY 168Y FOR 1.0 MILE TO WHERE
 GV4693'STATE HIGHWAY 168Y BECOMES STATE HIGHWAY 168, CONTINUE EASTERLY
 GV4693'ON STATE HIGHWAY 168 FOR 2.5 MILES TO AN OPEN AREA ON THE
 GV4693'LEFT BETWEEN THE EAST AND THE WEST BOUND LANES OF STATE
 GV4693'HIGHWAY 168 AND THE STATION.
 GV4693'
 GV4693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 GV4693'HIGHWAY 168 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GV4693'
 GV4693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV4693
 GV4693                          STATION RECOVERY (1961)
 GV4693
 GV4693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4693'STATION MARK AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 GV4693'FOUND IN GOOD CONDITION.
 GV4693
 GV4693                          STATION RECOVERY (1963)
 GV4693
 GV4693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VWB)
 GV4693'ALL MARKS FOUND IN GOOD CONDITION.
 GV4693
 GV4693                          STATION RECOVERY (1974)
 GV4693
 GV4693'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JB)
 GV4693'BETH-1958 CONDITION GOOD.
 GV4693'BETH AZ MK ALSO RECOVERED IN GOOD CONDITION.
 GV4693'
 GV4693'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES NW OF
 GV4693'WILLIAMSBURG.
 GV4693
 GV4693                          STATION RECOVERY (1977)
 GV4693
 GV4693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GV4693'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GV4693'GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED THAT ALL
 GV4693'MARKS EXCEPT REFERENCE MARK NO. 1 BE RELOCATED DUE TO HIGHWAY
 GV4693'IMPROVEMENTS, SO STATION BETH 2, REFERENCE MARK NO. 3 AND A NEW
 GV4693'AZIMUTH MARK WERE ESTABLISHED.  A LONGER DISTANCE OF .04 FOOT OR
 GV4693'.013 METER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 AND A
 GV4693'LONGER DISTANCE OF .26 FOOT OR .080 METER WAS FOUND IN THE
 GV4693'DISTANCE TO REFERENCE MARK NO. 2.  THE DIRECTION TO THE MARKS WAS
 GV4693'CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL MARKS WERE LEFT IN
 GV4693'POSITION BUT WILL BE DESTROYED OR COVERED BY THE CONSTRUCTION.
 GV4693'
 GV4693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NE OF
 GV4693'TOANO.
 GV4693
 GV4693                          STATION RECOVERY (1997)
 GV4693
 GV4693'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4693'MARK NOT FOUND.
 GV4693
 GV4693                          STATION RECOVERY (2002)
 GV4693
 GV4693'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3517 ***********************************************************************
 GV3517  DESIGNATION -  BETH 2
 GV3517  PID         -  GV3517
 GV3517  STATE/COUNTY-  VA/JAMES CITY
 GV3517  USGS QUAD   -  TOANO (1986)
 GV3517
 GV3517                         *CURRENT SURVEY CONTROL
 GV3517  ___________________________________________________________________
 GV3517* NAD 83(1993)-  37 23 13.55247(N)    076 45 55.70529(W)     ADJUSTED  
 GV3517* NAVD 88     -        34.44   (+/-2cm)     113.0    (feet)  VERTCON   
 GV3517  ___________________________________________________________________
 GV3517  X           -   1,161,634.080 (meters)                     COMP
 GV3517  Y           -  -4,939,262.276 (meters)                     COMP
 GV3517  Z           -   3,851,615.097 (meters)                     COMP
 GV3517  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV3517  ELLIP HEIGHT-          -0.56  (meters)          (06/04/02) GPS OBS
 GV3517  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 GV3517
 GV3517  HORZ ORDER  -  THIRD
 GV3517  VERT ORDER  -  THIRD (See Below)
 GV3517  ELLP ORDER  -  FOURTH    CLASS II
 GV3517
 GV3517.The horizontal coordinates were established by classical geodetic methods
 GV3517.and adjusted by the National Geodetic Survey in September 1995..
 GV3517.No horizontal observational check was made to the station.
 GV3517
 GV3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3517.The vertical order pertains to the NGVD 29 superseded value.
 GV3517
 GV3517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV3517
 GV3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3517
 GV3517.The ellipsoidal height was determined by GPS observations
 GV3517.and is referenced to NAD 83.
 GV3517
 GV3517.The geoid height was determined by GEOID03.
 GV3517
 GV3517;                    North         East     Units Scale Factor Converg.
 GV3517;SPC VA S     - 1,118,352.393 3,653,589.870   MT  0.99994546   +1 03 09.8
 GV3517;SPC VA S     - 3,669,127.81 11,986,819.43   sFT  0.99994546   +1 03 09.8
 GV3517;UTM  18      - 4,139,278.158   343,708.439   MT  0.99990090   -1 04 19.9
 GV3517
 GV3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3517!SPC VA S     -   1.00000009  x   0.99994546  =   0.99994555
 GV3517!UTM  18      -   1.00000009  x   0.99990090  =   0.99990099
 GV3517
 GV3517:                Primary Azimuth Mark                     Grid Az
 GV3517:SPC VA S     -  BETH 2 AZ MK                             053 46 17.0
 GV3517:UTM  18      -  BETH 2 AZ MK                             055 53 46.7
 GV3517
 GV3517|---------------------------------------------------------------------|
 GV3517| PID    Reference Object                     Distance      Geod. Az  |
 GV3517|                                                           dddmmss.s |
 GV3517| DC8975 BETH 2 AZ MK                                       0544926.8 |
 GV3517| GV3519 BETH 2 RM 3                          10.485 METERS 14848     |
 GV3517| GV6117 305 RM 3 AZ MK                      APPROX. 0.6 KM 1861211.3 |
 GV3517| GV4693 BETH                                 30.475 METERS 33005     |
 GV3517| GV3518 BETH RM 1                             5.327 METERS 35045     |
 GV3517|---------------------------------------------------------------------|
 GV3517
 GV3517                          SUPERSEDED SURVEY CONTROL
 GV3517
 GV3517  ELLIP H (09/08/95)   -0.32   (m)                       GP(       ) 4 2
 GV3517  NAD 83(1993)-  37 23 13.55324(N)    076 45 55.71134(W) AD(       ) 3
 GV3517  ELLIP H (11/14/94)   -0.50   (m)                       GP(       ) 4 2
 GV3517  NAD 83(1986)-  37 23 13.55824(N)    076 45 55.72887(W) AD(       ) 3
 GV3517  NAD 27      -  37 23 13.03963(N)    076 45 56.88918(W) AD(       ) 3
 GV3517  NGVD 29 (??/??/??)   34.76   (m)          114.0    (f) RESET       3  
 GV3517
 GV3517.Superseded values are not recommended for survey control.
 GV3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3517.See file dsdata.txt to determine how the superseded data were derived.
 GV3517
 GV3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4370839278(NAD 83)
 GV3517_MARKER: DS = TRIANGULATION STATION DISK
 GV3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3517_SP_SET: CONCRETE POST
 GV3517_STAMPING: BETH 2 1977
 GV3517_MARK LOGO: NGS   
 GV3517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV3517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3517+STABILITY: SURFACE MOTION
 GV3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3517+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV3517
 GV3517  HISTORY     - Date     Condition        Report By
 GV3517  HISTORY     - 1977     MONUMENTED       NGS
 GV3517  HISTORY     - 1977     GOOD             NGS
 GV3517  HISTORY     - 19881030 GOOD             BSC
 GV3517  HISTORY     - 19900628 GOOD             MSI
 GV3517  HISTORY     - 19971117 MARK NOT FOUND   USPSQD
 GV3517  HISTORY     - 20021217 GOOD             USPSQD
 GV3517
 GV3517                          STATION DESCRIPTION
 GV3517
 GV3517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GV3517'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF WILLIAMSBURG AND 2
 GV3517'MILES NORTHEAST OF TOANO IN TRIANGLE FORMED BY THE INTERSECTION OF
 GV3517'INTERSTATE HIGHWAY 64 AND SECONDARY STATE HIGHWAY 607.  STATION IS
 GV3517'75 FEET SOUTHWEST OF THE CENTERLINE OF EAST BOUND LANES OF
 GV3517'INTERSTATE HIGHWAY 64, 31 FEET EAST OF THE CENTERLINE OF OFF RAMP
 GV3517'AND 1.5 FEET SOUTH OF STEEL WITNESS POST WITH METAL SIGN.  MARK
 GV3517'IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 GV3517'ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS
 GV3517'STAMPED BETH 2 1977.
 GV3517'
 GV3517'TO REACH FROM THE POST OFFICE IN TOANO GO NORTHERLY ON U.S.
 GV3517'HIGHWAY 60 FOR 1.6 MILES.  TURN RIGHT AND GO EASTERLY ON STATE
 GV3517'HIGHWAY 168Y FOR 1.2 MILES TO INTERSTATE HIGHWAY 64.  TURN RIGHT
 GV3517'ON INTERSTATE HIGHWAY 64 FOR 1.5 MILES TO OFF RAMP LEADING TO
 GV3517'SECONDARY STATE HIGHWAY 607 AND STATION ON RIGHT AS DESCRIBED.
 GV3517'
 GV3517'REFERENCE MARK NO. 1 IS 65 FEET SOUTHWEST OF THE CENTERLINE OF
 GV3517'EAST BOUND LANES OF INTERSTATE HIGHWAY 64 AND 39 FEET EAST OF THE
 GV3517'CENTERLINE OF OFF RAMP.  MARK IS A STANDARD DISK SET FLUSH IN THE
 GV3517'TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT SQUARE, FLUSH WITH THE
 GV3517'GROUND AND THE DISK IS STAMPED BETH NO 1 1958.  ARROW ON DISK
 GV3517'POINTS TOWARD OLD STATION AND NOT TOWARD BETH 2.
 GV3517'
 GV3517'REFERENCE MARK NO. 3 IS 81 FEET SOUTHWEST OF THE CENTERLINE OF
 GV3517'EAST BOUND LANES OF INTERSTATE HIGHWAY 64 AND 25 FEET EAST OF THE
 GV3517'CENTERLINE OF OFF RAMP.  MARK IS A STANDARD DISK SET FLUSH IN THE
 GV3517'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH
 GV3517'THE GROUND AND THE DISK IS STAMPED BETH 2 NO 3 1977.
 GV3517'
 GV3517'AZIMUTH MARK IS 39 FEET NORTHWEST OF UTILITY POLE NUMBER 46, 32
 GV3517'FEET SOUTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 609,
 GV3517'18 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 625,
 GV3517'7 FEET SOUTHEAST OF HIGHWAY SIGNPOST AND 1.0 FOOT SOUTH OF STEEL
 GV3517'WITNESS POST WITH METAL SIGN.  MARK IS A STANDARD DISK SET FLUSH
 GV3517'IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 GV3517'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BETH 2 1977.
 GV3517'
 GV3517'TO REACH FROM STATION CONTINUE SOUTHERLY ON OFF RAMP FOR 0.15 MILE
 GV3517'TO SECONDARY STATE HIGHWAY 607.  TURN LEFT AND GO NORTHEASTERLY FOR
 GV3517'0.25 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWESTERLY ON
 GV3517'SECONDARY STATE HIGHWAY 625 FOR 0.15 MILE TO T INTERSECTION AND
 GV3517'MARK ON RIGHT AS DESCRIBED.
 GV3517'
 GV3517'NEAREST TOWN--TOANO.
 GV3517
 GV3517                          STATION RECOVERY (1977)
 GV3517
 GV3517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GV3517'1.6 MI NORTH FROM TOANO.
 GV3517'1.6 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT TOANO,
 GV3517'THENCE EASTERLY ON STATE HIGHWAY 168Y 1.2 MILES TO INTERSTATE 64,
 GV3517'THENCE RIGHT ON INTERSTATE 64 1.5 MILES TO AN OFF RAMP LEADING TO
 GV3517'SECONDSRY STATE HIGHWAY 607, 75 FEET SOUTH WEST OF CENTERLINE OF
 GV3517'EAST BOUND LANES OF INTERSTATE HIGHWAY 64, 31 FEET EAST OF THE
 GV3517'THE CENTERLINE OF OFF RAMP.
 GV3517
 GV3517                          STATION RECOVERY (1988)
 GV3517
 GV3517'RECOVERY NOTE BY THE BSC GROUP, INCORPORATED 1988
 GV3517'RECOVERED IN GOOD CONDITION.
 GV3517
 GV3517                          STATION RECOVERY (1990)
 GV3517
 GV3517'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV3517'RECOVERED IN GOOD CONDITION.
 GV3517
 GV3517                          STATION RECOVERY (1997)
 GV3517
 GV3517'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3517'MARK NOT FOUND.
 GV3517
 GV3517                          STATION RECOVERY (2002)
 GV3517
 GV3517'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3517'STATION FOUND IN GOOD CONDITION. RM 1, RM 3 AND AZIMUTH NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3519 ***********************************************************************
 GV3519  DESIGNATION -  BETH 2 RM 3
 GV3519  PID         -  GV3519
 GV3519  STATE/COUNTY-  VA/JAMES CITY
 GV3519  USGS QUAD   -  TOANO (1986)
 GV3519
 GV3519                         *CURRENT SURVEY CONTROL
 GV3519  ___________________________________________________________________
 GV3519* NAD 83(1986)-  37 23 14.     (N)    076 45 56.     (W)     SCALED    
 GV3519* NAVD 88     -        34.32   (+/-2cm)     112.6    (feet)  VERTCON   
 GV3519  ___________________________________________________________________
 GV3519  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 GV3519
 GV3519  VERT ORDER  -  THIRD (See Below)
 GV3519
 GV3519.The horizontal coordinates were scaled from a topographic map and have
 GV3519.an estimated accuracy of +/- 6 seconds.
 GV3519
 GV3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3519.The vertical order pertains to the NGVD 29 superseded value.
 GV3519
 GV3519.The geoid height was determined by GEOID03.
 GV3519
 GV3519;                    North         East    Units  Estimated Accuracy
 GV3519;SPC VA S     - 1,118,370.    3,653,580.      MT  (+/- 180 meters Scaled)
 GV3519
 GV3519                          SUPERSEDED SURVEY CONTROL
 GV3519
 GV3519  NGVD 29 (??/??/??)   34.64   (m)          113.6    (f) RESET       3  
 GV3519
 GV3519.Superseded values are not recommended for survey control.
 GV3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3519.See file dsdata.txt to determine how the superseded data were derived.
 GV3519
 GV3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG437392(NAD 83)
 GV3519_MARKER: DR = REFERENCE MARK DISK
 GV3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3519_STAMPING: BETH 2 NO 3 1977
 GV3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3519+STABILITY: SURFACE MOTION
 GV3519
 GV3519  HISTORY     - Date     Condition        Report By
 GV3519  HISTORY     - 1977     MONUMENTED       NGS
 GV3519  HISTORY     - 19971117 MARK NOT FOUND   USPSQD
 GV3519  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV3519
 GV3519                          STATION DESCRIPTION
 GV3519
 GV3519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GV3519'1.6 MI NORTH FROM TOANO.
 GV3519'1.6 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV3519'TOANO, THENCE EASTERLY ON STATE HIGHWAY 168Y 1.2 MILES TO INTER-
 GV3519'STATE HIGHWAY 64, THENCE RIGHT ON INTERSTATE 64, 1.5 MILES TO AN
 GV3519'OFF RAMP LEADING TO SECONDARY STATE HIGHWAY 607, 81 FEET SOUTH-
 GV3519'WEST OF THE CENTERLINE OF EAST BOUND LANES OF INTERSTATE HIGH-
 GV3519'WAY 64 AND 25 FEET EAST OF CENTERLINE OF OFF RAMP.
 GV3519
 GV3519                          STATION RECOVERY (1997)
 GV3519
 GV3519'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3519'MARK NOT FOUND.
 GV3519
 GV3519                          STATION RECOVERY (2002)
 GV3519
 GV3519'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6042 ***********************************************************************
 GV6042  DESIGNATION -  BETH GPS
 GV6042  PID         -  GV6042
 GV6042  STATE/COUNTY-  VA/HENRICO
 GV6042  USGS QUAD   -  DUTCH GAP (1994)
 GV6042
 GV6042                         *CURRENT SURVEY CONTROL
 GV6042  ___________________________________________________________________
 GV6042* NAD 83(1993)-  37 25 14.80517(N)    077 20 38.27469(W)     ADJUSTED  
 GV6042* NAVD 88     -        41.8    (meters)     137.     (feet)  VERTCON   
 GV6042  ___________________________________________________________________
 GV6042  X           -   1,111,210.149 (meters)                     COMP
 GV6042  Y           -  -4,948,530.448 (meters)                     COMP
 GV6042  Z           -   3,854,590.112 (meters)                     COMP
 GV6042  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 GV6042  ELLIP HEIGHT-           8.57  (meters)          (09/08/95) GPS OBS
 GV6042  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GV6042
 GV6042  HORZ ORDER  -  SECOND
 GV6042  ELLP ORDER  -  FOURTH    CLASS II
 GV6042
 GV6042.The horizontal coordinates were established by GPS observations
 GV6042.and adjusted by the National Geodetic Survey in September 1995..
 GV6042
 GV6042.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6042
 GV6042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6042
 GV6042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6042
 GV6042.The ellipsoidal height was determined by GPS observations
 GV6042.and is referenced to NAD 83.
 GV6042
 GV6042.The geoid height was determined by GEOID03.
 GV6042
 GV6042;                    North         East     Units Scale Factor Converg.
 GV6042;SPC VA S     - 1,121,305.795 3,602,322.689   MT  0.99994583   +0 42 05.9
 GV6042;SPC VA S     - 3,678,817.43 11,818,620.36   sFT  0.99994583   +0 42 05.9
 GV6042;UTM  18      - 4,144,131.399   292,582.786   MT  1.00012997   -1 25 29.5
 GV6042
 GV6042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6042!SPC VA S     -   0.99999866  x   0.99994583  =   0.99994449
 GV6042!UTM  18      -   0.99999866  x   1.00012997  =   1.00012862
 GV6042
 GV6042                          SUPERSEDED SURVEY CONTROL
 GV6042
 GV6042  NAD 83(1993)-  37 25 14.80528(N)    077 20 38.27539(W) AD(       ) 2
 GV6042  ELLIP H (11/14/94)    8.59   (m)                       GP(       ) 4 2
 GV6042  NAD 83(1986)-  37 25 14.81046(N)    077 20 38.29421(W) AD(       ) 2
 GV6042  NGVD 29 (02/28/92)   42.1    (m)          138.     (f) GPS OBS        
 GV6042
 GV6042.Superseded values are not recommended for survey control.
 GV6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6042.See file dsdata.txt to determine how the superseded data were derived.
 GV6042
 GV6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9258344131(NAD 83)
 GV6042_MARKER: A = ALUMINUM MARKER
 GV6042_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV6042_SP_SET: IRREGULAR CONCRETE MASS
 GV6042_STAMPING: BETH GPS 1990
 GV6042_MARK LOGO: NOS   
 GV6042_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 GV6042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6042+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV6042
 GV6042  HISTORY     - Date     Condition        Report By
 GV6042  HISTORY     - 1990     MONUMENTED       NOS
 GV6042  HISTORY     - 19961203 GOOD             USPSQD
 GV6042  HISTORY     - 20001208 GOOD             USPSQD
 GV6042  HISTORY     - 20020122 GOOD             USE
 GV6042  HISTORY     - 20031113 GOOD             VADOT
 GV6042  HISTORY     - 20050212 GOOD             USPSQD
 GV6042
 GV6042                          STATION DESCRIPTION
 GV6042
 GV6042'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 GV6042'THE STATION IS LOCATED AT THE END OF A CURVE EMBANKMENT SE OF
 GV6042'RICHMOND, APPROXIMATELY 1.7 MILES SOUTH OF VARINA GROVE AND 2.5 MILES
 GV6042'NORTH OF DUTCH GAP NEAR THE JAMES RIVER.
 GV6042'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 5 (NEW MARKET
 GV6042'ROAD) AND I-295, GO SOUTH ON I-295 FOR APPROXIMATELY 1.2 MILES TO THE
 GV6042'STATION ON THE RIGHT.
 GV6042'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---BETH GPS
 GV6042'1990---, WHICH IS CRIMPED TO THE TOP OF AN ALUMINUM ROD AND SURROUNDED
 GV6042'BY A MASS OF CONCRETE.  IT IS FLUSH WITH THE GROUND AND IS 5 FEET EAST
 GV6042'OF A BARBED WIRE FENCE AND WITNESS POST AND APPROXIMATELY 200 FEET
 GV6042'WEST OF THE PAVEMENT EDGE SOUTH OF I-295.
 GV6042
 GV6042                          STATION RECOVERY (1996)
 GV6042
 GV6042'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV6042'RECOVERED IN GOOD CONDITION.
 GV6042
 GV6042                          STATION RECOVERY (2000)
 GV6042
 GV6042'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV6042'RECOVERED IN GOOD CONDITION.
 GV6042
 GV6042                          STATION RECOVERY (2002)
 GV6042
 GV6042'RECOVERY NOTE BY US ENGINEERS 2002 (RWS)
 GV6042'RECOVERED IN GOOD CONDITION.
 GV6042
 GV6042                          STATION RECOVERY (2003)
 GV6042
 GV6042'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA)
 GV6042'RECOVERED IN GOOD CONDITION.
 GV6042
 GV6042                          STATION RECOVERY (2005)
 GV6042
 GV6042'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV6042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3518 ***********************************************************************
 GV3518  DESIGNATION -  BETH RM 1
 GV3518  PID         -  GV3518
 GV3518  STATE/COUNTY-  VA/JAMES CITY
 GV3518  USGS QUAD   -  TOANO (1986)
 GV3518
 GV3518                         *CURRENT SURVEY CONTROL
 GV3518  ___________________________________________________________________
 GV3518* NAD 83(1986)-  37 23 14.     (N)    076 45 56.     (W)     SCALED    
 GV3518* NAVD 88     -        34.48   (+/-2cm)     113.1    (feet)  VERTCON   
 GV3518  ___________________________________________________________________
 GV3518  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 GV3518
 GV3518  VERT ORDER  -  THIRD (See Below)
 GV3518
 GV3518.The horizontal coordinates were scaled from a topographic map and have
 GV3518.an estimated accuracy of +/- 6 seconds.
 GV3518
 GV3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3518.The vertical order pertains to the NGVD 29 superseded value.
 GV3518
 GV3518.The geoid height was determined by GEOID03.
 GV3518
 GV3518;                    North         East    Units  Estimated Accuracy
 GV3518;SPC VA S     - 1,118,370.    3,653,580.      MT  (+/- 180 meters Scaled)
 GV3518
 GV3518                          SUPERSEDED SURVEY CONTROL
 GV3518
 GV3518  NGVD 29 (??/??/??)   34.80   (m)          114.2    (f) RESET       3  
 GV3518
 GV3518.Superseded values are not recommended for survey control.
 GV3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3518.See file dsdata.txt to determine how the superseded data were derived.
 GV3518
 GV3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG437392(NAD 83)
 GV3518_MARKER: DR = REFERENCE MARK DISK
 GV3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3518_STAMPING: BETH NO 1 1958
 GV3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3518+STABILITY: SURFACE MOTION
 GV3518
 GV3518  HISTORY     - Date     Condition        Report By
 GV3518  HISTORY     - 1958     MONUMENTED       CGS
 GV3518  HISTORY     - 19971117 MARK NOT FOUND   USPSQD
 GV3518  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV3518
 GV3518                          STATION DESCRIPTION
 GV3518
 GV3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV3518'1.6 MI NORTH FROM TOANO.
 GV3518'1.6 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV3518'TOANO, THENCE EASTERLY ON STATE HIGHWAY 168Y 1.2 MILES TO INTER-
 GV3518'STATE HIGHWAY 64, THENCE RIGHT ON INTERSTATE 64 1.5 MILES TO AN OFF
 GV3518'RAMP LEADING TO SECONDARY STATE HIGHWAY 607, 65 FEET SOUTHWEST OF
 GV3518'CENTERLINE OF EAST BOUND LANES OF INTERSTATE HIGHWAY AND 39 FEET
 GV3518'EAST OF CENTERLINE OF OFF RAMP. SQUARE CONCRETE MONUMENT.
 GV3518
 GV3518                          STATION RECOVERY (1997)
 GV3518
 GV3518'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3518'MARK NOT FOUND.
 GV3518
 GV3518                          STATION RECOVERY (2002)
 GV3518
 GV3518'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0692 ***********************************************************************
 GV0692  DESIGNATION -  BETH RM 2
 GV0692  PID         -  GV0692
 GV0692  STATE/COUNTY-  VA/JAMES CITY
 GV0692  USGS QUAD   -  TOANO (1986)
 GV0692
 GV0692                         *CURRENT SURVEY CONTROL
 GV0692  ___________________________________________________________________
 GV0692* NAD 83(1986)-  37 23 14.     (N)    076 45 56.     (W)     SCALED    
 GV0692* NAVD 88     -        34.918  (meters)     114.56   (feet)  ADJUSTED  
 GV0692  ___________________________________________________________________
 GV0692  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 GV0692  DYNAMIC HT  -          34.894 (meters)     114.48  (feet)  COMP
 GV0692  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 GV0692
 GV0692  VERT ORDER  -  SECOND    CLASS 0
 GV0692
 GV0692.The horizontal coordinates were scaled from a topographic map and have
 GV0692.an estimated accuracy of +/- 6 seconds.
 GV0692
 GV0692.The orthometric height was determined by differential leveling
 GV0692.and adjusted by the National Geodetic Survey in June 1991..
 GV0692
 GV0692.The geoid height was determined by GEOID03.
 GV0692
 GV0692.The dynamic height is computed by dividing the NAVD 88
 GV0692.geopotential number by the normal gravity value computed on the
 GV0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0692.degrees latitude (g = 980.6199 gals.).
 GV0692
 GV0692.The modeled gravity was interpolated from observed gravity values.
 GV0692
 GV0692;                    North         East    Units  Estimated Accuracy
 GV0692;SPC VA S     - 1,118,370.    3,653,580.      MT  (+/- 180 meters Scaled)
 GV0692
 GV0692                          SUPERSEDED SURVEY CONTROL
 GV0692
 GV0692  NGVD 29 (??/??/??)   35.256  (m)          115.67   (f) ADJUSTED    2 0
 GV0692
 GV0692.Superseded values are not recommended for survey control.
 GV0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0692.See file dsdata.txt to determine how the superseded data were derived.
 GV0692
 GV0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG437392(NAD 83)
 GV0692_MARKER: DR = REFERENCE MARK DISK
 GV0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0692_STAMPING: BETH NO 2 1958
 GV0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0692+STABILITY: SURFACE MOTION
 GV0692
 GV0692  HISTORY     - Date     Condition        Report By
 GV0692  HISTORY     - 1958     MONUMENTED       CGS
 GV0692  HISTORY     - 19971117 MARK NOT FOUND   USPSQD
 GV0692  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0692
 GV0692                          STATION DESCRIPTION
 GV0692
 GV0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0692'7.6 MI SE FROM LANEXA.
 GV0692'5.0 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0692'OFFICE, THENCE SOUTHEAST ON STATE HIGHWAY 168 FOR 2.6 MILES.
 GV0692'THE MARK IS 79 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE THAT IS
 GV0692'IN THE STRIP BETWEEN THE TWO LANES OF STATE HIGHWAY 168, 44 FEET
 GV0692'EAST SOUTHEAST OF A DOUBLE 12 INCH OAK TREE, 28 FEET SOUTHWEST
 GV0692'OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY AND 2
 GV0692'FEET NORTHWEST OF A METAL WITNESS POST.  SET IN A TEN INCH SQUARE
 GV0692'CONCRETE POST PROJECTING 4 INCHES.
 GV0692
 GV0692                          STATION RECOVERY (1997)
 GV0692
 GV0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0692'MARK NOT FOUND.
 GV0692
 GV0692                          STATION RECOVERY (2002)
 GV0692
 GV0692'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2517 ***********************************************************************
 FY2517  DESIGNATION -  BETHANY
 FY2517  PID         -  FY2517
 FY2517  STATE/COUNTY-  VA/MECKLENBURG
 FY2517  USGS QUAD   -  BASKERVILLE (1981)
 FY2517
 FY2517                         *CURRENT SURVEY CONTROL
 FY2517  ___________________________________________________________________
 FY2517* NAD 83(1993)-  36 39 40.43968(N)    078 15 47.71186(W)     ADJUSTED  
 FY2517* NAVD 88     -       110.62   (+/-2cm)     362.9    (feet)  VERTCON   
 FY2517  ___________________________________________________________________
 FY2517  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 FY2517  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 FY2517
 FY2517  HORZ ORDER  -  FIRST
 FY2517  VERT ORDER  -  THIRD ? (See Below)
 FY2517
 FY2517.The horizontal coordinates were established by classical geodetic methods
 FY2517.and adjusted by the National Geodetic Survey in September 1995..
 FY2517
 FY2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2517.The vertical order pertains to the NGVD 29 superseded value.
 FY2517
 FY2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2517
 FY2517.The geoid height was determined by GEOID03.
 FY2517
 FY2517;                    North         East     Units Scale Factor Converg.
 FY2517;SPC VA S     - 1,036,415.244 3,521,166.757   MT  1.00002081   +0 08 37.3
 FY2517;SPC VA S     - 3,400,305.68 11,552,361.27   sFT  1.00002081   +0 08 37.3
 FY2517;SPC NC       -   323,223.097   675,481.024   MT  1.00017566   +0 25 30.8
 FY2517;SPC NC       - 1,060,441.11  2,216,140.66   sFT  1.00017566   +0 25 30.8
 FY2517;UTM  17      - 4,060,782.560   744,607.895   MT  1.00033721   +1 38 05.5
 FY2517
 FY2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2517!SPC VA S     -   0.99998774  x   1.00002081  =   1.00000855
 FY2517!SPC NC       -   0.99998774  x   1.00017566  =   1.00016340
 FY2517!UTM  17      -   0.99998774  x   1.00033721  =   1.00032495
 FY2517
 FY2517|---------------------------------------------------------------------|
 FY2517| PID    Reference Object                     Distance      Geod. Az  |
 FY2517|                                                           dddmmss.s |
 FY2517| FY0101 BETHANY RM 5                         40.535 METERS 04429     |
 FY2517| FY2515 SOUTH HILL MUNICIPAL TANK           APPROX.13.5 KM 0585221.7 |
 FY2517| FY0102 BETHANY RM 4                         16.883 METERS 15846     |
 FY2517| DC5131 BETHANY RM 1 AZIMUTH                               1941013.6 |
 FY2517| DC5132 BETHANY RM 2                         37.292 METERS 20510     |
 FY2517| FY2521 BOYDTON MUNICIPAL TANK              APPROX.11.3 KM 2735259.4 |
 FY2517| DC5133 BETHANY RM 3                         39.990 METERS 29647     |
 FY2517|---------------------------------------------------------------------|
 FY2517
 FY2517                          SUPERSEDED SURVEY CONTROL
 FY2517
 FY2517  NAD 83(1986)-  36 39 40.43662(N)    078 15 47.72147(W) AD(       ) 1
 FY2517  NAD 27      -  36 39 39.93773(N)    078 15 48.73363(W) AD(       ) 1
 FY2517  NGVD 29 (07/19/86)  110.92   (m)          363.9    (f) LEVELING    3  
 FY2517
 FY2517.Superseded values are not recommended for survey control.
 FY2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2517.See file dsdata.txt to determine how the superseded data were derived.
 FY2517
 FY2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4460860783(NAD 83)
 FY2517_MARKER: DS = TRIANGULATION STATION DISK
 FY2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2517
 FY2517  HISTORY     - Date     Condition        Report By
 FY2517  HISTORY     - 1933     MONUMENTED       CGS
 FY2517  HISTORY     - 1958     GOOD             CGS
 FY2517  HISTORY     - 1961     GOOD             CGS
 FY2517  HISTORY     - 1966     GOOD             CGS
 FY2517  HISTORY     - 1990     GOOD             VADHT
 FY2517  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY2517
 FY2517                          STATION DESCRIPTION
 FY2517
 FY2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY2517'IN YARD OF BETHANY BAPTIST CHURCH, 8-3/4 MILES WEST-SOUTHWEST
 FY2517'OF SOUTH HILL, 7 MILES EAST OF BOYDTON, AND 8 MILES NORTH
 FY2517'OF VIRGINIA-NORTH CAROLINA STATE LINE.  TO REACH FROM RAILROAD
 FY2517'CROSSING AT SOUTH HILL, GO SOUTH 6.2 MILES ON UNITED STATES
 FY2517'ROUTE 1, TURN RIGHT ONTO ROUTE 58, CONTINUE 2.6 MILES, TURN
 FY2517'LEFT ONTO DIRT CROSSROAD AT AMERICAN AND SHELL GAS STATIONS
 FY2517'(THIS POINT IS 7.8 MILES EAST ALONG ROUTE 58 FROM BOYDTON), AND
 FY2517'PROCEED SOUTH 0.7 MILE TO T-ROAD INTERSECTION WITH BETHANY
 FY2517'BAPTIST CHURCH IN SOUTHWEST ANGLE.  STATION IS 23 FEET EAST
 FY2517'OF NORTHEAST FENCE CORNER OF CULTIVATED FIELD ON SOUTH SIDE
 FY2517'OF CHURCH, 73 FEET WEST OF CENTER LINE OF ROAD, AND 177
 FY2517'FEET SOUTH OF ENTRANCE TO CHURCH.  SURFACE AND UNDERGROUND
 FY2517'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FY2517'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FY2517'CONCRETE.   NO. 1 IS 35 FEET EAST OF CENTER
 FY2517'LINE OF ROAD, 6 FEET SOUTH OF DRIVEWAY TO HOUSE ON EAST
 FY2517'SIDE OF ROAD, 100 FEET WEST OF SOUTHWEST CORNER OF
 FY2517'HOUSE, IN SOUTH EDGE OF GRASS PLOT IN FRONT OF HOUSE,
 FY2517'AND APPROXIMATELY 0.3 MILE FROM STATION S 14 DEG 10 MIN W.
 FY2517'NO. 2 IS 2 FEET EAST OF FENCE LINE,
 FY2517'45 FEET WEST OF CENTER LINE OF DIRT ROAD, AND 122.35 FEET
 FY2517'FROM STATION S 25 DEG 10 MIN W.  NO. 3 IS 2 FEET
 FY2517'SOUTH OF FENCE LINE, 108 FEET WEST OF FENCE CORNER, AND
 FY2517'131.20 FEET FROM STATION N 63 DEG 12 MIN W.
 FY2517
 FY2517                          STATION RECOVERY (1958)
 FY2517
 FY2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FY2517'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FY2517'THE STATION MARK IS 59 FEET NORTH-NORTHWEST OF THE EAST END
 FY2517'OF A FENCE ALONG THE SOUTH SIDE OF THE CHURCH GROUNDS, 20
 FY2517'FEET EAST OF THE SOUTHEAST CORNER PARSONAGE, AND 26 FEET
 FY2517'WEST-SOUTHWEST OF AN 18-INCH OAK TREE.  THE GROUND HAS BEEN
 FY2517'LEVELED AND SEEDED TO LAWN GRASS.  THE STATION MARK IS ABOUT
 FY2517'2 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO.
 FY2517'2 IS IN A CULTIVATED.  IT PROJECTS ABOUT 12 INCHES ABOVE
 FY2517'THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 3 IS 3 FEET
 FY2517'NORTH OF A STEEL PICKET FENCE AND 28 PACES WEST OF THE
 FY2517'SOUTHWEST CORNER OF THE PARSONAGE.  IT IS NOT V.G. DUE TO THE
 FY2517'PARSONAGE.  REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 0.25
 FY2517'MILE SOUTH OF THE STATION ON THE EAST SIDE OF THE
 FY2517'NORTH-SOUTH ROAD, 13 PACES EAST OF THE CENTER LINE OF
 FY2517'THE NORTH-SOUTH ROAD AND 3 PACES NORTH OF THE CENTER LINE
 FY2517'OF A DRIVE WAY.
 FY2517
 FY2517                          STATION RECOVERY (1961)
 FY2517
 FY2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FY2517'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED
 FY2517'AND FOUND IN GOOD CONDITION.  A NEW CHURCH HAS BEEN BUILT
 FY2517'AND A PARSONAGE ADDED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FY2517'
 FY2517'STATION IS LOCATED IN THE FRONT YARD OF THE PARSONAGE OF
 FY2517'THE BETHANY BAPTIST CHURCH.  ABOUT 8.5 MILES SOUTHWEST OF
 FY2517'SOUTH HILL, VIRGINIA.  7 MILES EAST OF BOYDTON, ABOUT 8
 FY2517'MILES NORTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE, AND
 FY2517'ON THE WEST SIDE OF A NORTH-SOUTH PAVED ROAD.  IT IS 73 FEET
 FY2517'WEST OF THE CENTER LINE OF THE ROAD, 65.3 FEET SOUTH OF THE
 FY2517'EXTREME NORTHEAST CORNER OF THE PARSONAGE, 20.2 FEET EAST
 FY2517'OF THE SOUTHEAST CORNER OF THE PARSONAGE, 30 FEET NORTH
 FY2517'OF A FENCE LINE, AND 27 FEET SOUTHWEST OF AN 18 INCH OAK
 FY2517'TREE.  THE MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND
 FY2517'AND THE DISK IS STAMPED BETHANY 1933.
 FY2517'
 FY2517'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.3 MILE SOUTH OF
 FY2517'THE STATION, ON THE EAST SIDE OF THE PAVED ROAD AND IN THE
 FY2517'FRONT YARD OF A FARM HOUSE.  IT IS 35 FEET EAST OF THE CENTER
 FY2517'LINE OF THE ROAD, 8 FEET NORTH OF THE CENTER OF THE DRIVE
 FY2517'TO THE HOUSE AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 FY2517'3 INCHES AND THE DISK IS STAMPED BETHANY NO 1 1933.
 FY2517'
 FY2517'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  IT IS 92.5
 FY2517'FEET SOUTH OF THE EAST-WEST FENCE LINE, 31 FEET WEST OF THE
 FY2517'NORTH-SOUTH FENCE LINE, AND 45 FEET WEST OF THE CENTER LINE
 FY2517'OF THE ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FY2517'STAMPED BETHANY NO 2 1933.
 FY2517'
 FY2517'REFERENCE MARK NO. 3 IS WEST OF THE STATION AND IS OBSTRUCTED
 FY2517'BY THE PARSONAGE.  IT IS 107.5 FEET SOUTHWEST OF THE NORTHWEST
 FY2517'CORNER OF THE PARSONAGE, 83 FEET WEST OF THE SOUTHWEST CORNER
 FY2517'OF THE PARSONAGE, 30 FEET WEST OF A FENCE CORNER, AND 3.5
 FY2517'FEET NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 FY2517'DISK IS STAMPED BETHANY NO 3 1933.
 FY2517'
 FY2517'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1
 FY2517'AND 58, WHICH IS LOCATED 6 MILES SOUTH OF SOUTH HILL, GO
 FY2517'WEST ALONG U.S. HIGHWAY 58 FOR 2.6 MILES TO CROSS ROAD, TURN
 FY2517'LEFT AND GO SOUTH ALONG BLACK TOP ROAD FOR 0.7 MILE TO CHURCH
 FY2517'AND PARSONAGE ON RIGHT AND STATION AS DESCRIBED.
 FY2517
 FY2517                          STATION RECOVERY (1966)
 FY2517
 FY2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY2517'THE STATION MARK AND REFERENCE MARKS NO. 1, NO. 2 AND NO. 3
 FY2517'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 2
 FY2517'AND NO. 3 WERE DESTROYED AT THIS TIME DUE TO NO. 2 BEING
 FY2517'IN A CULTIVATED FIELD AND THE OWNER WANTING IT REMOVED AND
 FY2517'NO. 3 WAS OBSTRUCTED BY THE PARSONAGE.  REFERENCE MARKS NO.
 FY2517'4 AND NO. 5 WERE SET AT THIS TIME.  THE TOWER WAS BUILT OVER
 FY2517'REFERENCE MARK NO. 4 AND A TAPED TRAVERSE CONNECTION WAS
 FY2517'MADE TO THE STATION MARK.  THE STATION WAS TOO CLOSE TO THE
 FY2517'PARSONAGE TO BUILD A TOWER OVER IT.  THE TO REACH FOR THE
 FY2517'STATION AND REFERENCE MARK NO. 1 ARE ADEQUATE IN THE 1961
 FY2517'DESCRIPTION.  FOLLOWING IS THE MEASUREMENTS FOR REFERENCE
 FY2517'MARKS NO. 4 AND NO. 5.
 FY2517'
 FY2517'REFERENCE MARK NO. 4 IS 70.0 FEET SOUTHEAST OF THE SOUTHEAST
 FY2517'CORNER OF THE PARSONAGE, 25.0 FEET NORTH OF THE APPROXIMATE CENTER
 FY2517'OF COUNTY ROAD 669 AND 14.0 FEET SOUTHWEST OF A FENCE CORNER.
 FY2517'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY2517'POST SET FLUSH WITH THE GROUND AND STAMPED BETHANY NO 4 1933.
 FY2517'
 FY2517'REFERENCE MARK NO. 5 IS 60.0 FEET SOUTH OF THE SOUTHEAST
 FY2517'CORNER OF CHURCH, 56.0 FEET NORTHWEST OF THE APPROXIMATE
 FY2517'CENTER OF COUNTY ROAD 669 AND 1.0 FOOT NORTHWEST OF A METAL
 FY2517'LAMP POST.  THE MARK IS A STANDARD DISK SET IN A DRILL HOLE
 FY2517'IN THE SIDEWALK LEADING TO CHURCH AND STAMPED BETHANY NO
 FY2517'5 1933.
 FY2517
 FY2517                          STATION RECOVERY (1990)
 FY2517
 FY2517'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 FY2517'RECOVERED IN GOOD CONDITION.
 FY2517
 FY2517                          STATION RECOVERY (2005)
 FY2517
 FY2517'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY2517'AREA CHANGED AND REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2642 ***********************************************************************
 FZ2642  DESIGNATION -  BETHANY
 FZ2642  PID         -  FZ2642
 FZ2642  STATE/COUNTY-  VA/GRAYSON
 FZ2642  USGS QUAD   -  SPARTA WEST (1991)
 FZ2642
 FZ2642                         *CURRENT SURVEY CONTROL
 FZ2642  ___________________________________________________________________
 FZ2642* NAD 83(1993)-  36 34 18.13300(N)    081 10 12.14144(W)     ADJUSTED  
 FZ2642* NAVD 88     -       832.4    (meters)    2731.     (feet)  VERTCON   
 FZ2642  ___________________________________________________________________
 FZ2642  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FZ2642  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FZ2642
 FZ2642  HORZ ORDER  -  SECOND
 FZ2642
 FZ2642.The horizontal coordinates were established by classical geodetic methods
 FZ2642.and adjusted by the National Geodetic Survey in September 1995..
 FZ2642
 FZ2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2642
 FZ2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2642
 FZ2642.The geoid height was determined by GEOID03.
 FZ2642
 FZ2642;                    North         East     Units Scale Factor Converg.
 FZ2642;SPC VA S     - 1,029,832.892 3,261,031.027   MT  1.00004110   -1 37 13.8
 FZ2642;SPC VA S     - 3,378,710.08 10,698,899.29   sFT  1.00004110   -1 37 13.8
 FZ2642;UTM  17      - 4,047,375.226   484,786.132   MT  0.99960285   -0 06 04.7
 FZ2642
 FZ2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2642!SPC VA S     -   0.99987435  x   1.00004110  =   0.99991545
 FZ2642!UTM  17      -   0.99987435  x   0.99960285  =   0.99947725
 FZ2642
 FZ2642:                Primary Azimuth Mark                     Grid Az
 FZ2642:SPC VA S     -  NEW HAVEN CH OF BRETHREN                 156 02 22.4
 FZ2642:UTM  17      -  NEW HAVEN CH OF BRETHREN                 154 31 13.3
 FZ2642
 FZ2642|---------------------------------------------------------------------|
 FZ2642| PID    Reference Object                     Distance      Geod. Az  |
 FZ2642|                                                           dddmmss.s |
 FZ2642| CS6214 NEW HAVEN CH OF BRETHREN                           1542508.6 |
 FZ2642|---------------------------------------------------------------------|
 FZ2642
 FZ2642                          SUPERSEDED SURVEY CONTROL
 FZ2642
 FZ2642  NAD 83(1986)-  36 34 18.13727(N)    081 10 12.14533(W) AD(       ) 2
 FZ2642  NGVD 29 (06/26/91)  832.5    (m)         2731.     (f) VERT ANG       
 FZ2642
 FZ2642.Superseded values are not recommended for survey control.
 FZ2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2642.See file dsdata.txt to determine how the superseded data were derived.
 FZ2642
 FZ2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8478647375(NAD 83)
 FZ2642_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2642+STABILITY: SURFACE MOTION
 FZ2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2642+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2003
 FZ2642
 FZ2642  HISTORY     - Date     Condition        Report By
 FZ2642  HISTORY     - 1985     MONUMENTED       NCGS
 FZ2642  HISTORY     - 20031213 GOOD             INDIV
 FZ2642
 FZ2642                          STATION DESCRIPTION
 FZ2642
 FZ2642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FZ2642'STATION IS LOCATED ABOUT 6.4 KM ( 5.2 MI) NORTH-NORTHWEST OF SPARTA.
 FZ2642'
 FZ2642'PROCEED ALONG US 21 FOR 0.40 KM ( 0.25 MI) NORTHWEST FROM THE BRIDGE
 FZ2642'OVER THE NEW RIVER 0.9 KM ( 0.55 MI) NORTHWEST OF NC-VA STATE LINE,
 FZ2642'TO VA 700,THENCE SOUTHWEST ALONG VA 700 FOR 1.9 KM ( 1.2 MI) TO
 FZ2642'NC-VA STATE LINE AND BETHANY METHODIST CHURCH IN SHOULDER OF CHURCH
 FZ2642'DRIVE.
 FZ2642'
 FZ2642'STATION IS A STANDARD NCGS HORIZONTAL DISK STAMPED---BETHANY 1985--
 FZ2642'-, SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, 7.5 CM
 FZ2642'BELOW GROUND SURFACE AND 0.1 METER BELOW GRAVEL DRIVE.  LOCATED 3.7
 FZ2642'METERS (12.2 FEET) EAST OF CENTERLINE OF CHURCH DRIVE, 1.1 METER
 FZ2642'(3.5 FEET) WEST OF CHAIN LINK FENCE, 29.1 METER ( 95.4 FEET) NORTH
 FZ2642'OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 24.8 METERS (81.4
 FZ2642'FEET) NORTHEAST OF NORTHEAST CORNER OF CHURCH AND 25.6 METERS (84.1
 FZ2642'FEET) SOUTH OF NORTHERNMOST POST CHAIN LINK FENCE.
 FZ2642'
 FZ2642'STATION IS NOT A BENCH MARK.
 FZ2642
 FZ2642                          STATION RECOVERY (2003)
 FZ2642
 FZ2642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR)
 FZ2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0102 ***********************************************************************
 FY0102  DESIGNATION -  BETHANY RM 4
 FY0102  PID         -  FY0102
 FY0102  STATE/COUNTY-  VA/MECKLENBURG
 FY0102  USGS QUAD   -  BASKERVILLE (1981)
 FY0102
 FY0102                         *CURRENT SURVEY CONTROL
 FY0102  ___________________________________________________________________
 FY0102* NAD 83(1986)-  36 39 40.     (N)    078 15 47.     (W)     SCALED    
 FY0102* NAVD 88     -       110.289  (meters)     361.84   (feet)  ADJUSTED  
 FY0102  ___________________________________________________________________
 FY0102  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 FY0102  DYNAMIC HT  -         110.202 (meters)     361.55  (feet)  COMP
 FY0102  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 FY0102
 FY0102  VERT ORDER  -  SECOND    CLASS 0
 FY0102
 FY0102.The horizontal coordinates were scaled from a topographic map and have
 FY0102.an estimated accuracy of +/- 6 seconds.
 FY0102
 FY0102.The orthometric height was determined by differential leveling
 FY0102.and adjusted by the National Geodetic Survey in June 1991..
 FY0102
 FY0102.The geoid height was determined by GEOID03.
 FY0102
 FY0102.The dynamic height is computed by dividing the NAVD 88
 FY0102.geopotential number by the normal gravity value computed on the
 FY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0102.degrees latitude (g = 980.6199 gals.).
 FY0102
 FY0102.The modeled gravity was interpolated from observed gravity values.
 FY0102
 FY0102;                    North         East    Units  Estimated Accuracy
 FY0102;SPC VA S     - 1,036,400.    3,521,180.      MT  (+/- 180 meters Scaled)
 FY0102
 FY0102                          SUPERSEDED SURVEY CONTROL
 FY0102
 FY0102  NGVD 29 (??/??/92)  110.579  (m)          362.79   (f) ADJ UNCH    2 0
 FY0102
 FY0102.Superseded values are not recommended for survey control.
 FY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0102.See file dsdata.txt to determine how the superseded data were derived.
 FY0102
 FY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA446607(NAD 83)
 FY0102_MARKER: DR = REFERENCE MARK DISK
 FY0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0102_STAMPING: BETHANY NO 4 1933
 FY0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0102+STABILITY: SURFACE MOTION
 FY0102
 FY0102  HISTORY     - Date     Condition        Report By
 FY0102  HISTORY     - 1966     MONUMENTED       CGS
 FY0102  HISTORY     - 1966     GOOD             NGS
 FY0102  HISTORY     - 20010612 MARK NOT FOUND   VADOT
 FY0102
 FY0102                          STATION DESCRIPTION
 FY0102
 FY0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0102'7.9 MI E FROM BOYDTON.
 FY0102'7.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0102'BOYDTON TO COUNTY ROAD 669, THENCE, SOUTH ALONG COUNTY ROAD
 FY0102'669 0.7 MILE, 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FY0102'PARSONAGE, 25 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD,
 FY0102'14 FEET SOUTHWEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE
 FY0102'POST, FLUSH, AND IS ABOUT LEVEL WITH THE COUNTY ROAD.
 FY0102
 FY0102                          STATION RECOVERY (2001)
 FY0102
 FY0102'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (JCA)
 FY0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0101 ***********************************************************************
 FY0101  DESIGNATION -  BETHANY RM 5
 FY0101  PID         -  FY0101
 FY0101  STATE/COUNTY-  VA/MECKLENBURG
 FY0101  USGS QUAD   -  BASKERVILLE (1981)
 FY0101
 FY0101                         *CURRENT SURVEY CONTROL
 FY0101  ___________________________________________________________________
 FY0101* NAD 83(1986)-  36 39 40.     (N)    078 15 47.     (W)     SCALED    
 FY0101* NAVD 88     -       111.668  (meters)     366.36   (feet)  ADJUSTED  
 FY0101  ___________________________________________________________________
 FY0101  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 FY0101  DYNAMIC HT  -         111.580 (meters)     366.08  (feet)  COMP
 FY0101  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 FY0101
 FY0101  VERT ORDER  -  SECOND    CLASS 0
 FY0101
 FY0101.The horizontal coordinates were scaled from a topographic map and have
 FY0101.an estimated accuracy of +/- 6 seconds.
 FY0101
 FY0101.The orthometric height was determined by differential leveling
 FY0101.and adjusted by the National Geodetic Survey in June 1991..
 FY0101
 FY0101.The geoid height was determined by GEOID03.
 FY0101
 FY0101.The dynamic height is computed by dividing the NAVD 88
 FY0101.geopotential number by the normal gravity value computed on the
 FY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0101.degrees latitude (g = 980.6199 gals.).
 FY0101
 FY0101.The modeled gravity was interpolated from observed gravity values.
 FY0101
 FY0101;                    North         East    Units  Estimated Accuracy
 FY0101;SPC VA S     - 1,036,400.    3,521,180.      MT  (+/- 180 meters Scaled)
 FY0101
 FY0101                          SUPERSEDED SURVEY CONTROL
 FY0101
 FY0101  NGVD 29 (??/??/92)  111.958  (m)          367.32   (f) ADJ UNCH    2 0
 FY0101
 FY0101.Superseded values are not recommended for survey control.
 FY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0101.See file dsdata.txt to determine how the superseded data were derived.
 FY0101
 FY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA446607(NAD 83)
 FY0101_MARKER: DR = REFERENCE MARK DISK
 FY0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0101_SP_SET: SIDEWALK
 FY0101_STAMPING: BETHANY NO 5 1933
 FY0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0101+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 FY0101
 FY0101  HISTORY     - Date     Condition        Report By
 FY0101  HISTORY     - 1966     MONUMENTED       CGS
 FY0101  HISTORY     - 1966     GOOD             NGS
 FY0101  HISTORY     - 20051117 GOOD             USPSQD
 FY0101
 FY0101                          STATION DESCRIPTION
 FY0101
 FY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0101'7.9 MI E FROM BOYDTON.
 FY0101'7.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0101'BOYDTON TO COUNTY ROAD 669, THENCE, SOUTH 0.7 MILE, 60 FEET
 FY0101'SOUTH OF THE SOUTHEAST CORNER OF BETHANY CHURCH, 56 FEET NORTHWEST
 FY0101'OF THE APPROXIMATE CENTER OF THE ROAD, 1 FOOT NORTHWEST OF A
 FY0101'METAL LAMP POST, SET IN THE TOP OF THE SOUTH END OF SIDEWALK
 FY0101'LEADING TO THE CHURCH AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FY0101'THE ROAD.
 FY0101
 FY0101                          STATION RECOVERY (2005)
 FY0101
 FY0101'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5423 ***********************************************************************
 GV5423  DESIGNATION -  BETHEL
 GV5423  PID         -  GV5423
 GV5423  STATE/COUNTY-  VA/HENRICO
 GV5423  USGS QUAD   -  DUTCH GAP (1994)
 GV5423
 GV5423                         *CURRENT SURVEY CONTROL
 GV5423  ___________________________________________________________________
 GV5423* NAD 83(1993)-  37 25 03.60156(N)    077 20 48.52041(W)     ADJUSTED  
 GV5423* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 GV5423  ___________________________________________________________________
 GV5423  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 GV5423  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GV5423
 GV5423  HORZ ORDER  -  SECOND
 GV5423
 GV5423.The horizontal coordinates were established by classical geodetic methods
 GV5423.and adjusted by the National Geodetic Survey in September 1995..
 GV5423
 GV5423.The orthometric height was scaled from a topographic map.
 GV5423
 GV5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5423
 GV5423.The geoid height was determined by GEOID03.
 GV5423
 GV5423;                    North         East     Units Scale Factor Converg.
 GV5423;SPC VA S     - 1,120,957.359 3,602,075.013   MT  0.99994578   +0 41 59.6
 GV5423;SPC VA S     - 3,677,674.27 11,817,807.77   sFT  0.99994578   +0 41 59.6
 GV5423;UTM  18      - 4,143,792.330   292,322.304   MT  1.00013130   -1 25 35.3
 GV5423
 GV5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5423!SPC VA S     -   0.99999932  x   0.99994578  =   0.99994510
 GV5423!UTM  18      -   0.99999932  x   1.00013130  =   1.00013062
 GV5423
 GV5423:                Primary Azimuth Mark                     Grid Az
 GV5423:SPC VA S     -  BOTTOM                                   102 58 27.3
 GV5423:UTM  18      -  BOTTOM                                   105 06 02.2
 GV5423
 GV5423|---------------------------------------------------------------------|
 GV5423| PID    Reference Object                     Distance      Geod. Az  |
 GV5423|                                                           dddmmss.s |
 GV5423| GV5424 BOTTOM                              APPROX. 3.8 KM 1034026.9 |
 GV5423| GV5432 EDGEWORTH WRVA EAST RAD TWR         APPROX. 3.2 KM 1160323.3 |
 GV5423| GV5433 EDGEWORTH WRVA WEST RAD TWR         APPROX. 3.2 KM 1182108.0 |
 GV5423| GV5434 GROUP WHITE BLDGS WHITE SILO        APPROX. 1.4 KM 1375038.0 |
 GV5423| GV5454 VARINA WATER TANK                   APPROX. 4.1 KM 1665719.5 |
 GV5423| DC5137 BETHEL RM 1                          27.020 METERS 17958     |
 GV5423| GV5539 VIRGINIA ELEC PWR WOOD TOWER        APPROX. 5.0 KM 2182614.2 |
 GV5423| GV5523 ELEVATED GRAY TANK 1 CUP            APPROX. 9.1 KM 2671520.9 |
 GV5423| GV5533 SHELL OIL CO RED BRICK STACK        APPROX. 7.3 KM 2672713.6 |
 GV5423| DC5138 BETHEL RM 2                          26.220 METERS 26734     |
 GV5423| GV5524 RICHMOND ARMY QMC N TANK            APPROX. 9.3 KM 2795540.3 |
 GV5423| GV5536 SMALL RED STK NR GRAY TK 2          APPROX. 9.5 KM 2804130.5 |
 GV5423| DC6469 BETHEL AZ MK TEMP                                  2834237.5 |
 GV5423|---------------------------------------------------------------------|
 GV5423
 GV5423                          SUPERSEDED SURVEY CONTROL
 GV5423
 GV5423  NAD 83(1993)-  37 25 03.60197(N)    077 20 48.52014(W) AD(       ) 2
 GV5423  NAD 83(1986)-  37 25 03.60790(N)    077 20 48.53728(W) AD(       ) 2
 GV5423  NAD 27      -  37 25 03.07500(N)    077 20 49.61100(W) AD(       ) 2
 GV5423
 GV5423.Superseded values are not recommended for survey control.
 GV5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5423.See file dsdata.txt to determine how the superseded data were derived.
 GV5423
 GV5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9232243792(NAD 83)
 GV5423_MARKER: DS = TRIANGULATION STATION DISK
 GV5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5423
 GV5423  HISTORY     - Date     Condition        Report By
 GV5423  HISTORY     - 1943     MONUMENTED       CGS
 GV5423  HISTORY     - 1952     GOOD             AMS
 GV5423  HISTORY     - 19890312 GOOD             LOCSUR
 GV5423  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 GV5423  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5423  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5423
 GV5423                          STATION DESCRIPTION
 GV5423
 GV5423'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5423'STATION SITE IS ABOUT 11 MILES SE OF RICHMOND, ABOUT
 GV5423'2 MILES NW OF DEEP BOTTOM ON THE EASTERLY OF 3 KNOLLS OF
 GV5423'ABOUT THE SAME ELEVATION (120 FT).  IT IS IN THE WOODS ABOUT
 GV5423'0.1 MILE N OF KINGSLAND ROAD AND ABOUT 3/4 MILE ENE OF THE
 GV5423'JUNCTION OF KINGSLAND AND VARINA ROADS.  STATION PROJECTS
 GV5423'4 INCHES ABOVE SURFACE OF GROUND AND IS ABOUT 66 FEET E
 GV5423'OF CENTER LINE OF DIRT ROAD, AT A POINT WHERE ROAD WIDENS AND
 GV5423'FORKS.
 GV5423'
 GV5423'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 GV5423'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5423'
 GV5423'REFERENCE MARK NO. 1 IS APPROXIMATELY 50 FEET E OF CENTER LINE
 GV5423'OF ROAD AT A POINT 100 FEET S OF THE ABOVE-MENTIONED FORK
 GV5423'IN THE ROAD.
 GV5423'
 GV5423'REFERENCE MARK NO. 2 IS APPROXIMATELY 25 FEET SW OF THE CENTER
 GV5423'LINE OF ROAD AT POINT WHERE THE ROAD FORKS AS DESCRIBED ABOVE.
 GV5423'
 GV5423'TO REACH FROM RICHMOND, START FROM INTERSECTION OF HIGHWAYS
 GV5423'5 AND 146 AND TRAVEL 3.7 MILES TO THE VARINA ROAD ON THE
 GV5423'RIGHT.  FOLLOW VARINA ROAD 3.1 MILES TO KINGSLAND ROAD.  TURN
 GV5423'LEFT FOR 0.7 MILE TO DIRT ROAD ON LEFT.  FOLLOW DIRT ROAD
 GV5423'TO FORKS AT 0.05 MILE, TAKE RIGHT FORK, PROCEED 325 FEET
 GV5423'TO WHERE ROAD JOINS FROM LEFT, THENCE 200 FEET TO WHERE ROAD
 GV5423'FORKS AGAIN.  STATION IS 66 FEET E (TO THE RIGHT) OF CENTER
 GV5423'LINE OF ROAD AT THIS POINT IN SMALL CLEARING PAST SOME TREE
 GV5423'STUMPS.
 GV5423
 GV5423                          STATION RECOVERY (1952)
 GV5423
 GV5423'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5423'FOUND AS DESCRIBED.  STATION LEVEL WITH THE GROUND.
 GV5423
 GV5423                          STATION RECOVERY (1989)
 GV5423
 GV5423'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DT)
 GV5423'RECOVERED IN GOOD CONDITION.
 GV5423
 GV5423                          STATION RECOVERY (1996)
 GV5423
 GV5423'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5423'MARK NOT FOUND.
 GV5423
 GV5423                          STATION RECOVERY (2000)
 GV5423
 GV5423'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5423'MARK NOT FOUND.
 GV5423
 GV5423                          STATION RECOVERY (2005)
 GV5423
 GV5423'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5840 ***********************************************************************
 GV5840  DESIGNATION -  BETHEL
 GV5840  PID         -  GV5840
 GV5840  STATE/COUNTY-  VA/CHESTERFIELD
 GV5840  USGS QUAD   -  MIDLOTHIAN (1978)
 GV5840
 GV5840                         *CURRENT SURVEY CONTROL
 GV5840  ___________________________________________________________________
 GV5840* NAD 83(1993)-  37 30 35.16273(N)    077 42 39.14941(W)     ADJUSTED  
 GV5840* NAVD 88     -       122.61   (+/-2cm)     402.3    (feet)  VERTCON   
 GV5840  ___________________________________________________________________
 GV5840  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 GV5840  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GV5840
 GV5840  HORZ ORDER  -  SECOND
 GV5840  VERT ORDER  -  THIRD ? (See Below)
 GV5840
 GV5840.The horizontal coordinates were established by classical geodetic methods
 GV5840.and adjusted by the National Geodetic Survey in November 1994..
 GV5840
 GV5840.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5840.The vertical order pertains to the NGVD 29 superseded value.
 GV5840
 GV5840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5840
 GV5840.The geoid height was determined by GEOID03.
 GV5840
 GV5840;                    North         East     Units Scale Factor Converg.
 GV5840;SPC VA S     - 1,130,846.825 3,569,765.246   MT  0.99994847   +0 28 44.2
 GV5840;SPC VA S     - 3,710,119.96 11,711,804.81   sFT  0.99994847   +0 28 44.2
 GV5840;UTM  18      - 4,154,877.864   260,393.464   MT  1.00030723   -1 39 05.1
 GV5840
 GV5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5840!SPC VA S     -   0.99998586  x   0.99994847  =   0.99993433
 GV5840!UTM  18      -   0.99998586  x   1.00030723  =   1.00029308
 GV5840
 GV5840|---------------------------------------------------------------------|
 GV5840| PID    Reference Object                     Distance      Geod. Az  |
 GV5840|                                                           dddmmss.s |
 GV5840| DC5135 BETHEL RM 1                          35.579 METERS 06447     |
 GV5840| DC5134 BETHEL AZ MK                                       0875548.2 |
 GV5840| DC5136 BETHEL RM 2                          35.030 METERS 15358     |
 GV5840|---------------------------------------------------------------------|
 GV5840
 GV5840                          SUPERSEDED SURVEY CONTROL
 GV5840
 GV5840  NAD 83(1986)-  37 30 35.16842(N)    077 42 39.16653(W) AD(       ) 2
 GV5840  NAD 27      -  37 30 34.63400(N)    077 42 40.19100(W) AD(       ) 2
 GV5840  NGVD 29 (07/19/86)  122.89   (m)          403.2    (f) LEVELING    3  
 GV5840
 GV5840.Superseded values are not recommended for survey control.
 GV5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5840.See file dsdata.txt to determine how the superseded data were derived.
 GV5840
 GV5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6039354878(NAD 83)
 GV5840_MARKER: DS = TRIANGULATION STATION DISK
 GV5840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5840+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV5840
 GV5840  HISTORY     - Date     Condition        Report By
 GV5840  HISTORY     - 1942     MONUMENTED       CGS
 GV5840  HISTORY     - 1960     GOOD             CGS
 GV5840  HISTORY     - 1988     GOOD             VADHT
 GV5840  HISTORY     - 1988     GOOD             USPSQD
 GV5840  HISTORY     - 1989     GOOD             USPSQD
 GV5840  HISTORY     - 19940220 GOOD             USPSQD
 GV5840  HISTORY     - 20041023 GOOD             USPSQD
 GV5840
 GV5840                          STATION DESCRIPTION
 GV5840
 GV5840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5840'STATION IS LOCATED ABOUT 19 MILES NE OF AMELIA, 3.5 MILES W
 GV5840'OF MIDLOTHIAN, AND 14 MILES W OF RICHMOND, ON THE GROUNDS OF
 GV5840'THE BETHEL BAPTIST CHURCH.  IT IS 57 FEET W OF THE CENTER OF
 GV5840'COUNTY ROAD 607.  THE DISK IS STAMPED BETHEL 1942 AND IS
 GV5840'FLUSH WITH THE GROUND.
 GV5840'
 GV5840'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5840'DISKS SET IN CONCRETE.
 GV5840'
 GV5840'REFERENCE MARK NO. 1 IS 21 FEET E OF THE CENTER OF COUNTY ROAD
 GV5840'607 AND 5 FEET SW OF A POWER POLE NO. 33317.  THE DISK IS
 GV5840'STAMPED BETHEL NO. 1, 1942 AND PROJECTS 4 INCHES.
 GV5840'
 GV5840'REFERENCE MARK NO. 2 IS 16 FEET E OF THE CENTER OF COUNTY ROAD
 GV5840'607 AND 5 FEET N OF POWER POLE NO. 33315.  THE DISK IS STAMPED
 GV5840'BETHEL NO. 2, 1942 AND PROJECTS 3 INCHES.
 GV5840'
 GV5840'THE AZIMUTH MARK IS 2 FEET N OF AN E-AND-W WHITE BOARD FENCE AND 2
 GV5840'FEET S OF THE CENTER OF U.S. HIGHWAY 60.  THE DISK IS STAMPED
 GV5840'BETHEL 1942 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION
 GV5840'GO S FOR 0.1 MILE TO U.S. HIGHWAY 60.  TURN LEFT AND GO 0.2
 GV5840'MILE TO THE MARK ON THE RIGHT.
 GV5840'
 GV5840'TO REACH THE STATION FROM THE POST OFFICE IN MIDLOTHIAN GO W
 GV5840'ON U.S. HIGHWAY 60 FOR 3.5 MILES TO A SIDE ROAD RIGHT AND SIGN
 GV5840'HUGUENOT SPRINGS ROAD.  TURN RIGHT AND GO 0.1 MILE TO THE
 GV5840'BETHEL BAPTIST CHURCH ON THE LEFT AND MARK.
 GV5840'
 GV5840'A 90-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 GV5840'
 GV5840'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5840
 GV5840                          STATION RECOVERY (1960)
 GV5840
 GV5840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV5840'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GV5840'GOOD CONDITION.  ADDITIONAL WITNESS POINTS ARE.  THE STATION IS
 GV5840'81.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 69.8
 GV5840'FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 GV5840'
 GV5840'THE AZIMUTH MARK IS 2.5 FEET NORTH OF A WIRE FENCE, 70 FEET
 GV5840'WEST OF THE CENTER OF A FARM ROAD LEADING SOUTH, 27 FEET SOUTH
 GV5840'OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A CGS WITNESS SIGN.
 GV5840
 GV5840                          STATION RECOVERY (1988)
 GV5840
 GV5840'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1988 (JLS)
 GV5840'RECOVERED IN GOOD CONDITION.
 GV5840
 GV5840                          STATION RECOVERY (1988)
 GV5840
 GV5840'RECOVERY NOTE BY US POWER SQUADRON 1988 (TOM)
 GV5840'RECOVERED IN GOOD CONDITION.
 GV5840
 GV5840                          STATION RECOVERY (1989)
 GV5840
 GV5840'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV5840'RECOVERED IN GOOD CONDITION.
 GV5840
 GV5840                          STATION RECOVERY (1994)
 GV5840
 GV5840'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5840'RECOVERED IN GOOD CONDITION.
 GV5840
 GV5840                          STATION RECOVERY (2004)
 GV5840
 GV5840'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV5840'MARK FOUND IN GOOD CONDITION. RM1 MOUMENT OVERTURNED AND DISC MISSING.
 GV5840'RM3 FOUND IN GOOD CONDITION. AZMUTH MARK NOT FOUND.
 GV5840' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3500 ***********************************************************************
 HW3500  DESIGNATION -  BETSY BELL
 HW3500  PID         -  HW3500
 HW3500  STATE/COUNTY-  VA/C OF STAUNTON
 HW3500  USGS QUAD   -  STAUNTON (1986)
 HW3500
 HW3500                         *CURRENT SURVEY CONTROL
 HW3500  ___________________________________________________________________
 HW3500* NAD 83(1993)-  38 08 13.22424(N)    079 03 15.41731(W)     ADJUSTED  
 HW3500* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 HW3500  ___________________________________________________________________
 HW3500  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HW3500  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HW3500
 HW3500  HORZ ORDER  -  SECOND
 HW3500
 HW3500.The horizontal coordinates were established by classical geodetic methods
 HW3500.and adjusted by the National Geodetic Survey in November 1994..
 HW3500
 HW3500.The orthometric height was scaled from a topographic map.
 HW3500
 HW3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3500
 HW3500.The geoid height was determined by GEOID03.
 HW3500
 HW3500;                    North         East     Units Scale Factor Converg.
 HW3500;SPC VA N     - 2,052,353.404 3,451,407.815   MT  0.99998332   -0 20 45.4
 HW3500;SPC VA N     - 6,733,429.46 11,323,493.81   sFT  0.99998332   -0 20 45.4
 HW3500;UTM  17      - 4,222,804.761   670,518.340   MT  0.99995811   +1 12 06.7
 HW3500
 HW3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3500!SPC VA N     -   0.99991187  x   0.99998332  =   0.99989519
 HW3500!UTM  17      -   0.99991187  x   0.99995811  =   0.99986998
 HW3500
 HW3500|---------------------------------------------------------------------|
 HW3500| PID    Reference Object                     Distance      Geod. Az  |
 HW3500|                                                           dddmmss.s |
 HW3500| DC3802 BETSY BELL RM 2                       9.987 METERS 08653     |
 HW3500| DC3801 BETSY BELL RM 1                      17.700 METERS 22644     |
 HW3500| HW3497 STAUNTON                            APPROX. 2.2 KM 3242200.5 |
 HW3500|---------------------------------------------------------------------|
 HW3500
 HW3500                          SUPERSEDED SURVEY CONTROL
 HW3500
 HW3500  NAD 83(1986)-  38 08 13.22386(N)    079 03 15.42622(W) AD(       ) 2
 HW3500  NAD 27      -  38 08 12.75500(N)    079 03 16.32200(W) AD(       ) 2
 HW3500
 HW3500.Superseded values are not recommended for survey control.
 HW3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3500.See file dsdata.txt to determine how the superseded data were derived.
 HW3500
 HW3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7051822805(NAD 83)
 HW3500_MARKER: DS = TRIANGULATION STATION DISK
 HW3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3500
 HW3500  HISTORY     - Date     Condition        Report By
 HW3500  HISTORY     - 1933     MONUMENTED       CGS
 HW3500  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HW3500
 HW3500                          STATION DESCRIPTION
 HW3500
 HW3500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3500'STATION IS ABOUT 1 MILE SE OF THE CENTER OF STAUNTON, ON THE
 HW3500'SUMMIT OF BETSY BELL HILL, ON THE HIGHEST PART OF THE HILL,
 HW3500'NEAR A SMALL WHITE OAK TREE WITH A TRIANGLE BLAZE, ON THE
 HW3500'PROPERTY OF DR. H.S. BECKLER.
 HW3500'
 HW3500'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HW3500'DISKS SET IN CONCRETE AS DESCRIBED.
 HW3500'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 HW3500'HOLES IN BOULDERS.
 HW3500'
 HW3500'REFERENCE MARK NO. 1 IS SSW OF THE STATION, A SHORT DISTANCE
 HW3500'DOWN THE SW SLOPE OF THE HILL.
 HW3500'
 HW3500'REFERENCE MARK NO. 2 IS NE OF THE STATION, SLIGHTLY DOWN THE
 HW3500'NE SLOPE OF THE HILL, IN A SMALL BOULDER.
 HW3500'
 HW3500'CHURCH SPIRE IS SPIRE OF FIRST PRESBYTERIAN CHURCH.
 HW3500'
 HW3500'SPIRE OF WHITE BRICK BUILDING IS THAT OF NO. 210 N NEW STREET.
 HW3500'
 HW3500'ALL STATIONS AND OBJECTS ARE VISIBLE FROM THE GROUND WITH
 HW3500'CONSIDERABLE CLEARING OF SCRUB TIMBER, PERMISSION FOR WHICH
 HW3500'COULD NOT BE OBTAINED.  IT IS PROBABLE THAT A 15-FOOT SIGNAL
 HW3500'WOULD GIVE VISIBILITY TO MOST LINES, ELLIOT KNOB BEING THE
 HW3500'EXCEPTION.
 HW3500'
 HW3500'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 HW3500
 HW3500                          STATION RECOVERY (1957)
 HW3500
 HW3500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3500'THE STATION MARK AND REFERENCE MARK 2 HAS BEEN DESTROYED.
 HW3500'ONE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 HW3500'
 HW3500'A NEW STATION, BETSY BELL 2 WAS ESTABLISHED AT THE SAME
 HW3500'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3499 ***********************************************************************
 HW3499  DESIGNATION -  BETSY BELL 2
 HW3499  PID         -  HW3499
 HW3499  STATE/COUNTY-  VA/C OF STAUNTON
 HW3499  USGS QUAD   -  STAUNTON (1986)
 HW3499
 HW3499                         *CURRENT SURVEY CONTROL
 HW3499  ___________________________________________________________________
 HW3499* NAD 83(1993)-  38 08 13.24234(N)    079 03 15.41859(W)     ADJUSTED  
 HW3499* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 HW3499  ___________________________________________________________________
 HW3499  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HW3499  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HW3499
 HW3499  HORZ ORDER  -  SECOND
 HW3499
 HW3499.The horizontal coordinates were established by classical geodetic methods
 HW3499.and adjusted by the National Geodetic Survey in November 1994..
 HW3499
 HW3499.The orthometric height was scaled from a topographic map.
 HW3499
 HW3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3499
 HW3499.The geoid height was determined by GEOID03.
 HW3499
 HW3499;                    North         East     Units Scale Factor Converg.
 HW3499;SPC VA N     - 2,052,353.962 3,451,407.787   MT  0.99998332   -0 20 45.4
 HW3499;SPC VA N     - 6,733,431.29 11,323,493.71   sFT  0.99998332   -0 20 45.4
 HW3499;UTM  17      - 4,222,805.319   670,518.298   MT  0.99995811   +1 12 06.7
 HW3499
 HW3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3499!SPC VA N     -   0.99991187  x   0.99998332  =   0.99989519
 HW3499!UTM  17      -   0.99991187  x   0.99995811  =   0.99986998
 HW3499
 HW3499:                Primary Azimuth Mark                     Grid Az
 HW3499:SPC VA N     -  VERONA WESTINGHOUSE WATER TANK           033 17 29.3
 HW3499:UTM  17      -  VERONA WESTINGHOUSE WATER TANK           031 44 37.2
 HW3499
 HW3499|---------------------------------------------------------------------|
 HW3499| PID    Reference Object                     Distance      Geod. Az  |
 HW3499|                                                           dddmmss.s |
 HW3499| HW3498 VERONA WESTINGHOUSE WATER TANK      APPROX. 7.7 KM 0325643.9 |
 HW3499| HW3358 VERONA AMERICAN SAFETY RAZ STK      APPROX. 8.4 KM 0425414.7 |
 HW3499| HW3359 VERONA AMERICAN SAFETY RAZ TK       APPROX. 8.5 KM 0430549.8 |
 HW3499| HW3493 STAUNTON RAD STA WTON MAST          APPROX. 1.2 KM 0593545.0 |
 HW3499| DC3801 BETSY BELL RM 1                      17.792 METERS 09615     |
 HW3499| HW3356 WOODROW WILSON EDUC SW STK          APPROX. 5.8 KM 1105530.9 |
 HW3499| HW3355 WOODROW WILSON EDUC SPIPE           APPROX. 5.7 KM 1113421.9 |
 HW3499| DC3803 BETSY BELL 2 AZ MK                                 2052544.3 |
 HW3499|---------------------------------------------------------------------|
 HW3499
 HW3499                          SUPERSEDED SURVEY CONTROL
 HW3499
 HW3499  NAD 83(1986)-  38 08 13.24272(N)    079 03 15.42532(W) AD(       ) 2
 HW3499  NAD 27      -  38 08 12.76480(N)    079 03 16.32810(W) AD(       ) 2
 HW3499
 HW3499.Superseded values are not recommended for survey control.
 HW3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3499.See file dsdata.txt to determine how the superseded data were derived.
 HW3499
 HW3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7051822805(NAD 83)
 HW3499_MARKER: DS = TRIANGULATION STATION DISK
 HW3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3499
 HW3499  HISTORY     - Date     Condition        Report By
 HW3499  HISTORY     - 1957     MONUMENTED       CGS
 HW3499  HISTORY     - 1974     POOR             NGS
 HW3499
 HW3499                          STATION DESCRIPTION
 HW3499
 HW3499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3499'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF STAUNTON ON THE
 HW3499'SUMMIT OF BETSY BELL HILL.
 HW3499'
 HW3499'STATION, STAMPED BETSY BELL 2 1957, PROJECTS ABOUT 18 INCHES,
 HW3499'IS 68 FEET WEST OF A TRIANGULAR BLAZED TREE, 17 FEET NORTH
 HW3499'OF THE CENTERLINE OF TRACK ROAD AND 8 FEET SOUTHEAST OF A 12
 HW3499'INCH OAK TREE.
 HW3499'
 HW3499'R.M. 1, STAMPED BETSY BELL NO 1 1933, CEMENTED IN A DRILL HOLE
 HW3499'IN AN OUTCROPPING BEDROCK ON THE SOUTHERN SLOPE OF HILL, 9
 HW3499'FEET WEST OF A TRIANGULAR BLAZED TREE AND ABOUT 3 FEET BELOW
 HW3499'THE ELEVATION OF THE STATION.
 HW3499'
 HW3499'R.M. 3, STAMPED BETSY BELL 2 NO 3 1957, CEMENTED IN A DRILL
 HW3499'HOLE IN AN OUTCROPPING BEDROCK ON THE EASTERN SLOPE OF THE HILL,
 HW3499'7 FEET NORTH OF A TRIANGULAR BLAZED TREE AND ABOUT THE SAME
 HW3499'ELEVATION AS THE STATION.
 HW3499'
 HW3499'AZIMUTH MARK, STAMPED BETSY BELL 2 1957, PROJECTS ABOUT 4
 HW3499'INCHES, IS 73 FEET WEST OF POWER POLE FC9, 18 FEET SOUTHWEST
 HW3499'OF THE CENTERLINE OF ROAD, 2 FEET SOUTHWEST OF THE FENCE AND
 HW3499'2 FEET NORTHEAST OF A SHEET METAL WITNESS POST.
 HW3499'
 HW3499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250, 11
 HW3499'AND THE RAILROAD OVERPASS IN THE SOUTHERN PART OF STAUNTON,
 HW3499'GO SOUTHERLY ON U.S. HIGHWAY 11 FOR 1.1 MILES TO A SIDE STREET ON
 HW3499'THE LEFT.  (BETSY BELL RD.) TURN LEFT ON BETSY BELL RD. FOR
 HW3499'0.5 MILE TO A FORK.  TAKE THE LEFT FORK UP THE STEEP HILL FOR
 HW3499'0.55 MILE TO THE END OF THE ROAD AND THE STATION.
 HW3499'
 HW3499'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 11
 HW3499'AND BETSY BELL RD. GO SOUTH ON U.S. HIGHWAY 11 FOR 0.2 MILE
 HW3499'TO A SIDE ROAD LEFT.  TURN LEFT, GO EASTERLY FOR 0.3 MILE TO
 HW3499'THE MARK ON RIGHT.
 HW3499'
 HW3499'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HW3499
 HW3499                          STATION RECOVERY (1974)
 HW3499
 HW3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 HW3499'THE STATION WAS RECOVERED BUT THE DISK HAS BEEN KNOCKED OUT OF THE
 HW3499'TOP OF THE CONCRETE MONUMENT BUT THE SHANK OF THE DISK IS STILL
 HW3499'ENTACT.
 HW3499'
 HW3499'REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE RECOVERED AS
 HW3499'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HW3499'
 HW3499'THE STATION IS ON PROPERTY OWNED BY THE CITY OF STAUNTON.  PERMISSION
 HW3499'WAS GRANTED BY MR. EDWIN D. MARTIN.  CITY MANAGER.  CITY HALL.
 HW3499'P. O. BOX 58.  STAUNTON, VIRGINIA 24401.  PHONE NO. 703-885-1251.
 HW3499'MR. MARTIN SHOULD BE CONTACTED BEFORE THIS STATION IS BUILT.
 HW3499'
 HW3499'THE 1957 DESCRIPTION AND TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6940 ***********************************************************************
 HV6940  DESIGNATION -  BETTIE 1932
 HV6940  PID         -  HV6940
 HV6940  STATE/COUNTY-  VA/WESTMORELAND
 HV6940  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6940
 HV6940                         *CURRENT SURVEY CONTROL
 HV6940  ___________________________________________________________________
 HV6940* NAD 83(1993)-  38 09 08.31251(N)    076 40 22.96030(W)     ADJUSTED  
 HV6940* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6940  ___________________________________________________________________
 HV6940  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 HV6940  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HV6940
 HV6940  HORZ ORDER  -  THIRD
 HV6940
 HV6940.The horizontal coordinates were established by classical geodetic methods
 HV6940.and adjusted by the National Geodetic Survey in November 1994..
 HV6940
 HV6940.The orthometric height was scaled from a topographic map.
 HV6940
 HV6940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6940
 HV6940.The geoid height was determined by GEOID03.
 HV6940
 HV6940;                    North         East     Units Scale Factor Converg.
 HV6940;SPC VA N     - 2,055,498.538 3,660,119.955   MT  0.99998113   +1 08 24.8
 HV6940;SPC VA N     - 6,743,748.12 12,008,243.55   sFT  0.99998113   +1 08 24.8
 HV6940;SPC VA S     - 1,203,421.366 3,660,129.820   MT  1.00003916   +1 06 31.8
 HV6940;SPC VA S     - 3,948,224.93 12,008,275.92   sFT  1.00003916   +1 06 31.8
 HV6940;UTM  18      - 4,224,036.582   353,410.498   MT  0.99986465   -1 02 01.4
 HV6940
 HV6940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6940!SPC VA N     -   1.00000506  x   0.99998113  =   0.99998619
 HV6940!SPC VA S     -   1.00000506  x   1.00003916  =   1.00004422
 HV6940!UTM  18      -   1.00000506  x   0.99986465  =   0.99986971
 HV6940
 HV6940:                Primary Azimuth Mark                     Grid Az
 HV6940:SPC VA N     -  RAGGED POINT LIGHTHOUSE 1919             086 38 55.9
 HV6940:SPC VA S     -  RAGGED POINT LIGHTHOUSE 1919             086 40 48.9
 HV6940:UTM  18      -  RAGGED POINT LIGHTHOUSE 1919             088 49 22.1
 HV6940
 HV6940|---------------------------------------------------------------------|
 HV6940| PID    Reference Object                     Distance      Geod. Az  |
 HV6940|                                                           dddmmss.s |
 HV6940| HV6875 RAGGED POINT LIGHTHOUSE 1919        APPROX. 6.3 KM 0874720.7 |
 HV6940|---------------------------------------------------------------------|
 HV6940
 HV6940                          SUPERSEDED SURVEY CONTROL
 HV6940
 HV6940  NAD 83(1993)-  38 09 08.31110(N)    076 40 22.96464(W) AD(       ) 3
 HV6940  NAD 83(1986)-  38 09 08.31239(N)    076 40 22.97658(W) AD(       ) 3
 HV6940  NAD 27      -  38 09 07.85000(N)    076 40 24.10000(W) AD(       ) 3
 HV6940
 HV6940.Superseded values are not recommended for survey control.
 HV6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6940.See file dsdata.txt to determine how the superseded data were derived.
 HV6940
 HV6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5341024037(NAD 83)
 HV6940_MARKER: Z = SEE DESCRIPTION
 HV6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6940+STABILITY: SURFACE MOTION
 HV6940
 HV6940  HISTORY     - Date     Condition        Report By
 HV6940  HISTORY     - 1932     MONUMENTED       VACF
 HV6940  HISTORY     - 1937     GOOD             USN
 HV6940  HISTORY     - 1942     GOOD             CGS
 HV6940  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HV6940  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HV6940  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6940  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6940
 HV6940                          STATION DESCRIPTION
 HV6940
 HV6940'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6940'STATION IS ON A BEACH BETWEEN THE POTOMAC RIVER AND A POND, SEE
 HV6940'SKETCH.  MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6940'SURROUNDED BELOW THE SURFACE ON THE LAND BY A BLOCK OF CONCRETE.
 HV6940
 HV6940                          STATION RECOVERY (1937)
 HV6940
 HV6940'RECOVERY NOTE BY US NAVY 1937
 HV6940'THIS STATION WAS VISITED AND RECOVERED OCTOBER 7, 1937.  THE PIPE
 HV6940'WAS FOUND INTACT IN ACCORDANCE WITH THE DESCRIPTION GIVEN BY
 HV6940'REUDIGER.  HOWEVER, THE EFFECT OF TIDES AND EROSION MAY UNDERMINE
 HV6940'THE MARKER IF AN UNUSUAL TIDE IS EXPERIENCED.  A REFERENCE STATION
 HV6940'WILL BE ESTABLISHED THIS FALL APPROXIMATELY 50 FEET IN THE
 HV6940'DIRECTION OF THE LARGE LAKE AND WHEN COMPLETED THE PROVING GROUND
 HV6940'WILL FORWARD YOU THE INFORMATION.
 HV6940
 HV6940                          STATION RECOVERY (1942)
 HV6940
 HV6940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6940'THE STATION IS ON THE SOUTH SHORE OF THE POTOMAC RIVER AND IS ON A
 HV6940'BEACH BETWEEN THE MEAN HIGH WATER LINE AND BETTIES POND, 5 YARDS
 HV6940'NORTH OF THE POND EDGE AND 12 YARDS SOUTH OF THE MEAN HIGH WATER
 HV6940'LINE, 48 FEET EAST OF CEDAR TREE, 33.7 FEET WEST OF A SMALL WILLOW
 HV6940'OAK AND 28.5 FEET NORTH OF A SMALL WILLOW OAK.
 HV6940'
 HV6940'THE STATION IS A 1 INCH GALVANIZED-IRON PIPE SET IN A 12 INCH
 HV6940'ROUND CONCRETE MASS, WHICH IS BELOW THE SURFACE.  THE PIPE EXTENDS
 HV6940'8 INCHES ABOVE THE GROUND.  THE STATION IS IN GOOD CONDITION.
 HV6940'
 HV6940'BUREAU OF ORDNANCE STATION NO. 39 IS 30.00 FEET SOUTH OF THE STATION.
 HV6940
 HV6940                          STATION RECOVERY (1957)
 HV6940
 HV6940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6940'THE STATION IS DESTROYED.  THE MASS OF CONCRETE WITH THE
 HV6940'GALVANIZED PIPE WAS FOUND OVERTURNED.
 HV6940
 HV6940                          STATION RECOVERY (1959)
 HV6940
 HV6940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6940'STATION FOUND LYING ON THE BEACH NEAR ITS ORIGINAL POSITION. THE
 HV6940'STATION HAS BEEN WASHED OUT BY HIGH WATER.  STATION DESTROYED.
 HV6940
 HV6940                          STATION RECOVERY (1998)
 HV6940
 HV6940'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6940'MARK NOT FOUND.
 HV6940
 HV6940                          STATION RECOVERY (2003)
 HV6940
 HV6940'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3756 ***********************************************************************
 GV3756  DESIGNATION -  BETTS VFC 1931
 GV3756  PID         -  GV3756
 GV3756  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3756  USGS QUAD   -  REEDVILLE (1992)
 GV3756
 GV3756                         *CURRENT SURVEY CONTROL
 GV3756  ___________________________________________________________________
 GV3756* NAD 83(1993)-  37 51 26.75952(N)    076 22 08.04188(W)     ADJUSTED  
 GV3756* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV3756  ___________________________________________________________________
 GV3756  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 GV3756  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV3756
 GV3756  HORZ ORDER  -  THIRD
 GV3756
 GV3756.The horizontal coordinates were established by classical geodetic methods
 GV3756.and adjusted by the National Geodetic Survey in November 1994..
 GV3756
 GV3756.The orthometric height was scaled from a topographic map.
 GV3756
 GV3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3756
 GV3756.The geoid height was determined by GEOID03.
 GV3756
 GV3756;                    North         East     Units Scale Factor Converg.
 GV3756;SPC VA S     - 1,171,258.062 3,687,522.174   MT  0.99998189   +1 17 36.3
 GV3756;SPC VA S     - 3,842,702.49 12,098,145.67   sFT  0.99998189   +1 17 36.3
 GV3756;UTM  18      - 4,190,880.054   379,579.037   MT  0.99977861   -0 50 24.7
 GV3756
 GV3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3756!SPC VA S     -   1.00000481  x   0.99998189  =   0.99998670
 GV3756!UTM  18      -   1.00000481  x   0.99977861  =   0.99978342
 GV3756
 GV3756:                Primary Azimuth Mark                     Grid Az
 GV3756:SPC VA S     -  GLEBE VFC 1931                           156 20 04.1
 GV3756:UTM  18      -  GLEBE VFC 1931                           158 28 05.1
 GV3756
 GV3756|---------------------------------------------------------------------|
 GV3756| PID    Reference Object                     Distance      Geod. Az  |
 GV3756|                                                           dddmmss.s |
 GV3756| GV3771 GLEBE VFC 1931                      APPROX. 0.7 KM 1573740.4 |
 GV3756| GV3769 EDWARDS VFC 1931                    395.913 METERS 28728     |
 GV3756|---------------------------------------------------------------------|
 GV3756
 GV3756                          SUPERSEDED SURVEY CONTROL
 GV3756
 GV3756  NAD 83(1993)-  37 51 26.76671(N)    076 22 08.05460(W) AD(       ) 3
 GV3756  NAD 83(1986)-  37 51 26.76493(N)    076 22 08.06389(W) AD(       ) 3
 GV3756  NAD 27      -  37 51 26.31000(N)    076 22 09.25400(W) AD(       ) 3
 GV3756
 GV3756.Superseded values are not recommended for survey control.
 GV3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3756.See file dsdata.txt to determine how the superseded data were derived.
 GV3756
 GV3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7957990880(NAD 83)
 GV3756_MARKER: I = METAL ROD
 GV3756_SETTING: 0 = UNSPECIFIED SETTING
 GV3756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3756
 GV3756  HISTORY     - Date     Condition        Report By
 GV3756  HISTORY     - 1931     MONUMENTED       VACF
 GV3756  HISTORY     - 1943     GOOD             CGS
 GV3756  HISTORY     - 1955     GOOD             CGS
 GV3756  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3756  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3756
 GV3756                          STATION DESCRIPTION
 GV3756
 GV3756'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3756'ON THE UPPER END OF A MARSHY POINT ON THE GREAT WICOMICO
 GV3756'RIVER, OPPOSITE EDWARDS HOUSE, MARKED BY A 4-FOOT SECTION
 GV3756'OF 1-INCH IRON PIPE SURROUNDED BELOW THE SURFACE BY A BLOCK
 GV3756'OF CONCRETE.
 GV3756
 GV3756                          STATION RECOVERY (1943)
 GV3756
 GV3756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3756'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3756'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3756
 GV3756                          STATION RECOVERY (1955)
 GV3756
 GV3756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3756'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3756'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3756'
 GV3756'STATION IS 1.5 M. INSHORE FROM THE MEAN HIGH-WATERLINE AND
 GV3756'PROJECTS 3 IN.
 GV3756
 GV3756                          STATION RECOVERY (1995)
 GV3756
 GV3756'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3756'MARK NOT FOUND.
 GV3756
 GV3756                          STATION RECOVERY (2002)
 GV3756
 GV3756'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2340 ***********************************************************************
 GW2340  DESIGNATION -  BEULAH
 GW2340  PID         -  GW2340
 GW2340  STATE/COUNTY-  VA/CHARLOTTE
 GW2340  USGS QUAD   -  ABILENE (1980)
 GW2340
 GW2340                         *CURRENT SURVEY CONTROL
 GW2340  ___________________________________________________________________
 GW2340* NAD 83(1993)-  37 08 20.60574(N)    078 31 41.03771(W)     ADJUSTED  
 GW2340* NAVD 88     -       190.1    (meters)     624.     (feet)  VERTCON   
 GW2340  ___________________________________________________________________
 GW2340  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 GW2340  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GW2340
 GW2340  HORZ ORDER  -  THIRD
 GW2340
 GW2340.The horizontal coordinates were established by classical geodetic methods
 GW2340.and adjusted by the National Geodetic Survey in September 1995..
 GW2340
 GW2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2340
 GW2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2340
 GW2340.The geoid height was determined by GEOID03.
 GW2340
 GW2340;                    North         East     Units Scale Factor Converg.
 GW2340;SPC VA S     - 1,089,414.961 3,497,506.469   MT  0.99995331   -0 01 01.3
 GW2340;SPC VA S     - 3,574,188.92 11,474,735.81   sFT  0.99995331   -0 01 01.3
 GW2340;UTM  17      - 4,113,159.172   719,560.413   MT  1.00019388   +1 29 34.9
 GW2340
 GW2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2340!SPC VA S     -   0.99997507  x   0.99995331  =   0.99992838
 GW2340!UTM  17      -   0.99997507  x   1.00019388  =   1.00016894
 GW2340
 GW2340|---------------------------------------------------------------------|
 GW2340| PID    Reference Object                     Distance      Geod. Az  |
 GW2340|                                                           dddmmss.s |
 GW2340| DC5140 BEULAH RM 1                          23.515 METERS 06251     |
 GW2340| GW2320 LEIGH                               APPROX.16.7 KM 0641826.0 |
 GW2340| DC5141 BEULAH RM 2                          18.111 METERS 18606     |
 GW2340| DC5139 BEULAH AZ MK                                       3461907.3 |
 GW2340|---------------------------------------------------------------------|
 GW2340
 GW2340                          SUPERSEDED SURVEY CONTROL
 GW2340
 GW2340  NAD 83(1986)-  37 08 20.60972(N)    078 31 41.05220(W) AD(       ) 3
 GW2340  NAD 27      -  37 08 20.05365(N)    078 31 42.04362(W) AD(       ) 3
 GW2340  NGVD 29 (07/19/86)  190.3    (m)          624.     (f) VERT ANG       
 GW2340
 GW2340.Superseded values are not recommended for survey control.
 GW2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2340.See file dsdata.txt to determine how the superseded data were derived.
 GW2340
 GW2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB1956013159(NAD 83)
 GW2340_MARKER: DS = TRIANGULATION STATION DISK
 GW2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2340+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 GW2340
 GW2340  HISTORY     - Date     Condition        Report By
 GW2340  HISTORY     - 1965     MONUMENTED       CGS
 GW2340  HISTORY     - 20010317 GOOD             USPSQD
 GW2340
 GW2340                          STATION DESCRIPTION
 GW2340
 GW2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2340'THE STATION IS LOCATED ON THE PROPERTY OF MR. A.M. DAVIS,
 GW2340'13 MILES SOUTHWEST OF FARMVILLE, 7-1/2 MILES NORTHWEST OF
 GW2340'KEYSVILLE, 1 MILE EAST OF THE SMALL SETTLEMENT OF ABILENE
 GW2340'AND 0.15 MILE SOUTH OF COUNTY ROUTES 671 AND 604 ALSO THE
 GW2340'CHARLOTTE-PRINCE EDWARD COUNTY LINE.
 GW2340'
 GW2340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15
 GW2340'AND 460 AND STATE HIGHWAY 45 IN FARMVILLE, GO SOUTHERLY ON
 GW2340'U.S. HIGHWAY 15 FOR 6.3 MILES TO THE JUNCTION OF COUNTY
 GW2340'ROUTE 665 AND THE WORSHAM GROCERY AND SERVICE STATION ON
 GW2340'THE LEFT.  TURN RIGHT AND GO WESTERLY ON COUNTY ROUTE 665
 GW2340'FOR 0.9 MILE TO A FORK, KEEP LEFT AND GO SOUTHWESTERLY ON
 GW2340'COUNTY ROUTE 665 FOR 0.65 MILE TO A FORK, KEEP LEFT AND GO
 GW2340'SOUTHWESTERLY ON COUNTY ROUTE 604 FOR 4.65 MILES TO COUNTY
 GW2340'ROUTE 666 ON THE RIGHT, CONTINUE STRAIGHT AHEAD SOUTHWESTERLY
 GW2340'ON COUNTY ROUTE 604 FOR 2.65 MILES TO A CROSSROAD, COUNTY
 GW2340'ROUTES 671 AND 604 AND THE COUNTY LINE AND ALSO A GROCERY
 GW2340'STORE AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT ON
 GW2340'COUNTY ROUTE 671 AND GO 0.15 MILE TO A TRACK ROAD ON THE
 GW2340'RIGHT AT AN OLD UNPAINTED BARN, TURN RIGHT AND GO
 GW2340'SOUTHERLY ON THE TRACK ROAD PASSING TO THE RIGHT OF
 GW2340'UNPAINTED BARN FOR 0.05 MILE TO WHERE THE TRACK ROAD
 GW2340'BEARS LEFT AND STATION ON THE RIGHT, BETWEEN THE TRACK
 GW2340'ROAD AND WIRE FENCE.
 GW2340'
 GW2340'THE STATION MARK IS 38 FEET NORTH OF THE CURVE IN TRACK ROAD,
 GW2340'35 FEET EAST OF T-FENCE CORNER, 13 FEET SOUTHEAST OF THE WIRE
 GW2340'FENCE AND 3.7 FEET SOUTH OF A METAL WITNESS SIGN.  IT IS A
 GW2340'STANDARD DISK STAMPED BEULAH 1965 SET IN A SQUARE CONCRETE
 GW2340'MONUMENT PROJECTING 2 INCHES.
 GW2340'
 GW2340'REFERENCE MARK NO. 1 IS 19 FEET SOUTHEAST OF THE WIRE FENCE
 GW2340'AND 13 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK
 GW2340'ROAD.  IT IS A STANDARD DISK STAMPED BEULAH NO 1 1965 SET IN
 GW2340'A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 GW2340'
 GW2340'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE APPROXIMATE CENTER
 GW2340'OF THE TRACK ROAD AND 1 FOOT EAST OF THE WIRE FENCE.  IT IS
 GW2340'A STANDARD DISK STAMPED BEULAH NO 2 1965 SET IN A SQUARE CONCRETE
 GW2340'MONUMENT PROJECTING 3 INCHES.
 GW2340'
 GW2340'THE AZIMUTH MARK IS 52 FEET NORTH OF THE APPROXIMATE CENTER
 GW2340'OF THE JUNCTION OF COUNTY ROUTES 671 AND 604, 30 FEET SOUTHEAST
 GW2340'OF THE SOUTHEAST CORNER OF GROCERY STORE AND 1 FOOT EAST OF
 GW2340'A METAL WITNESS SIGN.  IT IS A STANDARD DISK STAMPED BEULAH 1965
 GW2340'CEMENTED IN A DRILLED HOLE IN THE CONCRETE CULVERT ABUTMENT
 GW2340'AT DRIVEWAY.  THE AZIMUTH MARK IS IN PRINCE EDWARD COUNTY.
 GW2340'
 GW2340'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 GW2340
 GW2340                          STATION RECOVERY (2001)
 GW2340
 GW2340'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW2340'STATION MARK WAS FOUND IN GOOD CONDITION.  RM NO. 1 WAS NOT FOUND.  RM
 GW2340'NO.2 WAS FOUND DUG-UP AND REMOVED FROM ITS DESCRIBED LOCATION. MARKER
 GW2340'DISK RM 2 WAS RECLAIMED FOR RETURN TO NOAA.  AZIMUTH MARK WAS NOT
 GW2340'FOUND. GROCERY STORE IS GONE.  PROPERTY OWNERS ADVISED THAT JUNCTION
 GW2340'OF STATE ROADS 671 AND 604 WAS WIDENED AND CONCRETE CULVERT WAS
 GW2340'REMOVED AND HAS PROBABLY DESTROYED THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8340 ***********************************************************************
 HV8340  DESIGNATION -  BEULAH
 HV8340  PID         -  HV8340
 HV8340  STATE/COUNTY-  VA/FAIRFAX
 HV8340  USGS QUAD   -  ANNANDALE (1994)
 HV8340
 HV8340                         *CURRENT SURVEY CONTROL
 HV8340  ___________________________________________________________________
 HV8340* NAD 83(1993)-  38 45 05.57930(N)    077 09 35.77128(W)     ADJUSTED  
 HV8340* NAVD 88     -        74.9    (meters)     246.     (feet)  VERTCON   
 HV8340  ___________________________________________________________________
 HV8340  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HV8340  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV8340
 HV8340  HORZ ORDER  -  SECOND
 HV8340
 HV8340.The horizontal coordinates were established by classical geodetic methods
 HV8340.and adjusted by the National Geodetic Survey in November 1994..
 HV8340
 HV8340.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8340
 HV8340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8340
 HV8340.The geoid height was determined by GEOID03.
 HV8340
 HV8340;                    North         East     Units Scale Factor Converg.
 HV8340;SPC VA N     - 2,121,271.273 3,616,479.930   MT  0.99995111   +0 50 10.9
 HV8340;SPC VA N     - 6,959,537.50 11,865,067.90   sFT  0.99995111   +0 50 10.9
 HV8340;UTM  18      - 4,291,421.476   312,305.266   MT  1.00003384   -1 21 08.6
 HV8340
 HV8340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8340!SPC VA N     -   0.99999329  x   0.99995111  =   0.99994440
 HV8340!UTM  18      -   0.99999329  x   1.00003384  =   1.00002713
 HV8340
 HV8340                          SUPERSEDED SURVEY CONTROL
 HV8340
 HV8340  NAD 83(1993)-  38 45 05.57727(N)    077 09 35.77475(W) AD(       ) 2
 HV8340  NAD 83(1986)-  38 45 05.57817(N)    077 09 35.78459(W) AD(       ) 2
 HV8340  NGVD 29 (01/12/90)   75.1    (m)          246.     (f) VERT ANG       
 HV8340
 HV8340.Superseded values are not recommended for survey control.
 HV8340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8340.See file dsdata.txt to determine how the superseded data were derived.
 HV8340
 HV8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1230591421(NAD 83)
 HV8340_MARKER: DD = SURVEY DISK
 HV8340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8340_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8340_STAMPING: BEULAH 1969
 HV8340_MARK LOGO: VA-059
 HV8340_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8340+STABILITY: SURFACE MOTION
 HV8340
 HV8340  HISTORY     - Date     Condition        Report By
 HV8340  HISTORY     - 1969     MONUMENTED       VA-059
 HV8340  HISTORY     - 1975     GOOD             VA-059
 HV8340  HISTORY     - 19980106 GOOD             NGS
 HV8340
 HV8340                          STATION DESCRIPTION
 HV8340
 HV8340'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8340'STATION IS 2.2 MILES SOUTH EAST OF THE INTERSTATE 95 INTERCHANGE IN
 HV8340'SPRINGFIELD.
 HV8340'
 HV8340'FROM SPRINGFIELD PROCEED EAST ON FRANCONIA ROAD, ROUTE 644, 1.9 MILES
 HV8340'TO GAYFIELDS ROAD, THENCE SOUTH EAST ALONG GAYFIELDS ROAD FOR 0.3
 HV8340'MILES TO END OF ROAD AT POWER LINE.  STATION IS APPROXIMATELY 200 FEET
 HV8340'TO LEFT.  118.1 FEET NORTH WEST AND ABOUT 20.0 FEET HIGHER THAN EAST
 HV8340'LEG OF A POWER TRANSMISSION STEEL POLE.  SET IN A CONCRETE MASS.
 HV8340'
 HV8340'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BEULAH 1969---.
 HV8340
 HV8340                          STATION RECOVERY (1975)
 HV8340
 HV8340'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8340'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8340'DESCRIPTION.
 HV8340
 HV8340                          STATION RECOVERY (1998)
 HV8340
 HV8340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JW)
 HV8340'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0214 ***********************************************************************
 GX0214  DESIGNATION -  BEVERLY
 GX0214  PID         -  GX0214
 GX0214  STATE/COUNTY-  VA/ROANOKE
 GX0214  USGS QUAD   -  SALEM (1984)
 GX0214
 GX0214                         *CURRENT SURVEY CONTROL
 GX0214  ___________________________________________________________________
 GX0214* NAD 83(1993)-  37 17 14.31828(N)    080 06 32.89255(W)     ADJUSTED  
 GX0214* NAVD 88     -       348.137  (meters)    1142.18   (feet)  ADJUSTED  
 GX0214  ___________________________________________________________________
 GX0214  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GX0214  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GX0214  DYNAMIC HT  -         347.844 (meters)    1141.22  (feet)  COMP
 GX0214  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GX0214
 GX0214  HORZ ORDER  -  SECOND
 GX0214  VERT ORDER  -  FIRST     CLASS II
 GX0214
 GX0214.The horizontal coordinates were established by classical geodetic methods
 GX0214.and adjusted by the National Geodetic Survey in September 1995..
 GX0214
 GX0214.The orthometric height was determined by differential leveling
 GX0214.and adjusted by the National Geodetic Survey in June 1991..
 GX0214
 GX0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0214
 GX0214.The geoid height was determined by GEOID03.
 GX0214
 GX0214.The dynamic height is computed by dividing the NAVD 88
 GX0214.geopotential number by the normal gravity value computed on the
 GX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0214.degrees latitude (g = 980.6199 gals.).
 GX0214
 GX0214.The modeled gravity was interpolated from observed gravity values.
 GX0214
 GX0214;                    North         East     Units Scale Factor Converg.
 GX0214;SPC VA S     - 1,107,083.185 3,357,323.322   MT  0.99994638   -0 58 35.9
 GX0214;SPC VA S     - 3,632,155.42 11,014,818.27   sFT  0.99994638   -0 58 35.9
 GX0214;UTM  17      - 4,127,117.378   578,967.119   MT  0.99967681   +0 32 23.0
 GX0214
 GX0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0214!SPC VA S     -   0.99995043  x   0.99994638  =   0.99989681
 GX0214!UTM  17      -   0.99995043  x   0.99967681  =   0.99962725
 GX0214
 GX0214|---------------------------------------------------------------------|
 GX0214| PID    Reference Object                     Distance      Geod. Az  |
 GX0214|                                                           dddmmss.s |
 GX0214| GX0216 BEVERLY RM 1                         19.004 METERS 02823     |
 GX0214| GX3284 SALEM RAD STA WSLS W MAST           APPROX. 6.1 KM 0721259.1 |
 GX0214| GX3283 SALEM RAD STA WSLS E MAST           APPROX. 6.4 KM 0742503.1 |
 GX0214| GX3282 SALEM MUNICIPAL TANK                APPROX. 3.7 KM 0803447.4 |
 GX0214| GX0213 BEVERLY AZ MK                                      1582136.7 |
 GX0214| GX0215 BEVERLY RM 2                         39.678 METERS 28614     |
 GX0214| GX3288 LEWIS MTN LOOKOUT TOWER             APPROX. 4.5 KM 3322519.0 |
 GX0214|---------------------------------------------------------------------|
 GX0214
 GX0214                          SUPERSEDED SURVEY CONTROL
 GX0214
 GX0214  NAD 83(1993)-  37 17 14.32200(N)    080 06 32.89097(W) AD(       ) 2
 GX0214  NAD 83(1986)-  37 17 14.32129(N)    080 06 32.90534(W) AD(       ) 2
 GX0214  NAD 27      -  37 17 13.84440(N)    080 06 33.75930(W) AD(       ) 2
 GX0214  NGVD 29 (??/??/92)  348.308  (m)         1142.74   (f) ADJ UNCH    1 2
 GX0214
 GX0214.Superseded values are not recommended for survey control.
 GX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0214.See file dsdata.txt to determine how the superseded data were derived.
 GX0214
 GX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB7896727117(NAD 83)
 GX0214_MARKER: DS = TRIANGULATION STATION DISK
 GX0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0214_STAMPING: BEVERLY 1958
 GX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0214+STABILITY: SURFACE MOTION
 GX0214
 GX0214  HISTORY     - Date     Condition        Report By
 GX0214  HISTORY     - 1958     MONUMENTED       CGS
 GX0214  HISTORY     - 1959     GOOD             NGS
 GX0214  HISTORY     - 1980     MARK NOT FOUND   USGS
 GX0214  HISTORY     - 1990     GOOD             VADHT
 GX0214
 GX0214                          STATION DESCRIPTION
 GX0214
 GX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0214'STATION IS LOCATED IN A NEW HOUSING DEVELOPMENT ABOUT 3
 GX0214'MILES WEST OF SALEM (BEVERLY HEIGHT HOUSING DEVELOPMENT)
 GX0214'AND IS ABOUT 0.4 MILE NORTH OF U.S. HIGHWAYS 11 AND 460.
 GX0214'MR. C.C. KEESLING IS THE PRESIDENT OF THE HOUSING DEVELOPMENT.
 GX0214'
 GX0214'STATION, STAMPED BEVERLY 1958, SET FLUSH WITH THE SURFACE
 GX0214'OF THE GROUND, IT IS 196 FEET NORTHWEST OF THE CENTERLINE
 GX0214'OF SURFACE ROAD, 106 FEET NORTHEAST OF THE CENTERLINE OF
 GX0214'SURFACE STREET AND 8.8 FEET NORTH-NORTHEAST OF POWER POLE
 GX0214'10436.
 GX0214'
 GX0214'R.M. 1, STAMPED BEVERLY NO 1 1958, SET FLUSH WITH THE SURFACE
 GX0214'OF THE GROUND, IT IS 119 FEET SOUTHWEST OF POWER POLE 1043A,
 GX0214'70 FEET NORTH-NORTHWEST OF POWER POLE 10436 AND IS ABOUT 1
 GX0214'FOOT ABOVE THE ELEVATION OF THE STATION.
 GX0214'
 GX0214'R.M. 2, STAMPED BEVERLY NO 2 1958, SET FLUSH WITH THE SURFACE
 GX0214'OF THE GROUND, IT IS 32 FEET NORTHEAST OF THE CENTERLINE
 GX0214'OF SURFACED STREET, 3 FEET ABOVE THE ELEVATION OF THE STREET
 GX0214'AND 1 FOOT ABOVE THE ELEVATION OF THE STATION.
 GX0214'
 GX0214'AZIMUTH MARK, STAMPED BEVERLY 1958, SET FLUSH WITH THE SURFACE
 GX0214'OF THE GROUND, IT IS SET IN A TRIANGLE FORMED BY THE ROADS,
 GX0214'39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 33 FEET EAST
 GX0214'OF THE CENTERLINE OF THE ROAD AND 28 FEET WEST OF THE CENTERLINE
 GX0214'OF THE ROAD.
 GX0214'
 GX0214'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SALEM, GO
 GX0214'WEST ON U.S. HIGHWAYS 11 AND 460 FOR 3.0 MILES.  TURN RIGHT,
 GX0214'GO NORTH PAST SIGN READING BEVERLY HEIGHTS FOR 0.15 MILE
 GX0214'TO THE AZIMUTH MARK AT A Y-FORK.  KEEP LEFT FORK AND GO
 GX0214'NORTH FOR 0.25 MILE TO A CROSS STREET.  CONTINUE STRAIGHT
 GX0214'AHEAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 GX0214'
 GX0214'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX0214
 GX0214                          STATION RECOVERY (1959)
 GX0214
 GX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0214'1.6 MI NE FROM GLENVAR.
 GX0214'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE STATE POLICE
 GX0214'STATION AT GLENVAR, THENCE ABOUT 0.4 MILE NORTH ALONG ROAD NO
 GX0214'1114, 92 YARDS NORTHWEST OF THE INTERSECTION OF ROAD NO 1117
 GX0214'LEADING NORTHEAST AND SOUTHWEST, 103 FEET NORTHEAST OF THE CENTER
 GX0214'LINE OF ROAD 1114, 180 FEET NORTHWEST OF THE CENTER LINE OF ROAD
 GX0214'1117 LEADING NORTHEAST, 9 FEET NORTH-NORTHEAST OF POWER LINE
 GX0214'POLE 250-551 1043 G, 62.4 FEET SOUTH-SOUTHWEST OF RM 1, 130.2
 GX0214'FEET EAST-SOUTHEAST OF RM 2, 180 FEET NORTHWEST OF THE CENTER OF
 GX0214'A MANHOLE COVER IN THE CENTER LINE OF ROAD 1117 LEADING NORTHEAST,
 GX0214'ABOUT LEVEL WITH ROAD 1114, AND SET IN TOP OF A CONCRETE POST 0.3
 GX0214'FOOT BELOW THE SURFACE OF THE GROUND.
 GX0214
 GX0214                          STATION RECOVERY (1980)
 GX0214
 GX0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 GX0214'STATION AND REFERENCE MARKS WERE NOT FOUND - NEW HOUSES HAVE BEEN
 GX0214'BUILT AT THE SITE - PROBABLY DESTROYED.
 GX0214
 GX0214                          STATION RECOVERY (1990)
 GX0214
 GX0214'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 GX0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0213 ***********************************************************************
 GX0213  DESIGNATION -  BEVERLY AZ MK
 GX0213  PID         -  GX0213
 GX0213  STATE/COUNTY-  VA/ROANOKE
 GX0213  USGS QUAD   -  SALEM (1984)
 GX0213
 GX0213                         *CURRENT SURVEY CONTROL
 GX0213  ___________________________________________________________________
 GX0213* NAD 83(1986)-  37 16 59.     (N)    080 06 25.     (W)     SCALED    
 GX0213* NAVD 88     -       333.408  (meters)    1093.86   (feet)  ADJUSTED  
 GX0213  ___________________________________________________________________
 GX0213  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GX0213  DYNAMIC HT  -         333.127 (meters)    1092.93  (feet)  COMP
 GX0213  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 GX0213
 GX0213  VERT ORDER  -  FIRST     CLASS II
 GX0213
 GX0213.The horizontal coordinates were scaled from a topographic map and have
 GX0213.an estimated accuracy of +/- 6 seconds.
 GX0213
 GX0213.The orthometric height was determined by differential leveling
 GX0213.and adjusted by the National Geodetic Survey in June 1991..
 GX0213
 GX0213.The geoid height was determined by GEOID03.
 GX0213
 GX0213.The dynamic height is computed by dividing the NAVD 88
 GX0213.geopotential number by the normal gravity value computed on the
 GX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0213.degrees latitude (g = 980.6199 gals.).
 GX0213
 GX0213.The modeled gravity was interpolated from observed gravity values.
 GX0213
 GX0213;                    North         East    Units  Estimated Accuracy
 GX0213;SPC VA S     - 1,106,610.    3,357,510.      MT  (+/- 180 meters Scaled)
 GX0213
 GX0213                          SUPERSEDED SURVEY CONTROL
 GX0213
 GX0213  NGVD 29 (??/??/92)  333.578  (m)         1094.41   (f) ADJ UNCH    1 2
 GX0213
 GX0213.Superseded values are not recommended for survey control.
 GX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0213.See file dsdata.txt to determine how the superseded data were derived.
 GX0213
 GX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB791266(NAD 83)
 GX0213_MARKER: DZ = AZIMUTH MARK DISK
 GX0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0213_STAMPING: BEVERLY 1958
 GX0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0213+STABILITY: SURFACE MOTION
 GX0213
 GX0213  HISTORY     - Date     Condition        Report By
 GX0213  HISTORY     - 1958     MONUMENTED       CGS
 GX0213  HISTORY     - 1959     GOOD             NGS
 GX0213
 GX0213                          STATION DESCRIPTION
 GX0213
 GX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0213'1.4 MI NE FROM GLENVAR.
 GX0213'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE STATE POLICE
 GX0213'STATION AT GLENVAR, THENCE ABOUT 0.1 MILE NORTH ALONG ROAD NO
 GX0213'1114, 0.1 MILE NORTH OF A LARGE BRICK SIGN BEVERLY HEIGHTS, IN
 GX0213'THE CENTER OF A TRIANGLE FORMED BY ROAD JUNCTIONS, 37 FEET NORTH
 GX0213'OF THE CENTER LINE OF ROAD, 30 FEET EAST OF THE CENTER LINE OF
 GX0213'ROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 97 FEET
 GX0213'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 GX0213'RED BRICK ONE-STORY HOUSE, ABOUT LEVEL WITH THE ROADS, AND SET IN
 GX0213'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS MARK CAN
 GX0213'BE REACHED FROM SALEM BY GOING ABOUT 3.05 MILES SOUTHWEST ALONG
 GX0213'U.S. HIGHWAY 11 FROM THE POST OFFICE, THENCE ABOUT 0.1 MILE NORTH
 GX0213'ALONG ROAD NO 1114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0216 ***********************************************************************
 GX0216  DESIGNATION -  BEVERLY RM 1
 GX0216  PID         -  GX0216
 GX0216  STATE/COUNTY-  VA/ROANOKE
 GX0216  USGS QUAD   -  SALEM (1984)
 GX0216
 GX0216                         *CURRENT SURVEY CONTROL
 GX0216  ___________________________________________________________________
 GX0216* NAD 83(1986)-  37 17 13.     (N)    080 06 32.     (W)     SCALED    
 GX0216* NAVD 88     -       348.589  (meters)    1143.66   (feet)  ADJUSTED  
 GX0216  ___________________________________________________________________
 GX0216  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GX0216  DYNAMIC HT  -         348.295 (meters)    1142.70  (feet)  COMP
 GX0216  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GX0216
 GX0216  VERT ORDER  -  FIRST     CLASS II
 GX0216
 GX0216.The horizontal coordinates were scaled from a topographic map and have
 GX0216.an estimated accuracy of +/- 6 seconds.
 GX0216
 GX0216.The orthometric height was determined by differential leveling
 GX0216.and adjusted by the National Geodetic Survey in June 1991..
 GX0216
 GX0216.The geoid height was determined by GEOID03.
 GX0216
 GX0216.The dynamic height is computed by dividing the NAVD 88
 GX0216.geopotential number by the normal gravity value computed on the
 GX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0216.degrees latitude (g = 980.6199 gals.).
 GX0216
 GX0216.The modeled gravity was interpolated from observed gravity values.
 GX0216
 GX0216;                    North         East    Units  Estimated Accuracy
 GX0216;SPC VA S     - 1,107,040.    3,357,350.      MT  (+/- 180 meters Scaled)
 GX0216
 GX0216                          SUPERSEDED SURVEY CONTROL
 GX0216
 GX0216  NGVD 29 (??/??/92)  348.760  (m)         1144.22   (f) ADJ UNCH    1 2
 GX0216
 GX0216.Superseded values are not recommended for survey control.
 GX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0216.See file dsdata.txt to determine how the superseded data were derived.
 GX0216
 GX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB789270(NAD 83)
 GX0216_MARKER: DR = REFERENCE MARK DISK
 GX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0216_STAMPING: BEVERLY NO 1 1958
 GX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0216+STABILITY: SURFACE MOTION
 GX0216
 GX0216  HISTORY     - Date     Condition        Report By
 GX0216  HISTORY     - 1958     MONUMENTED       CGS
 GX0216  HISTORY     - 1959     GOOD             NGS
 GX0216
 GX0216                          STATION DESCRIPTION
 GX0216
 GX0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0216'1.6 MI NE FROM GLENVAR.
 GX0216'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE STATE POLICE
 GX0216'STATION AT GLENVAR, THENCE ABOUT 0.4 MILE NORTH ALONG ROAD NO
 GX0216'1114, 179 FEET NORTHWEST OF THE CENTER LINE OF ROAD NO 1117, 160
 GX0216'FEET NORTHEAST OF THE CENTER LINE OF ROAD NO 1114, 185 FEET
 GX0216'NORTHWEST OF THE CENTER OF A MANHOLE COVER IN THE CENTER OF THE
 GX0216'JUNCTION OF ROADS 1117 AND 1118, 71 1/2 FEET NORTHEAST OF POWER
 GX0216'LINE POLE 250-551 1043 G, 62.4 FEET NORTHEAST OF BEVERLY, 155.6
 GX0216'FEET EAST OF RM 2, ABOUT LEVEL WITH ROAD NO 1114, AND SET IN THE
 GX0216'TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0215 ***********************************************************************
 GX0215  DESIGNATION -  BEVERLY RM 2
 GX0215  PID         -  GX0215
 GX0215  STATE/COUNTY-  VA/ROANOKE
 GX0215  USGS QUAD   -  SALEM (1984)
 GX0215
 GX0215                         *CURRENT SURVEY CONTROL
 GX0215  ___________________________________________________________________
 GX0215* NAD 83(1986)-  37 17 13.     (N)    080 06 32.     (W)     SCALED    
 GX0215* NAVD 88     -       349.495  (meters)    1146.63   (feet)  ADJUSTED  
 GX0215  ___________________________________________________________________
 GX0215  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GX0215  DYNAMIC HT  -         349.201 (meters)    1145.67  (feet)  COMP
 GX0215  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 GX0215
 GX0215  VERT ORDER  -  FIRST     CLASS II
 GX0215
 GX0215.The horizontal coordinates were scaled from a topographic map and have
 GX0215.an estimated accuracy of +/- 6 seconds.
 GX0215
 GX0215.The orthometric height was determined by differential leveling
 GX0215.and adjusted by the National Geodetic Survey in June 1991..
 GX0215
 GX0215.The geoid height was determined by GEOID03.
 GX0215
 GX0215.The dynamic height is computed by dividing the NAVD 88
 GX0215.geopotential number by the normal gravity value computed on the
 GX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0215.degrees latitude (g = 980.6199 gals.).
 GX0215
 GX0215.The modeled gravity was interpolated from observed gravity values.
 GX0215
 GX0215;                    North         East    Units  Estimated Accuracy
 GX0215;SPC VA S     - 1,107,040.    3,357,350.      MT  (+/- 180 meters Scaled)
 GX0215
 GX0215                          SUPERSEDED SURVEY CONTROL
 GX0215
 GX0215  NGVD 29 (??/??/92)  349.666  (m)         1147.20   (f) ADJ UNCH    1 2
 GX0215
 GX0215.Superseded values are not recommended for survey control.
 GX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0215.See file dsdata.txt to determine how the superseded data were derived.
 GX0215
 GX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB789270(NAD 83)
 GX0215_MARKER: DR = REFERENCE MARK DISK
 GX0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0215_STAMPING: BEVERLY NO 2 1958
 GX0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0215+STABILITY: SURFACE MOTION
 GX0215
 GX0215  HISTORY     - Date     Condition        Report By
 GX0215  HISTORY     - 1958     MONUMENTED       CGS
 GX0215  HISTORY     - 1959     GOOD             NGS
 GX0215
 GX0215                          STATION DESCRIPTION
 GX0215
 GX0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0215'1.6 MI NE FROM GLENVAR.
 GX0215'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE STATE POLICE
 GX0215'STATION AT GLENVAR, THENCE ABOUT 0.4 MILE NORTH ALONG ROAD NO 1114,
 GX0215'30 1/2 FEET NORTHEAST OF THE CENTER LINE OF ROAD NO 1114, 129
 GX0215'FEET WEST-NORTHWEST OF A POWER LINE POLE, 130.2 FEET WEST-NORTHWEST
 GX0215'OF BEVERLY, 155.6 FEET WEST OF RM 1, ABOUT LEVEL WITH THE ROAD,
 GX0215'AND SET IN TOP OF A CONCRETE POST 0.1 FOOT BELOW THE LEVEL OF THE
 GX0215'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6179 ***********************************************************************
 GV6179  DESIGNATION -  BEWD
 GV6179  PID         -  GV6179
 GV6179  STATE/COUNTY-  VA/LANCASTER
 GV6179  USGS QUAD   -  LIVELY (1992)
 GV6179
 GV6179                         *CURRENT SURVEY CONTROL
 GV6179  ___________________________________________________________________
 GV6179* NAD 83(1993)-  37 48 03.71551(N)    076 34 10.87754(W)     ADJUSTED  
 GV6179* NAVD 88     -        31.2    (meters)     102.     (feet)  GPS OBS   
 GV6179  ___________________________________________________________________
 GV6179  X           -   1,171,995.000 (meters)                     COMP
 GV6179  Y           -  -4,908,000.950 (meters)                     COMP
 GV6179  Z           -   3,888,015.706 (meters)                     COMP
 GV6179  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV6179  ELLIP HEIGHT-          -3.22  (meters)          (09/08/95) GPS OBS
 GV6179  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 GV6179
 GV6179  HORZ ORDER  -  SECOND
 GV6179  ELLP ORDER  -  FOURTH    CLASS II
 GV6179
 GV6179.The horizontal coordinates were established by GPS observations
 GV6179.and adjusted by the National Geodetic Survey in November 1994..
 GV6179
 GV6179.The orthometric height was determined by GPS observations and a
 GV6179.high-resolution geoid model.
 GV6179
 GV6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6179
 GV6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6179
 GV6179.The ellipsoidal height was determined by GPS observations
 GV6179.and is referenced to NAD 83.
 GV6179
 GV6179.The geoid height was determined by GEOID03.
 GV6179
 GV6179;                    North         East     Units Scale Factor Converg.
 GV6179;SPC VA S     - 1,164,619.310 3,669,984.815   MT  0.99997396   +1 10 17.6
 GV6179;SPC VA S     - 3,820,921.85 12,040,608.51   sFT  0.99997396   +1 10 17.6
 GV6179;UTM  18      - 4,184,899.882   361,809.712   MT  0.99983521   -0 57 44.1
 GV6179
 GV6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6179!SPC VA S     -   1.00000051  x   0.99997396  =   0.99997447
 GV6179!UTM  18      -   1.00000051  x   0.99983521  =   0.99983572
 GV6179
 GV6179                          SUPERSEDED SURVEY CONTROL
 GV6179
 GV6179  ELLIP H (11/14/94)   -3.35   (m)                       GP(       ) 4 2
 GV6179  NAD 83(1993)-  37 48 03.71471(N)    076 34 10.89573(W) AD(       ) 2
 GV6179
 GV6179.Superseded values are not recommended for survey control.
 GV6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6179.See file dsdata.txt to determine how the superseded data were derived.
 GV6179
 GV6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6181084900(NAD 83)
 GV6179_MARKER: DD = SURVEY DISK
 GV6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6179_SP_SET: CONCRETE POST
 GV6179_STAMPING: BEWD 1992
 GV6179_MARK LOGO: NOS   
 GV6179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GV6179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV6179+STABILITY: POSITION/ELEVATION WELL
 GV6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6179+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 GV6179
 GV6179  HISTORY     - Date     Condition        Report By
 GV6179  HISTORY     - 1992     MONUMENTED       NOS
 GV6179  HISTORY     - 19980731 GOOD             USPSQD
 GV6179  HISTORY     - 20021129 GOOD             USPSQD
 GV6179  HISTORY     - 20050310 GOOD             JCLS
 GV6179
 GV6179                          STATION DESCRIPTION
 GV6179
 GV6179'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 GV6179'THE STATION IS LOCATED ABOUT 15.5 MI (24.94 KM) SOUTHEAST OF WARSAW
 GV6179'AND 3.8 MI (6.12 KM) NORTHWEST OF THE TOWN OF LIVELY, IN THE NORTHERN
 GV6179'NECK AREA, IN THE TOWN OF LITWALTON, AT THE INTERSECTION OF STATE
 GV6179'ROUTES 354 AND 622, IN THE NORTHEAST QUADRANT OF THE RIGHT OF WAY.
 GV6179'TO REACH THE STATION FROM THE POST OFFICE IN LIVELY, PROCEED NORTH ALO
 GV6179'STATE ROUTE 3 FOR 1.25 MI (2.01 KM) TO A CROSSROADS AND ROUTE 622 ON
 GV6179'THE LEFT.  TURN LEFT AND PROCEED WEST ALONG ROUTE 622 FOR 1.25 MI
 GV6179'(2.01 KM) TO ROUTE 618 ON THE RIGHT, CONTINUE WEST ALONG ROUTE 622 FOR
 GV6179'0.45 MILE TO NUTTSVILLE AND A FORK IN THE ROAD.  TAKE THE RIGHT FORK
 GV6179'(ROUTE 622)AND PROCEED WEST AND NORTHWEST FOR 1.2 MI (1.93 KM) TO THE
 GV6179'STATION ON THE RIGHT JUST BEFORE STATE ROUTE 354.
 GV6179'THE SATION MARK IS
 GV6179'AN NOS ALUMINUM DISK STAMPED ---BEWD 1992---, CRIMPED TO THE TOP OF AN
 GV6179'ALUMINUM ROD DRIVEN 1.07 M (3.51 FT) INTO THE GROUND AND SURROUNDED BY
 GV6179'A ROUND CONCRETE MONUMENT RECESSED 0.1 M (0.33 FT)  BELOW GROUND, IT
 GV6179'IS 26.20 M (85.96 FT) NORTH OF THE CENTERLINE OF ROUTE 622, 21.9 M
 GV6179'(71.85 FT) WEST OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVE, 14.05
 GV6179'M (46.10 FT) EAST OF THE CENTERLINE OF ROUTE 354 AND 5.55 M
 GV6179'(18.21 FT)  EAST-NORTHEAST OF A HISTORICAL MARKER.
 GV6179
 GV6179                          STATION RECOVERY (1998)
 GV6179
 GV6179'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6179'RECOVERED IN GOOD CONDITION.
 GV6179
 GV6179                          STATION RECOVERY (2002)
 GV6179
 GV6179'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV6179'RECOVERED IN GOOD CONDITION.
 GV6179
 GV6179                          STATION RECOVERY (2005)
 GV6179
 GV6179'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 GV6179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1780 ***********************************************************************
 GV1780  DESIGNATION -  BH 3 USE
 GV1780  PID         -  GV1780
 GV1780  STATE/COUNTY-  VA/CHESTERFIELD
 GV1780  USGS QUAD   -  HOPEWELL (1994)
 GV1780
 GV1780                         *CURRENT SURVEY CONTROL
 GV1780  ___________________________________________________________________
 GV1780* NAD 83(1986)-  37 20 30.     (N)    077 16 18.     (W)     SCALED    
 GV1780* NAVD 88     -         2.099  (meters)       6.89   (feet)  ADJUSTED  
 GV1780  ___________________________________________________________________
 GV1780  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV1780  DYNAMIC HT  -           2.098 (meters)       6.88  (feet)  COMP
 GV1780  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 GV1780
 GV1780  VERT ORDER  -  SECOND    CLASS 0
 GV1780
 GV1780.The horizontal coordinates were scaled from a topographic map and have
 GV1780.an estimated accuracy of +/- 6 seconds.
 GV1780
 GV1780.The orthometric height was determined by differential leveling
 GV1780.and adjusted by the National Geodetic Survey in June 1991..
 GV1780
 GV1780.The geoid height was determined by GEOID03.
 GV1780
 GV1780.The dynamic height is computed by dividing the NAVD 88
 GV1780.geopotential number by the normal gravity value computed on the
 GV1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1780.degrees latitude (g = 980.6199 gals.).
 GV1780
 GV1780.The modeled gravity was interpolated from observed gravity values.
 GV1780
 GV1780;                    North         East    Units  Estimated Accuracy
 GV1780;SPC VA S     - 1,112,610.    3,608,840.      MT  (+/- 180 meters Scaled)
 GV1780
 GV1780                          SUPERSEDED SURVEY CONTROL
 GV1780
 GV1780  NGVD 29 (??/??/??)    2.443  (m)            8.02   (f) ADJUSTED    2 0
 GV1780
 GV1780.Superseded values are not recommended for survey control.
 GV1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1780.See file dsdata.txt to determine how the superseded data were derived.
 GV1780
 GV1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG987351(NAD 83)
 GV1780_MARKER: DD = SURVEY DISK
 GV1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1780_STAMPING: BM BH 3
 GV1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1780+STABILITY: SURFACE MOTION
 GV1780
 GV1780  HISTORY     - Date     Condition        Report By
 GV1780  HISTORY     - 1942     MONUMENTED       DOD
 GV1780  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 GV1780  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV1780  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV1780  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1780
 GV1780                          STATION DESCRIPTION
 GV1780
 GV1780'DESCRIBED BY US DEPARTMENT OF DEFENSE 1942
 GV1780'AT BERMUDA HUNDRED.
 GV1780'AT BERMUDA HUNDERED, CHESTERFIELD COUNTY, ON SECONDARY STATE
 GV1780'HIGHWAY 618, 3.0 MILES EAST OF THE INTERSECTION OF SECONDARY
 GV1780'STATE HIGHWAY 619, IN THE NORTHEAST CORNER OF A SMALL PASTURE,
 GV1780'AT A ROAD INTERSECTION, IN THE SOUTHWEST QUARTER OF THE
 GV1780'INTERSECTION, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GV1780'16 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD,
 GV1780'3.6 FEET EAST OF THE EAST EDGE OF A STONE MONUMENT, AND 0.8 FOOT
 GV1780'NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS,
 GV1780'U.S. ARMY, STANDARD DISK, STAMPED BM BH 3 AND SET IN THE TOP
 GV1780'OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1780
 GV1780                          STATION RECOVERY (1974)
 GV1780
 GV1780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GV1780'MARK NOT FOUND.
 GV1780
 GV1780                          STATION RECOVERY (1994)
 GV1780
 GV1780'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1780'MARK NOT FOUND.
 GV1780
 GV1780                          STATION RECOVERY (1999)
 GV1780
 GV1780'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1780'MARK NOT FOUND.
 GV1780
 GV1780                          STATION RECOVERY (2004)
 GV1780
 GV1780'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV1780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2270 ***********************************************************************
 GW2270  DESIGNATION -  BIG
 GW2270  PID         -  GW2270
 GW2270  STATE/COUNTY-  VA/BOTETOURT
 GW2270  USGS QUAD   -  EAGLE ROCK (1985)
 GW2270
 GW2270                         *CURRENT SURVEY CONTROL
 GW2270  ___________________________________________________________________
 GW2270* NAD 83(1993)-  37 43 06.45466(N)    079 49 13.41222(W)     ADJUSTED  
 GW2270* NAVD 88     -       479.8    (meters)    1574.     (feet)  VERTCON   
 GW2270  ___________________________________________________________________
 GW2270  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GW2270  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW2270
 GW2270  HORZ ORDER  -  THIRD
 GW2270
 GW2270.The horizontal coordinates were established by classical geodetic methods
 GW2270.and adjusted by the National Geodetic Survey in November 1994..
 GW2270
 GW2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2270
 GW2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2270
 GW2270.The geoid height was determined by GEOID03.
 GW2270
 GW2270;                    North         East     Units Scale Factor Converg.
 GW2270;SPC VA S     - 1,154,530.867 3,383,592.700   MT  0.99996411   -0 48 05.0
 GW2270;SPC VA S     - 3,787,823.35 11,101,003.72   sFT  0.99996411   -0 48 05.0
 GW2270;UTM  17      - 4,175,233.059   603,962.959   MT  0.99973313   +0 43 18.2
 GW2270
 GW2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2270!SPC VA S     -   0.99992978  x   0.99996411  =   0.99989389
 GW2270!UTM  17      -   0.99992978  x   0.99973313  =   0.99966293
 GW2270
 GW2270:                Primary Azimuth Mark                     Grid Az
 GW2270:SPC VA S     -  GALA ATL SEABOARD COMPRESS TK            166 27 59.2
 GW2270:UTM  17      -  GALA ATL SEABOARD COMPRESS TK            164 56 36.0
 GW2270
 GW2270|---------------------------------------------------------------------|
 GW2270| PID    Reference Object                     Distance      Geod. Az  |
 GW2270|                                                           dddmmss.s |
 GW2270| GW2273 GALA ATL SEABOARD COMPRESS TK       APPROX. 3.3 KM 1653954.2 |
 GW2270| GW2271 EAGLE ROCK LOOKOUT TOWER            APPROX. 9.6 KM 1851942.8 |
 GW2270| DC3815 BIG RM 1                             23.321 METERS 23810     |
 GW2270| DC3816 BIG RM 2                             24.896 METERS 35247     |
 GW2270|---------------------------------------------------------------------|
 GW2270
 GW2270                          SUPERSEDED SURVEY CONTROL
 GW2270
 GW2270  NAD 83(1986)-  37 43 06.45474(N)    079 49 13.42788(W) AD(       ) 3
 GW2270  NAD 27      -  37 43 05.99427(N)    079 49 14.25562(W) AD(       ) 3
 GW2270  NGVD 29 (07/19/86)  480.0    (m)         1575.     (f) VERT ANG       
 GW2270
 GW2270.Superseded values are not recommended for survey control.
 GW2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2270.See file dsdata.txt to determine how the superseded data were derived.
 GW2270
 GW2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0396375233(NAD 83)
 GW2270_MARKER: DS = TRIANGULATION STATION DISK
 GW2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2270
 GW2270  HISTORY     - Date     Condition        Report By
 GW2270  HISTORY     - 1964     MONUMENTED       CGS
 GW2270
 GW2270                          STATION DESCRIPTION
 GW2270
 GW2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2270'THE STATION IS LOCATED ON THE PROPERTY OF MRS. FRAZIER, 9
 GW2270'MILES SOUTH OF CLIFTON FORGE, 2.5 MILES NORTH OF GALA ON
 GW2270'BIG MOUNTAIN.
 GW2270'
 GW2270'TO REACH THE STATION FROM THE ATLANTIC SEABOARD NATURAL GAS
 GW2270'COMPRESSOR STATION IN GALA, GO NORTH ON U.S. HIGHWAY 220
 GW2270'FOR 0.55 MILE, TURN LEFT ON COUNTY ROAD 622 AND GO 1.0 MILE
 GW2270'TO A FARM HOUSE ON THE RIGHT AND SHED ON THE LEFT, CONTINUE
 GW2270'NORTHERLY FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT, TURN
 GW2270'SHARP RIGHT ON TRACK ROAD AND GO 0.9 MILE TO A TRACK ROAD
 GW2270'ON THE LEFT JUST BEFORE REACHING AN ABANDONED HOUSE, TURN
 GW2270'LEFT AND FOLLOW ALONG EAST EDGE OF THE WOODS FOR 0.15 MILE
 GW2270'TO THE STATION ON THE RIGHT AT THE NORTH END OF AN OLD
 GW2270'ORCHARD.
 GW2270'
 GW2270'THE STATION MARK IS 56 FEET SOUTHEAST OF THE EDGE OF WOODS
 GW2270'AND 3.2 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 GW2270'DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT AND IS STAMPED
 GW2270'BIG 1964.
 GW2270'
 GW2270'REFERENCE MARK NO. 1 IS 73.5 FEET WEST OF A METAL WITNESS POST,
 GW2270'14 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 GW2270'AND AT THE SOUTH EDGE OF WOODS.  IT IS A STANDARD DISK SET
 GW2270'IN A FLUSH SQUARE CONCRETE MONUMENT AND IS STAMPED BIG NO 1
 GW2270'1964.
 GW2270'
 GW2270'REFERENCE MARK NO. 2 IS 82.2 FEET NORTH OF A METAL WITNESS POST
 GW2270'AND AT THE SOUTH EDGE OF WOODS.  IT IS A STANDARD DISK SET IN
 GW2270'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 GW2270'STAMPED BIG NO 2 1964.
 GW2270'
 GW2270'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3391 ***********************************************************************
 GX3391  DESIGNATION -  BIG
 GX3391  PID         -  GX3391
 GX3391  STATE/COUNTY-  VA/WYTHE
 GX3391  USGS QUAD   -  BIG BEND (1977)
 GX3391
 GX3391                         *CURRENT SURVEY CONTROL
 GX3391  ___________________________________________________________________
 GX3391* NAD 83(1993)-  37 02 05.97814(N)    081 08 23.68517(W)     ADJUSTED  
 GX3391* NAVD 88     -      1150.90   (+/-2cm)    3775.9    (feet)  VERTCON   
 GX3391  ___________________________________________________________________
 GX3391  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 GX3391  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GX3391
 GX3391  HORZ ORDER  -  THIRD
 GX3391  VERT ORDER  -  THIRD ? (See Below)
 GX3391
 GX3391.The horizontal coordinates were established by classical geodetic methods
 GX3391.and adjusted by the National Geodetic Survey in September 1995..
 GX3391
 GX3391.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3391.The vertical order pertains to the NGVD 29 superseded value.
 GX3391
 GX3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3391
 GX3391.The geoid height was determined by GEOID03.
 GX3391
 GX3391;                    North         East     Units Scale Factor Converg.
 GX3391;SPC VA S     - 1,081,149.928 3,265,164.202   MT  0.99996214   -1 36 08.0
 GX3391;SPC VA S     - 3,547,072.72 10,712,459.55   sFT  0.99996214   -1 36 08.0
 GX3391;UTM  17      - 4,098,763.523   487,556.836   MT  0.99960191   -0 05 03.4
 GX3391
 GX3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3391!SPC VA S     -   0.99982427  x   0.99996214  =   0.99978642
 GX3391!UTM  17      -   0.99982427  x   0.99960191  =   0.99942625
 GX3391
 GX3391|---------------------------------------------------------------------|
 GX3391| PID    Reference Object                     Distance      Geod. Az  |
 GX3391|                                                           dddmmss.s |
 GX3391| DC3813 BIG RM 1                             20.839 METERS 04333     |
 GX3391| DC3812 BIG AZ MK                                          0710239.3 |
 GX3391| GX3390 BIG WALKER MTN VAFS MAST            APPROX. 3.1 KM 2484227.7 |
 GX3391| DC3814 BIG RM 2                             24.923 METERS 25653     |
 GX3391|---------------------------------------------------------------------|
 GX3391
 GX3391                          SUPERSEDED SURVEY CONTROL
 GX3391
 GX3391  NAD 83(1986)-  37 02 05.98402(N)    081 08 23.68170(W) AD(       ) 3
 GX3391  NAD 27      -  37 02 05.55460(N)    081 08 24.35069(W) AD(       ) 3
 GX3391  NGVD 29 (07/19/86) 1150.96   (m)         3776.1    (f) LEVELING    3  
 GX3391
 GX3391.Superseded values are not recommended for survey control.
 GX3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3391.See file dsdata.txt to determine how the superseded data were derived.
 GX3391
 GX3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8755798764(NAD 83)
 GX3391_MARKER: DS = TRIANGULATION STATION DISK
 GX3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3391
 GX3391  HISTORY     - Date     Condition        Report By
 GX3391  HISTORY     - 1963     MONUMENTED       CGS
 GX3391
 GX3391                          STATION DESCRIPTION
 GX3391
 GX3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3391'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF WYTHEVILLE,
 GX3391'5 MILES SOUTHWEST OF BLAND AND 5-1/2 MILES NORTHEAST OF WHERE
 GX3391'U.S. HIGHWAY 21 AND 52 CROSS OVER WALKER MOUNTAIN, IN THE
 GX3391'JEFFERSON NATIONAL FOREST.
 GX3391'
 GX3391'TO REACH THE STATION FROM THE POST OFFICE IN WYTHEVILLE, GO
 GX3391'SOUTHWEST ON MAIN STREET (U.S. HIGHWAY 11) FOR 0.15 MILE
 GX3391'TO 4TH STREET (U.S. HIGHWAYS 21 AND 52), TURN RIGHT, WEST,
 GX3391'ON U.S. HIGHWAYS 21 AND 52 AND GO 12.7 MILES TO TOP OF WALKER
 GX3391'MOUNTAIN AND A GRAVELED ROAD RIGHT, THIS IS JUST EAST OF
 GX3391'THE BIG WALKER MOUNTAIN RESTAURANT, TURN SHARP RIGHT, NORTHEAST
 GX3391'AND FOLLOW GRAVELED ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT,
 GX3391'SIGN BIG BEND PICNICKING AREA, CONTINUE ON GRAVELED ROAD
 GX3391'FOR 2.0 MILES TO THE STATION ON THE LEFT, THE ROAD SLOPES
 GX3391'DOWN HILL FROM HERE.
 GX3391'
 GX3391'THE STATION MARK IS 75 FEET NORTH OF THE APPROXIMATE CENTER
 GX3391'OF GRAVELED ROAD, 28 FEET SOUTH OF A ROW OF BOULDERS, 18.5
 GX3391'FEET NORTHEAST OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE
 GX3391'AND 4.1 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS
 GX3391'A STANDARD DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 GX3391'2-INCHES AND STAMPED BIG 1963.
 GX3391'
 GX3391'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE APPROXIMATE
 GX3391'CENTER OF GRAVELED ROAD, 2.3 FEET NORTHWEST OF A 10-INCH
 GX3391'OAK TREE AND 1.1 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER
 GX3391'IT IS IN.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 GX3391'HOLE IN A BOULDER, WHICH PROJECTS 10-INCHES AND STAMPED BIG
 GX3391'NO 1 1963.
 GX3391'
 GX3391'REFERENCE MARK NO 2 IS 108 FEET NORTH OF THE APPROXIMATE
 GX3391'CENTER OF GRAVELED ROAD, AND 2.6 FEET EAST OF THE NORTHWEST
 GX3391'CORNER OF THE BOULDER IT IS IN.  THE MARK IS A STANDARD DISK
 GX3391'CEMENTED IN A 6X6 FOOT BOULDER, WHICH PROJECTS 10-INCHES
 GX3391'AND STAMPED BIG NO 2 1963.
 GX3391'
 GX3391'AZIMUTH MARK IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 GX3391'GRAVELED ROAD, 6.5 FEET WEST OF A METAL WITNESS POST AND
 GX3391'ABOUT 4 FEET HIGHER THAN THE ROAD.  THE MARK IS A STANDARD
 GX3391'DISK CEMENTED IN A DRILL HOLE IN A BOULDER, WHICH PROJECTS
 GX3391'3 FOOT AND STAMPED BIG 1963.
 GX3391'
 GX3391'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 GX3391'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 GX3391'
 GX3391'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3559 ***********************************************************************
 HV3559  DESIGNATION -  BIG
 HV3559  PID         -  HV3559
 HV3559  STATE/COUNTY-  VA/ARLINGTON
 HV3559  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3559
 HV3559                         *CURRENT SURVEY CONTROL
 HV3559  ___________________________________________________________________
 HV3559* NAD 83(1993)-  38 55 16.48810(N)    077 06 30.06574(W)     ADJUSTED  
 HV3559* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV3559  ___________________________________________________________________
 HV3559  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV3559  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV3559
 HV3559  HORZ ORDER  -  SECOND
 HV3559
 HV3559.The horizontal coordinates were established by classical geodetic methods
 HV3559.and adjusted by the National Geodetic Survey in November 1994..
 HV3559
 HV3559.The orthometric height was scaled from a topographic map.
 HV3559
 HV3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3559
 HV3559.The geoid height was determined by GEOID03.
 HV3559
 HV3559;                    North         East     Units Scale Factor Converg.
 HV3559;SPC VA N     - 2,140,173.443 3,620,677.861   MT  0.99996240   +0 52 06.8
 HV3559;SPC VA N     - 7,021,552.37 11,878,840.62   sFT  0.99996240   +0 52 06.8
 HV3559;SPC MD       -   139,269.435   390,603.966   MT  0.99995016   -0 04 04.8
 HV3559;SPC MD       -   456,919.80  1,281,506.51   sFT  0.99995016   -0 04 04.8
 HV3559;UTM  18      - 4,310,150.570   317,223.149   MT  1.00001138   -1 19 29.8
 HV3559
 HV3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3559!SPC VA N     -   1.00000473  x   0.99996240  =   0.99996713
 HV3559!SPC MD       -   1.00000473  x   0.99995016  =   0.99995489
 HV3559!UTM  18      -   1.00000473  x   1.00001138  =   1.00001611
 HV3559
 HV3559|---------------------------------------------------------------------|
 HV3559| PID    Reference Object                     Distance      Geod. Az  |
 HV3559|                                                           dddmmss.s |
 HV3559| HV3077 SAND                                196.531 METERS 13908     |
 HV3559| DC6683 BIG WM 1                                           19014     |
 HV3559| DC6682 BIG RM 1                                           30117     |
 HV3559| HV0556 DRILL                               330.930 METERS 31545     |
 HV3559|---------------------------------------------------------------------|
 HV3559
 HV3559                          SUPERSEDED SURVEY CONTROL
 HV3559
 HV3559  NAD 83(1993)-  38 55 16.48697(N)    077 06 30.06740(W) AD(       ) 2
 HV3559  NAD 83(1986)-  38 55 16.48682(N)    077 06 30.07734(W) AD(       ) 2
 HV3559  NAD 27      -  38 55 16.08600(N)    077 06 31.14700(W) AD(       ) 2
 HV3559
 HV3559.Superseded values are not recommended for survey control.
 HV3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3559.See file dsdata.txt to determine how the superseded data were derived.
 HV3559
 HV3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1722310151(NAD 83)
 HV3559_MARKER: DD = SURVEY DISK
 HV3559_SETTING: 66 = SET IN ROCK OUTCROP
 HV3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3559+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 HV3559
 HV3559  HISTORY     - Date     Condition        Report By
 HV3559  HISTORY     - 1925     MONUMENTED       USE
 HV3559  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HV3559  HISTORY     - 1946     SEE DESCRIPTION  CGS
 HV3559  HISTORY     - 1946     SEE DESCRIPTION  CGS
 HV3559  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HV3559  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HV3559  HISTORY     - 20041009 GOOD             GEOCAC
 HV3559
 HV3559                          STATION DESCRIPTION
 HV3559
 HV3559'DESCRIBED BY US ENGINEERS 1925 (GLB)
 HV3559'STATION IS SITUATED ON A PROMINENT ROCKY POINT, ABOUT 3/4 MILE
 HV3559'SE OF CHAIN BRIDGE ON THE VIRGINIA SIDE OF THE POTOMAC RIVER.  IT
 HV3559'IS THE LAST PROMINENT POINT FROM WHICH THE W END OF CHAIN BRIDGE
 HV3559'IS VISIBLE.  SIX FEET FROM THE WATERS EDGE AND ABOUT 15 FEET ABOVE
 HV3559'IT.  THE TRAIL IS A FEW FEET INSHORE AND ABOUT 10 FEET ABOVE.
 HV3559'
 HV3559'MARKED BY A UNITED STATES ENGINEERS MARK SET WITH CEMENT IN A
 HV3559'DRILL HOLE IN THE SOLID LEDGE.
 HV3559'
 HV3559'REFERENCE MARK NO. 1 IS A REGULAR REFERENCE MARK SET IN CEMENT
 HV3559'IN A DEPRESSION IN THE SOLID LEDGE AND CLOSE TO TRAIL.
 HV3559'
 HV3559'WITNESS MARK NO. 1 IS AN ASH TREE ABOUT 1 FOOT IN DIAMETER AT
 HV3559'THE SIDE OF THE TRAIL.
 HV3559
 HV3559                          STATION RECOVERY (1935)
 HV3559
 HV3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV3559'RECOVERED AS DESCRIBED EXCEPT THAT THE U.S.E. DISK HAS BEEN
 HV3559'BROKEN OFF AND THE STATION IS NOW MARKED BY A COPPER PLUG,
 HV3559'POSSIBLY THE SHANK OF THE STATION TABLET, ON THE TOP OF WHICH
 HV3559'A CROSS (+) HAS BEEN CUT.
 HV3559'
 HV3559'NO REFERENCE MARKS WERE RECOVERED.  THE FIGURES 37 ARE PAINTED
 HV3559'ON A ROCK NEARBY.
 HV3559
 HV3559                          STATION RECOVERY (1946)
 HV3559
 HV3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV3559'REFERENCE MARK 1 NOT FOUND.  WITNESS MARK 1 IS OUT.  OTHERWISE,
 HV3559'RECOVERY MADE AS DESCRIBED.
 HV3559
 HV3559                          STATION RECOVERY (1946)
 HV3559
 HV3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV3559'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT THE DISK HAS BEEN
 HV3559'BROKEN OFF THE SHANK AND A CROSS HAS BEEN CUT IN SHANK TO LOCATE
 HV3559'THE STATION.  REFERENCE MARKS WERE NOT SEARCHED FOR.  A COMPLETE
 HV3559'NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE VIRGINIA
 HV3559'SIDE OF THE POTOMAC, ABOUT 300 YARDS N OF A SMALL STREAM WHICH
 HV3559'IS 1/2 MILE S OF THE CHAIN BRIDGE.  IT IS 12.51 FEET E OF
 HV3559'D.C.-VA.  BOUNDARY MARK NO. 2.  THE MARK IS A CROSS CUT IN THE
 HV3559'SHANK OF A DISK IN A DRILL HOLE IN A BOULDER NEAR THE WATERS
 HV3559'EDGE.
 HV3559
 HV3559                          STATION RECOVERY (1947)
 HV3559
 HV3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV3559'THE STATION WAS FOUND AS DESCRIBED.  THE REFERENCE MARKS AND
 HV3559'WITNESS MARKS IN THE 1925 AND 1935 DESCRIPTIONS WERE SEARCHED
 HV3559'FOR BUT NOT FOUND.  THE DESCRIPTION IN THE 1946 RECOVERY NOTE
 HV3559'IS ADEQUATE.  D.C.-VA. BOUNDARY MARK NO. 2 HAS BEEN RESTAMPED
 HV3559'D.C.-VA. BOUNDARY WITNESS MARK NO. 2.
 HV3559
 HV3559                          STATION RECOVERY (1947)
 HV3559
 HV3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV3559'STATION RECOVERED AS DESCRIBED.  NONE OF THE ORIGINAL REFERENCE
 HV3559'MARKS WERE FOUND.  IT IS LOCATED ABOUT 500 FEET NE OF A SMALL
 HV3559'CREEK KNOWN AS DONALDSON RUN.  A NEW STATION MARKED BY A STANDARD
 HV3559'TRAVERSE DISK AND STAMPED DC VA BOUNDARY WITNESS MARK NO 2 IS
 HV3559'3.791 FEET W OF THE STATION.
 HV3559'
 HV3559'NOTE--THE RECOVERY NOTE BY E.A.D., 1947 SHOULD BE DISREGARDED
 HV3559'AS IT IS APPARENT THAT THIS PARTY RECOVERED THE WRONG STATION.
 HV3559
 HV3559                          STATION RECOVERY (2004)
 HV3559
 HV3559'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 HV3559'THIS MARK WAS FOUND AS DESCRIBED IN THE 1946 (RCB) DESCRIPTION EXCEPT
 HV3559'THAT THE MARK IS LOCATED ON A LEDGE OF BEDROCK, NOT A BOULDER.
 HV3559' 
 HV3559'THE MARK IS MOSTLY SURROUNDED WITH THE CEMENT MOUNTING FOR THE
 HV3559'ORIGINAL DISK. IT IS LOCATED ABOUT 15 FEET WEST OF AN ALMOST VERTICAL
 HV3559'DROPOFF OF ABOUT 15 FEET TO DEEP WATER. THE DISTANCE FROM DC VA
 HV3559'WITNESS MARK 2 IS 12.51 FEET AS PER THE 1946 DESCRIPTION, NOT 3.791
 HV3559'FEET AS PER THE 1947 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1236 ***********************************************************************
 FW1236  DESIGNATION -  BIG 1914
 FW1236  PID         -  FW1236
 FW1236  STATE/COUNTY-  VA/ACCOMACK
 FW1236  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1236
 FW1236                         *CURRENT SURVEY CONTROL
 FW1236  ___________________________________________________________________
 FW1236* NAD 83(1993)-  37 42 25.52866(N)    075 51 03.91457(W)     ADJUSTED  
 FW1236* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1236  ___________________________________________________________________
 FW1236  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FW1236  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 FW1236
 FW1236  HORZ ORDER  -  THIRD
 FW1236
 FW1236.The horizontal coordinates were established by classical geodetic methods
 FW1236.and adjusted by the National Geodetic Survey in November 1994..
 FW1236
 FW1236.The orthometric height was scaled from a topographic map.
 FW1236
 FW1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1236
 FW1236.The geoid height was determined by GEOID03.
 FW1236
 FW1236;                    North         East     Units Scale Factor Converg.
 FW1236;SPC VA S     - 1,155,731.812 3,733,543.547   MT  0.99996292   +1 36 27.7
 FW1236;SPC VA S     - 3,791,763.45 12,249,134.12   sFT  0.99996292   +1 36 27.7
 FW1236;UTM  18      - 4,173,657.803   424,979.873   MT  0.99966932   -0 31 14.1
 FW1236
 FW1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1236!SPC VA S     -   1.00000559  x   0.99996292  =   0.99996851
 FW1236!UTM  18      -   1.00000559  x   0.99966932  =   0.99967490
 FW1236
 FW1236                          SUPERSEDED SURVEY CONTROL
 FW1236
 FW1236  NAD 83(1993)-  37 42 25.52954(N)    075 51 03.92854(W) AD(       ) 3
 FW1236  NAD 83(1986)-  37 42 25.52890(N)    075 51 03.94456(W) AD(       ) 3
 FW1236  NAD 27      -  37 42 25.02800(N)    075 51 05.21800(W) AD(       ) 3
 FW1236
 FW1236.Superseded values are not recommended for survey control.
 FW1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1236.See file dsdata.txt to determine how the superseded data were derived.
 FW1236
 FW1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2498073658(NAD 83)
 FW1236_MARKER: S = SPIKE
 FW1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1236+STABILITY: SURFACE MOTION
 FW1236
 FW1236  HISTORY     - Date     Condition        Report By
 FW1236  HISTORY     - 1914     MONUMENTED       CGS
 FW1236  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1236
 FW1236                          STATION DESCRIPTION
 FW1236
 FW1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (OWF)
 FW1236'HYDROGRAPHIC POINT LOCATED BY PLANE TABLE AND THEODOLITE.
 FW1236'
 FW1236'STATION IS ON THE NE CORNER OF A LARGE ISLAND LYING ABOUT 1,300
 FW1236'METERS WSW OF POINT ON THE S SIDE OF ENTRANCE INTO ONANCOCK
 FW1236'CREEK AND E SIDE OF N END OF SLOUGH BETWEEN PUNGOTEAGUE AND
 FW1236'ONANCOCK CREEKS.  IT IS LOCATED ON A NARROW NECK ABOUT 75 METERS
 FW1236'WIDE.  30 METERS FROM THE N EDGE OF THE ISLAND, ABOUT 25 METERS
 FW1236'FROM A 3-FOOT BANK RUNNING ALONG THE SHORELINE.  THIRTY METERS S
 FW1236'OF THE STATION IS A LOW SWAMPY PIECE OF GROUND ABOUT 50 METERS
 FW1236'ACROSS.
 FW1236'
 FW1236'MARK - A 7- BY 7- BY 30-INCH CONCRETE BLOCK WITH SPIKE IN CENTER
 FW1236'OF TOP, SET IN CONCRETE FLUSH WITH SURFACE OF GROUND.
 FW1236'
 FW1236'THE ISLAND HAS NO HOUSES OR TREES, BUT A FEW LOW MARSH BUSHES.
 FW1236
 FW1236                          STATION RECOVERY (1958)
 FW1236
 FW1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (MEW)
 FW1236'THE POINT ON WHICH THIS STATION WAS LOCATED HAS RECEDED WELL BEYOND
 FW1236'THE STATION SITE.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3183 ***********************************************************************
 GY3183  DESIGNATION -  BIG A
 GY3183  PID         -  GY3183
 GY3183  STATE/COUNTY-  VA/BUCHANAN
 GY3183  USGS QUAD   -  BIG A MOUNTAIN (1975)
 GY3183
 GY3183                         *CURRENT SURVEY CONTROL
 GY3183  ___________________________________________________________________
 GY3183* NAD 83(1993)-  37 03 09.21859(N)    082 02 07.84729(W)     ADJUSTED  
 GY3183* NAVD 88     -      1129.26   (+/-2cm)    3704.9    (feet)  VERTCON   
 GY3183  ___________________________________________________________________
 GY3183  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 GY3183  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GY3183
 GY3183  HORZ ORDER  -  THIRD
 GY3183  VERT ORDER  -  THIRD ? (See Below)
 GY3183
 GY3183.The horizontal coordinates were established by classical geodetic methods
 GY3183.and adjusted by the National Geodetic Survey in December 1995..
 GY3183
 GY3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3183.The vertical order pertains to the NGVD 29 superseded value.
 GY3183
 GY3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3183
 GY3183.The geoid height was determined by GEOID03.
 GY3183
 GY3183;                    North         East     Units Scale Factor Converg.
 GY3183;SPC VA S     - 1,085,703.670 3,185,600.768   MT  0.99996042   -2 08 44.8
 GY3183;SPC VA S     - 3,562,012.79 10,451,425.19   sFT  0.99996042   -2 08 44.8
 GY3183;UTM  17      - 4,101,204.497   407,926.185   MT  0.99970443   -0 37 26.4
 GY3183
 GY3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3183!SPC VA S     -   0.99982765  x   0.99996042  =   0.99978807
 GY3183!UTM  17      -   0.99982765  x   0.99970443  =   0.99953213
 GY3183
 GY3183|---------------------------------------------------------------------|
 GY3183| PID    Reference Object                     Distance      Geod. Az  |
 GY3183|                                                           dddmmss.s |
 GY3183| DB8745 BIG A RM 1                            7.335 METERS 03517     |
 GY3183| DB8746 BIG A RM 2                                         0912957.5 |
 GY3183| DB8747 BIG A RM 3                           12.985 METERS 29901     |
 GY3183|---------------------------------------------------------------------|
 GY3183
 GY3183                          SUPERSEDED SURVEY CONTROL
 GY3183
 GY3183  NAD 83(1993)-  37 03 09.21988(N)    082 02 07.84915(W) AD(       ) 3
 GY3183  NAD 83(1993)-  37 03 09.23248(N)    082 02 07.84525(W) AD(       ) 3
 GY3183  NAD 83(1986)-  37 03 09.22975(N)    082 02 07.85298(W) AD(       ) 3
 GY3183  NAD 27      -  37 03 08.83527(N)    082 02 08.39161(W) AD(       ) 3
 GY3183  NGVD 29 (07/19/86) 1129.38   (m)         3705.3    (f) LEVELING    3  
 GY3183
 GY3183.Superseded values are not recommended for survey control.
 GY3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3183.See file dsdata.txt to determine how the superseded data were derived.
 GY3183
 GY3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0792601204(NAD 83)
 GY3183_MARKER: DS = TRIANGULATION STATION DISK
 GY3183_SETTING: 66 = SET IN ROCK OUTCROP
 GY3183_STAMPING: BIG A 1933 1963
 GY3183
 GY3183  HISTORY     - Date     Condition        Report By
 GY3183  HISTORY     - 1933     MONUMENTED       CGS
 GY3183  HISTORY     - 1960     MARK NOT FOUND   VADH
 GY3183  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GY3183
 GY3183                          STATION DESCRIPTION
 GY3183
 GY3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GY3183'STATION IS ON THE SUMMIT OF BIG A MOUNTAIN, ABOUT 4 MILES
 GY3183'NW OF HONAKER, VA.  STATION IS LOCATED ON THE HIGHEST POINT
 GY3183'OF THE SUMMIT OF THE MOUNTAIN.
 GY3183'
 GY3183'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GY3183'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GY3183'
 GY3183'REFERENCE MARK NO. 1 IS NNE OF THE STATION ON THE SLOPE OF THE
 GY3183'RIDGE.
 GY3183'
 GY3183'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS E OF THE STATION IN THE
 GY3183'SADDLE OF THE RIDGE, ABOUT 275 FEET E OF STATE HIGHWAY 111.
 GY3183'
 GY3183'REFERENCE MARK NO. 3 IS WNW OF THE STATION ON THE SLOPE OF
 GY3183'THE PEAK.
 GY3183'
 GY3183'TO REACH THE STATION FROM HONAKER, PROCEED N ON STATE HIGHWAY
 GY3183'111 (MAYBE 125) ABOUT 7.0 MILES AND TURN LEFT ON DIRT ROAD.
 GY3183'PROCEED ABOUT 0.2 MILE TO THE HOME OF J.M. SMITH.  FROM HERE
 GY3183'TAKE A TRAIL UP THE N SIDE OF THE MOUNTAIN TO THE TOP OF
 GY3183'THE RIDGE.  FOLLOW TRAIL ALONG THE RIDGE, CROSSING FIRST
 GY3183'PEAK TO THE SUMMIT OF THE MOUNTAIN.
 GY3183'
 GY3183'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 GY3183
 GY3183                          STATION RECOVERY (1960)
 GY3183
 GY3183'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1960
 GY3183'STATION NOT RECOVERED.  THERE IS NOW A FIRE TOWER ON THIS
 GY3183'MOUNTAIN, AND IT SEEMS THAT IN GRADING FOR THE FIRE TOWER AND
 GY3183'PARKING AREA, THE STATION AND ALL REFERENCE MARKS WERE EITHER
 GY3183'COVERED OR DESTROYED.  EVIDENCE OF THE MARKS COULD NOT BE
 GY3183'FOUND.  IT IS NOW POSSIBLE TO DRIVE TO THIS STATION IN DRY
 GY3183'WEATHER AS THERE IS A FIRE TRAIL TO THE TOWER.
 GY3183
 GY3183                          STATION RECOVERY (1963)
 GY3183
 GY3183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3183'REFERENCE MARKS NO. 1, NO. 2 (AZIMUTH MARK) AND NO. 3 WERE
 GY3183'RECOVERED IN GOOD CONDITION.  THE STATION MARK DISK HAD BEEN
 GY3183'REMOVED AND A NAIL WEDGED IN THE DRILL HOLE.  A NEW DISK WAS
 GY3183'CEMENTED IN THE DRILL HOLE AT THIS TIME.  THE DISTANCE TO
 GY3183'REFERENCE MARK NO. 1 FAILED TO CHECK BY .14 FEET AND THE
 GY3183'DIRECTION FAILED TO CHECK BY 20 MIN 47 SEC.  THE DISTANCE TO
 GY3183'REFERENCE MARK NO. 3 FAILED TO CHECK BY .10 FEET AND THE
 GY3183'DIRECTION FAILED TO CHECK BY 10 MIN 28 SEC.  THE DIRECTION TO
 GY3183'REFERENCE MARK NO. 2 FAILED TO CHECK BY 1 MIN 4 SEC.
 GY3183'
 GY3183'A NEW DESCRIPTION FOLLOWS--
 GY3183'
 GY3183'THE STATION IS LOCATED ON BIG A MOUNTAIN NEAR THE BIG A FIRE
 GY3183'TOWER, ABOUT 4 MILES NORTHWEST OF HONAKER AND ON THE HIGHEST
 GY3183'POINT OF MOUNTAIN.
 GY3183'
 GY3183'TO REACH THE STATION FROM THE POST OFFICE IN HONAKER, GO
 GY3183'NORTH ON STATE HIGHWAY 80 FOR 4.65 MILES TO A BARN ON THE
 GY3183'RIGHT AND THE AZIMUTH MARK, CONTINUE ON HIGHWAY FOR 1.6 MILES
 GY3183'TO A SIDE ROAD LEFT AND SIGN FOREST FIRE TRAIL, TURN LEFT
 GY3183'ON DIRT ROAD AND GO 0.3 MILE TO A WOODEN GATE, PASS THROUGH
 GY3183'AND GO 0.35 MILE TO A WOODEN GATE, PASS THROUGH AND GO 3.5
 GY3183'MILES TO FIRE TOWER AND STATION.
 GY3183'
 GY3183'THE STATION MARK IS 58 FEET NORTH OF THE NORTHEAST LEG OF
 GY3183'FIRE TOWER, 10 FEET WEST OF THE EDGE OF BANK AND 3.6 FEET
 GY3183'NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 GY3183'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND
 GY3183'STAMPED BIG A 1933 1963.
 GY3183'
 GY3183'REFERENCE MARK NO. 1 IS SET ON THE EAST EDGE OF BANK AND
 GY3183'27 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 GY3183'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH
 GY3183'AND STAMPED BIG A NO 1 1933.
 GY3183'
 GY3183'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 309 FEET EAST OF A
 GY3183'BARN, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 GY3183'ROAD AND ON THE EAST SLOPE OF HILL.  IT IS A STANDARD DISK
 GY3183'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GY3183'6-INCHES AND STAMPED BIG A NO 2 1933.
 GY3183'
 GY3183'REFERENCE MARK NO. 3 IS 68 FEET NORTH OF THE NORTHWEST LEG
 GY3183'OF FIRE TOWER AND 42 FEET NORTHWEST OF A METAL WITNESS POST,
 GY3183'FLUSH AND STAMPED BIG A NO 3 1933.
 GY3183'
 GY3183'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3182 ***********************************************************************
 GY3182  DESIGNATION -  BIG A MOUNTAIN FIRE TOWER 1963
 GY3182  PID         -  GY3182
 GY3182  STATE/COUNTY-  VA/BUCHANAN
 GY3182  USGS QUAD   -  BIG A MOUNTAIN (1975)
 GY3182
 GY3182                         *CURRENT SURVEY CONTROL
 GY3182  ___________________________________________________________________
 GY3182* NAD 83(1993)-  37 03 08.55662(N)    082 02 08.08117(W)     ADJUSTED  
 GY3182* NAVD 88     -      1129.     (meters)    3704.     (feet)  SCALED    
 GY3182  ___________________________________________________________________
 GY3182  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 GY3182  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GY3182
 GY3182  HORZ ORDER  -  THIRD
 GY3182
 GY3182.The horizontal coordinates were established by classical geodetic methods
 GY3182.and adjusted by the National Geodetic Survey in December 1995..
 GY3182
 GY3182.The orthometric height was scaled from a topographic map.
 GY3182
 GY3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3182
 GY3182.The geoid height was determined by GEOID03.
 GY3182
 GY3182;                    North         East     Units Scale Factor Converg.
 GY3182;SPC VA S     - 1,085,683.494 3,185,594.230   MT  0.99996044   -2 08 45.0
 GY3182;SPC VA S     - 3,561,946.60 10,451,403.74   sFT  0.99996044   -2 08 45.0
 GY3182;UTM  17      - 4,101,184.160   407,920.186   MT  0.99970445   -0 37 26.5
 GY3182
 GY3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3182!SPC VA S     -   0.99982770  x   0.99996044  =   0.99978815
 GY3182!UTM  17      -   0.99982770  x   0.99970445  =   0.99953221
 GY3182
 GY3182                          SUPERSEDED SURVEY CONTROL
 GY3182
 GY3182  NAD 83(1993)-  37 03 08.55791(N)    082 02 08.08303(W) AD(       ) 4
 GY3182  NAD 83(1986)-  37 03 08.56778(N)    082 02 08.08685(W) AD(       ) 4
 GY3182  NAD 27      -  37 03 08.17329(N)    082 02 08.62547(W) AD(       ) 3
 GY3182
 GY3182.Superseded values are not recommended for survey control.
 GY3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3182.See file dsdata.txt to determine how the superseded data were derived.
 GY3182
 GY3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0792001184(NAD 83)
 GY3182_MARKER: 57 = LOOKOUT TOWER
 GY3182
 GY3182  HISTORY     - Date     Condition        Report By
 GY3182  HISTORY     - 1963     FIRST OBSERVED   CGS
 GY3182
 GY3182                          STATION DESCRIPTION
 GY3182
 GY3182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3182'THE STATION IS LOCATED ON BIG A MOUNTAIN, ABOUT 4 MILES
 GY3182'NORTHWEST OF HONAKER.
 GY3182'
 GY3182'TO REACH THE STATION FROM THE POST OFFICE IN HONAKER, GO
 GY3182'NORTH ON STATE HIGHWAY 80 FOR 6.25 MILES TO A SIDE ROAD LEFT,
 GY3182'SIGN FOREST FIRE TRAIL, TURN LEFT ON DIRT ROAD AND GO 0.3
 GY3182'MILE TO A WOODEN GATE, PASS THROUGH AND GO 0.35 MILE TO A
 GY3182'WOODEN GATE, PASS THROUGH AND GO 3.5 MILES TO TOP OF MOUNTAIN
 GY3182'AND STATION.
 GY3182'
 GY3182'THE POINT OF INTERSECTION WAS THE APEX OF THE ROOF OF THE
 GY3182'GLASS ENCLOSED CABIN THAT IS MOUNTED ON FOUR STEEL LEGS.
 GY3182'THE FIRE TOWER IS ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3389 ***********************************************************************
 GX3389  DESIGNATION -  BIG BEND
 GX3389  PID         -  GX3389
 GX3389  STATE/COUNTY-  VA/WYTHE
 GX3389  USGS QUAD   -  BIG BEND (1977)
 GX3389
 GX3389                         *CURRENT SURVEY CONTROL
 GX3389  ___________________________________________________________________
 GX3389* NAD 83(1993)-  37 01 29.69812(N)    081 10 34.07535(W)     ADJUSTED  
 GX3389* NAVD 88     -      1203.64   (+/-2cm)    3948.9    (feet)  VERTCON   
 GX3389  ___________________________________________________________________
 GX3389  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GX3389  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX3389
 GX3389  HORZ ORDER  -  THIRD
 GX3389  VERT ORDER  -  THIRD ? (See Below)
 GX3389
 GX3389.The horizontal coordinates were established by classical geodetic methods
 GX3389.and adjusted by the National Geodetic Survey in September 1995..
 GX3389
 GX3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3389.The vertical order pertains to the NGVD 29 superseded value.
 GX3389
 GX3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3389
 GX3389.The geoid height was determined by GEOID03.
 GX3389
 GX3389;                    North         East     Units Scale Factor Converg.
 GX3389;SPC VA S     - 1,080,122.721 3,261,911.422   MT  0.99996317   -1 37 27.2
 GX3389;SPC VA S     - 3,543,702.63 10,701,787.72   sFT  0.99996317   -1 37 27.2
 GX3389;UTM  17      - 4,097,650.905   484,333.572   MT  0.99960302   -0 06 21.8
 GX3389
 GX3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3389!SPC VA S     -   0.99981599  x   0.99996317  =   0.99977916
 GX3389!UTM  17      -   0.99981599  x   0.99960302  =   0.99941908
 GX3389
 GX3389|---------------------------------------------------------------------|
 GX3389| PID    Reference Object                     Distance      Geod. Az  |
 GX3389|                                                           dddmmss.s |
 GX3389| DC3817 BIG BEND RM 1                        26.247 METERS 07325     |
 GX3389| GX3390 BIG WALKER MTN VAFS MAST            315.598 METERS 09247     |
 GX3389| FZ1929 AIRWAY BCN 33 4 MI NE WYTHVLE       APPROX.14.5 KM 1033500.2 |
 GX3389| FZ1934 WYTHEVILLE RAD STA WYVE MAST        APPROX.10.7 KM 1273545.5 |
 GX3389| DC3818 BIG BEND RM 2                        17.121 METERS 15800     |
 GX3389|---------------------------------------------------------------------|
 GX3389
 GX3389                          SUPERSEDED SURVEY CONTROL
 GX3389
 GX3389  NAD 83(1986)-  37 01 29.70392(N)    081 10 34.07312(W) AD(       ) 3
 GX3389  NAD 27      -  37 01 29.27581(N)    081 10 34.73484(W) AD(       ) 3
 GX3389  NGVD 29 (07/19/86) 1203.71   (m)         3949.2    (f) LEVELING    3  
 GX3389
 GX3389.Superseded values are not recommended for survey control.
 GX3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3389.See file dsdata.txt to determine how the superseded data were derived.
 GX3389
 GX3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8433497651(NAD 83)
 GX3389_MARKER: DS = TRIANGULATION STATION DISK
 GX3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3389
 GX3389  HISTORY     - Date     Condition        Report By
 GX3389  HISTORY     - 1958     MONUMENTED       CGS
 GX3389  HISTORY     - 1963     GOOD             CGS
 GX3389
 GX3389                          STATION DESCRIPTION
 GX3389
 GX3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3389'STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF MARION, ABOUT
 GX3389'7 MILES NORTHWEST OF WYTHEVILLE, ABOUT 6.5 MILES SOUTHWEST OF
 GX3389'BLAND, AND ABOUT 3.5 MILES EAST-SOUTHEAST OF THE PASS WHERE
 GX3389'U.S. HIGHWAYS 21 AND 52 CROSS WALKER MOUNTAIN.  IT IS JUST
 GX3389'NORTH OF A PICNICKING AREA AT THE SITE OF WHERE THE BIG
 GX3389'BEND LOOKOUT TOWER USED TO BE.  IN THE JEFFERSON NATIONAL
 GX3389'FOREST.  IT IS 23 FEET SOUTH-SOUTHWEST OF A 12 INCH OAK TREE WITH
 GX3389'A TRIANGULAR BLAZE, 22 FEET NORTHWEST OF EDGE OF SLOPING
 GX3389'BED ROCK, 17 FEET NORTHWEST OF THE SOUTHEAST CONCRETE
 GX3389'FOOTING OF THE OLD LOOKOUT TOWER, 15 FEET NORTHEAST OF THE
 GX3389'SOUTHWEST FOOTING, 14 FEET SOUTHWEST OF THE NORTHEAST
 GX3389'FOOTING AND 13 FEET SOUTHEAST OF THE NORTHWEST FOOTING.  THE
 GX3389'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GX3389'DISK IS STAMPED BIG BEND 1958.
 GX3389'
 GX3389'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN A LARGE
 GX3389'ROCK THAT PROJECTS ABOUT 18 INCHES ABOVE THE SURFACE OF THE
 GX3389'GROUND AND IS AT THE NORTHEAST EDGE OF THE MOUNTAIN.  IT IS
 GX3389'51 FEET SOUTH OF THE NORTH EDGE OF THE MOUNTAIN, 17 FEET WEST
 GX3389'OF AN 18 INCH OAK TREE, AND 5 FEET SOUTH OF A 9 INCH ELM TREE.
 GX3389'THE DISK IS STAMPED BIG BEND NO 1 1958.
 GX3389'
 GX3389'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN A LARGE
 GX3389'ROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41
 GX3389'FEET SOUTHEAST OF THE SOUTHEAST FOOTING OF THE OLD LOOKOUT
 GX3389'TOWER, 33 FEET SOUTHEAST OF SOUTHEAST EDGE OF SLOPING BED
 GX3389'ROCK AND 14 FEET SOUTHWEST OF A 14 INCH OAK TREE.  THE DISK IS
 GX3389'STAMPED BIG BEND NO 2 1958.
 GX3389'
 GX3389'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WYTHEVILLE,
 GX3389'GO SOUTHWEST ON MAIN STREET (U.S. HIGHWAY 11) FOR 0.15 MILE
 GX3389'TO 4TH STREET (U.S. HIGHWAYS 21 AND 52), TURN RIGHT AND
 GX3389'GO WEST ON U.S. HIGHWAYS 21 AND 52 FOR 12.7 MILES TO THE TOP
 GX3389'OF THE GRADE AND A GRAVELED ROAD RIGHT AT A SIGN PICKNICKING AREA
 GX3389'5 (THIS IS ABOUT 50 YARDS EAST OF A RESTAURANT AND A TALL
 GX3389'TOWER) TURN SHARP RIGHT AND FOLLOW THE GRAVEL ROAD FOR 3.5
 GX3389'MILES TO A SIDE ROAD LEFT AND A SIGN BIG BEND PICNICKING AREA
 GX3389'TURN LEFT AND GO INTO PARKING AREA AND END OF TRUCK TRAVEL.
 GX3389'FROM HERE WALK WEST-NORTHWEST ABOUT 150 YARDS TO THE STATION SET
 GX3389'ALMOST IN THE CENTER OF WHERE THE OLD LOOKOUT TOWER USED TO BE,
 GX3389'THIS IS ABOUT 50 YARDS NORTH OF THE WEST OVEN AND TABLES.
 GX3389'
 GX3389'HEIGHT OF LIGHT ABOVE STATION MARK 22.28 METERS.
 GX3389
 GX3389                          STATION RECOVERY (1963)
 GX3389
 GX3389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3389'THE STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED IN
 GX3389'GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN HIT WITH SOMETHING
 GX3389'AND MADE IMPOSSIBLE TO READ THE STAMPING.  THE DIRECTION TO
 GX3389'REFERENCE MARK NO. 2 CHECKED WITHIN 21. SECONDS.  THE 1958
 GX3389'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4119 ***********************************************************************
 GV4119  DESIGNATION -  BIG BETHEL RADIO RNG NE TOWER
 GV4119  PID         -  GV4119
 GV4119  STATE/COUNTY-  VA/C OF HAMPTON
 GV4119  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4119
 GV4119                         *CURRENT SURVEY CONTROL
 GV4119  ___________________________________________________________________
 GV4119* NAD 83(1993)-  37 05 39.10569(N)    076 25 45.57418(W)     ADJUSTED  
 GV4119* NAVD 88     -                                                        
 GV4119  ___________________________________________________________________
 GV4119  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 GV4119  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 GV4119
 GV4119  HORZ ORDER  -  THIRD
 GV4119
 GV4119.The horizontal coordinates were established by classical geodetic methods
 GV4119.and adjusted by the National Geodetic Survey in September 1995..
 GV4119
 GV4119
 GV4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4119
 GV4119.The geoid height was determined by GEOID03.
 GV4119
 GV4119;                    North         East     Units Scale Factor Converg.
 GV4119;SPC VA S     - 1,086,454.872 3,684,063.799   MT  0.99995671   +1 15 24.3
 GV4119;SPC VA S     - 3,564,477.36 12,086,799.31   sFT  0.99995671   +1 15 24.3
 GV4119;UTM  18      - 4,106,277.620   372,977.607   MT  0.99979876   -0 51 43.9
 GV4119
 GV4119                          SUPERSEDED SURVEY CONTROL
 GV4119
 GV4119  NAD 83(1986)-  37 05 39.11082(N)    076 25 45.61045(W) AD(       ) 4
 GV4119  NAD 27      -  37 05 38.59300(N)    076 25 46.81700(W) AD(       ) 3
 GV4119
 GV4119.Superseded values are not recommended for survey control.
 GV4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4119.See file dsdata.txt to determine how the superseded data were derived.
 GV4119
 GV4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7297806278(NAD 83)
 GV4119_MARKER: 27 = RADIO RANGE MAST
 GV4119
 GV4119  HISTORY     - Date     Condition        Report By
 GV4119  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4119  HISTORY     - 1942     GOOD             CGS
 GV4119  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 GV4119
 GV4119                          STATION DESCRIPTION
 GV4119
 GV4119'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4119'A RADIO RANGE STATION, CONSISTING OF FIVE SKELETON STEEL TOWERS
 GV4119'EACH 131 FEET HIGH, WAS ESTABLISHED EARLY IN 1938 BY THE U.S.
 GV4119'ARMY SIGNAL CORPS ON THE SOUTH SIDE OF THE BIG BETHEL RESERVOIR.
 GV4119'THE STATION IS SITUATED ABOUT 1/4 MILE NORTH OF THE GENERAL STORE
 GV4119'AT BUZZARDS ROOST AND ABOUT 1/4 MILE WEST OF THE MACADAMIZED
 GV4119'HIGHWAY, STATE HIGHWAY 27, WHICH RUNS THROUGH BUZZARDS ROOST.
 GV4119'THE STATION WAS LAID OUT SO THAT FOUR TOWERS FORM A SQUARE,
 GV4119'AND THE FIFTH TOWER IS AT THE CENTER OF THE SQUARE.
 GV4119'
 GV4119'THE CENTER AND NORTHEAST TOWERS WERE LOCATED.
 GV4119
 GV4119                          STATION RECOVERY (1942)
 GV4119
 GV4119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4119'1938 DESCRIPTION ADEQUATE.
 GV4119
 GV4119                          STATION RECOVERY (1995)
 GV4119
 GV4119'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4147 ***********************************************************************
 GV4147  DESIGNATION -  BIG BETHEL RADIO RNG CEN TWR
 GV4147  PID         -  GV4147
 GV4147  STATE/COUNTY-  VA/C OF HAMPTON
 GV4147  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4147
 GV4147                         *CURRENT SURVEY CONTROL
 GV4147  ___________________________________________________________________
 GV4147* NAD 83(1993)-  37 05 36.78957(N)    076 25 47.88641(W)     ADJUSTED  
 GV4147* NAVD 88     -                                                        
 GV4147  ___________________________________________________________________
 GV4147  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV4147  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 GV4147
 GV4147  HORZ ORDER  -  THIRD
 GV4147
 GV4147.The horizontal coordinates were established by classical geodetic methods
 GV4147.and adjusted by the National Geodetic Survey in September 1995..
 GV4147
 GV4147
 GV4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4147
 GV4147.The geoid height was determined by GEOID03.
 GV4147
 GV4147;                    North         East     Units Scale Factor Converg.
 GV4147;SPC VA S     - 1,086,382.239 3,684,008.280   MT  0.99995677   +1 15 22.9
 GV4147;SPC VA S     - 3,564,239.06 12,086,617.17   sFT  0.99995677   +1 15 22.9
 GV4147;UTM  18      - 4,106,207.102   372,919.450   MT  0.99979894   -0 51 45.2
 GV4147
 GV4147                          SUPERSEDED SURVEY CONTROL
 GV4147
 GV4147  NAD 83(1986)-  37 05 36.79468(N)    076 25 47.92264(W) AD(       ) 4
 GV4147
 GV4147.Superseded values are not recommended for survey control.
 GV4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4147.See file dsdata.txt to determine how the superseded data were derived.
 GV4147
 GV4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7291906207(NAD 83)
 GV4147_MARKER: 43 = RADIO/TV TOWER
 GV4147
 GV4147  HISTORY     - Date     Condition        Report By
 GV4147  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4147  HISTORY     - 1942     GOOD             CGS
 GV4147  HISTORY     - 1951     GOOD             CGS
 GV4147  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 GV4147
 GV4147                          STATION DESCRIPTION
 GV4147
 GV4147'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4147'A RADIO RANGE STATION IN THE VICINITY OF BIG BETHEL RESERVOIR,
 GV4147'CONSISTING OF FIVE SKELETON STEEL TOWERS EACH 131 FEET HIGH,
 GV4147'WAS ESTABLISHED EARLY IN 1938 BY THE U.S. ARMY SIGNAL CORPS.
 GV4147'THE STATION IS SITUATED ABOUT 1/4 MILE NORTH OF THE GENERAL
 GV4147'STORE AT BUZZARDS ROOST, AND ABOUT 1/4 MILE WEST OF THE
 GV4147'MACADAMIZED ROAD, STATE HIGHWAY 27, WHICH RUNS THROUGH BUZZARDS
 GV4147'ROOST.  THE STATION IS 4.5 STATUTE MILES WEST BY NORTH OF
 GV4147'LANGLEY FIELD.  THE RADIO RANGE STATION WAS LAID OUT SO
 GV4147'THAT FOUR TOWERS FORM A SQUARE AND WITH THE INTENTION THAT THE
 GV4147'EAST AND WEST SIDES OF THE SQUARE WOULD BE IN THE TRUE
 GV4147'MERIDIAN.  ACTUALLY THESE SIDES BEAR N 6 DEG 24 MIN W
 GV4147'(TRUE).  IT WOULD APPEAR THAT THE SIDES WERE LAID OUT
 GV4147'WITH A COMPASS IN APPROXIMATELY THE MAGNETIC MERIDIAN.
 GV4147'
 GV4147'THE FIFTH OR CENTRAL TOWER IS AT THE CENTER OF THE SQUARE.
 GV4147'THE CENTRAL TOWER IS USED FOR RADIO TELEPHONE COMMUNICATION AND
 GV4147'THE FOUR CORNER TOWER ARE USED FOR SENDING RADIO BEAM SIGNALS.
 GV4147
 GV4147                          STATION RECOVERY (1942)
 GV4147
 GV4147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4147'1938 DESCRIPTION ADEQUATE.
 GV4147
 GV4147                          STATION RECOVERY (1951)
 GV4147
 GV4147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HJB)
 GV4147'STATION RECOVERED IN EXCELLENT CONDITION.  ORIGINAL DECRIPTION
 GV4147'ADEQUATE.
 GV4147
 GV4147                          STATION RECOVERY (1995)
 GV4147
 GV4147'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2247 ***********************************************************************
 GW2247  DESIGNATION -  BIG HOUSE
 GW2247  PID         -  GW2247
 GW2247  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2247  USGS QUAD   -  COLLIERSTOWN (1986)
 GW2247
 GW2247                         *CURRENT SURVEY CONTROL
 GW2247  ___________________________________________________________________
 GW2247* NAD 83(1993)-  37 49 51.67744(N)    079 33 43.00989(W)     ADJUSTED  
 GW2247* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 GW2247  ___________________________________________________________________
 GW2247  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GW2247  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2247
 GW2247  HORZ ORDER  -  SECOND
 GW2247
 GW2247.The horizontal coordinates were established by classical geodetic methods
 GW2247.and adjusted by the National Geodetic Survey in November 1994..
 GW2247
 GW2247.The orthometric height was scaled from a topographic map.
 GW2247
 GW2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2247
 GW2247.The geoid height was determined by GEOID03.
 GW2247
 GW2247;                    North         East     Units Scale Factor Converg.
 GW2247;SPC VA S     - 1,166,735.707 3,406,516.971   MT  0.99997806   -0 38 40.3
 GW2247;SPC VA S     - 3,827,865.40 11,176,214.43   sFT  0.99997806   -0 38 40.3
 GW2247;UTM  17      - 4,188,040.940   626,549.675   MT  0.99979725   +0 52 55.6
 GW2247
 GW2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2247!SPC VA S     -   0.99983076  x   0.99997806  =   0.99980882
 GW2247!UTM  17      -   0.99983076  x   0.99979725  =   0.99962804
 GW2247
 GW2247|---------------------------------------------------------------------|
 GW2247| PID    Reference Object                     Distance      Geod. Az  |
 GW2247|                                                           dddmmss.s |
 GW2247| DC3819 BIG HOUSE RM 1                       14.165 METERS 01353     |
 GW2247| GW2170 KERR                                APPROX.10.5 KM 0430852.4 |
 GW2247| DC3820 BIG HOUSE RM 2                                     24245     |
 GW2247| DC3821 BIG HOUSE RM 3                        7.395 METERS 32235     |
 GW2247|---------------------------------------------------------------------|
 GW2247
 GW2247                          SUPERSEDED SURVEY CONTROL
 GW2247
 GW2247  NAD 83(1986)-  37 49 51.67652(N)    079 33 43.02332(W) AD(       ) 2
 GW2247  NAD 27      -  37 49 51.20200(N)    079 33 43.86700(W) AD(       ) 2
 GW2247
 GW2247.Superseded values are not recommended for survey control.
 GW2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2247.See file dsdata.txt to determine how the superseded data were derived.
 GW2247
 GW2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2655088041(NAD 83)
 GW2247_MARKER: DS = TRIANGULATION STATION DISK
 GW2247_SETTING: 80 = SET IN A BOULDER
 GW2247_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GW2247
 GW2247  HISTORY     - Date     Condition        Report By
 GW2247  HISTORY     - 1934     MONUMENTED       CGS
 GW2247
 GW2247                          STATION DESCRIPTION
 GW2247
 GW2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2247'STATION IS ABOUT 7-1/2 MILES WNW OF LEXINGTON, ABOUT 4 MILES
 GW2247'N OF COLLIERSTOWN, ON THE SUMMIT OF BIG HOUSE MOUNTAIN, ON THE
 GW2247'SUMMIT OF THE NE AND HIGHER OF THE TWO HUMPS OF THE MOUNTAIN,
 GW2247'ABOUT 0.4 MILE NE OF THE PROMINENT ROCK CLIFF AT THE SW EXTEMITY
 GW2247'OF THE MOUNTAIN, IN THE APPROXIMATE CENTER OF THE SMALL, ROUNDED
 GW2247'AREA AT THE SUMMIT, ABOUT 20 FEET SW OF A TRIANGULAR-BLAZED
 GW2247'CHESTNUT OAK, ABOUT 10 FEET NW OF THE ABRUPT DROP ON THE SE
 GW2247'SIDE OF THE MOUNTAIN.
 GW2247'
 GW2247'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED
 GW2247'IN DRILL HOLES IN BOULDERS.
 GW2247'
 GW2247'REFERENCE MARK NO. 1 IS NNE OF THE STATION, DOWN THE NE SLOPE
 GW2247'OF THE MOUNTAIN, ABOUT 8 FEET BELOW THE LEVEL OF THE STATION,
 GW2247'A STANDARD BRONZE DISK SET IN ONE OF A MASS OF BOULDERS.
 GW2247'
 GW2247'REFERENCE MARK NO. 2, THE AZIMUTH MARK, IS ABOUT 55 YARDS SW
 GW2247'ALONG THE BACKBONE OF THE SUMMIT FROM THE STATION, A STANDARD
 GW2247'BRONZE DISK SET IN TOP OF A LARGE FLAT ROCK OUTCROP.
 GW2247'
 GW2247'REFERENCE MARK NO. 3 IS NNW OF THE STATION, DOWN THE NW SLOPE OF
 GW2247'THE SUMMIT, A STANDARD BRONZE DISK SET IN TOP OF A LARGE FLAT
 GW2247'ROCK OUTCROP.
 GW2247'
 GW2247'TO REACH THE STATION FROM LEXINGTON, TAKE U.S. HIGHWAY 60 W 9.8
 GW2247'MILES AND TURN LEFT ACROSS SMALL BRIDGE ON DIRT ROAD.  FOLLOW
 GW2247'THIS MAIN ROAD (THE COLLIERSTOWN ROAD) 5.0 MILES AND TURN TO THE
 GW2247'LEFT UP CREEK ON ROUGH DIRT ROAD.  CONTINUE 0.85 MILE TO ELMORE
 GW2247'ROBINSONS BARN AND END OF TRUCK TRAVEL.  TAKE OLD ROAD TO THE
 GW2247'NW UP CREEK 1/4 MILE AND TURN NE UP SIDE OF RIDGE TO THE TOP.
 GW2247'TURN NW ALONG BACKBONE OF RIDGE AND CONTINUE 1-1/4 MILES TO
 GW2247'ROCK CLIFF AT SUMMIT OF FIRST HUMP.  PASS TO THE RIGHT AROUND
 GW2247'CLIFF TO THE SUMMIT AND CONTINUE ALONG SUMMIT ABOUT 1/2 MILE
 GW2247'TO THE TOP OF THE SECOND OR NORTHEASTERLY HUMP AND THE
 GW2247'STATION.
 GW2247'
 GW2247'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3427 ***********************************************************************
 GA3427  DESIGNATION -  BIG KNOB RESET
 GA3427  PID         -  GA3427
 GA3427  STATE/COUNTY-  VA/SCOTT
 GA3427  USGS QUAD   -  GATE CITY (1978)
 GA3427
 GA3427                         *CURRENT SURVEY CONTROL
 GA3427  ___________________________________________________________________
 GA3427* NAD 83(1993)-  36 39 52.82583(N)    082 30 21.31394(W)     ADJUSTED  
 GA3427* NAVD 88     -       962.     (meters)    3156.     (feet)  SCALED    
 GA3427  ___________________________________________________________________
 GA3427  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA3427  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA3427
 GA3427  HORZ ORDER  -  FIRST
 GA3427
 GA3427.The horizontal coordinates were established by classical geodetic methods
 GA3427.and adjusted by the National Geodetic Survey in December 1995..
 GA3427
 GA3427.The orthometric height was scaled from a topographic map.
 GA3427
 GA3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3427
 GA3427.The geoid height was determined by GEOID03.
 GA3427
 GA3427;                    North         East     Units Scale Factor Converg.
 GA3427;SPC VA S     - 1,044,368.058 3,141,966.897   MT  1.00002008   -2 25 52.7
 GA3427;SPC VA S     - 3,426,397.54 10,308,269.73   sFT  1.00002008   -2 25 52.7
 GA3427;SPC TN       -   264,246.381   912,324.590   MT  1.00005340   +2 02 44.1
 GA3427;SPC TN       -   866,948.33  2,993,184.93   sFT  1.00005340   +2 02 44.1
 GA3427;SPC NC       -   328,895.657   296,177.988   MT  1.00017714   -2 01 24.6
 GA3427;SPC NC       - 1,079,051.83    971,710.62   sFT  1.00017714   -2 01 24.6
 GA3427;UTM  17      - 4,058,730.839   365,418.532   MT  0.99982314   -0 53 57.7
 GA3427
 GA3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3427!SPC VA S     -   0.99985396  x   1.00002008  =   0.99987403
 GA3427!SPC TN       -   0.99985396  x   1.00005340  =   0.99990735
 GA3427!SPC NC       -   0.99985396  x   1.00017714  =   1.00003107
 GA3427!UTM  17      -   0.99985396  x   0.99982314  =   0.99967712
 GA3427
 GA3427|---------------------------------------------------------------------|
 GA3427| PID    Reference Object                     Distance      Geod. Az  |
 GA3427|                                                           dddmmss.s |
 GA3427| DB8752 BIG KNOB RM                                        05256     |
 GA3427| DB8751 BIG KNOB RM 3                                      21152     |
 GA3427| DB8753 BIG KNOB RM 1                        11.940 METERS 22856     |
 GA3427| DB8755 BIG KNOB RM 4                         5.330 METERS 28426     |
 GA3427| GA3420 HIGH KNOB 2                         APPROX.27.6 KM 3363030.8 |
 GA3427| DB8754 BIG KNOB RM 2                         6.953 METERS 34359     |
 GA3427|---------------------------------------------------------------------|
 GA3427
 GA3427                          SUPERSEDED SURVEY CONTROL
 GA3427
 GA3427  NAD 83(1993)-  36 39 52.82696(N)    082 30 21.32262(W) AD(       ) 1
 GA3427  NAD 83(1986)-  36 39 52.83284(N)    082 30 21.31798(W) AD(       ) 1
 GA3427  NAD 27      -  36 39 52.48000(N)    082 30 21.76000(W) AD(       ) 1
 GA3427
 GA3427.Superseded values are not recommended for survey control.
 GA3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3427.See file dsdata.txt to determine how the superseded data were derived.
 GA3427
 GA3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6541958731(NAD 83)
 GA3427_MARKER: H = DRILL HOLE
 GA3427_SETTING: 66 = SET IN ROCK OUTCROP
 GA3427
 GA3427  HISTORY     - Date     Condition        Report By
 GA3427  HISTORY     - 1933     MONUMENTED       CGS
 GA3427  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GA3427  HISTORY     - 1961     GOOD             VADH
 GA3427  HISTORY     - 1964     GOOD             CGS
 GA3427
 GA3427                          STATION DESCRIPTION
 GA3427
 GA3427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3427'STATION IS ABOUT 6 MILES (BY ROAD) NE OF GATE CITY, IN CLINCH
 GA3427'MOUNTAIN RANGE, ON SOUTHWESTERLY AND LOWER ONE OF TWO HIGH PEAKS
 GA3427'ON BACKBONE OF RIDGE AT NORTHERN EDGE OF SUMMIT, 20 FEET S
 GA3427'OF 14-INCH WHITE OAK, 13 FEET N OF 6-INCH WHITE OAK, AND 22
 GA3427'FEET SW OF 10-INCH WHITE OAK.  TOP OF MOUNTAIN IS WOODED.
 GA3427'
 GA3427'ORIGINAL STATION MARK WAS A 2-INCH DEEP DRILL HOLE AT INTERSECTION
 GA3427'OF CROSS GROOVES SURROUNDED BY LETTERS U.S.C.S. IN TOP OF LARGE
 GA3427'ROCK FLUSH WITH SURFACE OF GROUND.  ORIGINAL REFERENCE MARKS
 GA3427'WERE DRILL HOLES IN ROCKS WITH ARROWS POINTING TOWARD STATION
 GA3427'AT FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--39.4 FEET,
 GA3427'S 49 DEG 01 MIN W.  21.7 FEET, S 78 DEG 59 MIN W.  AND 49.7 FEET,
 GA3427'N 57 DEG 57 MIN W.
 GA3427'
 GA3427'IN 1930 STATION AND TWO REFERENCE MARKS WERE RECOVERED.  A
 GA3427'STANDARD STATION DISK WAS SET IN ORIGINAL DRILL HOLE OF
 GA3427'STATION MARK, AND TWO STANDARD BRONZE REFERENCE DISKS WERE
 GA3427'ESTABLISHED IN BEDROCK.
 GA3427'
 GA3427'REFERENCE MARK NO. 1 IS IN DRILL HOLE OF ORIGINAL REFERENCE
 GA3427'MARK, ALONG BACKBONE OF RIDGE, 1 FOOT S OF 8-INCH WHITE OAK,
 GA3427'AT ABOUT SAME ELEVATION AS STATION AND 39.1 FEET FROM STATION
 GA3427'S 48 DEG 58 MIN W.
 GA3427'
 GA3427'REFERENCE MARK NO. 2 IS ON DOWNWARD SLOPE OF RIDGE, ABOUT 5
 GA3427'FEET LOWER THAN STATION, AND 22.7 FEET FROM STATION IN
 GA3427'N 16 DEG 01 MIN W.
 GA3427'
 GA3427'IN 1933, REFERENCE MARK NO. 3, A STANDARD REFERENCE DISK IN
 GA3427'BEDROCK WAS ESTABLISHED IN A 16-FOOT SQUARE ROCK OUTCROP ON
 GA3427'A LITTLE SEPARATE KNOLL DIRECTLY ON LINE TO KINGSPORT BUT ON
 GA3427'SAME RIDGE WITH STATION AND ABOUT 75 YARDS FROM STATION
 GA3427'S 31 DEG 52 MIN W.  AZIMUTH FROM STATION TO SMOKESTACK IN KINGSPORT
 GA3427'IS 191 DEG 39 MIN 27 SEC.
 GA3427'
 GA3427'TO REACH STATION FROM GATE CITY, GO E ON U.S. HIGHWAY 58
 GA3427'THROUGH BIG MOCCASSIN GAP 5.7 MILES TO HOME OF THOMAS CURTIS
 GA3427'ON LEFT (WHICH IS ABOUT 1 MILE W OF HILTONS), CROSS RAILROAD
 GA3427'TRACK AND DRIVE INTO MR. CURTIS BARN LOT.  FROM HERE GO ON
 GA3427'FOOT UP OLD WAGON ROAD WHICH NARROWS INTO WELL-BLAZED PATH AND
 GA3427'LEADS UP HOLLOW BEHIND MR. CURTIS HOUSE TO TOP OF MOUNTAIN AND
 GA3427'STATION SITE 2 MILES DISTANT.
 GA3427
 GA3427                          STATION RECOVERY (1961)
 GA3427
 GA3427'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GA3427'STATION AND R.M. 1 AND 3 WERE FOUND IN GOOD CONDITION.  R.M.
 GA3427'2 WAS DESTROYED.
 GA3427'
 GA3427'TO REACH STATION FROM HILTON, GO 1.0 MILE W ALONG ROUTE 58
 GA3427'TO FOREST FIRE TRAIL ON RIGHT, TURN RIGHT AND DRIVE 3.30 MILES
 GA3427'N ON FIRE TRAIL TO FIRE TOWER.  STATION IS 3.7 FEET E OF NE
 GA3427'LEG OF TOWER AND 29.5 FEET W OF BLOCK BUILDING.
 GA3427
 GA3427                          STATION RECOVERY (1964)
 GA3427
 GA3427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3427'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED
 GA3427'AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS
 GA3427'SEARCHED FOR BUT NOT FOUND.  THE MARK IS BELIEVED TO BE UNDER
 GA3427'ABOUT 4 FEET OF FILL-IN DIRT.  REFERENCE MARK NO. 4 WAS SET
 GA3427'BY THIS PARTY AT THIS TIME.
 GA3427'
 GA3427'A LOOKOUT TOWER HAS BEEN BUILT AT THE STATION SITE.  NEW
 GA3427'MEASUREMENTS AND A NEW TO REACH FOLLOWS.
 GA3427'
 GA3427'TO REACH THE STATION FROM THE POST OFFICE IN WEBER CITY, GO
 GA3427'NORTH ON U.S. HIGHWAY 23 FOR 0.3 MILE TO THE JUNCTION OF U.S.
 GA3427'HIGHWAY 58, TURN RIGHT ON U.S. HIGHWAY 58 AND GO 4.0 MILES
 GA3427'TO A SIDE ROAD LEFT, FIELDS GROCERY STORE ON THE RIGHT, TURN
 GA3427'LEFT AND GO 0.05 TO A T-ROAD, TURN RIGHT AND THEN LEFT ON TRACK
 GA3427'ROAD, PASSING TO THE RIGHT OF MR. CONLY CURTISS HOUSE AND GO
 GA3427'0.3 MILE TO A FORK, KEEP LEFT FORK FOR ABOUT 100 FEET TO A
 GA3427'LOCKED GATE AND SIGN, FORREST FIRE TRAIL, PASS THROUGHT GATE AND
 GA3427'GO 3.25 MILES TO LOOKOUT TOWER AND STATION.
 GA3427'
 GA3427'THE STATION MARK IS 10.3 FEET NORTHEAST OF THE SOUTHEAST LEG OF
 GA3427'LOOKOUT TOWER AND 4.8 FEET SOUTHEAST OF THE NORTHEAST LEG OF
 GA3427'LOOKOUT TOWER.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GA3427'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 GA3427'STAMPED BIG KNOB 1930 1933.
 GA3427'
 GA3427'REFERENCE MARK NO. 1 IS 20.3 FEET SOUTHWEST OF THE SOUTHWEST
 GA3427'LEG OF LOOKOUT TOWER AND 31.6 FEET SOUTHWEST OF THE NORTHWEST
 GA3427'LEG OF LOOKOUT TOWER.  THE MARK IS A STANDARD DISK CEMENTED IN
 GA3427'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 GA3427'STAMPED BIG KNOB NO 1 1930 1933.
 GA3427'
 GA3427'REFERENCE MARK NO. 3, AZIMUTH MARK, IS 37.0 FEET NORTHWEST OF
 GA3427'APPROXIMATE CENTER OF ROAD LEADING TO THE LOOKOUT TOWER.
 GA3427'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GA3427'16-FOOT SQUARE OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 GA3427'STAMPED BIG KNOB NO 3 1933.
 GA3427'
 GA3427'REFERENCE MARK NO. 4 IS SET IN THE NORTH CORNER OF NORTHWEST
 GA3427'FOOTING OF THE LOOKOUT TOWER.  THE MARK IS A STANDARD DISK
 GA3427'CEMENTED IN A DRILL HOLE IN THE FOOTING, WHICH PROJECTS
 GA3427'18-INCHES AND STAMPED BIG KNOB NO 4 1930 1933.
 GA3427'
 GA3427'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3404 ***********************************************************************
 HW3404  DESIGNATION -  BIG MOUNTAIN TV STA WSVA MAST
 HW3404  PID         -  HW3404
 HW3404  STATE/COUNTY-  VA/PAGE
 HW3404  USGS QUAD   -  TENTH LEGION (1994)
 HW3404
 HW3404                         *CURRENT SURVEY CONTROL
 HW3404  ___________________________________________________________________
 HW3404* NAD 83(1993)-  38 36 05.06059(N)    078 37 57.63160(W)     ADJUSTED  
 HW3404* NAVD 88     -                                                        
 HW3404  ___________________________________________________________________
 HW3404  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HW3404  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3404
 HW3404  HORZ ORDER  -  THIRD
 HW3404
 HW3404.The horizontal coordinates were established by classical geodetic methods
 HW3404.and adjusted by the National Geodetic Survey in November 1994..
 HW3404
 HW3404
 HW3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3404
 HW3404.The geoid height was determined by GEOID03.
 HW3404
 HW3404;                    North         East     Units Scale Factor Converg.
 HW3404;SPC VA N     - 2,103,762.923 3,488,443.199   MT  0.99994842   -0 04 58.1
 HW3404;SPC VA N     - 6,902,095.52 11,445,000.73   sFT  0.99994842   -0 04 58.1
 HW3404;UTM  17      - 4,275,203.563   706,149.055   MT  1.00012337   +1 28 39.0
 HW3404
 HW3404                          SUPERSEDED SURVEY CONTROL
 HW3404
 HW3404  NAD 83(1986)-  38 36 05.06140(N)    078 37 57.63908(W) AD(       ) 4
 HW3404  NAD 27      -  38 36 04.64335(N)    078 37 58.57037(W) AD(       ) 3
 HW3404
 HW3404.Superseded values are not recommended for survey control.
 HW3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3404.See file dsdata.txt to determine how the superseded data were derived.
 HW3404
 HW3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0614975204(NAD 83)
 HW3404_MARKER: 42 = RADIO/TV MAST
 HW3404
 HW3404  HISTORY     - Date     Condition        Report By
 HW3404  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3404  HISTORY     - 1965     GOOD             CGS
 HW3404
 HW3404                          STATION DESCRIPTION
 HW3404
 HW3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3404'THE STATION IS THE CENTER OF THE TOP OF THE 250 FOOT HIGH
 HW3404'STRUCTURAL STEEL MAST, LOCATED ON BIG MOUNTAIN, ABOUT 3.5
 HW3404'MILES SOUTHEAST OF NEW MARKET AND 2 MILES EAST OF ENDLESS
 HW3404'CAVERNS.  OWNED BY SHENANDOAH VALLEY BROADCASTING INC.
 HW3404
 HW3404                          STATION RECOVERY (1965)
 HW3404
 HW3404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3404'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION
 HW3404'IS THOUGHT TO BE IN PAGE COUNTY INSTEAD OF ROCKINGHAM COUNTY.
 HW3404'THE STATION IS CARRIED ON THE DESCRIPTIONS AS HARRISONBURG,
 HW3404'TV STATION WSVA MAST.  TRIANGULATION STATION BIG MTN WAS
 HW3404'ESTABLISHED ABOUT 150 FEET NORTH OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3405 ***********************************************************************
 HW3405  DESIGNATION -  BIG MTN
 HW3405  PID         -  HW3405
 HW3405  STATE/COUNTY-  VA/PAGE
 HW3405  USGS QUAD   -  TENTH LEGION (1994)
 HW3405
 HW3405                         *CURRENT SURVEY CONTROL
 HW3405  ___________________________________________________________________
 HW3405* NAD 83(1993)-  38 36 06.44312(N)    078 37 55.58739(W)     ADJUSTED  
 HW3405* NAVD 88     -       899.2    (meters)    2950.     (feet)  VERTCON   
 HW3405  ___________________________________________________________________
 HW3405  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HW3405  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3405
 HW3405  HORZ ORDER  -  THIRD
 HW3405
 HW3405.The horizontal coordinates were established by classical geodetic methods
 HW3405.and adjusted by the National Geodetic Survey in November 1994..
 HW3405
 HW3405.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3405
 HW3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3405
 HW3405.The geoid height was determined by GEOID03.
 HW3405
 HW3405;                    North         East     Units Scale Factor Converg.
 HW3405;SPC VA N     - 2,103,805.480 3,488,492.722   MT  0.99994842   -0 04 56.8
 HW3405;SPC VA N     - 6,902,235.15 11,445,163.21   sFT  0.99994842   -0 04 56.8
 HW3405;UTM  17      - 4,275,247.461   706,197.409   MT  1.00012361   +1 28 40.3
 HW3405
 HW3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3405!SPC VA N     -   0.99986405  x   0.99994842  =   0.99981248
 HW3405!UTM  17      -   0.99986405  x   1.00012361  =   0.99998765
 HW3405
 HW3405|---------------------------------------------------------------------|
 HW3405| PID    Reference Object                     Distance      Geod. Az  |
 HW3405|                                                           dddmmss.s |
 HW3405| DC3827 BIG MTN RM 1                         10.778 METERS 01449     |
 HW3405| DC3828 BIG MTN RM 2                         10.960 METERS 16808     |
 HW3405| HW3404 BIG MOUNTAIN TV STA WSVA MAST        65.300 METERS 22915     |
 HW3405| HW3406 BIRD                                APPROX. 1.0 KM 2791823.1 |
 HW3405|---------------------------------------------------------------------|
 HW3405
 HW3405                          SUPERSEDED SURVEY CONTROL
 HW3405
 HW3405  NAD 83(1986)-  38 36 06.44337(N)    078 37 55.59414(W) AD(       ) 3
 HW3405  NAD 27      -  38 36 06.02518(N)    078 37 56.52922(W) AD(       ) 3
 HW3405  NGVD 29 (07/19/86)  899.3    (m)         2950.     (f) VERT ANG       
 HW3405
 HW3405.Superseded values are not recommended for survey control.
 HW3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3405.See file dsdata.txt to determine how the superseded data were derived.
 HW3405
 HW3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0619775247(NAD 83)
 HW3405_MARKER: DS = TRIANGULATION STATION DISK
 HW3405_SETTING: 66 = SET IN ROCK OUTCROP
 HW3405
 HW3405  HISTORY     - Date     Condition        Report By
 HW3405  HISTORY     - 1965     MONUMENTED       CGS
 HW3405
 HW3405                          STATION DESCRIPTION
 HW3405
 HW3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3405'THE STATION IS LOCATED ON THE MASSANUTTEN MOUNTAIN RANGE,
 HW3405'WHICH IS IN THE GEORGE WASHINGTON NATIONAL FOREST, ON THE
 HW3405'NORTH END AND ON THE HIGHEST POINT OF BIG MOUNTAIN, AT THE
 HW3405'SITE OF THE HARRISONBURG WSVA T.V. MAST, ABOUT 11 MILES SOUTHWEST
 HW3405'OF LURAY, 7 MILES NORTH OF SHENANDOAH AND 4 MILES SOUTHEAST
 HW3405'OF NEW MARKET.
 HW3405'
 HW3405'TO REACH THE STATION FROM THE POST OFFICE IN STANLEY, GO
 HW3405'WESTERLY ON U.S. HIGHWAY 340 FOR 7.2 MILES TO THE PAGE COUNTY
 HW3405'HIGHSCHOOL ON THE RIGHT, CONTINUE WESTERLY ON U.S. HIGHWAY
 HW3405'340 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 HW3405'ON COUNTY ROAD AND GO 1.3 MILES TO A T-ROAD, TURN LEFT AND FOLLOW
 HW3405'SIGNS T.V. TOWER FOR 7.0 MILES TO THE TOP OF MOUNTAIN AND THE
 HW3405'STATION AS DESCRIBED.
 HW3405'
 HW3405'STATION MARK IS 150 FEET NORTH OF THE T.V. MAST, 56 FEET EAST
 HW3405'OF THE CENTER OF THE TRACK ROAD AND 25.5 FEET NORTHWEST OF
 HW3405'POWERLINE POLE NO. SPC 8920.  THE MARK IS A STANDARD DISK
 HW3405'CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 HW3405'2 INCHES, AND IS STAMPED BIG MTN 1965.
 HW3405'
 HW3405'REFERENCE MARK NO. 1 IS 55 FEET EAST OF THE CENTER OF THE
 HW3405'ROAD AND 30 FEET WEST OF A POWERLINE.  THE MARK IS A STANDARD
 HW3405'DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT
 HW3405'PROJECTS 6 INCHES, AND IS STAMPED BIG MTN NO 1 1965.
 HW3405'
 HW3405'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF POWERLINE POLE NO.
 HW3405'SPC 8920 AND UNDER THE POWERLINE.  THE MARK IS A STANDARD DISK
 HW3405'CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 HW3405'6 INCHES, AND IS STAMPED BIG MTN NO 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3173 ***********************************************************************
 GY3173  DESIGNATION -  BIG ROCK
 GY3173  PID         -  GY3173
 GY3173  STATE/COUNTY-  VA/BUCHANAN
 GY3173  USGS QUAD   -  HARMAN (1977)
 GY3173
 GY3173                         *CURRENT SURVEY CONTROL
 GY3173  ___________________________________________________________________
 GY3173* NAD 83(1993)-  37 20 38.03185(N)    082 11 37.06342(W)     ADJUSTED  
 GY3173* NAVD 88     -       597.1    (meters)    1959.     (feet)  VERTCON   
 GY3173  ___________________________________________________________________
 GY3173  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GY3173  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GY3173
 GY3173  HORZ ORDER  -  SECOND
 GY3173
 GY3173.The horizontal coordinates were established by classical geodetic methods
 GY3173.and adjusted by the National Geodetic Survey in December 1995..
 GY3173
 GY3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3173
 GY3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3173
 GY3173.The geoid height was determined by GEOID03.
 GY3173
 GY3173;                    North         East     Units Scale Factor Converg.
 GY3173;SPC VA S     - 1,118,548.668 3,172,811.870   MT  0.99994549   -2 14 30.3
 GY3173;SPC VA S     - 3,669,771.75 10,409,466.94   sFT  0.99994549   -2 14 30.3
 GY3173;SPC KY1Z     - 1,118,159.528 1,815,034.493   MT  0.99994785   +2 11 00.5
 GY3173;SPC KY1Z     - 3,668,495.05  5,954,825.67   sFT  0.99994785   +2 11 00.5
 GY3173;SPC KY S     -   618,076.689   815,035.578   MT  0.99994542   +2 09 24.5
 GY3173;SPC KY S     - 2,027,806.60  2,673,995.89   sFT  0.99994542   +2 09 24.5
 GY3173;UTM  17      - 4,133,691.265   394,273.787   MT  0.99973769   -0 43 26.8
 GY3173
 GY3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3173!SPC VA S     -   0.99991121  x   0.99994549  =   0.99985671
 GY3173!SPC KY1Z     -   0.99991121  x   0.99994785  =   0.99985907
 GY3173!SPC KY S     -   0.99991121  x   0.99994542  =   0.99985664
 GY3173!UTM  17      -   0.99991121  x   0.99973769  =   0.99964893
 GY3173
 GY3173|---------------------------------------------------------------------|
 GY3173| PID    Reference Object                     Distance      Geod. Az  |
 GY3173|                                                           dddmmss.s |
 GY3173| DB8759 BIG ROCK RM 1                         9.183 METERS 13718     |
 GY3173| DB8760 BIG ROCK RM 2                        14.597 METERS 24521     |
 GY3173| GY3174 BIG ROCK 1963 AZ MK                 APPROX. 1.0 KM 3325547.2 |
 GY3173|---------------------------------------------------------------------|
 GY3173
 GY3173                          SUPERSEDED SURVEY CONTROL
 GY3173
 GY3173  NAD 83(1993)-  37 20 38.03584(N)    082 11 37.06671(W) AD(       ) 2
 GY3173  NAD 83(1993)-  37 20 38.03806(N)    082 11 37.06833(W) AD(       ) 2
 GY3173  NAD 83(1986)-  37 20 38.04053(N)    082 11 37.07255(W) AD(       ) 2
 GY3173  NAD 27      -  37 20 37.63903(N)    082 11 37.57529(W) AD(       ) 2
 GY3173  NGVD 29 (07/19/86)  597.3    (m)         1960.     (f) VERT ANG       
 GY3173
 GY3173.Superseded values are not recommended for survey control.
 GY3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3173.See file dsdata.txt to determine how the superseded data were derived.
 GY3173
 GY3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9427433691(NAD 83)
 GY3173_MARKER: DE = TRAVERSE STATION DISK
 GY3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3173
 GY3173  HISTORY     - Date     Condition        Report By
 GY3173  HISTORY     - 1963     MONUMENTED       CGS
 GY3173
 GY3173                          STATION DESCRIPTION
 GY3173
 GY3173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3173'THE STATION IS LOCATED ON A RIDGE ABOUT 1 MILE SOUTHWEST OF
 GY3173'BIG ROCK AND ABOUT 0.1 MILE SOUTHWEST OF THE HIGHEST PART OF
 GY3173'RIDGE.
 GY3173'
 GY3173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GY3173'AND COUNTY ROAD 645 IN BIG ROCK, GO WESTERLY ON U.S. HIGHWAY
 GY3173'460 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT ON MINING
 GY3173'ROAD, PASSING A SCHOOL ON THE RIGHT, AND GO 0.5 MILE TO AN
 GY3173'ANGLING CROSSROAD, KEEP STRAIGHT AHEAD UP HILL FOR 0.2 MILE
 GY3173'TO A FORK, MAIN ROAD GOES DOWN HILL, KEEP LEFT AND CONTINUE
 GY3173'UP HILL FOR 0.5 MILE TO A SHARP TURN LEFT, TURN LEFT UP HILL
 GY3173'ON TRACK ROAD AND GO 0.05 MILE TO A SHARP TURN RIGHT, TURN
 GY3173'RIGHT AND GO 0.4 MILE TO A T.V. ANTENNA ON THE LEFT AND A
 GY3173'SHARP TURN LEFT, KEEP RIGHT ON TRACK ROAD FOR 0.15 MILE AND
 GY3173'THE STATION ON THE RIGHT.  (4-WHEEL DRIVE)
 GY3173'
 GY3173'THE STATION MARK IS 19 FEET NORTH OF POWER LINES, 8 FEET
 GY3173'NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 6.1 FEET WEST
 GY3173'OF A METAL WITNESS SIGN AND SET ON THE NORTH EDGE OF RIDGE.
 GY3173'IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT
 GY3173'PROJECTING 6 INCHES AND IS STAMPED BIG ROCK 1963.
 GY3173'
 GY3173'REFERENCE MARK NO. 1 IS 26.6 FEET SOUTHEAST OF A METAL WITNESS
 GY3173'SIGN, 12 FEET SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD,
 GY3173'12 FEET SOUTHEAST OF POWER LINES AND SET ON THE SOUTH EDGE
 GY3173'OF RIDGE ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT
 GY3173'IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GY3173'3 INCHES AND IS STAMPED BIG ROCK NO 1 1963.
 GY3173'
 GY3173'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE APPROXIMATE
 GY3173'CENTER OF TRACK ROAD, 17 FEET NORTH OF POWER LINES AND SET
 GY3173'ON A SMALL KNOLL ABOUT 8 FEET HIGHER THAN THE STATION MARK.
 GY3173'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GY3173'BEDROCK AND IS STAMPED BIG ROCK NO 2 1963.
 GY3173'
 GY3173'THE AZIMUTH MARK IS 39.5 FEET SOUTH OF A RAILROAD SWITCH,
 GY3173'15.3 FEET SOUTHEAST OF THE EAST RAIL, 9.8 FEET NORTH OF
 GY3173'TELEPHONE POLE NO. 54 AND WITNESS SIGN, 2 FEET LOWER THAN THE
 GY3173'RAILROAD TRACKS AND ABOUT 100 YARDS WEST OF U.S. HIGHWAY 460
 GY3173'AND ON THE WEST BANK OF RIVER.  IT IS A STANDARD DISK CEMENTED
 GY3173'IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BIG
 GY3173'ROCK 1963.  THE BEDROCK PROJECTS ABOUT 3 INCHES.
 GY3173'
 GY3173'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GY3173'460 AND COUNTY ROAD 645 IN BIG ROCK, GO WESTERLY ON U.S.
 GY3173'HIGHWAY 460 FOR 1.55 MILES TO A SIDE ROAD ON THE RIGHT, JUST
 GY3173'BEFORE REACHING THE CONAWAY RIVER BRIDGE, TURN RIGHT CROSSING
 GY3173'AN OLD WOODEN BRIDGE, THEN RIGHT FOLLOWING ALONG THE SOUTH
 GY3173'SIDE OF RAILROAD TRACKS FOR 0.5 MILE COAL LOADING SHOOT AND
 GY3173'END OF TRUCK TRAVEL.  PACK EASTERLY ALONG SOUTH SIDE OF
 GY3173'TRACKS FOR ABOUT 0.15 MILE TO THE AZIMUTH MARK.
 GY3173'
 GY3173'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3174 ***********************************************************************
 GY3174  DESIGNATION -  BIG ROCK 1963 AZ MK
 GY3174  PID         -  GY3174
 GY3174  STATE/COUNTY-  VA/BUCHANAN
 GY3174  USGS QUAD   -  HARMAN (1977)
 GY3174
 GY3174                         *CURRENT SURVEY CONTROL
 GY3174  ___________________________________________________________________
 GY3174* NAD 83(1993)-  37 21 08.29847(N)    082 11 56.44020(W)     ADJUSTED  
 GY3174* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 GY3174  ___________________________________________________________________
 GY3174  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GY3174  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GY3174
 GY3174  HORZ ORDER  -  SECOND
 GY3174
 GY3174.The horizontal coordinates were established by classical geodetic methods
 GY3174.and adjusted by the National Geodetic Survey in December 1995..
 GY3174
 GY3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3174
 GY3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3174
 GY3174.The geoid height was determined by GEOID03.
 GY3174
 GY3174;                    North         East     Units Scale Factor Converg.
 GY3174;SPC VA S     - 1,119,499.657 3,172,371.878   MT  0.99994544   -2 14 42.1
 GY3174;SPC VA S     - 3,672,891.79 10,408,023.40   sFT  0.99994544   -2 14 42.1
 GY3174;SPC KY1Z     - 1,119,073.735 1,814,522.436   MT  0.99994651   +2 10 48.6
 GY3174;SPC KY1Z     - 3,671,494.41  5,953,145.69   sFT  0.99994651   +2 10 48.6
 GY3174;SPC KY S     -   618,991.132   814,523.947   MT  0.99994545   +2 09 12.7
 GY3174;SPC KY S     - 2,030,806.74  2,672,317.32   sFT  0.99994545   +2 09 12.7
 GY3174;UTM  17      - 4,134,630.073   393,808.860   MT  0.99973890   -0 43 39.1
 GY3174
 GY3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3174!SPC VA S     -   0.99996246  x   0.99994544  =   0.99990790
 GY3174!SPC KY1Z     -   0.99996246  x   0.99994651  =   0.99990897
 GY3174!SPC KY S     -   0.99996246  x   0.99994545  =   0.99990791
 GY3174!UTM  17      -   0.99996246  x   0.99973890  =   0.99970137
 GY3174
 GY3174                          SUPERSEDED SURVEY CONTROL
 GY3174
 GY3174  NAD 83(1993)-  37 21 08.30242(N)    082 11 56.44355(W) AD(       ) 2
 GY3174  NAD 83(1993)-  37 21 08.30467(N)    082 11 56.44512(W) AD(       ) 2
 GY3174  NAD 83(1986)-  37 21 08.30717(N)    082 11 56.44935(W) AD(       ) 2
 GY3174  NAD 27      -  37 21 07.90458(N)    082 11 56.95057(W) AD(       ) 2
 GY3174  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 GY3174
 GY3174.Superseded values are not recommended for survey control.
 GY3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3174.See file dsdata.txt to determine how the superseded data were derived.
 GY3174
 GY3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9380934630(NAD 83)
 GY3174_MARKER: DS = TRIANGULATION STATION DISK
 GY3174_SETTING: 66 = SET IN ROCK OUTCROP
 GY3174_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GY3174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY3174+STABILITY: POSITION/ELEVATION WELL
 GY3174
 GY3174  HISTORY     - Date     Condition        Report By
 GY3174  HISTORY     - 1963     MONUMENTED       CGS
 GY3174
 GY3174                          STATION DESCRIPTION
 GY3174
 GY3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GY3174'BIG ROCK AZIMUTH MARK IS 39.5 FEET SOUTH OF A RAILROAD SWITCH,
 GY3174'15.3 FEET SOUTHEAST OF THE EAST RAIL, 9.8 FEET NORTH OF
 GY3174'TELEPHONE POLE NO. 54 AND WITNESS SIGN, 2 FEET LOWER THAN THE
 GY3174'RAILROAD TRACKS AND ABOUT 100 YARDS WEST OF U.S. HIGHWAY 460
 GY3174'AND ON THE WEST BANK OF RIVER.  IT IS A STANDARD DISK CEMENTED
 GY3174'IN A DRILLED HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BIG
 GY3174'ROCK 1963.  THE BEDROCK PROJECTS ABOUT 3 INCHES.
 GY3174'
 GY3174'TO REACH BIG ROCK AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GY3174'460 AND COUNTY ROAD 645 IN BIG ROCK, GO WESTERLY ON U.S.
 GY3174'HIGHWAY 460 FOR 1.55 MILES TO A SIDE ROAD ON THE RIGHT, JUST
 GY3174'BEFORE REACHING THE CONAWAY RIVER BRIDGE, TURN RIGHT CROSSING
 GY3174'AN OLD WOODEN BRIDGE, THEN RIGHT FOLLOWING ALONG THE SOUTH
 GY3174'SIDE OF RAILROAD TRACKS FOR 0.5 MILE COAL LOADING SHOOT AND
 GY3174'END OF TRUCK TRAVEL.  PACK EASTERLY ALONG SOUTH SIDE OF
 GY3174'TRACKS FOR ABOUT 0.15 MILE TO BIG ROCK AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1138 ***********************************************************************
 GA1138  DESIGNATION -  BIG STONE GAP
 GA1138  PID         -  GA1138
 GA1138  STATE/COUNTY-  VA/WISE
 GA1138  USGS QUAD   -  BIG STONE GAP (1991)
 GA1138
 GA1138                         *CURRENT SURVEY CONTROL
 GA1138  ___________________________________________________________________
 GA1138* NAD 83(1986)-  36 52 10.     (N)    082 46 36.     (W)     SCALED    
 GA1138* NAVD 88     -       452.632  (meters)    1485.01   (feet)  ADJUSTED  
 GA1138  ___________________________________________________________________
 GA1138  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1138  DYNAMIC HT  -         452.238 (meters)    1483.72  (feet)  COMP
 GA1138  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA1138
 GA1138  VERT ORDER  -  SECOND    CLASS 0
 GA1138
 GA1138.The horizontal coordinates were scaled from a topographic map and have
 GA1138.an estimated accuracy of +/- 6 seconds.
 GA1138
 GA1138.The orthometric height was determined by differential leveling
 GA1138.and adjusted by the National Geodetic Survey in June 1991..
 GA1138
 GA1138.The geoid height was determined by GEOID03.
 GA1138
 GA1138.The dynamic height is computed by dividing the NAVD 88
 GA1138.geopotential number by the normal gravity value computed on the
 GA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1138.degrees latitude (g = 980.6199 gals.).
 GA1138
 GA1138.The modeled gravity was interpolated from observed gravity values.
 GA1138
 GA1138;                    North         East    Units  Estimated Accuracy
 GA1138;SPC VA S     - 1,068,130.    3,118,810.      MT  (+/- 180 meters Scaled)
 GA1138
 GA1138                          SUPERSEDED SURVEY CONTROL
 GA1138
 GA1138  NGVD 29 (??/??/92)  452.75   (m)         1485.4    (f) COMPUTED    2 0
 GA1138
 GA1138.Superseded values are not recommended for survey control.
 GA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1138.See file dsdata.txt to determine how the superseded data were derived.
 GA1138
 GA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA416818(NAD 83)
 GA1138_MARKER: DB = BENCH MARK DISK
 GA1138_SETTING: 0 = UNSPECIFIED SETTING
 GA1138_STAMPING: BIG STONE GAP 1933
 GA1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1138
 GA1138  HISTORY     - Date     Condition        Report By
 GA1138  HISTORY     - 1933     MONUMENTED       CGS
 GA1138  HISTORY     - 1934     GOOD             NGS
 GA1138
 GA1138                          STATION DESCRIPTION
 GA1138
 GA1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA1138'IN BIG STONE GAP.
 GA1138'12 FEET WEST OF THE ENTRANCE TO THE CITY HALL BUILDING AND JAIL
 GA1138'IN BIG STONE GAP, VA.  THIS MARK WAS SET BY CITY ENGINEER
 GA1138'MR. J.D. WOLFE IN 1933 AND HAS NOT BEEN ESTABLISHED UNTIL THIS
 GA1138'DATE.  THE RELINING OF STEEL BRIDGE OVER POWELL RIVER HAS BEEN
 GA1138'DONE FROM THIS MARK WITH AN ASSUMED ELEVATION.  BIG STONE GAP,
 GA1138'VA. AND CUMBERLAND GAP, TENN. LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3458 ***********************************************************************
 GA3458  DESIGNATION -  BIG STONE GAP RAD STA WLSD MST
 GA3458  PID         -  GA3458
 GA3458  STATE/COUNTY-  VA/WISE
 GA3458  USGS QUAD   -  BIG STONE GAP (1991)
 GA3458
 GA3458                         *CURRENT SURVEY CONTROL
 GA3458  ___________________________________________________________________
 GA3458* NAD 83(1993)-  36 52 30.02433(N)    082 45 37.41945(W)     ADJUSTED  
 GA3458* NAVD 88     -                                                        
 GA3458  ___________________________________________________________________
 GA3458  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GA3458  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA3458
 GA3458  HORZ ORDER  -  THIRD
 GA3458
 GA3458.The horizontal coordinates were established by classical geodetic methods
 GA3458.and adjusted by the National Geodetic Survey in December 1995..
 GA3458
 GA3458
 GA3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3458
 GA3458.The geoid height was determined by GEOID03.
 GA3458
 GA3458;                    North         East     Units Scale Factor Converg.
 GA3458;SPC VA S     - 1,068,681.385 3,120,291.064   MT  0.99998210   -2 35 08.7
 GA3458;SPC VA S     - 3,506,165.51 10,237,154.93   sFT  0.99998210   -2 35 08.7
 GA3458;UTM  17      - 4,082,453.217   343,104.052   MT  0.99990326   -1 03 23.7
 GA3458
 GA3458                          SUPERSEDED SURVEY CONTROL
 GA3458
 GA3458  NAD 83(1993)-  36 52 30.02569(N)    082 45 37.42059(W) AD(       ) 4
 GA3458  NAD 83(1986)-  36 52 30.03269(N)    082 45 37.42652(W) AD(       ) 4
 GA3458  NAD 27      -  36 52 29.68918(N)    082 45 37.84679(W) AD(       ) 3
 GA3458
 GA3458.Superseded values are not recommended for survey control.
 GA3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3458.See file dsdata.txt to determine how the superseded data were derived.
 GA3458
 GA3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4310482453(NAD 83)
 GA3458_MARKER: 42 = RADIO/TV MAST
 GA3458
 GA3458  HISTORY     - Date     Condition        Report By
 GA3458  HISTORY     - 1963     FIRST OBSERVED   CGS
 GA3458
 GA3458                          STATION DESCRIPTION
 GA3458
 GA3458'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1139 ***********************************************************************
 GA1139  DESIGNATION -  BIG STONE GAP RESET 1958
 GA1139  PID         -  GA1139
 GA1139  STATE/COUNTY-  VA/WISE
 GA1139  USGS QUAD   -  BIG STONE GAP (1991)
 GA1139
 GA1139                         *CURRENT SURVEY CONTROL
 GA1139  ___________________________________________________________________
 GA1139* NAD 83(1986)-  36 52 10.     (N)    082 46 36.     (W)     SCALED    
 GA1139* NAVD 88     -       452.616  (meters)    1484.96   (feet)  ADJUSTED  
 GA1139  ___________________________________________________________________
 GA1139  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1139  DYNAMIC HT  -         452.222 (meters)    1483.66  (feet)  COMP
 GA1139  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 GA1139
 GA1139  VERT ORDER  -  SECOND    CLASS 0
 GA1139
 GA1139.The horizontal coordinates were scaled from a topographic map and have
 GA1139.an estimated accuracy of +/- 6 seconds.
 GA1139
 GA1139.The orthometric height was determined by differential leveling
 GA1139.and adjusted by the National Geodetic Survey in June 1991..
 GA1139
 GA1139.The geoid height was determined by GEOID03.
 GA1139
 GA1139.The dynamic height is computed by dividing the NAVD 88
 GA1139.geopotential number by the normal gravity value computed on the
 GA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1139.degrees latitude (g = 980.6199 gals.).
 GA1139
 GA1139.The modeled gravity was interpolated from observed gravity values.
 GA1139
 GA1139;                    North         East    Units  Estimated Accuracy
 GA1139;SPC VA S     - 1,068,130.    3,118,810.      MT  (+/- 180 meters Scaled)
 GA1139
 GA1139                          SUPERSEDED SURVEY CONTROL
 GA1139
 GA1139  NGVD 29 (??/??/92)  452.736  (m)         1485.35   (f) ADJ UNCH    2 0
 GA1139
 GA1139.Superseded values are not recommended for survey control.
 GA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1139.See file dsdata.txt to determine how the superseded data were derived.
 GA1139
 GA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA416818(NAD 83)
 GA1139_MARKER: DB = BENCH MARK DISK
 GA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1139_STAMPING: BIG STONE GAP RESET 1958
 GA1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1139+STABILITY: SURFACE MOTION
 GA1139
 GA1139  HISTORY     - Date     Condition        Report By
 GA1139  HISTORY     - 1958     MONUMENTED       CGS
 GA1139  HISTORY     - 1963     GOOD             NGS
 GA1139  HISTORY     - 1966     GOOD             NGS
 GA1139
 GA1139                          STATION DESCRIPTION
 GA1139
 GA1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GA1139'AT BIG STONE GAP.
 GA1139'AT BIG STONE GAP, 88.3 FEET NORTHEAST OF CENTERLINE OF U.S.
 GA1139'ALTERNATE 58, 16.0 FEET SOUTHWEST OF NORTHWEST CORNER OF TOWN
 GA1139'HALL, 1.2 FEET WEST OF A METAL GUARD RAIL, AND SET IN THE TOP OF
 GA1139'A CONCRETE POST PROJECTING 6 INCHES AND IS ABOUT 1.5 FEET ABOVE
 GA1139'THE LEVEL OF THE HIGHWAY.
 GA1139
 GA1139                          STATION RECOVERY (1966)
 GA1139
 GA1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3776 ***********************************************************************
 DH3776  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3776  DESIGNATION -  BIG STONE GAP VA CORS ARP
 DH3776  CORS_ID     -  VABG
 DH3776  PID         -  DH3776
 DH3776  STATE/COUNTY-  VA/WISE
 DH3776  USGS QUAD   -  BIG STONE GAP (1991)
 DH3776
 DH3776                         *CURRENT SURVEY CONTROL
 DH3776  ___________________________________________________________________
 DH3776* NAD 83(CORS)-  36 51 20.62495(N)    082 45 36.80142(W)     ADJUSTED  
 DH3776* NAVD 88     -                                                        
 DH3776  ___________________________________________________________________
 DH3776  EPOCH DATE  -        2002.00
 DH3776  X           -     643,981.466 (meters)                     COMP
 DH3776  Y           -  -5,069,332.470 (meters)                     COMP
 DH3776  Z           -   3,804,939.441 (meters)                     COMP
 DH3776  ELLIP HEIGHT-         575.30  (meters)          (06/??/05) GPS OBS
 DH3776  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DH3776
 DH3776  HORZ ORDER  -  SPECIAL (CORS)
 DH3776  ELLP ORDER  -  SPECIAL (CORS)
 DH3776
 DH3776.ITRF positions are available for this station.
 DH3776.The coordinates were established by GPS observations
 DH3776.and adjusted by the National Geodetic Survey in June 2005..
 DH3776.The coordinates are valid at the epoch date displayed above.
 DH3776.The epoch date for horizontal control is a decimal equivalence
 DH3776.of Year/Month/Day.
 DH3776
 DH3776
 DH3776.The PID for the CORS L1 Phase Center is DH3777.
 DH3776
 DH3776.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3776
 DH3776.The ellipsoidal height was determined by GPS observations
 DH3776.and is referenced to NAD 83.
 DH3776
 DH3776.The geoid height was determined by GEOID03.
 DH3776
 DH3776;                    North         East     Units Scale Factor Converg.
 DH3776;SPC VA S     - 1,066,543.574 3,120,209.845   MT  0.99998503   -2 35 08.3
 DH3776;SPC VA S     - 3,499,151.71 10,236,888.47   sFT  0.99998503   -2 35 08.3
 DH3776
 DH3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3776!SPC VA S     -   0.99990972  x   0.99998503  =   0.99989476
 DH3776
 DH3776                          SUPERSEDED SURVEY CONTROL
 DH3776
 DH3776.No superseded survey control is available for this station.
 DH3776
 DH3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4308080314(NAD 83)
 DH3776_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3776
 DH3776                          STATION DESCRIPTION
 DH3776
 DH3776'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3776'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3776'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3776'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3776'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3776'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3777 ***********************************************************************
 DH3777  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3777  DESIGNATION -  BIG STONE GAP VA CORS L1 PHASE CENTER
 DH3777  CORS_ID     -  VABG
 DH3777  PID         -  DH3777
 DH3777  STATE/COUNTY-  VA/WISE
 DH3777  USGS QUAD   -  BIG STONE GAP (1991)
 DH3777
 DH3777                         *CURRENT SURVEY CONTROL
 DH3777  ___________________________________________________________________
 DH3777* NAD 83(CORS)-  36 51 20.62496(N)    082 45 36.80140(W)     ADJUSTED  
 DH3777* NAVD 88     -                                                        
 DH3777  ___________________________________________________________________
 DH3777  EPOCH DATE  -        2002.00
 DH3777  X           -     643,981.474 (meters)                     COMP
 DH3777  Y           -  -5,069,332.533 (meters)                     COMP
 DH3777  Z           -   3,804,939.489 (meters)                     COMP
 DH3777  ELLIP HEIGHT-         575.38  (meters)          (06/??/05) GPS OBS
 DH3777  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DH3777
 DH3777  HORZ ORDER  -  SPECIAL (CORS)
 DH3777  ELLP ORDER  -  SPECIAL (CORS)
 DH3777
 DH3777.ITRF positions are available for this station.
 DH3777.The coordinates were established by GPS observations
 DH3777.and adjusted by the National Geodetic Survey in June 2005..
 DH3777.The coordinates are valid at the epoch date displayed above.
 DH3777.The epoch date for horizontal control is a decimal equivalence
 DH3777.of Year/Month/Day.
 DH3777
 DH3777
 DH3777.The PID for the CORS ARP is DH3776.
 DH3777
 DH3777.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3777
 DH3777.The ellipsoidal height was determined by GPS observations
 DH3777.and is referenced to NAD 83.
 DH3777
 DH3777.The geoid height was determined by GEOID03.
 DH3777
 DH3777;                    North         East     Units Scale Factor Converg.
 DH3777;SPC VA S     - 1,066,543.574 3,120,209.846   MT  0.99998503   -2 35 08.3
 DH3777;SPC VA S     - 3,499,151.71 10,236,888.47   sFT  0.99998503   -2 35 08.3
 DH3777
 DH3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3777!SPC VA S     -   0.99990971  x   0.99998503  =   0.99989474
 DH3777
 DH3777                          SUPERSEDED SURVEY CONTROL
 DH3777
 DH3777.No superseded survey control is available for this station.
 DH3777
 DH3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4308080314(NAD 83)
 DH3777_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3777
 DH3777                          STATION DESCRIPTION
 DH3777
 DH3777'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3777'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3777'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3777'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3777'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3777'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3778 ***********************************************************************
 DH3778  DESIGNATION -  BIG STONE GAP VA GRP
 DH3778  PID         -  DH3778
 DH3778  STATE/COUNTY-  VA/WISE
 DH3778  USGS QUAD   -  BIG STONE GAP (1991)
 DH3778
 DH3778                         *CURRENT SURVEY CONTROL
 DH3778  ___________________________________________________________________
 DH3778* NAD 83(CORS)-  36 51 20.62495(N)    082 45 36.80142(W)     ADJUSTED  
 DH3778* NAVD 88     -                                                        
 DH3778  ___________________________________________________________________
 DH3778  EPOCH DATE  -        2002.00
 DH3778  X           -     643,981.466 (meters)                     COMP
 DH3778  Y           -  -5,069,332.470 (meters)                     COMP
 DH3778  Z           -   3,804,939.441 (meters)                     COMP
 DH3778  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DH3778  ELLIP HEIGHT-         575.30  (meters)          (06/??/05) GPS OBS
 DH3778  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DH3778
 DH3778  HORZ ORDER  -  A
 DH3778  ELLP ORDER  -  FOURTH    CLASS I
 DH3778
 DH3778.ITRF positions are available for this station.
 DH3778.The horizontal coordinates were established by GPS observations
 DH3778.and adjusted by the National Geodetic Survey in June 2005..
 DH3778.The horizontal coordinates are valid at the epoch date displayed above.
 DH3778.The epoch date for horizontal control is a decimal equivalence
 DH3778.of Year/Month/Day.
 DH3778
 DH3778
 DH3778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3778
 DH3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3778
 DH3778.The ellipsoidal height was determined by GPS observations
 DH3778.and is referenced to NAD 83.
 DH3778
 DH3778.The geoid height was determined by GEOID03.
 DH3778
 DH3778;                    North         East     Units Scale Factor Converg.
 DH3778;SPC VA S     - 1,066,543.574 3,120,209.845   MT  0.99998503   -2 35 08.3
 DH3778;SPC VA S     - 3,499,151.71 10,236,888.47   sFT  0.99998503   -2 35 08.3
 DH3778;UTM  17      - 4,080,314.170   343,079.922   MT  0.99990336   -1 03 21.6
 DH3778
 DH3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3778!SPC VA S     -   0.99990972  x   0.99998503  =   0.99989476
 DH3778!UTM  17      -   0.99990972  x   0.99990336  =   0.99981309
 DH3778
 DH3778                          SUPERSEDED SURVEY CONTROL
 DH3778
 DH3778.No superseded survey control is available for this station.
 DH3778
 DH3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4308080314(NAD 83)
 DH3778_STAMPING: UNKNOWN
 DH3778'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'VABG'
 DH3778'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH3778'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3778'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3778'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3778'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH3778'
 DH3778' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3390 ***********************************************************************
 GX3390  DESIGNATION -  BIG WALKER MTN VAFS MAST
 GX3390  PID         -  GX3390
 GX3390  STATE/COUNTY-  VA/BLAND
 GX3390  USGS QUAD   -  BIG BEND (1977)
 GX3390
 GX3390                         *CURRENT SURVEY CONTROL
 GX3390  ___________________________________________________________________
 GX3390* NAD 83(1993)-  37 01 29.20202(N)    081 10 21.32210(W)     ADJUSTED  
 GX3390* NAVD 88     -                                                        
 GX3390  ___________________________________________________________________
 GX3390  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GX3390  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX3390
 GX3390  HORZ ORDER  -  THIRD
 GX3390
 GX3390.The horizontal coordinates were established by classical geodetic methods
 GX3390.and adjusted by the National Geodetic Survey in September 1995..
 GX3390
 GX3390
 GX3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3390
 GX3390.The geoid height was determined by GEOID03.
 GX3390
 GX3390;                    North         East     Units Scale Factor Converg.
 GX3390;SPC VA S     - 1,080,098.506 3,262,226.079   MT  0.99996319   -1 37 19.4
 GX3390;SPC VA S     - 3,543,623.18 10,702,820.06   sFT  0.99996319   -1 37 19.4
 GX3390;UTM  17      - 4,097,635.040   484,648.646   MT  0.99960290   -0 06 14.1
 GX3390
 GX3390                          SUPERSEDED SURVEY CONTROL
 GX3390
 GX3390  NAD 83(1986)-  37 01 29.20714(N)    081 10 21.31907(W) AD(       ) 4
 GX3390  NAD 27      -  37 01 28.77886(N)    081 10 21.98262(W) AD(       ) 3
 GX3390
 GX3390.Superseded values are not recommended for survey control.
 GX3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3390.See file dsdata.txt to determine how the superseded data were derived.
 GX3390
 GX3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8464997635(NAD 83)
 GX3390_MARKER: 42 = RADIO/TV MAST
 GX3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX3390+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 GX3390
 GX3390  HISTORY     - Date     Condition        Report By
 GX3390  HISTORY     - 1963     FIRST OBSERVED   CGS
 GX3390  HISTORY     - 20040522 GOOD             USPSQD
 GX3390
 GX3390                          STATION DESCRIPTION
 GX3390
 GX3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3390'THE STATION IS LOCATED ON BIG WALKER MOUNTAIN IN THE JEFFERSON
 GX3390'NATIONAL FOREST, ABOUT 7 MILES NORTHWEST OF WYTHEVILLE, 5
 GX3390'MILES SOUTHWEST OF BLAND AND 4 MILES NORTHEAST OF WHERE
 GX3390'U.S. HIGHWAYS 21 AND 52 CROSS OVER BIG WALKER MOUNTAIN.
 GX3390'
 GX3390'THE STATION IS A SMALL ANTENNA THAT EXTENDS ABOUT 3 FEET FROM
 GX3390'THE TOP OF A 50 FOOT HIGH 3 LEGGED STRUCTURAL STEEL MAST,
 GX3390'PAINTED SILVER.  THE STATION IS ABOUT 150 FEET EAST OF A RED
 GX3390'BRICK BUILDING.
 GX3390'
 GX3390'TO REACH THE STATION FROM THE POST OFFICE IN WYTHEVILLE, GO
 GX3390'SOUTHWEST ON MAIN STREET (U.S. HIGHWAY 11) FOR 0.15 MILE TO
 GX3390'4TH STREET (U.S. HIGHWAYS 21 AND 52), TURN RIGHT, WEST, ON U.S.
 GX3390'HIGHWAYS 21 AND 52 AND GO 12.7 MILES TO THE TOP OF BIG WALKER
 GX3390'MOUNTAIN AND A GRAVELED ROAD ON THE RIGHT, TURN SHARP RIGHT,
 GX3390'NORTHEAST AND GO 3.7 MILES TO THE STATION ON THE LEFT.
 GX3390
 GX3390                          STATION RECOVERY (2004)
 GX3390
 GX3390'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GX3390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4485 ***********************************************************************
 GV4485  DESIGNATION -  BIGLER 2
 GV4485  PID         -  GV4485
 GV4485  STATE/COUNTY-  VA/YORK
 GV4485  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4485
 GV4485                         *CURRENT SURVEY CONTROL
 GV4485  ___________________________________________________________________
 GV4485* NAD 83(1993)-  37 20 15.81098(N)    076 38 36.46825(W)     ADJUSTED  
 GV4485* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4485  ___________________________________________________________________
 GV4485  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV4485  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV4485
 GV4485  HORZ ORDER  -  THIRD
 GV4485
 GV4485.The horizontal coordinates were established by classical geodetic methods
 GV4485.and adjusted by the National Geodetic Survey in September 1995..
 GV4485
 GV4485.The orthometric height was scaled from a topographic map.
 GV4485
 GV4485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4485
 GV4485.The geoid height was determined by GEOID03.
 GV4485
 GV4485;                    North         East     Units Scale Factor Converg.
 GV4485;SPC VA S     - 1,113,079.642 3,664,500.112   MT  0.99994554   +1 07 36.4
 GV4485;SPC VA S     - 3,651,828.79 12,022,614.12   sFT  0.99994554   +1 07 36.4
 GV4485;UTM  18      - 4,133,604.979   354,415.040   MT  0.99986109   -0 59 49.0
 GV4485
 GV4485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4485!SPC VA S     -   1.00000528  x   0.99994554  =   0.99995081
 GV4485!UTM  18      -   1.00000528  x   0.99986109  =   0.99986636
 GV4485
 GV4485:                Primary Azimuth Mark                     Grid Az
 GV4485:SPC VA S     -  HIGH OLD CHIM BELOW CAPAHOSIC            027 41 13.0
 GV4485:UTM  18      -  HIGH OLD CHIM BELOW CAPAHOSIC            029 48 38.4
 GV4485
 GV4485|---------------------------------------------------------------------|
 GV4485| PID    Reference Object                     Distance      Geod. Az  |
 GV4485|                                                           dddmmss.s |
 GV4485| GV4429 HIGH OLD CHIM BELOW CAPAHOSIC       APPROX. 3.7 KM 0284849.4 |
 GV4485| DC8976 BIGLER 2 RM 1 PINE                   15.859 METERS 15924     |
 GV4485| DC8977 BIGLER 2 RM 2 CEM POST               28.606 METERS 20138     |
 GV4485| DC8978 BIGLER 2 RM 3 CEDAR                  26.499 METERS 25028     |
 GV4485| GV4467 FERRY POINT 2                       APPROX. 3.6 KM 3343600.8 |
 GV4485|---------------------------------------------------------------------|
 GV4485
 GV4485                          SUPERSEDED SURVEY CONTROL
 GV4485
 GV4485  NAD 83(1993)-  37 20 15.81178(N)    076 38 36.47334(W) AD(       ) 3
 GV4485  NAD 83(1986)-  37 20 15.81469(N)    076 38 36.49114(W) AD(       ) 3
 GV4485  NAD 27      -  37 20 15.29700(N)    076 38 37.65400(W) AD(       ) 3
 GV4485
 GV4485.Superseded values are not recommended for survey control.
 GV4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4485.See file dsdata.txt to determine how the superseded data were derived.
 GV4485
 GV4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5441533605(NAD 83)
 GV4485_MARKER: DS = TRIANGULATION STATION DISK
 GV4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4485
 GV4485  HISTORY     - Date     Condition        Report By
 GV4485  HISTORY     - 1911     MONUMENTED       CGS
 GV4485  HISTORY     - 1932     MARK NOT FOUND   CGS
 GV4485  HISTORY     - 1932     MARK NOT FOUND   VACF
 GV4485
 GV4485                          STATION DESCRIPTION
 GV4485
 GV4485'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4485'THIS STATION IS AT BIGLERS LANDING JUST BELOW WHERE AT PRESENT
 GV4485'THERE ARE GOOD BUILDINGS BUT NO WHARF, ON THE ONLY HIGH RIDGE
 GV4485'OF BANK ALONG HERE REACHING UP TO HIGH WATER, 7-1/2 METERS BACK
 GV4485'FROM CUT BANK AND 50 METERS BELOW POSITION OF OLD MILL, 14
 GV4485'METERS ABOVE EDGE OF PINE AND CEDAR WOODS, ON HIGH CLEAN AND HARD
 GV4485'GROUND.
 GV4485'
 GV4485'STATION IS MARKED BY A CEMENT POST 8 BY 8 BY 24 INCHES HAVING
 GV4485'A STANDARD BRASS C. AND G.S. TRIANGULATION DISK EMBEDDED IN THE
 GV4485'TOP, REINFORCED BY WIRE, PROJECTING 1 INCH ABOVE GROUND.
 GV4485'
 GV4485'REFERENCE MARK NO. 1 ON 12-INCH PINE TREE STANDING ON TOP
 GV4485'ANGLE OF LOWER BANK.
 GV4485'
 GV4485'REFERENCE MARK NO. 2 IS A CEMENT POST 8 BY 8 BY 24-INCHES WITH
 GV4485'CENTER MARKED BY A 1/2-INCH SQUARE IRON ROD SET IN THE WOODS
 GV4485'AND ON HIGH GROUND.  PROJECTS 1-1/2 INCHES ABOVE GROUND.
 GV4485'
 GV4485'REFERENCE MARK NO. 3 IS A NAIL IN TRIANGLE CUT ON 8-INCH CEDAR
 GV4485'IN FIELD.
 GV4485
 GV4485                          STATION RECOVERY (1932)
 GV4485
 GV4485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4485'STATION IS DESTROYED.
 GV4485'
 GV4485'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND IN
 GV4485'GOOD CONDITION.  THE BANK ON WHICH THE STATION WAS LOCATED HAS
 GV4485'WASHED AWAY.  MR. MAYNARD, WHO LIVES ABOUT 300 YARDS W OF THE
 GV4485'STATION, INFORMED ME THAT THE STATION WAS WASHED OUT ABOUT 10
 GV4485'YEARS AGO.
 GV4485'
 GV4485'NO NEW STATION WAS ESTABLISHED HERE.
 GV4485
 GV4485                          STATION RECOVERY (1932)
 GV4485
 GV4485'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4485'STATION DESTROYED.  MARKER LAST SEEN IN BASEMENT OF HOUSE
 GV4485'NEARBY.  NEW STATION BIGLER 3 ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4486 ***********************************************************************
 GV4486  DESIGNATION -  BIGLER 3 1932
 GV4486  PID         -  GV4486
 GV4486  STATE/COUNTY-  VA/YORK
 GV4486  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4486
 GV4486                         *CURRENT SURVEY CONTROL
 GV4486  ___________________________________________________________________
 GV4486* NAD 83(1993)-  37 20 15.80615(N)    076 38 36.48172(W)     ADJUSTED  
 GV4486* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4486  ___________________________________________________________________
 GV4486  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV4486  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV4486
 GV4486  HORZ ORDER  -  THIRD
 GV4486
 GV4486.The horizontal coordinates were established by classical geodetic methods
 GV4486.and adjusted by the National Geodetic Survey in September 1995..
 GV4486
 GV4486.The orthometric height was scaled from a topographic map.
 GV4486
 GV4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4486
 GV4486.The geoid height was determined by GEOID03.
 GV4486
 GV4486;                    North         East     Units Scale Factor Converg.
 GV4486;SPC VA S     - 1,113,079.487 3,664,499.783   MT  0.99994554   +1 07 36.4
 GV4486;SPC VA S     - 3,651,828.28 12,022,613.04   sFT  0.99994554   +1 07 36.4
 GV4486;UTM  18      - 4,133,604.836   354,414.706   MT  0.99986109   -0 59 49.0
 GV4486
 GV4486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4486!SPC VA S     -   1.00000528  x   0.99994554  =   0.99995081
 GV4486!UTM  18      -   1.00000528  x   0.99986109  =   0.99986636
 GV4486
 GV4486:                Primary Azimuth Mark                     Grid Az
 GV4486:SPC VA S     -  FERRY POINT 2                            333 28 45.1
 GV4486:UTM  18      -  FERRY POINT 2                            335 36 10.5
 GV4486
 GV4486|---------------------------------------------------------------------|
 GV4486| PID    Reference Object                     Distance      Geod. Az  |
 GV4486|                                                           dddmmss.s |
 GV4486| GV4467 FERRY POINT 2                       APPROX. 3.6 KM 3343621.5 |
 GV4486|---------------------------------------------------------------------|
 GV4486
 GV4486                          SUPERSEDED SURVEY CONTROL
 GV4486
 GV4486  NAD 83(1993)-  37 20 15.80701(N)    076 38 36.48690(W) AD(       ) 3
 GV4486  NAD 83(1986)-  37 20 15.80997(N)    076 38 36.50498(W) AD(       ) 3
 GV4486  NAD 27      -  37 20 15.29100(N)    076 38 37.66600(W) AD(       ) 3
 GV4486
 GV4486.Superseded values are not recommended for survey control.
 GV4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4486.See file dsdata.txt to determine how the superseded data were derived.
 GV4486
 GV4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5441533605(NAD 83)
 GV4486_MARKER: U = CONCRETE POST
 GV4486_SETTING: 0 = UNSPECIFIED SETTING
 GV4486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4486
 GV4486  HISTORY     - Date     Condition        Report By
 GV4486  HISTORY     - 1932     MONUMENTED       VACF
 GV4486  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4486  HISTORY     - 1947     MARK NOT FOUND   CGS
 GV4486  HISTORY     - 1951     MARK NOT FOUND   CGS
 GV4486
 GV4486                          STATION DESCRIPTION
 GV4486
 GV4486'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4486'STATION IS VERY NEAR THE LOCATION OF FORMER STATION AT THE FOOT
 GV4486'OF A SHORT BLUFF.  MARKED BY A CONCRETE MONUMENT.
 GV4486'
 GV4486'OLD REFERENCE MARK IN GOOD SHAPE, PINE TREE AND MARK EASILY
 GV4486'IDENTIFIED BUT COULD NOT FIND ANY MARK ON CEDAR ACCORDING TO
 GV4486'OLD DESCRIPTION.  COULD NOT LOCATE OLD MARKER.  LAST SEEN IN
 GV4486'BASEMENT OF HOUSE NEARBY.
 GV4486
 GV4486                          STATION RECOVERY (1944)
 GV4486
 GV4486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4486'THIS STATION IS IN AREA NOW OCCUPIED BY CAMP PEARY.  NEW
 GV4486'CONSTRUCTION IN THE AREA HAS EITHER DESTROYED THE STATION OR
 GV4486'COVERED IT WHEN THE BLUFF WAS SMOOTHED OVER AND EXTENDED TO
 GV4486'WATERS EDGE.
 GV4486
 GV4486                          STATION RECOVERY (1947)
 GV4486
 GV4486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4486'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  SINCE THE STATION
 GV4486'WAS ESTABLISHED IN 1932, A ROAD WAS BUILT PRACTICALLY ON TOP OF
 GV4486'THE MARK AND THE MARK WAS EITHER DESTROYED OR COVERED WITH
 GV4486'ABOUT 5 FEET OF EARTH.  A NEW STATION BIGLER 4 WAS ESTABLISHED
 GV4486'IN APPROXIMATELY THE SAME POSITION.
 GV4486'
 GV4486'REFERENCE MARK 1, THE PINE TREE, IS GONE.  IT WAS PROBABLY CUT
 GV4486'DOWN WHEN THE ROAD WAS ESTABLISHED.
 GV4486'
 GV4486'REFERENCE MARK 2, THE CEMENT POST, WAS SEARCHED FOR BUT NOT
 GV4486'FOUND.  IT IS BELIEVED TO BE GONE.
 GV4486'
 GV4486'REFERENCE MARK 3, NAIL IN TRIANGLE BLAZE ON CEDAR TREE, WAS FOUND.
 GV4486'THE TRIANGLE BLAZE COULD NOT BE IDENTIFIED FOR CERTAIN BUT
 GV4486'IS BELIEVED TO BE THE TREE REFERRED TO IN THE DESCRIPTION OF
 GV4486'BIGLER 2 AND BIGLER 3.  THE OLD BLAZE FOUND ON THIS TREE WAS
 GV4486'USED AS A WITNESS MARK FOR THE NEW STATION BIGLER 4.
 GV4486
 GV4486                          STATION RECOVERY (1951)
 GV4486
 GV4486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4486'STATION NOT RECOVERED.  ROAD BUILT IN 1932 NEAR STATION EITHER
 GV4486'DESTROYED OR COVERED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4487 ***********************************************************************
 GV4487  DESIGNATION -  BIGLER 4
 GV4487  PID         -  GV4487
 GV4487  STATE/COUNTY-  VA/YORK
 GV4487  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4487
 GV4487                         *CURRENT SURVEY CONTROL
 GV4487  ___________________________________________________________________
 GV4487* NAD 83(1993)-  37 20 15.79995(N)    076 38 36.46276(W)     ADJUSTED  
 GV4487* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4487  ___________________________________________________________________
 GV4487  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV4487  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV4487
 GV4487  HORZ ORDER  -  THIRD
 GV4487
 GV4487.The horizontal coordinates were established by classical geodetic methods
 GV4487.and adjusted by the National Geodetic Survey in September 1995..
 GV4487
 GV4487.The orthometric height was scaled from a topographic map.
 GV4487
 GV4487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4487
 GV4487.The geoid height was determined by GEOID03.
 GV4487
 GV4487;                    North         East     Units Scale Factor Converg.
 GV4487;SPC VA S     - 1,113,079.305 3,664,500.254   MT  0.99994554   +1 07 36.4
 GV4487;SPC VA S     - 3,651,827.69 12,022,614.58   sFT  0.99994554   +1 07 36.4
 GV4487;UTM  18      - 4,133,604.636   354,415.170   MT  0.99986109   -0 59 49.0
 GV4487
 GV4487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4487!SPC VA S     -   1.00000528  x   0.99994554  =   0.99995081
 GV4487!UTM  18      -   1.00000528  x   0.99986109  =   0.99986636
 GV4487
 GV4487:                Primary Azimuth Mark                     Grid Az
 GV4487:SPC VA S     -  JON                                      038 01 32.7
 GV4487:UTM  18      -  JON                                      040 08 58.1
 GV4487
 GV4487|---------------------------------------------------------------------|
 GV4487| PID    Reference Object                     Distance      Geod. Az  |
 GV4487|                                                           dddmmss.s |
 GV4487| GV4433 JON                                 APPROX. 3.5 KM 0390909.1 |
 GV4487| GV4412 ABE                                 APPROX. 3.2 KM 0512604.1 |
 GV4487| GV4416 BO                                  APPROX. 3.3 KM 0643122.1 |
 GV4487| GV4422 DOC                                 APPROX. 3.3 KM 0665818.1 |
 GV4487| GV4449 RED                                 APPROX. 3.4 KM 0683546.1 |
 GV4487| GV4421 CUP                                 APPROX. 3.0 KM 0685836.2 |
 GV4487| GV4423 EAT                                 APPROX. 3.6 KM 0740054.0 |
 GV4487| GV4419 CHIM                                APPROX. 3.9 KM 0752631.0 |
 GV4487| GV4425 FOX                                 APPROX. 3.9 KM 0801027.0 |
 GV4487| GV4426 GAS                                 APPROX. 4.1 KM 0822746.0 |
 GV4487| GV4432 HUT                                 APPROX. 4.2 KM 0853700.0 |
 GV4487| GV4438 MAN                                 APPROX. 4.3 KM 0875055.0 |
 GV4487| GV4443 NED                                 APPROX. 4.6 KM 0913446.0 |
 GV4487| GV4448 POT                                 APPROX. 4.6 KM 0962908.0 |
 GV4487| GV4452 SAD                                 APPROX. 4.7 KM 1015138.4 |
 GV4487| GV4444 PAGE ROCK LIGHTHOUSE                APPROX. 5.9 KM 1203109.6 |
 GV4487| GV4457 WALLER 2                            APPROX. 4.0 KM 1460604.1 |
 GV4487| DC8979 BIGLER 4 RM 1                        36.580 METERS 23321     |
 GV4487| DC8981 BIGLER 4 WM                          26.620 METERS 25021     |
 GV4487| DC8980 BIGLER 4 RM 2                        21.314 METERS 31305     |
 GV4487|---------------------------------------------------------------------|
 GV4487
 GV4487                          SUPERSEDED SURVEY CONTROL
 GV4487
 GV4487  NAD 83(1993)-  37 20 15.80056(N)    076 38 36.46777(W) AD(       ) 3
 GV4487  NAD 83(1986)-  37 20 15.80342(N)    076 38 36.48521(W) AD(       ) 3
 GV4487  NAD 27      -  37 20 15.29100(N)    076 38 37.64700(W) AD(       ) 3
 GV4487
 GV4487.Superseded values are not recommended for survey control.
 GV4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4487.See file dsdata.txt to determine how the superseded data were derived.
 GV4487
 GV4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5441533605(NAD 83)
 GV4487_MARKER: DS = TRIANGULATION STATION DISK
 GV4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4487
 GV4487  HISTORY     - Date     Condition        Report By
 GV4487  HISTORY     - 1947     MONUMENTED       CGS
 GV4487  HISTORY     - 1951     GOOD             CGS
 GV4487  HISTORY     - 1974     GOOD             LOCENG
 GV4487
 GV4487                          STATION DESCRIPTION
 GV4487
 GV4487'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4487'THIS STATION IS IN APPROXIMATELY THE SAME LOCATION AS
 GV4487'STATIONS BIGLER 2 AND BIGLER 3, ON THE SW SIDE OF THE YORK
 GV4487'RIVER, DIRECTLY ACOSS THE RIVER FROM CLAYBANK, VA., ON U.S.
 GV4487'NAVAL RESERVATION.  IT IS APPROXIMATELY 145 METERS NW OF A
 GV4487'SMALL BOAT PIER WHICH EXTENDS ABOUT 200 METERS OUT INTO THE
 GV4487'RIVER, AT A TURN IN THE ROAD, ABOUT 6 METERS SW OF THE
 GV4487'HIGH-WATER LINE, 3.3 METERS SW OF THE EDGE OF THE BANK NEXT
 GV4487'TO THE RIVER, 5.5 METERS N OF THE CENTER LINE OF THE ROAD,
 GV4487'22.9 METERS NW OF A LARGE PINE TREE (ABOUT 30 INCHES IN
 GV4487'DIAMETER), 14.7 METERS E OF AN 8-INCH PINE TREE, AND 27.7 METERS
 GV4487'SE OF THE NE END OF A LARGE TILE CULVERT.
 GV4487'
 GV4487'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF
 GV4487'CONCRETE, ABOUT 6 INCHES BELOW THE SURFACE OF THE ROADWAY,
 GV4487'AND IS COVERED TO PREVENT DAMAGE FROM VEHICLES.  UNDERGROUND
 GV4487'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 GV4487'
 GV4487'REFERENCE MARK 1 IS APPROXIMATELY 40 METERS SW OF THE
 GV4487'HIGH-WATER LINE, 13.2 METERS SW OF THE WITNESS MARK, 4.3
 GV4487'METERS NW OF THE CENTER LINE OF THE ROAD, AND 14.8 METERS
 GV4487'NW OF AN 8-INCH PINE TREE (WHICH IS THE MOST S IN A LINE OF
 GV4487'SMALL PINES).  IT IS A BRONZE REFERENCE DISK WHICH IS SURROUNDED
 GV4487'BY A MASS OF CONCRETE.  IT PROJECTS 4 TO 6 INCHES ABOVE
 GV4487'THE GROUND SURFACE.
 GV4487'
 GV4487'WITNESS MARK IS AN OLD IRREGULAR-SHAPED BLAZE ON A CEDAR TREE
 GV4487'12 TO 14 INCHES IN DIAMETER, WITH TWO NAILS DRIVEN IN THE CENTER
 GV4487'OF BLAZE.  IT IS THE LARGEST CEDAR TREE IN THIS VICINITY.
 GV4487'
 GV4487'REFERENCE MARK 2 IS 5.1 METERS NE OF THE CENTER LINE OF THE
 GV4487'ROAD, 6.4 METERS SE OF THE NE END OF THE TILE CULVERT MENTIONED
 GV4487'ABOVE, AND 12.3 METERS N OF AN 8-INCH PINE TREE.  IT IS A
 GV4487'BRONZE REFERENCE DISK SET IN A BLOCK OF CONCRETE AND PROJECTS
 GV4487'4 INCHES ABOVE THE GROUND.
 GV4487'
 GV4487'HEIGHT OF TARGET ABOVE STATION MARK - 4 METERS.
 GV4487
 GV4487                          STATION RECOVERY (1951)
 GV4487
 GV4487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4487'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 GV4487'AND ADEQUATE.
 GV4487
 GV4487                          STATION RECOVERY (1974)
 GV4487
 GV4487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JB)
 GV4487'CONDITION GOOD.
 GV4487'MARK IS AT CAMP PEARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4212 ***********************************************************************
 GV4212  DESIGNATION -  BILLUPS VFC 1920
 GV4212  PID         -  GV4212
 GV4212  STATE/COUNTY-  VA/MATHEWS
 GV4212  USGS QUAD   -  MATHEWS (1965)
 GV4212
 GV4212                         *CURRENT SURVEY CONTROL
 GV4212  ___________________________________________________________________
 GV4212* NAD 83(1993)-  37 27 56.35132(N)    076 16 50.97385(W)     ADJUSTED  
 GV4212* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4212  ___________________________________________________________________
 GV4212  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 GV4212  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV4212
 GV4212  HORZ ORDER  -  THIRD
 GV4212
 GV4212.The horizontal coordinates were established by classical geodetic methods
 GV4212.and adjusted by the National Geodetic Survey in September 1995..
 GV4212
 GV4212.The orthometric height was scaled from a topographic map.
 GV4212
 GV4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4212
 GV4212.The geoid height was determined by GEOID03.
 GV4212
 GV4212;                    North         East     Units Scale Factor Converg.
 GV4212;SPC VA S     - 1,127,966.658 3,696,292.776   MT  0.99994686   +1 20 48.7
 GV4212;SPC VA S     - 3,700,670.61 12,126,920.55   sFT  0.99994686   +1 20 48.7
 GV4212;UTM  18      - 4,147,300.995   386,733.376   MT  0.99975803   -0 46 45.1
 GV4212
 GV4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4212!SPC VA S     -   1.00000555  x   0.99994686  =   0.99995241
 GV4212!UTM  18      -   1.00000555  x   0.99975803  =   0.99976358
 GV4212
 GV4212:                Primary Azimuth Mark                     Grid Az
 GV4212:SPC VA S     -  WASH VFC 1920                            305 19 41.2
 GV4212:UTM  18      -  WASH VFC 1920                            307 27 15.0
 GV4212
 GV4212|---------------------------------------------------------------------|
 GV4212| PID    Reference Object                     Distance      Geod. Az  |
 GV4212|                                                           dddmmss.s |
 GV4212| GV4266 WASH VFC 1920                       APPROX. 0.8 KM 3064029.9 |
 GV4212|---------------------------------------------------------------------|
 GV4212
 GV4212                          SUPERSEDED SURVEY CONTROL
 GV4212
 GV4212  NAD 83(1993)-  37 27 56.35169(N)    076 16 50.97258(W) AD(       ) 3
 GV4212  NAD 83(1986)-  37 27 56.35758(N)    076 16 50.99684(W) AD(       ) 3
 GV4212  NAD 27      -  37 27 55.87700(N)    076 16 52.20600(W) AD(       ) 3
 GV4212
 GV4212.Superseded values are not recommended for survey control.
 GV4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4212.See file dsdata.txt to determine how the superseded data were derived.
 GV4212
 GV4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8673347301(NAD 83)
 GV4212_MARKER: Z = SEE DESCRIPTION
 GV4212_SETTING: 0 = UNSPECIFIED SETTING
 GV4212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4212
 GV4212  HISTORY     - Date     Condition        Report By
 GV4212  HISTORY     - 1920     MONUMENTED       VACF
 GV4212  HISTORY     - 1944     GOOD             CGS
 GV4212  HISTORY     - 1944     GOOD             CGS
 GV4212  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4212
 GV4212                          STATION DESCRIPTION
 GV4212
 GV4212'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4212'ON A LONG NARROW SAND RIDGE AT THE SOUTH SIDE OF MILFORD
 GV4212'HAVEN EAST OF THE MOUTH OF BILLUPS CREEK, AT A PLACE WHERE A
 GV4212'GOOD VIEW TO THE EASTWARD ALONG THE SHORE CAN BE OBTAINED.  MARKED
 GV4212'BY A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED
 GV4212'NEAR THE SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.  A
 GV4212'SMALL SLIM CEDAR STANDS ABOUT 2 FEET SOUTH OF STATION.
 GV4212
 GV4212                          STATION RECOVERY (1944)
 GV4212
 GV4212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV4212'ORIGINAL DESCRIPTION IS INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 GV4212'
 GV4212'STATION CAN BEST BE REACHED BY BOAT, IS ON TIP OF LILLEYS
 GV4212'NECK (BETWEEN BILLUPS CREEK AND WHITES CREEK) ON S SIDE OF
 GV4212'STUTTE CREEK, ON A LONG NARROW SAND BEACH, AT HIGH WATER LINE,
 GV4212'ABOUT 30 FEET N OF N EDGE OF MARSH S OF SAND BEACH, 54.6 METERS
 GV4212'E OF BLAZED 4-INCH DIAMETER CEDAR WHICH IS MOST E OF GROUP
 GV4212'OF CEDARS.
 GV4212'
 GV4212'STATION IS 1-INCH PIPE WHICH PROTRUDES ABOUT 8 INCHES FROM
 GV4212'IRREGULAR BLOCK OF CONCRETE THAT IS ABOUT 2 INCHES ABOVE THE
 GV4212'SAND.
 GV4212
 GV4212                          STATION RECOVERY (1944)
 GV4212
 GV4212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4212'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4212'IS CORRECT AND ADEQUATE FOR PRESENT DAY RECOVERY.
 GV4212
 GV4212                          STATION RECOVERY (2002)
 GV4212
 GV4212'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8341 ***********************************************************************
 HV8341  DESIGNATION -  BIRCH
 HV8341  PID         -  HV8341
 HV8341  STATE/COUNTY-  VA/FAIRFAX
 HV8341  USGS QUAD   -  HERNDON (1994)
 HV8341
 HV8341                         *CURRENT SURVEY CONTROL
 HV8341  ___________________________________________________________________
 HV8341* NAD 83(1993)-  38 53 42.46507(N)    077 26 03.85732(W)     ADJUSTED  
 HV8341* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 HV8341  ___________________________________________________________________
 HV8341  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 HV8341  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV8341
 HV8341  HORZ ORDER  -  SECOND
 HV8341
 HV8341.The horizontal coordinates were established by classical geodetic methods
 HV8341.and adjusted by the National Geodetic Survey in November 1994..
 HV8341
 HV8341.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8341
 HV8341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8341
 HV8341.The geoid height was determined by GEOID03.
 HV8341
 HV8341;                    North         East     Units Scale Factor Converg.
 HV8341;SPC VA N     - 2,136,895.948 3,592,439.023   MT  0.99996009   +0 39 54.2
 HV8341;SPC VA N     - 7,010,799.46 11,786,193.69   sFT  0.99996009   +0 39 54.2
 HV8341;UTM  18      - 4,307,956.220   288,876.220   MT  1.00014890   -1 31 44.8
 HV8341
 HV8341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8341!SPC VA N     -   0.99998999  x   0.99996009  =   0.99995008
 HV8341!UTM  18      -   0.99998999  x   1.00014890  =   1.00013889
 HV8341
 HV8341                          SUPERSEDED SURVEY CONTROL
 HV8341
 HV8341  NAD 83(1993)-  38 53 42.46484(N)    077 26 03.86266(W) AD(       ) 2
 HV8341  NAD 83(1986)-  38 53 42.46444(N)    077 26 03.87023(W) AD(       ) 2
 HV8341  NGVD 29 (01/12/90)   95.9    (m)          315.     (f) VERT ANG       
 HV8341
 HV8341.Superseded values are not recommended for survey control.
 HV8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8341.See file dsdata.txt to determine how the superseded data were derived.
 HV8341
 HV8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8887607956(NAD 83)
 HV8341_MARKER: Z = SEE DESCRIPTION
 HV8341_SETTING: 0 = UNSPECIFIED SETTING
 HV8341_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8341
 HV8341  HISTORY     - Date     Condition        Report By
 HV8341  HISTORY     - 1975     MONUMENTED       VA-059
 HV8341
 HV8341                          STATION DESCRIPTION
 HV8341
 HV8341'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8341'THE STATION IS LOCATED ABOUT 7.61 MILES NORTHWEST OF FAIRFAX, 3.84
 HV8341'MILES NORTHWEST OF CENTREVILLE AND 0.17 MILES WEST OF CHANTILLY OFF
 HV8341'ROUTE 50 AT AN OLD CHURCH NEAR AN OLD GRAVEYARD.  SEE FAIRFAX COUNTY
 HV8341'TAX MAP 34-4, ADDRESS 14101.
 HV8341'
 HV8341'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 236 AND ROUTE 50
 HV8341'IN FAIRFAX, GO WEST ON ROUTE 50 FOR 8.15 MILES TO THE TRAFFIC
 HV8341'CROSS-OVER TO CUDA PLACE, IMMEDIATELY PAST CHANTILLY.  MAKE A U-TURN
 HV8341'AT THE CROSS-OVER AND BACK TRACK ON ROUTE 50 FOR 0.5 MILES AND THE
 HV8341'ENTRANCE TO A RED STONE CHURCH ON THE RIGHT.  TURN RIGHT, SOUTHWEST,
 HV8341'INTO THE DRIVE OF THE CHURCH AND STATION BIRCH AHEAD.
 HV8341'
 HV8341'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8341'CO DPW SUR--- IN THE CIRCULAR DIRT DRIVE AND BELOW THE GROUND SURFACE
 HV8341'LOCATED 100 FEET S FROM THE CENTERLINE OF EASTBOUND ROUTE 50.
 HV8341'
 HV8341'REFERENCE MARK NO. 01 IS THE TOP OF THE SOUTHWEST CORNER OF A
 HV8341'TOMBSTONE BEARING THE NAME BIRCH LOCATED 35 FEET NE FROM RM 2.
 HV8341'
 HV8341'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN A 48 INCH HICKORY TREE
 HV8341'LOCATED 100 FEET NE FROM RM-3.
 HV8341'
 HV8341'REFERENCE MARK NO. 03 IS A NAIL AND CAP IN A 15 INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3184 ***********************************************************************
 GY3184  DESIGNATION -  BIRCH RESET
 GY3184  PID         -  GY3184
 GY3184  STATE/COUNTY-  VA/DICKENSON
 GY3184  USGS QUAD   -  CLINTWOOD (1977)
 GY3184
 GY3184                         *CURRENT SURVEY CONTROL
 GY3184  ___________________________________________________________________
 GY3184* NAD 83(1993)-  37 14 16.83073(N)    082 27 28.86659(W)     ADJUSTED  
 GY3184* NAVD 88     -       957.3    (meters)    3141.     (feet)  VERTCON   
 GY3184  ___________________________________________________________________
 GY3184  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 GY3184  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY3184
 GY3184  HORZ ORDER  -  FIRST
 GY3184
 GY3184.The horizontal coordinates were established by classical geodetic methods
 GY3184.and adjusted by the National Geodetic Survey in December 1995..
 GY3184
 GY3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3184
 GY3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3184
 GY3184.The geoid height was determined by GEOID03.
 GY3184
 GY3184;                    North         East     Units Scale Factor Converg.
 GY3184;SPC VA S     - 1,107,756.826 3,148,912.477   MT  0.99994794   -2 24 08.0
 GY3184;SPC VA S     - 3,634,365.52 10,331,057.02   sFT  0.99994794   -2 24 08.0
 GY3184;SPC KY1Z     - 1,105,556.069 1,792,038.579   MT  0.99996658   +2 01 16.1
 GY3184;SPC KY1Z     - 3,627,145.20  5,879,379.90   sFT  0.99996658   +2 01 16.1
 GY3184;SPC KY S     -   605,483.676   792,034.274   MT  0.99994680   +1 59 47.3
 GY3184;SPC KY S     - 1,986,491.03  2,598,532.45   sFT  0.99994680   +1 59 47.3
 GY3184;UTM  17      - 4,122,271.826   370,672.948   MT  0.99980603   -0 52 56.7
 GY3184
 GY3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3184!SPC VA S     -   0.99985467  x   0.99994794  =   0.99980262
 GY3184!SPC KY1Z     -   0.99985467  x   0.99996658  =   0.99982126
 GY3184!SPC KY S     -   0.99985467  x   0.99994680  =   0.99980148
 GY3184!UTM  17      -   0.99985467  x   0.99980603  =   0.99966073
 GY3184
 GY3184:                Primary Azimuth Mark                     Grid Az
 GY3184:SPC VA S     -  BIRCH RM 3 AZIMUTH                       073 41 45.0
 GY3184:SPC KY1Z     -  BIRCH RM 3 AZIMUTH                       069 16 20.9
 GY3184:SPC KY S     -  BIRCH RM 3 AZIMUTH                       069 17 49.7
 GY3184:UTM  17      -  BIRCH RM 3 AZIMUTH                       072 10 33.7
 GY3184
 GY3184|---------------------------------------------------------------------|
 GY3184| PID    Reference Object                     Distance      Geod. Az  |
 GY3184|                                                           dddmmss.s |
 GY3184| AI6480 BIRCH RM 3 AZIMUTH                                 0711737.0 |
 GY3184| AI6481 BIRCH RM 4                            1.225 METERS 08359     |
 GY3184| AI6478 BIRCH RM 1                            1.735 METERS 26605     |
 GY3184| GY3197 WEEKSBURY                           APPROX.22.4 KM 2861807.7 |
 GY3184| AI6479 BIRCH RM 2                            5.232 METERS 32355     |
 GY3184|---------------------------------------------------------------------|
 GY3184
 GY3184                          SUPERSEDED SURVEY CONTROL
 GY3184
 GY3184  NAD 83(1993)-  37 14 16.83350(N)    082 27 28.86914(W) AD(       ) 1
 GY3184  NAD 83(1993)-  37 14 16.83962(N)    082 27 28.86720(W) AD(       ) 1
 GY3184  NAD 83(1986)-  37 14 16.84021(N)    082 27 28.87442(W) AD(       ) 1
 GY3184  NAD 27      -  37 14 16.44397(N)    082 27 29.32320(W) AD(       ) 1
 GY3184  NGVD 29 (07/19/86)  957.5    (m)         3141.     (f) VERT ANG       
 GY3184
 GY3184.Superseded values are not recommended for survey control.
 GY3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3184.See file dsdata.txt to determine how the superseded data were derived.
 GY3184
 GY3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB7067322272(NAD 83)
 GY3184_MARKER: DD = SURVEY DISK
 GY3184_SETTING: 66 = SET IN ROCK OUTCROP
 GY3184_STAMPING: BIRCH 1933 USGS
 GY3184_MARK LOGO: CGS   
 GY3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3184+STABILITY: SURFACE MOTION
 GY3184
 GY3184  HISTORY     - Date     Condition        Report By
 GY3184  HISTORY     - 1933     MONUMENTED       USGS
 GY3184  HISTORY     - 1934     GOOD             CGS
 GY3184  HISTORY     - 1963     GOOD             CGS
 GY3184  HISTORY     - 1980     GOOD             NGS
 GY3184  HISTORY     - 19850515 GOOD             NGS
 GY3184
 GY3184                          STATION DESCRIPTION
 GY3184
 GY3184'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (MAH)
 GY3184'STATION IS ON THE HIGHEST POINT IN THE CUMBERLAND MOUNTAINS,
 GY3184'(PINE MOUNTAINS), KNOWN LOCALLY AS BIRCH KNOB, ABOUT 6 MILES
 GY3184'N OF CLINTWOOD, VIRGINIA.
 GY3184'
 GY3184'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GY3184'IN OUTCROPPING BEDROCK.
 GY3184'
 GY3184'REFERENCE MARK NO. 1 IS W OF THE STATION AND ABOUT THE SAME
 GY3184'ELEVATION.
 GY3184'
 GY3184'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON THE HIGHEST
 GY3184'POINT OF THE CLIFF.
 GY3184'
 GY3184'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS E OF THE STATION
 GY3184'IN ROCK CLIFF SLIGHTLY LOWER THAN THE STATION.
 GY3184'
 GY3184'REFERENCE MARK NO. 4 IS ESE OF THE STATION, AND DISTANT 1.200 METERS.
 GY3184'
 GY3184'TO REACH FROM CLINTWOOD, TAKE DIRT ROAD N 8.1 MILES TO THE
 GY3184'SKEETS ROCK POST OFFICE, AND TAKE LEFT FORK.  PROCEED 1.4
 GY3184'MILES AND TURN RIGHT.  CONTINUE 0.4 MILE AND TAKE FARM ROAD
 GY3184'STRAIGHT AHEAD TO THE HOME OF HULDA MOORE, END OF TRUCK TRAVEL.
 GY3184'TAKE TRAIL UPHILL TO THE NW, ABOUT 2-1/2 MILES, TO THE STATION.
 GY3184'THIS IS AN OLD (U.S.G.S.) STATION, AND THE STATION AND REFERENCE
 GY3184'MARKS NOS. 1 AND 4, WERE CEMENTED IN THE OLD DRILL HOLES.
 GY3184'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE SUMMIT
 GY3184'(A SERIES OF LARGE ROCK OUTCROPS AND BOULDERS FORM THE
 GY3184'SUMMIT), 18 FEET S OF THE HIGHEST POINT OF THE CLIFF.
 GY3184'
 GY3184'NOTE--REFERENCE MARKS NOS. 1 AND 4, ARE TOO CLOSE FOR POINTING.
 GY3184'
 GY3184'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 GY3184
 GY3184                          STATION RECOVERY (1934)
 GY3184
 GY3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GY3184'STATION IS 8.75 MILES ENE OF HAYSI, 6 MILES N OF CLINTWOOD,
 GY3184'ON THE HIGHEST POINT OF PINK MOUNTAIN, LOCALLY KNOWN AS
 GY3184'BIRCH KNOB.
 GY3184'
 GY3184'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS
 GY3184'DESCRIBED.  THIS IS AN OLD STATION RE-MARKED IN 1933.
 GY3184'
 GY3184'TO REACH STATION FROM SKEETS ROCK POST OFFICE, TAKE DIRT
 GY3184'ROAD NW FOR 1.4 MILES.  TURN RIGHT AND CONTINUE 0.4 MILE
 GY3184'AND KEEP STRAIGHT AHEAD ON ROUGH, WASHED-OUT ROAD FOR 0.15
 GY3184'MILE TO END OF TRUCK TRAVEL.  KEEP STRAIGHT AHEAD ON THIS
 GY3184'NARROW, WASHED-OUT ROAD FOR ABOUT 0.2 MILE TO THE HOME OF MRS.
 GY3184'HULDA MOORE, AND TAKE TRAIL 2-1/2 MILES UP THE HILL TO THE
 GY3184'NW, AND THENCE ACROSS TWO INTERVENING RIDGES TO THE BASE OF
 GY3184'THE ROCKY PEAK AND CLIMB UP THROUGH NARROW CREVICE AND BEAR
 GY3184'TO THE RIGHT ALONG THE EDGE OF THE ROCK CLIFF ABOUT 0.2 MILE
 GY3184'TO THE HIGH POINT AND THE STATION, ON THE SE EDGE OF A
 GY3184'NARROW CREVICE, 18 FEET SE OF AN UPSTANDING ROCKY POINT.
 GY3184'
 GY3184'A 10-FOOT STAND REQUIRED.
 GY3184
 GY3184                          STATION RECOVERY (1963)
 GY3184
 GY3184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3184'THE STATION IS 8.75 MILES EAST-NORTHEAST OF HAYSI, 6 MILES
 GY3184'NORTH OF CLINTWOOD, ON THE HIGHEST POINT OF PINE MOUNTAIN,
 GY3184'LOCALLY KNOWN AS BIRCH KNOB.
 GY3184'
 GY3184'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE FOUND IN
 GY3184'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT OBSERVED
 GY3184'DUE TO HEAVY TREE GROWTH.
 GY3184'
 GY3184'A FIRE LOOKOUT TOWER IS TO BE BUILT NEAR THE STATION SITE IN
 GY3184'THE NEAR FUTURE, AND A NEW ROAD IS BEING BUILT INTO THE
 GY3184'STATION FROM THE WEST AT THE PRESENT TIME.
 GY3184'
 GY3184'TO REACH THE STATION FROM THE POST OFFICE IN CLINTWOOD, GO
 GY3184'WEST ON WALNUT STREET FOR 0.3 MILE TO STATE HIGHWAY 83, TURN
 GY3184'RIGHT ON HIGHWAY 83 AND GO 0.2 MILE TO COUNTY ROUTE 611, TURN
 GY3184'RIGHT AND FOLLOW ROUTE 611 FOR 3.1 MILES TO A SINGLE LANE
 GY3184'STEEL BRIDGE, CROSS BRIDGE AND CONTINUE ON ROUTE 611 STRAIGHT
 GY3184'AHEAD FOR 2.6 MILES TO A BLADED ROAD ON THE LEFT AND THE
 GY3184'ADAM CHILDRESS HOME ON THE RIGHT.  MR. CHILDRESS IS A FOREST
 GY3184'WARDEN.  TURN LEFT ON THE BLADED ROAD AND GO 0.5 MILE TO A
 GY3184'FORK, FOLLOW RIGHT FORK FOR 2.7 MILE TO A CLEARING AND WATER
 GY3184'HOLE, CONTINUE ON TRACK ROAD FOR 0.6 MILES, PARALLELING THE
 GY3184'NEWLY CUT FOREST SERVICE RIGHT-OF-WAY, TO A CLEARING AND
 GY3184'E.T.T.  FROM THIS POINT IT IS A BACK PACK OF APPROXIMATELY
 GY3184'2-1/4 MILES.  THE PACKING TRAIL CROSSES THE NEWLY CLEARED
 GY3184'RIGHT OF WAY IN SEVERAL PLACES.  THE PATH LEADS TO A
 GY3184'SMALL WATER SPRING, FROM THIS POINT GO SOUTH UP THE STEEP
 GY3184'SLOPE TO THE BASE OF THE ROCK CLIFF AND CLIMB UP THROUGH
 GY3184'A NARROW CLEFT IN THE ROCKS TO THE TOP.  THE STATION IS
 GY3184'ABOUT 100 YARDS WEST OF THE CLEFT.
 GY3184
 GY3184                          STATION RECOVERY (1980)
 GY3184
 GY3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GY3184'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 GY3184'MARKS CHECKED AS DID THE DIRECTION TO REFERENCE MARK 2.  THE DIRECTION
 GY3184'TO REFERENCE MARK 4 WAS FOUND TO BE IN ERROR BY 39 MINUTES AND 2
 GY3184'REFERENCE MARK 1 BY 1 DEGREE AND 1 MINUTE.  A NEW DESCRIPTION FOLLOWS.
 GY3184'
 GY3184'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE CUMBERLAND
 GY3184'MOUNTAINS, KNOWN LOCALLY AS BIRCH KNOB, ABOUT 6 MILES NORTH OF
 GY3184'CLINTWOOD, VIRGINIA, A STANDARD DISK STAMPED---BIRCH USGS 1933---SET
 GY3184'IN A DRILL HOLE IN A HUGE ROCK ABOUT 7 FEET LOWER IN ELEVATION THAN
 GY3184'THE HIGHEST POINT, 18 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK
 GY3184'AND 3 FEET SOUTHEAST OF A 2 FOOT WIDE CREVICE IN THE ROCK.
 GY3184'
 GY3184'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 631
 GY3184'AT CLINTWOOD, GO NORTHERLY ON HIGHWAY 631 FOR 2.75 MILES TO A BRIDGE
 GY3184'OVER THE DOUND RIVER.  CONTINUE ON HIGHWAY 631 FOR 0.1 MILE TO A ROAD
 GY3184'RIGHT.  TURN RIGHT AND GO UPHILL ON STATE ROAD 611 FOR 2.4 MILES TO A
 GY3184'ROAD LEFT.  TURN LEFT ON GRAVEL AND FOREST ROAD FOR 4.85 MILES TO
 GY3184'BLUFF AND STATION ON TOP OF LARGE ROCK AT SITE OF BIRCH KNOB LOOKOUT
 GY3184'TOWER.
 GY3184'
 GY3184'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BIRCH USGS NO 1
 GY3184'1933---SET IN A DRILL HOLE IN THE ROCK, AND ABOUT 2 FEET HIGHER THAN
 GY3184'THE STATION MARK.
 GY3184'
 GY3184'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BIRCH USGS NO 2
 GY3184'1933---SET IN A DRILL HOLE IN THE ROCK AND ABOUT 7 FEET HIGHER THAN
 GY3184'THE STATION MARK.
 GY3184'
 GY3184'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BIRCH USGS NO 3
 GY3184'1933---SET IN A DRILL HOLE IN THE NORTH EDGE OF THE SAME CHAIN OF
 GY3184'ROCKS AS THE STATION MARK AND SLIGHTLY LOWER IN ELEVATION THAN SAME.
 GY3184'
 GY3184'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BIRCH USGS NO 4
 GY3184'1933---SET IN A DRILL HOLE IN THE ROCK AND ABOUT 1 FOOT HIGHER IN
 GY3184'ELEVATION THAN THE STATION MARK.
 GY3184
 GY3184                          STATION RECOVERY (1985)
 GY3184
 GY3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 GY3184'THE STATION MARK RM 1 RM 2 RM 3 (AZ MK) AND RM 4 WERE ALL FOUND AS
 GY3184'DESCRIBED AND IN GOOD CONDITION.  THE FIRE TOWER REFERRED TO IN THE
 GY3184'1963 DESCRIPTION HAS BEEN TORN DOWN AND A ROAD NOW LEADS TO THE CLIFF
 GY3184'ABOUT 30 METERS (98.4 FT) BELOW THE STATION.  THE ONLY APPARENT ACCESS
 GY3184'TO THE STATION IS THROUGH A NARROW CRACK IN THE ROCK AND BULKY
 GY3184'EQUIPENT MAY HAVE TO BE HOISTED UP BY ROPE.  A NEW DESCRIPTION
 GY3184'FOLLOWS.  THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHWEST OF
 GY3184'ELKHORN CITY KENTUCKY 10 KM (6.20 MI) NORTH OF CLINTWOOD VIRGINIA IN
 GY3184'THE JEFFERSON NATIONAL FOREST ON THE BORDER BETWEEN KENTUCKY AND
 GY3184'VIRGINIA AND ON A ROCK OUTCROP AT THE HIGHEST SUMMIT OF PINE MOUNTAIN
 GY3184'LOCALLY KNOWN AS BIRCH KNOB.
 GY3184'TO REACH THE STATION FROM THE STATE ROUTES 83 AND 631 (BRUSH CREEK RD)
 GY3184'AT THE WEST EDGE OF CLINTWOOD GO NORTH ON ROUTE 631 FOR 4.7 KM (2.90
 GY3184'MI) TO A FORK JUST PAST THE BRIDGE OVER POUND RIVER.  TAKE RIGHT FORK
 GY3184'GOING NORTH AND UPHILL ON COUNTY ROUTE 611 4.0 KM (2.50 MI) TO A
 GY3184'T-INTERSECTION THEN LEFT 0.2 KM (0.10 MI) TO A FORK THEN RIGHT AND
 GY3184'UPHILL ON A GRAVEL FOREST SERVICE ROAD 1.0 KM (0.60 MI) TO A FORK THEN
 GY3184'RIGHT 6.9 KM (4.30 MI) TO END OF TRUCK TRAVEL AT THE BASE OF A CLIFF
 GY3184'THEN PACK UP THROUGH A CREVICE IN THE ROCK AND 0.1 KM (0.05 MI) NORTH
 GY3184'TO THE STATION AT THE HIGHEST POINT OF THE ROCK SUMMIT.
 GY3184'THE STATION IS A STANDARD USGS DISK STAMPED--BIRCH USGS 1933--, SET
 GY3184'INTO ROCK OUTCROP.  THE STATION IS LOCATED 5.5 METERS 5.5 METERS (18.0
 GY3184'FT) SOUTHEAST FROM THE HIGHEST ROCK POINT. THE HIGHEST ROCK POINT.
 GY3184'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BIRCH USGS NO 1
 GY3184'1933--, SET INTO ROCK OUTCROP WEST OF THE STATION. REFERENCE MARK NO 2
 GY3184'IS A STANDARD CGS DISK STAMPED BIRCH--USGS NO 2 1933--, SET INTO ROCK
 GY3184'OUTCROP NORTHWEST OF THE STATION AND ON THE HIGHEST PART OF THE CLIFF.
 GY3184'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--BIRCH USGS NO 4
 GY3184'1933--, SET INTO ROCK OUTCROP EAST OF THE STATION. AZIMUTH MARK NO 1
 GY3184'IS A STANDARD CGS DISK STAMPED BIRCH USGS NO 3 1933--, SET INTO ROCK
 GY3184'OUTCROP ABOUT 90 METERS (295.3 FT) EAST NORTHEAST OF THE STATION AT
 GY3184'THE EAST OF THE ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9009 ***********************************************************************
 HV9009  DESIGNATION -  BIRCHDALE
 HV9009  PID         -  HV9009
 HV9009  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9009  USGS QUAD   -  OCCOQUAN (1994)
 HV9009
 HV9009                         *CURRENT SURVEY CONTROL
 HV9009  ___________________________________________________________________
 HV9009* NAD 83(1993)-  38 37 42.45245(N)    077 18 35.29673(W)     ADJUSTED  
 HV9009* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 HV9009  ___________________________________________________________________
 HV9009  X           -   1,096,022.365 (meters)                     COMP
 HV9009  Y           -  -4,867,318.265 (meters)                     COMP
 HV9009  Z           -   3,960,190.258 (meters)                     COMP
 HV9009  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HV9009  ELLIP HEIGHT-          17.51  (meters)          (06/04/02) GPS OBS
 HV9009  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV9009
 HV9009  HORZ ORDER  -  SECOND
 HV9009  ELLP ORDER  -  FOURTH    CLASS II
 HV9009
 HV9009.The horizontal coordinates were established by GPS observations
 HV9009.and adjusted by the National Geodetic Survey in November 1994..
 HV9009
 HV9009.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9009
 HV9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9009
 HV9009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9009
 HV9009.The ellipsoidal height was determined by GPS observations
 HV9009.and is referenced to NAD 83.
 HV9009
 HV9009.The geoid height was determined by GEOID03.
 HV9009
 HV9009;                    North         East     Units Scale Factor Converg.
 HV9009;SPC VA N     - 2,107,429.335 3,603,631.123   MT  0.99994840   +0 44 34.2
 HV9009;SPC VA N     - 6,914,124.41 11,822,913.11   sFT  0.99994840   +0 44 34.2
 HV9009;UTM  18      - 4,278,078.405   298,936.033   MT  1.00009786   -1 26 32.7
 HV9009
 HV9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9009!SPC VA N     -   0.99999725  x   0.99994840  =   0.99994565
 HV9009!UTM  18      -   0.99999725  x   1.00009786  =   1.00009511
 HV9009
 HV9009                          SUPERSEDED SURVEY CONTROL
 HV9009
 HV9009  ELLIP H (11/14/94)   17.52   (m)                       GP(       ) 4 2
 HV9009  NAD 83(1993)-  38 37 42.45159(N)    077 18 35.30650(W) AD(       ) 2
 HV9009  ELLIP H (01/27/92)   16.95   (m)                       GP(       ) 4 1
 HV9009  NAD 83(1986)-  38 37 42.45205(N)    077 18 35.30777(W) AD(       ) 2
 HV9009  NGVD 29 (01/20/89)   49.9    (m)          164.     (f) GPS OBS        
 HV9009
 HV9009.Superseded values are not recommended for survey control.
 HV9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9009.See file dsdata.txt to determine how the superseded data were derived.
 HV9009
 HV9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9893678078(NAD 83)
 HV9009_MARKER: A = ALUMINUM MARKER
 HV9009_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9009_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9009+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 HV9009
 HV9009  HISTORY     - Date     Condition        Report By
 HV9009  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9009  HISTORY     - 20051007 GOOD             ENGGRO
 HV9009
 HV9009                          STATION DESCRIPTION
 HV9009
 HV9009'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9009'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9009'SOUTHEAST DALE CITY, VIRGINIA, AND ABOUT 1.0 MILE WEST OF INTERSTATE
 HV9009'95, NEAR THE DALE CITY LITTLE LEAGUE BALLPARK, BEHIND FIRE STATION 10.
 HV9009'
 HV9009'TO REACH THE STATION FROM THE INTERSECTION OF GIDEON DRIVE, AND DALE
 HV9009'BOULEVARD, ROUTE 784, GO WEST ON DALE BOULEVARD FOR 0.4 MILES TO FIRE
 HV9009'STATION NUMBER 10 ON THE LEFT. TURN LEFT, THEN IMMEDIATELY LEFT ONTO
 HV9009'A DIRT TRAIL THAT PARALLELS DALE BOULEVARD, AND PROCEED TO THE STATION
 HV9009'NEAR A BASEBALL BACKSTOP.
 HV9009'
 HV9009'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9009'AND IS STAMPED---71 BIRCHDALE 1986--- THE STATION IS 72 FEET NORTH OF
 HV9009'A POWER POLE WITH THREE TRANSFORMERS, 18.9 FEET NORTHWEST OF A
 HV9009'CONCRETE CABLE MARKER, ABOUT 50 FEET SOUTH OF THE SOUTH EDGE OF THE
 HV9009'PAVEMENT OF DALE BOULEVARD, 20 FEET NORTH OF A BACKSTOP OF THE LITTLE
 HV9009'LEAGUE PARK, AND 75.18 FEET WEST OF POWER POLE WITH TRANSFORMERS.
 HV9009'
 HV9009'THE AZIMUTH MARK IS A BRASS DISK IN AN 8 INCH CONCRETE POST SET 1 INCH
 HV9009'BELOW THE GROUND, AND IS STAMPED---71 BIRCHDALE 1986 AZIMUTH---. THE
 HV9009'MARK IS 58.45 FEET NORTH OF A FIRE HYDRANT, 5.90 FEET NORTHEAST OF
 HV9009'FACE OF THE CURB, 76.85 FEET EAST OF AN 8 FOOT HIGH LIGHT POST.
 HV9009'
 HV9009'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON DALE CITY
 HV9009'BOULEVARD TO THE PARKING LOT OF THE DALE CITY BAPTIST CHURCH ON THE
 HV9009'LEFT, AND THE MARK IN THE GRASS AREA BETWEEN THE PARKING LOT AND DALE
 HV9009'CITY BOULEVARD.
 HV9009
 HV9009                          STATION RECOVERY (2005)
 HV9009
 HV9009'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BMT)
 HV9009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5661 ***********************************************************************
 GV5661  DESIGNATION -  BIRCHEN
 GV5661  PID         -  GV5661
 GV5661  STATE/COUNTY-  VA/NOTTOWAY
 GV5661  USGS QUAD   -  BLACKSTONE EAST (1987)
 GV5661
 GV5661                         *CURRENT SURVEY CONTROL
 GV5661  ___________________________________________________________________
 GV5661* NAD 83(1993)-  37 02 28.98870(N)    077 55 32.66919(W)     ADJUSTED  
 GV5661* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 GV5661  ___________________________________________________________________
 GV5661  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV5661  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GV5661
 GV5661  HORZ ORDER  -  SECOND
 GV5661
 GV5661.The horizontal coordinates were established by classical geodetic methods
 GV5661.and adjusted by the National Geodetic Survey in September 1995..
 GV5661
 GV5661.The orthometric height was scaled from a topographic map.
 GV5661
 GV5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5661
 GV5661.The geoid height was determined by GEOID03.
 GV5661
 GV5661;                    North         East     Units Scale Factor Converg.
 GV5661;SPC VA S     - 1,078,730.926 3,551,085.716   MT  0.99996150   +0 20 54.7
 GV5661;SPC VA S     - 3,539,136.38 11,650,520.39   sFT  0.99996150   +0 20 54.7
 GV5661;UTM  18      - 4,103,467.540   239,788.900   MT  1.00043420   -1 45 48.4
 GV5661;UTM  17      - 4,103,884.656   773,423.410   MT  1.00052108   +1 51 11.0
 GV5661
 GV5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5661!SPC VA S     -   0.99998692  x   0.99996150  =   0.99994842
 GV5661!UTM  18      -   0.99998692  x   1.00043420  =   1.00042111
 GV5661!UTM  17      -   0.99998692  x   1.00052108  =   1.00050799
 GV5661
 GV5661|---------------------------------------------------------------------|
 GV5661| PID    Reference Object                     Distance      Geod. Az  |
 GV5661|                                                           dddmmss.s |
 GV5661| DC5143 BIRCHEN RM 1                         19.036 METERS 20109     |
 GV5661| DC5142 BIRCHEN AZ MK                                      2812046.5 |
 GV5661| DC5144 BIRCHEN RM 2                         20.860 METERS 29642     |
 GV5661| GW2311 BLACKSTONE CITY WATER TANK          APPROX. 8.3 KM 2984211.5 |
 GV5661| GV5663 WASHINGTON ATLANTA AWY BCN 42       APPROX. 5.2 KM 3264433.2 |
 GV5661|---------------------------------------------------------------------|
 GV5661
 GV5661                          SUPERSEDED SURVEY CONTROL
 GV5661
 GV5661  NAD 83(1986)-  37 02 28.99582(N)    077 55 32.68568(W) AD(       ) 2
 GV5661  NAD 27      -  37 02 28.45501(N)    077 55 33.66245(W) AD(       ) 2
 GV5661
 GV5661.Superseded values are not recommended for survey control.
 GV5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5661.See file dsdata.txt to determine how the superseded data were derived.
 GV5661
 GV5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3978903468(NAD 83)
 GV5661_MARKER: DS = TRIANGULATION STATION DISK
 GV5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5661
 GV5661  HISTORY     - Date     Condition        Report By
 GV5661  HISTORY     - 1942     MONUMENTED       CGS
 GV5661  HISTORY     - 1949     GOOD             CGS
 GV5661  HISTORY     - 1950     GOOD             CGS
 GV5661  HISTORY     - 1951     GOOD             CGS
 GV5661  HISTORY     - 1953     GOOD             CGS
 GV5661  HISTORY     - 1961     SEE DESCRIPTION  USE
 GV5661  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GV5661  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV5661  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5661  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5661
 GV5661                          STATION DESCRIPTION
 GV5661
 GV5661'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5661'THE STATION IS LOCATED ABOUT 5 MILES SE OF BLACKSTONE, AND
 GV5661'0.25 MILE E OF THE E SIDE OF THE PROPOSED LOCATION OF THE NEW
 GV5661'ARMY BARRACKS, ON GOVERNMENT MILITARY RESERVATION.  IT IS 46
 GV5661'FEET N OF THE CENTER OF COUNTY ROAD 636, 39 FEET E OF THE CENTER
 GV5661'OF A GRAVEL ROAD, AND 16 FEET NE OF A TRIANGLE-BLAZED 16-INCH
 GV5661'OAK TREE.  THE DISK IS STAMPED BIRCHEN 1942, AND PROJECTS
 GV5661'3 INCHES.
 GV5661'
 GV5661'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5661'BRONZE DISKS SET IN CONCRETE.
 GV5661'
 GV5661'REFERENCE MARK NO. 1 IS 16 FEET S OF THE CENTER OF COUNTY
 GV5661'ROAD 636.  THE DISK IS STAMPED BIRCHEN NO. 1, 1942, AND
 GV5661'PROJECTS 3 INCHES.
 GV5661'
 GV5661'REFERENCE MARK NO. 2 IS 1 FOOT E OF A N-AND-S FENCE LINE,
 GV5661'AND 29 FEET W OF THE CENTER OF GRAVEL ROAD.  THE DISK IS
 GV5661'STAMPED BIRCHEN NO. 2 1942 AND PROJECTS 4 INCHES.
 GV5661'
 GV5661'THE AZIMUTH MARK IS ON LAND OWNED AND OCCUPIED BY T.W. WELLS.
 GV5661'IT IS 19 FEET S OF THE CENTER OF COUNTY ROAD 636, 5 FEET
 GV5661'SE OF THE WELLS MAIL BOX, AND 13 FEET W OF THE CENTER OF
 GV5661'THE DRIVEWAY.  THE DISK IS STAMPED BIRCHEN 1942, AND PROJECTS
 GV5661'4 INCHES.  TO REACH FROM THE STATION, GO W ON COUNTY ROAD 636
 GV5661'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GV5661'
 GV5661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GV5661'AND STATE HIGHWAY 40, ON THE N EDGE OF BLACKSTONE, GO E
 GV5661'ON STATE HIGHWAY 40 FOR 2.25 MILES TO CROSSROADS AT AN AIR
 GV5661'BEACON AND THE NW CORNER OF BLACKSTONE AIRPORT, TURN RIGHT
 GV5661'AND GO S ON COUNTY ROAD 636 FOR THE NW CORNER OF BLACKSTONE
 GV5661'AIRPORT, TURN RIGHT AND GO S ON COUNTY ROAD 636 FOR 2.95 MILES
 GV5661'TO CROSSROADS, CONTINUE SE ON COUNTY ROAD 636 FOR 0.35 MILE
 GV5661'TO A Y, TAKE LEFT FORK AND CONTINUE ON COUNTY ROAD 636 FOR
 GV5661'0.3 MILE TO A GRAVEL SIDE ROAD LEFT AND STATION ON THE LEFT.
 GV5661'
 GV5661'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GV5661'
 GV5661'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GV5661
 GV5661                          STATION RECOVERY (1949)
 GV5661
 GV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RES)
 GV5661'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION MARK
 GV5661'IS A BRONZE STATION DISK, SET IN CONCRETE PROJECTING 3 IN.
 GV5661'ABOVE GROUND, AND ABOUT 2 FT. ABOVE ROAD TO S.  IT IS STAMPED
 GV5661'BIRCHEN 1942.
 GV5661
 GV5661                          STATION RECOVERY (1950)
 GV5661
 GV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (AFJ)
 GV5661'LETTER OF MR. ALFRED F. JUNGERS, REG. LAND SURVEYOR, 1403
 GV5661'HUBNER AVENUE, BALTIMORE, MD.
 GV5661'
 GV5661'STATION RECOVERED, BUT ALL REFERENCE MARKS AND AZIMUTH MARK HAVE
 GV5661'BEEN DISPLACED, SO THAT THEY ARE NO LONGER USEFUL.
 GV5661
 GV5661                          STATION RECOVERY (1951)
 GV5661
 GV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JVB)
 GV5661'ORIGINAL DESCRIPTION IS NOW WORTHLESS.  REFERENCE MARKS 1
 GV5661'AND 2 HAVE BEEN DESTROYED BY CONSTRUCTION WORK.  AZIMUTH MARK
 GV5661'SHOWS SIGNS OF HAVING BEEN MOVED BY ROAD-BUILDING EQUIPMENT.
 GV5661'HOWEVER, IT IS STILL OF USE AS A GENERAL LOCATOR.  DESCRIPTION
 GV5661'OF AZIMUTH MARK SHOULD BE CHANGED TO READ FROM THE INTERSECTION
 GV5661'OF EAST PARADE STREET AND LAKE ROAD, CAMP PICKETT, VIRGINIA,
 GV5661'PROCEED E ALONG LAKE ROAD FOR APPROXIMATELY 500 FT. TO A PAVED
 GV5661'DRIVEWAY ON THE RIGHT.  AZIMUTH MARK IS 5 FT. S OF THE S EDGE
 GV5661'OF LAKE ROAD, AND ON THE E EDGE OF A PAVED DRIVEWAY.
 GV5661'
 GV5661'DESCRIPTION OF STATION SHOULD READ FROM THE INTERSECTION
 GV5661'OF EAST PARADE STREET AND LAKE ROAD, PROCEED E ALONG LAKE
 GV5661'ROAD FOR APPROXIMATELY 0.3 MI. TO THE TOP OF A HILL AND A GRAVEL
 GV5661'ROAD TO THE LEFT.  STATION IS SITUATED 35 FT. N OF THE CENTERLINE
 GV5661'OF LAKE ROAD, 30 FT. E OF THE CENTERLINE OF A GRAVEL ROAD, AND
 GV5661'PROJECTS 3 IN. ABOVE GROUND.
 GV5661'
 GV5661'ALL OF THE ABOVE AREA IS ON MILITARY RESERVATION, CAMP PICKETT,
 GV5661'VIRGINIA.
 GV5661
 GV5661                          STATION RECOVERY (1953)
 GV5661
 GV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HJB)
 GV5661'STATION MARK RECOVERED IN EXCELLENT CONDITION.  REFERENCE MARKS
 GV5661'1 AND 2 WERE NOT FOUND.  THEY WERE EVIDENTLY DESTROYED BY
 GV5661'THE VARIOUS MILITARY VEHICLES OPERATING IN THE AREA.  THE
 GV5661'AZIMUTH MARK WAS FOUND, BUT IT HAS BEEN MOVED AND SHOULD BE
 GV5661'DECLARED DESTROYED.  DUE TO MANY CHANGES, THE DESCRIPTION
 GV5661'SHOULD BE CHANGED TO READ AS FOLLOWS--
 GV5661'
 GV5661'STATION IS LOCATED ABOUT 5 MI. SE OF THE TOWN OF BLACKSTONE,
 GV5661'ON CAMP PICKETT MILITARY RESERVATION, ON THE N SIDE OF LAKE ROAD,
 GV5661'0.3 MI. E OF EAST TWENTY-SEVENTH STREET (FORMERLY SOUTH
 GV5661'PARADE AVENUE), AND ON A LOW WOODED HILL.  IT IS LOCATED 45 FT.
 GV5661'N OF THE CENTERLINE OF LAKE ROAD, 34 FT. E OF THE CENTERLINE
 GV5661'OF A GRAVEL ROAD LEADING N TO THE CLOSE COMBAT RANGE, AND
 GV5661'16 FT. NE OF TRIANGLE BLAZED IN A 16-IN. OAK TREE.  THE DISK
 GV5661'IS STAMPED BIRCHEN 1942, AND THE MONUMENT PROJECTS 3 IN. ABOVE
 GV5661'GROUND.
 GV5661'
 GV5661'THE DIRECTIONS GIVEN IN THE ORIGINAL TO REACH DESCRIPTION
 GV5661'SHOULD NOT BE USED.  THEY ARE NO LONGER CORRECT OR NECESSARY.
 GV5661
 GV5661                          STATION RECOVERY (1961)
 GV5661
 GV5661'RECOVERY NOTE BY US ENGINEERS 1961
 GV5661'SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  SURFACE MARK
 GV5661'HAS BEEN DESTROYED.  MONUMENT WAS NOT REPLACED AS TANKS WILL
 GV5661'KNOCK IT OUT AGAIN.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 GV5661
 GV5661                          STATION RECOVERY (1961)
 GV5661
 GV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5661'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 GV5661'WERE FOUND DESTROYED.  THE MARKS ARE NOW ON CAMP PICKETT AND
 GV5661'TANK USE THE AREA FOR TRAINING AND HAVE DESTROYED EVERYTHING
 GV5661'AROUND THE STATION SITE.  THE AZIMUTH MARK WAS RECOVERED
 GV5661'LEANING AND THE ARROW TURNED ABOUT 90 DEGREES OFF LINE.
 GV5661
 GV5661                          STATION RECOVERY (1996)
 GV5661
 GV5661'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5661'MARK NOT FOUND.
 GV5661
 GV5661                          STATION RECOVERY (2000)
 GV5661
 GV5661'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5661'MARK NOT FOUND.
 GV5661
 GV5661                          STATION RECOVERY (2001)
 GV5661
 GV5661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5661'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3406 ***********************************************************************
 HW3406  DESIGNATION -  BIRD
 HW3406  PID         -  HW3406
 HW3406  STATE/COUNTY-  VA/PAGE
 HW3406  USGS QUAD   -  TENTH LEGION (1994)
 HW3406
 HW3406                         *CURRENT SURVEY CONTROL
 HW3406  ___________________________________________________________________
 HW3406* NAD 83(1993)-  38 36 11.57936(N)    078 38 35.54485(W)     ADJUSTED  
 HW3406* NAVD 88     -       816.4    (meters)    2678.     (feet)  VERTCON   
 HW3406  ___________________________________________________________________
 HW3406  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 HW3406  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3406
 HW3406  HORZ ORDER  -  SECOND
 HW3406
 HW3406.The horizontal coordinates were established by classical geodetic methods
 HW3406.and adjusted by the National Geodetic Survey in November 1994..
 HW3406
 HW3406.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3406
 HW3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3406
 HW3406.The geoid height was determined by GEOID03.
 HW3406
 HW3406;                    North         East     Units Scale Factor Converg.
 HW3406;SPC VA N     - 2,103,965.300 3,487,526.162   MT  0.99994842   -0 05 21.8
 HW3406;SPC VA N     - 6,902,759.49 11,441,992.08   sFT  0.99994842   -0 05 21.8
 HW3406;UTM  17      - 4,275,380.926   705,226.688   MT  1.00011869   +1 28 15.5
 HW3406
 HW3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3406!SPC VA N     -   0.99987704  x   0.99994842  =   0.99982547
 HW3406!UTM  17      -   0.99987704  x   1.00011869  =   0.99999572
 HW3406
 HW3406:                Primary Azimuth Mark                     Grid Az
 HW3406:SPC VA N     -  MT JACKSON RAD STA WSIG MAST             004 43 12.4
 HW3406:UTM  17      -  MT JACKSON RAD STA WSIG MAST             003 09 35.1
 HW3406
 HW3406|---------------------------------------------------------------------|
 HW3406| PID    Reference Object                     Distance      Geod. Az  |
 HW3406|                                                           dddmmss.s |
 HW3406| HW3395 MT JACKSON RAD STA WSIG MAST        APPROX.18.9 KM 0043750.6 |
 HW3406| DC3839 BIRD RM 3                                          05317     |
 HW3406| HW3404 BIG MOUNTAIN TV STA WSVA MAST       APPROX. 0.9 KM 1022120.0 |
 HW3406| DC3838 BIRD RM 2                             9.442 METERS 15527     |
 HW3406| DC3837 BIRD RM 1                             9.025 METERS 26039     |
 HW3406|---------------------------------------------------------------------|
 HW3406
 HW3406                          SUPERSEDED SURVEY CONTROL
 HW3406
 HW3406  NAD 83(1986)-  38 36 11.57973(N)    078 38 35.55179(W) AD(       ) 2
 HW3406  NAD 27      -  38 36 11.16099(N)    078 38 36.48307(W) AD(       ) 2
 HW3406  NGVD 29 (07/19/86)  816.5    (m)         2679.     (f) VERT ANG       
 HW3406
 HW3406.Superseded values are not recommended for survey control.
 HW3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3406.See file dsdata.txt to determine how the superseded data were derived.
 HW3406
 HW3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0522775381(NAD 83)
 HW3406_MARKER: DS = TRIANGULATION STATION DISK
 HW3406_SETTING: 80 = SET IN A BOULDER
 HW3406_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HW3406
 HW3406  HISTORY     - Date     Condition        Report By
 HW3406  HISTORY     - 1933     MONUMENTED       CGS
 HW3406  HISTORY     - 1957     GOOD             CGS
 HW3406  HISTORY     - 1965     GOOD             CGS
 HW3406
 HW3406                          STATION DESCRIPTION
 HW3406
 HW3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3406'STATION IS ON THE SUMMIT OF BIRD KNOB IN THE MASSANUTTEN
 HW3406'MOUNTAINS ABOUT 3-1/2 MILES SSE OF NEW MARKET, VIRGINIA,
 HW3406'AND IS SAID TO BE NEAR OR AT THE TRI-COUNTY CORNER OF PAGE,
 HW3406'ROCKINGHAM, AND SHENANDOAH COUNTIES.
 HW3406'
 HW3406'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 HW3406'DISKS SET IN CONCRETE IN DEPRESSIONS IN BOULDERS.  REFERENCE
 HW3406'MARK NO. 3 (AZIMUTH MARK) IS A STANDARD BRONZE DISK SET
 HW3406'IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 HW3406'
 HW3406'REFERENCE MARK NO. 1 IS SSW OF STATION AND SLIGHTLY LOWER
 HW3406'THAN STATION.
 HW3406'
 HW3406'REFERENCE MARK NO. 2 IS S OF STATION IN BOULDER OUTCROP, AND
 HW3406'ABOUT THE SAME ELEVATION AS STATION.
 HW3406'
 HW3406'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 75 YARDS NE
 HW3406'OF STATION IN LARGE ROCK OUTCROP AND ABOUT 50 FEET E OF TWO
 HW3406'LARGE OAKS.
 HW3406'
 HW3406'TO REACH FROM NEW MARKET, TAKE STATE HIGHWAY 211 E FROM ITS
 HW3406'JUNCTION WITH U.S. HIGHWAY 11 FOR 1.65 MILES OR 0.1 MILE
 HW3406'BEYOND BRIDGE OVER SMITH CREEK, AND TURN RIGHT ONTO DIRT
 HW3406'ROAD AT GEORGE WASHINGTON NATIONAL FOREST SIGN.  PROCEED
 HW3406'0.75 MILE TAKE T-ROAD LEFT AROUND BARN, CONTINUE 0.15 MILE
 HW3406'AND TAKE T-ROAD LEFT JUST AFTER PASSING YELLOW HOUSE, CONTINUE
 HW3406'0.3 MILE TO END OF MOTOR ROAD AND TURN LEFT THROUGH GATE
 HW3406'AND PROCEED OVER FARM ROAD TOWARD MRS. STRICKLERS HOUSE.
 HW3406'ABOUT 200 YARDS BEFORE REACHING HOUSE IS THE END OF TRUCK
 HW3406'TRAVEL.  TAKE TRAIL TO RIGHT THROUGH POLE GATE AND FOLLOW
 HW3406'WAGON ROAD (MARKED AT TURNS WITH TRIANGULAR BLAZES) FOR
 HW3406'ABOUT 1-1/2 MILES, A SHORT DISTANCE BEFORE REACHING THE TOP OF
 HW3406'RIDGE, TURN RIGHT AT TRIANGULAR-BLAZED 6-INCH OAK AND
 HW3406'PROCEED ABOUT 1/4 MILE THROUGH WOODS TO THE STATION.  THE
 HW3406'STATION IS LOCATED AT THE NE EXTREMITY OF RIDGE, 19 FEET NW
 HW3406'OF 30-INCH BLACK OAK, 16 FEET NE OF TWIN BLACK OAK, AND ABOUT
 HW3406'14 FEET E OF LARGE RECTANGULAR ROCK.
 HW3406
 HW3406                          STATION RECOVERY (1957)
 HW3406
 HW3406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3406'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HW3406'THE DIRECTION WAS NOT TAKEN TO REFERENCE MARK 1.
 HW3406'
 HW3406'A NEW TO REACH FOLLOWS--
 HW3406'
 HW3406'FROM THE POST OFFICE IN NEW MARKET, GO N ON U.S. HIGHWAY
 HW3406'FOR 0.25 MI. TURN RIGHT AND GO E ON STATE HIGHWAY 11 FOR
 HW3406'6.8 MI., THENCE RIGHT ON COUNTY ROUTE 615 FOR 3.2 MI., THENCE
 HW3406'RIGHT AND GO S ON U.S. HIGHWAY 340 FOR 1.0 MI. TO NEWPORT,
 HW3406'CONTINUE AHEAD FOR 1.6 MI. TO THE TOP OF A RIDGE, THENCE
 HW3406'RIGHT AND GO W ON COUNTY ROUTE 685 FOR 1.35 MI., TURN LEFT
 HW3406'ON A T-ROAD AND GO 0.4 MI. TO CATHERINE FURNANCE, TAKE THE
 HW3406'LEFT FORK, CROSS CREEK, AND GO 0.25 MI., TAKE THE RIGHT FORK
 HW3406'AND GO 1.7 MI. TO A FORK AT PITT SPRING ACROSS THE CREEK,
 HW3406'TAKE THE RIGHT FORK AND GO 1.0 MI. TO A PIPELINE CLEARING
 HW3406'ACROSS THE ROAD, CONTINUE AHEAD FOR 1.9 MI. TO A
 HW3406'TRIANGULAR-BLAZED TREE ON THE LEFT AND END OF TRUCK TRAVEL.  FROM
 HW3406'HERE WALK LEFT INTO WOODS THEN FOLLOW AN OLD TRAIL N AND W
 HW3406'FOR ABOUT 15 MINUTES TO THE TOP OF A RIDGE AND A
 HW3406'TRIANGULAR-BLAZED TREE.  HERE LEAVE TRAIL AND GO S ALONG
 HW3406'THE RIDGE FOR ABOUT 15 MINUTES TO THE HIGHEST POINT AND THE
 HW3406'STATION.
 HW3406
 HW3406                          STATION RECOVERY (1965)
 HW3406
 HW3406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3406'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED
 HW3406'AND FOUND IN GOOD CONDITION.  DUE TO CHANGES IN THE ROADS
 HW3406'A NEW TO REACH FOLLOWS.
 HW3406'
 HW3406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HW3406'211 AND 340 IN LURAY, GO SOUTH ON U.S. HIGHWAY 340 FOR 7
 HW3406'MILES TO THE RAILROAD CROSSING IN STANLEY, CONTINUE WESTERLY
 HW3406'ON U.S. HIGHWAY 340 FOR 7.1 MILES TO THE PAGE COUNTY HIGH SCHOOL
 HW3406'ON THE RIGHT, CONTINUE ON U.S. HIGHWAY 340 FOR 0.3 MILE TO
 HW3406'COUNTY ROUTE 685 ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 HW3406'ON COUNTY ROUTE 685 FOR 1.3 MILES TO A T ROAD, TURN LEFT AND
 HW3406'CONTINUE WESTERLY FOR 0.4 MILE TO THE CATHERINE FURNACE
 HW3406'AND CAMPING SITE, KEEP LEFT CROSSING CREEK AND CONTINUE
 HW3406'ON MAIN TRAVELED ROAD FOR 0.2 MILE TO A FORK, (SIGNS READING
 HW3406'PITT SPRINGS 2 MILES, TV TOWER 6 MILES) KEEP RIGHT FORK
 HW3406'AND GO 1.7 MILES TO A FORK AT THE PITT SPRINGS CAMPING
 HW3406'SITE, TURN RIGHT AND FOLLOW MAIN ROAD NORTHERLY FOR 1.9
 HW3406'MILES TO WHERE PIPELINE CROSSES ROAD AND A CLEARED
 HW3406'STRIP ON EITHER SIDE, CONTINUE ON MAIN ROAD FOR 1.2 MILES
 HW3406'TO A FOREST SERVICE ROAD ON THE LEFT WITH POLE ACROSS THE
 HW3406'ROAD WHICH IS LOCKED TO A POST, TURN LEFT AND FOLLOW
 HW3406'FOREST SERVICE ROAD FOR 0.4 MILE TO A CLEARED AREA,
 HW3406'CONTINUE NORTHWESTERLY ACROSS CLEARED AREA TO A SMALL
 HW3406'POND AND EDGE OF WOODS THIS IS THE END OF TRUCK
 HW3406'TRAVEL.  ENTER WOODS HERE AND PACK WESTERLY UP STEEP ROCKY
 HW3406'RIDGE TO HIGHEST POINT OF KNOB AND STATION.  (ABOUT 15
 HW3406'MINUTE PACK)
 HW3406'
 HW3406'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1145 ***********************************************************************
 FW1145  DESIGNATION -  BIRD
 FW1145  PID         -  FW1145
 FW1145  STATE/COUNTY-  VA/ACCOMACK
 FW1145  USGS QUAD   -  METOMKIN INLET (1992)
 FW1145
 FW1145                         *CURRENT SURVEY CONTROL
 FW1145  ___________________________________________________________________
 FW1145* NAD 83(1993)-  37 44 17.38162(N)    075 35 08.21509(W)     ADJUSTED  
 FW1145* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1145  ___________________________________________________________________
 FW1145  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FW1145  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 FW1145
 FW1145  HORZ ORDER  -  SECOND
 FW1145
 FW1145.The horizontal coordinates were established by classical geodetic methods
 FW1145.and adjusted by the National Geodetic Survey in November 1994..
 FW1145
 FW1145.The orthometric height was scaled from a topographic map.
 FW1145
 FW1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1145
 FW1145.The geoid height was determined by GEOID03.
 FW1145
 FW1145;                    North         East     Units Scale Factor Converg.
 FW1145;SPC VA S     - 1,159,868.223 3,756,835.572   MT  0.99996627   +1 46 07.7
 FW1145;SPC VA S     - 3,805,334.33 12,325,551.37   sFT  0.99996627   +1 46 07.7
 FW1145;UTM  18      - 4,176,925.544   448,402.043   MT  0.99963279   -0 21 30.4
 FW1145
 FW1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1145!SPC VA S     -   1.00000563  x   0.99996627  =   0.99997190
 FW1145!UTM  18      -   1.00000563  x   0.99963279  =   0.99963842
 FW1145
 FW1145|---------------------------------------------------------------------|
 FW1145| PID    Reference Object                     Distance      Geod. Az  |
 FW1145|                                                           dddmmss.s |
 FW1145| DC7834 BIRD RM 4                            20.366 METERS 01526     |
 FW1145| FW1156 METOMKIN ISLAND COAST GUARD         APPROX. 6.2 KM 1771924.5 |
 FW1145| FW1154 METOMKIN COAST GUARD                APPROX. 6.4 KM 1773527.9 |
 FW1145| FW1167 METOMKIN INLET CG LOOKOUT TWR       APPROX. 7.3 KM 1860157.6 |
 FW1145| DC7833 BIRD RM 3                            27.720 METERS 20657     |
 FW1145| DC7831 BIRD RM 1                            27.030 METERS 20703     |
 FW1145| FW0416 JOYNES 2 RM 3                       APPROX. 5.2 KM 2081325.7 |
 FW1145| DC7830 BIRD AZ MK                                         2751403.7 |
 FW1145| DC7832 BIRD RM 2                            37.482 METERS 31909     |
 FW1145|---------------------------------------------------------------------|
 FW1145
 FW1145                          SUPERSEDED SURVEY CONTROL
 FW1145
 FW1145  NAD 83(1993)-  37 44 17.38074(N)    075 35 08.22984(W) AD(       ) 2
 FW1145  NAD 83(1986)-  37 44 17.37982(N)    075 35 08.25198(W) AD(       ) 2
 FW1145  NAD 27      -  37 44 16.91807(N)    075 35 09.49393(W) AD(       ) 2
 FW1145
 FW1145.Superseded values are not recommended for survey control.
 FW1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1145.See file dsdata.txt to determine how the superseded data were derived.
 FW1145
 FW1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4840276926(NAD 83)
 FW1145_MARKER: Z = SEE DESCRIPTION
 FW1145_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1145
 FW1145  HISTORY     - Date     Condition        Report By
 FW1145  HISTORY     - 1909     MONUMENTED       CGS
 FW1145  HISTORY     - 1933     GOOD             CGS
 FW1145  HISTORY     - 1934     GOOD             CGS
 FW1145  HISTORY     - 1942     SEE DESCRIPTION  CGS
 FW1145  HISTORY     - 1951     GOOD             CGS
 FW1145  HISTORY     - 1958     GOOD             CGS
 FW1145  HISTORY     - 1959     GOOD             CGS
 FW1145  HISTORY     - 1961     GOOD             CGS
 FW1145  HISTORY     - 1962     GOOD             CGS
 FW1145  HISTORY     - 1975     GOOD             NGS
 FW1145
 FW1145                          STATION DESCRIPTION
 FW1145
 FW1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW1145'THIS STATION MUST BE VERY NEAR THE OLD STATION WATSON.  IT
 FW1145'IS ON A SAND RIDGE CLOSE TO THE SHORE OF THE NE CORNER OF
 FW1145'METOMKIN BAY.  IT IS A LITTLE S OF THE ROAD LEADING TO THE
 FW1145'FARMHOUSE.  FROM THE N SIDE OF THE GATE LEADING INTO THE
 FW1145'CULTIVATED FIELD IS A FENCE RUNNING OUT INTO THE WATER.  THE
 FW1145'STATION IS 20 PACES SW FROM THIS FENCE.  THIRTY PACES SW
 FW1145'OF THE STATION IS ANOTHER FENCE RUNNING DOWN TO THE WATER.
 FW1145'THE FIELD FENCE IS 40 PACES NW OF THE STATION.  THE OWNER
 FW1145'OF THE PROPERTY IS SALLY BIRD.  IT IS BEST REACHED BY BOAT.
 FW1145'
 FW1145'STATION IS MARKED BY COPPER TRIANGULATION STATION BOLT ABOUT
 FW1145'3 FEET BELOW SURFACE SET IN CEMENT.  ABOVE THIS IS A SQUARE
 FW1145'BLOCK OF CEMENT WITH COPPER MARK AT SURFACE.
 FW1145'
 FW1145'REFERENCE MARK NO. 1 IS A ROUND CEMENT POST WITH BOTTLE FOR
 FW1145'CENTER, NEAR THE FENCE SW.
 FW1145'
 FW1145'REFERENCE MARK NO. 2 IS A SQUARE CEMENT POST NEAR S SIDE OF
 FW1145'GATE LEADING INTO FIELD.
 FW1145
 FW1145                          STATION RECOVERY (1933)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1145'TRIANGULATION STATION AND TWO REFERENCE MARKS RECOVERED AS
 FW1145'DESCRIBED.  TO DESCRIPTION ADD FOLLOWING--BOTH FENCES AND
 FW1145'GATE ARE NO LONGER THERE.  STATION IS EASILY REACHED BY ROAD
 FW1145'OR BY BOAT.  BY WATER, GO TO THE MOST NORTHERLY STRIP OF
 FW1145'SAND BEACH AT THE NW HEAD OF METOMKIN BAY.  TRIANGULATION
 FW1145'STATION IS ABOUT 1 METER BACK OF HIGH WATER, 2 METERS E OF
 FW1145'SMALL BUSHES ON HARD SAND GROUND AND ABOUT 1/3 OF THE WAY
 FW1145'FROM THE S END OF SAND BEACH TO THE N END.
 FW1145'
 FW1145'BY ROAD TAKE SO CALLED SEASIDE ROAD TO NEWSTOWN AND CONTINUE
 FW1145'S TO WHERE THIS ROAD CURVES TO JOIN U.S. HIGHWAY 13, TURN
 FW1145'SE ON DIRT ROAD AND GO DOWN TO LANDING.  TRIANGULATION STATION
 FW1145'IS ABOUT 5 METERS S OF THE END OF THIS ROAD.  REFERENCE MARK
 FW1145'NO. 2 IS ALSO ABOUT 5 METERS S OF ROAD.  OR FROM NASHS FILLING
 FW1145'STATION AT INTERSECTION OF U.S. HIGHWAY 13, AND CHINCOTEAGUE
 FW1145'ROAD, TAKE U.S. HIGHWAY 13 S 13.6 MILES TO A RED BRICK CHURCH.
 FW1145'TURN E ON DIRT ROAD AND PROCEED AS ABOVE.  FARM NOW OCCUPIED
 FW1145'BY J.H. MOORE.  ADDITIONAL REFERENCE MARK NO. 3 IS A STANDARD
 FW1145'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE AS
 FW1145'DESCRIBED IN NOTE 13A.
 FW1145
 FW1145                          STATION RECOVERY (1934)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1145'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1145'STATION IS IN A POSITION WHERE IT MAY BECOME WASHED OUT IN
 FW1145'TIME.  LOCATED ABOUT 2-1/4 MILES SE OF NEWSTOWN, VIRGINIA,
 FW1145'AT THE NW HEAD OF METOMKIN BAY ON THE MOST NORTHERLY STRIP
 FW1145'OF SAND BEACH IN THIS SECTION OF THE BAY, ON THE FARM NOW
 FW1145'OCCUPIED BY J.H. MOORE.  TRIANGULATION STATION IS ABOUT 1/3
 FW1145'OF THE WAY FROM THE S END OF THE BEACH.  ABOUT 1 METER BACK
 FW1145'OF THE NORMAL HIGH-WATER MARK.  AND 2 METERS E OF A GROUP
 FW1145'OF SMALL BUSHES ON HARD SAND GROUND.
 FW1145'
 FW1145'THE STATION WAS NOT OCCUPIED IN 1934.
 FW1145
 FW1145                          STATION RECOVERY (1942)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1145'THE STATION IS LOCATED ON THE W SHORE OF METOMKIN BAY ABOUT
 FW1145'1 MILE S OF THE NW CORNER OF THE BAY, 8.5 METERS S OF THE
 FW1145'END OF A FARM ROAD AND ABOUT 1 METER W OF THE HIGH-WATER LINE.
 FW1145'
 FW1145'THE MARK IS A BRONZE DISK TRIANGULATION STATION MARK, NO
 FW1145'MARKINGS, SET IN THE TOP OF AN IRREGULAR SQUARE BLOCK OF
 FW1145'CONCRETE, WHICH EXTENDS ABOUT 6 INCHES ABOVE THE GROUND.  THE
 FW1145'CONCRETE IS MARKED 1909.  THE MARK IS IN GOOD CONDITION.
 FW1145'
 FW1145'REFERENCE MARK NO. 1 WAS THOROUGHLY SEARCHED FOR BUT NO TRACE
 FW1145'OF THIS MARK COULD BE FOUND.  THERE IS A LARGE BOAT ON THE
 FW1145'LAND, NE OF STATION, WHICH WAS ON THE DISTANCE GIVEN, BUT WE
 FW1145'WERE NOT ABLE TO MOVE THE BOAT.  THERE IS A POSSIBILITY OF
 FW1145'THE MARK BEING UNDER THE BOAT.
 FW1145'
 FW1145'REFERENCE MARK NO. 2 IS LOCATED 37.485 METERS NW OF THE STATION,
 FW1145'3 METERS S OF THE FARM ROAD, AND 3 METERS N OF A 5-INCH CHERRY
 FW1145'TREE.  THE MARK IS AN 8-INCH SQUARE CONCRETE BLOCK WITH A
 FW1145'CHISELED CROSS, AND A 20-PENNY SPIKE TO MARK THE CENTER,
 FW1145'MARKED 1909 AND IS FLUSH WITH THE GROUND.  THE MARK IS IN
 FW1145'GOOD CONDITION.
 FW1145'
 FW1145'REFERENCE MARK NO. 3 IS 27.72 METERS S OF THE STATION, 54.3
 FW1145'METERS SE OF REFERENCE MARK NO. 2 AND IS ABOUT ON THE HIGH-WATER
 FW1145'LINE.  THE MARK IS A BRONZE DISK REFERENCE MARK, NOT STAMPED,
 FW1145'SET IN THE TOP OF CONCRETE INSIDE OF A 6-INCH TILE PIPE WHICH
 FW1145'IS FLUSH WITH THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1145
 FW1145                          STATION RECOVERY (1951)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 FW1145'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN FAIR CONDITION.
 FW1145'REFERENCE MARK NO. 1 WAS NOT FOUND.
 FW1145'
 FW1145'STATION IS EXPOSED TO EROSION AND NOW PROJECTS APPROXIMATELY
 FW1145'ONE FOOT.  STATION AND REFERENCE MARK NO. 3 ARE ON THE STORM
 FW1145'HIGH WATER LINE.
 FW1145'
 FW1145'DESCRIPTIONS ARE ADEQUQTE.
 FW1145
 FW1145                          STATION RECOVERY (1958)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1145'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND IN GOOD
 FW1145'CONDITION.
 FW1145'
 FW1145'REFERENCE MARKS NO. 1 AND 3 WERE SEARCHED FOR BUT NOT FOUND.
 FW1145'
 FW1145'THE STATION IS 46.5 FT. SSW OF THE W EDGE OF BOAT LANDING,
 FW1145'76.7 FT. S OF THE SE CORNER OF A SMALL SHED, AND 137 FT. N
 FW1145'OF A FENCE LINE.
 FW1145'
 FW1145'TO REACH STATION FROM NELSONIA AT THE JUNCTION OF U.S. HIGHWAY
 FW1145'13 AND STATE ROUTE 187 GO S ON U.S. HIGHWAY 13 FOR 4.05 MILES
 FW1145'TO ZION BAPTIST (BRICK) CHURCH ON LEFT.  TURN LEFT ON COUNTY
 FW1145'ROUTE 679 AND GO EASTERLY FOR 0.3 MILE TO FORK AND JUNCTION
 FW1145'OF COUNTY ROUTE 666.  KEEP RIGHT FORK ON COUNTY ROUTE 666
 FW1145'FOR 0.9 MILE TO FORK.  KEEP LEFT ON COUNTY ROUTE 666 FOR 0.4
 FW1145'MILE TO A SIDE ROAD LEFT.  TURN LEFT ON COUNTY ROUTE 786 FOR
 FW1145'0.05 MILE TO FORK.  KEEP RIGHT FORK AND GO 0.15 MILE TO SIDE
 FW1145'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO JOG IN
 FW1145'ROAD JUST BEFORE REACHING FARM HOUSE.  CONTINUE FOR 0.55
 FW1145'MILE TO DRIVEWAY INTO A 2-STORY FARM HOUSE.  CONTINUE AHEAD
 FW1145'FOR 0.05 MILE TO BOAT LANDING AND STATION.
 FW1145
 FW1145                          STATION RECOVERY (1959)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW1145'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW1145'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 FW1145'REFERENCE MARKS NO. 2 AND 3 ARE IN GOOD CONDITION AND THE DISTANCE
 FW1145'TO BOTH MARKS CHECKED.  AN AZIMUTH MARK WAS SET 0.2 MILE WEST
 FW1145'OF THE STATION.  A NEW REFERENCE MARK WAS SET 66.82 FEET
 FW1145'NORTH-NORTHEAST OF THE STATION.  A NEW DESCRIPTION FOLLOWS--
 FW1145'
 FW1145'STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF ACCOMAC
 FW1145'AND ON THE WESTERLY SHORE OF METOMKIN BAY.
 FW1145'
 FW1145'TO REACH FROM THE COUNTY COURT HOUSE IN ACCOMAC, GO NORTHEAST
 FW1145'ON U.S. HIGHWAY NO. 13 FOR 3.1 MILES TO CROSSROADS AT WATSONS
 FW1145'SERVICE STATION.  TURN RIGHT AND GO EAST ON BLACKTOP ROAD
 FW1145'FOR 0.8 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 FW1145'ON BLACKTOP ROAD FOR 0.85 MILE TO A T-ROAD (COUNTY ROAD 666).
 FW1145'TURN RIGHT AND GO SOUTH ON COUNTY ROAD 666 FOR 0.35 MILE TO
 FW1145'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON SAND ROAD FOR 0.1
 FW1145'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON SAND ROAD
 FW1145'FOR 0.2 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR
 FW1145'0.8 MILE TO END OF ROAD AND STATION ON RIGHT.
 FW1145'
 FW1145'STATION MARK IS A STANDARD TRIANGULATION DISK, SET IN THE TOP
 FW1145'OF AN IRREGULAR BLOCK OF CONCRETE AND PROJECTS 4 INCHES.  NO
 FW1145'LETTERS OR NUMBERS ARE STAMPED ON THE DISK.  THE NUMBERS 1909
 FW1145'ARE GROOVED IN THE TOP OF THE CONCRETE.  IT IS 13 FEET
 FW1145'NORTHWEST OF THE HIGH WATER MARK, 48.6 FEET SOUTHWEST OF THE
 FW1145'SOUTHWEST CORNER OF A BOARD WALK AND ON A SMALL SAND RIDGE.
 FW1145'
 FW1145'REFERENCE MARK NO. 2 IS AN 8 INCH SQUARE CONCRETE BLOCK WITH
 FW1145'A 20-PENNY SPIKE TO MARK THE CENTER AND PROJECTS 2 INCHES.
 FW1145'THE NUMBERS 1909 ARE GROOVED IN THE CONCRETE.  IT IS 8.8 FEET
 FW1145'SOUTHWEST OF THE CENTER OF A SAND ROAD AND 180 FEET SOUTHEAST
 FW1145'OF THE SOUTHEAST CORNER OF A WHITE HOUSE.
 FW1145'
 FW1145'REFERENCE MARK NO. 3, A STANDARD DISK WITH NO STAMPING ON IT,
 FW1145'IS SET IN CONCRETE AT THE CENTER OF A 6 INCH TERRACOTTA PIPE
 FW1145'AND IS FLUSH WITH THE GROUND.  IT IS 45 FEET NORTHEAST OF
 FW1145'A WIRE FENCE AND 16 FEET NORTHWEST OF THE HIGH WATER LINE.
 FW1145'
 FW1145'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BIRD NO 4 1909,
 FW1145'IS SET IN CONCRETE AT THE CENTER OF A 4 INCH TERRACOTTA PIPE
 FW1145'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 8 INCHES.
 FW1145'IT IS 35 FEET NORTHWEST OF THE HIGH WATER LINE, 12.5 FEET
 FW1145'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BUILDING AND 38
 FW1145'FEET NORTHEAST OF THE CENTER OF A SAND ROAD.
 FW1145'
 FW1145'AZIMUTH MARK, A STANDARD DISK STAMPED BIRD 1959, IS SET IN
 FW1145'A 10X10 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FW1145'1 FOOT SOUTHWEST OF A WIRE FENCE, 8 FEET SOUTHEAST OF THE
 FW1145'CENTER OF A SAND ROAD AND 66 FEET SOUTHWEST OF A POWER LINE
 FW1145'POLE.
 FW1145'
 FW1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 FW1145'SAND ROAD FOR 0.15 MILE TO SIDE ROAD LEFT.  TURN LEFT AND
 FW1145'GO SOUTHWEST ON SAND ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 FW1145'ON LEFT.
 FW1145
 FW1145                          STATION RECOVERY (1961)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1145'STATION AND R.M. MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 FW1145'PREVIOUS DESCRIPTION ADEQUATE AS DESCRIBED BY H.A.P. IN 1951.
 FW1145
 FW1145                          STATION RECOVERY (1962)
 FW1145
 FW1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1145'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS PREVIOUSLY
 FW1145'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  PART OF THE
 FW1145'MONUMENT OF REFERENCE MARK 1 WAS FOUND WHERE IT HAD BEEN
 FW1145'BROKEN BY MACHINERY.
 FW1145'
 FW1145'THE STATION IS 48 FEET SW OF THE NW END OF A SMALL BOAT DOCK,
 FW1145'4 FEET WEST OF THE MEAN HIGH WATER LINE, 135 FEET NE OF THE
 FW1145'NW GATE POST IN AN OLD FENCE LINE, AND 104 FEET SE OF 3 WILD
 FW1145'CHERRY BUSHES.  THE MARK PROJECTS ABOUT 4 INCHES.
 FW1145'
 FW1145'REFERENCE MARK 2 IS 9 FEET SW OF THE APPROX. CENTER OF A TRACK
 FW1145'ROAD, 5 FEET N OF A SHALLOW DITCH AND 37 FEET NNE OF THREE
 FW1145'WILD CHERRY BUSHES.
 FW1145'
 FW1145'TO REACH THE STATION FROM THE POST OFFICE IN ACCOMAC, GO
 FW1145'NORTHERLY ON U.S. HWY. 13 FOR 4.45 MILES TO A SIDE ROAD RIGHT,
 FW1145'AT THE ZION CHURCH.  TURN RIGHT AND GO EAST ON STATE HWY.
 FW1145'679 FOR 0.25 MILE TO A FORK.  BEAR RIGHT ON STATE HWY. 666 FOR
 FW1145'0.95 MILE TO A FORK.  KEEP LEFT FOR 0.4 MILE TO A SIDE ROAD
 FW1145'LEFT.  TURN LEFT ON STATE HWY. 786 (DIRT) FOR 0.1 MILE TO A
 FW1145'FORK.  KEEP RIGHT, ON MTR, FOR 0.2 MILE TO A SIDE ROAD LEFT.
 FW1145'KEEP RIGHT, STRAIGHT AHEAD, FOR 0.3 MILE TO MR. C.E.
 FW1145'LOTSPEICHS HOME ON THE LEFT (PROPERTY OWNER).  CONTINUE AHEAD
 FW1145'ON A FARM ROAD FOR 0.5 MILE TO THE END OF THE ROAD AND THE
 FW1145'STATION ON THE RIGHT.
 FW1145
 FW1145                          STATION RECOVERY (1975)
 FW1145
 FW1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1145'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW1145'CONDITION.  THIS MARK IS A STANDARD TRIANGULATION STATION DISK
 FW1145'WITH NO STAMPING ON IT.  IT WAS FOUND TO BE 52.8 FEET SOUTH
 FW1145'SOUTHWEST OF A POWER POLE WITH A SMALL TRAINGLE INSCRIBED ON IT, 2.8
 FW1145'FEET EAST OF A STEEL WITNESS POST AND SIGN, 1 FOOT NORTH OF ANOTHER
 FW1145'WITNESS POST AND SIGN AND THE MARK IS ABOUT 4
 FW1145'INCHES BELOW THE SAND LEVEL.
 FW1145'
 FW1145'REFERENCE MARK NO 2 WAS RECOVERED AS DESCRIBED WITH A NAIL IN THE
 FW1145'CENTER OF A 8-INCH SQUARE PIECE OF CONCRETE IN GOOD CONDITION.  IT
 FW1145'WAS FOUND TO BE 30.5 FEET NORTH NORTHEAST OF POWER POLE NUMBER
 FW1145'2-68-2, FLUSH WITH THE GRASS LEVEL.
 FW1145'
 FW1145'REFERENCE MARK NO 1, REFERENCE MARK NO 3 AND THE AZIMUTH MARK WAS
 FW1145'NOT RECOVERED AT THIS TIME.
 FW1145'
 FW1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST
 FW1145'NORTHEAST OF ACCOMAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1467 ***********************************************************************
 FX1467  DESIGNATION -  BISHOP
 FX1467  PID         -  FX1467
 FX1467  STATE/COUNTY-  VA/BRUNSWICK
 FX1467  USGS QUAD   -  WARFIELD (1986)
 FX1467
 FX1467                         *CURRENT SURVEY CONTROL
 FX1467  ___________________________________________________________________
 FX1467* NAD 83(1993)-  36 55 56.82947(N)    077 45 04.07488(W)     ADJUSTED  
 FX1467* NAVD 88     -        82.436  (meters)     270.46   (feet)  ADJUSTED  
 FX1467  ___________________________________________________________________
 FX1467  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 FX1467  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FX1467  DYNAMIC HT  -          82.375 (meters)     270.26  (feet)  COMP
 FX1467  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 FX1467
 FX1467  HORZ ORDER  -  SECOND
 FX1467  VERT ORDER  -  SECOND    CLASS 0
 FX1467
 FX1467.The horizontal coordinates were established by classical geodetic methods
 FX1467.and adjusted by the National Geodetic Survey in September 1995..
 FX1467
 FX1467.The orthometric height was determined by differential leveling
 FX1467.and adjusted by the National Geodetic Survey in June 1991..
 FX1467
 FX1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1467
 FX1467.The geoid height was determined by GEOID03.
 FX1467
 FX1467.The dynamic height is computed by dividing the NAVD 88
 FX1467.geopotential number by the normal gravity value computed on the
 FX1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1467.degrees latitude (g = 980.6199 gals.).
 FX1467
 FX1467.The modeled gravity was interpolated from observed gravity values.
 FX1467
 FX1467;                    North         East     Units Scale Factor Converg.
 FX1467;SPC VA S     - 1,066,751.439 3,566,714.487   MT  0.99997405   +0 27 16.2
 FX1467;SPC VA S     - 3,499,833.68 11,701,795.78   sFT  0.99997405   +0 27 16.2
 FX1467;UTM  18      - 4,090,915.458   254,972.341   MT  1.00033970   -1 39 14.1
 FX1467
 FX1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1467!SPC VA S     -   0.99999224  x   0.99997405  =   0.99996629
 FX1467!UTM  18      -   0.99999224  x   1.00033970  =   1.00033194
 FX1467
 FX1467|---------------------------------------------------------------------|
 FX1467| PID    Reference Object                     Distance      Geod. Az  |
 FX1467|                                                           dddmmss.s |
 FX1467| FX1468 BISHOP RM 1                          23.872 METERS 17209     |
 FX1467| FX1469 BISHOP RM 2                          30.169 METERS 27834     |
 FX1467| FX1466 BISHOP AZ MK                                       3502048.7 |
 FX1467|---------------------------------------------------------------------|
 FX1467
 FX1467                          SUPERSEDED SURVEY CONTROL
 FX1467
 FX1467  NAD 83(1986)-  36 55 56.83489(N)    077 45 04.09202(W) AD(       ) 2
 FX1467  NAD 27      -  36 55 56.30090(N)    077 45 05.11290(W) AD(       ) 2
 FX1467  NGVD 29 (??/??/92)   82.755  (m)          271.51   (f) ADJ UNCH    2 0
 FX1467
 FX1467.Superseded values are not recommended for survey control.
 FX1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1467.See file dsdata.txt to determine how the superseded data were derived.
 FX1467
 FX1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5497290915(NAD 83)
 FX1467_MARKER: DS = TRIANGULATION STATION DISK
 FX1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1467_STAMPING: BISHOP 1959
 FX1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1467+STABILITY: SURFACE MOTION
 FX1467
 FX1467  HISTORY     - Date     Condition        Report By
 FX1467  HISTORY     - 1959     MONUMENTED       CGS
 FX1467  HISTORY     - 1960     GOOD             NGS
 FX1467  HISTORY     - 1967     GOOD             CGS
 FX1467  HISTORY     - 1967     GOOD             NGS
 FX1467  HISTORY     - 20010224 GOOD             USPSQD
 FX1467
 FX1467                          STATION DESCRIPTION
 FX1467
 FX1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1467'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ALBERTA, 4 MILES
 FX1467'SOUTH-SOUTHWEST OF MC KENNEY, ON THE SOUTHEAST SIDE OF U.S.
 FX1467'HIGHWAY 1 AND ON THE PROPERTY OF MR. R.S. BISHOP.
 FX1467'
 FX1467'STATION, STAMPED BISHOP 1959, IS SET FLUSH WITH THE SURFACE
 FX1467'OF THE GROUND.  IT IS 60.5 FEET SOUTHWEST OF THE SOUTHWEST
 FX1467'CORNER OF THE HOUSE, 23 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 FX1467'TREE AND 13.5 FEET EAST-SOUTHEAST OF A C AND GS SIGN.
 FX1467'
 FX1467'R.M. 1, STAMPED BISHOP NO 1 1959, IS SET FLUSH WITH THE SURFACE
 FX1467'OF THE GROUND.  IT IS 26 FEET SOUTHWEST OF THE EAST END OF
 FX1467'THE GATE, 24 FEET SOUTH OF A FENCE CORNER POST AND ABOUT 1
 FX1467'FOOT BELOW THE ELEVATION OF THE STATION.
 FX1467'
 FX1467'R.M. 2, STAMPED BISHOP NO 2 1959, IS SET FLUSH WITH THE SURFACE
 FX1467'OF THE GROUND.  IT IS 8 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FX1467'CORNER OF THE HOUSE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FX1467'
 FX1467'AZIMUTH MARK, STAMPED BISHOP 1959, PROJECTS ABOUT 2 INCHES.
 FX1467'IT IS 19 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE 629,
 FX1467'4.0 FEET NORTHWEST OF A C AND GS SIGN AND 2 FEET SOUTH OF
 FX1467'THE TWO MAIL BOXES.
 FX1467'
 FX1467'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 FX1467'AND STATE HIGHWAY 40 IN MC KENNEY, GO SOUTHWEST ON U.S. HIGHWAY
 FX1467'1 FOR 3.8 MILES TO A SIDE ROAD RIGHT.  (TURN RIGHT, GO WEST
 FX1467'ON COUNTY ROUTE 629 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FX1467'LEFT.) CONTINUE SOUTHWEST ON U.S. HIGHWAY 1 FOR 0.05 MILE
 FX1467'TO A DRIVEWAY ON THE LEFT, TURN LEFT, GO SOUTHEAST FOR 0.05
 FX1467'MILE TO MR. BISHOPS HOME ON THE RIGHT AND THE STATION ON
 FX1467'THE LEFT.
 FX1467'
 FX1467'HEIGHT OF LIGHT ABOVE STATION MARK 25.26 METERS.
 FX1467
 FX1467                          STATION RECOVERY (1960)
 FX1467
 FX1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1467'4.2 MI SW FROM MC KENNEY.
 FX1467'ABOUT 4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 FX1467'OF STATE HIGHWAY 40 AT MC KENNEY, THENCE ABOUT 153 YARDS (0.1 MILE)
 FX1467'SOUTH ALONG A TRAIL ROAD DRIVE TO REMAINS OF FARMHOUSE (DESTROYED
 FX1467'BY FIRE), 13 FEET EAST OF THE CENTER LINE OF DRIVE OR TRAIL ROAD
 FX1467'AND AT TOP OF GRADE OF SAME ROAD, 28 1/2 FEET SOUTH-SOUTHWEST OF
 FX1467'A TRIANGULATION BLAZED 20-INCH GUM TREE, 101 FEET NORTH OF THE
 FX1467'CENTER OF A GATE, 78.3 FEET NORTH OF R M 1, 99.0 FEET EAST-SOUTHEAST
 FX1467'OF R M 2, 13 FEET SOUTHWEST OF A STEEL WITNESS POST, AND SET IN
 FX1467'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  ALSO ABOUT 0.05
 FX1467'MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF ROAD 629
 FX1467'LEADING WEST, THENCE ABOUT 0.1 MILE (153 YARDS) SOUTH ALONG A
 FX1467'TRAIL ROAD.
 FX1467
 FX1467                          STATION RECOVERY (1967)
 FX1467
 FX1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 FX1467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FX1467'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 FX1467'EXCEPT THE HOUSE NEAR STATION SITE HAS BEEN DESTROYED BY FIRE.
 FX1467
 FX1467                          STATION RECOVERY (1967)
 FX1467
 FX1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1467'RECOVERED IN GOOD CONDITION.
 FX1467
 FX1467                          STATION RECOVERY (2001)
 FX1467
 FX1467'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1466 ***********************************************************************
 FX1466  DESIGNATION -  BISHOP AZ MK
 FX1466  PID         -  FX1466
 FX1466  STATE/COUNTY-  VA/BRUNSWICK
 FX1466  USGS QUAD   -  WARFIELD (1986)
 FX1466
 FX1466                         *CURRENT SURVEY CONTROL
 FX1466  ___________________________________________________________________
 FX1466* NAD 83(1986)-  36 56 05.     (N)    077 45 07.     (W)     SCALED    
 FX1466* NAVD 88     -        82.818  (meters)     271.71   (feet)  ADJUSTED  
 FX1466  ___________________________________________________________________
 FX1466  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 FX1466  DYNAMIC HT  -          82.756 (meters)     271.51  (feet)  COMP
 FX1466  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 FX1466
 FX1466  VERT ORDER  -  SECOND    CLASS 0
 FX1466
 FX1466.The horizontal coordinates were scaled from a topographic map and have
 FX1466.an estimated accuracy of +/- 6 seconds.
 FX1466
 FX1466.The orthometric height was determined by differential leveling
 FX1466.and adjusted by the National Geodetic Survey in June 1991..
 FX1466
 FX1466.The geoid height was determined by GEOID03.
 FX1466
 FX1466.The dynamic height is computed by dividing the NAVD 88
 FX1466.geopotential number by the normal gravity value computed on the
 FX1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1466.degrees latitude (g = 980.6199 gals.).
 FX1466
 FX1466.The modeled gravity was interpolated from observed gravity values.
 FX1466
 FX1466;                    North         East    Units  Estimated Accuracy
 FX1466;SPC VA S     - 1,067,000.    3,566,640.      MT  (+/- 180 meters Scaled)
 FX1466
 FX1466                          SUPERSEDED SURVEY CONTROL
 FX1466
 FX1466  NGVD 29 (??/??/92)   83.136  (m)          272.76   (f) ADJ UNCH    2 0
 FX1466
 FX1466.Superseded values are not recommended for survey control.
 FX1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1466.See file dsdata.txt to determine how the superseded data were derived.
 FX1466
 FX1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF549911(NAD 83)
 FX1466_MARKER: DZ = AZIMUTH MARK DISK
 FX1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1466_STAMPING: BISHOP 1959
 FX1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1466+STABILITY: SURFACE MOTION
 FX1466
 FX1466  HISTORY     - Date     Condition        Report By
 FX1466  HISTORY     - 1959     MONUMENTED       CGS
 FX1466  HISTORY     - 1960     GOOD             NGS
 FX1466  HISTORY     - 1967     GOOD             NGS
 FX1466  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1466
 FX1466                          STATION DESCRIPTION
 FX1466
 FX1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1466'4.1 MI SW FROM MC KENNEY.
 FX1466'ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 FX1466'OF STATE HIGHWAY 40 AT MC KENNEY, THENCE ABOUT 0.1 MILE NORTHWEST
 FX1466'AND WEST ALONG ROAD 629, 19 1/2 FEET SOUTH OF THE CENTER LINE
 FX1466'OF BLACK TOP ROAD 629, 11 1/2 FEET WEST OF THE PROLONGED CENTER
 FX1466'LINE OF A DRIVE LEADING NORTH OF A FARMHOUSE, 2 FEET SOUTH OF TWO
 FX1466'MAIL BOXES, 4 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 FX1466'WITH ROAD 629, AND SET IN TOP OF A CONCRETE POST.
 FX1466
 FX1466                          STATION RECOVERY (1967)
 FX1466
 FX1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1466'RECOVERED IN GOOD CONDITION.
 FX1466
 FX1466                          STATION RECOVERY (2001)
 FX1466
 FX1466'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1468 ***********************************************************************
 FX1468  DESIGNATION -  BISHOP RM 1
 FX1468  PID         -  FX1468
 FX1468  STATE/COUNTY-  VA/BRUNSWICK
 FX1468  USGS QUAD   -  WARFIELD (1986)
 FX1468
 FX1468                         *CURRENT SURVEY CONTROL
 FX1468  ___________________________________________________________________
 FX1468* NAD 83(1986)-  36 55 57.     (N)    077 45 04.     (W)     SCALED    
 FX1468* NAVD 88     -        82.053  (meters)     269.20   (feet)  ADJUSTED  
 FX1468  ___________________________________________________________________
 FX1468  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FX1468  DYNAMIC HT  -          81.992 (meters)     269.00  (feet)  COMP
 FX1468  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 FX1468
 FX1468  VERT ORDER  -  SECOND    CLASS 0
 FX1468
 FX1468.The horizontal coordinates were scaled from a topographic map and have
 FX1468.an estimated accuracy of +/- 6 seconds.
 FX1468
 FX1468.The orthometric height was determined by differential leveling
 FX1468.and adjusted by the National Geodetic Survey in June 1991..
 FX1468
 FX1468.The geoid height was determined by GEOID03.
 FX1468
 FX1468.The dynamic height is computed by dividing the NAVD 88
 FX1468.geopotential number by the normal gravity value computed on the
 FX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1468.degrees latitude (g = 980.6199 gals.).
 FX1468
 FX1468.The modeled gravity was interpolated from observed gravity values.
 FX1468
 FX1468;                    North         East    Units  Estimated Accuracy
 FX1468;SPC VA S     - 1,066,760.    3,566,720.      MT  (+/- 180 meters Scaled)
 FX1468
 FX1468                          SUPERSEDED SURVEY CONTROL
 FX1468
 FX1468  NGVD 29 (??/??/92)   82.372  (m)          270.25   (f) ADJ UNCH    2 0
 FX1468
 FX1468.Superseded values are not recommended for survey control.
 FX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1468.See file dsdata.txt to determine how the superseded data were derived.
 FX1468
 FX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF549909(NAD 83)
 FX1468_MARKER: DR = REFERENCE MARK DISK
 FX1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1468_STAMPING: BISHOP NO 1 1959
 FX1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1468+STABILITY: SURFACE MOTION
 FX1468
 FX1468  HISTORY     - Date     Condition        Report By
 FX1468  HISTORY     - 1959     MONUMENTED       CGS
 FX1468  HISTORY     - 1960     GOOD             NGS
 FX1468  HISTORY     - 1967     GOOD             NGS
 FX1468  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1468
 FX1468                          STATION DESCRIPTION
 FX1468
 FX1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1468'4.2 MI SW FROM MC KENNEY.
 FX1468'78.3 FEET SOUTH OF TRIANGULATION STATION BISHOP, DESCRIBED,
 FX1468'142 1/2 FEET SOUTHEAST OF R M 2, 8 FEET EAST OF THE CENTER LINE
 FX1468'OF TRAIL ROAD, 24 FEET NORTH OF THE CENTER OF A GATE, ABOUT LEVEL
 FX1468'WITH THE TRAIL ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 FX1468'THE GROUND.
 FX1468
 FX1468                          STATION RECOVERY (1967)
 FX1468
 FX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1468'RECOVERED IN GOOD CONDITION.
 FX1468
 FX1468                          STATION RECOVERY (2001)
 FX1468
 FX1468'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1469 ***********************************************************************
 FX1469  DESIGNATION -  BISHOP RM 2
 FX1469  PID         -  FX1469
 FX1469  STATE/COUNTY-  VA/BRUNSWICK
 FX1469  USGS QUAD   -  WARFIELD (1986)
 FX1469
 FX1469                         *CURRENT SURVEY CONTROL
 FX1469  ___________________________________________________________________
 FX1469* NAD 83(1986)-  36 55 57.     (N)    077 45 04.     (W)     SCALED    
 FX1469* NAVD 88     -        82.177  (meters)     269.61   (feet)  ADJUSTED  
 FX1469  ___________________________________________________________________
 FX1469  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FX1469  DYNAMIC HT  -          82.116 (meters)     269.41  (feet)  COMP
 FX1469  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 FX1469
 FX1469  VERT ORDER  -  SECOND    CLASS 0
 FX1469
 FX1469.The horizontal coordinates were scaled from a topographic map and have
 FX1469.an estimated accuracy of +/- 6 seconds.
 FX1469
 FX1469.The orthometric height was determined by differential leveling
 FX1469.and adjusted by the National Geodetic Survey in June 1991..
 FX1469
 FX1469.The geoid height was determined by GEOID03.
 FX1469
 FX1469.The dynamic height is computed by dividing the NAVD 88
 FX1469.geopotential number by the normal gravity value computed on the
 FX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1469.degrees latitude (g = 980.6199 gals.).
 FX1469
 FX1469.The modeled gravity was interpolated from observed gravity values.
 FX1469
 FX1469;                    North         East    Units  Estimated Accuracy
 FX1469;SPC VA S     - 1,066,760.    3,566,720.      MT  (+/- 180 meters Scaled)
 FX1469
 FX1469                          SUPERSEDED SURVEY CONTROL
 FX1469
 FX1469  NGVD 29 (??/??/92)   82.496  (m)          270.66   (f) ADJ UNCH    2 0
 FX1469
 FX1469.Superseded values are not recommended for survey control.
 FX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1469.See file dsdata.txt to determine how the superseded data were derived.
 FX1469
 FX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF549909(NAD 83)
 FX1469_MARKER: DR = REFERENCE MARK DISK
 FX1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1469_STAMPING: BISHOP NO 2 1959
 FX1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1469+STABILITY: SURFACE MOTION
 FX1469
 FX1469  HISTORY     - Date     Condition        Report By
 FX1469  HISTORY     - 1959     MONUMENTED       CGS
 FX1469  HISTORY     - 1960     GOOD             NGS
 FX1469  HISTORY     - 1967     GOOD             NGS
 FX1469  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 FX1469
 FX1469                          STATION DESCRIPTION
 FX1469
 FX1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1469'4.2 MI SW FROM MC KENNEY.
 FX1469'99.0 FEET WEST-NORTHWEST OF TRIANGULATION STATION BISHOP, DESCRIBED,
 FX1469'142 1/2 FEET NORTHWEST OF R M 1, 83 FEET WEST OF THE CENTER LINE
 FX1469'OF TRAIL ROAD AND TOP OF GRADE, 7 1/2 FEET WEST-SOUTHWEST OF
 FX1469'SOUTHWEST CORNER OF REMAINS OF FARMHOUSE, 105 FEET WEST OF AND
 FX1469'ACROSS TRAIL ROAD FROM A 20-INCH GUM TREE WITH TRIANGULATION
 FX1469'BLAZE, AND SET IN TOP OF A CONCRETE POST.
 FX1469
 FX1469                          STATION RECOVERY (1967)
 FX1469
 FX1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX1469'RECOVERED IN GOOD CONDITION.
 FX1469
 FX1469                          STATION RECOVERY (2001)
 FX1469
 FX1469'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5129 ***********************************************************************
 GV5129  DESIGNATION -  BLACK
 GV5129  PID         -  GV5129
 GV5129  STATE/COUNTY-  VA/KING WILLIAM
 GV5129  USGS QUAD   -  TUNSTALL (1984)
 GV5129
 GV5129                         *CURRENT SURVEY CONTROL
 GV5129  ___________________________________________________________________
 GV5129* NAD 83(1993)-  37 36 03.94103(N)    077 05 09.90563(W)     ADJUSTED  
 GV5129* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5129  ___________________________________________________________________
 GV5129  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 GV5129  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV5129
 GV5129  HORZ ORDER  -  THIRD
 GV5129
 GV5129.The horizontal coordinates were established by classical geodetic methods
 GV5129.and adjusted by the National Geodetic Survey in November 1994..
 GV5129
 GV5129.The orthometric height was scaled from a topographic map.
 GV5129
 GV5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5129
 GV5129.The geoid height was determined by GEOID03.
 GV5129
 GV5129;                    North         East     Units Scale Factor Converg.
 GV5129;SPC VA S     - 1,141,625.938 3,624,846.868   MT  0.99995369   +0 51 29.3
 GV5129;SPC VA S     - 3,745,484.43 11,892,518.43   sFT  0.99995369   +0 51 29.3
 GV5129;UTM  18      - 4,163,603.156   315,849.186   MT  1.00001772   -1 16 23.5
 GV5129
 GV5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5129!SPC VA S     -   1.00000518  x   0.99995369  =   0.99995887
 GV5129!UTM  18      -   1.00000518  x   1.00001772  =   1.00002290
 GV5129
 GV5129|---------------------------------------------------------------------|
 GV5129| PID    Reference Object                     Distance      Geod. Az  |
 GV5129|                                                           dddmmss.s |
 GV5129| DC5146 BLACK RM 2                           11.237 METERS 04018     |
 GV5129| DC5147 BLACK RM 3                           16.500 METERS 10242     |
 GV5129| GV5135 BUCK                                395.851 METERS 13157     |
 GV5129| GV5132 BOYD                                280.614 METERS 17221     |
 GV5129| GV5217 WATER                               172.138 METERS 22052     |
 GV5129| GV5171 LOO                                 314.236 METERS 28810     |
 GV5129| GV5179 MUTTON 1912                         190.863 METERS 31229     |
 GV5129| DC5145 BLACK RM 1                           19.693 METERS 32913     |
 GV5129|---------------------------------------------------------------------|
 GV5129
 GV5129                          SUPERSEDED SURVEY CONTROL
 GV5129
 GV5129  NAD 83(1986)-  37 36 03.94225(N)    077 05 09.92320(W) AD(       ) 3
 GV5129  NAD 27      -  37 36 03.39200(N)    077 05 10.92200(W) AD(       ) 3
 GV5129
 GV5129.Superseded values are not recommended for survey control.
 GV5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5129.See file dsdata.txt to determine how the superseded data were derived.
 GV5129
 GV5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1584963603(NAD 83)
 GV5129_MARKER: Z = SEE DESCRIPTION
 GV5129_SETTING: 0 = UNSPECIFIED SETTING
 GV5129
 GV5129  HISTORY     - Date     Condition        Report By
 GV5129  HISTORY     - 1912     MONUMENTED       CGS
 GV5129  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5129  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5129
 GV5129                          STATION DESCRIPTION
 GV5129
 GV5129'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5129'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING
 GV5129'OPPOSITE THE GARLIC HOMESTEAD HOUSE CALLED WATERLOO, 6 METERS OUT
 GV5129'FROM HIGH WATER AND 1 METER OUT FROM GRASS LINE.
 GV5129'
 GV5129'STATION IS MARKED BY A CEDAR STAKE 40 INCHES LONG 2-3/4 INCHES
 GV5129'IN DIAMETER, DRIVEN TO 6 INCHES OF THE GROUND.
 GV5129'
 GV5129'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON 10-INCH
 GV5129'GUM AT SHORE LINE, DISTANT 19.693 METERS ON LINE 197 DEG 15
 GV5129'MIN 42 SEC TO RIGHT OF STATION BUCK.
 GV5129'
 GV5129'REFERENCE MARK NO. 2 IS CEMENT BLOCK 8 BY 8 BY 24-INCHES SET
 GV5129'ABOUT 10 METERS BACK FROM THE WTAER, AND 7 METERS IN FRONT OF
 GV5129'VERY LARGE TREE, BEARING THE REGULATION DISK WITH ARROW, CROSS
 GV5129'AND LEGEND, DISTANT 11.237 METERS, ON LINE 268 DEG 20 MIN 48
 GV5129'SEC TO RIGHT OF STATION BUCK.
 GV5129'
 GV5129'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 8-INCH GUM
 GV5129'AT WATERS EDGE, DISTANT 16.500 METERS ON LINE 330 DEG 44 MIN
 GV5129'42 SEC TO RIGHT OF STATION BUCK.
 GV5129
 GV5129                          STATION RECOVERY (1999)
 GV5129
 GV5129'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5129'MARK NOT FOUND.
 GV5129
 GV5129                          STATION RECOVERY (2003)
 GV5129
 GV5129'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3015 ***********************************************************************
 FX3015  DESIGNATION -  BLACK
 FX3015  PID         -  FX3015
 FX3015  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3015  USGS QUAD   -  LITTLE CREEK (1989)
 FX3015
 FX3015                         *CURRENT SURVEY CONTROL
 FX3015  ___________________________________________________________________
 FX3015* NAD 83(1993)-  36 54 17.19276(N)    076 11 01.61519(W)     ADJUSTED  
 FX3015* NAVD 88     -                                                        
 FX3015  ___________________________________________________________________
 FX3015  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FX3015  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX3015
 FX3015  HORZ ORDER  -  THIRD
 FX3015
 FX3015.The horizontal coordinates were established by classical geodetic methods
 FX3015.and adjusted by the National Geodetic Survey in September 1995..
 FX3015
 FX3015
 FX3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3015
 FX3015.The geoid height was determined by GEOID03.
 FX3015
 FX3015;                    North         East     Units Scale Factor Converg.
 FX3015;SPC VA S     - 1,065,947.626 3,706,401.959   MT  0.99997780   +1 24 20.8
 FX3015;SPC VA S     - 3,497,196.50 12,160,087.09   sFT  0.99997780   +1 24 20.8
 FX3015;UTM  18      - 4,084,963.185   394,538.420   MT  0.99973702   -0 42 39.3
 FX3015
 FX3015                          SUPERSEDED SURVEY CONTROL
 FX3015
 FX3015  NAD 83(1986)-  36 54 17.19904(N)    076 11 01.65309(W) AD(       ) 4
 FX3015  NAD 27      -  36 54 16.67000(N)    076 11 02.88000(W) AD(       ) 3
 FX3015
 FX3015.Superseded values are not recommended for survey control.
 FX3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3015.See file dsdata.txt to determine how the superseded data were derived.
 FX3015
 FX3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9453884963(NAD 83)
 FX3015_MARKER: 53 = ELEVATED TANK
 FX3015
 FX3015  HISTORY     - Date     Condition        Report By
 FX3015  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3015  HISTORY     - 1943     GOOD             CGS
 FX3015  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 FX3015
 FX3015                          STATION DESCRIPTION
 FX3015
 FX3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3015'THE CENTER OF A WATER TANK IN THE PENNSYLVANIA RAILROAD YARDS
 FX3015'AT THE FERRY TERMINAL AT LITTLE CREEK, ON CHESAPEAKE BAY.
 FX3015'THE TANK IS ABOUT 22 METERS WEST OF THE WEST TRACK AND ABOUT 265
 FX3015'METERS SOUTH OF THE CONCRETE HIGHWAY BRIDGE OVER THE TRACKS.
 FX3015'THE TANK IS ABOUT 15 FEET IN HEIGHT AND 15 FEET IN DIAMETER,
 FX3015'PAINTED BLACK, AND SUPPORTED BY A SKELETON STEEL TOWER ABOUT
 FX3015'25 FEET HIGH.
 FX3015
 FX3015                          STATION RECOVERY (1943)
 FX3015
 FX3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3015'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCY--
 FX3015'
 FX3015'1.  THE STATION IS 20.3 METERS W OF THE CENTER LINE OF THE W
 FX3015'TRACK, NOT ABOUT 22 METERS.
 FX3015
 FX3015                          STATION RECOVERY (2002)
 FX3015
 FX3015'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX3015'FOUND CENTER WATER PIPE OF TOWER. TOWER REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3092 ***********************************************************************
 FX3092  DESIGNATION -  BLACK
 FX3092  PID         -  FX3092
 FX3092  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3092  USGS QUAD   -  CREEDS (1986)
 FX3092
 FX3092                         *CURRENT SURVEY CONTROL
 FX3092  ___________________________________________________________________
 FX3092* NAD 83(1993)-  36 35 56.01276(N)    076 04 03.53292(W)     ADJUSTED  
 FX3092* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3092  ___________________________________________________________________
 FX3092  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 FX3092  GEOID HEIGHT-         -37.82  (meters)                     GEOID03
 FX3092
 FX3092  HORZ ORDER  -  SECOND
 FX3092
 FX3092.The horizontal coordinates were established by classical geodetic methods
 FX3092.and adjusted by the National Geodetic Survey in September 1995..
 FX3092
 FX3092.The orthometric height was scaled from a topographic map.
 FX3092
 FX3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3092
 FX3092.The geoid height was determined by GEOID03.
 FX3092
 FX3092;                    North         East     Units Scale Factor Converg.
 FX3092;SPC VA S     - 1,032,274.247 3,717,623.122   MT  1.00003469   +1 28 34.5
 FX3092;SPC VA S     - 3,386,719.76 12,196,901.86   sFT  1.00003469   +1 28 34.5
 FX3092;SPC NC       -   319,935.006   871,980.421   MT  1.00014936   +1 41 32.9
 FX3092;SPC NC       - 1,049,653.43  2,860,822.43   sFT  1.00014936   +1 41 32.9
 FX3092;UTM  18      - 4,050,908.198   404,506.614   MT  0.99971235   -0 38 11.7
 FX3092
 FX3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3092!SPC VA S     -   1.00000582  x   1.00003469  =   1.00004051
 FX3092!SPC NC       -   1.00000582  x   1.00014936  =   1.00015519
 FX3092!UTM  18      -   1.00000582  x   0.99971235  =   0.99971817
 FX3092
 FX3092|---------------------------------------------------------------------|
 FX3092| PID    Reference Object                     Distance      Geod. Az  |
 FX3092|                                                           dddmmss.s |
 FX3092| DC8075 BLACK RM 1                           49.330 METERS 02101     |
 FX3092| FX3111 NORTH LANDING RIVER BEACON 17       APPROX. 2.1 KM 0444805.3 |
 FX3092| DC8076 BLACK RM 2                           61.370 METERS 08908     |
 FX3092| FX3095 BRIGHT                              APPROX. 1.6 KM 1030112.0 |
 FX3092| FX3128 NORTH LANDING RIVER BEACON 20       APPROX. 1.7 KM 1144737.5 |
 FX3092| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 0.9 KM 1175522.8 |
 FX3092|---------------------------------------------------------------------|
 FX3092
 FX3092                          SUPERSEDED SURVEY CONTROL
 FX3092
 FX3092  NAD 83(1986)-  36 35 56.02219(N)    076 04 03.56233(W) AD(       ) 2
 FX3092  NAD 27      -  36 35 55.47500(N)    076 04 04.80600(W) AD(       ) 2
 FX3092
 FX3092.Superseded values are not recommended for survey control.
 FX3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3092.See file dsdata.txt to determine how the superseded data were derived.
 FX3092
 FX3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0450750908(NAD 83)
 FX3092_MARKER: DS = TRIANGULATION STATION DISK
 FX3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3092
 FX3092  HISTORY     - Date     Condition        Report By
 FX3092  HISTORY     - 1934     MONUMENTED       CGS
 FX3092  HISTORY     - 1934     GOOD             CGS
 FX3092
 FX3092                          STATION DESCRIPTION
 FX3092
 FX3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FX3092'ON THE NORTH BANK OF BLACK WATER CREEK, AT THE FOURTH BEND
 FX3092'AND ABOUT 0.4 MILE FROM THE MOUTH OF THE CREEK.  THE CREEK BED
 FX3092'RUNS HERE FOR 200 METERS NORTH AND THEN SWINGS WEST.  STATION
 FX3092'IS 14.0 METERS FROM THE CREEK SHORE TO THE WEST OF THE STATION,
 FX3092'19.0 METERS FROM THE CREEK SHORE TO SOUTHWEST OF STATION AND
 FX3092'21.8 METERS FROM THE CREEK SHORE TO SOUTH-SOUTHEAST OF STATION.
 FX3092'THERE IS A 4- BY 4-INCH CONCRETE FENCE POST, PROJECTING 3
 FX3092'FEET ABOVE THE GROUND, 7.9 METERS SOUTHEAST OF STATION IN
 FX3092'LINE WITH BEACON NO. 19.  SURFACE AND UNDERGROUND MARKS ARE
 FX3092'STAMPED BLACK 1934.
 FX3092'
 FX3092'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3092'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3092'
 FX3092'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, STAMPED
 FX3092'BLACK 1934 NO 1.
 FX3092'
 FX3092'REFERENCE MARK NO. 2 IS EAST OF THE STATION STAMPED BLACK
 FX3092'1934 NO 2.
 FX3092'
 FX3092'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 FX3092
 FX3092                          STATION RECOVERY (1934)
 FX3092
 FX3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3092'THE DESCRIPTION OF J.C.S., 1934 IS ADEQUATE.
 FX3092'
 FX3092'TO REACH FROM LAND, TAKE A BOAT AT THE BRIDGE OVER BLACKWATER
 FX3092'CREEK AT MANSFIELDS STORE AND FOLLOW THE CREEK DOWN ABOUT 2
 FX3092'MILES TO A SHARP LEFT TURN ABOUT 1/2 MILE ABOVE THE MOUTH OF
 FX3092'THE CREEK IN NORTH LANDING RIVER.  THE STATION IS ON THE
 FX3092'NARROW NECK AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2565 ***********************************************************************
 HV2565  DESIGNATION -  BLACK ROCK
 HV2565  PID         -  HV2565
 HV2565  STATE/COUNTY-  VA/STAFFORD
 HV2565  USGS QUAD   -  JOPLIN (1971)
 HV2565
 HV2565                         *CURRENT SURVEY CONTROL
 HV2565  ___________________________________________________________________
 HV2565* NAD 83(1986)-  38 33 31.     (N)    077 25 56.     (W)     SCALED    
 HV2565* NAVD 88     -        80.101  (meters)     262.80   (feet)  ADJUSTED  
 HV2565  ___________________________________________________________________
 HV2565  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV2565  DYNAMIC HT  -          80.054 (meters)     262.64  (feet)  COMP
 HV2565  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 HV2565
 HV2565  VERT ORDER  -  SECOND    CLASS 0
 HV2565
 HV2565.The horizontal coordinates were scaled from a topographic map and have
 HV2565.an estimated accuracy of +/- 6 seconds.
 HV2565
 HV2565.The orthometric height was determined by differential leveling
 HV2565.and adjusted by the National Geodetic Survey in June 1991..
 HV2565
 HV2565.The geoid height was determined by GEOID03.
 HV2565
 HV2565.The dynamic height is computed by dividing the NAVD 88
 HV2565.geopotential number by the normal gravity value computed on the
 HV2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2565.degrees latitude (g = 980.6199 gals.).
 HV2565
 HV2565.The modeled gravity was interpolated from observed gravity values.
 HV2565
 HV2565;                    North         East    Units  Estimated Accuracy
 HV2565;SPC VA N     - 2,099,550.    3,593,060.      MT  (+/- 180 meters Scaled)
 HV2565
 HV2565                          SUPERSEDED SURVEY CONTROL
 HV2565
 HV2565  NGVD 29 (??/??/??)   80.341  (m)          263.59   (f) ADJUSTED    2 0
 HV2565
 HV2565.Superseded values are not recommended for survey control.
 HV2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2565.See file dsdata.txt to determine how the superseded data were derived.
 HV2565
 HV2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH880706(NAD 83)
 HV2565_MARKER: Q = CHISELED SQUARE
 HV2565_SETTING: 80 = SET IN A BOULDER
 HV2565_SP_SET: BOULDER
 HV2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2565+STABILITY: SURFACE MOTION
 HV2565
 HV2565  HISTORY     - Date     Condition        Report By
 HV2565  HISTORY     - UNK      MONUMENTED       CGS
 HV2565  HISTORY     - 1935     GOOD             CGS
 HV2565
 HV2565                          STATION DESCRIPTION
 HV2565
 HV2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2565'AT BLACK ROCK.
 HV2565'AT BLACK ROCK, STAFFORD COUNTY, AT THE JUNCTION OF SECONDARY
 HV2565'STATE HIGHWAYS 640 AND 618, 18 FEET NORTH OF THE CENTER LINE
 HV2565'OF SECONDARY STATE HIGHWAY 640, 17 FEET EAST OF THE CENTER LINE
 HV2565'OF SECONDARY STATE HIGHWAY 618, AND ON THE TOP OF THE NORTH
 HV2565'ONE OF THREE BOULDERS.  A CHISELED SQUARE, SURROUNDED BY WHITE
 HV2565'PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0912 ***********************************************************************
 FW0912  DESIGNATION -  BLACK ROCK CHANNEL SHACK 4
 FW0912  PID         -  FW0912
 FW0912  STATE/COUNTY-  VA/NORTHAMPTON
 FW0912  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0912
 FW0912                         *CURRENT SURVEY CONTROL
 FW0912  ___________________________________________________________________
 FW0912* NAD 83(1993)-  37 10 23.64323(N)    075 51 51.92467(W)     ADJUSTED  
 FW0912* NAVD 88     -                                                        
 FW0912  ___________________________________________________________________
 FW0912  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FW0912  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 FW0912
 FW0912  HORZ ORDER  -  THIRD
 FW0912
 FW0912.The horizontal coordinates were established by classical geodetic methods
 FW0912.and adjusted by the National Geodetic Survey in September 1995..
 FW0912
 FW0912
 FW0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0912
 FW0912.The geoid height was determined by GEOID03.
 FW0912
 FW0912;                    North         East     Units Scale Factor Converg.
 FW0912;SPC VA S     - 1,096,474.352 3,734,021.936   MT  0.99995112   +1 35 58.5
 FW0912;SPC VA S     - 3,597,349.60 12,250,703.64   sFT  0.99995112   +1 35 58.5
 FW0912;UTM  18      - 4,114,439.879   423,261.041   MT  0.99967254   -0 31 20.4
 FW0912
 FW0912                          SUPERSEDED SURVEY CONTROL
 FW0912
 FW0912  NAD 83(1986)-  37 10 23.64588(N)    075 51 51.96320(W) AD(       ) 4
 FW0912  NAD 27      -  37 10 23.13000(N)    075 51 53.21200(W) AD(       ) 3
 FW0912
 FW0912.Superseded values are not recommended for survey control.
 FW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0912.See file dsdata.txt to determine how the superseded data were derived.
 FW0912
 FW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2326114440(NAD 83)
 FW0912
 FW0912  HISTORY     - Date     Condition        Report By
 FW0912  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0912  HISTORY     - 1960     GOOD             CGS
 FW0912
 FW0912                          STATION DESCRIPTION
 FW0912
 FW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0912'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF THE COBB
 FW0912'ISLAND COAST GUARD LIFE SAVING STATION, ABOUT 4 MILES NORTHEAST
 FW0912'OF THE CAPE CHARLES LIGHTHOUSE AND AT THE SOUTH END OF BLACK
 FW0912'ROCK CHANNEL.
 FW0912'
 FW0912'THE POINT INTERSECTED IS THE CENTER OF THE CENTER ONE OF
 FW0912'THREE SHACKS.  THE STATION WAS NOT VISITED BY THIS PARTY.
 FW0912
 FW0912                          STATION RECOVERY (1960)
 FW0912
 FW0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0912'THE STATION WAS RECOVERED AS DESCRIBED BY W.E.R. IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0913 ***********************************************************************
 FW0913  DESIGNATION -  BLACK ROCK CHANNEL SOUTH SHACK
 FW0913  PID         -  FW0913
 FW0913  STATE/COUNTY-  VA/NORTHAMPTON
 FW0913  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0913
 FW0913                         *CURRENT SURVEY CONTROL
 FW0913  ___________________________________________________________________
 FW0913* NAD 83(1993)-  37 10 23.57573(N)    075 51 51.86018(W)     ADJUSTED  
 FW0913* NAVD 88     -                                                        
 FW0913  ___________________________________________________________________
 FW0913  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FW0913  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 FW0913
 FW0913  HORZ ORDER  -  THIRD
 FW0913
 FW0913.The horizontal coordinates were established by classical geodetic methods
 FW0913.and adjusted by the National Geodetic Survey in September 1995..
 FW0913
 FW0913
 FW0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0913
 FW0913.The geoid height was determined by GEOID03.
 FW0913
 FW0913;                    North         East     Units Scale Factor Converg.
 FW0913;SPC VA S     - 1,096,472.317 3,734,023.585   MT  0.99995112   +1 35 58.6
 FW0913;SPC VA S     - 3,597,342.93 12,250,709.05   sFT  0.99995112   +1 35 58.6
 FW0913;UTM  18      - 4,114,437.785   423,262.612   MT  0.99967254   -0 31 20.4
 FW0913
 FW0913                          SUPERSEDED SURVEY CONTROL
 FW0913
 FW0913  NAD 83(1986)-  37 10 23.57815(N)    075 51 51.89644(W) AD(       ) 4
 FW0913  NAD 27      -  37 10 23.06400(N)    075 51 53.16300(W) AD(       ) 3
 FW0913
 FW0913.Superseded values are not recommended for survey control.
 FW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0913.See file dsdata.txt to determine how the superseded data were derived.
 FW0913
 FW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2326314438(NAD 83)
 FW0913_MARKER: 85 = CHIMNEY
 FW0913
 FW0913  HISTORY     - Date     Condition        Report By
 FW0913  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW0913  HISTORY     - 1942     GOOD             CGS
 FW0913  HISTORY     - 1954     GOOD             CGS
 FW0913  HISTORY     - 1960     GOOD             CGS
 FW0913
 FW0913                          STATION DESCRIPTION
 FW0913
 FW0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0913'THE FOLLOWING FROM AN H. AND T. CARD FOR SCOTT CHIMNEY E.
 FW0913'GABLE 1942--THIS STATION IS LOCATED ABOUT 1 MILE E OF MAIN
 FW0913'SHIP SHOAL CHANNEL AND IS AT THE S END OF BLACK ROCK CHANNEL
 FW0913'ON THE E BANK.
 FW0913'
 FW0913'THE STATION IS THE CHIMNEY (LOCATED AT THE TOP OF THE E GABLE)
 FW0913'OF AN UNPAINTED SHACK WHICH IS BUILT ON STILTS.  OWNED BY
 FW0913'MR. SCOTT.
 FW0913'
 FW0913'THE RADIAL PLOT FOR QUAD.  T-8180 SHOWS THIS TO BE THE SAME AS
 FW0913'E. GABLE S. SHACK.
 FW0913
 FW0913                          STATION RECOVERY (1954)
 FW0913
 FW0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0913'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 FW0913'ADEQUATE AND COMPLETE.
 FW0913
 FW0913                          STATION RECOVERY (1960)
 FW0913
 FW0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0913'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1942 RECOVERY
 FW0913'NOTE BY W.D.P. IS ADEQUATE AND COMPLETE.
 FW0913'
 FW0913'THE MIDDLE OF THIS SHACK WAS LOCATED BY W.E.R. IN 1959.  THE
 FW0913'1959 STATION IS NAMED BLACK ROCK CHANNEL, SHACK 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1189 ***********************************************************************
 FW1189  DESIGNATION -  BLACK ROCK VFC 1933
 FW1189  PID         -  FW1189
 FW1189  STATE/COUNTY-  VA/ACCOMACK
 FW1189  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1189
 FW1189                         *CURRENT SURVEY CONTROL
 FW1189  ___________________________________________________________________
 FW1189* NAD 83(1993)-  37 35 49.13413(N)    075 38 30.10465(W)     ADJUSTED  
 FW1189* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1189  ___________________________________________________________________
 FW1189  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FW1189  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 FW1189
 FW1189  HORZ ORDER  -  THIRD
 FW1189
 FW1189.The horizontal coordinates were established by classical geodetic methods
 FW1189.and adjusted by the National Geodetic Survey in November 1994..
 FW1189
 FW1189.The orthometric height was scaled from a topographic map.
 FW1189
 FW1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1189
 FW1189.The geoid height was determined by GEOID03.
 FW1189
 FW1189;                    North         East     Units Scale Factor Converg.
 FW1189;SPC VA S     - 1,144,055.356 3,752,369.249   MT  0.99995340   +1 44 05.2
 FW1189;SPC VA S     - 3,753,454.95 12,310,898.11   sFT  0.99995340   +1 44 05.2
 FW1189;UTM  18      - 4,161,294.373   443,353.599   MT  0.99963952   -0 23 29.4
 FW1189
 FW1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1189!SPC VA S     -   1.00000565  x   0.99995340  =   0.99995905
 FW1189!UTM  18      -   1.00000565  x   0.99963952  =   0.99964517
 FW1189
 FW1189:                Primary Azimuth Mark                     Grid Az
 FW1189:SPC VA S     -  HAMMOCK VFC 1933                         339 39 20.5
 FW1189:UTM  18      -  HAMMOCK VFC 1933                         341 46 55.1
 FW1189
 FW1189|---------------------------------------------------------------------|
 FW1189| PID    Reference Object                     Distance      Geod. Az  |
 FW1189|                                                           dddmmss.s |
 FW1189| FW1196 HAMMOCK VFC 1933                    APPROX. 1.1 KM 3412325.7 |
 FW1189|---------------------------------------------------------------------|
 FW1189
 FW1189                          SUPERSEDED SURVEY CONTROL
 FW1189
 FW1189  NAD 83(1993)-  37 35 49.13264(N)    075 38 30.13481(W) AD(       ) 3
 FW1189  NAD 83(1986)-  37 35 49.13327(N)    075 38 30.14283(W) AD(       ) 3
 FW1189  NAD 27      -  37 35 48.65700(N)    075 38 31.39000(W) AD(       ) 3
 FW1189
 FW1189.Superseded values are not recommended for survey control.
 FW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1189.See file dsdata.txt to determine how the superseded data were derived.
 FW1189
 FW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4335461294(NAD 83)
 FW1189_MARKER: Z = SEE DESCRIPTION
 FW1189_SETTING: 0 = UNSPECIFIED SETTING
 FW1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1189
 FW1189  HISTORY     - Date     Condition        Report By
 FW1189  HISTORY     - 1934     MONUMENTED       VACF
 FW1189  HISTORY     - 1951     GOOD             CGS
 FW1189  HISTORY     - 1957     POOR             USGS
 FW1189  HISTORY     - 1958     GOOD             CGS
 FW1189  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FW1189  HISTORY     - 1962     POOR             CGS
 FW1189
 FW1189                          STATION DESCRIPTION
 FW1189
 FW1189'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934 (FER)
 FW1189'ON FAIRLY HARD MARSH E OF BLACK ROCK CHANNEL A SHORT DISTANCE
 FW1189'BELOW THE MOUTH OF A SMALL GUT RUNNING UP INTO THE MARSH.
 FW1189'MARKED IN THE USUAL MANNER BY A CONCRETE MARKER ABOUT LEVEL
 FW1189'WITH THE SURFACE OF THE MARSH.
 FW1189
 FW1189                          STATION RECOVERY (1951)
 FW1189
 FW1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 FW1189'STATION RECOVERED AND IN GOOD CONDITION.  IT IS LOCATED ON
 FW1189'THE E BANK OF HUMMOCKS CHANNEL S OF FINNEY CREEK LT. AND N
 FW1189'OF BLACK ROCK REACH LT.  A 15-FOOT TOWER IN WEATHER-BEATEN
 FW1189'CONDITION IS OVER STATION.  THE LIGHT IS NOT IN OPERATING ORDER.
 FW1189
 FW1189                          STATION RECOVERY (1957)
 FW1189
 FW1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FW1189'CONCRETE BLOCK HAS DISINTEGRATED.  REMNANTS OF STATION FOUND
 FW1189'UNDER REMAINS OF OLD TOWER.
 FW1189
 FW1189                          STATION RECOVERY (1958)
 FW1189
 FW1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1189'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARKED BY
 FW1189'A 1-INCH GALVANIZED PIPE THAT PROJECTS 10 INCHES ABOVE THE
 FW1189'GROUND.  THE STATION CAN BE LOCATED BY STAKES THAT FORMS A
 FW1189'TRIANGLE AROUND THE STATION.  THE DAY THE STATION WAS VISITED
 FW1189'THE MARSH ISLAND THE STATION IS LOCATED ON WAS UNDER ABOUT
 FW1189'8 INCHES OF WATER.
 FW1189
 FW1189                          STATION RECOVERY (1961)
 FW1189
 FW1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1189'THE STATION SITE WAS RECOVERED AS DESCRIBED IN BOOK 376, PAGE
 FW1189'35 BUT NO CONCRETE MARKER AS DESCRIBED WAS FOUND.  A BLOCK
 FW1189'OF BLACK MATERIAL, RESEMBLING ASPHALT, WAS FOUND ABOUT THREE
 FW1189'INCHES UNDER THE SURFACE OF THE MARSH AND THIS BLOCK OF MATERIAL
 FW1189'HAS A ONE INCH PIECE OF GALANIZED PIPE DRIVEN BY IT.
 FW1189'
 FW1189'THERE HAVE BEEN SIX 2 IN X 4 IN PIECES OF LUMBER DRIVEN AT THE
 FW1189'STATION SITE.  THREE WERE USED AS A STAND AND THREE WERE
 FW1189'USED AS AN INSTRUMENT TRIPOD.  THE ONES THAT WERE USED AS AN
 FW1189'INSTRUMENT TRIPOD HAVE ALL ROTTED AWAY EXCEPT THE PARTS
 FW1189'UNDER THE MARSHES SURFACE.
 FW1189'
 FW1189'WITH THE EXCEPTION OF THE LUMBER AND THE ONE INCH PIPE THERE
 FW1189'IS NOTHING PROJECTING ABOVE THE MARSH AT THIS POINT.
 FW1189'
 FW1189'THIS PARTY OCCUPIED THE CENTER OF THE ASPHALT BLOCK.
 FW1189
 FW1189                          STATION RECOVERY (1962)
 FW1189
 FW1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1189'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FW1189'EXCEPTIONS--
 FW1189'
 FW1189'THE STATION IS BY A 1-INCH IRON PIPE WHICH PROJECTS ABOUT
 FW1189'16 INCHES.  THE MONUMENT IS IN POOR CONDITION.  IT WAS EITHER
 FW1189'MADE WITH SALT WATER OR UNWASHED SAND AND IS VERY SOFT AND
 FW1189'BREAKING UP.  A COPPER ROD HAS BEEN DRIVEN INTO THE MARSH BY
 FW1189'THE STATION.
 FW1189'
 FW1189'THE STATION IS ABOUT 0.3 MILE NORTH-NORTHEAST OF A QUICK
 FW1189'FLASHING RED LIGHT, AND IS ABOUT 10 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3188 ***********************************************************************
 FX3188  DESIGNATION -  BLACK STACK
 FX3188  PID         -  FX3188
 FX3188  STATE/COUNTY-  VA/C OF NORFOLK
 FX3188  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3188
 FX3188                         *CURRENT SURVEY CONTROL
 FX3188  ___________________________________________________________________
 FX3188* NAD 83(1993)-  36 54 09.83977(N)    076 15 29.43055(W)     ADJUSTED  
 FX3188* NAVD 88     -                                                        
 FX3188  ___________________________________________________________________
 FX3188  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 FX3188  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX3188
 FX3188  HORZ ORDER  -  THIRD
 FX3188
 FX3188.The horizontal coordinates were established by classical geodetic methods
 FX3188.and adjusted by the National Geodetic Survey in September 1995..
 FX3188
 FX3188
 FX3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3188
 FX3188.The geoid height was determined by GEOID03.
 FX3188
 FX3188;                    North         East     Units Scale Factor Converg.
 FX3188;SPC VA S     - 1,065,560.986 3,699,779.313   MT  0.99997809   +1 21 38.2
 FX3188;SPC VA S     - 3,495,928.00 12,138,359.30   sFT  0.99997809   +1 21 38.2
 FX3188;UTM  18      - 4,084,821.418   387,907.552   MT  0.99975479   -0 45 20.0
 FX3188
 FX3188                          SUPERSEDED SURVEY CONTROL
 FX3188
 FX3188  NAD 83(1986)-  36 54 09.84577(N)    076 15 29.46636(W) AD(       ) 4
 FX3188  NAD 27      -  36 54 09.29300(N)    076 15 30.67600(W) AD(       ) 3
 FX3188
 FX3188.Superseded values are not recommended for survey control.
 FX3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3188.See file dsdata.txt to determine how the superseded data were derived.
 FX3188
 FX3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8790884821(NAD 83)
 FX3188_MARKER: 63 = STACK
 FX3188
 FX3188  HISTORY     - Date     Condition        Report By
 FX3188  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3188  HISTORY     - 1932     GOOD             CGS
 FX3188  HISTORY     - 1943     GOOD             CGS
 FX3188  HISTORY     - 1954     GOOD             AMS
 FX3188  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FX3188
 FX3188                          STATION DESCRIPTION
 FX3188
 FX3188'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RFA)
 FX3188'A TALL, BLACK, IRON STACK AT THE COCOA PLANT ABOUT 1-1/2 MILES
 FX3188'UP THE NORTHERN ARM OF THE NORTHERN SLOUGH OF THE LAFAYETTE
 FX3188'RIVER FROM THE GRANBY STREET BRIDGE.  THE VIRGINIAN RAILROAD
 FX3188'TRESTLE IS JUST TO THE N OF THIS STATION.
 FX3188'
 FX3188'STATION WAS NOT OCCUPIED AND WAS NOT MARKED.
 FX3188
 FX3188                          STATION RECOVERY (1932)
 FX3188
 FX3188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3188'STATION RECOVERED AS DESCRIBED.
 FX3188
 FX3188                          STATION RECOVERY (1943)
 FX3188
 FX3188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3188'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCY.
 FX3188'
 FX3188'THE COCOA PLANT IS NOW THE MONSANTO CHEMICAL CO. PLANT.
 FX3188'
 FX3188'THE STATION IS BEST REACHED BY TAKING GRANBY ST. AT NORFOLK,
 FX3188'GO N 1.3 MILES FROM THE N END OF THE GRANBY ST. BRIDGE ACROSS
 FX3188'LAFAYETTE RIVER, TURN RIGHT ON THOLE ST. AND FOLLOW ACROSS
 FX3188'RAILROAD TRACKS TO PAVED ROAD, TURN RIGHT ON PAVED ROAD AND GO
 FX3188'TO PLANT.  THE STATION CAN BE SEEN FROM THE RAILROAD CROSSING
 FX3188'ABOUT 900 FEET DISTANT.
 FX3188
 FX3188                          STATION RECOVERY (1954)
 FX3188
 FX3188'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3188'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3188
 FX3188                          STATION RECOVERY (1984)
 FX3188
 FX3188'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH)
 FX3188'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4120 ***********************************************************************
 GV4120  DESIGNATION -  BLACK TANK 1
 GV4120  PID         -  GV4120
 GV4120  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4120  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4120
 GV4120                         *CURRENT SURVEY CONTROL
 GV4120  ___________________________________________________________________
 GV4120* NAD 83(1993)-  37 00 31.17961(N)    076 26 36.80642(W)     ADJUSTED  
 GV4120* NAVD 88     -                                                        
 GV4120  ___________________________________________________________________
 GV4120  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 GV4120  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 GV4120
 GV4120  HORZ ORDER  -  THIRD
 GV4120
 GV4120.The horizontal coordinates were established by classical geodetic methods
 GV4120.and adjusted by the National Geodetic Survey in September 1995..
 GV4120
 GV4120
 GV4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4120
 GV4120.The geoid height was determined by GEOID03.
 GV4120
 GV4120;                    North         East     Units Scale Factor Converg.
 GV4120;SPC VA S     - 1,076,937.288 3,683,005.736   MT  0.99996490   +1 14 53.2
 GV4120;SPC VA S     - 3,533,251.75 12,083,327.99   sFT  0.99996490   +1 14 53.2
 GV4120;UTM  18      - 4,096,807.155   371,568.737   MT  0.99980320   -0 52 08.6
 GV4120
 GV4120                          SUPERSEDED SURVEY CONTROL
 GV4120
 GV4120  NAD 83(1986)-  37 00 31.18390(N)    076 26 36.84161(W) AD(       ) 4
 GV4120  NAD 27      -  37 00 30.65400(N)    076 26 38.03400(W) AD(       ) 3
 GV4120
 GV4120.Superseded values are not recommended for survey control.
 GV4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4120.See file dsdata.txt to determine how the superseded data were derived.
 GV4120
 GV4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7156996807(NAD 83)
 GV4120_MARKER: 53 = ELEVATED TANK
 GV4120
 GV4120  HISTORY     - Date     Condition        Report By
 GV4120  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV4120  HISTORY     - 1942     GOOD             CGS
 GV4120  HISTORY     - 1954     GOOD             AMS
 GV4120  HISTORY     - 1968     GOOD             CGS
 GV4120
 GV4120                          STATION DESCRIPTION
 GV4120
 GV4120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HCW)
 GV4120'THE FINIAL ON THE TOP OF A BLACK COLORED, ELEVATED WATER TANK
 GV4120'APPROXIMATELY 1-1/2 MILES NW OF NEWPORT NEWS, VIRGINIA.
 GV4120
 GV4120                          STATION RECOVERY (1942)
 GV4120
 GV4120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4120'FINIAL ON TOP OF A TALL ELEVATED BLACK TANK 0.7 MILE SE OF N
 GV4120'END OF JAMES RIVER BRIDGE.  A SIMILAR BLACK TANK (TANK NO. 3,
 GV4120'1932) 0.7 MILE SE OF THIS TANK.
 GV4120
 GV4120                          STATION RECOVERY (1954)
 GV4120
 GV4120'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV4120'A BLACK CYLINDRICAL TANK W OCTAGONAL PYRAMIDAL ROOF AND SQUARE
 GV4120'STANDPIPE, APEX IS POINT OBSERVED UPON.
 GV4120
 GV4120                          STATION RECOVERY (1968)
 GV4120
 GV4120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV4120'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  TANK IS 110
 GV4120'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3803 ***********************************************************************
 GV3803  DESIGNATION -  BLACK VFC 1931
 GV3803  PID         -  GV3803
 GV3803  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3803  USGS QUAD   -  LANCASTER (1968)
 GV3803
 GV3803                         *CURRENT SURVEY CONTROL
 GV3803  ___________________________________________________________________
 GV3803* NAD 83(1993)-  37 52 10.69594(N)    076 23 25.14590(W)     ADJUSTED  
 GV3803* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3803  ___________________________________________________________________
 GV3803  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 GV3803  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 GV3803
 GV3803  HORZ ORDER  -  THIRD
 GV3803
 GV3803.The horizontal coordinates were established by classical geodetic methods
 GV3803.and adjusted by the National Geodetic Survey in November 1994..
 GV3803
 GV3803.The orthometric height was scaled from a topographic map.
 GV3803
 GV3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3803
 GV3803.The geoid height was determined by GEOID03.
 GV3803
 GV3803;                    North         East     Units Scale Factor Converg.
 GV3803;SPC VA S     - 1,172,570.002 3,685,607.602   MT  0.99998373   +1 16 49.5
 GV3803;SPC VA S     - 3,847,006.75 12,091,864.27   sFT  0.99998373   +1 16 49.5
 GV3803;UTM  18      - 4,192,262.091   377,715.015   MT  0.99978418   -0 51 12.9
 GV3803
 GV3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3803!SPC VA S     -   1.00000526  x   0.99998373  =   0.99998899
 GV3803!UTM  18      -   1.00000526  x   0.99978418  =   0.99978944
 GV3803
 GV3803|---------------------------------------------------------------------|
 GV3803| PID    Reference Object                     Distance      Geod. Az  |
 GV3803|                                                           dddmmss.s |
 GV3803| GV3807 HOLLAND VFC 1931                    388.841 METERS 16147     |
 GV3803| GV3808 HOUSE VFC 1931                      APPROX. 0.7 KM 1981132.6 |
 GV3803| GV3809 ISLAND POINT VFC 1931               478.917 METERS 2534848.1 |
 GV3803| GV3806 COX VFC 1931                        APPROX. 0.5 KM 3000034.8 |
 GV3803|---------------------------------------------------------------------|
 GV3803
 GV3803                          SUPERSEDED SURVEY CONTROL
 GV3803
 GV3803  NAD 83(1993)-  37 52 10.70360(N)    076 23 25.15820(W) AD(       ) 3
 GV3803  NAD 83(1986)-  37 52 10.70146(N)    076 23 25.16759(W) AD(       ) 3
 GV3803  NAD 27      -  37 52 10.25200(N)    076 23 26.36200(W) AD(       ) 3
 GV3803
 GV3803.Superseded values are not recommended for survey control.
 GV3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3803.See file dsdata.txt to determine how the superseded data were derived.
 GV3803
 GV3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7771592262(NAD 83)
 GV3803
 GV3803  HISTORY     - Date     Condition        Report By
 GV3803  HISTORY     - 1931     MONUMENTED       VACF
 GV3803  HISTORY     - 1943     GOOD             CGS
 GV3803  HISTORY     - 1955     MARK NOT FOUND   CGS
 GV3803  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3803  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3803
 GV3803                          STATION DESCRIPTION
 GV3803
 GV3803'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3803'ON A SHARP POINT OF LAND FORMED BY THE GREAT WICOMICO RIVER AND
 GV3803'BLACKWELLS CREEK, AT THE BASE OF A BLUFF, ON THE SLOPE OF
 GV3803'WHICH IS A SCRUB OAK.
 GV3803
 GV3803                          STATION RECOVERY (1943)
 GV3803
 GV3803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3803'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3803'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT THAT THE
 GV3803'BLUFF IS COVERED WITH SCRUB PINE INSTEAD OF SCRUB OAK.
 GV3803
 GV3803                          STATION RECOVERY (1955)
 GV3803
 GV3803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3803'STATION NOT RECOVERED AFTER A THOROUGH SEARCH.  THE BLUFF,
 GV3803'WHERE THE STATION IS LOCATED, HAS CAVED IN, AND THE STATION
 GV3803'IS PROBABLY DEEPLY BURIED.
 GV3803
 GV3803                          STATION RECOVERY (1995)
 GV3803
 GV3803'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3803'MARK NOT FOUND.
 GV3803
 GV3803                          STATION RECOVERY (2002)
 GV3803
 GV3803'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0802 ***********************************************************************
 FW0802  DESIGNATION -  BLACK VFC 1933
 FW0802  PID         -  FW0802
 FW0802  STATE/COUNTY-  VA/ACCOMACK
 FW0802  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0802
 FW0802                         *CURRENT SURVEY CONTROL
 FW0802  ___________________________________________________________________
 FW0802* NAD 83(1993)-  37 56 21.30544(N)    075 22 56.26414(W)     ADJUSTED  
 FW0802* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0802  ___________________________________________________________________
 FW0802  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FW0802  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0802
 FW0802  HORZ ORDER  -  THIRD
 FW0802
 FW0802.The horizontal coordinates were established by classical geodetic methods
 FW0802.and adjusted by the National Geodetic Survey in November 1994..
 FW0802
 FW0802.The orthometric height was scaled from a topographic map.
 FW0802
 FW0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0802
 FW0802.The geoid height was determined by GEOID03.
 FW0802
 FW0802;                    North         East     Units Scale Factor Converg.
 FW0802;SPC VA S     - 1,182,747.705 3,774,010.232   MT  0.99999511   +1 53 32.0
 FW0802;SPC VA S     - 3,880,398.10 12,381,898.57   sFT  0.99999511   +1 53 32.0
 FW0802;UTM  18      - 4,199,143.787   466,407.738   MT  0.99961390   -0 14 06.2
 FW0802
 FW0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0802!SPC VA S     -   1.00000577  x   0.99999511  =   1.00000088
 FW0802!UTM  18      -   1.00000577  x   0.99961390  =   0.99961967
 FW0802
 FW0802:                Primary Azimuth Mark                     Grid Az
 FW0802:SPC VA S     -  KILLICK SHOAL LIGHTHOUSE                 024 40 54.8
 FW0802:UTM  18      -  KILLICK SHOAL LIGHTHOUSE                 026 48 33.0
 FW0802
 FW0802|---------------------------------------------------------------------|
 FW0802| PID    Reference Object                     Distance      Geod. Az  |
 FW0802|                                                           dddmmss.s |
 FW0802| FW0819 KILLICK SHOAL LIGHTHOUSE            APPROX. 0.9 KM 0263426.8 |
 FW0802|---------------------------------------------------------------------|
 FW0802
 FW0802                          SUPERSEDED SURVEY CONTROL
 FW0802
 FW0802  NAD 83(1993)-  37 56 21.30338(N)    075 22 56.26716(W) AD(       ) 3
 FW0802  NAD 83(1986)-  37 56 21.30086(N)    075 22 56.30020(W) AD(       ) 3
 FW0802  NAD 27      -  37 56 20.85361(N)    075 22 57.58984(W) AD(       ) 3
 FW0802
 FW0802.Superseded values are not recommended for survey control.
 FW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0802.See file dsdata.txt to determine how the superseded data were derived.
 FW0802
 FW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6640899144(NAD 83)
 FW0802_MARKER: Z = SEE DESCRIPTION
 FW0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0802+STABILITY: SURFACE MOTION
 FW0802
 FW0802  HISTORY     - Date     Condition        Report By
 FW0802  HISTORY     - 1933     MONUMENTED       VACF
 FW0802  HISTORY     - 1942     GOOD             CGS
 FW0802  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0802
 FW0802                          STATION DESCRIPTION
 FW0802
 FW0802'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0802'ON THE POINT OF MARSH W OF THE MOUTH OF BLACKS NARROWS INTO
 FW0802'CHINCOTEAGUE BAY ABOUT 20 YARDS FROM THE EDGE OF THE MARSH
 FW0802'INSHORE.  MARKED BY A CONCRETE MARKER EXTENDING A FEW INCHES
 FW0802'OUT OF THE SURFACE OF THE MARSH.
 FW0802'
 FW0802'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0802
 FW0802                          STATION RECOVERY (1942)
 FW0802
 FW0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0802'THE STATION IS LOCATED ON THE SW SHORE OF CHINCOTEAGUE BAY
 FW0802'ON A POINT OF MARSH W OF THE MOUTH OF BLACK NARROWS, ABOUT
 FW0802'280 METERS N OF THE W END OF THE BLACK NARROWS BRIDGE, 123.6
 FW0802'METERS N OF THE POINT OF MARSH ON BLACK NARROWS, 72.2 METERS NW
 FW0802'OF A POINT OF MARSH BETWEEN BLACK NARROWS AND CHINCOTEAGUE
 FW0802'BAY, 59.2 METERS SE OF A SMALL POINT OF MARSH, 9.1 METERS
 FW0802'SW OF THE SHORE LINE, AND 35 METERS W OF A POINT OF MARSH.
 FW0802'
 FW0802'THE STATION IS MARKED BY A HOLE IN THE CENTER OF THE TOP
 FW0802'OF A VIRGINIA COMMISSION OF FISHERIES STANDARD 8-INCH SQUARE
 FW0802'CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND.  THE
 FW0802'STATION IS IN GOOD CONDITION.
 FW0802
 FW0802                          STATION RECOVERY (1961)
 FW0802
 FW0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0802'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION
 FW0802'WAS NOT FOUND.  THE MARSH HAS ERODED BADLY AND IT IS BELIEVED
 FW0802'THE MARK HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4365 ***********************************************************************
 GV4365  DESIGNATION -  BLACK VFC 1936
 GV4365  PID         -  GV4365
 GV4365  STATE/COUNTY-  VA/MATHEWS
 GV4365  USGS QUAD   -  WARE NECK (1980)
 GV4365
 GV4365                         *CURRENT SURVEY CONTROL
 GV4365  ___________________________________________________________________
 GV4365* NAD 83(1993)-  37 25 32.32946(N)    076 24 36.79711(W)     ADJUSTED  
 GV4365* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4365  ___________________________________________________________________
 GV4365  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 GV4365  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV4365
 GV4365  HORZ ORDER  -  THIRD
 GV4365
 GV4365.The horizontal coordinates were established by classical geodetic methods
 GV4365.and adjusted by the National Geodetic Survey in September 1995..
 GV4365
 GV4365.The orthometric height was scaled from a topographic map.
 GV4365
 GV4365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4365
 GV4365.The geoid height was determined by GEOID03.
 GV4365
 GV4365;                    North         East     Units Scale Factor Converg.
 GV4365;SPC VA S     - 1,123,266.661 3,684,947.562   MT  0.99994591   +1 16 06.0
 GV4365;SPC VA S     - 3,685,250.70 12,089,698.79   sFT  0.99994591   +1 16 06.0
 GV4365;UTM  18      - 4,143,025.800   375,223.608   MT  0.99979178   -0 51 25.7
 GV4365
 GV4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4365!SPC VA S     -   1.00000550  x   0.99994591  =   0.99995141
 GV4365!UTM  18      -   1.00000550  x   0.99979178  =   0.99979728
 GV4365
 GV4365:                Primary Azimuth Mark                     Grid Az
 GV4365:SPC VA S     -  GREEN VFC 1936                           022 59 57.0
 GV4365:UTM  18      -  GREEN VFC 1936                           025 07 28.7
 GV4365
 GV4365|---------------------------------------------------------------------|
 GV4365| PID    Reference Object                     Distance      Geod. Az  |
 GV4365|                                                           dddmmss.s |
 GV4365| GV4375 GREEN VFC 1936                      406.791 METERS 0241603.0 |
 GV4365| GV4408 WEST VFC 1936                       APPROX. 0.8 KM 3525918.4 |
 GV4365|---------------------------------------------------------------------|
 GV4365
 GV4365                          SUPERSEDED SURVEY CONTROL
 GV4365
 GV4365  NAD 83(1993)-  37 25 32.33210(N)    076 24 36.79699(W) AD(       ) 3
 GV4365  NAD 83(1986)-  37 25 32.34108(N)    076 24 36.82493(W) AD(       ) 3
 GV4365  NAD 27      -  37 25 31.83900(N)    076 24 38.01200(W) AD(       ) 3
 GV4365
 GV4365.Superseded values are not recommended for survey control.
 GV4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4365.See file dsdata.txt to determine how the superseded data were derived.
 GV4365
 GV4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7522443026(NAD 83)
 GV4365_MARKER: U = CONCRETE POST
 GV4365_SETTING: 0 = UNSPECIFIED SETTING
 GV4365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4365
 GV4365  HISTORY     - Date     Condition        Report By
 GV4365  HISTORY     - 1936     MONUMENTED       VACF
 GV4365  HISTORY     - 1944     GOOD             CGS
 GV4365  HISTORY     - 1952     GOOD             CGS
 GV4365  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4365
 GV4365                          STATION DESCRIPTION
 GV4365
 GV4365'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4365'STATION IS LOCATED ON FAIRLY HIGH GROUND ON THE W SIDE OF
 GV4365'BLACKWATER RIVER, BELOW THE MOUTH OF THE FIRST CREEK TRIBUTARY
 GV4365'ON THAT SIDE.
 GV4365'
 GV4365'STATION IS MARKED BY A CONCRETE MARKER, ABOUT 5 YARDS FROM
 GV4365'HIGH WATER ON THE E, AND 10 YARDS FROM HIGH WATER TO THE N.
 GV4365
 GV4365                          STATION RECOVERY (1944)
 GV4365
 GV4365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4365'STATION RECOVERED IN FAIR CONDITION.  THE ORIGINAL DESCRIPTION
 GV4365'IS CORRECT AND ADEQUATE FOR PRESENT-DAY RECOVERY.  TRIPOD
 GV4365'STAKES AT STATION WILL AID IN RECOVERY FOR SEVERAL YEARS.
 GV4365'MARK IS 5 METERS INSHORE FROM HIGHWATER LINE.
 GV4365
 GV4365                          STATION RECOVERY (1952)
 GV4365
 GV4365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4365'STATION RECOVERED IN GOOD CONDITION WITH REMAINS OF AN OLD OBSERVING
 GV4365'STAND OVER THE MARK.  THE ORIGINAL 1936 DESCRIPTION USED WITH
 GV4365'THE 1944 RECOVERY NOTE IS CONSIDERED ADEQUATE FOR FUTURE
 GV4365'RECOVERY.
 GV4365
 GV4365                          STATION RECOVERY (2002)
 GV4365
 GV4365'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1503 ***********************************************************************
 GW1503  DESIGNATION -  BLACK WATER
 GW1503  PID         -  GW1503
 GW1503  STATE/COUNTY-  VA/FRANKLIN
 GW1503  USGS QUAD   -  REDWOOD (1982)
 GW1503
 GW1503                         *CURRENT SURVEY CONTROL
 GW1503  ___________________________________________________________________
 GW1503* NAD 83(1986)-  37 02 30.     (N)    079 52 13.     (W)     SCALED    
 GW1503* NAVD 88     -       309.06   (+/-2cm)    1014.0    (feet)  VERTCON   
 GW1503  ___________________________________________________________________
 GW1503  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW1503
 GW1503  VERT ORDER  -  ? (See Below)
 GW1503
 GW1503.The horizontal coordinates were scaled from a topographic map and have
 GW1503.an estimated accuracy of +/- 6 seconds.
 GW1503
 GW1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1503.The vertical order pertains to the NGVD 29 superseded value.
 GW1503
 GW1503.The geoid height was determined by GEOID03.
 GW1503
 GW1503;                    North         East    Units  Estimated Accuracy
 GW1503;SPC VA S     - 1,079,490.    3,378,110.      MT  (+/- 180 meters Scaled)
 GW1503
 GW1503                          SUPERSEDED SURVEY CONTROL
 GW1503
 GW1503  NGVD 29 (??/??/92)  309.256  (m)         1014.62   (f) ADJ UNCH    ?  
 GW1503
 GW1503.Superseded values are not recommended for survey control.
 GW1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1503.See file dsdata.txt to determine how the superseded data were derived.
 GW1503
 GW1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB004000(NAD 83)
 GW1503_MARKER: Q = CHISELED SQUARE
 GW1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1503_SP_SET: RETAINING WALL
 GW1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1503
 GW1503  HISTORY     - Date     Condition        Report By
 GW1503  HISTORY     - UNK      MONUMENTED       CGS
 GW1503  HISTORY     - 1934     GOOD             NGS
 GW1503  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW1503
 GW1503                          STATION DESCRIPTION
 GW1503
 GW1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1503'3.6 MI NE FROM ROCKYMOUNT.
 GW1503'ABOUT 3.6 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 GW1503'FROM THE STATION AT ROCKYMOUNT, FRANKLIN COUNTY, ABOUT 530 YARDS
 GW1503'SOUTH OF THE FLAG STATION AT BLAINE, AT BRIDGE 1824 OVER BLACK
 GW1503'WATER RIVER, AT THE NORTHEAST ABUTMENT, ON THE TOP OF THE NORTHWEST
 GW1503'END OF THE CONCRETE RETAINING WALL, ABOUT 2 YARDS NORTHWEST OF
 GW1503'THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE
 GW1503'BASE OF THE RAIL.  A CHISELED SQUARE.
 GW1503
 GW1503                          STATION RECOVERY (1963)
 GW1503
 GW1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2559 ***********************************************************************
 FZ2559  DESIGNATION -  BLACKBURN
 FZ2559  PID         -  FZ2559
 FZ2559  STATE/COUNTY-  VA/GRAYSON
 FZ2559  USGS QUAD   -  GRASSY CREEK (1978)
 FZ2559
 FZ2559                         *CURRENT SURVEY CONTROL
 FZ2559  ___________________________________________________________________
 FZ2559* NAD 83(1993)-  36 35 39.32818(N)    081 25 57.83020(W)     ADJUSTED  
 FZ2559* NAVD 88     -      1105.2    (meters)    3626.     (feet)  VERTCON   
 FZ2559  ___________________________________________________________________
 FZ2559  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 FZ2559  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ2559
 FZ2559  HORZ ORDER  -  SECOND
 FZ2559
 FZ2559.The horizontal coordinates were established by classical geodetic methods
 FZ2559.and adjusted by the National Geodetic Survey in September 1995..
 FZ2559
 FZ2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2559
 FZ2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2559
 FZ2559.The geoid height was determined by GEOID03.
 FZ2559
 FZ2559;                    North         East     Units Scale Factor Converg.
 FZ2559;SPC VA S     - 1,033,032.286 3,237,605.078   MT  1.00003576   -1 46 47.8
 FZ2559;SPC VA S     - 3,389,206.76 10,622,042.66   sFT  1.00003576   -1 46 47.8
 FZ2559;SPC NC       -   318,212.712   391,904.361   MT  1.00014745   -1 24 14.8
 FZ2559;SPC NC       - 1,044,002.87  1,285,772.89   sFT  1.00014745   -1 24 14.8
 FZ2559;UTM  17      - 4,049,950.749   461,293.611   MT  0.99961846   -0 15 28.7
 FZ2559
 FZ2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2559!SPC VA S     -   0.99983145  x   1.00003576  =   0.99986720
 FZ2559!SPC NC       -   0.99983145  x   1.00014745  =   0.99997888
 FZ2559!UTM  17      -   0.99983145  x   0.99961846  =   0.99944997
 FZ2559
 FZ2559                          SUPERSEDED SURVEY CONTROL
 FZ2559
 FZ2559  NAD 83(1986)-  36 35 39.33841(N)    081 25 57.82988(W) AD(       ) 2
 FZ2559  NGVD 29 (02/11/91) 1105.3    (m)         3626.     (f) VERT ANG       
 FZ2559
 FZ2559.Superseded values are not recommended for survey control.
 FZ2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2559.See file dsdata.txt to determine how the superseded data were derived.
 FZ2559
 FZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6129449951(NAD 83)
 FZ2559_MARKER: DE = TRAVERSE STATION DISK
 FZ2559_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2559_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2559+STABILITY: POSITION/ELEVATION WELL
 FZ2559
 FZ2559  HISTORY     - Date     Condition        Report By
 FZ2559  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2559
 FZ2559                          STATION DESCRIPTION
 FZ2559
 FZ2559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2559'THE STATION IS LOCATED 2.4 MILES WEST-NORTHWEST OF GRASSY CREEK AND
 FZ2559'5.3 MILES WEST OF MOUTH OF WILSON ON SUMMIT OF BLACKBURN KNOB.
 FZ2559'
 FZ2559'TO REACH THE STATION FROM THE N.C.-VA. STATE LINE ON NC/VA. HIGHWAY
 FZ2559'16 AT GRASSY CREEK, PROCEED NORTH ALONG VA 16 FOR 0.1 MILE TO
 FZ2559'CROSSROAD WITH VIRGINIA ROUTE 725, THENCE PROCEED NORTHWEST ALONG SR
 FZ2559'725 FOR 1.1 MILE TO SR 745 ON LEFT, THENCE WEST ALONG SR 745 FOR 1.85
 FZ2559'MILES TO SR 744 ON RIGHT, THENCE NORTH ALONG SR 744 FOR 1.2 MILES TO
 FZ2559'PRIVATE DRIVE ON RIGHT, THENCE ALONG DRIVE (BY BRICK HOME) NORTHEAST
 FZ2559'FOR 0.3 MILE TO BARN, THENCE SOUTHEAST THROUGH PASTURE FOR 0.2 MILE TO
 FZ2559'EAST END OF PASTURE, THENCE BY FOOT SOUTHEAST FOR APPROXIMATELY 700
 FZ2559'FEET TO SUMMIT OF BLACKBURN KNOB AND STATION DRILLED INTO ROCK OUTCROP
 FZ2559'
 FZ2559'STATION MARK IS A STANDARD DISK STAMPED---BLACKBURN 1979---SET FLUSH
 FZ2559'IN A DRILLED HOLE. THE MARK IS 248 (SLOPE) FEET EAST OF 36 INCH OAK
 FZ2559'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0342 ***********************************************************************
 GX0342  CBN         -  This is a Cooperative Base Network Control Station.
 GX0342  DESIGNATION -  BLACKS
 GX0342  PID         -  GX0342
 GX0342  STATE/COUNTY-  VA/MONTGOMERY
 GX0342  USGS QUAD   -  BLACKSBURG (1983)
 GX0342
 GX0342                         *CURRENT SURVEY CONTROL
 GX0342  ___________________________________________________________________
 GX0342* NAD 83(1993)-  37 13 29.52129(N)    080 23 43.22552(W)     ADJUSTED  
 GX0342* NAVD 88     -       711.561  (meters)    2334.51   (feet)  ADJUSTED  
 GX0342  ___________________________________________________________________
 GX0342  X           -     848,506.325 (meters)                     COMP
 GX0342  Y           -  -5,014,190.693 (meters)                     COMP
 GX0342  Z           -   3,837,705.273 (meters)                     COMP
 GX0342  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 GX0342  ELLIP HEIGHT-         679.63  (meters)          (04/23/01) GPS OBS
 GX0342  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX0342  DYNAMIC HT  -         710.933 (meters)    2332.45  (feet)  COMP
 GX0342  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GX0342
 GX0342  HORZ ORDER  -  B
 GX0342  VERT ORDER  -  SECOND    CLASS 0
 GX0342  ELLP ORDER  -  FOURTH    CLASS I
 GX0342
 GX0342.The horizontal coordinates were established by GPS observations
 GX0342.and adjusted by the National Geodetic Survey in June 1994..
 GX0342
 GX0342.The orthometric height was determined by differential leveling
 GX0342.and adjusted by the National Geodetic Survey in June 1991..
 GX0342
 GX0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX0342
 GX0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0342
 GX0342.The ellipsoidal height was determined by GPS observations
 GX0342.and is referenced to NAD 83.
 GX0342
 GX0342.The geoid height was determined by GEOID03.
 GX0342
 GX0342.The dynamic height is computed by dividing the NAVD 88
 GX0342.geopotential number by the normal gravity value computed on the
 GX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0342.degrees latitude (g = 980.6199 gals.).
 GX0342
 GX0342.The modeled gravity was interpolated from observed gravity values.
 GX0342
 GX0342;                    North         East     Units Scale Factor Converg.
 GX0342;SPC VA S     - 1,100,625.819 3,331,810.656   MT  0.99994848   -1 09 01.2
 GX0342;SPC VA S     - 3,610,969.87 10,931,115.46   sFT  0.99994848   -1 09 01.2
 GX0342;UTM  17      - 4,119,989.307   553,641.655   MT  0.99963544   +0 21 56.9
 GX0342
 GX0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0342!SPC VA S     -   0.99989336  x   0.99994848  =   0.99984184
 GX0342!UTM  17      -   0.99989336  x   0.99963544  =   0.99952884
 GX0342
 GX0342|---------------------------------------------------------------------|
 GX0342| PID    Reference Object                     Distance      Geod. Az  |
 GX0342|                                                           dddmmss.s |
 GX0342| GX0341 BLACKS RM 1                          17.462 METERS 15340     |
 GX0342| GX0336 BLACKS AZ MK                        APPROX. 3.8 KM 1911929.6 |
 GX0342| GX3304 AIRWAY BEACON 37 BLACKSBURG MT      APPROX. 6.3 KM 2303949.3 |
 GX0342| GX3306 BLACKSBURG VPI POWER PLANT STK      APPROX. 2.4 KM 2892016.4 |
 GX0342| GX3305 BLACKSBURG BAPTIST CH SPIRE         APPROX. 2.1 KM 2945515.1 |
 GX0342|---------------------------------------------------------------------|
 GX0342
 GX0342                          SUPERSEDED SURVEY CONTROL
 GX0342
 GX0342  ELLIP H (06/29/94)  679.71   (m)                       GP(       ) 4 1
 GX0342  NAD 83(1993)-  37 13 29.52153(N)    080 23 43.22547(W) AD(       ) B
 GX0342  ELLIP H (04/04/94)  679.70   (m)                       GP(       ) 4 1
 GX0342  NAD 83(1986)-  37 13 29.52563(N)    080 23 43.22866(W) AD(       ) 2
 GX0342  NAD 27      -  37 13 29.05907(N)    080 23 44.05896(W) AD(       ) 2
 GX0342  NAVD 88 (04/04/94)  711.56   (m)         2334.5    (f) LEVELING    3  
 GX0342  NGVD 29 (??/??/92)  711.675  (m)         2334.89   (f) ADJ UNCH    2 0
 GX0342
 GX0342.Superseded values are not recommended for survey control.
 GX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0342.See file dsdata.txt to determine how the superseded data were derived.
 GX0342
 GX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5364219989(NAD 83)
 GX0342_MARKER: DE = TRAVERSE STATION DISK
 GX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0342_SP_SET: NGS
 GX0342_STAMPING: BLACKS 1964
 GX0342_MARK LOGO: CGS   
 GX0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0342+STABILITY: SURFACE MOTION
 GX0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX0342+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 GX0342
 GX0342  HISTORY     - Date     Condition        Report By
 GX0342  HISTORY     - 1964     MONUMENTED       CGS
 GX0342  HISTORY     - 1964     GOOD             CGS
 GX0342  HISTORY     - 1987     GOOD             NGS
 GX0342  HISTORY     - 19880427 GOOD
 GX0342  HISTORY     - 19930621 GOOD             NGS
 GX0342  HISTORY     - 19950607 SEE DESCRIPTION  NGS
 GX0342  HISTORY     - 19981124 GOOD             NGS
 GX0342  HISTORY     - 20000205 GOOD             NGS
 GX0342  HISTORY     - 20000223 GOOD             VADHT
 GX0342
 GX0342                          STATION DESCRIPTION
 GX0342
 GX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX0342'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 GX0342'BUSINESS SECTION OF BLACKSBURG ON THE BLACKSBURG COUNTRY
 GX0342'CLUB GOLF COURSE BETWEEN THE NO. 2 GREEN AND THE NO. 3 TEE.
 GX0342'
 GX0342'TO REACH THE STATION FROM THE POST OFFICE IN BLACKSBURG,
 GX0342'GO SOUTHEAST ON U.S. HIGHWAY 460 FOR 0.8 MILE TO A SIDE STREET
 GX0342'ON THE LEFT, SUNSET BLVD., TURN LEFT AND GO 0.3 MILE TO A
 GX0342'T-ROAD, TURN LEFT AND FOLLOW THE PAVED ROAD FOR 0.5 MILE TO
 GX0342'THE CLUB HOUSE ON THE RIGHT, KEEP LEFT AROUND THE SWIMMING
 GX0342'POOL ON A TRACK ROAD AND GO 0.05 MILE TO A FORK, KEEP RIGHT
 GX0342'UP HILL FOR ABOUT 200 FEET PASSING TO THE RIGHT OF NO. 3 TEE
 GX0342'AND THE STATION ON THE RIGHT.
 GX0342'
 GX0342'THE STATION MARK IS 174 FEET WEST-SOUTHWEST OF A POWER LINE
 GX0342'POLE, 107 FEET WEST OF THE NORTH CORNER OF TEE NO. 3, 64.4 FEET
 GX0342'SOUTH OF A WATER SPIGOT, 50 FEET NORTHWEST OF THE APPROXIMATE
 GX0342'CENTER OF THE TRACK ROAD AND AT GREEN NO. 2.  IT IS A STANDARD
 GX0342'TRAVERSE DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT AND IS
 GX0342'STAMPED BLACKS 1964.
 GX0342'
 GX0342'REFERENCE MARK NO. 1 IS 51 FEET WEST OF THE WEST CORNER OF TEE
 GX0342'NO. 3, 7 FEET NORTHWEST OF A 4-INCH PINE TREE, 7 FEET SOUTHEAST
 GX0342'OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 1 FOOT LOWER
 GX0342'THAN STATION MARK.  IT IS A STANDARD DISK SET IN A FLUSH
 GX0342'SQUARE CONCRETE MONUMENT AND IS STAMPED BLACKS NO 1 1964.
 GX0342'
 GX0342'THE AZIMUTH MARK IS 71 FEET EAST OF THE APPROXIMATE CENTER
 GX0342'OF U.S. HIGHWAY 460, 19 FEET SOUTHEAST OF TELEPHONE POLE NO.
 GX0342'176, 4.6 FEET NORTHEAST OF A METAL WITNESS SIGN AND
 GX0342'APPROXIMATELY 20 FEET HIGHER THAN THE HIGHWAY SURFACE.  IT IS
 GX0342'A STANDARD DISK SET IN A CONCRETE MONUMENT PROJECTING 3 INCHES
 GX0342'AND IS STAMPED BLACKS 1964.
 GX0342'
 GX0342'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BLACKSBURG,
 GX0342'GO SOUTHEAST ON U.S. HIGHWAY 460 FOR 2.8 MILES TO COUNTY ROAD
 GX0342'643 ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.05 MILE TO THE
 GX0342'AZIMUTH MARK ON THE LEFT.
 GX0342'
 GX0342'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GX0342
 GX0342                          STATION RECOVERY (1964)
 GX0342
 GX0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GX0342'AT BLACKSBURG.
 GX0342'AT BLACKSBURG, SET IN THE TOP OF A CONCRETE POST, FLUSH ON THE
 GX0342'BLACKSBURG COUNTRY CLUB GOLF COURSE BETWEEN THE NO. 2 GREEN AND
 GX0342'THE NO. 3 TEE, 174 FEET WEST OF A POWER LINE POLE, 107 FEET WEST
 GX0342'OF THE CORNER OF TEE NO 3, 64.4 FEET SOUTH OF A WATER SPIGOT, 50
 GX0342'FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND AT
 GX0342'GREEN NO 2 AND IS ON THE HIGHEST PART OF THE GOLF COURSE.
 GX0342
 GX0342                          STATION RECOVERY (1987)
 GX0342
 GX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 GX0342'THE STATION WAS RECOVERED AT THIS DATE.
 GX0342'OTHER MARKS NOT SEARCHED FOR.
 GX0342'
 GX0342'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GX0342'NORTH OF DOWNTOWN BLACKSBURG, ON HIGH GROUND AT THE MUNICIPAL GOLF
 GX0342'COURSE.
 GX0342'OWNERSHIP--BLACKSBURG PARKS AND RECREATION DEPARTMENT, C/O BILL
 GX0342'WINFREY, BLACKSBURG, VA 24060. PHONE (703) 961-1137. GOLF COURSE
 GX0342'MANAGER IS PAUL HYPES AT THE SAME NUMBER.
 GX0342'
 GX0342'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN DOWNTOWN
 GX0342'BLACKSBURG, GO SOUTH FOR 0.8 KM (0.5 MI) ON US HIGHWAY 460 BUSINESS
 GX0342'TO A CROSS STREET AT A STOP LIGHT.
 GX0342'TURN LEFT AND GO NORTHEAST FOR 1.1 KM (0.7 MI) ON GRAVES AVENUE TO
 GX0342'THE ROADS END AT THE GOLF COURSE PARKING LOT.  KEEP FAR RIGHT,
 GX0342'SOUTHERLY, FOR 60 METERS (200 FT) ON A PAVED LANE TO A MACADAM
 GX0342'SIDEWALK ON THE RIGHT AT THE BUILDING.
 GX0342'TURN RIGHT AND GO SOUTH FOR 60 METERS (200 FT) ON THE SIDEWALK TO
 GX0342'THE CORNER OF THE CLUBHOUSE.
 GX0342'TURN LEFT AND GO EAST FOR 55 METERS (185 FT) ON THE
 GX0342'SIDEWALK, UPGRADE, TO THE CURVE TO THE RIGHT JUST BEFORE THE END OF
 GX0342'THE SIDEWALK.  BEAR SLIGHT LEFT, SOUTHEAST, UPHILL, FOR 75 METERS
 GX0342'(245 FT) ON A DIM GOLF CART PATH AROUND THE LEFT SIDE OF A TEE TO
 GX0342'THE HIGH GROUND AND THE STATION ON THE EAST SIDE OF THE SECOND
 GX0342'GREEN.
 GX0342'
 GX0342'THE STATION IS A STANDARD CGS DISK
 GX0342'STAMPED---BLACKS 1964---,
 GX0342'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GX0342'30 CM ON SIDE RECESSED 1 CM BELOW GROUND.  LOCATED
 GX0342'23.4 METERS (76.8 FT) WEST-NORTHWEST FROM A METAL PIPE SUPPORTING A
 GX0342'TRASH CAN,
 GX0342'19.6 METERS (64.3 FT) SOUTH FROM AN ELEVATED WATER SPIGOT,
 GX0342'19.5 METERS (64.0 FT) NORTH-NORTHWEST FROM A 40 CM PINE TREE, AND
 GX0342'5.6 METERS (18.4 FT) EAST FROM THE EAST EDGE OF THE GREEN.
 GX0342'
 GX0342'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 GX0342
 GX0342                          STATION RECOVERY (1988)
 GX0342
 GX0342'RECOVERED 1988
 GX0342'RECOVERED IN GOOD CONDITION.
 GX0342
 GX0342                          STATION RECOVERY (1993)
 GX0342
 GX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GX0342'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) WEST OF ROANOKE, 30.0
 GX0342'KM (18.65 MI) NORTHWEST OF RADFORD AND IN THE CITY OF BLACKSBURG.
 GX0342'OWNERSHIP--BLACKSBURG PARKS AND RECREATION DEPARTMENT, BLACKSBURG VA.
 GX0342'24060,  C/O BILL WINFREY, PHONE (703) 961-1137. GOLF COURSE MANAGER
 GX0342'IS PAUL HYPES AT THE SAME NUMBER.
 GX0342'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN BLACKBURG, GO
 GX0342'SOUTH ON U.S. HIGHWAY 460 BUSINESS ROUTE FOR 0.83 KM (0.50 MI) TO A
 GX0342'CROSS STREET AT A STOP LIGHT, TURN LEFT, NORTHEAST ON GRAVES AVENUE
 GX0342'FOR 1.09 KM (0.65 MI) TO THE ROAD END AT GOLF COURSE PARKING LOT,
 GX0342'KEEP FAR RIGHT, SOUTHERLY ON PAVED LANE FOR 60 M (196.8 FT) TO A
 GX0342'MACADAM SIDEWALK ON THE RIGHT AT BUILDING, TURN RIGHT, SOUTH ON
 GX0342'SIDEWALK FOR 6O M TO CORNER OF CLUBHOUSE, TURN LEFT, EAST, ON
 GX0342'SIDEWALK, UPGRADE FOR 55 M (180.4 FT) TO CURVE RIGHT JUST BEFORE END
 GX0342'OF SIDEWALK, BEAR SLIGHT LEFT, SOUTHEAST, UPHILL, AROUND LEFT SIDE OF
 GX0342'TEE, ON DIM LANE FOR 75 M (246.1 FT) TO HIGH GROUND AND STATION ON
 GX0342'EAST SIDE OF THE SECOND GREEN.
 GX0342'STATION IS RECESSED 1 CM BELOW GROUND LEVEL.  LOCATED 23.4 M
 GX0342'(76.8 FT) WEST-NORTHWEST OF A METAL PIPE SUPPORTING A TRASH CAN, 19.6
 GX0342'M (64.3 FT) SOUTH OF A ELEVATED WATER SPIGOT, 19.5 M (64.0 FT)
 GX0342'NORTH-NORTHWEST OF A 40 CM PINE TREE AND 5.6 M (18.4 FT) EAST OF THE
 GX0342'EAST EDGE OF THE GREEN.
 GX0342'NOTE--6/22/93--CALL IN ADVANCE, PARK TO THE NORTH AND DOWNHILL FROM
 GX0342'THE STATION AS REQUESTED BY MR. HYPES.
 GX0342
 GX0342                          STATION RECOVERY (1995)
 GX0342
 GX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSS)
 GX0342'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) WEST OF ROANOKE, 30.0
 GX0342'KM (18.65 MI) NORTHWEST OF RADFORD AND IN THE CITY OF BLACKSBURG.
 GX0342'OWNEERSHIP--BLACKSBURG PARKS AND RECREATION DEPARTMENT, BLACKSBURG,
 GX0342'VA.  24060, C/O BILL WINFREY, PHONE (703) 961-1137.  GOLF COURSE
 GX0342'MANAGER IS PAUL HYPES AAT THE SAME NUMBER.  TO REACH THE STATION FROM
 GX0342'THE MUNICIPAL BUILDING IN BLACKSBURG, GO SOUTH ON U.S.  HIGHWAY 460
 GX0342'BUSINESS ROUTE FOR 0.83 KM (0.50 MI) TO A CROSS STREET AT A STOP
 GX0342'LIGHT, TURN LEFT, NORTHEAST ON GRAVES AVENUE FOR 1.09 KM (0.65 MI)
 GX0342'(0.65) TO THE ROAD END AT GOLF COURSE PARKING LOT, KEEP FAAAR RIGHT,
 GX0342'SOUTHERLY ON PAVED LANE FOR 60 M (196.8 FT) TO A MACADAM SIDEWALK ON
 GX0342'THE RIGHT AT BUILDING, TURN RIGHT, SOUTH ON SIDEWALK FOR 60 M (196.8
 GX0342'FT) TO CORNER OF CLUBHOUSE, TURN LEFT, EAST, ON SIDEWALK, UPGRADE FOR
 GX0342'55 M (180.4 FT) TO CURVE RIGHT JUST BEFORE END OF SIDEWALK, BEAR
 GX0342'SLIGHT LEFT, SOUTHEAST UPHILL, AROUND LEFT SIDE OF TEE, ON DIM LANE
 GX0342'FOR 75 M (246.1 FT) TO HIGH GROUND AND STATION ON EAST OF THE SECOND
 GX0342'GREEN.  STATION IS RECESSED 1 CM BELOW GROUND LEVEL.  19.6 M (64.3 FT)
 GX0342'SOUTH OF AN ELEVATED WATER SPIGOT AND 5.6 M (18.4 FT) EAST OF THE EAST
 GX0342'EDGE OF THE GREEN.  NOTE--6/22/93--CALL IN ADVANCE, PARK TO THE NORTH
 GX0342'AND DOWNHILL FROM THE STATION AS REQUESTED BY MR.  HYPES.
 GX0342
 GX0342                          STATION RECOVERY (1998)
 GX0342
 GX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 GX0342'THE STATION IS LOCATED IN THE CITY OF BLACKSBURG AT THE BLACKSBURG
 GX0342'MUNICIPAL GOLF COURSE.  JUST SOUTH-SOUTHWEST OF THE CLUBHOUSE SWIMMING
 GX0342'POOL, AND JUST SOUTHEAST OF GREEN NUMBER 2. OWNERSHIP--BLACKSBURG
 GX0342'PARKS AND RECREATION DEPARTMENT, BLACKSBURG, VA.  24060.  C/O MANAGER
 GX0342'BOB CLARK-PRO SHOP OR BOB THOMPSON-MAINTENANCE SHOP, PHONE
 GX0342'540-961-1137.  --NOTE--CONTACT GOLF COURSE MANAGER (24-HOURS IN
 GX0342'ADVANCE) BEFORE USING STATION.  TO REACH THE STATION FROM THE JUNCTION
 GX0342'OF U.S.  HIGHWAYS 460 AND BUSINESS ROUTE 460 NEAR THE SOUTH EDGE OF
 GX0342'BLACKSBURG, GO NORTHERLY, FOR 3.94 KM (2.45 MI) ON BUSINESS 460 (SOUTH
 GX0342'MAIN STREET) TO A TRAFFIC LIGHT AT THE INTERSECTION OF SOUTH MAIN
 GX0342'STREET AND GRAVES AVENUE.  TURN RIGHT, NORTHEAST, FOR 1.09 KM (0.65
 GX0342'MI) ON THE AVENUE TO THE ROADS END AT THE GOLF COURSE PARKING LOT.
 GX0342'CONTINUE EAST-SOUTHEAST FOR 0.16 KM (0.10 MI) PASSED CLUBHOUSE ON
 GX0342'RIGHT AND PASSED THE SOUTHEAST CORNER OF THE PARKING LOT AND ALONG A
 GX0342'TRACK ROAD TO THE SOUTHEAST END OF A GREEN METAL MAINTENANCE BUILDING
 GX0342'ON THE RIGHT AND THE STATION ON THE RIGHT, UP THE HILL NEXT TO THE
 GX0342'GREEN.  STATION IS 66.9 M (219.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 GX0342'OF THE METAL MAINTENANCE GARAGE BUILDING, 50.9 M (167.0 FT)
 GX0342'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A CHAIN-LINK FENCE AROUND THE
 GX0342'SWIMMING POOL, 17.4 M (57.1 FT) WEST OF THE V INTERSECTION OF PAVED
 GX0342'GOLF-CART PATHS, 6.0 M (19.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 GX0342'GREEN NUMBER 2, AND THE MONUMENT IS ABOUT 0.3 M (1.0 FT) BELOW THE
 GX0342'GREEN LEVEL AND RECESSED ABOUT 1-CM BELOW THE GROUND SURFACE.
 GX0342
 GX0342                          STATION RECOVERY (2000)
 GX0342
 GX0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 GX0342'THE STATION IS LOCATED IN THE CITY OF BLACKSBURG ON THE EAST SIDE OF
 GX0342'THE SECOND GREEN OF THE MUNICIPAL GOLF COURSE.  OWNERSHIP--CITY OF
 GX0342'BLACKSBURG.  NOTE--CONTACT MR.  DEAN CRANE (MAINTENANCE MANAGER) ONE
 GX0342'DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE (540) 961-1132 OR
 GX0342'MR.  BOBBY THOMPSON (GOLF COURSE MANAGER) PHONE (540) 961-1136.  TO
 GX0342'REACH THE STATION FROM THE JUNCTION OF SOUTH MAIN STREET (BUSINESS
 GX0342'ROUTE 460) AND ROANOKE STREET LOCATED 0.08 KM (0.05 MI) SOUTH OF THE
 GX0342'POST OFFICE IN THE CENTER OF BLACKSBURG, GO SOUTH ON SOUTH MAIN STREET
 GX0342'FOR 1.22 KM (0.75 MI) TO THE JUNCTION OF GRAVES STREET (AT A TRAFFIC
 GX0342'LIGHT) , TURN LEFT, NORTHEAST ON GRAVES STREET FOR 1.09 KM (0.65 MI)
 GX0342'TO THE ROADS END AT THE ENTRANCE TO THE GOLF COURSE PARKING LOT, TURN
 GX0342'RIGHT, SOUTH INTO THE PARKING LOT AND GO ABOUT 0.08 KM (0.05 MI) TO
 GX0342'THE NORTH END OF THE PARKING LOT AND THE ENTRANCE ROAD TO THE
 GX0342'MAINTENANCE SHOP, CONTINUE AHEAD SOUTHERLY TO THE ROAD FOR 0.80 KM
 GX0342'(0.50 MI) TO THE NORTHWEST CORNER OF THE MAINTENANCE BUILDING.  FROM
 GX0342'THIS POINT PACK UPHILL SOUTHWESTERLY FOR ABOUT 76.2 M (250.0 FT) TO
 GX0342'THE TOP OF THE HILL TO THE EAST SIDE OF THE SECOND GREEN AND THE
 GX0342'STATION.  THE STATION IS AN NGS TRAVERSE STATION DISK SET IN THE TOP
 GX0342'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0
 GX0342'FT) BELOW THE LEVEL OF THE GREEN, LOCATED 22.0 M (72.2 FT) NORTHWEST
 GX0342'OF THE NORTHWEST CORNER A SMALL WOOD FRAME FENCE AROUND A TRASH CAN
 GX0342'WITH A BALL WASHER MOUNTED TO ITS NORTHWEST CORNER, 19.51 M (64.01 FT)
 GX0342'NORTHWEST OF A SIGN (PLEASE STAY ON CART PATH UNTIL EVEN WITH YOUR
 GX0342'BALL) , 19.6 M (64.3 FT) SOUTH OF AN ELEVATED WATER SPIGOT AND 5.6 M
 GX0342'(18.4 FT) EAST OF THE EAST EDGE OF THE GREEN.
 GX0342
 GX0342                          STATION RECOVERY (2000)
 GX0342
 GX0342'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2000 (RCW)
 GX0342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2251 ***********************************************************************
 GW2251  DESIGNATION -  BLACKS 1957
 GW2251  PID         -  GW2251
 GW2251  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2251  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW2251
 GW2251                         *CURRENT SURVEY CONTROL
 GW2251  ___________________________________________________________________
 GW2251* NAD 83(1993)-  37 47 00.60795(N)    079 37 56.34874(W)     ADJUSTED  
 GW2251* NAVD 88     -       549.6    (meters)    1803.     (feet)  VERTCON   
 GW2251  ___________________________________________________________________
 GW2251  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 GW2251  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2251
 GW2251  HORZ ORDER  -  SECOND
 GW2251
 GW2251.The horizontal coordinates were established by classical geodetic methods
 GW2251.and adjusted by the National Geodetic Survey in November 1994..
 GW2251
 GW2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2251
 GW2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2251
 GW2251.The geoid height was determined by GEOID03.
 GW2251
 GW2251;                    North         East     Units Scale Factor Converg.
 GW2251;SPC VA S     - 1,161,533.912 3,400,259.173   MT  0.99997170   -0 41 14.0
 GW2251;SPC VA S     - 3,810,799.18 11,155,683.64   sFT  0.99997170   -0 41 14.0
 GW2251;UTM  17      - 4,182,675.349   620,433.763   MT  0.99977865   +0 50 17.0
 GW2251
 GW2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2251!SPC VA S     -   0.99991880  x   0.99997170  =   0.99989050
 GW2251!UTM  17      -   0.99991880  x   0.99977865  =   0.99969747
 GW2251
 GW2251:                Primary Azimuth Mark                     Grid Az
 GW2251:SPC VA S     -  GAP                                      247 39 14.0
 GW2251:UTM  17      -  GAP                                      246 07 43.0
 GW2251
 GW2251|---------------------------------------------------------------------|
 GW2251| PID    Reference Object                     Distance      Geod. Az  |
 GW2251|                                                           dddmmss.s |
 GW2251| GW2252 GAP                                 APPROX. 3.3 KM 2465800.0 |
 GW2251| GW2255 NORTH MTN VA GAS CO MICROWAVE       APPROX. 4.1 KM 3581905.7 |
 GW2251|---------------------------------------------------------------------|
 GW2251
 GW2251                          SUPERSEDED SURVEY CONTROL
 GW2251
 GW2251  NAD 83(1986)-  37 47 00.60639(N)    079 37 56.36307(W) AD(       ) 2
 GW2251  NAD 27      -  37 47 00.13400(N)    079 37 57.20270(W) AD(       ) 2
 GW2251  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 GW2251
 GW2251.Superseded values are not recommended for survey control.
 GW2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2251.See file dsdata.txt to determine how the superseded data were derived.
 GW2251
 GW2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2043482675(NAD 83)
 GW2251_MARKER: DS = TRIANGULATION STATION DISK
 GW2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2251+STABILITY: SURFACE MOTION
 GW2251
 GW2251  HISTORY     - Date     Condition        Report By
 GW2251  HISTORY     - 1957     MONUMENTED       CGS
 GW2251
 GW2251                          STATION DESCRIPTION
 GW2251
 GW2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2251'STATION IS LOCATED ABOUT 10.0 MILES EAST OF LEXINGTON, 2.5
 GW2251'MILES WEST OF COLLIERSTOWN, 0.25 MILE EAST OF BLACKS CREEK
 GW2251'AND ON A PARTLY TIMBERED HILL ON THE PROPERTY OF MRS. E.E.
 GW2251'GIRE.
 GW2251'
 GW2251'STATION, STAMPED BLACKS 1957 SET FLUSH WITH THE SURFACE
 GW2251'OF THE GROUND, IS 7 FEET NORTH OF THE FENCE, 7 FEET NORTH
 GW2251'OF A SHEET METAL WITNESS POST, 62 FEET EAST OF A TRIANGULAR
 GW2251'BLAZED OAK TREE AND 63 FEET EAST OF A T FENCE CORNER POST.
 GW2251'
 GW2251'TO REACH THE STATION FROM THE BRIDGE ACROSS COLLIERS CREEK
 GW2251'IN COLLIERSTOWN, GO WEST-SOUTHWEST ON SURFACED ROAD FOR
 GW2251'2.15 MILES TO A GATE ON THE LEFT JUST BEFORE REACHING A
 GW2251'HOUSE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND
 GW2251'GO SOUTHERLY ON TRACK ROAD FOR 0.4 MILE TO A GATE AT THE
 GW2251'SOUTHWEST CORNER OF THE BARN.  PASS THROUGH THE GATE AND
 GW2251'GO WESTERLY THROUGH OPEN FIELD FOR 0.2 MILE TO A POLE GATE
 GW2251'AT THE TOP OF THE HILL.  PASS THROUGH THE POLE GATE AND
 GW2251'GO SOUTHWEST FOR 0.1 MILE TO THE SOUTHWEST CORNER OF THE
 GW2251'FIELD AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0336 ***********************************************************************
 GX0336  DESIGNATION -  BLACKS AZ MK
 GX0336  PID         -  GX0336
 GX0336  STATE/COUNTY-  VA/MONTGOMERY
 GX0336  USGS QUAD   -  BLACKSBURG (1983)
 GX0336
 GX0336                         *CURRENT SURVEY CONTROL
 GX0336  ___________________________________________________________________
 GX0336* NAD 83(1993)-  37 11 29.16223(N)    080 24 13.35491(W)     ADJUSTED  
 GX0336* NAVD 88     -       666.645  (meters)    2187.15   (feet)  ADJUSTED  
 GX0336  ___________________________________________________________________
 GX0336  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 GX0336  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX0336  DYNAMIC HT  -         666.057 (meters)    2185.22  (feet)  COMP
 GX0336  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 GX0336
 GX0336  HORZ ORDER  -  SECOND
 GX0336  VERT ORDER  -  SECOND    CLASS 0
 GX0336
 GX0336.The horizontal coordinates were established by classical geodetic methods
 GX0336.and adjusted by the National Geodetic Survey in September 1995..
 GX0336
 GX0336.The orthometric height was determined by differential leveling
 GX0336.and adjusted by the National Geodetic Survey in June 1991..
 GX0336
 GX0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0336
 GX0336.The geoid height was determined by GEOID03.
 GX0336
 GX0336.The dynamic height is computed by dividing the NAVD 88
 GX0336.geopotential number by the normal gravity value computed on the
 GX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0336.degrees latitude (g = 980.6199 gals.).
 GX0336
 GX0336.The modeled gravity was interpolated from observed gravity values.
 GX0336
 GX0336;                    North         East     Units Scale Factor Converg.
 GX0336;SPC VA S     - 1,096,931.252 3,330,993.266   MT  0.99995010   -1 09 19.5
 GX0336;SPC VA S     - 3,598,848.62 10,928,433.74   sFT  0.99995010   -1 09 19.5
 GX0336;UTM  17      - 4,116,275.575   552,922.521   MT  0.99963450   +0 21 37.6
 GX0336
 GX0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0336!SPC VA S     -   0.99990041  x   0.99995010  =   0.99985051
 GX0336!UTM  17      -   0.99990041  x   0.99963450  =   0.99953494
 GX0336
 GX0336                          SUPERSEDED SURVEY CONTROL
 GX0336
 GX0336  NAD 83(1986)-  37 11 29.16630(N)    080 24 13.35854(W) AD(       ) 2
 GX0336  NAD 27      -  37 11 28.69848(N)    080 24 14.19251(W) AD(       ) 2
 GX0336  NGVD 29 (??/??/92)  666.761  (m)         2187.53   (f) ADJ UNCH    2 0
 GX0336
 GX0336.Superseded values are not recommended for survey control.
 GX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0336.See file dsdata.txt to determine how the superseded data were derived.
 GX0336
 GX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5292316276(NAD 83)
 GX0336_MARKER: DZ = AZIMUTH MARK DISK
 GX0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0336_STAMPING: BLACKS 1964
 GX0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0336+STABILITY: SURFACE MOTION
 GX0336
 GX0336  HISTORY     - Date     Condition        Report By
 GX0336  HISTORY     - 1964     MONUMENTED       CGS
 GX0336  HISTORY     - 1964     GOOD             CGS
 GX0336
 GX0336                          STATION DESCRIPTION
 GX0336
 GX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0336'THE AZIMUTH MARK IS 71 FEET EAST OF THE APPROXIMATE CENTER
 GX0336'OF U.S. HIGHWAY 460, 19 FEET SOUTHEAST OF TELEPHONE POLE NO.
 GX0336'176, 4.6 FEET NORTHEAST OF A METAL WITNESS SIGN AND
 GX0336'APPROXIMATELY 20 FEET HIGHER THAN THE HIGHWAY SURFACE.  IT IS
 GX0336'A STANDARD DISK SET IN A CONCRETE MONUMENT PROJECTING 3 INCHES
 GX0336'AND IS STAMPED BLACKS 1964.
 GX0336'
 GX0336'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BLACKSBURG,
 GX0336'GO SOUTHEAST ON U.S. HIGHWAY 460 FOR 2.8 MILES TO COUNTY ROAD
 GX0336'643 ON THE LEFT, CONTINUE ON THE HIGHWAY FOR 0.05 MILE TO THE
 GX0336'AZIMUTH MARK ON THE LEFT.
 GX0336
 GX0336                          STATION RECOVERY (1964)
 GX0336
 GX0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GX0336'2.8 MI SE FROM BLACKSBURG.
 GX0336'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0336'IN BLACKSBURG TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GX0336'PROJECTING 3-INCHES, 0.05 MILES SOUTHEAST OF COUNTY ROAD 643, 71
 GX0336'FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY.  19 FEET SOUTHEAST
 GX0336'OF TELEPHONE POLE 176, 4.6 FEET NORTHEAST OF A METAL WITNESS
 GX0336'SIGN AND IS ABOUT 20 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0341 ***********************************************************************
 GX0341  DESIGNATION -  BLACKS RM 1
 GX0341  PID         -  GX0341
 GX0341  STATE/COUNTY-  VA/MONTGOMERY
 GX0341  USGS QUAD   -  BLACKSBURG (1983)
 GX0341
 GX0341                         *CURRENT SURVEY CONTROL
 GX0341  ___________________________________________________________________
 GX0341* NAD 83(1986)-  37 13 29.     (N)    080 23 43.     (W)     SCALED    
 GX0341* NAVD 88     -       710.867  (meters)    2332.24   (feet)  ADJUSTED  
 GX0341  ___________________________________________________________________
 GX0341  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX0341  DYNAMIC HT  -         710.240 (meters)    2330.18  (feet)  COMP
 GX0341  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 GX0341
 GX0341  VERT ORDER  -  SECOND    CLASS 0
 GX0341
 GX0341.The horizontal coordinates were scaled from a topographic map and have
 GX0341.an estimated accuracy of +/- 6 seconds.
 GX0341
 GX0341.The orthometric height was determined by differential leveling
 GX0341.and adjusted by the National Geodetic Survey in June 1991..
 GX0341
 GX0341.The geoid height was determined by GEOID03.
 GX0341
 GX0341.The dynamic height is computed by dividing the NAVD 88
 GX0341.geopotential number by the normal gravity value computed on the
 GX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0341.degrees latitude (g = 980.6199 gals.).
 GX0341
 GX0341.The modeled gravity was interpolated from observed gravity values.
 GX0341
 GX0341;                    North         East    Units  Estimated Accuracy
 GX0341;SPC VA S     - 1,100,610.    3,331,820.      MT  (+/- 180 meters Scaled)
 GX0341
 GX0341                          SUPERSEDED SURVEY CONTROL
 GX0341
 GX0341  NGVD 29 (??/??/92)  710.981  (m)         2332.61   (f) ADJ UNCH    2 0
 GX0341
 GX0341.Superseded values are not recommended for survey control.
 GX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0341.See file dsdata.txt to determine how the superseded data were derived.
 GX0341
 GX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB536199(NAD 83)
 GX0341_MARKER: DR = REFERENCE MARK DISK
 GX0341_SETTING: 0 = UNSPECIFIED SETTING
 GX0341_STAMPING: BLACKS NO 1 1964
 GX0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0341
 GX0341  HISTORY     - Date     Condition        Report By
 GX0341  HISTORY     - 1964     MONUMENTED       CGS
 GX0341
 GX0341                          STATION DESCRIPTION
 GX0341
 GX0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0341'AT BLACKSBURG.
 GX0341'AT THE BLACKS STATION SITE 17.46 FEET SOUTHEAST OF THE STATION,
 GX0341'51 FEET WEST OF THE WEST CORNER OF TEE NO 3, 7 FEET NORTHWEST OF
 GX0341'A 4-INCH PINE TREE, 7 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 GX0341'A TRACK ROAD, AND IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3305 ***********************************************************************
 GX3305  DESIGNATION -  BLACKSBURG BAPTIST CH SPIRE
 GX3305  PID         -  GX3305
 GX3305  STATE/COUNTY-  VA/MONTGOMERY
 GX3305  USGS QUAD   -  BLACKSBURG (1983)
 GX3305
 GX3305                         *CURRENT SURVEY CONTROL
 GX3305  ___________________________________________________________________
 GX3305* NAD 83(1993)-  37 13 58.31411(N)    080 25 00.74681(W)     ADJUSTED  
 GX3305* NAVD 88     -                                                        
 GX3305  ___________________________________________________________________
 GX3305  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GX3305  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX3305
 GX3305  HORZ ORDER  -  THIRD
 GX3305
 GX3305.The horizontal coordinates were established by classical geodetic methods
 GX3305.and adjusted by the National Geodetic Survey in September 1995..
 GX3305
 GX3305
 GX3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3305
 GX3305.The geoid height was determined by GEOID03.
 GX3305
 GX3305;                    North         East     Units Scale Factor Converg.
 GX3305;SPC VA S     - 1,101,551.807 3,329,918.075   MT  0.99994815   -1 09 48.2
 GX3305;SPC VA S     - 3,614,007.89 10,924,906.22   sFT  0.99994815   -1 09 48.2
 GX3305;UTM  17      - 4,120,864.619   551,725.837   MT  0.99963296   +0 21 10.2
 GX3305
 GX3305                          SUPERSEDED SURVEY CONTROL
 GX3305
 GX3305  NAD 83(1993)-  37 13 58.31662(N)    080 25 00.75055(W) AD(       ) 4
 GX3305  NAD 83(1986)-  37 13 58.31862(N)    080 25 00.75055(W) AD(       ) 4
 GX3305  NAD 27      -  37 13 57.85285(N)    080 25 01.57319(W) AD(       ) 3
 GX3305
 GX3305.Superseded values are not recommended for survey control.
 GX3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3305.See file dsdata.txt to determine how the superseded data were derived.
 GX3305
 GX3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5172620865(NAD 83)
 GX3305_MARKER: 91 = CHURCH CROSS
 GX3305
 GX3305  HISTORY     - Date     Condition        Report By
 GX3305  HISTORY     - 1964     FIRST OBSERVED   CGS
 GX3305
 GX3305                          STATION DESCRIPTION
 GX3305
 GX3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3305'IT IS THE GRAY AND WHITE STEEPLE OF THE BLACKSBURG, BAPTIST
 GX3305'CHURCH.  THE BASE OF THE STEEPLE IS PAINTED WHITE AND HAS
 GX3305'LARGE VERTICLE OPENINGS.
 GX3305'
 GX3305'THE CHURCH IS LOCATED TWO BLOCKS NORTH OF THE BLACKSBURG
 GX3305'BUSINESS DISTRICT NEAR THE CORNER OF MAIN AND TURNER STREETS,
 GX3305'ON MAIN STREET.
 GX3305'
 GX3305'THE POINT INTERSECTED IS THE TOP OF THE CROSS ON THE TOP OF
 GX3305'THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI1571 ***********************************************************************
 AI1571  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1571  DESIGNATION -  BLACKSBURG CORS ARP
 AI1571  CORS_ID     -  BLKV
 AI1571  PID         -  AI1571
 AI1571  STATE/COUNTY-  VA/MONTGOMERY
 AI1571  USGS QUAD   -  BLACKSBURG (1983)
 AI1571
 AI1571                         *CURRENT SURVEY CONTROL
 AI1571  ___________________________________________________________________
 AI1571* NAD 83(CORS)-  37 12 21.63726(N)    080 24 52.27622(W)     ADJUSTED  
 AI1571* NAVD 88     -       639.6    (meters)    2098.     (feet)  GPS OBS   
 AI1571  ___________________________________________________________________
 AI1571  EPOCH DATE  -        2002.00
 AI1571  X           -     847,028.954 (meters)                     COMP
 AI1571  Y           -  -5,015,666.244 (meters)                     COMP
 AI1571  Z           -   3,835,995.073 (meters)                     COMP
 AI1571  ELLIP HEIGHT-         607.81  (meters)          (03/??/02) GPS OBS
 AI1571  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AI1571
 AI1571  HORZ ORDER  -  SPECIAL (CORS)
 AI1571  ELLP ORDER  -  SPECIAL (CORS)
 AI1571
 AI1571.ITRF positions are available for this station.
 AI1571.The coordinates were established by GPS observations
 AI1571.and adjusted by the National Geodetic Survey in March 2002..
 AI1571.The coordinates are valid at the epoch date displayed above.
 AI1571.The epoch date for horizontal control is a decimal equivalence
 AI1571.of Year/Month/Day.
 AI1571
 AI1571.The orthometric height was determined by GPS observations and a
 AI1571.high-resolution geoid model.
 AI1571
 AI1571.The PID for the CORS L1 Phase Center is AI1572.
 AI1571
 AI1571.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1571
 AI1571.The ellipsoidal height was determined by GPS observations
 AI1571.and is referenced to NAD 83.
 AI1571
 AI1571.The geoid height was determined by GEOID03.
 AI1571
 AI1571;                    North         East     Units Scale Factor Converg.
 AI1571;SPC VA S     - 1,098,567.956 3,330,066.384   MT  0.99994935   -1 09 43.1
 AI1571;SPC VA S     - 3,604,218.37 10,925,392.79   sFT  0.99994935   -1 09 43.1
 AI1571
 AI1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1571!SPC VA S     -   0.99990463  x   0.99994935  =   0.99985398
 AI1571
 AI1571                          SUPERSEDED SURVEY CONTROL
 AI1571
 AI1571  NAD 83(CORS)-  37 12 21.63708(N)    080 24 52.27656(W) AD(1997.00) c
 AI1571  ELLIP H (12/??/99)  607.81   (m)                       GP(1997.00) c c
 AI1571  NAD 83(CORS)-  37 12 21.63702(N)    080 24 52.27643(W) AD(1997.00) c
 AI1571  ELLIP H (09/??/99)  607.94   (m)                       GP(1997.00) c c
 AI1571  NAD 83(CORS)-  37 12 21.63708(N)    080 24 52.27656(W) AD(1997.00) c
 AI1571  ELLIP H (12/??/97)  607.81   (m)                       GP(1997.00) c c
 AI1571
 AI1571.Superseded values are not recommended for survey control.
 AI1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1571.See file dsdata.txt to determine how the superseded data were derived.
 AI1571
 AI1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5195317887(NAD 83)
 AI1571_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1571_MARK LOGO: NGS   
 AI1571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1571
 AI1571                          STATION DESCRIPTION
 AI1571
 AI1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI1571'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI1571'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI1571'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI1571'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI1571'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI1572 ***********************************************************************
 AI1572  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1572  DESIGNATION -  BLACKSBURG CORS L1 PHASE CENTER
 AI1572  CORS_ID     -  BLKV
 AI1572  PID         -  AI1572
 AI1572  STATE/COUNTY-  VA/MONTGOMERY
 AI1572  USGS QUAD   -  BLACKSBURG (1983)
 AI1572
 AI1572                         *CURRENT SURVEY CONTROL
 AI1572  ___________________________________________________________________
 AI1572* NAD 83(CORS)-  37 12 21.63726(N)    080 24 52.27624(W)     ADJUSTED  
 AI1572* NAVD 88     -                                                        
 AI1572  ___________________________________________________________________
 AI1572  EPOCH DATE  -        2002.00
 AI1572  X           -     847,028.963 (meters)                     COMP
 AI1572  Y           -  -5,015,666.299 (meters)                     COMP
 AI1572  Z           -   3,835,995.116 (meters)                     COMP
 AI1572  ELLIP HEIGHT-         607.88  (meters)          (03/??/02) GPS OBS
 AI1572  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AI1572
 AI1572  HORZ ORDER  -  SPECIAL (CORS)
 AI1572  ELLP ORDER  -  SPECIAL (CORS)
 AI1572
 AI1572.ITRF positions are available for this station.
 AI1572.The coordinates were established by GPS observations
 AI1572.and adjusted by the National Geodetic Survey in March 2002..
 AI1572.The coordinates are valid at the epoch date displayed above.
 AI1572.The epoch date for horizontal control is a decimal equivalence
 AI1572.of Year/Month/Day.
 AI1572
 AI1572
 AI1572.The PID for the CORS ARP is AI1571.
 AI1572
 AI1572.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1572
 AI1572.The ellipsoidal height was determined by GPS observations
 AI1572.and is referenced to NAD 83.
 AI1572
 AI1572.The geoid height was determined by GEOID03.
 AI1572
 AI1572;                    North         East     Units Scale Factor Converg.
 AI1572;SPC VA S     - 1,098,567.956 3,330,066.384   MT  0.99994935   -1 09 43.1
 AI1572;SPC VA S     - 3,604,218.37 10,925,392.79   sFT  0.99994935   -1 09 43.1
 AI1572
 AI1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1572!SPC VA S     -   0.99990462  x   0.99994935  =   0.99985397
 AI1572
 AI1572                          SUPERSEDED SURVEY CONTROL
 AI1572
 AI1572  NAD 83(CORS)-  37 12 21.63708(N)    080 24 52.27658(W) AD(1997.00) c
 AI1572  ELLIP H (12/??/99)  607.89   (m)                       GP(1997.00) c c
 AI1572  NAD 83(CORS)-  37 12 21.63702(N)    080 24 52.27645(W) AD(1997.00) c
 AI1572  ELLIP H (09/??/99)  608.01   (m)                       GP(1997.00) c c
 AI1572  NAD 83(CORS)-  37 12 21.63708(N)    080 24 52.27658(W) AD(1997.00) c
 AI1572  ELLIP H (12/??/97)  607.89   (m)                       GP(1997.00) c c
 AI1572
 AI1572.Superseded values are not recommended for survey control.
 AI1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1572.See file dsdata.txt to determine how the superseded data were derived.
 AI1572
 AI1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5195317887(NAD 83)
 AI1572_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI1572
 AI1572                          STATION DESCRIPTION
 AI1572
 AI1572'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI1572'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI1572'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI1572'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI1572'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI1572'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3306 ***********************************************************************
 GX3306  DESIGNATION -  BLACKSBURG VPI POWER PLANT STK
 GX3306  PID         -  GX3306
 GX3306  STATE/COUNTY-  VA/MONTGOMERY
 GX3306  USGS QUAD   -  BLACKSBURG (1983)
 GX3306
 GX3306                         *CURRENT SURVEY CONTROL
 GX3306  ___________________________________________________________________
 GX3306* NAD 83(1993)-  37 13 55.44917(N)    080 25 15.66037(W)     ADJUSTED  
 GX3306* NAVD 88     -                                                        
 GX3306  ___________________________________________________________________
 GX3306  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GX3306  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX3306
 GX3306  HORZ ORDER  -  THIRD
 GX3306
 GX3306.The horizontal coordinates were established by classical geodetic methods
 GX3306.and adjusted by the National Geodetic Survey in September 1995..
 GX3306
 GX3306
 GX3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3306
 GX3306.The geoid height was determined by GEOID03.
 GX3306
 GX3306;                    North         East     Units Scale Factor Converg.
 GX3306;SPC VA S     - 1,101,470.980 3,329,548.755   MT  0.99994818   -1 09 57.3
 GX3306;SPC VA S     - 3,613,742.71 10,923,694.54   sFT  0.99994818   -1 09 57.3
 GX3306;UTM  17      - 4,120,774.077   551,358.902   MT  0.99963249   +0 21 01.1
 GX3306
 GX3306                          SUPERSEDED SURVEY CONTROL
 GX3306
 GX3306  NAD 83(1993)-  37 13 55.44934(N)    080 25 15.66371(W) AD(       ) 4
 GX3306  NAD 83(1986)-  37 13 55.45340(N)    080 25 15.66371(W) AD(       ) 4
 GX3306  NAD 27      -  37 13 54.98857(N)    080 25 16.48734(W) AD(       ) 3
 GX3306
 GX3306.Superseded values are not recommended for survey control.
 GX3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3306.See file dsdata.txt to determine how the superseded data were derived.
 GX3306
 GX3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5135920774(NAD 83)
 GX3306_MARKER: 63 = STACK
 GX3306
 GX3306  HISTORY     - Date     Condition        Report By
 GX3306  HISTORY     - 1964     FIRST OBSERVED   CGS
 GX3306
 GX3306                          STATION DESCRIPTION
 GX3306
 GX3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3306'A RED BRICK STACK, 181 FEET IN HEIGHT, THE LARGEST IN THE
 GX3306'AREA.  LOCATED AT THE VIRGINIA POLYTECHNIC INSTITUTE POWER
 GX3306'PLANT AT THE NORTH EDGE OF THE CAMPUS.  IT IS ON BARGER STREET
 GX3306'NEAR THE CORNER OF BARGER AND STANGER STREETS.  THE POINT
 GX3306'INTERSECTED IS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2294 ***********************************************************************
 GV2294  DESIGNATION -  BLACKSTONE
 GV2294  PID         -  GV2294
 GV2294  STATE/COUNTY-  VA/NOTTOWAY
 GV2294  USGS QUAD   -  BLACKSTONE EAST (1987)
 GV2294
 GV2294                         *CURRENT SURVEY CONTROL
 GV2294  ___________________________________________________________________
 GV2294* NAD 83(1993)-  37 05 58.04744(N)    077 58 30.98948(W)     ADJUSTED  
 GV2294* NAVD 88     -       135.611  (meters)     444.92   (feet)  ADJUSTED  
 GV2294  ___________________________________________________________________
 GV2294  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV2294  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2294  DYNAMIC HT  -         135.512 (meters)     444.59  (feet)  COMP
 GV2294  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 GV2294
 GV2294  HORZ ORDER  -  SECOND
 GV2294  VERT ORDER  -  SECOND    CLASS 0
 GV2294
 GV2294.The horizontal coordinates were established by classical geodetic methods
 GV2294.and adjusted by the National Geodetic Survey in September 1995..
 GV2294
 GV2294.The orthometric height was determined by differential leveling
 GV2294.and adjusted by the National Geodetic Survey in June 1991..
 GV2294
 GV2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2294
 GV2294.The geoid height was determined by GEOID03.
 GV2294
 GV2294.The dynamic height is computed by dividing the NAVD 88
 GV2294.geopotential number by the normal gravity value computed on the
 GV2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2294.degrees latitude (g = 980.6199 gals.).
 GV2294
 GV2294.The modeled gravity was interpolated from observed gravity values.
 GV2294
 GV2294;                    North         East     Units Scale Factor Converg.
 GV2294;SPC VA S     - 1,085,149.668 3,546,643.478   MT  0.99995628   +0 19 06.5
 GV2294;SPC VA S     - 3,560,195.20 11,635,946.14   sFT  0.99995628   +0 19 06.5
 GV2294;UTM  18      - 4,110,048.927   235,584.299   MT  1.00046137   -1 47 44.6
 GV2294;UTM  17      - 4,110,187.890   768,811.510   MT  1.00049025   +1 49 32.2
 GV2294
 GV2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2294!SPC VA S     -   0.99998376  x   0.99995628  =   0.99994004
 GV2294!UTM  18      -   0.99998376  x   1.00046137  =   1.00044512
 GV2294!UTM  17      -   0.99998376  x   1.00049025  =   1.00047400
 GV2294
 GV2294|---------------------------------------------------------------------|
 GV2294| PID    Reference Object                     Distance      Geod. Az  |
 GV2294|                                                           dddmmss.s |
 GV2294| GV2295 BLACKSTONE RM 1                      29.270 METERS 03056     |
 GV2294| GV5663 WASHINGTON ATLANTA AWY BCN 42       APPROX. 2.6 KM 1433111.8 |
 GV2294| GW2311 BLACKSTONE CITY WATER TANK          APPROX. 3.8 KM 2293056.3 |
 GV2294| DC5148 BLACKSTONE AZ MK                                   2522359.9 |
 GV2294| GV5662 NOTTOWAY FIRE LOOKOUT TOWER          20.574 METERS 26445     |
 GV2294| GV2296 BLACKSTONE RM 2                      42.587 METERS 28804     |
 GV2294|---------------------------------------------------------------------|
 GV2294
 GV2294                          SUPERSEDED SURVEY CONTROL
 GV2294
 GV2294  NAD 83(1986)-  37 05 58.05447(N)    077 58 31.00575(W) AD(       ) 2
 GV2294  NAD 27      -  37 05 57.50088(N)    077 58 31.97663(W) AD(       ) 2
 GV2294  NGVD 29 (??/??/??)  135.878  (m)          445.79   (f) ADJUSTED    2 0
 GV2294
 GV2294.Superseded values are not recommended for survey control.
 GV2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2294.See file dsdata.txt to determine how the superseded data were derived.
 GV2294
 GV2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3558410049(NAD 83)
 GV2294_MARKER: DS = TRIANGULATION STATION DISK
 GV2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2294_STAMPING: BLACKSTONE 1942
 GV2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2294+STABILITY: SURFACE MOTION
 GV2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2294+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV2294
 GV2294  HISTORY     - Date     Condition        Report By
 GV2294  HISTORY     - 1942     MONUMENTED       CGS
 GV2294  HISTORY     - 1949     GOOD             CGS
 GV2294  HISTORY     - 1951     GOOD             CGS
 GV2294  HISTORY     - 1961     GOOD             CGS
 GV2294  HISTORY     - 1965     GOOD             CGS
 GV2294  HISTORY     - 1965     GOOD             CGS
 GV2294  HISTORY     - 19960105 GOOD             USPSQD
 GV2294  HISTORY     - 20001208 GOOD             USPSQD
 GV2294  HISTORY     - 20010331 GOOD             NGS
 GV2294  HISTORY     - 20060112 GOOD             USPSQD
 GV2294
 GV2294                          STATION DESCRIPTION
 GV2294
 GV2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV2294'STATION IS LOCATED ABOUT 1-3/4 MILES NE OF BLACKSTONE AT
 GV2294'THE NOTTOWAY FIRE LOOKOUT TOWER, WHICH IS ON A SMALL RISE IN THE
 GV2294'CORNER OF A FIELD AT THE N SIDE OF RAILROAD TRACKS.
 GV2294'
 GV2294'STATION IS MARKED BY A STANDARD DISK, STAMPED BLACKSTONE 1942,
 GV2294'SET IN A SQUARE BLOCK OF CONCRETE, PROJECTING ABOUT 3 INCHES
 GV2294'ABOVE THE GROUND, ABOUT 30 FEET NOF THE CENTER OF GRADED
 GV2294'ROAD LEADING TO STATION, AND ABOUT 68 FEET E OF THE CENTER OF
 GV2294'NOTTOWAY LOOKOUT TOWER.
 GV2294'
 GV2294'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GV2294'
 GV2294'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BLACKSTONE
 GV2294'NO. 1, 1942, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING
 GV2294'ABOUT 3 INCHES ABOVE THE GROUND, ABOUT 60 FEET N OF THE
 GV2294'CENTER OF ROAD LEADING TO STATION, AND ABOUT 125 FEET
 GV2294'E OF THE NE LEG OF LOOKOUT TOWER.
 GV2294'
 GV2294'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BLACKSTONE
 GV2294'NO. 2 1942, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING
 GV2294'ABOUT 3 INCHES ABOVE THE GROUND, AND IS ABOUT 75 FEET NW
 GV2294'OF THE NW LEG OF LOOKOUT TOWER.
 GV2294'
 GV2294'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACKSTONE 1942, SET
 GV2294'IN A SQUARE BLOCK OF CONCRETE, AT E EDGE OF FENCE CORNER
 GV2294'JUST AFTER CROSSING RAILROAD TRACKS.
 GV2294'
 GV2294'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 460 AND STATE
 GV2294'HIGHWAY 40, WHICH IS AT THE N EDGE OF THE BLACKSTONE BUSINESS
 GV2294'DISTRICT, BY GOING N AND NE ON U.S. HIGHWAY 460 FOR 1.55 MILES
 GV2294'TO A SIDE ROAD LEFT ABOUT 75 YARDS BEFORE ARRIVING AT AN
 GV2294'AMOCO SERVICE STATION, THEN LEAVE U.S. HIGHWAY 460, TURN LEFT
 GV2294'THROUGH GATE AND CROSS RAILROAD, TURN RIGHT AND FOLLOW
 GV2294'A GRADED DIRT ROAD EASTERLY ALONG THE N SIDE OF RAILROAD TRACKS
 GV2294'FOR 0.3 MILE TO LOOKOUT TOWER AND STATION.
 GV2294
 GV2294                          STATION RECOVERY (1949)
 GV2294
 GV2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RES)
 GV2294'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION MARK
 GV2294'IS A BRONZE STATION DISK, SET IN CONCRETE PROJECTING ABOUT
 GV2294'3 IN. ABOVE GROUND, AND ABOUT 1 FT. ABOVE ROAD S.  IT IS
 GV2294'STAMPED BLACKSTONE 1942.
 GV2294
 GV2294                          STATION RECOVERY (1951)
 GV2294
 GV2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JVB)
 GV2294'STATION WAS RECOVERED.  THE ORIGINAL DESCRIPTION STILL FITS IN
 GV2294'EVERY PARTICULAR.  REFERENCE MARKS 1 AND 2 AND AZIMUTH MARKS
 GV2294'WERE RECOVERED IN EXCELLENT CONDITION WITH NO SIGN OF DISTURBANCE.
 GV2294
 GV2294                          STATION RECOVERY (1961)
 GV2294
 GV2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV2294'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 GV2294'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GV2294'WAS SEARCHED FOR BUT NOT RECOVERED.  THE DESCRIPTION IS
 GV2294'ADEQUATE AND COMPLETE.
 GV2294
 GV2294                          STATION RECOVERY (1965)
 GV2294
 GV2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV2294'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GV2294'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 GV2294'BEEN DESTROYED BY ROAD IMPROVEMENT AND NO NEW AZIMUTH MARK WAS
 GV2294'ESTABLISHED.  THE MARKS ARE NOW LOCATED IN A PINE GROVE AND
 GV2294'MR. H.E. PRIDGEN WHO OWNES THE PROPERTY REQUESTED THAT NO PINE
 GV2294'TREES BE CUT.  THE ECCENTRIC STATION WAS LOCATED IN THE
 GV2294'NORTHEAST CORNER OF THE LOOKOUT TOWER ABOUT 60 FEET UP.
 GV2294'
 GV2294'THE ORIGINAL DESCRIPTION OF THE STATION AND REFERENCE MARKS
 GV2294'ARE ADEQUATE.
 GV2294
 GV2294                          STATION RECOVERY (1965)
 GV2294
 GV2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GV2294'2.1 MI NE FROM BLACKSTONE.
 GV2294'ABOUT 2.1 MILES NORTHEAST ALONG N AND WRY FROM THE STATION
 GV2294'AT BLACKSTONE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GV2294'PROJECTING 3-INCHES, 98.0 FEET NORTHWEST OF NORTHWEST RAIL.
 GV2294'96.0 FEET SOUTH OF RM1, 139.7 FEET WEST OF RM2, 68.0 FEET
 GV2294'EAST OF THE CENTER OF A LOOK OUT TOWER, 30.0 FEET NORTH OF A
 GV2294'ROAD IN A PINE GROVE AND IS ABOUT LEVEL WITH THE GRADED ROAD.
 GV2294
 GV2294                          STATION RECOVERY (1996)
 GV2294
 GV2294'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2294'RECOVERED IN GOOD CONDITION.
 GV2294
 GV2294                          STATION RECOVERY (2000)
 GV2294
 GV2294'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2294'RECOVERED IN GOOD CONDITION.
 GV2294
 GV2294                          STATION RECOVERY (2001)
 GV2294
 GV2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2294
 GV2294                          STATION RECOVERY (2006)
 GV2294
 GV2294'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2310 ***********************************************************************
 GW2310  DESIGNATION -  BLACKSTONE C P TEL TOWER
 GW2310  PID         -  GW2310
 GW2310  STATE/COUNTY-  VA/NOTTOWAY
 GW2310  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW2310
 GW2310                         *CURRENT SURVEY CONTROL
 GW2310  ___________________________________________________________________
 GW2310* NAD 83(1993)-  37 05 24.95587(N)    078 00 44.90362(W)     ADJUSTED  
 GW2310* NAVD 88     -                                                        
 GW2310  ___________________________________________________________________
 GW2310  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GW2310  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW2310
 GW2310  HORZ ORDER  -  THIRD
 GW2310
 GW2310.The horizontal coordinates were established by classical geodetic methods
 GW2310.and adjusted by the National Geodetic Survey in September 1995..
 GW2310
 GW2310
 GW2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2310
 GW2310.The geoid height was determined by GEOID03.
 GW2310
 GW2310;                    North         East     Units Scale Factor Converg.
 GW2310;SPC VA S     - 1,084,111.864 3,543,342.167   MT  0.99995704   +0 17 45.2
 GW2310;SPC VA S     - 3,556,790.34 11,625,115.09   sFT  0.99995704   +0 17 45.2
 GW2310;UTM  17      - 4,109,063.036   765,536.922   MT  1.00046869   +1 48 09.9
 GW2310;UTM  18      - 4,109,133.133   232,245.232   MT  1.00048327   -1 49 04.1
 GW2310
 GW2310                          SUPERSEDED SURVEY CONTROL
 GW2310
 GW2310  NAD 83(1986)-  37 05 24.96287(N)    078 00 44.91980(W) AD(       ) 4
 GW2310  NAD 27      -  37 05 24.40229(N)    078 00 45.89322(W) AD(       ) 3
 GW2310
 GW2310.Superseded values are not recommended for survey control.
 GW2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2310.See file dsdata.txt to determine how the superseded data were derived.
 GW2310
 GW2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6553709063(NAD 83)
 GW2310_MARKER: 55 = TOWER
 GW2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2310+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2310
 GW2310  HISTORY     - Date     Condition        Report By
 GW2310  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2310  HISTORY     - 20001207 GOOD             USPSQD
 GW2310  HISTORY     - 20010331 GOOD             NGS
 GW2310  HISTORY     - 20050418 GOOD             GEOCAC
 GW2310
 GW2310                          STATION DESCRIPTION
 GW2310
 GW2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2310'THE STATION IS LOCATED ABOUT 1 MILE WEST OF BLACKSTONE.
 GW2310'
 GW2310'TO REACH THE STATION FROM THE POST OFFICE IN BLACKSTONE,
 GW2310'GO EAST ON U.S. HIGHWAY 460 FOR 0.2 MILE, TURN LEFT ON COUNTY
 GW2310'ROAD 625 AND GO WESTERLY FOR 1.2 MILES TO THE STATION ON
 GW2310'THE LEFT.
 GW2310'
 GW2310'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE PAINTED ALTERNATE
 GW2310'RED AND WHITE AND 165 FEET IN HEIGHT.  THE POINT INTERSECTED
 GW2310'WAS THE RED LIGHT AT THE APEX.
 GW2310
 GW2310                          STATION RECOVERY (2000)
 GW2310
 GW2310'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2310'RECOVERED IN GOOD CONDITION.
 GW2310
 GW2310                          STATION RECOVERY (2001)
 GW2310
 GW2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2310
 GW2310                          STATION RECOVERY (2005)
 GW2310
 GW2310'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GW2310'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2311 ***********************************************************************
 GW2311  DESIGNATION -  BLACKSTONE CITY WATER TANK
 GW2311  PID         -  GW2311
 GW2311  STATE/COUNTY-  VA/NOTTOWAY
 GW2311  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW2311
 GW2311                         *CURRENT SURVEY CONTROL
 GW2311  ___________________________________________________________________
 GW2311* NAD 83(1993)-  37 04 38.27926(N)    078 00 27.59512(W)     ADJUSTED  
 GW2311* NAVD 88     -                                                        
 GW2311  ___________________________________________________________________
 GW2311  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GW2311  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2311
 GW2311  HORZ ORDER  -  THIRD
 GW2311
 GW2311.The horizontal coordinates were established by classical geodetic methods
 GW2311.and adjusted by the National Geodetic Survey in September 1995..
 GW2311
 GW2311
 GW2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2311
 GW2311.The geoid height was determined by GEOID03.
 GW2311
 GW2311;                    North         East     Units Scale Factor Converg.
 GW2311;SPC VA S     - 1,082,675.237 3,543,777.101   MT  0.99995815   +0 17 55.7
 GW2311;SPC VA S     - 3,552,077.01 11,626,542.04   sFT  0.99995815   +0 17 55.7
 GW2311;UTM  17      - 4,107,637.610   766,009.720   MT  1.00047179   +1 48 18.4
 GW2311;UTM  18      - 4,107,680.682   232,627.090   MT  1.00048075   -1 48 51.7
 GW2311
 GW2311                          SUPERSEDED SURVEY CONTROL
 GW2311
 GW2311  NAD 83(1986)-  37 04 38.28630(N)    078 00 27.61129(W) AD(       ) 4
 GW2311  NAD 27      -  37 04 37.73535(N)    078 00 28.56515(W) AD(       ) 3
 GW2311
 GW2311.Superseded values are not recommended for survey control.
 GW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2311.See file dsdata.txt to determine how the superseded data were derived.
 GW2311
 GW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6601007638(NAD 83)
 GW2311_MARKER: 53 = ELEVATED TANK
 GW2311
 GW2311  HISTORY     - Date     Condition        Report By
 GW2311  HISTORY     - 1942     FIRST OBSERVED   CGS
 GW2311  HISTORY     - 1953     GOOD             CGS
 GW2311  HISTORY     - 1961     GOOD             CGS
 GW2311  HISTORY     - 1965     GOOD             CGS
 GW2311  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW2311  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW2311  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW2311  HISTORY     - 20051031 MARK NOT FOUND   GEOCAC
 GW2311
 GW2311                          STATION DESCRIPTION
 GW2311
 GW2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GW2311'THIS INTERSECTION STATION IS THE FINIAL ON THE TOP OF THE
 GW2311'CITY WATER TANK, LOCATED ABOUT 0.5 MILE W OF THE CENTER OF
 GW2311'TOWN ON U.S. HIGHWAY 460 AT THE BLACKSTONE ICE COMPANY PLANT.  IT
 GW2311'IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH PAINTED
 GW2311'ALUMINUM.  POINT OBSERVED UPON WAS THE FINIAL ON THE APEX
 GW2311'OF THE ROOF.
 GW2311
 GW2311                          STATION RECOVERY (1953)
 GW2311
 GW2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HJB)
 GW2311'RECOVERED.  DESCRIPTION ADEQUATE.
 GW2311
 GW2311                          STATION RECOVERY (1961)
 GW2311
 GW2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GW2311'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GW2311
 GW2311                          STATION RECOVERY (1965)
 GW2311
 GW2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2311'THE STATION RECOVERED IN 1942.
 GW2311
 GW2311                          STATION RECOVERY (1996)
 GW2311
 GW2311'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2311'MARK NOT FOUND.
 GW2311
 GW2311                          STATION RECOVERY (2000)
 GW2311
 GW2311'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2311'MARK NOT FOUND.
 GW2311
 GW2311                          STATION RECOVERY (2001)
 GW2311
 GW2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2311
 GW2311                          STATION RECOVERY (2005)
 GW2311
 GW2311'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GW2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2312 ***********************************************************************
 GW2312  DESIGNATION -  BLACKSTONE MUNICIPAL TANK
 GW2312  PID         -  GW2312
 GW2312  STATE/COUNTY-  VA/NOTTOWAY
 GW2312  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW2312
 GW2312                         *CURRENT SURVEY CONTROL
 GW2312  ___________________________________________________________________
 GW2312* NAD 83(1993)-  37 04 37.26224(N)    078 00 25.47819(W)     ADJUSTED  
 GW2312* NAVD 88     -                                                        
 GW2312  ___________________________________________________________________
 GW2312  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GW2312  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2312
 GW2312  HORZ ORDER  -  THIRD
 GW2312
 GW2312.The horizontal coordinates were established by classical geodetic methods
 GW2312.and adjusted by the National Geodetic Survey in September 1995..
 GW2312
 GW2312
 GW2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2312
 GW2312.The geoid height was determined by GEOID03.
 GW2312
 GW2312;                    North         East     Units Scale Factor Converg.
 GW2312;SPC VA S     - 1,082,644.159 3,543,829.551   MT  0.99995818   +0 17 57.0
 GW2312;SPC VA S     - 3,551,975.04 11,626,714.12   sFT  0.99995818   +0 17 57.0
 GW2312;UTM  17      - 4,107,607.907   766,062.996   MT  1.00047214   +1 48 19.6
 GW2312;UTM  18      - 4,107,647.674   232,678.385   MT  1.00048041   -1 48 50.4
 GW2312
 GW2312                          SUPERSEDED SURVEY CONTROL
 GW2312
 GW2312  NAD 83(1986)-  37 04 37.26927(N)    078 00 25.49432(W) AD(       ) 4
 GW2312  NAD 27      -  37 04 36.70632(N)    078 00 26.46361(W) AD(       ) 3
 GW2312
 GW2312.Superseded values are not recommended for survey control.
 GW2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2312.See file dsdata.txt to determine how the superseded data were derived.
 GW2312
 GW2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6606307608(NAD 83)
 GW2312_MARKER: 51 = TANK
 GW2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2312+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 GW2312
 GW2312  HISTORY     - Date     Condition        Report By
 GW2312  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2312  HISTORY     - 19960212 GOOD             USPSQD
 GW2312  HISTORY     - 20001207 GOOD             USPSQD
 GW2312  HISTORY     - 20010331 GOOD             NGS
 GW2312  HISTORY     - 20051031 GOOD             GEOCAC
 GW2312
 GW2312                          STATION DESCRIPTION
 GW2312
 GW2312'DESCRIBED BY US POWER SQUADRON 1996
 GW2312'RECOVERED IN GOOD CONDITION.
 GW2312
 GW2312                          STATION RECOVERY (2000)
 GW2312
 GW2312'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2312'RECOVERED IN GOOD CONDITION.
 GW2312
 GW2312                          STATION RECOVERY (2001)
 GW2312
 GW2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2312
 GW2312                          STATION RECOVERY (2005)
 GW2312
 GW2312'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GW2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2313 ***********************************************************************
 GW2313  DESIGNATION -  BLACKSTONE RAD STA WKLV MAST
 GW2313  PID         -  GW2313
 GW2313  STATE/COUNTY-  VA/NOTTOWAY
 GW2313  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW2313
 GW2313                         *CURRENT SURVEY CONTROL
 GW2313  ___________________________________________________________________
 GW2313* NAD 83(1993)-  37 03 14.99023(N)    078 01 14.16659(W)     ADJUSTED  
 GW2313* NAVD 88     -                                                        
 GW2313  ___________________________________________________________________
 GW2313  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 GW2313  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2313
 GW2313  HORZ ORDER  -  THIRD
 GW2313
 GW2313.The horizontal coordinates were established by classical geodetic methods
 GW2313.and adjusted by the National Geodetic Survey in September 1995..
 GW2313
 GW2313
 GW2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2313
 GW2313.The geoid height was determined by GEOID03.
 GW2313
 GW2313;                    North         East     Units Scale Factor Converg.
 GW2313;SPC VA S     - 1,080,101.865 3,542,639.868   MT  0.99996027   +0 17 27.5
 GW2313;SPC VA S     - 3,543,634.20 11,622,810.97   sFT  0.99996027   +0 17 27.5
 GW2313;UTM  17      - 4,105,033.917   764,939.960   MT  1.00046480   +1 47 46.8
 GW2313;UTM  18      - 4,105,149.653   231,395.116   MT  1.00048889   -1 49 16.4
 GW2313
 GW2313                          SUPERSEDED SURVEY CONTROL
 GW2313
 GW2313  NAD 83(1986)-  37 03 14.99730(N)    078 01 14.18275(W) AD(       ) 4
 GW2313  NAD 27      -  37 03 14.42813(N)    078 01 15.14799(W) AD(       ) 3
 GW2313
 GW2313.Superseded values are not recommended for survey control.
 GW2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2313.See file dsdata.txt to determine how the superseded data were derived.
 GW2313
 GW2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6494005034(NAD 83)
 GW2313_MARKER: 42 = RADIO/TV MAST
 GW2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2313+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 GW2313
 GW2313  HISTORY     - Date     Condition        Report By
 GW2313  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2313  HISTORY     - 19960212 GOOD             USPSQD
 GW2313  HISTORY     - 20001208 GOOD             USPSQD
 GW2313  HISTORY     - 20010331 GOOD             NGS
 GW2313  HISTORY     - 20050418 GOOD             GEOCAC
 GW2313
 GW2313                          STATION DESCRIPTION
 GW2313
 GW2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2313'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF BLACKSTONE.
 GW2313'
 GW2313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW2313'AND STATE HIGHWAY 40 AT THE SOUTH EDGE OF BLACKSTONE, GO
 GW2313'SOUTHERLY ON STATE HIGHWAY 40 FOR 2.0 MILES TO THE STATION
 GW2313'ON THE RIGHT.
 GW2313'
 GW2313'THE STATION IS A THREE SIDED GUYED STEEL MAST PAINTED ALTERNATE
 GW2313'RED AND WHITE AND 400 FEET IN HEIGHT.  THE POINT INTERSECTED
 GW2313'WAS THE RED LIGHT AT THE APEX.
 GW2313
 GW2313                          STATION RECOVERY (1996)
 GW2313
 GW2313'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2313'RECOVERED IN GOOD CONDITION.
 GW2313
 GW2313                          STATION RECOVERY (2000)
 GW2313
 GW2313'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2313'RECOVERED IN GOOD CONDITION.
 GW2313
 GW2313                          STATION RECOVERY (2001)
 GW2313
 GW2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2313
 GW2313                          STATION RECOVERY (2005)
 GW2313
 GW2313'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GW2313'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2295 ***********************************************************************
 GV2295  DESIGNATION -  BLACKSTONE RM 1
 GV2295  PID         -  GV2295
 GV2295  STATE/COUNTY-  VA/NOTTOWAY
 GV2295  USGS QUAD   -  BLACKSTONE EAST (1987)
 GV2295
 GV2295                         *CURRENT SURVEY CONTROL
 GV2295  ___________________________________________________________________
 GV2295* NAD 83(1986)-  37 05 58.     (N)    077 58 30.     (W)     SCALED    
 GV2295* NAVD 88     -       135.034  (meters)     443.02   (feet)  ADJUSTED  
 GV2295  ___________________________________________________________________
 GV2295  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2295  DYNAMIC HT  -         134.936 (meters)     442.70  (feet)  COMP
 GV2295  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 GV2295
 GV2295  VERT ORDER  -  SECOND    CLASS 0
 GV2295
 GV2295.The horizontal coordinates were scaled from a topographic map and have
 GV2295.an estimated accuracy of +/- 6 seconds.
 GV2295
 GV2295.The orthometric height was determined by differential leveling
 GV2295.and adjusted by the National Geodetic Survey in June 1991..
 GV2295
 GV2295.The geoid height was determined by GEOID03.
 GV2295
 GV2295.The dynamic height is computed by dividing the NAVD 88
 GV2295.geopotential number by the normal gravity value computed on the
 GV2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2295.degrees latitude (g = 980.6199 gals.).
 GV2295
 GV2295.The modeled gravity was interpolated from observed gravity values.
 GV2295
 GV2295;                    North         East    Units  Estimated Accuracy
 GV2295;SPC VA S     - 1,085,150.    3,546,670.      MT  (+/- 180 meters Scaled)
 GV2295
 GV2295                          SUPERSEDED SURVEY CONTROL
 GV2295
 GV2295  NGVD 29 (??/??/??)  135.300  (m)          443.90   (f) ADJUSTED    2 0
 GV2295
 GV2295.Superseded values are not recommended for survey control.
 GV2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2295.See file dsdata.txt to determine how the superseded data were derived.
 GV2295
 GV2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG356100(NAD 83)
 GV2295_MARKER: DR = REFERENCE MARK DISK
 GV2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2295_STAMPING: BLACKSTON NO 1 1942
 GV2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2295+STABILITY: SURFACE MOTION
 GV2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2295+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV2295
 GV2295  HISTORY     - Date     Condition        Report By
 GV2295  HISTORY     - 1942     MONUMENTED       CGS
 GV2295  HISTORY     - 1965     GOOD             CGS
 GV2295  HISTORY     - 19960105 GOOD             USPSQD
 GV2295  HISTORY     - 20001208 GOOD             USPSQD
 GV2295  HISTORY     - 20010331 GOOD             NGS
 GV2295  HISTORY     - 20060112 GOOD             USPSQD
 GV2295
 GV2295                          STATION DESCRIPTION
 GV2295
 GV2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV2295'2.1 MI NE FROM BLACKSTONE.
 GV2295'AT THE BLACKSTONE STATION SITE-- 96.0 FEET NORTH OF THE
 GV2295'STATION, 125.0 FEET EAST OF NORTHEAST LEG OF LOOKOUT TOWER, 60.0
 GV2295'FEET NORTH OF CENTER LINE OF GRADED ROAD IN A PINE GROVE,
 GV2295'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCH AND
 GV2295'IS ABOUT LEVEL WITH THE GRADED ROAD.
 GV2295
 GV2295                          STATION RECOVERY (1996)
 GV2295
 GV2295'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2295'RECOVERED IN GOOD CONDITION.
 GV2295
 GV2295                          STATION RECOVERY (2000)
 GV2295
 GV2295'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2295'RECOVERED IN GOOD CONDITION.
 GV2295
 GV2295                          STATION RECOVERY (2001)
 GV2295
 GV2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2295
 GV2295                          STATION RECOVERY (2006)
 GV2295
 GV2295'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2296 ***********************************************************************
 GV2296  DESIGNATION -  BLACKSTONE RM 2
 GV2296  PID         -  GV2296
 GV2296  STATE/COUNTY-  VA/NOTTOWAY
 GV2296  USGS QUAD   -  BLACKSTONE EAST (1987)
 GV2296
 GV2296                         *CURRENT SURVEY CONTROL
 GV2296  ___________________________________________________________________
 GV2296* NAD 83(1986)-  37 05 58.     (N)    077 58 30.     (W)     SCALED    
 GV2296* NAVD 88     -       135.405  (meters)     444.24   (feet)  ADJUSTED  
 GV2296  ___________________________________________________________________
 GV2296  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2296  DYNAMIC HT  -         135.306 (meters)     443.92  (feet)  COMP
 GV2296  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 GV2296
 GV2296  VERT ORDER  -  SECOND    CLASS 0
 GV2296
 GV2296.The horizontal coordinates were scaled from a topographic map and have
 GV2296.an estimated accuracy of +/- 6 seconds.
 GV2296
 GV2296.The orthometric height was determined by differential leveling
 GV2296.and adjusted by the National Geodetic Survey in June 1991..
 GV2296
 GV2296.The geoid height was determined by GEOID03.
 GV2296
 GV2296.The dynamic height is computed by dividing the NAVD 88
 GV2296.geopotential number by the normal gravity value computed on the
 GV2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2296.degrees latitude (g = 980.6199 gals.).
 GV2296
 GV2296.The modeled gravity was interpolated from observed gravity values.
 GV2296
 GV2296;                    North         East    Units  Estimated Accuracy
 GV2296;SPC VA S     - 1,085,150.    3,546,670.      MT  (+/- 180 meters Scaled)
 GV2296
 GV2296                          SUPERSEDED SURVEY CONTROL
 GV2296
 GV2296  NGVD 29 (??/??/??)  135.671  (m)          445.11   (f) ADJUSTED    2 0
 GV2296
 GV2296.Superseded values are not recommended for survey control.
 GV2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2296.See file dsdata.txt to determine how the superseded data were derived.
 GV2296
 GV2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG356100(NAD 83)
 GV2296_MARKER: DR = REFERENCE MARK DISK
 GV2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2296_STAMPING: BLACKSTONE NO 2 1942
 GV2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2296+STABILITY: SURFACE MOTION
 GV2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2296+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2000
 GV2296
 GV2296  HISTORY     - Date     Condition        Report By
 GV2296  HISTORY     - 1942     MONUMENTED       CGS
 GV2296  HISTORY     - 1965     GOOD             CGS
 GV2296  HISTORY     - 19960105 GOOD             USPSQD
 GV2296  HISTORY     - 20001208 GOOD             USPSQD
 GV2296  HISTORY     - 20010331 GOOD             NGS
 GV2296  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 GV2296
 GV2296                          STATION DESCRIPTION
 GV2296
 GV2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV2296'2.1 MI NE FROM BLACKSTONE.
 GV2296'AT THE BLACKSTONE STATION SITE-- 139.7 FEET EAST OF THE STATION,
 GV2296'75.0 FEET NORTHWEST OF NORTHWEST LEG OF LOOKOUT TOWER IN A PINE
 GV2296'GROVE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND
 GV2296'IS ABOUT LEVEL WITH THE GRADED ROAD.
 GV2296
 GV2296                          STATION RECOVERY (1996)
 GV2296
 GV2296'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2296'RECOVERED IN GOOD CONDITION.
 GV2296
 GV2296                          STATION RECOVERY (2000)
 GV2296
 GV2296'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2296'RECOVERED IN GOOD CONDITION.
 GV2296
 GV2296                          STATION RECOVERY (2001)
 GV2296
 GV2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2296
 GV2296                          STATION RECOVERY (2006)
 GV2296
 GV2296'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2296'AREA REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5860 ***********************************************************************
 GV5860  DESIGNATION -  BLACKSTONE VA TEL AND TEL TWR
 GV5860  PID         -  GV5860
 GV5860  STATE/COUNTY-  VA/NOTTOWAY
 GV5860  USGS QUAD   -  BLACKSTONE WEST (1981)
 GV5860
 GV5860                         *CURRENT SURVEY CONTROL
 GV5860  ___________________________________________________________________
 GV5860* NAD 83(1993)-  37 04 40.93081(N)    077 59 59.58313(W)     ADJUSTED  
 GV5860* NAVD 88     -                                                        
 GV5860  ___________________________________________________________________
 GV5860  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 GV5860  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GV5860
 GV5860  HORZ ORDER  -  THIRD
 GV5860
 GV5860.The horizontal coordinates were established by classical geodetic methods
 GV5860.and adjusted by the National Geodetic Survey in September 1995..
 GV5860
 GV5860
 GV5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5860
 GV5860.The geoid height was determined by GEOID03.
 GV5860
 GV5860;                    North         East     Units Scale Factor Converg.
 GV5860;SPC VA S     - 1,082,760.610 3,544,468.537   MT  0.99995809   +0 18 12.7
 GV5860;SPC VA S     - 3,552,357.10 11,628,810.53   sFT  0.99995809   +0 18 12.7
 GV5860;UTM  18      - 4,107,740.532   233,321.565   MT  1.00047618   -1 48 34.9
 GV5860;UTM  17      - 4,107,741.183   766,699.028   MT  1.00047632   +1 48 35.4
 GV5860
 GV5860                          SUPERSEDED SURVEY CONTROL
 GV5860
 GV5860  NAD 83(1986)-  37 04 40.93783(N)    077 59 59.59929(W) AD(       ) 4
 GV5860  NAD 27      -  37 04 40.37599(N)    078 00 00.56817(W) AD(       ) 3
 GV5860
 GV5860.Superseded values are not recommended for survey control.
 GV5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5860.See file dsdata.txt to determine how the superseded data were derived.
 GV5860
 GV5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3332207741(NAD 83)
 GV5860_MARKER: 55 = TOWER
 GV5860
 GV5860  HISTORY     - Date     Condition        Report By
 GV5860  HISTORY     - 1965     FIRST OBSERVED   CGS
 GV5860  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GV5860  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5860  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5860  HISTORY     - 20060308 MARK NOT FOUND   GEOCAC
 GV5860
 GV5860                          STATION DESCRIPTION
 GV5860
 GV5860'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5860'THE STATION IS LOCATED NEAR THE WEST EDGE OF BLACKSTONE
 GV5860'ON IRVING STREET ONE BLOCK WEST OF THE POST OFFICE.
 GV5860'
 GV5860'IT IS A BROAD THREE LEGGED MAST SUPPORTING PARABOLIC REFLECTORS
 GV5860'ON TWO SIDES, PAINTED ALTERNATE RED AND WHITE AND 100 FEET
 GV5860'IN HEIGHT.  A RED LIGHT ON THE TOP IS THE POINT INTERSECTED.
 GV5860
 GV5860                          STATION RECOVERY (1996)
 GV5860
 GV5860'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5860'MARK NOT FOUND.
 GV5860
 GV5860                          STATION RECOVERY (2000)
 GV5860
 GV5860'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5860'MARK NOT FOUND.
 GV5860
 GV5860                          STATION RECOVERY (2001)
 GV5860
 GV5860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5860'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5860
 GV5860                          STATION RECOVERY (2006)
 GV5860
 GV5860'RECOVERY NOTE BY GEOCACHING 2006 (BRW)
 GV5860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5399 ***********************************************************************
 GV5399  DESIGNATION -  BLACKWATER
 GV5399  PID         -  GV5399
 GV5399  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5399  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV5399
 GV5399                         *CURRENT SURVEY CONTROL
 GV5399  ___________________________________________________________________
 GV5399* NAD 83(1993)-  37 10 48.70308(N)    077 12 41.06657(W)     ADJUSTED  
 GV5399* NAVD 88     -        42.13   (+/-2cm)     138.2    (feet)  VERTCON   
 GV5399  ___________________________________________________________________
 GV5399  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GV5399  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GV5399
 GV5399  HORZ ORDER  -  SECOND
 GV5399  VERT ORDER  -  THIRD ? (See Below)
 GV5399
 GV5399.The horizontal coordinates were established by classical geodetic methods
 GV5399.and adjusted by the National Geodetic Survey in September 1995..
 GV5399
 GV5399.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5399.The vertical order pertains to the NGVD 29 superseded value.
 GV5399
 GV5399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5399
 GV5399.The geoid height was determined by GEOID03.
 GV5399
 GV5399;                    North         East     Units Scale Factor Converg.
 GV5399;SPC VA S     - 1,094,760.825 3,614,419.355   MT  0.99995072   +0 46 55.5
 GV5399;SPC VA S     - 3,591,727.81 11,858,307.50   sFT  0.99995072   +0 46 55.5
 GV5399;UTM  18      - 4,117,152.414   303,689.697   MT  1.00007475   -1 20 12.6
 GV5399
 GV5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5399!SPC VA S     -   0.99999870  x   0.99995072  =   0.99994942
 GV5399!UTM  18      -   0.99999870  x   1.00007475  =   1.00007345
 GV5399
 GV5399|---------------------------------------------------------------------|
 GV5399| PID    Reference Object                     Distance      Geod. Az  |
 GV5399|                                                           dddmmss.s |
 GV5399| DC5151 BLACKWATER RM 2                      26.660 METERS 15525     |
 GV5399| AJ3188 ROLANDS RESET                       APPROX.12.6 KM 1775356.2 |
 GV5399| GV5400 DISPUTANTA COLUMBIA PEANUT TK       APPROX. 6.3 KM 1973055.9 |
 GV5399| GV5404 CAMP LEE SOUTHEAST TANK             APPROX.12.7 KM 2951451.2 |
 GV5399| GV5403 CAMP LEE NORTHEAST TANK             APPROX.13.8 KM 3004557.8 |
 GV5399| GV5462 CAMP LEE EAST TANK                  APPROX.12.9 KM 3083539.8 |
 GV5399| GV5401 PRINCE GEORGE FIRE TOWER            197.623 METERS 31641     |
 GV5399| DC5149 BLACKWATER AZ MK                                   3374551.0 |
 GV5399| DC5150 BLACKWATER RM 1                      35.112 METERS 33929     |
 GV5399|---------------------------------------------------------------------|
 GV5399
 GV5399                          SUPERSEDED SURVEY CONTROL
 GV5399
 GV5399  NAD 83(1993)-  37 10 48.71749(N)    077 12 41.06868(W) AD(       ) 2
 GV5399  NAD 83(1986)-  37 10 48.70895(N)    077 12 41.08518(W) AD(       ) 2
 GV5399  NAD 27      -  37 10 48.16800(N)    077 12 42.17900(W) AD(       ) 2
 GV5399  NGVD 29 (07/19/86)   42.47   (m)          139.3    (f) LEVELING    3  
 GV5399
 GV5399.Superseded values are not recommended for survey control.
 GV5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5399.See file dsdata.txt to determine how the superseded data were derived.
 GV5399
 GV5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0369017152(NAD 83)
 GV5399_MARKER: DS = TRIANGULATION STATION DISK
 GV5399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5399
 GV5399  HISTORY     - Date     Condition        Report By
 GV5399  HISTORY     - 1941     MONUMENTED       CGS
 GV5399  HISTORY     - 1961     GOOD             CGS
 GV5399  HISTORY     - 1965     GOOD             CGS
 GV5399  HISTORY     - 19980506 GOOD             USPSQD
 GV5399
 GV5399                          STATION DESCRIPTION
 GV5399
 GV5399'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5399'STATION IS LOCATED ABOUT 4 MILES N OF DISPUTANTA, 5 MILES
 GV5399'SE OF PRINCE GEORGE COURTHOUSE, ABOUT 0.1 MILE SE OF PRINCE
 GV5399'GEORGE FOREST FIRE LOOKOUT TOWER.
 GV5399'
 GV5399'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 GV5399'CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, ABOUT
 GV5399'35 FEET W OF THE CENTER OF THE ROAD ABOUT 25 FEET NW OF
 GV5399'A TRIANGULAR BLAZE ON AN OAK TREE.  STAMPED BLACKWATER 1941.
 GV5399'
 GV5399'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 GV5399'AS DESCRIBED IN NOTE 7A.
 GV5399'
 GV5399'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 GV5399'BLOCK OF CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND,
 GV5399'ABOUT 18 FEET W OF THE CENTER OF DIRT ROAD, STAMPED BLACKWATER
 GV5399'NO. 1 1941.
 GV5399'
 GV5399'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 GV5399'BLOCK OF CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND,
 GV5399'ABOUT 45 FEET W OF THE CENTER OF ROAD, STAMPED BLACKWATER
 GV5399'NO. 2, 1941.
 GV5399'
 GV5399'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 GV5399'CONCRETE, ON THE N SIDE OF A PLOWED FIELD AND AT THE EDGE
 GV5399'OF THE BRUSH LINE, ABOUT 110 FEET E OF THE CENTER OF ROAD,
 GV5399'STAMPED BLACKWATER 1941.
 GV5399'
 GV5399'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 460 AND STATE
 GV5399'HIGHWAY 154 IN DISPUTANTA, BY GOING NW ON U.S. HIGHWAY 460
 GV5399'FOR 0.25 MILE, THEN TURN RIGHT ON PAVED ROAD AND GO NORTHERLY
 GV5399'FOR 0.25 MILE TO END OF PAVED ROAD, CONTINUE N ON GRAVEL
 GV5399'ROAD FOR 0.9 MILE TO A T-ROAD, TURN RIGHT AND GO E AND
 GV5399'N ON GRADED DIRT ROAD FOR 3.3 MILES TO T-ROADS AND STATION.
 GV5399
 GV5399                          STATION RECOVERY (1961)
 GV5399
 GV5399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5399'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GV5399'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 GV5399'NOT RECOVERED.  THE OAK TREES AT THE STATION SITE HAVE BEEN
 GV5399'REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GV5399'
 GV5399'STATION IS LOCATED ABOUT 4 MILES NORTH OF DISPUTANTA, 5
 GV5399'MILES SOUTHEAST OF PRINCE GEORGE COURTHOUSE AND 0.1 MILE
 GV5399'SOUTHEAST OF PRINCE GEORGE FIRE TOWER AND ON THE INSIDE
 GV5399'OF A CURVE FORMED BY SECONDARY STATE HIGHWAY 618.  IT IS
 GV5399'106 FEET NORTH OF THE PART OF HIGHWAY 618 RUNNING EAST AND
 GV5399'WEST, 100 FEET NORTHWEST OF THE INTERSECTION OF THE CURVE
 GV5399'AND HIGHWAY 617 RUNNING SOUTH AND 43 FEET WEST OF THE CENTER
 GV5399'OF HIGHWAY 618 RUNNING NORTH AND 2 FEET SOUTH OF A CGS WITNESS
 GV5399'SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GV5399'STAMPED BLACKWATER 1941.  (NOTE 1A, 7A).
 GV5399'
 GV5399'REFERENCE MARK NO. 1 IS 115.2 FEET NORTH OF THE STATION.
 GV5399'IT IS 26 FEET SOUTH OF A TWIN OAK TREE, 18 FEET WEST OF
 GV5399'THE CENTER OF THE ROAD AND 10 FEET EAST OF AN 18 INCH OAK
 GV5399'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GV5399'STAMPED BLACKWATER NO 1 1941.  NOTE 11A.
 GV5399'
 GV5399'REFERENCE MARK NO. 2 IS 87.47 FEET SOUTH OF THE STATION.
 GV5399'IT IS 49 FEET WEST OF THE INTERSECTION OF HIGHWAYS 618 AND
 GV5399'617, 19 FEET WEST OF A 20 INCH OAK TREE, 42 FEET WEST OF
 GV5399'A FOREST SERVICE SIGN AND 19 FEET NORTH OF THE CENTER OF
 GV5399'HIGHWAY 618 RUNNING EAST AND WEST.  THE MARK PROJECTS ABOUT
 GV5399'1 INCH AND THE DISK IS STAMPED BLACKWATER NO 2 1941.  (NOTE
 GV5399'11A).
 GV5399'
 GV5399'TO REACH THE STATION FROM STATE HIGHWAY 625 AND U.S. HIGHWAY
 GV5399'460 IN DISPUTANTA, GO NORTHWEST ON HIGHWAY 460 FOR 0.25
 GV5399'MILE TO SECONDARY STATE HIGHWAY 618.  TURN RIGHT ON HIGHWAY
 GV5399'618 AND GO 1.15 MILE TO WHERE HIGHWAY 618 TURNS RIGHT AND
 GV5399'HIGHWAY 629 STRAIGHT AHEAD.  TURN RIGHT WITH HIGHWAY 618
 GV5399'AND GO 3.3 MILES TO WHERE HIGHWAY 618 CURVES LEFT AND HIGHWAY
 GV5399'617 RIGHT AND STATION AS DESCRIBED.
 GV5399
 GV5399                          STATION RECOVERY (1965)
 GV5399
 GV5399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 GV5399'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV5399'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV5399'WITH THE FOLLOWING ADDITIONS.  STATION IS LOCATED AT THE
 GV5399'JUNCTION OF SECONDARY STATE HIGHWAYS 617 AND 618.  THE AZIMUTH
 GV5399'MARK IS 95 FEET EAST OF THE CENTER OF ROAD, 3 FEET NORTHWEST
 GV5399'OF STEEL WITNESS POST AND 1 FOOT EAST OF A 10 INCH OAK TREE.
 GV5399
 GV5399                          STATION RECOVERY (1998)
 GV5399
 GV5399'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0809 ***********************************************************************
 FY0809  DESIGNATION -  BLAIRS
 FY0809  PID         -  FY0809
 FY0809  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0809  USGS QUAD   -  BLAIRS (1990)
 FY0809
 FY0809                         *CURRENT SURVEY CONTROL
 FY0809  ___________________________________________________________________
 FY0809* NAD 83(1993)-  36 42 13.22854(N)    079 22 14.08473(W)     ADJUSTED  
 FY0809* NAVD 88     -       228.243  (meters)     748.83   (feet)  ADJUSTED  
 FY0809  ___________________________________________________________________
 FY0809  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 FY0809  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FY0809  DYNAMIC HT  -         228.057 (meters)     748.22  (feet)  COMP
 FY0809  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 FY0809
 FY0809  HORZ ORDER  -  THIRD
 FY0809  VERT ORDER  -  SECOND    CLASS 0
 FY0809
 FY0809.The horizontal coordinates were established by classical geodetic methods
 FY0809.and adjusted by the National Geodetic Survey in September 1995..
 FY0809
 FY0809.The orthometric height was determined by differential leveling
 FY0809.and adjusted by the National Geodetic Survey in June 1991..
 FY0809
 FY0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0809
 FY0809.The geoid height was determined by GEOID03.
 FY0809
 FY0809.The dynamic height is computed by dividing the NAVD 88
 FY0809.geopotential number by the normal gravity value computed on the
 FY0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0809.degrees latitude (g = 980.6199 gals.).
 FY0809
 FY0809.The modeled gravity was interpolated from observed gravity values.
 FY0809
 FY0809;                    North         East     Units Scale Factor Converg.
 FY0809;SPC VA S     - 1,041,457.263 3,422,208.794   MT  1.00001203   -0 31 42.2
 FY0809;SPC VA S     - 3,416,847.70 11,227,696.68   sFT  1.00001203   -0 31 42.2
 FY0809;UTM  17      - 4,063,237.978   645,545.778   MT  0.99986098   +0 58 26.5
 FY0809
 FY0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0809!SPC VA S     -   0.99996920  x   1.00001203  =   0.99998123
 FY0809!UTM  17      -   0.99996920  x   0.99986098  =   0.99983018
 FY0809
 FY0809|---------------------------------------------------------------------|
 FY0809| PID    Reference Object                     Distance      Geod. Az  |
 FY0809|                                                           dddmmss.s |
 FY0809| FY0808 BLAIRS RM 2                          10.214 METERS 15937     |
 FY0809| FY0812 BLAIRS 2                             22.151 METERS 24144     |
 FY0809| FY0814 BLAIRS AZ MK                                       3254721.4 |
 FY0809| FY0810 BLAIRS RM 1                           8.851 METERS 33128     |
 FY0809| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX. 4.4 KM 3444711.7 |
 FY0809|---------------------------------------------------------------------|
 FY0809
 FY0809                          SUPERSEDED SURVEY CONTROL
 FY0809
 FY0809  NAD 83(1986)-  36 42 13.23415(N)    079 22 14.08731(W) AD(       ) 3
 FY0809  NAD 27      -  36 42 12.74773(N)    079 22 15.00024(W) AD(       ) 3
 FY0809  NGVD 29 (??/??/92)  228.476  (m)          749.59   (f) ADJ UNCH    2 0
 FY0809
 FY0809.Superseded values are not recommended for survey control.
 FY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0809.See file dsdata.txt to determine how the superseded data were derived.
 FY0809
 FY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4554663238(NAD 83)
 FY0809_MARKER: DS = TRIANGULATION STATION DISK
 FY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0809_STAMPING: BLAIRS 1964
 FY0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0809+STABILITY: SURFACE MOTION
 FY0809
 FY0809  HISTORY     - Date     Condition        Report By
 FY0809  HISTORY     - 1964     MONUMENTED       CGS
 FY0809  HISTORY     - 1964     GOOD             CGS
 FY0809  HISTORY     - 1967     SEE DESCRIPTION  CGS
 FY0809  HISTORY     - 1967     POOR             NGS
 FY0809
 FY0809                          STATION DESCRIPTION
 FY0809
 FY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY0809'THE STATION IS ABOUT 9 MILES SOUTH OF CHATHAM, ABOUT 1-1/2
 FY0809'MILES NORTH OF BLAIRS AND ON THE ROAD RIGHT-OF-WAY.
 FY0809'
 FY0809'TO REACH FROM THE POST OFFICE IN BLAIRS, GO NORTH ON U.S. HIGHWAY
 FY0809'29 FOR 1.15 MILES TO THE STATION ON THE RIGHT.
 FY0809'
 FY0809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 FY0809'ON HIGHWAY 29 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 FY0809'IN A CULVERT.
 FY0809'
 FY0809'THE STATION MARK IS 87 FEET EAST OF A POWER POLE NUMBERED 153,
 FY0809'43 FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY 29 AND 2.6 FEET
 FY0809'NORTH OF A WITNESS POST AND A RIGHT-OF-WAY MARKER.  IT IS A
 FY0809'STANDARD TRIANGULATION DISK SET IN A SQUARE CONCRETE MONUMENT
 FY0809'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FY0809'BLAIRS 1964.
 FY0809'
 FY0809'REFERENCE MARK 1 IS 38 FEET EAST OF THE APPROXIMATE CENTER
 FY0809'OF HIGHWAY 29 AND 31.7 FEET NORTH OF THE WITNESS POST AND
 FY0809'RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK SET IN A SQUARE
 FY0809'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 FY0809'IS STAMPED BLAIRS NO 1 1964.
 FY0809'
 FY0809'REFERENCE MARK 2 IS 38 FEET EAST OF THE APPROXIMATE CENTER
 FY0809'OF HIGHWAY 29 AND 31 FEET SOUTH OF THE WITNESS POST AND
 FY0809'RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK SET IN A SQUARE
 FY0809'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND IS
 FY0809'STAMPED BLAIRS NO 2 1964.
 FY0809'
 FY0809'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLAIRS 1964 SET IN
 FY0809'A DRILLED HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 FY0809'CULVERT UNDER HIGHWAY 29.  IT IS 82 FEET SOUTH OF POWER POLE
 FY0809'NUMBER 159 AND 26 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY
 FY0809'29.
 FY0809
 FY0809                          STATION RECOVERY (1964)
 FY0809
 FY0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY0809'4.9 MI N FROM DANVILLE.
 FY0809'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0809'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY BY-PASS IN THE NORTH EDGE
 FY0809'OF DANVILLE TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH,
 FY0809'87 FEET EAST OF A POWER LINE POLE NUMBER 153, 43 FEET EAST OF
 FY0809'THE APPROXIMATE CENTER OF U.S. HIGHWAY 29, 33.52 NORTHWEST OF
 FY0809'RM 2, 29.03 FEET SOUTHEAST OF RM 1, 2.6 FEET NORTH OF A METAL
 FY0809'WITNESS SIGN AND IS ABOUT 3 FEET ABOVE THE HIGHWAY.
 FY0809
 FY0809                          STATION RECOVERY (1967)
 FY0809
 FY0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 FY0809'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FY0809'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS WERE
 FY0809'IN THE CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS SO A NEW
 FY0809'STATION, BLAIRS 2, AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 FY0809'STATION MARK WAS LEFT IN POSITION BUT WILL BE DESTROYED BY
 FY0809'THE CONSTRUCTION IN THE NEAR FUTURE.  THE REFERENCE MARKS
 FY0809'WERE DESTROYED AT THIS TIME.
 FY0809'
 FY0809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.9 MILES
 FY0809'NORTH
 FY0809
 FY0809                          STATION RECOVERY (1967)
 FY0809
 FY0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY0809'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0812 ***********************************************************************
 FY0812  DESIGNATION -  BLAIRS 2
 FY0812  PID         -  FY0812
 FY0812  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0812  USGS QUAD   -  BLAIRS (1990)
 FY0812
 FY0812                         *CURRENT SURVEY CONTROL
 FY0812  ___________________________________________________________________
 FY0812* NAD 83(1993)-  36 42 12.88821(N)    079 22 14.87072(W)     ADJUSTED  
 FY0812* NAVD 88     -       227.505  (meters)     746.41   (feet)  ADJUSTED  
 FY0812  ___________________________________________________________________
 FY0812  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 FY0812  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FY0812  DYNAMIC HT  -         227.319 (meters)     745.80  (feet)  COMP
 FY0812  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 FY0812
 FY0812  HORZ ORDER  -  THIRD
 FY0812  VERT ORDER  -  FIRST     CLASS II
 FY0812
 FY0812.The horizontal coordinates were established by classical geodetic methods
 FY0812.and adjusted by the National Geodetic Survey in September 1995..
 FY0812.No horizontal observational check was made to the station.
 FY0812
 FY0812.The orthometric height was determined by differential leveling
 FY0812.and adjusted by the National Geodetic Survey in June 1991..
 FY0812
 FY0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0812
 FY0812.The geoid height was determined by GEOID03.
 FY0812
 FY0812.The dynamic height is computed by dividing the NAVD 88
 FY0812.geopotential number by the normal gravity value computed on the
 FY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0812.degrees latitude (g = 980.6199 gals.).
 FY0812
 FY0812.The modeled gravity was interpolated from observed gravity values.
 FY0812
 FY0812;                    North         East     Units Scale Factor Converg.
 FY0812;SPC VA S     - 1,041,446.952 3,422,189.188   MT  1.00001205   -0 31 42.6
 FY0812;SPC VA S     - 3,416,813.88 11,227,632.36   sFT  1.00001205   -0 31 42.6
 FY0812;UTM  17      - 4,063,227.158   645,526.453   MT  0.99986091   +0 58 26.1
 FY0812
 FY0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0812!SPC VA S     -   0.99996931  x   1.00001205  =   0.99998136
 FY0812!UTM  17      -   0.99996931  x   0.99986091  =   0.99983023
 FY0812
 FY0812|---------------------------------------------------------------------|
 FY0812| PID    Reference Object                     Distance      Geod. Az  |
 FY0812|                                                           dddmmss.s |
 FY0812| FY0809 BLAIRS                               22.151 METERS 06144     |
 FY0812| FY0811 BLAIRS 2 RM 3                                      15418     |
 FY0812| FY0814 BLAIRS AZ MK                                       3290251.7 |
 FY0812| FY0813 BLAIRS 2 RM 4                                      33013     |
 FY0812| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX. 4.4 KM 3450353.4 |
 FY0812|---------------------------------------------------------------------|
 FY0812
 FY0812                          SUPERSEDED SURVEY CONTROL
 FY0812
 FY0812  NAD 83(1986)-  36 42 12.89382(N)    079 22 14.87331(W) AD(       ) 3
 FY0812  NAD 27      -  36 42 12.40745(N)    079 22 15.78620(W) AD(       ) 3
 FY0812  NGVD 29 (??/??/??)  227.74   (m)          747.2    (f) RESET       3  
 FY0812
 FY0812.Superseded values are not recommended for survey control.
 FY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0812.See file dsdata.txt to determine how the superseded data were derived.
 FY0812
 FY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4552663227(NAD 83)
 FY0812_MARKER: DS = TRIANGULATION STATION DISK
 FY0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0812_STAMPING: BLAIRS 2 1967 BM RESET
 FY0812_MARK LOGO: CGS   
 FY0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0812+STABILITY: SURFACE MOTION
 FY0812
 FY0812  HISTORY     - Date     Condition        Report By
 FY0812  HISTORY     - 1967     MONUMENTED       CGS
 FY0812  HISTORY     - 1967     GOOD             CGS
 FY0812  HISTORY     - 1983     GOOD             NGS
 FY0812
 FY0812                          STATION DESCRIPTION
 FY0812
 FY0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCB)
 FY0812'STATION IS LOCATED ABOUT 9 MILES SOUTH OF CHATHAM, ABOUT 1-1/2
 FY0812'MILES NORTH OF BLAIRS AND ON THE RIGHT OF WAY OF U.S. HIGHWAY
 FY0812'29.  STATION IS 34 FEET WEST OF THE APPROXIMATE CENTER OF
 FY0812'U.S. HIGHWAY 29 (TO BE SOUTHBOUND LANE), 34 FEET SOUTHEAST OF
 FY0812'UTILITY POLE NUMBER 153, 6 FEET EAST OF CONCRETE HIGHWAY
 FY0812'RIGHT OF WAY MARKER AND 0.8 FOOT SOUTH OF STEEL WITNESS POST.
 FY0812'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FY0812'BLAIRS 2 1967 BM RESET.
 FY0812'
 FY0812'TO REACH STATION FROM THE POST OFFICE IN BLAIRS GO NORTH ON
 FY0812'U.S. HIGHWAY 29 FOR 1.15 MILES TO STATION ON THE LEFT AS
 FY0812'DESCRIBED.  CONTINUE NORTHERLY FOR 0.2 MILE TO THE AZIMUTH
 FY0812'MARK ON THE LEFT AS DESCRIBED.
 FY0812'
 FY0812'REFERENCE MARK NO. 3 IS 34 FEET WEST OF THE CENTERLINE OF U.S.
 FY0812'HIGHWAY 29 AND ON THE RIGHT OF WAY.  THE MARK IS FLUSH WITH THE
 FY0812'GROUND AND THE DISK IS STAMPED BLAIRS 2 NO 3 1967 BM RESET.
 FY0812'
 FY0812'REFERENCE MARK NO. 4 IS 35 FEET WEST OF THE CENTERLINE OF U.S.
 FY0812'HIGHWAY 29, 7 FEET EAST OF UTILITY POLE NUMBER 153 AND 3 FEET
 FY0812'SOUTHWEST OF POLE GUY WIRE.  THE MARK IS FLUSH WITH THE GROUND
 FY0812'AND THE DISK IS STAMPED BLAIRS 2 NO 4 1967 BM RESET.
 FY0812'
 FY0812'AZIMUTH MARK IS 82 FEET SOUTH OF UTILITY POLE NUMBER 159 AND
 FY0812'26 FEET WEST OF THE APPROXIMATE CENTER OF SOUTHBOUND LANE OF
 FY0812'U.S. HIGHWAY 29.  THE DISK IS CEMENTED FLUSH IN A DRILL
 FY0812'HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT
 FY0812'AND IS STAMPED BLAIRS 1964.
 FY0812
 FY0812                          STATION RECOVERY (1967)
 FY0812
 FY0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FY0812'4.9 MI N FROM DANVILLE.
 FY0812'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF
 FY0812'U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS IN THE NORTH EDGE OF
 FY0812'DANVILLE TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 FY0812'POST, FLUSH WITH THE GROUND, 34 FEET WEST OF THE APPROXIMATE
 FY0812'CENTER OF THE HIGHWAY, 34 FEET SOUTHEAST OF UTILITY POLE NUMBER
 FY0812'153, 6 FEET EAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER AND
 FY0812'0.8 FOOT SOUTH OF A STEEL WITNESS POST.
 FY0812
 FY0812                          STATION RECOVERY (1983)
 FY0812
 FY0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0811 ***********************************************************************
 FY0811  DESIGNATION -  BLAIRS 2 RM 3
 FY0811  PID         -  FY0811
 FY0811  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0811  USGS QUAD   -  BLAIRS (1990)
 FY0811
 FY0811                         *CURRENT SURVEY CONTROL
 FY0811  ___________________________________________________________________
 FY0811* NAD 83(1986)-  36 42 12.     (N)    079 22 15.     (W)     SCALED    
 FY0811* NAVD 88     -       227.436  (meters)     746.18   (feet)  ADJUSTED  
 FY0811  ___________________________________________________________________
 FY0811  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FY0811  DYNAMIC HT  -         227.250 (meters)     745.57  (feet)  COMP
 FY0811  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 FY0811
 FY0811  VERT ORDER  -  FIRST     CLASS II
 FY0811
 FY0811.The horizontal coordinates were scaled from a topographic map and have
 FY0811.an estimated accuracy of +/- 6 seconds.
 FY0811
 FY0811.The orthometric height was determined by differential leveling
 FY0811.and adjusted by the National Geodetic Survey in June 1991..
 FY0811
 FY0811.The geoid height was determined by GEOID03.
 FY0811
 FY0811.The dynamic height is computed by dividing the NAVD 88
 FY0811.geopotential number by the normal gravity value computed on the
 FY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0811.degrees latitude (g = 980.6199 gals.).
 FY0811
 FY0811.The modeled gravity was interpolated from observed gravity values.
 FY0811
 FY0811;                    North         East    Units  Estimated Accuracy
 FY0811;SPC VA S     - 1,041,420.    3,422,190.      MT  (+/- 180 meters Scaled)
 FY0811
 FY0811                          SUPERSEDED SURVEY CONTROL
 FY0811
 FY0811  NGVD 29 (??/??/??)  227.67   (m)          746.9    (f) RESET       3  
 FY0811
 FY0811.Superseded values are not recommended for survey control.
 FY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0811.See file dsdata.txt to determine how the superseded data were derived.
 FY0811
 FY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA455632(NAD 83)
 FY0811_MARKER: DR = REFERENCE MARK DISK
 FY0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0811_STAMPING: BLAIRS 2 NO 3 1967 BM RESET
 FY0811_MARK LOGO: CGS   
 FY0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0811+STABILITY: SURFACE MOTION
 FY0811
 FY0811  HISTORY     - Date     Condition        Report By
 FY0811  HISTORY     - 1967     MONUMENTED       CGS
 FY0811  HISTORY     - 1983     GOOD             NGS
 FY0811
 FY0811                          STATION DESCRIPTION
 FY0811
 FY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY0811'4.9 MI N FROM DANVILLE.
 FY0811'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF
 FY0811'U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS IN THE NORTH EDGE OF
 FY0811'DANVILLE TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 FY0811'POST, FLUSH WITH THE GROUND, 42.72 FEET SOUTH OF TRIANGULATION
 FY0811'STATION BLAIRS 2 AND 34 FEET WEST OF THE CENTERLINE OF THE
 FY0811'HIGHWAY.
 FY0811
 FY0811                          STATION RECOVERY (1983)
 FY0811
 FY0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0813 ***********************************************************************
 FY0813  DESIGNATION -  BLAIRS 2 RM 4
 FY0813  PID         -  FY0813
 FY0813  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0813  USGS QUAD   -  BLAIRS (1990)
 FY0813
 FY0813                         *CURRENT SURVEY CONTROL
 FY0813  ___________________________________________________________________
 FY0813* NAD 83(1986)-  36 42 12.     (N)    079 22 15.     (W)     SCALED    
 FY0813* NAVD 88     -       227.397  (meters)     746.05   (feet)  ADJUSTED  
 FY0813  ___________________________________________________________________
 FY0813  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FY0813  DYNAMIC HT  -         227.211 (meters)     745.44  (feet)  COMP
 FY0813  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 FY0813
 FY0813  VERT ORDER  -  FIRST     CLASS II
 FY0813
 FY0813.The horizontal coordinates were scaled from a topographic map and have
 FY0813.an estimated accuracy of +/- 6 seconds.
 FY0813
 FY0813.The orthometric height was determined by differential leveling
 FY0813.and adjusted by the National Geodetic Survey in June 1991..
 FY0813
 FY0813.The geoid height was determined by GEOID03.
 FY0813
 FY0813.The dynamic height is computed by dividing the NAVD 88
 FY0813.geopotential number by the normal gravity value computed on the
 FY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0813.degrees latitude (g = 980.6199 gals.).
 FY0813
 FY0813.The modeled gravity was interpolated from observed gravity values.
 FY0813
 FY0813;                    North         East    Units  Estimated Accuracy
 FY0813;SPC VA S     - 1,041,420.    3,422,190.      MT  (+/- 180 meters Scaled)
 FY0813
 FY0813                          SUPERSEDED SURVEY CONTROL
 FY0813
 FY0813.No superseded survey control is available for this station.
 FY0813
 FY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA455632(NAD 83)
 FY0813_MARKER: DR = REFERENCE MARK DISK
 FY0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0813_STAMPING: BLAIRS 2 NO 4 BM RESET
 FY0813_MARK LOGO: CGS   
 FY0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0813+STABILITY: SURFACE MOTION
 FY0813
 FY0813  HISTORY     - Date     Condition        Report By
 FY0813  HISTORY     - 1967     MONUMENTED       CGS
 FY0813  HISTORY     - 1967     GOOD             NGS
 FY0813  HISTORY     - 1983     GOOD             NGS
 FY0813
 FY0813                          STATION DESCRIPTION
 FY0813
 FY0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY0813'4.9 MI N FROM DANVILLE.
 FY0813'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0813'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS IN THE NORTH EDGE
 FY0813'OF DANVILLE TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 FY0813'POST, FLUSH WITH THE GROUND, 32.31 FEET NORTH OF TRIANGULATION
 FY0813'STATION BLAIRS 2, 35 FEET WEST OF THE CENTERLINE OF HIGHWAY, 7 FEET
 FY0813'EAST OF UTILITY POLE NUMBER 153 AND 3 FEET SOUTHWEST OF GUY WIRE.
 FY0813
 FY0813                          STATION RECOVERY (1983)
 FY0813
 FY0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0814 ***********************************************************************
 FY0814  DESIGNATION -  BLAIRS AZ MK
 FY0814  PID         -  FY0814
 FY0814  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0814  USGS QUAD   -  BLAIRS (1990)
 FY0814
 FY0814                         *CURRENT SURVEY CONTROL
 FY0814  ___________________________________________________________________
 FY0814* NAD 83(1986)-  36 42 20.     (N)    079 22 22.     (W)     SCALED    
 FY0814* NAVD 88     -       222.606  (meters)     730.33   (feet)  ADJUSTED  
 FY0814  ___________________________________________________________________
 FY0814  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0814  DYNAMIC HT  -         222.424 (meters)     729.74  (feet)  COMP
 FY0814  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 FY0814
 FY0814  VERT ORDER  -  SECOND    CLASS 0
 FY0814
 FY0814.The horizontal coordinates were scaled from a topographic map and have
 FY0814.an estimated accuracy of +/- 6 seconds.
 FY0814
 FY0814.The orthometric height was determined by differential leveling
 FY0814.and adjusted by the National Geodetic Survey in June 1991..
 FY0814
 FY0814.The geoid height was determined by GEOID03.
 FY0814
 FY0814.The dynamic height is computed by dividing the NAVD 88
 FY0814.geopotential number by the normal gravity value computed on the
 FY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0814.degrees latitude (g = 980.6199 gals.).
 FY0814
 FY0814.The modeled gravity was interpolated from observed gravity values.
 FY0814
 FY0814;                    North         East    Units  Estimated Accuracy
 FY0814;SPC VA S     - 1,041,670.    3,422,010.      MT  (+/- 180 meters Scaled)
 FY0814
 FY0814                          SUPERSEDED SURVEY CONTROL
 FY0814
 FY0814  NGVD 29 (??/??/92)  222.839  (m)          731.10   (f) ADJ UNCH    2 0
 FY0814
 FY0814.Superseded values are not recommended for survey control.
 FY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0814.See file dsdata.txt to determine how the superseded data were derived.
 FY0814
 FY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA453634(NAD 83)
 FY0814_MARKER: DZ = AZIMUTH MARK DISK
 FY0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0814_SP_SET: CULVERT
 FY0814_STAMPING: BLAIRS 1964
 FY0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0814
 FY0814  HISTORY     - Date     Condition        Report By
 FY0814  HISTORY     - 1964     MONUMENTED       CGS
 FY0814  HISTORY     - 1967     GOOD             NGS
 FY0814  HISTORY     - 1983     MARK NOT FOUND   NGS
 FY0814
 FY0814                          STATION DESCRIPTION
 FY0814
 FY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0814'5.1 MI N FROM DANVILLE.
 FY0814'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0814'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS IN THE NORTH
 FY0814'EDGE OF DANVILLE TO THE MARK SET IN THE WEST HEADWALL OF A CONCRETE
 FY0814'CULVERT, 82 FEET SOUTH OF POWER LINE POLE NUMBER 159, 26 FEET
 FY0814'WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 29 AND IS ABOUT
 FY0814'LEVEL WITH THE HIGHWAY.
 FY0814
 FY0814                          STATION RECOVERY (1967)
 FY0814
 FY0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY0814'RECOVERED IN GOOD CONDITION.
 FY0814
 FY0814                          STATION RECOVERY (1983)
 FY0814
 FY0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0814'NOT RECOVERED, CONSIDER DESTROYED, NEW CULVERT AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0757 ***********************************************************************
 FW0757  DESIGNATION -  BLAKE
 FW0757  PID         -  FW0757
 FW0757  STATE/COUNTY-  VA/ACCOMACK
 FW0757  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0757
 FW0757                         *CURRENT SURVEY CONTROL
 FW0757  ___________________________________________________________________
 FW0757* NAD 83(1993)-  37 57 01.17957(N)    075 21 28.80206(W)     ADJUSTED  
 FW0757* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0757  ___________________________________________________________________
 FW0757  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FW0757  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW0757
 FW0757  HORZ ORDER  -  THIRD
 FW0757
 FW0757.The horizontal coordinates were established by classical geodetic methods
 FW0757.and adjusted by the National Geodetic Survey in November 1994..
 FW0757
 FW0757.The orthometric height was scaled from a topographic map.
 FW0757
 FW0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0757
 FW0757.The geoid height was determined by GEOID03.
 FW0757
 FW0757;                    North         East     Units Scale Factor Converg.
 FW0757;SPC VA S     - 1,184,047.213 3,776,103.788   MT  0.99999706   +1 54 25.0
 FW0757;SPC VA S     - 3,884,661.56 12,388,767.18   sFT  0.99999706   +1 54 25.0
 FW0757;UTM  18      - 4,200,364.224   468,547.267   MT  0.99961218   -0 13 12.6
 FW0757
 FW0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0757!SPC VA S     -   1.00000561  x   0.99999706  =   1.00000267
 FW0757!UTM  18      -   1.00000561  x   0.99961218  =   0.99961779
 FW0757
 FW0757:                Primary Azimuth Mark                     Grid Az
 FW0757:SPC VA S     -  KILLICK SHOAL LIGHTHOUSE                 255 13 19.0
 FW0757:UTM  18      -  KILLICK SHOAL LIGHTHOUSE                 257 20 56.6
 FW0757
 FW0757|---------------------------------------------------------------------|
 FW0757| PID    Reference Object                     Distance      Geod. Az  |
 FW0757|                                                           dddmmss.s |
 FW0757| FW0819 KILLICK SHOAL LIGHTHOUSE            APPROX. 1.8 KM 2570744.0 |
 FW0757|---------------------------------------------------------------------|
 FW0757
 FW0757                          SUPERSEDED SURVEY CONTROL
 FW0757
 FW0757  NAD 83(1993)-  37 57 01.17731(N)    075 21 28.80474(W) AD(       ) 3
 FW0757  NAD 83(1986)-  37 57 01.17463(N)    075 21 28.83816(W) AD(       ) 3
 FW0757  NAD 27      -  37 57 00.72854(N)    075 21 30.12776(W) AD(       ) 3
 FW0757
 FW0757.Superseded values are not recommended for survey control.
 FW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0757.See file dsdata.txt to determine how the superseded data were derived.
 FW0757
 FW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6854700364(NAD 83)
 FW0757_MARKER: Z = SEE DESCRIPTION
 FW0757_SETTING: 0 = UNSPECIFIED SETTING
 FW0757
 FW0757  HISTORY     - Date     Condition        Report By
 FW0757  HISTORY     - 1933     MONUMENTED       VACF
 FW0757  HISTORY     - 1942     GOOD             CGS
 FW0757  HISTORY     - 1961     GOOD             CGS
 FW0757  HISTORY     - 1962     GOOD             CGS
 FW0757
 FW0757                          STATION DESCRIPTION
 FW0757
 FW0757'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0757'ON BLAKES POINT A SHORT DISTANCE BACK OF A SMALL MACHINE
 FW0757'SHOP AND MARINE RAILWAY AND ABOUT 2 YARDS NE OF THE ROAD
 FW0757'LEADING TO THE SAME, MARKED BY A CONCRETE MONUMENT EXTENDING
 FW0757'A FEW INCHES ABOVE THE MARSH.
 FW0757'
 FW0757'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0757
 FW0757                          STATION RECOVERY (1942)
 FW0757
 FW0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0757'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE
 FW0757'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW0757'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW0757'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW0757'
 FW0757'THE MACHINE SHOP, RAILWAY AND ROAD MENTIONED IN THE ORIGINAL
 FW0757'DESCRIPTION HAVE BEEN DESTROYED.
 FW0757'
 FW0757'THE STATION IS LOCATED ON BLAKES POINT ON THE WESTERN SHORE
 FW0757'OF CHINCOTEAGUE ISLAND, 1.7 MILES NE OF THE FIRE STATION IN
 FW0757'CHINCOTEAGUE, VIRGINIA, ALONG MAIN STREET, ABOUT 300 METERS
 FW0757'NW OF MAIN STREET, 14.8 FEET NE OF A SMALL DRAIN, 76.8 FEET
 FW0757'N OF THE CENTER OF A PILE OF OYSTER SHELLS, 73.5 FEET W OF THE
 FW0757'CENTER OF A SMALL WATER HOLE, 51.8 FEET NE OF MEAN HIGH
 FW0757'WATER AND 60.4 FEET SE OF MEAN HIGH WATER.
 FW0757'
 FW0757'THE STATION MARK IS A COMMISSION OF FISHERIES OF VIRGINIA,
 FW0757'10-INCH SQUARE CONCRETE MONUMENT WITH A 1 1/2-INCH PIPE SET
 FW0757'IN THE CENTER OF THE MONUMENT WHICH EXTENDS ABOUT 1-1/4
 FW0757'INCHES ABOVE THE TOP.  THE MONUMENT IS 2 INCHES BELOW THE SURFACE
 FW0757'OF THE MARSH.  THE STATION IS IN GOOD CONDITION.
 FW0757
 FW0757                          STATION RECOVERY (1961)
 FW0757
 FW0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0757'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS NOW 28 FEET
 FW0757'NORTHEAST OF THE MHWL AND AT THE NORTH END OF A SHELL DEPOSIT
 FW0757'ALONG THE EDGE OF THE MARSH.  A 1 INCH IRON PIPE IS DRIVEN IN
 FW0757'THE MARSH BESIDE THE STATION.
 FW0757'
 FW0757'THE 1942 RECOVERY NOTE IS ADEQUATE FOR REACHING THE STATION
 FW0757'SITE.
 FW0757
 FW0757                          STATION RECOVERY (1962)
 FW0757
 FW0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0757'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1942 RECOVERY
 FW0757'NOTE BY W.D.P., WITH THE FOLLOWING EXCEPTIONS--THE STATION
 FW0757'IS NOW 4 FEET EAST OF A BEACH COVERED WITH OYSTER SHELLS, 33
 FW0757'FEET WNW OF A SMALL WATER HOLE, 51 FEET N OF THE NE CORNER
 FW0757'OF AN OLD SCAFFOLD, 52 FEET NNE OF A PILEING POST WITH A
 FW0757'SKID POLE EXTENDING INTO THE COVE, 97 FEET NNE OF AN OLD
 FW0757'BULKHEAD AT THE END OF THE OYSTER SHELL BEACH AND 82 FEET
 FW0757'SE OF THE EXTREME POINT OF LAND.  THE STATION HAS A 1-INCH
 FW0757'GALVANIZED PIPE DRIVEN INTO THE MARSH BESIDE IT.
 FW0757'
 FW0757'THE MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0758 ***********************************************************************
 FW0758  DESIGNATION -  BLAKE
 FW0758  PID         -  FW0758
 FW0758  STATE/COUNTY-  VA/ACCOMACK
 FW0758  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0758
 FW0758                         *CURRENT SURVEY CONTROL
 FW0758  ___________________________________________________________________
 FW0758* NAD 83(1993)-  37 57 08.88355(N)    075 21 24.19862(W)     ADJUSTED  
 FW0758* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0758  ___________________________________________________________________
 FW0758  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FW0758  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FW0758
 FW0758  HORZ ORDER  -  THIRD
 FW0758
 FW0758.The horizontal coordinates were established by classical geodetic methods
 FW0758.and adjusted by the National Geodetic Survey in November 1994..
 FW0758
 FW0758.The orthometric height was scaled from a topographic map.
 FW0758
 FW0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0758
 FW0758.The geoid height was determined by GEOID03.
 FW0758
 FW0758;                    North         East     Units Scale Factor Converg.
 FW0758;SPC VA S     - 1,184,288.351 3,776,208.209   MT  0.99999744   +1 54 27.8
 FW0758;SPC VA S     - 3,885,452.70 12,389,109.77   sFT  0.99999744   +1 54 27.8
 FW0758;UTM  18      - 4,200,601.229   468,660.522   MT  0.99961210   -0 13 09.8
 FW0758
 FW0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0758!SPC VA S     -   1.00000545  x   0.99999744  =   1.00000289
 FW0758!UTM  18      -   1.00000545  x   0.99961210  =   0.99961755
 FW0758
 FW0758|---------------------------------------------------------------------|
 FW0758| PID    Reference Object                     Distance      Geod. Az  |
 FW0758|                                                           dddmmss.s |
 FW0758| DC7844 BLAKE RM 1                           30.930 METERS 06826     |
 FW0758| DC7845 BLAKE RM 2                           29.340 METERS 13213     |
 FW0758| FW0843 WIRE                                APPROX. 3.8 KM 2521855.0 |
 FW0758|---------------------------------------------------------------------|
 FW0758
 FW0758                          SUPERSEDED SURVEY CONTROL
 FW0758
 FW0758  NAD 83(1993)-  37 57 08.88126(N)    075 21 24.20111(W) AD(       ) 3
 FW0758  NAD 83(1986)-  37 57 08.87856(N)    075 21 24.23477(W) AD(       ) 3
 FW0758  NAD 27      -  37 57 08.43208(N)    075 21 25.52549(W) AD(       ) 3
 FW0758
 FW0758.Superseded values are not recommended for survey control.
 FW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0758.See file dsdata.txt to determine how the superseded data were derived.
 FW0758
 FW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6866100601(NAD 83)
 FW0758_MARKER: DS = TRIANGULATION STATION DISK
 FW0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0758
 FW0758  HISTORY     - Date     Condition        Report By
 FW0758  HISTORY     - 1934     MONUMENTED       CGS
 FW0758  HISTORY     - 1942     GOOD             CGS
 FW0758  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0758
 FW0758                          STATION DESCRIPTION
 FW0758
 FW0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0758'STATION IS ON THE W SHORE OF CHINCOTEAGUE ISLAND APPROXIMATELY
 FW0758'1-3/4 MILES N OF HIGHWAY BRIDGE, ON POINT OF LAND ON N SIDE
 FW0758'OF A SMALL INLET KNOWN LOCALLY AS BLAKES COVE.  STATION IS
 FW0758'7 METERS FROM HIGH WATER TO SOUTHWARD AND 20 METERS FROM
 FW0758'END OF POINT.
 FW0758'
 FW0758'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 FW0758'IN CONCRETE.
 FW0758'
 FW0758'ADJACENT STATIONS IN SCHEME CAN BE SEEN FROM THE GROUND
 FW0758'WITH EXCEPTION OF WILDCAT.  IN ORDER TO OBSERVE THIS LINE,
 FW0758'A 75-FOOT POLE WAS ERECTED AT BLAKE.  THIS WAS OBSERVED
 FW0758'FROM A HEIGHT OF 20 FEET AT WILDCAT.
 FW0758'
 FW0758'STATION CAN BE REACHED EITHER BY BOAT OR BY DRIVING N FROM
 FW0758'CHINCOTEAGUE TO RESIDENCE OF F.L. DERRICKSON, TURNING LEFT
 FW0758'INTO HIS DRIVEWAY AND CONTINUING TO END OF DRIVE, AND THEN
 FW0758'WALKING SHORT DISTANCE TO END OF POINT.
 FW0758
 FW0758                          STATION RECOVERY (1942)
 FW0758
 FW0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0758'THE STATION IS LOCATED ON THE W SHORE OF CHINCOTEAGUE ISLAND,
 FW0758'APPROXIMATELY 1-3/4 MILES N OF HIGHWAY BRIDGE ACROSS CHINCOTEAGUE
 FW0758'CHANNEL, ON A POINT OF LAND ON THE N SIDE OF A SMALL INLET
 FW0758'KNOWN LOCALLY AS BLAKES COVE, 19.3 METERS E OF THE POINT,
 FW0758'7.0 METERS N OF MEAN HIGH WATER, 33.0 METERS S OF MEAN HIGH
 FW0758'WATER AND 65.7 METERS NW OF THE NW CORNER OF A SMALL COVE.
 FW0758'STATION IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED
 FW0758'BLAKE 1934, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 FW0758'MONUMENT, WHICH EXTENDS 7 INCHES ABOVE THE GROUND, AND IS IN
 FW0758'GOOD CONDITION.
 FW0758'
 FW0758'REFERENCE MARK NO. 1 LIES 30.930 METERS E OF THE STATION,
 FW0758'31.820 METERS NE OF REFERENCE MARK NO. 2, 17.2 METERS SW OF
 FW0758'THE EDGE OF THE MARSH.  THE MARK IS A BRONZE DISK REFERENCE
 FW0758'MARK, STAMPED BLAKE 1934 R.M. NO. 1, SET IN THE TOP OF A
 FW0758'6-INCH CONCRETE MONUMENT, WHICH EXTENDS 8 INCHES ABOVE THE
 FW0758'GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0758'
 FW0758'REFERENCE MARK NO. 2 LIES 29.340 METERS SE OF THE STATION,
 FW0758'31.820 METERS SW OF REFERENCE MARK NO. 1, 8.4 METERS E OF
 FW0758'THE EDGE OF THE MARSH.  THE MARK IS A BRONZE DISK REFERENCE
 FW0758'MARK, STAMPED BLAKE R.M. NO. 2 1934, SET IN THE TOP OF A
 FW0758'6-INCH CONCRETE MONUMENT, WHICH EXTENDS 6 INCHES ABOVE THE
 FW0758'GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0758
 FW0758                          STATION RECOVERY (1961)
 FW0758
 FW0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0758'LOST.  STATION AND R.M. 1 APPEAR TO HAVE BEEN DESTROYED BY
 FW0758'EROSION.  R.M. 2 WAS RECOCERED IN GOOD CONDITION.  R.M. 2 IS
 FW0758'NOW 55 FEET NORTHEAST OF THE MHWL.  THE 1942 RECOVERY NOTE
 FW0758'IS ADEQUATE FOR REACHING THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8342 ***********************************************************************
 HV8342  DESIGNATION -  BLAKE
 HV8342  PID         -  HV8342
 HV8342  STATE/COUNTY-  VA/FAIRFAX
 HV8342  USGS QUAD   -  FAIRFAX (1994)
 HV8342
 HV8342                         *CURRENT SURVEY CONTROL
 HV8342  ___________________________________________________________________
 HV8342* NAD 83(1993)-  38 45 49.73278(N)    077 18 38.68317(W)     ADJUSTED  
 HV8342* NAVD 88     -       114.085  (meters)     374.29   (feet)  ADJUSTED  
 HV8342  ___________________________________________________________________
 HV8342  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV8342  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV8342  DYNAMIC HT  -         114.021 (meters)     374.08  (feet)  COMP
 HV8342  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 HV8342
 HV8342  HORZ ORDER  -  SECOND
 HV8342  VERT ORDER  -  THIRD
 HV8342
 HV8342.The horizontal coordinates were established by classical geodetic methods
 HV8342.and adjusted by the National Geodetic Survey in November 1994..
 HV8342.No horizontal observational check was made to the station.
 HV8342
 HV8342.The orthometric height was determined by differential leveling
 HV8342.and adjusted by the National Geodetic Survey in September 2004..
 HV8342
 HV8342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8342
 HV8342.The geoid height was determined by GEOID03.
 HV8342
 HV8342.The dynamic height is computed by dividing the NAVD 88
 HV8342.geopotential number by the normal gravity value computed on the
 HV8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8342.degrees latitude (g = 980.6199 gals.).
 HV8342
 HV8342.The modeled gravity was interpolated from observed gravity values.
 HV8342
 HV8342;                    North         East     Units Scale Factor Converg.
 HV8342;SPC VA N     - 2,122,452.043 3,603,354.586   MT  0.99995164   +0 44 32.0
 HV8342;SPC VA N     - 6,963,411.41 11,822,005.84   sFT  0.99995164   +0 44 32.0
 HV8342;UTM  18      - 4,293,102.939   299,233.123   MT  1.00009637   -1 26 50.2
 HV8342
 HV8342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8342!SPC VA N     -   0.99998711  x   0.99995164  =   0.99993875
 HV8342!UTM  18      -   0.99998711  x   1.00009637  =   1.00008348
 HV8342
 HV8342                          SUPERSEDED SURVEY CONTROL
 HV8342
 HV8342  NAD 83(1993)-  38 45 49.73138(N)    077 18 38.68836(W) AD(       ) 2
 HV8342  NAD 83(1986)-  38 45 49.73176(N)    077 18 38.69642(W) AD(       ) 2
 HV8342  NGVD 29 (01/12/90)  114.     (m)          374.     (f) VERT ANG       
 HV8342
 HV8342.Superseded values are not recommended for survey control.
 HV8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8342.See file dsdata.txt to determine how the superseded data were derived.
 HV8342
 HV8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9923393103(NAD 83)
 HV8342_MARKER: DD = SURVEY DISK
 HV8342_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8342_SP_SET: IRREGULAR CONCRETE MASS
 HV8342_STAMPING: BLAKE 1969
 HV8342_MARK LOGO: VA-059
 HV8342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8342+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 HV8342
 HV8342  HISTORY     - Date     Condition        Report By
 HV8342  HISTORY     - 1969     MONUMENTED       VA-059
 HV8342  HISTORY     - 1969     GOOD             VA-059
 HV8342  HISTORY     - 1974     GOOD             VA-059
 HV8342  HISTORY     - 19920120 GOOD             MSI
 HV8342  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8342  HISTORY     - 20031002 GOOD             GEOCAC
 HV8342
 HV8342                          STATION DESCRIPTION
 HV8342
 HV8342'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8342'THE STATION WAS RECOVERED IN GOOD CONDITION AND A DESCRIPTION
 HV8342'FOLLOWS.
 HV8342'
 HV8342'THE STATION IS LOCATED ON THE BURKE LAKE GOLF COURSE ALONG ROUTE 123,
 HV8342'1300 FEET SOUTHEAST OF INTERSECTION OF BURKE LAKE ROAD, ROUTE 645,
 HV8342'AND OX ROAD, ROUTE 123, AT THE BURKE LAKE PARK.
 HV8342'
 HV8342'THE STATION IS 21.6 FEET SOUTHEAST OF POLE IS34, 52.1 FEET NORTH OF A
 HV8342'V.D.H. MONUMENT, 44.5 FEET EAST AND ABOUT 5.0 FEET HIGHER THAN
 HV8342'THE CENTER OF OX ROAD OPPOSITE STATION.
 HV8342'
 HV8342'THE STATION IS A STANDARD FAIRFAX COUNTY DEPARTMENT OF PUBLIC WORKS
 HV8342'DISK STAMPED---BLAKE 1969---.
 HV8342'
 HV8342'THE AZMUTH MARK IS ABOUT 1200 FEET NORTHEAST OF STATION ON TOP OF A
 HV8342'SMALL HILL SOUTH OF A SWALE ALONG THE EDGE OF THE GOLF COURSE.
 HV8342
 HV8342                          STATION RECOVERY (1969)
 HV8342
 HV8342'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8342'RECOVERED IN GOOD CONDITION.
 HV8342
 HV8342                          STATION RECOVERY (1974)
 HV8342
 HV8342'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8342'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8342'DESCRIPTION.
 HV8342'
 HV8342'A FOUR-MAN PARTY WAS UNABLE TO RECOVER THE AZ MK ON TWO OCCASIONS.
 HV8342'THE AZ MK PLOTS ON GOLF COURSE. CONTACT WAS MADE WITH THE GROUNDS
 HV8342'MAINTENANCE PERSONNEL. IT WAS LEARNED THAT THERE HAS BEEN NO NEW
 HV8342'CONSTRUCTION ON THE GROUNDS SINCE 1969, THEREFORE, IT IS ASSUMED THAT
 HV8342'THE AZ MK IS IN.
 HV8342
 HV8342                          STATION RECOVERY (1992)
 HV8342
 HV8342'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8342'THE STATION IS LOCATED ON THE BURKE LAKE GOLF COURSE ALONG ROUTE 123,
 HV8342'1300 FEET (396.2 M) SOUTHEAST OF INTERSECTION OF BURKE LAKE ROAD,
 HV8342'ROUTE 645, AND OX ROAD, ROUTE 123, AT THE BURKE LAKE PARK.  21.6 FEET
 HV8342'(6.6 M) SOUTHEAST OF POLE IS34, 52.1 FEET (15.9 M) NORTH OF A V.D.H.
 HV8342'MONUMENT, 44.5 FEET (13.6 M) EAST AND 5.0 FEET (1.5 M) HIGHER THAN
 HV8342'THE CENTER OF OX ROAD OPPOSITE STATION.
 HV8342
 HV8342                          STATION RECOVERY (1997)
 HV8342
 HV8342'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8342'MARK NOT FOUND.
 HV8342
 HV8342                          STATION RECOVERY (2003)
 HV8342
 HV8342'RECOVERY NOTE BY GEOCACHING 2003 (WD)
 HV8342'RTE 123 HAS BEEN UPGRADED TO FOUR-LANE DIVIDED HIGHWAY, AND NEW TO
 HV8342'REACH INSTRUCTIONS APPLY.  THE STATION IS LOCATED ON THE BURKE LAKE
 HV8342'GOLF COURSE ALONG RTE 123 (OX ROAD), .27 MILES (.44 KM) SOUTHEAST OF
 HV8342'THE INTERSECTION OF RTE 123 AND COUNTY RTE 645 (BURKE LAKE ROAD) AND
 HV8342'496 FEET (151.2 M) NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY
 HV8342'ENTRANCE TO BURKE LAKE GOLF CENTER.
 HV8342'69.5 FEET ( 21.2 M) ENE OF THE EAST EDGE OF THE PAVEMENT OF THE
 HV8342'NORTHBOUND LANES OF RTE 123, 45.5 FEET (13.9 M) ENE OF THE EAST EDGE
 HV8342'OF A PAVED PATH THAT PARALLELS RTE 123, 20.75 FEET (6.3 M) NNE OF A 12
 HV8342'INCH CEDAR TREE, 20 FEET (6.1 M) EAST OF UTILITY POLE CO412/NK34, 22.5
 HV8342'FEET (6.9 M) WEST OF A SEVEN-INCH MAGNOLIA TREE, AND ABOUT FIVE FEET
 HV8342'HIGHER THAN THE CENTER OF THE NORTHBOUND LANES OF RTE 123 OPPOSITE
 HV8342'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3394 ***********************************************************************
 GX3394  DESIGNATION -  BLAND ECC
 GX3394  PID         -  GX3394
 GX3394  STATE/COUNTY-  VA/BLAND
 GX3394  USGS QUAD   -  BIG BEND (1977)
 GX3394
 GX3394                         *CURRENT SURVEY CONTROL
 GX3394  ___________________________________________________________________
 GX3394* NAD 83(1993)-  37 02 13.65347(N)    081 14 31.60280(W)     ADJUSTED  
 GX3394* NAVD 88     -      1152.     (meters)    3780.     (feet)  SCALED    
 GX3394  ___________________________________________________________________
 GX3394  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 GX3394  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX3394
 GX3394  HORZ ORDER  -  SECOND
 GX3394
 GX3394.The horizontal coordinates were established by classical geodetic methods
 GX3394.and adjusted by the National Geodetic Survey in September 1995..
 GX3394
 GX3394.The orthometric height was scaled from a topographic map.
 GX3394
 GX3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3394
 GX3394.The geoid height was determined by GEOID03.
 GX3394
 GX3394;                    North         East     Units Scale Factor Converg.
 GX3394;SPC VA S     - 1,081,645.577 3,256,082.348   MT  0.99996193   -1 39 51.3
 GX3394;SPC VA S     - 3,548,698.86 10,682,663.50   sFT  0.99996193   -1 39 51.3
 GX3394;UTM  17      - 4,099,018.289   478,468.297   MT  0.99960571   -0 08 45.0
 GX3394
 GX3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3394!SPC VA S     -   0.99982408  x   0.99996193  =   0.99978602
 GX3394!UTM  17      -   0.99982408  x   0.99960571  =   0.99942986
 GX3394
 GX3394|---------------------------------------------------------------------|
 GX3394| PID    Reference Object                     Distance      Geod. Az  |
 GX3394|                                                           dddmmss.s |
 GX3394| DC3847 BLAND ECC RM 1                       17.553 METERS 10420     |
 GX3394| DC3848 BLAND ECC RM 2                       16.072 METERS 20914     |
 GX3394| FZ1936 CERES                               APPROX. 8.3 KM 2353451.1 |
 GX3394| GX3395 BLAND USGS 1934                       2.405 METERS 31448     |
 GX3394|---------------------------------------------------------------------|
 GX3394
 GX3394                          SUPERSEDED SURVEY CONTROL
 GX3394
 GX3394  NAD 83(1986)-  37 02 13.65870(N)    081 14 31.60233(W) AD(       ) 2
 GX3394  NAD 27      -  37 02 13.23297(N)    081 14 32.24769(W) AD(       ) 2
 GX3394
 GX3394.Superseded values are not recommended for survey control.
 GX3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3394.See file dsdata.txt to determine how the superseded data were derived.
 GX3394
 GX3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7846899018(NAD 83)
 GX3394_MARKER: DS = TRIANGULATION STATION DISK
 GX3394_SETTING: 80 = SET IN A BOULDER
 GX3394_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3394
 GX3394  HISTORY     - Date     Condition        Report By
 GX3394  HISTORY     - 1934     MONUMENTED       CGS
 GX3394  HISTORY     - 1948     MARK NOT FOUND   USGS
 GX3394
 GX3394                          STATION DESCRIPTION
 GX3394
 GX3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3394'THIS STATION IS ON PEAK OF WALKER MOUNTAIN, ABOUT 5-1/2 MILES
 GX3394'ENE OF CERES.
 GX3394'
 GX3394'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 GX3394'IN DRILL HOLES IN BOULDERS.
 GX3394'
 GX3394'STATION MARK IS ABOUT 10 FEET FROM ROCK BOULDERS FORMING
 GX3394'A SMALL CLIFF, AND IS STAMPED BLAND ECC., AND A U.S.G.S. MARK
 GX3394'STAMPED BLAND 1934 IS 7.89 FEET NW OF STATION.
 GX3394'
 GX3394'REFERENCE MARK NO. 1 IS E OF STATION IN LARGE BOULDER.
 GX3394'
 GX3394'REFERENCE MARK NO. 2 IS S OF STATION IN LARGE BOULDER.
 GX3394'
 GX3394'AZIMUTH MARK IS NE OF STATION IN LARGE ROCK CLIFF WHICH IS
 GX3394'ABOUT 100 YARDS SW OF THE TOP OF THE PEAK WHICH IS ADJACENT
 GX3394'TO THE ONE ON WHICH THE STATION IS.  BLAND U.S.G.S. IS NW OF
 GX3394'STATION AND ABOUT 8 FEET E OF EDGE OF ROCK CLIFF.
 GX3394'
 GX3394'TO REACH THE STATION FROM N JUNCTION OF U.S. HIGHWAYS 11 AND
 GX3394'21 IN WYTHEVILLE, GO NW ON U.S. HIGHWAY 21 FOR 13.0 MILES TO
 GX3394'MOUNTAIN VIEW SERVICE STATION ON WALKER MOUNTAIN GAP.  TURN
 GX3394'LEFT ON DIRT ROAD FOR 1.25 MILES TO TRIANGULAR BLAZED TREE
 GX3394'ON LEFT.  TAKE TRAIL UP SIDE OF MOUNTAIN TO TOP OF RIDGE, TURN
 GX3394'LEFT FOR 100 YARDS TO STATION.
 GX3394'
 GX3394'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 GX3394
 GX3394                          STATION RECOVERY (1948)
 GX3394
 GX3394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GX3394'THE U.S.G.S. MARK BLAND MARKED BY A ONE INCH DRILL HOLE IN TOP OF
 GX3394'A BOULDER WAS DISTURBED.  THE STATION TABLET OF 1934 HAD BEEN
 GX3394'REMOVED AND LOST.
 GX3394'
 GX3394'IT IS LOCATED ON WAKER MOUNTAIN, ABOUT 14 MILES NW OF WYTHEVILLE,
 GX3394'AND ABOUT 10 MILES SW OF BLAND.  TO REACH FORM CREST OF U.S.
 GX3394'HWY NOS. 21-52 ON WALKER MOUNTAIN, FOLLOW A FOOT TRAIL SW
 GX3394'ALONG RIDGE FOR ABOUT 1.25 MILES OVER 6 SMALL TOPS.  THE MARK IS
 GX3394'ON THE 7TH TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3395 ***********************************************************************
 GX3395  DESIGNATION -  BLAND USGS 1934
 GX3395  PID         -  GX3395
 GX3395  STATE/COUNTY-  VA/BLAND
 GX3395  USGS QUAD   -  BIG BEND (1977)
 GX3395
 GX3395                         *CURRENT SURVEY CONTROL
 GX3395  ___________________________________________________________________
 GX3395* NAD 83(1993)-  37 02 13.70844(N)    081 14 31.67186(W)     ADJUSTED  
 GX3395* NAVD 88     -      1152.     (meters)    3780.     (feet)  SCALED    
 GX3395  ___________________________________________________________________
 GX3395  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 GX3395  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX3395
 GX3395  HORZ ORDER  -  SECOND
 GX3395
 GX3395.The horizontal coordinates were established by classical geodetic methods
 GX3395.and adjusted by the National Geodetic Survey in September 1995..
 GX3395
 GX3395.The orthometric height was scaled from a topographic map.
 GX3395
 GX3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3395
 GX3395.The geoid height was determined by GEOID03.
 GX3395
 GX3395;                    North         East     Units Scale Factor Converg.
 GX3395;SPC VA S     - 1,081,647.321 3,256,080.692   MT  0.99996193   -1 39 51.4
 GX3395;SPC VA S     - 3,548,704.59 10,682,658.07   sFT  0.99996193   -1 39 51.4
 GX3395;UTM  17      - 4,099,019.987   478,466.595   MT  0.99960571   -0 08 45.0
 GX3395
 GX3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3395!SPC VA S     -   0.99982408  x   0.99996193  =   0.99978602
 GX3395!UTM  17      -   0.99982408  x   0.99960571  =   0.99942986
 GX3395
 GX3395                          SUPERSEDED SURVEY CONTROL
 GX3395
 GX3395  NAD 83(1986)-  37 02 13.71367(N)    081 14 31.67139(W) AD(       ) 2
 GX3395  NAD 27      -  37 02 13.28793(N)    081 14 32.31673(W) AD(       ) 2
 GX3395
 GX3395.Superseded values are not recommended for survey control.
 GX3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3395.See file dsdata.txt to determine how the superseded data were derived.
 GX3395
 GX3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7846799020(NAD 83)
 GX3395_MARKER: U = CONCRETE POST
 GX3395_SETTING: 80 = SET IN A BOULDER
 GX3395_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GX3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3395+STABILITY: SURFACE MOTION
 GX3395
 GX3395  HISTORY     - Date     Condition        Report By
 GX3395  HISTORY     - 1934     MONUMENTED       USGS
 GX3395
 GX3395                          STATION DESCRIPTION
 GX3395
 GX3395'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GX3395'THE U.S.G.S. MARK BLAND MARKED BY A ONE INCH DRILL HOLE IN TOP OF
 GX3395'A BOULDER WAS DISTURBED.  THE STATION TABLET OF 1934 HAD BEEN
 GX3395'
 GX3395'TO REACH STATION BLAND ECC. FROM N JUNCTION OF U.S. HIGHWAYS 11 AND
 GX3395'21 IN WYTHEVILLE, GO NW ON U.S. HIGHWAY 21 FOR 13.0 MILES TO
 GX3395'MOUNTAIN VIEW SERVICE STATION ON WALKER MOUNTAIN GAP.  TURN
 GX3395'LEFT ON DIRT ROAD FOR 1.25 MILES TO TRIANGULAR BLAZED TREE
 GX3395'ON LEFT.  TAKE TRAIL UP SIDE OF MOUNTAIN TO TOP OF RIDGE, TURN
 GX3395'LEFT FOR 100 YARDS TO STATION BLAND ECCENTRIC.
 GX3395'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3648 ***********************************************************************
 GV3648  DESIGNATION -  BLAND VFC 1920
 GV3648  PID         -  GV3648
 GV3648  STATE/COUNTY-  VA/MIDDLESEX
 GV3648  USGS QUAD   -  DELTAVILLE (1992)
 GV3648
 GV3648                         *CURRENT SURVEY CONTROL
 GV3648  ___________________________________________________________________
 GV3648* NAD 83(1993)-  37 32 01.84028(N)    076 21 42.15719(W)     ADJUSTED  
 GV3648* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3648  ___________________________________________________________________
 GV3648  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 GV3648  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 GV3648
 GV3648  HORZ ORDER  -  THIRD
 GV3648
 GV3648.The horizontal coordinates were established by classical geodetic methods
 GV3648.and adjusted by the National Geodetic Survey in November 1994..
 GV3648
 GV3648.The orthometric height was scaled from a topographic map.
 GV3648
 GV3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3648
 GV3648.The geoid height was determined by GEOID03.
 GV3648
 GV3648;                    North         East     Units Scale Factor Converg.
 GV3648;SPC VA S     - 1,135,367.565 3,688,968.157   MT  0.99994960   +1 17 52.0
 GV3648;SPC VA S     - 3,724,951.75 12,102,889.70   sFT  0.99994960   +1 17 52.0
 GV3648;UTM  18      - 4,154,967.242   379,689.721   MT  0.99977829   -0 49 46.9
 GV3648
 GV3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3648!SPC VA S     -   1.00000566  x   0.99994960  =   0.99995526
 GV3648!UTM  18      -   1.00000566  x   0.99977829  =   0.99978395
 GV3648
 GV3648:                Primary Azimuth Mark                     Grid Az
 GV3648:SPC VA S     -  GRINNELLS VFC 1921                       076 17 29.1
 GV3648:UTM  18      -  GRINNELLS VFC 1921                       078 25 08.0
 GV3648
 GV3648|---------------------------------------------------------------------|
 GV3648| PID    Reference Object                     Distance      Geod. Az  |
 GV3648|                                                           dddmmss.s |
 GV3648| GV3656 GRINNELLS VFC 1921                  APPROX. 1.5 KM 0773521.1 |
 GV3648|---------------------------------------------------------------------|
 GV3648
 GV3648                          SUPERSEDED SURVEY CONTROL
 GV3648
 GV3648  NAD 83(1993)-  37 32 01.84446(N)    076 21 42.17835(W) AD(       ) 3
 GV3648  NAD 83(1986)-  37 32 01.84377(N)    076 21 42.17693(W) AD(       ) 3
 GV3648  NAD 27      -  37 32 01.37300(N)    076 21 43.38300(W) AD(       ) 3
 GV3648
 GV3648.Superseded values are not recommended for survey control.
 GV3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3648.See file dsdata.txt to determine how the superseded data were derived.
 GV3648
 GV3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7969054967(NAD 83)
 GV3648_MARKER: N = NAIL
 GV3648_SETTING: 0 = UNSPECIFIED SETTING
 GV3648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3648
 GV3648  HISTORY     - Date     Condition        Report By
 GV3648  HISTORY     - 1920     MONUMENTED       VACF
 GV3648  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3648
 GV3648                          STATION DESCRIPTION
 GV3648
 GV3648'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV3648'IN THE VICINITY OF THE PIANKATANK RIVER.  STATION MARKED BY
 GV3648'OAK STUB, NAIL FOR CENTER.  REFERENCE STATION IS 26.80 FEET FROM
 GV3648'BLAND AT FOOT OF BLUFF EAST OF A SMALL DETACHED CLUMP OF THE
 GV3648'CLAY BANK IS MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED
 GV3648'IRON PIPE, SURROUNDED NEAR SURFACE OF GROUND BY BLOCK OF
 GV3648'CONCRETE.  A U.S.C. AND G.S. BRASS MARKER MARKS THE STATION.
 GV3648'
 GV3648'REFERENCE STATION BLAND AND STATION IRON ARE ON LINE.
 GV3648
 GV3648                          STATION RECOVERY (1944)
 GV3648
 GV3648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3648'THE LOCALITY WAS VISITED AND A SMALL CEDAR STUB SURROUNDED
 GV3648'BY A MASS OF CONCRETE WAS FOUND ON THE BEACH.  NO TRACE OF A
 GV3648'PIPE SURROUNDED BY CONCRETE COULD BE FOUND.  IT IS RECOMMENDED
 GV3648'THAT THE POSITION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4412 ***********************************************************************
 DH4412  DESIGNATION -  BLAYDES
 DH4412  PID         -  DH4412
 DH4412  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4412  USGS QUAD   -  LADYSMITH (1979)
 DH4412
 DH4412                         *CURRENT SURVEY CONTROL
 DH4412  ___________________________________________________________________
 DH4412* NAD 83(1993)-  38 04 48.32032(N)    077 35 02.35034(W)     ADJUSTED  
 DH4412* NAVD 88     -        96.3    (meters)     316.     (feet)  GPS OBS   
 DH4412  ___________________________________________________________________
 DH4412  X           -   1,080,847.063 (meters)                     COMP
 DH4412  Y           -  -4,909,431.360 (meters)                     COMP
 DH4412  Z           -   3,912,484.733 (meters)                     COMP
 DH4412  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DH4412  ELLIP HEIGHT-          63.96  (meters)          (06/23/05) GPS OBS
 DH4412  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DH4412
 DH4412  HORZ ORDER  -  FIRST
 DH4412  ELLP ORDER  -  FOURTH    CLASS II
 DH4412
 DH4412.The horizontal coordinates were established by GPS observations
 DH4412.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4412
 DH4412.The orthometric height was determined by GPS observations and a
 DH4412.high-resolution geoid model.
 DH4412
 DH4412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4412
 DH4412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4412
 DH4412.The ellipsoidal height was determined by GPS observations
 DH4412.and is referenced to NAD 83.
 DH4412
 DH4412.The geoid height was determined by GEOID03.
 DH4412
 DH4412;                    North         East     Units Scale Factor Converg.
 DH4412;SPC VA N     - 2,046,289.953 3,580,366.198   MT  0.99999208   +0 34 18.1
 DH4412;SPC VA N     - 6,713,536.29 11,746,584.77   sFT  0.99999208   +0 34 18.1
 DH4412;UTM  18      - 4,217,854.349   273,361.308   MT  1.00023266   -1 35 39.8
 DH4412
 DH4412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4412!SPC VA N     -   0.99998996  x   0.99999208  =   0.99998204
 DH4412!UTM  18      -   0.99998996  x   1.00023266  =   1.00022262
 DH4412
 DH4412|---------------------------------------------------------------------|
 DH4412| PID    Reference Object                     Distance      Geod. Az  |
 DH4412|                                                           dddmmss.s |
 DH4412| DH4413 BLAYDES AZ                          248.199 METERS 08607     |
 DH4412|---------------------------------------------------------------------|
 DH4412
 DH4412                          SUPERSEDED SURVEY CONTROL
 DH4412
 DH4412.No superseded survey control is available for this station.
 DH4412
 DH4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7336117854(NAD 83)
 DH4412_MARKER: DD = SURVEY DISK
 DH4412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4412_STAMPING: BLAYDES 2005
 DH4412_MARK LOGO: VA-177
 DH4412_PROJECTION: FLUSH
 DH4412_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4412+STABILITY: SURFACE MOTION
 DH4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4412+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4412
 DH4412  HISTORY     - Date     Condition        Report By
 DH4412  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4412
 DH4412                          STATION DESCRIPTION
 DH4412
 DH4412'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4412'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4412'9.2 KM (5.7 MILES)  NORTHWEST OF LADYSMITH, AND 8.0 KM (5.0 MILES)
 DH4412'SOUTHWEST OF THORNBURG.
 DH4412' 
 DH4412'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DH4412'DAVIS HIGHWAY)  AND SR 606 (MORRIS ROAD) AT THORNBURG, GO SOUTH ON US
 DH4412'HIGHWAY 1 FOR 3.1 KM (1.9 MILES) TO  ITS INTERSECTION WITH SR 603
 DH4412'(ARCADIA ROAD).  BEAR RIGHT AND GO SOUTHWEST ON SR 603 FOR  1.5 KM
 DH4412'(0.9 MILE) TO ITS INTERSECTION WITH SR 605 (MARYE ROAD).  TURN RIGHT
 DH4412'AND GO  NORTHWEST ON SR 605 FOR 5.2 KM (3.2 MILES) TO ITS INTERSECTION
 DH4412'WITH SR 647 (BLAYDES CORNER  ROAD) AND THE STATION IN THE NORTHWEST
 DH4412'QUADRANT OF THE INTERSECTION.
 DH4412' 
 DH4412'THE STATION IS 14.0 METERS (46.0 FEET) WEST FROM THE CENTERLINE OF SR
 DH4412'647, 12.2 METERS (40.0  FEET) SOUTHWEST FROM A STOP SIGN, 11.1 METERS
 DH4412'(36.5 FEET) SOUTHWEST FROM A PEDESTAL  WITH NO NUMBER, 6.7 METERS
 DH4412'(22.0 FEET) NORTH FROM THE CENTERLINE OF SR 605, AND 0.3 METER  (1.0
 DH4412'FOOT) SOUTH FROM A WITNESS  POST.  THE STATION IS A SPOTSYLVANIA
 DH4412'COUNTY, VA ALUMINUM  SURVEY DISK SET INTO A POURED IN PLACE CONCRETE
 DH4412'MONUMENT 10 INCHES IN DIAMETER, FLUSH  WITH THE GROUND SURFACE AND
 DH4412'STAMPED BLAYDES 2005.  STATION BLAYDES IS INTER-VISIBLE  WITH STATION
 DH4412'BLAYDES AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4413 ***********************************************************************
 DH4413  DESIGNATION -  BLAYDES AZ
 DH4413  PID         -  DH4413
 DH4413  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4413  USGS QUAD   -  LADYSMITH (1979)
 DH4413
 DH4413                         *CURRENT SURVEY CONTROL
 DH4413  ___________________________________________________________________
 DH4413* NAD 83(1993)-  38 04 48.86622(N)    077 34 52.18972(W)     ADJUSTED  
 DH4413* NAVD 88     -        97.3    (meters)     319.     (feet)  GPS OBS   
 DH4413  ___________________________________________________________________
 DH4413  X           -   1,081,086.834 (meters)                     COMP
 DH4413  Y           -  -4,909,368.726 (meters)                     COMP
 DH4413  Z           -   3,912,498.586 (meters)                     COMP
 DH4413  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DH4413  ELLIP HEIGHT-          64.94  (meters)          (06/23/05) GPS OBS
 DH4413  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DH4413
 DH4413  HORZ ORDER  -  FIRST
 DH4413  ELLP ORDER  -  FOURTH    CLASS II
 DH4413
 DH4413.The horizontal coordinates were established by GPS observations
 DH4413.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4413
 DH4413.The orthometric height was determined by GPS observations and a
 DH4413.high-resolution geoid model.
 DH4413
 DH4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4413
 DH4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4413
 DH4413.The ellipsoidal height was determined by GPS observations
 DH4413.and is referenced to NAD 83.
 DH4413
 DH4413.The geoid height was determined by GEOID03.
 DH4413
 DH4413;                    North         East     Units Scale Factor Converg.
 DH4413;SPC VA N     - 2,046,309.258 3,580,613.643   MT  0.99999205   +0 34 24.5
 DH4413;SPC VA N     - 6,713,599.62 11,747,396.59   sFT  0.99999205   +0 34 24.5
 DH4413;UTM  18      - 4,217,864.291   273,609.365   MT  1.00023128   -1 35 33.5
 DH4413
 DH4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4413!SPC VA N     -   0.99998981  x   0.99999205  =   0.99998186
 DH4413!UTM  18      -   0.99998981  x   1.00023128  =   1.00022109
 DH4413
 DH4413|---------------------------------------------------------------------|
 DH4413| PID    Reference Object                     Distance      Geod. Az  |
 DH4413|                                                           dddmmss.s |
 DH4413| DH4412 BLAYDES                             248.199 METERS 26607     |
 DH4413|---------------------------------------------------------------------|
 DH4413
 DH4413                          SUPERSEDED SURVEY CONTROL
 DH4413
 DH4413.No superseded survey control is available for this station.
 DH4413
 DH4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7360917864(NAD 83)
 DH4413_MARKER: DD = SURVEY DISK
 DH4413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4413_STAMPING: BLAYDES AZ 2005
 DH4413_MARK LOGO: VA-177
 DH4413_PROJECTION: FLUSH
 DH4413_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4413+STABILITY: SURFACE MOTION
 DH4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4413+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4413
 DH4413  HISTORY     - Date     Condition        Report By
 DH4413  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4413
 DH4413                          STATION DESCRIPTION
 DH4413
 DH4413'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4413'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA,
 DH4413'APPROXIMATELY 9.2 KM (5.7 MILES) NORTHWEST OF LADYSMITH, AND 8.5 KM
 DH4413'(5.3 MILES) SOUTHWEST  OF THORNBURG.
 DH4413' 
 DH4413'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DH4413'DAVIS HIGHWAY)  AND SR 606 (MORRIS ROAD) AT THORNBURG, GO SOUTH ON US
 DH4413'HIGHWAY 1 FOR 3.1 KM (1.9 MILES) TO  ITS INTERSECTION WITH SR 603
 DH4413'(ARCADIA ROAD).  BEAR RIGHT AND GO SOUTHWEST ON SR 603 FOR  1.5 KM
 DH4413'(0.9 MILE) TO ITS INTERSECTION WITH SR 605 (MARYE ROAD).  TURN RIGHT
 DH4413'AND GO  NORTHWEST ON SR 605 FOR 4.2 KM (2.6 MILES) TO ITS INTERSECTION
 DH4413'WITH SR 646 (STANFIELD ROAD).   CONTINUE WEST ON SR 605 FOR 0.6 KM
 DH4413'(0.4 MILE) TO THE STATION ON THE RIGHT.
 DH4413' 
 DH4413'THE STATION IS 16.2 METERS (53.0 FEET) SOUTHWEST FROM THE SOUTHWEST
 DH4413'CORNER OF A HOUSE  NUMBERED 7101, 7.5 METERS (24.5 FEET) EAST FROM A
 DH4413'TELEPHONE PEDESTAL NUMBERED 32-1, 1.2  METERS (3.8 FEET) NORTH FROM
 DH4413'THE EDGE OF PAVEMENT OF SR 605 AND 0.3 METER (1.0 FOOT)  SOUTH FROM A
 DH4413'WITNESS POST.  THE STATION IS A SPOTSYLVANIA COUNTY, VA ALUMINUM
 DH4413'SURVEY  DISK SET INTO A POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN
 DH4413'DIAMETER, AND FLUSH WITH  THE GROUND SURFACE AND STAMPED BLAYDES AZ
 DH4413'2005. STATION BLAYDES AZ IS INTER-VISIBLE  WITH STATION BLAYDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE4235 ***********************************************************************
 AE4235  DESIGNATION -  BLESS
 AE4235  PID         -  AE4235
 AE4235  STATE/COUNTY-  VA/LOUDOUN
 AE4235  USGS QUAD   -  STERLING (1994)
 AE4235
 AE4235                         *CURRENT SURVEY CONTROL
 AE4235  ___________________________________________________________________
 AE4235* NAD 83(1993)-  39 03 15.59080(N)    077 26 41.99928(W)     ADJUSTED  
 AE4235* NAVD 88     -        79.44   (+/-2cm)     260.6    (feet)  VERTCON   
 AE4235  ___________________________________________________________________
 AE4235  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 AE4235  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AE4235
 AE4235  HORZ ORDER  -  SECOND
 AE4235  VERT ORDER  -  THIRD ? (See Below)
 AE4235
 AE4235.The horizontal coordinates were established by classical geodetic methods
 AE4235.and adjusted by the National Geodetic Survey in July 1997..
 AE4235
 AE4235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4235.The vertical order pertains to the NGVD 29 superseded value.
 AE4235
 AE4235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4235
 AE4235.The geoid height was determined by GEOID03.
 AE4235
 AE4235;                    North         East     Units Scale Factor Converg.
 AE4235;SPC VA N     - 2,154,557.366 3,591,316.865   MT  0.99997739   +0 39 30.4
 AE4235;SPC VA N     - 7,068,743.62 11,782,512.08   sFT  0.99997739   +0 39 30.4
 AE4235;UTM  18      - 4,325,650.892   288,431.816   MT  1.00015119   -1 32 27.8
 AE4235
 AE4235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4235!SPC VA N     -   0.99999256  x   0.99997739  =   0.99996995
 AE4235!UTM  18      -   0.99999256  x   1.00015119  =   1.00014375
 AE4235
 AE4235                          SUPERSEDED SURVEY CONTROL
 AE4235
 AE4235  NGVD 29 (07/23/97)   79.66   (m)          261.4    (f) LEVELING    3  
 AE4235
 AE4235.Superseded values are not recommended for survey control.
 AE4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4235.See file dsdata.txt to determine how the superseded data were derived.
 AE4235
 AE4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8843225651(NAD 83)
 AE4235_MARKER: DG = GRAVITY STATION DISK
 AE4235
 AE4235  HISTORY     - Date     Condition        Report By
 AE4235  HISTORY     - 1989     MONUMENTED       LOCENG
 AE4235
 AE4235                          STATION DESCRIPTION
 AE4235
 AE4235'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (WTL)
 AE4235'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28, SULLY
 AE4235'ROAD, AND STATE ROUTE 7, LEESBURG PIKE, PROCEED WEST ON ROUTE 7 FOR
 AE4235'1.00 MILES TO THE STATION ON THE RIGHT.
 AE4235'RT IS LOCATED ON TOP OF THE EMBANKMENT AND IN A FIELD 188 FEET NORTH
 AE4235'OF THE CENTER LINE OF ROUTE 7, WEST.
 AE4235'THE STATION IS A BRASS DISK---STAMPED---BLESS 1989, SET IN A 11 INCH
 AE4235'DIAMETER CONCRETE MONUMENT, AND ENCASED IN A 3 INCH PVC PIPE
 AE4235'PROJECTING 3 INCHES ABOVE THE GROUND.
 AE4235'RM 1 AND RM 2 ARE REINFORCING RODS WITH YELLOW PLASTIC CAPS DRIVEN ON
 AE4235'TOP.  THE RODS AND ONE HALF INCH IN DIAMETER AND TWENTY FOUR INCHES
 AE4235'LONG, WHICH ARE DRIVEN FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4902 ***********************************************************************
 GV4902  DESIGNATION -  BLIND
 GV4902  PID         -  GV4902
 GV4902  STATE/COUNTY-  VA/KING WILLIAM
 GV4902  USGS QUAD   -  NEW KENT (1978)
 GV4902
 GV4902                         *CURRENT SURVEY CONTROL
 GV4902  ___________________________________________________________________
 GV4902* NAD 83(1993)-  37 33 08.47074(N)    076 57 22.15513(W)     ADJUSTED  
 GV4902* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4902  ___________________________________________________________________
 GV4902  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 GV4902  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 GV4902
 GV4902  HORZ ORDER  -  THIRD
 GV4902
 GV4902.The horizontal coordinates were established by classical geodetic methods
 GV4902.and adjusted by the National Geodetic Survey in November 1994..
 GV4902
 GV4902.The orthometric height was scaled from a topographic map.
 GV4902
 GV4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4902
 GV4902.The geoid height was determined by GEOID03.
 GV4902
 GV4902;                    North         East     Units Scale Factor Converg.
 GV4902;SPC VA S     - 1,136,396.874 3,636,407.061   MT  0.99995059   +0 56 13.2
 GV4902;SPC VA S     - 3,728,328.74 11,930,445.50   sFT  0.99995059   +0 56 13.2
 GV4902;UTM  18      - 4,157,947.734   327,207.461   MT  0.99996778   -1 11 33.2
 GV4902
 GV4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4902!SPC VA S     -   1.00000543  x   0.99995059  =   0.99995602
 GV4902!UTM  18      -   1.00000543  x   0.99996778  =   0.99997321
 GV4902
 GV4902|---------------------------------------------------------------------|
 GV4902| PID    Reference Object                     Distance      Geod. Az  |
 GV4902|                                                           dddmmss.s |
 GV4902| DC8983 BLIND RM 1                            4.516 METERS 03204     |
 GV4902| DC8984 BLIND RM 2                            0.911 METERS 04947     |
 GV4902| DC8985 BLIND RM 3                            3.024 METERS 24200     |
 GV4902| GV4995 TURKEY                              APPROX. 1.2 KM 2460205.6 |
 GV4902|---------------------------------------------------------------------|
 GV4902
 GV4902                          SUPERSEDED SURVEY CONTROL
 GV4902
 GV4902  NAD 83(1986)-  37 33 08.47206(N)    076 57 22.17071(W) AD(       ) 3
 GV4902  NAD 27      -  37 33 07.94900(N)    076 57 23.29200(W) AD(       ) 3
 GV4902
 GV4902.Superseded values are not recommended for survey control.
 GV4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4902.See file dsdata.txt to determine how the superseded data were derived.
 GV4902
 GV4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2720757948(NAD 83)
 GV4902_MARKER: P = PIPE CAP
 GV4902_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4902_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4902
 GV4902  HISTORY     - Date     Condition        Report By
 GV4902  HISTORY     - 1912     MONUMENTED       CGS
 GV4902  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4902  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4902
 GV4902                          STATION DESCRIPTION
 GV4902
 GV4902'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4902'STATION IS ON THE LEFT BANK OF PAMUNKEY RIVER, DESCENDING
 GV4902'OPPOSITE A POINT ABOUT 200 METERS ABOVE THE MOUTH OF CUMBERLAND
 GV4902'CHUTE OR THOROUGHFARE, ON A MOST PROMINENT POINT OF SHORE
 GV4902'FORMED BY A SMALL ISLAND, AT POINT WHERE A DUCK BLIND WAS
 GV4902'ESTABLISHED.
 GV4902'
 GV4902'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG, 4 INCHES IN
 GV4902'DIAMETER WITH BRASS CAP ON TOP, STANDING 10 INCHES ABOVE
 GV4902'THE GROUND, FILLED WITH AND SET IN CEMENT.
 GV4902'
 GV4902'REFERENCE MARK NO. 1 IS SPIKE IN TRIANGLE CUT IN A 9-INCH
 GV4902'ASH TREE, DISTANT 4.516 METERS ON A LINE 146 DEG 01 MIN 45
 GV4902'SEC TO RIGHT OF LINE TO STATION TURKEY.
 GV4902'
 GV4902'REFERENCE MARK NO. 2 IS SPIKE IN TRIANGLE CUT ON 8-INCH
 GV4902'GUM, DISTANT 0.911 METER ON LINE 163 DEG 45 MIN TO RIGHT OF
 GV4902'LINE TO STATION TURKEY.
 GV4902'
 GV4902'REFERENCE MARK NO. 3 IS SPIKE IN TRIANGLE CUT ON AN 11-INCH
 GV4902'GUM, DISTANT 3.024 METERS ON LINE 355 DEG 58 MIN 00 SEC
 GV4902'TO RIGHT OF LINE TO STATION TURKEY.
 GV4902
 GV4902                          STATION RECOVERY (1999)
 GV4902
 GV4902'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4902'MARK NOT FOUND.
 GV4902
 GV4902                          STATION RECOVERY (2003)
 GV4902
 GV4902'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3323 ***********************************************************************
 FX3323  DESIGNATION -  BLINK
 FX3323  PID         -  FX3323
 FX3323  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3323  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3323
 FX3323                         *CURRENT SURVEY CONTROL
 FX3323  ___________________________________________________________________
 FX3323* NAD 83(1993)-  36 52 52.74550(N)    076 21 08.68375(W)     ADJUSTED  
 FX3323* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3323  ___________________________________________________________________
 FX3323  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 FX3323  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 FX3323
 FX3323  HORZ ORDER  -  THIRD
 FX3323
 FX3323.The horizontal coordinates were established by classical geodetic methods
 FX3323.and adjusted by the National Geodetic Survey in September 1995..
 FX3323
 FX3323.The orthometric height was scaled from a topographic map.
 FX3323
 FX3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3323
 FX3323.The geoid height was determined by GEOID03.
 FX3323
 FX3323;                    North         East     Units Scale Factor Converg.
 FX3323;SPC VA S     - 1,062,989.862 3,691,436.960   MT  0.99998117   +1 18 12.3
 FX3323;SPC VA S     - 3,487,492.57 12,110,989.43   sFT  0.99998117   +1 18 12.3
 FX3323;UTM  18      - 4,082,560.505   379,477.762   MT  0.99977895   -0 48 42.3
 FX3323
 FX3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3323!SPC VA S     -   1.00000552  x   0.99998117  =   0.99998669
 FX3323!UTM  18      -   1.00000552  x   0.99977895  =   0.99978447
 FX3323
 FX3323:                Primary Azimuth Mark                     Grid Az
 FX3323:SPC VA S     -  CRANEY ISLAND WATER TANK                 358 56 02.2
 FX3323:UTM  18      -  CRANEY ISLAND WATER TANK                 001 02 56.8
 FX3323
 FX3323|---------------------------------------------------------------------|
 FX3323| PID    Reference Object                     Distance      Geod. Az  |
 FX3323|                                                           dddmmss.s |
 FX3323| FX3197 CRANEY ISLAND WATER TANK            APPROX. 0.9 KM 0001414.5 |
 FX3323| FX3319 H 55 VA                             164.943 METERS 01759     |
 FX3323|---------------------------------------------------------------------|
 FX3323
 FX3323                          SUPERSEDED SURVEY CONTROL
 FX3323
 FX3323  NAD 83(1986)-  36 52 52.75081(N)    076 21 08.71941(W) AD(       ) 3
 FX3323  NAD 27      -  36 52 52.22085(N)    076 21 09.92025(W) AD(       ) 3
 FX3323
 FX3323.Superseded values are not recommended for survey control.
 FX3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3323.See file dsdata.txt to determine how the superseded data were derived.
 FX3323
 FX3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7947882561(NAD 83)
 FX3323_MARKER: DD = SURVEY DISK
 FX3323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX3323+WITH SETTING: PAVEMENT
 FX3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3323+STABILITY: SURFACE MOTION
 FX3323
 FX3323  HISTORY     - Date     Condition        Report By
 FX3323  HISTORY     - 1980     MONUMENTED       NOS
 FX3323
 FX3323                          STATION DESCRIPTION
 FX3323
 FX3323'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RDC)
 FX3323'THE STATION IS LOCATED AT THE U S COAST GUARD BASE AT PORTSMOUTH
 FX3323'VIRGINIA NEAR THE SOUTH CONCRETE DOCK (SO CALLED).
 FX3323'
 FX3323'TO REACH THE STATION FROM FROM THE MAIN GATE OF THE COAST GUARD
 FX3323'BASE, PROCEED EASTERLY FOR 0.3 KM (0.4 MI) TO A 90 DEGREE TURN TO
 FX3323'THE LEFT, TURN LEFT NORTHERLY, AND CONTINUE ON FOR 0.2 KM (0.11
 FX3323'MI) TO THE WATERS EDGE AND A CONCRETE DOCKLINE AND THE AREA OF THE
 FX3323'STATION.
 FX3323'
 FX3323'THE STATION IS A STANDARD NOS DISK
 FX3323'STAMPED---BLINK 1980---,
 FX3323'SET INTO A DRILL HOLE IN THE CONCRETE DOCK.
 FX3323'IT IS LOCATED
 FX3323'5.50 METERS (18.0 FT) WEST FROM THE INTERSECTION OF THE SOUTHWEST
 FX3323'CORNER OF THE SOUTH CONCRETE DOCK AND THE SEAWALL WHICH PARALLELS
 FX3323'THE WATERS EDGE, AND
 FX3323'0.95 METER (3.2 FT) SOUTHWEST FROM THE FACE OF THE SEAWALL.
 FX3323'
 FX3323'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.74 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1350 ***********************************************************************
 FW1350  DESIGNATION -  BLIZZARD ISLAND RANGE 1916
 FW1350  PID         -  FW1350
 FW1350  STATE/COUNTY-  VA/ACCOMACK
 FW1350  USGS QUAD   -  GREAT FOX ISLAND (1992)
 FW1350
 FW1350                         *CURRENT SURVEY CONTROL
 FW1350  ___________________________________________________________________
 FW1350* NAD 83(1993)-  37 54 35.76179(N)    075 54 14.43403(W)     ADJUSTED  
 FW1350* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1350  ___________________________________________________________________
 FW1350  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FW1350  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 FW1350
 FW1350  HORZ ORDER  -  THIRD
 FW1350
 FW1350.The horizontal coordinates were established by classical geodetic methods
 FW1350.and adjusted by the National Geodetic Survey in November 1994..
 FW1350
 FW1350.The orthometric height was scaled from a topographic map.
 FW1350
 FW1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1350
 FW1350.The geoid height was determined by GEOID03.
 FW1350
 FW1350;                    North         East     Units Scale Factor Converg.
 FW1350;SPC VA S     - 1,178,107.205 3,728,259.799   MT  0.99999014   +1 34 32.1
 FW1350;SPC VA S     - 3,865,173.39 12,231,799.02   sFT  0.99999014   +1 34 32.1
 FW1350;SPC MD       -    27,582.921   496,387.588   MT  1.00009072   +0 41 16.4
 FW1350;SPC MD       -    90,494.97  1,628,564.94   sFT  1.00009072   +0 41 16.4
 FW1350;UTM  18      - 4,196,207.277   420,532.597   MT  0.99967778   -0 33 19.7
 FW1350
 FW1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1350!SPC VA S     -   1.00000571  x   0.99999014  =   0.99999584
 FW1350!SPC MD       -   1.00000571  x   1.00009072  =   1.00009643
 FW1350!UTM  18      -   1.00000571  x   0.99967778  =   0.99968348
 FW1350
 FW1350:                Primary Azimuth Mark                     Grid Az
 FW1350:SPC VA S     -  GREAT POINT LIGHT                        000 20 19.8
 FW1350:SPC MD       -  GREAT POINT LIGHT                        001 13 35.5
 FW1350:UTM  18      -  GREAT POINT LIGHT                        002 28 11.6
 FW1350
 FW1350|---------------------------------------------------------------------|
 FW1350| PID    Reference Object                     Distance      Geod. Az  |
 FW1350|                                                           dddmmss.s |
 FW1350| FW1361 GREAT POINT LIGHT                   APPROX. 6.2 KM 0015451.9 |
 FW1350| FW1357 SOMERS COVE STACK                   APPROX. 6.8 KM 0110105.0 |
 FW1350| FW1327 CRISFIELD TALL BLACK STACK          APPROX. 8.5 KM 0241109.6 |
 FW1350| FW1352 HORSE HAMMOCK MSFC 1898             APPROX. 9.2 KM 3013145.3 |
 FW1350|---------------------------------------------------------------------|
 FW1350
 FW1350                          SUPERSEDED SURVEY CONTROL
 FW1350
 FW1350  NAD 83(1993)-  37 54 35.75409(N)    075 54 14.44865(W) AD(       ) 3
 FW1350  NAD 83(1986)-  37 54 35.75951(N)    075 54 14.45974(W) AD(       ) 3
 FW1350  NAD 27      -  37 54 35.31500(N)    075 54 15.66900(W) AD(       ) 3
 FW1350
 FW1350.Superseded values are not recommended for survey control.
 FW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1350.See file dsdata.txt to determine how the superseded data were derived.
 FW1350
 FW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2053396207(NAD 83)
 FW1350_MARKER: 15 = RANGE MARKER
 FW1350
 FW1350  HISTORY     - Date     Condition        Report By
 FW1350  HISTORY     - 1916     FIRST OBSERVED   CGS
 FW1350
 FW1350                          STATION DESCRIPTION
 FW1350
 FW1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (LAP)
 FW1350'STATION IS ON THE MARYLAND-VIRGINIA BOUNDARY, BETWEEN TANGIER
 FW1350'AND POCOMOKE SOUNDS, JUST N OF GREAT FOX ISLAND, ON THE NE SIDE
 FW1350'OF A SMALL ISLAND NAMED ON THE CHARTS AS HOUSE ISLAND, BUT KNOWN
 FW1350'LOCALLY AS BLIZZARD ISLAND.  IT IS 6 FEET INSIDE THE HIGH-WATER
 FW1350'MARK.  THE ISLAND ON THIS SIDE APPEARS TO BE BUILDING OUT.  THE
 FW1350'STATION MARK IS A RAILROAD RAIL, 30 FEET LONG, SET ABOUT HALF
 FW1350'ITS LENGTH IN THE GROUND, AND SURROUNDED WITH CONCRETE FOR A
 FW1350'FEW FEET ABOVE THE GROUND.  ITS TOP CARRIES A METAL TARGET, 6
 FW1350'FEET ON A SIDE.  THIS STATION WAS ESTABLISHED BY
 FW1350'REPRESENTATIVES OF THE ENGINEERING DEPARTMENTS OF THE
 FW1350'STATES OF MARYLAND AND VIRGINIA, AND FORMS A RANGE WITH A
 FW1350'SIMILAR SIGNAL AT STATION WATKINS POINT TO ESTABLISH THE
 FW1350'BOUNDARY FROM WATKINS POINT, WESTWARD TO STATION B, A
 FW1350'BOUNDARY CORNER IN THE MIDDLE OF TANGIER SOUND.  AN IRON
 FW1350'PIPE, BROKEN OFF A FEW INCHES ABOVE THE GROUND, AND COVERED BY
 FW1350'HIGH WATER, STANDS ON THE W SIDE OF THIS ISLAND, ON THE LINE
 FW1350'ESTABLISHED BY WATKINS POINT AND BLIZZARD ISLAND RANGE.  IT
 FW1350'IS ONE OF THE ORIGINAL MARKS SET TO ESTABLISH THIS BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6918 ***********************************************************************
 HV6918  DESIGNATION -  BLOCH 1919
 HV6918  PID         -  HV6918
 HV6918  STATE/COUNTY-  VA/WESTMORELAND
 HV6918  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6918
 HV6918                         *CURRENT SURVEY CONTROL
 HV6918  ___________________________________________________________________
 HV6918* NAD 83(1993)-  38 09 09.22615(N)    076 40 24.99451(W)     ADJUSTED  
 HV6918* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6918  ___________________________________________________________________
 HV6918  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 HV6918  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HV6918
 HV6918  HORZ ORDER  -  THIRD
 HV6918
 HV6918.The horizontal coordinates were established by classical geodetic methods
 HV6918.and adjusted by the National Geodetic Survey in November 1994..
 HV6918
 HV6918.The orthometric height was scaled from a topographic map.
 HV6918
 HV6918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6918
 HV6918.The geoid height was determined by GEOID03.
 HV6918
 HV6918;                    North         East     Units Scale Factor Converg.
 HV6918;SPC VA N     - 2,055,525.717 3,660,069.878   MT  0.99998110   +1 08 23.6
 HV6918;SPC VA N     - 6,743,837.29 12,008,079.26   sFT  0.99998110   +1 08 23.6
 HV6918;SPC MD       -    53,988.131   428,608.948   MT  1.00002892   +0 12 17.5
 HV6918;SPC MD       -   177,126.06  1,406,194.52   sFT  1.00002892   +0 12 17.5
 HV6918;SPC VA S     - 1,203,448.574 3,660,079.755   MT  1.00003922   +1 06 30.5
 HV6918;SPC VA S     - 3,948,314.20 12,008,111.66   sFT  1.00003922   +1 06 30.5
 HV6918;UTM  18      - 4,224,065.638   353,361.493   MT  0.99986483   -1 02 02.6
 HV6918
 HV6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6918!SPC VA N     -   1.00000522  x   0.99998110  =   0.99998632
 HV6918!SPC MD       -   1.00000522  x   1.00002892  =   1.00003414
 HV6918!SPC VA S     -   1.00000522  x   1.00003922  =   1.00004444
 HV6918!UTM  18      -   1.00000522  x   0.99986483  =   0.99987005
 HV6918
 HV6918                          SUPERSEDED SURVEY CONTROL
 HV6918
 HV6918  NAD 83(1993)-  38 09 09.22439(N)    076 40 24.99869(W) AD(       ) 3
 HV6918  NAD 83(1986)-  38 09 09.22581(N)    076 40 25.01064(W) AD(       ) 3
 HV6918  NAD 27      -  38 09 08.76200(N)    076 40 26.13100(W) AD(       ) 3
 HV6918
 HV6918.Superseded values are not recommended for survey control.
 HV6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6918.See file dsdata.txt to determine how the superseded data were derived.
 HV6918
 HV6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5336124066(NAD 83)
 HV6918_MARKER: DD = SURVEY DISK
 HV6918_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV6918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV6918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6918
 HV6918  HISTORY     - Date     Condition        Report By
 HV6918  HISTORY     - 1919     MONUMENTED       USN
 HV6918  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6918  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6918  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6918
 HV6918                          STATION DESCRIPTION
 HV6918
 HV6918'DESCRIBED BY US NAVY 1919 (PMT)
 HV6918'THIS STATION IS ON A ROUNDING POINT ON THE W SIDE OF THE ENTRANCE
 HV6918'TO MACHODOC RIVER AND 1.4 NAUTICAL MILES ESE OF KINGCOPSICO POINT.
 HV6918'THE STATION IS ON A SAND RIDGE ABOUT 4 FEET HIGH AND MIDWAY
 HV6918'BETWEEN THE HIGH-WATER LINE AND THE EDGE OF A POND.  IT IS ABOUT 3
 HV6918'METERS FROM EACH.  THE CENTER MARK IS AN ORDNANCE DISK.
 HV6918'
 HV6918'STATION MARK IS A STANDARD BRONZE DISK IN A TILE AS DESCRIBED IN
 HV6918'NOTE 6B.
 HV6918'
 HV6918'THERE IS NO REFERENCE MARK.
 HV6918
 HV6918                          STATION RECOVERY (1942)
 HV6918
 HV6918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6918'THIS STATION WAS THOROUGHLY SEARCHED FOR BY THREE MEN FOR ONE
 HV6918'HOUR, BUT NO TRACE OF IT COULD BE FOUND.  IT IS RECOMMENDED THAT
 HV6918'THIS STATION BE CLASSIFIED AS LOST.
 HV6918
 HV6918                          STATION RECOVERY (1998)
 HV6918
 HV6918'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6918'MARK NOT FOUND.
 HV6918
 HV6918                          STATION RECOVERY (2003)
 HV6918
 HV6918'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5203 ***********************************************************************
 HV5203  DESIGNATION -  BLOOM
 HV5203  PID         -  HV5203
 HV5203  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5203  USGS QUAD   -  MANASSAS (1994)
 HV5203
 HV5203                         *CURRENT SURVEY CONTROL
 HV5203  ___________________________________________________________________
 HV5203* NAD 83(1993)-  38 45 37.36837(N)    077 26 04.81504(W)     ADJUSTED  
 HV5203* NAVD 88     -        99.5    (meters)     326.     (feet)  VERTCON   
 HV5203  ___________________________________________________________________
 HV5203  X           -   1,083,429.034 (meters)                     COMP
 HV5203  Y           -  -4,860,797.400 (meters)                     COMP
 HV5203  Z           -   3,971,651.550 (meters)                     COMP
 HV5203  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HV5203  ELLIP HEIGHT-          67.58  (meters)          (06/04/02) GPS OBS
 HV5203  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV5203
 HV5203  HORZ ORDER  -  THIRD
 HV5203  ELLP ORDER  -  FOURTH    CLASS II
 HV5203
 HV5203.The horizontal coordinates were established by classical geodetic methods
 HV5203.and adjusted by the National Geodetic Survey in November 1994..
 HV5203
 HV5203.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5203
 HV5203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5203
 HV5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5203
 HV5203.The ellipsoidal height was determined by GPS observations
 HV5203.and is referenced to NAD 83.
 HV5203
 HV5203.The geoid height was determined by GEOID03.
 HV5203
 HV5203;                    North         East     Units Scale Factor Converg.
 HV5203;SPC VA N     - 2,121,938.564 3,592,589.524   MT  0.99995148   +0 39 53.6
 HV5203;SPC VA N     - 6,961,726.77 11,786,687.46   sFT  0.99995148   +0 39 53.6
 HV5203;UTM  18      - 4,293,001.113   288,454.449   MT  1.00015111   -1 31 29.4
 HV5203
 HV5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5203!SPC VA N     -   0.99998940  x   0.99995148  =   0.99994088
 HV5203!UTM  18      -   0.99998940  x   1.00015111  =   1.00014051
 HV5203
 HV5203|---------------------------------------------------------------------|
 HV5203| PID    Reference Object                     Distance      Geod. Az  |
 HV5203|                                                           dddmmss.s |
 HV5203| DC6685 BLOOM RM 1                           12.566 METERS 04945     |
 HV5203| DC6686 BLOOM RM 2                           26.063 METERS 23414     |
 HV5203| HV5205 MANASSAS OLD MUN TANK               APPROX. 3.1 KM 2542128.9 |
 HV5203| HV5207 MANASSAS PRINCE WM ELEC MAST        APPROX. 2.5 KM 2654055.4 |
 HV5203| HV5206 MANASSAS PARK STANDPIPE             APPROX. 2.0 KM 3022256.6 |
 HV5203| DC6684 BLOOM AZ MK                                        3094533.8 |
 HV5203|---------------------------------------------------------------------|
 HV5203
 HV5203                          SUPERSEDED SURVEY CONTROL
 HV5203
 HV5203  ELLIP H (11/14/94)   67.50   (m)                       GP(       ) 4 2
 HV5203  NAD 83(1993)-  38 45 37.36794(N)    077 26 04.82571(W) AD(       ) 3
 HV5203  ELLIP H (01/27/92)   66.94   (m)                       GP(       ) 4 1
 HV5203  NAD 83(1986)-  38 45 37.36740(N)    077 26 04.82937(W) AD(       ) 3
 HV5203  NAD 27      -  38 45 36.95297(N)    077 26 05.86460(W) AD(       ) 3
 HV5203  NGVD 29 (01/20/89)   99.8    (m)          327.     (f) GPS OBS        
 HV5203
 HV5203.Superseded values are not recommended for survey control.
 HV5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5203.See file dsdata.txt to determine how the superseded data were derived.
 HV5203
 HV5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8845493001(NAD 83)
 HV5203_MARKER: DS = TRIANGULATION STATION DISK
 HV5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5203+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1987
 HV5203
 HV5203  HISTORY     - Date     Condition        Report By
 HV5203  HISTORY     - 1958     MONUMENTED       CGS
 HV5203  HISTORY     - 1969     GOOD             USA
 HV5203  HISTORY     - 19870110 GOOD             GEOHYD
 HV5203
 HV5203                          STATION DESCRIPTION
 HV5203
 HV5203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5203'THE STATION IS ABOUT 5-1/2 MILES SOUTH OF CENTREVILLE AND 2.0
 HV5203'MILES EAST-NORTHEAST OF MANASSAS, ON THE SOUTHERN SLOPE OF
 HV5203'HILL WHICH HAS A PINE GROVE AT ITS SUMMIT.  THE STATION
 HV5203'IS ALONG THE MOST WESTERLY ROAD RIGHT-OF-WAY FENCE ABOUT
 HV5203'300 YARDS FROM THE TOP OF HILL, AND IS ON THE PROPERTY OF MR.
 HV5203'HUDDIAN.
 HV5203'
 HV5203'TO REACH FROM THE NATIONAL BANK IN MANASSAS, GO EAST AND NORTH
 HV5203'ON STATE HIGHWAY 28 FOR 1.75 MILES TO A SIDE ROAD ON THE RIGHT,
 HV5203'COUNTY ROUTE 691.  TURN RIGHT, GO EASTERLY ON COUNTY ROUTE
 HV5203'691 FOR 0.4 MILE TO WHERE THE ROAD TURNS NORTHERLY AND TWO
 HV5203'ROCK PIERS ON THE RIGHT AT ENTRANCE TO THE E.M. CONNER RANCH.
 HV5203'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE AZIMUTH MARK
 HV5203'ON THE RIGHT.  CONTINUE NORTHERLY FOR 0.15 MILE TO A T-ROAD
 HV5203'JUNCTION WITH COUNTY ROUTE 616.  TURN RIGHT, GO SOUTHEASTERLY
 HV5203'FOR 0.45 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND GO
 HV5203'EASTERLY FOR 0.8 MILE TO WHERE THE ROAD TURNS RIGHT AND A
 HV5203'WOODEN GATE ON THE LEFT.  PASS THROUGH GATE AND FOLLOW A
 HV5203'NARROW LANE ROAD FOR 0.2 MILE TO STATION ON THE LEFT.
 HV5203'
 HV5203'STATION MARKS ARE STANDARD DISKS STAMPED BLOOM 1958.  THE SURFACE
 HV5203'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HV5203'THE GROUND.  IT IS 90 FEET NORTH-NORTHEAST OF A T-JUNCTION
 HV5203'OF LANES, 8 FEET WEST-SOUTHWEST OF THE CENTER OF ROAD, AND 3
 HV5203'FEET EAST-NORTHEAST OF THE WESTERLY LANE FENCE.  A STANDARD
 HV5203'WITNESS POST WAS SET 5 FEET SOUTHWEST OF MARK.  THE UNDERGROUND
 HV5203'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 HV5203'THE GROUND SURFACE.
 HV5203'
 HV5203'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOOM NO 1 1958,
 HV5203'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5203'IT IS 11 FEET EAST-NORTHEAST OF THE CENTER OF ROAD., 9 FEET
 HV5203'SOUTH-SOUTHWEST OF AN EIGHT INCH EVERGREEN TREE, AND 1 FOOT
 HV5203'EAST-NORTHEAST OF THE EASTERLY LANE FENCE.
 HV5203'
 HV5203'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOOM NO 2 1958,
 HV5203'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5203'IT IS 55 FEET NORTHWEST OF THE T-JUNCTION OF LANES, AND 9
 HV5203'FEET NORTH-NORTHEAST OF THE CENTER OF LANE.
 HV5203'
 HV5203'AZIMUTH MARK, A STANDARD DISK STAMPED BLOOM 1958, IS SET IN A
 HV5203'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 171 FEET
 HV5203'SOUTH OF THE THIRD POWER LINE POLE WHICH RUNS NORTHERLY
 HV5203'FROM ENTRANCE TO THE E.R. CONNER RANCH.  17 FEET SOUTHEAST FROM
 HV5203'THE CENTER OF ROAD, AND 1 FOOT SOUTHEAST OF FENCE LINE.  A
 HV5203'STANDARD WITNESS POST WAS SET 2 FEET NORTH OF MARK.
 HV5203
 HV5203                          STATION RECOVERY (1969)
 HV5203
 HV5203'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5203'STATION AND R.M. 2 ARE IN GOOD CONDITION.  R.M. 1 IS DESTROYED.
 HV5203
 HV5203                          STATION RECOVERY (1987)
 HV5203
 HV5203'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV5203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3086 ***********************************************************************
 FX3086  DESIGNATION -  BLOSSOM
 FX3086  PID         -  FX3086
 FX3086  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3086  USGS QUAD   -  PLEASANT RIDGE (1981)
 FX3086
 FX3086                         *CURRENT SURVEY CONTROL
 FX3086  ___________________________________________________________________
 FX3086* NAD 83(1993)-  36 38 04.57571(N)    076 02 21.79308(W)     ADJUSTED  
 FX3086* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3086  ___________________________________________________________________
 FX3086  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 FX3086  GEOID HEIGHT-         -37.88  (meters)                     GEOID03
 FX3086
 FX3086  HORZ ORDER  -  FIRST
 FX3086
 FX3086.The horizontal coordinates were established by classical geodetic methods
 FX3086.and adjusted by the National Geodetic Survey in September 1995..
 FX3086
 FX3086.The orthometric height was scaled from a topographic map.
 FX3086
 FX3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3086
 FX3086.The geoid height was determined by GEOID03.
 FX3086
 FX3086;                    North         East     Units Scale Factor Converg.
 FX3086;SPC VA S     - 1,036,301.519 3,720,047.791   MT  1.00002659   +1 29 36.3
 FX3086;SPC VA S     - 3,399,932.57 12,204,856.79   sFT  1.00002659   +1 29 36.3
 FX3086;SPC NC       -   323,971.890   874,390.210   MT  1.00016428   +1 42 31.6
 FX3086;SPC NC       - 1,062,897.78  2,868,728.55   sFT  1.00016428   +1 42 31.6
 FX3086;UTM  18      - 4,054,842.058   407,077.313   MT  0.99970638   -0 37 12.9
 FX3086
 FX3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3086!SPC VA S     -   1.00000537  x   1.00002659  =   1.00003196
 FX3086!SPC NC       -   1.00000537  x   1.00016428  =   1.00016965
 FX3086!UTM  18      -   1.00000537  x   0.99970638  =   0.99971174
 FX3086
 FX3086|---------------------------------------------------------------------|
 FX3086| PID    Reference Object                     Distance      Geod. Az  |
 FX3086|                                                           dddmmss.s |
 FX3086| DC8077 BLOSSOM RM 1                         37.180 METERS 01305     |
 FX3086| DC8078 BLOSSOM RM 2                                       0195226.2 |
 FX3086| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 4.7 KM 2013458.2 |
 FX3086| FX3111 NORTH LANDING RIVER BEACON 17       APPROX. 2.7 KM 2030739.4 |
 FX3086| DC8079 BLOSSOM RM 3                         49.010 METERS 23438     |
 FX3086|---------------------------------------------------------------------|
 FX3086
 FX3086                          SUPERSEDED SURVEY CONTROL
 FX3086
 FX3086  NAD 83(1986)-  36 38 04.58559(N)    076 02 21.82391(W) AD(       ) 1
 FX3086  NAD 27      -  36 38 04.04100(N)    076 02 23.07200(W) AD(       ) 1
 FX3086
 FX3086.Superseded values are not recommended for survey control.
 FX3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3086.See file dsdata.txt to determine how the superseded data were derived.
 FX3086
 FX3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0707754842(NAD 83)
 FX3086_MARKER: DS = TRIANGULATION STATION DISK
 FX3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3086
 FX3086  HISTORY     - Date     Condition        Report By
 FX3086  HISTORY     - 1931     MONUMENTED       CGS
 FX3086  HISTORY     - 1934     GOOD             CGS
 FX3086  HISTORY     - 1939     MARK NOT FOUND   CGS
 FX3086  HISTORY     - 1947     MARK NOT FOUND   VADH
 FX3086  HISTORY     - 1954     SEE DESCRIPTION  USN
 FX3086  HISTORY     - 1959     MARK NOT FOUND   CGS
 FX3086
 FX3086                          STATION DESCRIPTION
 FX3086
 FX3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3086'ABOUT 6 MILES SOUTH OF THE PUNGO POST OFFICE, IN AN ORCHARD
 FX3086'ON THE EAST SIDE OF ROAD APPROXIMATELY 43 METERS EAST BY
 FX3086'NORTH OF OLD ABANDONED BLOSSOM HILL STORE AND POST OFFICE
 FX3086'WHICH IS CONSTRUCTED OF WOOD AND CONCRETE ON THE WEST SIDE
 FX3086'OF THE ROAD, 5.8 METERS EAST OF A FENCE ALONG EAST SIDE OF
 FX3086'ROAD, 12.5 METERS EAST OF CENTER LINE OF ROAD.  THE MARK IS
 FX3086'SET 12 INCHES BELOW THE SURFACE OF THE GROUND FOR CULTIVATION
 FX3086'PURPOSES.
 FX3086'
 FX3086'TO REACH FROM PUNGO, GO SOUTH ON THE MAIN MACADAM ROAD TOWARD
 FX3086'MUNDEN POINT FOR 5.1 MILES TO BACK BAY GARAGE.  FROM HERE
 FX3086'KEEP TO THE RIGHT HAND ROAD AT THE FORKS FOR 1.4 MILES TO THE
 FX3086'STATION.
 FX3086'
 FX3086'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3086'DISKS SET IN CONCRETE.
 FX3086'
 FX3086'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 7 METERS
 FX3086'EAST OF THE CENTER LINE OF ROAD, IN FENCE LINE ON EAST SIDE
 FX3086'OF ROAD.
 FX3086'
 FX3086'REFERENCE MARK NO. 2 IS NORTH BY WEST OF THE STATION, 4.5
 FX3086'METERS WEST OF THE CENTER LINE OF ROAD, 3 METERS NORTH OF THE
 FX3086'CENTER LINE OF LANE LEADING TO TWO-STORY WHITE-WASHED HOUSE
 FX3086'WHICH IS APPROXIMATELY 180 METERS WEST OF ROAD, APPROXIMATELY
 FX3086'60 METERS SOUTH OF POINT WHERE HIGHWAY MAKES A TURN TO THE
 FX3086'EAST.
 FX3086'
 FX3086'REFERENCE MARK NO. 3 IS WEST OF STATION, 15 METERS WEST OF
 FX3086'THE CENTER LINE OF ROAD, 1.5 METERS SOUTH OF THE CENTER
 FX3086'LINE OF LANE LEADING TO WHITE HOUSE WEST OF ROAD, 8 METERS
 FX3086'SOUTH OF THE OLD ABANDONED BLOSSOM HILL STORE AND POST OFFICE
 FX3086'AND 15 METERS NORTH OF AN OLD ABANDONED SHACK.
 FX3086'
 FX3086'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 FX3086
 FX3086                          STATION RECOVERY (1934)
 FX3086
 FX3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3086'THE DESCRIPTION AS OF 1931 IS ADEQUATE WITH THE FOLLOWING
 FX3086'CORRECTIONS--THE ORCHARD MENTIONED AS BEING ON THE EAST SIDE
 FX3086'OF THE ROAD IS NOT IN EVIDENCE.  THE OLD ABANDONED STORE AND
 FX3086'POST OFFICE IS DESTROYED BUT THE CONCRETE FLOOR AND FOUNDATIONS
 FX3086'ARE STILL CLEARLY IN EVIDENCE.
 FX3086'
 FX3086'THE REFERENCE MARKS WERE REMEASURED AND THE NEW MEASUREMENTS
 FX3086'WERE CHECKED BY TWO ANGLES AND INCLUDED SIDE METHOD.  THERE
 FX3086'WAS A MARKED DIFFERENCE BETWEEN THE TWO MEASUREMENTS.  REFERENCE
 FX3086'MARK NO. 1 DISTANCE 37.18 METERS.  REFERENCE MARK NO. 3 DISTANCE
 FX3086'49.01 METERS.  REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3
 FX3086'DISTANCE 264.77 FEET.
 FX3086
 FX3086                          STATION RECOVERY (1939)
 FX3086
 FX3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (CAT)
 FX3086'STATION MARK NOT FOUND.  REFERENCE MARKS 2 AND 3 WERE RECOVERED
 FX3086'IN GOOD CONDITION.
 FX3086
 FX3086                          STATION RECOVERY (1947)
 FX3086
 FX3086'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1947 (JMH)
 FX3086'REFERENCE MARKS 1 AND 2 WERE RECOVERED.  REFERENCE MARK 3
 FX3086'WAS KNOCKED OUT.
 FX3086
 FX3086                          STATION RECOVERY (1954)
 FX3086
 FX3086'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FX3086'STATION HAS BEEN UPROOTED AND IS NOW LYING ON ITS SIDE IN
 FX3086'A PLOWED FIELD.  REFERENCE MARK 1 HAS BEEN ROTATED.  THE ARROW
 FX3086'NO LONGER POINTS TO THE ORIGINAL LOCATION OF THE STATION.
 FX3086'THE MONUMENT APPEARS TO BE SOLID IN THE GROUND.  IT IS RECOMMENDED
 FX3086'THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 FX3086'
 FX3086'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FX3086'EXCEPTIONS--
 FX3086'
 FX3086'THE LANE LEADING TO THE TWO-STORY WHITEWASHED HOUSE NO LONGER
 FX3086'EXISTS.  A NEW LANE NOW LEADS TO THE HOUSE.  THE REFERENCE
 FX3086'MARK IS NOW BURIED 8 IN. BENEATH THE GROUND.
 FX3086
 FX3086                          STATION RECOVERY (1959)
 FX3086
 FX3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX3086'STATION AND ALL MARKS HAVE BEEN DESTROYED.  THE STATION AND
 FX3086'REFERENCE MARK NO. 1 WERE FOUND LYING IN THE DITCH.  REFERENCE
 FX3086'MARK NO. 2 WAS FOUND LEANING BADLY.  REFERENCE MARK NO. 3
 FX3086'WAS DESTROYED AND NOW IN THE FILL OF THE FARMERS LAWN.  STATION,
 FX3086'REFERENCE MARKS 1 AND 2 DISK WERE RECLAIMED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1063 ***********************************************************************
 FW1063  DESIGNATION -  BLOXAIS HOUSE SOUTH CHIMNEY
 FW1063  PID         -  FW1063
 FW1063  STATE/COUNTY-  VA/ACCOMACK
 FW1063  USGS QUAD   -  BLOXOM (1979)
 FW1063
 FW1063                         *CURRENT SURVEY CONTROL
 FW1063  ___________________________________________________________________
 FW1063* NAD 83(1993)-  37 49 38.66191(N)    075 31 50.01971(W)     ADJUSTED  
 FW1063* NAVD 88     -                                                        
 FW1063  ___________________________________________________________________
 FW1063  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FW1063  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW1063
 FW1063  HORZ ORDER  -  THIRD
 FW1063
 FW1063.The horizontal coordinates were established by classical geodetic methods
 FW1063.and adjusted by the National Geodetic Survey in November 1994..
 FW1063
 FW1063
 FW1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1063
 FW1063.The geoid height was determined by GEOID03.
 FW1063
 FW1063;                    North         East     Units Scale Factor Converg.
 FW1063;SPC VA S     - 1,169,919.700 3,761,374.233   MT  0.99997755   +1 48 08.0
 FW1063;SPC VA S     - 3,838,311.55 12,340,441.96   sFT  0.99997755   +1 48 08.0
 FW1063;UTM  18      - 4,186,798.230   453,309.031   MT  0.99962685   -0 19 31.4
 FW1063
 FW1063                          SUPERSEDED SURVEY CONTROL
 FW1063
 FW1063  NAD 83(1993)-  37 49 38.66062(N)    075 31 50.02825(W) AD(       ) 4
 FW1063  NAD 83(1986)-  37 49 38.65953(N)    075 31 50.05604(W) AD(       ) 4
 FW1063  NAD 27      -  37 49 38.21000(N)    075 31 51.31000(W) AD(       ) 3
 FW1063
 FW1063.Superseded values are not recommended for survey control.
 FW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1063.See file dsdata.txt to determine how the superseded data were derived.
 FW1063
 FW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5330986798(NAD 83)
 FW1063_MARKER: 85 = CHIMNEY
 FW1063
 FW1063  HISTORY     - Date     Condition        Report By
 FW1063  HISTORY     - 1909     FIRST OBSERVED   CGS
 FW1063  HISTORY     - 1942     GOOD             CGS
 FW1063  HISTORY     - 1961     GOOD             CGS
 FW1063
 FW1063                          STATION DESCRIPTION
 FW1063
 FW1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1063'BLOXAIS HOUSE IS LOCATED ABOUT 3/4 MILE W OF MAIN NARROWS CHANNEL
 FW1063'ON THE MAINLAND, ON THE N SIDE OF A SMALL CREEK LOCALLY KNOWN
 FW1063'AS HOG CREEK.  THE HOUSE IS ON HIGH GROUND NE OF THE BLOXOM
 FW1063'LANDING.  IT IS A 3-STORY FRAME HOUSE, AND THE STATION IS THE
 FW1063'S CHIMNEY OF THE HOUSE.
 FW1063'
 FW1063'TO REACH THIS STATION FROM THE POST OFFICE BUILDING AT MAPPSVILLE,
 FW1063'VIRGINIA, GO E ON ASPHALT COUNTY ROAD 689 FOR 1.35 MILES TO
 FW1063'INTERSECTION OF COUNTY ROADS 679 AND 689, CONTINUE ON ROUTE 689
 FW1063'FOR 1.0 MILE, THEN TURN RIGHT ON PRIVATE ROAD AND GO 0.35 MILE TO
 FW1063'THE BLOXAIS HOUSE, WHICH IS AT THE END OF THE ROAD.
 FW1063
 FW1063                          STATION RECOVERY (1961)
 FW1063
 FW1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1063'STATION RECOVERED IN GOOD CONDITION.  THE 1942 RECOVERY NOTE IS
 FW1063'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3986 ***********************************************************************
 FX3986  DESIGNATION -  BLUD
 FX3986  PID         -  FX3986
 FX3986  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3986  USGS QUAD   -  CHUCKATUCK (1990)
 FX3986
 FX3986                         *CURRENT SURVEY CONTROL
 FX3986  ___________________________________________________________________
 FX3986* NAD 83(1993)-  36 45 33.27808(N)    076 33 14.26354(W)     ADJUSTED  
 FX3986* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3986  ___________________________________________________________________
 FX3986  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 FX3986  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FX3986
 FX3986  HORZ ORDER  -  SECOND
 FX3986
 FX3986.The horizontal coordinates were established by classical geodetic methods
 FX3986.and adjusted by the National Geodetic Survey in September 1995..
 FX3986
 FX3986.The orthometric height was scaled from a topographic map.
 FX3986
 FX3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3986
 FX3986.The geoid height was determined by GEOID03.
 FX3986
 FX3986;                    North         East     Units Scale Factor Converg.
 FX3986;SPC VA S     - 1,049,056.219 3,673,752.622   MT  1.00000136   +1 10 52.0
 FX3986;SPC VA S     - 3,441,778.61 12,052,970.06   sFT  1.00000136   +1 10 52.0
 FX3986;UTM  18      - 4,069,290.885   361,294.987   MT  0.99983702   -0 55 48.4
 FX3986
 FX3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3986!SPC VA S     -   1.00000467  x   1.00000136  =   1.00000603
 FX3986!UTM  18      -   1.00000467  x   0.99983702  =   0.99984169
 FX3986
 FX3986:                Primary Azimuth Mark                     Grid Az
 FX3986:SPC VA S     -  KELLY                                    215 27 29.9
 FX3986:UTM  18      -  KELLY                                    217 34 10.3
 FX3986
 FX3986|---------------------------------------------------------------------|
 FX3986| PID    Reference Object                     Distance      Geod. Az  |
 FX3986|                                                           dddmmss.s |
 FX3986| FX4030 KELLY                               APPROX. 1.1 KM 2163821.9 |
 FX3986| DC8080 BLUD RM 1                            11.658 METERS 25246     |
 FX3986| DC8081 BLUD RM 2                            10.147 METERS 33023     |
 FX3986|---------------------------------------------------------------------|
 FX3986
 FX3986                          SUPERSEDED SURVEY CONTROL
 FX3986
 FX3986  NAD 83(1986)-  36 45 33.28420(N)    076 33 14.29283(W) AD(       ) 2
 FX3986  NAD 27      -  36 45 32.74760(N)    076 33 15.47060(W) AD(       ) 2
 FX3986
 FX3986.Superseded values are not recommended for survey control.
 FX3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3986.See file dsdata.txt to determine how the superseded data were derived.
 FX3986
 FX3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6129569291(NAD 83)
 FX3986_MARKER: DS = TRIANGULATION STATION DISK
 FX3986_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3986_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3986
 FX3986  HISTORY     - Date     Condition        Report By
 FX3986  HISTORY     - 1932     MONUMENTED       CGS
 FX3986
 FX3986                          STATION DESCRIPTION
 FX3986
 FX3986'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3986'A TRAVERSE STATION LOCATED ON LAND OWNED BY MARY WILLIS, A
 FX3986'NEGRESS, SITUATED ABOUT 1-1/2 MILES NORTHEAST OF SUFFOLK ON
 FX3986'THE EAST EDGE OF THE RIGHT-OF-WAY OF THE SOUTHERN RAILROAD.
 FX3986'IT IS SITUATED ON THE EAST SIDE OF THE SECOND CURVE OF THE
 FX3986'RAILROAD NORTH OF THE GRADE CROSSING OF THE SOUTHERN RAILROAD
 FX3986'AND U.S. HIGHWAY 58.  IT IS LOCATED ABOUT 50 FEET EAST OF
 FX3986'THE EAST RAIL AND ABOUT 20 FEET NORTH OF A DRIVEWAY WHICH
 FX3986'PASSES THROUGH FARMYARD OF THE LANDOWNER.  A DEEP GULLY LIES
 FX3986'JUST SOUTH OF THE STATION.  THE STATION MARK IS A STANDARD
 FX3986'DISK SET IN THE TOP OF A 7-INCH TILE WHICH WAS FILLED WITH
 FX3986'CONCRETE AND SET IN THE GROUND TO A DEPTH OF 2 FEET.  THE
 FX3986'TOP OF THE TILE PROJECTS FROM THE GROUND ABOUT 4 INCHES.
 FX3986'
 FX3986'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK SET IN TOP
 FX3986'OF A CONCRETE POST, 7 BY 9 INCHES BY 2 FEET, WHICH IS SITUATED
 FX3986'ON THE NORTH SIDE OF THE GULLY, AND ON THE SOUTH SIDE OF THE
 FX3986'DRIVEWAY HERETOFORE MENTIONED.  IT IS NEARLY ON LINE WITH THE
 FX3986'LINE OF TELEPHONE POLES ON THE EAST SIDE OF THE RAILROAD.
 FX3986'IT IS 24 FEET FROM THE EAST RAIL OF THE TRACK.
 FX3986'
 FX3986'REFERENCE MARK NO. 2 IS SITUATED ABOUT 4 FEET EAST OF THE
 FX3986'EDGE OF THE BANK ON THE NORTH SIDE OF THE DRIVEWAY, ABOUT
 FX3986'25 FEET EAST FROM THE EAST RAIL OF THE TRACK AND ABOUT 3 FEET
 FX3986'EAST OF THE LINE OF TELEPHONE POLES, ON THE EAST SIDE OF THE
 FX3986'TRACK.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 FX3986'THE TOP OF A CONCRETE POST 8 INCHES BY 7 INCHES BY 2 FEET
 FX3986'WHICH PROJECTS ABOVE THE GROUND ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1896 ***********************************************************************
 GV1896  DESIGNATION -  BLUE
 GV1896  PID         -  GV1896
 GV1896  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1896  USGS QUAD   -  CARSON (1987)
 GV1896
 GV1896                         *CURRENT SURVEY CONTROL
 GV1896  ___________________________________________________________________
 GV1896* NAD 83(1993)-  37 01 17.46516(N)    077 23 33.30644(W)     ADJUSTED  
 GV1896* NAVD 88     -        37.681  (meters)     123.63   (feet)  ADJUSTED  
 GV1896  ___________________________________________________________________
 GV1896  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GV1896  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV1896  DYNAMIC HT  -          37.653 (meters)     123.53  (feet)  COMP
 GV1896  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 GV1896
 GV1896  HORZ ORDER  -  SECOND
 GV1896  VERT ORDER  -  SECOND    CLASS 0
 GV1896
 GV1896.The horizontal coordinates were established by classical geodetic methods
 GV1896.and adjusted by the National Geodetic Survey in September 1995..
 GV1896
 GV1896.The orthometric height was determined by differential leveling
 GV1896.and adjusted by the National Geodetic Survey in June 1991..
 GV1896
 GV1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1896
 GV1896.The geoid height was determined by GEOID03.
 GV1896
 GV1896.The dynamic height is computed by dividing the NAVD 88
 GV1896.geopotential number by the normal gravity value computed on the
 GV1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1896.degrees latitude (g = 980.6199 gals.).
 GV1896
 GV1896.The modeled gravity was interpolated from observed gravity values.
 GV1896
 GV1896;                    North         East     Units Scale Factor Converg.
 GV1896;SPC VA S     - 1,076,948.725 3,598,539.211   MT  0.99996352   +0 40 19.6
 GV1896;SPC VA S     - 3,533,289.28 11,806,207.39   sFT  0.99996352   +0 40 19.6
 GV1896;UTM  18      - 4,099,936.101   287,160.027   MT  1.00015809   -1 26 28.1
 GV1896
 GV1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1896!SPC VA S     -   0.99999940  x   0.99996352  =   0.99996292
 GV1896!UTM  18      -   0.99999940  x   1.00015809  =   1.00015749
 GV1896
 GV1896:                Primary Azimuth Mark                     Grid Az
 GV1896:SPC VA S     -  STAR                                     179 40 35.1
 GV1896:UTM  18      -  STAR                                     181 47 22.8
 GV1896
 GV1896|---------------------------------------------------------------------|
 GV1896| PID    Reference Object                     Distance      Geod. Az  |
 GV1896|                                                           dddmmss.s |
 GV1896| FX1070 STAR                                APPROX. 4.9 KM 1802054.7 |
 GV1896| GV1897 BLUE RM 1                             7.803 METERS 18157     |
 GV1896| GV1895 BLUE RM 2                             7.050 METERS 26707     |
 GV1896|---------------------------------------------------------------------|
 GV1896
 GV1896                          SUPERSEDED SURVEY CONTROL
 GV1896
 GV1896  NAD 83(1986)-  37 01 17.47175(N)    077 23 33.32535(W) AD(       ) 2
 GV1896  NAD 27      -  37 01 16.92760(N)    077 23 34.39880(W) AD(       ) 2
 GV1896  NGVD 29 (??/??/??)   38.042  (m)          124.81   (f) ADJUSTED    2 0
 GV1896
 GV1896.Superseded values are not recommended for survey control.
 GV1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1896.See file dsdata.txt to determine how the superseded data were derived.
 GV1896
 GV1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8716099936(NAD 83)
 GV1896_MARKER: DS = TRIANGULATION STATION DISK
 GV1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1896_STAMPING: BLUE 1959
 GV1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1896+STABILITY: SURFACE MOTION
 GV1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1896+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 GV1896
 GV1896  HISTORY     - Date     Condition        Report By
 GV1896  HISTORY     - 1959     MONUMENTED       CGS
 GV1896  HISTORY     - 1959     GOOD             CGS
 GV1896  HISTORY     - 1961     GOOD             CGS
 GV1896  HISTORY     - 1965     GOOD             CGS
 GV1896  HISTORY     - 1977     GOOD             NGS
 GV1896  HISTORY     - 1978     GOOD             NGS
 GV1896  HISTORY     - 19980609 GOOD             USPSQD
 GV1896  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 GV1896  HISTORY     - 20060329 GOOD             USPSQD
 GV1896
 GV1896                          STATION DESCRIPTION
 GV1896
 GV1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1896'STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 301,
 GV1896'14 MILES SOUTH OF PETERSBURG AND 1.1 MILES SOUTH OF CARSON.
 GV1896'
 GV1896'STATION, STAMPED BLUE 1959, IS SET FLUSH WITH THE SURFACE
 GV1896'OF THE GROUND.  IT IS 53 FEET SOUTHEAST OF A STUCKEYS BILL
 GV1896'BOARD, 38 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 GV1896'LANE OF U.S. HIGHWAY 301, 34 FEET SOUTHEAST OF A TRIANGULAR
 GV1896'BLAZED OAK TREE, 22 FEET EAST OF A C AND GS SIGN AND ABOUT
 GV1896'5 FEET ABOVE THE ELEVATION OF THE ROAD.
 GV1896'
 GV1896'R.M. 1, STAMPED BLUE NO 1 1959, IS SET FLUSH WITH THE SURFACE
 GV1896'OF THE GROUND.  IT IS 38 FEET WEST OF THE CENTERLINE OF THE
 GV1896'SOUTH BOUND LANE OF U.S. HIGHWAY 301, 30 FEET SOUTHEAST OF
 GV1896'A C AND GS SIGN, ABOUT THE SAME ELEVATION AS THE STATION
 GV1896'AND ABOUT 5 FEET ABOVE THE ELEVATION OF THE ROAD.
 GV1896'
 GV1896'R.M. 2, STAMPED BLUE NO 2 1959, PROJECTS ABOUT 3 INCHES.
 GV1896'IT IS 61 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 GV1896'LANE OF U.S. HIGHWAY 301, 33 FEET SOUTH OF A TRIANGULAR
 GV1896'BLAZED OAK TREE, 3.0 FEET NORTH-NORTHWEST OF A C AND GS
 GV1896'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.
 GV1896'
 GV1896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 GV1896'AND STATE HIGHWAY 35, (THIS IS 8.45 MILES SOUTH ON U.S.
 GV1896'HIGHWAY 301 FROM THE U.S. POST OFFICE IN PETERSBURG, WALNUT
 GV1896'HILL STA.) GO SOUTH ON U.S. HIGHWAY 301 FOR 4.8 MILES TO
 GV1896'THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 GV1896'
 GV1896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GV1896
 GV1896                          STATION RECOVERY (1959)
 GV1896
 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GV1896'1 MI S FROM CARSON.
 GV1896'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE POST
 GV1896'OFFICE AT CARSON, 38 1/2 FEET WEST OF CENTER LINE OF SOUTH
 GV1896'BOUND LANE OF HIGHWAY, 35 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 GV1896'BLAZED 10-INCH OAK TREE, 26 FEET NORTH OF RM NO. 1, 23 1/2
 GV1896'FEET EAST OF RM NO. 2, 22 FEET EAST OF A STEEL WITNESS POST,
 GV1896'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 GV1896'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GV1896
 GV1896                          STATION RECOVERY (1961)
 GV1896
 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV1896'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 GV1896'IN GOOD CONDITION.
 GV1896
 GV1896                          STATION RECOVERY (1965)
 GV1896
 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 GV1896'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1896'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV1896'EXCEPT THAT THE STUCKEYS BILL BOARD IS GONE.
 GV1896
 GV1896                          STATION RECOVERY (1977)
 GV1896
 GV1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GV1896'RECOVERED IN GOOD CONDITION.
 GV1896
 GV1896                          STATION RECOVERY (1978)
 GV1896
 GV1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GV1896'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GV1896'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AND THE ANGLE BETWEEN
 GV1896'CHECKED WITH THE 1959 DESCRIPTION.
 GV1896'
 GV1896'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV1896'
 GV1896'THE STATION IS ABOUT 14 MILES SOUTH OF PETERSBURG, 5.5 MILES NORTH
 GV1896'OF STONY CREEK AND 1 MILE SOUTH OF CARSON ON THE ROAD RIGHT OF WAY.
 GV1896'
 GV1896'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE 95 AND
 GV1896'STATE HIGHWAY 40 IN STONY CREEK, GO NORTH ON THE WEST ACCESS ROAD
 GV1896'OF I-95 FOR 5.4 MILES TO THE STATION ON THE LEFT ON A CUT BANK.
 GV1896'
 GV1896'STATION MARKS ARE STANDARD DISK STAMPED---BLUE 1959---THE
 GV1896'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 GV1896'IS FLUSH WITH THE GROUND.  THE DEPTH OF THE UNDERGROUND MARK IS
 GV1896'UNKNOWN.  THEY ARE 38 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD,
 GV1896'28.7 FEET NORTHEAST OF POWERLINE POLE 84, 22.3 FEET EAST OF A METAL
 GV1896'WITNESS POST AND ABOUT 5 FEET ABOVE THE ELEVATION OF THE ACCESS ROAD.
 GV1896'
 GV1896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BLUE NO 1 1959---
 GV1896'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GV1896'THE GROUND.  IT IS 39.5 FEET WEST OF THE CENTERLINE OF THE ACCESS
 GV1896'ROAD, 30.4 FEET SOUTHEAST OF THE WITNESS POST AND 19 FEET
 GV1896'EAST-SOUTHEAST OF POWERLINE POLE 84.
 GV1896'
 GV1896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BLUE NO 2 1959---SET
 GV1896'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 GV1896'GROUND.  IT IS 61 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD,
 GV1896'20 FEET NORTH-NORTHWEST OF POWERLINE POLE 84 AND 3 FEET
 GV1896'NORTH-NORTHEAST OF THE WITNESS POST.
 GV1896
 GV1896                          STATION RECOVERY (1998)
 GV1896
 GV1896'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1896'RECOVERED IN GOOD CONDITION.
 GV1896
 GV1896                          STATION RECOVERY (2003)
 GV1896
 GV1896'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC)
 GV1896'MARK NOT FOUND.
 GV1896
 GV1896                          STATION RECOVERY (2006)
 GV1896
 GV1896'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1558 ***********************************************************************
 GX1558  DESIGNATION -  BLUE
 GX1558  PID         -  GX1558
 GX1558  STATE/COUNTY-  VA/TAZEWELL
 GX1558  USGS QUAD   -  COVE CREEK (1979)
 GX1558
 GX1558                         *CURRENT SURVEY CONTROL
 GX1558  ___________________________________________________________________
 GX1558* NAD 83(1993)-  37 13 22.54858(N)    081 19 45.71775(W)     ADJUSTED  
 GX1558* NAVD 88     -       804.714  (meters)    2640.13   (feet)  ADJUSTED  
 GX1558  ___________________________________________________________________
 GX1558  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 GX1558  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GX1558  DYNAMIC HT  -         803.986 (meters)    2637.74  (feet)  COMP
 GX1558  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 GX1558
 GX1558  HORZ ORDER  -  SECOND
 GX1558  VERT ORDER  -  SECOND    CLASS 0
 GX1558
 GX1558.The horizontal coordinates were established by classical geodetic methods
 GX1558.and adjusted by the National Geodetic Survey in December 1995..
 GX1558
 GX1558.The orthometric height was determined by differential leveling
 GX1558.and adjusted by the National Geodetic Survey in June 1991..
 GX1558
 GX1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1558
 GX1558.The geoid height was determined by GEOID03.
 GX1558
 GX1558.The dynamic height is computed by dividing the NAVD 88
 GX1558.geopotential number by the normal gravity value computed on the
 GX1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1558.degrees latitude (g = 980.6199 gals.).
 GX1558
 GX1558.The modeled gravity was interpolated from observed gravity values.
 GX1558
 GX1558;                    North         East     Units Scale Factor Converg.
 GX1558;SPC VA S     - 1,102,484.973 3,248,941.062   MT  0.99994857   -1 43 02.0
 GX1558;SPC VA S     - 3,617,069.45 10,659,234.13   sFT  0.99994857   -1 43 02.0
 GX1558;UTM  17      - 4,119,654.009   470,780.040   MT  0.99961052   -0 11 57.3
 GX1558
 GX1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1558!SPC VA S     -   0.99987854  x   0.99994857  =   0.99982712
 GX1558!UTM  17      -   0.99987854  x   0.99961052  =   0.99948911
 GX1558
 GX1558:                Primary Azimuth Mark                     Grid Az
 GX1558:SPC VA S     -  BLUE AZ MK                               027 13 36.7
 GX1558:UTM  17      -  BLUE AZ MK                               025 42 32.0
 GX1558
 GX1558|---------------------------------------------------------------------|
 GX1558| PID    Reference Object                     Distance      Geod. Az  |
 GX1558|                                                           dddmmss.s |
 GX1558| GX1556 BLUE AZ MK                                         0253034.7 |
 GX1558| GX1559 BLUE RM 1                             8.660 METERS 11251     |
 GX1558| GX1557 BLUE RM 2                             7.398 METERS 21221     |
 GX1558|---------------------------------------------------------------------|
 GX1558
 GX1558                          SUPERSEDED SURVEY CONTROL
 GX1558
 GX1558  NAD 83(1993)-  37 13 22.54920(N)    081 19 45.72258(W) AD(       ) 2
 GX1558  NAD 83(1993)-  37 13 22.56235(N)    081 19 45.71289(W) AD(       ) 2
 GX1558  NAD 83(1986)-  37 13 22.55657(N)    081 19 45.71518(W) AD(       ) 2
 GX1558  NAD 27      -  37 13 22.13552(N)    081 19 46.34600(W) AD(       ) 2
 GX1558  NGVD 29 (??/??/92)  804.810  (m)         2640.45   (f) ADJ UNCH    2 0
 GX1558
 GX1558.Superseded values are not recommended for survey control.
 GX1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1558.See file dsdata.txt to determine how the superseded data were derived.
 GX1558
 GX1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7078019654(NAD 83)
 GX1558_MARKER: DS = TRIANGULATION STATION DISK
 GX1558_SETTING: 66 = SET IN ROCK OUTCROP
 GX1558_SP_SET: ROCK OUTCROP
 GX1558_STAMPING: BLUE 1963
 GX1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1558+STABILITY: POSITION/ELEVATION WELL
 GX1558
 GX1558  HISTORY     - Date     Condition        Report By
 GX1558  HISTORY     - 1963     MONUMENTED       CGS
 GX1558  HISTORY     - 1963     GOOD             CGS
 GX1558
 GX1558                          STATION DESCRIPTION
 GX1558
 GX1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1558'THE STATION IS APPROXIMATELY 4.0 MILES SOUTHWEST OF BLUEFIELD,
 GX1558'VIRGINIA AND 0.1 MILE SOUTH OF U.S. HIGHWAYS 460 AND 19.  IT IS
 GX1558'NEAR THE SUMMIT OF A RIDGE WHICH IS APPROXIMATELY HALF WAY
 GX1558'UP THE HILL.  THE PROPERTY IS OWNED BY MR. ALEX ST. CLAIR
 GX1558'AND IS NOW BEING USED AS A PASTURE.
 GX1558'
 GX1558'TO REACH FROM THE POST OFFICE IN BLUEFIELD, VIRGINIA, GO WEST
 GX1558'ON U.S. HIGHWAYS 460 AND 19 FOR 3.95 MILES TO GRANDVIEW
 GX1558'MEMORY GARDENS ON THE RIGHT AND AZIMUTH AS DESCRIBED, CONTINUE
 GX1558'0.3 MILE TO A SMALL BRIDGE CROSSING BLUESTONE CREEK AND
 GX1558'A RED GATE ON THE LEFT, JUST AFTER PASSING DISHMANS MARKET
 GX1558'ON THE RIGHT.  PASS THROUGH GATE AND PACK UP NORTH-SOUTH
 GX1558'FENCE LINE APPROXIMATELY 0.2 MILE TO TOP OF RIDGE AND STATION.
 GX1558'
 GX1558'THE STATION MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A
 GX1558'DRILL HOLE IN THE MOST PROMINENT OUTCROPPING BEDROCK.  IT
 GX1558'IS LOCATED ON THE NORTH-WEST SLOPE OF HILL, 110 FEET EAST OF A
 GX1558'NORTH-SOUTH WIRE FENCE AND IS STAMPED BLUE 1963.
 GX1558'
 GX1558'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 GX1558'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 12 INCHES.  IT
 GX1558'IS 129 FEET EAST OF A WIRE FENCE AND IS STAMPED BLUE NO 1
 GX1558'1963.
 GX1558'
 GX1558'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 GX1558'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES.  IT
 GX1558'IS 89 FEET EAST OF A WIRE FENCE AND IS STAMPED BLUE NO 2 1963.
 GX1558'
 GX1558'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GX1558'IN THE CURB OF THE NORTH END OF AN OBLONG TRAFFIC ISLAND,
 GX1558'WHICH PROJECTS 3 INCHES, AT THE ENTRANCE TO GRANDVIEW MEMORY
 GX1558'GARDENS, 44 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAYS
 GX1558'460 AND 19, 3 FEET NORTHWEST OF A 6 INCH STEEL POST AND IS
 GX1558'STAMPED BLUE 1963.
 GX1558'
 GX1558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX1558
 GX1558                          STATION RECOVERY (1963)
 GX1558
 GX1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1558'4.4 MI SW FROM BLUEFIELD.
 GX1558'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 19 AND 460 FROM THE
 GX1558'POST OFFICE IN BLUEFIELD TO A SMALL WOODEN BRIDGE AND A RED GATE
 GX1558'ON THE SOUTHEAST SIDE OF THE HIGHWAY, PASS THROUGH THE GATE AND
 GX1558'PROCEED SOUTHEAST ALONG A FENCE LINE, UP A STEEP HILL FOR 0.2 MILE
 GX1558'TO THE STATION AT THE TOP OF THE RIDGE.  THE MARK IS SET IN A
 GX1558'DRILL HOLE IN THE MOST PROMINENT OUTCROPPING ROCK, ON THE
 GX1558'NORTHWEST SLOPE OF THE HILL, 110 FEET EAST OF A NORTH AND SOUTH
 GX1558'WIRE FENCE LINE AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4903 ***********************************************************************
 GV4903  DESIGNATION -  BLUE
 GV4903  PID         -  GV4903
 GV4903  STATE/COUNTY-  VA/NEW KENT
 GV4903  USGS QUAD   -  NEW KENT (1978)
 GV4903
 GV4903                         *CURRENT SURVEY CONTROL
 GV4903  ___________________________________________________________________
 GV4903* NAD 83(1993)-  37 35 00.52452(N)    076 57 54.82333(W)     ADJUSTED  
 GV4903* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4903  ___________________________________________________________________
 GV4903  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GV4903  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 GV4903
 GV4903  HORZ ORDER  -  THIRD
 GV4903
 GV4903.The horizontal coordinates were established by classical geodetic methods
 GV4903.and adjusted by the National Geodetic Survey in November 1994..
 GV4903
 GV4903.The orthometric height was scaled from a topographic map.
 GV4903
 GV4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4903
 GV4903.The geoid height was determined by GEOID03.
 GV4903
 GV4903;                    North         East     Units Scale Factor Converg.
 GV4903;SPC VA S     - 1,139,837.804 3,635,549.193   MT  0.99995248   +0 55 53.4
 GV4903;SPC VA S     - 3,739,617.86 11,927,630.98   sFT  0.99995248   +0 55 53.4
 GV4903;UTM  18      - 4,161,418.233   326,478.059   MT  0.99997089   -1 11 56.1
 GV4903
 GV4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4903!SPC VA S     -   1.00000542  x   0.99995248  =   0.99995790
 GV4903!UTM  18      -   1.00000542  x   0.99997089  =   0.99997631
 GV4903
 GV4903|---------------------------------------------------------------------|
 GV4903| PID    Reference Object                     Distance      Geod. Az  |
 GV4903|                                                           dddmmss.s |
 GV4903| GV4924 EDEN                                209.065 METERS 04234     |
 GV4903| GV5002 WHALE                               352.214 METERS 17459     |
 GV4903| DC8986 BLUE RM 1                            17.224 METERS 24019     |
 GV4903| DC8987 BLUE RM 2                             8.084 METERS 27858     |
 GV4903| DC8988 BLUE RM 3                            18.726 METERS 32739     |
 GV4903| GV4920 DANSY                               440.884 METERS 3362230.5 |
 GV4903|---------------------------------------------------------------------|
 GV4903
 GV4903                          SUPERSEDED SURVEY CONTROL
 GV4903
 GV4903  NAD 83(1986)-  37 35 00.52609(N)    076 57 54.83922(W) AD(       ) 3
 GV4903  NAD 27      -  37 34 59.98300(N)    076 57 55.95100(W) AD(       ) 3
 GV4903
 GV4903.Superseded values are not recommended for survey control.
 GV4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4903.See file dsdata.txt to determine how the superseded data were derived.
 GV4903
 GV4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2647861418(NAD 83)
 GV4903_MARKER: N = NAIL
 GV4903_SETTING: 0 = UNSPECIFIED SETTING
 GV4903
 GV4903  HISTORY     - Date     Condition        Report By
 GV4903  HISTORY     - 1912     MONUMENTED       CGS
 GV4903  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4903  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4903
 GV4903                          STATION DESCRIPTION
 GV4903
 GV4903'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4903'STATION IS ON THE RIGHT SIDE OF THE PAMUNKEY RIVER, DESCENDING,
 GV4903'ON THE LOWER SIDE OF WOODED POINT COMING CLOSE TO THE RIVER,
 GV4903'OPPOSITE THE DANSEY AND JOHNSON FARM, ABOUT 15 METERS INSIDE
 GV4903'OF GRASS LINE, 4 METERS OUTSIDE OF BRUSH LINE, UPON VERY
 GV4903'SOFT GROUND COVERED WITH TALL, COARSE GRASS OF VARIOUS KINDS.
 GV4903'
 GV4903'STATION IS MARKED BY A CEDAR STAKE 5 INCHES IN DIAMETER 38
 GV4903'INCHES LONG, STANDING 4 INCHES ABOVE GROUND.  MARKED BY A
 GV4903'10-PENNY NAIL.
 GV4903'
 GV4903'REFERENCE MARK NO. 1 IS A CEDAR STAKE 5 INCHES IN DIAMETER,
 GV4903'5 FEET LONG DRIVEN TO WITHIN 8 INCHES OF THE SURFACE,
 GV4903'COVERED WITH MOUND OF EARTH AND SURROUNDED BY MOAT, DISTANT
 GV4903'17.224 METERS ON LINE 263 DEG 56 MIN 26 SEC TO RIGHT OF LINE
 GV4903'TO STATION DANSY.
 GV4903'
 GV4903'REFERENCE MARK NO. 2 IS A 10-PENNY NAIL IN LARGE TRIANGLE
 GV4903'CUT ON 6-INCH ASH AT EDGE OF WOODS, DISTANT 8.084 METERS ON
 GV4903'LINE 302 DEG 35 MIN 48 SEC TO RIGHT OF LINE TO STATION DANSY.
 GV4903'
 GV4903'REFERENCE MARK NO. 3 IS NAIL IN LARGE TRIANGLE CUT ON 10-INCH
 GV4903'ASH, DISTANT 18.726 METERS ON LINE 351 DEG 16 MIN 16 SEC
 GV4903'TO RIGHT OF LINE TO STATION DANSY.
 GV4903
 GV4903                          STATION RECOVERY (2000)
 GV4903
 GV4903'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4903'MARK NOT FOUND.
 GV4903
 GV4903                          STATION RECOVERY (2001)
 GV4903
 GV4903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4903
 GV4903                          STATION RECOVERY (2005)
 GV4903
 GV4903'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8343 ***********************************************************************
 HV8343  DESIGNATION -  BLUE
 HV8343  PID         -  HV8343
 HV8343  STATE/COUNTY-  VA/FAIRFAX
 HV8343  USGS QUAD   -  VIENNA (1994)
 HV8343
 HV8343                         *CURRENT SURVEY CONTROL
 HV8343  ___________________________________________________________________
 HV8343* NAD 83(1993)-  38 58 29.63901(N)    077 17 22.55723(W)     ADJUSTED  
 HV8343* NAVD 88     -        93.8    (meters)     308.     (feet)  VERTCON   
 HV8343  ___________________________________________________________________
 HV8343  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 HV8343  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HV8343
 HV8343  HORZ ORDER  -  SECOND
 HV8343
 HV8343.The horizontal coordinates were established by classical geodetic methods
 HV8343.and adjusted by the National Geodetic Survey in November 1994..
 HV8343
 HV8343.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8343
 HV8343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8343
 HV8343.The geoid height was determined by GEOID03.
 HV8343
 HV8343;                    North         East     Units Scale Factor Converg.
 HV8343;SPC VA N     - 2,145,906.239 3,604,883.285   MT  0.99996780   +0 45 19.6
 HV8343;SPC VA N     - 7,040,360.72 11,827,021.24   sFT  0.99996780   +0 45 19.6
 HV8343;SPC MD       -   145,259.634   374,905.462   MT  0.99995134   -0 10 54.3
 HV8343;SPC MD       -   476,572.65  1,230,002.34   sFT  0.99995134   -0 10 54.3
 HV8343;UTM  18      - 4,316,484.551   301,658.419   MT  1.00008443   -1 26 26.1
 HV8343
 HV8343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8343!SPC VA N     -   0.99999026  x   0.99996780  =   0.99995806
 HV8343!SPC MD       -   0.99999026  x   0.99995134  =   0.99994160
 HV8343!UTM  18      -   0.99999026  x   1.00008443  =   1.00007469
 HV8343
 HV8343                          SUPERSEDED SURVEY CONTROL
 HV8343
 HV8343  NAD 83(1993)-  38 58 29.64003(N)    077 17 22.55674(W) AD(       ) 2
 HV8343  NAD 83(1986)-  38 58 29.63937(N)    077 17 22.56732(W) AD(       ) 2
 HV8343  NGVD 29 (01/12/90)   94.0    (m)          308.     (f) VERT ANG       
 HV8343
 HV8343.Superseded values are not recommended for survey control.
 HV8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8343.See file dsdata.txt to determine how the superseded data were derived.
 HV8343
 HV8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0165816485(NAD 83)
 HV8343_MARKER: DE = TRAVERSE STATION DISK
 HV8343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8343+STABILITY: SURFACE MOTION
 HV8343
 HV8343  HISTORY     - Date     Condition        Report By
 HV8343  HISTORY     - 1975     MONUMENTED       VA-059
 HV8343
 HV8343                          STATION DESCRIPTION
 HV8343
 HV8343'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8343'THE STATION IS LOCATED ABOUT 8.8 MILES NORTH OF FAIRFAX, 6.2 MILES
 HV8343'NORTHWEST OF MCLEAN, 5.1 MILES EAST OF HERNDON IN THE PASTURE BEHIND
 HV8343'9636 PHEONIX LANE. SEE FAIRFAX COUNTY TAX MAP 13-3, REVISED 1-1-76.
 HV8343'
 HV8343'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 193, GEORGETOWN PIKE,
 HV8343'AND ROUTE 681, WALKER ROAD IN GREAT FALLS, GO SOUTH ON ROUTE 681 FOR
 HV8343'2.0 MILES TO THE JUNCTION OF ROUTE 743, COLVIN RUN ROAD. TURN LEFT
 HV8343'AND GO SOUTHEAST 0.15 MILES TO THE JUNCTION WITH ROUTE 2533,
 HV8343'ROBINDALE ROAD. TURN LEFT AND GO NORTHEAST 0.3 MILES TO A RIGHT ANGLE
 HV8343'TURN IN THE ROAD AND PRIVATE DRIVE TO THE STRICKLER RESIDENCE
 HV8343'STRAIGHT AHEAD. GO NORTH WITH THE DRIVE PASSING THE HOUSE AND REAR
 HV8343'OFFICE TO PASTURE AND STATION WHICH IS DOWNHILL FROM THE OFFICE.
 HV8343'
 HV8343'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8343'BLUE 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 HV8343'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 46
 HV8343'FEET NE FROM A STEEL WITNESS POST SET IN THE FENCE.
 HV8343'
 HV8343'REFERENCE MARK NO. 01 IS THE NORTHEAST CORNER OF THE 1 STORY CINDER
 HV8343'BLOCK OFFICE BUILDING.
 HV8343'
 HV8343'REFERENCE MARK NO. 02 IS THE CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1556 ***********************************************************************
 GX1556  DESIGNATION -  BLUE AZ MK
 GX1556  PID         -  GX1556
 GX1556  STATE/COUNTY-  VA/TAZEWELL
 GX1556  USGS QUAD   -  COVE CREEK (1979)
 GX1556
 GX1556                         *CURRENT SURVEY CONTROL
 GX1556  ___________________________________________________________________
 GX1556* NAD 83(1986)-  37 13 39.     (N)    081 19 35.     (W)     SCALED    
 GX1556* NAVD 88     -       773.252  (meters)    2536.91   (feet)  ADJUSTED  
 GX1556  ___________________________________________________________________
 GX1556  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GX1556  DYNAMIC HT  -         772.553 (meters)    2534.62  (feet)  COMP
 GX1556  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 GX1556
 GX1556  VERT ORDER  -  SECOND    CLASS 0
 GX1556
 GX1556.The horizontal coordinates were scaled from a topographic map and have
 GX1556.an estimated accuracy of +/- 6 seconds.
 GX1556
 GX1556.The orthometric height was determined by differential leveling
 GX1556.and adjusted by the National Geodetic Survey in June 1991..
 GX1556
 GX1556.The geoid height was determined by GEOID03.
 GX1556
 GX1556.The dynamic height is computed by dividing the NAVD 88
 GX1556.geopotential number by the normal gravity value computed on the
 GX1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1556.degrees latitude (g = 980.6199 gals.).
 GX1556
 GX1556.The modeled gravity was interpolated from observed gravity values.
 GX1556
 GX1556;                    North         East    Units  Estimated Accuracy
 GX1556;SPC VA S     - 1,102,980.    3,249,220.      MT  (+/- 180 meters Scaled)
 GX1556
 GX1556                          SUPERSEDED SURVEY CONTROL
 GX1556
 GX1556  NGVD 29 (??/??/92)  773.346  (m)         2537.22   (f) ADJ UNCH    2 0
 GX1556
 GX1556.Superseded values are not recommended for survey control.
 GX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1556.See file dsdata.txt to determine how the superseded data were derived.
 GX1556
 GX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB710201(NAD 83)
 GX1556_MARKER: DZ = AZIMUTH MARK DISK
 GX1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1556_SP_SET: CURB
 GX1556_STAMPING: BLUE 1963
 GX1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1556
 GX1556  HISTORY     - Date     Condition        Report By
 GX1556  HISTORY     - 1963     MONUMENTED       CGS
 GX1556  HISTORY     - 1966     GOOD             NGS
 GX1556  HISTORY     - 1966     GOOD             NGS
 GX1556
 GX1556                          STATION DESCRIPTION
 GX1556
 GX1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1556'4 MI SW FROM BLUEFIELD.
 GX1556'4 MILES SOUTHWEST ALONG U.S. HIGHWAY 19-460 FROM THE BLUEFIELD
 GX1556'POST OFFICE, SET IN A DRILL HOLE IN THE CONCRETE CURBING OF THE
 GX1556'DIVIDER IN THE ENTRANCE DRIVEWAY TO GRANDVIEW MEMORY GARDENS
 GX1556'CEMETARY, 80 FEET NORTHEAST OF POWER POLE 317-38, 53 FEET SOUTHEAST
 GX1556'OF THE METAL FLAGPOLE AT THE BUILDING, 43 FEET NORTHWEST OF THE
 GX1556'CENTER OF U.S. 19-460 AND ABOUT 1 FOOT ABOVE THE PAVEMENT OF
 GX1556'THE DRIVEWAY.
 GX1556
 GX1556                          STATION RECOVERY (1966)
 GX1556
 GX1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2224 ***********************************************************************
 GW2224  DESIGNATION -  BLUE KNOB
 GW2224  PID         -  GW2224
 GW2224  STATE/COUNTY-  VA/BOTETOURT
 GW2224  USGS QUAD   -  VILLAMONT (1985)
 GW2224
 GW2224                         *CURRENT SURVEY CONTROL
 GW2224  ___________________________________________________________________
 GW2224* NAD 83(1993)-  37 25 06.99374(N)    079 46 16.06377(W)     ADJUSTED  
 GW2224* NAVD 88     -       809.9    (meters)    2657.     (feet)  VERTCON   
 GW2224  ___________________________________________________________________
 GW2224  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 GW2224  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2224
 GW2224  HORZ ORDER  -  SECOND
 GW2224
 GW2224.The horizontal coordinates were established by classical geodetic methods
 GW2224.and adjusted by the National Geodetic Survey in September 1995..
 GW2224
 GW2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2224
 GW2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2224
 GW2224.The geoid height was determined by GEOID03.
 GW2224
 GW2224;                    North         East     Units Scale Factor Converg.
 GW2224;SPC VA S     - 1,121,195.967 3,387,487.481   MT  0.99994580   -0 46 17.3
 GW2224;SPC VA S     - 3,678,457.10 11,113,781.84   sFT  0.99994580   -0 46 17.3
 GW2224;UTM  17      - 4,142,020.348   608,740.004   MT  0.99974565   +0 44 48.4
 GW2224
 GW2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2224!SPC VA S     -   0.99987800  x   0.99994580  =   0.99982381
 GW2224!UTM  17      -   0.99987800  x   0.99974565  =   0.99962368
 GW2224
 GW2224:                Primary Azimuth Mark                     Grid Az
 GW2224:SPC VA S     -  BUCHANAN HAFLEIGH CO STACK               034 17 02.4
 GW2224:UTM  17      -  BUCHANAN HAFLEIGH CO STACK               032 45 56.7
 GW2224
 GW2224|---------------------------------------------------------------------|
 GW2224| PID    Reference Object                     Distance      Geod. Az  |
 GW2224|                                                           dddmmss.s |
 GW2224| GW2266 BUCHANAN HAFLEIGH CO STACK          APPROX.13.8 KM 0333045.1 |
 GW2224| GW2223 NEAR STA BLUE                        57.022 METERS 06946     |
 GW2224| GW2208 AIRWAY BCN 41 4 MI SSW THAXTON      APPROX.16.4 KM 1310837.4 |
 GW2224| GW2209 FLAT                                APPROX.16.4 KM 1310935.2 |
 GW2224| DC3853 BLUE KNOB RM 1                        5.395 METERS 15913     |
 GW2224| DC3854 BLUE KNOB RM 2                        7.507 METERS 24908     |
 GW2224|---------------------------------------------------------------------|
 GW2224
 GW2224                          SUPERSEDED SURVEY CONTROL
 GW2224
 GW2224  NAD 83(1993)-  37 25 06.99439(N)    079 46 16.06365(W) AD(       ) 2
 GW2224  NAD 83(1986)-  37 25 06.99561(N)    079 46 16.07728(W) AD(       ) 2
 GW2224  NAD 27      -  37 25 06.50902(N)    079 46 16.94135(W) AD(       ) 2
 GW2224  NGVD 29 (07/19/86)  810.1    (m)         2658.     (f) VERT ANG       
 GW2224
 GW2224.Superseded values are not recommended for survey control.
 GW2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2224.See file dsdata.txt to determine how the superseded data were derived.
 GW2224
 GW2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0874042020(NAD 83)
 GW2224_MARKER: DS = TRIANGULATION STATION DISK
 GW2224_SETTING: 66 = SET IN ROCK OUTCROP
 GW2224
 GW2224  HISTORY     - Date     Condition        Report By
 GW2224  HISTORY     - 1958     MONUMENTED       CGS
 GW2224  HISTORY     - 1964     GOOD             CGS
 GW2224
 GW2224                          STATION DESCRIPTION
 GW2224
 GW2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2224'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF BUCHANAN,
 GW2224'6 MILES EAST OF TROUTVILLE, 3 MILES NORTHWEST OF MONTVALE,
 GW2224'ON A HILL THAT IS CALLED BLUE KNOB ON THE MAP AND ON U.S.
 GW2224'GOVERNMENT PROPERTY.
 GW2224'
 GW2224'STATION, STAMPED BLUE KNOB 1958, CEMENTED IN A DRILL HOLE
 GW2224'IN A LARGE OUTCROPPING BEDROCK, IS 3 FEET SOUTH OF THE NORTH
 GW2224'EDGE OF THE ROCK AND IS ON THE HIGHEST PART OF THE HILL.
 GW2224'
 GW2224'R.M. 1, STAMPED BLUE KNOB NO 1 1958, CEMENTED IN A DRILL HOLE
 GW2224'IN A LARGE FLAT OUTCROPPING BEDROCK, IS 5 FEET NORTH OF THE
 GW2224'SOUTH EDGE OF THE ROCK AND ABOUT 1 FOOT BELOW THE ELEVATION
 GW2224'OF THE STATION.
 GW2224'
 GW2224'R.M. 2, STAMPED BLUE KNOB NO 2 1958, CEMENTED IN A DRILL
 GW2224'HOLE IN A LARGE OUTCROPPING BOULDER, IS 3 FEET EAST OF THE
 GW2224'WEST EDGE OF THE ROCK, 6 FEET SOUTH OF THE NORTH EDGE OF THE
 GW2224'ROCK AND CLIFF AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GW2224'
 GW2224'BM (USGS), CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER,
 GW2224'6 FEET WEST OF A SMALL PINE TREE AND IS ABOUT 1 FOOT BELOW
 GW2224'THE ELEVATION OF THE STATION
 GW2224'
 GW2224'IT IS A STANDARD BRONZE DISK AND IT HAS NOT BEEN STAMPED.
 GW2224'
 GW2224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW2224'AND THE BLUE RIDGE PARKWAY.  (THIS IS ABOUT 8 MILES NORTHEAST
 GW2224'OF ROANOKE.) FOLLOW THE BLUE RIDGE PARKWAY NORTHERLY FOR
 GW2224'6.9 MILES TO MILE POST 99.  CONTINUE ON THE BLUE RIDGE PARKWAY
 GW2224'FOR 0.7 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT AND THE
 GW2224'END OF TRUCK TRAVEL.  THIS IS 0.55 MILE SOUTH OF WHERE THE
 GW2224'ROAD CROSSES THE RIDGE AT BLACK HORSE GAP.  PACK SOUTHERLY
 GW2224'UP THE RIDGE FOR ABOUT 15 MINUTES TO THE SUMMIT OF THE HILL
 GW2224'AND THE STATION.
 GW2224'
 GW2224'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GW2224
 GW2224                          STATION RECOVERY (1964)
 GW2224
 GW2224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2224'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE B.M. (USGS)
 GW2224'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A
 GW2224'DIFFERENCE OF 10 MINUTES LOWER WAS NOTED ON REFERENCE MARK
 GW2224'2 AND A SHORTER DISTANCE TO REFERENCE MARKS 1 AND 2.  THE
 GW2224'TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1897 ***********************************************************************
 GV1897  DESIGNATION -  BLUE RM 1
 GV1897  PID         -  GV1897
 GV1897  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1897  USGS QUAD   -  CARSON (1987)
 GV1897
 GV1897                         *CURRENT SURVEY CONTROL
 GV1897  ___________________________________________________________________
 GV1897* NAD 83(1986)-  37 01 17.     (N)    077 23 33.     (W)     SCALED    
 GV1897* NAVD 88     -        37.640  (meters)     123.49   (feet)  ADJUSTED  
 GV1897  ___________________________________________________________________
 GV1897  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV1897  DYNAMIC HT  -          37.613 (meters)     123.40  (feet)  COMP
 GV1897  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 GV1897
 GV1897  VERT ORDER  -  SECOND    CLASS 0
 GV1897
 GV1897.The horizontal coordinates were scaled from a topographic map and have
 GV1897.an estimated accuracy of +/- 6 seconds.
 GV1897
 GV1897.The orthometric height was determined by differential leveling
 GV1897.and adjusted by the National Geodetic Survey in June 1991..
 GV1897
 GV1897.The geoid height was determined by GEOID03.
 GV1897
 GV1897.The dynamic height is computed by dividing the NAVD 88
 GV1897.geopotential number by the normal gravity value computed on the
 GV1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1897.degrees latitude (g = 980.6199 gals.).
 GV1897
 GV1897.The modeled gravity was interpolated from observed gravity values.
 GV1897
 GV1897;                    North         East    Units  Estimated Accuracy
 GV1897;SPC VA S     - 1,076,930.    3,598,550.      MT  (+/- 180 meters Scaled)
 GV1897
 GV1897                          SUPERSEDED SURVEY CONTROL
 GV1897
 GV1897  NGVD 29 (??/??/??)   38.002  (m)          124.68   (f) ADJUSTED    2 0
 GV1897
 GV1897.Superseded values are not recommended for survey control.
 GV1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1897.See file dsdata.txt to determine how the superseded data were derived.
 GV1897
 GV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF871999(NAD 83)
 GV1897_MARKER: DR = REFERENCE MARK DISK
 GV1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1897_STAMPING: BLUE NO 1 1959
 GV1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1897+STABILITY: SURFACE MOTION
 GV1897
 GV1897  HISTORY     - Date     Condition        Report By
 GV1897  HISTORY     - 1959     MONUMENTED       CGS
 GV1897  HISTORY     - 1977     GOOD             NGS
 GV1897  HISTORY     - 19980609 GOOD             USPSQD
 GV1897  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 GV1897  HISTORY     - 20060329 GOOD             USPSQD
 GV1897
 GV1897                          STATION DESCRIPTION
 GV1897
 GV1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1897'1 MI S FROM CARSON.
 GV1897'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE
 GV1897'POST OFFICE AT CARSON, 39 FEET WEST OF CENTER LINE OF SOUTH
 GV1897'BOUND LANE OF HIGHWAY, 26 FEET SOUTH OF STATION MARK, 33.8 FEET
 GV1897'SOUTHEAST OF RM NO. 2, ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY
 GV1897'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 GV1897
 GV1897                          STATION RECOVERY (1977)
 GV1897
 GV1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GV1897'RECOVERED IN GOOD CONDITION.
 GV1897
 GV1897                          STATION RECOVERY (1998)
 GV1897
 GV1897'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1897'RECOVERED IN GOOD CONDITION.
 GV1897
 GV1897                          STATION RECOVERY (2003)
 GV1897
 GV1897'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC)
 GV1897'MARK NOT FOUND.
 GV1897
 GV1897                          STATION RECOVERY (2006)
 GV1897
 GV1897'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1559 ***********************************************************************
 GX1559  DESIGNATION -  BLUE RM 1
 GX1559  PID         -  GX1559
 GX1559  STATE/COUNTY-  VA/TAZEWELL
 GX1559  USGS QUAD   -  COVE CREEK (1979)
 GX1559
 GX1559                         *CURRENT SURVEY CONTROL
 GX1559  ___________________________________________________________________
 GX1559* NAD 83(1986)-  37 13 22.     (N)    081 19 45.     (W)     SCALED    
 GX1559* NAVD 88     -       805.165  (meters)    2641.61   (feet)  ADJUSTED  
 GX1559  ___________________________________________________________________
 GX1559  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GX1559  DYNAMIC HT  -         804.437 (meters)    2639.22  (feet)  COMP
 GX1559  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 GX1559
 GX1559  VERT ORDER  -  SECOND    CLASS 0
 GX1559
 GX1559.The horizontal coordinates were scaled from a topographic map and have
 GX1559.an estimated accuracy of +/- 6 seconds.
 GX1559
 GX1559.The orthometric height was determined by differential leveling
 GX1559.and adjusted by the National Geodetic Survey in June 1991..
 GX1559
 GX1559.The geoid height was determined by GEOID03.
 GX1559
 GX1559.The dynamic height is computed by dividing the NAVD 88
 GX1559.geopotential number by the normal gravity value computed on the
 GX1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1559.degrees latitude (g = 980.6199 gals.).
 GX1559
 GX1559.The modeled gravity was interpolated from observed gravity values.
 GX1559
 GX1559;                    North         East    Units  Estimated Accuracy
 GX1559;SPC VA S     - 1,102,470.    3,248,960.      MT  (+/- 180 meters Scaled)
 GX1559
 GX1559                          SUPERSEDED SURVEY CONTROL
 GX1559
 GX1559  NGVD 29 (??/??/92)  805.261  (m)         2641.93   (f) ADJ UNCH    2 0
 GX1559
 GX1559.Superseded values are not recommended for survey control.
 GX1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1559.See file dsdata.txt to determine how the superseded data were derived.
 GX1559
 GX1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB707196(NAD 83)
 GX1559_MARKER: DR = REFERENCE MARK DISK
 GX1559_SETTING: 66 = SET IN ROCK OUTCROP
 GX1559_SP_SET: ROCK OUTCROP
 GX1559_STAMPING: BLUE NO 1 1963
 GX1559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1559+STABILITY: POSITION/ELEVATION WELL
 GX1559
 GX1559  HISTORY     - Date     Condition        Report By
 GX1559  HISTORY     - 1963     MONUMENTED       CGS
 GX1559
 GX1559                          STATION DESCRIPTION
 GX1559
 GX1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1559'4.4 MI SW FROM BLUEFIELD.
 GX1559'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 19 AND 460 FROM THE
 GX1559'POST OFFICE IN BLUEFIELD TO A SMALL WOODEN BRIDGE AND RED GATE
 GX1559'ON THE SOUTHEAST SIDE OF THE HIGHWAY, PASS THROUGH THE GATE AND
 GX1559'PROCEED SOUTHEAST ALONG A FENCE LINE, AND UP A STEEP HILL FOR 0.2
 GX1559'MILE TO THE TOP OF THE RIDGE AND THE MARK.  THE MARK IS SET IN TOP
 GX1559'OF OUTCROPPING ROCK THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 GX1559'129 FEET EAST OF A NORTH AND SOUTH WIRE FENCE LINE AND 28.41
 GX1559'FEET SOUTHEAST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1895 ***********************************************************************
 GV1895  DESIGNATION -  BLUE RM 2
 GV1895  PID         -  GV1895
 GV1895  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1895  USGS QUAD   -  CARSON (1987)
 GV1895
 GV1895                         *CURRENT SURVEY CONTROL
 GV1895  ___________________________________________________________________
 GV1895* NAD 83(1986)-  37 01 17.     (N)    077 23 33.     (W)     SCALED    
 GV1895* NAVD 88     -        38.038  (meters)     124.80   (feet)  ADJUSTED  
 GV1895  ___________________________________________________________________
 GV1895  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV1895  DYNAMIC HT  -          38.010 (meters)     124.70  (feet)  COMP
 GV1895  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 GV1895
 GV1895  VERT ORDER  -  SECOND    CLASS 0
 GV1895
 GV1895.The horizontal coordinates were scaled from a topographic map and have
 GV1895.an estimated accuracy of +/- 6 seconds.
 GV1895
 GV1895.The orthometric height was determined by differential leveling
 GV1895.and adjusted by the National Geodetic Survey in June 1991..
 GV1895
 GV1895.The geoid height was determined by GEOID03.
 GV1895
 GV1895.The dynamic height is computed by dividing the NAVD 88
 GV1895.geopotential number by the normal gravity value computed on the
 GV1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1895.degrees latitude (g = 980.6199 gals.).
 GV1895
 GV1895.The modeled gravity was interpolated from observed gravity values.
 GV1895
 GV1895;                    North         East    Units  Estimated Accuracy
 GV1895;SPC VA S     - 1,076,930.    3,598,550.      MT  (+/- 180 meters Scaled)
 GV1895
 GV1895                          SUPERSEDED SURVEY CONTROL
 GV1895
 GV1895  NGVD 29 (??/??/??)   38.400  (m)          125.98   (f) ADJUSTED    2 0
 GV1895
 GV1895.Superseded values are not recommended for survey control.
 GV1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1895.See file dsdata.txt to determine how the superseded data were derived.
 GV1895
 GV1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF871999(NAD 83)
 GV1895_MARKER: DR = REFERENCE MARK DISK
 GV1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1895_STAMPING: BLUE NO 2 1959
 GV1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1895+STABILITY: SURFACE MOTION
 GV1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1895+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 GV1895
 GV1895  HISTORY     - Date     Condition        Report By
 GV1895  HISTORY     - 1959     MONUMENTED       CGS
 GV1895  HISTORY     - 1977     GOOD             NGS
 GV1895  HISTORY     - 19980609 GOOD             USPSQD
 GV1895  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 GV1895  HISTORY     - 20060329 GOOD             USPSQD
 GV1895
 GV1895                          STATION DESCRIPTION
 GV1895
 GV1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1895'1 MI S FROM CARSON.
 GV1895'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE POST
 GV1895'OFFICE AT CARSON, 61 1/2 FEET WEST OF CENTER LINE OF SOUTH
 GV1895'BOUND LANE OF HIGHWAY, 33 FEET SOUTH-SOUTHWEST OF A TRIANGULATION
 GV1895'STATION BLAZED 10-INCH OAK TREE, 23 1/2 FEET WEST OF STATION
 GV1895'MARK, 33.8 FEET NORTHWEST OF RM NO. 1, 3 FEET NORTH-NORTHWEST
 GV1895'OF A STEEL WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY
 GV1895'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV1895
 GV1895                          STATION RECOVERY (1977)
 GV1895
 GV1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GV1895'RECOVERED IN GOOD CONDITION.
 GV1895
 GV1895                          STATION RECOVERY (1998)
 GV1895
 GV1895'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1895'RECOVERED IN GOOD CONDITION.
 GV1895
 GV1895                          STATION RECOVERY (2003)
 GV1895
 GV1895'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC)
 GV1895'MARK NOT FOUND.
 GV1895
 GV1895                          STATION RECOVERY (2006)
 GV1895
 GV1895'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1557 ***********************************************************************
 GX1557  DESIGNATION -  BLUE RM 2
 GX1557  PID         -  GX1557
 GX1557  STATE/COUNTY-  VA/TAZEWELL
 GX1557  USGS QUAD   -  COVE CREEK (1979)
 GX1557
 GX1557                         *CURRENT SURVEY CONTROL
 GX1557  ___________________________________________________________________
 GX1557* NAD 83(1986)-  37 13 22.     (N)    081 19 45.     (W)     SCALED    
 GX1557* NAVD 88     -       805.172  (meters)    2641.64   (feet)  ADJUSTED  
 GX1557  ___________________________________________________________________
 GX1557  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GX1557  DYNAMIC HT  -         804.444 (meters)    2639.25  (feet)  COMP
 GX1557  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 GX1557
 GX1557  VERT ORDER  -  SECOND    CLASS 0
 GX1557
 GX1557.The horizontal coordinates were scaled from a topographic map and have
 GX1557.an estimated accuracy of +/- 6 seconds.
 GX1557
 GX1557.The orthometric height was determined by differential leveling
 GX1557.and adjusted by the National Geodetic Survey in June 1991..
 GX1557
 GX1557.The geoid height was determined by GEOID03.
 GX1557
 GX1557.The dynamic height is computed by dividing the NAVD 88
 GX1557.geopotential number by the normal gravity value computed on the
 GX1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1557.degrees latitude (g = 980.6199 gals.).
 GX1557
 GX1557.The modeled gravity was interpolated from observed gravity values.
 GX1557
 GX1557;                    North         East    Units  Estimated Accuracy
 GX1557;SPC VA S     - 1,102,470.    3,248,960.      MT  (+/- 180 meters Scaled)
 GX1557
 GX1557                          SUPERSEDED SURVEY CONTROL
 GX1557
 GX1557  NGVD 29 (??/??/92)  805.267  (m)         2641.95   (f) ADJ UNCH    2 0
 GX1557
 GX1557.Superseded values are not recommended for survey control.
 GX1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1557.See file dsdata.txt to determine how the superseded data were derived.
 GX1557
 GX1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB707196(NAD 83)
 GX1557_MARKER: DR = REFERENCE MARK DISK
 GX1557_SETTING: 66 = SET IN ROCK OUTCROP
 GX1557_SP_SET: ROCK OUTCROP
 GX1557_STAMPING: BLUE NO 2 1963
 GX1557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1557+STABILITY: POSITION/ELEVATION WELL
 GX1557
 GX1557  HISTORY     - Date     Condition        Report By
 GX1557  HISTORY     - 1963     MONUMENTED       CGS
 GX1557
 GX1557                          STATION DESCRIPTION
 GX1557
 GX1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1557'4.4 MI SW FROM BLUEFIELD.
 GX1557'ABOUT 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 19 AND 460 FROM
 GX1557'THE POST OFFICE IN BLUEFIELD TO A SMALL WOODEN BRIDGE AND RED
 GX1557'GATE ON THE SOUTHEAST SIDE OF THE HIGHWAY, PASS THROUGH THE GATE
 GX1557'AND PROCEED SOUTHEAST ALONG A FENCE LINE, UP A STEEP HILL FOR
 GX1557'0.2 MILE TO THE TOP OF THE RIDGE AND THE MARK.  THE MARK IS SET
 GX1557'IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT 6 INCHES
 GX1557'ABOVE THE GROUND, 89 FEET EAST OF A WIRE FENCE LINE AND 24.27
 GX1557'FEET SOUTHWEST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3380 ***********************************************************************
 GX3380  DESIGNATION -  BLUEFIELD TV STATION WHIS MAST
 GX3380  PID         -  GX3380
 GX3380  STATE/COUNTY-  VA/BLAND
 GX3380  USGS QUAD   -  BLUEFIELD (1979)
 GX3380
 GX3380                         *CURRENT SURVEY CONTROL
 GX3380  ___________________________________________________________________
 GX3380* NAD 83(1993)-  37 15 21.14477(N)    081 10 55.31673(W)     ADJUSTED  
 GX3380* NAVD 88     -                                                        
 GX3380  ___________________________________________________________________
 GX3380  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GX3380  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX3380
 GX3380  HORZ ORDER  -  THIRD
 GX3380
 GX3380.The horizontal coordinates were established by classical geodetic methods
 GX3380.and adjusted by the National Geodetic Survey in September 1995..
 GX3380
 GX3380
 GX3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3380
 GX3380.The geoid height was determined by GEOID03.
 GX3380
 GX3380;                    North         East     Units Scale Factor Converg.
 GX3380;SPC VA S     - 1,105,757.810 3,262,114.696   MT  0.99994729   -1 37 40.1
 GX3380;SPC VA S     - 3,627,807.08 10,702,454.63   sFT  0.99994729   -1 37 40.1
 GX3380;SPC WV S     -    28,415.414   583,850.553   MT  1.00005591   -0 06 45.1
 GX3380;UTM  17      - 4,123,273.392   483,857.897   MT  0.99960321   -0 06 36.7
 GX3380
 GX3380                          SUPERSEDED SURVEY CONTROL
 GX3380
 GX3380  NAD 83(1993)-  37 15 21.15319(N)    081 10 55.30857(W) AD(       ) 4
 GX3380  NAD 83(1986)-  37 15 21.15326(N)    081 10 55.30976(W) AD(       ) 4
 GX3380  NAD 27      -  37 15 20.73133(N)    081 10 55.96214(W) AD(       ) 3
 GX3380
 GX3380.Superseded values are not recommended for survey control.
 GX3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3380.See file dsdata.txt to determine how the superseded data were derived.
 GX3380
 GX3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8385823273(NAD 83)
 GX3380_MARKER: 42 = RADIO/TV MAST
 GX3380
 GX3380  HISTORY     - Date     Condition        Report By
 GX3380  HISTORY     - 1963     FIRST OBSERVED   CGS
 GX3380  HISTORY     - 1965     GOOD             CGS
 GX3380  HISTORY     - 1973     GOOD             NGS
 GX3380
 GX3380                          STATION DESCRIPTION
 GX3380
 GX3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3380'THE STATION IS LOCATED ON EAST RIVER MOUNTAIN, ABOUT 3 MILES
 GX3380'SOUTH OF BLUEFIELD, WEST VIRGINIA AND 0.2 MILE EAST OF WHERE
 GX3380'U.S. HIGHWAYS 21 AND 52 CROSS OVER EAST RIVER MOUNTAIN.
 GX3380'
 GX3380'THE STATION IS THE RED LIGHT ATOP A 185 FOOT RED AND WHITE
 GX3380'STEEL STRUCTURE WHICH HAS 4-LEGS AT THE BOTTOM THAT EXTEND
 GX3380'83 FEET WITH A ROUND STEEL ANTENA SECURED TO THE TOP THAT
 GX3380'EXTENDS 102 FEET.
 GX3380'
 GX3380'TO REACH THE STATION FROM THE POST OFFICE IN BLUEFIELD, WEST
 GX3380'VIRGINIA, GO SOUTH ON U.S. HIGHWAYS 21 AND 52 FOR 3.4 MILES
 GX3380'TO THE TOP OF EAST RIVER MOUNTAIN, CONTINUE ON HIGHWAY FOR
 GX3380'0.05 MILE TO A OILED ROAD ON THE LEFT, TURN LEFT, EAST AND
 GX3380'GO 0.2 MILE TO THE STATION.
 GX3380
 GX3380                          STATION RECOVERY (1965)
 GX3380
 GX3380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 GX3380'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963
 GX3380'WITH THE EXCEPTION THE MAST HAS 3 LEGS INSTEAD OF 4 LEGS
 GX3380'AT BOTTOM PORTION OF THE ANTENNA.
 GX3380
 GX3380                          STATION RECOVERY (1973)
 GX3380
 GX3380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 GX3380'RECOVERED AS DESCRIBED.
 GX3380'
 GX3380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES SE OF
 GX3380'BLUEFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9388 ***********************************************************************
 AA9388  DESIGNATION -  BLUEJAY
 AA9388  PID         -  AA9388
 AA9388  STATE/COUNTY-  VA/PATRICK
 AA9388  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9388
 AA9388                         *CURRENT SURVEY CONTROL
 AA9388  ___________________________________________________________________
 AA9388* NAD 83(1993)-  36 41 52.89682(N)    080 24 32.37592(W)     ADJUSTED  
 AA9388* NAVD 88     -       871.8    (meters)    2860.     (feet)  GPS OBS   
 AA9388  ___________________________________________________________________
 AA9388  X           -     853,190.788 (meters)                     COMP
 AA9388  Y           -  -5,049,186.507 (meters)                     COMP
 AA9388  Z           -   3,791,078.593 (meters)                     COMP
 AA9388  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AA9388  ELLIP HEIGHT-         839.79  (meters)          (05/17/02) GPS OBS
 AA9388  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AA9388
 AA9388  HORZ ORDER  -  FIRST
 AA9388  ELLP ORDER  -  FOURTH    CLASS II
 AA9388
 AA9388.The horizontal coordinates were established by GPS observations
 AA9388.and adjusted by the National Geodetic Survey in December 1995..
 AA9388
 AA9388.The orthometric height was determined by GPS observations and a
 AA9388.high-resolution geoid model.
 AA9388
 AA9388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9388
 AA9388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9388
 AA9388.The ellipsoidal height was determined by GPS observations
 AA9388.and is referenced to NAD 83.
 AA9388
 AA9388.The geoid height was determined by GEOID03.
 AA9388
 AA9388;                    North         East     Units Scale Factor Converg.
 AA9388;SPC VA S     - 1,042,196.617 3,329,417.096   MT  1.00001317   -1 09 31.0
 AA9388;SPC VA S     - 3,419,273.40 10,923,262.59   sFT  1.00001317   -1 09 31.0
 AA9388;UTM  17      - 4,061,537.082   552,792.939   MT  0.99963434   +0 21 11.5
 AA9388
 AA9388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9388!SPC VA S     -   0.99986822  x   1.00001317  =   0.99988139
 AA9388!UTM  17      -   0.99986822  x   0.99963434  =   0.99950261
 AA9388
 AA9388|---------------------------------------------------------------------|
 AA9388| PID    Reference Object                     Distance      Geod. Az  |
 AA9388|                                                           dddmmss.s |
 AA9388| AA9389 BLUEJAY AZ MK                       326.472 METERS 16529     |
 AA9388|---------------------------------------------------------------------|
 AA9388
 AA9388                          SUPERSEDED SURVEY CONTROL
 AA9388
 AA9388  ELLIP H (12/05/95)  839.89   (m)                       GP(       ) 4 2
 AA9388
 AA9388.Superseded values are not recommended for survey control.
 AA9388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9388.See file dsdata.txt to determine how the superseded data were derived.
 AA9388
 AA9388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5279361537(NAD 83)
 AA9388_MARKER: DD = SURVEY DISK
 AA9388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9388_STAMPING: 1050 BLUEJAY VA LS 1718 1995
 AA9388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9388+STABILITY: SURFACE MOTION
 AA9388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9388+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9388
 AA9388  HISTORY     - Date     Condition        Report By
 AA9388  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9388
 AA9388                          STATION DESCRIPTION
 AA9388
 AA9388'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9388'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 2.5 MILES
 AA9388'SOUTH OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM THE
 AA9388'INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 614 PROCEED SOUTH
 AA9388'ALONG STATE ROUTE 614 A DISTANCE OF 0.7 MILE TO ITS INTERSECTION WITH
 AA9388'STATE ROUTE 601.  TURN LEFT AND PROCEED SOUTHEAST ALONG STATE ROUTE
 AA9388'601 A DISTANCE OF 2.3 MILES TO A GRAVEL DRIVEWAY (NO NAME) AND THE
 AA9388'STATION ON THE RIGHT.  THE STATION IS A STANDARD 3 1/4 INCH ALUMINUM
 AA9388'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT 0.2 FOOT BELOW
 AA9388'GROUND AND STAMPED 1050 BLUEJAY VA LS 1718 1995.  MONUMENT (TOP) IS
 AA9388'1.0 FOOT BELOW ROAD SURFACE.  REFERENCES (ALL DIRECTIONS ARE
 AA9388'REFERENCED FROM 1995 MAGNETIC NORTH)(1) 36.5 FEET AZIMUTH 48.5 DEGREES
 AA9388'TO A REFERENCE NAIL IN THE SIDE OF A WOVEN WIRE WITH ONE STRAND
 AA9388'BARBWIRE FENCELINE POST WITH A REFERENCE WASHER IN THE FACE OF THE
 AA9388'POST, (2) 32.0 FEET AZIMUTH 190 DEGREES TO A NUMBER 5 REBAR WITH A
 AA9388'YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND, (3) 74.8 FEET AZIMUTH
 AA9388'215 DEGREES TO THE NORTHWEST CORNER OF A ONE STORY FRAME HOUSE, (4)
 AA9388'8.9 FEET AZIMUTH 263 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9388'GEOMETRICS CAP SET FLUSH WITH THE GROUND 2.6 FEET EAST OF U.G. PHONE
 AA9388'BOX, (5) 22.7 FEET AZIMUTH 345 DEGREES TO A REFERENCE NAIL IN THE SIDE
 AA9388'OF A 24 INCH BLACK LOCUST, TRIPLE, HIGH UNION TREE MARKED WITH A
 AA9388'REFERENCE WASHER IN THE FACE OF THE TREE, (6)10.3 FEET WEST FROM THE
 AA9388'EDGE OF PAVEMENT STATE ROUTE 610, AND (7) 12.0 FEET NORTHEAST FROM A
 AA9388'WHITE CARSONITE WITNESS POST.  THE STATION IS INTERVISIBLE WITH
 AA9388'STATION 1051 BLUEJAY AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9389 ***********************************************************************
 AA9389  DESIGNATION -  BLUEJAY AZ MK
 AA9389  PID         -  AA9389
 AA9389  STATE/COUNTY-  VA/PATRICK
 AA9389  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9389
 AA9389                         *CURRENT SURVEY CONTROL
 AA9389  ___________________________________________________________________
 AA9389* NAD 83(1993)-  36 41 42.64419(N)    080 24 29.07832(W)     ADJUSTED  
 AA9389* NAVD 88     -       878.9    (meters)    2884.     (feet)  GPS OBS   
 AA9389  ___________________________________________________________________
 AA9389  X           -     853,303.930 (meters)                     COMP
 AA9389  Y           -  -5,049,364.708 (meters)                     COMP
 AA9389  Z           -   3,790,829.384 (meters)                     COMP
 AA9389  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA9389  ELLIP HEIGHT-         846.87  (meters)          (05/17/02) GPS OBS
 AA9389  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 AA9389
 AA9389  HORZ ORDER  -  FIRST
 AA9389  ELLP ORDER  -  FOURTH    CLASS II
 AA9389
 AA9389.The horizontal coordinates were established by GPS observations
 AA9389.and adjusted by the National Geodetic Survey in December 1995..
 AA9389
 AA9389.The orthometric height was determined by GPS observations and a
 AA9389.high-resolution geoid model.
 AA9389
 AA9389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9389
 AA9389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9389
 AA9389.The ellipsoidal height was determined by GPS observations
 AA9389.and is referenced to NAD 83.
 AA9389
 AA9389.The geoid height was determined by GEOID03.
 AA9389
 AA9389;                    North         East     Units Scale Factor Converg.
 AA9389;SPC VA S     - 1,041,878.980 3,329,492.549   MT  1.00001374   -1 09 29.0
 AA9389;SPC VA S     - 3,418,231.29 10,923,510.14   sFT  1.00001374   -1 09 29.0
 AA9389;UTM  17      - 4,061,221.666   552,876.714   MT  0.99963444   +0 21 13.4
 AA9389
 AA9389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9389!SPC VA S     -   0.99986711  x   1.00001374  =   0.99988085
 AA9389!UTM  17      -   0.99986711  x   0.99963444  =   0.99950160
 AA9389
 AA9389|---------------------------------------------------------------------|
 AA9389| PID    Reference Object                     Distance      Geod. Az  |
 AA9389|                                                           dddmmss.s |
 AA9389| AA9388 BLUEJAY                             326.472 METERS 34529     |
 AA9389|---------------------------------------------------------------------|
 AA9389
 AA9389                          SUPERSEDED SURVEY CONTROL
 AA9389
 AA9389  ELLIP H (12/05/95)  846.97   (m)                       GP(       ) 4 2
 AA9389
 AA9389.Superseded values are not recommended for survey control.
 AA9389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9389.See file dsdata.txt to determine how the superseded data were derived.
 AA9389
 AA9389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5287761222(NAD 83)
 AA9389_MARKER: DD = SURVEY DISK
 AA9389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9389_STAMPING: 1051 BLUEJAY AZ MK VA LS 1718 1995
 AA9389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9389+STABILITY: SURFACE MOTION
 AA9389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9389+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9389
 AA9389  HISTORY     - Date     Condition        Report By
 AA9389  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9389
 AA9389                          STATION DESCRIPTION
 AA9389
 AA9389'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9389'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 2.5 MILES
 AA9389'SOUTH OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM THE
 AA9389'INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 614 PROCEED SOUTH
 AA9389'ALONG STATE ROUTE 614 A DISTANCE OF 0.7 MILE TO ITS INTERSECTION WITH
 AA9389'STATE ROUTE 601.  TURN LEFT AND PROCEED SOUTHEAST ALONG STATE ROUTE
 AA9389'601 A DISTANCE OF 2.5 MILES TO A DRIVEWAY TO HOUSE NUMBER 241 A AND
 AA9389'THE STATION ON THE LEFT.  THE STATION IS A STANDARD 3 1/4 INCH
 AA9389'ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT 0.2
 AA9389'F00T BELOW GROUND AND STAMPED 1051 BLUEJAY AZ MK VA LS 1718 1995.
 AA9389'MONUMENT (TOP) IS APPROXIMATELY 0.3 FOOT ABOVE ROAD SURFACE.
 AA9389'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9389'54.5 FEET AZIMUTH 113 DEGREES TO THE NORTHWEST CORNER OF HOUSE NUMBER
 AA9389'241 A, (2) 95.7 FEET AZIMUTH 187 DEGREES TO A NUMBER 5 REBAR WITH A
 AA9389'YELLOW GEOMETRICS CAP SET FLUSH WITH GROUND 2.0 FEET WEST OF ANCHOR
 AA9389'WIRE TO A POWER POLE AND 8.0 FEET EAST EDGE OF PAVEMENT STATE ROUTE
 AA9389'610, (3)46.3 FEET AZIMUTH 238 DEGREES TO A NAIL ON THE SIDE OF POWER
 AA9389'POLE NUMBER P38 MARKED WITH A REFERENCE WASHER IN THE FACE OF THE
 AA9389'POLE, (4) 31.2 FEET AZIMUTH 353 DEGREES TO A NUMBER 5 REBAR WITH A
 AA9389'YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND 1.0 FOOT WEST OF WIRE
 AA9389'FENCELINE POST AND 6.0 FEET EAST EDGE OF PAVEMENT STATE ROUTE 610,
 AA9389'(5)1.5 FEET WEST FROM A WHITE CARSONITE WITNESS POST, (6)5.0 FEET
 AA9389'NORTHEAST FROM A MAILBOX, AND (7)7.5 FEET EAST OF THE EDGE OF PAVEMENT
 AA9389'TO STATE ROUTE 610.  THE STATION IS INTERVISIBLE WITH STATION 1050
 AA9389'BLUEJAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3140 ***********************************************************************
 JV3140  DESIGNATION -  BLUEMONT
 JV3140  PID         -  JV3140
 JV3140  STATE/COUNTY-  VA/LOUDOUN
 JV3140  USGS QUAD   -  BLUEMONT (1981)
 JV3140
 JV3140                         *CURRENT SURVEY CONTROL
 JV3140  ___________________________________________________________________
 JV3140* NAD 83(1993)-  39 04 47.94302(N)    077 52 26.24383(W)     ADJUSTED  
 JV3140* NAVD 88     -       537.480  (meters)    1763.38   (feet)  ADJUSTED  
 JV3140  ___________________________________________________________________
 JV3140  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 JV3140  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JV3140  DYNAMIC HT  -         537.132 (meters)    1762.24  (feet)  COMP
 JV3140  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 JV3140
 JV3140  HORZ ORDER  -  SECOND
 JV3140  VERT ORDER  -  SECOND    CLASS 0
 JV3140
 JV3140.The horizontal coordinates were established by classical geodetic methods
 JV3140.and adjusted by the National Geodetic Survey in November 1994..
 JV3140
 JV3140.The orthometric height was determined by differential leveling
 JV3140.and adjusted by the National Geodetic Survey in June 1991..
 JV3140
 JV3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV3140
 JV3140.The geoid height was determined by GEOID03.
 JV3140
 JV3140.The dynamic height is computed by dividing the NAVD 88
 JV3140.geopotential number by the normal gravity value computed on the
 JV3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3140.degrees latitude (g = 980.6199 gals.).
 JV3140
 JV3140.The modeled gravity was interpolated from observed gravity values.
 JV3140
 JV3140;                    North         East     Units Scale Factor Converg.
 JV3140;SPC VA N     - 2,157,065.253 3,554,169.322   MT  0.99998090   +0 23 26.6
 JV3140;SPC VA N     - 7,076,971.58 11,660,637.18   sFT  0.99998090   +0 23 26.6
 JV3140;SPC WV N     -    65,661.424   740,689.891   MT  0.99998584   +1 02 13.4
 JV3140;UTM  18      - 4,329,584.943   251,397.873   MT  1.00036106   -1 48 45.7
 JV3140
 JV3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV3140!SPC VA N     -   0.99992087  x   0.99998090  =   0.99990177
 JV3140!SPC WV N     -   0.99992087  x   0.99998584  =   0.99990671
 JV3140!UTM  18      -   0.99992087  x   1.00036106  =   1.00028190
 JV3140
 JV3140:                Primary Azimuth Mark                     Grid Az
 JV3140:SPC VA N     -  BLUEMONT AZ MK                           086 55 57.6
 JV3140:SPC WV N     -  BLUEMONT AZ MK                           086 17 10.8
 JV3140:UTM  18      -  BLUEMONT AZ MK                           089 08 09.9
 JV3140
 JV3140|---------------------------------------------------------------------|
 JV3140| PID    Reference Object                     Distance      Geod. Az  |
 JV3140|                                                           dddmmss.s |
 JV3140| CK6693 BLUEMONT AZ MK                                     0871924.2 |
 JV3140| JV3141 BLUEMONT RM 1                        19.777 METERS 11533     |
 JV3140|---------------------------------------------------------------------|
 JV3140
 JV3140                          SUPERSEDED SURVEY CONTROL
 JV3140
 JV3140  NAD 83(1993)-  39 04 47.94480(N)    077 52 26.25251(W) AD(       ) 2
 JV3140  NAD 83(1986)-  39 04 47.94276(N)    077 52 26.25441(W) AD(       ) 2
 JV3140  NAD 27      -  39 04 47.56300(N)    077 52 27.26900(W) AD(       ) 2
 JV3140  NGVD 29 (??/??/??)  537.677  (m)         1764.03   (f) ADJUSTED    2 0
 JV3140
 JV3140.Superseded values are not recommended for survey control.
 JV3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3140.See file dsdata.txt to determine how the superseded data were derived.
 JV3140
 JV3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ5139829585(NAD 83)
 JV3140_MARKER: DS = TRIANGULATION STATION DISK
 JV3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3140_STAMPING: BLUEMONT 1942
 JV3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3140+STABILITY: SURFACE MOTION
 JV3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3140+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 JV3140
 JV3140  HISTORY     - Date     Condition        Report By
 JV3140  HISTORY     - 1942     MONUMENTED       CGS
 JV3140  HISTORY     - 1961     GOOD             CGS
 JV3140  HISTORY     - 1961     GOOD             CGS
 JV3140  HISTORY     - 20020219 GOOD             DEWDAV
 JV3140
 JV3140                          STATION DESCRIPTION
 JV3140
 JV3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV3140'STATION IS LOCATED ABOUT 3 MILES SSW OF BLUEMONT, AND ABOUT
 JV3140'11 MILES NW OF MIDDLEBURG ON PROPERTY OWNED BY DR. MILLER
 JV3140'OF WASHINGTON, D.C.  IT IS 30 FEET W OF THE CENTER OF COUNTY
 JV3140'ROAD 601, 76 FEET SW OF A TRIANGULAR-BLAZED 24-INCH OAK TREE,
 JV3140'AND 57 FEET S OF THE COUNTY LINE MONUMENT ON THE W SIDE OF
 JV3140'THE ROAD, AND 10 FEET W OF AN OLD RAIL FENCE.  THE DISK IS
 JV3140'STAMPED BLUEMONT 1942 AND PROJECTS 4 INCHES.
 JV3140'
 JV3140'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 JV3140'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV3140'
 JV3140'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL
 JV3140'HOLE IN A BOULDER ABOUT 3 FEET SQUARE, SE OF THE STATION,
 JV3140'17 FEET E OF THE CENTER OF COUNTY ROAD 601, PROJECTS 2 FEET,
 JV3140'AND IS STAMPED BLUEMONT, NO. 1 1942.
 JV3140'
 JV3140'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 JV3140'IN A BOULDER 3 FEET SQUARE, WSW OF THE STATION, BETWEEN TWO
 JV3140'TRIANGULAR-BLAZED 8-INCH OAK TREES, PROJECTS ABOUT 2 FEET,
 JV3140'AND IS STAMPED BLUEMONT NO. 2, 1942.
 JV3140'
 JV3140'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 12
 JV3140'FEET E OF THE CENTER OF LANE, AND 0.1 MILE SE OF COUNTY ROAD
 JV3140'601, 8 FEET N OF A TELEPHONE POLE AND 150 FEET N OF THE
 JV3140'APPALACHIAN TRAIL.  THE DISK IS STAMPED BLUEMONT 1942 AND
 JV3140'PROJECTS 4 INCHES.
 JV3140'
 JV3140'TO REACH FROM THE STATION GO E ON COUNTY ROAD 0.3 MILE TO A
 JV3140'DRIVEWAY RIGHT THROUGH A STONE GATE.  TURN RIGHT THROUGH GATE
 JV3140'AND GO S 0.15 MILE TO THE MARK ON THE LEFT.
 JV3140'
 JV3140'TO REACH THE STATION FROM THE POST OFFICE IN BLUEMONT GO
 JV3140'W ON COUNTY ROAD 734 FOR 0.55 MILE TO ITS JUNCTION WITH STATE
 JV3140'ROUTE 7.  CONTINUE W ON STATE ROUTE 7 FOR 0.3 MILE TO CROSS
 JV3140'ROAD JUST BEFORE REACHING THE TOP OF THE GRADE.  TURN LEFT
 JV3140'ON COUNTY ROAD 601 AND GO SW FOR 3.05 MILES TO THE STATION
 JV3140'ON THE LEFT.
 JV3140'
 JV3140'A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 JV3140
 JV3140                          STATION RECOVERY (1961)
 JV3140
 JV3140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 JV3140'STATION AND ALL MARKS WERE RECOVERED AFTER A THREE HOUR
 JV3140'SEARCH AND WERE FOUND IN GOOD CONDITION.  HIGHWAY 601 HAS
 JV3140'BEEN RE-LOCATED AND THE STATION IS NOW ON STATE HIGHWAY 650.
 JV3140'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 JV3140'3 MILES SOUTH OF BLUEMONT AND 11 MILES NORTHWEST OF MIDDLEBURG
 JV3140'AND ABOUT 250 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAYS
 JV3140'601 AND 650.  IT IS 57 FEET SOUTH OF A COUNTY BOUNDARY MONUMENT
 JV3140'ON THE WEST SIDE OF THE ROAD AND PROJECTS ABOUT 3 FEET, 30
 JV3140'FEET WEST OF THE CENTER OF HIGHWAY 650 AND 18 FEET WEST OF A
 JV3140'15 INCH OAK TREE WITH A CGS WITNESS SIGN NAILED ON THE EAST
 JV3140'SIDE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 JV3140'STAMPED BLUEMONT 1942.  (NOTE 1A, 7A).
 JV3140'
 JV3140'REFERENCE MARK NO. 1 IS ON THE INSIDE OF THE SECOND CURVE
 JV3140'SOUTH OF HIGHWAY 601 AND 17 FEET EAST OF THE CENTER OF HIGHWAY
 JV3140'650.  THE DISK STAMPED BLUEMONT NO 1 1942 IS SET IN A DRILL
 JV3140'HOLE IN A BOULDER ABOUT 3 FEET SQUARE AND PROJECTS ABOUT 2
 JV3140'FEET ABOVE THE GROUND.
 JV3140'
 JV3140'REFERENCE MARK NO. 2 IS ON THE OUTSIDE OF THE SAME CURVE AS
 JV3140'REFERENCE MARK NO. 1 AND ON THE SAME SIDE OF THE ROAD AS THE
 JV3140'STATION.  IT IS ABOUT 40 FEET WEST OF THE CENTER OF THE ROAD.
 JV3140'THE DISK IS STAMPED BLUEMONT NO 2 1942 IS SET IN A DRILL
 JV3140'HOLE IN A BOULDER 3 FEET SQUARE THAT PROJECTS ABOUT 2 FEET
 JV3140'ABOVE THE GROUND.
 JV3140'
 JV3140'AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION ABOUT
 JV3140'0.15 MILE SOUTHEAST OF HIGHWAY 601 ON THE EAST SIDE OF A LANE.
 JV3140'IT IS 14 FEET EAST OF THE CENTER OF THE LANE, 15 FEET NORTH OF
 JV3140'TELEPHONE POLE NO. 3, 65 FEET SOUTH OF THE CREST OF THE HILL
 JV3140'AND ABOUT 70 FEET NORTH OF A DRIVE WEST TO A PUMP HOUSE.
 JV3140'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 JV3140'BLUEMONT 1942.  (NOTE 11A)
 JV3140'
 JV3140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 JV3140'AND 601 ABOUT 0.6 MILE NORTHWEST OF BLUEMONT.  GO SOUTH ON
 JV3140'HIGHWAY 601 FOR 2.55 MILES TO TWO STONE PILLARS ON THE LEFT*.
 JV3140'CONTINUE ON HIGHWAY 601 FOR 0.35 MILE TO THE TOP OF THE HILL
 JV3140'AND HIGHWAY 650, TURN LEFT ON HIGHWAY 650 AND GO AROUND THE
 JV3140'FIRST CURVE FOR ABOUT 250 FEET TO THE STATION ON THE RIGHT
 JV3140'AS DESCRIBED.
 JV3140'
 JV3140'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT THROUGH
 JV3140'GATE AND GO ABOUT 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JV3140
 JV3140                          STATION RECOVERY (1961)
 JV3140
 JV3140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV3140'3.5 MI S FROM BLUEMONT.
 JV3140'HIGHWAY 601 HAS BEEN REBUILT AND THE STATION IS NOW ON THE WEST
 JV3140'SIDE HIGHWAY 650.  IT IS ABOUT 250 FEET SOUTH OF THE INTERSECTION
 JV3140'OF HIGHWAYS 601 AND 650, 2.9 MILES SOUTH OF THE INTERSECTION
 JV3140'OF STATE HIGHWAYS 7 AND 601 WHICH IS ABOUT 0.6 MILE
 JV3140'NORTHWEST OF BLUEMONT. IT IS 18 FEET WEST OF A 15 INCH OAK WITH
 JV3140'A CGS SIGN NAILED ON THE EAST SIDE, 57 FEET SOUTH OF A COUNTY
 JV3140'LINE MONUMENT THAT PROJECTS ABOUT 3 FEET AND 30 FEET WEST OF
 JV3140'THE CENTER OF HIGHWAY 650.
 JV3140
 JV3140                          STATION RECOVERY (2002)
 JV3140
 JV3140'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (KC)
 JV3140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3141 ***********************************************************************
 JV3141  DESIGNATION -  BLUEMONT RM 1
 JV3141  PID         -  JV3141
 JV3141  STATE/COUNTY-  VA/LOUDOUN
 JV3141  USGS QUAD   -  BLUEMONT (1981)
 JV3141
 JV3141                         *CURRENT SURVEY CONTROL
 JV3141  ___________________________________________________________________
 JV3141* NAD 83(1986)-  39 04 47.     (N)    077 52 26.     (W)     SCALED    
 JV3141* NAVD 88     -       537.472  (meters)    1763.36   (feet)  ADJUSTED  
 JV3141  ___________________________________________________________________
 JV3141  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JV3141  DYNAMIC HT  -         537.123 (meters)    1762.21  (feet)  COMP
 JV3141  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 JV3141
 JV3141  VERT ORDER  -  SECOND    CLASS 0
 JV3141
 JV3141.The horizontal coordinates were scaled from a topographic map and have
 JV3141.an estimated accuracy of +/- 6 seconds.
 JV3141
 JV3141.The orthometric height was determined by differential leveling
 JV3141.and adjusted by the National Geodetic Survey in June 1991..
 JV3141
 JV3141.The geoid height was determined by GEOID03.
 JV3141
 JV3141.The dynamic height is computed by dividing the NAVD 88
 JV3141.geopotential number by the normal gravity value computed on the
 JV3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3141.degrees latitude (g = 980.6199 gals.).
 JV3141
 JV3141.The modeled gravity was interpolated from observed gravity values.
 JV3141
 JV3141;                    North         East    Units  Estimated Accuracy
 JV3141;SPC VA N     - 2,157,040.    3,554,180.      MT  (+/- 180 meters Scaled)
 JV3141
 JV3141                          SUPERSEDED SURVEY CONTROL
 JV3141
 JV3141  NGVD 29 (??/??/??)  537.669  (m)         1764.00   (f) ADJUSTED    2 0
 JV3141
 JV3141.Superseded values are not recommended for survey control.
 JV3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3141.See file dsdata.txt to determine how the superseded data were derived.
 JV3141
 JV3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ514295(NAD 83)
 JV3141_MARKER: DR = REFERENCE MARK DISK
 JV3141_SETTING: 80 = SET IN A BOULDER
 JV3141_SP_SET: BOULDER
 JV3141_STAMPING: BLUEMONT NO 1 1942
 JV3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3141+STABILITY: SURFACE MOTION
 JV3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3141+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 JV3141
 JV3141  HISTORY     - Date     Condition        Report By
 JV3141  HISTORY     - 1942     MONUMENTED       CGS
 JV3141  HISTORY     - 1961     GOOD             CGS
 JV3141  HISTORY     - 20020219 GOOD             DEWDAV
 JV3141
 JV3141                          STATION DESCRIPTION
 JV3141
 JV3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV3141'3.5 MI S FROM BLUMONT.
 JV3141'HIGHWAY 601 HAS BEEN REBUILT AND THE MARK IS NOW ON STATE
 JV3141'HIGHWAY 650.  IT IS ABOUT 275 FEET SOUTH OF THE INTERSECTION OF
 JV3141'HIGHWAYS 601 AND 650, 2.9 MILES SOUTH OF THE JUNCTION OF STATE
 JV3141'HIGHWAYS 7 AND 601 ABOUT 0.6 MILE NORTHWEST OF BLUEMONT.  IT
 JV3141'IS ON THE INSIDE OF THE SECOND CURVE FROM HIGHWAY 601.
 JV3141
 JV3141                          STATION RECOVERY (2002)
 JV3141
 JV3141'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (KC)
 JV3141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3142 ***********************************************************************
 JV3142  DESIGNATION -  BLUEMONT RM 2
 JV3142  PID         -  JV3142
 JV3142  STATE/COUNTY-  VA/LOUDOUN
 JV3142  USGS QUAD   -  BLUEMONT (1981)
 JV3142
 JV3142                         *CURRENT SURVEY CONTROL
 JV3142  ___________________________________________________________________
 JV3142* NAD 83(1986)-  39 04 47.     (N)    077 52 26.     (W)     SCALED    
 JV3142* NAVD 88     -       536.810  (meters)    1761.18   (feet)  ADJUSTED  
 JV3142  ___________________________________________________________________
 JV3142  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JV3142  DYNAMIC HT  -         536.462 (meters)    1760.04  (feet)  COMP
 JV3142  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 JV3142
 JV3142  VERT ORDER  -  SECOND    CLASS 0
 JV3142
 JV3142.The horizontal coordinates were scaled from a topographic map and have
 JV3142.an estimated accuracy of +/- 6 seconds.
 JV3142
 JV3142.The orthometric height was determined by differential leveling
 JV3142.and adjusted by the National Geodetic Survey in June 1991..
 JV3142
 JV3142.The geoid height was determined by GEOID03.
 JV3142
 JV3142.The dynamic height is computed by dividing the NAVD 88
 JV3142.geopotential number by the normal gravity value computed on the
 JV3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3142.degrees latitude (g = 980.6199 gals.).
 JV3142
 JV3142.The modeled gravity was interpolated from observed gravity values.
 JV3142
 JV3142;                    North         East    Units  Estimated Accuracy
 JV3142;SPC VA N     - 2,157,040.    3,554,180.      MT  (+/- 180 meters Scaled)
 JV3142
 JV3142                          SUPERSEDED SURVEY CONTROL
 JV3142
 JV3142  NGVD 29 (??/??/??)  537.007  (m)         1761.83   (f) ADJUSTED    2 0
 JV3142
 JV3142.Superseded values are not recommended for survey control.
 JV3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3142.See file dsdata.txt to determine how the superseded data were derived.
 JV3142
 JV3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ514295(NAD 83)
 JV3142_MARKER: DR = REFERENCE MARK DISK
 JV3142_SETTING: 66 = SET IN ROCK OUTCROP
 JV3142_SP_SET: ROCK OUTCROP
 JV3142_STAMPING: BLUEMONT NO 2 1942
 JV3142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3142+STABILITY: POSITION/ELEVATION WELL
 JV3142
 JV3142  HISTORY     - Date     Condition        Report By
 JV3142  HISTORY     - 1942     MONUMENTED       CGS
 JV3142  HISTORY     - 1961     GOOD             CGS
 JV3142
 JV3142                          STATION DESCRIPTION
 JV3142
 JV3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV3142'3.5 MI S FROM BLUEMONT.
 JV3142'HIGHWAY 601 HAS BEEN REBUILT AND THE MARK IS NOW ON STATE
 JV3142'HIGHWAY 650, ABOUT 300 FEET SOUTH OF THE INTERSECTION OF STATE
 JV3142'HIGHWAYS 601 AND 650, 2.9 MILES SOUTH OF THE JUNCTION OF STATE
 JV3142'HIGHWAYS 7 AND 601 ABOUT 0.6 MILE NORTHWEST OF BLUEMONT.  IT
 JV3142'IS ON THE OUTSIDE OF THE CURVE AND OPPOSITE REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2154 ***********************************************************************
 GW2154  DESIGNATION -  BLUFF
 GW2154  PID         -  GW2154
 GW2154  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2154  USGS QUAD   -  BUENA VISTA (1984)
 GW2154
 GW2154                         *CURRENT SURVEY CONTROL
 GW2154  ___________________________________________________________________
 GW2154* NAD 83(1993)-  37 39 36.38648(N)    079 20 47.25363(W)     ADJUSTED  
 GW2154* NAVD 88     -      1028.     (meters)    3373.     (feet)  SCALED    
 GW2154  ___________________________________________________________________
 GW2154  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GW2154  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW2154
 GW2154  HORZ ORDER  -  SECOND
 GW2154
 GW2154.The horizontal coordinates were established by classical geodetic methods
 GW2154.and adjusted by the National Geodetic Survey in November 1994..
 GW2154
 GW2154.The orthometric height was scaled from a topographic map.
 GW2154
 GW2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2154
 GW2154.The geoid height was determined by GEOID03.
 GW2154
 GW2154;                    North         East     Units Scale Factor Converg.
 GW2154;SPC VA S     - 1,147,575.302 3,425,315.671   MT  0.99995841   -0 30 49.5
 GW2154;SPC VA S     - 3,765,003.30 11,237,889.83   sFT  0.99995841   -0 30 49.5
 GW2154;UTM  17      - 4,169,390.369   645,849.123   MT  0.99986201   +1 00 37.6
 GW2154
 GW2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2154!SPC VA S     -   0.99984379  x   0.99995841  =   0.99980221
 GW2154!UTM  17      -   0.99984379  x   0.99986201  =   0.99970582
 GW2154
 GW2154|---------------------------------------------------------------------|
 GW2154| PID    Reference Object                     Distance      Geod. Az  |
 GW2154|                                                           dddmmss.s |
 GW2154| DC3857 BLUFF RM 2                            4.709 METERS 02029     |
 GW2154| DC3858 BLUFF RM 3                            8.315 METERS 10335     |
 GW2154| GW2267 SHORT                               APPROX.26.5 KM 2611846.8 |
 GW2154| DC3856 BLUFF RM 1                                         27146     |
 GW2154|---------------------------------------------------------------------|
 GW2154
 GW2154                          SUPERSEDED SURVEY CONTROL
 GW2154
 GW2154  NAD 83(1986)-  37 39 36.38522(N)    079 20 47.26816(W) AD(       ) 2
 GW2154  NAD 27      -  37 39 35.89300(N)    079 20 48.15400(W) AD(       ) 2
 GW2154
 GW2154.Superseded values are not recommended for survey control.
 GW2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2154.See file dsdata.txt to determine how the superseded data were derived.
 GW2154
 GW2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4584969390(NAD 83)
 GW2154_MARKER: DS = TRIANGULATION STATION DISK
 GW2154_SETTING: 66 = SET IN ROCK OUTCROP
 GW2154
 GW2154  HISTORY     - Date     Condition        Report By
 GW2154  HISTORY     - 1933     MONUMENTED       CGS
 GW2154  HISTORY     - 1957     GOOD             CGS
 GW2154
 GW2154                          STATION DESCRIPTION
 GW2154
 GW2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GW2154'STATION IS A LITTLE NW OF THE CENTER OF BLUFF MOUNTAIN FIRE
 GW2154'TOWER WHICH IS ON THE SUMMIT OF BLUFF MOUNTAIN OF THE BLUE
 GW2154'RIDGE MOUNTAINS AT THE HEAD OF CAMDEN, COE AND OTTER CREEKS.
 GW2154'
 GW2154'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 GW2154'SMALL OUTCROPPING ROCK WHICH IS ABOUT FLUSH WITH THE GROUND.
 GW2154'
 GW2154'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS SW OF STATION AND ABOUT
 GW2154'20 FEET BELOW IT.  IT IS A STANDARD BRONZE DISK SET IN 4-
 GW2154'BY 4-FOOT ROCK OUTCROP WHICH PROTRUDES ABOUT 3 FEET.  IT IS
 GW2154'ABOUT 35 FEET NNW OF TOP OF RIDGE RUNNING S FROM STATION.
 GW2154'
 GW2154'REFERENCE MARK NO. 2 IS NNE OF STATION.  IT IS A STANDARD BRONZE
 GW2154'DISK SET IN THE CONCRETE FOOTING OF THE W LEG OF THE FIRE TOWER.
 GW2154'
 GW2154'REFERENCE MARK NO. 3 IS E OF STATION.  IT IS A STANDARD BRONZE
 GW2154'DISK SET IN THE FOOTING OF THE E LEG OF THE FIRE TOWER.
 GW2154'
 GW2154'TO REACH FROM THE S END OF THE EXTRACT PLANT IN BUENA VISTA,
 GW2154'VIRGINIA, GO SE ON DIRT ROAD 5.45 MILES AND TURN RIGHT JUST
 GW2154'AFTER PASSING WHITE SCHOOLHOUSE ON LEFT.  PASS THROUGH BARS
 GW2154'AND THROUGH THE YARD OF MR. WALTER GARRETT AND FOLLOW TELEPHONE
 GW2154'WIRE ALONG ROAD FOR ABOUT 1-1/2 MILES TO STEEP BLUFF 1/4 MILE
 GW2154'FROM SUMMIT AT THE END OF TRUCK TRAVEL.  FOLLOW TRAIL TO
 GW2154'STATION.  STATION IS ABOUT 20 FEET NW OF AND 5 FEET BELOW THE
 GW2154'SUMMIT OF THE KNOB.  IT IS 8.5 FEET FROM THE SW LEG OF THE
 GW2154'FIRE TOWER.
 GW2154
 GW2154                          STATION RECOVERY (1957)
 GW2154
 GW2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2154'STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 GW2154'AND IN GOOD CONDITION.
 GW2154'
 GW2154'A NEW TO REACH FOLLOWS--
 GW2154'
 GW2154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GW2154'STATE HIGHWAY 501 IN BUENA VISTA, GO E ON U.S. HIGHWAY 60 FOR 4.6
 GW2154'MI. TO THE ROCKBRIDGE-AMHERST COUNTY LINE.  TURN RIGHT AND FOLLOW
 GW2154'ALONG THE TOP OF THE RIDGE ON A GRAVEL ROAD FOR 5.65 MI. TO
 GW2154'COUNTY ROUTE 164 ON THE RIGHT.  TURN RIGHT AND FOLLOW THE ROAD
 GW2154'ALONG THE TOP OF THE RIDGE FOR 2.5 MI. TO THE LOOKOUT TOWER AND
 GW2154'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5218 ***********************************************************************
 HV5218  DESIGNATION -  BLUFF
 HV5218  PID         -  HV5218
 HV5218  STATE/COUNTY-  VA/LOUDOUN
 HV5218  USGS QUAD   -  HERNDON (1994)
 HV5218
 HV5218                         *CURRENT SURVEY CONTROL
 HV5218  ___________________________________________________________________
 HV5218* NAD 83(1993)-  38 59 46.02578(N)    077 27 45.22952(W)     ADJUSTED  
 HV5218* NAVD 88     -        78.8    (meters)     259.     (feet)  VERTCON   
 HV5218  ___________________________________________________________________
 HV5218  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 HV5218  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV5218
 HV5218  HORZ ORDER  -  THIRD
 HV5218
 HV5218.The horizontal coordinates were established by classical geodetic methods
 HV5218.and adjusted by the National Geodetic Survey in November 1994..
 HV5218
 HV5218.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5218
 HV5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5218
 HV5218.The geoid height was determined by GEOID03.
 HV5218
 HV5218;                    North         East     Units Scale Factor Converg.
 HV5218;SPC VA N     - 2,148,078.106 3,589,869.688   MT  0.99997017   +0 38 50.9
 HV5218;SPC VA N     - 7,047,486.25 11,777,764.13   sFT  0.99997017   +0 38 50.9
 HV5218;UTM  18      - 4,319,230.752   286,736.830   MT  1.00016006   -1 33 00.7
 HV5218
 HV5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5218!SPC VA N     -   0.99999265  x   0.99997017  =   0.99996282
 HV5218!UTM  18      -   0.99999265  x   1.00016006  =   1.00015271
 HV5218
 HV5218:                Primary Azimuth Mark                     Grid Az
 HV5218:SPC VA N     -  WOOD                                     209 27 08.3
 HV5218:UTM  18      -  WOOD                                     211 38 59.9
 HV5218
 HV5218|---------------------------------------------------------------------|
 HV5218| PID    Reference Object                     Distance      Geod. Az  |
 HV5218|                                                           dddmmss.s |
 HV5218| HV5262 WOOD                                APPROX. 0.6 KM 2100559.2 |
 HV5218| DC6692 BLUFF RM 1                           15.866 METERS 21534     |
 HV5218| DC6693 BLUFF RM 2                           17.325 METERS 34449     |
 HV5218|---------------------------------------------------------------------|
 HV5218
 HV5218                          SUPERSEDED SURVEY CONTROL
 HV5218
 HV5218  NAD 83(1993)-  38 59 46.02638(N)    077 27 45.23288(W) AD(       ) 3
 HV5218  NAD 83(1986)-  38 59 46.02554(N)    077 27 45.24186(W) AD(       ) 3
 HV5218  NAD 27      -  38 59 45.63019(N)    077 27 46.27672(W) AD(       ) 3
 HV5218  NGVD 29 (07/19/86)   79.0    (m)          259.     (f) VERT ANG       
 HV5218
 HV5218.Superseded values are not recommended for survey control.
 HV5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5218.See file dsdata.txt to determine how the superseded data were derived.
 HV5218
 HV5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8673719231(NAD 83)
 HV5218_MARKER: DS = TRIANGULATION STATION DISK
 HV5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5218
 HV5218  HISTORY     - Date     Condition        Report By
 HV5218  HISTORY     - 1958     MONUMENTED       CGS
 HV5218
 HV5218                          STATION DESCRIPTION
 HV5218
 HV5218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5218'THE STATION IS ABOUT 4.3 MILES NORTHWEST OF HERNDON, 2.0
 HV5218'MILES WEST-SOUTHWEST OF STERLING AND ABOUT 0.2 MILE NORTH-NORTHWEST
 HV5218'OF A FARM RESIDENCE OCCUPIED BY MR. W.M. ROSE, AND IS ON
 HV5218'PROPERTY OWNED BY MR. A.L. ALLWOOD.
 HV5218'
 HV5218'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND COUNTY
 HV5218'ROUTE 657, IN CHANTILLY, GO NORTHWEST ON HIGHWAY 50 FOR
 HV5218'1.75 MILES TO THE JUNCTION OF COUNTY ROUTE 607, TURN RIGHT,
 HV5218'GO NORTHERLY ON ROUTE 607 FOR 2.6 MILES TO CROSSROADS.
 HV5218'CONTINUE NORTHERLY ON ROUTE 607 FOR 3.0 MILES TO A ROAD FORK.
 HV5218'TAKE LEFT FORK, GRAVELED ROAD, GO NORTHWEST FOR 0.9 MILE TO
 HV5218'A CROSSROAD.  KEEP STRAIGHT AHEAD, GO 0.15 MILE TO A DRIVEWAY
 HV5218'ON THE LEFT, TURN LEFT AND FOLLOW DRIVEWAY FOR 0.25 MILE
 HV5218'TO FARM BUILDINGS AND THE END OF TRUCK TRAVEL.  PACK EASTERLY
 HV5218'FOR ABOUT 30 YARDS INTO BARN LOT, THENCE NORTH-NORTHWEST
 HV5218'FOR ABOUT 0.2 MILE TO THE NORTHWEST CORNER OF LOT AND THE
 HV5218'STATION.
 HV5218'
 HV5218'STATION MARKS ARE STANDARD DISKS STAMPED BLUFF 1958.  THE
 HV5218'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5218'6 INCHES.  IT IS 169 FEET SOUTHWEST OF A TREE WHICH IS AT THE
 HV5218'SOUTHEAST CORNER OF WOODS AND 44 FEET EAST OF THE RIM OF
 HV5218'BANK AT EDGE OF WOODS.  THE UNDERGROUND DISK IS SET IN AN
 HV5218'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 HV5218'THE GROUND.
 HV5218'
 HV5218'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLUFF NO 1
 HV5218'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HV5218'INCHES.  IT IS 26 FEET EAST OF THE RIM OF BANK AT THE EDGE
 HV5218'OF WOODS AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HV5218'
 HV5218'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLUFF NO 2 1958,
 HV5218'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HV5218'IT IS 89 FEET SOUTH OF AN EAST-WEST TIMBER LINE AND 12 FEET
 HV5218'EAST OF RIM OF BANK AT EDGE OF WOODS.
 HV5218'
 HV5218'TRIANGULATION STATION WOOD CAN BE USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5527 ***********************************************************************
 AJ5527  DESIGNATION -  BLUFF
 AJ5527  PID         -  AJ5527
 AJ5527  STATE/COUNTY-  VA/SPOTSYLVANIA
 AJ5527  USGS QUAD   -  SALEM CHURCH (1994)
 AJ5527
 AJ5527                         *CURRENT SURVEY CONTROL
 AJ5527  ___________________________________________________________________
 AJ5527* NAD 83(1993)-  38 20 38.08809(N)    077 34 30.56394(W)     ADJUSTED  
 AJ5527* NAVD 88     -        77.1    (meters)     253.     (feet)  GPS OBS   
 AJ5527  ___________________________________________________________________
 AJ5527  X           -   1,077,702.795 (meters)                     COMP
 AJ5527  Y           -  -4,891,559.393 (meters)                     COMP
 AJ5527  Z           -   3,935,482.728 (meters)                     COMP
 AJ5527  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AJ5527  ELLIP HEIGHT-          44.69  (meters)          (05/17/02) GPS OBS
 AJ5527  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AJ5527
 AJ5527  HORZ ORDER  -  FIRST
 AJ5527  ELLP ORDER  -  FOURTH    CLASS II
 AJ5527
 AJ5527.The horizontal coordinates were established by GPS observations
 AJ5527.and adjusted by the National Geodetic Survey in October 2001..
 AJ5527
 AJ5527.The orthometric height was determined by GPS observations and a
 AJ5527.high-resolution geoid model.
 AJ5527
 AJ5527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5527
 AJ5527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5527
 AJ5527.The ellipsoidal height was determined by GPS observations
 AJ5527.and is referenced to NAD 83.
 AJ5527
 AJ5527.The geoid height was determined by GEOID03.
 AJ5527
 AJ5527;                    North         East     Units Scale Factor Converg.
 AJ5527;SPC VA N     - 2,075,580.113 3,580,845.822   MT  0.99995972   +0 34 38.0
 AJ5527;SPC VA N     - 6,809,632.42 11,748,158.33   sFT  0.99995972   +0 34 38.0
 AJ5527;UTM  18      - 4,247,112.754   274,950.450   MT  1.00022378   -1 35 53.7
 AJ5527
 AJ5527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5527!SPC VA N     -   0.99999299  x   0.99995972  =   0.99995271
 AJ5527!UTM  18      -   0.99999299  x   1.00022378  =   1.00021677
 AJ5527
 AJ5527                          SUPERSEDED SURVEY CONTROL
 AJ5527
 AJ5527  ELLIP H (10/09/01)   44.69   (m)                       GP(       ) 4 1
 AJ5527
 AJ5527.Superseded values are not recommended for survey control.
 AJ5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5527.See file dsdata.txt to determine how the superseded data were derived.
 AJ5527
 AJ5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7495047113(NAD 83)
 AJ5527_MARKER: DD = SURVEY DISK
 AJ5527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5527_STAMPING: BLUFF 2001
 AJ5527_MARK LOGO: VA-177
 AJ5527_PROJECTION: FLUSH
 AJ5527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5527+STABILITY: SURFACE MOTION
 AJ5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5527+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5527
 AJ5527  HISTORY     - Date     Condition        Report By
 AJ5527  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5527
 AJ5527                          STATION DESCRIPTION
 AJ5527
 AJ5527'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5527'THE STATION IS LOCATED IN NORTHERN SPOTSYLVANIA COUNTY,  VIRGINIA.
 AJ5527' 
 AJ5527'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND PLANK ROAD
 AJ5527'(ROUTE 3)
 AJ5527'PROCEED WEST ALONG PLANK ROAD (ROUTE 3)  A DISTANCE OF 0.8 MILE TO ITS
 AJ5527'INTERSECTION WITH BRAGG ROAD (ROUTE 639).  TURN RIGHT AND PROCEED
 AJ5527'NORTH
 AJ5527'ALONG BRAGG ROAD (ROUTE 639) A DISTANCE OF 0.9 MILE TO ITS
 AJ5527'INTERSECTION WITH
 AJ5527'RIVER ROAD (ROUTE 618).  TURN LEFT AND PROCEED WEST ALONG RIVER ROAD
 AJ5527'(ROUTE 618)  A
 AJ5527'DISTANCE OF 4.1 MILES TO ITS INTERSECTION WITH RIVER BLUFFS DRIVE.
 AJ5527'TURN RIGHT AND PROCEED NORTH ALONG RIVER BLUFFS DRIVE A DISTANCE
 AJ5527'OF 0.4 MILE TO ITS INTERSECTION WITH GOLDVEIN DRIVE.  TURN LEFT AND
 AJ5527'PROCEED NORTH ALONG GOLDVEIN DRIVE A DISTANCE OF 0.5 MILE ITS
 AJ5527'INTERSECTION WITH
 AJ5527'RIVER OAK PLACE AND THE TO THE STATION ON THE RIGHT IN THE SOUTHEAST
 AJ5527'CORNER OF THE
 AJ5527'INTERSECTION.
 AJ5527' 
 AJ5527'THE STATION IS A STANDARD 3 1/2 INCH SPOTSYLVANIA COUNTY, VA ALUMINUM
 AJ5527'SURVEY DISK SET IN
 AJ5527'CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED BLUFF 2001.
 AJ5527' 
 AJ5527'THE STATION IS 75.5 FEET AZIMUTH 355 DEGREES TO MAILBOX 300, 65.6 FEET
 AJ5527'AZIMUTH 35 DEGREES
 AJ5527'TO A STOP SIGN, 2.5 FEET AZIMUTH 325 DEGREES TO A SPOTSYLVANIA COUNTY
 AJ5527'WITNESS POST, 21.5
 AJ5527'FEET SOUTHEAST FROM THE EDGE OF GOLDVEIN DRIVE, AND 25.4 FEET
 AJ5527'SOUTHWEST FROM THE EDGE
 AJ5527'OF RIVER OAK PLACE.
 AJ5527' 
 AJ5527'THE STATION IS OBSTRUCTED AND MARGINAL FOR GPS.
 AJ5527' 
 AJ5527' 
 AJ5527' 
 AJ5527' 
 AJ5527'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3817 ***********************************************************************
 GV3817  DESIGNATION -  BLUFF 1931
 GV3817  PID         -  GV3817
 GV3817  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3817  USGS QUAD   -  HEATHSVILLE (1992)
 GV3817
 GV3817                         *CURRENT SURVEY CONTROL
 GV3817  ___________________________________________________________________
 GV3817* NAD 83(1993)-  37 58 38.89967(N)    076 27 27.04659(W)     ADJUSTED  
 GV3817* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3817  ___________________________________________________________________
 GV3817  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 GV3817  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 GV3817
 GV3817  HORZ ORDER  -  THIRD
 GV3817
 GV3817.The horizontal coordinates were established by classical geodetic methods
 GV3817.and adjusted by the National Geodetic Survey in November 1994..
 GV3817
 GV3817.The orthometric height was scaled from a topographic map.
 GV3817
 GV3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3817
 GV3817.The geoid height was determined by GEOID03.
 GV3817
 GV3817;                    North         East     Units Scale Factor Converg.
 GV3817;SPC VA S     - 1,184,406.182 3,679,437.887   MT  1.00000199   +1 14 22.7
 GV3817;SPC VA S     - 3,885,839.28 12,071,622.47   sFT  1.00000199   +1 14 22.7
 GV3817;SPC VA N     - 2,036,495.039 3,679,438.579   MT  1.00001033   +1 16 29.1
 GV3817;SPC VA N     - 6,681,400.81 12,071,624.74   sFT  1.00001033   +1 16 29.1
 GV3817;UTM  18      - 4,204,317.525   371,991.737   MT  0.99980182   -0 53 49.2
 GV3817
 GV3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3817!SPC VA S     -   1.00000552  x   1.00000199  =   1.00000751
 GV3817!SPC VA N     -   1.00000552  x   1.00001033  =   1.00001585
 GV3817!UTM  18      -   1.00000552  x   0.99980182  =   0.99980733
 GV3817
 GV3817|---------------------------------------------------------------------|
 GV3817| PID    Reference Object                     Distance      Geod. Az  |
 GV3817|                                                           dddmmss.s |
 GV3817| GV3829 E USE 1931                           69.797 METERS 11657     |
 GV3817| GV3830 F USE 1931                          APPROX. 0.5 KM 2760122.8 |
 GV3817|---------------------------------------------------------------------|
 GV3817
 GV3817                          SUPERSEDED SURVEY CONTROL
 GV3817
 GV3817  NAD 83(1993)-  37 58 38.89770(N)    076 27 27.04873(W) AD(       ) 3
 GV3817  NAD 83(1986)-  37 58 38.90094(N)    076 27 27.06245(W) AD(       ) 3
 GV3817  NAD 27      -  37 58 38.43300(N)    076 27 28.20200(W) AD(       ) 3
 GV3817
 GV3817.Superseded values are not recommended for survey control.
 GV3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3817.See file dsdata.txt to determine how the superseded data were derived.
 GV3817
 GV3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7199204318(NAD 83)
 GV3817_MARKER: I = METAL ROD
 GV3817_SETTING: 0 = UNSPECIFIED SETTING
 GV3817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3817
 GV3817  HISTORY     - Date     Condition        Report By
 GV3817  HISTORY     - 1931     MONUMENTED       VACF
 GV3817  HISTORY     - 1943     GOOD             CGS
 GV3817  HISTORY     - 1952     GOOD             CGS
 GV3817  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3817
 GV3817                          STATION DESCRIPTION
 GV3817
 GV3817'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3817'STATION IS AT TURN OF BLUFF ON E SIDE OF RIVER, OPPOSITE
 GV3817'SANDY POINT, MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 GV3817'PIPE SURROUNDED BELOW THE SURFACE OF GROUND BY A BLOCK OF
 GV3817'CONCRETE.
 GV3817'
 GV3817'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3817
 GV3817                          STATION RECOVERY (1943)
 GV3817
 GV3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3817'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV3817'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPTING THE
 GV3817'STATIONS ARE ON THE LAND BELONGING TO CLEM GOODMAN.
 GV3817
 GV3817                          STATION RECOVERY (1952)
 GV3817
 GV3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3817'STATION PIPE WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 GV3817'GOOD CONDITION.
 GV3817
 GV3817                          STATION RECOVERY (2002)
 GV3817
 GV3817'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3630 ***********************************************************************
 GV3630  DESIGNATION -  BLUFF 3
 GV3630  PID         -  GV3630
 GV3630  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3630  USGS QUAD   -  FLEETS BAY (1992)
 GV3630
 GV3630                         *CURRENT SURVEY CONTROL
 GV3630  ___________________________________________________________________
 GV3630* NAD 83(1993)-  37 41 33.40916(N)    076 18 07.86559(W)     ADJUSTED  
 GV3630* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3630  ___________________________________________________________________
 GV3630  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 GV3630  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 GV3630
 GV3630  HORZ ORDER  -  THIRD
 GV3630
 GV3630.The horizontal coordinates were established by classical geodetic methods
 GV3630.and adjusted by the National Geodetic Survey in November 1994..
 GV3630
 GV3630.The orthometric height was scaled from a topographic map.
 GV3630
 GV3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3630
 GV3630.The geoid height was determined by GEOID03.
 GV3630
 GV3630;                    North         East     Units Scale Factor Converg.
 GV3630;SPC VA S     - 1,153,104.460 3,693,817.495   MT  0.99996146   +1 20 02.1
 GV3630;SPC VA S     - 3,783,143.55 12,118,799.56   sFT  0.99996146   +1 20 02.1
 GV3630;UTM  18      - 4,172,508.518   385,193.567   MT  0.99976235   -0 47 46.6
 GV3630
 GV3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3630!SPC VA S     -   1.00000549  x   0.99996146  =   0.99996695
 GV3630!UTM  18      -   1.00000549  x   0.99976235  =   0.99976784
 GV3630
 GV3630:                Primary Azimuth Mark                     Grid Az
 GV3630:SPC VA S     -  WINDMILL POINT LIGHTHOUSE 1898           149 49 22.1
 GV3630:UTM  18      -  WINDMILL POINT LIGHTHOUSE 1898           151 57 10.8
 GV3630
 GV3630|---------------------------------------------------------------------|
 GV3630| PID    Reference Object                     Distance      Geod. Az  |
 GV3630|                                                           dddmmss.s |
 GV3630| GV3629 WINDMILL POINT LIGHTHOUSE 1898      APPROX.12.1 KM 1510924.2 |
 GV3630| GV3640 INDIAN CREEK ENTRANCE LIGHT 2       APPROX. 2.3 KM 1893418.3 |
 GV3630| GV3631 COTTON PATCH BAR LIGHT              APPROX. 2.3 KM 1895400.3 |
 GV3630| GV3636 FLATS LIGHT 6                       APPROX. 4.2 KM 2041641.3 |
 GV3630| GV3635 FLATS LIGHT                         APPROX. 4.0 KM 2130408.9 |
 GV3630| GV3643 OLD TOMS LIGHT                      APPROX. 2.1 KM 2151416.9 |
 GV3630| DC8989 BLUFF 3 RM 1                         29.250 METERS 23559     |
 GV3630| DC8990 BLUFF 3 RM 2                         31.690 METERS 31049     |
 GV3630|---------------------------------------------------------------------|
 GV3630
 GV3630                          SUPERSEDED SURVEY CONTROL
 GV3630
 GV3630  NAD 83(1993)-  37 41 33.44876(N)    076 18 07.91336(W) AD(       ) 3
 GV3630  NAD 83(1986)-  37 41 33.40255(N)    076 18 07.88461(W) AD(       ) 3
 GV3630  NAD 27      -  37 41 32.59400(N)    076 18 08.89100(W) AD(       ) 3
 GV3630
 GV3630.Superseded values are not recommended for survey control.
 GV3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3630.See file dsdata.txt to determine how the superseded data were derived.
 GV3630
 GV3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8519472509(NAD 83)
 GV3630_MARKER: DE = TRAVERSE STATION DISK
 GV3630_SETTING: 0 = UNSPECIFIED SETTING
 GV3630
 GV3630  HISTORY     - Date     Condition        Report By
 GV3630  HISTORY     - 1944     MONUMENTED       CGS
 GV3630  HISTORY     - 1952     GOOD             CGS
 GV3630  HISTORY     - 1954     GOOD             CGS
 GV3630  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3630
 GV3630                          STATION DESCRIPTION
 GV3630
 GV3630'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3630'THE STATION IS LOCATED ON BLUFF POINT ON THE N SIDE OF FLEETS BAY,
 GV3630'ON THE S END OF THE POINT, AND ON THE S SIDE OF A LARGE POND
 GV3630'WHICH HAS SANDED IN ON THE BAY SHORE.
 GV3630'
 GV3630'THE STATION IS 93.0 METERS W OF THE HIGH-WATER LINE ON THE BAY
 GV3630'SHORE, 62.0 METERS S OF THE S EDGE OF THE POND, 37.0 METERS SW
 GV3630'OF THE SW EDGE OF THE POND PROPER, AND ABOUT 400 YARDS N OF THE
 GV3630'EXTREME END OF THE POINT.
 GV3630'
 GV3630'THE STATION MARK IS A BRONZE TRAVERSE DISK STAMPED BLUFF 3 1944
 GV3630'AND SET IN CONCRETE.
 GV3630'
 GV3630'REFERENCE MARK 1 IS LOCATED SW OF THE STATION ON HARD SALT
 GV3630'MARSH, 123 METERS W OF THE HIGH-WATER LINE ON THE BAY SHORE,
 GV3630'AND 67.0 METERS S OF THE EDGE OF THE POND.  IT IS A BRONZE
 GV3630'REFERENCE DISK STAMPED BLUFF 3 R.M. 1 AND SET IN CONCRETE.
 GV3630'
 GV3630'REFERENCE MARK 2 IS NW OF THE STATION ON THE HARD SALT MARSH,
 GV3630'123 METERS W OF THE HIGH-WATER LINE, AND 30.0 METERS S OF THE
 GV3630'EDGE OF THE POND.  IT IS A BRONZE REFERENCE DISK STAMPED BLUFF
 GV3630'3 R.M. 2 AND SET IN CONCRETE.
 GV3630'
 GV3630'BOTH REFERENCE MARKS PROJECT ABOUT 6 INCHES ABOVE THE SURFACE
 GV3630'OF THE MARSH.
 GV3630
 GV3630                          STATION RECOVERY (1952)
 GV3630
 GV3630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH)
 GV3630'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GV3630'THE ORIGINAL (1944) DESCRIPTION IS ADEQUATE EXCEPT THAT THE
 GV3630'STATION IS NOW 53 METERS W OF THE MEAN HIGH-WATER LINE.
 GV3630
 GV3630                          STATION RECOVERY (1954)
 GV3630
 GV3630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3630'THIS STATION WAS RECOVERED AND IS IN GOOD CONDITION.  THE PREVIOUS
 GV3630'DESCRIPTION IS ADEQUATE.
 GV3630
 GV3630                          STATION RECOVERY (2002)
 GV3630
 GV3630'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4562 ***********************************************************************
 GV4562  DESIGNATION -  BLUNT F
 GV4562  PID         -  GV4562
 GV4562  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4562  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4562
 GV4562                         *CURRENT SURVEY CONTROL
 GV4562  ___________________________________________________________________
 GV4562* NAD 83(1993)-  37 03 22.76592(N)    076 31 11.56540(W)     ADJUSTED  
 GV4562* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4562  ___________________________________________________________________
 GV4562  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 GV4562  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 GV4562
 GV4562  HORZ ORDER  -  THIRD
 GV4562
 GV4562.The horizontal coordinates were established by classical geodetic methods
 GV4562.and adjusted by the National Geodetic Survey in September 1995..
 GV4562
 GV4562.The orthometric height was scaled from a topographic map.
 GV4562
 GV4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4562
 GV4562.The geoid height was determined by GEOID03.
 GV4562
 GV4562;                    North         East     Units Scale Factor Converg.
 GV4562;SPC VA S     - 1,082,080.258 3,676,103.818   MT  0.99996006   +1 12 06.4
 GV4562;SPC VA S     - 3,550,124.98 12,060,683.94   sFT  0.99996006   +1 12 06.4
 GV4562;UTM  18      - 4,102,200.828   364,862.552   MT  0.99982497   -0 54 57.7
 GV4562
 GV4562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4562!SPC VA S     -   1.00000571  x   0.99996006  =   0.99996577
 GV4562!UTM  18      -   1.00000571  x   0.99982497  =   0.99983068
 GV4562
 GV4562|---------------------------------------------------------------------|
 GV4562| PID    Reference Object                     Distance      Geod. Az  |
 GV4562|                                                           dddmmss.s |
 GV4562| DC8994 BLUNT F WM                           67.370 METERS 00924     |
 GV4562| DC8991 BLUNT F RM 1                         66.280 METERS 01001     |
 GV4562| DC8992 BLUNT F RM 2                         42.840 METERS 03941     |
 GV4562| DC8993 BLUNT F RM 3                         45.300 METERS 06505     |
 GV4562| GV4597 WHITE SHOALS LIGHTHOUSE 1909        APPROX. 3.9 KM 1900248.5 |
 GV4562| GV4561 AARON SHOAL LIGHTHOUSE              APPROX. 5.5 KM 2092346.0 |
 GV4562| GV4572 GAP SHOAL LIGHTHOUSE                APPROX. 6.3 KM 2194112.9 |
 GV4562| GV4595 UPTON FARM BARN NE GABLE            APPROX. 6.9 KM 2435945.7 |
 GV4562| GV4607 POINT OF SHOALS LIGHTHOUSE          APPROX.11.9 KM 2762644.1 |
 GV4562| GV4567 CURTIS POINT TOWER FLAGPOLE         APPROX. 3.9 KM 3141631.5 |
 GV4562|---------------------------------------------------------------------|
 GV4562
 GV4562                          SUPERSEDED SURVEY CONTROL
 GV4562
 GV4562  NAD 83(1986)-  37 03 22.76961(N)    076 31 11.59936(W) AD(       ) 3
 GV4562  NAD 27      -  37 03 22.23600(N)    076 31 12.78000(W) AD(       ) 3
 GV4562
 GV4562.Superseded values are not recommended for survey control.
 GV4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4562.See file dsdata.txt to determine how the superseded data were derived.
 GV4562
 GV4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6486302201(NAD 83)
 GV4562_MARKER: Z = SEE DESCRIPTION
 GV4562_SETTING: 0 = UNSPECIFIED SETTING
 GV4562
 GV4562  HISTORY     - Date     Condition        Report By
 GV4562  HISTORY     - 1909     MONUMENTED       CGS
 GV4562  HISTORY     - 1927     MARK NOT FOUND   CGS
 GV4562  HISTORY     - 1938     GOOD             CGS
 GV4562  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV4562  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV4562
 GV4562                          STATION DESCRIPTION
 GV4562
 GV4562'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 GV4562'SIGNAL ERECTED BY THE BUREAU OF FISHERIES OVER A GALVANIZED IRON
 GV4562'PIPE 2 INCHES IN DIAMETER AND PROJECTING 1-1/2 FEET ABOVE
 GV4562'GROUND AND REFERRED TO IN THE BUREAU OF FISHERIES DESCRIPTION
 GV4562'AS THE FORMER STATION BLUNT.
 GV4562'
 GV4562'IT IS SITUATED ON BLUNT POINT, NORTH SIDE OF JAMES RIVER, ABOUT
 GV4562'8 MILES ABOVE NEWPORT NEWS ON THE EDGE OF A SMALL STREAM WHICH
 GV4562'DRAINS A LARGE POND A SHORT DISTANCE INSHORE.  TWO REFERENCE MARKS
 GV4562'WERE FOUND HERE, VIZ.--
 GV4562'
 GV4562'REFERENCE MARK NO. 1, A TRIANGULATION MARK BLAZED ON A PINE TREE
 GV4562'DISTANT 83 FEET.
 GV4562'
 GV4562'REFERENCE MARK NO. 2, A SIMILAR TRIANGULATION MARK ON A
 GV4562'PINE TREE DISTANT 82 FEET 5 INCHES.
 GV4562'
 GV4562'THE DISTANCE AND AZIMUTH FROM BLUNT TO THE OLD TRIANGULATION
 GV4562'WARWICK WAS LAID OFF AND A LARGE EXCAVATION MADE, BUT THE OLD
 GV4562'STATION WAS NOT FOUND.
 GV4562
 GV4562                          STATION RECOVERY (1927)
 GV4562
 GV4562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 GV4562'STATION HAS BEEN DESTROYED ACCORDING TO LOCAL INFORMATION.
 GV4562
 GV4562                          STATION RECOVERY (1938)
 GV4562
 GV4562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4562'ORIGINAL DESCRIPTION--SIGNAL ERECTED BY BUREAU OF FISHERIES OVER A
 GV4562'GALVANIZED IRON PIPE 2 INCHES IN DIAMETER AND PROJECTING 1-1/2
 GV4562'FEET ABOVE GROUND AND REFERRED TO IN THE BUREAU OF FISHERIES
 GV4562'DESCRIPTION AS THE FORMER STATION BLUNT.  IT IS SITUATED ON
 GV4562'BLUNT POINT, NORTH SIDE OF JAMES RIVER, ABOUT MILES ABOVE NEWPORT
 GV4562'NEWS ON THE EDGE OF A SMALL STREAM WHICH DRAINS A LARGE POND A
 GV4562'SHORT DISTANCE INSHORE.  TWO REFERENCE MARKS WERE FOUND, VIZ.--
 GV4562'NO. 1, A TRIANGLE BLAZED ON PINE TREE DISTANT 83 FEET.  NO. 2,
 GV4562'A TRIANGLE BLAZED ON A PINE TREE DISTANT 82 FEET 5 INCHES.
 GV4562'
 GV4562'CORRECTED DESCRIPTION, 1938.
 GV4562'
 GV4562'THE 2-INCH GALVANIZED IRON PIPE WAS RECOVERED.  THE STATION IS
 GV4562'LOCATED JUST SOUTH OF THE WARWICK RIVER ON THE FLAT SAND BEACH,
 GV4562'130 FEET OUTSIDE THE PRESENT HIGH WATER LINE, AND 85 FEET
 GV4562'OUTSIDE THE MEAN LOW WATER LINE.  THE SAND AT THE STATION IS
 GV4562'AWASH ABOUT 2 INCHES AT MEAN LOW WATER.  THE STATION LIES ABOUT
 GV4562'300 FEET NORTHWEST OF THE PROMINENT CLAY BLUFF OF BLUNT POINT.
 GV4562'IT IS DIRECTLY OFFSHORE FROM AN AREA OF LOW SAND BEACH, WITH A
 GV4562'FRINGE OF TREES AND GRASS WHICH BORDER A LARGE AREA OF SWAMP
 GV4562'EXTENDING WELL INSHORE TO THE NORTHEASTWARD.
 GV4562'
 GV4562'THE TREES WHICH WERE REFERENCED IN 1909 AND MENTIONED IN THE
 GV4562'DESCRIPTION OF THAT YEAR ARE GONE.  THERE ARE MANY STANDING
 GV4562'DEAD TREES ALONG THIS SHORE BETWEEN THE HIGH AND LOW WATERLINES.
 GV4562'
 GV4562'A STANDARD BRASS DISK WAS CEMENTED IN THE TOP OF THE GALVANIZED
 GV4562'PIPE.  THIS MARK MAY NOT BE PERMANENT, BUT THE PIPE WAS
 GV4562'REFERENCED WITH ONE WITNESS MARK AND THREE STANDARD REFERENCE
 GV4562'MARKS ON THE SOLID GROUND BETWEEN THE SAND BEACH AND THE SWAMP.
 GV4562'THE REFERENCE MARKS WERE SET IN ACCORDANCE WITH NOTE 11A.  THE
 GV4562'WITNESS MARK IS A TRIANGULAR BLAZE, APEX DOWN, IN A 12-INCH PINE
 GV4562'TREE.
 GV4562'
 GV4562'(NOTE--AN OBSERVING PLATFORM WAS BUILT IN THE WATER OVER
 GV4562'THIS STATION.)
 GV4562'
 GV4562'AT REFERENCE MARK NO. 1, WHICH IS 30 FEET FROM HIGH WATER LINE,
 GV4562'STATION MARK IS ON LINE WITH WHITE SHOAL LIGHTHOUSE.
 GV4562'
 GV4562'AT REFERENCE MARK NO. 2, WHICH IS 10 FEET FROM HIGH WATER LINE,
 GV4562'STATION IS ON LINE WITH GAP SHOAL LIGHT.
 GV4562'
 GV4562'AT REFERENCE MARK NO. 3, WHICH IS 15 FEET FROM HIGH WATER LINE,
 GV4562'STATION IS ON LINE WITH A DRAW OR CUT, WHICH INDENTS THE STEEP
 GV4562'BLUFF JUST NORTHWEST OF STATION CEDAR (V.C.F.).  THIS DRAW OR
 GV4562'CUT LEADS UP FROM WATER TO THE NORTHWEST SIDE OF THE FARM
 GV4562'BUILDINGS OF UPTONS FARM.
 GV4562
 GV4562                          STATION RECOVERY (1942)
 GV4562
 GV4562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4562'IN THE 1938 DESCRIPTION COUNTY WAS ERRONEOUSLY GIVEN AS ISLE OF
 GV4562'WIGHT.  SEARCHED FOR BUT NOT FOUND.  RECOMMEND THIS STATION BE
 GV4562'CONSIDERED LOST.  TRIANGULATION STATION BLUNT 1909, APPARENTLY
 GV4562'SAME STATION.
 GV4562
 GV4562                          STATION RECOVERY (1960)
 GV4562
 GV4562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4562'THE AREA WAS SEARCHED BUT THE STATION WAS NOT RECOVERED, AND IT IS
 GV4562'ASSUMED DESTROYED AS REPORTED IN 1942.  A NEW STATION BLUNT 1949
 GV4562'(U.S.E.) HAS BEEN ESTABLISHED BY THE CORPS OF ENGINEERS NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2198 ***********************************************************************
 FZ2198  SACS        -  This is a Secondary Airport Control Station.
 FZ2198  DESIGNATION -  BLUPORT
 FZ2198  PID         -  FZ2198
 FZ2198  STATE/COUNTY-  VA/HENRY
 FZ2198  USGS QUAD   -  SANVILLE (1983)
 FZ2198
 FZ2198                         *CURRENT SURVEY CONTROL
 FZ2198  ___________________________________________________________________
 FZ2198* NAD 83(1993)-  36 37 53.55785(N)    080 01 08.66069(W)     ADJUSTED  
 FZ2198* NAVD 88     -       280.89   (meters)     921.6    (feet)  GPS OBS   
 FZ2198  ___________________________________________________________________
 FZ2198  X           -     888,213.896 (meters)                     COMP
 FZ2198  Y           -  -5,047,135.148 (meters)                     COMP
 FZ2198  Z           -   3,784,806.861 (meters)                     COMP
 FZ2198  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FZ2198  ELLIP HEIGHT-         248.22  (meters)          (03/08/04) GPS OBS
 FZ2198  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FZ2198
 FZ2198  HORZ ORDER  -  FIRST
 FZ2198  ELLP ORDER  -  THIRD     CLASS II
 FZ2198
 FZ2198.This mark is at Blue Ridge Airport (MTV)
 FZ2198
 FZ2198.The horizontal coordinates were established by GPS observations
 FZ2198.and adjusted by the National Geodetic Survey in March 2000..
 FZ2198
 FZ2198.The orthometric height was determined by GPS observations and a
 FZ2198.high-resolution geoid model.
 FZ2198
 FZ2198.GPS derived orthometric heights for airport stations designated as
 FZ2198.PACS or SACS are published to 2 decimal places.  This maintains
 FZ2198.centimeter relative accuracy between the PACS and SACS.  It does
 FZ2198.not indicate centimeter accuracy relative to other marks which are
 FZ2198.part of the NAVD 88 network.
 FZ2198
 FZ2198.Photographs are available for this station.
 FZ2198
 FZ2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2198
 FZ2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2198
 FZ2198.The ellipsoidal height was determined by GPS observations
 FZ2198.and is referenced to NAD 83.
 FZ2198
 FZ2198.The geoid height was determined by GEOID03.
 FZ2198
 FZ2198;                    North         East     Units Scale Factor Converg.
 FZ2198;SPC VA S     - 1,034,187.087 3,364,137.352   MT  1.00002727   -0 55 19.1
 FZ2198;SPC VA S     - 3,392,995.47 11,037,173.96   sFT  1.00002727   -0 55 19.1
 FZ2198;UTM  17      - 4,054,447.561   587,699.650   MT  0.99969476   +0 35 07.2
 FZ2198
 FZ2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2198!SPC VA S     -   0.99996105  x   1.00002727  =   0.99998832
 FZ2198!UTM  17      -   0.99996105  x   0.99969476  =   0.99965582
 FZ2198
 FZ2198:                Primary Azimuth Mark                     Grid Az
 FZ2198:SPC VA S     -  BLUPORT AZ MK                            117 39 06.7
 FZ2198:UTM  17      -  BLUPORT AZ MK                            116 08 40.4
 FZ2198
 FZ2198|---------------------------------------------------------------------|
 FZ2198| PID    Reference Object                     Distance      Geod. Az  |
 FZ2198|                                                           dddmmss.s |
 FZ2198| FZ2201 BLUPORT AZ MK                       APPROX. 0.8 KM 1164347.6 |
 FZ2198|---------------------------------------------------------------------|
 FZ2198
 FZ2198                          SUPERSEDED SURVEY CONTROL
 FZ2198
 FZ2198  ELLIP H (03/28/00)  248.17   (m)                       GP(       ) 3 2
 FZ2198  NAD 83(1993)-  36 37 53.55907(N)    080 01 08.66145(W) AD(       ) 3
 FZ2198  ELLIP H (09/08/95)  248.28   (m)                       GP(       ) 4 2
 FZ2198  NAD 83(1986)-  36 37 53.56518(N)    080 01 08.67289(W) AD(       ) 3
 FZ2198  NAD 27      -  36 37 53.07455(N)    080 01 09.49465(W) AD(       ) 3
 FZ2198  NGVD 29 (03/22/89)  281.0    (m)          922.     (f) GPS OBS        
 FZ2198
 FZ2198.Superseded values are not recommended for survey control.
 FZ2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2198.See file dsdata.txt to determine how the superseded data were derived.
 FZ2198
 FZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8770054448(NAD 83)
 FZ2198_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2198_STAMPING: BLUPORT 1986
 FZ2198_MARK LOGO: NGS   
 FZ2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2198+STABILITY: SURFACE MOTION
 FZ2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2198+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 FZ2198
 FZ2198  HISTORY     - Date     Condition        Report By
 FZ2198  HISTORY     - 1986     MONUMENTED       NGS
 FZ2198  HISTORY     - 19880428 GOOD
 FZ2198  HISTORY     - 19941130 GOOD             GEOMET
 FZ2198  HISTORY     - 19981209 GOOD             NGS
 FZ2198  HISTORY     - 20010430 GOOD             NGS
 FZ2198
 FZ2198                          STATION DESCRIPTION
 FZ2198
 FZ2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 FZ2198'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 FZ2198'SOUTHWEST OF MARTINSVILLE,
 FZ2198'1.6 KM (1.0 MI) NORTHWEST OF SPENCER, AT THE BLUE RIDGE AIRPORT, AT
 FZ2198'THE JUNCTION OF THE TAXIWAY AND RAMP C.
 FZ2198'OWNERSHIP--BLUE RIDGE AIRPORT AUTHORITY, C/O AIRPORT MANAGER ROBERT
 FZ2198'D. BARON, P.O. BOX 160, SPENCER, VA 24165. PHONE (703) 957-2291.
 FZ2198'
 FZ2198'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 58 AND STATE
 FZ2198'ROUTE 695 AT THE POST OFFICE IN THE VILLAGE OF SPENCER, GO
 FZ2198'NORTH FOR 0.9 KM (0.55 MI) ON STATE ROUTE 695 TO A PAVED ROAD ON
 FZ2198'THE LEFT.
 FZ2198'TURN LEFT AND GO WEST FOR 0.9 KM (0.55 MI) ON STATE ROUTE 698 TO
 FZ2198'THE AIRPORT ENTRANCE ON THE LEFT.
 FZ2198'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE DRIVE TO A
 FZ2198'GATE ON THE WEST SIDE OF THE AIRPORT OFFICE BUILDING.
 FZ2198'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON A DRIVE THROUGH
 FZ2198'THE GATE ACROSS THE TARMAC AND THE WESTERN ONE OF TWO RAMPS TO THE
 FZ2198'TAXIWAY.
 FZ2198'TURN RIGHT AND GO NORTHWEST FOR 0.3 KM (0.15 MI) ON THE TAXIWAY TO
 FZ2198'THE STATION ON THE LEFT JUST PAST THE JUNCTION OF RAMP C.
 FZ2198'
 FZ2198'THE STATION IS A STANDARD NGS DISK
 FZ2198'STAMPED---BLUPORT 1986---,
 FZ2198'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2198'30 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 FZ2198'46.3 METERS (152.0 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY,
 FZ2198'31.1 METERS (102.0 FT) WEST FROM THE JUNCTION OF THE CENTERS OF THE
 FZ2198'TAXIWAY AND RAMP C,
 FZ2198'9.7 METERS (31.8 FT) EAST FROM THE CENTER OF A METAL GRATE FOR A
 FZ2198'CATCH BASIN,
 FZ2198'8.0 METERS (26.3 FT) NORTHWEST FROM THE CENTER OF THE RAMP, AND
 FZ2198'0.3 METERS (1.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FZ2198'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FZ2198'STAMPED---BLUPORT 1986---,
 FZ2198'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 FZ2198'
 FZ2198'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 FZ2198
 FZ2198                          STATION RECOVERY (1988)
 FZ2198
 FZ2198'RECOVERED 1988
 FZ2198'RECOVERED IN GOOD CONDITION.
 FZ2198
 FZ2198                          STATION RECOVERY (1994)
 FZ2198
 FZ2198'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 FZ2198'RECOVERED AS DESCRIBED.
 FZ2198
 FZ2198                          STATION RECOVERY (1998)
 FZ2198
 FZ2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 FZ2198'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-SOUTHWEST OF
 FZ2198'MARTINSVILLE, 10.0 KM (6.20 MI) NORTH OF THE VIRGINIA-NORTH CAROLINA
 FZ2198'STATE LINE, AND 1.6 KM (1.00 MI) NORTHWEST OF SPENCER, AT THE
 FZ2198'MARTINSVILLE/BLUE RIDGE AIRPORT.  NEAR THE EAST ROUNDED CORNER OF THE
 FZ2198'GRASS MEDIAN AT THE JUNCTION OF THE PARALLEL TAXI AND TAXI/RAMP C.
 FZ2198'OWNERSHIP--BLUE RIDGE AIRPORT AUTHORITY, C/O AIRPORT MANAGER ROBERT D.
 FZ2198'BARON, P.O.  BOX 160, SPENCER, VA.  24165.  PHONE 540-957-2291.
 FZ2198'--NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL WITH INTENTIONS.
 FZ2198'--NOTE--THIS STATION IS A (SECONDARY AIRPORT CONTROL STATION) .  TO
 FZ2198'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND STATE
 FZ2198'ROUTE 695 (SPENCER-PRESTON RD) AT THE POST OFFICE IN SPENCER, GO
 FZ2198'NORTH, FOR 0.74 KM (0.45 MI) ON ROUTE 695 TO THE JUNCTION OF STATE
 FZ2198'ROUTE 698 (AIRPORT RD) ON THE LEFT.  TURN LEFT, NORTHWEST, FOR 0.72 KM
 FZ2198'(0.45 MI) ON AIRPORT ROAD TO THE AIRPORT TERMINAL ON THE LEFT. TURN
 FZ2198'LEFT, SOUTHWEST, FOR ABOUT 60.0 M (196.8 FT) TO A GATE ON THE WEST
 FZ2198'SIDE OF THE TERMINAL.  PASS THROUGH THE GATE, SOUTHWEST, FOR 0.16 KM
 FZ2198'(0.10 MI) ACROSS APRON TO THE PARALLEL TAXI.  TURN RIGHT, NORTHWEST,
 FZ2198'FOR 0.3 KM (0.20 MI) ON THE PARALLEL TAXI TO THE STATION ON THE LEFT
 FZ2198'JUST PAST THE JUNCTION OF TAXI/RAMP C.  STATION IS 46.3 M (151.9 FT)
 FZ2198'NORTHEAST OF THE RUNWAY CENTER, 31.1 M (102.0 FT) WEST OF THE JUNCTION
 FZ2198'OF THE CENTERS OF THE PARALLEL TAXI AND TAXI/RAMP C, 9.7 M (31.8 FT)
 FZ2198'EAST OF A METAL GRATE CENTER FOR A CATCH BASIN, 8.0 M (26.2 FT)
 FZ2198'NORTHWEST OF THE TAXI/RAMP C CENTER, AND THE MONUMENT IS ABOUT LEVEL
 FZ2198'WITH THE PARALLEL TAXI AND RECESSED ABOUT 6-CM BELOW THE GROUND
 FZ2198'SURFACE.  BY R.G.  HAYES
 FZ2198
 FZ2198                          STATION RECOVERY (2001)
 FZ2198
 FZ2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 FZ2198'RECOVERED AS DESCRIBED
 FZ2198'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2201 ***********************************************************************
 FZ2201  SACS        -  This is a Secondary Airport Control Station.
 FZ2201  DESIGNATION -  BLUPORT AZ MK
 FZ2201  PID         -  FZ2201
 FZ2201  STATE/COUNTY-  VA/HENRY
 FZ2201  USGS QUAD   -  SANVILLE (1983)
 FZ2201
 FZ2201                         *CURRENT SURVEY CONTROL
 FZ2201  ___________________________________________________________________
 FZ2201* NAD 83(1993)-  36 37 41.58702(N)    080 00 39.17157(W)     ADJUSTED  
 FZ2201* NAVD 88     -       277.38   (meters)     910.0    (feet)  GPS OBS   
 FZ2201  ___________________________________________________________________
 FZ2201  X           -     888,973.166 (meters)                     COMP
 FZ2201  Y           -  -5,047,222.179 (meters)                     COMP
 FZ2201  Z           -   3,784,508.634 (meters)                     COMP
 FZ2201  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 FZ2201  ELLIP HEIGHT-         244.72  (meters)          (03/08/04) GPS OBS
 FZ2201  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FZ2201
 FZ2201  HORZ ORDER  -  FIRST
 FZ2201  ELLP ORDER  -  THIRD     CLASS II
 FZ2201
 FZ2201.This mark is at Blue Ridge Airport (MTV)
 FZ2201
 FZ2201.The horizontal coordinates were established by GPS observations
 FZ2201.and adjusted by the National Geodetic Survey in March 2000..
 FZ2201
 FZ2201.The orthometric height was determined by GPS observations and a
 FZ2201.high-resolution geoid model.
 FZ2201
 FZ2201.GPS derived orthometric heights for airport stations designated as
 FZ2201.PACS or SACS are published to 2 decimal places.  This maintains
 FZ2201.centimeter relative accuracy between the PACS and SACS.  It does
 FZ2201.not indicate centimeter accuracy relative to other marks which are
 FZ2201.part of the NAVD 88 network.
 FZ2201
 FZ2201.Photographs are available for this station.
 FZ2201
 FZ2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2201
 FZ2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2201
 FZ2201.The ellipsoidal height was determined by GPS observations
 FZ2201.and is referenced to NAD 83.
 FZ2201
 FZ2201.The geoid height was determined by GEOID03.
 FZ2201
 FZ2201;                    North         East     Units Scale Factor Converg.
 FZ2201;SPC VA S     - 1,033,806.364 3,364,864.007   MT  1.00002801   -0 55 01.2
 FZ2201;SPC VA S     - 3,391,746.38 11,039,558.00   sFT  1.00002801   -0 55 01.2
 FZ2201;UTM  17      - 4,054,086.202   588,435.823   MT  0.99969635   +0 35 24.6
 FZ2201
 FZ2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2201!SPC VA S     -   0.99996160  x   1.00002801  =   0.99998960
 FZ2201!UTM  17      -   0.99996160  x   0.99969635  =   0.99965796
 FZ2201
 FZ2201:                Primary Azimuth Mark                     Grid Az
 FZ2201:SPC VA S     -  BLUPORT                                  297 39 06.4
 FZ2201:UTM  17      -  BLUPORT                                  296 08 40.6
 FZ2201
 FZ2201|---------------------------------------------------------------------|
 FZ2201| PID    Reference Object                     Distance      Geod. Az  |
 FZ2201|                                                           dddmmss.s |
 FZ2201| FZ2198 BLUPORT                             APPROX. 0.8 KM 2964405.2 |
 FZ2201|---------------------------------------------------------------------|
 FZ2201
 FZ2201                          SUPERSEDED SURVEY CONTROL
 FZ2201
 FZ2201  ELLIP H (03/28/00)  244.66   (m)                       GP(       ) 3 2
 FZ2201  NAD 83(1993)-  36 37 41.58907(N)    080 00 39.17290(W) AD(       ) 3
 FZ2201  ELLIP H (09/08/95)  244.76   (m)                       GP(       ) 4 2
 FZ2201  NAD 83(1986)-  36 37 41.59651(N)    080 00 39.18498(W) AD(       ) 3
 FZ2201  NAD 27      -  36 37 41.10212(N)    080 00 40.00535(W) AD(       ) 3
 FZ2201  NGVD 29 (03/22/89)  277.4    (m)          910.     (f) GPS OBS        
 FZ2201
 FZ2201.Superseded values are not recommended for survey control.
 FZ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2201.See file dsdata.txt to determine how the superseded data were derived.
 FZ2201
 FZ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8843654086(NAD 83)
 FZ2201_MARKER: DZ = AZIMUTH MARK DISK
 FZ2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2201_STAMPING: BLUPORT 1986
 FZ2201_MARK LOGO: NGS   
 FZ2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2201+STABILITY: SURFACE MOTION
 FZ2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2201+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 FZ2201
 FZ2201  HISTORY     - Date     Condition        Report By
 FZ2201  HISTORY     - 1986     MONUMENTED       NGS
 FZ2201  HISTORY     - 19880427 GOOD
 FZ2201  HISTORY     - 19981209 GOOD             NGS
 FZ2201  HISTORY     - 20010430 GOOD             NGS
 FZ2201
 FZ2201                          STATION DESCRIPTION
 FZ2201
 FZ2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 FZ2201'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 FZ2201'SOUTHWEST OF MARTINSVILLE,
 FZ2201'1.6 KM (1.0 MI) NORTHWEST OF SPENCER, AT THE BLUE RIDGE AIRPORT,
 FZ2201'JUST BEFORE THE CURVE AT THE SOUTHEAST END OF THE TAXIWAY.
 FZ2201'OWNERSHIP--BLUE RIDGE AIRPORT AUTHORITY, C/O AIRPORT MANAGER ROBERT
 FZ2201'D. BARON, P.O. BOX 160, SPENCER, VA 24165. PHONE (703) 957-2291.
 FZ2201'
 FZ2201'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 58 AND STATE
 FZ2201'ROUTE 695 AT THE POST OFFICE IN THE VILLAGE OF SPENCER, GO
 FZ2201'NORTH FOR 0.9 KM (0.55 MI) ON STATE ROUTE 695 TO A PAVED ROAD ON
 FZ2201'THE LEFT.
 FZ2201'TURN LEFT AND GO WEST FOR 0.9 KM (0.55 MI) ON STATE ROUTE 698 TO
 FZ2201'THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 FZ2201'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE DRIVE TO A
 FZ2201'GATE ON THE WEST SIDE OF THE AIRPORT OFFICE BUILDING.
 FZ2201'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE DRIVE
 FZ2201'PASSING THROUGH THE GATE ACROSS THE TARMAC AND THE WESTERN ONE OF
 FZ2201'TWO RAMPS TO THE TAXIWAY.
 FZ2201'TURN LEFT AND GO SOUTHEAST FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO
 FZ2201'THE STATION ON THE RIGHT JUST BEFORE THE CURVE AT THE END OF THE
 FZ2201'TAXIWAY.
 FZ2201'
 FZ2201'THE STATION IS A STANDARD NGS DISK
 FZ2201'STAMPED---BLUPORT 1986---,
 FZ2201'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2201'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 FZ2201'67.6 METERS (221.8 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY,
 FZ2201'32.7 METERS (107.3 FT) NORTH FROM THE RUNWAY 30 LIGHT INDICATOR,
 FZ2201'32.0 METERS (105.0 FT) NORTHWEST FROM THE CENTER OF RAMP A,
 FZ2201'8.9 METERS (29.2 FT) SOUTHWEST FROM THE CENTER OF THE TAXIWAY, AND
 FZ2201'0.4 METERS (1.2 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 FZ2201'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FZ2201'STAMPED---BLUPORT 1986---,
 FZ2201'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FZ2201'
 FZ2201'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 FZ2201
 FZ2201                          STATION RECOVERY (1988)
 FZ2201
 FZ2201'RECOVERED 1988
 FZ2201'RECOVERED IN GOOD CONDITION.
 FZ2201
 FZ2201                          STATION RECOVERY (1998)
 FZ2201
 FZ2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 FZ2201'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-SOUTHWEST OF
 FZ2201'MARTINSVILLE, 10.0 KM (6.20 MI) NORTH OF THE VIRGINIA-NORTH CAROLINA
 FZ2201'STATE LINE, AND 1.6 KM (1.00 MI) NORTHWEST OF SPENCER, AT THE
 FZ2201'MARTINSVILLE/BLUE RIDGE AIRPORT.  IN THE GRASS MEDIAN NEAR RUNWAY END
 FZ2201'30, JUST BEFORE THE CURVE AT THE SOUTHEAST END OF THE PARALLEL TAXI.
 FZ2201'OWNERSHIP--BLUE RIDGE AIRPORT AUTHORITY, C/O AIRPORT MANAGER ROBERT D.
 FZ2201'BARON, P.O.  BOX 160, SPENCER, VA.  24165.  PHONE 540-957-2291.
 FZ2201'--NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL WITH INTENTIONS.
 FZ2201'--NOTE--THIS STATION IS A (SECONDARY AIRPORT CONTROL STATION) .  TO
 FZ2201'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 58 AND STATE
 FZ2201'ROUTE 695 (SPENCER-PRESTON RD) AT THE POST OFFICE IN SPENCER, GO
 FZ2201'NORTH, FOR 0.74 KM (0.45 MI) ON ROUTE 695 TO THE JUNCTION OF STATE
 FZ2201'ROUTE 698 (AIRPORT RD) ON THE LEFT.  TURN LEFT, NORTHWEST, FOR 0.72 KM
 FZ2201'(0.45 MI) ON AIRPORT ROAD TO THE AIRPORT TERMINAL ON THE LEFT. TURN
 FZ2201'LEFT, SOUTHWEST, FOR ABOUT 60.0 M (196.8 FT) TO A GATE ON THE WEST
 FZ2201'SIDE OF THE TERMINAL.  PASS THROUGH THE GATE, SOUTHWEST, FOR 0.16 KM
 FZ2201'(0.10 MI) ACROSS APRON TO THE PARALLEL TAXI.  TURN LEFT, SOUTHEAST,
 FZ2201'FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXI TO THE STATION ON THE RIGHT,
 FZ2201'JUST BEFORE THE CURVE.  STATION IS 67.6 M (221.8 FT) NORTHEAST OF THE
 FZ2201'RUNWAY CENTER, 32.7 M (107.3 FT) NORTH OF THE RUNWAY END 30 IDENTIFIER
 FZ2201'SIGN, 32.0 M (105.0 FT) NORTHWEST OF THE TAXI/RAMP A CENTER, 8.9 M
 FZ2201'(29.2 FT) SOUTHWEST OF THE PARALLEL TAXI CENTER, 0.4 M (1.3 FT)
 FZ2201'SOUTHEAST OF A SHORT FIBERGLASS WITNESS POST, AND THE MONUMENT IS
 FZ2201'ABOUT LEVEL WITH THE PARALLEL TAXI AND RECESSED ABOUT 1-CM BELOW THE
 FZ2201'GROUND SURFACE.  BY R.G.  HAYES
 FZ2201
 FZ2201                          STATION RECOVERY (2001)
 FZ2201
 FZ2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 FZ2201'RECOVERED AS DESCRIBED.
 FZ2201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0645 ***********************************************************************
 GW0645  DESIGNATION -  BM
 GW0645  PID         -  GW0645
 GW0645  STATE/COUNTY-  VA/NELSON
 GW0645  USGS QUAD   -  LOVINGSTON (1984)
 GW0645
 GW0645                         *CURRENT SURVEY CONTROL
 GW0645  ___________________________________________________________________
 GW0645* NAD 83(1986)-  37 45 36.     (N)    078 52 09.     (W)     SCALED    
 GW0645* NAVD 88     -       237.843  (meters)     780.32   (feet)  ADJUSTED  
 GW0645  ___________________________________________________________________
 GW0645  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW0645  DYNAMIC HT  -         237.668 (meters)     779.75  (feet)  COMP
 GW0645  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 GW0645
 GW0645  VERT ORDER  -  SECOND    CLASS 0
 GW0645
 GW0645.The horizontal coordinates were scaled from a topographic map and have
 GW0645.an estimated accuracy of +/- 6 seconds.
 GW0645
 GW0645.The orthometric height was determined by differential leveling
 GW0645.and adjusted by the National Geodetic Survey in June 1991..
 GW0645
 GW0645.The geoid height was determined by GEOID03.
 GW0645
 GW0645.The dynamic height is computed by dividing the NAVD 88
 GW0645.geopotential number by the normal gravity value computed on the
 GW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0645.degrees latitude (g = 980.6199 gals.).
 GW0645
 GW0645.The modeled gravity was interpolated from observed gravity values.
 GW0645
 GW0645;                    North         East    Units  Estimated Accuracy
 GW0645;SPC VA S     - 1,158,390.    3,467,470.      MT  (+/- 180 meters Scaled)
 GW0645
 GW0645                          SUPERSEDED SURVEY CONTROL
 GW0645
 GW0645  NGVD 29 (??/??/92)  238.034  (m)          780.95   (f) ADJ UNCH    2 0
 GW0645
 GW0645.Superseded values are not recommended for survey control.
 GW0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0645.See file dsdata.txt to determine how the superseded data were derived.
 GW0645
 GW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB877813(NAD 83)
 GW0645_MARKER: Q = CHISELED SQUARE
 GW0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0645_SP_SET: STONE POST
 GW0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0645+STABILITY: SURFACE MOTION
 GW0645
 GW0645  HISTORY     - Date     Condition        Report By
 GW0645  HISTORY     - UNK      MONUMENTED       USGS
 GW0645  HISTORY     - 1935     GOOD             NGS
 GW0645
 GW0645                          STATION DESCRIPTION
 GW0645
 GW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0645'AT LOVINGSTON.
 GW0645'AT LOVINGSTON, NELSON COUNTY, 1 BLOCK EAST OF U.S. HIGHWAY 29,
 GW0645'ON THE LAWN OF THE COUNTY COURTHOUSE, 33 FEET WEST OF THE WEST
 GW0645'SIDE OF THE BUILDING, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 GW0645'SIDEWALK LEADING TO THE SOUTH ENTRANCE.  A CHISELED SQUARE ON
 GW0645'THE TOP OF A SANDSTONE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2230 ***********************************************************************
 GW2230  DESIGNATION -  BM
 GW2230  PID         -  GW2230
 GW2230  STATE/COUNTY-  VA/C OF ROANOKE
 GW2230  USGS QUAD   -  ROANOKE (1984)
 GW2230
 GW2230                         *CURRENT SURVEY CONTROL
 GW2230  ___________________________________________________________________
 GW2230* NAD 83(1993)-  37 15 03.14280(N)    079 55 56.69107(W)     ADJUSTED  
 GW2230* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 GW2230  ___________________________________________________________________
 GW2230  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GW2230  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW2230
 GW2230  HORZ ORDER  -  SECOND
 GW2230
 GW2230.The horizontal coordinates were established by classical geodetic methods
 GW2230.and adjusted by the National Geodetic Survey in September 1995..
 GW2230
 GW2230.The orthometric height was scaled from a topographic map.
 GW2230
 GW2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2230
 GW2230.The geoid height was determined by GEOID03.
 GW2230
 GW2230;                    North         East     Units Scale Factor Converg.
 GW2230;SPC VA S     - 1,102,787.494 3,372,930.084   MT  0.99994746   -0 52 09.7
 GW2230;SPC VA S     - 3,618,061.97 11,066,021.45   sFT  0.99994746   -0 52 09.7
 GW2230;UTM  17      - 4,123,237.071   594,678.078   MT  0.99971042   +0 38 46.6
 GW2230
 GW2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2230!SPC VA S     -   0.99992180  x   0.99994746  =   0.99986926
 GW2230!UTM  17      -   0.99992180  x   0.99971042  =   0.99963224
 GW2230
 GW2230                          SUPERSEDED SURVEY CONTROL
 GW2230
 GW2230  NAD 83(1993)-  37 15 03.14397(N)    079 55 56.69181(W) AD(       ) 2
 GW2230  NAD 83(1986)-  37 15 03.14516(N)    079 55 56.70438(W) AD(       ) 2
 GW2230  NAD 27      -  37 15 02.64749(N)    079 55 57.57147(W) AD(       ) 2
 GW2230
 GW2230.Superseded values are not recommended for survey control.
 GW2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2230.See file dsdata.txt to determine how the superseded data were derived.
 GW2230
 GW2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9467823237(NAD 83)
 GW2230_MARKER: DB = BENCH MARK DISK
 GW2230_SETTING: 0 = UNSPECIFIED SETTING
 GW2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2230+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW2230
 GW2230  HISTORY     - Date     Condition        Report By
 GW2230  HISTORY     - 1958     MONUMENTED       LOCENG
 GW2230  HISTORY     - 20031018 GOOD             USPSQD
 GW2230  HISTORY     - 20060309 GOOD             USPSQD
 GW2230
 GW2230                          STATION DESCRIPTION
 GW2230
 GW2230'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 GW2230'TO REACH FROM THE PATRICK HENRY HOTEL IN ROANOKE, GO S ON S
 GW2230'JEFFERSON STREET FOR 0.55 MILE TO TRAFFIC LIGHT AND A SIGN
 GW2230'READING MILL MOUNTAIN, THEN TURN LEFT ON E WALNUT STREET
 GW2230'OVER LARGE CONCRETE BRIDGE AND GO FOR 0.7 MILE AND MAKE
 GW2230'SHARP-RIGHT HAND TURN.  CONTINUE FOR 1.3 MILES PAST TOLL GATE
 GW2230'TO END OF CONCRETE ROAD AND FORKS OF ROAD.  TAKE EITHER ROAD FOR
 GW2230'0.15 MILE TO OBSERVATION TOWER AND STATION ROANOKE.  STATION
 GW2230'ROANOKE IS IN 4- BY 4-FOOT ROCK OUTCROP PROTRUDING ABOUT 2 FEET ABOVE
 GW2230'GROUND, ABOUT 80 FEET E OF INTERSECTION OF ROADS, AND 16.58
 GW2230'METERS S OF THE SE CORNER OF CONCRETE FOUNDATION OF
 GW2230'OBSERVATION TOWER.
 GW2230'
 GW2230'CITY OF ROANOKE BENCH MARK WAS
 GW2230'SET IN A DRILL HOLE AT THE SOUTHWEST
 GW2230'CORNER OF THE LARGE CENTER FOUNDATION AT THE NORTH SIDE OF THE
 GW2230'STAR SUPPORT, 2 FEET SOUTHWEST OF THE THIRD LEG FROM THE
 GW2230'NORTHWEST CORNER.  A BRONZE DISK NOT STAMPED.
 GW2230
 GW2230                          STATION RECOVERY (2003)
 GW2230
 GW2230'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2230'RECOVERED IN GOOD CONDITION.
 GW2230
 GW2230                          STATION RECOVERY (2006)
 GW2230
 GW2230'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5094 ***********************************************************************
 GV5094  DESIGNATION -  BM
 GV5094  PID         -  GV5094
 GV5094  STATE/COUNTY-  VA/CAROLINE
 GV5094  USGS QUAD   -  BEULAHVILLE (1985)
 GV5094
 GV5094                         *CURRENT SURVEY CONTROL
 GV5094  ___________________________________________________________________
 GV5094* NAD 83(1993)-  37 47 29.01741(N)    077 12 45.64558(W)     ADJUSTED  
 GV5094* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 GV5094  ___________________________________________________________________
 GV5094  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 GV5094  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5094
 GV5094  HORZ ORDER  -  SECOND
 GV5094
 GV5094.The horizontal coordinates were established by classical geodetic methods
 GV5094.and adjusted by the National Geodetic Survey in November 1994..
 GV5094
 GV5094.The orthometric height was scaled from a topographic map.
 GV5094
 GV5094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5094
 GV5094.The geoid height was determined by GEOID03.
 GV5094
 GV5094;                    North         East     Units Scale Factor Converg.
 GV5094;SPC VA N     - 2,014,639.594 3,613,390.203   MT  1.00005150   +0 48 12.4
 GV5094;SPC VA N     - 6,609,696.73 11,854,931.02   sFT  1.00005150   +0 48 12.4
 GV5094;SPC VA S     - 1,162,584.679 3,613,381.471   MT  0.99997271   +0 46 52.7
 GV5094;SPC VA S     - 3,814,246.57 11,854,902.38   sFT  0.99997271   +0 46 52.7
 GV5094;UTM  18      - 4,184,976.089   305,171.483   MT  1.00006755   -1 21 22.8
 GV5094
 GV5094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5094!SPC VA N     -   0.99999630  x   1.00005150  =   1.00004780
 GV5094!SPC VA S     -   0.99999630  x   0.99997271  =   0.99996901
 GV5094!UTM  18      -   0.99999630  x   1.00006755  =   1.00006385
 GV5094
 GV5094                          SUPERSEDED SURVEY CONTROL
 GV5094
 GV5094  NAD 83(1986)-  37 47 29.02064(N)    077 12 45.66139(W) AD(       ) 2
 GV5094  NAD 27      -  37 47 28.51400(N)    077 12 46.74700(W) AD(       ) 2
 GV5094
 GV5094.Superseded values are not recommended for survey control.
 GV5094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5094.See file dsdata.txt to determine how the superseded data were derived.
 GV5094
 GV5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0517184976(NAD 83)
 GV5094_MARKER: DB = BENCH MARK DISK
 GV5094_SETTING: 0 = UNSPECIFIED SETTING
 GV5094
 GV5094  HISTORY     - Date     Condition        Report By
 GV5094  HISTORY     - 1941     MONUMENTED       USGS
 GV5094  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV5094  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV5094
 GV5094                          STATION DESCRIPTION
 GV5094
 GV5094'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 GV5094'STATION IS IN THE SMALL SETTLEMENT OF EPWORTH.
 GV5094'
 GV5094'A TRAVERSE TIE WAS MADE TO A U.S. GEOLOGICAL SURVEY BENCH
 GV5094'MARK.  IT IS N OF THE STATION IN THE FOUNDATION OF THE CHURCH.
 GV5094'IT IS IN THE SIDE OF THE FOUNDATION 1.5 FEET BACK FROM THE
 GV5094'SE CORNER.  THERE WAS NO STAMPING ON THE MARK EXCEPT THE
 GV5094'DATE 1917.  NO DESCRIPTION OF THIS MARK WAS FURNISHED THIS
 GV5094'PARTY.
 GV5094
 GV5094                          STATION RECOVERY (1998)
 GV5094
 GV5094'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5094'MARK NOT FOUND.
 GV5094
 GV5094                          STATION RECOVERY (2002)
 GV5094
 GV5094'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV5094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6205 ***********************************************************************
 GV6205  DESIGNATION -  BM 18
 GV6205  PID         -  GV6205
 GV6205  STATE/COUNTY-  VA/LANCASTER
 GV6205  USGS QUAD   -  IRVINGTON (1992)
 GV6205
 GV6205                         *CURRENT SURVEY CONTROL
 GV6205  ___________________________________________________________________
 GV6205* NAD 83(1986)-  37 44 36.     (N)    076 23 50.     (W)     SCALED    
 GV6205* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 GV6205  ___________________________________________________________________
 GV6205  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV6205
 GV6205  VERT ORDER  -  THIRD ? (See Below)
 GV6205
 GV6205.The horizontal coordinates were scaled from a topographic map and have
 GV6205.an estimated accuracy of +/- 6 seconds.
 GV6205
 GV6205.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6205.The vertical order pertains to the NGVD 29 superseded value.
 GV6205
 GV6205.The geoid height was determined by GEOID03.
 GV6205
 GV6205;                    North         East    Units  Estimated Accuracy
 GV6205;SPC VA S     - 1,158,540.    3,685,310.      MT  (+/- 180 meters Scaled)
 GV6205
 GV6205                          SUPERSEDED SURVEY CONTROL
 GV6205
 GV6205  NGVD 29 (07/19/86)    5.74   (m)           18.8    (f) LEVELING    3  
 GV6205
 GV6205.Superseded values are not recommended for survey control.
 GV6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6205.See file dsdata.txt to determine how the superseded data were derived.
 GV6205
 GV6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG768782(NAD 83)
 GV6205_MARKER: DB = BENCH MARK DISK
 GV6205_SETTING: 0 = UNSPECIFIED SETTING
 GV6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV6205+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 GV6205
 GV6205  HISTORY     - Date     Condition        Report By
 GV6205  HISTORY     - 1944     MONUMENTED       USGS
 GV6205  HISTORY     - 1952     GOOD             CGS
 GV6205  HISTORY     - 19980731 GOOD             USPSQD
 GV6205  HISTORY     - 20021129 GOOD             USPSQD
 GV6205  HISTORY     - 20021129 GOOD             USPSQD
 GV6205  HISTORY     - 20051110 GOOD             USPSQD
 GV6205
 GV6205                          STATION DESCRIPTION
 GV6205
 GV6205'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FLG)
 GV6205'LANCASTER ROOLER MILL, WEST FACE OF, AT NORTHWEST CORNER,
 GV6205'IN BRICK FOUNDATION WALL.
 GV6205'
 GV6205'THE STATION IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED
 GV6205'18, 1916.
 GV6205
 GV6205                          STATION RECOVERY (1952)
 GV6205
 GV6205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH)
 GV6205'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 GV6205'SHOULD BE CHANGED TO READ N FACE (NEXT TO LANCASTER) OF, AT
 GV6205'NE CORNER (NEXT TO HIGHWAY) INSTEAD OF W FACE OF, AT NW
 GV6205'CORNER.
 GV6205'
 GV6205'THIS WAS OCCUPIED AS A TRAVERSE STATION.
 GV6205
 GV6205                          STATION RECOVERY (1998)
 GV6205
 GV6205'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV6205'RECOVERED IN GOOD CONDITION.
 GV6205
 GV6205                          STATION RECOVERY (2002)
 GV6205
 GV6205'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV6205'STATION IS LOCATED ON ROUTE 790.
 GV6205
 GV6205                          STATION RECOVERY (2002)
 GV6205
 GV6205'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV6205'STATION IS LOCATED ON RT 790.
 GV6205
 GV6205                          STATION RECOVERY (2005)
 GV6205
 GV6205'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV6205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4078 ***********************************************************************
 FX4078  DESIGNATION -  BM 85 FT
 FX4078  PID         -  FX4078
 FX4078  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4078  USGS QUAD   -  SEDLEY (1989)
 FX4078
 FX4078                         *CURRENT SURVEY CONTROL
 FX4078  ___________________________________________________________________
 FX4078* NAD 83(1993)-  36 51 36.43500(N)    076 54 16.10053(W)     ADJUSTED  
 FX4078* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 FX4078  ___________________________________________________________________
 FX4078  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FX4078  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 FX4078
 FX4078  HORZ ORDER  -  SECOND
 FX4078
 FX4078.The horizontal coordinates were established by classical geodetic methods
 FX4078.and adjusted by the National Geodetic Survey in September 1995..
 FX4078
 FX4078.The orthometric height was scaled from a topographic map.
 FX4078
 FX4078.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4078
 FX4078.The geoid height was determined by GEOID03.
 FX4078
 FX4078;                    North         East     Units Scale Factor Converg.
 FX4078;SPC VA S     - 1,059,662.227 3,642,271.313   MT  0.99998435   +0 58 06.1
 FX4078;SPC VA S     - 3,476,575.16 11,949,685.13   sFT  0.99998435   +0 58 06.1
 FX4078;UTM  18      - 4,081,048.200   330,228.794   MT  0.99995508   -1 08 33.7
 FX4078
 FX4078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4078!SPC VA S     -   1.00000151  x   0.99998435  =   0.99998586
 FX4078!UTM  18      -   1.00000151  x   0.99995508  =   0.99995659
 FX4078
 FX4078                          SUPERSEDED SURVEY CONTROL
 FX4078
 FX4078  NAD 83(1986)-  36 51 36.44132(N)    076 54 16.12273(W) AD(       ) 2
 FX4078  NAD 27      -  36 51 35.90600(N)    076 54 17.25700(W) AD(       ) 2
 FX4078
 FX4078.Superseded values are not recommended for survey control.
 FX4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4078.See file dsdata.txt to determine how the superseded data were derived.
 FX4078
 FX4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3022981048(NAD 83)
 FX4078_MARKER: DB = BENCH MARK DISK
 FX4078_SETTING: 0 = UNSPECIFIED SETTING
 FX4078
 FX4078  HISTORY     - Date     Condition        Report By
 FX4078  HISTORY     - 1918     MONUMENTED       USGS
 FX4078  HISTORY     - 1960     POOR             CGS
 FX4078
 FX4078                          STATION DESCRIPTION
 FX4078
 FX4078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4078'THE STATION WAS RECOVERED BUT THE PIPE HAS BEEN HIT AND IT IS
 FX4078'LEANING SLIGHTLY TO THE WEST.  A COMPLETE DESCRIPTION FOLLOWS--
 FX4078'
 FX4078'STATION IS LOCATED ABOUT 3.25 MILES SOUTH OF IVOR, IN THE NORTHEAST
 FX4078'ANGLE OF STATE ROADS NO. 600 AND 614.  IT IS 50 FEET NORTHEAST
 FX4078'OF THE CENTER OF THE ROAD CROSSING, 21 FEET NORTH OF THE CENTER
 FX4078'LINE OF ROAD NO. 614 AND 14 FEET EAST OF A LONE OAK TREE.  IT IS
 FX4078'A U.S.G.S. BENCH MARK DISK RIVITED ONTO THE TOP OF AN IRON PIPE
 FX4078'PROJECTING ABOUT 4 INCHES, AND IT IS STAMPED 1918 85 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2464 ***********************************************************************
 FY2464  DESIGNATION -  BM 92 JAS
 FY2464  PID         -  FY2464
 FY2464  STATE/COUNTY-  VA/HENRY
 FY2464  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY2464
 FY2464                         *CURRENT SURVEY CONTROL
 FY2464  ___________________________________________________________________
 FY2464* NAD 83(1993)-  36 37 45.89643(N)    079 51 33.76571(W)     ADJUSTED  
 FY2464* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 FY2464  ___________________________________________________________________
 FY2464  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FY2464  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FY2464
 FY2464  HORZ ORDER  -  SECOND
 FY2464
 FY2464.The horizontal coordinates were established by classical geodetic methods
 FY2464.and adjusted by the National Geodetic Survey in September 1995..
 FY2464
 FY2464.The orthometric height was scaled from a topographic map.
 FY2464
 FY2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2464
 FY2464.The geoid height was determined by GEOID03.
 FY2464
 FY2464;                    North         East     Units Scale Factor Converg.
 FY2464;SPC VA S     - 1,033,733.194 3,378,415.517   MT  1.00002775   -0 49 30.1
 FY2464;SPC VA S     - 3,391,506.32 11,084,018.24   sFT  1.00002775   -0 49 30.1
 FY2464;UTM  17      - 4,054,369.218   601,980.292   MT  0.99972813   +0 40 50.1
 FY2464
 FY2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2464!SPC VA S     -   0.99996639  x   1.00002775  =   0.99999414
 FY2464!UTM  17      -   0.99996639  x   0.99972813  =   0.99969453
 FY2464
 FY2464                          SUPERSEDED SURVEY CONTROL
 FY2464
 FY2464  NAD 83(1986)-  36 37 45.90179(N)    079 51 33.76454(W) AD(       ) 2
 FY2464  NAD 27      -  36 37 45.40946(N)    079 51 34.62325(W) AD(       ) 2
 FY2464
 FY2464.Superseded values are not recommended for survey control.
 FY2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2464.See file dsdata.txt to determine how the superseded data were derived.
 FY2464
 FY2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0198054369(NAD 83)
 FY2464_MARKER: DB = BENCH MARK DISK
 FY2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2464
 FY2464  HISTORY     - Date     Condition        Report By
 FY2464  HISTORY     - 1964     MONUMENTED       CGS
 FY2464  HISTORY     - 20050514 MARK NOT FOUND   USPSQD
 FY2464
 FY2464                          STATION DESCRIPTION
 FY2464
 FY2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY2464'STATION 1 IS 67 FEET SOUTH OF THE INTERSECTION
 FY2464'OF U.S. HIGHWAY 220 AND COUNTY ROUTE 782, 37 FEET EAST OF
 FY2464'THE APPROXIMATE CENTER OF U.S. HIGHWAY 220, 2 FEET NORTHEAST
 FY2464'OF TELEPHONE POLE NO. 18 AND 0.4 OF A FOOT WEST OF A METAL
 FY2464'WITNESS SIGN.  IT IS A U.S. GEOLOGICAL SURVEY DISK SET IN A
 FY2464'FLUSH 6-INCH SQUARE CONCRETE MONUMENT AND IS STAMPED 92
 FY2464'J A S 1963.
 FY2464'
 FY2464
 FY2464                          STATION RECOVERY (2005)
 FY2464
 FY2464'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY2464'THIS AREA HAS BEEN DEVELOPED FOR BUSINESS USE WITH EXTENSIVE GRADING
 FY2464'WORK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2378 ***********************************************************************
 GW2378  DESIGNATION -  BM ET 5 MAX
 GW2378  PID         -  GW2378
 GW2378  STATE/COUNTY-  VA/NELSON
 GW2378  USGS QUAD   -  LOVINGSTON (1984)
 GW2378
 GW2378                         *CURRENT SURVEY CONTROL
 GW2378  ___________________________________________________________________
 GW2378* NAD 83(1993)-  37 46 57.42070(N)    078 49 14.43316(W)     ADJUSTED  
 GW2378* NAVD 88     -       691.     (meters)    2267.     (feet)  SCALED    
 GW2378  ___________________________________________________________________
 GW2378  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GW2378  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW2378
 GW2378  HORZ ORDER  -  SECOND
 GW2378
 GW2378.The horizontal coordinates were established by classical geodetic methods
 GW2378.and adjusted by the National Geodetic Survey in November 1994..
 GW2378
 GW2378.The orthometric height was scaled from a topographic map.
 GW2378
 GW2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2378
 GW2378.The geoid height was determined by GEOID03.
 GW2378
 GW2378;                    North         East     Units Scale Factor Converg.
 GW2378;SPC VA S     - 1,160,885.449 3,471,752.167   MT  0.99997159   -0 11 40.7
 GW2378;SPC VA S     - 3,808,671.68 11,390,240.23   sFT  0.99997159   -0 11 40.7
 GW2378;UTM  17      - 4,183,933.114   691,913.911   MT  1.00005366   +1 20 08.2
 GW2378
 GW2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2378!SPC VA S     -   0.99989662  x   0.99997159  =   0.99986822
 GW2378!UTM  17      -   0.99989662  x   1.00005366  =   0.99995028
 GW2378
 GW2378                          SUPERSEDED SURVEY CONTROL
 GW2378
 GW2378  NAD 83(1986)-  37 46 57.42065(N)    078 49 14.42445(W) AD(       ) 2
 GW2378  NAD 27      -  37 46 56.90721(N)    078 49 15.34771(W) AD(       ) 2
 GW2378
 GW2378.Superseded values are not recommended for survey control.
 GW2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2378.See file dsdata.txt to determine how the superseded data were derived.
 GW2378
 GW2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9191483933(NAD 83)
 GW2378_MARKER: DB = BENCH MARK DISK
 GW2378_SETTING: 0 = UNSPECIFIED SETTING
 GW2378
 GW2378  HISTORY     - Date     Condition        Report By
 GW2378  HISTORY     - 1965     MONUMENTED       CGS
 GW2378
 GW2378                          STATION DESCRIPTION
 GW2378
 GW2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW2378'AND STATE HIGHWAY 56 IN THE SOUTH EDGE OF LOVINGSTON, GO
 GW2378'SOUTHEAST ON STATE HIGHWAY 56 FOR 3.7 MILES TO COUTNY ROUTE 639
 GW2378'IN SHIPMAN, JUST BEFORE REACHING RAILROAD TRACKS, TURN LEFT
 GW2378'ON COUNTY ROUTE 639 AND GO NORTH FOR 0.1 MILE TO A FORK,
 GW2378'KEEP THE RIGHT FORK, COUNTY ROUTE 639 AND CONTINUE NORTHERLY FOR
 GW2378'1.7 MILES TO A RAILROAD CROSSING, CROSS TRACKS AND CONTINUE
 GW2378'NORTHERLY ON COUNTY ROUTE 639 FOR 1.8 MILES TO COUNTY ROUTE
 GW2378'641 ON THE LEFT, TURN LEFT AND GO NORTHWESTERLY ON COUNTY
 GW2378'ROUTE 641 FOR 0.2 MILE TO A RAILROAD OVER-PASS, CONTINUE
 GW2378'STRAIGHT AHEAD ON COUNTY ROUTE 641 FOR 0.35 MILE TO A FORK, KEEP
 GW2378'LEFT ON COUNTY ROUTE 641 AND GO 2.8 MILES TO A FORK,
 GW2378'KEEP RIGHT, ON FOREST SERVICE ROAD AND GO 0.2 MILES TO A
 GW2378'FORK, KEEP RIGHT, UP HILL ON FOREST SERVICE ROAD AND GO
 GW2378'2.7 MILES TO THE END OF THE ROAD.  FROM HERE PACK
 GW2378'SOUTHEASTERLY FOLLOWING FOOT TRAIL UP SLOPE OF MOUNTAIN
 GW2378'FOR ABOUT 30 MINUTES TO THE LOOKOUT TOWER AND STATION.
 GW2378'
 GW2378'BENCH MARK E T 5 MAX IS A U.S. GEOLOGICAL SURVEY MARKER
 GW2378'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE EAST
 GW2378'LEG OF LOOKOUT TOWER AND STAMPED E T 5 MAX 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3071 ***********************************************************************
 FX3071  DESIGNATION -  BM NO 1 NAB
 FX3071  PID         -  FX3071
 FX3071  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3071  USGS QUAD   -  LITTLE CREEK (1989)
 FX3071
 FX3071                         *CURRENT SURVEY CONTROL
 FX3071  ___________________________________________________________________
 FX3071* NAD 83(1993)-  36 54 39.31305(N)    076 10 58.85863(W)     ADJUSTED  
 FX3071* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 FX3071  ___________________________________________________________________
 FX3071  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX3071  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX3071
 FX3071  HORZ ORDER  -  THIRD
 FX3071
 FX3071.The horizontal coordinates were established by classical geodetic methods
 FX3071.and adjusted by the National Geodetic Survey in September 1995..
 FX3071
 FX3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3071
 FX3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3071
 FX3071.The geoid height was determined by GEOID03.
 FX3071
 FX3071;                    North         East     Units Scale Factor Converg.
 FX3071;SPC VA S     - 1,066,630.974 3,706,453.446   MT  0.99997695   +1 24 22.4
 FX3071;SPC VA S     - 3,499,438.45 12,160,256.01   sFT  0.99997695   +1 24 22.4
 FX3071;UTM  18      - 4,085,644.001   394,615.092   MT  0.99973682   -0 42 38.0
 FX3071
 FX3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3071!SPC VA S     -   1.00000550  x   0.99997695  =   0.99998245
 FX3071!UTM  18      -   1.00000550  x   0.99973682  =   0.99974232
 FX3071
 FX3071|---------------------------------------------------------------------|
 FX3071| PID    Reference Object                     Distance      Geod. Az  |
 FX3071|                                                           dddmmss.s |
 FX3071| FX3070 BM NO 1 PTA                         161.847 METERS 01914     |
 FX3071| FX3039 LITTLE CREEK NAB DESERT COV TK      APPROX. 2.2 KM 0602348.9 |
 FX3071| FX3073 H 64 VA                             335.950 METERS 29614     |
 FX3071|---------------------------------------------------------------------|
 FX3071
 FX3071                          SUPERSEDED SURVEY CONTROL
 FX3071
 FX3071  NAD 83(1986)-  36 54 39.31880(N)    076 10 58.89637(W) AD(       ) 3
 FX3071  NAD 27      -  36 54 38.78737(N)    076 11 00.12442(W) AD(       ) 3
 FX3071  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 FX3071
 FX3071.Superseded values are not recommended for survey control.
 FX3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3071.See file dsdata.txt to determine how the superseded data were derived.
 FX3071
 FX3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9461585644(NAD 83)
 FX3071_MARKER: DB = BENCH MARK DISK
 FX3071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX3071_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3071+STABILITY: SURFACE MOTION
 FX3071
 FX3071  HISTORY     - Date     Condition        Report By
 FX3071  HISTORY     - 1980     MONUMENTED       NOSAMC
 FX3071  HISTORY     - 20010714 MARK NOT FOUND   USPSQD
 FX3071
 FX3071                          STATION DESCRIPTION
 FX3071
 FX3071'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX3071'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF LITTLE CREEK
 FX3071'COVE AT THE SOUTH END OF PIER 3 ON THE LITTLE CREEK AMPHIBIOUS
 FX3071'BASE.
 FX3071'
 FX3071'TO REACH THE STATION FROM GATE 3 OF LITTLE CREEK AMPHIBIOUS BASE
 FX3071'GO NORTH FOR 0.1 KM (0.05 MI) TO A CROSS ROAD, AMPHIBIOUS ROAD, TURN
 FX3071'LEFT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) TO A CROSS ROAD, TURN
 FX3071'RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO WATERS EDGE AND ROAD LEFT
 FX3071'TURN LEFT AND GO 0.1 KM (0.05 MI) TO PIER 3 AND STATION.
 FX3071'
 FX3071'THE STATION IS A STANDARD BENCH MARK DISK
 FX3071'STAMPED---NO 1 1944---,
 FX3071'CEMENTED IN A DRILL HOLE IN THE CONCRETE HEAD WALL.
 FX3071'IT IS LOCATED
 FX3071'0.4 METER (1.3 FT) SOUTH FROM THE NORTH EDGE OF BULKHEAD, AND
 FX3071'0.94 METER (3 FT) NORTHEAST FROM THE EAST IRON POST OF PIER
 FX3071'3 SIGN.
 FX3071'
 FX3071'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FX3071
 FX3071                          STATION RECOVERY (2001)
 FX3071
 FX3071'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX3071'IT APPEARS THAT THIS STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2181 ***********************************************************************
 GW2181  DESIGNATION -  BM NR EVERS
 GW2181  PID         -  GW2181
 GW2181  STATE/COUNTY-  VA/CAMPBELL
 GW2181  USGS QUAD   -  CITY FARM (1985)
 GW2181
 GW2181                         *CURRENT SURVEY CONTROL
 GW2181  ___________________________________________________________________
 GW2181* NAD 83(1993)-  37 18 02.75612(N)    079 09 41.76529(W)     ADJUSTED  
 GW2181* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 GW2181  ___________________________________________________________________
 GW2181  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GW2181  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW2181
 GW2181  HORZ ORDER  -  SECOND
 GW2181
 GW2181.The horizontal coordinates were established by classical geodetic methods
 GW2181.and adjusted by the National Geodetic Survey in September 1995..
 GW2181
 GW2181.The orthometric height was scaled from a topographic map.
 GW2181
 GW2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2181
 GW2181.The geoid height was determined by GEOID03.
 GW2181
 GW2181;                    North         East     Units Scale Factor Converg.
 GW2181;SPC VA S     - 1,107,565.895 3,441,346.156   MT  0.99994608   -0 24 05.6
 GW2181;SPC VA S     - 3,633,739.11 11,290,483.18   sFT  0.99994608   -0 24 05.6
 GW2181;UTM  17      - 4,129,822.495   662,934.436   MT  0.99992703   +1 06 51.5
 GW2181
 GW2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2181!SPC VA S     -   0.99995919  x   0.99994608  =   0.99990527
 GW2181!UTM  17      -   0.99995919  x   0.99992703  =   0.99988622
 GW2181
 GW2181                          SUPERSEDED SURVEY CONTROL
 GW2181
 GW2181  NAD 83(1993)-  37 18 02.75740(N)    079 09 41.76314(W) AD(       ) 2
 GW2181  NAD 83(1986)-  37 18 02.76301(N)    079 09 41.77671(W) AD(       ) 2
 GW2181  NAD 27      -  37 18 02.24269(N)    079 09 42.69314(W) AD(       ) 2
 GW2181
 GW2181.Superseded values are not recommended for survey control.
 GW2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2181.See file dsdata.txt to determine how the superseded data were derived.
 GW2181
 GW2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6293429822(NAD 83)
 GW2181_MARKER: DB = BENCH MARK DISK
 GW2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2181
 GW2181  HISTORY     - Date     Condition        Report By
 GW2181  HISTORY     - 1964     MONUMENTED       VAGS
 GW2181
 GW2181                          STATION DESCRIPTION
 GW2181
 GW2181'DESCRIBED BY VIRGINIA GEODETIC SURVEY 1964
 GW2181'B.M. (VA. GEOD. S.) IS A U.S. COAST AND GEODETIC SURVEY AND
 GW2181'STATE SURVEY DISK, NOT STAMPED, SET IN THE TOP OF A 6 INCH
 GW2181'SQUARE CONCRETE POST PROJECTING 18 INCHES.  IT IS 32 FEET
 GW2181'EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 738 AND 28 FEET
 GW2181'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE WAY.
 GW2181'
 GW2181'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 GW2181'HIGHWAY 24 EAST, GO NORTH ON U.S. HIGHWAY 29 FOR 2.2 MILES
 GW2181'TO A T-ROAD RIGHT, COUNTY ROAD 738.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4095 ***********************************************************************
 FX4095  DESIGNATION -  BM NR HOMEVILLE
 FX4095  PID         -  FX4095
 FX4095  STATE/COUNTY-  VA/SUSSEX
 FX4095  USGS QUAD   -  LITTLETON (1968)
 FX4095
 FX4095                         *CURRENT SURVEY CONTROL
 FX4095  ___________________________________________________________________
 FX4095* NAD 83(1993)-  36 56 55.52859(N)    077 10 18.15754(W)     ADJUSTED  
 FX4095* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 FX4095  ___________________________________________________________________
 FX4095  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 FX4095  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 FX4095
 FX4095  HORZ ORDER  -  SECOND
 FX4095
 FX4095.The horizontal coordinates were established by classical geodetic methods
 FX4095.and adjusted by the National Geodetic Survey in September 1995..
 FX4095
 FX4095.The orthometric height was scaled from a topographic map.
 FX4095
 FX4095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4095
 FX4095.The geoid height was determined by GEOID03.
 FX4095
 FX4095;                    North         East     Units Scale Factor Converg.
 FX4095;SPC VA S     - 1,069,128.597 3,618,305.345   MT  0.99997194   +0 48 22.2
 FX4095;SPC VA S     - 3,507,632.74 11,871,056.79   sFT  0.99997194   +0 48 22.2
 FX4095;UTM  18      - 4,091,391.438   306,627.196   MT  1.00006067   -1 18 21.0
 FX4095
 FX4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4095!SPC VA S     -   0.99999964  x   0.99997194  =   0.99997158
 FX4095!UTM  18      -   0.99999964  x   1.00006067  =   1.00006031
 FX4095
 FX4095                          SUPERSEDED SURVEY CONTROL
 FX4095
 FX4095  NAD 83(1986)-  36 56 55.53447(N)    077 10 18.17696(W) AD(       ) 2
 FX4095  NAD 27      -  36 56 54.99100(N)    077 10 19.29300(W) AD(       ) 2
 FX4095
 FX4095.Superseded values are not recommended for survey control.
 FX4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4095.See file dsdata.txt to determine how the superseded data were derived.
 FX4095
 FX4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0662791391(NAD 83)
 FX4095_MARKER: DD = SURVEY DISK
 FX4095_SETTING: 0 = UNSPECIFIED SETTING
 FX4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4095+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 FX4095
 FX4095  HISTORY     - Date     Condition        Report By
 FX4095  HISTORY     - 1941     MONUMENTED       USGS
 FX4095  HISTORY     - 19971031 GOOD             USPSQD
 FX4095  HISTORY     - 20020110 GOOD             USPSQD
 FX4095
 FX4095                          STATION DESCRIPTION
 FX4095
 FX4095'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 FX4095'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS N OF THE STATION,
 FX4095'SET ON THE E SHOULDER OF THE HIGHWAY, 50 FEET E OF THE CENTER
 FX4095'OF STATE HIGHWAY 35, AND 95 FEET N OF THE N SIDE OF THE HOMEVILLE
 FX4095'STORE AND SERVICE STATION.  IT IS A STANDARD U.S.G.S. DISK
 FX4095'ON A 2-INCH GALVANIZED-IRON PIPE AND PROJECTS 3 FEET.  LOCATED
 FX4095'FROM STATION HOMEVILLE BY TRAVERSE.
 FX4095
 FX4095                          STATION RECOVERY (1997)
 FX4095
 FX4095'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4095'RECOVERED IN GOOD CONDITION.
 FX4095
 FX4095                          STATION RECOVERY (2002)
 FX4095
 FX4095'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 FX4095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4764 ***********************************************************************
 GV4764  DESIGNATION -  BM NR STA CASH
 GV4764  PID         -  GV4764
 GV4764  STATE/COUNTY-  VA/GLOUCESTER
 GV4764  USGS QUAD   -  SALUDA (1986)
 GV4764
 GV4764                         *CURRENT SURVEY CONTROL
 GV4764  ___________________________________________________________________
 GV4764* NAD 83(1993)-  37 32 03.54234(N)    076 32 45.02690(W)     ADJUSTED  
 GV4764* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 GV4764  ___________________________________________________________________
 GV4764  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 GV4764  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 GV4764
 GV4764  HORZ ORDER  -  SECOND
 GV4764
 GV4764.The horizontal coordinates were established by classical geodetic methods
 GV4764.and adjusted by the National Geodetic Survey in November 1994..
 GV4764
 GV4764.The orthometric height was scaled from a topographic map.
 GV4764
 GV4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4764
 GV4764.The geoid height was determined by GEOID03.
 GV4764
 GV4764;                    North         East     Units Scale Factor Converg.
 GV4764;SPC VA S     - 1,135,067.316 3,672,697.249   MT  0.99994963   +1 11 09.7
 GV4764;SPC VA S     - 3,723,966.69 12,049,507.56   sFT  0.99994963   +1 11 09.7
 GV4764;UTM  18      - 4,155,271.248   363,421.261   MT  0.99982977   -0 56 30.9
 GV4764
 GV4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4764!SPC VA S     -   1.00000103  x   0.99994963  =   0.99995066
 GV4764!UTM  18      -   1.00000103  x   0.99982977  =   0.99983080
 GV4764
 GV4764                          SUPERSEDED SURVEY CONTROL
 GV4764
 GV4764  NAD 83(1986)-  37 32 03.54236(N)    076 32 45.04447(W) AD(       ) 2
 GV4764  NAD 27      -  37 32 03.04500(N)    076 32 46.22400(W) AD(       ) 2
 GV4764
 GV4764.Superseded values are not recommended for survey control.
 GV4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4764.See file dsdata.txt to determine how the superseded data were derived.
 GV4764
 GV4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6342155271(NAD 83)
 GV4764_MARKER: DB = BENCH MARK DISK
 GV4764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4764
 GV4764  HISTORY     - Date     Condition        Report By
 GV4764  HISTORY     - 1942     MONUMENTED       CGS
 GV4764  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 GV4764  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4764
 GV4764                          STATION DESCRIPTION
 GV4764
 GV4764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4764'STATION IS LOCATED AT THE CASH POST OFFICE WHICH IS AT THE
 GV4764'JUNCTION OF STATE HIGHWAY 198 AND COUNTY HIGHWAY 601, ABOUT 4.65
 GV4764'MILES SE OF GLENNS, BY WAY OF COUNTY HIGHWAY 601.  IT IS ABOUT
 GV4764'25 FEET W OF THE POST OFFICE AND STORE BUILDING, MARKED BY A
 GV4764'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP
 GV4764'OF A 4-INCH IRON PIPE THAT PROJECTS 10 INCHES.
 GV4764'
 GV4764'THIS STATION WAS CONNECTED BY TRAVERSE FROM TRIANGULATION
 GV4764'STATION CASH.
 GV4764'
 GV4764'DISTANCE 68.281 METERS (224.02 FEET).
 GV4764
 GV4764                          STATION RECOVERY (1997)
 GV4764
 GV4764'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4764'MARK NOT FOUND.
 GV4764
 GV4764                          STATION RECOVERY (2002)
 GV4764
 GV4764'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4773 ***********************************************************************
 GV4773  DESIGNATION -  BM NR STA DRAGON
 GV4773  PID         -  GV4773
 GV4773  STATE/COUNTY-  VA/KING AND QUEEN
 GV4773  USGS QUAD   -  TRUHART (1989)
 GV4773
 GV4773                         *CURRENT SURVEY CONTROL
 GV4773  ___________________________________________________________________
 GV4773* NAD 83(1993)-  37 42 30.00551(N)    076 47 02.81526(W)     ADJUSTED  
 GV4773* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 GV4773  ___________________________________________________________________
 GV4773  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 GV4773  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GV4773
 GV4773  HORZ ORDER  -  SECOND
 GV4773
 GV4773.The horizontal coordinates were established by classical geodetic methods
 GV4773.and adjusted by the National Geodetic Survey in November 1994..
 GV4773
 GV4773.The orthometric height was scaled from a topographic map.
 GV4773
 GV4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4773
 GV4773.The geoid height was determined by GEOID03.
 GV4773
 GV4773;                    North         East     Units Scale Factor Converg.
 GV4773;SPC VA S     - 1,153,968.040 3,651,291.388   MT  0.99996305   +1 02 29.1
 GV4773;SPC VA S     - 3,785,976.81 11,979,278.50   sFT  0.99996305   +1 02 29.1
 GV4773;UTM  18      - 4,174,952.863   342,734.629   MT  0.99990464   -1 05 29.3
 GV4773
 GV4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4773!SPC VA S     -   0.99999901  x   0.99996305  =   0.99996206
 GV4773!UTM  18      -   0.99999901  x   0.99990464  =   0.99990365
 GV4773
 GV4773                          SUPERSEDED SURVEY CONTROL
 GV4773
 GV4773  NAD 83(1986)-  37 42 30.00619(N)    076 47 02.83191(W) AD(       ) 2
 GV4773  NAD 27      -  37 42 29.49800(N)    076 47 03.96900(W) AD(       ) 2
 GV4773
 GV4773.Superseded values are not recommended for survey control.
 GV4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4773.See file dsdata.txt to determine how the superseded data were derived.
 GV4773
 GV4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4273574953(NAD 83)
 GV4773_MARKER: DB = BENCH MARK DISK
 GV4773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4773
 GV4773  HISTORY     - Date     Condition        Report By
 GV4773  HISTORY     - 1942     MONUMENTED       USGS
 GV4773  HISTORY     - 1943     GOOD             CGS
 GV4773  HISTORY     - 19941115 GOOD             USPSQD
 GV4773  HISTORY     - 20000115 GOOD             USPSQD
 GV4773  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV4773
 GV4773                          STATION DESCRIPTION
 GV4773
 GV4773'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 GV4773'STATION IS ABOUT 6 MILES W BY N OF THE VILLAGE OF CHURCH VIEW
 GV4773'AND 3/4 MILE N BY W OF DRAGONVILLE POST OFFICE IN THE YARD OF
 GV4773'THE HICKORY HILL SCHOOL (COLORED).  IT IS ABOUT 15 FEET W OF
 GV4773'COUNTY HIGHWAY 610 AND ABOUT 15 FEET S OF A DIRT COUNTRY ROAD
 GV4773'THAT GOES WESTERLY ALONG THE N SIDE OF THE SCHOOLYARD AND ABOUT
 GV4773'5 FEET S OF A 2-FOOT OAK TREE.  MARK IS A STANDARD U.S.
 GV4773'GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 133 FEET 1917 VA., SET
 GV4773'IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 10
 GV4773'INCHES.
 GV4773'
 GV4773'A TRAVERSE CONNECTION WAS MADE TO U.S.C. AND G.S. TRIANGULATION
 GV4773'STATION DRAGON 1942.  DISTANCE 9.989 METERS (32.77 FEET).
 GV4773'
 GV4773'TO REACH THE STATION FROM CHURCH VIEW GO W ON PAVED COUNTY
 GV4773'HIGHWAY 602 FOR 2.75 MILES TO A STEEL BRIDGE AND THE END OF THE
 GV4773'PAVEMENT, CONTINUE STRAIGHT AHEAD ON COUNTY HIGHWAY 602 FOR 1.85
 GV4773'MILES TO A FORKS JUST AFTER PASSING A WHITE CHURCH ON THE
 GV4773'RIGHT, KEEP STRAIGHT AHEAD RIGHT ON COUNTY HIGHWAY 610 FOR 2.2
 GV4773'MILES TO A SIDE ROAD RIGHT AT DRAGONVILLE POST OFFICE, CONTINUE
 GV4773'STRAIGHT AHEAD FOR 0.2 MILE TO A FORKS, TAKE RIGHT FORK, COUNTY
 GV4773'HIGHWAY 610, FOR 0.4 MILE TO HICKORY HILL SCHOOL (COLORED) ON
 GV4773'THE LEFT AND THE STATION.
 GV4773
 GV4773                          STATION RECOVERY (1943)
 GV4773
 GV4773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV4773'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 GV4773
 GV4773                          STATION RECOVERY (1994)
 GV4773
 GV4773'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4773'RECOVERED IN GOOD CONDITION.
 GV4773
 GV4773                          STATION RECOVERY (2000)
 GV4773
 GV4773'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4773'RECOVERED IN GOOD CONDITION.
 GV4773
 GV4773                          STATION RECOVERY (2004)
 GV4773
 GV4773'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4292 ***********************************************************************
 GV4292  DESIGNATION -  BM NR STA NAXERA
 GV4292  PID         -  GV4292
 GV4292  STATE/COUNTY-  VA/GLOUCESTER
 GV4292  USGS QUAD   -  ACHILLES (1983)
 GV4292
 GV4292                         *CURRENT SURVEY CONTROL
 GV4292  ___________________________________________________________________
 GV4292* NAD 83(1993)-  37 20 30.14001(N)    076 26 54.98936(W)     ADJUSTED  
 GV4292* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 GV4292  ___________________________________________________________________
 GV4292  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 GV4292  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV4292
 GV4292  HORZ ORDER  -  SECOND
 GV4292
 GV4292.The horizontal coordinates were established by classical geodetic methods
 GV4292.and adjusted by the National Geodetic Survey in September 1995..
 GV4292
 GV4292.The orthometric height was scaled from a topographic map.
 GV4292
 GV4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4292
 GV4292.The geoid height was determined by GEOID03.
 GV4292
 GV4292;                    North         East     Units Scale Factor Converg.
 GV4292;SPC VA S     - 1,113,878.618 3,681,753.252   MT  0.99994550   +1 14 42.1
 GV4292;SPC VA S     - 3,654,450.10 12,079,218.79   sFT  0.99994550   +1 14 42.1
 GV4292;UTM  18      - 4,133,764.010   371,683.966   MT  0.99980282   -0 52 43.7
 GV4292
 GV4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4292!SPC VA S     -   1.00000502  x   0.99994550  =   0.99995052
 GV4292!UTM  18      -   1.00000502  x   0.99980282  =   0.99980784
 GV4292
 GV4292                          SUPERSEDED SURVEY CONTROL
 GV4292
 GV4292  NAD 83(1993)-  37 20 30.13828(N)    076 26 54.99377(W) AD(       ) 2
 GV4292  NAD 83(1986)-  37 20 30.14092(N)    076 26 55.01332(W) AD(       ) 2
 GV4292  NAD 27      -  37 20 29.64100(N)    076 26 56.20000(W) AD(       ) 2
 GV4292
 GV4292.Superseded values are not recommended for survey control.
 GV4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4292.See file dsdata.txt to determine how the superseded data were derived.
 GV4292
 GV4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7168433764(NAD 83)
 GV4292_MARKER: DB = BENCH MARK DISK
 GV4292_SETTING: 0 = UNSPECIFIED SETTING
 GV4292
 GV4292  HISTORY     - Date     Condition        Report By
 GV4292  HISTORY     - 1942     MONUMENTED       USGS
 GV4292  HISTORY     - 1944     GOOD             CGS
 GV4292  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4292  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4292
 GV4292                          STATION DESCRIPTION
 GV4292
 GV4292'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 GV4292'THE BENCH MARK IS AT THE NAXERA POST OFFICE WHICH IS ON ROBINS NECK
 GV4292'WHICH IS BETWEEN THE SEVERN AND WARE RIVERS ON PROPERTY OWNED
 GV4292'BY B.T. HART.  IT IS 66 FEET NW OF THE CENTER OF PAVED ROAD
 GV4292'AT THE SE CORNER OF THE NAXERA POST OFFICE, A STANDARD U.S.G.S.
 GV4292'BENCH MARK BRONZE DISK, STAMPED ELEV 10 FT. 1916, SET ON A 4-INCH
 GV4292'IRON PIPE PROJECTING 4 INCHES.
 GV4292'
 GV4292'TO REACH STATION FROM THE GLOUCESTER POST OFFICE GO S ON U.S.
 GV4292'HIGHWAY 17 FOR 2.6 MILES TO PAVED ROAD LEFT (COUNTY ROAD 615),
 GV4292'TURN LEFT AND GO EASTERLY FOR 1.3 MILES TO T-ROAD, TURN RIGHT
 GV4292'(S) AND CONTINUE FOR 0.8 MILE TO ROANES POST OFFICE, HERE TURN
 GV4292'LEFT ON COUNTY ROAD 629 AND GO 1.6 MILES TO CROSS ROAD, HERE
 GV4292'TURN LEFT AND FOLLOW MAIN PAVED ROAD FOR 2.7 MILES TO SIDE
 GV4292'ROAD RIGHT, TURN RIGHT (SW) AND GO 0.25 MILE TO NAXERA POST
 GV4292'OFFICE AND BENCH MARK.
 GV4292'
 GV4292'A TRAVERSE CONNECTION FROM TRIANGULATION STATION NAXERA, DISTANT
 GV4292'40.690 METERS (133.50 FEET).
 GV4292
 GV4292                          STATION RECOVERY (1944)
 GV4292
 GV4292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV4292'THE STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION WAS
 GV4292'FOUND TO BE ADEQUATE AND CORRECT.
 GV4292'
 GV4292'THIS STATION IS ALSO A BENCH MARK.
 GV4292
 GV4292                          STATION RECOVERY (1997)
 GV4292
 GV4292'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4292'MARK NOT FOUND.
 GV4292
 GV4292                          STATION RECOVERY (2002)
 GV4292
 GV4292'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2290 ***********************************************************************
 GW2290  DESIGNATION -  BM TT 40 SZ
 GW2290  PID         -  GW2290
 GW2290  STATE/COUNTY-  VA/GOOCHLAND
 GW2290  USGS QUAD   -  CARTERSVILLE (1979)
 GW2290
 GW2290                         *CURRENT SURVEY CONTROL
 GW2290  ___________________________________________________________________
 GW2290* NAD 83(1993)-  37 41 00.15528(N)    078 01 19.41025(W)     ADJUSTED  
 GW2290* NAVD 88     -       107.20   (+/-2cm)     351.7    (feet)  VERTCON   
 GW2290  ___________________________________________________________________
 GW2290  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GW2290  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2290
 GW2290  HORZ ORDER  -  SECOND
 GW2290  VERT ORDER  -  THIRD ? (See Below)
 GW2290
 GW2290.The horizontal coordinates were established by classical geodetic methods
 GW2290.and adjusted by the National Geodetic Survey in November 1994..
 GW2290
 GW2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2290.The vertical order pertains to the NGVD 29 superseded value.
 GW2290
 GW2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2290
 GW2290.The geoid height was determined by GEOID03.
 GW2290
 GW2290;                    North         East     Units Scale Factor Converg.
 GW2290;SPC VA S     - 1,149,929.730 3,542,156.787   MT  0.99996056   +0 17 24.3
 GW2290;SPC VA S     - 3,772,727.79 11,621,226.06   sFT  0.99996056   +0 17 24.3
 GW2290;UTM  17      - 4,174,859.830   762,605.572   MT  1.00044950   +1 49 17.2
 GW2290;UTM  18      - 4,174,984.495   233,503.138   MT  1.00047487   -1 50 54.5
 GW2290
 GW2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2290!SPC VA S     -   0.99998821  x   0.99996056  =   0.99994877
 GW2290!UTM  17      -   0.99998821  x   1.00044950  =   1.00043770
 GW2290!UTM  18      -   0.99998821  x   1.00047487  =   1.00046307
 GW2290
 GW2290                          SUPERSEDED SURVEY CONTROL
 GW2290
 GW2290  NAD 83(1986)-  37 41 00.16437(N)    078 01 19.42719(W) AD(       ) 2
 GW2290  NAD 27      -  37 40 59.63500(N)    078 01 20.43800(W) AD(       ) 2
 GW2290  NGVD 29 (07/19/86)  107.49   (m)          352.7    (f) LEVELING    3  
 GW2290
 GW2290.Superseded values are not recommended for survey control.
 GW2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2290.See file dsdata.txt to determine how the superseded data were derived.
 GW2290
 GW2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6260674860(NAD 83)
 GW2290_MARKER: DB = BENCH MARK DISK
 GW2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2290+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW2290
 GW2290  HISTORY     - Date     Condition        Report By
 GW2290  HISTORY     - 1941     MONUMENTED       USGS
 GW2290  HISTORY     - 19980225 GOOD             USPSQD
 GW2290  HISTORY     - 20060311 GOOD             USPSQD
 GW2290
 GW2290                          STATION DESCRIPTION
 GW2290
 GW2290'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 GW2290'STATION IS ABOUT 4 MILES ENE OF CARTERSVILLE, 32 FEET W OF THE
 GW2290'JUNCTION OF COUNTY HIGHWAYS 616 AND 625.  IT IS A STANDARD U.S.
 GW2290'GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED TT-40-SZ 1939, IN A
 GW2290'7-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GW2290'
 GW2290'LOCATED BY TRAVERSE FROM STATION ST. PAUL.
 GW2290
 GW2290                          STATION RECOVERY (1998)
 GW2290
 GW2290'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2290'RECOVERED IN GOOD CONDITION.
 GW2290
 GW2290                          STATION RECOVERY (2006)
 GW2290
 GW2290'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0609 ***********************************************************************
 GV0609  DESIGNATION -  BM USE
 GV0609  PID         -  GV0609
 GV0609  STATE/COUNTY-  VA/GLOUCESTER
 GV0609  USGS QUAD   -  YORKTOWN (1994)
 GV0609
 GV0609                         *CURRENT SURVEY CONTROL
 GV0609  ___________________________________________________________________
 GV0609* NAD 83(1986)-  37 14 46.     (N)    076 30 18.     (W)     SCALED    
 GV0609* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 GV0609  ___________________________________________________________________
 GV0609  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0609  DYNAMIC HT  -           2.279 (meters)       7.48  (feet)  COMP
 GV0609  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 GV0609
 GV0609  VERT ORDER  -  FIRST     CLASS I
 GV0609
 GV0609.The horizontal coordinates were scaled from a topographic map and have
 GV0609.an estimated accuracy of +/- 6 seconds.
 GV0609
 GV0609.The orthometric height was determined by differential leveling
 GV0609.and adjusted by the National Geodetic Survey in June 1991..
 GV0609
 GV0609.The geoid height was determined by GEOID03.
 GV0609
 GV0609.The dynamic height is computed by dividing the NAVD 88
 GV0609.geopotential number by the normal gravity value computed on the
 GV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0609.degrees latitude (g = 980.6199 gals.).
 GV0609
 GV0609.The modeled gravity was interpolated from observed gravity values.
 GV0609
 GV0609;                    North         East    Units  Estimated Accuracy
 GV0609;SPC VA S     - 1,103,170.    3,676,980.      MT  (+/- 180 meters Scaled)
 GV0609
 GV0609                          SUPERSEDED SURVEY CONTROL
 GV0609
 GV0609  NGVD 29 (??/??/??)    2.521  (m)            8.27   (f) ADJUSTED    1 1
 GV0609
 GV0609.Superseded values are not recommended for survey control.
 GV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0609.See file dsdata.txt to determine how the superseded data were derived.
 GV0609
 GV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG665232(NAD 83)
 GV0609_MARKER: DD = SURVEY DISK
 GV0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0609_SP_SET: BRIDGE
 GV0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0609
 GV0609  HISTORY     - Date     Condition        Report By
 GV0609  HISTORY     - UNK      MONUMENTED       DOD
 GV0609  HISTORY     - 1971     GOOD             NGS
 GV0609  HISTORY     - 19961204 MARK NOT FOUND   USPSQD
 GV0609  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0609
 GV0609                          STATION DESCRIPTION
 GV0609
 GV0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0609'AT GLOUCESTER.
 GV0609'AT GLOUCESTER POINT, ABOUT 0.05 MILE SOUTHEAST ALONG A PAVED
 GV0609'STREET FROM THE POST OFFICE, THENCE 0.5 MILE SOUTHWEST ALONG
 GV0609'STATE ROAD 1208, IN THE 7TH PIER SOUTHWEST OF THE NORTHEAST END
 GV0609'OF THE U.S. HIGHWAY 17 BRIDGE OVER THE YORK RIVER, SET VERTICALLY
 GV0609'IN THE NORTHWEST FACE OF THE PIER WHICH IS ALSO THE FIRST PIER
 GV0609'NORTHEAST OF THE NORTHEAST BANK OF THE YORK RIVER, 73 FEET
 GV0609'NORTHWEST OF THE NORTHWEST WALL OF A CONCRETE BLOCK BUILDING, ABOUT
 GV0609'45 FEET NORTHEAST OF THE MEAN WATER LINE OF THE RIVER, AND ABOUT
 GV0609'4 1/2 FEET ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS MARK IS
 GV0609'ALSO ABOUT 0.5 MILE NORTHEAST AND ACROSS THE YORK RIVER FROM
 GV0609'THE POST OFFICE AT YORKTOWN.
 GV0609
 GV0609                          STATION RECOVERY (1996)
 GV0609
 GV0609'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0609'MARK NOT FOUND.
 GV0609
 GV0609                          STATION RECOVERY (2002)
 GV0609
 GV0609'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3466 ***********************************************************************
 HV3466  DESIGNATION -  BM=229.6 USE
 HV3466  PID         -  HV3466
 HV3466  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3466  USGS QUAD   -  BELMONT (1983)
 HV3466
 HV3466                         *CURRENT SURVEY CONTROL
 HV3466  ___________________________________________________________________
 HV3466* NAD 83(1986)-  38 08 05.     (N)    077 51 58.     (W)     SCALED    
 HV3466* NAVD 88     -        69.97   (+/-2cm)     229.6    (feet)  VERTCON   
 HV3466  ___________________________________________________________________
 HV3466  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3466
 HV3466  VERT ORDER  -  ? (See Below)
 HV3466
 HV3466.The horizontal coordinates were scaled from a topographic map and have
 HV3466.an estimated accuracy of +/- 6 seconds.
 HV3466
 HV3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3466.The vertical order pertains to the NGVD 29 superseded value.
 HV3466
 HV3466.The geoid height was determined by GEOID03.
 HV3466
 HV3466;                    North         East    Units  Estimated Accuracy
 HV3466;SPC VA N     - 2,052,150.    3,555,570.      MT  (+/- 180 meters Scaled)
 HV3466
 HV3466                          SUPERSEDED SURVEY CONTROL
 HV3466
 HV3466  NGVD 29 (??/??/??)   70.218  (m)          230.37   (f) ADJUSTED    ?  
 HV3466
 HV3466.Superseded values are not recommended for survey control.
 HV3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3466.See file dsdata.txt to determine how the superseded data were derived.
 HV3466
 HV3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH487246(NAD 83)
 HV3466_MARKER: Z = SEE DESCRIPTION
 HV3466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3466_SP_SET: BRIDGE
 HV3466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3466
 HV3466  HISTORY     - Date     Condition        Report By
 HV3466  HISTORY     - UNK      MONUMENTED       DOD
 HV3466  HISTORY     - 1935     GOOD             CGS
 HV3466
 HV3466                          STATION DESCRIPTION
 HV3466
 HV3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3466'2.5 MI S FROM BELMONT.
 HV3466'1.6 MILES SOUTH ALONG COUNTY ROAD 652 FROM A STORE AT BELMONT,
 HV3466'SPOTSYLVANIA COUNTY, THENCE ABOUT 0.9 MILE SOUTH ALONG STATE
 HV3466'HIGHWAY 49, AT A BRIDGE OVER A SMALL STREAM, ON THE SOUTH FACE
 HV3466'OF THE WEST RETAINING WALL, AT THE CORNER FORMED BY A WING WALL,
 HV3466'7 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, AND 5 FEET BELOW
 HV3466'THE TOP OF THE WALL.  TOP OF THE CROSS BAR OF A CHISELED H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2572 ***********************************************************************
 HV2572  DESIGNATION -  BM=403 USE
 HV2572  PID         -  HV2572
 HV2572  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2572  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2572
 HV2572                         *CURRENT SURVEY CONTROL
 HV2572  ___________________________________________________________________
 HV2572* NAD 83(1986)-  38 37 59.     (N)    077 26 13.     (W)     SCALED    
 HV2572* NAVD 88     -       122.554  (meters)     402.08   (feet)  ADJUSTED  
 HV2572  ___________________________________________________________________
 HV2572  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV2572  DYNAMIC HT  -         122.482 (meters)     401.84  (feet)  COMP
 HV2572  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 HV2572
 HV2572  VERT ORDER  -  SECOND    CLASS 0
 HV2572
 HV2572.The horizontal coordinates were scaled from a topographic map and have
 HV2572.an estimated accuracy of +/- 6 seconds.
 HV2572
 HV2572.The orthometric height was determined by differential leveling
 HV2572.and adjusted by the National Geodetic Survey in June 1991..
 HV2572
 HV2572.The geoid height was determined by GEOID03.
 HV2572
 HV2572.The dynamic height is computed by dividing the NAVD 88
 HV2572.geopotential number by the normal gravity value computed on the
 HV2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2572.degrees latitude (g = 980.6199 gals.).
 HV2572
 HV2572.The modeled gravity was interpolated from observed gravity values.
 HV2572
 HV2572;                    North         East    Units  Estimated Accuracy
 HV2572;SPC VA N     - 2,107,800.    3,592,560.      MT  (+/- 180 meters Scaled)
 HV2572
 HV2572                          SUPERSEDED SURVEY CONTROL
 HV2572
 HV2572  NGVD 29 (??/??/??)  122.796  (m)          402.87   (f) ADJUSTED    2 0
 HV2572
 HV2572.Superseded values are not recommended for survey control.
 HV2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2572.See file dsdata.txt to determine how the superseded data were derived.
 HV2572
 HV2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH878788(NAD 83)
 HV2572_MARKER: DD = SURVEY DISK
 HV2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2572+STABILITY: SURFACE MOTION
 HV2572
 HV2572  HISTORY     - Date     Condition        Report By
 HV2572  HISTORY     - UNK      MONUMENTED       DOD
 HV2572  HISTORY     - 1955     GOOD             VADH
 HV2572
 HV2572                          STATION DESCRIPTION
 HV2572
 HV2572'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1955
 HV2572'0.2 MI S FROM INDEPENDENT HILL.
 HV2572'0.2 MILES SOUTH OF INDEPENDENT HILL ON ROAD 619 AT ITS JUNCTION
 HV2572'WITH ROAD 646, 25 FEET SOUTHEAST OF THE INTERSECTION.  A CONCRETE
 HV2572'POST WITH 29 U.S. ARMY CAST IN POST.  SMALL BRASS PLACQUE ON
 HV2572'TOP OF POST USED TO DETERMINE ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2573 ***********************************************************************
 HV2573  DESIGNATION -  BM=403 USE RESET 1955
 HV2573  PID         -  HV2573
 HV2573  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2573  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2573
 HV2573                         *CURRENT SURVEY CONTROL
 HV2573  ___________________________________________________________________
 HV2573* NAD 83(1986)-  38 37 59.     (N)    077 26 13.     (W)     SCALED    
 HV2573* NAVD 88     -       121.01   (meters)     397.0    (feet)  RESET     
 HV2573  ___________________________________________________________________
 HV2573  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV2573
 HV2573  VERT ORDER  -  THIRD
 HV2573
 HV2573.The horizontal coordinates were scaled from a topographic map and have
 HV2573.an estimated accuracy of +/- 6 seconds.
 HV2573
 HV2573.The orthometric height was computed from unverified reset data.
 HV2573.No vertical observational check was made to the station.
 HV2573
 HV2573.The geoid height was determined by GEOID03.
 HV2573
 HV2573;                    North         East    Units  Estimated Accuracy
 HV2573;SPC VA N     - 2,107,800.    3,592,560.      MT  (+/- 180 meters Scaled)
 HV2573
 HV2573                          SUPERSEDED SURVEY CONTROL
 HV2573
 HV2573  NGVD 29 (??/??/??)  121.25   (m)          397.8    (f) RESET       3  
 HV2573
 HV2573.Superseded values are not recommended for survey control.
 HV2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2573.See file dsdata.txt to determine how the superseded data were derived.
 HV2573
 HV2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH878788(NAD 83)
 HV2573_MARKER: Z = SEE DESCRIPTION
 HV2573_SETTING: 0 = UNSPECIFIED SETTING
 HV2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2573
 HV2573  HISTORY     - Date     Condition        Report By
 HV2573  HISTORY     - 1955     MONUMENTED       VADH
 HV2573
 HV2573                          STATION DESCRIPTION
 HV2573
 HV2573'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1955
 HV2573'NEAR INDEPENDENT HILL.
 HV2573'3/4 INCH IRON PIPE, 0.60 FOOT FROM FENCE CORNER OF U.S. AIR
 HV2573'FORCE BASE, 34 FEET WEST OF CENTERLINE OF ROUTE 619.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2007 ***********************************************************************
 GW2007  DESIGNATION -  BMR 2 USFS
 GW2007  PID         -  GW2007
 GW2007  STATE/COUNTY-  VA/FLUVANNA
 GW2007  USGS QUAD   -  COLUMBIA (1979)
 GW2007
 GW2007                         *CURRENT SURVEY CONTROL
 GW2007  ___________________________________________________________________
 GW2007* NAD 83(1986)-  37 45 51.     (N)    078 11 02.     (W)     SCALED    
 GW2007* NAVD 88     -        64.551  (meters)     211.78   (feet)  ADJUSTED  
 GW2007  ___________________________________________________________________
 GW2007  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW2007  DYNAMIC HT  -          64.507 (meters)     211.64  (feet)  COMP
 GW2007  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 GW2007
 GW2007  VERT ORDER  -  FIRST     CLASS II
 GW2007
 GW2007.The horizontal coordinates were scaled from a topographic map and have
 GW2007.an estimated accuracy of +/- 6 seconds.
 GW2007
 GW2007.The orthometric height was determined by differential leveling
 GW2007.and adjusted by the National Geodetic Survey in June 1991..
 GW2007
 GW2007.The geoid height was determined by GEOID03.
 GW2007
 GW2007.The dynamic height is computed by dividing the NAVD 88
 GW2007.geopotential number by the normal gravity value computed on the
 GW2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2007.degrees latitude (g = 980.6199 gals.).
 GW2007
 GW2007.The modeled gravity was interpolated from observed gravity values.
 GW2007
 GW2007;                    North         East    Units  Estimated Accuracy
 GW2007;SPC VA S     - 1,158,840.    3,527,850.      MT  (+/- 180 meters Scaled)
 GW2007
 GW2007                          SUPERSEDED SURVEY CONTROL
 GW2007
 GW2007.No superseded survey control is available for this station.
 GW2007
 GW2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB480833(NAD 83)
 GW2007_MARKER: DD = SURVEY DISK
 GW2007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2007_SP_SET: ABUTMENT
 GW2007_STAMPING: B.M.R.2. ELEV 212.63
 GW2007_MARK LOGO: USFS  
 GW2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2007+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2007
 GW2007  HISTORY     - Date     Condition        Report By
 GW2007  HISTORY     - UNK      MONUMENTED       USFS
 GW2007  HISTORY     - 1983     GOOD             NGS
 GW2007  HISTORY     - 19980225 GOOD             USPSQD
 GW2007  HISTORY     - 20031011 GOOD             USPSQD
 GW2007  HISTORY     - 20060209 GOOD             USPSQD
 GW2007
 GW2007                          STATION DESCRIPTION
 GW2007
 GW2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2007'2.6 KM (1.6 MI) EAST FROM COLUMBIA.
 GW2007'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF COUNTY
 GW2007'ROAD 690 SOUTH IN COLUMBIA TO THE MARK ON THE RIGHT, IN TOP OF THE
 GW2007'NORTH END OF THE EAST ABUTMENT OF THE BRIDGE OVER RIVANNA RIVER,
 GW2007'4.42 METERS (14.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GW2007'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GW2007
 GW2007                          STATION RECOVERY (1998)
 GW2007
 GW2007'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2007'RECOVERED IN GOOD CONDITION.
 GW2007
 GW2007                          STATION RECOVERY (2003)
 GW2007
 GW2007'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW2007'RECOVERED IN GOOD CONDITION.
 GW2007
 GW2007                          STATION RECOVERY (2006)
 GW2007
 GW2007'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4416 ***********************************************************************
 GV4416  DESIGNATION -  BO
 GV4416  PID         -  GV4416
 GV4416  STATE/COUNTY-  VA/GLOUCESTER
 GV4416  USGS QUAD   -  CLAY BANK (1984)
 GV4416
 GV4416                         *CURRENT SURVEY CONTROL
 GV4416  ___________________________________________________________________
 GV4416* NAD 83(1993)-  37 21 01.57900(N)    076 36 36.07107(W)     ADJUSTED  
 GV4416* NAVD 88     -                                                        
 GV4416  ___________________________________________________________________
 GV4416  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV4416  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 GV4416
 GV4416  HORZ ORDER  -  THIRD
 GV4416
 GV4416.The horizontal coordinates were established by classical geodetic methods
 GV4416.and adjusted by the National Geodetic Survey in September 1995..
 GV4416
 GV4416
 GV4416.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4416
 GV4416.The geoid height was determined by GEOID03.
 GV4416
 GV4416;                    North         East     Units Scale Factor Converg.
 GV4416;SPC VA S     - 1,114,549.062 3,667,434.781   MT  0.99994545   +1 08 49.5
 GV4416;SPC VA S     - 3,656,649.71 12,032,242.28   sFT  0.99994545   +1 08 49.5
 GV4416;UTM  18      - 4,134,964.508   357,401.882   MT  0.99985048   -0 58 37.0
 GV4416
 GV4416                          SUPERSEDED SURVEY CONTROL
 GV4416
 GV4416  NAD 83(1993)-  37 21 01.57930(N)    076 36 36.07647(W) AD(       ) 4
 GV4416  NAD 83(1986)-  37 21 01.58174(N)    076 36 36.09501(W) AD(       ) 4
 GV4416  NAD 27      -  37 21 01.07000(N)    076 36 37.26000(W) AD(       ) 3
 GV4416
 GV4416.Superseded values are not recommended for survey control.
 GV4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4416.See file dsdata.txt to determine how the superseded data were derived.
 GV4416
 GV4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5740234965(NAD 83)
 GV4416_MARKER: 85 = CHIMNEY
 GV4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4416+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4416
 GV4416  HISTORY     - Date     Condition        Report By
 GV4416  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4416  HISTORY     - 19970225 GOOD             USPSQD
 GV4416  HISTORY     - 20020111 GOOD             USPSQD
 GV4416
 GV4416                          STATION DESCRIPTION
 GV4416
 GV4416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4416'THIS STATION IS THE LONE RED BRICK CHIMNEY ON A BOATHOUSE,
 GV4416'PAINTED WHITE, APPROXIMATELY 150 METERS N OF THE PIER AT CLAYBANK.
 GV4416'
 GV4416'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
 GV4416
 GV4416                          STATION RECOVERY (1997)
 GV4416
 GV4416'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4416'RECOVERED IN GOOD CONDITION.
 GV4416
 GV4416                          STATION RECOVERY (2002)
 GV4416
 GV4416'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3189 ***********************************************************************
 FX3189  DESIGNATION -  BOA
 FX3189  PID         -  FX3189
 FX3189  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3189  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3189
 FX3189                         *CURRENT SURVEY CONTROL
 FX3189  ___________________________________________________________________
 FX3189* NAD 83(1993)-  36 52 33.14034(N)    076 19 53.73233(W)     ADJUSTED  
 FX3189* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3189  ___________________________________________________________________
 FX3189  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FX3189  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX3189
 FX3189  HORZ ORDER  -  THIRD
 FX3189
 FX3189.The horizontal coordinates were established by classical geodetic methods
 FX3189.and adjusted by the National Geodetic Survey in September 1995..
 FX3189
 FX3189.The orthometric height was scaled from a topographic map.
 FX3189
 FX3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3189
 FX3189.The geoid height was determined by GEOID03.
 FX3189
 FX3189;                    North         East     Units Scale Factor Converg.
 FX3189;SPC VA S     - 1,062,428.099 3,693,306.406   MT  0.99998197   +1 18 57.8
 FX3189;SPC VA S     - 3,485,649.52 12,117,122.77   sFT  0.99998197   +1 18 57.8
 FX3189;UTM  18      - 4,081,930.255   381,324.820   MT  0.99977350   -0 47 57.0
 FX3189
 FX3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3189!SPC VA S     -   1.00000584  x   0.99998197  =   0.99998781
 FX3189!UTM  18      -   1.00000584  x   0.99977350  =   0.99977934
 FX3189
 FX3189:                Primary Azimuth Mark                     Grid Az
 FX3189:SPC VA S     -  YELLOW CHIMNEY 1                         025 51 57.0
 FX3189:UTM  18      -  YELLOW CHIMNEY 1                         027 58 51.8
 FX3189
 FX3189|---------------------------------------------------------------------|
 FX3189| PID    Reference Object                     Distance      Geod. Az  |
 FX3189|                                                           dddmmss.s |
 FX3189| FX3301 YELLOW CHIMNEY 1                    APPROX. 7.2 KM 0271054.8 |
 FX3189| FX3302 YELLOW CHIMNEY 2                    APPROX. 7.2 KM 0272756.2 |
 FX3189| DC8082 BOA RM 1                             10.400 METERS 08024     |
 FX3189| FX3192 CHIM                                APPROX. 1.8 KM 0814927.9 |
 FX3189| DC8083 BOA RM 2                             15.910 METERS 26456     |
 FX3189| DC8084 BOA RM 3                             16.460 METERS 27050     |
 FX3189|---------------------------------------------------------------------|
 FX3189
 FX3189                          SUPERSEDED SURVEY CONTROL
 FX3189
 FX3189  NAD 83(1986)-  36 52 33.14619(N)    076 19 53.76785(W) AD(       ) 3
 FX3189  NAD 27      -  36 52 32.61100(N)    076 19 54.96900(W) AD(       ) 3
 FX3189
 FX3189.Superseded values are not recommended for survey control.
 FX3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3189.See file dsdata.txt to determine how the superseded data were derived.
 FX3189
 FX3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8132581930(NAD 83)
 FX3189_MARKER: Z = SEE DESCRIPTION
 FX3189_SETTING: 0 = UNSPECIFIED SETTING
 FX3189
 FX3189  HISTORY     - Date     Condition        Report By
 FX3189  HISTORY     - 1929     MONUMENTED       USE
 FX3189  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3189
 FX3189                          STATION DESCRIPTION
 FX3189
 FX3189'DESCRIBED BY US ENGINEERS 1929
 FX3189'THIS STATION IS LOCATED ON LAMBERTS POINT BELL DOCK.  IT IS A
 FX3189'U.S.E.D. STATION BOA.  ON THE TRIANGULATION DATA THE STATION IS
 FX3189'LISTED BY THE ARMY ENGINEERS AS BAC.
 FX3189'
 FX3189'THIS STATION WILL PROBABLY BE LOST AS THE DOCK IS BEING RAPIDLY
 FX3189'WASHED AWAY BECAUSE OF LEAKAGE IN THE BULKHEAD.  IT IS A DIRT-FILL
 FX3189'DOCK.
 FX3189
 FX3189                          STATION RECOVERY (1960)
 FX3189
 FX3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3189'THE BELL DOCK HAS BEEN TORN DOWN AND STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4792 ***********************************************************************
 GV4792  DESIGNATION -  BOARD
 GV4792  PID         -  GV4792
 GV4792  STATE/COUNTY-  VA/KING AND QUEEN
 GV4792  USGS QUAD   -  WEST POINT (1986)
 GV4792
 GV4792                         *CURRENT SURVEY CONTROL
 GV4792  ___________________________________________________________________
 GV4792* NAD 83(1993)-  37 36 49.38240(N)    076 50 07.33857(W)     ADJUSTED  
 GV4792* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4792  ___________________________________________________________________
 GV4792  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GV4792  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 GV4792
 GV4792  HORZ ORDER  -  THIRD
 GV4792
 GV4792.The horizontal coordinates were established by classical geodetic methods
 GV4792.and adjusted by the National Geodetic Survey in November 1994..
 GV4792
 GV4792.The orthometric height was scaled from a topographic map.
 GV4792
 GV4792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4792
 GV4792.The geoid height was determined by GEOID03.
 GV4792
 GV4792;                    North         East     Units Scale Factor Converg.
 GV4792;SPC VA S     - 1,143,387.584 3,646,957.684   MT  0.99995461   +1 00 37.1
 GV4792;SPC VA S     - 3,751,264.10 11,965,060.33   sFT  0.99995461   +1 00 37.1
 GV4792;UTM  18      - 4,164,541.403   338,010.557   MT  0.99992322   -1 07 13.6
 GV4792
 GV4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4792!SPC VA S     -   1.00000530  x   0.99995461  =   0.99995991
 GV4792!UTM  18      -   1.00000530  x   0.99992322  =   0.99992852
 GV4792
 GV4792|---------------------------------------------------------------------|
 GV4792| PID    Reference Object                     Distance      Geod. Az  |
 GV4792|                                                           dddmmss.s |
 GV4792| DC8996 BOARD RM 1                            9.335 METERS 00322     |
 GV4792| DC8997 BOARD RM 2                            9.538 METERS 04455     |
 GV4792| DC8998 BOARD RM 3                            5.582 METERS 08825     |
 GV4792| GV4806 CLIFTON                             APPROX. 1.4 KM 1205958.8 |
 GV4792| GV4841 LARGE HOUSE RIVER CHIM NR ROY       APPROX. 1.8 KM 1561304.2 |
 GV4792| GV4850 NEW                                 490.457 METERS 2322331.5 |
 GV4792|---------------------------------------------------------------------|
 GV4792
 GV4792                          SUPERSEDED SURVEY CONTROL
 GV4792
 GV4792  NAD 83(1986)-  37 36 49.38406(N)    076 50 07.35462(W) AD(       ) 3
 GV4792  NAD 27      -  37 36 48.86400(N)    076 50 08.49000(W) AD(       ) 3
 GV4792
 GV4792.Superseded values are not recommended for survey control.
 GV4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4792.See file dsdata.txt to determine how the superseded data were derived.
 GV4792
 GV4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3801164541(NAD 83)
 GV4792_MARKER: P = PIPE CAP
 GV4792_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV4792_SP_SET: OBJECT DRIVEN INTO GROUND
 GV4792
 GV4792  HISTORY     - Date     Condition        Report By
 GV4792  HISTORY     - 1911     MONUMENTED       CGS
 GV4792  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4792  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4792  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4792  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4792
 GV4792                          STATION DESCRIPTION
 GV4792
 GV4792'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4792'STATION IS ON THE LEFT BANK (GOING DOWN) OF THE MATTAPONI
 GV4792'RIVER, AT THE UPPER POINT OF MARSH ABOVE CLIFTON CLOSE TO
 GV4792'THE FOOT OF POINT, HIGH GROUND DENSELY WOODED WITH PINE, 10
 GV4792'METERS BACK FROM HIGH WATER AND ONLY 3 METERS BACK FROM THE
 GV4792'HIGHER TIDES.
 GV4792'
 GV4792'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG, BEARING A
 GV4792'BRASS CAP WITH LEGEND, AND PROTRUDING 10 INCHES ABOVE SURFACE.
 GV4792'
 GV4792'REFERENCE MARK NO. 1 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4792'BEARING A BRASS PLATE WITH LEGEND, DISTANT 9.335 METERS,
 GV4792'HORIZTONTAL, ON LINE 242 DEG 21 MIN 48.5 SEC TO RIGHT OF LINE
 GV4792'TO STATION CLIFTON.
 GV4792'
 GV4792'REFERENCE MARK NO. 2 IS NAIL IN CENTER OF TRIANGLE CUT ON
 GV4792'18-INCH PINE ABOUT 10 INCHES ABOVE SURFACE OF GROUND, DISTANT
 GV4792'9.538 METERS HORIZONTAL ON LINE 283 DEG 55 MIN 21.2 SEC
 GV4792'TO RIGHT OF STATION CLIFTON.
 GV4792'
 GV4792'REFERENCE MARK NO. 3 IS NAIL IN CENTER OF TRIANGLE CUT IN
 GV4792'10-INCH OAK 10 INCHES ABOVE GROUND STANDING AT EDGE OF MARSH
 GV4792'AND POINT OF HILL, DISTANT HORIZONTALLY 5.582 METERS ON LINE
 GV4792'327 DEG 25 MIN 19.0 SEC ON RIGHT OF LINE TO STATION CLIFTON.
 GV4792
 GV4792                          STATION RECOVERY (1944)
 GV4792
 GV4792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4792'A THOROUGH SEARCH WAS MADE, BUT NEITHER STATION NOR REFERENCE
 GV4792'MARKS WERE FOUND.
 GV4792
 GV4792                          STATION RECOVERY (1995)
 GV4792
 GV4792'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4792'MARK NOT FOUND.
 GV4792
 GV4792                          STATION RECOVERY (2000)
 GV4792
 GV4792'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4792'MARK NOT FOUND.
 GV4792
 GV4792                          STATION RECOVERY (2004)
 GV4792
 GV4792'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4213 ***********************************************************************
 GV4213  DESIGNATION -  BOAT VFC 1937
 GV4213  PID         -  GV4213
 GV4213  STATE/COUNTY-  VA/MATHEWS
 GV4213  USGS QUAD   -  MATHEWS (1965)
 GV4213
 GV4213                         *CURRENT SURVEY CONTROL
 GV4213  ___________________________________________________________________
 GV4213* NAD 83(1993)-  37 25 39.70584(N)    076 21 57.88232(W)     ADJUSTED  
 GV4213* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4213  ___________________________________________________________________
 GV4213  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 GV4213  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV4213
 GV4213  HORZ ORDER  -  THIRD
 GV4213
 GV4213.The horizontal coordinates were established by classical geodetic methods
 GV4213.and adjusted by the National Geodetic Survey in September 1995..
 GV4213
 GV4213.The orthometric height was scaled from a topographic map.
 GV4213
 GV4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4213
 GV4213.The geoid height was determined by GEOID03.
 GV4213
 GV4213;                    North         East     Units Scale Factor Converg.
 GV4213;SPC VA S     - 1,123,581.394 3,688,848.465   MT  0.99994595   +1 17 42.5
 GV4213;SPC VA S     - 3,686,283.29 12,102,497.01   sFT  0.99994595   +1 17 42.5
 GV4213;UTM  18      - 4,143,195.612   379,132.873   MT  0.99977995   -0 49 49.3
 GV4213
 GV4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4213!SPC VA S     -   1.00000552  x   0.99994595  =   0.99995147
 GV4213!UTM  18      -   1.00000552  x   0.99977995  =   0.99978547
 GV4213
 GV4213:                Primary Azimuth Mark                     Grid Az
 GV4213:SPC VA S     -  MC ELROY VFC 1937                        009 14 10.0
 GV4213:UTM  18      -  MC ELROY VFC 1937                        011 21 41.8
 GV4213
 GV4213|---------------------------------------------------------------------|
 GV4213| PID    Reference Object                     Distance      Geod. Az  |
 GV4213|                                                           dddmmss.s |
 GV4213| GV4243 MC ELROY VFC 1937                   400.696 METERS 0103152.5 |
 GV4213| GV4257 SOMERS VFC 1937                     350.266 METERS 05608     |
 GV4213| GV4256 SHINAULT VFC 1937                   357.183 METERS 10742     |
 GV4213| GV4249 NEXT VFC 1937                       APPROX. 0.5 KM 1634442.8 |
 GV4213|---------------------------------------------------------------------|
 GV4213
 GV4213                          SUPERSEDED SURVEY CONTROL
 GV4213
 GV4213  NAD 83(1993)-  37 25 39.70720(N)    076 21 57.88097(W) AD(       ) 3
 GV4213  NAD 83(1986)-  37 25 39.71625(N)    076 21 57.90949(W) AD(       ) 3
 GV4213  NAD 27      -  37 25 39.19700(N)    076 21 59.10500(W) AD(       ) 3
 GV4213
 GV4213.Superseded values are not recommended for survey control.
 GV4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4213.See file dsdata.txt to determine how the superseded data were derived.
 GV4213
 GV4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7913343196(NAD 83)
 GV4213_MARKER: U = CONCRETE POST
 GV4213_SETTING: 0 = UNSPECIFIED SETTING
 GV4213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4213
 GV4213  HISTORY     - Date     Condition        Report By
 GV4213  HISTORY     - 1937     MONUMENTED       VACF
 GV4213  HISTORY     - 1944     GOOD             CGS
 GV4213  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4213
 GV4213                          STATION DESCRIPTION
 GV4213
 GV4213'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4213'STATION IS ON NARROW POINT OF LAND, MARSH TO THE SW OF STATION.
 GV4213'
 GV4213'STATION IS MARKED BY A CONCRETE MARKER.
 GV4213
 GV4213                          STATION RECOVERY (1944)
 GV4213
 GV4213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4213'STATION RECOVERED IN GOOD CONDITION, 4 METERS FROM HIGH-WATER
 GV4213'LINE.  ORIGINAL DESCRIPTION AND SKETCH CORRECT AND ADEQUATE
 GV4213'FOR PRESENT-DAY RECOVERY.
 GV4213
 GV4213                          STATION RECOVERY (2002)
 GV4213
 GV4213'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2359 ***********************************************************************
 GW2359  DESIGNATION -  BOAZ MK
 GW2359  PID         -  GW2359
 GW2359  STATE/COUNTY-  VA/NELSON
 GW2359  USGS QUAD   -  SCHUYLER (1981)
 GW2359
 GW2359                         *CURRENT SURVEY CONTROL
 GW2359  ___________________________________________________________________
 GW2359* NAD 83(1993)-  37 51 38.58579(N)    078 44 29.48122(W)     ADJUSTED  
 GW2359* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 GW2359  ___________________________________________________________________
 GW2359  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 GW2359  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2359
 GW2359  HORZ ORDER  -  SECOND
 GW2359
 GW2359.The horizontal coordinates were established by classical geodetic methods
 GW2359.and adjusted by the National Geodetic Survey in November 1994..
 GW2359
 GW2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2359
 GW2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2359
 GW2359.The geoid height was determined by GEOID03.
 GW2359
 GW2359;                    North         East     Units Scale Factor Converg.
 GW2359;SPC VA S     - 1,169,533.177 3,478,746.818   MT  0.99998238   -0 08 47.7
 GW2359;SPC VA S     - 3,837,043.43 11,413,188.52   sFT  0.99998238   -0 08 47.7
 GW2359;UTM  17      - 4,192,765.539   698,675.540   MT  1.00008619   +1 23 11.7
 GW2359
 GW2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2359!SPC VA S     -   0.99995922  x   0.99998238  =   0.99994160
 GW2359!UTM  17      -   0.99995922  x   1.00008619  =   1.00004541
 GW2359
 GW2359|---------------------------------------------------------------------|
 GW2359| PID    Reference Object                     Distance      Geod. Az  |
 GW2359|                                                           dddmmss.s |
 GW2359| DC5155 BOAZ RM 1                            22.268 METERS 00046     |
 GW2359| GW0792 POLE                                APPROX. 2.5 KM 2321306.1 |
 GW2359|---------------------------------------------------------------------|
 GW2359
 GW2359                          SUPERSEDED SURVEY CONTROL
 GW2359
 GW2359  NAD 83(1986)-  37 51 38.57830(N)    078 44 29.46305(W) AD(       ) 2
 GW2359  NAD 27      -  37 51 38.06649(N)    078 44 30.39259(W) AD(       ) 2
 GW2359  NGVD 29 (07/19/86)  292.2    (m)          959.     (f) VERT ANG       
 GW2359
 GW2359.Superseded values are not recommended for survey control.
 GW2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2359.See file dsdata.txt to determine how the superseded data were derived.
 GW2359
 GW2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9867692766(NAD 83)
 GW2359_MARKER: DS = TRIANGULATION STATION DISK
 GW2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2359
 GW2359  HISTORY     - Date     Condition        Report By
 GW2359  HISTORY     - 1965     MONUMENTED       CGS
 GW2359  HISTORY     - 1975     GOOD             NGS
 GW2359
 GW2359                          STATION DESCRIPTION
 GW2359
 GW2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2359'THE STATION IS LOCATED ON THE SOUTH END OF BOAZ MOUNTAIN,
 GW2359'ABOUT 3 MILES SOUTH OF COVESVILLE, 1 MILE NORTH OF THE JUNCTION
 GW2359'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 6 AND ON MR. W.F. THURSTON
 GW2359'PROPERTY.
 GW2359'
 GW2359'TO REACH THE STATION FROM THE POST OFFICE IN COVESVILLE, GO
 GW2359'SOUTH ON U.S. HIGHWAY 29 FOR 3.1 MILES TO THE TOP OF A RIDGE
 GW2359'AND A TRACK ROAD ON THE RIGHT, THIS IS JUST BEFORE REACHING
 GW2359'COUNTY ROAD 615, TURN SHARP RIGHT ON THE TRACK ROAD AND
 GW2359'GO UP HILL FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GW2359'
 GW2359'STATION MARK IS 17 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 GW2359'17 FEET SOUTHWEST OF A 6-INCH TRIANGLE BLAZED OAK TREE AND
 GW2359'4.7 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 GW2359'DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS 2 INCHES,
 GW2359'AND IS STAMPED BOAZ 1965.
 GW2359'
 GW2359'REFERENCE MARK NO. 1 IS 6 FEET WEST OF THE CENTER OF THE
 GW2359'TRACK ROAD AND 2.7 FEET SOUTH OF A WITNESS SIGN.  THE MARK
 GW2359'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 GW2359'2 INCHES, AND IS STAMPED BOAZ NO 1 1965.
 GW2359
 GW2359                          STATION RECOVERY (1975)
 GW2359
 GW2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GW2359'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 GW2359'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GW2359'
 GW2359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 GW2359'COVESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4793 ***********************************************************************
 GV4793  DESIGNATION -  BOB
 GV4793  PID         -  GV4793
 GV4793  STATE/COUNTY-  VA/NEW KENT
 GV4793  USGS QUAD   -  WEST POINT (1986)
 GV4793
 GV4793                         *CURRENT SURVEY CONTROL
 GV4793  ___________________________________________________________________
 GV4793* NAD 83(1993)-  37 31 26.88801(N)    076 52 14.03933(W)     ADJUSTED  
 GV4793* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV4793  ___________________________________________________________________
 GV4793  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 GV4793  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 GV4793
 GV4793  HORZ ORDER  -  THIRD
 GV4793
 GV4793.The horizontal coordinates were established by classical geodetic methods
 GV4793.and adjusted by the National Geodetic Survey in November 1994..
 GV4793
 GV4793.The orthometric height was scaled from a topographic map.
 GV4793
 GV4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4793
 GV4793.The geoid height was determined by GEOID03.
 GV4793
 GV4793;                    North         East     Units Scale Factor Converg.
 GV4793;SPC VA S     - 1,133,392.805 3,644,022.515   MT  0.99994913   +0 59 20.2
 GV4793;SPC VA S     - 3,718,472.89 11,955,430.53   sFT  0.99994913   +0 59 20.2
 GV4793;UTM  18      - 4,154,662.816   334,706.072   MT  0.99993655   -1 08 22.6
 GV4793
 GV4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4793!SPC VA S     -   1.00000421  x   0.99994913  =   0.99995334
 GV4793!UTM  18      -   1.00000421  x   0.99993655  =   0.99994076
 GV4793
 GV4793|---------------------------------------------------------------------|
 GV4793| PID    Reference Object                     Distance      Geod. Az  |
 GV4793|                                                           dddmmss.s |
 GV4793| DC8999 BOB RM 1                              8.977 METERS 02615     |
 GV4793| DC9000 BOB RM 2                             12.383 METERS 08010     |
 GV4793| DC9001 BOB RM 3                             14.547 METERS 14350     |
 GV4793| DC9002 BOB RM 4                             27.828 METERS 29023     |
 GV4793| GV4943 HOUSE NEAR STATION WEST N CHIM      APPROX. 1.8 KM 3415942.9 |
 GV4793| GV4868 TIE                                 APPROX. 2.0 KM 3545631.5 |
 GV4793|---------------------------------------------------------------------|
 GV4793
 GV4793                          SUPERSEDED SURVEY CONTROL
 GV4793
 GV4793  NAD 83(1986)-  37 31 26.88946(N)    076 52 14.05495(W) AD(       ) 3
 GV4793  NAD 27      -  37 31 26.36500(N)    076 52 15.19400(W) AD(       ) 3
 GV4793
 GV4793.Superseded values are not recommended for survey control.
 GV4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4793.See file dsdata.txt to determine how the superseded data were derived.
 GV4793
 GV4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3470654663(NAD 83)
 GV4793_MARKER: I = METAL ROD
 GV4793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4793
 GV4793  HISTORY     - Date     Condition        Report By
 GV4793  HISTORY     - 1911     MONUMENTED       CGS
 GV4793  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4793  HISTORY     - 20010303 MARK NOT FOUND   NGS
 GV4793  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4793
 GV4793                          STATION DESCRIPTION
 GV4793
 GV4793'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4793'STATION IS ON THE S BANK OF THE PAMUNKEY RIVER ABOUT 5-1/2
 GV4793'MILES ABOVE WEST POINT, ON WHAT IS KNOWN AS THE ROBINSON PLACE,
 GV4793'AT ROBINSON PIER ON THE VERY PROMINENT HIGH POINT BUT NARROW,
 GV4793'AT N POINT OF AN OLD FIELD ABOUT 170 METERS DIRECTLY N OF OLD
 GV4793'HOUSE, 5.46 METERS W OF CENTER OF TRAMWAY AND 10 METERS BACK
 GV4793'FROM EXTREME POINT ON HIGH HARD LEVEL GROUND.
 GV4793'
 GV4793'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES,
 GV4793'TOP END 1/2 INCH ABOVE GROUND AND BEARING A TRIANGLE CAST IN THE
 GV4793'CEMENT, THE MARK BEING END OF IRON ROD 1/2 BY 1/2-INCH.
 GV4793'
 GV4793'REFERENCE MARK NO. 1 IS A NAIL IN CENTER OF TRIANGLE CUT ON
 GV4793'14-INCH OAK STANDING ON POINT, DISTANT 8.977 METERS ON LINE
 GV4793'31 DEG 18 MIN 16.9 SEC TO RIGHT OF LINE TO STATION TIE.
 GV4793'
 GV4793'REFERENCE MARK NO. 2 IS NAIL IN CENTER OF TRIANGLE ON 8-INCH
 GV4793'WHITE OAK DISTANT 12.383 METERS ON LINE 85 DEG 13 MIN 55.6 SEC
 GV4793'TO RIGHT OF STATION TIE.
 GV4793'
 GV4793'REFERENCE MARK NO. 3 IS A NAIL IN CENTER OF TRIANGLE ON WILD
 GV4793'CHERRY TREE, DISTANT 14.547 METERS ON LINE 148 DEG 53 MIN 01.9 SEC
 GV4793'TO RIGHT OF STATION TIE.
 GV4793'
 GV4793'REFERENCE MARK NO. 4 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES SET
 GV4793'ON EDGE OF WOODS ON EQUALLY HIGH GROUND.  CENTER MARKED BY
 GV4793'TOP END OF IRON ROD DISTANT 27.828 METERS ON LINE 295 DEG 26 MIN
 GV4793'20.6 SEC TO RIGHT OF LINE TO STATION TIE.
 GV4793
 GV4793                          STATION RECOVERY (2000)
 GV4793
 GV4793'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4793'MARK NOT FOUND.
 GV4793
 GV4793                          STATION RECOVERY (2001)
 GV4793
 GV4793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4793'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4793
 GV4793                          STATION RECOVERY (2005)
 GV4793
 GV4793'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6365 ***********************************************************************
 JV6365  DESIGNATION -  BOB
 JV6365  PID         -  JV6365
 JV6365  STATE/COUNTY-  VA/FAIRFAX
 JV6365  USGS QUAD   -  SENECA (1994)
 JV6365
 JV6365                         *CURRENT SURVEY CONTROL
 JV6365  ___________________________________________________________________
 JV6365* NAD 83(1993)-  39 02 02.18796(N)    077 19 10.88231(W)     ADJUSTED  
 JV6365* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 JV6365  ___________________________________________________________________
 JV6365  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 JV6365  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JV6365
 JV6365  HORZ ORDER  -  SECOND
 JV6365
 JV6365.The horizontal coordinates were established by classical geodetic methods
 JV6365.and adjusted by the National Geodetic Survey in November 1994..
 JV6365
 JV6365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6365
 JV6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6365
 JV6365.The geoid height was determined by GEOID03.
 JV6365
 JV6365;                    North         East     Units Scale Factor Converg.
 JV6365;SPC VA N     - 2,152,426.070 3,602,191.788   MT  0.99997475   +0 44 12.0
 JV6365;SPC VA N     - 7,061,751.20 11,818,190.89   sFT  0.99997475   +0 44 12.0
 JV6365;SPC MD       -   151,822.495   372,321.021   MT  0.99995364   -0 12 02.3
 JV6365;SPC MD       -   498,104.30  1,221,523.22   sFT  0.99995364   -0 12 02.3
 JV6365;UTM  18      - 4,323,103.559   299,218.553   MT  1.00009642   -1 27 41.0
 JV6365
 JV6365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6365!SPC VA N     -   0.99998882  x   0.99997475  =   0.99996357
 JV6365!SPC MD       -   0.99998882  x   0.99995364  =   0.99994246
 JV6365!UTM  18      -   0.99998882  x   1.00009642  =   1.00008524
 JV6365
 JV6365                          SUPERSEDED SURVEY CONTROL
 JV6365
 JV6365  NAD 83(1993)-  39 02 02.18743(N)    077 19 10.88360(W) AD(       ) 2
 JV6365  NAD 83(1986)-  39 02 02.18768(N)    077 19 10.89358(W) AD(       ) 2
 JV6365  NGVD 29 (01/12/90)  103.2    (m)          339.     (f) VERT ANG       
 JV6365
 JV6365.Superseded values are not recommended for survey control.
 JV6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6365.See file dsdata.txt to determine how the superseded data were derived.
 JV6365
 JV6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9921923104(NAD 83)
 JV6365_MARKER: DE = TRAVERSE STATION DISK
 JV6365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV6365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6365+STABILITY: SURFACE MOTION
 JV6365
 JV6365  HISTORY     - Date     Condition        Report By
 JV6365  HISTORY     - 1975     MONUMENTED       VA-059
 JV6365  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 JV6365
 JV6365                          STATION DESCRIPTION
 JV6365
 JV6365'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 JV6365'THE STATION IS LOCATED ABOUT 5.64 MILES NORTHEAST OF HERNDON, 3.03
 JV6365'MILES NORTHWEST OF GREAT FALLS AND 2.65 MILES NORTHEAST OF
 JV6365'DRAINSVILLE OFF OF THIMBLEBERRY LANE ON THE LEFT ON THE PIPE LINE.
 JV6365'SEE FAIRFAX TAX MAP 3-3, ADDRESS 10908.
 JV6365'
 JV6365'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 123 AND ROUTE 7
 JV6365'AT TYSONS CORNER, PROCEED WESTERLY ALONG LEESBURG PIKE, ROUTE 7, FOR
 JV6365'8.7 MILES TO THE INTERSECTION WITH GEORGETOWN PIKE, ROUTE 193. TURN
 JV6365'ONTO ROUTE 193 AND FOLLOW SAME FOR 0.1 MILES TO THE INTERSECTION WITH
 JV6365'SENECA ROAD, ROUTE 602. TURN LEFT ONTO SENECA ROAD AND CONTINUE ON
 JV6365'SAME FOR 2.5 MILES TO THE INTERSECTION WITH BEACH MILL ROAD, ROUTE
 JV6365'603. TURN RIGHT, EAST, AND PROCEED FOR 0.6 MILES TO THE INTERSECTION
 JV6365'WITH MONTPELIER ROAD ON THE LEFT. TURN LEFT, NORTH, AND FOLLOW
 JV6365'MONTPELIER ROAD FOR 0.3 MILES TO WHERE TURNS RIGHT AND IS RENAMED,
 JV6365'THIMBLEBERRY LANE. FOLLOW THIMBLEBERRY LANE FOR 0.6 MILES UNTIL IT
 JV6365'DEAD ENDS AND STATION BOB IS ON THE LEFT, ON THE PIPELINE EASEMENT. A
 JV6365'WITNESS POST IS SET FIVE FEET WEST OF THE MONUMENT.
 JV6365'
 JV6365'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---BOB
 JV6365'1975--- SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH
 JV6365'WITH GROUND LOCATED 71.4 FEET NW FROM A METAL GAS LINE MARKER, IN THE
 JV6365'PASTURE, 71.0 FEET NW FROM A COW PASTURE FENCE, AND
 JV6365'30 FEET N FROM THE CENTERLINE OF THIMBLEBERRY LANE.
 JV6365'
 JV6365'REFERENCE MARK NO. 01 IS A PK NAIL IN A FOUR INCH PINE TREE LOCATED 30
 JV6365'FEET S FROM RM 2.
 JV6365'
 JV6365'REFERENCE MARK NO. 02 IS A PK NAIL IN A FOUR INCH OAK TREE LOCATED 25
 JV6365'FEET W FROM THE CENTERLINE OF THE GAS LINE EASEMENT.
 JV6365
 JV6365                          STATION RECOVERY (1997)
 JV6365
 JV6365'RECOVERY NOTE BY US POWER SQUADRON 1997
 JV6365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4214 ***********************************************************************
 GV4214  DESIGNATION -  BOB VFC 1937
 GV4214  PID         -  GV4214
 GV4214  STATE/COUNTY-  VA/MATHEWS
 GV4214  USGS QUAD   -  MATHEWS (1965)
 GV4214
 GV4214                         *CURRENT SURVEY CONTROL
 GV4214  ___________________________________________________________________
 GV4214* NAD 83(1993)-  37 24 59.08428(N)    076 21 09.23500(W)     ADJUSTED  
 GV4214* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4214  ___________________________________________________________________
 GV4214  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 GV4214  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 GV4214
 GV4214  HORZ ORDER  -  THIRD
 GV4214
 GV4214.The horizontal coordinates were established by classical geodetic methods
 GV4214.and adjusted by the National Geodetic Survey in September 1995..
 GV4214
 GV4214.The orthometric height was scaled from a topographic map.
 GV4214
 GV4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4214
 GV4214.The geoid height was determined by GEOID03.
 GV4214
 GV4214;                    North         East     Units Scale Factor Converg.
 GV4214;SPC VA S     - 1,122,356.568 3,690,072.633   MT  0.99994576   +1 18 12.0
 GV4214;SPC VA S     - 3,682,264.84 12,106,513.30   sFT  0.99994576   +1 18 12.0
 GV4214;UTM  18      - 4,141,926.442   380,310.578   MT  0.99977646   -0 49 18.9
 GV4214
 GV4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4214!SPC VA S     -   1.00000553  x   0.99994576  =   0.99995129
 GV4214!UTM  18      -   1.00000553  x   0.99977646  =   0.99978199
 GV4214
 GV4214|---------------------------------------------------------------------|
 GV4214| PID    Reference Object                     Distance      Geod. Az  |
 GV4214|                                                           dddmmss.s |
 GV4214| GV4248 NAT VFC 1937                        394.598 METERS 29906     |
 GV4214| GV4262 THURSTON VFC 1937                   456.470 METERS 3570003.1 |
 GV4214|---------------------------------------------------------------------|
 GV4214
 GV4214                          SUPERSEDED SURVEY CONTROL
 GV4214
 GV4214  NAD 83(1993)-  37 24 59.08494(N)    076 21 09.23382(W) AD(       ) 3
 GV4214  NAD 83(1986)-  37 24 59.09420(N)    076 21 09.26241(W) AD(       ) 3
 GV4214  NAD 27      -  37 24 58.57700(N)    076 21 10.46100(W) AD(       ) 3
 GV4214
 GV4214.Superseded values are not recommended for survey control.
 GV4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4214.See file dsdata.txt to determine how the superseded data were derived.
 GV4214
 GV4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8031141926(NAD 83)
 GV4214_MARKER: U = CONCRETE POST
 GV4214_SETTING: 0 = UNSPECIFIED SETTING
 GV4214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4214
 GV4214  HISTORY     - Date     Condition        Report By
 GV4214  HISTORY     - 1937     MONUMENTED       VACF
 GV4214  HISTORY     - 1944     GOOD             CGS
 GV4214  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4214
 GV4214                          STATION DESCRIPTION
 GV4214
 GV4214'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4214'STATION IS ON THE WESTERN SIDE OF A POINT OF LAND IN FRONT
 GV4214'OF CAPTAIN ROB. HUDGINS HOUSE.
 GV4214'
 GV4214'STATION IS MARKED BY A CONCRETE MARKER.
 GV4214
 GV4214                          STATION RECOVERY (1944)
 GV4214
 GV4214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4214'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 GV4214'AND SKETCH CORRECT AND ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4214'CAPT. ROB. HUDGINS IS DECEASED, BUT FAMILY STILL OCCUPIES HOME
 GV4214'JUST S OF STATION.
 GV4214
 GV4214                          STATION RECOVERY (2002)
 GV4214
 GV4214'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4663 ***********************************************************************
 GV4663  DESIGNATION -  BOBS
 GV4663  PID         -  GV4663
 GV4663  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4663  USGS QUAD   -  RUNNYMEDE (1986)
 GV4663
 GV4663                         *CURRENT SURVEY CONTROL
 GV4663  ___________________________________________________________________
 GV4663* NAD 83(1993)-  37 01 13.22784(N)    076 45 33.05950(W)     ADJUSTED  
 GV4663* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 GV4663  ___________________________________________________________________
 GV4663  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV4663  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 GV4663
 GV4663  HORZ ORDER  -  SECOND
 GV4663
 GV4663.The horizontal coordinates were established by classical geodetic methods
 GV4663.and adjusted by the National Geodetic Survey in September 1995..
 GV4663
 GV4663.The orthometric height was scaled from a topographic map.
 GV4663
 GV4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4663
 GV4663.The geoid height was determined by GEOID03.
 GV4663
 GV4663;                    North         East     Units Scale Factor Converg.
 GV4663;SPC VA S     - 1,077,668.342 3,654,897.318   MT  0.99996365   +1 03 23.6
 GV4663;SPC VA S     - 3,535,650.22 11,991,108.95   sFT  0.99996365   +1 03 23.6
 GV4663;UTM  18      - 4,098,575.619   343,509.678   MT  0.99990169   -1 03 33.9
 GV4663
 GV4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4663!SPC VA S     -   1.00000139  x   0.99996365  =   0.99996504
 GV4663!UTM  18      -   1.00000139  x   0.99990169  =   0.99990308
 GV4663
 GV4663|---------------------------------------------------------------------|
 GV4663| PID    Reference Object                     Distance      Geod. Az  |
 GV4663|                                                           dddmmss.s |
 GV4663| DC9004 BOBS RM 2                            49.606 METERS 01232     |
 GV4663| DC9003 BOBS AZ MK                                         1534521.8 |
 GV4663| GV4662 VA 89 FT                             11.750 METERS 24354     |
 GV4663| GV4665 SURRY FIRE LOOKOUT TOWER            APPROX.12.7 KM 3012804.6 |
 GV4663|---------------------------------------------------------------------|
 GV4663
 GV4663                          SUPERSEDED SURVEY CONTROL
 GV4663
 GV4663  NAD 83(1986)-  37 01 13.23244(N)    076 45 33.08665(W) AD(       ) 2
 GV4663  NAD 27      -  37 01 12.69500(N)    076 45 34.23200(W) AD(       ) 2
 GV4663
 GV4663.Superseded values are not recommended for survey control.
 GV4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4663.See file dsdata.txt to determine how the superseded data were derived.
 GV4663
 GV4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4351098576(NAD 83)
 GV4663_MARKER: DS = TRIANGULATION STATION DISK
 GV4663_SETTING: 0 = UNSPECIFIED SETTING
 GV4663
 GV4663  HISTORY     - Date     Condition        Report By
 GV4663  HISTORY     - 1944     MONUMENTED       CGS
 GV4663  HISTORY     - 1960     GOOD             CGS
 GV4663
 GV4663                          STATION DESCRIPTION
 GV4663
 GV4663'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 GV4663'STATION IS LOCATED ABOUT 11 MILES NE OF THE TOWN OF IVOR, 7-1/2
 GV4663'MILES N BY W OF THE TOWN OF SMITHFIELD, AND 0.15 MILE NW OF THE
 GV4663'DELK STORE WHICH IS KNOWN AS BOBS STORE.  IT IS ON PROPERTY OWNED
 GV4663'BY MR. DELK, AT THE JUNCTION OF STATE ROADS 621 AND 626, 39 FEET
 GV4663'E OF THE CENTER LINE OF ROAD 621, 12 FEET N OF A FENCELINE, AND
 GV4663'31 FEET NE OF A FENCE CORNER.  IT IS STAMPED BOBS 1944 AND IS
 GV4663'FLUSH WITH THE GROUND.
 GV4663'
 GV4663'SURFACE, UNDERGROUND, REFERENCE MARK 2, AND AZIMUTH MARK ARE
 GV4663'BRONZE DISKS SET IN CONCRETE.
 GV4663'
 GV4663'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK.
 GV4663'IT IS SW OF THE STATION, 19 FEET E OF THE CENTER LINE OF STATE
 GV4663'ROAD 621, 1 FOOT W OF A FENCE, AND 8 FEET S OF A FENCE CORNER.
 GV4663'IT IS AN IRON PIPE WITH BRONZE CAP PROJECTING 1 FOOT AND IS
 GV4663'STAMPED VA 1917 89 FT.
 GV4663'
 GV4663'REFERENCE MARK 2 IS N BY W OF THE STATION, 26 FEET W OF THE
 GV4663'CENTER LINE OF STATE ROAD 621, 17 FEET N OF THE CENTER LINE
 GV4663'OF A FARM LANE, AND 2 FEET E OF A FENCE.  IT IS STAMPED BOBS NO 2
 GV4663'1944 AND PROJECTS ABOUT 6 INCHES.
 GV4663'
 GV4663'AZIMUTH MARK IS SE OF THE STATION, 22 FEET N OF THE CENTER LINE OF
 GV4663'STATE HIGHWAY 312, 1 FOOT N OF A FENCELINE, AND 22 FEET W OF
 GV4663'A FENCE CORNER.  IT IS STAMPED BOBS 1944 AND PROJECTS ABOUT
 GV4663'8 INCHES.  TO REACH MARK FROM THE STATION, GO S FOR 0.15 MILE TO
 GV4663'STATE HIGHWAY 312, TURN LEFT AND GO E FOR 0.2 MILE TO THE MARK ON
 GV4663'THE LEFT.
 GV4663'
 GV4663'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 312 AND
 GV4663'U.S. HIGHWAY 460 IN IVOR, GO N ON HIGHWAY 312 (THIS IS ALSO STATE
 GV4663'ROAD 621) FOR 5.45 MILES TO A T-ROAD, TURN RIGHT AND GO E AND N
 GV4663'ON HIGHWAY 312 FOR 2.2 MILES, THEN TURN RIGHT, FOLLOWING HIGHWAY
 GV4663'312 FOR 0.95 MILE TO A FORK.  TAKE THE LEFT FORK (HIGHWAY 312)
 GV4663'AND GO 2.95 MILES TO A T-ROAD, TURN LEFT (N) CONTINUING ON
 GV4663'HIGHWAY 312 FOR 1.35 MILES TO BOBS STORE ON THE LEFT AND WHERE
 GV4663'HIGHWAY 312 TURNS RIGHT.  CONTINUE N ON STATE ROAD 621 FOR
 GV4663'0.15 MILE TO JUNCTION WITH STATE ROAD 626, AND THE STATION ON
 GV4663'THE RIGHT.
 GV4663'
 GV4663'A 103-FOOT TOWER WAS USED.
 GV4663
 GV4663                          STATION RECOVERY (1960)
 GV4663
 GV4663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4663'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 GV4663'GOOD CONDITION.  ADDITIONAL WITNESS POINTS ARE--THE PROPERTY IS
 GV4663'OWNED BY E.T.HALL.  THE STATION MARK IS 20 FEET EAST OF A POWER
 GV4663'POLE AND 96.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 GV4663'THE AZIMUTH MARK IS 2 FEET NORTH OF A CGS WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3141 ***********************************************************************
 FX3141  DESIGNATION -  BOG 1912
 FX3141  PID         -  FX3141
 FX3141  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3141  USGS QUAD   -  DEEP CREEK (1986)
 FX3141
 FX3141                         *CURRENT SURVEY CONTROL
 FX3141  ___________________________________________________________________
 FX3141* NAD 83(1993)-  36 43 31.01953(N)    076 15 30.60148(W)     ADJUSTED  
 FX3141* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3141  ___________________________________________________________________
 FX3141  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 FX3141  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX3141
 FX3141  HORZ ORDER  -  THIRD
 FX3141
 FX3141.The horizontal coordinates were established by classical geodetic methods
 FX3141.and adjusted by the National Geodetic Survey in September 1995..
 FX3141
 FX3141.The orthometric height was scaled from a topographic map.
 FX3141
 FX3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3141
 FX3141.The geoid height was determined by GEOID03.
 FX3141
 FX3141;                    North         East     Units Scale Factor Converg.
 FX3141;SPC VA S     - 1,045,873.632 3,700,217.858   MT  1.00000777   +1 21 37.5
 FX3141;SPC VA S     - 3,431,337.07 12,139,798.09   sFT  1.00000777   +1 21 37.5
 FX3141;UTM  18      - 4,065,135.954   387,619.429   MT  0.99975559   -0 45 09.5
 FX3141
 FX3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3141!SPC VA S     -   1.00000556  x   1.00000777  =   1.00001333
 FX3141!UTM  18      -   1.00000556  x   0.99975559  =   0.99976115
 FX3141
 FX3141:                Primary Azimuth Mark                     Grid Az
 FX3141:SPC VA S     -  LOCK                                     091 46 10.7
 FX3141:UTM  18      -  LOCK                                     093 52 57.7
 FX3141
 FX3141|---------------------------------------------------------------------|
 FX3141| PID    Reference Object                     Distance      Geod. Az  |
 FX3141|                                                           dddmmss.s |
 FX3141| FX3136 LOCK                                APPROX. 0.9 KM 0930748.2 |
 FX3141| FX3154 RICH 1912                           314.840 METERS 22730     |
 FX3141|---------------------------------------------------------------------|
 FX3141
 FX3141                          SUPERSEDED SURVEY CONTROL
 FX3141
 FX3141  NAD 83(1986)-  36 43 31.02564(N)    076 15 30.63619(W) AD(       ) 3
 FX3141  NAD 27      -  36 43 30.49100(N)    076 15 31.85000(W) AD(       ) 3
 FX3141
 FX3141.Superseded values are not recommended for survey control.
 FX3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3141.See file dsdata.txt to determine how the superseded data were derived.
 FX3141
 FX3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8761965136(NAD 83)
 FX3141_MARKER: N = NAIL
 FX3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3141+STABILITY: SURFACE MOTION
 FX3141
 FX3141  HISTORY     - Date     Condition        Report By
 FX3141  HISTORY     - 1912     MONUMENTED       CGS
 FX3141  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3141
 FX3141                          STATION DESCRIPTION
 FX3141
 FX3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3141'STATION IS LOCATED ON THE N SIDE OF THE SOUTHERN BRANCH OF
 FX3141'ELIZABETH RIVER.  THE RICHMOND CEDAR WORKS ARE SW OF IT ON THE
 FX3141'OTHER SIDE OF THE RIVER.  THE STATION IS ON SEMI-MARSHY LAND.
 FX3141'PINE TREE WOODS SURROUND IT ABOUT 300 TO 400 FEET OFF ON THE N
 FX3141'AND E SIDES.
 FX3141'
 FX3141'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED 2
 FX3141'FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3141'PROJECTING ABOUT 2 INCHES.  TOP MARKED 1912 C.G.S.  NAIL IN CENTER
 FX3141'MARKS STATION POINT.
 FX3141
 FX3141                          STATION RECOVERY (2004)
 FX3141
 FX3141'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6889 ***********************************************************************
 DF6889  DESIGNATION -  BOGGS
 DF6889  PID         -  DF6889
 DF6889  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6889  USGS QUAD   -  LAKE ANNA WEST (1983)
 DF6889
 DF6889                         *CURRENT SURVEY CONTROL
 DF6889  ___________________________________________________________________
 DF6889* NAD 83(1993)-  38 04 46.52757(N)    077 46 13.52250(W)     ADJUSTED  
 DF6889* NAVD 88     -       103.0    (meters)     338.     (feet)  GPS OBS   
 DF6889  ___________________________________________________________________
 DF6889  X           -   1,064,874.746 (meters)                     COMP
 DF6889  Y           -  -4,912,960.872 (meters)                     COMP
 DF6889  Z           -   3,912,445.379 (meters)                     COMP
 DF6889  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DF6889  ELLIP HEIGHT-          70.70  (meters)          (08/08/03) GPS OBS
 DF6889  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6889
 DF6889  HORZ ORDER  -  FIRST
 DF6889  ELLP ORDER  -  FOURTH    CLASS II
 DF6889
 DF6889.The horizontal coordinates were established by GPS observations
 DF6889.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6889
 DF6889.The orthometric height was determined by GPS observations and a
 DF6889.high-resolution geoid model.
 DF6889
 DF6889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6889
 DF6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6889
 DF6889.The ellipsoidal height was determined by GPS observations
 DF6889.and is referenced to NAD 83.
 DF6889
 DF6889.The geoid height was determined by GEOID03.
 DF6889
 DF6889;                    North         East     Units Scale Factor Converg.
 DF6889;SPC VA N     - 2,046,088.078 3,564,010.056   MT  0.99999216   +0 27 19.2
 DF6889;SPC VA N     - 6,712,873.97 11,692,922.99   sFT  0.99999216   +0 27 19.2
 DF6889;UTM  18      - 4,218,270.763   257,004.520   MT  1.00032729   -1 42 34.2
 DF6889
 DF6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6889!SPC VA N     -   0.99998891  x   0.99999216  =   0.99998107
 DF6889!UTM  18      -   0.99998891  x   1.00032729  =   1.00031619
 DF6889
 DF6889|---------------------------------------------------------------------|
 DF6889| PID    Reference Object                     Distance      Geod. Az  |
 DF6889|                                                           dddmmss.s |
 DF6889| DF6890 BOGGS AZ                            307.114 METERS 23621     |
 DF6889|---------------------------------------------------------------------|
 DF6889
 DF6889                          SUPERSEDED SURVEY CONTROL
 DF6889
 DF6889.No superseded survey control is available for this station.
 DF6889
 DF6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5700518271(NAD 83)
 DF6889_MARKER: DD = SURVEY DISK
 DF6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6889_STAMPING: BOGGS 2003
 DF6889_MARK LOGO: VA-177
 DF6889_PROJECTION: FLUSH
 DF6889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6889+STABILITY: SURFACE MOTION
 DF6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6889+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6889
 DF6889  HISTORY     - Date     Condition        Report By
 DF6889  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6889
 DF6889                          STATION DESCRIPTION
 DF6889
 DF6889'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6889'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6889'THE STATION IS
 DF6889'ABOUT 23 MILES SOUTHWEST OF FREDERICKSBURG, 13 MILES SOUTHWEST OF THE
 DF6889'SPOTSYLVANIA
 DF6889'COUNTY COURTHOUSE AND 21 MILES SOUTHEAST OF ORANGE.
 DF6889' 
 DF6889'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6889'ROAD) AND US
 DF6889'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6889'ROUTE 606 FOR
 DF6889'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6889'ON STATE ROUTE 208
 DF6889'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6889'(BLOCKHOUSE ROAD).  CONTINUE
 DF6889'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6889'INTERSECTION.  TURN LEFT
 DF6889'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6889'STATE ROUTE 602
 DF6889'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6889'SOUTHWESTERLY ON STATE
 DF6889'ROUTE 208 FOR 5.3 KM (3.3 MILES) TO AN INTERSECTION.  TURN LEFT AND GO
 DF6889'SOUTHEASTERLY ON
 DF6889'STATE ROUTE 601 (LEWISTON ROAD) FOR 3.2 KM (2.0 MILES) TO AN
 DF6889'INTERSECTION.  TURN RIGHT AND
 DF6889'GO SOUTHWESTERLY ON STATE ROUTE 713 (BOGGS DRIVE) FOR 1.1 KM (0.7
 DF6889'MILE) TO THE STATION ON
 DF6889'THE LEFT.
 DF6889' 
 DF6889'THE STATION IS 30.2 METERS (99.2 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF6889'330 DEGREES) OF A
 DF6889'UTILITY POLE, 24.1 METERS (79.2 FEET) EAST (MAGNETIC BEARING OF 90
 DF6889'DEGREES) OF A TELEPHONE
 DF6889'PEDESTAL WITH THE NUMBER 3-9, 10.7 METERS (35.0 FEET) SOUTHEAST
 DF6889'(MAGNETIC BEARING OF 160
 DF6889'DEGREES) OF A BARBWIRE FENCE, 1.3 METERS (4.4 FEET) SOUTH OF THE EDGE
 DF6889'OF PAVEMENT OF
 DF6889'BOGGS DRIVE (STATE ROUTE 713), AND 0.3 METER (1.0 F00T) NORTHWEST
 DF6889'(MAGNETIC BEARING OF 340
 DF6889'DEGREES) OF A SPOTSYLVANIA COUNTY WITNESS POST.  STATION BOGGS IS
 DF6889'INTERVISIBLE WITH
 DF6889'STATION BOGGS AZ.  THE STATION IS A 3-1/2 INCH SPOTSYLVANIA COUNTY,
 DF6889'VA,  ALUMINUM SURVEY
 DF6889'DISK SET INTO A POURED IN PLACE CONCRETE MONUMENT 8 INCHES IN DIAMETER
 DF6889'FLUSH WITH THE
 DF6889'GROUND SURFACE AND STAMPED BOGGS 2003.
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889' 
 DF6889'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6890 ***********************************************************************
 DF6890  DESIGNATION -  BOGGS AZ
 DF6890  PID         -  DF6890
 DF6890  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6890  USGS QUAD   -  LAKE ANNA WEST (1983)
 DF6890
 DF6890                         *CURRENT SURVEY CONTROL
 DF6890  ___________________________________________________________________
 DF6890* NAD 83(1993)-  38 04 41.00754(N)    077 46 24.01166(W)     ADJUSTED  
 DF6890* NAVD 88     -       100.4    (meters)     329.     (feet)  GPS OBS   
 DF6890  ___________________________________________________________________
 DF6890  X           -   1,064,646.694 (meters)                     COMP
 DF6890  Y           -  -4,913,115.560 (meters)                     COMP
 DF6890  Z           -   3,912,309.764 (meters)                     COMP
 DF6890  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DF6890  ELLIP HEIGHT-          68.04  (meters)          (08/08/03) GPS OBS
 DF6890  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6890
 DF6890  HORZ ORDER  -  FIRST
 DF6890  ELLP ORDER  -  FOURTH    CLASS II
 DF6890
 DF6890.The horizontal coordinates were established by GPS observations
 DF6890.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6890
 DF6890.The orthometric height was determined by GPS observations and a
 DF6890.high-resolution geoid model.
 DF6890
 DF6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6890
 DF6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6890
 DF6890.The ellipsoidal height was determined by GPS observations
 DF6890.and is referenced to NAD 83.
 DF6890
 DF6890.The geoid height was determined by GEOID03.
 DF6890
 DF6890;                    North         East     Units Scale Factor Converg.
 DF6890;SPC VA N     - 2,045,915.859 3,563,755.776   MT  0.99999241   +0 27 12.7
 DF6890;SPC VA N     - 6,712,308.95 11,692,088.74   sFT  0.99999241   +0 27 12.7
 DF6890;UTM  18      - 4,218,108.218   256,743.829   MT  1.00032885   -1 42 40.5
 DF6890
 DF6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6890!SPC VA N     -   0.99998932  x   0.99999241  =   0.99998173
 DF6890!UTM  18      -   0.99998932  x   1.00032885  =   1.00031817
 DF6890
 DF6890|---------------------------------------------------------------------|
 DF6890| PID    Reference Object                     Distance      Geod. Az  |
 DF6890|                                                           dddmmss.s |
 DF6890| DF6889 BOGGS                               307.114 METERS 05621     |
 DF6890|---------------------------------------------------------------------|
 DF6890
 DF6890                          SUPERSEDED SURVEY CONTROL
 DF6890
 DF6890.No superseded survey control is available for this station.
 DF6890
 DF6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5674418108(NAD 83)
 DF6890_MARKER: DD = SURVEY DISK
 DF6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6890_STAMPING: BOGGS AZ 2003
 DF6890_MARK LOGO: VA-177
 DF6890_PROJECTION: FLUSH
 DF6890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6890+STABILITY: SURFACE MOTION
 DF6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6890+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6890
 DF6890  HISTORY     - Date     Condition        Report By
 DF6890  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6890
 DF6890                          STATION DESCRIPTION
 DF6890
 DF6890'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6890'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6890'THE STATION IS
 DF6890'ABOUT 23 MILES SOUTHWEST OF FREDERICKSBURG, 13 MILES SOUTHWEST OF THE
 DF6890'SPOTSYLVANIA
 DF6890'COUNTY COURTHOUSE AND 21 MILES SOUTHEAST OF ORANGE.
 DF6890' 
 DF6890'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6890'ROAD) AND US
 DF6890'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6890'ROUTE 606 FOR
 DF6890'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6890'ON STATE ROUTE 208
 DF6890'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6890'(BLOCKHOUSE ROAD).  CONTINUE
 DF6890'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6890'INTERSECTION.  TURN LEFT
 DF6890'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6890'STATE ROUTE 602
 DF6890'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6890'SOUTHWESTERLY ON STATE
 DF6890'ROUTE 208 FOR 5.3 KM (3.3 MILES) AN INTERSECTION.  TURN LEFT AND GO
 DF6890'SOUTHEASTERLY ON STATE
 DF6890'ROUTE 601 (LEWISTON ROAD) FOR 3.2 KM (2.0 MILES) TO AN INTERSECTION.
 DF6890'TURN RIGHT AND GO
 DF6890'SOUTHWESTERLY ON STATE ROUTE 713 (BOGGS DRIVE) FOR 1.4 KM (0.9 MILE)
 DF6890'TO THE STATION ON
 DF6890'THE RIGHT.
 DF6890' 
 DF6890'THE STATION IS 20.7 METERS (68.0 FEET) NORTHEAST (MAGNETIC BEARING OF
 DF6890'20 DEGREES) OF A
 DF6890'UTILITY POLE WITH THE NUMBER 416-34-515-055, 16.5 METERS (54.0 FEET)
 DF6890'SOUTHWEST (MAGNETIC
 DF6890'BEARING OF 210 DEGREES) OF A FENCE CORNER POST, 4.5 METERS (14.6 FEET)
 DF6890'SOUTHWEST
 DF6890'(MAGNETIC BEARING OF 225 DEGREES) OF A ROAD CURVE WARNING SIGN, 2.3
 DF6890'METERS (7.4 FEET)
 DF6890'SOUTHEAST (MAGNETIC BEARING OF 145 DEGREES) OF A BARBWIRE FENCE, 1.5
 DF6890'METERS (5.0 FEET)
 DF6890'NORTHWEST OF THE EDGE OF PAVEMENT OF BOGGS DRIVE (STATE ROUTE 713) AND
 DF6890'0.4 METER (1.2
 DF6890'FEET) SOUTHEAST (MAGNETIC BEARING OF 145 DEGREES) OF A SPOTSYLVANIA
 DF6890'COUNTY WITNESS
 DF6890'POST.  STATION BOGGS AZ IS INTERVISIBLE WITH STATION BOGGS.  THE
 DF6890'STATION IS A 3-1/2 INCH
 DF6890'SPOTSYLVANIA COUNTY, VA,  ALUMINUM SURVEY DISK SET INTO A POURED IN
 DF6890'PLACE CONCRETE
 DF6890'MONUMENT 8 INCHES IN DIAMETER FLUSH WITH THE GROUND SURFACE AND
 DF6890'STAMPED BOGGS AZ
 DF6890'2003.
 DF6890' 
 DF6890' 
 DF6890' 
 DF6890' 
 DF6890' 
 DF6890'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0779 ***********************************************************************
 FW0779  DESIGNATION -  BOGUE VFC 1933
 FW0779  PID         -  FW0779
 FW0779  STATE/COUNTY-  VA/ACCOMACK
 FW0779  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0779
 FW0779                         *CURRENT SURVEY CONTROL
 FW0779  ___________________________________________________________________
 FW0779* NAD 83(1993)-  37 51 46.71827(N)    075 28 45.26587(W)     ADJUSTED  
 FW0779* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0779  ___________________________________________________________________
 FW0779  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FW0779  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0779
 FW0779  HORZ ORDER  -  THIRD
 FW0779
 FW0779.The horizontal coordinates were established by classical geodetic methods
 FW0779.and adjusted by the National Geodetic Survey in November 1994..
 FW0779
 FW0779.The orthometric height was scaled from a topographic map.
 FW0779
 FW0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0779
 FW0779.The geoid height was determined by GEOID03.
 FW0779
 FW0779;                    North         East     Units Scale Factor Converg.
 FW0779;SPC VA S     - 1,174,009.094 3,765,763.697   MT  0.99998272   +1 50 00.1
 FW0779;SPC VA S     - 3,851,728.17 12,354,843.06   sFT  0.99998272   +1 50 00.1
 FW0779;UTM  18      - 4,190,720.451   457,845.672   MT  0.99962189   -0 17 38.9
 FW0779
 FW0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0779!SPC VA S     -   1.00000578  x   0.99998272  =   0.99998850
 FW0779!UTM  18      -   1.00000578  x   0.99962189  =   0.99962767
 FW0779
 FW0779:                Primary Azimuth Mark                     Grid Az
 FW0779:SPC VA S     -  TAYLOR VFC 1933                          311 44 57.7
 FW0779:UTM  18      -  TAYLOR VFC 1933                          313 52 36.7
 FW0779
 FW0779|---------------------------------------------------------------------|
 FW0779| PID    Reference Object                     Distance      Geod. Az  |
 FW0779|                                                           dddmmss.s |
 FW0779| FW0835 TAYLOR VFC 1933                     APPROX. 2.0 KM 3133457.8 |
 FW0779|---------------------------------------------------------------------|
 FW0779
 FW0779                          SUPERSEDED SURVEY CONTROL
 FW0779
 FW0779  NAD 83(1993)-  37 51 46.71659(N)    075 28 45.27160(W) AD(       ) 3
 FW0779  NAD 83(1986)-  37 51 46.71530(N)    075 28 45.30288(W) AD(       ) 3
 FW0779  NAD 27      -  37 51 46.26229(N)    075 28 46.57750(W) AD(       ) 3
 FW0779
 FW0779.Superseded values are not recommended for survey control.
 FW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0779.See file dsdata.txt to determine how the superseded data were derived.
 FW0779
 FW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5784690720(NAD 83)
 FW0779_MARKER: Z = SEE DESCRIPTION
 FW0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0779+STABILITY: SURFACE MOTION
 FW0779
 FW0779  HISTORY     - Date     Condition        Report By
 FW0779  HISTORY     - 1933     MONUMENTED       VACF
 FW0779  HISTORY     - 1942     GOOD             CGS
 FW0779  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0779
 FW0779                          STATION DESCRIPTION
 FW0779
 FW0779'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0779'ON THE S SHORE OF BOGUE BAY NEARLY OPPOSITE THE MOUTH OF
 FW0779'EASYS DRAIN OR TAYLORS NARROWS AND ABOUT 1/4 MILE W OF THE
 FW0779'MOUTH OF CAT CREEK ON BALD MARSH, MARKED BY A CONCRETE MONUMENT
 FW0779'EXTENDING A FEW INCHES OUT OF THE SURFACE OF THE MARSH.
 FW0779'
 FW0779'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 FW0779
 FW0779                          STATION RECOVERY (1942)
 FW0779
 FW0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0779'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF BOGUE BAY,
 FW0779'NEARLY OPPOSITE THE MOUTH OF EASYS DRAIN OR TAYLOR NARROWS,
 FW0779'AND ABOUT 1/4 MILE W OF THE MOUTH OF CAT CREEK ON BALD MARSH.
 FW0779'IT IS 46.1 METERS N OF A GRASS SPOT SURROUNDED BY A
 FW0779'CRESCENT-SHAPED MUD SPOT, 7 METERS E OF MEAN HIGH WATER 42.0
 FW0779'METERS S OF THE NORTHERNMOST POINT OF A PATCH OF GRASS LYING
 FW0779'BETWEEN MEAN HIGH WATER AND MEAN LOW WATER JUST TO THE N
 FW0779'OF THE STATION, AND 6.4 METERS W OF MEAN HIGH WATER.
 FW0779'
 FW0779'THE STATION MARK IS A HOLE IN THE CENTER OF THE TOP OF A
 FW0779'COMMISSION OF FISHERIES OF VIRGINIA 8-INCH SQUARE CONCRETE
 FW0779'MONUMENT, WHICH EXTENDS 2 INCHES ABOVE THE SURFACE OF THE
 FW0779'MARSH.  THE STATION IS IN GOOD CONDITION.
 FW0779
 FW0779                          STATION RECOVERY (1961)
 FW0779
 FW0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0779'LOST.  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.
 FW0779'THE POINT HAS ERODED CONSIDERABLY AND IT IS BELIEVED THE
 FW0779'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4215 ***********************************************************************
 GV4215  DESIGNATION -  BOHANNAN
 GV4215  PID         -  GV4215
 GV4215  STATE/COUNTY-  VA/MATHEWS
 GV4215  USGS QUAD   -  MATHEWS (1965)
 GV4215
 GV4215                         *CURRENT SURVEY CONTROL
 GV4215  ___________________________________________________________________
 GV4215* NAD 83(1993)-  37 26 38.30094(N)    076 17 31.73002(W)     ADJUSTED  
 GV4215* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4215  ___________________________________________________________________
 GV4215  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GV4215  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 GV4215
 GV4215  HORZ ORDER  -  FIRST
 GV4215
 GV4215.The horizontal coordinates were established by classical geodetic methods
 GV4215.and adjusted by the National Geodetic Survey in September 1995..
 GV4215
 GV4215.The orthometric height was scaled from a topographic map.
 GV4215
 GV4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4215
 GV4215.The geoid height was determined by GEOID03.
 GV4215
 GV4215;                    North         East     Units Scale Factor Converg.
 GV4215;SPC VA S     - 1,125,537.711 3,695,347.836   MT  0.99994629   +1 20 24.0
 GV4215;SPC VA S     - 3,692,701.64 12,123,820.36   sFT  0.99994629   +1 20 24.0
 GV4215;UTM  18      - 4,144,909.220   385,699.178   MT  0.99976093   -0 47 08.5
 GV4215
 GV4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4215!SPC VA S     -   1.00000539  x   0.99994629  =   0.99995168
 GV4215!UTM  18      -   1.00000539  x   0.99976093  =   0.99976632
 GV4215
 GV4215|---------------------------------------------------------------------|
 GV4215| PID    Reference Object                     Distance      Geod. Az  |
 GV4215|                                                           dddmmss.s |
 GV4215| DC9005 BOHANNAN RM 1 AZIMUTH                              09947     |
 GV4215| GV3891 WOLF TRAP LIGHTHOUSE 1898           APPROX.10.9 KM 1231204.0 |
 GV4215| DC9006 BOHANNAN RM 2                        44.759 METERS 12724     |
 GV4215| DC9007 BOHANNAN RM 3                        31.044 METERS 23209     |
 GV4215| GV4216 BOHANNAN 2                           11.546 METERS 26626     |
 GV4215| GV0085 WINDMILL                            APPROX.19.2 KM 3595246.8 |
 GV4215|---------------------------------------------------------------------|
 GV4215
 GV4215                          SUPERSEDED SURVEY CONTROL
 GV4215
 GV4215  NAD 83(1993)-  37 26 38.29955(N)    076 17 31.73092(W) AD(       ) 1
 GV4215  NAD 83(1986)-  37 26 38.30164(N)    076 17 31.75477(W) AD(       ) 1
 GV4215  NAD 27      -  37 26 37.82200(N)    076 17 32.96900(W) AD(       ) 1
 GV4215
 GV4215.Superseded values are not recommended for survey control.
 GV4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4215.See file dsdata.txt to determine how the superseded data were derived.
 GV4215
 GV4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8569944909(NAD 83)
 GV4215_MARKER: DS = TRIANGULATION STATION DISK
 GV4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4215+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 GV4215
 GV4215  HISTORY     - Date     Condition        Report By
 GV4215  HISTORY     - 1932     MONUMENTED       CGS
 GV4215  HISTORY     - 1942     GOOD             CGS
 GV4215  HISTORY     - 1944     GOOD             CGS
 GV4215  HISTORY     - 1952     GOOD             CGS
 GV4215  HISTORY     - 1967     GOOD             CGS
 GV4215  HISTORY     - 20020118 GOOD             USPSQD
 GV4215  HISTORY     - 20050903 GOOD             GEOCAC
 GV4215
 GV4215                          STATION DESCRIPTION
 GV4215
 GV4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 GV4215'ABOUT 2-1/2 MILES E OF MATHEWS COURTHOUSE AND ABOUT 0.15 MILE
 GV4215'NE OF MOON, VIRGINIA, POST OFFICE ON LAND OWNED BY MR. JOHN
 GV4215'A. BOHANNAN WHO LIVES IN HOUSE JUST NW OF THE STATION.  FROM
 GV4215'THE INTERSECTION OF HIGHWAYS 38 AND 600 AT MATHEWS COURTHOUSE
 GV4215'FOLLOW HIGHWAY 600 IN AN EASTERLY DIRECTION FOR 1.7 MILES
 GV4215'(HIGHWAY 600 BECOMES DIRT 1.0 MILE FROM ITS INTERSECTION WITH
 GV4215'HIGHWAY 38) AND TURN RIGHT AT MOON POST OFFICE AND CONTINUE FOR
 GV4215'0.1 MILE TO A POINT JUST E OF PICKET FENCE, TURN N HERE AND
 GV4215'BEAR E FOR ABOUT 30 METERS TO THE STATION.  STATION IS IN FIELD
 GV4215'JUST E OF THE FARMYARD OF MR. BOHANNAN, 27.4 METERS N OF
 GV4215'CENTER LINE OF HIGHWAY, 36.9 METERS NW OF LONE 12-INCH
 GV4215'PERSIMMON TREE ON N SIDE OF HIGHWAY, 25.4 METERS SE OF N
 GV4215'FENCE POST AND 23.5 METERS ESE OF S FENCE POST, THESE POSTS
 GV4215'BEING ON EITHER SIDE OF POINT WHERE N-AND-S FENCE IS OFF SET
 GV4215'TO THE W, THERE BEING A GATE IN THE FENCE AT THIS POINT.
 GV4215'
 GV4215'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 GV4215'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV4215'
 GV4215'REFERENCE MARK NO. 1 IS AT E END OF LANE WHICH LEADS TO
 GV4215'HOUSE AT EXTREME EASTERN POINT OF LAND, 31 METERS SSW OF SW
 GV4215'CORNER OF HOUSE, 24 METERS SW OF GUM TREE IN YARD, 0.1 MILE FROM
 GV4215'HIGHWAY.
 GV4215'
 GV4215'REFERENCE MARK NO. 2 IS 5 METERS N OF CENTER LINE OF HIGHWAY,
 GV4215'AND 9.4 METERS E OF ABOVE LONE PERSIMMON TREE.
 GV4215'
 GV4215'REFERENCE MARK NO. 3 IS AT SE CORNER OF MR. BOHANNANS YARD,
 GV4215'5.8 METERS N OF CENTER LINE OF HIGHWAY.
 GV4215'
 GV4215'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 GV4215
 GV4215                          STATION RECOVERY (1942)
 GV4215
 GV4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4215'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND WERE IN GOOD
 GV4215'CONDITION.
 GV4215'
 GV4215'DISTANCES AND DIRECTIONS TO REFERENCE MARKS NOS. 2 AND 3 CHECKED
 GV4215'SATISFACTORILY.  THE DIRECTION TO REFERENCE MARK NO. 1 WAS NOT
 GV4215'CHECKED AS OBSERVATIONS WERE MADE FROM A 4-FOOT STAND AND A 10-FOOT
 GV4215'TOWER WOULD BE REQUIRED TO SEE THIS MARK.  FOLLOWING IS A
 GV4215'COMPLETE NEW DESCRIPTION.
 GV4215'
 GV4215'THE STATION IS 2-1/2 MILES E OF THE TOWN OF MATHEWS AND ABOUT
 GV4215'400 FEET ENE OF THE MOON POST OFFICE.  IT IS IN A FIELD ABOUT
 GV4215'30 FEET E OF THE E FENCE OF MR. BOHANNANS YARD AND UNDER THE
 GV4215'ELECTRIC SERVICE WIRES TO THE HOUSE, 23 FEET NE OF THE SE
 GV4215'CORNER OF THE YARD.  IT IS STAMPED BOHANNAN 1932 AND IS SET
 GV4215'18 INCHES BELOW THE SURFACE OF THE GROUND.
 GV4215'
 GV4215'REFERENCE MARK NO. 2 IS SE OF THE STATION, 15 FEET N OF THE
 GV4215'CENTER OF THE HIGHWAY.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 GV4215'BOHANNAN NO. 2 1932.
 GV4215'
 GV4215'REFERENCE MARK NO. 3 IS SW OF THE STATION, AT THE SE CORNER
 GV4215'OF THE YARD FENCE.  IT IS STAMPED BOHANNAN NO. 3 1932 AND IS
 GV4215'FLUSH WITH THE GROUND.
 GV4215'
 GV4215'REFERENCE MARK NO. 1 (USED AS THE AZIMUTH MARK) IS ESE OF THE
 GV4215'STATION AT THE END OF A LANE LEADING TO A HOUSE.  IT IS SSW
 GV4215'OF THE SW CORNER OF THE HOUSE AND AT THE S GATEPOST.  IT IS
 GV4215'STAMPED BOHANNAN NO. 3 1932 AND IS FLUSH WITH THE GROUND.
 GV4215'
 GV4215'A TRAVERSE CONNECTION WAS MADE TO BOHANNAN 2.  IT IS SET 18 INCHES
 GV4215'BELOW THE SURFACE OF THE GROUND AND IS STAMPED BOHANNAN 2
 GV4215'1942.
 GV4215'
 GV4215'TO REACH THE STATION FROM THE CENTER OF THE BUSINESS DISTRICT
 GV4215'IN MATHEWS GO N ON STATE HIGHWAY 14 FOR 0.3 MILE.  THEN TURN
 GV4215'RIGHT TOWARDS DIGGS AND GO 1.7 MILES TO A FORKS AT THE MOON
 GV4215'POST OFFICE.  THEN TAKE THE RIGHT FORK E FOR 0.05 MILE TO THE
 GV4215'STATION ON THE LEFT.
 GV4215
 GV4215                          STATION RECOVERY (1944)
 GV4215
 GV4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4215'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 GV4215'1942 DESCRIPTION BY G.W.L. IS CORRECT AND ADEQUATE, EXCEPT
 GV4215'THAT REFERENCE MARK 1 IS STAMPED BOHANNAN NO 1 1932, NOT
 GV4215'BOHANNAN NO 3 1932, AS GIVEN IN THE 1942 DESCRIPTION.
 GV4215
 GV4215                          STATION RECOVERY (1952)
 GV4215
 GV4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH)
 GV4215'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 GV4215'CONDITION.  NO SEARCH WAS MADE FOR REFERENCE MARK 1 (AZIMUTH
 GV4215'MARK) OR FOR BOHANNAN 2.  SOME DIFFICULTY WAS EXPERIENCED IN
 GV4215'FINDING THE STATION MARK BECAUSE OF CHANGES IN THE 1932 DETAIL
 GV4215'AND THE 1942 DESCRIPTION IS FAULTY.
 GV4215'
 GV4215'THE ORIGINAL 1932 DESCRIPTION FOR REFERENCE MARKS 2 AND 3 ARE
 GV4215'ADEQUATE.  REFERENCE MARK 3 IS IMMEDIATELY N OF THE CORNER
 GV4215'FENCE POST.  THE 1932 DISTANCES FROM THE STATION TO THE
 GV4215'REFERENCE MARKS WERE VERIFIED.  A NEW DESCRIPTION FOLLOWS--
 GV4215'
 GV4215'STATION IS LOCATED IN A MEADOW, 2 FEET E OF A POWER SERVICE
 GV4215'LINE, 59 FEET N OF A POWER POLE ON THE N SIDE OF THE ROAD, 18
 GV4215'FEET W OF A HEDGEROW OF SMALL PINE TREES, 74 FEET E OF A YARD
 GV4215'FENCE, 78 FEET E OF A 6-INCH PERSIMMON TREE ALONG THE YARD
 GV4215'FENCE, AND 126 FEET SE OF THE LARGEST OAK TREE (30-INCH) IN THE
 GV4215'YARD AT THE CORNER OF A PICKET FENCE.  THE MONUMENT IS 24 INCHES
 GV4215'BELOW THE SURFACE OF THE GROUND.
 GV4215
 GV4215                          STATION RECOVERY (1967)
 GV4215
 GV4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 GV4215'STATION, REFERENCE MARKS 2 AND 3 AND STATION BOHANNAN 2 WERE
 GV4215'RECOVERED AS DESCRIBED BY G.W.L. IN 1942 AND ALL MARKS WERE
 GV4215'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 (AZIMUTH
 GV4215'MARK) WAS NOT RECOVERED.  THE HOUSE AND GATEPOST NEAR REFERENCE
 GV4215'MARK NO. 1 HAVE BEEN REMOVED.  THE 1942 DESCRIPTION FOR STATION
 GV4215'RECOVERY IS ADEQUATE EXCEPT THE BOHANNAN HOUSE IS VACANT AND THE
 GV4215'FIELD IS GROWN UP WITH YOUNG PINES, BRUSH AND VINES.  A
 GV4215'CREOSOTED WITNESS POST WITH METAL SIGN WAS SET 1 FOOT WEST OF
 GV4215'STATION.
 GV4215'
 GV4215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 GV4215'EAST OF MATHEWS.
 GV4215
 GV4215                          STATION RECOVERY (2002)
 GV4215
 GV4215'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4215'STATION FOUND OK RM1,2, AND 3 NOT FOUND
 GV4215
 GV4215                          STATION RECOVERY (2005)
 GV4215
 GV4215'RECOVERY NOTE BY GEOCACHING 2005 (WHB)
 GV4215'STATION MARK AND RM 3 IN GOOD CONDITION. RM 2 AND BOHANNAN 2 NOT FOUND
 GV4215'AFTER CURSORY SEARCH. DID NOT SEARCH FOR RM 1 (AZIMUTH MARK).
 GV4215' 
 GV4215'MOON POST OFFICE HAS MOVED. STATION IS NOW 0.14 STATUTE MILES W OF
 GV4215'MOON P.O, IN OPEN WOODS E OF THE YARD OF A HOUSE ON NE CORNER OF STATE
 GV4215'HWY 642 (FITCHETTS WHARF RD) AND STATE HWY 643
 GV4215' 
 GV4215'WITNESS POST IS MISSING BUT A HOLE HAS BEEN EXCAVATED TO EXPOSE
 GV4215'STATION MARK WHICH IS RECESSED ABOUT 2 FEET UNDER GROUND. MARK IS ONE
 GV4215'FOOT SE OF A STAKE FLAGGED WITH ORANGE SURVEYOR'S TAPE. ALL OTHER
 GV4215'PREVIOUSLY DESCRIBED REFERENCES WERE MISSING.
 GV4215' 
 GV4215'RM 3 IS AT SE CORNER OF THE YARD DESCRIBED ABOVE, ABOUT 6 FEET ENE OF
 GV4215'A 24 INCH OAK, 2 FEET WEST OF A DRAINAGE DITCH AND 18 FEET NORTH OF
 GV4215'THE CENTERLINE OF STATE HWY 643. IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4216 ***********************************************************************
 GV4216  DESIGNATION -  BOHANNAN 2
 GV4216  PID         -  GV4216
 GV4216  STATE/COUNTY-  VA/MATHEWS
 GV4216  USGS QUAD   -  MATHEWS (1965)
 GV4216
 GV4216                         *CURRENT SURVEY CONTROL
 GV4216  ___________________________________________________________________
 GV4216* NAD 83(1993)-  37 26 38.27767(N)    076 17 32.19883(W)     ADJUSTED  
 GV4216* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4216  ___________________________________________________________________
 GV4216  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GV4216  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 GV4216
 GV4216  HORZ ORDER  -  FIRST
 GV4216
 GV4216.The horizontal coordinates were established by classical geodetic methods
 GV4216.and adjusted by the National Geodetic Survey in September 1995..
 GV4216
 GV4216.The orthometric height was scaled from a topographic map.
 GV4216
 GV4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4216
 GV4216.The geoid height was determined by GEOID03.
 GV4216
 GV4216;                    North         East     Units Scale Factor Converg.
 GV4216;SPC VA S     - 1,125,536.724 3,695,336.333   MT  0.99994629   +1 20 23.7
 GV4216;SPC VA S     - 3,692,698.40 12,123,782.62   sFT  0.99994629   +1 20 23.7
 GV4216;UTM  18      - 4,144,908.660   385,687.648   MT  0.99976096   -0 47 08.8
 GV4216
 GV4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4216!SPC VA S     -   1.00000539  x   0.99994629  =   0.99995168
 GV4216!UTM  18      -   1.00000539  x   0.99976096  =   0.99976635
 GV4216
 GV4216|---------------------------------------------------------------------|
 GV4216| PID    Reference Object                     Distance      Geod. Az  |
 GV4216|                                                           dddmmss.s |
 GV4216| GV4215 BOHANNAN                             11.546 METERS 08626     |
 GV4216| DC9005 BOHANNAN RM 1 AZIMUTH                              0992627.8 |
 GV4216| DC9006 BOHANNAN RM 2                        53.815 METERS 11919     |
 GV4216| DC9007 BOHANNAN RM 3                        22.467 METERS 21520     |
 GV4216| GV4328 NAXERA                              APPROX.17.9 KM 2304019.2 |
 GV4216| GV4242 MATHEWS LOOKOUT TOWER               APPROX. 5.9 KM 2873828.7 |
 GV4216|---------------------------------------------------------------------|
 GV4216
 GV4216                          SUPERSEDED SURVEY CONTROL
 GV4216
 GV4216  NAD 83(1993)-  37 26 38.27627(N)    076 17 32.19973(W) AD(       ) 1
 GV4216  NAD 83(1986)-  37 26 38.27838(N)    076 17 32.22341(W) AD(       ) 1
 GV4216  NAD 27      -  37 26 37.79800(N)    076 17 33.43800(W) AD(       ) 1
 GV4216
 GV4216.Superseded values are not recommended for survey control.
 GV4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4216.See file dsdata.txt to determine how the superseded data were derived.
 GV4216
 GV4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8568844909(NAD 83)
 GV4216_MARKER: DS = TRIANGULATION STATION DISK
 GV4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4216
 GV4216  HISTORY     - Date     Condition        Report By
 GV4216  HISTORY     - 1942     MONUMENTED       CGS
 GV4216  HISTORY     - 1944     GOOD             CGS
 GV4216  HISTORY     - 1967     GOOD             CGS
 GV4216  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4216
 GV4216                          STATION DESCRIPTION
 GV4216
 GV4216'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4216'STATION IS 2-1/2 MILES E OF THE VILLAGE OF MATHEWS AND ABOUT
 GV4216'400 FEET ENE OF THE MOON POST OFFICE.  IT IS IN A FIELD
 GV4216'ABOUT 30 FEET E OF THE E FENCE OF MR. BOHANNANS AND 23 FEET
 GV4216'NE OF THE SE CORNER OF THE YARD FENCE.  IT IS STAMPED BOHANNAN
 GV4216'2 1942 AND IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND.
 GV4216'
 GV4216'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 GV4216'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV4216'
 GV4216'REFERENCE MARK NO. 2 1932 IS 15 FEET N OF THE CENTER OF THE
 GV4216'HIGHWAY.  IT IS FLUSH WITH THE GROUND AND IS STAMPED BOHANNAN
 GV4216'NO. 2 1932.
 GV4216'
 GV4216'REFERENCE MARK NO. 3 1932 IS AT THE SE CORNER OF THE YARD
 GV4216'FENCE.  IT IS STAMPED BOHANNAN NO. 3 1932 AND IS FLUSH WITH
 GV4216'THE GROUND.
 GV4216'
 GV4216'REFERENCE MARK NO. 1 1932 (USED AS THE AZIMUTH MARK) IS AT
 GV4216'THE E END OF A LANE LEADING TO A HOUSE.  IT IS 93 FEET SSW
 GV4216'OF THE SW CORNER OF THE HOUSE AND AT THE S GATEPOST OF THE
 GV4216'YARD GATE.  IT IS STAMPED BOHANNAN 1932 NO. 1 AND IS FLUSH
 GV4216'WITH THE GROUND.  TO REACH FROM THE STATION GO E ON THE
 GV4216'PAVED HIGHWAY FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS RIGHT,
 GV4216'THEN CONTINUE STRAIGHT AHEAD ON A TRAIL ROAD FOR 0.1 MILE
 GV4216'TO THE AZIMUTH MARK ON THE RIGHT.
 GV4216'
 GV4216'BOHANNAN 1932 WAS CONNECTED BY TRAVERSE.  IT IS STAMPED
 GV4216'BOHANNAN 1932 AND IS SET 18 INCHES BELOW THE SURFACE OF THE
 GV4216'GROUND.
 GV4216'
 GV4216'TO REACH THE STATION FROM THE CENTER OF THE BUSINESS DISTRICT
 GV4216'IN MATHEWS GO NORTHERLY ON STATE HIGHWAY 14 FOR 0.3 MILE.
 GV4216'THEN TURN RIGHT TOWARDS DIGGS AND GO 1.7 MILES TO THE MOON
 GV4216'POST OFFICE.  HERE TAKE THE RIGHT FORK AND GO 0.05 MILE TO
 GV4216'THE STATION ON THE LEFT.
 GV4216'
 GV4216'A 113-FOOT LIGHT AT NAXERA IS VISIBLE AT 103 FEET.  A 77-FOOT
 GV4216'TOWER WILL SEE A 100-FOOT LIGHT AT JAMES.  A 90-FOOT TOWER
 GV4216'WILL SEE A 100-FOOT LIGHT AT HARMONY.  A 100-FOOT TOWER WILL
 GV4216'SEE A 100-FOOT LIGHT AT WINDMILL.  A 90-FOOT TOWER WILL SEE
 GV4216'A 100-FOOT LIGHT AT STAMPERS.
 GV4216'
 GV4216'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV4216
 GV4216                          STATION RECOVERY (1944)
 GV4216
 GV4216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4216'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GV4216'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.  ALL DISTANCES
 GV4216'GIVEN IN ORIGINAL DESCRIPTION WERE VERIFIED.
 GV4216
 GV4216                          STATION RECOVERY (1967)
 GV4216
 GV4216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 GV4216'STATION, REFERENCE MARKS 2 AND 3 AND STATION BOHANNAN 1932
 GV4216'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GV4216'REFERENCE MARK NO. 1 (AZIMUTH MARK) WAS NOT RECOVERED.  THE
 GV4216'HOUSE AND GATEPOST REFERRED TO IN THE DESCRIPTION OF REFERENCE
 GV4216'MARK NO. 1 ARE NO LONGER THERE.  THE ORIGINAL STATION DESCRIPTION
 GV4216'IS ADEQUATE EXCEPT THE BOHANNAN HOUSE IS VACANT AND THE AREA
 GV4216'AROUND THE STATION IS NOW COVERED WITH SMALL TREES AND DENSE
 GV4216'UNDERBRUSH.
 GV4216'
 GV4216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 GV4216'EAST OF MATHEWS
 GV4216
 GV4216                          STATION RECOVERY (2002)
 GV4216
 GV4216'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3415 ***********************************************************************
 GX3415  DESIGNATION -  BOISSEVAIN
 GX3415  PID         -  GX3415
 GX3415  STATE/COUNTY-  VA/TAZEWELL
 GX3415  USGS QUAD   -  ANAWALT (1977)
 GX3415
 GX3415                         *CURRENT SURVEY CONTROL
 GX3415  ___________________________________________________________________
 GX3415* NAD 83(1993)-  37 15 36.39076(N)    081 23 15.99053(W)     ADJUSTED  
 GX3415* NAVD 88     -       968.2    (meters)    3177.     (feet)  VERTCON   
 GX3415  ___________________________________________________________________
 GX3415  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GX3415  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GX3415
 GX3415  HORZ ORDER  -  SECOND
 GX3415
 GX3415.The horizontal coordinates were established by classical geodetic methods
 GX3415.and adjusted by the National Geodetic Survey in December 1995..
 GX3415
 GX3415.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3415
 GX3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3415
 GX3415.The geoid height was determined by GEOID03.
 GX3415
 GX3415;                    North         East     Units Scale Factor Converg.
 GX3415;SPC VA S     - 1,106,765.902 3,243,886.022   MT  0.99994715   -1 45 09.6
 GX3415;SPC VA S     - 3,631,114.46 10,642,649.39   sFT  0.99994715   -1 45 09.6
 GX3415;SPC WV S     -    28,941.555   565,599.634   MT  1.00005473   -0 14 23.0
 GX3415;UTM  17      - 4,123,798.139   465,615.105   MT  0.99961456   -0 14 05.2
 GX3415
 GX3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3415!SPC VA S     -   0.99985290  x   0.99994715  =   0.99980006
 GX3415!SPC WV S     -   0.99985290  x   1.00005473  =   0.99990763
 GX3415!UTM  17      -   0.99985290  x   0.99961456  =   0.99946752
 GX3415
 GX3415|---------------------------------------------------------------------|
 GX3415| PID    Reference Object                     Distance      Geod. Az  |
 GX3415|                                                           dddmmss.s |
 GX3415| DC3862 BOISSEVAIN RM 2                       9.715 METERS 06911     |
 GX3415| GX3408 EAST RIVER MOUNTAIN LOT             APPROX. 8.9 KM 1741836.2 |
 GX3415| DC3863 BOISSEVAIN RM 3                       8.431 METERS 21920     |
 GX3415| DC3860 BOISSEVAIN AZ MK                                   2342057.3 |
 GX3415| DC3861 BOISSEVAIN RM 1                      12.145 METERS 34656     |
 GX3415|---------------------------------------------------------------------|
 GX3415
 GX3415                          SUPERSEDED SURVEY CONTROL
 GX3415
 GX3415  NAD 83(1993)-  37 15 36.39104(N)    081 23 15.98589(W) AD(       ) 2
 GX3415  NAD 83(1993)-  37 15 36.40048(N)    081 23 15.98664(W) AD(       ) 2
 GX3415  NAD 83(1986)-  37 15 36.39931(N)    081 23 15.98855(W) AD(       ) 2
 GX3415  NAD 27      -  37 15 35.98192(N)    081 23 16.61241(W) AD(       ) 2
 GX3415  NGVD 29 (07/19/86)  968.3    (m)         3177.     (f) VERT ANG       
 GX3415
 GX3415.Superseded values are not recommended for survey control.
 GX3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3415.See file dsdata.txt to determine how the superseded data were derived.
 GX3415
 GX3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6561523798(NAD 83)
 GX3415_MARKER: DS = TRIANGULATION STATION DISK
 GX3415_SETTING: 80 = SET IN A BOULDER
 GX3415_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3415
 GX3415  HISTORY     - Date     Condition        Report By
 GX3415  HISTORY     - 1934     MONUMENTED       CGS
 GX3415  HISTORY     - 1934     GOOD             CGS
 GX3415  HISTORY     - 1950     GOOD             CGS
 GX3415  HISTORY     - 1963     GOOD             CGS
 GX3415  HISTORY     - 1982     GOOD             LOCSUR
 GX3415
 GX3415                          STATION DESCRIPTION
 GX3415
 GX3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3415'STATION IS ON THE SUMMIT OF THE CENTRAL ONE OF THREE ADJOINING
 GX3415'HILLS OF THE FIRST RANGE S OF ABBS VALLEY, IN THE APPROXIMATE
 GX3415'CENTER OF THE TOP, 5 FEET NW OF THE HIGHEST POINT, 24.7 FEET
 GX3415'SE OF SPLIT SNAG WITH TRIANGLE BLAZE.
 GX3415'
 GX3415'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 GX3415'BOULDER.
 GX3415'
 GX3415'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 GX3415'DRILL HOLES IN OUTCROPPING BEDROCK.
 GX3415'
 GX3415'REFERENCE MARK NO. 1 IS NW OF STATION, DOWN THE NW SLOPE.
 GX3415'
 GX3415'REFERENCE MARK NO. 2 IS E OF STATION, AT E EDGE OF SUMMIT.
 GX3415'
 GX3415'THE AZIMUTH MARK IS 150 YARDS W OF THE STATION, ON THE NE
 GX3415'SIDE OF THE NEXT HILL, IN A LARGE ROCK AT THE BASE OF A
 GX3415'GROUP OF TREES.
 GX3415'
 GX3415'TO REACH THE STATION FROM BOISSEVAIN, TAKE THE PAVED ROAD S,
 GX3415'0.65 MILE AND TURN LEFT ON ROUGH DIRT ROAD.  CONTINUE 1.5
 GX3415'MILES TO TOP OF GRADE AT GAP AND END OF TRUCK TRAVEL.  TAKE
 GX3415'DIM TRAIL TO THE RIGHT ALONG RIDGE 0.7 MILE TO STATION ON
 GX3415'THE SUMMIT OF THE SECOND SUMMIT.
 GX3415'
 GX3415'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GX3415
 GX3415                          STATION RECOVERY (1934)
 GX3415
 GX3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3415'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION
 GX3415'IS ABOUT 1.25 MILES SSW OF BOISSEVAIN, ON THE PROPERTY OF
 GX3415'OSCAR MOORE.
 GX3415
 GX3415                          STATION RECOVERY (1950)
 GX3415
 GX3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 GX3415'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION
 GX3415'EXCEPT R.M. NO. 2 WHICH HAS BEEN DESTROYED.  COMPLETE NEW
 GX3415'TO REACH FOLLOWS--
 GX3415'
 GX3415'TO REACH THE STATION FROM BOSSEVAIN, TAKE THE PAVED ROAD
 GX3415'S., 0.65 MILE AND TURN LEFT ON ROUGH DIRT ROAD.  CONTINUE
 GX3415'1.5 MILES TO TOP OF GRADE AT GAP.  HERE BEGIN PACK.  ENTER PASTURE
 GX3415'ON WEST SIDE OF ROAD, CLIMB HILL TO WOODED SUMMIT, FOLLOW
 GX3415'ROW OF FENCE POSTS AND DIM PATH IN A WESTERLY DIRECTION,
 GX3415'ALONG RIDGE FOR APPROX. 250 YDS. TO A CATTLE GATE AND FENCE
 GX3415'CORNERS.  PROCEED SW ALONG FENCE LINE AND WOODED AREA, ON SOUTH
 GX3415'SIDE OF TWO HILLS, FOR APPROX. 400 YDS. TO BARREN HILL WITH
 GX3415'LONE SNAG ON SUMMIT.  CLIMB HILL TO SUMMIT AND STATION.
 GX3415
 GX3415                          STATION RECOVERY (1963)
 GX3415
 GX3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3415'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GX3415'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2
 GX3415'WAS NOT RECOVERED AND IS BELIEVED DESTROYED.  REFERENCE MARK
 GX3415'NO. 3 WAS SET.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GX3415'
 GX3415'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF TAZEWELL AND
 GX3415'ABOUT 1-1/2 MILES SOUTHWEST OF BOISSEVAIN ON THE SUMMIT OF
 GX3415'THE CENTER ONE OF THREE ADJOINING HILLS OF THE FIRST RANGE
 GX3415'SOUTH OF ABBS VALLEY.  THE PROPERTY IS PRESENTLY OWNED BY MAX
 GX3415'SAUNDERS OF POCAHONTAS.
 GX3415'
 GX3415'TO REACH THE STATION FROM THE POST OFFICE IN BOISSEVAIN,
 GX3415'GO SOUTH AND WEST ON COUNTY ROUTE 644 FOR 1.4 MILES TO THE ABBS
 GX3415'VALLEY SCHOOL ON THE LEFT, ABOUT 50 YARDS WEST OF THE SCHOOL,
 GX3415'TURN LEFT ON A DIM TRACK ROAD AND FOLLOW IT SOUTH FOR 0.25
 GX3415'MILE TO AN OLD HOUSE IN PASTURED LAND AND E.T.T.  FROM THE
 GX3415'OLD HOUSE CROSS OVER THE FENCE TO THE WEST AND GO SOUTH ALONG
 GX3415'THE WEST SIDE OF THE FENCE THROUGH PASTURE AND WOODS TO THE
 GX3415'FOOT OF THE MOUNTAIN, TAKE THE RIGHT HAND VALLEY AND FOLLOW IT
 GX3415'THROUGH THE PASTURE UP TO THE TOP AT A SADDLE, TURN LEFT
 GX3415'AND FOLLOW ALONG THE RIDGE ABOUT 100 YARDS TO THE TOP OF
 GX3415'THE MOUNTAIN AND THE STATION.
 GX3415'
 GX3415'THE STATION MARK IS 3.5 FEET SOUTHEAST OF A METAL WITNESS
 GX3415'POST AND SIGN, IT IS A STANDARD DISK STAMPED BOISSEVAIN 1934.
 GX3415'
 GX3415'REFERENCE MARK NO. 1 IS NORTH OF AND 20 FEET LOWER THAN THE
 GX3415'STATION, IT IS A STANDARD DISK STAMPED BOISSEVAIN NO 1 1934.
 GX3415'
 GX3415'REFERENCE MARK NO. 3 IS 27.9 FEET SOUTHWEST OF THE WITNESS
 GX3415'POST AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 GX3415'DISK BRAZED TO A 2-INCH GALVANIZED IRON PIPE, PROJECTS 10-INCHES
 GX3415'AND IS STAMPED BOISSEVAIN NO 3 1934.
 GX3415'
 GX3415'THE AZIMUTH MARK IS ABOUT 150 YARDS WEST OF THE STATION ON
 GX3415'THE NORTHEAST SIDE OF THE NEXT HILL AND ABOUT 6 FEET LOWER
 GX3415'THAN THE CREST OF THE HILL.  IT IS A STANDARD REFERENCE MARK
 GX3415'DISK SET IN A DRILLED HOLE IN A BOULDER 3.5 FEET NORTH OF A
 GX3415'METAL WITNESS POST AND SIGN.  THE MARK IS STAMPED BOISSEVAIN
 GX3415'AZIMUTH (NO DATE WAS VISIBLE)
 GX3415
 GX3415                          STATION RECOVERY (1982)
 GX3415
 GX3415'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (EV)
 GX3415'ALL MARKS RECOVERED AS DESCRIBED IN 1963.  (STATION, AZIMUTH, RM NO.
 GX3415'NO. 1, RM NO.3) IN GOOD CONDITION.
 GX3415'
 GX3415'STATION WAS REACHED BY WALKING RIDGE 0.5 MILE WESTERLY FROM RT. 702
 GX3415'AT CREST OF ABBS VALLEY RIDGE.  HOWEVER, A LOGGING ROAD COMES TO
 GX3415'WITHIN A FEW HUNDRED FEET EAST OF STATION FROM THE VALLEY NORTH AND
 GX3415'4X4 TRAVEL MAY BE POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3190 ***********************************************************************
 FX3190  DESIGNATION -  BOL
 FX3190  PID         -  FX3190
 FX3190  STATE/COUNTY-  VA/C OF NORFOLK
 FX3190  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3190
 FX3190                         *CURRENT SURVEY CONTROL
 FX3190  ___________________________________________________________________
 FX3190* NAD 83(1993)-  36 53 29.70543(N)    076 18 56.27277(W)     ADJUSTED  
 FX3190* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3190  ___________________________________________________________________
 FX3190  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FX3190  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX3190
 FX3190  HORZ ORDER  -  THIRD
 FX3190
 FX3190.The horizontal coordinates were established by classical geodetic methods
 FX3190.and adjusted by the National Geodetic Survey in September 1995..
 FX3190
 FX3190.The orthometric height was scaled from a topographic map.
 FX3190
 FX3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3190
 FX3190.The geoid height was determined by GEOID03.
 FX3190
 FX3190;                    North         East     Units Scale Factor Converg.
 FX3190;SPC VA S     - 1,064,204.106 3,694,688.680   MT  0.99997968   +1 19 32.7
 FX3190;SPC VA S     - 3,491,476.30 12,121,657.78   sFT  0.99997968   +1 19 32.7
 FX3190;UTM  18      - 4,083,653.668   382,771.406   MT  0.99976930   -0 47 23.5
 FX3190
 FX3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3190!SPC VA S     -   1.00000568  x   0.99997968  =   0.99998536
 FX3190!UTM  18      -   1.00000568  x   0.99976930  =   0.99977498
 FX3190
 FX3190|---------------------------------------------------------------------|
 FX3190| PID    Reference Object                     Distance      Geod. Az  |
 FX3190|                                                           dddmmss.s |
 FX3190| DC8085 BOL RM 1                             14.610 METERS 03436     |
 FX3190| DC8086 BOL RM 2                             20.495 METERS 11254     |
 FX3190| FX3307 CRANEY ISLAND LIGHT                 APPROX. 2.0 KM 2723838.5 |
 FX3190| FX3286 US SHIPPING BOARD TANK              APPROX. 2.9 KM 3384640.7 |
 FX3190|---------------------------------------------------------------------|
 FX3190
 FX3190                          SUPERSEDED SURVEY CONTROL
 FX3190
 FX3190  NAD 83(1986)-  36 53 29.71120(N)    076 18 56.30841(W) AD(       ) 3
 FX3190  NAD 27      -  36 53 29.18100(N)    076 18 57.51100(W) AD(       ) 3
 FX3190
 FX3190.Superseded values are not recommended for survey control.
 FX3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3190.See file dsdata.txt to determine how the superseded data were derived.
 FX3190
 FX3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8277183654(NAD 83)
 FX3190_MARKER: DS = TRIANGULATION STATION DISK
 FX3190_SETTING: 0 = UNSPECIFIED SETTING
 FX3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3190+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003
 FX3190
 FX3190  HISTORY     - Date     Condition        Report By
 FX3190  HISTORY     - 1951     MONUMENTED       CGS
 FX3190  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 FX3190  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FX3190  HISTORY     - 19981003 MARK NOT FOUND   USPSQD
 FX3190  HISTORY     - 20030913 GOOD             USPSQD
 FX3190
 FX3190                          STATION DESCRIPTION
 FX3190
 FX3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EOH)
 FX3190'ON THE E BANK OF THE ELIZABETH RIVER, IN THE EDGEWATER SECTION
 FX3190'OF NORFOLK, AND AT THE EXTREME W END OF BOLLING AVENUE.  THERE
 FX3190'ARE SIX 2-INCH IRON PIPE POSTS AT THE END OF THE STREET.
 FX3190'THE MARK IS SET IN THE CONCRETE PAVING BETWEEN THE SECOND
 FX3190'AND THIRD POSTS FROM THE N AND APPROXIMATELY 6 FEET FROM
 FX3190'THE WATERS EDGE.  MARK IS A STANDARD DISK.
 FX3190'
 FX3190'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF THE S END OF THE
 FX3190'CONCRETE SEA WALL N OF THE STATION.
 FX3190'
 FX3190'R.M. 2 IS THE CENTER OF THE SCREW ON THE TOP OF THE FIREPLUG
 FX3190'ON THE S SIDE OF BOLLING AVENUE.
 FX3190
 FX3190                          STATION RECOVERY (1984)
 FX3190
 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH)
 FX3190'STATION RECOVERED POOR.
 FX3190'
 FX3190'ROAD HAS BEEN RESURFACED.  2 INCH IRON PIPES PREVIOUSLY DESCRIBED
 FX3190'HAVE BEEN REPLACED WITH 4 HIGHWAY GUARD RAIL POSTS.  POSSIBLE
 FX3190'LOCATION OF MARK IS CIRCLE PAINTED FLUORESCENT RED WITH A NAIL IN
 FX3190'CENTER.  R.M. 1 COULD NOT BE LOCATED.  R.M. 2 RECOVERED AS
 FX3190'DESCRIBED PREVIOUSLY.  CRANEY ISLAND LIGHT SIGHTED.
 FX3190
 FX3190                          STATION RECOVERY (1987)
 FX3190
 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAH)
 FX3190'MARK NOT FOUND.
 FX3190
 FX3190                          STATION RECOVERY (1998)
 FX3190
 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3190'MARK NOT FOUND.
 FX3190
 FX3190                          STATION RECOVERY (2003)
 FX3190
 FX3190'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3190'NOTE  STATION AND RM1 NOT FOUND.  RM2 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0140 ***********************************************************************
 FX0140  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0140  DESIGNATION -  BOLE
 FX0140  PID         -  FX0140
 FX0140  STATE/COUNTY-  VA/C OF NORFOLK
 FX0140  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0140
 FX0140                         *CURRENT SURVEY CONTROL
 FX0140  ___________________________________________________________________
 FX0140* NAD 83(1993)-  36 51 10.01044(N)    076 17 50.65694(W)     ADJUSTED  
 FX0140* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 FX0140  ___________________________________________________________________
 FX0140  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX0140  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0140  DYNAMIC HT  -           2.344 (meters)       7.69  (feet)  COMP
 FX0140  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0140
 FX0140  HORZ ORDER  -  SECOND
 FX0140  VERT ORDER  -  FIRST     CLASS I
 FX0140
 FX0140.The horizontal coordinates were established by classical geodetic methods
 FX0140.and adjusted by the National Geodetic Survey in September 1995..
 FX0140
 FX0140.The orthometric height was determined by differential leveling
 FX0140.and adjusted by the National Geodetic Survey in June 1991..
 FX0140.WARNING-Repeat measurements at this control monument indicate possible
 FX0140.vertical movement.
 FX0140
 FX0140.This Tidal Bench Mark is designated as VM 3468
 FX0140.by the Center for Operational Oceanographic Products and Services.
 FX0140
 FX0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0140
 FX0140.The geoid height was determined by GEOID03.
 FX0140
 FX0140.The dynamic height is computed by dividing the NAVD 88
 FX0140.geopotential number by the normal gravity value computed on the
 FX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0140.degrees latitude (g = 980.6199 gals.).
 FX0140
 FX0140.The modeled gravity was interpolated from observed gravity values.
 FX0140
 FX0140;                    North         East     Units Scale Factor Converg.
 FX0140;SPC VA S     - 1,059,936.798 3,696,413.353   MT  0.99998549   +1 20 12.5
 FX0140;SPC VA S     - 3,477,475.98 12,127,316.14   sFT  0.99998549   +1 20 12.5
 FX0140;UTM  18      - 4,079,326.540   384,337.057   MT  0.99976481   -0 46 41.6
 FX0140
 FX0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0140!SPC VA S     -   1.00000544  x   0.99998549  =   0.99999093
 FX0140!UTM  18      -   1.00000544  x   0.99976481  =   0.99977025
 FX0140
 FX0140|---------------------------------------------------------------------|
 FX0140| PID    Reference Object                     Distance      Geod. Az  |
 FX0140|                                                           dddmmss.s |
 FX0140| FX0138 FLEET 5                              12.140 METERS 04313     |
 FX0140| FX3414 PILOT                                81.449 METERS 16032     |
 FX0140| FX0141 BOLE RM 1                             4.907 METERS 16121     |
 FX0140| FX3478 AWC                                 276.432 METERS 26009     |
 FX0140| FX0139 BOLE RM 2                            85.062 METERS 26546     |
 FX0140| FX3330 BASE                                 77.211 METERS 29926     |
 FX0140|---------------------------------------------------------------------|
 FX0140
 FX0140                          SUPERSEDED SURVEY CONTROL
 FX0140
 FX0140  NAD 83(1986)-  36 51 10.01612(N)    076 17 50.69240(W) AD(       ) 2
 FX0140  NAD 27      -  36 51 09.47920(N)    076 17 51.90060(W) AD(       ) 2
 FX0140  NGVD 29 (??/??/92)    2.585  (m)            8.48   (f) ADJ UNCH    1 1
 FX0140
 FX0140.Superseded values are not recommended for survey control.
 FX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0140.See file dsdata.txt to determine how the superseded data were derived.
 FX0140
 FX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8433779327(NAD 83)
 FX0140_MARKER: DS = TRIANGULATION STATION DISK
 FX0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0140_SP_SET: BOLLARD FOUNDATION
 FX0140_STAMPING: BOLE 1961
 FX0140_MARK LOGO: CGS   
 FX0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0140+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 FX0140
 FX0140  HISTORY     - Date     Condition        Report By
 FX0140  HISTORY     - 1961     MONUMENTED       CGS
 FX0140  HISTORY     - 1971     GOOD             NGS
 FX0140  HISTORY     - 1971     GOOD             NGS
 FX0140  HISTORY     - 1978     GOOD             NGS
 FX0140  HISTORY     - 1987     GOOD             NOS
 FX0140  HISTORY     - 1987     GOOD             USPSQD
 FX0140  HISTORY     - 20041005 GOOD             NGS
 FX0140  HISTORY     - 20060507 GOOD             USPSQD
 FX0140
 FX0140                          STATION DESCRIPTION
 FX0140
 FX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX0140'STATION IS LOCATED ON THE COAST AND GEODETIC SURVEY SHIP
 FX0140'BASE IN THE CITY OF NORFOLK LOCATED ON WEST YORK STREET
 FX0140'AT THE ENTRANCE OF THE HAGUE.  IT IS IN THE CONCRETE BASE
 FX0140'OF THE EAST BOLLARD.  THE DISK IS SET FLUSH IN A DRILL HOLE
 FX0140'AND IS STAMPED BOLE 1961.
 FX0140'
 FX0140'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 FX0140'FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE BULK HEAD.
 FX0140'THE DISK IS STAMPED BOLE NO 1 1961.
 FX0140'
 FX0140'REFERENCE MARK NO. 2 IS IN THE CONCRETE BASE OF THE WEST
 FX0140'BOLLARD.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE BASE
 FX0140'AND STAMPED BOLE NO 2 1961.
 FX0140'
 FX0140'BENCH MARK FLEET NO 5 IS 1 FOOT WEST OF THE EAST PROPERTY LINE
 FX0140'AND 42 FEET NORTH OF THE SOUTH PROPERTY LINE.  THE MARK IS
 FX0140'A STANDARD USC AND G. SURVEY BENCH MARK DISK SET IN THE TOP
 FX0140'OF A 1 FOOT ROUND CONCRETE POST AND STAMPED FLEET NO 5 1961.
 FX0140'
 FX0140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX0140
 FX0140                          STATION RECOVERY (1971)
 FX0140
 FX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 FX0140'STATION MARK, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
 FX0140'
 FX0140'THE MARKS ARE LOCATED AT THE U. S. DEPARTMENT OF COMMERCE, NATIONAL
 FX0140'OCEANIC AND ATMOSPHERIC ADMINISTRATION, NATIONAL OCEAN SURVEY
 FX0140'OFFICE.
 FX0140'
 FX0140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORFOLK.
 FX0140
 FX0140                          STATION RECOVERY (1971)
 FX0140
 FX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0140'AT NORFOLK.
 FX0140'AT NORFOLK, ABOUT 0.5 MILE WEST OF THE POST OFFICE, AT THE U.S.
 FX0140'DEPARTMENT OF COMMERCE, NATIONAL OCEANIC AND ATMOSPHERIC
 FX0140'ADMINISTRATION, NATIONAL OCEAN SURVEY OFFICE, SET IN THE TOP OF THE
 FX0140'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE MOST EASTERLY
 FX0140'BOLLARD IN A ROW OF BOLLARDS, 34.8 FEET NORTHWEST OF THE SOUTHEAST
 FX0140'CORNER OF A FENCE AROUND THE GOVERNMENT PROPERTY, 31 FEET WEST
 FX0140'OF THE FENCE ON THE EAST SIDE OF THE PROPERTY, 279 FEET EAST OF
 FX0140'BOLE RM 2, 16.1 FEET NORTH OF BOLE RM 1, 39.8 FEET SOUTHWEST
 FX0140'OF FLEET NO. 5, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE PARKING
 FX0140'AREA.
 FX0140
 FX0140                          STATION RECOVERY (1978)
 FX0140
 FX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0140'BENCH MARK RECOVERED.  NOTE=THIS MARK IS NOW IN THE MIDDLE OF A
 FX0140'DRIVEWAY, ABOUT 3 INCHES BELOW THE LEVEL OF THE DRIVEWAY, ACCESS
 FX0140'IS REACHED THROUGH A 3 INCH HOLE WITH A CAP.
 FX0140'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 FX0140
 FX0140                          STATION RECOVERY (1987)
 FX0140
 FX0140'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JDS)
 FX0140'THE STATION WAS RECOVERED AT THIS DATE.
 FX0140'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AT THIS TIME.
 FX0140'
 FX0140'HEIGHT OF LIGHT SHOWN WAS 1.70 METERS ABOVE THE MARK.
 FX0140'
 FX0140'RECOVERED BY J SHEA.
 FX0140
 FX0140                          STATION RECOVERY (1987)
 FX0140
 FX0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARL)
 FX0140'RECOVERED IN GOOD CONDITION.
 FX0140
 FX0140                          STATION RECOVERY (2004)
 FX0140
 FX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX0140'IN NORFOLK, AT 439 WEST YORK STREET, 5.1 M SOUTHEAST OF THE SOUTH
 FX0140'CORNER OF BUILDING  2  OF THE NATIONAL OCEANIC AND ATMOSPHERIC
 FX0140'ADMINISTRATIONS ATLANTIC MARINE CENTER  AT  439 WEST YORK STREET, IN
 FX0140'TOP OF AND NEAR THE SOUTHWEST CORNER OF THE 6 BY 6-FOOT  CONCRETE
 FX0140'FOUNDATION FOR A BOLLARD, 4.9 M NORTH OF BOLE REFERENCE MARK 1 AND A
 FX0140'SEAWALL,  0.4 NORTHEAST OF THE SOUTHWEST CORNER OF THE FOUNDATION, AND
 FX0140'THE DISK IS RECESSED 0.1  M BELOW THE FOUNDATION.  NOTE--THE DISK IS
 FX0140'ENCASED IN A 4-INCH STEEL PIPE.  THE MARK IS ON  PROPERTY OWED BY THE
 FX0140'NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, ATLANTIC  MARINE
 FX0140'CENTER, 439 WEST YORK STREET, NORFOLK, VA 23510.
 FX0140
 FX0140                          STATION RECOVERY (2006)
 FX0140
 FX0140'RECOVERY NOTE BY US POWER SQUADRON 2006 (CPS)
 FX0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0141 ***********************************************************************
 FX0141  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0141  DESIGNATION -  BOLE RM 1
 FX0141  PID         -  FX0141
 FX0141  STATE/COUNTY-  VA/C OF NORFOLK
 FX0141  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0141
 FX0141                         *CURRENT SURVEY CONTROL
 FX0141  ___________________________________________________________________
 FX0141* NAD 83(1986)-  36 51 10.     (N)    076 17 52.     (W)     SCALED    
 FX0141* NAVD 88     -         2.505  (meters)       8.22   (feet)  ADJUSTED  
 FX0141  ___________________________________________________________________
 FX0141  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0141  DYNAMIC HT  -           2.503 (meters)       8.21  (feet)  COMP
 FX0141  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 FX0141
 FX0141  VERT ORDER  -  FIRST     CLASS I
 FX0141
 FX0141.The horizontal coordinates were scaled from a topographic map and have
 FX0141.an estimated accuracy of +/- 6 seconds.
 FX0141
 FX0141.The orthometric height was determined by differential leveling
 FX0141.and adjusted by the National Geodetic Survey in June 1991..
 FX0141
 FX0141.This Tidal Bench Mark is designated as VM 3469
 FX0141.by the Center for Operational Oceanographic Products and Services.
 FX0141
 FX0141.The geoid height was determined by GEOID03.
 FX0141
 FX0141.The dynamic height is computed by dividing the NAVD 88
 FX0141.geopotential number by the normal gravity value computed on the
 FX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0141.degrees latitude (g = 980.6199 gals.).
 FX0141
 FX0141.The modeled gravity was interpolated from observed gravity values.
 FX0141
 FX0141;                    North         East    Units  Estimated Accuracy
 FX0141;SPC VA S     - 1,059,940.    3,696,380.      MT  (+/- 180 meters Scaled)
 FX0141
 FX0141                          SUPERSEDED SURVEY CONTROL
 FX0141
 FX0141  NGVD 29 (??/??/92)    2.744  (m)            9.00   (f) ADJ UNCH    1 1
 FX0141
 FX0141.Superseded values are not recommended for survey control.
 FX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0141.See file dsdata.txt to determine how the superseded data were derived.
 FX0141
 FX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843793(NAD 83)
 FX0141_MARKER: DR = REFERENCE MARK DISK
 FX0141_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX0141_SP_SET: SEAWALL
 FX0141_STAMPING: BOLE NO 1 1961
 FX0141_MARK LOGO: CGS   
 FX0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0141+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 FX0141
 FX0141  HISTORY     - Date     Condition        Report By
 FX0141  HISTORY     - 1961     MONUMENTED       CGS
 FX0141  HISTORY     - 1971     GOOD             NGS
 FX0141  HISTORY     - 1978     GOOD             NGS
 FX0141  HISTORY     - 20041005 GOOD             NGS
 FX0141  HISTORY     - 20060507 GOOD             USPSQD
 FX0141
 FX0141                          STATION DESCRIPTION
 FX0141
 FX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0141'AT NORFOLK.
 FX0141'AT NORFOLK, ABOUT 0.5 MILE WEST OF THE POST OFFICE, AT THE U.S.
 FX0141'DEPARTMENT OF COMMERCE, NATIONAL OCEANIC AND ATMOSPHERIC
 FX0141'ADMINISTRATION, NATIONAL OCEAN SURVEY OFFICE, SET IN THE TOP OF THE
 FX0141'EAST END OF THE SEAWALL, 7.5 FEET WEST OF THE WEST POST FOR A
 FX0141'GATE, 16.1 FEET SOUTH OF TRIANGULATION STATION BOLE, 49.4 FEET
 FX0141'SOUTHWEST OF FLEET NO. 5, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 FX0141'PARKING AREA.
 FX0141
 FX0141                          STATION RECOVERY (1978)
 FX0141
 FX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0141'RECOVERED IN GOOD CONDITION.
 FX0141
 FX0141                          STATION RECOVERY (2004)
 FX0141
 FX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX0141'IN NORFOLK, AT 439 WEST YORK STREET, 10.0 M SOUTH OF THE SOUTHEAST
 FX0141'CORNER OF BUILDING  NO 2 AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 FX0141'ADMINISTRATION ATLANTIC MARINE CENTER AT  439 WEST YORK STREET, IN TOP
 FX0141'OF A CONCRETE SEAWALL, 4.9 M SOUTH OF TRANGULATION STATION  BOLE, 0.4
 FX0141'M NORTH OF A CHAIN-LINK FENCE, 0.3 M EAST OF THE EAST POINT OF A STEEL
 FX0141'TIE BLOCK,  AND 0.2 M ABOVE THE LEVEL OF A PAVED PARKING AND WORK
 FX0141'AREA.  NOTE--THE MARK IS ON  PROPERTY OWNED BY THE NATIONAL OCEANIC
 FX0141'AND ATMOSPHERIC ADMINISTRATION, ATLANTIC  MARINE CENTER AT 439 WEST
 FX0141'YORK STREET, NORFOLK, VA 23510.
 FX0141
 FX0141                          STATION RECOVERY (2006)
 FX0141
 FX0141'RECOVERY NOTE BY US POWER SQUADRON 2006 (CPS)
 FX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0139 ***********************************************************************
 FX0139  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0139  DESIGNATION -  BOLE RM 2
 FX0139  PID         -  FX0139
 FX0139  STATE/COUNTY-  VA/C OF NORFOLK
 FX0139  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0139
 FX0139                         *CURRENT SURVEY CONTROL
 FX0139  ___________________________________________________________________
 FX0139* NAD 83(1993)-  36 51 09.80680(N)    076 17 54.08122(W)     ADJUSTED  
 FX0139* NAVD 88     -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 FX0139  ___________________________________________________________________
 FX0139  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FX0139  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0139  DYNAMIC HT  -           2.360 (meters)       7.74  (feet)  COMP
 FX0139  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 FX0139
 FX0139  HORZ ORDER  -  THIRD
 FX0139  VERT ORDER  -  FIRST     CLASS II
 FX0139
 FX0139.The horizontal coordinates were established by classical geodetic methods
 FX0139.and adjusted by the National Geodetic Survey in September 1995..
 FX0139
 FX0139.The orthometric height was determined by differential leveling
 FX0139.and adjusted by the National Geodetic Survey in February 2005..
 FX0139.WARNING-Repeat measurements at this control monument indicate possible
 FX0139.vertical movement.
 FX0139
 FX0139.This Tidal Bench Mark is designated as VM 3470
 FX0139.by the Center for Operational Oceanographic Products and Services.
 FX0139
 FX0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0139
 FX0139.The geoid height was determined by GEOID03.
 FX0139
 FX0139.The dynamic height is computed by dividing the NAVD 88
 FX0139.geopotential number by the normal gravity value computed on the
 FX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0139.degrees latitude (g = 980.6199 gals.).
 FX0139
 FX0139.The modeled gravity was interpolated from observed gravity values.
 FX0139
 FX0139;                    North         East     Units Scale Factor Converg.
 FX0139;SPC VA S     - 1,059,928.543 3,696,328.694   MT  0.99998549   +1 20 10.4
 FX0139;SPC VA S     - 3,477,448.89 12,127,038.39   sFT  0.99998549   +1 20 10.4
 FX0139;UTM  18      - 4,079,321.417   384,252.169   MT  0.99976505   -0 46 43.6
 FX0139
 FX0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0139!SPC VA S     -   1.00000544  x   0.99998549  =   0.99999093
 FX0139!UTM  18      -   1.00000544  x   0.99976505  =   0.99977049
 FX0139
 FX0139                          SUPERSEDED SURVEY CONTROL
 FX0139
 FX0139  NAD 83(1986)-  36 51 09.81249(N)    076 17 54.11665(W) AD(       ) 3
 FX0139  NAVD 88 (06/15/91)    2.360  (m)            7.74   (f) UNKNOWN     1 1
 FX0139  NGVD 29 (??/??/92)    2.597  (m)            8.52   (f) ADJ UNCH    1 1
 FX0139
 FX0139.Superseded values are not recommended for survey control.
 FX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0139.See file dsdata.txt to determine how the superseded data were derived.
 FX0139
 FX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8425279321(NAD 83)
 FX0139_MARKER: DR = REFERENCE MARK DISK
 FX0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0139_SP_SET: BOLLARD FOUNDATION
 FX0139_STAMPING: BOLE NO 2 1961
 FX0139_MARK LOGO: CGS   
 FX0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0139+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 FX0139
 FX0139  HISTORY     - Date     Condition        Report By
 FX0139  HISTORY     - 1961     MONUMENTED       CGS
 FX0139  HISTORY     - 1971     GOOD             NGS
 FX0139  HISTORY     - 1978     GOOD             NGS
 FX0139  HISTORY     - 1982     GOOD             USGS
 FX0139  HISTORY     - 1987     GOOD             NOS
 FX0139  HISTORY     - 20041005 GOOD             NGS
 FX0139  HISTORY     - 20060507 GOOD             USPSQD
 FX0139
 FX0139                          STATION DESCRIPTION
 FX0139
 FX0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0139'AT NORFOLK.
 FX0139'AT NORFOLK, ABOUT 0.5 MILE WEST OF THE POST OFFICE, AT THE
 FX0139'U.S. DEPARTMENT OF COMMERCE, NATIONAL OCEANIC AND ATMOSPHERIC
 FX0139'ADMINISTRATION, NATIONAL OCEAN SURVEY OFFICE, SET IN THE
 FX0139'TOP OF THE SOUTHWEST CORNER OF A 6- X 6-FOOT CONCRETE FOUNDATION
 FX0139'FOR THE MOST WESTERLY BOLLARD AT THE PIER, 139.5 FEET SOUTH OF
 FX0139'THE SOUTHWEST CORNER OF THE BUILDING, 29.5 FEET EAST OF THE
 FX0139'EAST EDGE OF THE NORTH-SOUTH CONCRETE SEAWALL, 14.4 FEET
 FX0139'NORTH OF THE NORTH EDGE OF THE EAST-WEST CONCRETE SEAWALL,
 FX0139'279 FEET WEST OF TRIANGULATION STATION BOLE, AND ABOUT 1/2
 FX0139'FOOT ABOVE THE LEVEL OF THE PARKING AREA.
 FX0139
 FX0139                          STATION RECOVERY (1978)
 FX0139
 FX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0139'RECOVERED IN GOOD CONDITION.
 FX0139
 FX0139                          STATION RECOVERY (1982)
 FX0139
 FX0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FX0139'RECOVERED IN GOOD CONDITION.
 FX0139
 FX0139                          STATION RECOVERY (1987)
 FX0139
 FX0139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JDS)
 FX0139'THE STATION IS LOCATED AT THE NATIONAL OCEAN SERVICE ATLANTIC MARINE
 FX0139'CENTER NEAR THE WATERS EDGE CEMENTED INTO A DRILL HOLE NEAR THE
 FX0139'WESTERN BOLLARD.
 FX0139'
 FX0139'TO REACH THE STATION FROM THE MARINE CENTERS FRONT GATE DRIVE
 FX0139'AROUND THE MAIN BUILDING, BUILDING NUMBER ONE AND DRIVE TO THE
 FX0139'AREA OF THE WESTERLY BOLLARD NEAR THE WATERS EDGE.
 FX0139'
 FX0139'THE STATION IS A STANDARD US C AND GS REFERENCE MARK AND IS
 FX0139'STAMPED---BOLE 1961 NO 2---, AND IS SET INTO A DRILL HOLE IN
 FX0139'THE CONCRETE SURROUNDING A STEEL BOLLARD.  IT IS LOCATED
 FX0139'0.038 METER (1.25 FEET) WEST FROM THE BOLLARD AND 4.33 METERS
 FX0139'(14.33 FEET) NORTH FROM THE SOUTH EDGE OF THE EAST-WEST BULKHEAD.
 FX0139'
 FX0139'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 FX0139'
 FX0139'DESCRIBED BY A EBADIRAD.
 FX0139
 FX0139                          STATION RECOVERY (2004)
 FX0139
 FX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX0139'IN NORFOLK, AT 439 WEST YORK STREET, 42.0 M SOUTH OF THE SOUTHWEST
 FX0139'CORNER OF BUILDING 2  OF THE NATIONAL OCEANIC AND ATMOSPHERIC
 FX0139'ADMINISTRATION ATLANTIC MARINE CENTER AT 439  WEST YORK STREET, IN TOP
 FX0139'OF AND NEAR THE WEST CORNER OF A 6 BY 6-FOOT CONCRETE  FOUNDATION FOR
 FX0139'THE MOST WESTERLY BOLLARD ON THE PIER, 9.7 M EAST OF THE WEST CORNER
 FX0139'OF A SEAWALL, 5.0 M NORTH OF THE SOUTH EDGE OF THE SEAWALL, AND 0.4
 FX0139'EAST OF THE WEST  CORNER OF THE FOUNDATION.   NOTE--THE MARK IS ON
 FX0139'PROPERTY OWNED BY THE NATIONAL  OCEANIC AND ATMOSPHERIC
 FX0139'ADMINISTRATION, ATLANTIC MARINE CENTER, 439 WEST YORK STREET,
 FX0139'NORFOLK, VA 23510.
 FX0139
 FX0139                          STATION RECOVERY (2006)
 FX0139
 FX0139'RECOVERY NOTE BY US POWER SQUADRON 2006 (CPS)
 FX0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2492 ***********************************************************************
 HV2492  DESIGNATION -  BOLT
 HV2492  PID         -  HV2492
 HV2492  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2492  USGS QUAD   -  OCCOQUAN (1994)
 HV2492
 HV2492                         *CURRENT SURVEY CONTROL
 HV2492  ___________________________________________________________________
 HV2492* NAD 83(1986)-  38 37 45.     (N)    077 15 03.     (W)     SCALED    
 HV2492* NAVD 88     -         3.813  (meters)      12.51   (feet)  ADJUSTED  
 HV2492  ___________________________________________________________________
 HV2492  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV2492  DYNAMIC HT  -           3.811 (meters)      12.50  (feet)  COMP
 HV2492  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 HV2492
 HV2492  VERT ORDER  -  FIRST     CLASS II
 HV2492
 HV2492.The horizontal coordinates were scaled from a topographic map and have
 HV2492.an estimated accuracy of +/- 6 seconds.
 HV2492
 HV2492.The orthometric height was determined by differential leveling
 HV2492.and adjusted by the National Geodetic Survey in June 1991..
 HV2492
 HV2492.The geoid height was determined by GEOID03.
 HV2492
 HV2492.The dynamic height is computed by dividing the NAVD 88
 HV2492.geopotential number by the normal gravity value computed on the
 HV2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2492.degrees latitude (g = 980.6199 gals.).
 HV2492
 HV2492.The modeled gravity was interpolated from observed gravity values.
 HV2492
 HV2492;                    North         East    Units  Estimated Accuracy
 HV2492;SPC VA N     - 2,107,580.    3,608,760.      MT  (+/- 180 meters Scaled)
 HV2492
 HV2492                          SUPERSEDED SURVEY CONTROL
 HV2492
 HV2492  NGVD 29 (??/??/??)    4.074  (m)           13.37   (f) ADJUSTED    1 2
 HV2492
 HV2492.Superseded values are not recommended for survey control.
 HV2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2492.See file dsdata.txt to determine how the superseded data were derived.
 HV2492
 HV2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH040780(NAD 83)
 HV2492_MARKER: B = BOLT
 HV2492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2492_SP_SET: BRIDGE
 HV2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2492
 HV2492  HISTORY     - Date     Condition        Report By
 HV2492  HISTORY     - UNK      MONUMENTED       CGS
 HV2492  HISTORY     - 1941     GOOD             CGS
 HV2492  HISTORY     - 1971     MARK NOT FOUND   NGS
 HV2492  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2492
 HV2492                          STATION DESCRIPTION
 HV2492
 HV2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2492'0.3 MI S FROM FEATHERSTONE.
 HV2492'0.3 MILE SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2492'RAILROAD FROM THE STATION AT FEATHERSTONE, PRINCE WILLIAM
 HV2492'COUNTY, AT A STEEL-TRUSS BRIDGE OVER QUANTICO CREEK, AND IN THE
 HV2492'EAST SIDE OF THE SOUTH ABUTMENT.  A BRASS BOLT.  NOTE-- THIS BENCH
 HV2492'MARK IS ALSO 3.5 MILES SOUTHWEST OF WOODBRIDGE.
 HV2492
 HV2492                          STATION RECOVERY (1971)
 HV2492
 HV2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2492'MARK NOT FOUND.
 HV2492
 HV2492                          STATION RECOVERY (1978)
 HV2492
 HV2492'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3140 ***********************************************************************
 HV3140  DESIGNATION -  BOLT
 HV3140  PID         -  HV3140
 HV3140  STATE/COUNTY-  VA/CAROLINE
 HV3140  USGS QUAD   -  GUINEA (1966)
 HV3140
 HV3140                         *CURRENT SURVEY CONTROL
 HV3140  ___________________________________________________________________
 HV3140* NAD 83(1986)-  38 08 19.     (N)    077 26 40.     (W)     SCALED    
 HV3140* NAVD 88     -        39.203  (meters)     128.62   (feet)  ADJUSTED  
 HV3140  ___________________________________________________________________
 HV3140  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3140  DYNAMIC HT  -          39.178 (meters)     128.54  (feet)  COMP
 HV3140  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 HV3140
 HV3140  VERT ORDER  -  SECOND    CLASS 0
 HV3140
 HV3140.The horizontal coordinates were scaled from a topographic map and have
 HV3140.an estimated accuracy of +/- 6 seconds.
 HV3140
 HV3140.The orthometric height was determined by differential leveling
 HV3140.and adjusted by the National Geodetic Survey in June 1991..
 HV3140
 HV3140.The geoid height was determined by GEOID03.
 HV3140
 HV3140.The dynamic height is computed by dividing the NAVD 88
 HV3140.geopotential number by the normal gravity value computed on the
 HV3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3140.degrees latitude (g = 980.6199 gals.).
 HV3140
 HV3140.The modeled gravity was interpolated from observed gravity values.
 HV3140
 HV3140;                    North         East    Units  Estimated Accuracy
 HV3140;SPC VA N     - 2,052,920.    3,592,530.      MT  (+/- 180 meters Scaled)
 HV3140
 HV3140                          SUPERSEDED SURVEY CONTROL
 HV3140
 HV3140  NGVD 29 (??/??/??)   39.507  (m)          129.62   (f) ADJUSTED    2 0
 HV3140
 HV3140.Superseded values are not recommended for survey control.
 HV3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3140.See file dsdata.txt to determine how the superseded data were derived.
 HV3140
 HV3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH857240(NAD 83)
 HV3140_MARKER: B = BOLT
 HV3140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3140_SP_SET: BRIDGE
 HV3140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3140
 HV3140  HISTORY     - Date     Condition        Report By
 HV3140  HISTORY     - UNK      MONUMENTED       CGS
 HV3140  HISTORY     - 1960     GOOD             CGS
 HV3140  HISTORY     - 1970     GOOD             NGS
 HV3140  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3140  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV3140
 HV3140                          STATION DESCRIPTION
 HV3140
 HV3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3140'4.8 MI E FROM THORNBURG.
 HV3140'ABOUT 4.8 MILES EAST ALONG ROAD 606 FROM THE INTERSECTION OF
 HV3140'U.S. HIGHWAY 1 AT THORNBURG, ABOUT 0.45 MILE SOUTHWEST OF
 HV3140'HOPEWELL CHURCH AT GUINEA, 1.25 MILES NORTHEAST OF THE JUNCTION
 HV3140'OF ROAD 632 LEADING SOUTH, TOP OF FOUR CORNER PIECE OF IRON IN
 HV3140'TOP OF SOUTHWEST END OF SOUTHEAST CONCRETE BANISTER OF A NARROW
 HV3140'60-FOOT CONCRETE BRIDGE, 0.6 FOOT NORTHEAST OF THE SOUTHWEST
 HV3140'END OF BANISTER, 0.8 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF
 HV3140'SAME BANISTER, 6 3/4 FEET SOUTHEAST OF CENTER LINE OF BRIDGE FLOOR,
 HV3140'AND ABOUT 3 FEET ABOVE THE LEVEL OF BRIDGE FLOOR.
 HV3140
 HV3140                          STATION RECOVERY (1970)
 HV3140
 HV3140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HV3140'RECOVERED IN GOOD CONDITION.
 HV3140
 HV3140                          STATION RECOVERY (1999)
 HV3140
 HV3140'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3140'MARK NOT FOUND.
 HV3140
 HV3140                          STATION RECOVERY (2002)
 HV3140
 HV3140'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 HV3140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2507 ***********************************************************************
 HV2507  DESIGNATION -  BOLT USGS
 HV2507  PID         -  HV2507
 HV2507  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2507  USGS QUAD   -  QUANTICO (1994)
 HV2507
 HV2507                         *CURRENT SURVEY CONTROL
 HV2507  ___________________________________________________________________
 HV2507* NAD 83(1986)-  38 31 36.     (N)    077 17 22.     (W)     SCALED    
 HV2507* NAVD 88     -         4.939  (meters)      16.20   (feet)  ADJUSTED  
 HV2507  ___________________________________________________________________
 HV2507  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV2507  DYNAMIC HT  -           4.936 (meters)      16.19  (feet)  COMP
 HV2507  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 HV2507
 HV2507  VERT ORDER  -  FIRST     CLASS I
 HV2507
 HV2507.The horizontal coordinates were scaled from a topographic map and have
 HV2507.an estimated accuracy of +/- 6 seconds.
 HV2507
 HV2507.The orthometric height was determined by differential leveling
 HV2507.and adjusted by the National Geodetic Survey in June 1991..
 HV2507
 HV2507.The geoid height was determined by GEOID03.
 HV2507
 HV2507.The dynamic height is computed by dividing the NAVD 88
 HV2507.geopotential number by the normal gravity value computed on the
 HV2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2507.degrees latitude (g = 980.6199 gals.).
 HV2507
 HV2507.The modeled gravity was interpolated from observed gravity values.
 HV2507
 HV2507;                    North         East    Units  Estimated Accuracy
 HV2507;SPC VA N     - 2,096,150.    3,605,550.      MT  (+/- 180 meters Scaled)
 HV2507
 HV2507                          SUPERSEDED SURVEY CONTROL
 HV2507
 HV2507  NGVD 29 (??/??/??)    5.182  (m)           17.00   (f) ADJUSTED    1 1
 HV2507
 HV2507.Superseded values are not recommended for survey control.
 HV2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2507.See file dsdata.txt to determine how the superseded data were derived.
 HV2507
 HV2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH004667(NAD 83)
 HV2507_MARKER: B = BOLT
 HV2507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2507_SP_SET: ABUTMENT
 HV2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2507
 HV2507  HISTORY     - Date     Condition        Report By
 HV2507  HISTORY     - UNK      MONUMENTED       USGS
 HV2507  HISTORY     - 1971     GOOD             NGS
 HV2507  HISTORY     - 1978     GOOD             DMA
 HV2507
 HV2507                          STATION DESCRIPTION
 HV2507
 HV2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2507'0.4 MI NE FROM QUANTICO.
 HV2507'ABOUT 0.45 MILE NORTHEAST ALONG THE RICHMOND, FREDERICKSBRUG
 HV2507'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 0.25 MILE
 HV2507'NORTHEAST OF MILEPOST 79, 6 FEET SOUTHEAST OF THE SOUTHEAST
 HV2507'RAIL OF THE SOUTHEAST TRACK, 101.5 FEET EAST AND ACROSS THE TRACK
 HV2507'FROM BENCH MARK K 464, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HV2507'TRACK, AND IS A 3/4-INCH COPPER BOLT SET IN THE TOP OF THE
 HV2507'EAST CORNER OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 HV2507'ABUTMENT OF A RAILROAD TRESTLE OVER QUANTICO CREEK.
 HV2507
 HV2507                          STATION RECOVERY (1978)
 HV2507
 HV2507'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2364 ***********************************************************************
 HV2364  DESIGNATION -  BOLT=89.5=157.45
 HV2364  PID         -  HV2364
 HV2364  STATE/COUNTY-  VA/FAIRFAX
 HV2364  USGS QUAD   -  FORT BELVOIR (1983)
 HV2364
 HV2364                         *CURRENT SURVEY CONTROL
 HV2364  ___________________________________________________________________
 HV2364* NAD 83(1986)-  38 42 46.     (N)    077 13 03.     (W)     SCALED    
 HV2364* NAVD 88     -        20.899  (meters)      68.57   (feet)  ADJUSTED  
 HV2364  ___________________________________________________________________
 HV2364  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV2364  DYNAMIC HT  -          20.887 (meters)      68.53  (feet)  COMP
 HV2364  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 HV2364
 HV2364  VERT ORDER  -  FIRST     CLASS II
 HV2364
 HV2364.The horizontal coordinates were scaled from a topographic map and have
 HV2364.an estimated accuracy of +/- 6 seconds.
 HV2364
 HV2364.The orthometric height was determined by differential leveling
 HV2364.and adjusted by the National Geodetic Survey in June 1991..
 HV2364
 HV2364.The geoid height was determined by GEOID03.
 HV2364
 HV2364.The dynamic height is computed by dividing the NAVD 88
 HV2364.geopotential number by the normal gravity value computed on the
 HV2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2364.degrees latitude (g = 980.6199 gals.).
 HV2364
 HV2364.The modeled gravity was interpolated from observed gravity values.
 HV2364
 HV2364;                    North         East    Units  Estimated Accuracy
 HV2364;SPC VA N     - 2,116,900.    3,611,540.      MT  (+/- 180 meters Scaled)
 HV2364
 HV2364                          SUPERSEDED SURVEY CONTROL
 HV2364
 HV2364  NGVD 29 (??/??/??)   21.160  (m)           69.42   (f) ADJUSTED    1 2
 HV2364
 HV2364.Superseded values are not recommended for survey control.
 HV2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2364.See file dsdata.txt to determine how the superseded data were derived.
 HV2364
 HV2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH071872(NAD 83)
 HV2364_MARKER: B = BOLT
 HV2364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2364_SP_SET: BRIDGE ABUTMENT
 HV2364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2364
 HV2364  HISTORY     - Date     Condition        Report By
 HV2364  HISTORY     - UNK      MONUMENTED       CGS
 HV2364  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2364
 HV2364                          STATION DESCRIPTION
 HV2364
 HV2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2364'0.7 MI NE FROM LORTON.
 HV2364'1/4 MILE SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV2364'RAILROAD FROM THE WAITING SHED AT POHICK, FAIRFAX COUNTY, AT THE
 HV2364'BRIDGE OVER POHICK CREEK, IN THE SOUTH CONCRETE ABUTMENT, AND EAST
 HV2364'OF THE TRACK.  AN IRON BOLT.  NOTE-- THE BRIDGE HAS BEEN RAISED
 HV2364'ABOUT 14 INCHES BY SETTING NEW CONCRETE ON TOP OF THE OLD
 HV2364'ABUTMENTS COVERING THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5331 ***********************************************************************
 HV5331  DESIGNATION -  BOM 2
 HV5331  PID         -  HV5331
 HV5331  STATE/COUNTY-  VA/KING GEORGE
 HV5331  USGS QUAD   -  DAHLGREN (1983)
 HV5331
 HV5331                         *CURRENT SURVEY CONTROL
 HV5331  ___________________________________________________________________
 HV5331* NAD 83(1993)-  38 21 28.65255(N)    077 00 56.43251(W)     ADJUSTED  
 HV5331* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 HV5331  ___________________________________________________________________
 HV5331  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 HV5331  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HV5331
 HV5331  HORZ ORDER  -  FIRST
 HV5331
 HV5331.The horizontal coordinates were established by classical geodetic methods
 HV5331.and adjusted by the National Geodetic Survey in November 1994..
 HV5331
 HV5331.The orthometric height was scaled from a topographic map.
 HV5331
 HV5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5331
 HV5331.The geoid height was determined by GEOID03.
 HV5331
 HV5331;                    North         East     Units Scale Factor Converg.
 HV5331;SPC VA N     - 2,077,780.687 3,629,724.572   MT  0.99995859   +0 55 35.0
 HV5331;SPC VA N     - 6,816,852.14 11,908,521.37   sFT  0.99995859   +0 55 35.0
 HV5331;SPC MD       -    76,736.552   398,629.897   MT  0.99999042   -0 00 35.4
 HV5331;SPC MD       -   251,759.84  1,307,838.25   sFT  0.99999042   -0 00 35.4
 HV5331;UTM  18      - 4,247,455.444   323,884.304   MT  0.99998199   -1 15 04.3
 HV5331
 HV5331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5331!SPC VA N     -   1.00000420  x   0.99995859  =   0.99996279
 HV5331!SPC MD       -   1.00000420  x   0.99999042  =   0.99999462
 HV5331!UTM  18      -   1.00000420  x   0.99998199  =   0.99998619
 HV5331
 HV5331|---------------------------------------------------------------------|
 HV5331| PID    Reference Object                     Distance      Geod. Az  |
 HV5331|                                                           dddmmss.s |
 HV5331| HV8125 BOM 2 RM 1                           10.688 METERS 05813     |
 HV5331| DC6703 BOM 2 RM 2                            8.682 METERS 08107     |
 HV5331| HV7091 LOWER CEDAR POINT LIGHT 1954        APPROX. 2.8 KM 1354614.4 |
 HV5331| HV5337 DAHLGREN PROVING GROUND S TANK      APPROX. 4.5 KM 2034046.1 |
 HV5331| DC6702 BOM 2 AZ MK                                        2730707.0 |
 HV5331|---------------------------------------------------------------------|
 HV5331
 HV5331                          SUPERSEDED SURVEY CONTROL
 HV5331
 HV5331  NAD 83(1993)-  38 21 28.65346(N)    077 00 56.43761(W) AD(       ) 1
 HV5331  NAD 83(1986)-  38 21 28.65307(N)    077 00 56.44762(W) AD(       ) 1
 HV5331  NAD 27      -  38 21 28.19500(N)    077 00 57.54000(W) AD(       ) 1
 HV5331
 HV5331.Superseded values are not recommended for survey control.
 HV5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5331.See file dsdata.txt to determine how the superseded data were derived.
 HV5331
 HV5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2388447455(NAD 83)
 HV5331_MARKER: DS = TRIANGULATION STATION DISK
 HV5331_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5331+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV5331
 HV5331  HISTORY     - Date     Condition        Report By
 HV5331  HISTORY     - 1954     MONUMENTED       CGS
 HV5331  HISTORY     - 1958     GOOD             CGS
 HV5331  HISTORY     - 19930223 GOOD             USPSQD
 HV5331  HISTORY     - 19981210 GOOD             USPSQD
 HV5331  HISTORY     - 20031218 GOOD             USPSQD
 HV5331
 HV5331                          STATION DESCRIPTION
 HV5331
 HV5331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5331'STATION IS LOCATED ON THE WEST BANK OF THE POTOMAC RIVER,
 HV5331'ON THE DAHLGREN NAVAL PROVING GROUND AND JUST WEST OF THE END
 HV5331'OF THE BRIDGE OVER THE POTOMAC RIVER.  IT IS 40 FEET WEST
 HV5331'OF A POWER LINE POLE AND 30 FEET WEST OF THE CENTER OF A GRAVEL
 HV5331'ROAD.  THE DISK IS SET FLUSH IN THE APPROXIMATE CENTER OF A
 HV5331'20 INCH DIAMETER CONCRETE PEDESTAL, AND THE DISK IS STAMPED
 HV5331'BOM 2 1954.
 HV5331'
 HV5331'REFERENCE MARK NO. 1 IS SET FLUSH IN A DRILL HOLE IN THE
 HV5331'CENTER OF A SIX SIDED CONCRETE PEDESTAL.  THE DISK IS STAMPED
 HV5331'BOM 2 NO 1 1954.
 HV5331'
 HV5331'REFERENCE MARK NO. 2 IS 12 FEET WEST OF THE CENTER LINE OF
 HV5331'A GRAVEL ROAD AND IS SET FLUSH IN A DRILL HOLE IN THE SOUTH
 HV5331'CORNER OF A CONCRETE FOUNDATION.  THE DISK IS STAMPED BOM
 HV5331'2 NO 2 1954.
 HV5331'
 HV5331'AZIMUTH MARK IS 63 FEET SOUTH OF THE CENTER OF A PAVED ROAD
 HV5331'AND 120 FEET EAST-SOUTHEAST OF A CONCRETE BRIDGE.  THE MARK
 HV5331'PROJECTS 5 INCHES AND THE DISK IS STAMPED BOM 2 1954.
 HV5331'
 HV5331'TO REACH THE STATION FROM THE INTERSECTION OF HOLDEN, TISDALE AND
 HV5331'DAHLGREN ROADS IN FRONT OF THE ORDNANCE BUILDING WITHIN
 HV5331'THE RESERVATION, GO NORTHEAST ON TISDALE ROAD FOR 2.5 MILES
 HV5331'TO A ROAD TO THE RIGHT NEAR A TALL, SILVER PAINTED BUILDING,
 HV5331'TURN RIGHT AND GO 0.1 MILE TO THE STATION SITE JUST WEST OF
 HV5331'THE WEST END OF THE BRIDGE AS DESCRIBED.
 HV5331'
 HV5331'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR
 HV5331'0.1 MILE TO A PAVED ROAD TO THE LEFT, GO WEST ON THE PAVED
 HV5331'ROAD FOR 0.3 MILE TO MARK ON THE LEFT AS DESCRIBED.
 HV5331'
 HV5331'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HV5331
 HV5331                          STATION RECOVERY (1958)
 HV5331
 HV5331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5331'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 HV5331'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE EXCEPT THE BRIDGE
 HV5331'MENTIONED IS A CONCRETE CULVERT.
 HV5331
 HV5331                          STATION RECOVERY (1993)
 HV5331
 HV5331'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5331'RECOVERED IN GOOD CONDITION.
 HV5331
 HV5331                          STATION RECOVERY (1998)
 HV5331
 HV5331'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5331'RECOVERED IN GOOD CONDITION.
 HV5331
 HV5331                          STATION RECOVERY (2003)
 HV5331
 HV5331'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5331'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8125 ***********************************************************************
 HV8125  DESIGNATION -  BOM 2 RM 1
 HV8125  PID         -  HV8125
 HV8125  STATE/COUNTY-  VA/KING GEORGE
 HV8125  USGS QUAD   -  DAHLGREN (1983)
 HV8125
 HV8125                         *CURRENT SURVEY CONTROL
 HV8125  ___________________________________________________________________
 HV8125* NAD 83(1993)-  38 21 28.83512(N)    077 00 56.05830(W)     ADJUSTED  
 HV8125* NAVD 88     -         6.579  (meters)      21.58   (feet)  ADJUSTED  
 HV8125  ___________________________________________________________________
 HV8125  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 HV8125  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HV8125  DYNAMIC HT  -           6.575 (meters)      21.57  (feet)  COMP
 HV8125  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 HV8125
 HV8125  HORZ ORDER  -  FIRST
 HV8125  VERT ORDER  -  FIRST     CLASS II
 HV8125
 HV8125.The horizontal coordinates were established by GPS observations
 HV8125.and adjusted by the National Geodetic Survey in November 1994..
 HV8125
 HV8125.The orthometric height was determined by differential leveling
 HV8125.and adjusted by the National Geodetic Survey in June 1991..
 HV8125
 HV8125.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8125
 HV8125.The geoid height was determined by GEOID03.
 HV8125
 HV8125.The dynamic height is computed by dividing the NAVD 88
 HV8125.geopotential number by the normal gravity value computed on the
 HV8125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8125.degrees latitude (g = 980.6199 gals.).
 HV8125
 HV8125.The modeled gravity was interpolated from observed gravity values.
 HV8125
 HV8125;                    North         East     Units Scale Factor Converg.
 HV8125;SPC VA N     - 2,077,786.462 3,629,733.565   MT  0.99995858   +0 55 35.2
 HV8125;SPC VA N     - 6,816,871.08 11,908,550.87   sFT  0.99995858   +0 55 35.2
 HV8125;SPC MD       -    76,742.180   398,638.984   MT  0.99999041   -0 00 35.2
 HV8125;SPC MD       -   251,778.30  1,307,868.07   sFT  0.99999041   -0 00 35.2
 HV8125;UTM  18      - 4,247,460.874   323,893.510   MT  0.99998195   -1 15 04.1
 HV8125
 HV8125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8125!SPC VA N     -   1.00000420  x   0.99995858  =   0.99996278
 HV8125!SPC MD       -   1.00000420  x   0.99999041  =   0.99999461
 HV8125!UTM  18      -   1.00000420  x   0.99998195  =   0.99998615
 HV8125
 HV8125                          SUPERSEDED SURVEY CONTROL
 HV8125
 HV8125  NAD 83(1993)-  38 21 28.83589(N)    077 00 56.06372(W) AD(       ) 1
 HV8125  NAD 83(1986)-  38 21 28.83557(N)    077 00 56.07361(W) AD(       ) 1
 HV8125  NGVD 29 (05/17/90)    6.815  (m)           22.36   (f) ADJUSTED    1 2
 HV8125
 HV8125.Superseded values are not recommended for survey control.
 HV8125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8125.See file dsdata.txt to determine how the superseded data were derived.
 HV8125
 HV8125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2389447461(NAD 83)
 HV8125_MARKER: DR = REFERENCE MARK DISK
 HV8125_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV8125+WITH SETTING: PAVEMENT
 HV8125_SP_SET: CONCRETE PEDESTAL
 HV8125_STAMPING: BOM 2 NO 1 1954
 HV8125_MARK LOGO: CGS   
 HV8125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8125+STABILITY: SURFACE MOTION
 HV8125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8125+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV8125
 HV8125  HISTORY     - Date     Condition        Report By
 HV8125  HISTORY     - 1954     MONUMENTED       CGS
 HV8125  HISTORY     - 1987     GOOD             NGS
 HV8125  HISTORY     - 19981210 GOOD             USPSQD
 HV8125  HISTORY     - 20031218 GOOD             USPSQD
 HV8125
 HV8125                          STATION DESCRIPTION
 HV8125
 HV8125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HV8125'IN DAHLGREN.
 HV8125'IN DAHLGREN, LOCATED ON THE GROUNDS OF THE U.S. NAVAL SURFACE
 HV8125'WEAPONS CENTER, ON THE WEST BANK OF THE POTOMAC RIVER AND NORTHEAST
 HV8125'OF BUILDING NUMBER 428, ABOUT 0.2 KM (0.10 MI) SOUTHEAST OF THE GATE
 HV8125'C ENTRANCE OF THE BASE, IN TOP OF A SIX SIDED CONCRETE PEDESTAL.
 HV8125'10.7 M (35.1 FT) SOUTHEAST OF HORIZONTAL STATION BOM, 6.8 M (22.3 FT)
 HV8125'EAST OF THE CENTER OF A GRAVEL ROAD.
 HV8125'THE MARK IS 0.5 M ABOVE GROUND.
 HV8125
 HV8125                          STATION RECOVERY (1998)
 HV8125
 HV8125'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8125'RECOVERED IN GOOD CONDITION.
 HV8125
 HV8125                          STATION RECOVERY (2003)
 HV8125
 HV8125'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV8125'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5330 ***********************************************************************
 HV5330  DESIGNATION -  BOM NPG 1941
 HV5330  PID         -  HV5330
 HV5330  STATE/COUNTY-  VA/KING GEORGE
 HV5330  USGS QUAD   -  DAHLGREN (1983)
 HV5330
 HV5330                         *CURRENT SURVEY CONTROL
 HV5330  ___________________________________________________________________
 HV5330* NAD 83(1993)-  38 21 28.69977(N)    077 00 56.09060(W)     ADJUSTED  
 HV5330* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HV5330  ___________________________________________________________________
 HV5330  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 HV5330  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HV5330
 HV5330  HORZ ORDER  -  SECOND
 HV5330
 HV5330.The horizontal coordinates were established by classical geodetic methods
 HV5330.and adjusted by the National Geodetic Survey in November 1994..
 HV5330
 HV5330.The orthometric height was scaled from a topographic map.
 HV5330
 HV5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5330
 HV5330.The geoid height was determined by GEOID03.
 HV5330
 HV5330;                    North         East     Units Scale Factor Converg.
 HV5330;SPC VA N     - 2,077,782.277 3,629,732.848   MT  0.99995859   +0 55 35.2
 HV5330;SPC VA N     - 6,816,857.35 11,908,548.52   sFT  0.99995859   +0 55 35.2
 HV5330;SPC MD       -    76,738.006   398,638.199   MT  0.99999042   -0 00 35.2
 HV5330;SPC MD       -   251,764.61  1,307,865.49   sFT  0.99999042   -0 00 35.2
 HV5330;UTM  18      - 4,247,456.719   323,892.635   MT  0.99998196   -1 15 04.1
 HV5330
 HV5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5330!SPC VA N     -   1.00000448  x   0.99995859  =   0.99996307
 HV5330!SPC MD       -   1.00000448  x   0.99999042  =   0.99999490
 HV5330!UTM  18      -   1.00000448  x   0.99998196  =   0.99998644
 HV5330
 HV5330                          SUPERSEDED SURVEY CONTROL
 HV5330
 HV5330  NAD 83(1993)-  38 21 28.70029(N)    077 00 56.09523(W) AD(       ) 2
 HV5330  NAD 83(1986)-  38 21 28.69985(N)    077 00 56.10538(W) AD(       ) 2
 HV5330  NAD 27      -  38 21 28.24400(N)    077 00 57.19600(W) AD(       ) 2
 HV5330
 HV5330.Superseded values are not recommended for survey control.
 HV5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5330.See file dsdata.txt to determine how the superseded data were derived.
 HV5330
 HV5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2389347457(NAD 83)
 HV5330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5330_SETTING: 0 = UNSPECIFIED SETTING
 HV5330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5330
 HV5330  HISTORY     - Date     Condition        Report By
 HV5330  HISTORY     - 1941     MONUMENTED       USN
 HV5330  HISTORY     - 1954     MARK NOT FOUND   CGS
 HV5330  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5330  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5330  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5330
 HV5330                          STATION DESCRIPTION
 HV5330
 HV5330'DESCRIBED BY US NAVY 1941 (GCM)
 HV5330'ON THE WEST BANK OF THE RIVER ABOUT 250 FEET SOUTH OF THE WEST
 HV5330'END OF THE POTOMAC RIVER BRIDGE, 75 FEET WEST OF THE WEST BANK
 HV5330'OF RIVER.  MARKED BY A STANDARD NAVY DEPARTMENT TRIANGULATION
 HV5330'DISC SET IN CONCRETE.  SURFACE MARK ONLY.
 HV5330
 HV5330                          STATION RECOVERY (1954)
 HV5330
 HV5330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5330'STATION WAS NOT RECOVERED.  IT IS EVIDENTLY UNDER A METAL
 HV5330'PEDESTAL AND A SLAB OF CONCRETE.  A NEW STATION BOM 2 1954 WAS
 HV5330'ESTABLISHED.
 HV5330
 HV5330                          STATION RECOVERY (1993)
 HV5330
 HV5330'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5330'MARK NOT FOUND.
 HV5330
 HV5330                          STATION RECOVERY (1998)
 HV5330
 HV5330'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5330'MARK NOT FOUND.
 HV5330
 HV5330                          STATION RECOVERY (2003)
 HV5330
 HV5330'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5330'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3335 ***********************************************************************
 FX3335  DESIGNATION -  BOND 1932
 FX3335  PID         -  FX3335
 FX3335  STATE/COUNTY-  VA/C OF NORFOLK
 FX3335  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3335
 FX3335                         *CURRENT SURVEY CONTROL
 FX3335  ___________________________________________________________________
 FX3335* NAD 83(1993)-  36 52 08.49947(N)    076 16 39.76102(W)     ADJUSTED  
 FX3335* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3335  ___________________________________________________________________
 FX3335  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 FX3335  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX3335
 FX3335  HORZ ORDER  -  THIRD
 FX3335
 FX3335.The horizontal coordinates were established by classical geodetic methods
 FX3335.and adjusted by the National Geodetic Survey in September 1995..
 FX3335
 FX3335.The orthometric height was scaled from a topographic map.
 FX3335
 FX3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3335
 FX3335.The geoid height was determined by GEOID03.
 FX3335
 FX3335;                    North         East     Units Scale Factor Converg.
 FX3335;SPC VA S     - 1,061,780.432 3,698,126.715   MT  0.99998300   +1 20 55.5
 FX3335;SPC VA S     - 3,483,524.63 12,132,937.40   sFT  0.99998300   +1 20 55.5
 FX3335;UTM  18      - 4,081,105.285   386,116.904   MT  0.99975977   -0 46 00.1
 FX3335
 FX3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3335!SPC VA S     -   1.00000523  x   0.99998300  =   0.99998823
 FX3335!UTM  18      -   1.00000523  x   0.99975977  =   0.99976500
 FX3335
 FX3335:                Primary Azimuth Mark                     Grid Az
 FX3335:SPC VA S     -  WTAR TOWER 2                             117 28 22.8
 FX3335:UTM  18      -  WTAR TOWER 2                             119 35 18.4
 FX3335
 FX3335|---------------------------------------------------------------------|
 FX3335| PID    Reference Object                     Distance      Geod. Az  |
 FX3335|                                                           dddmmss.s |
 FX3335| FX3009 WTAR TOWER 2                        APPROX. 6.7 KM 1184918.3 |
 FX3335| FX3010 WTAR TOWER 3                        APPROX. 6.7 KM 1185557.8 |
 FX3335| FX3008 WTAR TOWER 1                        APPROX. 6.7 KM 1205611.8 |
 FX3335| FX2985 FORD WATER TANK                     APPROX. 4.8 KM 1460125.9 |
 FX3335|---------------------------------------------------------------------|
 FX3335
 FX3335                          SUPERSEDED SURVEY CONTROL
 FX3335
 FX3335  NAD 83(1986)-  36 52 08.50506(N)    076 16 39.79663(W) AD(       ) 3
 FX3335  NAD 27      -  36 52 07.97200(N)    076 16 41.00700(W) AD(       ) 3
 FX3335
 FX3335.Superseded values are not recommended for survey control.
 FX3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3335.See file dsdata.txt to determine how the superseded data were derived.
 FX3335
 FX3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8611781105(NAD 83)
 FX3335_MARKER: 51 = TANK
 FX3335
 FX3335  HISTORY     - Date     Condition        Report By
 FX3335  HISTORY     - 1932     FIRST OBSERVED   CGS
 FX3335  HISTORY     - 1937     GOOD             CGS
 FX3335  HISTORY     - 1947     GOOD             CGS
 FX3335  HISTORY     - 1954     GOOD             AMS
 FX3335  HISTORY     - 1960     GOOD             CGS
 FX3335  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 FX3335  HISTORY     - 20021214 POOR             USPSQD
 FX3335
 FX3335                          STATION DESCRIPTION
 FX3335
 FX3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3335'THE FINIAL ON THE BLACK METAL WATER TANK ONE BLOCK E OF
 FX3335'TWENTY-FIFTH AND CHURCH STREETS, NORFOLK, VIRGINIA.  BOND
 FX3335'SEAL PAINTED ON SIDE OF TANK.
 FX3335
 FX3335                          STATION RECOVERY (1937)
 FX3335
 FX3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RPE)
 FX3335'STATION RECOVERED AS DESCRIBED.
 FX3335
 FX3335                          STATION RECOVERY (1947)
 FX3335
 FX3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLA)
 FX3335'TANK FOUND AS DESCRIBED BUT THE STATION WAS NOT VISITED.
 FX3335
 FX3335                          STATION RECOVERY (1954)
 FX3335
 FX3335'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3335'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3335
 FX3335                          STATION RECOVERY (1960)
 FX3335
 FX3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3335'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE WEST SIDE
 FX3335'OF GAZEL STREET BETWEEN 23RD STREET AND 25TH STREET.  IT IS
 FX3335'130 FEET NORTH OF THE CENTER OF 23RD. STREET AND 120 FEET
 FX3335'WEST OF THE CENTER OF GAZEL STREET.  IN THE CITY OF NORFOLK.
 FX3335
 FX3335                          STATION RECOVERY (1998)
 FX3335
 FX3335'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3335'MARK NOT FOUND.
 FX3335
 FX3335                          STATION RECOVERY (2002)
 FX3335
 FX3335'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX3335'TANK AND SUPPORTS HAVE BEEN REMOVED.  BASES STILL INTACT.  MAY BE USED
 FX3335'AS A REFERENCE POINT.  LAT AND LON ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3595 ***********************************************************************
 GV3595  DESIGNATION -  BONE 1952
 GV3595  PID         -  GV3595
 GV3595  STATE/COUNTY-  VA/ACCOMACK
 GV3595  USGS QUAD   -  EWELL (1986)
 GV3595
 GV3595                         *CURRENT SURVEY CONTROL
 GV3595  ___________________________________________________________________
 GV3595* NAD 83(1993)-  37 53 06.23614(N)    076 00 11.58453(W)     ADJUSTED  
 GV3595* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3595  ___________________________________________________________________
 GV3595  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GV3595  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV3595
 GV3595  HORZ ORDER  -  THIRD
 GV3595
 GV3595.The horizontal coordinates were established by classical geodetic methods
 GV3595.and adjusted by the National Geodetic Survey in November 1994..
 GV3595
 GV3595.The orthometric height was scaled from a topographic map.
 GV3595
 GV3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3595
 GV3595.The geoid height was determined by GEOID03.
 GV3595
 GV3595;                    North         East     Units Scale Factor Converg.
 GV3595;SPC VA S     - 1,175,112.670 3,719,611.681   MT  0.99998613   +1 30 55.3
 GV3595;SPC VA S     - 3,855,348.82 12,203,425.99   sFT  0.99998613   +1 30 55.3
 GV3595;SPC MD       -    24,722.578   487,693.141   MT  1.00009805   +0 37 32.2
 GV3595;SPC MD       -    81,110.66  1,600,039.91   sFT  1.00009805   +0 37 32.2
 GV3595;UTM  18      - 4,193,537.231   411,781.737   MT  0.99969585   -0 36 57.9
 GV3595
 GV3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3595!SPC VA S     -   1.00000554  x   0.99998613  =   0.99999167
 GV3595!SPC MD       -   1.00000554  x   1.00009805  =   1.00010359
 GV3595!UTM  18      -   1.00000554  x   0.99969585  =   0.99970139
 GV3595
 GV3595                          SUPERSEDED SURVEY CONTROL
 GV3595
 GV3595  NAD 83(1993)-  37 53 06.23841(N)    076 00 11.59344(W) AD(       ) 3
 GV3595  NAD 83(1986)-  37 53 06.23668(N)    076 00 11.61035(W) AD(       ) 3
 GV3595  NAD 27      -  37 53 05.78900(N)    076 00 12.83000(W) AD(       ) 3
 GV3595
 GV3595.Superseded values are not recommended for survey control.
 GV3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3595.See file dsdata.txt to determine how the superseded data were derived.
 GV3595
 GV3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1178293537(NAD 83)
 GV3595_MARKER: DT = TOPOGRAPHIC STATION DISK
 GV3595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3595+STABILITY: SURFACE MOTION
 GV3595
 GV3595  HISTORY     - Date     Condition        Report By
 GV3595  HISTORY     - 1952     MONUMENTED       CGS
 GV3595  HISTORY     - 1955     GOOD             CGS
 GV3595  HISTORY     - 1961     GOOD             CGS
 GV3595
 GV3595                          STATION DESCRIPTION
 GV3595
 GV3595'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV3595'THE STATION IS LOCATED ON FISHBONE ISLAND ON THE WEST SIDE OF
 GV3595'TANGIER SOUND.  THE STATION IS ON THE NORTHWEST CORNER OF A
 GV3595'RECTANGULAR LEVEE ON THE EAST SIDE OF THE ISLAND AND IS ABOUT
 GV3595'IN THE MIDDLE OF THE ISLAND.
 GV3595'
 GV3595'THE STATION IS MARKED WITH A STANDARD TOPOGRAPHIC STATION DISC,
 GV3595'STAMPED BONE 1942, SET IN THE TOP OF A 6 IN SQUARE CONCRETE
 GV3595'MONUMENT WHICH EXTENDS 4 IN ABOVE THE GROUND.
 GV3595'
 GV3595'THE REFERENCE MARKS ARE STANDARD TRIANGULATION STATION
 GV3595'REFERENCE MARK DISCS, STAMPED NO 1, 1952 AND NO. 2, 1952, SET
 GV3595'IN CONCRETE FILLED TERRA COTTA PIPE EXTENDING ABOUT 4 IN ABOVE
 GV3595'THE GROUND.
 GV3595'
 GV3595'THE STATION WAS NOT RECOVERED WITH A THEODOLITE.
 GV3595
 GV3595                          STATION RECOVERY (1955)
 GV3595
 GV3595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3595'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 GV3595'ADDITION--A SMALL HUNTING LODGE IS LOCATED 70 METERS NORTH OF
 GV3595'THE STATION.
 GV3595'
 GV3595'REFERENCE MARKS WERE NOT SEARCHED FOR.
 GV3595
 GV3595                          STATION RECOVERY (1961)
 GV3595
 GV3595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 GV3595'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 GV3595'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3470 ***********************************************************************
 GA3470  DESIGNATION -  BONNY
 GA3470  PID         -  GA3470
 GA3470  STATE/COUNTY-  VA/LEE
 GA3470  USGS QUAD   -  PENNINGTON GAP (1990)
 GA3470
 GA3470                         *CURRENT SURVEY CONTROL
 GA3470  ___________________________________________________________________
 GA3470* NAD 83(1993)-  36 50 16.59871(N)    083 04 26.25637(W)     ADJUSTED  
 GA3470* NAVD 88     -       938.70   (+/-2cm)    3079.7    (feet)  VERTCON   
 GA3470  ___________________________________________________________________
 GA3470  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 GA3470  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3470
 GA3470  HORZ ORDER  -  SECOND
 GA3470  VERT ORDER  -  THIRD ? (See Below)
 GA3470
 GA3470.The horizontal coordinates were established by classical geodetic methods
 GA3470.and adjusted by the National Geodetic Survey in December 1995..
 GA3470
 GA3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3470.The vertical order pertains to the NGVD 29 superseded value.
 GA3470
 GA3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3470
 GA3470.The geoid height was determined by GEOID03.
 GA3470
 GA3470;                    North         East     Units Scale Factor Converg.
 GA3470;SPC VA S     - 1,065,880.848 3,092,166.337   MT  0.99998783   -2 46 33.8
 GA3470;SPC VA S     - 3,496,977.42 10,144,882.39   sFT  0.99998783   -2 46 33.8
 GA3470;SPC KY1Z     - 1,059,427.989 1,738,686.800   MT  1.00006775   +1 38 34.7
 GA3470;SPC KY1Z     - 3,475,806.66  5,704,341.61   sFT  1.00006775   +1 38 34.7
 GA3470;SPC KY S     -   559,378.847   738,667.286   MT  0.99998266   +1 37 22.5
 GA3470;SPC KY S     - 1,835,228.77  2,423,444.25   sFT  0.99998266   +1 37 22.5
 GA3470;UTM  17      - 4,078,902.491   315,064.849   MT  1.00002136   -1 14 37.7
 GA3470
 GA3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3470!SPC VA S     -   0.99985753  x   0.99998783  =   0.99984536
 GA3470!SPC KY1Z     -   0.99985753  x   1.00006775  =   0.99992527
 GA3470!SPC KY S     -   0.99985753  x   0.99998266  =   0.99984019
 GA3470!UTM  17      -   0.99985753  x   1.00002136  =   0.99987888
 GA3470
 GA3470:                Primary Azimuth Mark                     Grid Az
 GA3470:SPC VA S     -  PENNINGTON GAP RAD STA WSWV              152 52 34.1
 GA3470:SPC KY1Z     -  PENNINGTON GAP RAD STA WSWV              148 27 25.6
 GA3470:SPC KY S     -  PENNINGTON GAP RAD STA WSWV              148 28 37.8
 GA3470:UTM  17      -  PENNINGTON GAP RAD STA WSWV              151 20 38.0
 GA3470
 GA3470|---------------------------------------------------------------------|
 GA3470| PID    Reference Object                     Distance      Geod. Az  |
 GA3470|                                                           dddmmss.s |
 GA3470| GA3474 PENNINGTON GAP RAD STA WSWV         APPROX.10.4 KM 1500600.3 |
 GA3470| DB8800 BONNY AZ MK                                        1593035.2 |
 GA3470| DB8801 BONNY RM 1                           20.988 METERS 24902     |
 GA3470| DB8802 BONNY RM 2                            6.041 METERS 29448     |
 GA3470|---------------------------------------------------------------------|
 GA3470
 GA3470                          SUPERSEDED SURVEY CONTROL
 GA3470
 GA3470  NAD 83(1993)-  36 50 16.60123(N)    083 04 26.25803(W) AD(       ) 2
 GA3470  NAD 83(1986)-  36 50 16.60791(N)    083 04 26.26159(W) AD(       ) 2
 GA3470  NAD 27      -  36 50 16.30453(N)    083 04 26.66027(W) AD(       ) 2
 GA3470  NGVD 29 (07/19/86)  938.81   (m)         3080.1    (f) LEVELING    3  
 GA3470
 GA3470.Superseded values are not recommended for survey control.
 GA3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3470.See file dsdata.txt to determine how the superseded data were derived.
 GA3470
 GA3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA1506578902(NAD 83)
 GA3470_MARKER: DS = TRIANGULATION STATION DISK
 GA3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3470
 GA3470  HISTORY     - Date     Condition        Report By
 GA3470  HISTORY     - 1963     MONUMENTED       CGS
 GA3470
 GA3470                          STATION DESCRIPTION
 GA3470
 GA3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3470'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF ST. CHARLES,
 GA3470'ABOUT 1.0 MILE NORTH OF BONNY BLUE ON THE HIGHEST TERRACE
 GA3470'OF A STRIP MINE ON BLACK MOUNTAIN AND ON THE PROPERTY OF THE
 GA3470'BONNY BLUE COAL COMPANY.
 GA3470'
 GA3470'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 352
 GA3470'AND COUNTY ROAD 634 IN ST. CHARLES, TURN LEFT ACROSS TRACKS
 GA3470'ON COUNTY ROAD 634 AND GO NORTH FOR 0.6 MILE TO A FORK, TURN
 GA3470'RIGHT, CROSSING BRIDGE, AND CONTINUE NORTHERLY ON COUNTY ROAD
 GA3470'634 FOR 1.1 MILES TO A FORK AT BONNY BLUE, TURN RIGHT AND GO
 GA3470'0.45 MILE TO A FORK, TURN SHARP LEFT, UP HILL, AND GO 2.65
 GA3470'MILES TO A CROSSROAD AT THE TOP OF HILL, TURN RIGHT AND GO 0.5
 GA3470'MILE TO A FORK, TURN LEFT AND GO 0.1 MILE TO A FORK, TURN
 GA3470'LEFT AND GO 0.1 MILE TO A FORK, TURN SHARP LEFT AND GO ABOUT
 GA3470'50 YARDS TO THE STATION AS DESCRIBED.
 GA3470'
 GA3470'STATION MARK IS 21.0 FEET WEST OF A LONE TRIANGLE BLAZED
 GA3470'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GA3470'POST, SET FLUSH, AND IS STAMPED BONNY 1963.
 GA3470'
 GA3470'REFERENCE MARK NO. 1 IS 4.0 FEET SOUTH OF THE EDGE OF BANK.
 GA3470'THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN OUTCROPPING
 GA3470'BEDROCK AND IS STAMPED BONNY NO 1 1963.
 GA3470'
 GA3470'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 GA3470'IN A LARGE BOULDER THAT PROJECTS ABOUT 5 FEET AND IS STAMPED
 GA3470'BONNY NO 2 1963.
 GA3470'
 GA3470'AZIMUTH MARK IS 20.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 GA3470'352 AND 1.5 FEET NORTH OF A MANHOLE.  THE MARK IS A STANDARD
 GA3470'DISK CEMENTED IN A DRILLHOLE IN THE SOUTH EAST END OF THE
 GA3470'BRIDGE IN THE SIDEWALK AND THE MARK IS STAMPED BONNY 1963.
 GA3470'
 GA3470'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 GA3470'352 AND COUNTY ROAD 634 IN ST. CHARLES, GO SOUTH ON STATE
 GA3470'HIGHWAY 352 FOR 0.15 MILE TO THE MARK AS DESCRIBED.
 GA3470'
 GA3470'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0504 ***********************************************************************
 GV0504  DESIGNATION -  BOOK
 GV0504  PID         -  GV0504
 GV0504  STATE/COUNTY-  VA/JAMES CITY
 GV0504  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0504
 GV0504                         *CURRENT SURVEY CONTROL
 GV0504  ___________________________________________________________________
 GV0504* NAD 83(1993)-  37 15 10.78505(N)    076 39 47.75581(W)     ADJUSTED  
 GV0504* NAVD 88     -        26.421  (meters)      86.68   (feet)  ADJUSTED  
 GV0504  ___________________________________________________________________
 GV0504  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GV0504  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV0504  DYNAMIC HT  -          26.402 (meters)      86.62  (feet)  COMP
 GV0504  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 GV0504
 GV0504  HORZ ORDER  -  SECOND
 GV0504  VERT ORDER  -  FIRST     CLASS I
 GV0504
 GV0504.The horizontal coordinates were established by classical geodetic methods
 GV0504.and adjusted by the National Geodetic Survey in September 1995..
 GV0504
 GV0504.The orthometric height was determined by differential leveling
 GV0504.and adjusted by the National Geodetic Survey in June 1991..
 GV0504
 GV0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0504
 GV0504.The geoid height was determined by GEOID03.
 GV0504
 GV0504.The dynamic height is computed by dividing the NAVD 88
 GV0504.geopotential number by the normal gravity value computed on the
 GV0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0504.degrees latitude (g = 980.6199 gals.).
 GV0504
 GV0504.The modeled gravity was interpolated from observed gravity values.
 GV0504
 GV0504;                    North         East     Units Scale Factor Converg.
 GV0504;SPC VA S     - 1,103,644.064 3,662,928.687   MT  0.99994739   +1 06 53.1
 GV0504;SPC VA S     - 3,620,872.23 12,017,458.53   sFT  0.99994739   +1 06 53.1
 GV0504;UTM  18      - 4,124,234.848   352,495.351   MT  0.99986802   -1 00 25.3
 GV0504
 GV0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0504!SPC VA S     -   1.00000141  x   0.99994739  =   0.99994880
 GV0504!UTM  18      -   1.00000141  x   0.99986802  =   0.99986943
 GV0504
 GV0504|---------------------------------------------------------------------|
 GV0504| PID    Reference Object                     Distance      Geod. Az  |
 GV0504|                                                           dddmmss.s |
 GV0504| GV0503 BOOK RM 1                            41.352 METERS 00044     |
 GV0504| GV4473 SKIFFES CREEK USN MINE DEP TK       APPROX. 4.3 KM 0444829.0 |
 GV0504| GV3520 BOOK RM 4                            35.436 METERS 08915     |
 GV0504| GV4208 YORKTOWN VEPCO POWER STA STACK      APPROX.18.4 KM 1030649.8 |
 GV0504| GV0506 BOOK RM 3                            37.993 METERS 10616     |
 GV0504| GV0505 BOOK RM 2                            44.056 METERS 11712     |
 GV0504| GV0502 BOOK AZ MK                                         3114140.2 |
 GV0504|---------------------------------------------------------------------|
 GV0504
 GV0504                          SUPERSEDED SURVEY CONTROL
 GV0504
 GV0504  NAD 83(1993)-  37 15 10.78484(N)    076 39 47.76394(W) AD(       ) 2
 GV0504  NAD 83(1986)-  37 15 10.78741(N)    076 39 47.78293(W) AD(       ) 2
 GV0504  NAD 27      -  37 15 10.25830(N)    076 39 48.94670(W) AD(       ) 2
 GV0504  NGVD 29 (??/??/??)   26.657  (m)           87.46   (f) ADJUSTED    1 1
 GV0504
 GV0504.Superseded values are not recommended for survey control.
 GV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0504.See file dsdata.txt to determine how the superseded data were derived.
 GV0504
 GV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5249524235(NAD 83)
 GV0504_MARKER: DS = TRIANGULATION STATION DISK
 GV0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0504_STAMPING: BOOK 1958
 GV0504_MARK LOGO: CGS   
 GV0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0504+STABILITY: SURFACE MOTION
 GV0504
 GV0504  HISTORY     - Date     Condition        Report By
 GV0504  HISTORY     - 1958     MONUMENTED       CGS
 GV0504  HISTORY     - 1970     GOOD             NGS
 GV0504  HISTORY     - 1971     GOOD             NGS
 GV0504  HISTORY     - 1971     GOOD             NGS
 GV0504  HISTORY     - 1975     GOOD             NGS
 GV0504  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0504  HISTORY     - 1980     MARK NOT FOUND   USGS
 GV0504  HISTORY     - 1982     GOOD             NGS
 GV0504  HISTORY     - 19820616 GOOD             USPSQD
 GV0504  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV0504  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV0504
 GV0504                          STATION DESCRIPTION
 GV0504
 GV0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV0504'STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF WILLIAMSBURG
 GV0504'AND AT THE INTERSECTION OF STATE HIGHWAY 168 AND COUNTY ROUTE
 GV0504'677.
 GV0504'
 GV0504'STATION, STAMPED BOOK 1958, SET FLUSH WITH THE SURFACE OF
 GV0504'THE GROUND.  IT IS 98 FEET SOUTH OF THE SOUTH CORNER OF THE
 GV0504'BOOKER-T INN, 56 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE
 GV0504'677, 58 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 GV0504'168, 24 FEET NORTHWEST OF POWER POLE 27 AND 13 FEET WEST
 GV0504'SOUTHWEST OF A C AND GS SIGN.
 GV0504'
 GV0504'R.M. 1, STAMPED BOOK NO 1 1958, SET FLUSH WITH THE SURFACE
 GV0504'OF THE GROUND.  IT IS 61 FEET NORTHEAST OF THE NORTHEAST
 GV0504'CORNER OF THE CABINS, 58 FEET SOUTH OF POWER POLE 71-242, 28
 GV0504'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 21
 GV0504'FEET WEST OF THE CENTERLINE OF COUNTY ROUTE 677 AND ABOUT
 GV0504'THE SAME ELEVATION AS THE STATION.
 GV0504'
 GV0504'R.M. 2, STAMPED BOOK NO 2 1958, SET FLUSH WITH THE SURFACE
 GV0504'OF THE GROUND.  IT IS 103 FEET NORTHEAST OF THE CENTERLINE
 GV0504'OF STATE HIGHWAY 168, 53 FEET EAST OF THE CENTERLINE OF COUNTY
 GV0504'ROUTE 677, 2.5 FEET SOUTH OF A SHEET METAL WITNESS POST
 GV0504'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GV0504'
 GV0504'AZIMUTH MARK, STAMPED BOOK 1958, PROJECTS ABOUT 2 INCHES.
 GV0504'IT IS 40 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 GV0504'168, 3 FEET NORTH OF A C AND GS SIGN, 33 FEET SOUTHEAST OF A
 GV0504'SIGNAL FLASHER, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 GV0504'RAILROAD TRACKS AND 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 GV0504'OF THE SPUR LINE OF THE RAILROAD TRACKS.
 GV0504'
 GV0504'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GV0504'168 AND 31, (THIS IS ABOUT 1.5 MILES NORTHEAST OF WILLIAMSBURG.)
 GV0504'GO SOUTHEAST ON STATE HIGHWAY 168 FOR 2.5 MILES TO A RAILROAD
 GV0504'CROSSING AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON STATE
 GV0504'HIGHWAY 168 FOR 0.3 MILE TO THE BOOKER-T INN ON THE LEFT AND
 GV0504'THE STATION AS DESCRIBED.
 GV0504'
 GV0504'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV0504
 GV0504                          STATION RECOVERY (1970)
 GV0504
 GV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GV0504'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK
 GV0504'NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 GV0504'2 HAD APPARENTLY BEEN DESTROYED BY HIGHWAY IMPROVEMENTS.  THE
 GV0504'DISK WAS TURNED IN TO THIS PARTY BY A LOCAL PRIVATE SURVEYOR.
 GV0504'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 GV0504'NOT VISIBLE FROM THE STATION DUE TO AN ADVERTISING SIGN.
 GV0504'THE SKIFFES CREEK, U.S. MINE DEPOT WATER TANK IS NOT VISIBLE
 GV0504'FROM STATION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 GV0504'STATE HIGHWAY 168 IS NOW STATE HIGHWAY 143 AND SECONDARY STATE
 GV0504'HIGHWAY 677 IS NOW SECONDARY STATE HIGHWAY 642.  STATION
 GV0504'IS AT THE JAMES CITY-YORK COUNTY LINE.
 GV0504'
 GV0504'REFERENCE MARK NO. 3 IS 58 FEET SOUTH OF THE APPROXIMATE
 GV0504'CENTERLINE OF DRIVEWAY, 51 FEET EAST OF THE CENTERLINE OF
 GV0504'SECONDARY STATE HIGHWAY 642, 13 FEET NORTHEAST OF NO PARKING
 GV0504'SIGN AND 4 FEET WEST OF DITCH.  THE MARK IS A STANDARD DISK
 GV0504'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES
 GV0504'IN DIAMETER, PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 GV0504'BOOK 1958 NO 3 1970.
 GV0504'
 GV0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 GV0504'SOUTHEAST OF WILLIAMSBURG
 GV0504
 GV0504                          STATION RECOVERY (1971)
 GV0504
 GV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0504'THE STATION MARK, RM 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 GV0504'CONDITION.  RM 2 HAS BEEN DESTROYED.
 GV0504'
 GV0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES
 GV0504'SOUTHEAST.
 GV0504
 GV0504                          STATION RECOVERY (1971)
 GV0504
 GV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0504'3.3 MI SE FROM WILLIAMSBURG.
 GV0504'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV0504'FROM THE STATION AT WILLIAMSBURG, 12 RAILS NORTHWEST OF THE CROSSING
 GV0504'OF THE RAILROAD AND COUNTY ROAD 642, 125 FEET NORTH-NORTHWEST
 GV0504'OF THE CENTER OF A Y THAT IS FORMED BY THE JUNCTION OF STATE
 GV0504'HIGHWAY 143 AND COUNTY ROAD 642, 131 1/2 FEET NORTHEAST AND ACROSS
 GV0504'STATE HIGHWAY 143 FROM THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 GV0504'57 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 57 1/2
 GV0504'FEET WEST OF THE CENTER LINE OF COUNTY ROAD 642, 97 FEET
 GV0504'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A BUILDING NOW OCCUPIED
 GV0504'BY ANDYS CAFE, 21 FEET WEST-NORTHWEST OF POWER POLE NUMBER 27
 GV0504'WHICH BEARS A STREET LIGHT, 135.7 FEET SOUTH OF BOOK RM 1, 12.7
 GV0504'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GV0504'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST THAT IS 1 INCH
 GV0504'BELOW THE SURFACE OF THE GROUND.
 GV0504
 GV0504                          STATION RECOVERY (1975)
 GV0504
 GV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GV0504'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK NO. 3
 GV0504'WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 HAD
 GV0504'APPARENTLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE MARK
 GV0504'NO. 4 WAS ESTABLISHED.  THE LINE OF SIGHT TO REFERENCE MARK NO. 1
 GV0504'WAS TEMPORARILY BLOCKED BY A PARKED TANK TRAILER.  DUE TO MANY
 GV0504'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV0504'
 GV0504'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF WILLIAMSBURG AND IN
 GV0504'THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 143 AND
 GV0504'199.  STATION IS 48 FEET NORTHWEST OF THE CENTERLINE OF OFF RAMP OF
 GV0504'STATE HIGHWAY 199, 32 FEET SOUTHWEST OF UTILITY POLE NUMBER
 GV0504'455D10, 24 FEET NORTHEAST OF THE CENTERLINE OF NORTHBOUND LANE OF
 GV0504'STATE HIGHWAY 143, 5 FEET EAST OF THE SOUTHEAST END OF A CURB
 GV0504'AND .5 FOOT SOUTH OF STEEL WITNESS POST.  MARK IS A STANDARD DISK
 GV0504'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT BELOW
 GV0504'THE SURFACE AND THE DISK IS STAMPED BOOK 1958.
 GV0504'
 GV0504'REFERENCE MARK NO. 1 IS 135.68 FEET OR 41.356 METERS NORTH OF
 GV0504'STATION, 28 FEET NORTHEAST OF THE NORTHEAST CORNER OF ABANDONED
 GV0504'RESTAURANT BUILDING AND 20 FEET WEST OF THE CENTERLINE OF BLACKTOP
 GV0504'ROAD.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 GV0504'MONUMENT ABOUT FLUSH WITH THE GROUND AND THE DISK IS STAMPED BOOK
 GV0504'NO 1 1958.
 GV0504'
 GV0504'REFERENCE MARK NO. 4 IS 55 FEET NORTHWEST OF THE CENTERLINE OF THE
 GV0504'OFF RAMP OF STATE HIGHWAY 199, 22 FEET SOUTHEAST OF FENCE, 8 FEET
 GV0504'NORTHWEST OF 12 INCH PINE TREE AND 4 FEET NORTHEAST OF THE EDGE OF
 GV0504'A ROAD DITCH.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GV0504'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 3
 GV0504'INCHES AND THE DISK IS STAMPED BOOK 1958 NO 4 1975.
 GV0504'
 GV0504'AZIMUTH MARK IS 40 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GV0504'HIGHWAY 143, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 GV0504'TRACKS, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF SPUR LINE OF
 GV0504'RAILROAD TRACKS AND 3 FEET NORTH OF STEEL WITNESS POST.  MARK IS A
 GV0504'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT
 GV0504'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BOOK 1958.
 GV0504'
 GV0504'TO REACH AZIMUTH MARK FROM STATION GO NORTHWEST ON STATE
 GV0504'HIGHWAY 143 FOR 0.3 MILE TO RAILROAD CROSSING AND AZIMUTH MARK ON
 GV0504'THE LEFT AS DESCRIBED.
 GV0504'
 GV0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SE OF
 GV0504'WILLIAMSBURG.
 GV0504
 GV0504                          STATION RECOVERY (1978)
 GV0504
 GV0504'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0504'MEASUREMENTS PLACE MARK UNDER ASPHALT .
 GV0504
 GV0504                          STATION RECOVERY (1980)
 GV0504
 GV0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 GV0504'MARK NOT FOUND.
 GV0504
 GV0504                          STATION RECOVERY (1982)
 GV0504
 GV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 GV0504'RECOVERED IN GOOD CONDITION.
 GV0504
 GV0504                          STATION RECOVERY (1982)
 GV0504
 GV0504'RECOVERY NOTE BY US POWER SQUADRON 1982 (CLN)
 GV0504'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 4 AND THE AZIMUTH
 GV0504'MARK WERE RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE
 GV0504'MARK 1 WHICH HAS BEEN STRUCK, HOWEVER THE DISTANCE WAS FOUND TO BE
 GV0504'LONGER BY 0.02 FT (0.61 CM) AND THE DIRECTION WAS FOUND TO BE 01
 GV0504'MINUTE GREATER WHEN COMPARED TO THE 1958 DESCRIPTION.  THE DISTANCE
 GV0504'AND DIRECTION TO REFERENCE MARK 4 CHECKED WITH THE 1975 DESCRIPTION.
 GV0504'REFERENCE MARKS FIVE AND SIX WERE ESTABLISHED AT THIS TIME.  A
 GV0504'COMPLETE NEW DESCRIPTION FOLLOWS.
 GV0504' 
 GV0504'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST SOUTHEAST OF
 GV0504'WILLIAMSBURG, 0.16 KM (0.10 MI) NORTHWEST OF THE JUNCTION OF STATE
 GV0504'ROUTES 199 AND 143, 50 YARDS SOUTH OF AN EXXON SELF-SERVICE STATION
 GV0504'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 143.  TO REACH THE STATION FROM
 GV0504'THE JUNCTION OF STATE ROUTES 199 AND 143 WHICH IS ABOUT 3 MI (4.8 KM)
 GV0504'EAST SOUTHEAST OF WILLIAMSBURG, GO NORTHWEST ON STATE 143 FOR 0.1 MI
 GV0504'(0.2 KM) TO THE EXIT RAMP FROM STATE 199 AND THE MARK ON THE RIGHT.
 GV0504' 
 GV0504'THE STATION IS A STANDARD CGS DISK STAMPED--BOOK 1958--, SET INTO THE
 GV0504'TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER RECESSED 30 CM
 GV0504'BELOW THE GROUND. LOCATED 2.0 FT (0.6 M) NNW FROM A METAL WITNESS
 GV0504'POST, 31.3 FT (9.5 M) SW FROM A POWERLINE POLE 410D6, WITH AN ALUMINUM
 GV0504'REFERENCE TAG, 37.1 FT (11.3 M) SE FROM A METAL MANHOLE COVER, 39.7 FT
 GV0504'(12.1 M) SW FROM A METAL EXXON SIGN POLE, 26.6 FT (8.1 M) SW FROM THE
 GV0504'WEST END OF A RIGHT-OF-WAY FENCE, AND 24.0 FT (7.3 M) NE FROM THE
 GV0504'CENTERLINE OF THE NORTBOUND LANE OF STATE 143.  THE UNDERGROUND MARK
 GV0504'WAS NOT INSPECTED.
 GV0504' 
 GV0504'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BOOK NO 1 1958--,
 GV0504'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER
 GV0504'RECESSED 10 CM BELOW THE GROUND.  LOCATED 81.5 FT (24.8 M) W FROM THE
 GV0504'SOUTHWEST CORNER OF HOUSE NUMBER 1440, 11.9 FT (3.6 M) E FROM THE
 GV0504'SERVICE STATION CURB, 58.7 FT (17.9 M) NW FROM UTILITY POLE NUMBER
 GV0504'612-84 WITH AN ALUMINUM REFERENCE TAG, 20.6 FT (6.3 M) W FROM THE
 GV0504'CENTERLINE OF GOVERNMENT ROAD, 56.5 FT (17.2 M) SSE FROM POWERLINE
 GV0504'POLE NUMBER CC27, WITH A REFERENCE TAG, 32.1 FT (9.8 M) N FROM THE
 GV0504'CENTER OF A CATCH BASIN IN GRATE, AND 0.39 M (1.28 FT) LOWER THAN THE
 GV0504'STATION.
 GV0504' 
 GV0504'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BOOK 1958 NO 4
 GV0504'1975--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 26 CM IN
 GV0504'DIAMETER PROJECTING 1 CM ABOVE THE GROUND.  LOCATED 40.7 FT (12.4 M)
 GV0504'NE FROM METAL WITNESS POST, 22.3 FT (6.8 M) S FROM A WIRE FENCE, 8.5
 GV0504'FT (2.6 M) NW FROM A 14-INCH PINE TREE, 43.0 FT (13.1 M) N FROM THE
 GV0504'EDGE OF PAVEMENT OF THE NORTH EXIT RAMP FROM STATE ROUTE 199 AND 101.9
 GV0504'FT (31.1 M) SE FROM POWERLINE POLE 410D6.
 GV0504' 
 GV0504'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BOOK 1958 NO 5
 GV0504'1982--, CEMENTED IN A DRILLHOLE IN THE CONCRETE MEDIAN OF
 GV0504' 
 GV0504'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--BOOK 1958 NO 6
 GV0504'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 34 CM IN
 GV0504'DIAMETER FLUSH WITH GROUND. LOCATED 61.2 FT (18.7 M) S FROM A STATE
 GV0504'RIGHT-OF-WAY MONUMENT, 20.4 FT (6.2 M) S FROM THE NORTH END OF A
 GV0504'CONCRETE CULVERT PIPE, 8.4 FT (2.6 M) ENE FROM A WITNESS POST, 60.8 FT
 GV0504'(18.5 M) NW FROM THE EAST END OF A TRAFFIC ISLAND, 65.3 FT (19.9 M) NE
 GV0504'FROM THE WEST END OF A TRAFFIC ISLAND, AND 62.7 FT (19.1 M) NE FROM AN
 GV0504'18-INCH MANHOLE COVER -CENTER OF-.
 GV0504
 GV0504                          STATION RECOVERY (1997)
 GV0504
 GV0504'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0504'MARK NOT FOUND.
 GV0504
 GV0504                          STATION RECOVERY (2003)
 GV0504
 GV0504'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0504' 
 GV0504' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0502 ***********************************************************************
 GV0502  DESIGNATION -  BOOK AZ MK
 GV0502  PID         -  GV0502
 GV0502  STATE/COUNTY-  VA/JAMES CITY
 GV0502  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0502
 GV0502                         *CURRENT SURVEY CONTROL
 GV0502  ___________________________________________________________________
 GV0502* NAD 83(1986)-  37 15 23.     (N)    076 40 05.     (W)     SCALED    
 GV0502* NAVD 88     -        27.489  (meters)      90.19   (feet)  ADJUSTED  
 GV0502  ___________________________________________________________________
 GV0502  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV0502  DYNAMIC HT  -          27.469 (meters)      90.12  (feet)  COMP
 GV0502  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 GV0502  OBS GRAVITY -     979,909.5   (mgal)                       GRAV_OBS
 GV0502
 GV0502  VERT ORDER  -  FIRST     CLASS I
 GV0502
 GV0502.The horizontal coordinates were scaled from a topographic map and have
 GV0502.an estimated accuracy of +/- 6 seconds.
 GV0502
 GV0502.The orthometric height was determined by differential leveling
 GV0502.and adjusted by the National Geodetic Survey in June 1991..
 GV0502
 GV0502.The geoid height was determined by GEOID03.
 GV0502
 GV0502.The dynamic height is computed by dividing the NAVD 88
 GV0502.geopotential number by the normal gravity value computed on the
 GV0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0502.degrees latitude (g = 980.6199 gals.).
 GV0502
 GV0502.The modeled gravity was interpolated from observed gravity values.
 GV0502.The observed gravity was obtained from relative gravimeter ties
 GV0502.to the IGSN71 gravity network.
 GV0502
 GV0502;                    North         East    Units  Estimated Accuracy
 GV0502;SPC VA S     - 1,104,010.    3,662,500.      MT  (+/- 180 meters Scaled)
 GV0502
 GV0502                          SUPERSEDED SURVEY CONTROL
 GV0502
 GV0502  NGVD 29 (??/??/??)   27.725  (m)           90.96   (f) ADJUSTED    1 1
 GV0502
 GV0502.Superseded values are not recommended for survey control.
 GV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0502.See file dsdata.txt to determine how the superseded data were derived.
 GV0502
 GV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG520246(NAD 83)
 GV0502_MARKER: DZ = AZIMUTH MARK DISK
 GV0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0502_STAMPING: BOOK 1958 47-71
 GV0502_MARK LOGO: CGS   
 GV0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0502+STABILITY: SURFACE MOTION
 GV0502
 GV0502  HISTORY     - Date     Condition        Report By
 GV0502  HISTORY     - 1958     MONUMENTED       CGS
 GV0502  HISTORY     - 1971     GOOD             NGS
 GV0502  HISTORY     - 1974     GOOD             LOCSUR
 GV0502  HISTORY     - 1978     GOOD             DMA
 GV0502  HISTORY     - 19820616 GOOD             NGS
 GV0502  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV0502  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV0502
 GV0502                          STATION DESCRIPTION
 GV0502
 GV0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0502'2.9 MI SE FROM WILLIAMSBURG.
 GV0502'ABOUT 2.9 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV0502'FROM THE STATION AT WILLIAMSBURG, NEAR THE JUNCTION OF A SIDETRACK
 GV0502'THAT LEADS TO THE NAVY SUPPLY DEPOT, 34 FEET NORTHEAST OF THE
 GV0502'NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 71 FEET SOUTH OF THE
 GV0502'CENTER OF THE CROSSING OF THE SIDETRACK AND STATE HIGHWAY 143,
 GV0502'11 FEET WEST OF THE WEST RAIL OF THE SIDETRACK, 40 FEET SOUTHWEST
 GV0502'OF THE CENTER LINE OF THE HIGHWAY, 33.2 FEET SOUTH OF A CROSSING
 GV0502'WARNING LIGHT, 16 FEET NORTHWEST OF THE CENTER OF THE TOP OF
 GV0502'THE METAL COVER FOR A BATTERY WELL, 3.5 FEET NORTH OF A METAL
 GV0502'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 GV0502'OF A CONCRETE POST PROJECTING 1 INCH.
 GV0502
 GV0502                          STATION RECOVERY (1974)
 GV0502
 GV0502'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0502'RECOVERED IN GOOD CONDITION.
 GV0502
 GV0502                          STATION RECOVERY (1978)
 GV0502
 GV0502'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0502'RECOVERED IN GOOD CONDITION.
 GV0502
 GV0502                          STATION RECOVERY (1982)
 GV0502
 GV0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GV0502'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST SOUTHEAST OF
 GV0502'WILLIAMSBURG, 0.4 MI (0.6 KM) NORTHWEST OF THE JUNCTION OF STATE
 GV0502'ROUTES 143 AND 199 IN A TRIANGLE FORMED BY THE JUNCTION OF 2
 GV0502'RAILROADS.  TO REACH THE STATION FROM JUNCTION OF STATE ROUTES 143 AND
 GV0502'199, GO NORTHWEST ON STATE 143 FOR 0.4 MI (0.6 KM) TO A RAILROAD
 GV0502'CROSSING AND THE MARK ON THE LEFT.
 GV0502' 
 GV0502'THE STATION IS A STANDARD CGS DISK STAMPED--BOOK 1958 47-71--, SET
 GV0502'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND. LOCATED
 GV0502'40.0 FT (12.2 M) SW FROM THE CENTERLINE OF STATE ROUTE 143, 1.3 FT
 GV0502'(0.4 M) N FROM A METAL WITNESS POST, 33.5 FT (10.2 M) S FROM A
 GV0502'RAILROAD CROSSING, FLASHER SIGN, 11.2 FT (3.4 M) W FROM THE WEST RAIL
 GV0502'OF RAILROAD WHICH CROSSES HIGHWAY AND 34.5 FT (10.5 M) ESE FROM THE
 GV0502'EAST RAIL OF MAIN RAILROAD TRACKS.
 GV0502
 GV0502                          STATION RECOVERY (1997)
 GV0502
 GV0502'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0502'MARK NOT FOUND.
 GV0502
 GV0502                          STATION RECOVERY (2003)
 GV0502
 GV0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0502' 
 GV0502' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3520 ***********************************************************************
 GV3520  DESIGNATION -  BOOK RM 4
 GV3520  PID         -  GV3520
 GV3520  STATE/COUNTY-  VA/JAMES CITY
 GV3520  USGS QUAD   -  WILLIAMSBURG (1984)
 GV3520
 GV3520                         *CURRENT SURVEY CONTROL
 GV3520  ___________________________________________________________________
 GV3520* NAD 83(1986)-  37 15 11.     (N)    076 39 47.     (W)     SCALED    
 GV3520* NAVD 88     -        26.06   (meters)      85.5    (feet)  RESET     
 GV3520  ___________________________________________________________________
 GV3520  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV3520
 GV3520  VERT ORDER  -  THIRD
 GV3520
 GV3520.The horizontal coordinates were scaled from a topographic map and have
 GV3520.an estimated accuracy of +/- 6 seconds.
 GV3520
 GV3520.The orthometric height was computed from unverified reset data.
 GV3520.No vertical observational check was made to the station.
 GV3520
 GV3520.The geoid height was determined by GEOID03.
 GV3520
 GV3520;                    North         East    Units  Estimated Accuracy
 GV3520;SPC VA S     - 1,103,650.    3,662,950.      MT  (+/- 180 meters Scaled)
 GV3520
 GV3520                          SUPERSEDED SURVEY CONTROL
 GV3520
 GV3520  NGVD 29 (??/??/??)   26.30   (m)           86.3    (f) RESET       3  
 GV3520
 GV3520.Superseded values are not recommended for survey control.
 GV3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3520.See file dsdata.txt to determine how the superseded data were derived.
 GV3520
 GV3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG525242(NAD 83)
 GV3520_MARKER: DR = REFERENCE MARK DISK
 GV3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3520_SP_SET: CONCRETE POST
 GV3520_STAMPING: BOOK 1958 NO 4 1975
 GV3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3520+STABILITY: SURFACE MOTION
 GV3520
 GV3520  HISTORY     - Date     Condition        Report By
 GV3520  HISTORY     - 1975     MONUMENTED       NGS
 GV3520  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV3520  HISTORY     - 19990510 MARK NOT FOUND   LOCENG
 GV3520  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV3520
 GV3520                          STATION DESCRIPTION
 GV3520
 GV3520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3520'3.25 MI SE FROM WILLIAMSBURG.
 GV3520'ABOUT 3.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV3520'FROM THE STATION AT WILLIAMSBURG, 116.26 FEET SOUTHEAST OF
 GV3520'TRIANGULATION STATION BOOK 1958, 55 FEET NORTHWEST OF THE
 GV3520'CENTERLINE OF OFF RAMP OF STATE HIGHWAY 199, 22 FEET SOUTHEAST OF
 GV3520'FENCE, 8 FEET NORTHWEST OF 12 INCH PINE TREE AND 4 FEET NORTHEAST
 GV3520'OF EDGE OF DITCH ALONG ROAD.
 GV3520'MARK IS SET FLUSH IN TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN
 GV3520'DIAMETER AND PROJECTING ABOUT 3 INCHES. THIS MARK REPLACES BOOK RM
 GV3520'3 WHICH WAS APPARENTLY DESCROYED BY HIGHWAY IMPROVEMENTS.
 GV3520
 GV3520                          STATION RECOVERY (1997)
 GV3520
 GV3520'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3520'MARK NOT FOUND.
 GV3520
 GV3520                          STATION RECOVERY (1999)
 GV3520
 GV3520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 GV3520'STATION DESTROYED.
 GV3520
 GV3520                          STATION RECOVERY (2003)
 GV3520
 GV3520'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV3520' 
 GV3520' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3547 ***********************************************************************
 GV3547  DESIGNATION -  BOOK RM 5
 GV3547  PID         -  GV3547
 GV3547  STATE/COUNTY-  VA/JAMES CITY
 GV3547  USGS QUAD   -  WILLIAMSBURG (1984)
 GV3547
 GV3547                         *CURRENT SURVEY CONTROL
 GV3547  ___________________________________________________________________
 GV3547* NAD 83(1986)-  37 15 11.     (N)    076 39 47.     (W)     SCALED    
 GV3547* NAVD 88     -        27.27   (+/-2cm)      89.5    (feet)  VERTCON   
 GV3547  ___________________________________________________________________
 GV3547  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV3547
 GV3547  VERT ORDER  -  THIRD (See Below)
 GV3547
 GV3547.The horizontal coordinates were scaled from a topographic map and have
 GV3547.an estimated accuracy of +/- 6 seconds.
 GV3547
 GV3547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3547.The vertical order pertains to the NGVD 29 superseded value.
 GV3547
 GV3547.The geoid height was determined by GEOID03.
 GV3547
 GV3547;                    North         East    Units  Estimated Accuracy
 GV3547;SPC VA S     - 1,103,650.    3,662,950.      MT  (+/- 180 meters Scaled)
 GV3547
 GV3547                          SUPERSEDED SURVEY CONTROL
 GV3547
 GV3547  NGVD 29 (??/??/??)   27.54   (m)           90.4    (f) RESET       3  
 GV3547
 GV3547.Superseded values are not recommended for survey control.
 GV3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3547.See file dsdata.txt to determine how the superseded data were derived.
 GV3547
 GV3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG525242(NAD 83)
 GV3547_MARKER: DR = REFERENCE MARK DISK
 GV3547_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GV3547_SP_SET: CONCRETE MEDIAN
 GV3547_STAMPING: BOOK 1958 NO 5 1982
 GV3547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3547+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV3547
 GV3547  HISTORY     - Date     Condition        Report By
 GV3547  HISTORY     - 1982     MONUMENTED       NGS
 GV3547  HISTORY     - 19971112 GOOD             USPSQD
 GV3547  HISTORY     - 20030206 GOOD             USPSQD
 GV3547
 GV3547                          STATION DESCRIPTION
 GV3547
 GV3547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GV3547'3.3 MI SE FROM WILLIAMSBURG.
 GV3547'12.01 METERS (39.4FT) SOUTHWEST OF TRIANGULATION STATION BOOK 1958
 GV3547'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE MEDIAN
 GV3547'OF STATE ROUTE 143.
 GV3547
 GV3547                          STATION RECOVERY (1997)
 GV3547
 GV3547'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3547'RECOVERED IN GOOD CONDITION.
 GV3547
 GV3547                          STATION RECOVERY (2003)
 GV3547
 GV3547'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV3547' 
 GV3547' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3548 ***********************************************************************
 GV3548  DESIGNATION -  BOOK RM 6
 GV3548  PID         -  GV3548
 GV3548  STATE/COUNTY-  VA/JAMES CITY
 GV3548  USGS QUAD   -  WILLIAMSBURG (1984)
 GV3548
 GV3548                         *CURRENT SURVEY CONTROL
 GV3548  ___________________________________________________________________
 GV3548* NAD 83(1986)-  37 15 11.     (N)    076 39 47.     (W)     SCALED    
 GV3548* NAVD 88     -        26.53   (+/-2cm)      87.0    (feet)  VERTCON   
 GV3548  ___________________________________________________________________
 GV3548  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV3548
 GV3548  VERT ORDER  -  THIRD (See Below)
 GV3548
 GV3548.The horizontal coordinates were scaled from a topographic map and have
 GV3548.an estimated accuracy of +/- 6 seconds.
 GV3548
 GV3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3548.The vertical order pertains to the NGVD 29 superseded value.
 GV3548
 GV3548.The geoid height was determined by GEOID03.
 GV3548
 GV3548;                    North         East    Units  Estimated Accuracy
 GV3548;SPC VA S     - 1,103,650.    3,662,950.      MT  (+/- 180 meters Scaled)
 GV3548
 GV3548                          SUPERSEDED SURVEY CONTROL
 GV3548
 GV3548  NGVD 29 (??/??/??)   26.80   (m)           87.9    (f) RESET       3  
 GV3548
 GV3548.Superseded values are not recommended for survey control.
 GV3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3548.See file dsdata.txt to determine how the superseded data were derived.
 GV3548
 GV3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG525242(NAD 83)
 GV3548_MARKER: DR = REFERENCE MARK DISK
 GV3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3548_SP_SET: CONCRETE POST
 GV3548_STAMPING: BOOK 1958 NO 6 1982
 GV3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3548+STABILITY: SURFACE MOTION
 GV3548
 GV3548  HISTORY     - Date     Condition        Report By
 GV3548  HISTORY     - 1982     MONUMENTED       NGS
 GV3548  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 GV3548  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV3548
 GV3548                          STATION DESCRIPTION
 GV3548
 GV3548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GV3548'3.3 MI SE FROM WILLIAMSBURG.
 GV3548'124.51 FEET EAST OF TRIANGULATION BOOK 1958, 623 METERS (20.4 FT)
 GV3548'SOUTH OF THE NORTH END OF A CONCRETE PIPE CULVERT, 18.52 METERS
 GV3548'(60.8 FT) NORTHWEST OF THE EAST END OF A TRIFFIC ISLAND,
 GV3548'18.66 METERS (61.2 FT) SOUTH OF A STATE RIGHT OF WAY MONUMENT AT A
 GV3548'FENCE, 19.1 METERS (62.7 FT ) NORTHEAST OF AN 18-INCH MAN HOLE
 GV3548'COVER, AND 19.9 METERS (65.3 FT) NORTHEAST OF THE WEST END OF A
 GV3548'TRIFFIC ISLAND.
 GV3548
 GV3548                          STATION RECOVERY (1997)
 GV3548
 GV3548'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV3548'MARK NOT FOUND.
 GV3548
 GV3548                          STATION RECOVERY (2003)
 GV3548
 GV3548'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV3548' 
 GV3548' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4121 ***********************************************************************
 FX4121  DESIGNATION -  BOONE
 FX4121  PID         -  FX4121
 FX4121  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4121  USGS QUAD   -  CAPRON (1977)
 FX4121
 FX4121                         *CURRENT SURVEY CONTROL
 FX4121  ___________________________________________________________________
 FX4121* NAD 83(1993)-  36 41 04.31188(N)    077 08 51.82133(W)     ADJUSTED  
 FX4121* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 FX4121  ___________________________________________________________________
 FX4121  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FX4121  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 FX4121
 FX4121  HORZ ORDER  -  FIRST
 FX4121
 FX4121.The horizontal coordinates were established by classical geodetic methods
 FX4121.and adjusted by the National Geodetic Survey in September 1995..
 FX4121
 FX4121.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4121
 FX4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4121
 FX4121.The geoid height was determined by GEOID03.
 FX4121
 FX4121;                    North         East     Units Scale Factor Converg.
 FX4121;SPC VA S     - 1,039,839.793 3,620,861.212   MT  1.00001592   +0 49 14.6
 FX4121;SPC VA S     - 3,411,541.05 11,879,442.16   sFT  1.00001592   +0 49 14.6
 FX4121;UTM  18      - 4,062,026.530   308,104.051   MT  1.00005369   -1 17 00.5
 FX4121
 FX4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4121!SPC VA S     -   0.99999951  x   1.00001592  =   1.00001543
 FX4121!UTM  18      -   0.99999951  x   1.00005369  =   1.00005320
 FX4121
 FX4121|---------------------------------------------------------------------|
 FX4121| PID    Reference Object                     Distance      Geod. Az  |
 FX4121|                                                           dddmmss.s |
 FX4121| DC8088 BOONE RM 1                           37.695 METERS 00539     |
 FX4121| FX4101 COURTLAND HANCOCK PEANUT TANK       APPROX. 6.8 KM 0601612.0 |
 FX4121| FX4100 COURTLAND MUN TANK                  APPROX. 7.9 KM 0612306.6 |
 FX4121| DC8087 BOONE AZ MK                                        1580041.2 |
 FX4121| DC8089 BOONE RM 2                           33.409 METERS 24257     |
 FX4121|---------------------------------------------------------------------|
 FX4121
 FX4121                          SUPERSEDED SURVEY CONTROL
 FX4121
 FX4121  NAD 83(1986)-  36 41 04.31790(N)    077 08 51.83966(W) AD(       ) 1
 FX4121  NAD 27      -  36 41 03.77782(N)    077 08 52.96523(W) AD(       ) 1
 FX4121  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG       
 FX4121
 FX4121.Superseded values are not recommended for survey control.
 FX4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4121.See file dsdata.txt to determine how the superseded data were derived.
 FX4121
 FX4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0810462027(NAD 83)
 FX4121_MARKER: DS = TRIANGULATION STATION DISK
 FX4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4121
 FX4121  HISTORY     - Date     Condition        Report By
 FX4121  HISTORY     - 1965     MONUMENTED       CGS
 FX4121  HISTORY     - 1970     GOOD             NGS
 FX4121  HISTORY     - 1975     GOOD             NGS
 FX4121
 FX4121                          STATION DESCRIPTION
 FX4121
 FX4121'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 FX4121'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF
 FX4121'BOYKINS, 5 MILES SOUTHWEST OF COURTLAND AND 4-1/4 MILES
 FX4121'NORTH-NORTHEAST OF NEWSOMS, IN THE SOUTHEAST CORNER OF A WOODED
 FX4121'AREA OWNED BY MR. U.L. BOONE.
 FX4121'
 FX4121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58 AND
 FX4121'STATE HIGHWAY 35, ABOUT 2.5 MILES SOUTHWEST OF COURTLAND, GO
 FX4121'SOUTHWEST ON HIGHWAY 35 FOR 1.35 MILES TO COUNTY ROUTE 658 ON THE
 FX4121'RIGHT.  TURN RIGHT AND GO WEST ON ROUTE 658 FOR 0.85 MILE TO THE
 FX4121'STATION ON THE RIGHT.
 FX4121'
 FX4121'THE STATION MARK IS A STANDARD DISK STAMPED BOONE 1965, SET IN
 FX4121'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS
 FX4121'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 76 FEET NORTH
 FX4121'OF THE CENTER OF ROUTE 658, 17.5 FEET EAST OF A 14-INCH ELM TREE
 FX4121'WITH TRIANGLE BLAZE AND 5 FEET WEST OF A METAL WITNESS POST.
 FX4121'
 FX4121'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOONE NO 1 1965,
 FX4121'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 FX4121'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 124.5
 FX4121'FEET NORTH-NORTHEAST OF THE METAL WITNESS POST, 18 FEET WEST OF
 FX4121'THE WEST EDGE OF A CULTIVATED FIELD AND 7 FEET WEST OF AN 8-INCH
 FX4121'ELM TREE.
 FX4121'
 FX4121'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BOONE NO 2 1965,
 FX4121'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 FX4121'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 113.6
 FX4121'FEET WEST-SOUTHWEST OF THE METAL WITNESS POST, 74 FEET
 FX4121'NORTH-NORTHEAST OF A POWER POLE AND 30 FEET NORTH OF THE CENTER
 FX4121'OF ROUTE 658.
 FX4121'
 FX4121'AZIMUTH MARK IS A STANDARD DISK STAMPED BOONE 1965, SET IN TOP
 FX4121'OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS
 FX4121'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16.5 FEET WEST
 FX4121'OF THE CENTER OF A GRADED ROAD, 10 FEET NORTH OF A PINE TREE
 FX4121'2 FEET IN DIAMETER AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 FX4121'
 FX4121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROUTE 658
 FX4121'FOR 150 FEET TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FX4121'SOUTHERLY ON THE GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 FX4121'ON THE RIGHT.
 FX4121'
 FX4121'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 FX4121
 FX4121                          STATION RECOVERY (1970)
 FX4121
 FX4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FX4121'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 FX4121'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE MARKS
 FX4121'ARE ALL STAMPED 1966 AND NOT 1965 AND THE STATION IS NOW IN THE
 FX4121'FRONT YARD OF THE HOME OF MR. SIMON H. WRIGHT, 20 FEET SOUTH OF
 FX4121'THE SOUTH FACE OF HOUSE, AND THE METAL WITNESS POST NEAR STATION
 FX4121'MARK WAS MOVED TO A LOCATION 1.0 FOOT EAST OF REFERENCE MARK NO.
 FX4121'2.
 FX4121'
 FX4121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX4121'4-1/4 MILES NORTHEAST OF NEWSOMS.
 FX4121
 FX4121                          STATION RECOVERY (1975)
 FX4121
 FX4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 FX4121'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FX4121'WERE FOUND IN GOOD CONDITION.
 FX4121'
 FX4121'ALL THE MARKS WERE STAMPED 1966 INSTEAD OF 1965.
 FX4121'
 FX4121'A DISCREPANCY WAS NOTED IN THE TO REACH.  THE LAST MILAGE GIVEN
 FX4121'SHOULD READ 1.85 MILES INSTEAD OF 0.85 MILE.
 FX4121'
 FX4121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX4121'4-1/4 MILES NORTH NORTHEAST OF NEWSOMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1749 ***********************************************************************
 GW1749  DESIGNATION -  BOOZE
 GW1749  PID         -  GW1749
 GW1749  STATE/COUNTY-  VA/BOTETOURT
 GW1749  USGS QUAD   -  SALISBURY (1985)
 GW1749
 GW1749                         *CURRENT SURVEY CONTROL
 GW1749  ___________________________________________________________________
 GW1749* NAD 83(1993)-  37 35 03.21774(N)    079 49 53.00191(W)     ADJUSTED  
 GW1749* NAVD 88     -       356.058  (meters)    1168.17   (feet)  ADJUSTED  
 GW1749  ___________________________________________________________________
 GW1749  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 GW1749  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1749  DYNAMIC HT  -         355.771 (meters)    1167.23  (feet)  COMP
 GW1749  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GW1749
 GW1749  HORZ ORDER  -  SECOND
 GW1749  VERT ORDER  -  SECOND    CLASS 0
 GW1749
 GW1749.The horizontal coordinates were established by classical geodetic methods
 GW1749.and adjusted by the National Geodetic Survey in November 1994..
 GW1749
 GW1749.The orthometric height was determined by differential leveling
 GW1749.and adjusted by the National Geodetic Survey in June 1991..
 GW1749
 GW1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1749
 GW1749.The geoid height was determined by GEOID03.
 GW1749
 GW1749.The dynamic height is computed by dividing the NAVD 88
 GW1749.geopotential number by the normal gravity value computed on the
 GW1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1749.degrees latitude (g = 980.6199 gals.).
 GW1749
 GW1749.The modeled gravity was interpolated from observed gravity values.
 GW1749
 GW1749;                    North         East     Units Scale Factor Converg.
 GW1749;SPC VA S     - 1,139,648.146 3,382,413.144   MT  0.99995253   -0 48 29.0
 GW1749;SPC VA S     - 3,738,995.63 11,097,133.79   sFT  0.99995253   -0 48 29.0
 GW1749;UTM  17      - 4,160,327.624   603,179.290   MT  0.99973113   +0 42 46.2
 GW1749
 GW1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1749!SPC VA S     -   0.99994921  x   0.99995253  =   0.99990174
 GW1749!UTM  17      -   0.99994921  x   0.99973113  =   0.99968035
 GW1749
 GW1749|---------------------------------------------------------------------|
 GW1749| PID    Reference Object                     Distance      Geod. Az  |
 GW1749|                                                           dddmmss.s |
 GW1749| GW1750 BOOZE RM 1                           19.521 METERS 09047     |
 GW1749| GW2276 SING                                APPROX. 1.3 KM 3321738.7 |
 GW1749|---------------------------------------------------------------------|
 GW1749
 GW1749                          SUPERSEDED SURVEY CONTROL
 GW1749
 GW1749  NAD 83(1986)-  37 35 03.21825(N)    079 49 53.01681(W) AD(       ) 2
 GW1749  NAD 27      -  37 35 02.74763(N)    079 49 53.86024(W) AD(       ) 2
 GW1749  NGVD 29 (??/??/92)  356.243  (m)         1168.77   (f) ADJ UNCH    2 0
 GW1749
 GW1749.Superseded values are not recommended for survey control.
 GW1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1749.See file dsdata.txt to determine how the superseded data were derived.
 GW1749
 GW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0317960328(NAD 83)
 GW1749_MARKER: DE = TRAVERSE STATION DISK
 GW1749_SETTING: 66 = SET IN ROCK OUTCROP
 GW1749_SP_SET: BEDROCK
 GW1749_STAMPING: BOOZE 1964
 GW1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1749+STABILITY: POSITION/ELEVATION WELL
 GW1749
 GW1749  HISTORY     - Date     Condition        Report By
 GW1749  HISTORY     - 1964     MONUMENTED       CGS
 GW1749  HISTORY     - 1964     GOOD             CGS
 GW1749  HISTORY     - 19960420 GOOD             USPSQD
 GW1749
 GW1749                          STATION DESCRIPTION
 GW1749
 GW1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1749'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF FINCASTLE,
 GW1749'4.0 MILES SOUTH OF EAGLE ROCK AND ABOUT 500 FEET EAST OF
 GW1749'U.S. HIGHWAY 220.  IT IS IN A PASTURE OWNED BY THE BOOZE
 GW1749'BROTHERS.
 GW1749'
 GW1749'TO REACH THE STATION FROM THE COURTHOUSE IN FINCASTLE, GO
 GW1749'WEST ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S.
 GW1749'HIGHWAY 220, TURN RIGHT ON U.S. HIGHWAY 220 AND GO 4.60
 GW1749'MILES TO A CROSSROADS, VIRGINIA SECONDARY HIGHWAY 635, CONTINUE
 GW1749'NORTH ON U.S. HIGHWAY 220 FOR 2.15 MILES TO A WIRE GATE
 GW1749'ON THE RIGHT, PASS THROUGH WIRE GATE AND GO EAST FOR ABOUT
 GW1749'0.05 MILE TO A DIM TRACK ROAD, TURN RIGHT ON DIM TRACK ROAD
 GW1749'AND GO SOUTH FOR 0.1 MILE TO TOP OF HILL AND STATION.
 GW1749'
 GW1749'THE STATION MARK IS 61.6 FEET WEST OF A BREAK IN FENCE, 10.2
 GW1749'FEET NORTHWEST OF A METAL WITNESS POST AND 9.6 FEET NORTHWEST
 GW1749'OF A WIRE FENCE.  IT IS A STANDARD TRAVERSE DISK CEMENTED IN
 GW1749'A DRILLED HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BOOZE
 GW1749'1964.
 GW1749'
 GW1749'REFERENCE MARK NO. 1 IS 38.0 FEET SOUTH OF A BREAK IN FENCE,
 GW1749'55.2 FEET EAST OF A METAL WITNESS POST AND 34.4 FEET SOUTHEAST
 GW1749'OF A WIRE FENCE.  IT IS A STANDARD DISK CEMENTED IN A DRILLED
 GW1749'HOLE IN OUTCROPPING BEDROCK PROJECTING 18 INCHES AND IS STAMPED
 GW1749'BOOZE NO 1 1964.
 GW1749'
 GW1749'TRAVERSE STATION SING WILL SERVE AS THE AZIMUTH.
 GW1749'
 GW1749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GW1749
 GW1749                          STATION RECOVERY (1964)
 GW1749
 GW1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1749'6.8 MI N FROM FINCASTLE.
 GW1749'FROM THE COURT HOUSE IN FINCASTLE GO WEST ON MAIN STREET FOR
 GW1749'0.1 MILE TO U.S. HIGHWAY 220 THENCE NORTH ON U.S. HIGHWAY 220
 GW1749'FOR 6.7 MILES TO A WIRE GATE ON THE RIGHT, THENCE EAST 0.1
 GW1749'MILE TO THE MARK SET IN THE TOP OF AN OUT-CROP OF BEDROCK AT
 GW1749'THE TOP OF HILL, 0.7 MILE NORTH OF A SMALL GROCERY STORE, 61.6
 GW1749'FEET WEST OF A BREAK IN THE FENCE, 10.2 FEET NORTHWEST OF A METAL
 GW1749'WITNESS SIGN, 9.6 FEET NORTHWEST OF A WIRE FENCE AND IS ABOUT
 GW1749'3-INCHES ABOVE THE GROUND.
 GW1749
 GW1749                          STATION RECOVERY (1996)
 GW1749
 GW1749'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6891 ***********************************************************************
 HV6891  DESIGNATION -  BOOZE 1932
 HV6891  PID         -  HV6891
 HV6891  STATE/COUNTY-  VA/WESTMORELAND
 HV6891  USGS QUAD   -  MACHODOC (1982)
 HV6891
 HV6891                         *CURRENT SURVEY CONTROL
 HV6891  ___________________________________________________________________
 HV6891* NAD 83(1993)-  38 07 11.29298(N)    076 43 28.58071(W)     ADJUSTED  
 HV6891* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV6891  ___________________________________________________________________
 HV6891  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 HV6891  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HV6891
 HV6891  HORZ ORDER  -  THIRD
 HV6891
 HV6891.The horizontal coordinates were established by classical geodetic methods
 HV6891.and adjusted by the National Geodetic Survey in November 1994..
 HV6891
 HV6891.The orthometric height was scaled from a topographic map.
 HV6891
 HV6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6891
 HV6891.The geoid height was determined by GEOID03.
 HV6891
 HV6891;                    North         East     Units Scale Factor Converg.
 HV6891;SPC VA N     - 2,051,802.538 3,655,671.315   MT  0.99998586   +1 06 29.0
 HV6891;SPC VA N     - 6,731,622.16 11,993,648.31   sFT  0.99998586   +1 06 29.0
 HV6891;SPC VA S     - 1,199,727.580 3,655,678.953   MT  1.00003154   +1 04 39.1
 HV6891;SPC VA S     - 3,936,106.24 11,993,673.36   sFT  1.00003154   +1 04 39.1
 HV6891;UTM  18      - 4,220,512.341   348,825.397   MT  0.99988147   -1 03 53.3
 HV6891
 HV6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6891!SPC VA N     -   1.00000441  x   0.99998586  =   0.99999027
 HV6891!SPC VA S     -   1.00000441  x   1.00003154  =   1.00003595
 HV6891!UTM  18      -   1.00000441  x   0.99988147  =   0.99988588
 HV6891
 HV6891:                Primary Azimuth Mark                     Grid Az
 HV6891:SPC VA N     -  FEDDLE 1932                              013 37 44.6
 HV6891:SPC VA S     -  FEDDLE 1932                              013 39 34.5
 HV6891:UTM  18      -  FEDDLE 1932                              015 48 06.9
 HV6891
 HV6891|---------------------------------------------------------------------|
 HV6891| PID    Reference Object                     Distance      Geod. Az  |
 HV6891|                                                           dddmmss.s |
 HV6891| HV6925 FEDDLE 1932                         APPROX. 0.8 KM 0144413.6 |
 HV6891|---------------------------------------------------------------------|
 HV6891
 HV6891                          SUPERSEDED SURVEY CONTROL
 HV6891
 HV6891  NAD 83(1993)-  38 07 11.29132(N)    076 43 28.58542(W) AD(       ) 3
 HV6891  NAD 83(1986)-  38 07 11.29315(N)    076 43 28.59717(W) AD(       ) 3
 HV6891  NAD 27      -  38 07 10.81300(N)    076 43 29.69300(W) AD(       ) 3
 HV6891
 HV6891.Superseded values are not recommended for survey control.
 HV6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6891.See file dsdata.txt to determine how the superseded data were derived.
 HV6891
 HV6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4882520512(NAD 83)
 HV6891_MARKER: Z = SEE DESCRIPTION
 HV6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6891+STABILITY: SURFACE MOTION
 HV6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV6891+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 HV6891
 HV6891  HISTORY     - Date     Condition        Report By
 HV6891  HISTORY     - 1932     MONUMENTED       VACF
 HV6891  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6891  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6891  HISTORY     - 19981114 GOOD             USPSQD
 HV6891  HISTORY     - 20030314 GOOD             USPSQD
 HV6891
 HV6891                          STATION DESCRIPTION
 HV6891
 HV6891'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6891'STATION IS ON A LOW MARSHY SHORE IN FRONT OF A HIGH BLUFF AND A
 HV6891'SHORT DISTANCE DOWN SHORE FROM A TENANT HOUSE ON THE FARM ON BLUFF
 HV6891'ABOVE IN WHAT IS LOCALLY KNOWN AS BOOZE BEND.
 HV6891'
 HV6891'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6891'SURROUNDED NEAR THE SURFACE BY A BLOCK OF CONCRETE.
 HV6891
 HV6891                          STATION RECOVERY (1942)
 HV6891
 HV6891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6891'THIS STATION WAS THOROUGHLY SEARCHED FOR BY THREE MEN FOR ONE
 HV6891'HOUR, BUT NO TRACE OF IT COULD BE FOUND.  THE REFERENCE TREES
 HV6891'COULD NOT BE FOUND AND THE TENANT HOUSE IS GONE.  IT IS
 HV6891'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6891
 HV6891                          STATION RECOVERY (1957)
 HV6891
 HV6891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6891'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  THE FORMER
 HV6891'POSITION OF THE TENANT HOUSE WAS FOUND BUT THE REFERENCE TREES
 HV6891'HAVE BEEN CUT DOWN.  THE STATION IS PROBABLY INTACT, BUT COVERED
 HV6891'OVER BY SAND AND DEBRIS.
 HV6891
 HV6891                          STATION RECOVERY (1998)
 HV6891
 HV6891'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6891'RECOVERED IN GOOD CONDITION.
 HV6891
 HV6891                          STATION RECOVERY (2003)
 HV6891
 HV6891'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6891'STATION IS AT WATERS EDGE IN FRONT OF 1243 FEDERAL FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1750 ***********************************************************************
 GW1750  DESIGNATION -  BOOZE RM 1
 GW1750  PID         -  GW1750
 GW1750  STATE/COUNTY-  VA/BOTETOURT
 GW1750  USGS QUAD   -  SALISBURY (1985)
 GW1750
 GW1750                         *CURRENT SURVEY CONTROL
 GW1750  ___________________________________________________________________
 GW1750* NAD 83(1986)-  37 35 02.     (N)    079 49 52.     (W)     SCALED    
 GW1750* NAVD 88     -       355.146  (meters)    1165.17   (feet)  ADJUSTED  
 GW1750  ___________________________________________________________________
 GW1750  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1750  DYNAMIC HT  -         354.860 (meters)    1164.24  (feet)  COMP
 GW1750  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 GW1750
 GW1750  VERT ORDER  -  SECOND    CLASS 0
 GW1750
 GW1750.The horizontal coordinates were scaled from a topographic map and have
 GW1750.an estimated accuracy of +/- 6 seconds.
 GW1750
 GW1750.The orthometric height was determined by differential leveling
 GW1750.and adjusted by the National Geodetic Survey in June 1991..
 GW1750
 GW1750.The geoid height was determined by GEOID03.
 GW1750
 GW1750.The dynamic height is computed by dividing the NAVD 88
 GW1750.geopotential number by the normal gravity value computed on the
 GW1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1750.degrees latitude (g = 980.6199 gals.).
 GW1750
 GW1750.The modeled gravity was interpolated from observed gravity values.
 GW1750
 GW1750;                    North         East    Units  Estimated Accuracy
 GW1750;SPC VA S     - 1,139,610.    3,382,440.      MT  (+/- 180 meters Scaled)
 GW1750
 GW1750                          SUPERSEDED SURVEY CONTROL
 GW1750
 GW1750  NGVD 29 (??/??/92)  355.331  (m)         1165.78   (f) ADJ UNCH    2 0
 GW1750
 GW1750.Superseded values are not recommended for survey control.
 GW1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1750.See file dsdata.txt to determine how the superseded data were derived.
 GW1750
 GW1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB032602(NAD 83)
 GW1750_MARKER: DR = REFERENCE MARK DISK
 GW1750_SETTING: 66 = SET IN ROCK OUTCROP
 GW1750_SP_SET: OUTCROP
 GW1750_STAMPING: BOOZE NO 1 1964
 GW1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1750+STABILITY: POSITION/ELEVATION WELL
 GW1750
 GW1750  HISTORY     - Date     Condition        Report By
 GW1750  HISTORY     - 1964     MONUMENTED       CGS
 GW1750  HISTORY     - 19960420 GOOD             USPSQD
 GW1750
 GW1750                          STATION DESCRIPTION
 GW1750
 GW1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1750'6.8 MI N FROM FINCASTLE.
 GW1750'AT THE BOOZE STATION SITE-- 64.05 FEET EAST OF THE STATION,
 GW1750'38.0 FEET SOUTH OF BREAK IN FENCE, 55.2 FEET EAST OF A METAL
 GW1750'WITNESS SIGN, 34.4 FEET SOUTHEAST OF A WIRE FENCE, AND SET IN
 GW1750'THE TOP OF AN OUTCROP OF BED ROCK PROJECTING 18-INCHES ABOVE
 GW1750'THE GROUND.
 GW1750
 GW1750                          STATION RECOVERY (1996)
 GW1750
 GW1750'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9859 ***********************************************************************
 HV9859  DESIGNATION -  BOS 11
 HV9859  PID         -  HV9859
 HV9859  STATE/COUNTY-  VA/FAIRFAX
 HV9859  USGS QUAD   -  FORT BELVOIR (1983)
 HV9859
 HV9859                         *CURRENT SURVEY CONTROL
 HV9859  ___________________________________________________________________
 HV9859* NAD 83(1986)-  38 42 28.     (N)    077 10 16.     (W)     SCALED    
 HV9859* NAVD 88     -        13.898  (meters)      45.60   (feet)  ADJUSTED  
 HV9859  ___________________________________________________________________
 HV9859  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV9859  DYNAMIC HT  -          13.890 (meters)      45.57  (feet)  COMP
 HV9859  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 HV9859
 HV9859  VERT ORDER  -  THIRD
 HV9859
 HV9859.The horizontal coordinates were scaled from a topographic map and have
 HV9859.an estimated accuracy of +/- 6 seconds.
 HV9859
 HV9859.The orthometric height was determined by differential leveling
 HV9859.and adjusted by the National Geodetic Survey in September 2004..
 HV9859
 HV9859.The geoid height was determined by GEOID03.
 HV9859
 HV9859.The dynamic height is computed by dividing the NAVD 88
 HV9859.geopotential number by the normal gravity value computed on the
 HV9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9859.degrees latitude (g = 980.6199 gals.).
 HV9859
 HV9859.The modeled gravity was interpolated from observed gravity values.
 HV9859
 HV9859;                    North         East    Units  Estimated Accuracy
 HV9859;SPC VA N     - 2,116,400.    3,615,580.      MT  (+/- 180 meters Scaled)
 HV9859
 HV9859                          SUPERSEDED SURVEY CONTROL
 HV9859
 HV9859.No superseded survey control is available for this station.
 HV9859
 HV9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH112865(NAD 83)
 HV9859_MARKER: DD = SURVEY DISK
 HV9859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV9859_SP_SET: CULVERT
 HV9859_STAMPING: BOS-11 1985
 HV9859_MARK LOGO: VA-059
 HV9859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9859+STABILITY: SURFACE MOTION
 HV9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9859+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9859
 HV9859  HISTORY     - Date     Condition        Report By
 HV9859  HISTORY     - 1985     MONUMENTED       VA-059
 HV9859  HISTORY     - 19900115 GOOD             RDA
 HV9859
 HV9859                          STATION DESCRIPTION
 HV9859
 HV9859'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9859'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA IN
 HV9859'FORT BELVOIR.  TO REACH THE STATION FROM THE INTERSECTION OF RICHMOND
 HV9859'HIGHWAY (ROUTE 1) AND POHICK ROAD (ROUTE 641) PROCEED EAST ON ROUTE 1
 HV9859'(PAST ENTRANCE TO DAVIDSON AIRFIELD) FOR 1.3 MILES TO LARGE CULVERT
 HV9859'ON THE RIGHT,  IN TOP OF AND 1.0 FOOT OF THE WEST END,
 HV9859'3.3 FEET SOUTH OF THE CENTERLINE OF ROUTE 1 AND 15 FEET
 HV9859'EAST FROM VEPCO POLE NUMBER S046.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9877 ***********************************************************************
 HV9877  DESIGNATION -  BOS 12
 HV9877  PID         -  HV9877
 HV9877  STATE/COUNTY-  VA/FAIRFAX
 HV9877  USGS QUAD   -  ANNANDALE (1994)
 HV9877
 HV9877                         *CURRENT SURVEY CONTROL
 HV9877  ___________________________________________________________________
 HV9877* NAD 83(1986)-  38 46 00.     (N)    077 09 21.     (W)     SCALED    
 HV9877* NAVD 88     -        73.053  (meters)     239.67   (feet)  ADJUSTED  
 HV9877  ___________________________________________________________________
 HV9877  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV9877  DYNAMIC HT  -          73.012 (meters)     239.54  (feet)  COMP
 HV9877  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 HV9877
 HV9877  VERT ORDER  -  THIRD
 HV9877
 HV9877.The horizontal coordinates were scaled from a topographic map and have
 HV9877.an estimated accuracy of +/- 6 seconds.
 HV9877
 HV9877.The orthometric height was determined by differential leveling
 HV9877.and adjusted by the National Geodetic Survey in September 2004..
 HV9877
 HV9877.The geoid height was determined by GEOID03.
 HV9877
 HV9877.The dynamic height is computed by dividing the NAVD 88
 HV9877.geopotential number by the normal gravity value computed on the
 HV9877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9877.degrees latitude (g = 980.6199 gals.).
 HV9877
 HV9877.The modeled gravity was interpolated from observed gravity values.
 HV9877
 HV9877;                    North         East    Units  Estimated Accuracy
 HV9877;SPC VA N     - 2,122,950.    3,616,810.      MT  (+/- 180 meters Scaled)
 HV9877
 HV9877                          SUPERSEDED SURVEY CONTROL
 HV9877
 HV9877.No superseded survey control is available for this station.
 HV9877
 HV9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH127930(NAD 83)
 HV9877_MARKER: DD = SURVEY DISK
 HV9877_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HV9877_SP_SET: FOOTER
 HV9877_STAMPING: BOS 12 1985
 HV9877_MARK LOGO: VA-059
 HV9877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9877+STABILITY: SURFACE MOTION
 HV9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9877+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9877
 HV9877  HISTORY     - Date     Condition        Report By
 HV9877  HISTORY     - 1985     MONUMENTED       VA-059
 HV9877  HISTORY     - 19900115 GOOD             RDA
 HV9877
 HV9877                          STATION DESCRIPTION
 HV9877
 HV9877'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9877'TO REACH THE STATION FROM THE INTERSECTION OF FRANCONIA (RTE 644)
 HV9877'AND BEULAH ROAD (ROUTE 613), GO SOUTH ALONG BEULAH ROAD FOR 1.1
 HV9877'MILES TO THE INTERSECTION WITH CHARLES ARLINGTON DRIVE, IN TOP
 HV9877'OF THE CONCRETE FOOTER FOR AN ELECTRICAL TOWER, AND 3.7 FEET
 HV9877'SOUTH OF CHARLES ARLINGTON DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9854 ***********************************************************************
 HV9854  DESIGNATION -  BOS 6
 HV9854  PID         -  HV9854
 HV9854  STATE/COUNTY-  VA/FAIRFAX
 HV9854  USGS QUAD   -  FORT BELVOIR (1983)
 HV9854
 HV9854                         *CURRENT SURVEY CONTROL
 HV9854  ___________________________________________________________________
 HV9854* NAD 83(1986)-  38 44 39.     (N)    077 14 20.     (W)     SCALED    
 HV9854* NAVD 88     -        79.806  (meters)     261.83   (feet)  ADJUSTED  
 HV9854  ___________________________________________________________________
 HV9854  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV9854  DYNAMIC HT  -          79.761 (meters)     261.68  (feet)  COMP
 HV9854  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 HV9854
 HV9854  VERT ORDER  -  THIRD
 HV9854
 HV9854.The horizontal coordinates were scaled from a topographic map and have
 HV9854.an estimated accuracy of +/- 6 seconds.
 HV9854
 HV9854.The orthometric height was determined by differential leveling
 HV9854.and adjusted by the National Geodetic Survey in September 2004..
 HV9854
 HV9854.The geoid height was determined by GEOID03.
 HV9854
 HV9854.The dynamic height is computed by dividing the NAVD 88
 HV9854.geopotential number by the normal gravity value computed on the
 HV9854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9854.degrees latitude (g = 980.6199 gals.).
 HV9854
 HV9854.The modeled gravity was interpolated from observed gravity values.
 HV9854
 HV9854;                    North         East    Units  Estimated Accuracy
 HV9854;SPC VA N     - 2,120,360.    3,609,630.      MT  (+/- 180 meters Scaled)
 HV9854
 HV9854                          SUPERSEDED SURVEY CONTROL
 HV9854
 HV9854.No superseded survey control is available for this station.
 HV9854
 HV9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH054907(NAD 83)
 HV9854_MARKER: DD = SURVEY DISK
 HV9854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV9854_SP_SET: INLET
 HV9854_STAMPING: BOS-6 1985
 HV9854_MARK LOGO: VA-059
 HV9854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9854+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9854
 HV9854  HISTORY     - Date     Condition        Report By
 HV9854  HISTORY     - 1985     MONUMENTED       VA-059
 HV9854  HISTORY     - 19900115 GOOD             RDA
 HV9854
 HV9854                          STATION DESCRIPTION
 HV9854
 HV9854'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9854'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9854'1.5 MILES NORTH OF THE LORTON REFORMATORY.  TO REACH THE STATION FROM
 HV9854'THE INTERSECTION OF ROUTE 1 (RICHMOND HIGHWAY) AND POHICK ROAD (ROUTE
 HV9854'641) PROCEED NORTHWEST ALONG POHICK ROAD 2.0 MILE TO INTERSECTION OF
 HV9854'POHICK ROAD AND ROLLING ROAD (ROUTE 638).  TURN LEFT AND PROCEED
 HV9854'GENERALLY WEST ALONG POHICK ROAD 3.0 MILES TO ITS INTERSECTION OF
 HV9854'POHICK ROAD AND NEWINGTON FOREST AVENUE (ROUTE 6100).  TURN LEFT
 HV9854'(SOUTH) ONTO NEWINGTON FOREST AVENUE AND PROCEED 0.1 MILES TO STATION
 HV9854'ON THE RIGHT, LOCATED IN THE CONCRETE BASE OF A YARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9876 ***********************************************************************
 HV9876  DESIGNATION -  BOS 7
 HV9876  PID         -  HV9876
 HV9876  STATE/COUNTY-  VA/FAIRFAX
 HV9876  USGS QUAD   -  FORT BELVOIR (1983)
 HV9876
 HV9876                         *CURRENT SURVEY CONTROL
 HV9876  ___________________________________________________________________
 HV9876* NAD 83(1986)-  38 43 54.     (N)    077 13 35.     (W)     SCALED    
 HV9876* NAVD 88     -        65.672  (meters)     215.46   (feet)  ADJUSTED  
 HV9876  ___________________________________________________________________
 HV9876  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV9876  DYNAMIC HT  -          65.635 (meters)     215.34  (feet)  COMP
 HV9876  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 HV9876
 HV9876  VERT ORDER  -  THIRD
 HV9876
 HV9876.The horizontal coordinates were scaled from a topographic map and have
 HV9876.an estimated accuracy of +/- 6 seconds.
 HV9876
 HV9876.The orthometric height was determined by differential leveling
 HV9876.and adjusted by the National Geodetic Survey in September 2004..
 HV9876
 HV9876.The geoid height was determined by GEOID03.
 HV9876
 HV9876.The dynamic height is computed by dividing the NAVD 88
 HV9876.geopotential number by the normal gravity value computed on the
 HV9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9876.degrees latitude (g = 980.6199 gals.).
 HV9876
 HV9876.The modeled gravity was interpolated from observed gravity values.
 HV9876
 HV9876;                    North         East    Units  Estimated Accuracy
 HV9876;SPC VA N     - 2,118,980.    3,610,740.      MT  (+/- 180 meters Scaled)
 HV9876
 HV9876                          SUPERSEDED SURVEY CONTROL
 HV9876
 HV9876.No superseded survey control is available for this station.
 HV9876
 HV9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH064893(NAD 83)
 HV9876_MARKER: DD = SURVEY DISK
 HV9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9876_SP_SET: CONCRETE POST
 HV9876_STAMPING: BOS-7 1985
 HV9876_MARK LOGO: VA-059
 HV9876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9876+STABILITY: SURFACE MOTION
 HV9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9876+SATELLITE: SATELLITE OBSERVATIONS - 1985
 HV9876
 HV9876  HISTORY     - Date     Condition        Report By
 HV9876  HISTORY     - 1985     MONUMENTED       VA-059
 HV9876
 HV9876                          STATION DESCRIPTION
 HV9876
 HV9876'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1985
 HV9876'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9876'3.0 MILES WEST OF FORT BELVOIR.  TO REACH THE STATION FROM THE
 HV9876'INTERSECTION OF ROUTE 1 (RICHMOND HIGHWAY) AND POHICK ROAD (ROUTE
 HV9876'641) PROCEED NORTHWEST ALONG POHICK ROAD 1.0 MILE TO THE INTERSECTION
 HV9876'OF POHICK ROAD AND ROLLING ROAD (ROUTE 638).  TURN LEFT AND PROCEED
 HV9876'GENERALLY WEST ALONG POHICK ROAD 1.9 MILES TO THE INTERSECTION OF
 HV9876'POHICK ROAD AND SOUTHRUN ROAD (ROUTE 6070) ALSO THE ENTRANCE TO
 HV9876'NEWINGTON FOREST. TURN LEFT SOUTHWEST ONTO SOUTHRUN ROAD AND PROCEED
 HV9876'0.1 MILE TO ENTRANCE OF SWIMMING POOL ON LEFT, IN TOP OF A CONCRETE
 HV9876'MONUMENT FLUSH WITH THE GROUND, AT THE CONCRETE AREA AROUND THE
 HV9876'SWIMMING POOL, 0.5 FOOT SOUTH OF THE SOUTHEAST CORNER OF POOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3649 ***********************************************************************
 GV3649  DESIGNATION -  BOSS
 GV3649  PID         -  GV3649
 GV3649  STATE/COUNTY-  VA/MIDDLESEX
 GV3649  USGS QUAD   -  DELTAVILLE (1992)
 GV3649
 GV3649                         *CURRENT SURVEY CONTROL
 GV3649  ___________________________________________________________________
 GV3649* NAD 83(1993)-  37 32 47.67460(N)    076 18 44.94888(W)     ADJUSTED  
 GV3649* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3649  ___________________________________________________________________
 GV3649  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 GV3649  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV3649
 GV3649  HORZ ORDER  -  THIRD
 GV3649
 GV3649.The horizontal coordinates were established by classical geodetic methods
 GV3649.and adjusted by the National Geodetic Survey in November 1994..
 GV3649
 GV3649.The orthometric height was scaled from a topographic map.
 GV3649
 GV3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3649
 GV3649.The geoid height was determined by GEOID03.
 GV3649
 GV3649;                    North         East     Units Scale Factor Converg.
 GV3649;SPC VA S     - 1,136,879.851 3,693,284.792   MT  0.99995027   +1 19 39.6
 GV3649;SPC VA S     - 3,729,913.31 12,117,051.86   sFT  0.99995027   +1 19 39.6
 GV3649;UTM  18      - 4,156,317.996   384,058.745   MT  0.99976558   -0 47 59.7
 GV3649
 GV3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3649!SPC VA S     -   1.00000536  x   0.99995027  =   0.99995563
 GV3649!UTM  18      -   1.00000536  x   0.99976558  =   0.99977094
 GV3649
 GV3649:                Primary Azimuth Mark                     Grid Az
 GV3649:SPC VA S     -  STINGRAY POINT LIGHTHOUSE 1900           065 10 14.5
 GV3649:UTM  18      -  STINGRAY POINT LIGHTHOUSE 1900           067 17 53.8
 GV3649
 GV3649|---------------------------------------------------------------------|
 GV3649| PID    Reference Object                     Distance      Geod. Az  |
 GV3649|                                                           dddmmss.s |
 GV3649| GV3664 STINGRAY POINT LIGHTHOUSE 1900      APPROX. 4.1 KM 0662954.1 |
 GV3649| GV3654 CHERRY POINT LIGHT                  APPROX. 2.8 KM 1761454.8 |
 GV3649| GV3666 STOVE POINT LIGHT                   APPROX. 3.6 KM 1840252.9 |
 GV3649| DC9008 BOSS RM SSW                           6.290 METERS 18819     |
 GV3649|---------------------------------------------------------------------|
 GV3649
 GV3649                          SUPERSEDED SURVEY CONTROL
 GV3649
 GV3649  NAD 83(1993)-  37 32 47.67828(N)    076 18 44.97082(W) AD(       ) 3
 GV3649  NAD 83(1986)-  37 32 47.67708(N)    076 18 44.97058(W) AD(       ) 3
 GV3649  NAD 27      -  37 32 47.20500(N)    076 18 46.18100(W) AD(       ) 3
 GV3649
 GV3649.Superseded values are not recommended for survey control.
 GV3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3649.See file dsdata.txt to determine how the superseded data were derived.
 GV3649
 GV3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8405956318(NAD 83)
 GV3649_MARKER: DS = TRIANGULATION STATION DISK
 GV3649_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3649
 GV3649  HISTORY     - Date     Condition        Report By
 GV3649  HISTORY     - 1920     MONUMENTED       CGS
 GV3649  HISTORY     - 1920     GOOD             CGS
 GV3649  HISTORY     - 1944     GOOD             CGS
 GV3649  HISTORY     - 1952     GOOD             CGS
 GV3649  HISTORY     - 1953     GOOD             CGS
 GV3649  HISTORY     - 19980301 MARK NOT FOUND   USPSQD
 GV3649  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV3649
 GV3649                          STATION DESCRIPTION
 GV3649
 GV3649'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CS)
 GV3649'IN THE VICINITY OF PIANKATANK RIVER, CHESAPEAKE BAY, ABOUT
 GV3649'1 FOOT TOWARD THE PIANKATANK RIVER FROM THE BASE OF A PINE
 GV3649'TREE.  THIS PINE TREE IS IN THE SOUTHWEST CORNER OF POWELLS
 GV3649'PINE WOODS.  IT SETS TO THE NORTH FROM THE RIVER EDGE OF THE
 GV3649'PINES ABOUT 10 METERS, AND FROM THE HIGH WATER MARK ABOUT
 GV3649'50 METERS, AND TO THE EAST INTO THE PINES FROM A CULTIVATED
 GV3649'FIELD ABOUT 4 METERS.  THE UNDERGROUND STATION MARK IS A BOTTLE
 GV3649'IN CONCRETE ONE FOOT IN DIAMETER BY 8 INCHES DEEP, TWO FEET
 GV3649'BELOW GROUND.  THE SURFACE MARK IS A STANDARD DISK IN
 GV3649'CONCRETE ONE FOOT IN DIAMETER AND ONE FOOT DEEP EXTENDING 2
 GV3649'INCHES ABOVE GROUND.  THIS STATION IS INSHORE FAR ENOUGH
 GV3649'SO THAT IT IS CERTAIN TO BE PERMANENT.
 GV3649'
 GV3649'SURFACE, UNDERGROUND, REFERENCE AND WITNESS MARKS ARE SET
 GV3649'AS DESCRIBED IN NOTES 1C, 7D, 11C AND 15A RESPECTIVELY.
 GV3649'
 GV3649'ALL REFERENCE MARKS ARE IN CONCRETE 8 INCHES IN DIAMETER,
 GV3649'AND ONE FOOT DEEP EXTENDING 2 INCHES ABOVE GROUND.
 GV3649'
 GV3649'WITNESS MARK NO. 1 IS 4 FEET ABOVE GROUND ON A PINE TREE
 GV3649'AT THE RIVER EDGE OF WOODS FACING RIVER.
 GV3649'
 GV3649'WITNESS MARK NO. 2 IS 5 FEET ABOVE GROUND ON A PINE TREE
 GV3649'AT CULTIVATED FIELD EDGE OF WOODS FACING FIELD.
 GV3649'
 GV3649'HEIGHT OF SIGNAL ABOVE STATION MARK - 85 FEET.
 GV3649
 GV3649                          STATION RECOVERY (1920)
 GV3649
 GV3649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HBC)
 GV3649'STATION WAS FOUND AS DESCRIBED WITH EXCEPTION OF REFERENCE
 GV3649'MARK NO. 3, WHICH HAD BEEN DISTURBED.  THE REFERENCE MARK
 GV3649'WAS REPLACED IN NEW CEMENT IN APPROXIMATELY THE SAME DIRECTION
 GV3649'FROM THE STATION AS IT HAD BEEN BEFORE AT A DISTANCE OF
 GV3649'5.49 METERS FROM THE STATION MARK.
 GV3649
 GV3649                          STATION RECOVERY (1944)
 GV3649
 GV3649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3649'THE STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 GV3649'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE PINE AT
 GV3649'THE STATION AND THE TWO WITNESS PINES HAVE BEEN CUT DOWN.
 GV3649'THE MARK IS NOW 30.0 METERS FROM THE EDGE OF THE FIELD AT
 GV3649'THE SE CORNER AND 78.0 METERS FROM THE CHIMNEY OF A BUNGALOW
 GV3649'NEARBY.  IT IS STILL 10.0 METERS FROM THE EDGE OF THE BANK.
 GV3649'ALL OF THE MARKS ARE ONE INCH BELOW THE SURFACE OF THE GROUND.
 GV3649'THE DISTANCES FROM THE STATION TO THE REFERENCE MARKS WAS
 GV3649'CHECKED AND FOUND TO BE CORRECT.
 GV3649
 GV3649                          STATION RECOVERY (1952)
 GV3649
 GV3649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SJH)
 GV3649'STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED AS
 GV3649'DESCRIBED IN 1944.  STATION IS 17 METERS E OF A CLEARING
 GV3649'FOR A POWER LINE, AND 20 METERS NE OF AN IRON STAKE ON A
 GV3649'HUMP IN THE SW CORNER OF THE WOODS.  ALL MARKS ARE IN GOOD
 GV3649'CONDITION AND ARE BURIED 1 INCH.
 GV3649'
 GV3649'TO REACH THE STATION BY TRUCK, GO E FROM DELTAVILLE ON STATE
 GV3649'HIGHWAY 33 FOR 1.4 MILES, TURN RIGHT (S) ON A DIRT ROAD
 GV3649'THROUGH A HEAVILY FORESTED AREA, FOLLOW THE MAIN ROAD TILL
 GV3649'IT ENDS AT THREE NEW HOUSES ON THE SHORE OF THE RIVER.  POWELLS
 GV3649'WOODS IS 150 METERS TO THE LEFT (W).
 GV3649
 GV3649                          STATION RECOVERY (1953)
 GV3649
 GV3649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JHB)
 GV3649'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE
 GV3649'NOT SEARCHED FOR.
 GV3649
 GV3649                          STATION RECOVERY (1998)
 GV3649
 GV3649'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3649'MARK NOT FOUND.
 GV3649
 GV3649                          STATION RECOVERY (2003)
 GV3649
 GV3649'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3040 ***********************************************************************
 FY3040  DESIGNATION -  BOSTON
 FY3040  PID         -  FY3040
 FY3040  STATE/COUNTY-  VA/HALIFAX
 FY3040  USGS QUAD   -  SOUTH BOSTON (1990)
 FY3040
 FY3040                         *CURRENT SURVEY CONTROL
 FY3040  ___________________________________________________________________
 FY3040* NAD 83(1993)-  36 41 02.17466(N)    078 53 00.30673(W)     ADJUSTED  
 FY3040* NAVD 88     -       127.85   (+/-2cm)     419.5    (feet)  VERTCON   
 FY3040  ___________________________________________________________________
 FY3040  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 FY3040  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FY3040
 FY3040  HORZ ORDER  -  SECOND
 FY3040  VERT ORDER  -  THIRD ? (See Below)
 FY3040
 FY3040.The horizontal coordinates were established by classical geodetic methods
 FY3040.and adjusted by the National Geodetic Survey in September 1995..
 FY3040
 FY3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3040.The vertical order pertains to the NGVD 29 superseded value.
 FY3040
 FY3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3040
 FY3040.The geoid height was determined by GEOID03.
 FY3040
 FY3040;                    North         East     Units Scale Factor Converg.
 FY3040;SPC VA S     - 1,038,977.858 3,465,730.080   MT  1.00001605   -0 13 57.7
 FY3040;SPC VA S     - 3,408,713.19 11,370,482.77   sFT  1.00001605   -0 13 57.7
 FY3040;UTM  17      - 4,061,898.758   689,114.131   MT  1.00004063   +1 15 53.4
 FY3040
 FY3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3040!SPC VA S     -   0.99998485  x   1.00001605  =   1.00000090
 FY3040!UTM  17      -   0.99998485  x   1.00004063  =   1.00002548
 FY3040
 FY3040:                Primary Azimuth Mark                     Grid Az
 FY3040:SPC VA S     -  SOUTH BOSTON MUNICIPAL TANK              002 43 46.2
 FY3040:UTM  17      -  SOUTH BOSTON MUNICIPAL TANK              001 13 55.1
 FY3040
 FY3040|---------------------------------------------------------------------|
 FY3040| PID    Reference Object                     Distance      Geod. Az  |
 FY3040|                                                           dddmmss.s |
 FY3040| FY3042 SOUTH BOSTON MUNICIPAL TANK         APPROX. 1.6 KM 0022948.5 |
 FY3040| DC5156 BOSTON RM 1                          29.534 METERS 01752     |
 FY3040| FY3043 SOUTH BOSTON RAD STA WHLF MAST      APPROX. 4.4 KM 3041153.0 |
 FY3040|---------------------------------------------------------------------|
 FY3040
 FY3040                          SUPERSEDED SURVEY CONTROL
 FY3040
 FY3040  NAD 83(1986)-  36 41 02.17630(N)    078 53 00.31318(W) AD(       ) 2
 FY3040  NAD 27      -  36 41 01.68195(N)    078 53 01.27720(W) AD(       ) 2
 FY3040  NGVD 29 (07/19/86)  128.14   (m)          420.4    (f) LEVELING    3  
 FY3040
 FY3040.Superseded values are not recommended for survey control.
 FY3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3040.See file dsdata.txt to determine how the superseded data were derived.
 FY3040
 FY3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8911461899(NAD 83)
 FY3040_MARKER: DE = TRAVERSE STATION DISK
 FY3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3040
 FY3040  HISTORY     - Date     Condition        Report By
 FY3040  HISTORY     - 1965     MONUMENTED       CGS
 FY3040
 FY3040                          STATION DESCRIPTION
 FY3040
 FY3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3040'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF SOUTH BOSTON
 FY3040'AND 0.4 MILE SOUTH OF U.S. HIGHWAY 58.  THE PROPERTY IS OWNED
 FY3040'BY MRS. WALTER WATLINGTON.
 FY3040'
 FY3040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FY3040'58 AND 501 IN RIVERDALE, GO EASTERLY ON U.S. HIGHWAY 58
 FY3040'FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 304, CONTINUE
 FY3040'EAST ON U.S. HIGHWAY 58 FOR ABOUT 200 FEET TO A GRAVELED
 FY3040'ROAD ON THE RIGHT, THIS IS JUST BEFORE REACHING THE HUDSON
 FY3040'HOTEL, TURN RIGHT ON THE GRAVELED ROAD AND GO 0.4 MILE TO
 FY3040'THE STATION ON THE RIGHT, ABOUT 300 FEET BEFORE REACHING THE
 FY3040'HOUSE.
 FY3040'
 FY3040'THE STATION MARK IS 66.0 FEET NORTH OF THE NORTHEAST CORNER
 FY3040'OF A TOOL SHED, 54.0 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FY3040'OF ROAD, 28.0 FEET SOUTH OF A 30-INCH OAK TREE AND 4.0 FEET
 FY3040'EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD TRAVERSE
 FY3040'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 FY3040'THE GROUND AND STAMPED BOSTON 1965.
 FY3040'
 FY3040'REFERENCE MARK NO. 1 IS 37.0 FEET NORTH OF THE APPROXIMATE
 FY3040'CENTER OF ROAD, 15.0 FEET WEST OF A FENCE CORNER AND 1.5 FEET
 FY3040'NORTH OF FENCE LINE.  THE MARK IS A STANDARD DISK SET IN THE
 FY3040'TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND
 FY3040'AND STAMPED BOSTON NO 1 1965.
 FY3040'
 FY3040'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1492 ***********************************************************************
 HW1492  DESIGNATION -  BOTHER
 HW1492  PID         -  HW1492
 HW1492  STATE/COUNTY-  VA/ROCKINGHAM
 HW1492  USGS QUAD   -  BRANDYWINE (1979)
 HW1492
 HW1492                         *CURRENT SURVEY CONTROL
 HW1492  ___________________________________________________________________
 HW1492* NAD 83(1993)-  38 30 26.87544(N)    079 12 40.07759(W)     ADJUSTED  
 HW1492* NAVD 88     -      1324.042  (meters)    4343.96   (feet)  ADJUSTED  
 HW1492  ___________________________________________________________________
 HW1492  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HW1492  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW1492  DYNAMIC HT  -        1322.877 (meters)    4340.14  (feet)  COMP
 HW1492  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 HW1492
 HW1492  HORZ ORDER  -  THIRD
 HW1492  VERT ORDER  -  SECOND    CLASS 0
 HW1492
 HW1492.The horizontal coordinates were established by classical geodetic methods
 HW1492.and adjusted by the National Geodetic Survey in November 1994..
 HW1492
 HW1492.The orthometric height was determined by differential leveling
 HW1492.and adjusted by the National Geodetic Survey in June 1991..
 HW1492
 HW1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1492
 HW1492.The geoid height was determined by GEOID03.
 HW1492
 HW1492.The dynamic height is computed by dividing the NAVD 88
 HW1492.geopotential number by the normal gravity value computed on the
 HW1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1492.degrees latitude (g = 980.6199 gals.).
 HW1492
 HW1492.The modeled gravity was interpolated from observed gravity values.
 HW1492
 HW1492;                    North         East     Units Scale Factor Converg.
 HW1492;SPC VA N     - 2,093,567.300 3,437,976.042   MT  0.99995022   -0 26 37.8
 HW1492;SPC VA N     - 6,868,645.38 11,279,426.40   sFT  0.99995022   -0 26 37.8
 HW1492;SPC WV S     -   168,819.051   756,012.927   MT  0.99994152   +1 06 21.1
 HW1492;UTM  17      - 4,263,638.084   655,975.080   MT  0.99989960   +1 06 50.4
 HW1492
 HW1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1492!SPC VA N     -   0.99979722  x   0.99995022  =   0.99974745
 HW1492!SPC WV S     -   0.99979722  x   0.99994152  =   0.99973875
 HW1492!UTM  17      -   0.99979722  x   0.99989960  =   0.99969684
 HW1492
 HW1492|---------------------------------------------------------------------|
 HW1492| PID    Reference Object                     Distance      Geod. Az  |
 HW1492|                                                           dddmmss.s |
 HW1492| HW1493 BOTHER RM 1                           6.631 METERS 03528     |
 HW1492| HW3445 SLATE SPRINGS RESET                 APPROX. 2.4 KM 0831807.4 |
 HW1492| HW1494 BOTHER RM 2                          17.389 METERS 11801     |
 HW1492| HW1495 BOTHER RM 3                                        13520     |
 HW1492|---------------------------------------------------------------------|
 HW1492
 HW1492                          SUPERSEDED SURVEY CONTROL
 HW1492
 HW1492  NAD 83(1986)-  38 30 26.87719(N)    079 12 40.08268(W) AD(       ) 3
 HW1492  NAD 27      -  38 30 26.43470(N)    079 12 40.95080(W) AD(       ) 3
 HW1492  NGVD 29 (??/??/92) 1324.062  (m)         4344.03   (f) ADJ UNCH    2 0
 HW1492
 HW1492.Superseded values are not recommended for survey control.
 HW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1492.See file dsdata.txt to determine how the superseded data were derived.
 HW1492
 HW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5597563638(NAD 83)
 HW1492_MARKER: DS = TRIANGULATION STATION DISK
 HW1492_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1492_STAMPING: BOTHER 1933
 HW1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1492
 HW1492  HISTORY     - Date     Condition        Report By
 HW1492  HISTORY     - 1933     MONUMENTED       CGS
 HW1492  HISTORY     - 1935     GOOD             NGS
 HW1492
 HW1492                          STATION DESCRIPTION
 HW1492
 HW1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW1492'STATION IS ON THE SUMMIT OF BOTHER KNOB, A HIGH PEAK OF
 HW1492'SHENANDOAH OR GREAT NORTH MOUNTAIN, AT THE HEADS OF HONE
 HW1492'QUARRY RUN AND SKIDMORE FORK OF DRY RIVER, ABOUT 12 MILES SE
 HW1492'OF FRANKLIN, WEST VIRGINIA, AND 10-1/2 MILES NW OF SANGERVILLE,
 HW1492'VIRGINIA.
 HW1492'
 HW1492'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 HW1492'IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 HW1492'
 HW1492'REFERENCE MARK NO. 1 IS ENE OF STATION, AND ABOUT THE SAME
 HW1492'ELEVATION AS STATION.
 HW1492'
 HW1492'REFERENCE MARK NO. 2 IS ESE OF STATION, AND SLIGHTLY LOWER.
 HW1492'
 HW1492'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 200 YARDS SE OF
 HW1492'STATION, ON THE TOP OF ROCK BOULDER AT EXTREME WESTERN EDGE OF
 HW1492'ROCK CLIFF, ON RIDGE ABOUT 20 FEET HIGHER THAN STATION.
 HW1492'
 HW1492'TO REACH FROM DAYTON, VIRGINIA, AT THE JUNCTION OF STATE
 HW1492'HIGHWAY 42 AND THE NEW STATE HIGHWAY 257 (S EDGE OF DAYTON)
 HW1492'TURN RIGHT ON STATE HIGHWAY 257 AND GO 6.3 MILES TO CROSSROADS
 HW1492'AT OTTOBINE, KEEP STRAIGHT AHEAD ON GRAVEL ROAD 1.55 MILES AND
 HW1492'TURN LEFT ACROSS BRIDGE, GO 1.55 MILES TO T-ROAD, KEEP STRAIGHT
 HW1492'AHEAD 0.25 MILE AND TURN RIGHT AT ARROW SUGAR GROVE 20 MILES,
 HW1492'GO 3.4 MILES TAKE RIGHT FORK AT ARROW SUGAR GROVE 17 MILES,
 HW1492'FOLLOW MOTOR ROAD 6.9 MILES TO TOP OF GRADE, TURN RIGHT
 HW1492'THROUGH GATE, PROCEED 1.8 MILES OR 0.1 MILE PAST CABIN ON
 HW1492'LEFT WHICH IS AT THE END OF TRUCK TRAVEL.  STATION IS LOCATED
 HW1492'NEAR SE EDGE OF SUMMIT, 54 FEET SE OF SE LEG OF FIRE
 HW1492'TOWER, AND 86.5 FEET SE OF SE CORNER OF RANGERS CABIN
 HW1492'ABOUT 200 YARDS NW OF THE HIGHEST POINT OF SUMMIT.
 HW1492
 HW1492                          STATION RECOVERY (1935)
 HW1492
 HW1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW1492'AT BOTHER KNOB.
 HW1492'AT BOTHER KNOB, ROCKINGHAM COUNTY, AT THE TOP OF SHENANDOAH
 HW1492'MOUNTAIN, AT THE LOOKOUT STATION, 50 FEET EAST OF THE NORTHEAST
 HW1492'LEG OF THE LOOKOUT TOWER, 45 FEET NORTHEAST OF A FLAGPOLE,
 HW1492'AND IN THE TOP OF A ROCK (THE ROCK SERVES AS AN ANCHOR FOR ONE
 HW1492'OF THE LOOKOUT TOWER WIRES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1494 ***********************************************************************
 HW1494  DESIGNATION -  BOTHER RM 2
 HW1494  PID         -  HW1494
 HW1494  STATE/COUNTY-  VA/ROCKINGHAM
 HW1494  USGS QUAD   -  BRANDYWINE (1979)
 HW1494
 HW1494                         *CURRENT SURVEY CONTROL
 HW1494  ___________________________________________________________________
 HW1494* NAD 83(1986)-  38 30 27.     (N)    079 12 40.     (W)     SCALED    
 HW1494* NAVD 88     -      1323.613  (meters)    4342.55   (feet)  ADJUSTED  
 HW1494  ___________________________________________________________________
 HW1494  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW1494  DYNAMIC HT  -        1322.448 (meters)    4338.73  (feet)  COMP
 HW1494  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 HW1494
 HW1494  VERT ORDER  -  SECOND    CLASS 0
 HW1494
 HW1494.The horizontal coordinates were scaled from a topographic map and have
 HW1494.an estimated accuracy of +/- 6 seconds.
 HW1494
 HW1494.The orthometric height was determined by differential leveling
 HW1494.and adjusted by the National Geodetic Survey in June 1991..
 HW1494
 HW1494.The geoid height was determined by GEOID03.
 HW1494
 HW1494.The dynamic height is computed by dividing the NAVD 88
 HW1494.geopotential number by the normal gravity value computed on the
 HW1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1494.degrees latitude (g = 980.6199 gals.).
 HW1494
 HW1494.The modeled gravity was interpolated from observed gravity values.
 HW1494
 HW1494;                    North         East    Units  Estimated Accuracy
 HW1494;SPC VA N     - 2,093,570.    3,437,980.      MT  (+/- 180 meters Scaled)
 HW1494
 HW1494                          SUPERSEDED SURVEY CONTROL
 HW1494
 HW1494  NGVD 29 (??/??/92) 1323.63   (m)         4342.6    (f) COMPUTED    2 0
 HW1494
 HW1494.Superseded values are not recommended for survey control.
 HW1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1494.See file dsdata.txt to determine how the superseded data were derived.
 HW1494
 HW1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC559636(NAD 83)
 HW1494_MARKER: DR = REFERENCE MARK DISK
 HW1494_SETTING: 66 = SET IN ROCK OUTCROP
 HW1494_SP_SET: ROCK OUTCROP
 HW1494_STAMPING: BOTHER NO 2 1933
 HW1494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1494+STABILITY: POSITION/ELEVATION WELL
 HW1494
 HW1494  HISTORY     - Date     Condition        Report By
 HW1494  HISTORY     - 1933     MONUMENTED       CGS
 HW1494  HISTORY     - 1935     GOOD             NGS
 HW1494
 HW1494                          STATION DESCRIPTION
 HW1494
 HW1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1494'AT BOTHER KNOB.
 HW1494'AT BOTHER KNOB, ROCKINGHAM COUNTY, AT THE LOOKOUT STATION, 110
 HW1494'FEET SOUTHEAST OF THE LOOKOUT TOWER, 55 FEET SOUTHEAST OF
 HW1494'TRIANGULATION STATION BOTHER DESCRIBED ABOVE, 55 FEET NORTH
 HW1494'OF A TELEPHONE LINE AND A TRAIL LEADING TO THE TOWER, AND IN THE
 HW1494'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1495 ***********************************************************************
 HW1495  DESIGNATION -  BOTHER RM 3
 HW1495  PID         -  HW1495
 HW1495  STATE/COUNTY-  VA/ROCKINGHAM
 HW1495  USGS QUAD   -  BRANDYWINE (1979)
 HW1495
 HW1495                         *CURRENT SURVEY CONTROL
 HW1495  ___________________________________________________________________
 HW1495* NAD 83(1986)-  38 30 26.     (N)    079 12 40.     (W)     SCALED    
 HW1495* NAVD 88     -      1323.218  (meters)    4341.26   (feet)  ADJUSTED  
 HW1495  ___________________________________________________________________
 HW1495  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW1495  DYNAMIC HT  -        1322.053 (meters)    4337.44  (feet)  COMP
 HW1495  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 HW1495
 HW1495  VERT ORDER  -  SECOND    CLASS 0
 HW1495
 HW1495.The horizontal coordinates were scaled from a topographic map and have
 HW1495.an estimated accuracy of +/- 6 seconds.
 HW1495
 HW1495.The orthometric height was determined by differential leveling
 HW1495.and adjusted by the National Geodetic Survey in June 1991..
 HW1495
 HW1495.The geoid height was determined by GEOID03.
 HW1495
 HW1495.The dynamic height is computed by dividing the NAVD 88
 HW1495.geopotential number by the normal gravity value computed on the
 HW1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1495.degrees latitude (g = 980.6199 gals.).
 HW1495
 HW1495.The modeled gravity was interpolated from observed gravity values.
 HW1495
 HW1495;                    North         East    Units  Estimated Accuracy
 HW1495;SPC VA N     - 2,093,540.    3,437,980.      MT  (+/- 180 meters Scaled)
 HW1495
 HW1495                          SUPERSEDED SURVEY CONTROL
 HW1495
 HW1495  NGVD 29 (??/??/92) 1323.24   (m)         4341.3    (f) COMPUTED    2 0
 HW1495
 HW1495.Superseded values are not recommended for survey control.
 HW1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1495.See file dsdata.txt to determine how the superseded data were derived.
 HW1495
 HW1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC559636(NAD 83)
 HW1495_MARKER: DR = REFERENCE MARK DISK
 HW1495_SETTING: 66 = SET IN ROCK OUTCROP
 HW1495_SP_SET: ROCK LEDGE
 HW1495_STAMPING: BOTHER NO 3 1933
 HW1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1495+STABILITY: POSITION/ELEVATION WELL
 HW1495
 HW1495  HISTORY     - Date     Condition        Report By
 HW1495  HISTORY     - 1933     MONUMENTED       CGS
 HW1495  HISTORY     - 1935     GOOD             NGS
 HW1495
 HW1495                          STATION DESCRIPTION
 HW1495
 HW1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1495'AT BOTHER KNOB.
 HW1495'AT BOTHER KNOB, ROCKINGHAM COUNTY, AT THE LOOKOUT STATION, 500
 HW1495'FEET SOUTH OF THE LOOKOUT TOWER, 50 FEET WEST OF A TRAIL LEADING
 HW1495'AROUND THE EAST SIDE OF THE TOP OF THE KNOB, 12 FEET WEST OF A
 HW1495'TELEPHONE LINE, NEAR THE NORTHWEST SIDE OF THE TOP OF THE KNOB,
 HW1495'AND IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0861 ***********************************************************************
 HW0861  DESIGNATION -  BOTKIN
 HW0861  PID         -  HW0861
 HW0861  STATE/COUNTY-  VA/AUGUSTA
 HW0861  USGS QUAD   -  FORT DEFIANCE (1984)
 HW0861
 HW0861                         *CURRENT SURVEY CONTROL
 HW0861  ___________________________________________________________________
 HW0861* NAD 83(1993)-  38 12 09.31338(N)    078 59 12.26500(W)     ADJUSTED  
 HW0861* NAVD 88     -       397.539  (meters)    1304.26   (feet)  ADJUSTED  
 HW0861  ___________________________________________________________________
 HW0861  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HW0861  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW0861  DYNAMIC HT  -         397.241 (meters)    1303.28  (feet)  COMP
 HW0861  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HW0861
 HW0861  HORZ ORDER  -  SECOND
 HW0861  VERT ORDER  -  SECOND    CLASS 0
 HW0861
 HW0861.The horizontal coordinates were established by classical geodetic methods
 HW0861.and adjusted by the National Geodetic Survey in November 1994..
 HW0861
 HW0861.The orthometric height was determined by differential leveling
 HW0861.and adjusted by the National Geodetic Survey in June 1991..
 HW0861
 HW0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0861
 HW0861.The geoid height was determined by GEOID03.
 HW0861
 HW0861.The dynamic height is computed by dividing the NAVD 88
 HW0861.geopotential number by the normal gravity value computed on the
 HW0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0861.degrees latitude (g = 980.6199 gals.).
 HW0861
 HW0861.The modeled gravity was interpolated from observed gravity values.
 HW0861
 HW0861;                    North         East     Units Scale Factor Converg.
 HW0861;SPC VA N     - 2,059,598.969 3,457,367.569   MT  0.99997444   -0 18 13.6
 HW0861;SPC VA N     - 6,757,200.95 11,343,046.77   sFT  0.99997444   -0 18 13.6
 HW0861;UTM  17      - 4,230,208.668   676,280.073   MT  0.99998272   +1 14 43.5
 HW0861
 HW0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0861!SPC VA N     -   0.99994269  x   0.99997444  =   0.99991713
 HW0861!UTM  17      -   0.99994269  x   0.99998272  =   0.99992541
 HW0861
 HW0861|---------------------------------------------------------------------|
 HW0861| PID    Reference Object                     Distance      Geod. Az  |
 HW0861|                                                           dddmmss.s |
 HW0861| HW0860 BOTKIN RM 1                          18.609 METERS 12058     |
 HW0861| HW3359 VERONA AMERICAN SAFETY RAZ TK       APPROX. 1.1 KM 1851347.7 |
 HW0861| HW3358 VERONA AMERICAN SAFETY RAZ STK      APPROX. 1.1 KM 1884157.4 |
 HW0861| HW0859 BOTKIN RM 2                          16.838 METERS 22059     |
 HW0861| HW1600 YOUNT                               APPROX. 4.2 KM 2332130.3 |
 HW0861| HW3498 VERONA WESTINGHOUSE WATER TANK      APPROX. 2.0 KM 2435901.1 |
 HW0861| HW0858 BOTKIN AZ MK                                       3000533.2 |
 HW0861|---------------------------------------------------------------------|
 HW0861
 HW0861                          SUPERSEDED SURVEY CONTROL
 HW0861
 HW0861  NAD 83(1986)-  38 12 09.31580(N)    078 59 12.27053(W) AD(       ) 2
 HW0861  NAD 27      -  38 12 08.84140(N)    078 59 13.17260(W) AD(       ) 2
 HW0861  NGVD 29 (??/??/92)  397.680  (m)         1304.72   (f) ADJ UNCH    2 0
 HW0861
 HW0861.Superseded values are not recommended for survey control.
 HW0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0861.See file dsdata.txt to determine how the superseded data were derived.
 HW0861
 HW0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7628030209(NAD 83)
 HW0861_MARKER: DS = TRIANGULATION STATION DISK
 HW0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0861_STAMPING: BOTKIN 1957
 HW0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0861+STABILITY: SURFACE MOTION
 HW0861
 HW0861  HISTORY     - Date     Condition        Report By
 HW0861  HISTORY     - 1957     MONUMENTED       CGS
 HW0861  HISTORY     - 1958     GOOD             NGS
 HW0861  HISTORY     - 1966     GOOD             CGS
 HW0861  HISTORY     - 1975     GOOD             NGS
 HW0861
 HW0861                          STATION DESCRIPTION
 HW0861
 HW0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW0861'THE STATION IS LOCATED ABOUT 4.5 MILES WEST SOUTHWEST OF NEW
 HW0861'HOPE AND ABOUT ONE MILE NORTHEAST OF VERONA, ON A PROMINENT
 HW0861'HILL ON WHICH IS LOCATED A LONE RED TWO STORIED HOUSE.  IT
 HW0861'IS ON THE PROPERTY OF MR. C.H. BOTKIN.
 HW0861'
 HW0861'TO REACH FROM THE TRAFFIC LIGHT IN VERONA--GO NORTHERLY ON
 HW0861'U.S. HIGHWAY 11 FOR 0.55 MILE TO A SIDE ROAD RIGHT, JUST AFTER
 HW0861'CROSSING MIDDLE RIVER, TURN RIGHT AND GO EASTERLY ON BLADED
 HW0861'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT, THEN CONTINUE
 HW0861'AHEAD FOR 0.4 MILE TO MR. BOTKINS HOUSE ON LEFT.  HERE DRIVE
 HW0861'INTO YARD, PASS AROUND THE HOUSE AND FOLLOW ROAD FOR 0.15 MILE
 HW0861'TO HOUSE ON HILL AND STATION.
 HW0861'
 HW0861'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE
 HW0861'POSTS, THE AZIMUTH MARK IS IN BEDROCK.
 HW0861'
 HW0861'THE STATION MARK, STAMPED BOTKIN 1957 AND SET LEVEL WITH THE
 HW0861'GROUND, IS 87.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HW0861'HOUSE, 22 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 HW0861'5.2 FEET SOUTHWEST OF A POWER POLE AND 4 FEET SOUTHEAST OF A
 HW0861'FENCE.
 HW0861'
 HW0861'REFERENCE MARK NO. 1, STAMPED BOTKIN NO 1 1957 AND SET LEVEL
 HW0861'WITH THE GROUND, IS 95 FEET NORTHEAST OF A FENCE CORNER, 90
 HW0861'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 1 FOOT
 HW0861'NORTHWEST OF A FENCE.
 HW0861'
 HW0861'REFERENCE MARK NO. 2, STAMPED BOTKIN NO 2 1957, IS 2 FEET WEST
 HW0861'OF A GATE POST AND 1 FOOT SOUTHWEST OF A FENCE.
 HW0861'
 HW0861'THE AZIMUTH MARK, STAMPED BOTKIN 1957 AND SET LEVEL WITH THE
 HW0861'GROUND, IS ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, 24 FEET
 HW0861'NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A FENCE
 HW0861'AND 9 FEET NORTHEAST OF A METAL WITNESS POST.
 HW0861'
 HW0861'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW0861
 HW0861                          STATION RECOVERY (1958)
 HW0861
 HW0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HW0861'1.7 MI NE FROM VERONA.
 HW0861'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0861'AT VERONA, THENCE 1.1 MILES EAST ALONG COUNTY ROAD NO. 781, THENCE
 HW0861'0.1 MILE NORTHWEST UPHILL ALONG A PRIVATE ROAD TO TOP OF HILL AND
 HW0861'NEAR A LARGE TWO-STORIED HOUSE, 87 FEET SOUTHWEST OF THE SOUTHWEST
 HW0861'CORNER OF THE HOUSE, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW0861'DRIVEWAY LEADING TO HOUSE, 5 FEET SOUTHWEST OF POWER LINE POLE
 HW0861'NO. CM 352, 4 FEET SOUTHEAST OF A FENCE LINE AND SET IN THE TOP
 HW0861'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HW0861
 HW0861                          STATION RECOVERY (1966)
 HW0861
 HW0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 HW0861'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE
 HW0861'MARKS 1 AND 2.  THE AZIMUTH MARK COULD NOT BE LOCATED, IT HAS
 HW0861'PROBABLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW
 HW0861'DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 4.5 MILES
 HW0861'WEST SOUTHWEST OF NEW HOPE AND ABOUT ONE MILE NORTHEAST OF
 HW0861'VERONA, ON A PROMINENT HILL ON WHICH IS A LONE TWO STORY
 HW0861'WHITE HOUSE.  IT IS THE PROPERTY OF MR. BOTKIN.
 HW0861'
 HW0861'TO REACH FROM THE TRAFFIC LIGHT IN VERONA--GO NORTHERLY ON U.S.
 HW0861'RTE. 11 FOR 0.55 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING
 HW0861'MIDDLE RIVER, TURN RIGHT AND GO EASTERLY ON BLADED ROAD 0.9
 HW0861'MILE TO MR. BOTKINS HOUSE ON LEFT.  TURN INTO YARD, PASS AROUND
 HW0861'HOUSE AND FOLLOW DRIVE 0.15 MILE TO HOUSE ON HILL AND STATION.
 HW0861'
 HW0861'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 HW0861'CONCRETE POSTS.
 HW0861'
 HW0861'THE STATION MARK, STAMPED BOTKIN 1957 AND SET LEVEL WITH THE
 HW0861'GROUND, IS 87.5 FT. SW OF THE SW CORNER OF THE HOUSE, 22 FT.
 HW0861'NW OF THE CENTER LINE OF THE DRIVE, 5.2 FT SW OF A POWER POLE,
 HW0861'AND ABOUT 0.5 FT. NW OF A FENCE.
 HW0861'
 HW0861'REFERENCE MARK NO. 1, STAMPED BOTKIN NO 1 1957 AND SET LEVEL
 HW0861'WITH THE GROUND, IS 95 FT. NE OF A FENCE CORNER, 90 FT. SW OF
 HW0861'THE SE CORNER OF THE HOUSE.
 HW0861'
 HW0861'REFERENCE MARK NO 2, STAMPED BOTKIN NO 2 1957 AND SET LEVEL
 HW0861'WITH THE GROUND, IS 5.0 FT. N OF GATE POST AND ABOUT 8 FT. NW
 HW0861'OF FENCE.
 HW0861'
 HW0861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 HW0861'NORTHEAST OF VERONA
 HW0861
 HW0861                          STATION RECOVERY (1975)
 HW0861
 HW0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0858 ***********************************************************************
 HW0858  DESIGNATION -  BOTKIN AZ MK
 HW0858  PID         -  HW0858
 HW0858  STATE/COUNTY-  VA/AUGUSTA
 HW0858  USGS QUAD   -  FORT DEFIANCE (1984)
 HW0858
 HW0858                         *CURRENT SURVEY CONTROL
 HW0858  ___________________________________________________________________
 HW0858* NAD 83(1986)-  38 12 19.     (N)    078 59 33.     (W)     SCALED    
 HW0858* NAVD 88     -       385.559  (meters)    1264.95   (feet)  ADJUSTED  
 HW0858  ___________________________________________________________________
 HW0858  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW0858  DYNAMIC HT  -         385.269 (meters)    1264.00  (feet)  COMP
 HW0858  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 HW0858
 HW0858  VERT ORDER  -  SECOND    CLASS 0
 HW0858
 HW0858.The horizontal coordinates were scaled from a topographic map and have
 HW0858.an estimated accuracy of +/- 6 seconds.
 HW0858
 HW0858.The orthometric height was determined by differential leveling
 HW0858.and adjusted by the National Geodetic Survey in June 1991..
 HW0858
 HW0858.The geoid height was determined by GEOID03.
 HW0858
 HW0858.The dynamic height is computed by dividing the NAVD 88
 HW0858.geopotential number by the normal gravity value computed on the
 HW0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0858.degrees latitude (g = 980.6199 gals.).
 HW0858
 HW0858.The modeled gravity was interpolated from observed gravity values.
 HW0858
 HW0858;                    North         East    Units  Estimated Accuracy
 HW0858;SPC VA N     - 2,059,900.    3,456,870.      MT  (+/- 180 meters Scaled)
 HW0858
 HW0858                          SUPERSEDED SURVEY CONTROL
 HW0858
 HW0858  NGVD 29 (??/??/92)  385.699  (m)         1265.41   (f) ADJ UNCH    2 0
 HW0858
 HW0858.Superseded values are not recommended for survey control.
 HW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0858.See file dsdata.txt to determine how the superseded data were derived.
 HW0858
 HW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC757304(NAD 83)
 HW0858_MARKER: DZ = AZIMUTH MARK DISK
 HW0858_SETTING: 66 = SET IN ROCK OUTCROP
 HW0858_SP_SET: ROCK OUTCROP
 HW0858_STAMPING: BOTKIN 1957
 HW0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0858+STABILITY: POSITION/ELEVATION WELL
 HW0858
 HW0858  HISTORY     - Date     Condition        Report By
 HW0858  HISTORY     - 1957     MONUMENTED       CGS
 HW0858  HISTORY     - 1958     GOOD             NGS
 HW0858  HISTORY     - 1975     MARK NOT FOUND   NGS
 HW0858
 HW0858                          STATION DESCRIPTION
 HW0858
 HW0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0858'1.1 MI NE FROM VERONA.
 HW0858'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0858'VERONA, THENCE 0.6 MILES EAST ALONG COUNTY ROAD NO. 781, 0.5
 HW0858'MILE EAST OF THE LARGE CHESAPEAKE WESTERN RAILWAY BRIDGE OVER
 HW0858'THE MIDDLE RIVER, 0.2 MILE SOUTHEAST OF A LARGE BOX TYPE CULVERT
 HW0858'UNDER THE COUNTY ROAD, ON THE SOUTHWEST SLOPE OF A BARE HILL,
 HW0858'ON THE TOP OF A FLAT OUTCROP FLUSH WITH THE GROUND, 24 FEET
 HW0858'NORTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF A
 HW0858'FENCE LINE AND A CONCRETE FILLED METAL PIPE, ABOUT 4 FEET ABOVE
 HW0858'THE LEVEL OF THE ROAD.
 HW0858
 HW0858                          STATION RECOVERY (1975)
 HW0858
 HW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0860 ***********************************************************************
 HW0860  DESIGNATION -  BOTKIN RM 1
 HW0860  PID         -  HW0860
 HW0860  STATE/COUNTY-  VA/AUGUSTA
 HW0860  USGS QUAD   -  FORT DEFIANCE (1984)
 HW0860
 HW0860                         *CURRENT SURVEY CONTROL
 HW0860  ___________________________________________________________________
 HW0860* NAD 83(1986)-  38 12 08.     (N)    078 59 12.     (W)     SCALED    
 HW0860* NAVD 88     -       396.414  (meters)    1300.57   (feet)  ADJUSTED  
 HW0860  ___________________________________________________________________
 HW0860  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW0860  DYNAMIC HT  -         396.117 (meters)    1299.59  (feet)  COMP
 HW0860  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HW0860
 HW0860  VERT ORDER  -  SECOND    CLASS 0
 HW0860
 HW0860.The horizontal coordinates were scaled from a topographic map and have
 HW0860.an estimated accuracy of +/- 6 seconds.
 HW0860
 HW0860.The orthometric height was determined by differential leveling
 HW0860.and adjusted by the National Geodetic Survey in June 1991..
 HW0860
 HW0860.The geoid height was determined by GEOID03.
 HW0860
 HW0860.The dynamic height is computed by dividing the NAVD 88
 HW0860.geopotential number by the normal gravity value computed on the
 HW0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0860.degrees latitude (g = 980.6199 gals.).
 HW0860
 HW0860.The modeled gravity was interpolated from observed gravity values.
 HW0860
 HW0860;                    North         East    Units  Estimated Accuracy
 HW0860;SPC VA N     - 2,059,560.    3,457,370.      MT  (+/- 180 meters Scaled)
 HW0860
 HW0860                          SUPERSEDED SURVEY CONTROL
 HW0860
 HW0860  NGVD 29 (??/??/92)  396.556  (m)         1301.03   (f) ADJ UNCH    2 0
 HW0860
 HW0860.Superseded values are not recommended for survey control.
 HW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0860.See file dsdata.txt to determine how the superseded data were derived.
 HW0860
 HW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC762301(NAD 83)
 HW0860_MARKER: DR = REFERENCE MARK DISK
 HW0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0860_STAMPING: BOTKIN NO 1 1957
 HW0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0860+STABILITY: SURFACE MOTION
 HW0860
 HW0860  HISTORY     - Date     Condition        Report By
 HW0860  HISTORY     - 1957     MONUMENTED       CGS
 HW0860  HISTORY     - 1958     GOOD             NGS
 HW0860  HISTORY     - 1975     GOOD             NGS
 HW0860
 HW0860                          STATION DESCRIPTION
 HW0860
 HW0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0860'1.7 MI NE FROM VERONA.
 HW0860'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0860'VERONA, THENCE 1.1 MILES EAST ALONG COUNTY ROAD NO. 781, THENCE
 HW0860'0.1 MILE NORTHWEST ALONG A PRIVATE DRIVEWAY LEADING UPHILL TO A
 HW0860'TWO-STORIED HOUSE, 61.5 FEET SOUTHEAST OF THE STATION, 40 FEET
 HW0860'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE
 HW0860'HOUSE, 1 FOOT NORTHWEST OF A FENCE LINE, SET IN THE TOP OF A
 HW0860'CONCRETE POST FLUSH WITH THE GROUND.
 HW0860
 HW0860                          STATION RECOVERY (1975)
 HW0860
 HW0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0859 ***********************************************************************
 HW0859  DESIGNATION -  BOTKIN RM 2
 HW0859  PID         -  HW0859
 HW0859  STATE/COUNTY-  VA/AUGUSTA
 HW0859  USGS QUAD   -  FORT DEFIANCE (1984)
 HW0859
 HW0859                         *CURRENT SURVEY CONTROL
 HW0859  ___________________________________________________________________
 HW0859* NAD 83(1986)-  38 12 08.     (N)    078 59 12.     (W)     SCALED    
 HW0859* NAVD 88     -       397.421  (meters)    1303.87   (feet)  ADJUSTED  
 HW0859  ___________________________________________________________________
 HW0859  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW0859  DYNAMIC HT  -         397.124 (meters)    1302.90  (feet)  COMP
 HW0859  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 HW0859
 HW0859  VERT ORDER  -  SECOND    CLASS 0
 HW0859
 HW0859.The horizontal coordinates were scaled from a topographic map and have
 HW0859.an estimated accuracy of +/- 6 seconds.
 HW0859
 HW0859.The orthometric height was determined by differential leveling
 HW0859.and adjusted by the National Geodetic Survey in June 1991..
 HW0859
 HW0859.The geoid height was determined by GEOID03.
 HW0859
 HW0859.The dynamic height is computed by dividing the NAVD 88
 HW0859.geopotential number by the normal gravity value computed on the
 HW0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0859.degrees latitude (g = 980.6199 gals.).
 HW0859
 HW0859.The modeled gravity was interpolated from observed gravity values.
 HW0859
 HW0859;                    North         East    Units  Estimated Accuracy
 HW0859;SPC VA N     - 2,059,560.    3,457,370.      MT  (+/- 180 meters Scaled)
 HW0859
 HW0859                          SUPERSEDED SURVEY CONTROL
 HW0859
 HW0859  NGVD 29 (??/??/92)  397.563  (m)         1304.34   (f) ADJ UNCH    2 0
 HW0859
 HW0859.Superseded values are not recommended for survey control.
 HW0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0859.See file dsdata.txt to determine how the superseded data were derived.
 HW0859
 HW0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC762301(NAD 83)
 HW0859_MARKER: DR = REFERENCE MARK DISK
 HW0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0859_STAMPING: BOTKIN NO 2 1957
 HW0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0859+STABILITY: SURFACE MOTION
 HW0859
 HW0859  HISTORY     - Date     Condition        Report By
 HW0859  HISTORY     - 1957     MONUMENTED       CGS
 HW0859  HISTORY     - 1958     GOOD             NGS
 HW0859  HISTORY     - 1975     GOOD             NGS
 HW0859
 HW0859                          STATION DESCRIPTION
 HW0859
 HW0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0859'1.7 MI NE FROM VERONA.
 HW0859'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0859'VERONA, THENCE 1.1 MILES EAST ALONG COUNTY ROAD NO. 781, THENCE
 HW0859'0.1 MILE NORTHWEST UPHILL ALONG A PRIVATE DRIVEWAY TO A TWO-STORIED
 HW0859'HOUSE, 55.3 FEET SOUTHWEST OF THE STATION, 34 FEET NORTHWEST OF
 HW0859'THE CENTER LINE OF THE DRIVEWAY, 10 FEET NORTHEAST OF THE CENTER OF
 HW0859'A WOODEN GATE TO A PASTURE, 1 FOOT SOUTHEAST OF A FENCE LINE, SET
 HW0859'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HW0859
 HW0859                          STATION RECOVERY (1975)
 HW0859
 HW0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5424 ***********************************************************************
 GV5424  DESIGNATION -  BOTTOM
 GV5424  PID         -  GV5424
 GV5424  STATE/COUNTY-  VA/HENRICO
 GV5424  USGS QUAD   -  DUTCH GAP (1994)
 GV5424
 GV5424                         *CURRENT SURVEY CONTROL
 GV5424  ___________________________________________________________________
 GV5424* NAD 83(1993)-  37 24 34.69475(N)    077 18 19.70726(W)     ADJUSTED  
 GV5424* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 GV5424  ___________________________________________________________________
 GV5424  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GV5424  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 GV5424
 GV5424  HORZ ORDER  -  SECOND
 GV5424
 GV5424.The horizontal coordinates were established by classical geodetic methods
 GV5424.and adjusted by the National Geodetic Survey in September 1995..
 GV5424
 GV5424.The orthometric height was scaled from a topographic map.
 GV5424
 GV5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5424
 GV5424.The geoid height was determined by GEOID03.
 GV5424
 GV5424;                    North         East     Units Scale Factor Converg.
 GV5424;SPC VA S     - 1,120,111.800 3,605,745.058   MT  0.99994567   +0 43 30.0
 GV5424;SPC VA S     - 3,674,900.13 11,829,848.58   sFT  0.99994567   +0 43 30.0
 GV5424;UTM  18      - 4,142,811.018   295,959.092   MT  1.00011285   -1 24 03.9
 GV5424
 GV5424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5424!SPC VA S     -   1.00000325  x   0.99994567  =   0.99994892
 GV5424!UTM  18      -   1.00000325  x   1.00011285  =   1.00011610
 GV5424
 GV5424:                Primary Azimuth Mark                     Grid Az
 GV5424:SPC VA S     -  BOTTOM AZ MK                             141 43 56.1
 GV5424:UTM  18      -  BOTTOM AZ MK                             143 51 30.0
 GV5424
 GV5424|---------------------------------------------------------------------|
 GV5424| PID    Reference Object                     Distance      Geod. Az  |
 GV5424|                                                           dddmmss.s |
 GV5424| DC5161 BOTTOM AZ MK                                       1422726.1 |
 GV5424| GV5433 EDGEWORTH WRVA WEST RAD TWR         APPROX. 1.1 KM 2345341.9 |
 GV5424| GV5432 EDGEWORTH WRVA EAST RAD TWR         APPROX. 0.9 KM 2360940.3 |
 GV5424| DC5162 BOTTOM RM 1                          20.320 METERS 26720     |
 GV5424| DC5163 BOTTOM RM 2                          19.577 METERS 33450     |
 GV5424|---------------------------------------------------------------------|
 GV5424
 GV5424                          SUPERSEDED SURVEY CONTROL
 GV5424
 GV5424  NAD 83(1993)-  37 24 34.69517(N)    077 18 19.70712(W) AD(       ) 2
 GV5424  NAD 83(1986)-  37 24 34.70093(N)    077 18 19.72429(W) AD(       ) 2
 GV5424  NAD 27      -  37 24 34.17000(N)    077 18 20.80400(W) AD(       ) 2
 GV5424
 GV5424.Superseded values are not recommended for survey control.
 GV5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5424.See file dsdata.txt to determine how the superseded data were derived.
 GV5424
 GV5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9595942811(NAD 83)
 GV5424_MARKER: DS = TRIANGULATION STATION DISK
 GV5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5424+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV5424
 GV5424  HISTORY     - Date     Condition        Report By
 GV5424  HISTORY     - 1942     MONUMENTED       CGS
 GV5424  HISTORY     - 1952     MARK NOT FOUND   AMS
 GV5424  HISTORY     - 1964     GOOD             CGS
 GV5424  HISTORY     - 1979     GOOD             NGS
 GV5424  HISTORY     - 19961203 GOOD             USPSQD
 GV5424  HISTORY     - 20001208 GOOD             USPSQD
 GV5424  HISTORY     - 20050212 GOOD             USPSQD
 GV5424
 GV5424                          STATION DESCRIPTION
 GV5424
 GV5424'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5424'STATION IS ON THE N SIDE OF THE JAMES RIVER, OPPOSITE JONES
 GV5424'NECK ISLAND AT A SMALL SETTLEMENT KNOWN AS DEEP BOTTOM.  STATION
 GV5424'IS ABOUT 600 FEET N OF RIVER BANK, AT THE TURN OF THE PAVED
 GV5424'ROAD WHERE IT MAKES A 90 DEG TURN TO GO DOWN TO THE WATERS
 GV5424'EDGE.  STATION IS SE OF HOUSE, APPROXIMATELY AT THE INTERSECTION
 GV5424'OF THE TANGENTS TO THE N AND E EDGES OF THE ROAD.  STATION
 GV5424'IS 37 FEET SE FROM RED BRICK FOOTING AT SE CORNER OF HOUSE
 GV5424'AND 64 FEET SSE FROM RED BRICK FOOTING AT NE CORNER OF HOUSE,
 GV5424'17 FEET ESE FROM SE CORNER POST OF FRONT YARD FENCE, AND
 GV5424'ABOUT 13 MILES SE OF RICHMOND.
 GV5424'
 GV5424'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GV5424'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5424'
 GV5424'STATION MARK IS SET 12 INCHES BELOW SURFACE.  REFERENCE MARKS
 GV5424'ARE SET 6 INCHES ABOVE SURFACE AND AZIMUTH MARK IS SET IN TOP
 GV5424'OF AN ABANDONED CONCRETE FOOTING.
 GV5424'
 GV5424'REFERENCE MARK NO. 1 IS 12 FEET N OF CENTER OF ROAD HEREIN
 GV5424'PREVIOUSLY DESCRIBED, 1 FOOT S OF FENCE RUNNING E-W AND 1 FOOT
 GV5424'E-AND-W CORNER AND 21 FEET SE OF SE CORNER OF SHED.
 GV5424'
 GV5424'REFERENCE MARK NO. 2 IS SET AT NE CORNER OF HOUSE, 2 FEET SE
 GV5424'OF NE CORNER RED BRICK FOOTING.
 GV5424'
 GV5424'AZIMUTH MARK IS 0.3 MILE SE OF STATION, 10 FEET S OF E-W
 GV5424'FENCE 40 FEET W OF FENCE CORNER, 300 FEET E OF WHITE STUCCOED
 GV5424'HOUSE.  TO REACH AZIMUTH MARK FROM STATION GO DOWN PAVED
 GV5424'ROAD TOWARDS RIVER, TURN IN DIRT ROAD TO LEFT AT WHITE STUCCO
 GV5424'HOUSE AND PROCEED ALONG DIRT ROAD PASSING THROUGH GATE
 GV5424'APPROXIMATELY 0.05 MILE AND PROCEED 200 FEET FURTHER E ALONG FENCE
 GV5424'TO FOOTING.
 GV5424'
 GV5424'TO REACH FROM RICHMOND LEAVE STATE HIGHWAY BUILDING AT 12TH
 GV5424'AND BROAD STREETS ON THE RIGHT AND FOLLOW ROUTE 5 FOR 11.2
 GV5424'MILES TO WHERE KINGSLAND ROAD JOINS FROM THE RIGHT.  FOLLOW
 GV5424'KINGSLAND ROAD FOR 0.7 MILE TO WHERE DEEP BOTTOM ROAD JOINS
 GV5424'FROM LEFT.  FOLLOW DEEP BOTTOM ROAD FOR ABOUT A MILE TO WHERE
 GV5424'IT MAKES A SHARP 90 DEG TURN TO THE RIGHT TO GO TO THE RIVER
 GV5424'WITH A HOUSE AND SEVERAL SHEDS ON THE LEFT.  STATION IS ABOUT
 GV5424'25 FEET E OF TURN IN SMALL ABANDONED GARDEN SE OF HOUSE.
 GV5424
 GV5424                          STATION RECOVERY (1952)
 GV5424
 GV5424'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5424'STATION COULD NOT BE LOCATED AFTER 20 MINUTE SEARCH.  LOCATED
 GV5424'REFERENCE MARK NO. 1 AND NO. 2 IN GOOD CONDITION.
 GV5424
 GV5424                          STATION RECOVERY (1964)
 GV5424
 GV5424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 GV5424'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV5424'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV5424'EXCEPT THE FRONT YARD FENCE IS GONE AND MARK IS NOW IN A
 GV5424'LAWN AND 8 FEET EAST OF VEPCO POLE NUMBER 118606.
 GV5424
 GV5424                          STATION RECOVERY (1979)
 GV5424
 GV5424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GV5424'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 GV5424'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  THE AZIMUTH MARK
 GV5424'WAS SEARCHED FOR BUT WAS NOT FOUND.  REFERENCE MARK 3 WAS
 GV5424'ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED WITH THE 1942
 GV5424'DISTANCE.
 GV5424'
 GV5424'A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV5424'
 GV5424'THE STATION IS LOCATED ABOUT 1/4 MILE NORTH OF THE JAMES RIVER,
 GV5424'OPPOSITE JONES NECK ISLAND AT A SMALL SETTLEMENT KNOWN AS DEEP BOTTOM.
 GV5424'
 GV5424'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAYS
 GV5424'95 AND 64 IN RICHMOND, GO EAST ON INTERSTATE 64 FOR 4.8 MILES
 GV5424'TO THE LABURNUM AVE. EXIT.  EXIT RIGHT AND GO SOUTHERLY ON LABURNUM
 GV5424'AVE. FOR 5.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 5.  TURN LEFT
 GV5424'AND GO EAST ON HIGHWAY 5 FOR 5.1 MILES TO KINGSLAND ROAD.  TURN RIGHT
 GV5424'AND GO SOUTHERLY ON KINGSLAND ROAD FOR 0.75 MILE TO DEEP BOTTOM
 GV5424'ROAD.  TURN LEFT AND FOLLOW DEEP BOTTOM ROAD EAST, SOUTH AND EAST FOR
 GV5424'1.2 MILES TO A POINT WHERE THE ROAD MAKES A 90 DEG TURN TO THE RIGHT,
 GV5424'TOWARD THE RIVER AND THE STATION ON THE LEFT.
 GV5424'
 GV5424'THE STATION MARK IS A STANDARD DISK STAMPED---BOTTOM 1942---SET
 GV5424'IN THE TOP OF A 15-INCH SQUARE CONCRETE POST THAT IS RECESSED 12
 GV5424'INCHES BELOW THE GROUND SURFACE.  IT IS 75.3 FEET NORTH OF POWERLINE
 GV5424'POLE NUMBER K41, 75 FEET NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX,
 GV5424'52 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AT THE POINT WHERE IT
 GV5424'TURNS TO THE SOUTH AND 1.2 FEET WEST OF A METAL WITNESS POST.
 GV5424'
 GV5424'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BOTTOM NO 1 1942---
 GV5424'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 GV5424'INCHES.  IT IS 101.2 FEET NORTHWEST OF POWERLINE POLE K41, 34.2 FEET
 GV5424'NORTH OF FENCE ACROSS ROAD, 16 FEET NORTH OF THE CENTERLINE OF THE
 GV5424'ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 GV5424'
 GV5424'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BOTTOM 1942 NO 3
 GV5424'1979---SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN
 GV5424'DIAMETER THAT PROJECTS 3 INCHES AND IS ABOUT 1 FOOT HIGHER THAN THE
 GV5424'STATION MARK.  IT IS 83 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 GV5424'64.4 FEET NORTH-NORTHWEST OF THE WITNESS POST AND IN A WOODED AREA.
 GV5424
 GV5424                          STATION RECOVERY (1996)
 GV5424
 GV5424'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5424'RECOVERED IN GOOD CONDITION.
 GV5424
 GV5424                          STATION RECOVERY (2000)
 GV5424
 GV5424'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5424'RECOVERED IN GOOD CONDITION.
 GV5424
 GV5424                          STATION RECOVERY (2005)
 GV5424
 GV5424'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5424'MARK AND RM2 FOUND IN GOOD CONDITION.
 GV5424'RM1 AND AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2295 ***********************************************************************
 GW2295  DESIGNATION -  BOTTOM
 GW2295  PID         -  GW2295
 GW2295  STATE/COUNTY-  VA/FLUVANNA
 GW2295  USGS QUAD   -  ARVONIA (1987)
 GW2295
 GW2295                         *CURRENT SURVEY CONTROL
 GW2295  ___________________________________________________________________
 GW2295* NAD 83(1993)-  37 43 08.24006(N)    078 15 42.98525(W)     ADJUSTED  
 GW2295* NAVD 88     -       133.37   (+/-2cm)     437.6    (feet)  VERTCON   
 GW2295  ___________________________________________________________________
 GW2295  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 GW2295  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW2295
 GW2295  HORZ ORDER  -  FIRST
 GW2295  VERT ORDER  -  THIRD ? (See Below)
 GW2295
 GW2295.The horizontal coordinates were established by classical geodetic methods
 GW2295.and adjusted by the National Geodetic Survey in November 1994..
 GW2295
 GW2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2295.The vertical order pertains to the NGVD 29 superseded value.
 GW2295
 GW2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2295
 GW2295.The geoid height was determined by GEOID03.
 GW2295
 GW2295;                    North         East     Units Scale Factor Converg.
 GW2295;SPC VA S     - 1,153,798.284 3,520,988.136   MT  0.99996417   +0 08 40.1
 GW2295;SPC VA S     - 3,785,419.87 11,551,775.24   sFT  0.99996417   +0 08 40.1
 GW2295;UTM  17      - 4,178,162.652   741,332.158   MT  1.00031742   +1 40 33.3
 GW2295
 GW2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2295!SPC VA S     -   0.99998409  x   0.99996417  =   0.99994826
 GW2295!UTM  17      -   0.99998409  x   1.00031742  =   1.00030151
 GW2295
 GW2295:                Primary Azimuth Mark                     Grid Az
 GW2295:SPC VA S     -  FORK UNION MILITARY ACADEMY TK           002 18 20.6
 GW2295:UTM  17      -  FORK UNION MILITARY ACADEMY TK           000 46 27.4
 GW2295
 GW2295|---------------------------------------------------------------------|
 GW2295| PID    Reference Object                     Distance      Geod. Az  |
 GW2295|                                                           dddmmss.s |
 GW2295| GW2301 FORK UNION MILITARY ACADEMY TK      APPROX. 4.7 KM 0022700.7 |
 GW2295| DC5160 BOTTOM RM 3                          20.186 METERS 01747     |
 GW2295| DC5158 BOTTOM RM 1                          41.721 METERS 13940     |
 GW2295| DC5157 BOTTOM AZ MK                                       2180456.5 |
 GW2295| DC5159 BOTTOM RM 2                          27.695 METERS 22155     |
 GW2295|---------------------------------------------------------------------|
 GW2295
 GW2295                          SUPERSEDED SURVEY CONTROL
 GW2295
 GW2295  NAD 83(1986)-  37 43 08.25127(N)    078 15 43.00177(W) AD(       ) 1
 GW2295  NAD 27      -  37 43 07.73700(N)    078 15 43.99400(W) AD(       ) 1
 GW2295  NGVD 29 (07/19/86)  133.65   (m)          438.5    (f) LEVELING    3  
 GW2295
 GW2295.Superseded values are not recommended for survey control.
 GW2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2295.See file dsdata.txt to determine how the superseded data were derived.
 GW2295
 GW2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4133278163(NAD 83)
 GW2295_MARKER: DS = TRIANGULATION STATION DISK
 GW2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2295+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2295
 GW2295  HISTORY     - Date     Condition        Report By
 GW2295  HISTORY     - 1941     MONUMENTED       CGS
 GW2295  HISTORY     - 19980225 GOOD             USPSQD
 GW2295  HISTORY     - 20060209 GOOD             USPSQD
 GW2295
 GW2295                          STATION DESCRIPTION
 GW2295
 GW2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2295'STATION IS ON A HIGH POINT OF THE RIDGE ALONG THE N SIDE OF
 GW2295'THE JAMES RIVER, ABOUT 3 MILES S BY E OF FORK UNION, 1.25
 GW2295'MILES E BY N OF BREMO-BLUFF, AND 0.05 MILE N OF THE BREMO
 GW2295'BLUFF-COLUMBIA ROAD, ON PROPERTY OWNED AND OCCUPIED BY NELSON
 GW2295'WARE.  THE MARK IS 24 FEET W OF COUNTY ROAD 655 AND 45 FEET
 GW2295'NW OF A FENCE POST OF A FIELD.  THE DISK IS STAMPED BOTTOM
 GW2295'1941 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 GW2295'
 GW2295'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2295'BRONZE DISKS SET IN CONCRETE.
 GW2295'
 GW2295'REFERENCE MARK NO. 1 IS NE OF THE STATION ON PROPERTY OWNED
 GW2295'BY MRS. LOU BROWN, THE MARK IS 16.6 FEET E OF THE CENTER OF
 GW2295'COUNTY ROAD 655.  THE DISK IS STAMPED BOTTOM NO. 1 1941 AND
 GW2295'PROJECTS 6 INCHES ABOVE THE GROUND.
 GW2295'
 GW2295'REFERENCE MARK NO. 2 IS SW OF THE STATION, 10 FEET N OF A FARM
 GW2295'ROAD, A WHITE 4 BY 4 WOODEN POST IS 2 FEET S OF THE MARK.
 GW2295'THE DISK IS STAMPED BOTTOM NO. 2 1941 AND PROJECTS 6 INCHES
 GW2295'ABOVE THE GROUND.
 GW2295'
 GW2295'THE AZIMUTH MARK IS 0.3 MILE SSW OF THE STATION ON PROPERTY
 GW2295'OWNED AND OCCUPIED BY MRS. MERTIE HOPKINS DABNEY.  THE MARK
 GW2295'IS 150 FEET N OF THE HOME OF MRS. DABNEY IN THE NE EDGE OF THE
 GW2295'APPLE ORCHARD.  THE DISK IS STAMPED BOTTOM 1941 AND PROJECTS
 GW2295'8 INCHES ABOVE THE GROUND.  TO REACH THE MARK FROM THE STATION,
 GW2295'GO S ON DIRT ROAD FOR 0.05 MILE TO CROSSROADS, TURN RIGHT AND
 GW2295'GO 0.3 MILE TO A WHITE HOUSE ON THE RIGHT AND MARK AS
 GW2295'DESCRIBED.
 GW2295'
 GW2295'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 15
 GW2295'AND STATE ROUTE 6 IN FORK UNION, GO S ON HIGHWAY 15 FOR
 GW2295'0.7 MILE TO A T-ROAD LEFT JUST BEFORE REACHING A SERVICE
 GW2295'STATION, TURN LEFT AND GO 0.7 MILE TO A Y, TAKE RIGHT FORK AND GO
 GW2295'2.0 MILES TO THE STATION ON THE RIGHT.
 GW2295'
 GW2295'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION CHRISTIAN.
 GW2295'
 GW2295'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION ST. PAUL.
 GW2295'
 GW2295'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION F.U.M.A.
 GW2295'
 GW2295'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BUSH PARK.
 GW2295'
 GW2295'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION ASHBY.
 GW2295'
 GW2295'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION OAK FOREST.
 GW2295'
 GW2295'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION SNODDY.
 GW2295'
 GW2295'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GW2295
 GW2295                          STATION RECOVERY (1998)
 GW2295
 GW2295'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2295'RECOVERED IN GOOD CONDITION.
 GW2295
 GW2295                          STATION RECOVERY (2006)
 GW2295
 GW2295'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2295'STATION AND RM1 AND RM2 FOUND IN GOOD CONDITION. AZIMUTH MARK NOT
 GW2295'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1681 ***********************************************************************
 GV1681  DESIGNATION -  BOTTOMS
 GV1681  PID         -  GV1681
 GV1681  STATE/COUNTY-  VA/NEW KENT
 GV1681  USGS QUAD   -  ROXBURY (1994)
 GV1681
 GV1681                         *CURRENT SURVEY CONTROL
 GV1681  ___________________________________________________________________
 GV1681* NAD 83(1993)-  37 29 32.82402(N)    077 09 20.38949(W)     ADJUSTED  
 GV1681* NAVD 88     -        34.407  (meters)     112.88   (feet)  ADJUSTED  
 GV1681  ___________________________________________________________________
 GV1681  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 GV1681  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV1681  DYNAMIC HT  -          34.385 (meters)     112.81  (feet)  COMP
 GV1681  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV1681
 GV1681  HORZ ORDER  -  SECOND
 GV1681  VERT ORDER  -  FIRST     CLASS II
 GV1681
 GV1681.The horizontal coordinates were established by classical geodetic methods
 GV1681.and adjusted by the National Geodetic Survey in September 1995..
 GV1681
 GV1681.The orthometric height was determined by differential leveling
 GV1681.and adjusted by the National Geodetic Survey in June 1991..
 GV1681
 GV1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1681
 GV1681.The geoid height was determined by GEOID03.
 GV1681
 GV1681.The dynamic height is computed by dividing the NAVD 88
 GV1681.geopotential number by the normal gravity value computed on the
 GV1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1681.degrees latitude (g = 980.6199 gals.).
 GV1681
 GV1681.The modeled gravity was interpolated from observed gravity values.
 GV1681
 GV1681;                    North         East     Units Scale Factor Converg.
 GV1681;SPC VA S     - 1,129,479.877 3,618,875.269   MT  0.99994777   +0 48 57.3
 GV1681;SPC VA S     - 3,705,635.23 11,872,926.61   sFT  0.99994777   +0 48 57.3
 GV1681;UTM  18      - 4,151,686.442   309,429.781   MT  1.00004736   -1 18 44.8
 GV1681
 GV1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1681!SPC VA S     -   0.99999986  x   0.99994777  =   0.99994763
 GV1681!UTM  18      -   0.99999986  x   1.00004736  =   1.00004722
 GV1681
 GV1681|---------------------------------------------------------------------|
 GV1681| PID    Reference Object                     Distance      Geod. Az  |
 GV1681|                                                           dddmmss.s |
 GV1681| GV1682 BOTTOMS RM 1                         40.770 METERS 00451     |
 GV1681| GV5393 ROXBURY ATT RELAY TOWER             APPROX. 6.6 KM 1683413.0 |
 GV1681| GV5472 HOPEWELL TV STA WXEX MAST           APPROX.21.3 KM 2182032.5 |
 GV1681| GV1680 BOTTOMS RM 2                         36.165 METERS 26729     |
 GV1681| DC5165 BOTTOMS AZ MK                                      3011436.3 |
 GV1681|---------------------------------------------------------------------|
 GV1681
 GV1681                          SUPERSEDED SURVEY CONTROL
 GV1681
 GV1681  NAD 83(1993)-  37 29 32.82443(N)    077 09 20.38949(W) AD(       ) 2
 GV1681  NAD 83(1986)-  37 29 32.82906(N)    077 09 20.40377(W) AD(       ) 2
 GV1681  NAD 27      -  37 29 32.30420(N)    077 09 21.50390(W) AD(       ) 2
 GV1681  NGVD 29 (??/??/??)   34.729  (m)          113.94   (f) ADJUSTED    1 2
 GV1681
 GV1681.Superseded values are not recommended for survey control.
 GV1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1681.See file dsdata.txt to determine how the superseded data were derived.
 GV1681
 GV1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0943051686(NAD 83)
 GV1681_MARKER: DS = TRIANGULATION STATION DISK
 GV1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1681_STAMPING: BOTTOM 1958
 GV1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1681+STABILITY: SURFACE MOTION
 GV1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1681+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2000
 GV1681
 GV1681  HISTORY     - Date     Condition        Report By
 GV1681  HISTORY     - 1958     MONUMENTED       CGS
 GV1681  HISTORY     - 1958     GOOD             CGS
 GV1681  HISTORY     - 1966     GOOD             CGS
 GV1681  HISTORY     - 1966     GOOD             CGS
 GV1681  HISTORY     - 1979     GOOD             NGS
 GV1681  HISTORY     - 1990     GOOD             USPSQD
 GV1681  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1681  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1681  HISTORY     - 19960424 GOOD             USPSQD
 GV1681  HISTORY     - 20001216 GOOD             USPSQD
 GV1681  HISTORY     - 20010331 GOOD             NGS
 GV1681  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1681
 GV1681                          STATION DESCRIPTION
 GV1681
 GV1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1681'STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF ROXBURY, 3.0
 GV1681'MILES EAST-SOUTHEAST OF THE CHICKAHOMINY RIVER BRIDGE, 7.5
 GV1681'MILES WEST-NORTHWEST OF PROVIDENCE FORGE, 8.5 MILES WEST-NORTHWEST
 GV1681'OF SANDSTON AND IS BETWEEN THE DIVIDED LANES OF U.S. HIGHWAY 60
 GV1681'AND IS ON STATE PROPERTY.
 GV1681'
 GV1681'STATION, STAMPED BOTTOMS 1958, PROJECTS ABOUT 1 INCH, IS 98
 GV1681'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE
 GV1681'OF U.S. HIGHWAY 60, 62 FEET NORTHEAST OF THE CENTERLINE OF
 GV1681'THE EAST BOUND LANE OF U.S. HIGHWAY 60, 22 FEET SOUTH
 GV1681'OF A TRIANGULAR BLAZED PINE TREE, 21 FEET WEST OF A
 GV1681'TRIANGULAR BLAZED PINE TREE AND 3 FEET NORTHWEST OF A SHEET
 GV1681'METAL WITNESS POST.
 GV1681'
 GV1681'R.M. 1, STAMPED BOTTOMS NO 1 1958, SET FLUSH WITH THE SURFACE
 GV1681'OF THE GROUND, IS 94 FEET EAST-SOUTHEAST OF POWER POLE 108091, 38
 GV1681'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE
 GV1681'OF U.S. HIGHWAY 60 AND IS ABOUT 3 FEET BELOW THE STATION.
 GV1681'
 GV1681'R.M. 2, STAMPED BOTTOMS NO 2 1958, PROJECTS ABOUT 2 INCHES,
 GV1681'IS 25 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 GV1681'LANE OF U.S. HIGHWAY 60, 19 FEET EAST OF THE CENTERLINE OF
 GV1681'A FIELD ROAD, 2 FEET NORTHWEST OF A SHEET METAL WITNESS POST
 GV1681'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GV1681'
 GV1681'AZIMUTH MARK, STAMPED BOTTOMS 1958, PROJECTS ABOUT 2 INCHES,
 GV1681'IS 56 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 GV1681'U.S. HIGHWAY 60 AND IS 7.5 FEET NORTHWEST OF POWER POLE 10736.
 GV1681'
 GV1681'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANDSTON, GO
 GV1681'EASTERLY ON U.S. HIGHWAY 60 FOR 9.25 MILES TO THE AZIMUTH
 GV1681'MARK ON THE LEFT.  CONTINUE ON U.S. HIGHWAY 60 FOR 0.15 MILE
 GV1681'TO A PICNIC AREA ON THE LEFT AND THE STATION AS DESCRIBED.
 GV1681'
 GV1681'HEIGHT OF LIGHT ABOVE STATION MARK 34.23 METERS.
 GV1681
 GV1681                          STATION RECOVERY (1958)
 GV1681
 GV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1681'9.8 MI E FROM SANDSTON.
 GV1681'9.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1681'SANDSTON.  THE MARK IS AT A PICNIC AREA, 62 FEET NORTHEAST OF THE
 GV1681'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60, 22 FEET
 GV1681'SOUTH OF A TRIANGULAR BLAZED PINE TREE, 21 FEET WEST OF A
 GV1681'TRIANGULAR BLAZED TREE AND 3 FEET NORTHWEST OF A METAL WITNESS
 GV1681'POST.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 GV1681
 GV1681                          STATION RECOVERY (1966)
 GV1681
 GV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1681'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1681'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV1681'WITH THE FOLLOWING ADDITIONS AND CHANGES.  STATION IS LOCATED
 GV1681'AT TOE INK PARKING AREA, 8.5 MILES SOUTHEAST OF SANDSTON, NOT
 GV1681'WEST-NORTHWEST, AND REFERENCE MARK NO. 1 IS 38 FEET NORTH OF
 GV1681'THE CENTERLINE OF WEST BOUND LANE OF U.S. HIGHWAY 60 AND NOT
 GV1681'SOUTH SOUTHEAST.
 GV1681'
 GV1681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 GV1681'NORTHWEST OF ROXBURY
 GV1681
 GV1681                          STATION RECOVERY (1966)
 GV1681
 GV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1681'RECOVERED IN GOOD CONDITION.
 GV1681
 GV1681                          STATION RECOVERY (1979)
 GV1681
 GV1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1681'RECOVERED IN GOOD CONDITION.
 GV1681
 GV1681                          STATION RECOVERY (1990)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1681'RECOVERED IN GOOD CONDITION.
 GV1681
 GV1681                          STATION RECOVERY (1990)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV1681'MARK NOT FOUND.
 GV1681
 GV1681                          STATION RECOVERY (1996)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1681'MARK NOT FOUND.
 GV1681
 GV1681                          STATION RECOVERY (1996)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1681'RECOVERED IN GOOD CONDITION.
 GV1681
 GV1681                          STATION RECOVERY (2000)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1681'RECOVERED IN GOOD CONDITION.
 GV1681
 GV1681                          STATION RECOVERY (2001)
 GV1681
 GV1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1681'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1681
 GV1681                          STATION RECOVERY (2005)
 GV1681
 GV1681'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1682 ***********************************************************************
 GV1682  DESIGNATION -  BOTTOMS RM 1
 GV1682  PID         -  GV1682
 GV1682  STATE/COUNTY-  VA/NEW KENT
 GV1682  USGS QUAD   -  ROXBURY (1994)
 GV1682
 GV1682                         *CURRENT SURVEY CONTROL
 GV1682  ___________________________________________________________________
 GV1682* NAD 83(1986)-  37 29 33.     (N)    077 09 20.     (W)     SCALED    
 GV1682* NAVD 88     -        34.113  (meters)     111.92   (feet)  ADJUSTED  
 GV1682  ___________________________________________________________________
 GV1682  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV1682  DYNAMIC HT  -          34.091 (meters)     111.85  (feet)  COMP
 GV1682  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV1682
 GV1682  VERT ORDER  -  FIRST     CLASS II
 GV1682
 GV1682.The horizontal coordinates were scaled from a topographic map and have
 GV1682.an estimated accuracy of +/- 6 seconds.
 GV1682
 GV1682.The orthometric height was determined by differential leveling
 GV1682.and adjusted by the National Geodetic Survey in June 1991..
 GV1682
 GV1682.The geoid height was determined by GEOID03.
 GV1682
 GV1682.The dynamic height is computed by dividing the NAVD 88
 GV1682.geopotential number by the normal gravity value computed on the
 GV1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1682.degrees latitude (g = 980.6199 gals.).
 GV1682
 GV1682.The modeled gravity was interpolated from observed gravity values.
 GV1682
 GV1682;                    North         East    Units  Estimated Accuracy
 GV1682;SPC VA S     - 1,129,490.    3,618,890.      MT  (+/- 180 meters Scaled)
 GV1682
 GV1682                          SUPERSEDED SURVEY CONTROL
 GV1682
 GV1682  NGVD 29 (??/??/??)   34.434  (m)          112.97   (f) ADJUSTED    1 2
 GV1682
 GV1682.Superseded values are not recommended for survey control.
 GV1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1682.See file dsdata.txt to determine how the superseded data were derived.
 GV1682
 GV1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG094516(NAD 83)
 GV1682_MARKER: DR = REFERENCE MARK DISK
 GV1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1682_STAMPING: BOTTOMS NO 1 1958
 GV1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1682+STABILITY: SURFACE MOTION
 GV1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1682+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1682
 GV1682  HISTORY     - Date     Condition        Report By
 GV1682  HISTORY     - 1958     MONUMENTED       CGS
 GV1682  HISTORY     - 1966     GOOD             CGS
 GV1682  HISTORY     - 1979     GOOD             NGS
 GV1682  HISTORY     - 1990     GOOD             USPSQD
 GV1682  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1682  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1682  HISTORY     - 19960424 GOOD             USPSQD
 GV1682  HISTORY     - 20001216 GOOD             USPSQD
 GV1682  HISTORY     - 20010331 GOOD             NGS
 GV1682  HISTORY     - 20050303 GOOD             USPSQD
 GV1682
 GV1682                          STATION DESCRIPTION
 GV1682
 GV1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1682'9.8 MI E FROM SANDSTON.
 GV1682'9.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1682'SANDSTON.  THE MARK IS NEAR A PICNIC AREA AND JUST EAST OF THE
 GV1682'NELLIE CUSTIS MOTEL, 94 FEET EAST SOUTHEAST OF POWER POLE
 GV1682'NO. 108091, AND 38 FEET SOUTH SOUTHEAST OF THE CENTERLINE OF THE
 GV1682'WEST BOUND LANE OF U.S. HIGHWAY 60.  SET IN A TEN INCH SQUARE
 GV1682'CONCRETE POST LEVEL WITH THE GROUND.
 GV1682
 GV1682                          STATION RECOVERY (1966)
 GV1682
 GV1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1682'RECOVERED IN GOOD CONDITION.
 GV1682
 GV1682                          STATION RECOVERY (1979)
 GV1682
 GV1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1682'BENCH MARK RECOVERED.  ADD=38 FEET NORTH OF THE CENTERLINE OF THE
 GV1682'WEST BOUND LANES OF THE HIGHWAY.  OMIT=38 FEET SOUTH OF THE CENTERLINE
 GV1682'OF THE WEST BOUND LANES OF THE HIGHWAY.
 GV1682
 GV1682                          STATION RECOVERY (1990)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1682'RECOVERED IN GOOD CONDITION.
 GV1682
 GV1682                          STATION RECOVERY (1990)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV1682'MARK NOT FOUND.
 GV1682
 GV1682                          STATION RECOVERY (1996)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1682'MARK NOT FOUND.
 GV1682
 GV1682                          STATION RECOVERY (1996)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1682'RECOVERED IN GOOD CONDITION.
 GV1682
 GV1682                          STATION RECOVERY (2000)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1682'RECOVERED IN GOOD CONDITION.
 GV1682
 GV1682                          STATION RECOVERY (2001)
 GV1682
 GV1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1682'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1682
 GV1682                          STATION RECOVERY (2005)
 GV1682
 GV1682'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1680 ***********************************************************************
 GV1680  DESIGNATION -  BOTTOMS RM 2
 GV1680  PID         -  GV1680
 GV1680  STATE/COUNTY-  VA/NEW KENT
 GV1680  USGS QUAD   -  ROXBURY (1994)
 GV1680
 GV1680                         *CURRENT SURVEY CONTROL
 GV1680  ___________________________________________________________________
 GV1680* NAD 83(1986)-  37 29 33.     (N)    077 09 20.     (W)     SCALED    
 GV1680* NAVD 88     -        34.150  (meters)     112.04   (feet)  ADJUSTED  
 GV1680  ___________________________________________________________________
 GV1680  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV1680  DYNAMIC HT  -          34.128 (meters)     111.97  (feet)  COMP
 GV1680  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV1680
 GV1680  VERT ORDER  -  FIRST     CLASS II
 GV1680
 GV1680.The horizontal coordinates were scaled from a topographic map and have
 GV1680.an estimated accuracy of +/- 6 seconds.
 GV1680
 GV1680.The orthometric height was determined by differential leveling
 GV1680.and adjusted by the National Geodetic Survey in June 1991..
 GV1680
 GV1680.The geoid height was determined by GEOID03.
 GV1680
 GV1680.The dynamic height is computed by dividing the NAVD 88
 GV1680.geopotential number by the normal gravity value computed on the
 GV1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1680.degrees latitude (g = 980.6199 gals.).
 GV1680
 GV1680.The modeled gravity was interpolated from observed gravity values.
 GV1680
 GV1680;                    North         East    Units  Estimated Accuracy
 GV1680;SPC VA S     - 1,129,490.    3,618,890.      MT  (+/- 180 meters Scaled)
 GV1680
 GV1680                          SUPERSEDED SURVEY CONTROL
 GV1680
 GV1680  NGVD 29 (??/??/??)   34.468  (m)          113.08   (f) ADJUSTED    1 2
 GV1680
 GV1680.Superseded values are not recommended for survey control.
 GV1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1680.See file dsdata.txt to determine how the superseded data were derived.
 GV1680
 GV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG094516(NAD 83)
 GV1680_MARKER: DR = REFERENCE MARK DISK
 GV1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1680_STAMPING: BOTTOMS NO 2 1958
 GV1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1680+STABILITY: SURFACE MOTION
 GV1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1680+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2000
 GV1680
 GV1680  HISTORY     - Date     Condition        Report By
 GV1680  HISTORY     - 1958     MONUMENTED       CGS
 GV1680  HISTORY     - 1966     GOOD             CGS
 GV1680  HISTORY     - 1979     GOOD             NGS
 GV1680  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1680  HISTORY     - 1990     GOOD             USPSQD
 GV1680  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1680  HISTORY     - 19960424 GOOD             USPSQD
 GV1680  HISTORY     - 20001216 GOOD             USPSQD
 GV1680  HISTORY     - 20010331 GOOD             NGS
 GV1680  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1680
 GV1680                          STATION DESCRIPTION
 GV1680
 GV1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1680'9.8 MI E FROM SANDSTON.
 GV1680'9.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1680'SANDSTON.  THE MARK IS NEAR THE EAST END OF A PICNIC AREA, 25
 GV1680'FEET SOUTH SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF
 GV1680'U.S. HIGHWAY 60, 19 FEET EAST OF THE CENTERLINE OF A FIELD ROAD
 GV1680'AND 2 FEET NORTHWEST OF A METAL WITNESS POST.  SET IN A TEN
 GV1680'INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GV1680
 GV1680                          STATION RECOVERY (1966)
 GV1680
 GV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1680'RECOVERED IN GOOD CONDITION.
 GV1680
 GV1680                          STATION RECOVERY (1979)
 GV1680
 GV1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1680'RECOVERED IN GOOD CONDITION.
 GV1680
 GV1680                          STATION RECOVERY (1990)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV1680'MARK NOT FOUND.
 GV1680
 GV1680                          STATION RECOVERY (1990)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1680'RECOVERED IN GOOD CONDITION.
 GV1680
 GV1680                          STATION RECOVERY (1996)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1680'MARK NOT FOUND.
 GV1680
 GV1680                          STATION RECOVERY (1996)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1680'RECOVERED IN GOOD CONDITION.
 GV1680
 GV1680                          STATION RECOVERY (2000)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1680'RECOVERED IN GOOD CONDITION.
 GV1680
 GV1680                          STATION RECOVERY (2001)
 GV1680
 GV1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1680'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1680
 GV1680                          STATION RECOVERY (2005)
 GV1680
 GV1680'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2292 ***********************************************************************
 HV2292  DESIGNATION -  BOUCHER
 HV2292  PID         -  HV2292
 HV2292  STATE/COUNTY-  VA/FAIRFAX
 HV2292  USGS QUAD   -  FALLS CHURCH (1994)
 HV2292
 HV2292                         *CURRENT SURVEY CONTROL
 HV2292  ___________________________________________________________________
 HV2292* NAD 83(1993)-  38 57 40.72231(N)    077 10 52.08144(W)     ADJUSTED  
 HV2292* NAVD 88     -        83.359  (meters)     273.49   (feet)  ADJUSTED  
 HV2292  ___________________________________________________________________
 HV2292  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV2292  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2292  DYNAMIC HT  -          83.314 (meters)     273.34  (feet)  COMP
 HV2292  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 HV2292
 HV2292  HORZ ORDER  -  SECOND
 HV2292  VERT ORDER  -  SECOND    CLASS 0
 HV2292
 HV2292.The horizontal coordinates were established by classical geodetic methods
 HV2292.and adjusted by the National Geodetic Survey in November 1994..
 HV2292
 HV2292.The orthometric height was determined by differential leveling
 HV2292.and adjusted by the National Geodetic Survey in June 1991..
 HV2292
 HV2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2292
 HV2292.The geoid height was determined by GEOID03.
 HV2292
 HV2292.The dynamic height is computed by dividing the NAVD 88
 HV2292.geopotential number by the normal gravity value computed on the
 HV2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2292.degrees latitude (g = 980.6199 gals.).
 HV2292
 HV2292.The modeled gravity was interpolated from observed gravity values.
 HV2292
 HV2292;                    North         East     Units Scale Factor Converg.
 HV2292;SPC VA N     - 2,144,527.449 3,614,303.054   MT  0.99996635   +0 49 23.3
 HV2292;SPC VA N     - 7,035,837.14 11,857,925.94   sFT  0.99996635   +0 49 23.3
 HV2292;UTM  18      - 4,314,745.741   311,019.341   MT  1.00003978   -1 22 18.8
 HV2292
 HV2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2292!SPC VA N     -   0.99999190  x   0.99996635  =   0.99995825
 HV2292!UTM  18      -   0.99999190  x   1.00003978  =   1.00003168
 HV2292
 HV2292:                Primary Azimuth Mark                     Grid Az
 HV2292:SPC VA N     -  MCLEAN ST JOHNS EPIS CH CROSS            161 40 05.2
 HV2292:UTM  18      -  MCLEAN ST JOHNS EPIS CH CROSS            163 51 47.3
 HV2292
 HV2292|---------------------------------------------------------------------|
 HV2292| PID    Reference Object                     Distance      Geod. Az  |
 HV2292|                                                           dddmmss.s |
 HV2292| HV4824 MCLEAN ST JOHNS EPIS CH CROSS       APPROX. 1.4 KM 1622928.5 |
 HV2292| HV2293 BOUCHER RM 2                         34.115 METERS 18554     |
 HV2292| DC6704 BOUCHER AZ MK                                      1995219.6 |
 HV2292| HV2291 BOUCHER RM 1                         33.450 METERS 30844     |
 HV2292|---------------------------------------------------------------------|
 HV2292
 HV2292                          SUPERSEDED SURVEY CONTROL
 HV2292
 HV2292  NAD 83(1993)-  38 57 40.72156(N)    077 10 52.08306(W) AD(       ) 2
 HV2292  NAD 83(1986)-  38 57 40.72156(N)    077 10 52.09255(W) AD(       ) 2
 HV2292  NAD 27      -  38 57 40.32416(N)    077 10 53.15689(W) AD(       ) 2
 HV2292  NGVD 29 (??/??/??)   83.588  (m)          274.24   (f) ADJUSTED    2 0
 HV2292
 HV2292.Superseded values are not recommended for survey control.
 HV2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2292.See file dsdata.txt to determine how the superseded data were derived.
 HV2292
 HV2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1101914746(NAD 83)
 HV2292_MARKER: DS = TRIANGULATION STATION DISK
 HV2292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV2292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HV2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2292
 HV2292  HISTORY     - Date     Condition        Report By
 HV2292  HISTORY     - 1930     MONUMENTED       PBPP
 HV2292  HISTORY     - 1956     GOOD             CGS
 HV2292  HISTORY     - 1958     GOOD             CGS
 HV2292  HISTORY     - 1960     GOOD             CGS
 HV2292
 HV2292                          STATION DESCRIPTION
 HV2292
 HV2292'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV2292'THE STATION IS SET ON THE TOP OF A LARGE KNOLL IN AN OPEN FIELD
 HV2292'DIRECTLY BEHIND THE HOUSE OF T.A. BOUCHER, AND ABOUT 0.7 MILE
 HV2292'IN TOWARDS THE RIVER FROM THE LANGLEY-GREAT FALLS ROAD, AT A
 HV2292'POINT ON THE ABOVE ROAD 1.5 MILES FROM THE INTERSECTION OF THE
 HV2292'GREAT FALLS AND THE MC LEAN ROADS AT LANGLEY, VIRGINIA.
 HV2292'
 HV2292'STATION IS A STANDARD U.S.P.B. AND P.P. TRIANGULATION MARK SET
 HV2292'IN CONCRETE IN A 5-INCH IRON PIPE.
 HV2292'
 HV2292'UNDERGROUND MARKER CONSISTS OF A SOFT DRINK BOTTLE WITH THE
 HV2292'TOP ABOUT 4 FEET BELOW THE SURFACE OF THE GROUND.
 HV2292'
 HV2292'AZIMUTH REFERENCE MARK IS A BRASS PLUG SET IN CONCRETE IN A
 HV2292'5-INCH IRON PIPE, ABOUT 1 FOOT S OF S FENCE, 15 FEET NW OF 15-INCH
 HV2292'LOCUST TREE, AND ABOUT 50 FEET N OF T.A. BOUCHERS HOUSE, SAID
 HV2292'LOCUST TREE BEING 220 FEET W OF GATE TO ENTRANCE OF FIELD.
 HV2292
 HV2292                          STATION RECOVERY (1956)
 HV2292
 HV2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MLC)
 HV2292'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE MARK IS
 HV2292'NOW IN AN OPEN FIELD, ABOUT 200 FT. S OF TALL TREES ALONG THE
 HV2292'POTOMAC RIVER.
 HV2292'
 HV2292'TO REACH THE STATION FROM STATE HIGHWAY 193, GO N ON DOUGLAS
 HV2292'DRIVE IN RIVER OAKS DEVELOPMENT FOR 0.3 MI., BEAR LEFT (W) ON
 HV2292'HIGHWAY 1050 FOR 0.4 MI., TURN RIGHT (N) AND GO 0.1 MI. ON
 HV2292'LAWSON STREET, TURN LEFT (W) AND GO 0.1 MI. TO RIVER OAKS DRIVE,
 HV2292'TURN RIGHT (N) ON RIVER OAKS DRIVE AND GO 0.1 MI. TO END OF
 HV2292'GRADING, AT THIS POINT BEAR RIGHT AND FOLLOW A TRACK ROAD NE FOR
 HV2292'0.15 MI. TO THE TOP OF THE HILL AND STATION.
 HV2292
 HV2292                          STATION RECOVERY (1958)
 HV2292
 HV2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV2292'THE STATION MARK AND AZIMUTH REFERENCE MARK WERE RECOVERED AS
 HV2292'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HV2292'
 HV2292'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED.
 HV2292'
 HV2292'REFERENCE MARK 1 IS A STANDARD BRONZE DISK, SET IN A CONCRETE
 HV2292'POST WHICH IS SET FLUSH AND THE DISK IS STAMPED BOUCHER PB AND PP
 HV2292'NO 1 1930.
 HV2292'
 HV2292'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, SET IN A CONCRETE
 HV2292'POST WHICH IS SET FLUSH AND THE DISK IS STAMPED BOUCHER PB AND PP
 HV2292'NO 2 1930.  IT IS 44 FT. S OF THE CENTER OF A TRACK ROAD.
 HV2292'
 HV2292'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HV2292
 HV2292                          STATION RECOVERY (1960)
 HV2292
 HV2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2292'3 MI NW FROM LANGLEY.
 HV2292'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2292'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 1.1 MILES
 HV2292'NORTHEAST ALONG CIRCUMFERENTIAL HIGHWAY, THENCE ABOUT 0.2 MILE
 HV2292'SOUTHEAST ALONG A WOODS ROAD, 187 YARDS EAST OF LAWTON STREET,
 HV2292'ON TOP OF A CLEARED KNOLL, 241 FEET SOUTH-SOUTHWEST OF TIMBER
 HV2292'LINE, 109.7 FEET SOUTHEAST OF RM 1, 112 FEET NORTH OF RM 2, AND
 HV2292'SET IN TOP OF A CONCRETE FILLED 6-INCH METAL PIPE FLUSH WITH THE
 HV2292'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2291 ***********************************************************************
 HV2291  DESIGNATION -  BOUCHER RM 1
 HV2291  PID         -  HV2291
 HV2291  STATE/COUNTY-  VA/FAIRFAX
 HV2291  USGS QUAD   -  FALLS CHURCH (1994)
 HV2291
 HV2291                         *CURRENT SURVEY CONTROL
 HV2291  ___________________________________________________________________
 HV2291* NAD 83(1986)-  38 57 40.     (N)    077 10 53.     (W)     SCALED    
 HV2291* NAVD 88     -        81.293  (meters)     266.71   (feet)  ADJUSTED  
 HV2291  ___________________________________________________________________
 HV2291  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2291  DYNAMIC HT  -          81.249 (meters)     266.56  (feet)  COMP
 HV2291  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 HV2291
 HV2291  VERT ORDER  -  SECOND    CLASS 0
 HV2291
 HV2291.The horizontal coordinates were scaled from a topographic map and have
 HV2291.an estimated accuracy of +/- 6 seconds.
 HV2291
 HV2291.The orthometric height was determined by differential leveling
 HV2291.and adjusted by the National Geodetic Survey in June 1991..
 HV2291
 HV2291.The geoid height was determined by GEOID03.
 HV2291
 HV2291.The dynamic height is computed by dividing the NAVD 88
 HV2291.geopotential number by the normal gravity value computed on the
 HV2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2291.degrees latitude (g = 980.6199 gals.).
 HV2291
 HV2291.The modeled gravity was interpolated from observed gravity values.
 HV2291
 HV2291;                    North         East    Units  Estimated Accuracy
 HV2291;SPC VA N     - 2,144,510.    3,614,280.      MT  (+/- 180 meters Scaled)
 HV2291
 HV2291                          SUPERSEDED SURVEY CONTROL
 HV2291
 HV2291  NGVD 29 (??/??/??)   81.522  (m)          267.46   (f) ADJUSTED    2 0
 HV2291
 HV2291.Superseded values are not recommended for survey control.
 HV2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2291.See file dsdata.txt to determine how the superseded data were derived.
 HV2291
 HV2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ109147(NAD 83)
 HV2291_MARKER: DR = REFERENCE MARK DISK
 HV2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2291_STAMPING: BOUCHER NO 1 1930 PBPP
 HV2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2291+STABILITY: SURFACE MOTION
 HV2291
 HV2291  HISTORY     - Date     Condition        Report By
 HV2291  HISTORY     - 1930     MONUMENTED       CGS
 HV2291  HISTORY     - 1960     GOOD             CGS
 HV2291
 HV2291                          STATION DESCRIPTION
 HV2291
 HV2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2291'3 MI NW FROM LANGLEY.
 HV2291'109.7 FEET WEST OF TRIANGULATION-STATION BOUCHER (P.B. AND P.P.),
 HV2291'DESCRIBED, 194.6 FEET NORTH-NORTHWEST OF RM 2.  AND SET IN TOP OF
 HV2291'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2293 ***********************************************************************
 HV2293  DESIGNATION -  BOUCHER RM 2
 HV2293  PID         -  HV2293
 HV2293  STATE/COUNTY-  VA/FAIRFAX
 HV2293  USGS QUAD   -  FALLS CHURCH (1994)
 HV2293
 HV2293                         *CURRENT SURVEY CONTROL
 HV2293  ___________________________________________________________________
 HV2293* NAD 83(1986)-  38 57 40.     (N)    077 10 53.     (W)     SCALED    
 HV2293* NAVD 88     -        81.888  (meters)     268.66   (feet)  ADJUSTED  
 HV2293  ___________________________________________________________________
 HV2293  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2293  DYNAMIC HT  -          81.844 (meters)     268.52  (feet)  COMP
 HV2293  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 HV2293
 HV2293  VERT ORDER  -  SECOND    CLASS 0
 HV2293
 HV2293.The horizontal coordinates were scaled from a topographic map and have
 HV2293.an estimated accuracy of +/- 6 seconds.
 HV2293
 HV2293.The orthometric height was determined by differential leveling
 HV2293.and adjusted by the National Geodetic Survey in June 1991..
 HV2293
 HV2293.The geoid height was determined by GEOID03.
 HV2293
 HV2293.The dynamic height is computed by dividing the NAVD 88
 HV2293.geopotential number by the normal gravity value computed on the
 HV2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2293.degrees latitude (g = 980.6199 gals.).
 HV2293
 HV2293.The modeled gravity was interpolated from observed gravity values.
 HV2293
 HV2293;                    North         East    Units  Estimated Accuracy
 HV2293;SPC VA N     - 2,144,510.    3,614,280.      MT  (+/- 180 meters Scaled)
 HV2293
 HV2293                          SUPERSEDED SURVEY CONTROL
 HV2293
 HV2293  NGVD 29 (??/??/??)   82.118  (m)          269.42   (f) ADJUSTED    2 0
 HV2293
 HV2293.Superseded values are not recommended for survey control.
 HV2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2293.See file dsdata.txt to determine how the superseded data were derived.
 HV2293
 HV2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ109147(NAD 83)
 HV2293_MARKER: DR = REFERENCE MARK DISK
 HV2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2293_STAMPING: BOUCHER NO 2 1930 PBPP
 HV2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2293+STABILITY: SURFACE MOTION
 HV2293
 HV2293  HISTORY     - Date     Condition        Report By
 HV2293  HISTORY     - 1930     MONUMENTED       CGS
 HV2293  HISTORY     - 1960     GOOD             CGS
 HV2293
 HV2293                          STATION DESCRIPTION
 HV2293
 HV2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2293'3 MI NW FROM LANGLEY.
 HV2293'112 FEET SOUTH OF TRIANGULATION-STATION BOUCHER (P.B. AND P.P.),
 HV2293'DESCRIBED, 194.6 FEET SOUTH-SOUTHEAST OF RM 1, AND SET IN TOP OF
 HV2293'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5131 ***********************************************************************
 GV5131  DESIGNATION -  BOUGH 1912
 GV5131  PID         -  GV5131
 GV5131  STATE/COUNTY-  VA/NEW KENT
 GV5131  USGS QUAD   -  TUNSTALL (1984)
 GV5131
 GV5131                         *CURRENT SURVEY CONTROL
 GV5131  ___________________________________________________________________
 GV5131* NAD 83(1993)-  37 35 33.42197(N)    077 02 42.32414(W)     ADJUSTED  
 GV5131* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5131  ___________________________________________________________________
 GV5131  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 GV5131  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV5131
 GV5131  HORZ ORDER  -  THIRD
 GV5131
 GV5131.The horizontal coordinates were established by classical geodetic methods
 GV5131.and adjusted by the National Geodetic Survey in November 1994..
 GV5131
 GV5131.The orthometric height was scaled from a topographic map.
 GV5131
 GV5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5131
 GV5131.The geoid height was determined by GEOID03.
 GV5131
 GV5131;                    North         East     Units Scale Factor Converg.
 GV5131;SPC VA S     - 1,140,740.184 3,628,480.878   MT  0.99995310   +0 52 58.9
 GV5131;SPC VA S     - 3,742,578.42 11,904,441.01   sFT  0.99995310   +0 52 58.9
 GV5131;UTM  18      - 4,162,582.821   319,447.946   MT  1.00000155   -1 14 52.5
 GV5131
 GV5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5131!SPC VA S     -   1.00000537  x   0.99995310  =   0.99995847
 GV5131!UTM  18      -   1.00000537  x   1.00000155  =   1.00000692
 GV5131
 GV5131|---------------------------------------------------------------------|
 GV5131| PID    Reference Object                     Distance      Geod. Az  |
 GV5131|                                                           dddmmss.s |
 GV5131| GV5221 WILLIAMS                            184.642 METERS 05514     |
 GV5131| GV5154 GREEN                               APPROX. 0.6 KM 3061257.2 |
 GV5131| GV5155 GREG 1912                           APPROX. 0.5 KM 3290316.2 |
 GV5131|---------------------------------------------------------------------|
 GV5131
 GV5131                          SUPERSEDED SURVEY CONTROL
 GV5131
 GV5131  NAD 83(1986)-  37 35 33.42345(N)    077 02 42.34100(W) AD(       ) 3
 GV5131  NAD 27      -  37 35 32.87800(N)    077 02 43.37500(W) AD(       ) 3
 GV5131
 GV5131.Superseded values are not recommended for survey control.
 GV5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5131.See file dsdata.txt to determine how the superseded data were derived.
 GV5131
 GV5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1944862583(NAD 83)
 GV5131_MARKER: Z = SEE DESCRIPTION
 GV5131_SETTING: 0 = UNSPECIFIED SETTING
 GV5131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5131
 GV5131  HISTORY     - Date     Condition        Report By
 GV5131  HISTORY     - 1912     MONUMENTED       CGS
 GV5131  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5131  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5131  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5131
 GV5131                          STATION DESCRIPTION
 GV5131
 GV5131'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5131'STATION IS ABOUT 60 METERS OUT FROM THE RIGHT BANK OF THE
 GV5131'PAMUNKEY RIVER, DESCENDING, DIRECTLY OPPOSITE THE WILLIAMS
 GV5131'FERRY ROAD LANDING.
 GV5131'
 GV5131'STATION IS MARKED BY A TRIPOD AND SCAFFOLD SIGNAL IN ABOUT
 GV5131'2 FEET OF WATER AT LOW TIDE, NOT OTHERWISE MARKED.
 GV5131'
 GV5131'STATION WILLIAMS OPPOSITE AND STATION POPLAR IN PLAIN VIEW
 GV5131'FROM EACH OTHER ARE WELL MARKED.
 GV5131
 GV5131                          STATION RECOVERY (2000)
 GV5131
 GV5131'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5131'MARK NOT FOUND.
 GV5131
 GV5131                          STATION RECOVERY (2001)
 GV5131
 GV5131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5131
 GV5131                          STATION RECOVERY (2005)
 GV5131
 GV5131'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6531 ***********************************************************************
 HV6531  DESIGNATION -  BOUNDARY MON 10
 HV6531  PID         -  HV6531
 HV6531  STATE/COUNTY-  VA/NORTHUMBERLAND
 HV6531  USGS QUAD   -  ST GEORGE ISLAND (1987)
 HV6531
 HV6531                         *CURRENT SURVEY CONTROL
 HV6531  ___________________________________________________________________
 HV6531* NAD 83(1993)-  38 00 41.70070(N)    076 27 49.02407(W)     ADJUSTED  
 HV6531* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6531  ___________________________________________________________________
 HV6531  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 HV6531  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 HV6531
 HV6531  HORZ ORDER  -  SECOND
 HV6531
 HV6531.The horizontal coordinates were established by classical geodetic methods
 HV6531.and adjusted by the National Geodetic Survey in November 1994..
 HV6531
 HV6531.The orthometric height was scaled from a topographic map.
 HV6531
 HV6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6531
 HV6531.The geoid height was determined by GEOID03.
 HV6531
 HV6531;                    North         East     Units Scale Factor Converg.
 HV6531;SPC VA S     - 1,188,179.976 3,678,819.976   MT  1.00000851   +1 14 09.4
 HV6531;SPC VA S     - 3,898,220.47 12,069,595.20   sFT  1.00000851   +1 14 09.4
 HV6531;SPC VA N     - 2,040,268.461 3,678,818.357   MT  1.00000391   +1 16 15.4
 HV6531;SPC VA N     - 6,693,780.78 12,069,589.89   sFT  1.00000391   +1 16 15.4
 HV6531;UTM  18      - 4,208,110.967   371,515.073   MT  0.99980332   -0 54 05.2
 HV6531
 HV6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6531!SPC VA S     -   1.00000551  x   1.00000851  =   1.00001402
 HV6531!SPC VA N     -   1.00000551  x   1.00000391  =   1.00000942
 HV6531!UTM  18      -   1.00000551  x   0.99980332  =   0.99980883
 HV6531
 HV6531|---------------------------------------------------------------------|
 HV6531| PID    Reference Object                     Distance      Geod. Az  |
 HV6531|                                                           dddmmss.s |
 HV6531| HV6538 HOG                                 231.629 METERS 32332     |
 HV6531| HV6548 ST GEORGE 6                         APPROX.10.1 KM 3552018.5 |
 HV6531|---------------------------------------------------------------------|
 HV6531
 HV6531                          SUPERSEDED SURVEY CONTROL
 HV6531
 HV6531  NAD 83(1993)-  38 00 41.69926(N)    076 27 49.02633(W) AD(       ) 2
 HV6531  NAD 83(1986)-  38 00 41.70180(N)    076 27 49.03995(W) AD(       ) 2
 HV6531  NAD 27      -  38 00 41.26700(N)    076 27 50.23700(W) AD(       ) 2
 HV6531
 HV6531.Superseded values are not recommended for survey control.
 HV6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6531.See file dsdata.txt to determine how the superseded data were derived.
 HV6531
 HV6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7151508111(NAD 83)
 HV6531_MARKER: Z = SEE DESCRIPTION
 HV6531_SETTING: 0 = UNSPECIFIED SETTING
 HV6531
 HV6531  HISTORY     - Date     Condition        Report By
 HV6531  HISTORY     - 1929     MONUMENTED       CGS
 HV6531  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6531  HISTORY     - 1943     MARK NOT FOUND   CGS
 HV6531  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 HV6531
 HV6531                          STATION DESCRIPTION
 HV6531
 HV6531'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (ELB)
 HV6531'THE MARK IS ON THE EASTERN END OF HOG ISLAND, ABOUT 80 FEET
 HV6531'FROM THE HIGH-WATER MARK, AND BACK OF S SMALL CLUMP OF
 HV6531'BUSHES (SALT BUSH).
 HV6531'
 HV6531'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV6531'BOUNDARY COMMISSION.  (SEE DESCRIPTION OF BOUNDARY MARK NO. 1
 HV6531'FOR THE STANDARD MARK.) THERE IS NO REFERENCE MARK.  THE
 HV6531'VALUE OF THIS POINT AS A TRIANGULATION STATION IS MINIMIZED
 HV6531'BY THE PROXIMITY OF TRIANGULATION STATION HOG.
 HV6531
 HV6531                          STATION RECOVERY (1942)
 HV6531
 HV6531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6531'THIS STATION WAS THOROGHLY SEARCHED FOR BY TWO MEN FOR 1-1/2
 HV6531'HOURS, BUT NO TRACE OF IT COULD BE FOUND.  IT IS RECOMMENDED
 HV6531'THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6531
 HV6531                          STATION RECOVERY (1943)
 HV6531
 HV6531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 HV6531'THE STATION WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  THE
 HV6531'SHORE LINE AT THIS POINT IS WASHING BADLY AND STUMPS ARE
 HV6531'VISIBLE IN THE WATER ALL ALONG THE N SHORE OF THIS ISLAND.
 HV6531'
 HV6531'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 HV6531
 HV6531                          STATION RECOVERY (2002)
 HV6531
 HV6531'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 HV6531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6938 ***********************************************************************
 HV6938  DESIGNATION -  BOUNDARY MON 21 E MARK 1929
 HV6938  PID         -  HV6938
 HV6938  STATE/COUNTY-  VA/WESTMORELAND
 HV6938  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6938
 HV6938                         *CURRENT SURVEY CONTROL
 HV6938  ___________________________________________________________________
 HV6938* NAD 83(1993)-  38 09 34.79383(N)    076 42 05.80547(W)     ADJUSTED  
 HV6938* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6938  ___________________________________________________________________
 HV6938  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 HV6938  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HV6938
 HV6938  HORZ ORDER  -  SECOND
 HV6938
 HV6938.The horizontal coordinates were established by classical geodetic methods
 HV6938.and adjusted by the National Geodetic Survey in November 1994..
 HV6938
 HV6938.The orthometric height was scaled from a topographic map.
 HV6938
 HV6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6938
 HV6938.The geoid height was determined by GEOID03.
 HV6938
 HV6938;                    North         East     Units Scale Factor Converg.
 HV6938;SPC VA N     - 2,056,265.430 3,657,600.489   MT  0.99998011   +1 07 20.7
 HV6938;SPC VA N     - 6,746,264.16 11,999,977.60   sFT  0.99998011   +1 07 20.7
 HV6938;SPC MD       -    54,768.083   426,151.842   MT  1.00002738   +0 11 14.2
 HV6938;SPC MD       -   179,684.95  1,398,133.17   sFT  1.00002738   +0 11 14.2
 HV6938;UTM  18      - 4,224,898.399   350,922.213   MT  0.99987371   -1 03 05.6
 HV6938
 HV6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6938!SPC VA N     -   1.00000505  x   0.99998011  =   0.99998516
 HV6938!SPC MD       -   1.00000505  x   1.00002738  =   1.00003243
 HV6938!UTM  18      -   1.00000505  x   0.99987371  =   0.99987876
 HV6938
 HV6938                          SUPERSEDED SURVEY CONTROL
 HV6938
 HV6938  NAD 83(1993)-  38 09 34.79217(N)    076 42 05.81022(W) AD(       ) 2
 HV6938  NAD 83(1986)-  38 09 34.79371(N)    076 42 05.82183(W) AD(       ) 2
 HV6938  NAD 27      -  38 09 34.32454(N)    076 42 06.93251(W) AD(       ) 2
 HV6938
 HV6938.Superseded values are not recommended for survey control.
 HV6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6938.See file dsdata.txt to determine how the superseded data were derived.
 HV6938
 HV6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5092224898(NAD 83)
 HV6938_MARKER: DD = SURVEY DISK
 HV6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6938+STABILITY: SURFACE MOTION
 HV6938
 HV6938  HISTORY     - Date     Condition        Report By
 HV6938  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6938  HISTORY     - 1942     GOOD             CGS
 HV6938  HISTORY     - 1957     GOOD             CGS
 HV6938  HISTORY     - 1959     GOOD             CGS
 HV6938  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6938  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6938
 HV6938                          STATION DESCRIPTION
 HV6938
 HV6938'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6938'THE STATION WHICH IS THE STANDARD MARK OF THE VIRGINIA MARYLAND
 HV6938'BOUNDARY COMMISSION, (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR
 HV6938'THE STANDARD MARK), IS LOCATED NEAR TRIANGULATION STATION MURRAY,
 HV6938'AS FOLLOWS--
 HV6938
 HV6938                          STATION RECOVERY (1942)
 HV6938
 HV6938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6938'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE U.S.
 HV6938'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV6938'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV6938'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV6938'
 HV6938'THE DISTANCE FROM STATION MURRAY TO BOUNDARY MONUMENT NO. 21 IS
 HV6938'2.831 METERS INSTEAD OF 2.840 METERS.
 HV6938'
 HV6938'THE STATION IS ON THE S SHORE OF THE POTOMAC RIVER ON THE WESTERN
 HV6938'END OF KINGCOPISCO POINT, ABOUT 5 METERS E OF THE EDGE OF A SMALL
 HV6938'BLUFF, AND 25 METERS S OF THE MEAN HIGH-WATER LINE.  THE MONUMENT
 HV6938'IS LOCATED IN THE FRONT YARD OF A SUMMER COTTAGE 2.831 METERS OR
 HV6938'9.29 FEET E OF BUREAU OF ORDNANCE STATION MURRAY, 0.994 METERS E
 HV6938'OF A VIGINIA-MARYLAND BOUNDARY COMMISSION MONUMENT, WHICH IS NOT
 HV6938'STAMPED, AND 8.515 METERS NE OF A U.S.C. AND G.S. REFERENCE MARK.
 HV6938'THE STATION IS A BRONZE DISK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6938'COMMISSION, STAMPED NO. 21 47 660, SET IN THE TOP OF A 12-INCH
 HV6938'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 12 INCHES ABOVE THE
 HV6938'GROUND.  THE STATION IS IN GOOD CONDITION.
 HV6938
 HV6938                          STATION RECOVERY (1957)
 HV6938
 HV6938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6938'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 HV6938'TRIANGULATION STATION MURRAY, 1919, THE REFERENCE MARK AND THE
 HV6938'WEST BOUNDARY MONUMENT WERE VERIFIED.  THE RECOVERY NOTE BY
 HV6938'W.D.P. IN 1942 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6938'
 HV6938'THE STATION IS 80.5 FEET SOUTH OF THE MEAN HIGH-WATER LINE. IT IS
 HV6938'STAMPED NO 21 47 660 AND PROJECTS 16 INCHES ABOVE THE GROUND.
 HV6938
 HV6938                          STATION RECOVERY (1959)
 HV6938
 HV6938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6938'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  SEE
 HV6938'DESCRIPTION OF MURRAY 1919 (RECOVERY OF 1959) FOR ADDITIONAL
 HV6938'INFORMATION.
 HV6938'
 HV6938'*ORIGINAL DISTANCE OF 2.840 METERS COULD NOT BE CHECKED.
 HV6938
 HV6938                          STATION RECOVERY (1998)
 HV6938
 HV6938'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6938'MARK NOT FOUND.
 HV6938
 HV6938                          STATION RECOVERY (2003)
 HV6938
 HV6938'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6944 ***********************************************************************
 HV6944  DESIGNATION -  BOUNDARY MON 21 W MARK 1929
 HV6944  PID         -  HV6944
 HV6944  STATE/COUNTY-  VA/WESTMORELAND
 HV6944  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6944
 HV6944                         *CURRENT SURVEY CONTROL
 HV6944  ___________________________________________________________________
 HV6944* NAD 83(1993)-  38 09 34.76699(N)    076 42 05.83127(W)     ADJUSTED  
 HV6944* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6944  ___________________________________________________________________
 HV6944  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 HV6944  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HV6944
 HV6944  HORZ ORDER  -  SECOND
 HV6944
 HV6944.The horizontal coordinates were established by classical geodetic methods
 HV6944.and adjusted by the National Geodetic Survey in November 1994..
 HV6944
 HV6944.The orthometric height was scaled from a topographic map.
 HV6944
 HV6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6944
 HV6944.The geoid height was determined by GEOID03.
 HV6944
 HV6944;                    North         East     Units Scale Factor Converg.
 HV6944;SPC VA N     - 2,056,264.590 3,657,599.877   MT  0.99998011   +1 07 20.6
 HV6944;SPC VA N     - 6,746,261.41 11,999,975.60   sFT  0.99998011   +1 07 20.6
 HV6944;SPC MD       -    54,767.253   426,151.217   MT  1.00002738   +0 11 14.2
 HV6944;SPC MD       -   179,682.23  1,398,131.12   sFT  1.00002738   +0 11 14.2
 HV6944;UTM  18      - 4,224,897.583   350,921.570   MT  0.99987372   -1 03 05.6
 HV6944
 HV6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6944!SPC VA N     -   1.00000505  x   0.99998011  =   0.99998516
 HV6944!SPC MD       -   1.00000505  x   1.00002738  =   1.00003243
 HV6944!UTM  18      -   1.00000505  x   0.99987372  =   0.99987877
 HV6944
 HV6944                          SUPERSEDED SURVEY CONTROL
 HV6944
 HV6944  NAD 83(1993)-  38 09 34.76533(N)    076 42 05.83601(W) AD(       ) 2
 HV6944  NAD 83(1986)-  38 09 34.76693(N)    076 42 05.84665(W) AD(       ) 2
 HV6944  NAD 27      -  38 09 34.29772(N)    076 42 06.95747(W) AD(       ) 2
 HV6944
 HV6944.Superseded values are not recommended for survey control.
 HV6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6944.See file dsdata.txt to determine how the superseded data were derived.
 HV6944
 HV6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5092224898(NAD 83)
 HV6944_MARKER: DD = SURVEY DISK
 HV6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6944+STABILITY: SURFACE MOTION
 HV6944
 HV6944  HISTORY     - Date     Condition        Report By
 HV6944  HISTORY     - 1929     MONUMENTED       CGS
 HV6944  HISTORY     - 1957     GOOD             CGS
 HV6944  HISTORY     - 1959     GOOD             CGS
 HV6944  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6944  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6944
 HV6944                          STATION DESCRIPTION
 HV6944
 HV6944'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6944'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS NO
 HV6944'PREVIOUS DESCRIPTION.  A NEW DESCRIPTION AS FOLLOWS--
 HV6944'
 HV6944'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE POTOMAC RIVER ON
 HV6944'THE WESTERN END OF KINGCOPSICO POINT.  IT IS IN THE FRONT YARD OF
 HV6944'A SUMMER COTTAGE, 80.5 FEET SOUTH OF THE MEAN HIGH-WATER LINE,
 HV6944'6.60 FEET EAST OF TRIANGULATION STATION MURRAY, 1919 AND 3.26 FEET
 HV6944'WEST OF BOUNDARY MONUMENT NO. 21, EAST MARK.
 HV6944'
 HV6944'THE STATION IS MARKED BY A STANDARD MARYLAND-VIRGINIA BOUNDARY
 HV6944'MARK DISK, NOT STAMPED, SET IN THE TOP OF A 10 INCH SQUARE
 HV6944'CONCRETE MONUMENT, WHICH PROJECTS 16 INCHES ABOVE THE GROUND.
 HV6944
 HV6944                          STATION RECOVERY (1959)
 HV6944
 HV6944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6944'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  SEE
 HV6944'RECOVERY NOTE OF 1959 FOR MURRAY 1919 FOR ADDITIONAL INFORMATION.
 HV6944
 HV6944                          STATION RECOVERY (1998)
 HV6944
 HV6944'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6944'MARK NOT FOUND.
 HV6944
 HV6944                          STATION RECOVERY (2003)
 HV6944
 HV6944'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3744 ***********************************************************************
 GV3744  DESIGNATION -  BOUNDARY MON 4 2
 GV3744  PID         -  GV3744
 GV3744  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3744  USGS QUAD   -  BURGESS (1973)
 GV3744
 GV3744                         *CURRENT SURVEY CONTROL
 GV3744  ___________________________________________________________________
 GV3744* NAD 83(1993)-  37 56 41.91369(N)    076 20 20.65032(W)     ADJUSTED  
 GV3744* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3744  ___________________________________________________________________
 GV3744  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 GV3744  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV3744
 GV3744  HORZ ORDER  -  FIRST
 GV3744
 GV3744.The horizontal coordinates were established by classical geodetic methods
 GV3744.and adjusted by the National Geodetic Survey in November 1994..
 GV3744
 GV3744.The orthometric height was scaled from a topographic map.
 GV3744
 GV3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3744
 GV3744.The geoid height was determined by GEOID03.
 GV3744
 GV3744;                    North         East     Units Scale Factor Converg.
 GV3744;SPC VA S     - 1,181,031.860 3,689,924.243   MT  0.99999611   +1 18 41.5
 GV3744;SPC VA S     - 3,874,768.69 12,106,026.45   sFT  0.99999611   +1 18 41.5
 GV3744;UTM  18      - 4,200,555.539   382,342.845   MT  0.99977050   -0 49 24.6
 GV3744
 GV3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3744!SPC VA S     -   1.00000543  x   0.99999611  =   1.00000154
 GV3744!UTM  18      -   1.00000543  x   0.99977050  =   0.99977593
 GV3744
 GV3744:                Primary Azimuth Mark                     Grid Az
 GV3744:SPC VA S     -  POINT LOOKOUT TANK                       005 44 58.2
 GV3744:UTM  18      -  POINT LOOKOUT TANK                       007 53 04.3
 GV3744
 GV3744|---------------------------------------------------------------------|
 GV3744| PID    Reference Object                     Distance      Geod. Az  |
 GV3744|                                                           dddmmss.s |
 GV3744| HV6523 POINT LOOKOUT TANK                  APPROX.11.7 KM 0070339.7 |
 GV3744| GV3751 BOUNDARY MONUMENT 4                  30.864 METERS 01048     |
 GV3744| DC8955 BOUNDARY MON 4 2 RM 1                30.876 METERS 18814     |
 GV3744| DC8956 BOUNDARY MON 4 2 RM 2                29.575 METERS 28738     |
 GV3744|---------------------------------------------------------------------|
 GV3744
 GV3744                          SUPERSEDED SURVEY CONTROL
 GV3744
 GV3744  NAD 83(1993)-  37 56 41.91275(N)    076 20 20.65235(W) AD(       ) 1
 GV3744  NAD 83(1986)-  37 56 41.91556(N)    076 20 20.66757(W) AD(       ) 1
 GV3744  NAD 27      -  37 56 41.45900(N)    076 20 21.86300(W) AD(       ) 1
 GV3744
 GV3744.Superseded values are not recommended for survey control.
 GV3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3744.See file dsdata.txt to determine how the superseded data were derived.
 GV3744
 GV3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH8234300556(NAD 83)
 GV3744_MARKER: DU = BOUNDARY MARKER
 GV3744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3744+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV3744
 GV3744  HISTORY     - Date     Condition        Report By
 GV3744  HISTORY     - 1934     MONUMENTED       CGS
 GV3744  HISTORY     - 1943     GOOD             CGS
 GV3744  HISTORY     - 1952     GOOD             CGS
 GV3744  HISTORY     - 1959     GOOD             CGS
 GV3744  HISTORY     - 1959     GOOD             CGS
 GV3744  HISTORY     - 19940530 GOOD             USPSQD
 GV3744  HISTORY     - 20021115 GOOD             USPSQD
 GV3744  HISTORY     - 20051026 GOOD             USPSQD
 GV3744
 GV3744                          STATION DESCRIPTION
 GV3744
 GV3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV3744'STATION IS ON THE PROPERTY OF MR. J.F BURTON, 101.26 FEET
 GV3744'W OF BOUNDARY MONUMENT NO. 4 AND IS 0.6 MILE BELOW THE MOUTH
 GV3744'OF THE CUBIT CREEK.
 GV3744'
 GV3744'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GV3744'DISKS SET IN CONCRETE.
 GV3744'
 GV3744'REFERENCE MARK NO. 1 IS 101.30 FEET SW OF THE STATION, 6 FEET
 GV3744'W OF THE CENTER LINE OF THE WOOD ROAD LEADING TO THE STATION.
 GV3744'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GV3744'
 GV3744'REFERENCE MARK NO. 2 IS 97.03 FEET N OF THE STATION, 10 FEET
 GV3744'W OF THE CENTER LINE OF THE ROAD LEADING PAST THE STATION
 GV3744'TO THE POND.
 GV3744'
 GV3744'TO REACH THE STATION GO E FROM HEATHSVILLE ON U.S. HIGHWAY
 GV3744'360 FOR 7.7 MILES TO A ROAD JUNCTION NEAR THE EDWARDSVILLE
 GV3744'SCHOOL.  THE ROAD, U.S. HIGHWAY 360, BENDS SHARPLY TO THE RIGHT
 GV3744'AND A DIRT REOAD TO EDWARDSVILLE CONTINUES STRAIGHT AHEAD
 GV3744'AT THIS POINT.  FOLLOW THIS ROAD FOR 1.1 MILES TO A ROAD
 GV3744'FORK 0.1 MILE N OF THE TOWN OF EDWARDSVILLE, TURN RIGHT ON
 GV3744'THIS ROAD AND FOLLOW THIS ROAD FOR 3 MILES TO ITS END AT A
 GV3744'SMALL FARM AND COTTAGE OF MR. BURTON.  TURN LEFT BEFORE
 GV3744'REACHING THE COTTAGE ON A DIM WOOD ROAD AND FOLLOW THIS ROAD
 GV3744'0.7 MILE TO THE STATION.  MARK PROJECTS 6 INCHES ABOVE THE
 GV3744'SURFACE OF THE GROUND AND IS 30 FEET E OF THE ROAD.  A LINE TO
 GV3744'THE BOUNDARY MONUMENT NO. 4 HAS BEEN CLEARED AND THE TANK
 GV3744'AT LOOKOUT IS VISIBLE FROM THE GROUND AND TO BE USED
 GV3744'AS AN AZIMUTH MARK AS THERE IS NO PLACE TO SET ONE AT THIS
 GV3744'STATION.
 GV3744
 GV3744                          STATION RECOVERY (1943)
 GV3744
 GV3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3744'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 GV3744'TO BE IN GOOD CONDITION.
 GV3744'
 GV3744'THE DISTANCES TO REFERENCE MARKS 1 AND 2 WERE MEASURED AND
 GV3744'FOUND TO BE CORRECT.
 GV3744'
 GV3744'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT THAT
 GV3744'THE STATION BOUNDARY MONUMENT 4 HAS WASHED AWAY.
 GV3744
 GV3744                          STATION RECOVERY (1952)
 GV3744
 GV3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3744'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GV3744'AND WERE FOUND TO BE IN GOOD CONDITION.
 GV3744
 GV3744                          STATION RECOVERY (1959)
 GV3744
 GV3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 GV3744'THE STATION AND R.M. NO. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 GV3744'CONDITION.  R.M. NO. 1 HAS BEEN DESTROYED.  IT WAS FOUND
 GV3744'PUSHED OVER ON ITS SIDE.
 GV3744
 GV3744                          STATION RECOVERY (1959)
 GV3744
 GV3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 GV3744'STATION IN ON THE PROPERTY OF MR. J.F. BURTON AND IS 0.6 MI.
 GV3744'BELOW THE MOUTH OF CUBIT CREEK AND 68 FEET FROM THE EDGE OF A
 GV3744'12 TO 15 FEET BLUFF ON THE SOUTH SIDE OF THE POTOMAC RIVER.
 GV3744'
 GV3744'SURFACE, UNDER GROUND, AND REFERENCE MARKS ARE STANDARD
 GV3744'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 GV3744'AND 11A.
 GV3744'
 GV3744'REFERENCE MARK NO. 1 WAS FOUND TILTED OVER AND PARTIALLY COVERED
 GV3744'BY A MOUND OF DIRT AND STUMPS.
 GV3744'
 GV3744'REFERENCE MARK NO. 2 IS 97.03 FEET NORTH OF THE STATION AND
 GV3744'PROJECTS 6 INCHES.  RECOVERED IN GOOD CONDITION.
 GV3744'
 GV3744'THE STATION WAS RECOVERED BY LANDING ON THE SHORE NEAR THE
 GV3744'STATION IN A SKIFF.  THE STATION MARK PROJECTS 3 INCHES.
 GV3744'IT WAS SLIGHTLY CHIPPED ON ONE CORNER BY A DOZER IN CLEANING
 GV3744'THE LAND AROUND THE STATION SITE, HOWEVER ITS POSITION SEEMED
 GV3744'UNCHANGED AS SHOWN BY THE EARTH AROUND IT, AND CHECKS WITH
 GV3744'PREVIOUS DISTANCES TO R.M. NO. 2
 GV3744'
 GV3744'MAGNETIC DECLINATION WAS OBSERVED AT THE STATION AT THIS TIME.
 GV3744
 GV3744                          STATION RECOVERY (1994)
 GV3744
 GV3744'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3744'RECOVERED IN GOOD CONDITION.
 GV3744
 GV3744                          STATION RECOVERY (2002)
 GV3744
 GV3744'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3744'STATION AND RM2 FOUND, RM1 NOT FOUND.
 GV3744
 GV3744                          STATION RECOVERY (2005)
 GV3744
 GV3744'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV3744'MARK IS 5.9FT FROM THE WEST CORNER OF HOUSE AT 108 FLEET ROAD.
 GV3744'RM1 IS 97.03FT WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1667 ***********************************************************************
 HV1667  DESIGNATION -  BOUNDARY MON 58 DC MD VA
 HV1667  PID         -  HV1667
 HV1667  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1667  USGS QUAD   -  ALEXANDRIA (1994)
 HV1667
 HV1667                         *CURRENT SURVEY CONTROL
 HV1667  ___________________________________________________________________
 HV1667* NAD 83(1993)-  38 47 25.69436(N)    077 02 25.16282(W)     ADJUSTED  
 HV1667* NAVD 88     -         2.063  (meters)       6.77   (feet)  ADJUSTED  
 HV1667  ___________________________________________________________________
 HV1667  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV1667  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV1667  DYNAMIC HT  -           2.062 (meters)       6.77  (feet)  COMP
 HV1667  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 HV1667
 HV1667  HORZ ORDER  -  SECOND
 HV1667  VERT ORDER  -  FIRST     CLASS II
 HV1667
 HV1667.The horizontal coordinates were established by classical geodetic methods
 HV1667.and adjusted by the National Geodetic Survey in November 1994..
 HV1667
 HV1667.The orthometric height was determined by differential leveling
 HV1667.and adjusted by the National Geodetic Survey in June 1991..
 HV1667.WARNING-Repeat measurements at this control monument indicate possible
 HV1667.vertical movement.
 HV1667
 HV1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1667
 HV1667.The geoid height was determined by GEOID03.
 HV1667
 HV1667.The dynamic height is computed by dividing the NAVD 88
 HV1667.geopotential number by the normal gravity value computed on the
 HV1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1667.degrees latitude (g = 980.6199 gals.).
 HV1667
 HV1667.The modeled gravity was interpolated from observed gravity values.
 HV1667
 HV1667;                    North         East     Units Scale Factor Converg.
 HV1667;SPC VA N     - 2,125,749.705 3,626,807.342   MT  0.99995293   +0 54 39.6
 HV1667;SPC VA N     - 6,974,230.49 11,898,950.42   sFT  0.99995293   +0 54 39.6
 HV1667;SPC MD       -   124,747.552   396,496.856   MT  0.99995095   -0 01 31.1
 HV1667;SPC MD       -   409,275.93  1,300,840.10   sFT  0.99995095   -0 01 31.1
 HV1667;UTM  18      - 4,295,502.381   322,796.821   MT  0.99998669   -1 16 42.8
 HV1667
 HV1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1667!SPC VA N     -   1.00000473  x   0.99995293  =   0.99995766
 HV1667!SPC MD       -   1.00000473  x   0.99995095  =   0.99995568
 HV1667!UTM  18      -   1.00000473  x   0.99998669  =   0.99999142
 HV1667
 HV1667                          SUPERSEDED SURVEY CONTROL
 HV1667
 HV1667  NAD 83(1993)-  38 47 25.69266(N)    077 02 25.16423(W) AD(       ) 2
 HV1667  NAD 83(1986)-  38 47 25.69276(N)    077 02 25.17662(W) AD(       ) 2
 HV1667  NAD 27      -  38 47 25.28467(N)    077 02 26.25689(W) AD(       ) 2
 HV1667  NGVD 29 (05/01/89)    2.300  (m)            7.55   (f) ADJUSTED    1 2
 HV1667
 HV1667.Superseded values are not recommended for survey control.
 HV1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1667.See file dsdata.txt to determine how the superseded data were derived.
 HV1667
 HV1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2279795502(NAD 83)
 HV1667_MARKER: DD = SURVEY DISK
 HV1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1667_SP_SET: CONCRETE POST
 HV1667_STAMPING: NO. 58-180 1929
 HV1667_MARK LOGO: LOCSUR
 HV1667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1667+STABILITY: SURFACE MOTION
 HV1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1667+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1667
 HV1667  HISTORY     - Date     Condition        Report By
 HV1667  HISTORY     - 1929     MONUMENTED       CGS
 HV1667  HISTORY     - 1946     GOOD             CGS
 HV1667  HISTORY     - 1946     GOOD             CGS
 HV1667  HISTORY     - 1957     GOOD             CGS
 HV1667  HISTORY     - 1958     GOOD             CGS
 HV1667  HISTORY     - 19900115 GOOD             RDA
 HV1667  HISTORY     - 19910101 GOOD             MDDNR
 HV1667  HISTORY     - 19960803 POOR             USPSQD
 HV1667
 HV1667                          STATION DESCRIPTION
 HV1667
 HV1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV1667'THE STATION IS ON THE W SHORE OF THE POTOMAC RIVER, ON THE
 HV1667'N SHORE OF HUNTING CREEK, ON JONES POINT, ABOUT HALFWAY
 HV1667'BETWEEN THE OLD LIGHTHOUSE, AND THE PRESENT JONES POINT LIGHT.
 HV1667'IT IS BENEATH, AND JUST E OF A LARGE, SPREADING SYCAMORE
 HV1667'TREE.  THE STATION IS 65.892 METERS FROM JONES POINT LIGHT
 HV1667'(NEW) S 81 DEG 56 MIN W.  THE MARK IS THE
 HV1667'STANDARD MARK OF VIRGINIA-MARYLAND BOUNDARY COMMISSION (SEE
 HV1667'DESCRIPTION OF BOUNDARY MARK NO. 50 FOR THE STANDARD MARK).
 HV1667'THERE IS NO REFERENCE MARK.
 HV1667
 HV1667                          STATION RECOVERY (1946)
 HV1667
 HV1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV1667'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HV1667'STATION IS ALSO 23.3 FT. EAST OF THE CENTER OF A 36 IN. SYCAMORE
 HV1667'(REFERRED TO IN DESCRIPTION) AND 39.5 FT. NORTH OF A STEEL
 HV1667'FENCE BUILT AT H.W. LINE.
 HV1667
 HV1667                          STATION RECOVERY (1946)
 HV1667
 HV1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1667'AT ALEXANDRIA.
 HV1667'AT ALEXANDRIA, AT JONES POINT, 0.9 MILE SOUTH ALONG THE POTOMAC
 HV1667'RIVER FROM THE FOOT OF PRINCE STREET, 194.5 FEET WEST OF THE
 HV1667'CENTER OF THE WEST SIDE OF THE FENCE AROUND THE STEEL TOWER
 HV1667'SUPPORTING THE JONES POINT NAVIGATION LIGHT WHICH IS LOCATED
 HV1667'AT THE SOUTHEAST TIP OF THE POINT, 64.3 FEET EAST OF THE
 HV1667'NORTHEAST CORNER OF THE OLD JONES POINT LIGHTHOUSE, 40.0 FEET
 HV1667'NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE POINT, 21.5 FEET
 HV1667'EAST NORTHEAST OF A 36-INCH SYCAMORE TREE, SET IN THE TOP OF A
 HV1667'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 HV1667
 HV1667                          STATION RECOVERY (1957)
 HV1667
 HV1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV1667'STATION IS APPROXIMATELY 2 MILES SOUTHEAST OF THE GEORGE
 HV1667'WASHINGTON MASONIC MEMORIAL IN ALEXANDRIA, AT THE EXTREME
 HV1667'END OF JONES POINT, ON PROPERTY OF THE U.S. NAVAL RESERVE
 HV1667'TRAINING CENTER, 64 FEET EAST OF THE NORTHEAST CORNER OF OLD
 HV1667'1855 LIGHT HOUSE, 39 FEET NORTH OF WIRE FENCE AT WATERS EDGE
 HV1667'AND 24 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 HV1667'
 HV1667'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HV1667'JONES 2, DISTANCE BEING 167.71 FEET (51.118 METERS) WEST
 HV1667'OF STATION JONES 2.  IT IS A VIRGINIA-MARYLAND BOUNDARY
 HV1667'COMMISSION MARK, STAMPED NO 58-180 1929, SET IN A SQUARE
 HV1667'CONCRETE POST WHICH PROJECTS 9 INCHES.
 HV1667
 HV1667                          STATION RECOVERY (1958)
 HV1667
 HV1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HV1667'RECOVERED IN GOOD CONDITION.
 HV1667
 HV1667                          STATION RECOVERY (1990)
 HV1667
 HV1667'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1667'RECOVERED IN GOOD CONDITION.
 HV1667
 HV1667                          STATION RECOVERY (1991)
 HV1667
 HV1667'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV1667'RECOVERED IN GOOD CONDITION PROJECTING 45 CM IN JONES POINT PARK IN
 HV1667'ALEXANDRIA.  THE TOP OF THE MONUMENT IS DETERIORATNG SO THAT THE REBAR
 HV1667'INSIDE IS EXPOSED.  IT IS 20.47M 071 M (232.9 FT) FROM THE SE CORNER
 HV1667'OF THE FOUNDATION OF THE OLD LIGHTHOUSE, 18.45M 088 M (288.7 FT) FROM
 HV1667'THE NE CORNER OF THE LIGHTHOUSE FOUNDATION, 27.OM 068 M (223.1 FT)
 HV1667'FROM THE OLD DC-VA STONE IN FRONT OF THE LIGHTHOUSE, 63.88M 206 M
 HV1667'(675.9 FT) FROM A LARGE 3 BRANCHED TREE AT THE SOUTH END OF THE SOCCER
 HV1667'FIELDS.  IN QUAD 3807711-20033.
 HV1667
 HV1667                          STATION RECOVERY (1996)
 HV1667
 HV1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1667'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1567 ***********************************************************************
 HU1567  DESIGNATION -  BOUNDARY MON POPE IS CG
 HU1567  PID         -  HU1567
 HU1567  STATE/COUNTY-  VA/ACCOMACK
 HU1567  USGS QUAD   -  WHITTINGTON POINT (1980)
 HU1567
 HU1567                         *CURRENT SURVEY CONTROL
 HU1567  ___________________________________________________________________
 HU1567* NAD 83(1993)-  38 01 37.37487(N)    075 14 45.75195(W)     ADJUSTED  
 HU1567* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 HU1567  ___________________________________________________________________
 HU1567  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 HU1567  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 HU1567
 HU1567  HORZ ORDER  -  SECOND
 HU1567
 HU1567.The horizontal coordinates were established by classical geodetic methods
 HU1567.and adjusted by the National Geodetic Survey in November 1994..
 HU1567
 HU1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1567
 HU1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1567
 HU1567.The geoid height was determined by GEOID03.
 HU1567
 HU1567;                    North         East     Units Scale Factor Converg.
 HU1567;SPC VA S     - 1,192,891.204 3,785,644.852   MT  1.00001158   +1 58 29.7
 HU1567;SPC VA S     - 3,913,677.23 12,420,069.82   sFT  1.00001158   +1 58 29.7
 HU1567;SPC MD       -    41,483.979   553,997.391   MT  1.00005868   +1 06 03.0
 HU1567;SPC MD       -   136,102.02  1,817,573.11   sFT  1.00005868   +1 06 03.0
 HU1567;UTM  18      - 4,208,844.685   478,406.072   MT  0.99960574   -0 09 05.7
 HU1567
 HU1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1567!SPC VA S     -   1.00000556  x   1.00001158  =   1.00001714
 HU1567!SPC MD       -   1.00000556  x   1.00005868  =   1.00006424
 HU1567!UTM  18      -   1.00000556  x   0.99960574  =   0.99961130
 HU1567
 HU1567:                Primary Azimuth Mark                     Grid Az
 HU1567:SPC VA S     -  PETER 2                                  209 00 27.2
 HU1567:SPC MD       -  PETER 2                                  209 52 53.9
 HU1567:UTM  18      -  PETER 2                                  211 08 02.6
 HU1567
 HU1567|---------------------------------------------------------------------|
 HU1567| PID    Reference Object                     Distance      Geod. Az  |
 HU1567|                                                           dddmmss.s |
 HU1567| FW0165 PETER 2                             APPROX.20.9 KM 2105856.9 |
 HU1567|---------------------------------------------------------------------|
 HU1567
 HU1567                          SUPERSEDED SURVEY CONTROL
 HU1567
 HU1567  NAD 83(1993)-  38 01 37.37268(N)    075 14 45.75273(W) AD(       ) 2
 HU1567  NAD 83(1986)-  38 01 37.36679(N)    075 14 45.78988(W) AD(       ) 2
 HU1567  NAD 27      -  38 01 36.92959(N)    075 14 47.10499(W) AD(       ) 2
 HU1567  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 HU1567
 HU1567.Superseded values are not recommended for survey control.
 HU1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1567.See file dsdata.txt to determine how the superseded data were derived.
 HU1567
 HU1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7840608845(NAD 83)
 HU1567_MARKER: X = CHISELED CROSS
 HU1567_SETTING: 0 = UNSPECIFIED SETTING
 HU1567
 HU1567  HISTORY     - Date     Condition        Report By
 HU1567  HISTORY     - 1907     MONUMENTED       CGS
 HU1567  HISTORY     - 1932     GOOD             CGS
 HU1567  HISTORY     - 1933     GOOD             CGS
 HU1567  HISTORY     - 1934     GOOD             CGS
 HU1567  HISTORY     - 1942     GOOD             CGS
 HU1567  HISTORY     - 1958     GOOD             CGS
 HU1567  HISTORY     - 1962     GOOD             CGS
 HU1567  HISTORY     - 1962     GOOD             CGS
 HU1567  HISTORY     - 1966     GOOD             MDSFC
 HU1567  HISTORY     - 1975     GOOD             NGS
 HU1567
 HU1567                          STATION DESCRIPTION
 HU1567
 HU1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (CCY)
 HU1567'ON THE ATLANTIC COAST NEAR OCEAN BEACH, ON THE BOUNDARY LINE
 HU1567'BETWEEN THE STATES OF MARYLAND AND VIRGINIA AND ABOUT 1/4
 HU1567'MILE NNE OF POPE ISLAND LIFE SAVING STATION, ON MARSH AND
 HU1567'SAND LAND ABOUT 230 YARDS NW OF HIGH-WATER MARK, 75 YARDS
 HU1567'W OF TOP OF SAND DUNES ON INNER EDGE OF BEACH, AND ABOUT
 HU1567'50 YARDS NW OF THE LIFE SAVING SERVICE TELEPHONE LINE, WHICH
 HU1567'RUNS ALONG THE BEACH IN THE MIDST OF BUSHES AT THIS POINT.
 HU1567'
 HU1567'STATION IS THE CENTER OF AN OLD GRANITE MONUMENT (SAID TO
 HU1567'HAVE BEEN ESTABLISHED MANY YEARS AGO) WHICH MARKS THE BOUNDARY
 HU1567'BETWEEN MARYLAND AND VIRGINIA.  THE TOP OF THE MONUMENT IS
 HU1567'6 INCHES SQUARE AND PROJECTS 18 INCHES ABOVE THE GROUND.
 HU1567'IT IS MARKED WITH AN E AND W LINE FROM CORNER TO CORNER
 HU1567'AND THE LETTERS M AND V TO INDICATE THE MARYLAND AND VIRGINIA
 HU1567'SIDES, RESPECTIVELY.
 HU1567'
 HU1567'DISTANCES AND AZIMUTHS TO VARIOUS POINTS OF REFERENCE ARE
 HU1567'AS FOLLOWS--LEFT PEAK OF BARN ROOF, 1/4 MILE, S 25 DEG 50 MIN W.
 HU1567'CHIMNEY ON OLD HOUSE ON POPE ISLAND, 3/4 MILE, S 88 DEG 52 MIN W.
 HU1567'PINE TREE IN CUT TOWARD STATION MILL, 1/4 MILE,
 HU1567'N 66 DEG 53 MIN W.  FIRST TELEPHONE POLE FROM END OF BUSHES,
 HU1567'190 YARDS, N 36 DEG 04 MIN E.  FIFTH TELEPHONE POLE FROM END
 HU1567'OF BUSHES, 110 YARDS, N 95 DEG 36 MIN E.  SIXTH TELEPHONE POLE
 HU1567'FROM END OF BUSHES, 52 YARDS, S 76 DEG 43 MIN E.  SEVENTH
 HU1567'TELEPHONE POLE FROM END OF BUSHES (FOURTH FROM LIFE-SAVING
 HU1567'STATION, 88 YARDS, S 76 DEG 42 MIN E.  EIGHTH POLE (SIGNAL
 HU1567'POLE AT LIFE-SAVING STATION), 1/4 MILE, S 17 DEG 14 MIN W.
 HU1567
 HU1567                          STATION RECOVERY (1932)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1567'RECOVERED AN OLD GRANITE MONUMENT 8 INCHES SQUARE AND PROJECTING
 HU1567'ABOUT 18 INCHES ABOVE THE GROUND.  THERE IS AN E AND W GROOVE
 HU1567'IN THE TOP FROM CORNER TO CORNER WITH THE LETTERS M AND V
 HU1567'RESPECTIVELY MARKING THE MARYLAND AND VIRGINIA SIDE OF THE
 HU1567'GROOVE.  THIS MONUMENT WAS NOT ALTERED IN ANY WAY.  DISTANCES
 HU1567'AND AZIMUTH TO BARN ROOF, CHIMNEY, AND TELEPHONE POLES GIVEN
 HU1567'IN 1907 DESCRIPTION WERE NOT MEASURED FOR CHECKS.
 HU1567'
 HU1567'IT CAN NOT BE DEFINITELY ASCERTAINED FROM THE 1932 RECONNAISSANCE
 HU1567'SKETCH AND THE 1907 DESCRIPTION BY C.C.Y. WHETHER THIS STATION
 HU1567'IS CALLED MARYLAND-VIRGINIA OR BOUNDARY IN THE 1907 RECORDS.
 HU1567'IT IS CALLED BOUNDARY (1907) IN THE 1932 RECORDS.
 HU1567'
 HU1567'TWO NEW REFERENCE MARKS MARKED, AS DESCRIBED,
 HU1567'BY STANDARD BRONZE DISKS SET IN CONCRETE, WERE ESTABLISHED.
 HU1567'
 HU1567'BOTH REFERENCE MARKS ARE STAMPED BOUNDARY 1907 IN ADDITION
 HU1567'TO THEIR RESPECTIVE NUMBERS.
 HU1567'
 HU1567'THE STATION IS PROBABLY MOST EASILY ACCESSIBLE BY HIRING
 HU1567'A BOAT IN FRANKLIN CITY, VIRGINIA AND DOCKING AT THE POPE
 HU1567'ISLAND LIFE SAVING STATION DOCK AFTER CROSSING CHINCOTEAGUE
 HU1567'SOUND.
 HU1567
 HU1567                          STATION RECOVERY (1933)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JER)
 HU1567'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 HU1567
 HU1567                          STATION RECOVERY (1934)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1567'STATION AND REFERENCE MARKS (ESTABLISHED BY C.D. MEANEY
 HU1567'IN 1932) RECOVERED IN GOOD CONDITION.  THE DESCRIPTION AS
 HU1567'WRITTEN BY C.D. MEANEY IN 1932 IS ENTIRELY ADEQUATE.
 HU1567
 HU1567                          STATION RECOVERY (1942)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1567'THE STATION IS LOCATED 1/4 MILE NE OF POPE ISLAND COAST GUARD
 HU1567'STATION, IN THE MARSH, IN BRUSH AND DENSE POISON IVY, 57.5
 HU1567'METERS FROM POLE NO. 2006, 51 METERS FROM POLE NO. 2007-1-2, 19
 HU1567'METERS SW OF CORNER OF BRUSH, 82 METERS E OF A CORNER OF
 HU1567'BRUSH, 80 METERS NE OF A GRASSY GLADE IN THE BRUSH AND W
 HU1567'OF AND ON THE EDGE OF A LOW SWAMPY AREA W OF THE LINE OF DUNES.
 HU1567'
 HU1567'STATION IS AN OLD GRANITE MONUMENT 8 INCHES SQUARE AND GROVED
 HU1567'FROM CORNER TO CORNER WITH THE LETTERS M AND V CHISELED UPON
 HU1567'IT AND PROJECTS 18 INCHES ABOVE THE GROUND.
 HU1567'
 HU1567'R.M. NO. 1 IS LOCATED 27.62 FEET SW OF THE STATION, 33.07
 HU1567'FEET FROM R.M. NO. 2.  THE MARK IS A BRONZE DISK REFERENCE
 HU1567'MARK, STAMPED BOUNDARY 1 1932 SET IN A 10-INCH SQUARE CONCRETE
 HU1567'MONUMENT, WHICH EXTENDS TWO INCHES ABOVE GROUND.  THE MARK
 HU1567'IS IN GOOD CONDITION.
 HU1567'
 HU1567'R.M. NO. 2 IS LOCATED 21.60 FEET NW OF THE STATION.  THE
 HU1567'MARK IS A BRONZE DISK REFERENCE MARK, STAMPED BOUNDARY 2
 HU1567'1932 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 HU1567'WHICH EXTENDS 2 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 HU1567'CONDITION.
 HU1567'
 HU1567'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 HU1567'THE U.S.C. AND G.S. PUBLICATION DESCRIPTIONS OF TRIANGULATION
 HU1567'STATIONS, ATLANTIC COAST, CAPE HENLOPEN TO POPE ISLAND, DELAWARE
 HU1567'AND MARYLAND--
 HU1567'
 HU1567'(1) BOTH R.M.S ARE STAMPED BOUNDARY 1932 NOT BOUNDARY 1907.
 HU1567'
 HU1567'(2) R.M. NO. 1 IS 27.62 FEET SW OF THE STATION, NOT 27.50
 HU1567'FEET.
 HU1567
 HU1567                          STATION RECOVERY (1958)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1567'STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND IN GOOD
 HU1567'CONDITION EXCEPT REFERENCE MARK NO. 2 HAD BEEN HIT ON THE
 HU1567'TOP BY SOME SORT OF HEAVY EQUEPTMENT AND CHIPPED THE TOP
 HU1567'AND BENT THE DISK OVER.
 HU1567'
 HU1567'THE STATION IS 4 FT. N OF THE E-W FENCE-LINE, 42 PACES SW
 HU1567'OF BALTIMORE BLVD. AND SOUTH 136 STREET, 50 PACES W OF TELEPHONE
 HU1567'LINE ALONG THE FENCE, 71 PACES SE OF A BRICK CHIMNEY OF
 HU1567'A COTTAGE ON PILING, AND STATION MARK PROJECTS 9 INCHES.
 HU1567'
 HU1567'REFERENCE MARK NO. 1 IS 20.9 FT. S OF E-W FENCE-LINE AND
 HU1567'IS ABOUT 2 INCHES UNDERGROUND.
 HU1567'
 HU1567'REFERENCE MARK NO. 2 IS 10.8 FT. N OF E-W FENCE-LINE AND IS
 HU1567'3 INCHES UNDERGROUND.
 HU1567'
 HU1567'TO REACH FROM FERRY DOCK AT OCEAN BEACH GO EASTERLY FOR 0.4
 HU1567'MILE T ROAD AT OLD NORTH BEACH LIFE SAVING STATION AND INTERSECTION
 HU1567'OF BALTIMORE BLVD. AND NORTH 5 TH STREET.  TURN RIGHT AND GO
 HU1567'SOUTHERLY DOWN BALTIMORE BLVD. FOR 4.2 MILES TO A 2-STORY
 HU1567'GREEN HOUSE ON THE RIGHT.  CONTINUE S FOR 3.3 MILES TO TWO
 HU1567'BRICK MONUMENTS, ONE ON EACH SIDE OF THE ROAD AT SOUTH 81
 HU1567'STREET.  CONTINUE S ON BALTIMORE BLVD. FOR 4.8 MILE TO THE
 HU1567'END OF BLACKTOP ROAD AND STATION.
 HU1567
 HU1567                          STATION RECOVERY (1962)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1567'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED
 HU1567'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 HU1567'FOR, BUT NOT RECOVERED.  A REFERENCE MARK NO. 3 WAS ESTABLISHED
 HU1567'ON THIS DATE.
 HU1567'
 HU1567'THE TO REACH THE STATION IS ADEQUATE.
 HU1567'
 HU1567'REFERENCE MARK 3, A STANDARD DISK STAMPED POPE NO 3 1907,
 HU1567'IS SECURED TO THE TOP OF A 5/8 INCH COPPER-WELL ROD PROJECTING
 HU1567'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 94.0 FEET
 HU1567'NORTH OF POWERLINE POLE NO. Q464, 35.0 FEET WEST OF THE
 HU1567'APPROXIMATE CENTERLINE OF GRAVELED ROAD, 1.5 FEET SOUTHWEST
 HU1567'OF POWERLINE POLE NO. 1942, 0.5 FEET SOUTH OF A STANDARD
 HU1567'METAL WITNESS POST AND MARKER AND IS ABOUT 12 INCHES ABOVE
 HU1567'THE STATION MARK.
 HU1567'
 HU1567'HEIGHT OF LIGHT ABOVE STATION MARK 19.00 METERS.
 HU1567
 HU1567                          STATION RECOVERY (1962)
 HU1567
 HU1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1567'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 HU1567'CONDITION.  THE TOP OF REFERENCE MARK NO. 2 WAS BROKEN.  THE
 HU1567'BASE OF THE MONUMENT APPEARS TO BE IN ITS ORIGINAL POSITION.
 HU1567'THE 1958 DESCRIPTION BY J.A.W. IS ADEQUATE AND COMPLETE
 HU1567'FOR FUTURE RECOVERY.
 HU1567
 HU1567                          STATION RECOVERY (1966)
 HU1567
 HU1567'RECOVERY NOTE BY MARYLAND SHELL FISHERIES COMMISSION 1966 (GEH)
 HU1567'STATION FOUND IN GOOD CONDITION.  A STEEL WITNESS POST IS
 HU1567'E OF STATION.
 HU1567
 HU1567                          STATION RECOVERY (1975)
 HU1567
 HU1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1567'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE A 6 INCH
 HU1567'SQUARE GRANITE MONUMENT, WITH A EAST-WEST LINE ENGRAVED OUT FROM
 HU1567'CORNER TO CORNER, WITH THE LETTERS M AND V ENGRAVED ON EACH SIDE OF
 HU1567'THE LINE.  THIS MARK WAS FOUND TO BE 91.4 FEET WESTERLY OF POWER
 HU1567'POLE NO. Q 464, 112.5 FEET SOUTH OF THE CENTER LINE OF A SAND TRACK
 HU1567'LEADING WEST TO A HOUSE, 6.8 FEET NORTH OF A EAST-WEST FENCE
 HU1567'LINE, 8 INCHES EAST OF A STEEL WITNESS POST AND THE MARK IS ABOUT
 HU1567'2 INCHES BELOW THE SAND LEVEL.
 HU1567'
 HU1567'NOTICE IN THE 1962 BOX SCORE, POPE ISLAND COAST GUARD STATION SMALL
 HU1567'MAST, POPE ISLAND COAST GUARD STATION TALL MAST, POPE ISLAND COAST
 HU1567'GUARD STATION CUPOLA, ALL INTERSECTION HAVE BEEN DESTROYED.
 HU1567'
 HU1567'REFERENCE MARK NO 1 WAS NOT RECOVERED BY ME AT THIS TIME.
 HU1567'
 HU1567'REFERENCE MARK NO 3 WAS RECOVERED BY ME.  IT WAS FOUND TO BE A ROD
 HU1567'MARK AND NOW IT IS PROJECTING 4 FEET.  IT WAS FOUND TO BE 69.4 FEET
 HU1567'WEST SOUTHWEST OF POWER POLE NO. Q 463, 14 FEET WEST OF THE WEST
 HU1567'EDGE OF OLD PAVEMENT THAT USED TO BE BALTIMORE BLVD., AT THIS TIME A
 HU1567'STEEL WITNESS POST WAS SET JUST ON THE SOUTH EDGE OF THIS ROAD MARK
 HU1567'AND THE ROD ATTACHED TO THIS WITNESS POST AND SIGN.
 HU1567'
 HU1567'THIS STATION SITE IS ON PROPERTY OWNED BY THE U S GOVERNMENT AND IT
 HU1567'IS MANAGED BY THE ASSATEAGUE NATIONAL SEASHORE AND PARK SERVICE.
 HU1567'THIS OFFICE IS LOCATED ABOUT 16 MILES NORTH NORTHEAST OF THE
 HU1567'STATION SITE.  PERMISSION IS REQUIRED AND PERHAPS A KEY WILL
 HU1567'BE NEEDED.
 HU1567'
 HU1567'TO REACH THE STATION FROM ABOUT 6 MILES SOUTHEAST OF THE TOWN OF
 HU1567'BERLIN, AT THE ASSATEAGUE ISLAND NATIONAL SEASHORE AND PARK SERVICE
 HU1567'OFFICE, GO SOUTHEAST FOLLOWING STATE ROAD 611 OVER A CONCRETE
 HU1567'BRIDGE OVER THE SINEPUXENT BAY INLET FOR 1.2 MILES TO A SIDE ROAD
 HU1567'ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 2.6 MILES TO A
 HU1567'RANGER GUARD SHELTER IN THE CENTER OF THE ROAD.  FROM HERE ON A
 HU1567'FOUR WHEEL DRIVE VEHICLE SHOULD BE USED.  CONTINUE ON
 HU1567'SOUTHERLY FOR 8.7 MILES TO WHERE TWO PILLARS ARE ON EACH SIDE OF
 HU1567'THE SAND TRACK ROAD.  THIS IS ABOUT 0.25 MILE SOUTH OF STATION
 HU1567'GREEN RUN 1958.  CONTINUE ON SOUTHERLY FOR 5.2 MILES TO A
 HU1567'LOCKED STEEL GATE AHEAD AND THE STATION MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1606 ***********************************************************************
 HU1606  DESIGNATION -  BOUNDARY MON POPE IS MD VA
 HU1606  PID         -  HU1606
 HU1606  STATE/COUNTY-  VA/ACCOMACK
 HU1606  USGS QUAD   -  BOXIRON (1980)
 HU1606
 HU1606                         *CURRENT SURVEY CONTROL
 HU1606  ___________________________________________________________________
 HU1606* NAD 83(1993)-  38 01 34.35726(N)    075 15 22.65939(W)     ADJUSTED  
 HU1606* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HU1606  ___________________________________________________________________
 HU1606  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 HU1606  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 HU1606
 HU1606  HORZ ORDER  -  THIRD
 HU1606
 HU1606.The horizontal coordinates were established by classical geodetic methods
 HU1606.and adjusted by the National Geodetic Survey in November 1994..
 HU1606
 HU1606.The orthometric height was scaled from a topographic map.
 HU1606
 HU1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1606
 HU1606.The geoid height was determined by GEOID03.
 HU1606
 HU1606;                    North         East     Units Scale Factor Converg.
 HU1606;SPC VA S     - 1,192,767.246 3,784,748.438   MT  1.00001141   +1 58 07.3
 HU1606;SPC VA S     - 3,913,270.54 12,417,128.83   sFT  1.00001141   +1 58 07.3
 HU1606;SPC MD       -    41,373.706   553,099.147   MT  1.00005890   +1 05 39.9
 HU1606;SPC MD       -   135,740.23  1,814,626.12   sFT  1.00005890   +1 05 39.9
 HU1606;UTM  18      - 4,208,754.111   477,506.040   MT  0.99960623   -0 09 28.4
 HU1606
 HU1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1606!SPC VA S     -   1.00000575  x   1.00001141  =   1.00001716
 HU1606!SPC MD       -   1.00000575  x   1.00005890  =   1.00006465
 HU1606!UTM  18      -   1.00000575  x   0.99960623  =   0.99961198
 HU1606
 HU1606:                Primary Azimuth Mark                     Grid Az
 HU1606:SPC VA S     -  MILL                                     294 09 14.4
 HU1606:SPC MD       -  MILL                                     295 01 41.8
 HU1606:UTM  18      -  MILL                                     296 16 50.1
 HU1606
 HU1606|---------------------------------------------------------------------|
 HU1606| PID    Reference Object                     Distance      Geod. Az  |
 HU1606|                                                           dddmmss.s |
 HU1606| HU1611 MILL                                APPROX. 7.0 KM 2960721.7 |
 HU1606|---------------------------------------------------------------------|
 HU1606
 HU1606                          SUPERSEDED SURVEY CONTROL
 HU1606
 HU1606  NAD 83(1993)-  38 01 34.35510(N)    075 15 22.66027(W) AD(       ) 3
 HU1606  NAD 83(1986)-  38 01 34.34939(N)    075 15 22.69712(W) AD(       ) 3
 HU1606  NAD 27      -  38 01 33.91174(N)    075 15 24.01253(W) AD(       ) 3
 HU1606
 HU1606.Superseded values are not recommended for survey control.
 HU1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1606.See file dsdata.txt to determine how the superseded data were derived.
 HU1606
 HU1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7750608754(NAD 83)
 HU1606_MARKER: V = STONE MONUMENT
 HU1606_SETTING: 0 = UNSPECIFIED SETTING
 HU1606
 HU1606  HISTORY     - Date     Condition        Report By
 HU1606  HISTORY     - 1907     MONUMENTED       CGS
 HU1606  HISTORY     - 1934     GOOD             CGS
 HU1606  HISTORY     - 1942     GOOD             CGS
 HU1606  HISTORY     - 1962     GOOD             CGS
 HU1606  HISTORY     - 1966     GOOD             MDSFC
 HU1606  HISTORY     - 1967     GOOD             CGS
 HU1606
 HU1606                          STATION DESCRIPTION
 HU1606
 HU1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (CCY)
 HU1606'ON THE WESTERN SIDE OF POPE BAY AND EASTERN SIDE OF POPE
 HU1606'ISLAND, ABOUT 1/4 MILE NE OF ITS SOUTHERN EXTREMITY, AND
 HU1606'ON THE BOUNDARY BETWEEN MARYLAND AND VIRGINIA.  ON HARD LAND
 HU1606'3 FEET ABOVE HIGH-WATER MARK, ABOUT 10 YARDS W OF SHORE, 85
 HU1606'YARDS S OF AN OLD HOUSE, AND 10 YARDS E OF BUSHES.  STATION
 HU1606'IS CENTER OF AN OLD GRANITE MONUMENT PROJECTING 18 INCHES ABOVE
 HU1606'GROUND AND MARKING THE STATE BOUNDARY.  THE TOP OF THE MONUMENT
 HU1606'IS DRESSED TO A 6-INCH SQUARE, AND AN E AND W LINE CUT FROM
 HU1606'CORNER TO CORNER, WITH LETTERS M AND V TO INDICATE THE
 HU1606'MARYLAND AND VIRGINIA SIDES OF THE BOUNDARY, RESPECTIVELY.
 HU1606'DISTANCES AND AZIMUTHS TO VARIOUS POINTS OF REFERENCE ARE
 HU1606'AS FOLLOWS-- CENTER OF SMALL ISLAND, 1/4 MILE, S 27 DEG W.
 HU1606'TANGENT OF POPE ISLAND, 1/4 MILE, S 39 DEG 52 MIN W. TWO
 HU1606'LARGE PINES, 1/4 MILE, S 65 DEG 21 MIN W.  LEFT OF BUSHES, 10
 HU1606'YARDS, N 61 DEG W.  NEAR CORNER OF OLD HOUSE, 85 YARDS,
 HU1606'N 29 DEG 38 MIN E. POINT OF LAND NEAR LIFE-SAVING-STATION WHARF, 1/4
 HU1606'MILE,  N 82 DEG 36 MIN E.  DRILL POLE NEAR
 HU1606'LIFE-SAVING-STATION, 1/2 MILE, S 78 DEG 17 MIN E.  RIGHT TANGENT
 HU1606'OF SHANTY, 3/4 MILE, S 58 DEG 14 MIN E.  RIGHT TANGENT OF
 HU1606'BOATHOUSE, 1/4 MILE, S 33 DEG 24 MIN E.
 HU1606
 HU1606                          STATION RECOVERY (1934)
 HU1606
 HU1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1606'STATION RECOVERED IN EXCELLENT CONDITION AS DESCRIBED.  ORIGINAL
 HU1606'DESCRIPTION IS ADEQUATE.
 HU1606
 HU1606                          STATION RECOVERY (1942)
 HU1606
 HU1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1606'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 HU1606'THE U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 HU1606'OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO
 HU1606'CAPE CHARLES, VIRGINIA--
 HU1606'
 HU1606'(1) DELETE 85 YARDS S OF THE SITE OF AN OLD HOUSE.  THE HOUSE
 HU1606'IS NOW DESTROYED.
 HU1606'
 HU1606'(2) IN HEAVY BRUSH, NOT 10 YARDS E OF BUSHES.
 HU1606'
 HU1606'THE STATION IS LOCATED ON THE WESTERN SIDE OF POPE BAY AND THE
 HU1606'EASTERN SIDE OF POPE ISLAND, ABOUT 1/4 MILE NE OF ITS SOUTHERN
 HU1606'EXTREMITY, AND ON THE BOUNDARY BETWEEN MARYLAND AND VIRGINIA, IN
 HU1606'VERY HEAVY BRUSH AND POISON IVY, 10 METERS W OF A SMALL
 HU1606'SHELL PILE 1 METER FROM SHORE, 49.3 METERS SW OF A SMALL
 HU1606'WATER HOLE SURROUNDED BY HEAVY BRUSH, AND 53.8 METERS
 HU1606'NE OF A POINT ON SHORE S OF TWO SMALL SHELL HEAPS.
 HU1606'
 HU1606'THE STATION IS THE CENTER OF AN OLD GRANITE MONUMENT DRESSED
 HU1606'TO A 6-INCH SQUARE AND AN E-AND-W LINE CUT FROM CORNER TO
 HU1606'CORNER WITH LETTERS M AND V ON PROPER SIDES TO INDICATE THE
 HU1606'STATE BOUNDARY.  THE MONUMENT PROJECTS 18 INCHES ABOVE THE
 HU1606'GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1606
 HU1606                          STATION RECOVERY (1962)
 HU1606
 HU1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1606'THE STATION IS LOCATED ON THE WESTERN SIDE OF POPE BAY AND
 HU1606'THE EASTERN SIDE OF POPE ISLAND, ABOUT 1/4 MILE NE OF ITS
 HU1606'SOUTHERN EXTREMITY, AND ON THE BOUNDARY BETWEEN MARYLAND AND
 HU1606'VIRGINIA IN VERY HEAVY BRUSH AND POISON IVY, 10 METERS W OF
 HU1606'A SMALL SHELL PILE, 8 METERS FROM SHORE, 49.3 METERS SW OF A
 HU1606'SMALL WATER HOLE SURROUNDED BY HEAVY BRUSH, AND 53.8 METERS NE
 HU1606'OF A POINT ON SHORE S OF TWO SMALL SHELL HEAPS.
 HU1606'
 HU1606'THE STATION IS THE CENTER OF AN OLD GRANITE MONUMENT DRESSED TO A
 HU1606'6-INCH SQUARE AND AN EAST-WEST LINE CUT FROM CORNER TO CORNER
 HU1606'WITH LETTERS M AND V ON PROPER SIDES TO INDICATE THE STATE
 HU1606'BOUNDARY.  THE MONUMENT PROJECTS 18 INCHES ABOVE THE GROUND.
 HU1606'A 4 X 4 POST 8 FOOT HIGH WAS FOUND BESIDE THE STATION.  THE
 HU1606'STATION IS IN GOOD CONDITION.
 HU1606
 HU1606                          STATION RECOVERY (1966)
 HU1606
 HU1606'RECOVERY NOTE BY MARYLAND SHELL FISHERIES COMMISSION 1966 (GEH)
 HU1606'STATION FOUND IN GOOD CONDITION.  A 4 X 4 WOOD WITNESS POST
 HU1606'IS W OF STATION.
 HU1606
 HU1606                          STATION RECOVERY (1967)
 HU1606
 HU1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 HU1606'THE STATION RECOVERED AND USED IS BOUNDARY MONUMENT, POPE
 HU1606'ISLAND LIFE SAVING STATION (MD. AND VA.) 1907.  IT IS NOT
 HU1606'BOUNDARY MONUMENT, POPE ISLAND 1907, AS DESCRIBED BY R.W.
 HU1606'TOMLINSON IN 1962.
 HU1606'
 HU1606'THE R.M. 3 STAMPED POPE NO. 3 WAS RECOVERED AND THE DISTANCE
 HU1606'AND DIRECTION TO IT WAS CHECKED.  ALSO THE ANGLE SHOWN BETWEEN
 HU1606'R.M. 3 AND THE POPE ISLAND COAST GUARD STATION CUPOLA WAS
 HU1606'REMEASURED AND CHECKS THE ANGLE SHOWN BY R.W. TOMLINSON IN
 HU1606'1962.
 HU1606'
 HU1606'R.M. 1 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0578 ***********************************************************************
 FZ0578  DESIGNATION -  BOUNDARY MONUMENT
 FZ0578  PID         -  FZ0578
 FZ0578  STATE/COUNTY-  VA/WYTHE
 FZ0578  USGS QUAD   -  SYLVATUS (1983)
 FZ0578
 FZ0578                         *CURRENT SURVEY CONTROL
 FZ0578  ___________________________________________________________________
 FZ0578* NAD 83(1986)-  36 50 54.     (N)    080 51 23.     (W)     SCALED    
 FZ0578* NAVD 88     -       613.407  (meters)    2012.49   (feet)  ADJUSTED  
 FZ0578  ___________________________________________________________________
 FZ0578  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FZ0578  DYNAMIC HT  -         612.838 (meters)    2010.62  (feet)  COMP
 FZ0578  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 FZ0578
 FZ0578  VERT ORDER  -  SECOND    CLASS 0
 FZ0578
 FZ0578.The horizontal coordinates were scaled from a topographic map and have
 FZ0578.an estimated accuracy of +/- 6 seconds.
 FZ0578
 FZ0578.The orthometric height was determined by differential leveling
 FZ0578.and adjusted by the National Geodetic Survey in June 1991..
 FZ0578
 FZ0578.The geoid height was determined by GEOID03.
 FZ0578
 FZ0578.The dynamic height is computed by dividing the NAVD 88
 FZ0578.geopotential number by the normal gravity value computed on the
 FZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0578.degrees latitude (g = 980.6199 gals.).
 FZ0578
 FZ0578.The modeled gravity was interpolated from observed gravity values.
 FZ0578
 FZ0578;                    North         East    Units  Estimated Accuracy
 FZ0578;SPC VA S     - 1,059,780.    3,289,860.      MT  (+/- 180 meters Scaled)
 FZ0578
 FZ0578                          SUPERSEDED SURVEY CONTROL
 FZ0578
 FZ0578  NGVD 29 (??/??/92)  613.529  (m)         2012.89   (f) ADJ UNCH    2 0
 FZ0578
 FZ0578.Superseded values are not recommended for survey control.
 FZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0578.See file dsdata.txt to determine how the superseded data were derived.
 FZ0578
 FZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA128780(NAD 83)
 FZ0578_MARKER: Z = SEE DESCRIPTION
 FZ0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0578_SP_SET: MONUMENT
 FZ0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0578+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 FZ0578
 FZ0578  HISTORY     - Date     Condition        Report By
 FZ0578  HISTORY     - UNK      MONUMENTED       VADH
 FZ0578  HISTORY     - 1963     GOOD             NGS
 FZ0578  HISTORY     - 20060901 GOOD             GEOCAC
 FZ0578
 FZ0578                          STATION DESCRIPTION
 FZ0578
 FZ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0578'0.1 MI S FROM POPLAR CAMP.
 FZ0578'0.1 MILE SOUTH ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF U.S.
 FZ0578'HIGHWAY 52 AND STATE HIGHWAY 69 IN POPLAR CAMP.  THE HIGH POINT
 FZ0578'ON THE SOUTHWEST CORNER OF AN 8 BY 8 INCH STONE BOUNDARY MONUMENT
 FZ0578'PROJECTING 2 FEET ABOVE THE GROUND WAS HELD.  THE MARK IS AT
 FZ0578'THE COUNTY LINE, 21 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 FZ0578'52 AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FZ0578
 FZ0578                          STATION RECOVERY (2006)
 FZ0578
 FZ0578'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 FZ0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0523 ***********************************************************************
 HU0523  DESIGNATION -  BOUNDARY MONUMENT
 HU0523  PID         -  HU0523
 HU0523  STATE/COUNTY-  VA/ACCOMACK
 HU0523  USGS QUAD   -  POCOMOKE CITY (1980)
 HU0523
 HU0523                         *CURRENT SURVEY CONTROL
 HU0523  ___________________________________________________________________
 HU0523* NAD 83(1986)-  38 00 03.     (N)    075 32 25.     (W)     SCALED    
 HU0523* NAVD 88     -         7.295  (meters)      23.93   (feet)  ADJUSTED  
 HU0523  ___________________________________________________________________
 HU0523  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 HU0523  DYNAMIC HT  -           7.290 (meters)      23.92  (feet)  COMP
 HU0523  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HU0523
 HU0523  VERT ORDER  -  FIRST     CLASS I
 HU0523
 HU0523.The horizontal coordinates were scaled from a topographic map and have
 HU0523.an estimated accuracy of +/- 6 seconds.
 HU0523
 HU0523.The orthometric height was determined by differential leveling
 HU0523.and adjusted by the National Geodetic Survey in June 1991..
 HU0523
 HU0523.The geoid height was determined by GEOID03.
 HU0523
 HU0523.The dynamic height is computed by dividing the NAVD 88
 HU0523.geopotential number by the normal gravity value computed on the
 HU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0523.degrees latitude (g = 980.6199 gals.).
 HU0523
 HU0523.The modeled gravity was interpolated from observed gravity values.
 HU0523
 HU0523;                    North         East    Units  Estimated Accuracy
 HU0523;SPC VA S     - 1,189,130.    3,759,920.      MT  (+/- 180 meters Scaled)
 HU0523
 HU0523                          SUPERSEDED SURVEY CONTROL
 HU0523
 HU0523  NGVD 29 (??/??/??)    7.544  (m)           24.75   (f) ADJUSTED    1 1
 HU0523
 HU0523.Superseded values are not recommended for survey control.
 HU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0523.See file dsdata.txt to determine how the superseded data were derived.
 HU0523
 HU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH525060(NAD 83)
 HU0523_MARKER: Z = SEE DESCRIPTION
 HU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0523_STAMPING: 1883
 HU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0523+STABILITY: SURFACE MOTION
 HU0523
 HU0523  HISTORY     - Date     Condition        Report By
 HU0523  HISTORY     - 1883     MONUMENTED       RBNF
 HU0523  HISTORY     - 1963     GOOD             CGS
 HU0523  HISTORY     - 1972     GOOD             NGS
 HU0523
 HU0523                          STATION DESCRIPTION
 HU0523
 HU0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0523'1.8 MI N FROM NEW CHURCH.
 HU0523'1.55 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 HU0523'OF SECONDARY STATE HIGHWAY 709 AT NEW CHURCH, THENCE 0.25 MILE
 HU0523'EAST ALONG A BLACK TOP ROAD, ABOUT 100 YARDS EAST OF THE INTERSECTION
 HU0523'OF U.S. HIGHWAY 13, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 HU0523'EXTENDING WEST AND SOUTHEAST, 24 FEET NORTH OF CENTER LINE OF
 HU0523'ROAD, 1 1/2 FEET ABOVE LEVEL OF ROAD, AND IS A GRANITE POST ABOUT
 HU0523'1-FOOT BY 1 1/2-FEET AND PROJECTING 2 1/2 FEET ABOVE LEVEL OF
 HU0523'GROUND WITH THE DATE 1883 CHISELED ON THE TOP SURFACE.
 HU0523'CENTER OF TOP OF MONUMENT.
 HU0523
 HU0523                          STATION RECOVERY (1972)
 HU0523
 HU0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HU0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3619 ***********************************************************************
 GV3619  DESIGNATION -  BOUNDARY MONUMENT 1 1929
 GV3619  PID         -  GV3619
 GV3619  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3619  USGS QUAD   -  SMITH POINT (1973)
 GV3619
 GV3619                         *CURRENT SURVEY CONTROL
 GV3619  ___________________________________________________________________
 GV3619* NAD 83(1993)-  37 53 11.15762(N)    076 14 13.72227(W)     ADJUSTED  
 GV3619* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3619  ___________________________________________________________________
 GV3619  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GV3619  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV3619
 GV3619  HORZ ORDER  -  THIRD
 GV3619
 GV3619.The horizontal coordinates were established by classical geodetic methods
 GV3619.and adjusted by the National Geodetic Survey in November 1994..
 GV3619
 GV3619.The orthometric height was scaled from a topographic map.
 GV3619
 GV3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3619
 GV3619.The geoid height was determined by GEOID03.
 GV3619
 GV3619;                    North         East     Units Scale Factor Converg.
 GV3619;SPC VA S     - 1,174,745.662 3,699,036.451   MT  0.99998634   +1 22 24.2
 GV3619;SPC VA S     - 3,854,144.73 12,135,922.09   sFT  0.99998634   +1 22 24.2
 GV3619;UTM  18      - 4,193,935.922   391,212.578   MT  0.99974576   -0 45 35.3
 GV3619
 GV3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3619!SPC VA S     -   1.00000565  x   0.99998634  =   0.99999199
 GV3619!UTM  18      -   1.00000565  x   0.99974576  =   0.99975141
 GV3619
 GV3619                          SUPERSEDED SURVEY CONTROL
 GV3619
 GV3619  NAD 83(1993)-  37 53 11.16150(N)    076 14 13.72954(W) AD(       ) 3
 GV3619  NAD 83(1986)-  37 53 11.16086(N)    076 14 13.74268(W) AD(       ) 3
 GV3619  NAD 27      -  37 53 10.72100(N)    076 14 14.95700(W) AD(       ) 3
 GV3619
 GV3619.Superseded values are not recommended for survey control.
 GV3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3619.See file dsdata.txt to determine how the superseded data were derived.
 GV3619
 GV3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG9121393936(NAD 83)
 GV3619_MARKER: DU = BOUNDARY MARKER
 GV3619_SETTING: 0 = UNSPECIFIED SETTING
 GV3619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3619
 GV3619  HISTORY     - Date     Condition        Report By
 GV3619  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3619  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3619  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3619
 GV3619                          STATION DESCRIPTION
 GV3619
 GV3619'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3619'STATION IS ON THE S SHORE OF THE POTOMAC RIVER, AT SMITHS
 GV3619'POINT.  THE LAST POINT OF THE EASTWARD THAT WILL SEE THE BARE
 GV3619'BAR AT THE MOUTH OF THE LITTLE WICOMICO RIVER.  THE MARK IS
 GV3619'SET IN A BIGHT IN THE TREES, WHICH ARE SCRUBBY PINES, AND IS
 GV3619'APPROXIMATELY 26 YARDS FROM THE HIGH-WATER MARK.  THE MARK IS
 GV3619'THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION
 GV3619'(SEE DESCRIPTION BELOW FOR THE STANDARD MARK).  IT IS 10 INCHES
 GV3619'SQUARE ON TOP, AND PROJECTS 1-1/2 FEET ABOVE THE GROUND.
 GV3619'A TABLET STAMPED VIRGINIA-MARYLAND BOUNDARY COMMISSION IS
 GV3619'EMBEDDED IN THE TOP OF THE CONCRETE, WHICH IS THE MATERIAL
 GV3619'OF WHICH THE MARK IS MADE.  THERE IS NO REFERENCE MARK.
 GV3619'
 GV3619'THE POINT IS POORLY LOCATED FOR A TRIANGULATION STATION.
 GV3619'
 GV3619'NOTE--STANDARD MARK OF THE BOUNDARY COMMISSION.
 GV3619'
 GV3619'THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION CONSISTS
 GV3619'OF A PRE-CAST CONCRETE PYRAMID, REINFORCED, WITH HOOKS FOR
 GV3619'BONDING WITH BASE, IN THE TOP OF WHICH IS SET A BRONZE CAP,
 GV3619'LETTERED WITH THE NAME VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 GV3619'WITH OTHER LETTERING.  THE NUMBER OF THE MONUMENT, TOGETHER
 GV3619'WITH THE AZIMUTH AND DISTANCE TO THE BOUNDARY ARE STAMPED ON
 GV3619'EACH MONUMENT.
 GV3619'
 GV3619'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 GV3619
 GV3619                          STATION RECOVERY (1943)
 GV3619
 GV3619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3619'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE POINT MENTIONED
 GV3619'IS VERY SANDY AND APPEARS TO BE SHIFTING AT THE PRESENT TIME.
 GV3619'THE STATION HAS APPARENTLY BEEN COVERED UP BY SAND OR
 GV3619'WASHED AWAY.
 GV3619'
 GV3619'IT IS RECOMMENDED THAT STATION BE CONSIDERED LOST.
 GV3619
 GV3619                          STATION RECOVERY (2002)
 GV3619
 GV3619'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6532 ***********************************************************************
 HV6532  DESIGNATION -  BOUNDARY MONUMENT 11 1929
 HV6532  PID         -  HV6532
 HV6532  STATE/COUNTY-  VA/NORTHUMBERLAND
 HV6532  USGS QUAD   -  ST GEORGE ISLAND (1987)
 HV6532
 HV6532                         *CURRENT SURVEY CONTROL
 HV6532  ___________________________________________________________________
 HV6532* NAD 83(1993)-  38 00 57.68320(N)    076 28 25.28938(W)     ADJUSTED  
 HV6532* NAVD 88     -         2.73   (+/-2cm)       9.0    (feet)  VERTCON   
 HV6532  ___________________________________________________________________
 HV6532  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 HV6532  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 HV6532
 HV6532  HORZ ORDER  -  THIRD
 HV6532  VERT ORDER  -  THIRD ? (See Below)
 HV6532
 HV6532.The horizontal coordinates were established by classical geodetic methods
 HV6532.and adjusted by the National Geodetic Survey in November 1994..
 HV6532
 HV6532.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV6532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV6532.The vertical order pertains to the NGVD 29 superseded value.
 HV6532
 HV6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6532
 HV6532.The geoid height was determined by GEOID03.
 HV6532
 HV6532;                    North         East     Units Scale Factor Converg.
 HV6532;SPC VA S     - 1,188,653.612 3,677,924.938   MT  1.00000938   +1 13 47.3
 HV6532;SPC VA S     - 3,899,774.39 12,066,658.73   sFT  1.00000938   +1 13 47.3
 HV6532;SPC VA N     - 2,040,741.548 3,677,923.036   MT  1.00000310   +1 15 52.8
 HV6532;SPC VA N     - 6,695,332.90 12,066,652.49   sFT  1.00000310   +1 15 52.8
 HV6532;UTM  18      - 4,208,617.552   370,638.503   MT  0.99980611   -0 54 27.9
 HV6532
 HV6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6532!SPC VA S     -   1.00000503  x   1.00000938  =   1.00001441
 HV6532!SPC VA N     -   1.00000503  x   1.00000310  =   1.00000813
 HV6532!UTM  18      -   1.00000503  x   0.99980611  =   0.99981114
 HV6532
 HV6532:                Primary Azimuth Mark                     Grid Az
 HV6532:SPC VA S     -  BOUNDARY MONUMENT 13 S                   309 11 39.6
 HV6532:SPC VA N     -  BOUNDARY MONUMENT 13 S                   309 09 34.1
 HV6532:UTM  18      -  BOUNDARY MONUMENT 13 S                   311 19 54.8
 HV6532
 HV6532|---------------------------------------------------------------------|
 HV6532| PID    Reference Object                     Distance      Geod. Az  |
 HV6532|                                                           dddmmss.s |
 HV6532| HV6887 BOUNDARY MONUMENT 13 S              APPROX. 4.9 KM 3102526.9 |
 HV6532|---------------------------------------------------------------------|
 HV6532
 HV6532                          SUPERSEDED SURVEY CONTROL
 HV6532
 HV6532  NAD 83(1993)-  38 00 57.68170(N)    076 28 25.29151(W) AD(       ) 3
 HV6532  NAD 83(1986)-  38 00 57.68418(N)    076 28 25.30502(W) AD(       ) 3
 HV6532  NAD 27      -  38 00 57.23500(N)    076 28 26.49600(W) AD(       ) 3
 HV6532  NGVD 29 (07/19/86)    2.99   (m)            9.8    (f) LEVELING    3  
 HV6532
 HV6532.Superseded values are not recommended for survey control.
 HV6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6532.See file dsdata.txt to determine how the superseded data were derived.
 HV6532
 HV6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7063908618(NAD 83)
 HV6532_MARKER: Z = SEE DESCRIPTION
 HV6532_SETTING: 0 = UNSPECIFIED SETTING
 HV6532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6532
 HV6532  HISTORY     - Date     Condition        Report By
 HV6532  HISTORY     - 1929     MONUMENTED       CGS
 HV6532  HISTORY     - 1941     GOOD             CGS
 HV6532  HISTORY     - 1942     GOOD             CGS
 HV6532  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6532  HISTORY     - 1943     POOR             CGS
 HV6532  HISTORY     - 1960     SEE DESCRIPTION  CGS
 HV6532  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 HV6532
 HV6532                          STATION DESCRIPTION
 HV6532
 HV6532'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV6532'THE MARK WAS PLACED ON THE NORTHERNMOST POINT OF HOG ISLAND,
 HV6532'ON THE HIGHEST GROUND IN THE VICINITY, WHICH IS JUST BACK
 HV6532'OF SEVERAL, SMALL SALT BUSHES, ABOUT 20 YARDS FROM THE END
 HV6532'OF THE POINT.  MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV6532'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1
 HV6532'FOR THE STANDARD MARK).  THERE IS NO REFERENCE MARK.  THE
 HV6532'PROXIMITY OF STATION HOG MINIMIZES ITS VALUE AS A TRIANGULATION
 HV6532'STATION.
 HV6532
 HV6532                          STATION RECOVERY (1941)
 HV6532
 HV6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (TMP)
 HV6532'MARK WAS RECOVERED.  IT IS NOW WASHED BY WATER AT HIGH TIDE.
 HV6532'SURFACE MARK DOES NOT FEEL SOLID IN THE GROUND AND CAN BE
 HV6532'SHAKEN VERY SLIGHTLY.  IT WILL PROBABLY SOON BE LOST.  THERE
 HV6532'HAVE BEEN GREAT SHORE LINE CHANGES ON HOG ISLAND.
 HV6532
 HV6532                          STATION RECOVERY (1942)
 HV6532
 HV6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (TMP)
 HV6532'RECOVERED.  THE SHORE HAS BUILT UP SINCE 1941 AT THIS PLACE,
 HV6532'SO THAT THE MARK IS NOT IN AS MUCH DANGER AS A YEAR AGO
 HV6532'OF BEING WASHED OUT.  THE SHORELINE IS SUBJECT TO FREQUENT
 HV6532'LARGE CHANGES.  AT THE PRESENT TIME HOG ISLAND IS CONNECTED
 HV6532'BY A SAND BEACH AND MARSH LAND TO THE MAINLAND.  THE STATION
 HV6532'WAS REACHED BY DRIVING TO STATION NAVY, 1941 AND WALKING
 HV6532'ALONG THE BEACH DOWNSTREAM TO THE EXTREME NE POINT OF THE
 HV6532'FORMER HOG ISLAND.
 HV6532
 HV6532                          STATION RECOVERY (1942)
 HV6532
 HV6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6532'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR 1-1/2
 HV6532'HOURS, BUT NO TRACE OF IT COULD BE FOUND.  IT IS RECOMMENDED
 HV6532'THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6532
 HV6532                          STATION RECOVERY (1943)
 HV6532
 HV6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 HV6532'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN POOR CONDITION.
 HV6532'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE POINT
 HV6532'IS WASHING BADLY, LEAVING THE ENTIRE CONCRETE POST AND ABOUT
 HV6532'1 FOOT OF THE BARREL BASE ABOVE THE SAND.  THE STATION WILL
 HV6532'PROBABLY WASH AWAY DURING THE WINTER MONTHS, AS THIS POINT
 HV6532'IS UNPROTECTED FROM STORMY WEATHER.
 HV6532
 HV6532                          STATION RECOVERY (1960)
 HV6532
 HV6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6532'THE STATION WAS FOUND APPROXIMATELY THIRTY FEET OFF SHORE OF THE
 HV6532'MHWL IN ABOUT TWO FEET OF WATER.  THE DISK COULD NOT BE REMOVED
 HV6532'BY THIS PARTY DUE TO THE WEIGHT OF THE MONUMENT.
 HV6532
 HV6532                          STATION RECOVERY (2002)
 HV6532
 HV6532'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 HV6532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6853 ***********************************************************************
 HV6853  DESIGNATION -  BOUNDARY MONUMENT 17 RESET
 HV6853  PID         -  HV6853
 HV6853  STATE/COUNTY-  VA/WESTMORELAND
 HV6853  USGS QUAD   -  PINEY POINT (1980)
 HV6853
 HV6853                         *CURRENT SURVEY CONTROL
 HV6853  ___________________________________________________________________
 HV6853* NAD 83(1993)-  38 07 50.65898(N)    076 36 18.73521(W)     ADJUSTED  
 HV6853* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6853  ___________________________________________________________________
 HV6853  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 HV6853  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 HV6853
 HV6853  HORZ ORDER  -  THIRD
 HV6853
 HV6853.The horizontal coordinates were established by classical geodetic methods
 HV6853.and adjusted by the National Geodetic Survey in November 1994..
 HV6853
 HV6853.The orthometric height was scaled from a topographic map.
 HV6853
 HV6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6853
 HV6853.The geoid height was determined by GEOID03.
 HV6853
 HV6853;                    North         East     Units Scale Factor Converg.
 HV6853;SPC VA N     - 2,053,225.312 3,666,114.271   MT  0.99998424   +1 10 57.3
 HV6853;SPC VA N     - 6,736,290.04 12,027,909.90   sFT  0.99998424   +1 10 57.3
 HV6853;SPC MD       -    51,589.293   434,615.294   MT  1.00003376   +0 14 52.0
 HV6853;SPC MD       -   169,255.87  1,425,900.34   sFT  1.00003376   +0 14 52.0
 HV6853;SPC VA S     - 1,201,144.671 3,666,123.189   MT  1.00003406   +1 08 60.0
 HV6853;SPC VA S     - 3,940,755.47 12,027,939.16   sFT  1.00003406   +1 08 60.0
 HV6853;UTM  18      - 4,221,537.932   359,313.510   MT  0.99984377   -0 59 28.7
 HV6853
 HV6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6853!SPC VA N     -   1.00000542  x   0.99998424  =   0.99998966
 HV6853!SPC MD       -   1.00000542  x   1.00003376  =   1.00003918
 HV6853!SPC VA S     -   1.00000542  x   1.00003406  =   1.00003948
 HV6853!UTM  18      -   1.00000542  x   0.99984377  =   0.99984919
 HV6853
 HV6853|---------------------------------------------------------------------|
 HV6853| PID    Reference Object                     Distance      Geod. Az  |
 HV6853|                                                           dddmmss.s |
 HV6853| HV6854 BOUNDARY MONUMENT 17 1929            26.346 METERS 06919     |
 HV6853| HV6873 PINEY POINT WATER TANK              APPROX. 8.5 KM 0804831.2 |
 HV6853| HV6869 PINEY POINT LIGHTHOUSE 1858         APPROX. 6.6 KM 0853405.6 |
 HV6853|---------------------------------------------------------------------|
 HV6853
 HV6853                          SUPERSEDED SURVEY CONTROL
 HV6853
 HV6853  NAD 83(1993)-  38 07 50.65631(N)    076 36 18.73960(W) AD(       ) 3
 HV6853  NAD 83(1986)-  38 07 50.65767(N)    076 36 18.75172(W) AD(       ) 3
 HV6853  NAD 27      -  38 07 50.20600(N)    076 36 19.89200(W) AD(       ) 3
 HV6853
 HV6853.Superseded values are not recommended for survey control.
 HV6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6853.See file dsdata.txt to determine how the superseded data were derived.
 HV6853
 HV6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5931421538(NAD 83)
 HV6853_MARKER: DD = SURVEY DISK
 HV6853_SETTING: 0 = UNSPECIFIED SETTING
 HV6853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV6853+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 HV6853
 HV6853  HISTORY     - Date     Condition        Report By
 HV6853  HISTORY     - 1957     MONUMENTED       CGS
 HV6853  HISTORY     - 19920225 MARK NOT FOUND   MDDNR
 HV6853  HISTORY     - 19981021 GOOD             USPSQD
 HV6853  HISTORY     - 20030313 GOOD             USPSQD
 HV6853  HISTORY     - 20030318 GOOD             USPSQD
 HV6853  HISTORY     - 20051130 GOOD             USPSQD
 HV6853
 HV6853                          STATION DESCRIPTION
 HV6853
 HV6853'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV6853'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH-SOUTHEAST OF RAGGED
 HV6853'POINT, 28 YARDS INSHORE FROM THE RIVER BANK AND 10 YARDS EAST OF A
 HV6853'DIRT ROAD.  IT IS MARKED BY A STANDARD BOUNDARY COMMISSION DISK
 HV6853'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 FEET.
 HV6853'THE DISK IS STAMPED 17 RESET 1957, 250 AND 372 RESPECTIVELY.
 HV6853'
 HV6853'TO REACH FROM THE POST OFFICE IN HAGUE, GO EASTERLY ON STATE ROUTE
 HV6853'202 FOR 0.2 MILE TO JUNCTION OF COUNTY ROUTE 612, TURN LEFT
 HV6853'(NORTHEASTERLY) ON COUNTY ROUTE 612 FOR 4.2 MILES TO WHERE ROUTE
 HV6853'612 CURVES TO THE LEFT.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD
 HV6853'TO RAGGED POINT BEACH FOR 1.0 MILE TO CROSSROAD, TURN RIGHT
 HV6853'(SOUTHEASTERLY) FOR 0.4 MILE TO MR. SHERWOODS HOUSE IN THE
 HV6853'SOUTHEAST ANGLE OF CROSSROADS, TURN LEFT ABOUT 100 FEET, TURN
 HV6853'RIGHT ABOUT 200 FEET TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 HV6853
 HV6853                          STATION RECOVERY (1992)
 HV6853
 HV6853'RECOVERY NOTE BY MD DEPT OF NAT RES 1992 (LW)
 HV6853'NOT RECOVERED, ALL THE OLD ROADS WERE LOCATED FROM THE 1957
 HV6853'DESCRIPTION, BUT THE STATION WAS NOT FOUND.  THE SITE SHOULD BE IN A
 HV6853'GROVE OF TREES AND UNDERBRUSH IN A VACANT LOT.  A LOCAL RESIDENT
 HV6853'STATED THAT THE HOUSE ON THE SITE BURNED SEVERAL YEARS AGO.  IT IS
 HV6853'POSSIBLE THAT THE STATION WAS DESTROYED IN THE DEMOLITION OF THE HOUSE
 HV6853'REMAINS.
 HV6853
 HV6853                          STATION RECOVERY (1998)
 HV6853
 HV6853'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6853'RECOVERED IN GOOD CONDITION.
 HV6853
 HV6853                          STATION RECOVERY (2003)
 HV6853
 HV6853'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6853'THIS STATION IS IN NORTHUMBERLAND COUNTY, VA. NOT WESTMORELAND COUNTY,
 HV6853'VA.
 HV6853
 HV6853                          STATION RECOVERY (2003)
 HV6853
 HV6853'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6853'RECOVERED IN GOOD CONDITION.
 HV6853
 HV6853                          STATION RECOVERY (2005)
 HV6853
 HV6853'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6853'TAKE RT 724 TO RAGGERTY POINT ROAD AND RIGHT ON WARRNER LANE TO MARK
 HV6853'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6854 ***********************************************************************
 HV6854  DESIGNATION -  BOUNDARY MONUMENT 17 1929
 HV6854  PID         -  HV6854
 HV6854  STATE/COUNTY-  VA/WESTMORELAND
 HV6854  USGS QUAD   -  PINEY POINT (1980)
 HV6854
 HV6854                         *CURRENT SURVEY CONTROL
 HV6854  ___________________________________________________________________
 HV6854* NAD 83(1993)-  38 07 50.96078(N)    076 36 17.72316(W)     ADJUSTED  
 HV6854* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6854  ___________________________________________________________________
 HV6854  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 HV6854  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 HV6854
 HV6854  HORZ ORDER  -  THIRD
 HV6854
 HV6854.The horizontal coordinates were established by classical geodetic methods
 HV6854.and adjusted by the National Geodetic Survey in November 1994..
 HV6854
 HV6854.The orthometric height was scaled from a topographic map.
 HV6854
 HV6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6854
 HV6854.The geoid height was determined by GEOID03.
 HV6854
 HV6854;                    North         East     Units Scale Factor Converg.
 HV6854;SPC VA N     - 2,053,235.124 3,666,138.721   MT  0.99998423   +1 10 57.9
 HV6854;SPC VA N     - 6,736,322.24 12,027,990.12   sFT  0.99998423   +1 10 57.9
 HV6854;SPC MD       -    51,598.705   434,639.902   MT  1.00003374   +0 14 52.7
 HV6854;SPC MD       -   169,286.75  1,425,981.08   sFT  1.00003374   +0 14 52.7
 HV6854;SPC VA S     - 1,201,154.469 3,666,147.646   MT  1.00003408   +1 09 00.6
 HV6854;SPC VA S     - 3,940,787.62 12,028,019.40   sFT  1.00003408   +1 09 00.6
 HV6854;UTM  18      - 4,221,546.809   359,338.312   MT  0.99984368   -0 59 28.1
 HV6854
 HV6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6854!SPC VA N     -   1.00000542  x   0.99998423  =   0.99998965
 HV6854!SPC MD       -   1.00000542  x   1.00003374  =   1.00003916
 HV6854!SPC VA S     -   1.00000542  x   1.00003408  =   1.00003950
 HV6854!UTM  18      -   1.00000542  x   0.99984368  =   0.99984910
 HV6854
 HV6854:                Primary Azimuth Mark                     Grid Az
 HV6854:SPC VA N     -  PINEY POINT WATER TANK                   079 39 41.3
 HV6854:SPC MD       -  PINEY POINT WATER TANK                   080 35 46.5
 HV6854:SPC VA S     -  PINEY POINT WATER TANK                   079 41 38.6
 HV6854:UTM  18      -  PINEY POINT WATER TANK                   081 50 07.3
 HV6854
 HV6854|---------------------------------------------------------------------|
 HV6854| PID    Reference Object                     Distance      Geod. Az  |
 HV6854|                                                           dddmmss.s |
 HV6854| HV6873 PINEY POINT WATER TANK              APPROX. 8.5 KM 0805039.2 |
 HV6854| HV6853 BOUNDARY MONUMENT 17 RESET           26.346 METERS 24919     |
 HV6854|---------------------------------------------------------------------|
 HV6854
 HV6854                          SUPERSEDED SURVEY CONTROL
 HV6854
 HV6854  NAD 83(1993)-  38 07 50.95811(N)    076 36 17.72754(W) AD(       ) 3
 HV6854  NAD 83(1986)-  38 07 50.95958(N)    076 36 17.73932(W) AD(       ) 3
 HV6854  NAD 27      -  38 07 50.50800(N)    076 36 18.88000(W) AD(       ) 3
 HV6854
 HV6854.Superseded values are not recommended for survey control.
 HV6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6854.See file dsdata.txt to determine how the superseded data were derived.
 HV6854
 HV6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5933821547(NAD 83)
 HV6854_MARKER: DD = SURVEY DISK
 HV6854_SETTING: 0 = UNSPECIFIED SETTING
 HV6854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6854
 HV6854  HISTORY     - Date     Condition        Report By
 HV6854  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6854  HISTORY     - 1942     GOOD             CGS
 HV6854  HISTORY     - 1942     GOOD             CGS
 HV6854  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HV6854  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HV6854  HISTORY     - 1960     SEE DESCRIPTION  CGS
 HV6854  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6854  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV6854
 HV6854                          STATION DESCRIPTION
 HV6854
 HV6854'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6854'THE STATION IS ON THE FIRST BLUNT POINT SOUTHEASTERLY OF RAGGED
 HV6854'POINT 20 YARDS INSHORE FROM A PRECIPITOUS BANK.  AT THE EDGE OF
 HV6854'THE BANK, AND DIRECTLY OFFSHORE FROM THE MARK A PINE TREE ABOUT
 HV6854'1-1/2 FEET BUTT WAS BLAZED WITH A TRIANGULAR BLAZE, AND A NAIL
 HV6854'DRIVEN EACH ANGLE.  THE MARK SETS IN A HEAVY GROWTH OF PINE, AND
 HV6854'WAS LOCATED ECCENTRICALLY.  THE POINT IS WORTHLESS AS A
 HV6854'TRIANGULATION STATION.
 HV6854'
 HV6854'MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6854'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6854'STANDARD MARK).
 HV6854'
 HV6854'THERE IS NO REFERENCE MARK.
 HV6854
 HV6854                          STATION RECOVERY (1942)
 HV6854
 HV6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (TMP)
 HV6854'RECOVERED.  THE OLD BLAZES WERE NOT SEEN BUT NEW ONES WERE MADE
 HV6854'UPON FINDING THE STATION.  STATION IS NOW 38 FEET INSHORE FROM THE
 HV6854'TOP OF THE BLUFF.
 HV6854
 HV6854                          STATION RECOVERY (1942)
 HV6854
 HV6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6854'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION CORRECT,
 HV6854'COMPLETE, AND ADEQUATE.
 HV6854
 HV6854                          STATION RECOVERY (1957)
 HV6854
 HV6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6854'THE STATION IS DESTROYED.  THE BASE OF THE MONUMENT WAS RECOVERED,
 HV6854'BUT THE DISK HAD BEEN REMOVED.
 HV6854
 HV6854                          STATION RECOVERY (1957)
 HV6854
 HV6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV6854'THIS STATION WAS DESTROYED AFTER IT WAS REPLACED BY BOUNDARY
 HV6854'MONUMENT NO. 17 RESET 1957.
 HV6854
 HV6854                          STATION RECOVERY (1960)
 HV6854
 HV6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 HV6854'A VIRGINIA-MARYLAND BOUNDARY MONUMENT WAS FOUND LYING OF THE BEACH
 HV6854'WITH NO DISK.  THIS WAS PROBABLY BOUNDARY MONUMENT 17, AND SHOULD
 HV6854'BE LISTED AS DESTROYED.
 HV6854
 HV6854                          STATION RECOVERY (1998)
 HV6854
 HV6854'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6854'MARK NOT FOUND.
 HV6854
 HV6854                          STATION RECOVERY (2003)
 HV6854
 HV6854'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6858 ***********************************************************************
 HV6858  DESIGNATION -  BOUNDARY MONUMENT 18 E MARK
 HV6858  PID         -  HV6858
 HV6858  STATE/COUNTY-  VA/WESTMORELAND
 HV6858  USGS QUAD   -  PINEY POINT (1980)
 HV6858
 HV6858                         *CURRENT SURVEY CONTROL
 HV6858  ___________________________________________________________________
 HV6858* NAD 83(1993)-  38 08 57.18953(N)    076 36 43.95053(W)     ADJUSTED  
 HV6858* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6858  ___________________________________________________________________
 HV6858  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 HV6858  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 HV6858
 HV6858  HORZ ORDER  -  THIRD
 HV6858
 HV6858.The horizontal coordinates were established by classical geodetic methods
 HV6858.and adjusted by the National Geodetic Survey in November 1994..
 HV6858
 HV6858.The orthometric height was scaled from a topographic map.
 HV6858
 HV6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6858
 HV6858.The geoid height was determined by GEOID03.
 HV6858
 HV6858;                    North         East     Units Scale Factor Converg.
 HV6858;SPC VA N     - 2,055,263.535 3,665,458.124   MT  0.99998157   +1 10 41.5
 HV6858;SPC VA N     - 6,742,977.11 12,025,757.20   sFT  0.99998157   +1 10 41.5
 HV6858;SPC MD       -    53,638.050   433,992.457   MT  1.00002965   +0 14 36.2
 HV6858;SPC MD       -   175,977.50  1,423,856.92   sFT  1.00002965   +0 14 36.2
 HV6858;SPC VA S     - 1,203,183.375 3,665,468.164   MT  1.00003842   +1 08 44.7
 HV6858;SPC VA S     - 3,947,444.12 12,025,790.13   sFT  1.00003842   +1 08 44.7
 HV6858;UTM  18      - 4,223,599.295   358,735.237   MT  0.99984577   -0 59 45.8
 HV6858
 HV6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6858!SPC VA N     -   1.00000541  x   0.99998157  =   0.99998698
 HV6858!SPC MD       -   1.00000541  x   1.00002965  =   1.00003506
 HV6858!SPC VA S     -   1.00000541  x   1.00003842  =   1.00004383
 HV6858!UTM  18      -   1.00000541  x   0.99984577  =   0.99985118
 HV6858
 HV6858                          SUPERSEDED SURVEY CONTROL
 HV6858
 HV6858  NAD 83(1993)-  38 08 57.18791(N)    076 36 43.95418(W) AD(       ) 3
 HV6858  NAD 83(1986)-  38 08 57.18915(N)    076 36 43.96598(W) AD(       ) 3
 HV6858  NAD 27      -  38 08 56.73500(N)    076 36 45.10700(W) AD(       ) 3
 HV6858
 HV6858.Superseded values are not recommended for survey control.
 HV6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6858.See file dsdata.txt to determine how the superseded data were derived.
 HV6858
 HV6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5873523599(NAD 83)
 HV6858_MARKER: DD = SURVEY DISK
 HV6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6858+STABILITY: SURFACE MOTION
 HV6858
 HV6858  HISTORY     - Date     Condition        Report By
 HV6858  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6858  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6858  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6858  HISTORY     - 19981021 GOOD             USPSQD
 HV6858  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6858
 HV6858                          STATION DESCRIPTION
 HV6858
 HV6858'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6858'THERE ARE TWO MONUMENTS, PLACED SIDE BY SIDE.  STANDARD MARKS OF
 HV6858'THE VIRGINIA-MARYLAND BOUNDARY COMMISSION (SEE DESCRIPTION OF
 HV6858'BOUNDARY MARK NO. 1 FOR THE STANDARD MARK), WHICH ARE LOCATED AS
 HV6858'FOLLOWS FROM STATION RAGGED POINT 3.
 HV6858
 HV6858                          STATION RECOVERY (1942)
 HV6858
 HV6858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (TMP)
 HV6858'LOST.  CONCRETE BLOCKS OF BOTH E MARK AND W MARK FOUND LYING ON
 HV6858'SIDE WHERE RECENTLY WASHED OUT.  RAGGED POINT 3 FOUND AT SAME
 HV6858'PLACE IN SAME CONDITION.
 HV6858
 HV6858                          STATION RECOVERY (1942)
 HV6858
 HV6858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6858'THE STATION WAS FOUND WASHED OUT ON THE BEACH.  THE STATION IS
 HV6858'DESTROYED.
 HV6858
 HV6858                          STATION RECOVERY (1998)
 HV6858
 HV6858'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6858'RECOVERED IN GOOD CONDITION.
 HV6858
 HV6858                          STATION RECOVERY (2003)
 HV6858
 HV6858'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6878 ***********************************************************************
 HV6878  DESIGNATION -  BOUNDARY MONUMENT 12
 HV6878  PID         -  HV6878
 HV6878  STATE/COUNTY-  VA/NORTHUMBERLAND
 HV6878  USGS QUAD   -  KINSALE (1982)
 HV6878
 HV6878                         *CURRENT SURVEY CONTROL
 HV6878  ___________________________________________________________________
 HV6878* NAD 83(1993)-  38 01 36.41273(N)    076 31 01.16706(W)     ADJUSTED  
 HV6878* NAVD 88     -         2.38   (+/-2cm)       7.8    (feet)  VERTCON   
 HV6878  ___________________________________________________________________
 HV6878  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 HV6878  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 HV6878
 HV6878  HORZ ORDER  -  THIRD
 HV6878  VERT ORDER  -  THIRD ? (See Below)
 HV6878
 HV6878.The horizontal coordinates were established by classical geodetic methods
 HV6878.and adjusted by the National Geodetic Survey in November 1994..
 HV6878
 HV6878.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV6878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV6878.The vertical order pertains to the NGVD 29 superseded value.
 HV6878
 HV6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6878
 HV6878.The geoid height was determined by GEOID03.
 HV6878
 HV6878;                    North         East     Units Scale Factor Converg.
 HV6878;SPC VA S     - 1,189,766.752 3,674,098.416   MT  1.00001152   +1 12 12.7
 HV6878;SPC VA S     - 3,903,426.42 12,054,104.55   sFT  1.00001152   +1 12 12.7
 HV6878;SPC VA N     - 2,041,852.377 3,674,095.877   MT  1.00000116   +1 14 15.5
 HV6878;SPC VA N     - 6,698,977.34 12,054,096.22   sFT  1.00000116   +1 14 15.5
 HV6878;UTM  18      - 4,209,872.414   366,856.919   MT  0.99981833   -0 56 04.7
 HV6878
 HV6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6878!SPC VA S     -   1.00000507  x   1.00001152  =   1.00001659
 HV6878!SPC VA N     -   1.00000507  x   1.00000116  =   1.00000623
 HV6878!UTM  18      -   1.00000507  x   0.99981833  =   0.99982339
 HV6878
 HV6878                          SUPERSEDED SURVEY CONTROL
 HV6878
 HV6878  NAD 83(1993)-  38 01 36.41128(N)    076 31 01.16948(W) AD(       ) 3
 HV6878  NAD 83(1986)-  38 01 36.41363(N)    076 31 01.18247(W) AD(       ) 3
 HV6878  NAD 27      -  38 01 35.95900(N)    076 31 02.34800(W) AD(       ) 3
 HV6878  NGVD 29 (07/19/86)    2.63   (m)            8.6    (f) LEVELING    3  
 HV6878
 HV6878.Superseded values are not recommended for survey control.
 HV6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6878.See file dsdata.txt to determine how the superseded data were derived.
 HV6878
 HV6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6685709872(NAD 83)
 HV6878_MARKER: DD = SURVEY DISK
 HV6878_SETTING: 0 = UNSPECIFIED SETTING
 HV6878
 HV6878  HISTORY     - Date     Condition        Report By
 HV6878  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6878  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HV6878  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6878  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 HV6878
 HV6878                          STATION DESCRIPTION
 HV6878
 HV6878'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6878'THE MARK WAS PLACED ON THICKET POINT, THE POINT THAT MAKES OUT
 HV6878'INSIDE THE YEOCOMICO AND WHICH IS ABOUT 150 YARDS W OF THE
 HV6878'PRINCIPAL PART OF THE POINT.  IT IS IN A SMALL CLUMP OF CEDARS, TO
 HV6878'THE WESTWARD OF THE MARSHY GROUND THAT EXTENDS WESTWARD FROM THE
 HV6878'TREES THAT GROW ON THE END OF THE POINT. IT IS ABOUT 12 YARDS
 HV6878'INSIDE THE HIGH-WATER LINE AND ABOUT 4 FEET ABOVE THE HIGH-WATER MARK.
 HV6878'
 HV6878'MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6878'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6878'STANDARD MARK).  THERE IS NO REFERENCE MARK.  THE POINT IS OF NO
 HV6878'VALUE AS A TRIANGULATION STATION.
 HV6878'
 HV6878'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
 HV6878
 HV6878                          STATION RECOVERY (1942)
 HV6878
 HV6878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (TMP)
 HV6878'THE BEACH HAS ERODED AND CAUSED THE MARK TO BE WASHED OUT. THE
 HV6878'CONCRETE MASS CAN BE SEEN LYING ON ITS SIDE IN 4 FEET OF WATER
 HV6878'ABOUT 10 YARDS OFFSHORE.
 HV6878
 HV6878                          STATION RECOVERY (1942)
 HV6878
 HV6878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6878'THE STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR ONE HOUR.
 HV6878'THE DESCRIPTION DOES NOT FIT THE PRESENT APPEARANCE OF THICKET
 HV6878'POINT.  THE POINT SHOWS EVIDENCE OF RAPID SEA EROSION.  IT IS
 HV6878'RECOMMENDED THAT THIS STATION CAN BE CLASSIFIED AS LOST.
 HV6878
 HV6878                          STATION RECOVERY (2002)
 HV6878
 HV6878'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 HV6878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6885 ***********************************************************************
 HV6885  DESIGNATION -  BOUNDARY MONUMENT 14 1929
 HV6885  PID         -  HV6885
 HV6885  STATE/COUNTY-  VA/WESTMORELAND
 HV6885  USGS QUAD   -  KINSALE (1982)
 HV6885
 HV6885                         *CURRENT SURVEY CONTROL
 HV6885  ___________________________________________________________________
 HV6885* NAD 83(1993)-  38 04 26.58248(N)    076 32 06.86805(W)     ADJUSTED  
 HV6885* NAVD 88     -         2.54   (+/-2cm)       8.3    (feet)  VERTCON   
 HV6885  ___________________________________________________________________
 HV6885  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 HV6885  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 HV6885
 HV6885  HORZ ORDER  -  THIRD
 HV6885  VERT ORDER  -  THIRD ? (See Below)
 HV6885
 HV6885.The horizontal coordinates were established by classical geodetic methods
 HV6885.and adjusted by the National Geodetic Survey in November 1994..
 HV6885
 HV6885.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV6885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV6885.The vertical order pertains to the NGVD 29 superseded value.
 HV6885
 HV6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6885
 HV6885.The geoid height was determined by GEOID03.
 HV6885
 HV6885;                    North         East     Units Scale Factor Converg.
 HV6885;SPC VA N     - 2,047,063.489 3,672,381.580   MT  0.99999306   +1 13 34.5
 HV6885;SPC VA N     - 6,716,074.13 12,048,471.90   sFT  0.99999306   +1 13 34.5
 HV6885;SPC MD       -    45,325.732   440,781.574   MT  1.00004698   +0 17 30.1
 HV6885;SPC MD       -   148,706.17  1,446,130.88   sFT  1.00004698   +0 17 30.1
 HV6885;SPC VA S     - 1,194,978.979 3,672,387.173   MT  1.00002136   +1 11 32.9
 HV6885;SPC VA S     - 3,920,526.87 12,048,490.25   sFT  1.00002136   +1 11 32.9
 HV6885;UTM  18      - 4,215,143.842   365,341.684   MT  0.99982333   -0 56 48.8
 HV6885
 HV6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6885!SPC VA N     -   1.00000502  x   0.99999306  =   0.99999808
 HV6885!SPC MD       -   1.00000502  x   1.00004698  =   1.00005200
 HV6885!SPC VA S     -   1.00000502  x   1.00002136  =   1.00002638
 HV6885!UTM  18      -   1.00000502  x   0.99982333  =   0.99982835
 HV6885
 HV6885                          SUPERSEDED SURVEY CONTROL
 HV6885
 HV6885  NAD 83(1993)-  38 04 26.58099(N)    076 32 06.87089(W) AD(       ) 3
 HV6885  NAD 83(1986)-  38 04 26.58286(N)    076 32 06.88352(W) AD(       ) 3
 HV6885  NAD 27      -  38 04 26.13200(N)    076 32 08.03900(W) AD(       ) 3
 HV6885  NGVD 29 (07/19/86)    2.81   (m)            9.2    (f) LEVELING    3  
 HV6885
 HV6885.Superseded values are not recommended for survey control.
 HV6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6885.See file dsdata.txt to determine how the superseded data were derived.
 HV6885
 HV6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6534215144(NAD 83)
 HV6885_MARKER: DD = SURVEY DISK
 HV6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6885+STABILITY: SURFACE MOTION
 HV6885
 HV6885  HISTORY     - Date     Condition        Report By
 HV6885  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6885  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HV6885  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6885  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6885
 HV6885                          STATION DESCRIPTION
 HV6885
 HV6885'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6885'THE MARK, A STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6885'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6885'STANDARD MARK) WAS PLACED 2.86 METERS, N 004 DEG 00 MIN W FROM
 HV6885'TRIANGULATION STATION SANDY POINT 4.
 HV6885
 HV6885                          STATION RECOVERY (1942)
 HV6885
 HV6885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6885'THE MARK WAS FOUND LYING ON ITS SIDE ON THE BEACH.  THE STATION IS
 HV6885'DESTROYED.
 HV6885
 HV6885                          STATION RECOVERY (1998)
 HV6885
 HV6885'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6885'MARK NOT FOUND.
 HV6885
 HV6885                          STATION RECOVERY (2003)
 HV6885
 HV6885'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6887 ***********************************************************************
 HV6887  DESIGNATION -  BOUNDARY MONUMENT 13 S
 HV6887  PID         -  HV6887
 HV6887  STATE/COUNTY-  VA/WESTMORELAND
 HV6887  USGS QUAD   -  KINSALE (1982)
 HV6887
 HV6887                         *CURRENT SURVEY CONTROL
 HV6887  ___________________________________________________________________
 HV6887* NAD 83(1993)-  38 02 41.59085(N)    076 30 59.58447(W)     ADJUSTED  
 HV6887* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 HV6887  ___________________________________________________________________
 HV6887  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 HV6887  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 HV6887
 HV6887  HORZ ORDER  -  THIRD
 HV6887  VERT ORDER  -  THIRD ? (See Below)
 HV6887
 HV6887.The horizontal coordinates were established by classical geodetic methods
 HV6887.and adjusted by the National Geodetic Survey in November 1994..
 HV6887
 HV6887.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV6887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV6887.The vertical order pertains to the NGVD 29 superseded value.
 HV6887
 HV6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6887
 HV6887.The geoid height was determined by GEOID03.
 HV6887
 HV6887;                    North         East     Units Scale Factor Converg.
 HV6887;SPC VA N     - 2,043,862.348 3,674,091.051   MT  0.99999798   +1 14 16.5
 HV6887;SPC VA N     - 6,705,571.72 12,054,080.39   sFT  0.99999798   +1 14 16.5
 HV6887;SPC MD       -    42,096.959   442,438.700   MT  1.00005417   +0 18 12.3
 HV6887;SPC MD       -   138,113.11  1,451,567.63   sFT  1.00005417   +0 18 12.3
 HV6887;SPC VA S     - 1,191,776.753 3,674,094.786   MT  1.00001521   +1 12 13.7
 HV6887;SPC VA S     - 3,910,020.90 12,054,092.64   sFT  1.00001521   +1 12 13.7
 HV6887;UTM  18      - 4,211,880.759   366,928.277   MT  0.99981810   -0 56 05.1
 HV6887
 HV6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6887!SPC VA N     -   1.00000502  x   0.99999798  =   1.00000300
 HV6887!SPC MD       -   1.00000502  x   1.00005417  =   1.00005919
 HV6887!SPC VA S     -   1.00000502  x   1.00001521  =   1.00002023
 HV6887!UTM  18      -   1.00000502  x   0.99981810  =   0.99982312
 HV6887
 HV6887|---------------------------------------------------------------------|
 HV6887| PID    Reference Object                     Distance      Geod. Az  |
 HV6887|                                                           dddmmss.s |
 HV6887| HV6888 BOUNDARY MONUMENT 13 N                0.692 METERS 01452     |
 HV6887| CX2112 BOUNDARY MON 13 S AZ MK                            1091319.2 |
 HV6887| HV6886 SANDY POINT 4 1919                  APPROX. 3.6 KM 3330702.3 |
 HV6887|---------------------------------------------------------------------|
 HV6887
 HV6887                          SUPERSEDED SURVEY CONTROL
 HV6887
 HV6887  NAD 83(1993)-  38 02 41.58935(N)    076 30 59.58699(W) AD(       ) 3
 HV6887  NAD 83(1986)-  38 02 41.59154(N)    076 30 59.59995(W) AD(       ) 3
 HV6887  NAD 27      -  38 02 41.14100(N)    076 31 00.76400(W) AD(       ) 3
 HV6887  NGVD 29 (07/19/86)    2.89   (m)            9.5    (f) LEVELING    3  
 HV6887
 HV6887.Superseded values are not recommended for survey control.
 HV6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6887.See file dsdata.txt to determine how the superseded data were derived.
 HV6887
 HV6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6692811881(NAD 83)
 HV6887_MARKER: DD = SURVEY DISK
 HV6887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6887
 HV6887  HISTORY     - Date     Condition        Report By
 HV6887  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6887  HISTORY     - 1941     MARK NOT FOUND   CGS
 HV6887  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6887  HISTORY     - 19981011 MARK NOT FOUND   USPSQD
 HV6887  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6887
 HV6887                          STATION DESCRIPTION
 HV6887
 HV6887'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6887'THE STATION IS ON THE SAND BAR THAT HAS BEEN BUILT UP OFFSHORE
 HV6887'FROM LYNCH POINT WHICH IS THE W BANK OF THE YEOCOMICO RIVER AT THE
 HV6887'MOUTH.
 HV6887'
 HV6887'THE POINT USED AS A TRIANGULATION STATION IS AT THE SOUTHERNMOST
 HV6887'OF TWO MONUMENTS PLACED 0.69 METER APART.  THE MARKS ARE ON THE
 HV6887'HIGHEST POINT OF THE BAR,--AN ISLAND AT HIGH TIDE,--A PENINSULAR
 HV6887'AT LOW TIDE.  THE MARKS ARE APPROXIMATELY IN THE CENTER OF THE
 HV6887'HIGH GROUND E AND W, AND 25 YARDS FROM THE HIGH-WATER LINE
 HV6887'DIRECTLY IN FROM THE END OF THE POINT.  THERE IS NO REFERENCE
 HV6887'MARK.  THE MARKS ARE THE STANDARD MARKS OF THE VIRGINIA-MARYLAND
 HV6887'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR
 HV6887'THE STANDARD MARK).
 HV6887
 HV6887                          STATION RECOVERY (1941)
 HV6887
 HV6887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (TMP)
 HV6887'PROBABLY LOST DUE TO WASHING AWAY OF THE SMALL ISLAND THEY WERE
 HV6887'DESCRIBED AS BEING ON.  NO ISLAND LIKE THIS NOW EXISTS. A SEXTANT
 HV6887'FIX INDICATED STATIONS WOULD NOT BE OUTSIDE HIGH-WATER LINE,
 HV6887'COVERED BY ABOUT A FOOT OF WATER AT LOW TIDE.
 HV6887
 HV6887                          STATION RECOVERY (1942)
 HV6887
 HV6887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6887'THIS STATION WAS THOROUGHLY SEARCHED FOR BY THREE MEN FOR 1-1/2
 HV6887'HOURS, BUT NO TRACE OF IT COULD BE FOUND.  IT IS RECOMMENDED THAT
 HV6887'THIS STATION BE CLASSIFIED AS LOST.
 HV6887
 HV6887                          STATION RECOVERY (1998)
 HV6887
 HV6887'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6887'MARK NOT FOUND.
 HV6887
 HV6887                          STATION RECOVERY (2003)
 HV6887
 HV6887'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6888 ***********************************************************************
 HV6888  DESIGNATION -  BOUNDARY MONUMENT 13 N
 HV6888  PID         -  HV6888
 HV6888  STATE/COUNTY-  VA/WESTMORELAND
 HV6888  USGS QUAD   -  KINSALE (1982)
 HV6888
 HV6888                         *CURRENT SURVEY CONTROL
 HV6888  ___________________________________________________________________
 HV6888* NAD 83(1993)-  38 02 41.61255(N)    076 30 59.57719(W)     ADJUSTED  
 HV6888* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 HV6888  ___________________________________________________________________
 HV6888  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 HV6888  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 HV6888
 HV6888  HORZ ORDER  -  THIRD
 HV6888  VERT ORDER  -  THIRD ? (See Below)
 HV6888
 HV6888.The horizontal coordinates were established by classical geodetic methods
 HV6888.and adjusted by the National Geodetic Survey in November 1994..
 HV6888
 HV6888.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV6888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV6888.The vertical order pertains to the NGVD 29 superseded value.
 HV6888
 HV6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6888
 HV6888.The geoid height was determined by GEOID03.
 HV6888
 HV6888;                    North         East     Units Scale Factor Converg.
 HV6888;SPC VA N     - 2,043,863.021 3,674,091.214   MT  0.99999798   +1 14 16.5
 HV6888;SPC VA N     - 6,705,573.93 12,054,080.92   sFT  0.99999798   +1 14 16.5
 HV6888;SPC MD       -    42,097.629   442,438.874   MT  1.00005416   +0 18 12.3
 HV6888;SPC MD       -   138,115.30  1,451,568.21   sFT  1.00005416   +0 18 12.3
 HV6888;SPC VA S     - 1,191,777.426 3,674,094.950   MT  1.00001521   +1 12 13.7
 HV6888;SPC VA S     - 3,910,023.11 12,054,093.18   sFT  1.00001521   +1 12 13.7
 HV6888;UTM  18      - 4,211,881.425   366,928.465   MT  0.99981810   -0 56 05.1
 HV6888
 HV6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6888!SPC VA N     -   1.00000502  x   0.99999798  =   1.00000300
 HV6888!SPC MD       -   1.00000502  x   1.00005416  =   1.00005918
 HV6888!SPC VA S     -   1.00000502  x   1.00001521  =   1.00002023
 HV6888!UTM  18      -   1.00000502  x   0.99981810  =   0.99982312
 HV6888
 HV6888                          SUPERSEDED SURVEY CONTROL
 HV6888
 HV6888  NAD 83(1993)-  38 02 41.61105(N)    076 30 59.57971(W) AD(       ) 3
 HV6888  NAD 83(1986)-  38 02 41.61324(N)    076 30 59.59267(W) AD(       ) 3
 HV6888  NAD 27      -  38 02 41.16300(N)    076 31 00.75700(W) AD(       ) 3
 HV6888  NGVD 29 (07/19/86)    2.89   (m)            9.5    (f) LEVELING    3  
 HV6888
 HV6888.Superseded values are not recommended for survey control.
 HV6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6888.See file dsdata.txt to determine how the superseded data were derived.
 HV6888
 HV6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6692811881(NAD 83)
 HV6888_MARKER: DD = SURVEY DISK
 HV6888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6888
 HV6888  HISTORY     - Date     Condition        Report By
 HV6888  HISTORY     - 1929     MONUMENTED       CGS
 HV6888  HISTORY     - 19981011 MARK NOT FOUND   USPSQD
 HV6888  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6888
 HV6888                          STATION DESCRIPTION
 HV6888
 HV6888'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (ELB)
 HV6888'THE STATION IS ON THE SAND BAR THAT HAS BEEN BUILT UP OFFSHORE
 HV6888'FROM LYNCH POINT WHICH IS THE W BANK OF THE YEOCOMICO RIVER AT THE
 HV6888'MOUTH.
 HV6888'
 HV6888'THE POINT USED AS A TRIANGULATION STATION IS AT THE NORTHERNMOST
 HV6888'OF TWO MONUMENTS PLACED 0.69 METER APART.  THE MARKS ARE ON THE
 HV6888'HIGHEST POINT OF THE BAR,--AN ISLAND AT HIGH TIDE,--A PENINSULAR
 HV6888'AT LOW TIDE.  THE MARKS ARE APPROXIMATELY IN THE CENTER OF THE
 HV6888'HIGH GROUND E AND W, AND 25 YARDS FROM THE HIGH-WATER LINE
 HV6888'DIRECTLY IN FROM THE END OF THE POINT.  THERE IS NO REFERENCE
 HV6888'MARK.  THE MARKS ARE THE STANDARD MARKS OF THE VIRGINIA-MARYLAND
 HV6888'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR
 HV6888'THE STANDARD MARK).
 HV6888
 HV6888                          STATION RECOVERY (1998)
 HV6888
 HV6888'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6888'MARK NOT FOUND.
 HV6888
 HV6888                          STATION RECOVERY (2003)
 HV6888
 HV6888'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6919 ***********************************************************************
 HV6919  DESIGNATION -  BOUNDARY MONUMENT 19
 HV6919  PID         -  HV6919
 HV6919  STATE/COUNTY-  VA/WESTMORELAND
 HV6919  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6919
 HV6919                         *CURRENT SURVEY CONTROL
 HV6919  ___________________________________________________________________
 HV6919* NAD 83(1993)-  38 09 03.97189(N)    076 38 17.00860(W)     ADJUSTED  
 HV6919* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HV6919  ___________________________________________________________________
 HV6919  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 HV6919  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 HV6919
 HV6919  HORZ ORDER  -  SECOND
 HV6919
 HV6919.The horizontal coordinates were established by classical geodetic methods
 HV6919.and adjusted by the National Geodetic Survey in November 1994..
 HV6919
 HV6919.The orthometric height was scaled from a topographic map.
 HV6919
 HV6919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6919
 HV6919.The geoid height was determined by GEOID03.
 HV6919
 HV6919;                    North         East     Units Scale Factor Converg.
 HV6919;SPC VA N     - 2,055,426.340 3,663,188.584   MT  0.99998130   +1 09 43.5
 HV6919;SPC VA N     - 6,743,511.25 12,018,311.21   sFT  0.99998130   +1 09 43.5
 HV6919;SPC MD       -    53,837.871   431,725.766   MT  1.00002924   +0 13 37.8
 HV6919;SPC MD       -   176,633.08  1,416,420.28   sFT  1.00002924   +0 13 37.8
 HV6919;UTM  18      - 4,223,848.050   356,473.805   MT  0.99985371   -1 00 43.4
 HV6919
 HV6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6919!SPC VA N     -   1.00000477  x   0.99998130  =   0.99998607
 HV6919!SPC MD       -   1.00000477  x   1.00002924  =   1.00003401
 HV6919!UTM  18      -   1.00000477  x   0.99985371  =   0.99985848
 HV6919
 HV6919:                Primary Azimuth Mark                     Grid Az
 HV6919:SPC VA N     -  MAC 1932                                 231 10 24.1
 HV6919:SPC MD       -  MAC 1932                                 232 06 29.8
 HV6919:UTM  18      -  MAC 1932                                 233 20 51.0
 HV6919
 HV6919|---------------------------------------------------------------------|
 HV6919| PID    Reference Object                     Distance      Geod. Az  |
 HV6919|                                                           dddmmss.s |
 HV6919| HV6931 MAC 1932                            APPROX. 0.6 KM 2322007.6 |
 HV6919|---------------------------------------------------------------------|
 HV6919
 HV6919                          SUPERSEDED SURVEY CONTROL
 HV6919
 HV6919  NAD 83(1993)-  38 09 03.97065(N)    076 38 17.01300(W) AD(       ) 2
 HV6919  NAD 83(1986)-  38 09 03.97181(N)    076 38 17.02477(W) AD(       ) 2
 HV6919  NAD 27      -  38 09 03.50698(N)    076 38 18.15819(W) AD(       ) 2
 HV6919
 HV6919.Superseded values are not recommended for survey control.
 HV6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6919.See file dsdata.txt to determine how the superseded data were derived.
 HV6919
 HV6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5647423848(NAD 83)
 HV6919_MARKER: DD = SURVEY DISK
 HV6919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6919+STABILITY: SURFACE MOTION
 HV6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV6919+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 HV6919
 HV6919  HISTORY     - Date     Condition        Report By
 HV6919  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6919  HISTORY     - 1932     GOOD             CGS
 HV6919  HISTORY     - 1942     GOOD             CGS
 HV6919  HISTORY     - 1957     GOOD             CGS
 HV6919  HISTORY     - 1959     GOOD             CGS
 HV6919  HISTORY     - 19920225 GOOD             MDDNR
 HV6919  HISTORY     - 19981021 GOOD             USPSQD
 HV6919  HISTORY     - 20030313 GOOD             USPSQD
 HV6919  HISTORY     - 20051130 GOOD             USPSQD
 HV6919
 HV6919                          STATION DESCRIPTION
 HV6919
 HV6919'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6919'THE STATION IS JUST INSIDE THE ENTRANCE TO THE (LOWER) MACHODOC
 HV6919'RIVER, ON THE SE SIDE OF THE RIVER, ON A POINT LOCALLY KNOWN AS
 HV6919'STONY POINT.  IT IS ON THE HIGH GROUND THAT LIES JUST BACK OF THE
 HV6919'POINT, APPROXIMATELY 125 YARDS INSHORE FROM THE FACE OF THE BLUFF,
 HV6919'WHICH IS ABOUT 15 FEET HIGH.  IT IS TO THE EASTWARD OF A
 HV6919'CULTIVATED FIELD, ON WHICH HAS BEEN SET OUT A NUMBER OF SMALL
 HV6919'CEDAR BUSHES.  IT IS TO THE WESTWARD OF A SMALL HOLLY TREE THAT IS
 HV6919'GROWING AT THE END OF A LINE OF CEDAR TREES.  THERE IS A LANE JUST
 HV6919'W OF THE STATION.
 HV6919'
 HV6919'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6919'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6919'STANDARD MARK).  THERE IS NO REFERENCE MARK.
 HV6919
 HV6919                          STATION RECOVERY (1932)
 HV6919
 HV6919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EBL)
 HV6919'THE OLD DESCRIPTION FAILS TO MENTION THAT A DEEP DITCH RUNS BY THE
 HV6919'STATION JUST E OF IT.  A BUNGALOW HAS BEEN BUILT ABOUT W OF THE
 HV6919'STATION AND A GREAT NUMBER OF YOUNG POPLAR TREES AND BUSHES SET
 HV6919'OUT.  HAVE ERECTED A 14-FOOT SIGNAL OVER STATION WITH CENTER POLE
 HV6919'EXTENDING 6 FEET ABOVE THAT.  DURING OBSERVATIONS A STAND FOR
 HV6919'OBSERVER WAS BUILT AROUND THE TRIPOD BUT AFTERWARDS TORN DOWN.
 HV6919
 HV6919                          STATION RECOVERY (1942)
 HV6919
 HV6919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6919'THE STATION WAS RECOVERED AS DESCRIBED BUT FOR THE FOLLOWING
 HV6919'EXCEPTIONS NOTED IN THE PUBLICATION DESCRIPTIONS OF TRIANGULATION
 HV6919'STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO PERSIMMON POINT,
 HV6919'VIRGINIA AND MARYLAND--
 HV6919'
 HV6919'(1) SIGNAL IS NO LONGER PRESENT.
 HV6919'
 HV6919'(2) SE OF SMALL HOLLY TREE, INSTEAD OF WESTWARD OF A SMALL HOLLY TREE.
 HV6919
 HV6919                          STATION RECOVERY (1957)
 HV6919
 HV6919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6919'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6919'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING EXCEPTIONS
 HV6919'AND ADDITIONS--
 HV6919'
 HV6919'THE STATION IS 138.0 FEET SOUTH OF THE MEAN HIGH-WATER LINE, 51.0
 HV6919'FEET SOUTHEAST OF A SMALL BELL POLE, 48.0 FEET NORTHEAST OF THE
 HV6919'NORTHEAST CORNER OF A SUMMER COTTAGE, 8.0 FEET WEST OF THE CENTER
 HV6919'OF A SHALLOW DITCH AND 5.0 FEET NORTH OF AN 8 INCH ELM TREE.  THE
 HV6919'DISK IS STAMPED  NO 19 1929 327 700 AND PROJECTS 1 FOOT ABOVE THE
 HV6919'GROUND.
 HV6919'
 HV6919'THE HOLLY TREE IS GONE.
 HV6919
 HV6919                          STATION RECOVERY (1959)
 HV6919
 HV6919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6919'STATION RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY E.B.L.,
 HV6919'1929 AND VFC, 1932.  THE ABOVE TWO DESCRIPTIONS ARE ADEQUATE WITH
 HV6919'THE ADDITION THAT THE STATION IS NOW LOCATED IN A GROVE OF CEDAR
 HV6919'TREES AND NEW SUMMER HOMES HAVE BEEN BUILT IN THE VICINITY IN
 HV6919'RECENT YEARS.  THE GROVE OF TREES HAMPERS VISIBILITY IN ALL
 HV6919'DIRECTIONS EXCEPT TO THE NORTH.
 HV6919
 HV6919                          STATION RECOVERY (1992)
 HV6919
 HV6919'RECOVERY NOTE BY MD DEPT OF NAT RES 1992 (LW)
 HV6919'RECOVERED IN GOOD CONDITION PROJECTING 35 CM.  THE 2 IN 327 IS UPSIDE
 HV6919'DOWN.  THE STATION IS ON THE PROPERTY OF MRS.  HENDERSON. SHE IS
 HV6919'APPARENTLY IN THE PROCESS OF GETTING READY TO SELL THE PROPERTY, WHICH
 HV6919'IS CURRENTLY CALLED TUCKAWAY LODGE.  THE STATION IS 11.86M 175 DEGREES
 HV6919'TO THE NE CORNER OF THE HOUSE, 25.17M 236M TO THE NW LY CORNER (NOT
 HV6919'THE ONE WITH THE CHIMNEY) AND 40.23M TO STATION 41A 1977 IN THE FRONT
 HV6919'YARD NEAR WHERE THE LAWN BEGINS TO SLOPE.
 HV6919
 HV6919                          STATION RECOVERY (1998)
 HV6919
 HV6919'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6919'RECOVERED IN GOOD CONDITION.
 HV6919
 HV6919                          STATION RECOVERY (2003)
 HV6919
 HV6919'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6919'RECOVERED IN GOOD CONDITION.
 HV6919
 HV6919                          STATION RECOVERY (2005)
 HV6919
 HV6919'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5370 ***********************************************************************
 HV5370  DESIGNATION -  BOUNDARY MONUMENT 29
 HV5370  PID         -  HV5370
 HV5370  STATE/COUNTY-  VA/KING GEORGE
 HV5370  USGS QUAD   -  DAHLGREN (1983)
 HV5370
 HV5370                         *CURRENT SURVEY CONTROL
 HV5370  ___________________________________________________________________
 HV5370* NAD 83(1993)-  38 16 48.43487(N)    077 00 04.85000(W)     ADJUSTED  
 HV5370* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5370  ___________________________________________________________________
 HV5370  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 HV5370  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HV5370
 HV5370  HORZ ORDER  -  SECOND
 HV5370
 HV5370.The horizontal coordinates were established by classical geodetic methods
 HV5370.and adjusted by the National Geodetic Survey in November 1994..
 HV5370
 HV5370.The orthometric height was scaled from a topographic map.
 HV5370
 HV5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5370
 HV5370.The geoid height was determined by GEOID03.
 HV5370
 HV5370;                    North         East     Units Scale Factor Converg.
 HV5370;SPC VA N     - 2,069,162.270 3,631,117.756   MT  0.99996562   +0 56 07.2
 HV5370;SPC VA N     - 6,788,576.55 11,913,092.17   sFT  0.99996562   +0 56 07.2
 HV5370;SPC MD       -    68,096.221   399,882.121   MT  1.00000352   -0 00 03.0
 HV5370;SPC MD       -   223,412.35  1,311,946.59   sFT  1.00000352   -0 00 03.0
 HV5370;SPC VA S     - 1,217,100.695 3,631,132.055   MT  1.00007226   +0 54 34.5
 HV5370;SPC VA S     - 3,993,104.53 11,913,139.08   sFT  1.00007226   +0 54 34.5
 HV5370;UTM  18      - 4,238,790.181   324,949.185   MT  0.99997739   -1 14 24.6
 HV5370
 HV5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5370!SPC VA N     -   1.00000513  x   0.99996562  =   0.99997075
 HV5370!SPC MD       -   1.00000513  x   1.00000352  =   1.00000865
 HV5370!SPC VA S     -   1.00000513  x   1.00007226  =   1.00007739
 HV5370!UTM  18      -   1.00000513  x   0.99997739  =   0.99998252
 HV5370
 HV5370                          SUPERSEDED SURVEY CONTROL
 HV5370
 HV5370  NAD 83(1993)-  38 16 48.43513(N)    077 00 04.85607(W) AD(       ) 2
 HV5370  NAD 83(1986)-  38 16 48.43536(N)    077 00 04.85933(W) AD(       ) 2
 HV5370  NAD 27      -  38 16 47.97000(N)    077 00 05.96000(W) AD(       ) 2
 HV5370
 HV5370.Superseded values are not recommended for survey control.
 HV5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5370.See file dsdata.txt to determine how the superseded data were derived.
 HV5370
 HV5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2494938790(NAD 83)
 HV5370_MARKER: DU = BOUNDARY MARKER
 HV5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5370
 HV5370  HISTORY     - Date     Condition        Report By
 HV5370  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5370  HISTORY     - 1942     GOOD             CGS
 HV5370  HISTORY     - 1954     SEE DESCRIPTION  CGS
 HV5370  HISTORY     - 1958     MARK NOT FOUND   CGS
 HV5370  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5370  HISTORY     - 20040107 MARK NOT FOUND   USPSQD
 HV5370
 HV5370                          STATION DESCRIPTION
 HV5370
 HV5370'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5370'THE MONUMENT IS LOCATED 2.735 METERS FROM STATION ROSIER 2,
 HV5370'AZIMUTH 345 DEG.  THE MARK IS THE STANDARD MARK OF THE
 HV5370'VIRGINIA-MARYLAND BOUNDARY COMMISSION.  NOTE--THE MARK OF THE VIRGINA-
 HV5370'MARYLAND BOUNDARY COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID,
 HV5370'REINFORCED, WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH
 HV5370'IS SET A BRONZE CAP, LETTERED WITH THE NAME VIRGINA-MARYLAND
 HV5370'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5370
 HV5370                          STATION RECOVERY (1942)
 HV5370
 HV5370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV5370'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE U.S.
 HV5370'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF TRIANGULATION
 HV5370'STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO PERSIMMON POINT,
 HV5370'VIRGINIA AND MARYLAND.--
 HV5370'
 HV5370'THE MONUMENT IS LOCATED 2.726 METERS FROM STATION ROSIER 2,
 HV5370'INSTEAD OF 2.735 METERS AS INDICATED IN THE DESCRIPTION.
 HV5370'
 HV5370'THIS STATION IS ON THE W SIDE OF THE POTOMAC RIVER, ON THE N SIDE
 HV5370'OF THE MOUTH OF ROSIER CREEK, ON THE EDGE OF A 17-FOOT BLUFF,
 HV5370'ABOUT 8 FEET W OF TOP EDGE OF BANK ON WHICH IT STANDS, AND
 HV5370'2.726 METERS S OF TRIANGULATION STATION ROSIER 2.
 HV5370'
 HV5370'THE STATION IS A BRONZE VIRGINIA-MARYLAND BOUNDARY COMMISSION
 HV5370'DISK, STAMPED NO. 29 67-30, SET IN THE TOP OF A 10-INCH SQUARE
 HV5370'CONCRETE MONUMENT, WHICH EXTENDS 14 INCHES ABOVE GROUND.  THE
 HV5370'STATION IS IN GOOD CONDITION.
 HV5370'
 HV5370'TO REACH THE STATION FROM KING GEORGE, GO E ON HIGHWAY FOR 1.1
 HV5370'MILES TO ROAD FORKS.  FOLLOW LEFT FORK 6.7 MILES TO WHERE A LAND
 HV5370'ROAD BEARS TO LEFT.  FOLLOW THIS ROAD 0.7 MILE TO FORKS IN ROAD.
 HV5370'CONTINUE ON RIGHT FORK, AND FOLLOW 2.5 MILES TO LARGE WHITE HOUSE
 HV5370'OVERLOOKING BLUFF.  THE STATION IS FOUND ON THE FRONT LAWN OF
 HV5370'THE HOUSE.
 HV5370
 HV5370                          STATION RECOVERY (1954)
 HV5370
 HV5370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5370'THIS STATION HAS BEEN DESTROYED.  THE MARK WAS FOUND LYING ON TOP
 HV5370'OF THE GROUND.
 HV5370
 HV5370                          STATION RECOVERY (1958)
 HV5370
 HV5370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5370'THE STATION IS LOST.  MEASUREMENTS MADE DURING THE RECOVERY OF
 HV5370'ROSIER 2, 1901 INDICATES THAT THE BANK HAS ERODED ABOUT 30 FEET
 HV5370'AT THE STATION SITE, TAKING WITH IT THE BOUNDARY MONUMENT.
 HV5370
 HV5370                          STATION RECOVERY (1999)
 HV5370
 HV5370'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5370'MARK NOT FOUND.
 HV5370
 HV5370                          STATION RECOVERY (2004)
 HV5370
 HV5370'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV5370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3627 ***********************************************************************
 GV3627  DESIGNATION -  BOUNDARY MONUMENT 2
 GV3627  PID         -  GV3627
 GV3627  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3627  USGS QUAD   -  SMITH POINT (1973)
 GV3627
 GV3627                         *CURRENT SURVEY CONTROL
 GV3627  ___________________________________________________________________
 GV3627* NAD 83(1993)-  37 53 18.06182(N)    076 14 19.23890(W)     ADJUSTED  
 GV3627* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3627  ___________________________________________________________________
 GV3627  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GV3627  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 GV3627
 GV3627  HORZ ORDER  -  THIRD
 GV3627
 GV3627.The horizontal coordinates were established by classical geodetic methods
 GV3627.and adjusted by the National Geodetic Survey in November 1994..
 GV3627
 GV3627.The orthometric height was scaled from a topographic map.
 GV3627
 GV3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3627
 GV3627.The geoid height was determined by GEOID03.
 GV3627
 GV3627;                    North         East     Units Scale Factor Converg.
 GV3627;SPC VA S     - 1,174,955.237 3,698,896.591   MT  0.99998665   +1 22 20.8
 GV3627;SPC VA S     - 3,854,832.31 12,135,463.23   sFT  0.99998665   +1 22 20.8
 GV3627;UTM  18      - 4,194,150.506   391,080.648   MT  0.99974612   -0 45 38.8
 GV3627
 GV3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3627!SPC VA S     -   1.00000533  x   0.99998665  =   0.99999198
 GV3627!UTM  18      -   1.00000533  x   0.99974612  =   0.99975145
 GV3627
 GV3627|---------------------------------------------------------------------|
 GV3627| PID    Reference Object                     Distance      Geod. Az  |
 GV3627|                                                           dddmmss.s |
 GV3627| GV3622 LITTLE WICOMICO RIVER LIGHT 1       289.157 METERS 05945     |
 GV3627| GV3623 SIG                                 140.243 METERS 07040     |
 GV3627| GV3624 SMITH POINT LIGHTHOUSE 1898         APPROX. 4.9 KM 1010005.2 |
 GV3627| GV3628 BOUNDARY MONUMENT 2 2                30.535 METERS 14651     |
 GV3627| GV3621 BOUNDARY MONUMENT 3 1929            273.864 METERS 30745     |
 GV3627|---------------------------------------------------------------------|
 GV3627
 GV3627                          SUPERSEDED SURVEY CONTROL
 GV3627
 GV3627  NAD 83(1993)-  37 53 18.06556(N)    076 14 19.24600(W) AD(       ) 3
 GV3627  NAD 83(1986)-  37 53 18.06512(N)    076 14 19.25953(W) AD(       ) 3
 GV3627  NAD 27      -  37 53 17.62400(N)    076 14 20.46900(W) AD(       ) 3
 GV3627
 GV3627.Superseded values are not recommended for survey control.
 GV3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3627.See file dsdata.txt to determine how the superseded data were derived.
 GV3627
 GV3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG9108194151(NAD 83)
 GV3627_MARKER: DU = BOUNDARY MARKER
 GV3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3627
 GV3627  HISTORY     - Date     Condition        Report By
 GV3627  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3627  HISTORY     - 1943     GOOD             CGS
 GV3627  HISTORY     - 1955     GOOD             CGS
 GV3627  HISTORY     - 1981     GOOD             NGS
 GV3627  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3627
 GV3627                          STATION DESCRIPTION
 GV3627
 GV3627'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3627'THE STATION IS ON THE S BANK OF THE POTOMAC RIVER, NEAR
 GV3627'THE ENTRANCE TO THE LITTLE WICOMICO RIVER.  THE MARK IS
 GV3627'APPROXIMATELY 60 YARDS SOUTHEASTERLY OF THE RIVER, 8 YARDS
 GV3627'DIRECTLY INSHORE FROM THE FACE OF AN 8-FOOT BLUFF.  THE MARK
 GV3627'IS IN A CLEAR SPACE IN THE TREES, WHICH ARE WATER OAKS AND
 GV3627'PINES, THE GROUND NEAR THE MARK IS COVERED WITH HONEYSUCKLE.
 GV3627'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 GV3627'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1
 GV3627'FOR THE STANDARD MARK).  THERE IS NO REFERENCE MARK.  IT IS
 GV3627'POORLY LOCATED FOR A TRIANGULATION STATION.
 GV3627'
 GV3627'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 GV3627
 GV3627                          STATION RECOVERY (1943)
 GV3627
 GV3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3627'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV3627'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3627
 GV3627                          STATION RECOVERY (1955)
 GV3627
 GV3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3627'STATION MARK RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GV3627'DESCRIPTION IS ADEQUATE, EXCEPT FOR THE FOLLOWING WHICH
 GV3627'SHOULD BE ADDED--
 GV3627'
 GV3627'A WOODEN BULKHEAD HAS BEEN CONSTRUCTED ALONG BOTH SIDES OF
 GV3627'THE RIVER.  STATION MARK IS 50 M. S OF THE S BULKHEAD, AND 42
 GV3627'M. S OF THE TOP OF A 10-FT. BLUFF.
 GV3627
 GV3627                          STATION RECOVERY (1981)
 GV3627
 GV3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GV3627'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW
 GV3627'PROJECTING ABOUT 2 FEET ABOVE GROUND LEVEL.  A HOUSE IS BEING
 GV3627'CONSTRUCTED OVER THE MARK WHICH WILL BE IN THE NORTHEAST QUADRANT
 GV3627'OF THE HOUSE.  THE MARK WILL BE ENCASED IN PLASTIC IN THE FLOORING SO
 GV3627'THAT IT MAY BE VIEWED AT ALL TIMES.  THE HOUSE IS BEING CONSTRUCTED BY
 GV3627'MRS. CLAIR KNIGHT OF 12321 AIRPORT DRIVE, WASHINGTON, D.C.  A NUMBER
 GV3627'2 STATION WAS SET
 GV3627'
 GV3627'A NEW DESCRIPTION FOLLOWS.
 GV3627'
 GV3627'STATION IS ON THE SOUTH BANK OF THE POTOMAC RIVER ABOUT 0.15 MILE
 GV3627'SOUTHWEST OF THE ENTRANCE OF THE ENTRANCE TO THE LITTLE WICOMICO
 GV3627'RIVER, ABOUT 60 YARDS SOUTH-SOUTHEAST OF THE SOUTH BANK OF LITTLE
 GV3627'WICOMICO RIVER AND ABOUT 200 YARDS EAST OF THE BANK OF THE POTOMAC
 GV3627'RIVER, ON A BLUFF THAT IS ABOUT 8 FEET HIGH.
 GV3627'
 GV3627'THE DISK IS A STANDARD MARYLAND-VIRGINIA BOUNDARY DISK STAMPED---NO 2
 GV3627'1929 31 DISTANCE 144 FEET---SET IN TOP OF 12-INCH SQUARE CONCRETE
 GV3627'POST THAT PROJECTS 2 FEET.
 GV3627'
 GV3627'THE STATION, LITTLE WICOMICO RIVER LIGHT 1 1955 STATION WAS RECOVERED
 GV3627'IN GOOD CONDITION AS DESCRIBED.
 GV3627
 GV3627                          STATION RECOVERY (2002)
 GV3627
 GV3627'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3628 ***********************************************************************
 GV3628  DESIGNATION -  BOUNDARY MONUMENT 2 2
 GV3628  PID         -  GV3628
 GV3628  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3628  USGS QUAD   -  SMITH POINT (1973)
 GV3628
 GV3628                         *CURRENT SURVEY CONTROL
 GV3628  ___________________________________________________________________
 GV3628* NAD 83(1993)-  37 53 17.23257(N)    076 14 18.55567(W)     ADJUSTED  
 GV3628* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3628  ___________________________________________________________________
 GV3628  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 GV3628  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 GV3628
 GV3628  HORZ ORDER  -  THIRD
 GV3628
 GV3628.The horizontal coordinates were established by classical geodetic methods
 GV3628.and adjusted by the National Geodetic Survey in November 1994..
 GV3628
 GV3628.The orthometric height was scaled from a topographic map.
 GV3628
 GV3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3628
 GV3628.The geoid height was determined by GEOID03.
 GV3628
 GV3628;                    North         East     Units Scale Factor Converg.
 GV3628;SPC VA S     - 1,174,930.077 3,698,913.893   MT  0.99998661   +1 22 21.2
 GV3628;SPC VA S     - 3,854,749.76 12,135,520.00   sFT  0.99998661   +1 22 21.2
 GV3628;SPC VA N     - 2,027,031.274 3,698,921.193   MT  1.00002880   +1 24 41.2
 GV3628;SPC VA N     - 6,650,351.77 12,135,543.95   sFT  1.00002880   +1 24 41.2
 GV3628;SPC MD       -    24,862.305   466,992.718   MT  1.00009714   +0 28 40.6
 GV3628;SPC MD       -    81,569.08  1,532,125.28   sFT  1.00009714   +0 28 40.6
 GV3628;UTM  18      - 4,194,124.726   391,096.997   MT  0.99974607   -0 45 38.4
 GV3628
 GV3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3628!SPC VA S     -   1.00000534  x   0.99998661  =   0.99999194
 GV3628!SPC VA N     -   1.00000534  x   1.00002880  =   1.00003414
 GV3628!SPC MD       -   1.00000534  x   1.00009714  =   1.00010248
 GV3628!UTM  18      -   1.00000534  x   0.99974607  =   0.99975140
 GV3628
 GV3628:                Primary Azimuth Mark                     Grid Az
 GV3628:SPC VA S     -  SMITH POINT LIGHTHOUSE 1898              099 22 22.4
 GV3628:SPC VA N     -  SMITH POINT LIGHTHOUSE 1898              099 20 02.4
 GV3628:SPC MD       -  SMITH POINT LIGHTHOUSE 1898              100 16 03.0
 GV3628:UTM  18      -  SMITH POINT LIGHTHOUSE 1898              101 30 22.0
 GV3628
 GV3628|---------------------------------------------------------------------|
 GV3628| PID    Reference Object                     Distance      Geod. Az  |
 GV3628|                                                           dddmmss.s |
 GV3628| GV3624 SMITH POINT LIGHTHOUSE 1898         APPROX. 4.9 KM 1004443.6 |
 GV3628| DC9009 BOUNDARY MONUMENT 2 2 RM 1           13.328 METERS 21926     |
 GV3628| GV3627 BOUNDARY MONUMENT 2                  30.535 METERS 32651     |
 GV3628| DC9010 BOUNDARY MONUMENT 2 2 RM 2           10.410 METERS 32656     |
 GV3628|---------------------------------------------------------------------|
 GV3628
 GV3628                          SUPERSEDED SURVEY CONTROL
 GV3628
 GV3628  NAD 83(1993)-  37 53 17.23631(N)    076 14 18.56277(W) AD(       ) 3
 GV3628  NAD 83(1986)-  37 53 17.23586(N)    076 14 18.57632(W) AD(       ) 3
 GV3628  NAD 27      -  37 53 16.79470(N)    076 14 19.78586(W) AD(       ) 3
 GV3628
 GV3628.Superseded values are not recommended for survey control.
 GV3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3628.See file dsdata.txt to determine how the superseded data were derived.
 GV3628
 GV3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG9109794125(NAD 83)
 GV3628_MARKER: DS = TRIANGULATION STATION DISK
 GV3628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3628
 GV3628  HISTORY     - Date     Condition        Report By
 GV3628  HISTORY     - 1981     MONUMENTED       NGS
 GV3628  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3628
 GV3628                          STATION DESCRIPTION
 GV3628
 GV3628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GV3628'STATION IS ON THE SOUTH BANK OF THE POTOMAC RIVER ABOUT 0.15 MILE
 GV3628'SOUTHWEST OF THE ENTRANCE TO THE LITTLE WICOMICO RIVER, ABOUT 80
 GV3628'YARDS SOUTH-SOUTHEAST OF THE SOUTH BANK OF THE LITTLE WICOMICO RIVER
 GV3628'AND ABOUT 200 YARDS WEST OF THE BANK OF THE POTOMAC RIVER ON THE TOP
 GV3628'OF AN 8 FOOT BLUFF, ON PROPERTY OWNED BY MRS. CLAIR KNIGHT OF 12321
 GV3628'AIRPORT DRIVE, WASHINGTON, D.C.  THIS STATION REPLACES BOUNDRY
 GV3628'MONUMENT NO 2 1929 BUT IS NOT ON THE BOUNDRY LINE.  OLD STATION
 GV3628'LEFT INTACT.
 GV3628'
 GV3628'TO REACH THE STATION FROM THE BURGESS POST OFFICE, GO EASTERLY ON
 GV3628'U.S. HIGHWAY 360 FOR 3.85 MILES TO A FORK, TAKE THE LEFT FORK AND GO
 GV3628'NORTHEASTERLY ON STATE ROUTE 652 FOR 1.25 MILES TO A TEE ROAD, TURN
 GV3628'RIGHT AND GO EASTERLY ON STATE ROUTE 644 FOR 0.25 MILES TO A FORK,
 GV3628'KEEP THE LEFT FORK AND CONTINUE EASTERLY ON STATE 652 FOR 0.55 MILE
 GV3628'TO A POINT WERE THE ROAD TURN NORTH AND A SIGN, END OF STATE
 GV3628'MAINTENANCE.  TURN LEFT AND GO NORTHERLY ON A PAVED ROAD FOR 1.75
 GV3628'MILES TO A PAVED TEE ROAD, TURN LEFT, EAST FOR 0.05 MILE TO A DIRT
 GV3628'SIDE ROAD NORTH, TURN LEFT AND FOLLOW DIRT ROAD NORTH AND EAST FOR
 GV3628'0.1 MILE TO THE HOME OF CLAIR KNIGHT AND THE STATION.
 GV3628'
 GV3628'STATION MARKS ARE STANDARD NGS DISKS STAMPED---BOUNDARY MONUMENT NO
 GV3628'2-2 1981---.  THE SURFACE DISK
 GV3628'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 GV3628'POST THAT IS 10-INCHES IN DIAMETER AND PROJECTS 2 INCHES.  THE
 GV3628'SUB-SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 GV3628'40 INCHES BELOW THE GROUND SURFACE.  THEY ARE 12 FEET NORTH OF THE
 GV3628'APPROXIMATE CENTER OF A TRACK ROAD, 23 FEET WEST OF THE EDGE OF BANK,
 GV3628'53.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF PROPOSED HOUSE,
 GV3628'67.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER AND 55 FEET NORTHEAS
 GV3628'OF THE NORTHEAST CORNER OF A POWER TRANSFORMER BOX.
 GV3628'
 GV3628'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED---BOUNDARY MONUMENT
 GV3628'NO 2-2 NO 1 1981---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 GV3628'THAT IS 10-INCHES IN DIAMETER AND RECESSED 3-INCHES BELOW GROUND
 GV3628'SURFACE.  IT IS 10 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK
 GV3628'ROAD, 11.3 FEET EAST OF THE NORTHEAST CORNER OF THE POWER TRANSFORMER
 GV3628'BOX AND 62.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 GV3628'PROPOSED HOUSE.  IT IS THE SAME ELEVATION AS THE STATION.
 GV3628'
 GV3628'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED---BOUNDARY MONUMENT
 GV3628'NO 2-2 NO 2 1981---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 GV3628'THAT IS 10-INCHES IN DIAMETER AND IS RECESSED 1 INCH BELOW GROUND
 GV3628'SURFACE.  IT IS 25 FEET WEST OF THE EDGE OF THE 8 FOOT BANK AND 19.7
 GV3628'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE.  IT IS THE
 GV3628'SAME ELEVATION AS THE STATION.
 GV3628'
 GV3628'STATION MARK IS A STANDARD MARYLAND-VIRGINIA BOUNDARY DISK
 GV3628'STAMPED---NO 2 1929 31 DISTANCE 144 FEET---SET IN THE TOP OF A
 GV3628'12-INCH SQUARE CONCRETE POST.  A HOUSE IS BEING CONSTRUCTED OVER
 GV3628'THE MARK WHICH WILL BE IN THE NORTHEAST QUADRANT OF THE HOUSE AND
 GV3628'ENCASED IN PLASTIC IN THE FLOORING SO THAT IT MAY BE VIEWED AT ALL
 GV3628'TIMES.
 GV3628
 GV3628                          STATION RECOVERY (2002)
 GV3628
 GV3628'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6920 ***********************************************************************
 HV6920  DESIGNATION -  BOUNDARY MONUMENT 20 1929
 HV6920  PID         -  HV6920
 HV6920  STATE/COUNTY-  VA/WESTMORELAND
 HV6920  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6920
 HV6920                         *CURRENT SURVEY CONTROL
 HV6920  ___________________________________________________________________
 HV6920* NAD 83(1993)-  38 09 35.07545(N)    076 41 19.13431(W)     ADJUSTED  
 HV6920* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6920  ___________________________________________________________________
 HV6920  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 HV6920  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HV6920
 HV6920  HORZ ORDER  -  THIRD
 HV6920
 HV6920.The horizontal coordinates were established by classical geodetic methods
 HV6920.and adjusted by the National Geodetic Survey in November 1994..
 HV6920
 HV6920.The orthometric height was scaled from a topographic map.
 HV6920
 HV6920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6920
 HV6920.The geoid height was determined by GEOID03.
 HV6920
 HV6920;                    North         East     Units Scale Factor Converg.
 HV6920;SPC VA N     - 2,056,296.448 3,658,736.280   MT  0.99998010   +1 07 49.8
 HV6920;SPC VA N     - 6,746,365.93 12,003,703.95   sFT  0.99998010   +1 07 49.8
 HV6920;SPC MD       -    54,780.561   427,288.043   MT  1.00002736   +0 11 43.5
 HV6920;SPC MD       -   179,725.89  1,401,860.85   sFT  1.00002736   +0 11 43.5
 HV6920;SPC VA S     - 1,204,220.079 3,658,746.499   MT  1.00004094   +1 05 57.7
 HV6920;SPC VA S     - 3,950,845.38 12,003,737.47   sFT  1.00004094   +1 05 57.7
 HV6920;UTM  18      - 4,224,886.310   352,058.240   MT  0.99986956   -1 02 36.7
 HV6920
 HV6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6920!SPC VA N     -   1.00000521  x   0.99998010  =   0.99998531
 HV6920!SPC MD       -   1.00000521  x   1.00002736  =   1.00003257
 HV6920!SPC VA S     -   1.00000521  x   1.00004094  =   1.00004615
 HV6920!UTM  18      -   1.00000521  x   0.99986956  =   0.99987477
 HV6920
 HV6920:                Primary Azimuth Mark                     Grid Az
 HV6920:SPC VA N     -  BLAKISTON ISLAND LH 1860                 315 54 53.6
 HV6920:SPC MD       -  BLAKISTON ISLAND LH 1860                 316 50 59.9
 HV6920:SPC VA S     -  BLAKISTON ISLAND LH 1860                 315 56 45.7
 HV6920:UTM  18      -  BLAKISTON ISLAND LH 1860                 318 05 20.1
 HV6920
 HV6920|---------------------------------------------------------------------|
 HV6920| PID    Reference Object                     Distance      Geod. Az  |
 HV6920|                                                           dddmmss.s |
 HV6920| HV6945 BLAKISTON ISLAND LH 1860            APPROX. 7.2 KM 3170243.4 |
 HV6920|---------------------------------------------------------------------|
 HV6920
 HV6920                          SUPERSEDED SURVEY CONTROL
 HV6920
 HV6920  NAD 83(1993)-  38 09 35.07386(N)    076 41 19.13844(W) AD(       ) 3
 HV6920  NAD 83(1986)-  38 09 35.07511(N)    076 41 19.15019(W) AD(       ) 3
 HV6920  NAD 27      -  38 09 34.61700(N)    076 41 20.27800(W) AD(       ) 3
 HV6920
 HV6920.Superseded values are not recommended for survey control.
 HV6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6920.See file dsdata.txt to determine how the superseded data were derived.
 HV6920
 HV6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5205824886(NAD 83)
 HV6920_MARKER: DD = SURVEY DISK
 HV6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6920+STABILITY: SURFACE MOTION
 HV6920
 HV6920  HISTORY     - Date     Condition        Report By
 HV6920  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6920  HISTORY     - 1932     GOOD             VACF
 HV6920  HISTORY     - 1942     GOOD             CGS
 HV6920  HISTORY     - 1957     GOOD             CGS
 HV6920  HISTORY     - 19981031 POOR             USPSQD
 HV6920  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6920
 HV6920                          STATION DESCRIPTION
 HV6920
 HV6920'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6920'THE STATION IS LOCATED NEAR BOUNDARY MONUMENT NO. 20 ECCENTRIC AS
 HV6920'FOLLOWS.  (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE STANDARD
 HV6920'MARK).
 HV6920
 HV6920                          STATION RECOVERY (1932)
 HV6920
 HV6920'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6920'THE STATION OCCUPIED IN 1932 IS THE MARYLAND AND VIRGINIA BOUNDARY
 HV6920'MARKER, THE ECCENTRIC STATION HAS BEEN UNDERMINED BY THE STORMS OF
 HV6920'LAST SPRING AND ITS MARKER WITH A C. AND G.S. REFERENCE PLATE IS
 HV6920'LYING ON ITS SIDE ON TOP OF THE SHORE.
 HV6920'
 HV6920'BOUNDARY MONUMENT NO. 20
 HV6920
 HV6920                          STATION RECOVERY (1942)
 HV6920
 HV6920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6920'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE U.S.
 HV6920'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV6920'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV6920'PERSIMMON POINT, VIRGINIA AND MARYLAND-- (1) KINGCOPSICO POINT,
 HV6920'INSTEAD OF KING KOPSICO POINT.
 HV6920'
 HV6920'(2) NO WATER OAKS ARE PRESENT IN THIS REGION.
 HV6920'
 HV6920'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF THE POTOMAC
 HV6920'RIVER, ON THE EASTERN END OF THE BROAD POINT OF LAND KNOWN AS
 HV6920'KINGCOPSICO POINT, ABOUT HALFWAY BETWEEN THE MEAN LOW AND MEAN
 HV6920'HIGH-WATER LINES, AND ABOUT 412 FEET N OF TRIANGULATION STATION
 HV6920'COPSICO 1934.
 HV6920'
 HV6920'THE STATION IS A BRONZE DISK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6920'COMMISSION, STAMPED NO. 20 43 149, SET IN A 10-INCH SQUARE
 HV6920'CONCRETE MONUMENT, WHICH PROJECTS 20 INCHES ABOVE THE BEACH. THE
 HV6920'MONUMENT IS LEANING SLIGHTLY TO THE N AND IS IN IMMEDIATE DANGER
 HV6920'OF BEING WASHED OUT.
 HV6920
 HV6920                          STATION RECOVERY (1957)
 HV6920
 HV6920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6920'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE 1942 RECOVERY
 HV6920'NOTE BY W.D.P. IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6920'
 HV6920'THE STATION IS IN THE WATER, ABOUT 25 FEET NORTH OF THE MEAN
 HV6920'HIGH-WATER LINE.  IT IS IN DANGER OF BEING WASHED-OUT.  IT IS
 HV6920'STAMPED NO 20 43 149 AND PROJECTS 6 INCHES ABOVE MEAN HIGH-WATER.
 HV6920'
 HV6920'TO REACH THE STATION, SEE RECOVERY NOTE BY W.D.P. IN 1942 FOR
 HV6920'STATION COPSICO, 1934.
 HV6920
 HV6920                          STATION RECOVERY (1998)
 HV6920
 HV6920'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6920'MARK RECOVERED IN POOR CONDITION.
 HV6920
 HV6920                          STATION RECOVERY (2003)
 HV6920
 HV6920'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6971 ***********************************************************************
 HV6971  DESIGNATION -  BOUNDARY MONUMENT 23 1929
 HV6971  PID         -  HV6971
 HV6971  STATE/COUNTY-  VA/WESTMORELAND
 HV6971  USGS QUAD   -  STRATFORD HALL (1973)
 HV6971
 HV6971                         *CURRENT SURVEY CONTROL
 HV6971  ___________________________________________________________________
 HV6971* NAD 83(1993)-  38 10 03.62499(N)    076 45 55.27827(W)     ADJUSTED  
 HV6971* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6971  ___________________________________________________________________
 HV6971  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 HV6971  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HV6971
 HV6971  HORZ ORDER  -  THIRD
 HV6971
 HV6971.The horizontal coordinates were established by classical geodetic methods
 HV6971.and adjusted by the National Geodetic Survey in November 1994..
 HV6971
 HV6971.The orthometric height was scaled from a topographic map.
 HV6971
 HV6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6971
 HV6971.The geoid height was determined by GEOID03.
 HV6971
 HV6971;                    North         East     Units Scale Factor Converg.
 HV6971;SPC VA N     - 2,057,046.721 3,651,998.343   MT  0.99997901   +1 04 57.4
 HV6971;SPC VA N     - 6,748,827.45 11,981,597.90   sFT  0.99997901   +1 04 57.4
 HV6971;SPC MD       -    55,640.751   420,562.933   MT  1.00002565   +0 08 50.2
 HV6971;SPC MD       -   182,548.03  1,379,796.89   sFT  1.00002565   +0 08 50.2
 HV6971;SPC VA S     - 1,204,973.984 3,652,008.541   MT  1.00004287   +1 03 10.1
 HV6971;SPC VA S     - 3,953,318.81 11,981,631.35   sFT  1.00004287   +1 03 10.1
 HV6971;UTM  18      - 4,225,891.533   345,354.266   MT  0.99989454   -1 05 28.1
 HV6971
 HV6971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6971!SPC VA N     -   1.00000533  x   0.99997901  =   0.99998434
 HV6971!SPC MD       -   1.00000533  x   1.00002565  =   1.00003098
 HV6971!SPC VA S     -   1.00000533  x   1.00004287  =   1.00004820
 HV6971!UTM  18      -   1.00000533  x   0.99989454  =   0.99989987
 HV6971
 HV6971:                Primary Azimuth Mark                     Grid Az
 HV6971:SPC VA N     -  BLAKISTON ISLAND LH 1860                 021 01 12.5
 HV6971:SPC MD       -  BLAKISTON ISLAND LH 1860                 021 57 19.7
 HV6971:SPC VA S     -  BLAKISTON ISLAND LH 1860                 021 02 59.8
 HV6971:UTM  18      -  BLAKISTON ISLAND LH 1860                 023 11 38.0
 HV6971
 HV6971|---------------------------------------------------------------------|
 HV6971| PID    Reference Object                     Distance      Geod. Az  |
 HV6971|                                                           dddmmss.s |
 HV6971| HV6945 BLAKISTON ISLAND LH 1860            APPROX. 4.8 KM 0220609.9 |
 HV6971|---------------------------------------------------------------------|
 HV6971
 HV6971                          SUPERSEDED SURVEY CONTROL
 HV6971
 HV6971  NAD 83(1993)-  38 10 03.62316(N)    076 45 55.28293(W) AD(       ) 3
 HV6971  NAD 83(1986)-  38 10 03.62491(N)    076 45 55.29437(W) AD(       ) 3
 HV6971  NAD 27      -  38 10 03.15100(N)    076 45 56.40900(W) AD(       ) 3
 HV6971
 HV6971.Superseded values are not recommended for survey control.
 HV6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6971.See file dsdata.txt to determine how the superseded data were derived.
 HV6971
 HV6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4535425892(NAD 83)
 HV6971_MARKER: DD = SURVEY DISK
 HV6971_SETTING: 0 = UNSPECIFIED SETTING
 HV6971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6971
 HV6971  HISTORY     - Date     Condition        Report By
 HV6971  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6971  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6971  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6971  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6971  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV6971
 HV6971                          STATION DESCRIPTION
 HV6971
 HV6971'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6971'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, AT THE
 HV6971'WESTERN END OF HOLLIS MARSH, WHICH IS AN ISLAND ALMOST ENTIRELY
 HV6971'COVERED AT HIGH WATER.  THE STATION IS APPROXIMATELY 18 YARDS FROM
 HV6971'THE EXTREME WESTERN END OF THE MARSH AND IS LOCATED IN THE MIDST
 HV6971'OF SOME SALT BUSHES.  ON THE HIGHEST LAND IN THE VICINITY.  IT IS
 HV6971'WELL LOCATED AS A TRIANGULATION STATION, AND ITS POSITION IS
 HV6971'EQUAL TO A MAIN SCHEME TRIANGULATION STATION.  A SIGNAL 15 FEET
 HV6971'HIGH IS NECESSARY TO SEE TO THE EASTWARD.
 HV6971'
 HV6971'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6971'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6971'STANDARD MARK).  THERE IS NO REFERENCE MARK.
 HV6971'
 HV6971'BOUNDARY MONUMENT NO. 23
 HV6971
 HV6971                          STATION RECOVERY (1942)
 HV6971
 HV6971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6971'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR 1-1/2
 HV6971'HOURS BUT NO TRACE OF IT COULD BE FOUND.  THROUGH LOCAL
 HV6971'INFORMATION IT WAS DISCOVERED THAT THE WESTERN END OF THE ISLAND
 HV6971'IS WASHING AWAY.
 HV6971'
 HV6971'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6971
 HV6971                          STATION RECOVERY (1957)
 HV6971
 HV6971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6971'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  THIS END
 HV6971'OF THE ISLAND HAS WASHED BADLY AND IT IS BELIEVED THAT THE STATION
 HV6971'HAS BEEN WASHED-OUT.  IT WAS NOT FOUND BY W.D.P. IN 1942.
 HV6971
 HV6971                          STATION RECOVERY (1998)
 HV6971
 HV6971'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6971'MARK NOT FOUND.
 HV6971
 HV6971                          STATION RECOVERY (2003)
 HV6971
 HV6971'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6972 ***********************************************************************
 HV6972  DESIGNATION -  BOUNDARY MONUMENT 25 1929
 HV6972  PID         -  HV6972
 HV6972  STATE/COUNTY-  VA/WESTMORELAND
 HV6972  USGS QUAD   -  STRATFORD HALL (1973)
 HV6972
 HV6972                         *CURRENT SURVEY CONTROL
 HV6972  ___________________________________________________________________
 HV6972* NAD 83(1993)-  38 10 12.76653(N)    076 51 30.92874(W)     ADJUSTED  
 HV6972* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 HV6972  ___________________________________________________________________
 HV6972  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HV6972  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HV6972
 HV6972  HORZ ORDER  -  THIRD
 HV6972
 HV6972.The horizontal coordinates were established by classical geodetic methods
 HV6972.and adjusted by the National Geodetic Survey in November 1994..
 HV6972
 HV6972.The orthometric height was scaled from a topographic map.
 HV6972
 HV6972.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6972
 HV6972.The geoid height was determined by GEOID03.
 HV6972
 HV6972;                    North         East     Units Scale Factor Converg.
 HV6972;SPC VA N     - 2,057,178.310 3,643,824.369   MT  0.99997866   +1 01 28.0
 HV6972;SPC VA N     - 6,749,259.17 11,954,780.45   sFT  0.99997866   +1 01 28.0
 HV6972;SPC MD       -    55,905.792   412,391.816   MT  1.00002511   +0 05 19.5
 HV6972;SPC MD       -   183,417.59  1,352,988.82   sFT  1.00002511   +0 05 19.5
 HV6972;SPC VA S     - 1,205,109.722 3,643,834.109   MT  1.00004349   +0 59 46.4
 HV6972;SPC VA S     - 3,953,764.15 11,954,812.41   sFT  1.00004349   +0 59 46.4
 HV6972;UTM  18      - 4,226,333.004   337,191.723   MT  0.99992646   -1 08 55.9
 HV6972
 HV6972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6972!SPC VA N     -   0.99999810  x   0.99997866  =   0.99997676
 HV6972!SPC MD       -   0.99999810  x   1.00002511  =   1.00002321
 HV6972!SPC VA S     -   0.99999810  x   1.00004349  =   1.00004159
 HV6972!UTM  18      -   0.99999810  x   0.99992646  =   0.99992456
 HV6972
 HV6972:                Primary Azimuth Mark                     Grid Az
 HV6972:SPC VA N     -  COBB POINT BAR LIGHTHOUSE                018 12 06.5
 HV6972:SPC MD       -  COBB POINT BAR LIGHTHOUSE                019 08 15.0
 HV6972:SPC VA S     -  COBB POINT BAR LIGHTHOUSE                018 13 48.1
 HV6972:UTM  18      -  COBB POINT BAR LIGHTHOUSE                020 22 30.4
 HV6972
 HV6972|---------------------------------------------------------------------|
 HV6972| PID    Reference Object                     Distance      Geod. Az  |
 HV6972|                                                           dddmmss.s |
 HV6972| HV6999 COBB POINT BAR LIGHTHOUSE           APPROX. 8.5 KM 0191334.5 |
 HV6972|---------------------------------------------------------------------|
 HV6972
 HV6972                          SUPERSEDED SURVEY CONTROL
 HV6972
 HV6972  NAD 83(1993)-  38 10 12.76474(N)    076 51 30.93491(W) AD(       ) 3
 HV6972  NAD 83(1986)-  38 10 12.76673(N)    076 51 30.94479(W) AD(       ) 3
 HV6972  NAD 27      -  38 10 12.28100(N)    076 51 32.00700(W) AD(       ) 3
 HV6972
 HV6972.Superseded values are not recommended for survey control.
 HV6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6972.See file dsdata.txt to determine how the superseded data were derived.
 HV6972
 HV6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3719226333(NAD 83)
 HV6972_MARKER: DD = SURVEY DISK
 HV6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6972+STABILITY: SURFACE MOTION
 HV6972
 HV6972  HISTORY     - Date     Condition        Report By
 HV6972  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6972  HISTORY     - 1942     GOOD             CGS
 HV6972  HISTORY     - 1954     GOOD             CGS
 HV6972  HISTORY     - 1960     GOOD             CGS
 HV6972  HISTORY     - 1961     GOOD             CGS
 HV6972  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6972  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6972
 HV6972                          STATION DESCRIPTION
 HV6972
 HV6972'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6972'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, NEAR
 HV6972'THE EASTERN END OF HORSEHEAD CLIFFS,  ON THE NON-PROMINENT POINT
 HV6972'NEAR THE EASTERN END OF THE CLIFFS.
 HV6972'
 HV6972'THE STATION IS LOCATED AT THE EDGE OF THE SECOND GROWTH PINES THAT
 HV6972'GROW THICKLY AT THE TOP OF THE CLIFFS.  THE CLIFFS ARE ABOUT 150
 HV6972'FEET HIGH.  THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV6972'BOUNDARY COMMISSION, (SEE DESCRIPTION OF BOUNADRY MARK NO. 1 FOR
 HV6972'THE STANDARD MARK).  THERE IS NO REFERENCE MARK.  CONSIDERABLE
 HV6972'CLEARING IS NECESSARY IF THIS STATION IS TO BE USED FOR
 HV6972'TRIANGULATION PURPOSES.
 HV6972'
 HV6972'TO REACH THE STATION, GO ASHORE AT THE LOW LAND BETWEEN HORSEHEAD
 HV6972'AND NOMINI CLIFFS, AT THE PLACE THAT IS USED FOR LOADING RAILROAD
 HV6972'TIES AND TIMBER BY SAWMILLS WORKING IN THE VICINITY, AND FOLLOW
 HV6972'THE TRAIL THAT LEADS AROUND THE BACK OF THE FIRST HILL, AND
 HV6972'KEEPING TO THE RIGHT UP THE HILL, CONTINUE UNTIL THE TOP OF THE
 HV6972'CLIFFS IS REACHED.
 HV6972
 HV6972                          STATION RECOVERY (1942)
 HV6972
 HV6972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6972'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER AND IS
 HV6972'NEAR THE EASTERN END OF THE HORSESHOE CLIFFS, ON THE WESTMORELAND
 HV6972'STATE PARK CLIFF TRAIL, 1 METER E OF THE CENTER LINE OF THE TRAIL
 HV6972'AND 10 METERS W OF THE CLIFF EDGE, AND IN THE EDGE OF SECOND
 HV6972'GROWTH PINE.  THE CLIFF ON WHICH IT IS LOCATED IS ABOUT 150 FEET HIGH.
 HV6972'
 HV6972'THE MARK IS A BRONZE DISK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6972'COMMISSION, STAMPED NO. 25 48 74, SET IN A 10-INCH SQUARE CONCRETE
 HV6972'MONUMENT, WHICH EXTENDS 18 INCHES ABOVE THE GROUND.  THE STATION
 HV6972'IS IN GOOD CONDITION.
 HV6972
 HV6972                          STATION RECOVERY (1954)
 HV6972
 HV6972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6972'THIS STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1929.
 HV6972
 HV6972                          STATION RECOVERY (1960)
 HV6972
 HV6972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6972'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 HV6972'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 HV6972'
 HV6972'STATION IS LOCATED ON THE SOUTH SHORE OF THE POTOMAC RIVER NEAR
 HV6972'THE EASTERLY END OF THE HORSESHOE CLIFFS IN THE WESTMORELAND STATE
 HV6972'PARK.  IT IS IN THE LAWN BEHIND THE MOST NORTHEASTERLY OF A GROUP
 HV6972'OF CABINS, 30 FT. SOUTHWEST OF EDGE OF BLUFF, 34.4 FT. NW OF THE
 HV6972'NE CORNER AND 36.2 FT. NE OF THE NW CORNER OF CABIN NO. 25.
 HV6972'
 HV6972'THE MARK IS A BRONZE DISK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6972'COMMISSION, STAMPED NO 25 48 74, SET IN THE TOP OF A 10 INCH
 HV6972'SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES.  THE 5 IN THE 25
 HV6972'STAMPED ON THE DISK IS PECULIAR IN LOOKS AND RESEMBLES A 7.
 HV6972
 HV6972                          STATION RECOVERY (1961)
 HV6972
 HV6972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6972'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS STAMPED
 HV6972'2 5- 48 - 74 WITH THE 5 BEING MADE WITH AN UPSIDE-DOWN 2.  THE
 HV6972'DESCRIPTION BY W.D.P. IN 1942 IS ADEQUATE WITH THE ADDITION THAT
 HV6972'THE MARK IS 35.7 FT NORTH EAST OF THE NORTH CORNER OF CABIN NO. 25.
 HV6972
 HV6972                          STATION RECOVERY (1998)
 HV6972
 HV6972'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6972'MARK NOT FOUND.
 HV6972
 HV6972                          STATION RECOVERY (2003)
 HV6972
 HV6972'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6985 ***********************************************************************
 HV6985  DESIGNATION -  BOUNDARY MONUMENT 24 1929
 HV6985  PID         -  HV6985
 HV6985  STATE/COUNTY-  VA/WESTMORELAND
 HV6985  USGS QUAD   -  STRATFORD HALL (1973)
 HV6985
 HV6985                         *CURRENT SURVEY CONTROL
 HV6985  ___________________________________________________________________
 HV6985* NAD 83(1993)-  38 10 05.55635(N)    076 46 51.60909(W)     ADJUSTED  
 HV6985* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6985  ___________________________________________________________________
 HV6985  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 HV6985  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HV6985
 HV6985  HORZ ORDER  -  THIRD
 HV6985
 HV6985.The horizontal coordinates were established by classical geodetic methods
 HV6985.and adjusted by the National Geodetic Survey in November 1994..
 HV6985
 HV6985.The orthometric height was scaled from a topographic map.
 HV6985
 HV6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6985
 HV6985.The geoid height was determined by GEOID03.
 HV6985
 HV6985;                    North         East     Units Scale Factor Converg.
 HV6985;SPC VA N     - 2,057,080.469 3,650,626.280   MT  0.99997893   +1 04 22.3
 HV6985;SPC VA N     - 6,748,938.17 11,977,096.39   sFT  0.99997893   +1 04 22.3
 HV6985;SPC MD       -    55,696.895   419,191.540   MT  1.00002554   +0 08 14.8
 HV6985;SPC MD       -   182,732.23  1,375,297.58   sFT  1.00002554   +0 08 14.8
 HV6985;SPC VA S     - 1,205,008.445 3,650,636.409   MT  1.00004300   +1 02 35.9
 HV6985;SPC VA S     - 3,953,431.87 11,977,129.62   sFT  1.00004300   +1 02 35.9
 HV6985;UTM  18      - 4,225,977.291   343,984.583   MT  0.99989978   -1 06 03.0
 HV6985
 HV6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6985!SPC VA N     -   1.00000502  x   0.99997893  =   0.99998395
 HV6985!SPC MD       -   1.00000502  x   1.00002554  =   1.00003056
 HV6985!SPC VA S     -   1.00000502  x   1.00004300  =   1.00004802
 HV6985!UTM  18      -   1.00000502  x   0.99989978  =   0.99990479
 HV6985
 HV6985:                Primary Azimuth Mark                     Grid Az
 HV6985:SPC VA N     -  COBB POINT BAR LIGHTHOUSE                333 07 06.3
 HV6985:SPC MD       -  COBB POINT BAR LIGHTHOUSE                334 03 13.8
 HV6985:SPC VA S     -  COBB POINT BAR LIGHTHOUSE                333 08 52.7
 HV6985:UTM  18      -  COBB POINT BAR LIGHTHOUSE                335 17 31.6
 HV6985
 HV6985|---------------------------------------------------------------------|
 HV6985| PID    Reference Object                     Distance      Geod. Az  |
 HV6985|                                                           dddmmss.s |
 HV6985| HV6999 COBB POINT BAR LIGHTHOUSE           APPROX. 9.2 KM 3341128.6 |
 HV6985|---------------------------------------------------------------------|
 HV6985
 HV6985                          SUPERSEDED SURVEY CONTROL
 HV6985
 HV6985  NAD 83(1993)-  38 10 05.55448(N)    076 46 51.61367(W) AD(       ) 3
 HV6985  NAD 83(1986)-  38 10 05.55630(N)    076 46 51.62503(W) AD(       ) 3
 HV6985  NAD 27      -  38 10 05.08200(N)    076 46 52.73600(W) AD(       ) 3
 HV6985
 HV6985.Superseded values are not recommended for survey control.
 HV6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6985.See file dsdata.txt to determine how the superseded data were derived.
 HV6985
 HV6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4398525977(NAD 83)
 HV6985_MARKER: DD = SURVEY DISK
 HV6985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6985+STABILITY: SURFACE MOTION
 HV6985
 HV6985  HISTORY     - Date     Condition        Report By
 HV6985  HISTORY     - 1929     MONUMENTED       MDVABC
 HV6985  HISTORY     - 1942     GOOD             CGS
 HV6985  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6985  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6985  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV6985
 HV6985                          STATION DESCRIPTION
 HV6985
 HV6985'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV6985'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, AT THE
 HV6985'E END OF NOMINI CLIFFS, ABOUT 40 YARDS FROM THE EDGE OF THE TREES
 HV6985'TO THE EASTWARD.  THE MARK IS INSHORE APPROXIMATELY 8 YARDS FROM
 HV6985'THE FACE OF A BLUFF ABOUT 6 FEET HIGH AND ABOUT HALFWAY BETWEEN
 HV6985'THE FACE OF THE BLUFF AND THE TOP OF THE HILL. IT IS LOCATED IN A
 HV6985'THICK GROWTH OF HICKORY, SWEET GUM AND PINE TREES, AND JUST E OF A
 HV6985'SMALL CEDAR TREE.  A NUMBER OF TREES WERE CUT IN CLEARING LINES OF
 HV6985'SIGHT.
 HV6985'
 HV6985'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6985'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV6985'STANDARD MARK ).  THERE IS NO REFERENCE MARK.  THIS POINT IS
 HV6985'VALUE-LESS AS A TRIANGULATION STATION.
 HV6985
 HV6985                          STATION RECOVERY (1942)
 HV6985
 HV6985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6985'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE U.S.
 HV6985'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV6985'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV6985'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV6985'
 HV6985'(1) ABOUT 150 YARDS W OF THE EDGE OF THE FOREST INSTEAD OF 40 YARDS.
 HV6985'
 HV6985'(2) 5 FEET INSHORE FROM THE EDGE OF A BLUFF, INSTEAD OF 8 YARDS.
 HV6985'
 HV6985'(3) THE BLUFF IS ABOUT 25 FEET HIGH, INSTEAD OF 6 FEET HIGH.
 HV6985'
 HV6985'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER A THE E
 HV6985'END OF NOMINI CLIFFS, WESTMORELAND COUNTY, ABOUT 150 YARDS W OF
 HV6985'THE EDGE OF THE FOREST, 5 FEET INSHORE FROM THE EDGE OF A BLUFF,
 HV6985'25 FEET HIGH, AND IS 3 FEET E OF A CEDAR TREE, 4.605 METERS N OF A
 HV6985'BUREAU OF ORDNANCE TRIANGULATION STATION, AND IS 14.660 METERS N
 HV6985'OF A BUREAU OF ORDNANCE REFERENCE MARK.
 HV6985'
 HV6985'THE STATION IS A BRONZE DISK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV6985'COMMISSION, STAMPED NO. 24 352 100, SET IN A 10-INCH SQUARE
 HV6985'CONCRETE MONUMENT, WHICH EXTENDS 18 INCHES ABOVE THE GROUND. THE
 HV6985'MARK IS IN GOOD CONDITION BUT IS IN DANGER OF BEING WASHED OUT.
 HV6985'
 HV6985'THE BUREAU OF ORDNANCE TRIANGULATION STATION IS 10.865 METERS N OF
 HV6985'THE BUREAU OF ORDNANCE REFERENCE MARK.
 HV6985
 HV6985                          STATION RECOVERY (1957)
 HV6985
 HV6985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6985'THE STATION IS DESTROYED.  THE MONUMENT WAS NOT FOUND, BUT
 HV6985'REFERENCE MEASUREMENTS PLACE THE STATION IN THE WATER.  THE
 HV6985'STATION HAS BEEN DESTROYED BY EROSION.
 HV6985
 HV6985                          STATION RECOVERY (1998)
 HV6985
 HV6985'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6985'MARK NOT FOUND.
 HV6985
 HV6985                          STATION RECOVERY (2003)
 HV6985
 HV6985'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7006 ***********************************************************************
 HV7006  DESIGNATION -  BOUNDARY MONUMENT 26 1929
 HV7006  PID         -  HV7006
 HV7006  STATE/COUNTY-  VA/WESTMORELAND
 HV7006  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7006
 HV7006                         *CURRENT SURVEY CONTROL
 HV7006  ___________________________________________________________________
 HV7006* NAD 83(1993)-  38 12 29.83150(N)    076 56 56.30324(W)     ADJUSTED  
 HV7006* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7006  ___________________________________________________________________
 HV7006  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV7006  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HV7006
 HV7006  HORZ ORDER  -  THIRD
 HV7006
 HV7006.The horizontal coordinates were established by classical geodetic methods
 HV7006.and adjusted by the National Geodetic Survey in November 1994..
 HV7006
 HV7006.The orthometric height was scaled from a topographic map.
 HV7006
 HV7006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7006
 HV7006.The geoid height was determined by GEOID03.
 HV7006
 HV7006;                    North         East     Units Scale Factor Converg.
 HV7006;SPC VA N     - 2,061,266.078 3,635,834.266   MT  0.99997373   +0 58 04.9
 HV7006;SPC VA N     - 6,762,670.46 11,928,566.25   sFT  0.99997373   +0 58 04.9
 HV7006;SPC MD       -    60,123.705   404,469.187   MT  1.00001722   +0 01 55.3
 HV7006;SPC MD       -   197,255.86  1,326,995.99   sFT  1.00001722   +0 01 55.3
 HV7006;SPC VA S     - 1,209,201.612 3,635,845.389   MT  1.00005304   +0 56 28.9
 HV7006;SPC VA S     - 3,967,188.96 11,928,602.75   sFT  1.00005304   +0 56 28.9
 HV7006;UTM  18      - 4,230,720.718   329,362.666   MT  0.99995861   -1 12 20.8
 HV7006
 HV7006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7006!SPC VA N     -   1.00000483  x   0.99997373  =   0.99997856
 HV7006!SPC MD       -   1.00000483  x   1.00001722  =   1.00002205
 HV7006!SPC VA S     -   1.00000483  x   1.00005304  =   1.00005787
 HV7006!UTM  18      -   1.00000483  x   0.99995861  =   0.99996344
 HV7006
 HV7006|---------------------------------------------------------------------|
 HV7006| PID    Reference Object                     Distance      Geod. Az  |
 HV7006|                                                           dddmmss.s |
 HV7006| HV7008 CHURCH B 1932                       337.312 METERS 27838     |
 HV7006|---------------------------------------------------------------------|
 HV7006
 HV7006                          SUPERSEDED SURVEY CONTROL
 HV7006
 HV7006  NAD 83(1993)-  38 12 29.83123(N)    076 56 56.30984(W) AD(       ) 3
 HV7006  NAD 83(1986)-  38 12 29.83208(N)    076 56 56.31900(W) AD(       ) 3
 HV7006  NAD 27      -  38 12 29.35900(N)    076 56 57.41300(W) AD(       ) 3
 HV7006
 HV7006.Superseded values are not recommended for survey control.
 HV7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7006.See file dsdata.txt to determine how the superseded data were derived.
 HV7006
 HV7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2936330721(NAD 83)
 HV7006_MARKER: DD = SURVEY DISK
 HV7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7006+STABILITY: SURFACE MOTION
 HV7006
 HV7006  HISTORY     - Date     Condition        Report By
 HV7006  HISTORY     - 1929     MONUMENTED       MDVABC
 HV7006  HISTORY     - 1932     GOOD             VACF
 HV7006  HISTORY     - 1942     GOOD             CGS
 HV7006  HISTORY     - 1954     GOOD             CGS
 HV7006  HISTORY     - 1958     GOOD             CGS
 HV7006  HISTORY     - 1961     GOOD             CGS
 HV7006  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7006  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7006
 HV7006                          STATION DESCRIPTION
 HV7006
 HV7006'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV7006'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, AT THE
 HV7006'MOUTH OF MATTOX CREEK, ON CHURCH POINT, ON THE TOP OF A BLUFF
 HV7006'ABOUT 18 FEET HIGH, IN A FIELD IN WHICH A NUMBER OF SMALL TREES
 HV7006'HAVE BEEN SET OUT.  THE MARK IS APPROXIMATELY 20 YARDS FROM THE
 HV7006'TOP OF THE BLUFF, AND ABOUT 100 YARDS E FROM A GULLY THAT RUNS
 HV7006'NORMAL TO THE SHORE LINE.  THE MARK IS THE STANDARD MARK OF THE
 HV7006'VIRGINIA-MARYLAND BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY
 HV7006'MARK NO. 1 FOR THE STANDARD MARK).  THERE IS NO REFERENCE MARK.
 HV7006'THE VIEW FROM THIS POINT IS RESTRICTED, AND THE POINT IS OF LITTLE
 HV7006'VALUE AS A TRIANGULATION STATION.
 HV7006
 HV7006                          STATION RECOVERY (1932)
 HV7006
 HV7006'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV7006'PRIOR DESCRIPTION GOOD EXCEPT AS TO SMALL TREES, COULD NOT FIND THEM.
 HV7006
 HV7006                          STATION RECOVERY (1942)
 HV7006
 HV7006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7006'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE U.S.
 HV7006'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV7006'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV7006'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV7006'
 HV7006'THERE ARE NO TREES PRESENT IN THE FIELD IN WHICH THE STATION IS
 HV7006'LOCATED AS INDICATED IN THE ORIGINAL DESCRIPTION.
 HV7006'
 HV7006'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER AT THE
 HV7006'MOUTH OF MATTOX CREEK, ON CHURCH POINT ON TOP OF A BLUFF ABOUT 18
 HV7006'FEET HIGH, APPROXIMATELY 20 YARDS BACK FROM THE EDGE OF THE BLUFF,
 HV7006'AND ABOUT 100 YARDS E FROM A GULLY AND HEDGE FENCE THAT RUNS
 HV7006'NORMAL TO THE SHORE LINE.
 HV7006'
 HV7006'THE STATION IS MARKED BY A BRONZE VA.-MD. BOUNDARY COMMISSION
 HV7006'DISK, STAMPED NO. 26-348-85, SET IN THE TOP OF A 10-INCH SQUARE
 HV7006'CONCRETE MONUMENT, WHICH EXTENDS 8 INCHES ABOVE THE GROUND. THE
 HV7006'STATION IS IN GOOD CONDITION.
 HV7006'
 HV7006'TO REACH THE STATION FROM OAK GROVE EPISCOPAL CHURCH, GO E 1.2
 HV7006'MILES TO A ROAD INTERSECTION, TURN LEFT AT THE INTERSECTION AND GO
 HV7006'1.6 MILES TO A T-ROAD INTERSECTION, TAKE RIGHT FORK AND CONTINUE
 HV7006'IN A NE DIRECTION FOR 1.2 MILES TO A WHITE COTTAGE OVERLOOKING
 HV7006'MATTOX CREEK, THEN WALK IN NE DIRECTION ABOUT 235 YARDS TO CHURCH
 HV7006'POINT, THEN S 285 YARDS TO THE STATION.
 HV7006
 HV7006                          STATION RECOVERY (1954)
 HV7006
 HV7006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7006'THE STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1929.  THE
 HV7006'MARK IS IN A FIELD ABOUT 0.1 MILE EAST OF A WHITE RANCH TYPE HOME,
 HV7006'NEAR THE EDGE OF A BLUFF WHICH IS ABOUT 20 FEET HIGH.  THIS POINT
 HV7006'IS LOCALLY KNOWN AS CHURCH POINT.
 HV7006
 HV7006                          STATION RECOVERY (1958)
 HV7006
 HV7006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV7006'THIS STATION WAS RECOVERED AS DESCRIBED BY W.D.P. IN 1942.
 HV7006
 HV7006                          STATION RECOVERY (1961)
 HV7006
 HV7006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7006'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION WAS
 HV7006'ADEQUATE WITH THE FOLLOWING ADDITION--THE STATION IS NOW TWO
 HV7006'METERS WEST OF A POWER LINE POLE.  THE POLE MAY BE DISTINGUISHED
 HV7006'BY A SMALL ANTENNA ATTACHED TO THE TOP.
 HV7006
 HV7006                          STATION RECOVERY (1998)
 HV7006
 HV7006'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7006'MARK NOT FOUND.
 HV7006
 HV7006                          STATION RECOVERY (2003)
 HV7006
 HV7006'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7007 ***********************************************************************
 HV7007  DESIGNATION -  BOUNDARY MONUMENT 27 1929
 HV7007  PID         -  HV7007
 HV7007  STATE/COUNTY-  VA/WESTMORELAND
 HV7007  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7007
 HV7007                         *CURRENT SURVEY CONTROL
 HV7007  ___________________________________________________________________
 HV7007* NAD 83(1993)-  38 13 48.80922(N)    076 57 45.24662(W)     ADJUSTED  
 HV7007* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV7007  ___________________________________________________________________
 HV7007  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HV7007  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV7007
 HV7007  HORZ ORDER  -  THIRD
 HV7007
 HV7007.The horizontal coordinates were established by classical geodetic methods
 HV7007.and adjusted by the National Geodetic Survey in November 1994..
 HV7007
 HV7007.The orthometric height was scaled from a topographic map.
 HV7007
 HV7007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7007
 HV7007.The geoid height was determined by GEOID03.
 HV7007
 HV7007;                    North         East     Units Scale Factor Converg.
 HV7007;SPC VA N     - 2,063,680.802 3,634,602.956   MT  0.99997109   +0 57 34.3
 HV7007;SPC VA N     - 6,770,592.76 11,924,526.53   sFT  0.99997109   +0 57 34.3
 HV7007;SPC MD       -    62,558.324   403,277.438   MT  1.00001287   +0 01 24.6
 HV7007;SPC MD       -   205,243.43  1,323,086.06   sFT  1.00001287   +0 01 24.6
 HV7007;SPC VA S     - 1,211,617.107 3,634,615.096   MT  1.00005874   +0 55 59.2
 HV7007;SPC VA S     - 3,975,113.79 11,924,566.36   sFT  1.00005874   +0 55 59.2
 HV7007;UTM  18      - 4,233,180.385   328,223.859   MT  0.99996341   -1 12 53.2
 HV7007
 HV7007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7007!SPC VA N     -   1.00000483  x   0.99997109  =   0.99997592
 HV7007!SPC MD       -   1.00000483  x   1.00001287  =   1.00001770
 HV7007!SPC VA S     -   1.00000483  x   1.00005874  =   1.00006357
 HV7007!UTM  18      -   1.00000483  x   0.99996341  =   0.99996824
 HV7007
 HV7007:                Primary Azimuth Mark                     Grid Az
 HV7007:SPC VA N     -  MATTOX CREEK LIGHTHOUSE 1932             152 35 04.2
 HV7007:SPC MD       -  MATTOX CREEK LIGHTHOUSE 1932             153 31 13.9
 HV7007:SPC VA S     -  MATTOX CREEK LIGHTHOUSE 1932             152 36 39.3
 HV7007:UTM  18      -  MATTOX CREEK LIGHTHOUSE 1932             154 45 31.7
 HV7007
 HV7007|---------------------------------------------------------------------|
 HV7007| PID    Reference Object                     Distance      Geod. Az  |
 HV7007|                                                           dddmmss.s |
 HV7007| HV7015 MATTOX CREEK LIGHTHOUSE 1932        APPROX. 1.1 KM 1533238.5 |
 HV7007| HV7018 SEBASTIAN 1932                      366.589 METERS 25327     |
 HV7007|---------------------------------------------------------------------|
 HV7007
 HV7007                          SUPERSEDED SURVEY CONTROL
 HV7007
 HV7007  NAD 83(1993)-  38 13 48.80909(N)    076 57 45.25306(W) AD(       ) 3
 HV7007  NAD 83(1986)-  38 13 48.80977(N)    076 57 45.26218(W) AD(       ) 3
 HV7007  NAD 27      -  38 13 48.33400(N)    076 57 46.35500(W) AD(       ) 3
 HV7007
 HV7007.Superseded values are not recommended for survey control.
 HV7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7007.See file dsdata.txt to determine how the superseded data were derived.
 HV7007
 HV7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2822433180(NAD 83)
 HV7007_MARKER: DD = SURVEY DISK
 HV7007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7007+STABILITY: SURFACE MOTION
 HV7007
 HV7007  HISTORY     - Date     Condition        Report By
 HV7007  HISTORY     - 1929     MONUMENTED       MDVABC
 HV7007  HISTORY     - 1932     GOOD             VACF
 HV7007  HISTORY     - 1942     GOOD             CGS
 HV7007  HISTORY     - 1950     GOOD             CGS
 HV7007  HISTORY     - 1954     GOOD             CGS
 HV7007  HISTORY     - 1960     GOOD             CGS
 HV7007  HISTORY     - 1961     GOOD             CGS
 HV7007  HISTORY     - 19920225 MARK NOT FOUND   MDDNR
 HV7007  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV7007  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7007
 HV7007                          STATION DESCRIPTION
 HV7007
 HV7007'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV7007'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, NEAR
 HV7007'THE ENTRANCE TO MATTOX CREEK, ON GUM BAR POINT, ON A SMALL POINT
 HV7007'THAT MAKES OUT FROM THE MAIN POINT, AND KNOWN LOCALLY AS CROW BAR
 HV7007'POINT.  IT IS N OF THE JUNCTION OF THREE ROADS, AND IS AT THE TOP
 HV7007'OF THE BANK THAT RISES TO THE W OF THE ROAD RUNNING N-S.  IT IS 25
 HV7007'YARDS N OF A LARGE CEDAR TREE THAT IS GROWING AT THE ROAD
 HV7007'INTERSECTION.  THERE ARE A NUMBER OF CEDAR TREES IN THE VICINITY.
 HV7007'
 HV7007'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV7007'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV7007'STANDARD MARK).  THERE IS NO REFERENCE MARK.  THE POINT IS OF
 HV7007'LITTLE VALUE AS A TRIANGULATION STATION.
 HV7007
 HV7007                          STATION RECOVERY (1932)
 HV7007
 HV7007'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV7007'ORIGINAL DESCRIPTION O.K. EXCEPTING THAT I WOULD SAY, AT THE
 HV7007'ENTRANCE TO MONROE CREEK, IN PLACE OF NEAR THE ENTRANCE TO MATTOX
 HV7007'CREEK.
 HV7007
 HV7007                          STATION RECOVERY (1942)
 HV7007
 HV7007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7007'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER AT THE
 HV7007'SOUTHERN EDGE OF THE TOWN OF COLONIAL BEACH NEAR THE ENTRANCE TO
 HV7007'MONROE CREEK ON GUM BAR POINT, N OF THE JUNCTION OF THREE ROADS,
 HV7007'AND IS LOCATED ON TOP OF THE BANK, 15.9 METERS FROM THIS
 HV7007'INTERSECTION, ABOUT 6 FEET ABOVE MEAN HIGH-WATER LINE, AND 20
 HV7007'YARDS BACK FROM THE SHORE (MEAN HIGH WATER).
 HV7007'
 HV7007'THE MARK IS A BRONZE DISK VIRGINIA-MARYLAND BOUNDARY COMMISSION
 HV7007'MARK, STAMPED NO. 27-78-100.  THE STATION IS IN GOOD CONDITION.
 HV7007
 HV7007                          STATION RECOVERY (1950)
 HV7007
 HV7007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WAB)
 HV7007'LETTER OF MR. W.A. BRUDER, DIV. OF CHARTS, U.S.C. AND G.S. DATED
 HV7007'JULY 26, 1950--
 HV7007'
 HV7007'RECOVERED IN GOOD CONDITION AS DESCRIBED.  MARK IS ABOUT 12 INCHES
 HV7007'ABOVE GROUND.
 HV7007
 HV7007                          STATION RECOVERY (1954)
 HV7007
 HV7007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7007'THE STATION WAS RECOVERED AS DECRIBED BY E.B.L. IN 1929.
 HV7007'
 HV7007'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV7007
 HV7007                          STATION RECOVERY (1960)
 HV7007
 HV7007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7007'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 HV7007'DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV7007
 HV7007                          STATION RECOVERY (1961)
 HV7007
 HV7007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7007'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV7007'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7007
 HV7007                          STATION RECOVERY (1992)
 HV7007
 HV7007'RECOVERY NOTE BY MD DEPT OF NAT RES 1992 (LW)
 HV7007'NOT RECOVERED.  THE AREA HAS WASHED HEAVILY AND THE SHORELINE HAS
 HV7007'RECEDED BACK TO THE ROAD THAT IS SHOWN TO THE NW OF THE STATION IN THE
 HV7007'SKETCH OF 1950.  ORGANIZATION S MARK, MD VA BOUNDARY COMMISSION.
 HV7007
 HV7007                          STATION RECOVERY (1998)
 HV7007
 HV7007'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7007'MARK NOT FOUND.
 HV7007
 HV7007                          STATION RECOVERY (2003)
 HV7007
 HV7007'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7067 ***********************************************************************
 HV7067  DESIGNATION -  BOUNDARY MONUMENT 28
 HV7067  PID         -  HV7067
 HV7067  STATE/COUNTY-  VA/WESTMORELAND
 HV7067  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7067
 HV7067                         *CURRENT SURVEY CONTROL
 HV7067  ___________________________________________________________________
 HV7067* NAD 83(1993)-  38 16 26.81564(N)    076 59 24.00096(W)     ADJUSTED  
 HV7067* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV7067  ___________________________________________________________________
 HV7067  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 HV7067  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HV7067
 HV7067  HORZ ORDER  -  THIRD
 HV7067
 HV7067.The horizontal coordinates were established by classical geodetic methods
 HV7067.and adjusted by the National Geodetic Survey in November 1994..
 HV7067
 HV7067.The orthometric height was scaled from a topographic map.
 HV7067
 HV7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7067
 HV7067.The geoid height was determined by GEOID03.
 HV7067
 HV7067;                    North         East     Units Scale Factor Converg.
 HV7067;SPC VA N     - 2,068,512.048 3,632,121.380   MT  0.99996624   +0 56 32.7
 HV7067;SPC VA N     - 6,786,443.28 11,916,384.89   sFT  0.99996624   +0 56 32.7
 HV7067;SPC MD       -    67,429.662   400,875.026   MT  1.00000460   +0 00 22.6
 HV7067;SPC MD       -   221,225.48  1,315,204.15   sFT  1.00000460   +0 00 22.6
 HV7067;SPC VA S     - 1,216,449.951 3,632,135.491   MT  1.00007059   +0 54 59.2
 HV7067;SPC VA S     - 3,990,969.55 11,916,431.19   sFT  1.00007059   +0 54 59.2
 HV7067;UTM  18      - 4,238,102.323   325,927.413   MT  0.99997319   -1 13 58.7
 HV7067
 HV7067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7067!SPC VA N     -   1.00000435  x   0.99996624  =   0.99997059
 HV7067!SPC MD       -   1.00000435  x   1.00000460  =   1.00000895
 HV7067!SPC VA S     -   1.00000435  x   1.00007059  =   1.00007494
 HV7067!UTM  18      -   1.00000435  x   0.99997319  =   0.99997754
 HV7067
 HV7067                          SUPERSEDED SURVEY CONTROL
 HV7067
 HV7067  NAD 83(1993)-  38 16 26.81573(N)    076 59 24.00708(W) AD(       ) 3
 HV7067  NAD 83(1986)-  38 16 26.81663(N)    076 59 24.01516(W) AD(       ) 3
 HV7067  NAD 27      -  38 16 26.35100(N)    076 59 25.11900(W) AD(       ) 3
 HV7067
 HV7067.Superseded values are not recommended for survey control.
 HV7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7067.See file dsdata.txt to determine how the superseded data were derived.
 HV7067
 HV7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2592738102(NAD 83)
 HV7067_MARKER: DD = SURVEY DISK
 HV7067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV7067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7067+STABILITY: SURFACE MOTION
 HV7067
 HV7067  HISTORY     - Date     Condition        Report By
 HV7067  HISTORY     - 1929     MONUMENTED       MDVABC
 HV7067  HISTORY     - 1942     GOOD             CGS
 HV7067  HISTORY     - 1954     GOOD             CGS
 HV7067  HISTORY     - 1959     GOOD             CGS
 HV7067  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HV7067  HISTORY     - 19920225 MARK NOT FOUND   MDDNR
 HV7067  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV7067  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7067
 HV7067                          STATION DESCRIPTION
 HV7067
 HV7067'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV7067'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER NEAR
 HV7067'THE ENTRANCE TO ROSIER CREEK.  IT IS ABOUT 3/8 MILE W OF BLUFF
 HV7067'POINT, AT THE TOP OF A BLUFF ABOUT 30 FEET HIGH. THE STATION IS
 HV7067'APPROXIMATELY 24 FEET FROM THE TOP OF THE BLUFF AT A POINT THAT IS
 HV7067'MIDWAY BETWEEN TWO CEDAR TREES, THE LARGEST TREES IN THE VICINITY.
 HV7067'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV7067'COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 HV7067'STANDARD MARK). THERE IS NO REFERENCE MARK.  THE POINT IS NOT WELL
 HV7067'LOCATED AS A TRIANGULATION STATION.
 HV7067
 HV7067                          STATION RECOVERY (1942)
 HV7067
 HV7067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7067'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE U.S.
 HV7067'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV7067'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV7067'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV7067'
 HV7067'(1) THE STATION IS 19 FEET S OF THE TOP OF THE BLUFF, INSTEAD OF
 HV7067'24 FEET.
 HV7067'
 HV7067'(2) DELETE ALL REFERENCE TO CEDAR TREES.  THEY HAVE BEEN REMOVED.
 HV7067'
 HV7067'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER E OF
 HV7067'THE ENTRANCE TO ROSIER CREEK, ABOUT 3/8 MILE W OF BLUFF POINT, AT
 HV7067'THE TOP OF A BLUFF 25 TO 30 FEET HIGH, AND IS 19 FEET S OF THE
 HV7067'EDGE OF THE BLUFF.
 HV7067'
 HV7067'THE STATION IS A BRONZE VIRGINIA-MARYLAND BOUNDARY COMMISSION
 HV7067'MARK, STAMPED NO. 28-347-60, SET IN A 9-INCH SQUARE CONCRETE
 HV7067'MONUMENT, WHICH EXTENDS 1 FOOT ABOVE THE GROUND.  THE STATION IS
 HV7067'IN GOOD CONDITION.
 HV7067'
 HV7067'TO REACH THE STATION FROM POTOMAC BEACH, VIRGINIA GO E ON VIRGINIA
 HV7067'HIGHWAY 3, TAKE FIRST ROAD LEADING TO WATER FRONT AFTER CLIMBING A
 HV7067'SMALL HILL.  THIS WILL LEAD YOU TO THE STATION AFTER TRAVELING 0.1
 HV7067'MILE FROM THE INTERSECTION.
 HV7067
 HV7067                          STATION RECOVERY (1954)
 HV7067
 HV7067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7067'THE STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1929.
 HV7067'
 HV7067'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV7067'
 HV7067'A NEW TO REACH FOLLOWS.
 HV7067'
 HV7067'TO REACH FROM THE WILKSON SEA FOOD CAFE IN POTOMAC BEACH, GO EAST
 HV7067'FOR 0.1 MILE TO TOP OF RISE, TURN SHARP LEFT NORTH THEN EAST FOR
 HV7067'0.15 MILE TO THE ENTRANCE TO THE THIRD HOUSE AND THE E.T.T..  THE
 HV7067'STATION IS ON HIGH BANK JUST NORTH OF THE HOUSE.
 HV7067
 HV7067                          STATION RECOVERY (1959)
 HV7067
 HV7067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV7067'STATION WAS RECOVERED, IN GOOD CONDITION, AS DESCRIBED.  AT THE
 HV7067'REQUEST OF MR. DONALD HALL, THE PROPERTY OWNER, THE STATION WAS
 HV7067'LOWERED.  A NEW DESCRIPTION FOLLOWS.
 HV7067'
 HV7067'STATION IS LOCATED AT COLONIAL BEACH NEAR THE NORTHWEST CORNER OF
 HV7067'THE FRONT YARD OF THE DONALD HALLS.  IT IS ABOUT 0.1 MILE
 HV7067'SOUTHEAST OF POTOMAC BEACH.
 HV7067'
 HV7067'STATION, STAMPED NO. 28 1929 347 60 FEET, IS A BRONZE BOUNDARY
 HV7067'MONUMENT DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HV7067'THAT IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 HV7067'49.7 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE HALLS
 HV7067'HOME, 71.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 16.8
 HV7067'FEET SOUTH OF THE EDGE OF BANK AND 77.5 FEET WEST OF A FENCE LINE.
 HV7067'
 HV7067'STATION IS REACHED AS FOLLOWS--FROM POTOMAC BEACH GO SOUTHEAST ON
 HV7067'STATE ROUTE 205 FOR 0.1 MILE TO TOP OF SMALL HILL AND ROAD ON THE
 HV7067'LEFT.  TURN LEFT AND CIRCLE AROUND ROAD 0.1 MILE TO THE RESIDENCE
 HV7067'OF MR. DONALD HALL.
 HV7067
 HV7067                          STATION RECOVERY (1961)
 HV7067
 HV7067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7067'THE STATION IS IN THE SAME LOCATIN BUT HAS BEEN RESET 3 INCHES
 HV7067'BELOW THE SURFACE OF THE GROUND.  THE ORIGINAL BASE FOR THE MARK
 HV7067'NOW LIES ON THE SHORE.  THE MARK IS 16.5 FT SOUTH OF THE TOP OF
 HV7067'THE BLUFF, AND 50.0 FT. NORTH-NORTH WEST OF THE NORTH WEST CORNER
 HV7067'OF A 2-STORY WHITE HOUSE.
 HV7067
 HV7067                          STATION RECOVERY (1992)
 HV7067
 HV7067'RECOVERY NOTE BY MD DEPT OF NAT RES 1992 (LW)
 HV7067'NOT RECOVERED.  THE STATION HAS PROBABLY BEEN DESTROYED.  THE
 HV7067'SHORELINE IN THIS AREA HAS WASHED CONSIDERABLY AND HAS BEEN GRADED
 HV7067'DOWN FOR THE CONSTRUCTION OF A BULKHEAD.  THE SITE SHOULD BE AT 113
 HV7067'RIVERVIEW CIRCLE.
 HV7067
 HV7067                          STATION RECOVERY (1998)
 HV7067
 HV7067'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7067'MARK NOT FOUND.
 HV7067
 HV7067                          STATION RECOVERY (2003)
 HV7067
 HV7067'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5303 ***********************************************************************
 HV5303  DESIGNATION -  BOUNDARY MONUMENT 33 1929
 HV5303  PID         -  HV5303
 HV5303  STATE/COUNTY-  VA/KING GEORGE
 HV5303  USGS QUAD   -  MATHIAS POINT (1982)
 HV5303
 HV5303                         *CURRENT SURVEY CONTROL
 HV5303  ___________________________________________________________________
 HV5303* NAD 83(1993)-  38 24 01.39413(N)    077 02 38.71498(W)     ADJUSTED  
 HV5303* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HV5303  ___________________________________________________________________
 HV5303  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 HV5303  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HV5303
 HV5303  HORZ ORDER  -  SECOND
 HV5303
 HV5303.The horizontal coordinates were established by classical geodetic methods
 HV5303.and adjusted by the National Geodetic Survey in November 1994..
 HV5303
 HV5303.The orthometric height was scaled from a topographic map.
 HV5303
 HV5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5303
 HV5303.The geoid height was determined by GEOID03.
 HV5303
 HV5303;                    North         East     Units Scale Factor Converg.
 HV5303;SPC VA N     - 2,082,449.816 3,627,167.009   MT  0.99995553   +0 54 31.2
 HV5303;SPC VA N     - 6,832,170.77 11,900,130.43   sFT  0.99995553   +0 54 31.2
 HV5303;SPC MD       -    81,446.991   396,148.897   MT  0.99998405   -0 01 39.6
 HV5303;SPC MD       -   267,214.00  1,299,698.51   sFT  0.99998405   -0 01 39.6
 HV5303;UTM  18      - 4,252,218.547   321,505.974   MT  0.99999237   -1 16 12.1
 HV5303
 HV5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5303!SPC VA N     -   1.00000399  x   0.99995553  =   0.99995952
 HV5303!SPC MD       -   1.00000399  x   0.99998405  =   0.99998804
 HV5303!UTM  18      -   1.00000399  x   0.99999237  =   0.99999636
 HV5303
 HV5303:                Primary Azimuth Mark                     Grid Az
 HV5303:SPC VA N     -  WINDMILL 2                               001 47 54.6
 HV5303:SPC MD       -  WINDMILL 2                               002 44 05.4
 HV5303:UTM  18      -  WINDMILL 2                               003 58 37.9
 HV5303
 HV5303|---------------------------------------------------------------------|
 HV5303| PID    Reference Object                     Distance      Geod. Az  |
 HV5303|                                                           dddmmss.s |
 HV5303| HV5315 WINDMILL 2                          APPROX. 4.8 KM 0024225.8 |
 HV5303| HV5305 CLUB                                195.003 METERS 09219     |
 HV5303|---------------------------------------------------------------------|
 HV5303
 HV5303                          SUPERSEDED SURVEY CONTROL
 HV5303
 HV5303  NAD 83(1993)-  38 24 01.39509(N)    077 02 38.71935(W) AD(       ) 2
 HV5303  NAD 83(1986)-  38 24 01.39511(N)    077 02 38.73138(W) AD(       ) 2
 HV5303  NAD 27      -  38 24 00.94500(N)    077 02 39.82300(W) AD(       ) 2
 HV5303
 HV5303.Superseded values are not recommended for survey control.
 HV5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5303.See file dsdata.txt to determine how the superseded data were derived.
 HV5303
 HV5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2150652219(NAD 83)
 HV5303_MARKER: DU = BOUNDARY MARKER
 HV5303_SETTING: 0 = UNSPECIFIED SETTING
 HV5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5303
 HV5303  HISTORY     - Date     Condition        Report By
 HV5303  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5303  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HV5303  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5303  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5303
 HV5303                          STATION DESCRIPTION
 HV5303
 HV5303'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5303'STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, ON THE
 HV5303'NORTHERNMOST POINT OF LAND ON MATHIAS POINT.  IT IS IN THE YARD OF
 HV5303'W.H. JACKSONS HOUSE, 7 YARDS FROM THE TOP OF A BLUFF APPROXIMATELY
 HV5303'40 FEET HIGH.  10 YARDS W OF A LARGE WATER OAK TREE, 5 YARDS E OF
 HV5303'A SMALL CEDAR TREE, 15 YARDS N OF THE HOUSE OF W.H.J.  THE MARK
 HV5303'IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5303'COMMISSION.  NOTE--THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5303'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5303'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5303'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5303'BOUNDARY COMMISSION, WITH OTHER LETTERING.  THE NUMBER OF THE
 HV5303'MONUMENT, TOGETHER WITH THE AZIMUTH AND DISTANCE TO THE
 HV5303'BOUNDARY ARE STAMPED ON EACH MONUMENT.  THERE IS NO
 HV5303'REFERENCE MARK.
 HV5303
 HV5303                          STATION RECOVERY (1942)
 HV5303
 HV5303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV5303'THIS STATION WAS FOUND ON THE BEACH SET IN AN UPRIGHT POSITION,
 HV5303'APPROXIMATELY 40 YD. N OF THE HOUSE MENTIONED IN THE DESCRIPTION.
 HV5303'THIS STATION IS DESTROYED.
 HV5303
 HV5303                          STATION RECOVERY (1999)
 HV5303
 HV5303'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5303'MARK NOT FOUND.
 HV5303
 HV5303                          STATION RECOVERY (2003)
 HV5303
 HV5303'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5332 ***********************************************************************
 HV5332  DESIGNATION -  BOUNDARY MONUMENT 31 1929
 HV5332  PID         -  HV5332
 HV5332  STATE/COUNTY-  VA/KING GEORGE
 HV5332  USGS QUAD   -  DAHLGREN (1983)
 HV5332
 HV5332                         *CURRENT SURVEY CONTROL
 HV5332  ___________________________________________________________________
 HV5332* NAD 83(1993)-  38 19 56.97276(N)    077 00 55.24235(W)     ADJUSTED  
 HV5332* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5332  ___________________________________________________________________
 HV5332  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 HV5332  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HV5332
 HV5332  HORZ ORDER  -  SECOND
 HV5332
 HV5332.The horizontal coordinates were established by classical geodetic methods
 HV5332.and adjusted by the National Geodetic Survey in November 1994..
 HV5332
 HV5332.The orthometric height was scaled from a topographic map.
 HV5332
 HV5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5332
 HV5332.The geoid height was determined by GEOID03.
 HV5332
 HV5332;                    North         East     Units Scale Factor Converg.
 HV5332;SPC VA N     - 2,074,954.767 3,629,799.176   MT  0.99996069   +0 55 35.8
 HV5332;SPC VA N     - 6,807,580.76 11,908,766.13   sFT  0.99996069   +0 55 35.8
 HV5332;SPC MD       -    73,909.698   398,658.318   MT  0.99999451   -0 00 34.7
 HV5332;SPC MD       -   242,485.40  1,307,931.50   sFT  0.99999451   -0 00 34.7
 HV5332;UTM  18      - 4,244,628.667   323,851.494   MT  0.99998214   -1 15 01.0
 HV5332
 HV5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5332!SPC VA N     -   1.00000527  x   0.99996069  =   0.99996596
 HV5332!SPC MD       -   1.00000527  x   0.99999451  =   0.99999978
 HV5332!UTM  18      -   1.00000527  x   0.99998214  =   0.99998741
 HV5332
 HV5332                          SUPERSEDED SURVEY CONTROL
 HV5332
 HV5332  NAD 83(1993)-  38 19 56.97351(N)    077 00 55.24779(W) AD(       ) 2
 HV5332  NAD 83(1986)-  38 19 56.97315(N)    077 00 55.25750(W) AD(       ) 2
 HV5332  NAD 27      -  38 19 56.51600(N)    077 00 56.34700(W) AD(       ) 2
 HV5332
 HV5332.Superseded values are not recommended for survey control.
 HV5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5332.See file dsdata.txt to determine how the superseded data were derived.
 HV5332
 HV5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2385144629(NAD 83)
 HV5332_MARKER: DU = BOUNDARY MARKER
 HV5332_SETTING: 0 = UNSPECIFIED SETTING
 HV5332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5332
 HV5332  HISTORY     - Date     Condition        Report By
 HV5332  HISTORY     - 1929     MONUMENTED       CGS
 HV5332  HISTORY     - 1954     GOOD             CGS
 HV5332  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV5332  HISTORY     - 1961     GOOD             CGS
 HV5332  HISTORY     - 19930228 MARK NOT FOUND   USPSQD
 HV5332  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5332  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5332
 HV5332                          STATION DESCRIPTION
 HV5332
 HV5332'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5332'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER,
 HV5332'ON FIRST POINT NW OF THE ENTRANCE TO UPPER MACHODOC CREEK,
 HV5332'POINT APPEARS AS THE LAST POINT VISIBLE FROM BEABORS POINT.
 HV5332'THE END OF THE POINT CONSISTS OF SEVERAL VERY LARGE BOULDERS
 HV5332'OF CEMENTED GRAVEL, LYING AT THE FOOT OF A STEEP BLUFF, ABOUT
 HV5332'15 FEET HIGH.  THE MARK IS 20 YARDS INSHORE FROM THE TOP OF
 HV5332'THE BLUFF, JUST BEHIND THE AFORE-MENTIONED BOULDERS.  THE
 HV5332'MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5332'COMMISSION.  NOTE--THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5332'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5332'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5332'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5332'BOUNDARY COMMISSION, WITH OTHER LETTERING.  THERE IS NO REFERENCE
 HV5332'MARK.
 HV5332
 HV5332                          STATION RECOVERY (1954)
 HV5332
 HV5332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5332'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 HV5332'
 HV5332'THE 1929 DESCRIPTION BY E.B.L. IS ADEQUATE.
 HV5332'
 HV5332'*DATE NOT KNOWN.
 HV5332
 HV5332                          STATION RECOVERY (1960)
 HV5332
 HV5332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5332'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH BY
 HV5332'TWO MEN.  IT IS BELIEVED TO HAVE BEEN DESTROYED BY EROSION
 HV5332'OF THE BANK.
 HV5332
 HV5332                          STATION RECOVERY (1961)
 HV5332
 HV5332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5332'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV5332'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV5332
 HV5332                          STATION RECOVERY (1993)
 HV5332
 HV5332'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5332'MARK NOT FOUND.
 HV5332
 HV5332                          STATION RECOVERY (1998)
 HV5332
 HV5332'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5332'MARK NOT FOUND.
 HV5332
 HV5332                          STATION RECOVERY (2003)
 HV5332
 HV5332'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5332'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5371 ***********************************************************************
 HV5371  DESIGNATION -  BOUNDARY MONUMENT 30 1929
 HV5371  PID         -  HV5371
 HV5371  STATE/COUNTY-  VA/KING GEORGE
 HV5371  USGS QUAD   -  DAHLGREN (1983)
 HV5371
 HV5371                         *CURRENT SURVEY CONTROL
 HV5371  ___________________________________________________________________
 HV5371* NAD 83(1993)-  38 18 40.64778(N)    077 01 51.66474(W)     ADJUSTED  
 HV5371* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5371  ___________________________________________________________________
 HV5371  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 HV5371  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV5371
 HV5371  HORZ ORDER  -  THIRD
 HV5371
 HV5371.The horizontal coordinates were established by classical geodetic methods
 HV5371.and adjusted by the National Geodetic Survey in November 1994..
 HV5371
 HV5371.The orthometric height was scaled from a topographic map.
 HV5371
 HV5371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5371
 HV5371.The geoid height was determined by GEOID03.
 HV5371
 HV5371;                    North         East     Units Scale Factor Converg.
 HV5371;SPC VA N     - 2,072,579.708 3,628,466.712   MT  0.99996258   +0 55 00.5
 HV5371;SPC VA N     - 6,799,788.59 11,904,394.54   sFT  0.99996258   +0 55 00.5
 HV5371;SPC MD       -    71,556.647   397,287.176   MT  0.99999805   -0 01 10.1
 HV5371;SPC MD       -   234,765.43  1,303,433.01   sFT  0.99999805   -0 01 10.1
 HV5371;SPC VA S     - 1,220,519.698 3,628,482.235   MT  1.00008109   +0 53 29.6
 HV5371;SPC VA S     - 4,004,321.71 11,904,445.47   sFT  1.00008109   +0 53 29.6
 HV5371;UTM  18      - 4,242,305.872   322,429.755   MT  0.99998833   -1 15 33.9
 HV5371
 HV5371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5371!SPC VA N     -   1.00000511  x   0.99996258  =   0.99996769
 HV5371!SPC MD       -   1.00000511  x   0.99999805  =   1.00000316
 HV5371!SPC VA S     -   1.00000511  x   1.00008109  =   1.00008621
 HV5371!UTM  18      -   1.00000511  x   0.99998833  =   0.99999344
 HV5371
 HV5371                          SUPERSEDED SURVEY CONTROL
 HV5371
 HV5371  NAD 83(1993)-  38 18 40.64846(N)    077 01 51.67069(W) AD(       ) 3
 HV5371  NAD 83(1986)-  38 18 40.64833(N)    077 01 51.67922(W) AD(       ) 3
 HV5371  NAD 27      -  38 18 40.18900(N)    077 01 52.77200(W) AD(       ) 3
 HV5371
 HV5371.Superseded values are not recommended for survey control.
 HV5371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5371.See file dsdata.txt to determine how the superseded data were derived.
 HV5371
 HV5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2243042306(NAD 83)
 HV5371_MARKER: DU = BOUNDARY MARKER
 HV5371_SETTING: 0 = UNSPECIFIED SETTING
 HV5371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5371
 HV5371  HISTORY     - Date     Condition        Report By
 HV5371  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5371  HISTORY     - 1960     SEE DESCRIPTION  CGS
 HV5371  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5371  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5371  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5371
 HV5371                          STATION DESCRIPTION
 HV5371
 HV5371'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5371'THE STATION IS 3.192 METERS FROM STATION CUT 2, IN AZIMUTH
 HV5371'273 DEG.  THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV5371'BOUNDARY COMMISSION.  NOTE--THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5371'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5371'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5371'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5371'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5371
 HV5371                          STATION RECOVERY (1960)
 HV5371
 HV5371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5371'STATION DESTROYED.  IT WAS FOUND TILTED ABOUT 45 DEGREES.
 HV5371'EVIDENTLY HAVING BEEN HIT BY A BULLDOZER.
 HV5371'
 HV5371'THE DISK WAS NOT REMOVED AS IT MAY STILL BE USED FOR HYDRO-GRAPHIC
 HV5371'SURVEYS.
 HV5371
 HV5371                          STATION RECOVERY (1993)
 HV5371
 HV5371'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5371'MARK NOT FOUND.
 HV5371
 HV5371                          STATION RECOVERY (1999)
 HV5371
 HV5371'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5371'MARK NOT FOUND.
 HV5371
 HV5371                          STATION RECOVERY (2003)
 HV5371
 HV5371'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5371'MONUMENT FOUND HOWEVER IT WAS LAYING ON ITS SIDE IN ONE FT OF WATER
 HV5371'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5373 ***********************************************************************
 HV5373  DESIGNATION -  BOUNDARY MONUMENT 32 1929
 HV5373  PID         -  HV5373
 HV5373  STATE/COUNTY-  VA/KING GEORGE
 HV5373  USGS QUAD   -  DAHLGREN (1983)
 HV5373
 HV5373                         *CURRENT SURVEY CONTROL
 HV5373  ___________________________________________________________________
 HV5373* NAD 83(1993)-  38 22 26.79689(N)    077 00 45.21230(W)     ADJUSTED  
 HV5373* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5373  ___________________________________________________________________
 HV5373  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 HV5373  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HV5373
 HV5373  HORZ ORDER  -  THIRD
 HV5373
 HV5373.The horizontal coordinates were established by classical geodetic methods
 HV5373.and adjusted by the National Geodetic Survey in November 1994..
 HV5373
 HV5373.The orthometric height was scaled from a topographic map.
 HV5373
 HV5373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5373
 HV5373.The geoid height was determined by GEOID03.
 HV5373
 HV5373;                    North         East     Units Scale Factor Converg.
 HV5373;SPC VA N     - 2,079,577.624 3,629,967.893   MT  0.99995736   +0 55 42.0
 HV5373;SPC VA N     - 6,822,747.59 11,909,319.66   sFT  0.99995736   +0 55 42.0
 HV5373;SPC MD       -    78,529.329   398,902.555   MT  0.99998793   -0 00 28.4
 HV5373;SPC MD       -   257,641.64  1,308,732.80   sFT  0.99998793   -0 00 28.4
 HV5373;UTM  18      - 4,249,241.879   324,195.741   MT  0.99998064   -1 14 58.9
 HV5373
 HV5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5373!SPC VA N     -   1.00000511  x   0.99995736  =   0.99996247
 HV5373!SPC MD       -   1.00000511  x   0.99998793  =   0.99999304
 HV5373!UTM  18      -   1.00000511  x   0.99998064  =   0.99998575
 HV5373
 HV5373                          SUPERSEDED SURVEY CONTROL
 HV5373
 HV5373  NAD 83(1993)-  38 22 26.79763(N)    077 00 45.21720(W) AD(       ) 3
 HV5373  NAD 83(1986)-  38 22 26.79775(N)    077 00 45.22738(W) AD(       ) 3
 HV5373  NAD 27      -  38 22 26.34300(N)    077 00 46.32100(W) AD(       ) 3
 HV5373
 HV5373.Superseded values are not recommended for survey control.
 HV5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5373.See file dsdata.txt to determine how the superseded data were derived.
 HV5373
 HV5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2419649242(NAD 83)
 HV5373_MARKER: DU = BOUNDARY MARKER
 HV5373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5373
 HV5373  HISTORY     - Date     Condition        Report By
 HV5373  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5373  HISTORY     - 1942     GOOD             MDVABC
 HV5373  HISTORY     - 1954     GOOD             MDVABC
 HV5373  HISTORY     - 1958     SEE DESCRIPTION  MDVABC
 HV5373  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV5373  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5373
 HV5373                          STATION DESCRIPTION
 HV5373
 HV5373'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5373'THE MARK WAS SET 1.348 METERS FROM STATION PERSIMMON 3 S 3 DEG
 HV5373'00 E MIN.  THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV5373'BOUNDARY COMMISSION CONSISTS OF A PRE-CAST CONCRETE PRYRAMID,
 HV5373'REINFORCED,WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS
 HV5373'SET ABRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5373'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5373
 HV5373                          STATION RECOVERY (1942)
 HV5373
 HV5373'RECOVERY NOTE BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1942 (WDP)
 HV5373'THE STATION IS ON THE S SIDE OF THE POTOMAC RIVER.  IT IS
 HV5373'LOCATED ON PERSIMMON POINT 1.3 MILES NE OF THE W END OF THE
 HV5373'POTOMAC RIVER BRIDGE.  IT IS 55.9 METERS W OF THE END OF PLANT
 HV5373'GROWTH ON PERSIMMON POINT, AND IS 2 FEET N OF THE MEAN HIGH-WATER
 HV5373'LINE, AND ON THE SAND OF A NARROW BEACH.
 HV5373'
 HV5373'THE STATION IS A BRONZE VIRGINIA-MARYLAND BOUNDARY COMMISSION
 HV5373'DISK, STAMPED NO. 32-74-240, SET IN THE TOP OF A 9-INCH SQUARE
 HV5373'CONCRETE MONUMENT, WHICH IS 2 FEET ABOVE THE GROUND SURFACE.
 HV5373'THE STATION IS IN GOOD CONDITION, BUT IS IN DANGER OF BEING
 HV5373'DISTURBED BY EROSION.
 HV5373'
 HV5373'PERSIMMON 3 WHICH IS STAMPED PERSIMMON 2 IS 1.348 METERS FROM
 HV5373'BOUNDARY MONUMENT NO. 32 IN AZIMUTH 353 DEG.
 HV5373
 HV5373                          STATION RECOVERY (1954)
 HV5373
 HV5373'RECOVERY NOTE BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1954 (DAJ)
 HV5373'THIS STATION WAS RECOVERED AS DESCRIBED BY W.D.P. IN 1942.
 HV5373'
 HV5373'THE 1929 DESCRIPTION IS ADEQUATE.
 HV5373
 HV5373                          STATION RECOVERY (1958)
 HV5373
 HV5373'RECOVERY NOTE BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1958
 HV5373'REFERENCE TO LETTER FROM HAMILTON SCOTT, FREDERICKSBURG, VA.,
 HV5373'DATED 15 JULY 1958.
 HV5373'
 HV5373'BOUNDARY MONUMENT NO. 32 REPORTED DESTROYED BY ICE.  IT IS
 HV5373'HALF BURIED IN THE SAND AT THE LOW TIDE LINE.
 HV5373
 HV5373                          STATION RECOVERY (1998)
 HV5373
 HV5373'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5373'MARK NOT FOUND.
 HV5373
 HV5373                          STATION RECOVERY (2003)
 HV5373
 HV5373'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5392 ***********************************************************************
 HV5392  DESIGNATION -  BOUNDARY MONUMENT 34
 HV5392  PID         -  HV5392
 HV5392  STATE/COUNTY-  VA/KING GEORGE
 HV5392  USGS QUAD   -  KING GEORGE (1982)
 HV5392
 HV5392                         *CURRENT SURVEY CONTROL
 HV5392  ___________________________________________________________________
 HV5392* NAD 83(1993)-  38 22 02.35134(N)    077 08 18.65235(W)     ADJUSTED  
 HV5392* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV5392  ___________________________________________________________________
 HV5392  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 HV5392  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HV5392
 HV5392  HORZ ORDER  -  SECOND
 HV5392
 HV5392.The horizontal coordinates were established by classical geodetic methods
 HV5392.and adjusted by the National Geodetic Survey in November 1994..
 HV5392
 HV5392.The orthometric height was scaled from a topographic map.
 HV5392
 HV5392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5392
 HV5392.The geoid height was determined by GEOID03.
 HV5392
 HV5392;                    North         East     Units Scale Factor Converg.
 HV5392;SPC VA N     - 2,078,653.208 3,618,974.316   MT  0.99995787   +0 50 59.0
 HV5392;SPC VA N     - 6,819,714.73 11,873,251.57   sFT  0.99995787   +0 50 59.0
 HV5392;SPC MD       -    77,784.685   387,894.999   MT  0.99998897   -0 05 13.0
 HV5392;SPC MD       -   255,198.59  1,272,618.84   sFT  0.99998897   -0 05 13.0
 HV5392;UTM  18      - 4,248,735.863   313,174.454   MT  1.00002987   -1 19 39.9
 HV5392
 HV5392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5392!SPC VA N     -   1.00000490  x   0.99995787  =   0.99996277
 HV5392!SPC MD       -   1.00000490  x   0.99998897  =   0.99999387
 HV5392!UTM  18      -   1.00000490  x   1.00002987  =   1.00003477
 HV5392
 HV5392                          SUPERSEDED SURVEY CONTROL
 HV5392
 HV5392  NAD 83(1993)-  38 22 02.35347(N)    077 08 18.65656(W) AD(       ) 2
 HV5392  NAD 83(1986)-  38 22 02.35291(N)    077 08 18.66732(W) AD(       ) 2
 HV5392  NAD 27      -  38 22 01.90700(N)    077 08 19.75400(W) AD(       ) 2
 HV5392
 HV5392.Superseded values are not recommended for survey control.
 HV5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5392.See file dsdata.txt to determine how the superseded data were derived.
 HV5392
 HV5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1317448736(NAD 83)
 HV5392_MARKER: Z = SEE DESCRIPTION
 HV5392_SETTING: 0 = UNSPECIFIED SETTING
 HV5392
 HV5392  HISTORY     - Date     Condition        Report By
 HV5392  HISTORY     - 1929     MONUMENTED       CGS
 HV5392  HISTORY     - 1934     GOOD             CGS
 HV5392  HISTORY     - 1959     GOOD             CGS
 HV5392  HISTORY     - 1972     GOOD             NGS
 HV5392  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5392  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5392
 HV5392                          STATION DESCRIPTION
 HV5392
 HV5392'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5392'THE STATION IS 3.370 METERS, S 22 DEG 30 MIN W, FROM
 HV5392'STATION METOMKIN 3.  MARK IS THE STANDARD MARK OF THE
 HV5392'VIRGINIA-MARYLAND BOUNDARY COMMISSION.  (SEE DESCRIPTION
 HV5392'OF BOUNDARY MARK NO. 33 FOR THE STANDARD MARK).
 HV5392
 HV5392                          STATION RECOVERY (1934)
 HV5392
 HV5392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5392'RECOVERED.
 HV5392
 HV5392                          STATION RECOVERY (1959)
 HV5392
 HV5392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5392'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HV5392'SEE RECOVERY NOTE FOR METOMKIN 3 1928 FOR ADDITIONAL
 HV5392'INFORMATION.
 HV5392
 HV5392                          STATION RECOVERY (1972)
 HV5392
 HV5392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5392'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION OF 1929 AND
 HV5392'AS INCLUDED IN THE ORIGINAL DESCRIPTION OF METOMKIN 3 OF 1934.
 HV5392
 HV5392                          STATION RECOVERY (1999)
 HV5392
 HV5392'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5392'MARK NOT FOUND.
 HV5392
 HV5392                          STATION RECOVERY (2003)
 HV5392
 HV5392'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5457 ***********************************************************************
 HV5457  DESIGNATION -  BOUNDARY MONUMENT 39
 HV5457  PID         -  HV5457
 HV5457  STATE/COUNTY-  VA/STAFFORD
 HV5457  USGS QUAD   -  WIDEWATER (1978)
 HV5457
 HV5457                         *CURRENT SURVEY CONTROL
 HV5457  ___________________________________________________________________
 HV5457* NAD 83(1993)-  38 26 07.01896(N)    077 19 13.34074(W)     ADJUSTED  
 HV5457* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5457  ___________________________________________________________________
 HV5457  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV5457  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV5457
 HV5457  HORZ ORDER  -  THIRD
 HV5457
 HV5457.The horizontal coordinates were established by classical geodetic methods
 HV5457.and adjusted by the National Geodetic Survey in November 1994..
 HV5457
 HV5457.The orthometric height was scaled from a topographic map.
 HV5457
 HV5457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5457
 HV5457.The geoid height was determined by GEOID03.
 HV5457
 HV5457;                    North         East     Units Scale Factor Converg.
 HV5457;SPC VA N     - 2,085,976.501 3,602,986.552   MT  0.99995342   +0 44 10.4
 HV5457;SPC VA N     - 6,843,741.24 11,820,798.38   sFT  0.99995342   +0 44 10.4
 HV5457;SPC MD       -    85,368.658   372,028.677   MT  0.99997922   -0 12 03.9
 HV5457;SPC MD       -   280,080.34  1,220,564.08   sFT  0.99997922   -0 12 03.9
 HV5457;UTM  18      - 4,256,662.427   297,474.844   MT  1.00010515   -1 26 34.5
 HV5457
 HV5457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5457!SPC VA N     -   1.00000515  x   0.99995342  =   0.99995857
 HV5457!SPC MD       -   1.00000515  x   0.99997922  =   0.99998437
 HV5457!UTM  18      -   1.00000515  x   1.00010515  =   1.00011030
 HV5457
 HV5457                          SUPERSEDED SURVEY CONTROL
 HV5457
 HV5457  NAD 83(1993)-  38 26 07.02022(N)    077 19 13.34680(W) AD(       ) 3
 HV5457  NAD 83(1986)-  38 26 07.02019(N)    077 19 13.35164(W) AD(       ) 3
 HV5457  NAD 27      -  38 26 06.59600(N)    077 19 14.42800(W) AD(       ) 3
 HV5457
 HV5457.Superseded values are not recommended for survey control.
 HV5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5457.See file dsdata.txt to determine how the superseded data were derived.
 HV5457
 HV5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9747556662(NAD 83)
 HV5457_MARKER: DU = BOUNDARY MARKER
 HV5457_SETTING: 0 = UNSPECIFIED SETTING
 HV5457
 HV5457  HISTORY     - Date     Condition        Report By
 HV5457  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5457  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HV5457  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV5457
 HV5457                          STATION DESCRIPTION
 HV5457
 HV5457'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5457'THE STATION IS ON THE WESTERN SHORE OF THE POTOMAC RIVER, ON
 HV5457'THE POINT THAT LIES FARTHEST ON BRENTS MARSH.  THE MARK IS 20
 HV5457'YARDS FROM THE WATERS EDGE, AT THE EXTREME END OF THE POINT.
 HV5457'A SMALL DUCK BLIND WAS JUST OFF THE POINT IN 1929.  THE MARK IS
 HV5457'THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.
 HV5457'NOTE--THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5457'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5457'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5457'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5457'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5457'THERE IS NO REFERENCE MARK.
 HV5457
 HV5457                          STATION RECOVERY (1959)
 HV5457
 HV5457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5457'THIS MARK CAN BE ASSUMED DESTROYED AS A CONVERSATION WITH A
 HV5457'DOCTOR WHO LIVES SOUTHWEST OF THE LOCATION OF THE MARK REVEALED
 HV5457'THAT THE AREA HAS BEEN WASHED AWAY AND B.M. 39 IS NOW LYING
 HV5457'ON ITS SIDE IN APPROXIMATELY 3 FEET OF WATER.  THE DOCTOR HAS
 HV5457'SEEN THE MARK IN ITS PRESENT CONDITION AT EXTREMELY LOW TIDE.
 HV5457
 HV5457                          STATION RECOVERY (1961)
 HV5457
 HV5457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5457'THIS STATION WAS REPORTED AS DESTROYED IN THE RECOVERY NOTE OF
 HV5457'C.A.S. IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5475 ***********************************************************************
 HV5475  DESIGNATION -  BOUNDARY MONUMENT 35 1929
 HV5475  PID         -  HV5475
 HV5475  STATE/COUNTY-  VA/KING GEORGE
 HV5475  USGS QUAD   -  PASSAPATANZY (1982)
 HV5475
 HV5475                         *CURRENT SURVEY CONTROL
 HV5475  ___________________________________________________________________
 HV5475* NAD 83(1993)-  38 20 33.38859(N)    077 17 04.62932(W)     ADJUSTED  
 HV5475* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 HV5475  ___________________________________________________________________
 HV5475  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 HV5475  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HV5475
 HV5475  HORZ ORDER  -  THIRD
 HV5475
 HV5475.The horizontal coordinates were established by classical geodetic methods
 HV5475.and adjusted by the National Geodetic Survey in November 1994..
 HV5475
 HV5475.The orthometric height was scaled from a topographic map.
 HV5475
 HV5475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5475
 HV5475.The geoid height was determined by GEOID03.
 HV5475
 HV5475;                    North         East     Units Scale Factor Converg.
 HV5475;SPC VA N     - 2,075,731.274 3,606,243.962   MT  0.99995983   +0 45 30.7
 HV5475;SPC VA N     - 6,810,128.35 11,831,485.40   sFT  0.99995983   +0 45 30.7
 HV5475;SPC MD       -    75,071.217   375,118.159   MT  0.99999286   -0 10 43.1
 HV5475;SPC MD       -   246,296.15  1,230,700.16   sFT  0.99999286   -0 10 43.1
 HV5475;UTM  18      - 4,246,299.354   300,340.999   MT  1.00009096   -1 25 03.9
 HV5475
 HV5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5475!SPC VA N     -   1.00000281  x   0.99995983  =   0.99996264
 HV5475!SPC MD       -   1.00000281  x   0.99999286  =   0.99999567
 HV5475!UTM  18      -   1.00000281  x   1.00009096  =   1.00009377
 HV5475
 HV5475:                Primary Azimuth Mark                     Grid Az
 HV5475:SPC VA N     -  MARLBOROUGH 2                            350 04 44.0
 HV5475:SPC MD       -  MARLBOROUGH 2                            351 00 57.8
 HV5475:UTM  18      -  MARLBOROUGH 2                            352 15 18.6
 HV5475
 HV5475|---------------------------------------------------------------------|
 HV5475| PID    Reference Object                     Distance      Geod. Az  |
 HV5475|                                                           dddmmss.s |
 HV5475| HV5480 MARLBOROUGH 2                       APPROX. 1.9 KM 3505014.7 |
 HV5475|---------------------------------------------------------------------|
 HV5475
 HV5475                          SUPERSEDED SURVEY CONTROL
 HV5475
 HV5475  NAD 83(1993)-  38 20 33.39120(N)    077 17 04.63677(W) AD(       ) 3
 HV5475  NAD 83(1986)-  38 20 33.39078(N)    077 17 04.64124(W) AD(       ) 3
 HV5475  NAD 27      -  38 20 32.94500(N)    077 17 05.71500(W) AD(       ) 3
 HV5475
 HV5475.Superseded values are not recommended for survey control.
 HV5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5475.See file dsdata.txt to determine how the superseded data were derived.
 HV5475
 HV5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0034146299(NAD 83)
 HV5475_MARKER: DU = BOUNDARY MARKER
 HV5475_SETTING: 0 = UNSPECIFIED SETTING
 HV5475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5475+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2006
 HV5475
 HV5475  HISTORY     - Date     Condition        Report By
 HV5475  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5475  HISTORY     - 1961     GOOD             CGS
 HV5475  HISTORY     - 1972     GOOD             NGS
 HV5475  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5475  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5475  HISTORY     - 20060103 GOOD             INDIV
 HV5475
 HV5475                          STATION DESCRIPTION
 HV5475
 HV5475'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5475'STATION IS ON THE W SHORE OF THE POTOMAC RIVER, AND THE S SHORE OF
 HV5475'POTOMAC CREEK, ON BULL BLUFF.  THE BLUFF IS ABUT 175 FEET HIGH,
 HV5475'AND IS PROMINENT.  THE FACE OF THE BLUFF IS HEAVILY WOODED.  MARK
 HV5475'IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 HV5475'NOTE--THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5475'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5475'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5475'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5475'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5475'THERE IS NO REFERENCE MARK.  THE POINT IS OF LITTLE VALUE AS A
 HV5475'TRIANGULATION STATION, DUE TO THE FACT THAT IT LIES IN A GROVE
 HV5475'OF TALL TREES.
 HV5475'
 HV5475'TO REACH THE STATION, LAND AT THE SMALL HOUSEBOAT THAT HAS BEEN
 HV5475'PULLED UP ON THE SHORE, IN THE GULLY, THE FIRST BREAK N THE
 HV5475'CLIFFS INSIDE THE CREEK.  TURN SHARPLY TO THE LEFT, AND PROCEED
 HV5475'STRAIGHT UP THE SIDE OF THE STEEP HILL TO THE TOP OF THE HILL.
 HV5475'THE TOP OF THE HILL IS A RIDGE, THE CREST BEING NORMAL TO THE
 HV5475'SHORE OF THE CREEK.  THE STATION IS ON THE NW EDGE OF THE CREST,
 HV5475'ABOUT 5 YARDS FROM THE FACE OF THE CLIFF.
 HV5475
 HV5475                          STATION RECOVERY (1961)
 HV5475
 HV5475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5475'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  THE
 HV5475'MARK PROJECTS 14 INCHES AND THE DISK IS STAMPED NO. 35, 1929.
 HV5475'THE STATEMENT THAT THE STATION IS OF LITTLE VALUE AS A
 HV5475'TRIANGULATION STATION IS CORRECT.
 HV5475
 HV5475                          STATION RECOVERY (1972)
 HV5475
 HV5475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5475'STATION MARK RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION BY
 HV5475'E.B.L. 1929 AND FOUND TO BE IN GOOD CONDITION.
 HV5475
 HV5475                          STATION RECOVERY (1999)
 HV5475
 HV5475'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5475'MARK NOT FOUND.
 HV5475
 HV5475                          STATION RECOVERY (2003)
 HV5475
 HV5475'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5475'MARK NOT FOUND.
 HV5475
 HV5475                          STATION RECOVERY (2006)
 HV5475
 HV5475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BPP)
 HV5475'RECOVERED IN GOOD CONDITION.  MONUMENT CAN BE ACCESSED FROM A ROUGH
 HV5475'DIRT ROAD AT THE END OF BELVEDERE DRIVE ON THE PROPERTY KNOWN AS THE
 HV5475'RIDGES OF BELVEDERE.  ACCESS IS RESTRICTED DUE TO A LOCKED CABLE
 HV5475'ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5476 ***********************************************************************
 HV5476  DESIGNATION -  BOUNDARY MONUMENT 36 1929
 HV5476  PID         -  HV5476
 HV5476  STATE/COUNTY-  VA/STAFFORD
 HV5476  USGS QUAD   -  PASSAPATANZY (1982)
 HV5476
 HV5476                         *CURRENT SURVEY CONTROL
 HV5476  ___________________________________________________________________
 HV5476* NAD 83(1993)-  38 21 06.42451(N)    077 17 17.01017(W)     ADJUSTED  
 HV5476* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5476  ___________________________________________________________________
 HV5476  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HV5476  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HV5476
 HV5476  HORZ ORDER  -  THIRD
 HV5476
 HV5476.The horizontal coordinates were established by classical geodetic methods
 HV5476.and adjusted by the National Geodetic Survey in November 1994..
 HV5476
 HV5476.The orthometric height was scaled from a topographic map.
 HV5476
 HV5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5476
 HV5476.The geoid height was determined by GEOID03.
 HV5476
 HV5476;                    North         East     Units Scale Factor Converg.
 HV5476;SPC VA N     - 2,076,745.805 3,605,929.897   MT  0.99995908   +0 45 23.0
 HV5476;SPC VA N     - 6,813,456.86 11,830,455.00   sFT  0.99995908   +0 45 23.0
 HV5476;SPC MD       -    76,090.782   374,820.721   MT  0.99999139   -0 10 50.9
 HV5476;SPC MD       -   249,641.17  1,229,724.32   sFT  0.99999139   -0 10 50.9
 HV5476;UTM  18      - 4,247,325.216   300,065.653   MT  1.00009231   -1 25 12.7
 HV5476
 HV5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5476!SPC VA N     -   1.00000501  x   0.99995908  =   0.99996408
 HV5476!SPC MD       -   1.00000501  x   0.99999139  =   0.99999640
 HV5476!UTM  18      -   1.00000501  x   1.00009231  =   1.00009732
 HV5476
 HV5476:                Primary Azimuth Mark                     Grid Az
 HV5476:SPC VA N     -  MARYLAND 2                               081 43 37.6
 HV5476:SPC MD       -  MARYLAND 2                               082 39 51.5
 HV5476:UTM  18      -  MARYLAND 2                               083 54 13.3
 HV5476
 HV5476|---------------------------------------------------------------------|
 HV5476| PID    Reference Object                     Distance      Geod. Az  |
 HV5476|                                                           dddmmss.s |
 HV5476| HV5395 MARYLAND 2                          APPROX. 7.1 KM 0822900.6 |
 HV5476|---------------------------------------------------------------------|
 HV5476
 HV5476                          SUPERSEDED SURVEY CONTROL
 HV5476
 HV5476  NAD 83(1993)-  38 21 06.42702(N)    077 17 17.01780(W) AD(       ) 3
 HV5476  NAD 83(1986)-  38 21 06.42641(N)    077 17 17.02152(W) AD(       ) 3
 HV5476  NAD 27      -  38 21 05.98700(N)    077 17 18.09600(W) AD(       ) 3
 HV5476
 HV5476.Superseded values are not recommended for survey control.
 HV5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5476.See file dsdata.txt to determine how the superseded data were derived.
 HV5476
 HV5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0006647325(NAD 83)
 HV5476_MARKER: DU = BOUNDARY MARKER
 HV5476_SETTING: 0 = UNSPECIFIED SETTING
 HV5476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5476
 HV5476  HISTORY     - Date     Condition        Report By
 HV5476  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5476  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV5476
 HV5476                          STATION DESCRIPTION
 HV5476
 HV5476'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5476'THE STATION IS ON THE NORTHERN SHORE OF POTOMAC CREEK, ON
 HV5476'MARLBOROUGH POINT, 12 YARDS FROM THE END OF THE POINT, ON LOW
 HV5476'SANDY GROUND.
 HV5476'
 HV5476'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5476'COMMISSION.  NOTE--THE MARK OF THE VIRGINA-MARYLAND BOUNDARY
 HV5476'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5476'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5476'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5476'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5476'THERE IS NO REFERENCE MARK.  THE POINT IS OF
 HV5476'SMALL VALUE AS A TRIANGULATION STATION.
 HV5476
 HV5476                          STATION RECOVERY (1961)
 HV5476
 HV5476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5476'STATION NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.
 HV5476'TWO LOCAL RESIDENTS STATED THAT THE MARK HAS BEEN DESTROYED BY
 HV5476'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5477 ***********************************************************************
 HV5477  DESIGNATION -  BOUNDARY MONUMENT 37
 HV5477  PID         -  HV5477
 HV5477  STATE/COUNTY-  VA/STAFFORD
 HV5477  USGS QUAD   -  PASSAPATANZY (1982)
 HV5477
 HV5477                         *CURRENT SURVEY CONTROL
 HV5477  ___________________________________________________________________
 HV5477* NAD 83(1993)-  38 22 29.84015(N)    077 18 17.25412(W)     ADJUSTED  
 HV5477* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 HV5477  ___________________________________________________________________
 HV5477  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HV5477  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HV5477
 HV5477  HORZ ORDER  -  THIRD
 HV5477
 HV5477.The horizontal coordinates were established by classical geodetic methods
 HV5477.and adjusted by the National Geodetic Survey in November 1994..
 HV5477
 HV5477.The orthometric height was scaled from a topographic map.
 HV5477
 HV5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5477
 HV5477.The geoid height was determined by GEOID03.
 HV5477
 HV5477;                    North         East     Units Scale Factor Converg.
 HV5477;SPC VA N     - 2,079,298.364 3,604,433.822   MT  0.99995730   +0 44 45.4
 HV5477;SPC VA N     - 6,821,831.38 11,825,546.63   sFT  0.99995730   +0 44 45.4
 HV5477;SPC MD       -    78,667.551   373,366.551   MT  0.99998781   -0 11 28.7
 HV5477;SPC MD       -   258,095.12  1,224,953.43   sFT  0.99998781   -0 11 28.7
 HV5477;UTM  18      - 4,249,933.119   298,667.424   MT  1.00009922   -1 25 52.7
 HV5477
 HV5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5477!SPC VA N     -   1.00000280  x   0.99995730  =   0.99996010
 HV5477!SPC MD       -   1.00000280  x   0.99998781  =   0.99999061
 HV5477!UTM  18      -   1.00000280  x   1.00009922  =   1.00010202
 HV5477
 HV5477:                Primary Azimuth Mark                     Grid Az
 HV5477:SPC VA N     -  QUANTICO JUNIOR SCH DIST TANK            000 37 55.6
 HV5477:SPC MD       -  QUANTICO JUNIOR SCH DIST TANK            001 34 09.7
 HV5477:UTM  18      -  QUANTICO JUNIOR SCH DIST TANK            002 48 33.7
 HV5477
 HV5477|---------------------------------------------------------------------|
 HV5477| PID    Reference Object                     Distance      Geod. Az  |
 HV5477|                                                           dddmmss.s |
 HV5477| HV5074 QUANTICO JUNIOR SCH DIST TANK       APPROX.17.6 KM 0012241.0 |
 HV5477| HV5075 QUANTICO EAST CHECKERED TANK        APPROX.16.8 KM 3592148.8 |
 HV5477|---------------------------------------------------------------------|
 HV5477
 HV5477                          SUPERSEDED SURVEY CONTROL
 HV5477
 HV5477  NAD 83(1993)-  38 22 29.84282(N)    077 18 17.26108(W) AD(       ) 3
 HV5477  NAD 83(1986)-  38 22 29.84176(N)    077 18 17.26624(W) AD(       ) 3
 HV5477  NAD 27      -  38 22 29.40200(N)    077 18 18.34500(W) AD(       ) 3
 HV5477
 HV5477.Superseded values are not recommended for survey control.
 HV5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5477.See file dsdata.txt to determine how the superseded data were derived.
 HV5477
 HV5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9866749933(NAD 83)
 HV5477_MARKER: DU = BOUNDARY MARKER
 HV5477_SETTING: 0 = UNSPECIFIED SETTING
 HV5477
 HV5477  HISTORY     - Date     Condition        Report By
 HV5477  HISTORY     - 1929     MONUMENTED       CGS
 HV5477  HISTORY     - 1961     GOOD             CGS
 HV5477  HISTORY     - 1972     GOOD             NGS
 HV5477
 HV5477                          STATION DESCRIPTION
 HV5477
 HV5477'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5477'THE STATION IS ON THE WESTERN SHORE OF THE POTOMAC RIVER, ABOUT
 HV5477'3/4 MILE BELOW THE ENTRANCE TO AQUIA CREEK, ON THE MOST NORTHERLY
 HV5477'BLUFF THAT RISES FROM THE WATERS EDGE.  THE STATION IS AT THE
 HV5477'CENTER OF THE BLUFF, AT THE HIGHEST POINT OF THE BLUFF.
 HV5477'
 HV5477'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV5477'COMMISSION.  NOTE--THE MARK OF THE VIRGINA-MARYLAND BOUNDARY
 HV5477'COMMISSION CONSISTS OF A PRE-CAST CONCRETE PYRAMID, REINFORCED,
 HV5477'WITH HOOKS FOR BONDING WITH BASE, IN THE TOP OF WHICH IS SET A
 HV5477'BRONZE CAP, LETTERED WITH THE NAME VIRGINIA-MARYLAND
 HV5477'BOUNDARY COMMISSION, WITH OTHER LETTERING.
 HV5477'THERE IS NO REFERENCE MARK.
 HV5477'
 HV5477'TO REACH THE STATION, FOLLOW THE DIM TRAIL THAT LEADS UP THE
 HV5477'NORTHERN SLOPE OF THE BLUFF.  A NUMBER OF TREES WERE CUT IN
 HV5477'ORDER TO CLEAR LINES OF SIGHT.
 HV5477
 HV5477                          STATION RECOVERY (1961)
 HV5477
 HV5477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5477'STATION MARK RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 HV5477'IT IS OF LITTLE VALUE AS A TRIANGULATION STATION DUE TO ITS
 HV5477'POSITION IN HEAVY WOODS.  THE MARK PROJECTS 12 INCHES AND THE
 HV5477'DISK IS STAMPED NO 37, 1929.
 HV5477
 HV5477                          STATION RECOVERY (1972)
 HV5477
 HV5477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5477'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.B.L.
 HV5477'IN 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3621 ***********************************************************************
 GV3621  DESIGNATION -  BOUNDARY MONUMENT 3 1929
 GV3621  PID         -  GV3621
 GV3621  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3621  USGS QUAD   -  SMITH POINT (1973)
 GV3621
 GV3621                         *CURRENT SURVEY CONTROL
 GV3621  ___________________________________________________________________
 GV3621* NAD 83(1993)-  37 53 23.50019(N)    076 14 28.10068(W)     ADJUSTED  
 GV3621* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3621  ___________________________________________________________________
 GV3621  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 GV3621  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 GV3621
 GV3621  HORZ ORDER  -  THIRD
 GV3621
 GV3621.The horizontal coordinates were established by classical geodetic methods
 GV3621.and adjusted by the National Geodetic Survey in November 1994..
 GV3621
 GV3621.The orthometric height was scaled from a topographic map.
 GV3621
 GV3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3621
 GV3621.The geoid height was determined by GEOID03.
 GV3621
 GV3621;                    North         East     Units Scale Factor Converg.
 GV3621;SPC VA S     - 1,175,117.678 3,698,676.108   MT  0.99998688   +1 22 15.5
 GV3621;SPC VA S     - 3,855,365.25 12,134,739.86   sFT  0.99998688   +1 22 15.5
 GV3621;UTM  18      - 4,194,321.001   390,866.416   MT  0.99974669   -0 45 44.3
 GV3621
 GV3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3621!SPC VA S     -   1.00000549  x   0.99998688  =   0.99999237
 GV3621!UTM  18      -   1.00000549  x   0.99974669  =   0.99975218
 GV3621
 GV3621:                Primary Azimuth Mark                     Grid Az
 GV3621:SPC VA S     -  LITTLE WICOMICO RIVER LIGHT 1            091 19 46.2
 GV3621:UTM  18      -  LITTLE WICOMICO RIVER LIGHT 1            093 27 46.0
 GV3621
 GV3621|---------------------------------------------------------------------|
 GV3621| PID    Reference Object                     Distance      Geod. Az  |
 GV3621|                                                           dddmmss.s |
 GV3621| GV3622 LITTLE WICOMICO RIVER LIGHT 1       466.835 METERS 0924201.7 |
 GV3621| GV3624 SMITH POINT LIGHTHOUSE 1898         APPROX. 5.2 KM 1022159.5 |
 GV3621| GV3623 SIG                                 369.334 METERS 10910     |
 GV3621| GV3627 BOUNDARY MONUMENT 2                 273.864 METERS 12745     |
 GV3621|---------------------------------------------------------------------|
 GV3621
 GV3621                          SUPERSEDED SURVEY CONTROL
 GV3621
 GV3621  NAD 83(1993)-  37 53 23.50392(N)    076 14 28.10773(W) AD(       ) 3
 GV3621  NAD 83(1986)-  37 53 23.50343(N)    076 14 28.12115(W) AD(       ) 3
 GV3621  NAD 27      -  37 53 23.06200(N)    076 14 29.32900(W) AD(       ) 3
 GV3621
 GV3621.Superseded values are not recommended for survey control.
 GV3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3621.See file dsdata.txt to determine how the superseded data were derived.
 GV3621
 GV3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG9086694321(NAD 83)
 GV3621_MARKER: DU = BOUNDARY MARKER
 GV3621_SETTING: 0 = UNSPECIFIED SETTING
 GV3621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3621
 GV3621  HISTORY     - Date     Condition        Report By
 GV3621  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3621  HISTORY     - 1943     GOOD             CGS
 GV3621  HISTORY     - 1955     GOOD             CGS
 GV3621  HISTORY     - 1990     GOOD             USPSQD
 GV3621  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3621
 GV3621                          STATION DESCRIPTION
 GV3621
 GV3621'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3621'STATION IS ON THE S SHORE OF THE POTOMAC RIVER, APPROXIMATELY
 GV3621'75 YARDS NORTHWESTERLY OF THE ENTRANCE OF THE LITTLE WICOMICO
 GV3621'RIVER, IN THE CENTER OF A GROVE OF TREES, 14 YARDS FROM THE
 GV3621'TOP OF A BANK WITH SHARP FACE ABOUT 4 FEET HIGH.  THE TREES
 GV3621'ARE SMALL PINES.  THERE IS NO REFERENCE MARK.  THE MARK IS THE
 GV3621'STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION
 GV3621'(SEE DESCRIPTION OF BOUNDARY MRK NO. 1 FOR THE STANDARD
 GV3621'MARK).  THE POINT IS POORLY LOCATED FOR A TRIANGULATION
 GV3621'STATION.
 GV3621
 GV3621                          STATION RECOVERY (1943)
 GV3621
 GV3621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3621'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV3621'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT
 GV3621'THAT THE STATION IS ABOUT 5 YARDS, INSTEAD OF 14 YARDS, FROM
 GV3621'THE TOP OF THE BANK.
 GV3621
 GV3621                          STATION RECOVERY (1955)
 GV3621
 GV3621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3621'STATION MARK RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV3621'IS ADEQUATE.
 GV3621
 GV3621                          STATION RECOVERY (1990)
 GV3621
 GV3621'RECOVERY NOTE BY US POWER SQUADRON 1990 (LW)
 GV3621'RECOVERED IN GOOD CONDITION.
 GV3621
 GV3621                          STATION RECOVERY (2002)
 GV3621
 GV3621'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5020 ***********************************************************************
 HV5020  DESIGNATION -  BOUNDARY MONUMENT 49
 HV5020  PID         -  HV5020
 HV5020  STATE/COUNTY-  VA/FAIRFAX
 HV5020  USGS QUAD   -  FORT BELVOIR (1983)
 HV5020
 HV5020                         *CURRENT SURVEY CONTROL
 HV5020  ___________________________________________________________________
 HV5020* NAD 83(1993)-  38 37 31.88358(N)    077 10 08.15512(W)     ADJUSTED  
 HV5020* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5020  ___________________________________________________________________
 HV5020  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV5020  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV5020
 HV5020  HORZ ORDER  -  THIRD
 HV5020
 HV5020.The horizontal coordinates were established by classical geodetic methods
 HV5020.and adjusted by the National Geodetic Survey in November 1994..
 HV5020
 HV5020.The orthometric height was scaled from a topographic map.
 HV5020
 HV5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5020
 HV5020.The geoid height was determined by GEOID03.
 HV5020
 HV5020;                    North         East     Units Scale Factor Converg.
 HV5020;SPC VA N     - 2,107,271.922 3,615,900.913   MT  0.99994839   +0 49 50.7
 HV5020;SPC VA N     - 6,913,607.96 11,863,168.25   sFT  0.99994839   +0 49 50.7
 HV5020;SPC MD       -   106,450.421   385,289.813   MT  0.99995934   -0 06 21.7
 HV5020;SPC MD       -   349,246.09  1,264,071.66   sFT  0.99995934   -0 06 21.7
 HV5020;UTM  18      - 4,277,453.200   311,192.367   MT  1.00003901   -1 21 15.5
 HV5020
 HV5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5020!SPC VA N     -   1.00000513  x   0.99994839  =   0.99995352
 HV5020!SPC MD       -   1.00000513  x   0.99995934  =   0.99996447
 HV5020!UTM  18      -   1.00000513  x   1.00003901  =   1.00004414
 HV5020
 HV5020                          SUPERSEDED SURVEY CONTROL
 HV5020
 HV5020  NAD 83(1993)-  38 37 31.88127(N)    077 10 08.15934(W) AD(       ) 3
 HV5020  NAD 83(1986)-  38 37 31.88277(N)    077 10 08.16726(W) AD(       ) 3
 HV5020  NAD 27      -  38 37 31.46100(N)    077 10 09.24400(W) AD(       ) 3
 HV5020
 HV5020.Superseded values are not recommended for survey control.
 HV5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5020.See file dsdata.txt to determine how the superseded data were derived.
 HV5020
 HV5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1119277453(NAD 83)
 HV5020_MARKER: DU = BOUNDARY MARKER
 HV5020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5020_STAMPING: 49
 HV5020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5020
 HV5020  HISTORY     - Date     Condition        Report By
 HV5020  HISTORY     - 1929     MONUMENTED       CGS
 HV5020  HISTORY     - 1938     GOOD             CGS
 HV5020  HISTORY     - 1959     GOOD             CGS
 HV5020  HISTORY     - 1971     GOOD             USGS
 HV5020  HISTORY     - 1972     GOOD             NGS
 HV5020  HISTORY     - 19910101 GOOD             MDDNR
 HV5020  HISTORY     - 19991115 GOOD             USPSQD
 HV5020
 HV5020                          STATION DESCRIPTION
 HV5020
 HV5020'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5020'STATION IS ON THE W SHORE OF THE POTOMAC RIVER, ON THE FIRST
 HV5020'POINT (SANDY) N OF SYCAMORE POINT AT THE EDGE OF HIGH-WATER
 HV5020'LINE.  A MARSH TO THE N OF STATION HAS ITS SOUTHERN BOUNDARY
 HV5020'AT THE STATION.  A RIDE FISHERMANS SHACK IS SEVEN METERS INSHORE
 HV5020'FROM STATION AND A ROW OF OLD PILINGS RUNS OUT INTO CHANNEL
 HV5020'150 FEET FROM STATION.
 HV5020
 HV5020                          STATION RECOVERY (1938)
 HV5020
 HV5020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5020'MARK WAS RECOVERED.  TRIANGULATION STATION SHELTON, 1928
 HV5020'WHICH IS NEARBY, WAS ALSO RECOVERED WITH ITS TWO REFERENCE
 HV5020'MARKS.
 HV5020
 HV5020                          STATION RECOVERY (1959)
 HV5020
 HV5020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5020'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  FOR
 HV5020'ADDITIONAL INFORMATION SEE RECOVERY NOTE FOR STATION SHELTON
 HV5020'1928.
 HV5020
 HV5020                          STATION RECOVERY (1971)
 HV5020
 HV5020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HV5020'STATION RECOVERED IN GOOD CONDITION.
 HV5020'
 HV5020'TRIANGULATION SHELTON 1929 PREVIOUSLY REPORTED DESTROYED.
 HV5020'SHELTON R.M. 1 SLIGHTLY LEANING.  SHELTON R.M. 2 SUBMERGED IF
 HV5020'IT STILL EXISTS.
 HV5020'
 HV5020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--N. OF
 HV5020'SYCAMORE POINT.
 HV5020
 HV5020                          STATION RECOVERY (1972)
 HV5020
 HV5020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GS)
 HV5020'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DISK IS SET IN THE TOP OF
 HV5020'A 10 INCH SQUARE MONUMENT THAT PROJECTS 10 INCHES.
 HV5020
 HV5020                          STATION RECOVERY (1991)
 HV5020
 HV5020'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5020'RECOVERED IN GOOD CONDITION AT THE SOUTH END OF A LOW FLAT AREA AT
 HV5020'SYCAMORE PT.  AT THE BASE OF A HILL WHERE THERE IS A 1.5M DIA SYCAMORE
 HV5020'TREE.  IT IS 3.83M EAST OF A 1,5M DIA SYCAMORE, 2.55 M (8.37 FT)
 HV5020'SOUTHWEST OF SHELTON RM 2, 16.50M NW OF THE REMAINS OF SHELTON RM 1
 HV5020'AND 16.43M SOUTH-SOUTH WEST OF A IM DIA SYCAMORE ON THE SOUTH SIDE OF
 HV5020'THE TRACK ROAD TO THE BEACH.  IN QUAD 3807712-40005.
 HV5020
 HV5020                          STATION RECOVERY (1999)
 HV5020
 HV5020'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5064 ***********************************************************************
 HV5064  DESIGNATION -  BOUNDARY MONUMENT 41 1929
 HV5064  PID         -  HV5064
 HV5064  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5064  USGS QUAD   -  QUANTICO (1994)
 HV5064
 HV5064                         *CURRENT SURVEY CONTROL
 HV5064  ___________________________________________________________________
 HV5064* NAD 83(1993)-  38 30 15.63959(N)    077 17 57.73519(W)     ADJUSTED  
 HV5064* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5064  ___________________________________________________________________
 HV5064  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HV5064  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV5064
 HV5064  HORZ ORDER  -  THIRD
 HV5064
 HV5064.The horizontal coordinates were established by classical geodetic methods
 HV5064.and adjusted by the National Geodetic Survey in November 1994..
 HV5064
 HV5064.The orthometric height was scaled from a topographic map.
 HV5064
 HV5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5064
 HV5064.The geoid height was determined by GEOID03.
 HV5064
 HV5064;                    North         East     Units Scale Factor Converg.
 HV5064;SPC VA N     - 2,093,665.420 3,604,719.720   MT  0.99995033   +0 44 57.6
 HV5064;SPC VA N     - 6,868,967.30 11,826,484.61   sFT  0.99995033   +0 44 57.6
 HV5064;SPC MD       -    93,028.375   373,887.429   MT  0.99997074   -0 11 16.4
 HV5064;SPC MD       -   305,210.59  1,226,662.34   sFT  0.99997074   -0 11 16.4
 HV5064;UTM  18      - 4,264,280.975   299,499.569   MT  1.00009509   -1 25 55.2
 HV5064
 HV5064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5064!SPC VA N     -   1.00000514  x   0.99995033  =   0.99995547
 HV5064!SPC MD       -   1.00000514  x   0.99997074  =   0.99997588
 HV5064!UTM  18      -   1.00000514  x   1.00009509  =   1.00010023
 HV5064
 HV5064:                Primary Azimuth Mark                     Grid Az
 HV5064:SPC VA N     -  OAK                                      074 42 00.0
 HV5064:SPC MD       -  OAK                                      075 38 14.0
 HV5064:UTM  18      -  OAK                                      076 52 52.8
 HV5064
 HV5064|---------------------------------------------------------------------|
 HV5064| PID    Reference Object                     Distance      Geod. Az  |
 HV5064|                                                           dddmmss.s |
 HV5064| HV5084 OAK                                 APPROX. 3.2 KM 0752657.6 |
 HV5064|---------------------------------------------------------------------|
 HV5064
 HV5064                          SUPERSEDED SURVEY CONTROL
 HV5064
 HV5064  NAD 83(1993)-  38 30 15.63874(N)    077 17 57.74131(W) AD(       ) 3
 HV5064  NAD 83(1986)-  38 30 15.63915(N)    077 17 57.74600(W) AD(       ) 3
 HV5064  NAD 27      -  38 30 15.22200(N)    077 17 58.81500(W) AD(       ) 3
 HV5064
 HV5064.Superseded values are not recommended for survey control.
 HV5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5064.See file dsdata.txt to determine how the superseded data were derived.
 HV5064
 HV5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9950064281(NAD 83)
 HV5064_MARKER: DU = BOUNDARY MARKER
 HV5064_SETTING: 0 = UNSPECIFIED SETTING
 HV5064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5064
 HV5064  HISTORY     - Date     Condition        Report By
 HV5064  HISTORY     - 1929     MONUMENTED       CGS
 HV5064  HISTORY     - 1959     MARK NOT FOUND   CGS
 HV5064  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV5064
 HV5064                          STATION DESCRIPTION
 HV5064
 HV5064'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5064'THE STATION IS ON THE W SHORE OF THE POTOMAC RIVER, AND THE
 HV5064'S SHORE OF CHOPAWAMSIC CREEK, AT THE TOP OF A BLUFF ABOUT 10
 HV5064'FEET HIGH AND ABOUT 10 YARDS FROM THE EDGE OF THE RIDGE THAT
 HV5064'FORMS THE TOP OF THE BLUFF.  IT IS IN A CLUMP OF TREES, A NUMBER
 HV5064'OF WHICH WERE CUT IN CLEARING LINES OF SIGHT.  THE MARK IS THE
 HV5064'STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.
 HV5064'(SEE DESCRIPTION OF BOUNDARY MARK NO. 33 FOR THE STANDARD
 HV5064'MARK).  THERE IS NO REFERENCE MARK.
 HV5064
 HV5064                          STATION RECOVERY (1959)
 HV5064
 HV5064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5064'A BRIEF SEARCH OF THE AREA FAILED TO RECOVER THE MARK.  MANY
 HV5064'CHANGES HAVE TAKEN PLACE ALONG THIS SHORELINE SINCE THE
 HV5064'ESTABLISHMENT OF THIS MARK, BUT A MORE THOROUGH SEARCH COULD DEFINE
 HV5064'THE EXISTENCE OF THIS MARK.
 HV5064
 HV5064                          STATION RECOVERY (1972)
 HV5064
 HV5064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GRS)
 HV5064'STATION MARK COULD NOT BE FOUND IN THE AREA.  THE PUBLISHED POSITION
 HV5064'PLACES IT APPROXIMATELY 50 YARDS NE INTO THE RIVER OFF THE POINT OF
 HV5064'MAINLAND SOUTH OF CHOPAWAMSIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5066 ***********************************************************************
 HV5066  DESIGNATION -  BOUNDARY MONUMENT 43
 HV5066  PID         -  HV5066
 HV5066  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5066  USGS QUAD   -  QUANTICO (1994)
 HV5066
 HV5066                         *CURRENT SURVEY CONTROL
 HV5066  ___________________________________________________________________
 HV5066* NAD 83(1993)-  38 30 56.58727(N)    077 17 28.20411(W)     ADJUSTED  
 HV5066* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5066  ___________________________________________________________________
 HV5066  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 HV5066  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV5066
 HV5066  HORZ ORDER  -  THIRD
 HV5066
 HV5066.The horizontal coordinates were established by classical geodetic methods
 HV5066.and adjusted by the National Geodetic Survey in November 1994..
 HV5066
 HV5066.The orthometric height was scaled from a topographic map.
 HV5066
 HV5066.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5066
 HV5066.The geoid height was determined by GEOID03.
 HV5066
 HV5066;                    North         East     Units Scale Factor Converg.
 HV5066;SPC VA N     - 2,094,937.260 3,605,418.533   MT  0.99994995   +0 45 16.0
 HV5066;SPC VA N     - 6,873,139.99 11,828,777.30   sFT  0.99994995   +0 45 16.0
 HV5066;SPC MD       -    94,288.640   374,606.966   MT  0.99996948   -0 10 57.9
 HV5066;SPC MD       -   309,345.31  1,229,023.02   sFT  0.99996948   -0 10 57.9
 HV5066;UTM  18      - 4,265,525.471   300,246.395   MT  1.00009140   -1 25 38.1
 HV5066
 HV5066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5066!SPC VA N     -   1.00000498  x   0.99994995  =   0.99995493
 HV5066!SPC MD       -   1.00000498  x   0.99996948  =   0.99997446
 HV5066!UTM  18      -   1.00000498  x   1.00009140  =   1.00009638
 HV5066
 HV5066:                Primary Azimuth Mark                     Grid Az
 HV5066:SPC VA N     -  LOWER RESET                              074 21 20.6
 HV5066:SPC MD       -  LOWER RESET                              075 17 34.5
 HV5066:UTM  18      -  LOWER RESET                              076 32 14.7
 HV5066
 HV5066|---------------------------------------------------------------------|
 HV5066| PID    Reference Object                     Distance      Geod. Az  |
 HV5066|                                                           dddmmss.s |
 HV5066| HV5083 LOWER RESET                         APPROX. 3.1 KM 0750636.6 |
 HV5066|---------------------------------------------------------------------|
 HV5066
 HV5066                          SUPERSEDED SURVEY CONTROL
 HV5066
 HV5066  NAD 83(1993)-  38 30 56.58614(N)    077 17 28.21039(W) AD(       ) 3
 HV5066  NAD 83(1986)-  38 30 56.58670(N)    077 17 28.21509(W) AD(       ) 3
 HV5066  NAD 27      -  38 30 56.17000(N)    077 17 29.28900(W) AD(       ) 3
 HV5066
 HV5066.Superseded values are not recommended for survey control.
 HV5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5066.See file dsdata.txt to determine how the superseded data were derived.
 HV5066
 HV5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0024665525(NAD 83)
 HV5066_MARKER: DU = BOUNDARY MARKER
 HV5066_SETTING: 0 = UNSPECIFIED SETTING
 HV5066_STAMPING: 43
 HV5066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5066
 HV5066  HISTORY     - Date     Condition        Report By
 HV5066  HISTORY     - 1929     MONUMENTED       CGS
 HV5066  HISTORY     - 1956     GOOD             AMS
 HV5066  HISTORY     - 1972     GOOD             NGS
 HV5066  HISTORY     - 19910101 GOOD             MDDNR
 HV5066
 HV5066                          STATION DESCRIPTION
 HV5066
 HV5066'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5066'THE STATION IS ON THE WESTERN SHORE OF THE POTOMAC RIVER, AND
 HV5066'THE NORTHERN SHORE OF CHOPAWAMSIC CREEK.  IT IS ON THE POINT
 HV5066'FORMED BY A TURN IN THE CONCRETE RETAINING WALL AROUND THE PROPERTY
 HV5066'OF THE MARINE BARRACKS, AND JUST BEHIND THE WALL.  THE MARK IS
 HV5066'THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.
 HV5066'(SEE DESCRIPTION OF BOUNDARY MARK NO. 33 FOR THE STANDARD MARK).
 HV5066'THERE IS NO REFERENCE MARK.
 HV5066
 HV5066                          STATION RECOVERY (1956)
 HV5066
 HV5066'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5066'STATION RECOVERED IN GOOD CONDITION.
 HV5066
 HV5066                          STATION RECOVERY (1972)
 HV5066
 HV5066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5066'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.B.L. IN 1929.
 HV5066'CONSIDERABLE EROSION IS EVIDENT BEHIND THE MENTIONED RETAINING WALL,
 HV5066'BUT THE MONUMENT WAS UNDISTURBED WHEN VISITED BY THIS PARTY.  THE
 HV5066'CHARACTERS BM443 WERE CHISELED ALMOST ILLEGIBLY IN THE RETAINING
 HV5066'WALL AT THE STATION.
 HV5066
 HV5066                          STATION RECOVERY (1991)
 HV5066
 HV5066'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5066'RECOVERED IN GOOD CONDITION PROJECTING 40 CM, BEHINED A CONCRETE
 HV5066'SEAWALL.  IT IS 53 CM 340 M (1115.5 FT) FROM THE BACK EDGE OF THE
 HV5066'SEAWALL THAT IS 60 CM WIDE AND 2M ABOVE THE WATER.  THE SW SIDE OF THE
 HV5066'SUB-BASE IS EXPOSED DUE TO A WASHOUT BEHIND THE BULKHEAD SW OF THE
 HV5066'STATION.  THE TOP OF THE BANK IN THIS AREA IS ABOUT 3M ABOVE THE TOP
 HV5066'OF THE BULKHEAD.  THE SE GABLE OF THE OFFICE AT THE MARINE DOCK BEARS
 HV5066'052 M, (170.6 FT) THE E LY SINGLE POWERLINE TOWER BEARS 073 M, (239.5
 HV5066'FT) BOUNDARY POINT 43 (PILE) BEARS 112 M, (367.5 FT) AIRPORT RADAR AT
 HV5066'QUANTICO BEARS 229 M.  (751.3 FT) LOWER, 0AK RM2 AND TIDAL BM AT
 HV5066'MARINE 2 ARE V.G.  IN QUAD 3807713-20003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5067 ***********************************************************************
 HV5067  DESIGNATION -  BOUNDARY MONUMENT 44 1929
 HV5067  PID         -  HV5067
 HV5067  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5067  USGS QUAD   -  QUANTICO (1994)
 HV5067
 HV5067                         *CURRENT SURVEY CONTROL
 HV5067  ___________________________________________________________________
 HV5067* NAD 83(1993)-  38 31 38.42918(N)    077 16 59.50797(W)     ADJUSTED  
 HV5067* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5067  ___________________________________________________________________
 HV5067  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 HV5067  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV5067
 HV5067  HORZ ORDER  -  THIRD
 HV5067
 HV5067.The horizontal coordinates were established by classical geodetic methods
 HV5067.and adjusted by the National Geodetic Survey in November 1994..
 HV5067
 HV5067.The orthometric height was scaled from a topographic map.
 HV5067
 HV5067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5067
 HV5067.The geoid height was determined by GEOID03.
 HV5067
 HV5067;                    North         East     Units Scale Factor Converg.
 HV5067;SPC VA N     - 2,096,236.465 3,606,096.532   MT  0.99994962   +0 45 33.9
 HV5067;SPC VA N     - 6,877,402.47 11,831,001.71   sFT  0.99994962   +0 45 33.9
 HV5067;SPC MD       -    95,576.606   375,306.138   MT  0.99996823   -0 10 39.9
 HV5067;SPC MD       -   313,570.91  1,231,316.89   sFT  0.99996823   -0 10 39.9
 HV5067;UTM  18      - 4,266,798.099   300,973.467   MT  1.00008783   -1 25 21.5
 HV5067
 HV5067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5067!SPC VA N     -   1.00000466  x   0.99994962  =   0.99995428
 HV5067!SPC MD       -   1.00000466  x   0.99996823  =   0.99997289
 HV5067!UTM  18      -   1.00000466  x   1.00008783  =   1.00009249
 HV5067
 HV5067:                Primary Azimuth Mark                     Grid Az
 HV5067:SPC VA N     -  LOWER RESET                              101 32 30.4
 HV5067:SPC MD       -  LOWER RESET                              102 28 44.2
 HV5067:UTM  18      -  LOWER RESET                              103 43 25.8
 HV5067
 HV5067|---------------------------------------------------------------------|
 HV5067| PID    Reference Object                     Distance      Geod. Az  |
 HV5067|                                                           dddmmss.s |
 HV5067| HV5083 LOWER RESET                         APPROX. 2.3 KM 1021804.3 |
 HV5067|---------------------------------------------------------------------|
 HV5067
 HV5067                          SUPERSEDED SURVEY CONTROL
 HV5067
 HV5067  NAD 83(1993)-  38 31 38.42779(N)    077 16 59.51430(W) AD(       ) 3
 HV5067  NAD 83(1986)-  38 31 38.42849(N)    077 16 59.51906(W) AD(       ) 3
 HV5067  NAD 27      -  38 31 38.01200(N)    077 17 00.59100(W) AD(       ) 3
 HV5067
 HV5067.Superseded values are not recommended for survey control.
 HV5067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5067.See file dsdata.txt to determine how the superseded data were derived.
 HV5067
 HV5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0097366798(NAD 83)
 HV5067_MARKER: DU = BOUNDARY MARKER
 HV5067_SETTING: 0 = UNSPECIFIED SETTING
 HV5067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5067
 HV5067  HISTORY     - Date     Condition        Report By
 HV5067  HISTORY     - 1929     MONUMENTED       CGS
 HV5067  HISTORY     - 1938     GOOD             CGS
 HV5067  HISTORY     - 1942     GOOD             LOCENG
 HV5067  HISTORY     - 1955     GOOD             CGS
 HV5067  HISTORY     - 1956     GOOD             AMS
 HV5067  HISTORY     - 1958     GOOD             CGS
 HV5067  HISTORY     - 1972     GOOD             NGS
 HV5067
 HV5067                          STATION DESCRIPTION
 HV5067
 HV5067'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5067'THE STATION IS ON THE WESTERN SHORE OF THE POTOMAC RIVER, AND
 HV5067'THE SOUTHERN SHORE OF QUANTICO CREEK, ON SHIPPING POINT NEAR
 HV5067'THE HIGHEST POINT OF THE HILL.  THE STATION IS 2 YARDS ESE OF THE
 HV5067'LARGE PINE TREE GROWING ON THE POINT.  THE MARK IS THE STANDARD
 HV5067'MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.  (SEE THE
 HV5067'DESCRIPTION OF BOUNDARY MARK NO. 33 FOR THE STANDARD MARK).
 HV5067'
 HV5067'THERE IS NO REFERENCE MARK.
 HV5067
 HV5067                          STATION RECOVERY (1938)
 HV5067
 HV5067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5067'STATION RECOVERED.
 HV5067
 HV5067                          STATION RECOVERY (1942)
 HV5067
 HV5067'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 HV5067'RECOVERED BY PW DEPT.
 HV5067'
 HV5067'IN ACCORDANCE WITH YOUR INSTRUCTIONS, THE STATION WAS LOWERED
 HV5067'APPROXIMATELY 5 FT., THE LATERAL POSITION OF THE MARKER BEING
 HV5067'MAINTAINED.
 HV5067'
 HV5067'POINTS A, B, AND C, AS SHOWN IN SKETCH ON THE LITHOPRINT SHEET,
 HV5067'WERE NOT FOUND AND ARE PRESUMED LOST DUE TO SLUFFING OF THE
 HV5067'BLUFF.  THE LARGE PINE TREE REFERRED TO IN THE DESCRIPTION HAS
 HV5067'BEEN REMOVED.
 HV5067'
 HV5067'THE MONUMENT IS NOW ABOUT 4 YD. FROM THE BLUFF LINE AT THE
 HV5067'NEAREST POINT.
 HV5067
 HV5067                          STATION RECOVERY (1955)
 HV5067
 HV5067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WVP)
 HV5067'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HV5067
 HV5067                          STATION RECOVERY (1956)
 HV5067
 HV5067'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5067'STATION RECOVERED IN GOOD CONDITION.
 HV5067
 HV5067                          STATION RECOVERY (1958)
 HV5067
 HV5067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5067'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 HV5067'BY E.B.L IN 1929 IS ADEQUATE AND COMPLETE.
 HV5067
 HV5067                          STATION RECOVERY (1972)
 HV5067
 HV5067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5067'STATION WAS RECOVERED IN GOOD CONDITION.  MEASUREMENTS TO THE
 HV5067'BUILDING SKETCHED IN E.B.L.S 1929 DESCRIPTION WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5081 ***********************************************************************
 HV5081  DESIGNATION -  BOUNDARY MONUMENT 46
 HV5081  PID         -  HV5081
 HV5081  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5081  USGS QUAD   -  QUANTICO (1994)
 HV5081
 HV5081                         *CURRENT SURVEY CONTROL
 HV5081  ___________________________________________________________________
 HV5081* NAD 83(1993)-  38 33 38.75908(N)    077 15 25.52165(W)     ADJUSTED  
 HV5081* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5081  ___________________________________________________________________
 HV5081  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 HV5081  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV5081
 HV5081  HORZ ORDER  -  THIRD
 HV5081
 HV5081.The horizontal coordinates were established by classical geodetic methods
 HV5081.and adjusted by the National Geodetic Survey in November 1994..
 HV5081
 HV5081.The orthometric height was scaled from a topographic map.
 HV5081
 HV5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5081
 HV5081.The geoid height was determined by GEOID03.
 HV5081
 HV5081;                    North         East     Units Scale Factor Converg.
 HV5081;SPC VA N     - 2,099,976.832 3,608,322.534   MT  0.99994887   +0 46 32.6
 HV5081;SPC VA N     - 6,889,673.99 11,838,304.85   sFT  0.99994887   +0 46 32.6
 HV5081;SPC MD       -    99,280.129   377,593.056   MT  0.99996488   -0 09 40.9
 HV5081;SPC MD       -   325,721.56  1,238,819.88   sFT  0.99996488   -0 09 40.9
 HV5081;UTM  18      - 4,270,451.462   303,340.618   MT  1.00007629   -1 24 26.6
 HV5081
 HV5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5081!SPC VA N     -   1.00000497  x   0.99994887  =   0.99995384
 HV5081!SPC MD       -   1.00000497  x   0.99996488  =   0.99996985
 HV5081!UTM  18      -   1.00000497  x   1.00007629  =   1.00008126
 HV5081
 HV5081                          SUPERSEDED SURVEY CONTROL
 HV5081
 HV5081  NAD 83(1993)-  38 33 38.75720(N)    077 15 25.52775(W) AD(       ) 3
 HV5081  NAD 83(1986)-  38 33 38.75827(N)    077 15 25.53287(W) AD(       ) 3
 HV5081  NAD 27      -  38 33 38.34100(N)    077 15 26.60500(W) AD(       ) 3
 HV5081
 HV5081.Superseded values are not recommended for survey control.
 HV5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5081.See file dsdata.txt to determine how the superseded data were derived.
 HV5081
 HV5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0334170451(NAD 83)
 HV5081_MARKER: DU = BOUNDARY MARKER
 HV5081_SETTING: 0 = UNSPECIFIED SETTING
 HV5081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5081
 HV5081  HISTORY     - Date     Condition        Report By
 HV5081  HISTORY     - 1929     MONUMENTED       CGS
 HV5081  HISTORY     - 1938     GOOD             CGS
 HV5081  HISTORY     - 1955     GOOD             CGS
 HV5081  HISTORY     - 1956     GOOD             AMS
 HV5081  HISTORY     - 1958     GOOD             CGS
 HV5081  HISTORY     - 1959     GOOD             CGS
 HV5081  HISTORY     - 1964     GOOD             USN
 HV5081  HISTORY     - 1972     GOOD             NGS
 HV5081  HISTORY     - 19910101 GOOD             MDDNR
 HV5081
 HV5081                          STATION DESCRIPTION
 HV5081
 HV5081'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5081'THE MARK IS 2.573 METERS FROM STATION COCKPIT 2 S 06 DEG
 HV5081'00 MIN W.  THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV5081'BOUNDARY COMMISSION.  (SEE DESCRIPTION OF BOUNDARY MARK NO. 33
 HV5081'FOR THE STANDARD MARK).
 HV5081
 HV5081                          STATION RECOVERY (1938)
 HV5081
 HV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5081'STATION RECOVERED.  NEARBY STATION COCKPIT 2, 1928 AND U.S.E. MARK
 HV5081'ALSO RECOVERED.  THE MARKS ARE GROUPED CLOSELY TOGETHER ALONG THE
 HV5081'OUTER EDGE OF THE LOW BRUSH NEAR THE TIP OF THE POINT.  BOUNDARY
 HV5081'MONUMENT NO. 46 IS 11.5 METERS INSHORE FROM THE HIGH-WATER
 HV5081'LINE ON THE N SIDE OF THE POINT.  THESE DISTANCES ARE MEASURED
 HV5081'NORMAL TO THE LINE OF THE HIGH WATER.  ADDITIONAL INFORMATION
 HV5081'IS CONTAINED IN THE RECOVERY NOTE FOR COCKPIT 2, 1928.
 HV5081
 HV5081                          STATION RECOVERY (1955)
 HV5081
 HV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WVP)
 HV5081'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  HOWEVER,
 HV5081'SEVERAL CHANGES ARE NOTED IN THE AREA AND ARE MENTIONED BELOW--
 HV5081'
 HV5081'RECENT STORMS IN THE AREA HAVE BUILT UP THE S EDGE OF THE POINT,
 HV5081'AND EROSION HAS WASHED AWAY THE N SIDE OF THE POINT.  THE MARK
 HV5081'IS NOW ABOUT 15 FT. S OF THE N SIDE OF THE POINT, AND 50 FT.
 HV5081'AWAY FROM THE S SIDE OF THE POINT.
 HV5081'
 HV5081'ACCESS TO THE STATION IS POSSIBLE BY FOLLOWING A TRACK ROAD
 HV5081'S ALONG THE RAILROAD FROM THE RAILROAD STATION AT CHERRY HILL.
 HV5081'THE ROAD NEARS THE WATERS EDGE AT THE S END OF COCKPIT POINT,
 HV5081'AND THE STATION CAN BE REACHED BY PACKING N ALONG THE BEACH TO
 HV5081'THE STATION.
 HV5081
 HV5081                          STATION RECOVERY (1956)
 HV5081
 HV5081'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5081'STATION RECOVERED IN GOOD CONDITION.
 HV5081
 HV5081                          STATION RECOVERY (1958)
 HV5081
 HV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5081'THE STATION WAS FOUND IN GOOD CONDITION.  THE RECOVERY NOTE
 HV5081'BY E.P.L. IN 1929 IS COMPLETE AND ADEQUATE.
 HV5081
 HV5081                          STATION RECOVERY (1959)
 HV5081
 HV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5081'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE MARK
 HV5081'IS NOW 5 FEET S OF H.W.L., 107 FEET W OF THE E END OF THE SAND
 HV5081'SPIT AND 12 FEET N OF THE BRUSH LINE.  THE MARK PROJECTS 10
 HV5081'INCHES.  ADDITIONAL INFORMATION IN RECOVERY NOTE OF COCKPIT 2
 HV5081'1928.
 HV5081
 HV5081                          STATION RECOVERY (1964)
 HV5081
 HV5081'RECOVERY NOTE BY US NAVY 1964 (JW)
 HV5081'STATION WAS RECOVERED IN GOOD CONDITION.
 HV5081
 HV5081                          STATION RECOVERY (1972)
 HV5081
 HV5081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5081'STATION WAS FOUND IN GOOD CONDITION EXPOSED ONE FOOT.  CHANGES AND
 HV5081'ADDITION--TO THE DESCRIPTION AS FOLLOWS--STATION IS 2 METERS EAST OF
 HV5081'THE LINE OF TALL BRUSH, 6 METERS NNW OF THE POINT OF LOW BRUSH, AND
 HV5081'41 METERS N OF THE CENTERLINE OF A PIPELINE SUPPORT AND CATWALK.
 HV5081'STATION MARK (USE) IS NEARBY AS DESCRIBED UNDER 2 INCHES OF SAND.
 HV5081
 HV5081                          STATION RECOVERY (1991)
 HV5081
 HV5081'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (LW)
 HV5081'THE CONCRETE BASE OF THE MONUMENT WAS RECOVERED WITH THE ORIGINAL DISC
 HV5081'MISSING.  PROJECTING 30 CM ON THE NORTH SIDE OF COCKPIT POINT.  THE
 HV5081'NORTH TALLEST TANK AT INDIAN HEAD BEARS 070 DEG.  MAG., THE CENTER
 HV5081'TANK AT INDIAN HEAD BEARS 077 DEG.  MAG., THE SOUTH TANK AT INDIAN
 HV5081'HEAD BEARS 080 1/2 DEG.  MAG., AND THE NORTH DOLPHIN ON THE OIL PIER
 HV5081'AT COCKPIT POINT BEARS 131 DEG.  MAG.  THIS STATION WAS REMARKED WITH
 HV5081'A STANDARD MARYLAND DNR HYDROPGRAPHIC OPERATIONS DISC STAMPED BOUNDARY
 HV5081'MONMUMENT 46 1929 1991.  HOWEVER, IN CONJUNCTION WITH CONTROL WORK
 HV5081'USING THIS STATION A DIFFERENCE OF 0.7866 METERS (2.5807 FT) WAS
 HV5081'OBSERVED TO STUMP NECK NORTH BASE.  THIS SHIFT APPEARS TO HAVE
 HV5081'OCCURRED BEFORE 1959 (SEE QUANTICO POWER PLANT CENTER OF THREE STACKS
 HV5081'1959) .  INDIAN HEAD NEW TANK BEARS 066 DEG.  MAG., AND INS THE TALLER
 HV5081'OF TWO TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5463 ***********************************************************************
 HV5463  DESIGNATION -  BOUNDARY MONUMENT 40
 HV5463  PID         -  HV5463
 HV5463  STATE/COUNTY-  VA/STAFFORD
 HV5463  USGS QUAD   -  WIDEWATER (1978)
 HV5463
 HV5463                         *CURRENT SURVEY CONTROL
 HV5463  ___________________________________________________________________
 HV5463* NAD 83(1993)-  38 28 24.05441(N)    077 19 07.40820(W)     ADJUSTED  
 HV5463* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV5463  ___________________________________________________________________
 HV5463  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HV5463  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV5463
 HV5463  HORZ ORDER  -  SECOND
 HV5463
 HV5463.The horizontal coordinates were established by classical geodetic methods
 HV5463.and adjusted by the National Geodetic Survey in November 1994..
 HV5463
 HV5463.The orthometric height was scaled from a topographic map.
 HV5463
 HV5463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5463
 HV5463.The geoid height was determined by GEOID03.
 HV5463
 HV5463;                    North         East     Units Scale Factor Converg.
 HV5463;SPC VA N     - 2,090,203.254 3,603,076.048   MT  0.99995153   +0 44 14.1
 HV5463;SPC VA N     - 6,857,608.51 11,821,092.00   sFT  0.99995153   +0 44 14.1
 HV5463;SPC MD       -    89,593.484   372,187.308   MT  0.99997437   -0 12 00.2
 HV5463;SPC MD       -   293,941.29  1,221,084.53   sFT  0.99997437   -0 12 00.2
 HV5463;UTM  18      - 4,260,883.359   297,725.076   MT  1.00010389   -1 26 35.1
 HV5463
 HV5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5463!SPC VA N     -   1.00000420  x   0.99995153  =   0.99995573
 HV5463!SPC MD       -   1.00000420  x   0.99997437  =   0.99997857
 HV5463!UTM  18      -   1.00000420  x   1.00010389  =   1.00010809
 HV5463
 HV5463                          SUPERSEDED SURVEY CONTROL
 HV5463
 HV5463  NAD 83(1993)-  38 28 24.05453(N)    077 19 07.41408(W) AD(       ) 2
 HV5463  NAD 83(1986)-  38 28 24.05789(N)    077 19 07.42350(W) AD(       ) 2
 HV5463  NAD 27      -  38 28 23.63600(N)    077 19 08.48900(W) AD(       ) 2
 HV5463
 HV5463.Superseded values are not recommended for survey control.
 HV5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5463.See file dsdata.txt to determine how the superseded data were derived.
 HV5463
 HV5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9772560883(NAD 83)
 HV5463_MARKER: Z = SEE DESCRIPTION
 HV5463_SETTING: 0 = UNSPECIFIED SETTING
 HV5463_STAMPING: 40
 HV5463_MARK LOGO: CGS   
 HV5463_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5463
 HV5463  HISTORY     - Date     Condition        Report By
 HV5463  HISTORY     - 1929     MONUMENTED       CGS
 HV5463  HISTORY     - 1958     GOOD             CGS
 HV5463  HISTORY     - 1959     GOOD             CGS
 HV5463  HISTORY     - 1961     GOOD             CGS
 HV5463  HISTORY     - 1972     GOOD             NGS
 HV5463  HISTORY     - 19910101 GOOD             MDDNR
 HV5463  HISTORY     - 20000626 GOOD             CGS
 HV5463
 HV5463                          STATION DESCRIPTION
 HV5463
 HV5463'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5463'THE STATION IS 2.886 METERS FROM STATION FISHERY,
 HV5463'S 42 DEG 30 MIN W.  THE MARK IS THE STANDARD MARK OF THE
 HV5463'VIRGINIA-MARYLAND BOUNDARY COMMISSION.  (SEE DESCRIPTION OF
 HV5463'BOUNDARY MARK NO. 33 FOR THE STANDARD MARK).
 HV5463
 HV5463                          STATION RECOVERY (1958)
 HV5463
 HV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5463'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 HV5463'BY E.B.L. IN 1929.
 HV5463
 HV5463                          STATION RECOVERY (1959)
 HV5463
 HV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5463'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NEARBY
 HV5463'STATION FISHERY 1901 ALSO RECOVERED AND FOR ADDITIONAL INFORMATION
 HV5463'CHECK THAT RECOVERY NOTE.
 HV5463
 HV5463                          STATION RECOVERY (1961)
 HV5463
 HV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFS)
 HV5463'STATION RECOVERED IN GOOD CONDITION.  SEE DESCRIPTION OF
 HV5463'STATION FISHERY 1901 FOR LOCATION OF THE STATION.
 HV5463
 HV5463                          STATION RECOVERY (1972)
 HV5463
 HV5463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5463'STATION WAS RECOVERED IN GOOD CONDITION.  FOR A FULL RECOVERY
 HV5463'DESCRIPTION, SEE 1972 RECOVERY OF NEARBY STATION FISHERY 1901 BY
 HV5463'R.D.O.
 HV5463'
 HV5463'BOUNDARY MONUMENT 40 IS 2.914 METERS SW OF THE STATION MARK AND 4
 HV5463'METERS WEST OF THE EDGE OF THE BLUFF.
 HV5463
 HV5463                          STATION RECOVERY (1991)
 HV5463
 HV5463'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5463'RECOVERED IN GOOD CONDITION ALONG SIDE STATION FISHERY 1901.  SEE THAT
 HV5463'STATION FOR PROPERTY OWNER INFORMATION.  IN QUAD 3807724-10008.
 HV5463
 HV5463                          STATION RECOVERY (2000)
 HV5463
 HV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (CCG)
 HV5463'SEE DESCRIPTION FOR STATION FISHERY, TO REACH THE STATION FROM THE
 HV5463'JUNC OF VA ST HWY 611 AND 637 IN STAFFORD CO GO SE ON 611 FOR 3.3 MI
 HV5463'(5.3 KM) TO A DIRT ROAD.  TURN LEFT ON DIRT RD AND GO N FOR 0.6 MI
 HV5463'(1.0 KM) TO RF AND P RAILROAD.  PASS UNDER R.R AND TURN LEFT FOR 0.1
 HV5463'MI (0.2 KM) TO HOUSE ON RIGHT.  PROCEED ON FOOT FOR 75 METERS (246.1
 HV5463'FT) TO EDGE OF BLUFF AND STATION MARK.  NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3751 ***********************************************************************
 GV3751  DESIGNATION -  BOUNDARY MONUMENT 4
 GV3751  PID         -  GV3751
 GV3751  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3751  USGS QUAD   -  BURGESS (1973)
 GV3751
 GV3751                         *CURRENT SURVEY CONTROL
 GV3751  ___________________________________________________________________
 GV3751* NAD 83(1993)-  37 56 42.89702(N)    076 20 20.41353(W)     ADJUSTED  
 GV3751* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3751  ___________________________________________________________________
 GV3751  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 GV3751  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 GV3751
 GV3751  HORZ ORDER  -  SECOND
 GV3751
 GV3751.The horizontal coordinates were established by classical geodetic methods
 GV3751.and adjusted by the National Geodetic Survey in November 1994..
 GV3751
 GV3751.The orthometric height was scaled from a topographic map.
 GV3751
 GV3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3751
 GV3751.The geoid height was determined by GEOID03.
 GV3751
 GV3751;                    North         East     Units Scale Factor Converg.
 GV3751;SPC VA S     - 1,181,062.302 3,689,929.329   MT  0.99999616   +1 18 41.6
 GV3751;SPC VA S     - 3,874,868.57 12,106,043.14   sFT  0.99999616   +1 18 41.6
 GV3751;UTM  18      - 4,200,585.764   382,349.061   MT  0.99977048   -0 49 24.5
 GV3751
 GV3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3751!SPC VA S     -   1.00000543  x   0.99999616  =   1.00000159
 GV3751!UTM  18      -   1.00000543  x   0.99977048  =   0.99977591
 GV3751
 GV3751                          SUPERSEDED SURVEY CONTROL
 GV3751
 GV3751  NAD 83(1993)-  37 56 42.89607(N)    076 20 20.41556(W) AD(       ) 2
 GV3751  NAD 83(1986)-  37 56 42.89887(N)    076 20 20.43078(W) AD(       ) 2
 GV3751  NAD 27      -  37 56 42.44200(N)    076 20 21.62700(W) AD(       ) 2
 GV3751
 GV3751.Superseded values are not recommended for survey control.
 GV3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3751.See file dsdata.txt to determine how the superseded data were derived.
 GV3751
 GV3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH8234900586(NAD 83)
 GV3751_MARKER: DU = BOUNDARY MARKER
 GV3751_SETTING: 0 = UNSPECIFIED SETTING
 GV3751
 GV3751  HISTORY     - Date     Condition        Report By
 GV3751  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3751  HISTORY     - 1933     SEE DESCRIPTION  LOCSUR
 GV3751  HISTORY     - 1934     GOOD             CGS
 GV3751  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3751  HISTORY     - 1959     MARK NOT FOUND   CGS
 GV3751  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3751
 GV3751                          STATION DESCRIPTION
 GV3751
 GV3751'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3751'THE POINT IS 11.60 METERS.  AZIMUTH 187 DEG (MAGNETIC) FROM
 GV3751'STATION LEE.
 GV3751
 GV3751                          STATION RECOVERY (1933)
 GV3751
 GV3751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1933 (JFB)
 GV3751'RECOVERED BY SEC RICHMOND FRUIT AND PRODUCE CO INC.
 GV3751'
 GV3751'MARKER IN DANGER OF BEING WASHED AWAY ON ACCOUNT OF SEVERE
 GV3751'RAIN STORM OF AUGUST 21 AND 22.  IT IS NOW ABOUT FOUR FEET FROM
 GV3751'EDGE OF RIVER.
 GV3751
 GV3751                          STATION RECOVERY (1934)
 GV3751
 GV3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV3751'BOUNDARY MONUMENT NO. 4 WAS RECOVERED AS DESCRIBED AND FOUND
 GV3751'TO BE IN GOOD CONDITION.  A RECENT STORM HAS WASHED THE BANK
 GV3751'BACK 50 FEET AND THE MARK IS THREE FEET W OF THE EDGE OF THIS
 GV3751'BLUFF AND WILL SOON BE LOST.
 GV3751'
 GV3751'THE MARK IS STAMPED VIRGINIA-MARYLAND BOUNDARY COMMISSION 1929
 GV3751'NO. 4 29.  (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 GV3751'STANDARD MARK.) DISTANCE, 86 FEET AND IS 101.26 FEET E OF THE
 GV3751'STATION, BOUNDARY MONUMENT 2 NO. 4.
 GV3751
 GV3751                          STATION RECOVERY (1943)
 GV3751
 GV3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3751'THE CONCRETE POST WITH DISK STAMPED AS DESCRIBED, WAS FOUND
 GV3751'LYING ON ITS SIDE AT THE BOTTOM OF A 10-FOOT BANK.
 GV3751'
 GV3751'IT IS RECOMMEND THAT THE STATION BE CONSIDERED LOST.
 GV3751
 GV3751                          STATION RECOVERY (1959)
 GV3751
 GV3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 GV3751'STATION IS LOST.  WAS IN DANGER OF BEING LOST IN 1933, ONLY
 GV3751'3 FEET FROM EDGE OF BLUFF AND 101.26 FEET EAST OF THE STATION
 GV3751'BOUNDARY MONUMENT 2 NO. 4.  THERE IS NOW ONLY 68 FEET TO THE
 GV3751'EDGE OF THE BLUFF FROM BOUNDARY MONUMENT 2 NO. 4, THEREFORE SINCE
 GV3751'1933 THERE HAS BEEN 36 FEET ERODED OFF FROM THE BLUFF AT THIS
 GV3751'POINT.
 GV3751
 GV3751                          STATION RECOVERY (2002)
 GV3751
 GV3751'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4905 ***********************************************************************
 HV4905  DESIGNATION -  BOUNDARY MONUMENT 53 ECC 1929
 HV4905  PID         -  HV4905
 HV4905  STATE/COUNTY-  VA/FAIRFAX
 HV4905  USGS QUAD   -  MOUNT VERNON (1983)
 HV4905
 HV4905                         *CURRENT SURVEY CONTROL
 HV4905  ___________________________________________________________________
 HV4905* NAD 83(1993)-  38 41 07.06948(N)    077 07 21.61866(W)     ADJUSTED  
 HV4905* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4905  ___________________________________________________________________
 HV4905  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV4905  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4905
 HV4905  HORZ ORDER  -  THIRD
 HV4905
 HV4905.The horizontal coordinates were established by classical geodetic methods
 HV4905.and adjusted by the National Geodetic Survey in November 1994..
 HV4905
 HV4905.The orthometric height was scaled from a topographic map.
 HV4905
 HV4905.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4905
 HV4905.The geoid height was determined by GEOID03.
 HV4905
 HV4905;                    North         East     Units Scale Factor Converg.
 HV4905;SPC VA N     - 2,113,965.684 3,619,829.109   MT  0.99994908   +0 51 34.6
 HV4905;SPC VA N     - 6,935,569.08 11,876,056.00   sFT  0.99994908   +0 51 34.6
 HV4905;SPC MD       -   113,079.130   389,326.946   MT  0.99995535   -0 04 37.2
 HV4905;SPC MD       -   370,993.78  1,277,316.82   sFT  0.99995535   -0 04 37.2
 HV4905;UTM  18      - 4,283,992.790   315,373.356   MT  1.00001977   -1 19 37.7
 HV4905
 HV4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4905!SPC VA N     -   1.00000512  x   0.99994908  =   0.99995420
 HV4905!SPC MD       -   1.00000512  x   0.99995535  =   0.99996047
 HV4905!UTM  18      -   1.00000512  x   1.00001977  =   1.00002489
 HV4905
 HV4905:                Primary Azimuth Mark                     Grid Az
 HV4905:SPC VA N     -  BRISCOE 2                                105 57 13.4
 HV4905:SPC MD       -  BRISCOE 2                                106 53 25.2
 HV4905:UTM  18      -  BRISCOE 2                                108 08 25.7
 HV4905
 HV4905|---------------------------------------------------------------------|
 HV4905| PID    Reference Object                     Distance      Geod. Az  |
 HV4905|                                                           dddmmss.s |
 HV4905| HV4942 BRISCOE 2                           APPROX. 1.5 KM 1064848.0 |
 HV4905| HV4906 BOUNDARY MONUMENT 53                 11.390 METERS 34209     |
 HV4905|---------------------------------------------------------------------|
 HV4905
 HV4905                          SUPERSEDED SURVEY CONTROL
 HV4905
 HV4905  NAD 83(1993)-  38 41 07.06740(N)    077 07 21.62175(W) AD(       ) 3
 HV4905  NAD 83(1986)-  38 41 07.06715(N)    077 07 21.63279(W) AD(       ) 3
 HV4905  NAD 27      -  38 41 06.64600(N)    077 07 22.71000(W) AD(       ) 3
 HV4905
 HV4905.Superseded values are not recommended for survey control.
 HV4905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4905.See file dsdata.txt to determine how the superseded data were derived.
 HV4905
 HV4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1537383993(NAD 83)
 HV4905_MARKER: DU = BOUNDARY MARKER
 HV4905_SETTING: 0 = UNSPECIFIED SETTING
 HV4905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4905
 HV4905  HISTORY     - Date     Condition        Report By
 HV4905  HISTORY     - 1929     MONUMENTED       MDVABC
 HV4905  HISTORY     - 1956     GOOD             AMS
 HV4905  HISTORY     - 1959     GOOD             CGS
 HV4905  HISTORY     - 1959     GOOD             CGS
 HV4905
 HV4905                          STATION DESCRIPTION
 HV4905
 HV4905'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV4905'THE STATION IS ON THE W BANK OF THE POTOMAC RIVER, ON WHITESTONE
 HV4905'POINT, APPROXIMATELY 100 YARDS N OF WHITE STONE POINT LIGHT,
 HV4905'AT THE TOP OF A BLUFF ABOUT 5 FEET HIGH, AND MIDWAY BETWEEN
 HV4905'THE TOP OF THE BLUFF AND A ROAD THAT RUNS PARALLEL TO THE
 HV4905'SHORE LINE.  IT IS 10 YARDS S OF A RED BOX RACK.  THE MARK
 HV4905'IS AMIDST SOME HIGH TREES AND WAS LOCATED ECCENTRICALLY.
 HV4905'THE MARK IS THE STATION MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV4905'COMMISSION.   THERE IS NO REFERENCE MARK.
 HV4905'
 HV4905'THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION CONSISTS
 HV4905'OF A PRE-CAST CONCRETE PYRAMID, REINFORCED, WITH HOOKS FOR
 HV4905'BONDING WITH BASE, IN THE TOP OF WHICH IS SET A BRONZE CAP,
 HV4905'LETTERED WITH THE NAME VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 HV4905'WITH OTHER LETTERING.  THE NUMBER OF THE MONUMENT, TOGETHER
 HV4905'WITH THE AZIMUTH AND DISTANCE TO THE BOUNDARY ARE STAMPED
 HV4905'ON EACH MONUMENT.
 HV4905'
 HV4905'BOX RACK, A LARGE PLATFORM AT THE TOP OF AN INCLINED PLANE,
 HV4905'ON WHICH THE LARGE BOXES USED BY THE BUREAU FISHERIES, (RESEMBLING
 HV4905'LOBSTER POTS) ARE STORED.
 HV4905
 HV4905                          STATION RECOVERY (1956)
 HV4905
 HV4905'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV4905'STATION RECOVERED IN GOOD CONDITION.
 HV4905
 HV4905                          STATION RECOVERY (1959)
 HV4905
 HV4905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RST)
 HV4905'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HV4905'BY E.B.L. IN 1929 IS COMPLETE AND ADEQUATE.
 HV4905
 HV4905                          STATION RECOVERY (1959)
 HV4905
 HV4905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4905'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HV4905'MARK ON FT. BELVOIR RESERVATION AND WAS BEING USED BY THE
 HV4905'CORPS OF ENGINEERS AT THE TIME THIS PARTY VISITED THE
 HV4905'STATION.  MARK IS ABOUT 0.3 MILE SSW OF DOG 1928 WHICH IS
 HV4905'STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4906 ***********************************************************************
 HV4906  DESIGNATION -  BOUNDARY MONUMENT 53
 HV4906  PID         -  HV4906
 HV4906  STATE/COUNTY-  VA/FAIRFAX
 HV4906  USGS QUAD   -  MOUNT VERNON (1983)
 HV4906
 HV4906                         *CURRENT SURVEY CONTROL
 HV4906  ___________________________________________________________________
 HV4906* NAD 83(1993)-  38 41 07.42107(N)    077 07 21.76314(W)     ADJUSTED  
 HV4906* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4906  ___________________________________________________________________
 HV4906  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV4906  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4906
 HV4906  HORZ ORDER  -  THIRD
 HV4906
 HV4906.The horizontal coordinates were established by classical geodetic methods
 HV4906.and adjusted by the National Geodetic Survey in November 1994..
 HV4906
 HV4906.The orthometric height was scaled from a topographic map.
 HV4906
 HV4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4906
 HV4906.The geoid height was determined by GEOID03.
 HV4906
 HV4906;                    North         East     Units Scale Factor Converg.
 HV4906;SPC VA N     - 2,113,976.472 3,619,825.455   MT  0.99994909   +0 51 34.5
 HV4906;SPC VA N     - 6,935,604.48 11,876,044.01   sFT  0.99994909   +0 51 34.5
 HV4906;SPC MD       -   113,089.975   389,323.469   MT  0.99995534   -0 04 37.3
 HV4906;SPC MD       -   371,029.36  1,277,305.41   sFT  0.99995534   -0 04 37.3
 HV4906;UTM  18      - 4,284,003.710   315,370.116   MT  1.00001979   -1 19 37.8
 HV4906
 HV4906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4906!SPC VA N     -   1.00000512  x   0.99994909  =   0.99995421
 HV4906!SPC MD       -   1.00000512  x   0.99995534  =   0.99996046
 HV4906!UTM  18      -   1.00000512  x   1.00001979  =   1.00002491
 HV4906
 HV4906                          SUPERSEDED SURVEY CONTROL
 HV4906
 HV4906  NAD 83(1993)-  38 41 07.41899(N)    077 07 21.76623(W) AD(       ) 3
 HV4906  NAD 83(1986)-  38 41 07.41874(N)    077 07 21.77727(W) AD(       ) 3
 HV4906  NAD 27      -  38 41 06.99800(N)    077 07 22.85400(W) AD(       ) 3
 HV4906
 HV4906.Superseded values are not recommended for survey control.
 HV4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4906.See file dsdata.txt to determine how the superseded data were derived.
 HV4906
 HV4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1537084004(NAD 83)
 HV4906_MARKER: DU = BOUNDARY MARKER
 HV4906_SETTING: 0 = UNSPECIFIED SETTING
 HV4906_STAMPING: 53
 HV4906_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV4906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4906
 HV4906  HISTORY     - Date     Condition        Report By
 HV4906  HISTORY     - 1929     MONUMENTED       CGS
 HV4906  HISTORY     - 19910101 GOOD             MDDNR
 HV4906
 HV4906                          STATION DESCRIPTION
 HV4906
 HV4906'DESCRIBED BY MD DEPT OF NAT RES 1991 (JLW)
 HV4906'RECOVERED IN GOOD CONDITION STAMPED 54 114 50 FEET (15.2 M) PROJECTING
 HV4906'35 CM AT THE TOP OF A 3M HIGH BANK.  THE STATION IS IN SCRUB TREES
 HV4906'BETWEEN THE BANK AND THE CLEARED AREA EAST OF THEFT BELVOIR OFFICERS
 HV4906'CLUB THE STATION IS 1.2M 065 M (213.3 FT) FROM A TRIANGLE BLAZED 20 CM
 HV4906'DOGWOOD, 1.98M 270 M (885.8 FT) FROM A 90 CM OAK ON THE TOP OF THE
 HV4906'BANK AND 2.25M NNW OF THE TOP OF THE BANK.  BP 53 BEARS 126 M, (413.4
 HV4906'FT) STEVERSON 2 BEARS 165 M (541.3 FT) AND BP 54 BEARS 058 M. (190.3
 HV4906'FT) NOTE.  THE PUBLISHED POSITION FOR BM 53 AND BP 53 APPEAR TO BE IN
 HV4906'ERROR IN BOTH NA 27 AND 8 NA 83.  COMPARISON WITH THE AZIMUTH AND
 HV4906'DISTANCE FROM STEVERSON 2 AND BM 54 DO NOT AGREE BY SOME 4 METERS
 HV4906'(13.1 FT) BETWEEN THE OBSERVED AND COMPUTED DISTANCES.  THE MONUMENT
 HV4906'APPEARS TO BE LOCATED AS SET AS THE DISTANCE STAMPED ON THE MONUMENT
 HV4906'AND THE DIRECTION OF THE ARROW RECOVER A POINT AT THE MLW LINE ON THE
 HV4906'SHORE.  IN QUAD 3807712-10002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4907 ***********************************************************************
 HV4907  DESIGNATION -  BOUNDARY MONUMENT 55
 HV4907  PID         -  HV4907
 HV4907  STATE/COUNTY-  VA/FAIRFAX
 HV4907  USGS QUAD   -  MOUNT VERNON (1983)
 HV4907
 HV4907                         *CURRENT SURVEY CONTROL
 HV4907  ___________________________________________________________________
 HV4907* NAD 83(1993)-  38 42 32.60330(N)    077 04 47.76564(W)     ADJUSTED  
 HV4907* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4907  ___________________________________________________________________
 HV4907  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HV4907  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4907
 HV4907  HORZ ORDER  -  THIRD
 HV4907
 HV4907.The horizontal coordinates were established by classical geodetic methods
 HV4907.and adjusted by the National Geodetic Survey in November 1994..
 HV4907
 HV4907.The orthometric height was scaled from a topographic map.
 HV4907
 HV4907.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4907
 HV4907.The geoid height was determined by GEOID03.
 HV4907
 HV4907;                    North         East     Units Scale Factor Converg.
 HV4907;SPC VA N     - 2,116,659.408 3,623,506.185   MT  0.99994966   +0 53 10.6
 HV4907;SPC VA N     - 6,944,406.74 11,888,119.88   sFT  0.99994966   +0 53 10.6
 HV4907;SPC MD       -   115,712.406   393,047.579   MT  0.99995406   -0 03 00.6
 HV4907;SPC MD       -   379,633.12  1,289,523.60   sFT  0.99995406   -0 03 00.6
 HV4907;UTM  18      - 4,286,544.384   319,150.785   MT  1.00000277   -1 18 03.9
 HV4907
 HV4907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4907!SPC VA N     -   1.00000497  x   0.99994966  =   0.99995462
 HV4907!SPC MD       -   1.00000497  x   0.99995406  =   0.99995902
 HV4907!UTM  18      -   1.00000497  x   1.00000277  =   1.00000774
 HV4907
 HV4907:                Primary Azimuth Mark                     Grid Az
 HV4907:SPC VA N     -  MOCK                                     106 22 03.8
 HV4907:SPC MD       -  MOCK                                     107 18 15.0
 HV4907:UTM  18      -  MOCK                                     108 33 18.3
 HV4907
 HV4907|---------------------------------------------------------------------|
 HV4907| PID    Reference Object                     Distance      Geod. Az  |
 HV4907|                                                           dddmmss.s |
 HV4907| HV4961 MOCK                                APPROX. 3.0 KM 1071514.4 |
 HV4907|---------------------------------------------------------------------|
 HV4907
 HV4907                          SUPERSEDED SURVEY CONTROL
 HV4907
 HV4907  NAD 83(1993)-  38 42 32.60140(N)    077 04 47.76824(W) AD(       ) 3
 HV4907  NAD 83(1986)-  38 42 32.60288(N)    077 04 47.78086(W) AD(       ) 3
 HV4907  NAD 27      -  38 42 32.18300(N)    077 04 48.86400(W) AD(       ) 3
 HV4907
 HV4907.Superseded values are not recommended for survey control.
 HV4907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4907.See file dsdata.txt to determine how the superseded data were derived.
 HV4907
 HV4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1915186544(NAD 83)
 HV4907_MARKER: DU = BOUNDARY MARKER
 HV4907_SETTING: 0 = UNSPECIFIED SETTING
 HV4907_STAMPING: 55
 HV4907_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV4907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4907
 HV4907  HISTORY     - Date     Condition        Report By
 HV4907  HISTORY     - 1929     MONUMENTED       MDVABC
 HV4907  HISTORY     - 19910101 GOOD             MDDNR
 HV4907  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4907
 HV4907                          STATION DESCRIPTION
 HV4907
 HV4907'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV4907'THE STATION IS ON THE W SHORE OF THE POTOMAC RIVER, AND THE
 HV4907'S SHORE OF LITTLE HUNTING CREEK, ON THE LOW, GRAVELLY POINT
 HV4907'JUST AT THE MOUTH OF THE CREEK.  THE STATION IS 4 YARDS
 HV4907'BACK OF THE HIGH-WATER LINE, IN THE CENTER OF THE POINT.
 HV4907'IT IS IN THE MIDST OF A GROVE OF TALL TREES, BEECH, HICKORY,
 HV4907'AND SYCAMORE.  A SYCAMORE STUMP WITH A FEW LIVE BRANCHES
 HV4907'LOW DOWN GROWS ON THE EXTREME END OF THE POINT.  THE MARK
 HV4907'IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 HV4907'COMMISSION.  THEREIS NO REFERENCE MARK.
 HV4907'
 HV4907'THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION CONSISTS
 HV4907'OF A PRE-CAST CONCRETE PYRAMID, REINFORCED, WITH HOOKS FOR
 HV4907'BONDING WITH BASE, IN THE TOP OF WHICH IS SET A BRONZE CAP,
 HV4907'LETTERED WITH THE NAME VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 HV4907'WITH OTHER LETTERING.  THE NUMBER OF THE MONUMENT, TOGETHER
 HV4907'WITH THE AZIMUTH AND DISTANCE TO THE BOUNDARY ARE STAMPED
 HV4907'ON EACH MONUMENT.
 HV4907
 HV4907                          STATION RECOVERY (1991)
 HV4907
 HV4907'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV4907'RECOVERED IN GOOD CONDITION STAMPED 55 150 25 FEET (7.6 M) PROJECTING
 HV4907'35 CM IN A SWAMPY AREA ON THE END OF THE POINT ON THE SOUTH SIDE OF
 HV4907'LITTLE HUNTING CREEK.  THE MONUMENT TILTS ABOUT 5 DEGREES TO THE WEST.
 HV4907'THERE IS A TRIANGLE BLAZED TREE 25 CM IN DIAMETER 8.00M 264 M (866.1
 HV4907'FT) FROM THE STATION.  PILE M13B BEARS 156 M, (511.8 FT) M13A BEARS
 HV4907'208 M, (682.4 FT) M13C BEARS 116 M (380.6 FT) AND V20 BEARS 074 M.
 HV4907'(242.8 FT) IN QUAD 3807712-10003.
 HV4907
 HV4907                          STATION RECOVERY (1997)
 HV4907
 HV4907'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4934 ***********************************************************************
 HV4934  DESIGNATION -  BOUNDARY MONUMENT 54
 HV4934  PID         -  HV4934
 HV4934  STATE/COUNTY-  VA/FAIRFAX
 HV4934  USGS QUAD   -  MOUNT VERNON (1983)
 HV4934
 HV4934                         *CURRENT SURVEY CONTROL
 HV4934  ___________________________________________________________________
 HV4934* NAD 83(1993)-  38 41 50.12424(N)    077 06 17.35770(W)     ADJUSTED  
 HV4934* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4934  ___________________________________________________________________
 HV4934  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HV4934  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4934
 HV4934  HORZ ORDER  -  THIRD
 HV4934
 HV4934.The horizontal coordinates were established by classical geodetic methods
 HV4934.and adjusted by the National Geodetic Survey in November 1994..
 HV4934
 HV4934.The orthometric height was scaled from a topographic map.
 HV4934
 HV4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4934
 HV4934.The geoid height was determined by GEOID03.
 HV4934
 HV4934;                    North         East     Units Scale Factor Converg.
 HV4934;SPC VA N     - 2,115,316.551 3,621,361.809   MT  0.99994935   +0 52 14.7
 HV4934;SPC VA N     - 6,940,001.05 11,881,084.54   sFT  0.99994935   +0 52 14.7
 HV4934;SPC MD       -   114,404.770   390,881.531   MT  0.99995468   -0 03 56.8
 HV4934;SPC MD       -   375,342.98  1,282,417.16   sFT  0.99995468   -0 03 56.8
 HV4934;UTM  18      - 4,285,284.272   316,956.593   MT  1.00001260   -1 18 58.7
 HV4934
 HV4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4934!SPC VA N     -   1.00000496  x   0.99994935  =   0.99995431
 HV4934!SPC MD       -   1.00000496  x   0.99995468  =   0.99995964
 HV4934!UTM  18      -   1.00000496  x   1.00001260  =   1.00001756
 HV4934
 HV4934                          SUPERSEDED SURVEY CONTROL
 HV4934
 HV4934  NAD 83(1993)-  38 41 50.12222(N)    077 06 17.36069(W) AD(       ) 3
 HV4934  NAD 83(1986)-  38 41 50.12280(N)    077 06 17.37341(W) AD(       ) 3
 HV4934  NAD 27      -  38 41 49.70300(N)    077 06 18.45400(W) AD(       ) 3
 HV4934
 HV4934.Superseded values are not recommended for survey control.
 HV4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4934.See file dsdata.txt to determine how the superseded data were derived.
 HV4934
 HV4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1695785284(NAD 83)
 HV4934_MARKER: DD = SURVEY DISK
 HV4934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4934_STAMPING: 54
 HV4934_MARK LOGO: MDVABC
 HV4934_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV4934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4934
 HV4934  HISTORY     - Date     Condition        Report By
 HV4934  HISTORY     - 1929     MONUMENTED       MDVABC
 HV4934  HISTORY     - 1938     SEE DESCRIPTION  CGS
 HV4934  HISTORY     - 1954     GOOD             USE
 HV4934  HISTORY     - 1956     GOOD             AMS
 HV4934  HISTORY     - 1959     GOOD             CGS
 HV4934  HISTORY     - 1974     GOOD             NGS
 HV4934  HISTORY     - 19830611 GOOD             NGS
 HV4934  HISTORY     - 19910101 GOOD             MDDNR
 HV4934  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4934
 HV4934                          STATION DESCRIPTION
 HV4934
 HV4934'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV4934'THE STATION IS 3.245 METERS FROM STATION FERRY POINT
 HV4934'S 55 DEG W.  THE MARK IS THE STANDARD MARK OF THE
 HV4934'VIRGINIA-MARYLAND BOUNDARY COMMISSION.
 HV4934
 HV4934                          STATION RECOVERY (1938)
 HV4934
 HV4934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4934'STATION RECOVERED TOGETHER WITH NEARBY STATION FERRY POINT,
 HV4934'1902.
 HV4934
 HV4934                          STATION RECOVERY (1954)
 HV4934
 HV4934'RECOVERY NOTE BY US ENGINEERS 1954
 HV4934'STATION RECOVERED.  NO SEARCH MADE FOR NEARBY STATION FERRY
 HV4934'POINT.
 HV4934'
 HV4934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV4934'AND STATE HIGHWAY 235 ABUT 0.5 MILE NORTH OF FORT BELVOIR,
 HV4934'GO EAST ON STATE HIGHWAY 235 TOWARDS MT. VERNON FOR 1.2 MILES
 HV4934'TO JUNCTION WITH STATE HIGHWAY 623, BEAR LEFT (SOUTHEAST)
 HV4934'ON HIGHWAY 623 AND GO 0.8 MILE TO GRAVEL T ROAD FOR FORKS
 HV4934'ON RIGHT SIGN NEITZEY, TURN RIGHT SOUTHEAST ON GRAVEL ROAD
 HV4934'AND GO 0.3 MILE TO A TWO STORY WHITE BRICK HOUSE OWNED BY
 HV4934'MR. NEITZEY, BEAR ON FIELD ROAD IN FRONT OF HOUSE FOR ABOUT
 HV4934'0.1 MILE PAST SEVERAL SHEDS TO TOP OF LOW KNOLL WHERE ROAD
 HV4934'DIPS SHARPLY DOWN TO EDGE OF THE POTOMAC, AT THIS POINT BEAR
 HV4934'RIGHT (SOUTHEAST) FOR ABOUT 100 YARDS ACROSS A FIELD TO
 HV4934'RIVER BLUFF TO STATION (6 FEET FROM EDGE OF BLUFF.) TRUCK
 HV4934'OR CAR CAN BE DRIVEN DIRECTLY TO MONUMENT.
 HV4934
 HV4934                          STATION RECOVERY (1956)
 HV4934
 HV4934'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV4934'STATION RECOVERED IN GOOD CONDITION.
 HV4934
 HV4934                          STATION RECOVERY (1959)
 HV4934
 HV4934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4934'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HV4934'ORIGINAL DESCRIPTION OF E.B.L. ADEQUATE.  ALSO SEE RECOVERY
 HV4934'NOTE FOR FERRY POINT 1902, DATED 1959 FOR MORE INFORMATION.
 HV4934
 HV4934                          STATION RECOVERY (1974)
 HV4934
 HV4934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDB)
 HV4934'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY NOTES
 HV4934'FOR FERRY POINT 1902 BY C.P. IN 1928 AND BY C.A.S. IN 1959.
 HV4934'HOWEVER, STATION IS NOT IN AZIMUTH 55 DEG FROM FERRY POINT, 1902 AS
 HV4934'STATED IN THE 1929 DESCRIPTION OF BOUNDARY MONUMENT NO. 54 BY
 HV4934'E.B.L.  THE ANGLE FROM STEVERSON, 1928 TO BOUNDARY MONUMENT 54 AT
 HV4934'FERRY POINT, 1928 IS 55 DEG 41 MIN 34 SEC AS STATED IN THE 1959
 HV4934'RECOVERY NOTE FOR FERRY POINT.  THE PUBLISHED 1929 POSITION OF
 HV4934'BOUNDARY MONUMENT 54 THEREFORE IS INCORRECT, BY ABOUT 3 FT.  THE
 HV4934'POSITION SHOULD BE RE-COMPUTED USING THE 1959 ANGLE ADDED TO
 HV4934'THE AZIMUTH FROM FERRY POINT, 1902 TO STEVERSON, 1928.
 HV4934'
 HV4934'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES SOUTHWEST
 HV4934'OF MT. VERNON, AT FERRY POINT.
 HV4934
 HV4934                          STATION RECOVERY (1983)
 HV4934
 HV4934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HV4934'THE MARK WAS RECOVERED IN GOOD CONDITION.  HOWEVER, A NEW POSITION WAS
 HV4934'COMPUTED AND WOULD INDICATE THAT THE MARK HAS BEEN MOVED ABOUT 3.5 M
 HV4934'(11.5 FT) IN AN EASTERLY DIRECTION.  THE MARK COULD NOT BE OCCUPIED AS
 HV4934'IT IS ABOUT 1 FT (0.3 M) NORTH OF A BLUFFS EDGE.  THE DISTANCE BETWEEN
 HV4934'THE BOUNDRY MARK AND STATION FERRY POINT 1902 CHECKED WITH THE 1929
 HV4934'DISTANCE.  THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF
 HV4934'WOODLAWN ON THE WESTERN SIDE OF THE POTOMAC RIVER OPPOSITE MARSHALL
 HV4934'POINT ON THE EDGE OF A BLUFF NEAR THE RIVERS EDGE. TO REACH THE
 HV4934'STATION FROM THE INTERSECTION OF RICHMOND HIGHWAY, ROUTE 1 AND MT
 HV4934'VERNON MEMORIAL HIGHWAY, ROUTE 235, AT WOODLAWN, GO NORTH ON ROUTE 235
 HV4934'FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH FERRYLANDING ROAD, ROUTE
 HV4934'623, TURN RIGHT AND FOLLOW ROUTE 623 FOR 0.8 MI (1.3 KM) TO A PRIVATE
 HV4934'ENTRANCE ON THE RIGHT OPPOSITE BROOKWAY COURT.  TURN RIGHT AND FOLLOW
 HV4934'THE PRIVATE DRIVE FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 HV4934'THE STATION IS A STANDARD MVBL DISK STAMPED--54--, SET INTO THE TOP OF
 HV4934'A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, PROJECTING 1.5 CM ABOVE
 HV4934'THE GROUND.  MARK IS A STANDARD MARYLAND - VIRGINIA BOUNDRY MONUMENT.
 HV4934'IT IS LOCATED 1.3 FT (0.4 M) N FROM THE EDGE OF CUTBANK, 153.0 FT
 HV4934'(46.6 M) SE FROM THE CENTER OF GRAVEL ROAD, AND 56.88 FT (17.34 M) S
 HV4934'FROM TRIANGULATION STATION FERRY 2 1983.
 HV4934
 HV4934                          STATION RECOVERY (1991)
 HV4934
 HV4934'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV4934'RECOVERED IN GOOD CONDITION AT THE TOP OF THE BANK ON FERRY POINT
 HV4934'STAMPED 54 162 50 FEET.  (15.2 M) IT IS AT THE TOP OF A 3M HIGH BLUFF
 HV4934'AND IS IN DANGER OF BEING UNDER CUT VERY SOON.  IT IS 5.49M 199 M
 HV4934'(652.9 FT) FROM A 20 CM PEACH TREE, (SW OF 3 ), 35.21M 152 M (498.7
 HV4934'FT) FROM A 35 CM WALNUT AND 34.44M 098 M (321.5 FT) FROM THE EASTERLY
 HV4934'OF 2 30 CM LOCUST TREES.  BM 53 BEARS 238 M, (780.8 FT) BLDG 509 TANK
 HV4934'BEARS 252 M (826.8 FT) AND THE V 198 PILE BEARS 173 M. (567.6 FT)
 HV4934'NOTE, INVERSE CALCULATIONS INDICATE THAT THE NA 27 POSITION OF THIS
 HV4934'MONUMENT IS IN ERROR, HOWEVER THE NA 83 POSITION APPEARS TO BE
 HV4934'CORRECT.  SEE THE 1974 RECOVERY FOR BM 54 AND THE 1959 RECOVERY FOR
 HV4934'FERRY 1902 FOR FURTHER DETAILS.  IN QUAD 3807712-10034.
 HV4934
 HV4934                          STATION RECOVERY (1997)
 HV4934
 HV4934'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5021 ***********************************************************************
 HV5021  DESIGNATION -  BOUNDARY MONUMENT 50
 HV5021  PID         -  HV5021
 HV5021  STATE/COUNTY-  VA/FAIRFAX
 HV5021  USGS QUAD   -  FORT BELVOIR (1983)
 HV5021
 HV5021                         *CURRENT SURVEY CONTROL
 HV5021  ___________________________________________________________________
 HV5021* NAD 83(1993)-  38 38 06.57533(N)    077 07 51.56803(W)     ADJUSTED  
 HV5021* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV5021  ___________________________________________________________________
 HV5021  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HV5021  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV5021
 HV5021  HORZ ORDER  -  THIRD
 HV5021
 HV5021.The horizontal coordinates were established by classical geodetic methods
 HV5021.and adjusted by the National Geodetic Survey in November 1994..
 HV5021
 HV5021.The orthometric height was scaled from a topographic map.
 HV5021
 HV5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5021
 HV5021.The geoid height was determined by GEOID03.
 HV5021
 HV5021;                    North         East     Units Scale Factor Converg.
 HV5021;SPC VA N     - 2,108,390.074 3,619,188.368   MT  0.99994843   +0 51 15.9
 HV5021;SPC VA N     - 6,917,276.43 11,873,953.84   sFT  0.99994843   +0 51 15.9
 HV5021;SPC MD       -   107,514.693   388,595.143   MT  0.99995862   -0 04 56.0
 HV5021;SPC MD       -   352,737.79  1,274,915.90   sFT  0.99995862   -0 04 56.0
 HV5021;UTM  18      - 4,278,445.273   314,520.342   MT  1.00002367   -1 19 51.2
 HV5021
 HV5021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5021!SPC VA N     -   1.00000482  x   0.99994843  =   0.99995325
 HV5021!SPC MD       -   1.00000482  x   0.99995862  =   0.99996344
 HV5021!UTM  18      -   1.00000482  x   1.00002367  =   1.00002849
 HV5021
 HV5021:                Primary Azimuth Mark                     Grid Az
 HV5021:SPC VA N     -  GLYMONT LIGHT                            192 54 15.5
 HV5021:SPC MD       -  GLYMONT LIGHT                            193 50 27.4
 HV5021:UTM  18      -  GLYMONT LIGHT                            195 05 22.6
 HV5021
 HV5021|---------------------------------------------------------------------|
 HV5021| PID    Reference Object                     Distance      Geod. Az  |
 HV5021|                                                           dddmmss.s |
 HV5021| HV5006 GLYMONT LIGHT                       APPROX. 2.7 KM 1934531.4 |
 HV5021| HV5036 SHELTON                             APPROX. 3.5 KM 2515210.8 |
 HV5021|---------------------------------------------------------------------|
 HV5021
 HV5021                          SUPERSEDED SURVEY CONTROL
 HV5021
 HV5021  NAD 83(1993)-  38 38 06.57293(N)    077 07 51.57136(W) AD(       ) 3
 HV5021  NAD 83(1986)-  38 38 06.57480(N)    077 07 51.58122(W) AD(       ) 3
 HV5021  NAD 27      -  38 38 06.15300(N)    077 07 52.66000(W) AD(       ) 3
 HV5021
 HV5021.Superseded values are not recommended for survey control.
 HV5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5021.See file dsdata.txt to determine how the superseded data were derived.
 HV5021
 HV5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1452078445(NAD 83)
 HV5021_MARKER: DU = BOUNDARY MARKER
 HV5021_SETTING: 0 = UNSPECIFIED SETTING
 HV5021_STAMPING: 50
 HV5021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5021
 HV5021  HISTORY     - Date     Condition        Report By
 HV5021  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5021  HISTORY     - 1938     GOOD             CGS
 HV5021  HISTORY     - 1955     GOOD             AMS
 HV5021  HISTORY     - 1956     GOOD             AMS
 HV5021  HISTORY     - 1958     GOOD             CGS
 HV5021  HISTORY     - 1959     GOOD             CGS
 HV5021  HISTORY     - 19910101 GOOD             MDDNR
 HV5021  HISTORY     - 19991115 GOOD             USPSQD
 HV5021
 HV5021                          STATION DESCRIPTION
 HV5021
 HV5021'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5021'THE STATION IS LOCATED NEAR STATION HALLOWING AS FOLLOWS--
 HV5021'
 HV5021'NOTE--STANDARD MARK OF THE BOUNDARY COMMISSION.
 HV5021'
 HV5021'THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION CONSISTS
 HV5021'OF A PRE-CAST CONCRETE PYRAMID, REINFORCED, WITH HOOKS FOR
 HV5021'BONDING WITH BASE, IN THE TOP OF WHICH IS SET A BRONZE CAP,
 HV5021'LETTERED WITH THE NAME VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 HV5021'WITH OTHER LETTERING.  THE NUMBER OF THE MONUMENT, TOGETHER
 HV5021'WITH THE AZIMUTH AND DISTANCE TO THE BOUNDARY ARE STAMPED
 HV5021'ON EACH MONUMENT.
 HV5021
 HV5021                          STATION RECOVERY (1938)
 HV5021
 HV5021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5021'MARK WAS RECOVERED.  TRIANGULATION STATION HALLOWING, 1928
 HV5021'WHICH IS NEARBY, WAS ALSO RECOVERED.  FOR SKETCH SEE RECOVERY
 HV5021'NOTE FOR HALLOWING, 1928.
 HV5021
 HV5021                          STATION RECOVERY (1955)
 HV5021
 HV5021'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 HV5021'STATION RECOVERED BUT NO SEARCH MADE FOR NEARBY STATION
 HV5021'HALLOWING, WHICH IS APPARENTLY COVERED WITH SAND.
 HV5021'
 HV5021'TO REACH THE STATION FROM THE MAIN TO FORT BELVOIR, GO SOUTH
 HV5021'ON U.S. HIGHWAY NO.1 FOR 4.7 MILES TO INTERSECTION WITH
 HV5021'STATE HIGHWAY 242, TURN LEFT (SOUTHEAST) ON HIGHWAY 242 AND
 HV5021'GO 3.8 MILE TO Y FORKS OF HIGHWAY 242 AND 600, KEEP RIGHT
 HV5021'ON HIGHWAY 600 AND GO 2.4 MILES TO END OF BLACK TOP PAVEMENT,
 HV5021'CONTINUE FOR 0.1 MILE TO Y FORKS OF HIGHWAY 600 AND 1014, KEEP
 HV5021'RIGHT ON HIGHWAY 1014 AND GO 0.4 MILE TO T ROAD FORKS OF
 HV5021'HIGHWAY 1014 AND HIGHWAY 1649 NEAR RIVER, TURN LEFT (EAST)
 HV5021'ON 1649 AND GO 0.7 MILE TO TRAFFIC CIRCLE AT END OF ROAD IN
 HV5021'FRONT OF RESIDENCE OF MR. L.M. HICKS.  FROM THIS POINT TAKE
 HV5021'THE PAVED WALK AT SOUTHEAST SIDE OF CIRCLE TO PRIVATE PARK
 HV5021'ON END OF SANDY SPIT.  THE STATION IS ABOUT 18 PACES
 HV5021'NORTHEAST OF END OF PAVED WALK IN GROVE OF HIGH TREES.  THE
 HV5021'MONUMENT PROJECTS ABOUT 18 INCHES AND IS EASILY VISIBLE
 HV5021'FROM THE WALK.  R. ROBERT WHEAT, LAWTON, VA., HAS
 HV5021'GENERAL CHARGE OF REAL ESTATE IN THIS HOUSING DEVELOPMENT
 HV5021'AND OF THE PRIVATE PARK ON HALLOWING POINT.  ENTRY PERMIT
 HV5021'SHOULD BE SECURED FROM THIS MAN.
 HV5021
 HV5021                          STATION RECOVERY (1956)
 HV5021
 HV5021'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5021'STATION RECOVERED IN GOOD CONDITION.
 HV5021
 HV5021                          STATION RECOVERY (1958)
 HV5021
 HV5021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5021'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1928 DESCRIPTION
 HV5021'BY E.B.L. IS ADEQUATE AND COMPLETE.
 HV5021
 HV5021                          STATION RECOVERY (1959)
 HV5021
 HV5021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5021'STATION RECOVERED IN GOOD CONDITION.  SEE RECOVERY NOTE FOR
 HV5021'HALLOWING 1928 FOR DETAILED DESCRIPTION OF MARKS ON HALLOWING
 HV5021'POINT.
 HV5021
 HV5021                          STATION RECOVERY (1991)
 HV5021
 HV5021'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5021'RECOVERED PROJECTING 50 CM TILTED 15 DEGREES TO THE SOUTH. IT IS THE
 HV5021'MOST OBVIOUS OF THE MARKS ON THE POINT AND IS 29.53 M (96.88 FT) 220 M
 HV5021'(721.8 FT) FROM ATT POST 575B, 9.67M 341 M (1118.8 FT) FROM A 40 CM
 HV5021'GUM AND 13.60M 055 M (180.4 FT) FROM A 60 CM MAPLE.  BRYANS ROAD
 HV5021'MICROWAVE TOWER BEARS 091 M, (298.6 FT) V17B BEARS 189 M.  (620.1 FT)
 HV5021'BOUNDARY POINT 50, A PIECE OF HALF INCH GALVANIZED PIPE THAT IS INSIDE
 HV5021'OF A PIECE OF 3/4 INCH GALVANIZED PIPE WAS SET AT THE INVERSE DISTANCE
 HV5021'AND DIRECTION FROM STATION HALLOWING.  IT IS 8.83M 118 M (387.1 FT)
 HV5021'FROM THE REMAINS OF AN OLD RM ON THE POINT WITH THE DISC, STEM IN
 HV5021'PLACE IN A 25 CM DIA MONUMENT AND 44.72M 204 M (669.3 FT) FROM A 4X4
 HV5021'SIGN POST AT THE END OF THE POINT.  IN QUAD 3807712-40006.
 HV5021
 HV5021                          STATION RECOVERY (1999)
 HV5021
 HV5021'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5022 ***********************************************************************
 HV5022  DESIGNATION -  BOUNDARY MONUMENT 52 1929
 HV5022  PID         -  HV5022
 HV5022  STATE/COUNTY-  VA/FAIRFAX
 HV5022  USGS QUAD   -  FORT BELVOIR (1983)
 HV5022
 HV5022                         *CURRENT SURVEY CONTROL
 HV5022  ___________________________________________________________________
 HV5022* NAD 83(1993)-  38 40 26.71507(N)    077 07 58.41171(W)     ADJUSTED  
 HV5022* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV5022  ___________________________________________________________________
 HV5022  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HV5022  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV5022
 HV5022  HORZ ORDER  -  THIRD
 HV5022
 HV5022.The horizontal coordinates were established by classical geodetic methods
 HV5022.and adjusted by the National Geodetic Survey in November 1994..
 HV5022
 HV5022.The orthometric height was scaled from a topographic map.
 HV5022
 HV5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5022
 HV5022.The geoid height was determined by GEOID03.
 HV5022
 HV5022;                    North         East     Units Scale Factor Converg.
 HV5022;SPC VA N     - 2,112,708.229 3,618,958.528   MT  0.99994887   +0 51 11.7
 HV5022;SPC VA N     - 6,931,443.58 11,873,199.77   sFT  0.99994887   +0 51 11.7
 HV5022;SPC MD       -   111,836.065   388,435.920   MT  0.99995601   -0 05 00.3
 HV5022;SPC MD       -   366,915.49  1,274,393.51   sFT  0.99995601   -0 05 00.3
 HV5022;UTM  18      - 4,282,769.377   314,455.364   MT  1.00002396   -1 19 59.5
 HV5022
 HV5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5022!SPC VA N     -   1.00000418  x   0.99994887  =   0.99995305
 HV5022!SPC MD       -   1.00000418  x   0.99995601  =   0.99996019
 HV5022!UTM  18      -   1.00000418  x   1.00002396  =   1.00002814
 HV5022
 HV5022:                Primary Azimuth Mark                     Grid Az
 HV5022:SPC VA N     -  STEVERSON                                099 48 59.9
 HV5022:SPC MD       -  STEVERSON                                100 45 11.9
 HV5022:UTM  18      -  STEVERSON                                102 00 11.1
 HV5022
 HV5022|---------------------------------------------------------------------|
 HV5022| PID    Reference Object                     Distance      Geod. Az  |
 HV5022|                                                           dddmmss.s |
 HV5022| HV4968 STEVERSON                           APPROX. 1.6 KM 1004011.6 |
 HV5022|---------------------------------------------------------------------|
 HV5022
 HV5022                          SUPERSEDED SURVEY CONTROL
 HV5022
 HV5022  NAD 83(1993)-  38 40 26.71295(N)    077 07 58.41490(W) AD(       ) 3
 HV5022  NAD 83(1986)-  38 40 26.71311(N)    077 07 58.42583(W) AD(       ) 3
 HV5022  NAD 27      -  38 40 26.29100(N)    077 07 59.50300(W) AD(       ) 3
 HV5022
 HV5022.Superseded values are not recommended for survey control.
 HV5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5022.See file dsdata.txt to determine how the superseded data were derived.
 HV5022
 HV5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1445582769(NAD 83)
 HV5022_MARKER: DU = BOUNDARY MARKER
 HV5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5022
 HV5022  HISTORY     - Date     Condition        Report By
 HV5022  HISTORY     - 1929     MONUMENTED       MDVABC
 HV5022  HISTORY     - 1939     GOOD             CGS
 HV5022  HISTORY     - 1948     GOOD             CGS
 HV5022  HISTORY     - 1971     GOOD             USGS
 HV5022
 HV5022                          STATION DESCRIPTION
 HV5022
 HV5022'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 HV5022'THE STATION IS ON THE WESTERN SHORE OF THE POTOMAC RIVER,
 HV5022'AND THE NORTHERN SHORE OF GUNSTON COVE, ON WHITE STONE POINT,
 HV5022'12 METERS FROM THE EDGE OF THE CLIFF, AND 1 METER FROM THE
 HV5022'ROAD THAT RUNS ALONG THE EDGE OF THE TOP OF THE BLUFF.
 HV5022'
 HV5022'TO REACH THE STATION, GO ASHORE AT THE OLD WHARF INSIDE
 HV5022'GUNSTON COVE, TURN SHARPLY TO THE RIGHT, AND FOLLOW THE OLD
 HV5022'WOOD ROAD THAT LEADS UP THE HILL FOR A DISTANCE OF APPROXIMATELY
 HV5022'3/8 MILE TO A BLAZED PINE TREE JUST S OF THE ROAD AT A BEND
 HV5022'IN THE ROAD.  THE STUMP OF AN OAK TREE, THAT WAS CUT IN
 HV5022'CLEARING LINES OF SIGHT, LIES ABOUT 25 YARDS S OF THIS TREE.
 HV5022'THE MONUMENT IS 3 FEET FROM A SMALL PINE TREE THAT STANDS
 HV5022'JUST W OF THE ROAD AT THIS POINT.  THE MARK IS THE STANDARD
 HV5022'MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.  THERE IS NO
 HV5022'REFERENCE MARK.
 HV5022'
 HV5022'THE MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION CONSISTS
 HV5022'OF A PRE-CAST CONCRETE PYRAMID, REINFORCED, WITH HOOKS FOR
 HV5022'BONDING WITH BASE, IN THE TOP OF WHICH IS SET A BRONZE CAP,
 HV5022'LETTERED WITH THE NAME VIRGINIA-MARYLAND BOUNDARY COMMISSION,
 HV5022'WITH OTHER LETTERING.  THE NUMBER OF THE MONUMENT, TOGETHER
 HV5022'WITH THE AZIMUTH AND DISTANCE TO THE BOUNDARY ARE STAMPED
 HV5022'ON EACH MONUMENT.
 HV5022
 HV5022                          STATION RECOVERY (1939)
 HV5022
 HV5022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (TMP)
 HV5022'STATION RECOVERED.
 HV5022
 HV5022                          STATION RECOVERY (1948)
 HV5022
 HV5022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HV5022'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PRESENT
 HV5022'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 HV5022'
 HV5022'THE OLD WHARF NO LONGER EXISTS.  IN THE GENERAL VICINITY
 HV5022'THE ARMY HAS BUILT A BOAT TESTING BASIN, FROM WHICH TRAIL
 HV5022'LEADS TO STATION.
 HV5022'
 HV5022'THE OLD STUMP MENTIONED IN THE DESCRIPTION, CAN BE RECOGNIZED.
 HV5022'IT HAS SENT UP SEVERAL STUMP SPROUTS, OF WHICH 2 ARE NOW
 HV5022'8 INCHES IN DIAMETER.
 HV5022'
 HV5022'STATION IS 15 FEET N OF CENTER LINE OF TRAIL.
 HV5022
 HV5022                          STATION RECOVERY (1971)
 HV5022
 HV5022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HV5022'STATION RECOVERED IN GOOD CONDITION APPROXIMATELY 200 FT E.
 HV5022'OF CHAIN LINK FENCE AROUND RESTRICTED AREA.  TO REACH STATION
 HV5022'FOLLOW OLD ROAD NEAR W SHORE OF POTOMAC RIVER SOUTHERLY FROM
 HV5022'RESIDENTIAL AREA TO FENCE, THENCE SOUTH ALONG FENCE TO VICINITY
 HV5022'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5044 ***********************************************************************
 HV5044  DESIGNATION -  BOUNDARY MONUMENT 51
 HV5044  PID         -  HV5044
 HV5044  STATE/COUNTY-  VA/FAIRFAX
 HV5044  USGS QUAD   -  FORT BELVOIR (1983)
 HV5044
 HV5044                         *CURRENT SURVEY CONTROL
 HV5044  ___________________________________________________________________
 HV5044* NAD 83(1993)-  38 39 00.30795(N)    077 08 11.56007(W)     ADJUSTED  
 HV5044* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5044  ___________________________________________________________________
 HV5044  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HV5044  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV5044
 HV5044  HORZ ORDER  -  SECOND
 HV5044
 HV5044.The horizontal coordinates were established by classical geodetic methods
 HV5044.and adjusted by the National Geodetic Survey in November 1994..
 HV5044
 HV5044.The orthometric height was scaled from a topographic map.
 HV5044
 HV5044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5044
 HV5044.The geoid height was determined by GEOID03.
 HV5044
 HV5044;                    North         East     Units Scale Factor Converg.
 HV5044;SPC VA N     - 2,110,039.496 3,618,680.314   MT  0.99994855   +0 51 03.4
 HV5044;SPC VA N     - 6,922,687.91 11,872,287.00   sFT  0.99994855   +0 51 03.4
 HV5044;UTM  18      - 4,280,112.997   314,075.524   MT  1.00002570   -1 20 05.2
 HV5044
 HV5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5044!SPC VA N     -   1.00000466  x   0.99994855  =   0.99995321
 HV5044!UTM  18      -   1.00000466  x   1.00002570  =   1.00003036
 HV5044
 HV5044                          SUPERSEDED SURVEY CONTROL
 HV5044
 HV5044  NAD 83(1993)-  38 39 00.30562(N)    077 08 11.56325(W) AD(       ) 2
 HV5044  NAD 83(1986)-  38 39 00.30676(N)    077 08 11.57330(W) AD(       ) 2
 HV5044  NAD 27      -  38 38 59.88771(N)    077 08 12.64705(W) AD(       ) 2
 HV5044
 HV5044.Superseded values are not recommended for survey control.
 HV5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5044.See file dsdata.txt to determine how the superseded data were derived.
 HV5044
 HV5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1407680113(NAD 83)
 HV5044_MARKER: Z = SEE DESCRIPTION
 HV5044_SETTING: 0 = UNSPECIFIED SETTING
 HV5044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5044
 HV5044  HISTORY     - Date     Condition        Report By
 HV5044  HISTORY     - 1929     MONUMENTED       CGS
 HV5044  HISTORY     - 1934     GOOD             CGS
 HV5044  HISTORY     - 1938     GOOD             CGS
 HV5044  HISTORY     - 1956     GOOD             AMS
 HV5044  HISTORY     - 1959     GOOD             CGS
 HV5044  HISTORY     - 19910101 GOOD             MDDNR
 HV5044  HISTORY     - 19991115 GOOD             USPSQD
 HV5044
 HV5044                          STATION DESCRIPTION
 HV5044
 HV5044'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FBL)
 HV5044'THE STATION IS 1.577 METERS FROM STATION GUNSTON,
 HV5044'S 49 DEG W.
 HV5044
 HV5044                          STATION RECOVERY (1934)
 HV5044
 HV5044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5044'STATION IS ON THE WESTERN SIDE OF POTOMAC RIVER, ABOUT 1
 HV5044'MILE ABOVE HALLOWING POINT, ON BLUFF JUST W OF GUNSTON WHARF.
 HV5044'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 HV5044'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 50
 HV5044'FOR THE STANDARD MARK).
 HV5044
 HV5044                          STATION RECOVERY (1938)
 HV5044
 HV5044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5044'MARK RECOVERED.  REFERENCE SHOULD BE MADE TO THE RECOVERY
 HV5044'NOTES OF GUNSTON, 1902 AND THE FOLLOWING SKETCH WHEN RECOVERING
 HV5044'MARKS AT THIS SITE.
 HV5044
 HV5044                          STATION RECOVERY (1956)
 HV5044
 HV5044'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5044'STATION RECOVERED IN GOOD CONDITION.
 HV5044
 HV5044                          STATION RECOVERY (1959)
 HV5044
 HV5044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5044'STATION RECOVERED IN GOOD CONDITION.  CONSULT RECOVERY NOTE
 HV5044'FOR GUNSTON 1902 TO OBTAIN ADDITIONAL INFORMATION.
 HV5044
 HV5044                          STATION RECOVERY (1991)
 HV5044
 HV5044'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5044'RECOVERED IN GOOD CONDITION STAMPED 51 102 100 FEET.  (30.5 M) IT IS
 HV5044'107 M (351.0 FT) FROM A ROAD SIGN FOR THE INTERSECTION OF VA 4320 AND
 HV5044'VA 768 AT THE INTERSECTION OF RIVER ROAD AND MT VERNON BLVD AND DORCEY
 HV5044'PL.  AND 222M FROM A DOUBLE 35 CM TREE AT THE TOP OF THE BANK AT THE
 HV5044'POINT.  THE STATION IS ACTUALLY ON THE POINT THAT SHOWS TO THE NW OF
 HV5044'THE STATION ON THE 1938 RECOVERY SKETCH.  IN QUAD 3807712-40034.
 HV5044
 HV5044                          STATION RECOVERY (1999)
 HV5044
 HV5044'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3818 ***********************************************************************
 GV3818  DESIGNATION -  BOUNDARY MONUMENT 5
 GV3818  PID         -  GV3818
 GV3818  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3818  USGS QUAD   -  HEATHSVILLE (1992)
 GV3818
 GV3818                         *CURRENT SURVEY CONTROL
 GV3818  ___________________________________________________________________
 GV3818* NAD 83(1993)-  37 57 53.48210(N)    076 24 46.31495(W)     ADJUSTED  
 GV3818* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 GV3818  ___________________________________________________________________
 GV3818  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 GV3818  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 GV3818
 GV3818  HORZ ORDER  -  THIRD
 GV3818  VERT ORDER  -  THIRD ? (See Below)
 GV3818
 GV3818.The horizontal coordinates were established by classical geodetic methods
 GV3818.and adjusted by the National Geodetic Survey in November 1994..
 GV3818
 GV3818.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3818.The vertical order pertains to the NGVD 29 superseded value.
 GV3818
 GV3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3818
 GV3818.The geoid height was determined by GEOID03.
 GV3818
 GV3818;                    North         East     Units Scale Factor Converg.
 GV3818;SPC VA S     - 1,183,091.991 3,683,390.628   MT  0.99999967   +1 16 00.2
 GV3818;SPC VA S     - 3,881,527.64 12,084,590.75   sFT  0.99999967   +1 16 00.2
 GV3818;SPC VA N     - 2,035,183.283 3,683,392.176   MT  1.00001279   +1 18 09.4
 GV3818;SPC VA N     - 6,677,097.15 12,084,595.83   sFT  1.00001279   +1 18 09.4
 GV3818;UTM  18      - 4,202,857.200   375,891.941   MT  0.99978971   -0 52 09.4
 GV3818
 GV3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3818!SPC VA S     -   1.00000508  x   0.99999967  =   1.00000475
 GV3818!SPC VA N     -   1.00000508  x   1.00001279  =   1.00001787
 GV3818!UTM  18      -   1.00000508  x   0.99978971  =   0.99979479
 GV3818
 GV3818:                Primary Azimuth Mark                     Grid Az
 GV3818:SPC VA S     -  POINT LOOKOUT LIGHTHOUSE 1846            042 54 13.4
 GV3818:SPC VA N     -  POINT LOOKOUT LIGHTHOUSE 1846            042 52 04.2
 GV3818:UTM  18      -  POINT LOOKOUT LIGHTHOUSE 1846            045 02 23.0
 GV3818
 GV3818|---------------------------------------------------------------------|
 GV3818| PID    Reference Object                     Distance      Geod. Az  |
 GV3818|                                                           dddmmss.s |
 GV3818| HV6525 POINT LOOKOUT LIGHTHOUSE 1846       APPROX.11.4 KM 0441013.6 |
 GV3818|---------------------------------------------------------------------|
 GV3818
 GV3818                          SUPERSEDED SURVEY CONTROL
 GV3818
 GV3818  NAD 83(1993)-  37 57 53.48108(N)    076 24 46.31888(W) AD(       ) 3
 GV3818  NAD 83(1986)-  37 57 53.48384(N)    076 24 46.33261(W) AD(       ) 3
 GV3818  NAD 27      -  37 57 53.03200(N)    076 24 47.54600(W) AD(       ) 3
 GV3818  NGVD 29 (07/19/86)    2.95   (m)            9.7    (f) LEVELING    3  
 GV3818
 GV3818.Superseded values are not recommended for survey control.
 GV3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3818.See file dsdata.txt to determine how the superseded data were derived.
 GV3818
 GV3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7589202857(NAD 83)
 GV3818_MARKER: DU = BOUNDARY MARKER
 GV3818_SETTING: 0 = UNSPECIFIED SETTING
 GV3818
 GV3818  HISTORY     - Date     Condition        Report By
 GV3818  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3818  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3818  HISTORY     - 1952     GOOD             CGS
 GV3818  HISTORY     - 1955     GOOD             CGS
 GV3818  HISTORY     - 1959     GOOD             CGS
 GV3818  HISTORY     - 1959     GOOD             CGS
 GV3818  HISTORY     - 19940522 MARK NOT FOUND   USPSQD
 GV3818  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3818
 GV3818                          STATION DESCRIPTION
 GV3818
 GV3818'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3818'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER,
 GV3818'APPROXIMATELY 3/8 MILE DOWNSTREAM FROM PRESLEY CREEK, ON GROUND
 GV3818'ABOUT 4 FEET HIGH, AND ON PROPERTY BELONGING TO MRS. HORNER.
 GV3818'THE MARK IS IN THE BARNYARD, AND THERE IS A LARGE, OLD CHERRY
 GV3818'TREE ABOUT 15 YARDS NORTHWESTERLY OF THE STATION.
 GV3818'
 GV3818'THE MARK IS 30 YARDS FROM THE EDGE OF A BANK ABOUT 4 FEET
 GV3818'HIGH AND THERE HAVE BEEN DRIVEN INTO THE BEACH AT A POINT
 GV3818'JUST OFFSHORE FROM THE MARK, A NUMBER OF SMALL PILES, OR
 GV3818'TRAP STAKES, WHICH WILL AID IN THE RECOVERY OF THE STATION.
 GV3818'THIS POINT IS NOT WELL LOCATED AS A TRIANGULATION STATION,
 GV3818'AS IT WILL NOT SEE POINTS ON THE VIRGINIA SIDE OF THE RIVER,
 GV3818'BUT MAY BE OF VALUE AS TOPOGRAPHIC OR HYDROGRAPHIC CONTROL.
 GV3818'THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 GV3818'BOUNDARY COMMISSION (SEE DESCRIPTION OF BOUNDARY MARK NO. 1
 GV3818'FOR THE STANDARD MARK).
 GV3818'
 GV3818'THERE IS NO REFERENCE MARK.
 GV3818
 GV3818                          STATION RECOVERY (1943)
 GV3818
 GV3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3818'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV3818'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3818
 GV3818                          STATION RECOVERY (1952)
 GV3818
 GV3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3818'STATION WAS RECOVERD AND FOUND TO BE IN GOOD CONDITION.  THERE
 GV3818'HAS BEEN CONSIDERABLE CHANGES IN THE IMMEDIATE VICINITY
 GV3818'SINCE THE LAST RECOVERY.  THE HOUSE, BARN, TRAP STAKES, AND
 GV3818'CHERRY TREE MENTIONED IN THE PREVIOUS DESCRIPTION ARE NO LONGER
 GV3818'STANDING WITH ONLY A FEW SCATTERED BRICKS TO MARK THE PREVIOUS
 GV3818'LOCATION OF THE HOUSE.  A NEW DESCRIPTION FOLLOWS--
 GV3818'
 GV3818'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC, ON
 GV3818'THE NW EXTREMITY OF NEUMAN NECK, IN A CLEARED FIELD ABOUT 1/4
 GV3818'MILE E OF THE ENTRANCE TO PRESLEY CREEK, ABOUT 30 METERS E
 GV3818'OF A BIGHT IN THE NE EXTREMITY OF THE CREEK, ABOUT 7 METERS
 GV3818'S OF THE 4-FOOT-HIGH BANK ON THE SHORE OF THE POTOMAC, AND
 GV3818'IS AT PRESENT MARKED BY TWO PROMINENT DAY BEACONS EACH ABOUT 15
 GV3818'FEET HIGH AND 10 FEET WIDE.
 GV3818'
 GV3818'THE MARK IS A STANDARD VIRGINIA-MARYLAND BOUNDARY COMMISSION
 GV3818'DISK, STAMPED WITH A 2 RATHER THAN A 5.
 GV3818
 GV3818                          STATION RECOVERY (1955)
 GV3818
 GV3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (KSU)
 GV3818'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 GV3818'EXCEPTIONS--
 GV3818'
 GV3818'THE BARNYARD AND CHERRY TREE NO LONGER EXIST.  A LARGE
 GV3818'TRIANGULAR MARKER, WHICH SERVES AS A TYPE OF OFFSHORE RANGE,
 GV3818'HAS BEEN CONSTRUCTED AROUND THE STATION.
 GV3818
 GV3818                          STATION RECOVERY (1959)
 GV3818
 GV3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 GV3818'THE STATION WAS RECOVERED AS DESCRIBED BY D.F.R. IN 1952 IN
 GV3818'GOOD CONDITION.  A LARGE WOODEN DAY BEACON ABOUT 15 FEET
 GV3818'HIGH IS STANDING OVER THE STATION.  THE 1952 DESCRIPTION
 GV3818'IS ADEQUATE.
 GV3818
 GV3818                          STATION RECOVERY (1959)
 GV3818
 GV3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 GV3818'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING
 GV3818'CHANGES IN THE DESCRIPTION SHOULD BE MADE.
 GV3818'
 GV3818'REFERENCE TO THE CHERRY TREE SHOULD BE DELATED BECAUSE IT IS
 GV3818'NO LONGER AT THE SITE.
 GV3818'
 GV3818'THE MARK IS NOW 10 YARDS FROM THE EDGE OF THE 4 FOOT BANK.
 GV3818
 GV3818                          STATION RECOVERY (1994)
 GV3818
 GV3818'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3818'MARK NOT FOUND.
 GV3818
 GV3818                          STATION RECOVERY (2002)
 GV3818
 GV3818'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3820 ***********************************************************************
 GV3820  DESIGNATION -  BOUNDARY MONUMENT 6 1929
 GV3820  PID         -  GV3820
 GV3820  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3820  USGS QUAD   -  HEATHSVILLE (1992)
 GV3820
 GV3820                         *CURRENT SURVEY CONTROL
 GV3820  ___________________________________________________________________
 GV3820* NAD 83(1993)-  37 58 16.12881(N)    076 25 13.67665(W)     ADJUSTED  
 GV3820* NAVD 88     -        10.43   (+/-2cm)      34.2    (feet)  VERTCON   
 GV3820  ___________________________________________________________________
 GV3820  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 GV3820  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 GV3820
 GV3820  HORZ ORDER  -  THIRD
 GV3820  VERT ORDER  -  THIRD ? (See Below)
 GV3820
 GV3820.The horizontal coordinates were established by classical geodetic methods
 GV3820.and adjusted by the National Geodetic Survey in November 1994..
 GV3820
 GV3820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3820.The vertical order pertains to the NGVD 29 superseded value.
 GV3820
 GV3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3820
 GV3820.The geoid height was determined by GEOID03.
 GV3820
 GV3820;                    North         East     Units Scale Factor Converg.
 GV3820;SPC VA S     - 1,183,775.332 3,682,707.525   MT  1.00000082   +1 15 43.6
 GV3820;SPC VA S     - 3,883,769.57 12,082,349.60   sFT  1.00000082   +1 15 43.6
 GV3820;SPC VA N     - 2,035,866.205 3,682,708.637   MT  1.00001156   +1 17 52.3
 GV3820;SPC VA N     - 6,679,337.71 12,082,353.25   sFT  1.00001156   +1 17 52.3
 GV3820;UTM  18      - 4,203,565.379   375,234.920   MT  0.99979172   -0 52 26.7
 GV3820
 GV3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3820!SPC VA S     -   1.00000386  x   1.00000082  =   1.00000468
 GV3820!SPC VA N     -   1.00000386  x   1.00001156  =   1.00001542
 GV3820!UTM  18      -   1.00000386  x   0.99979172  =   0.99979558
 GV3820
 GV3820                          SUPERSEDED SURVEY CONTROL
 GV3820
 GV3820  NAD 83(1993)-  37 58 16.12699(N)    076 25 13.67947(W) AD(       ) 3
 GV3820  NAD 83(1986)-  37 58 16.13007(N)    076 25 13.69362(W) AD(       ) 3
 GV3820  NAD 27      -  37 58 15.65800(N)    076 25 14.87900(W) AD(       ) 3
 GV3820  NGVD 29 (07/19/86)   10.68   (m)           35.0    (f) LEVELING    3  
 GV3820
 GV3820.Superseded values are not recommended for survey control.
 GV3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3820.See file dsdata.txt to determine how the superseded data were derived.
 GV3820
 GV3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7523503565(NAD 83)
 GV3820_MARKER: DU = BOUNDARY MARKER
 GV3820_SETTING: 0 = UNSPECIFIED SETTING
 GV3820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3820
 GV3820  HISTORY     - Date     Condition        Report By
 GV3820  HISTORY     - 1929     MONUMENTED       CGS
 GV3820  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3820  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3820
 GV3820                          STATION DESCRIPTION
 GV3820
 GV3820'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 GV3820'THE POINT IS LOCATED APPROXIMATELY 3/8 MILE NORTHWESTERLY
 GV3820'OF THE MOUTH OF PRESLEY CREEK, ON THE PROJECTING POINT, THE
 GV3820'FARTHEST POINT UPSTREAM THAT WILL SEE THE ENTRANCE.  MARK WAS
 GV3820'PLACED BETWEEN TWO MEDIUM SIZED OAK TREES, ABOUT 12 YARDS
 GV3820'SOUTHEASTERLY OF A SMALL SUMMER COTTAGE.  THERE WAS NO ONE LIVING
 GV3820'IN THE COTTAGE AT ANY TIME THAT THE STATION WAS VISITED.  THE
 GV3820'MARK WAS PLACED INSHORE TO AVOID THE PROBABILITY OF IT BEING
 GV3820'WASHED OUT BY THE EROSION OF THE BANK, BUT, IF OCCUPIED
 GV3820'ECCENTRICALLY, WILL BE OF CONSIDERABLE VALUE AS A TRIANGULATION
 GV3820'STATION.  THE MARK IS THE STANDARD MARK OF THE
 GV3820'VIRGINIA-MARYLAND BOUNDARY COMMISSION.  (SEE DESCRIPTION OF
 GV3820'BOUNDARY MARK NO. 1 FOR THE STANDARD MARK.) THERE IS NO
 GV3820'REFERENCE MARK.
 GV3820
 GV3820                          STATION RECOVERY (1943)
 GV3820
 GV3820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3820'LOCALITY WAS VISITED.  THE MARK WAS FOUND UPRIGHT IN THE
 GV3820'WATER, ABOUT 10 FEET LOWER THAN DESCRIBED.  THE HOUSE DESCRIBED
 GV3820'HAS WASHED AWAY.  THE CONCRETE POST IS PROBABLY COVERED AT
 GV3820'HIGH WATER.
 GV3820'
 GV3820'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 GV3820
 GV3820                          STATION RECOVERY (2002)
 GV3820
 GV3820'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3821 ***********************************************************************
 GV3821  DESIGNATION -  BOUNDARY MONUMENT 7 1929
 GV3821  PID         -  GV3821
 GV3821  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3821  USGS QUAD   -  HEATHSVILLE (1992)
 GV3821
 GV3821                         *CURRENT SURVEY CONTROL
 GV3821  ___________________________________________________________________
 GV3821* NAD 83(1993)-  37 58 53.13654(N)    076 26 03.30664(W)     ADJUSTED  
 GV3821* NAVD 88     -        10.97   (+/-2cm)      36.0    (feet)  VERTCON   
 GV3821  ___________________________________________________________________
 GV3821  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 GV3821  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 GV3821
 GV3821  HORZ ORDER  -  THIRD
 GV3821  VERT ORDER  -  THIRD ? (See Below)
 GV3821
 GV3821.The horizontal coordinates were established by classical geodetic methods
 GV3821.and adjusted by the National Geodetic Survey in November 1994..
 GV3821
 GV3821.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3821.The vertical order pertains to the NGVD 29 superseded value.
 GV3821
 GV3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3821
 GV3821.The geoid height was determined by GEOID03.
 GV3821
 GV3821;                    North         East     Units Scale Factor Converg.
 GV3821;SPC VA S     - 1,184,889.498 3,681,471.507   MT  1.00000273   +1 15 13.5
 GV3821;SPC VA S     - 3,887,424.96 12,078,294.44   sFT  1.00000273   +1 15 13.5
 GV3821;SPC VA N     - 2,036,979.612 3,681,471.916   MT  1.00000957   +1 17 21.4
 GV3821;SPC VA N     - 6,682,990.61 12,078,295.78   sFT  1.00000957   +1 17 21.4
 GV3821;UTM  18      - 4,204,724.606   374,041.544   MT  0.99979541   -0 52 57.9
 GV3821
 GV3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3821!SPC VA S     -   1.00000377  x   1.00000273  =   1.00000650
 GV3821!SPC VA N     -   1.00000377  x   1.00000957  =   1.00001334
 GV3821!UTM  18      -   1.00000377  x   0.99979541  =   0.99979918
 GV3821
 GV3821:                Primary Azimuth Mark                     Grid Az
 GV3821:SPC VA S     -  BOUNDARY MONUMENT 8 1929                 329 19 45.9
 GV3821:SPC VA N     -  BOUNDARY MONUMENT 8 1929                 329 17 38.0
 GV3821:UTM  18      -  BOUNDARY MONUMENT 8 1929                 331 27 57.3
 GV3821
 GV3821|---------------------------------------------------------------------|
 GV3821| PID    Reference Object                     Distance      Geod. Az  |
 GV3821|                                                           dddmmss.s |
 GV3821| GV3822 BOUNDARY MONUMENT 8 1929            APPROX. 0.6 KM 3303459.4 |
 GV3821| HV6548 ST GEORGE 6                         APPROX.13.9 KM 3454831.9 |
 GV3821|---------------------------------------------------------------------|
 GV3821
 GV3821                          SUPERSEDED SURVEY CONTROL
 GV3821
 GV3821  NAD 83(1993)-  37 58 53.13500(N)    076 26 03.30883(W) AD(       ) 3
 GV3821  NAD 83(1986)-  37 58 53.13800(N)    076 26 03.32277(W) AD(       ) 3
 GV3821  NAD 27      -  37 58 52.67300(N)    076 26 04.50300(W) AD(       ) 3
 GV3821  NGVD 29 (07/19/86)   11.22   (m)           36.8    (f) LEVELING    3  
 GV3821
 GV3821.Superseded values are not recommended for survey control.
 GV3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3821.See file dsdata.txt to determine how the superseded data were derived.
 GV3821
 GV3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7404204725(NAD 83)
 GV3821_MARKER: DU = BOUNDARY MARKER
 GV3821_SETTING: 0 = UNSPECIFIED SETTING
 GV3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3821
 GV3821  HISTORY     - Date     Condition        Report By
 GV3821  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3821  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3821  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GV3821  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3821
 GV3821                          STATION DESCRIPTION
 GV3821
 GV3821'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3821'THE POINT OF THE FIRST POINT THAT APPEARS DOWNSTREAM FROM
 GV3821'THE MOUTH OF COBB CREEK, WHICH IS THE FIRST CREEK SE OF
 GV3821'COAN RIVER.
 GV3821'
 GV3821'THE MARK WAS PLACED APPROXIMATELY 12 YARDS FROM THE HIGH-WATER
 GV3821'LINE, IN A GROWTH OF PINE, OAK, AND HOLLY TREES.  THERE ARE
 GV3821'A NUMBER OF SMALL CEDARS IN THE VICINITY, AND A LARGE OAK TREE
 GV3821'WHICH HAS BEEN BLOWN DOWN.  SEVERAL TREES WERE CUT IN ORDER
 GV3821'TO CLEAR LINES.  THE MARK IS ON GENTLY RISING GROUND AND IS
 GV3821'ABOUT 3 FEET ABOVE THE HIGH-WATER MARK.  THE POINT IS POORLY
 GV3821'LOCATED FOR A TRIANGULATION STATION.  THE MARK IS THE STANDARD
 GV3821'MARK OF THE VIRGINIA-MARYLAND BOUNDARY COMMISSION.  (SEE
 GV3821'DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE STANDARD MARK.)
 GV3821
 GV3821                          STATION RECOVERY (1943)
 GV3821
 GV3821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3821'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THROUGH
 GV3821'LOCAL INFORMATION, IT WAS FOUND THAT THE STATION HAD WASHED
 GV3821'AWAY AFTER THE 1933 STORM.
 GV3821'
 GV3821'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 GV3821
 GV3821                          STATION RECOVERY (1960)
 GV3821
 GV3821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3821'MONUMENT WAS FOUND LYING IN THE DITCH DESTROYED.
 GV3821
 GV3821                          STATION RECOVERY (2002)
 GV3821
 GV3821'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3822 ***********************************************************************
 GV3822  DESIGNATION -  BOUNDARY MONUMENT 8 1929
 GV3822  PID         -  GV3822
 GV3822  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3822  USGS QUAD   -  HEATHSVILLE (1992)
 GV3822
 GV3822                         *CURRENT SURVEY CONTROL
 GV3822  ___________________________________________________________________
 GV3822* NAD 83(1993)-  37 59 09.08161(N)    076 26 14.66642(W)     ADJUSTED  
 GV3822* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 GV3822  ___________________________________________________________________
 GV3822  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 GV3822  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 GV3822
 GV3822  HORZ ORDER  -  THIRD
 GV3822  VERT ORDER  -  THIRD ? (See Below)
 GV3822
 GV3822.The horizontal coordinates were established by classical geodetic methods
 GV3822.and adjusted by the National Geodetic Survey in November 1994..
 GV3822
 GV3822.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3822.The vertical order pertains to the NGVD 29 superseded value.
 GV3822
 GV3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3822
 GV3822.The geoid height was determined by GEOID03.
 GV3822
 GV3822;                    North         East     Units Scale Factor Converg.
 GV3822;SPC VA S     - 1,185,374.944 3,681,183.608   MT  1.00000356   +1 15 06.6
 GV3822;SPC VA S     - 3,889,017.63 12,077,349.89   sFT  1.00000356   +1 15 06.6
 GV3822;SPC VA N     - 2,037,464.882 3,681,183.714   MT  1.00000872   +1 17 14.3
 GV3822;SPC VA N     - 6,684,582.70 12,077,350.24   sFT  1.00000872   +1 17 14.3
 GV3822;UTM  18      - 4,205,220.344   373,771.999   MT  0.99979624   -0 53 05.3
 GV3822
 GV3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3822!SPC VA S     -   1.00000520  x   1.00000356  =   1.00000876
 GV3822!SPC VA N     -   1.00000520  x   1.00000872  =   1.00001392
 GV3822!UTM  18      -   1.00000520  x   0.99979624  =   0.99980144
 GV3822
 GV3822:                Primary Azimuth Mark                     Grid Az
 GV3822:SPC VA S     -  ST GEORGE 6                              345 11 33.8
 GV3822:SPC VA N     -  ST GEORGE 6                              345 09 26.1
 GV3822:UTM  18      -  ST GEORGE 6                              347 19 45.7
 GV3822
 GV3822|---------------------------------------------------------------------|
 GV3822| PID    Reference Object                     Distance      Geod. Az  |
 GV3822|                                                           dddmmss.s |
 GV3822| HV6548 ST GEORGE 6                         APPROX.13.3 KM 3462640.4 |
 GV3822|---------------------------------------------------------------------|
 GV3822
 GV3822                          SUPERSEDED SURVEY CONTROL
 GV3822
 GV3822  NAD 83(1993)-  37 59 09.08010(N)    076 26 14.66862(W) AD(       ) 3
 GV3822  NAD 83(1986)-  37 59 09.08300(N)    076 26 14.68250(W) AD(       ) 3
 GV3822  NAD 27      -  37 59 08.61600(N)    076 26 15.86100(W) AD(       ) 3
 GV3822  NGVD 29 (07/19/86)    2.06   (m)            6.8    (f) LEVELING    3  
 GV3822
 GV3822.Superseded values are not recommended for survey control.
 GV3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3822.See file dsdata.txt to determine how the superseded data were derived.
 GV3822
 GV3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7377205220(NAD 83)
 GV3822_MARKER: DU = BOUNDARY MARKER
 GV3822_SETTING: 0 = UNSPECIFIED SETTING
 GV3822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3822
 GV3822  HISTORY     - Date     Condition        Report By
 GV3822  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3822  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3822  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3822
 GV3822                          STATION DESCRIPTION
 GV3822
 GV3822'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3822'THE MARK IS ON THE SANDY PENINSULAR THAT FORMS THE WESTERLY
 GV3822'SHORE OF COBB CREEK, ABOUT MIDWAY OF THE PENINSULA, AND ABOUT
 GV3822'20 YARDS E OF THE WOODS AND ABOUT 30 YARDS FROM THE HIGH-WATER
 GV3822'MARK.  THE MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND
 GV3822'BOUNDARY COMMISSION.  (SEE DESCRIPTION OF BOUNDARY MARK NO.
 GV3822'1 FOR THE STANDARD MARK.) THERE IS NO REFERENCE MARK.
 GV3822'
 GV3822'THE POINT IS OF LITTLE VALUE AS A TRIANGULATION STATION.
 GV3822
 GV3822                          STATION RECOVERY (1943)
 GV3822
 GV3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3822'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE SHORE
 GV3822'LINE IN THIS REGION IS WASHING BADLY.  IT IS BELIEVED THAT
 GV3822'THE MARK HAS WASHED AWAY.
 GV3822'
 GV3822'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 GV3822
 GV3822                          STATION RECOVERY (2002)
 GV3822
 GV3822'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3823 ***********************************************************************
 GV3823  DESIGNATION -  BOUNDARY MONUMENT 9 1929
 GV3823  PID         -  GV3823
 GV3823  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3823  USGS QUAD   -  HEATHSVILLE (1992)
 GV3823
 GV3823                         *CURRENT SURVEY CONTROL
 GV3823  ___________________________________________________________________
 GV3823* NAD 83(1993)-  37 59 20.80260(N)    076 26 32.26581(W)     ADJUSTED  
 GV3823* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3823  ___________________________________________________________________
 GV3823  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 GV3823  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 GV3823
 GV3823  HORZ ORDER  -  THIRD
 GV3823
 GV3823.The horizontal coordinates were established by classical geodetic methods
 GV3823.and adjusted by the National Geodetic Survey in November 1994..
 GV3823
 GV3823.The orthometric height was scaled from a topographic map.
 GV3823
 GV3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3823
 GV3823.The geoid height was determined by GEOID03.
 GV3823
 GV3823;                    North         East     Units Scale Factor Converg.
 GV3823;SPC VA S     - 1,185,726.873 3,680,746.361   MT  1.00000417   +1 14 55.9
 GV3823;SPC VA S     - 3,890,172.25 12,075,915.35   sFT  1.00000417   +1 14 55.9
 GV3823;SPC VA N     - 2,037,816.543 3,680,746.248   MT  1.00000810   +1 17 03.3
 GV3823;SPC VA N     - 6,685,736.44 12,075,914.98   sFT  1.00000810   +1 17 03.3
 GV3823;UTM  18      - 4,205,588.255   373,348.265   MT  0.99979756   -0 53 16.3
 GV3823
 GV3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3823!SPC VA S     -   1.00000552  x   1.00000417  =   1.00000969
 GV3823!SPC VA N     -   1.00000552  x   1.00000810  =   1.00001362
 GV3823!UTM  18      -   1.00000552  x   0.99979756  =   0.99980308
 GV3823
 GV3823:                Primary Azimuth Mark                     Grid Az
 GV3823:SPC VA S     -  HOG                                      321 53 19.2
 GV3823:SPC VA N     -  HOG                                      321 51 11.8
 GV3823:UTM  18      -  HOG                                      324 01 31.4
 GV3823
 GV3823|---------------------------------------------------------------------|
 GV3823| PID    Reference Object                     Distance      Geod. Az  |
 GV3823|                                                           dddmmss.s |
 GV3823| HV6538 HOG                                 APPROX. 3.4 KM 3230815.1 |
 GV3823|---------------------------------------------------------------------|
 GV3823
 GV3823                          SUPERSEDED SURVEY CONTROL
 GV3823
 GV3823  NAD 83(1993)-  37 59 20.80081(N)    076 26 32.26774(W) AD(       ) 3
 GV3823  NAD 83(1986)-  37 59 20.80381(N)    076 26 32.28180(W) AD(       ) 3
 GV3823  NAD 27      -  37 59 20.34500(N)    076 26 33.46200(W) AD(       ) 3
 GV3823
 GV3823.Superseded values are not recommended for survey control.
 GV3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3823.See file dsdata.txt to determine how the superseded data were derived.
 GV3823
 GV3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7334805588(NAD 83)
 GV3823_MARKER: DU = BOUNDARY MARKER
 GV3823_SETTING: 0 = UNSPECIFIED SETTING
 GV3823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3823
 GV3823  HISTORY     - Date     Condition        Report By
 GV3823  HISTORY     - 1929     MONUMENTED       MDVABC
 GV3823  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3823  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3823
 GV3823                          STATION DESCRIPTION
 GV3823
 GV3823'DESCRIBED BY MARYLAND-VIRGINIA BOUNDARY COMMISSION 1929 (EBL)
 GV3823'THE MARK IS ON GREAT POINT WHICH FORMS THE EASTERLY ENTRANCE
 GV3823'TO COAN RIVER.  IT IS ON THE HIGH GROUND EASTERLY OF THE
 GV3823'FLAT, LOW GROUND THAT FORMS THE EXTREME END OF THE POINT,
 GV3823'ABOUT 18 YARDS FROM THE EDGE OF THE TREES.  STATION IS ABOUT
 GV3823'4 FEET ABOVE THE HIGH-WATER MARK, AND ABOUT 8 YARDS INSHORE
 GV3823'FROM IT.
 GV3823'
 GV3823'MARK IS THE STANDARD MARK OF THE VIRGINIA-MARYLAND BOUNDARY
 GV3823'COMMISSION.  (SEE DESCRIPTION OF BOUNDARY MARK NO. 1 FOR THE
 GV3823'STANDARD MARK.)
 GV3823'
 GV3823'THERE IS NO REFERENCE MARK.  SEVERAL TREES WERE CUT IN CLEARING
 GV3823'LINES.  THIS POINT SEES TO THE N AND W AND IS OF SOME VALUE
 GV3823'AS A TRIANGULATION STATION.
 GV3823
 GV3823                          STATION RECOVERY (1943)
 GV3823
 GV3823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3823'THE STATION WAS SEARCHED FOR, BUT NOT RECOVERED.  THE SHORE
 GV3823'LINE IS WASHING BADLY IN THIS REGION AND IT IS REPORTED
 GV3823'LOCALLY THAT THIS STATION HAS BEEN WASHED AWAY.
 GV3823'
 GV3823'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 GV3823
 GV3823                          STATION RECOVERY (2002)
 GV3823
 GV3823'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1835 ***********************************************************************
 HU1835  DESIGNATION -  BOUNDARY MONUMENT NR NELSON
 HU1835  PID         -  HU1835
 HU1835  STATE/COUNTY-  VA/NORTHAMPTON
 HU1835  USGS QUAD   -  POCOMOKE CITY (1980)
 HU1835
 HU1835                         *CURRENT SURVEY CONTROL
 HU1835  ___________________________________________________________________
 HU1835* NAD 83(1993)-  38 00 05.74476(N)    075 32 25.22737(W)     ADJUSTED  
 HU1835* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 HU1835  ___________________________________________________________________
 HU1835  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HU1835  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 HU1835
 HU1835  HORZ ORDER  -  SECOND
 HU1835  VERT ORDER  -  THIRD ? (See Below)
 HU1835
 HU1835.The horizontal coordinates were established by classical geodetic methods
 HU1835.and adjusted by the National Geodetic Survey in November 1994..
 HU1835
 HU1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1835.The vertical order pertains to the NGVD 29 superseded value.
 HU1835
 HU1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1835
 HU1835.The geoid height was determined by GEOID03.
 HU1835
 HU1835;                    North         East     Units Scale Factor Converg.
 HU1835;SPC VA S     - 1,189,217.157 3,759,907.630   MT  1.00000656   +1 47 46.6
 HU1835;SPC VA S     - 3,901,623.29 12,335,630.28   sFT  1.00000656   +1 47 46.6
 HU1835;UTM  18      - 4,206,129.801   452,560.366   MT  0.99962772   -0 19 57.7
 HU1835
 HU1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1835!SPC VA S     -   1.00000456  x   1.00000656  =   1.00001112
 HU1835!UTM  18      -   1.00000456  x   0.99962772  =   0.99963228
 HU1835
 HU1835                          SUPERSEDED SURVEY CONTROL
 HU1835
 HU1835  NAD 83(1993)-  38 00 05.74477(N)    075 32 25.22736(W) AD(       ) 2
 HU1835  NAD 83(1986)-  38 00 05.74366(N)    075 32 25.26038(W) AD(       ) 2
 HU1835  NAD 27      -  38 00 05.30300(N)    075 32 26.52800(W) AD(       ) 2
 HU1835  NGVD 29 (07/19/86)    7.54   (m)           24.7    (f) LEVELING    3  
 HU1835
 HU1835.Superseded values are not recommended for survey control.
 HU1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1835.See file dsdata.txt to determine how the superseded data were derived.
 HU1835
 HU1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5256006130(NAD 83)
 HU1835_MARKER: V = STONE MONUMENT
 HU1835_SETTING: 0 = UNSPECIFIED SETTING
 HU1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1835
 HU1835  HISTORY     - Date     Condition        Report By
 HU1835  HISTORY     - 1932     MONUMENTED       CGS
 HU1835  HISTORY     - 1984     GOOD             MDDNR
 HU1835
 HU1835                          STATION DESCRIPTION
 HU1835
 HU1835'DESCRIBED BY MD DEPT OF NAT RES 1984 (LW)
 HU1835'1.5 FOOT SQUARE GRANITE MONUMENT, AT INTERSECTION OF PAVED ROAD TO
 HU1835'CEMETARY AND DIRT ROAD THAT LEADS OFF TO THE NE TO AN OLD SAND
 HU1835'PIT.  PROJECTS 2 FEET AND IS 2 FEET NE OF A W.P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1680 ***********************************************************************
 HV1680  DESIGNATION -  BOUNDARY WITNESS MK 11 A DC VA
 HV1680  PID         -  HV1680
 HV1680  STATE/COUNTY-  VA/ARLINGTON
 HV1680  USGS QUAD   -  ALEXANDRIA (1994)
 HV1680
 HV1680                         *CURRENT SURVEY CONTROL
 HV1680  ___________________________________________________________________
 HV1680* NAD 83(1993)-  38 50 29.28687(N)    077 02 49.54072(W)     ADJUSTED  
 HV1680* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 HV1680  ___________________________________________________________________
 HV1680  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV1680  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV1680
 HV1680  HORZ ORDER  -  THIRD
 HV1680  VERT ORDER  -  THIRD (See Below)
 HV1680
 HV1680.The horizontal coordinates were established by classical geodetic methods
 HV1680.and adjusted by the National Geodetic Survey in November 1994..
 HV1680
 HV1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1680.The vertical order pertains to the NGVD 29 superseded value.
 HV1680
 HV1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1680
 HV1680.The geoid height was determined by GEOID03.
 HV1680
 HV1680;                    North         East     Units Scale Factor Converg.
 HV1680;SPC VA N     - 2,131,400.785 3,626,129.524   MT  0.99995600   +0 54 24.4
 HV1680;SPC VA N     - 6,992,770.74 11,896,726.61   sFT  0.99995600   +0 54 24.4
 HV1680;SPC MD       -   130,408.932   395,911.477   MT  0.99995003   -0 01 46.4
 HV1680;SPC MD       -   427,849.97  1,298,919.57   sFT  0.99995003   -0 01 46.4
 HV1680;UTM  18      - 4,301,175.427   322,335.456   MT  0.99998870   -1 17 03.1
 HV1680
 HV1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1680!SPC VA N     -   1.00000451  x   0.99995600  =   0.99996051
 HV1680!SPC MD       -   1.00000451  x   0.99995003  =   0.99995454
 HV1680!UTM  18      -   1.00000451  x   0.99998870  =   0.99999321
 HV1680
 HV1680|---------------------------------------------------------------------|
 HV1680| PID    Reference Object                     Distance      Geod. Az  |
 HV1680|                                                           dddmmss.s |
 HV1680| HV1676 YARDS                               357.297 METERS 15806     |
 HV1680| HV1678 46 002 NPS                           61.013 METERS 25028     |
 HV1680| HV1677 404 5 NPS                            66.522 METERS 28245     |
 HV1680|---------------------------------------------------------------------|
 HV1680
 HV1680                          SUPERSEDED SURVEY CONTROL
 HV1680
 HV1680  NAD 83(1993)-  38 50 29.28531(N)    077 02 49.54219(W) AD(       ) 3
 HV1680  NAD 83(1986)-  38 50 29.28531(N)    077 02 49.55330(W) AD(       ) 3
 HV1680  NAD 27      -  38 50 28.88200(N)    077 02 50.63100(W) AD(       ) 3
 HV1680  NGVD 29 (??/??/??)    3.62   (m)           11.9    (f) RESET       3  
 HV1680
 HV1680.Superseded values are not recommended for survey control.
 HV1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1680.See file dsdata.txt to determine how the superseded data were derived.
 HV1680
 HV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2233501175(NAD 83)
 HV1680_MARKER: DS = TRIANGULATION STATION DISK
 HV1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1680_STAMPING: DC VA BOUNDARY WITNESS NO 11 A 1947 1964
 HV1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1680+STABILITY: SURFACE MOTION
 HV1680
 HV1680  HISTORY     - Date     Condition        Report By
 HV1680  HISTORY     - 1946     MONUMENTED       CGS
 HV1680  HISTORY     - 1947     GOOD             CGS
 HV1680  HISTORY     - 1948     GOOD             CGS
 HV1680  HISTORY     - 1959     GOOD             CGS
 HV1680  HISTORY     - 1964     GOOD             CGS
 HV1680  HISTORY     - 1964     GOOD             CGS
 HV1680  HISTORY     - 1965     GOOD             CGS
 HV1680
 HV1680                          STATION DESCRIPTION
 HV1680
 HV1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1680'THE STATION IS LOCATED ON THE SW CORNER OF THE NATIONAL AIRPORT,
 HV1680'82 FEET S OF THE CENTER LINE OF THE GRAVEL ROAD THAT CIRCLES
 HV1680'THE AIRPORT, 49 FEET N OF THE HIGH-WATER MARK.  IT IS ABOUT
 HV1680'150 FEET E OF A STONE BRIDGE OVER THE INLET THAT FEEDS INTO
 HV1680'THE POTOMAC RIVER.  THE MARK PROJECTS ABOUT 30 INCHES AND
 HV1680'THE DISK IS STAMPED DC VA BOUNDARY MARK NO 11A WITNESS 1946.
 HV1680'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 HV1680'
 HV1680'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1680
 HV1680                          STATION RECOVERY (1947)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1680'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 HV1680'ADEQUATE.  THE MARK WAS RESTAMPED AND NOW READS DC VA BOUNDARY
 HV1680'MARK NO 11A WITNESS 1946.  THERE ARE NO REFERENCE MARKS.
 HV1680
 HV1680                          STATION RECOVERY (1948)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1680'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HV1680'IS ADEQUATE WITH THE FOLLOWING CHANGE--
 HV1680'
 HV1680'1.  CHANGE, STAMPED D.C.-VA. BOUNDARY MARK NO 11-A 1946 TO
 HV1680'STAMPED D.C.-VA. BOUNDARY WITNESS 11-A 1947.
 HV1680
 HV1680                          STATION RECOVERY (1959)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 HV1680'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 HV1680'FOLLOWS--LOCATED ON THE SW CORNER OF THE WASHINGTON NATIONAL
 HV1680'AIRPORT, ABOUT 200 FT. E OF THE NORTH END OF A STONE HIGHWAY
 HV1680'BRIDGE OVER FOURMILE RUN, 751/2 FT. S. OF THE CENTERLINE
 HV1680'OF THE ROAD WHICH CIRCLES THE AIRPORT (THE ROAD IS PAVED AT
 HV1680'THIS POINT), AND 49 FT. N. OF THE HIGH-WATER MARK.  A STANDARD
 HV1680'DISK, STAMPED DC VA BOUNDARY WITNESS NO 11 A 1947, SET IN
 HV1680'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 FT. ABOVE
 HV1680'THE GROUND.
 HV1680
 HV1680                          STATION RECOVERY (1964)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PB)
 HV1680'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 HV1680'THE DATE 1947 WAS FOUND TO BE STAMPED ON THE DISK INSTEAD
 HV1680'OF 1946.  THE STATION MARK WAS FOUND IN GOOD CONDITION AND AT
 HV1680'THE REQUEST OF THE OFFICIALS OF THE WASHINGTON NATIONAL AIRPORT,
 HV1680'THE MARK WAS LOWERED IN ITS EXACT HORIZONTAL POSITION ABOUT 20
 HV1680'INCHES.
 HV1680'
 HV1680'FOLLOWING IS A NEW DESCRIPTION--
 HV1680'
 HV1680'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE WASHINGTON
 HV1680'NATIONAL AIRPORT IN A DRIVEWAY JUST WEST OF AN L SHAPED
 HV1680'BUILDING USED FOR STORING SAND.  IT IS 82 FEET SOUTH OF THE
 HV1680'APPROXIMATE CENTER OF THE ROAD THAT EXTENDS ALONG THE SOUTH
 HV1680'SIDE OF THE AIRPORT, 49 FEET NORTH OF A SLOUGH, 36 FEET
 HV1680'SOUTHWEST OF THE NORTHWEST CORNER OF THE WEST WING OF THE
 HV1680'SAND STORAGE BUILDING, 25 FEET WEST-NORTHWEST OF THE SOUTHWEST
 HV1680'CORNER OF BUILDING, 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HV1680'OF A POWER TRANSFORMER AND 7 FEET NORTH OF A LINE EXTENDED
 HV1680'WEST ALONG SOUTH SIDE OF BUILDING.
 HV1680'
 HV1680'THE MARK STAMPED DC VA BOUNDARY MARK NO 11A WITNESS 1947 1964,
 HV1680'IS A STANDARD STATION DISK SET IN THE TOP OF A 12 INCH SQUARE
 HV1680'CONCRETE MONUMENT THAT IS FLUSH WITH THE ASPHALT SURFACE OF
 HV1680'THE DRIVEWAY.  NO HORIZONTAL OBSERVATIONS WERE MADE AT THIS
 HV1680'DATE, BUT A NEW ELEVATION WAS DETERMINED.  (SEE RECOVERY
 HV1680'NOTE, BENCH MARK)
 HV1680
 HV1680                          STATION RECOVERY (1964)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HV1680'AT ALEXANDRIA.
 HV1680'NEAR THE SOUTHWEST CORNER OF THE WASHINGTON NATIONAL AIRPORT
 HV1680'PROPERTY, 195 FEET EAST OF THE NORTH END OF THE NORTHEAST WINGWALL
 HV1680'OF A MEMORIAL HIGHWAY DOUBLE STONE ARCH BRIDGE OVER FOUR MILE
 HV1680'RUN, 80.5 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP ROAD ALONG
 HV1680'SOUTH SIDE OF THE AIRPORT, 48 FEET NORTH OF THE NORTH BANK OF
 HV1680'THE POTOMAC RIVER, 7 FEET NORTH OF THE WESTWARD EXTENSION OF THE
 HV1680'SOUTH SIDE OF THE SAND WHAREHOUSE, 25 FEET WEST-NORTHWEST OF THE
 HV1680'SOUTHWEST CORNER OF THE WEST WING OF THE SAND WHAREHOUSE, 36 FEET
 HV1680'SOUTHWEST OF THE NORTHWEST CORNER OF THE WEST WING OF THE SAND
 HV1680'WHAREHOUSE, 36 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 HV1680'THE CONCRETE FOUNDATION FOR A METAL ENCLOSED TRANSFORMER, AND
 HV1680'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE BLACKTOP APRON
 HV1680'ON THE WEST SIDE OF THE SAND WHAREHOUSE.
 HV1680
 HV1680                          STATION RECOVERY (1965)
 HV1680
 HV1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV1680'STATION RECOVERED AS DESCRIBED ON RECOVERY NOTE DATED 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1681 ***********************************************************************
 HV1681  DESIGNATION -  BOUNDARY WITNESS MK 11 DC VA
 HV1681  PID         -  HV1681
 HV1681  STATE/COUNTY-  VA/ARLINGTON
 HV1681  USGS QUAD   -  ALEXANDRIA (1994)
 HV1681
 HV1681                         *CURRENT SURVEY CONTROL
 HV1681  ___________________________________________________________________
 HV1681* NAD 83(1993)-  38 50 32.04015(N)    077 02 04.42270(W)     ADJUSTED  
 HV1681* NAVD 88     -         2.726  (meters)       8.94   (feet)  ADJUSTED  
 HV1681  ___________________________________________________________________
 HV1681  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 HV1681  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV1681  DYNAMIC HT  -           2.724 (meters)       8.94  (feet)  COMP
 HV1681  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 HV1681
 HV1681  HORZ ORDER  -  SECOND
 HV1681  VERT ORDER  -  SECOND    CLASS 0
 HV1681
 HV1681.The horizontal coordinates were established by classical geodetic methods
 HV1681.and adjusted by the National Geodetic Survey in November 1994..
 HV1681
 HV1681.The orthometric height was determined by differential leveling
 HV1681.and adjusted by the National Geodetic Survey in June 1991..
 HV1681
 HV1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1681
 HV1681.The geoid height was determined by GEOID03.
 HV1681
 HV1681.The dynamic height is computed by dividing the NAVD 88
 HV1681.geopotential number by the normal gravity value computed on the
 HV1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1681.degrees latitude (g = 980.6199 gals.).
 HV1681
 HV1681.The modeled gravity was interpolated from observed gravity values.
 HV1681
 HV1681;                    North         East     Units Scale Factor Converg.
 HV1681;SPC VA N     - 2,131,502.967 3,627,216.072   MT  0.99995606   +0 54 52.6
 HV1681;SPC VA N     - 6,993,105.98 11,900,291.40   sFT  0.99995606   +0 54 52.6
 HV1681;SPC MD       -   130,493.343   396,999.543   MT  0.99995002   -0 01 18.1
 HV1681;SPC MD       -   428,126.91  1,302,489.33   sFT  0.99995002   -0 01 18.1
 HV1681;UTM  18      - 4,301,235.996   323,425.149   MT  0.99998394   -1 16 34.9
 HV1681
 HV1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1681!SPC VA N     -   1.00000462  x   0.99995606  =   0.99996067
 HV1681!SPC MD       -   1.00000462  x   0.99995002  =   0.99995463
 HV1681!UTM  18      -   1.00000462  x   0.99998394  =   0.99998855
 HV1681
 HV1681:                Primary Azimuth Mark                     Grid Az
 HV1681:SPC VA N     -  POTOMAC PARK SOUTHEAST BASE RESET        032 10 08.8
 HV1681:SPC MD       -  POTOMAC PARK SOUTHEAST BASE RESET        033 06 19.5
 HV1681:UTM  18      -  POTOMAC PARK SOUTHEAST BASE RESET        034 21 36.3
 HV1681
 HV1681|---------------------------------------------------------------------|
 HV1681| PID    Reference Object                     Distance      Geod. Az  |
 HV1681|                                                           dddmmss.s |
 HV1681| HV2015 POTOMAC PARK SOUTHEAST BASE RESET   APPROX. 2.0 KM 0330501.4 |
 HV1681| DE4976 BOUNDARY WITNESS MK 11 DC VA RM 2     6.870 METERS 27555     |
 HV1681| DE4975 BOUNDARY WITNESS MK 11 DC VA RM 1     5.761 METERS 35808     |
 HV1681|---------------------------------------------------------------------|
 HV1681
 HV1681                          SUPERSEDED SURVEY CONTROL
 HV1681
 HV1681  NAD 83(1993)-  38 50 32.03861(N)    077 02 04.42409(W) AD(       ) 2
 HV1681  NAD 83(1986)-  38 50 32.03850(N)    077 02 04.43530(W) AD(       ) 2
 HV1681  NAD 27      -  38 50 31.63500(N)    077 02 05.51500(W) AD(       ) 2
 HV1681  NGVD 29 (??/??/??)    2.993  (m)            9.82   (f) ADJUSTED    2 0
 HV1681
 HV1681.Superseded values are not recommended for survey control.
 HV1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1681.See file dsdata.txt to determine how the superseded data were derived.
 HV1681
 HV1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2342501236(NAD 83)
 HV1681_MARKER: DS = TRIANGULATION STATION DISK
 HV1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1681_STAMPING: DC VA WITNESS BOUNDARY MARK NO 11 1946
 HV1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1681+STABILITY: SURFACE MOTION
 HV1681
 HV1681  HISTORY     - Date     Condition        Report By
 HV1681  HISTORY     - 1946     MONUMENTED       CGS
 HV1681  HISTORY     - 1947     GOOD             CGS
 HV1681  HISTORY     - 1948     GOOD             CGS
 HV1681  HISTORY     - 1949     GOOD             CGS
 HV1681  HISTORY     - 1959     GOOD             CGS
 HV1681  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV1681
 HV1681                          STATION DESCRIPTION
 HV1681
 HV1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1681'THE STATION IS LOCATED ON THE SE CORNER OF NATI   L AIRPORT.
 HV1681'IT IS ABOUT 100 YARDS SW OF SOME LOW, BRUSHY TR    120 FEET
 HV1681'SE OF THE GRAVEL ROAD THAT CIRCLES THE AIRPORT,   D
 HV1681'ABOUT 180 FEET FROM THE POTOMAC.  THE MARK PROJ   S ABOUT
 HV1681'30 INCHES, 8 BY 8 INCHES AT THE TOP AND 12 BY 1   NCHES AT
 HV1681'THE BOTTOM.  THE DISK IS STAMPED DC VA WITNESS    NDARY MARK
 HV1681'NO 11 1946.  UNDERGROUND MARK IS A BRONZE STATI   DISK SET
 HV1681'IN CONCRETE.
 HV1681'
 HV1681'REFERENCE MARK 1 IS 18.90 FEET N OF THE STATION   IT IS A
 HV1681'BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY NO   1946
 HV1681'WITNESS, AND IS FLUSH WITH THE GROUND AND IS SE   N CONCRETE.
 HV1681'
 HV1681'REFERENCE MARK 2 IS 22.54 FEET SW OF THE STATION.  IT IS
 HV1681'A BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY NO 2 1946
 HV1681'WITNESS, AND IS SET IN CONCRETE FLUSH WITH THE GROUND.
 HV1681'
 HV1681'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 HV1681
 HV1681                          STATION RECOVERY (1947)
 HV1681
 HV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1681'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 HV1681'ADEQUATE.  THE MARKS WERE RE-STAMPED AND NOW READ DC VA
 HV1681'WITNESS BOUNDARY MARK NO 11 1946, DC VA BOUNDARY NO 1 1946
 HV1681'WITNESS AND DC VA BOUNDARY NO 2 1946 WITNESS.
 HV1681
 HV1681                          STATION RECOVERY (1948)
 HV1681
 HV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1681'STATION RECOVERD IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HV1681'IS ADEQUATE WITH THE FOLLOWING CHANGE--
 HV1681'
 HV1681'1.  CHANGE STAMPED D.C.-VA. BOUNDARY MARK NO. 1  1946 TO
 HV1681'STAMPED D.C.-VA. BOUNDARY WITNESS MARK NO 11 1946
 HV1681
 HV1681                          STATION RECOVERY (1949)
 HV1681
 HV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JLW)
 HV1681'THE STATION APPEARS TO BE IN GOOD CONDITION BUT THE ELEVATION
 HV1681'IS APPROXIMATELY 0.40 FEET LOWER THAN WHEN THE STATION WAS
 HV1681'ESTABLISHED.
 HV1681
 HV1681                          STATION RECOVERY (1959)
 HV1681
 HV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 HV1681'THE STATION, STAMPED DC VA BOUNDARY WITNESS MARK NO 11 1946,
 HV1681'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV1681'
 HV1681'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV1681'
 HV1681'REFERENCE MARK 1 WAS NOT RECOVERED.  DIRT HAS BEEN PILED IN
 HV1681'THIS AREA.  A THOROUGH SEARCH BY DIGGING WAS NOT MADE.
 HV1681
 HV1681                          STATION RECOVERY (1965)
 HV1681
 HV1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1681'2.6 MI N FROM ALEXANDRIA.
 HV1681'IN ARLINGTON COUNTY, 2.6 MILES NORTH ALONG THE MOUNT VERNON
 HV1681'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, THENCE 0.9
 HV1681'MILE EAST ALONG THE GRAVEL ROAD THAT CIRCLES WASHINGTON NATIONAL
 HV1681'AIRPORT, AT THE SOUTHEAST CORNER OF THE AIRPORT, 129 FEET
 HV1681'SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD (MEASURED FROM A
 HV1681'POINT IN THE CURVE IN THE ROAD MIDWAY BETWEEN THE SOUTH END OF
 HV1681'THE NORTH-AND-SOUTH RUNWAY AND THE EAST END OF THE EAST-AND-WEST
 HV1681'RUNWAY), 17 FEET NORTH OF THE EXTENSION TO THE EAST OF THE CENTERLINE
 HV1681'OF THE EAST-AND-WEST PORTION OF THE ROAD, AND 17 FEET WEST OF THE
 HV1681'EXTENSION TO THE SOUTH OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 HV1681'PORTION OF THE ROAD.  A STANDARD TRIANGULATION-STATION DISK,
 HV1681'STAMPED DC VA WITNESS BOUNDARY MARK NO 11 1946 AND SET IN THE
 HV1681'TOP OF A CONCRETE POST PROJECTING 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1684 ***********************************************************************
 HV1684  PACS        -  This is a Primary Airport Control Station.
 HV1684  DESIGNATION -  BOUNDARY WITNESS MK 10 DC VA
 HV1684  PID         -  HV1684
 HV1684  STATE/COUNTY-  VA/ARLINGTON
 HV1684  USGS QUAD   -  ALEXANDRIA (1994)
 HV1684
 HV1684                         *CURRENT SURVEY CONTROL
 HV1684  ___________________________________________________________________
 HV1684* NAD 83(1993)-  38 51 38.47988(N)    077 02 13.64372(W)     ADJUSTED  
 HV1684* NAVD 88     -         3.835  (meters)      12.58   (feet)  ADJUSTED  
 HV1684  ___________________________________________________________________
 HV1684  X           -   1,115,547.077 (meters)                     COMP
 HV1684  Y           -  -4,846,288.971 (meters)                     COMP
 HV1684  Z           -   3,980,268.482 (meters)                     COMP
 HV1684  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 HV1684  ELLIP HEIGHT-         -28.31  (meters)          (05/02/02) GPS OBS
 HV1684  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1684  DYNAMIC HT  -           3.833 (meters)      12.58  (feet)  COMP
 HV1684  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 HV1684
 HV1684  HORZ ORDER  -  B
 HV1684  VERT ORDER  -  SECOND    CLASS 0
 HV1684  ELLP ORDER  -  FOURTH    CLASS II
 HV1684
 HV1684.This mark is at Washington (NATIONAL) Airport (DCA)
 HV1684
 HV1684.The horizontal coordinates were established by GPS observations
 HV1684.and adjusted by the National Geodetic Survey in March 1998..
 HV1684
 HV1684.The orthometric height was determined by differential leveling
 HV1684.and adjusted by the National Geodetic Survey in June 1991..
 HV1684
 HV1684.Photographs are available for this station.
 HV1684
 HV1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV1684
 HV1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1684
 HV1684.The ellipsoidal height was determined by GPS observations
 HV1684.and is referenced to NAD 83.
 HV1684
 HV1684.The geoid height was determined by GEOID03.
 HV1684
 HV1684.The dynamic height is computed by dividing the NAVD 88
 HV1684.geopotential number by the normal gravity value computed on the
 HV1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1684.degrees latitude (g = 980.6199 gals.).
 HV1684
 HV1684.The modeled gravity was interpolated from observed gravity values.
 HV1684
 HV1684;                    North         East     Units Scale Factor Converg.
 HV1684;SPC VA N     - 2,133,547.863 3,626,961.089   MT  0.99995737   +0 54 46.8
 HV1684;SPC VA N     - 6,999,814.95 11,899,454.84   sFT  0.99995737   +0 54 46.8
 HV1684;SPC MD       -   132,542.119   396,778.011   MT  0.99994988   -0 01 23.9
 HV1684;SPC MD       -   434,848.60  1,301,762.52   sFT  0.99994988   -0 01 23.9
 HV1684;UTM  18      - 4,303,289.203   323,248.534   MT  0.99998471   -1 16 42.5
 HV1684
 HV1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1684!SPC VA N     -   1.00000444  x   0.99995737  =   0.99996181
 HV1684!SPC MD       -   1.00000444  x   0.99994988  =   0.99995432
 HV1684!UTM  18      -   1.00000444  x   0.99998471  =   0.99998915
 HV1684
 HV1684|---------------------------------------------------------------------|
 HV1684| PID    Reference Object                     Distance      Geod. Az  |
 HV1684|                                                           dddmmss.s |
 HV1684| DE4973 BOUNDARY WITNESS MK 10 DC VA RM 1     4.663 METERS 13011     |
 HV1684| HV4666 GREBLE 2                            APPROX. 4.3 KM 1542637.9 |
 HV1684| DE4974 BOUNDARY WITNESS MK 10 DC VA RM 2     4.868 METERS 21509     |
 HV1684| HV9271 AP 1961 STA A2 DCA                   88.393 METERS 28930     |
 HV1684| HV4570 BOUNDARY WITNESS MK 9 DC VA         APPROX. 0.5 KM 3291322.1 |
 HV1684|---------------------------------------------------------------------|
 HV1684
 HV1684                          SUPERSEDED SURVEY CONTROL
 HV1684
 HV1684  ELLIP H (03/24/98)  -28.24   (m)                       GP(       ) 4 1
 HV1684  NAD 83(1993)-  38 51 38.47988(N)    077 02 13.64368(W) AD(       ) B
 HV1684  ELLIP H (11/22/95)  -28.24   (m)                       GP(       ) 1 1
 HV1684  NAD 83(1993)-  38 51 38.47893(N)    077 02 13.64198(W) AD(       ) 2
 HV1684  NAD 83(1993)-  38 51 38.47748(N)    077 02 13.64341(W) AD(       ) 2
 HV1684  NAD 83(1986)-  38 51 38.47734(N)    077 02 13.65437(W) AD(       ) 2
 HV1684  NAD 27      -  38 51 38.07600(N)    077 02 14.73200(W) AD(       ) 2
 HV1684  NAVD 88 (11/22/95)    3.83   (m)           12.6    (f) LEVELING    3  
 HV1684  NGVD 29 (??/??/??)    4.096  (m)           13.44   (f) ADJUSTED    2 0
 HV1684
 HV1684.Superseded values are not recommended for survey control.
 HV1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1684.See file dsdata.txt to determine how the superseded data were derived.
 HV1684
 HV1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2324903289(NAD 83)
 HV1684_MARKER: DH = HORIZONTAL CONTROL DISK
 HV1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1684_STAMPING: DC VA BOUNDARY WITNESS MARK NO 10 1946
 HV1684_MARK LOGO: CGS   
 HV1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1684+STABILITY: SURFACE MOTION
 HV1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1684+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1999
 HV1684
 HV1684  HISTORY     - Date     Condition        Report By
 HV1684  HISTORY     - 1946     MONUMENTED       CGS
 HV1684  HISTORY     - 1947     GOOD             CGS
 HV1684  HISTORY     - 1948     GOOD             CGS
 HV1684  HISTORY     - 1949     GOOD             CGS
 HV1684  HISTORY     - 1959     GOOD             CGS
 HV1684  HISTORY     - 1959     GOOD             CGS
 HV1684  HISTORY     - 1965     GOOD             CGS
 HV1684  HISTORY     - 1972     GOOD             NGS
 HV1684  HISTORY     - 1972     GOOD             NGS
 HV1684  HISTORY     - 19940615 GOOD             CGS
 HV1684  HISTORY     - 19941027 GOOD             NGS
 HV1684  HISTORY     - 19970315 GOOD             NGS
 HV1684  HISTORY     - 19991108 GOOD             NGS
 HV1684
 HV1684                          STATION DESCRIPTION
 HV1684
 HV1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1684'THE STATION IS LOCATED ON THE E SIDE OF NATIONAL AIRPORT.  IT
 HV1684'IS 41 FEET W OF THE BLUFF, 25 FEET W OF THE APPROXIMATE CENTER
 HV1684'LINE OF THE GRAVEL ROAD THAT CIRCLES THE AIRPORT AND 12 FEET W
 HV1684'OF RUNWAY LIGHT NO. 24.  THE MARK IS ABOUT 4 INCHES BELOW THE
 HV1684'SURFACE OF THE GROUND AND THE DISK IS STAMPED DC VA BOUNDARY
 HV1684'WITNESS MARK NO 10 1946.  SURFACE AND UNDERGROUND MARKS ARE
 HV1684'BRONZE STATION DISKS SET IN CONCRETE.
 HV1684'
 HV1684'REFERENCE MARK 1 IS 15.30 FEET S OF THE STATION.  IT IS A
 HV1684'BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY NO 1 1946 WITNESS
 HV1684'AND IS SET IN CONCRETE FLUSH WITH THE GROUND.
 HV1684'
 HV1684'REFERENCE MARK 2 IS 15.97 FEET W OF THE STATION.  IT IS A BRONZE
 HV1684'REFERENCE DISK STAMPED DC VA BOUNDARY NO 2 1946 WITNESS AND IS
 HV1684'SET IN CONCRETE FLUSH WITH THE GROUND.
 HV1684'
 HV1684'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1684
 HV1684                          STATION RECOVERY (1947)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1684'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE
 HV1684'EXCEPT THAT THE STATION IS W OF LIGHT NO. 24 NOT 25.  THE
 HV1684'STATION, LIGHT NO. 24, THE TALLEST BRUSHY TREE ON THE SHORE,
 HV1684'AND THE CAPITOL DOME IN WASHINGTON ARE ALL ON RANGE.
 HV1684'
 HV1684'THE MARKS WERE RESTAMPED AND NOW READ DC VA BOUNDARY WITNESS MARK
 HV1684'NO 10 1946, DC VA BOUNDARY NO 1 1946 WITNESS, AND DC VA BOUNDARY
 HV1684'NO 2 1946 WITNESS.
 HV1684
 HV1684                          STATION RECOVERY (1948)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1684'STATION RECOVERED IN GOOD CONDITION.  THE 1946 DESCRIPTION AND
 HV1684'1947 RECOVERY NOTE ARE ADEQUATE WITH THE FOLLOWING CHANGE IN THE
 HV1684'1946 DESCRIPTION--
 HV1684'
 HV1684'1.  CHANGE 12 FEET W OF RUNWAY LIGHT NO. 24 TO 15 FEET W OF
 HV1684'RUNWAY LIGHT NO. 24.
 HV1684
 HV1684                          STATION RECOVERY (1949)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (BCM)
 HV1684'RECOVERED AS DESCRIBED IN GOOD CONDITION.  TO REACH THE STATION
 HV1684'FROM ALEXANDRIA, GO N ON WASHINGTON STREET AND MEMORIAL HIGHWAY
 HV1684'1.85 MILES, TURN RIGHT (E) AT SIGN SAILING MARINA ONTO BLACK-TOP
 HV1684'ROAD, GO 0.3 MILE E AND N TO PARKING AREA.  A DIRT ROAD LEADS
 HV1684'S FROM THE E CORNER OF THE ONE-STORY FRAME BUILDING (REFRESHMENT
 HV1684'STAND) TO THE FLASHING NAVIGATION LIGHT ON THE RIVERBANK.
 HV1684'
 HV1684'R.M. 1 RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 HV1684'
 HV1684'R.M. 2 NOT RECOVERED.  IT IS PROBABLY HIDDEN BY HIGH GRASS AND
 HV1684'WEEDS.
 HV1684
 HV1684                          STATION RECOVERY (1959)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 HV1684'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HV1684'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE EAST SIDE
 HV1684'OF THE WASHINGTON NATIONAL AIRPORT, 405 FT. SE OF THE EAST ONE OF
 HV1684'SIX THRESHHOLD LIGHTS AT THE N. END OF THE N-S RUNWAY, 28-1/2
 HV1684'FT. SW OF THE CENTERLINE OF THE GRAVEL ROAD THAT CIRCLES THE
 HV1684'AIRPORT, 15-1/2 FT. SW OF AN AIRPORT BOUNDARY LIGHT, AND ABOUT
 HV1684'4 INCHES BELOW THE GROUND SURFACE.  A STANDARD DISK, STAMPED
 HV1684'DC VA BOUNDARY WITNESS MARK NO 10 1946, SET IN THE TOP OF A
 HV1684'CONCRETE POST.
 HV1684'
 HV1684'REFERENCE MARK 1 IS 15.30 FT. S. OF THE STATION.  IT IS A BRONZE
 HV1684'REFERENCE DISK STAMPED DC VA BOUNDARY NO 1 1946 WITNESS, SET IN
 HV1684'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HV1684'
 HV1684'REFERENCE MARK 2 IS 15.97 FT. W. OF THE STATION.  IT IS A BRONZE
 HV1684'REFERENCE DISK STAMPED DC VA BOUNDARY NO 2 1946 WITNESS, SET IN
 HV1684'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HV1684
 HV1684                          STATION RECOVERY (1959)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 HV1684'3.7 MI N FROM ALEXANDRIA.
 HV1684'THE MARK WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 HV1684'FOLLOWS-- 2.6 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY
 HV1684'FROM THE POST OFFICE AT ALEXANDRIA, THENCE 0.9 MILE EAST AND
 HV1684'1.1 MILES NORTH ALONG THE GRAVEL ROAD WHICH CIRCLES THE
 HV1684'WASHINGTON NATIONAL AIRPORT, 405 FT. SE OF THE EAST ONE OF SIX
 HV1684'THRESHHOLD LIGHTS AT THE N. END OF THE N-S RUNWAY, 28 1/2 FT. SW
 HV1684'OF THE CENTERLINE OF THE GRAVEL PERIMETER ROAD, 15 1/2 FT. SW OF
 HV1684'AN AIRPORT BOUNDARY LIGHT, AND ABOUT 4 INCHES BELOW THE GROUND
 HV1684'SURFACE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED DC VA
 HV1684'BOUNDARY WITNESS MARK NO 10 1946, SET IN THE TOP OF A CONCRETE POST.
 HV1684
 HV1684                          STATION RECOVERY (1965)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV1684'THE STATION AND ITS TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 HV1684
 HV1684                          STATION RECOVERY (1972)
 HV1684
 HV1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (PDC)
 HV1684'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 HV1684'REFERENCE MARKS WERE ALSO RECOVERED.
 HV1684
 HV1684                          STATION RECOVERY (1972)
 HV1684
 HV1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV1684'RECOVERED IN GOOD CONDITION.
 HV1684
 HV1684                          STATION RECOVERY (1994)
 HV1684
 HV1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1994
 HV1684'THE STATION IS LOCATED AT THE WASHINGTON NATIONAL AIRPORT ON THE EAST
 HV1684'SIDE OF THE FIELD NEAR RUNWAY END 18.  IT IS 225.8 FT (68.8 M) EAST OF
 HV1684'AN OBST LTD STOP SIGN THAT IS JUST EAST OF RUNWAY END 18, 83.5 FT
 HV1684'(25.5 M) SW OF CENTER OF ELECTRIC CONNECTION BOX JB2B, AND 26.0 FT
 HV1684'(7.9 M) SOUTH OF THE CENTER OF TEH AIRPORT PERIMETER ROAD.  THE
 HV1684'STATION IS A STANDARD TRIANGULATION STATION DISK SET IN CONCRETE ABOUT
 HV1684'HALF FOOT BELOW THE SURFACE OF THE GROUND IN A WELL WITH A ONE FOOT
 HV1684'DIAMETER METAL COVER.  IT IS STAMPED DC VA BOUNDARY WITNESS MARK 10
 HV1684'1946.  NOTE, MARK RECOVERED AND DESCRIPTION WRITTEN OCT 1989.
 HV1684
 HV1684                          STATION RECOVERY (1994)
 HV1684
 HV1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HV1684'THE STATION IS LOCATED AT THE WASHINGTON NATIONAL AIRPORT, ON THE EAST
 HV1684'SIDE OF THE FIELD NEAR RUNWAY END 18.  WASHINGTON NATIONAL AIRPORT IS
 HV1684'A CONTROLLED AIRFIELD AND PERMISSION MUST BE GAINED BEFORE ENTERING
 HV1684'THE AIRFIELD.  FOR ACCESS CONTACT THE AIRPORT OPERATIONS OFFICER,
 HV1684'METROPOLITAN WASHINGTON AIRPORTS AUTHORITY, WASHINGTON NATIONAL
 HV1684'AIRPORT, WASHINGTON, DC 20001-4901.  PHONE, 703-419-8050.
 HV1684' 
 HV1684'TO REACH THE STATION FROM THE TOWER AT THE MAIN TERMINAL, PROCEED
 HV1684'NORTH ALONG THE ENTRANCE ROAD PAST THE METRO STATION AND THE INTERIM
 HV1684'TERMINAL FOR 0.8 MI (1.3 KM) TO GATE V ON THE NORTH SIDE OF THE
 HV1684'INTERIM TERMINAL, NEXT TO SHORT TERM PARKING LOT B.  PROCEED THRU GATE
 HV1684'V ONTO THE RAMP AND THE RAMP VEHICLE ROAD.  THENCE, PROCEED 0.2 MI
 HV1684'(0.3 KM) NORTH AND EAST ALONG THE RAMP VEHICLE ROAD TO RUNWAY END 15
 HV1684'AND THE FIELD PERIMETER ROAD (LEVY ROAD) ACROSS RUNWAY END 15. PROCEED
 HV1684'EAST ALONG THE FIELD PERIMETER ROAD FOR 0.45 MI (0.72 KM) CROSSING
 HV1684'RUNWAY END 18 TO THE STATION ON THE RIGHT.
 HV1684' 
 HV1684'LOCATED 225.8 FT (68.8 M) EAST FROM A OBST.  LTD STOP SIGN THAT IS
 HV1684'JUST EAST FROM RUNWAY END 18, 83.5 FT (25.5 M) SOUTHWEST FROM THE
 HV1684'CENTER OF AN ELECTRIC CONNECTION BOX NUMBER JB2B, 26.0 FT (7.9 M)
 HV1684'SOUTH FROM THE CENTER OF THE AIRPORT PARIMETER ROAD.  STATION IS 0.5
 HV1684'FT (15.2 CM) BELOW GROUND IN A WELL WITH A 1 FT (0.3 M) DIAMETER METAL
 HV1684'COVER.
 HV1684
 HV1684                          STATION RECOVERY (1997)
 HV1684
 HV1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HV1684'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  PHONE NUMBER IS
 HV1684'NOW 703-417-8050.  THIS STATION HAS BEEN SELECTED AS THE PRIMARY
 HV1684'AIRPORT CONTROL STATION (PACS) .
 HV1684
 HV1684                          STATION RECOVERY (1999)
 HV1684
 HV1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 HV1684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1690 ***********************************************************************
 HV1690  DESIGNATION -  BOUNDARY WITNESS MK 8 DC VA
 HV1690  PID         -  HV1690
 HV1690  STATE/COUNTY-  VA/ARLINGTON
 HV1690  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1690
 HV1690                         *CURRENT SURVEY CONTROL
 HV1690  ___________________________________________________________________
 HV1690* NAD 83(1993)-  38 52 31.74850(N)    077 02 45.01139(W)     ADJUSTED  
 HV1690* NAVD 88     -         1.812  (meters)       5.94   (feet)  ADJUSTED  
 HV1690  ___________________________________________________________________
 HV1690  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 HV1690  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV1690  DYNAMIC HT  -           1.811 (meters)       5.94  (feet)  COMP
 HV1690  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 HV1690
 HV1690  HORZ ORDER  -  THIRD
 HV1690  VERT ORDER  -  SECOND    CLASS 0
 HV1690
 HV1690.The horizontal coordinates were established by classical geodetic methods
 HV1690.and adjusted by the National Geodetic Survey in November 1994..
 HV1690
 HV1690.The orthometric height was determined by differential leveling
 HV1690.and adjusted by the National Geodetic Survey in June 1991..
 HV1690
 HV1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1690
 HV1690.The geoid height was determined by GEOID03.
 HV1690
 HV1690.The dynamic height is computed by dividing the NAVD 88
 HV1690.geopotential number by the normal gravity value computed on the
 HV1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1690.degrees latitude (g = 980.6199 gals.).
 HV1690
 HV1690.The modeled gravity was interpolated from observed gravity values.
 HV1690
 HV1690;                    North         East     Units Scale Factor Converg.
 HV1690;SPC VA N     - 2,135,178.215 3,626,178.925   MT  0.99995849   +0 54 27.2
 HV1690;SPC VA N     - 7,005,163.86 11,896,888.69   sFT  0.99995849   +0 54 27.2
 HV1690;SPC MD       -   134,185.021   396,022.599   MT  0.99994985   -0 01 43.6
 HV1690;SPC MD       -   440,238.69  1,299,284.14   sFT  0.99994985   -0 01 43.6
 HV1690;UTM  18      - 4,304,948.322   322,529.271   MT  0.99998785   -1 17 03.7
 HV1690
 HV1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1690!SPC VA N     -   1.00000475  x   0.99995849  =   0.99996324
 HV1690!SPC MD       -   1.00000475  x   0.99994985  =   0.99995460
 HV1690!UTM  18      -   1.00000475  x   0.99998785  =   0.99999260
 HV1690
 HV1690:                Primary Azimuth Mark                     Grid Az
 HV1690:SPC VA N     -  4321 NPS                                 185 04 05.8
 HV1690:SPC MD       -  4321 NPS                                 186 00 16.6
 HV1690:UTM  18      -  4321 NPS                                 187 15 36.7
 HV1690
 HV1690|---------------------------------------------------------------------|
 HV1690| PID    Reference Object                     Distance      Geod. Az  |
 HV1690|                                                           dddmmss.s |
 HV1690| HV2192 4321 NPS                            APPROX. 0.6 KM 1855833.0 |
 HV1690| DC6183 BOUNDARY WITNESS MK 8 DC VA RM 1      9.133 METERS 19414     |
 HV1690| DC6184 BOUNDARY WITNESS MK 8 DC VA RM 2     11.580 METERS 29501     |
 HV1690| HV4047 LINCOLN 1924                        APPROX. 1.6 KM 3453349.3 |
 HV1690|---------------------------------------------------------------------|
 HV1690
 HV1690                          SUPERSEDED SURVEY CONTROL
 HV1690
 HV1690  NAD 83(1993)-  38 52 31.74714(N)    077 02 45.01287(W) AD(       ) 3
 HV1690  NAD 83(1986)-  38 52 31.74691(N)    077 02 45.02358(W) AD(       ) 3
 HV1690  NAD 27      -  38 52 31.34600(N)    077 02 46.10000(W) AD(       ) 3
 HV1690  NGVD 29 (??/??/??)    2.064  (m)            6.77   (f) ADJUSTED    2 0
 HV1690
 HV1690.Superseded values are not recommended for survey control.
 HV1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1690.See file dsdata.txt to determine how the superseded data were derived.
 HV1690
 HV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2252904948(NAD 83)
 HV1690_MARKER: DS = TRIANGULATION STATION DISK
 HV1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1690_STAMPING: DCVA BOUNDARY WITNESS MARK NO 8 1946
 HV1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1690+STABILITY: SURFACE MOTION
 HV1690
 HV1690  HISTORY     - Date     Condition        Report By
 HV1690  HISTORY     - 1946     MONUMENTED       CGS
 HV1690  HISTORY     - 1946     GOOD             CGS
 HV1690  HISTORY     - 1947     GOOD             CGS
 HV1690  HISTORY     - 1948     GOOD             CGS
 HV1690  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV1690
 HV1690                          STATION DESCRIPTION
 HV1690
 HV1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1690'THE STATION IS LOCATED ON A POINT OF LAND FORMED BY BOUNDARY
 HV1690'CHANNEL ON THE LEFT AND THE POTOMAC RIVER ON THE RIGHT.  IT IS
 HV1690'300 FEET E OF A BRIDGE OVER BOUNDARY CHANNEL, 500 YARDS N
 HV1690'OF THE 14TH ST. BRIDGE, 18 FEET S OF THE RIVERBANK AND 6 FEET
 HV1690'N OF A 24-INCH TREE.  IT IS A BRONZE STATION DISK STAMPED DC
 HV1690'VA BOUNDARY WITNESS MARK NO 8 1946 SET IN CONCRETE FLUSH WITH
 HV1690'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 HV1690'CONCRETE.
 HV1690'
 HV1690'REFERENCE MARK 1 IS 29.97 FEET S OF THE STATION, 300 FEET E
 HV1690'OF THE BRIDGE OVER BOUNDARY CHANNEL AND 45 FEET S OF THE
 HV1690'RIVERBANK.  IT IS A BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY
 HV1690'NO 1 1946 WITNESS AND IS SET IN CONCRETE FLUSH WITH THE GROUND.
 HV1690'
 HV1690'REFERENCE MARK 2 IS 38.00 FEET NW OF THE STATION, 280 FEET E
 HV1690'OF THE BRIDGE OVER BOUNDARY CHANNEL AND 8 FEET S OF THE
 HV1690'RIVERBANK.  IT IS A BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY
 HV1690'NO 2 1946 WITNESS AND IS SET IN CONCRETE FLUSH WITH THE GROUND.
 HV1690'
 HV1690'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1690
 HV1690                          STATION RECOVERY (1946)
 HV1690
 HV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1690'2.7 MI SE FROM ROSSLYN.
 HV1690'2.7 MILES SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1690'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN, AT
 HV1690'THE MOUTH OF BOUNDARY CHANNEL, ACROSS BOUNDARY CHANNEL FROM
 HV1690'THE NAVY AND MARINE MEMORIAL, 274.0 FEET NORTHEAST OF THE
 HV1690'NORTHEAST CORNER OF THE MOUNT VERNON MEMORIAL HIGHWAY BRIDGE
 HV1690'OVER BOUNDARY CHANNEL, 16.5 FEET SOUTHWEST OF THE SOUTHWEST
 HV1690'BANK OF THE POTOMAC RIVER, 7.0 FEET WEST OF A 30-INCH TREE,
 HV1690'SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE PARK LAWN.
 HV1690
 HV1690                          STATION RECOVERY (1947)
 HV1690
 HV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1690'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV1690'THE MARKS WERE RESTAMPED AND NOW READ DC VA BOUNDARY WITNESS
 HV1690'MARK NO 8 1946, DC VA BOUNDARY NO 1 1946 WITNESS AND DC VA
 HV1690'BOUNDARY NO 2 1946 WITNESS.
 HV1690
 HV1690                          STATION RECOVERY (1948)
 HV1690
 HV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1690'STATION RECOVERED IN GOOD CONDITION.  THE 1946 DESCRIPTION AND
 HV1690'THE 1947 RECOVERY NOTE ARE ADEQUATE.
 HV1690
 HV1690                          STATION RECOVERY (1960)
 HV1690
 HV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1694 ***********************************************************************
 HV1694  DESIGNATION -  BOUNDARY WITNESS MK 7 DC VA
 HV1694  PID         -  HV1694
 HV1694  STATE/COUNTY-  VA/ARLINGTON
 HV1694  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1694
 HV1694                         *CURRENT SURVEY CONTROL
 HV1694  ___________________________________________________________________
 HV1694* NAD 83(1993)-  38 52 49.06125(N)    077 03 25.46989(W)     ADJUSTED  
 HV1694* NAVD 88     -        10.975  (meters)      36.01   (feet)  ADJUSTED  
 HV1694  ___________________________________________________________________
 HV1694  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 HV1694  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV1694  DYNAMIC HT  -          10.969 (meters)      35.99  (feet)  COMP
 HV1694  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 HV1694
 HV1694  HORZ ORDER  -  SECOND
 HV1694  VERT ORDER  -  SECOND    CLASS 0
 HV1694
 HV1694.The horizontal coordinates were established by classical geodetic methods
 HV1694.and adjusted by the National Geodetic Survey in November 1994..
 HV1694
 HV1694.The orthometric height was determined by differential leveling
 HV1694.and adjusted by the National Geodetic Survey in June 1991..
 HV1694
 HV1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1694
 HV1694.The geoid height was determined by GEOID03.
 HV1694
 HV1694.The dynamic height is computed by dividing the NAVD 88
 HV1694.geopotential number by the normal gravity value computed on the
 HV1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1694.degrees latitude (g = 980.6199 gals.).
 HV1694
 HV1694.The modeled gravity was interpolated from observed gravity values.
 HV1694
 HV1694;                    North         East     Units Scale Factor Converg.
 HV1694;SPC VA N     - 2,135,696.613 3,625,195.444   MT  0.99995888   +0 54 02.0
 HV1694;SPC VA N     - 7,006,864.64 11,893,662.05   sFT  0.99995888   +0 54 02.0
 HV1694;SPC MD       -   134,719.417   395,047.729   MT  0.99994985   -0 02 09.0
 HV1694;SPC MD       -   441,991.95  1,296,085.76   sFT  0.99994985   -0 02 09.0
 HV1694;UTM  18      - 4,305,503.975   321,566.308   MT  0.99999207   -1 17 29.6
 HV1694
 HV1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1694!SPC VA N     -   1.00000330  x   0.99995888  =   0.99996218
 HV1694!SPC MD       -   1.00000330  x   0.99994985  =   0.99995315
 HV1694!UTM  18      -   1.00000330  x   0.99999207  =   0.99999537
 HV1694
 HV1694|---------------------------------------------------------------------|
 HV1694| PID    Reference Object                     Distance      Geod. Az  |
 HV1694|                                                           dddmmss.s |
 HV1694| DC6182 BOUNDARY WITNESS MK 7 DC VA RP                     15053     |
 HV1694| HV3621 ARLINGTON CEMETERY LEE MANSION      APPROX. 1.3 KM 2741259.7 |
 HV1694| HV4195 BRIDGE USE 1924                     APPROX. 2.6 KM 3341927.9 |
 HV1694| HV1693 43 3 NPS                             32.946 METERS 35618     |
 HV1694|---------------------------------------------------------------------|
 HV1694
 HV1694                          SUPERSEDED SURVEY CONTROL
 HV1694
 HV1694  NAD 83(1993)-  38 52 49.05996(N)    077 03 25.47141(W) AD(       ) 2
 HV1694  NAD 83(1986)-  38 52 49.05979(N)    077 03 25.48200(W) AD(       ) 2
 HV1694  NAD 27      -  38 52 48.65900(N)    077 03 26.55600(W) AD(       ) 2
 HV1694  NGVD 29 (??/??/??)   11.221  (m)           36.81   (f) ADJUSTED    2 0
 HV1694
 HV1694.Superseded values are not recommended for survey control.
 HV1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1694.See file dsdata.txt to determine how the superseded data were derived.
 HV1694
 HV1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2156605504(NAD 83)
 HV1694_MARKER: DS = TRIANGULATION STATION DISK
 HV1694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1694_SP_SET: SIDEWALK
 HV1694_STAMPING: DCVA BOUNDARY WITNESS MARK NO 7 1946
 HV1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1694
 HV1694  HISTORY     - Date     Condition        Report By
 HV1694  HISTORY     - 1946     MONUMENTED       CGS
 HV1694  HISTORY     - 1946     GOOD             CGS
 HV1694  HISTORY     - 1947     GOOD             CGS
 HV1694  HISTORY     - 1948     GOOD             CGS
 HV1694  HISTORY     - 1960     GOOD             CGS
 HV1694  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HV1694
 HV1694                          STATION DESCRIPTION
 HV1694
 HV1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1694'THE STATION IS LOCATED ON THE E SIDEWALK OF THE TRIPLE ARCH
 HV1694'STONE BRIDGE ABOUT 0.5 MILE N OF THE PENTAGON BUILDING.  IT
 HV1694'IS 116 FEET N OF THE S END OF THE BRIDGE, 5.85 FEET W OF THE
 HV1694'STONE RAILING OF THE BRIDGE AND 2 FEET E OF THE CURB.  THE DISK
 HV1694'IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED DC
 HV1694'VA BOUNDARY WITNESS MARK NO 7 1946.
 HV1694'
 HV1694'43-3 U.S. WAS USED AS A REFERENCE MARK.  IT IS 108.09 FEET
 HV1694'N OF THE STATION, 5 FEET E OF THE CURB AND 3 FEET W OF THE
 HV1694'RAILING.  THE DISK IS A 2-INCH BRASS DISK CEMENTED IN A DRILL
 HV1694'HOLE IN THE SIDEWALK AND STAMPED 43-3 US.
 HV1694'
 HV1694'REFERENCE POINT IS 15.25 FEET SW OF THE STATION.  IT IS THE
 HV1694'SW CORNER OF THE SE BRIDGE ABUTMENT.
 HV1694'
 HV1694'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1694
 HV1694                          STATION RECOVERY (1946)
 HV1694
 HV1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1694'1.8 MI SE FROM ROSSLYN.
 HV1694'1.8 MILES SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1694'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN, AT
 HV1694'THE WASHINGTON BOULEVARD BRIDGE OVER BOUNDARY CHANNEL, 116.2
 HV1694'FEET NORTH OF THE SOUTH END OF THE BRIDGE, AT THE SOUTH ONE
 HV1694'OF TWO OFFSETS IN THE EAST STONE GUARD-RAIL OF THE BRIDGE,
 HV1694'1.5 FEET EAST OF THE WEST EDGE OF THE SIDEWALK ALONG THE EAST
 HV1694'SIDE OF THE BRIDGE, SET IN THE SIDEWALK.
 HV1694
 HV1694                          STATION RECOVERY (1947)
 HV1694
 HV1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1694'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV1694'THE MARK WAS RESTAMPED AND NOW READS DC VA BOUNDARY WITNESS
 HV1694'MARK NO 7 1946.
 HV1694
 HV1694                          STATION RECOVERY (1948)
 HV1694
 HV1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1694'STATION RECOVERED IN GOOD CONDITION.  THE 1946 DESCRIPTION AND
 HV1694'THE 1947 RECOVERY NOTE ARE ADEQUATE.
 HV1694
 HV1694                          STATION RECOVERY (1960)
 HV1694
 HV1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV1694'RECOVERED IN GOOD CONDITION.
 HV1694
 HV1694                          STATION RECOVERY (1988)
 HV1694
 HV1694'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRD)
 HV1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1695 ***********************************************************************
 HV1695  DESIGNATION -  BOUNDARY WITNESS MK 6 DC VA
 HV1695  PID         -  HV1695
 HV1695  STATE/COUNTY-  VA/ARLINGTON
 HV1695  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1695
 HV1695                         *CURRENT SURVEY CONTROL
 HV1695  ___________________________________________________________________
 HV1695* NAD 83(1993)-  38 53 20.11447(N)    077 03 52.41582(W)     ADJUSTED  
 HV1695* NAVD 88     -        10.442  (meters)      34.26   (feet)  ADJUSTED  
 HV1695  ___________________________________________________________________
 HV1695  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 HV1695  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV1695  DYNAMIC HT  -          10.436 (meters)      34.24  (feet)  COMP
 HV1695  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 HV1695
 HV1695  HORZ ORDER  -  THIRD
 HV1695  VERT ORDER  -  FIRST     CLASS II
 HV1695
 HV1695.The horizontal coordinates were established by classical geodetic methods
 HV1695.and adjusted by the National Geodetic Survey in November 1994..
 HV1695
 HV1695.The orthometric height was determined by differential leveling
 HV1695.and adjusted by the National Geodetic Survey in June 1991..
 HV1695
 HV1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1695
 HV1695.The geoid height was determined by GEOID03.
 HV1695
 HV1695.The dynamic height is computed by dividing the NAVD 88
 HV1695.geopotential number by the normal gravity value computed on the
 HV1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1695.degrees latitude (g = 980.6199 gals.).
 HV1695
 HV1695.The modeled gravity was interpolated from observed gravity values.
 HV1695
 HV1695;                    North         East     Units Scale Factor Converg.
 HV1695;SPC VA N     - 2,136,643.864 3,624,531.090   MT  0.99995958   +0 53 45.2
 HV1695;SPC VA N     - 7,009,972.41 11,891,482.42   sFT  0.99995958   +0 53 45.2
 HV1695;SPC MD       -   135,677.390   394,398.951   MT  0.99994987   -0 02 25.9
 HV1695;SPC MD       -   445,134.90  1,293,957.23   sFT  0.99994987   -0 02 25.9
 HV1695;UTM  18      - 4,306,475.979   320,938.654   MT  0.99999483   -1 17 47.4
 HV1695
 HV1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1695!SPC VA N     -   1.00000338  x   0.99995958  =   0.99996296
 HV1695!SPC MD       -   1.00000338  x   0.99994987  =   0.99995325
 HV1695!UTM  18      -   1.00000338  x   0.99999483  =   0.99999821
 HV1695
 HV1695:                Primary Azimuth Mark                     Grid Az
 HV1695:SPC VA N     -  HEURICHS BREWERY FINIAL                  056 20 02.1
 HV1695:SPC MD       -  HEURICHS BREWERY FINIAL                  057 16 13.2
 HV1695:UTM  18      -  HEURICHS BREWERY FINIAL                  058 31 34.7
 HV1695
 HV1695|---------------------------------------------------------------------|
 HV1695| PID    Reference Object                     Distance      Geod. Az  |
 HV1695|                                                           dddmmss.s |
 HV1695| HV4301 HEURICHS BREWERY FINIAL             APPROX. 1.1 KM 0571347.3 |
 HV1695| HV2905 S W 149 A 1960                      164.698 METERS 09532     |
 HV1695| HV7765 DC VA BOUNDARY MK 6 RM 1              2.453 METERS 13321     |
 HV1695| HV1697 DC VA BOUNDARY MK 6 RM 2              3.160 METERS 25106     |
 HV1695|---------------------------------------------------------------------|
 HV1695
 HV1695                          SUPERSEDED SURVEY CONTROL
 HV1695
 HV1695  NAD 83(1993)-  38 53 20.11319(N)    077 03 52.41735(W) AD(       ) 3
 HV1695  NAD 83(1986)-  38 53 20.11301(N)    077 03 52.42783(W) AD(       ) 3
 HV1695  NAD 27      -  38 53 19.70920(N)    077 03 53.50230(W) AD(       ) 3
 HV1695  NGVD 29 (08/12/92)   10.682  (m)           35.05   (f) ADJUSTED    1 2
 HV1695
 HV1695.Superseded values are not recommended for survey control.
 HV1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1695.See file dsdata.txt to determine how the superseded data were derived.
 HV1695
 HV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2093906476(NAD 83)
 HV1695_MARKER: DS = TRIANGULATION STATION DISK
 HV1695_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV1695_SP_SET: SIDEWALK
 HV1695_STAMPING: DCVA BOUNDARY WITNESS MARK NO 6 1946
 HV1695_MARK LOGO: CGS   
 HV1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1695+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 HV1695
 HV1695  HISTORY     - Date     Condition        Report By
 HV1695  HISTORY     - 1946     MONUMENTED       CGS
 HV1695  HISTORY     - 1946     GOOD             CGS
 HV1695  HISTORY     - 1947     GOOD             CGS
 HV1695  HISTORY     - 1948     GOOD             CGS
 HV1695  HISTORY     - 1960     GOOD             MADHOP
 HV1695  HISTORY     - 1960     GOOD             CGS
 HV1695  HISTORY     - 1966     GOOD             LOCENG
 HV1695  HISTORY     - 19920512 GOOD             NGS
 HV1695  HISTORY     - 20020804 GOOD             INDIV
 HV1695
 HV1695                          STATION DESCRIPTION
 HV1695
 HV1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1695'THE STATION IS LOCATED ON THE S SIDEWALK OF THE NEW STONE
 HV1695'BRIDGE OVER BOUNDARY CHANNEL BETWEEN KEY BRIDGE AND MEMORIAL
 HV1695'BRIDGE.  IT IS 8.8 FEET NW OF THE BRIDGE ABUTMENT CORNER, 5
 HV1695'FEET N OF THE S RAILING, AND 1.6 FEET S OF THE CURB.  THE
 HV1695'DISK IS IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED DC VA
 HV1695'BOUNDARY WITNESS MARK NO 6 1946.  IT IS A BRONZE STATION DISK.
 HV1695'
 HV1695'REFERENCE MARK 1 IS 8.04 FEET SE OF THE STATION AND 0.6 FOOT
 HV1695'NW OF THE BRIDGE ABUTMENT CORNER.  IT IS A BRONZE REFERENCE
 HV1695'DISK SET IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED DC
 HV1695'VA BOUNDARY NO 1 1946 WITNESS.
 HV1695'
 HV1695'REFERENCE MARK 2 IS 10.37 FEET SW OF THE STATION, 5 FEET E OF THE
 HV1695'RAIL-CORNER, AND 0.6 FOOT N OF THE S RAILING.  THE DISK IS IN A
 HV1695'DRILL HOLE IN THE SIDEWALK AND IS STAMPED DC VA BOUNDARY NO 2
 HV1695'1946 WITNESS.  IT IS A BRONZE REFERENCE DISK.
 HV1695'
 HV1695'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1695
 HV1695                          STATION RECOVERY (1946)
 HV1695
 HV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1695'0.9 MI SE FROM ROSSLYN.
 HV1695'0.9 MILE SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1695'THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN, APPROXIMATELY 300.0
 HV1695'FEET SOUTH OF THE JUNCTION OF LITTLE RIVER AND BOUNDARY CHANNEL,
 HV1695'AT THE LEE BOULEVARD (U.S. HIGHWAY NO. 50) BRIDGE OVER BOUNDARY
 HV1695'CHANNEL, 43.1 FEET EAST OF THE WEST END OF THE BRIDGE, 2.0 FEET
 HV1695'SOUTH OF THE NORTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE
 HV1695'OF THE BRIDGE, SET IN THE SIDEWALK.
 HV1695
 HV1695                          STATION RECOVERY (1947)
 HV1695
 HV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1695'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV1695'THE MARKS WERE RESTAMPED AND NOW READ DC VA BOUNDARY WITNESS
 HV1695'MARK NO 6 1946, DC VA BOUNDARY NO 1 1946 WITNESS, AND DC VA
 HV1695'BOUNDARY NO 2 1946 WITNESS.
 HV1695
 HV1695                          STATION RECOVERY (1948)
 HV1695
 HV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1695'STATION RECOVERED IN GOOD CONDITION.
 HV1695'
 HV1695'THE 1946 DESCRIPTION AND THE 1947 RECOVERY NOTE ARE ADEQUATE.
 HV1695
 HV1695                          STATION RECOVERY (1960)
 HV1695
 HV1695'RECOVERY NOTE BY MADDOX AND HOPKINS SURVEYORS 1960
 HV1695'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 HV1695'AS DESCRIBED.
 HV1695
 HV1695                          STATION RECOVERY (1960)
 HV1695
 HV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV1695'RECOVERED IN GOOD CONDITION.
 HV1695
 HV1695                          STATION RECOVERY (1966)
 HV1695
 HV1695'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (CJM)
 HV1695'RECOVERED BY DELOUW CATHER CO
 HV1695'
 HV1695'DC VA BOUNDARY WIT MARK NO 6-GOOD CONDITION TIES AS INDICATED.
 HV1695
 HV1695                          STATION RECOVERY (1992)
 HV1695
 HV1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV1695'0.7 KM (0.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM THE
 HV1695'SOUTHWEST END OF THE MEMORIAL BRIDGE IN ARLINGTON, IN THE NORTHWEST
 HV1695'END OF THE SOUTHWEST SIDEWALK OF THE NORTHBOUND HIGHWAY BRIDGE
 HV1695'SPANNING THE BOUNDARY CHANNEL, 26.1 M (85.6 FT) SOUTHWEST OF THE
 HV1695'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0 FT)
 HV1695'SOUTHEAST OF THE NORTHWEST END OF THE SIDEWALK, AND LEVEL WITH THE
 HV1695'HIGHWAY.
 HV1695
 HV1695                          STATION RECOVERY (2002)
 HV1695
 HV1695'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1698 ***********************************************************************
 HV1698  DESIGNATION -  BOUNDARY WITNESS MK 5 DC VA
 HV1698  PID         -  HV1698
 HV1698  STATE/COUNTY-  VA/ARLINGTON
 HV1698  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1698
 HV1698                         *CURRENT SURVEY CONTROL
 HV1698  ___________________________________________________________________
 HV1698* NAD 83(1993)-  38 54 01.46845(N)    077 04 09.09729(W)     ADJUSTED  
 HV1698* NAVD 88     -         2.721  (meters)       8.93   (feet)  ADJUSTED  
 HV1698  ___________________________________________________________________
 HV1698  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 HV1698  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV1698  DYNAMIC HT  -           2.720 (meters)       8.92  (feet)  COMP
 HV1698  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 HV1698
 HV1698  HORZ ORDER  -  THIRD
 HV1698  VERT ORDER  -  SECOND    CLASS 0
 HV1698
 HV1698.The horizontal coordinates were established by classical geodetic methods
 HV1698.and adjusted by the National Geodetic Survey in November 1994..
 HV1698
 HV1698.The orthometric height was determined by differential leveling
 HV1698.and adjusted by the National Geodetic Survey in June 1991..
 HV1698
 HV1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1698
 HV1698.The geoid height was determined by GEOID03.
 HV1698
 HV1698.The dynamic height is computed by dividing the NAVD 88
 HV1698.geopotential number by the normal gravity value computed on the
 HV1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1698.degrees latitude (g = 980.6199 gals.).
 HV1698
 HV1698.The modeled gravity was interpolated from observed gravity values.
 HV1698
 HV1698;                    North         East     Units Scale Factor Converg.
 HV1698;SPC VA N     - 2,137,912.619 3,624,109.251   MT  0.99996054   +0 53 34.8
 HV1698;SPC VA N     - 7,014,134.98 11,890,098.43   sFT  0.99996054   +0 53 34.8
 HV1698;SPC MD       -   136,952.857   393,997.907   MT  0.99994994   -0 02 36.3
 HV1698;SPC MD       -   449,319.50  1,292,641.47   sFT  0.99994994   -0 02 36.3
 HV1698;UTM  18      - 4,307,759.989   320,565.650   MT  0.99999647   -1 17 59.0
 HV1698
 HV1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1698!SPC VA N     -   1.00000459  x   0.99996054  =   0.99996513
 HV1698!SPC MD       -   1.00000459  x   0.99994994  =   0.99995453
 HV1698!UTM  18      -   1.00000459  x   0.99999647  =   1.00000106
 HV1698
 HV1698|---------------------------------------------------------------------|
 HV1698| PID    Reference Object                     Distance      Geod. Az  |
 HV1698|                                                           dddmmss.s |
 HV1698| HV4458 WASHINGTON BASE USE 1932            385.117 METERS 00150     |
 HV1698| DC6181 BOUNDARY WITNESS MK 5 DC VA RM 2      9.187 METERS 01509     |
 HV1698| DC6180 BOUNDARY WITNESS MK 5 DC VA RM 1      9.001 METERS 06454     |
 HV1698| HV4448 VIRGINIA BASE USE 1932              146.624 METERS 32510     |
 HV1698|---------------------------------------------------------------------|
 HV1698
 HV1698                          SUPERSEDED SURVEY CONTROL
 HV1698
 HV1698  NAD 83(1993)-  38 54 01.46721(N)    077 04 09.09886(W) AD(       ) 3
 HV1698  NAD 83(1986)-  38 54 01.46702(N)    077 04 09.10900(W) AD(       ) 3
 HV1698  NAD 27      -  38 54 01.06700(N)    077 04 10.18200(W) AD(       ) 3
 HV1698  NGVD 29 (??/??/??)    2.954  (m)            9.69   (f) ADJUSTED    2 0
 HV1698
 HV1698.Superseded values are not recommended for survey control.
 HV1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1698.See file dsdata.txt to determine how the superseded data were derived.
 HV1698
 HV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2056607760(NAD 83)
 HV1698_MARKER: DS = TRIANGULATION STATION DISK
 HV1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1698_STAMPING: DCVA BOUNDARY WITNESS MARK NO 5 1946
 HV1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1698+STABILITY: SURFACE MOTION
 HV1698
 HV1698  HISTORY     - Date     Condition        Report By
 HV1698  HISTORY     - 1946     MONUMENTED       CGS
 HV1698  HISTORY     - 1946     GOOD             CGS
 HV1698  HISTORY     - 1947     GOOD             CGS
 HV1698  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1698  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1698  HISTORY     - 1959     MARK NOT FOUND   CGS
 HV1698
 HV1698                          STATION DESCRIPTION
 HV1698
 HV1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV1698'THE STATION IS LOCATED ON THE VIRGINIA SIDE OF THE POTOMAC RIVER
 HV1698'ABOUT 100 YARDS S OF THE KEY BRIDGE, 65 FEET SW OF THE WATERS
 HV1698'EDGE, AND 56 FEET SW OF INTAKE PIPES ON THE OIL DOCK.  THE MARK
 HV1698'IS A CONCRETE MONUMENT PROJECTING ABOUT 30 INCHES AND MEASURING
 HV1698'8 BY 8 INCHES AT THE TOP AND 12 BY 12 INCHES AT THE BOTTOM.
 HV1698'THE DISK IS STAMPED DC VA BOUNDARY WITNESS MARK NO 5 1946.
 HV1698'
 HV1698'REFERENCE MARK 1 IS 29.53 FEET NE OF THE STATION AND 40 FEET
 HV1698'W OF THE WATERS EDGE.  IT IS A BRONZE REFERENCE DISK STAMPED
 HV1698'DC VA BOUNDARY NO 1 1946 AND IS SET IN THE TOP OF A CONCRETE
 HV1698'POST PROJECTING ABOUT 4 INCHES.
 HV1698'
 HV1698'REFERENCE MARK 2 IS 30.14 FEET N OF THE STATION AND 34 FEET
 HV1698'W OF THE WATERS EDGE.  IT IS A BRONZE REFERENCE DISK STAMPED
 HV1698'DC VA BOUNDARY NO 2 1946 AND IS SET IN THE TOP OF A CONCRETE
 HV1698'POST PROJECTING ABOUT 2 INCHES.
 HV1698'
 HV1698'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1698
 HV1698                          STATION RECOVERY (1946)
 HV1698
 HV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 HV1698'AT ROSSLYN.
 HV1698'AT ROSSLYN, NEAR THE UPSTREAM JUNCTION OF THE POTOMAC RIVER
 HV1698'AND LITTLE RIVER, 389.0 FEET EAST OF A POINT DIRECTLY UNDERNEATH
 HV1698'THE EAST EDGE OF THE FRANCIS SCOTT KEY BRIDGE, 65.5 FEET SOUTH
 HV1698'OF THE SOUTH BANK OF THE POTOMAC RIVER, 50.0 FEET SOUTH OF THE
 HV1698'EXTENSION TO EAST OF THE LINE OF THE SOUTH FACE OF THE FIRST PIER
 HV1698'OF THE BRIDGE NORTH OF THE SOUTH ABUTMENT, 61.8 FEET SOUTHEAST
 HV1698'OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO CONCRETE
 HV1698'FOUNDATIONS SUPPORTING WOODEN ANCHOR BEAMS AT FUEL LOADING DOCK,
 HV1698'SET IN THE TOP OF A CONCRETE POST PROJECTING 2.5 FEET ABOVE THE
 HV1698'GROUND.
 HV1698
 HV1698                          STATION RECOVERY (1947)
 HV1698
 HV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1698'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV1698'THE STATION MARK WAS RESTAMPED AND NOW READS DC VA BOUNDARY
 HV1698'MARK WITNESS NO 5 1946.  THE REFERENCE MARKS WERE NOT RE-STAMPED.
 HV1698
 HV1698                          STATION RECOVERY (1949)
 HV1698
 HV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (BCM)
 HV1698'R.M. 2 RECOVERED IN GOOD CONDITION.  STATION MARK AND R.M. 1 NOT
 HV1698'RECOVERED.  A NEW ROAD IS UNDER CONSTRUCTION UPRIVER UNDER KEY
 HV1698'BRIDGE.  THE TOE OF THE FILL IS ABOUT 15 FEET S OF R.M. 2,
 HV1698'WHICH WOULD PLACE THE STATION AND R.M. 1 UNDER THE FILL.
 HV1698
 HV1698                          STATION RECOVERY (1949)
 HV1698
 HV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1698'MARK NOT FOUND.
 HV1698
 HV1698                          STATION RECOVERY (1959)
 HV1698
 HV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (BFL)
 HV1698'STATION SEARCHED FOR BUT NOT FOUND.  PROBABLY LOST.  RM NO. 1 AND
 HV1698'RM NO. 2 WERE RECOVERED AS DESCRIBED.  STATION PROBABLY DESTROYED
 HV1698'OR DEEPLY COVERED BY PARKWAY FILL CONSTRUCTED SINCE STATION
 HV1698'ESTABLISHED.  DIGGING AT INTERSECTION OF ARCS FROM TWO RMS DID NOT
 HV1698'UNEARTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1669 ***********************************************************************
 HV1669  DESIGNATION -  BOUNDARY WITNESS MK 14 DC VA RM 1
 HV1669  PID         -  HV1669
 HV1669  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1669  USGS QUAD   -  ALEXANDRIA (1994)
 HV1669
 HV1669                         *CURRENT SURVEY CONTROL
 HV1669  ___________________________________________________________________
 HV1669* NAD 83(1993)-  38 47 28.69396(N)    077 02 22.26787(W)     ADJUSTED  
 HV1669* NAVD 88     -         1.718  (meters)       5.64   (feet)  ADJUSTED  
 HV1669  ___________________________________________________________________
 HV1669  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV1669  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV1669  DYNAMIC HT  -           1.717 (meters)       5.63  (feet)  COMP
 HV1669  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 HV1669
 HV1669  HORZ ORDER  -  SECOND
 HV1669  VERT ORDER  -  SECOND    CLASS 0
 HV1669
 HV1669.The horizontal coordinates were established by classical geodetic methods
 HV1669.and adjusted by the National Geodetic Survey in November 1994..
 HV1669
 HV1669.The orthometric height was determined by differential leveling
 HV1669.and adjusted by the National Geodetic Survey in June 1991..
 HV1669
 HV1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1669
 HV1669.The geoid height was determined by GEOID03.
 HV1669
 HV1669.The dynamic height is computed by dividing the NAVD 88
 HV1669.geopotential number by the normal gravity value computed on the
 HV1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1669.degrees latitude (g = 980.6199 gals.).
 HV1669
 HV1669.The modeled gravity was interpolated from observed gravity values.
 HV1669
 HV1669;                    North         East     Units Scale Factor Converg.
 HV1669;SPC VA N     - 2,125,843.297 3,626,875.725   MT  0.99995297   +0 54 41.4
 HV1669;SPC VA N     - 6,974,537.55 11,899,174.77   sFT  0.99995297   +0 54 41.4
 HV1669;SPC MD       -   124,840.014   396,566.759   MT  0.99995093   -0 01 29.3
 HV1669;SPC MD       -   409,579.28  1,301,069.44   sFT  0.99995093   -0 01 29.3
 HV1669;UTM  18      - 4,295,593.296   322,868.732   MT  0.99998637   -1 16 41.0
 HV1669
 HV1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1669!SPC VA N     -   1.00000479  x   0.99995297  =   0.99995776
 HV1669!SPC MD       -   1.00000479  x   0.99995093  =   0.99995572
 HV1669!UTM  18      -   1.00000479  x   0.99998637  =   0.99999116
 HV1669
 HV1669|---------------------------------------------------------------------|
 HV1669| PID    Reference Object                     Distance      Geod. Az  |
 HV1669|                                                           dddmmss.s |
 HV1669| HV1668 BOUNDRY MARK 14 DC VA                13.826 METERS 17637     |
 HV1669| HV4632 MASONIC PB AND PP 1931              APPROX. 2.9 KM 3081328.0 |
 HV1669|---------------------------------------------------------------------|
 HV1669
 HV1669                          SUPERSEDED SURVEY CONTROL
 HV1669
 HV1669  NAD 83(1993)-  38 47 28.69218(N)    077 02 22.26917(W) AD(       ) 2
 HV1669  NAD 83(1986)-  38 47 28.69253(N)    077 02 22.28107(W) AD(       ) 2
 HV1669  NAD 27      -  38 47 28.28200(N)    077 02 23.35700(W) AD(       ) 2
 HV1669  NGVD 29 (??/??/??)    2.018  (m)            6.62   (f) ADJUSTED    2 0
 HV1669
 HV1669.Superseded values are not recommended for survey control.
 HV1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1669.See file dsdata.txt to determine how the superseded data were derived.
 HV1669
 HV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2286995593(NAD 83)
 HV1669_MARKER: DR = REFERENCE MARK DISK
 HV1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1669_STAMPING: DC VA BOUNDARY MARK WITNESS NO 1 1946
 HV1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1669+STABILITY: SURFACE MOTION
 HV1669
 HV1669  HISTORY     - Date     Condition        Report By
 HV1669  HISTORY     - 1946     MONUMENTED       CGS
 HV1669  HISTORY     - 1947     GOOD             CGS
 HV1669  HISTORY     - 1947     GOOD             CGS
 HV1669  HISTORY     - 1948     GOOD             CGS
 HV1669  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1669  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV1669  HISTORY     - 19910101 MARK NOT FOUND   MDDNR
 HV1669  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1669
 HV1669                          STATION DESCRIPTION
 HV1669
 HV1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1669'AT ALEXANDRIA.
 HV1669'AT ALEXANDRIA, AT JONES POINT, 0.9 MILE SOUTH ALONG THE POTOMAC
 HV1669'RIVER FROM THE FOOT OF PRINCE STREET, 252.5 FEET NORTH OF THE
 HV1669'NORTHEAST CORNER OF THE FENCE AROUND THE STEEL TOWER SUPPORTING
 HV1669'THE JONES POINT NAVAGATION LIGHT WHICH IS LOCATED AT THE SOUTHEAST
 HV1669'TIP OF THE POINT, 43.0 FEET NORTH OF THE NORTH END OF THE FENCE
 HV1669'WHICH BORDERS THE SOUTH AND EAST SIDES OF THE POINT, 3.0 FEET
 HV1669'WEST OF THE EXTENSION TO THE NORTH OF THE LINE OF THE FENCE,
 HV1669'15.0 FEET WEST OF THE WEST BANK OF THE RIVER, SET IN THE TOP
 HV1669'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HV1669
 HV1669                          STATION RECOVERY (1947)
 HV1669
 HV1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 HV1669'STATION DC VA BOUNDARY WM 14 IS LOCATED ON JONES POINT WHICH IS ON
 HV1669'THE W BANK OF THE POTOMAC RIVER AND ABOUT 1/2 MILE SE OF THE CITY OF
 HV1669'ALEXANDRIA.  THE STATION IS 205 FEET N OF THE NE CORNER OF THE FENCE
 HV1669'AROUND JONES POINT NAVIGATION LIGHT.  IT IS 3.6 FEET SW OF THE N END
 HV1669'OF THE FENCE LINE ALONG W BANK OF THE POTOMAC RIVER AND IT
 HV1669'PROJECTS 2.8 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS A
 HV1669'BRONZE STATION DISK STAMPED DC VA BOUNDARY MARK NO 14 WITNESS
 HV1669'1946 AND IS SET IN THE TOP OF A CONCRETE POST.
 HV1669'
 HV1669'R.M. 1 IS 45.36 FEET N OF THE STATION AND 252.5 FEET N OF THE
 HV1669'NE CORNER OF A FENCE AROUND THE STEEL TOWER SUPPORTING THE
 HV1669'JONES POINT NAVIGATION LIGHT.  IT IS 15 FEET W OF THE W BANK
 HV1669'OF THE POTOMAC RIVER.  IT IS A BRONZE REFERENCE DISK STAMPED
 HV1669'DC VA BOUNDARY MARK NO 1 WITNESS 1946 AND IS SET IN THE TOP OF A
 HV1669'CONCRETE POST.
 HV1669
 HV1669                          STATION RECOVERY (1947)
 HV1669
 HV1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV1669'THE STATION WAS RECOVERED IN ACCORDANCE WITH THE ORIGINAL
 HV1669'DESCRIPTION WHICH WAS FOUND ADEQUATE.
 HV1669'
 HV1669'THE WORD WITNESS WAS ADDED TO THE STAMPING OF BOTH THE STATION
 HV1669'AND REFERENCE MARKS.  THEY NOW READ--
 HV1669'
 HV1669'D.C.-VA. BOUNDARY MARK NO. 14 WITNESS 1946.
 HV1669'
 HV1669'D.C.-VA. BOUNDARY MARK NO. 1 WITNESS 1946.
 HV1669
 HV1669                          STATION RECOVERY (1948)
 HV1669
 HV1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1669'2.  CHANGE R.M. 1 STAMPING FROM D.C.-VA. BOUNDARY MARK NO 1 1946
 HV1669'TO D.C.-VA. BOUNDARY WITNESS NO 1 1946.
 HV1669
 HV1669                          STATION RECOVERY (1949)
 HV1669
 HV1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1669'MARK NOT FOUND.
 HV1669
 HV1669                          STATION RECOVERY (1965)
 HV1669
 HV1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV1669'R.M. 1 COULD NOT BE RECOVERED.
 HV1669
 HV1669                          STATION RECOVERY (1991)
 HV1669
 HV1669'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV1669'RM 1 NOT RECOVERED - DISTANCE AND DIRECTION FROM BOUNDARY WITNESS MARK
 HV1669'14 PUT STATION OVER THE EDGE OF THE BANK ON THE STONE RIP RAP.  NO
 HV1669'MONUMENT WAS FOUND AT THE LOCATION.  IN QUAD 3807711-20046.
 HV1669
 HV1669                          STATION RECOVERY (1996)
 HV1669
 HV1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0439 ***********************************************************************
 HV0439  DESIGNATION -  BOUNDARY WITNESS MK 1 DC VA
 HV0439  PID         -  HV0439
 HV0439  STATE/COUNTY-  VA/ARLINGTON
 HV0439  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0439
 HV0439                         *CURRENT SURVEY CONTROL
 HV0439  ___________________________________________________________________
 HV0439* NAD 83(1993)-  38 56 03.55977(N)    077 07 11.57784(W)     ADJUSTED  
 HV0439* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV0439  ___________________________________________________________________
 HV0439  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV0439  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV0439
 HV0439  HORZ ORDER  -  SECOND
 HV0439
 HV0439.The horizontal coordinates were established by classical geodetic methods
 HV0439.and adjusted by the National Geodetic Survey in November 1994..
 HV0439
 HV0439.The orthometric height was scaled from a topographic map.
 HV0439
 HV0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0439
 HV0439.The geoid height was determined by GEOID03.
 HV0439
 HV0439;                    North         East     Units Scale Factor Converg.
 HV0439;SPC VA N     - 2,141,609.691 3,619,656.185   MT  0.99996364   +0 51 40.9
 HV0439;SPC VA N     - 7,026,264.46 11,875,488.67   sFT  0.99996364   +0 51 40.9
 HV0439;SPC MD       -   140,722.173   389,605.915   MT  0.99995037   -0 04 30.9
 HV0439;SPC MD       -   461,686.00  1,278,232.07   sFT  0.99995037   -0 04 30.9
 HV0439;UTM  18      - 4,311,624.948   316,257.149   MT  1.00001574   -1 19 57.2
 HV0439
 HV0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0439!SPC VA N     -   1.00000488  x   0.99996364  =   0.99996852
 HV0439!SPC MD       -   1.00000488  x   0.99995037  =   0.99995525
 HV0439!UTM  18      -   1.00000488  x   1.00001574  =   1.00002062
 HV0439
 HV0439:                Primary Azimuth Mark                     Grid Az
 HV0439:SPC VA N     -  FILTER 1935                              057 51 14.5
 HV0439:SPC MD       -  FILTER 1935                              058 47 26.3
 HV0439:UTM  18      -  FILTER 1935                              060 02 52.6
 HV0439
 HV0439|---------------------------------------------------------------------|
 HV0439| PID    Reference Object                     Distance      Geod. Az  |
 HV0439|                                                           dddmmss.s |
 HV0439| HV3980 FILTER 1935                         APPROX. 0.7 KM 0584255.4 |
 HV0439| HV4366 RAPID 1935                           84.562 METERS 07049     |
 HV0439| HV0165 AUX                                  93.704 METERS 12747     |
 HV0439| DE4971 BOUNDARY WITNESS MK 1 DC VA RM 1      4.234 METERS 16508     |
 HV0439| DE4972 BOUNDARY WITNESS MK 1 DC VA RM 2     14.597 METERS 32954     |
 HV0439|---------------------------------------------------------------------|
 HV0439
 HV0439                          SUPERSEDED SURVEY CONTROL
 HV0439
 HV0439  NAD 83(1993)-  38 56 03.55878(N)    077 07 11.57954(W) AD(       ) 2
 HV0439  NAD 83(1986)-  38 56 03.55865(N)    077 07 11.58946(W) AD(       ) 2
 HV0439  NAD 27      -  38 56 03.16000(N)    077 07 12.65900(W) AD(       ) 2
 HV0439
 HV0439.Superseded values are not recommended for survey control.
 HV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0439.See file dsdata.txt to determine how the superseded data were derived.
 HV0439
 HV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1625711625(NAD 83)
 HV0439_MARKER: DS = TRIANGULATION STATION DISK
 HV0439_SETTING: 66 = SET IN ROCK OUTCROP
 HV0439
 HV0439  HISTORY     - Date     Condition        Report By
 HV0439  HISTORY     - 1947     MONUMENTED       CGS
 HV0439  HISTORY     - 1947     GOOD             CGS
 HV0439  HISTORY     - 1947     GOOD             CGS
 HV0439
 HV0439                          STATION DESCRIPTION
 HV0439
 HV0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 HV0439'THE STATION IS LOCATED ON THE VIRGINIA SIDE OF THE POTOMAC
 HV0439'RIVER ABOUT 1/2 MILE UPSTREAM FROM THE CHAIN BRIDGE.  IT
 HV0439'IS JUST UPSTREAM FROM A SMALL BIGHT NEAR THE MOST PROMINENT
 HV0439'POINT EXTENDING INTO THE RIVER, 30 FEET W OF THE NEAREST
 HV0439'WATERS EDGE.  MARK IS A BRONZE STATION DISK WEDGED IN A
 HV0439'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED DC VA BOUNDARY
 HV0439'WITNESS MARK NO 1 1946.
 HV0439'
 HV0439'REFERENCE MARK 1 IS 13.89 FEET (SLOPE) S OF THE STATION AND
 HV0439'35 FEET W OF THE WATERS EDGE.  IT IS A BRONZE REFERENCE DISK
 HV0439'IN A HOLE IN THE BEDROCK AND IS STAMPED DC VA BOUNDARY WITNESS
 HV0439'NO 1 1946.  REFERENCE MARK 2 IS 47.89 FEET N OF THE STATION
 HV0439'ON A LEDGE OF ROCK.  THIS IS ALSO D.C.-VA. BOUNDARY MARK NO. 1
 HV0439'(TEMPORARY) AND WAS USED TO COMPUTE THE POSITION FOR D.C.-VA.
 HV0439'BOUNDARY WITNESS MARK NO. 1.  THE STATION IS MARKED BY A
 HV0439'(X) CROSS CHISELED IN THE ROCK LEDGE.
 HV0439'
 HV0439'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV0439
 HV0439                          STATION RECOVERY (1947)
 HV0439
 HV0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV0439'STATION WAS FOUND AS DESCRIBED.  THE DETAILED DESCRIPTION SHOULD
 HV0439'READ AS FOLLOWS--THE STATION IS LOCATED ON THE VIRGINIA
 HV0439'SIDE OF THE POTOMAC RIVER, ABOUT 1/2 MILE UPSTREAM FROM
 HV0439'THE CHAIN BRIDGE.  IT IS OPPOSITE THE UPPER END OF THE RAPIDS
 HV0439'WHERE THE RIVER IS QUITE NARROW.  A NUMBER OF ROCK OUTCROPS
 HV0439'ARE VISIBLE IN MIDSTREAM.  JUST DOWNSTREAM IS A SMALL BIGHT
 HV0439'WHOSE S SIDE IS FORMED BY THE MOST PROMINENT ROCKY POINT
 HV0439'EXTENDING INTO THE RIVER.  THE DISK IS WEDGED IN A DRILL
 HV0439'HOLE IN THE ROCK OUTCROP, ABOUT 30 (FT OR MTRS) W OF THE WATERS EDGE,
 HV0439'ABOUT 20 FEET HIGHER IN ELEVATION, AND AT THE FOOT OF A ROCK
 HV0439'CLIFF OUTCROP.  THE DISK IS STAMPED DC VA BOUNDARY WITNESS
 HV0439'MARK NO 10 1946.  TO REACH THE STATION TURN N ALONG THE
 HV0439'PAVED ROAD AT THE W END OF CHAIN BRIDGE, GO 1/2 MILE, AND
 HV0439'AFTER PASSING THE FAIRFAX-ARLINGTON COUNTY LINE
 HV0439'SIGNBOARD, LEAVE THE ROAD AND FOLLOW THE GULLEY DOWN TO
 HV0439'THE RIVER.  THEN GO DOWNSTREAM.
 HV0439'
 HV0439'REFERENCE MARK 1 IS 13.89 FEET (SLOPE) S OF THE STATION,
 HV0439'ABOUT 6 FEET HIGHER IN ELEVATION AND ABOUT 35 FEET W OF THE
 HV0439'WATERS EDGE.  THE DISK IS IN A HOLE IN THE BEDROCK AND IS
 HV0439'STAMPED DC VA BOUNDARY WITNESS NO 1 1946.
 HV0439'
 HV0439'REFERENCE MARK 2 IS 47.89 FEET N OF THE STATION ON A LEDGE
 HV0439'OF ROCK.  THIS IS ALSO D.C.-VA. BOUNDARY MARK NO. 1 (TEMPORARY)
 HV0439'AND WAS USED TO COMPUTE THE POSITION FOR D.C.-VA BOUNDARY
 HV0439'WITNESS MARK NO. 1.  THE STATION IS MARKED BY A (X) CROSS
 HV0439'CHISELED IN THE ROCK LEDGE.
 HV0439
 HV0439                          STATION RECOVERY (1947)
 HV0439
 HV0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV0439'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0463 ***********************************************************************
 HV0463  DESIGNATION -  BOUNDARY WITNESS MK 3 DC VA
 HV0463  PID         -  HV0463
 HV0463  STATE/COUNTY-  VA/ARLINGTON
 HV0463  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0463
 HV0463                         *CURRENT SURVEY CONTROL
 HV0463  ___________________________________________________________________
 HV0463* NAD 83(1993)-  38 54 39.85373(N)    077 06 02.71267(W)     ADJUSTED  
 HV0463* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV0463  ___________________________________________________________________
 HV0463  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HV0463  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV0463
 HV0463  HORZ ORDER  -  SECOND
 HV0463
 HV0463.The horizontal coordinates were established by classical geodetic methods
 HV0463.and adjusted by the National Geodetic Survey in November 1994..
 HV0463
 HV0463.The orthometric height was scaled from a topographic map.
 HV0463
 HV0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0463
 HV0463.The geoid height was determined by GEOID03.
 HV0463
 HV0463;                    North         East     Units Scale Factor Converg.
 HV0463;SPC VA N     - 2,139,053.931 3,621,353.901   MT  0.99996148   +0 52 23.9
 HV0463;SPC VA N     - 7,017,879.44 11,881,058.59   sFT  0.99996148   +0 52 23.9
 HV0463;SPC MD       -   138,139.037   391,261.608   MT  0.99995004   -0 03 47.7
 HV0463;SPC MD       -   453,211.16  1,283,664.13   sFT  0.99995004   -0 03 47.7
 HV0463;UTM  18      - 4,309,005.951   317,855.878   MT  1.00000854   -1 19 11.5
 HV0463
 HV0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0463!SPC VA N     -   1.00000489  x   0.99996148  =   0.99996637
 HV0463!SPC MD       -   1.00000489  x   0.99995004  =   0.99995493
 HV0463!UTM  18      -   1.00000489  x   1.00000854  =   1.00001343
 HV0463
 HV0463|---------------------------------------------------------------------|
 HV0463| PID    Reference Object                     Distance      Geod. Az  |
 HV0463|                                                           dddmmss.s |
 HV0463| HV3866 ROCK 2                                8.805 METERS 01823     |
 HV0463| DE4980 BOUNDARY WITNESS MK 3 DC VA RM 2      3.890 METERS 08531     |
 HV0463| DE4979 BOUNDARY WITNESS MK 3 DC VA RM 1      6.095 METERS 24803     |
 HV0463|---------------------------------------------------------------------|
 HV0463
 HV0463                          SUPERSEDED SURVEY CONTROL
 HV0463
 HV0463  NAD 83(1993)-  38 54 39.85254(N)    077 06 02.71432(W) AD(       ) 2
 HV0463  NAD 83(1986)-  38 54 39.85221(N)    077 06 02.72431(W) AD(       ) 2
 HV0463  NAD 27      -  38 54 39.45100(N)    077 06 03.79400(W) AD(       ) 2
 HV0463
 HV0463.Superseded values are not recommended for survey control.
 HV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0463.See file dsdata.txt to determine how the superseded data were derived.
 HV0463
 HV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1785609006(NAD 83)
 HV0463_MARKER: DS = TRIANGULATION STATION DISK
 HV0463_SETTING: 66 = SET IN ROCK OUTCROP
 HV0463_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HV0463
 HV0463  HISTORY     - Date     Condition        Report By
 HV0463  HISTORY     - 1946     MONUMENTED       CGS
 HV0463  HISTORY     - 1947     GOOD             CGS
 HV0463  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HV0463  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HV0463
 HV0463                          STATION DESCRIPTION
 HV0463
 HV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV0463'THE STATION IS LOCATED ON THE VIRGINIA SIDE OF THE POTOMAC,
 HV0463'1-1/2 MILES S OF THE CHAIN BRIDGE AND 20 FEET FROM THE WATERS
 HV0463'EDGE.  THE STATION IS A BRONZE STATION DISK STAMPED D.C. VA
 HV0463'BOUNDARY MARK NO 3 1946 WITNESS AND IS SET IN A DEPRESSION IN
 HV0463'OUTCROPPING BEDROCK.  A TRAVERSE WAS MADE TO ROCK 2 AND THE
 HV0463'DISTANCE FOUND TO BE 8.805 METERS.
 HV0463'
 HV0463'REFERENCE MARK 1 IS 20.00 FEET W OF THE STATION AND 40 FEET
 HV0463'W OF THE WATERS EDGE.  IT IS A BRONZE REFERENCE DISK SET IN A
 HV0463'DRILL HOLE IN A BOULDER AND IS STAMPED NO 1 1946.
 HV0463'
 HV0463'REFERENCE MARK 2 IS 12.76 FEET SE OF THE STATION AND 10 FEET
 HV0463'FROM THE WATERS EDGE.  IT IS A BRONZE REFERENCE DISK SET IN A
 HV0463'DRILL HOLE IN A BOULDER.  THE DISK IS ALSO USED AS A REFERENCE
 HV0463'MARK FOR ROCK 2 AND HAS NO STAMPING.
 HV0463'
 HV0463'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV0463
 HV0463                          STATION RECOVERY (1947)
 HV0463
 HV0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV0463'THE STATION WAS FOUND AS DESCRIBED.  THE STATION MARK WAS
 HV0463'RESTAMPED.  THE FIRST PART OF THE DESCRIPTION SHOULD READ AS
 HV0463'FOLLOWS--THE STATION IS LOCATED ON THE VIRGINIA SIDE OF THE
 HV0463'POTOMAC RIVER, ON A ROCKY POINT AT THE DOWNSTREAM END OF A DEEP
 HV0463'BIGHT IN THE RIVER BANK, 1-1/2 MILES S OF THE CHAIN BRIDGE AND
 HV0463'20 FEET FROM THE WATERS EDGE.  THERE IS A HIGH WATERFALL JUST
 HV0463'SW OF THE STATION.  THE MARK IS STAMPED DC VA BOUNDARY MARK NO
 HV0463'3 1946 WITNESS.  REFERENCE MARK 1 IS STAMPED NO 1 1946 ONLY.
 HV0463
 HV0463                          STATION RECOVERY (1947)
 HV0463
 HV0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV0463'STATION WAS RECOVERED AS DESCRIBED.  EXCEPT THAT THE DISK HAS
 HV0463'BEEN REMOVED.  BOTH REFERENCE MARKS WERE RECOVERED.
 HV0463
 HV0463                          STATION RECOVERY (1974)
 HV0463
 HV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV0463'RECOVERED AS DESCRIBED BY RM B IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3561 ***********************************************************************
 HV3561  DESIGNATION -  BOUNDARY WITNESS MK 4 DC VA
 HV3561  PID         -  HV3561
 HV3561  STATE/COUNTY-  VA/ARLINGTON
 HV3561  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3561
 HV3561                         *CURRENT SURVEY CONTROL
 HV3561  ___________________________________________________________________
 HV3561* NAD 83(1993)-  38 54 11.37638(N)    077 05 12.89134(W)     ADJUSTED  
 HV3561* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV3561  ___________________________________________________________________
 HV3561  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 HV3561  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV3561
 HV3561  HORZ ORDER  -  THIRD
 HV3561
 HV3561.The horizontal coordinates were established by classical geodetic methods
 HV3561.and adjusted by the National Geodetic Survey in November 1994..
 HV3561
 HV3561.The orthometric height was scaled from a topographic map.
 HV3561
 HV3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3561
 HV3561.The geoid height was determined by GEOID03.
 HV3561
 HV3561;                    North         East     Units Scale Factor Converg.
 HV3561;SPC VA N     - 2,138,194.294 3,622,567.574   MT  0.99996078   +0 52 55.0
 HV3561;SPC VA N     - 7,015,059.11 11,885,040.45   sFT  0.99996078   +0 52 55.0
 HV3561;SPC MD       -   137,259.687   392,461.056   MT  0.99994996   -0 03 16.4
 HV3561;SPC MD       -   450,326.16  1,287,599.31   sFT  0.99994996   -0 03 16.4
 HV3561;UTM  18      - 4,308,100.460   319,035.820   MT  1.00000326   -1 18 39.4
 HV3561
 HV3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3561!SPC VA N     -   1.00000489  x   0.99996078  =   0.99996567
 HV3561!SPC MD       -   1.00000489  x   0.99994996  =   0.99995485
 HV3561!UTM  18      -   1.00000489  x   1.00000326  =   1.00000815
 HV3561
 HV3561:                Primary Azimuth Mark                     Grid Az
 HV3561:SPC VA N     -  GEORGETOWN UNIV LOWER SPIRE              070 30 40.4
 HV3561:SPC MD       -  GEORGETOWN UNIV LOWER SPIRE              071 26 51.8
 HV3561:UTM  18      -  GEORGETOWN UNIV LOWER SPIRE              072 42 14.8
 HV3561
 HV3561|---------------------------------------------------------------------|
 HV3561| PID    Reference Object                     Distance      Geod. Az  |
 HV3561|                                                           dddmmss.s |
 HV3561| HV3961 GEORGETOWN UNIV LOWER SPIRE         APPROX. 1.3 KM 0712335.4 |
 HV3561| DC6179 BOUNDARY WITNESS MK 4 DC VA RM 2      5.649 METERS 19937     |
 HV3561| HV0308 CAMP                                412.007 METERS 2975301.6 |
 HV3561| DC6178 BOUNDARY WITNESS MK 4 DC VA RM 1      6.468 METERS 31151     |
 HV3561| HV3560 HAH                                   4.873 METERS 34153     |
 HV3561|---------------------------------------------------------------------|
 HV3561
 HV3561                          SUPERSEDED SURVEY CONTROL
 HV3561
 HV3561  NAD 83(1993)-  38 54 11.37514(N)    077 05 12.89295(W) AD(       ) 3
 HV3561  NAD 83(1986)-  38 54 11.37496(N)    077 05 12.90306(W) AD(       ) 3
 HV3561  NAD 27      -  38 54 10.97400(N)    077 05 13.97500(W) AD(       ) 3
 HV3561
 HV3561.Superseded values are not recommended for survey control.
 HV3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3561.See file dsdata.txt to determine how the superseded data were derived.
 HV3561
 HV3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1903608100(NAD 83)
 HV3561_MARKER: DS = TRIANGULATION STATION DISK
 HV3561_SETTING: 66 = SET IN ROCK OUTCROP
 HV3561_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV3561
 HV3561  HISTORY     - Date     Condition        Report By
 HV3561  HISTORY     - 1946     MONUMENTED       CGS
 HV3561  HISTORY     - 1947     GOOD             CGS
 HV3561  HISTORY     - 1947     GOOD             CGS
 HV3561  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HV3561
 HV3561                          STATION DESCRIPTION
 HV3561
 HV3561'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV3561'THE STATION IS LOCATED ABOUT 3/4 MILE ABOVE THE KEY BRIDGE ON
 HV3561'A ROCKY POINT ON THE VIRGINIA SIDE OF THE RIVER.  IT IS 4.5 FEET
 HV3561'SW OF AN IRON DRILL EMBEDDED IN THE ROCK AND 3 FEET ABOVE THE
 HV3561'HIGH-WATER MARK ON THE ROCK.  MARK IS A BRONZE STATION DISK
 HV3561'CEMENTED IN A DRILL HOLE IN THE BEDROCK.  IT IS STAMPED DC VA
 HV3561'BOUNDARY WITNESS MARK NO 4 1946.
 HV3561'
 HV3561'REFERENCE MARK 1 IS 21.21 FEET NW OF THE STATION IN A DRILL
 HV3561'HOLE IN THE BEDROCK NEAR THE EDGE OF THE RIVER BANK.  IT IS A
 HV3561'BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY NO 1 1946 WITNESS.
 HV3561'
 HV3561'REFERENCE MARK 2 IS 18.53 FEET SSW OF THE STATION AND 4 FEET
 HV3561'ABOVE THE HIGH-WATER MARK ON THE ROCK.  IT IS A BRONZE REFERENCE
 HV3561'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK.  IT IS STAMPED
 HV3561'DC VA BOUNDARY NO 2 1946 WITNESS.
 HV3561'
 HV3561'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HAH
 HV3561'(U.S.E.) AND THE DISTANCE WAS FOUND TO BE 4.877 METERS.
 HV3561
 HV3561                          STATION RECOVERY (1947)
 HV3561
 HV3561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV3561'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION SHOULD
 HV3561'HAVE THE FOLLOWING ADDED--THE STATION IS BEST REACHED FROM THE
 HV3561'PAVED HIGHWAY BY FOLLOWING DOMINION RUN DOWN-STREAM FROM THE
 HV3561'BRIDGE TO THE MOUTH OF THE RUN.  FOLLOW THE POTOMAC RIVER
 HV3561'UPSTREAM TO THE THIRD SMALL ROCKY POINT.  THE MARKS WERE
 HV3561'RE-STAMPED AND NOW READ--DC VA BOUNDARY WITNESS MARK NO 4 1946, DC
 HV3561'VA BOUNDARY NO 1 1946 WITNESS, AND DC VA BOUNDARY NO 2
 HV3561'1946 WITNESS.
 HV3561
 HV3561                          STATION RECOVERY (1947)
 HV3561
 HV3561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV3561'THE STATION WAS RECOVERED AS DESCRIBED.  STATION IS ON A SMALL
 HV3561'NARROW ROCKY POINT NORMAL TO THE SHORELINE.  IT IS NINE FEET W
 HV3561'OF THE POINT OF THE ROCK AT THE HIGH-WATER LINE, 4 FEET FROM THE
 HV3561'N EDGE OF THE ROCK AT THE HIGH-WATER LINE, AND 5 FEET FROM THE
 HV3561'S EDGE OF THE ROCK AT THE HIGH-WATER LINE.
 HV3561'
 HV3561'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 HV3561
 HV3561                          STATION RECOVERY (1974)
 HV3561
 HV3561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV3561'STATION WAS RECOVERED, THE BRASS DISC IS MISSING NOW, BUT AN
 HV3561'IMPRESSION OF THE DISC REMAINS.  THE NAME OF THE TRIBUTARY DOMINION
 HV3561'RUN IS NOW SPOUT RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4569 ***********************************************************************
 HV4569  DESIGNATION -  BOUNDARY WITNESS MK 13 DC VA
 HV4569  PID         -  HV4569
 HV4569  STATE/COUNTY-  VA/ARLINGTON
 HV4569  USGS QUAD   -  ALEXANDRIA (1994)
 HV4569
 HV4569                         *CURRENT SURVEY CONTROL
 HV4569  ___________________________________________________________________
 HV4569* NAD 83(1993)-  38 48 59.47158(N)    077 02 18.78701(W)     ADJUSTED  
 HV4569* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 HV4569  ___________________________________________________________________
 HV4569  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 HV4569  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4569
 HV4569  HORZ ORDER  -  SECOND
 HV4569  VERT ORDER  -  THIRD ? (See Below)
 HV4569
 HV4569.The horizontal coordinates were established by classical geodetic methods
 HV4569.and adjusted by the National Geodetic Survey in November 1994..
 HV4569
 HV4569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4569.The vertical order pertains to the NGVD 29 superseded value.
 HV4569
 HV4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4569
 HV4569.The geoid height was determined by GEOID03.
 HV4569
 HV4569;                    North         East     Units Scale Factor Converg.
 HV4569;SPC VA N     - 2,128,643.422 3,626,915.156   MT  0.99995440   +0 54 43.6
 HV4569;SPC VA N     - 6,983,724.29 11,899,304.14   sFT  0.99995440   +0 54 43.6
 HV4569;SPC MD       -   127,639.112   396,651.942   MT  0.99995038   -0 01 27.1
 HV4569;SPC MD       -   418,762.65  1,301,348.91   sFT  0.99995038   -0 01 27.1
 HV4569;UTM  18      - 4,298,389.960   323,015.138   MT  0.99998573   -1 16 41.4
 HV4569
 HV4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4569!SPC VA N     -   1.00000464  x   0.99995440  =   0.99995904
 HV4569!SPC MD       -   1.00000464  x   0.99995038  =   0.99995502
 HV4569!UTM  18      -   1.00000464  x   0.99998573  =   0.99999037
 HV4569
 HV4569:                Primary Azimuth Mark                     Grid Az
 HV4569:SPC VA N     -  BUZZARD PT PEPCO CENTER STACK            022 19 32.2
 HV4569:SPC MD       -  BUZZARD PT PEPCO CENTER STACK            023 15 42.9
 HV4569:UTM  18      -  BUZZARD PT PEPCO CENTER STACK            024 30 57.2
 HV4569
 HV4569|---------------------------------------------------------------------|
 HV4569| PID    Reference Object                     Distance      Geod. Az  |
 HV4569|                                                           dddmmss.s |
 HV4569| HV4665 BUZZARD PT PEPCO CENTER STACK       APPROX. 5.9 KM 0231415.8 |
 HV4569| HV4655 BELLEVUE NRL POWERHSE STK 1946      APPROX. 1.2 KM 0623600.9 |
 HV4569| HV4666 GREBLE 2                            APPROX. 2.2 KM 0631425.8 |
 HV4569| DE4978 BOUNDARY WITNESS MK 13 DC VA RM 2     5.848 METERS 25743     |
 HV4569| DE4977 BOUNDARY WITNESS MK 13 DC VA RM 1     4.850 METERS 34918     |
 HV4569|---------------------------------------------------------------------|
 HV4569
 HV4569                          SUPERSEDED SURVEY CONTROL
 HV4569
 HV4569  NAD 83(1993)-  38 48 59.46989(N)    077 02 18.78837(W) AD(       ) 2
 HV4569  NAD 83(1986)-  38 48 59.47001(N)    077 02 18.79989(W) AD(       ) 2
 HV4569  NAD 27      -  38 48 59.06400(N)    077 02 19.87800(W) AD(       ) 2
 HV4569  NGVD 29 (07/19/86)    2.89   (m)            9.5    (f) LEVELING    3  
 HV4569
 HV4569.Superseded values are not recommended for survey control.
 HV4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4569.See file dsdata.txt to determine how the superseded data were derived.
 HV4569
 HV4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2301598390(NAD 83)
 HV4569_MARKER: DS = TRIANGULATION STATION DISK
 HV4569_SETTING: 0 = UNSPECIFIED SETTING
 HV4569
 HV4569  HISTORY     - Date     Condition        Report By
 HV4569  HISTORY     - 1946     MONUMENTED       CGS
 HV4569  HISTORY     - 1947     GOOD             CGS
 HV4569  HISTORY     - 1948     GOOD             CGS
 HV4569  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HV4569  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV4569
 HV4569                          STATION DESCRIPTION
 HV4569
 HV4569'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV4569'STATION IS LOCATED ON W BANK OF POTOMAC RIVER, ABOUT 200 YARDS
 HV4569'N OF THE HERBERT BRYANT INC., FERTILIZER PLANT IN ALEXANDRIA.
 HV4569'IT IS 25 FEET E OF THE E EDGE OF A POND AND 16 FEET W OF THE
 HV4569'BREAKWATER.  IT IS A BRONZE STATION DISK STAMPED DC VA BOUNDARY
 HV4569'MARK NO 13 1946 WITNESS AND IS SET IN THE TOP OF A CONCRETE POST
 HV4569'PROJECTING ABOUT 6 INCHES.  UNDERGROUND MARK IS A BRONZE STATION
 HV4569'DISK.  REFERENCE MARK 1 IS 15.91 FEET N OF THE STATION AND 15
 HV4569'FEET W OF THE BREAKWATER.  IT IS A BRONZE REFERENCE DISK
 HV4569'STAMPED DC VA BOUNDARY NO 1 1946 WITNESS AND IS SET IN THE TOP
 HV4569'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.  REFERENCE MARK 2 IS
 HV4569'19.19 FEET W OF THE STATION AND 10 FEET E OF THE E EDGE OF THE
 HV4569'POND.  IT IS A BRONZE REFERENCE DISK STAMPED DC VA BOUNDARY
 HV4569'NO 2 1946 WITNESS AND IS SET IN THE TOP OF A CONCRETE POST
 HV4569'PROJECTING ABOUT 2 INCHES.  TO REACH THE STATION FROM THE
 HV4569'JUNCTION OF U.S. HIGHWAY 1 (S) AND MONTGOMERY STREET IN
 HV4569'ALEXANDRIA, GO E ON MONTGOMERY STREET FOR 0.3 MILE PASSING
 HV4569'UNDER AN OVERPASS, THEN TURN LEFT AND GO N PAST THE HERBERT
 HV4569'BRYANT INC. FACTORY 200 YARDS TO STATION AS DESCRIBED.
 HV4569'
 HV4569'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV4569
 HV4569                          STATION RECOVERY (1947)
 HV4569
 HV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV4569'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV4569'THE MARKS WERE RESTAMPED AND NOW READ DC VA BOUNDARY MARK NO 13
 HV4569'1946 WITNESS, DC VA BOUNDARY NO 1 1946 WITNESS, AND DC VA
 HV4569'BOUNDARY NO 2 1946 WITNESS.
 HV4569
 HV4569                          STATION RECOVERY (1948)
 HV4569
 HV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV4569'THE 1946 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 HV4569'
 HV4569'1.  CHANGE STATION DISK STAMPING FROM D.C. -VA. BOUNDARY MARK NO.
 HV4569'13 1946 TO D.C.-VA. BOUNDARY WITNESS NO. 13 1946.
 HV4569'
 HV4569'2.  ADD WITNESS TO STAMPING OF BOTH REFERENCE MARKS AFTER
 HV4569'BOUNDARY.
 HV4569
 HV4569                          STATION RECOVERY (1959)
 HV4569
 HV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 HV4569'THE STATION WAS NOT RECOVERED.  THE CONCRETE BASE, WITH THE DISK
 HV4569'REMOVED, WAS FOUND LYING ON ITS SIDE AT THE STATION SITE.
 HV4569
 HV4569                          STATION RECOVERY (1965)
 HV4569
 HV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV4569'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  TWO CONCRETE
 HV4569'POST WERE FOUND LYING IN THE VICINITY OF THE STATION LOCATION.
 HV4569'DISKS WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4570 ***********************************************************************
 HV4570  DESIGNATION -  BOUNDARY WITNESS MK 9 DC VA
 HV4570  PID         -  HV4570
 HV4570  STATE/COUNTY-  VA/ARLINGTON
 HV4570  USGS QUAD   -  ALEXANDRIA (1994)
 HV4570
 HV4570                         *CURRENT SURVEY CONTROL
 HV4570  ___________________________________________________________________
 HV4570* NAD 83(1993)-  38 51 52.72163(N)    077 02 24.49311(W)     ADJUSTED  
 HV4570* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV4570  ___________________________________________________________________
 HV4570  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 HV4570  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV4570
 HV4570  HORZ ORDER  -  SECOND
 HV4570
 HV4570.The horizontal coordinates were established by classical geodetic methods
 HV4570.and adjusted by the National Geodetic Survey in November 1994..
 HV4570
 HV4570.The orthometric height was scaled from a topographic map.
 HV4570
 HV4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4570
 HV4570.The geoid height was determined by GEOID03.
 HV4570
 HV4570;                    North         East     Units Scale Factor Converg.
 HV4570;SPC VA N     - 2,133,982.797 3,626,692.571   MT  0.99995766   +0 54 40.1
 HV4570;SPC VA N     - 7,001,241.89 11,898,573.88   sFT  0.99995766   +0 54 40.1
 HV4570;SPC MD       -   132,981.380   396,516.638   MT  0.99994987   -0 01 30.7
 HV4570;SPC MD       -   436,289.74  1,300,905.00   sFT  0.99994987   -0 01 30.7
 HV4570;UTM  18      - 4,303,734.100   322,996.838   MT  0.99998581   -1 16 49.7
 HV4570
 HV4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4570!SPC VA N     -   1.00000460  x   0.99995766  =   0.99996226
 HV4570!SPC MD       -   1.00000460  x   0.99994987  =   0.99995447
 HV4570!UTM  18      -   1.00000460  x   0.99998581  =   0.99999041
 HV4570
 HV4570:                Primary Azimuth Mark                     Grid Az
 HV4570:SPC VA N     -  BOUNDARY WITNESS MK 10 DC VA             148 18 35.2
 HV4570:SPC MD       -  BOUNDARY WITNESS MK 10 DC VA             149 14 46.0
 HV4570:UTM  18      -  BOUNDARY WITNESS MK 10 DC VA             150 30 05.0
 HV4570
 HV4570|---------------------------------------------------------------------|
 HV4570| PID    Reference Object                     Distance      Geod. Az  |
 HV4570|                                                           dddmmss.s |
 HV4570| HV1684 BOUNDARY WITNESS MK 10 DC VA        APPROX. 0.5 KM 1491315.3 |
 HV4570| DC6185 BOUNDARY WITNESS MK 9 DC VA RM 1      7.908 METERS 22728     |
 HV4570| DC6186 BOUNDARY WITNESS MK 9 DC VA RM 2      7.110 METERS 31800     |
 HV4570|---------------------------------------------------------------------|
 HV4570
 HV4570                          SUPERSEDED SURVEY CONTROL
 HV4570
 HV4570  NAD 83(1993)-  38 51 52.72020(N)    077 02 24.49455(W) AD(       ) 2
 HV4570  NAD 83(1986)-  38 51 52.72005(N)    077 02 24.50545(W) AD(       ) 2
 HV4570  NAD 27      -  38 51 52.31900(N)    077 02 25.58300(W) AD(       ) 2
 HV4570
 HV4570.Superseded values are not recommended for survey control.
 HV4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4570.See file dsdata.txt to determine how the superseded data were derived.
 HV4570
 HV4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2299703734(NAD 83)
 HV4570_MARKER: DS = TRIANGULATION STATION DISK
 HV4570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4570
 HV4570  HISTORY     - Date     Condition        Report By
 HV4570  HISTORY     - 1946     MONUMENTED       CGS
 HV4570  HISTORY     - 1947     GOOD             CGS
 HV4570  HISTORY     - 1948     GOOD             CGS
 HV4570  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HV4570  HISTORY     - 1953     MARK NOT FOUND   CGS
 HV4570
 HV4570                          STATION DESCRIPTION
 HV4570
 HV4570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 HV4570'THE STATION IS LOCATED ON GRAVELLY POINT ABOUT 100 YARDS N
 HV4570'OF ROACHES RUN WHERE IT ENTERS THE POTOMAC RIVER AND 100 YARDS
 HV4570'E OF A LOW, GRAY BUILDING.  IT IS 27 FEET FROM THE MEAN
 HV4570'HIGH-WATER POINT ALONG THE RIVERBANK.  THE MARK IS A CONCRETE
 HV4570'MONUMENT PROJECTING ABOUT 30 INCHES AND MEASURING 8 BY 8 INCHES
 HV4570'AT THE TOP AND 12 BY 12 INCHES AT THE BOTTOM.  THE DISK IS
 HV4570'STAMPED DC VA BOUNDARY MARK WITNESS NO 9 1946.
 HV4570'
 HV4570'REFERENCE MARK 1 IS 25.95 FEET W OF THE STATION AND 20 FEET
 HV4570'N OF THE RIVER BANK.  THE MARK IS FLUSH WITH THE  ROUND AND IS
 HV4570'SET IN CONCRETE.  THE DISK IS STAMPED DC VA BOUNDARY WITNESS
 HV4570'NO 1 1946 AND IS A REFERENCE DISK.
 HV4570'
 HV4570'REFERENCE MARK 2 IS 23.33 FEET N OF THE STATION.  THE MARK
 HV4570'IS FLUSH WITH THE GROUND AND IS SET IN CONCRETE.  THE DISK IS
 HV4570'STAMPED DC VA BOUNDARY NO 2 1946 WITNESS AND IS A REFERENCE DISK.
 HV4570'
 HV4570'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV4570
 HV4570                          STATION RECOVERY (1947)
 HV4570
 HV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EAD)
 HV4570'THE STATION MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS
 HV4570'ADEQUATE.  THE MARKS WERE RESTAMPED AND NOW READ DC VA BOUNDARY MARK
 HV4570'WITNESS NO 9 1946, DC VA BOUNDARY WITNESS NO 1 1946, DC VA
 HV4570'BOUNDARY NO 2 1946 WITNESS.
 HV4570
 HV4570                          STATION RECOVERY (1948)
 HV4570
 HV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV4570'STATION RECOVERED IN GOOD CONDITION.  THE 1946 DESCRIPTION AND
 HV4570'1947 RECOVERY NOTE ARE ADEQUATE WITH THE FOLLOWING CHANGE IN THE
 HV4570'1946 DESCRIPTION--
 HV4570'
 HV4570'1.  DELETE REFERENCE TO BUILDING.  BUILDING DESTROYED.
 HV4570
 HV4570                          STATION RECOVERY (1949)
 HV4570
 HV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (BCM)
 HV4570'DESTROYED.  POST, WITH DISK INTACT, WAS FOUND BROKEN OFF AT
 HV4570'A POINT ABOUT 4 INCHES BELOW BOTTOM OF FINISHED PORTION, PARTLY
 HV4570'BURIED IN SAND.  ALL BUILDINGS HAVE BEEN REMOVE.   A CONCRETE
 HV4570'SLAB MARKS THE LOCATION OF THE LOW GRAY BUILDIN  REFERRED TO IN
 HV4570'THE DESCRIPTION.  AREA IS COVERED WITH SAND FROM RIVER OVERFLOW.
 HV4570'MARK WAS LYING ON RIVERBANK NEAR DESCRIBED LOCATION.
 HV4570'
 HV4570'REFERENCE MARKS NOT RECOVERED.  AS THEY WERE FLUSH WITH THE
 HV4570'GROUND THEY ARE PROBABLY COVERED WITH SAND.
 HV4570
 HV4570                          STATION RECOVERY (1953)
 HV4570
 HV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JHB)
 HV4570'IT IS BELIEVED THAT THIS STATION HAS BEEN DESTROYED.  THE AREA
 HV4570'HAS BEEN AND IS BEING FILLED, THE SHORELINE EXTENDING MUCH
 HV4570'FARTHER INTO THE RIVER THAN PREVIOUSLY.  LOCAL INQUIRY WAS MADE
 HV4570'OF A PARK POLICE OFFICER WHO COULD RECALL NO STATION FROM HIS
 HV4570'ALMOST CONSTANT PATROLLING OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7207 ***********************************************************************
 AI7207  DESIGNATION -  BOUNDARY WITNESS MK 12 DC VA RM 3
 AI7207  PID         -  AI7207
 AI7207  STATE/COUNTY-  VA/C OF ALEXANDRIA
 AI7207  USGS QUAD   -  ALEXANDRIA (1994)
 AI7207
 AI7207                         *CURRENT SURVEY CONTROL
 AI7207  ___________________________________________________________________
 AI7207* NAD 83(1986)-  38 49 56.     (N)    077 02 24.     (W)     SCALED    
 AI7207* NAVD 88     -         1.793  (meters)       5.88   (feet)  ADJUSTED  
 AI7207  ___________________________________________________________________
 AI7207  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AI7207  DYNAMIC HT  -           1.792 (meters)       5.88  (feet)  COMP
 AI7207  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 AI7207
 AI7207  VERT ORDER  -  FIRST     CLASS II
 AI7207
 AI7207.The horizontal coordinates were scaled from a topographic map and have
 AI7207.an estimated accuracy of +/- 6 seconds.
 AI7207
 AI7207.The orthometric height was determined by differential leveling
 AI7207.and adjusted by the National Geodetic Survey in November 2000..
 AI7207.No vertical observational check was made to the station.
 AI7207
 AI7207.The geoid height was determined by GEOID03.
 AI7207
 AI7207.The dynamic height is computed by dividing the NAVD 88
 AI7207.geopotential number by the normal gravity value computed on the
 AI7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7207.degrees latitude (g = 980.6199 gals.).
 AI7207
 AI7207.The modeled gravity was interpolated from observed gravity values.
 AI7207
 AI7207;                    North         East    Units  Estimated Accuracy
 AI7207;SPC VA N     - 2,130,380.    3,626,760.      MT  (+/- 180 meters Scaled)
 AI7207
 AI7207                          SUPERSEDED SURVEY CONTROL
 AI7207
 AI7207.No superseded survey control is available for this station.
 AI7207
 AI7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ229001(NAD 83)
 AI7207_MARKER: DR = REFERENCE MARK DISK
 AI7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7207_STAMPING: DC VA BOUNDARY NO 3 1946 1965
 AI7207_MARK LOGO: CGS   
 AI7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7207+STABILITY: SURFACE MOTION
 AI7207
 AI7207  HISTORY     - Date     Condition        Report By
 AI7207  HISTORY     - 1965     MONUMENTED       CGS
 AI7207  HISTORY     - 20000801 GOOD             NGS
 AI7207
 AI7207                          STATION DESCRIPTION
 AI7207
 AI7207'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 AI7207'0.6 MILE (1.0 KM) NORTH ALONG G W PARKWAY FROM THE JUNCTION OF SLATERS
 AI7207'LANE IN ALEXANDRIA TO THE JUNCTION OF MARINA DRIVE FOR THE WASHINGTON
 AI7207'SAILING MARINA, THENCE 0.05 MILE (0.08 KM) EAST ALONG MARINA DRIVE TO
 AI7207'A Y JUNCTION, THENCE LEFT 0.2 MILE (0.3 KM) NORTHEAST ALONG PAVED ROAD
 AI7207'TO A T JUNCTION AND SECURITY GATE, THENCE 0.1 MILE (0.2 KM) EAST TO A
 AI7207'T JUNCTION, THENCE LEFT (NORTH) FOR 0.05 MILE (0.08 KM) ALONG PAVED
 AI7207'ROAD TO MARK ON LEFT AT A CONCRETE PAD WITH 3 CONCRETE FILLED STEEL
 AI7207'POLES FOR A WATER LINE.  94.0 FEET (28.7 M) SOUTHWEST OF THE EAST
 AI7207'SMALL BOAT HOIST, 43.0 FEET (13.1 M) NORTHEAST OF THE LAMP POST, 3.5
 AI7207'FEET (1.1 M) SOUTHWEST OF THE EDGE OF PARKING LOT, 41.0 FEET (12.5 M)
 AI7207'NORTHEAST OF WITNESS MK 12, 66.9 FEET (20.4 M) SOUTHEAST OF RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7208 ***********************************************************************
 AI7208  DESIGNATION -  BOUNDARY WITNESS MK 12 DC VA RM 4
 AI7208  PID         -  AI7208
 AI7208  STATE/COUNTY-  VA/C OF ALEXANDRIA
 AI7208  USGS QUAD   -  ALEXANDRIA (1994)
 AI7208
 AI7208                         *CURRENT SURVEY CONTROL
 AI7208  ___________________________________________________________________
 AI7208* NAD 83(1986)-  38 49 55.     (N)    077 02 24.     (W)     SCALED    
 AI7208* NAVD 88     -         1.884  (meters)       6.18   (feet)  ADJUSTED  
 AI7208  ___________________________________________________________________
 AI7208  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AI7208  DYNAMIC HT  -           1.883 (meters)       6.18  (feet)  COMP
 AI7208  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 AI7208
 AI7208  VERT ORDER  -  FIRST     CLASS II
 AI7208
 AI7208.The horizontal coordinates were scaled from a topographic map and have
 AI7208.an estimated accuracy of +/- 6 seconds.
 AI7208
 AI7208.The orthometric height was determined by differential leveling
 AI7208.and adjusted by the National Geodetic Survey in November 2000..
 AI7208.No vertical observational check was made to the station.
 AI7208
 AI7208.The geoid height was determined by GEOID03.
 AI7208
 AI7208.The dynamic height is computed by dividing the NAVD 88
 AI7208.geopotential number by the normal gravity value computed on the
 AI7208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7208.degrees latitude (g = 980.6199 gals.).
 AI7208
 AI7208.The modeled gravity was interpolated from observed gravity values.
 AI7208
 AI7208;                    North         East    Units  Estimated Accuracy
 AI7208;SPC VA N     - 2,130,350.    3,626,760.      MT  (+/- 180 meters Scaled)
 AI7208
 AI7208                          SUPERSEDED SURVEY CONTROL
 AI7208
 AI7208.No superseded survey control is available for this station.
 AI7208
 AI7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ229001(NAD 83)
 AI7208_MARKER: DR = REFERENCE MARK DISK
 AI7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7208_STAMPING: DC VA BOUNDARY NO 4 1946 1965
 AI7208_MARK LOGO: CGS   
 AI7208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7208+STABILITY: SURFACE MOTION
 AI7208
 AI7208  HISTORY     - Date     Condition        Report By
 AI7208  HISTORY     - 1965     MONUMENTED       CGS
 AI7208  HISTORY     - 20000801 GOOD             NGS
 AI7208
 AI7208                          STATION DESCRIPTION
 AI7208
 AI7208'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 AI7208'0.6 MILE (1.0 KM) NORTH ALONG G W PARKWAY FROM THE JUNCTION OF SLATERS
 AI7208'LANE IN ALEXANDRIA TO THE JUNCTION OF MARINA DRIVE FOR THE WASHINGTON
 AI7208'SAILING MARINA, THENCE 0.05 MILE (0.08 KM) EAST ALONG MARINA DRIVE TO
 AI7208'A Y JUNCTION, THENCE LEFT 0.2 MILE (0.3 KM) NORTHEAST ALONG PAVED ROAD
 AI7208'TO A T JUNCTION AND SECURITY GATE, THENCE 0.1 MILE (0.2 KM) EAST TO A
 AI7208'T JUNCTION, THENCE LEFT (NORTH) FOR 0.05 MILE (0.08 KM) ALONG PAVED
 AI7208'ROAD TO MARK ON LEFT, AT A BULLENTIN BOARD WITH TRASH BARRELS ON EACH
 AI7208'SIDE, AND MARK IS UNDER THE EAST ONE OF THE TWO, LIFT TRASH BARREL OUT
 AI7208'OF A WOODEN SUPPORTNG BARREL HOLDER, 63.0 FEET (19.2 M) NORTH OF LAMP
 AI7208'POST, 116.4 FEET (35.5 M) SOUTHWEST OF THE WEST ONE OF THREE BOAT
 AI7208'HOISTS, 69.0 FEET (21.0 M) WEST OF STATION NO 12, 66.9 FEET (20.4 M)
 AI7208'NORTHWEST OF RM 3 AND 3 FEET (0.9 M) SOUTHWEST OF EDGE OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2003 ***********************************************************************
 AB2003  DESIGNATION -  BOUNDARY WITNESS MK 12 DC VA RESET
 AB2003  PID         -  AB2003
 AB2003  STATE/COUNTY-  VA/C OF ALEXANDRIA
 AB2003  USGS QUAD   -  ALEXANDRIA (1994)
 AB2003
 AB2003                         *CURRENT SURVEY CONTROL
 AB2003  ___________________________________________________________________
 AB2003* NAD 83(1993)-  38 49 57.01570(N)    077 02 24.61703(W)     ADJUSTED  
 AB2003* NAVD 88     -         1.465  (meters)       4.81   (feet)  ADJUSTED  
 AB2003  ___________________________________________________________________
 AB2003  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AB2003  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AB2003  DYNAMIC HT  -           1.464 (meters)       4.80  (feet)  COMP
 AB2003  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 AB2003
 AB2003  HORZ ORDER  -  SECOND
 AB2003  VERT ORDER  -  FIRST     CLASS II
 AB2003
 AB2003.The horizontal coordinates were established by classical geodetic methods
 AB2003.and adjusted by the National Geodetic Survey in November 1994..
 AB2003
 AB2003.The orthometric height was determined by differential leveling
 AB2003.and adjusted by the National Geodetic Survey in November 2000..
 AB2003.No vertical observational check was made to the station.
 AB2003
 AB2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2003
 AB2003.The geoid height was determined by GEOID03.
 AB2003
 AB2003.The dynamic height is computed by dividing the NAVD 88
 AB2003.geopotential number by the normal gravity value computed on the
 AB2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2003.degrees latitude (g = 980.6199 gals.).
 AB2003
 AB2003.The modeled gravity was interpolated from observed gravity values.
 AB2003
 AB2003;                    North         East     Units Scale Factor Converg.
 AB2003;SPC VA N     - 2,130,415.351 3,626,746.317   MT  0.99995541   +0 54 40.0
 AB2003;SPC VA N     - 6,989,537.70 11,898,750.21   sFT  0.99995541   +0 54 40.0
 AB2003;SPC MD       -   129,413.555   396,512.081   MT  0.99995013   -0 01 30.8
 AB2003;SPC MD       -   424,584.31  1,300,890.05   sFT  0.99995013   -0 01 30.8
 AB2003;UTM  18      - 4,300,167.102   322,914.145   MT  0.99998617   -1 16 46.6
 AB2003
 AB2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2003!SPC VA N     -   1.00000481  x   0.99995541  =   0.99996022
 AB2003!SPC MD       -   1.00000481  x   0.99995013  =   0.99995494
 AB2003!UTM  18      -   1.00000481  x   0.99998617  =   0.99999098
 AB2003
 AB2003:                Primary Azimuth Mark                     Grid Az
 AB2003:SPC VA N     -  CAPITOL STATUE OF FREEDOM HEAD           022 04 48.6
 AB2003:SPC MD       -  CAPITOL STATUE OF FREEDOM HEAD           023 00 59.4
 AB2003:UTM  18      -  CAPITOL STATUE OF FREEDOM HEAD           024 16 15.2
 AB2003
 AB2003|---------------------------------------------------------------------|
 AB2003| PID    Reference Object                     Distance      Geod. Az  |
 AB2003|                                                           dddmmss.s |
 AB2003| HV4150 CAPITOL STATUE OF FREEDOM HEAD      APPROX. 6.9 KM 0225928.6 |
 AB2003| HV4665 BUZZARD PT PEPCO CENTER STACK       APPROX. 4.4 KM 0340503.8 |
 AB2003| DC6187 BOUNDARY WITNESS MK 12 DC VA RM 1     7.459 METERS 15754     |
 AB2003| AI7207 BOUNDARY WITNESS MK 12 DC VA RM 3    12.446 METERS 19618     |
 AB2003| DC6188 BOUNDARY WITNESS MK 12 DC VA RM 2     6.050 METERS 24520     |
 AB2003| AI7208 BOUNDARY WITNESS MK 12 DC VA RM 4    20.978 METERS 26551     |
 AB2003| HV4579 FOUR MILE RUN RANGE REAR LIGHT      170.831 METERS 27654     |
 AB2003| HV4597 NATIONAL AIRPORT CONTROL TOWER      APPROX. 1.9 KM 3575202.3 |
 AB2003|---------------------------------------------------------------------|
 AB2003
 AB2003                          SUPERSEDED SURVEY CONTROL
 AB2003
 AB2003  NAD 83(1993)-  38 49 57.01410(N)    077 02 24.61845(W) AD(       ) 2
 AB2003  NAD 83(1986)-  38 49 57.01411(N)    077 02 24.62973(W) AD(       ) 2
 AB2003  NAD 27      -  38 49 56.61000(N)    077 02 25.71000(W) AD(       ) 2
 AB2003
 AB2003.Superseded values are not recommended for survey control.
 AB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2003.See file dsdata.txt to determine how the superseded data were derived.
 AB2003
 AB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2291400167(NAD 83)
 AB2003_MARKER: DS = TRIANGULATION STATION DISK
 AB2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2003_SP_SET: PAVEMENT
 AB2003_STAMPING: DC VA BOUNDARY WITNESS MARK NO 12 1946 1965
 AB2003_MARK LOGO: CGS   
 AB2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2003+STABILITY: SURFACE MOTION
 AB2003
 AB2003  HISTORY     - Date     Condition        Report By
 AB2003  HISTORY     - 1965     MONUMENTED       CGS
 AB2003  HISTORY     - 20000801 GOOD             NGS
 AB2003
 AB2003                          STATION DESCRIPTION
 AB2003
 AB2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (SPH)
 AB2003'THE SURFACE STATION MARK WAS GRADED OUT BY CONSTRUCTION OF PARKING
 AB2003'LOT.  THE UNDERGROUND STATION MARK WAS RECOVERED IN APPARENT
 AB2003'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND HAVE
 AB2003'PROBABLY BEEN DESTROYED.  THE UNDERGROUND STATION MARK WAS
 AB2003'LOWERED IN SAME POSITION AND A NEW SURFACE STATION MARK,
 AB2003'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED.  THE NEW
 AB2003'SURFACE STATION MARK WAS PLUMBED OVER THE UNDERGROUND MARK.
 AB2003'A NEW DESCRIPTION FOLLOWS--
 AB2003'
 AB2003'THE STATION IS ON THE WEST BANK OF THE POTOMAC RIVER IN ALEXANDRIA,
 AB2003'VIRGINIA ABOUT 3/4 MILE SOUTH OF THE NATIONAL AIRPORT AND IS IN
 AB2003'THE CENTER OF THE NORTH END OF A BOAT PARKING LOT AT WASHINGTON
 AB2003'SAILING MARINA OPERATED BY THE U.S. DEPARTMENT OF THE INTERIOR.
 AB2003'IT IS 78-1/2 FEET SOUTH OF PIPE SUPPORTING WEST ONE OF TWO SMALL
 AB2003'BOAT HOISTS, 58 FEET SOUTHWEST OF PIPE SUPPORTING EAST ONE OF
 AB2003'TWO SMALL BOAT HOISTS, 79 FEET NORTHEAST OF LARGE LAMPPOST,
 AB2003'64 FEET SOUTHWEST OF CENTER ONE OF THREE SMALL WOODEN DOCKS
 AB2003'(AT EDGE OF RIVER), 10 FEET SOUTH OF THE SOUTH EDGE OF
 AB2003'CONCRETE APRON AND 6-1/2 FEET EAST OF WATER FIXTURE FOR
 AB2003'WASHING BOATS.  THE MONUMENT IS FLUSH WITH MACADAM AND
 AB2003'STAMPED DC VA BOUNDARY WITNESS MARK NO 12 1946 1965.
 AB2003'
 AB2003'REFERENCE MARK 3 IS 94 FEET SOUTHWEST OF THE EAST SMALL BOAT HOIST,
 AB2003'43 FEET NORTHEAST OF THE LAMPPOST, AND 3-1/2 FEET SOUTHWEST OF
 AB2003'THE EDGE OF THE MACADAM PARKING LOT.  THE MONUMENT IS FLUSH
 AB2003'AND THE DISK IS STAMPED DC VA BOUNDARY NO 3 1946 1965 WITNESS.
 AB2003'
 AB2003'REFERENCE MARK 4 IS 102 FEET SOUTHWEST OF THE WEST SMALL BOAT
 AB2003'HOIST, 63 FEET NORTH OF THE LAMPPOST, AND 3 FEET SOUTHWEST OF
 AB2003'THE EDGE OF THE MACADAM PARKING LOT.  THE MONUMENT IS FLUSH
 AB2003'AND THE DISK IS STAMPED DC VA BOUNDARY NO 3 1946 1965 WITNESS.
 AB2003
 AB2003                          STATION RECOVERY (2000)
 AB2003
 AB2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DBC)
 AB2003'0.6 MILE (1.0 KM) NORTH ALONG G W PARKWAY FROM THE JUNCTION OF SLATERS
 AB2003'LANE IN ALEXANDRIA TO THE JUNCTION OF MARINA DRIVE FOR THE WASHINGTON
 AB2003'SAILING MARINA, THENCE 0.05 MILE (0.08 KM) EAST ALONG MARINA DRIVE TO
 AB2003'A Y JUNCTION, THENCE LEFT 0.2 MILE (0.3 KM) NORTHEAST ALONG PAVED ROAD
 AB2003'TO A T JUNCTION AND SECURITY GATE, THENCE 0.1 MILE (0.2 KM) EAST TO A
 AB2003'T JUNCTION, THENCE LEFT (NORTH) FOR 0.05 MILE (0.08 KM) ALONG PAVED
 AB2003'ROAD TO MARK ON LEFT AT A CONCRETE PAD WITH 3 CONCRETE FILLED STEEL
 AB2003'POLES FOR A WATER LINE.  79.0 FEET (24.1 M) NORTHEAST OF A LIGHT POLE,
 AB2003'58.0 FEET (17.7 M) SOUTH OF NORTH EDGE OF ASPHALT ROAD, 34.0 FEET
 AB2003'(10.4 M) SOUTH OF CENTER OF A DRAIN, 74.5 FEET (22.7 M) SOUTHEAST OF
 AB2003'SOUTHEAST CORNER OF A 5X5 FOOT CONCRETE BASE SUPPORTING A ONE TON BOAT
 AB2003'HOIST, 8.0 FEET (2.4 M) EAST OF CENTER OF CONCRETE PAD, 78.0 FEET
 AB2003'(23.8 M) SOUTHWEST OF EAST END OF BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1668 ***********************************************************************
 HV1668  DESIGNATION -  BOUNDRY MARK 14 DC VA
 HV1668  PID         -  HV1668
 HV1668  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1668  USGS QUAD   -  ALEXANDRIA (1994)
 HV1668
 HV1668                         *CURRENT SURVEY CONTROL
 HV1668  ___________________________________________________________________
 HV1668* NAD 83(1993)-  38 47 28.24638(N)    077 02 22.23411(W)     ADJUSTED  
 HV1668* NAVD 88     -         2.425  (meters)       7.96   (feet)  ADJUSTED  
 HV1668  ___________________________________________________________________
 HV1668  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 HV1668  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV1668  DYNAMIC HT  -           2.423 (meters)       7.95  (feet)  COMP
 HV1668  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 HV1668
 HV1668  HORZ ORDER  -  SECOND
 HV1668  VERT ORDER  -  THIRD
 HV1668
 HV1668.The horizontal coordinates were established by classical geodetic methods
 HV1668.and adjusted by the National Geodetic Survey in November 1994..
 HV1668
 HV1668.The orthometric height was determined by differential leveling
 HV1668.and adjusted by the National Geodetic Survey in September 2004..
 HV1668.No vertical observational check was made to the station.
 HV1668.WARNING-Repeat measurements at this control monument indicate possible
 HV1668.vertical movement.
 HV1668
 HV1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1668
 HV1668.The geoid height was determined by GEOID03.
 HV1668
 HV1668.The dynamic height is computed by dividing the NAVD 88
 HV1668.geopotential number by the normal gravity value computed on the
 HV1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1668.degrees latitude (g = 980.6199 gals.).
 HV1668
 HV1668.The modeled gravity was interpolated from observed gravity values.
 HV1668
 HV1668;                    North         East     Units Scale Factor Converg.
 HV1668;SPC VA N     - 2,125,829.511 3,626,876.759   MT  0.99995297   +0 54 41.5
 HV1668;SPC VA N     - 6,974,492.32 11,899,178.17   sFT  0.99995297   +0 54 41.5
 HV1668;SPC MD       -   124,826.212   396,567.567   MT  0.99995093   -0 01 29.3
 HV1668;SPC MD       -   409,534.00  1,301,072.09   sFT  0.99995093   -0 01 29.3
 HV1668;UTM  18      - 4,295,579.479   322,869.238   MT  0.99998637   -1 16 41.0
 HV1668
 HV1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1668!SPC VA N     -   1.00000468  x   0.99995297  =   0.99995765
 HV1668!SPC MD       -   1.00000468  x   0.99995093  =   0.99995561
 HV1668!UTM  18      -   1.00000468  x   0.99998637  =   0.99999105
 HV1668
 HV1668|---------------------------------------------------------------------|
 HV1668| PID    Reference Object                     Distance      Geod. Az  |
 HV1668|                                                           dddmmss.s |
 HV1668| HV1670 DC VA BOUNDARY MK 14 RM 2            12.888 METERS 26527     |
 HV1668| HV4632 MASONIC PB AND PP 1931              APPROX. 2.9 KM 3082538.1 |
 HV1668| HV1669 BOUNDARY WITNESS MK 14 DC VA RM 1    13.826 METERS 35637     |
 HV1668|---------------------------------------------------------------------|
 HV1668
 HV1668                          SUPERSEDED SURVEY CONTROL
 HV1668
 HV1668  NAD 83(1993)-  38 47 28.24459(N)    077 02 22.23541(W) AD(       ) 2
 HV1668  NAD 83(1986)-  38 47 28.24494(N)    077 02 22.24731(W) AD(       ) 2
 HV1668  NAD 27      -  38 47 27.83400(N)    077 02 23.32300(W) AD(       ) 2
 HV1668  NAVD 88 (06/15/91)    2.472  (m)            8.11   (f) UNKNOWN     1 2
 HV1668  NGVD 29 (05/01/89)    2.710  (m)            8.89   (f) ADJUSTED    1 2
 HV1668
 HV1668.Superseded values are not recommended for survey control.
 HV1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1668.See file dsdata.txt to determine how the superseded data were derived.
 HV1668
 HV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2286995579(NAD 83)
 HV1668_MARKER: DE = TRAVERSE STATION DISK
 HV1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1668_SP_SET: CONCRETE POST
 HV1668_STAMPING: DC VA BOUNDARY 14 WITNESS 1947
 HV1668_MARK LOGO: CGS   
 HV1668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1668+STABILITY: SURFACE MOTION
 HV1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1668+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1668
 HV1668  HISTORY     - Date     Condition        Report By
 HV1668  HISTORY     - 1946     MONUMENTED       CGS
 HV1668  HISTORY     - 1947     GOOD             CGS
 HV1668  HISTORY     - 1948     GOOD             CGS
 HV1668  HISTORY     - 1958     GOOD             CGS
 HV1668  HISTORY     - 1965     GOOD             CGS
 HV1668  HISTORY     - 1974     GOOD             NGS
 HV1668  HISTORY     - 19900115 GOOD             RDA
 HV1668  HISTORY     - 19910101 GOOD             MDDNR
 HV1668  HISTORY     - 19960803 GOOD             USPSQD
 HV1668  HISTORY     - 20040219 GOOD             GEOCAC
 HV1668
 HV1668                          STATION DESCRIPTION
 HV1668
 HV1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1668'AT ALEXANDRIA.
 HV1668'AT ALEXANDRIA, AT JONES POINT, 0.9 MILE SOUTH ALONG THE POTOMAC
 HV1668'RIVER FROM THE FOOT OF PRINCE STREET, 205.0 FEET NORTH OF THE
 HV1668'NORTHEAST CORNER OF THE FENCE AROUND THE STEEL TOWER SUPPORTING
 HV1668'THE JONES POINT NAVIGATION LIGHT, 45.5 FEET SOUTH OF REFERENCE
 HV1668'MARK NO. 1, 3.6 FEET SOUTHWEST OF THE NORTH END OF THE FENCE
 HV1668'WHICH BORDERS THE SOUTH AND EAST SIDES OF THE POINT, SET IN THE
 HV1668'TOP OF A CONCRETE POST WHICH PROJECTS 2.8 FEET ABOVE THE GROUND.
 HV1668
 HV1668                          STATION RECOVERY (1947)
 HV1668
 HV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 HV1668'STATION DC VA BOUNDARY WM 14 IS LOCATED ON JONES POINT WHICH IS ON
 HV1668'THE W BANK OF THE POTOMAC RIVER AND ABOUT 1/2 MILE SE OF THE CITY OF
 HV1668'ALEXANDRIA.  THE STATION IS 205 FEET N OF THE NE CORNER OF THE FENCE
 HV1668'AROUND JONES POINT NAVIGATION LIGHT.  IT IS 3.6 FEET SW OF THE N END
 HV1668'OF THE FENCE LINE ALONG W BANK OF THE POTOMAC RIVER AND IT
 HV1668'PROJECTS 2.8 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS A
 HV1668'BRONZE STATION DISK STAMPED DC VA BOUNDARY MARK NO 14 WITNESS
 HV1668'1946 AND IS SET IN THE TOP OF A CONCRETE POST.
 HV1668'
 HV1668'R.M. 1 IS 45.36 FEET N OF THE STATION AND 252.5 FEET N OF THE
 HV1668'NE CORNER OF A FENCE AROUND THE STEEL TOWER SUPPORTING THE
 HV1668'JONES POINT NAVIGATION LIGHT.  IT IS 15 FEET W OF THE W BANK
 HV1668'OF THE POTOMAC RIVER.  IT IS A BRONZE REFERENCE DISK STAMPED
 HV1668'DC VA BOUNDARY MARK NO 1 WITNESS 1946 AND IS SET IN THE TOP OF A
 HV1668'CONCRETE POST.
 HV1668'
 HV1668'R.M. 2 IS 42.28 FEET W OF THE STATION AND IS 204.5 FEET N OF
 HV1668'THE CENTER OF THE N FACE OF THE FENCE WHICH IS AROUND THE STEEL
 HV1668'TOWER SUPPORTING THE JONES POINT RIGHT NAVIGATION LIGHT.  IT IS
 HV1668'45.2 FEET W OF THE N END OF THE FENCE ALONG THE W BANK OF THE
 HV1668'POTOMAC RIVER.  IT IS A BRONZE REFERENCE DISK STAMPED DC VA
 HV1668'BOUNDARY MARK NO 2 1946 AND IS SET IN CONCRETE FLUSH WITH THE
 HV1668'GROUND.
 HV1668'
 HV1668'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HV1668
 HV1668                          STATION RECOVERY (1948)
 HV1668
 HV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV1668'STATION RECOVERED IN GOOD CONDITION.  THE 1947 DESCRIPTION
 HV1668'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 HV1668'
 HV1668'1.  CHANGE STATION MARK STAMPING FROM D.C.-VA. BOUNDARY MARK
 HV1668'NO. 14 1946 TO C.D.-VA. BOUNDARY WITNESS NO. 14 1947.
 HV1668'
 HV1668'2.  CHANGE R.M. 1 STAMPING FROM D.C.-VA. BOUNDARY MARK NO 1 1946
 HV1668'TO D.C.-VA. BOUNDARY WITNESS NO 1 1946.
 HV1668'
 HV1668'3.  CHANGE R.M. 2 STAMPDING FROM D.C.-VA. BOUNDARY MARK NO 2 1946
 HV1668'TO D.C.-VA. BOUNDARY NO 2 1947.
 HV1668
 HV1668                          STATION RECOVERY (1958)
 HV1668
 HV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HV1668'RECOVERED IN GOOD CONDITION.
 HV1668
 HV1668                          STATION RECOVERY (1965)
 HV1668
 HV1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV1668'STATION AND R.M. 2 WERE RECOVERED AS DESCRIBED, R.M. 1 COULD NOT
 HV1668'BE RECOVERED.  DISK IS STAMPED DC VA BOUNDARY WITNESS 14 1947
 HV1668'(NOT 46 AS PREVIOUS DESCRIPTION STATES)
 HV1668
 HV1668                          STATION RECOVERY (1974)
 HV1668
 HV1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV1668'STATION RECOVERED AS DESCRIBED.  REFERENCE MARKS NOT SEARCHED FOR.
 HV1668'
 HV1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALEXANDRIA.
 HV1668
 HV1668                          STATION RECOVERY (1990)
 HV1668
 HV1668'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1668'RECOVERED IN GOOD CONDITION.
 HV1668
 HV1668                          STATION RECOVERY (1991)
 HV1668
 HV1668'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV1668'DC VA BOUNDARY WITNESS 1947 RECOVERED PROJECTING 50 CM ABOUT 1 M (3.3
 HV1668'FT) SW OF A 2 1/2 FROM AN OLD FENCE THAT LEANS TO THE NORTH. JONES A
 HV1668'BEARS 192 M, (629.9 FT) JONES 2 202 1/2 M AND THE SE CORNER OF THE
 HV1668'BASE OF THE WILSON BRIDGE DRAW SPAM BEARS 051 M.  (167.3 FT) IN QUAD
 HV1668'3807711-20047.
 HV1668
 HV1668                          STATION RECOVERY (1996)
 HV1668
 HV1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1668'RECOVERED IN GOOD CONDITION.
 HV1668
 HV1668                          STATION RECOVERY (2004)
 HV1668
 HV1668'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV1668'REFERENCE MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2243 ***********************************************************************
 GW2243  DESIGNATION -  BOVA
 GW2243  PID         -  GW2243
 GW2243  STATE/COUNTY-  VA/BOTETOURT
 GW2243  USGS QUAD   -  DALEVILLE (1978)
 GW2243
 GW2243                         *CURRENT SURVEY CONTROL
 GW2243  ___________________________________________________________________
 GW2243* NAD 83(1993)-  37 25 24.86536(N)    079 53 16.48659(W)     ADJUSTED  
 GW2243* NAVD 88     -       473.2    (meters)    1552.     (feet)  VERTCON   
 GW2243  ___________________________________________________________________
 GW2243  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GW2243  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW2243
 GW2243  HORZ ORDER  -  SECOND
 GW2243
 GW2243.The horizontal coordinates were established by classical geodetic methods
 GW2243.and adjusted by the National Geodetic Survey in September 1995..
 GW2243
 GW2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2243
 GW2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2243
 GW2243.The geoid height was determined by GEOID03.
 GW2243
 GW2243;                    North         East     Units Scale Factor Converg.
 GW2243;SPC VA S     - 1,121,892.428 3,377,159.282   MT  0.99994588   -0 50 32.5
 GW2243;SPC VA S     - 3,680,742.07 11,079,896.74   sFT  0.99994588   -0 50 32.5
 GW2243;UTM  17      - 4,142,442.825   598,399.186   MT  0.99971927   +0 40 33.1
 GW2243
 GW2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2243!SPC VA S     -   0.99993083  x   0.99994588  =   0.99987671
 GW2243!UTM  17      -   0.99993083  x   0.99971927  =   0.99965012
 GW2243
 GW2243|---------------------------------------------------------------------|
 GW2243| PID    Reference Object                     Distance      Geod. Az  |
 GW2243|                                                           dddmmss.s |
 GW2243| DC3870 BOVA RM 1                             9.501 METERS 08353     |
 GW2243| GW1510 POLE                                APPROX. 1.7 KM 3012514.2 |
 GW2243|---------------------------------------------------------------------|
 GW2243
 GW2243                          SUPERSEDED SURVEY CONTROL
 GW2243
 GW2243  NAD 83(1993)-  37 25 24.86568(N)    079 53 16.48611(W) AD(       ) 2
 GW2243  NAD 83(1986)-  37 25 24.86641(N)    079 53 16.49944(W) AD(       ) 2
 GW2243  NAD 27      -  37 25 24.38962(N)    079 53 17.35731(W) AD(       ) 2
 GW2243  NGVD 29 (07/19/86)  473.4    (m)         1553.     (f) VERT ANG       
 GW2243
 GW2243.Superseded values are not recommended for survey control.
 GW2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2243.See file dsdata.txt to determine how the superseded data were derived.
 GW2243
 GW2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9839942443(NAD 83)
 GW2243_MARKER: DE = TRAVERSE STATION DISK
 GW2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2243
 GW2243  HISTORY     - Date     Condition        Report By
 GW2243  HISTORY     - 1964     MONUMENTED       CGS
 GW2243
 GW2243                          STATION DESCRIPTION
 GW2243
 GW2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2243'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF FINCASTLE, ABOUT
 GW2243'3-1/2 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAYS 11 AND 220,
 GW2243'ABOUT 1 MILE EAST OF TROUTVILLE AND ON THE SOUTH SIDE OF A
 GW2243'ORCHARD ON THE PROPERTY OF THE BOVA ORCHARD CO.
 GW2243'
 GW2243'TO REACH THE STATION FROM THE SCHOOL IN TROUTVILLE, GO WEST
 GW2243'ON COUNTY ROUTE T651 FOR 0.95 MILE TO A FARM ROAD ON THE LEFT
 GW2243'LEADING INTO ORCHARD, JUST AFTER PASSING TELEPHONE POLE NUMBER
 GW2243'69 AND JUST BEFORE REACHING A HOUSE ON THE LEFT, TURN SHARP
 GW2243'LEFT AND FOLLOW FARM ROAD UP HILL FOR 0.15 MILE TO A FENCE
 GW2243'LINE AND THE STATION.
 GW2243'
 GW2243'THE STATION IS 2 FEET NORTH OF A EAST-WEST FENCE.  IT IS A
 GW2243'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST WHICH
 GW2243'PROJECTS 3-INCHES AND STAMPED BOVA 1964.
 GW2243'
 GW2243'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A EAST-WEST FENCE.
 GW2243'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 GW2243'PROJECTS 4-INCHES AND STAMPED BOVA NO 1 1964.
 GW2243'
 GW2243'TRAVERSE STATION POLE WILL SERVE AS THE AZIMUTH.  SEE DESCRIPTION
 GW2243'THEREOF.
 GW2243'
 GW2243'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1695 ***********************************************************************
 GV1695  DESIGNATION -  BOW
 GV1695  PID         -  GV1695
 GV1695  STATE/COUNTY-  VA/NEW KENT
 GV1695  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1695
 GV1695                         *CURRENT SURVEY CONTROL
 GV1695  ___________________________________________________________________
 GV1695* NAD 83(1993)-  37 26 50.53263(N)    077 03 50.39528(W)     ADJUSTED  
 GV1695* NAVD 88     -         9.863  (meters)      32.36   (feet)  ADJUSTED  
 GV1695  ___________________________________________________________________
 GV1695  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 GV1695  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1695  DYNAMIC HT  -           9.856 (meters)      32.34  (feet)  COMP
 GV1695  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 GV1695
 GV1695  HORZ ORDER  -  SECOND
 GV1695  VERT ORDER  -  FIRST     CLASS II
 GV1695
 GV1695.The horizontal coordinates were established by classical geodetic methods
 GV1695.and adjusted by the National Geodetic Survey in September 1995..
 GV1695
 GV1695.The orthometric height was determined by differential leveling
 GV1695.and adjusted by the National Geodetic Survey in June 1991..
 GV1695
 GV1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1695
 GV1695.The geoid height was determined by GEOID03.
 GV1695
 GV1695.The dynamic height is computed by dividing the NAVD 88
 GV1695.geopotential number by the normal gravity value computed on the
 GV1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1695.degrees latitude (g = 980.6199 gals.).
 GV1695
 GV1695.The modeled gravity was interpolated from observed gravity values.
 GV1695
 GV1695;                    North         East     Units Scale Factor Converg.
 GV1695;SPC VA S     - 1,124,596.708 3,627,056.407   MT  0.99994637   +0 52 17.6
 GV1695;SPC VA S     - 3,689,614.37 11,899,767.56   sFT  0.99994637   +0 52 17.6
 GV1695;UTM  18      - 4,146,502.489   317,424.645   MT  1.00001061   -1 15 19.2
 GV1695
 GV1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1695!SPC VA S     -   1.00000377  x   0.99994637  =   0.99995014
 GV1695!UTM  18      -   1.00000377  x   1.00001061  =   1.00001438
 GV1695
 GV1695|---------------------------------------------------------------------|
 GV1695| PID    Reference Object                     Distance      Geod. Az  |
 GV1695|                                                           dddmmss.s |
 GV1695| GV1696 BOW RM 1                             23.094 METERS 03554     |
 GV1695| GV1697 BOW RM 2                             22.856 METERS 12046     |
 GV1695| GV1692 SCHIMINOE                           APPROX. 1.3 KM 2982809.5 |
 GV1695|---------------------------------------------------------------------|
 GV1695
 GV1695                          SUPERSEDED SURVEY CONTROL
 GV1695
 GV1695  NAD 83(1993)-  37 26 50.53240(N)    077 03 50.39547(W) AD(       ) 2
 GV1695  NAD 83(1986)-  37 26 50.53312(N)    077 03 50.40245(W) AD(       ) 2
 GV1695  NAD 27      -  37 26 50.00600(N)    077 03 51.51450(W) AD(       ) 2
 GV1695  NGVD 29 (??/??/??)   10.195  (m)           33.45   (f) ADJUSTED    1 2
 GV1695
 GV1695.Superseded values are not recommended for survey control.
 GV1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1695.See file dsdata.txt to determine how the superseded data were derived.
 GV1695
 GV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1742546502(NAD 83)
 GV1695_MARKER: DS = TRIANGULATION STATION DISK
 GV1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1695_STAMPING: BOW 1958
 GV1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1695+STABILITY: SURFACE MOTION
 GV1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1695+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1695
 GV1695  HISTORY     - Date     Condition        Report By
 GV1695  HISTORY     - 1958     MONUMENTED       CGS
 GV1695  HISTORY     - 1958     GOOD             CGS
 GV1695  HISTORY     - 1966     GOOD             CGS
 GV1695  HISTORY     - 1966     GOOD             CGS
 GV1695  HISTORY     - 1979     GOOD             NGS
 GV1695  HISTORY     - 19960310 GOOD             USPSQD
 GV1695  HISTORY     - 19970728 GOOD             VADHT
 GV1695  HISTORY     - 20001216 GOOD             USPSQD
 GV1695  HISTORY     - 20010331 GOOD             NGS
 GV1695  HISTORY     - 20050303 GOOD             USPSQD
 GV1695
 GV1695                          STATION DESCRIPTION
 GV1695
 GV1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1695'STATION IS LOCATED ABOUT 1.0 MILE WEST-NORTHWEST OF PROVIDENCE
 GV1695'FORGE AND IN THE AREA BETWEEN THE DIVIDED LANES OF U.S. HIGHWAY
 GV1695'60.
 GV1695'
 GV1695'STATION, STAMPED BOW 1958, SET FLUSH WITH THE SURFACE OF THE
 GV1695'GROUND, IS 68 FEET NORTHWEST OF A LONE PINE TREE, 65 FEET NORTH
 GV1695'OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60,
 GV1695'41 FEET NORTHEAST OF A TRIANGULAR BLAZED OAK TREE AND 34 FEET
 GV1695'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY
 GV1695'60.
 GV1695'
 GV1695'R.M. 1, STAMPED BOW NO 1 1958, PROJECTS ABOUT 3 INCHES, IS 41
 GV1695'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S.
 GV1695'HIGHWAY 60, 3 FEET NORTHEAST OF A SHEET METAL WITNESS POST, 2
 GV1695'FEET WEST OF A 6 INCH PINE TREE AND 1 FOOT BELOW THE STATION.
 GV1695'
 GV1695'R.M. 2, STAMPED BOW NO 2 1958, PROJECTS ABOUT 2 INCHES, IS
 GV1695'50 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 GV1695'U.S. HIGHWAY 60, 41 FEET SOUTH OF THE CENTERLINE OF WEST BOUND
 GV1695'LANE OF U.S. HIGHWAY 60, 23 FEET NORTHEAST OF A LONE PINE
 GV1695'TREE AND IS ABOUT 1 FOOT BELOW THE STATION
 GV1695'
 GV1695'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 608
 GV1695'AND U.S. HIGHWAY 60 IN PROVIDENCE FORGE, GO WESTERLY ON U.S.
 GV1695'HIGHWAY 60 FOR 1.1 MILES TO A ROAD ON THE RIGHT AND THE STATION
 GV1695'ON THE LEFT AS DESCRIBED.
 GV1695
 GV1695                          STATION RECOVERY (1958)
 GV1695
 GV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1695'1.1 MI NW FROM PROVIDENCE FORGE.
 GV1695'1.1 MILE NORTHWEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV1695'STATE HIGHWAY 155 AT PROVIDENCE FORGE.  THE MARK IS IN THE
 GV1695'DIVIDING STRIP BETWEEN THE TWO LANES OF U.S. HIGHWAY 60, 68 FEET
 GV1695'NORTHWEST OF A LONE PINE TREE, 65 FEET NORTH OF THE CENTERLINE
 GV1695'OF THE EAST BOUND LANE, 41 FEET NORTHEAST OF A TRIANGULAR BLAZED
 GV1695'OAK TREE AND 34 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 GV1695'LANE.  SET IN A TEN INCH SQUARE CONCRETE POST LEVEL WITH THE
 GV1695'GROUND.
 GV1695
 GV1695                          STATION RECOVERY (1966)
 GV1695
 GV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1695'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1695'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GV1695'
 GV1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE WEST
 GV1695'NORTHWEST OF PROVIDENCE FORGE
 GV1695
 GV1695                          STATION RECOVERY (1966)
 GV1695
 GV1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1695'RECOVERED IN GOOD CONDITION.
 GV1695
 GV1695                          STATION RECOVERY (1979)
 GV1695
 GV1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1695'RECOVERED IN GOOD CONDITION.
 GV1695
 GV1695                          STATION RECOVERY (1996)
 GV1695
 GV1695'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1695'RECOVERED IN GOOD CONDITION.
 GV1695
 GV1695                          STATION RECOVERY (1997)
 GV1695
 GV1695'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1997 (JCA)
 GV1695'RECOVERED AS DESCRIBED.
 GV1695
 GV1695                          STATION RECOVERY (2000)
 GV1695
 GV1695'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1695'RECOVERED IN GOOD CONDITION.
 GV1695
 GV1695                          STATION RECOVERY (2001)
 GV1695
 GV1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1695'THIS REPORT WAS SUBMITTED BY TEH US POWER SQUADRONS.
 GV1695
 GV1695                          STATION RECOVERY (2005)
 GV1695
 GV1695'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1695'STATION AND RM1 AND RM2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1696 ***********************************************************************
 GV1696  DESIGNATION -  BOW RM 1
 GV1696  PID         -  GV1696
 GV1696  STATE/COUNTY-  VA/NEW KENT
 GV1696  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1696
 GV1696                         *CURRENT SURVEY CONTROL
 GV1696  ___________________________________________________________________
 GV1696* NAD 83(1986)-  37 26 51.     (N)    077 03 50.     (W)     SCALED    
 GV1696* NAVD 88     -         9.846  (meters)      32.30   (feet)  ADJUSTED  
 GV1696  ___________________________________________________________________
 GV1696  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1696  DYNAMIC HT  -           9.840 (meters)      32.28  (feet)  COMP
 GV1696  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 GV1696
 GV1696  VERT ORDER  -  FIRST     CLASS II
 GV1696
 GV1696.The horizontal coordinates were scaled from a topographic map and have
 GV1696.an estimated accuracy of +/- 6 seconds.
 GV1696
 GV1696.The orthometric height was determined by differential leveling
 GV1696.and adjusted by the National Geodetic Survey in June 1991..
 GV1696
 GV1696.The geoid height was determined by GEOID03.
 GV1696
 GV1696.The dynamic height is computed by dividing the NAVD 88
 GV1696.geopotential number by the normal gravity value computed on the
 GV1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1696.degrees latitude (g = 980.6199 gals.).
 GV1696
 GV1696.The modeled gravity was interpolated from observed gravity values.
 GV1696
 GV1696;                    North         East    Units  Estimated Accuracy
 GV1696;SPC VA S     - 1,124,610.    3,627,070.      MT  (+/- 180 meters Scaled)
 GV1696
 GV1696                          SUPERSEDED SURVEY CONTROL
 GV1696
 GV1696  NGVD 29 (??/??/??)   10.178  (m)           33.39   (f) ADJUSTED    1 2
 GV1696
 GV1696.Superseded values are not recommended for survey control.
 GV1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1696.See file dsdata.txt to determine how the superseded data were derived.
 GV1696
 GV1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG174465(NAD 83)
 GV1696_MARKER: DR = REFERENCE MARK DISK
 GV1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1696_STAMPING: BOW NO 1 1958
 GV1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1696+STABILITY: SURFACE MOTION
 GV1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1696+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1696
 GV1696  HISTORY     - Date     Condition        Report By
 GV1696  HISTORY     - 1958     MONUMENTED       CGS
 GV1696  HISTORY     - 1966     GOOD             CGS
 GV1696  HISTORY     - 1979     GOOD             NGS
 GV1696  HISTORY     - 19960310 GOOD             USPSQD
 GV1696  HISTORY     - 20001216 GOOD             USPSQD
 GV1696  HISTORY     - 20010331 GOOD             NGS
 GV1696  HISTORY     - 20050303 GOOD             USPSQD
 GV1696
 GV1696                          STATION DESCRIPTION
 GV1696
 GV1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1696'1.1 MI NW FROM PROVIDENCE FORGE.
 GV1696'1.1 MILE NORTHWEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV1696'STATE HIGHWAY 155 AT PROVIDENCE FORGE.  THE MARK IS 41 FEET
 GV1696'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY
 GV1696'60, 3 FEET NORTHEAST OF A METAL WITNESS POST AND 2 FEET WEST
 GV1696'OF A SIX INCH PINE TREE.  SET IN TEN INCH SQUARE CONCRETE POST
 GV1696'PROJECTING 3 INCHES.
 GV1696
 GV1696                          STATION RECOVERY (1966)
 GV1696
 GV1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1696'RECOVERED IN GOOD CONDITION.
 GV1696
 GV1696                          STATION RECOVERY (1979)
 GV1696
 GV1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1696'RECOVERED IN GOOD CONDITION.
 GV1696
 GV1696                          STATION RECOVERY (1996)
 GV1696
 GV1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1696'RECOVERED IN GOOD CONDITION.
 GV1696
 GV1696                          STATION RECOVERY (2000)
 GV1696
 GV1696'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1696'RECOVERED IN GOOD CONDITION.
 GV1696
 GV1696                          STATION RECOVERY (2001)
 GV1696
 GV1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1696'THIS REPORT WAS SUBMITTED BY TEH US POWER SQUADRONS.
 GV1696
 GV1696                          STATION RECOVERY (2005)
 GV1696
 GV1696'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1697 ***********************************************************************
 GV1697  DESIGNATION -  BOW RM 2
 GV1697  PID         -  GV1697
 GV1697  STATE/COUNTY-  VA/NEW KENT
 GV1697  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1697
 GV1697                         *CURRENT SURVEY CONTROL
 GV1697  ___________________________________________________________________
 GV1697* NAD 83(1986)-  37 26 51.     (N)    077 03 50.     (W)     SCALED    
 GV1697* NAVD 88     -         9.542  (meters)      31.31   (feet)  ADJUSTED  
 GV1697  ___________________________________________________________________
 GV1697  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1697  DYNAMIC HT  -           9.536 (meters)      31.29  (feet)  COMP
 GV1697  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 GV1697
 GV1697  VERT ORDER  -  FIRST     CLASS II
 GV1697
 GV1697.The horizontal coordinates were scaled from a topographic map and have
 GV1697.an estimated accuracy of +/- 6 seconds.
 GV1697
 GV1697.The orthometric height was determined by differential leveling
 GV1697.and adjusted by the National Geodetic Survey in June 1991..
 GV1697
 GV1697.The geoid height was determined by GEOID03.
 GV1697
 GV1697.The dynamic height is computed by dividing the NAVD 88
 GV1697.geopotential number by the normal gravity value computed on the
 GV1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1697.degrees latitude (g = 980.6199 gals.).
 GV1697
 GV1697.The modeled gravity was interpolated from observed gravity values.
 GV1697
 GV1697;                    North         East    Units  Estimated Accuracy
 GV1697;SPC VA S     - 1,124,610.    3,627,070.      MT  (+/- 180 meters Scaled)
 GV1697
 GV1697                          SUPERSEDED SURVEY CONTROL
 GV1697
 GV1697  NGVD 29 (??/??/??)    9.874  (m)           32.39   (f) ADJUSTED    1 2
 GV1697
 GV1697.Superseded values are not recommended for survey control.
 GV1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1697.See file dsdata.txt to determine how the superseded data were derived.
 GV1697
 GV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG174465(NAD 83)
 GV1697_MARKER: DR = REFERENCE MARK DISK
 GV1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1697_STAMPING: BOW NO 2 1958
 GV1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1697+STABILITY: SURFACE MOTION
 GV1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1697+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1697
 GV1697  HISTORY     - Date     Condition        Report By
 GV1697  HISTORY     - 1958     MONUMENTED       CGS
 GV1697  HISTORY     - 1966     GOOD             CGS
 GV1697  HISTORY     - 1979     GOOD             NGS
 GV1697  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1697  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1697  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1697  HISTORY     - 20050303 GOOD             USPSQD
 GV1697
 GV1697                          STATION DESCRIPTION
 GV1697
 GV1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1697'1.1 MI NW FROM PROVIDENCE FORGE.
 GV1697'1.1 MILE NORTHWEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GV1697'HIGHWAY 155 AT PROVIDENCE FORGE.  THE MARK IS IN THE DIVIDING
 GV1697'STRIP BETWEEN THE TWO LANES OF U.S. HIGHWAY 60, 50 FEET NORTH OF
 GV1697'THE CENTERLINE OF THE EAST BOUND LANE, 41 FEET SOUTH OF THE
 GV1697'CENTERLINE OF THE WEST BOUND LANE AND 23 FEET NORTHEAST OF A
 GV1697'LONE PINE TREE.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING
 GV1697'2 INCHES.
 GV1697
 GV1697                          STATION RECOVERY (1966)
 GV1697
 GV1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1697'RECOVERED IN GOOD CONDITION.
 GV1697
 GV1697                          STATION RECOVERY (1979)
 GV1697
 GV1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1697'RECOVERED IN GOOD CONDITION.
 GV1697
 GV1697                          STATION RECOVERY (1996)
 GV1697
 GV1697'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1697'MARK NOT FOUND.
 GV1697
 GV1697                          STATION RECOVERY (2000)
 GV1697
 GV1697'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1697'MARK NOT FOUND.
 GV1697
 GV1697                          STATION RECOVERY (2001)
 GV1697
 GV1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1697'THIS REPORT WAS SUBMITTED BY TEH US POWER SQUADRONS.
 GV1697
 GV1697                          STATION RECOVERY (2005)
 GV1697
 GV1697'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0891 ***********************************************************************
 FW0891  DESIGNATION -  BOWDEN
 FW0891  PID         -  FW0891
 FW0891  STATE/COUNTY-  VA/NORTHAMPTON
 FW0891  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0891
 FW0891                         *CURRENT SURVEY CONTROL
 FW0891  ___________________________________________________________________
 FW0891* NAD 83(1993)-  37 10 52.96125(N)    075 49 43.81551(W)     ADJUSTED  
 FW0891* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 FW0891  ___________________________________________________________________
 FW0891  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 FW0891  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 FW0891
 FW0891  HORZ ORDER  -  SECOND
 FW0891
 FW0891.The horizontal coordinates were established by classical geodetic methods
 FW0891.and adjusted by the National Geodetic Survey in September 1995..
 FW0891
 FW0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0891
 FW0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0891
 FW0891.The geoid height was determined by GEOID03.
 FW0891
 FW0891;                    North         East     Units Scale Factor Converg.
 FW0891;SPC VA S     - 1,097,466.575 3,737,155.323   MT  0.99995065   +1 37 16.3
 FW0891;SPC VA S     - 3,600,604.92 12,260,983.76   sFT  0.99995065   +1 37 16.3
 FW0891;UTM  18      - 4,115,315.152   426,428.127   MT  0.99966668   -0 30 03.3
 FW0891
 FW0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0891!SPC VA S     -   1.00000560  x   0.99995065  =   0.99995625
 FW0891!UTM  18      -   1.00000560  x   0.99966668  =   0.99967228
 FW0891
 FW0891|---------------------------------------------------------------------|
 FW0891| PID    Reference Object                     Distance      Geod. Az  |
 FW0891|                                                           dddmmss.s |
 FW0891| DC7846 BOWDEN RM 1                          10.244 METERS 00119     |
 FW0891| FW0918 DIANE                               479.140 METERS 0271937.9 |
 FW0891| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 9.5 KM 2264619.9 |
 FW0891| DC7847 BOWDEN RM 2                          13.874 METERS 24220     |
 FW0891| FW0972 MOCKHORN ISLAND RANGE TOWER         APPROX. 7.0 KM 2854332.0 |
 FW0891|---------------------------------------------------------------------|
 FW0891
 FW0891                          SUPERSEDED SURVEY CONTROL
 FW0891
 FW0891  NAD 83(1986)-  37 10 52.96381(N)    075 49 43.85307(W) AD(       ) 2
 FW0891  NAD 27      -  37 10 52.44631(N)    075 49 45.12794(W) AD(       ) 2
 FW0891  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 FW0891
 FW0891.Superseded values are not recommended for survey control.
 FW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0891.See file dsdata.txt to determine how the superseded data were derived.
 FW0891
 FW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2642815315(NAD 83)
 FW0891_MARKER: DS = TRIANGULATION STATION DISK
 FW0891_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0891+WITH SETTING: INFORMATION.
 FW0891_SP_SET: PREFABRICATED CONCRETE POST
 FW0891
 FW0891  HISTORY     - Date     Condition        Report By
 FW0891  HISTORY     - 1962     MONUMENTED       CGS
 FW0891  HISTORY     - 1968     GOOD             CGS
 FW0891  HISTORY     - 1975     GOOD             NGS
 FW0891
 FW0891                          STATION DESCRIPTION
 FW0891
 FW0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0891'THE STATION IS LOCATED ABOUT 60 YARDS SOUTHWEST OF THE EXTREME
 FW0891'NORTH END OF SMITH ISLAND, 40 PACES EAST OF THE HIGH WATER
 FW0891'LINE ON THE BAY SIDE, AT THE ENTRANCE TO MINK ISLAND BAY
 FW0891'AT LITTLE INLET.
 FW0891'
 FW0891'THE STATION MARK IS A STANDARD DISK STAMPED BOWDEN 1962,
 FW0891'CRIMPED TO THE TOP OF A 5/8 COPPER ROD WHICH PROJECTS 4 INCHES
 FW0891'ABOVE THE GROUND SURFACE.  IT IS 1.8 FEET WEST OF A STANDARD
 FW0891'METAL WITNESS POST AND MARKER.
 FW0891'
 FW0891'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOWDEN NO 1 1962,
 FW0891'CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH PROJECTS
 FW0891'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34.9 FEET
 FW0891'NORTH-NORTHWEST OF THE STANDARD METAL WITNESS POST AND MARKER
 FW0891'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FW0891'
 FW0891'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOWDEN NO 2 1962,
 FW0891'CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH PROJECTS
 FW0891'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 47.0 FEET SOUTHWEST
 FW0891'OF THE STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT
 FW0891'1 FOOT LOWER THAN THE STATION MARK.
 FW0891'
 FW0891'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FW0891
 FW0891                          STATION RECOVERY (1968)
 FW0891
 FW0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW0891'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 FW0891'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FW0891'
 FW0891'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 FW0891
 FW0891                          STATION RECOVERY (1975)
 FW0891
 FW0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0891'STATION WAS REACHED BY USING A HELICOPTER AND IN USING GEOLOGICAL
 FW0891'QUAD SHEET SHIP SHOAL INLET VIRGINIA.
 FW0891'
 FW0891'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW0891'THIS MARK WAS FOUND TO BE 1.8 FEET WEST OF THE STEEL WITNESS POST
 FW0891'AND IS PROJECTING ABOUT 4 INCHES.
 FW0891'
 FW0891'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0891'CONDITION AND THE MARK IS 6 INCHES SOUTH OF A STEEL WITNESS POST
 FW0891'AND SIGN AND THE MARK IS PROJECTING ABOUT 2 INCHES.
 FW0891'
 FW0891'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0891'CONDITION.  IT IS 6 INCHES NORTH OF A STEEL WITNESS POST AND SIGN
 FW0891'AND THE MARK IS PROJECTING ABOUT 2 INCHES.
 FW0891'
 FW0891'THIS STATION SITE AS IT APPEARS HAS NOT CHANGED MUCH IN ANYWAY SINCE
 FW0891'IT WAS ESTABLISHED IN 1962.
 FW0891'
 FW0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 FW0891'TOWNSEND VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3491 ***********************************************************************
 FX3491  DESIGNATION -  BOWERS
 FX3491  PID         -  FX3491
 FX3491  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3491  USGS QUAD   -  BOWERS HILL (1986)
 FX3491
 FX3491                         *CURRENT SURVEY CONTROL
 FX3491  ___________________________________________________________________
 FX3491* NAD 83(1993)-  36 48 01.75331(N)    076 23 19.99124(W)     ADJUSTED  
 FX3491* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 FX3491  ___________________________________________________________________
 FX3491  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 FX3491  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3491
 FX3491  HORZ ORDER  -  SECOND
 FX3491  VERT ORDER  -  THIRD ? (See Below)
 FX3491
 FX3491.The horizontal coordinates were established by classical geodetic methods
 FX3491.and adjusted by the National Geodetic Survey in September 1995..
 FX3491
 FX3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3491.The vertical order pertains to the NGVD 29 superseded value.
 FX3491
 FX3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3491
 FX3491.The geoid height was determined by GEOID03.
 FX3491
 FX3491;                    North         East     Units Scale Factor Converg.
 FX3491;SPC VA S     - 1,053,948.670 3,688,386.750   MT  0.99999403   +1 16 52.6
 FX3491;SPC VA S     - 3,457,829.93 12,100,982.20   sFT  0.99999403   +1 16 52.6
 FX3491;UTM  18      - 4,073,639.814   376,096.760   MT  0.99978913   -0 49 55.5
 FX3491
 FX3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3491!SPC VA S     -   1.00000509  x   0.99999403  =   0.99999912
 FX3491!UTM  18      -   1.00000509  x   0.99978913  =   0.99979422
 FX3491
 FX3491|---------------------------------------------------------------------|
 FX3491| PID    Reference Object                     Distance      Geod. Az  |
 FX3491|                                                           dddmmss.s |
 FX3491| FX3493 PORTSMOUTH RAD STA KIJ 294           70.927 METERS 00056     |
 FX3491| DC8091 BOWERS RM 1                          36.031 METERS 03525     |
 FX3491| FX0299 DOUGLAS                             APPROX. 4.9 KM 0672205.5 |
 FX3491| FX2631 BOWERS RM 3                          14.416 METERS 22534     |
 FX3491| FX3490 BOWERS HILL LOOKOUT TOWER           APPROX. 2.4 KM 2344308.4 |
 FX3491| DC8090 BOWERS AZ MK                                       2523604.4 |
 FX3491| DC8092 BOWERS RM 2                          24.038 METERS 32723     |
 FX3491|---------------------------------------------------------------------|
 FX3491
 FX3491                          SUPERSEDED SURVEY CONTROL
 FX3491
 FX3491  NAD 83(1986)-  36 48 01.75757(N)    076 23 20.02580(W) AD(       ) 2
 FX3491  NAD 27      -  36 48 01.21920(N)    076 23 21.22340(W) AD(       ) 2
 FX3491  NGVD 29 (07/19/86)    4.70   (m)           15.4    (f) LEVELING    3  
 FX3491
 FX3491.Superseded values are not recommended for survey control.
 FX3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3491.See file dsdata.txt to determine how the superseded data were derived.
 FX3491
 FX3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7609773640(NAD 83)
 FX3491_MARKER: DS = TRIANGULATION STATION DISK
 FX3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3491
 FX3491  HISTORY     - Date     Condition        Report By
 FX3491  HISTORY     - 1959     MONUMENTED       CGS
 FX3491  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FX3491  HISTORY     - 1976     GOOD             NGS
 FX3491
 FX3491                          STATION DESCRIPTION
 FX3491
 FX3491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX3491'STATION IS LOCATED ABOUT 1.75 MILES NORTHEAST OF BOWERS HILL,
 FX3491'5 MILES SOUTHWEST OF THE BUSINESS DISTRICT OF PORTSMOUTH AND ON
 FX3491'THE PROPERTY OF THE VIRGINIA DIVISION OF FORESTRY.  IT IS 232.8
 FX3491'FEET SOUTHWEST OF PORTSMOUTH, RADIO STATION KIJ 294 MAST, 19 FEET
 FX3491'SOUTHWEST OF THE SOUTHWEST ANCHOR OF THE RADIO STATION MAST AND
 FX3491'10.4 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 FX3491'ABOUT 4 INCHES AND THE DISK IS STAMPED BOWERS 1959
 FX3491'
 FX3491'REFERENCE MARK NO. 1 IS 2 FEET WEST OF THE SOUTHWEST CORNER OF
 FX3491'THE FOREST SERVICE GARAGE.  THE MARK IS SET FLUSH WITH THE GROUND
 FX3491'AND THE DISK IS STAMPED BOWERS NO 1 1959.
 FX3491'
 FX3491'REFERENCE MARK NO. 2 IS 117 FEET WEST-NORTHWEST OF THE SOUTHWEST
 FX3491'CORNER OF THE FOREST SERVICE GARAGE, 108 FEET WEST-SOUTHWEST OF THE
 FX3491'NORTHWEST CORNER OF THE GARAGE AND 65 FEET WEST-NORTHWEST OF A
 FX3491'METAL WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 FX3491'DISK IS STAMPED BOWERS NO 2 1959.
 FX3491'
 FX3491'AZIMUTH MARK IS 43 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 58,
 FX3491'7 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTHWEST
 FX3491'OF POWERLINE POLE 88 AND 1.9 FEET SOUTH OF A METAL WITNESS POST.
 FX3491'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOWERS
 FX3491'1959.
 FX3491'
 FX3491'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THE VILLAGE OF
 FX3491'BOWERS HILL, GO NORTHWEST ON THE PAVED ROAD FOR 0.1 MILE TO THE
 FX3491'JUNCTION OF U.S. HIGHWAYS 460 AND 13, CONTINUE STRAIGHT AHEAD
 FX3491'CROSSING THE HIGHWAY AND GO 0.15 MILE TO THE JUNCTION OF U.S.
 FX3491'HIGHWAY 58, TURN RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 58 FOR
 FX3491'1.6 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.3
 FX3491'MILE TO VIRGINIA STATE FORESTRY HEADQUARTERS ON THE RIGHT AND
 FX3491'STATION.
 FX3491'
 FX3491'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX3491
 FX3491                          STATION RECOVERY (1962)
 FX3491
 FX3491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX3491'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 FX3491'STATION MARK WERE FOUND TO BE IN GOOD CONDITION.  THE STATION
 FX3491'MARK HAD BEEN STRUCK BY HEAVY EQUIPMENT AND THE TOP BROKEN OFF.
 FX3491'A NEW STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 FX3491'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE NEW MARK IS ABOUT
 FX3491'1 FOOT IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FX3491'STAMPED BOWERS 1959 1962.
 FX3491
 FX3491                          STATION RECOVERY (1976)
 FX3491
 FX3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FX3491'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE AZIMUTH
 FX3491'MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 FX3491'APPARENTLY BEEN DESTROYED BY CONSTRUCTION.  THE MARK WAS NO LONGER
 FX3491'VISIBLE FROM THE STATION.  THE VIRGINIA DIVISION OF FORESTRY
 FX3491'REQUESTED THAT REFERENCE MARK NO. 1 BE RELOCATED DUE TO THE
 FX3491'CONSTRUCTION OF AN ADDITION TO BUILDING SO REFERENCE MARK NO. 3
 FX3491'WAS ESTABLISHED AND REFERENCE MARK NO. 1 WAS THEN DESTROYED.  THE
 FX3491'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 FX3491'
 FX3491'REFERENCE MARK NO. 3 IS 13.5 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FX3491'OF A LARGE METAL BUILDING AND 1 FOOT NORTHEAST OF FENCE.  THE MARK
 FX3491'IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 FX3491'ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK
 FX3491'IS STAMPED BOWERS 1959 NO 3 1976.
 FX3491'
 FX3491'STATION IS 27 FEET WEST OF THE NORTHEAST CORNER OF METAL BUILDING
 FX3491'AND 7 FEET NORTHWEST OF THE NORTHWEST FACE OF BUILDING.  DUE TO
 FX3491'PILES OF BUILDING BLOCKS AND OTHER OBSTRUCTIONS THE DISTANCES TO
 FX3491'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT CHECKED.
 FX3491'
 FX3491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MILES
 FX3491'NORTHEAST OF BOWERS HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0307 ***********************************************************************
 FX0307  DESIGNATION -  BOWERS 1959 1962
 FX0307  PID         -  FX0307
 FX0307  STATE/COUNTY-  VA/C OF NORFOLK
 FX0307  USGS QUAD   -  BOWERS HILL (1986)
 FX0307
 FX0307                         *CURRENT SURVEY CONTROL
 FX0307  ___________________________________________________________________
 FX0307* NAD 83(1986)-  36 48 02.     (N)    076 23 20.     (W)     SCALED    
 FX0307* NAVD 88     -         4.366  (meters)      14.32   (feet)  POSTED    
 FX0307  ___________________________________________________________________
 FX0307  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX0307  DYNAMIC HT  -           4.360 (meters)      14.30  (feet)  COMP
 FX0307  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 FX0307
 FX0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0307
 FX0307.The horizontal coordinates were scaled from a topographic map and have
 FX0307.an estimated accuracy of +/- 6 seconds.
 FX0307
 FX0307.The orthometric height was determined by differential leveling
 FX0307.and adjusted by the National Geodetic Survey in 1992..
 FX0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0307.rate of 1.1 thru 2.0 mm/km.
 FX0307
 FX0307.The geoid height was determined by GEOID03.
 FX0307
 FX0307.The dynamic height is computed by dividing the NAVD 88
 FX0307.geopotential number by the normal gravity value computed on the
 FX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0307.degrees latitude (g = 980.6199 gals.).
 FX0307
 FX0307.The modeled gravity was interpolated from observed gravity values.
 FX0307
 FX0307;                    North         East    Units  Estimated Accuracy
 FX0307;SPC VA S     - 1,053,960.    3,688,390.      MT  (+/- 180 meters Scaled)
 FX0307
 FX0307                          SUPERSEDED SURVEY CONTROL
 FX0307
 FX0307  NGVD 29 (??/??/??)    4.57   (m)           15.0    (f) RESET       3  
 FX0307
 FX0307.Superseded values are not recommended for survey control.
 FX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0307.See file dsdata.txt to determine how the superseded data were derived.
 FX0307
 FX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83)
 FX0307_MARKER: DS = TRIANGULATION STATION DISK
 FX0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0307_STAMPING: BOWERS 1959 1962
 FX0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0307+STABILITY: SURFACE MOTION
 FX0307
 FX0307  HISTORY     - Date     Condition        Report By
 FX0307  HISTORY     - 1962     MONUMENTED       CGS
 FX0307  HISTORY     - 1967     GOOD             NGS
 FX0307
 FX0307                          STATION DESCRIPTION
 FX0307
 FX0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FX0307'2.3 MI NE FROM BOWERS HILL.
 FX0307'ABOUT 1.85 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY
 FX0307'FROM THE U.S. HIGHWAY 460 AND 13 OVERPASS OVER THE RAILWAY
 FX0307'AT BOWERS HILL, THENCE ABOUT 0.2 MILE NORTHWEST AND ACROSS
 FX0307'COUNTRY TO A RADIO TOWER AND STATION SITE, ABOUT 0.1 MILE
 FX0307'SOUTHEAST OF AND AT ABOUT A RIGHT ANGLE ACROSS U.S. HIGHWAY
 FX0307'58 FROM THE NORTHEAST ENTRANCE TO GREENLAWN MEMORIAL CEMETERY,
 FX0307'20 1/2 FEET SOUTH OF CONCRETE ANCHOR BLOCK FOR SOUTH GUY WIRE
 FX0307'FOR A RADIO TOWER, 119 1/2 FEET SOUTHWEST OF THE SOUTH CORNER
 FX0307'OF A LARGE CONCRETE BLOCK BUILDING, 118.2 FEET SOUTHWEST OF
 FX0307'R.M. 1, 78.8 FEET SOUTHEAST OF R.M. 2, 10 FEET SOUTH OF A
 FX0307'STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FX0307'ABOUT 2 INCHES ABOVE THE GROUND.  AT THE SITE OF AND ON THE
 FX0307'PROPERTY OF THE VIRGINIA DIVISION OF FORESTRY OFFICES.  TO
 FX0307'REACH-- GO ABOUT 0.3 MILE NORTHWEST ALONG A BLACKTOP ROAD
 FX0307'CROSSING U.S. HIGHWAY 460 AND 13 FROM THE POST OFFICE AT BOWERS
 FX0307'HILL, THENCE ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 58,
 FX0307'THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A ROAD INTO FOREST
 FX0307'SERVICE HEADQUARTERS.
 FX0307
 FX0307                          STATION RECOVERY (1967)
 FX0307
 FX0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0309 ***********************************************************************
 FX0309  DESIGNATION -  BOWERS AZ MK
 FX0309  PID         -  FX0309
 FX0309  STATE/COUNTY-  VA/C OF NORFOLK
 FX0309  USGS QUAD   -  BOWERS HILL (1986)
 FX0309
 FX0309                         *CURRENT SURVEY CONTROL
 FX0309  ___________________________________________________________________
 FX0309* NAD 83(1986)-  36 47 59.     (N)    076 23 36.     (W)     SCALED    
 FX0309* NAVD 88     -         4.545  (meters)      14.91   (feet)  POSTED    
 FX0309  ___________________________________________________________________
 FX0309  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 FX0309  DYNAMIC HT  -           4.540 (meters)      14.89  (feet)  COMP
 FX0309  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 FX0309
 FX0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0309
 FX0309.The horizontal coordinates were scaled from a topographic map and have
 FX0309.an estimated accuracy of +/- 6 seconds.
 FX0309
 FX0309.The orthometric height was determined by differential leveling
 FX0309.and adjusted by the National Geodetic Survey in 1992..
 FX0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0309.rate of 0.0 thru 1.0 mm/km.
 FX0309
 FX0309.The geoid height was determined by GEOID03.
 FX0309
 FX0309.The dynamic height is computed by dividing the NAVD 88
 FX0309.geopotential number by the normal gravity value computed on the
 FX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0309.degrees latitude (g = 980.6199 gals.).
 FX0309
 FX0309.The modeled gravity was interpolated from observed gravity values.
 FX0309
 FX0309;                    North         East    Units  Estimated Accuracy
 FX0309;SPC VA S     - 1,053,860.    3,687,990.      MT  (+/- 180 meters Scaled)
 FX0309
 FX0309                          SUPERSEDED SURVEY CONTROL
 FX0309
 FX0309  NGVD 29 (??/??/92)    4.805  (m)           15.76   (f) ADJ UNCH    2 0
 FX0309
 FX0309.Superseded values are not recommended for survey control.
 FX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0309.See file dsdata.txt to determine how the superseded data were derived.
 FX0309
 FX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF756735(NAD 83)
 FX0309_MARKER: DZ = AZIMUTH MARK DISK
 FX0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0309_STAMPING: BOWERS 1959
 FX0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0309+STABILITY: SURFACE MOTION
 FX0309
 FX0309  HISTORY     - Date     Condition        Report By
 FX0309  HISTORY     - 1959     MONUMENTED       CGS
 FX0309  HISTORY     - 1962     GOOD             NGS
 FX0309  HISTORY     - 1967     MARK NOT FOUND   NGS
 FX0309
 FX0309                          STATION DESCRIPTION
 FX0309
 FX0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0309'1.9 MI NE FROM BOWERS HILL.
 FX0309'ABOUT 1.65 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 FX0309'FROM THE U.S. HIGHWAY 460 AND 13 OVERPASS OVER THE RAILWAY AT
 FX0309'BOWERS HILL, THENCE ABOUT 0.25 MILE NORTHWEST ALONG A FIELD
 FX0309'ROAD TO THE JUNCTION WITH U.S. HIGHWAY 58, 0.15 MILE SOUTHWEST
 FX0309'OF THE SOUTHWEST ENTRANCE TO GREENLAWN MEMORIAL CEMETERY,
 FX0309'42 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 58, 8
 FX0309'FEET NORTHEAST OF THE CENTER LINE OF A SMALL DIRT ROAD LEADING
 FX0309'NORTHWEST, 2 1/2 FEET SOUTH OF CABLE LINE POLE 88, 4.2 FEET
 FX0309'NORTHWEST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER
 FX0309'THE DIRT ROAD LEADING NORTHWEST, 1.2 FEET SOUTHEAST OF A STEEL
 FX0309'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 FX0309'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FX0309'THE GROUND.
 FX0309
 FX0309                          STATION RECOVERY (1962)
 FX0309
 FX0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FX0309'RECOVERED IN GOOD CONDITION.
 FX0309
 FX0309                          STATION RECOVERY (1967)
 FX0309
 FX0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0306 ***********************************************************************
 FX0306  DESIGNATION -  BOWERS RM 1
 FX0306  PID         -  FX0306
 FX0306  STATE/COUNTY-  VA/C OF NORFOLK
 FX0306  USGS QUAD   -  BOWERS HILL (1986)
 FX0306
 FX0306                         *CURRENT SURVEY CONTROL
 FX0306  ___________________________________________________________________
 FX0306* NAD 83(1986)-  36 48 02.     (N)    076 23 20.     (W)     SCALED    
 FX0306* NAVD 88     -         4.520  (meters)      14.83   (feet)  POSTED    
 FX0306  ___________________________________________________________________
 FX0306  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX0306  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 FX0306  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 FX0306
 FX0306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0306
 FX0306.The horizontal coordinates were scaled from a topographic map and have
 FX0306.an estimated accuracy of +/- 6 seconds.
 FX0306
 FX0306.The orthometric height was determined by differential leveling
 FX0306.and adjusted by the National Geodetic Survey in 1992..
 FX0306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0306.rate of 0.0 thru 1.0 mm/km.
 FX0306
 FX0306.The geoid height was determined by GEOID03.
 FX0306
 FX0306.The dynamic height is computed by dividing the NAVD 88
 FX0306.geopotential number by the normal gravity value computed on the
 FX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0306.degrees latitude (g = 980.6199 gals.).
 FX0306
 FX0306.The modeled gravity was interpolated from observed gravity values.
 FX0306
 FX0306;                    North         East    Units  Estimated Accuracy
 FX0306;SPC VA S     - 1,053,960.    3,688,390.      MT  (+/- 180 meters Scaled)
 FX0306
 FX0306                          SUPERSEDED SURVEY CONTROL
 FX0306
 FX0306  NGVD 29 (??/??/92)    4.780  (m)           15.68   (f) ADJ UNCH    2 0
 FX0306
 FX0306.Superseded values are not recommended for survey control.
 FX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0306.See file dsdata.txt to determine how the superseded data were derived.
 FX0306
 FX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83)
 FX0306_MARKER: DR = REFERENCE MARK DISK
 FX0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0306_STAMPING: BOWERS NO 1 1959
 FX0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0306+STABILITY: SURFACE MOTION
 FX0306
 FX0306  HISTORY     - Date     Condition        Report By
 FX0306  HISTORY     - 1959     MONUMENTED       CGS
 FX0306  HISTORY     - 1962     GOOD             NGS
 FX0306  HISTORY     - 1967     GOOD             NGS
 FX0306
 FX0306                          STATION DESCRIPTION
 FX0306
 FX0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0306'2 MI NE FROM BOWERS HILL.
 FX0306'118.2 FEET NORTHEAST OF BOWERS DESCRIBED, 115 FEET EAST-NORTHEAST
 FX0306'OF R M 2, 2 FEET SOUTHWEST OF THE SOUTH CORNER OF A LARGE
 FX0306'CONCRETE BLOCK BUILDING USED AS A TRUCK STORAGE, ABOUT LEVEL
 FX0306'WITH THE DRIVE AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 FX0306'THE GROUND.
 FX0306
 FX0306                          STATION RECOVERY (1962)
 FX0306
 FX0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FX0306'RECOVERED IN GOOD CONDITION.
 FX0306
 FX0306                          STATION RECOVERY (1967)
 FX0306
 FX0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0308 ***********************************************************************
 FX0308  DESIGNATION -  BOWERS RM 2
 FX0308  PID         -  FX0308
 FX0308  STATE/COUNTY-  VA/C OF NORFOLK
 FX0308  USGS QUAD   -  BOWERS HILL (1986)
 FX0308
 FX0308                         *CURRENT SURVEY CONTROL
 FX0308  ___________________________________________________________________
 FX0308* NAD 83(1986)-  36 48 02.     (N)    076 23 20.     (W)     SCALED    
 FX0308* NAVD 88     -         4.510  (meters)      14.80   (feet)  POSTED    
 FX0308  ___________________________________________________________________
 FX0308  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX0308  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 FX0308  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 FX0308
 FX0308  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0308
 FX0308.The horizontal coordinates were scaled from a topographic map and have
 FX0308.an estimated accuracy of +/- 6 seconds.
 FX0308
 FX0308.The orthometric height was determined by differential leveling
 FX0308.and adjusted by the National Geodetic Survey in 1992..
 FX0308.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0308.rate of 1.1 thru 2.0 mm/km.
 FX0308
 FX0308.The geoid height was determined by GEOID03.
 FX0308
 FX0308.The dynamic height is computed by dividing the NAVD 88
 FX0308.geopotential number by the normal gravity value computed on the
 FX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0308.degrees latitude (g = 980.6199 gals.).
 FX0308
 FX0308.The modeled gravity was interpolated from observed gravity values.
 FX0308
 FX0308;                    North         East    Units  Estimated Accuracy
 FX0308;SPC VA S     - 1,053,960.    3,688,390.      MT  (+/- 180 meters Scaled)
 FX0308
 FX0308                          SUPERSEDED SURVEY CONTROL
 FX0308
 FX0308  NGVD 29 (??/??/92)    4.770  (m)           15.65   (f) ADJ UNCH    2 0
 FX0308
 FX0308.Superseded values are not recommended for survey control.
 FX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0308.See file dsdata.txt to determine how the superseded data were derived.
 FX0308
 FX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83)
 FX0308_MARKER: DR = REFERENCE MARK DISK
 FX0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0308_STAMPING: BOWERS NO 2 1959
 FX0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0308+STABILITY: SURFACE MOTION
 FX0308
 FX0308  HISTORY     - Date     Condition        Report By
 FX0308  HISTORY     - 1959     MONUMENTED       CGS
 FX0308  HISTORY     - 1962     GOOD             NGS
 FX0308  HISTORY     - 1967     GOOD             NGS
 FX0308
 FX0308                          STATION DESCRIPTION
 FX0308
 FX0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0308'2 MI NE FROM BOWERS HILL.
 FX0308'78.8 FEET NORTHWEST OF BOWERS DESCRIBED, 115 FEET WEST-SOUTHWEST
 FX0308'OF R M 1, 108 FEET SOUTHWEST OF AND ACROSS A DRIVE FROM THE
 FX0308'WEST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 102 1/2 FEET
 FX0308'SOUTH OF THE SOUTH CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 FX0308'61 1/2 FEET NORTHWEST OF ANCHOR BLOCK FOR SOUTH GUY WIRE OF
 FX0308'RADIO TOWER, ABOUT LEVEL WITH THE DRIVE, AND SET IN TOP OF A
 FX0308'CONCRETE POST PROJECTING 3 INCHES.
 FX0308
 FX0308                          STATION RECOVERY (1962)
 FX0308
 FX0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FX0308'RECOVERED IN GOOD CONDITION.
 FX0308
 FX0308                          STATION RECOVERY (1967)
 FX0308
 FX0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FX0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2631 ***********************************************************************
 FX2631  DESIGNATION -  BOWERS RM 3
 FX2631  PID         -  FX2631
 FX2631  STATE/COUNTY-  VA/C OF NORFOLK
 FX2631  USGS QUAD   -  BOWERS HILL (1986)
 FX2631
 FX2631                         *CURRENT SURVEY CONTROL
 FX2631  ___________________________________________________________________
 FX2631* NAD 83(1986)-  36 48 02.     (N)    076 23 20.     (W)     SCALED    
 FX2631* NAVD 88     -         4.24   (meters)      13.9    (feet)  RESET     
 FX2631  ___________________________________________________________________
 FX2631  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX2631
 FX2631  VERT ORDER  -  THIRD
 FX2631
 FX2631.The horizontal coordinates were scaled from a topographic map and have
 FX2631.an estimated accuracy of +/- 6 seconds.
 FX2631
 FX2631.The orthometric height was computed from unverified reset data.
 FX2631.No vertical observational check was made to the station.
 FX2631
 FX2631.The geoid height was determined by GEOID03.
 FX2631
 FX2631;                    North         East    Units  Estimated Accuracy
 FX2631;SPC VA S     - 1,053,960.    3,688,390.      MT  (+/- 180 meters Scaled)
 FX2631
 FX2631                          SUPERSEDED SURVEY CONTROL
 FX2631
 FX2631  NGVD 29 (03/21/06)    4.50   (m)           14.8    (f) RESET       3  
 FX2631
 FX2631.Superseded values are not recommended for survey control.
 FX2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2631.See file dsdata.txt to determine how the superseded data were derived.
 FX2631
 FX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83)
 FX2631_MARKER: DR = REFERENCE MARK DISK
 FX2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2631_STAMPING: BOWERS 1959 NO 3 1976
 FX2631_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2631+STABILITY: SURFACE MOTION
 FX2631
 FX2631  HISTORY     - Date     Condition        Report By
 FX2631  HISTORY     - 1976     MONUMENTED       NGS
 FX2631
 FX2631                          STATION DESCRIPTION
 FX2631
 FX2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FX2631'2.0 MI NE FROM BOWERS HILL.
 FX2631'1.85 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY
 FX2631'FROM THE U.S. HIGHWAY 460 AND 13 OVERPASS OVER THE RAILWAY
 FX2631'IN BOWERS HILL, THENCE ABOUT 0.2 MILE NORTHWEST AND ACROSS
 FX2631'COUNTRY TO A RADIO TOWER AND STATION SITE, ABOUT 0.1 MILE
 FX2631'SOUTHEAST OF AND AT ABOUT A RIGHT ANGLE ACROSS U.S. HIGHWAY
 FX2631'58 FROM THE NORTHEAST ENTRANCE TO GREENLAWN MEMORIAL CEMETERY,
 FX2631'IN VIRGINIA DIVISION OF FORESTRY PORTSMOUTH HEADQUARTERS, 47.30
 FX2631'FEET SOUTHWEST OF TRIANGULATION STATION BOWERS 1959 1962 DESCRIBED,
 FX2631'13.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF METAL BUILDING AND
 FX2631'1.0 FOOT NORTHEAST OF WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5078 ***********************************************************************
 GV5078  DESIGNATION -  BOWLERS
 GV5078  PID         -  GV5078
 GV5078  STATE/COUNTY-  VA/ESSEX
 GV5078  USGS QUAD   -  DUNNSVILLE (1985)
 GV5078
 GV5078                         *CURRENT SURVEY CONTROL
 GV5078  ___________________________________________________________________
 GV5078* NAD 83(1993)-  37 49 22.02660(N)    076 45 01.24048(W)     ADJUSTED  
 GV5078* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV5078  ___________________________________________________________________
 GV5078  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 GV5078  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 GV5078
 GV5078  HORZ ORDER  -  SECOND
 GV5078
 GV5078.The horizontal coordinates were established by classical geodetic methods
 GV5078.and adjusted by the National Geodetic Survey in November 1994..
 GV5078
 GV5078.The orthometric height was scaled from a topographic map.
 GV5078
 GV5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5078
 GV5078.The geoid height was determined by GEOID03.
 GV5078
 GV5078;                    North         East     Units Scale Factor Converg.
 GV5078;SPC VA S     - 1,166,723.200 3,654,033.239   MT  0.99997691   +1 03 42.9
 GV5078;SPC VA S     - 3,827,824.37 11,988,274.05   sFT  0.99997691   +1 03 42.9
 GV5078;UTM  18      - 4,187,596.168   345,949.351   MT  0.99989230   -1 04 24.8
 GV5078
 GV5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5078!SPC VA S     -   1.00000511  x   0.99997691  =   0.99998202
 GV5078!UTM  18      -   1.00000511  x   0.99989230  =   0.99989741
 GV5078
 GV5078:                Primary Azimuth Mark                     Grid Az
 GV5078:SPC VA S     -  BOWLERS RM 1 AZIMUTH                     158 37 19.7
 GV5078:UTM  18      -  BOWLERS RM 1 AZIMUTH                     160 45 27.4
 GV5078
 GV5078|---------------------------------------------------------------------|
 GV5078| PID    Reference Object                     Distance      Geod. Az  |
 GV5078|                                                           dddmmss.s |
 GV5078| DC9011 BOWLERS RM 1 AZIMUTH                               1594102.6 |
 GV5078| DC9012 BOWLERS RM 2                         41.407 METERS 18819     |
 GV5078| DC9013 BOWLERS RM 3                         27.605 METERS 28533     |
 GV5078|---------------------------------------------------------------------|
 GV5078
 GV5078                          SUPERSEDED SURVEY CONTROL
 GV5078
 GV5078  NAD 83(1986)-  37 49 22.02719(N)    076 45 01.25740(W) AD(       ) 2
 GV5078  NAD 27      -  37 49 21.52400(N)    076 45 02.39300(W) AD(       ) 2
 GV5078
 GV5078.Superseded values are not recommended for survey control.
 GV5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5078.See file dsdata.txt to determine how the superseded data were derived.
 GV5078
 GV5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4594987596(NAD 83)
 GV5078_MARKER: DS = TRIANGULATION STATION DISK
 GV5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5078
 GV5078  HISTORY     - Date     Condition        Report By
 GV5078  HISTORY     - 1919     MONUMENTED       VACF
 GV5078  HISTORY     - 1934     GOOD             VACF
 GV5078  HISTORY     - 1943     GOOD             VACF
 GV5078  HISTORY     - 1975     GOOD             USE
 GV5078  HISTORY     - 19950402 POOR             USPSQD
 GV5078  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV5078  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV5078
 GV5078                          STATION DESCRIPTION
 GV5078
 GV5078'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919 (FER)
 GV5078'STATION ON LOW GROUND 125 METERS SE OF BOWLERS WHARF, MARKED
 GV5078'BY 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE SURROUNDED
 GV5078'BY BLOCK OF CONCRETE BELOW SURFACE, BRASS COAST AND GEODETIC
 GV5078'SURVEY MARKER.  TRIANGULATION STATION EUBANK IS VISIBLE
 GV5078'BETWEEN STORE AND CANNING HOUSE.
 GV5078
 GV5078                          STATION RECOVERY (1934)
 GV5078
 GV5078'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1934 (JB)
 GV5078'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED,
 GV5078'ON S BEACH OF RAPPAHANNOCK RIVER 6 INCHES ABOVE HIGH-WATER
 GV5078'MARK.  STATION SURFACE MARK IS A STANDARD DISK WITH NEITHER
 GV5078'NAME OF STATION NOR DATE STAMPED ON IT, LEVEL WITH SANDY
 GV5078'BEACH.  A CONCRETE GUARD 13 INCHES BY 17 INCHES HAS BEEN
 GV5078'BUILT AROUND THE STATION MARK, LEAVING A 7- BY 7-INCH HOLE
 GV5078'7 INCHES DEEP IN WHICH THE TABLET IS VISIBLE.  THE STATION
 GV5078'IS 58 PACES NE OF SMALL WAREHOUSE (FRAME) 38 PACES ENE OF
 GV5078'TOE OF RIVER BANK, 98 PACES SSE OF BRICK-BOILER WALL OF
 GV5078'ICE PLANT, 25 PACES ENE OF DIRT SHORE DRIVE.
 GV5078'
 GV5078'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GV5078'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 GV5078'
 GV5078'REFERENCE MARK NO. 1, (AZIMUTH MARK, NEW MARK SET) PROJECTS
 GV5078'4 INCHES, ABOUT 0.15 MILE ESE OF STATION, 3 FEET NNE OF
 GV5078'6-INCH OAK, 10 PACES N OF N CORNER OF COTTAGE WINK, 9
 GV5078'PACES WSW OF BLUFF ALONG RIVER, 7 PACES WSW OF CENTER LINE
 GV5078'OF DIRT SHORE ROAD, 58 PACES ENE OF POWER-LINE POLE.  REFERENCE
 GV5078'MARK NO. 2, NEW MARK SET, PROJECTS 4 INCHES, SE OF STATION,
 GV5078'1 FOOT NE OF TELEPHONE POLE, 4 PACES NE OF 3-INCH CHERRY
 GV5078'TREE, 4 PACES S OF CENTER LINE OF DIRT SHORE ROAD, ON
 GV5078'HIGH-WATER MARK.  REFERENCE MARK NO. 3, NEW MARK SET, PROJECTS
 GV5078'4 INCHES WSW OF STATION, 12 PACES SSW OF HIGH-WATER MARK, 3
 GV5078'PACES N OF CENTER LINE OF DIRT SHORE DRIVE, 16 PACES N
 GV5078'OF RIVER BLUFF, 11 PACES NW OF NE CORNER OF 1 1/2-INCH
 GV5078'PIPE RAIL FENCE WITH WOODEN POSTS.
 GV5078'
 GV5078'TO REACH STATION GO 11.7 MILES SE OF RAPPAHANNOCK ALONG
 GV5078'U.S. HIGHWAY 17 TO CENTER CROSS, TURN LEFT AND GO 2.25 MILES
 GV5078'TO BOWLERS WHARF ON S SHORE OF RAPPAHANNOCK RIVER.  GO SE
 GV5078'ALONG BEACH ABOUT 125 METERS TO STATION.
 GV5078
 GV5078                          STATION RECOVERY (1943)
 GV5078
 GV5078'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1943 (RLS)
 GV5078'THE STATION AND REFERENCE MARKS WERE RECOVERED.  DISCREPANCIES--
 GV5078'
 GV5078'THE TELEPHONE POLE MENTIONED UNDER REFERENCE MARK 2 HAS
 GV5078'BEEN MOVED.  DISTANCES FOR REFERENCE POINTS ARE GIVEN IN
 GV5078'PACES AND SHOULD BE CHANGED TO FEET.  THE NEW DESCRIPTION
 GV5078'FOLLOWS--
 GV5078'
 GV5078'THIS STATION IS 2.25 MILES EAST OF THE TOWN OF CENTER CROSS,
 GV5078'ALONG THE BOWLERS WHARF ROAD, ON THE SHORE OF THE RAPPAHANNOCK
 GV5078'RIVER, ABOUT 375 FEET DOWN RIVER FROM THE WHARF.  IT IS
 GV5078'ABOUT 75 FEET E OF THE DIRT ROAD WHICH RUNS ALONG THE BEACH,
 GV5078'ABOUT 90 FEET W OF THE SHORE, 350 FEET SE OF THE INTERSECTION
 GV5078'OF THE DIRT AND HARD-SURFACED ROADS AND 340 FEET N OF A
 GV5078'WHITE FENCE.  THE STATION IS A BRONZE U.S.C. AND G.S. STATION
 GV5078'DISK, NOT STAMPED, SET IN THE TOP OF A CONCRETE MONUMENT
 GV5078'WHICH IS FLUSH WITH THE GROUND.  A CONCRETE GUARD 13- BY
 GV5078'17-INCHES IS AROUND THE STATION.  THE MARK IS VISIBLE IN
 GV5078'THE 7- BY 7-INCH HOLE LEFT IN THE GUARD.  THE STATION IS
 GV5078'IN GOOD CONDITION.
 GV5078'
 GV5078'REFERENCE MARK 1 (THE AZIMUTH MARK) IS LOCATED 0.15 MILE
 GV5078'S OF THE STATION, 30 FEET N OF THE NE CORNER OF THE COTTAGE
 GV5078'WINK, ABOUT 150 FEET E OF A POWER LINE AND ABOUT 20 FEET
 GV5078'W OF THE CENTER LINE OF DIRT ROAD.  THE MARK IS A BRONZE
 GV5078'U.S.C. AND G.S. REFERENCE DISK, SET IN THE TOP OF A CONCRETE
 GV5078'MONUMENT, WHICH EXTENDS ABOUT 4 INCHES ABOVE GROUND SURFACE.
 GV5078'THE MARK IS IN GOOD CONDITION.
 GV5078'
 GV5078'REFERENCE MARK 2 IS LOCATED ABOUT 12 FEET NE OF A 6-INCH
 GV5078'CHERRY TREE, 12 FEET S OF THE CENTER LINE OF THE DIRT ROAD,
 GV5078'AND 125 FEET S OF THE STATION.  IT IS A BRONZE U.S.C. AND
 GV5078'G.S. REFERENCE DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 GV5078'WHICH EXTENDS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 GV5078'MARK IS IN GOOD CONDITION.
 GV5078'
 GV5078'REFERENCE MARK 3 IS LOCATED ABOUT 10 FEET E OF THE CENTER LINE
 GV5078'OF THE DIRT ROAD, ABOUT 50 FEET NW OF THE SE CORNER OF A PIPE-RAIL
 GV5078'FENCE AND ABOUT 80 FEET W OF THE STATION.  THE MARK IS A BRONZE
 GV5078'U.S.C. AND G.S. REFERENCE DISK SET IN THE TOP OF A CONCRETE
 GV5078'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS IN
 GV5078'GOOD CONDITION.
 GV5078'
 GV5078'DISTANCES FROM STATION TO REFERENCE MARKS WERE CHECKED AND THE
 GV5078'FOLLOWING DISCREPANCIES WERE NOTED--
 GV5078'
 GV5078'REFERENCE MARK 2.  OLD--41.407 METERS.  NEW--41.395 METERS,
 GV5078'(135.71 FEET.)
 GV5078'
 GV5078'REFERENCE MARK 3.  OLD--27.605 METERS.  NEW--27.590 METERS,
 GV5078'(90.51 FEET)
 GV5078
 GV5078                          STATION RECOVERY (1975)
 GV5078
 GV5078'RECOVERY NOTE BY US ENGINEERS 1975 (TRE)
 GV5078'BOWLERS CONDITION GOOD.
 GV5078'R. M. NO. 1 CONDITION GOOD.
 GV5078'
 GV5078'R. M. 2 AND R. M. 3 NOT SEARCHED FOR.
 GV5078'
 GV5078'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 10 MILES SOUTH OF
 GV5078'TAPPAHAMMOC, VA.
 GV5078
 GV5078                          STATION RECOVERY (1995)
 GV5078
 GV5078'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5078'MARK RECOVERED IN POOR CONDITION.
 GV5078
 GV5078                          STATION RECOVERY (1999)
 GV5078
 GV5078'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5078'MARK NOT FOUND.
 GV5078
 GV5078                          STATION RECOVERY (2004)
 GV5078
 GV5078'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0514 ***********************************************************************
 FX0514  DESIGNATION -  BOWLING
 FX0514  PID         -  FX0514
 FX0514  STATE/COUNTY-  VA/C OF NORFOLK
 FX0514  USGS QUAD   -  KEMPSVILLE (1986)
 FX0514
 FX0514                         *CURRENT SURVEY CONTROL
 FX0514  ___________________________________________________________________
 FX0514* NAD 83(1993)-  36 51 11.88188(N)    076 14 49.84915(W)     ADJUSTED  
 FX0514* NAVD 88     -         4.244  (meters)      13.92   (feet)  ADJUSTED  
 FX0514  ___________________________________________________________________
 FX0514  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FX0514  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0514  DYNAMIC HT  -           4.241 (meters)      13.91  (feet)  COMP
 FX0514  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX0514
 FX0514  HORZ ORDER  -  SECOND
 FX0514  VERT ORDER  -  FIRST     CLASS I
 FX0514
 FX0514.The horizontal coordinates were established by classical geodetic methods
 FX0514.and adjusted by the National Geodetic Survey in September 1995..
 FX0514
 FX0514.The orthometric height was determined by differential leveling
 FX0514.and adjusted by the National Geodetic Survey in June 1991..
 FX0514.WARNING-Repeat measurements at this control monument indicate possible
 FX0514.vertical movement.
 FX0514
 FX0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0514
 FX0514.The geoid height was determined by GEOID03.
 FX0514
 FX0514.The dynamic height is computed by dividing the NAVD 88
 FX0514.geopotential number by the normal gravity value computed on the
 FX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0514.degrees latitude (g = 980.6199 gals.).
 FX0514
 FX0514.The modeled gravity was interpolated from observed gravity values.
 FX0514
 FX0514;                    North         East     Units Scale Factor Converg.
 FX0514;SPC VA S     - 1,060,100.157 3,700,889.825   MT  0.99998540   +1 22 02.3
 FX0514;SPC VA S     - 3,478,011.93 12,142,002.70   sFT  0.99998540   +1 22 02.3
 FX0514;UTM  18      - 4,079,324.567   388,815.492   MT  0.99975229   -0 44 53.1
 FX0514
 FX0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0514!SPC VA S     -   1.00000516  x   0.99998540  =   0.99999056
 FX0514!UTM  18      -   1.00000516  x   0.99975229  =   0.99975745
 FX0514
 FX0514|---------------------------------------------------------------------|
 FX0514| PID    Reference Object                     Distance      Geod. Az  |
 FX0514|                                                           dddmmss.s |
 FX0514| FX0515 BOWLING RM 1                         24.464 METERS 07536     |
 FX0514| FX2998 NORFOLK RAD STA WTAR MAST           APPROX. 3.5 KM 1143944.6 |
 FX0514| FX3456 SOUTH NORFOLK MUNICIPAL TANK        APPROX. 4.2 KM 2213156.6 |
 FX0514| AJ3096 BOWLING AZ MK                                      2510839.2 |
 FX0514| FX3481 CATHEDRAL                           APPROX. 3.2 KM 2575956.1 |
 FX0514| FX0516 BOWLING RM 2                         22.184 METERS 32411     |
 FX0514|---------------------------------------------------------------------|
 FX0514
 FX0514                          SUPERSEDED SURVEY CONTROL
 FX0514
 FX0514  NAD 83(1986)-  36 51 11.88775(N)    076 14 49.88452(W) AD(       ) 2
 FX0514  NAD 27      -  36 51 11.35200(N)    076 14 51.09750(W) AD(       ) 2
 FX0514  NGVD 29 (??/??/92)    4.504  (m)           14.78   (f) ADJ UNCH    1 1
 FX0514
 FX0514.Superseded values are not recommended for survey control.
 FX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0514.See file dsdata.txt to determine how the superseded data were derived.
 FX0514
 FX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8881579325(NAD 83)
 FX0514_MARKER: DS = TRIANGULATION STATION DISK
 FX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0514_STAMPING: BOWLING 1958
 FX0514_MARK LOGO: CGS   
 FX0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0514+STABILITY: SURFACE MOTION
 FX0514
 FX0514  HISTORY     - Date     Condition        Report By
 FX0514  HISTORY     - 1958     MONUMENTED       CGS
 FX0514  HISTORY     - 1959     GOOD             CGS
 FX0514  HISTORY     - 1959     GOOD             NGS
 FX0514  HISTORY     - 1963     GOOD             NGS
 FX0514  HISTORY     - 1978     GOOD             NGS
 FX0514  HISTORY     - 19781009 GOOD             NGS
 FX0514
 FX0514                          STATION DESCRIPTION
 FX0514
 FX0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX0514'STATION IS LOCATED ABOUT 2 MILES EAST OF DOWNTOWN NORFOLK, 0.05
 FX0514'MILE WEST OF THE VIRGINIA RAILROAD OVER-PASS AND ON THE RIGHT-OF-WAY
 FX0514'OF U.S. HIGHWAY 58.
 FX0514'
 FX0514'STATION, STAMPED BOWLING 1958, PROJECTS ABOUT 4 INCHES.  IT IS
 FX0514'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK BUILDING,
 FX0514'56 FEET SOUTHWEST OF POWER POLE 3, 22 FEET SOUTH OF THE CENTERLINE
 FX0514'OF THE ROAD, 5 FEET NORTHEAST OF A C AND GS SIGN AND ABOUT 20
 FX0514'FEET BELOW THE ELEVATION OF U.S. HIGHWAY 58.
 FX0514'
 FX0514'R.M. 1, STAMPED BOWLING NO 1 1958, SET FLUSH WITH THE SURFACE OF
 FX0514'THE GROUND.  IT IS 65 FEET SOUTHEAST OF POWER POLE 3, 22 FEET
 FX0514'SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION
 FX0514'AS THE ROAD.
 FX0514'
 FX0514'R.M. 2, STAMPED BOWLING NO 2 1958, CEMENTED IN A DRILL HOLE IN
 FX0514'THE SOUTHEAST CORNER OF THE SIDEWALK.  IT IS 6 FEET SOUTHEAST OF
 FX0514'THE SOUTHEAST OF THE BUILDING MATERIAL CORPORATION BUILDING
 FX0514'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FX0514'
 FX0514'AZIMUTH MARK, STAMPED BOWLING 1958, CEMENTED IN A DRILL HOLE IN THE
 FX0514'NORTH CORNER OF THE CONCRETE OF A MOBILGAS SIGN.  IT IS 47
 FX0514'FEET WEST OF THE WEST CORNER OF JIMMIES MOBILGAS SERVICE
 FX0514'STATION AND 36 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 FX0514'58.
 FX0514'
 FX0514'BM Z 306, STAMPED Z 306 1952, CEMENTED IN A DRILL HOLE IN TOP OF
 FX0514'THE NORTH END OF THE WEST ABUTMENT OF THE OVER-PASS OVER THE
 FX0514'RAILROAD.  IT IS 21 FEET NORTH OF THE CENTERLINE OF THE WEST
 FX0514'BOUND LANE OF U.S. HIGHWAY 58 AND 1.5 FEET ABOVE THE ELEVATION
 FX0514'OF THE HIGHWAY.
 FX0514'
 FX0514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13
 FX0514'AND 58, (THIS IS MILITARY HIGHWAY AND VIRGINIA BEACH BLVD.) GO
 FX0514'WEST ON U.S. HIGHWAY 58 FOR 2.15 MILES TO BALLENTINE ROAD ON THE
 FX0514'RIGHT, (CONTINUE ON U.S. HIGHWAY 58 FOR 0.1 MILE TO THE AZIMUTH
 FX0514'MARK ON THE LEFT.) TURN SHARP RIGHT AND GO EAST ALONG U.S.
 FX0514'HIGHWAY 58 FOR ABOUT 100 YARDS TO THE STATION ON THE RIGHT
 FX0514'BETWEEN THE ROAD AND U.S. HIGHWAY 58.
 FX0514'
 FX0514'HEIGHT OF LIGHT ABOVE STATION MARK 24.96 METERS.
 FX0514
 FX0514                          STATION RECOVERY (1959)
 FX0514
 FX0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX0514'STATION AND ALL MARKS WERE RECOVERED AS DESRIBED AND FOUND TO
 FX0514'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE
 FX0514'FOR RECOVERY.
 FX0514
 FX0514                          STATION RECOVERY (1959)
 FX0514
 FX0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FX0514'AT NORFOLK.
 FX0514'AT NORFOLK, ABOUT 0.05 MILE EAST ALONG U.S. HIGHWAY 58 FROM
 FX0514'THE INTERSECTION OF BALLENTINE ROAD, BETWEEN THE HIGHWAY AND A
 FX0514'ROAD PARALLEL WITH THE HIGHWAY, 44 FEET NORTH OF THE CENTER LINE
 FX0514'OF THE WEST BOUND LANE OF THE HIGHWAY, 248 1/2 FEET WEST OF THE
 FX0514'NORTHWEST CORNER OF OVERPASS OF HIGHWAY 58 OVER VIRGINIAN
 FX0514'RAILWAY YARDS, 292 FEET EAST OF THE CENTER LINE OF BALLENTINE
 FX0514'ROAD, 78 1/2 FEET SOUTH-SOUTHEAST OF AND ACROSS THE ROAD FROM
 FX0514'THE SOUTHEAST CORNER OF BLDG. MATERIALS CORP. STORE AND OFFICE,
 FX0514'55 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM POWER LINE
 FX0514'POLE 3, 80.2 FEET WEST OF R M 1, 72.8 FEET SOUTH-SOUTHEAST OF
 FX0514'R M 2, 4 1/2 FEET EAST-NORTHEAST OF A STEEL WITNESS POST, ABOUT
 FX0514'12 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 FX0514'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FX0514
 FX0514                          STATION RECOVERY (1963)
 FX0514
 FX0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0514'RECOVERED IN GOOD CONDITION.
 FX0514
 FX0514                          STATION RECOVERY (1978)
 FX0514
 FX0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0514'RECOVERED IN GOOD CONDITION.
 FX0514
 FX0514                          STATION RECOVERY (1978)
 FX0514
 FX0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FX0514'STATION MARK, REFERENCE MARKS 1, 2, BENCH MARK Z 306 AND THE AZIMUTH
 FX0514'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 FX0514'1 WAS FOUND TO BE LONGER BY 14 CM .  THE DISTANCE TO REFERENCE MARK 2
 FX0514'AND THE DIRECTION BETWEEN THE REFERENCE MARK CHECKED WITH THE 1958
 FX0514'DESCRIPTION.  THE DIRECTION TO BENCH MARK Z 306 COULD NOT BE CHECKED
 FX0514'DUE TO OBSTRUCTIONS.  THE DISTANCE BETWEEN REFERENCE MARKS COULD NOT
 FX0514'BE MEASURED DUE TO TRUCKS AND CARS ON LINE.  A COMPLETE NEW
 FX0514'DESCRIPTION FOLLOWS. THAN THE STATION.
 FX0514' 
 FX0514'STATION IS ABOUT 3.2 KM (2.00 MI) EAST OF DOWNTOWN NORFOLK, 0.1 KM
 FX0514'(0.05 MI) WEST OF THE VIRGINIA RAILROAD OVERPASS AND ON THE NORTH
 FX0514'RIGHT-OF-WAY OF US HIGHWAY 58, BETWEEN US 58 AND A PAVED EAST-WEST
 FX0514'ROAD AND ACROSS STREET FROM THE ENTRANCE TO A TRUCKING DEPOT.  TO
 FX0514'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 13 -MILITARY
 FX0514'HIGHWAY- AND US HIGHWAY 58 -VIRGINIA BEACH BLVD- IN NORF0LK, GO WEST
 FX0514'ON US HIGHWAY 58 FOR 2.15 MI (3.46 KM) TO BALLENTINE ROAD ON THE
 FX0514'RIGHT, TURN SHARP RIGHT AND GO EAST ON A PAVED STREET FOR 0.05 MI
 FX0514'(0.08 KM) TO THE MARK ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 FX0514'THE JUNCTION WITH BALLENTINE ROAD, CONTINUE WEST ON US HIGHWAY 58 FOR
 FX0514'0.1 MI (0.2 KM) TO A BRICK SERVICE STATION AND THE AZIMUTH MARK ON THE
 FX0514'LEFT IN THE CONCRETE FOUNDATION FOR A SERVICE STATION SIGN.
 FX0514' 
 FX0514'STATION MARK IS A STANDARD DISK STAMPED--BOWLING 1958--, SET IN THE
 FX0514'TOP OF A CYLINDRICAL CONCRETE POST THAT IS 32 CM IN DIAMETER AND FLUSH
 FX0514'WITH THE GROUND.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 40
 FX0514'CM NORTHWEST OF A METAL WITNESS POST, 23.47 M (77.00 FT) SOUTHWEST OF
 FX0514'POWERLINE POLE BO 56, 23.77 M (77.99 FT) SOUTHEAST OF THE SOUTHEAST
 FX0514'CORNER OF HYDRAIR INC, A BRICK BUILDING, 6.7 M (22.0 FT) SOUTH OF THE
 FX0514'CENTER OF PAVED STREET AND ABOUT 20 FT (6.1 M) BELOW THE LEVEL OF US
 FX0514'58.
 FX0514' 
 FX0514'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BOWLING NO 1 1958--, SET
 FX0514'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 32 CM IN DIAMETER AND
 FX0514'FLUSH WITH THE GROUND.  IT IS 6.1 M (20.0 FT) SOUTH OF THE CENTER OF
 FX0514'THE PAVED STREET, 14.48 M (47.51 FT) SOUTHEAST OF POWERLINE POLE
 FX0514'NUMBER BO 56 AND 40.42 M (132.61 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 FX0514'OF THE BRICK BUILDING.
 FX0514' 
 FX0514'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BOWLING NO 2 1958--,
 FX0514'CEMENTED IN A DRILL HOLE IN THE SIDEWALK IN FRONT OF THE BRICK
 FX0514'BUILDING.  IT IS NEAR THE SOUTH EDGE OF THE SIDEWALK AND 1.83 M (6.00
 FX0514'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 FX0514' 
 FX0514'BENCH MARK IS A STANDARD DISK STAMPED--Z 306 1952--, CEMENTED IN A
 FX0514'DRILLHOLE IN THE TOP OF THE NORTH ABUTMENT OF THE WEST END OF THE
 FX0514'OVERPASS OF US 58 OVER THE RAILROAD.  IT IS 1 FT (0.3 M) NORTH OF
 FX0514'CONCRETE BANISTER, 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF US 58
 FX0514'AND ABOUT 46 CM OR 18 INCHES ABOVE LEVEL OF HIGHWAY.
 FX0514' 
 FX0514'AZIMUTH MARK IS A STANDARD DISK STAMPED--BOWLING 1958--, CEMENTED IN A
 FX0514'DRILL HOLE IN A 2 FT (0.6 M) X 2 FT (0.6 M) CONCRETE BASE FOR SERVICE
 FX0514'STATION SIGN.  IT IS 10.97 M (35.99 FT) SOUTH OF THE CENTERLINE OF US
 FX0514'58, 11.58 M (37.99 FT) EAST OF THE CENTER OF BELLMORE AVENUE AND 25.09
 FX0514'M (82.32 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK SERVICE
 FX0514'STATION.  HEIGHT OF TARGET AT AZIMUTH MARK WAS 1 M (3.3 FT) .
 FX0514'DESCRIBED BY H D MCKINNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3459 ***********************************************************************
 GA3459  DESIGNATION -  BOWLING
 GA3459  PID         -  GA3459
 GA3459  STATE/COUNTY-  VA/SCOTT
 GA3459  USGS QUAD   -  BIG STONE GAP (1991)
 GA3459
 GA3459                         *CURRENT SURVEY CONTROL
 GA3459  ___________________________________________________________________
 GA3459* NAD 83(1993)-  36 46 33.91195(N)    082 47 28.04087(W)     ADJUSTED  
 GA3459* NAVD 88     -      1083.6    (meters)    3555.     (feet)  VERTCON   
 GA3459  ___________________________________________________________________
 GA3459  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 GA3459  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA3459
 GA3459  HORZ ORDER  -  SECOND
 GA3459
 GA3459.The horizontal coordinates were established by classical geodetic methods
 GA3459.and adjusted by the National Geodetic Survey in December 1995..
 GA3459
 GA3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3459
 GA3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3459
 GA3459.The geoid height was determined by GEOID03.
 GA3459
 GA3459;                    North         East     Units Scale Factor Converg.
 GA3459;SPC VA S     - 1,057,839.278 3,117,055.475   MT  0.99999830   -2 36 15.8
 GA3459;SPC VA S     - 3,470,594.36 10,226,539.50   sFT  0.99999830   -2 36 15.8
 GA3459;UTM  17      - 4,071,529.442   340,159.436   MT  0.99991476   -1 04 21.2
 GA3459
 GA3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3459!SPC VA S     -   0.99983481  x   0.99999830  =   0.99983311
 GA3459!UTM  17      -   0.99983481  x   0.99991476  =   0.99974958
 GA3459
 GA3459|---------------------------------------------------------------------|
 GA3459| PID    Reference Object                     Distance      Geod. Az  |
 GA3459|                                                           dddmmss.s |
 GA3459| DB8810 BOWLING RM 1                          5.591 METERS 00219     |
 GA3459| GA3426 STONE                               APPROX.14.3 KM 0192039.0 |
 GA3459| DB8811 BOWLING RM 2                          7.747 METERS 06948     |
 GA3459|---------------------------------------------------------------------|
 GA3459
 GA3459                          SUPERSEDED SURVEY CONTROL
 GA3459
 GA3459  NAD 83(1993)-  36 46 33.91480(N)    082 47 28.04488(W) AD(       ) 2
 GA3459  NAD 83(1986)-  36 46 33.91892(N)    082 47 28.04793(W) AD(       ) 2
 GA3459  NAD 27      -  36 46 33.57351(N)    082 47 28.46448(W) AD(       ) 2
 GA3459  NGVD 29 (07/19/86) 1083.7    (m)         3555.     (f) VERT ANG       
 GA3459
 GA3459.Superseded values are not recommended for survey control.
 GA3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3459.See file dsdata.txt to determine how the superseded data were derived.
 GA3459
 GA3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4015971529(NAD 83)
 GA3459_MARKER: DB = BENCH MARK DISK
 GA3459_SETTING: 80 = SET IN A BOULDER
 GA3459_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3459
 GA3459  HISTORY     - Date     Condition        Report By
 GA3459  HISTORY     - 1964     MONUMENTED       CGS
 GA3459
 GA3459                          STATION DESCRIPTION
 GA3459
 GA3459'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3459'THE STATION IS LOCATED ON THE PROPERTY OF THE BOWLING ESTATE,
 GA3459'6 MILES SOUTH OF BIG STONE GAP AND 4 MILES NORTH OF DUFFIELD.
 GA3459'
 GA3459'TO REACH THE STATION FROM THE POST OFFICE IN DUFFIELD, GO
 GA3459'NORTH ON U.S. HIGHWAY 23 FOR 0.55 MILE TO A SIDE ROAD ON THE
 GA3459'RIGHT, TURN RIGHT ON COUNTY ROAD 654 AND GO 1.6 MILES TO A
 GA3459'T-JUNCTION, TURN LEFT ON COUNTY ROAD 655 AND GO 2.0 MILES TO A
 GA3459'FORK, JUST AFTER CROSSING A SMALL CREEK, KEEP LEFT ON THE MAIN
 GA3459'ROAD, UP HILL, FOR 0.3 MILE TO A A FRAME SCHOOL HOUSE ON THE
 GA3459'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK, KEEP
 GA3459'RIGHT, UP HILL AND GO 0.65 MILE TO THE END OF STATE
 GA3459'MAINTENANCE, TURN SHARP LEFT ON A ROCKY TRACK ROAD AND
 GA3459'GO 0.25 MILE TO A FORK, KEEP RIGHT ENTERING THE TIMBER AND
 GA3459'GO 0.2 MILE TO A WIRE GATE AN ANGLING CROSSROAD, CROSS
 GA3459'THE TRACK ROAD AND KEEP TO THE LEFT FOR 0.15 MILE TO A HOUSE ON
 GA3459'THE RIGHT, CONTINUE ON THE TRACK ROAD FOR 0.2 MILE TO A
 GA3459'BLAZED TREE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  HERE
 GA3459'CROSS A WIRE FENCE AND PACK SOUTH AND EAST UP HILL FOR
 GA3459'ABOUT 0.15 MILE THROUGH THE TIMBER TO THE SUMMIT AND
 GA3459'STATION.
 GA3459'
 GA3459'THE STATION MARK IS 2.5 FEET SOUTHEAST OF A METAL WITNESS SIGN
 GA3459'AND SET ON THE HIGHEST PART OF HILL.  IT IS A U.S. GEOLOGICAL
 GA3459'SURVEY BENCH MARK DISK CEMENTED IN A DRILLED HOLE IN A BOULDER
 GA3459'AND IS STAMPED BOWLING 1934.  THE BOULDER IS FLUSH.
 GA3459'
 GA3459'REFERENCE MARK NO. 1 IS 16.2 FEET NORTH OF A METAL WITNESS SIGN
 GA3459'AND SET ON THE NORTH SLOPE OF HILL ABOUT 1 FOOT LOWER THAN THE
 GA3459'STATION MARK.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GA3459'GALVANIZED IRON-PIPE WHICH IS CEMENTED IN THE GROUND AND IS
 GA3459'STAMPED BOWLING NO 1 1964.  THE MARK PROJECTS 10 INCHES.
 GA3459'
 GA3459'REFERENCE MARK NO. 2 IS 26.8 FEET EAST OF A METAL WITNESS SIGN AND
 GA3459'SET ON THE EAST SLOPE OF HILL ABOUT 2 FEET LOWER THAN THE STATION
 GA3459'MARK.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 GA3459'OUTCROPPING BEDROCK FLUSH AND IS STAMPED BOWLING NO 2 1964.
 GA3459'
 GA3459'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 GA3459'2 IS 25.0 FEET.
 GA3459'
 GA3459'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5434 ***********************************************************************
 HV5434  DESIGNATION -  BOWLING GREEN MUNICIPAL TANK
 HV5434  PID         -  HV5434
 HV5434  STATE/COUNTY-  VA/CAROLINE
 HV5434  USGS QUAD   -  BOWLING GREEN (1994)
 HV5434
 HV5434                         *CURRENT SURVEY CONTROL
 HV5434  ___________________________________________________________________
 HV5434* NAD 83(1993)-  38 03 01.24002(N)    077 20 41.51681(W)     ADJUSTED  
 HV5434* NAVD 88     -                                                        
 HV5434  ___________________________________________________________________
 HV5434  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 HV5434  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HV5434
 HV5434  HORZ ORDER  -  THIRD
 HV5434
 HV5434.The horizontal coordinates were established by classical geodetic methods
 HV5434.and adjusted by the National Geodetic Survey in November 1994..
 HV5434
 HV5434
 HV5434.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5434
 HV5434.The geoid height was determined by GEOID03.
 HV5434
 HV5434;                    North         East     Units Scale Factor Converg.
 HV5434;SPC VA N     - 2,043,225.310 3,601,385.906   MT  0.99999704   +0 43 15.4
 HV5434;SPC VA N     - 6,703,481.70 11,815,546.93   sFT  0.99999704   +0 43 15.4
 HV5434;UTM  18      - 4,213,996.621   294,253.938   MT  1.00012139   -1 26 44.8
 HV5434
 HV5434                          SUPERSEDED SURVEY CONTROL
 HV5434
 HV5434  NAD 83(1993)-  38 03 01.24133(N)    077 20 41.53103(W) AD(       ) 4
 HV5434  NAD 83(1986)-  38 03 01.24135(N)    077 20 41.53137(W) AD(       ) 4
 HV5434  NAD 27      -  38 03 00.75900(N)    077 20 42.60400(W) AD(       ) 3
 HV5434
 HV5434.Superseded values are not recommended for survey control.
 HV5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5434.See file dsdata.txt to determine how the superseded data were derived.
 HV5434
 HV5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9425413997(NAD 83)
 HV5434_MARKER: 53 = ELEVATED TANK
 HV5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5434+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 HV5434
 HV5434  HISTORY     - Date     Condition        Report By
 HV5434  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5434  HISTORY     - 1949     GOOD             AMS
 HV5434  HISTORY     - 19990304 GOOD             USPSQD
 HV5434  HISTORY     - 20020323 GOOD             USPSQD
 HV5434
 HV5434                          STATION DESCRIPTION
 HV5434
 HV5434'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5434'THIS IS AN INTERSECTION STATION.  THE STATION IS THE FINIAL
 HV5434'ON THE SILVER PAINTED WATER TANK OF THE CITY WATER SUPPLY,
 HV5434'LOCATED IN THE TOWN OF BOWLING GREEN.  IT IS ABOUT 75 FEET
 HV5434'HIGH AND IS A FOUR-LEGGED STEEL STRUCTURE WITH THE BLACK
 HV5434'LETTERING BOWLING GREEN, VA. PAINTED ON ITS SIDE.
 HV5434
 HV5434                          STATION RECOVERY (1949)
 HV5434
 HV5434'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 HV5434'STATION WAS RECOVERED IN GOOD CONDITION.
 HV5434
 HV5434                          STATION RECOVERY (1999)
 HV5434
 HV5434'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5434'RECOVERED IN GOOD CONDITION.
 HV5434
 HV5434                          STATION RECOVERY (2002)
 HV5434
 HV5434'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 HV5434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0515 ***********************************************************************
 FX0515  DESIGNATION -  BOWLING RM 1
 FX0515  PID         -  FX0515
 FX0515  STATE/COUNTY-  VA/C OF NORFOLK
 FX0515  USGS QUAD   -  KEMPSVILLE (1986)
 FX0515
 FX0515                         *CURRENT SURVEY CONTROL
 FX0515  ___________________________________________________________________
 FX0515* NAD 83(1986)-  36 51 11.     (N)    076 14 51.     (W)     SCALED    
 FX0515* NAVD 88     -         4.428  (meters)      14.53   (feet)  ADJUSTED  
 FX0515  ___________________________________________________________________
 FX0515  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0515  DYNAMIC HT  -           4.424 (meters)      14.51  (feet)  COMP
 FX0515  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX0515
 FX0515  VERT ORDER  -  FIRST     CLASS I
 FX0515
 FX0515.The horizontal coordinates were scaled from a topographic map and have
 FX0515.an estimated accuracy of +/- 6 seconds.
 FX0515
 FX0515.The orthometric height was determined by differential leveling
 FX0515.and adjusted by the National Geodetic Survey in June 1991..
 FX0515.WARNING-Repeat measurements at this control monument indicate possible
 FX0515.vertical movement.
 FX0515
 FX0515.The geoid height was determined by GEOID03.
 FX0515
 FX0515.The dynamic height is computed by dividing the NAVD 88
 FX0515.geopotential number by the normal gravity value computed on the
 FX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0515.degrees latitude (g = 980.6199 gals.).
 FX0515
 FX0515.The modeled gravity was interpolated from observed gravity values.
 FX0515
 FX0515;                    North         East    Units  Estimated Accuracy
 FX0515;SPC VA S     - 1,060,070.    3,700,860.      MT  (+/- 180 meters Scaled)
 FX0515
 FX0515                          SUPERSEDED SURVEY CONTROL
 FX0515
 FX0515  NGVD 29 (??/??/92)    4.708  (m)           15.45   (f) ADJ UNCH    1 1
 FX0515
 FX0515.Superseded values are not recommended for survey control.
 FX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0515.See file dsdata.txt to determine how the superseded data were derived.
 FX0515
 FX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF887792(NAD 83)
 FX0515_MARKER: DR = REFERENCE MARK DISK
 FX0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0515_STAMPING: BOWLING NO 1 1958
 FX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0515+STABILITY: SURFACE MOTION
 FX0515
 FX0515  HISTORY     - Date     Condition        Report By
 FX0515  HISTORY     - 1958     MONUMENTED       CGS
 FX0515  HISTORY     - 1959     GOOD             NGS
 FX0515  HISTORY     - 1963     GOOD             NGS
 FX0515  HISTORY     - 1978     GOOD             NGS
 FX0515
 FX0515                          STATION DESCRIPTION
 FX0515
 FX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0515'AT NORFOLK.
 FX0515'80.2 FEET EAST OF BOWLING DESCRIBED, 126 1/2 FEET SOUTHEAST OF
 FX0515'AND ACROSS THE ROAD FROM R M 2, 66 FEET SOUTHEAST OF AND ACROSS THE
 FX0515'ROAD FROM POWER LINE POLE 3, ABOUT 14 FEET BELOW THE LEVEL OF
 FX0515'U.S. HIGHWAY 58, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 FX0515'SET IN TOP OF A CONCRETE POST.
 FX0515
 FX0515                          STATION RECOVERY (1963)
 FX0515
 FX0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0515'RECOVERED IN GOOD CONDITION.
 FX0515
 FX0515                          STATION RECOVERY (1978)
 FX0515
 FX0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0516 ***********************************************************************
 FX0516  DESIGNATION -  BOWLING RM 2
 FX0516  PID         -  FX0516
 FX0516  STATE/COUNTY-  VA/C OF NORFOLK
 FX0516  USGS QUAD   -  KEMPSVILLE (1986)
 FX0516
 FX0516                         *CURRENT SURVEY CONTROL
 FX0516  ___________________________________________________________________
 FX0516* NAD 83(1986)-  36 51 12.     (N)    076 14 50.     (W)     SCALED    
 FX0516* NAVD 88     -         4.506  (meters)      14.78   (feet)  ADJUSTED  
 FX0516  ___________________________________________________________________
 FX0516  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0516  DYNAMIC HT  -           4.502 (meters)      14.77  (feet)  COMP
 FX0516  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX0516
 FX0516  VERT ORDER  -  FIRST     CLASS I
 FX0516
 FX0516.The horizontal coordinates were scaled from a topographic map and have
 FX0516.an estimated accuracy of +/- 6 seconds.
 FX0516
 FX0516.The orthometric height was determined by differential leveling
 FX0516.and adjusted by the National Geodetic Survey in June 1991..
 FX0516.WARNING-Repeat measurements at this control monument indicate possible
 FX0516.vertical movement.
 FX0516
 FX0516.The geoid height was determined by GEOID03.
 FX0516
 FX0516.The dynamic height is computed by dividing the NAVD 88
 FX0516.geopotential number by the normal gravity value computed on the
 FX0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0516.degrees latitude (g = 980.6199 gals.).
 FX0516
 FX0516.The modeled gravity was interpolated from observed gravity values.
 FX0516
 FX0516;                    North         East    Units  Estimated Accuracy
 FX0516;SPC VA S     - 1,060,100.    3,700,890.      MT  (+/- 180 meters Scaled)
 FX0516
 FX0516                          SUPERSEDED SURVEY CONTROL
 FX0516
 FX0516  NGVD 29 (??/??/92)    4.761  (m)           15.62   (f) ADJ UNCH    1 1
 FX0516
 FX0516.Superseded values are not recommended for survey control.
 FX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0516.See file dsdata.txt to determine how the superseded data were derived.
 FX0516
 FX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF888793(NAD 83)
 FX0516_MARKER: DR = REFERENCE MARK DISK
 FX0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0516_SP_SET: SIDEWALK
 FX0516_STAMPING: BOWLING NO 2 1958
 FX0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0516
 FX0516  HISTORY     - Date     Condition        Report By
 FX0516  HISTORY     - 1958     MONUMENTED       CGS
 FX0516  HISTORY     - 1959     GOOD             NGS
 FX0516  HISTORY     - 1963     GOOD             NGS
 FX0516  HISTORY     - 1978     GOOD             NGS
 FX0516
 FX0516                          STATION DESCRIPTION
 FX0516
 FX0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0516'AT NORFOLK.
 FX0516'72.8 FEET NORTH-NORTHWEST OF BOWLING DESCRIBED, 126 1/2 FEET
 FX0516'NORTHWEST OF R M 1, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FX0516'STORE AND OFFICE BUILDING OF BUILDING MATERIALS CORP., IN TOP
 FX0516'AND SOUTHEAST CORNER OF THE SIDEWALK AROUND SAME BUILDING.
 FX0516
 FX0516                          STATION RECOVERY (1963)
 FX0516
 FX0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0516'RECOVERED IN GOOD CONDITION.
 FX0516
 FX0516                          STATION RECOVERY (1978)
 FX0516
 FX0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1266 ***********************************************************************
 HW1266  DESIGNATION -  BOWMAN
 HW1266  PID         -  HW1266
 HW1266  STATE/COUNTY-  VA/SHENANDOAH
 HW1266  USGS QUAD   -  EDINBURG (1994)
 HW1266
 HW1266                         *CURRENT SURVEY CONTROL
 HW1266  ___________________________________________________________________
 HW1266* NAD 83(1993)-  38 48 25.69873(N)    078 35 37.64026(W)     ADJUSTED  
 HW1266* NAVD 88     -       298.957  (meters)     980.83   (feet)  ADJUSTED  
 HW1266  ___________________________________________________________________
 HW1266  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HW1266  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HW1266  DYNAMIC HT  -         298.756 (meters)     980.17  (feet)  COMP
 HW1266  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HW1266
 HW1266  HORZ ORDER  -  THIRD
 HW1266  VERT ORDER  -  FIRST     CLASS II
 HW1266
 HW1266.The horizontal coordinates were established by classical geodetic methods
 HW1266.and adjusted by the National Geodetic Survey in November 1994..
 HW1266
 HW1266.The orthometric height was determined by differential leveling
 HW1266.and adjusted by the National Geodetic Survey in June 1991..
 HW1266
 HW1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1266
 HW1266.The geoid height was determined by GEOID03.
 HW1266
 HW1266.The dynamic height is computed by dividing the NAVD 88
 HW1266.geopotential number by the normal gravity value computed on the
 HW1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1266.degrees latitude (g = 980.6199 gals.).
 HW1266
 HW1266.The modeled gravity was interpolated from observed gravity values.
 HW1266
 HW1266;                    North         East     Units Scale Factor Converg.
 HW1266;SPC VA N     - 2,126,595.961 3,491,853.767   MT  0.99995385   -0 03 30.7
 HW1266;SPC VA N     - 6,977,006.92 11,456,190.23   sFT  0.99995385   -0 03 30.7
 HW1266;UTM  17      - 4,298,125.299   708,935.797   MT  1.00013759   +1 30 30.7
 HW1266
 HW1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1266!SPC VA N     -   0.99995826  x   0.99995385  =   0.99991211
 HW1266!UTM  17      -   0.99995826  x   1.00013759  =   1.00009584
 HW1266
 HW1266:                Primary Azimuth Mark                     Grid Az
 HW1266:SPC VA N     -  BOWMAN AZ MK                             006 52 20.2
 HW1266:UTM  17      -  BOWMAN AZ MK                             005 18 18.8
 HW1266
 HW1266|---------------------------------------------------------------------|
 HW1266| PID    Reference Object                     Distance      Geod. Az  |
 HW1266|                                                           dddmmss.s |
 HW1266| DC3871 BOWMAN AZ MK                                       0064849.5 |
 HW1266| HW1265 BOWMAN RM 1                          13.088 METERS 14957     |
 HW1266| HW1267 BOWMAN RM 2                          12.230 METERS 30626     |
 HW1266|---------------------------------------------------------------------|
 HW1266
 HW1266                          SUPERSEDED SURVEY CONTROL
 HW1266
 HW1266  NAD 83(1986)-  38 48 25.69942(N)    078 35 37.64428(W) AD(       ) 3
 HW1266  NAD 27      -  38 48 25.29320(N)    078 35 38.59100(W) AD(       ) 3
 HW1266  NGVD 29 (??/??/92)  299.121  (m)          981.37   (f) ADJ UNCH    1 2
 HW1266
 HW1266.Superseded values are not recommended for survey control.
 HW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1266.See file dsdata.txt to determine how the superseded data were derived.
 HW1266
 HW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0893698125(NAD 83)
 HW1266_MARKER: DS = TRIANGULATION STATION DISK
 HW1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1266_STAMPING: BOWMAN 1957
 HW1266_MARK LOGO: CGS   
 HW1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1266+STABILITY: SURFACE MOTION
 HW1266
 HW1266  HISTORY     - Date     Condition        Report By
 HW1266  HISTORY     - 1957     MONUMENTED       CGS
 HW1266  HISTORY     - 1958     GOOD             NGS
 HW1266  HISTORY     - 1967     GOOD             CGS
 HW1266  HISTORY     - 1967     GOOD             NGS
 HW1266  HISTORY     - 1983     GOOD             NGS
 HW1266
 HW1266                          STATION DESCRIPTION
 HW1266
 HW1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW1266'STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF EDINBURG, 5.0
 HW1266'MILES NORTHEAST OF MT. JACKSON AND ON THE HIGHEST PART OF
 HW1266'A HILL IN THE SETTLEMENT OF BOWMAN JUNCTION.  IT IS ON THE
 HW1266'WEST SIDE OF U.S. HIGHWAY 11 ON THE PROPERTY OF THE MOUNTAIN
 HW1266'VIEW MOTOR COURT OWNED BY MR. CLAUDE A. FULTZ.
 HW1266'
 HW1266'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE,
 HW1266'IN EDINBURG, GO SOUTHWEST ON U.S. HIGHWAY 11 FOR 1.75 MILES
 HW1266'TO A SIDE ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 HW1266'TURN RIGHT AND GO WESTERLY, ON COUNTY ROAD 614, FOR 0.2 MILE
 HW1266'TO A FORK.  TAKE RIGHT FORK AND FOLLOW COUNTY ROAD 686 FOR 0.1
 HW1266'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 HW1266'POULTRY PACKING HOUSE.  CONTINUE, UPHILL, 0.05 MILE TO THE
 HW1266'AZIMUTH MARK IN A FENCE LINE.) CONTINUE SOUTHERLY, ON U.S.
 HW1266'HIGHWAY 11 FOR 0.1 MILE TO THE MOUNTAIN VIEW MOTOR COURT AND
 HW1266'STATION.
 HW1266'
 HW1266'STATION, STAMPED BOWMAN 1957, IS A STANDARD USC AND GS
 HW1266'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HW1266'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.2 FEET SOUTH
 HW1266'OF FENCE LINE, 123.6 FEET NORTH OF THE NORTHWEST CORNER
 HW1266'OF HOUSE AND 125.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 HW1266'MOTEL OFFICE.
 HW1266'
 HW1266'R.M. 1, STAMPED BOWMAN NO 1 1957, IS A STANDARD USC AND GS
 HW1266'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 HW1266'CORNER OF A CONCRETE WELL COVER.  IT IS 25.0 FEET SOUTH OF
 HW1266'FENCE LINE, 92.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 HW1266'MOTEL OFFICE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HW1266'
 HW1266'R.M. 2, STAMPED BOWMAN NO 2 1957, IS A STANDARD USC AND GS
 HW1266'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HW1266'THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF FENCE
 HW1266'LINE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HW1266'
 HW1266'AZIMUTH MARK, STAMPED BOWMAN 1957, IS A STANDARD USC AND GS
 HW1266'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HW1266'THAT IS FLUSH WITH THE GROUND.  IT IS 116.0 FEET SOUTHWEST
 HW1266'OF UTILITY POLE 540, 83.0 FEET NORTH OF UTILITY POLE 540-23
 HW1266'AND ABOUT 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE.
 HW1266
 HW1266                          STATION RECOVERY (1958)
 HW1266
 HW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HW1266'1.8 MI SW FROM EDINBURG.
 HW1266'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1266'AT EDINBURG, NEAR THE MT. VIEW MOTEL, NEAR THE NORTHEAST EDGE
 HW1266'OF THE COURT, ABOUT 75 YARDS NORTHWEST OF THE CENTER LINE OF
 HW1266'THE HIGHWAY, 43 FEET NORTH OF RM 1, 41 FEET SOUTHEAST OF RM 2,
 HW1266'2 1/2 FEET SOUTHWEST OF A FENCE LINE, SET IN THE TOP OF A
 HW1266'CONCRETE POST FLUSH WITH THE GROUND.
 HW1266
 HW1266                          STATION RECOVERY (1967)
 HW1266
 HW1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HW1266'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HW1266'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HW1266'WITH THE FOLLOWING ADDITIONS.  STATION IS 40 FEET NORTHEAST
 HW1266'OF THE NORTHEAST CORNER OF HOUSE AND 1.5 FEET SOUTHWEST
 HW1266'OF UTILITY POLE VH 8 B.
 HW1266'
 HW1266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 HW1266'SOUTHWEST OF EDINBURG
 HW1266
 HW1266                          STATION RECOVERY (1967)
 HW1266
 HW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HW1266'RECOVERED IN GOOD CONDITION.
 HW1266
 HW1266                          STATION RECOVERY (1983)
 HW1266
 HW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1904 ***********************************************************************
 FZ1904  DESIGNATION -  BOWMAN
 FZ1904  PID         -  FZ1904
 FZ1904  STATE/COUNTY-  VA/PATRICK
 FZ1904  USGS QUAD   -  LAUREL FORK (1982)
 FZ1904
 FZ1904                         *CURRENT SURVEY CONTROL
 FZ1904  ___________________________________________________________________
 FZ1904* NAD 83(1993)-  36 38 44.03793(N)    080 31 41.86524(W)     ADJUSTED  
 FZ1904* NAVD 88     -       925.     (meters)    3035.     (feet)  SCALED    
 FZ1904  ___________________________________________________________________
 FZ1904  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 FZ1904  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 FZ1904
 FZ1904  HORZ ORDER  -  FIRST
 FZ1904
 FZ1904.The horizontal coordinates were established by classical geodetic methods
 FZ1904.and adjusted by the National Geodetic Survey in September 1995..
 FZ1904
 FZ1904.The orthometric height was scaled from a topographic map.
 FZ1904
 FZ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1904
 FZ1904.The geoid height was determined by GEOID03.
 FZ1904
 FZ1904;                    North         East     Units Scale Factor Converg.
 FZ1904;SPC VA S     - 1,036,598.508 3,318,633.032   MT  1.00002419   -1 13 51.7
 FZ1904;SPC VA S     - 3,400,906.94 10,887,881.87   sFT  1.00002419   -1 13 51.7
 FZ1904;UTM  17      - 4,055,658.636   542,164.515   MT  0.99962190   +0 16 53.6
 FZ1904
 FZ1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1904!SPC VA S     -   0.99985995  x   1.00002419  =   0.99988414
 FZ1904!UTM  17      -   0.99985995  x   0.99962190  =   0.99948190
 FZ1904
 FZ1904:                Primary Azimuth Mark                     Grid Az
 FZ1904:SPC VA S     -  BRIM                                     151 15 46.2
 FZ1904:UTM  17      -  BRIM                                     149 45 00.9
 FZ1904
 FZ1904|---------------------------------------------------------------------|
 FZ1904| PID    Reference Object                     Distance      Geod. Az  |
 FZ1904|                                                           dddmmss.s |
 FZ1904| FZ1364 BRIM                                APPROX.12.1 KM 1500154.5 |
 FZ1904| FZ1909 MT AIRY SPIPE NEAR WATER TANK       APPROX.16.6 KM 2060438.7 |
 FZ1904| DC5044 BOWMAN RM 2                          91.640 METERS 21611     |
 FZ1904| DC5045 BOWMAN RM 3                          74.700 METERS 26130     |
 FZ1904| DC5043 BOWMAN RM 1 AZIMUTH                                3512622.9 |
 FZ1904|---------------------------------------------------------------------|
 FZ1904
 FZ1904                          SUPERSEDED SURVEY CONTROL
 FZ1904
 FZ1904  NAD 83(1986)-  36 38 44.04122(N)    080 31 41.86228(W) AD(       ) 1
 FZ1904  NAD 27      -  36 38 43.56200(N)    080 31 42.64200(W) AD(       ) 1
 FZ1904
 FZ1904.Superseded values are not recommended for survey control.
 FZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1904.See file dsdata.txt to determine how the superseded data were derived.
 FZ1904
 FZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4216555659(NAD 83)
 FZ1904_MARKER: DS = TRIANGULATION STATION DISK
 FZ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1904
 FZ1904  HISTORY     - Date     Condition        Report By
 FZ1904  HISTORY     - 1933     MONUMENTED       CGS
 FZ1904  HISTORY     - 1937     SEE DESCRIPTION  VADH
 FZ1904  HISTORY     - 1968     MARK NOT FOUND   CGS
 FZ1904
 FZ1904                          STATION DESCRIPTION
 FZ1904
 FZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ1904'STATION IS 14-1/2 MILES SOUTHEAST OF HILLSVILLE, 10-1/2
 FZ1904'MILES NORTH-NORTHEAST OF MOUNT AIRY, ON WHAT IS KNOWN LOCALLY
 FZ1904'AS GROUND HOG HILL, ON PROPERTY OF J.A. BOWMAN.  TO REACH
 FZ1904'FROM FANCY GAP WHICH IS ON HIGHWAY BETWEEN MOUNT AIRY AND
 FZ1904'HILLSVILLE AT DIVIDE IN BLUE RIDGE, GO EAST 5.25 MILES ON
 FZ1904'GRADED STONE ROAD, TURN RIGHT (SOUTH) ONTO DIRT CROSSROADS,
 FZ1904'AND PROCEED STRAIGHT AHEAD 6.75 MILES ON ROAD WHICH PARALLELS
 FZ1904'BLUE RIDGE, PASSING THROUGH ORCHARD GAP, VOLUNTEER GAP, AND
 FZ1904'WILLIS GAP, TO POINT WHERE MAIN ROAD TURNS LEFT AND DIM ROAD
 FZ1904'CONTINUES STRAIGHT AHEAD.  STATION IS ABOUT 85 YARDS ALONG
 FZ1904'THIS DIM ROAD, 8 FEET NORTH OF CENTER LINE OF ROAD, AND
 FZ1904'IN LINE OF FENCE POSTS.  SURFACE AND UNDERGROUND MARKS ARE
 FZ1904'STANDARD DISK STATION MARKS IN CONCRETE.
 FZ1904'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FZ1904'CONCRETE.  NO. 1 (AZIMUTH) IS IN FENCE LINE, ABOUT
 FZ1904'40 FEET EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, 25
 FZ1904'FEET EAST OF LARGE HICKORY TREE, AND APPROXIMATELY
 FZ1904'ONE-FOURTH MILE FROM STATION N 8 DEG 26 MIN W.
 FZ1904'NO 2 IS 50 YARDS SOUTH OF EAST-AND-WEST ROAD, 3 FEET
 FZ1904'NORTHEAST OF RAIL FENCE, AND 91.64 METERS (300.7 FEET) FROM
 FZ1904'STATION S 36 DEG 11 MIN W.  NO. 3 IS 25 FEET
 FZ1904'NORTH OF CENTER LINE OF EAST-AND-WEST ROAD, 30 FEET EAST OF
 FZ1904'NORTH-AND-SOUTH ROAD, 2 FEET EAST OF RAIL FENCE, AND
 FZ1904'74.70 METERS (245.1 FEET) FROM STATION S 81 DEG MIN  W.
 FZ1904
 FZ1904                          STATION RECOVERY (1937)
 FZ1904
 FZ1904'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1937
 FZ1904'MR. J.H. HARMAN IS THE CHIEF OF THE SURVEY PARTY OF THE
 FZ1904'VIRGINIA DEPARTMENT OF HIGHWAYS ENGAGED ON THE SURVEY OF
 FZ1904'BLUE RIDGE PARKWAY LAND.  THE PARKWAY IS A FEDERAL PROJECT
 FZ1904'BEING CONSTRUCTED BY THE NATIONAL PARK SERVICE AND THE U.S.
 FZ1904'BUREAU OF PUBLIC ROADS.  THE STATE OF VIRGINIA IS ACQUIRING
 FZ1904'THE NECESSARY LAND FOR THE PARKWAY AND IS TRANSFERRING IT
 FZ1904'TO THE UNITED STATES GOVERNMENT.
 FZ1904'
 FZ1904'THE REQUIREMENTS OF THE NATIONAL PARK SERVICE PROVIDE THAT
 FZ1904'THE STATES ACQUIRING PARKWAY LAND SHALL FURNISH AN ACCURATE
 FZ1904'SURVEY OF THE LAND.  SHALL FURNISH AS A PART OF THE LAND
 FZ1904'RECORD COMPUTATIONS SHOWING CLOSED TRACTS OR AREAS WITHIN
 FZ1904'1 TO 4,000.  AND SHALL TIE-IN ALL SUCH LAND SURVEYS TO THE
 FZ1904'MOST CONVENIENT U.S.C. AND G.S. OR U.S.G.S. TRIANGULATION
 FZ1904'OR TRAVERSE STATION.
 FZ1904'
 FZ1904'THIS CARD WAS FILLED OUT BY MR. HARMAN (EXCEPT FOR THIS
 FZ1904'MEMO) WHEN HE TIED-IN HIS LAND SURVEY TO THE ABOVE STATION
 FZ1904'ON APRIL 1, 1937.  THE FIELD NOTES OF THE TIE-IN WILL APPEAR
 FZ1904'IN THE LAND NOTES OF SECTION 1-U, BLUE RIDGE PARKWAY IN
 FZ1904'VIRGINIA, AND ON THE LAND MAPS PREPARED BY THE STATE VIRGINIA
 FZ1904'FOR PARKWAY LAND.
 FZ1904
 FZ1904                          STATION RECOVERY (1968)
 FZ1904
 FZ1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 FZ1904'R.M.S 1 AND 3 ONLY WERE RECOVERED AFTER AN ALL DAY SEARCH
 FZ1904'BY TWO MEN.  STATION MARK AND R.M. 2 ARE PROBABLY DESTROYED.
 FZ1904'LINE R.M. 1 (AZIMUTH MARK) TO STATION IS BLOCKED BY FILL.
 FZ1904'GROUND WAS DUG, PROBED, AND SEARCHED WITH METAL DETECTOR
 FZ1904'TO TRY TO LOCATE UNDERGROUND MARK AT STATION, (SHOULD BE
 FZ1904'ABOUT 40 FEET SOUTH OF TOWER, IN LINE WITH EAST FACE.)
 FZ1904'
 FZ1904'R.M. 1 (AZI.) RECOVERED IN GOOD CONDITION, PROJECTING ABOUT
 FZ1904'6 INCHES, 50 FEET NORTH OF A FORK IN PRIVATE ROAD, 35 FEET
 FZ1904'EAST OF A NORTH-SOUTH ROAD, 20 FEET EAST OF A FENCE CORNER
 FZ1904'AND 2 FEET NORTH OF THE FENCE, IN GRAZE LAND.
 FZ1904'
 FZ1904'R.M. 2 IN VICINITY OF NEW COMFORT STATION COULD NOT BE FOUND.
 FZ1904'
 FZ1904'R.M. 3 WAS RECOVERED IN GOOD CONDITION, PROJECTING 2 INCHES,
 FZ1904'ABOUT 220 FEET NORTH OF COMFORT STATION, 49 FEET SOUTH OF
 FZ1904'CENTER OF LOOP ROAD, 33.5 FEET NORTH OF U.S.D.I. BOUND AND
 FZ1904'29 FEET NORTH OF NORTH RAIL FENCE AROUND SMALL CEMETERY.
 FZ1904'
 FZ1904'TO REACH THE STATION FROM FANCY GAP, U.S. HIGHWAY 52 AND
 FZ1904'BLUE RIDGE PARKWAY, GO NORTHEAST ON THE PARKWAY FOR 10.5
 FZ1904'MILES TO THE PARKING AREA AT GROUNDHOG HILL AND THE STATION.
 FZ1904'TO REACH THE AZIMUTH MARK, GO SOUTHWEST ON THE PARKWAY FOR
 FZ1904'0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO 100 FEET TO SR
 FZ1904'663, TURN RIGHT AND GO 0.3 MILE TO A FORK, TAKE THE LEFT
 FZ1904'FORK AND CONTINUE FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK
 FZ1904'ON PRIVATE ROAD FOR 0.05 TO FORK AND THE MARK 50 FEET NORTH,
 FZ1904'AS DESCRIBED.
 FZ1904'
 FZ1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES
 FZ1904'NORTH-NORTHEAST OF MT. AIRY, N.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9422 ***********************************************************************
 AA9422  DESIGNATION -  BOWMAN
 AA9422  PID         -  AA9422
 AA9422  STATE/COUNTY-  VA/PATRICK
 AA9422  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9422
 AA9422                         *CURRENT SURVEY CONTROL
 AA9422  ___________________________________________________________________
 AA9422* NAD 83(1993)-  36 41 07.85826(N)    080 26 26.99071(W)     ADJUSTED  
 AA9422* NAVD 88     -       842.9    (meters)    2765.     (feet)  GPS OBS   
 AA9422  ___________________________________________________________________
 AA9422  X           -     850,518.905 (meters)                     COMP
 AA9422  Y           -  -5,050,455.052 (meters)                     COMP
 AA9422  Z           -   3,789,947.891 (meters)                     COMP
 AA9422  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA9422  ELLIP HEIGHT-         810.83  (meters)          (05/17/02) GPS OBS
 AA9422  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 AA9422
 AA9422  HORZ ORDER  -  FIRST
 AA9422  ELLP ORDER  -  FOURTH    CLASS II
 AA9422
 AA9422.The horizontal coordinates were established by GPS observations
 AA9422.and adjusted by the National Geodetic Survey in December 1995..
 AA9422
 AA9422.The orthometric height was determined by GPS observations and a
 AA9422.high-resolution geoid model.
 AA9422
 AA9422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9422
 AA9422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9422
 AA9422.The ellipsoidal height was determined by GPS observations
 AA9422.and is referenced to NAD 83.
 AA9422
 AA9422.The geoid height was determined by GEOID03.
 AA9422
 AA9422;                    North         East     Units Scale Factor Converg.
 AA9422;SPC VA S     - 1,040,866.562 3,326,544.038   MT  1.00001572   -1 10 40.6
 AA9422;SPC VA S     - 3,414,909.71 10,913,836.56   sFT  1.00001572   -1 10 40.6
 AA9422;UTM  17      - 4,060,132.222   549,957.058   MT  0.99963075   +0 20 02.6
 AA9422
 AA9422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9422!SPC VA S     -   0.99987277  x   1.00001572  =   0.99988848
 AA9422!UTM  17      -   0.99987277  x   0.99963075  =   0.99950356
 AA9422
 AA9422                          SUPERSEDED SURVEY CONTROL
 AA9422
 AA9422  ELLIP H (12/05/95)  810.93   (m)                       GP(       ) 4 2
 AA9422
 AA9422.Superseded values are not recommended for survey control.
 AA9422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9422.See file dsdata.txt to determine how the superseded data were derived.
 AA9422
 AA9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4995760132(NAD 83)
 AA9422_MARKER: DD = SURVEY DISK
 AA9422_SETTING: 66 = SET IN ROCK OUTCROP
 AA9422_STAMPING: 1370 BOWMAN VA LS 1718 1995
 AA9422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9422+STABILITY: POSITION/ELEVATION WELL
 AA9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9422+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9422
 AA9422  HISTORY     - Date     Condition        Report By
 AA9422  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9422
 AA9422                          STATION DESCRIPTION
 AA9422
 AA9422'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9422'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 4.0 MILES
 AA9422'SOUTHWEST OF THE TOWN MEADOWS OF DAN.  TO REACH THE STATION FROM THE
 AA9422'INTERSECTION OF STATE ROUTE 614 AND STATE ROUTE 602 PROCEED SOUTHEAST
 AA9422'ALONG STATE ROUTE 602 A DISTANCE OF 1.0 MILE TO A DRIVEWAY AND GATE.
 AA9422'TURN RIGHT AND PROCEED SOUTH PAST HOUSE 0.1 MILE TO THE STATION AT THE
 AA9422'END OF THE YARD ON A CLIFF. OBTAIN PERMISSION FROM KIM HENSLEY, CITY
 AA9422'OF DANVILLE, P.O. BOX 3300, DANVILLE, VIRGINIA  24543, TELEPHONE
 AA9422'NUMBER (804) 799-5257.  THE STATION IS A STANDARD 3 1/4 INCH ALUMINUM
 AA9422'SURVEY DISK CEMENTED IN ROCK AND STAMPED 1370 BOWMAN VA LS 1718 1995.
 AA9422'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9422'8.1 FEET AZIMUTH 65 DEGREES TO A CHISELED "X" ON ROCK, (2)16.8 FEET
 AA9422'AZIMUTH 235 DEGREES TO A NAIL IN THE SIDE OF A POWER POLE WITH NO
 AA9422'NUMBER MARKED WITH A REFERENCE WASHER IN THE FACE OF THE POLE, (3)
 AA9422'29.1 FEET AZIMUTH 298 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9422'GEOMETRICS CAP SET FLUSH WITH THE GROUND, (4) 17.0 FEET AZIMUTH 230
 AA9422'DEGREES TO A WHITE CARSONITE WITNESS POST, AND (5) 185.0 FEET AZIMUTH
 AA9422'351 DEGREES TO THE SOUTHEAST CORNER OF BOWMAN HOUSE.  THE STATION IS
 AA9422'INTERVISIBLE WITH STATIONS 1380 LOOKOUT, 1390 DAVES POINTS, AND 1400
 AA9422'MULE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1265 ***********************************************************************
 HW1265  DESIGNATION -  BOWMAN RM 1
 HW1265  PID         -  HW1265
 HW1265  STATE/COUNTY-  VA/SHENANDOAH
 HW1265  USGS QUAD   -  EDINBURG (1994)
 HW1265
 HW1265                         *CURRENT SURVEY CONTROL
 HW1265  ___________________________________________________________________
 HW1265* NAD 83(1986)-  38 48 25.     (N)    078 35 38.     (W)     SCALED    
 HW1265* NAVD 88     -       299.263  (meters)     981.83   (feet)  ADJUSTED  
 HW1265  ___________________________________________________________________
 HW1265  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HW1265  DYNAMIC HT  -         299.061 (meters)     981.17  (feet)  COMP
 HW1265  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HW1265
 HW1265  VERT ORDER  -  FIRST     CLASS II
 HW1265
 HW1265.The horizontal coordinates were scaled from a topographic map and have
 HW1265.an estimated accuracy of +/- 6 seconds.
 HW1265
 HW1265.The orthometric height was determined by differential leveling
 HW1265.and adjusted by the National Geodetic Survey in June 1991..
 HW1265
 HW1265.The geoid height was determined by GEOID03.
 HW1265
 HW1265.The dynamic height is computed by dividing the NAVD 88
 HW1265.geopotential number by the normal gravity value computed on the
 HW1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1265.degrees latitude (g = 980.6199 gals.).
 HW1265
 HW1265.The modeled gravity was interpolated from observed gravity values.
 HW1265
 HW1265;                    North         East    Units  Estimated Accuracy
 HW1265;SPC VA N     - 2,126,570.    3,491,850.      MT  (+/- 180 meters Scaled)
 HW1265
 HW1265                          SUPERSEDED SURVEY CONTROL
 HW1265
 HW1265  NGVD 29 (??/??/92)  299.422  (m)          982.35   (f) ADJ UNCH    1 2
 HW1265
 HW1265.Superseded values are not recommended for survey control.
 HW1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1265.See file dsdata.txt to determine how the superseded data were derived.
 HW1265
 HW1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC089981(NAD 83)
 HW1265_MARKER: DR = REFERENCE MARK DISK
 HW1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1265_SP_SET: ROOF
 HW1265_STAMPING: BOWMAN NO 1 1957
 HW1265_MARK LOGO: CGS   
 HW1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1265
 HW1265  HISTORY     - Date     Condition        Report By
 HW1265  HISTORY     - 1957     MONUMENTED       CGS
 HW1265  HISTORY     - 1958     GOOD             NGS
 HW1265  HISTORY     - 1967     GOOD             NGS
 HW1265  HISTORY     - 1983     GOOD             NGS
 HW1265
 HW1265                          STATION DESCRIPTION
 HW1265
 HW1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1265'1.8 MI SW FROM EDINBURG.
 HW1265'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1265'AT EDINBURG, NEAR THE MT. VIEW MOTEL, AT THE NORTHEAST EDGE OF
 HW1265'THE COURT, ABOUT 70 YARDS NORTHWEST OF THE CENTER LINE OF THE
 HW1265'HIGHWAY, 43 FEET SOUTH OF THE STATION, 22 FEET SOUTHWEST OF A
 HW1265'FENCE LINE, ON TOP OF THE NORTHEAST CORNER OF A 6-BY-6-FOOT
 HW1265'CONCRETE ROOF FOR AN UNDERGROUND PUMP AND ABOUT 4 INCHES ABOVE
 HW1265'THE GROUND.
 HW1265
 HW1265                          STATION RECOVERY (1967)
 HW1265
 HW1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HW1265'RECOVERED IN GOOD CONDITION.
 HW1265
 HW1265                          STATION RECOVERY (1983)
 HW1265
 HW1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1267 ***********************************************************************
 HW1267  DESIGNATION -  BOWMAN RM 2
 HW1267  PID         -  HW1267
 HW1267  STATE/COUNTY-  VA/SHENANDOAH
 HW1267  USGS QUAD   -  EDINBURG (1994)
 HW1267
 HW1267                         *CURRENT SURVEY CONTROL
 HW1267  ___________________________________________________________________
 HW1267* NAD 83(1986)-  38 48 25.     (N)    078 35 39.     (W)     SCALED    
 HW1267* NAVD 88     -       298.545  (meters)     979.48   (feet)  ADJUSTED  
 HW1267  ___________________________________________________________________
 HW1267  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HW1267  DYNAMIC HT  -         298.343 (meters)     978.81  (feet)  COMP
 HW1267  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HW1267
 HW1267  VERT ORDER  -  FIRST     CLASS II
 HW1267
 HW1267.The horizontal coordinates were scaled from a topographic map and have
 HW1267.an estimated accuracy of +/- 6 seconds.
 HW1267
 HW1267.The orthometric height was determined by differential leveling
 HW1267.and adjusted by the National Geodetic Survey in June 1991..
 HW1267
 HW1267.The geoid height was determined by GEOID03.
 HW1267
 HW1267.The dynamic height is computed by dividing the NAVD 88
 HW1267.geopotential number by the normal gravity value computed on the
 HW1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1267.degrees latitude (g = 980.6199 gals.).
 HW1267
 HW1267.The modeled gravity was interpolated from observed gravity values.
 HW1267
 HW1267;                    North         East    Units  Estimated Accuracy
 HW1267;SPC VA N     - 2,126,570.    3,491,820.      MT  (+/- 180 meters Scaled)
 HW1267
 HW1267                          SUPERSEDED SURVEY CONTROL
 HW1267
 HW1267  NGVD 29 (??/??/92)  298.714  (m)          980.03   (f) ADJ UNCH    1 2
 HW1267
 HW1267.Superseded values are not recommended for survey control.
 HW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1267.See file dsdata.txt to determine how the superseded data were derived.
 HW1267
 HW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC089981(NAD 83)
 HW1267_MARKER: DR = REFERENCE MARK DISK
 HW1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1267_STAMPING: BOWMAN NO 2 1957
 HW1267_MARK LOGO: CGS   
 HW1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1267+STABILITY: SURFACE MOTION
 HW1267
 HW1267  HISTORY     - Date     Condition        Report By
 HW1267  HISTORY     - 1957     MONUMENTED       CGS
 HW1267  HISTORY     - 1958     GOOD             NGS
 HW1267  HISTORY     - 1967     GOOD             NGS
 HW1267  HISTORY     - 1983     GOOD             NGS
 HW1267
 HW1267                          STATION DESCRIPTION
 HW1267
 HW1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1267'1.8 MI SW FROM EDINBURG.
 HW1267'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1267'AT EDINBURG, NEAR THE MT. VIEW MOTEL, NEAR THE NORTHEAST
 HW1267'EDGE OF THE COURT, ABOUT 75 YARDS NORTHWEST OF THE CENTER LINE OF
 HW1267'THE HIGHWAY, 41 FEET NORTHWEST OF THE STATION, 82 FEET NORTH OF
 HW1267'RM 1, 1 FOOT SOUTHWEST OF A WIRE FENCE, AND SET IN THE TOP OF
 HW1267'A CONCRETE POST 2 INCHES UNDERGROUND.
 HW1267
 HW1267                          STATION RECOVERY (1967)
 HW1267
 HW1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HW1267'RECOVERED IN GOOD CONDITION.
 HW1267
 HW1267                          STATION RECOVERY (1983)
 HW1267
 HW1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0354 ***********************************************************************
 HW0354  DESIGNATION -  BOXWOOD
 HW0354  PID         -  HW0354
 HW0354  STATE/COUNTY-  VA/CULPEPER
 HW0354  USGS QUAD   -  CULPEPER WEST (1979)
 HW0354
 HW0354                         *CURRENT SURVEY CONTROL
 HW0354  ___________________________________________________________________
 HW0354* NAD 83(1993)-  38 27 26.09774(N)    078 03 02.79176(W)     ADJUSTED  
 HW0354* NAVD 88     -       141.980  (meters)     465.81   (feet)  ADJUSTED  
 HW0354  ___________________________________________________________________
 HW0354  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 HW0354  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0354  DYNAMIC HT  -         141.890 (meters)     465.52  (feet)  COMP
 HW0354  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 HW0354
 HW0354  HORZ ORDER  -  SECOND
 HW0354  VERT ORDER  -  SECOND    CLASS 0
 HW0354
 HW0354.The horizontal coordinates were established by classical geodetic methods
 HW0354.and adjusted by the National Geodetic Survey in November 1994..
 HW0354
 HW0354.The orthometric height was determined by differential leveling
 HW0354.and adjusted by the National Geodetic Survey in June 1991..
 HW0354
 HW0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0354
 HW0354.The geoid height was determined by GEOID03.
 HW0354
 HW0354.The dynamic height is computed by dividing the NAVD 88
 HW0354.geopotential number by the normal gravity value computed on the
 HW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0354.degrees latitude (g = 980.6199 gals.).
 HW0354
 HW0354.The modeled gravity was interpolated from observed gravity values.
 HW0354
 HW0354;                    North         East     Units Scale Factor Converg.
 HW0354;SPC VA N     - 2,087,849.011 3,539,208.220   MT  0.99995228   +0 16 49.3
 HW0354;SPC VA N     - 6,849,884.63 11,611,552.30   sFT  0.99995228   +0 16 49.3
 HW0354;UTM  17      - 4,260,670.994   757,344.015   MT  1.00041565   +1 50 06.8
 HW0354;UTM  18      - 4,260,959.878   233,792.950   MT  1.00047281   -1 53 54.5
 HW0354
 HW0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0354!SPC VA N     -   0.99998280  x   0.99995228  =   0.99993508
 HW0354!UTM  17      -   0.99998280  x   1.00041565  =   1.00039844
 HW0354!UTM  18      -   0.99998280  x   1.00047281  =   1.00045560
 HW0354
 HW0354|---------------------------------------------------------------------|
 HW0354| PID    Reference Object                     Distance      Geod. Az  |
 HW0354|                                                           dddmmss.s |
 HW0354| HW0355 BOXWOOD RM 1                          8.464 METERS 04636     |
 HW0354| HW0356 BOXWOOD 2                            29.531 METERS 07733     |
 HW0354| HW0353 BOXWOOD AZ MK                                      2573234.8 |
 HW0354|---------------------------------------------------------------------|
 HW0354
 HW0354                          SUPERSEDED SURVEY CONTROL
 HW0354
 HW0354  NAD 83(1986)-  38 27 26.10320(N)    078 03 02.80096(W) AD(       ) 2
 HW0354  NAD 27      -  38 27 25.65090(N)    078 03 03.80539(W) AD(       ) 2
 HW0354  NGVD 29 (??/??/92)  142.211  (m)          466.57   (f) ADJ UNCH    2 0
 HW0354
 HW0354.Superseded values are not recommended for survey control.
 HW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0354.See file dsdata.txt to determine how the superseded data were derived.
 HW0354
 HW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5734460671(NAD 83)
 HW0354_MARKER: DE = TRAVERSE STATION DISK
 HW0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0354_STAMPING: BOXWOOD 1965
 HW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0354+STABILITY: SURFACE MOTION
 HW0354
 HW0354  HISTORY     - Date     Condition        Report By
 HW0354  HISTORY     - 1965     MONUMENTED       CGS
 HW0354  HISTORY     - 1965     GOOD             CGS
 HW0354  HISTORY     - 1966     SEE DESCRIPTION  CGS
 HW0354  HISTORY     - 1966     GOOD             NGS
 HW0354  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HW0354
 HW0354                          STATION DESCRIPTION
 HW0354
 HW0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW0354'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF CULPEPER,
 HW0354'0.2 MILE NORTH OF THE NORTH END OF MERRIMAC LAKE AND 100
 HW0354'FEET NORTHEAST OF THE BOXWOOD RESTAURANT.  THE PROPERTY AND
 HW0354'THE RESTAURANT IS OWNED BY MRS. RUBY BECK.
 HW0354'
 HW0354'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 HW0354'15, 29 AND 522 IN THE SOUTHERN EDGE OF CULPEPER, GO SOUTH
 HW0354'ON U.S. HIGHWAY 29 FOR 2.9 MILES TO THE BOXWOOD RESTAURANT
 HW0354'AND STATION ON THE LEFT.
 HW0354'
 HW0354'THE STATION IS 163 FEET EAST OF THE NORTHEAST CORNER OF THE
 HW0354'BOXWOOD RESTAURANT, 49 FEET SOUTH OF THE APPROXIMATE CENTER
 HW0354'OF U.S. HIGHWAY 29, 17 FEET SOUTH OF A WIRE FENCE CORNER
 HW0354'AND 3 FEET WEST OF A METAL WITNESS POST IN FENCE LINE.  IT
 HW0354'IS A STANDARD TRAVERSE DISK STAMPED BOXWOOD 1965 SET IN A
 HW0354'FLUSH SQUARE CONCRETE MONUMENT.
 HW0354'
 HW0354'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE APPROXIMATE
 HW0354'CENTER OF U.S. HIGHWAY 29, 18 FEET EAST OF WIRE FENCE CORNER
 HW0354'AND 8 INCHES NORTH OF WIRE FENCE LINE.  IT IS A STANDARD
 HW0354'DISK STAMPED BOXWOOD NO 1 1965 SET IN A SQUARE CONCRETE
 HW0354'MONUMENT PROJECTING 2 INCHES.
 HW0354'
 HW0354'THE AZIMUTH MARK IS 94 FEET WEST OF THE APPROXIMATE CENTER
 HW0354'OF ROAD TO FAIRGROUNDS, 35 FEET SOUTH OF THE APPROXIMATE
 HW0354'CENTER OF U.S. HIGHWAY 29, 1.7 FEET SOUTHWEST OF A METAL
 HW0354'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS A
 HW0354'STANDARD DISK STAMPED BOXWOOD 1965 SET IN A SQUARE CONCRETE
 HW0354'MONUMENT PROJECTING 3 INCHES.
 HW0354'
 HW0354'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 HW0354'U.S. HIGHWAY 29 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HW0354'
 HW0354'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW0354
 HW0354                          STATION RECOVERY (1965)
 HW0354
 HW0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW0354'3.6 MI SW FROM CULPEPER.
 HW0354'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 HW0354'IN, CULPEPER TO THE MARK SET IN THE TOP OF A CONCRETE POST
 HW0354'PROJECTING 1-INCH, 163 FEET EAST OF THE NORTHEAST OF THE BOXWOOD
 HW0354'RESTAURANT, 49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 17 FEET
 HW0354'SOUTH OF A FENCE CORNER, 27.7 FEET SOUTHWEST OF RM 1, 3 FEET
 HW0354'WEST OF A WIRE FENCE AND METAL WITNESS SIGN AND IS ABOUT 1 FOOT
 HW0354'ABOVE THE LEVEL OF THE HIGHWAY.
 HW0354
 HW0354                          STATION RECOVERY (1966)
 HW0354
 HW0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HW0354'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HW0354'TO BE IN GOOD CONDITION.  THE PROPERTY OWNER IS BUILDING A
 HW0354'MOTEL NEAR THE SITE AND SINCE THE STATION MARK AND REFERENCE
 HW0354'MARK WERE IN DANGER OF BEING DESTROYED BY GRADER OPERATIONS
 HW0354'A NEW STATION, BOXWOOD 2 AND REFERENCE MARK NO. 2 WERE
 HW0354'ESTABLISHED.  REFERENCE MARK NO. 1 WAS DESTROYED AT THIS TIME BUT
 HW0354'THE STATION MARK WAS LEFT IN PLACE SINCE THERE IS A
 HW0354'POSSIBILITY THAT THE MARK MAY BE ONLY COVERED UP AND NOT
 HW0354'DESTROYED.
 HW0354'
 HW0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2
 HW0354'MILES SOUTHWEST OF CULPEPER
 HW0354
 HW0354                          STATION RECOVERY (1966)
 HW0354
 HW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW0354'RECOVERED IN GOOD CONDITION.
 HW0354
 HW0354                          STATION RECOVERY (2001)
 HW0354
 HW0354'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9010 ***********************************************************************
 HV9010  DESIGNATION -  BOXWOOD
 HV9010  PID         -  HV9010
 HV9010  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9010  USGS QUAD   -  GAINESVILLE (1994)
 HV9010
 HV9010                         *CURRENT SURVEY CONTROL
 HV9010  ___________________________________________________________________
 HV9010* NAD 83(1993)-  38 52 29.13526(N)    077 34 18.26887(W)     ADJUSTED  
 HV9010* NAVD 88     -       102.4    (meters)     336.     (feet)  VERTCON   
 HV9010  ___________________________________________________________________
 HV9010  X           -   1,070,084.779 (meters)                     COMP
 HV9010  Y           -  -4,855,604.672 (meters)                     COMP
 HV9010  Z           -   3,981,546.666 (meters)                     COMP
 HV9010  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 HV9010  ELLIP HEIGHT-          70.44  (meters)          (06/04/02) GPS OBS
 HV9010  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV9010
 HV9010  HORZ ORDER  -  SECOND
 HV9010  ELLP ORDER  -  FOURTH    CLASS II
 HV9010
 HV9010.The horizontal coordinates were established by GPS observations
 HV9010.and adjusted by the National Geodetic Survey in November 1994..
 HV9010
 HV9010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9010
 HV9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9010
 HV9010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9010
 HV9010.The ellipsoidal height was determined by GPS observations
 HV9010.and is referenced to NAD 83.
 HV9010
 HV9010.The geoid height was determined by GEOID03.
 HV9010
 HV9010;                    North         East     Units Scale Factor Converg.
 HV9010;SPC VA N     - 2,134,505.505 3,580,548.552   MT  0.99995844   +0 34 45.6
 HV9010;SPC VA N     - 7,002,956.81 11,747,183.04   sFT  0.99995844   +0 34 45.6
 HV9010;UTM  18      - 4,306,022.335   276,900.298   MT  1.00021294   -1 36 53.1
 HV9010
 HV9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9010!SPC VA N     -   0.99998895  x   0.99995844  =   0.99994739
 HV9010!UTM  18      -   0.99998895  x   1.00021294  =   1.00020189
 HV9010
 HV9010                          SUPERSEDED SURVEY CONTROL
 HV9010
 HV9010  ELLIP H (11/14/94)   70.36   (m)                       GP(       ) 4 2
 HV9010  NAD 83(1993)-  38 52 29.13490(N)    077 34 18.27958(W) AD(       ) 2
 HV9010  ELLIP H (01/27/92)   69.80   (m)                       GP(       ) 4 1
 HV9010  NAD 83(1986)-  38 52 29.13530(N)    077 34 18.27958(W) AD(       ) 2
 HV9010  NGVD 29 (01/20/89)  102.7    (m)          337.     (f) GPS OBS        
 HV9010
 HV9010.Superseded values are not recommended for survey control.
 HV9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9010.See file dsdata.txt to determine how the superseded data were derived.
 HV9010
 HV9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7690006022(NAD 83)
 HV9010_MARKER: A = ALUMINUM MARKER
 HV9010_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9010_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9010+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 HV9010
 HV9010  HISTORY     - Date     Condition        Report By
 HV9010  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9010  HISTORY     - 20050412 GOOD             GEOCAC
 HV9010
 HV9010                          STATION DESCRIPTION
 HV9010
 HV9010'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9010'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9010'
 HV9010'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 234 AND
 HV9010'STATE ROUTE 705 SAUNDERS LANE, IN PRINCE WILLIAM COUNTY PROCEED NORTH
 HV9010'ON ROUTE 705 FOR 1.5 MILES TO THE STATION ON THE RIGHT, ABOUT 50 FEET
 HV9010'SOUTHEAST OF THE INTERSECTION WITH BOXWOOD ROAD.
 HV9010'
 HV9010'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9010'AND IS STAMPED---6 BOXWOOD---. THE STATION IS 28.34 FEET NORTHEAST OF
 HV9010'A SHINER IN THE CENTER OF ROUTE 705, 81.21 FEET NORTHEAST OF THE
 HV9010'NORTHWEST EDGE OF BRICK WALL AND 110.66 FEET NORTH OF SHINER SET NEAR
 HV9010'A GRAVEL DRIVE IN POWER POLE NUMBER 490.
 HV9010'
 HV9010'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9010'GROUND AND IS STAMPED---6 BOXWOOD AZIMUTH 1986---.
 HV9010'
 HV9010'AZIMUTH MARK IS SET 0.2 MILE NORTHWEST OF STATION 24.99 FEET WEST OF
 HV9010'THE CENTER OF ROUTE 705, 80.21 FEET NORTH OF POWER POLE NUMBER 190,
 HV9010'117 FEET SOUTHEAST OF A SHINER SET IN A 10-INCH CEDAR TREE AND 4 FEET
 HV9010'EAST OF A FENCE.
 HV9010
 HV9010                          STATION RECOVERY (2005)
 HV9010
 HV9010'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV9010'THE STATION IS ON THE EAST SIDE OF STATE ROUTE 705, ABOUT 150 FEET
 HV9010'SOUTH OF THE CENTERLINE OF BOXWOOD FARMS DRIVE LEADING EAST, ABOUT 46
 HV9010'FEET NORTH OF THE EXTENDED CENTERLINE OF BRIDLE LANE LEADING WEST, AND
 HV9010'FLUSH WITH THE SURFACE.  THE BRICK WALL CITED IN THE 1986 DESCRIPTION
 HV9010'IS ON THE WEST SIDE OF THE ROAD AND SUPPORTS A SIGN FOR THE OLDE SOUTH
 HV9010'ESTATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0356 ***********************************************************************
 HW0356  DESIGNATION -  BOXWOOD 2
 HW0356  PID         -  HW0356
 HW0356  STATE/COUNTY-  VA/CULPEPER
 HW0356  USGS QUAD   -  CULPEPER WEST (1979)
 HW0356
 HW0356                         *CURRENT SURVEY CONTROL
 HW0356  ___________________________________________________________________
 HW0356* NAD 83(1993)-  38 27 26.30431(N)    078 03 01.60243(W)     ADJUSTED  
 HW0356* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HW0356  ___________________________________________________________________
 HW0356  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 HW0356  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0356
 HW0356  HORZ ORDER  -  SECOND
 HW0356
 HW0356.The horizontal coordinates were established by classical geodetic methods
 HW0356.and adjusted by the National Geodetic Survey in November 1994..
 HW0356
 HW0356.The orthometric height was scaled from a topographic map.
 HW0356
 HW0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0356
 HW0356.The geoid height was determined by GEOID03.
 HW0356
 HW0356;                    North         East     Units Scale Factor Converg.
 HW0356;SPC VA N     - 2,087,855.521 3,539,237.023   MT  0.99995227   +0 16 50.1
 HW0356;SPC VA N     - 6,849,905.99 11,611,646.80   sFT  0.99995227   +0 16 50.1
 HW0356;UTM  17      - 4,260,678.287   757,372.644   MT  1.00041584   +1 50 07.5
 HW0356;UTM  18      - 4,260,965.291   233,821.995   MT  1.00047262   -1 53 53.8
 HW0356
 HW0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0356!SPC VA N     -   0.99998283  x   0.99995227  =   0.99993510
 HW0356!UTM  17      -   0.99998283  x   1.00041584  =   1.00039867
 HW0356!UTM  18      -   0.99998283  x   1.00047262  =   1.00045544
 HW0356
 HW0356|---------------------------------------------------------------------|
 HW0356| PID    Reference Object                     Distance      Geod. Az  |
 HW0356|                                                           dddmmss.s |
 HW0356| DC3872 BOXWOOD RM 2                                       08454     |
 HW0356| HW0353 BOXWOOD AZ MK                                      2573239.0 |
 HW0356| HW0354 BOXWOOD                              29.531 METERS 25733     |
 HW0356|---------------------------------------------------------------------|
 HW0356
 HW0356                          SUPERSEDED SURVEY CONTROL
 HW0356
 HW0356  NAD 83(1986)-  38 27 26.30978(N)    078 03 01.61164(W) AD(       ) 2
 HW0356  NAD 27      -  38 27 25.85747(N)    078 03 02.61613(W) AD(       ) 2
 HW0356
 HW0356.Superseded values are not recommended for survey control.
 HW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0356.See file dsdata.txt to determine how the superseded data were derived.
 HW0356
 HW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5737360678(NAD 83)
 HW0356_MARKER: DE = TRAVERSE STATION DISK
 HW0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0356_STAMPING: BOXWOOD 2 1966 BM RESET
 HW0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0356+STABILITY: SURFACE MOTION
 HW0356
 HW0356  HISTORY     - Date     Condition        Report By
 HW0356  HISTORY     - 1966     MONUMENTED       CGS
 HW0356  HISTORY     - 1966     GOOD             CGS
 HW0356  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HW0356
 HW0356                          STATION DESCRIPTION
 HW0356
 HW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HW0356'STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF CULPEPER
 HW0356'AT THE BOXWOOD RESTAURANT AND MOTEL ON THE PROPERTY OF MRS.
 HW0356'RUBY BECK.  STATION IS 62 FEET NORTH NORTHEAST OF THE NORTHEAST
 HW0356'CORNER OF MOTEL, 35 FEET SOUTH OF THE CENTERLINE OF U.S.
 HW0356'HIGHWAY 29, 9 FEET WEST OF PROPERTY LINE, 2.5 FEET SOUTH OF
 HW0356'WIRE FENCE AND 1.0 FOOT EAST OF STEEL WITNESS POST.  THE MARK
 HW0356'IS A STANDARD TRAVERSE STATION DISK SET FLUSH IN A CONCRETE
 HW0356'MONUMENT ABOUT 10 INCHES IN DIAMETER, ABOUT 1 INCH BELOW THE
 HW0356'GROUND SURFACE AND THE DISK IS STAMPED BOXWOOD 2 1966 BM
 HW0356'RESET.
 HW0356'
 HW0356'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15, 29
 HW0356'AND 522 IN THE SOUTH EDGE OF CULPEPER GO SOUTH ON U.S. HIGHWAY
 HW0356'29 FOR 2.9 MILES TO THE BOXWOOD RESTAURANT AND MOTEL AND THE
 HW0356'STATION ON THE LEFT AS DESCRIBED.
 HW0356'
 HW0356'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTERLINE OF
 HW0356'U.S. HIGHWAY 29, 2.5 FEET SOUTHWEST OF A T FENCE CORNER
 HW0356'AND 1.5 FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD
 HW0356'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN
 HW0356'DIAMETER, PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HW0356'BOXWOOD 2 NO 2 1966 BM RESET.
 HW0356'
 HW0356'AZIMUTH MARK IS 94 FEET WEST OF THE APPROXIMATE CENTER OF
 HW0356'ROAD TO FAIRGROUNDS, 35 FEET SOUTH OF THE CENTERLINE OF
 HW0356'U.S. HIGHWAY 29, 1.7 FEET SOUTHWEST OF A STEEL WITNESS POST
 HW0356'AND 1 FOOT SOUTH OF WIRE FENCE.  THE MARK IS A STANDARD
 HW0356'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 12 INCHES SQUARE,
 HW0356'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOXWOOD 1965.
 HW0356'TO REACH AZIMUTH MARK FROM STATION GO WEST ON U.S. HIGHWAY
 HW0356'29 FOR 0.35 MILE TO MARK ON LEFT OR SOUTH SIDE OF HIGHWAY
 HW0356'AS DESCRIBED.
 HW0356
 HW0356                          STATION RECOVERY (1966)
 HW0356
 HW0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HW0356'3.6 MI SW FROM CULPEPER.
 HW0356'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE POST
 HW0356'OFFICE IN CULPEPER, AT THE BOXWOOD RESTAURANT AND MOTEL, 62 FEET
 HW0356'NORTH NORTHEAST OF THE NORTHEAST CORNER OF MOTEL, 35 FEET SOUTH
 HW0356'OF THE CENTERLINE OF U.S. HIGHWAY 29, 9 FEET WEST OF PROPERTY
 HW0356'LINE, 2.5 FEET SOUTH OF A WIRE FENCE AND 1.0 FOOT EAST OF A
 HW0356'STEEL WITNESS POST.  THE DISK IS SET FLUSH IN A CONCRETE MONUMENT
 HW0356'ABOUT 10 INCHES IN DIAMETER AND ABOUT 1 INCH BELOW THE SURFACE
 HW0356'OF THE GROUND.
 HW0356
 HW0356                          STATION RECOVERY (2001)
 HW0356
 HW0356'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0353 ***********************************************************************
 HW0353  DESIGNATION -  BOXWOOD AZ MK
 HW0353  PID         -  HW0353
 HW0353  STATE/COUNTY-  VA/CULPEPER
 HW0353  USGS QUAD   -  CULPEPER WEST (1979)
 HW0353
 HW0353                         *CURRENT SURVEY CONTROL
 HW0353  ___________________________________________________________________
 HW0353* NAD 83(1986)-  38 27 21.     (N)    078 03 25.     (W)     SCALED    
 HW0353* NAVD 88     -       144.840  (meters)     475.20   (feet)  ADJUSTED  
 HW0353  ___________________________________________________________________
 HW0353  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0353  DYNAMIC HT  -         144.748 (meters)     474.89  (feet)  COMP
 HW0353  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 HW0353
 HW0353  VERT ORDER  -  SECOND    CLASS 0
 HW0353
 HW0353.The horizontal coordinates were scaled from a topographic map and have
 HW0353.an estimated accuracy of +/- 6 seconds.
 HW0353
 HW0353.The orthometric height was determined by differential leveling
 HW0353.and adjusted by the National Geodetic Survey in June 1991..
 HW0353
 HW0353.The geoid height was determined by GEOID03.
 HW0353
 HW0353.The dynamic height is computed by dividing the NAVD 88
 HW0353.geopotential number by the normal gravity value computed on the
 HW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0353.degrees latitude (g = 980.6199 gals.).
 HW0353
 HW0353.The modeled gravity was interpolated from observed gravity values.
 HW0353
 HW0353;                    North         East    Units  Estimated Accuracy
 HW0353;SPC VA N     - 2,087,690.    3,538,670.      MT  (+/- 180 meters Scaled)
 HW0353
 HW0353                          SUPERSEDED SURVEY CONTROL
 HW0353
 HW0353  NGVD 29 (??/??/92)  145.072  (m)          475.96   (f) ADJ UNCH    2 0
 HW0353
 HW0353.Superseded values are not recommended for survey control.
 HW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0353.See file dsdata.txt to determine how the superseded data were derived.
 HW0353
 HW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC568604(NAD 83)
 HW0353_MARKER: DZ = AZIMUTH MARK DISK
 HW0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0353_STAMPING: BOXWOOD 1965
 HW0353_MARK LOGO: CGS   
 HW0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0353+STABILITY: SURFACE MOTION
 HW0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0353+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2001
 HW0353
 HW0353  HISTORY     - Date     Condition        Report By
 HW0353  HISTORY     - 1965     MONUMENTED       CGS
 HW0353  HISTORY     - 20000229 GOOD             GEOMET
 HW0353  HISTORY     - 20010221 GOOD             USPSQD
 HW0353
 HW0353                          STATION DESCRIPTION
 HW0353
 HW0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0353'3.9 MI SW FROM CULPEPER.
 HW0353'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE,
 HW0353'IN CULPEPER, TO THE MARK SET IN THE TOP OF A CONCRETE POST
 HW0353'PROJECTING 3-INCHES, 94 FEET WEST OF THE APPROXIMATE CENTER OF
 HW0353'THE DRIVEWAY LEADING TO THE CULPEPER FAIR GROUNDS, 35 FEET SOUTH
 HW0353'OF THE CENTERLINE OF HIGHWAY, 1.7 FEET SOUTHWEST OF A METAL
 HW0353'WITNESS SIGN, 1 FOOT SOUTH OF A WIRE SIGN AND IS ABOUT 4 FEET
 HW0353'ABOVE THE LEVEL OF THE HIGHWAY.
 HW0353
 HW0353                          STATION RECOVERY (2000)
 HW0353
 HW0353'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HW0353'GOOD FOR GPS.
 HW0353
 HW0353                          STATION RECOVERY (2001)
 HW0353
 HW0353'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1001 ***********************************************************************
 FW1001  DESIGNATION -  BOY
 FW1001  PID         -  FW1001
 FW1001  STATE/COUNTY-  VA/NORTHAMPTON
 FW1001  USGS QUAD   -  COBB ISLAND (1989)
 FW1001
 FW1001                         *CURRENT SURVEY CONTROL
 FW1001  ___________________________________________________________________
 FW1001* NAD 83(1993)-  37 17 13.37576(N)    075 50 03.96519(W)     ADJUSTED  
 FW1001* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1001  ___________________________________________________________________
 FW1001  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FW1001  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 FW1001
 FW1001  HORZ ORDER  -  THIRD
 FW1001
 FW1001.The horizontal coordinates were established by classical geodetic methods
 FW1001.and adjusted by the National Geodetic Survey in September 1995..
 FW1001
 FW1001.The orthometric height was scaled from a topographic map.
 FW1001
 FW1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1001
 FW1001.The geoid height was determined by GEOID03.
 FW1001
 FW1001;                    North         East     Units Scale Factor Converg.
 FW1001;SPC VA S     - 1,109,174.796 3,736,327.445   MT  0.99994638   +1 37 04.1
 FW1001;SPC VA S     - 3,639,017.64 12,258,267.63   sFT  0.99994638   +1 37 04.1
 FW1001;UTM  18      - 4,127,042.705   426,034.600   MT  0.99966739   -0 30 19.9
 FW1001
 FW1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1001!SPC VA S     -   1.00000570  x   0.99994638  =   0.99995208
 FW1001!UTM  18      -   1.00000570  x   0.99966739  =   0.99967309
 FW1001
 FW1001:                Primary Azimuth Mark                     Grid Az
 FW1001:SPC VA S     -  ECKICHY                                  001 35 42.5
 FW1001:UTM  18      -  ECKICHY                                  003 43 06.5
 FW1001
 FW1001|---------------------------------------------------------------------|
 FW1001| PID    Reference Object                     Distance      Geod. Az  |
 FW1001|                                                           dddmmss.s |
 FW1001| FW1005 ECKICHY                             APPROX. 5.7 KM 0031246.6 |
 FW1001| DC7849 BOY RM 2                             16.872 METERS 00504     |
 FW1001| FW1010 SAND SHOAL INLET THE SPIT BCN       APPROX. 1.6 KM 0165902.3 |
 FW1001| FW1008 SAND SHOAL IN MIKES SAND BCN        APPROX. 3.0 KM 0634541.7 |
 FW1001| DC7848 BOY RM 1                             25.970 METERS 27022     |
 FW1001| FW1009 SAND SHOAL IN RUNNING CHAN LT       APPROX. 2.1 KM 2911916.4 |
 FW1001|---------------------------------------------------------------------|
 FW1001
 FW1001                          SUPERSEDED SURVEY CONTROL
 FW1001
 FW1001  NAD 83(1993)-  37 17 13.37378(N)    075 50 03.95599(W) AD(       ) 3
 FW1001  NAD 83(1986)-  37 17 13.37798(N)    075 50 04.00445(W) AD(       ) 3
 FW1001  NAD 27      -  37 17 12.86651(N)    075 50 05.27505(W) AD(       ) 3
 FW1001
 FW1001.Superseded values are not recommended for survey control.
 FW1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1001.See file dsdata.txt to determine how the superseded data were derived.
 FW1001
 FW1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2603527043(NAD 83)
 FW1001_MARKER: DS = TRIANGULATION STATION DISK
 FW1001_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1001_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1001
 FW1001  HISTORY     - Date     Condition        Report By
 FW1001  HISTORY     - 1933     MONUMENTED       CGS
 FW1001  HISTORY     - 1934     GOOD             CGS
 FW1001  HISTORY     - 1942     GOOD             CGS
 FW1001  HISTORY     - 1958     POOR             CGS
 FW1001  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FW1001  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FW1001
 FW1001                          STATION DESCRIPTION
 FW1001
 FW1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1001'STATION IS LOCATED ABOUT 4 MILES DUE E OF TOWN OF OYSTER,
 FW1001'VIRGINIA, ON THE N SIDE OF A NARROW CREEK RUNNING W FROM
 FW1001'MAN AND BOY CHANNEL NEAR THE N END OF MAN AND BOY MARSH.
 FW1001'THIS DRAIN OR CREEK IS 15 METERS WIDE AND TRIANGULATION
 FW1001'STATION IS 10 METERS N OF THE N BANK OF CREEK AND 50 METERS
 FW1001'W OF THE W BANK OF MAN AND BOY CHANNEL.  TRIANGULATION STATION
 FW1001'COVERS AT HIGH WATER.
 FW1001'
 FW1001'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW1001'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE.
 FW1001'
 FW1001'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 FW1001
 FW1001                          STATION RECOVERY (1934)
 FW1001
 FW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1001'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1001'ORIGINAL DESCRIPTION ADEQUATE.
 FW1001
 FW1001                          STATION RECOVERY (1942)
 FW1001
 FW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1001'THIS STATION IS LOCATED ABOUT 4 MILES E OF OYSTER, VIRGINIA,
 FW1001'ON THE N SIDE OF A NARROW CREEK RUNNING W FROM MAN AND BOY
 FW1001'CHANNEL, AND IS NEAR THE N END OF MAN AND BOY MARSH.  THIS
 FW1001'DRAIN OR CREEK IS ABOUT 15 METERS WIDE AND THE STATION IS
 FW1001'ABOUT 10 METERS N OF THE N BANK OF THE CREEK, AND ABOUT
 FW1001'50 METERS W OF THE W BANK OF MAN AND BOY CHANNEL.  THE
 FW1001'STATION IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED
 FW1001'BOY 1933, SET IN CONCRETE IN THE TOP OF A 6-INCH IN DIAMETER
 FW1001'TILE PIPE, WHICH EXTENDS 2 INCHES ABOVE THE GROUND.  THE
 FW1001'STATION IS IN GOOD CONDITION.
 FW1001'
 FW1001'REFERENCE MARK NO. 1 IS LOCATED ABOUT 10 METERS N OF THE
 FW1001'BANK OF THE CREEK, AND 25.968 METERS W OF THE STATION.  THE
 FW1001'MARK IS A BRONZE DISK REFERENCE MARK WITH THE ARROW POINTING
 FW1001'TOWARD THE STATION, STAMPED 1, 1933, SET IN CONCRETE IN
 FW1001'THE TOP OF A 6-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS
 FW1001'3 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1001'
 FW1001'REFERENCE MARK NO. 2 IS LOCATED ABOUT 27 METERS N OF THE
 FW1001'BANK OF THE CREEK, AND 16.872 METERS N OF THE STATION.  THE
 FW1001'MARK IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1001'TOWARD THE STATION, STAMPED 2 1933, SET IN CONCRETE IN
 FW1001'THE TOP OF A 6-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS
 FW1001'3 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1001
 FW1001                          STATION RECOVERY (1958)
 FW1001
 FW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1001'STATION RECOVERED.  THE STATION MARK WAS FOUND WITH THE
 FW1001'TILE PIPE BROKEN AWAY FROM THE CEMENT, THE CEMENT CRACKED,
 FW1001'AND THE DISK SETTING LOOSELY IN THE TOP.
 FW1001'
 FW1001'THE TILE PIPE OF REFERENCE MARK NO. 1 IS CRACKED.
 FW1001'
 FW1001'REFERENCE MARK NO. 2 WAS FOUND WITH THE TOP BROKEN OFF.
 FW1001'
 FW1001'EACH MARK IS LOCATED NEAR A WOODEN STAKE.
 FW1001'
 FW1001'THIS STATION IS IN BAD NEED OF REPAIR.
 FW1001
 FW1001                          STATION RECOVERY (1960)
 FW1001
 FW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW1001'STATION WAS LOCATED AS DESCRIBED BY W.D.P. IN 1942, THE
 FW1001'BRONZE MARK WAS MISSING, HOWEVER THE DRAIN TILE REMAINS.
 FW1001'
 FW1001'R.M. 1 WAS LOCATED AS DESCRIBED BY W.D.P. 1942 AND IS IN
 FW1001'GOOD CONDITION.
 FW1001'
 FW1001'R.M. 2 WAS LOCATED AS DESCRIBED, BUT THE BRONZE MARK WAS
 FW1001'BROKEN OUT AND WAS REMOVED, THE DRAIN TILE REMAINS.
 FW1001'
 FW1001'DISTANCES TO REFERENCE MARKS CHECKED.
 FW1001
 FW1001                          STATION RECOVERY (1962)
 FW1001
 FW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1001'STATION AND REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE
 FW1001'MARK NO. 1 WAS FOUND IN FAIR CONDITION, AND IS 3 FEET WEST
 FW1001'OF A CGS WITNESS SIGN.  THE 1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6892 ***********************************************************************
 HV6892  DESIGNATION -  BOYCE 1932
 HV6892  PID         -  HV6892
 HV6892  STATE/COUNTY-  VA/WESTMORELAND
 HV6892  USGS QUAD   -  MACHODOC (1982)
 HV6892
 HV6892                         *CURRENT SURVEY CONTROL
 HV6892  ___________________________________________________________________
 HV6892* NAD 83(1993)-  38 06 22.35360(N)    076 38 54.13335(W)     ADJUSTED  
 HV6892* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6892  ___________________________________________________________________
 HV6892  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 HV6892  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 HV6892
 HV6892  HORZ ORDER  -  THIRD
 HV6892
 HV6892.The horizontal coordinates were established by classical geodetic methods
 HV6892.and adjusted by the National Geodetic Survey in November 1994..
 HV6892
 HV6892.The orthometric height was scaled from a topographic map.
 HV6892
 HV6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6892
 HV6892.The geoid height was determined by GEOID03.
 HV6892
 HV6892;                    North         East     Units Scale Factor Converg.
 HV6892;SPC VA N     - 2,050,425.968 3,662,385.382   MT  0.99998794   +1 09 20.3
 HV6892;SPC VA N     - 6,727,105.86 12,015,676.04   sFT  0.99998794   +1 09 20.3
 HV6892;SPC VA S     - 1,198,347.297 3,662,392.558   MT  1.00002845   +1 07 25.7
 HV6892;SPC VA S     - 3,931,577.76 12,015,699.58   sFT  1.00002845   +1 07 25.7
 HV6892;UTM  18      - 4,218,882.381   355,481.658   MT  0.99985723   -1 01 02.7
 HV6892
 HV6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6892!SPC VA N     -   1.00000524  x   0.99998794  =   0.99999318
 HV6892!SPC VA S     -   1.00000524  x   1.00002845  =   1.00003369
 HV6892!UTM  18      -   1.00000524  x   0.99985723  =   0.99986247
 HV6892
 HV6892:                Primary Azimuth Mark                     Grid Az
 HV6892:SPC VA N     -  CHERRY 1932                              057 07 52.2
 HV6892:SPC VA S     -  CHERRY 1932                              057 09 46.8
 HV6892:UTM  18      -  CHERRY 1932                              059 18 15.2
 HV6892
 HV6892|---------------------------------------------------------------------|
 HV6892| PID    Reference Object                     Distance      Geod. Az  |
 HV6892|                                                           dddmmss.s |
 HV6892| HV6895 CHERRY 1932                         APPROX. 0.6 KM 0581712.5 |
 HV6892| HV6906 KIRK 1932                           313.176 METERS 09152     |
 HV6892| HV6910 PARHAM 1932                         APPROX. 0.5 KM 1941425.3 |
 HV6892|---------------------------------------------------------------------|
 HV6892
 HV6892                          SUPERSEDED SURVEY CONTROL
 HV6892
 HV6892  NAD 83(1993)-  38 06 22.35242(N)    076 38 54.13748(W) AD(       ) 3
 HV6892  NAD 83(1986)-  38 06 22.35350(N)    076 38 54.14944(W) AD(       ) 3
 HV6892  NAD 27      -  38 06 21.90400(N)    076 38 55.29100(W) AD(       ) 3
 HV6892
 HV6892.Superseded values are not recommended for survey control.
 HV6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6892.See file dsdata.txt to determine how the superseded data were derived.
 HV6892
 HV6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5548218882(NAD 83)
 HV6892_MARKER: Z = SEE DESCRIPTION
 HV6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6892+STABILITY: SURFACE MOTION
 HV6892
 HV6892  HISTORY     - Date     Condition        Report By
 HV6892  HISTORY     - 1932     MONUMENTED       VACF
 HV6892  HISTORY     - 1942     GOOD             CGS
 HV6892  HISTORY     - 1957     GOOD             CGS
 HV6892  HISTORY     - 1961     GOOD             CGS
 HV6892  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6892  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6892
 HV6892                          STATION DESCRIPTION
 HV6892
 HV6892'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6892'STATION IS ON THE INNER END OF A LOW MARSHY POINT ON THE LAND OF
 HV6892'CHARLES BOYCE MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 HV6892'PIPE SURROUNDED UNDER THE SURFACE BY A BLOCK OF CONCRETE.
 HV6892'
 HV6892'INSTRUMENT ON ITS TRIPOD.
 HV6892
 HV6892                          STATION RECOVERY (1942)
 HV6892
 HV6892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6892'THE STATION IS LOCATED ON THE WEST SHORE OF THE LOWER MACHODOC
 HV6892'RIVER ON THE INNER END OF A LOW MARSHY POINT, ABOUT 10 METERS FROM
 HV6892'EACH MEAN HIGH WATER LINE, ON THE LAND OF CHARLES BOYCE.
 HV6892'
 HV6892'THE STATION IS A 1 INCH GALVANIZED IRON PIPE PROJECTING 6 INCHES
 HV6892'ABOVE THE MARSH SURFACE, SET IN A 9 BY 7 INCH CONCRETE MONUMENT,
 HV6892'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  THE STATION IS
 HV6892'IN GOOD CONDITION.
 HV6892
 HV6892                          STATION RECOVERY (1957)
 HV6892
 HV6892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6892'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6892'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6892'
 HV6892'THE SMALL OAK IS GONE.
 HV6892'
 HV6892'THE STATION IS 76.0 FEET NORTHEAST OF AN 8 INCH OAK TREE (LARGEST
 HV6892'ALONG BANK), 56.0 FEET NORTH OF NORTHEAST CORNER OF FIELD AND
 HV6892'ABOUT 32.0 FEET FROM EACH MEAN HIGH-WATER LINE.  THE PIPE PROJECTS
 HV6892'3 INCHES ABOVE THE GROUND.
 HV6892
 HV6892                          STATION RECOVERY (1961)
 HV6892
 HV6892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6892'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6892'DESCRIPTION WITH ADDITIONS BY W.F.D. IN 1957 IS ADEQUATE AND COMPLETE.
 HV6892
 HV6892                          STATION RECOVERY (1998)
 HV6892
 HV6892'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6892'MARK NOT FOUND.
 HV6892
 HV6892                          STATION RECOVERY (2003)
 HV6892
 HV6892'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0089 ***********************************************************************
 FY0089  DESIGNATION -  BOYD
 FY0089  PID         -  FY0089
 FY0089  STATE/COUNTY-  VA/MECKLENBURG
 FY0089  USGS QUAD   -  BOYDTON (1990)
 FY0089
 FY0089                         *CURRENT SURVEY CONTROL
 FY0089  ___________________________________________________________________
 FY0089* NAD 83(1993)-  36 39 42.38473(N)    078 24 40.51980(W)     ADJUSTED  
 FY0089* NAVD 88     -       120.196  (meters)     394.34   (feet)  ADJUSTED  
 FY0089  ___________________________________________________________________
 FY0089  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 FY0089  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY0089  DYNAMIC HT  -         120.105 (meters)     394.04  (feet)  COMP
 FY0089  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 FY0089
 FY0089  HORZ ORDER  -  SECOND
 FY0089  VERT ORDER  -  SECOND    CLASS 0
 FY0089
 FY0089.The horizontal coordinates were established by classical geodetic methods
 FY0089.and adjusted by the National Geodetic Survey in September 1995..
 FY0089
 FY0089.The orthometric height was determined by differential leveling
 FY0089.and adjusted by the National Geodetic Survey in June 1991..
 FY0089
 FY0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0089
 FY0089.The geoid height was determined by GEOID03.
 FY0089
 FY0089.The dynamic height is computed by dividing the NAVD 88
 FY0089.geopotential number by the normal gravity value computed on the
 FY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0089.degrees latitude (g = 980.6199 gals.).
 FY0089
 FY0089.The modeled gravity was interpolated from observed gravity values.
 FY0089
 FY0089;                    North         East     Units Scale Factor Converg.
 FY0089;SPC VA S     - 1,036,452.390 3,507,934.310   MT  1.00002069   +0 03 13.9
 FY0089;SPC VA S     - 3,400,427.55 11,508,947.82   sFT  1.00002069   +0 03 13.9
 FY0089;UTM  17      - 4,060,475.102   731,375.298   MT  1.00025960   +1 32 47.0
 FY0089
 FY0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0089!SPC VA S     -   0.99998615  x   1.00002069  =   1.00000683
 FY0089!UTM  17      -   0.99998615  x   1.00025960  =   1.00024574
 FY0089
 FY0089:                Primary Azimuth Mark                     Grid Az
 FY0089:SPC VA S     -  BOYDTON MUNICIPAL TANK                   070 41 35.9
 FY0089:UTM  17      -  BOYDTON MUNICIPAL TANK                   069 12 02.8
 FY0089
 FY0089|---------------------------------------------------------------------|
 FY0089| PID    Reference Object                     Distance      Geod. Az  |
 FY0089|                                                           dddmmss.s |
 FY0089| FY2521 BOYDTON MUNICIPAL TANK              APPROX. 2.1 KM 0704449.8 |
 FY0089| FY0090 BOYD RM 1                            34.238 METERS 17810     |
 FY0089|---------------------------------------------------------------------|
 FY0089
 FY0089                          SUPERSEDED SURVEY CONTROL
 FY0089
 FY0089  NAD 83(1986)-  36 39 42.38263(N)    078 24 40.52855(W) AD(       ) 2
 FY0089  NAD 27      -  36 39 41.88531(N)    078 24 41.53374(W) AD(       ) 2
 FY0089  NGVD 29 (??/??/92)  120.466  (m)          395.23   (f) ADJ UNCH    2 0
 FY0089
 FY0089.Superseded values are not recommended for survey control.
 FY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0089.See file dsdata.txt to determine how the superseded data were derived.
 FY0089
 FY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3137560475(NAD 83)
 FY0089_MARKER: DE = TRAVERSE STATION DISK
 FY0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0089_STAMPING: BOYD 1966
 FY0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0089+STABILITY: SURFACE MOTION
 FY0089
 FY0089  HISTORY     - Date     Condition        Report By
 FY0089  HISTORY     - 1966     MONUMENTED       CGS
 FY0089  HISTORY     - 1966     GOOD             CGS
 FY0089  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0089
 FY0089                          STATION DESCRIPTION
 FY0089
 FY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY0089'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF CLARKSVILLE,
 FY0089'1.0 MILE WEST OF BOYDTON AND ON THE SOUTH RIGHT OF WAY OF
 FY0089'U.S. HIGHWAY 58.
 FY0089'
 FY0089'TO REACH THE STATION FROM THE POST OFFICE IN BOYDTON, GO
 FY0089'WESTERLY ON U.S. HIGHWAY 58 FOR 1.2 MILES TO THE STATION
 FY0089'ON THE LEFT.
 FY0089'
 FY0089'THE STATION MARK IS 130.0 FEET EAST OF A DRIVEWAY, 110.0
 FY0089'FEET WEST OF A FENCE CORNER, 47.0 FEET SOUTH OF THE CENTERLINE
 FY0089'OF U.S. HIGHWAY 58 AND 8.0 FEET NORTH OF A FENCE.  THE MARK
 FY0089'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0089'POST SET FLUSH WITH THE GROUND AND STAMPED BOYD 1966.
 FY0089'
 FY0089'REFERENCE MARK NO. 1 IS 30.0 FEET SOUTH OF THE CENTERLINE
 FY0089'OF U.S. HIGHWAY 58 AND 22.0 FEET NORTH OF A FENCE CORNER.
 FY0089'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE WEST
 FY0089'EDGE OF A CONCRETE CULVERT AND STAMPED BOYD NO 1 1966.
 FY0089'
 FY0089'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 FY0089
 FY0089                          STATION RECOVERY (1966)
 FY0089
 FY0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FY0089'1.3 MI W FROM BOYDTON.
 FY0089'1.3 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0089'BOYDTON, 130 FEET EAST OF A DRIVEWAY, 110 FEET WEST OF A FENCE
 FY0089'CORNER, 47 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 8.0 FEET
 FY0089'NORTH OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST, FLUSH,
 FY0089'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 FY0089
 FY0089                          STATION RECOVERY (2005)
 FY0089
 FY0089'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0089'AREA CHANGED AND REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5132 ***********************************************************************
 GV5132  DESIGNATION -  BOYD
 GV5132  PID         -  GV5132
 GV5132  STATE/COUNTY-  VA/NEW KENT
 GV5132  USGS QUAD   -  TUNSTALL (1984)
 GV5132
 GV5132                         *CURRENT SURVEY CONTROL
 GV5132  ___________________________________________________________________
 GV5132* NAD 83(1993)-  37 35 54.92003(N)    077 05 08.38372(W)     ADJUSTED  
 GV5132* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5132  ___________________________________________________________________
 GV5132  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 GV5132  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV5132
 GV5132  HORZ ORDER  -  THIRD
 GV5132
 GV5132.The horizontal coordinates were established by classical geodetic methods
 GV5132.and adjusted by the National Geodetic Survey in November 1994..
 GV5132
 GV5132.The orthometric height was scaled from a topographic map.
 GV5132
 GV5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5132
 GV5132.The geoid height was determined by GEOID03.
 GV5132
 GV5132;                    North         East     Units Scale Factor Converg.
 GV5132;SPC VA S     - 1,141,348.422 3,624,888.360   MT  0.99995351   +0 51 30.2
 GV5132;SPC VA S     - 3,744,573.95 11,892,654.56   sFT  0.99995351   +0 51 30.2
 GV5132;UTM  18      - 4,163,324.271   315,880.331   MT  1.00001758   -1 16 22.3
 GV5132
 GV5132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5132!SPC VA S     -   1.00000518  x   0.99995351  =   0.99995869
 GV5132!UTM  18      -   1.00000518  x   1.00001758  =   1.00002276
 GV5132
 GV5132|---------------------------------------------------------------------|
 GV5132| PID    Reference Object                     Distance      Geod. Az  |
 GV5132|                                                           dddmmss.s |
 GV5132| GV5135 BUCK                                257.417 METERS 08700     |
 GV5132| GV5186 PEN                                 APPROX. 0.6 KM 1053431.3 |
 GV5132| GV5163 HOG                                 APPROX. 0.5 KM 1224725.6 |
 GV5132| DC5167 BOYD RM 2                             5.163 METERS 14939     |
 GV5132| DC5168 BOYD RM 3                             4.538 METERS 26215     |
 GV5132| GV5217 WATER                               210.643 METERS 31437     |
 GV5132| DC5166 BOYD RM 1                             3.117 METERS 33344     |
 GV5132| GV5129 BLACK                               280.614 METERS 35221     |
 GV5132|---------------------------------------------------------------------|
 GV5132
 GV5132                          SUPERSEDED SURVEY CONTROL
 GV5132
 GV5132  NAD 83(1986)-  37 35 54.92121(N)    077 05 08.40123(W) AD(       ) 3
 GV5132  NAD 27      -  37 35 54.37200(N)    077 05 09.40000(W) AD(       ) 3
 GV5132
 GV5132.Superseded values are not recommended for survey control.
 GV5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5132.See file dsdata.txt to determine how the superseded data were derived.
 GV5132
 GV5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1588063324(NAD 83)
 GV5132_MARKER: DS = TRIANGULATION STATION DISK
 GV5132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5132
 GV5132  HISTORY     - Date     Condition        Report By
 GV5132  HISTORY     - 1912     MONUMENTED       CGS
 GV5132  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5132  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5132  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5132
 GV5132                          STATION DESCRIPTION
 GV5132
 GV5132'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5132'STATION IS ABOUT 275 METERS BELOW THE OLD PALATIAL RESIDENCE
 GV5132'OF THE GARLICS, AT ABOUT LOWER END OF HIGHEST GROUND ALONG SHORE,
 GV5132'10 FEET IN ELEVATION, ON A SMALL ELLIPTICAL PIECE OF HIGH GROUND,
 GV5132'4.3 METERS BACK FROM TOP OF BLUFF BANK.
 GV5132'
 GV5132'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES STANDING
 GV5132'2 INCHES ABOVE SURFACE AND BEARING REINFORCED IN ITS CENTER THE
 GV5132'REGULATION BRASS PLATE.  SUB-MARKED.
 GV5132'
 GV5132'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON 10-INCH
 GV5132'WHITE OAK, 10 INCHES ABOVE GROUND AS USUAL SO THAT IF TREE
 GV5132'IS CUT DOWN THE TRIANGLE REMAINS, DISTANT 3.117 METERS ON LINE
 GV5132'19 DEG 07 MIN 35 SEC TO RIGHT OF LINE TO STATION WATER.
 GV5132'
 GV5132'REFERENCE MARK NO. 2 IS TRIANGLE ON 11-INCH WHITE OAK, DISTANT
 GV5132'5.163 METERS ON LINE 195 DEG 02 MIN 35 SEC TO RIGHT OF LINE TO
 GV5132'STATION WATER.
 GV5132'
 GV5132'REFERENCE MARK NO. 3 IS TRIANGLE CUT ON 2-FOOT BLACK OAK, DISTANT
 GV5132'4.538 METERS ON LINE 307 DEG 38 MIN 29 SEC TO RIGHT OF LINE TO
 GV5132'STATION WATER.
 GV5132
 GV5132                          STATION RECOVERY (2000)
 GV5132
 GV5132'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5132'MARK NOT FOUND.
 GV5132
 GV5132                          STATION RECOVERY (2001)
 GV5132
 GV5132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5132
 GV5132                          STATION RECOVERY (2005)
 GV5132
 GV5132'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9392 ***********************************************************************
 AA9392  DESIGNATION -  BOYD
 AA9392  PID         -  AA9392
 AA9392  STATE/COUNTY-  VA/PATRICK
 AA9392  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9392
 AA9392                         *CURRENT SURVEY CONTROL
 AA9392  ___________________________________________________________________
 AA9392* NAD 83(1993)-  36 41 31.51113(N)    080 23 44.47218(W)     ADJUSTED  
 AA9392* NAVD 88     -       842.4    (meters)    2764.     (feet)  GPS OBS   
 AA9392  ___________________________________________________________________
 AA9392  X           -     854,425.195 (meters)                     COMP
 AA9392  Y           -  -5,049,353.361 (meters)                     COMP
 AA9392  Z           -   3,790,532.318 (meters)                     COMP
 AA9392  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA9392  ELLIP HEIGHT-         810.30  (meters)          (05/17/02) GPS OBS
 AA9392  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AA9392
 AA9392  HORZ ORDER  -  FIRST
 AA9392  ELLP ORDER  -  FOURTH    CLASS II
 AA9392
 AA9392.The horizontal coordinates were established by GPS observations
 AA9392.and adjusted by the National Geodetic Survey in December 1995..
 AA9392
 AA9392.The orthometric height was determined by GPS observations and a
 AA9392.high-resolution geoid model.
 AA9392
 AA9392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9392
 AA9392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9392
 AA9392.The ellipsoidal height was determined by GPS observations
 AA9392.and is referenced to NAD 83.
 AA9392
 AA9392.The geoid height was determined by GEOID03.
 AA9392
 AA9392;                    North         East     Units Scale Factor Converg.
 AA9392;SPC VA S     - 1,041,513.555 3,330,592.743   MT  1.00001437   -1 09 01.9
 AA9392;SPC VA S     - 3,417,032.39 10,927,119.69   sFT  1.00001437   -1 09 01.9
 AA9392;UTM  17      - 4,060,885.520   553,985.745   MT  0.99963591   +0 21 39.9
 AA9392
 AA9392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9392!SPC VA S     -   0.99987285  x   1.00001437  =   0.99988722
 AA9392!UTM  17      -   0.99987285  x   0.99963591  =   0.99950881
 AA9392
 AA9392                          SUPERSEDED SURVEY CONTROL
 AA9392
 AA9392  ELLIP H (12/05/95)  810.40   (m)                       GP(       ) 4 2
 AA9392
 AA9392.Superseded values are not recommended for survey control.
 AA9392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9392.See file dsdata.txt to determine how the superseded data were derived.
 AA9392
 AA9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5398660886(NAD 83)
 AA9392_MARKER: DD = SURVEY DISK
 AA9392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9392_STAMPING: 1090 BOYD VA LS 1718 1995
 AA9392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9392+STABILITY: SURFACE MOTION
 AA9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9392+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9392
 AA9392  HISTORY     - Date     Condition        Report By
 AA9392  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9392
 AA9392                          STATION DESCRIPTION
 AA9392
 AA9392'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9392'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 2.5 MILES
 AA9392'SOUTHWEST OF THE TOWN OF VESTA.  TO REACH THE STATION FROM THE
 AA9392'INTERSECTION OF U.S. HIGHWAY 58 AT THE VESTA POST OFFICE AND STATE
 AA9392'ROUTE 636 PROCEED SOUTHWEST ALONG STATE ROUTE 636 A DISTANCE OF 0.7
 AA9392'MILE TO ITS INTERSECTION WITH STATE ROUTE 632. TURN RIGHT AND PROCEED
 AA9392'NORTHWEST ALONG STATE ROUTE 632 A DISTANCE OF 0.6 MILE TO ITS
 AA9392'INTERSECTION WITH STATE ROUTE 639.  TURN LEFT AND PROCEED SOUTHWEST
 AA9392'ALONG STATE ROUTE 639 A DISTANCE OF 1.1 MILES TO ITS INTERSECTION WITH
 AA9392'STATE ROUTE 637.  BEAR RIGHT AND PROCEED SOUTHWEST ALONG STATE ROUTE
 AA9392'639 A DISTANCE OF 0.6 MILE TO A DIRT (CLAY)DRIVEWAY. TURN RIGHT AND
 AA9392'PROCEED WEST ALONG DIRT (CLAY) DRIVEWAY A DISTANCE OF 0.1 MILE TO A
 AA9392'HAYFIELD ROAD. BEAR RIGHT AND PROCEED WEST ALONG THE HAYFIELD ROAD A
 AA9392'DISTANCE OF 0.5 MILE TO THE STATION ON THE RIGHT. OBTAIN PERMISSION
 AA9392'FROM MR. MAJOR W. BOYD, ROUTE 1, BOX 149, MEADOWS OF DAN, VIRGINIA
 AA9392'24120, TELEPHONE NUMBER 703/952-2532.  THE STATION IS A STANDARD 3 1/4
 AA9392'INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AA9392'1.0 FEET BELOW GROUND AND STAMPED 1090 BOYD VA LS 1718 1995.  FOUR
 AA9392'MAGNETS ARE BURIED 1.0 FOOT BELOW GROUND 5.0 FEET EACH NORTH, SOUTH,
 AA9392'EAST, AND WEST TO FACILITATE RECOVERY.  REFERENCES (ALL DIRECTIONS ARE
 AA9392'REFERENCED FROM 1995 MAGNETIC NORTH)(1) 36.3 FEET AZIMUTH 60 DEGREES
 AA9392'TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 1.0 FOOT BELOW
 AA9392'GROUND 4.0 FEET WEST EDGE OF HAYFIELD FARM ROAD, (2) 69.4 FEET AZIMUTH
 AA9392'190 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 0.1
 AA9392'FOOT ABOVE GROUND ON THE EDGE OF WOODS, (3) 60.7 FEET AZIMUTH 289
 AA9392'DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 0.1 FOOT
 AA9392'ABOVE GROUND ON THE EDGE OF WOODS, AND (4) 40.0 FEET NORTHEAST FROM A
 AA9392'WHITE CARSONITE WITNESS POST.  THE STATION IS INTERVISIBLE WITH
 AA9392'STATION 1091 BOYD AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9393 ***********************************************************************
 AA9393  DESIGNATION -  BOYD AZ MK
 AA9393  PID         -  AA9393
 AA9393  STATE/COUNTY-  VA/PATRICK
 AA9393  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9393
 AA9393                         *CURRENT SURVEY CONTROL
 AA9393  ___________________________________________________________________
 AA9393* NAD 83(1993)-  36 41 52.09769(N)    080 23 41.48092(W)     ADJUSTED  
 AA9393* NAVD 88     -       872.0    (meters)    2861.     (feet)  GPS OBS   
 AA9393  ___________________________________________________________________
 AA9393  X           -     854,439.110 (meters)                     COMP
 AA9393  Y           -  -5,048,990.499 (meters)                     COMP
 AA9393  Z           -   3,791,058.953 (meters)                     COMP
 AA9393  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AA9393  ELLIP HEIGHT-         839.98  (meters)          (05/17/02) GPS OBS
 AA9393  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 AA9393
 AA9393  HORZ ORDER  -  FIRST
 AA9393  ELLP ORDER  -  FOURTH    CLASS II
 AA9393
 AA9393.The horizontal coordinates were established by GPS observations
 AA9393.and adjusted by the National Geodetic Survey in December 1995..
 AA9393
 AA9393.The orthometric height was determined by GPS observations and a
 AA9393.high-resolution geoid model.
 AA9393
 AA9393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9393
 AA9393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9393
 AA9393.The ellipsoidal height was determined by GPS observations
 AA9393.and is referenced to NAD 83.
 AA9393
 AA9393.The geoid height was determined by GEOID03.
 AA9393
 AA9393;                    North         East     Units Scale Factor Converg.
 AA9393;SPC VA S     - 1,042,146.537 3,330,679.723   MT  1.00001321   -1 09 00.1
 AA9393;SPC VA S     - 3,419,109.10 10,927,405.06   sFT  1.00001321   -1 09 00.1
 AA9393;UTM  17      - 4,061,520.336   554,055.971   MT  0.99963600   +0 21 41.9
 AA9393
 AA9393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9393!SPC VA S     -   0.99986819  x   1.00001321  =   0.99988140
 AA9393!UTM  17      -   0.99986819  x   0.99963600  =   0.99950424
 AA9393
 AA9393:                Primary Azimuth Mark                     Grid Az
 AA9393:SPC VA S     -  TEAGUE                                   341 09 08.6
 AA9393:UTM  17      -  TEAGUE                                   339 38 26.6
 AA9393
 AA9393|---------------------------------------------------------------------|
 AA9393| PID    Reference Object                     Distance      Geod. Az  |
 AA9393|                                                           dddmmss.s |
 AA9393| AA9391 TEAGUE                              APPROX. 0.6 KM 3400008.5 |
 AA9393|---------------------------------------------------------------------|
 AA9393
 AA9393                          SUPERSEDED SURVEY CONTROL
 AA9393
 AA9393  ELLIP H (12/05/95)  840.07   (m)                       GP(       ) 4 2
 AA9393
 AA9393.Superseded values are not recommended for survey control.
 AA9393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9393.See file dsdata.txt to determine how the superseded data were derived.
 AA9393
 AA9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5405661520(NAD 83)
 AA9393_MARKER: DD = SURVEY DISK
 AA9393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9393_STAMPING: 1091 BOYD AZ MK VA LS 1718 1995
 AA9393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9393+STABILITY: SURFACE MOTION
 AA9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9393+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9393
 AA9393  HISTORY     - Date     Condition        Report By
 AA9393  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9393
 AA9393                          STATION DESCRIPTION
 AA9393
 AA9393'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9393'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 2.5 MILES
 AA9393'SOUTHWEST OF THE TOWN OF VESTA.  TO REACH THE STATION FROM THE
 AA9393'INTERSECTION OF U.S. HIGHWAY 58 AT THE VESTA POST OFFICE AND STATE
 AA9393'ROUTE 636 PROCEED SOUTHWEST ALONG STATE ROUTE 636 A DISTANCE OF  0.7
 AA9393'MILE TO ITS INTERSECTION WITH STATE ROUTE 632. TURN RIGHT AND PROCEED
 AA9393'NORTHWEST ALONG STATE ROUTE 632 A DISTANCE OF 0.6 MILE TO ITS
 AA9393'INTERSECTION WITH STATE ROUTE 639.  TURN LEFT AND PROCEED SOUTHWEST
 AA9393'ALONG STATE ROUTE 639 A DISTANCE OF 1.1 MILES TO ITS INTERSECTION
 AA9393'STATE ROUTE 637. BEAR RIGHT AND PROCEED SOUTHWEST ALONG STATE ROUTE
 AA9393'639 A DISTANCE OF 0.6 MILE TO A DIRT (CLAY) DRIVEWAY. TURN RIGHT AND
 AA9393'PROCEED WEST ALONG DIRT (CLAY) DRIVEWAY A DISTANCE OF 0.1 MILE TO A
 AA9393'HAYFIELD ROAD. BEAR RIGHT AND PROCEED WEST ALONG THE HAYFIELD ROAD A
 AA9393'DISTANCE OF 0.1 MILE TO THE STATION ON THE RIGHT NEAR AN OLD SLAVE
 AA9393'CEMETERY. OBTAIN PERMISSION FROM MR. MAJOR W. BOYD, ROUTE 1, BOX 149,
 AA9393'MEADOWS OF DAN, VIRGINIA 24120, TELEPHONE NUMBER 703/952-2532.  THE
 AA9393'STATION IS A STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED
 AA9393'IN PLACE CONCRETE MONUMENT 1.0 FOOT BELOW GROUND AND STAMPED 1091 BOYD
 AA9393'AZ MK VA LS 1718 1995.  FOUR MAGNETS ARE BURIED 1.0 FOOT BELOW GROUND
 AA9393'5.0 FEET EACH NORTH, SOUTH, EAST, AND WEST TO FACILITATE RECOVERY.
 AA9393'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9393'56.9 FEET AZIMUTH 4 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9393'GEOMETRICS CAP SET FLUSH WITH THE GROUND 1.0 FOOT SOUTH OF BARBWIRE
 AA9393'FENCELINE POST, (2) 81.1 FEET AZIMUTH 108 DEGREES TO A NUMBER 5 REBAR
 AA9393'WITH A YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND 1.0 FOOT WEST
 AA9393'OF BARBWIRE FENCELINE POST, (3) 33.1 FEET AZIMUTH 218 DEGREES TO A
 AA9393'NUMBER 5 REBAR WITH A YELLOW GEOMETRICS SET CAP 1.0 FOOT BELOW GROUND
 AA9393'ON THE NORTH SIDE OF HAYFIELD FARM ROAD, AND (4) 8.6 FEET SOUTHWEST
 AA9393'FROM A WHITE CARSONITE WITNESS POST.  THE STATION IS INTERVISIBLE WITH
 AA9393'STATION 1090 BOYD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0090 ***********************************************************************
 FY0090  DESIGNATION -  BOYD RM 1
 FY0090  PID         -  FY0090
 FY0090  STATE/COUNTY-  VA/MECKLENBURG
 FY0090  USGS QUAD   -  BOYDTON (1990)
 FY0090
 FY0090                         *CURRENT SURVEY CONTROL
 FY0090  ___________________________________________________________________
 FY0090* NAD 83(1986)-  36 39 42.     (N)    078 24 40.     (W)     SCALED    
 FY0090* NAVD 88     -       119.972  (meters)     393.61   (feet)  ADJUSTED  
 FY0090  ___________________________________________________________________
 FY0090  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY0090  DYNAMIC HT  -         119.881 (meters)     393.31  (feet)  COMP
 FY0090  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 FY0090
 FY0090  VERT ORDER  -  SECOND    CLASS 0
 FY0090
 FY0090.The horizontal coordinates were scaled from a topographic map and have
 FY0090.an estimated accuracy of +/- 6 seconds.
 FY0090
 FY0090.The orthometric height was determined by differential leveling
 FY0090.and adjusted by the National Geodetic Survey in June 1991..
 FY0090
 FY0090.The geoid height was determined by GEOID03.
 FY0090
 FY0090.The dynamic height is computed by dividing the NAVD 88
 FY0090.geopotential number by the normal gravity value computed on the
 FY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0090.degrees latitude (g = 980.6199 gals.).
 FY0090
 FY0090.The modeled gravity was interpolated from observed gravity values.
 FY0090
 FY0090;                    North         East    Units  Estimated Accuracy
 FY0090;SPC VA S     - 1,036,440.    3,507,950.      MT  (+/- 180 meters Scaled)
 FY0090
 FY0090                          SUPERSEDED SURVEY CONTROL
 FY0090
 FY0090  NGVD 29 (??/??/92)  120.242  (m)          394.49   (f) ADJ UNCH    2 0
 FY0090
 FY0090.Superseded values are not recommended for survey control.
 FY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0090.See file dsdata.txt to determine how the superseded data were derived.
 FY0090
 FY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA313604(NAD 83)
 FY0090_MARKER: DR = REFERENCE MARK DISK
 FY0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0090_SP_SET: CULVERT
 FY0090_STAMPING: BOYD NO 1 1966
 FY0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0090
 FY0090  HISTORY     - Date     Condition        Report By
 FY0090  HISTORY     - 1966     MONUMENTED       CGS
 FY0090  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0090
 FY0090                          STATION DESCRIPTION
 FY0090
 FY0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0090'1.3 MI W FROM BOYDTON.
 FY0090'AT THE BOYD STATION SITE-- 112.33 FEET EAST OF THE STATION, 30
 FY0090'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 22 FEET NORTH OF A FENCE
 FY0090'CORNER, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF
 FY0090'A PIPE CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0090
 FY0090                          STATION RECOVERY (2005)
 FY0090
 FY0090'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0090'CULVERT REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0021 ***********************************************************************
 GW0021  DESIGNATION -  BOYDS
 GW0021  PID         -  GW0021
 GW0021  STATE/COUNTY-  VA/ALBEMARLE
 GW0021  USGS QUAD   -  BOYD TAVERN (1987)
 GW0021
 GW0021                         *CURRENT SURVEY CONTROL
 GW0021  ___________________________________________________________________
 GW0021* NAD 83(1993)-  37 59 04.38401(N)    078 20 18.00553(W)     ADJUSTED  
 GW0021* NAVD 88     -       147.641  (meters)     484.39   (feet)  ADJUSTED  
 GW0021  ___________________________________________________________________
 GW0021  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GW0021  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GW0021  DYNAMIC HT  -         147.541 (meters)     484.06  (feet)  COMP
 GW0021  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 GW0021
 GW0021  HORZ ORDER  -  SECOND
 GW0021  VERT ORDER  -  SECOND    CLASS 0
 GW0021
 GW0021.The horizontal coordinates were established by classical geodetic methods
 GW0021.and adjusted by the National Geodetic Survey in November 1994..
 GW0021
 GW0021.The orthometric height was determined by differential leveling
 GW0021.and adjusted by the National Geodetic Survey in June 1991..
 GW0021
 GW0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0021
 GW0021.The geoid height was determined by GEOID03.
 GW0021
 GW0021.The dynamic height is computed by dividing the NAVD 88
 GW0021.geopotential number by the normal gravity value computed on the
 GW0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0021.degrees latitude (g = 980.6199 gals.).
 GW0021
 GW0021.The modeled gravity was interpolated from observed gravity values.
 GW0021
 GW0021;                    North         East     Units Scale Factor Converg.
 GW0021;SPC VA S     - 1,183,262.874 3,514,202.465   MT  1.00000331   +0 05 53.2
 GW0021;SPC VA S     - 3,882,088.28 11,529,512.59   sFT  1.00000331   +0 05 53.2
 GW0021;UTM  17      - 4,207,443.914   733,756.683   MT  1.00027304   +1 38 19.9
 GW0021
 GW0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0021!SPC VA S     -   0.99998192  x   1.00000331  =   0.99998523
 GW0021!UTM  17      -   0.99998192  x   1.00027304  =   1.00025496
 GW0021
 GW0021|---------------------------------------------------------------------|
 GW0021| PID    Reference Object                     Distance      Geod. Az  |
 GW0021|                                                           dddmmss.s |
 GW0021| GW0020 BOYDS RM 1                           19.019 METERS 08835     |
 GW0021| GW2300 AIRWAY BN 50 SE CHARLOTTSVILLE      APPROX. 5.6 KM 2083454.7 |
 GW0021| GW2303 CARTER MTN LOOKOUT TOWER            APPROX.13.3 KM 2675554.0 |
 GW0021| HW3312 PATTERSON MTN OBSERVATION TWR       APPROX.11.2 KM 2790354.8 |
 GW0021| GW0022 MAR 53=488                           25.433 METERS 31402     |
 GW0021|---------------------------------------------------------------------|
 GW0021
 GW0021                          SUPERSEDED SURVEY CONTROL
 GW0021
 GW0021  NAD 83(1986)-  37 59 04.38891(N)    078 20 18.00749(W) AD(       ) 2
 GW0021  NAD 27      -  37 59 03.88180(N)    078 20 18.98720(W) AD(       ) 2
 GW0021  NGVD 29 (??/??/92)  147.894  (m)          485.22   (f) ADJ UNCH    2 0
 GW0021
 GW0021.Superseded values are not recommended for survey control.
 GW0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0021.See file dsdata.txt to determine how the superseded data were derived.
 GW0021
 GW0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3375707444(NAD 83)
 GW0021_MARKER: DS = TRIANGULATION STATION DISK
 GW0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0021_STAMPING: BOYDS 1958
 GW0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0021+STABILITY: SURFACE MOTION
 GW0021
 GW0021  HISTORY     - Date     Condition        Report By
 GW0021  HISTORY     - 1958     MONUMENTED       CGS
 GW0021  HISTORY     - 1958     GOOD             CGS
 GW0021
 GW0021                          STATION DESCRIPTION
 GW0021
 GW0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW0021'THE STATION IS LOCATED ABOUT 9 MILES EAST SOUTHEAST OF
 GW0021'CHARLOTTESVILLE AND 7 MILES WEST OF ZION CROSSROADS, ON PROPERTY
 GW0021'OWNED BY MR. E.H. ODENDHAL.  IT IS 139 FEET EAST OF THE
 GW0021'NORTHEAST CORNER OF A TWO STOREY HOUSE, 73 FEET WEST OF
 GW0021'THE CENTERLINE OF THE INTERSECTION OF COUNTY ROADS 616 AND
 GW0021'759, 27 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 GW0021'616 AND 5 FEET SOUTHWEST OF A C AND GS WITNESS SIGN.
 GW0021'THE MARK IS SET LEVEL WITH THE GROUND AND THE DISK IS
 GW0021'STAMPED BOYDS 1958.
 GW0021'
 GW0021'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTERLINE
 GW0021'OF THE INTERSECTION OF COUNTY ROADS 616 AND 759, 20 FEET
 GW0021'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 616, 2 FEET SOUTH
 GW0021'OF A FENCE LINE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GW0021'THE MARK PROJECTS TWO INCHES AND THE DISK IS STAMPED BOYDS
 GW0021'NO 1 1958.
 GW0021'
 GW0021'MAR 53 1929 (USGS) IS 56 FEET EAST OF THE NORTHEAST CORNER
 GW0021'OF A 2 STOREY HOUSE, 25 FEET SOUTHWEST OF THE CENTERLINE
 GW0021'OF COUNTY ROAD 616, 22 FEET EAST SOUTHEAST OF A LARGE LONE
 GW0021'OAK TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GW0021'A STANDARD USGS BENCH MARK DISK SET IN A 6 BY 6 INCH CONCRETE
 GW0021'POST THAT PROJECTS 2 INCHES AND STAMPED MAR 53 1929
 GW0021'
 GW0021'U 106 1935, IS 35 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 GW0021'17 FEET NORTH NORTHWEST OF THE T.D. MASON MAIL BOX, 22 FEET
 GW0021'WEST OF THE CENTERLINE OF COUNTY ROAD 616 AND 2 FEET EAST
 GW0021'OF A C AND GS WITNESS SIGN.  A BENCH MARK DISK SET IN A
 GW0021'CONCRETE POST AND STAMPED U 106 1935.
 GW0021'
 GW0021'TO REACH THE STATION FROM THE RIVANNA RIVER BRIDGE AT THE
 GW0021'NORTHEAST EDGE OF CHARLOTTESVILLE, GO SOUTHEASTERLY ON U.S.
 GW0021'HIGHWAY 250 FOR 7.0 MILES, THENCE RIGHT AND GO SOUTHERLY
 GW0021'ON COUNTY ROAD 616 FOR 0.05 MILE TO U 106, AZIMUTH MARK,
 GW0021'ON RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO JUNCTION OF COUNTY
 GW0021'ROAD 759 AND STATION ON RIGHT.
 GW0021'
 GW0021'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GW0021
 GW0021                          STATION RECOVERY (1958)
 GW0021
 GW0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GW0021'7.4 MI SE FROM CHARLOTTESVILLE.
 GW0021'7.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE RIVANNA RIVER
 GW0021'BRIDGE AT THE EAST EDGE OF CHARLOTTESVILLE, THENCE RIGHT ON
 GW0021'COUNTY ROAD 616 FOR 0.4 MILE, 139 FEET EAST OF THE NORTHEAST
 GW0021'CORNER OF A 2 STORY HOUSE, 73 FEET WEST OF THE INTERSECTION OF
 GW0021'COUNTY ROADS 616 AND 759, 27 FEET SOUTHWEST OF THE CENTERLINE OF
 GW0021'COUNTY ROAD 616 AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.
 GW0021'SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0020 ***********************************************************************
 GW0020  DESIGNATION -  BOYDS RM 1
 GW0020  PID         -  GW0020
 GW0020  STATE/COUNTY-  VA/ALBEMARLE
 GW0020  USGS QUAD   -  BOYD TAVERN (1987)
 GW0020
 GW0020                         *CURRENT SURVEY CONTROL
 GW0020  ___________________________________________________________________
 GW0020* NAD 83(1986)-  37 59 04.     (N)    078 20 17.     (W)     SCALED    
 GW0020* NAVD 88     -       146.931  (meters)     482.06   (feet)  ADJUSTED  
 GW0020  ___________________________________________________________________
 GW0020  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GW0020  DYNAMIC HT  -         146.832 (meters)     481.73  (feet)  COMP
 GW0020  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 GW0020
 GW0020  VERT ORDER  -  SECOND    CLASS 0
 GW0020
 GW0020.The horizontal coordinates were scaled from a topographic map and have
 GW0020.an estimated accuracy of +/- 6 seconds.
 GW0020
 GW0020.The orthometric height was determined by differential leveling
 GW0020.and adjusted by the National Geodetic Survey in June 1991..
 GW0020
 GW0020.The geoid height was determined by GEOID03.
 GW0020
 GW0020.The dynamic height is computed by dividing the NAVD 88
 GW0020.geopotential number by the normal gravity value computed on the
 GW0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0020.degrees latitude (g = 980.6199 gals.).
 GW0020
 GW0020.The modeled gravity was interpolated from observed gravity values.
 GW0020
 GW0020;                    North         East    Units  Estimated Accuracy
 GW0020;SPC VA S     - 1,183,250.    3,514,230.      MT  (+/- 180 meters Scaled)
 GW0020
 GW0020                          SUPERSEDED SURVEY CONTROL
 GW0020
 GW0020  NGVD 29 (??/??/92)  147.184  (m)          482.89   (f) ADJ UNCH    2 0
 GW0020
 GW0020.Superseded values are not recommended for survey control.
 GW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0020.See file dsdata.txt to determine how the superseded data were derived.
 GW0020
 GW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC337074(NAD 83)
 GW0020_MARKER: DR = REFERENCE MARK DISK
 GW0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0020_STAMPING: BOYDS NO 1 1958
 GW0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0020+STABILITY: SURFACE MOTION
 GW0020
 GW0020  HISTORY     - Date     Condition        Report By
 GW0020  HISTORY     - 1958     MONUMENTED       CGS
 GW0020
 GW0020                          STATION DESCRIPTION
 GW0020
 GW0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0020'7.4 MI SE FROM CHARLOTTESVILLE.
 GW0020'7.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE RIVANNA RIVER
 GW0020'BRIDGE AT THE EAST EDGE OF CHARLOTTESVILLE, THENCE RIGHT ON
 GW0020'COUNTY ROAD 616 FOR 0.4 MILE, 62.4 FEET EAST OF THE STATION, 45
 GW0020'FEET NORTH OF THE INTERSECTION OF COUNTY ROADS 616 AND 759, 20
 GW0020'FEET NORTH OF THE CENTERLINE OF ROAD 616 AND ABOUT 2 FEET SOUTH
 GW0020'OF A FENCE.  SET IN A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2521 ***********************************************************************
 FY2521  DESIGNATION -  BOYDTON MUNICIPAL TANK
 FY2521  PID         -  FY2521
 FY2521  STATE/COUNTY-  VA/MECKLENBURG
 FY2521  USGS QUAD   -  BOYDTON (1990)
 FY2521
 FY2521                         *CURRENT SURVEY CONTROL
 FY2521  ___________________________________________________________________
 FY2521* NAD 83(1993)-  36 40 04.94904(N)    078 23 20.29827(W)     ADJUSTED  
 FY2521* NAVD 88     -                                                        
 FY2521  ___________________________________________________________________
 FY2521  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 FY2521  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY2521
 FY2521  HORZ ORDER  -  THIRD
 FY2521
 FY2521.The horizontal coordinates were established by classical geodetic methods
 FY2521.and adjusted by the National Geodetic Survey in September 1995..
 FY2521
 FY2521
 FY2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2521
 FY2521.The geoid height was determined by GEOID03.
 FY2521
 FY2521;                    North         East     Units Scale Factor Converg.
 FY2521;SPC VA S     - 1,037,150.065 3,509,925.797   MT  1.00001936   +0 04 02.6
 FY2521;SPC VA S     - 3,402,716.50 11,515,481.55   sFT  1.00001936   +0 04 02.6
 FY2521;UTM  17      - 4,061,224.596   733,348.421   MT  1.00027089   +1 33 35.8
 FY2521
 FY2521                          SUPERSEDED SURVEY CONTROL
 FY2521
 FY2521  NAD 83(1986)-  36 40 04.94655(N)    078 23 20.30715(W) AD(       ) 4
 FY2521  NAD 27      -  36 40 04.45061(N)    078 23 21.31109(W) AD(       ) 3
 FY2521
 FY2521.Superseded values are not recommended for survey control.
 FY2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2521.See file dsdata.txt to determine how the superseded data were derived.
 FY2521
 FY2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3334861225(NAD 83)
 FY2521_MARKER: 53 = ELEVATED TANK
 FY2521
 FY2521  HISTORY     - Date     Condition        Report By
 FY2521  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY2521  HISTORY     - 1966     GOOD             CGS
 FY2521  HISTORY     - 20050321 GOOD             GEOCAC
 FY2521
 FY2521                          STATION DESCRIPTION
 FY2521
 FY2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY2521'THE STATION IS THE BALL ATOP THE 120 FEET HIGH STEEL TANK,
 FY2521'PAINTED SILVER AND MOUNTED ON 4 STEEL LEGS.  IT IS LOCATED
 FY2521'ABOUT 100 YARD NORTH OF THE POST OFFICE IN BOYDTON.
 FY2521
 FY2521                          STATION RECOVERY (2005)
 FY2521
 FY2521'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY2521'VISITED SITE AND VERIFIED EXISTENCE. COMPARED PRESENT APPEARANCE WITH
 FY2521'A 1945 PHOTOGRAPH. TANK APPEARS TO BE EXACTLY THE SAME.  TANK IS
 FY2521'PAINTED SILVER WITH BLACK LETTERING, AND IS LOCATED NORTHWEST OF THE
 FY2521'INTERSECTION OF US HWY 58 BUSINESS (MADISON STREET) AND HWY 92
 FY2521'(WASHINGTON STREET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4107 ***********************************************************************
 FX4107  DESIGNATION -  BOYKINS
 FX4107  PID         -  FX4107
 FX4107  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4107  USGS QUAD   -  BOYKINS (1979)
 FX4107
 FX4107                         *CURRENT SURVEY CONTROL
 FX4107  ___________________________________________________________________
 FX4107* NAD 83(1993)-  36 35 01.34193(N)    077 12 06.05470(W)     ADJUSTED  
 FX4107* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 FX4107  ___________________________________________________________________
 FX4107  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 FX4107  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX4107
 FX4107  HORZ ORDER  -  SECOND
 FX4107
 FX4107.The horizontal coordinates were established by classical geodetic methods
 FX4107.and adjusted by the National Geodetic Survey in September 1995..
 FX4107
 FX4107.The orthometric height was scaled from a topographic map.
 FX4107
 FX4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4107
 FX4107.The geoid height was determined by GEOID03.
 FX4107
 FX4107;                    North         East     Units Scale Factor Converg.
 FX4107;SPC VA S     - 1,028,584.225 3,616,193.208   MT  1.00003824   +0 47 16.7
 FX4107;SPC VA S     - 3,374,613.41 11,864,127.22   sFT  1.00003824   +0 47 16.7
 FX4107;SPC NC       -   315,831.937   770,555.166   MT  1.00014314   +1 02 16.6
 FX4107;SPC NC       - 1,036,191.95  2,528,063.07   sFT  1.00014314   +1 02 16.6
 FX4107;UTM  18      - 4,050,949.356   303,026.073   MT  1.00007803   -1 18 45.4
 FX4107
 FX4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4107!SPC VA S     -   1.00000126  x   1.00003824  =   1.00003950
 FX4107!SPC NC       -   1.00000126  x   1.00014314  =   1.00014440
 FX4107!UTM  18      -   1.00000126  x   1.00007803  =   1.00007929
 FX4107
 FX4107|---------------------------------------------------------------------|
 FX4107| PID    Reference Object                     Distance      Geod. Az  |
 FX4107|                                                           dddmmss.s |
 FX4107| DC8093 BOYKINS RM                           53.210 METERS 01832     |
 FX4107| FX1213 CAW=Q 11                            463.910 METERS 0561308.0 |
 FX4107|---------------------------------------------------------------------|
 FX4107
 FX4107                          SUPERSEDED SURVEY CONTROL
 FX4107
 FX4107  NAD 83(1986)-  36 35 01.34632(N)    077 12 06.07155(W) AD(       ) 2
 FX4107  NAD 27      -  36 35 00.81230(N)    077 12 07.19380(W) AD(       ) 2
 FX4107
 FX4107.Superseded values are not recommended for survey control.
 FX4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4107.See file dsdata.txt to determine how the superseded data were derived.
 FX4107
 FX4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0302650949(NAD 83)
 FX4107_MARKER: DS = TRIANGULATION STATION DISK
 FX4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4107
 FX4107  HISTORY     - Date     Condition        Report By
 FX4107  HISTORY     - 1918     MONUMENTED       CGS
 FX4107  HISTORY     - 1934     GOOD             CGS
 FX4107  HISTORY     - 1934     GOOD             CGS
 FX4107
 FX4107                          STATION DESCRIPTION
 FX4107
 FX4107'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX4107'STATION IS ABOUT 175 YARDS W OF THE SEABOARD AIR LINE RAILWAY
 FX4107'STATION AT BOYKINS, 15.56 METERS (51.0 FEET) S OF THE S
 FX4107'RAIL OF THE MAIN TRACK, NEARLY DUE S OF A POINT MIDWAY BETWEEN
 FX4107'THE THIRD AND FOURTH SWITCH TARGETS W OF THE RAILWAY STATION,
 FX4107'3 YARDS SW OF THE FIFTH TELEGRAPH POLE W OF THE STATION,
 FX4107'2 YARDS S OF A ROAD RUNNING PARALLEL TO THE TRACK, AND 1
 FX4107'YARD N OF A FENCE LINE.  THE UNDERGROUND MARK IS A NAIL
 FX4107'IN CONCRETE.  THE SURFACE MARK
 FX4107'IS A BRONZE TABLET SET IN CONCRETE.
 FX4107'THE REFERENCE MARK IS A BRONZE TABLET SET IN THE SW
 FX4107'CORNER OF A NEW BRICK BUILDING ON THE OPPOSITE SIDE OF THE
 FX4107'TRACK, 53.21 METERS (174.6 FEET) FROM THE STATION
 FX4107'N 18 DEG 32 MIN E.
 FX4107
 FX4107                          STATION RECOVERY (1934)
 FX4107
 FX4107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX4107'STATION RECOVERED AS DESCRIBED.
 FX4107
 FX4107                          STATION RECOVERY (1934)
 FX4107
 FX4107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX4107'AT BOYKINS, SOUTHAMPTON COUNTY, ON THE SEABOARD AIR LINE
 FX4107'RAILWAY, ABOUT 110 YARDS W OF THE CENTER OF THE CROSSING
 FX4107'OF MAIN STREET, ABOUT 24 YARDS N OF THE N RAIL, IN THE S
 FX4107'FACE OF THE WHITE MOTOR CO. BUILDING, 9 INCHES E OF THE
 FX4107'SW CORNER, AND ABOUT 1 FOOT ABOVE THE CONCRETE SIDEWALK.
 FX4107'A BRONZE REFERENCE MARK DISK, STAMPED BOYKINS 1918, SET
 FX4107'VERTICALLY.  (12.449 METERS OR 40.843 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4106 ***********************************************************************
 FX4106  DESIGNATION -  BOYKINS BLACK WATER TANK
 FX4106  PID         -  FX4106
 FX4106  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4106  USGS QUAD   -  BOYKINS (1979)
 FX4106
 FX4106                         *CURRENT SURVEY CONTROL
 FX4106  ___________________________________________________________________
 FX4106* NAD 83(1993)-  36 35 06.16959(N)    077 11 50.91741(W)     ADJUSTED  
 FX4106* NAVD 88     -                                                        
 FX4106  ___________________________________________________________________
 FX4106  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FX4106  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FX4106
 FX4106  HORZ ORDER  -  THIRD
 FX4106
 FX4106.The horizontal coordinates were established by classical geodetic methods
 FX4106.and adjusted by the National Geodetic Survey in September 1995..
 FX4106
 FX4106
 FX4106.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4106
 FX4106.The geoid height was determined by GEOID03.
 FX4106
 FX4106;                    North         East     Units Scale Factor Converg.
 FX4106;SPC VA S     - 1,028,738.213 3,616,567.440   MT  1.00003793   +0 47 25.9
 FX4106;SPC VA S     - 3,375,118.62 11,865,355.01   sFT  1.00003793   +0 47 25.9
 FX4106;SPC NC       -   315,987.572   770,928.763   MT  1.00014368   +1 02 25.3
 FX4106;SPC NC       - 1,036,702.56  2,529,288.78   sFT  1.00014368   +1 02 25.3
 FX4106;UTM  18      - 4,051,089.528   303,405.713   MT  1.00007619   -1 18 36.5
 FX4106
 FX4106                          SUPERSEDED SURVEY CONTROL
 FX4106
 FX4106  NAD 83(1986)-  36 35 06.17432(N)    077 11 50.93444(W) AD(       ) 4
 FX4106  NAD 27      -  36 35 05.63500(N)    077 11 52.05400(W) AD(       ) 3
 FX4106
 FX4106.Superseded values are not recommended for survey control.
 FX4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4106.See file dsdata.txt to determine how the superseded data were derived.
 FX4106
 FX4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0340651090(NAD 83)
 FX4106_MARKER: 51 = TANK
 FX4106
 FX4106  HISTORY     - Date     Condition        Report By
 FX4106  HISTORY     - 1933     FIRST OBSERVED   CGS
 FX4106
 FX4106                          STATION DESCRIPTION
 FX4106
 FX4106'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1212 ***********************************************************************
 FX1212  DESIGNATION -  BOYKINS RM=R 11
 FX1212  PID         -  FX1212
 FX1212  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1212  USGS QUAD   -  BOYKINS (1979)
 FX1212
 FX1212                         *CURRENT SURVEY CONTROL
 FX1212  ___________________________________________________________________
 FX1212* NAD 83(1986)-  36 35 04.     (N)    077 12 06.     (W)     SCALED    
 FX1212* NAVD 88     -        12.107  (meters)      39.72   (feet)  ADJUSTED  
 FX1212  ___________________________________________________________________
 FX1212  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX1212  DYNAMIC HT  -          12.098 (meters)      39.69  (feet)  COMP
 FX1212  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 FX1212
 FX1212  VERT ORDER  -  FIRST     CLASS II
 FX1212
 FX1212.The horizontal coordinates were scaled from a topographic map and have
 FX1212.an estimated accuracy of +/- 6 seconds.
 FX1212
 FX1212.The orthometric height was determined by differential leveling
 FX1212.and adjusted by the National Geodetic Survey in June 1991..
 FX1212
 FX1212.The geoid height was determined by GEOID03.
 FX1212
 FX1212.The dynamic height is computed by dividing the NAVD 88
 FX1212.geopotential number by the normal gravity value computed on the
 FX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1212.degrees latitude (g = 980.6199 gals.).
 FX1212
 FX1212.The modeled gravity was interpolated from observed gravity values.
 FX1212
 FX1212;                    North         East    Units  Estimated Accuracy
 FX1212;SPC VA S     - 1,028,670.    3,616,190.      MT  (+/- 180 meters Scaled)
 FX1212
 FX1212                          SUPERSEDED SURVEY CONTROL
 FX1212
 FX1212  NGVD 29 (??/??/92)   12.449  (m)           40.84   (f) ADJ UNCH    1 2
 FX1212
 FX1212.Superseded values are not recommended for survey control.
 FX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1212.See file dsdata.txt to determine how the superseded data were derived.
 FX1212
 FX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF030510(NAD 83)
 FX1212_MARKER: DR = REFERENCE MARK DISK
 FX1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1212_SP_SET: BUILDING
 FX1212_STAMPING: BOYKINS 1918
 FX1212_MARK LOGO: CGS   
 FX1212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1212+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FX1212
 FX1212  HISTORY     - Date     Condition        Report By
 FX1212  HISTORY     - 1918     MONUMENTED       CGS
 FX1212  HISTORY     - 1953     GOOD             NGS
 FX1212  HISTORY     - 1978     GOOD             NGS
 FX1212  HISTORY     - 19970528 GOOD             NCGS
 FX1212
 FX1212                          STATION DESCRIPTION
 FX1212
 FX1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1212'AT BOYKINS.
 FX1212'AT BOYKINS, 0.1 MILE SOUTHWEST ALONG THE SEABOARD AIR LINE
 FX1212'RAILWAY FROM THE STATION, 107 YARDS SOUTHWEST OF CROSSING OF
 FX1212'STATE HIGHWAY 35 (MAIN STREET), 68-1/2 FEET NORTHWEST OF
 FX1212'NORTHWEST RAIL OF NORTHWEST TRACK, 32 FEET NORTHWEST OF
 FX1212'CENTERLINE OF A STREET PARALLEL TO TRACK, 20-1/2 FEET NORTHEAST
 FX1212'OF CENTERLINE OF A STREET LEADING NORTHWEST, SET VERTICALLY IN
 FX1212'THE SOUTHEAST FACE OF A 1 STORY BRICK BUILDING (FORMERLY WHITE
 FX1212'MOTOR COMPANY), 0.7 FOOT NORTHEAST OF SOUTH CORNER OF BUILDING
 FX1212'AND 1-1/2 FOOT ABOVE THE GROUND.
 FX1212
 FX1212                          STATION RECOVERY (1978)
 FX1212
 FX1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1212'NOTE=JUNCTION BENCH MARK.
 FX1212'NOTE=SHOULD READ, 32 FEET NORTHWEST OF THE CENTERLINE OF GRAHAM
 FX1212'STREET PARALLEL TO TRACK, 20 FEET NORTHEAST OF THE CENTERLINE OF
 FX1212'NORTH RAILROAD AVENUE LEADING NORTHWEST, DELETE=FORMERLY WHITE
 FX1212'MOTOR COMPANY.  ADD=BOYKINS VOLUNTEER FIRE DEPARTMENT BUILDING.
 FX1212'THE MARK IS 2 FT ABOVE THE GROUND.
 FX1212
 FX1212                          STATION RECOVERY (1997)
 FX1212
 FX1212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX1212'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0511 ***********************************************************************
 GX0511  DESIGNATION -  BR 246
 GX0511  PID         -  GX0511
 GX0511  STATE/COUNTY-  VA/PULASKI
 GX0511  USGS QUAD   -  PULASKI (1984)
 GX0511
 GX0511                         *CURRENT SURVEY CONTROL
 GX0511  ___________________________________________________________________
 GX0511* NAD 83(1986)-  37 02 31.     (N)    080 48 02.     (W)     SCALED    
 GX0511* NAVD 88     -       594.989  (meters)    1952.06   (feet)  POSTED    
 GX0511  ___________________________________________________________________
 GX0511  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GX0511  DYNAMIC HT  -         594.450 (meters)    1950.29  (feet)  COMP
 GX0511  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GX0511
 GX0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GX0511
 GX0511.The horizontal coordinates were scaled from a topographic map and have
 GX0511.an estimated accuracy of +/- 6 seconds.
 GX0511
 GX0511.The orthometric height was determined by differential leveling
 GX0511.and adjusted by the National Geodetic Survey in 1992..
 GX0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GX0511.rate of 0.0 thru 1.0 mm/km.
 GX0511
 GX0511.The geoid height was determined by GEOID03.
 GX0511
 GX0511.The dynamic height is computed by dividing the NAVD 88
 GX0511.geopotential number by the normal gravity value computed on the
 GX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0511.degrees latitude (g = 980.6199 gals.).
 GX0511
 GX0511.The modeled gravity was interpolated from observed gravity values.
 GX0511
 GX0511;                    North         East    Units  Estimated Accuracy
 GX0511;SPC VA S     - 1,081,130.    3,295,360.      MT  (+/- 180 meters Scaled)
 GX0511
 GX0511                          SUPERSEDED SURVEY CONTROL
 GX0511
 GX0511  NGVD 29 (??/??/92)  595.088  (m)         1952.38   (f) ADJ UNCH    1 2
 GX0511
 GX0511.Superseded values are not recommended for survey control.
 GX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0511.See file dsdata.txt to determine how the superseded data were derived.
 GX0511
 GX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA177995(NAD 83)
 GX0511_MARKER: B = BOLT
 GX0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0511_SP_SET: BRIDGE
 GX0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0511
 GX0511  HISTORY     - Date     Condition        Report By
 GX0511  HISTORY     - UNK      MONUMENTED       CGS
 GX0511  HISTORY     - 1934     GOOD             NGS
 GX0511
 GX0511                          STATION DESCRIPTION
 GX0511
 GX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX0511'1.2 MI W FROM PULASKI.
 GX0511'1.2 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0511'PULASKI, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 317, AT BRIDGE
 GX0511'246, AND IN THE EAST END OF THE NORTHEAST BACK WALL.  AN IRON
 GX0511'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5133 ***********************************************************************
 GV5133  DESIGNATION -  BRACE 2 1912
 GV5133  PID         -  GV5133
 GV5133  STATE/COUNTY-  VA/KING WILLIAM
 GV5133  USGS QUAD   -  TUNSTALL (1984)
 GV5133
 GV5133                         *CURRENT SURVEY CONTROL
 GV5133  ___________________________________________________________________
 GV5133* NAD 83(1993)-  37 35 24.07056(N)    077 02 25.20629(W)     ADJUSTED  
 GV5133* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5133  ___________________________________________________________________
 GV5133  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 GV5133  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV5133
 GV5133  HORZ ORDER  -  THIRD
 GV5133
 GV5133.The horizontal coordinates were established by classical geodetic methods
 GV5133.and adjusted by the National Geodetic Survey in November 1994..
 GV5133
 GV5133.The orthometric height was scaled from a topographic map.
 GV5133
 GV5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5133
 GV5133.The geoid height was determined by GEOID03.
 GV5133
 GV5133;                    North         East     Units Scale Factor Converg.
 GV5133;SPC VA S     - 1,140,458.409 3,628,905.205   MT  0.99995292   +0 53 09.3
 GV5133;SPC VA S     - 3,741,653.96 11,905,833.16   sFT  0.99995292   +0 53 09.3
 GV5133;UTM  18      - 4,162,285.448   319,861.523   MT  0.99999971   -1 14 41.8
 GV5133
 GV5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5133!SPC VA S     -   1.00000537  x   0.99995292  =   0.99995829
 GV5133!UTM  18      -   1.00000537  x   0.99999971  =   1.00000508
 GV5133
 GV5133                          SUPERSEDED SURVEY CONTROL
 GV5133
 GV5133  NAD 83(1986)-  37 35 24.07208(N)    077 02 25.22306(W) AD(       ) 3
 GV5133  NAD 27      -  37 35 23.52800(N)    077 02 26.26200(W) AD(       ) 3
 GV5133
 GV5133.Superseded values are not recommended for survey control.
 GV5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5133.See file dsdata.txt to determine how the superseded data were derived.
 GV5133
 GV5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1986262285(NAD 83)
 GV5133_MARKER: Z = SEE DESCRIPTION
 GV5133_SETTING: 0 = UNSPECIFIED SETTING
 GV5133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5133
 GV5133  HISTORY     - Date     Condition        Report By
 GV5133  HISTORY     - 1912     MONUMENTED       CGS
 GV5133  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5133  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV5133
 GV5133                          STATION DESCRIPTION
 GV5133
 GV5133'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5133'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING.
 GV5133'IT CONSISTS OF A BRACED POLE.  IT WAS NOT OCCUPIED.  OPPOSITE
 GV5133'STATION SHANTY.  IT IS NOT MARKED OR REFERENCED.
 GV5133
 GV5133                          STATION RECOVERY (1999)
 GV5133
 GV5133'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5133'MARK NOT FOUND.
 GV5133
 GV5133                          STATION RECOVERY (2003)
 GV5133
 GV5133'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0140 ***********************************************************************
 FY0140  DESIGNATION -  BRACEY 2 RM 3
 FY0140  PID         -  FY0140
 FY0140  STATE/COUNTY-  VA/MECKLENBURG
 FY0140  USGS QUAD   -  BRACEY (1979)
 FY0140
 FY0140                         *CURRENT SURVEY CONTROL
 FY0140  ___________________________________________________________________
 FY0140* NAD 83(1986)-  36 35 57.     (N)    078 08 53.     (W)     SCALED    
 FY0140* NAVD 88     -       118.62   (meters)     389.2    (feet)  RESET     
 FY0140  ___________________________________________________________________
 FY0140  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FY0140
 FY0140  VERT ORDER  -  THIRD
 FY0140
 FY0140.The horizontal coordinates were scaled from a topographic map and have
 FY0140.an estimated accuracy of +/- 6 seconds.
 FY0140
 FY0140.The orthometric height was computed from unverified reset data.
 FY0140.No vertical observational check was made to the station.
 FY0140
 FY0140.The geoid height was determined by GEOID03.
 FY0140
 FY0140;                    North         East    Units  Estimated Accuracy
 FY0140;SPC VA S     - 1,029,560.    3,531,490.      MT  (+/- 180 meters Scaled)
 FY0140
 FY0140                          SUPERSEDED SURVEY CONTROL
 FY0140
 FY0140  NGVD 29 (??/??/??)  118.96   (m)          390.3    (f) RESET       3  
 FY0140
 FY0140.Superseded values are not recommended for survey control.
 FY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0140.See file dsdata.txt to determine how the superseded data were derived.
 FY0140
 FY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA551541(NAD 83)
 FY0140_MARKER: DR = REFERENCE MARK DISK
 FY0140_SETTING: 0 = UNSPECIFIED SETTING
 FY0140_STAMPING: BRACEY 2 NO 3 1965
 FY0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0140
 FY0140  HISTORY     - Date     Condition        Report By
 FY0140  HISTORY     - 1965     MONUMENTED       CGS
 FY0140  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0140
 FY0140                          STATION DESCRIPTION
 FY0140
 FY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0140'0.2 MI W FROM BRACEY.
 FY0140'LOCATED AT BRACEY 2 STATION SITE.  THE MARK IS 62.0 FEET SOUTHWEST
 FY0140'OF A POWERLINE POLE.
 FY0140
 FY0140                          STATION RECOVERY (2005)
 FY0140
 FY0140'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0140'AREA CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0141 ***********************************************************************
 FY0141  DESIGNATION -  BRACEY 2 RM 4
 FY0141  PID         -  FY0141
 FY0141  STATE/COUNTY-  VA/MECKLENBURG
 FY0141  USGS QUAD   -  BRACEY (1979)
 FY0141
 FY0141                         *CURRENT SURVEY CONTROL
 FY0141  ___________________________________________________________________
 FY0141* NAD 83(1986)-  36 35 57.     (N)    078 08 53.     (W)     SCALED    
 FY0141* NAVD 88     -       119.55   (meters)     392.2    (feet)  RESET     
 FY0141  ___________________________________________________________________
 FY0141  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FY0141
 FY0141  VERT ORDER  -  THIRD
 FY0141
 FY0141.The horizontal coordinates were scaled from a topographic map and have
 FY0141.an estimated accuracy of +/- 6 seconds.
 FY0141
 FY0141.The orthometric height was computed from unverified reset data.
 FY0141.No vertical observational check was made to the station.
 FY0141
 FY0141.The geoid height was determined by GEOID03.
 FY0141
 FY0141;                    North         East    Units  Estimated Accuracy
 FY0141;SPC VA S     - 1,029,560.    3,531,490.      MT  (+/- 180 meters Scaled)
 FY0141
 FY0141                          SUPERSEDED SURVEY CONTROL
 FY0141
 FY0141  NGVD 29 (??/??/??)  119.89   (m)          393.3    (f) RESET       3  
 FY0141
 FY0141.Superseded values are not recommended for survey control.
 FY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0141.See file dsdata.txt to determine how the superseded data were derived.
 FY0141
 FY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA551541(NAD 83)
 FY0141_MARKER: DR = REFERENCE MARK DISK
 FY0141_SETTING: 0 = UNSPECIFIED SETTING
 FY0141_STAMPING: BRACEY 2 NO 4 1965
 FY0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0141
 FY0141  HISTORY     - Date     Condition        Report By
 FY0141  HISTORY     - 1965     MONUMENTED       CGS
 FY0141  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0141
 FY0141                          STATION DESCRIPTION
 FY0141
 FY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0141'0.2 MI W FROM BRACEY.
 FY0141'LOCATED AT BRACEY 2 STATION SITE.  THE MARK IS 24.0 FEET NORTHWEST
 FY0141'OF A POWERLINE POLE.
 FY0141
 FY0141                          STATION RECOVERY (2005)
 FY0141
 FY0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0141'AREA CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0138 ***********************************************************************
 FY0138  DESIGNATION -  BRACEY RM 2
 FY0138  PID         -  FY0138
 FY0138  STATE/COUNTY-  VA/MECKLENBURG
 FY0138  USGS QUAD   -  BRACEY (1979)
 FY0138
 FY0138                         *CURRENT SURVEY CONTROL
 FY0138  ___________________________________________________________________
 FY0138* NAD 83(1986)-  36 35 56.     (N)    078 08 52.     (W)     SCALED    
 FY0138* NAVD 88     -       120.531  (meters)     395.44   (feet)  ADJUSTED  
 FY0138  ___________________________________________________________________
 FY0138  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FY0138  DYNAMIC HT  -         120.435 (meters)     395.13  (feet)  COMP
 FY0138  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 FY0138
 FY0138  VERT ORDER  -  SECOND    CLASS 0
 FY0138
 FY0138.The horizontal coordinates were scaled from a topographic map and have
 FY0138.an estimated accuracy of +/- 6 seconds.
 FY0138
 FY0138.The orthometric height was determined by differential leveling
 FY0138.and adjusted by the National Geodetic Survey in June 1991..
 FY0138
 FY0138.The geoid height was determined by GEOID03.
 FY0138
 FY0138.The dynamic height is computed by dividing the NAVD 88
 FY0138.geopotential number by the normal gravity value computed on the
 FY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0138.degrees latitude (g = 980.6199 gals.).
 FY0138
 FY0138.The modeled gravity was interpolated from observed gravity values.
 FY0138
 FY0138;                    North         East    Units  Estimated Accuracy
 FY0138;SPC VA S     - 1,029,530.    3,531,520.      MT  (+/- 180 meters Scaled)
 FY0138
 FY0138                          SUPERSEDED SURVEY CONTROL
 FY0138
 FY0138  NGVD 29 (??/??/92)  120.87   (m)          396.6    (f) COMPUTED    2 0
 FY0138
 FY0138.Superseded values are not recommended for survey control.
 FY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0138.See file dsdata.txt to determine how the superseded data were derived.
 FY0138
 FY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA551541(NAD 83)
 FY0138_MARKER: DR = REFERENCE MARK DISK
 FY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0138_STAMPING: BRACEY NO 2 1959
 FY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0138+STABILITY: SURFACE MOTION
 FY0138
 FY0138  HISTORY     - Date     Condition        Report By
 FY0138  HISTORY     - 1959     MONUMENTED       CGS
 FY0138  HISTORY     - 1960     GOOD             NGS
 FY0138  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0138
 FY0138                          STATION DESCRIPTION
 FY0138
 FY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0138'0.3 MI NW FROM BRACEY.
 FY0138'91.1 FEET NORTH OF TRIANGULATION STATION BRACEY, DESCRIBED,
 FY0138'163 FEET NORTH OF RM 1, 15 1/2 FEET WEST OF THE CENTER LINE OF ROAD
 FY0138'617, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 FY0138'PROJECTING 3 INCHES.
 FY0138
 FY0138                          STATION RECOVERY (2005)
 FY0138
 FY0138'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0138'AREA CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0394 ***********************************************************************
 GW0394  DESIGNATION -  BRAD
 GW0394  PID         -  GW0394
 GW0394  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0394  USGS QUAD   -  RICE (1984)
 GW0394
 GW0394                         *CURRENT SURVEY CONTROL
 GW0394  ___________________________________________________________________
 GW0394* NAD 83(1993)-  37 16 35.35523(N)    078 20 18.68110(W)     ADJUSTED  
 GW0394* NAVD 88     -       130.947  (meters)     429.62   (feet)  ADJUSTED  
 GW0394  ___________________________________________________________________
 GW0394  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 GW0394  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GW0394  DYNAMIC HT  -         130.854 (meters)     429.31  (feet)  COMP
 GW0394  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 GW0394
 GW0394  HORZ ORDER  -  SECOND
 GW0394  VERT ORDER  -  SECOND    CLASS 0
 GW0394
 GW0394.The horizontal coordinates were established by classical geodetic methods
 GW0394.and adjusted by the National Geodetic Survey in September 1995..
 GW0394
 GW0394.The orthometric height was determined by differential leveling
 GW0394.and adjusted by the National Geodetic Survey in June 1991..
 GW0394
 GW0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0394
 GW0394.The geoid height was determined by GEOID03.
 GW0394
 GW0394.The dynamic height is computed by dividing the NAVD 88
 GW0394.geopotential number by the normal gravity value computed on the
 GW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0394.degrees latitude (g = 980.6199 gals.).
 GW0394
 GW0394.The modeled gravity was interpolated from observed gravity values.
 GW0394
 GW0394;                    North         East     Units Scale Factor Converg.
 GW0394;SPC VA S     - 1,104,678.307 3,514,320.398   MT  0.99994666   +0 05 52.8
 GW0394;SPC VA S     - 3,624,265.41 11,529,899.51   sFT  0.99994666   +0 05 52.8
 GW0394;UTM  17      - 4,128,865.504   735,970.413   MT  1.00028596   +1 36 45.7
 GW0394
 GW0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0394!SPC VA S     -   0.99998438  x   0.99994666  =   0.99993104
 GW0394!UTM  17      -   0.99998438  x   1.00028596  =   1.00027034
 GW0394
 GW0394|---------------------------------------------------------------------|
 GW0394| PID    Reference Object                     Distance      Geod. Az  |
 GW0394|                                                           dddmmss.s |
 GW0394| GW0395 BRAD RM 1                            25.737 METERS 28717     |
 GW0394| GW2331 FARMVILLE RAD STA WFLO MAST         APPROX. 6.9 KM 3231548.0 |
 GW0394|---------------------------------------------------------------------|
 GW0394
 GW0394                          SUPERSEDED SURVEY CONTROL
 GW0394
 GW0394  NAD 83(1993)-  37 16 35.35535(N)    078 20 18.68013(W) AD(       ) 2
 GW0394  NAD 83(1986)-  37 16 35.36173(N)    078 20 18.69870(W) AD(       ) 2
 GW0394  NAD 27      -  37 16 34.80618(N)    078 20 19.72075(W) AD(       ) 2
 GW0394  NGVD 29 (??/??/92)  131.203  (m)          430.46   (f) ADJ UNCH    2 0
 GW0394
 GW0394.Superseded values are not recommended for survey control.
 GW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0394.See file dsdata.txt to determine how the superseded data were derived.
 GW0394
 GW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3597028866(NAD 83)
 GW0394_MARKER: DE = TRAVERSE STATION DISK
 GW0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0394_STAMPING: BRAD 1965
 GW0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0394+STABILITY: SURFACE MOTION
 GW0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0394+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0394
 GW0394  HISTORY     - Date     Condition        Report By
 GW0394  HISTORY     - 1965     MONUMENTED       CGS
 GW0394  HISTORY     - 1965     GOOD             CGS
 GW0394  HISTORY     - 20010220 GOOD             USPSQD
 GW0394  HISTORY     - 20060119 GOOD             USPSQD
 GW0394
 GW0394                          STATION DESCRIPTION
 GW0394
 GW0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0394'THE STATION IS LOCATED 3-1/2 MILES EAST OF FARMVILLE, 3 MILES
 GW0394'WEST OF THE SMALL SETTLEMENT OF RICE, 0.05 MILE SOUTH OF
 GW0394'U.S. HIGHWAY 460 AND ON THE HIGHEST POINT OF A BARE KNOB
 GW0394'WHICH AT ONE TIME WAS A CULTIVATED FIELD.
 GW0394'
 GW0394'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE, GO
 GW0394'EASTERLY ON U.S. HIGHWAY 460 FOR 3.4 MILES TO THE JUNCTION
 GW0394'OF COUNTY ROUTE 696 ON THE RIGHT AND ALSO A SIGN, GREEN BAY.
 GW0394'TURN RIGHT ON COUNTY ROUTE 696 AND GO ABOUT 100 FEET TO A
 GW0394'TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE TRACK ROAD AND
 GW0394'GO SOUTHWESTERLY FOR 0.05 MILE TO THE HIGHEST POINT AND
 GW0394'STATION ON THE LEFT.
 GW0394'
 GW0394'THE STATION MARK IS 61 FEET SOUTH OF A TRACK ROAD AND 4.4
 GW0394'FEET EAST OF A METAL WITNESS SIGN.  IT IS A STANDARD TRAVERSE
 GW0394'DISK STAMPED BRAD 1965 SET IN A SQUARE CONCRETE MONUMENT WHICH
 GW0394'IS 20 INCHES BELOW THE SURFACE.
 GW0394'
 GW0394'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF THE TRACK ROAD
 GW0394'AND 1.5 FEET EAST OF A METAL WITNESS SIGN.  IT IS A STANDARD
 GW0394'DISK STAMPED BRAD NO 1 1965 SET IN A SQUARE CONCRETE MONUMENT
 GW0394'PROJECTING 4 INCHES.  THE MARK IS ABOUT 4 FEET LOWER THAN
 GW0394'THE STATION MARK.
 GW0394'
 GW0394'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GW0394
 GW0394                          STATION RECOVERY (1965)
 GW0394
 GW0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0394'3.5 MI E FROM FARMVILLE.
 GW0394'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW0394'IN FARMVILLE, TO COUNTY ROAD 696, THENCE, SOUTH ON COUNTY ROAD
 GW0394'100.0 FEET THENCE RIGHT UP THROUGH FIELD ON A DIM FARM ROAD TO
 GW0394'THE STATION SET IN THE TOP OF A CONCRETE POST 20-INCHES UNDER
 GW0394'THE GROUND AT THE HIGHEST PART OF A SMALL KNOLL, 84.44 FEET EAST
 GW0394'OF RM 1, 61.0 FEET SOUTH OF THE FARM ROAD, 4.4 FEET EAST OF A
 GW0394'METAL WITNESS SIGN.
 GW0394
 GW0394                          STATION RECOVERY (2001)
 GW0394
 GW0394'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0394'RECOVERED IN GOOD CONDITION.
 GW0394
 GW0394                          STATION RECOVERY (2006)
 GW0394
 GW0394'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1170 ***********************************************************************
 FW1170  DESIGNATION -  BRAD
 FW1170  PID         -  FW1170
 FW1170  STATE/COUNTY-  VA/ACCOMACK
 FW1170  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1170
 FW1170                         *CURRENT SURVEY CONTROL
 FW1170  ___________________________________________________________________
 FW1170* NAD 83(1993)-  37 35 21.68856(N)    075 36 56.25096(W)     ADJUSTED  
 FW1170* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 FW1170  ___________________________________________________________________
 FW1170  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FW1170  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 FW1170
 FW1170  HORZ ORDER  -  SECOND
 FW1170
 FW1170.The horizontal coordinates were established by classical geodetic methods
 FW1170.and adjusted by the National Geodetic Survey in November 1994..
 FW1170
 FW1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1170
 FW1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1170
 FW1170.The geoid height was determined by GEOID03.
 FW1170
 FW1170;                    North         East     Units Scale Factor Converg.
 FW1170;SPC VA S     - 1,143,279.649 3,754,696.233   MT  0.99995287   +1 45 02.2
 FW1170;SPC VA S     - 3,750,909.98 12,318,532.56   sFT  0.99995287   +1 45 02.2
 FW1170;UTM  18      - 4,160,433.139   445,649.478   MT  0.99963638   -0 22 31.9
 FW1170
 FW1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1170!SPC VA S     -   1.00000556  x   0.99995287  =   0.99995843
 FW1170!UTM  18      -   1.00000556  x   0.99963638  =   0.99964194
 FW1170
 FW1170|---------------------------------------------------------------------|
 FW1170| PID    Reference Object                     Distance      Geod. Az  |
 FW1170|                                                           dddmmss.s |
 FW1170| DC7852 BRAD RM 1                            15.077 METERS 11715     |
 FW1170| FW1175 TULL                                APPROX. 2.0 KM 1364602.9 |
 FW1170| FW1173 PARRAMORE BEACH CG TOWER            APPROX. 1.8 KM 1844033.9 |
 FW1170| DC7853 BRAD RM 2                            17.902 METERS 21416     |
 FW1170| FW1222 WALLOPS ISLAND CAMERA STA 10        APPROX. 9.9 KM 3531034.2 |
 FW1170|---------------------------------------------------------------------|
 FW1170
 FW1170                          SUPERSEDED SURVEY CONTROL
 FW1170
 FW1170  NAD 83(1993)-  37 35 21.68661(N)    075 36 56.28159(W) AD(       ) 2
 FW1170  NAD 83(1986)-  37 35 21.68697(N)    075 36 56.28894(W) AD(       ) 2
 FW1170  NAD 27      -  37 35 21.19746(N)    075 36 57.54222(W) AD(       ) 2
 FW1170  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 FW1170
 FW1170.Superseded values are not recommended for survey control.
 FW1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1170.See file dsdata.txt to determine how the superseded data were derived.
 FW1170
 FW1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4564960433(NAD 83)
 FW1170_MARKER: DS = TRIANGULATION STATION DISK
 FW1170_SETTING: 0 = UNSPECIFIED SETTING
 FW1170
 FW1170  HISTORY     - Date     Condition        Report By
 FW1170  HISTORY     - 1962     MONUMENTED       CGS
 FW1170  HISTORY     - 1975     GOOD             NGS
 FW1170
 FW1170                          STATION DESCRIPTION
 FW1170
 FW1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW1170'THE STATION IS LOCATED NEAR THE SOUTH END OF CEDAR ISLAND,
 FW1170'ABOUT 150 YARDS SOUTH-SOUTHEAST OF AN OLD SHED, 400 YARDS
 FW1170'WEST OF THE OCEAN BEACH, 21 PACES EAST OF THE HIGHWATER LINE
 FW1170'ON THE BAY SIDE.  THE STATION IS BEST REACHED BY BOAT FROM
 FW1170'WACHAPREAGUE,
 FW1170'
 FW1170'THE STATION IS A STANDARD DISK STAMPED BRAD 1962, SET IN
 FW1170'THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 3 INCHES FROM
 FW1170'THE GROUND.  IT IS 3.0 FEET SOUTH OF A STANDARD METAL WITNESS
 FW1170'POST.  500 FEET NORTHEAST OF THE INLET.
 FW1170'
 FW1170'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRAD NO. 1
 FW1170'1962, SET IN THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING
 FW1170'1 INCH FROM THE GROUND.  IT IS 49.5 FEET EAST OF A STANDARD
 FW1170'METAL WITNESS POST.  500 FEET NORTHEAST OF THE INLET.
 FW1170'
 FW1170'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRAD NO. 2
 FW1170'1962, SET IN THE TOP OF A 5/8 COPPER ROD, PROJECTING 2 INCHES
 FW1170'FROM THE GROUND.  IT IS 61.5 FEET SOUTHWEST OF A STANDARD
 FW1170'METAL WITNESS POST.  500 FEET NORTHEAST OF THE INLET.
 FW1170'
 FW1170'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 FW1170
 FW1170                          STATION RECOVERY (1975)
 FW1170
 FW1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1170'STATION WAS REACHED BY USING A HELICOPTER AND USING GEOLOGICAL QUAD
 FW1170'SHEET WACHAPREAGUE VIRGINIA.
 FW1170'
 FW1170'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW1170'THIS MARK NOW IS 5 FEET UNDER THE GROUND LEVEL.  AT THIS TIME A
 FW1170'2 X 10 ABOUT 8 FEET LONG WAS SET JUST ABOUT ON THIS MARK UPRIGHT,
 FW1170'THE HOLE FILLED UP SOME, THAN A 2 X 4 ABOUT 12 FEET LONG WAS SET
 FW1170'UPRIGHT AND THE HOLE FILLED UP.  THIS 2 X 4 NOW PROJECTS ABOUT 8
 FW1170'FEET WITH MANY ORANGE STREAMERS TIED TO IT.  THIS IS 3 FEET
 FW1170'SOUTH OF A STEEL WITNESS POST.
 FW1170'
 FW1170'NO REFERENCE MARKS WERE RECOVERED AT THIS TIME.  IT APPEARS AS THO
 FW1170'THESE MARKS ARE UNDER ABOUT 4 TO 5 FEET OF SAND AND A INSTRUMENT
 FW1170'WILL BE NEEDED TO RECOVER THEM.
 FW1170'
 FW1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 FW1170'WACHAPREAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8344 ***********************************************************************
 HV8344  DESIGNATION -  BRAD
 HV8344  PID         -  HV8344
 HV8344  STATE/COUNTY-  VA/FAIRFAX
 HV8344  USGS QUAD   -  ANNANDALE (1994)
 HV8344
 HV8344                         *CURRENT SURVEY CONTROL
 HV8344  ___________________________________________________________________
 HV8344* NAD 83(1993)-  38 48 41.81898(N)    077 12 47.75847(W)     ADJUSTED  
 HV8344* NAVD 88     -        99.2    (meters)     325.     (feet)  VERTCON   
 HV8344  ___________________________________________________________________
 HV8344  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HV8344  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV8344
 HV8344  HORZ ORDER  -  SECOND
 HV8344
 HV8344.The horizontal coordinates were established by classical geodetic methods
 HV8344.and adjusted by the National Geodetic Survey in November 1994..
 HV8344
 HV8344.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8344
 HV8344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8344
 HV8344.The geoid height was determined by GEOID03.
 HV8344
 HV8344;                    North         East     Units Scale Factor Converg.
 HV8344;SPC VA N     - 2,127,872.052 3,611,751.298   MT  0.99995411   +0 48 11.1
 HV8344;SPC VA N     - 6,981,193.56 11,849,554.05   sFT  0.99995411   +0 48 11.1
 HV8344;UTM  18      - 4,298,198.730   307,831.882   MT  1.00005476   -1 23 15.4
 HV8344
 HV8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8344!SPC VA N     -   0.99998945  x   0.99995411  =   0.99994356
 HV8344!UTM  18      -   0.99998945  x   1.00005476  =   1.00004421
 HV8344
 HV8344                          SUPERSEDED SURVEY CONTROL
 HV8344
 HV8344  NAD 83(1993)-  38 48 41.81733(N)    077 12 47.76250(W) AD(       ) 2
 HV8344  NAD 83(1986)-  38 48 41.81773(N)    077 12 47.77183(W) AD(       ) 2
 HV8344  NGVD 29 (01/12/90)   99.4    (m)          326.     (f) VERT ANG       
 HV8344
 HV8344.Superseded values are not recommended for survey control.
 HV8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8344.See file dsdata.txt to determine how the superseded data were derived.
 HV8344
 HV8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0783298199(NAD 83)
 HV8344_MARKER: DD = SURVEY DISK
 HV8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8344+STABILITY: SURFACE MOTION
 HV8344
 HV8344  HISTORY     - Date     Condition        Report By
 HV8344  HISTORY     - 1969     MONUMENTED       VA-059
 HV8344  HISTORY     - 1974     GOOD             VA-059
 HV8344  HISTORY     - 1975     GOOD             VA-059
 HV8344  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8344
 HV8344                          STATION DESCRIPTION
 HV8344
 HV8344'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8344'STATION IS 1.5 MILES SOUTH SOUTH WEST OF ANNANDALE POST OFFICE AND IS
 HV8344'AT THE EASTERN LIMIT OF CAPITOL BELTWAY INTERCHANGE 5, ROUTE 495 AND
 HV8344'ROUTE 620 (BRADDOCK ROAD),  ABOUT 1300 FEET EAST OF THE NORTH BOUND
 HV8344'LANE OF ROUTE 495, ABOUT 900 FEET WEST OF RAVENSWORTH ROAD, 73.5 FEET
 HV8344'NORTH OF CENTER BRADDOCK ROAD OPPOSITE, 74.3 FEET NORTH WEST OF VEPCO
 HV8344'POLE BCF 32, 2.0 FEET SOUTH OF RIGHT-OF-WAY FENCE, IN CONCRETE MASS.
 HV8344'
 HV8344'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED--- BRAD 1969---.
 HV8344
 HV8344                          STATION RECOVERY (1974)
 HV8344
 HV8344'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8344'THE STATION WAS RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 HV8344'DESCRIPTION.
 HV8344
 HV8344                          STATION RECOVERY (1975)
 HV8344
 HV8344'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8344'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8344'MAP 70-4.
 HV8344
 HV8344                          STATION RECOVERY (1997)
 HV8344
 HV8344'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0395 ***********************************************************************
 GW0395  DESIGNATION -  BRAD RM 1
 GW0395  PID         -  GW0395
 GW0395  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0395  USGS QUAD   -  RICE (1984)
 GW0395
 GW0395                         *CURRENT SURVEY CONTROL
 GW0395  ___________________________________________________________________
 GW0395* NAD 83(1986)-  37 16 35.     (N)    078 20 18.     (W)     SCALED    
 GW0395* NAVD 88     -       129.447  (meters)     424.69   (feet)  ADJUSTED  
 GW0395  ___________________________________________________________________
 GW0395  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GW0395  DYNAMIC HT  -         129.355 (meters)     424.39  (feet)  COMP
 GW0395  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 GW0395
 GW0395  VERT ORDER  -  SECOND    CLASS 0
 GW0395
 GW0395.The horizontal coordinates were scaled from a topographic map and have
 GW0395.an estimated accuracy of +/- 6 seconds.
 GW0395
 GW0395.The orthometric height was determined by differential leveling
 GW0395.and adjusted by the National Geodetic Survey in June 1991..
 GW0395
 GW0395.The geoid height was determined by GEOID03.
 GW0395
 GW0395.The dynamic height is computed by dividing the NAVD 88
 GW0395.geopotential number by the normal gravity value computed on the
 GW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0395.degrees latitude (g = 980.6199 gals.).
 GW0395
 GW0395.The modeled gravity was interpolated from observed gravity values.
 GW0395
 GW0395;                    North         East    Units  Estimated Accuracy
 GW0395;SPC VA S     - 1,104,670.    3,514,340.      MT  (+/- 180 meters Scaled)
 GW0395
 GW0395                          SUPERSEDED SURVEY CONTROL
 GW0395
 GW0395  NGVD 29 (??/??/92)  129.703  (m)          425.53   (f) ADJ UNCH    2 0
 GW0395
 GW0395.Superseded values are not recommended for survey control.
 GW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0395.See file dsdata.txt to determine how the superseded data were derived.
 GW0395
 GW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB359288(NAD 83)
 GW0395_MARKER: DR = REFERENCE MARK DISK
 GW0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0395_STAMPING: BRAD NO 1 1965
 GW0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0395+STABILITY: SURFACE MOTION
 GW0395
 GW0395  HISTORY     - Date     Condition        Report By
 GW0395  HISTORY     - 1965     MONUMENTED       CGS
 GW0395  HISTORY     - 20010220 GOOD             USPSQD
 GW0395  HISTORY     - 20060119 MARK NOT FOUND   USPSQD
 GW0395
 GW0395                          STATION DESCRIPTION
 GW0395
 GW0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0395'3.5 MI E FROM FARMVILLE.
 GW0395'AT THE BRAD STATION SITE-- 84.44 FEET WEST OF THE STATION, 39.0
 GW0395'FEET SOUTH OF THE DIM FARM ROAD, 1.5 FEET EAST OF A METAL WITNESS
 GW0395'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND
 GW0395'AT THE CORNER OF A BRUSH FIELD.  NOTE-- FOR DESCR. SEE STATION
 GW0395'BRAD.
 GW0395
 GW0395                          STATION RECOVERY (2001)
 GW0395
 GW0395'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0395'RECOVERED IN GOOD CONDITION.
 GW0395
 GW0395                          STATION RECOVERY (2006)
 GW0395
 GW0395'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0395'AREA COVERED IN DEBRIS AND COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5172 ***********************************************************************
 HV5172  DESIGNATION -  BRADDOCK
 HV5172  PID         -  HV5172
 HV5172  STATE/COUNTY-  VA/FAIRFAX
 HV5172  USGS QUAD   -  FAIRFAX (1994)
 HV5172
 HV5172                         *CURRENT SURVEY CONTROL
 HV5172  ___________________________________________________________________
 HV5172* NAD 83(1993)-  38 49 31.51032(N)    077 16 59.67204(W)     ADJUSTED  
 HV5172* NAVD 88     -       128.0    (meters)     420.     (feet)  VERTCON   
 HV5172  ___________________________________________________________________
 HV5172  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HV5172  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV5172
 HV5172  HORZ ORDER  -  SECOND
 HV5172
 HV5172.The horizontal coordinates were established by classical geodetic methods
 HV5172.and adjusted by the National Geodetic Survey in November 1994..
 HV5172
 HV5172.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5172
 HV5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5172
 HV5172.The geoid height was determined by GEOID03.
 HV5172
 HV5172;                    North         East     Units Scale Factor Converg.
 HV5172;SPC VA N     - 2,129,321.298 3,605,654.024   MT  0.99995495   +0 45 33.8
 HV5172;SPC VA N     - 6,985,948.29 11,829,549.91   sFT  0.99995495   +0 45 33.8
 HV5172;UTM  18      - 4,299,880.215   301,793.780   MT  1.00008379   -1 25 55.0
 HV5172
 HV5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5172!SPC VA N     -   0.99998492  x   0.99995495  =   0.99993987
 HV5172!UTM  18      -   0.99998492  x   1.00008379  =   1.00006871
 HV5172
 HV5172|---------------------------------------------------------------------|
 HV5172| PID    Reference Object                     Distance      Geod. Az  |
 HV5172|                                                           dddmmss.s |
 HV5172| DC6706 BRADDOCK RM 1                        19.805 METERS 01256     |
 HV5172| HV5191 BRADDOCK AZ MK 2                    176.767 METERS 04900     |
 HV5172| HV4783 ILDA RM 3                           APPROX. 3.3 KM 0652159.7 |
 HV5172| HV9365 BRADDOCK RM 4                        12.708 METERS 12250     |
 HV5172| DC6705 BRADDOCK AZ MK                                     1405741.3 |
 HV5172| DC6707 BRADDOCK RM 2                        51.044 METERS 14318     |
 HV5172| DC6708 BRADDOCK RM 3                        40.609 METERS 30641     |
 HV5172| HV5176 FAIRFAX CO POLICE RAD MAST          APPROX. 3.1 KM 3164517.7 |
 HV5172|---------------------------------------------------------------------|
 HV5172
 HV5172                          SUPERSEDED SURVEY CONTROL
 HV5172
 HV5172  NAD 83(1993)-  38 49 31.50911(N)    077 16 59.67662(W) AD(       ) 2
 HV5172  NAD 83(1986)-  38 49 31.50891(N)    077 16 59.68511(W) AD(       ) 2
 HV5172  NAD 27      -  38 49 31.10443(N)    077 17 00.73929(W) AD(       ) 2
 HV5172  NGVD 29 (07/19/86)  128.2    (m)          421.     (f) VERT ANG       
 HV5172
 HV5172.Superseded values are not recommended for survey control.
 HV5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5172.See file dsdata.txt to determine how the superseded data were derived.
 HV5172
 HV5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0179499880(NAD 83)
 HV5172_MARKER: DS = TRIANGULATION STATION DISK
 HV5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5172
 HV5172  HISTORY     - Date     Condition        Report By
 HV5172  HISTORY     - 1958     MONUMENTED       CGS
 HV5172  HISTORY     - 1969     GOOD             CGS
 HV5172  HISTORY     - 1979     GOOD             NGS
 HV5172
 HV5172                          STATION DESCRIPTION
 HV5172
 HV5172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV5172'THE STATION IS APPROXIMATELY 2.0 MILES SOUTHEAST OF FAIRFAX,
 HV5172'ON THE CREST OF HILL ON THE NORTHEAST SIDE OF BRADDOCK ROAD, NEAR
 HV5172'THE SOUTHWEST CORNER OF OPEN FIELD NEAR WOODS LINE AND ABOUT
 HV5172'100 YARDS WEST OF PRIVATE DRIVE WHICH LEADS TO THE RESIDENCE OF
 HV5172'CHRISTIAN GILHAM AND ON THE PROPERTY OF MR. DOUGHERTY.
 HV5172'
 HV5172'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 236 IN
 HV5172'FAIRFAX, GO EAST ON STATE HIGHWAY 236 FOR 1.1 MILES TO SIDE ROAD
 HV5172'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO THE CALVARY
 HV5172'MEMORIAL PARK CEMETERY ON LEFT, CONTINUE SOUTH ON PAVED ROAD AND
 HV5172'GO 0.45 MILE TO T-JUNCTION, TURN LEFT AND GO EASTERLY FOR 0.35
 HV5172'MILE TO THE MAIL BOX OF MR. CHRISTIAN GILHAM ON RIGHT AND
 HV5172'PRIVATE DRIVE ON LEFT, TURN LEFT INTO DRIVE THEN LEFT, WEST,
 HV5172'ALONG THE TOP OF CUTBANK OF PAVED ROAD FOR ABOUT 100
 HV5172'YARDS TO THE EDGE OF WOODS AND STATION.
 HV5172'
 HV5172'STATION MARKS ARE STANDARD DISKS STAMPED BRADDOCK 1958.
 HV5172'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HV5172'THE SURFACE.  IT IS 15 FEET SOUTHEAST OF TIMBER LINE, 33 FEET
 HV5172'NORTHEAST OF CUTBANK OF PAVED ROAD, 20 FEET EAST-SOUTHEAST OF
 HV5172'A DOUBLE TRUNK, OAK TREE.  A STANDARD WITNESS POST WAS SET 2 FEET
 HV5172'NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV5172'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5172'
 HV5172'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRADDOCK NO 1 1958,
 HV5172'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV5172'GROUND.  IT IS 3 FEET SOUTHEAST OF TIMBER LINE AND ABOUT 1
 HV5172'FOOT LOWER THAN THE STATION.
 HV5172'
 HV5172'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRADDOCK NO 2 1958,
 HV5172'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV5172'GROUND.  IT IS 10 FEET NORTH-NORTHEAST OF POWER LINE POLE, 5
 HV5172'FEET NORTHWEST OF POWER LINE POLE GUY WIRE, AND 10 FEET NORTHEAST
 HV5172'OF CUTBANK OF PAVED ROAD.
 HV5172'
 HV5172'AZIMUTH MARK IS A STANDARD DISK STAMPED BRADDOCK 1958, SET IN
 HV5172'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 77
 HV5172'FEET NORTH OF THE NORTHEAST CORNER OF A WHITE HOUSE, 1 FOOT
 HV5172'NORTHEAST OF POWER POLE GUY WIRE, 17 FEET NORTHWEST OF POWER LINE
 HV5172'POLE AND 39 FEET SOUTHWEST OF CENTER OF PAVED ROAD.
 HV5172'
 HV5172'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY ON
 HV5172'PAVED ROAD FOR 0.3 MILE TO WHITE HOUSE ON RIGHT AND THE MARK.
 HV5172'
 HV5172'HEIGHT OF LIGHT ABOVE STATION MARK 26 METER
 HV5172
 HV5172                          STATION RECOVERY (1969)
 HV5172
 HV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5172'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  HOWEVER,
 HV5172'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.  A NEW AZIMUTH
 HV5172'MARK WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A COMPLETE NEW
 HV5172'DESCRIPTION.
 HV5172'
 HV5172'THE STATION IS ABOUT 2 MILES SOUTHEAST OF FAIRFAX, NEAR THE WEST
 HV5172'EDGE OF AN OVERGROWN FIELD AND ON PROPERTY OF CALVARY MEMORIAL PARK.
 HV5172'
 HV5172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 HV5172'OF FAIRFAX.
 HV5172
 HV5172                          STATION RECOVERY (1979)
 HV5172
 HV5172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HV5172'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HV5172'RECOVERED IN GOOD CONDITION BY M.E.Z. IN 1977, AZIMUTH MARK 2 WAS NOT
 HV5172'RECOVERED AS IT WAS DESTROYED BY THE CONSTRUCTION OF A HOUSING
 HV5172'PROJECT.  REFERENCE MARK 2 WAS DESTROYED AT THIS TIME AND REFERENCE
 HV5172'MARK 3 WAS ESTABLISHED.  IN 1979 THE STATION WAS RECOVERED TO FINISH
 HV5172'WORK BEGAN IN 1977.  REFERENCE MARK 1 WAS FOUND DESTROYED AND
 HV5172'REFERENCE MARK 4 WAS ESTABLISHED.  THE DIRECTION AND DISTANCE TO
 HV5172'REFERENCE MARK 3 CHECKED WITH THE 1977 DATA.
 HV5172'
 HV5172'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV5172'
 HV5172'THE STATION IS ABOUT 2 MILES SOUTHEAST OF FAIRFAX ON A CUT BANK THAT
 HV5172'IS ABOUT 10 FEET ABOVE THE ROAD BED AND NEAR THE ENTRANCE TO A HOUSING
 HV5172'DEVELOPMENT ON ROAD RIGHT-OF-WAY.
 HV5172'
 HV5172'TO REACH THE STATION FROM THE FAIRFAX COUNTY COURT HOUSE AND THE
 HV5172'INTERSECTION OF STATE ROUTE 123 (OX ROAD) AND ROUTE 236 (LITTLE
 HV5172'RIVER TURNPIKE), GO EAST ON ROUTE 236 FOR 1.05 MILES TO ROUTE 652
 HV5172'(BURKE STATION ROAD).  TURN RIGHT AND GO SOUTH ON ROUTE 652 FOR
 HV5172'0.7 MILE TO THE CALVARY MEMORIAL PARK CEMETARY ON THE LEFT, CONTINUE
 HV5172'SOUTH FOR 0.45 MILE TO A TEE INTERSECTION.  TURN LEFT AND FOLLOW
 HV5172'BRADDOCK ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT, CONTINUE
 HV5172'SOUTHEAST ON BRADDOCK ROAD FOR 0.3 MILE TO A HIGH CUT BANK ON THE
 HV5172'RIGHT AND THE AZIMUTH MARK.
 HV5172'
 HV5172'THE STATION MARK IS A STANDARD DISK STAMPED---BRADDOCK 1958---
 HV5172'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 2
 HV5172'INCHES.  IT IS 93 FEET WEST-NORTHWEST OF THE CENTER OF DEMBY DRIVE,
 HV5172'76 FEET WEST OF THE SOUTHEAST CORNER OF HOUSE 9701, 71.5 FEET
 HV5172'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 54.2 FEET
 HV5172'NORTH-NORTHWEST OF THE CENTERLINE OF BRADDOCK ROAD, 4 FEET NORTHEAST
 HV5172'OF THE EDGE OF THE CUT BANK AND 1 FOOT NORTH OF A METAL WITNESS POST.
 HV5172'
 HV5172'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRADDOCK 1958 NO 3
 HV5172'1977---SET IN THE TOP OF A CONCRETE POST THAT IS 10-INCHES IN
 HV5172'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 10 FEET NORTHWEST OF
 HV5172'POWER LINE POLE 28, 59 FEET (SLOPE) NORTH-NORTHWEST OF THE
 HV5172'CENTERLINE OF BRADDOCK ROAD, 3 FEET SOUTH OF THE SOUTH ONE OF 3
 HV5172'GUY CABLES TO THE POLE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 HV5172'
 HV5172'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BRADDOCK 1958 NO 4
 HV5172'1979---SET IN THE TOP OF A CONCRETE POST THAT IS 13-INCHES IN
 HV5172'DIAMETER AND PROJECTS 3 INCHES.  IT IS 61.2 FEET NORTH-NORTHWEST
 HV5172'OF THE CENTERLINE OF BRADDOCK ROAD, 56.9 FEET SOUTH OF THE SOUTHEAST
 HV5172'CORNER OF THE HOUSE AND 54 FEET WEST-NORTHWEST OF THE CENTER OF
 HV5172'DEMBY DRIVE.
 HV5172'
 HV5172'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BRADDOCK 1958---SET
 HV5172'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 HV5172'INCHES.  IT IS 77 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 39
 HV5172'FEET SOUTHWEST OF THE CENTERLINE OF BRADDOCK ROAD, 28.5 FEET NORTH
 HV5172'OF A 26-INCH LOCUST TREE, 25.4 FEET WEST OF A 26-INCH PINE TREE, AND
 HV5172'17.2 FEET NORTHWEST OF A POWERLINE POLE NUMBERED 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5191 ***********************************************************************
 HV5191  DESIGNATION -  BRADDOCK AZ MK 2
 HV5191  PID         -  HV5191
 HV5191  STATE/COUNTY-  VA/FAIRFAX
 HV5191  USGS QUAD   -  FAIRFAX (1994)
 HV5191
 HV5191                         *CURRENT SURVEY CONTROL
 HV5191  ___________________________________________________________________
 HV5191* NAD 83(1993)-  38 49 35.27051(N)    077 16 54.14079(W)     ADJUSTED  
 HV5191* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 HV5191  ___________________________________________________________________
 HV5191  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HV5191  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV5191
 HV5191  HORZ ORDER  -  SECOND
 HV5191
 HV5191.The horizontal coordinates were established by classical geodetic methods
 HV5191.and adjusted by the National Geodetic Survey in November 1994..
 HV5191
 HV5191.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5191
 HV5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5191
 HV5191.The geoid height was determined by GEOID03.
 HV5191
 HV5191;                    North         East     Units Scale Factor Converg.
 HV5191;SPC VA N     - 2,129,439.004 3,605,785.892   MT  0.99995502   +0 45 37.3
 HV5191;SPC VA N     - 6,986,334.47 11,829,982.55   sFT  0.99995502   +0 45 37.3
 HV5191;UTM  18      - 4,299,992.807   301,930.069   MT  1.00008312   -1 25 51.6
 HV5191
 HV5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5191!SPC VA N     -   0.99998556  x   0.99995502  =   0.99994058
 HV5191!UTM  18      -   0.99998556  x   1.00008312  =   1.00006868
 HV5191
 HV5191:                Primary Azimuth Mark                     Grid Az
 HV5191:SPC VA N     -  LAY                                      003 32 05.5
 HV5191:UTM  18      -  LAY                                      005 43 34.4
 HV5191
 HV5191|---------------------------------------------------------------------|
 HV5191| PID    Reference Object                     Distance      Geod. Az  |
 HV5191|                                                           dddmmss.s |
 HV5191| HV5194 LAY                                 APPROX. 1.9 KM 0041742.8 |
 HV5191| HV5172 BRADDOCK                            176.767 METERS 22900     |
 HV5191|---------------------------------------------------------------------|
 HV5191
 HV5191                          SUPERSEDED SURVEY CONTROL
 HV5191
 HV5191  NAD 83(1993)-  38 49 35.26929(N)    077 16 54.14536(W) AD(       ) 2
 HV5191  NAD 83(1986)-  38 49 35.26908(N)    077 16 54.15393(W) AD(       ) 2
 HV5191  NAD 27      -  38 49 34.86434(N)    077 16 55.20879(W) AD(       ) 2
 HV5191  NGVD 29 (07/19/86)  124.1    (m)          407.     (f) VERT ANG       
 HV5191
 HV5191.Superseded values are not recommended for survey control.
 HV5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5191.See file dsdata.txt to determine how the superseded data were derived.
 HV5191
 HV5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0193099993(NAD 83)
 HV5191_MARKER: DZ = AZIMUTH MARK DISK
 HV5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5191
 HV5191  HISTORY     - Date     Condition        Report By
 HV5191  HISTORY     - 1969     MONUMENTED       CGS
 HV5191
 HV5191                          STATION DESCRIPTION
 HV5191
 HV5191'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HV5191'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND
 HV5191'236 IN FAIRFAX, GO EAST ON HIGHWAY 236 FOR 1.1 MILES TO A SIDE ROAD
 HV5191'RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A T-JUNCTION, TURN
 HV5191'LEFT AND GO EASTERLY FOR 0.3 MILE TO A SIDE ROAD LEFT AND A GATE.
 HV5191'TURN LEFT, PASS THROUGH GATE AND GO NORTH ON A TRACK ROAD FOR 0.1
 HV5191'MILE.  TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON THE
 HV5191'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HV5191'
 HV5191'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRADDOCK 1958 NO 2 1969, SET
 HV5191'IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER
 HV5191'AND PROJECTS 3 INCHES.  IT IS 56.0 FEET EAST OF THE CENTERLINE OF
 HV5191'THE TRACK ROAD, 28.0 FEET WEST-SOUTHWEST OF THE WEST ONE OF TWO
 HV5191'LARGE MAPLE TREES HAVING A TRIANGLE BLAZE ON ITS WEST SIDE AND
 HV5191'2.9 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9365 ***********************************************************************
 HV9365  DESIGNATION -  BRADDOCK RM 4
 HV9365  PID         -  HV9365
 HV9365  STATE/COUNTY-  VA/FAIRFAX
 HV9365  USGS QUAD   -  FAIRFAX (1994)
 HV9365
 HV9365                         *CURRENT SURVEY CONTROL
 HV9365  ___________________________________________________________________
 HV9365* NAD 83(1986)-  38 49 31.     (N)    077 16 59.     (W)     SCALED    
 HV9365* NAVD 88     -       127.768  (meters)     419.19   (feet)  ADJUSTED  
 HV9365  ___________________________________________________________________
 HV9365  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV9365  DYNAMIC HT  -         127.697 (meters)     418.95  (feet)  COMP
 HV9365  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 HV9365
 HV9365  VERT ORDER  -  THIRD
 HV9365
 HV9365.The horizontal coordinates were scaled from a topographic map and have
 HV9365.an estimated accuracy of +/- 6 seconds.
 HV9365
 HV9365.The orthometric height was determined by differential leveling
 HV9365.and adjusted by the National Geodetic Survey in September 2004..
 HV9365
 HV9365.The geoid height was determined by GEOID03.
 HV9365
 HV9365.The dynamic height is computed by dividing the NAVD 88
 HV9365.geopotential number by the normal gravity value computed on the
 HV9365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9365.degrees latitude (g = 980.6199 gals.).
 HV9365
 HV9365.The modeled gravity was interpolated from observed gravity values.
 HV9365
 HV9365;                    North         East    Units  Estimated Accuracy
 HV9365;SPC VA N     - 2,129,310.    3,605,670.      MT  (+/- 180 meters Scaled)
 HV9365
 HV9365                          SUPERSEDED SURVEY CONTROL
 HV9365
 HV9365.No superseded survey control is available for this station.
 HV9365
 HV9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH018998(NAD 83)
 HV9365_MARKER: DR = REFERENCE MARK DISK
 HV9365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9365_SP_SET: CONCRETE POST
 HV9365_STAMPING: BRADDOCK 1958 NO4 1979
 HV9365_MARK LOGO: NGS   
 HV9365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9365+STABILITY: SURFACE MOTION
 HV9365
 HV9365  HISTORY     - Date     Condition        Report By
 HV9365  HISTORY     - 1979     MONUMENTED       NGS
 HV9365  HISTORY     - 19920120 GOOD             MSI
 HV9365
 HV9365                          STATION DESCRIPTION
 HV9365
 HV9365'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9365'THE STATION IS ABOUT 2 MILES (3.2 KM) SOUTHEAST OF FAIRFAX ON A CUT
 HV9365'BANK THAT IS ABOUT 10 FEET (3.0 M) ABOVE THE ROAD BED AND NEAR THE
 HV9365'ENTRANCE TO A HOUSING DEVELOPMENT ON ROAD RIGHT-OF-WAY.  TO REACH THE
 HV9365'STATION FROM THE FAIRFAX COUNTY COURT HOUSE AND THE INTERSECTION OF
 HV9365'STATE ROUTE 123 (OX ROAD) AND ROUTE 236 (LITTLE RIVER TURNPIKE), GO
 HV9365'EAST ON ROUTE 236 FOR 1.05 MILES (1.69 KM) TO ROUTE 652 (BURKE
 HV9365'STATION ROAD).  TURN RIGHT AND GO SOUTH ON ROUTE 652 FOR 0.7 MILE
 HV9365'(1.1 KM) TO THE CALVARY MEMORIAL PARK CEMETARY ON THE LEFT, CONTINUE
 HV9365'SOUTH FOR 0.45 MILE (0.72 KM) TO A TEE INTERSECTION.  TURN LEFT AND
 HV9365'FOLLOW BRADDOCK ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE LEFT
 HV9365'THE TOP OF A 10-INCH SQUARE CONCRETE POST RECESSED 2 INCHES.  IT IS
 HV9365'93 FEET (28.3 M) WEST-NORTHWEST OF THE CENTER OF DEMBY DRIVE, 76 FEET
 HV9365'(23.2 M) WEST OF THE SOUTHEAST CORNER OF HOUSE 9701, 71.5 FEET (21.8
 HV9365'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 54.2 FEET (16.5 M)
 HV9365'NORTH-NORTHWEST OF THE CENTERLINE OF BRADDOCK ROAD, 4 FEET (1.2 M)
 HV9365'NORTHEAST OF THE EDGE OF THE CUT BANK AND 1 FOOT (0.3 M) NORTH OF A
 HV9365'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3501 ***********************************************************************
 FX3501  DESIGNATION -  BRADFORD
 FX3501  PID         -  FX3501
 FX3501  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3501  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3501
 FX3501                         *CURRENT SURVEY CONTROL
 FX3501  ___________________________________________________________________
 FX3501* NAD 83(1993)-  36 52 31.24036(N)    076 29 29.82590(W)     ADJUSTED  
 FX3501* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FX3501  ___________________________________________________________________
 FX3501  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FX3501  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FX3501
 FX3501  HORZ ORDER  -  THIRD
 FX3501
 FX3501.The horizontal coordinates were established by classical geodetic methods
 FX3501.and adjusted by the National Geodetic Survey in September 1995..
 FX3501
 FX3501.The orthometric height was scaled from a topographic map.
 FX3501
 FX3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3501
 FX3501.The geoid height was determined by GEOID03.
 FX3501
 FX3501;                    North         East     Units Scale Factor Converg.
 FX3501;SPC VA S     - 1,062,053.953 3,679,044.099   MT  0.99998205   +1 13 08.2
 FX3501;SPC VA S     - 3,484,422.01 12,070,330.51   sFT  0.99998205   +1 13 08.2
 FX3501;UTM  18      - 4,082,082.613   367,061.086   MT  0.99981772   -0 53 42.8
 FX3501
 FX3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3501!SPC VA S     -   1.00000500  x   0.99998205  =   0.99998705
 FX3501!UTM  18      -   1.00000500  x   0.99981772  =   0.99982272
 FX3501
 FX3501:                Primary Azimuth Mark                     Grid Az
 FX3501:SPC VA S     -  UPTON                                    014 44 48.9
 FX3501:UTM  18      -  UPTON                                    016 51 39.9
 FX3501
 FX3501|---------------------------------------------------------------------|
 FX3501| PID    Reference Object                     Distance      Geod. Az  |
 FX3501|                                                           dddmmss.s |
 FX3501| FX3553 UPTON                               APPROX. 2.5 KM 0155757.1 |
 FX3501| DC8094 BRADFORD RM 1                        51.380 METERS 08500     |
 FX3501| DC8095 BRADFORD RM 2                        74.408 METERS 34944     |
 FX3501|---------------------------------------------------------------------|
 FX3501
 FX3501                          SUPERSEDED SURVEY CONTROL
 FX3501
 FX3501  NAD 83(1986)-  36 52 31.24584(N)    076 29 29.85944(W) AD(       ) 3
 FX3501  NAD 27      -  36 52 30.70900(N)    076 29 31.03500(W) AD(       ) 3
 FX3501
 FX3501.Superseded values are not recommended for survey control.
 FX3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3501.See file dsdata.txt to determine how the superseded data were derived.
 FX3501
 FX3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6706182083(NAD 83)
 FX3501_MARKER: DS = TRIANGULATION STATION DISK
 FX3501_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3501
 FX3501  HISTORY     - Date     Condition        Report By
 FX3501  HISTORY     - 1934     MONUMENTED       CGS
 FX3501  HISTORY     - 1943     GOOD             CGS
 FX3501  HISTORY     - 1944     GOOD             CGS
 FX3501  HISTORY     - 1960     GOOD             CGS
 FX3501  HISTORY     - 1977     GOOD             NGS
 FX3501  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX3501
 FX3501                          STATION DESCRIPTION
 FX3501
 FX3501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3501'THE STATION IS ON THE LAND OWNED BY MR. BRADFORD AND IS ABOUT
 FX3501'1/4 MILE SOUTH OF HIS COUNTRY HOME, 375 FEET FROM THE EDGE OF
 FX3501'U.S. HIGHWAY 17, 236.5 FEET FROM THE WEST CORNER OF A NEGRO HOUSE
 FX3501'NEAR U.S. HIGHWAY 17, 99.5 FEET FROM A NORTH CORNER OF A SECOND
 FX3501'NEGRO HOUSE WHICH IS AT A NARROW DIRT ROAD LEADING FROM U.S.
 FX3501'HIGHWAY 17 TOWARDS THE RIVER, 17 FEET FROM THE EDGE OF 20-FOOT
 FX3501'BANK, AND 40 FEET FROM A TREE NORTHWESTERLY FROM THE STATION.
 FX3501'
 FX3501'THE STATION MAY BE REACHED BY TRAVELING SOUTHWARD FROM THE
 FX3501'SOUTH END OF THE NANSEMOND RIVER BRIDGE ON U.S. HIGHWAY 17 FOR
 FX3501'3/8 MILE AND TURNING RIGHT ONTO THE PRIVATE DIRT ROAD MENTIONED
 FX3501'ABOVE.
 FX3501'
 FX3501'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 FX3501'SET IN CONCRETE AS DESCRIBED IN NOTES 1C, 7A AND 11C RESPECTIVELY.
 FX3501'
 FX3501'REFERENCE MARK NO. 1 IS EAST OF THE STATION IN THE DIRECTION
 FX3501'OF THE JUNCTION OF THE DIRT ROAD WITH U.S. HIGHWAY 17.
 FX3501'
 FX3501'REFERENCE MARK NO. 2 LIES NORTH OF THE STATION IN THE GENERAL
 FX3501'DIRECTION PARALLEL TO THE 20-FOOT BANK TOWARDS NANSEMOND RIVER
 FX3501'BRIDGE.
 FX3501'
 FX3501'BRADFORD SEES ALL STATIONS FROM THE GROUND EXCEPT FULGHAM,
 FX3501'WHICH REQUIRES A 19-METER POLE AT BRADFORD TO SEE FROM FULGHAM.
 FX3501'
 FX3501'HEIGHT OF SIGNAL ABOVE STATION MARK - 19 METERS.
 FX3501
 FX3501                          STATION RECOVERY (1943)
 FX3501
 FX3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3501'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FX3501'ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE EXCEPT FOR THE
 FX3501'FOLLOWING, WHICH SHOULD BE ADDED--
 FX3501'
 FX3501'STATION IS 57 FEET N, ON RANGE WITH W SIDE OF GRAY HOUSE
 FX3501'(REAR) AND 49 FEET W, SW OF FIELD EDGE.
 FX3501'
 FX3501'R.M. 1 IS 87 FEET NE OF NE CORNER OF PORCH OF GRAY HOUSE
 FX3501'WITH RED ROOF, 72 FEET W OF REAR OF GRAY HOUSE (CLOSE TO
 FX3501'HIGHWAY 17), 11 FEET W OF 2 GUN TREES WHICH ARE 4 FEET APART.
 FX3501'
 FX3501'R.M. 2 IS 301 FEET N, ON RANGE WITH W SIDE (REAR) OF GRAY
 FX3501'HOUSE, WITH RED ROOF AND 26 FEET W, 13 FEET W OF CENTER LINE OF
 FX3501'ROAD WHICH FOLLOWS EDGE OF WOODS, 33 FEET E OF 30 INCH PINE, AND
 FX3501'IS IN VINE - TANGLED BRUSH, LEVEL WITH THE GROUND.
 FX3501
 FX3501                          STATION RECOVERY (1944)
 FX3501
 FX3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3501'THE STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1943.
 FX3501
 FX3501                          STATION RECOVERY (1960)
 FX3501
 FX3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3501'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FX3501'GOOD CONDITION.  FOLLOWING ARE ADDITIONAL REFERENCE POINTS.
 FX3501'REFERENCE MARK NO. 1 IS 74.0 FEET WEST OF THE NORTHWEST CORNER
 FX3501'OF THE FIRST HOUSE FROM THE HIGHWAY, 72.3 FEET WEST OF THE
 FX3501'SOUTHWEST CORNER OF THE HOUSE AND 63 FEET NORTH OF THE CENTER OF
 FX3501'THE DRIVE.
 FX3501'
 FX3501'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE ONLY PINE TREE IN
 FX3501'THE AREA AND 20 FEET WEST OF THE EDGE OF THE CULTIVATED FIELD.
 FX3501
 FX3501                          STATION RECOVERY (1977)
 FX3501
 FX3501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (GWS)
 FX3501'BRADFORD FD. IN GOOD CONDITION.  AREA BEING CLEARED-MARKED AND
 FX3501'FLAGGED.  RM NO 1 FOUND IN GOOD CONDITION.  AREA BEING
 FX3501'CLEARED-MARKED AND FLAGGED.  RM NO 2 HAS BEEN DISTURBED DURING
 FX3501'CLEARING.
 FX3501'
 FX3501'RECOMMEND THAT YOU RESET RM 2 AND/OR ANOTHER RM.  LAND IS BEING
 FX3501'SUBDIVIDED.  POST SET BUT NEED A WITNESS SIGN.
 FX3501
 FX3501                          STATION RECOVERY (2001)
 FX3501
 FX3501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3501'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3500 ***********************************************************************
 FX3500  DESIGNATION -  BRADFORD HOUSE CUPOLA
 FX3500  PID         -  FX3500
 FX3500  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3500  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3500
 FX3500                         *CURRENT SURVEY CONTROL
 FX3500  ___________________________________________________________________
 FX3500* NAD 83(1993)-  36 52 46.98408(N)    076 29 39.21293(W)     ADJUSTED  
 FX3500* NAVD 88     -                                                        
 FX3500  ___________________________________________________________________
 FX3500  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FX3500  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FX3500
 FX3500  HORZ ORDER  -  THIRD
 FX3500
 FX3500.The horizontal coordinates were established by classical geodetic methods
 FX3500.and adjusted by the National Geodetic Survey in September 1995..
 FX3500
 FX3500
 FX3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3500
 FX3500.The geoid height was determined by GEOID03.
 FX3500
 FX3500;                    North         East     Units Scale Factor Converg.
 FX3500;SPC VA S     - 1,062,534.216 3,678,801.368   MT  0.99998140   +1 13 02.5
 FX3500;SPC VA S     - 3,485,997.67 12,069,534.15   sFT  0.99998140   +1 13 02.5
 FX3500;UTM  18      - 4,082,571.424   366,836.275   MT  0.99981846   -0 53 48.7
 FX3500
 FX3500                          SUPERSEDED SURVEY CONTROL
 FX3500
 FX3500  NAD 83(1986)-  36 52 46.98950(N)    076 29 39.24657(W) AD(       ) 4
 FX3500  NAD 27      -  36 52 46.45200(N)    076 29 40.42600(W) AD(       ) 3
 FX3500
 FX3500.Superseded values are not recommended for survey control.
 FX3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3500.See file dsdata.txt to determine how the superseded data were derived.
 FX3500
 FX3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6683682571(NAD 83)
 FX3500_MARKER: 86 = CUPOLA
 FX3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3500+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 FX3500
 FX3500  HISTORY     - Date     Condition        Report By
 FX3500  HISTORY     - 1934     FIRST OBSERVED   CGS
 FX3500  HISTORY     - 1943     GOOD             CGS
 FX3500  HISTORY     - 1944     GOOD             CGS
 FX3500  HISTORY     - 1954     GOOD             AMS
 FX3500  HISTORY     - 1960     GOOD             CGS
 FX3500  HISTORY     - 20010331 GOOD             NGS
 FX3500  HISTORY     - 20010709 GOOD             USPSQD
 FX3500
 FX3500                          STATION DESCRIPTION
 FX3500
 FX3500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3500'THE TIP OF THE CUPOLA ON THE COUNTRY HOUSE OF THE BRADFORD FAMILY,
 FX3500'ON THE EAST SIDE OF THE RIVER ON TOWN POINT, AT THE SOUTH END OF
 FX3500'THE NANSEMOND RIVER BRIDGE OWNED BY THE JAMES RIVER BRIDGE
 FX3500'CORPORATION.
 FX3500'
 FX3500'THIS STATION WAS NOT OCCUPIED.
 FX3500
 FX3500                          STATION RECOVERY (1943)
 FX3500
 FX3500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3500'STATION RECOVERED IN GOOD CONDITION.  THE BRADFORD HOUSE WAS
 FX3500'BUILT IN 1895, IT IS 2-1/2 STORYS AND HAS A GRAY SHINGLED ROOF.
 FX3500'THE CUPOLA IS ON THE S SIDE OF THE HOUSE JUST OVER THE MAIN
 FX3500'ENTRANCE.
 FX3500
 FX3500                          STATION RECOVERY (1944)
 FX3500
 FX3500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3500'RECOVERED AS DESCRIBED BY F.L.G. IN 1943.
 FX3500
 FX3500                          STATION RECOVERY (1954)
 FX3500
 FX3500'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3500'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3500
 FX3500                          STATION RECOVERY (1960)
 FX3500
 FX3500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3500'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3500
 FX3500                          STATION RECOVERY (2001)
 FX3500
 FX3500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX3500
 FX3500                          STATION RECOVERY (2001)
 FX3500
 FX3500'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX3500'THIS STATION HAS BEEN OCCUPIED FOR THE LAST 20 YEARS BY LEONARD
 FX3500'WILLIS. HE HAS DONE EXTENSIVE RESTORATION TO THE STRUCTURE. THE CUPOLA
 FX3500'NOW HAS A METAL ROOF AND IN THE LAST FIVE YEARS A WEATHER VANE WITH A
 FX3500'DOG HAS BEEN ADDED TO TIP OF THE CUPOLA. NEW GATES AT ENTRANCE TO LAND
 FX3500'HAVE SIGN STATING 'TOWN POINT CIRA 1895'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1190 ***********************************************************************
 FW1190  DESIGNATION -  BRADFORD VFC 1933
 FW1190  PID         -  FW1190
 FW1190  STATE/COUNTY-  VA/ACCOMACK
 FW1190  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1190
 FW1190                         *CURRENT SURVEY CONTROL
 FW1190  ___________________________________________________________________
 FW1190* NAD 83(1993)-  37 35 47.76213(N)    075 40 17.67181(W)     ADJUSTED  
 FW1190* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1190  ___________________________________________________________________
 FW1190  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 FW1190  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FW1190
 FW1190  HORZ ORDER  -  THIRD
 FW1190
 FW1190.The horizontal coordinates were established by classical geodetic methods
 FW1190.and adjusted by the National Geodetic Survey in November 1994..
 FW1190
 FW1190.The orthometric height was scaled from a topographic map.
 FW1190
 FW1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1190
 FW1190.The geoid height was determined by GEOID03.
 FW1190
 FW1190;                    North         East     Units Scale Factor Converg.
 FW1190;SPC VA S     - 1,143,933.617 3,749,733.125   MT  0.99995337   +1 42 59.9
 FW1190;SPC VA S     - 3,753,055.54 12,302,249.43   sFT  0.99995337   +1 42 59.9
 FW1190;UTM  18      - 4,161,270.534   440,715.597   MT  0.99964329   -0 24 35.1
 FW1190
 FW1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1190!SPC VA S     -   1.00000580  x   0.99995337  =   0.99995917
 FW1190!UTM  18      -   1.00000580  x   0.99964329  =   0.99964909
 FW1190
 FW1190:                Primary Azimuth Mark                     Grid Az
 FW1190:SPC VA S     -  NIG VFC 1933                             267 44 25.2
 FW1190:UTM  18      -  NIG VFC 1933                             269 52 00.2
 FW1190
 FW1190|---------------------------------------------------------------------|
 FW1190| PID    Reference Object                     Distance      Geod. Az  |
 FW1190|                                                           dddmmss.s |
 FW1190| FW1200 NIG VFC 1933                        APPROX. 1.7 KM 2692725.1 |
 FW1190|---------------------------------------------------------------------|
 FW1190
 FW1190                          SUPERSEDED SURVEY CONTROL
 FW1190
 FW1190  NAD 83(1993)-  37 35 47.76257(N)    075 40 17.70300(W) AD(       ) 3
 FW1190  NAD 83(1986)-  37 35 47.76161(N)    075 40 17.70991(W) AD(       ) 3
 FW1190  NAD 27      -  37 35 47.28400(N)    075 40 18.95700(W) AD(       ) 3
 FW1190
 FW1190.Superseded values are not recommended for survey control.
 FW1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1190.See file dsdata.txt to determine how the superseded data were derived.
 FW1190
 FW1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4071661271(NAD 83)
 FW1190_MARKER: Z = SEE DESCRIPTION
 FW1190_SETTING: 0 = UNSPECIFIED SETTING
 FW1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1190
 FW1190  HISTORY     - Date     Condition        Report By
 FW1190  HISTORY     - 1934     MONUMENTED       CGS
 FW1190  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1190  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW1190  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1190
 FW1190                          STATION DESCRIPTION
 FW1190
 FW1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FER)
 FW1190'ON POINT OF MARSH IN NE PART OF BRADFORDS BAY A SHORT DISTANCE
 FW1190'FROM THE EDGE OF THE MARSH.  MARKED IN THE USUAL MANNER BY A
 FW1190'CONCRETE MONUMENT EXTENDING A FEW INCHES OUT OF THE MARSH.
 FW1190
 FW1190                          STATION RECOVERY (1958)
 FW1190
 FW1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1190'STATION SEARCHED FOR BUT WAS NOT RECOVERED.  IT IS POSSIBLE
 FW1190'THAT THE S BANK OF THE ISLAND HAS WASHED BACK FAR ENOUGH TO
 FW1190'DESTROY THE STATION.
 FW1190
 FW1190                          STATION RECOVERY (1961)
 FW1190
 FW1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1190'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION WAS NOT
 FW1190'FOUND.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED BY EROSION
 FW1190'OF THE MARSH.
 FW1190
 FW1190                          STATION RECOVERY (1962)
 FW1190
 FW1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1190'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS NOT SEARCHED
 FW1190'FOR EXTENSIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5426 ***********************************************************************
 GV5426  DESIGNATION -  BRADY
 GV5426  PID         -  GV5426
 GV5426  STATE/COUNTY-  VA/HENRICO
 GV5426  USGS QUAD   -  DUTCH GAP (1994)
 GV5426
 GV5426                         *CURRENT SURVEY CONTROL
 GV5426  ___________________________________________________________________
 GV5426* NAD 83(1993)-  37 23 32.55788(N)    077 21 49.50079(W)     ADJUSTED  
 GV5426* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 GV5426  ___________________________________________________________________
 GV5426  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GV5426  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV5426
 GV5426  HORZ ORDER  -  SECOND
 GV5426
 GV5426.The horizontal coordinates were established by classical geodetic methods
 GV5426.and adjusted by the National Geodetic Survey in September 1995..
 GV5426
 GV5426.The orthometric height was scaled from a topographic map.
 GV5426
 GV5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5426
 GV5426.The geoid height was determined by GEOID03.
 GV5426
 GV5426;                    North         East     Units Scale Factor Converg.
 GV5426;SPC VA S     - 1,118,132.727 3,600,609.503   MT  0.99994550   +0 41 22.6
 GV5426;SPC VA S     - 3,668,407.12 11,812,999.68   sFT  0.99994550   +0 41 22.6
 GV5426;UTM  18      - 4,141,023.483   290,752.721   MT  1.00013937   -1 26 09.4
 GV5426
 GV5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5426!SPC VA S     -   1.00000105  x   0.99994550  =   0.99994655
 GV5426!UTM  18      -   1.00000105  x   1.00013937  =   1.00014042
 GV5426
 GV5426:                Primary Azimuth Mark                     Grid Az
 GV5426:SPC VA S     -  MEADOW                                   111 52 06.0
 GV5426:UTM  18      -  MEADOW                                   113 59 38.0
 GV5426
 GV5426|---------------------------------------------------------------------|
 GV5426| PID    Reference Object                     Distance      Geod. Az  |
 GV5426|                                                           dddmmss.s |
 GV5426| GV5439 MEADOW                              APPROX. 4.1 KM 1123328.6 |
 GV5426| GV5454 VARINA WATER TANK                   APPROX. 2.7 KM 1162714.1 |
 GV5426| GV5456 WHITE HOUSE RED ROOF CHIMNEY        APPROX. 1.8 KM 1701803.8 |
 GV5426| GV5538 VIRGINIA ELEC PWR SMALL STK         APPROX. 1.9 KM 2305729.0 |
 GV5426| GV5539 VIRGINIA ELEC PWR WOOD TOWER        APPROX. 2.0 KM 2352323.7 |
 GV5426| GV5425 BRADY FARM ELEVATED WHITE TANK      169.669 METERS 29850     |
 GV5426|---------------------------------------------------------------------|
 GV5426
 GV5426                          SUPERSEDED SURVEY CONTROL
 GV5426
 GV5426  NAD 83(1993)-  37 23 32.55839(N)    077 21 49.50047(W) AD(       ) 2
 GV5426  NAD 83(1986)-  37 23 32.56439(N)    077 21 49.51780(W) AD(       ) 2
 GV5426  NAD 27      -  37 23 32.02900(N)    077 21 50.58700(W) AD(       ) 2
 GV5426
 GV5426.Superseded values are not recommended for survey control.
 GV5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5426.See file dsdata.txt to determine how the superseded data were derived.
 GV5426
 GV5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9075341023(NAD 83)
 GV5426_MARKER: DS = TRIANGULATION STATION DISK
 GV5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5426
 GV5426  HISTORY     - Date     Condition        Report By
 GV5426  HISTORY     - 1943     MONUMENTED       CGS
 GV5426  HISTORY     - 1952     SEE DESCRIPTION  AMS
 GV5426  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GV5426  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV5426  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5426  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5426
 GV5426                          STATION DESCRIPTION
 GV5426
 GV5426'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5426'THE STATION SITE IS ON THE N SIDE OF JAMES RIVER, 1 MILE NNE
 GV5426'OF DUTCH GAP, ABOUT 12 MILES S OF RICHMOND.  IT IS ON TOP OF THE
 GV5426'BLUFF ON THE NORTHERN SIDE OF THE ABANDONED RIVER CHANNEL BY
 GV5426'THE AIKEN SWAMP.  DUTCH GAP CUTOFF.  THE MARK IS ABOUT 150 YARDS
 GV5426'ESE OF A LARGE WHITE HOUSE OF DR. SUMMERS, OVERLOOKING THE RIVER,
 GV5426'WITH A CONSPICIOUS WHITE WATER TANK IN THE BACKYARD, AND IS
 GV5426'ABOUT 300 YARDS W OF FORT BRADY.
 GV5426'
 GV5426'THE MARK IS AT THE S EDGE OF THE FIELD TO THE E OF THE HOUSE,
 GV5426'15 METERS W OF THE CENTER LINE OF THE YACHT BASIN ROAD WHERE
 GV5426'ROADS TURN TO GO DOWN SLOPE TO RIVER.
 GV5426'
 GV5426'REFERENCE MARK NO. 1 IS AT THE S EDGE OF THE FIELD, AT N EDGE
 GV5426'OF BRUSH LINE, AT TOP OF BLUFF, TO THE W OF THE STATION MARK.  IT
 GV5426'IS 25 METERS E OF AN 8-INCH DIAMETER PINE TREE WHICH IS ABOUT 25
 GV5426'YARDS E OF THE FARMHOUSE DRIVE WHERE IT BENDS AT S EDGE OF FIELD.
 GV5426'
 GV5426'REFERENCE MARK NO. 2 IS 6 METERS E OF THE CENTER LINE OF THE
 GV5426'YACHT BASIN ROAD WHERE ROAD CURVES TO GO DOWN SLOPE TO RIVER, 3
 GV5426'METERS N OF A 10-INCH PINE TREE LOCATED ON THE EDGE OF THE E DITCH
 GV5426'OF ROAD AT TOP OF SLOPE TO RIVER.  MARK IS AT W EDGE OF THICKET OF
 GV5426'SMALL PINES.
 GV5426'
 GV5426'AZIMUTH MARK IS THE CENTER OF THE FINIAL BALL ATTACHED TO THE
 GV5426'CENTER OF THE TOP OF THE WATER TANK IN THE BACKYARD OF DR. SUMMERS
 GV5426'HOUSE.  MARKS ARE SET AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5426'
 GV5426'TO REACH FROM RICHMOND PROCEED TO INTERSECTION OF ROUTES 5
 GV5426'AND 146 TO THE E OF THE CITY, FOLLOW ROUTE 5 FOR 0.6 MILE TO
 GV5426'OSBORNE TURNPIKE ON THE RIGHT, FOLLOW OSBORNE TURNPIKE FOR 6.6
 GV5426'MILES TO KINGSLAND ROAD, TURN LEFT FOR 0.8 MILE TO FORT BRADY
 GV5426'ROAD, TURN RIGHT FOR 1 MILE TO FORT BRADY, TURN RIGHT FOR 0.05
 GV5426'MILE TO FORKS IN ROAD, TAKE LEFT FORK (RICHMOND YACHT BASIN
 GV5426'ROAD) FOR 100 YARDS TO WHERE ROAD BREAKS OVER TOP OF BLUFF.
 GV5426'STATION IS 15 METERS TO RIGHT ON S EDGE OF FIELD.
 GV5426
 GV5426                          STATION RECOVERY (1952)
 GV5426
 GV5426'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5426'WAS REMOVED BY BULLDOZER WHILE GRADING ROAD.  STATION CAN BE FOUND
 GV5426'ALONG SOUTH SIDE OF ROAD AT ENTRANCE TO SUMMERS PROPERTY.
 GV5426'REFERENCE MARKS ARE GOOD.
 GV5426
 GV5426                          STATION RECOVERY (1964)
 GV5426
 GV5426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 GV5426'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 GV5426'IN FAIR CONDITION.  THE CONCRETE STATION MARK, WITH DISK REMOVED,
 GV5426'WAS FOUND LYING ON TOP OF THE GROUND.  A BLACK-TOP ROAD LEADING
 GV5426'TO DR. SUMMERS HOUSE HAS BEEN BUILT WHICH APPARENTLY WAS THE
 GV5426'REASON FOR DESTROYING STATION, AS THE MEASUREMENTS FROM THE
 GV5426'REFERENCE MARK SHOW THE STATION LOCATION TO BE IN THE MIDDLE OF
 GV5426'THE ROAD.  NO ATTEMPT WAS MADE TO RECOVER UNDERGROUND STATION
 GV5426'MARK.
 GV5426
 GV5426                          STATION RECOVERY (1996)
 GV5426
 GV5426'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5426'MARK NOT FOUND.
 GV5426
 GV5426                          STATION RECOVERY (2000)
 GV5426
 GV5426'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5426'MARK NOT FOUND.
 GV5426
 GV5426                          STATION RECOVERY (2005)
 GV5426
 GV5426'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5425 ***********************************************************************
 GV5425  DESIGNATION -  BRADY FARM ELEVATED WHITE TANK
 GV5425  PID         -  GV5425
 GV5425  STATE/COUNTY-  VA/HENRICO
 GV5425  USGS QUAD   -  DUTCH GAP (1994)
 GV5425
 GV5425                         *CURRENT SURVEY CONTROL
 GV5425  ___________________________________________________________________
 GV5425* NAD 83(1993)-  37 23 35.21135(N)    077 21 55.54387(W)     ADJUSTED  
 GV5425* NAVD 88     -                                                        
 GV5425  ___________________________________________________________________
 GV5425  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 GV5425  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV5425
 GV5425  HORZ ORDER  -  THIRD
 GV5425
 GV5425.The horizontal coordinates were established by classical geodetic methods
 GV5425.and adjusted by the National Geodetic Survey in September 1995..
 GV5425
 GV5425
 GV5425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5425
 GV5425.The geoid height was determined by GEOID03.
 GV5425
 GV5425;                    North         East     Units Scale Factor Converg.
 GV5425;SPC VA S     - 1,118,212.733 3,600,459.893   MT  0.99994550   +0 41 19.0
 GV5425;SPC VA S     - 3,668,669.61 11,812,508.83   sFT  0.99994550   +0 41 19.0
 GV5425;UTM  18      - 4,141,109.000   290,606.152   MT  1.00014012   -1 26 13.2
 GV5425
 GV5425                          SUPERSEDED SURVEY CONTROL
 GV5425
 GV5425  NAD 83(1993)-  37 23 35.21186(N)    077 21 55.54354(W) AD(       ) 4
 GV5425  NAD 83(1986)-  37 23 35.21786(N)    077 21 55.56084(W) AD(       ) 4
 GV5425  NAD 27      -  37 23 34.68300(N)    077 21 56.63100(W) AD(       ) 3
 GV5425
 GV5425.Superseded values are not recommended for survey control.
 GV5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5425.See file dsdata.txt to determine how the superseded data were derived.
 GV5425
 GV5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9060641109(NAD 83)
 GV5425_MARKER: 53 = ELEVATED TANK
 GV5425
 GV5425  HISTORY     - Date     Condition        Report By
 GV5425  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5425  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV5425  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5425  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 GV5425  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5425
 GV5425                          STATION DESCRIPTION
 GV5425
 GV5425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5425'OBJECT OBSERVED WAS FINIAL ATOP AN ELEVATED WHITE WATER TANK
 GV5425'LOCATED AMONG THE BUILDINGS KNOWN AS BRADY FARM.  TANK IS ON N BANK
 GV5425'OF JAMES RIVER ABOUT 0.08 MILE NW OF SITE OF FORT BRADY, ABOUT ONE
 GV5425'MILE N OF EASTERN ENTRANCE TO DUTCH GAP CUTOFF AND ABOUT ONE MILE
 GV5425'NE OF WESTERN ENTRANCE TO DUTCH GAP CUTOFF.
 GV5425
 GV5425                          STATION RECOVERY (1996)
 GV5425
 GV5425'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5425'MARK NOT FOUND.
 GV5425
 GV5425                          STATION RECOVERY (2000)
 GV5425
 GV5425'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5425'MARK NOT FOUND.
 GV5425
 GV5425                          STATION RECOVERY (2003)
 GV5425
 GV5425'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5425'MARK NOT FOUND.
 GV5425
 GV5425                          STATION RECOVERY (2005)
 GV5425
 GV5425'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1191 ***********************************************************************
 FW1191  DESIGNATION -  BRAND
 FW1191  PID         -  FW1191
 FW1191  STATE/COUNTY-  VA/ACCOMACK
 FW1191  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1191
 FW1191                         *CURRENT SURVEY CONTROL
 FW1191  ___________________________________________________________________
 FW1191* NAD 83(1993)-  37 34 25.17571(N)    075 39 37.10035(W)     ADJUSTED  
 FW1191* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1191  ___________________________________________________________________
 FW1191  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 FW1191  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 FW1191
 FW1191  HORZ ORDER  -  THIRD
 FW1191
 FW1191.The horizontal coordinates were established by classical geodetic methods
 FW1191.and adjusted by the National Geodetic Survey in November 1994..
 FW1191
 FW1191.The orthometric height was scaled from a topographic map.
 FW1191
 FW1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1191
 FW1191.The geoid height was determined by GEOID03.
 FW1191
 FW1191;                    North         East     Units Scale Factor Converg.
 FW1191;SPC VA S     - 1,141,418.608 3,750,804.461   MT  0.99995185   +1 43 24.5
 FW1191;SPC VA S     - 3,744,804.22 12,305,764.30   sFT  0.99995185   +1 43 24.5
 FW1191;UTM  18      - 4,158,718.300   441,692.581   MT  0.99964188   -0 24 09.6
 FW1191
 FW1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1191!SPC VA S     -   1.00000581  x   0.99995185  =   0.99995766
 FW1191!UTM  18      -   1.00000581  x   0.99964188  =   0.99964768
 FW1191
 FW1191|---------------------------------------------------------------------|
 FW1191| PID    Reference Object                     Distance      Geod. Az  |
 FW1191|                                                           dddmmss.s |
 FW1191| DC7858 BRAND RM 2                           24.550 METERS 01815     |
 FW1191| FW1209 WACHAPREAGUE IN FINNEY CR LT        APPROX. 3.8 KM 0202910.3 |
 FW1191| FW1204 WACHAPREAGUE IN BLK ROCK LT         APPROX. 2.4 KM 0400017.9 |
 FW1191| FW1205 WACHAPREAGUE IN BRAD CHAN LT        APPROX. 2.4 KM 0583718.6 |
 FW1191| FW1206 WACHAPREAGUE IN BRAD CHAN LT        APPROX. 3.2 KM 0585244.4 |
 FW1191| FW1178 WACHAPREAGUE INLET ENTRANCE LT      APPROX. 4.0 KM 0811821.9 |
 FW1191| FW1171 PARRAMORE BEACH CG BOATHSE CHY      APPROX. 3.8 KM 0822651.8 |
 FW1191| FW1172 PARRAMORE BEACH CG CHIMNEY          APPROX. 3.8 KM 0905513.1 |
 FW1191| DC7857 BRAND RM 1                            1.864 METERS 30024     |
 FW1191| FW1207 WACHAPREAGUE ME CH SPIRE            APPROX. 4.4 KM 3213726.5 |
 FW1191| FW1197 HAULOVER 2                          APPROX. 5.0 KM 3481341.0 |
 FW1191|---------------------------------------------------------------------|
 FW1191
 FW1191                          SUPERSEDED SURVEY CONTROL
 FW1191
 FW1191  NAD 83(1993)-  37 34 25.17497(N)    075 39 37.13396(W) AD(       ) 3
 FW1191  NAD 83(1986)-  37 34 25.17505(N)    075 39 37.13880(W) AD(       ) 3
 FW1191  NAD 27      -  37 34 24.69652(N)    075 39 38.39041(W) AD(       ) 3
 FW1191
 FW1191.Superseded values are not recommended for survey control.
 FW1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1191.See file dsdata.txt to determine how the superseded data were derived.
 FW1191
 FW1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4169358718(NAD 83)
 FW1191_MARKER: DS = TRIANGULATION STATION DISK
 FW1191_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1191_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1191
 FW1191  HISTORY     - Date     Condition        Report By
 FW1191  HISTORY     - 1933     MONUMENTED       CGS
 FW1191  HISTORY     - 1934     GOOD             CGS
 FW1191  HISTORY     - 1934     POOR             CGS
 FW1191  HISTORY     - 1938     GOOD             CGS
 FW1191  HISTORY     - 1942     GOOD             CGS
 FW1191  HISTORY     - 1957     MARK NOT FOUND   USGS
 FW1191  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW1191  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1191
 FW1191                          STATION DESCRIPTION
 FW1191
 FW1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1191'STATION IS LOCATED ON LARGE MARSH ISLAND BOUNDED BY BRANDFORD
 FW1191'CHANNEL TO THE N AND BY MILLSTONE CREEK ON THE S.  THE ACCOMAC
 FW1191'CLUBHOUSE IS ON THE SAME ISLAND TO THE NE.  STATION IS OPPOSITE
 FW1191'WHAT IS KNOWN AS SEAL CREEK ON MILLSTONE CREEK.  STATION
 FW1191'IS CLOSE TO EDGE OF MARSH BEING ONLY ABOUT 10 METERS N OF
 FW1191'MILLSTONE CREEK.
 FW1191'
 FW1191'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE
 FW1191'DISKS SET IN CONCRETE IN THE TOP OF TILE AS DESCRIBED IN NOTES
 FW1191'6A, AND 13A.
 FW1191
 FW1191                          STATION RECOVERY (1934)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW1191'THE STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 FW1191'ADEQUATE.
 FW1191
 FW1191                          STATION RECOVERY (1934)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1191'STATION AND REFERENCE MARKS RECOVERED.  ALL MARKS WERE VERY
 FW1191'LOOSE IN THE MARSH MUD IN WHICH THEY ARE SET.
 FW1191'
 FW1191'THE STATION IS LOCATED ON THE LARGE MARSH ISLAND DIRECTLY W
 FW1191'OF WACHAPREAGUE INLET WHICH IS BOUNDED BY BRANDFORD CHANNEL ON
 FW1191'THE N AND BY MILLSTONE CREEK ON THE S.  IT IS ON THE SW CORNER OF
 FW1191'THE MARSH ISLAND ON MILLSTONE CREEK AND DIRECTLY OPPOSITE THE
 FW1191'NORTHERN ENTRANCE TO SEAL CREEK, A SMALL CREEK CONNECTING
 FW1191'MILLSTONE CREEK WITH SWASH BAY.  A SMALL MARSH DRAIN OR CREEK,
 FW1191'ABOUT 15 METERS WIDE, EMPTIES INTO MILLSTONE CREEK FROM THE
 FW1191'NW JUST 32 METERS E OF THE STATION.  THE MARK IS 7 METERS
 FW1191'N FROM THE BANK OF MILLSTONE CREEK AND 8 METERS SW FROM THE
 FW1191'BANK OF THE SMALL MARSH DRAIN OR CREEK.
 FW1191
 FW1191                          STATION RECOVERY (1938)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 FW1191'MARKS RECOVERED IN GOOD CONDITION.  THEY ARE COVERED OVER AT
 FW1191'HIGH WATER.  DESCRIPTION OF J.C.T., JR., 1934 IS ADEQUATE.
 FW1191
 FW1191                          STATION RECOVERY (1942)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1191'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 FW1191'THE DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW1191'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW1191'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW1191'
 FW1191'(1) THE STATION IS ABOUT 15 METERS N OF THE BANK OF MILLSTONE
 FW1191'CREEK, NOT 7 METERS.
 FW1191'
 FW1191'(2) 6 METERS SW FROM THE BANK OF THE SMALL MARSH DRAIN OR
 FW1191'CREEK, NOT 8 METERS.
 FW1191'
 FW1191'THIS STATION IS LOCATED ON THE LARGE MARSH ISLAND, WHICH
 FW1191'IS DIRECTLY W OF WACHAPREAGUE INLET.  THIS ISLAND IS BOUNDED
 FW1191'BY BRANDFORD (BRANFORD) CHANNEL ON THE N AND BY MILLSTONE
 FW1191'CREEK ON THE S.  THE STATION IS ON THE SW CORNER OF THE MARSH
 FW1191'ISLAND ON MILLSTONE CREEK, AND IS DIRECTLY OPPOSITE THE
 FW1191'NORTHERN ENTRANCE TO SEAL CREEK, WHICH IS A SMALL CREEK
 FW1191'CONNECTING MILLSTONE CREEK WITH SWASH BAY.  A SMALL DRAIN OR
 FW1191'CREEK, ABOUT 15 METERS WIDE, EMPTIES INTO MILLSTONE CREEK
 FW1191'FROM THE NW.  THE STATION IS ABOUT 32 METERS NW FROM THE
 FW1191'POINT OF MARSH AT THE MOUTH OF THIS SMALL CREEK, ABOUT
 FW1191'6 METERS SW FROM THE BANK OF THE SMALL CREEK, AND ABOUT
 FW1191'15 METERS N FROM THE BANK OF MILLSTONE CREEK.  THE
 FW1191'STATION IS A BRONZE DISK TRIANGULATION STATION MARK,
 FW1191'STAMPED BRAND 1933, SET IN CONCRETE AT THE CENTER OF THE TOP
 FW1191'OF A 6-INCH TILE PIPE, WHICH IS FLUSH WITH THE GROUND.  THE
 FW1191'STATION IS IN GOOD CONDITION.
 FW1191'
 FW1191'REFERENCE MARK NO. 1 IS LOCATED 24.550 METERS WNW OF THE
 FW1191'STATION, AND 27.598 METERS SW OF REFERENCE MARK NO. 2.  THE
 FW1191'MARK IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1191'TOWARD THE STATION, STAMPED 1, 1933, SET IN CONCRETE AT THE
 FW1191'CENTER OF THE TOP OF A 6-INCH TILE PIPE, WHICH IS FLUSH WITH
 FW1191'THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1191'
 FW1191'REFERENCE MARK NO. 2 IS LOCATED 18.640 METERS NNW OF THE
 FW1191'STATION, AND ABOUT 1 METER SW FROM THE BANK OF THE SMALL
 FW1191'CREEK.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 FW1191'ARROW POINTING TOWARD THE STATION, STAMPED 2 1933, SET IN
 FW1191'CONCRETE AT THE CENTER OF THE TOP OF A 6-INCH TILE PIPE,
 FW1191'WHICH IS FLUSH WITH THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1191
 FW1191                          STATION RECOVERY (1957)
 FW1191
 FW1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FW1191'STATION MAY BE PRESENT BUT IT WAS NOT FOUND EVEN THOUGH THE
 FW1191'REMAINS OF THE FLAG OR TOWER WERE FOUND.  IF STATION IS PRESENT,
 FW1191'IT HAS BECOME COVERED TO SOME DEPTH WITH MARSH MUD.
 FW1191
 FW1191                          STATION RECOVERY (1961)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1191'THE STATION AND REFERENCE MARK NO. 2 COULD NOT BE FOUND AFTER
 FW1191'A THIRTY MINUTE SEARCH.  REFERENCE MARK NO.-1 WAS RECOVERED
 FW1191'IN FAIR CONDITION AND IS FORTY FEET NORTH OF THE SOUTH EDGE
 FW1191'OF THE MARSH LINE.  MEASUREMENTS BY THIS PARTY INDICATES THAT
 FW1191'THE STATION AND REFERENCE MARK NO.-2 HAVE EVIDENTLY WASHED OUT.
 FW1191
 FW1191                          STATION RECOVERY (1962)
 FW1191
 FW1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1191'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  HOWEVER, THE
 FW1191'SEARCH WAS MADE UNDER ADVERSE CONDITIONS.  THERE WAS AN EXTREMLY
 FW1191'HIGH TIDE AND THE AREA WAS UNDER WATER.  IT IS QUITE POSSIBLE
 FW1191'THE STATION STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4714 ***********************************************************************
 GV4714  DESIGNATION -  BRAND
 GV4714  PID         -  GV4714
 GV4714  STATE/COUNTY-  VA/PRINCE GEORGE
 GV4714  USGS QUAD   -  BRANDON (1980)
 GV4714
 GV4714                         *CURRENT SURVEY CONTROL
 GV4714  ___________________________________________________________________
 GV4714* NAD 83(1993)-  37 15 24.87551(N)    076 59 18.38669(W)     ADJUSTED  
 GV4714* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4714  ___________________________________________________________________
 GV4714  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 GV4714  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 GV4714
 GV4714  HORZ ORDER  -  THIRD
 GV4714
 GV4714.The horizontal coordinates were established by classical geodetic methods
 GV4714.and adjusted by the National Geodetic Survey in September 1995..
 GV4714
 GV4714.The orthometric height was scaled from a topographic map.
 GV4714
 GV4714.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4714
 GV4714.The geoid height was determined by GEOID03.
 GV4714
 GV4714;                    North         East     Units Scale Factor Converg.
 GV4714;SPC VA S     - 1,103,566.833 3,634,079.589   MT  0.99994725   +0 55 02.7
 GV4714;SPC VA S     - 3,620,618.85 11,922,809.45   sFT  0.99994725   +0 55 02.7
 GV4714;UTM  18      - 4,125,225.669   323,663.847   MT  0.99998304   -1 12 14.7
 GV4714
 GV4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4714!SPC VA S     -   1.00000530  x   0.99994725  =   0.99995255
 GV4714!UTM  18      -   1.00000530  x   0.99998304  =   0.99998834
 GV4714
 GV4714|---------------------------------------------------------------------|
 GV4714| PID    Reference Object                     Distance      Geod. Az  |
 GV4714|                                                           dddmmss.s |
 GV4714| GV4715 BRANDON BOATHOUSE FLAGPOLE           55.304 METERS 07036     |
 GV4714| GV4716 BRANDON WHARF LIGHT 1938             56.510 METERS 08241     |
 GV4714| GV4666 BOILER OF WRECK                     APPROX. 1.4 KM 1441713.1 |
 GV4714| DC9014 BRAND RM 1                           36.789 METERS 17341     |
 GV4714| DC9015 BRAND RM 2                           16.371 METERS 22542     |
 GV4714| GV4717 DANIELS                             APPROX. 1.7 KM 3434925.0 |
 GV4714|---------------------------------------------------------------------|
 GV4714
 GV4714                          SUPERSEDED SURVEY CONTROL
 GV4714
 GV4714  NAD 83(1993)-  37 15 24.87799(N)    076 59 18.38898(W) AD(       ) 3
 GV4714  NAD 83(1986)-  37 15 24.87948(N)    076 59 18.40701(W) AD(       ) 3
 GV4714  NAD 27      -  37 15 24.34400(N)    076 59 19.53000(W) AD(       ) 3
 GV4714
 GV4714.Superseded values are not recommended for survey control.
 GV4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4714.See file dsdata.txt to determine how the superseded data were derived.
 GV4714
 GV4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2366425226(NAD 83)
 GV4714_MARKER: DS = TRIANGULATION STATION DISK
 GV4714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4714
 GV4714  HISTORY     - Date     Condition        Report By
 GV4714  HISTORY     - 1938     MONUMENTED       CGS
 GV4714  HISTORY     - 1942     GOOD             CGS
 GV4714  HISTORY     - 1948     GOOD             CGS
 GV4714  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV4714  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV4714
 GV4714                          STATION DESCRIPTION
 GV4714
 GV4714'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4714'STATION IS ON THE SOUTH SHORE OF THE JAMES RIVER, 3/4 MILE
 GV4714'NORTH OF CHIPPOKES POINT, AT BRANDON WHARF, ON WHICH BRANDON
 GV4714'WHARF LIGHT IS LOCATED.  THIS WHARF AND THE LAND AROUND IT
 GV4714'IS THE PROPERTY OF MR. DANIELS.  HIS LOWER BRANDON MANSION
 GV4714'IS ABOUT 0.2 MILES WEST OF THE WHARF.  THE STATION IS 11.5 METERS
 GV4714'FROM CENTER LINE OF ROAD LEADING ONTO WHARF, 12 METERS FROM
 GV4714'THE CENTER LINE OF ROAD THAT RUNS ALONG THE SHORE TO A GARAGE
 GV4714'BEYOND THE WHARF, 4.6 METERS NORTHWEST OF A POWER POLE THAT
 GV4714'FORMS AN ANGLE IN A POWER LINE, AND ON RANGE WITH THE POWER
 GV4714'LINE TO THE SOUTHEAST.  IT IS 16 METERS INSHORE FROM THE
 GV4714'HIGH WATER LINE MEASURED IN THE DIRECTION OF THE NORTHWEST
 GV4714'END OF THE WHARF, 20.3 METERS FROM THE HIGH WATER LINE AT
 GV4714'THE CENTER OF THE WHARF, 56.5 METERS FROM THE NAVIGATION
 GV4714'LIGHT ON THE WHARF, AND 55.3 METERS FROM THE FLAGPOLE ON
 GV4714'THE NORTHWESTERLY BUILDING ON THE WHARF.  THE STATION
 GV4714'IS MARKED BY A STANDARD MARK IN A CONCRETE POST THAT IS
 GV4714'POURED AROUND A 2 X 4 STAKE DRIVEN 5 FEET IN THE GROUND.
 GV4714'THE CONCRETE POST EXTENDS 3 FEET IN THE GROUND.
 GV4714'
 GV4714'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 GV4714'CONCRETE.
 GV4714'
 GV4714'REFERENCE MARK IS UNDER POWER LINE TO SOUTHEAST.  REFERENCE MARK
 GV4714'NO. 2 IS ACROSS ROAD, INSHORE FROM STATION.
 GV4714
 GV4714                          STATION RECOVERY (1942)
 GV4714
 GV4714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4714'1938 DESCRIPTION IS ADEQUATE, EXCEPT THE STATION IS 4.6 METERS
 GV4714'N OF A POWER POLE, AND 15 METERS INSHORE FROM THE HIGH-WATER
 GV4714'LINE.
 GV4714
 GV4714                          STATION RECOVERY (1948)
 GV4714
 GV4714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4714'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN
 GV4714'GOOD CONDITION AND APPARENTLY UNDISTURBED.
 GV4714
 GV4714                          STATION RECOVERY (1998)
 GV4714
 GV4714'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV4714'MARK NOT FOUND.
 GV4714
 GV4714                          STATION RECOVERY (2003)
 GV4714
 GV4714'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4716 ***********************************************************************
 GV4716  DESIGNATION -  BRANDON WHARF LIGHT 1938
 GV4716  PID         -  GV4716
 GV4716  STATE/COUNTY-  VA/PRINCE GEORGE
 GV4716  USGS QUAD   -  BRANDON (1980)
 GV4716
 GV4716                         *CURRENT SURVEY CONTROL
 GV4716  ___________________________________________________________________
 GV4716* NAD 83(1993)-  37 15 25.10908(N)    076 59 16.11213(W)     ADJUSTED  
 GV4716* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4716  ___________________________________________________________________
 GV4716  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 GV4716  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 GV4716
 GV4716  HORZ ORDER  -  THIRD
 GV4716
 GV4716.The horizontal coordinates were established by classical geodetic methods
 GV4716.and adjusted by the National Geodetic Survey in September 1995..
 GV4716
 GV4716.The orthometric height was scaled from a topographic map.
 GV4716
 GV4716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4716
 GV4716.The geoid height was determined by GEOID03.
 GV4716
 GV4716;                    North         East     Units Scale Factor Converg.
 GV4716;SPC VA S     - 1,103,574.930 3,634,135.513   MT  0.99994725   +0 55 04.0
 GV4716;SPC VA S     - 3,620,645.42 11,922,992.93   sFT  0.99994725   +0 55 04.0
 GV4716;UTM  18      - 4,125,231.690   323,720.035   MT  0.99998280   -1 12 13.4
 GV4716
 GV4716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4716!SPC VA S     -   1.00000545  x   0.99994725  =   0.99995270
 GV4716!UTM  18      -   1.00000545  x   0.99998280  =   0.99998825
 GV4716
 GV4716                          SUPERSEDED SURVEY CONTROL
 GV4716
 GV4716  NAD 83(1993)-  37 15 25.11146(N)    076 59 16.11441(W) AD(       ) 4
 GV4716  NAD 83(1986)-  37 15 25.11324(N)    076 59 16.13250(W) AD(       ) 4
 GV4716  NAD 27      -  37 15 24.57700(N)    076 59 17.25500(W) AD(       ) 3
 GV4716
 GV4716.Superseded values are not recommended for survey control.
 GV4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4716.See file dsdata.txt to determine how the superseded data were derived.
 GV4716
 GV4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2372025232(NAD 83)
 GV4716_MARKER: 14 = NAVIGATION LIGHT
 GV4716
 GV4716  HISTORY     - Date     Condition        Report By
 GV4716  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4716  HISTORY     - 1942     GOOD             CGS
 GV4716  HISTORY     - 1948     GOOD             CGS
 GV4716  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV4716  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV4716
 GV4716                          STATION DESCRIPTION
 GV4716
 GV4716'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4716'LOCATED ON THE WHARF OF MR. DANIELS ON THE WEST SIDE OF THE
 GV4716'JAMES RIVER, ABOUT A MILE ABOVE THE ENTRANCE TO CHIPPOKES CREEK.
 GV4716'
 GV4716'MARK IS THE LIGHT OF A WHITE BOX STRUCTURE, ESTABLISHED BY THE
 GV4716'U.S. LIGHTHOUSE SERVICE IN 1922.
 GV4716
 GV4716                          STATION RECOVERY (1942)
 GV4716
 GV4716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4716'1938 DESCRIPTION ADEQUATE EXCEPT THAT LIGHT IS NOW ON A BLACK BOX.
 GV4716
 GV4716                          STATION RECOVERY (1948)
 GV4716
 GV4716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4716'RECOVERED AS DESCRIBED.
 GV4716
 GV4716                          STATION RECOVERY (1998)
 GV4716
 GV4716'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV4716'MARK NOT FOUND.
 GV4716
 GV4716                          STATION RECOVERY (2003)
 GV4716
 GV4716'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3859 ***********************************************************************
 HV3859  DESIGNATION -  BRANDY AZ MK 1942 1958
 HV3859  PID         -  HV3859
 HV3859  STATE/COUNTY-  VA/CULPEPER
 HV3859  USGS QUAD   -  BRANDY STATION (1981)
 HV3859
 HV3859                         *CURRENT SURVEY CONTROL
 HV3859  ___________________________________________________________________
 HV3859* NAD 83(1986)-  38 30 00.     (N)    077 53 57.     (W)     SCALED    
 HV3859* NAVD 88     -       104.160  (meters)     341.73   (feet)  ADJUSTED  
 HV3859  ___________________________________________________________________
 HV3859  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3859  DYNAMIC HT  -         104.099 (meters)     341.53  (feet)  COMP
 HV3859  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HV3859
 HV3859  VERT ORDER  -  SECOND    CLASS 0
 HV3859
 HV3859.The horizontal coordinates were scaled from a topographic map and have
 HV3859.an estimated accuracy of +/- 6 seconds.
 HV3859
 HV3859.The orthometric height was determined by differential leveling
 HV3859.and adjusted by the National Geodetic Survey in June 1991..
 HV3859
 HV3859.The geoid height was determined by GEOID03.
 HV3859
 HV3859.The dynamic height is computed by dividing the NAVD 88
 HV3859.geopotential number by the normal gravity value computed on the
 HV3859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3859.degrees latitude (g = 980.6199 gals.).
 HV3859
 HV3859.The modeled gravity was interpolated from observed gravity values.
 HV3859
 HV3859;                    North         East    Units  Estimated Accuracy
 HV3859;SPC VA N     - 2,092,670.    3,552,410.      MT  (+/- 180 meters Scaled)
 HV3859
 HV3859                          SUPERSEDED SURVEY CONTROL
 HV3859
 HV3859  NGVD 29 (??/??/??)  104.393  (m)          342.50   (f) ADJUSTED    2 0
 HV3859
 HV3859.Superseded values are not recommended for survey control.
 HV3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3859.See file dsdata.txt to determine how the superseded data were derived.
 HV3859
 HV3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH471652(NAD 83)
 HV3859_MARKER: DZ = AZIMUTH MARK DISK
 HV3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3859_STAMPING: BRANDY 1942 RESET 1958
 HV3859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3859+STABILITY: SURFACE MOTION
 HV3859
 HV3859  HISTORY     - Date     Condition        Report By
 HV3859  HISTORY     - 1958     MONUMENTED       CGS
 HV3859  HISTORY     - 1965     GOOD             CGS
 HV3859  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3859
 HV3859                          STATION DESCRIPTION
 HV3859
 HV3859'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3859'0.3 MI SW FROM BRANDY STATION.
 HV3859'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 29 AND 15 FROM THE
 HV3859'JUNCTION OF U.S. HIGHWAYS 29 AND 15, AND COUNTY ROAD 663, TO THE
 HV3859'MARK SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES, 5.7
 HV3859'MILES NORTHEAST OF CULPEPER, 51 FEET SOUTH OF THE CENTERLINE OF
 HV3859'HIGHWAY, 10 FEET NORTHEAST OF TELEPHONE POLE NO. 17 G, 3 FEET
 HV3859'WEST OF A METAL WITNESS SIGN AND IS ABOUT 3 FEET ABOVE THE LEVEL
 HV3859'OF THE HIGHWAY.
 HV3859
 HV3859                          STATION RECOVERY (2001)
 HV3859
 HV3859'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3862 ***********************************************************************
 HV3862  DESIGNATION -  BRANDY RESET
 HV3862  PID         -  HV3862
 HV3862  STATE/COUNTY-  VA/CULPEPER
 HV3862  USGS QUAD   -  BRANDY STATION (1981)
 HV3862
 HV3862                         *CURRENT SURVEY CONTROL
 HV3862  ___________________________________________________________________
 HV3862* NAD 83(1993)-  38 30 05.20383(N)    077 53 38.85947(W)     ADJUSTED  
 HV3862* NAVD 88     -       109.026  (meters)     357.70   (feet)  ADJUSTED  
 HV3862  ___________________________________________________________________
 HV3862  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 HV3862  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3862  DYNAMIC HT  -         108.961 (meters)     357.48  (feet)  COMP
 HV3862  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HV3862
 HV3862  HORZ ORDER  -  SECOND
 HV3862  VERT ORDER  -  SECOND    CLASS 0
 HV3862
 HV3862.The horizontal coordinates were established by classical geodetic methods
 HV3862.and adjusted by the National Geodetic Survey in November 1994..
 HV3862
 HV3862.The orthometric height was determined by differential leveling
 HV3862.and adjusted by the National Geodetic Survey in June 1991..
 HV3862
 HV3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3862
 HV3862.The geoid height was determined by GEOID03.
 HV3862
 HV3862.The dynamic height is computed by dividing the NAVD 88
 HV3862.geopotential number by the normal gravity value computed on the
 HV3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3862.degrees latitude (g = 980.6199 gals.).
 HV3862
 HV3862.The modeled gravity was interpolated from observed gravity values.
 HV3862
 HV3862;                    North         East     Units Scale Factor Converg.
 HV3862;SPC VA N     - 2,092,833.250 3,552,847.863   MT  0.99995043   +0 22 41.3
 HV3862;SPC VA N     - 6,866,237.09 11,656,301.70   sFT  0.99995043   +0 22 41.3
 HV3862;UTM  18      - 4,265,423.840   247,618.895   MT  1.00038449   -1 48 09.5
 HV3862
 HV3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3862!SPC VA N     -   0.99998794  x   0.99995043  =   0.99993837
 HV3862!UTM  18      -   0.99998794  x   1.00038449  =   1.00037242
 HV3862
 HV3862|---------------------------------------------------------------------|
 HV3862| PID    Reference Object                     Distance      Geod. Az  |
 HV3862|                                                           dddmmss.s |
 HV3862| DC6712 BRANDY RM 2                          24.430 METERS 10324     |
 HV3862| DC6714 BRANDY RM 4                          23.691 METERS 11208     |
 HV3862| DC6715 BRANDY RM 5                          38.293 METERS 16302     |
 HV3862| DC6713 BRANDY RM 3                          16.560 METERS 18016     |
 HV3862| DC6709 BRANDY AZ MK                                       2511125.5 |
 HV3862| DC6710 BRANDY AZ MK RESET                                 2523846.1 |
 HV3862| HV5533 CULPEPER MUNICIPAL TANK             APPROX. 7.9 KM 2540629.0 |
 HV3862| HV5539 CULPEPER ST POLICE RAD TOWER        APPROX. 2.9 KM 2551740.0 |
 HV3862| DC6711 BRANDY RM 1                          26.426 METERS 34648     |
 HV3862|---------------------------------------------------------------------|
 HV3862
 HV3862                          SUPERSEDED SURVEY CONTROL
 HV3862
 HV3862  NAD 83(1986)-  38 30 05.20666(N)    077 53 38.86858(W) AD(       ) 2
 HV3862  NAD 27      -  38 30 04.75532(N)    077 53 39.88489(W) AD(       ) 2
 HV3862  NGVD 29 (??/??/??)  109.258  (m)          358.46   (f) ADJUSTED    2 0
 HV3862
 HV3862.Superseded values are not recommended for survey control.
 HV3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3862.See file dsdata.txt to determine how the superseded data were derived.
 HV3862
 HV3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4761965424(NAD 83)
 HV3862_MARKER: DS = TRIANGULATION STATION DISK
 HV3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3862_STAMPING: BRANDY 1942 1958
 HV3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3862+STABILITY: SURFACE MOTION
 HV3862
 HV3862  HISTORY     - Date     Condition        Report By
 HV3862  HISTORY     - 1942     MONUMENTED       CGS
 HV3862  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HV3862  HISTORY     - 1964     GOOD             CGS
 HV3862  HISTORY     - 1965     GOOD             CGS
 HV3862  HISTORY     - 1965     GOOD             CGS
 HV3862  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3862
 HV3862                          STATION DESCRIPTION
 HV3862
 HV3862'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV3862'STATION IS ABOUT 5.8 MILES ENE OF CULPEPER, 2 MILES W OF
 HV3862'ELKWOOD, AT THE S CORPORATION LIMIT OF THE TOWN OF BRANDY,
 HV3862'VIRGINIA, ON PROPERTY OWNED BY MR. JOHN W. YOWELL.  IT IS
 HV3862'IN THE SE CORNER OF A SMALL LOT ABOUT 500 FEET E OF A SERVICE
 HV3862'STATION 70 FEET W OF A RED BARN, 56 FEET S OF CENTER LINE
 HV3862'OF U.S. HIGHWAYS 29 AND 15, 86 FEET N OF SOUTHERN RAILROAD
 HV3862'TRACKS AND 20 FEET S OF TOWN LINE SIGN BRANDY.  IT IS STAMPED
 HV3862'BRANDY 1942, AND PROJECTS 5 INCHES.
 HV3862'
 HV3862'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV3862'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 HV3862'AND 11A.
 HV3862'
 HV3862'REFERENCE MARK NO. 1 IS N OF STATION, 15 FEET N OF CENTER
 HV3862'LINE OF U.S. HIGHWAYS 29 AND 15, 2 FEET W OF TELEPHONE POLE
 HV3862'AND STATE HIGHWAY MARKER.  IT IS STAMPED BRANDY 1942, AND
 HV3862'PROJECTS 2 INCHES.
 HV3862'
 HV3862'REFERENCE MARK NO. 2 IS E OF STATION, 20 FEET N OF CENTER
 HV3862'LINE OF RAILROAD TRACK, 2 FEET W OF SW CORNER OF BARN.  IT
 HV3862'IS STAMPED BRANDY 1942, AND PROJECTS 4 INCHES.
 HV3862'
 HV3862'AZIMUTH MARK IS 0.30 MILE SW OF STATION, 25 FEET N OF CENTER
 HV3862'LINE OF U.S. HIGHWAYS 29 AND 15, 3 FEET S OF E-W FENCE, AND
 HV3862'3 FEET SW OF TELEPHONE POLE NO. 45.  IT IS STAMPED BRANDY
 HV3862'1942, AND PROJECTS 4 INCHES.  TO REACH FROM STATION GO SW
 HV3862'ON U.S. HIGHWAYS 29 AND 15 FOR 0.30 MILE TO MARK ON (RIGHT)
 HV3862'N SIDE OF ROAD.
 HV3862'
 HV3862'TO REACH STATION FROM INTERSECTION OF DAVIS AND MAIN STREETS
 HV3862'IN CULPEPER, GO N ON U.S. HIGHWAY 29 FOR 0.20 MILE, TURN
 HV3862'RIGHT E ON U.S. HIGHWAY 29 AND GO 0.30 MILE, TURN LEFT AND
 HV3862'FOLLOW U.S. HIGHWAY 29, E FOR 5.70 MILES TO STATION SITE
 HV3862'ON S (RIGHT) SIDE OF ROAD.
 HV3862'
 HV3862'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HV3862
 HV3862                          STATION RECOVERY (1958)
 HV3862
 HV3862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HV3862'THE SURFACE STATION MARK, AZIMUTH MARK AND REFERENCE MARK
 HV3862'NO. 1 HAVE BEEN DESTROYED.  THE UNDERGROUND STATION MARK
 HV3862'WAS RECOVERED AND LOWERED IN ITS ORIGINAL POSITION.  A NEW
 HV3862'SURFACE MARK WAS ESTABLISHED OVER IT 8 INCHES BELOW THE
 HV3862'SURFACE OF THE GROUND.  THE MARK, STAMPED BRANDY 1942 1958, IS
 HV3862'89 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A PRIVATE
 HV3862'GARAGE, 15 FEET SOUTHEAST OF POWER POLE NO. DB 22-9 AND 3
 HV3862'FEET SOUTH OF THE EDGE OF THE HIGHWAY RIGHT OF WAY AT THE
 HV3862'WEST EDGE OF A DRIVEWAY.
 HV3862'
 HV3862'REFERENCE MARK NO. 3, STAMPED BRANDY NO 3 1942 1958, IS SET IN A
 HV3862'CONCRETE POST PROJECTING 4 INCHES, 67 FEET EAST OF THE NORTHEAST
 HV3862'CORNER OF THE GARAGE, 18 FEET EAST OF A TELEPHONE POLE AND
 HV3862'10 FEET NORTH OF THE NORTH RAIL OF A RAILROAD SIDING.
 HV3862'
 HV3862'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED BUT WAS NOT
 HV3862'OBSERVED DUE TO A TEMPORARY LOCAL OBSTRUCTION.
 HV3862'
 HV3862'A NEW AZIMUTH MARK WAS ESTABLISHED ACROSS THE ROAD FROM THE
 HV3862'ORIGINAL.  IT IS 51 FEET FEET SOUTH OF THE CENTERLINE OF U.S.
 HV3862'HIGHWAY 29, 14 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 HV3862'SIDING, 10 FEET NORTHEAST OF TELEPHONE POLE NO. 17G AND 3 FEET
 HV3862'EAST OF A C AND GS WITNESS SIGN.  SET IN A CONCRETE POST
 HV3862'PROJECTING 4 INCHES AND STAMPED BRANDY 1942 1958
 HV3862'
 HV3862'THE 1942 TO REACH IS ADEQUATE.
 HV3862
 HV3862                          STATION RECOVERY (1964)
 HV3862
 HV3862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV3862'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY J.C.C.
 HV3862'IN 1958 AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 HV3862'NO. 3 HAS BEEN STRUCK AND TILTED OUT OF POSITION BUT IS STILL
 HV3862'FIRM IN THE GROUND.  THE TEMPORARY LOCAL OBSTRUCTION COVERING
 HV3862'REFERENCE MARK NO. 2 WAS NOT MOVED BUT IT IS PRESUMED THE MARK
 HV3862'IS STILL IN PLACE.
 HV3862
 HV3862                          STATION RECOVERY (1965)
 HV3862
 HV3862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV3862'THE STATION MARK AND AZIMUTH MARK WAS RECOVERED AS DESCRIBED
 HV3862'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 HV3862'COVERED DUE TO THE EXPANSION OF THE HERBERT-BRYANT INC. FEED
 HV3862'AND SEED BUILDING.  REFERENCE MARK NO. 3 WAS FOUND UP-ROOTED
 HV3862'AND LAYING NEAR ITS ORIGINAL POSITION.  REFERENCE MARKS
 HV3862'NO. 4 AND NO. 5 WERE ESTABLISHED AT THIS TIME.  REFERENCE
 HV3862'MARK NO. 5 WAS USED AS AN ECCENTRIC POINT DUE TO POWER LINES
 HV3862'NEAR THE STATION.
 HV3862'
 HV3862'THE STATION IS LOCATED ABOUT 5.7 MILES NORTHEAST OF CULPEPER
 HV3862'IN THE SMALL SETTELMENT OF BRANDY.
 HV3862'
 HV3862'THE STATION MARK IS 55 FEET SOUTH OF THE APPROXIMATE CENTER
 HV3862'OF U.S. HIGHWAY 29, 39 FEET WEST OF THE APPROXIMATE CENTER OF
 HV3862'COUNTY ROUTE 663, 14 FEET EAST OF POWER LINE POLE NO. 22-9
 HV3862'AND 5 FEET EAST OF EYE OF AN ANCHOR FOR GUY-WIRE TO POWER
 HV3862'LINE POLE NO. 22-9.  IT IS A STANDARD DISK STAMPED BRANDY
 HV3862'1942 1958 SET IN A CONCRETE MONUMENT 7 INCHES BELOW THE SURFACE
 HV3862'OF THE GROUND.
 HV3862'
 HV3862'REFERENCE MARK NO. 4 IS 28 FEET NORTHWEST OF THE NORTH RAIL
 HV3862'OF THE MAIN LINE, 24 FEET EAST OF THE APPROXIMATE CENTER OF
 HV3862'COUNTY ROUTE 663, 7 FEET SOUTHWEST OF A LARGE RED FEED MILL
 HV3862'BUILDING AND 1.8 FEET WEST OF THE BRACE OF A TELEPHONE POLE.
 HV3862'IT IS A STANDARD DISK STAMPED BRANDY 1942 SET IN A FLUSH,
 HV3862'SQUARE CONCRETE MONUMENT.
 HV3862'
 HV3862'REFERENCE MARK NO. 5 IS 32 FEET WEST OF THE APPROXIMATE CENTER
 HV3862'OF COUNTY ROUTE 663, 31 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 HV3862'TRACK, 17.8 FEET NORTHWEST OF A WOVEN WIRE FENCE CORNER AND
 HV3862'6.6 FEET NORTH OF THE WIRE FENCE.  IT IS A STANDARD DISK
 HV3862'STAMPED BRANDY NO 5 1942 SET IN A FLUSH, SQUARE CONCRETE
 HV3862'MONUMENT.  REFERENCE MARK ALSO HAS AN UNDERGROUND MARK SAME
 HV3862'AS ABOVE.
 HV3862
 HV3862                          STATION RECOVERY (1965)
 HV3862
 HV3862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3862'AT BRANDY STATION.
 HV3862'AT BRANDY STATION, 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 29
 HV3862'FROM CULPEPER, 55 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 HV3862'HIGHWAY, 39 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 633,
 HV3862'14 FEET EAST OF POWER LINE POLE NO- 22-9, SET IN THE TOP OF A
 HV3862'CONCRETE 7-INCHES UNDER THE GROUND, 77.7 FEET WEST OF RM 4,
 HV3862'125.6 FEET NORTH OF RM 5 AND IS ABOUT LEVEL WITH THE HIGHWAY.
 HV3862
 HV3862                          STATION RECOVERY (2001)
 HV3862
 HV3862'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3861 ***********************************************************************
 HV3861  DESIGNATION -  BRANDY RM 4
 HV3861  PID         -  HV3861
 HV3861  STATE/COUNTY-  VA/CULPEPER
 HV3861  USGS QUAD   -  BRANDY STATION (1981)
 HV3861
 HV3861                         *CURRENT SURVEY CONTROL
 HV3861  ___________________________________________________________________
 HV3861* NAD 83(1986)-  38 30 04.     (N)    077 53 38.     (W)     SCALED    
 HV3861* NAVD 88     -       109.666  (meters)     359.80   (feet)  ADJUSTED  
 HV3861  ___________________________________________________________________
 HV3861  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3861  DYNAMIC HT  -         109.601 (meters)     359.58  (feet)  COMP
 HV3861  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HV3861
 HV3861  VERT ORDER  -  SECOND    CLASS 0
 HV3861
 HV3861.The horizontal coordinates were scaled from a topographic map and have
 HV3861.an estimated accuracy of +/- 6 seconds.
 HV3861
 HV3861.The orthometric height was determined by differential leveling
 HV3861.and adjusted by the National Geodetic Survey in June 1991..
 HV3861
 HV3861.The geoid height was determined by GEOID03.
 HV3861
 HV3861.The dynamic height is computed by dividing the NAVD 88
 HV3861.geopotential number by the normal gravity value computed on the
 HV3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3861.degrees latitude (g = 980.6199 gals.).
 HV3861
 HV3861.The modeled gravity was interpolated from observed gravity values.
 HV3861
 HV3861;                    North         East    Units  Estimated Accuracy
 HV3861;SPC VA N     - 2,092,800.    3,552,870.      MT  (+/- 180 meters Scaled)
 HV3861
 HV3861                          SUPERSEDED SURVEY CONTROL
 HV3861
 HV3861  NGVD 29 (??/??/??)  109.898  (m)          360.56   (f) ADJUSTED    2 0
 HV3861
 HV3861.Superseded values are not recommended for survey control.
 HV3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3861.See file dsdata.txt to determine how the superseded data were derived.
 HV3861
 HV3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH476653(NAD 83)
 HV3861_MARKER: DR = REFERENCE MARK DISK
 HV3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3861_STAMPING: BRANDY NO 4 1942
 HV3861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3861+STABILITY: SURFACE MOTION
 HV3861
 HV3861  HISTORY     - Date     Condition        Report By
 HV3861  HISTORY     - 1942     MONUMENTED       CGS
 HV3861  HISTORY     - 1965     GOOD             CGS
 HV3861  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3861
 HV3861                          STATION DESCRIPTION
 HV3861
 HV3861'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3861'AT BRANDY STATION.
 HV3861'AT THE BRANDY STATION SITE-- 77.7 FEET EAST OF THE STATION MARK,
 HV3861'28 FEET NORTH OF THE NORTH RAIL OF THE S. RR. 24 FEET EAST OF THE
 HV3861'APPROXIMATE CENTER OF COUNTY ROAD 663, 7 FEET SOUTHWEST OF A
 HV3861'LARGE RED FEED MILL BUILDING, SET IN THE TOP OF A CONCRETE POST,
 HV3861'FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 HV3861
 HV3861                          STATION RECOVERY (2001)
 HV3861
 HV3861'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3860 ***********************************************************************
 HV3860  DESIGNATION -  BRANDY RM 5
 HV3860  PID         -  HV3860
 HV3860  STATE/COUNTY-  VA/CULPEPER
 HV3860  USGS QUAD   -  BRANDY STATION (1981)
 HV3860
 HV3860                         *CURRENT SURVEY CONTROL
 HV3860  ___________________________________________________________________
 HV3860* NAD 83(1986)-  38 30 04.     (N)    077 53 38.     (W)     SCALED    
 HV3860* NAVD 88     -       108.814  (meters)     357.00   (feet)  ADJUSTED  
 HV3860  ___________________________________________________________________
 HV3860  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3860  DYNAMIC HT  -         108.749 (meters)     356.79  (feet)  COMP
 HV3860  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 HV3860
 HV3860  VERT ORDER  -  SECOND    CLASS 0
 HV3860
 HV3860.The horizontal coordinates were scaled from a topographic map and have
 HV3860.an estimated accuracy of +/- 6 seconds.
 HV3860
 HV3860.The orthometric height was determined by differential leveling
 HV3860.and adjusted by the National Geodetic Survey in June 1991..
 HV3860
 HV3860.The geoid height was determined by GEOID03.
 HV3860
 HV3860.The dynamic height is computed by dividing the NAVD 88
 HV3860.geopotential number by the normal gravity value computed on the
 HV3860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3860.degrees latitude (g = 980.6199 gals.).
 HV3860
 HV3860.The modeled gravity was interpolated from observed gravity values.
 HV3860
 HV3860;                    North         East    Units  Estimated Accuracy
 HV3860;SPC VA N     - 2,092,800.    3,552,870.      MT  (+/- 180 meters Scaled)
 HV3860
 HV3860                          SUPERSEDED SURVEY CONTROL
 HV3860
 HV3860  NGVD 29 (??/??/??)  109.046  (m)          357.76   (f) ADJUSTED    2 0
 HV3860
 HV3860.Superseded values are not recommended for survey control.
 HV3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3860.See file dsdata.txt to determine how the superseded data were derived.
 HV3860
 HV3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH476653(NAD 83)
 HV3860_MARKER: DR = REFERENCE MARK DISK
 HV3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3860_STAMPING: BRANDY NO 5 1942
 HV3860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3860+STABILITY: SURFACE MOTION
 HV3860
 HV3860  HISTORY     - Date     Condition        Report By
 HV3860  HISTORY     - 1942     MONUMENTED       CGS
 HV3860  HISTORY     - 1965     GOOD             CGS
 HV3860  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3860
 HV3860                          STATION DESCRIPTION
 HV3860
 HV3860'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3860'AT BRANDY STATION.
 HV3860'AT THE BRANDY STATION SITE-- 125.6 FEET SOUTH OF THE STATION
 HV3860'MARK, 32 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD 663,
 HV3860'31 FEET SOUTH OF SOUTH RAIL OF TRACK, 17.8 FEET NORTHWEST OF A WIRE
 HV3860'FENCE CORNER, 6.6 FEET NORTH OF THE WIRE FENCE, SET IN THE TOP
 HV3860'OF A CONCRETE POST, FLUSH, AND HAS A UNDER GROUND MARK, AND IS
 HV3860'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 HV3860
 HV3860                          STATION RECOVERY (2001)
 HV3860
 HV3860'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1650 ***********************************************************************
 GW1650  DESIGNATION -  BRATTON
 GW1650  PID         -  GW1650
 GW1650  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1650  USGS QUAD   -  COLLIERSTOWN (1986)
 GW1650
 GW1650                         *CURRENT SURVEY CONTROL
 GW1650  ___________________________________________________________________
 GW1650* NAD 83(1993)-  37 52 16.76939(N)    079 37 26.40472(W)     ADJUSTED  
 GW1650* NAVD 88     -       782.108  (meters)    2565.97   (feet)  ADJUSTED  
 GW1650  ___________________________________________________________________
 GW1650  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GW1650  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW1650  DYNAMIC HT  -         781.456 (meters)    2563.83  (feet)  COMP
 GW1650  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 GW1650
 GW1650  HORZ ORDER  -  SECOND
 GW1650  VERT ORDER  -  SECOND    CLASS 0
 GW1650
 GW1650.The horizontal coordinates were established by classical geodetic methods
 GW1650.and adjusted by the National Geodetic Survey in November 1994..
 GW1650
 GW1650.The orthometric height was determined by differential leveling
 GW1650.and adjusted by the National Geodetic Survey in June 1991..
 GW1650
 GW1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1650
 GW1650.The geoid height was determined by GEOID03.
 GW1650
 GW1650.The dynamic height is computed by dividing the NAVD 88
 GW1650.geopotential number by the normal gravity value computed on the
 GW1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1650.degrees latitude (g = 980.6199 gals.).
 GW1650
 GW1650.The modeled gravity was interpolated from observed gravity values.
 GW1650
 GW1650;                    North         East     Units Scale Factor Converg.
 GW1650;SPC VA S     - 1,171,271.963 3,401,107.868   MT  0.99998399   -0 40 55.9
 GW1650;SPC VA S     - 3,842,748.10 11,158,468.06   sFT  0.99998399   -0 40 55.9
 GW1650;SPC VA N     - 2,023,322.188 3,401,103.201   MT  1.00003254   -0 42 05.4
 GW1650;SPC VA N     - 6,638,182.88 11,158,452.75   sFT  1.00003254   -0 42 05.4
 GW1650;UTM  17      - 4,192,430.615   621,022.687   MT  0.99978040   +0 50 41.3
 GW1650
 GW1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1650!SPC VA S     -   0.99988231  x   0.99998399  =   0.99986630
 GW1650!SPC VA N     -   0.99988231  x   1.00003254  =   0.99991484
 GW1650!UTM  17      -   0.99988231  x   0.99978040  =   0.99966273
 GW1650
 GW1650:                Primary Azimuth Mark                     Grid Az
 GW1650:SPC VA S     -  NORTH MTN VA GAS CO MICROWAVE            189 15 48.3
 GW1650:SPC VA N     -  NORTH MTN VA GAS CO MICROWAVE            189 16 57.8
 GW1650:UTM  17      -  NORTH MTN VA GAS CO MICROWAVE            187 44 11.1
 GW1650
 GW1650|---------------------------------------------------------------------|
 GW1650| PID    Reference Object                     Distance      Geod. Az  |
 GW1650|                                                           dddmmss.s |
 GW1650| GW2255 NORTH MTN VA GAS CO MICROWAVE       APPROX. 5.7 KM 1883452.4 |
 GW1650| GW1654 DONA                                APPROX. 2.8 KM 2110203.2 |
 GW1650|---------------------------------------------------------------------|
 GW1650
 GW1650                          SUPERSEDED SURVEY CONTROL
 GW1650
 GW1650  NAD 83(1986)-  37 52 16.76839(N)    079 37 26.41865(W) AD(       ) 2
 GW1650  NAD 27      -  37 52 16.30090(N)    079 37 27.25620(W) AD(       ) 2
 GW1650  NGVD 29 (??/??/92)  782.257  (m)         2566.45   (f) ADJ UNCH    2 0
 GW1650
 GW1650.Superseded values are not recommended for survey control.
 GW1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1650.See file dsdata.txt to determine how the superseded data were derived.
 GW1650
 GW1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2102392431(NAD 83)
 GW1650_MARKER: DE = TRAVERSE STATION DISK
 GW1650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW1650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW1650_STAMPING: BRATTON 1957
 GW1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1650
 GW1650  HISTORY     - Date     Condition        Report By
 GW1650  HISTORY     - 1957     MONUMENTED       CGS
 GW1650  HISTORY     - 1958     GOOD             NGS
 GW1650  HISTORY     - 1971     GOOD             NGS
 GW1650  HISTORY     - 1971     GOOD             NGS
 GW1650  HISTORY     - 1976     GOOD             NGS
 GW1650
 GW1650                          STATION DESCRIPTION
 GW1650
 GW1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW1650'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF LEXINGTON,
 GW1650'12 MILES EAST NORTHEAST OF CLIFTON FORGE AND ON THE CLEARED
 GW1650'AREA ALONG HIGH LINE.  IT IS 30 FEET NORTH OF THE NORTHWEST
 GW1650'LEG OF HIGH LINE TOWER.  THE DISK IS A STANDARD TRAVERSE
 GW1650'DISK BRAZED TO THE TOP OF A 2 INCH PIPE THAT PROJECTS ABOUT
 GW1650'6 INCHES AND IS STAMPED BRATTON 1957.
 GW1650'
 GW1650'TO REACH THE STATION FROM THE POST OFFICE IN LEXINGTON, GO
 GW1650'NORTHWEST ON U.S. HIGHWAY 60 FOR 16.0 MILES TO ALLEGHANY-ROCKBRIDGE
 GW1650'COUNTY LINE.  CONTINUE ON U.S. HIGHWAY 60 FOR 0.1 MILE TO
 GW1650'A PARKING AREA ON RIGHT AND END OF TRUCK TRAVEL.  FROM HERE
 GW1650'PACK NORTHWESTERLY FOLLOWING HIGH LINE FOR ABOUT 150 YARDS
 GW1650'TO HIGH LINE TOWER AND STATION.
 GW1650
 GW1650                          STATION RECOVERY (1958)
 GW1650
 GW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1650'15.5 MI NE FROM CLIFTON FORGE.
 GW1650'ABOUT 15.4 MILES NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1650'HALL AT CLIFTON FORGE, THENCE 0.1 MILE NORTHWEST UPHILL TO A
 GW1650'POWER LINE, NEAR THE SUMMIT OF NORTH MOUNTAIN AND THE
 GW1650'ALLEGHANY-ROCKBRIDGE COUNTY LINE, 30 FEET NORTHEAST OF THE
 GW1650'NORTHEAST LEG OF STEEL TRANSMISSION TOWER NO. 621, WELDED
 GW1650'ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE
 GW1650'THE GROUND.
 GW1650
 GW1650                          STATION RECOVERY (1971)
 GW1650
 GW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW1650'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GW1650'
 GW1650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTHEAST
 GW1650'OF CLIFTON FORGE.
 GW1650
 GW1650                          STATION RECOVERY (1971)
 GW1650
 GW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GW1650'RECOVERED IN GOOD CONDITION.
 GW1650
 GW1650                          STATION RECOVERY (1976)
 GW1650
 GW1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GW1650'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GW1650'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GW1650'
 GW1650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NW OF
 GW1650'LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8723 ***********************************************************************
 AH8723  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8723  DESIGNATION -  BRCL 010
 AH8723  PID         -  AH8723
 AH8723  STATE/COUNTY-  VA/PRINCE WILLIAM
 AH8723  USGS QUAD   -  GAINESVILLE (1994)
 AH8723
 AH8723                         *CURRENT SURVEY CONTROL
 AH8723  ___________________________________________________________________
 AH8723* NAD 83(1993)-  38 49 10.52762(N)    077 31 18.65242(W)     ADJUSTED  
 AH8723* NAVD 88     -        66.42   (meters)     217.9    (feet)  GPS OBS   
 AH8723  ___________________________________________________________________
 AH8723  X           -   1,075,136.641 (meters)                     COMP
 AH8723  Y           -  -4,858,394.458 (meters)                     COMP
 AH8723  Z           -   3,976,754.233 (meters)                     COMP
 AH8723  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AH8723  ELLIP HEIGHT-          34.48  (meters)          (05/15/02) GPS OBS
 AH8723  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AH8723
 AH8723  HORZ ORDER  -  FIRST
 AH8723  ELLP ORDER  -  FIFTH     CLASS II
 AH8723
 AH8723.The horizontal coordinates were established by GPS observations
 AH8723.and adjusted by the National Geodetic Survey in April 1999..
 AH8723
 AH8723.The orthometric height was determined by GPS observations and a
 AH8723.high-resolution geoid model using precise GPS observation and
 AH8723.processing techniques.
 AH8723
 AH8723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8723
 AH8723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8723
 AH8723.The ellipsoidal height was determined by GPS observations
 AH8723.and is referenced to NAD 83.
 AH8723
 AH8723.The geoid height was determined by GEOID03.
 AH8723
 AH8723;                    North         East     Units Scale Factor Converg.
 AH8723;SPC VA N     - 2,128,426.644 3,584,943.090   MT  0.99995459   +0 36 37.7
 AH8723;SPC VA N     - 6,983,013.08 11,761,600.79   sFT  0.99995459   +0 36 37.7
 AH8723;UTM  18      - 4,299,778.233   281,060.021   MT  1.00019030   -1 34 53.4
 AH8723
 AH8723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8723!SPC VA N     -   0.99999459  x   0.99995459  =   0.99994918
 AH8723!UTM  18      -   0.99999459  x   1.00019030  =   1.00018489
 AH8723
 AH8723                          SUPERSEDED SURVEY CONTROL
 AH8723
 AH8723  ELLIP H (04/22/99)   34.43   (m)                       GP(       ) 3 1
 AH8723
 AH8723.Superseded values are not recommended for survey control.
 AH8723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8723.See file dsdata.txt to determine how the superseded data were derived.
 AH8723
 AH8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8106099778(NAD 83)
 AH8723_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8723_STAMPING: GRAVITY BRCL 10 1982
 AH8723_MARK LOGO: NGS   
 AH8723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8723+STABILITY: SURFACE MOTION
 AH8723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8723+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AH8723
 AH8723  HISTORY     - Date     Condition        Report By
 AH8723  HISTORY     - 1982     MONUMENTED       NGS
 AH8723
 AH8723                          STATION DESCRIPTION
 AH8723
 AH8723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8723'WEST -RIGHT- ON I-495 16.5 MI (26.6 KM) TO I66.  TURN WEST -RIGHT- ON
 AH8723'I66 17.6 MI (28.3 KM) TO EXIT 47B -V234- -MILE MARKER 47.5-.  TURN
 AH8723'NORTH -RIGHT- ON VIRGINIA 234 FOR 1.4 MI (2.3 KM) TO US 29 -LEE
 AH8723'HIGHWAY-.  TURN EAST -RIGHT- ON US 29 FOR 0.3 MI (0.5 KM) TO THE MARK
 AH8723'ON THE RIGHT.  THE MARK IS AT THE REAR OF THE PULL-OFF FOR THE JAMES
 AH8723'ROBINSON HOUSE HISTORICAL MARKER.  THE MARK IS A STANDARD NGS
 AH8723'CALIBRATION DISK STAMPED BRCL 10.
 AH8723'THE MARK IS A 50 CM X 50 CM SQUARE CONCRETE
 AH8723'MONUMENT, LOCATED AT THE VERTEX OF A CIVIL WAR TYPE SPLIT RAIL FENCE,
 AH8723'APPROXIMATELY 2 M (6.6 FT) SE OF A HISTORIC LANDMARK SIGN G 16. -SIGN
 AH8723'HAS INFORMATION ABOUT THE JAMES ROBINSON HOUSE-, THE MARK IS 40 FT
 AH8723'(12.2 M) SOUTH OF THE CENTERLINE OF US 29, AND ABOUT 1 M (3.3 FT) NE
 AH8723'OF A METAL WITNESS POST.  THERE IS A GRAVEL PULL OFF AREA TO PARK THE
 AH8723'VEHICLE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8724 ***********************************************************************
 AH8724  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8724  DESIGNATION -  BRCL 020
 AH8724  PID         -  AH8724
 AH8724  STATE/COUNTY-  VA/PRINCE WILLIAM
 AH8724  USGS QUAD   -  GAINESVILLE (1994)
 AH8724
 AH8724                         *CURRENT SURVEY CONTROL
 AH8724  ___________________________________________________________________
 AH8724* NAD 83(1993)-  38 48 19.77236(N)    077 34 28.43078(W)     ADJUSTED  
 AH8724* NAVD 88     -        91.45   (meters)     300.0    (feet)  GPS OBS   
 AH8724  ___________________________________________________________________
 AH8724  X           -   1,070,881.382 (meters)                     COMP
 AH8724  Y           -  -4,860,358.620 (meters)                     COMP
 AH8724  Z           -   3,975,550.337 (meters)                     COMP
 AH8724  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AH8724  ELLIP HEIGHT-          59.46  (meters)          (05/15/02) GPS OBS
 AH8724  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 AH8724
 AH8724  HORZ ORDER  -  FIRST
 AH8724  ELLP ORDER  -  FIFTH     CLASS II
 AH8724
 AH8724.The horizontal coordinates were established by GPS observations
 AH8724.and adjusted by the National Geodetic Survey in April 1999..
 AH8724
 AH8724.The orthometric height was determined by GPS observations and a
 AH8724.high-resolution geoid model using precise GPS observation and
 AH8724.processing techniques.
 AH8724
 AH8724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8724
 AH8724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8724
 AH8724.The ellipsoidal height was determined by GPS observations
 AH8724.and is referenced to NAD 83.
 AH8724
 AH8724.The geoid height was determined by GEOID03.
 AH8724
 AH8724;                    North         East     Units Scale Factor Converg.
 AH8724;SPC VA N     - 2,126,814.211 3,580,381.131   MT  0.99995375   +0 34 39.3
 AH8724;SPC VA N     - 6,977,722.96 11,746,633.76   sFT  0.99995375   +0 34 39.3
 AH8724;UTM  18      - 4,298,341.096   276,438.583   MT  1.00021549   -1 36 50.7
 AH8724
 AH8724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8724!SPC VA N     -   0.99999067  x   0.99995375  =   0.99994442
 AH8724!UTM  18      -   0.99999067  x   1.00021549  =   1.00020616
 AH8724
 AH8724                          SUPERSEDED SURVEY CONTROL
 AH8724
 AH8724  ELLIP H (04/22/99)   59.41   (m)                       GP(       ) 3 1
 AH8724
 AH8724.Superseded values are not recommended for survey control.
 AH8724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8724.See file dsdata.txt to determine how the superseded data were derived.
 AH8724
 AH8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7643998341(NAD 83)
 AH8724_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8724_STAMPING: GRAVITY BRCL 20 1982
 AH8724_MARK LOGO: NGS   
 AH8724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8724+STABILITY: SURFACE MOTION
 AH8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8724+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 AH8724
 AH8724  HISTORY     - Date     Condition        Report By
 AH8724  HISTORY     - 1982     MONUMENTED       NGS
 AH8724  HISTORY     - 20031014 GOOD             GREOMA
 AH8724
 AH8724                          STATION DESCRIPTION
 AH8724
 AH8724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8724'WEST -RIGHT- ON I-495 16.5 MI (26.6 KM) TO I66.  TURN WEST -RIGHT-ON
 AH8724'I66 17.6 MI (28.3 KM) TO EXIT 47B -V234- -MILE MARKER 47.5-.  TURN
 AH8724'NORTH -RIGHT- ON VA 234 1.4 MI (2.3 KM) TO US 29 -LEE HIGHWAY-.  TURN
 AH8724'WEST -LEFT- ON US 29 2.75 MI (4.43 KM) TO A CROSSOVER IN THE DIVIDED
 AH8724'HIGHWAY THEN EAST ON US 29 0.03 MI (0.05 KM) TO THE MARK ON THE RIGHT
 AH8724'NEAR THE FENCE LINE.  THE MARK IS ALSO 0.05 MI (0.08 KM) WEST OF VA
 AH8724'705 -PAGELAND ROAD-.  THE MARK IS A STANDARD NGS
 AH8724'CALIBRATION DISK STAMPED BRCL 20.
 AH8724'THE MARK IS LOCATED IN A FENCE LINE AND IS A 50 CM X 50 CM
 AH8724'SQUARE CONCRETE MONUMENT, 48 FT (14.6 M) SOUTH OF THE CENTERLINE OF
 AH8724'THE NORTH BOUND LANES OF US 29, 0.8 M (2.6 FT) W OF A METAL WITNESS
 AH8724'POST.  THERE IS A SHOULDER TO PULL OFF ONTO.
 AH8724
 AH8724                          STATION RECOVERY (2003)
 AH8724
 AH8724'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 AH8724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8725 ***********************************************************************
 AH8725  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8725  DESIGNATION -  BRCL 030
 AH8725  PID         -  AH8725
 AH8725  STATE/COUNTY-  VA/FAUQUIER
 AH8725  USGS QUAD   -  THOROUGHFARE GAP (1994)
 AH8725
 AH8725                         *CURRENT SURVEY CONTROL
 AH8725  ___________________________________________________________________
 AH8725* NAD 83(1993)-  38 46 38.54209(N)    077 40 55.53783(W)     ADJUSTED  
 AH8725* NAVD 88     -       120.47   (meters)     395.2    (feet)  GPS OBS   
 AH8725  ___________________________________________________________________
 AH8725  X           -   1,062,179.857 (meters)                     COMP
 AH8725  Y           -  -4,864,292.509 (meters)                     COMP
 AH8725  Z           -   3,973,135.373 (meters)                     COMP
 AH8725  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AH8725  ELLIP HEIGHT-          88.40  (meters)          (05/15/02) GPS OBS
 AH8725  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AH8725
 AH8725  HORZ ORDER  -  FIRST
 AH8725  ELLP ORDER  -  FIFTH     CLASS II
 AH8725
 AH8725.The horizontal coordinates were established by GPS observations
 AH8725.and adjusted by the National Geodetic Survey in April 1999..
 AH8725
 AH8725.The orthometric height was determined by GPS observations and a
 AH8725.high-resolution geoid model using precise GPS observation and
 AH8725.processing techniques.
 AH8725
 AH8725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8725
 AH8725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8725
 AH8725.The ellipsoidal height was determined by GPS observations
 AH8725.and is referenced to NAD 83.
 AH8725
 AH8725.The geoid height was determined by GEOID03.
 AH8725
 AH8725;                    North         East     Units Scale Factor Converg.
 AH8725;SPC VA N     - 2,123,604.210 3,571,069.430   MT  0.99995227   +0 30 37.7
 AH8725;SPC VA N     - 6,967,191.48 11,716,083.62   sFT  0.99995227   +0 30 37.7
 AH8725;UTM  18      - 4,295,488.669   267,008.228   MT  1.00026852   -1 40 49.9
 AH8725
 AH8725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8725!SPC VA N     -   0.99998613  x   0.99995227  =   0.99993840
 AH8725!UTM  18      -   0.99998613  x   1.00026852  =   1.00025465
 AH8725
 AH8725                          SUPERSEDED SURVEY CONTROL
 AH8725
 AH8725  ELLIP H (04/22/99)   88.36   (m)                       GP(       ) 3 1
 AH8725
 AH8725.Superseded values are not recommended for survey control.
 AH8725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8725.See file dsdata.txt to determine how the superseded data were derived.
 AH8725
 AH8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6700895489(NAD 83)
 AH8725_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8725_STAMPING: GRAVITY BRCL 30 1982
 AH8725_MARK LOGO: NGS   
 AH8725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8725+STABILITY: SURFACE MOTION
 AH8725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8725+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8725
 AH8725  HISTORY     - Date     Condition        Report By
 AH8725  HISTORY     - 1982     MONUMENTED       NGS
 AH8725  HISTORY     - 20040611 GOOD             NGS
 AH8725  HISTORY     - 20050626 GOOD             GEOCAC
 AH8725
 AH8725                          STATION DESCRIPTION
 AH8725
 AH8725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8725'WEST -RIGHT- ON I-495 16.5 MI (26.6 KM) TO I66.  TURN WEST -RIGHT- ON
 AH8725'I66 21.6 MI (34.8 KM) TO EXIT FOR US29 -THE SECOND EXIT TO
 AH8725'GAINESVILLE-.  TURN SOUTH -LEFT- ON US29 FOR 5.0 MI (8.0 KM) TO THE
 AH8725'INTERSECTION WITH VA 215 AND THE MARK IN THE V215 TRAFFIC ISLAND ON
 AH8725'THE LEFT.  THERE IS A PARKING PULL-OFF ON THE NORTH BOUND SIDE OF VA
 AH8725'215.  THE MARK IS A STANDARD NGS
 AH8725'CALIBRATION DISK STAMPED BRCL 30, SET IN A
 AH8725'50 CM X 50 CM SQUARE CONCRETE MONUMENT.  THE MARK IS APPROXIMATELY 13
 AH8725'M (42.7 FT) N OF THE CENTERLINE OF THE NORTH BOUND LANES OF US 15/29
 AH8725'AND 12.6 M (41.3 FT) NE OF THE CENTERLINE OF VA 215 AND 6.8 M (22.3
 AH8725'FT) NE OF A CONCRETE CULVERT HEAD WALL AND 3.2 M (10.5 FT) SW OF A
 AH8725'METAL WITNESS POST AND VEPCO POWERPOLE NO C155.
 AH8725
 AH8725                          STATION RECOVERY (2004)
 AH8725
 AH8725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8725'RECOVERED IN GOOD CONDITION.
 AH8725
 AH8725                          STATION RECOVERY (2005)
 AH8725
 AH8725'RECOVERY NOTE BY GEOCACHING 2005 (APN)
 AH8725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7425 ***********************************************************************
 AI7425  DESIGNATION -  BRCL 040
 AI7425  PID         -  AI7425
 AI7425  STATE/COUNTY-  VA/FAUQUIER
 AI7425  USGS QUAD   -  WARRENTON (1978)
 AI7425
 AI7425                         *CURRENT SURVEY CONTROL
 AI7425  ___________________________________________________________________
 AI7425* NAD 83(1993)-  38 42 54.64972(N)    077 48 11.91124(W)     ADJUSTED  
 AI7425* NAVD 88     -       166.3    (meters)     546.     (feet)  H LEVEL   
 AI7425  ___________________________________________________________________
 AI7425  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AI7425  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AI7425
 AI7425  HORZ ORDER  -  THIRD
 AI7425
 AI7425.The horizontal coordinates were established by classical geodetic methods
 AI7425.and adjusted by the National Geodetic Survey in September 2000..
 AI7425
 AI7425.The orthometric height was determined by differential leveling
 AI7425.between control points not connected to bench marks.
 AI7425
 AI7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7425
 AI7425.The geoid height was determined by GEOID03.
 AI7425
 AI7425;                    North         East     Units Scale Factor Converg.
 AI7425;SPC VA N     - 2,116,613.852 3,560,589.453   MT  0.99994983   +0 26 05.3
 AI7425;SPC VA N     - 6,944,257.28 11,681,700.56   sFT  0.99994983   +0 26 05.3
 AI7425;UTM  18      - 4,288,901.600   256,265.030   MT  1.00033161   -1 45 15.1
 AI7425
 AI7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7425!SPC VA N     -   0.99997895  x   0.99994983  =   0.99992878
 AI7425!UTM  18      -   0.99997895  x   1.00033161  =   1.00031055
 AI7425
 AI7425                          SUPERSEDED SURVEY CONTROL
 AI7425
 AI7425.No superseded survey control is available for this station.
 AI7425
 AI7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5626588902(NAD 83)
 AI7425_MARKER: DQ = CALIBRATION BASE LINE DISK
 AI7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7425_STAMPING: GRAVITY STATION BRCL 40 1982
 AI7425_MARK LOGO: CGS   
 AI7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7425+STABILITY: SURFACE MOTION
 AI7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7425+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2003
 AI7425
 AI7425  HISTORY     - Date     Condition        Report By
 AI7425  HISTORY     - 1982     MONUMENTED       NGS
 AI7425  HISTORY     - 19990622 GOOD             NGS
 AI7425  HISTORY     - 20031226 GOOD             GEOCAC
 AI7425
 AI7425                          STATION DESCRIPTION
 AI7425
 AI7425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (SF)
 AI7425'IN THE REAR OF THE WARRENTON MIDDLE SCHOOL IN WARRENTON, VA.  FROM THE
 AI7425'INTERSECTION OF US 29 AND BUS.  US 211 IN WARRENTON GO EAST ON BUS. US
 AI7425'211 FOR 0.3 MILE (0.5 KM) TO A DRIVEWAY ON THE RIGHT THAT GOES BEHIND
 AI7425'THE WARRENTON MIDDLE SCHOOL AND THE PARKING LOT.  THE MARK IS BENEATH
 AI7425'THE SE MOST ONE OF A CLUSTER OF 4 PINE TREES, 1.2 MTR SE OF THE PINE
 AI7425'TREE AND 1.7 MTR WEST OF A 4 FOOT (1.2 M) CHAIN LINK FENCE. THE MARK
 AI7425'IS A CALIBRATION DISK SET IN A 50 CM X 50 CM SQUARE CONCRETE MONUMENT.
 AI7425
 AI7425                          STATION RECOVERY (2003)
 AI7425
 AI7425'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AI7425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8726 ***********************************************************************
 AH8726  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8726  DESIGNATION -  BRCL 050
 AH8726  PID         -  AH8726
 AH8726  STATE/COUNTY-  VA/FAUQUIER
 AH8726  USGS QUAD   -  WARRENTON (1978)
 AH8726
 AH8726                         *CURRENT SURVEY CONTROL
 AH8726  ___________________________________________________________________
 AH8726* NAD 83(1993)-  38 42 25.78107(N)    077 51 44.21367(W)     ADJUSTED  
 AH8726* NAVD 88     -       162.92   (meters)     534.5    (feet)  GPS OBS   
 AH8726  ___________________________________________________________________
 AH8726  X           -   1,047,909.616 (meters)                     COMP
 AH8726  Y           -  -4,872,409.857 (meters)                     COMP
 AH8726  Z           -   3,967,082.451 (meters)                     COMP
 AH8726  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 AH8726  ELLIP HEIGHT-         130.62  (meters)          (05/15/02) GPS OBS
 AH8726  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AH8726
 AH8726  HORZ ORDER  -  FIRST
 AH8726  ELLP ORDER  -  FIFTH     CLASS II
 AH8726
 AH8726.The horizontal coordinates were established by GPS observations
 AH8726.and adjusted by the National Geodetic Survey in April 1999..
 AH8726
 AH8726.The orthometric height was determined by GPS observations and a
 AH8726.high-resolution geoid model using precise GPS observation and
 AH8726.processing techniques.
 AH8726
 AH8726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8726
 AH8726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8726
 AH8726.The ellipsoidal height was determined by GPS observations
 AH8726.and is referenced to NAD 83.
 AH8726
 AH8726.The geoid height was determined by GEOID03.
 AH8726
 AH8726;                    North         East     Units Scale Factor Converg.
 AH8726;SPC VA N     - 2,115,686.447 3,555,467.001   MT  0.99994961   +0 23 52.8
 AH8726;SPC VA N     - 6,941,214.62 11,664,894.65   sFT  0.99994961   +0 23 52.8
 AH8726;UTM  18      - 4,288,170.231   251,108.846   MT  1.00036290   -1 47 26.9
 AH8726
 AH8726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8726!SPC VA N     -   0.99997951  x   0.99994961  =   0.99992912
 AH8726!UTM  18      -   0.99997951  x   1.00036290  =   1.00034240
 AH8726
 AH8726                          SUPERSEDED SURVEY CONTROL
 AH8726
 AH8726  ELLIP H (04/22/99)  130.62   (m)                       GP(       ) 3 1
 AH8726
 AH8726.Superseded values are not recommended for survey control.
 AH8726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8726.See file dsdata.txt to determine how the superseded data were derived.
 AH8726
 AH8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5110988170(NAD 83)
 AH8726_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8726_STAMPING: GRAVITY BRCL 50 1982
 AH8726_MARK LOGO: NGS   
 AH8726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8726+STABILITY: SURFACE MOTION
 AH8726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8726+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8726
 AH8726  HISTORY     - Date     Condition        Report By
 AH8726  HISTORY     - 1982     MONUMENTED       NGS
 AH8726  HISTORY     - 20040611 GOOD             NGS
 AH8726
 AH8726                          STATION DESCRIPTION
 AH8726
 AH8726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8726'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 AH8726'GO WEST ON US211 FOR 2.9 MI (4.7 KM) TO A CROSSOVER IN THE MEDIAN AND
 AH8726'THE MARK ON THE SOUTH SIDE OF THE EAST BOUND LANES OF THE DIVIDED
 AH8726'HIGHWAY AT A FARM ROAD.  THE MARK IS IN THE FENCE LINE EAST OF THE
 AH8726'GATE.  THE MARK IS A STANDARD NGS CALIBRATION DISK STAMPED BRCL 50.
 AH8726'THE MARK IS LOCATED IS LOCATED 25 M (82.0 FT) SOUTH OF THE CENTERLINE
 AH8726'OF THE EAST BOUND LANES OF THE HIGHWAY, 5.5 M (18.0 FT) EAST OF THE
 AH8726'EASTERN POST OF A GATE INTO THE FIELD, 7.8 M (25.6 FT) SE OF THE SE
 AH8726'MOST POINT OF THE PAVED DRIVEWAY, 9.5 M (31.2 FT) S OF A CENTERLINE OF
 AH8726'A PIPE CULVERT, 0.5 M (1.6 FT) NORTH OF THE FENCE LINE, AND 0.5 M (1.6
 AH8726'FT) N OF A CARSONITE WITNESS POST.  THE MARK IS A STANDARD NGS
 AH8726'CALRIBRATION DISK STAMPED BRCL 50 AND IS SET IN A 50 CM X 50 CM SQUARE
 AH8726'CONCRETE MONUMENT.
 AH8726
 AH8726                          STATION RECOVERY (2004)
 AH8726
 AH8726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8727 ***********************************************************************
 AH8727  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8727  DESIGNATION -  BRCL 060
 AH8727  PID         -  AH8727
 AH8727  STATE/COUNTY-  VA/CULPEPER
 AH8727  USGS QUAD   -  JEFFERSONTON (1983)
 AH8727
 AH8727                         *CURRENT SURVEY CONTROL
 AH8727  ___________________________________________________________________
 AH8727* NAD 83(1993)-  38 40 52.76358(N)    077 54 23.25451(W)     ADJUSTED  
 AH8727* NAVD 88     -       119.31   (meters)     391.4    (feet)  GPS OBS   
 AH8727  ___________________________________________________________________
 AH8727  X           -   1,044,520.959 (meters)                     COMP
 AH8727  Y           -  -4,874,936.405 (meters)                     COMP
 AH8727  Z           -   3,964,816.388 (meters)                     COMP
 AH8727  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 AH8727  ELLIP HEIGHT-          86.88  (meters)          (05/15/02) GPS OBS
 AH8727  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AH8727
 AH8727  HORZ ORDER  -  FIRST
 AH8727  ELLP ORDER  -  FIFTH     CLASS II
 AH8727
 AH8727.The horizontal coordinates were established by GPS observations
 AH8727.and adjusted by the National Geodetic Survey in April 1999..
 AH8727
 AH8727.The orthometric height was determined by GPS observations and a
 AH8727.high-resolution geoid model using precise GPS observation and
 AH8727.processing techniques.
 AH8727
 AH8727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8727
 AH8727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8727
 AH8727.The ellipsoidal height was determined by GPS observations
 AH8727.and is referenced to NAD 83.
 AH8727
 AH8727.The geoid height was determined by GEOID03.
 AH8727
 AH8727;                    North         East     Units Scale Factor Converg.
 AH8727;SPC VA N     - 2,112,792.596 3,551,643.118   MT  0.99994900   +0 22 13.6
 AH8727;SPC VA N     - 6,931,720.38 11,652,349.13   sFT  0.99994900   +0 22 13.6
 AH8727;UTM  18      - 4,285,423.336   247,175.576   MT  1.00038721   -1 49 02.9
 AH8727
 AH8727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8727!SPC VA N     -   0.99998637  x   0.99994900  =   0.99993537
 AH8727!UTM  18      -   0.99998637  x   1.00038721  =   1.00037357
 AH8727
 AH8727                          SUPERSEDED SURVEY CONTROL
 AH8727
 AH8727  ELLIP H (04/22/99)   86.88   (m)                       GP(       ) 3 1
 AH8727
 AH8727.Superseded values are not recommended for survey control.
 AH8727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8727.See file dsdata.txt to determine how the superseded data were derived.
 AH8727
 AH8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4717685423(NAD 83)
 AH8727_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8727_STAMPING: GRAVITY BRCL 60 1982
 AH8727_MARK LOGO: NGS   
 AH8727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8727+STABILITY: SURFACE MOTION
 AH8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8727+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8727
 AH8727  HISTORY     - Date     Condition        Report By
 AH8727  HISTORY     - 1982     MONUMENTED       NGS
 AH8727  HISTORY     - 20040611 GOOD             NGS
 AH8727
 AH8727                          STATION DESCRIPTION
 AH8727
 AH8727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8727'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 AH8727'GO WEST ON US211 FROM US29 6.1 MI TO SMALL RAVINE ON THE NORTH (RIGHT)
 AH8727'AND THE MARK. THE MARK IS ALSO 0.25 MI WEST OF THE BRIDGE OVER THE
 AH8727'RAPPAHANNOCK RIVER. THE MARK IS APPROX. 11 METERS NORTH OF THE
 AH8727'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY IN A GROVE OF CEDAR
 AH8727'TREES, 1.9 METERS OF A 1 FOOT DIAMETER CEDAR TREE. 1.2 METERS SOUTH OF
 AH8727'THE FENCE LINE AND A CARSONITE WITNESS POST.  THE MARK IS A STANDARD
 AH8727'NGS CALIBRATION DISK STAMPED BRCL 60 AND SET IN 50 BY 50 CM SQUARE
 AH8727'CONCRETE MONUMENT. NOTE PARKING IS POSSIBLE ON THE SHOULDER OF THE
 AH8727'LEFT SIDE OF THE WEST BOUND LANE. BE CAREFUL
 AH8727
 AH8727                          STATION RECOVERY (2004)
 AH8727
 AH8727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8728 ***********************************************************************
 AH8728  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8728  DESIGNATION -  BRCL 070
 AH8728  PID         -  AH8728
 AH8728  STATE/COUNTY-  VA/CULPEPER
 AH8728  USGS QUAD   -  JEFFERSONTON (1983)
 AH8728
 AH8728                         *CURRENT SURVEY CONTROL
 AH8728  ___________________________________________________________________
 AH8728* NAD 83(1993)-  38 40 30.78325(N)    077 55 53.01063(W)     ADJUSTED  
 AH8728* NAVD 88     -       124.79   (meters)     409.4    (feet)  GPS OBS   
 AH8728  ___________________________________________________________________
 AH8728  X           -   1,042,488.979 (meters)                     COMP
 AH8728  Y           -  -4,875,808.820 (meters)                     COMP
 AH8728  Z           -   3,964,290.638 (meters)                     COMP
 AH8728  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 AH8728  ELLIP HEIGHT-          92.29  (meters)          (05/15/02) GPS OBS
 AH8728  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AH8728
 AH8728  HORZ ORDER  -  FIRST
 AH8728  ELLP ORDER  -  FIFTH     CLASS II
 AH8728
 AH8728.The horizontal coordinates were established by GPS observations
 AH8728.and adjusted by the National Geodetic Survey in April 1999..
 AH8728
 AH8728.The orthometric height was determined by GPS observations and a
 AH8728.high-resolution geoid model using precise GPS observation and
 AH8728.processing techniques.
 AH8728
 AH8728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8728
 AH8728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8728
 AH8728.The ellipsoidal height was determined by GPS observations
 AH8728.and is referenced to NAD 83.
 AH8728
 AH8728.The geoid height was determined by GEOID03.
 AH8728
 AH8728;                    North         East     Units Scale Factor Converg.
 AH8728;SPC VA N     - 2,112,101.128 3,549,478.024   MT  0.99994889   +0 21 17.6
 AH8728;SPC VA N     - 6,929,451.78 11,645,245.82   sFT  0.99994889   +0 21 17.6
 AH8728;UTM  18      - 4,284,814.755   244,984.688   MT  1.00040092   -1 49 58.2
 AH8728;UTM  17      - 4,285,205.777   766,954.857   MT  1.00047768   +1 55 07.4
 AH8728
 AH8728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8728!SPC VA N     -   0.99998552  x   0.99994889  =   0.99993441
 AH8728!UTM  18      -   0.99998552  x   1.00040092  =   1.00038643
 AH8728!UTM  17      -   0.99998552  x   1.00047768  =   1.00046319
 AH8728
 AH8728                          SUPERSEDED SURVEY CONTROL
 AH8728
 AH8728  ELLIP H (04/22/99)   92.31   (m)                       GP(       ) 3 1
 AH8728
 AH8728.Superseded values are not recommended for survey control.
 AH8728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8728.See file dsdata.txt to determine how the superseded data were derived.
 AH8728
 AH8728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4498584815(NAD 83)
 AH8728_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8728_STAMPING: GRAVITY BRCL 70 1982
 AH8728_MARK LOGO: NGS   
 AH8728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8728+STABILITY: SURFACE MOTION
 AH8728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8728+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8728
 AH8728  HISTORY     - Date     Condition        Report By
 AH8728  HISTORY     - 1982     MONUMENTED       NGS
 AH8728  HISTORY     - 20010306 GOOD             USPSQD
 AH8728  HISTORY     - 20040611 GOOD             NGS
 AH8728
 AH8728                          STATION DESCRIPTION
 AH8728
 AH8728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8728'FROM THE US29 AND US211 BUS INTERSECTION IN WARRENTON VIRGINIA, GO
 AH8728'WEST ON US211 FROM US29 7.55 MI (12.15 KM) TO A RAVINE ON THE NORTH
 AH8728'-RIGHT- AND THE MARK.  -THE MARK IS ALSO 0.75 MI (1.21 KM) WEST OF THE
 AH8728'JUNCTION OF VIRGINIA 229-.  -PARKING AT THE MARK IS NOT POSSIBLE.  GO
 AH8728'ABOUT 50 YARDS FURTHER TO JUNCTION WITH VIRGINIA 1070 AND RIGHT TURN
 AH8728'LANE AND SUITABLE PARKING-.  THE MARK IS 11.6 M (38.1 FT) N OF THE
 AH8728'CENTERLINE OF THE WEST BOUND LANES, IN A FENCE LINE, 4.5 M (14.8 FT) W
 AH8728'OF A POWER POLE NO P 17-17-O.  THE MARK IS A STANDARD NGS CALIBRATION
 AH8728'DISK STAMPED BRCL 70 AND IS SET IN A 50 CM X 50 CM SQUARE CONCRETE
 AH8728'MONUMENT.
 AH8728
 AH8728                          STATION RECOVERY (2001)
 AH8728
 AH8728'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 AH8728'RECOVERED IN GOOD CONDITION.
 AH8728
 AH8728                          STATION RECOVERY (2004)
 AH8728
 AH8728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8729 ***********************************************************************
 AH8729  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8729  DESIGNATION -  BRCL 080
 AH8729  PID         -  AH8729
 AH8729  STATE/COUNTY-  VA/CULPEPER
 AH8729  USGS QUAD   -  JEFFERSONTON (1983)
 AH8729
 AH8729                         *CURRENT SURVEY CONTROL
 AH8729  ___________________________________________________________________
 AH8729* NAD 83(1993)-  38 40 25.41882(N)    077 57 14.77317(W)     ADJUSTED  
 AH8729* NAVD 88     -       159.30   (meters)     522.6    (feet)  GPS OBS   
 AH8729  ___________________________________________________________________
 AH8729  X           -   1,040,583.333 (meters)                     COMP
 AH8729  Y           -  -4,876,349.080 (meters)                     COMP
 AH8729  Z           -   3,964,183.027 (meters)                     COMP
 AH8729  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 AH8729  ELLIP HEIGHT-         126.75  (meters)          (05/15/02) GPS OBS
 AH8729  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AH8729
 AH8729  HORZ ORDER  -  FIRST
 AH8729  ELLP ORDER  -  FIFTH     CLASS II
 AH8729
 AH8729.The horizontal coordinates were established by GPS observations
 AH8729.and adjusted by the National Geodetic Survey in April 1999..
 AH8729
 AH8729.The orthometric height was determined by GPS observations and a
 AH8729.high-resolution geoid model using precise GPS observation and
 AH8729.processing techniques.
 AH8729
 AH8729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8729
 AH8729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8729
 AH8729.The ellipsoidal height was determined by GPS observations
 AH8729.and is referenced to NAD 83.
 AH8729
 AH8729.The geoid height was determined by GEOID03.
 AH8729
 AH8729;                    North         East     Units Scale Factor Converg.
 AH8729;SPC VA N     - 2,111,923.726 3,547,502.739   MT  0.99994887   +0 20 26.5
 AH8729;SPC VA N     - 6,928,869.76 11,638,765.24   sFT  0.99994887   +0 20 26.5
 AH8729;UTM  18      - 4,284,712.839   243,003.163   MT  1.00041341   -1 50 49.1
 AH8729;UTM  17      - 4,284,974.415   764,984.121   MT  1.00046477   +1 54 16.0
 AH8729
 AH8729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8729!SPC VA N     -   0.99998011  x   0.99994887  =   0.99992898
 AH8729!UTM  18      -   0.99998011  x   1.00041341  =   1.00039351
 AH8729!UTM  17      -   0.99998011  x   1.00046477  =   1.00044487
 AH8729
 AH8729                          SUPERSEDED SURVEY CONTROL
 AH8729
 AH8729  ELLIP H (04/22/99)  126.77   (m)                       GP(       ) 3 1
 AH8729
 AH8729.Superseded values are not recommended for survey control.
 AH8729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8729.See file dsdata.txt to determine how the superseded data were derived.
 AH8729
 AH8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4300384713(NAD 83)
 AH8729_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8729_STAMPING: GRAVITY BRCL 80 1982
 AH8729_MARK LOGO: NGS   
 AH8729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8729+STABILITY: SURFACE MOTION
 AH8729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8729+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8729
 AH8729  HISTORY     - Date     Condition        Report By
 AH8729  HISTORY     - 1982     MONUMENTED       NGS
 AH8729  HISTORY     - 20010306 GOOD             USPSQD
 AH8729  HISTORY     - 20040611 GOOD             NGS
 AH8729
 AH8729                          STATION DESCRIPTION
 AH8729
 AH8729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8729'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON, VIRGINIA
 AH8729'GO WEST ON US211 FROM US29 8.6 MI (13.8 KM) TO THE BEGINNING OF A
 AH8729'GUARD RAIL ON THE NORTH -RIGHT- AND THE MARK.  -THE MARK IS ALSO 0.3
 AH8729'MI (0.5 KM) EAST OF THE JUNCTION WITH COUNTY ROAD 621-.  THE MONUMENT
 AH8729'IS 0.8 M (2.6 FT) S OF A CARSONITE WITNESS POST, APPROXIMATELY 5 M
 AH8729'(16.4 FT) N OF THE GUARD RAIL, AND 13 M (42.7 FT) N OF THE CENTERLINE
 AH8729'OF THE WEST BOUND LANES OF THE HIGHWAY.  THE MARK IS A STANDARD NGS
 AH8729'CALIBRATION DISK STAMPED BRCL 80 AND IS SET IN A 50 CM X 50 CM
 AH8729'SQUARE CONCRETE MONUMENT.
 AH8729
 AH8729                          STATION RECOVERY (2001)
 AH8729
 AH8729'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 AH8729'RECOVERED IN GOOD CONDITION.
 AH8729
 AH8729                          STATION RECOVERY (2004)
 AH8729
 AH8729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8730 ***********************************************************************
 AH8730  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8730  DESIGNATION -  BRCL 090
 AH8730  PID         -  AH8730
 AH8730  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH8730  USGS QUAD   -  MASSIES CORNER (1994)
 AH8730
 AH8730                         *CURRENT SURVEY CONTROL
 AH8730  ___________________________________________________________________
 AH8730* NAD 83(1993)-  38 42 32.64077(N)    078 03 13.94591(W)     ADJUSTED  
 AH8730* NAVD 88     -       156.57   (meters)     513.7    (feet)  GPS OBS   
 AH8730  ___________________________________________________________________
 AH8730  X           -   1,031,582.372 (meters)                     COMP
 AH8730  Y           -  -4,875,752.100 (meters)                     COMP
 AH8730  Z           -   3,967,243.246 (meters)                     COMP
 AH8730  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AH8730  ELLIP HEIGHT-         123.79  (meters)          (05/15/02) GPS OBS
 AH8730  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AH8730
 AH8730  HORZ ORDER  -  FIRST
 AH8730  ELLP ORDER  -  FIFTH     CLASS II
 AH8730
 AH8730.The horizontal coordinates were established by GPS observations
 AH8730.and adjusted by the National Geodetic Survey in April 1999..
 AH8730
 AH8730.The orthometric height was determined by GPS observations and a
 AH8730.high-resolution geoid model using precise GPS observation and
 AH8730.processing techniques.
 AH8730
 AH8730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8730
 AH8730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8730
 AH8730.The ellipsoidal height was determined by GPS observations
 AH8730.and is referenced to NAD 83.
 AH8730
 AH8730.The geoid height was determined by GEOID03.
 AH8730
 AH8730;                    North         East     Units Scale Factor Converg.
 AH8730;SPC VA N     - 2,115,799.589 3,538,801.960   MT  0.99994966   +0 16 42.4
 AH8730;SPC VA N     - 6,941,585.82 11,610,219.43   sFT  0.99994966   +0 16 42.4
 AH8730;UTM  17      - 4,288,613.074   756,176.486   MT  1.00040822   +1 50 36.3
 AH8730;UTM  18      - 4,288,920.201   234,452.539   MT  1.00046844   -1 54 39.3
 AH8730
 AH8730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8730!SPC VA N     -   0.99998058  x   0.99994966  =   0.99993024
 AH8730!UTM  17      -   0.99998058  x   1.00040822  =   1.00038879
 AH8730!UTM  18      -   0.99998058  x   1.00046844  =   1.00044901
 AH8730
 AH8730                          SUPERSEDED SURVEY CONTROL
 AH8730
 AH8730  ELLIP H (04/22/99)  123.81   (m)                       GP(       ) 3 1
 AH8730
 AH8730.Superseded values are not recommended for survey control.
 AH8730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8730.See file dsdata.txt to determine how the superseded data were derived.
 AH8730
 AH8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5617688613(NAD 83)
 AH8730_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8730_STAMPING: GRAVITY BRCL 90 1982
 AH8730_MARK LOGO: NGS   
 AH8730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8730+STABILITY: SURFACE MOTION
 AH8730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8730+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AH8730
 AH8730  HISTORY     - Date     Condition        Report By
 AH8730  HISTORY     - 1982     MONUMENTED       NGS
 AH8730  HISTORY     - 20040611 GOOD             NGS
 AH8730
 AH8730                          STATION DESCRIPTION
 AH8730
 AH8730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8730'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 AH8730'GO WEST ON US211 FROM US29 14.9 MI (24.0 KM) TO THE CROSSOVER FOR
 AH8730'CEDARBREAK LANE.  -THE CROSSOVER IS ALSO 0.2 MI (0.3 KM) WEST OF THE
 AH8730'WEST INTERSECTION OF THE JUNCTION WITH VA678-.  THE MARK IS IN THE
 AH8730'EAST END OF THE WEST MEDIAN AT THE CROSSOVER.  THE MONUMENT IS 13 M
 AH8730'(42.7 FT) NORTH OF THE EAST BOUND LANES OF THE HIGHWAY, 12 M (39.4 FT)
 AH8730'SOUTH OF THE WEST BOUND LANES OF THE HIGHWAY AND 7.3 M (24.0 FT) WEST
 AH8730'OF A CULVERT UNDER CEDARBRAKE LANE.  THE MARK IS A STANDARD NGS
 AH8730'CALIBRATION DISK STAMPED BRCL 90 AND IS SET IN A 50 CM X 50 CM
 AH8730'SQUARE CONCRETE MONUMENT.
 AH8730
 AH8730                          STATION RECOVERY (2004)
 AH8730
 AH8730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 AH8730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3167 ***********************************************************************
 HW3167  HT_MOD      -  This is a Height Modernization Survey Station.
 HW3167  DESIGNATION -  BRCL 100
 HW3167  PID         -  HW3167
 HW3167  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3167  USGS QUAD   -  MASSIES CORNER (1994)
 HW3167
 HW3167                         *CURRENT SURVEY CONTROL
 HW3167  ___________________________________________________________________
 HW3167* NAD 83(1993)-  38 43 26.32340(N)    078 06 49.66098(W)     ADJUSTED  
 HW3167* NAVD 88     -       184.77   (meters)     606.2    (feet)  GPS OBS   
 HW3167  ___________________________________________________________________
 HW3167  X           -   1,026,273.933 (meters)                     COMP
 HW3167  Y           -  -4,875,836.573 (meters)                     COMP
 HW3167  Z           -   3,968,552.480 (meters)                     COMP
 HW3167  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HW3167  ELLIP HEIGHT-         151.94  (meters)          (05/15/02) GPS OBS
 HW3167  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HW3167
 HW3167  HORZ ORDER  -  FIRST
 HW3167  ELLP ORDER  -  FIFTH     CLASS II
 HW3167
 HW3167.The horizontal coordinates were established by GPS observations
 HW3167.and adjusted by the National Geodetic Survey in April 1999..
 HW3167
 HW3167.The orthometric height was determined by GPS observations and a
 HW3167.high-resolution geoid model using precise GPS observation and
 HW3167.processing techniques. It supersedes the leveled height previously
 HW3167.determined for this station.
 HW3167
 HW3167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3167
 HW3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3167
 HW3167.The ellipsoidal height was determined by GPS observations
 HW3167.and is referenced to NAD 83.
 HW3167
 HW3167.The geoid height was determined by GEOID03.
 HW3167
 HW3167;                    North         East     Units Scale Factor Converg.
 HW3167;SPC VA N     - 2,117,431.230 3,533,583.395   MT  0.99995011   +0 14 27.7
 HW3167;SPC VA N     - 6,946,938.96 11,593,098.19   sFT  0.99995011   +0 14 27.7
 HW3167;UTM  17      - 4,290,102.222   750,912.976   MT  1.00037534   +1 48 23.3
 HW3167
 HW3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3167!SPC VA N     -   0.99997616  x   0.99995011  =   0.99992627
 HW3167!UTM  17      -   0.99997616  x   1.00037534  =   1.00035149
 HW3167
 HW3167                          SUPERSEDED SURVEY CONTROL
 HW3167
 HW3167  ELLIP H (04/22/99)  151.96   (m)                       GP(       ) 3 1
 HW3167  NAVD 88 (06/15/91)  184.759  (m)          606.16   (f) ADJUSTED    1 2
 HW3167
 HW3167.Superseded values are not recommended for survey control.
 HW3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3167.See file dsdata.txt to determine how the superseded data were derived.
 HW3167
 HW3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5091390102(NAD 83)
 HW3167_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3167_SP_SET: CONCRETE POST
 HW3167_STAMPING: GRAVITY BRCL 100 1982
 HW3167_MARK LOGO: NGS   
 HW3167_PROJECTION: FLUSH
 HW3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3167+STABILITY: SURFACE MOTION
 HW3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3167+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 HW3167
 HW3167  HISTORY     - Date     Condition        Report By
 HW3167  HISTORY     - 1982     MONUMENTED       NGS
 HW3167  HISTORY     - 1983     GOOD             NGS
 HW3167  HISTORY     - 19980415 GOOD             NGS
 HW3167  HISTORY     - 20000428 GOOD             GEOMET
 HW3167  HISTORY     - 20020730 GOOD             GEOMET
 HW3167  HISTORY     - 20040611 GOOD             NGS
 HW3167
 HW3167                          STATION DESCRIPTION
 HW3167
 HW3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3167'IN MASSIES CORNER.
 HW3167'IN MASSIES CORNER, AT THE JUNCTION OF U.S. HIGHWAYS 211 AND 522, ALONG
 HW3167'THE EAST RIGHT-OF-WAY FENCE LINE, 45.26 METERS (148.5 FT) EAST OF THE
 HW3167'CENTERLINE OF HIGHWAY 522, 15.24 METERS (50.0 FT) NORTH OF THE
 HW3167'CENTERLINE OF THE SOUTHWEST BOUND LANE OF HIGHWAY 211, 0.50 METER
 HW3167'(1.6 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 HW3167'THE MARK IS 0.47 METERS  S FROM A WITNESS POST.
 HW3167'THE MARK IS 0.30 M BELOW HIGHWAY 211.
 HW3167
 HW3167                          STATION RECOVERY (1998)
 HW3167
 HW3167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3167'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 HW3167'GO WEST ON US211 FROM US29 18.5 MI (29.8 KM) TO US522 -MASSIES
 HW3167'CORNER-.  THE MARK IS NEAR THE FENCE LINE EAST OF A PARKING AREA IN
 HW3167'THE NORTH-EAST CORNER OF THE INTERSECTION.  THE MONUMENT IS 15.7 M
 HW3167'(51.5 FT) N OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 HW3167'1 M (3.3 FT) SOUTH OF THE FENCE LINE AND CARSONITE WITNESS POST, 7.9 M
 HW3167'(25.9 FT) EAST OF A FENCE CORNER.  THE MARK IS A STANDARD NGS
 HW3167'CALIBRATION DISK STAMPED BRCL 100 AND IS SET IN A 50 CM X 50 CM
 HW3167'SQUARE CONCRETE MONUMENT.
 HW3167
 HW3167                          STATION RECOVERY (2000)
 HW3167
 HW3167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CEN)
 HW3167'GOOD CONDITION.
 HW3167
 HW3167                          STATION RECOVERY (2002)
 HW3167
 HW3167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (CCG)
 HW3167'RECOVERED AS DESCRIBED
 HW3167
 HW3167                          STATION RECOVERY (2004)
 HW3167
 HW3167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 HW3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8731 ***********************************************************************
 AH8731  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8731  DESIGNATION -  BRCL 110
 AH8731  PID         -  AH8731
 AH8731  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH8731  USGS QUAD   -  WASHINGTON (1994)
 AH8731
 AH8731                         *CURRENT SURVEY CONTROL
 AH8731  ___________________________________________________________________
 AH8731* NAD 83(1993)-  38 41 43.13064(N)    078 10 05.53042(W)     ADJUSTED  
 AH8731* NAVD 88     -       209.04   (meters)     685.8    (feet)  GPS OBS   
 AH8731  ___________________________________________________________________
 AH8731  X           -   1,022,055.290 (meters)                     COMP
 AH8731  Y           -  -4,878,775.235 (meters)                     COMP
 AH8731  Z           -   3,966,084.569 (meters)                     COMP
 AH8731  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AH8731  ELLIP HEIGHT-         176.24  (meters)          (05/15/02) GPS OBS
 AH8731  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AH8731
 AH8731  HORZ ORDER  -  FIRST
 AH8731  ELLP ORDER  -  FIFTH     CLASS II
 AH8731
 AH8731.The horizontal coordinates were established by GPS observations
 AH8731.and adjusted by the National Geodetic Survey in April 1999..
 AH8731
 AH8731.The orthometric height was determined by GPS observations and a
 AH8731.high-resolution geoid model using precise GPS observation and
 AH8731.processing techniques.
 AH8731
 AH8731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8731
 AH8731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8731
 AH8731.The ellipsoidal height was determined by GPS observations
 AH8731.and is referenced to NAD 83.
 AH8731
 AH8731.The geoid height was determined by GEOID03.
 AH8731
 AH8731;                    North         East     Units Scale Factor Converg.
 AH8731;SPC VA N     - 2,114,230.848 3,528,863.725   MT  0.99994930   +0 12 25.5
 AH8731;SPC VA N     - 6,936,439.04 11,577,613.74   sFT  0.99994930   +0 12 25.5
 AH8731;UTM  17      - 4,286,772.780   746,280.556   MT  1.00034698   +1 46 16.6
 AH8731
 AH8731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8731!SPC VA N     -   0.99997235  x   0.99994930  =   0.99992165
 AH8731!UTM  17      -   0.99997235  x   1.00034698  =   1.00031932
 AH8731
 AH8731                          SUPERSEDED SURVEY CONTROL
 AH8731
 AH8731  ELLIP H (04/22/99)  176.27   (m)                       GP(       ) 3 1
 AH8731
 AH8731.Superseded values are not recommended for survey control.
 AH8731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8731.See file dsdata.txt to determine how the superseded data were derived.
 AH8731
 AH8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC4628186773(NAD 83)
 AH8731_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8731_STAMPING: GRAVITY BRCL 110 1982
 AH8731_MARK LOGO: NGS   
 AH8731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8731+STABILITY: SURFACE MOTION
 AH8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8731+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AH8731
 AH8731  HISTORY     - Date     Condition        Report By
 AH8731  HISTORY     - 1982     MONUMENTED       NGS
 AH8731
 AH8731                          STATION DESCRIPTION
 AH8731
 AH8731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8731'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 AH8731'GO WEST ON US211 FROM US29 22.3 MI (35.9 KM) TO THE MARK ON THE RIGHT
 AH8731'AT AN OLD WOODS ROAD.  -THE MARK IS ALSO 1.1 MI (1.8 KM) WEST OF THE
 AH8731'JUNCTION WITH COUNTY ROAD 626-.  THE MONUMENT IS 11 M (36.1 FT) NORTH
 AH8731'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 1.6 M (5.2
 AH8731'FT) SOUTH OF THE FENCE LINE AND CARSONITE WITNESS POST, AND JUST NE OF
 AH8731'A HIGHWAY SIGN -LEE HIGHWAY ZACHARY TAYLOR HIGHWAY-.  THE MARK IS A
 AH8731'STANDARD NGS CALIBRATION DISK STAMPED BRCL 110 AND IS SET IN A
 AH8731'50 CM X 50 CM SQUARE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8732 ***********************************************************************
 AH8732  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8732  DESIGNATION -  BRCL 120
 AH8732  PID         -  AH8732
 AH8732  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH8732  USGS QUAD   -  WASHINGTON (1994)
 AH8732
 AH8732                         *CURRENT SURVEY CONTROL
 AH8732  ___________________________________________________________________
 AH8732* NAD 83(1993)-  38 39 24.04484(N)    078 14 15.11206(W)     ADJUSTED  
 AH8732* NAVD 88     -       229.37   (meters)     752.5    (feet)  GPS OBS   
 AH8732  ___________________________________________________________________
 AH8732  X           -   1,016,700.824 (meters)                     COMP
 AH8732  Y           -  -4,882,647.914 (meters)                     COMP
 AH8732  Z           -   3,962,748.963 (meters)                     COMP
 AH8732  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AH8732  ELLIP HEIGHT-         196.65  (meters)          (05/15/02) GPS OBS
 AH8732  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AH8732
 AH8732  HORZ ORDER  -  FIRST
 AH8732  ELLP ORDER  -  FIFTH     CLASS II
 AH8732
 AH8732.The horizontal coordinates were established by GPS observations
 AH8732.and adjusted by the National Geodetic Survey in April 1999..
 AH8732
 AH8732.The orthometric height was determined by GPS observations and a
 AH8732.high-resolution geoid model using precise GPS observation and
 AH8732.processing techniques.
 AH8732
 AH8732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8732
 AH8732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8732
 AH8732.The ellipsoidal height was determined by GPS observations
 AH8732.and is referenced to NAD 83.
 AH8732
 AH8732.The geoid height was determined by GEOID03.
 AH8732
 AH8732;                    North         East     Units Scale Factor Converg.
 AH8732;SPC VA N     - 2,109,922.726 3,522,844.997   MT  0.99994862   +0 09 49.7
 AH8732;SPC VA N     - 6,922,304.81 11,557,867.29   sFT  0.99994862   +0 09 49.7
 AH8732;UTM  17      - 4,282,300.354   740,379.362   MT  1.00031161   +1 43 35.1
 AH8732
 AH8732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8732!SPC VA N     -   0.99996915  x   0.99994862  =   0.99991777
 AH8732!UTM  17      -   0.99996915  x   1.00031161  =   1.00028075
 AH8732
 AH8732                          SUPERSEDED SURVEY CONTROL
 AH8732
 AH8732  ELLIP H (04/22/99)  196.68   (m)                       GP(       ) 3 1
 AH8732
 AH8732.Superseded values are not recommended for survey control.
 AH8732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8732.See file dsdata.txt to determine how the superseded data were derived.
 AH8732
 AH8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC4037982300(NAD 83)
 AH8732_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH8732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8732_STAMPING: GRAVITY BRCL 120 1982
 AH8732_MARK LOGO: NGS   
 AH8732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8732+STABILITY: SURFACE MOTION
 AH8732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8732+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AH8732
 AH8732  HISTORY     - Date     Condition        Report By
 AH8732  HISTORY     - 1982     MONUMENTED       NGS
 AH8732
 AH8732                          STATION DESCRIPTION
 AH8732
 AH8732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 AH8732'FROM THE US29 AND US211 BUSINESS INTERSECTION IN WARRENTON VIRGINIA,
 AH8732'GO WEST ON US211 FROM US29 26.5 MI (42.6 KM) TO THE US211 AND US522
 AH8732'INTERSECTION IN SPERRYVILLE VIRGINIA, CONTINUE ON US211 0.6 MI (1.0
 AH8732'KM) TO THE MARK ON THE RIGHT.  THE MONUMENT IS 9.3 M (30.5 FT) NORTH
 AH8732'OF THE CENTERLINE OF THE HIGHWAY, AT THE BASE OF A DIRT BANK, 5.4 M
 AH8732'(17.7 FT) SW OF POWER POLE NO 23, AND 1.3 M (4.3 FT) SOUTH OF A
 AH8732'CARSONITE WITNESS POST.  THE MARK IS A STANDARD NGS CALIBRATION DISK
 AH8732'STAMPED BRCL 120 AND IS SET IN A 50 CM X 50 CM SQUARE CONCRETE
 AH8732'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3657 ***********************************************************************
 HW3657  DESIGNATION -  BRCL 130
 HW3657  PID         -  HW3657
 HW3657  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3657  USGS QUAD   -  THORNTON GAP (1994)
 HW3657
 HW3657                         *CURRENT SURVEY CONTROL
 HW3657  ___________________________________________________________________
 HW3657* NAD 83(1993)-  38 39 01.85560(N)    078 15 21.16446(W)     ADJUSTED  
 HW3657* NAVD 88     -       257.006  (meters)     843.19   (feet)  ADJUSTED  
 HW3657  ___________________________________________________________________
 HW3657  X           -   1,015,228.587 (meters)                     COMP
 HW3657  Y           -  -4,883,412.847 (meters)                     COMP
 HW3657  Z           -   3,962,231.900 (meters)                     COMP
 HW3657  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 HW3657  ELLIP HEIGHT-         224.33  (meters)          (05/15/02) GPS OBS
 HW3657  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW3657  DYNAMIC HT  -         256.832 (meters)     842.62  (feet)  COMP
 HW3657  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HW3657
 HW3657  HORZ ORDER  -  FIRST
 HW3657  VERT ORDER  -  SECOND    CLASS II
 HW3657  ELLP ORDER  -  FIFTH     CLASS II
 HW3657
 HW3657.The horizontal coordinates were established by GPS observations
 HW3657.and adjusted by the National Geodetic Survey in April 1999..
 HW3657
 HW3657.The orthometric height was determined by differential leveling
 HW3657.and adjusted by the National Geodetic Survey in May 1999..
 HW3657
 HW3657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3657
 HW3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3657
 HW3657.The ellipsoidal height was determined by GPS observations
 HW3657.and is referenced to NAD 83.
 HW3657
 HW3657.The geoid height was determined by GEOID03.
 HW3657
 HW3657.The dynamic height is computed by dividing the NAVD 88
 HW3657.geopotential number by the normal gravity value computed on the
 HW3657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3657.degrees latitude (g = 980.6199 gals.).
 HW3657
 HW3657.The modeled gravity was interpolated from observed gravity values.
 HW3657
 HW3657;                    North         East     Units Scale Factor Converg.
 HW3657;SPC VA N     - 2,109,234.134 3,521,249.841   MT  0.99994855   +0 09 08.5
 HW3657;SPC VA N     - 6,920,045.65 11,552,633.85   sFT  0.99994855   +0 09 08.5
 HW3657;UTM  17      - 4,281,568.261   738,803.010   MT  1.00030231   +1 42 52.9
 HW3657
 HW3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3657!SPC VA N     -   0.99996480  x   0.99994855  =   0.99991336
 HW3657!UTM  17      -   0.99996480  x   1.00030231  =   1.00026710
 HW3657
 HW3657                          SUPERSEDED SURVEY CONTROL
 HW3657
 HW3657  ELLIP H (04/22/99)  224.36   (m)                       GP(       ) 3 1
 HW3657
 HW3657.Superseded values are not recommended for survey control.
 HW3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3657.See file dsdata.txt to determine how the superseded data were derived.
 HW3657
 HW3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3880381568(NAD 83)
 HW3657_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3657_SP_SET: CONCRETE POST
 HW3657_STAMPING: GRAVITY BRCL 130 1982
 HW3657_MARK LOGO: NGS   
 HW3657_PROJECTION: FLUSH
 HW3657_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3657+STABILITY: SURFACE MOTION
 HW3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3657+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1998
 HW3657
 HW3657  HISTORY     - Date     Condition        Report By
 HW3657  HISTORY     - 1982     MONUMENTED       NGS
 HW3657  HISTORY     - 19920518 GOOD             NGS
 HW3657  HISTORY     - 19981002 GOOD             NGS
 HW3657  HISTORY     - 19981002 GOOD             NGS
 HW3657  HISTORY     - 20000229 GOOD             GEOMET
 HW3657
 HW3657                          STATION DESCRIPTION
 HW3657
 HW3657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3657'1.8 MI (2.9 KM) WEST ALONG US HIGHWAY 211 FROM THE JUNCTION WITH
 HW3657'522S, 16.46 METERS (54.00 FT) EAST FROM THE NORTH CORNER OF A WOODEN
 HW3657'BRIDGE, 14.02 METERS (46.00 FT) NORTHEAST FROM A POWER POLE WITH
 HW3657'TRANSFORMER, 12.19 METERS (39.99 FT) SOUTHEAST OF THE CENTERLINE OF
 HW3657'HIGHWAY 211, 10.67 METERS (35.01 FT) SOUTHWEST OF 61 CM IN DIAMETER
 HW3657'PIPE CULVERT.
 HW3657
 HW3657                          STATION RECOVERY (1998)
 HW3657
 HW3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3657'RECOVERED AS DESCRIBED.
 HW3657
 HW3657                          STATION RECOVERY (1998)
 HW3657
 HW3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3657'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3657'ON US211 1.7 MI (2.7 KM) TO THE MARK NEAR THE FENCE LINE ON THE SOUTH
 HW3657'-LEFT- SIDE OF THE ROAD.  -THE MARK IS ALSO ACROSS THE ROAD FROM, AND
 HW3657'TO THE EAST OF THE EMPORIUM STORE-.  THE MONUMENT IS 11.8 M (38.7 FT)
 HW3657'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF THE
 HW3657'FENCE LINE, 1.3 M (4.3 FT) NORTHWEST OF A CARSONITE WITNESS POST, 4.4
 HW3657'M (14.4 FT) EAST OF A FENCE CORNER, 13 M (42.7 FT) EAST OF POWER POLE
 HW3657'NO L15733 AND 10.5 M (34.4 FT) SOUTHWEST OF A SMALL CONCRETE CULVERT.
 HW3657'THE MARK IS A STANDARD NGS CALIBRATION DISK STAMPED BRCL 130 AND
 HW3657'SET IN A 50 CM X 50 CM SQUARE CONCRETE MONUMENT.
 HW3657
 HW3657                          STATION RECOVERY (2000)
 HW3657
 HW3657'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HW3657'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3658 ***********************************************************************
 HW3658  DESIGNATION -  BRCL 140
 HW3658  PID         -  HW3658
 HW3658  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3658  USGS QUAD   -  THORNTON GAP (1994)
 HW3658
 HW3658                         *CURRENT SURVEY CONTROL
 HW3658  ___________________________________________________________________
 HW3658* NAD 83(1993)-  38 39 16.72881(N)    078 16 25.75976(W)     ADJUSTED  
 HW3658* NAVD 88     -       302.975  (meters)     994.01   (feet)  ADJUSTED  
 HW3658  ___________________________________________________________________
 HW3658  X           -   1,013,648.295 (meters)                     COMP
 HW3658  Y           -  -4,883,485.228 (meters)                     COMP
 HW3658  Z           -   3,962,618.809 (meters)                     COMP
 HW3658  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 HW3658  ELLIP HEIGHT-         270.33  (meters)          (05/15/02) GPS OBS
 HW3658  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW3658  DYNAMIC HT  -         302.767 (meters)     993.33  (feet)  COMP
 HW3658  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 HW3658
 HW3658  HORZ ORDER  -  FIRST
 HW3658  VERT ORDER  -  SECOND    CLASS II
 HW3658  ELLP ORDER  -  FIFTH     CLASS II
 HW3658
 HW3658.The horizontal coordinates were established by GPS observations
 HW3658.and adjusted by the National Geodetic Survey in April 1999..
 HW3658
 HW3658.The orthometric height was determined by differential leveling
 HW3658.and adjusted by the National Geodetic Survey in May 1999..
 HW3658
 HW3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3658
 HW3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3658
 HW3658.The ellipsoidal height was determined by GPS observations
 HW3658.and is referenced to NAD 83.
 HW3658
 HW3658.The geoid height was determined by GEOID03.
 HW3658
 HW3658.The dynamic height is computed by dividing the NAVD 88
 HW3658.geopotential number by the normal gravity value computed on the
 HW3658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3658.degrees latitude (g = 980.6199 gals.).
 HW3658
 HW3658.The modeled gravity was interpolated from observed gravity values.
 HW3658
 HW3658;                    North         East     Units Scale Factor Converg.
 HW3658;SPC VA N     - 2,109,688.736 3,519,686.829   MT  0.99994859   +0 08 28.2
 HW3658;SPC VA N     - 6,921,537.13 11,547,505.87   sFT  0.99994859   +0 08 28.2
 HW3658;UTM  17      - 4,281,980.221   737,227.635   MT  1.00029307   +1 42 13.1
 HW3658
 HW3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3658!SPC VA N     -   0.99995759  x   0.99994859  =   0.99990618
 HW3658!UTM  17      -   0.99995759  x   1.00029307  =   1.00025064
 HW3658
 HW3658:                Primary Azimuth Mark                     Grid Az
 HW3658:SPC VA N     -  BRCL 150                                 301 13 40.6
 HW3658:UTM  17      -  BRCL 150                                 299 39 55.7
 HW3658
 HW3658|---------------------------------------------------------------------|
 HW3658| PID    Reference Object                     Distance      Geod. Az  |
 HW3658|                                                           dddmmss.s |
 HW3658| HW3659 BRCL 150                            APPROX. 1.1 KM 3012208.8 |
 HW3658|---------------------------------------------------------------------|
 HW3658
 HW3658                          SUPERSEDED SURVEY CONTROL
 HW3658
 HW3658  ELLIP H (04/22/99)  270.36   (m)                       GP(       ) 3 1
 HW3658
 HW3658.Superseded values are not recommended for survey control.
 HW3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3658.See file dsdata.txt to determine how the superseded data were derived.
 HW3658
 HW3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3722881980(NAD 83)
 HW3658_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3658_SP_SET: CONCRETE POST
 HW3658_STAMPING: GRAVITY BRCL 140 1982
 HW3658_MARK LOGO: NGS   
 HW3658_PROJECTION: FLUSH
 HW3658_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3658+STABILITY: SURFACE MOTION
 HW3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3658+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 HW3658
 HW3658  HISTORY     - Date     Condition        Report By
 HW3658  HISTORY     - 1982     MONUMENTED       NGS
 HW3658  HISTORY     - 19920518 GOOD             NGS
 HW3658  HISTORY     - 19980415 GOOD             NGS
 HW3658  HISTORY     - 19981002 GOOD             NGS
 HW3658
 HW3658                          STATION DESCRIPTION
 HW3658
 HW3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3658'2.9 MI (4.7 KM) WEST ALONG US HIGHWAY 211 FROM THE JUNCTION WITH US
 HW3658'HIGHWAY 522S, 0.2 KM (0.10 MI) EAST OF THE SHENANDOAH NATIONAL PARK
 HW3658'BOUNDARY SIGN, 29.57 METERS (97.01 FT) EAST OF A CULVERT, 19.81
 HW3658'METERS (64.99 FT) NORTHWEST OF A (MAXIMUM SAFE SPEED 30 MPH) SIGN,
 HW3658'11.43 METERS (37.50 FT) NORTH OF THE CENTERLINE OF HIGHWAY 211.  A
 HW3658'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 CENTIMETERS ABOVE
 HW3658'HIGHWAY, AND 0.46 METERS (1.51 FT) SOUTH-SOUTHWEST FROM A WITNESS
 HW3658'POST.
 HW3658
 HW3658                          STATION RECOVERY (1998)
 HW3658
 HW3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3658'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3658'ON US211 2.8 MI (4.5 KM) TO THE MARK ON THE NORTH -RIGHT-SIDE OF THE
 HW3658'ROAD.  -THE MARK IS ALSO 0.1 MI (0.2 KM) EAST OF A SHENANDOAH NATIONAL
 HW3658'PARK BOUNDARY SIGN-.  THE MONUMENT IS 0.3 M (1.0 FT) SOUTH OF A
 HW3658'CARSONITE WITNESS POST AND 11 M (36.1 FT) NORTH OF THE CENTERLINE OF
 HW3658'THE HIGHWAY.  THE MARK IS A STANDARD NGS CALIBRATION DISK
 HW3658'STAMPED BRCL 140 AND IS SET IN A 50 CM X 50 CM SQUARE CONCRETE
 HW3658
 HW3658                          STATION RECOVERY (1998)
 HW3658
 HW3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3659 ***********************************************************************
 HW3659  DESIGNATION -  BRCL 150
 HW3659  PID         -  HW3659
 HW3659  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3659  USGS QUAD   -  THORNTON GAP (1994)
 HW3659
 HW3659                         *CURRENT SURVEY CONTROL
 HW3659  ___________________________________________________________________
 HW3659* NAD 83(1993)-  38 39 35.84432(N)    078 17 05.75246(W)     ADJUSTED  
 HW3659* NAVD 88     -       346.585  (meters)    1137.09   (feet)  ADJUSTED  
 HW3659  ___________________________________________________________________
 HW3659  X           -   1,012,633.571 (meters)                     COMP
 HW3659  Y           -  -4,883,354.492 (meters)                     COMP
 HW3659  Z           -   3,963,106.383 (meters)                     COMP
 HW3659  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 HW3659  ELLIP HEIGHT-         313.97  (meters)          (05/15/02) GPS OBS
 HW3659  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3659  DYNAMIC HT  -         346.346 (meters)    1136.30  (feet)  COMP
 HW3659  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 HW3659
 HW3659  HORZ ORDER  -  FIRST
 HW3659  VERT ORDER  -  SECOND    CLASS II
 HW3659  ELLP ORDER  -  FIFTH     CLASS II
 HW3659
 HW3659.The horizontal coordinates were established by GPS observations
 HW3659.and adjusted by the National Geodetic Survey in April 1999..
 HW3659
 HW3659.The orthometric height was determined by differential leveling
 HW3659.and adjusted by the National Geodetic Survey in May 1999..
 HW3659
 HW3659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3659
 HW3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3659
 HW3659.The ellipsoidal height was determined by GPS observations
 HW3659.and is referenced to NAD 83.
 HW3659
 HW3659.The geoid height was determined by GEOID03.
 HW3659
 HW3659.The dynamic height is computed by dividing the NAVD 88
 HW3659.geopotential number by the normal gravity value computed on the
 HW3659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3659.degrees latitude (g = 980.6199 gals.).
 HW3659
 HW3659.The modeled gravity was interpolated from observed gravity values.
 HW3659
 HW3659;                    North         East     Units Scale Factor Converg.
 HW3659;SPC VA N     - 2,110,275.822 3,518,718.500   MT  0.99994866   +0 08 03.2
 HW3659;SPC VA N     - 6,923,463.26 11,544,328.95   sFT  0.99994866   +0 08 03.2
 HW3659;UTM  17      - 4,282,540.876   736,243.321   MT  1.00028733   +1 41 48.8
 HW3659
 HW3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3659!SPC VA N     -   0.99995074  x   0.99994866  =   0.99989940
 HW3659!UTM  17      -   0.99995074  x   1.00028733  =   1.00023806
 HW3659
 HW3659:                Primary Azimuth Mark                     Grid Az
 HW3659:SPC VA N     -  BRCL 160                                 319 13 03.5
 HW3659:UTM  17      -  BRCL 160                                 317 39 17.9
 HW3659
 HW3659|---------------------------------------------------------------------|
 HW3659| PID    Reference Object                     Distance      Geod. Az  |
 HW3659|                                                           dddmmss.s |
 HW3659| HW3660 BRCL 160                            APPROX. 0.7 KM 3192106.7 |
 HW3659|---------------------------------------------------------------------|
 HW3659
 HW3659                          SUPERSEDED SURVEY CONTROL
 HW3659
 HW3659  ELLIP H (04/22/99)  314.00   (m)                       GP(       ) 3 1
 HW3659
 HW3659.Superseded values are not recommended for survey control.
 HW3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3659.See file dsdata.txt to determine how the superseded data were derived.
 HW3659
 HW3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3624382541(NAD 83)
 HW3659_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3659_SP_SET: CONCRETE POST
 HW3659_STAMPING: GRAVITY BRCL 150 1982
 HW3659_MARK LOGO: NGS   
 HW3659_PROJECTION: FLUSH
 HW3659_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3659+STABILITY: SURFACE MOTION
 HW3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3659+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 HW3659
 HW3659  HISTORY     - Date     Condition        Report By
 HW3659  HISTORY     - 1982     MONUMENTED       NGS
 HW3659  HISTORY     - 19920518 GOOD             NGS
 HW3659  HISTORY     - 19980415 GOOD             NGS
 HW3659  HISTORY     - 19981002 GOOD             NGS
 HW3659
 HW3659                          STATION DESCRIPTION
 HW3659
 HW3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3659'3.65 MI (5.87 KM) WEST ALONG US HIGHWAY 211 FROM THE JUNCTION WITH US
 HW3659'HIGHWAY 522S, 0.2 KM (0.10 MI) EAST OF A TURNOUT, 0.2 KM (0.10 MI)
 HW3659'WEST FROM A (MAXIMUM SAFE SPEED 30 MPH) SIGN, 29.87 METERS (98.00 FT)
 HW3659'WEST OF A CULVERT, 7.62 METERS (25.00 FT) NORTH OF THE CENTERLINE OF
 HW3659'HIGHWAY 211, 1.68 METERS (5.51 FT) NORTH OF THE APPROXIMATE CENTER OF
 HW3659'A DITCH THAT RUNS ALONG THE HIGHWAY, IN THE TOP OF A CONCRETE POST
 HW3659'PROJECTING 6 CENTIMETERS, AND 0.73 METERS (2.40 FT) SOUTH-SOUTHWEST
 HW3659'FROM A WITNESS POST.
 HW3659
 HW3659                          STATION RECOVERY (1998)
 HW3659
 HW3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3659'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3659'ON US211 3.5 MI (5.6 KM) TO THE MARK ON THE NORTH -RIGHT- SIDE OF THE
 HW3659'ROAD.  -THE MARK IS ALSO 0.1 MI (0.2 KM) EAST OF A TURNOUT ON THE
 HW3659'NORTH SIDE OF THE ROAD-.  THE MONUMENT IS 7.6 M (24.9 FT) NORTH OF THE
 HW3659'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A CARSONITE WITNESS POST.  THE MARK
 HW3659'IS A STANDARD NGS CALIBRATION DISK STAMPED BRCL 150 AND IS SET IN A
 HW3659'50 CM X 50 CM SQUARE CONCRETE MONUMENT.  PARKING AREA IS ABOUT 50
 HW3659'YARDS WEST OF THE STATION.
 HW3659
 HW3659                          STATION RECOVERY (1998)
 HW3659
 HW3659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3660 ***********************************************************************
 HW3660  DESIGNATION -  BRCL 160
 HW3660  PID         -  HW3660
 HW3660  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3660  USGS QUAD   -  THORNTON GAP (1994)
 HW3660
 HW3660                         *CURRENT SURVEY CONTROL
 HW3660  ___________________________________________________________________
 HW3660* NAD 83(1993)-  38 39 53.34463(N)    078 17 24.91705(W)     ADJUSTED  
 HW3660* NAVD 88     -       399.755  (meters)    1311.53   (feet)  ADJUSTED  
 HW3660  ___________________________________________________________________
 HW3660  X           -   1,012,119.851 (meters)                     COMP
 HW3660  Y           -  -4,883,159.120 (meters)                     COMP
 HW3660  Z           -   3,963,561.025 (meters)                     COMP
 HW3660  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 HW3660  ELLIP HEIGHT-         367.19  (meters)          (05/15/02) GPS OBS
 HW3660  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3660  DYNAMIC HT  -         399.476 (meters)    1310.61  (feet)  COMP
 HW3660  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 HW3660
 HW3660  HORZ ORDER  -  FIRST
 HW3660  VERT ORDER  -  SECOND    CLASS II
 HW3660  ELLP ORDER  -  FIFTH     CLASS II
 HW3660
 HW3660.The horizontal coordinates were established by GPS observations
 HW3660.and adjusted by the National Geodetic Survey in April 1999..
 HW3660
 HW3660.The orthometric height was determined by differential leveling
 HW3660.and adjusted by the National Geodetic Survey in May 1999..
 HW3660.WARNING-Repeat measurements at this control monument indicate possible
 HW3660.vertical movement.
 HW3660
 HW3660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3660
 HW3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3660
 HW3660.The ellipsoidal height was determined by GPS observations
 HW3660.and is referenced to NAD 83.
 HW3660
 HW3660.The geoid height was determined by GEOID03.
 HW3660
 HW3660.The dynamic height is computed by dividing the NAVD 88
 HW3660.geopotential number by the normal gravity value computed on the
 HW3660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3660.degrees latitude (g = 980.6199 gals.).
 HW3660
 HW3660.The modeled gravity was interpolated from observed gravity values.
 HW3660
 HW3660;                    North         East     Units Scale Factor Converg.
 HW3660;SPC VA N     - 2,110,814.358 3,518,253.938   MT  0.99994873   +0 07 51.3
 HW3660;SPC VA N     - 6,925,230.11 11,542,804.79   sFT  0.99994873   +0 07 51.3
 HW3660;UTM  17      - 4,283,066.719   735,764.083   MT  1.00028455   +1 41 37.4
 HW3660
 HW3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3660!SPC VA N     -   0.99994239  x   0.99994873  =   0.99989112
 HW3660!UTM  17      -   0.99994239  x   1.00028455  =   1.00022692
 HW3660
 HW3660:                Primary Azimuth Mark                     Grid Az
 HW3660:SPC VA N     -  BRCL 150                                 139 13 03.4
 HW3660:UTM  17      -  BRCL 150                                 137 39 17.3
 HW3660
 HW3660|---------------------------------------------------------------------|
 HW3660| PID    Reference Object                     Distance      Geod. Az  |
 HW3660|                                                           dddmmss.s |
 HW3660| HW3659 BRCL 150                            APPROX. 0.7 KM 1392054.7 |
 HW3660|---------------------------------------------------------------------|
 HW3660
 HW3660                          SUPERSEDED SURVEY CONTROL
 HW3660
 HW3660  ELLIP H (04/22/99)  367.19   (m)                       GP(       ) 3 1
 HW3660
 HW3660.Superseded values are not recommended for survey control.
 HW3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3660.See file dsdata.txt to determine how the superseded data were derived.
 HW3660
 HW3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3576483067(NAD 83)
 HW3660_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3660_SP_SET: CONCRETE POST
 HW3660_STAMPING: GRAVITY BRCL 160 1982
 HW3660_MARK LOGO: NGS   
 HW3660_PROJECTION: FLUSH
 HW3660_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3660+STABILITY: SURFACE MOTION
 HW3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3660+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 HW3660
 HW3660  HISTORY     - Date     Condition        Report By
 HW3660  HISTORY     - 1982     MONUMENTED       NGS
 HW3660  HISTORY     - 19920518 GOOD             NGS
 HW3660  HISTORY     - 19980415 GOOD             NGS
 HW3660  HISTORY     - 19981002 GOOD             NGS
 HW3660
 HW3660                          STATION DESCRIPTION
 HW3660
 HW3660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3660'4.1 MI (6.6 KM) WEST ALONG US HIGHWAY 211 FROM THE JUNCTION WITH US
 HW3660'HIGHWAY 522S, ABOUT 42.0 METERS (137.8 FT) NORTH OF A 46 CM IN
 HW3660'DIAMETER PIPE CULVERT, 30.33 METERS (99.51 FT) SOUTH OF THE SOUTH END
 HW3660'OF A GUARDRAIL, 5.94 METERS (19.49 FT) WEST FROM THE CENTER OF THE
 HW3660'DOUBLE LINE OF HIGHWAY 211, IN THE TOP OF A CONCRETE POST PROJECTING
 HW3660'6 CENTIMETERS, ABOUT LEVEL WITH HIGHWAY, 5.29 METERS (17.36 FT)
 HW3660'SOUTH-SOUTHWEST FROM A WITNESS POST.
 HW3660
 HW3660                          STATION RECOVERY (1998)
 HW3660
 HW3660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3660'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3660'ON US211 4.1 MI (6.6 KM) TO THE MARK ON THE SOUTH -LEFT- SIDE OF THE
 HW3660'ROAD.  -THE MARK IS ALSO ABOUT 42.0 M (137.8 FT) NORTHWEST OF A 46 CM
 HW3660'DIAMETER PIPE CULVERT-.  THE MONUMENT IS 5.7 M (18.7 FT) SOUTH OF THE
 HW3660'HIGHWAY AND 0.7 M (2.3 FT) NORTH OF A CARSONITE WITNESS POST.  THE
 HW3660'MARK IS A STANDARD NGS CALIBRATION GRAVITY DISK STAMPED BRCL 160 AND
 HW3660'IS SET IN A 50 CM X 50 CM SQUARE CONCRETE MONUMENT.
 HW3660
 HW3660                          STATION RECOVERY (1998)
 HW3660
 HW3660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3661 ***********************************************************************
 HW3661  DESIGNATION -  BRCL 170
 HW3661  PID         -  HW3661
 HW3661  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3661  USGS QUAD   -  THORNTON GAP (1994)
 HW3661
 HW3661                         *CURRENT SURVEY CONTROL
 HW3661  ___________________________________________________________________
 HW3661* NAD 83(1986)-  38 40 00.     (N)    078 17 29.     (W)     SCALED    
 HW3661* NAVD 88     -       452.760  (meters)    1485.43   (feet)  ADJUSTED  
 HW3661  ___________________________________________________________________
 HW3661  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW3661  DYNAMIC HT  -         452.444 (meters)    1484.39  (feet)  COMP
 HW3661  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HW3661
 HW3661  VERT ORDER  -  SECOND    CLASS II
 HW3661
 HW3661.The horizontal coordinates were scaled from a topographic map and have
 HW3661.an estimated accuracy of +/- 6 seconds.
 HW3661
 HW3661.The orthometric height was determined by differential leveling
 HW3661.and adjusted by the National Geodetic Survey in May 1999..
 HW3661
 HW3661.The geoid height was determined by GEOID03.
 HW3661
 HW3661.The dynamic height is computed by dividing the NAVD 88
 HW3661.geopotential number by the normal gravity value computed on the
 HW3661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3661.degrees latitude (g = 980.6199 gals.).
 HW3661
 HW3661.The modeled gravity was interpolated from observed gravity values.
 HW3661
 HW3661;                    North         East    Units  Estimated Accuracy
 HW3661;SPC VA N     - 2,111,020.    3,518,160.      MT  (+/- 180 meters Scaled)
 HW3661
 HW3661                          SUPERSEDED SURVEY CONTROL
 HW3661
 HW3661.No superseded survey control is available for this station.
 HW3661
 HW3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC356832(NAD 83)
 HW3661_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3661_SP_SET: CONCRETE POST
 HW3661_STAMPING: GRAVITY BRCL 170 1982
 HW3661_MARK LOGO: NGS   
 HW3661_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3661+STABILITY: SURFACE MOTION
 HW3661
 HW3661  HISTORY     - Date     Condition        Report By
 HW3661  HISTORY     - 1982     MONUMENTED       NGS
 HW3661  HISTORY     - 19920518 GOOD             NGS
 HW3661
 HW3661                          STATION DESCRIPTION
 HW3661
 HW3661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3661'4.8 MI (7.7 KM) WESTERLY ALONG US HIGHWAY 211 FROM THE JUNCTION WITH
 HW3661'US HIGHWAY 522S, 0.1 KM (0.05 MI) SOUTH OF A SIGN SHOWING, 18.9
 HW3661'METERS (62.0 FT) SOUTH OF THE 1ST WARNING ARROW ON THE EAST SIDE OF T
 HW3661'HIGHWAY AND SOUTH OF THE ABOVE MENTIONED SIGN, 5.33 METERS (17.49 FT)
 HW3661'EAST FROM T OF THE DOUBLE LINE OF HIGHWAY 211, 5.18 METERS (16.99 FT)
 HW3661'NORTH OF THE SECOND WARNING ARROW ON THE EAST SIDE OF THE HIGHWAY AND
 HW3661'SIDE OF THE SIGN, IN THE TOP OF A CONCRETE POST PROJECTING 6
 HW3661'CENTIMETERS, ABOUT LEVEL WITH HIGHWAY, 0.85 METERS (2.79 FT)
 HW3661'SOUTH-SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3662 ***********************************************************************
 HW3662  DESIGNATION -  BRCL 190
 HW3662  PID         -  HW3662
 HW3662  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3662  USGS QUAD   -  THORNTON GAP (1994)
 HW3662
 HW3662                         *CURRENT SURVEY CONTROL
 HW3662  ___________________________________________________________________
 HW3662* NAD 83(1993)-  38 39 42.45560(N)    078 18 30.46990(W)     ADJUSTED  
 HW3662* NAVD 88     -       576.413  (meters)    1891.12   (feet)  ADJUSTED  
 HW3662  ___________________________________________________________________
 HW3662  X           -   1,010,638.356 (meters)                     COMP
 HW3662  Y           -  -4,883,821.071 (meters)                     COMP
 HW3662  Z           -   3,963,409.210 (meters)                     COMP
 HW3662  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 HW3662  ELLIP HEIGHT-         543.88  (meters)          (05/15/02) GPS OBS
 HW3662  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HW3662  DYNAMIC HT  -         575.997 (meters)    1889.75  (feet)  COMP
 HW3662  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 HW3662
 HW3662  HORZ ORDER  -  FIRST
 HW3662  VERT ORDER  -  SECOND    CLASS II
 HW3662  ELLP ORDER  -  FIFTH     CLASS II
 HW3662
 HW3662.The horizontal coordinates were established by GPS observations
 HW3662.and adjusted by the National Geodetic Survey in April 1999..
 HW3662
 HW3662.The orthometric height was determined by differential leveling
 HW3662.and adjusted by the National Geodetic Survey in May 1999..
 HW3662.WARNING-Repeat measurements at this control monument indicate possible
 HW3662.vertical movement.
 HW3662
 HW3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3662
 HW3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3662
 HW3662.The ellipsoidal height was determined by GPS observations
 HW3662.and is referenced to NAD 83.
 HW3662
 HW3662.The geoid height was determined by GEOID03.
 HW3662
 HW3662.The dynamic height is computed by dividing the NAVD 88
 HW3662.geopotential number by the normal gravity value computed on the
 HW3662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3662.degrees latitude (g = 980.6199 gals.).
 HW3662
 HW3662.The modeled gravity was interpolated from observed gravity values.
 HW3662
 HW3662;                    North         East     Units Scale Factor Converg.
 HW3662;SPC VA N     - 2,110,475.140 3,516,669.918   MT  0.99994868   +0 07 10.3
 HW3662;SPC VA N     - 6,924,117.19 11,537,607.89   sFT  0.99994868   +0 07 10.3
 HW3662;UTM  17      - 4,282,684.301   734,189.381   MT  1.00027543   +1 40 56.0
 HW3662
 HW3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3662!SPC VA N     -   0.99991467  x   0.99994868  =   0.99986336
 HW3662!UTM  17      -   0.99991467  x   1.00027543  =   1.00019008
 HW3662
 HW3662:                Primary Azimuth Mark                     Grid Az
 HW3662:SPC VA N     -  BRCL 210                                 268 23 01.1
 HW3662:UTM  17      -  BRCL 210                                 266 49 15.4
 HW3662
 HW3662|---------------------------------------------------------------------|
 HW3662| PID    Reference Object                     Distance      Geod. Az  |
 HW3662|                                                           dddmmss.s |
 HW3662| HW3665 BRCL 210                            APPROX. 0.8 KM 2683011.4 |
 HW3662| HW3664 BRCL 200                            361.431 METERS 32902     |
 HW3662|---------------------------------------------------------------------|
 HW3662
 HW3662                          SUPERSEDED SURVEY CONTROL
 HW3662
 HW3662  ELLIP H (04/22/99)  543.87   (m)                       GP(       ) 3 1
 HW3662
 HW3662.Superseded values are not recommended for survey control.
 HW3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3662.See file dsdata.txt to determine how the superseded data were derived.
 HW3662
 HW3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3418982684(NAD 83)
 HW3662_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3662_SP_SET: CONCRETE POST
 HW3662_STAMPING: GRAVITY BRCL 190 1982
 HW3662_MARK LOGO: NGS   
 HW3662_PROJECTION: FLUSH
 HW3662_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3662+STABILITY: SURFACE MOTION
 HW3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3662+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 HW3662
 HW3662  HISTORY     - Date     Condition        Report By
 HW3662  HISTORY     - 1982     MONUMENTED       NGS
 HW3662  HISTORY     - 19920518 GOOD             NGS
 HW3662  HISTORY     - 19980415 GOOD             NGS
 HW3662  HISTORY     - 19981002 GOOD             NGS
 HW3662
 HW3662                          STATION DESCRIPTION
 HW3662
 HW3662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3662'2.0 KM (1.25 MI) EASTERLY ALONG US HIGHWAY 211 FROM THE JUNCTION WITH
 HW3662'SKYLINE DRIVE OVERPASS ACROSS HIGHWAY 211, OR 6.0 MI (9.7 KM)
 HW3662'WESTERLY ALONG U.S. HWY 211 FROM THE JUNCTION WITH U.S. HWY 522 IN
 HW3662'SPERRYVILLE, 16.76 METERS (54.99 FT) WEST AND ACROSS THE HIGHWAY FROM
 HW3662'THE SOUTH END OF A GUARDRAIL 10.97 METERS (35.99 FT) WEST OF THE
 HW3662'DOUBLE LINE AND IN THE MIDDLE OF AN (S) CURVE, IN THE TOP OF A
 HW3662'CONCRETE POST PROJECTING 6 CENTIMETERS, ABOUT LEVEL WITH HIGHWAY,
 HW3662'0.88 METERS (2.89 FT) NORTHEAST FROM A WITNESS POST.
 HW3662
 HW3662                          STATION RECOVERY (1998)
 HW3662
 HW3662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3662'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3662'ON US211 5.8 MI (9.3 KM) TO THE MARK ON THE NORTH -RIGHT- SIDE OF THE
 HW3662'ROAD.  THE MONUMENT IS 11 M (36.1 FT) NORTH OF THE CENTERLINE OF THE
 HW3662'HIGHWAY AND 1 M (3.3 FT) EAST OF A CARSONITE WITNESS POST.  THE MARK
 HW3662'IS A STANDARD NGS CALIBRATION DISK STAMPED BRCL 190 AND IS SET IN A
 HW3662'50 CM X 50 CM SQUARE CONCRETE MONUMENT.  THERE IS A PARKING SPACE
 HW3662'DOWNHILL FROM THE STATION.
 HW3662
 HW3662                          STATION RECOVERY (1998)
 HW3662
 HW3662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7246 ***********************************************************************
 AH7246  DESIGNATION -  BRCL 191
 AH7246  PID         -  AH7246
 AH7246  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7246  USGS QUAD   -  THORNTON GAP (1994)
 AH7246
 AH7246                         *CURRENT SURVEY CONTROL
 AH7246  ___________________________________________________________________
 AH7246* NAD 83(1986)-  38 39 36.     (N)    078 18 29.     (W)     SCALED    
 AH7246* NAVD 88     -       582.135  (meters)    1909.89   (feet)  ADJUSTED  
 AH7246  ___________________________________________________________________
 AH7246  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AH7246  DYNAMIC HT  -         581.713 (meters)    1908.50  (feet)  COMP
 AH7246  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 AH7246
 AH7246  VERT ORDER  -  SECOND    CLASS II
 AH7246
 AH7246.The horizontal coordinates were scaled from a topographic map and have
 AH7246.an estimated accuracy of +/- 6 seconds.
 AH7246
 AH7246.The orthometric height was determined by differential leveling
 AH7246.and adjusted by the National Geodetic Survey in May 1999..
 AH7246
 AH7246.The geoid height was determined by GEOID03.
 AH7246
 AH7246.The dynamic height is computed by dividing the NAVD 88
 AH7246.geopotential number by the normal gravity value computed on the
 AH7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7246.degrees latitude (g = 980.6199 gals.).
 AH7246
 AH7246.The modeled gravity was interpolated from observed gravity values.
 AH7246
 AH7246;                    North         East    Units  Estimated Accuracy
 AH7246;SPC VA N     - 2,110,280.    3,516,710.      MT  (+/- 180 meters Scaled)
 AH7246
 AH7246                          SUPERSEDED SURVEY CONTROL
 AH7246
 AH7246.No superseded survey control is available for this station.
 AH7246
 AH7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC342824(NAD 83)
 AH7246_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH7246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7246_STAMPING: GRAVITY BRCL 191 1982
 AH7246_MARK LOGO: NGS   
 AH7246_PROJECTION: FLUSH
 AH7246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7246+STABILITY: SURFACE MOTION
 AH7246
 AH7246  HISTORY     - Date     Condition        Report By
 AH7246  HISTORY     - 1982     MONUMENTED       NGS
 AH7246  HISTORY     - 19981002 GOOD             NGS
 AH7246
 AH7246                          STATION DESCRIPTION
 AH7246
 AH7246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7246'1.2 MILES (1.9 KM) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE
 AH7246'DRIVE OVERPASS ACROSS HIGHWAY 211, 54.0 FEET (16.5 M) NORTHEAST FROM
 AH7246'THE END OF A GUARDRAIL, 32.0 FEET (9.8 M) SOUTHWEST FROM THE SECOND
 AH7246'DIRECTIONAL ARROW, NORTHEAST FROM THE END OF THE GUARDRAIL, 22.5 FEET
 AH7246'(6.9 M) SOUTHEAST FROM THE CENTER OF THE DOUBLE LINE.  A DISK SET INTO
 AH7246'THE TOP OF A CONCRETE POST PROJECTING 6 CENTIMETERS.  ABOUT LEVEL WITH
 AH7246'HIGHWAY.  0.64 METERS (2.10 FT) NORTH-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7247 ***********************************************************************
 AH7247  DESIGNATION -  BRCL 193
 AH7247  PID         -  AH7247
 AH7247  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7247  USGS QUAD   -  THORNTON GAP (1994)
 AH7247
 AH7247                         *CURRENT SURVEY CONTROL
 AH7247  ___________________________________________________________________
 AH7247* NAD 83(1986)-  38 39 36.     (N)    078 18 35.     (W)     SCALED    
 AH7247* NAVD 88     -       590.482  (meters)    1937.27   (feet)  ADJUSTED  
 AH7247  ___________________________________________________________________
 AH7247  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AH7247  DYNAMIC HT  -         590.054 (meters)    1935.87  (feet)  COMP
 AH7247  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 AH7247
 AH7247  VERT ORDER  -  SECOND    CLASS II
 AH7247
 AH7247.The horizontal coordinates were scaled from a topographic map and have
 AH7247.an estimated accuracy of +/- 6 seconds.
 AH7247
 AH7247.The orthometric height was determined by differential leveling
 AH7247.and adjusted by the National Geodetic Survey in May 1999..
 AH7247
 AH7247.The geoid height was determined by GEOID03.
 AH7247
 AH7247.The dynamic height is computed by dividing the NAVD 88
 AH7247.geopotential number by the normal gravity value computed on the
 AH7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7247.degrees latitude (g = 980.6199 gals.).
 AH7247
 AH7247.The modeled gravity was interpolated from observed gravity values.
 AH7247
 AH7247;                    North         East    Units  Estimated Accuracy
 AH7247;SPC VA N     - 2,110,280.    3,516,560.      MT  (+/- 180 meters Scaled)
 AH7247
 AH7247                          SUPERSEDED SURVEY CONTROL
 AH7247
 AH7247.No superseded survey control is available for this station.
 AH7247
 AH7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC340824(NAD 83)
 AH7247_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH7247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7247_STAMPING: GRAVITY BRCL 193 1982
 AH7247_MARK LOGO: NGS   
 AH7247_PROJECTION: FLUSH
 AH7247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7247+STABILITY: SURFACE MOTION
 AH7247
 AH7247  HISTORY     - Date     Condition        Report By
 AH7247  HISTORY     - 1982     MONUMENTED       NGS
 AH7247  HISTORY     - 19981002 GOOD             NGS
 AH7247
 AH7247                          STATION DESCRIPTION
 AH7247
 AH7247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7247'1.1 MILES (1.8 KM) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE
 AH7247'DRIVE OVERPASS ACROSS HIGHWAY 211, 21.0 FEET (6.4 M) SOUTH FROM THE
 AH7247'CENTER OF DOUBLE LINE OF HIGHWAY 211, 13.0 FEET (4.0 M) FROM A (CURVE
 AH7247'AHEAD 30 MPH) SIGN, 4.5 FEET (1.4 M) SOUTH OF THE GUARDRAIL, 4.0 FEET
 AH7247'(1.2 M) EAST FROM THE SECOND GUARD RAIL SUPPORT WEST OF THE SIGN.  A
 AH7247'DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 6 CENTIMETERS.
 AH7247'ABOUT LEVEL WITH HIGHWAY.  1.49 METERS (4.89 FT) SOUTHEAST FROM A
 AH7247'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7248 ***********************************************************************
 AH7248  DESIGNATION -  BRCL 195
 AH7248  PID         -  AH7248
 AH7248  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7248  USGS QUAD   -  THORNTON GAP (1994)
 AH7248
 AH7248                         *CURRENT SURVEY CONTROL
 AH7248  ___________________________________________________________________
 AH7248* NAD 83(1986)-  38 39 42.     (N)    078 18 41.     (W)     SCALED    
 AH7248* NAVD 88     -       603.448  (meters)    1979.81   (feet)  ADJUSTED  
 AH7248  ___________________________________________________________________
 AH7248  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AH7248  DYNAMIC HT  -         603.011 (meters)    1978.38  (feet)  COMP
 AH7248  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 AH7248
 AH7248  VERT ORDER  -  SECOND    CLASS II
 AH7248
 AH7248.The horizontal coordinates were scaled from a topographic map and have
 AH7248.an estimated accuracy of +/- 6 seconds.
 AH7248
 AH7248.The orthometric height was determined by differential leveling
 AH7248.and adjusted by the National Geodetic Survey in May 1999..
 AH7248
 AH7248.The geoid height was determined by GEOID03.
 AH7248
 AH7248.The dynamic height is computed by dividing the NAVD 88
 AH7248.geopotential number by the normal gravity value computed on the
 AH7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7248.degrees latitude (g = 980.6199 gals.).
 AH7248
 AH7248.The modeled gravity was interpolated from observed gravity values.
 AH7248
 AH7248;                    North         East    Units  Estimated Accuracy
 AH7248;SPC VA N     - 2,110,460.    3,516,420.      MT  (+/- 180 meters Scaled)
 AH7248
 AH7248                          SUPERSEDED SURVEY CONTROL
 AH7248
 AH7248.No superseded survey control is available for this station.
 AH7248
 AH7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC339826(NAD 83)
 AH7248_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH7248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7248_STAMPING: GRAVITY BRCL 195 1982
 AH7248_MARK LOGO: NGS   
 AH7248_PROJECTION: FLUSH
 AH7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7248+STABILITY: SURFACE MOTION
 AH7248
 AH7248  HISTORY     - Date     Condition        Report By
 AH7248  HISTORY     - 1982     MONUMENTED       NGS
 AH7248  HISTORY     - 19981002 GOOD             NGS
 AH7248
 AH7248                          STATION DESCRIPTION
 AH7248
 AH7248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7248'0.95 MILE (1.53 KM) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE
 AH7248'DRIVE OVERPASS ACROSS HIGHWAY 211, 54.0 FEET (16.5 M) SOUTHEAST FROM
 AH7248'THE FIRST SAVETY ARROW ON THE NORTH SIDE OF HIGHWAY 211, 44.0 FEET
 AH7248'(13.4 M) SOUTHEAST FROM THE CENTER OF THE DOUBLE LINE OF HIGHWAY 211.
 AH7248'ABOVE HIGHWAY.  2.39 METERS (7.84 FT) WEST-NORTHWEST FROM A WITNESS
 AH7248'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7249 ***********************************************************************
 AH7249  DESIGNATION -  BRCL 198
 AH7249  PID         -  AH7249
 AH7249  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7249  USGS QUAD   -  THORNTON GAP (1994)
 AH7249
 AH7249                         *CURRENT SURVEY CONTROL
 AH7249  ___________________________________________________________________
 AH7249* NAD 83(1986)-  38 39 48.     (N)    078 18 35.     (W)     SCALED    
 AH7249* NAVD 88     -       620.144  (meters)    2034.59   (feet)  ADJUSTED  
 AH7249  ___________________________________________________________________
 AH7249  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AH7249  DYNAMIC HT  -         619.697 (meters)    2033.12  (feet)  COMP
 AH7249  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 AH7249
 AH7249  VERT ORDER  -  SECOND    CLASS II
 AH7249
 AH7249.The horizontal coordinates were scaled from a topographic map and have
 AH7249.an estimated accuracy of +/- 6 seconds.
 AH7249
 AH7249.The orthometric height was determined by differential leveling
 AH7249.and adjusted by the National Geodetic Survey in May 1999..
 AH7249
 AH7249.The geoid height was determined by GEOID03.
 AH7249
 AH7249.The dynamic height is computed by dividing the NAVD 88
 AH7249.geopotential number by the normal gravity value computed on the
 AH7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7249.degrees latitude (g = 980.6199 gals.).
 AH7249
 AH7249.The modeled gravity was interpolated from observed gravity values.
 AH7249
 AH7249;                    North         East    Units  Estimated Accuracy
 AH7249;SPC VA N     - 2,110,650.    3,516,560.      MT  (+/- 180 meters Scaled)
 AH7249
 AH7249                          SUPERSEDED SURVEY CONTROL
 AH7249
 AH7249.No superseded survey control is available for this station.
 AH7249
 AH7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC340828(NAD 83)
 AH7249_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7249_STAMPING: GRAVITY BRCL 198 1982
 AH7249_MARK LOGO: NGS   
 AH7249_PROJECTION: FLUSH
 AH7249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7249+STABILITY: SURFACE MOTION
 AH7249
 AH7249  HISTORY     - Date     Condition        Report By
 AH7249  HISTORY     - 1982     MONUMENTED       NGS
 AH7249  HISTORY     - 19981002 GOOD             NGS
 AH7249
 AH7249                          STATION DESCRIPTION
 AH7249
 AH7249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7249'0.75 MILE (1.21 KM) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE
 AH7249'DRIVE OVERPASS ACROSS HIGHWAY 211, 174.0 FEET (53.0 M) SOUTHWEST AND
 AH7249'ACROSS THE HIGHWAY FROM THE SOUTH END OF A GUARDRAIL, 15.0 FEET (4.6
 AH7249'M) NORTH OF A CURVE SIGN (25 MPH), 39.0 FEET (11.9 M) WEST OF THE
 AH7249'CENTER OF THE DOUBLE LINE OF HIGHWAY 211.  A DISK SET INTO THE TOP OF
 AH7249'A CONCRETE POST PROJECTING 6 CENTIMETERS.  ABOUT LEVEL WITH HIGHWAY.
 AH7249'1.37 METERS (4.49 FT) NORTH-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7250 ***********************************************************************
 AH7250  DESIGNATION -  BRCL 199
 AH7250  PID         -  AH7250
 AH7250  STATE/COUNTY-  VA/RAPPAHANNOCK
 AH7250  USGS QUAD   -  THORNTON GAP (1994)
 AH7250
 AH7250                         *CURRENT SURVEY CONTROL
 AH7250  ___________________________________________________________________
 AH7250* NAD 83(1986)-  38 39 49.     (N)    078 18 35.     (W)     SCALED    
 AH7250* NAVD 88     -       626.374  (meters)    2055.03   (feet)  ADJUSTED  
 AH7250  ___________________________________________________________________
 AH7250  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AH7250  DYNAMIC HT  -         625.923 (meters)    2053.55  (feet)  COMP
 AH7250  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 AH7250
 AH7250  VERT ORDER  -  SECOND    CLASS II
 AH7250
 AH7250.The horizontal coordinates were scaled from a topographic map and have
 AH7250.an estimated accuracy of +/- 6 seconds.
 AH7250
 AH7250.The orthometric height was determined by differential leveling
 AH7250.and adjusted by the National Geodetic Survey in May 1999..
 AH7250
 AH7250.The geoid height was determined by GEOID03.
 AH7250
 AH7250.The dynamic height is computed by dividing the NAVD 88
 AH7250.geopotential number by the normal gravity value computed on the
 AH7250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7250.degrees latitude (g = 980.6199 gals.).
 AH7250
 AH7250.The modeled gravity was interpolated from observed gravity values.
 AH7250
 AH7250;                    North         East    Units  Estimated Accuracy
 AH7250;SPC VA N     - 2,110,680.    3,516,560.      MT  (+/- 180 meters Scaled)
 AH7250
 AH7250                          SUPERSEDED SURVEY CONTROL
 AH7250
 AH7250.No superseded survey control is available for this station.
 AH7250
 AH7250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC340828(NAD 83)
 AH7250_MARKER: DQ = CALIBRATION BASE LINE DISK
 AH7250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7250_STAMPING: GRAVITY BRCL 199 1982
 AH7250_MARK LOGO: NGS   
 AH7250_PROJECTION: FLUSH
 AH7250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7250+STABILITY: SURFACE MOTION
 AH7250
 AH7250  HISTORY     - Date     Condition        Report By
 AH7250  HISTORY     - 1982     MONUMENTED       NGS
 AH7250  HISTORY     - 19981002 GOOD             NGS
 AH7250
 AH7250                          STATION DESCRIPTION
 AH7250
 AH7250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 AH7250'0.7 MILE (1.1 KM) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE DRIVE
 AH7250'OVERPASS ACROSS HIGHWAY 211, 69.0 FEET (21.0 M) WEST AND ACROSS THE
 AH7250'HIGHWAY FROM THE NORTHWEST END OF A GUARDRAIL, 68.0 FEET (20.7 M)
 AH7250'EAST-SOUTHEAST FROM THE SECOND SAFETY ARROW NORTHWEST FROM THE
 AH7250'NORTHWEST END OF THE GUARDRAIL.  32.0 FEET (9.8 M) SOUTHWEST FROM THE
 AH7250'CENTER OF THE DOUBLE LINE OF HIGHWAY 211.  A DISK SET INTO THE TOP OF
 AH7250'A CONCRETE POST PROJECTING 6 CENTIMETERS.  ABOUT LEVEL WITH HIGHWAY.
 AH7250'2.55 METERS (8.37 FT) EAST-NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3664 ***********************************************************************
 HW3664  DESIGNATION -  BRCL 200
 HW3664  PID         -  HW3664
 HW3664  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3664  USGS QUAD   -  THORNTON GAP (1994)
 HW3664
 HW3664                         *CURRENT SURVEY CONTROL
 HW3664  ___________________________________________________________________
 HW3664* NAD 83(1993)-  38 39 52.50528(N)    078 18 38.16376(W)     ADJUSTED  
 HW3664* NAVD 88     -       631.431  (meters)    2071.62   (feet)  ADJUSTED  
 HW3664  ___________________________________________________________________
 HW3664  X           -   1,010,425.661 (meters)                     COMP
 HW3664  Y           -  -4,883,711.233 (meters)                     COMP
 HW3664  Z           -   3,963,685.577 (meters)                     COMP
 HW3664  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HW3664  ELLIP HEIGHT-         598.90  (meters)          (05/15/02) GPS OBS
 HW3664  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW3664  DYNAMIC HT  -         630.977 (meters)    2070.13  (feet)  COMP
 HW3664  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HW3664
 HW3664  HORZ ORDER  -  FIRST
 HW3664  VERT ORDER  -  SECOND    CLASS II
 HW3664  ELLP ORDER  -  FIFTH     CLASS II
 HW3664
 HW3664.The horizontal coordinates were established by GPS observations
 HW3664.and adjusted by the National Geodetic Survey in April 1999..
 HW3664
 HW3664.The orthometric height was determined by differential leveling
 HW3664.and adjusted by the National Geodetic Survey in May 1999..
 HW3664
 HW3664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3664
 HW3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3664
 HW3664.The ellipsoidal height was determined by GPS observations
 HW3664.and is referenced to NAD 83.
 HW3664
 HW3664.The geoid height was determined by GEOID03.
 HW3664
 HW3664.The dynamic height is computed by dividing the NAVD 88
 HW3664.geopotential number by the normal gravity value computed on the
 HW3664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3664.degrees latitude (g = 980.6199 gals.).
 HW3664
 HW3664.The modeled gravity was interpolated from observed gravity values.
 HW3664
 HW3664;                    North         East     Units Scale Factor Converg.
 HW3664;SPC VA N     - 2,110,784.628 3,516,483.274   MT  0.99994872   +0 07 05.5
 HW3664;SPC VA N     - 6,925,132.57 11,536,995.54   sFT  0.99994872   +0 07 05.5
 HW3664;UTM  17      - 4,282,988.683   733,994.303   MT  1.00027431   +1 40 51.6
 HW3664
 HW3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3664!SPC VA N     -   0.99990604  x   0.99994872  =   0.99985476
 HW3664!UTM  17      -   0.99990604  x   1.00027431  =   1.00018032
 HW3664
 HW3664:                Primary Azimuth Mark                     Grid Az
 HW3664:SPC VA N     -  BRCL 210                                 240 49 05.1
 HW3664:UTM  17      -  BRCL 210                                 239 15 19.0
 HW3664
 HW3664|---------------------------------------------------------------------|
 HW3664| PID    Reference Object                     Distance      Geod. Az  |
 HW3664|                                                           dddmmss.s |
 HW3664| HW3665 BRCL 210                            APPROX. 0.7 KM 2405610.6 |
 HW3664|---------------------------------------------------------------------|
 HW3664
 HW3664                          SUPERSEDED SURVEY CONTROL
 HW3664
 HW3664  ELLIP H (04/22/99)  598.90   (m)                       GP(       ) 3 1
 HW3664
 HW3664.Superseded values are not recommended for survey control.
 HW3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3664.See file dsdata.txt to determine how the superseded data were derived.
 HW3664
 HW3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3399482989(NAD 83)
 HW3664_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3664_SP_SET: CONCRETE POST
 HW3664_STAMPING: GRAVITY BRCL 200 1982
 HW3664_MARK LOGO: NGS   
 HW3664_PROJECTION: FLUSH
 HW3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3664+STABILITY: SURFACE MOTION
 HW3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3664+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 HW3664
 HW3664  HISTORY     - Date     Condition        Report By
 HW3664  HISTORY     - 1982     MONUMENTED       NGS
 HW3664  HISTORY     - 19920518 GOOD             NGS
 HW3664  HISTORY     - 19980415 GOOD             NGS
 HW3664  HISTORY     - 19981002 GOOD             NGS
 HW3664
 HW3664                          STATION DESCRIPTION
 HW3664
 HW3664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3664'1.0 KM (0.60 MI) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE DRIVE
 HW3664'OVERPASS ACROSS HIGHWAY 211, 89.0 METERS (292.0 FT) WEST-NORTHWEST OF
 HW3664'THE NORTH END OF A GUARDRAIL ON THE INSIDE OF THE LAST HAIRPIN CURVE
 HW3664'BEFORE SKYLINE DRIVE, 17.98 METERS (58.99 FT) NORTHEAST OF A 61 CM IN
 HW3664'DIAMETER PINE TREE, 10.67 METERS (35.01 FT) SOUTH OF THE CENTER OF
 HW3664'THE DOUBLE LINE OF HIGHWAY 211.  A DISK SET INTO THE TOP OF A
 HW3664'CONCRETE POST PROJECTING 6 CENTIMETERS.  ABOVE HIGHWAY.  4.63 METERS
 HW3664'(15.19 FT) EAST-NORTHEAST FROM A WITNESS POST.
 HW3664
 HW3664                          STATION RECOVERY (1998)
 HW3664
 HW3664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3664'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3664'ON US211 6.4 MI (10.3 KM) TO THE MARK ON THE SOUTH -LEFT- SIDE OF THE
 HW3664'ROAD.  -THERE IS A PARKING SPACE AHEAD ON THE RIGHT BEYOND THE GUARD
 HW3664'RAIL-.  THE MONUMENT IS 10 M (32.8 FT) SOUTH OF THE HIGHWAY IN A
 HW3664'GRASSY AREA ON THE LEFT IN A LONG CURVE AND 2.3 M (7.5 FT) NORTH OF A
 HW3664'CARSONITE WITNESS POST.  THE MARK IS A STANDARD NGS CALIBRATION DISK
 HW3664'STAMPED BRCL 200 AND SET IN A 50 CM X 50 CM SQUARE CONCRETE MONUMENT.
 HW3664'PARKING HERE COULD BE A PROBLEM.  IF THE GRASSY AREA IS DRY A VEHICLE
 HW3664'COULD PARK THERE OR ON THE NARROW SHOULDER ON THE RIGHT SIDE.
 HW3664
 HW3664                          STATION RECOVERY (1998)
 HW3664
 HW3664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3664'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3665 ***********************************************************************
 HW3665  DESIGNATION -  BRCL 210
 HW3665  PID         -  HW3665
 HW3665  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3665  USGS QUAD   -  THORNTON GAP (1994)
 HW3665
 HW3665                         *CURRENT SURVEY CONTROL
 HW3665  ___________________________________________________________________
 HW3665* NAD 83(1993)-  38 39 41.79310(N)    078 19 02.74537(W)     ADJUSTED  
 HW3665* NAVD 88     -       680.684  (meters)    2233.21   (feet)  ADJUSTED  
 HW3665  ___________________________________________________________________
 HW3665  X           -   1,009,893.215 (meters)                     COMP
 HW3665  Y           -  -4,884,071.383 (meters)                     COMP
 HW3665  Z           -   3,963,458.396 (meters)                     COMP
 HW3665  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HW3665  ELLIP HEIGHT-         648.15  (meters)          (05/15/02) GPS OBS
 HW3665  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW3665  DYNAMIC HT  -         680.188 (meters)    2231.58  (feet)  COMP
 HW3665  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 HW3665
 HW3665  HORZ ORDER  -  FIRST
 HW3665  VERT ORDER  -  SECOND    CLASS II
 HW3665  ELLP ORDER  -  FIFTH     CLASS II
 HW3665
 HW3665.The horizontal coordinates were established by GPS observations
 HW3665.and adjusted by the National Geodetic Survey in April 1999..
 HW3665
 HW3665.The orthometric height was determined by differential leveling
 HW3665.and adjusted by the National Geodetic Survey in May 1999..
 HW3665
 HW3665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3665
 HW3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3665
 HW3665.The ellipsoidal height was determined by GPS observations
 HW3665.and is referenced to NAD 83.
 HW3665
 HW3665.The geoid height was determined by GEOID03.
 HW3665
 HW3665.The dynamic height is computed by dividing the NAVD 88
 HW3665.geopotential number by the normal gravity value computed on the
 HW3665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3665.degrees latitude (g = 980.6199 gals.).
 HW3665
 HW3665.The modeled gravity was interpolated from observed gravity values.
 HW3665
 HW3665;                    North         East     Units Scale Factor Converg.
 HW3665;SPC VA N     - 2,110,453.123 3,515,889.675   MT  0.99994868   +0 06 50.2
 HW3665;SPC VA N     - 6,924,044.95 11,535,048.04   sFT  0.99994868   +0 06 50.2
 HW3665;UTM  17      - 4,282,641.000   733,409.776   MT  1.00027094   +1 40 35.8
 HW3665
 HW3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3665!SPC VA N     -   0.99989831  x   0.99994868  =   0.99984700
 HW3665!UTM  17      -   0.99989831  x   1.00027094  =   1.00016923
 HW3665
 HW3665|---------------------------------------------------------------------|
 HW3665| PID    Reference Object                     Distance      Geod. Az  |
 HW3665|                                                           dddmmss.s |
 HW3665| HW3666 MARY AZ MK                          248.509 METERS 25854     |
 HW3665|---------------------------------------------------------------------|
 HW3665
 HW3665                          SUPERSEDED SURVEY CONTROL
 HW3665
 HW3665  ELLIP H (04/22/99)  648.14   (m)                       GP(       ) 3 1
 HW3665
 HW3665.Superseded values are not recommended for survey control.
 HW3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3665.See file dsdata.txt to determine how the superseded data were derived.
 HW3665
 HW3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3341082641(NAD 83)
 HW3665_MARKER: DQ = CALIBRATION BASE LINE DISK
 HW3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3665_SP_SET: CONCRETE POST
 HW3665_STAMPING: GRAVITY BRCL 210 1982
 HW3665_MARK LOGO: NGS   
 HW3665_PROJECTION: FLUSH
 HW3665_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3665+STABILITY: SURFACE MOTION
 HW3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3665+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 HW3665
 HW3665  HISTORY     - Date     Condition        Report By
 HW3665  HISTORY     - 1982     MONUMENTED       NGS
 HW3665  HISTORY     - 19920518 GOOD             NGS
 HW3665  HISTORY     - 19980415 GOOD             NGS
 HW3665  HISTORY     - 19981002 GOOD             NGS
 HW3665  HISTORY     - 20031201 GOOD             GREOMA
 HW3665
 HW3665                          STATION DESCRIPTION
 HW3665
 HW3665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HW3665'0.3 KM (0.20 MI) EASTERLY ALONG US HIGHWAY 211 FROM THE SKYLINE DRIVE
 HW3665'OVERPASS ACROSS HIGHWAY 211, 19.96 METERS (65.49 FT) EAST OF THE SIGN
 HW3665'SHOWING DIRECTIONS TO LURAY, NEW MARKET, AND SKYLINE DRIVE, 14.63
 HW3665'METERS (48.00 FT) NORTH OF THE CENTERLINE OF THE MEDIAN STRIP OF
 HW3665'HIGHWAY 211, IN THE TOP OF A CONCRETE POST PROJECTING 6 CENTIMETERS.
 HW3665'ABOUT LEVEL WITH HIGHWAY.  2.53 METERS (8.30 FT) EAST-NORTHEAST FROM
 HW3665'A WITNESS POST.
 HW3665
 HW3665                          STATION RECOVERY (1998)
 HW3665
 HW3665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWA)
 HW3665'FROM THE US211 AND US522 INTERSECTION IN SPERRYVILLE VIRGINIA, GO WEST
 HW3665'ON US211 6.85 MI (11.02 KM) TO THE MARK ON THE NORTH -RIGHT- SIDE OF
 HW3665'THE ROAD.  THE HIGHWAY AT THIS STATION IS DIVIDED.  THE MONUMENT IS
 HW3665'14.5 M (47.6 FT) NORTH FROM THE CENTER OF A CONCRETE MEDIAN DIVIDING
 HW3665'THE HIGHWAY AND 4.4 M (14.4 FT) SOUTH OF A CARSONITE WITNESS POST. THE
 HW3665'MARK IS A STANDARD NGS CALIBRATION DISK STAMPED BRCL 210 AND SET IN A
 HW3665'50 CM X 50 CM SQUARE CONCRETE MONUMENT.  PARKING IS ALONG THE SHOULDER
 HW3665'BUT THE VEHICLE WILL NOT BE COMPLETELY OFF THE HIGHWAY.
 HW3665
 HW3665                          STATION RECOVERY (1998)
 HW3665
 HW3665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW3665'RECOVERED AS DESCRIBED.
 HW3665
 HW3665                          STATION RECOVERY (2003)
 HW3665
 HW3665'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 HW3665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9069 ***********************************************************************
 DG9069  DESIGNATION -  BREADMAKER
 DG9069  PID         -  DG9069
 DG9069  STATE/COUNTY-  VA/C OF NORFOLK
 DG9069  USGS QUAD   -  NORFOLK SOUTH (1986)
 DG9069
 DG9069                         *CURRENT SURVEY CONTROL
 DG9069  ___________________________________________________________________
 DG9069* NAD 83(1993)-  36 51 16.85120(N)    076 18 00.44394(W)     ADJUSTED  
 DG9069* NAVD 88     -         1.036  (meters)       3.40   (feet)  ADJUSTED  
 DG9069  ___________________________________________________________________
 DG9069  X           -   1,210,150.167 (meters)                     COMP
 DG9069  Y           -  -4,964,281.923 (meters)                     COMP
 DG9069  Z           -   3,804,479.723 (meters)                     COMP
 DG9069  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DG9069  ELLIP HEIGHT-         -35.96  (meters)          (02/02/05) GPS OBS
 DG9069  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 DG9069  DYNAMIC HT  -           1.036 (meters)       3.40  (feet)  COMP
 DG9069  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 DG9069
 DG9069  HORZ ORDER  -  B
 DG9069  VERT ORDER  -  FIRST     CLASS II
 DG9069  ELLP ORDER  -  THIRD     CLASS I
 DG9069
 DG9069.The horizontal coordinates were established by GPS observations
 DG9069.and adjusted by the National Geodetic Survey in February 2005..
 DG9069
 DG9069.The orthometric height was determined by differential leveling
 DG9069.and adjusted by the National Geodetic Survey in February 2005..
 DG9069.No vertical observational check was made to the station.
 DG9069
 DG9069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9069
 DG9069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9069
 DG9069.The ellipsoidal height was determined by GPS observations
 DG9069.and is referenced to NAD 83.
 DG9069
 DG9069.The geoid height was determined by GEOID03.
 DG9069
 DG9069.The dynamic height is computed by dividing the NAVD 88
 DG9069.geopotential number by the normal gravity value computed on the
 DG9069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9069.degrees latitude (g = 980.6199 gals.).
 DG9069
 DG9069.The modeled gravity was interpolated from observed gravity values.
 DG9069
 DG9069;                    North         East     Units Scale Factor Converg.
 DG9069;SPC VA S     - 1,060,141.960 3,696,166.055   MT  0.99998519   +1 20 06.6
 DG9069;SPC VA S     - 3,478,149.08 12,126,504.80   sFT  0.99998519   +1 20 06.6
 DG9069;UTM  18      - 4,079,540.643   384,097.552   MT  0.99976549   -0 46 47.6
 DG9069
 DG9069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9069!SPC VA S     -   1.00000564  x   0.99998519  =   0.99999083
 DG9069!UTM  18      -   1.00000564  x   0.99976549  =   0.99977113
 DG9069
 DG9069|---------------------------------------------------------------------|
 DG9069| PID    Reference Object                     Distance      Geod. Az  |
 DG9069|                                                           dddmmss.s |
 DG9069| DG9070 PAD                                  26.738 METERS 18338     |
 DG9069| DG9068 WEATHER                             136.093 METERS 30943     |
 DG9069| FX5351 BUILDING 3                           76.603 METERS 32536     |
 DG9069|---------------------------------------------------------------------|
 DG9069
 DG9069                          SUPERSEDED SURVEY CONTROL
 DG9069
 DG9069  NAVD 88 (02/02/05)    1.02   (m)            3.3    (f) LEVELING    3  
 DG9069
 DG9069.Superseded values are not recommended for survey control.
 DG9069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9069.See file dsdata.txt to determine how the superseded data were derived.
 DG9069
 DG9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8409879541(NAD 83)
 DG9069_MARKER: F = FLANGE-ENCASED ROD
 DG9069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9069_STAMPING: BREADMAKER 2004
 DG9069_MARK LOGO: NGS   
 DG9069_PROJECTION: FLUSH
 DG9069_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9069+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG9069_ROD/PIPE-DEPTH: 27.0 meters
 DG9069_SLEEVE-DEPTH  : 0.9 meters
 DG9069
 DG9069  HISTORY     - Date     Condition        Report By
 DG9069  HISTORY     - 2004     MONUMENTED       NGS
 DG9069
 DG9069                          STATION DESCRIPTION
 DG9069
 DG9069'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 DG9069'IN NORFOLK, AT 538 FRONT STREET, 53.5 M SOUTHEAST OF THE EAST CORNER
 DG9069'OF THE NATIONAL  GEODETIC SURVEY FIELD OPERATIONS OFFICE AT 538 FRONT
 DG9069'STREET, 37.5 M NORTHEAST OF THE  CENTER OF THE STREET, 25.1 M
 DG9069'SOUTHWEST OF A CHAIN-LINK FENCE, 19.8 M NORTHWEST OF THE  CENTER OF A
 DG9069'GATE, 16.2 M NORTHWEST OF A CHAIN-LINK FENCE, 16.0 M NORTHEAST OF A
 DG9069'LIGHT  POLE, AND 0.6 M SOUTHEAST OF A WITNESS POST.  NOTE-- ACCESS TO
 DG9069'THE DATUM POINT IS  THROUGH A 5-INCH LOGO CAP.  THE MARK IS ON
 DG9069'PROPERTY OWNED BY THE NATIONAL GEODETIC  SURVEY, 538 FRONT STREET,
 DG9069'NORFOLK, VA 23510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1871 ***********************************************************************
 GV1871  DESIGNATION -  BREAST
 GV1871  PID         -  GV1871
 GV1871  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1871  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1871
 GV1871                         *CURRENT SURVEY CONTROL
 GV1871  ___________________________________________________________________
 GV1871* NAD 83(1993)-  37 10 33.84030(N)    077 20 55.52617(W)     ADJUSTED  
 GV1871* NAVD 88     -        48.395  (meters)     158.78   (feet)  ADJUSTED  
 GV1871  ___________________________________________________________________
 GV1871  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 GV1871  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 GV1871  DYNAMIC HT  -          48.360 (meters)     158.66  (feet)  COMP
 GV1871  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 GV1871
 GV1871  HORZ ORDER  -  SECOND
 GV1871  VERT ORDER  -  SECOND    CLASS 0
 GV1871
 GV1871.The horizontal coordinates were established by classical geodetic methods
 GV1871.and adjusted by the National Geodetic Survey in September 1995..
 GV1871
 GV1871.The orthometric height was determined by differential leveling
 GV1871.and adjusted by the National Geodetic Survey in June 1991..
 GV1871
 GV1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1871
 GV1871.The geoid height was determined by GEOID03.
 GV1871
 GV1871.The dynamic height is computed by dividing the NAVD 88
 GV1871.geopotential number by the normal gravity value computed on the
 GV1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1871.degrees latitude (g = 980.6199 gals.).
 GV1871
 GV1871.The modeled gravity was interpolated from observed gravity values.
 GV1871
 GV1871;                    North         East     Units Scale Factor Converg.
 GV1871;SPC VA S     - 1,094,145.091 3,602,229.730   MT  0.99995095   +0 41 55.4
 GV1871;SPC VA S     - 3,589,707.69 11,818,315.37   sFT  0.99995095   +0 41 55.4
 GV1871;UTM  18      - 4,116,987.726   291,483.762   MT  1.00013563   -1 25 11.2
 GV1871
 GV1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1871!SPC VA S     -   0.99999771  x   0.99995095  =   0.99994866
 GV1871!UTM  18      -   0.99999771  x   1.00013563  =   1.00013334
 GV1871
 GV1871|---------------------------------------------------------------------|
 GV1871| PID    Reference Object                     Distance      Geod. Az  |
 GV1871|                                                           dddmmss.s |
 GV1871| GV1870 BREAST RM 1                          19.246 METERS 06426     |
 GV1871| GV5419 PETERSBURG TNG SCH AND HOSP TK      APPROX. 4.5 KM 2423413.0 |
 GV1871| GV1872 BREAST AZ MK                                       2623053.8 |
 GV1871| GV5420 PETERSBURG WALNUT HILL MUN TK       APPROX. 3.8 KM 3144552.6 |
 GV1871| GV1869 BREAST RM 2                          28.893 METERS 32742     |
 GV1871|---------------------------------------------------------------------|
 GV1871
 GV1871                          SUPERSEDED SURVEY CONTROL
 GV1871
 GV1871  NAD 83(1986)-  37 10 33.84727(N)    077 20 55.54540(W) AD(       ) 2
 GV1871  NAD 27      -  37 10 33.31020(N)    077 20 56.62010(W) AD(       ) 2
 GV1871  NGVD 29 (??/??/??)   48.735  (m)          159.89   (f) ADJUSTED    2 0
 GV1871
 GV1871.Superseded values are not recommended for survey control.
 GV1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1871.See file dsdata.txt to determine how the superseded data were derived.
 GV1871
 GV1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9148416988(NAD 83)
 GV1871_MARKER: DS = TRIANGULATION STATION DISK
 GV1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1871_STAMPING: BREAST 1959
 GV1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1871+STABILITY: SURFACE MOTION
 GV1871
 GV1871  HISTORY     - Date     Condition        Report By
 GV1871  HISTORY     - 1959     MONUMENTED       CGS
 GV1871  HISTORY     - 1959     GOOD             CGS
 GV1871  HISTORY     - 1965     GOOD             CGS
 GV1871  HISTORY     - 19980427 MARK NOT FOUND   USPSQD
 GV1871  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1871  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1871
 GV1871                          STATION DESCRIPTION
 GV1871
 GV1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1871'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF PETERSBURG,
 GV1871'NEAR THE INTERSECTION OF THE NEW INTERSTATE HIGHWAY 95 AND
 GV1871'COUNTY ROUTE 629 AND ON PROPERTY OWNED BY MR. J.H. BURKS.
 GV1871'IT IS 31 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 629, 51
 GV1871'FEET SOUTHWEST OF A HIGH-LINE POLE NO. 8 AND 1.8 FEET SOUTHWEST
 GV1871'OF A METAL WITNESS POST.  THE MARK IS ABOUT 14 INCHES BELOW
 GV1871'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BREAST 1959.
 GV1871'
 GV1871'REFERENCE MARK NO. 1 IS 12 FEET EAST OF A HIGH-LINE POLE
 GV1871'NO. 2, 19 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 629, 49
 GV1871'FEET SOUTH SOUTHWEST OF A UTILITY POLE NO. 12 AND IS ABOUT THE
 GV1871'SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS ABOUT 2
 GV1871'INCHES AND THE DISK IS STAMPED BREAST NO 1 1959.
 GV1871'
 GV1871'REFERENCE MARK NO. 2 IS 7 FEET SOUTH OF A DRAINAGE DITCH,
 GV1871'56 FEET NORTH OF THE CENTER LINE OF COUNTY ROUTE 629 AND IS
 GV1871'ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE MARK
 GV1871'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BREAST NO 2 1959.
 GV1871'
 GV1871'AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 6
 GV1871'FEET EAST OF A UTILITY POLE NO. 2, 23 FEET SOUTH SOUTHWEST OF THE
 GV1871'CENTER LINE OF COUNTY ROUTE 629 AND 67 FEET SOUTH SOUTHEAST OF
 GV1871'THE SOUTHEAST CORNER OF A FARM HOUSE.  THE MARK IS SET FLUSH
 GV1871'WITH THE GROUND AND THE DISK IS STAMPED BREAST 1959.
 GV1871'
 GV1871'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GV1871'460 AND 301, GO SOUTHWEST ON U.S. HIGHWAY 301 FOR 3.1 MILES
 GV1871'TO A SIDE ROAD LEFT.  TURN LEFT ON COUNTY ROUTE 629 AND GO
 GV1871'EASTERLY FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT
 GV1871'AHEAD ON COUNTY ROUTE 629 FOR 0.5 MILE TO STATION ON RIGHT OR
 GV1871'SOUTH SIDE OF ROAD.
 GV1871'
 GV1871'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GV1871
 GV1871                          STATION RECOVERY (1959)
 GV1871
 GV1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GV1871'5.9 MI SE FROM PETERSBURG.
 GV1871'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK
 GV1871'AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7
 GV1871'MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 1.05 MILE SOUTH
 GV1871'ALONG INTERSTATE HIGHWAY 95, ABOUT 0.1 MILE EAST OF THE INTERSECTION
 GV1871'OF COUNTY ROAD 629, 32 FEET SOUTH OF THE CENTER LINE OF ROAD 629,
 GV1871'52 1/2 FEET WEST-SOUTHWEST OF POWER LINE POLE 8, 95 FEET
 GV1871'SOUTHEAST OF AND ACROSS THE ROAD FROM R M 2, 63 FEET SOUTHWEST
 GV1871'OF R M 1, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2
 GV1871'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 GV1871'CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE GROUND.
 GV1871
 GV1871                          STATION RECOVERY (1965)
 GV1871
 GV1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 GV1871'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GV1871'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 APPEARS TO HAVE
 GV1871'BEEN STRUCK AND IS LEANING SLIGHTLY BUT IS FIRM IN THE GROUND.
 GV1871'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND DUE TO
 GV1871'THE CONSTRUCTION OF OVERPASS OF COUNTY ROUTE 629 OVER INTERSTATE
 GV1871'95.  ORIGINAL DESCRIPTION IS ADEQUATE.
 GV1871
 GV1871                          STATION RECOVERY (1998)
 GV1871
 GV1871'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1871'MARK NOT FOUND.
 GV1871
 GV1871                          STATION RECOVERY (2003)
 GV1871
 GV1871'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1871' 
 GV1871' 
 GV1871
 GV1871                          STATION RECOVERY (2004)
 GV1871
 GV1871'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1872 ***********************************************************************
 GV1872  DESIGNATION -  BREAST AZ MK
 GV1872  PID         -  GV1872
 GV1872  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1872  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1872
 GV1872                         *CURRENT SURVEY CONTROL
 GV1872  ___________________________________________________________________
 GV1872* NAD 83(1986)-  37 10 30.     (N)    077 21 37.     (W)     SCALED    
 GV1872* NAVD 88     -        49.560  (meters)     162.60   (feet)  ADJUSTED  
 GV1872  ___________________________________________________________________
 GV1872  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 GV1872  DYNAMIC HT  -          49.524 (meters)     162.48  (feet)  COMP
 GV1872  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 GV1872
 GV1872  VERT ORDER  -  SECOND    CLASS 0
 GV1872
 GV1872.The horizontal coordinates were scaled from a topographic map and have
 GV1872.an estimated accuracy of +/- 6 seconds.
 GV1872
 GV1872.The orthometric height was determined by differential leveling
 GV1872.and adjusted by the National Geodetic Survey in June 1991..
 GV1872
 GV1872.The geoid height was determined by GEOID03.
 GV1872
 GV1872.The dynamic height is computed by dividing the NAVD 88
 GV1872.geopotential number by the normal gravity value computed on the
 GV1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1872.degrees latitude (g = 980.6199 gals.).
 GV1872
 GV1872.The modeled gravity was interpolated from observed gravity values.
 GV1872
 GV1872;                    North         East    Units  Estimated Accuracy
 GV1872;SPC VA S     - 1,094,010.    3,601,210.      MT  (+/- 180 meters Scaled)
 GV1872
 GV1872                          SUPERSEDED SURVEY CONTROL
 GV1872
 GV1872  NGVD 29 (??/??/??)   49.900  (m)          163.71   (f) ADJUSTED    2 0
 GV1872
 GV1872.Superseded values are not recommended for survey control.
 GV1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1872.See file dsdata.txt to determine how the superseded data were derived.
 GV1872
 GV1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG904168(NAD 83)
 GV1872_MARKER: DZ = AZIMUTH MARK DISK
 GV1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1872_STAMPING: BREAST 1959
 GV1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1872+STABILITY: SURFACE MOTION
 GV1872
 GV1872  HISTORY     - Date     Condition        Report By
 GV1872  HISTORY     - 1959     MONUMENTED       CGS
 GV1872  HISTORY     - 19980427 MARK NOT FOUND   USPSQD
 GV1872  HISTORY     - 20020130 GOOD             VADOT
 GV1872  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1872  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1872
 GV1872                          STATION DESCRIPTION
 GV1872
 GV1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1872'6.4 MI SE FROM PETERSBURG.
 GV1872'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM NORFOLK AND
 GV1872'WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7 MILE
 GV1872'EAST ALONG CLUNTY ROAD 632, THENCE ABOUT 1.05 MILES SOUTH ALONG
 GV1872'INTERSTATE HIGHWAY 95, THENCE ABOUT 0.45 MILE WEST ALONG COUNTY
 GV1872'ROAD 629, ABOUT 0.15 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 GV1872'301, 25 FEET SOUTH OF THE CENTER LINE OF ROAD 629, 40 1/2
 GV1872'FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE 3, 150
 GV1872'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 GV1872'RESIDENCE, 1 1/2 FEE SOUTH-SOUTHWEST OF A STEEL WITNESS POST,
 GV1872'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 GV1872'FLUSH WITH THE GROUND.
 GV1872
 GV1872                          STATION RECOVERY (1998)
 GV1872
 GV1872'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1872'MARK NOT FOUND.
 GV1872
 GV1872                          STATION RECOVERY (2002)
 GV1872
 GV1872'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (DSH)
 GV1872'STATION IS 0.3 MILES WEST OF I-95 ALONG RTE 629 (RIVES RD.), 0.1
 GV1872'MILES EAST OF THE INTRESECTION OF ROUTE 301 (SOUTH CRATER ROAD) AND
 GV1872'ROUTE 629 (RIVES ROAD), 24.3' SOUTH OF CENTER OF ROUTE 629, 41' SOUTH
 GV1872'OF TELEPHONE POLE NUMBER 3 AND 5.6' EAST OF POWER POLE NUMBER JG7051.
 GV1872
 GV1872                          STATION RECOVERY (2003)
 GV1872
 GV1872'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1872' 
 GV1872' 
 GV1872
 GV1872                          STATION RECOVERY (2004)
 GV1872
 GV1872'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1870 ***********************************************************************
 GV1870  DESIGNATION -  BREAST RM 1
 GV1870  PID         -  GV1870
 GV1870  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1870  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1870
 GV1870                         *CURRENT SURVEY CONTROL
 GV1870  ___________________________________________________________________
 GV1870* NAD 83(1986)-  37 10 34.     (N)    077 20 55.     (W)     SCALED    
 GV1870* NAVD 88     -        48.935  (meters)     160.55   (feet)  ADJUSTED  
 GV1870  ___________________________________________________________________
 GV1870  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 GV1870  DYNAMIC HT  -          48.899 (meters)     160.43  (feet)  COMP
 GV1870  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 GV1870
 GV1870  VERT ORDER  -  SECOND    CLASS 0
 GV1870
 GV1870.The horizontal coordinates were scaled from a topographic map and have
 GV1870.an estimated accuracy of +/- 6 seconds.
 GV1870
 GV1870.The orthometric height was determined by differential leveling
 GV1870.and adjusted by the National Geodetic Survey in June 1991..
 GV1870
 GV1870.The geoid height was determined by GEOID03.
 GV1870
 GV1870.The dynamic height is computed by dividing the NAVD 88
 GV1870.geopotential number by the normal gravity value computed on the
 GV1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1870.degrees latitude (g = 980.6199 gals.).
 GV1870
 GV1870.The modeled gravity was interpolated from observed gravity values.
 GV1870
 GV1870;                    North         East    Units  Estimated Accuracy
 GV1870;SPC VA S     - 1,094,150.    3,602,240.      MT  (+/- 180 meters Scaled)
 GV1870
 GV1870                          SUPERSEDED SURVEY CONTROL
 GV1870
 GV1870  NGVD 29 (??/??/??)   49.275  (m)          161.66   (f) ADJUSTED    2 0
 GV1870
 GV1870.Superseded values are not recommended for survey control.
 GV1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1870.See file dsdata.txt to determine how the superseded data were derived.
 GV1870
 GV1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG914169(NAD 83)
 GV1870_MARKER: DR = REFERENCE MARK DISK
 GV1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1870_STAMPING: BREAST NO 1 1959
 GV1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1870+STABILITY: SURFACE MOTION
 GV1870
 GV1870  HISTORY     - Date     Condition        Report By
 GV1870  HISTORY     - 1959     MONUMENTED       CGS
 GV1870  HISTORY     - 19980427 MARK NOT FOUND   USPSQD
 GV1870  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1870  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1870
 GV1870                          STATION DESCRIPTION
 GV1870
 GV1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1870'5.9 MI SE FROM PETERSBURG.
 GV1870'63 FEET NORTHEAST OF BREAST DESCRIBED, 120 FEET SOUTHEAST OF
 GV1870'AND ACROSS COUNTY ROAD 629 FROM R M 2, 18 FEET SOUTH OF THE
 GV1870'CENTER LINE OF ROAD 629, 11 FEET EAST OF POWER LINE POLE 8,
 GV1870'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 GV1870'PROJECTING 1 INCH.
 GV1870
 GV1870                          STATION RECOVERY (1998)
 GV1870
 GV1870'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1870'MARK NOT FOUND.
 GV1870
 GV1870                          STATION RECOVERY (2003)
 GV1870
 GV1870'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1870' 
 GV1870' 
 GV1870
 GV1870                          STATION RECOVERY (2004)
 GV1870
 GV1870'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1869 ***********************************************************************
 GV1869  DESIGNATION -  BREAST RM 2
 GV1869  PID         -  GV1869
 GV1869  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1869  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1869
 GV1869                         *CURRENT SURVEY CONTROL
 GV1869  ___________________________________________________________________
 GV1869* NAD 83(1986)-  37 10 34.     (N)    077 20 55.     (W)     SCALED    
 GV1869* NAVD 88     -        49.176  (meters)     161.34   (feet)  ADJUSTED  
 GV1869  ___________________________________________________________________
 GV1869  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 GV1869  DYNAMIC HT  -          49.140 (meters)     161.22  (feet)  COMP
 GV1869  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 GV1869
 GV1869  VERT ORDER  -  SECOND    CLASS 0
 GV1869
 GV1869.The horizontal coordinates were scaled from a topographic map and have
 GV1869.an estimated accuracy of +/- 6 seconds.
 GV1869
 GV1869.The orthometric height was determined by differential leveling
 GV1869.and adjusted by the National Geodetic Survey in June 1991..
 GV1869
 GV1869.The geoid height was determined by GEOID03.
 GV1869
 GV1869.The dynamic height is computed by dividing the NAVD 88
 GV1869.geopotential number by the normal gravity value computed on the
 GV1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1869.degrees latitude (g = 980.6199 gals.).
 GV1869
 GV1869.The modeled gravity was interpolated from observed gravity values.
 GV1869
 GV1869;                    North         East    Units  Estimated Accuracy
 GV1869;SPC VA S     - 1,094,150.    3,602,240.      MT  (+/- 180 meters Scaled)
 GV1869
 GV1869                          SUPERSEDED SURVEY CONTROL
 GV1869
 GV1869  NGVD 29 (??/??/??)   49.516  (m)          162.45   (f) ADJUSTED    2 0
 GV1869
 GV1869.Superseded values are not recommended for survey control.
 GV1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1869.See file dsdata.txt to determine how the superseded data were derived.
 GV1869
 GV1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG914169(NAD 83)
 GV1869_MARKER: DR = REFERENCE MARK DISK
 GV1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1869_STAMPING: BREAST NO 2 1959
 GV1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1869+STABILITY: SURFACE MOTION
 GV1869
 GV1869  HISTORY     - Date     Condition        Report By
 GV1869  HISTORY     - 1959     MONUMENTED       CGS
 GV1869  HISTORY     - 19980427 MARK NOT FOUND   USPSQD
 GV1869  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1869  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1869
 GV1869                          STATION DESCRIPTION
 GV1869
 GV1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1869'5.9 MI SE FROM PETERSBURG.
 GV1869'95 FEET NORTHWEST OF AND ACROSS COUNTY ROAD 629 FROM BREAST
 GV1869'DESCRIBED, 120 FEET NORTHWEST OF AND ACROSS THE ROAD FROM R M 1,
 GV1869'63 FEET NORTH OF THE CENTER LINE OF ROAD 629, 10 FEET
 GV1869'WEST-SOUTHWEST OF A 12-INCH GUM TREE AND IS LOCATED N THE
 GV1869'SOUTH EDGE OF OLD BREAST WORKS, 1 1/2 FEET ABOVE THE LEVEL OF
 GV1869'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 NCHES.
 GV1869
 GV1869                          STATION RECOVERY (1998)
 GV1869
 GV1869'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1869'MARK NOT FOUND.
 GV1869
 GV1869                          STATION RECOVERY (2003)
 GV1869
 GV1869'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1869' 
 GV1869' 
 GV1869
 GV1869                          STATION RECOVERY (2004)
 GV1869
 GV1869'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8345 ***********************************************************************
 HV8345  DESIGNATION -  BRECON
 HV8345  PID         -  HV8345
 HV8345  STATE/COUNTY-  VA/FAIRFAX
 HV8345  USGS QUAD   -  FAIRFAX (1994)
 HV8345
 HV8345                         *CURRENT SURVEY CONTROL
 HV8345  ___________________________________________________________________
 HV8345* NAD 83(1993)-  38 49 44.67452(N)    077 19 46.29878(W)     ADJUSTED  
 HV8345* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 HV8345  ___________________________________________________________________
 HV8345  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HV8345  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV8345
 HV8345  HORZ ORDER  -  SECOND
 HV8345
 HV8345.The horizontal coordinates were established by classical geodetic methods
 HV8345.and adjusted by the National Geodetic Survey in November 1994..
 HV8345
 HV8345.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8345
 HV8345.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8345
 HV8345.The geoid height was determined by GEOID03.
 HV8345
 HV8345;                    North         East     Units Scale Factor Converg.
 HV8345;SPC VA N     - 2,129,674.932 3,601,630.015   MT  0.99995518   +0 43 49.8
 HV8345;SPC VA N     - 6,987,108.51 11,816,347.81   sFT  0.99995518   +0 43 49.8
 HV8345;UTM  18      - 4,300,387.535   297,785.680   MT  1.00010355   -1 27 40.0
 HV8345
 HV8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8345!SPC VA N     -   0.99998669  x   0.99995518  =   0.99994187
 HV8345!UTM  18      -   0.99998669  x   1.00010355  =   1.00009024
 HV8345
 HV8345                          SUPERSEDED SURVEY CONTROL
 HV8345
 HV8345  NAD 83(1993)-  38 49 44.67336(N)    077 19 46.30408(W) AD(       ) 2
 HV8345  NAD 83(1986)-  38 49 44.67364(N)    077 19 46.31175(W) AD(       ) 2
 HV8345  NGVD 29 (01/12/90)  116.9    (m)          384.     (f) VERT ANG       
 HV8345
 HV8345.Superseded values are not recommended for survey control.
 HV8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8345.See file dsdata.txt to determine how the superseded data were derived.
 HV8345
 HV8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9778600388(NAD 83)
 HV8345_MARKER: DD = SURVEY DISK
 HV8345_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8345_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8345
 HV8345  HISTORY     - Date     Condition        Report By
 HV8345  HISTORY     - 1969     MONUMENTED       VA-059
 HV8345  HISTORY     - 1975     GOOD             VA-059
 HV8345  HISTORY     - 1977     GOOD             VA-059
 HV8345
 HV8345                          STATION DESCRIPTION
 HV8345
 HV8345'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8345'STATION IS 1.6 MILES SOUTHWEST OF COUNTY COURTHOUSE AT FAIRFAX CITY.
 HV8345'
 HV8345'FROM THE COUNTY COURTHOUSE PROCEED 1.4 MILES SOUTHSOUTHWEST ALONG
 HV8345'CHAIN BRIDGE ROAD, ROUTE 123, THENCE 0.65 MILES WESTNORTHWEST ALONG
 HV8345'BRADDOCK ROAD, ROUTE 620, THENCE 0.1 MILES SOUTHWEST ALONG PRESTWICK
 HV8345'DRIVE TO YARD OF HOUSE 4818, 20.5 FEET NORTHWEST OF CENTER ROAD
 HV8345'OPPOSITE, 73.5 FEET SOUTH OF SOUTH CORNER OF HOUSE, 26.6 FEET NORTH
 HV8345'EAST OF C AND P POLE 4610-B IN CONCRETE MASS.
 HV8345'
 HV8345'STATION IS A STANDARD FAIRFAX COUNTY DISK STAMPED---BRECON 1969---.
 HV8345
 HV8345                          STATION RECOVERY (1975)
 HV8345
 HV8345'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8345'THE STATION WAS RECOVERED IN GOOD CONDITION, SEE FAIRFAX COUNTY TAX
 HV8345'MAP 68-1, REVISED TO 1-1-76.
 HV8345
 HV8345                          STATION RECOVERY (1977)
 HV8345
 HV8345'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8345'THE STATION WAS RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 HV8345'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8346 ***********************************************************************
 HV8346  DESIGNATION -  BRECON 1
 HV8346  PID         -  HV8346
 HV8346  STATE/COUNTY-  VA/FAIRFAX
 HV8346  USGS QUAD   -  FAIRFAX (1994)
 HV8346
 HV8346                         *CURRENT SURVEY CONTROL
 HV8346  ___________________________________________________________________
 HV8346* NAD 83(1993)-  38 49 39.68829(N)    077 19 50.32769(W)     ADJUSTED  
 HV8346* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 HV8346  ___________________________________________________________________
 HV8346  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HV8346  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV8346
 HV8346  HORZ ORDER  -  SECOND
 HV8346
 HV8346.The horizontal coordinates were established by classical geodetic methods
 HV8346.and adjusted by the National Geodetic Survey in November 1994..
 HV8346
 HV8346.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8346
 HV8346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8346
 HV8346.The geoid height was determined by GEOID03.
 HV8346
 HV8346;                    North         East     Units Scale Factor Converg.
 HV8346;SPC VA N     - 2,129,519.954 3,601,534.805   MT  0.99995509   +0 43 47.3
 HV8346;SPC VA N     - 6,986,600.05 11,816,035.44   sFT  0.99995509   +0 43 47.3
 HV8346;UTM  18      - 4,300,236.289   297,684.599   MT  1.00010405   -1 27 42.4
 HV8346
 HV8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8346!SPC VA N     -   0.99998694  x   0.99995509  =   0.99994203
 HV8346!UTM  18      -   0.99998694  x   1.00010405  =   1.00009098
 HV8346
 HV8346                          SUPERSEDED SURVEY CONTROL
 HV8346
 HV8346  NAD 83(1993)-  38 49 39.68714(N)    077 19 50.33300(W) AD(       ) 2
 HV8346  NAD 83(1986)-  38 49 39.68743(N)    077 19 50.34066(W) AD(       ) 2
 HV8346  NGVD 29 (01/12/90)  115.3    (m)          378.     (f) VERT ANG       
 HV8346
 HV8346.Superseded values are not recommended for survey control.
 HV8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8346.See file dsdata.txt to determine how the superseded data were derived.
 HV8346
 HV8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9768500236(NAD 83)
 HV8346_MARKER: Z = SEE DESCRIPTION
 HV8346_SETTING: 0 = UNSPECIFIED SETTING
 HV8346_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8346
 HV8346  HISTORY     - Date     Condition        Report By
 HV8346  HISTORY     - 1975     MONUMENTED       VA-059
 HV8346
 HV8346                          STATION DESCRIPTION
 HV8346
 HV8346'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8346'THE STATION IS LOCATED ABOUT 5.3 MILES EAST OF CENTREVILLE, 4.5 MILES
 HV8346'NORTHEAST OF CLIFTON, 1.8 MILES SOUTHWEST OF FAIRFAX, IN THE ASPHALT
 HV8346'SURFACE OF PRESTWICK DRIVE IN FRONT OF HOUSE 4900 PRESTWICK DRIVE IN
 HV8346'THE BRECON RIDGE SUB- DIVISION, SEE FAIRFAX COUNTY TAX MAP 68-1,
 HV8346'REVISED TO 1-1-76.
 HV8346'
 HV8346'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8346'ROUTE 123, OX ROAD IN FAIRFAX, GO SOUTH ON ROUTE 123 FOR 1.5 MILES TO
 HV8346'THE JUNCTION WITH ROUTE 620, BRADDOCK ROAD. TURN RIGHT AND GO
 HV8346'NORTHWEST ON ROUTE 620 FOR 0.6 MILES TO JUNCTION WITH ROUTE 2538,
 HV8346'PRESTWICK DRIVE. TURN LEFT AND GO SOUTHWEST ON ROUTE 2538 FOR 0.25
 HV8346'MILES TO STATION ON LEFT NEAR THE END OF A U SHAPED DRIVE TO 4900
 HV8346'PRESTWICK DRIVE.
 HV8346'
 HV8346'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8346'CO DPW SUR--- IN THE ASPHALT SURFACE OF PRESTWICK DRIVE.
 HV8346'
 HV8346'REFERENCE MARK NO. 01 IS A PK NAIL IN THE SIDE OF UTILTIY POLE 4612-C
 HV8346'LOCATED 25 FEET E FROM THE CENTERLINE OF PRESTWICK DRIVE.
 HV8346'
 HV8346'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF UTILITY POLE 4610-L
 HV8346'LOCATED 21 FEET W FROM THE CENTERLINE OF PRESTWICK DRIVE, AND 72 FEET
 HV8346'W FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8347 ***********************************************************************
 HV8347  DESIGNATION -  BRECON 2
 HV8347  PID         -  HV8347
 HV8347  STATE/COUNTY-  VA/FAIRFAX
 HV8347  USGS QUAD   -  FAIRFAX (1994)
 HV8347
 HV8347                         *CURRENT SURVEY CONTROL
 HV8347  ___________________________________________________________________
 HV8347* NAD 83(1993)-  38 49 30.65264(N)    077 19 51.97786(W)     ADJUSTED  
 HV8347* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 HV8347  ___________________________________________________________________
 HV8347  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HV8347  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV8347
 HV8347  HORZ ORDER  -  SECOND
 HV8347
 HV8347.The horizontal coordinates were established by classical geodetic methods
 HV8347.and adjusted by the National Geodetic Survey in November 1994..
 HV8347
 HV8347.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8347
 HV8347.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8347
 HV8347.The geoid height was determined by GEOID03.
 HV8347
 HV8347;                    North         East     Units Scale Factor Converg.
 HV8347;SPC VA N     - 2,129,240.852 3,601,498.554   MT  0.99995494   +0 43 46.3
 HV8347;SPC VA N     - 6,985,684.36 11,815,916.51   sFT  0.99995494   +0 43 46.3
 HV8347;UTM  18      - 4,299,958.737   297,637.694   MT  1.00010429   -1 27 43.1
 HV8347
 HV8347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8347!SPC VA N     -   0.99998739  x   0.99995494  =   0.99994233
 HV8347!UTM  18      -   0.99998739  x   1.00010429  =   1.00009168
 HV8347
 HV8347                          SUPERSEDED SURVEY CONTROL
 HV8347
 HV8347  NAD 83(1993)-  38 49 30.65149(N)    077 19 51.98318(W) AD(       ) 2
 HV8347  NAD 83(1986)-  38 49 30.65178(N)    077 19 51.99084(W) AD(       ) 2
 HV8347  NGVD 29 (01/12/90)  112.4    (m)          369.     (f) VERT ANG       
 HV8347
 HV8347.Superseded values are not recommended for survey control.
 HV8347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8347.See file dsdata.txt to determine how the superseded data were derived.
 HV8347
 HV8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9763899959(NAD 83)
 HV8347_MARKER: Z = SEE DESCRIPTION
 HV8347_SETTING: 0 = UNSPECIFIED SETTING
 HV8347_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8347
 HV8347  HISTORY     - Date     Condition        Report By
 HV8347  HISTORY     - 1975     MONUMENTED       VA-059
 HV8347
 HV8347                          STATION DESCRIPTION
 HV8347
 HV8347'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8347'THE STATION IS LOCATED ABOUT 5.3 MILES EAST OF CENTREVILLE, 4.1 MILES
 HV8347'NORTHEAST OF CLIFTON, 2.0 MILES SOUTHWEST OF FAIRFAX, IN THE ASPHALT
 HV8347'SURFACE OF PRESTWICK DRIVE IN FRONT OF HOUSE 5017 IN THE BRECON RIDGE
 HV8347'SUB-DIVISION, SEE FAIRFAX COUNTY TAX MAP 68-1, REVISED TO 1-1-76.
 HV8347'
 HV8347'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8347'ROUTE 123, OX ROAD, IN FAIRFAX, GO SOUTH ON ROUTE 123 FOR 1.5 MILES
 HV8347'TO THE JUNCTION WITH ROUTE 620, BRADDOCK ROAD. TURN RIGHT AND GO
 HV8347'NORTHWEST 0.6 MILES TO THE JUNCTION WITH ROUTE 2538, PRESTWICK DRIVE.
 HV8347'TURN LEFT AND GO SOUTHWEST 0.45 MILES TO STATION ON LEFT IN FRONT OF
 HV8347'HOUSE 5017.
 HV8347'
 HV8347'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8347'CO DPW SUR--- IN THE ASPHALT SURFACE OF PRESTWICK DRIVE LOCATED 2 FEET
 HV8347'W FROM THE EASTERN EDGE OF THE ROAD, AND 15 FEET E FROM THE WESTERN
 HV8347'EDGE OF THE ROAD.
 HV8347'
 HV8347'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF UTILTIY POLE
 HV8347'4612-F LOCATED 15 FEET E FROM THE CENTERLINE OF PRESTWICK DRIVE.
 HV8347'
 HV8347'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF UTILTIY POLE
 HV8347'4610-J LOCATED 23 FEET W FROM THE CENTERLINE OF PRESTWICK DRIVE, AND
 HV8347'100 FEET NW FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5427 ***********************************************************************
 GV5427  DESIGNATION -  BREM
 GV5427  PID         -  GV5427
 GV5427  STATE/COUNTY-  VA/HENRICO
 GV5427  USGS QUAD   -  DUTCH GAP (1994)
 GV5427
 GV5427                         *CURRENT SURVEY CONTROL
 GV5427  ___________________________________________________________________
 GV5427* NAD 83(1993)-  37 22 36.23873(N)    077 16 29.01102(W)     ADJUSTED  
 GV5427* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV5427  ___________________________________________________________________
 GV5427  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 GV5427  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GV5427
 GV5427  HORZ ORDER  -  SECOND
 GV5427
 GV5427.The horizontal coordinates were established by classical geodetic methods
 GV5427.and adjusted by the National Geodetic Survey in September 1995..
 GV5427
 GV5427.The orthometric height was scaled from a topographic map.
 GV5427
 GV5427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5427
 GV5427.The geoid height was determined by GEOID03.
 GV5427
 GV5427;                    North         East     Units Scale Factor Converg.
 GV5427;SPC VA S     - 1,116,495.291 3,608,514.344   MT  0.99994541   +0 44 37.1
 GV5427;SPC VA S     - 3,663,034.97 11,838,934.14   sFT  0.99994541   +0 44 37.1
 GV5427;UTM  18      - 4,139,093.690   298,592.764   MT  1.00009970   -1 22 52.8
 GV5427
 GV5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5427!SPC VA S     -   1.00000452  x   0.99994541  =   0.99994993
 GV5427!UTM  18      -   1.00000452  x   1.00009970  =   1.00010422
 GV5427
 GV5427|---------------------------------------------------------------------|
 GV5427| PID    Reference Object                     Distance      Geod. Az  |
 GV5427|                                                           dddmmss.s |
 GV5427| DC5174 BREM RM 2                            43.623 METERS 00616     |
 GV5427| GV5455 WHITE HOUSE NORTHEAST CHIMNEY       APPROX. 1.1 KM 0370502.7 |
 GV5427| GV5496 TURKEY ISLAND SILO                  APPROX. 2.3 KM 1632406.4 |
 GV5427| DC5173 BREM RM 1                            71.531 METERS 27233     |
 GV5427| DC5172 BREM AZ MK                                         2821044.5 |
 GV5427| GV5428 CURL                                APPROX. 2.4 KM 2850320.3 |
 GV5427| GV5429 CURLES NECK ESTATE MILL SE GAB      APPROX. 2.2 KM 3132428.5 |
 GV5427|---------------------------------------------------------------------|
 GV5427
 GV5427                          SUPERSEDED SURVEY CONTROL
 GV5427
 GV5427  NAD 83(1993)-  37 22 36.23924(N)    077 16 29.01099(W) AD(       ) 2
 GV5427  NAD 83(1986)-  37 22 36.24468(N)    077 16 29.02828(W) AD(       ) 2
 GV5427  NAD 27      -  37 22 35.71700(N)    077 16 30.11200(W) AD(       ) 2
 GV5427
 GV5427.Superseded values are not recommended for survey control.
 GV5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5427.See file dsdata.txt to determine how the superseded data were derived.
 GV5427
 GV5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9859339094(NAD 83)
 GV5427_MARKER: DS = TRIANGULATION STATION DISK
 GV5427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5427
 GV5427  HISTORY     - Date     Condition        Report By
 GV5427  HISTORY     - 1942     MONUMENTED       CGS
 GV5427  HISTORY     - 1952     MARK NOT FOUND   AMS
 GV5427  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV5427  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5427  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5427
 GV5427                          STATION DESCRIPTION
 GV5427
 GV5427'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5427'STATION IS ON THE N AND W SIDE OF THE JAMES RIVER ON THE
 GV5427'EASTERN SIDE OF CURLES NECK AT PT. BREMO AND ABOUT 16 MILES
 GV5427'SE OF RICHMOND.  MARK IS IN AN OPEN PASTURE ABOUT 60 YARDS SW
 GV5427'OF A LONE RED BRICK HOUSE, ON TOP OF A SMALL KNOLL AT TOP OF
 GV5427'RIVER BANK.  IT IS 40 FEET NW OF A 10-INCH DIAMETER WALNUT
 GV5427'TREE WHICH IS ABOUT 30 FEET FROM CREST OF SLOPE TO RIVER.
 GV5427'A LARGE 36-INCH DIAMETER WALNUT TREE IS 235 FEET TO NW ON THE
 GV5427'N SIDE OF THE SMALL FARM ROAD LEADING THROUGH PASTURE.
 GV5427'
 GV5427'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GV5427'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5427'
 GV5427'REFERENCE MARK NO. 1 IS ABOUT 15 FEET NE OF THE LARGE WALNUT
 GV5427'TREE AND ABOUT 40 FEET W FROM CENTER LINE OF ROAD.
 GV5427'
 GV5427'REFERENCE MARK NO. 2 LIES 3 FEET NW OF THE SIDE OF FENCE
 GV5427'AROUND THE RED BRICK HOUSE, ABOUT 15 FEET N OF A GATE AT THE
 GV5427'NW CORNER.
 GV5427'
 GV5427'AZIMUTH MARK IS TO THE N OF THE STATION ABOUT 2 FEET S OF THE
 GV5427'FENCE ALONGSIDE THE DIRT ROAD LEADING TO THE HOUSE.  IT IS
 GV5427'ABOUT 250 YARDS W FROM GATE TO PASTURE AND ALONGSIDE THE
 GV5427'3RD CEDAR TREE COUNTING W FROM THE GATE.
 GV5427'
 GV5427'THE STATION SUBSURFACE MARK HAS NO DATE STAMPED ON IT,
 GV5427'WHILE THE SURFACE MARK HAS BOTH NAME AND DATE.  REFERENCE
 GV5427'MARK NO. 2 AND STATION MARK ARE FLUSH WITH GROUND.  REFERENCE
 GV5427'MARK NO. 1 AND AZIMUTH MARK PROJECTS ABOUT 2 INCHES.
 GV5427'
 GV5427'TO REACH FROM RICHMOND LEAVE THE STATE HIGHWAY BUILDING AT
 GV5427'12TH AND BROAD STREETS, ON RIGHT.  FOLLOW ROUTE 5 FOR 12.0
 GV5427'MILES TO WHERE CURLES NECK FARM ROAD JOINS FROM RIGHT (THIS
 GV5427'IS JUST ACROSS AN OLD CONCRETE BRIDGE AND ENTRANCE TO FARM
 GV5427'HAS STONE PILLARS ON EACH SIDE OF ROAD).  FOLLOW CURLES NECK
 GV5427'FARM ROAD PAST LARGE DAIRY BARNS ON LEFT FOR 2.1 MILES TO
 GV5427'JUNCTION WHICH HAS A SMALL TRIANGLE WITH MILL ON RIGHT SIDE
 GV5427'OF ROAD, TURN LEFT AND CONTINUE ON MACADAM ROAD FOR 1.2 MILES
 GV5427'TO WHERE DIRT ROAD JOINS FROM LEFT.  FOLLOW DIRT ROAD FOR
 GV5427'0.8 MILE TOWARDS SMALL BRICK HOUSE BY RIVERS EDGE.  ABOUT
 GV5427'100 YARDS BEFORE REACHING BRICK HOUSE TURN RIGHT ON DIRT
 GV5427'ROAD, THROUGH FENCE AND INTO PASTURE.  SITE IS ABOUT 200
 GV5427'FEET E OF ROAD AND 60 YARDS S OF HOUSE.
 GV5427
 GV5427                          STATION RECOVERY (1952)
 GV5427
 GV5427'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5427'PROBABLY DESTROYED.  COULD NOT LOCATE.  REFERENCE MARKS
 GV5427'FOUND IN GOOD CONDITION.
 GV5427
 GV5427                          STATION RECOVERY (1996)
 GV5427
 GV5427'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5427'MARK NOT FOUND.
 GV5427
 GV5427                          STATION RECOVERY (2000)
 GV5427
 GV5427'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5427'MARK NOT FOUND.
 GV5427
 GV5427                          STATION RECOVERY (2005)
 GV5427
 GV5427'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5459 ***********************************************************************
 HV5459  DESIGNATION -  BRENT
 HV5459  PID         -  HV5459
 HV5459  STATE/COUNTY-  VA/STAFFORD
 HV5459  USGS QUAD   -  WIDEWATER (1978)
 HV5459
 HV5459                         *CURRENT SURVEY CONTROL
 HV5459  ___________________________________________________________________
 HV5459* NAD 83(1993)-  38 24 34.93413(N)    077 18 53.06137(W)     ADJUSTED  
 HV5459* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5459  ___________________________________________________________________
 HV5459  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HV5459  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HV5459
 HV5459  HORZ ORDER  -  THIRD
 HV5459
 HV5459.The horizontal coordinates were established by classical geodetic methods
 HV5459.and adjusted by the National Geodetic Survey in November 1994..
 HV5459
 HV5459.The orthometric height was scaled from a topographic map.
 HV5459
 HV5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5459
 HV5459.The geoid height was determined by GEOID03.
 HV5459
 HV5459;                    North         East     Units Scale Factor Converg.
 HV5459;SPC VA N     - 2,083,143.805 3,603,514.980   MT  0.99995493   +0 44 23.1
 HV5459;SPC VA N     - 6,834,447.63 11,822,532.06   sFT  0.99995493   +0 44 23.1
 HV5459;SPC MD       -    82,527.621   372,510.710   MT  0.99998273   -0 11 51.1
 HV5459;SPC MD       -   270,759.37  1,222,145.55   sFT  0.99998273   -0 11 51.1
 HV5459;UTM  18      - 4,253,811.262   297,895.263   MT  1.00010305   -1 26 18.9
 HV5459
 HV5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5459!SPC VA N     -   1.00000499  x   0.99995493  =   0.99995992
 HV5459!SPC MD       -   1.00000499  x   0.99998273  =   0.99998772
 HV5459!UTM  18      -   1.00000499  x   1.00010305  =   1.00010804
 HV5459
 HV5459|---------------------------------------------------------------------|
 HV5459| PID    Reference Object                     Distance      Geod. Az  |
 HV5459|                                                           dddmmss.s |
 HV5459| DC6716 BRENT RM 1                           13.508 METERS 22654     |
 HV5459| DC6717 BRENT RM 2                           12.540 METERS 30155     |
 HV5459| HV5462 WALLER                              APPROX. 1.6 KM 3422205.0 |
 HV5459|---------------------------------------------------------------------|
 HV5459
 HV5459                          SUPERSEDED SURVEY CONTROL
 HV5459
 HV5459  NAD 83(1993)-  38 24 34.93612(N)    077 18 53.06774(W) AD(       ) 3
 HV5459  NAD 83(1986)-  38 24 34.93561(N)    077 18 53.07251(W) AD(       ) 3
 HV5459  NAD 27      -  38 24 34.50600(N)    077 18 54.14600(W) AD(       ) 3
 HV5459
 HV5459.Superseded values are not recommended for survey control.
 HV5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5459.See file dsdata.txt to determine how the superseded data were derived.
 HV5459
 HV5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9789553811(NAD 83)
 HV5459_MARKER: DS = TRIANGULATION STATION DISK
 HV5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5459
 HV5459  HISTORY     - Date     Condition        Report By
 HV5459  HISTORY     - 1928     MONUMENTED       CGS
 HV5459  HISTORY     - 1959     MARK NOT FOUND   CGS
 HV5459  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV5459
 HV5459                          STATION DESCRIPTION
 HV5459
 HV5459'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5459'LOCATED ABOUT 1-1/2 MILE UPRIVER FROM BRENT POINT, 3/4 MILE S OF
 HV5459'THE FARMHOUSE OF MR. LEE, ON THE HIGH-WATER LINE ON THE EXTRTEME
 HV5459'END OF A SMALL POINT 200 YARDS BELOW SMALL GUT OR MOUTH OF SMALL
 HV5459'CREEK.
 HV5459'
 HV5459'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HV5459'CONCRETE.
 HV5459'
 HV5459'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.4 METERS.
 HV5459
 HV5459                          STATION RECOVERY (1959)
 HV5459
 HV5459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5459'R.M. 1 FOUND IN POOR CONDITION.  STATION AND RM 2 NOT RECOVERED.
 HV5459'THE LOCATION OF THE STATION AND RM 2 HAS BEEN WASHED AWAY AND
 HV5459'THE ENTIRE AREA IS NOW UNDER ABOUT 18 INCHES OF WATER AT ALL
 HV5459'TIMES.  THIS PARTY, USING DISTANCE AND DIRECTION FROM RM 1 WADED
 HV5459'ENTIRE AREA AND FOUND NO REMAINS OF EITHER THE STATION OR THE
 HV5459'RM2.
 HV5459'
 HV5459'RM 1 IS AT H.W.L. AND PROJECTS 16 INCHES.  THE DISC IS STAMPED
 HV5459'BRENT 1 1928.
 HV5459
 HV5459                          STATION RECOVERY (1961)
 HV5459
 HV5459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5459'STATION MARK AND R.M. NO. 2 WERE REPORTED AS DESTROYED IN 1959.
 HV5459'A SEARCH FOR R.M. NO. 1 FAILED TO LOCATE THE MARK.  IT HAS
 HV5459'PROBABLY BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5583 ***********************************************************************
 HV5583  DESIGNATION -  BRENTSVILLE
 HV5583  PID         -  HV5583
 HV5583  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5583  USGS QUAD   -  NOKESVILLE (1994)
 HV5583
 HV5583                         *CURRENT SURVEY CONTROL
 HV5583  ___________________________________________________________________
 HV5583* NAD 83(1993)-  38 41 23.76553(N)    077 30 00.51164(W)     ADJUSTED  
 HV5583* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 HV5583  ___________________________________________________________________
 HV5583  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HV5583  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV5583
 HV5583  HORZ ORDER  -  SECOND
 HV5583
 HV5583.The horizontal coordinates were established by classical geodetic methods
 HV5583.and adjusted by the National Geodetic Survey in November 1994..
 HV5583
 HV5583.The orthometric height was scaled from a topographic map.
 HV5583
 HV5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5583
 HV5583.The geoid height was determined by GEOID03.
 HV5583
 HV5583;                    North         East     Units Scale Factor Converg.
 HV5583;SPC VA N     - 2,114,055.271 3,586,984.705   MT  0.99994918   +0 37 26.5
 HV5583;SPC VA N     - 6,935,863.00 11,768,298.99   sFT  0.99994918   +0 37 26.5
 HV5583;UTM  18      - 4,285,335.956   282,551.384   MT  1.00018231   -1 33 48.5
 HV5583
 HV5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5583!SPC VA N     -   0.99999203  x   0.99994918  =   0.99994121
 HV5583!UTM  18      -   0.99999203  x   1.00018231  =   1.00017434
 HV5583
 HV5583:                Primary Azimuth Mark                     Grid Az
 HV5583:SPC VA N     -  BRENTSVILLE AZ MK                        027 51 57.8
 HV5583:UTM  18      -  BRENTSVILLE AZ MK                        030 03 12.8
 HV5583
 HV5583|---------------------------------------------------------------------|
 HV5583| PID    Reference Object                     Distance      Geod. Az  |
 HV5583|                                                           dddmmss.s |
 HV5583| DC6722 BRENTSVILLE AZ MK                                  0282924.3 |
 HV5583| DC6723 BRENTSVILLE RM 1                     37.174 METERS 09243     |
 HV5583| DC6724 BRENTSVILLE RM 2                     30.812 METERS 33857     |
 HV5583|---------------------------------------------------------------------|
 HV5583
 HV5583                          SUPERSEDED SURVEY CONTROL
 HV5583
 HV5583  NAD 83(1986)-  38 41 23.76491(N)    077 30 00.52440(W) AD(       ) 2
 HV5583  NAD 27      -  38 41 23.34092(N)    077 30 01.56443(W) AD(       ) 2
 HV5583
 HV5583.Superseded values are not recommended for survey control.
 HV5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5583.See file dsdata.txt to determine how the superseded data were derived.
 HV5583
 HV5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8255185336(NAD 83)
 HV5583_MARKER: DS = TRIANGULATION STATION DISK
 HV5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5583
 HV5583  HISTORY     - Date     Condition        Report By
 HV5583  HISTORY     - 1943     MONUMENTED       CGS
 HV5583  HISTORY     - 1962     GOOD             ALSTER
 HV5583  HISTORY     - 1969     MARK NOT FOUND   USA
 HV5583
 HV5583                          STATION DESCRIPTION
 HV5583
 HV5583'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5583'THE STATION IS ABOUT 3 MILES SSE OF BRISTOW, IN THE VILLAGE
 HV5583'OF BRENTSVILLE ON THE SCHOOL GROUNDS.  IT IS 65 FEET NW OF THE
 HV5583'NW CORNER OF THE OLD RED BRICK COURTHOUSE AND 45 FEET NE OF THE
 HV5583'NE CORNER OF THE FRAME SCHOOLHOUSE.  IT IS STAMPED BRENTSVILLE
 HV5583'1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HV5583'
 HV5583'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5583'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5583'
 HV5583'REFERENCE MARK NO. 1 IS E OF THE STATION AND 70 FEET N OF THE
 HV5583'OLD RED BRICK COURTHOUSE.  IT IS STAMPED BRENTSVILLE NO. 1 1943
 HV5583'AND PROJECTS 4 INCHES.
 HV5583'
 HV5583'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 72 FEET NW OF
 HV5583'THE NW CORNER OF THE OLD COURTHOUSE.  IT IS STAMPED BRENTSVILLE
 HV5583'NO. 2 1943 AND PROJECTS 6 INCHES.
 HV5583'
 HV5583'THE AZIMUTH MARK IS ABOUT 0.6 MILE NNE OF THE STATION, 40
 HV5583'YARDS SE OF A YELLOW FARMHOUSE, 35 FEET W OF THE CENTER LINE
 HV5583'OF A GRAVEL ROAD AND 7 FEET W OF A WHITE REFERENCE POST.  IT
 HV5583'IS STAMPED BRENTSVILLE 1943 AND PROJECTS 4 INCHES.
 HV5583'
 HV5583'TO REACH THE STATION FROM BRISTOW GO S ON COUNTY HIGHWAY
 HV5583'619 FOR 3.35 MILES TO THE SCHOOLHOUSE AND THE STATION ON
 HV5583'THE LEFT SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK CONTINUE
 HV5583'S FOR ABOUT 0.2 MILE AND TAKE A LEFT FORK.  GO 0.2 MILE
 HV5583'AND TAKE ANOTHER LEFT FORK.  GO ABOUT 0.6 MILE TO THE SUMMIT
 HV5583'OF A HILL AND THE AZIMUTH MARK ON THE LEFT.
 HV5583'
 HV5583'A 103-FOOT SIGNAL AT MIDLANDS IS VISIBLE AT 64 FEET.  90-FOOT
 HV5583'SIGNALS AT FAIRFAX AND HOADLY ARE VISIBLE AT 103 FEET.  90-FOOT
 HV5583'SIGNALS AT MANASSAS AND WOODBINE ARE VISIBLE AT 77 FEET.
 HV5583'90-FOOT SIGNALS AT DAVID, FAYMAN, NOKES, AND GREENWICH ARE
 HV5583'VISIBLE AT 64 FEET.
 HV5583'
 HV5583'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HV5583
 HV5583                          STATION RECOVERY (1962)
 HV5583
 HV5583'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1962 (BWS)
 HV5583'STATION MARK AND REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 HV5583'
 HV5583'REFERENCE MARK NO. 2 APPARENTLY DESTROYED.
 HV5583'
 HV5583'AZIMUTH MARK NOT VISIBLE FROM STATION.
 HV5583
 HV5583                          STATION RECOVERY (1969)
 HV5583
 HV5583'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5583'THE STATION MARK AND BOTH REFERENCE MARKS HAVE EITHER BEEN
 HV5583'DESTROYED OR HAVE BEEN COVERED.  WHERE THE MARKS WOULD BE
 HV5583'LOCATED A BALL FIELD NOW EXISTS AND INDICATION OF THE ENTIRE
 HV5583'AREA BEING FILLED IN.
 HV5583'
 HV5583'THE AZIMUTH MARK WAS FOUND 0.6 MILE NNE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4421 ***********************************************************************
 DF4421  DESIGNATION -  BRES
 DF4421  PID         -  DF4421
 DF4421  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF4421  USGS QUAD   -  CHANCELLORSVILLE (1994)
 DF4421
 DF4421                         *CURRENT SURVEY CONTROL
 DF4421  ___________________________________________________________________
 DF4421* NAD 83(1993)-  38 16 52.72942(N)    077 40 55.25672(W)     ADJUSTED  
 DF4421* NAVD 88     -       109.5    (meters)     359.     (feet)  GPS OBS   
 DF4421  ___________________________________________________________________
 DF4421  X           -   1,069,502.430 (meters)                     COMP
 DF4421  Y           -  -4,897,794.477 (meters)                     COMP
 DF4421  Z           -   3,930,050.578 (meters)                     COMP
 DF4421  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF4421  ELLIP HEIGHT-          77.17  (meters)          (03/14/03) GPS OBS
 DF4421  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF4421
 DF4421  HORZ ORDER  -  FIRST
 DF4421  ELLP ORDER  -  FOURTH    CLASS I
 DF4421
 DF4421.The horizontal coordinates were established by GPS observations
 DF4421.and adjusted by the GEOMETRICS GPS INCORPORATED in March 2003..
 DF4421
 DF4421.The orthometric height was determined by GPS observations and a
 DF4421.high-resolution geoid model.
 DF4421
 DF4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4421
 DF4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4421
 DF4421.The ellipsoidal height was determined by GPS observations
 DF4421.and is referenced to NAD 83.
 DF4421
 DF4421.The geoid height was determined by GEOID03.
 DF4421
 DF4421;                    North         East     Units Scale Factor Converg.
 DF4421;SPC VA N     - 2,068,543.271 3,571,566.834   MT  0.99996550   +0 30 37.9
 DF4421;SPC VA N     - 6,786,545.71 11,717,715.52   sFT  0.99996550   +0 30 37.9
 DF4421;UTM  18      - 4,240,431.073   265,408.434   MT  1.00027781   -1 39 44.4
 DF4421
 DF4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4421!SPC VA N     -   0.99998789  x   0.99996550  =   0.99995339
 DF4421!UTM  18      -   0.99998789  x   1.00027781  =   1.00026570
 DF4421
 DF4421|---------------------------------------------------------------------|
 DF4421| PID    Reference Object                     Distance      Geod. Az  |
 DF4421|                                                           dddmmss.s |
 DF4421| DF4422 BRES AZ                             222.785 METERS 31155     |
 DF4421|---------------------------------------------------------------------|
 DF4421
 DF4421                          SUPERSEDED SURVEY CONTROL
 DF4421
 DF4421.No superseded survey control is available for this station.
 DF4421
 DF4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6540840431(NAD 83)
 DF4421_MARKER: DD = SURVEY DISK
 DF4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4421_STAMPING: BRES 2002
 DF4421_MARK LOGO: VA-177
 DF4421_PROJECTION: FLUSH
 DF4421_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4421+STABILITY: SURFACE MOTION
 DF4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4421+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2002
 DF4421
 DF4421  HISTORY     - Date     Condition        Report By
 DF4421  HISTORY     - 20021226 MONUMENTED       GEOMET
 DF4421
 DF4421                          STATION DESCRIPTION
 DF4421
 DF4421'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (KRO)
 DF4421'THE STATION IS LOCATED IN WESTERN SPOTSYLVANIA COUNTY, VIRGINIA, AT
 DF4421'BROCK ELEMENTARY
 DF4421'SCHOOL, APPROXIMATELY 11.0 MILES (17.7 KM) SOUTHWEST FROM THE CITY OF
 DF4421'FREDERICKSBURG.
 DF4421' 
 DF4421'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 613 (BROCK
 DF4421'ROAD) AND STATE
 DF4421'ROUTE 612 (CATHARPIN ROAD) AT TODDS TAVERN, PROCEED NORTHERLY ALONG
 DF4421'STATE ROUTE 613
 DF4421'(BROCK ROAD) A DISTANCE OF 2.5 MILES (4.0 KM) TO THE STATION ON THE
 DF4421'RIGHT AT THE FIRST
 DF4421'ENTRANCE TO THE BROCK ELEMENTARY  SCHOOL.
 DF4421' 
 DF4421'THE STATION IS 93.3 FEET (28.4 M) SOUTHWEST FROM A STORM WATER GRATE,
 DF4421'85.3 FEET (26.0 M)
 DF4421'SOUTH FROM A STORM WATER GRATE, 84.0 FEET (25.6 M) WEST-NORTHWEST FROM
 DF4421'A LIGHT POLE, 49
 DF4421'FEET (14.9 M) NORTHWEST FROM THE CENTERLINE OF THE SCHOOL SERVICE
 DF4421'ENTRANCE DRIVE, 34.0
 DF4421'FEET (10.4 M) NORTHEAST FROM THE CENTERLINE FROM STATE ROUTE 613, 12.2
 DF4421'FEET (3.7 M) WEST
 DF4421'FROM A UTILITY POLE NUMBER 405-79-146-371, 11.0 FEET (3.3 M)
 DF4421'WEST-NORTHWEST FROM A SIGN
 DF4421'(RECYCLING SITE) AND 1.0 FOOT (0.3 M) SOUTHWEST FROM A SPOTSYLVANIA
 DF4421'COUNTY WITNESS POST.
 DF4421'THE STATION IS A 3 1/2 INCH SPOTSYLVANIA COUNTY, VIRGINIA ALUMINUM
 DF4421'SURVEY DISK SET IN A
 DF4421'POURED IN PLACE CONCRETE MONUMENT, 10 INCHES IN DIAMETER, FLUSH WITH
 DF4421'THE GROUND
 DF4421'SURFACE AND STAMPED BRES 2002.  STATION BRES IS INTERVISIBLE WITH
 DF4421'STATION BRES AZ.
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421' 
 DF4421'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4422 ***********************************************************************
 DF4422  DESIGNATION -  BRES AZ
 DF4422  PID         -  DF4422
 DF4422  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF4422  USGS QUAD   -  CHANCELLORSVILLE (1994)
 DF4422
 DF4422                         *CURRENT SURVEY CONTROL
 DF4422  ___________________________________________________________________
 DF4422* NAD 83(1993)-  38 16 57.55598(N)    077 41 02.07807(W)     ADJUSTED  
 DF4422* NAVD 88     -       107.7    (meters)     353.     (feet)  GPS OBS   
 DF4422  ___________________________________________________________________
 DF4422  X           -   1,069,320.493 (meters)                     COMP
 DF4422  Y           -  -4,897,738.415 (meters)                     COMP
 DF4422  Z           -   3,930,166.309 (meters)                     COMP
 DF4422  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF4422  ELLIP HEIGHT-          75.41  (meters)          (03/14/03) GPS OBS
 DF4422  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF4422
 DF4422  HORZ ORDER  -  FIRST
 DF4422  ELLP ORDER  -  FOURTH    CLASS I
 DF4422
 DF4422.The horizontal coordinates were established by GPS observations
 DF4422.and adjusted by the GEOMETRICS GPS INCORPORATED in March 2003..
 DF4422
 DF4422.The orthometric height was determined by GPS observations and a
 DF4422.high-resolution geoid model.
 DF4422
 DF4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4422
 DF4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4422
 DF4422.The ellipsoidal height was determined by GPS observations
 DF4422.and is referenced to NAD 83.
 DF4422
 DF4422.The geoid height was determined by GEOID03.
 DF4422
 DF4422;                    North         East     Units Scale Factor Converg.
 DF4422;SPC VA N     - 2,068,690.606 3,571,399.735   MT  0.99996536   +0 30 33.6
 DF4422;SPC VA N     - 6,787,029.10 11,717,167.30   sFT  0.99996536   +0 30 33.6
 DF4422;UTM  18      - 4,240,584.686   265,246.991   MT  1.00027875   -1 39 48.8
 DF4422
 DF4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4422!SPC VA N     -   0.99998817  x   0.99996536  =   0.99995353
 DF4422!UTM  18      -   0.99998817  x   1.00027875  =   1.00026691
 DF4422
 DF4422|---------------------------------------------------------------------|
 DF4422| PID    Reference Object                     Distance      Geod. Az  |
 DF4422|                                                           dddmmss.s |
 DF4422| DF4421 BRES                                222.785 METERS 13155     |
 DF4422|---------------------------------------------------------------------|
 DF4422
 DF4422                          SUPERSEDED SURVEY CONTROL
 DF4422
 DF4422.No superseded survey control is available for this station.
 DF4422
 DF4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6524740585(NAD 83)
 DF4422_MARKER: DD = SURVEY DISK
 DF4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4422_STAMPING: BRES AZ 2002
 DF4422_MARK LOGO: VA-177
 DF4422_PROJECTION: FLUSH
 DF4422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4422+STABILITY: SURFACE MOTION
 DF4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4422+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2002
 DF4422
 DF4422  HISTORY     - Date     Condition        Report By
 DF4422  HISTORY     - 20021226 MONUMENTED       GEOMET
 DF4422
 DF4422                          STATION DESCRIPTION
 DF4422
 DF4422'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (KRO)
 DF4422'THE STATION IS LOCATED IN WESTERN SPOTSYLVANIA COUNTY, VIRGINIA,
 DF4422'APPROXIMATELY 11.0
 DF4422'MILES (17.7 KM) SOUTHWEST FROM THE CITY OF FREDERICKSBURG, AND 0.1
 DF4422'MILE (0.15
 DF4422'KM) NORTHWEST FROM THE BROCK ELEMENTARY SCHOOL.
 DF4422' 
 DF4422'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 613 (BROCK
 DF4422'ROAD) AND STATE
 DF4422'ROUTE 612 (CATHARPIN ROAD) AT TODDS TAVERN, PROCEED NORTHERLY ALONG
 DF4422'STATE ROUTE 613
 DF4422'(BROCK ROAD) A DISTANCE OF 2.65 MILES (4.3 KM) TO THE STATION ON THE
 DF4422'RIGHT.
 DF4422' 
 DF4422'THE STATION IS 284.0 FEET (86.6 M) SOUTH-SOUTHEAST FROM UTILITY POLE
 DF4422'NUMBER 405-79-090-440,
 DF4422'88.5 FEET (27.0 M) WEST NORTHWEST FROM A UTILITY POLE NUMBER
 DF4422'405-79-090-421, 85.0 FEET (25.9
 DF4422'KM) EAST SOUTHEAST FROM THE SCHOOL FLASHING SPEED LIMIT SIGN POST,
 DF4422'67.0 FEET (20.4 M)
 DF4422'SOUTHWEST FROM THE EDGE OF A WOODS LINE, 32.0 FEET (9.8 KM) NORTHEAST
 DF4422'FROM THE
 DF4422'CENTERLINE OF STATE ROUTE 613 (BROCK ROAD), 1.0 FOOT (0.3 M) SOUTHWEST
 DF4422'FROM A
 DF4422'SPOTSYLVANIA COUNTY WITNESS POST.  THE STATION IS A 3 1/2 INCH
 DF4422'SPOTSYLVANIA COUNTY,
 DF4422'VIRGINIA ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 DF4422'MONUMENT 10 INCHES IN
 DF4422'DIAMETER FLUSH WITH THE GROUND SURFACE AND STAMPED BRES AZ 2002.
 DF4422'STATION BRES AZ IS
 DF4422'INTERVISIBLE WITH STATION BRES.
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422' 
 DF4422'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8348 ***********************************************************************
 HV8348  DESIGNATION -  BRETH
 HV8348  PID         -  HV8348
 HV8348  STATE/COUNTY-  VA/FAIRFAX
 HV8348  USGS QUAD   -  VIENNA (1994)
 HV8348
 HV8348                         *CURRENT SURVEY CONTROL
 HV8348  ___________________________________________________________________
 HV8348* NAD 83(1993)-  38 52 57.58175(N)    077 17 34.40268(W)     ADJUSTED  
 HV8348* NAVD 88     -       127.9    (meters)     420.     (feet)  VERTCON   
 HV8348  ___________________________________________________________________
 HV8348  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HV8348  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8348
 HV8348  HORZ ORDER  -  SECOND
 HV8348
 HV8348.The horizontal coordinates were established by classical geodetic methods
 HV8348.and adjusted by the National Geodetic Survey in November 1994..
 HV8348
 HV8348.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8348
 HV8348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8348
 HV8348.The geoid height was determined by GEOID03.
 HV8348
 HV8348;                    North         East     Units Scale Factor Converg.
 HV8348;SPC VA N     - 2,135,664.012 3,604,732.815   MT  0.99995907   +0 45 12.2
 HV8348;SPC VA N     - 7,006,757.68 11,826,527.58   sFT  0.99995907   +0 45 12.2
 HV8348;UTM  18      - 4,306,254.344   301,115.783   MT  1.00008709   -1 26 23.2
 HV8348
 HV8348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8348!SPC VA N     -   0.99998491  x   0.99995907  =   0.99994398
 HV8348!UTM  18      -   0.99998491  x   1.00008709  =   1.00007200
 HV8348
 HV8348                          SUPERSEDED SURVEY CONTROL
 HV8348
 HV8348  NAD 83(1993)-  38 52 57.58089(N)    077 17 34.40648(W) AD(       ) 2
 HV8348  NAD 83(1986)-  38 52 57.58066(N)    077 17 34.41501(W) AD(       ) 2
 HV8348  NGVD 29 (01/12/90)  128.1    (m)          420.     (f) VERT ANG       
 HV8348
 HV8348.Superseded values are not recommended for survey control.
 HV8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8348.See file dsdata.txt to determine how the superseded data were derived.
 HV8348
 HV8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0111606254(NAD 83)
 HV8348_MARKER: DE = TRAVERSE STATION DISK
 HV8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8348+STABILITY: SURFACE MOTION
 HV8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8348+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 HV8348
 HV8348  HISTORY     - Date     Condition        Report By
 HV8348  HISTORY     - 1975     MONUMENTED       VA-059
 HV8348  HISTORY     - 19991115 GOOD             USPSQD
 HV8348  HISTORY     - 20020615 GOOD             INDIV
 HV8348
 HV8348                          STATION DESCRIPTION
 HV8348
 HV8348'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8348'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HERNDON, 6.1 MILES
 HV8348'SOUTHWEST OF FALLS CHURCH, 2.6 MILES NORTHEAST OF FAIRFAX CITY, ALONG
 HV8348'THE SOUTHEASTERN EDGE OF US ROUTE 123 IN FRONT OF THE OAKTON CHURCH
 HV8348'OF THE BRETHREN AT 10025 COURTHOUSE ROAD, TELEPHONE NUMBER
 HV8348'703-281-4411. SEE FAIRFAX COUNTY TAX MAP 47-2, 10000 BLOCK OF
 HV8348'COURTHOUSE ROAD, REVISED TO 1-1-76.
 HV8348'
 HV8348'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, ROUTE 236, AND
 HV8348'CHAIN BRIDGE ROAD, ROUTE 123, IN FAIRFAX CITY, GO NORTH ON CHAIN
 HV8348'BRIDGE ROAD FOR 3.2 MILES TO THE STATION ON THE RIGHT NEAR THE
 HV8348'ENTRANCE DRIVE TO THE CHURCH AND ABOUT 1.5 FEET OFF OF A CONCRETE
 HV8348'SIDEWALK.
 HV8348'
 HV8348'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8348'BRETH 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 HV8348'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 27
 HV8348'FEET SE FROM THE CENTERLINE OF THE NORTHBOUND LANE OF ROUTE 123 AND
 HV8348'22 FEET W FROM THE CENTERLINE OF COURTHOUSE ROAD.
 HV8348'
 HV8348'REFERENCE MARK NO. 01 IS A PK NAIL IN THE CONCRETE CURB AT THE CHURCH
 HV8348'ENTRANCE. LOCATED 18 FEET W FROM THE CENTERLINE OF COURTHOUSE ROAD.
 HV8348'
 HV8348'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF UTILITY POLE
 HV8348'CO-418 / WF-87 LOCATED 25 FEET SE FROM THE CENTERLINE OF THE
 HV8348'NORHTBOUND LANE OF ROUTE 123. AND 35 FEET W FROM RM 1.
 HV8348
 HV8348                          STATION RECOVERY (1999)
 HV8348
 HV8348'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8348'RECOVERED IN GOOD CONDITION.
 HV8348
 HV8348                          STATION RECOVERY (2002)
 HV8348
 HV8348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJT)
 HV8348'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1003 ***********************************************************************
 GW1003  DESIGNATION -  BRIAR
 GW1003  PID         -  GW1003
 GW1003  STATE/COUNTY-  VA/AMHERST
 GW1003  USGS QUAD   -  AMHERST (1978)
 GW1003
 GW1003                         *CURRENT SURVEY CONTROL
 GW1003  ___________________________________________________________________
 GW1003* NAD 83(1993)-  37 32 26.44959(N)    079 05 59.39285(W)     ADJUSTED  
 GW1003* NAVD 88     -       294.028  (meters)     964.66   (feet)  ADJUSTED  
 GW1003  ___________________________________________________________________
 GW1003  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 GW1003  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW1003  DYNAMIC HT  -         293.805 (meters)     963.93  (feet)  COMP
 GW1003  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GW1003
 GW1003  HORZ ORDER  -  SECOND
 GW1003  VERT ORDER  -  SECOND    CLASS 0
 GW1003
 GW1003.The horizontal coordinates were established by classical geodetic methods
 GW1003.and adjusted by the National Geodetic Survey in November 1994..
 GW1003
 GW1003.The orthometric height was determined by differential leveling
 GW1003.and adjusted by the National Geodetic Survey in June 1991..
 GW1003
 GW1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1003
 GW1003.The geoid height was determined by GEOID03.
 GW1003
 GW1003.The dynamic height is computed by dividing the NAVD 88
 GW1003.geopotential number by the normal gravity value computed on the
 GW1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1003.degrees latitude (g = 980.6199 gals.).
 GW1003
 GW1003.The modeled gravity was interpolated from observed gravity values.
 GW1003
 GW1003;                    North         East     Units Scale Factor Converg.
 GW1003;SPC VA S     - 1,134,154.428 3,446,991.445   MT  0.99994995   -0 21 50.6
 GW1003;SPC VA S     - 3,720,971.65 11,309,004.43   sFT  0.99994995   -0 21 50.6
 GW1003;UTM  17      - 4,156,551.075   667,872.888   MT  0.99994713   +1 09 29.1
 GW1003
 GW1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1003!SPC VA S     -   0.99995887  x   0.99994995  =   0.99990883
 GW1003!UTM  17      -   0.99995887  x   0.99994713  =   0.99990601
 GW1003
 GW1003:                Primary Azimuth Mark                     Grid Az
 GW1003:SPC VA S     -  AMHERST MUNICIPAL TANK                   037 58 58.3
 GW1003:UTM  17      -  AMHERST MUNICIPAL TANK                   036 27 38.6
 GW1003
 GW1003|---------------------------------------------------------------------|
 GW1003| PID    Reference Object                     Distance      Geod. Az  |
 GW1003|                                                           dddmmss.s |
 GW1003| GW2147 AMHERST MUNICIPAL TANK              APPROX. 6.0 KM 0373707.7 |
 GW1003| GW1166 MONROE                              APPROX. 7.4 KM 1922344.0 |
 GW1003| GW1002 BRIAR RM 1                           31.425 METERS 19237     |
 GW1003|---------------------------------------------------------------------|
 GW1003
 GW1003                          SUPERSEDED SURVEY CONTROL
 GW1003
 GW1003  NAD 83(1986)-  37 32 26.45537(N)    079 05 59.40510(W) AD(       ) 2
 GW1003  NAD 27      -  37 32 25.94117(N)    079 06 00.31618(W) AD(       ) 2
 GW1003  NGVD 29 (??/??/92)  294.235  (m)          965.34   (f) ADJ UNCH    2 0
 GW1003
 GW1003.Superseded values are not recommended for survey control.
 GW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1003.See file dsdata.txt to determine how the superseded data were derived.
 GW1003
 GW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6787356551(NAD 83)
 GW1003_MARKER: DE = TRAVERSE STATION DISK
 GW1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1003_STAMPING: BRIAR 1965
 GW1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1003+STABILITY: SURFACE MOTION
 GW1003
 GW1003  HISTORY     - Date     Condition        Report By
 GW1003  HISTORY     - 1965     MONUMENTED       CGS
 GW1003  HISTORY     - 1965     GOOD             CGS
 GW1003
 GW1003                          STATION DESCRIPTION
 GW1003
 GW1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW1003'THE STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF
 GW1003'AMHERST, 3 MILES NORTH OF MONROE, 0.5 MILE NORTHWEST OF U.S.
 GW1003'HIGHWAY 29.  THE STATION IS ON PROPERTY OWNED BY THE SWEET
 GW1003'BRIAR COLLEGE.
 GW1003'
 GW1003'TO REACH THE STATION FROM THE POST OFFICE IN AMHERST, GO
 GW1003'SOUTHERLY ON U.S. HIGHWAY 29 FOR 2.6 MILES TO THE ENTERANCE TO
 GW1003'THE SWEET BRIAR COLLEGE ON THE RIGHT, CONTINUE SOUTHERLY ON THE
 GW1003'HIGHWAY FOR 2.2 MILES TO A CROSSROAD, TURN RIGHT, ON GRAVELED
 GW1003'ROAD, COUNTY ROUTE 663 AND GO NORTHWESTERLY FOR 0.5 MILE TO THE
 GW1003'STATION ON THE RIGHT.
 GW1003'
 GW1003'THE STATION IS 30 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 GW1003'ROUTE 663, 27 FEET SOUTHEAST OF A 24-INCH OAK TREE AND 4.4
 GW1003'FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 GW1003'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES
 GW1003'AND STAMPED BRIAR 1965.
 GW1003'
 GW1003'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE CENTER
 GW1003'OF COUNTY ROUTE 663, 6 FEET EAST OF A WIRE FENCE AND 2.4
 GW1003'FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 GW1003'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES
 GW1003'AND STAMPED BRIAR NO 1 1965.
 GW1003'
 GW1003'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GW1003
 GW1003                          STATION RECOVERY (1965)
 GW1003
 GW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW1003'3.5 MI NE FROM MONROE.
 GW1003'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE MONROE
 GW1003'SCHOOL TO COUNTY ROAD 663, THENCE NORTH ON COUNTY ROAD 663
 GW1003'FOR 0.5 MILE TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GW1003'PROJECTING 3-INCHES, 103.1 FEET NORTH AND ACROSS ROAD FROM
 GW1003'RM 1, 30 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 663,
 GW1003'27 FEET SOUTHEAST OF A 24-INCH OAK TREE, 4.4 FEET SOUTHWEST
 GW1003'OF A METAL WITNESS SIGN AND IS ABOUT 2.0 FEET ABOVE THE LEVEL
 GW1003'OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2504 ***********************************************************************
 FY2504  DESIGNATION -  BRIAR
 FY2504  PID         -  FY2504
 FY2504  STATE/COUNTY-  VA/FRANKLIN
 FY2504  USGS QUAD   -  ROCKY MOUNT (1985)
 FY2504
 FY2504                         *CURRENT SURVEY CONTROL
 FY2504  ___________________________________________________________________
 FY2504* NAD 83(1993)-  36 53 58.69581(N)    079 52 52.75977(W)     ADJUSTED  
 FY2504* NAVD 88     -       479.2    (meters)    1572.     (feet)  VERTCON   
 FY2504  ___________________________________________________________________
 FY2504  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FY2504  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 FY2504
 FY2504  HORZ ORDER  -  SECOND
 FY2504
 FY2504.The horizontal coordinates were established by classical geodetic methods
 FY2504.and adjusted by the National Geodetic Survey in September 1995..
 FY2504
 FY2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2504
 FY2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2504
 FY2504.The geoid height was determined by GEOID03.
 FY2504
 FY2504;                    North         East     Units Scale Factor Converg.
 FY2504;SPC VA S     - 1,063,745.927 3,376,891.832   MT  0.99997853   -0 50 18.1
 FY2504;SPC VA S     - 3,489,973.10 11,079,019.29   sFT  0.99997853   -0 50 18.1
 FY2504;UTM  17      - 4,084,323.192   599,668.006   MT  0.99972238   +0 40 18.2
 FY2504
 FY2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2504!SPC VA S     -   0.99992987  x   0.99997853  =   0.99990840
 FY2504!UTM  17      -   0.99992987  x   0.99972238  =   0.99965227
 FY2504
 FY2504:                Primary Azimuth Mark                     Grid Az
 FY2504:SPC VA S     -  GARDEN                                   176 31 10.5
 FY2504:UTM  17      -  GARDEN                                   175 00 34.2
 FY2504
 FY2504|---------------------------------------------------------------------|
 FY2504| PID    Reference Object                     Distance      Geod. Az  |
 FY2504|                                                           dddmmss.s |
 FY2504| FY1467 GARDEN                              APPROX. 4.8 KM 1754052.4 |
 FY2504| DC5046 BRIAR RM 1                            8.312 METERS 27943     |
 FY2504|---------------------------------------------------------------------|
 FY2504
 FY2504                          SUPERSEDED SURVEY CONTROL
 FY2504
 FY2504  NAD 83(1986)-  36 53 58.70068(N)    079 52 52.76003(W) AD(       ) 2
 FY2504  NAD 27      -  36 53 58.19893(N)    079 52 53.63822(W) AD(       ) 2
 FY2504  NGVD 29 (07/19/86)  479.4    (m)         1573.     (f) VERT ANG       
 FY2504
 FY2504.Superseded values are not recommended for survey control.
 FY2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2504.See file dsdata.txt to determine how the superseded data were derived.
 FY2504
 FY2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9966884323(NAD 83)
 FY2504_MARKER: DE = TRAVERSE STATION DISK
 FY2504_SETTING: 66 = SET IN ROCK OUTCROP
 FY2504
 FY2504  HISTORY     - Date     Condition        Report By
 FY2504  HISTORY     - 1964     MONUMENTED       CGS
 FY2504
 FY2504                          STATION DESCRIPTION
 FY2504
 FY2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2504'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF ROCKY MOUNT,
 FY2504'1 MILE WEST OF SYDNORSVILLE AND ON THE SOUTH RIGHT OF WAY
 FY2504'OF COUNTY ROAD 724 THAT PASSES OVER BRIAR MOUNTAIN.
 FY2504'
 FY2504'TO REACH THE STATION FROM THE POST OFFICE IN SYDNORSVILLE,
 FY2504'GO SOUTH ON U.S. HIGHWAY 220 FOR 0.05 MILE TO A CROSSROAD
 FY2504'AND SIGN ON THE RIGHT, BETHLEHEM METHODIST CHURCH, TURN RIGHT
 FY2504'ON COUNTY ROAD 724 AND GO WESTERLY FOR 0.7 MILE TO A FORK,
 FY2504'KEEP RIGHT ON COUNTY ROAD 724 AND GO 0.45 MILE TO THE STATION
 FY2504'ON THE LEFT AT THE CREST OF HILL.
 FY2504'
 FY2504'THE STATION MARK IS 21 FEET SOUTHWEST OF THE APPROXIMATE
 FY2504'CENTER OF COUNTY ROAD 724, 13.3 FEET SOUTH OF A METAL WITNESS
 FY2504'SIGN AND 7 FEET NORTHEAST OF A WIRE FENCE.  IT IS A STANDARD
 FY2504'TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FY2504'BEDROCK AND IS STAMPED BRIAR 1964.
 FY2504'
 FY2504'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE APPROXIMATE
 FY2504'CENTER OF COUNTY ROAD 724, 26 FEET SOUTHWEST OF A METAL
 FY2504'WITNESS SIGN AND 5 FEET SOUTH OF A WIRE FENCE.  IT IS A
 FY2504'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 FY2504'BEDROCK AND IS STAMPED BRIAR NO 1 1964.
 FY2504'
 FY2504'TRAVERSE STATION GARDEN WILL SERVE AS THE AZIMUTH MARK.  SEE
 FY2504'DESCRIPTION THEREOF.
 FY2504'
 FY2504'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5134 ***********************************************************************
 GV5134  DESIGNATION -  BRIAR
 GV5134  PID         -  GV5134
 GV5134  STATE/COUNTY-  VA/NEW KENT
 GV5134  USGS QUAD   -  TUNSTALL (1984)
 GV5134
 GV5134                         *CURRENT SURVEY CONTROL
 GV5134  ___________________________________________________________________
 GV5134* NAD 83(1993)-  37 36 09.63441(N)    077 05 26.77753(W)     ADJUSTED  
 GV5134* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5134  ___________________________________________________________________
 GV5134  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 GV5134  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV5134
 GV5134  HORZ ORDER  -  THIRD
 GV5134
 GV5134.The horizontal coordinates were established by classical geodetic methods
 GV5134.and adjusted by the National Geodetic Survey in November 1994..
 GV5134
 GV5134.The orthometric height was scaled from a topographic map.
 GV5134
 GV5134.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5134
 GV5134.The geoid height was determined by GEOID03.
 GV5134
 GV5134;                    North         East     Units Scale Factor Converg.
 GV5134;SPC VA S     - 1,141,795.251 3,624,430.454   MT  0.99995380   +0 51 19.1
 GV5134;SPC VA S     - 3,746,039.92 11,891,152.25   sFT  0.99995380   +0 51 19.1
 GV5134;UTM  18      - 4,163,787.851   315,439.331   MT  1.00001958   -1 16 34.0
 GV5134
 GV5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5134!SPC VA S     -   1.00000392  x   0.99995380  =   0.99995772
 GV5134!UTM  18      -   1.00000392  x   1.00001958  =   1.00002350
 GV5134
 GV5134|---------------------------------------------------------------------|
 GV5134| PID    Reference Object                     Distance      Geod. Az  |
 GV5134|                                                           dddmmss.s |
 GV5134| GV5173 MINK                                202.907 METERS 00321     |
 GV5134| GV5194 RAT                                 112.329 METERS 04212     |
 GV5134| GV5179 MUTTON 1912                         277.038 METERS 09941     |
 GV5134| DC5175 BRIAR RM 1                           14.306 METERS 11322     |
 GV5134| GV5171 LOO                                 138.945 METERS 12356     |
 GV5134| DC5176 BRIAR RM 2                           11.688 METERS 13337     |
 GV5134| DC5177 BRIAR RM 3                           14.481 METERS 30407     |
 GV5134| GV5187 PIKE 1912                           225.468 METERS 33346     |
 GV5134|---------------------------------------------------------------------|
 GV5134
 GV5134                          SUPERSEDED SURVEY CONTROL
 GV5134
 GV5134  NAD 83(1986)-  37 36 09.63561(N)    077 05 26.79522(W) AD(       ) 3
 GV5134  NAD 27      -  37 36 09.08500(N)    077 05 27.79100(W) AD(       ) 3
 GV5134
 GV5134.Superseded values are not recommended for survey control.
 GV5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5134.See file dsdata.txt to determine how the superseded data were derived.
 GV5134
 GV5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1543963788(NAD 83)
 GV5134_MARKER: DS = TRIANGULATION STATION DISK
 GV5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5134
 GV5134  HISTORY     - Date     Condition        Report By
 GV5134  HISTORY     - 1912     MONUMENTED       CGS
 GV5134  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5134  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5134  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV5134
 GV5134                          STATION DESCRIPTION
 GV5134
 GV5134'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5134'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV5134'ABOUT 300 METERS BELOW THE JONES OR GARLIC CORN MILL, 90
 GV5134'METERS ABOVE JONES 10 ACRE LOT FENCE, 7 METERS BACK FROM TOP
 GV5134'OF BANK AND 7 METERS SQUARE OFF NE FROM THE ROAD.
 GV5134'
 GV5134'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5134'BEARING THE STANDARD BRASS DISK REINFORCED IN CENTER, STANDING
 GV5134'1/2 INCH ABOVE SURFACE.  SUB-MARKED.
 GV5134'
 GV5134'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON RED CEDAR
 GV5134'SNAG, 1-FOOT IN DIAMETER STANDING ONLY 1 METER BACK FROM
 GV5134'TOP EDGE OF BANK, DISTANT 14.306 METERS ON LINE 139 DEG 35 MIN
 GV5134'16 SEC TO RIGHT OF STATION PIKE.
 GV5134'
 GV5134'REFERENCE MARK NO. 2 IS HEAD OF SPIKE IN CEDAR STUMP, 14
 GV5134'INCHES IN DIAMETER, DISTANT 11.688 METERS ON LINE 159 DEG
 GV5134'50 MIN 51 SEC TO RIGHT OF STATION PIKE.
 GV5134'
 GV5134'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 4-INCH WILD
 GV5134'CHERRY TREE, DISTANT 14.481 METERS ON LINE 330 DEG 20 MIN
 GV5134'47 SEC TO RIGHT OF LINE TO STATION PIKE.
 GV5134
 GV5134                          STATION RECOVERY (2000)
 GV5134
 GV5134'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5134'MARK NOT FOUND.
 GV5134
 GV5134                          STATION RECOVERY (2001)
 GV5134
 GV5134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5134
 GV5134                          STATION RECOVERY (2005)
 GV5134
 GV5134'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5312 ***********************************************************************
 GV5312  DESIGNATION -  BRIAR
 GV5312  PID         -  GV5312
 GV5312  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5312  USGS QUAD   -  CHARLES CITY (1987)
 GV5312
 GV5312                         *CURRENT SURVEY CONTROL
 GV5312  ___________________________________________________________________
 GV5312* NAD 83(1993)-  37 17 43.07363(N)    077 01 14.12926(W)     ADJUSTED  
 GV5312* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5312  ___________________________________________________________________
 GV5312  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 GV5312  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 GV5312
 GV5312  HORZ ORDER  -  THIRD
 GV5312
 GV5312.The horizontal coordinates were established by classical geodetic methods
 GV5312.and adjusted by the National Geodetic Survey in September 1995..
 GV5312
 GV5312.The orthometric height was scaled from a topographic map.
 GV5312
 GV5312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5312
 GV5312.The geoid height was determined by GEOID03.
 GV5312
 GV5312;                    North         East     Units Scale Factor Converg.
 GV5312;SPC VA S     - 1,107,781.355 3,631,161.206   MT  0.99994619   +0 53 52.4
 GV5312;SPC VA S     - 3,634,446.00 11,913,234.72   sFT  0.99994619   +0 53 52.4
 GV5312;UTM  18      - 4,129,545.544   320,903.402   MT  0.99999513   -1 13 28.7
 GV5312
 GV5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5312!SPC VA S     -   1.00000527  x   0.99994619  =   0.99995146
 GV5312!UTM  18      -   1.00000527  x   0.99999513  =   1.00000040
 GV5312
 GV5312|---------------------------------------------------------------------|
 GV5312| PID    Reference Object                     Distance      Geod. Az  |
 GV5312|                                                           dddmmss.s |
 GV5312| DC5181 BRIAR WM 2                            1.520 METERS 06354     |
 GV5312| DC5178 BRIAR RM 1                           10.757 METERS 08535     |
 GV5312| DC5179 BRIAR RM 2                            8.966 METERS 17222     |
 GV5312| DC5180 BRIAR WM 1                            3.340 METERS 22225     |
 GV5312| GV5340 UPPER BRANDON HOUSE ON WHARF        APPROX. 1.4 KM 2385057.5 |
 GV5312| GV5334 MILTON LIGHT                        APPROX. 1.2 KM 3424457.4 |
 GV5312|---------------------------------------------------------------------|
 GV5312
 GV5312                          SUPERSEDED SURVEY CONTROL
 GV5312
 GV5312  NAD 83(1993)-  37 17 43.07522(N)    077 01 14.13053(W) AD(       ) 3
 GV5312  NAD 83(1986)-  37 17 43.07754(N)    077 01 14.14821(W) AD(       ) 3
 GV5312  NAD 27      -  37 17 42.54500(N)    077 01 15.26600(W) AD(       ) 3
 GV5312
 GV5312.Superseded values are not recommended for survey control.
 GV5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5312.See file dsdata.txt to determine how the superseded data were derived.
 GV5312
 GV5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2090329546(NAD 83)
 GV5312_MARKER: DS = TRIANGULATION STATION DISK
 GV5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5312
 GV5312  HISTORY     - Date     Condition        Report By
 GV5312  HISTORY     - 1938     MONUMENTED       CGS
 GV5312  HISTORY     - 1942     GOOD             CGS
 GV5312  HISTORY     - 1948     GOOD             CGS
 GV5312  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5312  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5312
 GV5312                          STATION DESCRIPTION
 GV5312
 GV5312'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5312'STATION IS ON THE SOUTH SHORE OF THE JAMES RIVER, ABOUT 0.6
 GV5312'MILES SOUTHWEST OF THE NORTHWEST TANGENT OF KENNON MARSH, 1420
 GV5312'METERS NORTHEAST OF THE UPPER BRANDON FARM WHARF, AMONG THE FRINGE
 GV5312'OF TREES THAT GROW BETWEEN THE RIVER BANK AND THE EDGE OF A
 GV5312'CULTIVATED FIELD.  THE STATION IS 5 METERS INSHORE FROM THE HIGH
 GV5312'WATER LINE, 1-1/2 METERS BACK FROM THE EDGE OF A 3-FOOT BANK, 8
 GV5312'METERS NORTHWEST OF EDGE OF FARM ROAD ALONG EDGE OF FIELD.  IT
 GV5312'IS ON THE PROPERTY OF F.O. BYRD, ABOUT 0.7 MILES NORTHEAST
 GV5312'FROM HIS HOUSE AND ABOUT 75 METERS SOUTHWEST OF THE MOST
 GV5312'NORTHERLY POINT OF HIS CULTIVATED GROUND AT THE EDGE OF THE
 GV5312'HEAVY WOODS OF KENNON MARSH.  FROM THE STATION FORT POWHATAN
 GV5312'LIGHT SHOWS A LITTLE OUTSIDE (NORTHWEST) OF BRANDON FARM
 GV5312'WHARF AND ABOUT THROUGH THE CENTER OF A GROUP OF PILINGS
 GV5312'OF AN OLD ABANDONED WHARF THAT ARE ABOUT 800 METERS TO SOUTHWEST.
 GV5312'THE STATION MARK PROJECTS ABOUT 2 INCHES ABOVE SURFACE OF
 GV5312'GROUND.
 GV5312'
 GV5312'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GV5312'IN CONCRETE, NOTES 1A, 7A AND 11A.  WITNESS MARKS ARE TRIANGULAR
 GV5312'BLAZES ON TREES, NOTE 15A.
 GV5312'
 GV5312'THE REFERENCE MARKS ARE SET ALONG THE NORTHWEST SIDE OF THE
 GV5312'FARM ROAD.
 GV5312'
 GV5312'WITNESS MARK NO. 1 IS ON A 12-INCH WALNUT.  WITNESS MARK NO.
 GV5312'2 IS ON A DOUBLE LOCUST.
 GV5312
 GV5312                          STATION RECOVERY (1942)
 GV5312
 GV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5312'1938 DESCRIPTION IS ADEQUATE WITH FOLLOWING ADDITION--STATION IS
 GV5312'APPROXIMATELY 60 METERS W OF THE NE CORNER OF THE FIELD.
 GV5312
 GV5312                          STATION RECOVERY (1948)
 GV5312
 GV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5312'RECOVERED AS DESCRIBED, STATION AND REFERENCE MARKS FOUND IN
 GV5312'GOOD CONDITION AND APPARENTLY UNDISTURBED.  DESCRIPTION IS
 GV5312'ADEQUATE.
 GV5312
 GV5312                          STATION RECOVERY (1998)
 GV5312
 GV5312'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5312'MARK NOT FOUND.
 GV5312
 GV5312                          STATION RECOVERY (2003)
 GV5312
 GV5312'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1002 ***********************************************************************
 GW1002  DESIGNATION -  BRIAR RM 1
 GW1002  PID         -  GW1002
 GW1002  STATE/COUNTY-  VA/AMHERST
 GW1002  USGS QUAD   -  AMHERST (1978)
 GW1002
 GW1002                         *CURRENT SURVEY CONTROL
 GW1002  ___________________________________________________________________
 GW1002* NAD 83(1986)-  37 32 26.     (N)    079 05 59.     (W)     SCALED    
 GW1002* NAVD 88     -       293.679  (meters)     963.51   (feet)  ADJUSTED  
 GW1002  ___________________________________________________________________
 GW1002  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW1002  DYNAMIC HT  -         293.456 (meters)     962.78  (feet)  COMP
 GW1002  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 GW1002
 GW1002  VERT ORDER  -  SECOND    CLASS 0
 GW1002
 GW1002.The horizontal coordinates were scaled from a topographic map and have
 GW1002.an estimated accuracy of +/- 6 seconds.
 GW1002
 GW1002.The orthometric height was determined by differential leveling
 GW1002.and adjusted by the National Geodetic Survey in June 1991..
 GW1002
 GW1002.The geoid height was determined by GEOID03.
 GW1002
 GW1002.The dynamic height is computed by dividing the NAVD 88
 GW1002.geopotential number by the normal gravity value computed on the
 GW1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1002.degrees latitude (g = 980.6199 gals.).
 GW1002
 GW1002.The modeled gravity was interpolated from observed gravity values.
 GW1002
 GW1002;                    North         East    Units  Estimated Accuracy
 GW1002;SPC VA S     - 1,134,140.    3,447,000.      MT  (+/- 180 meters Scaled)
 GW1002
 GW1002                          SUPERSEDED SURVEY CONTROL
 GW1002
 GW1002  NGVD 29 (??/??/92)  293.885  (m)          964.19   (f) ADJ UNCH    2 0
 GW1002
 GW1002.Superseded values are not recommended for survey control.
 GW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1002.See file dsdata.txt to determine how the superseded data were derived.
 GW1002
 GW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB678565(NAD 83)
 GW1002_MARKER: DR = REFERENCE MARK DISK
 GW1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1002_STAMPING: BRIAR NO 1 1965
 GW1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1002+STABILITY: SURFACE MOTION
 GW1002
 GW1002  HISTORY     - Date     Condition        Report By
 GW1002  HISTORY     - 1965     MONUMENTED       CGS
 GW1002
 GW1002                          STATION DESCRIPTION
 GW1002
 GW1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1002'3.5 MI NE FROM MONROE.
 GW1002'AT THE BRIAR STATION SITE-- 103.1 FEET SOUTH AND ACROSS ROAD
 GW1002'FROM THE STATION, 18 FEET WEST OF COUNTY ROAD 663, 6 FEET EAST
 GW1002'OF A WIRE FENCE 2.4 FEET SOUTHEAST OF A METAL WITNESS SIGN,
 GW1002'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS
 GW1002'ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1421 ***********************************************************************
 GW1421  DESIGNATION -  BRICK
 GW1421  PID         -  GW1421
 GW1421  STATE/COUNTY-  VA/FRANKLIN
 GW1421  USGS QUAD   -  BOONES MILL (1978)
 GW1421
 GW1421                         *CURRENT SURVEY CONTROL
 GW1421  ___________________________________________________________________
 GW1421* NAD 83(1993)-  37 04 27.98821(N)    079 55 03.24478(W)     ADJUSTED  
 GW1421* NAVD 88     -       368.065  (meters)    1207.56   (feet)  ADJUSTED  
 GW1421  ___________________________________________________________________
 GW1421  X           -     892,005.287 (meters)                     COMP
 GW1421  Y           -  -5,016,597.924 (meters)                     COMP
 GW1421  Z           -   3,824,190.144 (meters)                     COMP
 GW1421  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GW1421  ELLIP HEIGHT-         335.74  (meters)          (05/02/02) GPS OBS
 GW1421  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1421  DYNAMIC HT  -         367.755 (meters)    1206.54  (feet)  COMP
 GW1421  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GW1421
 GW1421  HORZ ORDER  -  FIRST
 GW1421  VERT ORDER  -  FIRST     CLASS II
 GW1421  ELLP ORDER  -  FOURTH    CLASS II
 GW1421
 GW1421.The horizontal coordinates were established by GPS observations
 GW1421.and adjusted by the National Geodetic Survey in March 1998..
 GW1421
 GW1421.The orthometric height was determined by differential leveling
 GW1421.and adjusted by the National Geodetic Survey in June 1991..
 GW1421
 GW1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW1421
 GW1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1421
 GW1421.The ellipsoidal height was determined by GPS observations
 GW1421.and is referenced to NAD 83.
 GW1421
 GW1421.The geoid height was determined by GEOID03.
 GW1421
 GW1421.The dynamic height is computed by dividing the NAVD 88
 GW1421.geopotential number by the normal gravity value computed on the
 GW1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1421.degrees latitude (g = 980.6199 gals.).
 GW1421
 GW1421.The modeled gravity was interpolated from observed gravity values.
 GW1421
 GW1421;                    North         East     Units Scale Factor Converg.
 GW1421;SPC VA S     - 1,083,190.232 3,373,952.998   MT  0.99995841   -0 51 37.3
 GW1421;SPC VA S     - 3,553,766.62 11,069,377.46   sFT  0.99995841   -0 51 37.3
 GW1421;UTM  17      - 4,103,678.379   596,218.151   MT  0.99971405   +0 39 09.3
 GW1421
 GW1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1421!SPC VA S     -   0.99994731  x   0.99995841  =   0.99990573
 GW1421!UTM  17      -   0.99994731  x   0.99971405  =   0.99966138
 GW1421
 GW1421:                Primary Azimuth Mark                     Grid Az
 GW1421:SPC VA S     -  GRASSY MOUNTIAN LOOKOUT TOWER            159 51 23.3
 GW1421:UTM  17      -  GRASSY MOUNTIAN LOOKOUT TOWER            158 20 36.7
 GW1421
 GW1421|---------------------------------------------------------------------|
 GW1421| PID    Reference Object                     Distance      Geod. Az  |
 GW1421|                                                           dddmmss.s |
 GW1421| GW2219 GRASSY MOUNTIAN LOOKOUT TOWER       APPROX. 6.0 KM 1585946.0 |
 GW1421| GW1422 BRICK RM 1                            8.921 METERS 22117     |
 GW1421| GW1418 TAYLOR                              APPROX. 1.5 KM 3221403.3 |
 GW1421|---------------------------------------------------------------------|
 GW1421
 GW1421                          SUPERSEDED SURVEY CONTROL
 GW1421
 GW1421  ELLIP H (03/24/98)  335.80   (m)                       GP(       ) 4 1
 GW1421  NAD 83(1993)-  37 04 27.98978(N)    079 55 03.24168(W) AD(       ) 2
 GW1421  NAD 83(1986)-  37 04 27.99207(N)    079 55 03.24987(W) AD(       ) 2
 GW1421  NAD 27      -  37 04 27.48396(N)    079 55 04.13517(W) AD(       ) 2
 GW1421  NAVD 88 (03/24/98)  368.06   (m)         1207.5    (f) LEVELING    3  
 GW1421  NGVD 29 (??/??/92)  368.251  (m)         1208.17   (f) ADJ UNCH    1 2
 GW1421
 GW1421.Superseded values are not recommended for survey control.
 GW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1421.See file dsdata.txt to determine how the superseded data were derived.
 GW1421
 GW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9621803678(NAD 83)
 GW1421_MARKER: DE = TRAVERSE STATION DISK
 GW1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1421_STAMPING: BRICK
 GW1421_MARK LOGO: CGS   
 GW1421_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1421+STABILITY: SURFACE MOTION
 GW1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1421+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 GW1421
 GW1421  HISTORY     - Date     Condition        Report By
 GW1421  HISTORY     - 1963     MONUMENTED       CGS
 GW1421  HISTORY     - 1964     GOOD             NGS
 GW1421  HISTORY     - 19960919 GOOD             NGS
 GW1421
 GW1421                          STATION DESCRIPTION
 GW1421
 GW1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GW1421'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF ROCKY MOUNT AND
 GW1421'ON THE NORTH RIGHT-OF-WAY OF COUNTY ROUTE 697.
 GW1421'
 GW1421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 GW1421'BYPASS AND STATE HIGHWAY 40, WHICH IS ABOUT 1.0 MILE EAST OF
 GW1421'ROCKY MOUNT, GO NORTH ON U.S. HIGHWAY 220 FOR 6.2 MILES TO
 GW1421'A SIDE ROAD ON THE LEFT, JUST OPPOSITE THE FRANKLIN MEMORIAL
 GW1421'PARK, TURN LEFT ON COUNTY ROUTE 697 AND GO 0.2 MILE TO THE
 GW1421'STATION ON THE RIGHT AS DESCRIBED.
 GW1421'
 GW1421'STATION IS 16 FEET NORTH OF THE CENTER OF COUNTY ROUTE 697,
 GW1421'3.0 FEET WEST OF A METAL WITNESS SIGN AND 1 FOOT SOUTH OF A
 GW1421'WIRE FENCE CORNER POST.  THE MARK IS A STANDARD DISK SET IN
 GW1421'THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED BRICK
 GW1421'1963.
 GW1421'
 GW1421'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF COUNTY
 GW1421'697 AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 GW1421'DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GW1421'STAMPED BRICK NO 1 1963.
 GW1421'
 GW1421'TRAVERSE STATION TAYLOR WILL SERVE AS THE AZIMUTH MARK.  SEE
 GW1421'DESCRIPTION THEREOF.
 GW1421'
 GW1421'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GW1421
 GW1421                          STATION RECOVERY (1964)
 GW1421
 GW1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1421'3.6 MI S FROM BOONES MILL.
 GW1421'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 GW1421'IN BOONES MILL TO COUNTY ROAD 697, THENCE WEST 0.2 MILE TO THE
 GW1421'STATION SET IN THE TOP OF A CONCRETE POST FLUSH, AT THE SOUTHWEST
 GW1421'CORNER OF A SMALL CEMETERY, 16 FEET NORTH OF THE CENTER OF COUNTY
 GW1421'ROAD 697, 3 FEET WEST OF A METAL WITNESS SIGN, 1 FOOT SOUTH OF A
 GW1421'WIRE FENCE CORNER POST AND IS ABOUT 1 FOOT BELOW THE ROAD.
 GW1421
 GW1421                          STATION RECOVERY (1996)
 GW1421
 GW1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (PDL)
 GW1421'THE STATION IS ABOUT 3.6 MI (5.8 KM) SOUTH OF BOONES MILL.  TO REACH
 GW1421'THE STATION FROM THE POST OFFICE IN BOONES MILL, PROCEED SOUTH ON U.S
 GW1421'HIGHWAY 220 TO COUNTY ROAD 697.  TURN RIGHT, WEST FOR 0.2 MI (0.3 KM)
 GW1421'TO JUST PAST A SMALL CMETERY AND THE STATION ON THE RIGHT.  THE
 GW1421'STATION IS 189 FT.  (57.6 M) SOUTH-SOUTHWEST OF THE CENTER OF TWO
 GW1421'SHORT AND SMALL DECORATIVE BRICK WALLS (APPEARS TO BE THE OLD CEMETERY
 GW1421'ENTRANCE) , 152 FR.  SOUTH OF THE SOUTHWESTERN MOST GRAVE MARKER
 GW1421'MARKED MOORE, AND 16 FT.  (4.9 M) NORTHWEST OF THE CENTERLINE OF
 GW1421'COUNTY ROAD 697.  REFERENCE MARK--BRICK NO.  1 1963--WAS RECOVERED IN
 GW1421'GOOD CONDITION.  NOTE--THERE IS NO LONGER A FENCE ALONG THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8349 ***********************************************************************
 HV8349  DESIGNATION -  BRICK
 HV8349  PID         -  HV8349
 HV8349  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV8349  USGS QUAD   -  FALLS CHURCH (1994)
 HV8349
 HV8349                         *CURRENT SURVEY CONTROL
 HV8349  ___________________________________________________________________
 HV8349* NAD 83(1993)-  38 53 24.39778(N)    077 11 00.58395(W)     ADJUSTED  
 HV8349* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 HV8349  ___________________________________________________________________
 HV8349  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HV8349  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8349
 HV8349  HORZ ORDER  -  SECOND
 HV8349
 HV8349.The horizontal coordinates were established by classical geodetic methods
 HV8349.and adjusted by the National Geodetic Survey in November 1994..
 HV8349
 HV8349.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8349
 HV8349.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8349
 HV8349.The geoid height was determined by GEOID03.
 HV8349
 HV8349;                    North         East     Units Scale Factor Converg.
 HV8349;SPC VA N     - 2,136,621.276 3,614,211.721   MT  0.99995967   +0 49 18.0
 HV8349;SPC VA N     - 7,009,898.30 11,857,626.29   sFT  0.99995967   +0 49 18.0
 HV8349;SPC MD       -   135,823.487   384,080.692   MT  0.99994988   -0 06 54.6
 HV8349;SPC MD       -   445,614.22  1,260,104.74   sFT  0.99994988   -0 06 54.6
 HV8349;UTM  18      - 4,306,848.246   310,625.374   MT  1.00004162   -1 22 16.6
 HV8349
 HV8349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8349!SPC VA N     -   0.99998908  x   0.99995967  =   0.99994875
 HV8349!SPC MD       -   0.99998908  x   0.99994988  =   0.99993896
 HV8349!UTM  18      -   0.99998908  x   1.00004162  =   1.00003070
 HV8349
 HV8349                          SUPERSEDED SURVEY CONTROL
 HV8349
 HV8349  NAD 83(1993)-  38 53 24.39661(N)    077 11 00.58646(W) AD(       ) 2
 HV8349  NAD 83(1986)-  38 53 24.39644(N)    077 11 00.59604(W) AD(       ) 2
 HV8349  NGVD 29 (01/12/90)  101.7    (m)          334.     (f) VERT ANG       
 HV8349
 HV8349.Superseded values are not recommended for survey control.
 HV8349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8349.See file dsdata.txt to determine how the superseded data were derived.
 HV8349
 HV8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1062506848(NAD 83)
 HV8349_MARKER: DE = TRAVERSE STATION DISK
 HV8349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8349+STABILITY: SURFACE MOTION
 HV8349
 HV8349  HISTORY     - Date     Condition        Report By
 HV8349  HISTORY     - 1976     MONUMENTED       VA-059
 HV8349  HISTORY     - 20030504 MARK NOT FOUND   GEOCAC
 HV8349
 HV8349                          STATION DESCRIPTION
 HV8349
 HV8349'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8349'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF ALEXANDRIA, 7.8
 HV8349'MILES NORTHEAST OF FAIRFAX, 5.2 MILES SOUTHEAST OF VIENNA IN THE
 HV8349'FRONT LAWN OF THE OLD BRICK HOUSE ANTIQUE SHOP AT 923 WEST BROAD
 HV8349'STREET IN FALLS CHURCH.
 HV8349'
 HV8349'TO REACH THE STATION FROM THE INTERSECTION KNOWN AS 7 CORNERS GO
 HV8349'NORTHWEST ON ROUTE 7, WEST BROAD STREET, FOR 2.0 MILES TO STATION ON
 HV8349'THE LEFT NEAR THE BUS STOP.
 HV8349'
 HV8349'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8349'BRICK 1976--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8349'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 30 FEET SW FROM THE
 HV8349'CENTERLINE OF US ROUTE 7.
 HV8349'
 HV8349'REFERENCE MARK NO. 01 IS THE TOP BOLT ON A FIRE HYDRANT SET IN THE
 HV8349'SIDEWALK ALONG WEST BROAD STREET. LOCATED 24 FEET SW FROM THE
 HV8349'CENTERLINE OF US ROUTE 7, 15 FEET NW FROM RM 2, AND 18 FEET E FROM
 HV8349'RM-3.
 HV8349'
 HV8349'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF UTILITY POLE 634
 HV8349'LOCATED 24 FEET SW FROM THE CENTERLINE OF US ROUTE 7.
 HV8349'
 HV8349'REFERENCE MARK NO. 03 IS THE EASTERNMOST BACK CORNER OF THE BRICK
 HV8349'RETAINING WALL THAT SURROUNDS THE BUS STOP BENCH. LOCATED 30 FEET SW
 HV8349'FROM THE CENTERLINE OF US ROUTE 7.
 HV8349
 HV8349                          STATION RECOVERY (2003)
 HV8349
 HV8349'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8349'SITE OF OLD BRICK HOUSE ANTIQUE SHOP NOW OCCUPIED BY OLD BRICKHOUSE
 HV8349'SQUARE. PROPERTY APPEARS TO HAVE BEEN TOTALLY REDEVELOPED AND
 HV8349'RE-LANDSCAPED SINCE 1976. REFERENCE MARKS 02 AND 03 COULD NOT BE
 HV8349'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4795 ***********************************************************************
 GV4795  DESIGNATION -  BRICK 2
 GV4795  PID         -  GV4795
 GV4795  STATE/COUNTY-  VA/NEW KENT
 GV4795  USGS QUAD   -  WEST POINT (1986)
 GV4795
 GV4795                         *CURRENT SURVEY CONTROL
 GV4795  ___________________________________________________________________
 GV4795* NAD 83(1993)-  37 30 46.04547(N)    076 48 17.22841(W)     ADJUSTED  
 GV4795* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4795  ___________________________________________________________________
 GV4795  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV4795  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 GV4795
 GV4795  HORZ ORDER  -  THIRD
 GV4795
 GV4795.The horizontal coordinates were established by classical geodetic methods
 GV4795.and adjusted by the National Geodetic Survey in November 1994..
 GV4795
 GV4795.The orthometric height was scaled from a topographic map.
 GV4795
 GV4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4795
 GV4795.The geoid height was determined by GEOID03.
 GV4795
 GV4795;                    North         East     Units Scale Factor Converg.
 GV4795;SPC VA S     - 1,132,236.285 3,649,858.751   MT  0.99994861   +1 01 43.9
 GV4795;SPC VA S     - 3,714,678.55 11,974,578.25   sFT  0.99994861   +1 01 43.9
 GV4795;UTM  18      - 4,153,290.382   340,495.193   MT  0.99991339   -1 05 57.2
 GV4795
 GV4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4795!SPC VA S     -   1.00000548  x   0.99994861  =   0.99995409
 GV4795!UTM  18      -   1.00000548  x   0.99991339  =   0.99991887
 GV4795
 GV4795:                Primary Azimuth Mark                     Grid Az
 GV4795:SPC VA S     -  RAILROAD WATER TANK                      013 28 10.9
 GV4795:UTM  18      -  RAILROAD WATER TANK                      015 35 52.0
 GV4795
 GV4795|---------------------------------------------------------------------|
 GV4795| PID    Reference Object                     Distance      Geod. Az  |
 GV4795|                                                           dddmmss.s |
 GV4795| GV4858 RAILROAD WATER TANK                 APPROX. 1.8 KM 0142954.8 |
 GV4795| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 2.2 KM 0191110.9 |
 GV4795| GV4872 WEATHER TOWER                       APPROX. 1.9 KM 0331600.1 |
 GV4795| GV4876 WEST POINT HOTEL NE CUPOLA          APPROX. 1.9 KM 0335013.7 |
 GV4795| GV4797 BROOKS FERRY POLE                   APPROX. 2.7 KM 0454143.8 |
 GV4795| GV4796 BROOKS FERRY LARGE HOUSE CHIM       APPROX. 2.9 KM 0485144.2 |
 GV4795| GV4696 FILLBATES FLAT BEACON               APPROX. 2.9 KM 1324449.3 |
 GV4795| GV4705 WATCH BOX BELOW FILLBATES           APPROX. 4.0 KM 1341242.5 |
 GV4795| DC9016 BRICK 2 RM 1                                       16659     |
 GV4795| DC9017 BRICK 2 RM 2 OLD BOXWOOD             70.954 METERS 20957     |
 GV4795| DC9018 BRICK 2 RM 3 LGE BLACKBRY            29.665 METERS 32834     |
 GV4795| GV4875 WEST POINT CHESAPEAKE TALL STK      APPROX. 3.0 KM 3591901.5 |
 GV4795|---------------------------------------------------------------------|
 GV4795
 GV4795                          SUPERSEDED SURVEY CONTROL
 GV4795
 GV4795  NAD 83(1986)-  37 30 46.04713(N)    076 48 17.24428(W) AD(       ) 3
 GV4795  NAD 27      -  37 30 45.52100(N)    076 48 18.38200(W) AD(       ) 3
 GV4795
 GV4795.Superseded values are not recommended for survey control.
 GV4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4795.See file dsdata.txt to determine how the superseded data were derived.
 GV4795
 GV4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4049553290(NAD 83)
 GV4795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4795
 GV4795  HISTORY     - Date     Condition        Report By
 GV4795  HISTORY     - 1911     MONUMENTED       CGS
 GV4795  HISTORY     - 1918     GOOD             CGS
 GV4795  HISTORY     - 1925     GOOD             USE
 GV4795  HISTORY     - 1944     GOOD             CGS
 GV4795  HISTORY     - 1951     GOOD             CGS
 GV4795  HISTORY     - 19851123 GOOD             LOCSUR
 GV4795  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4795  HISTORY     - 20010303 MARK NOT FOUND   NGS
 GV4795  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4795
 GV4795                          STATION DESCRIPTION
 GV4795
 GV4795'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4795'STATION IS ON THE MOST PROMINENT POINT OF GROUND ON W SIDE OF
 GV4795'YORK RIVER SE OF WEST POINT.  ON EACH SIDE OF THIS POINT WHICH
 GV4795'IS ONLY 70 METERS WIDE A PRONG OF MARSH EXTENDS INTO THE LAND,
 GV4795'15 METERS BACK FROM TOP OF RIVER BANK, AND 30 METERS FROM HIGH
 GV4795'WATER AND ABOUT 8 FEET ABOVE IT ON CENTER POINT OF HIGH GROUND
 GV4795'OF OLD FIELD.
 GV4795'
 GV4795'STATION IS MARKED BY CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4795'LEGEND AND TRIANGLE ON BRASS CAP CAST IN THE TOP.
 GV4795'
 GV4795'REFERENCE MARK NO. 1 IS CEMENT BLOCK WITH BRASS CAP AND ARROW.
 GV4795'BLOCK IS 8 BY 8 BY 24 INCHES AND PROJECTS 1 INCH ABOVE SURFACE
 GV4795'OF GROUND, DISTANT 50.203 METERS ON LINE 213 DEG 46 MIN 54.3 SEC
 GV4795'TO RIGHT OF STATION PAM.
 GV4795'
 GV4795'REFERENCE MARK NO. 2 IS HEAD OF SPIKE IN CENTER OF TRIANGLE
 GV4795'CUT ON THE LARGE BOX ELDER 1-1/2 FEET ABOVE GROUND, DISTANT
 GV4795'70.954 METERS ON LINE 222 DEG 57 MIN 44.3 SEC TO RIGHT OF LINE
 GV4795'TO STATION PAM.
 GV4795'
 GV4795'REFERENCE MARK NO. 3 IS HEAD OF SPIKE IN 2 FEET HACKBERRY ON
 GV4795'EDGE OF FIELD DISTANT 29.665 METERS ON LINE 341 DEG 35 MIN 0.03 SEC
 GV4795'TO RIGHT OF STATION PAM.
 GV4795
 GV4795                          STATION RECOVERY (1918)
 GV4795
 GV4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4795'STATION FOUND AS DESCRIBED.  DESCRIPTION SUFFICIENT.
 GV4795'
 GV4795'BOX ELDER TREE ON EDGE OF MARSH, BOTH STATION AND REFERENCE MARK
 GV4795'NO. 1 ARE IN CULTIVATED FIELD.
 GV4795
 GV4795                          STATION RECOVERY (1925)
 GV4795
 GV4795'RECOVERY NOTE BY US ENGINEERS 1925
 GV4795'STATION FOUND AS DESCRIBED EXCEPT, REFERENCE MARK NO. 3 WHICH
 GV4795'HAS BEEN DESTROYED.  BOTH REFERENCE MARK NO. 1 AND STATION MARK
 GV4795'ARE ABOUT 3 INCHES BELOW SURFACE IN OPEN FIELD.
 GV4795
 GV4795                          STATION RECOVERY (1944)
 GV4795
 GV4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4795'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE
 GV4795'FOLLOWING DISCREPANCIES--
 GV4795'
 GV4795'1.  STATION IS 15 METERS W OF FIELD EDGE (NOT RIVER BANK).
 GV4795'
 GV4795'2.  STATION AND REFERENCE MARK 1 IN FIELD ARE FLUSH WITH GROUND.
 GV4795'
 GV4795'3.  REFERENCE MARK 2 WAS DESTROYED (NOT REFERENCE MARK 3, AS
 GV4795'STATED IN 1925 RECOVERY).
 GV4795'
 GV4795'4.  REFERENCE MARK 3 IS 25.665 METERS FROM STATION (NOT 29.665).
 GV4795
 GV4795                          STATION RECOVERY (1951)
 GV4795
 GV4795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4795'STATION AND R.M. 3 RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 GV4795'IS COMPLETE AND ADEQUATE.
 GV4795'
 GV4795'POSITION OF R.M. 1 PLOTTED IN A PLOWED FIELD AND NO SIGN OF
 GV4795'REFERENCE MARK WAS FOUND.
 GV4795'
 GV4795'NO SIGN OF BOX ELDER WITH R.M. 2 AS DESCRIBED.  ITS POSITION WAS
 GV4795'ALSO PLOTTED IN A PLOWED FIELD.
 GV4795
 GV4795                          STATION RECOVERY (1985)
 GV4795
 GV4795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (GWS)
 GV4795'RECOVERED IN GOOD CONDITION.
 GV4795
 GV4795                          STATION RECOVERY (2000)
 GV4795
 GV4795'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4795'MARK NOT FOUND.
 GV4795
 GV4795                          STATION RECOVERY (2001)
 GV4795
 GV4795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4795'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4795
 GV4795                          STATION RECOVERY (2005)
 GV4795
 GV4795'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1422 ***********************************************************************
 GW1422  DESIGNATION -  BRICK RM 1
 GW1422  PID         -  GW1422
 GW1422  STATE/COUNTY-  VA/FRANKLIN
 GW1422  USGS QUAD   -  BOONES MILL (1978)
 GW1422
 GW1422                         *CURRENT SURVEY CONTROL
 GW1422  ___________________________________________________________________
 GW1422* NAD 83(1986)-  37 04 28.     (N)    079 55 03.     (W)     SCALED    
 GW1422* NAVD 88     -       368.106  (meters)    1207.69   (feet)  ADJUSTED  
 GW1422  ___________________________________________________________________
 GW1422  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW1422  DYNAMIC HT  -         367.796 (meters)    1206.68  (feet)  COMP
 GW1422  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 GW1422
 GW1422  VERT ORDER  -  FIRST     CLASS II
 GW1422
 GW1422.The horizontal coordinates were scaled from a topographic map and have
 GW1422.an estimated accuracy of +/- 6 seconds.
 GW1422
 GW1422.The orthometric height was determined by differential leveling
 GW1422.and adjusted by the National Geodetic Survey in June 1991..
 GW1422
 GW1422.The geoid height was determined by GEOID03.
 GW1422
 GW1422.The dynamic height is computed by dividing the NAVD 88
 GW1422.geopotential number by the normal gravity value computed on the
 GW1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1422.degrees latitude (g = 980.6199 gals.).
 GW1422
 GW1422.The modeled gravity was interpolated from observed gravity values.
 GW1422
 GW1422;                    North         East    Units  Estimated Accuracy
 GW1422;SPC VA S     - 1,083,190.    3,373,960.      MT  (+/- 180 meters Scaled)
 GW1422
 GW1422                          SUPERSEDED SURVEY CONTROL
 GW1422
 GW1422  NGVD 29 (??/??/92)  368.292  (m)         1208.30   (f) ADJ UNCH    1 2
 GW1422
 GW1422.Superseded values are not recommended for survey control.
 GW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1422.See file dsdata.txt to determine how the superseded data were derived.
 GW1422
 GW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB962036(NAD 83)
 GW1422_MARKER: DR = REFERENCE MARK DISK
 GW1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1422_STAMPING: BRICK NO 1 1963
 GW1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1422+STABILITY: SURFACE MOTION
 GW1422
 GW1422  HISTORY     - Date     Condition        Report By
 GW1422  HISTORY     - 1963     MONUMENTED       CGS
 GW1422  HISTORY     - 1964     GOOD             NGS
 GW1422
 GW1422                          STATION DESCRIPTION
 GW1422
 GW1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1422'3.6 MI S FROM BOONES MILL.
 GW1422'AT THE BRICK STATION SITE-- SET IN THE TOP OF A CONCRETE POST
 GW1422'FLUSH, 29.27 FEET SOUTHWEST OF THE STATION, 16 FEET NORTH OF THE
 GW1422'CENTER OF COUNTY ROAD 697, 1 FOOT SOUTH OF A WIRE FENCE, AND IS
 GW1422'ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5333 ***********************************************************************
 HV5333  DESIGNATION -  BRICKS
 HV5333  PID         -  HV5333
 HV5333  STATE/COUNTY-  VA/KING GEORGE
 HV5333  USGS QUAD   -  DAHLGREN (1983)
 HV5333
 HV5333                         *CURRENT SURVEY CONTROL
 HV5333  ___________________________________________________________________
 HV5333* NAD 83(1993)-  38 19 21.23585(N)    077 01 26.79230(W)     ADJUSTED  
 HV5333* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV5333  ___________________________________________________________________
 HV5333  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 HV5333  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV5333
 HV5333  HORZ ORDER  -  SECOND
 HV5333
 HV5333.The horizontal coordinates were established by classical geodetic methods
 HV5333.and adjusted by the National Geodetic Survey in November 1994..
 HV5333
 HV5333.The orthometric height was scaled from a topographic map.
 HV5333
 HV5333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5333
 HV5333.The geoid height was determined by GEOID03.
 HV5333
 HV5333;                    North         East     Units Scale Factor Converg.
 HV5333;SPC VA N     - 2,073,840.683 3,629,050.755   MT  0.99996156   +0 55 16.1
 HV5333;SPC VA N     - 6,803,925.64 11,906,310.69   sFT  0.99996156   +0 55 16.1
 HV5333;SPC MD       -    72,807.954   397,891.767   MT  0.99999615   -0 00 54.5
 HV5333;SPC MD       -   238,870.76  1,305,416.57   sFT  0.99999615   -0 00 54.5
 HV5333;SPC VA S     - 1,221,780.567 3,629,066.905   MT  1.00008436   +0 53 44.7
 HV5333;SPC VA S     - 4,008,458.41 11,906,363.67   sFT  1.00008436   +0 53 44.7
 HV5333;UTM  18      - 4,243,543.789   323,061.280   MT  0.99998557   -1 15 19.6
 HV5333
 HV5333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5333!SPC VA N     -   1.00000527  x   0.99996156  =   0.99996683
 HV5333!SPC MD       -   1.00000527  x   0.99999615  =   1.00000142
 HV5333!SPC VA S     -   1.00000527  x   1.00008436  =   1.00008963
 HV5333!UTM  18      -   1.00000527  x   0.99998557  =   0.99999084
 HV5333
 HV5333:                Primary Azimuth Mark                     Grid Az
 HV5333:SPC VA N     -  LOWER CEDAR POINT LIGHTHOUSE             053 02 15.0
 HV5333:SPC MD       -  LOWER CEDAR POINT LIGHTHOUSE             053 58 25.6
 HV5333:SPC VA S     -  LOWER CEDAR POINT LIGHTHOUSE             053 03 46.4
 HV5333:UTM  18      -  LOWER CEDAR POINT LIGHTHOUSE             055 12 50.7
 HV5333
 HV5333|---------------------------------------------------------------------|
 HV5333| PID    Reference Object                     Distance      Geod. Az  |
 HV5333|                                                           dddmmss.s |
 HV5333| HV7101 LOWER CEDAR POINT LIGHTHOUSE        APPROX. 3.3 KM 0535731.1 |
 HV5333| HV5339 END 1918                            APPROX. 1.0 KM 3384302.4 |
 HV5333|---------------------------------------------------------------------|
 HV5333
 HV5333                          SUPERSEDED SURVEY CONTROL
 HV5333
 HV5333  NAD 83(1993)-  38 19 21.23655(N)    077 01 26.79796(W) AD(       ) 2
 HV5333  NAD 83(1986)-  38 19 21.23594(N)    077 01 26.80766(W) AD(       ) 2
 HV5333  NAD 27      -  38 19 20.78100(N)    077 01 27.89700(W) AD(       ) 2
 HV5333
 HV5333.Superseded values are not recommended for survey control.
 HV5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5333.See file dsdata.txt to determine how the superseded data were derived.
 HV5333
 HV5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2306143544(NAD 83)
 HV5333_MARKER: Z = SEE DESCRIPTION
 HV5333_SETTING: 0 = UNSPECIFIED SETTING
 HV5333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5333
 HV5333  HISTORY     - Date     Condition        Report By
 HV5333  HISTORY     - 1918     MONUMENTED       USN
 HV5333  HISTORY     - 1944     GOOD             CGS
 HV5333  HISTORY     - 1954     MARK NOT FOUND   CGS
 HV5333  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5333  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5333  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5333
 HV5333                          STATION DESCRIPTION
 HV5333
 HV5333'DESCRIBED BY US NAVY 1918
 HV5333'STATION LOCATED ON GOVERNMENT RESERVATION AT DAHLGREN, VIRGINIA,
 HV5333'IN FRONT OF THE SECONDARY BATTERY AND TO THE RIGHT NEAR THE
 HV5333'WATER.  THIS IS ONE END OF THE UPPER BASE LINE.  GOOD SIGNAL
 HV5333'AND COMMANDS CIRCLE OF ABOUT 12,000 YARDS.
 HV5333
 HV5333                          STATION RECOVERY (1944)
 HV5333
 HV5333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (TBR)
 HV5333'RECOVERED IN GOOD CONDITION.  THE STATION IS IN FRONT OF THE FUSE
 HV5333'BATTERY AND ABOUT 20 YARDS IN FROM THE TOP OF THE SMALL BLUFF.
 HV5333'A BRICK PEDESTAL IS STILL IN PLACE.  THE STATION WAS ORIGINALLY
 HV5333'USED AS AN ASTRONOMIC STATION.
 HV5333'
 HV5333'THE STATION WAS NOT VISITED, THE SIGNAL BEING PLACED OVER THE
 HV5333'STATION BY PERSONNEL OF THE NAVAL PROVING GROUND.
 HV5333
 HV5333                          STATION RECOVERY (1954)
 HV5333
 HV5333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5333'IT IS BELIEVED THAT THE OLD STATION IS LOST AS IT WAS SEARCHED
 HV5333'FOR AND COULD BE FOUND.  A NEW STATION BRICKS 2 1954 WAS
 HV5333'ESTABLISHED.
 HV5333
 HV5333                          STATION RECOVERY (1993)
 HV5333
 HV5333'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5333'MARK NOT FOUND.
 HV5333
 HV5333                          STATION RECOVERY (1998)
 HV5333
 HV5333'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5333'MARK NOT FOUND.
 HV5333
 HV5333                          STATION RECOVERY (2003)
 HV5333
 HV5333'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5333'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5334 ***********************************************************************
 HV5334  DESIGNATION -  BRICKS 2 RESET
 HV5334  PID         -  HV5334
 HV5334  STATE/COUNTY-  VA/KING GEORGE
 HV5334  USGS QUAD   -  DAHLGREN (1983)
 HV5334
 HV5334                         *CURRENT SURVEY CONTROL
 HV5334  ___________________________________________________________________
 HV5334* NAD 83(1993)-  38 19 20.98156(N)    077 01 27.17144(W)     ADJUSTED  
 HV5334* NAVD 88     -         1.92   (+/-2cm)       6.3    (feet)  VERTCON   
 HV5334  ___________________________________________________________________
 HV5334  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 HV5334  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV5334
 HV5334  HORZ ORDER  -  SECOND
 HV5334  VERT ORDER  -  THIRD ? (See Below)
 HV5334
 HV5334.The horizontal coordinates were established by classical geodetic methods
 HV5334.and adjusted by the National Geodetic Survey in November 1994..
 HV5334
 HV5334.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5334.The vertical order pertains to the NGVD 29 superseded value.
 HV5334
 HV5334.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5334
 HV5334.The geoid height was determined by GEOID03.
 HV5334
 HV5334;                    North         East     Units Scale Factor Converg.
 HV5334;SPC VA N     - 2,073,832.696 3,629,041.673   MT  0.99996156   +0 55 15.8
 HV5334;SPC VA N     - 6,803,899.44 11,906,280.89   sFT  0.99996156   +0 55 15.8
 HV5334;SPC MD       -    72,800.116   397,882.555   MT  0.99999616   -0 00 54.7
 HV5334;SPC MD       -   238,845.05  1,305,386.35   sFT  0.99999616   -0 00 54.7
 HV5334;UTM  18      - 4,243,536.152   323,051.901   MT  0.99998561   -1 15 19.9
 HV5334
 HV5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5334!SPC VA N     -   1.00000493  x   0.99996156  =   0.99996649
 HV5334!SPC MD       -   1.00000493  x   0.99999616  =   1.00000109
 HV5334!UTM  18      -   1.00000493  x   0.99998561  =   0.99999054
 HV5334
 HV5334|---------------------------------------------------------------------|
 HV5334| PID    Reference Object                     Distance      Geod. Az  |
 HV5334|                                                           dddmmss.s |
 HV5334| DC6727 BRICKS 2 RM 1 RESET                                00050     |
 HV5334| DC6725 BRICKS 2 AZ MK                                     0351503.1 |
 HV5334| HV7101 LOWER CEDAR POINT LIGHTHOUSE        APPROX. 3.3 KM 0535633.5 |
 HV5334| DC6728 BRICKS 2 RM 2                        25.263 METERS 22731     |
 HV5334| DC6729 BRICKS 2 RM 2 RESET                                28954     |
 HV5334| DC6726 BRICKS 2 RM 1                        20.641 METERS 35952     |
 HV5334|---------------------------------------------------------------------|
 HV5334
 HV5334                          SUPERSEDED SURVEY CONTROL
 HV5334
 HV5334  NAD 83(1993)-  38 19 20.98236(N)    077 01 27.17707(W) AD(       ) 2
 HV5334  NAD 83(1986)-  38 19 20.98164(N)    077 01 27.18666(W) AD(       ) 2
 HV5334  NAD 27      -  38 19 20.52300(N)    077 01 28.27700(W) AD(       ) 2
 HV5334  NGVD 29 (07/19/86)    2.16   (m)            7.1    (f) LEVELING    3  
 HV5334
 HV5334.Superseded values are not recommended for survey control.
 HV5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5334.See file dsdata.txt to determine how the superseded data were derived.
 HV5334
 HV5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2305243536(NAD 83)
 HV5334_MARKER: DS = TRIANGULATION STATION DISK
 HV5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5334
 HV5334  HISTORY     - Date     Condition        Report By
 HV5334  HISTORY     - 1954     MONUMENTED       CGS
 HV5334  HISTORY     - 1960     POOR             CGS
 HV5334  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HV5334  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HV5334  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5334  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5334  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5334
 HV5334                          STATION DESCRIPTION
 HV5334
 HV5334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5334'THE STATION IS LOCATED ON THE DAHLGREN PROVING GROUNDS, IN
 HV5334'FRONT OF A SECONDARY GUN BATTERY.  (THIS STATION REPLACES
 HV5334'BRICKS 1918 THAT WAS ESTABLISHED BY THE BUREAU OF ORDANANCE.  IT
 HV5334'IS BELIEVED THAT THE OLD STATION IS LOST AS IT WAS SEARCHED
 HV5334'FOR AND COULD NOT BE FOUND.) IT IS 250 FEET SOUTHEAST OF THE
 HV5334'SOUTH END OF A SECONDARY GUN BATTERY, 55 FEET NORTH OF THE
 HV5334'WEST SIDE OF THE POTOMAC RIVER AND 34 FEET NORTHWEST OF THE
 HV5334'SOUTH END OF WHAT APPEARS TO BE AN OLD CONCRETE INCINERATOR.
 HV5334'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRICKS
 HV5334'2 1954.
 HV5334'
 HV5334'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE NORTH END OF
 HV5334'THE OLD INCINERATOR.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HV5334'IS STAMPED BRICKS 2 NO 1 1954.
 HV5334'
 HV5334'REFERENCE MARK NO. 2 IS 109 FEET WEST OF THE SOUTH END OF
 HV5334'THE OLD INCINERATOR AND 58 FEET NORTH OF THE RIVER BANK.  THE
 HV5334'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRICKS 2 NO 2
 HV5334'1954.
 HV5334'
 HV5334'THE AZIMUTH MARK IS 20 FEET WEST OF THE WEST EDGE OF THE
 HV5334'RIVER BANK AND 3 FEET NORTHWEST OF THE EAST END OF A PIPE
 HV5334'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HV5334'BRICKS 2 1954.
 HV5334'
 HV5334'NO TO REACH IS NECESSARY FOR THIS STATION.  DAHLGREN PROVING
 HV5334'GROUND RANGE DIVISION PERSONNEL ARE FAMILAR WITH ITS LOCATION
 HV5334'AND SHOULD BE CONSULTED BEFORE VISITING THE STATION.
 HV5334'
 HV5334'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 HV5334'ALONG THE RIVER BANK FOR 0.2 MILE TO THE END OF A PIPE FENCE
 HV5334'AND THE MARK AS DESCRIBED.
 HV5334'
 HV5334'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV5334
 HV5334                          STATION RECOVERY (1960)
 HV5334
 HV5334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5334'THE STATION SURFACE MARK WAS RECOVERED IN POOR CONDITION.
 HV5334'THE TOP OF THE MONUMENT HAS BEEN BROKEN OFF ABOUT FOUR INCHES
 HV5334'BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1 WAS
 HV5334'FOUND LAYING ON ITS SIDE.  REFERENCE MARK NO. 2 WAS FOUND FIRMLY
 HV5334'EMBEDDED IN THE GROUND MINUS THE DISK.  THE AZIMUTH MARK WAS
 HV5334'FOUND IN GOOD CONDITION.
 HV5334
 HV5334                          STATION RECOVERY (1961)
 HV5334
 HV5334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV5334'ONLY THE BASE FOR THE STATION AND REFERENCE MARKS WERE RECOVERED.
 HV5334'A BULLDOZER HAS SCRAPED THE AREA AND REMOVED ALL OF THE MARKS
 HV5334'ABOVE GROUND LEVEL.
 HV5334
 HV5334                          STATION RECOVERY (1962)
 HV5334
 HV5334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DGR)
 HV5334'STATION SURFACE MARK WAS DESTROYED BUT UNDERGROUND MARK WAS
 HV5334'RECOVERED IN GOOD CONDITION.  THE STATION WAS RESET IN A TILE 2.0
 HV5334'FEET BELOW SURFACE OF THE GROUND.  IT IS STAMPED BRICKS
 HV5334'2, 1954 - 1962.
 HV5334'
 HV5334'REFERENCE MARK NO. 1 WAS FOUND TO BE PARTLY TURNED OVER.
 HV5334'IT WAS RESET 2.0 FEET BELOW THE GROUND, 67.10 FEET N OF STATION.
 HV5334'IT IS STAMPED BRICKS 2, 1962 NO. 1 - 1954.
 HV5334'
 HV5334'REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.  ANOTHER
 HV5334'WAS SET 60.97 FEET W OF THE STATION IN A TILE FLUSH WITH THE
 HV5334'GROUND.  IT IS STAMPED BRICKS 2 1962 NO 2.
 HV5334'
 HV5334'PREVIOUS DESCRIPTION BY E. HOWES, 1954, IS ADEQUATE FOR
 HV5334'LOCATING THE STATION.
 HV5334
 HV5334                          STATION RECOVERY (1993)
 HV5334
 HV5334'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5334'MARK NOT FOUND.
 HV5334
 HV5334                          STATION RECOVERY (1998)
 HV5334
 HV5334'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5334'MARK NOT FOUND.
 HV5334
 HV5334                          STATION RECOVERY (2003)
 HV5334
 HV5334'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5334'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0791 ***********************************************************************
 FX0791  DESIGNATION -  BRICO 81.2
 FX0791  PID         -  FX0791
 FX0791  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0791  USGS QUAD   -  BUCKHORN (1986)
 FX0791
 FX0791                         *CURRENT SURVEY CONTROL
 FX0791  ___________________________________________________________________
 FX0791* NAD 83(1986)-  36 43 52.     (N)    076 37 40.     (W)     SCALED    
 FX0791* NAVD 88     -        24.470  (meters)      80.28   (feet)  POSTED    
 FX0791  ___________________________________________________________________
 FX0791  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 FX0791  DYNAMIC HT  -          24.450 (meters)      80.22  (feet)  COMP
 FX0791  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 FX0791
 FX0791  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0791
 FX0791.The horizontal coordinates were scaled from a topographic map and have
 FX0791.an estimated accuracy of +/- 6 seconds.
 FX0791
 FX0791.The orthometric height was determined by differential leveling
 FX0791.and adjusted by the National Geodetic Survey in 1992..
 FX0791.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0791.rate of 1.1 thru 2.0 mm/km.
 FX0791
 FX0791.The geoid height was determined by GEOID03.
 FX0791
 FX0791.The dynamic height is computed by dividing the NAVD 88
 FX0791.geopotential number by the normal gravity value computed on the
 FX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0791.degrees latitude (g = 980.6199 gals.).
 FX0791
 FX0791.The modeled gravity was interpolated from observed gravity values.
 FX0791
 FX0791;                    North         East    Units  Estimated Accuracy
 FX0791;SPC VA S     - 1,045,800.    3,667,230.      MT  (+/- 180 meters Scaled)
 FX0791
 FX0791                          SUPERSEDED SURVEY CONTROL
 FX0791
 FX0791  NGVD 29 (??/??/92)   24.890  (m)           81.66   (f) ADJ UNCH    1 2
 FX0791
 FX0791.Superseded values are not recommended for survey control.
 FX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0791.See file dsdata.txt to determine how the superseded data were derived.
 FX0791
 FX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF546662(NAD 83)
 FX0791_MARKER: O = CHISELED CIRCLE
 FX0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0791_SP_SET: BRIDGE
 FX0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0791
 FX0791  HISTORY     - Date     Condition        Report By
 FX0791  HISTORY     - UNK      MONUMENTED       USGS
 FX0791  HISTORY     - 1953     MARK NOT FOUND   NGS
 FX0791
 FX0791                          STATION DESCRIPTION
 FX0791
 FX0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0791'3 MI NW FROM SUFFOLK.
 FX0791'3.0 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FX0791'THE STATION AT SUFFOLK, NANSEMOND COUNTY, 0.3 MILE SOUTHEAST
 FX0791'OF MILEPOST 26, AT BRIDGE 15 A (THE UNDERGRADE CROSSING OF THE
 FX0791'VIRGINIAN RAILWAY), ON THE TOP OF THE EAST END OF THE SOUTH
 FX0791'ABUTMENT, AND 8 FEET NORTHEAST OF THE NORTHEAST RAIL.  A CHISELED
 FX0791'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3130 ***********************************************************************
 FX3130  DESIGNATION -  BRIDE RESET
 FX3130  PID         -  FX3130
 FX3130  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3130  USGS QUAD   -  MOYOCK (1986)
 FX3130
 FX3130                         *CURRENT SURVEY CONTROL
 FX3130  ___________________________________________________________________
 FX3130* NAD 83(1993)-  36 36 21.33205(N)    076 08 45.68779(W)     ADJUSTED  
 FX3130* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3130  ___________________________________________________________________
 FX3130  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 FX3130  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 FX3130
 FX3130  HORZ ORDER  -  SECOND
 FX3130
 FX3130.The horizontal coordinates were established by classical geodetic methods
 FX3130.and adjusted by the National Geodetic Survey in September 1995..
 FX3130
 FX3130.The orthometric height was scaled from a topographic map.
 FX3130
 FX3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3130
 FX3130.The geoid height was determined by GEOID03.
 FX3130
 FX3130;                    North         East     Units Scale Factor Converg.
 FX3130;SPC VA S     - 1,032,876.733 3,710,592.788   MT  1.00003306   +1 25 43.3
 FX3130;SPC VA S     - 3,388,696.41 12,173,836.51   sFT  1.00003306   +1 25 43.3
 FX3130;SPC NC       -   320,510.882   864,947.030   MT  1.00015227   +1 38 50.0
 FX3130;SPC NC       - 1,051,542.79  2,837,747.05   sFT  1.00015227   +1 38 50.0
 FX3130;UTM  18      - 4,051,769.153   397,505.459   MT  0.99972942   -0 41 00.4
 FX3130
 FX3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3130!SPC VA S     -   1.00000531  x   1.00003306  =   1.00003837
 FX3130!SPC NC       -   1.00000531  x   1.00015227  =   1.00015758
 FX3130!UTM  18      -   1.00000531  x   0.99972942  =   0.99973473
 FX3130
 FX3130|---------------------------------------------------------------------|
 FX3130| PID    Reference Object                     Distance      Geod. Az  |
 FX3130|                                                           dddmmss.s |
 FX3130| DC8096 BRIDE RM 1                           73.475 METERS 20642     |
 FX3130| DC8097 BRIDE RM 2                          100.834 METERS 27953     |
 FX3130| FX0455 HICKORY                             APPROX. 6.5 KM 3071656.0 |
 FX3130|---------------------------------------------------------------------|
 FX3130
 FX3130                          SUPERSEDED SURVEY CONTROL
 FX3130
 FX3130  NAD 83(1986)-  36 36 21.33939(N)    076 08 45.71682(W) AD(       ) 2
 FX3130  NAD 27      -  36 36 20.79500(N)    076 08 46.95400(W) AD(       ) 2
 FX3130
 FX3130.Superseded values are not recommended for survey control.
 FX3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3130.See file dsdata.txt to determine how the superseded data were derived.
 FX3130
 FX3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9750551769(NAD 83)
 FX3130_MARKER: DS = TRIANGULATION STATION DISK
 FX3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3130
 FX3130  HISTORY     - Date     Condition        Report By
 FX3130  HISTORY     - 1980     MONUMENTED       NGS
 FX3130
 FX3130                          STATION DESCRIPTION
 FX3130
 FX3130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FX3130'STATION SURFACE MARK WAS RECOVERED UPROOTED, SUB-SURFACE MARK WAS
 FX3130'RECOVERED IN GOOD CONDITION ALONG WITH REFERENCE MARKS ONE, TWO AND
 FX3130'THREE.  THE SURFACE STATION MARK WAS RESET DIRECTLY OVER THE
 FX3130'SUB-SURFACE MARK.  THE DISTACE TO REFERENCE MARK ONE COULD NOT BE
 FX3130'MEASURED DUE TO A HIGH PILE OF RUBBLE ON LINE.  THE DISTANCE TO
 FX3130'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.04 FOOT.  HOWEVER THE
 FX3130'DIRECTION WAS FOUND TO BE ONLY 3 SECONDS GREATER.  THE DISTANCE
 FX3130'BETWEEN REFERENCE MARK ONE AND REFERENCE MARK TWO WAS FOUND TO BE
 FX3130'0.01 FOOT SHORTER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK ONE
 FX3130'REFECTED IN THE BOX SCORE ARE FROM THE 1934 DESCRIPTION.
 FX3130'
 FX3130'A NEW DESCRIPTION FOLLOWS.
 FX3130'
 FX3130'THE STATION IS ABOUT 4 MILES NORTHEAST OF THE COMMUNITY OF NORTHWEST,
 FX3130'3-1/2 MILES SOUTHEAST OF HICKORY IN A CULTIVATED FIELD.
 FX3130'
 FX3130'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 168 AND ST
 FX3130'BRIDES ROAD IN HICKORY, GO EAST ON ST BRIDES ROAD FOR 0.75 MILE TO A
 FX3130'RAILROAD CROSSING.  CONTINUE EAST FOR 0.05 MILE TO A TEE ROAD,
 FX3130'INDIAN CREEK RD., TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A SIDE ROAD
 FX3130'LEFT, SANDERSON ROAD, TURN LEFT AND GO EAST ON SANDERSON ROAD FOR
 FX3130'0.85 MILE TO THE ST BRIDE CORRECTIONAL CENTER ON THE RIGHT, CONTINUE
 FX3130'EAST AND SOUTHEAST FOR 1.9 MILES TO A CROSSROAD, CEDARVILLE ROAD,
 FX3130'CONTINUE SOUTHEAST FOR 0.2 MILE TO REFERENCE MARK 3 AND A FIELD ROAD
 FX3130'ON THE RIGHT, CONTINUE EASTERLY FOR 0.5 MILE TO A FIELD ROAD RIGHT
 FX3130'AND THE STATION ON THE RIGHT.
 FX3130'
 FX3130'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 FX3130'---BRIDE 1934 1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 FX3130'THAT IS 25 INCHES IN DIAMETER AND IS RECESSED 7 INCHES BELOW THE
 FX3130'GROUND SURFACE.  THE UNDERGROUND DISK IS STAMPED---BRIDE 1934---AND
 FX3130'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE
 FX3130'GROUND SURFACE.  THEY ARE 1.8 FEET NORTH OF A METAL WITNESS POST, 45
 FX3130'FEET EAST OF THE APPROXIMATE CENTER OF THE FIELD ROAD, 51 FEET
 FX3130'SOUTHEAST OF POWERLINE POLE NUMBER MB 22 WHICH HAS AN ALUMINUM
 FX3130'REFERENCE TAG, 56 FEET SOUTH OF THE CENTERLINE OF SANDERSON ROAD AND
 FX3130'62 FEET SOUTHEAST OF THE EAST END OF A ROUND, CONCRETE CULVERT UNDER
 FX3130'THE FIELD ROAD.
 FX3130'
 FX3130'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BRIDE NO 1 1934---SET
 FX3130'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 FX3130'THE GROUND.  IT IS 65 FEET EAST OF THE CENTER OF A DRAINAGE DITCH,
 FX3130'69 FEET WEST OF THE APPROXIMATE CENTER OF THE FIELD ROAD AND 302
 FX3130'FEET SOUTH OF THE CENTERLINE OF SANDERSON ROAD.
 FX3130'
 FX3130'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BRIDE NO 2 1934---SET
 FX3130'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FX3130'GROUND.  IT IS 5 FEET EAST OF THE CENTER OF A DRAINAGE DITCH, 62
 FX3130'FEET SOUTH OF A LONE, 24-INCH GUM TREE AND 77 FEET SOUTH OF THE
 FX3130'CENTERLINE OF SANDERSON ROAD.
 FX3130'
 FX3130'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRIDE NO 3 1934---SET
 FX3130'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FX3130'INCHES.  IT IS IN THE SOUTHWEST QUADRANT OF A FIELD CROSSROAD AND
 FX3130'SANDERSON ROAD, 24 FEET SOUTH OF THE SOUTHEAST END OF A ROUND,
 FX3130'CONCRETE CULVERT, 25 FEET SOUTH EAST OF THE APPROXIMATE CENTER OF THE
 FX3130'FIELD ROAD, 32 FEET SOUTHWEST OF THE CENTERLINE OF SANDERSON ROAD AND
 FX3130'119.5 FEET NORTHWEST OF POWERLINE POLE NUMBER 1 D 05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1377 ***********************************************************************
 FY1377  FBN         -  This is a Federal Base Network Control Station.
 FY1377  DESIGNATION -  BRIDGE
 FY1377  PID         -  FY1377
 FY1377  STATE/COUNTY-  VA/HENRY
 FY1377  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1377
 FY1377                         *CURRENT SURVEY CONTROL
 FY1377  ___________________________________________________________________
 FY1377* NAD 83(1993)-  36 34 17.46185(N)    079 52 20.08255(W)     ADJUSTED  
 FY1377* NAVD 88     -       287.245  (meters)     942.40   (feet)  ADJUSTED  
 FY1377  ___________________________________________________________________
 FY1377  X           -     901,844.169 (meters)                     COMP
 FY1377  Y           -  -5,048,757.393 (meters)                     COMP
 FY1377  Z           -   3,779,462.826 (meters)                     COMP
 FY1377  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 FY1377  ELLIP HEIGHT-         254.55  (meters)          (07/14/04) GPS OBS
 FY1377  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FY1377  DYNAMIC HT  -         286.996 (meters)     941.59  (feet)  COMP
 FY1377  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 FY1377
 FY1377  HORZ ORDER  -  A
 FY1377  VERT ORDER  -  FIRST     CLASS II
 FY1377  ELLP ORDER  -  THIRD     CLASS II
 FY1377
 FY1377.The horizontal coordinates were established by GPS observations
 FY1377.and adjusted by the National Geodetic Survey in July 2004..
 FY1377
 FY1377.The orthometric height was determined by differential leveling
 FY1377.and adjusted by the National Geodetic Survey in June 1991..
 FY1377
 FY1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY1377
 FY1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1377
 FY1377.The ellipsoidal height was determined by GPS observations
 FY1377.and is referenced to NAD 83.
 FY1377
 FY1377.The geoid height was determined by GEOID03.
 FY1377
 FY1377.The dynamic height is computed by dividing the NAVD 88
 FY1377.geopotential number by the normal gravity value computed on the
 FY1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1377.degrees latitude (g = 980.6199 gals.).
 FY1377
 FY1377.The modeled gravity was interpolated from observed gravity values.
 FY1377
 FY1377;                    North         East     Units Scale Factor Converg.
 FY1377;SPC VA S     - 1,027,325.295 3,377,171.473   MT  1.00004115   -0 49 58.3
 FY1377;SPC VA S     - 3,370,483.07 11,079,936.74   sFT  1.00004115   -0 49 58.3
 FY1377;UTM  17      - 4,047,932.831   600,905.333   MT  0.99972544   +0 40 19.2
 FY1377
 FY1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1377!SPC VA S     -   0.99996005  x   1.00004115  =   1.00000120
 FY1377!UTM  17      -   0.99996005  x   0.99972544  =   0.99968550
 FY1377
 FY1377:                Primary Azimuth Mark                     Grid Az
 FY1377:SPC VA S     -  MARTINSVILLE CITY WATER TANK             011 51 23.3
 FY1377:UTM  17      -  MARTINSVILLE CITY WATER TANK             010 21 05.8
 FY1377
 FY1377|---------------------------------------------------------------------|
 FY1377| PID    Reference Object                     Distance      Geod. Az  |
 FY1377|                                                           dddmmss.s |
 FY1377| FY2466 MARTINSVILLE CITY WATER TANK        APPROX. 8.1 KM 0110125.0 |
 FY1377| FY2486 WAY                                 APPROX. 1.9 KM 0241117.5 |
 FY1377| FY1378 BRIDGE RM 1                           8.529 METERS 07730     |
 FY1377|---------------------------------------------------------------------|
 FY1377
 FY1377                          SUPERSEDED SURVEY CONTROL
 FY1377
 FY1377  NAD 83(1993)-  36 34 17.46186(N)    079 52 20.08273(W) AD(       ) A
 FY1377  ELLIP H (08/14/01)  254.56   (m)                       GP(       ) 4 1
 FY1377  NAD 83(1993)-  36 34 17.46176(N)    079 52 20.08271(W) AD(       ) 2
 FY1377  ELLIP H (03/28/00)  254.52   (m)                       GP(       ) 4 2
 FY1377  NAD 83(1993)-  36 34 17.46796(N)    079 52 20.08882(W) AD(       ) 2
 FY1377  NAD 83(1986)-  36 34 17.47271(N)    079 52 20.08818(W) AD(       ) 2
 FY1377  NAD 27      -  36 34 16.97761(N)    079 52 20.94259(W) AD(       ) 2
 FY1377  NAVD 88 (03/28/00)  287.25   (m)          942.4    (f) LEVELING    3  
 FY1377  NGVD 29 (??/??/92)  287.442  (m)          943.05   (f) ADJ UNCH    1 2
 FY1377
 FY1377.Superseded values are not recommended for survey control.
 FY1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1377.See file dsdata.txt to determine how the superseded data were derived.
 FY1377
 FY1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0090547933(NAD 83)
 FY1377_MARKER: DE = TRAVERSE STATION DISK
 FY1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1377_STAMPING: BRIDGE 1964
 FY1377_MARK LOGO: CGS   
 FY1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1377+STABILITY: SURFACE MOTION
 FY1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1377+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2001
 FY1377
 FY1377  HISTORY     - Date     Condition        Report By
 FY1377  HISTORY     - 1964     MONUMENTED       CGS
 FY1377  HISTORY     - 1965     GOOD             NGS
 FY1377  HISTORY     - 1987     GOOD             USPSQD
 FY1377  HISTORY     - 19981211 GOOD             NGS
 FY1377  HISTORY     - 20000114 GOOD             NGS
 FY1377  HISTORY     - 20010702 GOOD             VADOT
 FY1377
 FY1377                          STATION DESCRIPTION
 FY1377
 FY1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY1377'THE STATION IS ABOUT 8-1/2 MILES SOUTH OF MARTINSVILLE, ABOUT
 FY1377'1 MILE SOUTHWEST OF RIDGEWAY, AT THE JUNCTION OF U.S. HIGHWAY
 FY1377'220, STATE HIGHWAY 87 AND COUNTY ROAD 688 AND ON THE ROAD
 FY1377'RIGHT-OF-WAY.
 FY1377'
 FY1377'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 58 ABOUT
 FY1377'3 MILES SOUTHWEST OF MARTINSVILLE, GO SOUTH ON HIGHWAY 220
 FY1377'FOR 5.9 MILES TO THE JUNCTION OF COUNTY ROAD 687.  CONTINUE
 FY1377'SOUTHERLY ON HIGHWAY 220 FOR 1.35 MILES TO THE JUNCTION OF
 FY1377'STATE HIGHWAY 87 AND COUNTY ROAD 688 AND THE STATION ON THE
 FY1377'RIGHT.
 FY1377'
 FY1377'THE STATION MARK IS 121 FEET NORTHWEST OF THE CENTER LINE OF THE
 FY1377'SOUTH BOUND LANE OF U.S. HIGHWAY 220, 44 FEET NORTHEAST OF THE
 FY1377'NORTHEAST CORNER OF A WOODEN BRIDGE, 34 FEET NORTH OF THE
 FY1377'APPROXIMATE CENTER OF COUNTY ROAD 688, 10 FEET NORTHWEST OF POWER
 FY1377'LINE POLE NO.  1072-129, 5 FEET SOUTHEAST OF THE EDGE OF A HIGH
 FY1377'BANK AND 4 FEET WEST OF WITNESS POST.  IT IS A STANDARD
 FY1377'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING 2
 FY1377'INCHES AND IS STAMPED BRIDGE 1964.
 FY1377'
 FY1377'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE APPROXIMATE CENTER
 FY1377'OF COUNTY ROAD 688.  19 FEET EAST OF POWER LINE POLE NO.
 FY1377'1072-129 AND 12 FEET WEST OF A 14 INCH OAK TREE.  IT IS A
 FY1377'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 FY1377'3 INCHES AND IS STAMPED BRIDGE NO 1 1964.
 FY1377'
 FY1377'NOTE--TRAVERSE STATION WAY CAN BE USED AS AN AZIMUTH MARK.
 FY1377
 FY1377                          STATION RECOVERY (1965)
 FY1377
 FY1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FY1377'1.1 MI S FROM RIDGEWAY.
 FY1377'1.1 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1377'THE STATION AT RIDGEWAY, ABOUT 0.5 MILE SOUTH OF MILEPOST R-77,
 FY1377'AT THE OVERPASS CROSSING OF COUNTY ROAD 688, 48 FEET EAST OF THE
 FY1377'EAST RAIL, 43 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FY1377'OVERPASS, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10
 FY1377'FEET WEST OF POWER POLE 1072-129, 4 FEET SOUTHWEST OF A METAL
 FY1377'WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE TRACK AND
 FY1377'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 FY1377
 FY1377                          STATION RECOVERY (1987)
 FY1377
 FY1377'RECOVERY NOTE BY US POWER SQUADRON 1987 (CT)
 FY1377'RECOVERED IN GOOD CONDITION.
 FY1377
 FY1377                          STATION RECOVERY (1998)
 FY1377
 FY1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 FY1377'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTH OF MARTINSVILLE,
 FY1377'ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF RIDGEWAY, AND 1.6 KM (1.00 MI)
 FY1377'NORTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE, AT THE JUNCTION OF
 FY1377'U.S.  HIGHWAY 220 AND COUNTY ROAD 688, JUST EAST OF THE NORTHEAST
 FY1377'CORNER OF A BRIDGE.  OWNERSHIP--STATE OF VIRGINIA.  TO REACH THE
 FY1377'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 220 AND 58 EAST NEAR THE
 FY1377'SOUTH EDGE OF MARTINSVILLE, GO SOUTH FOR 4.82 KM (3.00 MI) ON HIGHWAY
 FY1377'220 TO THE JUNCTION OF STATE HIGHWAY 87.  CONTINUE SOUTH FOR 1.12 KM
 FY1377'(0.70 MI) ON HIGHWAY 220 TO THE JUNCTION OF COUNTY ROAD 688 AND THE
 FY1377'STATION ON THE RIGHT, IN THE NORTHWEST QUADRANT.  STATION IS 34.4 M
 FY1377'(112.9 FT) NORTHWEST OF THE HIGHWAY 220 (SOUTHBOUND LANES) AND ROAD
 FY1377'688 JUNCTION, 18.0 M (59.1 FT) NORTHEAST OF AND ACROSS ROAD 688 FROM
 FY1377'UTILITY POLE NUMBER 1072-129, 8.5 M (27.9 FT) WEST OF A REFERENCE MARK
 FY1377'STAMPED BRIDGE RM 1 1964, 7.3 M (24.0 FT) NORTHEAST OF THE ROAD 688
 FY1377'CENTER WHERE THE ROAD ABUTS THE BRIDGE, 2.3 M (7.5 FT) EAST OF THE
 FY1377'NORTHEAST CORNER OF THE BRIDGE, AND THE MONUMENT IS ABOUT LEVEL WITH
 FY1377'THE HIGHWAY AND PROJECTING ABOUT 27-CM ABOVE THE GROUND SURFACE.
 FY1377
 FY1377                          STATION RECOVERY (2000)
 FY1377
 FY1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 FY1377'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 FY1377'STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF RIDGEWAY NEAR THE
 FY1377'JUNCTION OF US HIGHWAY 220 AND COUNTY ROAD 688, ON THE NORTHEAST SIDE
 FY1377'OF THE EAST END OF THE NORTH CONCRETE GUARD RAIL OF THE COUNTY ROAD
 FY1377'688 BRIDGE OVER THE NORFOLK AND WESTERN RAILROAD. OWNERSHIP--VIRGINIA
 FY1377'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 FY1377'OF US HIGHWAY 220 AND STATE HIGHWAY 87 ON THE WEST SIDE OF RIDGEWAY,
 FY1377'GO SOUTH ON HIGHWAY 220 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF COUNTY
 FY1377'ROAD 688 (LEE FORD CAMP ROAD) ON THE RIGHT, TURN RIGHT, WEST ON COUNTY
 FY1377'ROAD 688 FOR ABOUT 0.08 KM (0.05 MI) TO THE EAST END OF THE BRIDGE
 FY1377'OVER THE NORFOLK AND WESTERN RAILROAD AND THE STATION ON THE RIGHT AT
 FY1377'THE NORTHEAST CORNER OF THE BRIDGE.  THE STATION IS AN NGS TRAVERSE
 FY1377'STATION DISK SET IN TOP OF A SQUARE CONCRETE POST ABOUT 3.65 M (11.98
 FY1377'FT) ABOVE THE GROUND. LOCATED 8.6 M (28.2 FT) WEST-SOUTHWEST AND
 FY1377'ACROSS A DIRT TRAIL ROAD FROM RM 1, 5.3 M (17.4 FT) NORTH OF THE
 FY1377'CENTER LINE OF COUNTY ROAD 688 AND ABOUT 0.3 M (1.0 FT) ABOVE THE
 FY1377'ROAD, 2.35 M (7.71 FT) NORTHEAST OF THE EAST END OF THE NORTH CONCRETE
 FY1377'GUARD RAIL OF THE BRIDGE AND 1.95 M (6.40 FT) EAST OF THE EAST END OF
 FY1377'THE METAL GUARD RAIL AT THE NORTHEAST CORNER OF THE BRIDGE.
 FY1377
 FY1377                          STATION RECOVERY (2001)
 FY1377
 FY1377'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FY1377'RECOVERED AS DESCRIBED.
 FY1377' 
 FY1377'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0341 ***********************************************************************
 FX0341  DESIGNATION -  BRIDGE
 FX0341  PID         -  FX0341
 FX0341  STATE/COUNTY-  VA/C OF NORFOLK
 FX0341  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0341
 FX0341                         *CURRENT SURVEY CONTROL
 FX0341  ___________________________________________________________________
 FX0341* NAD 83(1993)-  36 46 27.48530(N)    076 17 54.87671(W)     ADJUSTED  
 FX0341* NAVD 88     -         3.288  (meters)      10.79   (feet)  POSTED    
 FX0341  ___________________________________________________________________
 FX0341  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 FX0341  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX0341  DYNAMIC HT  -           3.290 (meters)      10.79  (feet)  COMP
 FX0341  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 FX0341
 FX0341  HORZ ORDER  -  SECOND
 FX0341  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0341
 FX0341.The horizontal coordinates were established by classical geodetic methods
 FX0341.and adjusted by the National Geodetic Survey in September 1995..
 FX0341
 FX0341.The orthometric height was determined by differential leveling
 FX0341.and adjusted by the National Geodetic Survey in 1992..
 FX0341.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0341.rate greater than 8.0 mm/km.
 FX0341
 FX0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0341
 FX0341.The geoid height was determined by GEOID03.
 FX0341
 FX0341.The dynamic height is computed by dividing the NAVD 88
 FX0341.geopotential number by the normal gravity value computed on the
 FX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0341.degrees latitude (g = 980.6199 gals.).
 FX0341
 FX0341.The modeled gravity was interpolated from observed gravity values.
 FX0341
 FX0341;                    North         East     Units Scale Factor Converg.
 FX0341;SPC VA S     - 1,051,227.635 3,696,511.918   MT  0.99999862   +1 20 10.0
 FX0341;SPC VA S     - 3,448,902.67 12,127,639.52   sFT  0.99999862   +1 20 10.0
 FX0341;UTM  18      - 4,070,621.645   384,114.295   MT  0.99976545   -0 46 39.0
 FX0341
 FX0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0341!SPC VA S     -   1.00000530  x   0.99999862  =   1.00000392
 FX0341!UTM  18      -   1.00000530  x   0.99976545  =   0.99977075
 FX0341
 FX0341:                Primary Azimuth Mark                     Grid Az
 FX0341:SPC VA S     -  SOUTH NORFOLK ARMOUR BLACK TK            008 47 11.2
 FX0341:UTM  18      -  SOUTH NORFOLK ARMOUR BLACK TK            010 54 00.2
 FX0341
 FX0341|---------------------------------------------------------------------|
 FX0341| PID    Reference Object                     Distance      Geod. Az  |
 FX0341|                                                           dddmmss.s |
 FX0341| FX3454 SOUTH NORFOLK ARMOUR BLACK TK       APPROX. 0.6 KM 0100721.2 |
 FX0341| FX3455 SOUTH NORFOLK ARMOUR SILVER TK      APPROX. 0.6 KM 0212351.8 |
 FX0341| FX3482 DRAW                                434.787 METERS 0765848.6 |
 FX0341| DC8104 BRIDGE RM 3                           7.038 METERS 07813     |
 FX0341| FX3346 CRESTWOOD                           APPROX. 1.5 KM 1272326.5 |
 FX0341| FX3428 PORTSMOUTH VEPCO STATION STACK      427.816 METERS 2074627.2 |
 FX0341| DC8105 BRIDGE RM 4                           7.072 METERS 25836     |
 FX0341|---------------------------------------------------------------------|
 FX0341
 FX0341                          SUPERSEDED SURVEY CONTROL
 FX0341
 FX0341  NAD 83(1986)-  36 46 27.49136(N)    076 17 54.91177(W) AD(       ) 2
 FX0341  NAD 27      -  36 46 26.95410(N)    076 17 56.12310(W) AD(       ) 2
 FX0341  NGVD 29 (??/??/92)    3.536  (m)           11.60   (f) ADJ UNCH    2 0
 FX0341
 FX0341.Superseded values are not recommended for survey control.
 FX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0341.See file dsdata.txt to determine how the superseded data were derived.
 FX0341
 FX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8411470622(NAD 83)
 FX0341_MARKER: DB = BENCH MARK DISK
 FX0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0341+STABILITY: SURFACE MOTION
 FX0341
 FX0341  HISTORY     - Date     Condition        Report By
 FX0341  HISTORY     - 1912     MONUMENTED       CGS
 FX0341  HISTORY     - 1959     GOOD             NGS
 FX0341  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 FX0341
 FX0341                          STATION DESCRIPTION
 FX0341
 FX0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0341'0.3 MI W FROM SOUTH NORFOLK.
 FX0341'ABOUT 0.3 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FX0341'THE EAST END OF THE DRAW BRIDGE OVER SOUTHERN BRANCH OF ELIZABETH
 FX0341'RIVER AT SOUTH NORFOLK, 911 FEET WEST OF THE WEST END OF THE
 FX0341'BRIDGE, 8 FEET SOUTH OF THE SOUTH RAIL, 33 1/2 FEET WEST OF THE
 FX0341'TOP OF THE NORTHWEST CORNER OF CONCRETE BASE FOR A LARGE SIGNAL,
 FX0341'27 1/2 FEET NORTH OF POWER LINE POLE 88, 23.2 FEET EAST OF R M 4,
 FX0341'23.1 FEET WEST OF R M 3, AND IS THE TOP OF A CONCRETE POST MARKED
 FX0341'1911 CGS, AND IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 FX0341
 FX0341                          STATION RECOVERY (1999)
 FX0341
 FX0341'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0012 ***********************************************************************
 GV0012  DESIGNATION -  BRIDGE
 GV0012  PID         -  GV0012
 GV0012  STATE/COUNTY-  VA/MIDDLESEX
 GV0012  USGS QUAD   -  WILTON (1992)
 GV0012
 GV0012                         *CURRENT SURVEY CONTROL
 GV0012  ___________________________________________________________________
 GV0012* NAD 83(1993)-  37 36 38.35991(N)    076 26 11.59278(W)     ADJUSTED  
 GV0012* NAVD 88     -         4.799  (meters)      15.74   (feet)  POSTED    
 GV0012  ___________________________________________________________________
 GV0012  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GV0012  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV0012  DYNAMIC HT  -           4.800 (meters)      15.75  (feet)  COMP
 GV0012  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 GV0012
 GV0012  HORZ ORDER  -  FIRST
 GV0012  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GV0012
 GV0012.The horizontal coordinates were established by classical geodetic methods
 GV0012.and adjusted by the National Geodetic Survey in November 1994..
 GV0012
 GV0012.The orthometric height was determined by differential leveling
 GV0012.and adjusted by the National Geodetic Survey in 1992..
 GV0012.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GV0012.rate of 4.1 thru 8.0 mm/km.
 GV0012
 GV0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0012
 GV0012.The geoid height was determined by GEOID03.
 GV0012
 GV0012.The dynamic height is computed by dividing the NAVD 88
 GV0012.geopotential number by the normal gravity value computed on the
 GV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0012.degrees latitude (g = 980.6199 gals.).
 GV0012
 GV0012.The modeled gravity was interpolated from observed gravity values.
 GV0012
 GV0012;                    North         East     Units Scale Factor Converg.
 GV0012;SPC VA S     - 1,143,743.056 3,682,168.755   MT  0.99995438   +1 15 08.5
 GV0012;SPC VA S     - 3,752,430.34 12,080,581.99   sFT  0.99995438   +1 15 08.5
 GV0012;UTM  18      - 4,163,588.057   373,207.118   MT  0.99979802   -0 52 36.6
 GV0012
 GV0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0012!SPC VA S     -   1.00000481  x   0.99995438  =   0.99995919
 GV0012!UTM  18      -   1.00000481  x   0.99979802  =   0.99980283
 GV0012
 GV0012|---------------------------------------------------------------------|
 GV0012| PID    Reference Object                     Distance      Geod. Az  |
 GV0012|                                                           dddmmss.s |
 GV0012| GV0013 BRIDGE RM 1                          27.828 METERS 01517     |
 GV0012| GV3716 POINT A 1953                        254.330 METERS 03805     |
 GV0012| GV3681 GREY 3                              489.820 METERS 0750025.2 |
 GV0012| GV0011 BRIDGE RM 2                          30.376 METERS 11656     |
 GV0012| GV0010 BRIDGE AZ MK                                       2072058.5 |
 GV0012| GV3737 ORCHARD 3                           APPROX. 4.5 KM 3421553.9 |
 GV0012|---------------------------------------------------------------------|
 GV0012
 GV0012                          SUPERSEDED SURVEY CONTROL
 GV0012
 GV0012  NAD 83(1993)-  37 36 38.35873(N)    076 26 11.61066(W) AD(       ) 1
 GV0012  NAD 83(1986)-  37 36 38.35884(N)    076 26 11.61008(W) AD(       ) 1
 GV0012  NAD 27      -  37 36 37.86100(N)    076 26 12.81300(W) AD(       ) 1
 GV0012  NGVD 29 (??/??/??)    5.156  (m)           16.92   (f) ADJUSTED    2 0
 GV0012
 GV0012.Superseded values are not recommended for survey control.
 GV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0012.See file dsdata.txt to determine how the superseded data were derived.
 GV0012
 GV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7320763588(NAD 83)
 GV0012_MARKER: DS = TRIANGULATION STATION DISK
 GV0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0012_STAMPING: BRIDGE 1953
 GV0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0012+STABILITY: SURFACE MOTION
 GV0012
 GV0012  HISTORY     - Date     Condition        Report By
 GV0012  HISTORY     - 1953     MONUMENTED       CGS
 GV0012  HISTORY     - 1953     GOOD             CGS
 GV0012  HISTORY     - 1963     SEE DESCRIPTION  USGS
 GV0012  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0012  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0012  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 GV0012  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0012
 GV0012                          STATION DESCRIPTION
 GV0012
 GV0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 GV0012'STATION IS LOCATED ABOUT 3-1/2 MI. SW OF WHITE STONE, 1/4
 GV0012'MI. S OF THE GREYS POINT FERRY LANDING, ON THE RIGHT-OF-WAY
 GV0012'OF STATE HIGHWAY 200, 42 FT. SE OF A TRIANGULAR-BLAZED TREE,
 GV0012'21 FT. E OF THE RIGHT-OF-WAY, AND 32 FT. W OF THE CENTER LINE
 GV0012'OF THE HIGHWAY.  THE UNDERGROUND MARK IS A STANDARD DISK
 GV0012'SET IN CONCRETE.  THE SURFACE MARK IS A STANDARD STATION
 GV0012'DISK, STAMPED BRIDGE 1953 AND SET IN CONCRETE FLUSH WITH
 GV0012'THE GROUND.
 GV0012'
 GV0012'REFERENCE MARK 1 IS 54 FT. W OF THE CENTER LINE OF THE HIGHWAY,
 GV0012'AND 52 FT. N OF A TRIANGULAR-BLAZED TREE.  IT IS A STANDARD
 GV0012'REFERENCE-MARK DISK, STAMPED BRIDGE NO 1 1953 AND SET IN
 GV0012'CONCRETE PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 GV0012'
 GV0012'REFERENCE MARK 2 IS 65 FT. E OF THE CENTERLINE OF THE HIGHWAY
 GV0012'ALONG THE EDGE OF THE RIGHT-OF-WAY CLEARING.  IT IS A STANDARD
 GV0012'REFERENCE-MARK DISK, STAMPED BRIDGE NO 2 1953 AND SET IN
 GV0012'CONCRETE PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 GV0012'
 GV0012'THE AZIMUTH MARK IS 52 FT. E OF THE CENTERLINE OF THE HIGHWAY,
 GV0012'11 FT. E OF AN OLD ABANDONED SURFACED ROAD, 6 FT. E OF A PINE
 GV0012'TREE.  AND 4 FT. N-NE OF A WHITE WITNESS POST.  IT IS A
 GV0012'STANDARD AZIMUTH-MARK DISK, STAMPED BRIDGE 1953 AND SET IN
 GV0012'CONCRETE PROJECTING ABOUT 2 IN. ABOVE THE GROUND.
 GV0012'
 GV0012'TO REACH THE STATION FROM THE HARMONY VILLAGE POST OFFICE,
 GV0012'GO SE ON STATE HIGHWAY 33 FOR 0.15 MI. TO THE JUNCTION OF
 GV0012'STATE HIGHWAY 200, TURN LEFT AND GO NE ON STATE HIGHWAY 200
 GV0012'FOR 3.55 MI. TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 GV0012'AND CONTINUE ON STATE HIGHWAY 200 FOR 0.35 MI. TO THE STATION
 GV0012'ON THE LEFT AS DESCRIBED.
 GV0012'
 GV0012'POINT A IS AN IRON AXLE DRIVEN INTO THE GROUND SO THAT THE TOP
 GV0012'IS ABOUT 2 IN. BELOW THE SURFACE, WITH A HOLE IN THE CENTER
 GV0012'AND TOP OF THE AXLE.  A TRAVERSE CONNECTION WAS MADE FROM
 GV0012'THIS POINT TO STATION BRIDGE, AND THE DIRECTION AND DISTANCE
 GV0012'ARE NOTED BELOW.
 GV0012'
 GV0012'HEIGHT OF LIGHT ABOVE STATION MARK - 27 M.
 GV0012
 GV0012                          STATION RECOVERY (1953)
 GV0012
 GV0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GV0012'3.6 MI NE FROM HARMONY VILLAGE.
 GV0012'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0012'OF STATE HIGHWAY 33 AT HARMONY VILLAGE, ABOUT 0.15 MILE SOUTHWEST
 GV0012'OF BANK OF RAPPAHANNOCK RIVER AND APPROACH TO FERRY LANDING,
 GV0012'AT THE SOUTHWEST END OF A CUT, 35 FEET NORTHWEST OF CENTER LINE
 GV0012'OF HIGHWAY, 91 1/2 FEET SOUTH-SOUTHWEST OF RM NO. 1, 99.8 FEET
 GV0012'NORTHWEST AND ACROSS HIGHWAY FROM RM NO. 2, 42 FEET SOUTH OF
 GV0012'A TRIANGULAR BLAZED 16-INCH TWIN GUM TREE, ABOUT LEVEL WITH
 GV0012'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GV0012
 GV0012                          STATION RECOVERY (1963)
 GV0012
 GV0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV0012'UNDERGROUND MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 GV0012'CONDITION AS DESCRIBED.  STATION SURFACE MARK HAS BEEN DESTROYED.
 GV0012
 GV0012                          STATION RECOVERY (1971)
 GV0012
 GV0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0012'A THOROUGH SEARCH WAS MADE FOR ALL THE MARKS INCLUDING THE AZIMUTH
 GV0012'AND THEY WERE NOT RECOVERED ON THIS DATE.
 GV0012'
 GV0012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES NORTHEAST
 GV0012'OF HARMONY VILLAGE.
 GV0012
 GV0012                          STATION RECOVERY (1971)
 GV0012
 GV0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0012'MARK NOT FOUND.
 GV0012
 GV0012                          STATION RECOVERY (1989)
 GV0012
 GV0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV0012'MARK NOT FOUND.
 GV0012
 GV0012                          STATION RECOVERY (1998)
 GV0012
 GV0012'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0012'MARK NOT FOUND.
 GV0012
 GV0012                          STATION RECOVERY (2003)
 GV0012
 GV0012'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5103 ***********************************************************************
 GV5103  DESIGNATION -  BRIDGE
 GV5103  PID         -  GV5103
 GV5103  STATE/COUNTY-  VA/KING AND QUEEN
 GV5103  USGS QUAD   -  KING WILLIAM (1984)
 GV5103
 GV5103                         *CURRENT SURVEY CONTROL
 GV5103  ___________________________________________________________________
 GV5103* NAD 83(1993)-  37 43 25.90428(N)    077 01 29.28343(W)     ADJUSTED  
 GV5103* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5103  ___________________________________________________________________
 GV5103  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 GV5103  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV5103
 GV5103  HORZ ORDER  -  THIRD
 GV5103
 GV5103.The horizontal coordinates were established by classical geodetic methods
 GV5103.and adjusted by the National Geodetic Survey in November 1994..
 GV5103
 GV5103.The orthometric height was scaled from a topographic map.
 GV5103
 GV5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5103
 GV5103.The geoid height was determined by GEOID03.
 GV5103
 GV5103;                    North         East     Units Scale Factor Converg.
 GV5103;SPC VA S     - 1,155,332.501 3,630,044.820   MT  0.99996469   +0 53 43.2
 GV5103;SPC VA S     - 3,790,453.38 11,909,572.05   sFT  0.99996469   +0 53 43.2
 GV5103;UTM  18      - 4,177,107.385   321,553.939   MT  0.99999222   -1 14 21.2
 GV5103
 GV5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5103!SPC VA S     -   1.00000518  x   0.99996469  =   0.99996987
 GV5103!UTM  18      -   1.00000518  x   0.99999222  =   0.99999740
 GV5103
 GV5103|---------------------------------------------------------------------|
 GV5103| PID    Reference Object                     Distance      Geod. Az  |
 GV5103|                                                           dddmmss.s |
 GV5103| DC5184 BRIDGE RM 3                          23.186 METERS 01913     |
 GV5103| GV5106 CANNING HOUSE SMOKE STK STACK        89.412 METERS 03247     |
 GV5103| GV5124 VINE                                APPROX. 0.8 KM 0794753.2 |
 GV5103| DC5182 BRIDGE RM 1                          15.938 METERS 18505     |
 GV5103| GV5107 DRAW                                256.777 METERS 21817     |
 GV5103| DC5183 BRIDGE RM 2                          26.066 METERS 35334     |
 GV5103|---------------------------------------------------------------------|
 GV5103
 GV5103                          SUPERSEDED SURVEY CONTROL
 GV5103
 GV5103  NAD 83(1986)-  37 43 25.90676(N)    077 01 29.30153(W) AD(       ) 3
 GV5103  NAD 27      -  37 43 25.40500(N)    077 01 30.42900(W) AD(       ) 3
 GV5103
 GV5103.Superseded values are not recommended for survey control.
 GV5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5103.See file dsdata.txt to determine how the superseded data were derived.
 GV5103
 GV5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2155477107(NAD 83)
 GV5103_MARKER: P = PIPE CAP
 GV5103_SETTING: 0 = UNSPECIFIED SETTING
 GV5103
 GV5103  HISTORY     - Date     Condition        Report By
 GV5103  HISTORY     - 1912     MONUMENTED       CGS
 GV5103  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV5103  HISTORY     - 1954     GOOD             AMS
 GV5103  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5103  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5103  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5103
 GV5103                          STATION DESCRIPTION
 GV5103
 GV5103'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5103'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5103'IN THE TOWN OF WALKERTON, 6.32 METERS ABOVE THE CENTER OF
 GV5103'RAILROAD TRACK ON THE CANNING FACTORY PIER, AND 16 METERS BACK
 GV5103'N FROM THE NEAREST FRONT OF THE CANNING FACTORY PIER HOUSE AND
 GV5103'MUDDY GROUND.
 GV5103'
 GV5103'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG STANDING 10
 GV5103'INCHES ABOVE SURFACE, AND CAPPED BY A BRASS DISK WITH LEGEND.
 GV5103'
 GV5103'REFERENCE MARK NO. 1 IS THE CORNER OF THE PIER HOUSE AT W EDGE
 GV5103'OF PIER PLANK AND DOOR JAM, DISTANT 15.938 METERS, 105 DEG 17
 GV5103'MIN 25.0 SEC TO RIGHT OF LINE TO STATION VINE.
 GV5103'
 GV5103'REFERENCE MARK NO. 2 IS LARGE NAIL IN CENTER OF A 3- BY 3-INCH
 GV5103'PINE STAKE STANDING 8 INCHES ABOVE SURFACE, SURROUNDED BY A
 GV5103'MOUND AND MOAT, DISTANT 26.066 METERS, 273 DEG 46 MIN 20.0 SEC
 GV5103'TO RIGHT OF LINE TO STATION VINE.
 GV5103'
 GV5103'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON A THRIFTY 4-INCH
 GV5103'POPLAR TREE ABOUT SAME DISTANCE FROM FACTORY OR THIS STATION,
 GV5103'DISTANT 23.186 METERS, 299 DEG 24 MIN 38.0 SEC TO RIGHT OF LINE
 GV5103'TO STATION VINE.
 GV5103
 GV5103                          STATION RECOVERY (1944)
 GV5103
 GV5103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5103'THIS STATION HAS BEEN BURIED UNDER 5 FEET OF SAND BY DREDGING
 GV5103'OPERATIONS.  AS MOST OF THE REFERENCE POINTS AND MARKS HAVE BEEN
 GV5103'DESTROYED, RECOVERY OF THE STATION WOULD BE DIFFICULT, IF NOT
 GV5103'IMPOSSIBLE.  AS A PLETHORE OF CONTROL EXISTS IN THIS VICINITY,
 GV5103'THE STATION WAS NOT SEARCHED FOR.  IT IS RECOMMENDED THAT THIS
 GV5103'STATION BE CLASSIFIED AS LOST.
 GV5103
 GV5103                          STATION RECOVERY (1954)
 GV5103
 GV5103'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV5103'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK IS
 GV5103'908 FEET W-SW OF THE WEST END OF DRAW-BRIDGE, 132 FEET S-SE
 GV5103'OF E TIP OF GRASS ISLAND FORMED BY HIGHWAY LANE DIVISION, 18
 GV5103'FEET S AND PERPENDICULAR CENTERLINE R.R. TRACKS.
 GV5103
 GV5103                          STATION RECOVERY (1995)
 GV5103
 GV5103'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5103'MARK NOT FOUND.
 GV5103
 GV5103                          STATION RECOVERY (2000)
 GV5103
 GV5103'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5103'MARK NOT FOUND.
 GV5103
 GV5103                          STATION RECOVERY (2004)
 GV5103
 GV5103'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3016 ***********************************************************************
 FX3016  DESIGNATION -  BRIDGE
 FX3016  PID         -  FX3016
 FX3016  STATE/COUNTY-  VA/C OF NORFOLK
 FX3016  USGS QUAD   -  LITTLE CREEK (1989)
 FX3016
 FX3016                         *CURRENT SURVEY CONTROL
 FX3016  ___________________________________________________________________
 FX3016* NAD 83(1993)-  36 55 27.98093(N)    076 11 17.39596(W)     ADJUSTED  
 FX3016* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3016  ___________________________________________________________________
 FX3016  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX3016  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 FX3016
 FX3016  HORZ ORDER  -  THIRD
 FX3016
 FX3016.The horizontal coordinates were established by classical geodetic methods
 FX3016.and adjusted by the National Geodetic Survey in September 1995..
 FX3016
 FX3016.The orthometric height was scaled from a topographic map.
 FX3016
 FX3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3016
 FX3016.The geoid height was determined by GEOID03.
 FX3016
 FX3016;                    North         East     Units Scale Factor Converg.
 FX3016;SPC VA S     - 1,068,119.509 3,705,957.980   MT  0.99997511   +1 24 11.2
 FX3016;SPC VA S     - 3,504,322.09 12,158,630.47   sFT  0.99997511   +1 24 11.2
 FX3016;UTM  18      - 4,087,149.463   394,175.054   MT  0.99973796   -0 42 49.9
 FX3016
 FX3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3016!SPC VA S     -   1.00000587  x   0.99997511  =   0.99998098
 FX3016!UTM  18      -   1.00000587  x   0.99973796  =   0.99974383
 FX3016
 FX3016|---------------------------------------------------------------------|
 FX3016| PID    Reference Object                     Distance      Geod. Az  |
 FX3016|                                                           dddmmss.s |
 FX3016| DC8098 BRIDGE RM 1                           3.524 METERS 09227     |
 FX3016| FX3021 CRAB 2                              APPROX. 0.8 KM 0961702.0 |
 FX3016| DC8101 BRIDGE WM 1                           6.241 METERS 10125     |
 FX3016| DC8100 BRIDGE WM                             6.230 METERS 10133     |
 FX3016| FX3035 LITTLE CREEK FRONTIER BASE LOT      APPROX. 1.7 KM 1602509.5 |
 FX3016| FX3034 LITTLE CREEK FRONTIER BASE FP       APPROX. 1.7 KM 1660458.5 |
 FX3016| FX3029 LITTLE CREEK AMPHIB BASE TK         APPROX. 0.7 KM 1882126.8 |
 FX3016| DC8099 BRIDGE RM 2                           8.985 METERS 35751     |
 FX3016|---------------------------------------------------------------------|
 FX3016
 FX3016                          SUPERSEDED SURVEY CONTROL
 FX3016
 FX3016  NAD 83(1986)-  36 55 27.98674(N)    076 11 17.43362(W) AD(       ) 3
 FX3016  NAD 27      -  36 55 27.45700(N)    076 11 18.65800(W) AD(       ) 3
 FX3016
 FX3016.Superseded values are not recommended for survey control.
 FX3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3016.See file dsdata.txt to determine how the superseded data were derived.
 FX3016
 FX3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9417587149(NAD 83)
 FX3016_MARKER: DS = TRIANGULATION STATION DISK
 FX3016_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3016
 FX3016  HISTORY     - Date     Condition        Report By
 FX3016  HISTORY     - 1929     MONUMENTED       CGS
 FX3016  HISTORY     - 1943     GOOD             CGS
 FX3016  HISTORY     - 1944     GOOD             CGS
 FX3016  HISTORY     - 1952     GOOD             CGS
 FX3016  HISTORY     - 1954     GOOD             USN
 FX3016
 FX3016                          STATION DESCRIPTION
 FX3016
 FX3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3016'ON THE NORTH SHORE OF THE LONG ARM OF LITTLE CREEK ON CHESAPEAKE
 FX3016'BAY, ON THE FIRST POINT BELOW THE HIGHWAY BRIDGE WHICH IS A
 FX3016'PART OF THE OCEAN VIEW-CAPE HENRY HIGHWAY, ON A SAND RIDGE ABOUT
 FX3016'14 METERS WIDE RUNNING NORTH-NORTHWEST TOWARD THE MAINLAND,
 FX3016'ON BOTH SIDES OF WHICH THERE IS A GRASS MARSH.  THE MARK IS
 FX3016'ABOUT 14 METERS FROM THE HIGH-WATER LINE ON THE WEST, ABOUT 30
 FX3016'METERS ON THE EAST AND ABOUT 60 METERS FROM THE END OF THE
 FX3016'POINT, SET FLUSH WITH THE GROUND.  UNDERGROUND MARK SET 36
 FX3016'INCHES BELOW SURFACE OF GROUND.  BOTH MARKS ARE STAMPED
 FX3016'BRIDGE 1929.
 FX3016'
 FX3016'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3016'DISKS SET IN CONCRETE.
 FX3016'
 FX3016'REFERENCE MARK NO. 1 IS INSHORE FROM THE STATION ON THE SAME
 FX3016'RIDGE, STAMPED BRIDGE NO 1 1929.
 FX3016'
 FX3016'REFERENCE MARK NO. 2 IS EAST OF THE STATION ON THE SAME RIDGE,
 FX3016'STAMPED BRIDGE NO 2 1929.
 FX3016'
 FX3016'WITNESS MARK IS A 1-1/2-INCH IRON PIPE EMBEDDED IN A 4- BY
 FX3016'4-INCH POST OF CONCRETE, DEPTH UNDETERMINED.  THE POST PROJECTS
 FX3016'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE PIPE
 FX3016'ABOUT 12 INCHES ABOVE THE POST.
 FX3016'
 FX3016'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 FX3016
 FX3016                          STATION RECOVERY (1943)
 FX3016
 FX3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3016'RECOVERED AS DESCRIBED.  THERE IS NOW A SMALL HOUSE ON THIS
 FX3016'POINT AND THE MARK IS ABOUT 50 METERS ON THE POINT FROM THE HOUSE.
 FX3016
 FX3016                          STATION RECOVERY (1944)
 FX3016
 FX3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JHB)
 FX3016'RECOVERED AS DESCRIBED, ORIGINAL DESCRIPTION ADEQUATE.  THE
 FX3016'NUMBERS OF THE REFERENCE MARKS IN THE BODY OF THE DESCRIPTION
 FX3016'APPEAR TO BE REVERSED.  NO. 2 IS N OF THE STATION INSTEAD OF
 FX3016'E.  REFERENCE MARK 1 WAS NOT FOUND AND IS PROBABLY COVERED WITH
 FX3016'SAND.  THE WITNESS MARK IS STILL IN PLACE AND IS E OF THE
 FX3016'STATION.
 FX3016
 FX3016                          STATION RECOVERY (1952)
 FX3016
 FX3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EAD)
 FX3016'THE STATION MARK WAS FOUND AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 FX3016'WAS ADEQUATE.
 FX3016'
 FX3016'THE REFERENCE MARK NUMBERS IN THE ORIGINAL DESCRIPTION WERE
 FX3016'INCORRECT.  REFERENCE MARK 1 IS E OF THE STATION AND IN THE
 FX3016'SAME DIRECTION AS THE WITNESS MARK.  REFERENCE MARK 2 IS ALONG
 FX3016'THE AXIS OF THE SAND RIDGE, N FROM THE STATION, AND IN THE
 FX3016'DIRECTION OF THE NEAREST DWELLING.
 FX3016
 FX3016                          STATION RECOVERY (1954)
 FX3016
 FX3016'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FX3016'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FX3016'AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3191 ***********************************************************************
 FX3191  DESIGNATION -  BRIDGE
 FX3191  PID         -  FX3191
 FX3191  STATE/COUNTY-  VA/C OF NORFOLK
 FX3191  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3191
 FX3191                         *CURRENT SURVEY CONTROL
 FX3191  ___________________________________________________________________
 FX3191* NAD 83(1993)-  36 53 21.17752(N)    076 16 45.07680(W)     ADJUSTED  
 FX3191* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3191  ___________________________________________________________________
 FX3191  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FX3191  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FX3191
 FX3191  HORZ ORDER  -  THIRD
 FX3191
 FX3191.The horizontal coordinates were established by classical geodetic methods
 FX3191.and adjusted by the National Geodetic Survey in September 1995..
 FX3191
 FX3191.The orthometric height was scaled from a topographic map.
 FX3191
 FX3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3191
 FX3191.The geoid height was determined by GEOID03.
 FX3191
 FX3191;                    North         East     Units Scale Factor Converg.
 FX3191;SPC VA S     - 1,064,017.083 3,697,942.394   MT  0.99998002   +1 20 52.3
 FX3191;SPC VA S     - 3,490,862.71 12,132,332.67   sFT  0.99998002   +1 20 52.3
 FX3191;UTM  18      - 4,083,346.718   386,015.300   MT  0.99976006   -0 46 04.6
 FX3191
 FX3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3191!SPC VA S     -   1.00000569  x   0.99998002  =   0.99998571
 FX3191!UTM  18      -   1.00000569  x   0.99976006  =   0.99976575
 FX3191
 FX3191|---------------------------------------------------------------------|
 FX3191| PID    Reference Object                     Distance      Geod. Az  |
 FX3191|                                                           dddmmss.s |
 FX3191| CQ9127 BRIDGE RM 2                          19.800 METERS 02219     |
 FX3191| FX3188 BLACK STACK                         APPROX. 2.4 KM 0511804.9 |
 FX3191| FX3232 MILL                                APPROX. 0.8 KM 1275809.3 |
 FX3191| CQ9126 BRIDGE RM 1                          12.120 METERS 35306     |
 FX3191|---------------------------------------------------------------------|
 FX3191
 FX3191                          SUPERSEDED SURVEY CONTROL
 FX3191
 FX3191  NAD 83(1986)-  36 53 21.18346(N)    076 16 45.11229(W) AD(       ) 3
 FX3191  NAD 27      -  36 53 20.65100(N)    076 16 46.32100(W) AD(       ) 3
 FX3191
 FX3191.Superseded values are not recommended for survey control.
 FX3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3191.See file dsdata.txt to determine how the superseded data were derived.
 FX3191
 FX3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8601583347(NAD 83)
 FX3191_MARKER: DS = TRIANGULATION STATION DISK
 FX3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3191
 FX3191  HISTORY     - Date     Condition        Report By
 FX3191  HISTORY     - 1929     MONUMENTED       CGS
 FX3191  HISTORY     - 1955     GOOD             AMS
 FX3191  HISTORY     - 1956     SEE DESCRIPTION  CGS
 FX3191  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3191  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 FX3191  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 FX3191
 FX3191                          STATION DESCRIPTION
 FX3191
 FX3191'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3191'STATION IS ON THE NE BANK OF THE LAFAYETTE RIVER AT THE NE END
 FX3191'OF THE GRANBY STREET BRIDGE AND ABOUT 7 METERS FROM THE E EDGE
 FX3191'OF THE ROAD.  THE STATION IS ABOUT 5 METERS FROM THE RIVER
 FX3191'BANK AND ABOUT 4 METERS FROM THE NE END OF THE BRIDGE.  THE
 FX3191'STATION IS ON THE POINT BETWEEN THE BRIDGE AND THE W BANK OF
 FX3191'THE SLOUGH WHICH TURNS OFF FROM THE RIVER IN THIS VICINITY.
 FX3191'
 FX3191'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX3191'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 FX3191'
 FX3191'UNDERGROUND MARK IS A BOTTLE IN AN UPRIGHT POSITION EMBEDDED IN
 FX3191'EARTH 3 FEET BELOW THE SURFACE OF THE GROUND AS DESCRIBED IN
 FX3191'NOTE 10A.
 FX3191'
 FX3191'REFERENCE MARK NO. 1 IS N OF THE STATION AND REFERENCE MARK
 FX3191'NO. 2 IS NE OF THE STATION.
 FX3191
 FX3191                          STATION RECOVERY (1955)
 FX3191
 FX3191'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX3191'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  FLUSH WITH
 FX3191'GROUND.  IT IS 77 FEET W OF S POINT OF CLUMP REEDS, 46 FEET NW
 FX3191'OF SMALL BUSH, 37 FEET NE OF CLUMP REEDS AT WATER LINE, 36 FEET
 FX3191'SE OF LONE CLUMP REEDS ON WATER LINE.
 FX3191
 FX3191                          STATION RECOVERY (1956)
 FX3191
 FX3191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 FX3191'A CONCRETE MONUMENT ANSWERING TO THE DESCRIPTION OF THE STATION
 FX3191'MARK WAS RECOVERED IN AN UPRIGHT POSITION, FIRMLY SET, AT THE
 FX3191'HIGH WATER LINE OF THE SLOUGH.  CONSIDERABLE SEARCHING FAILED TO
 FX3191'REVEAL ANY TRACE OF THE TWO REFERENCE MARKS.  THERE IS EVIDENCE
 FX3191'THAT THE BRIDGE IN EXISTENCE AT THE TIME THE STATION WAS
 FX3191'ESTABLISHED WAS REPLACED BY A HIGHER-LEVEL BRIDGE SOMEWHAT TO
 FX3191'THE WEST OF THE ORIGINAL STRUCTURE.  A NEW DESCRIPTION FOR THE
 FX3191'REMAINING MARK FOLLOWS--
 FX3191'
 FX3191'STATION IS ON THE NE BANK OF THE LAFAYETTE RIVER, AT THE NE
 FX3191'END OF GRANBY STREET BRIDGE.  THE STATION IS AT THE HIGH WATER
 FX3191'LINE, 18 METERS EAST OF THE EAST EDGE OF THE ROAD AND 18 METERS
 FX3191'NORTHEAST OF THE NORTHEAST HANDRAIL OF THE BRIDGE.  STATION IS
 FX3191'MARKED BY A STANDARD TRIANGULATION STATION DISK, STAMPED, BRIDGE,
 FX3191'1929 SET IN AN 8 X 10 INCH CONCRETE MONUMENT PROJECTING 6 INCHES
 FX3191'ABOVE THE GROUND.
 FX3191
 FX3191                          STATION RECOVERY (1960)
 FX3191
 FX3191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3191'MEASUREMENTS WERE TAKEN FROM THE REFERENCE POINTS AND A ONE
 FX3191'HOUR SEARCH WAS MADE BUT THE STATION WAS NOT RECOVERED.
 FX3191
 FX3191                          STATION RECOVERY (1998)
 FX3191
 FX3191'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3191'MARK NOT FOUND.
 FX3191
 FX3191                          STATION RECOVERY (2002)
 FX3191
 FX3191'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX3191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3489 ***********************************************************************
 FX3489  DESIGNATION -  BRIDGE
 FX3489  PID         -  FX3489
 FX3489  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3489  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3489
 FX3489                         *CURRENT SURVEY CONTROL
 FX3489  ___________________________________________________________________
 FX3489* NAD 83(1993)-  36 46 27.48588(N)    076 17 54.87999(W)     ADJUSTED  
 FX3489* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 FX3489  ___________________________________________________________________
 FX3489  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 FX3489  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX3489
 FX3489  HORZ ORDER  -  THIRD
 FX3489
 FX3489.The horizontal coordinates were established by classical geodetic methods
 FX3489.and adjusted by the National Geodetic Survey in September 1995..
 FX3489
 FX3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3489
 FX3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3489
 FX3489.The geoid height was determined by GEOID03.
 FX3489
 FX3489;                    North         East     Units Scale Factor Converg.
 FX3489;SPC VA S     - 1,051,227.651 3,696,511.836   MT  0.99999862   +1 20 10.0
 FX3489;SPC VA S     - 3,448,902.72 12,127,639.25   sFT  0.99999862   +1 20 10.0
 FX3489;UTM  18      - 4,070,621.664   384,114.214   MT  0.99976545   -0 46 39.0
 FX3489
 FX3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3489!SPC VA S     -   1.00000529  x   0.99999862  =   1.00000391
 FX3489!UTM  18      -   1.00000529  x   0.99976545  =   0.99977074
 FX3489
 FX3489:                Primary Azimuth Mark                     Grid Az
 FX3489:SPC VA S     -  SOUTH NORFOLK ARMOUR SILVER TK           020 04 11.9
 FX3489:UTM  18      -  SOUTH NORFOLK ARMOUR SILVER TK           022 11 00.9
 FX3489
 FX3489|---------------------------------------------------------------------|
 FX3489| PID    Reference Object                     Distance      Geod. Az  |
 FX3489|                                                           dddmmss.s |
 FX3489| FX3455 SOUTH NORFOLK ARMOUR SILVER TK      APPROX. 0.6 KM 0212421.9 |
 FX3489| DE5027 WEST                                 33.833 METERS 06154     |
 FX3489| FX0344 DRAW                                434.691 METERS 0765952.1 |
 FX3489| FX3433 RED 1912                            329.225 METERS 28003     |
 FX3489| FX3340 CM PRETTY CO LIME WORKS TANK        APPROX. 0.9 KM 3133502.1 |
 FX3489| FX3369 JUNIPER USE 1912                    487.976 METERS 3374018.3 |
 FX3489|---------------------------------------------------------------------|
 FX3489
 FX3489                          SUPERSEDED SURVEY CONTROL
 FX3489
 FX3489  NAD 83(1986)-  36 46 27.49193(N)    076 17 54.91502(W) AD(       ) 3
 FX3489  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 FX3489
 FX3489.Superseded values are not recommended for survey control.
 FX3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3489.See file dsdata.txt to determine how the superseded data were derived.
 FX3489
 FX3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8411470622(NAD 83)
 FX3489_MARKER: Z = SEE DESCRIPTION
 FX3489_SETTING: 0 = UNSPECIFIED SETTING
 FX3489
 FX3489  HISTORY     - Date     Condition        Report By
 FX3489  HISTORY     - 1912     MONUMENTED       CGS
 FX3489  HISTORY     - 1932     GOOD             CGS
 FX3489  HISTORY     - 1934     GOOD             USE
 FX3489  HISTORY     - 1943     GOOD             CGS
 FX3489  HISTORY     - 1959     GOOD             CGS
 FX3489  HISTORY     - 1985     GOOD             LOCSUR
 FX3489  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 FX3489
 FX3489                          STATION DESCRIPTION
 FX3489
 FX3489'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3489'STATION IS LOCATED ON THE S SIDE OF THE RAILROAD EMBANKMENT
 FX3489'911 FEET W OF THE NORFOLK AND WESTERN RAILWAY BRIDGE OVER
 FX3489'THE SOUTHERN BRANCH OF ELIZABETH RIVER, 8-1/2 FEET S OF THE
 FX3489'TRACK.
 FX3489'
 FX3489'MARKED BY A CEMENT BLOCK 6 BY 6 BY 12 INCHES BURIED 3 FEET
 FX3489'BELOW THE SURFACE.  NAIL IN CEMENT MARKS THE STATION.  SURFACE
 FX3489'MARK, A CEMENT BLOCK 6 BY 6 BY 30 INCHES PROJECTING 3 INCHES
 FX3489'ABOVE THE SURFACE.  TOP OF BLOCK IS MARKED 1911 C.G.S.
 FX3489
 FX3489                          STATION RECOVERY (1932)
 FX3489
 FX3489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3489'FOUND AS DESCRIBED.
 FX3489
 FX3489                          STATION RECOVERY (1934)
 FX3489
 FX3489'RECOVERY NOTE BY US ENGINEERS 1934
 FX3489'STATION BRIDGE IS LOCATED ON THE RIGHT-OF-WAY OF THE NORFOLK
 FX3489'AND WESTERN RAILWAY, IMMEDIATELY S OF THE DOUBLE TRACKS OF
 FX3489'SAME AND APPROXIMATELY 500 FEET W OF NORFOLK AND WESTERN
 FX3489'DRAWBRIDGE OVER SOUTHERN BRANCH.  THE WRITER VISITED THE
 FX3489'STATION A NUMBER OF TIMES DURING JANUARY, 1934 AND FOUND
 FX3489'IT IN GOOD CONDITION AND WELL PRESERVED.
 FX3489'
 FX3489'THE ORIGINAL DESCRIPTION STILL HOLDS TRUE IN EVERY DETAIL
 FX3489'FOR THIS STATION.
 FX3489
 FX3489                          STATION RECOVERY (1943)
 FX3489
 FX3489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3489'FOUND AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 FX3489'
 FX3489'1.  908 FEET W ALONG NORFOLK AND WESTERN RAILWAY FROM W END
 FX3489'OF RAILROAD BRIDGE OVER SOUTHERN BRANCH OF ELIZABETH RIVER,
 FX3489'INSTEAD OF 911 W OF SAME BRIDGE.
 FX3489'
 FX3489'2.  SURFACE MARK IS 0.7 FOOT BELOW SURFACE OF GROUND, INSTEAD
 FX3489'OF 3 INCHES ABOVE THE SURFACE.
 FX3489
 FX3489                          STATION RECOVERY (1959)
 FX3489
 FX3489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX3489'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 FX3489'DECRIPTION FOLLOWS--
 FX3489'
 FX3489'STATION MARK IS A 6 X 6 CONCRETE POST THAT IS ABOUT 1 FOOT
 FX3489'BELOW THE SURFACE OF THE GROUND AND IS MARKED 1911 G.C.S.  IT IS
 FX3489'8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 27
 FX3489'FEET NORTH OF POWER POLE 88, 42 FEET NORTHEAST OF A TRIANGULAR
 FX3489'BLAZED TELEGRAPH POLE AND 96 FEET NORTHWEST OF A TELEGRAPH POLE.
 FX3489'
 FX3489'R.M. 3, STAMPED BRIDGE NO 3 1912 1959, SET FLUSH WITH THE SURFACE
 FX3489'OF THE GROUND.  IT IS A STANDARD BRONZE DISK BRAZED TO THE TOP
 FX3489'OF A 2 INCH IRON PIPE THAT IS ABOUT 2.5 FEET LONG.  IT IS
 FX3489'8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 65
 FX3489'FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED TELEGRAPH POLE, 38
 FX3489'FEET NORTHEAST OF POWER POLE 88 AND 1 FOOT ABOVE THE ELEVATION
 FX3489'OF THE STATION.
 FX3489'
 FX3489'R.M. 4, STAMPED BRIDGE NO 4 1912 1959, SET FLUSH WITH THE
 FX3489'SURFACE OF THE GROUND.  IT IS A STANDARD BRONZE DISK BRAZED
 FX3489'TO THE TOP OF A 2 INCH IRON PIPE THAT IS ABOUT 2.5 FEET LONG.
 FX3489'IT IS 8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 FX3489'22 FEET NORTHEAST OF A TRIANGULAR BLAZED TELEGRAPH POLE, 40
 FX3489'FEET NORTHWEST OF POWER POLE 88 AND IS ABOUT 1 FOOT ABOVE
 FX3489'THE ELEVATION OF THE STATION.
 FX3489'
 FX3489'STATION IS 911 FEET WEST OF THE WEST END OF THE RAILROAD DRAW
 FX3489'BRIDGE OVER THE SOUTHERN BRANCH OF THE ELIZABETH RIVER ON
 FX3489'U.S. HIGHWAY 13.
 FX3489'
 FX3489'STATION DRAW 1912 WILL SERVE AS THE AZIMUTH MARK.
 FX3489
 FX3489                          STATION RECOVERY (1985)
 FX3489
 FX3489'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLT)
 FX3489'1911-CGS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3489'
 FX3489'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN CITY OF
 FX3489'CHESAPEAKE, VA.
 FX3489
 FX3489                          STATION RECOVERY (1999)
 FX3489
 FX3489'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX3489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3964 ***********************************************************************
 FX3964  DESIGNATION -  BRIDGE
 FX3964  PID         -  FX3964
 FX3964  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3964  USGS QUAD   -  BENNS CHURCH (1986)
 FX3964
 FX3964                         *CURRENT SURVEY CONTROL
 FX3964  ___________________________________________________________________
 FX3964* NAD 83(1993)-  36 54 57.02010(N)    076 30 22.98028(W)     ADJUSTED  
 FX3964* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3964  ___________________________________________________________________
 FX3964  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 FX3964  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FX3964
 FX3964  HORZ ORDER  -  THIRD
 FX3964
 FX3964.The horizontal coordinates were established by classical geodetic methods
 FX3964.and adjusted by the National Geodetic Survey in September 1995..
 FX3964
 FX3964.The orthometric height was scaled from a topographic map.
 FX3964
 FX3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3964
 FX3964.The geoid height was determined by GEOID03.
 FX3964
 FX3964;                    North         East     Units Scale Factor Converg.
 FX3964;SPC VA S     - 1,066,518.848 3,677,633.116   MT  0.99997627   +1 12 35.9
 FX3964;SPC VA S     - 3,499,070.59 12,065,701.31   sFT  0.99997627   +1 12 35.9
 FX3964;UTM  18      - 4,086,595.809   365,816.004   MT  0.99982181   -0 54 17.8
 FX3964
 FX3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3964!SPC VA S     -   1.00000578  x   0.99997627  =   0.99998205
 FX3964!UTM  18      -   1.00000578  x   0.99982181  =   0.99982758
 FX3964
 FX3964:                Primary Azimuth Mark                     Grid Az
 FX3964:SPC VA S     -  OWENS                                    038 31 00.6
 FX3964:UTM  18      -  OWENS                                    040 37 54.3
 FX3964
 FX3964|---------------------------------------------------------------------|
 FX3964| PID    Reference Object                     Distance      Geod. Az  |
 FX3964|                                                           dddmmss.s |
 FX3964| FX3980 OWENS                               APPROX. 0.9 KM 0394336.5 |
 FX3964| DC8102 BRIDGE RM 1                          20.918 METERS 31416     |
 FX3964| DC8103 BRIDGE RM 2                          17.054 METERS 33939     |
 FX3964|---------------------------------------------------------------------|
 FX3964
 FX3964                          SUPERSEDED SURVEY CONTROL
 FX3964
 FX3964  NAD 83(1986)-  36 54 57.02496(N)    076 30 23.01423(W) AD(       ) 3
 FX3964  NAD 27      -  36 54 56.48800(N)    076 30 24.19000(W) AD(       ) 3
 FX3964
 FX3964.Superseded values are not recommended for survey control.
 FX3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3964.See file dsdata.txt to determine how the superseded data were derived.
 FX3964
 FX3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6581686596(NAD 83)
 FX3964_MARKER: DS = TRIANGULATION STATION DISK
 FX3964_SETTING: 0 = UNSPECIFIED SETTING
 FX3964
 FX3964  HISTORY     - Date     Condition        Report By
 FX3964  HISTORY     - 1934     MONUMENTED       CGS
 FX3964  HISTORY     - 1957     GOOD             AMS
 FX3964  HISTORY     - 1960     GOOD             CGS
 FX3964  HISTORY     - 1971     GOOD             NGS
 FX3964  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 FX3964
 FX3964                          STATION DESCRIPTION
 FX3964
 FX3964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3964'LOCATED ON THE CHUCKATUCK CREEK BRIDGE OWNED BY THE JAMES
 FX3964'RIVER BRIDGE CORPORATION.
 FX3964'
 FX3964'THE PLACE MAY BE REACHED BY TAKING THE BRIDGE ROUTE BETWEEN
 FX3964'PORTSMOUTH AND NEWPORT NEWS.  A LARGE LAUNCH MAY LAND AT
 FX3964'THE DRAW OF THE BRIDGE, THUS MAKING THE STATION EASILY ACCESSIBLE
 FX3964'BY WATER.
 FX3964'
 FX3964'THE MARK IS SET IN A DRILL HOLE WITH CEMENT MORTAR IN THE
 FX3964'CURB OF THE BRIDGE, 251.8 FEET FROM THE WESTERN ABUTMENT
 FX3964'EXPANSION JOINT ON THE SOUTH SIDE OF THE BRIDGE.  THERE IS
 FX3964'A LIGHT 13.12 FEET FURTHER ALONG THE SAME SIDE OF THE BRIDGE.
 FX3964'
 FX3964'REFERENCE MARK NO. 1 IS SET IN THE CURB ON THE SAME SIDE OF
 FX3964'THE BRIDGE AS THE STATION MARK AND IN THE SAME WAY, 68.63
 FX3964'FEET FROM THE STATION TOWARDS WESTERN END OF THE BRIDGE.
 FX3964'REFERENCE MARK NO. 2 IS ON THE OPPOSITE CURB OF THE BRIDGE
 FX3964'55.95 FEET NORTHWESTERLY OF THE STATION.
 FX3964'
 FX3964'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3964
 FX3964                          STATION RECOVERY (1957)
 FX3964
 FX3964'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 FX3964'STATION RECOVERED IN GOOD CONDITION.
 FX3964
 FX3964                          STATION RECOVERY (1960)
 FX3964
 FX3964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3964'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX3964'THE LIGHT NEAR THE STATION HAS BEEN REMOVED.  THE DESCRIPTION
 FX3964'IS ADEQUATE AND COMPLETE FOR RECOVERY.
 FX3964
 FX3964                          STATION RECOVERY (1971)
 FX3964
 FX3964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FX3964'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FX3964'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE HIGHWAY
 FX3964'IS NOW U. S. HIGHWAY 17.
 FX3964'
 FX3964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES EAST OF
 FX3964'BENNS CHURCH.
 FX3964
 FX3964                          STATION RECOVERY (2000)
 FX3964
 FX3964'RECOVERY NOTE BY US POWER SQUADRON 2000
 FX3964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0010 ***********************************************************************
 GV0010  DESIGNATION -  BRIDGE AZ MK
 GV0010  PID         -  GV0010
 GV0010  STATE/COUNTY-  VA/MIDDLESEX
 GV0010  USGS QUAD   -  WILTON (1992)
 GV0010
 GV0010                         *CURRENT SURVEY CONTROL
 GV0010  ___________________________________________________________________
 GV0010* NAD 83(1986)-  37 36 20.     (N)    076 26 23.     (W)     SCALED    
 GV0010* NAVD 88     -         6.969  (meters)      22.86   (feet)  POSTED    
 GV0010  ___________________________________________________________________
 GV0010  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV0010  DYNAMIC HT  -           6.960 (meters)      22.83  (feet)  COMP
 GV0010  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 GV0010
 GV0010  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV0010
 GV0010.The horizontal coordinates were scaled from a topographic map and have
 GV0010.an estimated accuracy of +/- 6 seconds.
 GV0010
 GV0010.The orthometric height was determined by differential leveling
 GV0010.and adjusted by the National Geodetic Survey in 1992..
 GV0010.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV0010.rate of 1.1 thru 2.0 mm/km.
 GV0010
 GV0010.The geoid height was determined by GEOID03.
 GV0010
 GV0010.The dynamic height is computed by dividing the NAVD 88
 GV0010.geopotential number by the normal gravity value computed on the
 GV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0010.degrees latitude (g = 980.6199 gals.).
 GV0010
 GV0010.The modeled gravity was interpolated from observed gravity values.
 GV0010
 GV0010;                    North         East    Units  Estimated Accuracy
 GV0010;SPC VA S     - 1,143,170.    3,681,900.      MT  (+/- 180 meters Scaled)
 GV0010
 GV0010                          SUPERSEDED SURVEY CONTROL
 GV0010
 GV0010  NGVD 29 (??/??/??)    7.325  (m)           24.03   (f) ADJUSTED    2 0
 GV0010
 GV0010.Superseded values are not recommended for survey control.
 GV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0010.See file dsdata.txt to determine how the superseded data were derived.
 GV0010
 GV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG729630(NAD 83)
 GV0010_MARKER: DZ = AZIMUTH MARK DISK
 GV0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0010_STAMPING: BRIDGE 1953
 GV0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0010+STABILITY: SURFACE MOTION
 GV0010
 GV0010  HISTORY     - Date     Condition        Report By
 GV0010  HISTORY     - 1953     MONUMENTED       CGS
 GV0010  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0010  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0010  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 GV0010  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0010
 GV0010                          STATION DESCRIPTION
 GV0010
 GV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GV0010'3.2 MI NE FROM HARMONY VILLAGE.
 GV0010'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0010'OF STATE HIGHWAY 33 AT HARMONY VILLAGE, ABOUT 0.55 MILE SOUTHWEST
 GV0010'OF BANK OF RAPPAHANNOCK RIVER AND APPROACH TO FERRY LANDING,
 GV0010'51 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 82 FEET WEST OF
 GV0010'CENTER OF JUNCTION OF A SAND ROAD LEADING SOUTHEAST, 12 FEET
 GV0010'NORTHWEST OF CENTER LINE OF OLD HIGHWAY GRADE (SURFACED),
 GV0010'175 FEET SOUTHWEST OF A POWER LINE BRACE POLE, 4 FEET NORTHEAST
 GV0010'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 GV0010'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GV0010
 GV0010                          STATION RECOVERY (1971)
 GV0010
 GV0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0010'MARK NOT FOUND.
 GV0010
 GV0010                          STATION RECOVERY (1989)
 GV0010
 GV0010'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV0010'MARK NOT FOUND.
 GV0010
 GV0010                          STATION RECOVERY (1998)
 GV0010
 GV0010'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0010'MARK NOT FOUND.
 GV0010
 GV0010                          STATION RECOVERY (2003)
 GV0010
 GV0010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1378 ***********************************************************************
 FY1378  DESIGNATION -  BRIDGE RM 1
 FY1378  PID         -  FY1378
 FY1378  STATE/COUNTY-  VA/HENRY
 FY1378  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1378
 FY1378                         *CURRENT SURVEY CONTROL
 FY1378  ___________________________________________________________________
 FY1378* NAD 83(1986)-  36 34 16.     (N)    079 52 19.     (W)     SCALED    
 FY1378* NAVD 88     -       287.454  (meters)     943.09   (feet)  ADJUSTED  
 FY1378  ___________________________________________________________________
 FY1378  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FY1378  DYNAMIC HT  -         287.205 (meters)     942.27  (feet)  COMP
 FY1378  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 FY1378
 FY1378  VERT ORDER  -  FIRST     CLASS II
 FY1378
 FY1378.The horizontal coordinates were scaled from a topographic map and have
 FY1378.an estimated accuracy of +/- 6 seconds.
 FY1378
 FY1378.The orthometric height was determined by differential leveling
 FY1378.and adjusted by the National Geodetic Survey in June 1991..
 FY1378
 FY1378.The geoid height was determined by GEOID03.
 FY1378
 FY1378.The dynamic height is computed by dividing the NAVD 88
 FY1378.geopotential number by the normal gravity value computed on the
 FY1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1378.degrees latitude (g = 980.6199 gals.).
 FY1378
 FY1378.The modeled gravity was interpolated from observed gravity values.
 FY1378
 FY1378;                    North         East    Units  Estimated Accuracy
 FY1378;SPC VA S     - 1,027,280.    3,377,200.      MT  (+/- 180 meters Scaled)
 FY1378
 FY1378                          SUPERSEDED SURVEY CONTROL
 FY1378
 FY1378  NGVD 29 (??/??/92)  287.651  (m)          943.74   (f) ADJ UNCH    1 2
 FY1378
 FY1378.Superseded values are not recommended for survey control.
 FY1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1378.See file dsdata.txt to determine how the superseded data were derived.
 FY1378
 FY1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA009478(NAD 83)
 FY1378_MARKER: DR = REFERENCE MARK DISK
 FY1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1378_STAMPING: BRIDGE NO 1 1964
 FY1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1378+STABILITY: SURFACE MOTION
 FY1378
 FY1378  HISTORY     - Date     Condition        Report By
 FY1378  HISTORY     - 1964     MONUMENTED       CGS
 FY1378  HISTORY     - 1965     GOOD             NGS
 FY1378
 FY1378                          STATION DESCRIPTION
 FY1378
 FY1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1378'1.1 MI S FROM RIDGEWAY.
 FY1378'1.1 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1378'STATION AT RIDGEWAY, ABOUT 0.5 MILE SOUTH OF MILEPOST R-77,
 FY1378'AT THE OVERPASS CROSSING OF COUNTY ROAD 688, 75 FEET EAST OF
 FY1378'THE EAST RAIL, 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FY1378'OVERPASS, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 FY1378'27.9 FEET NORTHEAST OF THE STATION, 18 1/2 FEET NORTHEAST OF
 FY1378'POWER POLE 1072-129, ABOUT 15 FEET ABOVE THE LEVEL OF THE TRACK
 FY1378'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0013 ***********************************************************************
 GV0013  DESIGNATION -  BRIDGE RM 1
 GV0013  PID         -  GV0013
 GV0013  STATE/COUNTY-  VA/MIDDLESEX
 GV0013  USGS QUAD   -  WILTON (1992)
 GV0013
 GV0013                         *CURRENT SURVEY CONTROL
 GV0013  ___________________________________________________________________
 GV0013* NAD 83(1986)-  37 36 37.     (N)    076 26 11.     (W)     SCALED    
 GV0013* NAVD 88     -         6.268  (meters)      20.56   (feet)  POSTED    
 GV0013  ___________________________________________________________________
 GV0013  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV0013  DYNAMIC HT  -           6.260 (meters)      20.54  (feet)  COMP
 GV0013  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 GV0013
 GV0013  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GV0013
 GV0013.The horizontal coordinates were scaled from a topographic map and have
 GV0013.an estimated accuracy of +/- 6 seconds.
 GV0013
 GV0013.The orthometric height was determined by differential leveling
 GV0013.and adjusted by the National Geodetic Survey in 1992..
 GV0013.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GV0013.rate of 3.1 thru 4.0 mm/km.
 GV0013
 GV0013.The geoid height was determined by GEOID03.
 GV0013
 GV0013.The dynamic height is computed by dividing the NAVD 88
 GV0013.geopotential number by the normal gravity value computed on the
 GV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0013.degrees latitude (g = 980.6199 gals.).
 GV0013
 GV0013.The modeled gravity was interpolated from observed gravity values.
 GV0013
 GV0013;                    North         East    Units  Estimated Accuracy
 GV0013;SPC VA S     - 1,143,700.    3,682,180.      MT  (+/- 180 meters Scaled)
 GV0013
 GV0013                          SUPERSEDED SURVEY CONTROL
 GV0013
 GV0013  NGVD 29 (??/??/??)    6.625  (m)           21.74   (f) ADJUSTED    2 0
 GV0013
 GV0013.Superseded values are not recommended for survey control.
 GV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0013.See file dsdata.txt to determine how the superseded data were derived.
 GV0013
 GV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732635(NAD 83)
 GV0013_MARKER: DR = REFERENCE MARK DISK
 GV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0013_STAMPING: BRIDGE NO 1 1953
 GV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0013+STABILITY: SURFACE MOTION
 GV0013
 GV0013  HISTORY     - Date     Condition        Report By
 GV0013  HISTORY     - 1953     MONUMENTED       CGS
 GV0013  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0013  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0013  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 GV0013  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0013
 GV0013                          STATION DESCRIPTION
 GV0013
 GV0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GV0013'3.6 MI NE FROM HARMONY VILLAGE.
 GV0013'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0013'OF STATE HIGHWAY 33 AT HARMONY VILLAGE, ABOUT 0.15 MILE SOUTHWEST
 GV0013'OF BANK OF RAPPAHANNOCK RIVER AND APPROACH TO FERRY LANDING,
 GV0013'ABOUT 30 YARDS NORTHEAST OF SOUTHWEST END OF A CUT, 54 FEET
 GV0013'NORTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION OF
 GV0013'A TRAIL LEADING EAST, 91 1/2 FEET NORTH-NORTHEAST OF STATION
 GV0013'MARK, 148 FEET NORTH-NORTHWEST AND ACROSS HIGHWAY FROM RM NO. 2,
 GV0013'52 1/2 FEET NORTHEAST OF A TRIANGULAR BLAZED 16-INCH TWIN GUM
 GV0013'TREE, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 GV0013'OF A CONCRETE POST PROJECTING 4 INCHES.
 GV0013
 GV0013                          STATION RECOVERY (1971)
 GV0013
 GV0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0013'MARK NOT FOUND.
 GV0013
 GV0013                          STATION RECOVERY (1989)
 GV0013
 GV0013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAB)
 GV0013'MARK NOT FOUND.
 GV0013
 GV0013                          STATION RECOVERY (1998)
 GV0013
 GV0013'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0013'MARK NOT FOUND.
 GV0013
 GV0013                          STATION RECOVERY (2003)
 GV0013
 GV0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0011 ***********************************************************************
 GV0011  DESIGNATION -  BRIDGE RM 2
 GV0011  PID         -  GV0011
 GV0011  STATE/COUNTY-  VA/MIDDLESEX
 GV0011  USGS QUAD   -  WILTON (1992)
 GV0011
 GV0011                         *CURRENT SURVEY CONTROL
 GV0011  ___________________________________________________________________
 GV0011* NAD 83(1986)-  37 36 37.     (N)    076 26 11.     (W)     SCALED    
 GV0011* NAVD 88     -         6.409  (meters)      21.03   (feet)  POSTED    
 GV0011  ___________________________________________________________________
 GV0011  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 GV0011  DYNAMIC HT  -           6.400 (meters)      21.00  (feet)  COMP
 GV0011  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 GV0011
 GV0011  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GV0011
 GV0011.The horizontal coordinates were scaled from a topographic map and have
 GV0011.an estimated accuracy of +/- 6 seconds.
 GV0011
 GV0011.The orthometric height was determined by differential leveling
 GV0011.and adjusted by the National Geodetic Survey in 1992..
 GV0011.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GV0011.rate of 3.1 thru 4.0 mm/km.
 GV0011
 GV0011.The geoid height was determined by GEOID03.
 GV0011
 GV0011.The dynamic height is computed by dividing the NAVD 88
 GV0011.geopotential number by the normal gravity value computed on the
 GV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0011.degrees latitude (g = 980.6199 gals.).
 GV0011
 GV0011.The modeled gravity was interpolated from observed gravity values.
 GV0011
 GV0011;                    North         East    Units  Estimated Accuracy
 GV0011;SPC VA S     - 1,143,700.    3,682,180.      MT  (+/- 180 meters Scaled)
 GV0011
 GV0011                          SUPERSEDED SURVEY CONTROL
 GV0011
 GV0011  NGVD 29 (??/??/??)    6.766  (m)           22.20   (f) ADJUSTED    2 0
 GV0011
 GV0011.Superseded values are not recommended for survey control.
 GV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0011.See file dsdata.txt to determine how the superseded data were derived.
 GV0011
 GV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732635(NAD 83)
 GV0011_MARKER: DR = REFERENCE MARK DISK
 GV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0011_STAMPING: BRIDGE NO 2 1953
 GV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0011+STABILITY: SURFACE MOTION
 GV0011
 GV0011  HISTORY     - Date     Condition        Report By
 GV0011  HISTORY     - 1953     MONUMENTED       CGS
 GV0011  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0011  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0011  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 GV0011  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0011
 GV0011                          STATION DESCRIPTION
 GV0011
 GV0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GV0011'3.6 MI NE FROM HARMONY VILLAGE.
 GV0011'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 200 FROM THE JUNCTION
 GV0011'OF STATE HIGHWAY 33 AT HARMONY VILLAGE, ABOUT 0.15 MILE SOUTHWEST
 GV0011'OF BANK OF RAPPAHANNOCK RIVER AND APPROACH TO FERRY LANDING,
 GV0011'64 1/2 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, AT THE SOUTHWEST
 GV0011'END OF A CUT, 99.8 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE
 GV0011'STATION MARK, 105 FEET NORTHEAST OF A POWER POLE, 148 FEET
 GV0011'SOUTH-SOUTHEAST OF RM NO. 1, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 GV0011'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GV0011'INCHES.
 GV0011
 GV0011                          STATION RECOVERY (1971)
 GV0011
 GV0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0011'MARK NOT FOUND.
 GV0011
 GV0011                          STATION RECOVERY (1989)
 GV0011
 GV0011'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAB)
 GV0011'MARK NOT FOUND.
 GV0011
 GV0011                          STATION RECOVERY (1998)
 GV0011
 GV0011'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0011'MARK NOT FOUND.
 GV0011
 GV0011                          STATION RECOVERY (2003)
 GV0011
 GV0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0343 ***********************************************************************
 FX0343  DESIGNATION -  BRIDGE RM 3
 FX0343  PID         -  FX0343
 FX0343  STATE/COUNTY-  VA/C OF NORFOLK
 FX0343  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0343
 FX0343                         *CURRENT SURVEY CONTROL
 FX0343  ___________________________________________________________________
 FX0343* NAD 83(1986)-  36 46 28.     (N)    076 17 55.     (W)     SCALED    
 FX0343* NAVD 88     -         3.603  (meters)      11.82   (feet)  POSTED    
 FX0343  ___________________________________________________________________
 FX0343  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX0343  DYNAMIC HT  -           3.600 (meters)      11.81  (feet)  COMP
 FX0343  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 FX0343
 FX0343  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0343
 FX0343.The horizontal coordinates were scaled from a topographic map and have
 FX0343.an estimated accuracy of +/- 6 seconds.
 FX0343
 FX0343.The orthometric height was determined by differential leveling
 FX0343.and adjusted by the National Geodetic Survey in 1992..
 FX0343.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0343.rate greater than 8.0 mm/km.
 FX0343
 FX0343.The geoid height was determined by GEOID03.
 FX0343
 FX0343.The dynamic height is computed by dividing the NAVD 88
 FX0343.geopotential number by the normal gravity value computed on the
 FX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0343.degrees latitude (g = 980.6199 gals.).
 FX0343
 FX0343.The modeled gravity was interpolated from observed gravity values.
 FX0343
 FX0343;                    North         East    Units  Estimated Accuracy
 FX0343;SPC VA S     - 1,051,240.    3,696,510.      MT  (+/- 180 meters Scaled)
 FX0343
 FX0343                          SUPERSEDED SURVEY CONTROL
 FX0343
 FX0343  NGVD 29 (??/??/92)    3.851  (m)           12.63   (f) ADJ UNCH    2 0
 FX0343
 FX0343.Superseded values are not recommended for survey control.
 FX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0343.See file dsdata.txt to determine how the superseded data were derived.
 FX0343
 FX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF841706(NAD 83)
 FX0343_MARKER: DR = REFERENCE MARK DISK
 FX0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0343_STAMPING: BRIDGE NO 3 1912 1959
 FX0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0343
 FX0343  HISTORY     - Date     Condition        Report By
 FX0343  HISTORY     - 1959     MONUMENTED       CGS
 FX0343  HISTORY     - 19990515 GOOD             USPSQD
 FX0343
 FX0343                          STATION DESCRIPTION
 FX0343
 FX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0343'0.3 MI W FROM SOUTH NORFOLK.
 FX0343'23.1 FEET EAST OF BRIDGE DESCRIBED, 46.2 FEET EAST OF R M 4, 8.3
 FX0343'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 20 1/2 FEET
 FX0343'WEST OF THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A
 FX0343'LARGE SIGNAL, 38 1/2 FEET NORTHEAST OF POWER LINE POLE 88, ABOUT
 FX0343'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK BRAZED ON
 FX0343'TOP OF A 2-INCH IRON PIPE PROJECTING 1 INCH ABOVE THE GROUND.
 FX0343
 FX0343                          STATION RECOVERY (1999)
 FX0343
 FX0343'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0342 ***********************************************************************
 FX0342  DESIGNATION -  BRIDGE RM 4
 FX0342  PID         -  FX0342
 FX0342  STATE/COUNTY-  VA/C OF NORFOLK
 FX0342  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0342
 FX0342                         *CURRENT SURVEY CONTROL
 FX0342  ___________________________________________________________________
 FX0342* NAD 83(1986)-  36 46 28.     (N)    076 17 55.     (W)     SCALED    
 FX0342* NAVD 88     -         3.576  (meters)      11.73   (feet)  POSTED    
 FX0342  ___________________________________________________________________
 FX0342  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX0342  DYNAMIC HT  -           3.570 (meters)      11.71  (feet)  COMP
 FX0342  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 FX0342
 FX0342  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0342
 FX0342.The horizontal coordinates were scaled from a topographic map and have
 FX0342.an estimated accuracy of +/- 6 seconds.
 FX0342
 FX0342.The orthometric height was determined by differential leveling
 FX0342.and adjusted by the National Geodetic Survey in 1992..
 FX0342.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0342.rate greater than 8.0 mm/km.
 FX0342
 FX0342.The geoid height was determined by GEOID03.
 FX0342
 FX0342.The dynamic height is computed by dividing the NAVD 88
 FX0342.geopotential number by the normal gravity value computed on the
 FX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0342.degrees latitude (g = 980.6199 gals.).
 FX0342
 FX0342.The modeled gravity was interpolated from observed gravity values.
 FX0342
 FX0342;                    North         East    Units  Estimated Accuracy
 FX0342;SPC VA S     - 1,051,240.    3,696,510.      MT  (+/- 180 meters Scaled)
 FX0342
 FX0342                          SUPERSEDED SURVEY CONTROL
 FX0342
 FX0342  NGVD 29 (??/??/92)    3.825  (m)           12.55   (f) ADJ UNCH    2 0
 FX0342
 FX0342.Superseded values are not recommended for survey control.
 FX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0342.See file dsdata.txt to determine how the superseded data were derived.
 FX0342
 FX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF841706(NAD 83)
 FX0342_MARKER: DR = REFERENCE MARK DISK
 FX0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0342_STAMPING: BRIDGE NO 4 1912 1959
 FX0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0342
 FX0342  HISTORY     - Date     Condition        Report By
 FX0342  HISTORY     - 1959     MONUMENTED       CGS
 FX0342  HISTORY     - 19990515 GOOD             USPSQD
 FX0342
 FX0342                          STATION DESCRIPTION
 FX0342
 FX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0342'0.3 MI W FROM SOUTH NORFOLK.
 FX0342'23.2 FEET WEST OF BRIDGE DESCRIBED, 46.2 FEET WEST OF R M 3,
 FX0342'8 FEET SOUTH OF THE SOUTH RAIL, 33 1/2 FEET NORTHWEST OF POWER
 FX0342'LINE POLE 88, 66 1/2 FEET WEST OF THE TOP OF THE NORTHWEST CORNER
 FX0342'OF THE CONCRETE BASE FOR A LARGE SIGNAL, ABOUT 1 1/2 FEET BELOW
 FX0342'THE LEVEL OF THE TRACK, AND IS A DISK BRAZED ON TOP OF A 2-INCH
 FX0342'IRON PIPE PROJECTING 1 INCH ABOVE THE GROUND.
 FX0342
 FX0342                          STATION RECOVERY (1999)
 FX0342
 FX0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7027 ***********************************************************************
 HV7027  DESIGNATION -  BRIDGES
 HV7027  PID         -  HV7027
 HV7027  STATE/COUNTY-  VA/WESTMORELAND
 HV7027  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7027
 HV7027                         *CURRENT SURVEY CONTROL
 HV7027  ___________________________________________________________________
 HV7027* NAD 83(1993)-  38 12 04.26895(N)    076 55 57.49259(W)     ADJUSTED  
 HV7027* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV7027  ___________________________________________________________________
 HV7027  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HV7027  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HV7027
 HV7027  HORZ ORDER  -  FIRST
 HV7027
 HV7027.The horizontal coordinates were established by classical geodetic methods
 HV7027.and adjusted by the National Geodetic Survey in November 1994..
 HV7027
 HV7027.The orthometric height was scaled from a topographic map.
 HV7027
 HV7027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7027
 HV7027.The geoid height was determined by GEOID03.
 HV7027
 HV7027;                    North         East     Units Scale Factor Converg.
 HV7027;SPC VA N     - 2,060,502.331 3,637,278.266   MT  0.99997462   +0 58 41.6
 HV7027;SPC VA N     - 6,760,164.73 11,933,303.78   sFT  0.99997462   +0 58 41.6
 HV7027;SPC MD       -    59,336.437   405,900.582   MT  1.00001866   +0 02 32.2
 HV7027;SPC MD       -   194,672.96  1,331,692.16   sFT  1.00001866   +0 02 32.2
 HV7027;UTM  18      - 4,229,902.765   330,776.633   MT  0.99995269   -1 11 43.7
 HV7027
 HV7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7027!SPC VA N     -   1.00000499  x   0.99997462  =   0.99997961
 HV7027!SPC MD       -   1.00000499  x   1.00001866  =   1.00002365
 HV7027!UTM  18      -   1.00000499  x   0.99995269  =   0.99995768
 HV7027
 HV7027:                Primary Azimuth Mark                     Grid Az
 HV7027:SPC VA N     -  BRIDGES AZ MK                            092 39 13.3
 HV7027:SPC MD       -  BRIDGES AZ MK                            093 35 22.7
 HV7027:UTM  18      -  BRIDGES AZ MK                            094 49 38.6
 HV7027
 HV7027|---------------------------------------------------------------------|
 HV7027| PID    Reference Object                     Distance      Geod. Az  |
 HV7027|                                                           dddmmss.s |
 HV7027| CX2125 BRIDGES AZ MK                                      0933754.9 |
 HV7027| HV9092 BRIDGES RM 1                         26.421 METERS 11953     |
 HV7027| HV7028 17 KB 1954                            7.143 METERS 17414     |
 HV7027| HV7026 17 NPG 1954                           6.851 METERS 22017     |
 HV7027| CX2126 BRIDGES RM 2                         28.426 METERS 27319     |
 HV7027| HV7022 13 OFFSET                           APPROX. 5.1 KM 3343330.4 |
 HV7027|---------------------------------------------------------------------|
 HV7027
 HV7027                          SUPERSEDED SURVEY CONTROL
 HV7027
 HV7027  NAD 83(1993)-  38 12 04.26868(N)    076 55 57.49901(W) AD(       ) 1
 HV7027  NAD 83(1986)-  38 12 04.26954(N)    076 55 57.50801(W) AD(       ) 1
 HV7027  NAD 27      -  38 12 03.80700(N)    076 55 58.61200(W) AD(       ) 1
 HV7027
 HV7027.Superseded values are not recommended for survey control.
 HV7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7027.See file dsdata.txt to determine how the superseded data were derived.
 HV7027
 HV7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3077729903(NAD 83)
 HV7027_MARKER: DS = TRIANGULATION STATION DISK
 HV7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7027+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV7027
 HV7027  HISTORY     - Date     Condition        Report By
 HV7027  HISTORY     - 1954     MONUMENTED       CGS
 HV7027  HISTORY     - 1960     GOOD             CGS
 HV7027  HISTORY     - 1961     GOOD             CGS
 HV7027  HISTORY     - 19981024 GOOD             USPSQD
 HV7027  HISTORY     - 20030314 GOOD             USPSQD
 HV7027  HISTORY     - 20051115 GOOD             USPSQD
 HV7027
 HV7027                          STATION DESCRIPTION
 HV7027
 HV7027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7027'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE SMALL TOWN OF OAK
 HV7027'GROVE AND ABOUT 1-1/4 MILES NORTHWEST OF THE GEORGE WASHINGTON
 HV7027'BIRTHPLACE PARK ENTRANCE.  IT IS 58 FEET NORTH OF THE CENTER OF A
 HV7027'SAND ROAD AND 74 FEET SOUTH OF A RIVER BANK (POTOMAC RIVER).  THE
 HV7027'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BRIDGES 1954.
 HV7027'
 HV7027'REFERENCE MARK NO. 1 IS 83 FEET SOUTH OF THE RIVER BANK AND 44
 HV7027'FEET NORTH OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4 INCHES
 HV7027'AND THE DISK IS STAMPED BRIDGES NO 1 1954.
 HV7027'
 HV7027'REFERENCE MARK NO. 2 IS 18 FEET EAST-NORTHEAST OF THE CENTER OF
 HV7027'THE ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HV7027'BRIDGES NO 2 1954.
 HV7027'
 HV7027'AZIMUTH MARK IS 12 FEET SOUTH OF THE RIVER BANK.  THE MARK
 HV7027'PROJECTS 5 INCHES AND THE DISK IS STAMPED BRIDGES 1954.
 HV7027'
 HV7027'17KB IS 30 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT 15 FEET
 HV7027'EAST OF A SMALL WHITE RANGE BUILDING.  THE MARK IS ABOUT 20
 HV7027'INCHES IN DIAMETER, OF CONCRETE, FLUSH WITH THE SURFACE OF THE
 HV7027'GROUND AND HAS A BRONZE PIN ABOUT 1-1/2 INCHES IN DIAMETER SET
 HV7027'FLUSH IN THE CENTER OF THE CONCRETE.  THE BRONZE PIN IS STAMPED
 HV7027'17KB 4 25 52.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK, THE
 HV7027'DISTANCE AND DIRECTION ARE SHOWN ABOVE.
 HV7027'
 HV7027'17 (B OF O) IS ABOUT 20 FEET NORTH OF THE CENTER OF THE ROAD AND
 HV7027'IS ENCLOSED BY A SMALL WHITE RANGE BUILDING.  THE MARK IS BELOW
 HV7027'THE FLOORING OF THIS BUILDING.  IT IS A 10 INCH GLAZED TILE FILLED
 HV7027'WITH CEMENT AND PROJECTS ABOUT 7 INCHES.  A STANDARD BUREAU OF
 HV7027'ORDNANCE TRIANGULATION STATION MARK DISK SET FLUSH IN THE TOP OF
 HV7027'THE CEMENT.  NO STAMPING IS ON THE DISK.  A TRAVERSE CONNECTION
 HV7027'WAS MADE TO THIS MARK AND THE DISTANCE AND DIRECTION ARE SHOWN ABOVE.
 HV7027'
 HV7027'TO REACH THE STATION FROM OAK GROVE, GO SOUTHEASTERLY ON STATE
 HV7027'ROUTE 3 FOR 2.65 MILES TO STATE ROUTE 204, TURN LEFT ON ROUTE 204
 HV7027'AND GO NORTHEAST FOR 1.75 MILES TO A TALL STONE MONUMENT
 HV7027'(WASHINGTON MEMORIAL MONUMENT), TURN LEFT AND GO NORTHERLY FOR 0.2
 HV7027'MILE TO WHERE THE ROAD FORKS, TAKE THE LEFT FORK AND GO NORTHERLY
 HV7027'FOR 1.1 MILE TO THE END OF PAVEMENT AND THE STATION AS DESCRIBED.
 HV7027'
 HV7027'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ALONG THE
 HV7027'RIVER BANK FOR APPROXIMATELY 0.5 MILE TO THE MARK AS DESCRIBED.
 HV7027'
 HV7027'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV7027
 HV7027                          STATION RECOVERY (1960)
 HV7027
 HV7027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7027'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 HV7027'GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV7027'
 HV7027'THE AZIMUTH MARK COULD NOT BE FOUND AFTER ESTABLISHING THE LINE TO
 HV7027'THE AZIMUTH WITH A THEODOLITE.
 HV7027
 HV7027                          STATION RECOVERY (1961)
 HV7027
 HV7027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7027'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HV7027'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV7027
 HV7027                          STATION RECOVERY (1998)
 HV7027
 HV7027'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7027'RECOVERED IN GOOD CONDITION.
 HV7027
 HV7027                          STATION RECOVERY (2003)
 HV7027
 HV7027'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7027'RECOVERED IN GOOD CONDITION.
 HV7027
 HV7027                          STATION RECOVERY (2005)
 HV7027
 HV7027'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV7027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9092 ***********************************************************************
 HV9092  DESIGNATION -  BRIDGES RM 1
 HV9092  PID         -  HV9092
 HV9092  STATE/COUNTY-  VA/WESTMORELAND
 HV9092  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV9092
 HV9092                         *CURRENT SURVEY CONTROL
 HV9092  ___________________________________________________________________
 HV9092* NAD 83(1993)-  38 12 03.84197(N)    076 55 56.55109(W)     ADJUSTED  
 HV9092* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 HV9092  ___________________________________________________________________
 HV9092  X           -   1,134,717.506 (meters)                     COMP
 HV9092  Y           -  -4,888,669.735 (meters)                     COMP
 HV9092  Z           -   3,922,986.895 (meters)                     COMP
 HV9092  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HV9092  ELLIP HEIGHT-         -32.11  (meters)          (11/14/94) GPS OBS
 HV9092  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HV9092
 HV9092  HORZ ORDER  -  SECOND
 HV9092  ELLP ORDER  -  FOURTH    CLASS II
 HV9092
 HV9092.The horizontal coordinates were established by GPS observations
 HV9092.and adjusted by the National Geodetic Survey in November 1994..
 HV9092
 HV9092.The orthometric height was determined by GPS observations and a
 HV9092.high-resolution geoid model.
 HV9092
 HV9092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9092
 HV9092.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9092
 HV9092.The ellipsoidal height was determined by GPS observations
 HV9092.and is referenced to NAD 83.
 HV9092
 HV9092.The geoid height was determined by GEOID03.
 HV9092
 HV9092;                    North         East     Units Scale Factor Converg.
 HV9092;SPC VA N     - 2,060,489.560 3,637,301.395   MT  0.99997463   +0 58 42.2
 HV9092;SPC VA N     - 6,760,122.83 11,933,379.66   sFT  0.99997463   +0 58 42.2
 HV9092;SPC MD       -    59,323.289   405,923.500   MT  1.00001868   +0 02 32.8
 HV9092;SPC MD       -   194,629.82  1,331,767.35   sFT  1.00001868   +0 02 32.8
 HV9092;UTM  18      - 4,229,889.125   330,799.260   MT  0.99995259   -1 11 43.1
 HV9092
 HV9092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9092!SPC VA N     -   1.00000504  x   0.99997463  =   0.99997967
 HV9092!SPC MD       -   1.00000504  x   1.00001868  =   1.00002372
 HV9092!UTM  18      -   1.00000504  x   0.99995259  =   0.99995763
 HV9092
 HV9092                          SUPERSEDED SURVEY CONTROL
 HV9092
 HV9092  NAD 83(1993)-  38 12 03.84146(N)    076 55 56.55655(W) AD(       ) 2
 HV9092
 HV9092.Superseded values are not recommended for survey control.
 HV9092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9092.See file dsdata.txt to determine how the superseded data were derived.
 HV9092
 HV9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3079929889(NAD 83)
 HV9092_MARKER: DD = SURVEY DISK
 HV9092_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV9092_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HV9092_STAMPING: BRIDGES NO 1 1954
 HV9092_MARK LOGO: NOS   
 HV9092_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9092+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV9092
 HV9092  HISTORY     - Date     Condition        Report By
 HV9092  HISTORY     - 1954     MONUMENTED       CGS
 HV9092  HISTORY     - 19920423 GOOD
 HV9092  HISTORY     - 19981024 GOOD             USPSQD
 HV9092  HISTORY     - 20030314 GOOD             USPSQD
 HV9092  HISTORY     - 20051115 GOOD             USPSQD
 HV9092
 HV9092                          STATION DESCRIPTION
 HV9092
 HV9092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HV9092'STATION IS LOCATED ALONG THE SOUTH BANK OF THE POTOMAC RIVER, NEAR THE
 HV9092'MOUTH OF BRIDGES CREEK, ON THE PROPERTY OF GEORGE WASHINGTON
 HV9092'BIRTHPLACE NATIONAL MONUMENT.
 HV9092'TO REACH THE STATION FROM THE
 HV9092'INTERSECTIONS OF STATE HWYS 205 AND 3 IN OAK GROVE, GO EAST ON STATE
 HV9092'HWY 3 FOR 2.8 MI (4.51 KM) TO INTERSECTION WITH STATE HWY 204.  TURN
 HV9092'LEFT AT THE TRAFFIC CIRCLE AND GO NORTHWEST TO THE END OF THE ROAD AT
 HV9092'THE POTOMAC RIVER, AND THE STATION ON THE LEFT.
 HV9092'THE STATION IS MARKED
 HV9092'BY A COAST AND GEODETIC SURVEY REFERENCE MARK DISK STAMPED ---BRIDGES
 HV9092'NO 1 1954---.  IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 HV9092'PROJECTS 0.1 M (0.33 FT) ABOVE THE GROUND.  THE STATION IS 54.6 M
 HV9092'(179.13 FT) SOUTH OF THE BANK OF THE POTOMAC RIVER, 31.4 M
 HV9092'(103.02 FT) WEST OF THE NORTHWEST END OF A TRAFFIC CIRCLE, AND 27.5 M
 HV9092'(90.22 FT) EAST OF THE NORTHEAST CORNER OF RANGE STATION 17.
 HV9092
 HV9092                          STATION RECOVERY (1992)
 HV9092
 HV9092'RECOVERED 1992
 HV9092'RECOVERED IN GOOD CONDITION.
 HV9092
 HV9092                          STATION RECOVERY (1998)
 HV9092
 HV9092'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV9092'RECOVERED IN GOOD CONDITION.
 HV9092
 HV9092                          STATION RECOVERY (2003)
 HV9092
 HV9092'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV9092'RECOVERED IN GOOD CONDITION.
 HV9092
 HV9092                          STATION RECOVERY (2005)
 HV9092
 HV9092'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV9092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9011 ***********************************************************************
 HV9011  DESIGNATION -  BRIDGEWOOD
 HV9011  PID         -  HV9011
 HV9011  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9011  USGS QUAD   -  OCCOQUAN (1994)
 HV9011
 HV9011                         *CURRENT SURVEY CONTROL
 HV9011  ___________________________________________________________________
 HV9011* NAD 83(1993)-  38 39 48.17974(N)    077 15 18.16764(W)     ADJUSTED  
 HV9011* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 HV9011  ___________________________________________________________________
 HV9011  X           -   1,100,135.488 (meters)                     COMP
 HV9011  Y           -  -4,863,889.466 (meters)                     COMP
 HV9011  Z           -   3,963,203.762 (meters)                     COMP
 HV9011  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 HV9011  ELLIP HEIGHT-          -5.60  (meters)          (06/04/02) GPS OBS
 HV9011  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV9011
 HV9011  HORZ ORDER  -  SECOND
 HV9011  ELLP ORDER  -  FOURTH    CLASS II
 HV9011
 HV9011.The horizontal coordinates were established by GPS observations
 HV9011.and adjusted by the National Geodetic Survey in November 1994..
 HV9011
 HV9011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9011
 HV9011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9011
 HV9011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9011
 HV9011.The ellipsoidal height was determined by GPS observations
 HV9011.and is referenced to NAD 83.
 HV9011
 HV9011.The geoid height was determined by GEOID03.
 HV9011
 HV9011;                    North         East     Units Scale Factor Converg.
 HV9011;SPC VA N     - 2,111,368.911 3,608,346.089   MT  0.99994870   +0 46 37.2
 HV9011;SPC VA N     - 6,927,049.50 11,838,382.13   sFT  0.99994870   +0 46 37.2
 HV9011;UTM  18      - 4,281,835.804   303,798.491   MT  1.00007407   -1 24 33.4
 HV9011
 HV9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9011!SPC VA N     -   1.00000088  x   0.99994870  =   0.99994958
 HV9011!UTM  18      -   1.00000088  x   1.00007407  =   1.00007495
 HV9011
 HV9011                          SUPERSEDED SURVEY CONTROL
 HV9011
 HV9011  ELLIP H (11/14/94)   -5.52   (m)                       GP(       ) 4 2
 HV9011  NAD 83(1993)-  38 39 48.17871(N)    077 15 18.17695(W) AD(       ) 2
 HV9011  ELLIP H (01/27/92)   -6.08   (m)                       GP(       ) 4 1
 HV9011  NAD 83(1986)-  38 39 48.17928(N)    077 15 18.17827(W) AD(       ) 2
 HV9011  NGVD 29 (01/20/89)   26.9    (m)           88.     (f) GPS OBS        
 HV9011
 HV9011.Superseded values are not recommended for survey control.
 HV9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9011.See file dsdata.txt to determine how the superseded data were derived.
 HV9011
 HV9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0379881836(NAD 83)
 HV9011_MARKER: A = ALUMINUM MARKER
 HV9011_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9011_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9011+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 HV9011
 HV9011  HISTORY     - Date     Condition        Report By
 HV9011  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9011  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 HV9011  HISTORY     - 20030721 GOOD             ENGGRO
 HV9011  HISTORY     - 20050819 GOOD             ENGGRO
 HV9011
 HV9011                          STATION DESCRIPTION
 HV9011
 HV9011'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9011'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9011'ABOUT 1.5 MILES SOUTH OF OCCOQUAN, VIRGINIA AND ABOUT 4 MILES EAST OF
 HV9011'DALE CITY, VIRGINIA.
 HV9011'
 HV9011'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 123, GORDON
 HV9011'BOULEVARD, AND ROUTE 639, HORNER ROAD, GO SOUTHWEST ON ROUTE 639 FOR
 HV9011'0.3 MILES TO WOODBRIDGE STREET ON THE RIGHT. GO RIGHT, NORTHWEST,
 HV9011'ON WOODBRIDGE STREET FOR 0.1 MILES TO THE STATION ON THE LEFT AT THE
 HV9011'ENTRANCE TO OWL 2 FIRE DEPARTMENT BUILDING.
 HV9011'
 HV9011'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9011'GROUND AND IS STAMPED---65 BRIDGEWOOD 1986---. THE STATION IS ABOUT 25
 HV9011'FEET WEST OF THE CENTER OF WOODBRIDGE STREET, ABOUT EAST OF THE
 HV9011'SOUTHWEST CORNER OF THE FIRE STATION BUILDING, 38.50 FEET NORTHEAST OF
 HV9011'THE SOUTHEAST OF THE STATION, 64.97 FEET SOUTHEAST OF THE NORTHEAST
 HV9011'CORNER OF THE STATION, AND 38.50 FEET SOUTH OF A FLAGPOLE.
 HV9011'
 HV9011'THE AZIMUTH MARK IS A BRASS DISK CEMENTED IN A 8 INCH CONCRETE POST
 HV9011'SET FLUSH WITH THE GROUND AND IS STAMPED---PWC AZIMUTH MARK 65
 HV9011'BRIDGEWOOD 1986. MARK IS 39.20 FEET NORTHEAST OF POWER POLE C0507,
 HV9011'39.12 FEET NORTHEAST OF A FIRE HYDRANT, 19.90 FEET NORTHEAST OF
 HV9011'CENTERLINE OF WOODBRIDGE STREET, AND 1.9 FEET NORTHWEST OF POWER
 HV9011'POLE 416 A4 0649.
 HV9011'
 HV9011'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST ON
 HV9011'WOODBRIDGE STREET FOR 0.2 MILES TO THE MARK ON THE LEFT.
 HV9011
 HV9011                          STATION RECOVERY (2002)
 HV9011
 HV9011'RECOVERY NOTE BY US POWER SQUADRON 2002
 HV9011'MARK DESTROYED, VERIFIED BY VERBAL CONVERSATION WITH FIRE DEPARTMENT
 HV9011'MEMBER.
 HV9011
 HV9011                          STATION RECOVERY (2003)
 HV9011
 HV9011'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV9011'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN
 HV9011'THE GRASS STRIP BETWEEN THE FIRE STATION AND WOODBRIDGE STREET. THE
 HV9011'STATION IS 26 FEET SOUTH OF WOODBRIDGE STREET AND 143 FEET
 HV9011'WEST OF F STREET.
 HV9011
 HV9011                          STATION RECOVERY (2005)
 HV9011
 HV9011'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BMT)
 HV9011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3301 ***********************************************************************
 HW3301  DESIGNATION -  BRIGHT
 HW3301  PID         -  HW3301
 HW3301  STATE/COUNTY-  VA/MADISON
 HW3301  USGS QUAD   -  BRIGHTWOOD (1984)
 HW3301
 HW3301                         *CURRENT SURVEY CONTROL
 HW3301  ___________________________________________________________________
 HW3301* NAD 83(1993)-  38 25 55.89393(N)    078 10 58.26060(W)     ADJUSTED  
 HW3301* NAVD 88     -       194.8    (meters)     639.     (feet)  VERTCON   
 HW3301  ___________________________________________________________________
 HW3301  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 HW3301  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW3301
 HW3301  HORZ ORDER  -  SECOND
 HW3301
 HW3301.The horizontal coordinates were established by classical geodetic methods
 HW3301.and adjusted by the National Geodetic Survey in November 1994..
 HW3301
 HW3301.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3301
 HW3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3301
 HW3301.The geoid height was determined by GEOID03.
 HW3301
 HW3301;                    North         East     Units Scale Factor Converg.
 HW3301;SPC VA N     - 2,085,019.636 3,527,690.434   MT  0.99995359   +0 11 52.6
 HW3301;SPC VA N     - 6,840,601.92 11,573,764.37   sFT  0.99995359   +0 11 52.6
 HW3301;UTM  17      - 4,257,528.878   745,902.335   MT  1.00034473   +1 45 07.1
 HW3301
 HW3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3301!SPC VA N     -   0.99997455  x   0.99995359  =   0.99992814
 HW3301!UTM  17      -   0.99997455  x   1.00034473  =   1.00031927
 HW3301
 HW3301:                Primary Azimuth Mark                     Grid Az
 HW3301:SPC VA N     -  BRUCE                                    050 40 13.3
 HW3301:UTM  17      -  BRUCE                                    049 06 58.8
 HW3301
 HW3301|---------------------------------------------------------------------|
 HW3301| PID    Reference Object                     Distance      Geod. Az  |
 HW3301|                                                           dddmmss.s |
 HW3301| HW3295 BRUCE                               APPROX. 7.2 KM 0505205.9 |
 HW3301| DC3886 BRIGHT RM 1                          24.133 METERS 10131     |
 HW3301| DC3887 BRIGHT RM 2                          27.862 METERS 26139     |
 HW3301|---------------------------------------------------------------------|
 HW3301
 HW3301                          SUPERSEDED SURVEY CONTROL
 HW3301
 HW3301  NAD 83(1986)-  38 25 55.90030(N)    078 10 58.26970(W) AD(       ) 2
 HW3301  NAD 27      -  38 25 55.44242(N)    078 10 59.26716(W) AD(       ) 2
 HW3301  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 HW3301
 HW3301.Superseded values are not recommended for survey control.
 HW3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3301.See file dsdata.txt to determine how the superseded data were derived.
 HW3301
 HW3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC4590257529(NAD 83)
 HW3301_MARKER: DS = TRIANGULATION STATION DISK
 HW3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3301
 HW3301  HISTORY     - Date     Condition        Report By
 HW3301  HISTORY     - 1965     MONUMENTED       CGS
 HW3301
 HW3301                          STATION DESCRIPTION
 HW3301
 HW3301'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3301'THE STATION IS LOCATED ABOUT 0.7 MILE NORTH OF BRIGHTWOOD
 HW3301'AND ON MR. DAVID BANKS PROPERTY.
 HW3301'
 HW3301'TO REACH THE STATION FROM THE POST OFFICE IN BRIGHTWOOD,
 HW3301'GO NORTHERLY ON U.S. HIGHWAY 29 FOR 0.3 MILE TO A SIDE ROAD
 HW3301'ON THE LEFT, TURN LEFT ON COUNTY ROAD 607 AND GO NORTH FOR 0.35
 HW3301'MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE NORTHERLY
 HW3301'ON COUNTY ROAD 607 FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT,
 HW3301'TURN LEFT AND GO WESTERLY FOR 0.05 MILE TO THE STATION.
 HW3301'
 HW3301'STATION MARK IS 45 FEET SOUTH OF THE DRIVEWAY, 21 FEET NORTH
 HW3301'OF A OLD RAIL FENCE AND 18.0 FEET NORTH OF A WITNESS POST.
 HW3301'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HW3301'POST, SET 18 INCHES BELOW THE SURFACE OF THE GROUND, AND IS
 HW3301'STAMPED BRIGHT 1965.
 HW3301'
 HW3301'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF COUNTY
 HW3301'ROAD 607, 25 FEET WEST OF A FENCE CORNER AND 2 FEET NORTH
 HW3301'OF THE RAIL FENCE.  THE MARK IS A STANDARD DISK SET IN
 HW3301'THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED BRIGHT
 HW3301'NO 1 1965.
 HW3301'
 HW3301'REFERENCE MARK NO. 2 IS 59 FEET SOUTH OF THE CENTER OF THE
 HW3301'DRIVEWAY, 2.6 FEET NORTH OF THE RAIL FENCE AND 2.0 FEET NORTH
 HW3301'OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE
 HW3301'TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED BRIGHT NO
 HW3301'2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3095 ***********************************************************************
 FX3095  DESIGNATION -  BRIGHT
 FX3095  PID         -  FX3095
 FX3095  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3095  USGS QUAD   -  CREEDS (1986)
 FX3095
 FX3095                         *CURRENT SURVEY CONTROL
 FX3095  ___________________________________________________________________
 FX3095* NAD 83(1993)-  36 35 44.43230(N)    076 03 01.44915(W)     ADJUSTED  
 FX3095* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3095  ___________________________________________________________________
 FX3095  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FX3095  GEOID HEIGHT-         -37.87  (meters)                     GEOID03
 FX3095
 FX3095  HORZ ORDER  -  SECOND
 FX3095
 FX3095.The horizontal coordinates were established by classical geodetic methods
 FX3095.and adjusted by the National Geodetic Survey in September 1995..
 FX3095
 FX3095.The orthometric height was scaled from a topographic map.
 FX3095
 FX3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3095
 FX3095.The geoid height was determined by GEOID03.
 FX3095
 FX3095;                    North         East     Units Scale Factor Converg.
 FX3095;SPC VA S     - 1,031,957.283 3,719,174.997   MT  1.00003543   +1 29 12.2
 FX3095;SPC VA S     - 3,385,679.85 12,201,993.30   sFT  1.00003543   +1 29 12.2
 FX3095;SPC NC       -   319,623.857   873,533.657   MT  1.00014804   +1 42 08.7
 FX3095;SPC NC       - 1,048,632.60  2,865,918.34   sFT  1.00014804   +1 42 08.7
 FX3095;UTM  18      - 4,050,534.355   406,045.248   MT  0.99970875   -0 37 34.5
 FX3095
 FX3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3095!SPC VA S     -   1.00000599  x   1.00003543  =   1.00004142
 FX3095!SPC NC       -   1.00000599  x   1.00014804  =   1.00015403
 FX3095!UTM  18      -   1.00000599  x   0.99970875  =   0.99971474
 FX3095
 FX3095|---------------------------------------------------------------------|
 FX3095| PID    Reference Object                     Distance      Geod. Az  |
 FX3095|                                                           dddmmss.s |
 FX3095| DC8107 BRIGHT RM 2                          10.260 METERS 05213     |
 FX3095| DC8106 BRIGHT RM 1                           7.346 METERS 11216     |
 FX3095| FX3128 NORTH LANDING RIVER BEACON 20       371.363 METERS 17518     |
 FX3095| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 0.8 KM 2650558.9 |
 FX3095| FX3099 FERRY                               APPROX. 2.3 KM 3591401.5 |
 FX3095|---------------------------------------------------------------------|
 FX3095
 FX3095                          SUPERSEDED SURVEY CONTROL
 FX3095
 FX3095  NAD 83(1986)-  36 35 44.44214(N)    076 03 01.47843(W) AD(       ) 2
 FX3095  NAD 27      -  36 35 43.89500(N)    076 03 02.72500(W) AD(       ) 2
 FX3095
 FX3095.Superseded values are not recommended for survey control.
 FX3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3095.See file dsdata.txt to determine how the superseded data were derived.
 FX3095
 FX3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0604550534(NAD 83)
 FX3095_MARKER: DS = TRIANGULATION STATION DISK
 FX3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3095
 FX3095  HISTORY     - Date     Condition        Report By
 FX3095  HISTORY     - 1934     MONUMENTED       CGS
 FX3095  HISTORY     - 1934     GOOD             CGS
 FX3095  HISTORY     - 1960     GOOD             CGS
 FX3095
 FX3095                          STATION DESCRIPTION
 FX3095
 FX3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FX3095'ON THE NORTH BANK OF NORTH LANDING RIVER IN THE POINT OF WOODS
 FX3095'WHERE THE RIVER MAKES A SHARP BEND WEST ABOUT 0.5 MILE EAST
 FX3095'OF THE SOUTH END OF THE DREDGED CANAL AND MOUTH OF BLACK WATER
 FX3095'CREEK.  STATION IS ON THE EXTREME WEST POINT ON PROPERTY
 FX3095'BELONGING TO MR. O.E. BRIGHT, NORTH-NORTHEAST OF BEACON 21.
 FX3095'SURFACE AND UNDERGROUND MARKS ARE STAMPED BRIGHT 1934.
 FX3095'
 FX3095'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3095'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3095'
 FX3095'TO REACH BY BOAT, GO NORTH ON NORTH LANDING RIVER TO WHERE
 FX3095'RIVER MAKES SHARP BEND WEST, THENCE GO ASHORE ON NORTH SIDE OF
 FX3095'RIVER TO WHERE MARSH LAND HITS HARD GROUND.  THE STATION IS
 FX3095'8 METERS EAST OF THIS POINT.  THIS STATION ALSO CAN BE REACHED
 FX3095'BY TRUCK.
 FX3095'
 FX3095'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION STAMPED
 FX3095'BRIGHT 1934 NO 1.
 FX3095'
 FX3095'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION STAMPED
 FX3095'BRIGHT 1934 NO 2.
 FX3095
 FX3095                          STATION RECOVERY (1934)
 FX3095
 FX3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3095'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 FX3095'REFERENCE MARK MEASUREMENTS AND DIRECTIONS CHECK ORIGINAL.
 FX3095'
 FX3095'TO REACH THE STATION BY LAND, FROM PRINCESS ANNE, FOLLOW
 FX3095'ROAD NORTHEAST ACROSS RAILROAD TRACKS AND KEEPING RIGHT AT
 FX3095'NIMMO CHURCH AND FORK IN ROAD AT FILLING STATION COME TO
 FX3095'PUNGO.  FROM PUNGO, FOLLOW TAR ROAD SOUTH FOR 5.2 MILES TO
 FX3095'BACK BAY GARAGE, KEEP RIGHT AND GO 2.8 MILES TO A WHITE CHURCH
 FX3095'ON THE RIGHT.  CONTINUE FOR 0.5 MILE TO A POINT WHERE TAR
 FX3095'ROAD TURNS SHARP LEFT, HERE TAKE DIRT ROAD SHARP TO THE RIGHT
 FX3095'FOR 0.9 MILE TO O.E. BRIGHTS BARNYARD, TURN RIGHT INTO
 FX3095'BARNYARD, GO 0.1 MILE ON ROAD TO LEFT OF BARN AND PASS THROUGH
 FX3095'GATE.  CONTINUE FOR 0.2 MILE ON ROAD AND ALONG FENCE, TURN
 FX3095'SHARP LEFT THROUGH GATE INTO PASTURE, GO 0.2 MILE TO
 FX3095'SHORE.  STATION IS ABOUT 100 METERS NORTH OF THIS POINT ON
 FX3095'THE SHORE.
 FX3095
 FX3095                          STATION RECOVERY (1960)
 FX3095
 FX3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3095'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FX3095'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 FX3095'9 MILES SOUTH OF PUNGO AND 1 MILE SOUTH OF CREED ON THE THE
 FX3095'NORTH SHORE OF NORTH LANDING RIVER AND ON LAND OWNED BY O.E.
 FX3095'BRIGHT.  IT IS ABOUT 400 FEET WEST OF A PICNIC GROUND IN AN
 FX3095'EAST-WEST FENCE LINE, 35.5 FEET NORTH OF AN 8 INCH CYPRESS
 FX3095'TREE, 17.5 FEET EAST OF A TRIANGLE BLAZED ON A 24 INCH CYPRESS
 FX3095'TREE, 8.8 FEET WEST OF AN OLD TRIANGLE BLAZE ON A 24 INCH
 FX3095'PINE TREE AND 2 FEET NORTH OF A CGS WITNESS SIGN.  THE MARK
 FX3095'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BRIGHT
 FX3095'1934.
 FX3095'
 FX3095'REFERENCE MARK NO. 1 IS 10.268 METERS SOUTHEAST OF THE STATION.
 FX3095'IT IS 18 FEET SOUTHEAST OF THE 24 INCH PINE TREE AND 13.4 FEET
 FX3095'SOUTH OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 FX3095'DISK IS STAMPED BRIGHT 1934 1.
 FX3095'
 FX3095'REFERENCE MARK NO. 2 IS 10.268 METERS NORTHEAST OF THE STATION.
 FX3095'IT IS 4 FEET EAST OF A 30 INCH PINE TREE AND 15.5 FEET NORTH
 FX3095'OF THE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 FX3095'IS STAMPED BRIGHT 1934 2.
 FX3095'
 FX3095'TO REACH THE STATION FROM PUNGO GO SOUTH ON STATE HIGHWAY
 FX3095'615 FOR 8.5 MILES TO THE OAK GROVE BAPTIST CHURCH ON THE RIGHT.
 FX3095'CONTINUE 0.5 MILE TO WHERE THE HIGHWAY TURNS LEFT AND A
 FX3095'PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.9 MILE TO MR. BRIGHTS
 FX3095'FARM ON THE RIGHT, TURN RIGHT ON FARM DRIVE AND GO 0.1 MILE
 FX3095'TO THE BARN.  FOLLOW THE FARM ROAD ON THE RIGHT SIDE OF THE
 FX3095'BARN AND GO 0.7 MILE TO RIVER AND PICNIC GROUND AND STATION
 FX3095'ABOUT 400 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8350 ***********************************************************************
 HV8350  DESIGNATION -  BRILYN
 HV8350  PID         -  HV8350
 HV8350  STATE/COUNTY-  VA/FAIRFAX
 HV8350  USGS QUAD   -  FALLS CHURCH (1994)
 HV8350
 HV8350                         *CURRENT SURVEY CONTROL
 HV8350  ___________________________________________________________________
 HV8350* NAD 83(1993)-  38 53 53.27739(N)    077 10 07.97487(W)     ADJUSTED  
 HV8350* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 HV8350  ___________________________________________________________________
 HV8350  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HV8350  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV8350
 HV8350  HORZ ORDER  -  SECOND
 HV8350
 HV8350.The horizontal coordinates were established by classical geodetic methods
 HV8350.and adjusted by the National Geodetic Survey in November 1994..
 HV8350
 HV8350.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8350
 HV8350.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8350
 HV8350.The geoid height was determined by GEOID03.
 HV8350
 HV8350;                    North         East     Units Scale Factor Converg.
 HV8350;SPC VA N     - 2,137,529.992 3,615,466.508   MT  0.99996035   +0 49 50.8
 HV8350;SPC VA N     - 7,012,879.65 11,861,743.03   sFT  0.99996035   +0 49 50.8
 HV8350;SPC MD       -   136,711.557   385,350.155   MT  0.99994992   -0 06 21.6
 HV8350;SPC MD       -   448,527.83  1,264,269.63   sFT  0.99994992   -0 06 21.6
 HV8350;UTM  18      - 4,307,708.347   311,914.116   MT  1.00003563   -1 21 44.4
 HV8350
 HV8350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8350!SPC VA N     -   0.99998788  x   0.99996035  =   0.99994823
 HV8350!SPC MD       -   0.99998788  x   0.99994992  =   0.99993780
 HV8350!UTM  18      -   0.99998788  x   1.00003563  =   1.00002351
 HV8350
 HV8350                          SUPERSEDED SURVEY CONTROL
 HV8350
 HV8350  NAD 83(1993)-  38 53 53.27627(N)    077 10 07.97697(W) AD(       ) 2
 HV8350  NAD 83(1986)-  38 53 53.27623(N)    077 10 07.98650(W) AD(       ) 2
 HV8350  NGVD 29 (01/12/90)  109.3    (m)          359.     (f) VERT ANG       
 HV8350
 HV8350.Superseded values are not recommended for survey control.
 HV8350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8350.See file dsdata.txt to determine how the superseded data were derived.
 HV8350
 HV8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1191407708(NAD 83)
 HV8350_MARKER: DD = SURVEY DISK
 HV8350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8350_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8350+STABILITY: SURFACE MOTION
 HV8350
 HV8350  HISTORY     - Date     Condition        Report By
 HV8350  HISTORY     - 1969     MONUMENTED       VA-059
 HV8350  HISTORY     - 1977     GOOD             VA-059
 HV8350  HISTORY     - 19930423 MARK NOT FOUND   USPSQD
 HV8350  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8350
 HV8350                          STATION DESCRIPTION
 HV8350
 HV8350'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8350'NOT OCCUPIED
 HV8350'
 HV8350'STATION IS 1.0 MILES NORTHNORTHEAST OF FALLS CHURCH POST OFFICE AT THE
 HV8350'SOUTH CORNER OF INTERSECTION OF WESTMORELAND STREET, ROUTE 693, AND
 HV8350'33RD STREET (WITCOMB PLACE).
 HV8350'
 HV8350'FROM CAPITOL BELTWAY INTERCHANGE NUMBER 10 (ROUTES 495 AND 7) PROCEDE
 HV8350'SOUTHEAST ON LEESBURG PIKE, ROUTE 7, 1.8 MILES TO INTERSECTION HAYCOCK
 HV8350'ROAD, ROUTE 703.  LEFT (NORTHEAST) ON SAME 1.2 MILES TO INTERSECTION
 HV8350'WESTMORELAND STREET.  RIGHT (SOUTHSOUTHEAST) ON SAME 0.4 MILES TO
 HV8350'INTERSECTION 33RD STREET AND STATION ON RIGHT, 14.4 FEET SOUTHEAST OF
 HV8350'A STREET SIGN, 11.5 FEET NORTH OF A WOODEN TRAFFIC SIGN.
 HV8350'
 HV8350'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BRILYN 1969---.
 HV8350'
 HV8350'AZ. MARK IS SOUTHSOUTHEAST ON WESTMORELAND 0.25 MILES TO INTERSECTION
 HV8350'WILLIAMSBURG BOULEVARD AND AZ STATION ON LEFT AT EAST CORNER OF
 HV8350'INTERSECTION, 3.7 FEET SOUTHEAST OF THE SOUTHEAST END OF A CURB INLET,
 HV8350'0.8 FEET WEST OF VEPCO POLE FCC 32, SET IN THE TOP OF THE CURB.
 HV8350'
 HV8350'AZIMUTH STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BRILYN AZ
 HV8350'1969---.
 HV8350
 HV8350                          STATION RECOVERY (1977)
 HV8350
 HV8350'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8350'BOTH THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HV8350'CONDITION. SEE FAIRFAX COUNTY TAX MAP 41-4, REVISED TO 1-1-76.
 HV8350
 HV8350                          STATION RECOVERY (1993)
 HV8350
 HV8350'RECOVERY NOTE BY US POWER SQUADRON 1993 (DTR)
 HV8350'MARK NOT FOUND.
 HV8350
 HV8350                          STATION RECOVERY (1997)
 HV8350
 HV8350'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1518 ***********************************************************************
 FX1518  DESIGNATION -  BRINK
 FX1518  PID         -  FX1518
 FX1518  STATE/COUNTY-  VA/GREENSVILLE
 FX1518  USGS QUAD   -  EMPORIA (1986)
 FX1518
 FX1518                         *CURRENT SURVEY CONTROL
 FX1518  ___________________________________________________________________
 FX1518* NAD 83(1993)-  36 38 19.02669(N)    077 33 41.23640(W)     ADJUSTED  
 FX1518* NAVD 88     -        52.482  (meters)     172.18   (feet)  ADJUSTED  
 FX1518  ___________________________________________________________________
 FX1518  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 FX1518  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 FX1518  DYNAMIC HT  -          52.442 (meters)     172.05  (feet)  COMP
 FX1518  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 FX1518
 FX1518  HORZ ORDER  -  SECOND
 FX1518  VERT ORDER  -  SECOND    CLASS 0
 FX1518
 FX1518.The horizontal coordinates were established by classical geodetic methods
 FX1518.and adjusted by the National Geodetic Survey in September 1995..
 FX1518
 FX1518.The orthometric height was determined by differential leveling
 FX1518.and adjusted by the National Geodetic Survey in June 1991..
 FX1518
 FX1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1518
 FX1518.The geoid height was determined by GEOID03.
 FX1518
 FX1518.The dynamic height is computed by dividing the NAVD 88
 FX1518.geopotential number by the normal gravity value computed on the
 FX1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1518.degrees latitude (g = 980.6199 gals.).
 FX1518
 FX1518.The modeled gravity was interpolated from observed gravity values.
 FX1518
 FX1518;                    North         East     Units Scale Factor Converg.
 FX1518;SPC VA S     - 1,034,296.308 3,583,935.969   MT  1.00002571   +0 34 10.7
 FX1518;SPC VA S     - 3,393,353.80 11,758,296.59   sFT  1.00002571   +0 34 10.7
 FX1518;SPC NC       -   321,400.911   738,268.836   MT  1.00016598   +0 49 49.0
 FX1518;SPC NC       - 1,054,462.82  2,422,137.01   sFT  1.00016598   +0 49 49.0
 FX1518;UTM  18      - 4,057,840.337   270,995.670   MT  1.00024615   -1 31 45.3
 FX1518
 FX1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1518!SPC VA S     -   0.99999706  x   1.00002571  =   1.00002277
 FX1518!SPC NC       -   0.99999706  x   1.00016598  =   1.00016304
 FX1518!UTM  18      -   0.99999706  x   1.00024615  =   1.00024321
 FX1518
 FX1518|---------------------------------------------------------------------|
 FX1518| PID    Reference Object                     Distance      Geod. Az  |
 FX1518|                                                           dddmmss.s |
 FX1518| DC8108 BRINK RM 3                           12.573 METERS 06216     |
 FX1518| FX1520 BRINK RM 1                           14.402 METERS 21653     |
 FX1518| FX1519 BRINK RM 2                           18.932 METERS 29244     |
 FX1518|---------------------------------------------------------------------|
 FX1518
 FX1518                          SUPERSEDED SURVEY CONTROL
 FX1518
 FX1518  NAD 83(1986)-  36 38 19.02983(N)    077 33 41.25014(W) AD(       ) 2
 FX1518  NAD 27      -  36 38 18.48905(N)    077 33 42.32283(W) AD(       ) 2
 FX1518  NGVD 29 (??/??/92)   52.855  (m)          173.41   (f) ADJ UNCH    2 0
 FX1518
 FX1518.Superseded values are not recommended for survey control.
 FX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1518.See file dsdata.txt to determine how the superseded data were derived.
 FX1518
 FX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7099657840(NAD 83)
 FX1518_MARKER: DS = TRIANGULATION STATION DISK
 FX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1518_STAMPING: BRINK 1959
 FX1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1518+STABILITY: SURFACE MOTION
 FX1518
 FX1518  HISTORY     - Date     Condition        Report By
 FX1518  HISTORY     - 1959     MONUMENTED       CGS
 FX1518  HISTORY     - 1959     GOOD             CGS
 FX1518  HISTORY     - 1959     GOOD             CGS
 FX1518  HISTORY     - 1965     GOOD             CGS
 FX1518
 FX1518                          STATION DESCRIPTION
 FX1518
 FX1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1518'STATION IS LOCATED ABOUT 2.2 MILES SOUTHWEST OF EMPORIA AND
 FX1518'AT THE SOUTHWEST END OF THE BRIDGE.
 FX1518'
 FX1518'STATION, STAMPED BRINK 1959, PROJECTS ABOUT 2 INCHES.  IT IS
 FX1518'22 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE 639, 29 FEET
 FX1518'WEST OF THE APPROXIMATE SOUTHWEST CORNER OF THE BRIDGE AND 2.4
 FX1518'FEET WEST OF A C AND GS SIGN.
 FX1518'
 FX1518'R.M. 1, STAMPED BRINK NO 1 1959, PROJECTS ABOUT 2 INCHES.
 FX1518'IT IS 50 FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE 639,
 FX1518'44 FEET EAST OF THE CENTERLINE OF A SERVICE ROAD AND ABOUT
 FX1518'2 FEET BELOW THE ELEVATION OF THE STATION.
 FX1518'
 FX1518'R.M. 2, STAMPED BRINK NO 2 1959, PROJECTS ABOUT 3 INCHES.
 FX1518'IT IS 18.3 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 639,
 FX1518'ABOUT THE SAME ELEVATION AS THE STATION AND ON THE NORTH SIDE
 FX1518'OF THE ROAD.
 FX1518'
 FX1518'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FX1518'58 AND INTERSTATE HIGHWAY 95 IN EMPORIA, GO SOUTH ON INTERSTATE
 FX1518'HIGHWAY 95 FOR 3.25 MILES TO THE STATION ON THE RIGHT, AT
 FX1518'THE SOUTHWEST CORNER OF THE OVERPASS.
 FX1518'
 FX1518'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX1518
 FX1518                          STATION RECOVERY (1959)
 FX1518
 FX1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX1518'STATION AND REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 FX1518'REFERENCE MARK NO. 2 WAS FOUND DESTROYED AND LYING IN THE
 FX1518'DITCH AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  STATION
 FX1518'AND REFERENCE MARK NO. 1 ARE ABOUT 1.0 FOOT BELOW THE SURFACE
 FX1518'OF THE GROUND.  STATION IS 4.0 MILES SOUTHWEST OF EMPORIA, NOT
 FX1518'2.2 MILES.  ALSO IN THE TO REACH THE STATION, THE STATION IS
 FX1518'4.6 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 58 AND
 FX1518'INTERSTATE HIGHWAY 95, NOT 3.25 MILES.  A COMPLETE NEW
 FX1518'DESCRIPTION FOLLOWS--
 FX1518'
 FX1518'STATION, STAMPED BRINK 1959, ABOUT 1 FOOT UNDERGROUND.  IT IS
 FX1518'65.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE,
 FX1518'43.0 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 25
 FX1518'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2.4 FEET WEST
 FX1518'OF A C AND GS WITNESS SIGN.
 FX1518'
 FX1518'REFERENCE MARK NO. 1, STAMPED BRINK NO 1 1959, IS 47.25 FEET
 FX1518'SOUTHWEST OF THE STATION AND IS ABOUT 8 INCHES BELOW THE SURFACE
 FX1518'OF THE GROUND.  IT IS 88 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 FX1518'CORNER OF THE BRIDGE, 49.5 FEET SOUTHWEST OF THE C AND GS
 FX1518'WITNESS SIGN, AND 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FX1518'
 FX1518'REFERENCE MARK NO. 3, STAMPED BRINK NO 3 1959 IS SET FLUSH
 FX1518'IN A DRILL HOLE IN THE ABUTMENT AT THE SOUTHWEST CORNER OF
 FX1518'THE BRIDGE.
 FX1518'
 FX1518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FX1518'AND INTERSTATE HIGHWAY 95 IN EMPORIA, GO SOUTH ON HIGHWAY
 FX1518'95 FOR 4.6 MILES TO OVER HIGHWAY AND STATION AS DESCRIBED.
 FX1518
 FX1518                          STATION RECOVERY (1959)
 FX1518
 FX1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX1518'4.5 MI S FROM EMPORIA.
 FX1518'ABOUT 4.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 95 FROM THE
 FX1518'CROSSING OF U.S. HIGHWAY 58 AT EMPORIA, AT THE OVERPASS OF
 FX1518'COUNTY ROAD 639 OVER INTERSTATE HIGHWAY, 22 1/2 FEET SOUT-SOUTHEAST
 FX1518'OF CENTER LINE OF ROAD 639, 62.1 FEET SOUTHEAST AND ACROSS ROAD
 FX1518'FROM RM NO. 2, 47.3 FEET NORTHEAST OF RM NO. 1, 40 1/2 FEET
 FX1518'WEST-SOUTHWEST OF SOUTH END OF WEST ABUTMENT OF OVERPASS, 3 FEET
 FX1518'WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH COUNTY ROAD AND
 FX1518'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FX1518
 FX1518                          STATION RECOVERY (1965)
 FX1518
 FX1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 FX1518'STATION WAS RECOVERED AS DESCRIBED BY J.C. ELLERBE IN 1959
 FX1518'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1520 ***********************************************************************
 FX1520  DESIGNATION -  BRINK RM 1
 FX1520  PID         -  FX1520
 FX1520  STATE/COUNTY-  VA/GREENSVILLE
 FX1520  USGS QUAD   -  EMPORIA (1986)
 FX1520
 FX1520                         *CURRENT SURVEY CONTROL
 FX1520  ___________________________________________________________________
 FX1520* NAD 83(1986)-  36 38 19.     (N)    077 33 41.     (W)     SCALED    
 FX1520* NAVD 88     -        51.921  (meters)     170.34   (feet)  ADJUSTED  
 FX1520  ___________________________________________________________________
 FX1520  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 FX1520  DYNAMIC HT  -          51.882 (meters)     170.22  (feet)  COMP
 FX1520  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 FX1520
 FX1520  VERT ORDER  -  SECOND    CLASS 0
 FX1520
 FX1520.The horizontal coordinates were scaled from a topographic map and have
 FX1520.an estimated accuracy of +/- 6 seconds.
 FX1520
 FX1520.The orthometric height was determined by differential leveling
 FX1520.and adjusted by the National Geodetic Survey in June 1991..
 FX1520
 FX1520.The geoid height was determined by GEOID03.
 FX1520
 FX1520.The dynamic height is computed by dividing the NAVD 88
 FX1520.geopotential number by the normal gravity value computed on the
 FX1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1520.degrees latitude (g = 980.6199 gals.).
 FX1520
 FX1520.The modeled gravity was interpolated from observed gravity values.
 FX1520
 FX1520;                    North         East    Units  Estimated Accuracy
 FX1520;SPC VA S     - 1,034,300.    3,583,940.      MT  (+/- 180 meters Scaled)
 FX1520
 FX1520                          SUPERSEDED SURVEY CONTROL
 FX1520
 FX1520  NGVD 29 (??/??/92)   52.294  (m)          171.57   (f) ADJ UNCH    2 0
 FX1520
 FX1520.Superseded values are not recommended for survey control.
 FX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1520.See file dsdata.txt to determine how the superseded data were derived.
 FX1520
 FX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF710578(NAD 83)
 FX1520_MARKER: DR = REFERENCE MARK DISK
 FX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1520_STAMPING: BRINK NO 1 1959
 FX1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1520+STABILITY: SURFACE MOTION
 FX1520
 FX1520  HISTORY     - Date     Condition        Report By
 FX1520  HISTORY     - 1959     MONUMENTED       CGS
 FX1520
 FX1520                          STATION DESCRIPTION
 FX1520
 FX1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1520'4.5 MI S FROM EMPORIA.
 FX1520'47.2 FEET SOUTHWEST OF TRIANGULATION STATION BRINK, DESCRIBED, 59
 FX1520'FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD 639, 68 1/2 FEET
 FX1520'SOUTH-SOUTHEAST AND ACROSS ROAD FROM RM NO. 2, 1 FOOT BELOW
 FX1520'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FX1520'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1519 ***********************************************************************
 FX1519  DESIGNATION -  BRINK RM 2
 FX1519  PID         -  FX1519
 FX1519  STATE/COUNTY-  VA/GREENSVILLE
 FX1519  USGS QUAD   -  EMPORIA (1986)
 FX1519
 FX1519                         *CURRENT SURVEY CONTROL
 FX1519  ___________________________________________________________________
 FX1519* NAD 83(1986)-  36 38 19.     (N)    077 33 41.     (W)     SCALED    
 FX1519* NAVD 88     -        52.383  (meters)     171.86   (feet)  ADJUSTED  
 FX1519  ___________________________________________________________________
 FX1519  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 FX1519  DYNAMIC HT  -          52.343 (meters)     171.73  (feet)  COMP
 FX1519  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 FX1519
 FX1519  VERT ORDER  -  SECOND    CLASS 0
 FX1519
 FX1519.The horizontal coordinates were scaled from a topographic map and have
 FX1519.an estimated accuracy of +/- 6 seconds.
 FX1519
 FX1519.The orthometric height was determined by differential leveling
 FX1519.and adjusted by the National Geodetic Survey in June 1991..
 FX1519
 FX1519.The geoid height was determined by GEOID03.
 FX1519
 FX1519.The dynamic height is computed by dividing the NAVD 88
 FX1519.geopotential number by the normal gravity value computed on the
 FX1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1519.degrees latitude (g = 980.6199 gals.).
 FX1519
 FX1519.The modeled gravity was interpolated from observed gravity values.
 FX1519
 FX1519;                    North         East    Units  Estimated Accuracy
 FX1519;SPC VA S     - 1,034,300.    3,583,940.      MT  (+/- 180 meters Scaled)
 FX1519
 FX1519                          SUPERSEDED SURVEY CONTROL
 FX1519
 FX1519  NGVD 29 (??/??/92)   52.756  (m)          173.08   (f) ADJ UNCH    2 0
 FX1519
 FX1519.Superseded values are not recommended for survey control.
 FX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1519.See file dsdata.txt to determine how the superseded data were derived.
 FX1519
 FX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF710578(NAD 83)
 FX1519_MARKER: DR = REFERENCE MARK DISK
 FX1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1519_STAMPING: BRINK NO 2 1959
 FX1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1519+STABILITY: SURFACE MOTION
 FX1519
 FX1519  HISTORY     - Date     Condition        Report By
 FX1519  HISTORY     - 1959     MONUMENTED       CGS
 FX1519
 FX1519                          STATION DESCRIPTION
 FX1519
 FX1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1519'4.5 MI S FROM EMPORIA.
 FX1519'62.1 FEET NORTHWEST AND ACROSS ROAD 639 FROM TRIANGULATION
 FX1519'STATION BRINK, DESCRIBED, 18 1/2 FEET NORTH-NORTHWEST OF CENTER
 FX1519'LINE OF COUNTY ROAD 639, 68 1/2 FEET NORTH-NORTHWEST AND ACROSS
 FX1519'ROAD FROM RM NO. 1, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 FX1519'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3309 ***********************************************************************
 GA3309  CBN         -  This is a Cooperative Base Network Control Station.
 GA3309  DESIGNATION -  BRISTOL 2
 GA3309  PID         -  GA3309
 GA3309  STATE/COUNTY-  VA/WISE
 GA3309  USGS QUAD   -  BRISTOL (1991)
 GA3309
 GA3309                         *CURRENT SURVEY CONTROL
 GA3309  ___________________________________________________________________
 GA3309* NAD 83(1993)-  36 35 41.23147(N)    082 10 24.63592(W)     ADJUSTED  
 GA3309* NAVD 88     -       541.617  (meters)    1776.96   (feet)  ADJUSTED  
 GA3309  ___________________________________________________________________
 GA3309  X           -     698,208.198 (meters)                     COMP
 GA3309  Y           -  -5,079,577.003 (meters)                     COMP
 GA3309  Z           -   3,781,688.960 (meters)                     COMP
 GA3309  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 GA3309  ELLIP HEIGHT-         510.47  (meters)          (07/14/04) GPS OBS
 GA3309  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA3309  DYNAMIC HT  -         541.123 (meters)    1775.33  (feet)  COMP
 GA3309  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 GA3309
 GA3309  HORZ ORDER  -  B
 GA3309  VERT ORDER  -  FIRST     CLASS II
 GA3309  ELLP ORDER  -  THIRD     CLASS II
 GA3309
 GA3309.The horizontal coordinates were established by GPS observations
 GA3309.and adjusted by the National Geodetic Survey in June 1994..
 GA3309
 GA3309.The orthometric height was determined by differential leveling
 GA3309.and adjusted by the National Geodetic Survey in June 1991..
 GA3309
 GA3309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3309
 GA3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3309
 GA3309.The ellipsoidal height was determined by GPS observations
 GA3309.and is referenced to NAD 83.
 GA3309
 GA3309.The geoid height was determined by GEOID03.
 GA3309
 GA3309.The dynamic height is computed by dividing the NAVD 88
 GA3309.geopotential number by the normal gravity value computed on the
 GA3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3309.degrees latitude (g = 980.6199 gals.).
 GA3309
 GA3309.The modeled gravity was interpolated from observed gravity values.
 GA3309
 GA3309;                    North         East     Units Scale Factor Converg.
 GA3309;SPC VA S     - 1,035,409.850 3,171,359.024   MT  1.00003564   -2 13 46.4
 GA3309;SPC VA S     - 3,397,007.15 10,404,700.40   sFT  1.00003564   -2 13 46.4
 GA3309;SPC TN       -   257,607.769   942,326.385   MT  1.00003644   +2 14 24.6
 GA3309;SPC TN       -   845,168.16  3,091,615.81   sFT  1.00003644   +2 14 24.6
 GA3309;UTM  17      - 4,050,563.146   395,032.098   MT  0.99973575   -0 41 58.8
 GA3309
 GA3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3309!SPC VA S     -   0.99991989  x   1.00003564  =   0.99995553
 GA3309!SPC TN       -   0.99991989  x   1.00003644  =   0.99995633
 GA3309!UTM  17      -   0.99991989  x   0.99973575  =   0.99965566
 GA3309
 GA3309:                Primary Azimuth Mark                     Grid Az
 GA3309:SPC VA S     -  BRISTOL COLUMBIS PULP MILL STK           007 43 32.2
 GA3309:SPC TN       -  BRISTOL COLUMBIS PULP MILL STK           003 15 21.2
 GA3309:UTM  17      -  BRISTOL COLUMBIS PULP MILL STK           006 11 44.6
 GA3309
 GA3309|---------------------------------------------------------------------|
 GA3309| PID    Reference Object                     Distance      Geod. Az  |
 GA3309|                                                           dddmmss.s |
 GA3309| GA3347 BRISTOL COLUMBIS PULP MILL STK      APPROX. 0.9 KM 0052945.8 |
 GA3309| GA3354 BRISTOL RAD STA WCYB MAST           APPROX. 4.2 KM 0174834.8 |
 GA3309| DB8824 BRISTOL 2 AZ MK                                    0315557.2 |
 GA3309| GA3349 BRISTOL RAD STA WFHG CEN MAST       APPROX. 2.3 KM 0403727.5 |
 GA3309| DB8825 BRISTOL 2 RM 1                       28.608 METERS 04951     |
 GA3309| GA3350 BRISTOL RAD STA WOPI MAST           APPROX. 1.1 KM 0823307.8 |
 GA3309| DB8826 BRISTOL 2 RM 2                        6.766 METERS 13952     |
 GA3309| GA3366 RYE PATCH KNOB TV STA WCYB MAST     APPROX.17.2 KM 1600328.2 |
 GA3309| DB8827 BRISTOL 2 RM 3                                     2511810.9 |
 GA3309|---------------------------------------------------------------------|
 GA3309
 GA3309                          SUPERSEDED SURVEY CONTROL
 GA3309
 GA3309  ELLIP H (08/14/01)  510.43   (m)                       GP(       ) 4 1
 GA3309  ELLIP H (06/29/94)  510.46   (m)                       GP(       ) 4 1
 GA3309  NAD 83(1993)-  36 35 41.23297(N)    082 10 24.63916(W) AD(       ) B
 GA3309  ELLIP H (04/04/94)  510.40   (m)                       GP(       ) 4 1
 GA3309  NAD 83(1986)-  36 35 41.24565(N)    082 10 24.64239(W) AD(       ) 1
 GA3309  NAD 27      -  36 35 40.84571(N)    082 10 25.17176(W) AD(       ) 3
 GA3309  NAVD 88 (09/11/96)  541.62   (m)         1777.0    (f) LEVELING    3  
 GA3309  NAVD 88 (04/04/94)  541.62   (m)         1777.0    (f) LEVELING    3  
 GA3309  NGVD 29 (07/19/86)  541.3    (m)         1776.     (f) VERT ANG       
 GA3309
 GA3309.Superseded values are not recommended for survey control.
 GA3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3309.See file dsdata.txt to determine how the superseded data were derived.
 GA3309
 GA3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9503250563(NAD 83)
 GA3309_MARKER: DS = TRIANGULATION STATION DISK
 GA3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3309_SP_SET: CONCRETE POST
 GA3309_STAMPING: BRISTOL 2 1933
 GA3309_MARK LOGO: CGS   
 GA3309_PROJECTION: FLUSH
 GA3309_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3309+STABILITY: SURFACE MOTION
 GA3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3309+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 GA3309
 GA3309  HISTORY     - Date     Condition        Report By
 GA3309  HISTORY     - 1933     MONUMENTED       CGS
 GA3309  HISTORY     - 1937     GOOD             CGS
 GA3309  HISTORY     - 1958     GOOD             CGS
 GA3309  HISTORY     - 1961     GOOD             CGS
 GA3309  HISTORY     - 1984     GOOD             NGS
 GA3309  HISTORY     - 19930628 GOOD             NGS
 GA3309  HISTORY     - 19950823 GOOD             NGS
 GA3309  HISTORY     - 20000217 GOOD             MAC
 GA3309  HISTORY     - 20000218 GOOD             NGS
 GA3309  HISTORY     - 20000227 GOOD             NGS
 GA3309  HISTORY     - 20031010 GOOD             TNDT
 GA3309
 GA3309                          STATION DESCRIPTION
 GA3309
 GA3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3309'STATION IS ABOUT 1/2 MILE E OF BRISTOL, NEAR WESTERN END OF
 GA3309'EAST HILL CEMETERY, 8 FEET W OF CENTER LINE OF MOST WESTERLY
 GA3309'CIRCULAR DRIVE IN CEMETERY, 38.2 FEET NNE OF LETTER S IN NAME
 GA3309'SMITH ON N FACE OF TALLEST MONUMENT 20.4 FEET SSE OF LETTER
 GA3309'P IN PALMER ON E FACE OF LARGE MARBLE MONUMENT, AND ON
 GA3309'VIRGINIA-TENNESSEE BOUNDARY LINE.
 GA3309'
 GA3309'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 GA3309'CONCRETE, AS DESCRIBED.
 GA3309'
 GA3309'REFERENCE MARKS ARE STANDARD REFERENCE DISKS.
 GA3309'
 GA3309'REFERENCE MARK NO. 1 IS IN TOP OF NW CORNER OF CONCRETE WALL
 GA3309'AROUND BURIAL PLOT OF THE GALLAHAM FAMILY, ABOUT 6 FEET SE
 GA3309'OF CENTER LINE OF CIRCULAR DRIVE, 7 FEET W OF TWIN 6-INCH
 GA3309'CEDAR TREES IN N EDGE OF PLOT, AND 28.620 METERS (93.90 FEET)
 GA3309'FROM STATION N 49 DEG 52 MIN E.
 GA3309'
 GA3309'REFERENCE MARK NO. 2 IS IN TOP OF LARGE CONCRETE VAULT OF THE
 GA3309'BONDURANT FAMILY, 1.2 FEET E OF W EDGE, 1.3 FEET E OF N EDGE,
 GA3309'AND 6.771 METERS (22.21 FEET) FROM STATION S 40 DEG 23 MIN E.
 GA3309'
 GA3309'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS IN TOP OF CURBING ON
 GA3309'W SIDE OF PENNSYLVANIA AVENUE (PENNSYLVANIA AVENUE IS U.S.
 GA3309'HIGHWAY 421 GOING E FROM BRISTOL), ABOUT 13 PACES N OF CENTER
 GA3309'LINE OF MC DOWELL STREET EXTENDED, AND ABOUT 0.4 MILE FROM
 GA3309'STATION S 71 DEG 18 MIN W.  FOLLOWING AZIMUTHS
 GA3309'ARE FROM STATION--V.I. COLLEGE, SPIRE, 346 DEG 35 MIN 02 SEC.
 GA3309'COLUMBIA PAPER CO., STACK, 005 DEG 29 MIN 48 SEC.  AND TANNERY,
 GA3309'STACK, 074 DEG 18 MIN 17 SEC.
 GA3309
 GA3309                          STATION RECOVERY (1937)
 GA3309
 GA3309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WSM)
 GA3309'THE STATEMENT AT END OF CONCRETE WALK EAST FROM SOUTHWEST
 GA3309'ENTRANCE OF CEMETERY IS MISLEADING AND SHOULD BE DELETED FROM
 GA3309'THE DESCRIPTION.  IT SHOULD BE REPLACED BY THE FOLLOWING--ON
 GA3309'WEST EDGE OF CIRCULAR DRIVEWAY, 175 FEET EAST OF SOUTHWEST
 GA3309'ENTRANCE OF CEMETERY.
 GA3309'
 GA3309'ADDITIONAL DESCRIPTION--18 FEET N 2 DEG 30 MIN W TO SOUTHEAST
 GA3309'CORNER OF PALMER MONUMENT, 33 FEET SOUTH 48 DEG WEST TO
 GA3309'NORTHEAST CORNER OF SMITH MONUMENT, 34 FEET N 58 DEG 30 MIN
 GA3309'E TO SOUTHWEST CORNER OF NICHOLS MONUMENT, AND 70 FEET S 78 DEG
 GA3309'W FROM TOP OF CEMETERY HILL.  (ALL MONUMENTS ARE PROMINENT.)
 GA3309
 GA3309                          STATION RECOVERY (1958)
 GA3309
 GA3309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3309'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 GA3309'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK (R.M. 3) WAS NOT
 GA3309'RECOVERED, THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED.
 GA3309'
 GA3309'AZIMUTH MARK, STAMPED BRISTOL 2 1933 1958, CEMENTED IN A DRILL
 GA3309'HOLE IN THE SIDEWALK ON THE NORTH SIDE OF NORFOLK AVE., IT
 GA3309'IS 15 FEET NORTHWEST OF THE CENTERLINE OF NORFOLK AVE., 45
 GA3309'FEET SOUTHWEST OF THE CENTERLINE OF MARY STREET AND 1 FOOT SOUTH
 GA3309'OF A POWER POLE.
 GA3309
 GA3309                          STATION RECOVERY (1961)
 GA3309
 GA3309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3309'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 GA3309'RECOVERED AS DESCRIBED IN 1933 AND 1958 AND WERE FOUND IN GOOD
 GA3309'CONDITION.
 GA3309
 GA3309                          STATION RECOVERY (1984)
 GA3309
 GA3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA3309'IN BRISTOL.
 GA3309'IN BRISTOL, IN THE SOUTHWEST END OF THE EAST HILL CEMETERY ON STATE
 GA3309'STREET, 11.6 METERS (38.2 FT) NORTH-NORTHEAST OF THE LETTER S IN THE
 GA3309'NAME SMITH ON THE NORTH FACE OF THE TALLEST MONUMENT, 6.2 METERS
 GA3309'(20.4 FT) SOUTH-SOUTHEAST OF THE LETTER P IN PALMER ON THE EAST FACE
 GA3309'OF A LARGE MARBLE MONUMENT.
 GA3309
 GA3309                          STATION RECOVERY (1993)
 GA3309
 GA3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GA3309'THE STATION IS LOCATED IN BRISTOL, IN THE SOUTHWEST END OF THE EAST
 GA3309'HILL CEMETERY ON STATE STREET.  OWNERSHIP--UNKNOWN.
 GA3309'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 GA3309'U.S. HIGHWAY 11 (LEE HIGHWAY) (EXIT 5) IN NORTHEAST BRISTOL, GO
 GA3309'SOUTHEAST ON LEE HIGHWAY 1.9 MI (3.1 KM) TO THE RANDALL STREET
 GA3309'EXPRESSWAY ON THE LEFT, TURN LEFT AND GO SOUTHERLY ON THE RANDALL
 GA3309'STREET EXPRESSWAY 0.6 MI (1.0 KM) TO WEST MARY STREET, CONTINUE AHEAD
 GA3309'SOUTH ON RANDALL STREET EXPRESSWAY 0.45 MI (0.72 KM) TO STATE STREET
 GA3309'ON THE LEFT, TURN LEFT AND GO EAST ON STATE STREET 0.05 MI (0.08 KM)
 GA3309'TO A RAILROAD CROSSING, CONTINUE AHEAD EAST FOR 0.6 MI (1.0 KM) ON
 GA3309'STATE STREET TO AN ENTRANCE TO THE CEMETERY ON THE LEFT, TURN LEFT
 GA3309'AND GO NORTH ON PAVED DRIVE FOR 0.05 MI (0.08 KM) TO A PAVED DRIVE
 GA3309'CROSSROAD, TURN LEFT AND GO WEST ON PAVED DRIVE 0.15 MI (0.24 KM) TO
 GA3309'THE END OF PAVEMENT AND A GRAVEL ROAD (WHICH IS A CIRCLE AROUND THE
 GA3309'CEMETERY), CONTINUE AHEAD ON GRAVEL ROAD FOR ABOUT 50 M (164.0 FT) TO
 GA3309'A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY THEN WESTERLY AROUND
 GA3309'GRAVESITES FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE LEFT.
 GA3309'THE STATION PROJECTS 15 CM ABOVE THE LEVEL OF THE GROUND.  LOCATED
 GA3309'11.6 M (38.1 FT) NORTH-NORTHEAST FROM THE LETTER (S) IN THE NAME
 GA3309'SMITH ON THE NORTH FACE OF THE TALLEST MONUMENT, 6.2 M (20.3 FT)
 GA3309'SOUTH FROM THE LETTER (P) IN PALMER ON THE EAST FACE OF A LARGE MARBLE
 GA3309'MONUMENT AND 2.3 M (7.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 GA3309'GRAVEL ROAD.
 GA3309
 GA3309                          STATION RECOVERY (1995)
 GA3309
 GA3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 GA3309'RECOVERED AS DESCRIBED.
 GA3309
 GA3309                          STATION RECOVERY (2000)
 GA3309
 GA3309'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (TS)
 GA3309'RECOVERED AS DESCRIBED.
 GA3309
 GA3309                          STATION RECOVERY (2000)
 GA3309
 GA3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 GA3309'RECOVERED AS DESCRIBED.
 GA3309
 GA3309                          STATION RECOVERY (2000)
 GA3309
 GA3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KRN)
 GA3309'RECOVERED AS DESCRIBED.
 GA3309
 GA3309                          STATION RECOVERY (2003)
 GA3309
 GA3309'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 GA3309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3347 ***********************************************************************
 GA3347  DESIGNATION -  BRISTOL COLUMBIS PULP MILL STK
 GA3347  PID         -  GA3347
 GA3347  STATE/COUNTY-  VA/C OF BRISTOL
 GA3347  USGS QUAD   -  BRISTOL (1991)
 GA3347
 GA3347                         *CURRENT SURVEY CONTROL
 GA3347  ___________________________________________________________________
 GA3347* NAD 83(1993)-  36 36 09.04565(N)    082 10 21.31664(W)     ADJUSTED  
 GA3347* NAVD 88     -                                                        
 GA3347  ___________________________________________________________________
 GA3347  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 GA3347  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA3347
 GA3347  HORZ ORDER  -  THIRD
 GA3347
 GA3347.The horizontal coordinates were established by classical geodetic methods
 GA3347.and adjusted by the National Geodetic Survey in December 1995..
 GA3347
 GA3347
 GA3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3347
 GA3347.The geoid height was determined by GEOID03.
 GA3347
 GA3347;                    North         East     Units Scale Factor Converg.
 GA3347;SPC VA S     - 1,036,263.394 3,171,474.816   MT  1.00003385   -2 13 44.3
 GA3347;SPC VA S     - 3,399,807.49 10,405,080.29   sFT  1.00003385   -2 13 44.3
 GA3347;SPC TN       -   258,467.744   942,375.307   MT  1.00003824   +2 14 26.6
 GA3347;SPC TN       -   847,989.59  3,091,776.32   sFT  1.00003824   +2 14 26.6
 GA3347;UTM  17      - 4,051,419.222   395,125.033   MT  0.99973551   -0 41 57.2
 GA3347
 GA3347                          SUPERSEDED SURVEY CONTROL
 GA3347
 GA3347  NAD 83(1993)-  36 36 09.04549(N)    082 10 21.31674(W) AD(       ) 4
 GA3347  NAD 83(1986)-  36 36 09.05957(N)    082 10 21.32313(W) AD(       ) 4
 GA3347  NAD 27      -  36 36 08.66126(N)    082 10 21.85277(W) AD(       ) 3
 GA3347
 GA3347.Superseded values are not recommended for survey control.
 GA3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3347.See file dsdata.txt to determine how the superseded data were derived.
 GA3347
 GA3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9512551419(NAD 83)
 GA3347_MARKER: 63 = STACK
 GA3347
 GA3347  HISTORY     - Date     Condition        Report By
 GA3347  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3347
 GA3347                          STATION DESCRIPTION
 GA3347
 GA3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3347'THE STATION IS THE CENTER OF THE TOP OF THE 200 FOOT HIGH
 GA3347'CONCRETE STACK AT THE NORTH END OF THE MILL.  LOCATED ABOUT
 GA3347'0.75 MILE EAST ALONG THE TRACKS FROM THE NORFOLK AND WESTERN
 GA3347'RAILROAD DEPOT.  OWNED BY THE MEAD CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3348 ***********************************************************************
 GA3348  DESIGNATION -  BRISTOL DOOR AND LUMBER TANK
 GA3348  PID         -  GA3348
 GA3348  STATE/COUNTY-  VA/WASHINGTON
 GA3348  USGS QUAD   -  BRISTOL (1991)
 GA3348
 GA3348                         *CURRENT SURVEY CONTROL
 GA3348  ___________________________________________________________________
 GA3348* NAD 83(1993)-  36 35 23.13898(N)    082 10 44.17987(W)     ADJUSTED  
 GA3348* NAVD 88     -                                                        
 GA3348  ___________________________________________________________________
 GA3348  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 GA3348  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA3348
 GA3348  HORZ ORDER  -  THIRD
 GA3348
 GA3348.The horizontal coordinates were established by classical geodetic methods
 GA3348.and adjusted by the National Geodetic Survey in December 1995..
 GA3348
 GA3348
 GA3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3348
 GA3348.The geoid height was determined by GEOID03.
 GA3348
 GA3348;                    North         East     Units Scale Factor Converg.
 GA3348;SPC VA S     - 1,034,871.465 3,170,851.860   MT  1.00003682   -2 13 58.2
 GA3348;SPC VA S     - 3,395,240.80 10,403,036.48   sFT  1.00003682   -2 13 58.2
 GA3348;SPC TN       -   257,031.497   941,862.722   MT  1.00003528   +2 14 13.2
 GA3348;SPC TN       -   843,277.50  3,090,094.61   sFT  1.00003528   +2 14 13.2
 GA3348;UTM  17      - 4,050,011.578   394,539.638   MT  0.99973702   -0 42 10.1
 GA3348
 GA3348                          SUPERSEDED SURVEY CONTROL
 GA3348
 GA3348  NAD 83(1993)-  36 35 23.13884(N)    082 10 44.17992(W) AD(       ) 4
 GA3348  NAD 83(1993)-  36 35 23.15324(N)    082 10 44.18636(W) AD(       ) 4
 GA3348  NAD 83(1986)-  36 35 23.15300(N)    082 10 44.18658(W) AD(       ) 4
 GA3348  NAD 27      -  36 35 22.75428(N)    082 10 44.71499(W) AD(       ) 3
 GA3348
 GA3348.Superseded values are not recommended for survey control.
 GA3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3348.See file dsdata.txt to determine how the superseded data were derived.
 GA3348
 GA3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9454050012(NAD 83)
 GA3348_MARKER: 53 = ELEVATED TANK
 GA3348
 GA3348  HISTORY     - Date     Condition        Report By
 GA3348  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3348  HISTORY     - 20030410 MARK NOT FOUND   GEOCAC
 GA3348
 GA3348                          STATION DESCRIPTION
 GA3348
 GA3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3348'STATION IS LOCATED IN BRISTOL, VIRGINIA ON THE PROPERTY OF
 GA3348'THE BRISTOL DOOR AND LUMBER COMPANY.  IT IS THREE BLOCKS NORTH
 GA3348'OF STATE STREET ON THE EAST SIDE OF GOODSON STREET.
 GA3348'
 GA3348'THE TANK IS ABOUT 125 FEET IN HEIGHT PAINTED SILVER AND SUPPORTED
 GA3348'BY FOUR LEGS.
 GA3348
 GA3348                          STATION RECOVERY (2003)
 GA3348
 GA3348'RECOVERY NOTE BY GEOCACHING 2003 (BYC)
 GA3348'THE 125' TOWER/WATER TANK WAS TORN DOWN BETWEEN 1948 AND 1981 AND NO
 GA3348'LONGER EXISTS AT THIS SITE.  I HAVE A DIGITAL PHOTO OF THE SITE TAKEN
 GA3348'FROM GOODSON STREET LOOKING NORTH (NO TOWER) UNDER SUPERVISION BY A
 GA3348'FORMER (NOW RETIRED) EMPLOYEE WHO REMEMBERS THE TOWER WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3354 ***********************************************************************
 GA3354  DESIGNATION -  BRISTOL RAD STA WCYB MAST
 GA3354  PID         -  GA3354
 GA3354  STATE/COUNTY-  VA/WASHINGTON
 GA3354  USGS QUAD   -  WALLACE (1968)
 GA3354
 GA3354                         *CURRENT SURVEY CONTROL
 GA3354  ___________________________________________________________________
 GA3354* NAD 83(1993)-  36 37 51.32477(N)    082 09 32.78155(W)     ADJUSTED  
 GA3354* NAVD 88     -                                                        
 GA3354  ___________________________________________________________________
 GA3354  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 GA3354  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GA3354
 GA3354  HORZ ORDER  -  THIRD
 GA3354
 GA3354.The horizontal coordinates were established by classical geodetic methods
 GA3354.and adjusted by the National Geodetic Survey in December 1995..
 GA3354
 GA3354
 GA3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3354
 GA3354.The geoid height was determined by GEOID03.
 GA3354
 GA3354;                    North         East     Units Scale Factor Converg.
 GA3354;SPC VA S     - 1,039,367.059 3,172,802.393   MT  1.00002741   -2 13 14.9
 GA3354;SPC VA S     - 3,409,990.09 10,409,435.85   sFT  1.00002741   -2 13 14.9
 GA3354;SPC TN       -   261,665.463   943,456.992   MT  1.00004502   +2 14 55.0
 GA3354;SPC TN       -   858,480.77  3,095,325.15   sFT  1.00004502   +2 14 55.0
 GA3354;UTM  17      - 4,054,556.284   396,368.929   MT  0.99973231   -0 41 29.9
 GA3354
 GA3354                          SUPERSEDED SURVEY CONTROL
 GA3354
 GA3354  NAD 83(1993)-  36 37 51.32436(N)    082 09 32.78198(W) AD(       ) 4
 GA3354  NAD 83(1986)-  36 37 51.33872(N)    082 09 32.78754(W) AD(       ) 4
 GA3354  NAD 27      -  36 37 50.94139(N)    082 09 33.31594(W) AD(       ) 3
 GA3354
 GA3354.Superseded values are not recommended for survey control.
 GA3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3354.See file dsdata.txt to determine how the superseded data were derived.
 GA3354
 GA3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9636954556(NAD 83)
 GA3354_MARKER: 42 = RADIO/TV MAST
 GA3354
 GA3354  HISTORY     - Date     Condition        Report By
 GA3354  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3354  HISTORY     - 1961     GOOD             CGS
 GA3354
 GA3354                          STATION DESCRIPTION
 GA3354
 GA3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3354'THE STATION IS THE CENTER OF THE TOP OF THE 230 FOOT HIGH
 GA3354'3 SIDED STRUCTURAL STEEL MAST PAINTED RED AND WHITE.  LOCATED
 GA3354'ON COUNTY ROAD 645, 3 MILES NORTH OD BRISTOL AND 0.3 MILE
 GA3354'NORTH OF U.S. HIGHWAY 11.  OWNED BY THE APPALACHIAN BROADCASTING
 GA3354'CO.
 GA3354
 GA3354                          STATION RECOVERY (1961)
 GA3354
 GA3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3354'THE STATION WAS RECOVERED AS DESCRIBED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3349 ***********************************************************************
 GA3349  DESIGNATION -  BRISTOL RAD STA WFHG CEN MAST
 GA3349  PID         -  GA3349
 GA3349  STATE/COUNTY-  VA/C OF BRISTOL
 GA3349  USGS QUAD   -  BRISTOL (1991)
 GA3349
 GA3349                         *CURRENT SURVEY CONTROL
 GA3349  ___________________________________________________________________
 GA3349* NAD 83(1993)-  36 36 38.71421(N)    082 09 23.46599(W)     ADJUSTED  
 GA3349* NAVD 88     -                                                        
 GA3349  ___________________________________________________________________
 GA3349  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GA3349  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA3349
 GA3349  HORZ ORDER  -  THIRD
 GA3349
 GA3349.The horizontal coordinates were established by classical geodetic methods
 GA3349.and adjusted by the National Geodetic Survey in December 1995..
 GA3349
 GA3349
 GA3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3349
 GA3349.The geoid height was determined by GEOID03.
 GA3349
 GA3349;                    North         East     Units Scale Factor Converg.
 GA3349;SPC VA S     - 1,037,121.474 3,172,946.991   MT  1.00003196   -2 13 09.2
 GA3349;SPC VA S     - 3,402,622.70 10,409,910.25   sFT  1.00003196   -2 13 09.2
 GA3349;SPC TN       -   259,437.946   943,776.145   MT  1.00004019   +2 15 00.5
 GA3349;SPC TN       -   851,172.66  3,096,372.24   sFT  1.00004019   +2 15 00.5
 GA3349;UTM  17      - 4,052,316.025   396,573.346   MT  0.99973179   -0 41 23.2
 GA3349
 GA3349                          SUPERSEDED SURVEY CONTROL
 GA3349
 GA3349  NAD 83(1993)-  36 36 38.71408(N)    082 09 23.46631(W) AD(       ) 4
 GA3349  NAD 83(1986)-  36 36 38.72805(N)    082 09 23.47234(W) AD(       ) 4
 GA3349  NAD 27      -  36 36 38.32895(N)    082 09 24.00146(W) AD(       ) 3
 GA3349
 GA3349.Superseded values are not recommended for survey control.
 GA3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3349.See file dsdata.txt to determine how the superseded data were derived.
 GA3349
 GA3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9657352316(NAD 83)
 GA3349_MARKER: 42 = RADIO/TV MAST
 GA3349
 GA3349  HISTORY     - Date     Condition        Report By
 GA3349  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3349
 GA3349                          STATION DESCRIPTION
 GA3349
 GA3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3349'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF THREE
 GA3349'IDENTICAL 200 FOOT HIGH, THREE SIDED STRUCTURAL STEEL MASTS.
 GA3349'THE MASTS ARE SET IN A NORTH AND SOUTH LINE 496 FEET APART.
 GA3349'LOCATED ON VALLEY DRIVE, 1.5 MILES NORTHEAST OF THE CENTER
 GA3349'OF BRISTOL.  OWNED BY THE BRISTOL BROADCASTING CO. INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3350 ***********************************************************************
 GA3350  DESIGNATION -  BRISTOL RAD STA WOPI MAST
 GA3350  PID         -  GA3350
 GA3350  STATE/COUNTY-  VA/WASHINGTON
 GA3350  USGS QUAD   -  BRISTOL (1991)
 GA3350
 GA3350                         *CURRENT SURVEY CONTROL
 GA3350  ___________________________________________________________________
 GA3350* NAD 83(1993)-  36 35 45.76541(N)    082 09 41.60328(W)     ADJUSTED  
 GA3350* NAVD 88     -                                                        
 GA3350  ___________________________________________________________________
 GA3350  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 GA3350  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA3350
 GA3350  HORZ ORDER  -  THIRD
 GA3350
 GA3350.The horizontal coordinates were established by classical geodetic methods
 GA3350.and adjusted by the National Geodetic Survey in December 1995..
 GA3350
 GA3350
 GA3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3350
 GA3350.The geoid height was determined by GEOID03.
 GA3350
 GA3350;                    North         East     Units Scale Factor Converg.
 GA3350;SPC VA S     - 1,035,507.963 3,172,433.296   MT  1.00003535   -2 13 20.2
 GA3350;SPC VA S     - 3,397,329.04 10,408,224.91   sFT  1.00003535   -2 13 20.2
 GA3350;SPC TN       -   257,789.302   943,389.745   MT  1.00003674   +2 14 49.8
 GA3350;SPC TN       -   845,763.73  3,095,104.52   sFT  1.00003674   +2 14 49.8
 GA3350;UTM  17      - 4,050,689.866   396,103.045   MT  0.99973299   -0 41 33.2
 GA3350
 GA3350                          SUPERSEDED SURVEY CONTROL
 GA3350
 GA3350  NAD 83(1993)-  36 35 45.76542(N)    082 09 41.60342(W) AD(       ) 4
 GA3350  NAD 83(1986)-  36 35 45.77928(N)    082 09 41.60981(W) AD(       ) 4
 GA3350  NAD 27      -  36 35 45.37872(N)    082 09 42.14007(W) AD(       ) 3
 GA3350
 GA3350.Superseded values are not recommended for survey control.
 GA3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3350.See file dsdata.txt to determine how the superseded data were derived.
 GA3350
 GA3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9610350690(NAD 83)
 GA3350_MARKER: 42 = RADIO/TV MAST
 GA3350
 GA3350  HISTORY     - Date     Condition        Report By
 GA3350  HISTORY     - 1958     FIRST OBSERVED   CGS
 GA3350  HISTORY     - 1961     GOOD             CGS
 GA3350
 GA3350                          STATION DESCRIPTION
 GA3350
 GA3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3350'THE STATION IS THE CENTER OF THE TOP OF THE 203 FOOT HIGH 3
 GA3350'SIDED STRUCTURAL STEEL MAST, PAINTED RED AND WHITE.  LOCATED
 GA3350'NEAR THE JUNCTION OF BAKER AND DELANEY STREETS, 500 FEET EAST
 GA3350'OF THE CITY LIMITS OF BRISTOL.  OWNED BY RADIOPHONE BROADCASTING
 GA3350'STATION WOPI INC.
 GA3350
 GA3350                          STATION RECOVERY (1961)
 GA3350
 GA3350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3350'THE STATION WAS RECOVERED AS DESCRIBED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9012 ***********************************************************************
 HV9012  DESIGNATION -  BRISTOW
 HV9012  PID         -  HV9012
 HV9012  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9012  USGS QUAD   -  NOKESVILLE (1994)
 HV9012
 HV9012                         *CURRENT SURVEY CONTROL
 HV9012  ___________________________________________________________________
 HV9012* NAD 83(1993)-  38 43 18.68190(N)    077 32 07.65163(W)     ADJUSTED  
 HV9012* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 HV9012  ___________________________________________________________________
 HV9012  X           -   1,075,448.732 (meters)                     COMP
 HV9012  Y           -  -4,865,283.008 (meters)                     COMP
 HV9012  Z           -   3,968,294.561 (meters)                     COMP
 HV9012  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 HV9012  ELLIP HEIGHT-          33.52  (meters)          (06/04/02) GPS OBS
 HV9012  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV9012
 HV9012  HORZ ORDER  -  SECOND
 HV9012  ELLP ORDER  -  FOURTH    CLASS II
 HV9012
 HV9012.The horizontal coordinates were established by GPS observations
 HV9012.and adjusted by the National Geodetic Survey in November 1994..
 HV9012
 HV9012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9012
 HV9012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9012
 HV9012.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9012
 HV9012.The ellipsoidal height was determined by GPS observations
 HV9012.and is referenced to NAD 83.
 HV9012
 HV9012.The geoid height was determined by GEOID03.
 HV9012
 HV9012;                    North         East     Units Scale Factor Converg.
 HV9012;SPC VA N     - 2,117,565.595 3,583,875.145   MT  0.99995004   +0 36 07.2
 HV9012;SPC VA N     - 6,947,379.79 11,758,097.04   sFT  0.99995004   +0 36 07.2
 HV9012;UTM  18      - 4,288,963.315   279,577.399   MT  1.00019834   -1 35 12.0
 HV9012
 HV9012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9012!SPC VA N     -   0.99999474  x   0.99995004  =   0.99994478
 HV9012!UTM  18      -   0.99999474  x   1.00019834  =   1.00019308
 HV9012
 HV9012                          SUPERSEDED SURVEY CONTROL
 HV9012
 HV9012  ELLIP H (11/14/94)   33.51   (m)                       GP(       ) 4 2
 HV9012  ELLIP H (01/27/92)   32.96   (m)                       GP(       ) 4 1
 HV9012  NAD 83(1986)-  38 43 18.68187(N)    077 32 07.66347(W) AD(       ) 2
 HV9012  NGVD 29 (01/20/89)   65.7    (m)          216.     (f) GPS OBS        
 HV9012
 HV9012.Superseded values are not recommended for survey control.
 HV9012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9012.See file dsdata.txt to determine how the superseded data were derived.
 HV9012
 HV9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7957788963(NAD 83)
 HV9012_MARKER: A = ALUMINUM MARKER
 HV9012_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9012_SP_SET: BURIED IN GROUND
 HV9012_STAMPING: 31 BRISTOW 1986
 HV9012_MARK LOGO: LOCENG
 HV9012_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9012+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 HV9012
 HV9012  HISTORY     - Date     Condition        Report By
 HV9012  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9012  HISTORY     - 1986     GOOD             GEOHYD
 HV9012  HISTORY     - 19920707 GOOD             NOS
 HV9012  HISTORY     - 20030410 POOR             ENGGRO
 HV9012
 HV9012                          STATION DESCRIPTION
 HV9012
 HV9012'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9012'THE STATION IS LOCATED IN SOUTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9012'ABOUT 0.6 MILE WEST OF MANASSAS MUNICIPAL AIRPORT.
 HV9012'
 HV9012'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28 AND
 HV9012'STATE ROUTE 234 IN THE CITY OF MANASSAS VIRGINIA, GO SOUTH ON ROUTE
 HV9012'28 FOR 4.25 MILES TO THE JUNCTION WITH ROUTE 619, BRISTOW ROAD.
 HV9012'GO LEFT, EAST ON ROUTE 619 FOR 1.1 MILES TO THE STATION ON THE LEFT.
 HV9012'
 HV9012'THE STATION IS AN ALUMINUM DISK, SET FLUSH WITH THE GROUND AND IS
 HV9012'STAMPED---31 BRISTOW 1986---. THE STATION IS 23 FEET NORTHEAST OF
 HV9012'THE CENTER OF ROUTE 619, 52.57 FEET SOUTHEAST OF A POWER POLE, 16.5
 HV9012'FEET SOUTHWEST OF A GAZEBO, AND 66.54 FEET SOUTHWEST OF AN OAK TREE
 HV9012'IN A WOOD RETAINING WALL.
 HV9012'
 HV9012'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9012'GROUND AND IS STAMPED---31 BRISTOW AZIMUTH 1986---.
 HV9012'
 HV9012'THE AZIMUTH IS LOCATED 0.2 MILES NORTHWEST ON BRISTOW ROAD, ON THE
 HV9012'RIGHT HAND SIDE OF THE ROAD, ACROSS FROM 10726 BRISTOW ROAD. MARK IS
 HV9012'15.91 FEET NORTHEAST OF THE CENTERLINE OF BRISTOW ROAD, 61.34 FEET
 HV9012'NORTH OF THE NORTHEAST CORNER OF 10726 BRISTOW ROAD, AND 10.35 FEET
 HV9012
 HV9012                          STATION RECOVERY (1986)
 HV9012
 HV9012'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 HV9012'RECOVERED IN GOOD CONDITION.
 HV9012
 HV9012                          STATION RECOVERY (1992)
 HV9012
 HV9012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 HV9012'THE STATION IS LOCATED IN SOUTHWESTERN PRINCE WILLIAM COUNTY, VIRGINIA
 HV9012'ABOUT 0.6 MI (0.97 KM) WEST OF THE MANASSAS MUNICIPAL AIRPORT.
 HV9012'TO REACH THE STATION FROM THE INTERSECTION OF OF STATE ROUTES 28 AND
 HV9012'234 IN THE CITY OF MANASSAS VIRGINIA, GO SOUTH ON ROUTE 28 FOR 4.25
 HV9012'MI (6.84 KM) TO THE JUNCTION WITH ROUTE 619 (BRISTOW ROAD), TURN LEFT
 HV9012'ON ROUTE 619 AND GO SOUTHEAST FOR 1.1 MI (1.77 KM) TO THE STATION ON
 HV9012'THE LEFT.
 HV9012'THE STATION MARK IS AN ALUMINUM DISK SET IN A MASS OF CONCRETE FLUSH
 HV9012'WITH GROUND LEVEL.  IT IS 66.54 FT (20.28 M) SOUTHWEST OF AN OAK TREE
 HV9012'IN A WOOD RETAINING WALL, 52.57 FT (16.02 M) SOUTHEAST OF A POWER
 HV9012'POLE, 23 FT (7.01 M) NORTHEAST OF THE CENTERLINE OF BRISTOW ROAD AND
 HV9012'16.5 FT (5.03 M) SOUTHWEST OF A GAZEBO.
 HV9012'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9012'GROUND AND IS STAMPED ---31 BRISTOW AZIMUTH 1986---.
 HV9012'THE AZIMUTH IS LOCATED 0.2 MI (0.32 KM) NORTHWEST FROM THE STATION ON
 HV9012'BRISTOW ROAD, ON THE RIGHT HAND SIDE OF THE ROAD ACROSS FROM 10726
 HV9012'BRISTOW ROAD.  IT IS 61.34 FT (18.70 M) NORTH OF THE NORTHEAST CORNER
 HV9012'OF 10726 BRISTOW ROAD AND 15.91 FT (4.85 M) NORTHEAST OF THE
 HV9012'CENTERLINE OF BRISTOW ROAD.
 HV9012'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HV9012'RECOVERY BY RONALD J. HALL.
 HV9012
 HV9012                          STATION RECOVERY (2003)
 HV9012
 HV9012'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV9012'MARK HAS BEEN DISTURBED AND IS OUT OF POSITION BY APPROXIMATELY ONE
 HV9012'FOOT. REACH NOTES ARE OUTDATED BUT NEW REACH NOTES WERE NOT SUBMITTED
 HV9012'DUE TO THE LIMITED USEFULNESS OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV7192 ***********************************************************************
 JV7192  DESIGNATION -  BRITAIN
 JV7192  PID         -  JV7192
 JV7192  STATE/COUNTY-  VA/LOUDOUN
 JV7192  USGS QUAD   -  HARPERS FERRY (1988)
 JV7192
 JV7192                         *CURRENT SURVEY CONTROL
 JV7192  ___________________________________________________________________
 JV7192* NAD 83(1993)-  39 15 02.73502(N)    077 41 05.78595(W)     ADJUSTED  
 JV7192* NAVD 88     -       167.9    (meters)     551.     (feet)  GPS OBS   
 JV7192  ___________________________________________________________________
 JV7192  X           -   1,054,889.595 (meters)                     COMP
 JV7192  Y           -  -4,832,058.336 (meters)                     COMP
 JV7192  Z           -   4,013,998.739 (meters)                     COMP
 JV7192  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 JV7192  ELLIP HEIGHT-         134.82  (meters)          (08/30/02) GPS OBS
 JV7192  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JV7192
 JV7192  HORZ ORDER  -  FIRST
 JV7192  ELLP ORDER  -  FOURTH    CLASS II
 JV7192
 JV7192.The horizontal coordinates were established by GPS observations
 JV7192.and adjusted by the National Geodetic Survey in November 1994..
 JV7192
 JV7192.The orthometric height was determined by GPS observations and a
 JV7192.high-resolution geoid model.
 JV7192
 JV7192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7192
 JV7192.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7192
 JV7192.The ellipsoidal height was determined by GPS observations
 JV7192.and is referenced to NAD 83.
 JV7192
 JV7192.The geoid height was determined by GEOID03.
 JV7192
 JV7192;                    North         East     Units Scale Factor Converg.
 JV7192;SPC VA N     - 2,176,152.037 3,570,355.511   MT  1.00000940   +0 30 31.3
 JV7192;SPC VA N     - 7,139,592.14 11,713,741.37   sFT  1.00000940   +0 30 31.3
 JV7192;SPC MD       -   176,065.707   340,878.323   MT  0.99997121   -0 25 47.6
 JV7192;SPC MD       -   577,642.24  1,118,364.96   sFT  0.99997121   -0 25 47.6
 JV7192;SPC WV N     -    84,929.528   756,658.975   MT  0.99996206   +1 09 27.3
 JV7192;UTM  18      - 4,348,040.394   268,312.076   MT  1.00026099   -1 41 58.4
 JV7192
 JV7192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7192!SPC VA N     -   0.99997885  x   1.00000940  =   0.99998825
 JV7192!SPC MD       -   0.99997885  x   0.99997121  =   0.99995006
 JV7192!SPC WV N     -   0.99997885  x   0.99996206  =   0.99994091
 JV7192!UTM  18      -   0.99997885  x   1.00026099  =   1.00023983
 JV7192
 JV7192                          SUPERSEDED SURVEY CONTROL
 JV7192
 JV7192  ELLIP H (11/14/94)  134.75   (m)                       GP(       ) 4 2
 JV7192  NAD 83(1993)-  39 15 02.73496(N)    077 41 05.78593(W) AD(       ) 1
 JV7192  ELLIP H (02/09/94)  134.75   (m)                       GP(       ) 4 1
 JV7192
 JV7192.Superseded values are not recommended for survey control.
 JV7192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7192.See file dsdata.txt to determine how the superseded data were derived.
 JV7192
 JV7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6831248040(NAD 83)
 JV7192_MARKER: DD = SURVEY DISK
 JV7192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7192_SP_SET: CONCRETE POST
 JV7192_STAMPING: BRITAIN 1993
 JV7192_MARK LOGO: MD-021
 JV7192_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV7192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7192+STABILITY: SURFACE MOTION
 JV7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7192+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 JV7192
 JV7192  HISTORY     - Date     Condition        Report By
 JV7192  HISTORY     - 1993     MONUMENTED       GREOMA
 JV7192  HISTORY     - 20010206 GOOD             DMW
 JV7192  HISTORY     - 20050326 GOOD             GEOCAC
 JV7192
 JV7192                          STATION DESCRIPTION
 JV7192
 JV7192'DESCRIBED BY GREENHORNE-OMARA 1993
 JV7192'FROM BRUNSWICK, MD, GO SOUTH ON MD RTE 17 INTO VIRGINIA (RTE 287) 4
 JV7192'MILES (6.4 KM) SOUTH OF THE POTOMAC RIVER BRIDGE TO VA RTE 682. TURN
 JV7192'RIGHT AND PROCEED TO INTERSECTION WITH VA RTE 850. TURN LEFT AND
 JV7192'PROCEED 0.3 MILE (0.5 KM) AND TURN RIGHT ONTO BRITAIN ROAD. PROCEED
 JV7192'0.35 MILES (0.56 KM) TO STATION ON LEFT. STATION IS 12 FEET (3.7 M)
 JV7192'SOUTH OF CENTERLINE OF BRITAIN ROAD, 1.5 FEET (0.5 M) NORTH OF FENCE
 JV7192'AND APPROX 125 FEET (38.1 M) WEST OF A GRAVEL DRIVE. STATION IS A
 JV7192'BRASS DISK SET IN THE TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET
 JV7192'FLUSH WITH THE GROUND.
 JV7192
 JV7192                          STATION RECOVERY (2001)
 JV7192
 JV7192'RECOVERY NOTE BY DAFT MCCUNE WALKER INCORPORATED 2001 (JMS)
 JV7192'RECOVERED IN GOOD CONDITION.
 JV7192
 JV7192                          STATION RECOVERY (2005)
 JV7192
 JV7192'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV7192'RECOVERED AS DESCRIBED.  STATION MARKED BY AN ORANGE CARSONITE WITNESS
 JV7192'POST 1.5 FEET SOUTH IN LINE WITH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5540 ***********************************************************************
 HV5540  DESIGNATION -  BROAD
 HV5540  PID         -  HV5540
 HV5540  STATE/COUNTY-  VA/LOUDOUN
 HV5540  USGS QUAD   -  ARCOLA (1981)
 HV5540
 HV5540                         *CURRENT SURVEY CONTROL
 HV5540  ___________________________________________________________________
 HV5540* NAD 83(1993)-  38 59 19.15650(N)    077 31 29.85393(W)     ADJUSTED  
 HV5540* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 HV5540  ___________________________________________________________________
 HV5540  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 HV5540  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV5540
 HV5540  HORZ ORDER  -  SECOND
 HV5540
 HV5540.The horizontal coordinates were established by classical geodetic methods
 HV5540.and adjusted by the National Geodetic Survey in November 1994..
 HV5540
 HV5540.The orthometric height was scaled from a topographic map.
 HV5540
 HV5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5540
 HV5540.The geoid height was determined by GEOID03.
 HV5540
 HV5540;                    North         East     Units Scale Factor Converg.
 HV5540;SPC VA N     - 2,147,190.349 3,584,473.566   MT  0.99996932   +0 36 30.7
 HV5540;SPC VA N     - 7,044,573.67 11,760,060.36   sFT  0.99996932   +0 36 30.7
 HV5540;UTM  18      - 4,318,550.441   281,309.522   MT  1.00018894   -1 35 21.3
 HV5540
 HV5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5540!SPC VA N     -   0.99998812  x   0.99996932  =   0.99995744
 HV5540!UTM  18      -   0.99998812  x   1.00018894  =   1.00017706
 HV5540
 HV5540|---------------------------------------------------------------------|
 HV5540| PID    Reference Object                     Distance      Geod. Az  |
 HV5540|                                                           dddmmss.s |
 HV5540| DC6736 BROAD RM 3                           17.029 METERS 10418     |
 HV5540| DC6734 BROAD RM 1                           17.003 METERS 10434     |
 HV5540| DC6733 BROAD AZ MK                                        1162247.2 |
 HV5540| DC6735 BROAD RM 2                           20.934 METERS 18754     |
 HV5540|---------------------------------------------------------------------|
 HV5540
 HV5540                          SUPERSEDED SURVEY CONTROL
 HV5540
 HV5540  NAD 83(1993)-  38 59 19.15780(N)    077 31 29.85889(W) AD(       ) 2
 HV5540  NAD 83(1986)-  38 59 19.15618(N)    077 31 29.86656(W) AD(       ) 2
 HV5540  NAD 27      -  38 59 18.76165(N)    077 31 30.89500(W) AD(       ) 2
 HV5540
 HV5540.Superseded values are not recommended for survey control.
 HV5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5540.See file dsdata.txt to determine how the superseded data were derived.
 HV5540
 HV5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8131018550(NAD 83)
 HV5540_MARKER: DS = TRIANGULATION STATION DISK
 HV5540_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5540_STAMPING: BROAD 1958
 HV5540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5540
 HV5540  HISTORY     - Date     Condition        Report By
 HV5540  HISTORY     - 1958     MONUMENTED       CGS
 HV5540  HISTORY     - 1976     GOOD             NGS
 HV5540  HISTORY     - 19910101 GOOD             VADHT
 HV5540  HISTORY     - 20020825 MARK NOT FOUND   INDIV
 HV5540
 HV5540                          STATION DESCRIPTION
 HV5540
 HV5540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5540'THE STATION IS APPROXIMATELY 2.5 MILES NORTH OF ARCOLA, ON
 HV5540'THE NORTH SIDE OF COUNTY ROAD 772, IN THE SOUTHWEST CORNER
 HV5540'OF AN ORCHARD AND ON LAND OWNED BY MR. R.M. STRICKMAN.
 HV5540'
 HV5540'TO REACH THE STATION FROM THE CAUTION LIGHT IN CHANTILLY,
 HV5540'GO WEST ON U.S. HIGHWAY 50 FOR 6.5 MILES TO A CROSSROAD
 HV5540'(JUNCTION WITH COUNTY ROAD 659).  TURN RIGHT AND GO NORTH
 HV5540'AND NORTHWEST ON COUNTY ROAD 659 FOR 1.0 MILE TO H.L. PRANGLE
 HV5540'STORE ON THE LEFT IN ARCOLA, BEAR LEFT AROUND THE NORTH SIDE
 HV5540'OF THE STORE AND CONTINUE NORTH AND NORTHWEST ON COUNTY ROAD
 HV5540'659 FOR 2.7 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD 772).  TURN
 HV5540'RIGHT AND GO EAST ON COUNTY ROAD 772 FOR 0.15 MILE TO THE
 HV5540'STATION ON THE LEFT IN FENCE CORNER.
 HV5540'
 HV5540'STATION MARKS ARE STANDARD DISKS STAMPED BROAD 1958.  THE
 HV5540'SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 6 INCHES
 HV5540'BELOW THE GROUND SURFACE.  A STANDARD WHITE WITNESS POST
 HV5540'WAS SET 58 FEET SOUTHEAST OF THE STATION.  THE STATION IS
 HV5540'40 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 772, 25 FEET
 HV5540'NORTHEAST OF A FENCE CORNER, 20 FEET NORTH OF A WHITE PAINTED
 HV5540'BOARD FENCE AND 15 FEET EAST OF A WIRE FENCE.  THE UNDERGROUND
 HV5540'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 HV5540'THE GROUND SURFACE.
 HV5540'
 HV5540'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROAD NO 1 1958,
 HV5540'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HV5540'IT IS 21 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 772
 HV5540'AND 1 FOOT NORTH OF THE BOARD FENCE.  A STANDARD WHITE WITNESS
 HV5540'POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 HV5540'
 HV5540'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROAD NO 2 1958,
 HV5540'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HV5540'THE GROUND.  IT IS 26 FEET EAST OF THE CENTER OF DRIVEWAY,
 HV5540'28 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 772 AND 15 FEET
 HV5540'SOUTHEAST OF A POWER LINE POLE.  THE STANDARD WHITE WITNESS
 HV5540'POST IS 84 FEET NORTHEAST OF THE MARK.
 HV5540'
 HV5540'AZIMUTH MARK, A STANDARD DISK STAMPED BROAD 1958, IS SET IN
 HV5540'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 13
 HV5540'FEET SOUTH OF THE CENTERLINE OF A FARM ROAD, 28 FEET NORTHEAST
 HV5540'OF THE NORTHEAST CORNER OF A GARAGE AND 9.6 FEET EAST OF A
 HV5540'FENCE CORNER, ON LAND OWNED BY MRS. H.R. TILLETT AND OCCUPIED
 HV5540'BY MR. CHARLES GARDNER.  A STANDARD WHITE WITNESS POST WAS
 HV5540'SET 1.5 FEET WEST OF THE MARK.
 HV5540'
 HV5540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 HV5540'ROAD 772 FOR 0.5 MILE TO A FARM ROAD RIGHT.  TURN RIGHT AND
 HV5540'GO SOUTH ON FARM ROAD FOR 0.25 MILE TO FARM HOUSE AND MARK
 HV5540'ON THE LEFT.
 HV5540'
 HV5540'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HV5540
 HV5540                          STATION RECOVERY (1976)
 HV5540
 HV5540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HV5540'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK
 HV5540'WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND OUT
 HV5540'OF THE GROUND AND THE DISK WAS RECLAIMED AT THIS TIME.  THE
 HV5540'PROPERTY OWNER MRS. R.N. STICKMAN, REQUESTED THAT REFERENCE MARK
 HV5540'NO. 1 BE RELOCATED SO THE TOP OF MARK WAS BROKEN OFF AND A NEW
 HV5540'DISK, BROAD NO 3, WAS CEMENTED IN A DRILL HOLE IN THE OLD MONUMENT.
 HV5540'A SHORTER DISTANCE OF .03 FOOT OR .003 METER WAS FOUND IN THE
 HV5540'DISTANCE TO REFERENCE MARK NO. 1 AND A SHORTER DISTANCE OF .03
 HV5540'FOOT OR .009 METER WAS FOUND IN THE DISTANCE T REFERENCE MARK NO. 2.
 HV5540'THE DIRECTION BETWEEN THE MARKS WAS CHECKED AND FOUND TO BE
 HV5540'CORRECT.  NO OTHER OBJECTS OR STATIONS ARE VISIBLE FROM THE
 HV5540'STATION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HV5540'FOLLOWING CHANGES AND ADDITIONS.
 HV5540'
 HV5540'THE FENCES AND THE ORCHARD ARE GONE AND THE STATION MARK AND
 HV5540'REFERENCE MARKS ARE NOW IN THE LAWN.  STATION IS 27 FEET EAST OF
 HV5540'UTILITY POLE WITH TRANSFORMER.
 HV5540'
 HV5540'REFERENCE MARK NO. 3 IS 21 FEET NORTH OF THE CENTERLINE OF SECONDARY
 HV5540'STATE ROAD 772.  DISK IS CEMENTED FLUSH IN A DRILL HOLE IN CONCRETE
 HV5540'MONUMENT ABOUT 1 INCH BELOW THE SURFACE AND IS STAMPED BROAD 1958
 HV5540'NO 3 1976.
 HV5540'
 HV5540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 HV5540'NORTH OF ARCOLA.
 HV5540
 HV5540                          STATION RECOVERY (1991)
 HV5540
 HV5540'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 (JLS)
 HV5540'STATION RECOVERED AS DESCRIBED IN 1976.  STATION IS NOT SUITABLE FOR
 HV5540'SATELLITE OBSERVATIONS.
 HV5540
 HV5540                          STATION RECOVERY (2002)
 HV5540
 HV5540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BAP)
 HV5540'MARK WAS NOT RECOVERED AFTER 1 HOUR OF SEARCHING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3650 ***********************************************************************
 GV3650  DESIGNATION -  BROAD CREEK DAY BEACON 2
 GV3650  PID         -  GV3650
 GV3650  STATE/COUNTY-  VA/MIDDLESEX
 GV3650  USGS QUAD   -  DELTAVILLE (1992)
 GV3650
 GV3650                         *CURRENT SURVEY CONTROL
 GV3650  ___________________________________________________________________
 GV3650* NAD 83(1993)-  37 34 06.55061(N)    076 18 38.33527(W)     ADJUSTED  
 GV3650* NAVD 88     -                                                        
 GV3650  ___________________________________________________________________
 GV3650  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 GV3650  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 GV3650
 GV3650  HORZ ORDER  -  THIRD
 GV3650
 GV3650.The horizontal coordinates were established by classical geodetic methods
 GV3650.and adjusted by the National Geodetic Survey in November 1994..
 GV3650
 GV3650
 GV3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3650
 GV3650.The geoid height was determined by GEOID03.
 GV3650
 GV3650;                    North         East     Units Scale Factor Converg.
 GV3650;SPC VA S     - 1,139,314.591 3,693,390.699   MT  0.99995153   +1 19 43.6
 GV3650;SPC VA S     - 3,737,901.29 12,117,399.32   sFT  0.99995153   +1 19 43.6
 GV3650;UTM  18      - 4,158,746.674   384,254.940   MT  0.99976502   -0 47 57.1
 GV3650
 GV3650                          SUPERSEDED SURVEY CONTROL
 GV3650
 GV3650  NAD 83(1993)-  37 34 06.55357(N)    076 18 38.35520(W) AD(       ) 4
 GV3650  NAD 83(1986)-  37 34 06.55205(N)    076 18 38.35593(W) AD(       ) 4
 GV3650  NAD 27      -  37 34 06.08200(N)    076 18 39.56900(W) AD(       ) 3
 GV3650
 GV3650.Superseded values are not recommended for survey control.
 GV3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3650.See file dsdata.txt to determine how the superseded data were derived.
 GV3650
 GV3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8425558747(NAD 83)
 GV3650_MARKER: 16 = DAYBEACON
 GV3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3650+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV3650
 GV3650  HISTORY     - Date     Condition        Report By
 GV3650  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3650  HISTORY     - 19980301 GOOD             USPSQD
 GV3650  HISTORY     - 20010818 GOOD             USPSQD
 GV3650  HISTORY     - 20030322 GOOD             USPSQD
 GV3650
 GV3650                          STATION DESCRIPTION
 GV3650
 GV3650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3650'THE STATION IS LOCATED AT THE ENTRANCE TO BROAD CREEK, ON THE
 GV3650'S SIDE OF RAPPAHANNOCK RIVER.  THE STRUCTURE IS A SINGLE
 GV3650'WOODEN PILE WITH A RED PYRAMIDAL DAYMARK ON TOP.  THE POINT
 GV3650'OBSERVED WAS THE CENTER OF THE PILE.
 GV3650'
 GV3650'THIS IS AN INTERSECTION STATION.
 GV3650
 GV3650                          STATION RECOVERY (1998)
 GV3650
 GV3650'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3650'RECOVERED IN GOOD CONDITION.
 GV3650
 GV3650                          STATION RECOVERY (2001)
 GV3650
 GV3650'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR)
 GV3650'RECOVERED IN GOOD CONDITION.
 GV3650
 GV3650                          STATION RECOVERY (2003)
 GV3650
 GV3650'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3651 ***********************************************************************
 GV3651  DESIGNATION -  BROAD CREEK DAY BEACON 4
 GV3651  PID         -  GV3651
 GV3651  STATE/COUNTY-  VA/MIDDLESEX
 GV3651  USGS QUAD   -  DELTAVILLE (1992)
 GV3651
 GV3651                         *CURRENT SURVEY CONTROL
 GV3651  ___________________________________________________________________
 GV3651* NAD 83(1993)-  37 33 55.59057(N)    076 18 46.32872(W)     ADJUSTED  
 GV3651* NAVD 88     -                                                        
 GV3651  ___________________________________________________________________
 GV3651  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 GV3651  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV3651
 GV3651  HORZ ORDER  -  THIRD
 GV3651
 GV3651.The horizontal coordinates were established by classical geodetic methods
 GV3651.and adjusted by the National Geodetic Survey in November 1994..
 GV3651
 GV3651
 GV3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3651
 GV3651.The geoid height was determined by GEOID03.
 GV3651
 GV3651;                    North         East     Units Scale Factor Converg.
 GV3651;SPC VA S     - 1,138,972.253 3,693,202.428   MT  0.99995135   +1 19 38.7
 GV3651;SPC VA S     - 3,736,778.13 12,116,781.63   sFT  0.99995135   +1 19 38.7
 GV3651;UTM  18      - 4,158,411.625   384,054.124   MT  0.99976559   -0 48 01.8
 GV3651
 GV3651                          SUPERSEDED SURVEY CONTROL
 GV3651
 GV3651  NAD 83(1993)-  37 33 55.59372(N)    076 18 46.34846(W) AD(       ) 4
 GV3651  NAD 83(1986)-  37 33 55.59227(N)    076 18 46.34925(W) AD(       ) 4
 GV3651  NAD 27      -  37 33 55.12100(N)    076 18 47.56000(W) AD(       ) 3
 GV3651
 GV3651.Superseded values are not recommended for survey control.
 GV3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3651.See file dsdata.txt to determine how the superseded data were derived.
 GV3651
 GV3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8405458412(NAD 83)
 GV3651_MARKER: 16 = DAYBEACON
 GV3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3651+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV3651
 GV3651  HISTORY     - Date     Condition        Report By
 GV3651  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3651  HISTORY     - 19980301 GOOD             USPSQD
 GV3651  HISTORY     - 20030322 GOOD             USPSQD
 GV3651
 GV3651                          STATION DESCRIPTION
 GV3651
 GV3651'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3651'THE STATION IS LOCATED AT THE ENTRANCE TO BROAD CREEK, ON THE
 GV3651'S SIDE OF RAPPAHANNOCK RIVER.  THE STRUCTURE IS A SINGLE
 GV3651'WOODEN PILE WITH A RED PYRAMIDAL DAYMARK ON TOP.  THE POINT
 GV3651'OBSERVED WAS THE CENTER OF THE PILE.
 GV3651'
 GV3651'THIS IS AN INTERSECTION STATION.
 GV3651
 GV3651                          STATION RECOVERY (1998)
 GV3651
 GV3651'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3651'RECOVERED IN GOOD CONDITION.
 GV3651
 GV3651                          STATION RECOVERY (2003)
 GV3651
 GV3651'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3652 ***********************************************************************
 GV3652  DESIGNATION -  BROAD CREEK LIGHT 1
 GV3652  PID         -  GV3652
 GV3652  STATE/COUNTY-  VA/MIDDLESEX
 GV3652  USGS QUAD   -  DELTAVILLE (1992)
 GV3652
 GV3652                         *CURRENT SURVEY CONTROL
 GV3652  ___________________________________________________________________
 GV3652* NAD 83(1993)-  37 34 17.53405(N)    076 18 29.00862(W)     ADJUSTED  
 GV3652* NAVD 88     -                                                        
 GV3652  ___________________________________________________________________
 GV3652  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 GV3652  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 GV3652
 GV3652  HORZ ORDER  -  THIRD
 GV3652
 GV3652.The horizontal coordinates were established by classical geodetic methods
 GV3652.and adjusted by the National Geodetic Survey in November 1994..
 GV3652
 GV3652
 GV3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3652
 GV3652.The geoid height was determined by GEOID03.
 GV3652
 GV3652;                    North         East     Units Scale Factor Converg.
 GV3652;SPC VA S     - 1,139,658.414 3,693,611.643   MT  0.99995172   +1 19 49.2
 GV3652;SPC VA S     - 3,739,029.31 12,118,124.20   sFT  0.99995172   +1 19 49.2
 GV3652;UTM  18      - 4,159,081.993   384,488.454   MT  0.99976435   -0 47 51.6
 GV3652
 GV3652                          SUPERSEDED SURVEY CONTROL
 GV3652
 GV3652  NAD 83(1993)-  37 34 17.53683(N)    076 18 29.02878(W) AD(       ) 4
 GV3652  NAD 83(1986)-  37 34 17.53536(N)    076 18 29.02948(W) AD(       ) 4
 GV3652  NAD 27      -  37 34 17.07000(N)    076 18 30.25100(W) AD(       ) 3
 GV3652
 GV3652.Superseded values are not recommended for survey control.
 GV3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3652.See file dsdata.txt to determine how the superseded data were derived.
 GV3652
 GV3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8448859082(NAD 83)
 GV3652_MARKER: 14 = NAVIGATION LIGHT
 GV3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3652+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV3652
 GV3652  HISTORY     - Date     Condition        Report By
 GV3652  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3652  HISTORY     - 19980301 GOOD             USPSQD
 GV3652  HISTORY     - 20010818 GOOD             USPSQD
 GV3652  HISTORY     - 20030322 GOOD             USPSQD
 GV3652
 GV3652                          STATION DESCRIPTION
 GV3652
 GV3652'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3652'THE STATION IS LOCATED AT THE ENTRANCE TO BROAD CREEK, ON THE
 GV3652'S SIDE OF RAPPAHANNOCK RIVER.  THE STRUCTURE IS A SINGLE BLACK
 GV3652'WOODEN PILE WITH A BLACK BOX ON TOP.  THE POINT OBSERVED WAS
 GV3652'THE GLOBE OF THE LIGHT.
 GV3652'
 GV3652'THIS IS AN INTERSECTION STATION.
 GV3652
 GV3652                          STATION RECOVERY (1998)
 GV3652
 GV3652'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3652'RECOVERED IN GOOD CONDITION.
 GV3652
 GV3652                          STATION RECOVERY (2001)
 GV3652
 GV3652'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 GV3652'RECOVERED IN GOOD CONDITION.
 GV3652
 GV3652                          STATION RECOVERY (2003)
 GV3652
 GV3652'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV3652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4121 ***********************************************************************
 GV4121  DESIGNATION -  BROAD F
 GV4121  PID         -  GV4121
 GV4121  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4121  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4121
 GV4121                         *CURRENT SURVEY CONTROL
 GV4121  ___________________________________________________________________
 GV4121* NAD 83(1993)-  37 02 33.75767(N)    076 29 32.68558(W)     ADJUSTED  
 GV4121* NAVD 88     -                                                        
 GV4121  ___________________________________________________________________
 GV4121  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 GV4121  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 GV4121
 GV4121  HORZ ORDER  -  THIRD
 GV4121
 GV4121.The horizontal coordinates were established by classical geodetic methods
 GV4121.and adjusted by the National Geodetic Survey in September 1995..
 GV4121
 GV4121
 GV4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4121
 GV4121.The geoid height was determined by GEOID03.
 GV4121
 GV4121;                    North         East     Units Scale Factor Converg.
 GV4121;SPC VA S     - 1,080,621.456 3,678,578.346   MT  0.99996137   +1 13 06.4
 GV4121;SPC VA S     - 3,545,338.89 12,068,802.46   sFT  0.99996137   +1 13 06.4
 GV4121;UTM  18      - 4,100,651.798   367,281.145   MT  0.99981699   -0 53 57.0
 GV4121
 GV4121                          SUPERSEDED SURVEY CONTROL
 GV4121
 GV4121  NAD 83(1986)-  37 02 33.76141(N)    076 29 32.72040(W) AD(       ) 4
 GV4121  NAD 27      -  37 02 33.22700(N)    076 29 33.91100(W) AD(       ) 3
 GV4121
 GV4121.Superseded values are not recommended for survey control.
 GV4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4121.See file dsdata.txt to determine how the superseded data were derived.
 GV4121
 GV4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6728100652(NAD 83)
 GV4121_MARKER: Z = SEE DESCRIPTION
 GV4121_SETTING: 0 = UNSPECIFIED SETTING
 GV4121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4121
 GV4121  HISTORY     - Date     Condition        Report By
 GV4121  HISTORY     - 1909     MONUMENTED       VACF
 GV4121  HISTORY     - 1912     GOOD             CGS
 GV4121  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV4121  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV4121
 GV4121                          STATION DESCRIPTION
 GV4121
 GV4121'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1909
 GV4121'SIGNAL ERECTED BY THE BUREAU OF FISHERIES.  NOT MARKED.
 GV4121
 GV4121                          STATION RECOVERY (1912)
 GV4121
 GV4121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912 (FER)
 GV4121'BOARDS NAILED TO PINE TREES AT THE EDGE OF BLUFF.  NO SURFACE
 GV4121'MARKS.  IN GOOD ORDER.
 GV4121
 GV4121                          STATION RECOVERY (1942)
 GV4121
 GV4121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4121'COULD NOT FIND.  RECOMMEND THIS STATION BE CONSIDERED LOST.
 GV4121
 GV4121                          STATION RECOVERY (1960)
 GV4121
 GV4121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4121'THE STATION COULD NOT BE FOUND AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3073 ***********************************************************************
 FY3073  DESIGNATION -  BROAD RESET
 FY3073  PID         -  FY3073
 FY3073  STATE/COUNTY-  VA/C OF DANVILLE
 FY3073  USGS QUAD   -  DANVILLE (1984)
 FY3073
 FY3073                         *CURRENT SURVEY CONTROL
 FY3073  ___________________________________________________________________
 FY3073* NAD 83(1993)-  36 35 05.79551(N)    079 24 30.25033(W)     ADJUSTED  
 FY3073* NAVD 88     -       164.6    (meters)     540.     (feet)  VERTCON   
 FY3073  ___________________________________________________________________
 FY3073  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 FY3073  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY3073
 FY3073  HORZ ORDER  -  SECOND
 FY3073
 FY3073.The horizontal coordinates were established by classical geodetic methods
 FY3073.and adjusted by the National Geodetic Survey in September 1995..
 FY3073
 FY3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3073
 FY3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3073
 FY3073.The geoid height was determined by GEOID03.
 FY3073
 FY3073;                    North         East     Units Scale Factor Converg.
 FY3073;SPC VA S     - 1,028,313.653 3,418,702.340   MT  1.00003795   -0 33 04.8
 FY3073;SPC VA S     - 3,373,725.71 11,216,192.59   sFT  1.00003795   -0 33 04.8
 FY3073;UTM  17      - 4,050,009.254   642,385.409   MT  0.99984978   +0 56 55.6
 FY3073
 FY3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3073!SPC VA S     -   0.99997919  x   1.00003795  =   1.00001714
 FY3073!UTM  17      -   0.99997919  x   0.99984978  =   0.99982898
 FY3073
 FY3073:                Primary Azimuth Mark                     Grid Az
 FY3073:SPC VA S     -  DANVILLE FIRST BAPTIST CHURCH            107 58 57.3
 FY3073:UTM  17      -  DANVILLE FIRST BAPTIST CHURCH            106 28 56.9
 FY3073
 FY3073|---------------------------------------------------------------------|
 FY3073| PID    Reference Object                     Distance      Geod. Az  |
 FY3073|                                                           dddmmss.s |
 FY3073| FY3079 DANVILLE FIRST BAPTIST CHURCH       APPROX. 0.9 KM 1072552.5 |
 FY3073| DC5049 BROAD RM 3                            6.989 METERS 11347     |
 FY3073| DC5047 BROAD RM 1                            6.780 METERS 12407     |
 FY3073| DC5048 BROAD RM 2                            9.712 METERS 29423     |
 FY3073| DC5050 BROAD RM 4                            8.053 METERS 30123     |
 FY3073|---------------------------------------------------------------------|
 FY3073
 FY3073                          SUPERSEDED SURVEY CONTROL
 FY3073
 FY3073  NAD 83(1986)-  36 35 05.80018(N)    079 24 30.25404(W) AD(       ) 2
 FY3073  NAD 27      -  36 35 05.30294(N)    079 24 31.16547(W) AD(       ) 2
 FY3073  NGVD 29 (07/19/86)  164.8    (m)          541.     (f) VERT ANG       
 FY3073
 FY3073.Superseded values are not recommended for survey control.
 FY3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3073.See file dsdata.txt to determine how the superseded data were derived.
 FY3073
 FY3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4238550009(NAD 83)
 FY3073_MARKER: DS = TRIANGULATION STATION DISK
 FY3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3073
 FY3073  HISTORY     - Date     Condition        Report By
 FY3073  HISTORY     - 1964     MONUMENTED       CGS
 FY3073  HISTORY     - 1969     GOOD             CGS
 FY3073  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FY3073
 FY3073                          STATION DESCRIPTION
 FY3073
 FY3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3073'THE STATION IS LOCATED 2 MILES SOUTHWEST OF THE BUSINESS
 FY3073'DISTRICT OF DANVILLE, SOUTHEAST OF THE INTERSECTION OF BROAD
 FY3073'AND RANDOLPH STREETS AND ON THE EAST SIDE OF BROAD STREET.
 FY3073'
 FY3073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FY3073'AND ALT. 29 IN THE WEST PART OF DANVILLE, GO SOUTH ON U.S.
 FY3073'HIGHWAY ALT. 29 FOR 0.35 MILE TO A T-JUNCTION WITH MEMORIAL
 FY3073'DRIVE AT THE SOUTH END OF THE BRIDGE.  TURN LEFT AND GO
 FY3073'EAST ON MEMORIAL DRIVE FOR 1.2 MILES TO A T-ROAD RIGHT, BROAD
 FY3073'STREET.  TURN RIGHT ON BROAD STREET AND GO 0.35 MILE TO THE
 FY3073'STATION ON THE LEFT JUST AFTER PASSING RANDOLPH STREET.
 FY3073'
 FY3073'THE STATION MARK IS A STANDARD DISK, STAMPED BROAD 1964, SET
 FY3073'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 FY3073'GROUND.  IT IS 134 FEET SOUTHEAST OF THE CENTER LINE OF
 FY3073'RANDOLPH STREET, 34 FEET EAST OF THE CENTER LINE OF BROAD STREET,
 FY3073'6.4 FEET SOUTHWEST OF THE WITNESS POST, 3.4 FEET SOUTHEAST OF
 FY3073'THE SOUTHEAST END OF A SQUARE MANHOLE COVER AND 2 FEET
 FY3073'EAST OF THE EAST CURB.
 FY3073'
 FY3073'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROAD NO 1 1964,
 FY3073'CEMENTED FLUSH IN THE TOP OF THE EAST CURB.  IT IS 32 FEET
 FY3073'EAST OF THE CENTER LINE OF BROAD STREET AND 24 FEET SOUTH OF THE
 FY3073'WITNESS POST.
 FY3073'
 FY3073'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROAD NO 2 1964,
 FY3073'CEMENTED FLUSH IN THE TOP OF THE EAST CURB.  IT IS 32.3 FEET
 FY3073'NORTHWEST OF THE WITNESS POST, 32 FEET EAST OF THE CENTER
 FY3073'LINE OF BROAD STREET.
 FY3073
 FY3073                          STATION RECOVERY (1969)
 FY3073
 FY3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FY3073'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FY3073'TO BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED
 FY3073'THAT THE REFERENCE MARKS BE RELOCATED SO REFERENCE MARKS 3 AND
 FY3073'4 WERE ESTABLISHED AND REFERENCE MARKS 1 AND 2 WERE THEN
 FY3073'DESTROYED.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND IN THE
 FY3073'DIRECTION TO THE REFERENCE MARKS.  SINCE ALL THE CURBING
 FY3073'HAD BEEN REMOVED EXCEPT THE SECTIONS CONTAINING THE REFERENCE
 FY3073'MARKS IT IS PROBABLE THAT THE MARKS HAD BEEN DISTURBED.  THE
 FY3073'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT STATION IS NOW
 FY3073'LOCATED ALONG AN OLD UNUSED SECTION OF BROAD STREET.
 FY3073'
 FY3073'REFERENCE MARK NO. 3 IS 23 FEET SOUTHEAST OF STEEL WITNESS
 FY3073'POST.  THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE
 FY3073'MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROAD
 FY3073'NO 3 1964 1969.
 FY3073'
 FY3073'REFERENCE MARK NO. 4 IS 26 FEET NORTHWEST OF STEEL WITNESS
 FY3073'POST AND 20 FEET NORTHWEST OF A SQUARE, OPEN MAN HOLE.  THE
 FY3073'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT, FLUSH
 FY3073'WITH THE GROUND AND THE DISK IS STAMPED BROAD NO 4 1964 1969.
 FY3073'
 FY3073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANVILLE
 FY3073
 FY3073                          STATION RECOVERY (1972)
 FY3073
 FY3073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FY3073'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN POOR
 FY3073'CONDITION.  MARK HAD BEEN STRUCK BY HEAVY EQUIPMENT AND PART
 FY3073'OF THE DISK WAS GONE.  A NEW STATION MARK WAS SET DIRECTLY
 FY3073'OVER THE UNDERGROUND MARK.  REFERENCE MARKS 3 AND 4 WERE
 FY3073'FOUND IN GOOD CONDITION.  A SMALL DIFFERENCE WAS FOUND IN THE
 FY3073'DISTANCE AND IN THE DIRECTION TO REFERENCE MARK NO. 4.  THE
 FY3073'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 3 WAS CHECKED
 FY3073'AND FOUND TO BE CORRECT.
 FY3073'
 FY3073'THE OBJECTS PREVIOUSLY LISTED AS BAPTIST CHURCH SPIRE AND
 FY3073'UNIDENTIFIED WATER TANK ARE DANVILLE, THIRD AVENUE CHRISTIAN
 FY3073'CHURCH, SPIRE AND DANVILLE MUNICIPAL, WATER TANK RESPECTIVELY.
 FY3073'
 FY3073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4293 ***********************************************************************
 GV4293  DESIGNATION -  BROAD VFC 1930
 GV4293  PID         -  GV4293
 GV4293  STATE/COUNTY-  VA/GLOUCESTER
 GV4293  USGS QUAD   -  ACHILLES (1983)
 GV4293
 GV4293                         *CURRENT SURVEY CONTROL
 GV4293  ___________________________________________________________________
 GV4293* NAD 83(1993)-  37 17 58.31730(N)    076 27 28.02620(W)     ADJUSTED  
 GV4293* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4293  ___________________________________________________________________
 GV4293  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 GV4293  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV4293
 GV4293  HORZ ORDER  -  THIRD
 GV4293
 GV4293.The horizontal coordinates were established by classical geodetic methods
 GV4293.and adjusted by the National Geodetic Survey in September 1995..
 GV4293
 GV4293.The orthometric height was scaled from a topographic map.
 GV4293
 GV4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4293
 GV4293.The geoid height was determined by GEOID03.
 GV4293
 GV4293;                    North         East     Units Scale Factor Converg.
 GV4293;SPC VA S     - 1,109,181.827 3,681,041.545   MT  0.99994610   +1 14 22.1
 GV4293;SPC VA S     - 3,639,040.71 12,076,883.80   sFT  0.99994610   +1 14 22.1
 GV4293;UTM  18      - 4,129,097.475   370,798.847   MT  0.99980563   -0 53 00.6
 GV4293
 GV4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4293!SPC VA S     -   1.00000551  x   0.99994610  =   0.99995161
 GV4293!UTM  18      -   1.00000551  x   0.99980563  =   0.99981114
 GV4293
 GV4293:                Primary Azimuth Mark                     Grid Az
 GV4293:SPC VA S     -  STONEWALL VFC 1930                       006 21 32.7
 GV4293:UTM  18      -  STONEWALL VFC 1930                       008 28 55.4
 GV4293
 GV4293|---------------------------------------------------------------------|
 GV4293| PID    Reference Object                     Distance      Geod. Az  |
 GV4293|                                                           dddmmss.s |
 GV4293| GV4347 STONEWALL VFC 1930                  452.592 METERS 0073554.8 |
 GV4293| GV4313 HEYWARD VFC 1930                    APPROX. 0.6 KM 3005919.0 |
 GV4293| GV4353 WALTER VFC 1930                     481.592 METERS 3255044.5 |
 GV4293|---------------------------------------------------------------------|
 GV4293
 GV4293                          SUPERSEDED SURVEY CONTROL
 GV4293
 GV4293  NAD 83(1993)-  37 17 58.31810(N)    076 27 28.03334(W) AD(       ) 3
 GV4293  NAD 83(1986)-  37 17 58.32848(N)    076 27 28.05982(W) AD(       ) 3
 GV4293  NAD 27      -  37 17 57.83700(N)    076 27 29.21600(W) AD(       ) 3
 GV4293
 GV4293.Superseded values are not recommended for survey control.
 GV4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4293.See file dsdata.txt to determine how the superseded data were derived.
 GV4293
 GV4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7079929097(NAD 83)
 GV4293_MARKER: Z = SEE DESCRIPTION
 GV4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4293+STABILITY: SURFACE MOTION
 GV4293
 GV4293  HISTORY     - Date     Condition        Report By
 GV4293  HISTORY     - 1930     MONUMENTED       VACF
 GV4293  HISTORY     - 1944     GOOD             CGS
 GV4293  HISTORY     - 1952     GOOD             CGS
 GV4293  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4293
 GV4293                          STATION DESCRIPTION
 GV4293
 GV4293'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4293'STATION IS LOCATED ON BROAD MARSH, SEVERN RIVER, ABOUT 20
 GV4293'YARDS FROM SHORE LINE NE.
 GV4293'
 GV4293'STATION IS MARKED BY 1-INCH GALVANIZED-IRON PIPE, EXTENDING
 GV4293'ABOUT 8 INCHES OUT OF CONCRETE BLOCK SET NEARLY FLUSH WITH
 GV4293'SURFACE OF MARSH.
 GV4293
 GV4293                          STATION RECOVERY (1944)
 GV4293
 GV4293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4293'STATION RECOVERED IN GOOD CONDITION.  MARK IS SET IN FIRM
 GV4293'MARSH WHICH IS COVERED AT HIGH WATER, AND PIPE SHOWS ABOVE
 GV4293'THE MARSH GRASS AND IS EASILY FOUND.
 GV4293
 GV4293                          STATION RECOVERY (1952)
 GV4293
 GV4293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4293'STATION RECOVERED IN GOOD CONDITION JUST INSHORE OF GROUNDED
 GV4293'LANDING BARGE.  THE ORIGINAL RECOVERY NOTE USED WITH THE 1944
 GV4293'RECOVERY NOTE IS CONSIDERED ADEQUATE FOR FUTURE RECOVERY.
 GV4293
 GV4293                          STATION RECOVERY (2002)
 GV4293
 GV4293'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9013 ***********************************************************************
 HV9013  DESIGNATION -  BROADRUN
 HV9013  PID         -  HV9013
 HV9013  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9013  USGS QUAD   -  GAINESVILLE (1994)
 HV9013
 HV9013                         *CURRENT SURVEY CONTROL
 HV9013  ___________________________________________________________________
 HV9013* NAD 83(1993)-  38 46 32.03949(N)    077 35 44.60439(W)     ADJUSTED  
 HV9013* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 HV9013  ___________________________________________________________________
 HV9013  X           -   1,069,534.540 (meters)                     COMP
 HV9013  Y           -  -4,862,791.398 (meters)                     COMP
 HV9013  Z           -   3,972,965.020 (meters)                     COMP
 HV9013  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 HV9013  ELLIP HEIGHT-          66.00  (meters)          (06/04/02) GPS OBS
 HV9013  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV9013
 HV9013  HORZ ORDER  -  SECOND
 HV9013  ELLP ORDER  -  FOURTH    CLASS II
 HV9013
 HV9013.The horizontal coordinates were established by GPS observations
 HV9013.and adjusted by the National Geodetic Survey in November 1994..
 HV9013
 HV9013.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9013
 HV9013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9013
 HV9013.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9013
 HV9013.The ellipsoidal height was determined by GPS observations
 HV9013.and is referenced to NAD 83.
 HV9013
 HV9013.The geoid height was determined by GEOID03.
 HV9013
 HV9013;                    North         East     Units Scale Factor Converg.
 HV9013;SPC VA N     - 2,123,474.106 3,578,576.063   MT  0.99995218   +0 33 51.8
 HV9013;SPC VA N     - 6,966,764.63 11,740,711.63   sFT  0.99995218   +0 33 51.8
 HV9013;UTM  18      - 4,295,071.573   274,506.612   MT  1.00022618   -1 37 34.7
 HV9013
 HV9013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9013!SPC VA N     -   0.99998964  x   0.99995218  =   0.99994183
 HV9013!UTM  18      -   0.99998964  x   1.00022618  =   1.00021582
 HV9013
 HV9013                          SUPERSEDED SURVEY CONTROL
 HV9013
 HV9013  ELLIP H (11/14/94)   65.95   (m)                       GP(       ) 4 2
 HV9013  NAD 83(1993)-  38 46 32.03957(N)    077 35 44.61548(W) AD(       ) 2
 HV9013  ELLIP H (01/27/92)   65.40   (m)                       GP(       ) 4 1
 HV9013  NAD 83(1986)-  38 46 32.04110(N)    077 35 44.61620(W) AD(       ) 2
 HV9013  NGVD 29 (01/20/89)   98.3    (m)          323.     (f) GPS OBS        
 HV9013
 HV9013.Superseded values are not recommended for survey control.
 HV9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9013.See file dsdata.txt to determine how the superseded data were derived.
 HV9013
 HV9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7450795072(NAD 83)
 HV9013_MARKER: A = ALUMINUM MARKER
 HV9013_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9013_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9013+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 HV9013
 HV9013  HISTORY     - Date     Condition        Report By
 HV9013  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9013  HISTORY     - 20051014 GOOD             ENGGRO
 HV9013
 HV9013                          STATION DESCRIPTION
 HV9013
 HV9013'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9013'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9013'
 HV9013'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 29, LEE HIGHWAY
 HV9013'AND STATE ROUTE 619 LINTON HALL ROAD, PROCEED SOUTHEAST ON ROUTE 619
 HV9013'FOR 1.7 MILES TO A GRAVEL EASEMENT ROAD ON THE LEFT JUST BEFORE 8219
 HV9013'LINTON HALL ROAD. TURN ONTO EASEMENT ROAD AND STATION IS ABOUT 200
 HV9013'FEET ON THE RIGHT.
 HV9013'
 HV9013'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9013'AND IS STAMPED---23 BROADRUN 1986---. THE STATION IS 46.61 FEET EAST
 HV9013'OF POWER POLE 55-7-26, 109.59 FEET NORTHEAST OF A DRILL HOLE IN A
 HV9013'BOULDER, 12.45 FEET SOUTHEAST OF THE CENTER OF THE EASEMENT ROAD.
 HV9013'
 HV9013'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9013'GROUND AND IS STAMPED---23 BROADRUN AZIMUTH 1986---.
 HV9013'
 HV9013'THE AZIMUTH MARK IS SOUTHWEST OF STATION 0.25 MILE ALONG THE EASEMENT
 HV9013'ROAD, 12.50 FEET SOUTHEAST OF THE CENTER OF THE EASEMENT ROAD, 5.40
 HV9013'FEET NORTHWEST OF A WOODEN RAIL FENCE POST, 63.10 FEET SOUTHWEST OF A
 HV9013'POWER POLE. THE DISTANCE FROM THE AZIMUTH MARK TO THE STATION IS 348.0
 HV9013'METERS.
 HV9013
 HV9013                          STATION RECOVERY (2005)
 HV9013
 HV9013'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BMT)
 HV9013'RECOVERED IN GOOD CONDITION.  OLD DESCRIPTION IS INADEQUATE.  THE
 HV9013'STATION IS 60.25 FEET NORTHEAST OF A WOODEN POWER POLE 371-24-2-021,
 HV9013'48 FEET EAST OF A METAL POWER POLE 371-24-26, 63.3 FEET NORTH OF A
 HV9013'LONE 15 INCH CEDAR TREE IN THE FRONT YARD OF 8219 LINTON HALL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5504 ***********************************************************************
 HV5504  DESIGNATION -  BROCK
 HV5504  PID         -  HV5504
 HV5504  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV5504  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV5504
 HV5504                         *CURRENT SURVEY CONTROL
 HV5504  ___________________________________________________________________
 HV5504* NAD 83(1993)-  38 18 04.41151(N)    077 42 30.96971(W)     ADJUSTED  
 HV5504* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 HV5504  ___________________________________________________________________
 HV5504  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 HV5504  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV5504
 HV5504  HORZ ORDER  -  SECOND
 HV5504
 HV5504.The horizontal coordinates were established by classical geodetic methods
 HV5504.and adjusted by the National Geodetic Survey in November 1994..
 HV5504
 HV5504.The orthometric height was scaled from a topographic map.
 HV5504
 HV5504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5504
 HV5504.The geoid height was determined by GEOID03.
 HV5504
 HV5504;                    North         East     Units Scale Factor Converg.
 HV5504;SPC VA N     - 2,070,732.959 3,569,221.703   MT  0.99996353   +0 29 38.1
 HV5504;SPC VA N     - 6,793,729.72 11,710,021.54   sFT  0.99996353   +0 29 38.1
 HV5504;UTM  18      - 4,242,708.841   263,147.300   MT  1.00029094   -1 40 46.4
 HV5504
 HV5504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5504!SPC VA N     -   0.99998393  x   0.99996353  =   0.99994746
 HV5504!UTM  18      -   0.99998393  x   1.00029094  =   1.00027486
 HV5504
 HV5504|---------------------------------------------------------------------|
 HV5504| PID    Reference Object                     Distance      Geod. Az  |
 HV5504|                                                           dddmmss.s |
 HV5504| DC6737 BROCK RM 1                           25.155 METERS 01457     |
 HV5504| HV5513 SPOTSYLVANIA FIRE TOWER             APPROX. 9.9 KM 1880828.3 |
 HV5504| HV5527 LOCUST                              APPROX. 7.5 KM 2624013.4 |
 HV5504| HV3445 TT 5 D USGS                          38.496 METERS 28456     |
 HV5504|---------------------------------------------------------------------|
 HV5504
 HV5504                          SUPERSEDED SURVEY CONTROL
 HV5504
 HV5504  NAD 83(1986)-  38 18 04.41526(N)    077 42 30.98266(W) AD(       ) 2
 HV5504  NAD 27      -  38 18 03.94500(N)    077 42 32.01700(W) AD(       ) 2
 HV5504
 HV5504.Superseded values are not recommended for survey control.
 HV5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5504.See file dsdata.txt to determine how the superseded data were derived.
 HV5504
 HV5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6314742709(NAD 83)
 HV5504_MARKER: DS = TRIANGULATION STATION DISK
 HV5504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5504+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 HV5504
 HV5504  HISTORY     - Date     Condition        Report By
 HV5504  HISTORY     - 1942     MONUMENTED       CGS
 HV5504  HISTORY     - 1964     GOOD             CGS
 HV5504  HISTORY     - 19950219 GOOD             USPSQD
 HV5504  HISTORY     - 19981112 GOOD             USPSQD
 HV5504  HISTORY     - 20000913 GOOD             GEOMET
 HV5504
 HV5504                          STATION DESCRIPTION
 HV5504
 HV5504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5504'STATION IS ABOUT 9.5 MILES NW OF SPOTSYLVANIA, 20 MILES SE
 HV5504'OF CULPEPER, AND 15 MILES W OF FREDERICKSBURG, ON MILITARY
 HV5504'PARK PROPERTY.  IT IS 33 FEET E OF A TRIANGULAR BLAZED 12-INCH
 HV5504'OAK TREE, AND 92 FEET ESE OF THE JUNCTION OF STATE HIGHWAY 210
 HV5504'AND COUNTY ROAD 621.  DISK IS STAMPED BROCK 1942, AND PROJECTS
 HV5504'4 INCHES.
 HV5504'
 HV5504'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 HV5504'BRONZE DISKS SET IN CONCRETE.
 HV5504'
 HV5504'REFERENCE MARK NO. 1 IS N OF THE STATION, 22 FEET SE OF THE
 HV5504'CENTER OF COUNTY ROAD 621.  DISK IS STAMPED BROCK NO. 1 1942,
 HV5504'AND PROJECTS 4 INCHES.
 HV5504'
 HV5504'U.S. GEOLOGICAL SURVEY BENCH MARK NO. TT-5-D, 1931 (REFERENCE
 HV5504'MARK NO. 2) IS WNW OF THE STATION, 35 FEET W OF THE JUNCTION
 HV5504'OF STATE HIGHWAY 210 AND COUNTY ROAD 621, AND 44 FEET E OF THE
 HV5504'CENTER OF A SMALL SHED OVER RELIEF MAP OF MILITARY PARK.  IT IS
 HV5504'A STANDARD U.S.G.S. BENCH MARK DISK SET IN A 6- BY 6-INCH
 HV5504'CONCRETE POST AND PROJECTS 2 INCHES.  DISK IS STAMPED TT-5-D
 HV5504'1931, ELEVATION 143 FEET.
 HV5504'
 HV5504'NO AZIMUTH MARK WAS SET AT THIS STATION.
 HV5504'
 HV5504'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 HV5504'HIGHWAY 3 IN FREDERICKSBURG, GO W ON STATE HIGHWAY 3 FOR 14.5
 HV5504'MILES TO THE JUNCTION OF STATE HIGHWAY 210, LEFT, TURN LEFT AND
 HV5504'S ON STATE HIGHWAY 210 FOR 1.55 MILES TO CROSSROADS AND STATION
 HV5504'AS DESCRIBED ON THE LEFT.
 HV5504'
 HV5504'NOTE.--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HV5504
 HV5504                          STATION RECOVERY (1964)
 HV5504
 HV5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5504'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 HV5504'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5504'EXCEPT STATE HIGHWAY 210 IS NOW STATE HIGHWAY 613, THE SMALL SHED
 HV5504'OVER THE RELIEF MAP OF MILITARY PARK IS GONE AND THE ELEVATION
 HV5504'OF TT 5 D (USGS) IS 442 FEET.
 HV5504
 HV5504                          STATION RECOVERY (1995)
 HV5504
 HV5504'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV5504'RECOVERED IN GOOD CONDITION.
 HV5504
 HV5504                          STATION RECOVERY (1998)
 HV5504
 HV5504'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5504'RECOVERED IN GOOD CONDITION.
 HV5504
 HV5504                          STATION RECOVERY (2000)
 HV5504
 HV5504'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV5504'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4492 ***********************************************************************
 JV4492  DESIGNATION -  BROCK
 JV4492  PID         -  JV4492
 JV4492  STATE/COUNTY-  VA/FAIRFAX
 JV4492  USGS QUAD   -  SENECA (1994)
 JV4492
 JV4492                         *CURRENT SURVEY CONTROL
 JV4492  ___________________________________________________________________
 JV4492* NAD 83(1993)-  39 02 02.25429(N)    077 21 06.23534(W)     ADJUSTED  
 JV4492* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 JV4492  ___________________________________________________________________
 JV4492  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 JV4492  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JV4492
 JV4492  HORZ ORDER  -  THIRD
 JV4492
 JV4492.The horizontal coordinates were established by classical geodetic methods
 JV4492.and adjusted by the National Geodetic Survey in November 1994..
 JV4492
 JV4492.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4492
 JV4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4492
 JV4492.The geoid height was determined by GEOID03.
 JV4492
 JV4492;                    North         East     Units Scale Factor Converg.
 JV4492;SPC VA N     - 2,152,392.930 3,599,417.655   MT  0.99997475   +0 42 60.0
 JV4492;SPC VA N     - 7,061,642.47 11,809,089.42   sFT  0.99997475   +0 42 60.0
 JV4492;SPC MD       -   151,834.742   369,546.776   MT  0.99995365   -0 13 14.7
 JV4492;SPC MD       -   498,144.48  1,212,421.38   sFT  0.99995365   -0 13 14.7
 JV4492;UTM  18      - 4,323,176.856   296,444.834   MT  1.00011023   -1 28 53.7
 JV4492
 JV4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4492!SPC VA N     -   0.99999018  x   0.99997475  =   0.99996493
 JV4492!SPC MD       -   0.99999018  x   0.99995365  =   0.99994383
 JV4492!UTM  18      -   0.99999018  x   1.00011023  =   1.00010041
 JV4492
 JV4492|---------------------------------------------------------------------|
 JV4492| PID    Reference Object                     Distance      Geod. Az  |
 JV4492|                                                           dddmmss.s |
 JV4492| CJ8152 BROCK RM 1                           16.066 METERS 09456     |
 JV4492| CJ8151 BROCK AZ MK                                        2782125.1 |
 JV4492| CJ8153 BROCK RM 2                           15.484 METERS 28012     |
 JV4492|---------------------------------------------------------------------|
 JV4492
 JV4492                          SUPERSEDED SURVEY CONTROL
 JV4492
 JV4492  NAD 83(1993)-  39 02 02.25402(N)    077 21 06.23667(W) AD(       ) 3
 JV4492  NAD 83(1986)-  39 02 02.25390(N)    077 21 06.24752(W) AD(       ) 3
 JV4492  NAD 27      -  39 02 01.86181(N)    077 21 07.29453(W) AD(       ) 3
 JV4492  NGVD 29 (01/12/90)   95.     (m)          312.     (f) VERT ANG       
 JV4492
 JV4492.Superseded values are not recommended for survey control.
 JV4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4492.See file dsdata.txt to determine how the superseded data were derived.
 JV4492
 JV4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9644523177(NAD 83)
 JV4492_MARKER: DS = TRIANGULATION STATION DISK
 JV4492_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JV4492_STAMPING: BROCK 1954
 JV4492_MARK LOGO: CGS   
 JV4492_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4492
 JV4492  HISTORY     - Date     Condition        Report By
 JV4492  HISTORY     - 1954     MONUMENTED       CGS
 JV4492  HISTORY     - 19830627 SEE DESCRIPTION  NGS
 JV4492  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 JV4492
 JV4492                          STATION DESCRIPTION
 JV4492
 JV4492'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JV4492'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF DRANESVILLE AND
 JV4492'4-3/4 MILES NORTHEAST OF HERNDON ON THE PROPERTY OF MR. SABLE H.
 JV4492'BROCKMAN.  IT IS A SUPPLEMENTAL STATION TO DETERMINE THE
 JV4492'FAIRFAX-LOUDOUN COUNTY LINE.  IT IS 42 FEET SOUTH OF STATE HIGHWAY
 JV4492'603 AND 3 FEET SOUTH OF A FENCE ALONG THE SOUTH SIDE OF THE
 JV4492'HIGHWAY.  THE MARK IS 18 INCHES UNDERGROUND AND THE DISK IS
 JV4492'STAMPED BROCK 1954.
 JV4492'
 JV4492'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF STATE HIGHWAY 603 AND 1
 JV4492'FOOT SOUTH OF THE FENCE LINE ALONG THE SOUTH SIDE OF THE HIGHWAY.
 JV4492'THE MARK IS FLUSH AND THE DISK IS STAMPED BROCK NO 1 1954.
 JV4492'
 JV4492'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF STATE HIGHWAY 603 AND
 JV4492'IS ON THE FENCE LINE ALONG THE SOUTH SIDE OF THE HIGHWAY.  THE MARK
 JV4492'IS FLUSH AND THE DISK IS STAMPED BROCK NO 2 1954.
 JV4492'
 JV4492'AZIMUTH MARK IS 11 FEET NORTH OF STATE HIGHWAY 603, 22 FEET NORTH
 JV4492'OF THE FENCE LINE ALONG THE SOUTH SIDE OF THE HIGHWAY, AND 9 FEET
 JV4492'SOUTHEAST OF AN 8 INCH WHITE OAK TREE.  THE MARK IS FLUSH AND THE
 JV4492'DISK IS STAMPED BROCK 1954.
 JV4492'
 JV4492'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 602
 JV4492'AT THE MAIN ROAD INTERSECTION AT DRANESVILLE, GO NORTH ON HIGHWAY
 JV4492'602 FOR 2.3 MILES TO A CROSSROAD (HIGHWAY 603).  TURN LEFT AND GO
 JV4492'WEST ON HIGHWAY 603 FOR 0.6 MILE TO STATION ON THE LEFT INSIDE THE
 JV4492'FENCE LINE AS DESCRIBED.
 JV4492'
 JV4492'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.2 MILE ON
 JV4492'STATE HIGHWAY 603 TO THE MARK ON THE RIGHT AS DESCRIBED.
 JV4492'
 JV4492'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JV4492
 JV4492                          STATION RECOVERY (1983)
 JV4492
 JV4492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JV4492'THE STATION MARK, AZIMUTH MARK AND THE FAIRFAX LOUDOUN COUNTY BOUNDRY
 JV4492'MARK WERE RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARKS WERE
 JV4492'FOUND DESTROYED.  THE STATION MARK, AZIMUTH MARK AND BOUNDRY MARK WILL
 JV4492'BE DESTROYED IN THE NEAR FUTURE BY HOUSING DEVELOPMENT.  STATION NALLS
 JV4492'WAS ESTABLISHED TO REPLACE STATION BROCK 1954.
 JV4492
 JV4492                          STATION RECOVERY (1997)
 JV4492
 JV4492'RECOVERY NOTE BY US POWER SQUADRON 1997
 JV4492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0167 ***********************************************************************
 FY0167  DESIGNATION -  BRODNAX
 FY0167  PID         -  FY0167
 FY0167  STATE/COUNTY-  VA/MECKLENBURG
 FY0167  USGS QUAD   -  LA CROSSE (1981)
 FY0167
 FY0167                         *CURRENT SURVEY CONTROL
 FY0167  ___________________________________________________________________
 FY0167* NAD 83(1993)-  36 42 17.19214(N)    078 02 59.87334(W)     ADJUSTED  
 FY0167* NAVD 88     -       126.405  (meters)     414.71   (feet)  ADJUSTED  
 FY0167  ___________________________________________________________________
 FY0167  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FY0167  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FY0167  DYNAMIC HT  -         126.307 (meters)     414.39  (feet)  COMP
 FY0167  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 FY0167
 FY0167  HORZ ORDER  -  SECOND
 FY0167  VERT ORDER  -  SECOND    CLASS 0
 FY0167
 FY0167.The horizontal coordinates were established by classical geodetic methods
 FY0167.and adjusted by the National Geodetic Survey in September 1995..
 FY0167
 FY0167.The orthometric height was determined by differential leveling
 FY0167.and adjusted by the National Geodetic Survey in June 1991..
 FY0167
 FY0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0167
 FY0167.The geoid height was determined by GEOID03.
 FY0167
 FY0167.The dynamic height is computed by dividing the NAVD 88
 FY0167.geopotential number by the normal gravity value computed on the
 FY0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0167.degrees latitude (g = 980.6199 gals.).
 FY0167
 FY0167.The modeled gravity was interpolated from observed gravity values.
 FY0167
 FY0167;                    North         East     Units Scale Factor Converg.
 FY0167;SPC VA S     - 1,041,316.602 3,540,213.045   MT  1.00001181   +0 16 23.3
 FY0167;SPC VA S     - 3,416,386.22 11,614,848.97   sFT  1.00001181   +0 16 23.3
 FY0167;UTM  17      - 4,066,179.926   763,527.367   MT  1.00045567   +1 45 51.2
 FY0167;UTM  18      - 4,066,459.622   227,543.508   MT  1.00051464   -1 49 26.6
 FY0167
 FY0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0167!SPC VA S     -   0.99998532  x   1.00001181  =   0.99999713
 FY0167!UTM  17      -   0.99998532  x   1.00045567  =   1.00044099
 FY0167!UTM  18      -   0.99998532  x   1.00051464  =   1.00049995
 FY0167
 FY0167|---------------------------------------------------------------------|
 FY0167| PID    Reference Object                     Distance      Geod. Az  |
 FY0167|                                                           dddmmss.s |
 FY0167| FY0166 BRODNAX RM 1                         27.993 METERS 11249     |
 FY0167| FY2509 LACROSSE MUNICIPAL TANK             APPROX. 4.0 KM 2575743.8 |
 FY0167|---------------------------------------------------------------------|
 FY0167
 FY0167                          SUPERSEDED SURVEY CONTROL
 FY0167
 FY0167  NAD 83(1986)-  36 42 17.18967(N)    078 02 59.88522(W) AD(       ) 2
 FY0167  NAD 27      -  36 42 16.68095(N)    078 03 00.89997(W) AD(       ) 2
 FY0167  NGVD 29 (??/??/92)  126.713  (m)          415.72   (f) ADJ UNCH    2 0
 FY0167
 FY0167.Superseded values are not recommended for survey control.
 FY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0167.See file dsdata.txt to determine how the superseded data were derived.
 FY0167
 FY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6352766180(NAD 83)
 FY0167_MARKER: DE = TRAVERSE STATION DISK
 FY0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0167_STAMPING: BRODNAX 1966
 FY0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0167+STABILITY: SURFACE MOTION
 FY0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0167+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 FY0167
 FY0167  HISTORY     - Date     Condition        Report By
 FY0167  HISTORY     - 1966     MONUMENTED       CGS
 FY0167  HISTORY     - 1966     GOOD             CGS
 FY0167  HISTORY     - 1990     GOOD             VADHT
 FY0167  HISTORY     - 20010405 GOOD             VADOT
 FY0167  HISTORY     - 20051201 GOOD             USPSQD
 FY0167
 FY0167                          STATION DESCRIPTION
 FY0167
 FY0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY0167'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SOUTH HILL,
 FY0167'2 MILES EAST OF LA CROSSE AND 0.75 MILE WEST OF BRODNAX.  THE
 FY0167'PROPERTY IS OWNED BY MRS. C.W. PENTON.
 FY0167'
 FY0167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58 AND
 FY0167'COUNTY ROAD 659 IN BRODNAX, GO WESTERLY ON U.S. HIGHWAY 58
 FY0167'FOR 0.95 MILE TO COUNTY ROAD 626 ON THE LEFT AND A FARM LANE
 FY0167'ON THE RIGHT, TURN RIGHT ON FARM LANE AND GO 0.05 MILE TO
 FY0167'THE NORTH EDGE OF BARN YARD AND THE STATION.
 FY0167'
 FY0167'THE STATION MARK IS 330 FEET NORTH OF THE CENTERLINE OF U.S.
 FY0167'HIGHWAY 58, 186 FEET NORTHEAST OF THE HOUSE AND 10.2 FEET
 FY0167'SOUTHEAST OF A WIRE FENCE AND METAL WITNESS POST.  THE MARK
 FY0167'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FY0167'PROJECTING 2 INCHES AND STAMPED BRODNAX 1966.
 FY0167'
 FY0167'REFERENCE MARK NO. 1 IS 84 FEET NORTHEAST OF A SMALL BRICK
 FY0167'BUILDING AND 2 FEET NORTHWEST OF A BOARD FENCE.  THE MARK IS A
 FY0167'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 FY0167'2 INCHES AND STAMPED BRODNAX NO 1 1966.
 FY0167'
 FY0167'NO PLACE SUITABLE TO SET A AZIMUTH MARK.
 FY0167'
 FY0167'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 FY0167
 FY0167                          STATION RECOVERY (1966)
 FY0167
 FY0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FY0167'1 MI W FROM BRODNAX.
 FY0167'1.0 MILE WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0167'BRODNAX TO COUNTY ROAD 626 LEADING SOUTH, THENCE, NORTH ALONG
 FY0167'A DRIVEWAY 0.05 MILE, 330 FEET NORTH OF THE CENTERLINE OF
 FY0167'HIGHWAY, 91.84 FEET NORTHWEST OF RM 1, 186 FEET NORTHEAST OF A
 FY0167'FARM HOUSE, 10.2 FEET SOUTHEAST OF A WIRE FENCE, 10.0 FEET
 FY0167'SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 FY0167'POST PROJECTING 2-INCHES AND IS ABOUT 3 FEET ABOVE THE LEVEL
 FY0167'OF THE HIGHWAY.
 FY0167
 FY0167                          STATION RECOVERY (1990)
 FY0167
 FY0167'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 FY0167'RECOVERED IN GOOD CONDITION.
 FY0167
 FY0167                          STATION RECOVERY (2001)
 FY0167
 FY0167'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (JCA)
 FY0167'STATION IS ONE(1) MILE WEST OF BRODNAX POST OFFICE ALONG RTE. 58. TURN
 FY0167'RIGHT ON PRIVATE DRIVE LEADING NORTH. 135' EAST OF TWO STORY FARM
 FY0167'HOUSE. 125' NORTHEAST OF SMALL BRICK BUILDING. 64' EAST OF POWER POLE
 FY0167'NUMBER SM94. RECOVERED IN GOOD CONDITION.
 FY0167
 FY0167                          STATION RECOVERY (2005)
 FY0167
 FY0167'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2508 ***********************************************************************
 FY2508  DESIGNATION -  BRODNAX MUNICIPAL TANK
 FY2508  PID         -  FY2508
 FY2508  STATE/COUNTY-  VA/MECKLENBURG
 FY2508  USGS QUAD   -  LA CROSSE (1981)
 FY2508
 FY2508                         *CURRENT SURVEY CONTROL
 FY2508  ___________________________________________________________________
 FY2508* NAD 83(1993)-  36 42 19.12420(N)    078 02 11.94729(W)     ADJUSTED  
 FY2508* NAVD 88     -                                                        
 FY2508  ___________________________________________________________________
 FY2508  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 FY2508  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FY2508
 FY2508  HORZ ORDER  -  THIRD
 FY2508
 FY2508.The horizontal coordinates were established by classical geodetic methods
 FY2508.and adjusted by the National Geodetic Survey in September 1995..
 FY2508
 FY2508
 FY2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2508
 FY2508.The geoid height was determined by GEOID03.
 FY2508
 FY2508;                    North         East     Units Scale Factor Converg.
 FY2508;SPC VA S     - 1,041,381.913 3,541,402.312   MT  1.00001170   +0 16 52.4
 FY2508;SPC VA S     - 3,416,600.49 11,618,750.75   sFT  1.00001170   +0 16 52.4
 FY2508;UTM  17      - 4,066,276.204   764,715.063   MT  1.00046340   +1 46 20.0
 FY2508;UTM  18      - 4,066,481.378   228,734.963   MT  1.00050666   -1 48 58.0
 FY2508
 FY2508                          SUPERSEDED SURVEY CONTROL
 FY2508
 FY2508  NAD 83(1986)-  36 42 19.12198(N)    078 02 11.95754(W) AD(       ) 4
 FY2508  NAD 27      -  36 42 18.60863(N)    078 02 12.99580(W) AD(       ) 3
 FY2508
 FY2508.Superseded values are not recommended for survey control.
 FY2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2508.See file dsdata.txt to determine how the superseded data were derived.
 FY2508
 FY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6471566276(NAD 83)
 FY2508_MARKER: 53 = ELEVATED TANK
 FY2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2508+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 FY2508
 FY2508  HISTORY     - Date     Condition        Report By
 FY2508  HISTORY     - 1959     FIRST OBSERVED   CGS
 FY2508  HISTORY     - 1959     GOOD             CGS
 FY2508  HISTORY     - 20040605 GOOD             USPSQD
 FY2508
 FY2508                          STATION DESCRIPTION
 FY2508
 FY2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FY2508'THE STATION IS LOCATED 0.2 MILE WEST OF BRODNAX ON U.S. HIGHWAY 58.
 FY2508'
 FY2508'IT IS A 4-LEGGED STEEL STRUCTURE.  SILVER IN COLOR.  AND
 FY2508'HAS BRODNAX VIRGINIA WRITTEN IN BLACK LETTER IN THE APPROXIMATE
 FY2508'CENTER OF THE TANK.  THE TANK IS OVAL SHAPED, 125 FEET IN
 FY2508'HEIGHT, AND IS OWNED BY THE CITY.
 FY2508'
 FY2508'A SMALL SILVER BALL ON TOP OF THE TANK WAS INTERSECTED.
 FY2508
 FY2508                          STATION RECOVERY (1959)
 FY2508
 FY2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELH)
 FY2508'THE STATION IS THE BALL ATOP THE 110 FOOT STEEL TANK PAINTED
 FY2508'SILVER AND MOUNTED ON 4 STEEL LEGS.  LOCATED 0.2 MILE WEST
 FY2508'OF BRODNAX.
 FY2508'
 FY2508'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FY2508'AND COUNTY ROAD 659 IN BRODNAX, GO WEST ON U.S. HIGHWAY 58
 FY2508'FOR 0.2 MILE TO THE TANK ON THE LEFT.  THE TANK WAS CUT-IN
 FY2508'IN 1959 BUT NO DESCRIPTION WAS AVAILABLE.
 FY2508
 FY2508                          STATION RECOVERY (2004)
 FY2508
 FY2508'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 FY2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0166 ***********************************************************************
 FY0166  DESIGNATION -  BRODNAX RM 1
 FY0166  PID         -  FY0166
 FY0166  STATE/COUNTY-  VA/MECKLENBURG
 FY0166  USGS QUAD   -  LA CROSSE (1981)
 FY0166
 FY0166                         *CURRENT SURVEY CONTROL
 FY0166  ___________________________________________________________________
 FY0166* NAD 83(1986)-  36 42 17.     (N)    078 02 59.     (W)     SCALED    
 FY0166* NAVD 88     -       126.430  (meters)     414.80   (feet)  ADJUSTED  
 FY0166  ___________________________________________________________________
 FY0166  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FY0166  DYNAMIC HT  -         126.332 (meters)     414.47  (feet)  COMP
 FY0166  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 FY0166
 FY0166  VERT ORDER  -  SECOND    CLASS 0
 FY0166
 FY0166.The horizontal coordinates were scaled from a topographic map and have
 FY0166.an estimated accuracy of +/- 6 seconds.
 FY0166
 FY0166.The orthometric height was determined by differential leveling
 FY0166.and adjusted by the National Geodetic Survey in June 1991..
 FY0166
 FY0166.The geoid height was determined by GEOID03.
 FY0166
 FY0166.The dynamic height is computed by dividing the NAVD 88
 FY0166.geopotential number by the normal gravity value computed on the
 FY0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0166.degrees latitude (g = 980.6199 gals.).
 FY0166
 FY0166.The modeled gravity was interpolated from observed gravity values.
 FY0166
 FY0166;                    North         East    Units  Estimated Accuracy
 FY0166;SPC VA S     - 1,041,310.    3,540,240.      MT  (+/- 180 meters Scaled)
 FY0166
 FY0166                          SUPERSEDED SURVEY CONTROL
 FY0166
 FY0166  NGVD 29 (??/??/92)  126.739  (m)          415.81   (f) ADJ UNCH    2 0
 FY0166
 FY0166.Superseded values are not recommended for survey control.
 FY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0166.See file dsdata.txt to determine how the superseded data were derived.
 FY0166
 FY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA635661(NAD 83)
 FY0166_MARKER: DR = REFERENCE MARK DISK
 FY0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0166_STAMPING: BRODNAX NO 1 1966
 FY0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0166+STABILITY: SURFACE MOTION
 FY0166
 FY0166  HISTORY     - Date     Condition        Report By
 FY0166  HISTORY     - 1966     MONUMENTED       CGS
 FY0166  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0166
 FY0166                          STATION DESCRIPTION
 FY0166
 FY0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0166'1 MI W FROM BRODNAX.
 FY0166'AT THE BRODNAX STATION SITE-- 91.84 FEET SOUTHEAST OF THE
 FY0166'STATION MARK, 84 FEET NORTHEAST OF A SMALL BRICK BUILDING, 2.0
 FY0166'FEET NORTHWEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE
 FY0166'POST PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE STATION
 FY0166'MARK.
 FY0166
 FY0166                          STATION RECOVERY (2005)
 FY0166
 FY0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0166'AREA CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9014 ***********************************************************************
 HV9014  DESIGNATION -  BROOKFIELD
 HV9014  PID         -  HV9014
 HV9014  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9014  USGS QUAD   -  NOKESVILLE (1994)
 HV9014
 HV9014                         *CURRENT SURVEY CONTROL
 HV9014  ___________________________________________________________________
 HV9014* NAD 83(1993)-  38 40 20.88065(N)    077 33 47.91345(W)     ADJUSTED  
 HV9014* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 HV9014  ___________________________________________________________________
 HV9014  X           -   1,073,821.527 (meters)                     COMP
 HV9014  Y           -  -4,869,150.923 (meters)                     COMP
 HV9014  Z           -   3,964,014.165 (meters)                     COMP
 HV9014  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 HV9014  ELLIP HEIGHT-          31.36  (meters)          (06/04/02) GPS OBS
 HV9014  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV9014
 HV9014  HORZ ORDER  -  SECOND
 HV9014  ELLP ORDER  -  FOURTH    CLASS II
 HV9014
 HV9014.The horizontal coordinates were established by GPS observations
 HV9014.and adjusted by the National Geodetic Survey in November 1994..
 HV9014
 HV9014.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9014
 HV9014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9014
 HV9014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9014
 HV9014.The ellipsoidal height was determined by GPS observations
 HV9014.and is referenced to NAD 83.
 HV9014
 HV9014.The geoid height was determined by GEOID03.
 HV9014
 HV9014;                    North         East     Units Scale Factor Converg.
 HV9014;SPC VA N     - 2,112,058.395 3,581,509.327   MT  0.99994884   +0 35 04.6
 HV9014;SPC VA N     - 6,929,311.58 11,750,335.18   sFT  0.99994884   +0 35 04.6
 HV9014;UTM  18      - 4,283,549.061   277,002.406   MT  1.00021241   -1 36 08.6
 HV9014
 HV9014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9014!SPC VA N     -   0.99999508  x   0.99994884  =   0.99994392
 HV9014!UTM  18      -   0.99999508  x   1.00021241  =   1.00020749
 HV9014
 HV9014                          SUPERSEDED SURVEY CONTROL
 HV9014
 HV9014  ELLIP H (11/14/94)   31.35   (m)                       GP(       ) 4 2
 HV9014  ELLIP H (01/27/92)   30.81   (m)                       GP(       ) 4 1
 HV9014  NAD 83(1986)-  38 40 20.88076(N)    077 33 47.92573(W) AD(       ) 2
 HV9014  NGVD 29 (01/20/89)   63.6    (m)          209.     (f) GPS OBS        
 HV9014
 HV9014.Superseded values are not recommended for survey control.
 HV9014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9014.See file dsdata.txt to determine how the superseded data were derived.
 HV9014
 HV9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7700283549(NAD 83)
 HV9014_MARKER: A = ALUMINUM MARKER
 HV9014_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9014_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9014+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9014
 HV9014  HISTORY     - Date     Condition        Report By
 HV9014  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9014
 HV9014                          STATION DESCRIPTION
 HV9014
 HV9014'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9014'THE STATION IS LOCATED IN SOUTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9014'ABOUT 2 MILES SOUTHEAST OF NOKESVILLE, VIRGINIA.
 HV9014'
 HV9014'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 28, NOKESVILLE
 HV9014'ROAD AND ROUTE 652, FITZWATER DRIVE, GO SOUTHEAST ON ROUTE 652 FOR
 HV9014'0.9 MILES TO THE INTERSECTION WITH ROUTE 646, ADEN ROAD. GO RIGHT,
 HV9014'SOUTH ON ROUTE 646, ADEN ROAD FOR 1.9 MILES TO THE STATION ON THE
 HV9014'LEFT, AT THE NORTHEAST CORNER OF THE INTERSECTION WITH BROOKFIELD
 HV9014'ROAD.
 HV9014'
 HV9014'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9014'AND IS STAMPED---45 BROOKFIELD 1986---. THE STATION IS 12.79 FEET
 HV9014'SOUTHEAST OF THE CENTER OF BROOKFIELD ROAD, 69.51 FEET NORTHEAST OF
 HV9014'POWER POLE NUMBER PP 3-13-83-06-32, AND 18.46 FEET NORTH OF POWER POLE
 HV9014'EN 11.
 HV9014'
 HV9014'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9014'GROUND AND IS STAMPED---45 BROOKFIELD AZIMUTH 1986---.
 HV9014'
 HV9014'AZIMUTH MARK IS SET 0.25 MILES SOUTHEAST OF THE STATION, ALONG THE
 HV9014'SIDE OF ADEN ROAD, 80 FEET WEST OF A GRAVEL DRIVEWAY TO 13107 ADEN
 HV9014'ROAD, 43.12 FEET NORTHWEST OF POWER POLE NUMBER 3-13-B4-28-79, 20.40
 HV9014'FEET NORTHWEST OF THE CENTER OF ADEN ROAD, AND 75.54 FEET WEST OF A
 HV9014'WIRE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9366 ***********************************************************************
 HV9366  DESIGNATION -  BROOKFIELD
 HV9366  PID         -  HV9366
 HV9366  STATE/COUNTY-  VA/FAIRFAX
 HV9366  USGS QUAD   -  HERNDON (1994)
 HV9366
 HV9366                         *CURRENT SURVEY CONTROL
 HV9366  ___________________________________________________________________
 HV9366* NAD 83(1986)-  38 53 11.     (N)    077 24 44.     (W)     SCALED    
 HV9366* NAVD 88     -       104.272  (meters)     342.10   (feet)  ADJUSTED  
 HV9366  ___________________________________________________________________
 HV9366  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV9366  DYNAMIC HT  -         104.215 (meters)     341.91  (feet)  COMP
 HV9366  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 HV9366
 HV9366  VERT ORDER  -  THIRD
 HV9366
 HV9366.The horizontal coordinates were scaled from a topographic map and have
 HV9366.an estimated accuracy of +/- 6 seconds.
 HV9366
 HV9366.The orthometric height was determined by differential leveling
 HV9366.and adjusted by the National Geodetic Survey in September 2004..
 HV9366
 HV9366.The geoid height was determined by GEOID03.
 HV9366
 HV9366.The dynamic height is computed by dividing the NAVD 88
 HV9366.geopotential number by the normal gravity value computed on the
 HV9366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9366.degrees latitude (g = 980.6199 gals.).
 HV9366
 HV9366.The modeled gravity was interpolated from observed gravity values.
 HV9366
 HV9366;                    North         East    Units  Estimated Accuracy
 HV9366;SPC VA N     - 2,135,950.    3,594,380.      MT  (+/- 180 meters Scaled)
 HV9366
 HV9366                          SUPERSEDED SURVEY CONTROL
 HV9366
 HV9366.No superseded survey control is available for this station.
 HV9366
 HV9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ907069(NAD 83)
 HV9366_MARKER: DD = SURVEY DISK
 HV9366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9366_SP_SET: CONCRETE POST
 HV9366_STAMPING: BROOKFIELD 1985
 HV9366_MARK LOGO: VA-059
 HV9366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9366+STABILITY: SURFACE MOTION
 HV9366
 HV9366  HISTORY     - Date     Condition        Report By
 HV9366  HISTORY     - 1985     MONUMENTED       VA-059
 HV9366  HISTORY     - 19920129 GOOD             MSI
 HV9366
 HV9366                          STATION DESCRIPTION
 HV9366
 HV9366'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9366'TO REACH STATION FROM THE INTERSECTION OF ROUTE 50 AND SULLY ROAD
 HV9366'(RTE 28), PROCEED EAST ON ROUTE 50 FOR 1.6 MILES (2.6 KM) TO A GAS
 HV9366'LINE CROSSING AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2542 ***********************************************************************
 GV2542  DESIGNATION -  BROOKING
 GV2542  PID         -  GV2542
 GV2542  STATE/COUNTY-  VA/GOOCHLAND
 GV2542  USGS QUAD   -  DABNEYS (1980)
 GV2542
 GV2542                         *CURRENT SURVEY CONTROL
 GV2542  ___________________________________________________________________
 GV2542* NAD 83(1993)-  37 45 01.54629(N)    077 51 32.74212(W)     ADJUSTED  
 GV2542* NAVD 88     -       115.556  (meters)     379.12   (feet)  ADJUSTED  
 GV2542  ___________________________________________________________________
 GV2542  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 GV2542  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2542  DYNAMIC HT  -         115.480 (meters)     378.87  (feet)  COMP
 GV2542  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV2542
 GV2542  HORZ ORDER  -  THIRD
 GV2542  VERT ORDER  -  SECOND    CLASS 0
 GV2542
 GV2542.The horizontal coordinates were established by classical geodetic methods
 GV2542.and adjusted by the National Geodetic Survey in November 1994..
 GV2542
 GV2542.The orthometric height was determined by differential leveling
 GV2542.and adjusted by the National Geodetic Survey in June 1991..
 GV2542
 GV2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2542
 GV2542.The geoid height was determined by GEOID03.
 GV2542
 GV2542.The dynamic height is computed by dividing the NAVD 88
 GV2542.geopotential number by the normal gravity value computed on the
 GV2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2542.degrees latitude (g = 980.6199 gals.).
 GV2542
 GV2542.The modeled gravity was interpolated from observed gravity values.
 GV2542
 GV2542;                    North         East     Units Scale Factor Converg.
 GV2542;SPC VA S     - 1,157,456.765 3,556,480.237   MT  0.99996768   +0 23 20.3
 GV2542;SPC VA S     - 3,797,422.74 11,668,218.91   sFT  0.99996768   +0 23 20.3
 GV2542;UTM  18      - 4,181,974.804   248,104.370   MT  1.00038160   -1 45 04.8
 GV2542
 GV2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2542!SPC VA S     -   0.99998691  x   0.99996768  =   0.99995459
 GV2542!UTM  18      -   0.99998691  x   1.00038160  =   1.00036850
 GV2542
 GV2542:                Primary Azimuth Mark                     Grid Az
 GV2542:SPC VA S     -  MONTPELIER US ARMY RELAY MAST            024 07 36.8
 GV2542:UTM  18      -  MONTPELIER US ARMY RELAY MAST            026 16 01.9
 GV2542
 GV2542|---------------------------------------------------------------------|
 GV2542| PID    Reference Object                     Distance      Geod. Az  |
 GV2542|                                                           dddmmss.s |
 GV2542| GV5854 MONTPELIER US ARMY RELAY MAST       APPROX.14.3 KM 0243057.1 |
 GV2542| GV5853 MONTPELIER RED CROSS MICROWAVE      APPROX.13.1 KM 0322016.5 |
 GV2542| GV2541 BROOKING RM 2                        24.529 METERS 08349     |
 GV2542| GV5843 CROZIER VIRGINIA STATE FARM TK      APPROX.11.5 KM 1690654.7 |
 GV2542| GV2540 BROOKING RM 1                        29.132 METERS 28619     |
 GV2542| GV2539 BROOKING AZ MK                                     3033451.8 |
 GV2542| GV5856 GUM SPRINGS LOOKOUT TOWER           APPROX. 7.6 KM 3094315.8 |
 GV2542|---------------------------------------------------------------------|
 GV2542
 GV2542                          SUPERSEDED SURVEY CONTROL
 GV2542
 GV2542  NAD 83(1986)-  37 45 01.55313(N)    077 51 32.75950(W) AD(       ) 3
 GV2542  NAD 27      -  37 45 01.02980(N)    077 51 33.77450(W) AD(       ) 3
 GV2542  NGVD 29 (??/??/??)  115.836  (m)          380.04   (f) ADJUSTED    2 0
 GV2542
 GV2542.Superseded values are not recommended for survey control.
 GV2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2542.See file dsdata.txt to determine how the superseded data were derived.
 GV2542
 GV2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG4810481975(NAD 83)
 GV2542_MARKER: DS = TRIANGULATION STATION DISK
 GV2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2542_STAMPING: BROOKING 1958
 GV2542_PROJECTION: FLUSH
 GV2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2542+STABILITY: SURFACE MOTION
 GV2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2542+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2542
 GV2542  HISTORY     - Date     Condition        Report By
 GV2542  HISTORY     - 1958     MONUMENTED       CGS
 GV2542  HISTORY     - 1960     GOOD             CGS
 GV2542  HISTORY     - 1988     GOOD             USPSQD
 GV2542  HISTORY     - 19980221 GOOD             USPSQD
 GV2542  HISTORY     - 19980303 GOOD             VADHT
 GV2542  HISTORY     - 20030109 GOOD             USPSQD
 GV2542  HISTORY     - 20050812 GOOD             VADOT
 GV2542  HISTORY     - 20060311 GOOD             USPSQD
 GV2542
 GV2542                          STATION DESCRIPTION
 GV2542
 GV2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV2542'THE STATION IS LOCATED ABOUT 25 MILES SOUTHEAST OF ZION CROSSROADS,
 GV2542'6 MILES EAST SOUTHEAST OF THE SMALL SETTLEMENT OF GUM SPRINGS
 GV2542'AND ON THE PROPERTY OF MR. N.R. BROOKING.  IT IS 73 FEET NORTH
 GV2542'OF THE CENTER LINE OF U.S. HIGHWAY 250, 55 FEET SOUTH SOUTHWEST
 GV2542'OF THE SOUTHEAST CORNER OF A MACHINE SHED, 25 FEET NORTH OF
 GV2542'A WOODEN GATE, 25 FEET SOUTHWEST OF A TRIANGULAR BLAZED OAK
 GV2542'TREE AND 13 FEET WEST OF A METAL WITNESS POST.  THE MARK IS
 GV2542'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 GV2542'IS STAMPED BROOKING 1958.
 GV2542'
 GV2542'REFERENCE MARK NO. 1 IS 70 FEET EAST OF A SIGN POST READING
 GV2542'ROY WHEELER REALTY COMPANY, 34 FEET NORTH OF THE CENTER LINE
 GV2542'OF U.S. HIGHWAY 250 AND 1 FOOT NORTH OF A FENCE LINE.  THE
 GV2542'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BROOKING
 GV2542'NO 1 1958.
 GV2542'
 GV2542'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE NORTHEAST CORNER
 GV2542'OF A MACHINE SHED, 42 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GV2542'A HAY SHED AND 1 FOOT WEST NORTHWEST OF A RAIL FENCE.  THE MARK
 GV2542'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BROOKING
 GV2542'NO 2 1958.
 GV2542'
 GV2542'AZIMUTH MARK IS 57 FEET SOUTH OF THE CENTER LINE OF U.S.
 GV2542'HIGHWAY 250, 18 FEET SOUTH OF A TELEPHONE POLE NO. 32199,
 GV2542'16 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD AND 2 FEET
 GV2542'NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 GV2542'AND THE DISK IS STAMPED BROOKING 1958.
 GV2542'
 GV2542'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 250
 GV2542'AND 15 AT ZION CROSSROADS, GO SOUTHEAST ON U.S. HIGHWAY 250
 GV2542'FOR 24.75 MILES TO A SIDE ROAD ON THE RIGHT AND AZIMUTH MARK.
 GV2542'CONTINUE SOUTHEAST ON U.S. HIGHWAY 250 FOR 0.2 MILE TO A TRACK
 GV2542'ROAD ON LEFT AND STATION.  THIS IS ACROSS THE ROAD FROM BROOKS
 GV2542'GROCERY STORE AND GAS STATION.
 GV2542'
 GV2542'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GV2542
 GV2542                          STATION RECOVERY (1960)
 GV2542
 GV2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV2542'5.2 MI NW FROM OILVILLE.
 GV2542'5.15 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE
 GV2542'AT OILVILLE, ABOUT 60 YARDS NORTH OF AND ACROSS THE HIGHWAY FROM
 GV2542'THE NORTH CORNER OF A STORE AND TEXACO SERVICE STATION, 72 FEET
 GV2542'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET
 GV2542'EAST-NORTHEAST OF THE CENTER OF A WOODEN GATE, 55 FEET SOUTHWEST
 GV2542'OF THE SOUTH CORNER OF A MACHINE SHED, 24 1/2 FEET SOUTHWEST OF
 GV2542'A 14-INCH GUM TREE WITH BLAZE, 80 1/2 FEET WEST OF R M 1, 95 1/2
 GV2542'FEET EAST-SOUTHEAST OF R M 2, 13 FEET NORTH-NORTHWEST OF A STEEL
 GV2542'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 GV2542'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 GV2542
 GV2542                          STATION RECOVERY (1988)
 GV2542
 GV2542'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSR)
 GV2542'RECOVERED IN GOOD CONDITION.
 GV2542
 GV2542                          STATION RECOVERY (1998)
 GV2542
 GV2542'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2542'RECOVERED IN GOOD CONDITION.
 GV2542
 GV2542                          STATION RECOVERY (1998)
 GV2542
 GV2542'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2542'THE STATION IS 80.5 FT (24.5 M) EAST OF RM 1 AND 95.5 FT (29.1 M)
 GV2542'SOUTHWEST OF RM 2.  RECOVERED IN GOOD CONDITION.
 GV2542
 GV2542                          STATION RECOVERY (2003)
 GV2542
 GV2542'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2542'RECOVERED IN GOOD CONDITION.
 GV2542
 GV2542                          STATION RECOVERY (2005)
 GV2542
 GV2542'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JCA)
 GV2542'RECOVERED IN GOOD CONDITION.
 GV2542
 GV2542                          STATION RECOVERY (2006)
 GV2542
 GV2542'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2542'STATION AND RM1 AND 2 FOUND IN GOOD CONDITION, AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2539 ***********************************************************************
 GV2539  DESIGNATION -  BROOKING AZ MK
 GV2539  PID         -  GV2539
 GV2539  STATE/COUNTY-  VA/GOOCHLAND
 GV2539  USGS QUAD   -  DABNEYS (1980)
 GV2539
 GV2539                         *CURRENT SURVEY CONTROL
 GV2539  ___________________________________________________________________
 GV2539* NAD 83(1986)-  37 45 09.     (N)    077 51 45.     (W)     SCALED    
 GV2539* NAVD 88     -       113.606  (meters)     372.72   (feet)  ADJUSTED  
 GV2539  ___________________________________________________________________
 GV2539  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2539  DYNAMIC HT  -         113.531 (meters)     372.48  (feet)  COMP
 GV2539  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 GV2539
 GV2539  VERT ORDER  -  SECOND    CLASS 0
 GV2539
 GV2539.The horizontal coordinates were scaled from a topographic map and have
 GV2539.an estimated accuracy of +/- 6 seconds.
 GV2539
 GV2539.The orthometric height was determined by differential leveling
 GV2539.and adjusted by the National Geodetic Survey in June 1991..
 GV2539
 GV2539.The geoid height was determined by GEOID03.
 GV2539
 GV2539.The dynamic height is computed by dividing the NAVD 88
 GV2539.geopotential number by the normal gravity value computed on the
 GV2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2539.degrees latitude (g = 980.6199 gals.).
 GV2539
 GV2539.The modeled gravity was interpolated from observed gravity values.
 GV2539
 GV2539;                    North         East    Units  Estimated Accuracy
 GV2539;SPC VA S     - 1,157,690.    3,556,180.      MT  (+/- 180 meters Scaled)
 GV2539
 GV2539                          SUPERSEDED SURVEY CONTROL
 GV2539
 GV2539  NGVD 29 (??/??/??)  113.884  (m)          373.63   (f) ADJUSTED    2 0
 GV2539
 GV2539.Superseded values are not recommended for survey control.
 GV2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2539.See file dsdata.txt to determine how the superseded data were derived.
 GV2539
 GV2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG478822(NAD 83)
 GV2539_MARKER: DZ = AZIMUTH MARK DISK
 GV2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2539_STAMPING: BROOKING 1958
 GV2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2539+STABILITY: SURFACE MOTION
 GV2539
 GV2539  HISTORY     - Date     Condition        Report By
 GV2539  HISTORY     - 1958     MONUMENTED       CGS
 GV2539  HISTORY     - 1960     GOOD             CGS
 GV2539  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2539
 GV2539                          STATION DESCRIPTION
 GV2539
 GV2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2539'5.4 MI NW FROM OILVILLE.
 GV2539'5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE
 GV2539'AT OILVILLE, 0.2 MILE NORTHWEST OF A STORE AND TEXACO SERVICE
 GV2539'AT TOP OF GRADE, 58 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 GV2539'15 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A DRIVE
 GV2539'LEADING WEST-SOUTHWEST TO A FARM, 7 1/2 FEET WEST-SOUTHWEST OF
 GV2539'METAL HOLIDAY INN SIGN, 18 FEET SOUTHWEST OF POWER LINE POLE 32199,
 GV2539'25 1/2 FEET WEST-SOUTHWEST OF A 8-INCH CEDAR TREE, 19 FEET
 GV2539'EAST-NORTHEAST OF A 14-INCH CEDAR TREE, 2 FEET EAST-NORTHEAST
 GV2539'OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST.
 GV2539
 GV2539                          STATION RECOVERY (1990)
 GV2539
 GV2539'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2540 ***********************************************************************
 GV2540  DESIGNATION -  BROOKING RM 1
 GV2540  PID         -  GV2540
 GV2540  STATE/COUNTY-  VA/GOOCHLAND
 GV2540  USGS QUAD   -  DABNEYS (1980)
 GV2540
 GV2540                         *CURRENT SURVEY CONTROL
 GV2540  ___________________________________________________________________
 GV2540* NAD 83(1986)-  37 45 02.     (N)    077 51 30.     (W)     SCALED    
 GV2540* NAVD 88     -       115.381  (meters)     378.55   (feet)  ADJUSTED  
 GV2540  ___________________________________________________________________
 GV2540  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GV2540  DYNAMIC HT  -         115.305 (meters)     378.30  (feet)  COMP
 GV2540  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV2540
 GV2540  VERT ORDER  -  SECOND    CLASS 0
 GV2540
 GV2540.The horizontal coordinates were scaled from a topographic map and have
 GV2540.an estimated accuracy of +/- 6 seconds.
 GV2540
 GV2540.The orthometric height was determined by differential leveling
 GV2540.and adjusted by the National Geodetic Survey in June 1991..
 GV2540
 GV2540.The geoid height was determined by GEOID03.
 GV2540
 GV2540.The dynamic height is computed by dividing the NAVD 88
 GV2540.geopotential number by the normal gravity value computed on the
 GV2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2540.degrees latitude (g = 980.6199 gals.).
 GV2540
 GV2540.The modeled gravity was interpolated from observed gravity values.
 GV2540
 GV2540;                    North         East    Units  Estimated Accuracy
 GV2540;SPC VA S     - 1,157,470.    3,556,550.      MT  (+/- 180 meters Scaled)
 GV2540
 GV2540                          SUPERSEDED SURVEY CONTROL
 GV2540
 GV2540  NGVD 29 (??/??/??)  115.661  (m)          379.46   (f) ADJUSTED    2 0
 GV2540
 GV2540.Superseded values are not recommended for survey control.
 GV2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2540.See file dsdata.txt to determine how the superseded data were derived.
 GV2540
 GV2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG481819(NAD 83)
 GV2540_MARKER: DR = REFERENCE MARK DISK
 GV2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2540_STAMPING: BROOKING NO 1 1958
 GV2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2540+STABILITY: SURFACE MOTION
 GV2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2540+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2540
 GV2540  HISTORY     - Date     Condition        Report By
 GV2540  HISTORY     - 1958     MONUMENTED       CGS
 GV2540  HISTORY     - 1960     GOOD             CGS
 GV2540  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2540  HISTORY     - 19980221 GOOD             USPSQD
 GV2540  HISTORY     - 19980303 GOOD             VADHT
 GV2540  HISTORY     - 20030109 GOOD             USPSQD
 GV2540  HISTORY     - 20060311 GOOD             USPSQD
 GV2540
 GV2540                          STATION DESCRIPTION
 GV2540
 GV2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2540'5.2 MI NW FROM OILVILLE.
 GV2540'80 1/2 FEET EAST OF TRIANGULATION STATION BROOKING, DESCRIBED,
 GV2540'173 FEET EAST OF RM 2, 46 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 GV2540'MACHINE SHED, 1 FOOT NORTH OF A BOARD FENCE, 59 1/2 FEET EAST
 GV2540'OF A BLAZED 14-INCH GUM TREE (THE LARGE ONE OF TWO TREES),
 GV2540'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 GV2540'PROJECTING 5 INCHES.
 GV2540
 GV2540                          STATION RECOVERY (1988)
 GV2540
 GV2540'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSR)
 GV2540'MARK NOT FOUND.
 GV2540
 GV2540                          STATION RECOVERY (1998)
 GV2540
 GV2540'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2540'RECOVERED IN GOOD CONDITION.
 GV2540
 GV2540                          STATION RECOVERY (1998)
 GV2540
 GV2540'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2540'RM 1 IS 80.5 FT (24.5 M) WEST OF STATION BROOKING AND 173 FT (52.7 M)
 GV2540'WEST OF RM 2.  RECOVERED IN GOOD CONDITION.
 GV2540
 GV2540                          STATION RECOVERY (2003)
 GV2540
 GV2540'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2540'RECOVERED IN GOOD CONDITION.
 GV2540
 GV2540                          STATION RECOVERY (2006)
 GV2540
 GV2540'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2541 ***********************************************************************
 GV2541  DESIGNATION -  BROOKING RM 2
 GV2541  PID         -  GV2541
 GV2541  STATE/COUNTY-  VA/GOOCHLAND
 GV2541  USGS QUAD   -  DABNEYS (1980)
 GV2541
 GV2541                         *CURRENT SURVEY CONTROL
 GV2541  ___________________________________________________________________
 GV2541* NAD 83(1986)-  37 45 02.     (N)    077 51 30.     (W)     SCALED    
 GV2541* NAVD 88     -       115.795  (meters)     379.90   (feet)  ADJUSTED  
 GV2541  ___________________________________________________________________
 GV2541  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GV2541  DYNAMIC HT  -         115.719 (meters)     379.65  (feet)  COMP
 GV2541  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV2541
 GV2541  VERT ORDER  -  SECOND    CLASS 0
 GV2541
 GV2541.The horizontal coordinates were scaled from a topographic map and have
 GV2541.an estimated accuracy of +/- 6 seconds.
 GV2541
 GV2541.The orthometric height was determined by differential leveling
 GV2541.and adjusted by the National Geodetic Survey in June 1991..
 GV2541
 GV2541.The geoid height was determined by GEOID03.
 GV2541
 GV2541.The dynamic height is computed by dividing the NAVD 88
 GV2541.geopotential number by the normal gravity value computed on the
 GV2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2541.degrees latitude (g = 980.6199 gals.).
 GV2541
 GV2541.The modeled gravity was interpolated from observed gravity values.
 GV2541
 GV2541;                    North         East    Units  Estimated Accuracy
 GV2541;SPC VA S     - 1,157,470.    3,556,550.      MT  (+/- 180 meters Scaled)
 GV2541
 GV2541                          SUPERSEDED SURVEY CONTROL
 GV2541
 GV2541  NGVD 29 (??/??/??)  116.075  (m)          380.82   (f) ADJUSTED    2 0
 GV2541
 GV2541.Superseded values are not recommended for survey control.
 GV2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2541.See file dsdata.txt to determine how the superseded data were derived.
 GV2541
 GV2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG481819(NAD 83)
 GV2541_MARKER: DR = REFERENCE MARK DISK
 GV2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2541_STAMPING: BROOKING NO 2 1958
 GV2541_PROJECTION: FLUSH
 GV2541_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2541+STABILITY: SURFACE MOTION
 GV2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2541+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2541
 GV2541  HISTORY     - Date     Condition        Report By
 GV2541  HISTORY     - 1958     MONUMENTED       CGS
 GV2541  HISTORY     - 1960     GOOD             CGS
 GV2541  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2541  HISTORY     - 19980221 GOOD             USPSQD
 GV2541  HISTORY     - 19980303 POOR             VADHT
 GV2541  HISTORY     - 20030109 GOOD             USPSQD
 GV2541  HISTORY     - 20060311 GOOD             USPSQD
 GV2541
 GV2541                          STATION DESCRIPTION
 GV2541
 GV2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2541'5.2 MI NW FROM OILVILLE.
 GV2541'95 1/2 FEET WEST-NORTHWEST OF TRIANGULATION STATION BROOKING,
 GV2541'DESCRIBED, 173 FEET WEST OF R M 1, 34 FEET NORTHEAST OF THE
 GV2541'CENTER LINE OF U.S. HIGHWAY 250, 1 FOOT NORTHEAST OF A BOARD
 GV2541'FENCE, 70 FEET SOUTHEAST OF METAL ROY WHEELER REALTY CO.
 GV2541'CHARLOTTESVILLE SIGN, 77 FEET NORTHWEST OF A BOARD GATE, ABOUT
 GV2541'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 GV2541'CONCRETE POST PROJECTING 3 INCHES.
 GV2541
 GV2541                          STATION RECOVERY (1988)
 GV2541
 GV2541'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSR)
 GV2541'MARK NOT FOUND.
 GV2541
 GV2541                          STATION RECOVERY (1998)
 GV2541
 GV2541'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2541'RECOVERED IN GOOD CONDITION.
 GV2541
 GV2541                          STATION RECOVERY (1998)
 GV2541
 GV2541'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2541'RM 2 IS 95.5 FT (29.1 M) NORTHEAST OF STATION BROOKING AND 173 FT
 GV2541'(52.7 M) EAST OF RM 1.  THE MARKS HAS BEEN DISTURBED.  IT IS LEANING
 GV2541'TO ONE SIDE.
 GV2541
 GV2541                          STATION RECOVERY (2003)
 GV2541
 GV2541'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2541'RECOVERED IN GOOD CONDITION.
 GV2541
 GV2541                          STATION RECOVERY (2006)
 GV2541
 GV2541'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2349 ***********************************************************************
 GW2349  DESIGNATION -  BROOKNEAL
 GW2349  PID         -  GW2349
 GW2349  STATE/COUNTY-  VA/CAMPBELL
 GW2349  USGS QUAD   -  BROOKNEAL (1984)
 GW2349
 GW2349                         *CURRENT SURVEY CONTROL
 GW2349  ___________________________________________________________________
 GW2349* NAD 83(1993)-  37 02 50.69854(N)    078 56 33.57695(W)     ADJUSTED  
 GW2349* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 GW2349  ___________________________________________________________________
 GW2349  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GW2349  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GW2349
 GW2349  HORZ ORDER  -  FIRST
 GW2349
 GW2349.The horizontal coordinates were established by classical geodetic methods
 GW2349.and adjusted by the National Geodetic Survey in September 1995..
 GW2349
 GW2349.The orthometric height was scaled from a topographic map.
 GW2349
 GW2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2349
 GW2349.The geoid height was determined by GEOID03.
 GW2349
 GW2349;                    North         East     Units Scale Factor Converg.
 GW2349;SPC VA S     - 1,079,337.096 3,460,624.233   MT  0.99996091   -0 16 07.2
 GW2349;SPC VA S     - 3,541,125.12 11,353,731.34   sFT  0.99996091   -0 16 07.2
 GW2349;UTM  17      - 4,102,111.838   682,951.144   MT  1.00001234   +1 14 23.4
 GW2349
 GW2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2349!SPC VA S     -   0.99997798  x   0.99996091  =   0.99993889
 GW2349!UTM  17      -   0.99997798  x   1.00001234  =   0.99999032
 GW2349
 GW2349|---------------------------------------------------------------------|
 GW2349| PID    Reference Object                     Distance      Geod. Az  |
 GW2349|                                                           dddmmss.s |
 GW2349| DC5186 BROOKNEAL RM 1                       28.165 METERS 12042     |
 GW2349| DC5187 BROOKNEAL RM 2                       28.091 METERS 22033     |
 GW2349| DC5185 BROOKNEAL AZ MK                                    2282032.5 |
 GW2349|---------------------------------------------------------------------|
 GW2349
 GW2349                          SUPERSEDED SURVEY CONTROL
 GW2349
 GW2349  NAD 83(1986)-  37 02 50.69991(N)    078 56 33.58706(W) AD(       ) 1
 GW2349  NAD 27      -  37 02 50.19500(N)    078 56 34.53200(W) AD(       ) 1
 GW2349
 GW2349.Superseded values are not recommended for survey control.
 GW2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2349.See file dsdata.txt to determine how the superseded data were derived.
 GW2349
 GW2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8295102112(NAD 83)
 GW2349_MARKER: DS = TRIANGULATION STATION DISK
 GW2349_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GW2349
 GW2349  HISTORY     - Date     Condition        Report By
 GW2349  HISTORY     - 1941     MONUMENTED       CGS
 GW2349  HISTORY     - 1961     GOOD             VADH
 GW2349  HISTORY     - 1967     MARK NOT FOUND   CGS
 GW2349
 GW2349                          STATION DESCRIPTION
 GW2349
 GW2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2349'STATION IS IN THE TOWN OF BROOKNEAL, 100 FEET N OF THE CENTER
 GW2349'OF THE MUNICIPAL WATER TANK, 67 FEET W OF THE SW CORNER OF THE
 GW2349'POST OFFICE, AND 46 FEET S OF THE SW CORNER OF THE FARMERS
 GW2349'FEED STORE OWNED BY MR. G.E. LITTLE.  THE DISK IS STAMPED
 GW2349'BROOKNEAL 1941 AND IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 GW2349'
 GW2349'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 GW2349'DISKS SET IN CONCRETE.
 GW2349'11A.
 GW2349'
 GW2349'REFERENCE MARK NO. 1 IS A STANDARD DISK ESE OF THE STATION
 GW2349'IN THE N EDGE OF A CEMENT WALK AROUND A CITIES SERVICE STATION.
 GW2349'THE DISK IS STAMPED BROOKNEAL NO. 1 1941 AND IS SET FLUSH WITH
 GW2349'THE SURFACE OF THE CONCRETE.
 GW2349'
 GW2349'REFERENCE MARK NO. 2 IS A STANDARD DISK SSW OF THE STATION
 GW2349'IN THE NW FOOTING OF THE MUNICIPAL WATER TANK.  THE DISK IS
 GW2349'STAMPED BROOKNEAL NO. 2 1941 AND IS FLUSH WITH THE SURFACE OF
 GW2349'THE CONCRETE.
 GW2349'
 GW2349'AZIMUTH MARK IS ABOUT 2 MILES S OF THE STATION, IN THE S EDGE OF
 GW2349'A CULTIVATED FIELD, AND 20 FEET N OF STATE ROUTE 40.  THIS DISK
 GW2349'IS STAMPED BROOKNEAL 1941 AND PROJECTS 5 INCHES ABOVE THE
 GW2349'SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE
 GW2349'STATION, GO S ON STATE ROUTE 40 FOR 2.7 MILES TO THE AZIMUTH
 GW2349'MARK ON THE RIGHT.
 GW2349'
 GW2349'BENCH MARK NO. X-54 IS S OF THE STATION IN THE SE FOOTING OF
 GW2349'THE WATER TANK.  THE DISK IS A STANDARD C. AND G.S. BENCH MARK.
 GW2349'IT IS STAMPED X-54 1934 AND IS FLUSH WITH THE SURFACE OF
 GW2349'THE CONCRETE.
 GW2349'
 GW2349'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION NARUNA.
 GW2349'
 GW2349'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HAT CREEK.
 GW2349'
 GW2349'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION WOODLAND.
 GW2349'
 GW2349'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION STAUNTON
 GW2349'HILL.
 GW2349'
 GW2349'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GW2349
 GW2349                          STATION RECOVERY (1961)
 GW2349
 GW2349'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GW2349'STATION, R.M. 1 AND 2 AND BM X 54 WERE FOUND IN GOOD CONDITION.
 GW2349'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GW2349'
 GW2349'THE STATION MARK IS SURROUNDED BY BUILDINGS.  A 50-FOOT
 GW2349'TOWER IS NEEDED TO CLEAR ALL LINES.  R.M. 2 AND THE BENCH MARK
 GW2349'NOT ACCESSIBLE FROM STATION.
 GW2349
 GW2349                          STATION RECOVERY (1967)
 GW2349
 GW2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 GW2349'THE REFERENCE MARKS AND BENCH MARK X 54 WERE RECOVERED AS
 GW2349'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 GW2349'WAS NOT RECOVERED BUT APPARENTLY IS STILL IN PLACE.  BUILDINGS
 GW2349'HAVE BEEN CONSTRUCTED ON LINE BETWEEN THE STATION SITE AND
 GW2349'THE REFERENCE MARKS.  AREA OF STATION SITE IS NOW USED AS
 GW2349'A DRIVEWAY AND PARKING LOT.  THE AZIMUTH MARK WAS NOT RECOVERED
 GW2349'AND IT APPEARS THAT IT MAY HAVE BEEN DESTROYED BY ROAD
 GW2349'IMPROVEMENTS.
 GW2349'
 GW2349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BROOKNEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2348 ***********************************************************************
 GW2348  DESIGNATION -  BROOKNEAL MUNICIPAL TANK
 GW2348  PID         -  GW2348
 GW2348  STATE/COUNTY-  VA/CAMPBELL
 GW2348  USGS QUAD   -  BROOKNEAL (1984)
 GW2348
 GW2348                         *CURRENT SURVEY CONTROL
 GW2348  ___________________________________________________________________
 GW2348* NAD 83(1993)-  37 02 49.80966(N)    078 56 34.13252(W)     ADJUSTED  
 GW2348* NAVD 88     -                                                        
 GW2348  ___________________________________________________________________
 GW2348  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GW2348  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GW2348
 GW2348  HORZ ORDER  -  THIRD
 GW2348
 GW2348.The horizontal coordinates were established by classical geodetic methods
 GW2348.and adjusted by the National Geodetic Survey in September 1995..
 GW2348
 GW2348
 GW2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2348
 GW2348.The geoid height was determined by GEOID03.
 GW2348
 GW2348;                    North         East     Units Scale Factor Converg.
 GW2348;SPC VA S     - 1,079,309.760 3,460,610.377   MT  0.99996094   -0 16 07.5
 GW2348;SPC VA S     - 3,541,035.44 11,353,685.88   sFT  0.99996094   -0 16 07.5
 GW2348;UTM  17      - 4,102,084.146   682,938.012   MT  1.00001228   +1 14 23.1
 GW2348
 GW2348                          SUPERSEDED SURVEY CONTROL
 GW2348
 GW2348  NAD 83(1986)-  37 02 49.81090(N)    078 56 34.14229(W) AD(       ) 4
 GW2348  NAD 27      -  37 02 49.30600(N)    078 56 35.08900(W) AD(       ) 3
 GW2348
 GW2348.Superseded values are not recommended for survey control.
 GW2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2348.See file dsdata.txt to determine how the superseded data were derived.
 GW2348
 GW2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8293802084(NAD 83)
 GW2348_MARKER: 51 = TANK
 GW2348
 GW2348  HISTORY     - Date     Condition        Report By
 GW2348  HISTORY     - 1941     FIRST OBSERVED   CGS
 GW2348
 GW2348                          STATION DESCRIPTION
 GW2348
 GW2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2348'THIS INTERSECTION STATION IS THE FINIAL OF A SILVER-COLORED
 GW2348'WATER TANK OF THE BROOKNEAL MUNICIPAL WATER WORKS.  THE
 GW2348'TANK IS ABOUT 110 FEET HIGH AND IS LOCATED IN THE CENTER
 GW2348'OF TOWN.
 GW2348'
 GW2348'LOCATED BY DIRECTION AND DISTANCE FROM TRIANGULATION STATION
 GW2348'BROOKNEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4798 ***********************************************************************
 GV4798  DESIGNATION -  BROOKS 2
 GV4798  PID         -  GV4798
 GV4798  STATE/COUNTY-  VA/KING AND QUEEN
 GV4798  USGS QUAD   -  WEST POINT (1986)
 GV4798
 GV4798                         *CURRENT SURVEY CONTROL
 GV4798  ___________________________________________________________________
 GV4798* NAD 83(1993)-  37 31 52.46085(N)    076 46 59.94472(W)     ADJUSTED  
 GV4798* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4798  ___________________________________________________________________
 GV4798  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 GV4798  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 GV4798
 GV4798  HORZ ORDER  -  FIRST
 GV4798
 GV4798.The horizontal coordinates were established by classical geodetic methods
 GV4798.and adjusted by the National Geodetic Survey in November 1994..
 GV4798
 GV4798.The orthometric height was scaled from a topographic map.
 GV4798
 GV4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4798
 GV4798.The geoid height was determined by GEOID03.
 GV4798
 GV4798;                    North         East     Units Scale Factor Converg.
 GV4798;SPC VA S     - 1,134,317.712 3,651,719.080   MT  0.99994947   +1 02 30.8
 GV4798;SPC VA S     - 3,721,507.36 11,980,681.68   sFT  0.99994947   +1 02 30.8
 GV4798;UTM  18      - 4,155,301.207   342,431.460   MT  0.99990582   -1 05 11.8
 GV4798
 GV4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4798!SPC VA S     -   1.00000533  x   0.99994947  =   0.99995480
 GV4798!UTM  18      -   1.00000533  x   0.99990582  =   0.99991115
 GV4798
 GV4798|---------------------------------------------------------------------|
 GV4798| PID    Reference Object                     Distance      Geod. Az  |
 GV4798|                                                           dddmmss.s |
 GV4798| DC9023 BROOKS 2 RM 3                        19.805 METERS 00514     |
 GV4798| DC9021 BROOKS 2 RM 2 RESET AZIMUTH                        0462909.6 |
 GV4798| GV4768 SHACKLEFORDS LOOKOUT TOWER          APPROX. 4.2 KM 0653545.0 |
 GV4798| DC9019 BROOKS 2 RM 1                        26.062 METERS 09637     |
 GV4798| DC9022 BROOKS 2 WM 2 CEM BLK               185.116 METERS 13819     |
 GV4798| GV4797 BROOKS FERRY POLE                   190.563 METERS 17822     |
 GV4798| GV4872 WEATHER TOWER                       APPROX. 0.9 KM 2430921.5 |
 GV4798| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 1.2 KM 2691319.7 |
 GV4798| GV4880 WEST PT CHESAPEAKE TALLER STK       APPROX. 2.2 KM 2951944.0 |
 GV4798| GV4875 WEST POINT CHESAPEAKE TALL STK      APPROX. 2.1 KM 2955421.0 |
 GV4798| GV4874 WEST POINT CHESAPEAKE SMALL TK      APPROX. 2.2 KM 2964758.4 |
 GV4798| GV4873 WEST POINT CHESAPEAKE LGE TK        APPROX. 2.2 KM 3014211.6 |
 GV4798| GV4878 WEST POINT S B HENSON TANK          APPROX. 2.8 KM 3043526.6 |
 GV4798| DC9020 BROOKS 2 WM 1 CEDAR TREE            105.418 METERS 31806     |
 GV4798| GV4881 WEST PT DENMEADS SHIP YARD STK      APPROX. 1.2 KM 3335038.3 |
 GV4798| GV4877 WEST POINT OLD SHIPYARDS TANK       APPROX. 4.7 KM 3393342.1 |
 GV4798| GV4803 CHIMNEY BY STA NEAR BLOND           APPROX. 4.7 KM 3532144.5 |
 GV4798|---------------------------------------------------------------------|
 GV4798
 GV4798                          SUPERSEDED SURVEY CONTROL
 GV4798
 GV4798  NAD 83(1986)-  37 31 52.46227(N)    076 46 59.96087(W) AD(       ) 1
 GV4798  NAD 27      -  37 31 51.94300(N)    076 47 01.10000(W) AD(       ) 1
 GV4798
 GV4798.Superseded values are not recommended for survey control.
 GV4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4798.See file dsdata.txt to determine how the superseded data were derived.
 GV4798
 GV4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4243155301(NAD 83)
 GV4798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4798
 GV4798  HISTORY     - Date     Condition        Report By
 GV4798  HISTORY     - 1912     MONUMENTED       CGS
 GV4798  HISTORY     - 1918     GOOD             CGS
 GV4798  HISTORY     - 1925     GOOD             USE
 GV4798  HISTORY     - 1934     GOOD             CGS
 GV4798  HISTORY     - 1942     GOOD             CGS
 GV4798  HISTORY     - 1944     GOOD             CGS
 GV4798  HISTORY     - 1945     GOOD             CGS
 GV4798  HISTORY     - 1948     GOOD             CGS
 GV4798  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4798  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4798  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV4798
 GV4798                          STATION DESCRIPTION
 GV4798
 GV4798'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4798'STATION IS 9 METERS BACK FROM HIGH WATER AND 1-1/2 FEET ABOVE
 GV4798'ORDINARY HIGH WATER ON LOW WILD MEADOW ON THE E BANK OF THE
 GV4798'MATTAPONI RIVER OPPOSITE WEST POINT, VIRGINIA.  STATION IS
 GV4798'MARKED BY A CEMENT BLOCK WITH BRASS CAP BEARING LEGEND AND
 GV4798'TRIANGLE.  SUBSURFACE MARK IS NOZZLE OF LONG-NECKED QUART
 GV4798'BOTTLE.
 GV4798'
 GV4798'REFERENCE MARK NO. 1 IS HEAD OF SPIKE IN A TRIANGLE CUT DEEPLY
 GV4798'INTO THE BASE OF THE S ONE OF TWO NOTABLE CEDAR TREES STANDING
 GV4798'ON BANK OF RIVER, CUT ABOUT 7 INCHES ABOVE GROUND, DISTANT
 GV4798'105.418 METERS ON LINE 146 DEG 39 MIN 36.9 SEC TO RIGHT OF
 GV4798'TRIANGULATION STATION GOOF.  REFERENCE MARK NO. 2 IS CEMENT
 GV4798'BLOCK WITH IRON ROD IN CENTER.  BLOCK 8 BY 8 BY 24 INCHES,
 GV4798'SET JUST IN FIELD SIDE OF FENCE AND 20 METERS FROM HIGH WATER
 GV4798'ON N SIDE OF ROAD LEADING ONTO THE BROOKS FERRY WHARF DISTANT
 GV4798'185.116 METERS ON LINE 326 DEG 52 MIN 45.6 SEC TO RIGHT OF
 GV4798'LINE TO TRIANGULATION STATION GOFF.
 GV4798
 GV4798                          STATION RECOVERY (1918)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4798'RECOVERED AS DESCRIBED.  OLD SIGNAL STANDING.  DESCRIPTION
 GV4798'OF STATION GOOD.
 GV4798
 GV4798                          STATION RECOVERY (1925)
 GV4798
 GV4798'RECOVERY NOTE BY US ENGINEERS 1925
 GV4798'RECOVERED AS DESCRIBED.  ABOUT 30 FEET IN FROM HIGH-WATER LINE.
 GV4798
 GV4798                          STATION RECOVERY (1934)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4798'THIS IS A SECOND-ORDER STATION, LOCATED 1 MILE N OF WEST
 GV4798'POINT AND DIRECTLY ACROSS THE RIVER, 7.5 METERS BACK FROM THE
 GV4798'HIGH-WATER MARK ABOUT 300 METERS SW OF THE HOME OF MRS. A.H.
 GV4798'KEELER 150 PACES N OR UP THE STREAM FROM A FENCE AT THE OLD
 GV4798'BROOKS FERRY LANDING.  MARK IS IN GOOD CONDITION AND PROJECTS
 GV4798'3 INCHES.
 GV4798'
 GV4798'REFERENCE MARK NO. 1 IS LOCATED 26.062 METERS N OF THE STATION,
 GV4798'25 PACES NE OF THE RIVER, MARK PROJECTS 6 INCHES.  REFERENCE
 GV4798'MARK NO. 2 IS LOCATED 1/2 MILE N OF THE STATION ON THE N SIDE
 GV4798'OF THE PAVED ROAD 0.3 MILE E OF THE E END OF BRIDGE ACROSS
 GV4798'MATTAPONI RIVER, ABOUT 100 YARDS SE OF THE FIRST HOUSE ON THE
 GV4798'LEFT SIDE OF THE ROAD (2-STORY YELLOW HOUSE).  MARK PROJECTS
 GV4798'6 INCHES.  REFERENCE MARK NO. 3 IS LOCATED 19.805 METERS NW
 GV4798'OF THE STATION 32 PACES N OF THE RIVER WATER EDGE.  MARK
 GV4798'PROJECTS 4 INCHES.
 GV4798'
 GV4798'TO REACH FROM WEST POINT GO N ON HIGHWAY 30 ABOUT 2 MILES TO
 GV4798'THE FIRST DIRT ROAD LEADING TO THE RIGHT, TURN RIGHT, GO 0.5
 GV4798'MILE TO A CROSS ROAD, TURN RIGHT, GO 1.3 MILES TO RIVER.  LEAVE
 GV4798'TRUCK HERE AND GO UPSTREAM 150 PACES FROM THE FENCE TO THE
 GV4798'STATION.
 GV4798
 GV4798                          STATION RECOVERY (1942)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4798'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV4798'IN GOOD CONDITION.  DISTANCES TO THE REFERENCE MARKS CHECKED
 GV4798'SATISFACTORILY.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GV4798'
 GV4798'THE STATION IS ABOUT 1 MILE SE OF WEST POINT AND DIRECTLY
 GV4798'ACROSS THE RIVER.  IT IS ABOUT 400 YARDS S OF THE BRIDGE ACROSS
 GV4798'THE MATTAPONI RIVER AND 300 YARDS NNW OF A FARMHOUSE AND 300
 GV4798'FEET UPSTREAM FROM A FENCE AT THE END OF THE ROAD.  IT IS
 GV4798'ABOUT 25 FEET INSHORE FROM THE HIGH-WATER MARK.  IT IS STAMPED
 GV4798'BROOKS 2 1912-1934 AND IS FLUSH WITH THE GROUND.
 GV4798'
 GV4798'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS STAMPED
 GV4798'BROOKS 2 1912 1934.
 GV4798'
 GV4798'REFERENCE MARK NO. 3 IS STAMPED BROOKS 2 1912 1934 NO. 3 AND
 GV4798'IS FLUSH WITH THE GROUND.
 GV4798'
 GV4798'REFERENCE MARK NO. 2 (USED AS AZIMUTH MARK) IS ON THE LEFT
 GV4798'SIDE OF THE ROAD 0.3 MILE E OF THE E END OF THE RIVER BRIDGE.
 GV4798'IT IS ABOUT 75 FEET NW OF VIRGINIA AVENUE AND 23 FEET N OF THE
 GV4798'CENTER OF STATE HIGHWAY 33 AND 1 FOOT INSIDE THE FENCE LINE
 GV4798'ALONG THE N SIDE OF THE HIGHWAY.  IT IS STAMPED BROOKS 2 1912
 GV4798'AND PROJECTS 4 INCHES.
 GV4798'
 GV4798'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WEST POINT AT
 GV4798'THE JUNCTION OF STATE HIGHWAYS 30 AND 33 GO NE ON STATE HIGHWAY
 GV4798'33 FOR 1.55 MILES TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND
 GV4798'GO SW 0.25 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO 0.3 MILE
 GV4798'TO A FORKS.  TAKE RIGHT FORK AND GO 0.2 MILE TO THE RIVER
 GV4798'AND A FENCE AT THE END OF THE ROAD.  THE STATION IS ABOUT
 GV4798'300 FEET UPSTREAM ALONG THE RIVER BANK AS DESCRIBED.
 GV4798
 GV4798                          STATION RECOVERY (1944)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4798'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 GV4798'
 GV4798'1.  THE STATION IS 580 FEET N OF FENCE LINE, NOT 150 PACES
 GV4798'N OF FENCE LINE.
 GV4798'
 GV4798'2.  REFERENCE MARK 1 IS NNE OF STATION, NOT N.
 GV4798'
 GV4798'3.  REFERENCE MARK 3 IS E OF STATION, NOT NW.
 GV4798
 GV4798                          STATION RECOVERY (1945)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 GV4798'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AS
 GV4798'A NEW AZIMUTH MARK HAS BEEN ESTABLISHED AND THERE IS A CHANGE
 GV4798'IN THE ROUTING, A NEW DESCRIPTION IS GIVEN, SOME OF WHICH IS
 GV4798'COPIED FROM THE OLD ONE.
 GV4798'
 GV4798'THIS IS A SECOND-ORDER STATION, LOCATED 1 MILE E OF WEST POINT
 GV4798'AND DIRECTLY ACROSS THE MATTAPONI RIVER, 7.5 METERS BACK OF
 GV4798'THE HIGH-WATER MARK AND ABOUT 300 METERS SW OF THE HOME OF
 GV4798'MRS. A.H. KEELER.  IT IS ABOUT 200 YARDS N, OR UPSTREAM, FROM
 GV4798'THE OLD BROOKS FERRY LANDING, AND ABOUT 600 YARDS SSE OF THE
 GV4798'E END OF THE NEW CONCRETE BRIDGE ACROSS THE MATTAPONI RIVER.
 GV4798'MARK PROJECTS ABOUT 1 INCH.
 GV4798'
 GV4798'REFERENCE MARK 1 IS LOCATED 26.062 METERS N (NOT NNE) OF THE
 GV4798'STATION, 25 PACES NE OF THE RIVER AND PROJECTS ABOUT 6 INCHES.
 GV4798'
 GV4798'REFERENCE MARK 3 IS LOCATED 19.805 METERS E OF THE STATION AND
 GV4798'32 PACES NE OF THE RIVER.
 GV4798'
 GV4798'REFERENCE MARK 2 HAS BEEN DESTROYED BY NEW HIGHWAY CONSTRUCTION
 GV4798'AND A NEW AZIMUTH MARK WAS ESTABLISHED ON RANGE AND 20 FEET
 GV4798'FARTHER AWAY FROM THE STATION.  NEW AZIMUTH MARK IS LOCATED ON
 GV4798'THE N SIDE OF THE NEW HIGHWAY LEADING TO THE CONCRETE BRIDGE
 GV4798'ACROSS THE MATTAPONI RIVER FROM THE E, 0.3 MILE E OF THE E
 GV4798'END OF THE BRIDGE AND ABOUT 100 YARDS SE OF THE FIRST HOUSE
 GV4798'ON THE LEFT (N) SIDE OF HIGHWAY (2-STORY YELLOW HOUSE), AND
 GV4798'ABOUT 1 FOOT S OF THE FENCE THAT MARKS THE STATE HIGHWAY
 GV4798'RIGHT-OF-WAY.
 GV4798'
 GV4798'TO REACH THE STATION FROM WEST POINT, E ACROSS THE CONCRETE
 GV4798'BRIDGE OVER THE MATTAPONI RIVER, CONTINUE E ON ROUTE FOR 0.5
 GV4798'MILE FROM THE E END OF THE BRIDGE, TURN RIGHT ONTO DIRT ROAD
 GV4798'JUST AFTER CROSSING SMALL STREAM, CONTINUE ON DIRT ROAD FOR
 GV4798'0.4 MILE, TURN RIGHT ONTO GOOD WOODS ROAD DOWN TO OLD BROOKS
 GV4798'FERRY LANDING.  STATION IS ABOUT 200 YARDS TO N, NEAR RIVERS
 GV4798'EDGE.  THE LAST PART OF THE ABOVE ROAD PARALLELS THE RIVER
 GV4798'AND PASSES A LARGE ABANDONED TWO-STORY HOUSE WITH TWO LARGE
 GV4798'BRICK CHIMNEYS ON EACH END.
 GV4798
 GV4798                          STATION RECOVERY (1948)
 GV4798
 GV4798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 GV4798'STATION RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK (R.M. 2)
 GV4798'WAS MOVED IN 1945 WITH A CHANGE IN THE HIGHWAY LOCATION.  THE
 GV4798'1945 RECOVERY NOTE IS ADEQUATE EXCEPT FOR THE AZIMUTH MARK
 GV4798'DESCRIPTION.  A COMPLETE NEW DESCRIPTION OF THE AZIMUTH MARK
 GV4798'FOLLOWS--
 GV4798'
 GV4798'THE AZIMUTH MARK IS LOCATED 0.5 MILE E OF THE E END OF THE
 GV4798'LORD DELAWARE BRIDGE (MATTAPONI R.), 40.0 FEET N OF HIGHWAY
 GV4798'33 CENTER LINE, 1.0 FEET S OF WIRE FENCE, 245.0 FEET E OF THE
 GV4798'SE CORNER OF THE F.W. BUSICK RESIDENCE, AND 184.7 FEET W ALONG
 GV4798'FENCE FROM B.M. S 48.  AZIMUTH MARK IS STAMPED BROOKS 2 1911-12
 GV4798'RESET 1945 AND IS FLUSH WITH GROUND.
 GV4798
 GV4798                          STATION RECOVERY (1995)
 GV4798
 GV4798'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4798'MARK NOT FOUND.
 GV4798
 GV4798                          STATION RECOVERY (2000)
 GV4798
 GV4798'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4798'MARK NOT FOUND.
 GV4798
 GV4798                          STATION RECOVERY (2004)
 GV4798
 GV4798'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0848 ***********************************************************************
 GV0848  DESIGNATION -  BROOKS 2 AZ MK
 GV0848  PID         -  GV0848
 GV0848  STATE/COUNTY-  VA/KING AND QUEEN
 GV0848  USGS QUAD   -  WEST POINT (1986)
 GV0848
 GV0848                         *CURRENT SURVEY CONTROL
 GV0848  ___________________________________________________________________
 GV0848* NAD 83(1986)-  37 31 52.     (N)    076 47 00.     (W)     SCALED    
 GV0848* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 GV0848  ___________________________________________________________________
 GV0848  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 GV0848
 GV0848  VERT ORDER  -  THIRD (See Below)
 GV0848
 GV0848.The horizontal coordinates were scaled from a topographic map and have
 GV0848.an estimated accuracy of +/- 6 seconds.
 GV0848
 GV0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV0848.The vertical order pertains to the NGVD 29 superseded value.
 GV0848
 GV0848.The geoid height was determined by GEOID03.
 GV0848
 GV0848;                    North         East    Units  Estimated Accuracy
 GV0848;SPC VA S     - 1,134,300.    3,651,720.      MT  (+/- 180 meters Scaled)
 GV0848
 GV0848                          SUPERSEDED SURVEY CONTROL
 GV0848
 GV0848  NGVD 29 (??/??/??)    3.76   (m)           12.3    (f) RESET       3  
 GV0848
 GV0848.Superseded values are not recommended for survey control.
 GV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0848.See file dsdata.txt to determine how the superseded data were derived.
 GV0848
 GV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG424552(NAD 83)
 GV0848_MARKER: DZ = AZIMUTH MARK DISK
 GV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0848_STAMPING: BROOKS 2 1911-12 RESET 1945
 GV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0848+STABILITY: SURFACE MOTION
 GV0848
 GV0848  HISTORY     - Date     Condition        Report By
 GV0848  HISTORY     - 1945     MONUMENTED       CGS
 GV0848  HISTORY     - 1969     GOOD             CGS
 GV0848  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0848  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV0848  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV0848  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV0848
 GV0848                          STATION DESCRIPTION
 GV0848
 GV0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GV0848'2.7 MI W FROM CENTERVILLE.
 GV0848'ABOUT 0.5 MILE EAST OF THE EAST END OF THE LORD DELAWARE BRIDGE
 GV0848'OVER THE MATTAPONI RIVER, ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY
 GV0848'33 FROM THE POST OFFICE AT SHACKLEFORDS (CENTERVILLE), 245 FEET
 GV0848'EAST OF THE SOUTHEAST CORNER OF THE F.W. BUSICK RESIDENCE, 40
 GV0848'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A
 GV0848'WIRE FENCE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GV0848'GROUND.
 GV0848
 GV0848                          STATION RECOVERY (1978)
 GV0848
 GV0848'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0848'MARK NOT FOUND.
 GV0848
 GV0848                          STATION RECOVERY (1995)
 GV0848
 GV0848'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0848'MARK NOT FOUND.
 GV0848
 GV0848                          STATION RECOVERY (2000)
 GV0848
 GV0848'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0848'MARK NOT FOUND.
 GV0848
 GV0848                          STATION RECOVERY (2004)
 GV0848
 GV0848'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4796 ***********************************************************************
 GV4796  DESIGNATION -  BROOKS FERRY LARGE HOUSE CHIM
 GV4796  PID         -  GV4796
 GV4796  STATE/COUNTY-  VA/KING AND QUEEN
 GV4796  USGS QUAD   -  WEST POINT (1986)
 GV4796
 GV4796                         *CURRENT SURVEY CONTROL
 GV4796  ___________________________________________________________________
 GV4796* NAD 83(1993)-  37 31 47.46554(N)    076 46 48.92572(W)     ADJUSTED  
 GV4796* NAVD 88     -                                                        
 GV4796  ___________________________________________________________________
 GV4796  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GV4796  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 GV4796
 GV4796  HORZ ORDER  -  THIRD
 GV4796
 GV4796.The horizontal coordinates were established by classical geodetic methods
 GV4796.and adjusted by the National Geodetic Survey in November 1994..
 GV4796
 GV4796
 GV4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4796
 GV4796.The geoid height was determined by GEOID03.
 GV4796
 GV4796;                    North         East     Units Scale Factor Converg.
 GV4796;SPC VA S     - 1,134,168.664 3,651,992.369   MT  0.99994940   +1 02 37.5
 GV4796;SPC VA S     - 3,721,018.36 11,981,578.30   sFT  0.99994940   +1 02 37.5
 GV4796;UTM  18      - 4,155,142.118   342,699.014   MT  0.99990479   -1 05 05.0
 GV4796
 GV4796                          SUPERSEDED SURVEY CONTROL
 GV4796
 GV4796  NAD 83(1986)-  37 31 47.46701(N)    076 46 48.94194(W) AD(       ) 4
 GV4796  NAD 27      -  37 31 46.94700(N)    076 46 50.08200(W) AD(       ) 3
 GV4796
 GV4796.Superseded values are not recommended for survey control.
 GV4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4796.See file dsdata.txt to determine how the superseded data were derived.
 GV4796
 GV4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4269955142(NAD 83)
 GV4796_MARKER: 85 = CHIMNEY
 GV4796
 GV4796  HISTORY     - Date     Condition        Report By
 GV4796  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4796  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV4796
 GV4796                          STATION DESCRIPTION
 GV4796
 GV4796'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4797 ***********************************************************************
 GV4797  DESIGNATION -  BROOKS FERRY POLE
 GV4797  PID         -  GV4797
 GV4797  STATE/COUNTY-  VA/KING AND QUEEN
 GV4797  USGS QUAD   -  WEST POINT (1986)
 GV4797
 GV4797                         *CURRENT SURVEY CONTROL
 GV4797  ___________________________________________________________________
 GV4797* NAD 83(1993)-  37 31 46.28223(N)    076 46 59.72426(W)     ADJUSTED  
 GV4797* NAVD 88     -                                                        
 GV4797  ___________________________________________________________________
 GV4797  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 GV4797  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 GV4797
 GV4797  HORZ ORDER  -  THIRD
 GV4797
 GV4797.The horizontal coordinates were established by classical geodetic methods
 GV4797.and adjusted by the National Geodetic Survey in November 1994..
 GV4797
 GV4797
 GV4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4797
 GV4797.The geoid height was determined by GEOID03.
 GV4797
 GV4797;                    North         East     Units Scale Factor Converg.
 GV4797;SPC VA S     - 1,134,127.366 3,651,727.955   MT  0.99994939   +1 02 31.0
 GV4797;SPC VA S     - 3,720,882.87 11,980,710.80   sFT  0.99994939   +1 02 31.0
 GV4797;UTM  18      - 4,155,110.670   342,433.260   MT  0.99990582   -1 05 11.5
 GV4797
 GV4797                          SUPERSEDED SURVEY CONTROL
 GV4797
 GV4797  NAD 83(1986)-  37 31 46.28370(N)    076 46 59.74043(W) AD(       ) 4
 GV4797  NAD 27      -  37 31 45.76300(N)    076 47 00.88000(W) AD(       ) 3
 GV4797
 GV4797.Superseded values are not recommended for survey control.
 GV4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4797.See file dsdata.txt to determine how the superseded data were derived.
 GV4797
 GV4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4243355111(NAD 83)
 GV4797_MARKER: 61 = POLE
 GV4797
 GV4797  HISTORY     - Date     Condition        Report By
 GV4797  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4797  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV4797
 GV4797                          STATION DESCRIPTION
 GV4797
 GV4797'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4217 ***********************************************************************
 GV4217  DESIGNATION -  BROOKS VFC 1920
 GV4217  PID         -  GV4217
 GV4217  STATE/COUNTY-  VA/MATHEWS
 GV4217  USGS QUAD   -  MATHEWS (1965)
 GV4217
 GV4217                         *CURRENT SURVEY CONTROL
 GV4217  ___________________________________________________________________
 GV4217* NAD 83(1993)-  37 29 46.97418(N)    076 19 47.11018(W)     ADJUSTED  
 GV4217* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4217  ___________________________________________________________________
 GV4217  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 GV4217  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 GV4217
 GV4217  HORZ ORDER  -  THIRD
 GV4217
 GV4217.The horizontal coordinates were established by classical geodetic methods
 GV4217.and adjusted by the National Geodetic Survey in September 1995..
 GV4217
 GV4217.The orthometric height was scaled from a topographic map.
 GV4217
 GV4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4217
 GV4217.The geoid height was determined by GEOID03.
 GV4217
 GV4217;                    North         East     Units Scale Factor Converg.
 GV4217;SPC VA S     - 1,131,275.428 3,691,887.432   MT  0.99994792   +1 19 01.8
 GV4217;SPC VA S     - 3,711,526.13 12,112,467.35   sFT  0.99994792   +1 19 01.8
 GV4217;UTM  18      - 4,150,770.305   382,454.618   MT  0.99977019   -0 48 34.3
 GV4217
 GV4217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4217!SPC VA S     -   1.00000568  x   0.99994792  =   0.99995360
 GV4217!UTM  18      -   1.00000568  x   0.99977019  =   0.99977587
 GV4217
 GV4217:                Primary Azimuth Mark                     Grid Az
 GV4217:SPC VA S     -  STOVE RESET                              355 32 20.9
 GV4217:UTM  18      -  STOVE RESET                              357 39 57.0
 GV4217
 GV4217|---------------------------------------------------------------------|
 GV4217| PID    Reference Object                     Distance      Geod. Az  |
 GV4217|                                                           dddmmss.s |
 GV4217| GV3667 STOVE RESET                         APPROX. 3.1 KM 3565122.7 |
 GV4217|---------------------------------------------------------------------|
 GV4217
 GV4217                          SUPERSEDED SURVEY CONTROL
 GV4217
 GV4217  NAD 83(1993)-  37 29 46.97380(N)    076 19 47.10968(W) AD(       ) 3
 GV4217  NAD 83(1986)-  37 29 46.97870(N)    076 19 47.13127(W) AD(       ) 3
 GV4217  NAD 27      -  37 29 46.50300(N)    076 19 48.34200(W) AD(       ) 3
 GV4217
 GV4217.Superseded values are not recommended for survey control.
 GV4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4217.See file dsdata.txt to determine how the superseded data were derived.
 GV4217
 GV4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8245550770(NAD 83)
 GV4217_MARKER: DS = TRIANGULATION STATION DISK
 GV4217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4217_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV4217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4217
 GV4217  HISTORY     - Date     Condition        Report By
 GV4217  HISTORY     - 1920     MONUMENTED       VACF
 GV4217  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4217  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4217
 GV4217                          STATION DESCRIPTION
 GV4217
 GV4217'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4217'IN THE VICINITY OF HILLS BAY, PIANKATANK RIVER, ON LOW SANDY
 GV4217'RIDGE SOUTHWEST OF THE MOUTH OF A SMALL CREEK AND NORTHEAST
 GV4217'OF THE BLUFF IN FRONT OF MR. BROOKS DWELLING, MARKED BY A
 GV4217'5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED
 GV4217'NEAR SURFACE OF GROUND BY A BLOCK OF CONCRETE.  A U.S.C. AND
 GV4217'G.S. BRASS MARKER MARKS THE STATION.
 GV4217
 GV4217                          STATION RECOVERY (1944)
 GV4217
 GV4217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4217'STATION NOT RECOVERED.  THE BLUFF AT THIS PLACE HAS WASHED
 GV4217'BADLY AND THE STATION IS PROBABLY DESTROYED.  THE BROOK
 GV4217'DWELLING MENTIONED IN THE DESCRIPTION HAS BEEN MOVED BECAUSE
 GV4217'OF THE WASHING.
 GV4217
 GV4217                          STATION RECOVERY (2002)
 GV4217
 GV4217'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1515 ***********************************************************************
 FY1515  DESIGNATION -  BROSVILLE
 FY1515  PID         -  FY1515
 FY1515  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1515  USGS QUAD   -  BROSVILLE (1982)
 FY1515
 FY1515                         *CURRENT SURVEY CONTROL
 FY1515  ___________________________________________________________________
 FY1515* NAD 83(1993)-  36 37 13.77090(N)    079 36 13.11914(W)     ADJUSTED  
 FY1515* NAVD 88     -       268.721  (meters)     881.63   (feet)  ADJUSTED  
 FY1515  ___________________________________________________________________
 FY1515  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FY1515  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FY1515  DYNAMIC HT  -         268.493 (meters)     880.88  (feet)  COMP
 FY1515  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 FY1515
 FY1515  HORZ ORDER  -  SECOND
 FY1515  VERT ORDER  -  SECOND    CLASS 0
 FY1515
 FY1515.The horizontal coordinates were established by classical geodetic methods
 FY1515.and adjusted by the National Geodetic Survey in September 1995..
 FY1515
 FY1515.The orthometric height was determined by differential leveling
 FY1515.and adjusted by the National Geodetic Survey in June 1991..
 FY1515
 FY1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1515
 FY1515.The geoid height was determined by GEOID03.
 FY1515
 FY1515.The dynamic height is computed by dividing the NAVD 88
 FY1515.geopotential number by the normal gravity value computed on the
 FY1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1515.degrees latitude (g = 980.6199 gals.).
 FY1515
 FY1515.The modeled gravity was interpolated from observed gravity values.
 FY1515
 FY1515;                    North         East     Units Scale Factor Converg.
 FY1515;SPC VA S     - 1,032,444.570 3,401,276.030   MT  1.00002975   -0 40 11.4
 FY1515;SPC VA S     - 3,387,278.56 11,159,019.78   sFT  1.00002975   -0 40 11.4
 FY1515;UTM  17      - 4,053,681.342   624,860.581   MT  0.99979207   +0 49 59.0
 FY1515
 FY1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1515!SPC VA S     -   0.99996290  x   1.00002975  =   0.99999265
 FY1515!UTM  17      -   0.99996290  x   0.99979207  =   0.99975498
 FY1515
 FY1515:                Primary Azimuth Mark                     Grid Az
 FY1515:SPC VA S     -  BROSVILLE AZ MK                          129 49 08.1
 FY1515:UTM  17      -  BROSVILLE AZ MK                          128 18 57.7
 FY1515
 FY1515|---------------------------------------------------------------------|
 FY1515| PID    Reference Object                     Distance      Geod. Az  |
 FY1515|                                                           dddmmss.s |
 FY1515| DC5051 BROSVILLE AZ MK                                    1290856.7 |
 FY1515| FY1514 PTS 2 W R 2                          76.593 METERS 29000     |
 FY1515| FY1513 ET 17 MAX                           141.223 METERS 29249     |
 FY1515| FY2462 AXTON ATT RELAY TOWER               APPROX. 6.0 KM 2963854.2 |
 FY1515|---------------------------------------------------------------------|
 FY1515
 FY1515                          SUPERSEDED SURVEY CONTROL
 FY1515
 FY1515  NAD 83(1986)-  36 37 13.77650(N)    079 36 13.12079(W) AD(       ) 2
 FY1515  NAD 27      -  36 37 13.28557(N)    079 36 14.01424(W) AD(       ) 2
 FY1515  NGVD 29 (??/??/92)  268.941  (m)          882.35   (f) ADJ UNCH    2 0
 FY1515
 FY1515.Superseded values are not recommended for survey control.
 FY1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1515.See file dsdata.txt to determine how the superseded data were derived.
 FY1515
 FY1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2486153681(NAD 83)
 FY1515_MARKER: DE = TRAVERSE STATION DISK
 FY1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1515_STAMPING: BROSVILLE 1964
 FY1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1515+STABILITY: SURFACE MOTION
 FY1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1515+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 FY1515
 FY1515  HISTORY     - Date     Condition        Report By
 FY1515  HISTORY     - 1964     MONUMENTED       CGS
 FY1515  HISTORY     - 1964     GOOD             CGS
 FY1515  HISTORY     - 20060106 GOOD             INDIV
 FY1515
 FY1515                          STATION DESCRIPTION
 FY1515
 FY1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY1515'THE STATION IS LOCATED IN THE MEDIAN OF U.S. HIGHWAY 58,
 FY1515'11-1/2 MILES WEST OF DANVILLE, 5.4 MILES EAST OF THE
 FY1515'PITTSYLANIA-HENRY COUNTY LINE AND NEAR THE BROSVILLE SCHOOL.
 FY1515'
 FY1515'THE STATION MARK IS 263 FEET EAST OF THE NORTH ENTRANCE OF THE
 FY1515'BROSVILLE SCHOOL, 64 FEET NORTHEAST OF POWERLINE POLE NO. 304,
 FY1515'48 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST BOUND
 FY1515'LANE OF U.S. HIGHWAY 58 AND 31 FEET NORTHEAST OF THE APPROXIMATE
 FY1515'CENTER OF THE EAST BOUND LANE OF THE HIGHWAY.  IT IS A STANDARD
 FY1515'TRAVERSE DISK SET IN A SQUARE FLUSH CONCRETE MONUMENT AND IS
 FY1515'STAMPED BROSVILLE 1964.
 FY1515'
 FY1515'P.T. STA. NO. 2 (USGS) IS 143 FEET NORTHEAST OF THE NORTHWEST
 FY1515'CORNER OF THE BROSVILLE SCHOOL, 44 FEET SOUTHWEST OF THE
 FY1515'APPROXIMATE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 58
 FY1515'AND 38 FEET SOUTH OF POWERLINE POLE NO. 306.  IT IS A U.S.
 FY1515'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A ROUND 6-INCH CONCRETE
 FY1515'MONUMENT WHICH PROJECTS 12 INCHES AND IS STAMPED PRIM TRAV STA
 FY1515'NO 2 W 1924 R 2 VA 1924.  THE MONUMENT IS PAINTED WHITE.
 FY1515'
 FY1515'ET 17 MAX (USDI) IS 88 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FY1515'OF THE EAST BOUND LANE OF U.S. HIGHWAY 58, 57 FEET SOUTHWEST
 FY1515'OF POWERLINE POLE NO. 307, 57 FEET SOUTHEAST OF THE SOUTHEAST
 FY1515'CORNER OF A FRAME BUILDING AND 2 FEET NORTH OF A ROW OF
 FY1515'4 BY 4 POSTS.  IT IS A U.S. DEPT. OF INTERIOR BENCH MARK DISK
 FY1515'SET IN A SQUARE 6-INCH CONCRETE MONUMENT PROJECTING 1 INCH
 FY1515'AND IS STAMPED ET 17 MAX 1963 888.
 FY1515'
 FY1515'THE AZIMUTH MARK IS 54.7 FEET NORTHWEST OF A TELEPHONE POLE, 41
 FY1515'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE EAST BOUND
 FY1515'LANE OF U.S. HIGHWAY 58 AND 9 FEET SOUTH OF A TWIN TRUNK TREE.
 FY1515'IT IS A STANDARD DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT
 FY1515'AND IS STAMPED BROSVILLE 1964.
 FY1515'
 FY1515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 FY1515'U.S. HIGHWAY 58 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FY1515'
 FY1515'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FY1515
 FY1515                          STATION RECOVERY (1964)
 FY1515
 FY1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY1515'AT BROSVILLE.
 FY1515'THE MARK IS LOCATED IN THE MEDIAN OF U.S. HIGHWAY 58 AT THE
 FY1515'BROSVILLE SCHOOL, SET IN THE TOP OF A CONCRETE POST, FLUSH, 263
 FY1515'FEET EAST OF THE NORTH ENTRANCE OF THE BROSVILLE SCHOOL, 64 FEET
 FY1515'NORTHEAST OF POWERLINE POLE NO. 304, 48 FEET SOUTHWEST OF THE
 FY1515'APPROXIMATE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 58, 31
 FY1515'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE EAST BOUND LANE
 FY1515'OF U.S. HIGHWAY 58 AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY1515
 FY1515                          STATION RECOVERY (2006)
 FY1515
 FY1515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 FY1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3357 ***********************************************************************
 HW3357  DESIGNATION -  BROWN
 HW3357  PID         -  HW3357
 HW3357  STATE/COUNTY-  VA/AUGUSTA
 HW3357  USGS QUAD   -  FORT DEFIANCE (1984)
 HW3357
 HW3357                         *CURRENT SURVEY CONTROL
 HW3357  ___________________________________________________________________
 HW3357* NAD 83(1993)-  38 09 43.55751(N)    078 53 37.97494(W)     ADJUSTED  
 HW3357* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 HW3357  ___________________________________________________________________
 HW3357  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HW3357  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW3357
 HW3357  HORZ ORDER  -  SECOND
 HW3357
 HW3357.The horizontal coordinates were established by classical geodetic methods
 HW3357.and adjusted by the National Geodetic Survey in November 1994..
 HW3357
 HW3357.The orthometric height was scaled from a topographic map.
 HW3357
 HW3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3357
 HW3357.The geoid height was determined by GEOID03.
 HW3357
 HW3357;                    North         East     Units Scale Factor Converg.
 HW3357;SPC VA N     - 2,055,065.968 3,465,481.475   MT  0.99997977   -0 14 45.0
 HW3357;SPC VA N     - 6,742,328.93 11,369,667.14   sFT  0.99997977   -0 14 45.0
 HW3357;SPC VA S     - 1,203,030.625 3,465,479.338   MT  1.00004151   -0 14 20.6
 HW3357;SPC VA S     - 3,946,942.98 11,369,660.13   sFT  1.00004151   -0 14 20.6
 HW3357;UTM  17      - 4,225,896.464   684,513.699   MT  1.00001931   +1 18 06.2
 HW3357
 HW3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3357!SPC VA N     -   0.99993387  x   0.99997977  =   0.99991364
 HW3357!SPC VA S     -   0.99993387  x   1.00004151  =   0.99997538
 HW3357!UTM  17      -   0.99993387  x   1.00001931  =   0.99995318
 HW3357
 HW3357|---------------------------------------------------------------------|
 HW3357| PID    Reference Object                     Distance      Geod. Az  |
 HW3357|                                                           dddmmss.s |
 HW3357| DC3893 BROWN RM 1                           17.100 METERS 03008     |
 HW3357| DC3892 BROWN AZ MK                                        1980722.5 |
 HW3357| DC3894 BROWN RM 2                           20.372 METERS 19917     |
 HW3357|---------------------------------------------------------------------|
 HW3357
 HW3357                          SUPERSEDED SURVEY CONTROL
 HW3357
 HW3357  NAD 83(1986)-  38 09 43.55944(N)    078 53 37.97733(W) AD(       ) 2
 HW3357  NAD 27      -  38 09 43.07477(N)    078 53 38.88210(W) AD(       ) 2
 HW3357
 HW3357.Superseded values are not recommended for survey control.
 HW3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3357.See file dsdata.txt to determine how the superseded data were derived.
 HW3357
 HW3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8451425896(NAD 83)
 HW3357_MARKER: DS = TRIANGULATION STATION DISK
 HW3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3357
 HW3357  HISTORY     - Date     Condition        Report By
 HW3357  HISTORY     - 1957     MONUMENTED       CGS
 HW3357
 HW3357                          STATION DESCRIPTION
 HW3357
 HW3357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3357'THE STATION IS LOCATED ABOUT 10 MILES EAST OF STAUNTON, 6
 HW3357'MILES NORTH OF WAYNESBORO AND 6 MILES NORTHEAST OF FISHERSVILLE.
 HW3357'IT IS 31 FEET SOUTH SOUTHWEST OF A LARGE TRIANGULAR BLAZED
 HW3357'OAK TREE, 21 FEET EAST OF A TRIANGULAR BLAZED OAK TREE AND
 HW3357'15 FEET WEST OF A TRIANGULAR BLAZED OAK TREE.  THE MARK PROJECTS
 HW3357'ABOUT 4 INCHES AND THE DISK IS STAMPED BROWN 1957.
 HW3357'
 HW3357'REFERENCE MARK NO. 1 IS 34 FEET NORTH NORTHWEST OF A LARGE
 HW3357'TRIANGULAR BLAZED OAK TREE.  THE DISK IS SET IN A DRILL
 HW3357'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 FEET AND
 HW3357'IS STAMPED BROWN NO 1 1957.
 HW3357'
 HW3357'REFERENCE MARK NO. 2 IS 58 FEET SOUTH OF A TRIANGULAR BLAZED
 HW3357'OAK TREE.  THE DISK IS SET IN A DRILL HOLE OF OUTCROPPING
 HW3357'BEDROCK THAT PROJECTS ABOUT 3 FEET AND IS STAMPED BROWN NO
 HW3357'2 1957.
 HW3357'
 HW3357'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 HW3357'ROAD, 6 FEET WEST OF THE WEST END OF A GATE AND 4 FEET NORTH
 HW3357'OF THE NORTH END OF HEDGE ROW.  THE MARK IS SET FLUSH WITH
 HW3357'THE GROUND AND THE DISK IS STAMPED BROWN 1957.
 HW3357'
 HW3357'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HW3357'250 AND STATE HIGHWAY 608 AT THE NORTH EAST CORNER OF SCHOOL
 HW3357'YARD IN FISHERSVILLE, GO NORTHERLY ON STATE HIGHWAY 608 FOR
 HW3357'0.5 MILE TO FORK, TAKE LEFT FORK AND CONTINUE NORTHERLY ON
 HW3357'STATE HIGHWAY 608 FOR 4.8 MILES TO A SIDE ROAD RIGHT.  TURN
 HW3357'RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 1.5 MILES TO AZIMUTH
 HW3357'MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 HW3357'0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT ON FARM ROAD AND GO
 HW3357'NORTHERLY FOR 0.25 MILE TO GATE.  PASS THROUGH GATE AND
 HW3357'CONTINUE NORTHERLY ON TRACK ROAD THROUGH PASTURE FOR 0.4 MILE
 HW3357'TO THE EDGE OF WOODS LINE ON THE NORTHEAST SIDE OF HILL
 HW3357'AND END OF TRUCK TRAVEL.  FROM HERE GO SOUTHWESTERLY UP
 HW3357'SLOPE OF HILL FOR ABOUT 0.1 MILE TO THE HIGHEST POINT OF
 HW3357'KNOB AND STATION.
 HW3357'
 HW3357'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5108 ***********************************************************************
 HV5108  DESIGNATION -  BROWN
 HV5108  PID         -  HV5108
 HV5108  STATE/COUNTY-  VA/FAIRFAX
 HV5108  USGS QUAD   -  VIENNA (1994)
 HV5108
 HV5108                         *CURRENT SURVEY CONTROL
 HV5108  ___________________________________________________________________
 HV5108* NAD 83(1993)-  38 58 32.01001(N)    077 18 49.16855(W)     ADJUSTED  
 HV5108* NAVD 88     -       106.35   (+/-2cm)     348.9    (feet)  VERTCON   
 HV5108  ___________________________________________________________________
 HV5108  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HV5108  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV5108
 HV5108  HORZ ORDER  -  SECOND
 HV5108  VERT ORDER  -  THIRD ? (See Below)
 HV5108
 HV5108.The horizontal coordinates were established by classical geodetic methods
 HV5108.and adjusted by the National Geodetic Survey in November 1994..
 HV5108
 HV5108.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5108.The vertical order pertains to the NGVD 29 superseded value.
 HV5108
 HV5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5108
 HV5108.The geoid height was determined by GEOID03.
 HV5108
 HV5108;                    North         East     Units Scale Factor Converg.
 HV5108;SPC VA N     - 2,145,952.133 3,602,797.730   MT  0.99996787   +0 44 25.5
 HV5108;SPC VA N     - 7,040,511.29 11,820,178.89   sFT  0.99996787   +0 44 25.5
 HV5108;SPC MD       -   145,339.634   372,820.971   MT  0.99995136   -0 11 48.7
 HV5108;SPC MD       -   476,835.12  1,223,163.47   sFT  0.99995136   -0 11 48.7
 HV5108;UTM  18      - 4,316,610.344   299,575.901   MT  1.00009466   -1 27 20.7
 HV5108
 HV5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5108!SPC VA N     -   0.99998829  x   0.99996787  =   0.99995616
 HV5108!SPC MD       -   0.99998829  x   0.99995136  =   0.99993965
 HV5108!UTM  18      -   0.99998829  x   1.00009466  =   1.00008295
 HV5108
 HV5108|---------------------------------------------------------------------|
 HV5108| PID    Reference Object                     Distance      Geod. Az  |
 HV5108|                                                           dddmmss.s |
 HV5108| DC6740 BROWN RM 1                           29.819 METERS 16009     |
 HV5108| HV2770 HOCH                                APPROX. 3.1 KM 1862316.0 |
 HV5108| DC6739 BROWN AZ MK RESET                                  2573757.1 |
 HV5108| DC6738 BROWN AZ MK                                        2610803.9 |
 HV5108| HV5124 BROWN AZ MK 2                       APPROX. 0.5 KM 2624500.1 |
 HV5108| DC6741 BROWN RM 2                           28.779 METERS 31738     |
 HV5108| HV5109 DRANESVILLE ATL SEABOARD TOWER      APPROX. 1.8 KM 3255336.8 |
 HV5108|---------------------------------------------------------------------|
 HV5108
 HV5108                          SUPERSEDED SURVEY CONTROL
 HV5108
 HV5108  NAD 83(1993)-  38 58 32.00930(N)    077 18 49.17029(W) AD(       ) 2
 HV5108  NAD 83(1986)-  38 58 32.01115(N)    077 18 49.18032(W) AD(       ) 2
 HV5108  NAD 27      -  38 58 31.61528(N)    077 18 50.23093(W) AD(       ) 2
 HV5108  NGVD 29 (07/19/86)  106.58   (m)          349.7    (f) LEVELING    3  
 HV5108
 HV5108.Superseded values are not recommended for survey control.
 HV5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5108.See file dsdata.txt to determine how the superseded data were derived.
 HV5108
 HV5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9957616610(NAD 83)
 HV5108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5108_STAMPING: BROWN 1958
 HV5108_MARK LOGO: CGS   
 HV5108_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5108+STABILITY: SURFACE MOTION
 HV5108
 HV5108  HISTORY     - Date     Condition        Report By
 HV5108  HISTORY     - 1958     MONUMENTED       CGS
 HV5108  HISTORY     - 1962     GOOD             LOCENG
 HV5108  HISTORY     - 1968     GOOD             CGS
 HV5108  HISTORY     - 1969     GOOD             CGS
 HV5108  HISTORY     - 1975     GOOD             VA-059
 HV5108  HISTORY     - 1990     GOOD             VADHT
 HV5108  HISTORY     - 19991115 MARK NOT FOUND   USPSQD
 HV5108  HISTORY     - 20000404 GOOD             GEOMET
 HV5108  HISTORY     - 20000427 GOOD             GEOMET
 HV5108
 HV5108                          STATION DESCRIPTION
 HV5108
 HV5108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5108'THE STATION IS APPROXIMATELY 4.0 MILES EAST OF HERNDON, 2.0
 HV5108'MILES SOUTHEAST OF DRANESVILLE AND 0.1 MILE WEST OF STATE
 HV5108'HIGHWAY 7 ON THE SUMMIT OF GRASSY KNOLL ON THE PROPERTY OF
 HV5108'MR. LEONARD BROWN.
 HV5108'
 HV5108'TO REACH FROM THE POST OFFICE IN HERNDON, GO EASTERLY ON
 HV5108'COUNTY ROUTE 606 FOR 3.65 MILES TO A GRAVEL SIDE ROAD RIGHT,
 HV5108'FIELD ENTRANCE ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT,
 HV5108'CONTINUE ON 606 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY
 HV5108'7, TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 7 FOR 0.1 MILE TO
 HV5108'DRIVEWAY TO HOUSE ON RIGHT (MARKED BY STONE PILLARS) TURN RIGHT
 HV5108'ON GRAVEL DRIVE AND GO WESTERLY FOR 0.05 MILE PASSING THROUGH
 HV5108'TWO GATES BETWEEN BARNS, TURN SHARP RIGHT THROUGH THIRD
 HV5108'GATE, THEN SHARP LEFT AND CONTINUE WESTERLY FOR 0.05 MILE
 HV5108'ACROSS PASTURE TO THE SUMMIT OF GRASSY KNOLL AND THE
 HV5108'STATION.
 HV5108'
 HV5108'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1958.  THE
 HV5108'SURFACE DISK IS SET IN A ROUND CONCRETE POST 10 INCHES BELOW
 HV5108'THE SURFACE OF THE GROUND.  IT IS 24 FEET EAST OF NORTH-SOUTH
 HV5108'FENCE LINE, 40 FEET EAST OF CENTER OF PAVED ROAD (674) AND
 HV5108'214 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF SHED.
 HV5108'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HV5108'34 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5108'
 HV5108'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROWN NO 1 1958,
 HV5108'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5108'IT IS 6 INCHES EAST OF NORTH-SOUTH FENCE LINE AND 72 FEET
 HV5108'NORTH-NORTHWEST OF POWER LINE POLE IN THE SOUTHWEST FENCE
 HV5108'CORNER OF PASTURE.
 HV5108'
 HV5108'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROWN NO 2 1958,
 HV5108'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5108'IT IS 6 INCHES EAST OF NORTH-SOUTH FENCE LINE AND 71 FEET
 HV5108'SOUTH-SOUTHEAST OF POWER LINE POLE.  A STANDARD WITNESS POST
 HV5108'WAS SET 1-1/2 FEET NORTH-NORTHWEST IN FENCE LINE.
 HV5108'
 HV5108'AZIMUTH MARK IS A STANDARD DISK STAMPED BROWN 1958, SET IN A
 HV5108'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HV5108'IT IS 29 FEET NORTH OF CENTER LINE OF COUNTY ROUTE 606, 36
 HV5108'FEET WEST OF FIELD ENTRANCE, 17 FEET EAST OF POWER LINE POLE
 HV5108'AND 3 FEET NORTH OF FENCE LINE.  A STANDARD WITNESS POST WAS
 HV5108'SET 2 FEET SOUTHEAST IN FENCE LINE.
 HV5108'
 HV5108'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV5108
 HV5108                          STATION RECOVERY (1962)
 HV5108
 HV5108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 HV5108'RECOVERED BY MASSEY ENGRS.
 HV5108'
 HV5108'ALL MARKS WERE FOUND IN GOOD CONDITION.
 HV5108
 HV5108                          STATION RECOVERY (1968)
 HV5108
 HV5108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MEZ)
 HV5108'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5108'TO BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED
 HV5108'THAT THE AZIMUTH MARK BE RELOCATED BECAUSE OF CONSTRUCTION SO
 HV5108'A NEW AZIMUTH MARK WAS ESTABLISHED.  THE ORIGINAL AZIMUTH
 HV5108'MARK WAS DESTROYED BY THE CONSTRUCTION.  THE DISTANCES TO
 HV5108'THE REFERENCE MARKS WAS FOUND TO BE REVERSED.  THE DIRECTION
 HV5108'TO THE MARKS WAS CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL
 HV5108'DESCRIPTION IS ADEQUATE EXCEPT THE HOME OF MR. BROWN HAS BEEN
 HV5108'REMOVED BECAUSE OF THE HIGHWAY CONSTRUCTION.
 HV5108'
 HV5108'AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 HV5108'OF STATE HIGHWAY 606 AND SECONDARY ROAD 1212, 68 FEET SOUTH
 HV5108'OF THE CENTERLINE OF STATE HIGHWAY 606, 42 FEET EAST OF
 HV5108'CENTERLINE OF SECONDARY STATE ROAD 1212 AND ON THE RIGHT OF WAY
 HV5108'EASEMENT LINE.  MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HV5108'STAMPED BROWN 1958 1968.
 HV5108'
 HV5108'TO REACH AZIMUTH MARK FROM STATION GO WESTERLY ON STATE
 HV5108'ROAD 606 FOR 0.35 MILE TO JUNCTION OF SECONDARY STATE ROAD
 HV5108'1212 AND AZIMUTH MARK ON LEFT AS DESCRIBED.
 HV5108'
 HV5108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 HV5108'SOUTHEAST OF DRANESVILLE.
 HV5108
 HV5108                          STATION RECOVERY (1969)
 HV5108
 HV5108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5108'THE STATION MARK, REFERENCE MARKS 1,2, AND THE AZIMUTH MARK WERE
 HV5108'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL AZIMUTH MARK WAS
 HV5108'ESTABLISHED AND THE PREVIOUS ROUTING IS INADEQUATE DUE TO ROAD
 HV5108'CHANGES.  FOLLOWING IS A NEW DESCRIPTION.
 HV5108'
 HV5108'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF THE POTOMAC RIVER, 4
 HV5108'MILES EAST OF HERNDON, 1/10 MILE SOUTH OF STATE HIGHWAY 7, AND ON
 HV5108'PROPERTY OWNED BY LEONARD BROWN.
 HV5108'
 HV5108'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO EASTERLY ON
 HV5108'COUNTY ROAD 606 FOR 3.65 MILES TO A SIDE ROAD RIGHT, COUNTY ROAD
 HV5108'1212, AND AN AZIMUTH MARK ON THE LEFT AND AN AZIMUTH MARK ON THE
 HV5108'RIGHT.  CONTINUE EAST, THEN NORTH ON COUNTY ROAD 606 FOR 0.15 MILE
 HV5108'TO A SIDE ROAD RIGHT, COUNTY ROAD 674.  TURN RIGHT, THEN LEFT, AND
 HV5108'GO NORTH ON A PAVED ROAD, PARALLELING COUNTY ROAD 606 FOR 0.15
 HV5108'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED
 HV5108'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HV5108'
 HV5108'THE STATION MARK IS A STANDARD DISK, STAMPED BROWN 1958, SET IN THE
 HV5108'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 6
 HV5108'INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 HV5108'CENTERLINE OF THE PAVED ROAD AND 24 FEET EAST OF A FENCE.
 HV5108'
 HV5108'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1958, SET IN
 HV5108'THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES
 HV5108'ABOVE THE GROUND.  IT IS 72 FEET NORTH-NORTHWEST OF A POWERLINE
 HV5108'POLE, 0.5 FEET EAST OF THE FENCE, AND ABOUT 3 FEET LOWER IN
 HV5108'ELEVATION THAN THE STATION.
 HV5108'
 HV5108'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1958, SET IN
 HV5108'THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES
 HV5108'ABOVE THE GROUND.  IT IS 71 FEET SOUTH-SOUTHEAST OF A POWERLINE
 HV5108'POLE 0.5 FEET EAST OF THE FENCE, AND ABOUT 1 FEET LOWER IN
 HV5108'ELEVATION THAN THE STATION.
 HV5108'
 HV5108'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROWN 1958 1968, SET IN
 HV5108'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV5108'FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET SOUTH OF THE
 HV5108'CENTERLINE OF COUNTY ROAD 606 AND 42 FEET EAST OF THE CENTERLINE OF
 HV5108'COUNTY ROAD 1212.
 HV5108'
 HV5108'AZIMUTH MARK NUMBER 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1958
 HV5108'1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HV5108'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26.3 FEET
 HV5108'SOUTHWEST OF A FENCE CORNER, 20.6 FEET SOUTH OF A FENCE LINE, 4.6
 HV5108'FEET NORTH-NORTHEAST OF A POWERLINE POLE NUMBERED HM 41,
 HV5108'AND 1.6 FEET NORTH-NORTHEAST OF A WITNESS POST.
 HV5108'
 HV5108'THE DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED DUE TO
 HV5108'OBSTRUCTIONS.
 HV5108'
 HV5108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 HV5108'HERNDON.
 HV5108
 HV5108                          STATION RECOVERY (1975)
 HV5108
 HV5108'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5108'THE STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE MARKS WERE
 HV5108'NOT SEARCHED FOR. SEE FAIRFAX COUNTY TAX MAP 12-3.
 HV5108
 HV5108                          STATION RECOVERY (1990)
 HV5108
 HV5108'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 HV5108'RECOVERED IN GOOD CONDITION.
 HV5108
 HV5108                          STATION RECOVERY (1999)
 HV5108
 HV5108'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5108'MARK NOT FOUND.
 HV5108
 HV5108                          STATION RECOVERY (2000)
 HV5108
 HV5108'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (SEM)
 HV5108'SURROUNDED BY TREES.
 HV5108
 HV5108                          STATION RECOVERY (2000)
 HV5108
 HV5108'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV5108'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4294 ***********************************************************************
 GV4294  DESIGNATION -  BROWN
 GV4294  PID         -  GV4294
 GV4294  STATE/COUNTY-  VA/GLOUCESTER
 GV4294  USGS QUAD   -  ACHILLES (1983)
 GV4294
 GV4294                         *CURRENT SURVEY CONTROL
 GV4294  ___________________________________________________________________
 GV4294* NAD 83(1993)-  37 16 07.06198(N)    076 25 33.91102(W)     ADJUSTED  
 GV4294* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4294  ___________________________________________________________________
 GV4294  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GV4294  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV4294
 GV4294  HORZ ORDER  -  THIRD
 GV4294
 GV4294.The horizontal coordinates were established by classical geodetic methods
 GV4294.and adjusted by the National Geodetic Survey in September 1995..
 GV4294
 GV4294.The orthometric height was scaled from a topographic map.
 GV4294
 GV4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4294
 GV4294.The geoid height was determined by GEOID03.
 GV4294
 GV4294;                    North         East     Units Scale Factor Converg.
 GV4294;SPC VA S     - 1,105,814.254 3,683,926.509   MT  0.99994688   +1 15 31.4
 GV4294;SPC VA S     - 3,627,992.26 12,086,348.89   sFT  0.99994688   +1 15 31.4
 GV4294;UTM  18      - 4,125,625.859   373,556.698   MT  0.99979694   -0 51 49.3
 GV4294
 GV4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4294!SPC VA S     -   1.00000538  x   0.99994688  =   0.99995226
 GV4294!UTM  18      -   1.00000538  x   0.99979694  =   0.99980232
 GV4294
 GV4294:                Primary Azimuth Mark                     Grid Az
 GV4294:SPC VA S     -  GREENE                                   128 23 58.2
 GV4294:UTM  18      -  GREENE                                   130 31 18.9
 GV4294
 GV4294|---------------------------------------------------------------------|
 GV4294| PID    Reference Object                     Distance      Geod. Az  |
 GV4294|                                                           dddmmss.s |
 GV4294| GV4312 GREENE                              477.006 METERS 1293929.6 |
 GV4294| DC9024 BROWN RM 1                           11.700 METERS 34526     |
 GV4294|---------------------------------------------------------------------|
 GV4294
 GV4294                          SUPERSEDED SURVEY CONTROL
 GV4294
 GV4294  NAD 83(1993)-  37 16 07.06241(N)    076 25 33.92041(W) AD(       ) 3
 GV4294  NAD 83(1986)-  37 16 07.07067(N)    076 25 33.94489(W) AD(       ) 3
 GV4294  NAD 27      -  37 16 06.55700(N)    076 25 35.13800(W) AD(       ) 3
 GV4294
 GV4294.Superseded values are not recommended for survey control.
 GV4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4294.See file dsdata.txt to determine how the superseded data were derived.
 GV4294
 GV4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7355725626(NAD 83)
 GV4294_MARKER: DS = TRIANGULATION STATION DISK
 GV4294_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV4294_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV4294
 GV4294  HISTORY     - Date     Condition        Report By
 GV4294  HISTORY     - 1932     MONUMENTED       CGS
 GV4294  HISTORY     - 1943     GOOD             CGS
 GV4294  HISTORY     - 1957     GOOD             AMS
 GV4294  HISTORY     - 19970227 MARK NOT FOUND   USPSQD
 GV4294  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4294
 GV4294                          STATION DESCRIPTION
 GV4294
 GV4294'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4294'STATION IS ON THE E SIDE OF PERRIN RIVER ON THE PROPERTY OF
 GV4294'W.C. BROWN, 75 METERS FROM HIGH-WATER LINE.  IT IS ON THE W
 GV4294'EDGE OF A CULTIVATED FIELD, 1 FOOT FROM THE FENCE ON THE E
 GV4294'BANK OF THE DITCH PARALLEL TO AND ON THE E OF LANE LEADING
 GV4294'DOWN TO THE WATER, ALONG THE WESTERN EDGE OF THE PROPERTY
 GV4294'BELONGING TO W.C. BROWN.  IT IS 13 METERS N OF THE LINE OF THE
 GV4294'FENCE AROUND CHICKEN YARD.
 GV4294'
 GV4294'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GV4294'IN CONCRETE, IN THE TOPS OF TILES AS DESCRIBED IN NOTES 6A AND
 GV4294'13A.
 GV4294'
 GV4294'REFERENCE MARK IS 4 FEET S OF THE MOST SOUTHERLY OF TWO
 GV4294'18-INCH CEDAR TREES, ON THE SAME FENCE LINE.
 GV4294'
 GV4294'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 GV4294
 GV4294                          STATION RECOVERY (1943)
 GV4294
 GV4294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4294'THIS STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION
 GV4294'IS ADEQUATE AND COMPLETE.  ALL REFERENCE POINTS AND MARKS
 GV4294'WERE MEASURED AND CHECKED.  THIS STATION IS IN GOOD CONDITION.
 GV4294'IT IS STAMPED BROWN 1932.
 GV4294
 GV4294                          STATION RECOVERY (1957)
 GV4294
 GV4294'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 GV4294'STATION RECOVERED IN GOOD CONDITION.
 GV4294
 GV4294                          STATION RECOVERY (1997)
 GV4294
 GV4294'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4294'MARK NOT FOUND.
 GV4294
 GV4294                          STATION RECOVERY (2002)
 GV4294
 GV4294'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4122 ***********************************************************************
 GV4122  DESIGNATION -  BROWN 1909
 GV4122  PID         -  GV4122
 GV4122  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4122  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4122
 GV4122                         *CURRENT SURVEY CONTROL
 GV4122  ___________________________________________________________________
 GV4122* NAD 83(1993)-  37 00 46.17010(N)    076 27 15.08379(W)     ADJUSTED  
 GV4122* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4122  ___________________________________________________________________
 GV4122  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 GV4122  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 GV4122
 GV4122  HORZ ORDER  -  THIRD
 GV4122
 GV4122.The horizontal coordinates were established by classical geodetic methods
 GV4122.and adjusted by the National Geodetic Survey in September 1995..
 GV4122
 GV4122.The orthometric height was scaled from a topographic map.
 GV4122
 GV4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4122
 GV4122.The geoid height was determined by GEOID03.
 GV4122
 GV4122;                    North         East     Units Scale Factor Converg.
 GV4122;SPC VA S     - 1,077,378.719 3,682,049.661   MT  0.99996445   +1 14 30.0
 GV4122;SPC VA S     - 3,534,700.01 12,080,191.26   sFT  0.99996445   +1 14 30.0
 GV4122;UTM  18      - 4,097,283.529   370,629.773   MT  0.99980618   -0 52 31.9
 GV4122
 GV4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4122!SPC VA S     -   1.00000576  x   0.99996445  =   0.99997021
 GV4122!UTM  18      -   1.00000576  x   0.99980618  =   0.99981194
 GV4122
 GV4122:                Primary Azimuth Mark                     Grid Az
 GV4122:SPC VA S     -  BLUNT F                                  308 20 03.2
 GV4122:UTM  18      -  BLUNT F                                  310 27 05.1
 GV4122
 GV4122|---------------------------------------------------------------------|
 GV4122| PID    Reference Object                     Distance      Geod. Az  |
 GV4122|                                                           dddmmss.s |
 GV4122| GV4562 BLUNT F                             APPROX. 7.6 KM 3093433.2 |
 GV4122| GV4121 BROAD F                             APPROX. 4.8 KM 3141730.1 |
 GV4122|---------------------------------------------------------------------|
 GV4122
 GV4122                          SUPERSEDED SURVEY CONTROL
 GV4122
 GV4122  NAD 83(1986)-  37 00 46.17446(N)    076 27 15.11962(W) AD(       ) 3
 GV4122  NAD 27      -  37 00 45.65100(N)    076 27 16.31300(W) AD(       ) 3
 GV4122
 GV4122.Superseded values are not recommended for survey control.
 GV4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4122.See file dsdata.txt to determine how the superseded data were derived.
 GV4122
 GV4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7063097284(NAD 83)
 GV4122_MARKER: U = CONCRETE POST
 GV4122_SETTING: 0 = UNSPECIFIED SETTING
 GV4122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4122
 GV4122  HISTORY     - Date     Condition        Report By
 GV4122  HISTORY     - 1909     MONUMENTED       CGS
 GV4122  HISTORY     - 1912     GOOD             CGS
 GV4122  HISTORY     - 1927     MARK NOT FOUND   CGS
 GV4122  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV4122
 GV4122                          STATION DESCRIPTION
 GV4122
 GV4122'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 GV4122'ON THE E SIDE OF THE JAMES RIVER ABOUT 1-3/4 MILES NW OF NEWPORT
 GV4122'NEWS SHIPYARD.
 GV4122'
 GV4122'THE STATION IS ON A SAND BEACH ABOUT 20 FEET BACK FROM HIGH-WATER
 GV4122'MARK.
 GV4122'
 GV4122'IT IS MARKED BY A CEMENT MONUMENT 2 FEET LONG AND 6 INCHES
 GV4122'SQUARE.  NO SUBSURFACE MARK.
 GV4122
 GV4122                          STATION RECOVERY (1912)
 GV4122
 GV4122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912 (FER)
 GV4122'IN GOOD ORDER, BUT NEARER HIGH-WATER MARK.
 GV4122
 GV4122                          STATION RECOVERY (1927)
 GV4122
 GV4122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 GV4122'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 GV4122'RECOVERED.
 GV4122
 GV4122                          STATION RECOVERY (1960)
 GV4122
 GV4122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4122'THE STATION WAS NOT RECOVERED AND IS BELIEVED DESTROYED.  IT
 GV4122'WAS SEARCHED FOR AND NOT RECOVERED IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5124 ***********************************************************************
 HV5124  DESIGNATION -  BROWN AZ MK 2
 HV5124  PID         -  HV5124
 HV5124  STATE/COUNTY-  VA/FAIRFAX
 HV5124  USGS QUAD   -  VIENNA (1994)
 HV5124
 HV5124                         *CURRENT SURVEY CONTROL
 HV5124  ___________________________________________________________________
 HV5124* NAD 83(1993)-  38 58 29.76754(N)    077 19 11.74458(W)     ADJUSTED  
 HV5124* NAVD 88     -       102.497  (meters)     336.28   (feet)  ADJUSTED  
 HV5124  ___________________________________________________________________
 HV5124  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HV5124  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HV5124  DYNAMIC HT  -         102.442 (meters)     336.10  (feet)  COMP
 HV5124  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 HV5124
 HV5124  HORZ ORDER  -  SECOND
 HV5124  VERT ORDER  -  THIRD
 HV5124
 HV5124.The horizontal coordinates were established by classical geodetic methods
 HV5124.and adjusted by the National Geodetic Survey in November 1994..
 HV5124
 HV5124.The orthometric height was determined by differential leveling
 HV5124.and adjusted by the National Geodetic Survey in September 2004..
 HV5124.No vertical observational check was made to the station.
 HV5124
 HV5124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5124
 HV5124.The geoid height was determined by GEOID03.
 HV5124
 HV5124.The dynamic height is computed by dividing the NAVD 88
 HV5124.geopotential number by the normal gravity value computed on the
 HV5124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5124.degrees latitude (g = 980.6199 gals.).
 HV5124
 HV5124.The modeled gravity was interpolated from observed gravity values.
 HV5124
 HV5124;                    North         East     Units Scale Factor Converg.
 HV5124;SPC VA N     - 2,145,875.985 3,602,255.250   MT  0.99996780   +0 44 11.4
 HV5124;SPC VA N     - 7,040,261.46 11,818,399.10   sFT  0.99996780   +0 44 11.4
 HV5124;SPC MD       -   145,272.371   372,277.327   MT  0.99995134   -0 12 02.9
 HV5124;SPC MD       -   476,614.44  1,221,379.86   sFT  0.99995134   -0 12 02.9
 HV5124;UTM  18      - 4,316,555.033   299,030.832   MT  1.00009735   -1 27 34.8
 HV5124
 HV5124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5124!SPC VA N     -   0.99998889  x   0.99996780  =   0.99995669
 HV5124!SPC MD       -   0.99998889  x   0.99995134  =   0.99994023
 HV5124!UTM  18      -   0.99998889  x   1.00009735  =   1.00008624
 HV5124
 HV5124                          SUPERSEDED SURVEY CONTROL
 HV5124
 HV5124  NAD 83(1993)-  38 58 29.76690(N)    077 19 11.74624(W) AD(       ) 2
 HV5124  NAD 83(1986)-  38 58 29.76858(N)    077 19 11.75658(W) AD(       ) 2
 HV5124  NAD 27      -  38 58 29.37267(N)    077 19 12.80653(W) AD(       ) 2
 HV5124  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 HV5124
 HV5124.Superseded values are not recommended for survey control.
 HV5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5124.See file dsdata.txt to determine how the superseded data were derived.
 HV5124
 HV5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9903116555(NAD 83)
 HV5124_MARKER: DZ = AZIMUTH MARK DISK
 HV5124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5124_SP_SET: CONCRETE POST
 HV5124_STAMPING: BROWN NO 2 1958 1969
 HV5124_MARK LOGO: CGS   
 HV5124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5124+STABILITY: SURFACE MOTION
 HV5124
 HV5124  HISTORY     - Date     Condition        Report By
 HV5124  HISTORY     - 1969     MONUMENTED       CGS
 HV5124  HISTORY     - 1969     GOOD             CGS
 HV5124  HISTORY     - 1975     GOOD             VA-059
 HV5124  HISTORY     - 19920120 GOOD             MSI
 HV5124  HISTORY     - 19991115 MARK NOT FOUND   USPSQD
 HV5124
 HV5124                          STATION DESCRIPTION
 HV5124
 HV5124'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5124'THE STATION IS ABOUT 3-1/2 MILES EAST OF HERNDON, 2-1/4 MILES
 HV5124'SOUTHEAST OF DRANESVILLE, 1-1/4 MILES NORTHEAST OF RESTON AT THE
 HV5124'JUNCTION OF STATE HIGHWAY 606 AND COUNTY HIGHWAY 1212, 26.3 FEET
 HV5124'SOUTHWEST OF A FENCE CORNER, 20.6 FEET SOUTH OF A FENCE LINE, 4.6
 HV5124'FEET NORTH-NORTHEAST OF A POWERLINE POLE NUMBER HM 41, 1.6 FEET
 HV5124'NORTH-NORTHEAST OF A METAL WITNESS POST AND MARKER AND ABOUT 8
 HV5124'FEET HIGHER THAN THE HIGHWAY.
 HV5124'
 HV5124'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HV5124'BROWN 1958, DISTANCE BEING 547.821 METERS.
 HV5124'
 HV5124'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HV5124'W 83 1957, DISTANCE BEING 2,332.583 METERS.
 HV5124'
 HV5124'THE AZIMUTH MARK NUMBER 2 IS A STANDARD AZIMUTH MARK DISK STAMPED
 HV5124'BROWN NO 2 1958 1969, SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 HV5124'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 HV5124'
 HV5124'HEIGHT OF INSTRUMENT ABOVE THE STATION MARK 1.42 METERS.
 HV5124
 HV5124                          STATION RECOVERY (1969)
 HV5124
 HV5124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV5124'RECOVERED IN GOOD CONDITION.
 HV5124
 HV5124                          STATION RECOVERY (1975)
 HV5124
 HV5124'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5124'THE STATION WAS RECOVERED IN GOOD CONDITION, SEE FAIRFAX COUNTY TAX
 HV5124'MAP 12-3, REVISED TO 1-1-76.
 HV5124
 HV5124                          STATION RECOVERY (1992)
 HV5124
 HV5124'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5124'ABOUT 3.5 MILES (5.6 KM) EAST OF HERNDON, 2.25 MILES (3.62 KM)
 HV5124'SOUTHEAST OF DRANESVILLE, 1.25 MILES (2.01 KM) NORTHEAST OF RESTON AT
 HV5124'THE JUNCTION OF STATE HIGHWAY 606 AND COUNTY HIGHWAY 1212, 26.3 FEET
 HV5124'(8.0 M) SOUTHWEST OF A FENCE CORNER, 20.6 FEET (6.3 M) SOUTH OF A
 HV5124'FENCE LINE, 4.6 FEET (1.4 M) NORTH-NORTHEAST OF A POWERLINE POLE
 HV5124'NUMBER HM 41, 1.6 FEET (0.5 M) NORTH-NORTHEAST OF A METAL WITNESS
 HV5124'POST AND MARKER AND ABOUT 8 FEET (2.4 M) HIGHER THAN THE HIGHWAY.
 HV5124'THE AZIMUTH MARK NUMBER 2 IS A STANDARD AZIMUTH MARK DISK STAMPED
 HV5124'BROWN NO 2 1958 1969, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 HV5124'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  SEE FAIRFAX COUNTY TAX
 HV5124'MAP 12-3, REVISED TO 1-1-76.
 HV5124
 HV5124                          STATION RECOVERY (1999)
 HV5124
 HV5124'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4218 ***********************************************************************
 GV4218  DESIGNATION -  BROWNLEY VFC 1937
 GV4218  PID         -  GV4218
 GV4218  STATE/COUNTY-  VA/MATHEWS
 GV4218  USGS QUAD   -  MATHEWS (1965)
 GV4218
 GV4218                         *CURRENT SURVEY CONTROL
 GV4218  ___________________________________________________________________
 GV4218* NAD 83(1993)-  37 24 18.17048(N)    076 21 02.45632(W)     ADJUSTED  
 GV4218* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4218  ___________________________________________________________________
 GV4218  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 GV4218  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 GV4218
 GV4218  HORZ ORDER  -  THIRD
 GV4218
 GV4218.The horizontal coordinates were established by classical geodetic methods
 GV4218.and adjusted by the National Geodetic Survey in September 1995..
 GV4218
 GV4218.The orthometric height was scaled from a topographic map.
 GV4218
 GV4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4218
 GV4218.The geoid height was determined by GEOID03.
 GV4218
 GV4218;                    North         East     Units Scale Factor Converg.
 GV4218;SPC VA S     - 1,121,099.414 3,690,267.982   MT  0.99994562   +1 18 16.1
 GV4218;SPC VA S     - 3,678,140.33 12,107,154.20   sFT  0.99994562   +1 18 16.1
 GV4218;UTM  18      - 4,140,663.123   380,459.149   MT  0.99977602   -0 49 14.0
 GV4218
 GV4218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4218!SPC VA S     -   1.00000569  x   0.99994562  =   0.99995131
 GV4218!UTM  18      -   1.00000569  x   0.99977602  =   0.99978171
 GV4218
 GV4218:                Primary Azimuth Mark                     Grid Az
 GV4218:SPC VA S     -  MACHEM VFC 1937                          017 33 52.8
 GV4218:UTM  18      -  MACHEM VFC 1937                          019 41 22.9
 GV4218
 GV4218|---------------------------------------------------------------------|
 GV4218| PID    Reference Object                     Distance      Geod. Az  |
 GV4218|                                                           dddmmss.s |
 GV4218| GV4240 MACHEM VFC 1937                     APPROX. 0.9 KM 0185208.9 |
 GV4218| GV4261 TANK VFC 1937                       423.082 METERS 1092519.6 |
 GV4218| GV4236 HUNLEY VFC 1937                     391.109 METERS 19506     |
 GV4218|---------------------------------------------------------------------|
 GV4218
 GV4218                          SUPERSEDED SURVEY CONTROL
 GV4218
 GV4218  NAD 83(1993)-  37 24 18.17079(N)    076 21 02.45564(W) AD(       ) 3
 GV4218  NAD 83(1986)-  37 24 18.18019(N)    076 21 02.48415(W) AD(       ) 3
 GV4218  NAD 27      -  37 24 17.66500(N)    076 21 03.68300(W) AD(       ) 3
 GV4218
 GV4218.Superseded values are not recommended for survey control.
 GV4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4218.See file dsdata.txt to determine how the superseded data were derived.
 GV4218
 GV4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8045940663(NAD 83)
 GV4218_MARKER: U = CONCRETE POST
 GV4218_SETTING: 0 = UNSPECIFIED SETTING
 GV4218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4218
 GV4218  HISTORY     - Date     Condition        Report By
 GV4218  HISTORY     - 1937     MONUMENTED       VACF
 GV4218  HISTORY     - 1944     GOOD             CGS
 GV4218  HISTORY     - 1952     GOOD             CGS
 GV4218  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4218
 GV4218                          STATION DESCRIPTION
 GV4218
 GV4218'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4218'STATION IS ON ROUNDING POINT NEARLY OPPOSITE WILLIAMS WHARF,
 GV4218'ON THE SLOPE OF THE LAND.
 GV4218'
 GV4218'STATION IS MARKED BY A CONCRETE MARKER.  A BLOWN-UP CEDAR
 GV4218'LIES A SHORT DISTANCE ABOVE THE STATION.
 GV4218
 GV4218                          STATION RECOVERY (1944)
 GV4218
 GV4218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4218'STATION RECOVERED IN FAIR CONDITION, 4 METERS INSHORE FROM
 GV4218'HIGH-WATER LINE.  THE ORIGINAL DESCRIPTION AND SKETCH ARE
 GV4218'ADEQUATE FOR PRESENT-DAY RECOVERY.  THE REMAINS OF AN OLD
 GV4218'SIGNAL TOWER OVER THE STATION WILL AID IN THE RECOVERY FOR
 GV4218'SEVERAL YEARS.
 GV4218
 GV4218                          STATION RECOVERY (1952)
 GV4218
 GV4218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4218'STATION RECOVERED IN GOOD CONDITION ALONG THE OFFSHORE BRUSH
 GV4218'SLOPE AT THE CORNER OF A FIELD WITH THE REMAINS OF AN OLD
 GV4218'OBSERVING STAND OVER THE MARK.
 GV4218
 GV4218                          STATION RECOVERY (2002)
 GV4218
 GV4218'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4295 ***********************************************************************
 GV4295  DESIGNATION -  BROWNS BAY BEACON 1 ONE
 GV4295  PID         -  GV4295
 GV4295  STATE/COUNTY-  VA/GLOUCESTER
 GV4295  USGS QUAD   -  ACHILLES (1983)
 GV4295
 GV4295                         *CURRENT SURVEY CONTROL
 GV4295  ___________________________________________________________________
 GV4295* NAD 83(1993)-  37 18 08.36390(N)    076 22 56.17730(W)     ADJUSTED  
 GV4295* NAVD 88     -                                                        
 GV4295  ___________________________________________________________________
 GV4295  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV4295  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV4295
 GV4295  HORZ ORDER  -  THIRD
 GV4295
 GV4295.The horizontal coordinates were established by classical geodetic methods
 GV4295.and adjusted by the National Geodetic Survey in September 1995..
 GV4295
 GV4295
 GV4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4295
 GV4295.The geoid height was determined by GEOID03.
 GV4295
 GV4295;                    North         East     Units Scale Factor Converg.
 GV4295;SPC VA S     - 1,109,638.949 3,687,727.744   MT  0.99994605   +1 17 07.1
 GV4295;SPC VA S     - 3,640,540.45 12,098,820.11   sFT  0.99994605   +1 17 07.1
 GV4295;UTM  18      - 4,129,306.557   377,496.380   MT  0.99978486   -0 50 16.0
 GV4295
 GV4295                          SUPERSEDED SURVEY CONTROL
 GV4295
 GV4295  NAD 83(1993)-  37 18 08.36247(N)    076 22 56.18234(W) AD(       ) 4
 GV4295  NAD 83(1986)-  37 18 08.37314(N)    076 22 56.20975(W) AD(       ) 4
 GV4295  NAD 27      -  37 18 07.87900(N)    076 22 57.40400(W) AD(       ) 3
 GV4295
 GV4295.Superseded values are not recommended for survey control.
 GV4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4295.See file dsdata.txt to determine how the superseded data were derived.
 GV4295
 GV4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7749629307(NAD 83)
 GV4295_MARKER: 14 = NAVIGATION LIGHT
 GV4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4295+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4295
 GV4295  HISTORY     - Date     Condition        Report By
 GV4295  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4295  HISTORY     - 20020111 GOOD             USPSQD
 GV4295
 GV4295                          STATION DESCRIPTION
 GV4295
 GV4295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4295'A FLASHING GREEN LIGHT EVERY 5 SECONDS AT THE ENTRANCE TO
 GV4295'BROWNS BAY IN 6 FEET OF WATER.  THE LIGHT IS ON A BLACK SLATTED
 GV4295'PILE STRUCTURE BUILT IN 1927.
 GV4295'
 GV4295'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 19 FEET.
 GV4295
 GV4295                          STATION RECOVERY (2002)
 GV4295
 GV4295'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4296 ***********************************************************************
 GV4296  DESIGNATION -  BROWNS BAY BEACON 3 TRI
 GV4296  PID         -  GV4296
 GV4296  STATE/COUNTY-  VA/GLOUCESTER
 GV4296  USGS QUAD   -  ACHILLES (1983)
 GV4296
 GV4296                         *CURRENT SURVEY CONTROL
 GV4296  ___________________________________________________________________
 GV4296* NAD 83(1993)-  37 18 10.24007(N)    076 23 14.60849(W)     ADJUSTED  
 GV4296* NAVD 88     -                                                        
 GV4296  ___________________________________________________________________
 GV4296  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 GV4296  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 GV4296
 GV4296  HORZ ORDER  -  THIRD
 GV4296
 GV4296.The horizontal coordinates were established by classical geodetic methods
 GV4296.and adjusted by the National Geodetic Survey in September 1995..
 GV4296
 GV4296
 GV4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4296
 GV4296.The geoid height was determined by GEOID03.
 GV4296
 GV4296;                    North         East     Units Scale Factor Converg.
 GV4296;SPC VA S     - 1,109,686.602 3,687,272.679   MT  0.99994603   +1 16 55.9
 GV4296;SPC VA S     - 3,640,696.79 12,097,327.11   sFT  0.99994603   +1 16 55.9
 GV4296;UTM  18      - 4,129,371.027   377,043.466   MT  0.99978623   -0 50 27.3
 GV4296
 GV4296                          SUPERSEDED SURVEY CONTROL
 GV4296
 GV4296  NAD 83(1993)-  37 18 10.23882(N)    076 23 14.61364(W) AD(       ) 4
 GV4296  NAD 83(1986)-  37 18 10.24943(N)    076 23 14.64100(W) AD(       ) 4
 GV4296  NAD 27      -  37 18 09.75700(N)    076 23 15.83500(W) AD(       ) 3
 GV4296
 GV4296.Superseded values are not recommended for survey control.
 GV4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4296.See file dsdata.txt to determine how the superseded data were derived.
 GV4296
 GV4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7704329371(NAD 83)
 GV4296_MARKER: 14 = NAVIGATION LIGHT
 GV4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4296+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4296
 GV4296  HISTORY     - Date     Condition        Report By
 GV4296  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4296  HISTORY     - 20020111 GOOD             USPSQD
 GV4296
 GV4296                          STATION DESCRIPTION
 GV4296
 GV4296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4296'A FLASHING WHITE LIGHT EVERY 5 SECONDS.  LOCATED IN BROWNS
 GV4296'BAY, S OF BUSH POINT, IN 4 FEET OF WATER.  THE LIGHT IS ON
 GV4296'A BLACK BOX ON A PILE.  BUILT IN 1937, THIS STATION WAS
 GV4296'PREVIOUSLY LOCATED BY AIR PHOTOGRAPHS IN 1944.
 GV4296'
 GV4296'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 12 FEET.
 GV4296
 GV4296                          STATION RECOVERY (2002)
 GV4296
 GV4296'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4297 ***********************************************************************
 GV4297  DESIGNATION -  BROWNS BAY BEACON 4 FOUR
 GV4297  PID         -  GV4297
 GV4297  STATE/COUNTY-  VA/GLOUCESTER
 GV4297  USGS QUAD   -  ACHILLES (1983)
 GV4297
 GV4297                         *CURRENT SURVEY CONTROL
 GV4297  ___________________________________________________________________
 GV4297* NAD 83(1993)-  37 18 06.46229(N)    076 23 27.56769(W)     ADJUSTED  
 GV4297* NAVD 88     -                                                        
 GV4297  ___________________________________________________________________
 GV4297  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV4297  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV4297
 GV4297  HORZ ORDER  -  THIRD
 GV4297
 GV4297.The horizontal coordinates were established by classical geodetic methods
 GV4297.and adjusted by the National Geodetic Survey in September 1995..
 GV4297
 GV4297
 GV4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4297
 GV4297.The geoid height was determined by GEOID03.
 GV4297
 GV4297;                    North         East     Units Scale Factor Converg.
 GV4297;SPC VA S     - 1,109,563.038 3,686,956.231   MT  0.99994606   +1 16 48.0
 GV4297;SPC VA S     - 3,640,291.40 12,096,288.90   sFT  0.99994606   +1 16 48.0
 GV4297;UTM  18      - 4,129,259.289   376,722.708   MT  0.99978720   -0 50 35.0
 GV4297
 GV4297                          SUPERSEDED SURVEY CONTROL
 GV4297
 GV4297  NAD 83(1993)-  37 18 06.46112(N)    076 23 27.57298(W) AD(       ) 4
 GV4297  NAD 83(1986)-  37 18 06.47174(N)    076 23 27.60030(W) AD(       ) 4
 GV4297  NAD 27      -  37 18 05.97500(N)    076 23 28.78900(W) AD(       ) 3
 GV4297
 GV4297.Superseded values are not recommended for survey control.
 GV4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4297.See file dsdata.txt to determine how the superseded data were derived.
 GV4297
 GV4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7672329259(NAD 83)
 GV4297_MARKER: 14 = NAVIGATION LIGHT
 GV4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4297+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4297
 GV4297  HISTORY     - Date     Condition        Report By
 GV4297  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4297  HISTORY     - 20020111 GOOD             USPSQD
 GV4297
 GV4297                          STATION DESCRIPTION
 GV4297
 GV4297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4297'A FLASHING RED LIGHT EVERY 5 SECONDS, IN BROWNS BAY S OF BUSH
 GV4297'POINT, IN 5 FEET OF WATER.  THE LIGHT IS ON A RED BOX ON A
 GV4297'PILE.
 GV4297'
 GV4297'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 12 FEET.
 GV4297
 GV4297                          STATION RECOVERY (2002)
 GV4297
 GV4297'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8352 ***********************************************************************
 HV8352  DESIGNATION -  BROYHILL
 HV8352  PID         -  HV8352
 HV8352  STATE/COUNTY-  VA/FAIRFAX
 HV8352  USGS QUAD   -  FALLS CHURCH (1994)
 HV8352
 HV8352                         *CURRENT SURVEY CONTROL
 HV8352  ___________________________________________________________________
 HV8352* NAD 83(1993)-  38 55 21.17719(N)    077 10 54.67542(W)     ADJUSTED  
 HV8352* NAVD 88     -        93.5    (meters)     307.     (feet)  VERTCON   
 HV8352  ___________________________________________________________________
 HV8352  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HV8352  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV8352
 HV8352  HORZ ORDER  -  SECOND
 HV8352
 HV8352.The horizontal coordinates were established by classical geodetic methods
 HV8352.and adjusted by the National Geodetic Survey in November 1994..
 HV8352
 HV8352.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8352
 HV8352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8352
 HV8352.The geoid height was determined by GEOID03.
 HV8352
 HV8352;                    North         East     Units Scale Factor Converg.
 HV8352;SPC VA N     - 2,140,223.951 3,614,302.393   MT  0.99996252   +0 49 21.6
 HV8352;SPC VA N     - 7,021,718.08 11,857,923.77   sFT  0.99996252   +0 49 21.6
 HV8352;SPC MD       -   139,424.158   384,230.254   MT  0.99995018   -0 06 50.9
 HV8352;SPC MD       -   457,427.43  1,260,595.42   sFT  0.99995018   -0 06 50.9
 HV8352;UTM  18      - 4,310,445.098   310,853.882   MT  1.00004056   -1 22 16.3
 HV8352
 HV8352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8352!SPC VA N     -   0.99999031  x   0.99996252  =   0.99995283
 HV8352!SPC MD       -   0.99999031  x   0.99995018  =   0.99994049
 HV8352!UTM  18      -   0.99999031  x   1.00004056  =   1.00003087
 HV8352
 HV8352                          SUPERSEDED SURVEY CONTROL
 HV8352
 HV8352  NAD 83(1993)-  38 55 21.17626(N)    077 10 54.67731(W) AD(       ) 2
 HV8352  NAD 83(1986)-  38 55 21.17630(N)    077 10 54.68674(W) AD(       ) 2
 HV8352  NGVD 29 (01/12/90)   93.8    (m)          308.     (f) VERT ANG       
 HV8352
 HV8352.Superseded values are not recommended for survey control.
 HV8352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8352.See file dsdata.txt to determine how the superseded data were derived.
 HV8352
 HV8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1085410445(NAD 83)
 HV8352_MARKER: Z = SEE DESCRIPTION
 HV8352_SETTING: 0 = UNSPECIFIED SETTING
 HV8352_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8352
 HV8352  HISTORY     - Date     Condition        Report By
 HV8352  HISTORY     - 1977     MONUMENTED       VA-059
 HV8352
 HV8352                          STATION DESCRIPTION
 HV8352
 HV8352'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8352'THE STATION IS LOCATED IN THE AREA OF MCLEAN .50 MILES FROM THE
 HV8352'CENTER OF TOWN, 2.39 MILES FROM TYSONS CORNER AND 3.35 MILES FROM THE
 HV8352'CITY OF FALLS CHURCH SEE FAIRFAX COUNTY TAX MAP 30-4.
 HV8352'
 HV8352'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPARTMENT CO. 1
 HV8352'AT 1440 CHAIN BRIDGE ROAD, PROCEED 0.4 MILES TO WESTMORELAND STREET
 HV8352'ON LEFT, TURN ON WESTMORELAND STREET AND PROCEED FOR 0.55 MILES TO
 HV8352'STATION ON THE RIGHT SET IN THE ASPHALT WIDENING ACROSS FROM HOUSE
 HV8352'NO. 1703 WESTMORELAND STREET.
 HV8352'
 HV8352'THE STATION IS AN IRON PIN AND YELLOW CAP STAMPED---FAIRFAX CO DPW
 HV8352'SUR--- SET IN ASPHALT WIDENING IN ROAD. LOCATED 21 FEET W FROM CENTER
 HV8352'LINE OF WESTMORELAND STREET.
 HV8352'
 HV8352'REFERENCE MARK NO. 1 IS A CHISELED CROSS IN CURB LOCATED 48 FEET W
 HV8352'FROM CENTER LINE OF WESTMORELAND STREET.
 HV8352'
 HV8352'REFERENCE MARK NO. 2 IS A P.K. NAIL IN VEPCO POWER POLE NO. 0377
 HV8352'LOCATED 50 FEET SW FROM CENTER LINE OF WESTMORELAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3295 ***********************************************************************
 HW3295  DESIGNATION -  BRUCE
 HW3295  PID         -  HW3295
 HW3295  STATE/COUNTY-  VA/CULPEPER
 HW3295  USGS QUAD   -  CULPEPER WEST (1979)
 HW3295
 HW3295                         *CURRENT SURVEY CONTROL
 HW3295  ___________________________________________________________________
 HW3295* NAD 83(1993)-  38 28 22.29020(N)    078 07 09.27661(W)     ADJUSTED  
 HW3295* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 HW3295  ___________________________________________________________________
 HW3295  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 HW3295  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW3295
 HW3295  HORZ ORDER  -  SECOND
 HW3295
 HW3295.The horizontal coordinates were established by classical geodetic methods
 HW3295.and adjusted by the National Geodetic Survey in November 1994..
 HW3295
 HW3295.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3295
 HW3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3295
 HW3295.The geoid height was determined by GEOID03.
 HW3295
 HW3295;                    North         East     Units Scale Factor Converg.
 HW3295;SPC VA N     - 2,089,554.583 3,533,225.198   MT  0.99995155   +0 14 15.5
 HW3295;SPC VA N     - 6,855,480.33 11,591,923.00   sFT  0.99995155   +0 14 15.5
 HW3295;UTM  17      - 4,262,214.244   751,314.226   MT  1.00037787   +1 47 35.5
 HW3295
 HW3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3295!SPC VA N     -   0.99997186  x   0.99995155  =   0.99992341
 HW3295!UTM  17      -   0.99997186  x   1.00037787  =   1.00034972
 HW3295
 HW3295:                Primary Azimuth Mark                     Grid Az
 HW3295:SPC VA N     -  BRUCE AZ MK                              179 55 17.5
 HW3295:UTM  17      -  BRUCE AZ MK                              178 21 57.5
 HW3295
 HW3295|---------------------------------------------------------------------|
 HW3295| PID    Reference Object                     Distance      Geod. Az  |
 HW3295|                                                           dddmmss.s |
 HW3295| DC3895 BRUCE AZ MK                                        1800933.0 |
 HW3295| DC3896 BRUCE RM 1                           12.412 METERS 18656     |
 HW3295|---------------------------------------------------------------------|
 HW3295
 HW3295                          SUPERSEDED SURVEY CONTROL
 HW3295
 HW3295  NAD 83(1986)-  38 28 22.29577(N)    078 07 09.28395(W) AD(       ) 2
 HW3295  NAD 27      -  38 28 21.84501(N)    078 07 10.28315(W) AD(       ) 2
 HW3295  NGVD 29 (07/19/86)  212.1    (m)          696.     (f) VERT ANG       
 HW3295
 HW3295.Superseded values are not recommended for survey control.
 HW3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3295.See file dsdata.txt to determine how the superseded data were derived.
 HW3295
 HW3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5131462214(NAD 83)
 HW3295_MARKER: DD = SURVEY DISK
 HW3295_SETTING: 66 = SET IN ROCK OUTCROP
 HW3295_SP_SET: BEDROCK
 HW3295_STAMPING: BRUCE 1965
 HW3295_MARK LOGO: CGS   
 HW3295_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3295+STABILITY: POSITION/ELEVATION WELL
 HW3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3295+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW3295
 HW3295  HISTORY     - Date     Condition        Report By
 HW3295  HISTORY     - 1965     MONUMENTED       CGS
 HW3295  HISTORY     - 1965     GOOD             CGS
 HW3295  HISTORY     - 19901015 GOOD             VA0690
 HW3295  HISTORY     - 20010306 GOOD             USPSQD
 HW3295
 HW3295                          STATION DESCRIPTION
 HW3295
 HW3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3295'THE STATION IS LOCATED ON A LARGE FLAT ROCK, ABOUT 10 MILES
 HW3295'NORTHEAST OF MADISON, 7 MILES WEST OF CULPEPER, ON THE EAST
 HW3295'SLOPE OF BRUCE MOUNTAIN AND ON MR. J. CORBIN PROPERTY.
 HW3295'
 HW3295'TO REACH THE STATION FROM THE POST OFFICE IN BRIGHTWOOD,
 HW3295'GO NORTHERLY ON U.S. HIGHWAY 29 FOR 5.2 MILES TO A SIDE
 HW3295'ROAD ON THE LEFT, TURN LEFT ON COUNTY ROAD 633 AND GO NORTHERLY
 HW3295'FOR 0.35 MILE TO A FORK, TURN LEFT ON COUNTY ROAD 644 AND GO
 HW3295'NORTHERLY FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 HW3295'AND GO EASTERLY FOR 0.2 MILE TO A GATE, PASS THRU THE GATE
 HW3295'AND CONTINUE NORTHERLY FOR 0.1 MILE TO A FARM HOUSE AND THE
 HW3295'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 100 YARDS TO
 HW3295'THE STATION.
 HW3295'
 HW3295'STATION MARK IS 35 FEET NORTHWEST OF A LONE CEDAR TREE.  THE
 HW3295'MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN BEDROCK,
 HW3295'SET 3 INCHES BELOW THE SURFACE OF THE GROUND, AND IS STAMPED
 HW3295'BRUCE 1965.
 HW3295'
 HW3295'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF THE LONE CEDAR
 HW3295'TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 HW3295'IN BEDROCK, SET FLUSH, AND IS STAMPED BRUCE NO 1 1965.
 HW3295'
 HW3295'AZIMUTH MARK IS 33 FEET SOUTHEAST OF THE CENTER OF COUNTY
 HW3295'ROAD 644, 15.3 FEET SOUTHEAST OF A WITNESS POST AND WIRE
 HW3295'FENCE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 HW3295'IN BEDROCK, SET FLUSH, AND IS STAMPED BRUCE 1965.
 HW3295'
 HW3295'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY
 HW3295'AND COUNTY ROAD 644, CONTINUE NORTHERLY FOR 0.1 MILE TO THE
 HW3295'MARK ON THE LEFT.
 HW3295
 HW3295                          STATION RECOVERY (1965)
 HW3295
 HW3295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW3295'RECOVERED IN GOOD CONDITION.
 HW3295
 HW3295                          STATION RECOVERY (1990)
 HW3295
 HW3295'RECOVERY NOTE BY CITY OF CULPEPER VIRGINIA 1990
 HW3295'THE STATION IS LOCATED ON A LARGE FLAT ROCK, ABOUT 10 MILES
 HW3295'NORTHEAST OF MADISON, 7 MILES WEST OF CULPEPER, ON THE EAST
 HW3295'SLOPE OF BRUCE MOUNTAIN AND ON MR. J. CORBIN PROPERTY.
 HW3295'TO REACH THE STATION FROM THE POST OFFICE IN BRIGHTWOOD,
 HW3295'GO NORTHERLY ON U.S. HIGHWAY 29 FOR 5.2 MILES TO A SIDE
 HW3295'ROAD ON THE LEFT, TURN LEFT ON COUNTY ROAD 633 AND GO NORTHERLY
 HW3295'FOR 0.35 MILE TO A FORK, TURN LEFT ON COUNTY ROAD 644 AND GO
 HW3295'NORTHERLY FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT
 HW3295'AND GO EASTERLY FOR 0.2 MILE TO A GATE, PASS THRU THE GATE
 HW3295'AND CONTINUE NORTHERLY FOR 0.1 MILE TO A FARM HOUSE AND THE
 HW3295'END OF TRUCK TRAVEL.  PACK NORTHWEST FOR ABOUT 100 YARDS TO
 HW3295'THE STATION.
 HW3295'STATION MARK IS 35 FEET NORTHWEST OF A LONE CEDAR TREE.  THE
 HW3295'MARK IS A STANDARD DISK CEMENTED IN A DRILLHOLE IN BEDROCK,
 HW3295'SET 3 INCHES BELOW THE SURFACE OF THE GROUND, AND IS STAMPED
 HW3295'BRUCE 1965.
 HW3295
 HW3295                          STATION RECOVERY (2001)
 HW3295
 HW3295'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3295'STATION AND RM 1 FOUND IN GOOD CONDITION, AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1312 ***********************************************************************
 GW1312  DESIGNATION -  BRUGH
 GW1312  PID         -  GW1312
 GW1312  STATE/COUNTY-  VA/BOTETOURT
 GW1312  USGS QUAD   -  VILLAMONT (1985)
 GW1312
 GW1312                         *CURRENT SURVEY CONTROL
 GW1312  ___________________________________________________________________
 GW1312* NAD 83(1993)-  37 27 48.33045(N)    079 49 06.69658(W)     ADJUSTED  
 GW1312* NAVD 88     -       387.300  (meters)    1270.67   (feet)  ADJUSTED  
 GW1312  ___________________________________________________________________
 GW1312  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GW1312  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1312  DYNAMIC HT  -         386.984 (meters)    1269.63  (feet)  COMP
 GW1312  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GW1312
 GW1312  HORZ ORDER  -  SECOND
 GW1312  VERT ORDER  -  FIRST     CLASS II
 GW1312
 GW1312.The horizontal coordinates were established by classical geodetic methods
 GW1312.and adjusted by the National Geodetic Survey in September 1995..
 GW1312
 GW1312.The orthometric height was determined by differential leveling
 GW1312.and adjusted by the National Geodetic Survey in June 1991..
 GW1312
 GW1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1312
 GW1312.The geoid height was determined by GEOID03.
 GW1312
 GW1312.The dynamic height is computed by dividing the NAVD 88
 GW1312.geopotential number by the normal gravity value computed on the
 GW1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1312.degrees latitude (g = 980.6199 gals.).
 GW1312
 GW1312.The modeled gravity was interpolated from observed gravity values.
 GW1312
 GW1312;                    North         East     Units Scale Factor Converg.
 GW1312;SPC VA S     - 1,126,226.676 3,383,361.834   MT  0.99994680   -0 48 00.9
 GW1312;SPC VA S     - 3,694,962.02 11,100,246.28   sFT  0.99994680   -0 48 00.9
 GW1312;UTM  17      - 4,146,938.939   604,483.361   MT  0.99973447   +0 43 07.3
 GW1312
 GW1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1312!SPC VA S     -   0.99994431  x   0.99994680  =   0.99989112
 GW1312!UTM  17      -   0.99994431  x   0.99973447  =   0.99967880
 GW1312
 GW1312|---------------------------------------------------------------------|
 GW1312| PID    Reference Object                     Distance      Geod. Az  |
 GW1312|                                                           dddmmss.s |
 GW1312| GW1313 BRUGH RM 1                            8.288 METERS 03033     |
 GW1312| GW1304 TRIM                                APPROX. 3.2 KM 0483230.4 |
 GW1312| GW1310 BRUGH AZ MK                                        0731705.9 |
 GW1312| GW1311 BRUGH RM 2                            9.877 METERS 14013     |
 GW1312|---------------------------------------------------------------------|
 GW1312
 GW1312                          SUPERSEDED SURVEY CONTROL
 GW1312
 GW1312  NAD 83(1993)-  37 27 48.33087(N)    079 49 06.69600(W) AD(       ) 2
 GW1312  NAD 83(1986)-  37 27 48.33189(N)    079 49 06.70957(W) AD(       ) 2
 GW1312  NAD 27      -  37 27 47.85260(N)    079 49 07.56340(W) AD(       ) 2
 GW1312  NGVD 29 (??/??/92)  387.502  (m)         1271.33   (f) ADJ UNCH    1 2
 GW1312
 GW1312.Superseded values are not recommended for survey control.
 GW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1312.See file dsdata.txt to determine how the superseded data were derived.
 GW1312
 GW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0448346939(NAD 83)
 GW1312_MARKER: DS = TRIANGULATION STATION DISK
 GW1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1312_STAMPING: BRUGH 1958
 GW1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1312+STABILITY: SURFACE MOTION
 GW1312
 GW1312  HISTORY     - Date     Condition        Report By
 GW1312  HISTORY     - 1958     MONUMENTED       CGS
 GW1312  HISTORY     - 1959     GOOD             NGS
 GW1312
 GW1312                          STATION DESCRIPTION
 GW1312
 GW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW1312'THE STATION IS LOCATED ABOUT 8 MILES WEST SOUTHWEST OF BUCHANAN,
 GW1312'5 MILES NORTH NORTHWEST OF TROUTVILLE AND ON A BARE HILL OF
 GW1312'PASTURE LAND OWNED BY MR MAX. BRUGH.  IT IS 47 FEET WEST
 GW1312'NORTHWEST OF A 20 INCH TRIANGULAR BLAZED OAK TREE, 29 FEET
 GW1312'NORTHWEST OF A TRIANGULAR BLAZED CEDAR TREE AND 23 FEET NORTH
 GW1312'OF A FENCE LINE.  THE MARK IS SET FLUSH WITH THE GROUND AND
 GW1312'THE DISK IS STAMPED BRUGH 1958.
 GW1312'
 GW1312'REFERENCE MARK NO. 1 IS 57 FEET NORTHWEST OF A 20 INCH TRIANGULAR
 GW1312'BLAZED OAK TREE, 49 FEET NORTH OF A TRIANGULAR BLAZED CEDAR
 GW1312'TREE, 48 FEET NORTH OF A FENCE LINE, ON THE NORTHWEST SLOPE OF
 GW1312'HILL AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION
 GW1312'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 GW1312'IS STAMPED BRUGH NO 1 1958.
 GW1312'
 GW1312'REFERENCE MARK NO. 2 IS 18 FEET WEST SOUTHWEST OF A 20 INCH
 GW1312'TRIANGULAR BLAZED OAK TREE, 8 FEET EAST NORTHEAST OF A TRIANGULAR
 GW1312'BLAZED CEDAR TREE, 1 FOOT WEST OF A FENCE LINE, ON THE SOUTH
 GW1312'SLOPE OF HILL AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 GW1312'THE STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND
 GW1312'AND THE DISK IS STAMPED BRUGH NO 2 1958.
 GW1312'
 GW1312'AZIMUTH MARK IS 68 FEET WEST OF THE NORTHWEST CORNER OF
 GW1312'CHICKEN SHED, 60 FEET SOUTHWEST OF A HOG SHED, 62 FEET NORTHWEST
 GW1312'OF A LONE WALNUT TREE, 16 FEET EAST OF A FENCE LINE AND 12 FEET
 GW1312'NORTH OF THE CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS
 GW1312'ABOUT 4 INCHES AND THE DISK IS STAMPED BRUGH 1958.
 GW1312'
 GW1312'TO REACH THE STATION FROM THE SCHOOLHOUSE IN TROUTVILLE,
 GW1312'GO NORTHERLY ON U.S. HIGHWAY 11 FOR 4.8 MILES TO TOP OF HILL
 GW1312'AND FARM YARD ON THE LEFT.  TURN LEFT ON FARM DRIVE-WAY AND
 GW1312'GO SOUTHWESTERLY PASSING THROUGH FARM YARD AND FOLLOW TRACK
 GW1312'ROAD ALONG RIDGE FOR 0.5 MILE TO TOP OF HILL AND STATION.
 GW1312'
 GW1312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GW1312
 GW1312                          STATION RECOVERY (1959)
 GW1312
 GW1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GW1312'5.1 MI NE FROM TROUTVILLE.
 GW1312'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1312'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.25 MILE WEST THROUGH YARD
 GW1312'OF DWELLING AND ALONG RIDGE TOP, ON HIGHEST PLACE OF PASTURE LAND
 GW1312'WITH FENCE LINE NEAR TOP OF RIDGE, 32.5 FEET NORTHWEST OF RM 2,
 GW1312'27.6 FEET SOUTH-SOUTHWEST OF RM 1, 24 FEET NORTH OF WIRE FENCE, 29
 GW1312'FEET NORTH-NORTHWEST OF TRIANGULATION BLAZE IN 10-INCH CEDAR TREE,
 GW1312'47 1/2 FEET WEST-NORTHWEST OF TRIANGULATION BLAZE IN 18-INCH ELM
 GW1312'TREE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1310 ***********************************************************************
 GW1310  DESIGNATION -  BRUGH AZ MK
 GW1310  PID         -  GW1310
 GW1310  STATE/COUNTY-  VA/BOTETOURT
 GW1310  USGS QUAD   -  VILLAMONT (1985)
 GW1310
 GW1310                         *CURRENT SURVEY CONTROL
 GW1310  ___________________________________________________________________
 GW1310* NAD 83(1986)-  37 27 52.     (N)    079 48 50.     (W)     SCALED    
 GW1310* NAVD 88     -       372.153  (meters)    1220.97   (feet)  ADJUSTED  
 GW1310  ___________________________________________________________________
 GW1310  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1310  DYNAMIC HT  -         371.849 (meters)    1219.97  (feet)  COMP
 GW1310  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GW1310
 GW1310  VERT ORDER  -  FIRST     CLASS II
 GW1310
 GW1310.The horizontal coordinates were scaled from a topographic map and have
 GW1310.an estimated accuracy of +/- 6 seconds.
 GW1310
 GW1310.The orthometric height was determined by differential leveling
 GW1310.and adjusted by the National Geodetic Survey in June 1991..
 GW1310
 GW1310.The geoid height was determined by GEOID03.
 GW1310
 GW1310.The dynamic height is computed by dividing the NAVD 88
 GW1310.geopotential number by the normal gravity value computed on the
 GW1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1310.degrees latitude (g = 980.6199 gals.).
 GW1310
 GW1310.The modeled gravity was interpolated from observed gravity values.
 GW1310
 GW1310;                    North         East    Units  Estimated Accuracy
 GW1310;SPC VA S     - 1,126,330.    3,383,770.      MT  (+/- 180 meters Scaled)
 GW1310
 GW1310                          SUPERSEDED SURVEY CONTROL
 GW1310
 GW1310  NGVD 29 (??/??/92)  372.354  (m)         1221.63   (f) ADJ UNCH    1 2
 GW1310
 GW1310.Superseded values are not recommended for survey control.
 GW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1310.See file dsdata.txt to determine how the superseded data were derived.
 GW1310
 GW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB048470(NAD 83)
 GW1310_MARKER: DZ = AZIMUTH MARK DISK
 GW1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1310_STAMPING: BRUGH 1958
 GW1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1310+STABILITY: SURFACE MOTION
 GW1310
 GW1310  HISTORY     - Date     Condition        Report By
 GW1310  HISTORY     - 1958     MONUMENTED       CGS
 GW1310  HISTORY     - 1959     GOOD             NGS
 GW1310
 GW1310                          STATION DESCRIPTION
 GW1310
 GW1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1310'4.9 MI NE FROM TROUTVILLE.
 GW1310'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1310'SCHOOL AT TROUTVILLE, 62 YARDS WEST ALONG A TRACK ROAD LEADING
 GW1310'THROUGH A BARNYARD, 154 FEET NORTHWEST OF THE CENTER LINE OF
 GW1310'THE HIGHWAY, 113 1/2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 GW1310'70 FEET WEST OF THE WEST CORNER OF CONCRETE FOUNDATION OF UNUSED
 GW1310'MILKING BARN, 92 1/2 FEET WEST-SOUTHWEST OF THE CENTER OF CIRCULAR
 GW1310'CONCRETE FOUNDATION FOR ABANDONED SILO, 12 1/2 FEET SOUTH OF A
 GW1310'12-INCH TREE, 17 1/2 FEET NORTH OF THE NORTH STONE FOUNDATION
 GW1310'OF OLD BUILDING, 127 FEET NORTHWEST OF THE SOUTHWEST END OF
 GW1310'THE NORTHWEST CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT, ABOUT
 GW1310'LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 GW1310'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1313 ***********************************************************************
 GW1313  DESIGNATION -  BRUGH RM 1
 GW1313  PID         -  GW1313
 GW1313  STATE/COUNTY-  VA/BOTETOURT
 GW1313  USGS QUAD   -  VILLAMONT (1985)
 GW1313
 GW1313                         *CURRENT SURVEY CONTROL
 GW1313  ___________________________________________________________________
 GW1313* NAD 83(1986)-  37 27 47.     (N)    079 49 06.     (W)     SCALED    
 GW1313* NAVD 88     -       385.930  (meters)    1266.17   (feet)  ADJUSTED  
 GW1313  ___________________________________________________________________
 GW1313  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1313  DYNAMIC HT  -         385.615 (meters)    1265.14  (feet)  COMP
 GW1313  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GW1313
 GW1313  VERT ORDER  -  FIRST     CLASS II
 GW1313
 GW1313.The horizontal coordinates were scaled from a topographic map and have
 GW1313.an estimated accuracy of +/- 6 seconds.
 GW1313
 GW1313.The orthometric height was determined by differential leveling
 GW1313.and adjusted by the National Geodetic Survey in June 1991..
 GW1313
 GW1313.The geoid height was determined by GEOID03.
 GW1313
 GW1313.The dynamic height is computed by dividing the NAVD 88
 GW1313.geopotential number by the normal gravity value computed on the
 GW1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1313.degrees latitude (g = 980.6199 gals.).
 GW1313
 GW1313.The modeled gravity was interpolated from observed gravity values.
 GW1313
 GW1313;                    North         East    Units  Estimated Accuracy
 GW1313;SPC VA S     - 1,126,190.    3,383,380.      MT  (+/- 180 meters Scaled)
 GW1313
 GW1313                          SUPERSEDED SURVEY CONTROL
 GW1313
 GW1313  NGVD 29 (??/??/92)  386.131  (m)         1266.83   (f) ADJ UNCH    1 2
 GW1313
 GW1313.Superseded values are not recommended for survey control.
 GW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1313.See file dsdata.txt to determine how the superseded data were derived.
 GW1313
 GW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB045468(NAD 83)
 GW1313_MARKER: DR = REFERENCE MARK DISK
 GW1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1313_STAMPING: BRUGH NO 1 1958
 GW1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1313+STABILITY: SURFACE MOTION
 GW1313
 GW1313  HISTORY     - Date     Condition        Report By
 GW1313  HISTORY     - 1958     MONUMENTED       CGS
 GW1313  HISTORY     - 1959     GOOD             NGS
 GW1313
 GW1313                          STATION DESCRIPTION
 GW1313
 GW1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1313'5.1 MI NE FROM TROUTVILLE.
 GW1313'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 GW1313'HIGH SCHOOL AT TROUTVILLE, THENCE ABOUT 0.25 MILE WEST THROUGH
 GW1313'YARD OF DWELLING AND ALONG RIDGE TOP, ON THE HIGHEST PLACE OF
 GW1313'PASTURE LAND WITH FENCE LINE NEAR TOP OF RIDGE, 27.6 FEET
 GW1313'NORTH-NORTHEAST OF BRUGH TRIANGULATION STATION, 49 FEET
 GW1313'NORTH-NORTHWEST OF RM 2, 48 1/2 FEET NORTH OF WIRE FENCE, AND SET
 GW1313'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1311 ***********************************************************************
 GW1311  DESIGNATION -  BRUGH RM 2
 GW1311  PID         -  GW1311
 GW1311  STATE/COUNTY-  VA/BOTETOURT
 GW1311  USGS QUAD   -  VILLAMONT (1985)
 GW1311
 GW1311                         *CURRENT SURVEY CONTROL
 GW1311  ___________________________________________________________________
 GW1311* NAD 83(1986)-  37 27 47.     (N)    079 49 06.     (W)     SCALED    
 GW1311* NAVD 88     -       386.586  (meters)    1268.32   (feet)  ADJUSTED  
 GW1311  ___________________________________________________________________
 GW1311  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1311  DYNAMIC HT  -         386.270 (meters)    1267.29  (feet)  COMP
 GW1311  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 GW1311
 GW1311  VERT ORDER  -  FIRST     CLASS II
 GW1311
 GW1311.The horizontal coordinates were scaled from a topographic map and have
 GW1311.an estimated accuracy of +/- 6 seconds.
 GW1311
 GW1311.The orthometric height was determined by differential leveling
 GW1311.and adjusted by the National Geodetic Survey in June 1991..
 GW1311
 GW1311.The geoid height was determined by GEOID03.
 GW1311
 GW1311.The dynamic height is computed by dividing the NAVD 88
 GW1311.geopotential number by the normal gravity value computed on the
 GW1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1311.degrees latitude (g = 980.6199 gals.).
 GW1311
 GW1311.The modeled gravity was interpolated from observed gravity values.
 GW1311
 GW1311;                    North         East    Units  Estimated Accuracy
 GW1311;SPC VA S     - 1,126,190.    3,383,380.      MT  (+/- 180 meters Scaled)
 GW1311
 GW1311                          SUPERSEDED SURVEY CONTROL
 GW1311
 GW1311  NGVD 29 (??/??/92)  386.788  (m)         1268.99   (f) ADJ UNCH    1 2
 GW1311
 GW1311.Superseded values are not recommended for survey control.
 GW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1311.See file dsdata.txt to determine how the superseded data were derived.
 GW1311
 GW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB045468(NAD 83)
 GW1311_MARKER: DR = REFERENCE MARK DISK
 GW1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1311_STAMPING: BRUGH NO 2 1958
 GW1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1311+STABILITY: SURFACE MOTION
 GW1311
 GW1311  HISTORY     - Date     Condition        Report By
 GW1311  HISTORY     - 1958     MONUMENTED       CGS
 GW1311  HISTORY     - 1959     GOOD             NGS
 GW1311
 GW1311                          STATION DESCRIPTION
 GW1311
 GW1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1311'5.1 MI NE FROM TROUTVILLE.
 GW1311'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE HIGH
 GW1311'SCHOOL AT TROUTVILLE, THENCE ABOUT 0.25 MILE WEST THROUGH YARD
 GW1311'OF DWELLING AND ALONG RIDGE TOP, ON THE HIGHEST PLACE OF PASTURE
 GW1311'LAND WITH FENCE LINE NEAR TOP OF RIDGE, 1 FOOT NORTH OF A WIRE
 GW1311'FENCE, 17 1/2 FEET WEST OF TRIANGULATION BLAZE ON 18-INCH ELM
 GW1311'TREE, 7 1/2 FEET EAST OF TRIANGULATION BLAZE IN 10-INCH CEDAR
 GW1311'TREE, 32.5 FEET SOUTHEAST OF BRUGH TRIANGULATION STATION, 49
 GW1311'FEET SOUTH-SOUTHEAST OF RM 1, AND SET IN TOP OF A CONCRETE POST
 GW1311'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3335 ***********************************************************************
 GA3335  DESIGNATION -  BRUMLEY
 GA3335  PID         -  GA3335
 GA3335  STATE/COUNTY-  VA/WASHINGTON
 GA3335  USGS QUAD   -  BRUMLEY (1988)
 GA3335
 GA3335                         *CURRENT SURVEY CONTROL
 GA3335  ___________________________________________________________________
 GA3335* NAD 83(1993)-  36 49 17.11755(N)    082 04 28.16318(W)     ADJUSTED  
 GA3335* NAVD 88     -      1253.2    (meters)    4112.     (feet)  VERTCON   
 GA3335  ___________________________________________________________________
 GA3335  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GA3335  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA3335
 GA3335  HORZ ORDER  -  SECOND
 GA3335
 GA3335.The horizontal coordinates were established by classical geodetic methods
 GA3335.and adjusted by the National Geodetic Survey in December 1995..
 GA3335
 GA3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3335
 GA3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3335
 GA3335.The geoid height was determined by GEOID03.
 GA3335
 GA3335;                    North         East     Units Scale Factor Converg.
 GA3335;SPC VA S     - 1,060,202.232 3,181,165.385   MT  0.99999051   -2 10 10.0
 GA3335;SPC VA S     - 3,478,346.82 10,436,873.43   sFT  0.99999051   -2 10 10.0
 GA3335;UTM  17      - 4,075,600.941   404,171.415   MT  0.99971313   -0 38 38.5
 GA3335
 GA3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3335!SPC VA S     -   0.99980819  x   0.99999051  =   0.99979870
 GA3335!UTM  17      -   0.99980819  x   0.99971313  =   0.99952138
 GA3335
 GA3335|---------------------------------------------------------------------|
 GA3335| PID    Reference Object                     Distance      Geod. Az  |
 GA3335|                                                           dddmmss.s |
 GA3335| DB8844 BRUMLEY RM 1                         17.755 METERS 07201     |
 GA3335| GA3341 ATWELL                              APPROX.10.9 KM 1530932.0 |
 GA3335| DB8845 BRUMLEY RM 2                         18.493 METERS 16019     |
 GA3335|---------------------------------------------------------------------|
 GA3335
 GA3335                          SUPERSEDED SURVEY CONTROL
 GA3335
 GA3335  NAD 83(1993)-  36 49 17.11124(N)    082 04 28.17039(W) AD(       ) 2
 GA3335  NAD 83(1986)-  36 49 17.13218(N)    082 04 28.16444(W) AD(       ) 2
 GA3335  NAD 27      -  36 49 16.74517(N)    082 04 28.69391(W) AD(       ) 2
 GA3335  NGVD 29 (07/19/86) 1253.3    (m)         4112.     (f) VERT ANG       
 GA3335
 GA3335.Superseded values are not recommended for survey control.
 GA3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3335.See file dsdata.txt to determine how the superseded data were derived.
 GA3335
 GA3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0417175601(NAD 83)
 GA3335_MARKER: DS = TRIANGULATION STATION DISK
 GA3335_SETTING: 66 = SET IN ROCK OUTCROP
 GA3335
 GA3335  HISTORY     - Date     Condition        Report By
 GA3335  HISTORY     - 1963     MONUMENTED       CGS
 GA3335
 GA3335                          STATION DESCRIPTION
 GA3335
 GA3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3335'THE STATION IS LOCATED ON CLINCH MOUNTAIN IN THE JEFFERSON
 GA3335'NATIONAL FOREST, ABOUT 9 MILES NORTHWEST OF ABINGDON, 6 MILES
 GA3335'SOUTHWEST OF LEBANON AND 5 MILES EAST OF HANSONVILLE.
 GA3335'
 GA3335'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS ALT.
 GA3335'58 AND 19 IN HANSONVILLE, GO EASTERLY ON U.S. HIGHWAY ALT. 58
 GA3335'AND 19 FOR 3 MILES TO A SIDE ROAD LEFT, JUST BEFORE REACHING
 GA3335'THE WISE GROCERY STORE ON THE RIGHT, TURN LEFT ON COUNTY
 GA3335'ROAD 690 AND GO 2.3 MILES TO A LOCK GATE, PASS THROUGH AND
 GA3335'GO UP HILL FOR 1.25 MILES TO A GATE, PASS THROUGH AND GO 0.1
 GA3335'MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING A WHITE
 GA3335'BUILDING, SIGN FOREST FIRE TRAIL TURN LEFT ON DIRT ROAD AND GO
 GA3335'0.65 MILE TO THE STATION ON THE RIGHT.
 GA3335'
 GA3335'THE STATION MARK IS 19 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GA3335'OF DIRT ROAD AND 3.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 GA3335'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3335'BEDROCK WHICH IS ABOUT 8-INCHES UNDER-GROUND AND STAMPED BRUMLEY
 GA3335'1963,
 GA3335'
 GA3335'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE APPROXIMATE CENTER
 GA3335'OF DIRT ROAD.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA3335'OUTCROPPING BEDROCK, FLUSH AND STAMPED BRUMLEY NO 1 1963.
 GA3335'
 GA3335'REFERENCE MARK NO. 2 IS 61 FEET SOUTH OF A METAL WITNESS POST.
 GA3335'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3335'BEDROCK WHICH PROJECTS 3-FEET ON THE EAST SIDE AND STAMPED
 GA3335'BRUMLEY NO 2 1963.
 GA3335'
 GA3335'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3311 ***********************************************************************
 GX3311  DESIGNATION -  BRUSH
 GX3311  PID         -  GX3311
 GX3311  STATE/COUNTY-  VA/MONTGOMERY
 GX3311  USGS QUAD   -  NEWPORT (1985)
 GX3311
 GX3311                         *CURRENT SURVEY CONTROL
 GX3311  ___________________________________________________________________
 GX3311* NAD 83(1993)-  37 16 38.60560(N)    080 26 59.43108(W)     ADJUSTED  
 GX3311* NAVD 88     -       807.9    (meters)    2651.     (feet)  VERTCON   
 GX3311  ___________________________________________________________________
 GX3311  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GX3311  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX3311
 GX3311  HORZ ORDER  -  SECOND
 GX3311
 GX3311.The horizontal coordinates were established by classical geodetic methods
 GX3311.and adjusted by the National Geodetic Survey in September 1995..
 GX3311
 GX3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3311
 GX3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3311
 GX3311.The geoid height was determined by GEOID03.
 GX3311
 GX3311;                    North         East     Units Scale Factor Converg.
 GX3311;SPC VA S     - 1,106,551.939 3,327,095.341   MT  0.99994663   -1 11 00.3
 GX3311;SPC VA S     - 3,630,412.49 10,915,645.30   sFT  0.99994663   -1 11 00.3
 GX3311;UTM  17      - 4,125,786.743   548,772.705   MT  0.99962930   +0 19 59.6
 GX3311
 GX3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3311!SPC VA S     -   0.99987822  x   0.99994663  =   0.99982486
 GX3311!UTM  17      -   0.99987822  x   0.99962930  =   0.99950757
 GX3311
 GX3311:                Primary Azimuth Mark                     Grid Az
 GX3311:SPC VA S     -  BLACKSBURG BAPTIST CH SPIRE              150 33 14.1
 GX3311:UTM  17      -  BLACKSBURG BAPTIST CH SPIRE              149 02 14.2
 GX3311
 GX3311|---------------------------------------------------------------------|
 GX3311| PID    Reference Object                     Distance      Geod. Az  |
 GX3311|                                                           dddmmss.s |
 GX3311| GX3305 BLACKSBURG BAPTIST CH SPIRE         APPROX. 5.7 KM 1492213.8 |
 GX3311| GX3306 BLACKSBURG VPI POWER PLANT STK      APPROX. 5.6 KM 1530232.5 |
 GX3311| GX3304 AIRWAY BEACON 37 BLACKSBURG MT      APPROX. 9.8 KM 1801335.7 |
 GX3311| GX3310 ALLEN FIELD LOOKOUT TOWER           APPROX. 2.2 KM 2245242.2 |
 GX3311| DC3897 BRUSH RM 1                           17.438 METERS 23354     |
 GX3311| GX3318 SALT POND                           APPROX.11.2 KM 3161246.8 |
 GX3311|---------------------------------------------------------------------|
 GX3311
 GX3311                          SUPERSEDED SURVEY CONTROL
 GX3311
 GX3311  NAD 83(1993)-  37 16 38.60640(N)    080 26 59.43075(W) AD(       ) 2
 GX3311  NAD 83(1986)-  37 16 38.60990(N)    080 26 59.43483(W) AD(       ) 2
 GX3311  NAD 27      -  37 16 38.14876(N)    080 27 00.24866(W) AD(       ) 2
 GX3311  NGVD 29 (07/19/86)  808.0    (m)         2651.     (f) VERT ANG       
 GX3311
 GX3311.Superseded values are not recommended for survey control.
 GX3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3311.See file dsdata.txt to determine how the superseded data were derived.
 GX3311
 GX3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB4877325787(NAD 83)
 GX3311_MARKER: DS = TRIANGULATION STATION DISK
 GX3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3311
 GX3311  HISTORY     - Date     Condition        Report By
 GX3311  HISTORY     - 1964     MONUMENTED       CGS
 GX3311
 GX3311                          STATION DESCRIPTION
 GX3311
 GX3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3311'THE STATION IS LOCATED ON BRUSHY MOUNTAIN ABOUT 4 MILES
 GX3311'NORTH-NORTHWEST OF BLACKSBURG AND 1-1/2 MILES NORTHEAST OF THE
 GX3311'ALLEN FIELD FIRE LOOKOUT TOWER AT A TURNOUT ALONG THE TRACK
 GX3311'ROAD LEADING TO THE LOOKOUT TOWER.
 GX3311'
 GX3311'TO REACH THE STATION FROM THE POST OFFICE IN BLACKSBURG,
 GX3311'GO NORTHERLY ON U.S. HIGHWAY 460 FOR 5.65 MILES TO CREST OF A
 GX3311'HILL AND A TRACK ROAD TO THE LEFT WITH A SIGN ALLEN FIELD
 GX3311'TOWER, JEFFERSON NATIONAL FOREST.  TURN LEFT ON THE TRACK
 GX3311'ROAD AND GO 0.55 MILE TO THE TURNOUT AND THE STATION ON THE
 GX3311'RIGHT AS DESCRIBED.
 GX3311'
 GX3311'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GX3311'WHICH PROJECTS 3-INCHES.  IT IS 16 FEET NORTH OF THE APPROXIMATE
 GX3311'CENTER OF THE ROAD, 15 FEET EAST OF A TELEPHONE POLE, AND 13.8
 GX3311'FEET EAST OF A STEEL WITNESS POST AND SIGN.  THE MARK IS STAMPED,
 GX3311'BRUSH 1964
 GX3311'
 GX3311'THE REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GX3311'WHICH PROJECTS 6-INCHES.  IT IS 46.5 FEET SOUTHWEST OF THE
 GX3311'WITNESS POST AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 GX3311'THE ROAD.  IT IS STAMPED BRUSH NO 1 1964
 GX3311'
 GX3311'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5016 ***********************************************************************
 GV5016  DESIGNATION -  BRUSH
 GV5016  PID         -  GV5016
 GV5016  STATE/COUNTY-  VA/KING WILLIAM
 GV5016  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5016
 GV5016                         *CURRENT SURVEY CONTROL
 GV5016  ___________________________________________________________________
 GV5016* NAD 83(1993)-  37 39 08.40245(N)    076 52 38.42275(W)     ADJUSTED  
 GV5016* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5016  ___________________________________________________________________
 GV5016  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 GV5016  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GV5016
 GV5016  HORZ ORDER  -  THIRD
 GV5016
 GV5016.The horizontal coordinates were established by classical geodetic methods
 GV5016.and adjusted by the National Geodetic Survey in November 1994..
 GV5016
 GV5016.The orthometric height was scaled from a topographic map.
 GV5016
 GV5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5016
 GV5016.The geoid height was determined by GEOID03.
 GV5016
 GV5016;                    North         East     Units Scale Factor Converg.
 GV5016;SPC VA S     - 1,147,608.303 3,643,179.361   MT  0.99995772   +0 59 05.4
 GV5016;SPC VA S     - 3,765,111.57 11,952,664.29   sFT  0.99995772   +0 59 05.4
 GV5016;UTM  18      - 4,168,899.606   334,391.908   MT  0.99993782   -1 08 49.4
 GV5016
 GV5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5016!SPC VA S     -   1.00000527  x   0.99995772  =   0.99996299
 GV5016!UTM  18      -   1.00000527  x   0.99993782  =   0.99994309
 GV5016
 GV5016|---------------------------------------------------------------------|
 GV5016| PID    Reference Object                     Distance      Geod. Az  |
 GV5016|                                                           dddmmss.s |
 GV5016| GV5024 COURT                               271.080 METERS 05407     |
 GV5016| DC9025 BRUSH RM                             30.318 METERS 20022     |
 GV5016| GV5051 NEXT                                APPROX. 0.7 KM 3031433.8 |
 GV5016| GV5022 CHIMNEY AT STA LANDING              APPROX. 1.1 KM 3155531.4 |
 GV5016| GV5070 WHARF HOUSE GABLE GABE              APPROX. 0.6 KM 3411941.0 |
 GV5016|---------------------------------------------------------------------|
 GV5016
 GV5016                          SUPERSEDED SURVEY CONTROL
 GV5016
 GV5016  NAD 83(1986)-  37 39 08.40448(N)    076 52 38.43897(W) AD(       ) 3
 GV5016  NAD 27      -  37 39 07.88100(N)    076 52 39.56400(W) AD(       ) 3
 GV5016
 GV5016.Superseded values are not recommended for survey control.
 GV5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5016.See file dsdata.txt to determine how the superseded data were derived.
 GV5016
 GV5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3439268900(NAD 83)
 GV5016_MARKER: P = PIPE CAP
 GV5016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5016
 GV5016  HISTORY     - Date     Condition        Report By
 GV5016  HISTORY     - 1911     MONUMENTED       CGS
 GV5016  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5016  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5016
 GV5016                          STATION DESCRIPTION
 GV5016
 GV5016'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5016'STATION IS ON THE RIGHT BANK OF THE MATTAPONI RIVER (DESCENDING)
 GV5016'ABOUT 700 METERS SSE FROM COURTHOUSE LANDING ON THE LARGE MARSH
 GV5016'BELOW FRAZIERS FERRY, 20 METERS BACK FROM RIVER BANK AND 17
 GV5016'METERS BELOW A SMALL CREEK ON CLEARING FROM THE SWAMP 2 METERS
 GV5016'WIDE, ON LOGGY AND SHAKY GROUND.  BELOW AND BACK OF STATION GROW
 GV5016'WATER BRUSH SQUARE ACROSS THE RIVER FROM STATION COURT.
 GV5016'
 GV5016'STATION MARKED BY AN IRON PIPE 3 FEET LONG PROJECTING 10
 GV5016'INCHES ABOVE GROUND AND SURMOUNTED BY A BRASS CAP WITH LEGEND.
 GV5016'
 GV5016'REFERENCE MARK IS NAIL IN CEDAR STAKE BACK IN SWAMP WITH A
 GV5016'MOUND OF EARTH AND MOAT AROUND IT, DISTANT 30.318 METERS ON A
 GV5016'LINE 257 DEG 07 MIN 38 SEC TO RIGHT OF LINE TO STATION NEXT.
 GV5016
 GV5016                          STATION RECOVERY (1999)
 GV5016
 GV5016'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5016'MARK NOT FOUND.
 GV5016
 GV5016                          STATION RECOVERY (2003)
 GV5016
 GV5016'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3276 ***********************************************************************
 GX3276  DESIGNATION -  BRUSHY MTN 1957
 GX3276  PID         -  GX3276
 GX3276  STATE/COUNTY-  VA/ALLEGHANY
 GX3276  USGS QUAD   -  JERRYS RUN (1995)
 GX3276
 GX3276                         *CURRENT SURVEY CONTROL
 GX3276  ___________________________________________________________________
 GX3276* NAD 83(1993)-  37 48 37.37267(N)    080 09 19.21024(W)     ADJUSTED  
 GX3276* NAVD 88     -       928.0    (meters)    3045.     (feet)  VERTCON   
 GX3276  ___________________________________________________________________
 GX3276  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 GX3276  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GX3276
 GX3276  HORZ ORDER  -  SECOND
 GX3276
 GX3276.The horizontal coordinates were established by classical geodetic methods
 GX3276.and adjusted by the National Geodetic Survey in November 1994..
 GX3276
 GX3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3276
 GX3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3276
 GX3276.The geoid height was determined by GEOID03.
 GX3276
 GX3276;                    North         East     Units Scale Factor Converg.
 GX3276;SPC VA S     - 1,165,196.954 3,354,245.266   MT  0.99997521   -1 00 16.8
 GX3276;SPC VA S     - 3,822,817.01 11,004,719.68   sFT  0.99997521   -1 00 16.8
 GX3276;SPC WV S     -    90,281.595   674,374.539   MT  0.99994687   +0 31 19.8
 GX3276;UTM  17      - 4,185,112.762   574,350.445   MT  0.99966809   +0 31 04.2
 GX3276
 GX3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3276!SPC VA S     -   0.99985937  x   0.99997521  =   0.99983458
 GX3276!SPC WV S     -   0.99985937  x   0.99994687  =   0.99980625
 GX3276!UTM  17      -   0.99985937  x   0.99966809  =   0.99952750
 GX3276
 GX3276:                Primary Azimuth Mark                     Grid Az
 GX3276:SPC VA S     -  FORK                                     014 39 06.9
 GX3276:SPC WV S     -  FORK                                     013 07 30.3
 GX3276:UTM  17      -  FORK                                     013 07 45.9
 GX3276
 GX3276|---------------------------------------------------------------------|
 GX3276| PID    Reference Object                     Distance      Geod. Az  |
 GX3276|                                                           dddmmss.s |
 GX3276| GX0024 FORK                                APPROX. 1.0 KM 0133850.1 |
 GX3276| GX3277 1341 USFS 1957                        2.784 METERS 17956     |
 GX3276|---------------------------------------------------------------------|
 GX3276
 GX3276                          SUPERSEDED SURVEY CONTROL
 GX3276
 GX3276  NAD 83(1986)-  37 48 37.37160(N)    080 09 19.22647(W) AD(       ) 2
 GX3276  NAD 27      -  37 48 36.93390(N)    080 09 19.98400(W) AD(       ) 2
 GX3276  NGVD 29 (07/19/86)  928.2    (m)         3045.     (f) VERT ANG       
 GX3276
 GX3276.Superseded values are not recommended for survey control.
 GX3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3276.See file dsdata.txt to determine how the superseded data were derived.
 GX3276
 GX3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB7435085113(NAD 83)
 GX3276_MARKER: DS = TRIANGULATION STATION DISK
 GX3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3276+STABILITY: SURFACE MOTION
 GX3276
 GX3276  HISTORY     - Date     Condition        Report By
 GX3276  HISTORY     - 1957     MONUMENTED       CGS
 GX3276  HISTORY     - 1974     GOOD             NGS
 GX3276
 GX3276                          STATION DESCRIPTION
 GX3276
 GX3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GX3276'STATION IS LOCATED ABOUT 9 MILES WEST OF COVINGTON, ABOUT
 GX3276'4 MILES EAST NORTHEAST OF THE POINT WHERE U.S. HIGHWAY CROSSES
 GX3276'THE STATE LINE AND ANDABOUT 0.6 MILE SOUTH OF HIGHWAY 60,
 GX3276'ON THE NORTHEAST END OF BRUSHY MOUNTAIN AND AT THE SAME LOCATION
 GX3276'AS THE U.S. FOREST SERVICE LOOKOUT TOWER.
 GX3276'
 GX3276'THE STATION MARK, STAMPED BRUSHY MTN. 1957, PROJECTS 2 IN.
 GX3276'ABOVE THE GROUND.  IT IS 8 FEET WEST NORTHWEST OF THE NORTHEAST
 GX3276'LEG OF THE TOWER AND 6.5 FEET EAST NORTHEAST OF THE NORTHWEST
 GX3276'LEG.  OBSERVATIONS WERE TAKEN FROM THE PLATFORM OF THE TOWER
 GX3276'WHICH IS ABOUT 44 FEET ABOVE THE STATION.
 GX3276'
 GX3276'THE USFS MARK IS UNDER THE APPROXIMATE CENTER OF THE LOOKOUT
 GX3276'TOWER.  A BRONZE DISK, STAMPED 1341 1939, IS SET IN THE TOP
 GX3276'OF A 2-1/2 INCH CONCRETE POST THAT PROJECTS ABOUT 1 FOOT.
 GX3276'
 GX3276'TO REACH FROM THE INTERSECTION OF BRIDGE ST. AND MAIN ST.
 GX3276'IN COVINGTON--GO WEST ON U.S. HIGHWAY 60 FOR 12.75 MILES
 GX3276'TO A SIDE ROAD LEFT AND SIGN JERRYS RUN TRAIL, TURN LEFT
 GX3276'AND GO SOUTHEAST DOWN CANYON FOR 0.55 MILE, CROSSING CREEK
 GX3276'SEVERAL TIMES, TO THE FOREST BOUNDARY, CONTINUE AHEAD FOR
 GX3276'0.35 MILE TO FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO FORK
 GX3276'AND SIGN 4 MILES LOOKOUT TOWER, TAKE LEFT FORK AND FOLLOW
 GX3276'FOREST SERVICE ROAD 4.7 MILES TO LOOKOUT AND STATION.
 GX3276'
 GX3276'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 GX3276
 GX3276                          STATION RECOVERY (1974)
 GX3276
 GX3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 GX3276'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE FOREST SERVICE
 GX3276'LOOKOUT TOWER HAS BEEN DISMANTLED BUT THE CONCRETE FOUNDATIONS
 GX3276'REMAIN.  THE USFS MARK (1341 1939) WAS SEARCHED FOR BUT NOT FOUND
 GX3276'AND IS BELIEVED TO HAVE BEEN DESTROYED.
 GX3276'
 GX3276'THERE IS NOW A LOCKED GATE AT THE FOREST BOUNDARY--
 GX3276'THE KEY MAY BE OBTAINED FROM THE FOREST SERVICE OFFICE IN COVINGTON.
 GX3276'
 GX3276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES WEST OF
 GX3276'COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4298 ***********************************************************************
 GV4298  DESIGNATION -  BRYAN VFC 1930
 GV4298  PID         -  GV4298
 GV4298  STATE/COUNTY-  VA/GLOUCESTER
 GV4298  USGS QUAD   -  ACHILLES (1983)
 GV4298
 GV4298                         *CURRENT SURVEY CONTROL
 GV4298  ___________________________________________________________________
 GV4298* NAD 83(1993)-  37 17 57.58559(N)    076 27 00.12438(W)     ADJUSTED  
 GV4298* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4298  ___________________________________________________________________
 GV4298  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV4298  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV4298
 GV4298  HORZ ORDER  -  THIRD
 GV4298
 GV4298.The horizontal coordinates were established by classical geodetic methods
 GV4298.and adjusted by the National Geodetic Survey in September 1995..
 GV4298
 GV4298.The orthometric height was scaled from a topographic map.
 GV4298
 GV4298.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4298
 GV4298.The geoid height was determined by GEOID03.
 GV4298
 GV4298;                    North         East     Units Scale Factor Converg.
 GV4298;SPC VA S     - 1,109,174.168 3,681,729.006   MT  0.99994611   +1 14 39.0
 GV4298;SPC VA S     - 3,639,015.58 12,079,139.25   sFT  0.99994611   +1 14 39.0
 GV4298;UTM  18      - 4,129,064.359   371,485.456   MT  0.99980345   -0 52 43.7
 GV4298
 GV4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4298!SPC VA S     -   1.00000551  x   0.99994611  =   0.99995162
 GV4298!UTM  18      -   1.00000551  x   0.99980345  =   0.99980896
 GV4298
 GV4298:                Primary Azimuth Mark                     Grid Az
 GV4298:SPC VA S     -  THORN VFC 1930                           197 47 03.9
 GV4298:UTM  18      -  THORN VFC 1930                           199 54 26.6
 GV4298
 GV4298|---------------------------------------------------------------------|
 GV4298| PID    Reference Object                     Distance      Geod. Az  |
 GV4298|                                                           dddmmss.s |
 GV4298| GV4349 THORN VFC 1930                      APPROX. 1.0 KM 1990142.9 |
 GV4298|---------------------------------------------------------------------|
 GV4298
 GV4298                          SUPERSEDED SURVEY CONTROL
 GV4298
 GV4298  NAD 83(1993)-  37 17 57.58615(N)    076 27 00.13133(W) AD(       ) 3
 GV4298  NAD 83(1986)-  37 17 57.59657(N)    076 27 00.15794(W) AD(       ) 3
 GV4298  NAD 27      -  37 17 57.10500(N)    076 27 01.31900(W) AD(       ) 3
 GV4298
 GV4298.Superseded values are not recommended for survey control.
 GV4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4298.See file dsdata.txt to determine how the superseded data were derived.
 GV4298
 GV4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7148529064(NAD 83)
 GV4298_MARKER: Z = SEE DESCRIPTION
 GV4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4298+STABILITY: SURFACE MOTION
 GV4298
 GV4298  HISTORY     - Date     Condition        Report By
 GV4298  HISTORY     - 1930     MONUMENTED       VACF
 GV4298  HISTORY     - 1944     GOOD             CGS
 GV4298  HISTORY     - 1952     GOOD             CGS
 GV4298  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4298
 GV4298                          STATION DESCRIPTION
 GV4298
 GV4298'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4298'STATION IS LOCATED ON THE W SIDE OF BRYANS POINT, SEVERN
 GV4298'RIVER, 105.00 FEET FROM MEAN HIGH WATER AT EXTREME END OF
 GV4298'POINT ON LINE TO STATION NEDS.  A LANE HAD TO BE CUT THROUGH
 GV4298'THE POINT OF WOODS TO SEE STATION ROUSE FROM BRYAN.  ON LOW
 GV4298'GROUND ABOUT 5 YARDS FROM MEAN HIGH WATER NW.
 GV4298'
 GV4298'STATION IS MARKED BY GALVANIZED-IRON PIPE, EXTENDING ABOUT
 GV4298'6 INCHES OUT OF CONCRETE BLOCK SET NEARLY FLUSH WITH SURFACE
 GV4298'OF GROUND.
 GV4298
 GV4298                          STATION RECOVERY (1944)
 GV4298
 GV4298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4298'STATION RECOVERED IN GOOD CONDITION, 20 METERS FROM THE HIGH-WATER
 GV4298'LINE AT THE POINT, AND 3 METERS FROM HIGH-WATER LINE TO THE
 GV4298'NW.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE FOR
 GV4298'PRESENT-DAY RECOVERY.
 GV4298
 GV4298                          STATION RECOVERY (1952)
 GV4298
 GV4298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4298'STATION RECOVERED IN GOOD CONDITION.  THE 1930 ORIGINAL
 GV4298'DESCRIPTION USED WITH THE 1944 RECOVERY NOTE IS CONSIDERED
 GV4298'ADEQUATE FOR FUTURE RECOVERY WITH THE FOLLOWING ADDITIONAL
 GV4298'INFORMATION--
 GV4298'
 GV4298'40 FEET E OF GRASS LINE ALONG MEAN HIGH-WATER LINE.
 GV4298'
 GV4298'18 FEET W OF A BLAZED 5-INCH CEDAR.
 GV4298'
 GV4298'32 FEET N OF THE N LIMITS OF INTERMITTENT POND.
 GV4298'
 GV4298'PIPE IS FLUSH WITH GROUND.
 GV4298
 GV4298                          STATION RECOVERY (2002)
 GV4298
 GV4298'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1695 ***********************************************************************
 GW1695  DESIGNATION -  BUCHANAN
 GW1695  PID         -  GW1695
 GW1695  STATE/COUNTY-  VA/BOTETOURT
 GW1695  USGS QUAD   -  BUCHANAN (1985)
 GW1695
 GW1695                         *CURRENT SURVEY CONTROL
 GW1695  ___________________________________________________________________
 GW1695* NAD 83(1993)-  37 32 13.46204(N)    079 40 46.14066(W)     ADJUSTED  
 GW1695* NAVD 88     -       322.525  (meters)    1058.15   (feet)  ADJUSTED  
 GW1695  ___________________________________________________________________
 GW1695  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GW1695  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1695  DYNAMIC HT  -         322.270 (meters)    1057.31  (feet)  COMP
 GW1695  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GW1695
 GW1695  HORZ ORDER  -  SECOND
 GW1695  VERT ORDER  -  FIRST     CLASS II
 GW1695
 GW1695.The horizontal coordinates were established by classical geodetic methods
 GW1695.and adjusted by the National Geodetic Survey in November 1994..
 GW1695
 GW1695.The orthometric height was determined by differential leveling
 GW1695.and adjusted by the National Geodetic Survey in June 1991..
 GW1695
 GW1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1695
 GW1695.The geoid height was determined by GEOID03.
 GW1695
 GW1695.The dynamic height is computed by dividing the NAVD 88
 GW1695.geopotential number by the normal gravity value computed on the
 GW1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1695.degrees latitude (g = 980.6199 gals.).
 GW1695
 GW1695.The modeled gravity was interpolated from observed gravity values.
 GW1695
 GW1695;                    North         East     Units Scale Factor Converg.
 GW1695;SPC VA S     - 1,134,236.816 3,395,763.180   MT  0.99994977   -0 42 57.1
 GW1695;SPC VA S     - 3,721,241.95 11,140,933.03   sFT  0.99994977   -0 42 57.1
 GW1695;UTM  17      - 4,155,273.509   616,665.506   MT  0.99976765   +0 48 16.7
 GW1695
 GW1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1695!SPC VA S     -   0.99995447  x   0.99994977  =   0.99990425
 GW1695!UTM  17      -   0.99995447  x   0.99976765  =   0.99972213
 GW1695
 GW1695|---------------------------------------------------------------------|
 GW1695| PID    Reference Object                     Distance      Geod. Az  |
 GW1695|                                                           dddmmss.s |
 GW1695| GW1696 BUCHANAN RM 1                        22.227 METERS 04106     |
 GW1695| GW2266 BUCHANAN HAFLEIGH CO STACK          APPROX. 1.7 KM 1960133.9 |
 GW1695| GW1697 BUCHANAN RM 2                        24.031 METERS 31650     |
 GW1695|---------------------------------------------------------------------|
 GW1695
 GW1695                          SUPERSEDED SURVEY CONTROL
 GW1695
 GW1695  NAD 83(1986)-  37 32 13.46299(N)    079 40 46.15404(W) AD(       ) 2
 GW1695  NAD 27      -  37 32 12.97910(N)    079 40 47.01530(W) AD(       ) 2
 GW1695  NGVD 29 (??/??/92)  322.736  (m)         1058.84   (f) ADJ UNCH    1 2
 GW1695
 GW1695.Superseded values are not recommended for survey control.
 GW1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1695.See file dsdata.txt to determine how the superseded data were derived.
 GW1695
 GW1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1666655274(NAD 83)
 GW1695_MARKER: DS = TRIANGULATION STATION DISK
 GW1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1695_STAMPING: BUCHANAN 1958
 GW1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1695+STABILITY: SURFACE MOTION
 GW1695
 GW1695  HISTORY     - Date     Condition        Report By
 GW1695  HISTORY     - 1958     MONUMENTED       CGS
 GW1695  HISTORY     - 1959     GOOD             NGS
 GW1695  HISTORY     - 1984     GOOD             NGS
 GW1695  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 GW1695
 GW1695                          STATION DESCRIPTION
 GW1695
 GW1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW1695'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF BUCHANAN IN
 GW1695'A SCHOOL YARD.  IT IS 79 FEET NORTH OF A HIGH-LINE POLE
 GW1695'NO. 384, 46 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD
 GW1695'AND 38 FEET SOUTH OF THE SOUTHWEST CORNER OF SCHOOLHOUSE.
 GW1695'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 GW1695'BUCHANAN 1958.
 GW1695'
 GW1695'REFERENCE MARK NO. 1 IS 4 FEET SOUTHEAST OF THE SOUTHEAST
 GW1695'CORNER OF SCHOOLHOUSE, 1 FOOT WEST OF THE WEST SIDE OF ENTRANCE
 GW1695'TO BASEMENT OF SCHOOLHOUSE AND IS ABOUT 3 FEET HIGHER IN
 GW1695'ELEVATION THAN THE STATION MARK.  THE MARK IS SET FLUSH
 GW1695'WITH THE GROUND AND THE DISK IS STAMPED BUCHANAN NO 1 1958.
 GW1695'
 GW1695'REFERENCE MARK NO. 2 IS 50 FEET WEST NORTHWEST OF THE SOUTHWEST
 GW1695'CORNER OF SCHOOL HOUSE, 38 FEET SOUTH SOUTHWEST OF THE NORTHWEST
 GW1695'CORNER OF SCHOOLHOUSE AND 6 FEET EAST OF THE CENTER LINE OF
 GW1695'A GRAVEL ROAD.  THE DISK IS SET IN A DRILL HOLE OF OUTCROPPING
 GW1695'BEDROCK THAT IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET
 GW1695'HIGHER IN ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED
 GW1695'BUCHANAN NO 2 1958.
 GW1695'
 GW1695'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUCHANAN,
 GW1695'GO NORTHERLY ON U.S. HIGHWAY 11 FOR 0.3 MILE TO THE NORTH
 GW1695'END OF BRIDGE AND THE INTERSECTION OF STATE ROUTE 43.  TURN
 GW1695'LEFT ON STATE ROUTE 43 AND GO WESTERLY FOR 0.1 MILE TO THE
 GW1695'INTERSECTION OF COUNTY ROUTE 1303.  TURN RIGHT AND FOLLOW
 GW1695'COUNTY ROUTE 1303 FOR 0.3 MILE TO SCHOOL YARD AND STATION
 GW1695'ON THE EAST SIDE OF ROAD.
 GW1695'
 GW1695'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GW1695
 GW1695                          STATION RECOVERY (1959)
 GW1695
 GW1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GW1695'AT BUCHANAN.
 GW1695'AT BUCHANAN, ABOUT 0.45 MILE NORTHWEST ALONG ROAD NO 1303
 GW1695'FROM THE CHESAPEAKE AND OHIO RAILWAY STATION, 46 FEET NORTHEAST
 GW1695'OF THE CENTER LINE OF THE ROAD, 79.1 FEET SOUTHEAST OF RM 2,
 GW1695'73 FEET SOUTHWEST OF RM 1, 38 FEET SOUTH OF THE SOUTH CORNER
 GW1695'OF THE BUCHANAN SCHOOL FOR THE COLORED, 76 FEET SOUTHWEST OF THE
 GW1695'EAST CORNER OF THE SCHOOL, AND SET IN TOP OF A CONCRETE POST
 GW1695'PROJECTING 1 INCH.
 GW1695
 GW1695                          STATION RECOVERY (1984)
 GW1695
 GW1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1695'RECOVERED IN GOOD CONDITION.
 GW1695
 GW1695                          STATION RECOVERY (1995)
 GW1695
 GW1695'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2266 ***********************************************************************
 GW2266  DESIGNATION -  BUCHANAN HAFLEIGH CO STACK
 GW2266  PID         -  GW2266
 GW2266  STATE/COUNTY-  VA/BOTETOURT
 GW2266  USGS QUAD   -  BUCHANAN (1985)
 GW2266
 GW2266                         *CURRENT SURVEY CONTROL
 GW2266  ___________________________________________________________________
 GW2266* NAD 83(1993)-  37 31 20.91273(N)    079 41 05.09169(W)     ADJUSTED  
 GW2266* NAVD 88     -                                                        
 GW2266  ___________________________________________________________________
 GW2266  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GW2266  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2266
 GW2266  HORZ ORDER  -  THIRD
 GW2266
 GW2266.The horizontal coordinates were established by classical geodetic methods
 GW2266.and adjusted by the National Geodetic Survey in November 1994..
 GW2266
 GW2266
 GW2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2266
 GW2266.The geoid height was determined by GEOID03.
 GW2266
 GW2266;                    North         East     Units Scale Factor Converg.
 GW2266;SPC VA S     - 1,132,622.762 3,395,277.653   MT  0.99994905   -0 43 08.6
 GW2266;SPC VA S     - 3,715,946.51 11,139,340.10   sFT  0.99994905   -0 43 08.6
 GW2266;UTM  17      - 4,153,647.437   616,223.055   MT  0.99976638   +0 48 04.2
 GW2266
 GW2266                          SUPERSEDED SURVEY CONTROL
 GW2266
 GW2266  NAD 83(1986)-  37 31 20.91373(N)    079 41 05.10537(W) AD(       ) 4
 GW2266  NAD 27      -  37 31 20.42900(N)    079 41 05.96800(W) AD(       ) 3
 GW2266
 GW2266.Superseded values are not recommended for survey control.
 GW2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2266.See file dsdata.txt to determine how the superseded data were derived.
 GW2266
 GW2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1622353647(NAD 83)
 GW2266_MARKER: 63 = STACK
 GW2266
 GW2266  HISTORY     - Date     Condition        Report By
 GW2266  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2266  HISTORY     - 19961104 GOOD             USPSQD
 GW2266
 GW2266                          STATION DESCRIPTION
 GW2266
 GW2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2266'THE STATION IS THE CENTER OF THE TOP OF THE 70 FOOT HIGH
 GW2266'STEEL STACK, PAINTED BLACK AND LOCATED AT THE HAFLEIGH AND
 GW2266'CO. BUTTON FACTORY AT THE SOUTH EDGE OF BUCHANAN ON THE
 GW2266'EAST SIDE OF U.S. HIGHWAY 11.
 GW2266
 GW2266                          STATION RECOVERY (1996)
 GW2266
 GW2266'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1696 ***********************************************************************
 GW1696  DESIGNATION -  BUCHANAN RM 1
 GW1696  PID         -  GW1696
 GW1696  STATE/COUNTY-  VA/BOTETOURT
 GW1696  USGS QUAD   -  BUCHANAN (1985)
 GW1696
 GW1696                         *CURRENT SURVEY CONTROL
 GW1696  ___________________________________________________________________
 GW1696* NAD 83(1986)-  37 32 12.     (N)    079 40 46.     (W)     SCALED    
 GW1696* NAVD 88     -       323.781  (meters)    1062.27   (feet)  ADJUSTED  
 GW1696  ___________________________________________________________________
 GW1696  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1696  DYNAMIC HT  -         323.525 (meters)    1061.43  (feet)  COMP
 GW1696  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GW1696
 GW1696  VERT ORDER  -  FIRST     CLASS II
 GW1696
 GW1696.The horizontal coordinates were scaled from a topographic map and have
 GW1696.an estimated accuracy of +/- 6 seconds.
 GW1696
 GW1696.The orthometric height was determined by differential leveling
 GW1696.and adjusted by the National Geodetic Survey in June 1991..
 GW1696
 GW1696.The geoid height was determined by GEOID03.
 GW1696
 GW1696.The dynamic height is computed by dividing the NAVD 88
 GW1696.geopotential number by the normal gravity value computed on the
 GW1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1696.degrees latitude (g = 980.6199 gals.).
 GW1696
 GW1696.The modeled gravity was interpolated from observed gravity values.
 GW1696
 GW1696;                    North         East    Units  Estimated Accuracy
 GW1696;SPC VA S     - 1,134,190.    3,395,770.      MT  (+/- 180 meters Scaled)
 GW1696
 GW1696                          SUPERSEDED SURVEY CONTROL
 GW1696
 GW1696  NGVD 29 (??/??/92)  323.992  (m)         1062.96   (f) ADJ UNCH    1 2
 GW1696
 GW1696.Superseded values are not recommended for survey control.
 GW1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1696.See file dsdata.txt to determine how the superseded data were derived.
 GW1696
 GW1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB166552(NAD 83)
 GW1696_MARKER: DR = REFERENCE MARK DISK
 GW1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1696_STAMPING: BUCHANAN NO 1 1958
 GW1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1696+STABILITY: SURFACE MOTION
 GW1696
 GW1696  HISTORY     - Date     Condition        Report By
 GW1696  HISTORY     - 1958     MONUMENTED       CGS
 GW1696  HISTORY     - 1959     GOOD             NGS
 GW1696  HISTORY     - 1984     GOOD             NGS
 GW1696  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 GW1696
 GW1696                          STATION DESCRIPTION
 GW1696
 GW1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1696'AT BUCHANAN.
 GW1696'AT BUCHANAN, ABOUT 0.45 MILE NORTHWEST ALONG ROAD NO 1303 FROM
 GW1696'THE CHESAPEAKE AND OHIO RAILWAY STATION, AT BUCHANAN SCHOOL
 GW1696'FOR THE COLORED, 3.7 FEET SOUTH OF THE EAST CORNER OF THE
 GW1696'BUILDING, 73 FEET NORTHEAST OF BUCHANAN TRIANGULATION STATION,
 GW1696'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GW1696
 GW1696                          STATION RECOVERY (1984)
 GW1696
 GW1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1696'RECOVERED IN GOOD CONDITION.
 GW1696
 GW1696                          STATION RECOVERY (1995)
 GW1696
 GW1696'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1697 ***********************************************************************
 GW1697  DESIGNATION -  BUCHANAN RM 2
 GW1697  PID         -  GW1697
 GW1697  STATE/COUNTY-  VA/BOTETOURT
 GW1697  USGS QUAD   -  BUCHANAN (1985)
 GW1697
 GW1697                         *CURRENT SURVEY CONTROL
 GW1697  ___________________________________________________________________
 GW1697* NAD 83(1986)-  37 32 12.     (N)    079 40 46.     (W)     SCALED    
 GW1697* NAVD 88     -       324.815  (meters)    1065.66   (feet)  ADJUSTED  
 GW1697  ___________________________________________________________________
 GW1697  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1697  DYNAMIC HT  -         324.559 (meters)    1064.82  (feet)  COMP
 GW1697  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 GW1697
 GW1697  VERT ORDER  -  FIRST     CLASS II
 GW1697
 GW1697.The horizontal coordinates were scaled from a topographic map and have
 GW1697.an estimated accuracy of +/- 6 seconds.
 GW1697
 GW1697.The orthometric height was determined by differential leveling
 GW1697.and adjusted by the National Geodetic Survey in June 1991..
 GW1697
 GW1697.The geoid height was determined by GEOID03.
 GW1697
 GW1697.The dynamic height is computed by dividing the NAVD 88
 GW1697.geopotential number by the normal gravity value computed on the
 GW1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1697.degrees latitude (g = 980.6199 gals.).
 GW1697
 GW1697.The modeled gravity was interpolated from observed gravity values.
 GW1697
 GW1697;                    North         East    Units  Estimated Accuracy
 GW1697;SPC VA S     - 1,134,190.    3,395,770.      MT  (+/- 180 meters Scaled)
 GW1697
 GW1697                          SUPERSEDED SURVEY CONTROL
 GW1697
 GW1697  NGVD 29 (??/??/92)  325.027  (m)         1066.36   (f) ADJ UNCH    1 2
 GW1697
 GW1697.Superseded values are not recommended for survey control.
 GW1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1697.See file dsdata.txt to determine how the superseded data were derived.
 GW1697
 GW1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB166552(NAD 83)
 GW1697_MARKER: DR = REFERENCE MARK DISK
 GW1697_SETTING: 66 = SET IN ROCK OUTCROP
 GW1697_SP_SET: OUTCROP
 GW1697_STAMPING: BUCHANAN 1958
 GW1697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1697+STABILITY: POSITION/ELEVATION WELL
 GW1697
 GW1697  HISTORY     - Date     Condition        Report By
 GW1697  HISTORY     - 1958     MONUMENTED       CGS
 GW1697  HISTORY     - 1959     GOOD             NGS
 GW1697  HISTORY     - 1984     GOOD             NGS
 GW1697  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 GW1697
 GW1697                          STATION DESCRIPTION
 GW1697
 GW1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1697'AT BUCHANAN.
 GW1697'AT BUCHANAN, ABOUT 0.45 MILE NORTHWEST ALONG ROAD NO 1303 FROM
 GW1697'THE CHESAPEAKE AND OHIO RAILWAY STATION, 7 FEET EAST OF THE
 GW1697'CENTER LINE OF THE ROAD, 37.2 FEET SOUTHWEST OF THE WEST CORNER
 GW1697'OF THE BUCHANAN SCHOOL FOR THE COLORED, 50 FEET WEST OF THE
 GW1697'SOUTH CORNER OF THE BUILDING, 79.1 FEET NORTHWEST OF BUCHANAN
 GW1697'TRIANGULATION STATION, AND SET IN TOP OF A SLANTING 2-BY 3-FOOT
 GW1697'ROCK OUTCROP.
 GW1697
 GW1697                          STATION RECOVERY (1984)
 GW1697
 GW1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1697'RECOVERED IN GOOD CONDITION.
 GW1697
 GW1697                          STATION RECOVERY (1995)
 GW1697
 GW1697'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3203 ***********************************************************************
 GY3203  DESIGNATION -  BUCK
 GY3203  PID         -  GY3203
 GY3203  STATE/COUNTY-  VA/WISE
 GY3203  USGS QUAD   -  FLAT GAP (1978)
 GY3203
 GY3203                         *CURRENT SURVEY CONTROL
 GY3203  ___________________________________________________________________
 GY3203* NAD 83(1993)-  37 03 14.95218(N)    082 38 31.48392(W)     ADJUSTED  
 GY3203* NAVD 88     -       968.08   (+/-2cm)    3176.1    (feet)  VERTCON   
 GY3203  ___________________________________________________________________
 GY3203  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GY3203  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY3203
 GY3203  HORZ ORDER  -  THIRD
 GY3203  VERT ORDER  -  THIRD ? (See Below)
 GY3203
 GY3203.The horizontal coordinates were established by classical geodetic methods
 GY3203.and adjusted by the National Geodetic Survey in December 1995..
 GY3203
 GY3203.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3203.The vertical order pertains to the NGVD 29 superseded value.
 GY3203
 GY3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3203
 GY3203.The geoid height was determined by GEOID03.
 GY3203
 GY3203;                    North         East     Units Scale Factor Converg.
 GY3203;SPC VA S     - 1,088,073.530 3,131,701.105   MT  0.99996027   -2 30 50.2
 GY3203;SPC VA S     - 3,569,787.91 10,274,589.38   sFT  0.99996027   -2 30 50.2
 GY3203;UTM  17      - 4,102,140.742   353,992.435   MT  0.99986262   -0 59 22.7
 GY3203
 GY3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3203!SPC VA S     -   0.99985294  x   0.99996027  =   0.99981321
 GY3203!UTM  17      -   0.99985294  x   0.99986262  =   0.99971558
 GY3203
 GY3203:                Primary Azimuth Mark                     Grid Az
 GY3203:SPC VA S     -  WISE COUNTY MEMORIAL HOSP TANK           154 18 28.5
 GY3203:UTM  17      -  WISE COUNTY MEMORIAL HOSP TANK           152 47 01.0
 GY3203
 GY3203|---------------------------------------------------------------------|
 GY3203| PID    Reference Object                     Distance      Geod. Az  |
 GY3203|                                                           dddmmss.s |
 GY3203| GA3416 WISE COUNTY MEMORIAL HOSP TANK      APPROX.10.3 KM 1514738.3 |
 GY3203| GA3417 WISE RADIO STATION WNVA MAST        APPROX.10.9 KM 1534804.2 |
 GY3203| DB8857 BUCK RM 2                            24.208 METERS 17203     |
 GY3203| GA3415 NORTON HIGH KNOB RADAR REPEATR      APPROX.17.5 KM 1742258.7 |
 GY3203| DB8856 BUCK RM 1                            18.102 METERS 35818     |
 GY3203|---------------------------------------------------------------------|
 GY3203
 GY3203                          SUPERSEDED SURVEY CONTROL
 GY3203
 GY3203  NAD 83(1993)-  37 03 14.95238(N)    082 38 31.48398(W) AD(       ) 3
 GY3203  NAD 83(1986)-  37 03 14.96040(N)    082 38 31.49235(W) AD(       ) 3
 GY3203  NAD 27      -  37 03 14.59829(N)    082 38 31.91143(W) AD(       ) 3
 GY3203  NGVD 29 (07/19/86)  968.22   (m)         3176.6    (f) LEVELING    3  
 GY3203
 GY3203.Superseded values are not recommended for survey control.
 GY3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3203.See file dsdata.txt to determine how the superseded data were derived.
 GY3203
 GY3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5399202141(NAD 83)
 GY3203_MARKER: DS = TRIANGULATION STATION DISK
 GY3203_SETTING: 66 = SET IN ROCK OUTCROP
 GY3203
 GY3203  HISTORY     - Date     Condition        Report By
 GY3203  HISTORY     - 1963     MONUMENTED       CGS
 GY3203  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GY3203  HISTORY     - 1974     SEE DESCRIPTION  NGS
 GY3203
 GY3203                          STATION DESCRIPTION
 GY3203
 GY3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3203'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WISE, 5-1/2
 GY3203'MILES SOUTHWEST OF POUND AND AT THE BUCK KNOB LOOKOUT TOWER.
 GY3203'
 GY3203'TO REACH THE STATION FROM THE POST OFFICE IN WISE, GO NORTHERLY
 GY3203'ON U.S. HIGHWAY 23 FOR 1.75 MILES TO A SIDE ROAD LEFT, SIGN
 GY3203'ADDINGTON TURN LEFT ON COUNTY ROAD 625 AND GO 2.4 MILES
 GY3203'TO A T-ROAD, TURN RIGHT ON COUNTY ROAD 620 AND GO 2.0 MILES
 GY3203'TO A FORK, TAKE RIGHT FORK STAYING ON COUNTY ROAD 620 FOR
 GY3203'1.2 MILES TO THE KILGORE GROCERY STORE ON THE LEFT, CONTINUE
 GY3203'ON COUNTY ROAD 620 FOR 1.55 MILES TO A SIDE ROAD RIGHT AT
 GY3203'W.N. BROCKS MAIL BOX, JUST AFTER CROSSING A SMALL BRIDGE,
 GY3203'TURN RIGHT AND GO 0.4 MILE TO A FORK, TAKE LEFT FORK AND
 GY3203'GO 0.55 MILE TO A PIPE GATE, PASS THROUGH AND GO 2.45 MILE
 GY3203'TO THE END OF ROAD AND A TRAIL ON THE RIGHT.  PACK UP TRAIL
 GY3203'FOR ABOUT 100 YARDS TO LOOKOUT TOWER AND STATION.
 GY3203'
 GY3203'THE STATION MARK IS 12.2 FEET EAST OF THE NORTHWEST LEG
 GY3203'OF LOOKOUT TOWER, 10.9 FEET NORTHWEST OF THE SOUTHEAST LEG
 GY3203'OF LOOKOUT TOWER AND 4.8 FEET SOUTHWEST OF THE NORTHEAST
 GY3203'LEG OF LOOKOUT TOWER.  IT IS A STANDARD DISK CEMENTED IN
 GY3203'A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH AND STAMPED BUCK
 GY3203'1963.
 GY3203'
 GY3203'REFERENCE MARK NO. 1 IS 55.5 FEET NORTH OF THE NORTHEAST
 GY3203'LEG OF LOOKOUT TOWER AND 15 FEET EAST OF A APPLE TREE.  IT
 GY3203'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GY3203'BEDROCK, FLUSH AND STAMPED BUCK NO 1 1963.
 GY3203'
 GY3203'REFERENCE MARK NO. 2 IS SET ON THE SOUTH SLOPE OF RIDGE
 GY3203'ABOUT 3 FEET LOWER THAN THE STATION AND 41.4 FEET SOUTH
 GY3203'OF THE SOUTHWEST CORNER OF A WHITE FRAME BUILDING.  IT IS
 GY3203'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GY3203'BEDROCK, FLUSH AND STAMPED BUCK NO 2 1963.
 GY3203'
 GY3203'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 GY3203
 GY3203                          STATION RECOVERY (1964)
 GY3203
 GY3203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GY3203'THE REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 GY3203'CONDITION.  THE STATION MARK HAD BEEN BROKEN OFF.  THE DRILL
 GY3203'HOLE WAS RECOVERED AND A NEW DISK WAS CEMENTED IN THE ORIGINAL
 GY3203'DRILL HOLE.  THE DISK IS STAMPED BUCK 1963 1964.  THE 1963
 GY3203'DESCRIPTION IS ADEQUATE.  THE STATION WAS NOT OCCUPIED AT
 GY3203'THIS TIME.
 GY3203
 GY3203                          STATION RECOVERY (1974)
 GY3203
 GY3203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 GY3203'THE STATION DISK HAS BEEN DESTROYED BUT THE DRILL HOLE WAS
 GY3203'RECOVERED.
 GY3203'
 GY3203'REFERENCE MARK 1 WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 GY3203'DESCRIBED IN 1963.
 GY3203'
 GY3203'A SEARCH WAS MADE FOR REFERENCE MARK 2 BUT WAS NOT RECOVERED AT THIS
 GY3203'TIME ANOTHER SEARCH SHOULD BE MADE FOR THIS MARK.
 GY3203'
 GY3203'TO REACH THE STATION FROM THE POST OFFICE IN WISE, GO NORTHERLY FOR
 GY3203'0.1 MILE TO A TRAFFIC LIGHT, JUNCTION OF OLD U. S. HIGHWAY 23.
 GY3203'CONTINUE STRAIGHT AHEAD FOLLOWING OLD U. S. HIGHWAY 23 FOR 0.8 MILE
 GY3203'TO A SIDE ROAD LEFT AND SIGN ADDINGTON 3.  TURN LEFT, FOLLOW
 GY3203'GRAVELED ROAD FOR 0.3 MILE TO THE JUNCTION OF NEW U. S. HIGHWAY 23.
 GY3203'CONTINUE STRAIGHT AHEAD CROSSING HIGHWAY FOLLOWING GRAVELED ROAD
 GY3203'FOR 1.2 MILES TO A FORK.  HERE TAKE LEFT FORK FOLLOWING PAVED
 GY3203'ROAD FOR 0.6 MILE TO A T-INTERSECTION (STATE ROAD 620).  TURN
 GY3203'RIGHT FOLLOWING STATE ROAD 620 FOR 1.75 MILES TO A FORK.  HERE BEAR
 GY3203'RIGHT AND CONTINUE FOLLOWING STATE ROAD 620 FOR 1.65 MILES TO
 GY3203'WHERE ROAD CROSSES RAILROAD TRACKS.  CONTINUE FOLLOWING
 GY3203'STATE ROAD 620 FOR 1.0 MILES TO A SIDE ROAD RIGHT JUST AFTER
 GY3203'CROSSING A SMALL CREEK.  TURN RIGHT AND FOLLOW DIRT ROAD (MAIN
 GY3203'TRAVELED ROAD FOR 2.4 MILES TO A FORK.  HERE BEAR LEFT AND
 GY3203'CONTINUE STRAIGHT AHEAD UPHILL FOLLOWING MAIN TRAVELED ROAD FOR 1.3
 GY3203'MILES TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5135 ***********************************************************************
 GV5135  DESIGNATION -  BUCK
 GV5135  PID         -  GV5135
 GV5135  STATE/COUNTY-  VA/KING WILLIAM
 GV5135  USGS QUAD   -  TUNSTALL (1984)
 GV5135
 GV5135                         *CURRENT SURVEY CONTROL
 GV5135  ___________________________________________________________________
 GV5135* NAD 83(1993)-  37 35 55.35742(N)    077 04 57.90428(W)     ADJUSTED  
 GV5135* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5135  ___________________________________________________________________
 GV5135  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 GV5135  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GV5135
 GV5135  HORZ ORDER  -  THIRD
 GV5135
 GV5135.The horizontal coordinates were established by classical geodetic methods
 GV5135.and adjusted by the National Geodetic Survey in November 1994..
 GV5135
 GV5135.The orthometric height was scaled from a topographic map.
 GV5135
 GV5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5135
 GV5135.The geoid height was determined by GEOID03.
 GV5135
 GV5135;                    North         East     Units Scale Factor Converg.
 GV5135;SPC VA S     - 1,141,365.759 3,625,145.180   MT  0.99995352   +0 51 36.6
 GV5135;SPC VA S     - 3,744,630.83 11,893,497.14   sFT  0.99995352   +0 51 36.6
 GV5135;UTM  18      - 4,163,332.046   316,137.635   MT  1.00001641   -1 16 16.0
 GV5135
 GV5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5135!SPC VA S     -   1.00000519  x   0.99995352  =   0.99995871
 GV5135!UTM  18      -   1.00000519  x   1.00001641  =   1.00002160
 GV5135
 GV5135|---------------------------------------------------------------------|
 GV5135| PID    Reference Object                     Distance      Geod. Az  |
 GV5135|                                                           dddmmss.s |
 GV5135| DC5189 BUCK RM 2                            14.757 METERS 03539     |
 GV5135| DC5190 BUCK RM 3                            21.678 METERS 08126     |
 GV5135| GV5186 PEN                                 357.505 METERS 11850     |
 GV5135| GV5163 HOG                                 330.376 METERS 14954     |
 GV5135| GV5132 BOYD                                257.417 METERS 26700     |
 GV5135| GV5217 WATER                               428.646 METERS 2881652.5 |
 GV5135| GV5129 BLACK                               395.851 METERS 31157     |
 GV5135| DC5188 BUCK RM 1                            22.275 METERS 35842     |
 GV5135|---------------------------------------------------------------------|
 GV5135
 GV5135                          SUPERSEDED SURVEY CONTROL
 GV5135
 GV5135  NAD 83(1986)-  37 35 55.35864(N)    077 04 57.92173(W) AD(       ) 3
 GV5135  NAD 27      -  37 35 54.80900(N)    077 04 58.92200(W) AD(       ) 3
 GV5135
 GV5135.Superseded values are not recommended for survey control.
 GV5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5135.See file dsdata.txt to determine how the superseded data were derived.
 GV5135
 GV5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1613863332(NAD 83)
 GV5135_MARKER: Z = SEE DESCRIPTION
 GV5135_SETTING: 0 = UNSPECIFIED SETTING
 GV5135
 GV5135  HISTORY     - Date     Condition        Report By
 GV5135  HISTORY     - 1912     MONUMENTED       CGS
 GV5135  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5135  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5135
 GV5135                          STATION DESCRIPTION
 GV5135
 GV5135'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5135'STATION IS A SCAFFOLD AND TRIPOD IN 3-1/2 FEET OF WATER ON THE
 GV5135'LEFT SIDE OF THE PAMUNKEY RIVER DESCENDING, ABOUT 350 METERS FROM
 GV5135'THE OLD GARLIC MANSION AND SE CORNER OF THE ROOF OF WHICH BEARS
 GV5135'166 DEG 50 MIN 14 SEC TO THE RIGHT OF STATION PEN.  IT IS IN
 GV5135'TOO DEEP WATER TO BE MARKED.
 GV5135'
 GV5135'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN LARGE TRIANGLE CUT ON
 GV5135'11-INCH ASH TREE AT SHORE, DISTANT 22.225 METERS ON LINE,
 GV5135'239 DEG 51 MIN 14 SEC TO RIGHT OF LINE TO STATION PEN.
 GV5135'
 GV5135'REFERENCE MARK NO. 2 IS TRIANGLE CUT ON 10-INCH GUM AT WATERS
 GV5135'EDGE, DISTANT 14.757 METERS (NEAREST POINT OF SHORE) ON LINE
 GV5135'276 DEG 48 MIN 34 SEC TO RIGHT OF LINE TO STATION PEN.
 GV5135'
 GV5135'REFERENCE MARK NO. 3 IS TRIANGLE ON 10-INCH ASH AT SHORE,
 GV5135'DISTANT 21.678 METERS ON LINE 322 DEG 35 MIN 22 SEC TO RIGHT
 GV5135'OF LINE TO STATION PEN.
 GV5135
 GV5135                          STATION RECOVERY (1999)
 GV5135
 GV5135'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5135'MARK NOT FOUND.
 GV5135
 GV5135                          STATION RECOVERY (2003)
 GV5135
 GV5135'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5352 ***********************************************************************
 GV5352  DESIGNATION -  BUCK 2
 GV5352  PID         -  GV5352
 GV5352  STATE/COUNTY-  VA/CHARLES CITY
 GV5352  USGS QUAD   -  WESTOVER (1994)
 GV5352
 GV5352                         *CURRENT SURVEY CONTROL
 GV5352  ___________________________________________________________________
 GV5352* NAD 83(1993)-  37 18 34.10471(N)    077 07 48.89666(W)     ADJUSTED  
 GV5352* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5352  ___________________________________________________________________
 GV5352  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 GV5352  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 GV5352
 GV5352  HORZ ORDER  -  SECOND
 GV5352
 GV5352.The horizontal coordinates were established by classical geodetic methods
 GV5352.and adjusted by the National Geodetic Survey in September 1995..
 GV5352
 GV5352.The orthometric height was scaled from a topographic map.
 GV5352
 GV5352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5352
 GV5352.The geoid height was determined by GEOID03.
 GV5352
 GV5352;                    North         East     Units Scale Factor Converg.
 GV5352;SPC VA S     - 1,109,207.617 3,621,417.080   MT  0.99994591   +0 49 52.8
 GV5352;SPC VA S     - 3,639,125.32 11,881,265.87   sFT  0.99994591   +0 49 52.8
 GV5352;UTM  18      - 4,131,331.876   311,218.106   MT  1.00003902   -1 17 29.6
 GV5352
 GV5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5352!SPC VA S     -   1.00000520  x   0.99994591  =   0.99995111
 GV5352!UTM  18      -   1.00000520  x   1.00003902  =   1.00004422
 GV5352
 GV5352|---------------------------------------------------------------------|
 GV5352| PID    Reference Object                     Distance      Geod. Az  |
 GV5352|                                                           dddmmss.s |
 GV5352| DC5191 BUCK 2 RM 1                          23.017 METERS 04135     |
 GV5352| GV5317 DUNN                                APPROX. 1.9 KM 1305059.9 |
 GV5352| GV5350 ABANDONED BEACON NR STA RUIN        APPROX. 1.2 KM 1845918.9 |
 GV5352| GV5360 HERRING CREEK SNAG NEAR MOUTH       421.069 METERS 2461342.2 |
 GV5352| DC5192 BUCK 2 RM 2                          15.983 METERS 34239     |
 GV5352|---------------------------------------------------------------------|
 GV5352
 GV5352                          SUPERSEDED SURVEY CONTROL
 GV5352
 GV5352  NAD 83(1993)-  37 18 34.10585(N)    077 07 48.89717(W) AD(       ) 2
 GV5352  NAD 83(1986)-  37 18 34.10962(N)    077 07 48.91451(W) AD(       ) 2
 GV5352  NAD 27      -  37 18 33.57600(N)    077 07 50.01300(W) AD(       ) 2
 GV5352
 GV5352.Superseded values are not recommended for survey control.
 GV5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5352.See file dsdata.txt to determine how the superseded data were derived.
 GV5352
 GV5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1121831332(NAD 83)
 GV5352_MARKER: DS = TRIANGULATION STATION DISK
 GV5352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5352
 GV5352  HISTORY     - Date     Condition        Report By
 GV5352  HISTORY     - 1942     MONUMENTED       CGS
 GV5352  HISTORY     - 1942     GOOD             CGS
 GV5352  HISTORY     - 1948     GOOD             CGS
 GV5352  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5352  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5352
 GV5352                          STATION DESCRIPTION
 GV5352
 GV5352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5352'ON THE SOUTHWESTERN TIP OF BUCKLERS POINT, ON THE N SIDE OF THE
 GV5352'JAMES RIVER, ABOUT 7 MILES E OF HOPEWELL.  ABOUT 50 METERS E OF
 GV5352'SMALL DUCK BLIND, WHICH IS LOCATED AT THE EASTERN SIDE OF THE
 GV5352'MOUTH OF HERRING CREEK.  32 DEG MAGNETIC AND 30.5 FEET FROM
 GV5352'A 36-INCH CYPRESS TREE, WHICH IS ON THE EXTREME END OF THE POINT.
 GV5352'18.5 FEET N OF THE HIGH-WATER LINE ON THE RIVER SIDE, AND 10
 GV5352'FEET E OF THE HIGH-WATER LINE ON CREEK SIDE.
 GV5352'
 GV5352'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN 12- BY
 GV5352'12-INCH SQUARE CONCRETE POSTS 36 INCHES LONG AND PROJECTING
 GV5352'FROM 4 TO 6 INCHES ABOVE GROUND.
 GV5352'
 GV5352'NO UNDERGROUND OR AZIMUTH MARKS WERE ESTABLISHED.
 GV5352'
 GV5352'REFERENCE MARK NO. 1 IS 86 FEET E OF HIGH-WATER LINE ON CREEK
 GV5352'SIDE, AND BEARS 50 DEG MAGNETIC FROM STATION.
 GV5352'
 GV5352'REFERENCE MARK NO. 2 IS 15 FEET E OF HIGH-WATER LINE ON CREEK
 GV5352'SIDE, AND BEARS 350 DEG MAGNETIC FROM STATION.
 GV5352'
 GV5352'STATION IS REACHED BY BOAT FROM THE WHARF AT WESTOVER BY
 GV5352'FOLLOWING THE N BANK OF THE RIVER FOR ABOUT 1 MILE TO THE
 GV5352'EASTWARD.
 GV5352
 GV5352                          STATION RECOVERY (1942)
 GV5352
 GV5352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5352'1942 DESCRIPTION ADEQUATE.
 GV5352
 GV5352                          STATION RECOVERY (1948)
 GV5352
 GV5352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HEF)
 GV5352'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS FOUND
 GV5352'IN GOOD CONDITION AND APPARENTLY UNDISTURBED.  DESCRIPTION IS
 GV5352'ADEQUATE EXCEPT THAT THE SMALL DUCK BLIND ABOUT 50 METERS W OF
 GV5352'THE STATION HAS FALLEN DOWN AND ANOTHER DUCK BLIND, USED
 GV5352'AS A HYDROGRAPHIC SIGNAL, IS 20.25 METERS FROM THE STATION
 GV5352'IN RANGE WITH THE LARGE CYPRESS TREE.
 GV5352
 GV5352                          STATION RECOVERY (2000)
 GV5352
 GV5352'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5352'MARK NOT FOUND.
 GV5352
 GV5352                          STATION RECOVERY (2001)
 GV5352
 GV5352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3202 ***********************************************************************
 GY3202  DESIGNATION -  BUCK KNOB LOOKOUT TOWER
 GY3202  PID         -  GY3202
 GY3202  STATE/COUNTY-  VA/WISE
 GY3202  USGS QUAD   -  FLAT GAP (1978)
 GY3202
 GY3202                         *CURRENT SURVEY CONTROL
 GY3202  ___________________________________________________________________
 GY3202* NAD 83(1993)-  37 03 14.91245(N)    082 38 31.52987(W)     ADJUSTED  
 GY3202* NAVD 88     -                                                        
 GY3202  ___________________________________________________________________
 GY3202  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GY3202  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GY3202
 GY3202  HORZ ORDER  -  THIRD
 GY3202
 GY3202.The horizontal coordinates were established by classical geodetic methods
 GY3202.and adjusted by the National Geodetic Survey in December 1995..
 GY3202
 GY3202
 GY3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3202
 GY3202.The geoid height was determined by GEOID03.
 GY3202
 GY3202;                    North         East     Units Scale Factor Converg.
 GY3202;SPC VA S     - 1,088,072.357 3,131,699.917   MT  0.99996027   -2 30 50.2
 GY3202;SPC VA S     - 3,569,784.06 10,274,585.48   sFT  0.99996027   -2 30 50.2
 GY3202;UTM  17      - 4,102,139.537   353,991.279   MT  0.99986262   -0 59 22.7
 GY3202
 GY3202                          SUPERSEDED SURVEY CONTROL
 GY3202
 GY3202  NAD 83(1993)-  37 03 14.91263(N)    082 38 31.53005(W) AD(       ) 4
 GY3202  NAD 83(1986)-  37 03 14.92109(N)    082 38 31.53810(W) AD(       ) 4
 GY3202  NAD 27      -  37 03 14.55903(N)    082 38 31.95740(W) AD(       ) 3
 GY3202
 GY3202.Superseded values are not recommended for survey control.
 GY3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3202.See file dsdata.txt to determine how the superseded data were derived.
 GY3202
 GY3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB5399102140(NAD 83)
 GY3202_MARKER: 57 = LOOKOUT TOWER
 GY3202
 GY3202  HISTORY     - Date     Condition        Report By
 GY3202  HISTORY     - 1963     FIRST OBSERVED   CGS
 GY3202
 GY3202                          STATION DESCRIPTION
 GY3202
 GY3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GY3202'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WISE AND
 GY3202'5-1/2 MILES SOUTHWEST OF POUND.
 GY3202'
 GY3202'TO REACH THE STATION FROM THE POST OFFICE IN WISE, GO NORTHERLY
 GY3202'ON U.S. HIGHWAY 23 FOR 1.75 MILES TO A SIDE ROAD LEFT, TURN
 GY3202'LEFT ON COUNTY ROAD 625 AND GO 2.4 MILES TO A T-ROAD, TURN
 GY3202'RIGHT ON COUNTY ROAD 620 AND GO 2.0 MILES TO A FORK, KEEP
 GY3202'RIGHT STAYING ON COUNTY ROAD 620 FOR 2.75 MILES TO A SIDE
 GY3202'ROAD RIGHT AT W.N. BROCKS MAIL BOX, JUST AFTER CROSSING
 GY3202'A SMALL BRIDGE, TURN RIGHT AND GO 0.4 MILE TO A FORK, KEEP
 GY3202'LEFT FORK AND GO 0.55 MILE TO A PIPE GATE, PASS THROUGH
 GY3202'AND GO 2.45 MILES TO THE END OF ROAD AND THE STATION ON
 GY3202'THE RIGHT ABOUT 100 YARDS UP HILL.
 GY3202'
 GY3202'THE POINT OF INTERSECTION WAS THE APEX OF THE ROOF OF THE
 GY3202'GLASS ENCLOSED CABIN THAT IS MOUNTED ON FOUR STEEL LEGS.
 GY3202'THE OVERALL HEIGHT IS ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4299 ***********************************************************************
 GV4299  DESIGNATION -  BUCK VFC 1930
 GV4299  PID         -  GV4299
 GV4299  STATE/COUNTY-  VA/GLOUCESTER
 GV4299  USGS QUAD   -  ACHILLES (1983)
 GV4299
 GV4299                         *CURRENT SURVEY CONTROL
 GV4299  ___________________________________________________________________
 GV4299* NAD 83(1993)-  37 17 40.29474(N)    076 27 16.90597(W)     ADJUSTED  
 GV4299* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4299  ___________________________________________________________________
 GV4299  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 GV4299  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV4299
 GV4299  HORZ ORDER  -  THIRD
 GV4299
 GV4299.The horizontal coordinates were established by classical geodetic methods
 GV4299.and adjusted by the National Geodetic Survey in September 1995..
 GV4299
 GV4299.The orthometric height was scaled from a topographic map.
 GV4299
 GV4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4299
 GV4299.The geoid height was determined by GEOID03.
 GV4299
 GV4299;                    North         East     Units Scale Factor Converg.
 GV4299;SPC VA S     - 1,108,632.304 3,681,327.373   MT  0.99994621   +1 14 28.8
 GV4299;SPC VA S     - 3,637,237.82 12,077,821.56   sFT  0.99994621   +1 14 28.8
 GV4299;UTM  18      - 4,128,537.820   371,064.085   MT  0.99980478   -0 52 53.5
 GV4299
 GV4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4299!SPC VA S     -   1.00000567  x   0.99994621  =   0.99995188
 GV4299!UTM  18      -   1.00000567  x   0.99980478  =   0.99981045
 GV4299
 GV4299:                Primary Azimuth Mark                     Grid Az
 GV4299:SPC VA S     -  THORN VFC 1930                           165 46 59.8
 GV4299:UTM  18      -  THORN VFC 1930                           167 54 22.1
 GV4299
 GV4299|---------------------------------------------------------------------|
 GV4299| PID    Reference Object                     Distance      Geod. Az  |
 GV4299|                                                           dddmmss.s |
 GV4299| GV4349 THORN VFC 1930                      409.384 METERS 1670128.6 |
 GV4299| GV4293 BROAD VFC 1930                      APPROX. 0.6 KM 3334538.5 |
 GV4299|---------------------------------------------------------------------|
 GV4299
 GV4299                          SUPERSEDED SURVEY CONTROL
 GV4299
 GV4299  NAD 83(1993)-  37 17 40.29531(N)    076 27 16.91327(W) AD(       ) 3
 GV4299  NAD 83(1986)-  37 17 40.30579(N)    076 27 16.93977(W) AD(       ) 3
 GV4299  NAD 27      -  37 17 39.81700(N)    076 27 18.09700(W) AD(       ) 3
 GV4299
 GV4299.Superseded values are not recommended for survey control.
 GV4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4299.See file dsdata.txt to determine how the superseded data were derived.
 GV4299
 GV4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7106428538(NAD 83)
 GV4299_MARKER: Z = SEE DESCRIPTION
 GV4299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4299+STABILITY: SURFACE MOTION
 GV4299
 GV4299  HISTORY     - Date     Condition        Report By
 GV4299  HISTORY     - 1930     MONUMENTED       VACF
 GV4299  HISTORY     - 1944     GOOD             CGS
 GV4299  HISTORY     - 1952     GOOD             CGS
 GV4299  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4299
 GV4299                          STATION DESCRIPTION
 GV4299
 GV4299'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4299'STATION IS LOCATED ON END OF MARSHY POINT OF BUCKS NECK,
 GV4299'SEVERN RIVER, ABOUT 3 YARDS FROM EDGE OF MARSH EACH WAY.
 GV4299'
 GV4299'STATION IS MARKED BY A 1/2-INCH GALVANIZED-IRON ROD EXTENDING
 GV4299'6 INCHES OUT OF CONCRETE BLOCK SET APPROXIMATELY FLUSH WITH
 GV4299'SURFACE OF MARSH.
 GV4299
 GV4299                          STATION RECOVERY (1944)
 GV4299
 GV4299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4299'STATION RECOVERED IN FAIR CONDITION, 3 METERS FROM HIGH-WATER
 GV4299'LINE EACH WAY.  MARK IS UNDERGROUND AND WAS RECOVERED BY
 GV4299'PUNCHING IN GROUND WITH A SHARP OBJECT.  THE ORIGINAL DESCRIPTION
 GV4299'IS CORRECT AND ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4299
 GV4299                          STATION RECOVERY (1952)
 GV4299
 GV4299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4299'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1930
 GV4299'DESCRIPTION USED WITH THE 1944 RECOVERY NOTE IS CONSIDERED
 GV4299'ADEQUATE FOR FUTURE RECOVERY.
 GV4299
 GV4299                          STATION RECOVERY (2002)
 GV4299
 GV4299'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1237 ***********************************************************************
 FX1237  DESIGNATION -  BUCK=A 11
 FX1237  PID         -  FX1237
 FX1237  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1237  USGS QUAD   -  COURTLAND (1986)
 FX1237
 FX1237                         *CURRENT SURVEY CONTROL
 FX1237  ___________________________________________________________________
 FX1237* NAD 83(1993)-  36 38 28.13490(N)    077 03 24.55074(W)     ADJUSTED  
 FX1237* NAVD 88     -        16.939  (meters)      55.57   (feet)  POSTED    
 FX1237  ___________________________________________________________________
 FX1237  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 FX1237  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 FX1237  DYNAMIC HT  -          16.930 (meters)      55.54  (feet)  COMP
 FX1237  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 FX1237
 FX1237  HORZ ORDER  -  SECOND
 FX1237  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX1237
 FX1237.The horizontal coordinates were established by classical geodetic methods
 FX1237.and adjusted by the National Geodetic Survey in September 1995..
 FX1237
 FX1237.The orthometric height was determined by differential leveling
 FX1237.and adjusted by the National Geodetic Survey in 1992..
 FX1237.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX1237.rate greater than 8.0 mm/km.
 FX1237
 FX1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1237
 FX1237.The geoid height was determined by GEOID03.
 FX1237
 FX1237.The dynamic height is computed by dividing the NAVD 88
 FX1237.geopotential number by the normal gravity value computed on the
 FX1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1237.degrees latitude (g = 980.6199 gals.).
 FX1237
 FX1237.The modeled gravity was interpolated from observed gravity values.
 FX1237
 FX1237;                    North         East     Units Scale Factor Converg.
 FX1237;SPC VA S     - 1,035,146.342 3,629,059.270   MT  1.00002515   +0 52 33.2
 FX1237;SPC VA S     - 3,396,142.62 11,906,338.62   sFT  1.00002515   +0 52 33.2
 FX1237;UTM  18      - 4,057,035.197   316,124.389   MT  1.00001656   -1 13 40.3
 FX1237
 FX1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1237!SPC VA S     -   1.00000284  x   1.00002515  =   1.00002799
 FX1237!UTM  18      -   1.00000284  x   1.00001656  =   1.00001940
 FX1237
 FX1237:                Primary Azimuth Mark                     Grid Az
 FX1237:SPC VA S     -  MACK=Y 10                                085 37 09.5
 FX1237:UTM  18      -  MACK=Y 10                                087 43 23.0
 FX1237
 FX1237|---------------------------------------------------------------------|
 FX1237| PID    Reference Object                     Distance      Geod. Az  |
 FX1237|                                                           dddmmss.s |
 FX1237| FX1240 MACK=Y 10                           APPROX. 3.1 KM 0862942.7 |
 FX1237| DC8113 BUCK RM=Z 10                         26.345 METERS 24621     |
 FX1237|---------------------------------------------------------------------|
 FX1237
 FX1237                          SUPERSEDED SURVEY CONTROL
 FX1237
 FX1237  NAD 83(1986)-  36 38 28.14130(N)    077 03 24.56895(W) AD(       ) 2
 FX1237  NAD 27      -  36 38 27.60500(N)    077 03 25.70300(W) AD(       ) 2
 FX1237  NGVD 29 (??/??/92)   17.325  (m)           56.84   (f) ADJ UNCH    1 2
 FX1237
 FX1237.Superseded values are not recommended for survey control.
 FX1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1237.See file dsdata.txt to determine how the superseded data were derived.
 FX1237
 FX1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1612457035(NAD 83)
 FX1237_MARKER: DS = TRIANGULATION STATION DISK
 FX1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1237_STAMPING: ELEV 56.831 FT A 11 BUCK 1918
 FX1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1237+STABILITY: SURFACE MOTION
 FX1237
 FX1237  HISTORY     - Date     Condition        Report By
 FX1237  HISTORY     - 1918     MONUMENTED       CGS
 FX1237  HISTORY     - 1934     GOOD             CGS
 FX1237  HISTORY     - 1953     GOOD             NGS
 FX1237  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1237
 FX1237                          STATION DESCRIPTION
 FX1237
 FX1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1237'STATION IS ABOUT 1-1/2 MILES W OF THE SEABOARD AIR LINE RAILWAY
 FX1237'STATION AT HAND, 4-3/4 TELEGRAPH POLES W OF MILEPOST 45, 13.2
 FX1237'METERS (43 FEET) N OF THE N RAIL, 2 YARDS N OF A ROAD RUNNING
 FX1237'PARALLEL TO THE TRACK, AND ABOUT 1/4 MILE W OF A HOUSE NEAR
 FX1237'THE CROSS ROAD.  THE UNDERGROUND MARK IS A NAIL IN CONCRETE, AS
 FX1237'DESCRIBED.
 FX1237'
 FX1237'THE SURFACE AND REFERENCE MARKS, ARE BRONZE TABLETS SET IN
 FX1237'CONCRETE.  THE REFERENCE MARK
 FX1237'IS 26.345 METERS (86.43 FEET) FROM THE STATION S 66 DEG 21 MIN W.
 FX1237
 FX1237                          STATION RECOVERY (1934)
 FX1237
 FX1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1237'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FX1237
 FX1237                          STATION RECOVERY (1953)
 FX1237
 FX1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1237'4 MI NE FROM NEWSOMS.
 FX1237'3.95 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1237'THE STATION AT NEWSOMS, ABOUT 0.25 MILE SOUTHWEST OF CROSSING
 FX1237'OF COUNTY ROAD 680, ABOUT 0.15 MILE WEST OF MILE POST 45, 43 1/2
 FX1237'FEET NORTH OF NORTH RAIL, 29 FEET SOUTH OF CENTER LINE OF A
 FX1237'GRADED ROAD PARALLEL TO TRACK, 10 FEET SOUTH OF TELEPHONE
 FX1237'POLE NO. 1258, 86 1/2 FEET EAST OF BM Z 10= R.M. BUCK, ABOUT
 FX1237'1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FX1237'POST ABOUT FLUSH WITH GROUND.
 FX1237
 FX1237                          STATION RECOVERY (1978)
 FX1237
 FX1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1237'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9015 ***********************************************************************
 HV9015  DESIGNATION -  BUCKHALL
 HV9015  PID         -  HV9015
 HV9015  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9015  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV9015
 HV9015                         *CURRENT SURVEY CONTROL
 HV9015  ___________________________________________________________________
 HV9015* NAD 83(1993)-  38 43 53.80819(N)    077 25 06.09970(W)     ADJUSTED  
 HV9015* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 HV9015  ___________________________________________________________________
 HV9015  X           -   1,085,245.728 (meters)                     COMP
 HV9015  Y           -  -4,862,429.131 (meters)                     COMP
 HV9015  Z           -   3,969,152.389 (meters)                     COMP
 HV9015  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HV9015  ELLIP HEIGHT-          53.99  (meters)          (05/17/02) GPS OBS
 HV9015  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV9015
 HV9015  HORZ ORDER  -  SECOND
 HV9015  ELLP ORDER  -  FOURTH    CLASS II
 HV9015
 HV9015.The horizontal coordinates were established by GPS observations
 HV9015.and adjusted by the National Geodetic Survey in November 1994..
 HV9015
 HV9015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9015
 HV9015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9015
 HV9015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9015
 HV9015.The ellipsoidal height was determined by GPS observations
 HV9015.and is referenced to NAD 83.
 HV9015
 HV9015.The geoid height was determined by GEOID03.
 HV9015
 HV9015;                    North         East     Units Scale Factor Converg.
 HV9015;SPC VA N     - 2,118,762.106 3,594,044.595   MT  0.99995036   +0 40 30.3
 HV9015;SPC VA N     - 6,951,305.34 11,791,461.31   sFT  0.99995036   +0 40 30.3
 HV9015;UTM  18      - 4,289,770.754   289,787.379   MT  1.00014419   -1 30 49.2
 HV9015
 HV9015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9015!SPC VA N     -   0.99999153  x   0.99995036  =   0.99994189
 HV9015!UTM  18      -   0.99999153  x   1.00014419  =   1.00013572
 HV9015
 HV9015                          SUPERSEDED SURVEY CONTROL
 HV9015
 HV9015  ELLIP H (11/14/94)   53.90   (m)                       GP(       ) 4 2
 HV9015  NAD 83(1993)-  38 43 53.80783(N)    077 25 06.11105(W) AD(       ) 2
 HV9015  ELLIP H (01/27/92)   53.35   (m)                       GP(       ) 4 1
 HV9015  NAD 83(1986)-  38 43 53.80769(N)    077 25 06.11233(W) AD(       ) 2
 HV9015  NGVD 29 (01/20/89)   86.2    (m)          283.     (f) GPS OBS        
 HV9015
 HV9015.Superseded values are not recommended for survey control.
 HV9015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9015.See file dsdata.txt to determine how the superseded data were derived.
 HV9015
 HV9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8978789771(NAD 83)
 HV9015_MARKER: A = ALUMINUM MARKER
 HV9015_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9015_SP_SET: BURIED IN GROUND
 HV9015_STAMPING: 39 BUCKHALL 1986
 HV9015_MARK LOGO: LOCENG
 HV9015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9015+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV9015
 HV9015  HISTORY     - Date     Condition        Report By
 HV9015  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9015  HISTORY     - 1986     GOOD             GEOHYD
 HV9015  HISTORY     - 19870116 GOOD             GEOHYD
 HV9015  HISTORY     - 19911010 GOOD             MSI
 HV9015
 HV9015                          STATION DESCRIPTION
 HV9015
 HV9015'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9015'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9015'ABOUT 2 MILES EAST OF MANASSAS VIRGINIA.
 HV9015'
 HV9015'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 663, DAVIS
 HV9015'FORD ROAD AND ELLIS ROAD, ROUTE 665, GO SOUTHEAST ON ROUTE 663 FOR 0.6
 HV9015'MILE TO THE ENTRANCE TO THE BUCKHALL VOLUNTEER FIRE DEPARTMENT. THE
 HV9015'STATION IS IN THE GRASS ON FIRE DEPARTMENT PROPERTY, ON THE LEFT.
 HV9015'
 HV9015'THE STATION IS AN ALUMINUM DISK SET FLUSH WITH THE GROUND AND IS
 HV9015'STAMPED---39 BUCKHALL 1986---. THE STATION IS 30 FEET SOUTH OF A
 HV9015'METAL LIGHT POLE, 5 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 5 FEET
 HV9015'NORTHEAST OF A SMALL PINE TREE, 90.26 FEET SOUTHWEST OF A WELL TOP,
 HV9015'AND 91.16 FEET SOUTH OF THE CENTER OF A MANHOLE.
 HV9015'
 HV9015'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9015'GROUND AND IS STAMPED---39 BUCKHALL AZIMUTH 1986---.
 HV9015'
 HV9015'THE AZIMUTH MARK IS 0.1 MILE SOUTHEAST OF STATION ON THE SOUTH SIDE
 HV9015'OF DAVIS FORD ROAD IN FRONT OF HOUSE 7017 DAVIS FORD ROAD. THE MARK
 HV9015'IS 22.12 FEET NORTHWEST OF POWER POLE 7-13-512, 93.02 FEET NORTHEST
 HV9015'OFTHE LEFT FRONT CORNER OF A TWO STORY BRICK HOUSE, 15.36 FEET
 HV9015'SOUTH WEST OF THE EDGE OF PAVEMENT OF THE SOUTH BOUND LANE OF
 HV9015'DAVIS FORD ROAD.
 HV9015
 HV9015                          STATION RECOVERY (1986)
 HV9015
 HV9015'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 HV9015'RECOVERED IN GOOD CONDITION.
 HV9015
 HV9015                          STATION RECOVERY (1987)
 HV9015
 HV9015'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9015'RECOVERED IN GOOD CONDITION.
 HV9015
 HV9015                          STATION RECOVERY (1991)
 HV9015
 HV9015'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV9015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9016 ***********************************************************************
 HV9016  DESIGNATION -  BUCKLAND
 HV9016  PID         -  HV9016
 HV9016  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9016  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV9016
 HV9016                         *CURRENT SURVEY CONTROL
 HV9016  ___________________________________________________________________
 HV9016* NAD 83(1993)-  38 46 57.29574(N)    077 39 54.54946(W)     ADJUSTED  
 HV9016* NAVD 88     -       106.88   (+/-2cm)     350.7    (feet)  VERTCON   
 HV9016  ___________________________________________________________________
 HV9016  X           -   1,063,538.450 (meters)                     COMP
 HV9016  Y           -  -4,863,614.056 (meters)                     COMP
 HV9016  Z           -   3,973,577.700 (meters)                     COMP
 HV9016  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 HV9016  ELLIP HEIGHT-          74.84  (meters)          (06/04/02) GPS OBS
 HV9016  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV9016
 HV9016  HORZ ORDER  -  SECOND
 HV9016  VERT ORDER  -  THIRD ? (See Below)
 HV9016  ELLP ORDER  -  FOURTH    CLASS II
 HV9016
 HV9016.The horizontal coordinates were established by GPS observations
 HV9016.and adjusted by the National Geodetic Survey in November 1994..
 HV9016
 HV9016.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9016.The vertical order pertains to the NGVD 29 superseded value.
 HV9016
 HV9016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9016
 HV9016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9016
 HV9016.The ellipsoidal height was determined by GPS observations
 HV9016.and is referenced to NAD 83.
 HV9016
 HV9016.The geoid height was determined by GEOID03.
 HV9016
 HV9016;                    North         East     Units Scale Factor Converg.
 HV9016;SPC VA N     - 2,124,195.706 3,572,536.186   MT  0.99995252   +0 31 15.8
 HV9016;SPC VA N     - 6,969,132.08 11,720,895.80   sFT  0.99995252   +0 31 15.8
 HV9016;UTM  18      - 4,296,023.822   268,496.990   MT  1.00026001   -1 40 12.4
 HV9016
 HV9016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9016!SPC VA N     -   0.99998826  x   0.99995252  =   0.99994078
 HV9016!UTM  18      -   0.99998826  x   1.00026001  =   1.00024826
 HV9016
 HV9016                          SUPERSEDED SURVEY CONTROL
 HV9016
 HV9016  ELLIP H (11/14/94)   74.80   (m)                       GP(       ) 4 2
 HV9016  NAD 83(1993)-  38 46 57.29592(N)    077 39 54.56066(W) AD(       ) 2
 HV9016  ELLIP H (01/27/92)   74.25   (m)                       GP(       ) 4 1
 HV9016  NAD 83(1986)-  38 46 57.29705(N)    077 39 54.56122(W) AD(       ) 2
 HV9016  NGVD 29 (01/20/89)  107.12   (m)          351.4    (f) LEVELING    3  
 HV9016
 HV9016.Superseded values are not recommended for survey control.
 HV9016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9016.See file dsdata.txt to determine how the superseded data were derived.
 HV9016
 HV9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6849796024(NAD 83)
 HV9016_MARKER: A = ALUMINUM MARKER
 HV9016_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9016_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9016+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9016
 HV9016  HISTORY     - Date     Condition        Report By
 HV9016  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9016
 HV9016                          STATION DESCRIPTION
 HV9016
 HV9016'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9016'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9016'
 HV9016'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 55 AND US ROUTE
 HV9016'29, PROCEED SOUTH ON ROUTE 29 FOR 3.3 MILES TO THE STATION ON THE
 HV9016'LEFT IN THE CENTER MEDIAN ABOUT 200 FEET BEFORE THE INTERSECTION
 HV9016'OF ROUTE 15.
 HV9016'
 HV9016'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9016'AND IS STAMPED---19 BUCKLAND 1986---. THE STATION IS 74.21 FEET
 HV9016'NORTHEAST OF POLE NUMBER NR-321, 13.77 FEET NORTH OF THE EDGE OF ROUTE
 HV9016'29 EASTBOUND, AND 85.18 FEET SOUTH OF A POWER POLE THAT IS EAST OF
 HV9016'ROUTE 15.
 HV9016'
 HV9016'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9016'GROUND AND IS STAMPED---19 BUCKLAND AZIMUTH 1986---.
 HV9016'
 HV9016'THE AZIMUTH MARK IS 0.3 MILE NORTH OF STATION IN THE CENTER MEDIAN OF
 HV9016'ROUTE 29, 400 FEET PAST BLUE RIDGE SEAFOOD ON 15704 LEE HIGHWAY, 14.68
 HV9016'FEET SOUTH OF THE SOUTH BOUND LANE OF ROUTE 29, 73.08 FEET SOUTHWEST
 HV9016'OF POWER POLE PTC-75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6921 ***********************************************************************
 HV6921  DESIGNATION -  BUCKNER 1932
 HV6921  PID         -  HV6921
 HV6921  STATE/COUNTY-  VA/WESTMORELAND
 HV6921  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6921
 HV6921                         *CURRENT SURVEY CONTROL
 HV6921  ___________________________________________________________________
 HV6921* NAD 83(1993)-  38 08 21.44480(N)    076 43 01.17177(W)     ADJUSTED  
 HV6921* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6921  ___________________________________________________________________
 HV6921  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 HV6921  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HV6921
 HV6921  HORZ ORDER  -  THIRD
 HV6921
 HV6921.The horizontal coordinates were established by classical geodetic methods
 HV6921.and adjusted by the National Geodetic Survey in November 1994..
 HV6921
 HV6921.The orthometric height was scaled from a topographic map.
 HV6921
 HV6921.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6921
 HV6921.The geoid height was determined by GEOID03.
 HV6921
 HV6921;                    North         East     Units Scale Factor Converg.
 HV6921;SPC VA N     - 2,053,978.028 3,656,296.805   MT  0.99998299   +1 06 46.1
 HV6921;SPC VA N     - 6,738,759.58 11,995,700.43   sFT  0.99998299   +1 06 46.1
 HV6921;SPC VA S     - 1,201,902.843 3,656,305.635   MT  1.00003607   +1 04 55.7
 HV6921;SPC VA S     - 3,943,242.91 11,995,729.40   sFT  1.00003607   +1 04 55.7
 HV6921;UTM  18      - 4,222,662.325   349,532.856   MT  0.99987884   -1 03 38.1
 HV6921
 HV6921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6921!SPC VA N     -   1.00000504  x   0.99998299  =   0.99998803
 HV6921!SPC VA S     -   1.00000504  x   1.00003607  =   1.00004111
 HV6921!UTM  18      -   1.00000504  x   0.99987884  =   0.99988388
 HV6921
 HV6921:                Primary Azimuth Mark                     Grid Az
 HV6921:SPC VA N     -  WHITE OAK 1932                           179 16 01.4
 HV6921:SPC VA S     -  WHITE OAK 1932                           179 17 51.8
 HV6921:UTM  18      -  WHITE OAK 1932                           181 26 25.6
 HV6921
 HV6921|---------------------------------------------------------------------|
 HV6921| PID    Reference Object                     Distance      Geod. Az  |
 HV6921|                                                           dddmmss.s |
 HV6921| HV6942 WHITE OAK 1932                      APPROX. 1.3 KM 1802247.5 |
 HV6921| HV6936 STONE BASE 1932                     456.062 METERS 2350050.2 |
 HV6921|---------------------------------------------------------------------|
 HV6921
 HV6921                          SUPERSEDED SURVEY CONTROL
 HV6921
 HV6921  NAD 83(1993)-  38 08 21.44314(N)    076 43 01.17650(W) AD(       ) 3
 HV6921  NAD 83(1986)-  38 08 21.44477(N)    076 43 01.18828(W) AD(       ) 3
 HV6921  NAD 27      -  38 08 20.96900(N)    076 43 02.29000(W) AD(       ) 3
 HV6921
 HV6921.Superseded values are not recommended for survey control.
 HV6921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6921.See file dsdata.txt to determine how the superseded data were derived.
 HV6921
 HV6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4953322662(NAD 83)
 HV6921_MARKER: Z = SEE DESCRIPTION
 HV6921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6921+STABILITY: SURFACE MOTION
 HV6921
 HV6921  HISTORY     - Date     Condition        Report By
 HV6921  HISTORY     - 1932     MONUMENTED       VACF
 HV6921  HISTORY     - 1942     GOOD             CGS
 HV6921  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6921  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6921  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6921
 HV6921                          STATION DESCRIPTION
 HV6921
 HV6921'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6921'STATION IS ON NARROW BEACH BETWEEN BUCKNERS CREEK AND NOMINI BAY
 HV6921'AT A POINT WHERE A GOOD VIEW OF THE FIRST REACH OF NOMINI CREEK
 HV6921'CAN BE HAD AND ABOUT 500 YARDS FROM THE STONE JETTY AND NEARER TO
 HV6921'THE CREEK SIDE OF THE BEACH AND ON A VERY NARROW SAND RIDGE.
 HV6921'
 HV6921'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6921'SURROUNDED NEAR THE SURFACE BY A BLOCK OF CONCRETE.
 HV6921
 HV6921                          STATION RECOVERY (1942)
 HV6921
 HV6921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6921'THE STATION IS LOCATED ON A NARROW BEACH BETWEEN BUCKNERS CREEK
 HV6921'AND NOMINI BAY AT A POINT ABOUT 500 YARDS FROM THE ROCK JETTY AT
 HV6921'THE END OF THE NARROW NECK OF LAND.
 HV6921'
 HV6921'THE STATION IS A ONE INCH GALVANIZED IRON PIPE SET IN A SQUARE
 HV6921'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. STATION IS IN
 HV6921'GOOD CONDITION
 HV6921
 HV6921                          STATION RECOVERY (1957)
 HV6921
 HV6921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6921'THE STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH.  THE STATION
 HV6921'IS BELIEVED TO BE INTACT AS THIS AREA HAS CHANGED VERY LITTE
 HV6921'SINCE IT WAS FOUND IN 1942 BY W.D.P..  IT IS BELIEVED TO BE
 HV6921'COVERED OVER BY SAND AND DEBRIS.
 HV6921
 HV6921                          STATION RECOVERY (1998)
 HV6921
 HV6921'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6921'MARK NOT FOUND.
 HV6921
 HV6921                          STATION RECOVERY (2003)
 HV6921
 HV6921'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0016 ***********************************************************************
 HW0016  DESIGNATION -  BUCKTON
 HW0016  PID         -  HW0016
 HW0016  STATE/COUNTY-  VA/WARREN
 HW0016  USGS QUAD   -  STRASBURG (1994)
 HW0016
 HW0016                         *CURRENT SURVEY CONTROL
 HW0016  ___________________________________________________________________
 HW0016* NAD 83(1993)-  38 57 19.25315(N)    078 15 04.34437(W)     ADJUSTED  
 HW0016* NAVD 88     -       214.387  (meters)     703.37   (feet)  ADJUSTED  
 HW0016  ___________________________________________________________________
 HW0016  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HW0016  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0016  DYNAMIC HT  -         214.248 (meters)     702.91  (feet)  COMP
 HW0016  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 HW0016
 HW0016  HORZ ORDER  -  SECOND
 HW0016  VERT ORDER  -  FIRST     CLASS II
 HW0016
 HW0016.The horizontal coordinates were established by classical geodetic methods
 HW0016.and adjusted by the National Geodetic Survey in November 1994..
 HW0016
 HW0016.The orthometric height was determined by differential leveling
 HW0016.and adjusted by the National Geodetic Survey in June 1991..
 HW0016.WARNING-Repeat measurements at this control monument indicate possible
 HW0016.vertical movement.
 HW0016
 HW0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0016
 HW0016.The geoid height was determined by GEOID03.
 HW0016
 HW0016.The dynamic height is computed by dividing the NAVD 88
 HW0016.geopotential number by the normal gravity value computed on the
 HW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0016.degrees latitude (g = 980.6199 gals.).
 HW0016
 HW0016.The modeled gravity was interpolated from observed gravity values.
 HW0016
 HW0016;                    North         East     Units Scale Factor Converg.
 HW0016;SPC VA N     - 2,143,073.570 3,521,564.837   MT  0.99996573   +0 09 19.0
 HW0016;SPC VA N     - 7,031,067.20 11,553,667.30   sFT  0.99996573   +0 09 19.0
 HW0016;UTM  17      - 4,315,415.342   738,191.692   MT  1.00029867   +1 43 44.5
 HW0016
 HW0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0016!SPC VA N     -   0.99997161  x   0.99996573  =   0.99993734
 HW0016!UTM  17      -   0.99997161  x   1.00029867  =   1.00027027
 HW0016
 HW0016:                Primary Azimuth Mark                     Grid Az
 HW0016:SPC VA N     -  RNG FRONT ROYAL RADIO FRR                018 55 47.6
 HW0016:UTM  17      -  RNG FRONT ROYAL RADIO FRR                017 21 22.1
 HW0016
 HW0016|---------------------------------------------------------------------|
 HW0016| PID    Reference Object                     Distance      Geod. Az  |
 HW0016|                                                           dddmmss.s |
 HW0016| HW3263 RNG FRONT ROYAL RADIO FRR           APPROX. 4.7 KM 0190506.6 |
 HW0016| HW3262 RIVERTON LIME AND STONE CO STK      APPROX. 5.2 KM 0943513.5 |
 HW0016| HW3259 FRONT ROYAL AMER VISCOSE TANK       APPROX. 5.0 KM 1323551.0 |
 HW0016| HW0015 BUCKTON RM 2                         30.251 METERS 25558     |
 HW0016| HW0014 BUCKTON AZ MK                                      2695115.2 |
 HW0016| JW1442 MIDDLETOWN MUNICIPAL TANK           APPROX. 8.4 KM 3434200.4 |
 HW0016| HW0017 BUCKTON RM 1                         26.329 METERS 34631     |
 HW0016|---------------------------------------------------------------------|
 HW0016
 HW0016                          SUPERSEDED SURVEY CONTROL
 HW0016
 HW0016  NAD 83(1986)-  38 57 19.25437(N)    078 15 04.35397(W) AD(       ) 2
 HW0016  NAD 27      -  38 57 18.86140(N)    078 15 05.34950(W) AD(       ) 2
 HW0016  NGVD 29 (??/??/92)  214.605  (m)          704.08   (f) ADJ UNCH    1 2
 HW0016
 HW0016.Superseded values are not recommended for survey control.
 HW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0016.See file dsdata.txt to determine how the superseded data were derived.
 HW0016
 HW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD3819215415(NAD 83)
 HW0016_MARKER: DS = TRIANGULATION STATION DISK
 HW0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0016_STAMPING: BUCKTON 1957
 HW0016_MARK LOGO: CGS   
 HW0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0016+STABILITY: SURFACE MOTION
 HW0016
 HW0016  HISTORY     - Date     Condition        Report By
 HW0016  HISTORY     - 1957     MONUMENTED       CGS
 HW0016  HISTORY     - 1958     GOOD             NGS
 HW0016  HISTORY     - 1967     GOOD             CGS
 HW0016  HISTORY     - 1983     GOOD             NGS
 HW0016  HISTORY     - 1993     GOOD             USGS
 HW0016  HISTORY     - 20041128 GOOD             GEOCAC
 HW0016
 HW0016                          STATION DESCRIPTION
 HW0016
 HW0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW0016'STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF STRASBURG,
 HW0016'4 MILES NORTHWEST OF FRONT ROYAL, 0.2 MILE WEST OF BUCKTON
 HW0016'AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 HW0016'
 HW0016'STATION, STAMPED BUCKTON 1957, PROJECTS ABOUT 5 INCHES, IS
 HW0016'51 FEET WEST OF A TELEPHONE POLE, 48 FEET SOUTH OF THE CENTERLINE
 HW0016'OF STATE HIGHWAY 55, 15 FEET SOUTHWEST OF A TRIANGULAR
 HW0016'BLAZED TREE AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 HW0016'
 HW0016'R.M. 1, STAMPED BUCKTON NO 1 1957, PROJECTS ABOUT 2 INCHES,
 HW0016'IS 58 FEET WEST OF TELEPHONE POLE 90, 38 FEET NORTH OF THE
 HW0016'CENTERLINE OF STATE HIGHWAY 55 AND ABOUT 6 FEET LOWER THAN THE
 HW0016'STATION.
 HW0016'
 HW0016'R.M. 2, STAMPED BUCKTON NO 2 1957, PROJECTS ABOUT 3 INCHES,
 HW0016'IS 150 FEET WEST OF A TELEPHONE POLE, 59 FEET SOUTH OF THE
 HW0016'CENTERLINE OF STATE HIGHWAY 55 AND ABOUT 2 FEET LOWER THAN THE
 HW0016'STATION.
 HW0016'
 HW0016'AZIMUTH MARK, STAMPED BUCKTON 1957 PROJECTS ABOUT 3 INCHES,
 HW0016'IS 96 FEET WEST OF THE CENTERLINE OF DRIVEWAY TO HOUSE, 29
 HW0016'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, 3 FEET NORTH
 HW0016'OF A FENCE AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 HW0016'
 HW0016'TO REACH THE STATION FROM THE COURTHOUSE IN FRONT ROYAL, GO
 HW0016'NORTHERLY ON U.S. HIGHWAY 522 AND STATE HIGHWAY 55 FOR 2.1
 HW0016'MILES TO WHERE THE TWO HIGHWAY JUNCTION.  TURN LEFT ON STATE
 HW0016'HIGHWAY 55 AND GO WESTERLY FOR 2.8 MILES TO THE BUCKTON
 HW0016'SCHOOLHOUSE ON LEFT.  CONTINUE WEST ON STATE HIGHWAY 55 FOR
 HW0016'0.2 MILE TO THE STATION ON LEFT.
 HW0016'
 HW0016'TO REACH THE AZIMUTH MARK FOR THE STATION, GO WEST ON STATE
 HW0016'HIGHWAY 55 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 HW0016'
 HW0016'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HW0016
 HW0016                          STATION RECOVERY (1958)
 HW0016
 HW0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HW0016'5.8 MI NW FROM FRONT ROYAL.
 HW0016'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0016'AT FRONT ROYAL, THENCE 3.4 MILES WEST ALONG STATE HIGHWAY 55, AT
 HW0016'THE TOP OF A HILL, 49 FEET SOUTH OF THE CENTER LINE OF THE
 HW0016'HIGHWAY, 99 FEET EAST OF RM NO. 2, 87 FEET SOUTH AND ACROSS THE
 HW0016'HIGHWAY FROM RM NO. 1, 45 FEET WEST OF A 24-INCH CHERRY TREE, 19
 HW0016'FEET NORTHEAST OF A 10-INCH CEDAR TREE, 15 FEET SOUTHWEST OF A
 HW0016'12-INCH LOCUST TREE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 HW0016'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HW0016
 HW0016                          STATION RECOVERY (1967)
 HW0016
 HW0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HW0016'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HW0016'TO BE IN GOOD CONDITION.
 HW0016'
 HW0016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE
 HW0016'WEST OF BUCKTON
 HW0016
 HW0016                          STATION RECOVERY (1983)
 HW0016
 HW0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0016'RECOVERED IN GOOD CONDITION.
 HW0016'THE MARK IS 1.35 METERS  N FROM A WITNESS POST.
 HW0016
 HW0016                          STATION RECOVERY (1993)
 HW0016
 HW0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 HW0016'STATION 50 FT S/CENTERLINE HIGHWAY, 3.1 MILE W/RT 340, RM 2 99.25
 HW0016'WEST, 59 FT S/CENTERLINE RT 55, RM 1 N/S RT 55 OPPOSITE STATION AT
 HW0016'86.38 FT, AZ MK 29 FT S/CENTERLINE RT 55, 300 FT W/CENTERLINE TOTTEN
 HW0016'LANE, 96 FT W/DRIVEWAY, 2 FT N/FENCE.
 HW0016
 HW0016                          STATION RECOVERY (2004)
 HW0016
 HW0016'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW0016'FOUND AS DESCRIBED ABOUT 1.5 FEET NORTH OF A METAL WITNESS POST, WHICH
 HW0016'CAN READILY BE SEEN FROM THE ROAD. THE STATION PROJECTS ABOUT 2 INCHES
 HW0016'ON AVERAGE FROM IRREGULAR TERRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0014 ***********************************************************************
 HW0014  DESIGNATION -  BUCKTON AZ MK
 HW0014  PID         -  HW0014
 HW0014  STATE/COUNTY-  VA/WARREN
 HW0014  USGS QUAD   -  STRASBURG (1994)
 HW0014
 HW0014                         *CURRENT SURVEY CONTROL
 HW0014  ___________________________________________________________________
 HW0014* NAD 83(1986)-  38 57 19.     (N)    078 15 18.     (W)     SCALED    
 HW0014* NAVD 88     -       208.645  (meters)     684.53   (feet)  ADJUSTED  
 HW0014  ___________________________________________________________________
 HW0014  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0014  DYNAMIC HT  -         208.510 (meters)     684.09  (feet)  COMP
 HW0014  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 HW0014
 HW0014  VERT ORDER  -  FIRST     CLASS II
 HW0014
 HW0014.The horizontal coordinates were scaled from a topographic map and have
 HW0014.an estimated accuracy of +/- 6 seconds.
 HW0014
 HW0014.The orthometric height was determined by differential leveling
 HW0014.and adjusted by the National Geodetic Survey in June 1991..
 HW0014.WARNING-Repeat measurements at this control monument indicate possible
 HW0014.vertical movement.
 HW0014
 HW0014.The geoid height was determined by GEOID03.
 HW0014
 HW0014.The dynamic height is computed by dividing the NAVD 88
 HW0014.geopotential number by the normal gravity value computed on the
 HW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0014.degrees latitude (g = 980.6199 gals.).
 HW0014
 HW0014.The modeled gravity was interpolated from observed gravity values.
 HW0014
 HW0014;                    North         East    Units  Estimated Accuracy
 HW0014;SPC VA N     - 2,143,070.    3,521,240.      MT  (+/- 180 meters Scaled)
 HW0014
 HW0014                          SUPERSEDED SURVEY CONTROL
 HW0014
 HW0014.No superseded survey control is available for this station.
 HW0014
 HW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD378153(NAD 83)
 HW0014_MARKER: DZ = AZIMUTH MARK DISK
 HW0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0014_STAMPING: BUCKTON 1957
 HW0014_MARK LOGO: CGS   
 HW0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0014+STABILITY: SURFACE MOTION
 HW0014
 HW0014  HISTORY     - Date     Condition        Report By
 HW0014  HISTORY     - 1957     MONUMENTED       CGS
 HW0014  HISTORY     - 1958     GOOD             NGS
 HW0014  HISTORY     - 1983     GOOD             NGS
 HW0014  HISTORY     - 20041128 GOOD             GEOCAC
 HW0014
 HW0014                          STATION DESCRIPTION
 HW0014
 HW0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0014'6 MI NW FROM FRONT ROYAL.
 HW0014'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0014'AT FRONT ROYAL, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 55,
 HW0014'ABOUT 105 YARDS WEST OF THE JUNCTION OF A PAVED ROAD LEADING
 HW0014'SOUTH, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 87 FEET
 HW0014'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 79
 HW0014'FEET EAST OF POWER LINE POLE NO. 12351, 16 FEET SOUTHEAST OF A
 HW0014'6-INCH FORKED LOCUST TREE, 1 1/2 FEET NORTH OF AN EAST-WEST FENCE
 HW0014'LINE, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 HW0014'OF A CONCRETE POST PROJECTING 2 INCHES.
 HW0014
 HW0014                          STATION RECOVERY (1983)
 HW0014
 HW0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0014'RECOVERED IN GOOD CONDITION, THE 1957 DESCRIPTION IS ADEQUATE WITH THE
 HW0014'FOLLOWING CORRECTIONS, THE PAVED ROAD LEADING SOUTH IS NOW STATE
 HW0014'HIGHWAY 626, POWER LINE POLE 12351 NOW HAS TWO GUY WIRES AND A
 HW0014'TRANSFORMER, DELETE--16 FEET SOUTHEAST OF A 6-INCH FORKED LOCUST TREE.
 HW0014'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 HW0014
 HW0014                          STATION RECOVERY (2004)
 HW0014
 HW0014'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW0014'FOUND AS DESCRIBED AND ABOUT 35 FEET EAST OF THE CENTERLINE OF THE
 HW0014'DRIVEWAY LEADING TO NUMBER 2908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0017 ***********************************************************************
 HW0017  DESIGNATION -  BUCKTON RM 1
 HW0017  PID         -  HW0017
 HW0017  STATE/COUNTY-  VA/WARREN
 HW0017  USGS QUAD   -  STRASBURG (1994)
 HW0017
 HW0017                         *CURRENT SURVEY CONTROL
 HW0017  ___________________________________________________________________
 HW0017* NAD 83(1986)-  38 57 19.     (N)    078 15 04.     (W)     SCALED    
 HW0017* NAVD 88     -       212.814  (meters)     698.21   (feet)  ADJUSTED  
 HW0017  ___________________________________________________________________
 HW0017  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0017  DYNAMIC HT  -         212.677 (meters)     697.76  (feet)  COMP
 HW0017  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 HW0017
 HW0017  VERT ORDER  -  SECOND    CLASS 0
 HW0017
 HW0017.The horizontal coordinates were scaled from a topographic map and have
 HW0017.an estimated accuracy of +/- 6 seconds.
 HW0017
 HW0017.The orthometric height was determined by differential leveling
 HW0017.and adjusted by the National Geodetic Survey in June 1991..
 HW0017
 HW0017.The geoid height was determined by GEOID03.
 HW0017
 HW0017.The dynamic height is computed by dividing the NAVD 88
 HW0017.geopotential number by the normal gravity value computed on the
 HW0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0017.degrees latitude (g = 980.6199 gals.).
 HW0017
 HW0017.The modeled gravity was interpolated from observed gravity values.
 HW0017
 HW0017;                    North         East    Units  Estimated Accuracy
 HW0017;SPC VA N     - 2,143,070.    3,521,570.      MT  (+/- 180 meters Scaled)
 HW0017
 HW0017                          SUPERSEDED SURVEY CONTROL
 HW0017
 HW0017  NGVD 29 (??/??/92)  213.020  (m)          698.88   (f) ADJ UNCH    2 0
 HW0017
 HW0017.Superseded values are not recommended for survey control.
 HW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0017.See file dsdata.txt to determine how the superseded data were derived.
 HW0017
 HW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD382154(NAD 83)
 HW0017_MARKER: DR = REFERENCE MARK DISK
 HW0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0017_STAMPING: BUCKTON NO 1 1957
 HW0017_MARK LOGO: CGS   
 HW0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0017+STABILITY: SURFACE MOTION
 HW0017
 HW0017  HISTORY     - Date     Condition        Report By
 HW0017  HISTORY     - 1957     MONUMENTED       CGS
 HW0017  HISTORY     - 1958     GOOD             NGS
 HW0017  HISTORY     - 1983     GOOD             NGS
 HW0017
 HW0017                          STATION DESCRIPTION
 HW0017
 HW0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0017'5.8 MI NW FROM FRONT ROYAL.
 HW0017'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0017'AT FRONT ROYAL, THENCE 3.4 MILES WEST ALONG STATE HIGHWAY 55, AT
 HW0017'THE TOP OF A HILL, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HW0017'87 FEET NORTH AND ACROSS THE HIGHWAY FROM TRIANGULATION STATION
 HW0017'BUCKTON, 111 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM BUCKTON
 HW0017'RM 2, 58 FEET WEST OF POWER LINE POLE NO. 90, 1 FOOT ABOVE THE
 HW0017'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HW0017'WITH THE GROUND.
 HW0017
 HW0017                          STATION RECOVERY (1983)
 HW0017
 HW0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0017'RECOVERED IN GOOD CONDITION, THE 1957 DESCRIPTION IS ADEQUATE WITH THE
 HW0017'FOLLOWING CORRECTIONS, POWER LINE POLE NO. 90 IS NOW L20548,
 HW0017'ADD--1.37 METERS (4.5 FT) SOUTH OF A CEDAR TREE, NOTE--NOT LEVELED TO
 HW0017'IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0015 ***********************************************************************
 HW0015  DESIGNATION -  BUCKTON RM 2
 HW0015  PID         -  HW0015
 HW0015  STATE/COUNTY-  VA/WARREN
 HW0015  USGS QUAD   -  STRASBURG (1994)
 HW0015
 HW0015                         *CURRENT SURVEY CONTROL
 HW0015  ___________________________________________________________________
 HW0015* NAD 83(1986)-  38 57 18.     (N)    078 15 04.     (W)     SCALED    
 HW0015* NAVD 88     -       213.204  (meters)     699.49   (feet)  ADJUSTED  
 HW0015  ___________________________________________________________________
 HW0015  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0015  DYNAMIC HT  -         213.067 (meters)     699.04  (feet)  COMP
 HW0015  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 HW0015
 HW0015  VERT ORDER  -  SECOND    CLASS 0
 HW0015
 HW0015.The horizontal coordinates were scaled from a topographic map and have
 HW0015.an estimated accuracy of +/- 6 seconds.
 HW0015
 HW0015.The orthometric height was determined by differential leveling
 HW0015.and adjusted by the National Geodetic Survey in June 1991..
 HW0015
 HW0015.The geoid height was determined by GEOID03.
 HW0015
 HW0015.The dynamic height is computed by dividing the NAVD 88
 HW0015.geopotential number by the normal gravity value computed on the
 HW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0015.degrees latitude (g = 980.6199 gals.).
 HW0015
 HW0015.The modeled gravity was interpolated from observed gravity values.
 HW0015
 HW0015;                    North         East    Units  Estimated Accuracy
 HW0015;SPC VA N     - 2,143,040.    3,521,570.      MT  (+/- 180 meters Scaled)
 HW0015
 HW0015                          SUPERSEDED SURVEY CONTROL
 HW0015
 HW0015  NGVD 29 (??/??/92)  213.409  (m)          700.16   (f) ADJ UNCH    2 0
 HW0015
 HW0015.Superseded values are not recommended for survey control.
 HW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0015.See file dsdata.txt to determine how the superseded data were derived.
 HW0015
 HW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD382153(NAD 83)
 HW0015_MARKER: DR = REFERENCE MARK DISK
 HW0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0015_STAMPING: BUCKTON NO 2 1957
 HW0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0015+STABILITY: SURFACE MOTION
 HW0015
 HW0015  HISTORY     - Date     Condition        Report By
 HW0015  HISTORY     - 1957     MONUMENTED       CGS
 HW0015  HISTORY     - 1958     GOOD             NGS
 HW0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0015
 HW0015                          STATION DESCRIPTION
 HW0015
 HW0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0015'5.8 MI NW FROM FRONT ROYAL.
 HW0015'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0015'AT FRONT ROYAL, THENCE 3.4 MILES WEST ALONG STATE HIGHWAY 55, ON
 HW0015'THE TOP OF A HILL, 59 FEET SOUTH OF THE CENTER LINE OF THE
 HW0015'HIGHWAY, 99 FEET WEST OF TRIANGULATION STATION BUCKTON, 111 FEET
 HW0015'SOUTHWEST AND ACROSS THE HIGHWAY FROM BUCKTON RM 2, 72 FEET NORTH
 HW0015'OF A LONE 20-INCH CEDAR TREE, 2 FEET ABOVE THE LEVEL OF THE
 HW0015'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HW0015'GROUND.
 HW0015
 HW0015                          STATION RECOVERY (1983)
 HW0015
 HW0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0015'NOT RECOVERED, AREA IS IN DENSE UNDERGROWTH AND NO EVIDENCE OF MARK
 HW0015'WAS FOUND AFTER A THOROUGH SEARCH WAS MADE BUT IT IS BELIEVED TO
 HW0015'EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2305 ***********************************************************************
 GW2305  DESIGNATION -  BUDDY
 GW2305  PID         -  GW2305
 GW2305  STATE/COUNTY-  VA/AMELIA
 GW2305  USGS QUAD   -  JETERSVILLE (1968)
 GW2305
 GW2305                         *CURRENT SURVEY CONTROL
 GW2305  ___________________________________________________________________
 GW2305* NAD 83(1993)-  37 19 18.86586(N)    078 02 07.07475(W)     ADJUSTED  
 GW2305* NAVD 88     -       114.8    (meters)     377.     (feet)  VERTCON   
 GW2305  ___________________________________________________________________
 GW2305  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GW2305  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2305
 GW2305  HORZ ORDER  -  SECOND
 GW2305
 GW2305.The horizontal coordinates were established by classical geodetic methods
 GW2305.and adjusted by the National Geodetic Survey in September 1995..
 GW2305
 GW2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2305
 GW2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2305
 GW2305.The geoid height was determined by GEOID03.
 GW2305
 GW2305;                    North         East     Units Scale Factor Converg.
 GW2305;SPC VA S     - 1,109,807.975 3,541,186.424   MT  0.99994572   +0 16 55.3
 GW2305;SPC VA S     - 3,641,095.00 11,618,042.46   sFT  0.99994572   +0 16 55.3
 GW2305;UTM  17      - 4,134,706.391   762,702.606   MT  1.00045020   +1 47 54.6
 GW2305;UTM  18      - 4,134,905.210   231,040.233   MT  1.00049119   -1 50 29.0
 GW2305
 GW2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2305!SPC VA S     -   0.99998697  x   0.99994572  =   0.99993269
 GW2305!UTM  17      -   0.99998697  x   1.00045020  =   1.00043717
 GW2305!UTM  18      -   0.99998697  x   1.00049119  =   1.00047815
 GW2305
 GW2305:                Primary Azimuth Mark                     Grid Az
 GW2305:SPC VA S     -  AMELIA LOOKOUT TOWER NO 31               075 12 15.8
 GW2305:UTM  17      -  AMELIA LOOKOUT TOWER NO 31               073 41 16.5
 GW2305:UTM  18      -  AMELIA LOOKOUT TOWER NO 31               077 19 40.1
 GW2305
 GW2305|---------------------------------------------------------------------|
 GW2305| PID    Reference Object                     Distance      Geod. Az  |
 GW2305|                                                           dddmmss.s |
 GW2305| GV5673 AMELIA LOOKOUT TOWER NO 31          APPROX. 4.7 KM 0752911.1 |
 GW2305| GV5672 AMELIA INTERSTATE AIRWAY MAST       APPROX. 4.0 KM 0815134.5 |
 GW2305| DC5193 BUDDY AZ MK                                        2290541.0 |
 GW2305| DC5194 BUDDY RM 1                           33.723 METERS 25748     |
 GW2305|---------------------------------------------------------------------|
 GW2305
 GW2305                          SUPERSEDED SURVEY CONTROL
 GW2305
 GW2305  NAD 83(1993)-  37 19 18.86598(N)    078 02 07.07693(W) AD(       ) 2
 GW2305  NAD 83(1986)-  37 19 18.87241(N)    078 02 07.09040(W) AD(       ) 2
 GW2305  NAD 27      -  37 19 18.33279(N)    078 02 08.07808(W) AD(       ) 2
 GW2305  NGVD 29 (07/19/86)  115.1    (m)          378.     (f) VERT ANG       
 GW2305
 GW2305.Superseded values are not recommended for survey control.
 GW2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2305.See file dsdata.txt to determine how the superseded data were derived.
 GW2305
 GW2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6270334706(NAD 83)
 GW2305_MARKER: DE = TRAVERSE STATION DISK
 GW2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2305
 GW2305  HISTORY     - Date     Condition        Report By
 GW2305  HISTORY     - 1965     MONUMENTED       CGS
 GW2305  HISTORY     - 19950124 MARK NOT FOUND   USPSQD
 GW2305  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GW2305  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GW2305
 GW2305                          STATION DESCRIPTION
 GW2305
 GW2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2305'THE STATION IS LOCATED ABOUT 20 MILES EAST OF FARMVILLE, 11
 GW2305'MILES NORTH-NORTHEAST OF CREWE AND 3-1/2 MILES SOUTHWEST OF
 GW2305'AMELIA.  THE STATION IS ON PASTURE LAND OWNED BY MR. H.W.
 GW2305'EMERSON.
 GW2305'
 GW2305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360
 GW2305'AND STATE HIGHWAY 38 IN AMELIA, GO SOUTHWESTERLY ON U.S.
 GW2305'HIGHWAY 360 FOR 3.4 MILES TO BUDDYS TRUCK STOP AND MOTEL
 GW2305'ON THE RIGHT AND A FARM LANE ON THE LEFT, TURN LEFT, ON
 GW2305'FARM LANE CROSSING RAILROAD TRACKS AND THEN BEAR LEFT FOLLOWING
 GW2305'FARM LANE FOR ABOUT 200 FEET TO WHERE THE MAIN ROAD BEARS
 GW2305'RIGHT LEADING TO A HOUSE AND A TRACK ROAD AND WIRE GATE
 GW2305'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD PASSING THROUGH WIRE
 GW2305'GATE AND GO ABOUT 400 FEET TO THE HIGHEST POINT OF HILL AND
 GW2305'STATION ON THE RIGHT.
 GW2305'
 GW2305'THE STATION MARK IS ABOUT 150 FEET SOUTH OF THE SOUTHERN
 GW2305'RAILROAD TRACKS, 48 FEET SOUTHWEST OF TELEPHONE POLE, 35.8
 GW2305'FEET SOUTH OF A METAL WITNESS POST AND 20 FEET SOUTH OF
 GW2305'THE APPROXIMATE CENTER OF TRACK ROAD.  IT IS A STANDARD
 GW2305'TRAVERSE DISK SET IN A SQUARE CONCRETE POST WHICH IS 7-INCHES
 GW2305'UNDERGROUND AND STAMPED BUDDY 1965.
 GW2305'
 GW2305'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE APPROXIMATE
 GW2305'CENTER OF TRACK ROAD, 7 FEET NORTHEAST OF TELEPHONE POLE AND
 GW2305'1.5 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET
 GW2305'IN A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES AND STAMPED
 GW2305'BUDDY NO 1 1965.
 GW2305'
 GW2305'THE AZIMUTH MARK IS 9 FEET WEST OF THE APPROXIMATE CENTER OF
 GW2305'FARM LANE LEADING TO MR. W.C. WHITES HOME AND 2 FEET EAST
 GW2305'OF POWER POLE NUMBER E245-2.  IT IS A STANDARD DISK SET IN
 GW2305'A SQUARE CONCRETE POST, FLUSH AND STAMPED BUDDY 1965.
 GW2305'
 GW2305'TO REACH THE AZIMUTH MARK FROM BUDDYS TRUCK STOP AND FARM
 GW2305'LANE, GO SOUTHWEST ON U.S. HIGHWAY 360 FOR 0.3 MILE TO A
 GW2305'FARM LANE ON THE LEFT AND MR. WHITES MAILBOX ON THE RIGHT,
 GW2305'TURN LEFT, ON FARM LANE AND GO ABOUT 100 FEET TO A RAILROAD,
 GW2305'PASS OVER AND GO 0.1 MILE TO THE MARK ON THE RIGHT.
 GW2305'
 GW2305'HEIGHT OF LIGHT ABOVE STATION MARK 21.5 METERS.
 GW2305
 GW2305                          STATION RECOVERY (1995)
 GW2305
 GW2305'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW2305'MARK NOT FOUND.
 GW2305
 GW2305                          STATION RECOVERY (2000)
 GW2305
 GW2305'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW2305'MARK NOT FOUND.
 GW2305
 GW2305                          STATION RECOVERY (2004)
 GW2305
 GW2305'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW2305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4219 ***********************************************************************
 GV4219  DESIGNATION -  BUDDY VFC 1920
 GV4219  PID         -  GV4219
 GV4219  STATE/COUNTY-  VA/MATHEWS
 GV4219  USGS QUAD   -  MATHEWS (1965)
 GV4219
 GV4219                         *CURRENT SURVEY CONTROL
 GV4219  ___________________________________________________________________
 GV4219* NAD 83(1993)-  37 29 07.88858(N)    076 19 22.30500(W)     ADJUSTED  
 GV4219* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4219  ___________________________________________________________________
 GV4219  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 GV4219  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 GV4219
 GV4219  HORZ ORDER  -  THIRD
 GV4219
 GV4219.The horizontal coordinates were established by classical geodetic methods
 GV4219.and adjusted by the National Geodetic Survey in September 1995..
 GV4219
 GV4219.The orthometric height was scaled from a topographic map.
 GV4219
 GV4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4219
 GV4219.The geoid height was determined by GEOID03.
 GV4219
 GV4219;                    North         East     Units Scale Factor Converg.
 GV4219;SPC VA S     - 1,130,084.842 3,692,524.334   MT  0.99994752   +1 19 16.9
 GV4219;SPC VA S     - 3,707,620.02 12,114,556.92   sFT  0.99994752   +1 19 16.9
 GV4219;UTM  18      - 4,149,557.122   383,046.796   MT  0.99976848   -0 48 18.5
 GV4219
 GV4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4219!SPC VA S     -   1.00000537  x   0.99994752  =   0.99995289
 GV4219!UTM  18      -   1.00000537  x   0.99976848  =   0.99977385
 GV4219
 GV4219:                Primary Azimuth Mark                     Grid Az
 GV4219:SPC VA S     -  BURTON                                   333 16 01.9
 GV4219:UTM  18      -  BURTON                                   335 23 37.3
 GV4219
 GV4219|---------------------------------------------------------------------|
 GV4219| PID    Reference Object                     Distance      Geod. Az  |
 GV4219|                                                           dddmmss.s |
 GV4219| GV3653 BURTON                              APPROX. 2.3 KM 3343518.8 |
 GV4219|---------------------------------------------------------------------|
 GV4219
 GV4219                          SUPERSEDED SURVEY CONTROL
 GV4219
 GV4219  NAD 83(1993)-  37 29 07.88833(N)    076 19 22.30432(W) AD(       ) 3
 GV4219  NAD 83(1986)-  37 29 07.89364(N)    076 19 22.32635(W) AD(       ) 3
 GV4219  NAD 27      -  37 29 07.41700(N)    076 19 23.53700(W) AD(       ) 3
 GV4219
 GV4219.Superseded values are not recommended for survey control.
 GV4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4219.See file dsdata.txt to determine how the superseded data were derived.
 GV4219
 GV4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8304749557(NAD 83)
 GV4219_MARKER: Z = SEE DESCRIPTION
 GV4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4219+STABILITY: SURFACE MOTION
 GV4219
 GV4219  HISTORY     - Date     Condition        Report By
 GV4219  HISTORY     - 1920     MONUMENTED       VACF
 GV4219  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4219  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4219  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4219
 GV4219                          STATION DESCRIPTION
 GV4219
 GV4219'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4219'IN THE VICINITY OF HILLS BAY, PIANKATANK RIVER, ON A LOW
 GV4219'BLUFF IN THE FIELD OF MR. BUDDY MARCHANT, WEST OF A GROVE
 GV4219'OF SMALL CEDAR TREES AND SOUTH OF A WIRE FENCE.  STATION IS
 GV4219'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE,
 GV4219'SURROUNDED NEAR SURFACE BY BLOCK OF CONCRETE.
 GV4219
 GV4219                          STATION RECOVERY (1944)
 GV4219
 GV4219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4219'A TWO MAN PARTY SEARCHED EXTENSIVELY FOR THIS STATION WITHOUT
 GV4219'SUCCESS.
 GV4219
 GV4219                          STATION RECOVERY (1944)
 GV4219
 GV4219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV4219'STATION SEARCHED FOR BUT NOT FOUND.  BUDDY MARCHANT DIED IN
 GV4219'1942.  W.N. BELL, WHO BOUGHT PROPERTY, AND HAS SEEN STATION,
 GV4219'TRIED TO DIRECT RECOVERY PARTY.  NO EVIDENCE OF STATION WAS
 GV4219'FOUND.  SHORELINE IN THIS VICINITY CONSIDERABLY WASHED BY
 GV4219'HURRICANE.
 GV4219
 GV4219                          STATION RECOVERY (2002)
 GV4219
 GV4219'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1017 ***********************************************************************
 GW1017  DESIGNATION -  BUFFALO
 GW1017  PID         -  GW1017
 GW1017  STATE/COUNTY-  VA/AMHERST
 GW1017  USGS QUAD   -  AMHERST (1978)
 GW1017
 GW1017                         *CURRENT SURVEY CONTROL
 GW1017  ___________________________________________________________________
 GW1017* NAD 83(1993)-  37 37 13.54074(N)    079 00 53.03379(W)     ADJUSTED  
 GW1017* NAVD 88     -       222.638  (meters)     730.44   (feet)  ADJUSTED  
 GW1017  ___________________________________________________________________
 GW1017  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 GW1017  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1017  DYNAMIC HT  -         222.474 (meters)     729.90  (feet)  COMP
 GW1017  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GW1017
 GW1017  HORZ ORDER  -  SECOND
 GW1017  VERT ORDER  -  SECOND    CLASS 0
 GW1017
 GW1017.The horizontal coordinates were established by classical geodetic methods
 GW1017.and adjusted by the National Geodetic Survey in November 1994..
 GW1017
 GW1017.The orthometric height was determined by differential leveling
 GW1017.and adjusted by the National Geodetic Survey in June 1991..
 GW1017
 GW1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1017
 GW1017.The geoid height was determined by GEOID03.
 GW1017
 GW1017.The dynamic height is computed by dividing the NAVD 88
 GW1017.geopotential number by the normal gravity value computed on the
 GW1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1017.degrees latitude (g = 980.6199 gals.).
 GW1017
 GW1017.The modeled gravity was interpolated from observed gravity values.
 GW1017
 GW1017;                    North         East     Units Scale Factor Converg.
 GW1017;SPC VA S     - 1,142,960.545 3,454,560.092   MT  0.99995512   -0 18 44.7
 GW1017;SPC VA S     - 3,749,863.05 11,333,835.90   sFT  0.99995512   -0 18 44.7
 GW1017;UTM  17      - 4,165,555.377   675,204.832   MT  0.99997811   +1 12 43.8
 GW1017
 GW1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1017!SPC VA S     -   0.99997008  x   0.99995512  =   0.99992520
 GW1017!UTM  17      -   0.99997008  x   0.99997811  =   0.99994819
 GW1017
 GW1017|---------------------------------------------------------------------|
 GW1017| PID    Reference Object                     Distance      Geod. Az  |
 GW1017|                                                           dddmmss.s |
 GW1017| GW1018 BUFFALO RM 1                         17.607 METERS 03254     |
 GW1017| GW2146 AMHERST CENTRAL VA TEL MAST         APPROX. 5.1 KM 2175934.4 |
 GW1017| GW2147 AMHERST MUNICIPAL TANK              APPROX. 5.6 KM 2231605.7 |
 GW1017|---------------------------------------------------------------------|
 GW1017
 GW1017                          SUPERSEDED SURVEY CONTROL
 GW1017
 GW1017  NAD 83(1986)-  37 37 13.54614(N)    079 00 53.04094(W) AD(       ) 2
 GW1017  NAD 27      -  37 37 13.03444(N)    079 00 53.95270(W) AD(       ) 2
 GW1017  NGVD 29 (??/??/92)  222.846  (m)          731.12   (f) ADJ UNCH    2 0
 GW1017
 GW1017.Superseded values are not recommended for survey control.
 GW1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1017.See file dsdata.txt to determine how the superseded data were derived.
 GW1017
 GW1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7520565555(NAD 83)
 GW1017_MARKER: DE = TRAVERSE STATION DISK
 GW1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1017_STAMPING: BUFFALO 1965
 GW1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1017+STABILITY: SURFACE MOTION
 GW1017
 GW1017  HISTORY     - Date     Condition        Report By
 GW1017  HISTORY     - 1965     MONUMENTED       CGS
 GW1017  HISTORY     - 1965     GOOD             CGS
 GW1017
 GW1017                          STATION DESCRIPTION
 GW1017
 GW1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW1017'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF AMHERST, IN THE
 GW1017'SOUTHWEST ANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAY 29
 GW1017'AND STATE HIGHWAY 151 AND ON THE PROPERTY OWNED BY MR. EDWARD
 GW1017'RUFUS.
 GW1017'
 GW1017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29
 GW1017'AND 60 IN AMHERST, GO NORTHERLY ON U.S. HIGHWAY 29 FOR 3.0
 GW1017'MILES TO THE JUNCTION OF STATE HIGHWAY 151, TURN LEFT ON
 GW1017'STATE HIGHWAY 151 AND GO 0.05 MILE TO A DIRT ROAD ON THE LEFT,
 GW1017'ACROSS THE ROAD FROM GORDONS DRIVE-INN RESTAURANT, TURN SHARP
 GW1017'LEFT AND FOLLOW DIRT ROAD FOR 0.05 MILE TO A GATE LEADING INTO
 GW1017'PASTURE AND STATION ON THE LEFT.
 GW1017'
 GW1017'THE STATION IS 42 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GW1017'OF A FORK IN DIRT ROAD, 33 FEET SOUTH OF THE SOUTH GATE POST
 GW1017'FOR A WOVEN WIRE GATE AND 4.5 FEET EAST OF A WIRE FENCE.
 GW1017'IT IS A STANDARD TRAVERSE DISK STAMPED BUFFALO 1965 SET IN
 GW1017'A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 GW1017'
 GW1017'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE SOUTH GATE
 GW1017'POST FOR A WOVEN WIRE GATE, 16 FEET NORTH OF THE APPROXIMATE
 GW1017'CENTER OF THE DIRT ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS
 GW1017'A STANDARD DISK STAMPED BUFFALO NO 1 1965 SET IN A SQUARE
 GW1017'CONCRETE MONUMENT PROJECTING 3 INCHES.
 GW1017'
 GW1017'ET 1 WCE (USGS) IS 23 FEET WEST OF U.S. HIGHWAY 29.  IT IS
 GW1017'A U.S. GEOLOGICAL SURVEY MARKER STAMPED ET 1 WCE 1962 SET
 GW1017'IN A DRILL HOLE IN THE NORTH WING WALL OF A CONCRETE BRIDGE.
 GW1017'
 GW1017'TO REACH (USGS) MARKER FROM THE STATION CONTINUE NORTHERLY ON
 GW1017'U.S. HIGHWAY 29 FOR 0.7 MILE TO A CONCRETE BRIDGE AND MARK
 GW1017'ON THE LEFT.
 GW1017'
 GW1017'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GW1017
 GW1017                          STATION RECOVERY (1965)
 GW1017
 GW1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW1017'3.3 MI NE FROM AMHERST.
 GW1017'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1017'OFFICE IN AMHERST TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GW1017'PROJECTING 2-INCHES, 188 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GW1017'OF STATE HIGHWAY 151, 165 FEET NORTHWEST OF THE APPROXIMATE
 GW1017'CENTER OF U.S. HIGHWAY 29, 42 FEET SOUTHWEST OF THE APPROXIMATE
 GW1017'CENTER OF A FORK IN A DIM DIRT ROAD, 33 FEET SOUTH OF THE SOUTH
 GW1017'GATE POST FOR A WOVEN WIRE GATE, 4.5 FEET EAST OF A WIRE FENCE AND
 GW1017'IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0535 ***********************************************************************
 FY0535  DESIGNATION -  BUFFALO AZ MK
 FY0535  PID         -  FY0535
 FY0535  STATE/COUNTY-  VA/MECKLENBURG
 FY0535  USGS QUAD   -  BUFFALO SPRINGS (1981)
 FY0535
 FY0535                         *CURRENT SURVEY CONTROL
 FY0535  ___________________________________________________________________
 FY0535* NAD 83(1986)-  36 39 03.     (N)    078 41 09.     (W)     SCALED    
 FY0535* NAVD 88     -       132.471  (meters)     434.62   (feet)  ADJUSTED  
 FY0535  ___________________________________________________________________
 FY0535  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 FY0535  DYNAMIC HT  -         132.371 (meters)     434.29  (feet)  COMP
 FY0535  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 FY0535
 FY0535  VERT ORDER  -  SECOND    CLASS 0
 FY0535
 FY0535.The horizontal coordinates were scaled from a topographic map and have
 FY0535.an estimated accuracy of +/- 6 seconds.
 FY0535
 FY0535.The orthometric height was determined by differential leveling
 FY0535.and adjusted by the National Geodetic Survey in June 1991..
 FY0535
 FY0535.The geoid height was determined by GEOID03.
 FY0535
 FY0535.The dynamic height is computed by dividing the NAVD 88
 FY0535.geopotential number by the normal gravity value computed on the
 FY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0535.degrees latitude (g = 980.6199 gals.).
 FY0535
 FY0535.The modeled gravity was interpolated from observed gravity values.
 FY0535
 FY0535;                    North         East    Units  Estimated Accuracy
 FY0535;SPC VA S     - 1,035,250.    3,483,380.      MT  (+/- 180 meters Scaled)
 FY0535
 FY0535                          SUPERSEDED SURVEY CONTROL
 FY0535
 FY0535  NGVD 29 (??/??/92)  132.737  (m)          435.49   (f) ADJ UNCH    2 0
 FY0535
 FY0535.Superseded values are not recommended for survey control.
 FY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0535.See file dsdata.txt to determine how the superseded data were derived.
 FY0535
 FY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA068586(NAD 83)
 FY0535_MARKER: DZ = AZIMUTH MARK DISK
 FY0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0535_STAMPING: BUFFALO 1965
 FY0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0535+STABILITY: SURFACE MOTION
 FY0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0535+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY0535
 FY0535  HISTORY     - Date     Condition        Report By
 FY0535  HISTORY     - 1965     MONUMENTED       CGS
 FY0535  HISTORY     - 1966     GOOD             NGS
 FY0535  HISTORY     - 1969     GOOD             NGS
 FY0535  HISTORY     - 20051026 GOOD             USPSQD
 FY0535
 FY0535                          STATION DESCRIPTION
 FY0535
 FY0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0535'7.8 MI W FROM CLARKSVILLE.
 FY0535'7.8 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0535'CLARKSVILLE, 38 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 FY0535'DRIVEWAY, 33 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 16.8 FEET
 FY0535'SOUTHEAST OF A 14-INCH OAK TREE, 1.0 FOOT NORTH OF A METAL WITNESS
 FY0535'SIGN AND IS SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 FY0535'ABOUT LEVEL WITH THE HIGHWAY.
 FY0535
 FY0535                          STATION RECOVERY (1969)
 FY0535
 FY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0535'RECOVERED IN GOOD CONDITION.
 FY0535
 FY0535                          STATION RECOVERY (2005)
 FY0535
 FY0535'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0535'LATITUDE SHOULD BE N36 39 02 .2 AND LONGITUDE SHOULD BE W078 41 07.9
 FY0535'AT A 7.5 ACCURACY. 38.5FT FROM CENTERLINE OF EAST BOUND LANE OF ROUTE
 FY0535'58
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1365 ***********************************************************************
 FZ1365  DESIGNATION -  BUFFALO RESET
 FZ1365  PID         -  FZ1365
 FZ1365  STATE/COUNTY-  VA/FLOYD
 FZ1365  USGS QUAD   -  WILLIS (1982)
 FZ1365
 FZ1365                         *CURRENT SURVEY CONTROL
 FZ1365  ___________________________________________________________________
 FZ1365* NAD 83(1993)-  36 47 46.35193(N)    080 28 38.57360(W)     ADJUSTED  
 FZ1365* NAVD 88     -      1208.7    (meters)    3966.     (feet)  GPS OBS   
 FZ1365  ___________________________________________________________________
 FZ1365  X           -     846,129.567 (meters)                     COMP
 FZ1365  Y           -  -5,044,037.853 (meters)                     COMP
 FZ1365  Z           -   3,800,012.085 (meters)                     COMP
 FZ1365  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FZ1365  ELLIP HEIGHT-        1176.90  (meters)          (05/17/02) GPS OBS
 FZ1365  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FZ1365
 FZ1365  HORZ ORDER  -  FIRST
 FZ1365  ELLP ORDER  -  FOURTH    CLASS II
 FZ1365
 FZ1365.The horizontal coordinates were established by GPS observations
 FZ1365.and adjusted by the National Geodetic Survey in December 1995..
 FZ1365
 FZ1365.The orthometric height was determined by GPS observations and a
 FZ1365.high-resolution geoid model.
 FZ1365
 FZ1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1365
 FZ1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1365
 FZ1365.The ellipsoidal height was determined by GPS observations
 FZ1365.and is referenced to NAD 83.
 FZ1365
 FZ1365.The geoid height was determined by GEOID03.
 FZ1365
 FZ1365;                    North         East     Units Scale Factor Converg.
 FZ1365;SPC VA S     - 1,053,215.595 3,323,535.174   MT  0.99999477   -1 12 00.4
 FZ1365;SPC VA S     - 3,455,424.83 10,903,964.98   sFT  0.99999477   -1 12 00.4
 FZ1365;UTM  17      - 4,072,392.914   546,624.523   MT  0.99962678   +0 18 46.9
 FZ1365
 FZ1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1365!SPC VA S     -   0.99981534  x   0.99999477  =   0.99981011
 FZ1365!UTM  17      -   0.99981534  x   0.99962678  =   0.99944219
 FZ1365
 FZ1365:                Primary Azimuth Mark                     Grid Az
 FZ1365:SPC VA S     -  MOORE RESET                              159 38 33.0
 FZ1365:UTM  17      -  MOORE RESET                              158 07 45.7
 FZ1365
 FZ1365|---------------------------------------------------------------------|
 FZ1365| PID    Reference Object                     Distance      Geod. Az  |
 FZ1365|                                                           dddmmss.s |
 FZ1365| FZ1660 MOORE RESET                         APPROX.47.5 KM 1582632.6 |
 FZ1365| DC5053 BUFFALO RM                                         20643     |
 FZ1365|---------------------------------------------------------------------|
 FZ1365
 FZ1365                          SUPERSEDED SURVEY CONTROL
 FZ1365
 FZ1365  ELLIP H (12/05/95) 1177.02   (m)                       GP(       ) 4 2
 FZ1365  NAD 83(1993)-  36 47 46.36346(N)    080 28 38.57506(W) AD(       ) 1
 FZ1365  NAD 83(1993)-  36 47 46.35995(N)    080 28 38.56510(W) AD(       ) 1
 FZ1365  NAD 83(1986)-  36 47 46.36697(N)    080 28 38.57654(W) AD(       ) 1
 FZ1365  NAD 27      -  36 47 45.87072(N)    080 28 39.32386(W) AD(       ) 1
 FZ1365  NGVD 29 (07/19/86) 1210.4    (m)         3971.     (f) VERT ANG       
 FZ1365
 FZ1365.Superseded values are not recommended for survey control.
 FZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1365.See file dsdata.txt to determine how the superseded data were derived.
 FZ1365
 FZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4662572393(NAD 83)
 FZ1365_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FZ1365_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1365_SP_SET: OBJECT IMBEDDED IN GROUND
 FZ1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1365+STABILITY: POSITION/ELEVATION WELL
 FZ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1365+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 FZ1365
 FZ1365  HISTORY     - Date     Condition        Report By
 FZ1365  HISTORY     - 1918     MONUMENTED       CGS
 FZ1365  HISTORY     - 1918     SEE DESCRIPTION  CGS
 FZ1365  HISTORY     - 19941130 POOR             GEOMET
 FZ1365
 FZ1365                          STATION DESCRIPTION
 FZ1365
 FZ1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 FZ1365'ABOUT 25 MILES BY ROAD NORTHWEST OF STUART, ON BUFFALO MOUNTAIN,
 FZ1365'AND AT WEST END OF ROCKY RIDGE WHICH IS ABOUT 150 YARDS LONG
 FZ1365'AND HAS NO TREES ON IT.  EAST END OF RIDGE IS ABOUT 6 FEET HIGHER
 FZ1365'IN ELEVATION THAN WEST END.  TO REACH FROM STUART, FOLLOW CARROLL
 FZ1365'PIKE ABOUT 12 MILES TO OLD EDWARDS PLACE, TAKE RIGHT-HAND
 FZ1365'ROAD, AND CONTINUE TO BUFFALO MOUNTAIN.  SURFACE MARK WAS
 FZ1365'SQUARE-HEADED COPPER BOLT WITH CROSS CUT IN TOP SET FLUSH WITH
 FZ1365'TOP OF BLOCK OF MASONRY ABOUT 10 INCHES HIGH.  UNDERGROUND
 FZ1365'MARK WAS COPPER BOLT WITH CROSS CUT IN TOP DRIVEN INTO SOLID
 FZ1365'ROCK.  REFERENCE MARKS WERE COPPER BOLTS WITH CROSSES CUT
 FZ1365'IN TOP AND DRIVEN 4 INCHES INTO SOLID ROCK AT FOLLOWING
 FZ1365'DISTANCES AND DIRECTIONS FROM STATION--8.76 FEET, TRUE NORTH.
 FZ1365'10.37 FEET, TRUE EAST.  8.38 FEET, TRUE SOUTH.  AND 8.75 FEET,
 FZ1365'TRUE WEST.  IN 1918, SURFACE MARK HAD BEEN DESTROYED AND
 FZ1365'COPPER BOLTS HAD BEEN REMOVED FROM REFERENCE MARKS.
 FZ1365'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, AND
 FZ1365'SURFACE MARK WAS REPLACED BY STANDARD DISK STATION MARK
 FZ1365'IN MOUND OF CONCRETE.  TWO STANDARD REFERENCE DISKS IN
 FZ1365'BEDROCK, WERE ESTABLISHED IN 1918.  ONE IS ABOUT 1
 FZ1365'METER (3 FEET) IN ELEVATION BELOW STATION, AND 2.66
 FZ1365'METERS (8.7 FEET) DUE WEST OF STATION.  OTHER IS ABOUT 0.3
 FZ1365'METER (1 FOOT) IN ELEVATION BELOW STATION, ABOUT 10 DEG
 FZ1365'SOUTH OF EAST AND 4.1 METERS (13.5 FEET) DISTANT FROM
 FZ1365'STATION.
 FZ1365
 FZ1365                          STATION RECOVERY (1994)
 FZ1365
 FZ1365'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 FZ1365'THE STATION IS LOCATED IN FLOYD COUNTY, VIRGINIA ON BUFFALO MOUNTAIN
 FZ1365'ABOUT 25 MILES NORTHWEST OF THE TOWN OF STUART.  TO REACH THE STATION
 FZ1365'FROM THE INTERSECTION OF BLUE RIDGE PARKWAY AND U.S. HIGHWAY 58
 FZ1365'PROCEED NORTH ALONG BLUE RIDGE PARKWAY A DISTANCE OF 3.6 MILES TO ITS
 FZ1365'INTERSECTION WITH STATE ROUTE 799.  TURN LEFT AND PROCEED WEST ALONG
 FZ1365'STATE ROUTE 799 A DISTANCE OF 1.5 MILES TO ITS INTERSECTION WITH STATE
 FZ1365'ROUTE 604 AT A SIGN FOR GRACE CHURCH. TURN LEFT AND PROCEED WEST ALONG
 FZ1365'STATE ROUTE 604, PAVED ROAD AND THEN GRAVEL, A DISTANCE OF 1.4 MILES
 FZ1365'TO ITS ITERSECTION WITH STATE ROUTE 727 (GRAVEL ROAD).  TURN LEFT AND
 FZ1365'PROCEED SOUTH ALONG STATE ROUTE 727 A DISTANCE OF 0.8 MILE TO A FOUR
 FZ1365'WAY INTERSECTION. TURN RIGHT AND PROCEED UP THE RIDGE A DISTANCE OF
 FZ1365'1.3 MILES TO THE END OF TWO WHEEL VEHICLE TRAVEL.  HIKE OR FOUR WHEEL
 FZ1365'DRIVE UP FIRE TOWER ROAD TO THE TOP, GO PAST FIRE TOWER AN APPROXIMATE
 FZ1365'DISTANCE OF 375 FEET TO THE WEST END OF THE MOUNTAIN TOP AND THE
 FZ1365'STATION IN A ROCK OUTCROP.  DISK HAS BEEN REMOVED.  THE STATION IS A
 FZ1365'7/8 INCH BRASS STEM IN CEMENTED IN ROCK 3 INCHES HIGH.  THREE
 FZ1365'REFERENCE BOLTS OF THE SAME TYPE EXIST (ALL DIRECTIONS ARE REFERENCED
 FZ1365'FROM 1995 MAGNETIC NORTH) (1) 13.4 FEET AZIMUTH 120 DEGREES, (2) 8.3
 FZ1365'FEET AZIMUTH 175 DEGREES, AND (3) 8.7 FEET AZIMUTH 281 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1018 ***********************************************************************
 GW1018  DESIGNATION -  BUFFALO RM 1
 GW1018  PID         -  GW1018
 GW1018  STATE/COUNTY-  VA/AMHERST
 GW1018  USGS QUAD   -  AMHERST (1978)
 GW1018
 GW1018                         *CURRENT SURVEY CONTROL
 GW1018  ___________________________________________________________________
 GW1018* NAD 83(1986)-  37 37 14.     (N)    079 00 52.     (W)     SCALED    
 GW1018* NAVD 88     -       222.678  (meters)     730.57   (feet)  ADJUSTED  
 GW1018  ___________________________________________________________________
 GW1018  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1018  DYNAMIC HT  -         222.514 (meters)     730.03  (feet)  COMP
 GW1018  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 GW1018
 GW1018  VERT ORDER  -  SECOND    CLASS 0
 GW1018
 GW1018.The horizontal coordinates were scaled from a topographic map and have
 GW1018.an estimated accuracy of +/- 6 seconds.
 GW1018
 GW1018.The orthometric height was determined by differential leveling
 GW1018.and adjusted by the National Geodetic Survey in June 1991..
 GW1018
 GW1018.The geoid height was determined by GEOID03.
 GW1018
 GW1018.The dynamic height is computed by dividing the NAVD 88
 GW1018.geopotential number by the normal gravity value computed on the
 GW1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1018.degrees latitude (g = 980.6199 gals.).
 GW1018
 GW1018.The modeled gravity was interpolated from observed gravity values.
 GW1018
 GW1018;                    North         East    Units  Estimated Accuracy
 GW1018;SPC VA S     - 1,142,980.    3,454,590.      MT  (+/- 180 meters Scaled)
 GW1018
 GW1018                          SUPERSEDED SURVEY CONTROL
 GW1018
 GW1018  NGVD 29 (??/??/92)  222.885  (m)          731.25   (f) ADJ UNCH    2 0
 GW1018
 GW1018.Superseded values are not recommended for survey control.
 GW1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1018.See file dsdata.txt to determine how the superseded data were derived.
 GW1018
 GW1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB752655(NAD 83)
 GW1018_MARKER: DR = REFERENCE MARK DISK
 GW1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1018_STAMPING: BUFFALO NO 1 1965
 GW1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1018+STABILITY: SURFACE MOTION
 GW1018
 GW1018  HISTORY     - Date     Condition        Report By
 GW1018  HISTORY     - 1965     MONUMENTED       CGS
 GW1018
 GW1018                          STATION DESCRIPTION
 GW1018
 GW1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1018'3.3 MI NE FROM AMHERST.
 GW1018'AT THE BUFFALO STATION SITE-- SET IN THE TOP OF A CONCRETE POST
 GW1018'PROJECTING 3-INCHES, 57.8 FEET NORTHEAST OF THE STATION, 38
 GW1018'FEET NORTHEAST OF THE SOUTH GATE POST FOR A WOVEN WIRE GATE, 16
 GW1018'FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 1 FOOT SOUTH
 GW1018'OF A WIRE FENCE AND IS ABOUT 20 FEET ABOVE THE LEVEL OF THE
 GW1018'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3965 ***********************************************************************
 FX3965  DESIGNATION -  BUG
 FX3965  PID         -  FX3965
 FX3965  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3965  USGS QUAD   -  BENNS CHURCH (1986)
 FX3965
 FX3965                         *CURRENT SURVEY CONTROL
 FX3965  ___________________________________________________________________
 FX3965* NAD 83(1993)-  36 54 31.08277(N)    076 30 40.61522(W)     ADJUSTED  
 FX3965* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FX3965  ___________________________________________________________________
 FX3965  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 FX3965  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FX3965
 FX3965  HORZ ORDER  -  THIRD
 FX3965
 FX3965.The horizontal coordinates were established by classical geodetic methods
 FX3965.and adjusted by the National Geodetic Survey in September 1995..
 FX3965
 FX3965.The orthometric height was scaled from a topographic map.
 FX3965
 FX3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3965
 FX3965.The geoid height was determined by GEOID03.
 FX3965
 FX3965;                    North         East     Units Scale Factor Converg.
 FX3965;SPC VA S     - 1,065,710.276 3,677,213.554   MT  0.99997727   +1 12 25.2
 FX3965;SPC VA S     - 3,496,417.80 12,064,324.80   sFT  0.99997727   +1 12 25.2
 FX3965;UTM  18      - 4,085,803.393   365,366.959   MT  0.99982330   -0 54 27.8
 FX3965
 FX3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3965!SPC VA S     -   1.00000483  x   0.99997727  =   0.99998210
 FX3965!UTM  18      -   1.00000483  x   0.99982330  =   0.99982813
 FX3965
 FX3965:                Primary Azimuth Mark                     Grid Az
 FX3965:SPC VA S     -  CHARLIE                                  068 49 14.8
 FX3965:UTM  18      -  CHARLIE                                  070 56 07.8
 FX3965
 FX3965|---------------------------------------------------------------------|
 FX3965| PID    Reference Object                     Distance      Geod. Az  |
 FX3965|                                                           dddmmss.s |
 FX3965| FX3966 CHARLIE                             APPROX. 0.5 KM 0700140.0 |
 FX3965| DC8114 BUG RM 1                             60.347 METERS 21322     |
 FX3965| DC8115 BUG RM 2                             26.688 METERS 27821     |
 FX3965|---------------------------------------------------------------------|
 FX3965
 FX3965                          SUPERSEDED SURVEY CONTROL
 FX3965
 FX3965  NAD 83(1986)-  36 54 31.08763(N)    076 30 40.64902(W) AD(       ) 3
 FX3965  NAD 27      -  36 54 30.55100(N)    076 30 41.82400(W) AD(       ) 3
 FX3965
 FX3965.Superseded values are not recommended for survey control.
 FX3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3965.See file dsdata.txt to determine how the superseded data were derived.
 FX3965
 FX3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6536785803(NAD 83)
 FX3965_MARKER: DS = TRIANGULATION STATION DISK
 FX3965_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3965
 FX3965  HISTORY     - Date     Condition        Report By
 FX3965  HISTORY     - 1934     MONUMENTED       CGS
 FX3965  HISTORY     - 1943     GOOD             CGS
 FX3965  HISTORY     - 1944     GOOD             CGS
 FX3965  HISTORY     - 1960     GOOD             CGS
 FX3965  HISTORY     - 20000219 GOOD             USPSQD
 FX3965
 FX3965                          STATION DESCRIPTION
 FX3965
 FX3965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3965'LOCATED ON THE EASTERN SHORE OF CHUCKATUCK CREEK, ON A PROJECTION
 FX3965'OF LAND WHICH IS ABOUT 600 METERS SOUTH OF THE EAST END OF
 FX3965'CHUCKATUCK CREEK BRIDGE.
 FX3965'
 FX3965'THE PLACE MAY BE EASILY REACHED BY LAUNCH IF A SKIFF IS
 FX3965'AVAILABLE FOR LANDING PURPOSES.
 FX3965'
 FX3965'THE MARK IS ON THE BANK OF THE STREAM CLOSE TO THE STEEP SLOPE,
 FX3965'AND IS NOT FAR (EAST) FROM THE INSHORE END OF SOME OLD PILING
 FX3965'THAT PROJECTS INTO WATER.  DISTANCES TO THE NORMAL HIGH WATER
 FX3965'MARKS IN THE DIRECTION OF STATIONS BRIDGE AND CHARLIE ARE
 FX3965'83 FEET AND 118 FEET RESPECTIVELY.  THERE IS A DIRT ROAD IN
 FX3965'LINE WITH OLD PILING WEST OF THE STATION AND BURNED OVER PINE
 FX3965'TREES TO THE EAST OF IT.
 FX3965'
 FX3965'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3965'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3965'
 FX3965'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3965
 FX3965                          STATION RECOVERY (1943)
 FX3965
 FX3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3965'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  POINT IS
 FX3965'COVERED WITH THICK UNDERBRUSH.  THE PILING MENTIONED IN
 FX3965'DESCRIPTION REMAINS, AND THE ROAD (MENTIONED) ALSO REMAINS BUT IS
 FX3965'VERY DIM.
 FX3965
 FX3965                          STATION RECOVERY (1944)
 FX3965
 FX3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3965'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FX3965'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 FX3965'STATION IS ABOUT 300 FEET E OF THE END OF THE POINT, ON TOP
 FX3965'OF THE BLUFF IN THE THICK BRIAR BRUSH THAT IS BETWEEN THE
 FX3965'FIELD AND THE TOP OF THE BLUFF, 15 FEET FROM THE EDGE OF THE
 FX3965'BLUFF, 30 FEET N OF THE EDGE OF THE FIELD.  FROM THE STATION
 FX3965'THE DRAW OF THE CHUCKATUCK CREEK BRIDGE IS ON RANGE WITH THE W
 FX3965'GABLE OF RED TIM-ROOF SHED BEYOND BRIDGE.  ALSO LINE TO DRAW
 FX3965'OF BRIDGE PASSES ABOUT 15 YARDS TO THE E OF THE RED TIN-ROOF
 FX3965'SHEDS ON THE POINT BETWEEN STATION AND BRIDGE.  STATION IS FLUSH
 FX3965'WITH GROUND AND COVERED WITH LEAVES, ETC.
 FX3965'
 FX3965'R.M. 1 IS ACROSS THE FIELD TO THE SW, IN THE EDGE OF THE WOODS,
 FX3965'ABOUT 12 FEET FROM THE CENTER OF THE WAGON ROAD THAT RUNS ALONG
 FX3965'THE W EDGE OF THE FIELD AND CONTINUES DOWN TO THE POINT.  R.M. IS
 FX3965'303 FEET FROM THE GROUP OF OLD PILING ON THE POINT (MEASURED
 FX3965'ALONG ROAD).
 FX3965'
 FX3965'R.M. 2 IS ON TOP OF THE BLUFF W OF STATION IN THE SAME BRIAR
 FX3965'THICKET ALONG TOP OF BLUFF.  IT IS ALSO FLUSH WITH GROUND AND
 FX3965'COVERED WITH LEAVES.
 FX3965
 FX3965                          STATION RECOVERY (1960)
 FX3965
 FX3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3965'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 FX3965'CONDITION.  ALL WITNESS POINTS HAVE BEEN REMOVED, THE LAND
 FX3965'CLEARED AND A NEW HOUSE UNDERCONSTRUCTION NEAR THE STATION.
 FX3965'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED
 FX3965'ABOUT 0.6 MILE SOUTH OF CHUCKATUCK BRIDGE IN CRITTENDEN ON THE
 FX3965'EASTERN SHORE OF CHUCKATUCK CREEK ON LANE OWNED BY JOHN
 FX3965'BRADSHAW.  IT IS 57.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FX3965'THE FOUNDATION OF THE HOUSE 44.5 FEET EAST OF THE
 FX3965'NORTHEAST CORNER OF THE FOUNDATION AND 10 FEET SOUTH OF THE
 FX3965'EDGE OF THE BANK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FX3965'BUG 1934.
 FX3965'
 FX3965'REFERENCE MARK NO. 1 IS 143.7 FEET SOUTHWEST OF THE SOUTHEAST
 FX3965'CORNER OF THE FOUNDATION OF THE HOUSE, 125.0 FEET SOUTH OF THE
 FX3965'SOUTHWEST CORNER OF THE FOUNDATION AND 10 FEET WEST OF THE CENTER
 FX3965'OF THE DIRT ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FX3965'BUG NO 1 1934.
 FX3965'
 FX3965'REFERENCE MARK NO. 2 IS 48.5 FEET NORTHWEST OF THE NORTHEAST
 FX3965'CORNER AND 38.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 FX3965'FOUNDATION OF THE HOUSE AND 15.5 FEET NORTH OF A 30 INCH PINE
 FX3965'TREE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 FX3965'BUT NO 2 1934.
 FX3965'
 FX3965'TO REACH THE STATION FROM THE NORTH END OF THE NANSEMOUND RIVER
 FX3965'BRIDGE, GO NORTH ON U.S. HIGHWAY 17 FOR 0.85 MILE TO STATE
 FX3965'HIGHWAY 628 LEFT, TURN LEFT ON HIGHWAY 628 AND GO 0.8 MILE TO
 FX3965'COUNTY ROAD 698 RIGHT.  TURN RIGHT AND GO 0.45 MILE TO A DIRT
 FX3965'ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO THE END OF THE ROAD AND
 FX3965'STATION AS DESCRIBED.
 FX3965
 FX3965                          STATION RECOVERY (2000)
 FX3965
 FX3965'RECOVERY NOTE BY US POWER SQUADRON 2000
 FX3965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5351 ***********************************************************************
 FX5351  DESIGNATION -  BUILDING 3
 FX5351  PID         -  FX5351
 FX5351  STATE/COUNTY-  VA/C OF NORFOLK
 FX5351  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX5351
 FX5351                         *CURRENT SURVEY CONTROL
 FX5351  ___________________________________________________________________
 FX5351* NAD 83(1993)-  36 51 18.90141(N)    076 18 02.19128(W)     ADJUSTED  
 FX5351* NAVD 88     -         1.686  (meters)       5.53   (feet)  ADJUSTED  
 FX5351  ___________________________________________________________________
 FX5351  X           -   1,210,099.259 (meters)                     COMP
 FX5351  Y           -  -4,964,255.851 (meters)                     COMP
 FX5351  Z           -   3,804,530.683 (meters)                     COMP
 FX5351  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FX5351  ELLIP HEIGHT-         -35.31  (meters)          (05/15/02) GPS OBS
 FX5351  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FX5351  DYNAMIC HT  -           1.684 (meters)       5.52  (feet)  COMP
 FX5351  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX5351
 FX5351  HORZ ORDER  -  B
 FX5351  VERT ORDER  -  FIRST     CLASS II
 FX5351  ELLP ORDER  -  FIFTH     CLASS II
 FX5351
 FX5351.The horizontal coordinates were established by GPS observations
 FX5351.and adjusted by the National Geodetic Survey in November 1995..
 FX5351
 FX5351.The orthometric height was determined by differential leveling
 FX5351.and adjusted by the National Geodetic Survey in February 2005..
 FX5351.No vertical observational check was made to the station.
 FX5351
 FX5351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5351
 FX5351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5351
 FX5351.The ellipsoidal height was determined by GPS observations
 FX5351.and is referenced to NAD 83.
 FX5351
 FX5351.The geoid height was determined by GEOID03.
 FX5351
 FX5351.The dynamic height is computed by dividing the NAVD 88
 FX5351.geopotential number by the normal gravity value computed on the
 FX5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX5351.degrees latitude (g = 980.6199 gals.).
 FX5351
 FX5351.The modeled gravity was interpolated from observed gravity values.
 FX5351
 FX5351;                    North         East     Units Scale Factor Converg.
 FX5351;SPC VA S     - 1,060,204.134 3,696,121.309   MT  0.99998510   +1 20 05.5
 FX5351;SPC VA S     - 3,478,353.06 12,126,357.99   sFT  0.99998510   +1 20 05.5
 FX5351;UTM  18      - 4,079,604.412   384,055.140   MT  0.99976561   -0 46 48.7
 FX5351
 FX5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5351!SPC VA S     -   1.00000554  x   0.99998510  =   0.99999064
 FX5351!UTM  18      -   1.00000554  x   0.99976561  =   0.99977115
 FX5351
 FX5351|---------------------------------------------------------------------|
 FX5351| PID    Reference Object                     Distance      Geod. Az  |
 FX5351|                                                           dddmmss.s |
 FX5351| DG9069 BREADMAKER                           76.603 METERS 14536     |
 FX5351|---------------------------------------------------------------------|
 FX5351
 FX5351                          SUPERSEDED SURVEY CONTROL
 FX5351
 FX5351  ELLIP H (11/22/95)  -35.32   (m)                       GP(       ) 1 1
 FX5351  NAD 83(1993)-  36 51 18.90166(N)    076 18 02.18934(W) AD(       ) 2
 FX5351  ELLIP H (09/08/95)  -35.10   (m)                       GP(       ) 4 2
 FX5351  NAD 83(1986)-  36 51 18.90411(N)    076 18 02.22144(W) AD(       ) 2
 FX5351  NAVD 88 (02/02/05)    1.67   (m)            5.5    (f) LEVELING    3  
 FX5351  NGVD 29 (09/06/91)    2.0    (m)            7.     (f) GPS OBS        
 FX5351
 FX5351.Superseded values are not recommended for survey control.
 FX5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5351.See file dsdata.txt to determine how the superseded data were derived.
 FX5351
 FX5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8405579604(NAD 83)
 FX5351_MARKER: DD = SURVEY DISK
 FX5351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5351_SP_SET: METAL ROD DRIVEN INTO GROUND
 FX5351_STAMPING: BUILDING 3 1990
 FX5351_MARK LOGO: NOS   
 FX5351_PROJECTION: FLUSH
 FX5351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX5351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5351+STABILITY: SURFACE MOTION
 FX5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5351+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 FX5351_ROD/PIPE-DEPTH: 1.07 meters
 FX5351
 FX5351  HISTORY     - Date     Condition        Report By
 FX5351  HISTORY     - 1990     MONUMENTED       NOS
 FX5351  HISTORY     - 19940523 GOOD             NOS
 FX5351  HISTORY     - 20010906 GOOD             GEOMET
 FX5351  HISTORY     - 20041005 GOOD             NGS
 FX5351
 FX5351                          STATION DESCRIPTION
 FX5351
 FX5351'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 FX5351'THE STATION IS LOCATED IN DOWNTOWN NORFOLK, VA ON LAND OWNED BY THE
 FX5351'N.O.A.A. BEHIND THE 2-STORY RED BRICK BUILDING DESIGNATED BUILDING 3.
 FX5351'TO REACH THE STATION FROM THE INTERSECTION OF BRAMBLETON AVENUE AND
 FX5351'COLLEY AVENUE NEAR NORFOLK GENERAL HOSPITAL, PROCEED SOUTH ON COLLEY
 FX5351'AVENUE TO THE INTERSECTION OF COLLEY AVENUE AND FRONT STREET.  TURN
 FX5351'LEFT (EAST) ONTO FRONT STREET AND PROCEED APPROXIMATELY 0.2 MILE TO A
 FX5351'2-STORY RED BRICK BUILDING ON LEFT AND TO STATION AS DESCRIBED.
 FX5351'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---BUILDING 3
 FX5351'1990--ATTACHED TO THE TOP OF A 1.07 M (3.5 FT) ALUMINUM ROD SURROUNDED
 FX5351'BY CONCRETE AND SET 2.5 CM (1 IN) ABOVE THE GROUND SURFACE.  THE DISK
 FX5351'IS APPROXIMATELY 30 M (98.4 FT) SW OF THE CENTERLINE OF BRAMBLETON
 FX5351'AVENUE, 28.5 M (93.5 FT) NE OF THE NW CORNER OF BUILDING 3, 5.6 M
 FX5351'(18.4 FT) EAST OF AN EAST-WEST FENCE LINE AND 8.6 M (28.2 FT) WEST OF
 FX5351'A NORTH-SOUTH FENCE LINE.
 FX5351
 FX5351                          STATION RECOVERY (1994)
 FX5351
 FX5351'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (CSM)
 FX5351'RECOVERED AS DESCRIBED.
 FX5351
 FX5351                          STATION RECOVERY (2001)
 FX5351
 FX5351'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 FX5351'RECOVERED IN GOOD CONDITION.
 FX5351
 FX5351                          STATION RECOVERY (2004)
 FX5351
 FX5351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FX5351'IN NORFOLK, AT 538 FRONT STREET, 67.3 M NORTHEAST OF THE STREET
 FX5351'CENTER, 27.9 M NORTHEAST  OF THE NORTHWEST CORNER OF THE NATIONAL
 FX5351'GEODETIC SURVEY FIELD OPERATIONS OFFICE AT  538 FRONT STREET, 10.9 M
 FX5351'SOUTHEAST OF THE NORTHEAST CORNER OF A PARKING LOT, 8.7 M  SOUTHWEST
 FX5351'OF A CHAIN-LINK FENCE, 7.6 M NORTHEAST OF THE NORTHEAST EDGE OF A
 FX5351'CONCRETE PAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 FX5351'NOTE--THE MARK IS  ON PROPERTY OWNED BY THE NATIONAL GEODETIC SURVEY,
 FX5351'538 FRONT STREET, NORFOLK, VA  23510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1363 ***********************************************************************
 FZ1363  DESIGNATION -  BULL
 FZ1363  PID         -  FZ1363
 FZ1363  STATE/COUNTY-  VA/PATRICK
 FZ1363  USGS QUAD   -  PATRICK SPRINGS (1985)
 FZ1363
 FZ1363                         *CURRENT SURVEY CONTROL
 FZ1363  ___________________________________________________________________
 FZ1363* NAD 83(1993)-  36 41 34.97589(N)    080 13 29.21877(W)     ADJUSTED  
 FZ1363* NAVD 88     -       979.0    (meters)    3212.     (feet)  VERTCON   
 FZ1363  ___________________________________________________________________
 FZ1363  X           -     869,490.466 (meters)                     COMP
 FZ1363  Y           -  -5,046,827.093 (meters)                     COMP
 FZ1363  Z           -   3,790,699.406 (meters)                     COMP
 FZ1363  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 FZ1363  ELLIP HEIGHT-         946.59  (meters)          (03/13/03) GPS OBS
 FZ1363  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 FZ1363
 FZ1363  HORZ ORDER  -  FIRST
 FZ1363  ELLP ORDER  -  FOURTH    CLASS II
 FZ1363
 FZ1363.The horizontal coordinates were established by GPS observations
 FZ1363.and adjusted by the National Geodetic Survey in March 2003..
 FZ1363
 FZ1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1363
 FZ1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1363
 FZ1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1363
 FZ1363.The ellipsoidal height was determined by GPS observations
 FZ1363.and is referenced to NAD 83.
 FZ1363
 FZ1363.The geoid height was determined by GEOID03.
 FZ1363
 FZ1363;                    North         East     Units Scale Factor Converg.
 FZ1363;SPC VA S     - 1,041,327.477 3,345,865.651   MT  1.00001418   -1 02 48.5
 FZ1363;SPC VA S     - 3,416,421.90 10,977,227.56   sFT  1.00001418   -1 02 48.5
 FZ1363;UTM  17      - 4,061,102.114   569,252.641   MT  0.99965908   +0 27 47.6
 FZ1363
 FZ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1363!SPC VA S     -   0.99985147  x   1.00001418  =   0.99986564
 FZ1363!UTM  17      -   0.99985147  x   0.99965908  =   0.99951060
 FZ1363
 FZ1363|---------------------------------------------------------------------|
 FZ1363| PID    Reference Object                     Distance      Geod. Az  |
 FZ1363|                                                           dddmmss.s |
 FZ1363| FZ1362 BULL USGS 1918                        5.228 METERS 17049     |
 FZ1363| FZ1361 STUART                              APPROX. 1.3 KM 1723404.4 |
 FZ1363| DC5055 BULL RM                               7.550 METERS 33733     |
 FZ1363| DC5056 BULL RM 2                             7.550 METERS 33844     |
 FZ1363|---------------------------------------------------------------------|
 FZ1363
 FZ1363                          SUPERSEDED SURVEY CONTROL
 FZ1363
 FZ1363  NAD 83(1986)-  36 41 34.98757(N)    080 13 29.21744(W) AD(       ) 1
 FZ1363  NAD 83(1993)-  36 41 34.98428(N)    080 13 29.21781(W) AD(       ) 1
 FZ1363  NAD 83(1986)-  36 41 34.98757(N)    080 13 29.21743(W) AD(       ) 1
 FZ1363  NAD 27      -  36 41 34.50600(N)    080 13 30.03100(W) AD(       ) 1
 FZ1363  NGVD 29 (07/20/98)  979.2    (m)         3213.     (f) GPS OBS        
 FZ1363
 FZ1363.Superseded values are not recommended for survey control.
 FZ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1363.See file dsdata.txt to determine how the superseded data were derived.
 FZ1363
 FZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6925361102(NAD 83)
 FZ1363_MARKER: DD = SURVEY DISK
 FZ1363_SETTING: 80 = SET IN A BOULDER
 FZ1363_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ1363_STAMPING: BULL 1918
 FZ1363_MARK LOGO: USGS  
 FZ1363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FZ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1363+STABILITY: SURFACE MOTION
 FZ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1363+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1993
 FZ1363
 FZ1363  HISTORY     - Date     Condition        Report By
 FZ1363  HISTORY     - 1918     MONUMENTED       CGS
 FZ1363  HISTORY     - 1933     GOOD             CGS
 FZ1363  HISTORY     - 1964     SEE DESCRIPTION  CGS
 FZ1363  HISTORY     - 19930127 GOOD             NCGS
 FZ1363  HISTORY     - 19941130 SEE DESCRIPTION  GEOMET
 FZ1363
 FZ1363                          STATION DESCRIPTION
 FZ1363
 FZ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ1363'ABOUT 4 MILES NORTH-NORTHWEST OF PATRICK SPRINGS POST OFFICE,
 FZ1363'AND ABOUT 4-1/2 MILES NORTH-NORTHEAST OF STUART, ON HIGHEST
 FZ1363'PART OF BULL MOUNTAIN.  TO REACH FROM STUART, FOLLOW DIRECTIONS
 FZ1363'GIVEN FOR REACHING STATION STUART.  FROM THIS STATION CONTINUE
 FZ1363'UP RIDGE ABOUT 1 MILE IN DISTANCE AND 400 FEET IN ELEVATION
 FZ1363'TO TOP OF MOUNTAIN.  STATION MARK IS STANDARD DISK STATION MARK
 FZ1363'IN BOULDER.  THE REFERENCE MARK IS A STANDARD REFERENCE
 FZ1363'DISK IN BOULDER, 7.55 METERS (24.8 FEET) FROM
 FZ1363'STATION N 22 DEG 27 MIN W.  WHEN STATION WAS
 FZ1363'RECOVERED IN 1932, ORIGINAL DISK HAD BEEN REMOVED.  IT WAS
 FZ1363'REPLACED BY ANOTHER DISK SET IN SAME DRILL HOLE.  CAIRNS
 FZ1363'OF STONES WERE PILED AROUND STATION AND REFERENCE MARKS.
 FZ1363'STATION BULL (U.S.G.S.) (SEE DESCRIPTION THEREOF) IS 5.48
 FZ1363'METERS (18.0 FEET) FROM THIS STATION
 FZ1363
 FZ1363                          STATION RECOVERY (1964)
 FZ1363
 FZ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FZ1363'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.
 FZ1363'BULL (USGS) WAS NOT FOUND AND IT IS BELIEVED IT WAS DESTROYED
 FZ1363'BY CONSTRUCTION WORK OF THE FIRE TOWER AT THE STATION SITE.
 FZ1363'THE STATION MARK AND REFERENCE MARK NO. 2 WERE REINFORCED WITH
 FZ1363'CONCRETE AT THIS TIME.  A TELLUROMETER TRAVERSE CONNECTION WAS
 FZ1363'MADE TO STATION STUART 1918.  FOLLOWING ARE NEW REFERENCE
 FZ1363'MEASUREMENTS AND TO REACH.
 FZ1363'
 FZ1363'TO REACH THE STATION FROM THE COURTHOUSE IN STUART, GO EAST ON
 FZ1363'U.S. HIGHWAY 58 FOR 1.1 MILES TO A Y-FORK WITH THE R.J. REYNOLDS,
 FZ1363'PATRICK COUNTY MEMORIAL HOSPITAL ON THE RIGHT.  TURN LEFT (OLD
 FZ1363'U.S. HIGHWAY 58) ON A PAVED ROAD AND GO 0.4 MILE TO COUNTY
 FZ1363'ROAD 687 LEFT.  TURN LEFT UP HILL AND GO 2.1 MILES TO A PIPE
 FZ1363'GATE ON THE LEFT.  PASS THROUGH THE GATE AND FOLLOW THE FIRE
 FZ1363'ROAD FOR 2.4 MILES TO A TELEPHONE LINE ON THE RIGHT AND FORK.
 FZ1363'KEEP LEFT ON THE MAIN ROAD AND CONTINUE UP THE HILL FOR 1.2
 FZ1363'MILES TO THE TOP OF MOUNTAIN, FIRE TOWER AND STATION SITE.
 FZ1363
 FZ1363                          STATION RECOVERY (1993)
 FZ1363
 FZ1363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FZ1363'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL
 FZ1363'INFORMATION. STATION AND RM 2 WERE FOUND SOMEWHAT BATTERED BUT STABLE.
 FZ1363'THE KEY TO THE GATE ON COUNTY ROAD 687 MUST BE OBTAINED FROM DR.
 FZ1363'WILLIAM BOYCE IN THE OFFICES BACK OF THE PATRICK COUNTY HOSPITAL.  THE
 FZ1363'PHONE NUMBER AT THE OFFICE IS (804) 694-2180 AND THE PHONE NUMBER AT
 FZ1363'HOME IS (804) 694-3028.
 FZ1363
 FZ1363                          STATION RECOVERY (1994)
 FZ1363
 FZ1363'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 FZ1363'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8353 ***********************************************************************
 HV8353  DESIGNATION -  BULL
 HV8353  PID         -  HV8353
 HV8353  STATE/COUNTY-  VA/FAIRFAX
 HV8353  USGS QUAD   -  MANASSAS (1994)
 HV8353
 HV8353                         *CURRENT SURVEY CONTROL
 HV8353  ___________________________________________________________________
 HV8353* NAD 83(1993)-  38 48 15.03576(N)    077 27 55.06668(W)     ADJUSTED  
 HV8353* NAVD 88     -        63.2    (meters)     207.     (feet)  VERTCON   
 HV8353  ___________________________________________________________________
 HV8353  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 HV8353  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV8353
 HV8353  HORZ ORDER  -  SECOND
 HV8353
 HV8353.The horizontal coordinates were established by classical geodetic methods
 HV8353.and adjusted by the National Geodetic Survey in November 1994..
 HV8353
 HV8353.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8353
 HV8353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8353
 HV8353.The geoid height was determined by GEOID03.
 HV8353
 HV8353;                    North         East     Units Scale Factor Converg.
 HV8353;SPC VA N     - 2,126,769.487 3,589,873.135   MT  0.99995368   +0 38 44.8
 HV8353;SPC VA N     - 6,977,576.23 11,777,775.44   sFT  0.99995368   +0 38 44.8
 HV8353;UTM  18      - 4,297,933.344   285,924.172   MT  1.00016437   -1 32 43.8
 HV8353
 HV8353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8353!SPC VA N     -   0.99999509  x   0.99995368  =   0.99994877
 HV8353!UTM  18      -   0.99999509  x   1.00016437  =   1.00015946
 HV8353
 HV8353                          SUPERSEDED SURVEY CONTROL
 HV8353
 HV8353  NAD 83(1993)-  38 48 15.03449(N)    077 27 55.07381(W) AD(       ) 2
 HV8353  NAD 83(1986)-  38 48 15.03484(N)    077 27 55.07942(W) AD(       ) 2
 HV8353  NGVD 29 (01/12/90)   63.4    (m)          208.     (f) VERT ANG       
 HV8353
 HV8353.Superseded values are not recommended for survey control.
 HV8353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8353.See file dsdata.txt to determine how the superseded data were derived.
 HV8353
 HV8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8592497933(NAD 83)
 HV8353_MARKER: DD = SURVEY DISK
 HV8353_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8353_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8353
 HV8353  HISTORY     - Date     Condition        Report By
 HV8353  HISTORY     - 1969     MONUMENTED       VA-059
 HV8353  HISTORY     - 1975     GOOD             VA-059
 HV8353  HISTORY     - 1977     GOOD             VA-059
 HV8353
 HV8353                          STATION DESCRIPTION
 HV8353
 HV8353'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8353'STATION IS 3.1 MILES SOUTHWEST OF CENTREVILLE ON A POWER LINE
 HV8353'EASEMENT.
 HV8353'
 HV8353'FROM CENTREVILLE PROCEED 2.3 MILES SOUTHWEST ALONG ROUTE 28, THENCE
 HV8353'0.4 MILES WESTNORTHWEST ALONG COMPTON ROAD, ROUTE 658, THENCE 0.65
 HV8353'MILES SOUTHWEST ALONG PRIVATE DRIVE TO END OF DRIVE, THENCE ABOUT 1000
 HV8353'FEET SOUTHEAST ALONG FENCE LINE  TO POWER LINE, 3.5 FEET NORTH OF
 HV8353'PRINCE WILLIAM ELECTRIC COMPANY POLE TMA-16, SET IN CONCRETE MASS.
 HV8353'
 HV8353'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BULL 1969---.
 HV8353
 HV8353                          STATION RECOVERY (1975)
 HV8353
 HV8353'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8353'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8353'MAP 74-1, REVISED TO 1-1-76.
 HV8353
 HV8353                          STATION RECOVERY (1977)
 HV8353
 HV8353'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8353'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8353'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8356 ***********************************************************************
 HV8356  DESIGNATION -  BULL 1
 HV8356  PID         -  HV8356
 HV8356  STATE/COUNTY-  VA/FAIRFAX
 HV8356  USGS QUAD   -  MANASSAS (1994)
 HV8356
 HV8356                         *CURRENT SURVEY CONTROL
 HV8356  ___________________________________________________________________
 HV8356* NAD 83(1993)-  38 48 19.54958(N)    077 27 56.00353(W)     ADJUSTED  
 HV8356* NAVD 88     -        62.9    (meters)     206.     (feet)  VERTCON   
 HV8356  ___________________________________________________________________
 HV8356  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 HV8356  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8356
 HV8356  HORZ ORDER  -  SECOND
 HV8356
 HV8356.The horizontal coordinates were established by classical geodetic methods
 HV8356.and adjusted by the National Geodetic Survey in November 1994..
 HV8356
 HV8356.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8356
 HV8356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8356
 HV8356.The geoid height was determined by GEOID03.
 HV8356
 HV8356;                    North         East     Units Scale Factor Converg.
 HV8356;SPC VA N     - 2,126,908.408 3,589,848.963   MT  0.99995375   +0 38 44.2
 HV8356;SPC VA N     - 6,978,032.00 11,777,696.14   sFT  0.99995375   +0 38 44.2
 HV8356;UTM  18      - 4,298,073.117   285,905.327   MT  1.00016447   -1 32 44.5
 HV8356
 HV8356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8356!SPC VA N     -   0.99999514  x   0.99995375  =   0.99994889
 HV8356!UTM  18      -   0.99999514  x   1.00016447  =   1.00015961
 HV8356
 HV8356                          SUPERSEDED SURVEY CONTROL
 HV8356
 HV8356  NAD 83(1993)-  38 48 19.54832(N)    077 27 56.01070(W) AD(       ) 2
 HV8356  NAD 83(1986)-  38 48 19.54866(N)    077 27 56.01628(W) AD(       ) 2
 HV8356  NGVD 29 (01/12/90)   63.1    (m)          207.     (f) VERT ANG       
 HV8356
 HV8356.Superseded values are not recommended for survey control.
 HV8356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8356.See file dsdata.txt to determine how the superseded data were derived.
 HV8356
 HV8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8590598073(NAD 83)
 HV8356_MARKER: Z = SEE DESCRIPTION
 HV8356_SETTING: 0 = UNSPECIFIED SETTING
 HV8356_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8356
 HV8356  HISTORY     - Date     Condition        Report By
 HV8356  HISTORY     - 1975     MONUMENTED       VA-059
 HV8356
 HV8356                          STATION DESCRIPTION
 HV8356
 HV8356'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8356'THE STATION IS LOCATED ABOUT 5.49 MILES NORTHWEST OF CLIFTON, 3.09
 HV8356'MILES SOUTHWEST OF CENTREVILLE AND 0.95 MILES SOUTHWEST OF COMPTONS
 HV8356'CORNER OFF OF COMPTON ROAD ON THE MITCHELL PROPERTY. SEE FAIRFAX
 HV8356'COUNTY TAX MAP 73-2.
 HV8356'
 HV8356'TO REACH THE STATION FROM THE INTERSECTION OF LEE HIGHWAY ROUTE
 HV8356'29-211 AND SULLY ROAD ROUTE 28 IN CENTREVIULLE, PROCED SOUTH ON SULLY
 HV8356'ROAD TO THE INTERSECTION WITH COMPTON ROAD ROUTE 658. TURN RIGHT,
 HV8356'NORTHWEST, AND CONTINUE NORTHWEST WITH COMPTON ROAD FOR 0.5 MILES TO
 HV8356'THE INTERSECTION WITH A PRIVATE DRIVE ON THE LEFT, MITCHELL PROPERTY.
 HV8356'TURN LEFT, SOUTHWEST ONTO THE DRIVE AND FOLLOW SAME FOR 0.8 MILES TO
 HV8356'A FIELD ENTRANCE ON THE LEFT JUST BEFORE A SET OF BRICK DRIVEWAY
 HV8356'COLUMNS. TURN LEFT SOUTHEAST INTO THE FIELD AND CONTINUE ALONG THE
 HV8356'FENCE LINE FOR 0.1 MILES TO AN ENTRANCE ON THE RIGHT BETWEEN SOME
 HV8356'CEDAR TREES. TURN RIGHT SOUTHWEST, INTO THE FIELD. THE STATION IS
 HV8356'APPROXIMATELY IN THE CENTER OF THE FIELD CLOSE TO THE UPPER GARDEN.
 HV8356'
 HV8356'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8356'CO DPW SUR--- IN THE GROUND APPROXIMATELY 12 INCHES BELOW THE GROUND
 HV8356'SURFACE LOCATED 700 FEET SE FROM THE BACK OF A TWO STORY FRAME HOUSE.
 HV8356'
 HV8356'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN A 12 INCH CEDAR.
 HV8356'
 HV8356'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN AN 18 INCH CEDAR LOCATED
 HV8356'50 FEET S FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8354 ***********************************************************************
 HV8354  DESIGNATION -  BULL 2
 HV8354  PID         -  HV8354
 HV8354  STATE/COUNTY-  VA/FAIRFAX
 HV8354  USGS QUAD   -  MANASSAS (1994)
 HV8354
 HV8354                         *CURRENT SURVEY CONTROL
 HV8354  ___________________________________________________________________
 HV8354* NAD 83(1993)-  38 48 40.61383(N)    077 27 52.11207(W)     ADJUSTED  
 HV8354* NAVD 88     -        61.3    (meters)     201.     (feet)  VERTCON   
 HV8354  ___________________________________________________________________
 HV8354  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 HV8354  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8354
 HV8354  HORZ ORDER  -  SECOND
 HV8354
 HV8354.The horizontal coordinates were established by classical geodetic methods
 HV8354.and adjusted by the National Geodetic Survey in November 1994..
 HV8354
 HV8354.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8354
 HV8354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8354
 HV8354.The geoid height was determined by GEOID03.
 HV8354
 HV8354;                    North         East     Units Scale Factor Converg.
 HV8354;SPC VA N     - 2,127,558.946 3,589,935.522   MT  0.99995409   +0 38 46.6
 HV8354;SPC VA N     - 6,980,166.31 11,777,980.13   sFT  0.99995409   +0 38 46.6
 HV8354;UTM  18      - 4,298,720.005   286,016.721   MT  1.00016388   -1 32 42.8
 HV8354
 HV8354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8354!SPC VA N     -   0.99999538  x   0.99995409  =   0.99994947
 HV8354!UTM  18      -   0.99999538  x   1.00016388  =   1.00015925
 HV8354
 HV8354                          SUPERSEDED SURVEY CONTROL
 HV8354
 HV8354  NAD 83(1993)-  38 48 40.61260(N)    077 27 52.11947(W) AD(       ) 2
 HV8354  NAD 83(1986)-  38 48 40.61290(N)    077 27 52.12481(W) AD(       ) 2
 HV8354  NGVD 29 (01/12/90)   61.6    (m)          202.     (f) VERT ANG       
 HV8354
 HV8354.Superseded values are not recommended for survey control.
 HV8354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8354.See file dsdata.txt to determine how the superseded data were derived.
 HV8354
 HV8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8601798720(NAD 83)
 HV8354_MARKER: Z = SEE DESCRIPTION
 HV8354_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8354_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8354_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8354
 HV8354  HISTORY     - Date     Condition        Report By
 HV8354  HISTORY     - 1975     MONUMENTED       VA-059
 HV8354
 HV8354                          STATION DESCRIPTION
 HV8354
 HV8354'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8354'THE STATION IS LOCATED ABOUT 8.8 MILES WEST OF FAIRFAX, 4.8 MILES
 HV8354'NORTHWEST OF CLIFTON, 2.8 MILES SOUTHWEST OF CENTREVILLE ALONG THE
 HV8354'NORTH SIDE OF THE DRIVEWAY LEADING TO 14705 COMPTON ROAD, THE
 HV8354'MITCHELL PROPERTY. SEE FAIRFAX COUNTY TAX MAP 64-4, REVISED TO 1-1-76.
 HV8354'
 HV8354'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 29-211, LEE HIGHWAY,
 HV8354'AND ROUTE 28, SULLY ROAD, IN CENTREVILLE, GO SOUTH TO JUNCTION OF
 HV8354'ROUTE 658, COMPTON ROAD, TURN RIGHT AND GO NORTHWEST 0.5 MILES ON
 HV8354'ROUTE 658 TO A PRIVATE DRIVE ON THE LEFT LEADING TO THE MITCHELL
 HV8354'PROPERTY. TURN LEFT AND GO SOUTHWEST ON DRIVE 0.5 MILES THROUGH THE
 HV8354'SECOND CURVE AND STATION ON THE RIGHT.
 HV8354'
 HV8354'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8354'CO DPW SUR--- IN THE GROUND 12 INCHES BELOW THE SURFACE WITH ADDED
 HV8354'RAILROAD SPIKES TO AID IN MAGNETIC DETECTION. LOCATED 20 FEET W FROM
 HV8354'THE CENTERLINE OF THE DRIVEWAY.
 HV8354'
 HV8354'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF A 3 INCH PINE
 HV8354'TREE.
 HV8354'
 HV8354'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF A 3 INCH OAK
 HV8354'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8355 ***********************************************************************
 HV8355  DESIGNATION -  BULL 3
 HV8355  PID         -  HV8355
 HV8355  STATE/COUNTY-  VA/FAIRFAX
 HV8355  USGS QUAD   -  MANASSAS (1994)
 HV8355
 HV8355                         *CURRENT SURVEY CONTROL
 HV8355  ___________________________________________________________________
 HV8355* NAD 83(1993)-  38 48 44.57209(N)    077 27 48.48681(W)     ADJUSTED  
 HV8355* NAVD 88     -        58.9    (meters)     193.     (feet)  VERTCON   
 HV8355  ___________________________________________________________________
 HV8355  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 HV8355  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8355
 HV8355  HORZ ORDER  -  SECOND
 HV8355
 HV8355.The horizontal coordinates were established by classical geodetic methods
 HV8355.and adjusted by the National Geodetic Survey in November 1994..
 HV8355
 HV8355.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8355
 HV8355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8355
 HV8355.The geoid height was determined by GEOID03.
 HV8355
 HV8355;                    North         East     Units Scale Factor Converg.
 HV8355;SPC VA N     - 2,127,681.979 3,590,021.600   MT  0.99995415   +0 38 48.9
 HV8355;SPC VA N     - 6,980,569.96 11,778,262.53   sFT  0.99995415   +0 38 48.9
 HV8355;UTM  18      - 4,298,839.681   286,107.460   MT  1.00016340   -1 32 40.6
 HV8355
 HV8355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8355!SPC VA N     -   0.99999575  x   0.99995415  =   0.99994990
 HV8355!UTM  18      -   0.99999575  x   1.00016340  =   1.00015915
 HV8355
 HV8355                          SUPERSEDED SURVEY CONTROL
 HV8355
 HV8355  NAD 83(1993)-  38 48 44.57087(N)    077 27 48.49425(W) AD(       ) 2
 HV8355  NAD 83(1986)-  38 48 44.57117(N)    077 27 48.49954(W) AD(       ) 2
 HV8355  NGVD 29 (01/12/90)   59.2    (m)          194.     (f) VERT ANG       
 HV8355
 HV8355.Superseded values are not recommended for survey control.
 HV8355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8355.See file dsdata.txt to determine how the superseded data were derived.
 HV8355
 HV8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8610798840(NAD 83)
 HV8355_MARKER: Z = SEE DESCRIPTION
 HV8355_SETTING: 0 = UNSPECIFIED SETTING
 HV8355_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8355
 HV8355  HISTORY     - Date     Condition        Report By
 HV8355  HISTORY     - 1975     MONUMENTED       VA-059
 HV8355
 HV8355                          STATION DESCRIPTION
 HV8355
 HV8355'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8355'THE STATION IS LOCATED ABOUT 8.8 MILES WEST OF FAIRFAX, 4.8 MILES
 HV8355'NORTHWEST OF CLIFTON, 2.8 MILES SOUTHWEST OF CENTREVILLE OFF COMPTON
 HV8355'ROAD AND OFF THE EDGE OF A PRIVATE DRIVE 0.4 MILES UP DRIVE FROM
 HV8355'COMPTON ROAD. SEE FAIRFAX COUNTY TAX MAP 64-4.
 HV8355'
 HV8355'TO REACH THE STATION FROM THE INTERSECTION OF LEE HIGHWAY, ROUTE
 HV8355'29-211, AND SULLY ROAD, ROUTE 28, IN CENTREVILLE, PROCEED SOUTH ON
 HV8355'SULLY ROAD TO THE INTERSECTION WITH COMPTON ROAD, ROUTE 658. TURN
 HV8355'RIGHT, NORTHWEST AND CONTINUE NORTHWESTERLY WITH COMPTON ROAD FOR 0.5
 HV8355'MILES TO THE INTERSECTION WITH A PRIVATE DRIVE ON THE LEFT, MITCHELL
 HV8355'PROPERTY. TURN LEFT, SOUTHWEST ONTO THE DRIVE AND FOLLOW SAME FOR 0.4
 HV8355'MILES THROUGH THE FIRST CURVE AND NOT AS FAR AS A 36 INCH CORRUGATED
 HV8355'METAL PIPE CROSSING UNDER THE DRIVE. THE STATION IS ON THE RIGHT.
 HV8355'
 HV8355'THE STATION IS AN IRON PIN AND YELLOW CAP STAMPED---FAIRFAX CO DPW
 HV8355'SUR--- IN THE GROUND APPROXIMATELY 1.2 INCHES BELOW THE SURFACE,
 HV8355'LOCATED 30.0 FEET N FROM THE CENTER LINE OF THE DRIVE.
 HV8355'
 HV8355'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN A THREE INCH PINE TREE
 HV8355'LOCATED 46 FEET N FROM THE CENTER LINE OF DRIVE, AND 25 FEET NE FROM
 HV8355'THE NORTH END OF THE PIPE.
 HV8355'
 HV8355'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THREE INCH PINE TREE
 HV8355'LOCATED 53 FEET N FROM THE CENTER LINE OF DRIVE, AND 20 FEET NE FROM
 HV8355'RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5568 ***********************************************************************
 HV5568  DESIGNATION -  BULL RUN
 HV5568  PID         -  HV5568
 HV5568  STATE/COUNTY-  VA/FAUQUIER
 HV5568  USGS QUAD   -  MIDDLEBURG (1981)
 HV5568
 HV5568                         *CURRENT SURVEY CONTROL
 HV5568  ___________________________________________________________________
 HV5568* NAD 83(1993)-  38 52 53.66490(N)    077 42 11.75491(W)     ADJUSTED  
 HV5568* NAVD 88     -       419.     (meters)    1375.     (feet)  VERTCON   
 HV5568  ___________________________________________________________________
 HV5568  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 HV5568  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV5568
 HV5568  HORZ ORDER  -  FIRST
 HV5568
 HV5568.The horizontal coordinates were established by classical geodetic methods
 HV5568.and adjusted by the National Geodetic Survey in November 1994..
 HV5568
 HV5568.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5568
 HV5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5568
 HV5568.The geoid height was determined by GEOID03.
 HV5568
 HV5568;                    North         East     Units Scale Factor Converg.
 HV5568;SPC VA N     - 2,135,154.641 3,569,129.466   MT  0.99995898   +0 29 50.1
 HV5568;SPC VA N     - 7,005,086.52 11,709,718.92   sFT  0.99995898   +0 29 50.1
 HV5568;UTM  18      - 4,307,108.562   265,511.186   MT  1.00027713   -1 41 51.5
 HV5568
 HV5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5568!SPC VA N     -   0.99993934  x   0.99995898  =   0.99989832
 HV5568!UTM  18      -   0.99993934  x   1.00027713  =   1.00021646
 HV5568
 HV5568:                Primary Azimuth Mark                     Grid Az
 HV5568:SPC VA N     -  LEESBURG                                 019 55 20.8
 HV5568:UTM  18      -  LEESBURG                                 022 07 02.4
 HV5568
 HV5568|---------------------------------------------------------------------|
 HV5568| PID    Reference Object                     Distance      Geod. Az  |
 HV5568|                                                           dddmmss.s |
 HV5568| JV4635 LEESBURG                            APPROX.29.4 KM 0202510.9 |
 HV5568| DC6748 BULL RUN RM 1                         7.513 METERS 09715     |
 HV5568| DC6749 BULL RUN RM 1 OLD                                  09716     |
 HV5568| DC6746 BULL RUN AZ MK                                     1402732.4 |
 HV5568| DC6750 BULL RUN RM 2                         7.352 METERS 18232     |
 HV5568| DC6751 BULL RUN RM 2 OLD                                  18235     |
 HV5568| DC6745 BULL RUN RM AZIMUTH                                2012332.8 |
 HV5568| DC6747 BULL RUN AZ MK RESET                               2462547.5 |
 HV5568| HW3241 AIRWAY BEACON 35                    APPROX.29.0 KM 2872310.8 |
 HV5568| HV5621 BURRLAND FARMS TANK                 APPROX. 8.8 KM 3291228.2 |
 HV5568|---------------------------------------------------------------------|
 HV5568
 HV5568                          SUPERSEDED SURVEY CONTROL
 HV5568
 HV5568  NAD 83(1993)-  38 52 53.66506(N)    077 42 11.76417(W) AD(       ) 1
 HV5568  NAD 83(1986)-  38 52 53.66527(N)    077 42 11.76542(W) AD(       ) 1
 HV5568  NAD 27      -  38 52 53.26000(N)    077 42 12.78600(W) AD(       ) 1
 HV5568  NGVD 29 (07/19/86)  419.     (m)         1375.     (f) VERT ANG       
 HV5568
 HV5568.Superseded values are not recommended for survey control.
 HV5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5568.See file dsdata.txt to determine how the superseded data were derived.
 HV5568
 HV5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6551107109(NAD 83)
 HV5568_MARKER: B = BOLT
 HV5568_SETTING: 66 = SET IN ROCK OUTCROP
 HV5568_SP_SET: PARTIALLY EXPOSED BEDROCK
 HV5568
 HV5568  HISTORY     - Date     Condition        Report By
 HV5568  HISTORY     - 1871     MONUMENTED       CGS
 HV5568  HISTORY     - 1892     SEE DESCRIPTION  CGS
 HV5568  HISTORY     - 1927     GOOD             CGS
 HV5568  HISTORY     - 1942     GOOD             CGS
 HV5568  HISTORY     - 1943     GOOD             CGS
 HV5568  HISTORY     - 1954     GOOD             CGS
 HV5568  HISTORY     - 1957     GOOD             CGS
 HV5568  HISTORY     - 1959     GOOD             CGS
 HV5568
 HV5568                          STATION DESCRIPTION
 HV5568
 HV5568'DESCRIBED BY COAST AND GEODETIC SURVEY 1892
 HV5568'ON THE HIGHEST SUMMIT OF THE RANGE CALLED THE BULL RUN MOUNTAINS,
 HV5568'1 MILE ENE OF THE LITTLE VILLAGE OF HOPEWELL, 4-1/2 MILES IN THE
 HV5568'SAME DIRECTION FROM PLAINS RAILWAY STATION, AND ABOUT 4 MILES
 HV5568'WESTERLY FROM BROAD RUN RAILWAY STATION.  THE TOP OF THE MOUNTAIN
 HV5568'IS MADE UP OF A COLLECTION OF LARGE ROCKS.  THE STATION IS MARKED
 HV5568'BY A BRASS BOLT.  REFERENCE MARKS, CONSISTING OF SQUARE CUTS IN
 HV5568'THE ROCK WITH DIAGONALS POINTING TOWARD THE STATION AND HOLES
 HV5568'DRILLED AT THE CENTERS, WERE MADE ON FOUR SIDES.  DISTANCES
 HV5568'AND BEARINGS FROM THE STATION TO THE REFERENCE MARKS ARE AS
 HV5568'FOLLOWS-- 6.33 METERS (20.77 FEET), N 007 DEG 55 MIN W.  7.54 METERS
 HV5568'(24.74 FEET), S 082 DEG 53 MIN E.  7.33 METERS (24.05 FEET),
 HV5568'S 002 DEG 45 MIN W.  5.54 METERS (18.18 FEET), S 069 DEG 54 MIN W.
 HV5568
 HV5568                          STATION RECOVERY (1927)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (WM)
 HV5568'FOUND AS DESCRIBED.  COPPER BOLT IS BATTERED, BUT IN GOOD
 HV5568'CONDITION.  3.85-FOOT STAND USED.  NEW REFERENCE MARKS SET IN
 HV5568'ROCK.
 HV5568
 HV5568                          STATION RECOVERY (1942)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5568'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 HV5568'CONDITION.  FOLLOWING IS A NEW DESCRIPTION--
 HV5568'
 HV5568'THE STATION IS LOCATED ABOUT 4 MILES E OF THE PLAINS, AND 7 MILES
 HV5568'SSE OF MIDDLEBURG, ON THE HIGHEST POINT OF THE RANGE CALLED BULL
 HV5568'RUN MOUNTAIN, AND ON PROPERTY OWNED JOINTLY BY CHARLIE GEORGE,
 HV5568'IRVING PAYNE, AND ETHEL COX.  IT IS THE ORIGINAL COPPER BOLT
 HV5568'SET IN BEDROCK ABOUT 10 BY 12 INCHES IN DIAMETER, AND PROJECTS 2
 HV5568'INCHES.
 HV5568'
 HV5568'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN BEDROCK ABOUT 2
 HV5568'BY 3 FEET IN DIAMETER, AND PROJECTS 1 FOOT.  THE DISK IS STAMPED
 HV5568'BULL RUN, NO. 1, 1927.  NOTE 12A.
 HV5568'
 HV5568'REFERENCE MARK NO. 2 IS SE OF THE STATION, SET IN BEDROCK
 HV5568'OUTCROP, ABOUT 5 BY 7 FEET IN DIAMETER, AND PROJECTS 2 FEET.  THE
 HV5568'DISK IS STAMPED BULL RUN, NO. 2, 1927.  NOTE 12A.
 HV5568'
 HV5568'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 25 FEET E
 HV5568'OF THE CENTER OF COUNTY ROAD 629, AND 0.05 MILE N OF THE TURN ON
 HV5568'WOODS ROAD TO THE STATION.  THE DISK IS STAMPED BULL RUN 1942 AND
 HV5568'PROJECTS 2 INCHES.  NOTE 11A.  TO REACH FROM THE STATION, GO BACK
 HV5568'TO COUNTY ROAD 629.  TURN LEFT AND GO 0.05 MILE TO THE MARK ON
 HV5568'THE RIGHT.
 HV5568'
 HV5568'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 55 AND 15
 HV5568'IN THE PLAINS.  GO N ON STATE ROUTE 15 FOR 0.2 MILE JUST AFTER
 HV5568'CROSSING RAILROAD TRACKS.  TURN RIGHT ON COUNTY ROAD 601 AND GO
 HV5568'NE FOR 4.0 MILES TO A SIDE ROAD LEFT, COUNTY ROAD 629.  TURN LEFT
 HV5568'ON COUNTY ROAD 629 AND GO N FOR 0.95 MILE TO A WOODS ROAD LEFT.
 HV5568'TURN LEFT AND GO 0.05 MILE TO A FORKS, BEAR LEFT AND GO 0.05
 HV5568'MILE TO ANOTHER FORKS AND A TRIANGULAR-BLAZED 12-INCH OAK TREE.
 HV5568'BEAR LEFT ON MAIN-TRAVELED WOODS ROAD AND GO 0.3 MILE TO
 HV5568'ANOTHER FORKS.  BEAR RIGHT AND FOLLOW DEEP RUTS FOR 0.45 MILE TO
 HV5568'END OF TRUCK TRAVEL, GO LEFT UP RIDGE FOR ABOUT 50 YARDS TO
 HV5568'THE TOP, THENCE RIGHT ALONG TOP FOR ABOUT 175 YARDS TO
 HV5568'STATION SITE.
 HV5568'
 HV5568'A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HV5568
 HV5568                          STATION RECOVERY (1943)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5568'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 HV5568'GOOD CONDITION.  THERE IS A SLIGHT DIFFERENCE IN THE DIRECTION
 HV5568'TO REFERENCE MARK NO. 1.  DESCRIPTION FOLLOWS--
 HV5568'
 HV5568'STATION IS LOCATED ABOUT 6 MILES NW OF HAYMARKET ON THE HIGHEST
 HV5568'POINT OF THE RANGE CALLED BULL RUN MOUNTAIN AND ON PROPERTY
 HV5568'OWNED JOINTLY BY CHARLIE GEORGE, IRVING PAYNE, AND ETHEL COX.
 HV5568'IT IS THE ORIGINAL COPPER BOLT SET IN BEDROCK ABOUT 10 INCHES BY
 HV5568'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES.
 HV5568'
 HV5568'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN BEDROCK ABOUT 2
 HV5568'FEET BY 3 FEET IN DIAMETER AND PROJECTS 1 FOOT.  IT IS STAMPED
 HV5568'BULL RUN NO. 1 1927.  (NOTE 12A.)
 HV5568'
 HV5568'REFERENCE MARK NO. 2 IS SE OF THE STATION, SET IN BEDROCK ABOUT 5
 HV5568'FEET BY 7 FEET IN DIAMETER AND PROJECTS 2 FEET.  IT IS STAMPED
 HV5568'BULL RUN NO. 2 1927.  (NOTE 12A.)
 HV5568'
 HV5568'THE AZIMUTH MARK IS E OF THE STATION, 17 FEET E OF THE CENTER LINE
 HV5568'OF COUNTY ROAD 629 AND 0.05 MILE N OF A TURN ON WOODS ROAD TO THE
 HV5568'STATION, 9 FEET NW OF A TRIANGULAR-BLAZED 6-INCH TREE AND 5 FEET
 HV5568'NE OF A WHITE REFERENCE POST.  IT IS STAMPED BULL RUN 1942 AND
 HV5568'PROJECTS 2 INCHES.  (NOTE 11A.)
 HV5568'
 HV5568'TO REACH THE STATION FROM THE CROSS ROAD IN HAYMARKET, GO NW ON
 HV5568'STATE HIGHWAY 55 FOR 1.1 MILES TO A FORKS.  THEN RIGHT FORK
 HV5568'(GRAVEL), COUNTY ROAD 681, FOR 3.4 MILES TO A T-INTERSECTION.
 HV5568'THEN LEFT FOR 1.25 MILES ON COUNTY ROAD 601.  THEN RIGHT ON A
 HV5568'SIDE ROAD, COUNTY ROAD 629 FOR 0.95 MILE TO A WOODS ROAD ON THE
 HV5568'LEFT.* TURN LEFT ON WOODS ROAD FOR 0.05 MILE TO A FORKS.  THEN
 HV5568'LEFT FORK FOR 0.05 MILE TO ANOTHER FORK AND A TRIANGULAR BLAZE
 HV5568'ON A 12-INCH OAK TREE.  THEN LEFT FORK FOR 0.3 MILE TO ANOTHER
 HV5568'FORKS.  THEN RIGHT FOR 0.45 MILE TO THE END OF TRUCK TRAVEL.
 HV5568'BEAR LEFT AND FOLLOW BLAZED TRAIL TO THE TOP OF THE RIDGE
 HV5568'AND STATION.  APPROXIMATELY 225 YARDS PACK.
 HV5568'
 HV5568'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON
 HV5568'COUNTY ROAD 629 FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HV5568'
 HV5568'A 50-FOOT SIGNAL AT ALDIE 1942, A 90-FOOT SIGNAL AT FAIRVIEW,
 HV5568'A 90-FOOT SIGNAL AT MANASSAS, A 90-FOOT SIGNAL AT GAINESVILLE
 HV5568'AND A 90-FOOT SIGNAL AT GREENWICH 1942 ARE VISIBLE AT 37 FEET.
 HV5568
 HV5568                          STATION RECOVERY (1954)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5568'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.B.Q.
 HV5568'IN 1943.  THE REFERENCE MARKS AND AZIMUTH MARK ARE IN GOOD
 HV5568'CONDITION.  CONSIDERABLE CLEARING IS NEEDED TO SEE THE AZIMUTH
 HV5568'MARK FROM THE GROUND.  NO OBSERVATIONS OR MEASUREMENTS WERE MADE
 HV5568'AT THIS TIME.
 HV5568'
 HV5568'THE OLD WOODS ROAD, MENTIONED IN THE 1943 DESCRIPTION, ARE
 HV5568'BLOCKED BY SECOND GROWTH AND FALLEN TREES, IF PACKING TO THE
 HV5568'STATION, THE FOLLOWING ROUTE IS SUGGESTED--
 HV5568'
 HV5568'FROM THE CROSSROAD, ABOUT 0.05 MI. SE OF THE AZIMUTH MARK, GO NW
 HV5568'ON A GRAVEL ROAD FOR 0.25 MI. TO A SIDE ROAD LEFT, TURN LEFT AND
 HV5568'FOLLOW THE ROAD UP HILL FOR 0.25 MI. TO THE END OF A STONE QUARRY.
 HV5568'FROM HERE, PACK UP THE STEEP HILL FOR ABOUT 0.2 MI. TO THE TOP AND
 HV5568'THE STATION SITE.
 HV5568
 HV5568                          STATION RECOVERY (1957)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV5568'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO 2 WERE
 HV5568'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 HV5568'MARK WAS RECOVERED BUT DUE TO A SECOND GROUTH OF TREES IT WAS NO
 HV5568'LONGER VISIBLE FROM THE GROUND.  THIS AZIMUTH MARK WAS DESTROYED
 HV5568'AND A NEW AZIMUTH MARK ESTABLISHED.  THE TO REACH IS NO LONGER
 HV5568'ADEQUATE SO A NEW TO REACH FOLLOWS.
 HV5568'
 HV5568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY
 HV5568'55 AT THE WEST EDGE OF HAYMARKET, GO WEST ON STATE HIGHWAY 55 FOR
 HV5568'0.6 MILE TO A SIDE ROAD RIGHT, (COUNTY ROAD 681) TURN RIGHT ON
 HV5568'COUNTY ROAD 681 FOR 3.3 MILES TO A T ROAD, TURN LEFT ON COUNTY
 HV5568'ROAD 601 FOR 0.15 MILE TO A SIDE ROAD RIGHT, (COUNTY ROAD 600)
 HV5568'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD (COUNTY ROAD 601) FOR 0.9
 HV5568'MILE TO A SIDE ROAD RIGHT AT SIGN MOWERS QUARRIES, TURN RIGHT
 HV5568'FOR 0.6 MILE TO A ROAD FORK, KEEP RIGHT FORK FOR 0.25 MILE TO A
 HV5568'CROSS ROAD, TURN LEFT FOR 0.05 MILE TO A FORK, TAKE LEFT FORK
 HV5568'AND GO 0.05 MILE TO A FORK, TAKE LEFT FORK FOR 0.2 MILE TO A
 HV5568'INTERSECTION WITH THE MAIN WOODS ROAD, KEEP STRAIGHT AHEAD, UP
 HV5568'HILL, FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.4
 HV5568'MILE TO A DIM FORK AND THE END OF TRUCK TRAVEL FOR STANDARD
 HV5568'DRIVE TRUCKS.  IT IS POSSIBLE TO DRIVE A JEEP FROM HERE TO
 HV5568'ABOUT 150 FEET OF THE STATION.  FROM THE DIM FORK TURN
 HV5568'LEFT UP THE STEEP GRADE TO THE TOP OF THE RIDGE THEN BARE
 HV5568'RIGHT ALONG THE TOP OF THE RIDGE FOR ABOUT 0.2 MILE TO THE
 HV5568'STATION AT THE TOP OF THE MOUNTAIN.
 HV5568'
 HV5568'AZIMUTH MARK IS A STANDARD DISK STAMPED BULL RUN RESET 1957, SET
 HV5568'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 18 FEET
 HV5568'SOUTHWEST OF THE CENTER OF COUNTY ROAD 601, 0.05 MILE NORTHWEST
 HV5568'OF A SIDE ROAD LEADING EAST AND 3 FEET NORTHEAST OF A FENCE LINE.
 HV5568'A STANDARD WITNESS POST WAS SET 2 FEET NORTHWEST OF THE MARK.
 HV5568'
 HV5568'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 601
 HV5568'AND THE SIDE ROAD RIGHT AT SIGN MOWERS QUARRIES, GO NORTHWESTERLY
 HV5568'ON COUNTY ROAD 601 FOR 1.45 MILE TO A SIDE ROAD RIGHT, CONTINUE
 HV5568'STRAIGHT AHEAD FOR 0.05 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HV5568
 HV5568                          STATION RECOVERY (1959)
 HV5568
 HV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5568'STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 HV5568'AS DESCRIBED IN 1957 AND ARE IN GOOD CONDITION.  THE 1957
 HV5568'DESCRIPTION TO REACH THE STATION AND THE AZIMUTH MARK IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1362 ***********************************************************************
 FZ1362  DESIGNATION -  BULL USGS 1918
 FZ1362  PID         -  FZ1362
 FZ1362  STATE/COUNTY-  VA/PATRICK
 FZ1362  USGS QUAD   -  PATRICK SPRINGS (1985)
 FZ1362
 FZ1362                         *CURRENT SURVEY CONTROL
 FZ1362  ___________________________________________________________________
 FZ1362* NAD 83(1993)-  36 41 34.80846(N)    080 13 29.18515(W)     ADJUSTED  
 FZ1362* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 FZ1362  ___________________________________________________________________
 FZ1362  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FZ1362  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 FZ1362
 FZ1362  HORZ ORDER  -  SECOND
 FZ1362
 FZ1362.The horizontal coordinates were established by classical geodetic methods
 FZ1362.and adjusted by the National Geodetic Survey in September 1995..
 FZ1362
 FZ1362.The orthometric height was scaled from a topographic map.
 FZ1362
 FZ1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1362
 FZ1362.The geoid height was determined by GEOID03.
 FZ1362
 FZ1362;                    North         East     Units Scale Factor Converg.
 FZ1362;SPC VA S     - 1,041,322.302 3,345,866.391   MT  1.00001419   -1 02 48.5
 FZ1362;SPC VA S     - 3,416,404.92 10,977,229.98   sFT  1.00001419   -1 02 48.5
 FZ1362;UTM  17      - 4,061,096.961   569,253.517   MT  0.99965909   +0 27 47.7
 FZ1362
 FZ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1362!SPC VA S     -   0.99985148  x   1.00001419  =   0.99986566
 FZ1362!UTM  17      -   0.99985148  x   0.99965909  =   0.99951062
 FZ1362
 FZ1362                          SUPERSEDED SURVEY CONTROL
 FZ1362
 FZ1362  NAD 83(1986)-  36 41 34.81175(N)    080 13 29.18477(W) AD(       ) 2
 FZ1362  NAD 27      -  36 41 34.33000(N)    080 13 29.99800(W) AD(       ) 2
 FZ1362
 FZ1362.Superseded values are not recommended for survey control.
 FZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1362.See file dsdata.txt to determine how the superseded data were derived.
 FZ1362
 FZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6925461097(NAD 83)
 FZ1362_MARKER: Z = SEE DESCRIPTION
 FZ1362_SETTING: 0 = UNSPECIFIED SETTING
 FZ1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1362
 FZ1362  HISTORY     - Date     Condition        Report By
 FZ1362  HISTORY     - 1918     MONUMENTED       USGS
 FZ1362
 FZ1362                          STATION DESCRIPTION
 FZ1362
 FZ1362'DESCRIBED BY US GEOLOGICAL SURVEY 1918 (CLG)
 FZ1362'ABOUT 4 MILES NORTH-NORTHWEST OF PATRICK SPRINGS POST OFFICE,
 FZ1362'AND ABOUT 4-1/2 MILES NORTH-NORTHEAST OF STUART, ON HIGHEST
 FZ1362'PART OF BULL MOUNTAIN.  TYPE OF MARK NOT DESCRIBED.  STATION
 FZ1362'BULL) IS 5.48 METERS (18.0 FEET) FROM
 FZ1362'STATION N 8 DEG 30 MIN W.
 FZ1362'
 FZ1362'TO REACH THE STATION FROM THE COURTHOUSE IN STUART, GO EAST ON
 FZ1362'U.S. HIGHWAY 58 FOR 1.1 MILES TO A Y-FORK WITH THE R.J. REYNOLDS,
 FZ1362'PATRICK COUNTY MEMORIAL HOSPITAL ON THE RIGHT.  TURN LEFT (OLD
 FZ1362'U.S. HIGHWAY 58) ON A PAVED ROAD AND GO 0.4 MILE TO COUNTY
 FZ1362'ROAD 687 LEFT.  TURN LEFT UP HILL AND GO 2.1 MILES TO A PIPE
 FZ1362'GATE ON THE LEFT.  PASS THROUGH THE GATE AND FOLLOW THE FIRE
 FZ1362'ROAD FOR 2.4 MILES TO A TELEPHONE LINE ON THE RIGHT AND FORK.
 FZ1362'KEEP LEFT ON THE MAIN ROAD AND CONTINUE UP THE HILL FOR 1.2
 FZ1362'MILES TO THE TOP OF MOUNTAIN, FIRE TOWER AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4799 ***********************************************************************
 GV4799  DESIGNATION -  BULLOCK
 GV4799  PID         -  GV4799
 GV4799  STATE/COUNTY-  VA/KING WILLIAM
 GV4799  USGS QUAD   -  WEST POINT (1986)
 GV4799
 GV4799                         *CURRENT SURVEY CONTROL
 GV4799  ___________________________________________________________________
 GV4799* NAD 83(1993)-  37 35 31.90542(N)    076 52 06.02243(W)     ADJUSTED  
 GV4799* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 GV4799  ___________________________________________________________________
 GV4799  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV4799  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 GV4799
 GV4799  HORZ ORDER  -  FIRST
 GV4799
 GV4799.The horizontal coordinates were established by classical geodetic methods
 GV4799.and adjusted by the National Geodetic Survey in November 1994..
 GV4799
 GV4799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4799
 GV4799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4799
 GV4799.The geoid height was determined by GEOID03.
 GV4799
 GV4799;                    North         East     Units Scale Factor Converg.
 GV4799;SPC VA S     - 1,140,948.602 3,644,088.780   MT  0.99995307   +0 59 25.1
 GV4799;SPC VA S     - 3,743,262.21 11,955,647.94   sFT  0.99995307   +0 59 25.1
 GV4799;UTM  18      - 4,162,210.819   335,053.037   MT  0.99993513   -1 08 24.0
 GV4799
 GV4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4799!SPC VA S     -   0.99999918  x   0.99995307  =   0.99995225
 GV4799!UTM  18      -   0.99999918  x   0.99993513  =   0.99993431
 GV4799
 GV4799|---------------------------------------------------------------------|
 GV4799| PID    Reference Object                     Distance      Geod. Az  |
 GV4799|                                                           dddmmss.s |
 GV4799| GV4893 BULLOCK 2                            22.537 METERS 04743     |
 GV4799| DC9027 BULLOCK RM 1                         15.367 METERS 06807     |
 GV4799| GV4878 WEST POINT S B HENSON TANK          APPROX. 7.3 KM 1345040.0 |
 GV4799| GV4873 WEST POINT CHESAPEAKE LGE TK        APPROX. 7.9 KM 1345130.8 |
 GV4799| GV4875 WEST POINT CHESAPEAKE TALL STK      APPROX. 8.1 KM 1361328.6 |
 GV4799| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 9.3 KM 1365919.8 |
 GV4799| DC9028 BULLOCK RM 2                         28.033 METERS 21831     |
 GV4799| DC9029 BULLOCK RM 3                                       2383615.5 |
 GV4799| GV4951 LANESVILLE                          APPROX.10.4 KM 2795412.4 |
 GV4799|---------------------------------------------------------------------|
 GV4799
 GV4799                          SUPERSEDED SURVEY CONTROL
 GV4799
 GV4799  NAD 83(1986)-  37 35 31.90691(N)    076 52 06.03803(W) AD(       ) 1
 GV4799  NAD 27      -  37 35 31.38600(N)    076 52 07.17100(W) AD(       ) 1
 GV4799  NGVD 29 (07/19/86)   40.0    (m)          131.     (f) VERT ANG       
 GV4799
 GV4799.Superseded values are not recommended for survey control.
 GV4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4799.See file dsdata.txt to determine how the superseded data were derived.
 GV4799
 GV4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3505362211(NAD 83)
 GV4799_MARKER: DD = SURVEY DISK
 GV4799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4799_SP_SET: SQUARE CONCRETE MONUMENT
 GV4799_STAMPING: BULLOCK 1934
 GV4799_MARK LOGO: CGS   
 GV4799_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV4799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4799+STABILITY: SURFACE MOTION
 GV4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4799+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 GV4799
 GV4799  HISTORY     - Date     Condition        Report By
 GV4799  HISTORY     - 1934     MONUMENTED       CGS
 GV4799  HISTORY     - 1934     GOOD             CGS
 GV4799  HISTORY     - 1942     GOOD             CGS
 GV4799  HISTORY     - 1944     GOOD             CGS
 GV4799  HISTORY     - 1961     GOOD             CGS
 GV4799  HISTORY     - 1966     GOOD             CGS
 GV4799  HISTORY     - 1966     GOOD             CGS
 GV4799  HISTORY     - 19910417 GOOD             NOS
 GV4799  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4799  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV4799
 GV4799                          STATION DESCRIPTION
 GV4799
 GV4799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4799'STATION IS ABOUT 5.5 MILES NW OF WEST POINT, VIRGINIA, ON THE
 GV4799'PROPERTY OF R.H. BULLOCK.  ON TOP OF A PROMINENT KNOLL, 15.3
 GV4799'METERS NW OF NW CORNER OF BROWN 2-STORY FRAME DWELLING, 7.8
 GV4799'METERS SE OF 24-INCH CEDAR IN NW CORNER OF YARD, 8.55 METERS
 GV4799'NE OF 18-INCH LOCUST TREE, AND 15.15 METERS NNW OF 30-INCH
 GV4799'OAK TREE.  MARK PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 GV4799'
 GV4799'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4799'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, 11B,
 GV4799'AND 11A.
 GV4799'
 GV4799'REFERENCE MARK NO. 1 PROJECTS 5 INCHES.  IT IS 14 PACES E OF
 GV4799'24-INCH CEDAR IN NW CORNER OF YARD, 4 PACES NNW OF 12-INCH
 GV4799'CEDAR TREE, AND 22 PACES N OF NW CORNER OF 2-STORY FRAME
 GV4799'DWELLING.
 GV4799'
 GV4799'REFERENCE MARK NO. 2 PROJECTS 5 INCHES.  IT IS 1 PACE E OF
 GV4799'18-INCH LOCUST AND 8 PACES NNE OF 12-INCH LOCUST IN SW CORNER
 GV4799'OF YARD.
 GV4799'
 GV4799'REFERENCE MARK NO. 3 (AZIMUTH MARK) PROJECTS 5 INCHES.  IT
 GV4799'IS 7 PACES S OF CENTER LINE OF STATE HIGHWAY 30, 15 PACES S
 GV4799'OF POWER POLE NO. 1285, 7 PACES W OF LARGER OF 2 GUM TREES,
 GV4799'AND 7 PACES NNE OF 8-INCH WALNUT TREE.
 GV4799'
 GV4799'TO REACH FROM WEST POINT, VIRGINIA, GO NW FROM TRAFFIC LIGHT
 GV4799'AT THE INTERSECTION OF STATE HIGHWAY 30 WITH HIGHWAY 4, ALONG
 GV4799'STATE HIGHWAY 30, 5.5 MILES TO PROPERTY AND BROWN 2-STORY FRAME
 GV4799'HOUSE OF R.H. BULLOCK.  THIS HOUSE IS 100 YARDS N OF STATE HIGHWAY
 GV4799'30 ALONG A PRIVATE LANE THAT CROSSES STATE HIGHWAY 30.  THIS
 GV4799'HOUSE IS ALSO IN A GROVE OF LARGE OAK, WALNUT, AND LOCUST
 GV4799'TREES.  IT IS 1.6 MILES NW ALONG STATE HIGHWAY 30 OF
 GV4799'EPHESUS CHURCH (WOOD).  IT IS 0.4 MILE NW OF Y-INTERSECTION
 GV4799'OF DIRT ROAD WITH STATE HIGHWAY 30 AND ALONG STATE HIGHWAY
 GV4799'30.
 GV4799'
 GV4799'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GV4799
 GV4799                          STATION RECOVERY (1934)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GV4799'RECOVERED IN GOOD CONDITION.
 GV4799
 GV4799                          STATION RECOVERY (1942)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4799'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 GV4799'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO.
 GV4799'1 CHECKED SATISFACTORILY.  REFERENCE MARK NO. 2 COULD NOT BE
 GV4799'MEASURED TO BECAUSE A POULTRY HOUSE HAS BEEN ERECTED BETWEEN
 GV4799'IT AND THE STATION MARK.  THIS STATION WAS NOT OCCUPIED.
 GV4799
 GV4799                          STATION RECOVERY (1944)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4799'RECOVERED AS DESCRIBED, EXCEPT FOR FOLLOWING DISCREPANCIES--
 GV4799'
 GV4799'1.  THE STATION IS ON THE PROPERTY OF D.R. MANN, NOT ON THE
 GV4799'PROPERTY OF R.H. BULLOCK.
 GV4799'
 GV4799'2.  REFERENCE MARK 1 PROJECTS 7 INCHES ABOVE SURFACE OF GROUND,
 GV4799'NOT 5 INCHES.
 GV4799'
 GV4799'3.  THE 18-INCH LOCUST MENTIONED IN DESCRIPTION OF REFERENCE
 GV4799'MARK 2 HAS DIED.  AT THE PRESENT TIME ONLY A BURNT STUMP
 GV4799'REMAINS.
 GV4799
 GV4799                          STATION RECOVERY (1961)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4799'RECOVERED IN GOOD CONDITION.
 GV4799
 GV4799                          STATION RECOVERY (1966)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV4799'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GV4799'BY REQUEST OF THE PROPERTY OWNER A TOWER COULD NOT BE BUILT OVER THE
 GV4799'STATION MARK.  STATION BULLOCK 2 1966 WAS ESTABLISHED AND A
 GV4799'TRAVERSE CONNECTION WAS MADE TO BULLOCK 1934.  THE ORIGINAL
 GV4799'REFERENCE MARKS ARE ALSO USED AS REFERENCE MARKS FOR STATION
 GV4799'BULLOCK 2 WITH THE EXCEPTION OF REFERENCE MARK NUMBER THREE
 GV4799'WHICH IS OBSTRUCTED BY A LARGE LOCUST TREE AT THE STATION.  A
 GV4799'NEW AZIMUTH MARK WAS ESTABLISHED FOR STATION BULLOCK 2.
 GV4799'
 GV4799'NOTE--FOR A COMPLETE DESCRIPTION OF THE MARKS SEE DESCRIPTION FOR
 GV4799'STATION BULLOCK 2 1966.
 GV4799'
 GV4799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 GV4799'NORTHWEST OF WEST POINT.
 GV4799
 GV4799                          STATION RECOVERY (1966)
 GV4799
 GV4799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JEC)
 GV4799'RECOVERED IN GOOD CONDITION.
 GV4799
 GV4799                          STATION RECOVERY (1991)
 GV4799
 GV4799'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV4799'THE STATION IS LOCATED 10-1/4 MILES SOUTHEAST OF KING WILLIAM,
 GV4799'8 MILES NORTHEAST OF NEW KENT AND 5-1/2 MILES NORTHWEST OF WEST
 GV4799'POINT, IN YARD BACK OF A LARGE HOUSE OWNED BY MR. D.R. MANN.
 GV4799'$
 GV4799'TO REACH THE STATION FROM THE POST OFFICE IN KING WILLIAM, GO
 GV4799'SOUTHEAST ON STATE HIGHWAY 30 FOR 9.1 MILES TO COUNTY ROUTE 632
 GV4799'ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON HIGHWAY 30 FOR 2.2 MILES
 GV4799'TO REFERENCE MARK NUMBER THREE ON THE RIGHT.  CONTINUE ON HIGHWAY
 GV4799'30 FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 GV4799'NORTH ON THE DRIVEWAY, PASSING TO THE EAST OF TWO HOUSES FOR 0.05
 GV4799'MILE TO THE STATION ON THE LEFT.
 GV4799'$
 GV4799'STATION MARK BULLOCK 1934 IS A STANDARD DISK SET IN THE TOP OF A
 GV4799'12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 53 FEET
 GV4799'SOUTHWEST OF THE POWER POLE.  50 FEET NORTH OF THE NORTHWEST
 GV4799'CORNER OF THE HOUSE AND 21.5 FEET EAST OF THE 20-INCH CEDAR TREE.
 GV4799
 GV4799                          STATION RECOVERY (1999)
 GV4799
 GV4799'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4799'MARK NOT FOUND.
 GV4799
 GV4799                          STATION RECOVERY (2003)
 GV4799
 GV4799'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV4799'BULLOCK STATION NOT FOUND. RM 1 AND RM 2 FOUND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4893 ***********************************************************************
 GV4893  DESIGNATION -  BULLOCK 2
 GV4893  PID         -  GV4893
 GV4893  STATE/COUNTY-  VA/KING WILLIAM
 GV4893  USGS QUAD   -  WEST POINT (1986)
 GV4893
 GV4893                         *CURRENT SURVEY CONTROL
 GV4893  ___________________________________________________________________
 GV4893* NAD 83(1993)-  37 35 32.39730(N)    076 52 05.34286(W)     ADJUSTED  
 GV4893* NAVD 88     -        38.6    (meters)     127.     (feet)  VERTCON   
 GV4893  ___________________________________________________________________
 GV4893  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV4893  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 GV4893
 GV4893  HORZ ORDER  -  FIRST
 GV4893
 GV4893.The horizontal coordinates were established by classical geodetic methods
 GV4893.and adjusted by the National Geodetic Survey in November 1994..
 GV4893
 GV4893.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4893
 GV4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4893
 GV4893.The geoid height was determined by GEOID03.
 GV4893
 GV4893;                    North         East     Units Scale Factor Converg.
 GV4893;SPC VA S     - 1,140,964.052 3,644,105.186   MT  0.99995308   +0 59 25.5
 GV4893;SPC VA S     - 3,743,312.89 11,955,701.76   sFT  0.99995308   +0 59 25.5
 GV4893;UTM  18      - 4,162,225.648   335,070.006   MT  0.99993507   -1 08 23.6
 GV4893
 GV4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4893!SPC VA S     -   0.99999933  x   0.99995308  =   0.99995241
 GV4893!UTM  18      -   0.99999933  x   0.99993507  =   0.99993440
 GV4893
 GV4893:                Primary Azimuth Mark                     Grid Az
 GV4893:SPC VA S     -  BULLOCK 2 AZ MK                          091 20 31.2
 GV4893:UTM  18      -  BULLOCK 2 AZ MK                          093 28 20.3
 GV4893
 GV4893|---------------------------------------------------------------------|
 GV4893| PID    Reference Object                     Distance      Geod. Az  |
 GV4893|                                                           dddmmss.s |
 GV4893| DC9030 BULLOCK 2 AZ MK                                    0921956.7 |
 GV4893| GV4892 BULLOCK 2 RM A 1966                  25.375 METERS 10723     |
 GV4893| DC9027 BULLOCK RM 1                          9.744 METERS 19419     |
 GV4893| DC9028 BULLOCK RM 2                         50.417 METERS 22237     |
 GV4893|---------------------------------------------------------------------|
 GV4893
 GV4893                          SUPERSEDED SURVEY CONTROL
 GV4893
 GV4893  NAD 83(1986)-  37 35 32.39880(N)    076 52 05.35845(W) AD(       ) 1
 GV4893  NAD 27      -  37 35 31.87792(N)    076 52 06.49146(W) AD(       ) 1
 GV4893  NGVD 29 (07/19/86)   39.0    (m)          128.     (f) VERT ANG       
 GV4893
 GV4893.Superseded values are not recommended for survey control.
 GV4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4893.See file dsdata.txt to determine how the superseded data were derived.
 GV4893
 GV4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3507062226(NAD 83)
 GV4893_MARKER: DS = TRIANGULATION STATION DISK
 GV4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4893
 GV4893  HISTORY     - Date     Condition        Report By
 GV4893  HISTORY     - 1966     MONUMENTED       CGS
 GV4893  HISTORY     - 19990325 POOR             USPSQD
 GV4893  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV4893
 GV4893                          STATION DESCRIPTION
 GV4893
 GV4893'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV4893'THE STATION IS LOCATED 10-1/4 MILES SOUTHEAST OF KING WILLIAM,
 GV4893'8 MILES NORTHEAST OF NEW KENT AND 5-1/2 MILES NORTHWEST OF WEST
 GV4893'POINT, IN YARD BACK OF A LARGE HOUSE OWNED BY MR. D.R. MANN.
 GV4893'
 GV4893'TO REACH THE STATION FROM THE POST OFFICE IN KING WILLIAM, GO
 GV4893'SOUTHEAST ON STATE HIGHWAY 30 FOR 9.1 MILES TO COUNTY ROUTE 632
 GV4893'ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON HIGHWAY 30 FOR 2.2 MILES
 GV4893'TO REFERENCE MARK NUMBER THREE ON THE RIGHT.  CONTINUE ON HIGHWAY
 GV4893'30 FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 GV4893'NORTH ON THE DRIVEWAY, PASSING TO THE EAST OF TWO HOUSES FOR 0.05
 GV4893'MILE TO THE STATION ON THE LEFT.
 GV4893'
 GV4893'THE STATION MARK IS A STANDARD DISK STAMPED BULLOCK 2 1966, SET IN
 GV4893'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 15 INCHES
 GV4893'BELOW THE SURFACE OF THE GROUND.  IT IS 104 FEET NORTH OF THE
 GV4893'NORTHWEST CORNER OF A HOUSE, 74 FEET NORTHWEST OF A 36-OAK TREE,
 GV4893'44.4 FEET NORTH OF A 20-INCH CEDAR TREE AND 24 FEET NORTHEAST OF
 GV4893'A POWER POLE.
 GV4893'
 GV4893'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BULLOCK NO 1
 GV4893'1934, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT PROJECTS
 GV4893'6 INCHES.  IT IS 72.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GV4893'THE HOUSE, 28.2 FEET SOUTHEAST OF THE POWER POLE AND 13.5 FEET
 GV4893'NORTH OF THE 20-INCH CEDAR TREE.
 GV4893'
 GV4893'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BULLOCK NO 2
 GV4893'1934, SET IN TOP OF AN 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 GV4893'8 INCHES.  IT IS 69.2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GV4893'HOUSE, 27.8 FEET NORTH-NORTHEAST OF A 26-INCH LOCUST TREE, 12.4
 GV4893'FEET NORTH OF A CORNER FENCE POST AND 7.5 FEET SOUTHWEST OF A
 GV4893'6-INCH LOCUST TREE.
 GV4893'
 GV4893'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BULLOCK NO 3
 GV4893'1934, SET IN TOP OF A RECTANGULAR CONCRETE POST THAT PROJECTS
 GV4893'2 INCHES.  IT IS 50.5 FEET SOUTH OF A POWER POLE, 24.5 FEET SOUTH
 GV4893'OF THE CENTER OF HIGHWAY 30 AND 1.6 FEET EAST OF A METAL WITNESS
 GV4893'POST WITH SIGN ATTACHED.
 GV4893'
 GV4893'STATION MARK BULLOCK 1934 IS A STANDARD DISK SET IN THE TOP OF A
 GV4893'12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 53 FEET
 GV4893'SOUTHWEST OF THE POWER POLE.  50 FEET NORTH OF THE NORTHWEST
 GV4893'CORNER OF THE HOUSE AND 21.5 FEET EAST OF THE 20-INCH CEDAR TREE.
 GV4893'
 GV4893'AZIMUTH MARK IS A STANDARD DISK STAMPED BULLOCK 2 1966, SET IN
 GV4893'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 GV4893'1 INCH.  IT IS 94 FEET WEST OF A POWER POLE, 71.5 FEET
 GV4893'WEST-NORTHWEST OF A POWER POLE NUMBERED 56536, 20.5 FEET SOUTH
 GV4893'OF THE CENTER OF COUNTY ROUTE 625 AND 1.5 FEET NORTHEAST OF A
 GV4893'METAL WITNESS POST WITH SIGN ATTACHED.
 GV4893'
 GV4893'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A FIELD
 GV4893'ROAD FOR 0.1 MILE TO A T-INTERSECTION (COUNTY ROUTE 625).  TURN
 GV4893'RIGHT AND GO EASTERLY ON ROUTE 625 FOR 0.25 MILE TO THE AZIMUTH
 GV4893'MARK ON THE RIGHT.
 GV4893'
 GV4893'HEIGHT OF LIGHT ABOVE STATION MARK 22.48 METERS.
 GV4893
 GV4893                          STATION RECOVERY (1999)
 GV4893
 GV4893'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4893'MARK RECOVERED IN POOR CONDITION.
 GV4893
 GV4893                          STATION RECOVERY (2003)
 GV4893
 GV4893'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV4893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4892 ***********************************************************************
 GV4892  DESIGNATION -  BULLOCK 2 RM A 1966
 GV4892  PID         -  GV4892
 GV4892  STATE/COUNTY-  VA/KING WILLIAM
 GV4892  USGS QUAD   -  WEST POINT (1986)
 GV4892
 GV4892                         *CURRENT SURVEY CONTROL
 GV4892  ___________________________________________________________________
 GV4892* NAD 83(1993)-  37 35 32.15133(N)    076 52 04.35577(W)     ADJUSTED  
 GV4892* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 GV4892  ___________________________________________________________________
 GV4892  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 GV4892  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 GV4892
 GV4892  HORZ ORDER  -  FIRST
 GV4892
 GV4892.The horizontal coordinates were established by classical geodetic methods
 GV4892.and adjusted by the National Geodetic Survey in November 1994..
 GV4892
 GV4892.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4892
 GV4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4892
 GV4892.The geoid height was determined by GEOID03.
 GV4892
 GV4892;                    North         East     Units Scale Factor Converg.
 GV4892;SPC VA S     - 1,140,956.889 3,644,129.528   MT  0.99995307   +0 59 26.1
 GV4892;SPC VA S     - 3,743,289.39 11,955,781.63   sFT  0.99995307   +0 59 26.1
 GV4892;UTM  18      - 4,162,217.585   335,094.065   MT  0.99993497   -1 08 23.0
 GV4892
 GV4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4892!SPC VA S     -   0.99999954  x   0.99995307  =   0.99995261
 GV4892!UTM  18      -   0.99999954  x   0.99993497  =   0.99993451
 GV4892
 GV4892|---------------------------------------------------------------------|
 GV4892| PID    Reference Object                     Distance      Geod. Az  |
 GV4892|                                                           dddmmss.s |
 GV4892| GV4893 BULLOCK 2                            25.375 METERS 28723     |
 GV4892| GV5075 COLUMBUS 2                          APPROX.11.2 KM 3495523.6 |
 GV4892|---------------------------------------------------------------------|
 GV4892
 GV4892                          SUPERSEDED SURVEY CONTROL
 GV4892
 GV4892  NAD 83(1986)-  37 35 32.15279(N)    076 52 04.37122(W) AD(       ) 1
 GV4892  NAD 27      -  37 35 31.63194(N)    076 52 05.50440(W) AD(       ) 1
 GV4892  NGVD 29 (07/19/86)   37.7    (m)          124.     (f) VERT ANG       
 GV4892
 GV4892.Superseded values are not recommended for survey control.
 GV4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4892.See file dsdata.txt to determine how the superseded data were derived.
 GV4892
 GV4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3509462218(NAD 83)
 GV4892_MARKER: DS = TRIANGULATION STATION DISK
 GV4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4892+STABILITY: SURFACE MOTION
 GV4892
 GV4892  HISTORY     - Date     Condition        Report By
 GV4892  HISTORY     - 1966     MONUMENTED       CGS
 GV4892  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4892  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV4892
 GV4892                          STATION DESCRIPTION
 GV4892
 GV4892'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV4892'THE STATION IS LOCATED 5-1/2 MILES NORTHWEST OF WEST POINT, 8
 GV4892'MILES NORTHEAST OF NEW KENT AND ON PROPERTY OWNED BY
 GV4892'MR. R.H. BULLOCK.
 GV4892'
 GV4892'TO REACH THE STATION SEE DESCRIPTION TO TRIANGULATION STATION
 GV4892'BULLOCK 2 1966 THEREOF.
 GV4892'
 GV4892'THE STATION MARK IS A STANDARD DISK, STAMPED BULLOCK 2 RM A
 GV4892'1966, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GV4892'12-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 104 FEET EAST OF
 GV4892'A POWER LINE POLE, 85 FEET NORTHEAST OF THE EAST ONE OF THREE
 GV4892'LARGE OAK TREES AND 34 FEET NORTHWEST OF THE CENTER OF A FIELD
 GV4892'ROAD.
 GV4892'
 GV4892'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BULLOCK 2
 GV4892'1966.
 GV4892
 GV4892                          STATION RECOVERY (1999)
 GV4892
 GV4892'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4892'MARK NOT FOUND.
 GV4892
 GV4892                          STATION RECOVERY (2003)
 GV4892
 GV4892'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV4892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3613 ***********************************************************************
 GV3613  DESIGNATION -  BULLSEYE
 GV3613  PID         -  GV3613
 GV3613  STATE/COUNTY-  VA/ACCOMACK
 GV3613  USGS QUAD   -  GOOSE ISLAND (1968)
 GV3613
 GV3613                         *CURRENT SURVEY CONTROL
 GV3613  ___________________________________________________________________
 GV3613* NAD 83(1993)-  37 47 56.10425(N)    076 03 48.83702(W)     ADJUSTED  
 GV3613* NAVD 88     -                                                        
 GV3613  ___________________________________________________________________
 GV3613  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GV3613  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 GV3613
 GV3613  HORZ ORDER  -  THIRD
 GV3613
 GV3613.The horizontal coordinates were established by classical geodetic methods
 GV3613.and adjusted by the National Geodetic Survey in November 1994..
 GV3613
 GV3613
 GV3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3613
 GV3613.The geoid height was determined by GEOID03.
 GV3613
 GV3613;                    North         East     Units Scale Factor Converg.
 GV3613;SPC VA S     - 1,165,415.517 3,714,551.546   MT  0.99997369   +1 28 43.4
 GV3613;SPC VA S     - 3,823,534.08 12,186,824.53   sFT  0.99997369   +1 28 43.4
 GV3613;UTM  18      - 4,184,037.589   406,366.015   MT  0.99970798   -0 39 06.8
 GV3613
 GV3613                          SUPERSEDED SURVEY CONTROL
 GV3613
 GV3613  NAD 83(1993)-  37 47 56.10686(N)    076 03 48.84803(W) AD(       ) 4
 GV3613  NAD 83(1986)-  37 47 56.10581(N)    076 03 48.86375(W) AD(       ) 4
 GV3613  NAD 27      -  37 47 55.64900(N)    076 03 50.08700(W) AD(       ) 3
 GV3613
 GV3613.Superseded values are not recommended for survey control.
 GV3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3613.See file dsdata.txt to determine how the superseded data were derived.
 GV3613
 GV3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0636684038(NAD 83)
 GV3613
 GV3613  HISTORY     - Date     Condition        Report By
 GV3613  HISTORY     - 1949     FIRST OBSERVED   CGS
 GV3613  HISTORY     - 1955     GOOD             CGS
 GV3613
 GV3613                          STATION DESCRIPTION
 GV3613
 GV3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 GV3613'THIS STATION IS LOCATED ON THE PORT SIDE OF THE BOW OF A SUNKEN
 GV3613'LIBERTY SHIP IN THE CHESAPEAKE BAY ABOUT 5 MILES SOUTHWEST
 GV3613'OF TANGIER ISLAND AND 6 MILES WEST OF THE TANGIER SOUND LIGHTHOUSE
 GV3613'THE POINT OBSERVED ON WAS A LIGHT OVER A DRILL HOLE IN A OLD GUN
 GV3613'TURRET.
 GV3613'
 GV3613'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 GV3613
 GV3613                          STATION RECOVERY (1955)
 GV3613
 GV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3613'STATION MARK (DRILL HOLE) WAS RECOVERED.  THE ORIGINAL DESCRIPTION
 GV3613'IS ADEQUATE.
 GV3613'
 GV3613'THE LIBERTY SHIP IS NOW USED AS A TARGET FOR USN BOMBING
 GV3613'PRACTICE AND PERMISSION TO GO A BOARD THE WRECK MUST BE
 GV3613'OBTAINED FROM THE NAVAL ORDNANCE TEST STATION, CHINCOTEAGUE,
 GV3613'VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3824 ***********************************************************************
 GV3824  DESIGNATION -  BUNDICK 1931
 GV3824  PID         -  GV3824
 GV3824  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3824  USGS QUAD   -  HEATHSVILLE (1992)
 GV3824
 GV3824                         *CURRENT SURVEY CONTROL
 GV3824  ___________________________________________________________________
 GV3824* NAD 83(1993)-  37 57 32.05033(N)    076 28 55.98841(W)     ADJUSTED  
 GV3824* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3824  ___________________________________________________________________
 GV3824  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 GV3824  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 GV3824
 GV3824  HORZ ORDER  -  THIRD
 GV3824
 GV3824.The horizontal coordinates were established by classical geodetic methods
 GV3824.and adjusted by the National Geodetic Survey in November 1994..
 GV3824
 GV3824.The orthometric height was scaled from a topographic map.
 GV3824
 GV3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3824
 GV3824.The geoid height was determined by GEOID03.
 GV3824
 GV3824;                    North         East     Units Scale Factor Converg.
 GV3824;SPC VA S     - 1,182,298.865 3,677,311.778   MT  0.99999859   +1 13 28.7
 GV3824;SPC VA S     - 3,878,925.53 12,064,647.06   sFT  0.99999859   +1 13 28.7
 GV3824;SPC VA N     - 2,034,386.402 3,677,313.729   MT  1.00001397   +1 15 33.6
 GV3824;SPC VA N     - 6,674,482.72 12,064,653.46   sFT  1.00001397   +1 15 33.6
 GV3824;UTM  18      - 4,202,291.332   369,788.971   MT  0.99980882   -0 54 42.6
 GV3824
 GV3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3824!SPC VA S     -   1.00000535  x   0.99999859  =   1.00000394
 GV3824!SPC VA N     -   1.00000535  x   1.00001397  =   1.00001932
 GV3824!UTM  18      -   1.00000535  x   0.99980882  =   0.99981417
 GV3824
 GV3824:                Primary Azimuth Mark                     Grid Az
 GV3824:SPC VA S     -  L USE 1931                               027 20 11.1
 GV3824:SPC VA N     -  L USE 1931                               027 18 06.2
 GV3824:UTM  18      -  L USE 1931                               029 28 22.4
 GV3824
 GV3824|---------------------------------------------------------------------|
 GV3824| PID    Reference Object                     Distance      Geod. Az  |
 GV3824|                                                           dddmmss.s |
 GV3824| GV3851 L USE 1931                          APPROX. 0.6 KM 0283339.8 |
 GV3824| GV3853 M USE 1931                          178.909 METERS 08742     |
 GV3824|---------------------------------------------------------------------|
 GV3824
 GV3824                          SUPERSEDED SURVEY CONTROL
 GV3824
 GV3824  NAD 83(1993)-  37 57 32.04808(N)    076 28 55.99090(W) AD(       ) 3
 GV3824  NAD 83(1986)-  37 57 32.05177(N)    076 28 56.00406(W) AD(       ) 3
 GV3824  NAD 27      -  37 57 31.56200(N)    076 28 57.13200(W) AD(       ) 3
 GV3824
 GV3824.Superseded values are not recommended for survey control.
 GV3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3824.See file dsdata.txt to determine how the superseded data were derived.
 GV3824
 GV3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6978902291(NAD 83)
 GV3824_MARKER: I = METAL ROD
 GV3824_SETTING: 0 = UNSPECIFIED SETTING
 GV3824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3824
 GV3824  HISTORY     - Date     Condition        Report By
 GV3824  HISTORY     - 1931     MONUMENTED       VACF
 GV3824  HISTORY     - 1942     GOOD             CGS
 GV3824  HISTORY     - 1957     GOOD             CGS
 GV3824  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 GV3824  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3824
 GV3824                          STATION DESCRIPTION
 GV3824
 GV3824'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3824'STATION IS BETWEEN ROAD AND EDGE OF LOW BANK, 18 FEET FROM
 GV3824'N CORNER OF BUNDICK POST OFFICE AND 28 FEET FROM 3 LOCUST TREES
 GV3824'ON THE W SIDE OF THE ROAD.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3824'GALVANIZED-IRON PIPE, SURROUNDED BY A BLOCK OF CONCRETE BELOW
 GV3824'THE SURFACE OF THE GROUND.
 GV3824'
 GV3824'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3824
 GV3824                          STATION RECOVERY (1942)
 GV3824
 GV3824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV3824'THE STATION WAS RECOVERD AS DESCRIBED.  THE DESCRIPTION WAS
 GV3824'COMPLETE AND ADEQUATE BUT FOR THE FOLLOWING EXCEPTIONS, AS
 GV3824'NOTED IN THE FIELD WITH THE DESCRIPTION IN THE U.S. COAST AND
 GV3824'GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF TRIANGULATION
 GV3824'STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO PERSIMMON POINT,
 GV3824'VIRGINIA AND MARYLAND--
 GV3824'
 GV3824'DELETE REFERENCES TO POST OFFICE BUILDING.  THIS STRUCTURE
 GV3824'HAS BEEN DESTROYED.
 GV3824
 GV3824                          STATION RECOVERY (1957)
 GV3824
 GV3824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 GV3824'TH STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GV3824'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 GV3824'
 GV3824'THE POST OFFICE AND TWO OF THE LOCUST TREES HAVE BEEN DESTROYED.
 GV3824'THE IRON PIPE PROJECTS 4 INCHES ABOVE THE GROUND.
 GV3824
 GV3824                          STATION RECOVERY (1994)
 GV3824
 GV3824'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3824'MARK NOT FOUND.
 GV3824
 GV3824                          STATION RECOVERY (2002)
 GV3824
 GV3824'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0892 ***********************************************************************
 FW0892  DESIGNATION -  BUNGALOW
 FW0892  PID         -  FW0892
 FW0892  STATE/COUNTY-  VA/NORTHAMPTON
 FW0892  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0892
 FW0892                         *CURRENT SURVEY CONTROL
 FW0892  ___________________________________________________________________
 FW0892* NAD 83(1993)-  37 09 30.15246(N)    075 50 54.37290(W)     ADJUSTED  
 FW0892* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 FW0892  ___________________________________________________________________
 FW0892  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FW0892  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 FW0892
 FW0892  HORZ ORDER  -  SECOND
 FW0892
 FW0892.The horizontal coordinates were established by classical geodetic methods
 FW0892.and adjusted by the National Geodetic Survey in September 1995..
 FW0892
 FW0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0892
 FW0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0892
 FW0892.The geoid height was determined by GEOID03.
 FW0892
 FW0892;                    North         East     Units Scale Factor Converg.
 FW0892;SPC VA S     - 1,094,865.820 3,735,487.378   MT  0.99995203   +1 36 33.5
 FW0892;SPC VA S     - 3,592,072.28 12,255,511.51   sFT  0.99995203   +1 36 33.5
 FW0892;UTM  18      - 4,112,778.658   424,665.528   MT  0.99966991   -0 30 45.0
 FW0892
 FW0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0892!SPC VA S     -   1.00000563  x   0.99995203  =   0.99995766
 FW0892!UTM  18      -   1.00000563  x   0.99966991  =   0.99967554
 FW0892
 FW0892:                Primary Azimuth Mark                     Grid Az
 FW0892:SPC VA S     -  BOWDEN                                   032 40 24.0
 FW0892:UTM  18      -  BOWDEN                                   034 47 42.5
 FW0892
 FW0892|---------------------------------------------------------------------|
 FW0892| PID    Reference Object                     Distance      Geod. Az  |
 FW0892|                                                           dddmmss.s |
 FW0892| FW0891 BOWDEN                              APPROX. 3.1 KM 0341657.5 |
 FW0892| DC7867 BUNGALOW RM 1                        12.728 METERS 06757     |
 FW0892| DC7868 BUNGALOW RM 2                        10.425 METERS 32545     |
 FW0892|---------------------------------------------------------------------|
 FW0892
 FW0892                          SUPERSEDED SURVEY CONTROL
 FW0892
 FW0892  NAD 83(1986)-  37 09 30.15547(N)    075 50 54.41038(W) AD(       ) 2
 FW0892  NAD 27      -  37 09 29.63895(N)    075 50 55.67770(W) AD(       ) 2
 FW0892  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 FW0892
 FW0892.Superseded values are not recommended for survey control.
 FW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0892.See file dsdata.txt to determine how the superseded data were derived.
 FW0892
 FW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2466612779(NAD 83)
 FW0892_MARKER: DS = TRIANGULATION STATION DISK
 FW0892_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0892+WITH SETTING: INFORMATION.
 FW0892_SP_SET: PREFABRICATED CONCRETE POST
 FW0892
 FW0892  HISTORY     - Date     Condition        Report By
 FW0892  HISTORY     - 1962     MONUMENTED       CGS
 FW0892
 FW0892                          STATION DESCRIPTION
 FW0892
 FW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0892'THE STATION IS LOCATED NEAR THE SOUTH END OF SMITH ISLAND,
 FW0892'ABOUT 3.5 MILES NORTHEAST OF THE NEW CAPE CHARLES LIGHTHOUSE.
 FW0892'
 FW0892'THE STATION IS BEST REACHED BY BOAT FROM DIXONS DOCK.
 FW0892'
 FW0892'TO REACH DIXONS DOCK FROM CEDAR GROVE, VIRGINIA.  GO SOUTH
 FW0892'ON A PAVED ROAD, AS PER SIGN, CAPE CHARLES AIR FORCE STATION,
 FW0892'FOR 2.34 MILES TO A GRAVELED ROAD AND SMALL SIGN ON TELEPHONE
 FW0892'POLE NO. 12 B 155 ON THE LEFT, EAST, SIDE OF THE ROAD.  TURN
 FW0892'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.49 MILE, THENCE
 FW0892'TURN RIGHT AND GO SOUTH ON A TRACK ROAD BETWEEN TWO CULTIVATED
 FW0892'FIELDS FOR 0.61 MILE, THENCE TURN LEFT AND GO EAST ON A TRACK
 FW0892'ROAD FOR 0.69 MILE TO ITS END AND DIXONS DOCK.
 FW0892'
 FW0892'THE STATION MARK, A STANDARD DISK STAMPED BUNGALOW 1962,
 FW0892'IS CRIMPED TO THE TOP OF A 5/8 COPPER WELL ROD PROJECTING
 FW0892'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 180.0
 FW0892'FEET WEST OF HIGH TIDE MARK ON THE SEA-SIDE, 180.0 FEET EAST
 FW0892'OF HIGH TIDE MARK ON THE BAY SIDE AND 2.6 FEET SOUTH-SOUTHWEST
 FW0892'OF A STANDARD METAL WITNESS POST AND MARKER.
 FW0892'
 FW0892'REFERENCE MARK 1, A STANDARD DISK STAMPED BUNGALOW NO 1 1962,
 FW0892'IS CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELL ROD PROJECTING
 FW0892'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39.2 FEET
 FW0892'NORTH-NORTHEAST OF THE STANDARD METAL WITNESS POST AND MARKER.
 FW0892'THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 FW0892'
 FW0892'REFERENCE MARK 2, A STANDARD DISK STAMPED BUNGALOW NO 2 1962,
 FW0892'IS CRIMPED TO THE TOP OF A 5/8-INCH COPPER WELL ROD PROJECTING
 FW0892'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 35.8 FEET
 FW0892'WEST-NORTHWEST OF THE STANDARD METAL WITNESS POST AND MARKER,
 FW0892'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FW0892'
 FW0892'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2979 ***********************************************************************
 FX2979  DESIGNATION -  BUNGALOW EAST GABLE
 FX2979  PID         -  FX2979
 FX2979  STATE/COUNTY-  VA/C OF NORFOLK
 FX2979  USGS QUAD   -  KEMPSVILLE (1986)
 FX2979
 FX2979                         *CURRENT SURVEY CONTROL
 FX2979  ___________________________________________________________________
 FX2979* NAD 83(1993)-  36 50 47.62302(N)    076 13 38.18221(W)     ADJUSTED  
 FX2979* NAVD 88     -                                                        
 FX2979  ___________________________________________________________________
 FX2979  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FX2979  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX2979
 FX2979  HORZ ORDER  -  THIRD
 FX2979
 FX2979.The horizontal coordinates were established by classical geodetic methods
 FX2979.and adjusted by the National Geodetic Survey in September 1995..
 FX2979
 FX2979
 FX2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2979
 FX2979.The geoid height was determined by GEOID03.
 FX2979
 FX2979;                    North         East     Units Scale Factor Converg.
 FX2979;SPC VA S     - 1,059,395.122 3,702,682.687   MT  0.99998646   +1 22 45.7
 FX2979;SPC VA S     - 3,475,698.83 12,147,884.78   sFT  0.99998646   +1 22 45.7
 FX2979;UTM  18      - 4,078,554.016   390,580.691   MT  0.99974750   -0 44 09.7
 FX2979
 FX2979                          SUPERSEDED SURVEY CONTROL
 FX2979
 FX2979  NAD 83(1986)-  36 50 47.62893(N)    076 13 38.21774(W) AD(       ) 4
 FX2979  NAD 27      -  36 50 47.09000(N)    076 13 39.44000(W) AD(       ) 3
 FX2979
 FX2979.Superseded values are not recommended for survey control.
 FX2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2979.See file dsdata.txt to determine how the superseded data were derived.
 FX2979
 FX2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9058178554(NAD 83)
 FX2979_MARKER: 81 = GABLE
 FX2979
 FX2979  HISTORY     - Date     Condition        Report By
 FX2979  HISTORY     - 1913     FIRST OBSERVED   CGS
 FX2979  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX2979
 FX2979                          STATION DESCRIPTION
 FX2979
 FX2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2979'STATION WAS NOT RECOVERED.  THE DESCRIPTION IS INADEQUATE AND
 FX2979'THE STATION SHOULD BE DELETED FROM THE RECORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4564 ***********************************************************************
 GV4564  DESIGNATION -  BUNKER HILL VFC 1937
 GV4564  PID         -  GV4564
 GV4564  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4564  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4564
 GV4564                         *CURRENT SURVEY CONTROL
 GV4564  ___________________________________________________________________
 GV4564* NAD 83(1993)-  37 04 07.17308(N)    076 31 39.93073(W)     ADJUSTED  
 GV4564* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV4564  ___________________________________________________________________
 GV4564  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 GV4564  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 GV4564
 GV4564  HORZ ORDER  -  THIRD
 GV4564
 GV4564.The horizontal coordinates were established by classical geodetic methods
 GV4564.and adjusted by the National Geodetic Survey in September 1995..
 GV4564
 GV4564.The orthometric height was scaled from a topographic map.
 GV4564
 GV4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4564
 GV4564.The geoid height was determined by GEOID03.
 GV4564
 GV4564;                    North         East     Units Scale Factor Converg.
 GV4564;SPC VA S     - 1,083,434.194 3,675,374.575   MT  0.99995893   +1 11 49.2
 GV4564;SPC VA S     - 3,554,567.02 12,058,291.42   sFT  0.99995893   +1 11 49.2
 GV4564;UTM  18      - 4,103,580.605   364,183.934   MT  0.99982724   -0 55 15.7
 GV4564
 GV4564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4564!SPC VA S     -   1.00000523  x   0.99995893  =   0.99996416
 GV4564!UTM  18      -   1.00000523  x   0.99982724  =   0.99983247
 GV4564
 GV4564:                Primary Azimuth Mark                     Grid Az
 GV4564:SPC VA S     -  LLEWELLYN                                172 24 37.0
 GV4564:UTM  18      -  LLEWELLYN                                174 31 41.9
 GV4564
 GV4564|---------------------------------------------------------------------|
 GV4564| PID    Reference Object                     Distance      Geod. Az  |
 GV4564|                                                           dddmmss.s |
 GV4564| GV4584 LLEWELLYN                           APPROX. 0.6 KM 1733626.2 |
 GV4564|---------------------------------------------------------------------|
 GV4564
 GV4564                          SUPERSEDED SURVEY CONTROL
 GV4564
 GV4564  NAD 83(1986)-  37 04 07.17635(N)    076 31 39.96436(W) AD(       ) 3
 GV4564  NAD 27      -  37 04 06.64200(N)    076 31 41.14400(W) AD(       ) 3
 GV4564
 GV4564.Superseded values are not recommended for survey control.
 GV4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4564.See file dsdata.txt to determine how the superseded data were derived.
 GV4564
 GV4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6418403581(NAD 83)
 GV4564_MARKER: Z = SEE DESCRIPTION
 GV4564_SETTING: 0 = UNSPECIFIED SETTING
 GV4564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4564
 GV4564  HISTORY     - Date     Condition        Report By
 GV4564  HISTORY     - 1937     MONUMENTED       VACF
 GV4564  HISTORY     - 1942     GOOD             CGS
 GV4564  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4564  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV4564
 GV4564                          STATION DESCRIPTION
 GV4564
 GV4564'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4564'STATION MARKED BY A LOCUST POST EXTENDING ABOUT A FOOT OUT
 GV4564'OF THE GROUND, NOW AT APPROXIMATE MEAN HIGH-WATER MARK.  POINT
 GV4564'HAS WASHED AWAY CONSIDERABLY IN LAST HURRICANE, BUT MAY BUILD
 GV4564'OUT AGAIN.  STATION AT UPPER END OF THE HIGH BANK OF A CLAY
 GV4564'KNOLL, SEPARATED FROM THE MAINLAND BY A LOW PIECE OF MARSH
 GV4564'AND LOCALLY KNOWN AS BUNKER HILL.  WITNESS MARK IS A LOCUST
 GV4564'POST DISTANT FROM STATION 33.03 FEET.
 GV4564
 GV4564                          STATION RECOVERY (1942)
 GV4564
 GV4564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4564'1937 V.C.F. DESCRIPTION IS ADEQUATE WITH FOLLOWING ADDITION--
 GV4564'
 GV4564'STATION IS AT FOOT OF THE BLUFF AND AT N END OF STRIP OF SAND.
 GV4564
 GV4564                          STATION RECOVERY (1943)
 GV4564
 GV4564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WRP)
 GV4564'STATION NOT VISITED.  FOUR-FOOT STAND STILL IN PLACE AND USED
 GV4564'AS A HYDROGRAPHIC SIGNAL.
 GV4564
 GV4564                          STATION RECOVERY (1960)
 GV4564
 GV4564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4564'THE STATION WAS NOT RECOVERED AND IS BELIEVED DESTROYED DUE
 GV4564'TO THE CONSTRUCTION OF A NEW SEAWALL THAT HAS BEEN RECENTLY
 GV4564'BUILT.  THE HILL HAS BEEN GRADED AND LEVELED OFF FOR HOME SITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5136 ***********************************************************************
 GV5136  DESIGNATION -  BUR
 GV5136  PID         -  GV5136
 GV5136  STATE/COUNTY-  VA/NEW KENT
 GV5136  USGS QUAD   -  TUNSTALL (1984)
 GV5136
 GV5136                         *CURRENT SURVEY CONTROL
 GV5136  ___________________________________________________________________
 GV5136* NAD 83(1993)-  37 34 56.17138(N)    077 01 11.32193(W)     ADJUSTED  
 GV5136* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5136  ___________________________________________________________________
 GV5136  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 GV5136  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 GV5136
 GV5136  HORZ ORDER  -  THIRD
 GV5136
 GV5136.The horizontal coordinates were established by classical geodetic methods
 GV5136.and adjusted by the National Geodetic Survey in November 1994..
 GV5136
 GV5136.The orthometric height was scaled from a topographic map.
 GV5136
 GV5136.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5136
 GV5136.The geoid height was determined by GEOID03.
 GV5136
 GV5136;                    North         East     Units Scale Factor Converg.
 GV5136;SPC VA S     - 1,139,626.639 3,630,730.998   MT  0.99995240   +0 53 54.1
 GV5136;SPC VA S     - 3,738,925.06 11,911,823.28   sFT  0.99995240   +0 53 54.1
 GV5136;UTM  18      - 4,161,386.333   321,655.206   MT  0.99999179   -1 13 55.9
 GV5136
 GV5136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5136!SPC VA S     -   1.00000539  x   0.99995240  =   0.99995779
 GV5136!UTM  18      -   1.00000539  x   0.99999179  =   0.99999718
 GV5136
 GV5136|---------------------------------------------------------------------|
 GV5136| PID    Reference Object                     Distance      Geod. Az  |
 GV5136|                                                           dddmmss.s |
 GV5136| GV5212 SUNKEN BARGE DUCK BLIND             383.272 METERS 06107     |
 GV5136| DC5198 BUR RM                                             08706     |
 GV5136| GV5130 BOATHOUSE WINDOW                    APPROX. 0.6 KM 1085413.0 |
 GV5136| GV5199 ROAD                                354.912 METERS 14659     |
 GV5136| GV5158 HATCH                               332.350 METERS 27728     |
 GV5136| GV5203 SAW                                 APPROX. 0.5 KM 3035000.7 |
 GV5136| GV5127 BAY                                 APPROX. 0.5 KM 3564519.0 |
 GV5136|---------------------------------------------------------------------|
 GV5136
 GV5136                          SUPERSEDED SURVEY CONTROL
 GV5136
 GV5136  NAD 83(1986)-  37 34 56.17293(N)    077 01 11.33840(W) AD(       ) 3
 GV5136  NAD 27      -  37 34 55.63300(N)    077 01 12.39900(W) AD(       ) 3
 GV5136
 GV5136.Superseded values are not recommended for survey control.
 GV5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5136.See file dsdata.txt to determine how the superseded data were derived.
 GV5136
 GV5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2165561386(NAD 83)
 GV5136_MARKER: P = PIPE CAP
 GV5136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5136_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5136
 GV5136  HISTORY     - Date     Condition        Report By
 GV5136  HISTORY     - 1912     MONUMENTED       CGS
 GV5136  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5136  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5136  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5136
 GV5136                          STATION DESCRIPTION
 GV5136
 GV5136'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5136'STATION IS ON THE LEFT OF THE CHANNEL OF THE PAMUNKEY RIVER,
 GV5136'DESCENDING ON THE W EDGE OF THE LITTLE BRUSHY ISLAND ABOUT
 GV5136'350 METERS ABOVE THE DRAWBRIDGE, ABOUT 2/3 OF THE WAY ABOVE
 GV5136'THE FOOT.
 GV5136'
 GV5136'STATION IS MARKED BY AN IRON PIPE 3 INCHES IN DIAMETER FILLED
 GV5136'WITH AND SET IN CEMENT, CARRYING THE REGULATION BRASS CAP ON
 GV5136'ITS TOP, STANDING 8 INCHES ABOVE GROUND.
 GV5136'
 GV5136'REFERENCE MARK IS LARGE STAKE WITH NAIL, IN MOUND OUT TOWARD
 GV5136'THE CENTER OF THE ISLAND, ON LINE 169 DEG 37 MIN 55 SEC TO
 GV5136'RIGHT OF LINE TO STATION HATCH.
 GV5136
 GV5136                          STATION RECOVERY (2000)
 GV5136
 GV5136'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5136'MARK NOT FOUND.
 GV5136
 GV5136                          STATION RECOVERY (2001)
 GV5136
 GV5136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5136'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5136
 GV5136                          STATION RECOVERY (2005)
 GV5136
 GV5136'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6533 ***********************************************************************
 HV6533  DESIGNATION -  BUREAU OF ORD NAVY DEPT MARK
 HV6533  PID         -  HV6533
 HV6533  STATE/COUNTY-  VA/NORTHUMBERLAND
 HV6533  USGS QUAD   -  ST GEORGE ISLAND (1987)
 HV6533
 HV6533                         *CURRENT SURVEY CONTROL
 HV6533  ___________________________________________________________________
 HV6533* NAD 83(1993)-  38 00 55.95425(N)    076 29 03.69994(W)     ADJUSTED  
 HV6533* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6533  ___________________________________________________________________
 HV6533  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 HV6533  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 HV6533
 HV6533  HORZ ORDER  -  THIRD
 HV6533
 HV6533.The horizontal coordinates were established by classical geodetic methods
 HV6533.and adjusted by the National Geodetic Survey in November 1994..
 HV6533.No horizontal observational check was made to the station.
 HV6533
 HV6533.The orthometric height was scaled from a topographic map.
 HV6533
 HV6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6533
 HV6533.The geoid height was determined by GEOID03.
 HV6533
 HV6533;                    North         East     Units Scale Factor Converg.
 HV6533;SPC VA S     - 1,188,580.259 3,676,989.349   MT  1.00000929   +1 13 24.0
 HV6533;SPC VA S     - 3,899,533.73 12,063,589.22   sFT  1.00000929   +1 13 24.0
 HV6533;SPC VA N     - 2,040,667.629 3,676,987.497   MT  1.00000319   +1 15 28.8
 HV6533;SPC VA N     - 6,695,090.38 12,063,583.15   sFT  1.00000319   +1 15 28.8
 HV6533;UTM  18      - 4,208,579.156   369,701.018   MT  0.99980910   -0 54 51.5
 HV6533
 HV6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6533!SPC VA S     -   1.00000518  x   1.00000929  =   1.00001447
 HV6533!SPC VA N     -   1.00000518  x   1.00000319  =   1.00000837
 HV6533!UTM  18      -   1.00000518  x   0.99980910  =   0.99981428
 HV6533
 HV6533                          SUPERSEDED SURVEY CONTROL
 HV6533
 HV6533  NAD 83(1993)-  38 00 55.95182(N)    076 29 03.70601(W) AD(       ) 3
 HV6533  NAD 83(1986)-  38 00 55.95480(N)    076 29 03.71587(W) AD(       ) 3
 HV6533  NAD 27      -  38 00 55.49200(N)    076 29 04.88000(W) AD(       ) 3
 HV6533
 HV6533.Superseded values are not recommended for survey control.
 HV6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6533.See file dsdata.txt to determine how the superseded data were derived.
 HV6533
 HV6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6970108579(NAD 83)
 HV6533_MARKER: DS = TRIANGULATION STATION DISK
 HV6533_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV6533_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6533+STABILITY: SURFACE MOTION
 HV6533
 HV6533  HISTORY     - Date     Condition        Report By
 HV6533  HISTORY     - 1942     MONUMENTED       USN
 HV6533  HISTORY     - 1957     GOOD             CGS
 HV6533  HISTORY     - 1959     GOOD             CGS
 HV6533  HISTORY     - 1960     GOOD             CGS
 HV6533  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 HV6533
 HV6533                          STATION DESCRIPTION
 HV6533
 HV6533'DESCRIBED BY US NAVY 1942 (GWL)
 HV6533'STATION IS LOCATED ON THE S BANK OF THE POTOMAC RIVER, ABOUT 1
 HV6533'MILE W OF HOG ISLAND AND 1.75 MILES NW OF LEWISETTA.  IT IS
 HV6533'ON LAND OWNED BY MR. THOMAS WHO LIVES ABOUT 0.5 MILE SW.  IT
 HV6533'IS IN THE CENTER OF THE ROAD LEADING FROM THE THOMAS FARM
 HV6533'BARNS TO THE RIVER AND 82 FEET SW OF THE S BANK OF THE RIVER.
 HV6533'IT IS A STANDARD BUREAU OF ORDNANCE NAVY DEPARTMENT
 HV6533'TRIANGULATION STATION DISK SET IN CONCRETE IN A 10-INCH TILE,
 HV6533'PROJECTING 2 INCHES AND REINFORCED WITH CONCRETE.  NOT
 HV6533'STAMPED.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 HV6533'STATION NAVY.  DISTANCE 112.54 FEET.
 HV6533'
 HV6533'TO REACH THE STATION FROM CALLAO, GO EASTERLY ON U.S. HIGHWAY
 HV6533'360 FOR 1.75 MILES TO A PAVED SIDE ROAD LEFT AT A SIGN LEWISETT,
 HV6533'COUNTY HIGHWAY 624 (THIS IS 0.8 MILE W FROM THE LOTTSBURG POST
 HV6533'OFFICE).  TURN LEFT AND FOLLOW COUNTY HIGHWAY 624 FOR 4.1 MILES
 HV6533'TO A FORKS, TAKE THE LEFT FORK AND GO 0.45 MILE TO A DIRT
 HV6533'FARM ROAD LEFT (THIS IS 1.9 MILES N AND W FROM LEWISETTA), TURN
 HV6533'LEFT AND FOLLOW DIRT ROAD 0.2 MILE TO THE THOMAS FARM
 HV6533'BUILDINGS.  TURN RIGHT IN A LANE ALONG THE SE SIDE OF THE BARN
 HV6533'AND FOLLOW ROAD ACROSS FIELD FOR 0.5 MILE TO THE POTOMAC
 HV6533'RIVER AND THE STATION.
 HV6533
 HV6533                          STATION RECOVERY (1957)
 HV6533
 HV6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6533'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6533'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING
 HV6533'ADDITIONS--
 HV6533'
 HV6533'THE STATION IS 46.0 FEET SOUTHWEST OF THE SOUTH BANK OF THE
 HV6533'RIVER AND 34.0 FEET SOUTHWEST OF A 3 INCH CEDAR TREE.  THE STATION
 HV6533'MARK IS NOT STAMPED AND IS FLUSH WITH THE GROUND.
 HV6533
 HV6533                          STATION RECOVERY (1959)
 HV6533
 HV6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV6533'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.W.L.
 HV6533'IN 1942.  THE 1942 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HV6533'EXCEPTIONS AND ADDITIONS.  THE OWNERSHIP OF THE LAND WAS NOT
 HV6533'CHECKED.  THE ROAD LEADING TO THE RIVER IS NO LONGER USED AND IS
 HV6533'GROWN OVER WITH GRASS.  THE DISTANCE FROM THE MARK TO THE RIVER
 HV6533'BANK WAS NOT MEASURED BECAUSE OF A DENSE THICKET OF BRIARS AND
 HV6533'POISON IVY BUT IS MUCH LESS THAT THE 82 FEET GIVEN IN THE
 HV6533'ORIGINAL DESCRIPTION.
 HV6533'
 HV6533'THE MARK IS NEAR THE CORNER OF A FIELD, 11.1 METERS WEST OF A
 HV6533'WIRE FENCE CORNER, AND 1.0 METER SOUTH OF FENCE LINE.  THE RIVER
 HV6533'BANK IS ERODING HERE BUT APPARENTLY NOT AS RAPIDLY AS IN THIS
 HV6533'GENERAL AREA.
 HV6533
 HV6533                          STATION RECOVERY (1960)
 HV6533
 HV6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6533'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 HV6533'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING CHANGE.
 HV6533'
 HV6533'1.  THE STATION IS NOW 40 FEET S.W. OF THE SOUTH BANK OF THE
 HV6533'POTOMAC RIVER INSTEAD OF 82 FEET.
 HV6533
 HV6533                          STATION RECOVERY (2002)
 HV6533
 HV6533'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 HV6533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0347 ***********************************************************************
 GX0347  DESIGNATION -  BURG
 GX0347  PID         -  GX0347
 GX0347  STATE/COUNTY-  VA/MONTGOMERY
 GX0347  USGS QUAD   -  BLACKSBURG (1983)
 GX0347
 GX0347                         *CURRENT SURVEY CONTROL
 GX0347  ___________________________________________________________________
 GX0347* NAD 83(1993)-  37 14 18.17744(N)    080 25 36.16002(W)     ADJUSTED  
 GX0347* NAVD 88     -       643.284  (meters)    2110.51   (feet)  ADJUSTED  
 GX0347  ___________________________________________________________________
 GX0347  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GX0347  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GX0347  DYNAMIC HT  -         642.712 (meters)    2108.63  (feet)  COMP
 GX0347  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GX0347
 GX0347  HORZ ORDER  -  SECOND
 GX0347  VERT ORDER  -  SECOND    CLASS 0
 GX0347
 GX0347.The horizontal coordinates were established by classical geodetic methods
 GX0347.and adjusted by the National Geodetic Survey in September 1995..
 GX0347
 GX0347.The orthometric height was determined by differential leveling
 GX0347.and adjusted by the National Geodetic Survey in June 1991..
 GX0347
 GX0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0347
 GX0347.The geoid height was determined by GEOID03.
 GX0347
 GX0347.The dynamic height is computed by dividing the NAVD 88
 GX0347.geopotential number by the normal gravity value computed on the
 GX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0347.degrees latitude (g = 980.6199 gals.).
 GX0347
 GX0347.The modeled gravity was interpolated from observed gravity values.
 GX0347
 GX0347;                    North         East     Units Scale Factor Converg.
 GX0347;SPC VA S     - 1,102,181.770 3,329,057.866   MT  0.99994793   -1 10 09.7
 GX0347;SPC VA S     - 3,616,074.69 10,922,084.02   sFT  0.99994793   -1 10 09.7
 GX0347;UTM  17      - 4,121,471.408   550,849.538   MT  0.99963185   +0 20 48.9
 GX0347
 GX0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0347!SPC VA S     -   0.99990406  x   0.99994793  =   0.99985200
 GX0347!UTM  17      -   0.99990406  x   0.99963185  =   0.99953595
 GX0347
 GX0347|---------------------------------------------------------------------|
 GX0347| PID    Reference Object                     Distance      Geod. Az  |
 GX0347|                                                           dddmmss.s |
 GX0347| GX0348 BURG RM 1                            12.488 METERS 08346     |
 GX0347| GX3306 BLACKSBURG VPI POWER PLANT STK      APPROX. 0.9 KM 1441202.5 |
 GX0347| DC3924 BURG AZ MK                                         2763654.1 |
 GX0347| GX3310 ALLEN FIELD LOOKOUT TOWER           APPROX. 4.5 KM 3073854.9 |
 GX0347|---------------------------------------------------------------------|
 GX0347
 GX0347                          SUPERSEDED SURVEY CONTROL
 GX0347
 GX0347  NAD 83(1993)-  37 14 18.17812(N)    080 25 36.16025(W) AD(       ) 2
 GX0347  NAD 83(1986)-  37 14 18.18198(N)    080 25 36.16373(W) AD(       ) 2
 GX0347  NAD 27      -  37 14 17.71801(N)    080 25 36.98677(W) AD(       ) 2
 GX0347  NGVD 29 (??/??/92)  643.392  (m)         2110.86   (f) ADJ UNCH    2 0
 GX0347
 GX0347.Superseded values are not recommended for survey control.
 GX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0347.See file dsdata.txt to determine how the superseded data were derived.
 GX0347
 GX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5085021471(NAD 83)
 GX0347_MARKER: DE = TRAVERSE STATION DISK
 GX0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0347_STAMPING: BURG 1964
 GX0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0347+STABILITY: SURFACE MOTION
 GX0347
 GX0347  HISTORY     - Date     Condition        Report By
 GX0347  HISTORY     - 1964     MONUMENTED       CGS
 GX0347  HISTORY     - 1964     GOOD             CGS
 GX0347
 GX0347                          STATION DESCRIPTION
 GX0347
 GX0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX0347'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHWEST OF THE BUSINESS
 GX0347'SECTION OF BLACKSBURG, ABOUT 0.1 MILE NORTHWEST OF THE GILBERT
 GX0347'LINDUS ELEMENTARY SCHOOL AND 0.1 MILE SOUTH OF THE BLACKSBURG
 GX0347'NORTH CITY LIMITS.
 GX0347'
 GX0347'TO REACH THE STATION FROM THE POST OFFICE IN BLACKSBURG, GO
 GX0347'NORTH ON U.S. HIGHWAY 460, MAIN STREET, FOR 0.3 MILE, TURN
 GX0347'WEST ON TURNER STREET FOR 0.1 MILE THEN RIGHT, NORTHERLY, ON
 GX0347'PEPPER STREET FOR 0.3 MILE TO TOMS CREEK ROAD, FOLLOW TOMS
 GX0347'CREEK ROAD NORTH FOR 0.35 MILE TO THE STATION IN THE SOUTHWEST
 GX0347'ANGLE OF STREETS JUNCTION.
 GX0347'
 GX0347'THE STATION IS 50 FEET SOUTH OF A FIRE HYDRANT, 26 FEET WEST
 GX0347'OF TOMS CREEK ROAD CENTER LINE, 5 FEET NORTHWEST OF A STOP
 GX0347'SIGN AND 1.6 FEET SOUTH OF A STREET CURB.  IT IS A STANDARD
 GX0347'TRAVERSE DISK STAMPED BURG 1964 SET IN A CONCRETE MONUMENT
 GX0347'FLUSH WITH THE GROUND.
 GX0347'
 GX0347'REFERENCE MARK NO. 1 IS 17 FEET EAST OF TOMS CREEK ROAD CENTER
 GX0347'LINE, 11.6 FEET SOUTH OF A POWER POLE AND 1.5 FEET WEST OF A
 GX0347'WOVEN WIRE FENCE.  IT IS A STANDARD DISK STAMPED BURG NO 1 1964
 GX0347'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GX0347'
 GX0347'THE AZIMUTH MARK IS 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GX0347'MR. HARRY CREASY JR.S HOUSE, 32 FEET NORTH OF THE STREET, AND
 GX0347'2 FEET WEST OF AN IRON CORNER STAKE.  IT IS A STANDARD AZIMUTH
 GX0347'DISK STAMPED BURG 1964 SET IN THE TOP OF A CONCRETE MONUMENT
 GX0347'FLUSH WITH THE GROUND.
 GX0347'
 GX0347'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON TOMS
 GX0347'CREEK ROAD FOR 0.2 MILE TO A SIDE STREET LEFT, TURN WESTERLY
 GX0347'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 GX0347'
 GX0347'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
 GX0347
 GX0347                          STATION RECOVERY (1964)
 GX0347
 GX0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GX0347'AT BLACKSBURG.
 GX0347'FROM THE POST OFFICE IN BLACKSBURG GO NORTH ON U.S. HIGHWAY 460
 GX0347'FOR 0.3 MILE TO TURNER STREET, THENCE WEST FOR 0.1 MILE, THENCE
 GX0347'NORTHERLY ON PEPPER STREET FOR 0.3 MILE TO TOMS CREEK ROAD, THENCE
 GX0347'NORTH ON TOMS CREEK ROAD FOR 0.4 MILE TO THE MARK SET IN THE TOP
 GX0347'OF A CONCRETE POST, FLUSH, IN THE SOUTHWEST ANGLE OF A STREET
 GX0347'JUNCTION, 50 FEET SOUTH OF A FIRE HYDRANT, 26 FEET WEST OF
 GX0347'APPROXIMATE CENTER OF TOMS CREEK ROAD, 1.6 FEET SOUTH OF A CURB,
 GX0347'5 FEET NORTHWEST OF A STOP SIGN AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0348 ***********************************************************************
 GX0348  DESIGNATION -  BURG RM 1
 GX0348  PID         -  GX0348
 GX0348  STATE/COUNTY-  VA/MONTGOMERY
 GX0348  USGS QUAD   -  BLACKSBURG (1983)
 GX0348
 GX0348                         *CURRENT SURVEY CONTROL
 GX0348  ___________________________________________________________________
 GX0348* NAD 83(1986)-  37 14 17.     (N)    080 25 35.     (W)     SCALED    
 GX0348* NAVD 88     -       643.551  (meters)    2111.38   (feet)  ADJUSTED  
 GX0348  ___________________________________________________________________
 GX0348  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GX0348  DYNAMIC HT  -         642.978 (meters)    2109.50  (feet)  COMP
 GX0348  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 GX0348
 GX0348  VERT ORDER  -  SECOND    CLASS 0
 GX0348
 GX0348.The horizontal coordinates were scaled from a topographic map and have
 GX0348.an estimated accuracy of +/- 6 seconds.
 GX0348
 GX0348.The orthometric height was determined by differential leveling
 GX0348.and adjusted by the National Geodetic Survey in June 1991..
 GX0348
 GX0348.The geoid height was determined by GEOID03.
 GX0348
 GX0348.The dynamic height is computed by dividing the NAVD 88
 GX0348.geopotential number by the normal gravity value computed on the
 GX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0348.degrees latitude (g = 980.6199 gals.).
 GX0348
 GX0348.The modeled gravity was interpolated from observed gravity values.
 GX0348
 GX0348;                    North         East    Units  Estimated Accuracy
 GX0348;SPC VA S     - 1,102,150.    3,329,090.      MT  (+/- 180 meters Scaled)
 GX0348
 GX0348                          SUPERSEDED SURVEY CONTROL
 GX0348
 GX0348  NGVD 29 (??/??/92)  643.659  (m)         2111.74   (f) ADJ UNCH    2 0
 GX0348
 GX0348.Superseded values are not recommended for survey control.
 GX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0348.See file dsdata.txt to determine how the superseded data were derived.
 GX0348
 GX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB508214(NAD 83)
 GX0348_MARKER: DD = SURVEY DISK
 GX0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0348_STAMPING: BURG NO 1 1964
 GX0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0348+STABILITY: SURFACE MOTION
 GX0348
 GX0348  HISTORY     - Date     Condition        Report By
 GX0348  HISTORY     - 1964     MONUMENTED       CGS
 GX0348
 GX0348                          STATION DESCRIPTION
 GX0348
 GX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0348'AT BLACKSBURG.
 GX0348'AT THE BURG STATION SITE-- 40.97 FEET EAST OF STATION, 17 FEET
 GX0348'EAST OF APPROXIMATE CENTER OF TOMS CREEK ROAD, 11.6 FEET SOUTH
 GX0348'OF A POWER POLE, 1.5 FEET WEST OF A WOVEN WIRE FENCE AND SET IN
 GX0348'THE TOP OF A CONCRETE POST, FLUSH AND IS ABOUT LEVEL WITH THE
 GX0348'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2368 ***********************************************************************
 GV2368  DESIGNATION -  BURGESS
 GV2368  PID         -  GV2368
 GV2368  STATE/COUNTY-  VA/DINWIDDIE
 GV2368  USGS QUAD   -  SUTHERLAND (1974)
 GV2368
 GV2368                         *CURRENT SURVEY CONTROL
 GV2368  ___________________________________________________________________
 GV2368* NAD 83(1993)-  37 07 58.48110(N)    077 31 38.05996(W)     ADJUSTED  
 GV2368* NAVD 88     -        69.887  (meters)     229.29   (feet)  ADJUSTED  
 GV2368  ___________________________________________________________________
 GV2368  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 GV2368  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV2368  DYNAMIC HT  -          69.836 (meters)     229.12  (feet)  COMP
 GV2368  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 GV2368
 GV2368  HORZ ORDER  -  SECOND
 GV2368  VERT ORDER  -  SECOND    CLASS 0
 GV2368
 GV2368.The horizontal coordinates were established by classical geodetic methods
 GV2368.and adjusted by the National Geodetic Survey in September 1995..
 GV2368
 GV2368.The orthometric height was determined by differential leveling
 GV2368.and adjusted by the National Geodetic Survey in June 1991..
 GV2368
 GV2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2368
 GV2368.The geoid height was determined by GEOID03.
 GV2368
 GV2368.The dynamic height is computed by dividing the NAVD 88
 GV2368.geopotential number by the normal gravity value computed on the
 GV2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2368.degrees latitude (g = 980.6199 gals.).
 GV2368
 GV2368.The modeled gravity was interpolated from observed gravity values.
 GV2368
 GV2368;                    North         East     Units Scale Factor Converg.
 GV2368;SPC VA S     - 1,089,177.875 3,586,430.621   MT  0.99995374   +0 35 25.4
 GV2368;SPC VA S     - 3,573,411.08 11,766,481.13   sFT  0.99995374   +0 35 25.4
 GV2368;UTM  18      - 4,112,606.699   275,508.300   MT  1.00022086   -1 31 34.5
 GV2368
 GV2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2368!SPC VA S     -   0.99999429  x   0.99995374  =   0.99994803
 GV2368!UTM  18      -   0.99999429  x   1.00022086  =   1.00021515
 GV2368
 GV2368|---------------------------------------------------------------------|
 GV2368| PID    Reference Object                     Distance      Geod. Az  |
 GV2368|                                                           dddmmss.s |
 GV2368| GV3326 BURGESS RM 1                         21.647 METERS 09047     |
 GV2368| DC5199 BURGESS RM 3                         13.613 METERS 10604     |
 GV2368| GV2369 BURGESS RM 2                         26.829 METERS 18952     |
 GV2368| GV2370 BURGESS AZ MK                                      1933134.1 |
 GV2368| GV5653 DINWIDDIE HIGH SCHOOL DOME          APPROX. 7.6 KM 2202216.0 |
 GV2368| GV5652 DINWIDDIE ARMY COMMUN MAST          APPROX. 7.1 KM 2275827.2 |
 GV2368|---------------------------------------------------------------------|
 GV2368
 GV2368                          SUPERSEDED SURVEY CONTROL
 GV2368
 GV2368  NAD 83(1986)-  37 07 58.48829(N)    077 31 38.07906(W) AD(       ) 2
 GV2368  NAD 27      -  37 07 57.95090(N)    077 31 39.12950(W) AD(       ) 2
 GV2368  NGVD 29 (??/??/??)   70.226  (m)          230.40   (f) ADJUSTED    2 0
 GV2368
 GV2368.Superseded values are not recommended for survey control.
 GV2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2368.See file dsdata.txt to determine how the superseded data were derived.
 GV2368
 GV2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7550812607(NAD 83)
 GV2368_MARKER: DS = TRIANGULATION STATION DISK
 GV2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2368_STAMPING: BURGESS 1959
 GV2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2368+STABILITY: SURFACE MOTION
 GV2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2368+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2001
 GV2368
 GV2368  HISTORY     - Date     Condition        Report By
 GV2368  HISTORY     - 1959     MONUMENTED       CGS
 GV2368  HISTORY     - 1960     GOOD             CGS
 GV2368  HISTORY     - 1965     GOOD             CGS
 GV2368  HISTORY     - 19950426 GOOD             USPSQD
 GV2368  HISTORY     - 20010204 GOOD             USPSQD
 GV2368  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 GV2368
 GV2368                          STATION DESCRIPTION
 GV2368
 GV2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV2368'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF PETERSBURG,
 GV2368'5 MILES NORTHEAST OF DINWIDDIE, ON THE WEST SIDE OF A GRAVEL
 GV2368'ROAD AND ON THE PROPERTY OF MRS DORA DICKERSON.
 GV2368'
 GV2368'STATION, STAMPED BURGESS 1959, IS SET ABOUT 12 INCHES BELOW
 GV2368'THE SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF THE CENTERLINE
 GV2368'OF THE ROAD, 11.3 FEET SOUTHWEST OF A C AND GS SIGN, 42 FEET
 GV2368'NORTHWEST OF TELEPHONE POLE 5, 40 FEET SOUTHWEST OF A TRIANGULAR
 GV2368'BLAZED TWIN OAK TREE AND 15 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 GV2368'PINE TREE.
 GV2368'
 GV2368'R.M. 1, STAMPED BURGESS NO 1 1959, PROJECTS ABOUT 6 INCHES.
 GV2368'IT IS 19 FEET NORTHEAST OF A TRIANGULAR BLAZED PINE TREE,
 GV2368'31.4 FEET EAST OF TELEPHONE POLE 5, 43 EAST OF THE CENTERLINE
 GV2368'OF THE ROAD, 11.7 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 GV2368'PINE TREE AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE STATION.
 GV2368'
 GV2368'R.M. 2, STAMPED BURGESS NO 2 1959, PROJECTS ABOUT 3 INCHES.
 GV2368'IT IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 GV2368'40 FEET EAST OF TELEPHONE POLE 1, 28 FEET WEST OF THE CENTERLINE
 GV2368'OF THE ROAD AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE
 GV2368'STATION.
 GV2368'
 GV2368'AZIMUTH MARK, STAMPED BURGESS 1959, PROJECTS ABOUT 6 INCHES.
 GV2368'IT IS 38 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 GV2368'11 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 2.5 FEET
 GV2368'EAST OF A TELEGRAPH POLE AND 2.4 FEET WEST OF A C AND GS
 GV2368'SIGN.
 GV2368'
 GV2368'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN DINWIDDIE,
 GV2368'GO NORTHEASTERLY ON U.S. HIGHWAY 1 FOR 5.45 MILES TO A SIDE
 GV2368'ROAD RIGHT, TURN SHARP RIGHT, GO SOUTHERLY ON GRAVEL ROAD
 GV2368'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GV2368'
 GV2368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 GV2368'GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GV2368'SOUTH SIDE OF THE RAILROAD TRACKS.
 GV2368'
 GV2368'HEIGHT OF LIGHT ABOVE STATION MARK 30.48 METERS.
 GV2368
 GV2368                          STATION RECOVERY (1960)
 GV2368
 GV2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV2368'5.4 MI NE FROM DINWIDDIE.
 GV2368'ABOUT 5.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HIGH
 GV2368'SCHOOL AT DINWIDDIE, THENCE ABOUT 0.3 MILE SOUTH ALONG GRAVEL ROAD
 GV2368'NO. 660, ABOUT 20 YARDS SOUTH OF A SMALL RISE IN ROAD, 27 FEET
 GV2368'WEST OF THE CENTER LINE OF ROAD, 42 FEET WEST OF AND AT ABOUT
 GV2368'RIGHT ANGLE ACROSS THE ROAD FROM TELEPHONE POLE 5, 40 FEET
 GV2368'SOUTH-SOUTHWEST OF A TRIANGULATION STATION BLAZED FORDED 34-INCH
 GV2368'OAK TREE, 71.0 FEET WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM
 GV2368'R M 1, 88.0 FEET NORTH OF R M 2, 11 FEET SOUTHWEST OF A STEEL
 GV2368'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 GV2368'POST 10 INCHES BELOW THE SURFACE OF GROUND.
 GV2368
 GV2368                          STATION RECOVERY (1965)
 GV2368
 GV2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 GV2368'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 GV2368'REFERENCE MARK NO. 1 WAS FOUND TO BE IN GOOD CONDITION.
 GV2368'REFERENCE MARK NO. 1 HAD BEEN UPROOTED BY A BULLDOZER CLEARING
 GV2368'A BUILDING LOT.  THE MARK WAS DESTROYED AND REFERENCE MARK
 GV2368'NO. 3 WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION OF STATION
 GV2368'IS ADEQUATE.
 GV2368'
 GV2368'REFERENCE MARK NO. 3 IS 17 FEET EAST OF THE CENTERLINE OF
 GV2368'SECONDARY ROAD 660, 16 FEET WEST OF A TRIANGLE BLAZED PINE
 GV2368'TREE AND 4 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 5.  THE
 GV2368'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT
 GV2368'ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 4 INCHES AND
 GV2368'THE DISK IS STAMPED BURGESS NO 3 1959.
 GV2368'
 GV2368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 GV2368'NORTHEAST OF DINWIDDIE.
 GV2368
 GV2368                          STATION RECOVERY (1995)
 GV2368
 GV2368'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2368'RECOVERED IN GOOD CONDITION.
 GV2368
 GV2368                          STATION RECOVERY (2001)
 GV2368
 GV2368'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV2368'STATION MARK AND RM 3 FOUND IS GOOD CONDITION.  RM 1 AND RM 2 WERE NOT
 GV2368'FOUND.
 GV2368
 GV2368                          STATION RECOVERY (2006)
 GV2368
 GV2368'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8357 ***********************************************************************
 HV8357  DESIGNATION -  BURGESS
 HV8357  PID         -  HV8357
 HV8357  STATE/COUNTY-  VA/FAIRFAX
 HV8357  USGS QUAD   -  HERNDON (1994)
 HV8357
 HV8357                         *CURRENT SURVEY CONTROL
 HV8357  ___________________________________________________________________
 HV8357* NAD 83(1993)-  38 52 40.30619(N)    077 26 02.37825(W)     ADJUSTED  
 HV8357* NAVD 88     -       101.8    (meters)     334.     (feet)  VERTCON   
 HV8357  ___________________________________________________________________
 HV8357  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 HV8357  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8357
 HV8357  HORZ ORDER  -  SECOND
 HV8357
 HV8357.The horizontal coordinates were established by classical geodetic methods
 HV8357.and adjusted by the National Geodetic Survey in November 1994..
 HV8357
 HV8357.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8357
 HV8357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8357
 HV8357.The geoid height was determined by GEOID03.
 HV8357
 HV8357;                    North         East     Units Scale Factor Converg.
 HV8357;SPC VA N     - 2,134,979.773 3,592,496.918   MT  0.99995868   +0 39 55.1
 HV8357;SPC VA N     - 7,004,512.81 11,786,383.64   sFT  0.99995868   +0 39 55.1
 HV8357;UTM  18      - 4,306,038.870   288,860.717   MT  1.00014898   -1 31 41.8
 HV8357
 HV8357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8357!SPC VA N     -   0.99998903  x   0.99995868  =   0.99994771
 HV8357!UTM  18      -   0.99998903  x   1.00014898  =   1.00013800
 HV8357
 HV8357                          SUPERSEDED SURVEY CONTROL
 HV8357
 HV8357  NAD 83(1993)-  38 52 40.30574(N)    077 26 02.38428(W) AD(       ) 2
 HV8357  NAD 83(1986)-  38 52 40.30533(N)    077 26 02.39130(W) AD(       ) 2
 HV8357  NGVD 29 (01/12/90)  102.0    (m)          335.     (f) VERT ANG       
 HV8357
 HV8357.Superseded values are not recommended for survey control.
 HV8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8357.See file dsdata.txt to determine how the superseded data were derived.
 HV8357
 HV8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8886106039(NAD 83)
 HV8357_MARKER: DD = SURVEY DISK
 HV8357_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8357_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8357
 HV8357  HISTORY     - Date     Condition        Report By
 HV8357  HISTORY     - 1969     MONUMENTED       VA-059
 HV8357  HISTORY     - 1974     GOOD             VA-059
 HV8357  HISTORY     - 1977     GOOD             VA-059
 HV8357
 HV8357                          STATION DESCRIPTION
 HV8357
 HV8357'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8357'STATION IS 1.1 MILES SOUTH OF CHANTILLY ON LOT OWNED BY MR. J. T.
 HV8357'BURGESS.
 HV8357'
 HV8357'FROM CHANTILLY PROCEED SOUTHSOUTHWEST ON CENTREVILLE ROAD, ROUTE 657,
 HV8357'1.3 MILES TO BRICK HOUSE AND STATION ON LEFT, 37.6 FEET NORTHEAST OF
 HV8357'CENTERLINE OF OLD CENTREVILLE ROAD OPPOSITE, 88.3 FEET SOUTH OF SOUTH
 HV8357'EAST CORNER OF A ONE STORY BRICK RAMBLER OWNED BY J. T. BURGESS, 13.3
 HV8357'FEET SOUTHEAST OF A 8 INCH MIMOSA TREE, IN A CONCRETE MASS.
 HV8357'
 HV8357'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---BURGESS 1969---.
 HV8357
 HV8357                          STATION RECOVERY (1974)
 HV8357
 HV8357'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8357'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8357'MAP 44-2.
 HV8357
 HV8357                          STATION RECOVERY (1977)
 HV8357
 HV8357'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8357'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8357'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2370 ***********************************************************************
 GV2370  DESIGNATION -  BURGESS AZ MK
 GV2370  PID         -  GV2370
 GV2370  STATE/COUNTY-  VA/DINWIDDIE
 GV2370  USGS QUAD   -  SUTHERLAND (1974)
 GV2370
 GV2370                         *CURRENT SURVEY CONTROL
 GV2370  ___________________________________________________________________
 GV2370* NAD 83(1986)-  37 07 49.     (N)    077 31 41.     (W)     SCALED    
 GV2370* NAVD 88     -        68.184  (meters)     223.70   (feet)  ADJUSTED  
 GV2370  ___________________________________________________________________
 GV2370  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV2370  DYNAMIC HT  -          68.134 (meters)     223.54  (feet)  COMP
 GV2370  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 GV2370
 GV2370  VERT ORDER  -  SECOND    CLASS 0
 GV2370
 GV2370.The horizontal coordinates were scaled from a topographic map and have
 GV2370.an estimated accuracy of +/- 6 seconds.
 GV2370
 GV2370.The orthometric height was determined by differential leveling
 GV2370.and adjusted by the National Geodetic Survey in June 1991..
 GV2370
 GV2370.The geoid height was determined by GEOID03.
 GV2370
 GV2370.The dynamic height is computed by dividing the NAVD 88
 GV2370.geopotential number by the normal gravity value computed on the
 GV2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2370.degrees latitude (g = 980.6199 gals.).
 GV2370
 GV2370.The modeled gravity was interpolated from observed gravity values.
 GV2370
 GV2370;                    North         East    Units  Estimated Accuracy
 GV2370;SPC VA S     - 1,088,890.    3,586,360.      MT  (+/- 180 meters Scaled)
 GV2370
 GV2370                          SUPERSEDED SURVEY CONTROL
 GV2370
 GV2370  NGVD 29 (??/??/??)   68.523  (m)          224.81   (f) ADJUSTED    2 0
 GV2370
 GV2370.Superseded values are not recommended for survey control.
 GV2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2370.See file dsdata.txt to determine how the superseded data were derived.
 GV2370
 GV2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG754123(NAD 83)
 GV2370_MARKER: DZ = AZIMUTH MARK DISK
 GV2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2370_STAMPING: BURGESS 1959
 GV2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2370+STABILITY: SURFACE MOTION
 GV2370
 GV2370  HISTORY     - Date     Condition        Report By
 GV2370  HISTORY     - 1959     MONUMENTED       CGS
 GV2370  HISTORY     - 1960     GOOD             CGS
 GV2370  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV2370  HISTORY     - 20010204 MARK NOT FOUND   USPSQD
 GV2370
 GV2370                          STATION DESCRIPTION
 GV2370
 GV2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2370'5.6 MI NE FROM DINWIDDIE.
 GV2370'ABOUT 5.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HIGH
 GV2370'SCHOOL AT DINWIDDIE, THENCE ABOUT 0.5 MILE SOUTH ALONG GRAVEL
 GV2370'ROAD 660, 215 1/2 FEET SOUTHWEST OF THE CENTER OF CROSSING OF
 GV2370'ROAD 660 AND THE SEABORAD AIR LINE RAILWAY, 38 FEET SOUTHEAST
 GV2370'OF THE SOUTHEAST RAIL, 2 1/2 FEET NORTHEAST OF THE SECOND POLE
 GV2370'SOUTHWEST OF CROSSING, 2.4 FEET SOUTHWEST OF A STEEL WITNESS
 GV2370'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 GV2370'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 GV2370
 GV2370                          STATION RECOVERY (1995)
 GV2370
 GV2370'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2370'MARK NOT FOUND.
 GV2370
 GV2370                          STATION RECOVERY (2001)
 GV2370
 GV2370'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV2370'RAILWAY RAILS HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2369 ***********************************************************************
 GV2369  DESIGNATION -  BURGESS RM 2
 GV2369  PID         -  GV2369
 GV2369  STATE/COUNTY-  VA/DINWIDDIE
 GV2369  USGS QUAD   -  SUTHERLAND (1974)
 GV2369
 GV2369                         *CURRENT SURVEY CONTROL
 GV2369  ___________________________________________________________________
 GV2369* NAD 83(1986)-  37 07 58.     (N)    077 31 38.     (W)     SCALED    
 GV2369* NAVD 88     -        70.002  (meters)     229.66   (feet)  ADJUSTED  
 GV2369  ___________________________________________________________________
 GV2369  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV2369  DYNAMIC HT  -          69.951 (meters)     229.50  (feet)  COMP
 GV2369  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 GV2369
 GV2369  VERT ORDER  -  SECOND    CLASS 0
 GV2369
 GV2369.The horizontal coordinates were scaled from a topographic map and have
 GV2369.an estimated accuracy of +/- 6 seconds.
 GV2369
 GV2369.The orthometric height was determined by differential leveling
 GV2369.and adjusted by the National Geodetic Survey in June 1991..
 GV2369
 GV2369.The geoid height was determined by GEOID03.
 GV2369
 GV2369.The dynamic height is computed by dividing the NAVD 88
 GV2369.geopotential number by the normal gravity value computed on the
 GV2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2369.degrees latitude (g = 980.6199 gals.).
 GV2369
 GV2369.The modeled gravity was interpolated from observed gravity values.
 GV2369
 GV2369;                    North         East    Units  Estimated Accuracy
 GV2369;SPC VA S     - 1,089,160.    3,586,430.      MT  (+/- 180 meters Scaled)
 GV2369
 GV2369                          SUPERSEDED SURVEY CONTROL
 GV2369
 GV2369  NGVD 29 (??/??/??)   70.341  (m)          230.78   (f) ADJUSTED    2 0
 GV2369
 GV2369.Superseded values are not recommended for survey control.
 GV2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2369.See file dsdata.txt to determine how the superseded data were derived.
 GV2369
 GV2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG755125(NAD 83)
 GV2369_MARKER: DR = REFERENCE MARK DISK
 GV2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2369_STAMPING: BURGESS NO 2 1959
 GV2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2369+STABILITY: SURFACE MOTION
 GV2369
 GV2369  HISTORY     - Date     Condition        Report By
 GV2369  HISTORY     - 1959     MONUMENTED       CGS
 GV2369  HISTORY     - 1960     GOOD             CGS
 GV2369  HISTORY     - 19950426 GOOD             USPSQD
 GV2369  HISTORY     - 20010204 MARK NOT FOUND   USPSQD
 GV2369
 GV2369                          STATION DESCRIPTION
 GV2369
 GV2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2369'5.4 MI NE FROM DINWIDDIE.
 GV2369'88.0 FEET SOUTH OF TRIANGULATION STATION BURGESS, DESCRBED,
 GV2369'121 FEET SOUTHWEST OF AND ACROSS ROAD 660 FROM R M 1, 27 FEET
 GV2369'WEST OF THE CENTER LINE OF ROAD, JUST NORTH OF A ROW OF BUSHES,
 GV2369'71 1/2 FEET NORTH OF A 46-INCH OAK TREE IN FRONT OF A TWO-STORY
 GV2369'HOUSE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 GV2369'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV2369
 GV2369                          STATION RECOVERY (1995)
 GV2369
 GV2369'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2369'RECOVERED IN GOOD CONDITION.
 GV2369
 GV2369                          STATION RECOVERY (2001)
 GV2369
 GV2369'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2367 ***********************************************************************
 GV2367  DESIGNATION -  BURGESS RM 3
 GV2367  PID         -  GV2367
 GV2367  STATE/COUNTY-  VA/DINWIDDIE
 GV2367  USGS QUAD   -  SUTHERLAND (1974)
 GV2367
 GV2367                         *CURRENT SURVEY CONTROL
 GV2367  ___________________________________________________________________
 GV2367* NAD 83(1986)-  37 07 58.     (N)    077 31 38.     (W)     SCALED    
 GV2367* NAVD 88     -        70.11   (+/-2cm)     230.0    (feet)  VERTCON   
 GV2367  ___________________________________________________________________
 GV2367  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV2367
 GV2367  VERT ORDER  -  THIRD (See Below)
 GV2367
 GV2367.The horizontal coordinates were scaled from a topographic map and have
 GV2367.an estimated accuracy of +/- 6 seconds.
 GV2367
 GV2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV2367.The vertical order pertains to the NGVD 29 superseded value.
 GV2367
 GV2367.The geoid height was determined by GEOID03.
 GV2367
 GV2367;                    North         East    Units  Estimated Accuracy
 GV2367;SPC VA S     - 1,089,160.    3,586,430.      MT  (+/- 180 meters Scaled)
 GV2367
 GV2367                          SUPERSEDED SURVEY CONTROL
 GV2367
 GV2367  NGVD 29 (??/??/??)   70.45   (m)          231.1    (f) RESET       3  
 GV2367
 GV2367.Superseded values are not recommended for survey control.
 GV2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2367.See file dsdata.txt to determine how the superseded data were derived.
 GV2367
 GV2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG755125(NAD 83)
 GV2367_MARKER: DR = REFERENCE MARK DISK
 GV2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2367_STAMPING: BURGESS NO 3 1959
 GV2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2367+STABILITY: SURFACE MOTION
 GV2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2367+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 GV2367
 GV2367  HISTORY     - Date     Condition        Report By
 GV2367  HISTORY     - 1959     MONUMENTED       CGS
 GV2367  HISTORY     - 1965     GOOD             CGS
 GV2367  HISTORY     - 19950426 GOOD             USPSQD
 GV2367  HISTORY     - 20010204 GOOD             USPSQD
 GV2367  HISTORY     - 20060114 GOOD             USPSQD
 GV2367
 GV2367                          STATION DESCRIPTION
 GV2367
 GV2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV2367'5.4 MI NE FROM DINWIDDIE.
 GV2367'ABOUT 5.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE HIGH
 GV2367'SCHOOL AT DINWIDDIE, THEN ABOUT 0.3 MILE SOUTH ALONG SECONDARY
 GV2367'ROAD NO. 660, ABOUT 45 FEET EAST OF TRIANGULATION STATION BURGESS
 GV2367'1959, 17 FEET EAST OF THE CENTERLINE OF SECONDARY ROAD 660, 16
 GV2367'FEET WEST OF A TRIANGLE BLAZED PINE TREE, AND 4 FEET SOUTH OF
 GV2367'TELEPHONE POLE NUMBER 5.  A STANDARD DISK SET FLUSH IN THE TOP
 GV2367'OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTING
 GV2367'ABOUT 4 INCHES ABOVE THE GROUND.
 GV2367
 GV2367                          STATION RECOVERY (1995)
 GV2367
 GV2367'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2367'RECOVERED IN GOOD CONDITION.
 GV2367
 GV2367                          STATION RECOVERY (2001)
 GV2367
 GV2367'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV2367'RECOVERED IN GOOD CONDITION.
 GV2367
 GV2367                          STATION RECOVERY (2006)
 GV2367
 GV2367'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0280 ***********************************************************************
 GW0280  DESIGNATION -  BURK
 GW0280  PID         -  GW0280
 GW0280  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0280  USGS QUAD   -  CREWE WEST (1987)
 GW0280
 GW0280                         *CURRENT SURVEY CONTROL
 GW0280  ___________________________________________________________________
 GW0280* NAD 83(1993)-  37 11 08.59453(N)    078 14 18.31859(W)     ADJUSTED  
 GW0280* NAVD 88     -       183.694  (meters)     602.67   (feet)  ADJUSTED  
 GW0280  ___________________________________________________________________
 GW0280  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 GW0280  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW0280  DYNAMIC HT  -         183.562 (meters)     602.24  (feet)  COMP
 GW0280  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 GW0280
 GW0280  HORZ ORDER  -  THIRD
 GW0280  VERT ORDER  -  SECOND    CLASS 0
 GW0280
 GW0280.The horizontal coordinates were established by classical geodetic methods
 GW0280.and adjusted by the National Geodetic Survey in September 1995..
 GW0280
 GW0280.The orthometric height was determined by differential leveling
 GW0280.and adjusted by the National Geodetic Survey in June 1991..
 GW0280
 GW0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0280
 GW0280.The geoid height was determined by GEOID03.
 GW0280
 GW0280.The dynamic height is computed by dividing the NAVD 88
 GW0280.geopotential number by the normal gravity value computed on the
 GW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0280.degrees latitude (g = 980.6199 gals.).
 GW0280
 GW0280.The modeled gravity was interpolated from observed gravity values.
 GW0280
 GW0280;                    North         East     Units Scale Factor Converg.
 GW0280;SPC VA S     - 1,094,625.271 3,523,225.577   MT  0.99995041   +0 09 31.5
 GW0280;SPC VA S     - 3,591,283.08 11,559,115.91   sFT  0.99995041   +0 09 31.5
 GW0280;UTM  17      - 4,119,047.517   745,141.260   MT  1.00034034   +1 40 11.8
 GW0280
 GW0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0280!SPC VA S     -   0.99997612  x   0.99995041  =   0.99992653
 GW0280!UTM  17      -   0.99997612  x   1.00034034  =   1.00031645
 GW0280
 GW0280|---------------------------------------------------------------------|
 GW0280| PID    Reference Object                     Distance      Geod. Az  |
 GW0280|                                                           dddmmss.s |
 GW0280| GW0281 BURK RM 1                            23.621 METERS 05633     |
 GW0280| GW0283 BURK AZ MK                                         0755801.1 |
 GW0280| GW0282 BURK RM 2                            30.809 METERS 14229     |
 GW0280|---------------------------------------------------------------------|
 GW0280
 GW0280                          SUPERSEDED SURVEY CONTROL
 GW0280
 GW0280  NAD 83(1986)-  37 11 08.60146(N)    078 14 18.33448(W) AD(       ) 3
 GW0280  NAD 27      -  37 11 08.03177(N)    078 14 19.34825(W) AD(       ) 3
 GW0280  NGVD 29 (??/??/92)  183.928  (m)          603.44   (f) ADJ UNCH    2 0
 GW0280
 GW0280.Superseded values are not recommended for survey control.
 GW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0280.See file dsdata.txt to determine how the superseded data were derived.
 GW0280
 GW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4514119048(NAD 83)
 GW0280_MARKER: DS = TRIANGULATION STATION DISK
 GW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0280_STAMPING: BURK 1965
 GW0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0280+STABILITY: SURFACE MOTION
 GW0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0280+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW0280
 GW0280  HISTORY     - Date     Condition        Report By
 GW0280  HISTORY     - 1965     MONUMENTED       CGS
 GW0280  HISTORY     - 1965     GOOD             CGS
 GW0280  HISTORY     - 20010220 GOOD             USPSQD
 GW0280  HISTORY     - 20060125 GOOD             USPSQD
 GW0280
 GW0280                          STATION DESCRIPTION
 GW0280
 GW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0280'THE STATION IS LOCATED ON THE PROPERTY OF MR. BOSWELL, 12 MILES
 GW0280'SOUTHEAST OF FARMVILLE, 2 MILES WEST OF BURKEVILLE, 1.2 MILES
 GW0280'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 360 AND 460, 0.2
 GW0280'MILE NORTHWEST OF U.S. HIGHWAY 360 AND ON THE PRINCE
 GW0280'EDWARD-NOTTOWAY COUNTY LINE.
 GW0280'
 GW0280'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BURKEVILLE,
 GW0280'GO WESTERLY ON U.S. HIGHWAYS 460 AND 360 FOR 0.55 MILE TO THEIR
 GW0280'JUNCTION, KEEP LEFT ON U.S. HIGHWAY 360 FOR 0.2 MILE TO THE
 GW0280'WEST END OF OVERPASS AND THE AZIMUTH MARK ON THE RIGHT.
 GW0280'CONTINUE ON U.S. HIGHWAY 360 FOR 1.2 MILES TO THE JUNCTION WITH
 GW0280'COUNTY ROUTE 607, TURN RIGHT AND GO NORTHERLY ON COUNTY ROUTE
 GW0280'607 FOR 0.25 MILE TO THE STATION ON THE RIGHT IN FENCE CORNER.
 GW0280'
 GW0280'THE STATION MARK IS 40 FEET SOUTHEAST OF A DRIVEWAY, 30 FEET
 GW0280'NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE 607 AND 9.7
 GW0280'FEET EAST OF A METAL WITNESS SIGN.  IT IS A STANDARD DISK
 GW0280'STAMPED BURK 1965 SET IN A FLUSH SQUARE CONCRETE MONUMENT.
 GW0280'
 GW0280'REFERENCE MARK NO. 1 79.2 FEET SOUTH OF THE SOUTHWEST CORNER
 GW0280'OF A BRICK HOUSE, 41 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 GW0280'OF THE DRIVEWAY AND 1 FOOT NORTHWEST OF A WIRE FENCE.  IT IS
 GW0280'A STANDARD DISK STAMPED BURK NO 1 1965 SET IN A FLUSH SQUARE
 GW0280'CONCRETE MONUMENT.
 GW0280'
 GW0280'REFERENCE MARK NO. 2 IS 21 FEET NORTHEAST OF THE APPROXIMATE
 GW0280'CENTER OF COUNTY ROUTE 607 AND 1 FOOT SOUTHWEST OF A WIRE
 GW0280'FENCE.  IT IS A STANDARD DISK STAMPED BURK NO 2 1965 SET
 GW0280'IN A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 GW0280'
 GW0280'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GW0280'NO. 2 IS 122.9 FEET.
 GW0280'
 GW0280'THE AZIMUTH MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER
 GW0280'U.S. HIGHWAY 360 AND IN THE NORTHWEST WING-WALL OF OVERPASS.
 GW0280'IT IS A STANDARD DISK STAMPED BURK 1965 CEMENTED IN A DRILLED
 GW0280'HOLE IN THE CONCRETE WING-WALL OF OVERPASS.
 GW0280'
 GW0280'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 GW0280
 GW0280                          STATION RECOVERY (1965)
 GW0280
 GW0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0280'2 MI W FROM BURKEVILLE.
 GW0280'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE VIADUCT
 GW0280'AT THE JUNCTION OF U.S. HIGHWAYS 460 AND 360 AT THE WEST EDGE
 GW0280'OF BURKEVILLE, TO COUNTY ROAD 607, THENCE, NORTH FOR 0.25 MILE
 GW0280'TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH, 77.50 FEET
 GW0280'SOUTHWEST OF RM 1, 101.08 FEET NORTHWEST OF RM 2, 40.0 FEET
 GW0280'SOUTHEAST OF A DRIVEWAY, 30.0 FEET NORTHEAST OF THE APPROXIMATE
 GW0280'CENTER OF COUNTY ROUTE 607 AND 9.7 FEET EAST OF A METAL WITNESS
 GW0280'SIGN.
 GW0280
 GW0280                          STATION RECOVERY (2001)
 GW0280
 GW0280'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0280'RECOVERED IN GOOD CONDITION.
 GW0280
 GW0280                          STATION RECOVERY (2006)
 GW0280
 GW0280'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0283 ***********************************************************************
 GW0283  DESIGNATION -  BURK AZ MK
 GW0283  PID         -  GW0283
 GW0283  STATE/COUNTY-  VA/NOTTOWAY
 GW0283  USGS QUAD   -  CREWE WEST (1987)
 GW0283
 GW0283                         *CURRENT SURVEY CONTROL
 GW0283  ___________________________________________________________________
 GW0283* NAD 83(1986)-  37 11 25.     (N)    078 13 00.     (W)     SCALED    
 GW0283* NAVD 88     -       171.566  (meters)     562.88   (feet)  ADJUSTED  
 GW0283  ___________________________________________________________________
 GW0283  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GW0283  DYNAMIC HT  -         171.442 (meters)     562.47  (feet)  COMP
 GW0283  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 GW0283
 GW0283  VERT ORDER  -  SECOND    CLASS 0
 GW0283
 GW0283.The horizontal coordinates were scaled from a topographic map and have
 GW0283.an estimated accuracy of +/- 6 seconds.
 GW0283
 GW0283.The orthometric height was determined by differential leveling
 GW0283.and adjusted by the National Geodetic Survey in June 1991..
 GW0283
 GW0283.The geoid height was determined by GEOID03.
 GW0283
 GW0283.The dynamic height is computed by dividing the NAVD 88
 GW0283.geopotential number by the normal gravity value computed on the
 GW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0283.degrees latitude (g = 980.6199 gals.).
 GW0283
 GW0283.The modeled gravity was interpolated from observed gravity values.
 GW0283
 GW0283;                    North         East    Units  Estimated Accuracy
 GW0283;SPC VA S     - 1,095,140.    3,525,160.      MT  (+/- 180 meters Scaled)
 GW0283
 GW0283                          SUPERSEDED SURVEY CONTROL
 GW0283
 GW0283  NGVD 29 (??/??/92)  171.800  (m)          563.65   (f) ADJ UNCH    2 0
 GW0283
 GW0283.Superseded values are not recommended for survey control.
 GW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0283.See file dsdata.txt to determine how the superseded data were derived.
 GW0283
 GW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB470196(NAD 83)
 GW0283_MARKER: DZ = AZIMUTH MARK DISK
 GW0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0283_SP_SET: VIADUCT
 GW0283_STAMPING: BURK 1965
 GW0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0283+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW0283
 GW0283  HISTORY     - Date     Condition        Report By
 GW0283  HISTORY     - 1965     MONUMENTED       CGS
 GW0283  HISTORY     - 19960214 GOOD             USPSQD
 GW0283  HISTORY     - 20001207 GOOD             USPSQD
 GW0283  HISTORY     - 20010331 GOOD             NGS
 GW0283  HISTORY     - 20051117 GOOD             VADOT
 GW0283  HISTORY     - 20060125 GOOD             USPSQD
 GW0283
 GW0283                          STATION DESCRIPTION
 GW0283
 GW0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0283'AT BURKEVILLE.
 GW0283'AT BURKEVILLE, SET IN THE TOP OF THE NORTHWEST WING-WALL OF THE
 GW0283'VIADUCT JOINING U.S. HIGHWAYS 460 AND 360, 18.0 FEET NORTH OF THE
 GW0283'APPROXIMATE CENTER OF U.S. HIGHWAY 360, AND IS ABOUT LEVEL WITH
 GW0283'THE HIGHWAY.
 GW0283
 GW0283                          STATION RECOVERY (1996)
 GW0283
 GW0283'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0283'RECOVERED IN GOOD CONDITION.
 GW0283
 GW0283                          STATION RECOVERY (2000)
 GW0283
 GW0283'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0283'RECOVERED IN GOOD CONDITION.
 GW0283
 GW0283                          STATION RECOVERY (2001)
 GW0283
 GW0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0283
 GW0283                          STATION RECOVERY (2005)
 GW0283
 GW0283'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0283'RECOVERED IN GOOD CONDITION.
 GW0283
 GW0283                          STATION RECOVERY (2006)
 GW0283
 GW0283'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0283'MARK IS 18FT NORTH OF THE EAST BOUND LANE OF RT 360.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0281 ***********************************************************************
 GW0281  DESIGNATION -  BURK RM 1
 GW0281  PID         -  GW0281
 GW0281  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0281  USGS QUAD   -  CREWE WEST (1987)
 GW0281
 GW0281                         *CURRENT SURVEY CONTROL
 GW0281  ___________________________________________________________________
 GW0281* NAD 83(1986)-  37 11 09.     (N)    078 14 18.     (W)     SCALED    
 GW0281* NAVD 88     -       182.743  (meters)     599.55   (feet)  ADJUSTED  
 GW0281  ___________________________________________________________________
 GW0281  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW0281  DYNAMIC HT  -         182.611 (meters)     599.12  (feet)  COMP
 GW0281  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 GW0281
 GW0281  VERT ORDER  -  SECOND    CLASS 0
 GW0281
 GW0281.The horizontal coordinates were scaled from a topographic map and have
 GW0281.an estimated accuracy of +/- 6 seconds.
 GW0281
 GW0281.The orthometric height was determined by differential leveling
 GW0281.and adjusted by the National Geodetic Survey in June 1991..
 GW0281
 GW0281.The geoid height was determined by GEOID03.
 GW0281
 GW0281.The dynamic height is computed by dividing the NAVD 88
 GW0281.geopotential number by the normal gravity value computed on the
 GW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0281.degrees latitude (g = 980.6199 gals.).
 GW0281
 GW0281.The modeled gravity was interpolated from observed gravity values.
 GW0281
 GW0281;                    North         East    Units  Estimated Accuracy
 GW0281;SPC VA S     - 1,094,640.    3,523,230.      MT  (+/- 180 meters Scaled)
 GW0281
 GW0281                          SUPERSEDED SURVEY CONTROL
 GW0281
 GW0281  NGVD 29 (??/??/92)  182.977  (m)          600.32   (f) ADJ UNCH    2 0
 GW0281
 GW0281.Superseded values are not recommended for survey control.
 GW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0281.See file dsdata.txt to determine how the superseded data were derived.
 GW0281
 GW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB451190(NAD 83)
 GW0281_MARKER: DR = REFERENCE MARK DISK
 GW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0281_STAMPING: BURK NO 1 1965
 GW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0281+STABILITY: SURFACE MOTION
 GW0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0281+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW0281
 GW0281  HISTORY     - Date     Condition        Report By
 GW0281  HISTORY     - 1965     MONUMENTED       CGS
 GW0281  HISTORY     - 20010220 GOOD             USPSQD
 GW0281  HISTORY     - 20060125 GOOD             USPSQD
 GW0281
 GW0281                          STATION DESCRIPTION
 GW0281
 GW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0281'2 MI W FROM BURKEVILLE.
 GW0281'AT THE BURK STATION SITE-- 77.50 FEET NORTHEAST OF THE STATION,
 GW0281'79.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 41.0
 GW0281'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 1.0
 GW0281'FEET NORTHWEST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST,
 GW0281'FLUSH.  NOTE-- FOR DESCR. SEE STATION BURK.
 GW0281
 GW0281                          STATION RECOVERY (2001)
 GW0281
 GW0281'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0281'RECOVERED IN GOOD CONDITION.
 GW0281
 GW0281                          STATION RECOVERY (2006)
 GW0281
 GW0281'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0282 ***********************************************************************
 GW0282  DESIGNATION -  BURK RM 2
 GW0282  PID         -  GW0282
 GW0282  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0282  USGS QUAD   -  CREWE WEST (1987)
 GW0282
 GW0282                         *CURRENT SURVEY CONTROL
 GW0282  ___________________________________________________________________
 GW0282* NAD 83(1986)-  37 11 09.     (N)    078 14 18.     (W)     SCALED    
 GW0282* NAVD 88     -       183.244  (meters)     601.19   (feet)  ADJUSTED  
 GW0282  ___________________________________________________________________
 GW0282  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW0282  DYNAMIC HT  -         183.111 (meters)     600.76  (feet)  COMP
 GW0282  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 GW0282
 GW0282  VERT ORDER  -  SECOND    CLASS 0
 GW0282
 GW0282.The horizontal coordinates were scaled from a topographic map and have
 GW0282.an estimated accuracy of +/- 6 seconds.
 GW0282
 GW0282.The orthometric height was determined by differential leveling
 GW0282.and adjusted by the National Geodetic Survey in June 1991..
 GW0282
 GW0282.The geoid height was determined by GEOID03.
 GW0282
 GW0282.The dynamic height is computed by dividing the NAVD 88
 GW0282.geopotential number by the normal gravity value computed on the
 GW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0282.degrees latitude (g = 980.6199 gals.).
 GW0282
 GW0282.The modeled gravity was interpolated from observed gravity values.
 GW0282
 GW0282;                    North         East    Units  Estimated Accuracy
 GW0282;SPC VA S     - 1,094,640.    3,523,230.      MT  (+/- 180 meters Scaled)
 GW0282
 GW0282                          SUPERSEDED SURVEY CONTROL
 GW0282
 GW0282  NGVD 29 (??/??/92)  183.477  (m)          601.96   (f) ADJ UNCH    2 0
 GW0282
 GW0282.Superseded values are not recommended for survey control.
 GW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0282.See file dsdata.txt to determine how the superseded data were derived.
 GW0282
 GW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB451190(NAD 83)
 GW0282_MARKER: DR = REFERENCE MARK DISK
 GW0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0282_STAMPING: BURK NO 2 1965
 GW0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0282+STABILITY: SURFACE MOTION
 GW0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0282+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW0282
 GW0282  HISTORY     - Date     Condition        Report By
 GW0282  HISTORY     - 1965     MONUMENTED       CGS
 GW0282  HISTORY     - 20010220 GOOD             USPSQD
 GW0282  HISTORY     - 20060125 GOOD             USPSQD
 GW0282
 GW0282                          STATION DESCRIPTION
 GW0282
 GW0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0282'2 MI W FROM BURKEVILLE.
 GW0282'AT THE BURK STATION SITE-- 101.08 FEET SOUTHEAST OF THE STATION,
 GW0282'21.0 FEET NORTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE 607
 GW0282'AND 1.0 FEET SOUTHWEST OF A WIRE FENCE, SET IN THE TOP OF A
 GW0282'CONCRETE POST PROJECTING 3-INCHES.  NOTE-- FOR DESCR. SEE STATION
 GW0282'BURK.
 GW0282
 GW0282                          STATION RECOVERY (2001)
 GW0282
 GW0282'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0282'RECOVERED IN GOOD CONDITION.
 GW0282
 GW0282                          STATION RECOVERY (2006)
 GW0282
 GW0282'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8358 ***********************************************************************
 HV8358  DESIGNATION -  BURKE ECC
 HV8358  PID         -  HV8358
 HV8358  STATE/COUNTY-  VA/FAIRFAX
 HV8358  USGS QUAD   -  FAIRFAX (1994)
 HV8358
 HV8358                         *CURRENT SURVEY CONTROL
 HV8358  ___________________________________________________________________
 HV8358* NAD 83(1993)-  38 47 37.38660(N)    077 16 39.53854(W)     ADJUSTED  
 HV8358* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 HV8358  ___________________________________________________________________
 HV8358  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HV8358  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV8358
 HV8358  HORZ ORDER  -  SECOND
 HV8358
 HV8358.The horizontal coordinates were established by classical geodetic methods
 HV8358.and adjusted by the National Geodetic Survey in November 1994..
 HV8358
 HV8358.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8358
 HV8358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8358
 HV8358.The geoid height was determined by GEOID03.
 HV8358
 HV8358;                    North         East     Units Scale Factor Converg.
 HV8358;SPC VA N     - 2,125,809.033 3,606,186.472   MT  0.99995310   +0 45 46.4
 HV8358;SPC VA N     - 6,974,425.14 11,831,296.78   sFT  0.99995310   +0 45 46.4
 HV8358;UTM  18      - 4,296,349.708   302,191.622   MT  1.00008185   -1 25 38.8
 HV8358
 HV8358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8358!SPC VA N     -   0.99998940  x   0.99995310  =   0.99994250
 HV8358!UTM  18      -   0.99998940  x   1.00008185  =   1.00007125
 HV8358
 HV8358                          SUPERSEDED SURVEY CONTROL
 HV8358
 HV8358  NAD 83(1993)-  38 47 37.38502(N)    077 16 39.54337(W) AD(       ) 2
 HV8358  NAD 83(1986)-  38 47 37.38555(N)    077 16 39.55191(W) AD(       ) 2
 HV8358  NGVD 29 (01/12/90)  100.     (m)          328.     (f) VERT ANG       
 HV8358
 HV8358.Superseded values are not recommended for survey control.
 HV8358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8358.See file dsdata.txt to determine how the superseded data were derived.
 HV8358
 HV8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0219296350(NAD 83)
 HV8358_MARKER: I = METAL ROD
 HV8358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HV8358+WITH SETTING: INFORMATION.
 HV8358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8358
 HV8358  HISTORY     - Date     Condition        Report By
 HV8358  HISTORY     - 1969     MONUMENTED       VA-059
 HV8358  HISTORY     - 1977     GOOD             VA-059
 HV8358
 HV8358                          STATION DESCRIPTION
 HV8358
 HV8358'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8358'THE STATION IS AT BURKE AT DEVONSHIRE STABLES.
 HV8358'
 HV8358'FROM FIRE HALL AT BURKE PROCEED SOUTHWEST ON BURKE LAKE ROAD, ROUTE
 HV8358'645, 0.15 MILES TO PRIVATE GRAVEL ROAD RIGHT (DEVONSHIRE STABLES SIGN
 HV8358'AT ENTRANCE).  THENCE NORTHWEST ON GRAVEL ROAD 0.25 MILES TO STATION
 HV8358'ON LAWN IN FRONT OF RESIDENCE OF MR. EARHART, TENANT AND OPERATOR OF
 HV8358'DEVONSHIRE STABLES, 53.3 FEET NORTHEAST OF THE NORTHEAST STEP CORNER
 HV8358'OF THE FARM HOUSE, 4.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 HV8358'GRAVEL DRIVEWAY, 9.8 FEET NORTHWEST OF THE NORTHWEST END OF A LOW
 HV8358'WOODEN FENCE.
 HV8358'
 HV8358'STATION IS 1.5 INCH COPPERWELD ROD STAMPED---FAIRFAX COUNTY DEPARTMENT
 HV8358'OF PUBLIC WORKS---.
 HV8358
 HV8358                          STATION RECOVERY (1977)
 HV8358
 HV8358'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8358'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8358'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5193 ***********************************************************************
 HV5193  DESIGNATION -  BURKE SOUTHERN RR MICROWAVE
 HV5193  PID         -  HV5193
 HV5193  STATE/COUNTY-  VA/FAIRFAX
 HV5193  USGS QUAD   -  FAIRFAX (1994)
 HV5193
 HV5193                         *CURRENT SURVEY CONTROL
 HV5193  ___________________________________________________________________
 HV5193* NAD 83(1993)-  38 47 44.37044(N)    077 15 01.83586(W)     ADJUSTED  
 HV5193* NAVD 88     -                                                        
 HV5193  ___________________________________________________________________
 HV5193  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HV5193  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV5193
 HV5193  HORZ ORDER  -  THIRD
 HV5193
 HV5193.The horizontal coordinates were established by classical geodetic methods
 HV5193.and adjusted by the National Geodetic Survey in November 1994..
 HV5193
 HV5193
 HV5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5193
 HV5193.The geoid height was determined by GEOID03.
 HV5193
 HV5193;                    North         East     Units Scale Factor Converg.
 HV5193;SPC VA N     - 2,126,056.100 3,608,541.037   MT  0.99995321   +0 46 47.4
 HV5193;SPC VA N     - 6,975,235.72 11,839,021.72   sFT  0.99995321   +0 46 47.4
 HV5193;UTM  18      - 4,296,506.625   304,554.200   MT  1.00007041   -1 24 37.8
 HV5193
 HV5193                          SUPERSEDED SURVEY CONTROL
 HV5193
 HV5193  NAD 83(1993)-  38 47 44.36873(N)    077 15 01.84070(W) AD(       ) 4
 HV5193  NAD 83(1986)-  38 47 44.36954(N)    077 15 01.84959(W) AD(       ) 4
 HV5193  NAD 27      -  38 47 43.96116(N)    077 15 02.90419(W) AD(       ) 3
 HV5193
 HV5193.Superseded values are not recommended for survey control.
 HV5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5193.See file dsdata.txt to determine how the superseded data were derived.
 HV5193
 HV5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0455496507(NAD 83)
 HV5193_MARKER: 44 = MICROWAVE MAST
 HV5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5193+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 HV5193
 HV5193  HISTORY     - Date     Condition        Report By
 HV5193  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5193  HISTORY     - 20051201 GOOD             GEOCAC
 HV5193
 HV5193                          STATION DESCRIPTION
 HV5193
 HV5193'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5193'THE CENTER OF THE TOP OF THE BURKE, SOUTHERN RAILROAD MICROWAVE MAST
 HV5193'IS THE STATION.  THE MAST IS PAINTED ORANGE AND WHITE AND IS 210
 HV5193'FEET HIGH.
 HV5193'
 HV5193'TO REACH FROM THE INTERSECTION OF INTERSTATE 495 AND ROUTE 620
 HV5193'(BRADDOCK ROAD), GO WEST ON ROUTE 620 FOR 2 MILES TO INTERSECTION
 HV5193'WITH ROLLING ROAD ON LEFT.  TURN LEFT AND GO SE ON ROLLING ROAD
 HV5193'FOR 1 MILE TO INTERSECTION WITH BURKE ROAD ON RIGHT (JUST PAST
 HV5193'RAILROAD CROSSOVER).  TURN RIGHT AND GO 0.15 MILE TO MAST ON
 HV5193'RIGHT.
 HV5193
 HV5193                          STATION RECOVERY (2005)
 HV5193
 HV5193'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV5193'GOOD AS PREVIOUSLY DESCRIBED, FCC ANTENNA STRUCTURE REGISTRATION
 HV5193'NUMBER 1032855.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3402 ***********************************************************************
 GX3402  DESIGNATION -  BURKES
 GX3402  PID         -  GX3402
 GX3402  STATE/COUNTY-  VA/TAZEWELL
 GX3402  USGS QUAD   -  GARDEN MOUNTAIN (1976)
 GX3402
 GX3402                         *CURRENT SURVEY CONTROL
 GX3402  ___________________________________________________________________
 GX3402* NAD 83(1993)-  37 06 41.55759(N)    081 21 04.26671(W)     ADJUSTED  
 GX3402* NAVD 88     -       936.     (meters)    3071.     (feet)  SCALED    
 GX3402  ___________________________________________________________________
 GX3402  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 GX3402  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 GX3402
 GX3402  HORZ ORDER  -  THIRD
 GX3402
 GX3402.The horizontal coordinates were established by classical geodetic methods
 GX3402.and adjusted by the National Geodetic Survey in December 1995..
 GX3402
 GX3402.The orthometric height was scaled from a topographic map.
 GX3402
 GX3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3402
 GX3402.The geoid height was determined by GEOID03.
 GX3402
 GX3402;                    North         East     Units Scale Factor Converg.
 GX3402;SPC VA S     - 1,090,187.710 3,246,632.287   MT  0.99995532   -1 43 49.6
 GX3402;SPC VA S     - 3,576,724.18 10,651,659.43   sFT  0.99995532   -1 43 49.6
 GX3402;UTM  17      - 4,107,304.096   468,798.572   MT  0.99961199   -0 12 42.8
 GX3402
 GX3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3402!SPC VA S     -   0.99985793  x   0.99995532  =   0.99981326
 GX3402!UTM  17      -   0.99985793  x   0.99961199  =   0.99946998
 GX3402
 GX3402|---------------------------------------------------------------------|
 GX3402| PID    Reference Object                     Distance      Geod. Az  |
 GX3402|                                                           dddmmss.s |
 GX3402| DC3926 BURKES RM 1                          12.174 METERS 05428     |
 GX3402| DC3928 BURKES RM 3                          16.425 METERS 10255     |
 GX3402| DC3925 BURKES AZ MK                                       1514829.9 |
 GX3402| GX3404 CHESTNUT MOUNTAIN FIRE TOWER        APPROX. 7.3 KM 2154244.1 |
 GX3402| DC3927 BURKES RM 2                           8.838 METERS 34046     |
 GX3402|---------------------------------------------------------------------|
 GX3402
 GX3402                          SUPERSEDED SURVEY CONTROL
 GX3402
 GX3402  NAD 83(1993)-  37 06 41.55884(N)    081 21 04.26483(W) AD(       ) 3
 GX3402  NAD 83(1986)-  37 06 41.56406(N)    081 21 04.26593(W) AD(       ) 3
 GX3402  NAD 27      -  37 06 41.13948(N)    081 21 04.89265(W) AD(       ) 3
 GX3402
 GX3402.Superseded values are not recommended for survey control.
 GX3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3402.See file dsdata.txt to determine how the superseded data were derived.
 GX3402
 GX3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6879907304(NAD 83)
 GX3402_MARKER: DS = TRIANGULATION STATION DISK
 GX3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3402
 GX3402  HISTORY     - Date     Condition        Report By
 GX3402  HISTORY     - 1934     MONUMENTED       CGS
 GX3402  HISTORY     - 1961     GOOD             VADH
 GX3402  HISTORY     - 1963     GOOD             CGS
 GX3402  HISTORY     - 1972     GOOD             NGS
 GX3402
 GX3402                          STATION DESCRIPTION
 GX3402
 GX3402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3402'STATION IS ON THE PROPERTY OF MR. LELAND EDWARDS AT BURKES
 GX3402'GARDEN, VA.  IT IS INSIDE SMALL PASTURE ADJOINING THE EDWARDS
 GX3402'YARD, WHICH IS ON THE W SIDE OF STATE HIGHWAY 87, AND IS
 GX3402'22.0 FEET W OF THE CENTER LINE OF HIGHWAY, 3.2 FEET W OF
 GX3402'THE FENCE LINE, 60 FEET N OF THE NE CORNER OF WHITE METHODIST
 GX3402'CHURCH.
 GX3402'
 GX3402'SURFACE, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE STANDARD
 GX3402'BRONZE DISKS SET IN THE TOP OF CONCRETE CYLINDERS.
 GX3402'
 GX3402'UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 GX3402'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTE 7A.
 GX3402'
 GX3402'REFERENCE MARK NO. 1 IS E OF THE STATION, ON RIGHT-OF-WAY
 GX3402'HIGHWAY, 20.0 FEET E OF THE CENTER LINE OF ROAD.
 GX3402'
 GX3402'REFERENCE MARK NO. 2 IS N OF THE STATION, 1 FOOT W OF N-S
 GX3402'FENCE LINE, AT THE INTERSECTION OF TWO FENCE LINES, 19.0
 GX3402'FEET W OF THE CENTER LINE OF ROAD.
 GX3402'
 GX3402'AZIMUTH MARK IS SSE OF STATION ON RIGHT-OF-WAY HIGHWAY, 20
 GX3402'FEET E OF THE CENTER LINE OF ROAD, 2 FEET W OF FENCE LINE.
 GX3402'
 GX3402'ALL STATIONS ARE VISIBLE FROM GROUND.
 GX3402'
 GX3402'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GX3402
 GX3402                          STATION RECOVERY (1961)
 GX3402
 GX3402'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GX3402'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GX3402'WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE.  IT IS SET
 GX3402'AT THE TOP OF THE SLOPE OF THE DRAIN DITCH.
 GX3402
 GX3402                          STATION RECOVERY (1963)
 GX3402
 GX3402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3402'THE STATION MARK, REFERENCE NO. 1, REFERENCE NO. 2 AND AZIMUTH
 GX3402'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GX3402'METHODIST CHURCH MENTIONED IN THE DESCRIPTION SHOULD READ
 GX3402'THE FIRST PRESBYTERIAN CHURCH.
 GX3402
 GX3402                          STATION RECOVERY (1972)
 GX3402
 GX3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GX3402'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED AND
 GX3402'FOUND TO BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT
 GX3402'REQUESTED THAT REFERENCE MARK NO. 1 BE RELOCATED DUE TO HIGHWAY
 GX3402'IMPROVEMENTS.  THE MARK WAS FOUND DESTROYED WHEN STATION WAS
 GX3402'VISITED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 GX3402'NOT RECOVERED AND FROM APPEARANCES THE MARK WAS APPARENTLY
 GX3402'DESTROYED BY THE CONSTRUCTION AS THE LOCATION IS ABOUT THE CENTER
 GX3402'OF THE PRESENT DITCH LINE.  NO STATIONS OR OBJECTS, INCLUDING
 GX3402'THE CHESTNUT MOUNTAIN FIRE TOWER LISTED IN THE DESCRIPTION, WERE
 GX3402'VISIBLE SO A NEW AZIMUTH MARK WAS NOT ESTABLISHED.  A
 GX3402'DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.  THE
 GX3402'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE HIGHWAY NUMBER IS NOW
 GX3402'SECONDARY STATE ROAD 623 AND THE NEARBY CHURCH IS THE FIRST
 GX3402'PRESBYTERIAN CHURCH.
 GX3402'
 GX3402'REFERNCE MARK NO. 3 IS 20 FEET EAST OF THE APPROXIMATE CENTERLINE
 GX3402'OF THE ROAD, 3 FEET NORTHEAST OF UTILITY POLE AND 1.5 FEET WEST OF
 GX3402'FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GX3402'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECT ABOUT 4 INCHES
 GX3402'AND THE DISK IS STAMPED BURKES 1934 NO 3 1972.
 GX3402'
 GX3402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BURKES GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2314 ***********************************************************************
 GW2314  DESIGNATION -  BURKEVILLE MUNICIPAL TANK
 GW2314  PID         -  GW2314
 GW2314  STATE/COUNTY-  VA/NOTTOWAY
 GW2314  USGS QUAD   -  CREWE WEST (1987)
 GW2314
 GW2314                         *CURRENT SURVEY CONTROL
 GW2314  ___________________________________________________________________
 GW2314* NAD 83(1993)-  37 11 15.40644(N)    078 12 06.11378(W)     ADJUSTED  
 GW2314* NAVD 88     -                                                        
 GW2314  ___________________________________________________________________
 GW2314  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 GW2314  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GW2314
 GW2314  HORZ ORDER  -  THIRD
 GW2314
 GW2314.The horizontal coordinates were established by classical geodetic methods
 GW2314.and adjusted by the National Geodetic Survey in September 1995..
 GW2314
 GW2314
 GW2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2314
 GW2314.The geoid height was determined by GEOID03.
 GW2314
 GW2314;                    North         East     Units Scale Factor Converg.
 GW2314;SPC VA S     - 1,094,844.927 3,526,485.595   MT  0.99995030   +0 10 51.8
 GW2314;SPC VA S     - 3,592,003.73 11,569,811.49   sFT  0.99995030   +0 10 51.8
 GW2314;UTM  17      - 4,119,353.192   748,395.653   MT  1.00036013   +1 41 32.0
 GW2314
 GW2314                          SUPERSEDED SURVEY CONTROL
 GW2314
 GW2314  NAD 83(1986)-  37 11 15.41338(N)    078 12 06.12971(W) AD(       ) 4
 GW2314  NAD 27      -  37 11 14.84541(N)    078 12 07.12697(W) AD(       ) 3
 GW2314
 GW2314.Superseded values are not recommended for survey control.
 GW2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2314.See file dsdata.txt to determine how the superseded data were derived.
 GW2314
 GW2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4839619353(NAD 83)
 GW2314_MARKER: 53 = ELEVATED TANK
 GW2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2314+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2314
 GW2314  HISTORY     - Date     Condition        Report By
 GW2314  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2314  HISTORY     - 19960214 GOOD             USPSQD
 GW2314  HISTORY     - 20001207 GOOD             USPSQD
 GW2314  HISTORY     - 20010331 GOOD             NGS
 GW2314
 GW2314                          STATION DESCRIPTION
 GW2314
 GW2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2314'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE MAIN
 GW2314'BUSINESS DISTRICT OF BURKEVILLE.  IT IS A FOUR-LEGGED STEEL
 GW2314'STRUCTURE, PAINTED SILVER, THE OVER-ALL HEIGHT IS 150 FEET.
 GW2314'
 GW2314'THE APEX WAS THE POINT OBSERVED.
 GW2314'
 GW2314'TO REACH THE STATION FROM THE POST OFFICE IN BURKEVILLE, GO
 GW2314'NORTH ON MAIN STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 GW2314
 GW2314                          STATION RECOVERY (1996)
 GW2314
 GW2314'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2314'RECOVERED IN GOOD CONDITION.
 GW2314
 GW2314                          STATION RECOVERY (2000)
 GW2314
 GW2314'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2314'RECOVERED IN GOOD CONDITION.
 GW2314
 GW2314                          STATION RECOVERY (2001)
 GW2314
 GW2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2315 ***********************************************************************
 GW2315  DESIGNATION -  BURKEVILLE PIEDMONT SANAT STK
 GW2315  PID         -  GW2315
 GW2315  STATE/COUNTY-  VA/NOTTOWAY
 GW2315  USGS QUAD   -  CREWE WEST (1987)
 GW2315
 GW2315                         *CURRENT SURVEY CONTROL
 GW2315  ___________________________________________________________________
 GW2315* NAD 83(1993)-  37 11 29.57944(N)    078 10 17.75897(W)     ADJUSTED  
 GW2315* NAVD 88     -                                                        
 GW2315  ___________________________________________________________________
 GW2315  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 GW2315  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GW2315
 GW2315  HORZ ORDER  -  THIRD
 GW2315
 GW2315.The horizontal coordinates were established by classical geodetic methods
 GW2315.and adjusted by the National Geodetic Survey in September 1995..
 GW2315
 GW2315
 GW2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2315
 GW2315.The geoid height was determined by GEOID03.
 GW2315
 GW2315;                    North         East     Units Scale Factor Converg.
 GW2315;SPC VA S     - 1,095,290.700 3,529,156.454   MT  0.99995009   +0 11 57.5
 GW2315;SPC VA S     - 3,593,466.24 11,578,574.13   sFT  0.99995009   +0 11 57.5
 GW2315;UTM  17      - 4,119,869.464   751,054.938   MT  1.00037649   +1 42 38.2
 GW2315
 GW2315                          SUPERSEDED SURVEY CONTROL
 GW2315
 GW2315  NAD 83(1986)-  37 11 29.58641(N)    078 10 17.77489(W) AD(       ) 4
 GW2315  NAD 27      -  37 11 29.02127(N)    078 10 18.76838(W) AD(       ) 3
 GW2315
 GW2315.Superseded values are not recommended for survey control.
 GW2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2315.See file dsdata.txt to determine how the superseded data were derived.
 GW2315
 GW2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5105519869(NAD 83)
 GW2315_MARKER: 63 = STACK
 GW2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2315+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2315
 GW2315  HISTORY     - Date     Condition        Report By
 GW2315  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2315  HISTORY     - 19960214 GOOD             USPSQD
 GW2315  HISTORY     - 20001207 GOOD             USPSQD
 GW2315  HISTORY     - 20010331 GOOD             NGS
 GW2315
 GW2315                          STATION DESCRIPTION
 GW2315
 GW2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2315'THE STATION IS LOCATED 1.0 MILE EAST OF BURKEVILLE, ABOUT
 GW2315'3.5 MILES NORTHWEST OF CREWE.
 GW2315'
 GW2315'IT IS A ROUND RED BRICK STACK, THE OVER-ALL HEIGHT IS 135
 GW2315'FEET.  THE APEX WAS THE POINT OBSERVED.
 GW2315'
 GW2315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW2315'AND 360 AT THE EAST EDGE OF BURKEVILLE, GO EAST ON U.S. HIGHWAY
 GW2315'460 FOR 0.7 MILE TO THE SANATORIUM AND STATION ON THE LEFT.
 GW2315
 GW2315                          STATION RECOVERY (1996)
 GW2315
 GW2315'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2315'RECOVERED IN GOOD CONDITION.
 GW2315
 GW2315                          STATION RECOVERY (2000)
 GW2315
 GW2315'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2315'RECOVERED IN GOOD CONDITION.
 GW2315
 GW2315                          STATION RECOVERY (2001)
 GW2315
 GW2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2316 ***********************************************************************
 GW2316  DESIGNATION -  BURKEVILLE PIEDMONT SANAT TANK
 GW2316  PID         -  GW2316
 GW2316  STATE/COUNTY-  VA/NOTTOWAY
 GW2316  USGS QUAD   -  CREWE WEST (1987)
 GW2316
 GW2316                         *CURRENT SURVEY CONTROL
 GW2316  ___________________________________________________________________
 GW2316* NAD 83(1993)-  37 11 34.55675(N)    078 10 26.61506(W)     ADJUSTED  
 GW2316* NAVD 88     -                                                        
 GW2316  ___________________________________________________________________
 GW2316  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GW2316  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GW2316
 GW2316  HORZ ORDER  -  THIRD
 GW2316
 GW2316.The horizontal coordinates were established by classical geodetic methods
 GW2316.and adjusted by the National Geodetic Survey in September 1995..
 GW2316
 GW2316
 GW2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2316
 GW2316.The geoid height was determined by GEOID03.
 GW2316
 GW2316;                    North         East     Units Scale Factor Converg.
 GW2316;SPC VA S     - 1,095,443.375 3,528,937.516   MT  0.99995002   +0 11 52.2
 GW2316;SPC VA S     - 3,593,967.14 11,577,855.83   sFT  0.99995002   +0 11 52.2
 GW2316;UTM  17      - 4,120,016.375   750,831.954   MT  1.00037511   +1 42 33.0
 GW2316
 GW2316                          SUPERSEDED SURVEY CONTROL
 GW2316
 GW2316  NAD 83(1986)-  37 11 34.56371(N)    078 10 26.63097(W) AD(       ) 4
 GW2316  NAD 27      -  37 11 33.99916(N)    078 10 27.62453(W) AD(       ) 3
 GW2316
 GW2316.Superseded values are not recommended for survey control.
 GW2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2316.See file dsdata.txt to determine how the superseded data were derived.
 GW2316
 GW2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5083220016(NAD 83)
 GW2316_MARKER: 53 = ELEVATED TANK
 GW2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2316+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2316
 GW2316  HISTORY     - Date     Condition        Report By
 GW2316  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2316  HISTORY     - 19960214 GOOD             USPSQD
 GW2316  HISTORY     - 20001207 GOOD             USPSQD
 GW2316  HISTORY     - 20010331 GOOD             NGS
 GW2316
 GW2316                          STATION DESCRIPTION
 GW2316
 GW2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2316'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CREWE
 GW2316'AND 1 MILE NORTHEAST OF BURKEVILLE.
 GW2316'
 GW2316'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460
 GW2316'AND 360 AT THE EAST EDGE OF BURKEVILLE, GO EAST ON U.S. HIGHWAY
 GW2316'460 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 GW2316'
 GW2316'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 GW2316'A TANK PAINTED SILVER AND THE OVER-ALL HEIGHT IS 90 FEET.
 GW2316'THE POINT INTERSECTED WAS THE APEX.
 GW2316
 GW2316                          STATION RECOVERY (1996)
 GW2316
 GW2316'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2316'RECOVERED IN GOOD CONDITION.
 GW2316
 GW2316                          STATION RECOVERY (2000)
 GW2316
 GW2316'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2316'RECOVERED IN GOOD CONDITION.
 GW2316
 GW2316                          STATION RECOVERY (2001)
 GW2316
 GW2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2316'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2317 ***********************************************************************
 GW2317  DESIGNATION -  BURKEVILLE VENEER CO TANK
 GW2317  PID         -  GW2317
 GW2317  STATE/COUNTY-  VA/NOTTOWAY
 GW2317  USGS QUAD   -  CREWE WEST (1987)
 GW2317
 GW2317                         *CURRENT SURVEY CONTROL
 GW2317  ___________________________________________________________________
 GW2317* NAD 83(1993)-  37 11 17.35682(N)    078 11 51.72556(W)     ADJUSTED  
 GW2317* NAVD 88     -                                                        
 GW2317  ___________________________________________________________________
 GW2317  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GW2317  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GW2317
 GW2317  HORZ ORDER  -  THIRD
 GW2317
 GW2317.The horizontal coordinates were established by classical geodetic methods
 GW2317.and adjusted by the National Geodetic Survey in September 1995..
 GW2317
 GW2317
 GW2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2317
 GW2317.The geoid height was determined by GEOID03.
 GW2317
 GW2317;                    North         East     Units Scale Factor Converg.
 GW2317;SPC VA S     - 1,094,906.179 3,526,840.263   MT  0.99995027   +0 11 00.5
 GW2317;SPC VA S     - 3,592,204.69 11,570,975.10   sFT  0.99995027   +0 11 00.5
 GW2317;UTM  17      - 4,119,423.805   748,748.727   MT  1.00036229   +1 41 40.8
 GW2317
 GW2317                          SUPERSEDED SURVEY CONTROL
 GW2317
 GW2317  NAD 83(1986)-  37 11 17.36376(N)    078 11 51.74149(W) AD(       ) 4
 GW2317  NAD 27      -  37 11 16.79608(N)    078 11 52.73832(W) AD(       ) 3
 GW2317
 GW2317.Superseded values are not recommended for survey control.
 GW2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2317.See file dsdata.txt to determine how the superseded data were derived.
 GW2317
 GW2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4874919424(NAD 83)
 GW2317_MARKER: 53 = ELEVATED TANK
 GW2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2317+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2317
 GW2317  HISTORY     - Date     Condition        Report By
 GW2317  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2317  HISTORY     - 19960214 GOOD             USPSQD
 GW2317  HISTORY     - 20001207 GOOD             USPSQD
 GW2317  HISTORY     - 20010331 GOOD             NGS
 GW2317
 GW2317                          STATION DESCRIPTION
 GW2317
 GW2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2317'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE BUSINESS
 GW2317'DISTRICT OF BURKEVILLE.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 GW2317'PAINTED SILVER, THE OVERALL HEIGHT IS 150 FEET.  THE APEX
 GW2317'WAS THE POINT OBSERVED.
 GW2317'
 GW2317'TO REACH THE STATION FROM THE POST OFFICE IN BURKEVILLE,
 GW2317'GO NORTH ON MAIN STREET FOR 0.15 MILE, TURN RIGHT ON COUNTY
 GW2317'ROAD 724 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 GW2317
 GW2317                          STATION RECOVERY (1996)
 GW2317
 GW2317'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2317'RECOVERED IN GOOD CONDITION.
 GW2317
 GW2317                          STATION RECOVERY (2000)
 GW2317
 GW2317'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2317'RECOVERED IN GOOD CONDITION.
 GW2317
 GW2317                          STATION RECOVERY (2001)
 GW2317
 GW2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2317'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4835 ***********************************************************************
 HV4835  DESIGNATION -  BURLING PB PP 1930
 HV4835  PID         -  HV4835
 HV4835  STATE/COUNTY-  VA/FAIRFAX
 HV4835  USGS QUAD   -  FALLS CHURCH (1994)
 HV4835
 HV4835                         *CURRENT SURVEY CONTROL
 HV4835  ___________________________________________________________________
 HV4835* NAD 83(1993)-  38 57 31.90371(N)    077 11 47.65000(W)     ADJUSTED  
 HV4835* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 HV4835  ___________________________________________________________________
 HV4835  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HV4835  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV4835
 HV4835  HORZ ORDER  -  SECOND
 HV4835
 HV4835.The horizontal coordinates were established by classical geodetic methods
 HV4835.and adjusted by the National Geodetic Survey in November 1994..
 HV4835
 HV4835.The orthometric height was scaled from a topographic map.
 HV4835
 HV4835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4835
 HV4835.The geoid height was determined by GEOID03.
 HV4835
 HV4835;                    North         East     Units Scale Factor Converg.
 HV4835;SPC VA N     - 2,144,236.437 3,612,969.229   MT  0.99996609   +0 48 48.6
 HV4835;SPC VA N     - 7,034,882.38 11,853,549.88   sFT  0.99996609   +0 48 48.6
 HV4835;SPC MD       -   143,457.849   382,962.890   MT  0.99995090   -0 07 24.1
 HV4835;SPC MD       -   470,661.29  1,256,437.41   sFT  0.99995090   -0 07 24.1
 HV4835;UTM  18      - 4,314,506.010   309,675.245   MT  1.00004606   -1 22 53.5
 HV4835
 HV4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4835!SPC VA N     -   0.99998933  x   0.99996609  =   0.99995542
 HV4835!SPC MD       -   0.99998933  x   0.99995090  =   0.99994023
 HV4835!UTM  18      -   0.99998933  x   1.00004606  =   1.00003539
 HV4835
 HV4835:                Primary Azimuth Mark                     Grid Az
 HV4835:SPC VA N     -  BOUCHER                                  077 41 31.5
 HV4835:SPC MD       -  BOUCHER                                  078 37 44.2
 HV4835:UTM  18      -  BOUCHER                                  079 53 13.6
 HV4835
 HV4835|---------------------------------------------------------------------|
 HV4835| PID    Reference Object                     Distance      Geod. Az  |
 HV4835|                                                           dddmmss.s |
 HV4835| HV2292 BOUCHER                             APPROX. 1.4 KM 0783020.1 |
 HV4835|---------------------------------------------------------------------|
 HV4835
 HV4835                          SUPERSEDED SURVEY CONTROL
 HV4835
 HV4835  NAD 83(1993)-  38 57 31.90300(N)    077 11 47.65164(W) AD(       ) 2
 HV4835  NAD 83(1986)-  38 57 31.90309(N)    077 11 47.66109(W) AD(       ) 2
 HV4835  NAD 27      -  38 57 31.50574(N)    077 11 48.72620(W) AD(       ) 2
 HV4835
 HV4835.Superseded values are not recommended for survey control.
 HV4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4835.See file dsdata.txt to determine how the superseded data were derived.
 HV4835
 HV4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0967514506(NAD 83)
 HV4835_MARKER: Z = SEE DESCRIPTION
 HV4835_SETTING: 0 = UNSPECIFIED SETTING
 HV4835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4835
 HV4835  HISTORY     - Date     Condition        Report By
 HV4835  HISTORY     - 1930     MONUMENTED       PBPP
 HV4835  HISTORY     - 1930     GOOD             PBPP
 HV4835  HISTORY     - 1931     GOOD             PBPP
 HV4835  HISTORY     - 1956     GOOD             CGS
 HV4835  HISTORY     - 1958     GOOD             CGS
 HV4835  HISTORY     - 20050129 POOR             GEOCAC
 HV4835
 HV4835                          STATION DESCRIPTION
 HV4835
 HV4835'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV4835'STATION IS LOCATED ON A TIMBERED HILL ON THE ESTATE OF EDWARD
 HV4835'BURLING, ON THE RIVER SIDE OF THE LANGLEY TO GREAT FALLS ROAD,
 HV4835'VIRGINIA.  THERE IS AN OLD LOGGING ROAD RUNNING FROM THE CLEARED
 HV4835'FIELD IN THE REAR OF THE HOME OF E.B. JONES ONTO THE HILL ON WHICH
 HV4835'THE STATION IS LOCATED.  THE STATION IS JUST A LITTLE W OF N
 HV4835'FROM JONES HOUSE, WHICH IS A LARGE BRICK HOUSE ON THE RIVER SIDE
 HV4835'OF THE ROAD AT THE TOP OF A HILL JUST BEFORE REACHING THE TOLL
 HV4835'GATE.
 HV4835'
 HV4835'STATION IS A STANDARD U.S.P.B. AND P.P. TRIANGULATION MARK SET IN
 HV4835'CONCRETE IN A 5-INCH IRON PIPE.
 HV4835'
 HV4835'UNDERGROUND MARKER CONSISTS OF A SOFT DRINK BOTTLE WITH TOP
 HV4835'ABOUT 3 FEET 10 INCHES BELOW SURFACE OF GROUND.
 HV4835
 HV4835                          STATION RECOVERY (1930)
 HV4835
 HV4835'RECOVERY NOTE BY PUB BLDGS AND PARKS 1930
 HV4835'STATION LOCATED ON VIRGINIA SIDE OF POTOMAC RIVER, ON ESTATE
 HV4835'OF HENRY BURLING, ON WOODED RIDGE, ABOUT 360 FEET ALONG CENTER
 HV4835'LINE OF OLD LOGGING ROAD FROM WHERE ROAD ENTERS WOODS E AT
 HV4835'BASE OF 30-INCH POPLAR FROM WHICH THE LIMBS HAVE BEEN CUT OFF.
 HV4835'
 HV4835'STATION CONSISTS OF STANDARD P.B. AND P.P. BRASS DISK SET IN
 HV4835'6-INCH TERRA COTTA PIPE, SURROUNDED BY CONCRETE.  NO UNDERGROUND
 HV4835'MARKER SET ON ACCOUNT OF ROOTS OF TREE AND A HOLE ABOUT 14 INCHES
 HV4835'DEEP WAS DUG.
 HV4835'
 HV4835'TWO AZIMUTH MARKERS, STANDARD BRASS DISKS IN TERRA COTTA PIPE
 HV4835'AND CAST IRON PIPE WERE SET ON JONES PROPERTY NEAR BASE OF CEDAR
 HV4835'TREE AND ABOUT 4 INCHES BELOW THE SURFACE.  ON GRAYSONS PROPERTY
 HV4835'NEAR LINEHURST ROAD, ALONG FENCE LINE AND NEAR WHERE LOGGING
 HV4835'ROAD LEAVES LINEHURST ROAD.
 HV4835'
 HV4835'ENTRANCE TO STATION ALONG GREAT FALLS ROAD TO OLD LINEHURST
 HV4835'ROAD, THENCE ALONG LINEHURST ROAD ABOUT 750 FEET TO OLD LOGGING
 HV4835'ROAD, THENCE ALONG OLD LOGGING ROAD INTO WOODS BEYOND JONES
 HV4835'PROPERTY.
 HV4835
 HV4835                          STATION RECOVERY (1931)
 HV4835
 HV4835'RECOVERY NOTE BY PUB BLDGS AND PARKS 1931
 HV4835'ON ACCOUNT OF THE ROOTS OF A LARGE POPLAR TREE WHICH WAS ONLY
 HV4835'0.7 FOOT AWAY NO UNDERGROUND MARKER WAS PLACED AT THIS STATION,
 HV4835'BUT TWO REFERENCE STATIONS WERE ESTABLISHED BOTH WITH UNDERGROUND
 HV4835'MARKERS AND SURFACE MARKERS STAMPED REFERENCE STATIONS NOS. 1 AND
 HV4835'2.
 HV4835'
 HV4835'REFERENCE STATION NO. 1 IS N 49 DEG 03 MIN W 19.63 FEET FROM STATION
 HV4835'BURLING AND CONSISTS OF A STANDARD DISK SET IN CONCRETE IN AN
 HV4835'8-INCH TERRA COTTA PIPE WITH A SOFT DRINK BOTTLE FOR THE SUBSURFACE
 HV4835'MARK.
 HV4835'
 HV4835'REFERENCE STATION NO. 2 IS S 46 DEG 38 MIN W 22.75 FEET FROM
 HV4835'STATION BURLING AND CONSISTS OF A BRONZE DISK SET IN A GRANITE
 HV4835'STONE WITH A BRASS PLUG SET IN CONCRETE IN A PINE MILK BOTTLE.
 HV4835
 HV4835                          STATION RECOVERY (1956)
 HV4835
 HV4835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MLC)
 HV4835'THE STATION AND TWO REFERENCE STATIONS RECOVERED.  THE STATION
 HV4835'MARK, SET 0.7 FT. AWAY FROM THE LARGE POPLAR TREE MENTIONED
 HV4835'IN THE 1931 RECOVERY NOTE, APPEARS TO BE DISTURBED BY GROWTH
 HV4835'OF THE TREE.  THE TWO REFERENCE STATIONS ARE IN GOOD CONDITION.
 HV4835'NO OBSERVATIONS WERE MADE AT THE STATION.
 HV4835'
 HV4835'TO REACH THE STATION FROM THE JUNCTION OF BALLS HILL ROAD AND
 HV4835'STATE HIGHWAY 193, GO W ON STATE HIGHWAY 193 FOR 0.15 MI. TO
 HV4835'A LOCKED GATE ON THE RIGHT AT ENTRANCE TO THE BURLING PROPERTY.
 HV4835'FROM THE GATE FOLLOW THE ROAD N FOR 0.15 MI. TO THE TOP OF A
 HV4835'WOODED HILL AND STATION ON THE RIGHT ABOUT 150 FT. FROM ROAD.
 HV4835
 HV4835                          STATION RECOVERY (1958)
 HV4835
 HV4835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV4835'STATION MARK APPEARS TO HAVE BEEN MOVED BY THE GROWTH OF A LARGE
 HV4835'POPLAR TREE.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HV4835'AND FOUND IN GOOD CONDITION.  THE 1930 MEASUREMENT OF THE ANGLE
 HV4835'BETWEEN THE TRUE STATION AND REFERENCE MARK 2 (AT REFERENCE
 HV4835'MARK 1) WAS 52 DEG 30 MIN 20 SEC.  THIS ANGLE COULD NOT BE
 HV4835'CHECKED BECAUSE OF THE MOVEMENT OF THE STATION MARK IN AN
 HV4835'APPARENT S DIRECTION, BUT WAS APPROXIMATELY CORRECT AS OF 1958.
 HV4835'
 HV4835'STATION MARK WAS SOLID AND WAS USED AS A REFERENCE MARK FOR
 HV4835'BURLING RM 1.
 HV4835'
 HV4835'NO OBSERVATIONS WERE MADE AT THIS STATION.
 HV4835'
 HV4835'TO REACH THE STATION FROM THE POST OFFICE IN MC LEAN, GO W-NW
 HV4835'ON OLD DOMINION DRIVE FOR 1.05 MI. TO ANGLING CROSSROADS.
 HV4835'TURN RIGHT AND GO N ON BALLS HILL ROAD FOR 0.95 MI. TO A
 HV4835'T-JUNCTION.  TURN LEFT AND GO W ON LEESBURG ROAD FOR 0.2 MI. TO A
 HV4835'POLE GATE ON THE RIGHT (N) SIDE OF THE ROAD.  TURN RIGHT AND
 HV4835'GO N (THROUGH A GATE) AND CONTINUE N ON A DIRT ROAD FOR 0.2 MI.
 HV4835'TO THE TOP OF A RIDGE.  STATION IS ABOUT 150 FT. E OF THE
 HV4835'ROAD IN A SMALL CLEARING.
 HV4835
 HV4835                          STATION RECOVERY (2005)
 HV4835
 HV4835'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV4835'AS NOTED IN PREVIOUS RECOVERY REPORTS, MARK APPEARS TO HAVE BEEN
 HV4835'DISPLACED BY GROWTH OF TREE. DISTANCE AND ANGLES TO REFERENCE MARKS
 HV4835'NOT MEASURED.
 HV4835' 
 HV4835'TO REACH FROM INTERSECTION OF BELTWAY AND ROUTE 193, GO WEST ON 193
 HV4835'ABOUT 0.25 MILES TO PARK ENTRANCE AND PARKING LOT. PROCEED THROUGH
 HV4835'METAL GATE ALONG WIDE TRAIL OR ROAD IN A GENERALLY NORTHWARD DIRECTION
 HV4835'PAST A SECONDARY TRAIL ENTERING AT A SHARP ANGLE FROM THE LEFT.
 HV4835' 
 HV4835'CONTINUE ALONG THE MAIN TRAIL TO A POINT ABOUT MIDWAY BETWEEN THE SIDE
 HV4835'TRAIL AND WHERE THE MAIN TRAIL CURVES TO THE LEFT. AT THAT MIDWAY
 HV4835'POINT, WHICH IS ABOUT 0.19 MILES FROM THE PARKING LOT, TURN RIGHT AND
 HV4835'PROCEED CROSS-COUNTRY ABOUT 130-150 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2288 ***********************************************************************
 HV2288  DESIGNATION -  BURLING RM 1 PBPP
 HV2288  PID         -  HV2288
 HV2288  STATE/COUNTY-  VA/FAIRFAX
 HV2288  USGS QUAD   -  FALLS CHURCH (1994)
 HV2288
 HV2288                         *CURRENT SURVEY CONTROL
 HV2288  ___________________________________________________________________
 HV2288* NAD 83(1993)-  38 57 32.03099(N)    077 11 47.83988(W)     ADJUSTED  
 HV2288* NAVD 88     -       100.220  (meters)     328.81   (feet)  ADJUSTED  
 HV2288  ___________________________________________________________________
 HV2288  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HV2288  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV2288  DYNAMIC HT  -         100.167 (meters)     328.63  (feet)  COMP
 HV2288  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 HV2288
 HV2288  HORZ ORDER  -  SECOND
 HV2288  VERT ORDER  -  SECOND    CLASS 0
 HV2288
 HV2288.The horizontal coordinates were established by classical geodetic methods
 HV2288.and adjusted by the National Geodetic Survey in November 1994..
 HV2288
 HV2288.The orthometric height was determined by differential leveling
 HV2288.and adjusted by the National Geodetic Survey in June 1991..
 HV2288
 HV2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2288
 HV2288.The geoid height was determined by GEOID03.
 HV2288
 HV2288.The dynamic height is computed by dividing the NAVD 88
 HV2288.geopotential number by the normal gravity value computed on the
 HV2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2288.degrees latitude (g = 980.6199 gals.).
 HV2288
 HV2288.The modeled gravity was interpolated from observed gravity values.
 HV2288
 HV2288;                    North         East     Units Scale Factor Converg.
 HV2288;SPC VA N     - 2,144,240.296 3,612,964.602   MT  0.99996610   +0 48 48.5
 HV2288;SPC VA N     - 7,034,895.04 11,853,534.70   sFT  0.99996610   +0 48 48.5
 HV2288;SPC MD       -   143,461.784   382,958.327   MT  0.99995090   -0 07 24.3
 HV2288;SPC MD       -   470,674.20  1,256,422.44   sFT  0.99995090   -0 07 24.3
 HV2288;UTM  18      - 4,314,510.045   309,670.769   MT  1.00004608   -1 22 53.6
 HV2288
 HV2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2288!SPC VA N     -   0.99998926  x   0.99996610  =   0.99995536
 HV2288!SPC MD       -   0.99998926  x   0.99995090  =   0.99994016
 HV2288!UTM  18      -   0.99998926  x   1.00004608  =   1.00003534
 HV2288
 HV2288:                Primary Azimuth Mark                     Grid Az
 HV2288:SPC VA N     -  PAYNTER                                  348 29 26.5
 HV2288:SPC MD       -  PAYNTER                                  349 25 39.3
 HV2288:UTM  18      -  PAYNTER                                  350 41 08.6
 HV2288
 HV2288|---------------------------------------------------------------------|
 HV2288| PID    Reference Object                     Distance      Geod. Az  |
 HV2288|                                                           dddmmss.s |
 HV2288| HV4866 PAYNTER                             APPROX. 2.7 KM 3491815.0 |
 HV2288|---------------------------------------------------------------------|
 HV2288
 HV2288                          SUPERSEDED SURVEY CONTROL
 HV2288
 HV2288  NAD 83(1993)-  38 57 32.03028(N)    077 11 47.84164(W) AD(       ) 2
 HV2288  NAD 83(1986)-  38 57 32.03032(N)    077 11 47.85113(W) AD(       ) 2
 HV2288  NAD 27      -  38 57 31.63264(N)    077 11 48.91420(W) AD(       ) 2
 HV2288  NGVD 29 (??/??/??)  100.443  (m)          329.54   (f) ADJUSTED    2 0
 HV2288
 HV2288.Superseded values are not recommended for survey control.
 HV2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2288.See file dsdata.txt to determine how the superseded data were derived.
 HV2288
 HV2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0967114510(NAD 83)
 HV2288_MARKER: DR = REFERENCE MARK DISK
 HV2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2288_STAMPING: REFERENCE 1
 HV2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2288+STABILITY: SURFACE MOTION
 HV2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2288+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 HV2288
 HV2288  HISTORY     - Date     Condition        Report By
 HV2288  HISTORY     - 1958     MONUMENTED       CGS
 HV2288  HISTORY     - 1960     GOOD             CGS
 HV2288  HISTORY     - 20050129 GOOD             GEOCAC
 HV2288
 HV2288                          STATION DESCRIPTION
 HV2288
 HV2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 HV2288'STATION IS LOCATED ON A WOODED HILL ABOUT 2 MILES NORTHWEST OF
 HV2288'MC LEAN, ABOUT 1/2 MILE SOUTH OF POTOMAC RIVER AND ABOUT 3.0
 HV2288'MILES NORTHEAST OF TYSONS CORNER.  STATION IS 18 FEET NORTHWEST
 HV2288'OF A 40 INCH POPLAR TREE.  THE MARK IS A PUBLIC BUILDING AND
 HV2288'PUBLIC PARK DISK SET IN A 10 INCH TERRA COTTA PIPE, FLUSH WITH
 HV2288'THE GROUND AND THE DISK IS STAMPED REFERENCE 1.
 HV2288'
 HV2288'REFERENCE MARK NO. 2 IS 23 FEET WEST-SOUTHWEST OF A 40 INCH
 HV2288'POPLAR TREE AND 23-1/2 FEET EAST-NORTHEAST OF A 30 INCH TREE.
 HV2288'THE MARK IS A PUBLIC BUILDING AND PUBLIC PARK DISK SET IN A
 HV2288'12 X 12 INCH STONE MONUMENT, FLUSH WITH THE GROUND AND THE DISK
 HV2288'IS NOT STAMPED.
 HV2288'
 HV2288'BURLING 1930 IS 1 FOOT SOUTH OF A 40 INCH POPLAR TREE.  THE MARK
 HV2288'IS A PUBLIC BUILDING AND PUBLIC PARK DISK SET IN A 10 INCH
 HV2288'TERRA COTTA PIPE, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HV2288'BURLING 1930.
 HV2288'
 HV2288'DIRECTION TO BURLING PB AND PP 1930 AND REFERENCE MARK NO. 2
 HV2288'WAS NOT MEASURED DUE TO LOCATION OF MARKS.
 HV2288'
 HV2288'TO REACH FROM THE POST OFFICE IN MC LEAN, GO WEST-NORTHWEST
 HV2288'ON OLD DOMINION DRIVE FOR 1.05 MILES TO ANGLING CROSSROADS.
 HV2288'TURN RIGHT AND GO NORTH ON BALLS HILL ROAD FOR 0.95 MILE TO
 HV2288'T JUNCTION.  TURN LEFT AND GO WESTERLY ON LEESBURG ROAD FOR
 HV2288'0.2 MILE TO POLE GATE AT SIDE ROAD RIGHT.  (KEY FOR GATE MUST BE
 HV2288'OBTAINED FROM L.H. BOSTON).  TURN RIGHT AND GO NORTH THROUGH
 HV2288'GATE AND CONTINUE ON DIRT ROAD FOR 0.2 MILE TO DIM TRACK ROAD
 HV2288'RIGHT AT TOP OF HILL.  TURN RIGHT AND GO EASTERLY FOR ABOUT 150
 HV2288'FEET TO STATION AS DESCRIBED.
 HV2288'
 HV2288'TO REACH L.H. BOSTONS HOUSE FROM LOCKED GATE, GO WEST ON LEESBURG
 HV2288'ROAD FOR 0.2 MILE DIRT ROAD LEFT WHICH IS WESTERN ONE OF TWO
 HV2288'DRIVEWAYS.  TURN LEFT AND GO SOUTH AND WEST ON DIRT ROAD FOR
 HV2288'0.1 MILE TO THE BOSTON RESIDENCE.
 HV2288'
 HV2288'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 HV2288
 HV2288                          STATION RECOVERY (1960)
 HV2288
 HV2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2288'2.4 MI NW FROM LANGLEY.
 HV2288'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2288'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 0.25 MILE
 HV2288'NORTH ALONG A PRIVATE DIRT ROAD, ABOUT 50 YARDS EAST OF DIRT
 HV2288'ROAD, 18 FEET NORTHWEST OF A TWIN TRUNK 40-INCH POPLAR TREE,
 HV2288'28.6 FEET NORTH OF R M 2, 19.9 FEET NORTHWEST OF TRIANGULATION-STATION
 HV2288'BURLING 1930 (P.B. AND P.P.), AND SET IN TOP OF A CONCRETE
 HV2288'FILLED 10-INCH TERRA COTTA PIPE FLUSH WITH THE GROUND.
 HV2288'NOTE-- TRIANGULATION-STATION BURLINE 1930 (P.B. AND P.P.)
 HV2288'NOT SUITABLE FOR LEVELING PURPOSES AND WAS NOT LEVELED OVER DURING
 HV2288'1960 LEVELING.
 HV2288
 HV2288                          STATION RECOVERY (2005)
 HV2288
 HV2288'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV2288'TO REACH FROM PARKING LOT ABOUT 0.25 MILES WEST OF BELTWAY AT ENTRANCE
 HV2288'TO PARK ALONG ROUTE 193, PROCEED THROUGH METAL GATE ALONG WIDE TRAIL
 HV2288'OR ROAD IN A GENERALLY NORTHWARD DIRECTION APPROXIMATELY 0.19 MILES
 HV2288'(0.3 KM) PAST A SECONDARY TRAIL ENTERING AT A SHARP ANGLE FROM THE
 HV2288'LEFT.
 HV2288' 
 HV2288'CONTINUE ALONG THE MAIN TRAIL TO A POINT ABOUT MIDWAY BETWEEN THE SIDE
 HV2288'TRAIL AND WHERE THE MAIN TRAIL CURVES TO THE LEFT. AT THAT MIDWAY
 HV2288'POINT, TURN RIGHT AND PROCEED CROSS-COUNTRY ABOUT 130-150 FEET TO THE
 HV2288'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2289 ***********************************************************************
 HV2289  DESIGNATION -  BURLING RM 2 PBPP
 HV2289  PID         -  HV2289
 HV2289  STATE/COUNTY-  VA/FAIRFAX
 HV2289  USGS QUAD   -  FALLS CHURCH (1994)
 HV2289
 HV2289                         *CURRENT SURVEY CONTROL
 HV2289  ___________________________________________________________________
 HV2289* NAD 83(1986)-  38 57 32.     (N)    077 11 48.     (W)     SCALED    
 HV2289* NAVD 88     -       100.116  (meters)     328.46   (feet)  ADJUSTED  
 HV2289  ___________________________________________________________________
 HV2289  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV2289  DYNAMIC HT  -         100.063 (meters)     328.29  (feet)  COMP
 HV2289  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 HV2289
 HV2289  VERT ORDER  -  SECOND    CLASS 0
 HV2289
 HV2289.The horizontal coordinates were scaled from a topographic map and have
 HV2289.an estimated accuracy of +/- 6 seconds.
 HV2289
 HV2289.The orthometric height was determined by differential leveling
 HV2289.and adjusted by the National Geodetic Survey in June 1991..
 HV2289
 HV2289.The geoid height was determined by GEOID03.
 HV2289
 HV2289.The dynamic height is computed by dividing the NAVD 88
 HV2289.geopotential number by the normal gravity value computed on the
 HV2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2289.degrees latitude (g = 980.6199 gals.).
 HV2289
 HV2289.The modeled gravity was interpolated from observed gravity values.
 HV2289
 HV2289;                    North         East    Units  Estimated Accuracy
 HV2289;SPC VA N     - 2,144,240.    3,612,960.      MT  (+/- 180 meters Scaled)
 HV2289
 HV2289                          SUPERSEDED SURVEY CONTROL
 HV2289
 HV2289  NGVD 29 (??/??/??)  100.339  (m)          329.20   (f) ADJUSTED    2 0
 HV2289
 HV2289.Superseded values are not recommended for survey control.
 HV2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2289.See file dsdata.txt to determine how the superseded data were derived.
 HV2289
 HV2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ096145(NAD 83)
 HV2289_MARKER: DR = REFERENCE MARK DISK
 HV2289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2289_SP_SET: MONUMENT
 HV2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2289+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 HV2289
 HV2289  HISTORY     - Date     Condition        Report By
 HV2289  HISTORY     - UNK      MONUMENTED       PBPP
 HV2289  HISTORY     - 1960     GOOD             CGS
 HV2289  HISTORY     - 20050129 GOOD             GEOCAC
 HV2289
 HV2289                          STATION DESCRIPTION
 HV2289
 HV2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2289'2.4 MI NW FROM LANGLEY.
 HV2289'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 193 FROM THE
 HV2289'JUNCTION OF STATE HIGHWAY 123 AT LANGLEY, THENCE ABOUT 0.25
 HV2289'MILE NORTH ALONG A PRIVATE DIRT ROAD, ABOUT 50 YARDS EAST OF
 HV2289'DIRT ROAD, 23 FEET WEST-SOUTHWEST OF A TWIN TRUNK 40-INCH POPLAR
 HV2289'TREE, 23 1/2 FEET EAST-NORTHEAST OF A 30-INCH TREE, 28.6 FEET
 HV2289'SOUTH OF BURLING R M 1, AND SET IN TOP OF A 7-BY 9-INCH STONE
 HV2289'MONUMENT FLUSH WITH THE GROUND.
 HV2289
 HV2289                          STATION RECOVERY (2005)
 HV2289
 HV2289'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV2289'TO REACH FROM PARKING LOT ABOUT 0.25 MILES WEST OF BELTWAY AT ENTRANCE
 HV2289'TO PARK ALONG ROUTE 193, PROCEED THROUGH METAL GATE ALONG WIDE TRAIL
 HV2289'OR ROAD IN A GENERALLY NORTHWARD DIRECTION APPROXIMATELY 0.19 MILES
 HV2289'(0.3 KM) PAST A SECONDARY TRAIL ENTERING AT A SHARP ANGLE FROM THE
 HV2289'LEFT.
 HV2289' 
 HV2289'CONTINUE ALONG THE MAIN TRAIL TO A POINT ABOUT MIDWAY BETWEEN THE SIDE
 HV2289'TRAIL AND WHERE THE MAIN TRAIL CURVES TO THE LEFT. AT THAT MIDWAY
 HV2289'POINT, TURN RIGHT AND PROCEED CROSS-COUNTRY ABOUT 130-150 FEET TO THE
 HV2289'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0774 ***********************************************************************
 FY0774  DESIGNATION -  BURMUDA
 FY0774  PID         -  FY0774
 FY0774  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0774  USGS QUAD   -  RINGGOLD (1985)
 FY0774
 FY0774                         *CURRENT SURVEY CONTROL
 FY0774  ___________________________________________________________________
 FY0774* NAD 83(1993)-  36 34 52.52193(N)    079 20 45.57963(W)     ADJUSTED  
 FY0774* NAVD 88     -       180.938  (meters)     593.63   (feet)  POSTED    
 FY0774  ___________________________________________________________________
 FY0774  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 FY0774  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FY0774  DYNAMIC HT  -         180.790 (meters)     593.14  (feet)  COMP
 FY0774  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 FY0774
 FY0774  HORZ ORDER  -  SECOND
 FY0774  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FY0774
 FY0774.The horizontal coordinates were established by classical geodetic methods
 FY0774.and adjusted by the National Geodetic Survey in September 1995..
 FY0774
 FY0774.The orthometric height was determined by differential leveling
 FY0774.and adjusted by the National Geodetic Survey in 1992..
 FY0774.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FY0774.rate greater than 8.0 mm/km.
 FY0774
 FY0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0774
 FY0774.The geoid height was determined by GEOID03.
 FY0774
 FY0774.The dynamic height is computed by dividing the NAVD 88
 FY0774.geopotential number by the normal gravity value computed on the
 FY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0774.degrees latitude (g = 980.6199 gals.).
 FY0774
 FY0774.The modeled gravity was interpolated from observed gravity values.
 FY0774
 FY0774;                    North         East     Units Scale Factor Converg.
 FY0774;SPC VA S     - 1,027,852.598 3,424,283.779   MT  1.00003882   -0 30 48.4
 FY0774;SPC VA S     - 3,372,213.07 11,234,504.36   sFT  1.00003882   -0 30 48.4
 FY0774;UTM  17      - 4,049,694.492   647,976.004   MT  0.99986978   +0 59 09.3
 FY0774
 FY0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0774!SPC VA S     -   0.99997660  x   1.00003882  =   1.00001542
 FY0774!UTM  17      -   0.99997660  x   0.99986978  =   0.99984638
 FY0774
 FY0774:                Primary Azimuth Mark                     Grid Az
 FY0774:SPC VA S     -  DANVILLE CO RD 729 PEDESTAL              033 59 25.0
 FY0774:UTM  17      -  DANVILLE CO RD 729 PEDESTAL              032 29 27.3
 FY0774
 FY0774|---------------------------------------------------------------------|
 FY0774| PID    Reference Object                     Distance      Geod. Az  |
 FY0774|                                                           dddmmss.s |
 FY0774| FY3071 DANVILLE CO RD 729 PEDESTAL         APPROX. 1.2 KM 0332836.6 |
 FY0774| FY0773 BURMUDA RM 1                         13.878 METERS 28723     |
 FY0774|---------------------------------------------------------------------|
 FY0774
 FY0774                          SUPERSEDED SURVEY CONTROL
 FY0774
 FY0774  NAD 83(1986)-  36 34 52.52530(N)    079 20 45.58170(W) AD(       ) 2
 FY0774  NAD 27      -  36 34 52.03059(N)    079 20 46.50027(W) AD(       ) 2
 FY0774  NGVD 29 (??/??/92)  181.157  (m)          594.35   (f) ADJ UNCH    2 0
 FY0774
 FY0774.Superseded values are not recommended for survey control.
 FY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0774.See file dsdata.txt to determine how the superseded data were derived.
 FY0774
 FY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4797649694(NAD 83)
 FY0774_MARKER: DE = TRAVERSE STATION DISK
 FY0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0774_STAMPING: BURMUDA 1964
 FY0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0774+STABILITY: SURFACE MOTION
 FY0774
 FY0774  HISTORY     - Date     Condition        Report By
 FY0774  HISTORY     - 1964     MONUMENTED       CGS
 FY0774  HISTORY     - 1964     GOOD             CGS
 FY0774  HISTORY     - 1966     GOOD             CGS
 FY0774
 FY0774                          STATION DESCRIPTION
 FY0774
 FY0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY0774'THE STATION IS LOCATED IN THE MEDIAN OF THE EAST AND WEST
 FY0774'TRAFFIC LANES OF U.S. HIGHWAY 58, 2-1/2 MILES EAST OF THE
 FY0774'BUSINESS DISTRICT OF DANVILLE AND NEAR THE JUNCTION OF
 FY0774'COUNTY ROAD 1216 AND U.S. HIGHWAY 58.
 FY0774'
 FY0774'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY CITY ROUTE 29
 FY0774'AND U.S. HIGHWAY 58 IN DANVILLE (NORTH MAIN STREET AND RIVER
 FY0774'STREET), GO EAST ON U.S. HIGHWAY 58 FOR 2.2 MILES TO COUNTY
 FY0774'ROAD 1216 ON THE RIGHT (GREEN ACRE DRIVE) AND THE STATION
 FY0774'ON THE LEFT IN THE MEDIAN.
 FY0774'
 FY0774'THE STATION MARK IS A TRAVERSE STATION DISK, STAMPED BURMUDA
 FY0774'1964, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 FY0774'THE GROUND.  IT IS 20 FEET NORTH OF THE CENTER LINE OF THE
 FY0774'EAST BOUND LANE OF U.S. HIGHWAY 58, 42 FEET SOUTH OF THE CENTER
 FY0774'LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 58, 50 FEET
 FY0774'NORTHEAST OF POWER LINE POLE NUMBER 39, 51 FEET NORTHEAST
 FY0774'OF THE INTERSECTION OF THE EAST BOUND LANE OF U.S. HIGHWAY
 FY0774'58 AND GREEN ACRE DRIVE, COUNTY ROAD 1216 AND 59 FEET
 FY0774'SOUTHWEST OF THE INTERSECTION OF THE WEST BOUND LANE OF U.S.
 FY0774'HIGHWAY 58 AND BURMUDA ROAD, COUNTY ROAD 1207.
 FY0774'
 FY0774'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURMUDA NO
 FY0774'1 1964, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 FY0774'THE GROUND.  IT IS 1.5 FEET EAST OF A STREET SIGN WITH THE
 FY0774'SIGN GREEN ACRE DR. 1216, 22 FEET NORTH OF THE CENTER LINE
 FY0774'OF THE EAST BOUND LANE OF U.S. HIGHWAY 58 AND INTERSECTION
 FY0774'WITH GREEN ACRE DRIVE AND 40 FEET SOUTH OF THE CENTER LINE
 FY0774'OF THE WEST BOUND LANE OF U.S. HIGHWAY 58.
 FY0774
 FY0774                          STATION RECOVERY (1964)
 FY0774
 FY0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY0774'2.2 MI E FROM DANVILLE.
 FY0774'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF
 FY0774'U.S. HIGHWAY 29 AND U.S. HIGHWAY 58 IN DANVILLE (NORTH MAIN STREET
 FY0774'AND RIVER STREET) TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY0774'FLUSH IN THE MEDIAN OF THE HIGHWAY, 20 FEET NORTH OF CENTERLINE
 FY0774'OF EAST BOUND LANES, 42 FEET SOUTH OF WEST BOUND LANES, 50 FEET
 FY0774'NORTHEAST OF POWER LINE POLE 39, 51 FEET NORTHEAST OF THE
 FY0774'INTERSECTION OF THE EAST BOUND LANES AND COUNTY ROAD 1216, 59
 FY0774'FEET SOUTHWEST OF INTERSECTION OF WEST BOUND LANES AND BURMUDA
 FY0774'ROAD AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0774
 FY0774                          STATION RECOVERY (1966)
 FY0774
 FY0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 FY0774'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 FY0774'ORIGINAL DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0773 ***********************************************************************
 FY0773  DESIGNATION -  BURMUDA RM 1
 FY0773  PID         -  FY0773
 FY0773  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0773  USGS QUAD   -  RINGGOLD (1985)
 FY0773
 FY0773                         *CURRENT SURVEY CONTROL
 FY0773  ___________________________________________________________________
 FY0773* NAD 83(1986)-  36 34 52.     (N)    079 20 46.     (W)     SCALED    
 FY0773* NAVD 88     -       181.113  (meters)     594.20   (feet)  POSTED    
 FY0773  ___________________________________________________________________
 FY0773  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FY0773  DYNAMIC HT  -         180.970 (meters)     593.73  (feet)  COMP
 FY0773  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 FY0773
 FY0773  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FY0773
 FY0773.The horizontal coordinates were scaled from a topographic map and have
 FY0773.an estimated accuracy of +/- 6 seconds.
 FY0773
 FY0773.The orthometric height was determined by differential leveling
 FY0773.and adjusted by the National Geodetic Survey in 1992..
 FY0773.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FY0773.rate greater than 8.0 mm/km.
 FY0773
 FY0773.The geoid height was determined by GEOID03.
 FY0773
 FY0773.The dynamic height is computed by dividing the NAVD 88
 FY0773.geopotential number by the normal gravity value computed on the
 FY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0773.degrees latitude (g = 980.6199 gals.).
 FY0773
 FY0773.The modeled gravity was interpolated from observed gravity values.
 FY0773
 FY0773;                    North         East    Units  Estimated Accuracy
 FY0773;SPC VA S     - 1,027,840.    3,424,270.      MT  (+/- 180 meters Scaled)
 FY0773
 FY0773                          SUPERSEDED SURVEY CONTROL
 FY0773
 FY0773  NGVD 29 (??/??/92)  181.332  (m)          594.92   (f) ADJ UNCH    2 0
 FY0773
 FY0773.Superseded values are not recommended for survey control.
 FY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0773.See file dsdata.txt to determine how the superseded data were derived.
 FY0773
 FY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA479496(NAD 83)
 FY0773_MARKER: DR = REFERENCE MARK DISK
 FY0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0773_STAMPING: BURMUDA NO 1 1964
 FY0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0773+STABILITY: SURFACE MOTION
 FY0773
 FY0773  HISTORY     - Date     Condition        Report By
 FY0773  HISTORY     - 1964     MONUMENTED       CGS
 FY0773
 FY0773                          STATION DESCRIPTION
 FY0773
 FY0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0773'2.2 MI E FROM DANVILLE.
 FY0773'AT THE BURMUDA STATION SITE-- SET IN THE TOP OF A CONCRETE POST
 FY0773'FLUSH, 45.5 FEET WEST OF THE STATION, 22 FEET NORTH OF CENTERLINE
 FY0773'OF THE EAST BOUND LANES, 40 FEET SOUTH OF WEST BOUND LANES, 1.5
 FY0773'FEET EAST OF A STREET SIGN WITH THE SIGN GREEN ACRE DR. 1216 AND
 FY0773'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5687 ***********************************************************************
 GV5687  DESIGNATION -  BURN
 GV5687  PID         -  GV5687
 GV5687  STATE/COUNTY-  VA/CHESTERFIELD
 GV5687  USGS QUAD   -  BON AIR (1994)
 GV5687
 GV5687                         *CURRENT SURVEY CONTROL
 GV5687  ___________________________________________________________________
 GV5687* NAD 83(1993)-  37 32 13.19230(N)    077 33 44.69319(W)     ADJUSTED  
 GV5687* NAVD 88     -       106.19   (+/-2cm)     348.4    (feet)  VERTCON   
 GV5687  ___________________________________________________________________
 GV5687  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GV5687  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GV5687
 GV5687  HORZ ORDER  -  FIRST
 GV5687  VERT ORDER  -  THIRD ? (See Below)
 GV5687
 GV5687.The horizontal coordinates were established by classical geodetic methods
 GV5687.and adjusted by the National Geodetic Survey in November 1994..
 GV5687
 GV5687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5687.The vertical order pertains to the NGVD 29 superseded value.
 GV5687
 GV5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5687
 GV5687.The geoid height was determined by GEOID03.
 GV5687
 GV5687;                    North         East     Units Scale Factor Converg.
 GV5687;SPC VA S     - 1,133,988.794 3,582,859.942   MT  0.99994976   +0 34 08.6
 GV5687;SPC VA S     - 3,720,428.23 11,754,766.33   sFT  0.99994976   +0 34 08.6
 GV5687;UTM  18      - 4,157,531.670   273,600.144   MT  1.00023141   -1 33 42.7
 GV5687
 GV5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5687!SPC VA S     -   0.99998848  x   0.99994976  =   0.99993825
 GV5687!UTM  18      -   0.99998848  x   1.00023141  =   1.00021989
 GV5687
 GV5687:                Primary Azimuth Mark                     Grid Az
 GV5687:SPC VA S     -  56                                       047 18 17.5
 GV5687:UTM  18      -  56                                       049 26 08.8
 GV5687
 GV5687|---------------------------------------------------------------------|
 GV5687| PID    Reference Object                     Distance      Geod. Az  |
 GV5687|                                                           dddmmss.s |
 GV5687| GV5803 56                                  419.551 METERS 0475226.1 |
 GV5687| DC5200 BURN RM 1                            16.407 METERS 09255     |
 GV5687| GV5807 BURN C OF R 1972 AZ MK              APPROX. 0.6 KM 3271727.6 |
 GV5687| DC5152 362                                  12.560 METERS 35718     |
 GV5687|---------------------------------------------------------------------|
 GV5687
 GV5687                          SUPERSEDED SURVEY CONTROL
 GV5687
 GV5687  NAD 83(1986)-  37 32 13.19858(N)    077 33 44.71001(W) AD(       ) 1
 GV5687  NAD 27      -  37 32 12.66807(N)    077 33 45.75598(W) AD(       ) 1
 GV5687  NGVD 29 (07/19/86)  106.50   (m)          349.4    (f) LEVELING    3  
 GV5687
 GV5687.Superseded values are not recommended for survey control.
 GV5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5687.See file dsdata.txt to determine how the superseded data were derived.
 GV5687
 GV5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7360057532(NAD 83)
 GV5687_MARKER: DD = SURVEY DISK
 GV5687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5687+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV5687
 GV5687  HISTORY     - Date     Condition        Report By
 GV5687  HISTORY     - 1972     MONUMENTED       VA2060
 GV5687  HISTORY     - 19940220 GOOD             USPSQD
 GV5687  HISTORY     - 20000107 GOOD             USPSQD
 GV5687  HISTORY     - 20041023 GOOD             USPSQD
 GV5687
 GV5687                          STATION DESCRIPTION
 GV5687
 GV5687'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5687'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 GV5687'OF HUGUENOT ROAD AND BUFORD ROAD IN BON AIR AT THE SOUTHWEST
 GV5687'PART OF RICHMOND.
 GV5687'
 GV5687'TO REACH THE STATION FROM U.S. POST OFFICE BON AIR BRANCH
 GV5687'WHICH IS LOCATED ON BUFORD ROAD GO NORTH FOR 0.25 MILE ON
 GV5687'BUFORD ROAD TO ITS INTERSECTION WITH HUGUENOT ROAD AND THE
 GV5687'STATION ON THE LEFT JUST BEFORE REACHING THE INTERSECTION.
 GV5687'
 GV5687'THE STATION IS A STANDARD CITY OF RICHMOND DISK, STAMPED
 GV5687'BURN 1972 AND SET IN THE TOP OF A 14 INCH DIAMETER CONCRETE
 GV5687'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 66.0 FEET WEST
 GV5687'SOUTHWEST OF THE CENTERLINE OF BUFORD ROAD, 51.0 FEET SOUTH
 GV5687'SOUTHWEST OF POWER-POLE NUMBER 611TA640 ML16, 34 FEET NORTHWEST
 GV5687'OF A 10 INCH OAK TREE AND 29 FEET SOUTH OF AN 18 INCH OAK TREE.
 GV5687'
 GV5687'REFERENCE MARK 1 IS A STANDARD CITY OF RICHMOND DISK SET IN
 GV5687'THE TOP OF A 14 INCH DIAMETER CONCRETE MONUMENT, STAMPED BURN
 GV5687'REF. MK 1 1972 AND FLUSH WITH THE GROUND SURFACE.  IT IS
 GV5687'52.0 FEET SOUTH OF POWERLINE POLE NO. 611TA640 ML16, 39.4
 GV5687'FEET NORTH NORTHWEST OF A VDH ROAD RIGHT-OF-WAY CONCRETE
 GV5687'MONUMENT, 25 FEET SOUTHWEST OF CENTERLINE OF BUFORD ROAD
 GV5687'AND 15.5 FEET NORTH OF A 24 INCH OAK TREE.
 GV5687'
 GV5687'REFERENCE MARK 2 IS A STANDARD CITY OF RICHMOND PRECAST
 GV5687'CONCRETE BENCH MARK WITH A BRASS PLUG IN THE TOP, SET 12
 GV5687'INCHES UNDERGROUND AND COVERED BY AN 8 INCH CYLINDER WITH
 GV5687'IRON PLATE AND BEARS NO STAMPING.  IT IS 37.5 FEET WEST OF
 GV5687'THE EDGE OF BUFORD ROAD, 39.6 FEET SOUTH OF THE EDGE OF HUGUENOT
 GV5687'ROAD, 33 FEET NORTHEAST OF AN 18 INCH OAK TREE AND 25.5 FEET
 GV5687'NORTHWEST OF POWERLINE POLE NO. 611TA640 ML16.
 GV5687'
 GV5687'THE AZIMUTH MARK IS A STANDARD CITY OF RICHMOND PRECAST
 GV5687'CONCRETE BENCH MARK WITH A BRASS PLUG IN THE TOP, SET 12
 GV5687'INCHES UNDERGROUND AND COVERED BY AN 8 INCH CYLINDER WITH
 GV5687'IRON COVER AND BEARS NO STAMPING.  IT IS LOCATED IN THE CENTER
 GV5687'OF A Y FORK FORMED BY THE INTERSECTION OF STONY POINT ROAD
 GV5687'AND EVANSWAY LANE.  IT IS 11 FEET SOUTHWEST OF THE CENTERLINE
 GV5687'OF STONY POINT ROAD, 18 FEET NORTHEAST OF CENTERLINE OF
 GV5687'EVANSWAY LANE, 22.6 FEET WEST OF POWERPOLE NO. 197 AND 44
 GV5687'FEET NORTH OF POWERPOLE NO. 126556.
 GV5687'
 GV5687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 GV5687'STONY POINT ROAD TO A Y FORK AND THE MARK IN THE CENTER
 GV5687'OF THE FORK.
 GV5687
 GV5687                          STATION RECOVERY (1994)
 GV5687
 GV5687'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5687'RECOVERED IN GOOD CONDITION.
 GV5687
 GV5687                          STATION RECOVERY (2000)
 GV5687
 GV5687'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5687'RECOVERED IN GOOD CONDITION.
 GV5687
 GV5687                          STATION RECOVERY (2004)
 GV5687
 GV5687'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV5687'MARK IS LOCATED IN A BRICK SIDEWALK 3FT FROM NORTHEAST CORNER OF BRICK
 GV5687'BANK BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8360 ***********************************************************************
 HV8360  DESIGNATION -  BURN
 HV8360  PID         -  HV8360
 HV8360  STATE/COUNTY-  VA/FAIRFAX
 HV8360  USGS QUAD   -  ANNANDALE (1994)
 HV8360
 HV8360                         *CURRENT SURVEY CONTROL
 HV8360  ___________________________________________________________________
 HV8360* NAD 83(1993)-  38 50 15.45140(N)    077 14 40.04377(W)     ADJUSTED  
 HV8360* NAVD 88     -        86.2    (meters)     283.     (feet)  VERTCON   
 HV8360  ___________________________________________________________________
 HV8360  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HV8360  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV8360
 HV8360  HORZ ORDER  -  SECOND
 HV8360
 HV8360.The horizontal coordinates were established by classical geodetic methods
 HV8360.and adjusted by the National Geodetic Survey in November 1994..
 HV8360
 HV8360.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8360
 HV8360.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8360
 HV8360.The geoid height was determined by GEOID03.
 HV8360
 HV8360;                    North         East     Units Scale Factor Converg.
 HV8360;SPC VA N     - 2,130,721.459 3,609,003.137   MT  0.99995574   +0 47 01.0
 HV8360;SPC VA N     - 6,990,541.99 11,840,537.79   sFT  0.99995574   +0 47 01.0
 HV8360;UTM  18      - 4,301,151.438   305,194.393   MT  1.00006732   -1 24 28.7
 HV8360
 HV8360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8360!SPC VA N     -   0.99999147  x   0.99995574  =   0.99994721
 HV8360!UTM  18      -   0.99999147  x   1.00006732  =   1.00005879
 HV8360
 HV8360                          SUPERSEDED SURVEY CONTROL
 HV8360
 HV8360  NAD 83(1993)-  38 50 15.44996(N)    077 14 40.04775(W) AD(       ) 2
 HV8360  NAD 83(1986)-  38 50 15.44942(N)    077 14 40.05457(W) AD(       ) 2
 HV8360  NGVD 29 (01/12/90)   86.4    (m)          283.     (f) VERT ANG       
 HV8360
 HV8360.Superseded values are not recommended for survey control.
 HV8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8360.See file dsdata.txt to determine how the superseded data were derived.
 HV8360
 HV8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0519401151(NAD 83)
 HV8360_MARKER: Z = SEE DESCRIPTION
 HV8360_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8360_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8360
 HV8360  HISTORY     - Date     Condition        Report By
 HV8360  HISTORY     - UNK      MONUMENTED
 HV8360  HISTORY     - 1975     SEE DESCRIPTION  VA-059
 HV8360  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8360
 HV8360                          STATION DESCRIPTION
 HV8360
 HV8360'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8360'DESTROYED TEMPORARY STATION TO BEGIN WITH.
 HV8360
 HV8360                          STATION RECOVERY (1997)
 HV8360
 HV8360'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5807 ***********************************************************************
 GV5807  DESIGNATION -  BURN C OF R 1972 AZ MK
 GV5807  PID         -  GV5807
 GV5807  STATE/COUNTY-  VA/C OF RICHMOND
 GV5807  USGS QUAD   -  BON AIR (1994)
 GV5807
 GV5807                         *CURRENT SURVEY CONTROL
 GV5807  ___________________________________________________________________
 GV5807* NAD 83(1993)-  37 32 29.75526(N)    077 33 58.05175(W)     ADJUSTED  
 GV5807* NAVD 88     -        99.05   (+/-2cm)     325.0    (feet)  VERTCON   
 GV5807  ___________________________________________________________________
 GV5807  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV5807  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GV5807
 GV5807  HORZ ORDER  -  SECOND
 GV5807  VERT ORDER  -  THIRD ? (See Below)
 GV5807
 GV5807.The horizontal coordinates were established by classical geodetic methods
 GV5807.and adjusted by the National Geodetic Survey in November 1994..
 GV5807
 GV5807.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5807.The vertical order pertains to the NGVD 29 superseded value.
 GV5807
 GV5807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5807
 GV5807.The geoid height was determined by GEOID03.
 GV5807
 GV5807;                    North         East     Units Scale Factor Converg.
 GV5807;SPC VA S     - 1,134,496.127 3,582,526.964   MT  0.99995000   +0 34 00.4
 GV5807;SPC VA S     - 3,722,092.71 11,753,673.88   sFT  0.99995000   +0 34 00.4
 GV5807;UTM  18      - 4,158,051.181   273,286.173   MT  1.00023316   -1 33 51.5
 GV5807
 GV5807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5807!SPC VA S     -   0.99998960  x   0.99995000  =   0.99993960
 GV5807!UTM  18      -   0.99998960  x   1.00023316  =   1.00022276
 GV5807
 GV5807:                Primary Azimuth Mark                     Grid Az
 GV5807:SPC VA S     -  BURN                                     146 43 19.1
 GV5807:UTM  18      -  BURN                                     148 51 11.0
 GV5807
 GV5807|---------------------------------------------------------------------|
 GV5807| PID    Reference Object                     Distance      Geod. Az  |
 GV5807|                                                           dddmmss.s |
 GV5807| GV5687 BURN                                APPROX. 0.6 KM 1471719.5 |
 GV5807| GV5810 209 C OF R 1972                     234.888 METERS 27506     |
 GV5807|---------------------------------------------------------------------|
 GV5807
 GV5807                          SUPERSEDED SURVEY CONTROL
 GV5807
 GV5807  NAD 83(1986)-  37 32 29.76146(N)    077 33 58.06851(W) AD(       ) 2
 GV5807  NAD 27      -  37 32 29.23125(N)    077 33 59.11460(W) AD(       ) 2
 GV5807  NGVD 29 (07/19/86)   99.36   (m)          326.0    (f) LEVELING    3  
 GV5807
 GV5807.Superseded values are not recommended for survey control.
 GV5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5807.See file dsdata.txt to determine how the superseded data were derived.
 GV5807
 GV5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7328658051(NAD 83)
 GV5807_MARKER: Z = SEE DESCRIPTION
 GV5807_SETTING: 0 = UNSPECIFIED SETTING
 GV5807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5807
 GV5807  HISTORY     - Date     Condition        Report By
 GV5807  HISTORY     - 1972     MONUMENTED       VA2060
 GV5807  HISTORY     - 19951011 GOOD             USPSQD
 GV5807  HISTORY     - 19991014 GOOD             USPSQD
 GV5807  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 GV5807
 GV5807                          STATION DESCRIPTION
 GV5807
 GV5807'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5807'THE AZIMUTH MARK IS A STANDARD CITY OF RICHMOND PRECAST CONCRETE
 GV5807'BENCH MARK WITH A BRASS PLUG IN THE TOP, SET 12 INCHES UNDERGROUND
 GV5807'AND COVERED BY AN 8 INCH CYLINDER WITH IRON COVER AND BEARS NO
 GV5807'STAMPING.  IT IS LOCATED IN THE CENTER OF A Y FORK FORMED BY THE
 GV5807'INTERSECTION OF STONY POINT ROAD AND EVANSWAY LANE.  IT IS 11
 GV5807'FEET SOUTHWEST OF THE CENTERLINE OF STONY POINT ROAD, 18 FEET
 GV5807'NORTHEAST OF CENTERLINE OF EVANSWAY LANE, 22.6 FEET WEST OF
 GV5807'POWERPOLE NO. 197 AND 44 FEET NORTH OF POWERPOLE NO. 126556.
 GV5807'
 GV5807'NEAREST TOWN--RICHMOND.
 GV5807
 GV5807                          STATION RECOVERY (1995)
 GV5807
 GV5807'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5807'RECOVERED IN GOOD CONDITION.
 GV5807
 GV5807                          STATION RECOVERY (1999)
 GV5807
 GV5807'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5807'RECOVERED IN GOOD CONDITION.
 GV5807
 GV5807                          STATION RECOVERY (2003)
 GV5807
 GV5807'RECOVERY NOTE BY US POWER SQUADRON 2003
 GV5807'MARK LOCATION IS NOW A GRADED FLOWER BED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3987 ***********************************************************************
 FX3987  DESIGNATION -  BURNETTS
 FX3987  PID         -  FX3987
 FX3987  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3987  USGS QUAD   -  CHUCKATUCK (1990)
 FX3987
 FX3987                         *CURRENT SURVEY CONTROL
 FX3987  ___________________________________________________________________
 FX3987* NAD 83(1993)-  36 45 43.32383(N)    076 33 32.35340(W)     ADJUSTED  
 FX3987* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3987  ___________________________________________________________________
 FX3987  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 FX3987  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 FX3987
 FX3987  HORZ ORDER  -  THIRD
 FX3987
 FX3987.The horizontal coordinates were established by classical geodetic methods
 FX3987.and adjusted by the National Geodetic Survey in September 1995..
 FX3987
 FX3987.The orthometric height was scaled from a topographic map.
 FX3987
 FX3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3987
 FX3987.The geoid height was determined by GEOID03.
 FX3987
 FX3987;                    North         East     Units Scale Factor Converg.
 FX3987;SPC VA S     - 1,049,356.587 3,673,297.663   MT  1.00000084   +1 10 41.0
 FX3987;SPC VA S     - 3,442,764.07 12,051,477.42   sFT  1.00000084   +1 10 41.0
 FX3987;UTM  18      - 4,069,607.757   360,851.475   MT  0.99983854   -0 55 59.5
 FX3987
 FX3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3987!SPC VA S     -   1.00000467  x   1.00000084  =   1.00000551
 FX3987!UTM  18      -   1.00000467  x   0.99983854  =   0.99984321
 FX3987
 FX3987|---------------------------------------------------------------------|
 FX3987| PID    Reference Object                     Distance      Geod. Az  |
 FX3987|                                                           dddmmss.s |
 FX3987| DC8117 BURNETTS RM 2                        17.831 METERS 04401     |
 FX3987| DC8116 BURNETTS RM 1                        14.448 METERS 09838     |
 FX3987| FX4029 PINNER                              346.326 METERS 34434     |
 FX3987|---------------------------------------------------------------------|
 FX3987
 FX3987                          SUPERSEDED SURVEY CONTROL
 FX3987
 FX3987  NAD 83(1986)-  36 45 43.32983(N)    076 33 32.38283(W) AD(       ) 3
 FX3987  NAD 27      -  36 45 42.79300(N)    076 33 33.55900(W) AD(       ) 3
 FX3987
 FX3987.Superseded values are not recommended for survey control.
 FX3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3987.See file dsdata.txt to determine how the superseded data were derived.
 FX3987
 FX3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6085169608(NAD 83)
 FX3987_MARKER: DS = TRIANGULATION STATION DISK
 FX3987_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3987
 FX3987  HISTORY     - Date     Condition        Report By
 FX3987  HISTORY     - 1934     MONUMENTED       CGS
 FX3987  HISTORY     - 1943     GOOD             CGS
 FX3987  HISTORY     - 1944     GOOD             CGS
 FX3987
 FX3987                          STATION DESCRIPTION
 FX3987
 FX3987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3987'LOCATED ON THE EAST SIDE OF NANSEMOND RIVER, ON LAND OWNED
 FX3987'BY MR. PINNER OF SUFFOLK.
 FX3987'
 FX3987'THE PLACE IS REACHED FROM SUFFOLK BY FOLLOWING THE GRADED DIRT
 FX3987'ROAD WHICH PARALLELS THE NORTHEASTWARD DIRECTION OF THE
 FX3987'SOUTHERN RAILROAD FOR ABOUT 1-1/2 MILES FROM THE CITY LIMITS.
 FX3987'THIS SPOT WILL BE AT THE TOP OF THE RISE OF GROUND JUST AFTER
 FX3987'CROSSING BURNETTS CREEK BRIDGE.
 FX3987'
 FX3987'THE MONUMENT IS ACROSS THE FIELD TO THE LEFT AT ABOUT RIGHT
 FX3987'ANGLE TO THE ROAD, AND IS ABOUT 200 METERS DISTANT.  IT IS
 FX3987'HALFWAY DOWN THE SLOPE TO THE RIVER, IN SCRUB UNDERGROWTH,
 FX3987'49 FEET FROM THE TOP OF THE BANK, 64 FEET NORTHEAST FROM A
 FX3987'LONE 18-INCH BLACK GUM TREE GROWING ABOUT MIDWAY DOWN THE
 FX3987'SLOPE, 26 FEET WEST FROM 18-INCH PINE TREE, 86 FEET AND 109 FEET
 FX3987'TO THE BEGINNING OF MARSHES TOWARDS STATIONS NBP (U.S.E.) AND
 FX3987'PINNER.
 FX3987'
 FX3987'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3987'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3987'
 FX3987'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3987
 FX3987                          STATION RECOVERY (1943)
 FX3987
 FX3987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3987'STATION AND REFERENCE MARKS RECOVERED AND ARE IN GOOD CONDITION.
 FX3987'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR
 FX3987'THE FOLLOWING DISCREPANCY--
 FX3987'
 FX3987'THE PLACE IS REACHED FROM SUFFOLK BY FOLLOWING THE GRADED
 FX3987'DIRT ROAD WHICH PARALLALS THE NE DIRECTION OF THE SOUTHERN
 FX3987'RAILROAD FOR ABOUT 1.7 MILES, NOT FOR ABOUT 1-1/2 MILES.
 FX3987
 FX3987                          STATION RECOVERY (1944)
 FX3987
 FX3987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3987'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FX3987'IN 1934 WITH THE FOLLOWING EXCEPTIONS--
 FX3987'
 FX3987'THE BLACK GUM TREE IS A HICKORY TREE, AND IS THE TALLEST
 FX3987'TREE IN THE VICINITY.  THE 18-INCH PINE TREE IS GONE.  ONLY
 FX3987'THE STUMP REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1086 ***********************************************************************
 FW1086  DESIGNATION -  BURNT 1904
 FW1086  PID         -  FW1086
 FW1086  STATE/COUNTY-  VA/ACCOMACK
 FW1086  USGS QUAD   -  PARKSLEY (1968)
 FW1086
 FW1086                         *CURRENT SURVEY CONTROL
 FW1086  ___________________________________________________________________
 FW1086* NAD 83(1993)-  37 51 34.74701(N)    075 43 48.75937(W)     ADJUSTED  
 FW1086* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1086  ___________________________________________________________________
 FW1086  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FW1086  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FW1086
 FW1086  HORZ ORDER  -  THIRD
 FW1086
 FW1086.The horizontal coordinates were established by classical geodetic methods
 FW1086.and adjusted by the National Geodetic Survey in November 1994..
 FW1086
 FW1086.The orthometric height was scaled from a topographic map.
 FW1086
 FW1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1086
 FW1086.The geoid height was determined by GEOID03.
 FW1086
 FW1086;                    North         East     Units Scale Factor Converg.
 FW1086;SPC VA S     - 1,172,962.976 3,743,700.997   MT  0.99998222   +1 40 51.8
 FW1086;SPC VA S     - 3,848,296.03 12,282,459.02   sFT  0.99998222   +1 40 51.8
 FW1086;SPC MD       -    22,199.966   511,749.126   MT  1.00010573   +0 47 49.1
 FW1086;SPC MD       -    72,834.39  1,678,963.59   sFT  1.00010573   +0 47 49.1
 FW1086;UTM  18      - 4,190,494.512   435,767.008   MT  0.99965082   -0 26 53.4
 FW1086
 FW1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1086!SPC VA S     -   1.00000558  x   0.99998222  =   0.99998780
 FW1086!SPC MD       -   1.00000558  x   1.00010573  =   1.00011131
 FW1086!UTM  18      -   1.00000558  x   0.99965082  =   0.99965640
 FW1086
 FW1086:                Primary Azimuth Mark                     Grid Az
 FW1086:SPC VA S     -  HOUSE WITH TIN ROOF EAST CHIM            359 28 57.2
 FW1086:SPC MD       -  HOUSE WITH TIN ROOF EAST CHIM            000 21 59.9
 FW1086:UTM  18      -  HOUSE WITH TIN ROOF EAST CHIM            001 36 42.4
 FW1086
 FW1086|---------------------------------------------------------------------|
 FW1086| PID    Reference Object                     Distance      Geod. Az  |
 FW1086|                                                           dddmmss.s |
 FW1086| FW1122 HOUSE WITH TIN ROOF EAST CHIM       APPROX. 5.5 KM 0010949.0 |
 FW1086| FW1138 SAXIS CHURCH SPIRE                  APPROX. 7.1 KM 0050459.1 |
 FW1086| FW1130 SAW MILL STACK                      APPROX. 6.4 KM 0392502.4 |
 FW1086| FW1084 BAGWELL 1904                        APPROX. 2.6 KM 1421702.0 |
 FW1086| FW1118 GLENNS OYSTER HOUSE                 APPROX. 4.6 KM 3515345.7 |
 FW1086|---------------------------------------------------------------------|
 FW1086
 FW1086                          SUPERSEDED SURVEY CONTROL
 FW1086
 FW1086  NAD 83(1993)-  37 51 34.74644(N)    075 43 48.76626(W) AD(       ) 3
 FW1086  NAD 83(1986)-  37 51 34.74576(N)    075 43 48.79039(W) AD(       ) 3
 FW1086  NAD 27      -  37 51 34.27800(N)    075 43 50.05500(W) AD(       ) 3
 FW1086
 FW1086.Superseded values are not recommended for survey control.
 FW1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1086.See file dsdata.txt to determine how the superseded data were derived.
 FW1086
 FW1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3576790495(NAD 83)
 FW1086_MARKER: Z = SEE DESCRIPTION
 FW1086_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FW1086_SP_SET: OBJECT IMBEDDED IN GROUND
 FW1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1086
 FW1086  HISTORY     - Date     Condition        Report By
 FW1086  HISTORY     - 1904     MONUMENTED       CGS
 FW1086  HISTORY     - 1907     GOOD             CGS
 FW1086  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1086
 FW1086                          STATION DESCRIPTION
 FW1086
 FW1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1086'STATION BURNT IS NEAR THE SOUTHERN END OF BURNTWOOD ISLAND (THE
 FW1086'MOST SOUTHERLY OF THE GROUP) ACCOMAC COUNTY, VIRGINIA.
 FW1086'
 FW1086'IT IS 12 METERS FROM THE SE END OF THE OBSERVATION SHANTY ON
 FW1086'THE ISLAND.  STATION IS MARKED WITH AN IRON PIPE SHOWING 4
 FW1086'INCHES ABOVE THE GROUND AND EXTENDING 20 INCHES INTO THE GROUND.
 FW1086
 FW1086                          STATION RECOVERY (1907)
 FW1086
 FW1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (OWF)
 FW1086'STATION RECOVERED.  MR. FERGUSON FOUND SIGNAL ERECTED BUT CENTER
 FW1086'WAS MARKED BY A SCANTLING.
 FW1086
 FW1086                          STATION RECOVERY (1942)
 FW1086
 FW1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1086'A THOROUGH SEARCH WHICH COVERED THE ENTIRE AREA OF BURNT ISLAND
 FW1086'WAS MADE BUT THE STATION COULD NOT BE FOUND.  NO EVIDENCE OF THE
 FW1086'ORIGINAL WITNESS MARKS COULD BE FOUND.
 FW1086'
 FW1086'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1087 ***********************************************************************
 FW1087  DESIGNATION -  BURNT 1953
 FW1087  PID         -  FW1087
 FW1087  STATE/COUNTY-  VA/ACCOMACK
 FW1087  USGS QUAD   -  PARKSLEY (1968)
 FW1087
 FW1087                         *CURRENT SURVEY CONTROL
 FW1087  ___________________________________________________________________
 FW1087* NAD 83(1993)-  37 51 46.13528(N)    075 43 37.23533(W)     ADJUSTED  
 FW1087* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1087  ___________________________________________________________________
 FW1087  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FW1087  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FW1087
 FW1087  HORZ ORDER  -  THIRD
 FW1087
 FW1087.The horizontal coordinates were established by classical geodetic methods
 FW1087.and adjusted by the National Geodetic Survey in November 1994..
 FW1087
 FW1087.The orthometric height was scaled from a topographic map.
 FW1087
 FW1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1087
 FW1087.The geoid height was determined by GEOID03.
 FW1087
 FW1087;                    North         East     Units Scale Factor Converg.
 FW1087;SPC VA S     - 1,173,322.206 3,743,972.256   MT  0.99998270   +1 40 58.8
 FW1087;SPC VA S     - 3,849,474.60 12,283,348.98   sFT  0.99998270   +1 40 58.8
 FW1087;UTM  18      - 4,190,843.300   436,051.332   MT  0.99965037   -0 26 46.4
 FW1087
 FW1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1087!SPC VA S     -   1.00000574  x   0.99998270  =   0.99998844
 FW1087!UTM  18      -   1.00000574  x   0.99965037  =   0.99965611
 FW1087
 FW1087                          SUPERSEDED SURVEY CONTROL
 FW1087
 FW1087  NAD 83(1993)-  37 51 46.13600(N)    075 43 37.24312(W) AD(       ) 3
 FW1087  NAD 83(1986)-  37 51 46.13227(N)    075 43 37.26960(W) AD(       ) 3
 FW1087  NAD 27      -  37 51 45.67500(N)    075 43 38.51900(W) AD(       ) 3
 FW1087
 FW1087.Superseded values are not recommended for survey control.
 FW1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1087.See file dsdata.txt to determine how the superseded data were derived.
 FW1087
 FW1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3605190843(NAD 83)
 FW1087_MARKER: DT = TOPOGRAPHIC STATION DISK
 FW1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1087+STABILITY: SURFACE MOTION
 FW1087
 FW1087  HISTORY     - Date     Condition        Report By
 FW1087  HISTORY     - 1953     MONUMENTED       CGS
 FW1087
 FW1087                          STATION DESCRIPTION
 FW1087
 FW1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FW1087'REFERENCE MARK BURNT IS NE OF STATION BERNARD.  IT IS A STANDARD
 FW1087'TOPOGRAPHIC STATION DISK, STAMPED BURNT 1942 AND SET IN
 FW1087'THE TOP OF A 5-IN. ROUND CONCRETE MONUMENT PROJECTING 6 IN.
 FW1087'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5569 ***********************************************************************
 HV5569  DESIGNATION -  BURNT MILL
 HV5569  PID         -  HV5569
 HV5569  STATE/COUNTY-  VA/FAUQUIER
 HV5569  USGS QUAD   -  MIDDLEBURG (1981)
 HV5569
 HV5569                         *CURRENT SURVEY CONTROL
 HV5569  ___________________________________________________________________
 HV5569* NAD 83(1993)-  38 56 44.75510(N)    077 44 40.44134(W)     ADJUSTED  
 HV5569* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 HV5569  ___________________________________________________________________
 HV5569  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 HV5569  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV5569
 HV5569  HORZ ORDER  -  SECOND
 HV5569
 HV5569.The horizontal coordinates were established by classical geodetic methods
 HV5569.and adjusted by the National Geodetic Survey in November 1994..
 HV5569
 HV5569.The orthometric height was scaled from a topographic map.
 HV5569
 HV5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5569
 HV5569.The geoid height was determined by GEOID03.
 HV5569
 HV5569;                    North         East     Units Scale Factor Converg.
 HV5569;SPC VA N     - 2,142,250.001 3,565,487.322   MT  0.99996476   +0 28 17.3
 HV5569;SPC VA N     - 7,028,365.21 11,697,769.66   sFT  0.99996476   +0 28 17.3
 HV5569;UTM  18      - 4,314,340.633   262,142.525   MT  1.00029671   -1 43 33.6
 HV5569
 HV5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5569!SPC VA N     -   0.99997893  x   0.99996476  =   0.99994369
 HV5569!UTM  18      -   0.99997893  x   1.00029671  =   1.00027563
 HV5569
 HV5569:                Primary Azimuth Mark                     Grid Az
 HV5569:SPC VA N     -  HALFWAY                                  175 57 51.7
 HV5569:UTM  18      -  HALFWAY                                  178 09 42.6
 HV5569
 HV5569|---------------------------------------------------------------------|
 HV5569| PID    Reference Object                     Distance      Geod. Az  |
 HV5569|                                                           dddmmss.s |
 HV5569| HV5573 HALFWAY                             APPROX. 2.3 KM 1762609.0 |
 HV5569| DC6755 BURNT MILL RM 1                                    19607     |
 HV5569| DC6756 BURNT MILL RM 2                                    28235     |
 HV5569| HV5621 BURRLAND FARMS TANK                 APPROX. 1.0 KM 2933022.2 |
 HV5569|---------------------------------------------------------------------|
 HV5569
 HV5569                          SUPERSEDED SURVEY CONTROL
 HV5569
 HV5569  NAD 83(1993)-  38 56 44.75546(N)    077 44 40.45128(W) AD(       ) 2
 HV5569  NAD 83(1986)-  38 56 44.75414(N)    077 44 40.45031(W) AD(       ) 2
 HV5569  NAD 27      -  38 56 44.35472(N)    077 44 41.46946(W) AD(       ) 2
 HV5569
 HV5569.Superseded values are not recommended for survey control.
 HV5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5569.See file dsdata.txt to determine how the superseded data were derived.
 HV5569
 HV5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6214314341(NAD 83)
 HV5569_MARKER: DS = TRIANGULATION STATION DISK
 HV5569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5569
 HV5569  HISTORY     - Date     Condition        Report By
 HV5569  HISTORY     - 1958     MONUMENTED       CGS
 HV5569
 HV5569                          STATION DESCRIPTION
 HV5569
 HV5569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5569'THE STATION IS ABOUT 1.7 MILES SOUTH-SOUTHWEST OF MIDDLEBURG
 HV5569'0.3 MILE NORTH OF BURNT MILL BRANCH, AND 0.15 MILE WEST OF
 HV5569'COUNTY ROUTE 626, ABOUT 200 FEET SOUTH OF THE SUMMIT OF HILL,
 HV5569'WHICH IS ABOUT 300 YARDS NORTHEAST OF THE FARM RESIDENCE OF MR.
 HV5569'E.L. REDMAN, WHO IS OWNER OF THE PROPERTY.
 HV5569'
 HV5569'TO REACH FROM MADISON STREET AND WASHINGTON STREET, IN MIDDLEBURG,
 HV5569'GO WEST ON WASHINGTON STREET FOR 0.2 MILE TO COUNTY ROUTE 626,
 HV5569'TURN LEFT, GO SOUTH ON ROUTE 626 FOR 1.55 MILE TO A DRIVEWAY
 HV5569'ENTRANCE AT STONE PILLARS ON THE RIGHT.  TURN RIGHT, FOLLOW
 HV5569'DRIVEWAY FOR 0.15 MILE TO A BOARD GATE ON THE LEFT WHICH IS ABOUT
 HV5569'200 FEET NORTH OF THE REDMAN HOUSE.  PASS THROUGH THE GATE
 HV5569'AND GO EASTERLY FOR 0.1 MILE TO THE STATION.
 HV5569'
 HV5569'STATION MARKS ARE STANDARD DISKS STAMPED BURNT MILL 1958.
 HV5569'THE SURFACE DISK IS SET IN A CONCRETE POST WHICH IS 12 INCHES
 HV5569'BELOW THE SURFACE OF THE GROUND.  IT IS 312 FEET NORTHEAST
 HV5569'OF THE NORTHEAST CORNER OF BARN LOT.  THE UNDERGROUND DISK
 HV5569'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 HV5569'SURFACE OF THE GROUND.
 HV5569'
 HV5569'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURNT MILL NO
 HV5569'1 1958, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV5569'SURFACE OF THE GROUND.  IT IS 189 FEET EAST OF A T-JUNCTION
 HV5569'OF THE FENCE LINE AND 1 FOOT NORTH OF FENCE LINE.
 HV5569'
 HV5569'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURNT MILL NO 2
 HV5569'1958, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV5569'OF THE GROUND.  IT IS 54 FEET NORTH OF A POWER LINE POLE
 HV5569'AND 20 FEET EAST OF THE DRIVEWAY.
 HV5569'
 HV5569'TRIANGULATION STATION HALFWAY WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4428 ***********************************************************************
 FX4428  DESIGNATION -  BURNT RM 2
 FX4428  PID         -  FX4428
 FX4428  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4428  USGS QUAD   -  FRANKLIN (1986)
 FX4428
 FX4428                         *CURRENT SURVEY CONTROL
 FX4428  ___________________________________________________________________
 FX4428* NAD 83(1986)-  36 41 39.     (N)    076 53 23.     (W)     SCALED    
 FX4428* NAVD 88     -         9.58   (meters)      31.4    (feet)  RESET     
 FX4428  ___________________________________________________________________
 FX4428  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX4428
 FX4428  VERT ORDER  -  THIRD
 FX4428
 FX4428.The horizontal coordinates were scaled from a topographic map and have
 FX4428.an estimated accuracy of +/- 6 seconds.
 FX4428
 FX4428.The orthometric height was computed from unverified reset data.
 FX4428.No vertical observational check was made to the station.
 FX4428
 FX4428.The geoid height was determined by GEOID03.
 FX4428
 FX4428;                    North         East    Units  Estimated Accuracy
 FX4428;SPC VA S     - 1,041,270.    3,643,900.      MT  (+/- 180 meters Scaled)
 FX4428
 FX4428                          SUPERSEDED SURVEY CONTROL
 FX4428
 FX4428  NGVD 29 (03/21/06)   10.05   (m)           33.0    (f) RESET       3  
 FX4428
 FX4428.Superseded values are not recommended for survey control.
 FX4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4428.See file dsdata.txt to determine how the superseded data were derived.
 FX4428
 FX4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF311626(NAD 83)
 FX4428_MARKER: DR = REFERENCE MARK DISK
 FX4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4428_SP_SET: CONCRETE POST
 FX4428_STAMPING: BURNT 1918 NO 2 1985
 FX4428_MARK LOGO: NGS   
 FX4428_PROJECTION: FLUSH
 FX4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4428+STABILITY: SURFACE MOTION
 FX4428
 FX4428  HISTORY     - Date     Condition        Report By
 FX4428  HISTORY     - 1985     MONUMENTED       NGS
 FX4428  HISTORY     - 19850612 GOOD             NGS
 FX4428
 FX4428                          STATION DESCRIPTION
 FX4428
 FX4428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FX4428'3.2 KM (2.00 MI) NE FROM FRANKLIN.
 FX4428'2.96 KM (1.85 MI) EAST ALONG U.S. HIGHWAYS 58 EAST AND 258 NORTH FROM
 FX4428'THEIR JUNCTION IN FRANKLIN, TO THEIR JUNCTION, THENCE EAST ON U.S. 58
 FX4428'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY
 FX4428'FROM THE CHURCH OF GOD, 14.0 M (45.9 FT) SOUTH OF THE CENTERLINE OF
 FX4428'U.S. 28, TWO LANES EAST AND ONE LANE WEST, 12.55 M (41.2 FT) NORTH OF
 FX4428'THE NORTH RAIL OF RAILROAD TRACKS, 35.51 M (116.5 FT) SOUTH OF THE
 FX4428'SOUTHWEST CORNER AND ON TANGENT WITH THE WEST SIDE OF THE CHURCH AND
 FX4428'34.44 M (113.0 FT) WEST OF A TELEPHONE PEDISTAL AT RAILROAD MILEPOST
 FX4428'35.
 FX4428'THE MARK IS 0.5 M BELOW RAILROAD TRACKS.
 FX4428
 FX4428                          STATION RECOVERY (1985)
 FX4428
 FX4428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FX4428'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--BURNT 1918 NO. 2
 FX4428'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH
 FX4428'WITH THE GROUND.  LOCATED 14.00 METERS (45.93 FEET) SOUTH FROM THE
 FX4428'CENTER LINE OF U.S. 58, 12.55 METERS (41.17 FEET) NORTH FROM THE
 FX4428'NORTH RAIL OF RAILROAD TRACKS, 35.51 METERS (116.5 FEET) SOUTH FROM
 FX4428'THE SOUTHWEST CORNER AND ON TANGENT WITH THE WEST SIDE OF THE CHURCH.
 FX4428'34.44 METERS (113.0 FEET) WEST FROM A TELEPHONE PEDISTAL AT MILE POST
 FX4428'35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4429 ***********************************************************************
 FX4429  DESIGNATION -  BURNT RM 3
 FX4429  PID         -  FX4429
 FX4429  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4429  USGS QUAD   -  FRANKLIN (1986)
 FX4429
 FX4429                         *CURRENT SURVEY CONTROL
 FX4429  ___________________________________________________________________
 FX4429* NAD 83(1986)-  36 41 39.     (N)    076 53 23.     (W)     SCALED    
 FX4429* NAVD 88     -         9.56   (meters)      31.4    (feet)  RESET     
 FX4429  ___________________________________________________________________
 FX4429  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX4429
 FX4429  VERT ORDER  -  THIRD
 FX4429
 FX4429.The horizontal coordinates were scaled from a topographic map and have
 FX4429.an estimated accuracy of +/- 6 seconds.
 FX4429
 FX4429.The orthometric height was computed from unverified reset data.
 FX4429.No vertical observational check was made to the station.
 FX4429
 FX4429.The geoid height was determined by GEOID03.
 FX4429
 FX4429;                    North         East    Units  Estimated Accuracy
 FX4429;SPC VA S     - 1,041,270.    3,643,900.      MT  (+/- 180 meters Scaled)
 FX4429
 FX4429                          SUPERSEDED SURVEY CONTROL
 FX4429
 FX4429  NGVD 29 (03/21/06)   10.04   (m)           32.9    (f) RESET       3  
 FX4429
 FX4429.Superseded values are not recommended for survey control.
 FX4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4429.See file dsdata.txt to determine how the superseded data were derived.
 FX4429
 FX4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF311626(NAD 83)
 FX4429_MARKER: DR = REFERENCE MARK DISK
 FX4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4429_SP_SET: CONCRETE POST
 FX4429_STAMPING: G 10 BURNT 1918 NO 3 1985
 FX4429_MARK LOGO: NGS   
 FX4429_PROJECTION: PROJECTING 10 CENTIMETERS
 FX4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4429+STABILITY: SURFACE MOTION
 FX4429
 FX4429  HISTORY     - Date     Condition        Report By
 FX4429  HISTORY     - 1985     MONUMENTED       NGS
 FX4429  HISTORY     - 19850612 GOOD             NGS
 FX4429
 FX4429                          STATION DESCRIPTION
 FX4429
 FX4429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FX4429'3.2 KM (2.00 MI) NE FROM FRANKLIN.
 FX4429'2.96 KM (1.85 MI) EAST ALONG U.S. HIGHWAYS 58 EAST AND 258 NORTH FROM
 FX4429'THEIR JUNCTION IN FRANKLIN TO THEIR JUNCTION, THENCE EAST ON U.S. 58
 FX4429'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY
 FX4429'FROM THE CHURCH OF GOD, 41.05 M (134.7 FT) SOUTH OF THE CENTERLINE OF
 FX4429'U.S. 58, TWO LANES EAST AND ONE LANE WEST, 13.15 M (43.1 FT) SOUTH OF
 FX4429'THE SOUTH RAIL OF RAILROAD TRACKS AND 54.10 M (177.5 FT) SOUTHWEST OF
 FX4429'A TELEPHONE PEDISTAL AT MILEPOST 35.
 FX4429'THE MARK IS 0.5 M BELOW RAILROAD TRACKS.
 FX4429
 FX4429                          STATION RECOVERY (1985)
 FX4429
 FX4429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FX4429'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--G 10 BURNT
 FX4429'1918--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM,
 FX4429'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 13.15 METERS (43.14 FEET)
 FX4429'SOUTH FROM THE SOUTH RAIL OF RAILROAD TRACKS, 41.05 METERS
 FX4429'(134.68 FEET) SOUTH FROM THE CENTERLINE OF U.S. 58, 54.10 METERS
 FX4429'(177.5 FEET) SOUTHWEST FROM THE TELEPHONE PEDESTAL AT MILE POST 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0844 ***********************************************************************
 FX0844  DESIGNATION -  BURNT RM=G 10
 FX0844  PID         -  FX0844
 FX0844  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0844  USGS QUAD   -  FRANKLIN (1986)
 FX0844
 FX0844                         *CURRENT SURVEY CONTROL
 FX0844  ___________________________________________________________________
 FX0844* NAD 83(1986)-  36 41 39.     (N)    076 53 25.     (W)     SCALED    
 FX0844* NAVD 88     -         9.380  (meters)      30.77   (feet)  POSTED    
 FX0844  ___________________________________________________________________
 FX0844  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX0844  DYNAMIC HT  -           9.370 (meters)      30.74  (feet)  COMP
 FX0844  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 FX0844
 FX0844  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0844
 FX0844.The horizontal coordinates were scaled from a topographic map and have
 FX0844.an estimated accuracy of +/- 6 seconds.
 FX0844
 FX0844.The orthometric height was determined by differential leveling
 FX0844.and adjusted by the National Geodetic Survey in 1992..
 FX0844.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0844.rate greater than 8.0 mm/km.
 FX0844
 FX0844.The geoid height was determined by GEOID03.
 FX0844
 FX0844.The dynamic height is computed by dividing the NAVD 88
 FX0844.geopotential number by the normal gravity value computed on the
 FX0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0844.degrees latitude (g = 980.6199 gals.).
 FX0844
 FX0844.The modeled gravity was interpolated from observed gravity values.
 FX0844
 FX0844;                    North         East    Units  Estimated Accuracy
 FX0844;SPC VA S     - 1,041,270.    3,643,850.      MT  (+/- 180 meters Scaled)
 FX0844
 FX0844                          SUPERSEDED SURVEY CONTROL
 FX0844
 FX0844  NGVD 29 (??/??/92)    9.859  (m)           32.35   (f) ADJ UNCH    1 2
 FX0844
 FX0844.Superseded values are not recommended for survey control.
 FX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0844.See file dsdata.txt to determine how the superseded data were derived.
 FX0844
 FX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF311626(NAD 83)
 FX0844_MARKER: DR = REFERENCE MARK DISK
 FX0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0844_STAMPING: GG 10 BURNT 1918
 FX0844_MARK LOGO: CGS   
 FX0844_PROJECTION: PROJECTING 8 CENTIMETERS
 FX0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0844+STABILITY: SURFACE MOTION
 FX0844
 FX0844  HISTORY     - Date     Condition        Report By
 FX0844  HISTORY     - 1918     MONUMENTED       CGS
 FX0844  HISTORY     - 1953     GOOD             CGS
 FX0844  HISTORY     - 1960     GOOD             CGS
 FX0844  HISTORY     - 1978     POOR             NGS
 FX0844
 FX0844                          STATION DESCRIPTION
 FX0844
 FX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0844'2 MI NE FROM FRANKLIN.
 FX0844'2.0 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0844'STATION AT FRANKLIN, 43.5 FEET SOUTHEAST OF SOUTHEAST RAIL,
 FX0844'180 FEET SOUTH-SOUTHWEST AND ACROSS TRACK FROM MILE POST 35,
 FX0844'89 FEET SOUTHEAST AND ACROSS TRACK FROM BM H 10=BURNT, 38.5
 FX0844'FEET EAST OF THE SECOND TELEPHONE POLE SOUTHWEST OF MILE POST,
 FX0844'130 FEET SOUTHEAST AND ACROSS TRACK FROM CENTER LINE OF U.S.
 FX0844'HIGHWAY 58, ABOUT 2.5 FEET BELOW LEVEL OF TRACK AND SET
 FX0844'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FX0844
 FX0844                          STATION RECOVERY (1960)
 FX0844
 FX0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FX0844'RECOVERED IN GOOD CONDITION.
 FX0844
 FX0844                          STATION RECOVERY (1978)
 FX0844
 FX0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0844'NOTE=THE MARK IS LEANING AND WAS OMITTED FROM THE 1978 LEVELING.
 FX0844'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0845 ***********************************************************************
 FX0845  DESIGNATION -  BURNT=H 10
 FX0845  PID         -  FX0845
 FX0845  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0845  USGS QUAD   -  FRANKLIN (1986)
 FX0845
 FX0845                         *CURRENT SURVEY CONTROL
 FX0845  ___________________________________________________________________
 FX0845* NAD 83(1993)-  36 41 38.67450(N)    076 53 25.14552(W)     ADJUSTED  
 FX0845* NAVD 88     -         9.719  (meters)      31.89   (feet)  ADJUSTED  
 FX0845  ___________________________________________________________________
 FX0845  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 FX0845  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX0845  DYNAMIC HT  -           9.711 (meters)      31.86  (feet)  COMP
 FX0845  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 FX0845
 FX0845  HORZ ORDER  -  SECOND
 FX0845  VERT ORDER  -  FIRST     CLASS II
 FX0845
 FX0845.The horizontal coordinates were established by classical geodetic methods
 FX0845.and adjusted by the National Geodetic Survey in September 1995..
 FX0845
 FX0845.The orthometric height was determined by differential leveling
 FX0845.and adjusted by the National Geodetic Survey in June 1991..
 FX0845
 FX0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0845
 FX0845.The geoid height was determined by GEOID03.
 FX0845
 FX0845.The dynamic height is computed by dividing the NAVD 88
 FX0845.geopotential number by the normal gravity value computed on the
 FX0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0845.degrees latitude (g = 980.6199 gals.).
 FX0845
 FX0845.The modeled gravity was interpolated from observed gravity values.
 FX0845
 FX0845;                    North         East     Units Scale Factor Converg.
 FX0845;SPC VA S     - 1,041,259.816 3,643,847.478   MT  1.00001397   +0 58 37.0
 FX0845;SPC VA S     - 3,416,199.91 11,954,856.27   sFT  1.00001397   +0 58 37.0
 FX0845;UTM  18      - 4,062,601.086   331,126.659   MT  0.99995135   -1 07 47.3
 FX0845
 FX0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0845!SPC VA S     -   1.00000403  x   1.00001397  =   1.00001800
 FX0845!UTM  18      -   1.00000403  x   0.99995135  =   0.99995538
 FX0845
 FX0845:                Primary Azimuth Mark                     Grid Az
 FX0845:SPC VA S     -  CARRS                                    069 26 48.9
 FX0845:UTM  18      -  CARRS                                    071 33 13.2
 FX0845
 FX0845|---------------------------------------------------------------------|
 FX0845| PID    Reference Object                     Distance      Geod. Az  |
 FX0845|                                                           dddmmss.s |
 FX0845| FX4059 CARRS                               APPROX. 7.3 KM 0702525.9 |
 FX0845| FX0844 BURNT RM=G 10                                      15539     |
 FX0845|---------------------------------------------------------------------|
 FX0845
 FX0845                          SUPERSEDED SURVEY CONTROL
 FX0845
 FX0845  NAD 83(1986)-  36 41 38.68000(N)    076 53 25.16676(W) AD(       ) 2
 FX0845  NAD 27      -  36 41 38.14300(N)    076 53 26.30700(W) AD(       ) 2
 FX0845  NGVD 29 (??/??/92)   10.196  (m)           33.45   (f) ADJ UNCH    1 2
 FX0845
 FX0845.Superseded values are not recommended for survey control.
 FX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0845.See file dsdata.txt to determine how the superseded data were derived.
 FX0845
 FX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3112762601(NAD 83)
 FX0845_MARKER: DB = BENCH MARK DISK
 FX0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0845_STAMPING: ELEV 33.550 FT H 10 BURNT 1918
 FX0845_MARK LOGO: CGS   
 FX0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0845+STABILITY: SURFACE MOTION
 FX0845
 FX0845  HISTORY     - Date     Condition        Report By
 FX0845  HISTORY     - 1918     MONUMENTED       CGS
 FX0845  HISTORY     - 1934     GOOD             CGS
 FX0845  HISTORY     - 1959     GOOD             CGS
 FX0845  HISTORY     - 1960     GOOD             CGS
 FX0845  HISTORY     - 1960     GOOD             NGS
 FX0845  HISTORY     - 1978     GOOD             NGS
 FX0845  HISTORY     - 19850613 GOOD             NGS
 FX0845
 FX0845                          STATION DESCRIPTION
 FX0845
 FX0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX0845'STATION IS ABOUT 2 MILES E OF THE SEABOARD AIR LINE RAILWAY
 FX0845'STATION AT FRANKLIN, ABOUT 55 YARDS W OF MILEPOST 35, 12.34
 FX0845'METERS (40.5 FEET) N OF THE N RAIL, AND ABOUT 25 YARS S OF A ROAD
 FX0845'RUNNING PARALLEL TO THE TRACK.  THE UNDERGROUND MARK IS A NAIL
 FX0845'IN CONCRETE, AS DESCRIBED.  THE SURFACE AND REFERENCE
 FX0845'MARKS ARE BRONZE TABLETS SET IN CONCRETE, AS DESCRIBED.
 FX0845'THE REFERENCE MARK IS 27.095 METERS (88.89 FEET)
 FX0845'FROM THE STATION S 24 DEG 21 MIN E.
 FX0845
 FX0845                          STATION RECOVERY (1934)
 FX0845
 FX0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX0845'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FX0845
 FX0845                          STATION RECOVERY (1959)
 FX0845
 FX0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FX0845'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK HAS BEEN
 FX0845'DISTURBED.  APPEARS TO HAVE BEEN HIT BY A PLOW WHEN A FIRE
 FX0845'BREAK WAS PLOWED ALONG SOUTHERLY SIDE OF RAILROAD.  DESCRIPTION
 FX0845'BY LEVEL PARTY IN 1953 RECOVERY NOTE ADEQUATE AND CORRECT.
 FX0845
 FX0845                          STATION RECOVERY (1960)
 FX0845
 FX0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX0845'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 FX0845'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 FX0845'2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 FX0845'THE STATION IN FRANKLIN.  IT IS 174 FEET WEST OF MILE POST
 FX0845'35, 40.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 41 FEET SOUTHEAST
 FX0845'OF THE CENTER LINE OF U.S. HIGHWAY 58, IT IS ACROSS THE HIGHWAY
 FX0845'FROM THE FRANKLIN CHURCH OF GOD AND 2 FEET NORTHEAST OF
 FX0845'A U.S.C. AND G.S. WITNESS SIGN.  THE MARK IS SET FLUSH WITH
 FX0845'THE GROUND AND THE DISK IS STAMPED ELEV 33.550 FT H 10 BURNT
 FX0845'1918.
 FX0845'
 FX0845'THE REFERENCE MARK IS 180 FEET SOUTHWEST AND ACROSS THE TRACK
 FX0845'FROM MILE POST 35, 43.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FX0845'38.5 FEET EAST OF THE SECOND TELEPHONE POLE SOUTHWEST OF THE
 FX0845'MILE POST, 130 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 FX0845'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE TRACK.
 FX0845'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GG
 FX0845'10 BURNT 1918.
 FX0845
 FX0845                          STATION RECOVERY (1960)
 FX0845
 FX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0845'2 MI NE FROM FRANKLIN.
 FX0845'2.0 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX0845'THE STATION AT FRANKLIN, 0.5 MILE NORTHEAST OF ENTRANCE TO
 FX0845'FRANKLIN AIRPORT, 40-1/2 FEET NORTHWEST OF NORTHWEST RAIL, 41
 FX0845'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY 58, 174 FEET WEST
 FX0845'OF MILE POST 35, 89 FEET NORTHWEST AND AT RIGHT ANGLE ACROSS
 FX0845'TRACK FROM BM G 10 = R.M. BURNT, 2 FEET BELOW LEVEL OF TRACK
 FX0845'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FX0845
 FX0845                          STATION RECOVERY (1978)
 FX0845
 FX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0845'RECOVERED IN GOOD CONDITION.
 FX0845
 FX0845                          STATION RECOVERY (1985)
 FX0845
 FX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FX0845'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS
 FX0845'RECOVERED LEANING AND THE MARK WAS RESET AND STAMPED NUMBER 3,
 FX0845'REFERENCE MARK 2 WAS ALSO ESTABLISHED AND A TIE WAS MADE TO BENCH MARK
 FX0845'V 323 WHICH WILL SERVE AS AN AZIMUTH.  THE LINE OF SIGHT TO STATION
 FX0845'LOW 1918 IS OBSTRUCTED BY RAILROAK SIGNAL BOX AND WOULD REQUIRE A
 FX0845'SIGNAL AT LEAST 10 FEET HIGH ON BOTH ENDS OF THE LINE TO SEE.  A
 FX0845'COMPLETE NEW DESCRITION FOLLOWS.
 FX0845' 
 FX0845'THE STATION IS A STANDARD CGS DISK STAMPED--ELEV 33.550 FT H 10 BURNT
 FX0845'1918--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM, FLUSH
 FX0845'WITH THE GROUND.  LOCATED 13.95 METERS (45.77 FEET) SOUTH FROM THE
 FX0845'CENTERLINE OF U.S. 58,  39.17 METERS (128.51 FEET) SOUTH SOUTHWEST
 FX0845'FROM
 FX0845'THE SOUTHWEST CORNER OF THE CHURCH, 12.4 METERS (40.68 FEET) NORTH
 FX0845'FROM
 FX0845'THE NORTH RAIL OF RAILROAD TRACKS, 51.66 METERS (169.5 FEET) WEST OF A
 FX0845'TELEPHONE PEDISTAL AT RAILROAD MILE POST 35.
 FX0845' 
 FX0845'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--BURNT 1918 NO. 2
 FX0845'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH
 FX0845'WITH THE GROUND.  LOCATED 14.00 METERS (45.93 FEET) SOUTH FROM THE
 FX0845'CENTERLINE OF U.S. 58, 12.55 METERS (41.17 FEET) NORTH FROM THE NORTH
 FX0845'RAIL OF RAILROAD TRACKS, 35.51 METERS (116.5 FEET) SOUTH FROM THE
 FX0845'SOUTHWEST CORNER AND ON TANGENT WITH THE WEST SIDE OF THE CHURCH,
 FX0845'34.44 METERS (113.0 FEET) WEST FROM A TELEPHONE PEDISTAL AT MILE POST
 FX0845'35.
 FX0845' 
 FX0845'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--G 10 BURNT
 FX0845'1918--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM,
 FX0845'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 13.15 METERS (43.14 FEET)
 FX0845'SOUTH FROM THE SOUTH RAIL OF RAILROAD TRACKS,  41.05 METERS
 FX0845'(134.68 FEET) SOUTH FROM THE CENTERLINE OF U.S. 58, 54.10 METERS
 FX0845'(177.5 FEET) SOUTHWEST FROM THE TELEPHONE PEDESTAL AT MILE POST 35.
 FX0845' 
 FX0845'BENCH MARK V 323 (AZIMUTH MARK) IS A STANDARD CGS DISK STAMPED--V 323
 FX0845'1958--, SET IN A DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT
 FX0845'UNDER
 FX0845'THE THE SOUTH SIDE OF U.S. 58.  LOCATED 8.84 METERS (29.0 FT)
 FX0845'SOUTHEAST
 FX0845'FROM THE CENTER OF U.S. 58 AND 13.41 METERS (44.0 FT) NORTHWEST FROM
 FX0845'THE NORTH RAIL OF RAILROAD TRACKS.
 FX0845' 
 FX0845'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5528 ***********************************************************************
 HV5528  DESIGNATION -  BURR
 HV5528  PID         -  HV5528
 HV5528  STATE/COUNTY-  VA/ORANGE
 HV5528  USGS QUAD   -  UNIONVILLE (1983)
 HV5528
 HV5528                         *CURRENT SURVEY CONTROL
 HV5528  ___________________________________________________________________
 HV5528* NAD 83(1993)-  38 18 33.22563(N)    077 54 04.16471(W)     ADJUSTED  
 HV5528* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 HV5528  ___________________________________________________________________
 HV5528  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HV5528  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV5528
 HV5528  HORZ ORDER  -  SECOND
 HV5528
 HV5528.The horizontal coordinates were established by classical geodetic methods
 HV5528.and adjusted by the National Geodetic Survey in November 1994..
 HV5528
 HV5528.The orthometric height was scaled from a topographic map.
 HV5528
 HV5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5528
 HV5528.The geoid height was determined by GEOID03.
 HV5528
 HV5528;                    North         East     Units Scale Factor Converg.
 HV5528;SPC VA N     - 2,071,493.833 3,552,373.915   MT  0.99996278   +0 22 25.5
 HV5528;SPC VA N     - 6,796,226.02 11,654,746.75   sFT  0.99996278   +0 22 25.5
 HV5528;UTM  18      - 4,244,108.605   246,334.131   MT  1.00039253   -1 47 57.8
 HV5528
 HV5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5528!SPC VA N     -   0.99998359  x   0.99996278  =   0.99994637
 HV5528!UTM  18      -   0.99998359  x   1.00039253  =   1.00037611
 HV5528
 HV5528:                Primary Azimuth Mark                     Grid Az
 HV5528:SPC VA N     -  LIGNUM                                   028 28 33.9
 HV5528:UTM  18      -  LIGNUM                                   030 38 57.2
 HV5528
 HV5528|---------------------------------------------------------------------|
 HV5528| PID    Reference Object                     Distance      Geod. Az  |
 HV5528|                                                           dddmmss.s |
 HV5528| HV3238 LIGNUM                              APPROX.13.8 KM 0285059.4 |
 HV5528| HV5523 CULPEPER FIRE TOWER                 APPROX.17.0 KM 0493012.2 |
 HV5528| DC6758 BURR RM 2                            28.167 METERS 16454     |
 HV5528| HV5522 UNIONVILLE AIRWAY BEACON            APPROX.10.4 KM 2104739.8 |
 HV5528| DC6757 BURR RM 1                            26.015 METERS 28307     |
 HV5528| HV5539 CULPEPER ST POLICE RAD TOWER        APPROX.20.7 KM 3535638.9 |
 HV5528|---------------------------------------------------------------------|
 HV5528
 HV5528                          SUPERSEDED SURVEY CONTROL
 HV5528
 HV5528  NAD 83(1986)-  38 18 33.22993(N)    077 54 04.17626(W) AD(       ) 2
 HV5528  NAD 27      -  38 18 32.75800(N)    077 54 05.19200(W) AD(       ) 2
 HV5528
 HV5528.Superseded values are not recommended for survey control.
 HV5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5528.See file dsdata.txt to determine how the superseded data were derived.
 HV5528
 HV5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4633444109(NAD 83)
 HV5528_MARKER: DS = TRIANGULATION STATION DISK
 HV5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5528+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV5528
 HV5528  HISTORY     - Date     Condition        Report By
 HV5528  HISTORY     - 1942     MONUMENTED       CGS
 HV5528  HISTORY     - 1964     GOOD             CGS
 HV5528  HISTORY     - 19980930 GOOD             USPSQD
 HV5528  HISTORY     - 20030311 GOOD             USPSQD
 HV5528  HISTORY     - 20060112 GOOD             USPSQD
 HV5528
 HV5528                          STATION DESCRIPTION
 HV5528
 HV5528'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5528'STATION IS ABOUT 5 MILES NE OF UNIONVILLE, ABOUT 19 MILES WNW
 HV5528'OF SPOTSYLVANIA, ON PROPERTY OWNED BY MR. J.F. BLEDSOE.  STATION
 HV5528'IS 727 FEET NW OF THE INTERSECTION OF COUNTY ROADS 602 AND 622,
 HV5528'34 FEET NE OF THE CENTER LINE OF COUNTY ROAD 622, 21.5 FEET NE
 HV5528'OF A 16-INCH TRIANGULAR BLAZED TREE.  MARK IS STAMPED BURR 1942,
 HV5528'AND PROJECTS 6 INCHES.
 HV5528'
 HV5528'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5528'DISKS SET IN CONCRETE.
 HV5528'
 HV5528'REFERENCE MARK NO. 1 IS ABOUT 21 FEET W OF THE CENTER LINE OF
 HV5528'COUNTY ROAD 622.  MARK IS STAMPED BURR NO. 1 1942, AND PROJECTS
 HV5528'6 INCHES.
 HV5528'
 HV5528'REFERENCE MARK NO. 2 IS 12 FEET W OF THE CENTER LINE OF COUNTY
 HV5528'ROAD 622.  MARK IS STAMPED BURR NO. 2 1942, AND PROJECTS 4 INCHES.
 HV5528'
 HV5528'AZIMUTH MARK WAS NOT ESTABLISHED BECAUSE THERE WAS NO PLACE WHICH
 HV5528'WAS VISIBLE FROM THE GROUND.
 HV5528'
 HV5528'TO REACH FROM FREDERICKSBURG AT THE JUNCTION OF U.S. HIGHWAY 1
 HV5528'AND STATE HIGHWAY 3 GO W ON STATE HIGHWAY 3 FOR 15.4 MILES TO
 HV5528'JUNCTION OF STATE HIGHWAYS 3 AND 20, TURN LEFT, SW, ON STATE
 HV5528'HIGHWAY 20 AND GO 4.95 MILES TO LOCUSTGROVE CROSSROADS, CONTINUE
 HV5528'ON STATE HIGHWAY 20 FOR 3.5 MILES TO DIRT SIDE ROAD RIGHT,
 HV5528'COUNTY ROAD 614, TURN RIGHT N AND GO 1.55 MILES TO CROSSROADS,
 HV5528'TURN LEFT, W, ON COUNTY ROAD 602 AND GO 1.45 MILES TO FORKS,
 HV5528'TAKE RIGHT FORK COUNTY ROAD 622 AND GO 0.15 MILE TO STATION ON
 HV5528'RIGHT.
 HV5528'
 HV5528'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5528
 HV5528                          STATION RECOVERY (1964)
 HV5528
 HV5528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5528'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 HV5528'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5528'EXCEPT COUNTY ROAD 614 IS NOW 692.  REFERENCE MARK NO. 2 HAS
 HV5528'BEEN STRUCK BUT IS STILL FIRM IN THE GROUND.
 HV5528
 HV5528                          STATION RECOVERY (1998)
 HV5528
 HV5528'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5528'RECOVERED IN GOOD CONDITION.
 HV5528
 HV5528                          STATION RECOVERY (2003)
 HV5528
 HV5528'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV5528'STATION MARK RECOVERED IN GOOD CONDITION. REFERENCE MARKS 1 AND 2 WERE
 HV5528'NOT FOUND
 HV5528
 HV5528                          STATION RECOVERY (2006)
 HV5528
 HV5528'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV5528'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. MARK IS
 HV5528'LOCATED IN FRONT YARD OF HOUSE NUMBER 27751.  NO REFERENCE MARK WERE
 HV5528'FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5019 ***********************************************************************
 GV5019  DESIGNATION -  BURREL
 GV5019  PID         -  GV5019
 GV5019  STATE/COUNTY-  VA/KING AND QUEEN
 GV5019  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5019
 GV5019                         *CURRENT SURVEY CONTROL
 GV5019  ___________________________________________________________________
 GV5019* NAD 83(1993)-  37 41 26.58265(N)    076 54 52.64165(W)     ADJUSTED  
 GV5019* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5019  ___________________________________________________________________
 GV5019  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GV5019  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV5019
 GV5019  HORZ ORDER  -  THIRD
 GV5019
 GV5019.The horizontal coordinates were established by classical geodetic methods
 GV5019.and adjusted by the National Geodetic Survey in November 1994..
 GV5019
 GV5019.The orthometric height was scaled from a topographic map.
 GV5019
 GV5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5019
 GV5019.The geoid height was determined by GEOID03.
 GV5019
 GV5019;                    North         East     Units Scale Factor Converg.
 GV5019;SPC VA S     - 1,151,811.815 3,639,818.378   MT  0.99996127   +0 57 43.9
 GV5019;SPC VA S     - 3,778,902.60 11,941,637.46   sFT  0.99996127   +0 57 43.9
 GV5019;UTM  18      - 4,173,225.205   331,189.715   MT  0.99995101   -1 10 15.1
 GV5019
 GV5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5019!SPC VA S     -   1.00000525  x   0.99996127  =   0.99996652
 GV5019!UTM  18      -   1.00000525  x   0.99995101  =   0.99995626
 GV5019
 GV5019|---------------------------------------------------------------------|
 GV5019| PID    Reference Object                     Distance      Geod. Az  |
 GV5019|                                                           dddmmss.s |
 GV5019| DC9031 BURREL RM 1                          13.410 METERS 03619     |
 GV5019| DC9032 BURREL RM 2                           5.580 METERS 06456     |
 GV5019| DC9033 BURREL RM 3                          17.420 METERS 11208     |
 GV5019| GV5045 LOW                                 APPROX. 0.6 KM 1710111.8 |
 GV5019| GV5053 OPEN                                255.976 METERS 30306     |
 GV5019| GV5054 PIKE                                APPROX. 0.5 KM 3504853.0 |
 GV5019|---------------------------------------------------------------------|
 GV5019
 GV5019                          SUPERSEDED SURVEY CONTROL
 GV5019
 GV5019  NAD 83(1986)-  37 41 26.58457(N)    076 54 52.65765(W) AD(       ) 3
 GV5019  NAD 27      -  37 41 26.06500(N)    076 54 53.76800(W) AD(       ) 3
 GV5019
 GV5019.Superseded values are not recommended for survey control.
 GV5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5019.See file dsdata.txt to determine how the superseded data were derived.
 GV5019
 GV5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3119073225(NAD 83)
 GV5019_MARKER: Z = SEE DESCRIPTION
 GV5019_SETTING: 0 = UNSPECIFIED SETTING
 GV5019
 GV5019  HISTORY     - Date     Condition        Report By
 GV5019  HISTORY     - 1911     MONUMENTED       CGS
 GV5019  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV5019  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5019  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5019  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5019
 GV5019                          STATION DESCRIPTION
 GV5019
 GV5019'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5019'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER DESENDING,
 GV5019'IN FRONT OF THE BURREL FARM, 35 FEET NW FROM CENTER OF ROUGH
 GV5019'PLANKING, FOR LANDING 10 FEET BACK OF WHICH IS A RUNNING SPRING,
 GV5019'AND RIGHT AT UPPER SIDE OF SPRING A PATH GOES UP THE BANK TO
 GV5019'BURREL BUILDING.  IT IS 5.5 METERS OUTSIDE FROM HIGH WATER AND
 GV5019'IS IN 20 INCHES OF WATER AT AVERAGE HIGH TIDE.
 GV5019'
 GV5019'STATION IS MARKED BY A CEDAR HUB WITH SPIKE.
 GV5019'
 GV5019'REFERENCE MARK NO. 1 IS A TRIANGLE CUT ON A 12-INCH BLACK WALNUT
 GV5019'TREE, DISTANT 13.41 METERS (HORIZONTAL) 225 DEG 17 MIN 42 SEC
 GV5019'TO RIGHT OF LINE TO STATION LOW.
 GV5019'
 GV5019'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON A 6-INCH HOLLY
 GV5019'TREE AT WATERS EDGE LEANING OVER SHORE LINE, DISTANT 5.58
 GV5019'METERS (HORIZONTAL) 253 DEG 54 MIN 22 SEC TO RIGHT OF LINE TO
 GV5019'STATION LOW.
 GV5019'
 GV5019'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE ON A 16-INCH OAK TREE,
 GV5019'AT TOP ANGLE OF BANK, DISTANT 17.42 METERS, 301 DEG 06 MIN 25
 GV5019'SEC TO RIGHT OF LINE TO STATION LOW.
 GV5019
 GV5019                          STATION RECOVERY (1944)
 GV5019
 GV5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5019'THE STATION WAS SEARCHED FOR THOROUGHLY, BUT WAS NOT FOUND.
 GV5019'IT IS RECOMMENDED THAT IT BE CONSIDERED LOST.
 GV5019
 GV5019                          STATION RECOVERY (1995)
 GV5019
 GV5019'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5019'MARK NOT FOUND.
 GV5019
 GV5019                          STATION RECOVERY (2000)
 GV5019
 GV5019'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5019'MARK NOT FOUND.
 GV5019
 GV5019                          STATION RECOVERY (2004)
 GV5019
 GV5019'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5017 ***********************************************************************
 GV5017  DESIGNATION -  BURREL CHIMNEY
 GV5017  PID         -  GV5017
 GV5017  STATE/COUNTY-  VA/KING AND QUEEN
 GV5017  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5017
 GV5017                         *CURRENT SURVEY CONTROL
 GV5017  ___________________________________________________________________
 GV5017* NAD 83(1993)-  37 41 26.75624(N)    076 54 50.66940(W)     ADJUSTED  
 GV5017* NAVD 88     -                                                        
 GV5017  ___________________________________________________________________
 GV5017  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV5017  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV5017
 GV5017  HORZ ORDER  -  THIRD
 GV5017
 GV5017.The horizontal coordinates were established by classical geodetic methods
 GV5017.and adjusted by the National Geodetic Survey in November 1994..
 GV5017
 GV5017
 GV5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5017
 GV5017.The geoid height was determined by GEOID03.
 GV5017
 GV5017;                    North         East     Units Scale Factor Converg.
 GV5017;SPC VA S     - 1,151,817.978 3,639,866.599   MT  0.99996127   +0 57 45.1
 GV5017;SPC VA S     - 3,778,922.82 11,941,795.67   sFT  0.99996127   +0 57 45.1
 GV5017;UTM  18      - 4,173,229.568   331,238.132   MT  0.99995081   -1 10 13.9
 GV5017
 GV5017                          SUPERSEDED SURVEY CONTROL
 GV5017
 GV5017  NAD 83(1986)-  37 41 26.75819(N)    076 54 50.68543(W) AD(       ) 4
 GV5017  NAD 27      -  37 41 26.24000(N)    076 54 51.80000(W) AD(       ) 3
 GV5017
 GV5017.Superseded values are not recommended for survey control.
 GV5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5017.See file dsdata.txt to determine how the superseded data were derived.
 GV5017
 GV5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3123873230(NAD 83)
 GV5017_MARKER: 85 = CHIMNEY
 GV5017
 GV5017  HISTORY     - Date     Condition        Report By
 GV5017  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5017  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5017
 GV5017                          STATION DESCRIPTION
 GV5017
 GV5017'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5621 ***********************************************************************
 HV5621  DESIGNATION -  BURRLAND FARMS TANK
 HV5621  PID         -  HV5621
 HV5621  STATE/COUNTY-  VA/FAUQUIER
 HV5621  USGS QUAD   -  RECTORTOWN (1981)
 HV5621
 HV5621                         *CURRENT SURVEY CONTROL
 HV5621  ___________________________________________________________________
 HV5621* NAD 83(1993)-  38 56 57.45404(N)    077 45 17.83638(W)     ADJUSTED  
 HV5621* NAVD 88     -                                                        
 HV5621  ___________________________________________________________________
 HV5621  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 HV5621  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV5621
 HV5621  HORZ ORDER  -  THIRD
 HV5621
 HV5621.The horizontal coordinates were established by classical geodetic methods
 HV5621.and adjusted by the National Geodetic Survey in November 1994..
 HV5621
 HV5621
 HV5621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5621
 HV5621.The geoid height was determined by GEOID03.
 HV5621
 HV5621;                    North         East     Units Scale Factor Converg.
 HV5621;SPC VA N     - 2,142,634.217 3,564,583.687   MT  0.99996511   +0 27 54.0
 HV5621;SPC VA N     - 7,029,625.76 11,694,804.98   sFT  0.99996511   +0 27 54.0
 HV5621;UTM  18      - 4,314,759.357   261,253.991   MT  1.00030193   -1 43 57.6
 HV5621
 HV5621                          SUPERSEDED SURVEY CONTROL
 HV5621
 HV5621  NAD 83(1986)-  38 56 57.45368(N)    077 45 17.84709(W) AD(       ) 4
 HV5621  NAD 27      -  38 56 57.05313(N)    077 45 18.86119(W) AD(       ) 3
 HV5621
 HV5621.Superseded values are not recommended for survey control.
 HV5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5621.See file dsdata.txt to determine how the superseded data were derived.
 HV5621
 HV5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6125414759(NAD 83)
 HV5621_MARKER: 53 = ELEVATED TANK
 HV5621
 HV5621  HISTORY     - Date     Condition        Report By
 HV5621  HISTORY     - 1942     FIRST OBSERVED   CGS
 HV5621
 HV5621                          STATION DESCRIPTION
 HV5621
 HV5621'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5621'THE STATION IS THE SILVER PAINTED WATER TANK, LOCATED ON THE
 HV5621'BURRLAND FARMS ESTATE, 1 MILE SOUTH OF MIDDLEBURG, AND 0.5
 HV5621'MILE SOUTHWEST OF STATE ROUTE 15.  IT IS A FOUR LEGGED
 HV5621'STEEL STRUCTURE ABOUT 75 FEET HIGH AND PAINTED SILVER.  POINT
 HV5621'OBSERVED UPON THE FINIAL ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0066 ***********************************************************************
 FY0066  DESIGNATION -  BURTON
 FY0066  PID         -  FY0066
 FY0066  STATE/COUNTY-  VA/MECKLENBURG
 FY0066  USGS QUAD   -  FORKSVILLE (1981)
 FY0066
 FY0066                         *CURRENT SURVEY CONTROL
 FY0066  ___________________________________________________________________
 FY0066* NAD 83(1993)-  36 45 27.22325(N)    078 04 48.97730(W)     ADJUSTED  
 FY0066* NAVD 88     -       117.949  (meters)     386.97   (feet)  ADJUSTED  
 FY0066  ___________________________________________________________________
 FY0066  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FY0066  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FY0066  DYNAMIC HT  -         117.858 (meters)     386.67  (feet)  COMP
 FY0066  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FY0066
 FY0066  HORZ ORDER  -  SECOND
 FY0066  VERT ORDER  -  SECOND    CLASS 0
 FY0066
 FY0066.The horizontal coordinates were established by classical geodetic methods
 FY0066.and adjusted by the National Geodetic Survey in September 1995..
 FY0066
 FY0066.The orthometric height was determined by differential leveling
 FY0066.and adjusted by the National Geodetic Survey in June 1991..
 FY0066
 FY0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0066
 FY0066.The geoid height was determined by GEOID03.
 FY0066
 FY0066.The dynamic height is computed by dividing the NAVD 88
 FY0066.geopotential number by the normal gravity value computed on the
 FY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0066.degrees latitude (g = 980.6199 gals.).
 FY0066
 FY0066.The modeled gravity was interpolated from observed gravity values.
 FY0066
 FY0066;                    North         East     Units Scale Factor Converg.
 FY0066;SPC VA S     - 1,047,161.955 3,537,478.958   MT  1.00000167   +0 15 17.1
 FY0066;SPC VA S     - 3,435,563.85 11,605,878.88   sFT  1.00000167   +0 15 17.1
 FY0066;UTM  17      - 4,071,954.632   760,640.710   MT  1.00043701   +1 44 53.7
 FY0066;UTM  18      - 4,072,404.226   225,023.966   MT  1.00053163   -1 50 40.1
 FY0066
 FY0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0066!SPC VA S     -   0.99998662  x   1.00000167  =   0.99998829
 FY0066!UTM  17      -   0.99998662  x   1.00043701  =   1.00042362
 FY0066!UTM  18      -   0.99998662  x   1.00053163  =   1.00051824
 FY0066
 FY0066:                Primary Azimuth Mark                     Grid Az
 FY0066:SPC VA S     -  BRODNAX MUNICIPAL TANK                   145 49 56.8
 FY0066:UTM  17      -  BRODNAX MUNICIPAL TANK                   144 20 20.2
 FY0066:UTM  18      -  BRODNAX MUNICIPAL TANK                   147 55 54.0
 FY0066
 FY0066|---------------------------------------------------------------------|
 FY0066| PID    Reference Object                     Distance      Geod. Az  |
 FY0066|                                                           dddmmss.s |
 FY0066| FY2508 BRODNAX MUNICIPAL TANK              APPROX. 7.0 KM 1460513.9 |
 FY0066| FY0065 BURTON RM 1                          23.522 METERS 15612     |
 FY0066| FY2509 LACROSSE MUNICIPAL TANK             APPROX. 6.8 KM 1901750.5 |
 FY0066| FY2514 SOUTH HILL BURLINGTON MILL TK       APPROX. 6.6 KM 2292527.1 |
 FY0066| FY2516 SOUTH HILL VA TT MICROWAVE          APPROX. 5.6 KM 2320321.6 |
 FY0066| FY2515 SOUTH HILL MUNICIPAL TANK           APPROX. 6.0 KM 2320809.9 |
 FY0066| FY0067 BURTON RM 2                          28.082 METERS 23448     |
 FY0066| FY0068 BURTON AZ MK                                       2683045.3 |
 FY0066|---------------------------------------------------------------------|
 FY0066
 FY0066                          SUPERSEDED SURVEY CONTROL
 FY0066
 FY0066  NAD 83(1986)-  36 45 27.22113(N)    078 04 48.98971(W) AD(       ) 2
 FY0066  NAD 27      -  36 45 26.70660(N)    078 04 49.99630(W) AD(       ) 2
 FY0066  NGVD 29 (??/??/92)  118.264  (m)          388.00   (f) ADJ UNCH    2 0
 FY0066
 FY0066.Superseded values are not recommended for survey control.
 FY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0066.See file dsdata.txt to determine how the superseded data were derived.
 FY0066
 FY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6064171955(NAD 83)
 FY0066_MARKER: DS = TRIANGULATION STATION DISK
 FY0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0066_STAMPING: BURTON 1959
 FY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0066+STABILITY: SURFACE MOTION
 FY0066
 FY0066  HISTORY     - Date     Condition        Report By
 FY0066  HISTORY     - 1959     MONUMENTED       CGS
 FY0066  HISTORY     - 1960     GOOD             NGS
 FY0066  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0066
 FY0066                          STATION DESCRIPTION
 FY0066
 FY0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FY0066'STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF SOUTH HILL,
 FY0066'0.2 MILE WEST OF U.S. HIGHWAY 1, ON THE NORTH SIDE OF COUNTY
 FY0066'ROUTE 638 AND ON THE PROPERTY OF MRS. ALICE BURTON.
 FY0066'
 FY0066'STATION, STAMPED BURTON 1959, IS SET FLUSH WITH THE SURFACE OF
 FY0066'THE GROUND.  IT IS 82 FEET NORTH OF THE CENTERLINE OF COUNTY
 FY0066'ROUTE 638, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS.
 FY0066'BURTONS HOME, 45 FEET SOUTH OF THE WEST ONE OF TWO LARGE OAK
 FY0066'20 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE.
 FY0066'
 FY0066'R.M. 1, STAMPED BURTON NO 1 1959, IS SET FLUSH WITH THE SURFACE
 FY0066'OF THE GROUND.  IT IS 61 FEET EAST OF THE CENTERLINE OF THE
 FY0066'DRIVEWAY TO THE HOUSE, 36 FEET SOUTH-SOUTHWEST OF POWER POLE
 FY0066'E567, 18 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 638 AND
 FY0066'IS ABOUT 1 FOOT ABOVE THE ELEVATION OF THE STATION.
 FY0066'
 FY0066'R.M. 2, STAMPED BURTON NO 2 1959, PROJECTS ABOUT 3 INCHES.  IT
 FY0066'IS 47 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE,
 FY0066'17 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 638 AND IS ABOUT
 FY0066'2 FEET ABOVE THE ELEVATION OF THE STATION.
 FY0066'
 FY0066'DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 108.18 FEET.
 FY0066'
 FY0066'AZIMUTH MARK, STAMPED BURTON 1959, PROJECTS ABOUT 6 INCHES.  IT
 FY0066'IS 44 FEET SOUTH OF A POWER POLE, 20 FEET NORTH OF THE CENTERLINE
 FY0066'OF COUNTY ROUTE 638, 4 FEET EAST OF A STANDARD METAL WITNESS
 FY0066'POST AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE ROAD.
 FY0066'
 FY0066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND
 FY0066'58 IN SOUTH HILL, GO NORTHEAST ON U.S. HIGHWAY 1 FOR 3.6 MILES
 FY0066'TO A SIDE ROAD LEFT, TURN SHARP LEFT, WEST, ON COUNTY ROUTE 638
 FY0066'FOR 0.25 MILE TO THE HOME OF MRS. ALICE BURTON ON THE RIGHT AND
 FY0066'THE STATION AS DESCRIBED.
 FY0066'
 FY0066'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 FY0066'ROUTE 638 FOR 0.25 MILE TO THE MARK ON THE RIGHT, NORTH SIDE
 FY0066'OF THE ROAD.
 FY0066'
 FY0066'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 FY0066
 FY0066                          STATION RECOVERY (1960)
 FY0066
 FY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FY0066'4.2 MI NE FROM SOUTH HILL.
 FY0066'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSSING
 FY0066'OF THE ATLANTIC AND DANVILLE RAILWAY AT SOUTH HILL, THENCE
 FY0066'ABOUT 0.3 MILE WEST ALONG GRAVEL ROAD 638, 82 FEET NORTH OF THE
 FY0066'CENTER LINE OF ROAD, 74 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FY0066'OF HOUSE OCCUPIED ON THIS DATE BY MRS. BURTON, 20 FEET EAST OF
 FY0066'THE CENTER LINE OF DRIVEWAY, 77.2 FEET NORTH-NORTHWEST OF
 FY0066'RM 1, 92.1 FEET NORTHEAST OF RM 2, 30 FEET NORTHWEST OF A
 FY0066'STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FY0066'1 INCH.
 FY0066
 FY0066                          STATION RECOVERY (2005)
 FY0066
 FY0066'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0066'PROPERTY AT THIS LOCATION IS NOW OWNED BY VDOT AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3653 ***********************************************************************
 GV3653  DESIGNATION -  BURTON
 GV3653  PID         -  GV3653
 GV3653  STATE/COUNTY-  VA/MATHEWS
 GV3653  USGS QUAD   -  DELTAVILLE (1992)
 GV3653
 GV3653                         *CURRENT SURVEY CONTROL
 GV3653  ___________________________________________________________________
 GV3653* NAD 83(1993)-  37 30 13.85401(N)    076 20 01.64294(W)     ADJUSTED  
 GV3653* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3653  ___________________________________________________________________
 GV3653  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 GV3653  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 GV3653
 GV3653  HORZ ORDER  -  THIRD
 GV3653
 GV3653.The horizontal coordinates were established by classical geodetic methods
 GV3653.and adjusted by the National Geodetic Survey in November 1994..
 GV3653
 GV3653.The orthometric height was scaled from a topographic map.
 GV3653
 GV3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3653
 GV3653.The geoid height was determined by GEOID03.
 GV3653
 GV3653;                    North         East     Units Scale Factor Converg.
 GV3653;SPC VA S     - 1,132,095.666 3,691,511.552   MT  0.99994822   +1 18 53.0
 GV3653;SPC VA S     - 3,714,217.20 12,111,234.15   sFT  0.99994822   +1 18 53.0
 GV3653;UTM  18      - 4,151,603.780   382,109.498   MT  0.99977119   -0 48 43.6
 GV3653
 GV3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3653!SPC VA S     -   1.00000568  x   0.99994822  =   0.99995390
 GV3653!UTM  18      -   1.00000568  x   0.99977119  =   0.99977687
 GV3653
 GV3653:                Primary Azimuth Mark                     Grid Az
 GV3653:SPC VA S     -  BOSS                                     020 20 13.3
 GV3653:UTM  18      -  BOSS                                     022 27 49.9
 GV3653
 GV3653|---------------------------------------------------------------------|
 GV3653| PID    Reference Object                     Distance      Geod. Az  |
 GV3653|                                                           dddmmss.s |
 GV3653| GV3649 BOSS                                APPROX. 5.1 KM 0213906.3 |
 GV3653| DC9034 BURTON RM 1                                        15206     |
 GV3653| DC9037 BURTON WM 1                                        19932     |
 GV3653| DC9035 BURTON RM 2                                        20032     |
 GV3653| DC9038 BURTON WM 2                                        22233     |
 GV3653| DC9036 BURTON RM 3                                        35521     |
 GV3653|---------------------------------------------------------------------|
 GV3653
 GV3653                          SUPERSEDED SURVEY CONTROL
 GV3653
 GV3653  NAD 83(1993)-  37 30 13.85874(N)    076 20 01.66489(W) AD(       ) 3
 GV3653  NAD 83(1986)-  37 30 13.85859(N)    076 20 01.66425(W) AD(       ) 3
 GV3653  NAD 27      -  37 30 13.38400(N)    076 20 02.87500(W) AD(       ) 3
 GV3653
 GV3653.Superseded values are not recommended for survey control.
 GV3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3653.See file dsdata.txt to determine how the superseded data were derived.
 GV3653
 GV3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8210951604(NAD 83)
 GV3653_MARKER: DS = TRIANGULATION STATION DISK
 GV3653_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3653
 GV3653  HISTORY     - Date     Condition        Report By
 GV3653  HISTORY     - 1920     MONUMENTED       CGS
 GV3653  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3653  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3653  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV3653
 GV3653                          STATION DESCRIPTION
 GV3653
 GV3653'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CS)
 GV3653'THIS STATION IS A 6-INCH CEDAR POST DRIVEN 3 FEET IN HARD
 GV3653'SAND, ATTACHED TO THE TOP OF WHICH IS A CONCRETE MASS 10-INCHES
 GV3653'ACROSS AND 2 FEET DEEP ON THE SURFACE OF WHICH IS A STANDARD
 GV3653'DISK.  THE CONCRETE EXTENDS 3 INCHES ABOVE GROUND AND IS
 GV3653'IN SHORT MARSH GRASS.  THE STATION IS ON A LITTLE SPIT AT
 GV3653'BURTON POINT, PIANKATANK RIVER, AND IS ABOUT 6 INCHES ABOVE
 GV3653'HIGH WATER.
 GV3653'
 GV3653'SURFACE, REFERENCE AND WITNESS MARKS ARE SET AS DESCRIBED
 GV3653'IN NOTES 1C, 11C AND 15A RESPECTIVELY.
 GV3653'
 GV3653'THE REFERENCE MARKS ARE ABOUT 4 INCHES ABOVE GROUND.
 GV3653'
 GV3653'WITNESS MARK NO. 1 IS ON A HOLLY TREE, 5 FEET ABOVE GROUND
 GV3653'AT INNER EDGE OF SAND BEACH, AND FACING STATION.
 GV3653'
 GV3653'WITNESS MARK NO. 2 IS ON A HOLLY TREE, 5 FEET ABOVE GROUND
 GV3653'AT INNER EDGE OF SAND BEACH, AND FACING THE STATION.
 GV3653'
 GV3653'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 GV3653
 GV3653                          STATION RECOVERY (1944)
 GV3653
 GV3653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV3653'STATION DESTROYED.  THE PRESENT OWNER OF THE LAND ON WHICH
 GV3653'THE STATION STOOD, MR. C.H. KRESS, SHOWED RECOVERY PARTY
 GV3653'A REFERENCE MARK DISK EMBEDDED IN CONCRETE, WITHOUT ANY
 GV3653'IDENTIFYING STAMP, LOOSE ON ITS SIDE ON THE BEACH.  MR. KRESS
 GV3653'SAID THAT THE STATION AND OTHER REFERENCE MARK STOOD IN
 GV3653'WHAT IS NOW ABOUT TWO FEET OF WATER AT HIGH TIDE.  A HURRICANE
 GV3653'HAS WASHED THE BEACH CONSIDERABLY.
 GV3653
 GV3653                          STATION RECOVERY (1944)
 GV3653
 GV3653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3653'THE MARKS WERE SEARCHED FOR, BUT WERE NOT FOUND.  THE OWNER
 GV3653'OF THE POINT SAYS THAT THE LAST TIME HE SAW THE MARKS THEY
 GV3653'WERE ABOUT 50 FEET OFFSHORE.  IT IS RECOMMENDED THAT THE
 GV3653'POSITION BE CONSIDERED LOST.
 GV3653
 GV3653                          STATION RECOVERY (2002)
 GV3653
 GV3653'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0068 ***********************************************************************
 FY0068  DESIGNATION -  BURTON AZ MK
 FY0068  PID         -  FY0068
 FY0068  STATE/COUNTY-  VA/MECKLENBURG
 FY0068  USGS QUAD   -  FORKSVILLE (1981)
 FY0068
 FY0068                         *CURRENT SURVEY CONTROL
 FY0068  ___________________________________________________________________
 FY0068* NAD 83(1986)-  36 45 27.     (N)    078 05 04.     (W)     SCALED    
 FY0068* NAVD 88     -       117.276  (meters)     384.76   (feet)  ADJUSTED  
 FY0068  ___________________________________________________________________
 FY0068  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FY0068  DYNAMIC HT  -         117.186 (meters)     384.47  (feet)  COMP
 FY0068  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 FY0068
 FY0068  VERT ORDER  -  SECOND    CLASS 0
 FY0068
 FY0068.The horizontal coordinates were scaled from a topographic map and have
 FY0068.an estimated accuracy of +/- 6 seconds.
 FY0068
 FY0068.The orthometric height was determined by differential leveling
 FY0068.and adjusted by the National Geodetic Survey in June 1991..
 FY0068
 FY0068.The geoid height was determined by GEOID03.
 FY0068
 FY0068.The dynamic height is computed by dividing the NAVD 88
 FY0068.geopotential number by the normal gravity value computed on the
 FY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0068.degrees latitude (g = 980.6199 gals.).
 FY0068
 FY0068.The modeled gravity was interpolated from observed gravity values.
 FY0068
 FY0068;                    North         East    Units  Estimated Accuracy
 FY0068;SPC VA S     - 1,047,150.    3,537,110.      MT  (+/- 180 meters Scaled)
 FY0068
 FY0068                          SUPERSEDED SURVEY CONTROL
 FY0068
 FY0068  NGVD 29 (??/??/92)  117.591  (m)          385.80   (f) ADJ UNCH    2 0
 FY0068
 FY0068.Superseded values are not recommended for survey control.
 FY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0068.See file dsdata.txt to determine how the superseded data were derived.
 FY0068
 FY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA602719(NAD 83)
 FY0068_MARKER: DZ = AZIMUTH MARK DISK
 FY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0068_STAMPING: BURTON 1959
 FY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0068+STABILITY: SURFACE MOTION
 FY0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0068+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 FY0068
 FY0068  HISTORY     - Date     Condition        Report By
 FY0068  HISTORY     - 1959     MONUMENTED       CGS
 FY0068  HISTORY     - 1960     GOOD             NGS
 FY0068  HISTORY     - 20051201 GOOD             USPSQD
 FY0068
 FY0068                          STATION DESCRIPTION
 FY0068
 FY0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0068'4.4 MI NE FROM SOUTH HILL.
 FY0068'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CROSSING
 FY0068'OF THE ATLANTIC AND DANVILLE RAILWAY AT SOUTH HILL, THENCE
 FY0068'ABOUT 0.5 MILE WEST ALONG ROAD 638, 19 FEET NORTH OF THE CENTER
 FY0068'LINE OF ROAD, 43 FEET SOUTH OF POWER LINE POLE 46-84-5, 4 FEET
 FY0068'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FY0068'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FY0068
 FY0068                          STATION RECOVERY (2005)
 FY0068
 FY0068'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1212 ***********************************************************************
 FW1212  DESIGNATION -  BURTON BAY NORTH GABLE
 FW1212  PID         -  FW1212
 FW1212  STATE/COUNTY-  VA/ACCOMACK
 FW1212  USGS QUAD   -  ACCOMAC (1979)
 FW1212
 FW1212                         *CURRENT SURVEY CONTROL
 FW1212  ___________________________________________________________________
 FW1212* NAD 83(1993)-  37 38 01.49237(N)    075 39 41.68300(W)     ADJUSTED  
 FW1212* NAVD 88     -                                                        
 FW1212  ___________________________________________________________________
 FW1212  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FW1212  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1212
 FW1212  HORZ ORDER  -  THIRD
 FW1212
 FW1212.The horizontal coordinates were established by classical geodetic methods
 FW1212.and adjusted by the National Geodetic Survey in November 1994..
 FW1212
 FW1212
 FW1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1212
 FW1212.The geoid height was determined by GEOID03.
 FW1212
 FW1212;                    North         East     Units Scale Factor Converg.
 FW1212;SPC VA S     - 1,148,081.007 3,750,491.586   MT  0.99995617   +1 43 21.8
 FW1212;SPC VA S     - 3,766,662.44 12,304,737.81   sFT  0.99995617   +1 43 21.8
 FW1212;UTM  18      - 4,165,385.639   441,627.146   MT  0.99964197   -0 24 14.3
 FW1212
 FW1212                          SUPERSEDED SURVEY CONTROL
 FW1212
 FW1212  NAD 83(1993)-  37 38 01.49404(N)    075 39 41.70778(W) AD(       ) 4
 FW1212  NAD 83(1986)-  37 38 01.49133(N)    075 39 41.72044(W) AD(       ) 4
 FW1212  NAD 27      -  37 38 01.01497(N)    075 39 42.97395(W) AD(       ) 3
 FW1212
 FW1212.Superseded values are not recommended for survey control.
 FW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1212.See file dsdata.txt to determine how the superseded data were derived.
 FW1212
 FW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4162765386(NAD 83)
 FW1212_MARKER: 81 = GABLE
 FW1212
 FW1212  HISTORY     - Date     Condition        Report By
 FW1212  HISTORY     - 1961     FIRST OBSERVED   CGS
 FW1212
 FW1212                          STATION DESCRIPTION
 FW1212
 FW1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1212'THE STATION IS THE NORTH GABLE OF A TWO STORY HOUSE ON THE
 FW1212'WEST SHORE OF BURTON BAY JUST NORTH OF A SMALL BOAT HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0065 ***********************************************************************
 FY0065  DESIGNATION -  BURTON RM 1
 FY0065  PID         -  FY0065
 FY0065  STATE/COUNTY-  VA/MECKLENBURG
 FY0065  USGS QUAD   -  FORKSVILLE (1981)
 FY0065
 FY0065                         *CURRENT SURVEY CONTROL
 FY0065  ___________________________________________________________________
 FY0065* NAD 83(1986)-  36 45 27.     (N)    078 04 48.     (W)     SCALED    
 FY0065* NAVD 88     -       117.821  (meters)     386.55   (feet)  ADJUSTED  
 FY0065  ___________________________________________________________________
 FY0065  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FY0065  DYNAMIC HT  -         117.730 (meters)     386.25  (feet)  COMP
 FY0065  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FY0065
 FY0065  VERT ORDER  -  SECOND    CLASS 0
 FY0065
 FY0065.The horizontal coordinates were scaled from a topographic map and have
 FY0065.an estimated accuracy of +/- 6 seconds.
 FY0065
 FY0065.The orthometric height was determined by differential leveling
 FY0065.and adjusted by the National Geodetic Survey in June 1991..
 FY0065
 FY0065.The geoid height was determined by GEOID03.
 FY0065
 FY0065.The dynamic height is computed by dividing the NAVD 88
 FY0065.geopotential number by the normal gravity value computed on the
 FY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0065.degrees latitude (g = 980.6199 gals.).
 FY0065
 FY0065.The modeled gravity was interpolated from observed gravity values.
 FY0065
 FY0065;                    North         East    Units  Estimated Accuracy
 FY0065;SPC VA S     - 1,047,160.    3,537,500.      MT  (+/- 180 meters Scaled)
 FY0065
 FY0065                          SUPERSEDED SURVEY CONTROL
 FY0065
 FY0065  NGVD 29 (??/??/92)  118.135  (m)          387.58   (f) ADJ UNCH    2 0
 FY0065
 FY0065.Superseded values are not recommended for survey control.
 FY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0065.See file dsdata.txt to determine how the superseded data were derived.
 FY0065
 FY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA606719(NAD 83)
 FY0065_MARKER: DR = REFERENCE MARK DISK
 FY0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0065_STAMPING: BURTON NO 1 1959
 FY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0065+STABILITY: SURFACE MOTION
 FY0065
 FY0065  HISTORY     - Date     Condition        Report By
 FY0065  HISTORY     - 1959     MONUMENTED       CGS
 FY0065  HISTORY     - 1960     GOOD             NGS
 FY0065  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0065
 FY0065                          STATION DESCRIPTION
 FY0065
 FY0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0065'4.2 MI NE FROM SOUTH HILL.
 FY0065'77.2 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION BURTON,
 FY0065'DESCRIBED, 108 FEET EAST OF RM 2, 17 FEET NORTH OF THE CENTER
 FY0065'LINE OF GRAVEL ROAD 638, 61 FEET EAST OF THE CENTER LINE OF
 FY0065'DRIVEWAY, 36 FEET SOUTH-SOUTHWEST OF POWER LINE POLE 46-84-12,
 FY0065'16.2 FEET WEST OF UNDERGROUND CABLE CROSSING SIGN, ABOUT 2
 FY0065'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 FY0065'POST PROJECTING 1 INCH.
 FY0065
 FY0065                          STATION RECOVERY (2005)
 FY0065
 FY0065'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0065'PROPERTY AT THIS LOCATION IS NOW OWNED BY VDOT AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0067 ***********************************************************************
 FY0067  DESIGNATION -  BURTON RM 2
 FY0067  PID         -  FY0067
 FY0067  STATE/COUNTY-  VA/MECKLENBURG
 FY0067  USGS QUAD   -  FORKSVILLE (1981)
 FY0067
 FY0067                         *CURRENT SURVEY CONTROL
 FY0067  ___________________________________________________________________
 FY0067* NAD 83(1986)-  36 45 27.     (N)    078 04 48.     (W)     SCALED    
 FY0067* NAVD 88     -       118.424  (meters)     388.53   (feet)  ADJUSTED  
 FY0067  ___________________________________________________________________
 FY0067  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FY0067  DYNAMIC HT  -         118.332 (meters)     388.23  (feet)  COMP
 FY0067  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FY0067
 FY0067  VERT ORDER  -  SECOND    CLASS 0
 FY0067
 FY0067.The horizontal coordinates were scaled from a topographic map and have
 FY0067.an estimated accuracy of +/- 6 seconds.
 FY0067
 FY0067.The orthometric height was determined by differential leveling
 FY0067.and adjusted by the National Geodetic Survey in June 1991..
 FY0067
 FY0067.The geoid height was determined by GEOID03.
 FY0067
 FY0067.The dynamic height is computed by dividing the NAVD 88
 FY0067.geopotential number by the normal gravity value computed on the
 FY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0067.degrees latitude (g = 980.6199 gals.).
 FY0067
 FY0067.The modeled gravity was interpolated from observed gravity values.
 FY0067
 FY0067;                    North         East    Units  Estimated Accuracy
 FY0067;SPC VA S     - 1,047,160.    3,537,500.      MT  (+/- 180 meters Scaled)
 FY0067
 FY0067                          SUPERSEDED SURVEY CONTROL
 FY0067
 FY0067  NGVD 29 (??/??/92)  118.738  (m)          389.56   (f) ADJ UNCH    2 0
 FY0067
 FY0067.Superseded values are not recommended for survey control.
 FY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0067.See file dsdata.txt to determine how the superseded data were derived.
 FY0067
 FY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA606719(NAD 83)
 FY0067_MARKER: DR = REFERENCE MARK DISK
 FY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0067_STAMPING: BURTON NO 2 1959
 FY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0067+STABILITY: SURFACE MOTION
 FY0067
 FY0067  HISTORY     - Date     Condition        Report By
 FY0067  HISTORY     - 1959     MONUMENTED       CGS
 FY0067  HISTORY     - 1960     GOOD             NGS
 FY0067  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0067
 FY0067                          STATION DESCRIPTION
 FY0067
 FY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0067'4.2 MI NE FROM SOUTH HILL.
 FY0067'92.1 FEET SOUTHWEST OF TRIANGULATION STATION BURTON, DESCRIBED,
 FY0067'108 FEET WEST OF RM 1, AT THE TOP OF GRADES, 16 FEET NORTH OF
 FY0067'THE CENTER LINE OF GRAVEL ROAD 638, 46 1/2 FEET WEST OF THE
 FY0067'CENTER LINE OF DRIVEWAY LEADING TO RESIDENCE OF MRS. BURTON,
 FY0067'41 1/2 FEET NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM A
 FY0067'30-INCH WHITE OAK TREE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FY0067'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FY0067
 FY0067                          STATION RECOVERY (2005)
 FY0067
 FY0067'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0067'PROPERTY AT THIS LOCATION IS NOW OWNED BY VDOT AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1192 ***********************************************************************
 FW1192  DESIGNATION -  BURTON VFC 1933
 FW1192  PID         -  FW1192
 FW1192  STATE/COUNTY-  VA/ACCOMACK
 FW1192  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1192
 FW1192                         *CURRENT SURVEY CONTROL
 FW1192  ___________________________________________________________________
 FW1192* NAD 83(1993)-  37 37 12.58041(N)    075 38 51.64589(W)     ADJUSTED  
 FW1192* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1192  ___________________________________________________________________
 FW1192  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 FW1192  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FW1192
 FW1192  HORZ ORDER  -  THIRD
 FW1192
 FW1192.The horizontal coordinates were established by classical geodetic methods
 FW1192.and adjusted by the National Geodetic Survey in November 1994..
 FW1192
 FW1192.The orthometric height was scaled from a topographic map.
 FW1192
 FW1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1192
 FW1192.The geoid height was determined by GEOID03.
 FW1192
 FW1192;                    North         East     Units Scale Factor Converg.
 FW1192;SPC VA S     - 1,146,610.758 3,751,763.376   MT  0.99995510   +1 43 52.1
 FW1192;SPC VA S     - 3,761,838.80 12,308,910.34   sFT  0.99995510   +1 43 52.1
 FW1192;UTM  18      - 4,163,869.686   442,843.119   MT  0.99964024   -0 23 43.3
 FW1192
 FW1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1192!SPC VA S     -   1.00000564  x   0.99995510  =   0.99996074
 FW1192!UTM  18      -   1.00000564  x   0.99964024  =   0.99964588
 FW1192
 FW1192:                Primary Azimuth Mark                     Grid Az
 FW1192:SPC VA S     -  BEN VFC 1933                             328 48 39.3
 FW1192:UTM  18      -  BEN VFC 1933                             330 56 14.7
 FW1192
 FW1192|---------------------------------------------------------------------|
 FW1192| PID    Reference Object                     Distance      Geod. Az  |
 FW1192|                                                           dddmmss.s |
 FW1192| FW1211 BEN VFC 1933                        APPROX. 2.0 KM 3303231.4 |
 FW1192|---------------------------------------------------------------------|
 FW1192
 FW1192                          SUPERSEDED SURVEY CONTROL
 FW1192
 FW1192  NAD 83(1993)-  37 37 12.58004(N)    075 38 51.67384(W) AD(       ) 3
 FW1192  NAD 83(1986)-  37 37 12.57954(N)    075 38 51.68374(W) AD(       ) 3
 FW1192  NAD 27      -  37 37 12.10500(N)    075 38 52.93000(W) AD(       ) 3
 FW1192
 FW1192.Superseded values are not recommended for survey control.
 FW1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1192.See file dsdata.txt to determine how the superseded data were derived.
 FW1192
 FW1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4284363870(NAD 83)
 FW1192_MARKER: Z = SEE DESCRIPTION
 FW1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1192
 FW1192  HISTORY     - Date     Condition        Report By
 FW1192  HISTORY     - 1934     MONUMENTED       VACF
 FW1192  HISTORY     - 1958     POOR             CGS
 FW1192  HISTORY     - 1961     GOOD             CGS
 FW1192  HISTORY     - 1962     GOOD             CGS
 FW1192
 FW1192                          STATION DESCRIPTION
 FW1192
 FW1192'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934 (FER)
 FW1192'ON A BODY OF MARSH NOT INDICATED ON THE COAST SURVEY MAPS AT
 FW1192'THE FORKS OF HAMMOCKS CHANNEL, A SHORE DISTANCE NW OF OLD
 FW1192'PILING FOUNDATION OF A FORMER OYSTER WATCH HOUSE AND SHORT
 FW1192'DISTANCE FROM THE EDGE OF THE MARSH.
 FW1192
 FW1192                          STATION RECOVERY (1958)
 FW1192
 FW1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1192'STATION RECOVERED AS DESCRIBED.  THE MARK IS SLIGHTLY TILTED.
 FW1192'THE DAY THE STATION WAS VISITED THE ISLAND IT IS LOCATED ON WAS
 FW1192'ALMOST COVERED WITH WATER AND THE MARK WAS UNDER ABOUT 8 INCHES
 FW1192'OF WATER.  A 2 X 2 INCH POLE PROJECTING ABOUT 5 FEET MARKS THE
 FW1192'LOCATION OF THE STATION.
 FW1192
 FW1192                          STATION RECOVERY (1961)
 FW1192
 FW1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1192'THE STATION WAS RECOVERED IN GOOD CONDITION AND A NEW DESCRIPTION
 FW1192'IS AS FOLLOWS--
 FW1192'
 FW1192'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF A SMALL ISLAND
 FW1192'AT THE FORKS OF HUMMOCK CHANNEL, FORTY FIVE FEET NORTH OF THE
 FW1192'MARSH LINE AND THIRTY THREE FEET NORTHWEST OF THE NORTH EDGE
 FW1192'OF SOME LOW PILING RUINS.
 FW1192'
 FW1192'THE STATION IS MARKED BY AN EIGHT INCH SQUARE CONCRETE MONUMENT
 FW1192'THAT HAS A ROUND HOLE IN ITS CENTER.
 FW1192
 FW1192                          STATION RECOVERY (1962)
 FW1192
 FW1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1192'THE STATION WAS RECOVERED AS DESCRIBE AND FOUND TO BE IN GOOD
 FW1192'CONDITION.  A FEW SHORT STUMPS OF THE PILING OF THE OLD OYSTER
 FW1192'WATCH HOUSE STILL REMAINS AND THERE ARE NUMEROUS SHORT STAKES
 FW1192'PROJECTING FROM THE MARSH IN THE VICINITY OF THE STATION, AND
 FW1192'A 2 X 2-INCH STAKE WHICH PROJECTS ABOUT 7 FEET, IS BY THE
 FW1192'STATION.
 FW1192'
 FW1192'THE MONUMENT IS ABOUT 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5104 ***********************************************************************
 GV5104  DESIGNATION -  BURY 1912
 GV5104  PID         -  GV5104
 GV5104  STATE/COUNTY-  VA/KING AND QUEEN
 GV5104  USGS QUAD   -  KING WILLIAM (1984)
 GV5104
 GV5104                         *CURRENT SURVEY CONTROL
 GV5104  ___________________________________________________________________
 GV5104* NAD 83(1993)-  37 44 23.10919(N)    077 03 02.23255(W)     ADJUSTED  
 GV5104* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5104  ___________________________________________________________________
 GV5104  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 GV5104  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GV5104
 GV5104  HORZ ORDER  -  THIRD
 GV5104
 GV5104.The horizontal coordinates were established by classical geodetic methods
 GV5104.and adjusted by the National Geodetic Survey in November 1994..
 GV5104
 GV5104.The orthometric height was scaled from a topographic map.
 GV5104
 GV5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5104
 GV5104.The geoid height was determined by GEOID03.
 GV5104
 GV5104;                    North         East     Units Scale Factor Converg.
 GV5104;SPC VA S     - 1,157,060.658 3,627,741.856   MT  0.99996645   +0 52 46.8
 GV5104;SPC VA S     - 3,796,123.18 11,902,016.41   sFT  0.99996645   +0 52 46.8
 GV5104;UTM  18      - 4,178,920.188   319,316.880   MT  1.00000212   -1 15 19.7
 GV5104
 GV5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5104!SPC VA S     -   1.00000390  x   0.99996645  =   0.99997035
 GV5104!UTM  18      -   1.00000390  x   1.00000212  =   1.00000602
 GV5104
 GV5104                          SUPERSEDED SURVEY CONTROL
 GV5104
 GV5104  NAD 83(1986)-  37 44 23.11200(N)    077 03 02.25124(W) AD(       ) 3
 GV5104  NAD 27      -  37 44 22.61700(N)    077 03 03.38300(W) AD(       ) 3
 GV5104
 GV5104.Superseded values are not recommended for survey control.
 GV5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5104.See file dsdata.txt to determine how the superseded data were derived.
 GV5104
 GV5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1931778920(NAD 83)
 GV5104_MARKER: DD = SURVEY DISK
 GV5104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5104+STABILITY: SURFACE MOTION
 GV5104
 GV5104  HISTORY     - Date     Condition        Report By
 GV5104  HISTORY     - 1912     MONUMENTED       CGS
 GV5104  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5104  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5104  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5104
 GV5104                          STATION DESCRIPTION
 GV5104
 GV5104'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5104'STATION IS A POLE IN TOP OF A 1-FOOT HICKORY TREE, WITH LIMBS
 GV5104'CUT OFF TO MAKE IT STEADY.  IT IS 800 METERS BELOW GUATHNEYS
 GV5104'MILL AND 2 MILES UP THE MATTAPONI RIVER ABOVE WALKERTON
 GV5104'IN LOWER EDGE OF WOODS AND JUST ABOVE A CULTIVATED FIELD,
 GV5104'14 FEET ABOVE CENTER OF WORM FENCE DIVIDING THE TWO, AND
 GV5104'RUNNING SQUARELY TO THE RIVER ABOUT 40 METERS BACK FROM
 GV5104'LEFT BANK OF RIVER DESCENDING, VERY NEAR TOP OF SECOND BANK
 GV5104'BUT ABOUT 13 FEET TOWARDS RIVER FROM THE HIGHEST AND 1-1/2
 GV5104'FEET FROM THE LOWER.  THE POSITION WAS CAREFULLY DETERMINED
 GV5104'BY REVERSING TELESCOPE AT RIGHT ANGLE POSITIONS.
 GV5104'
 GV5104'SURFACE IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5104'PROJECTING 3 INCHES ABOVE SURFACE, TOP BEING REINFORCED
 GV5104'STANDARD BRASS PLATE BEARING A SMALL TRIANGLE AND LEGEND.
 GV5104'
 GV5104'SUBSURFACE MARK IS THE NOZZLE OF A QUART BOTTLE 24 INCHES
 GV5104'BELOW SURFACE.
 GV5104'
 GV5104'REFERENCE MARK NO. 1 IS 22 INCHES BACK FROM RIVER FROM A
 GV5104'TRIANGLE CUT ON THE HICKORY TREE.
 GV5104'
 GV5104'REFERENCE MARK NO. 2 IS A TRIANGLE ON A 10-INCH HICKORY TREE,
 GV5104'DISTANT N BY E 9-1/2 METERS.
 GV5104'
 GV5104'REFERENCE MARK NO. 3 IS A TRIANGLE ON A 16-INCH PINE, DISTANT
 GV5104'NE 13-1/2 METERS.
 GV5104
 GV5104                          STATION RECOVERY (1995)
 GV5104
 GV5104'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5104'MARK NOT FOUND.
 GV5104
 GV5104                          STATION RECOVERY (2000)
 GV5104
 GV5104'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5104'MARK NOT FOUND.
 GV5104
 GV5104                          STATION RECOVERY (2004)
 GV5104
 GV5104'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3555 ***********************************************************************
 GV3555  DESIGNATION -  BUS 2
 GV3555  PID         -  GV3555
 GV3555  STATE/COUNTY-  VA/C OF HAMPTON
 GV3555  USGS QUAD   -  HAMPTON (1986)
 GV3555
 GV3555                         *CURRENT SURVEY CONTROL
 GV3555  ___________________________________________________________________
 GV3555* NAD 83(1986)-  37 02 01.     (N)    076 21 42.     (W)     SCALED    
 GV3555* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 GV3555  ___________________________________________________________________
 GV3555  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV3555
 GV3555  VERT ORDER  -  THIRD (See Below)
 GV3555
 GV3555.The horizontal coordinates were scaled from a topographic map and have
 GV3555.an estimated accuracy of +/- 6 seconds.
 GV3555
 GV3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3555.The vertical order pertains to the NGVD 29 superseded value.
 GV3555
 GV3555.The geoid height was determined by GEOID03.
 GV3555
 GV3555;                    North         East    Units  Estimated Accuracy
 GV3555;SPC VA S     - 1,079,870.    3,690,230.      MT  (+/- 180 meters Scaled)
 GV3555
 GV3555                          SUPERSEDED SURVEY CONTROL
 GV3555
 GV3555  NGVD 29 (??/??/??)    2.50   (m)            8.2    (f) RESET       3  
 GV3555
 GV3555.Superseded values are not recommended for survey control.
 GV3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3555.See file dsdata.txt to determine how the superseded data were derived.
 GV3555
 GV3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF788994(NAD 83)
 GV3555_MARKER: DS = TRIANGULATION STATION DISK
 GV3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3555_STAMPING: BUS 2 1983
 GV3555_MARK LOGO: NGS   
 GV3555_PROJECTION: RECESSED 20 CENTIMETERS
 GV3555_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3555+STABILITY: SURFACE MOTION
 GV3555
 GV3555  HISTORY     - Date     Condition        Report By
 GV3555  HISTORY     - 1983     MONUMENTED       NGS
 GV3555  HISTORY     - 19830630 GOOD             NGS
 GV3555
 GV3555                          STATION DESCRIPTION
 GV3555
 GV3555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3555'IN HAMPTON.
 GV3555'1.05 MILES NORTHEASTERLY ALONG MERCURY BLVD. (U.S. HIGHWAY 258)
 GV3555'FROM THE JUNCTION WITH INTERSTATE HIGHWAY 64 IN HAMPTON TO
 GV3555'ARMSTEAD AVENUE (STATE HIGHWAY 134), THENCE RIGHT, SOUTHEASTERLY
 GV3555'ON ARMSTEAD AVENUE FOR 1.0 MILE TO THE MARK IN THE MEDIAN, 4.8
 GV3555'METERS (15.9 FT) SOUTHEAST OF A METAL FLOOD LIGHT POLE IN THE
 GV3555'MEDIAN, 8.3 METERS (27.4 FT) SOUTHWEST OF THE NORTHWESTBOUND LANE
 GV3555'OF STATE ROUTE 134, 8.9 METERS (29.3 FT) NORTHEAST OF THE
 GV3555'SOUTHEASTBOUND LANE OF STATE ROUTE 134, AND 29.9 METERS (98.7 FT)
 GV3555'EAST-SOUTHEAST OF THE SOUTHEAST END OF THE NORTH CONCRETE GUARD
 GV3555'RAIL OF THE SOUTHEAST BOUND LANE OF M. SCOTT CARPENTER BRIDGE.
 GV3555'THE MARK IS 2.4 FT  NW FROM A WITNESS POST.
 GV3555'THE MARK IS 1.0 FT ABOVE ROAD.
 GV3555
 GV3555                          STATION RECOVERY (1983)
 GV3555
 GV3555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (HDM)
 GV3555'THIS STATION REPLACES STATION BUS 1958 WHICH WILL BE DESTROYED IN THE
 GV3555'NEAR FUTURE BY BRIDGE RENOVATIONS.  THE STATION IS LOCATED IN THE CITY
 GV3555'OF HAMPTON, 0.5 KM (0.30 MI) NORTHWEST OF US INTERSTATE 64 AT ITS
 GV3555'JUNCTION WITH ARMSTEAD AVENUE -STATE ROUTE 134- IN THE GRASS MEDIAN OF
 GV3555'ARMSTEAD AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF US
 GV3555'INTERSTATE 64 AND US HIGHWAY 258, MERCURY BLVD IN HAMPTON, GO
 GV3555'NORTHEASTERLY ON MERCURY BLVD FOR 1.05 MI (1.69 KM) TO THE JUNCTION
 GV3555'WITH ARMSTEAD AVENUE.  TURN RIGHT AND GO SOUTHEASTERLY ON ARMSTEAD
 GV3555'AVENUE FOR 0.45 MI (0.72 KM) TO FINDLEY STREET AND THE AZIMUTH MARK ON
 GV3555'THE LEFT IN THE MEDIAN.  CONTINUE SOUTHEASTERLY ON ARMSTEAD AVENUE FOR
 GV3555'0.55 MI (0.89 KM) TO THE STATION ON THE LEFT JUST CROSSING BRIDGE.
 GV3555' 
 GV3555'THE STATION IS A STANDARD NGS DISK STAMPED--BUS 2 1983--, SET INTO THE
 GV3555'TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER RECESSED 5 CM BELOW
 GV3555'THE GROUND IN MEDIAN.  LOCATED 27.4 FT (8.4 M) SW FROM THE NORTHWEST
 GV3555'BOUND LANE OF ARMSTEAD ST, STATE ROUTE 134, 29.3 FT (8.9 M) NE FROM
 GV3555'THE SOUTHEAST BOUND LANE OF ARMSTEAD ST, 15.9 FT (4.8 M) SE FROM A
 GV3555'METAL FLOOD LIGHT POLE IN MEDIAN, 2.4 FT (0.7 M) NW FROM A METAL
 GV3555'WITNESS POST, AND 98.7 FT (30.1 M) ESE FROM THE SOUTHEAST END OF
 GV3555'CONCRETE GUARD RAIL OF THE SOUTHEAST BOUND BRIDGE -M SCOTT CARPENTER
 GV3555'BRIDGE-.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BUS 2
 GV3555'1983--, 1.2 M (3.9 FT) BELOW THE SURFACE.
 GV3555' 
 GV3555'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--BUS 2 NO 3 1983--,
 GV3555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GV3555'LOCATED 4.3 FT (1.3 M) NE FROM THE EDGE OF DRIVEWAY TO SERVICE
 GV3555'STATION, 2.8 FT (0.9 M) NW FROM THE CURB OF NORTHWEST BOUND LANE OF
 GV3555'ARMSTEAD ST, 39.7 FT (12.1 M) E FROM THE EAST MOST MAN-HOLE COVER FOR
 GV3555'BELL TELEPHONE SYSTEM, AND 86.0 FT (26.2 M) W FROM THE WEST END OF
 GV3555'SOUTH-MOST GAS PUMP ISLAND OF SERVICE STATION.
 GV3555' 
 GV3555'BENCH MARK IS A STANDARD CGS DISK STAMPED--J 312 1952--. A STANDARD BM
 GV3555'DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST WINGWALL OF THE
 GV3555'NORTHWEST BOUND LANE OF M SCOTT CARPENTER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3556 ***********************************************************************
 GV3556  DESIGNATION -  BUS 2 RM 3
 GV3556  PID         -  GV3556
 GV3556  STATE/COUNTY-  VA/C OF HAMPTON
 GV3556  USGS QUAD   -  HAMPTON (1986)
 GV3556
 GV3556                         *CURRENT SURVEY CONTROL
 GV3556  ___________________________________________________________________
 GV3556* NAD 83(1986)-  37 02 01.     (N)    076 21 42.     (W)     SCALED    
 GV3556* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 GV3556  ___________________________________________________________________
 GV3556  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV3556
 GV3556  VERT ORDER  -  THIRD (See Below)
 GV3556
 GV3556.The horizontal coordinates were scaled from a topographic map and have
 GV3556.an estimated accuracy of +/- 6 seconds.
 GV3556
 GV3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3556.The vertical order pertains to the NGVD 29 superseded value.
 GV3556
 GV3556.The geoid height was determined by GEOID03.
 GV3556
 GV3556;                    North         East    Units  Estimated Accuracy
 GV3556;SPC VA S     - 1,079,870.    3,690,230.      MT  (+/- 180 meters Scaled)
 GV3556
 GV3556                          SUPERSEDED SURVEY CONTROL
 GV3556
 GV3556  NGVD 29 (??/??/??)    2.70   (m)            8.9    (f) RESET       3  
 GV3556
 GV3556.Superseded values are not recommended for survey control.
 GV3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3556.See file dsdata.txt to determine how the superseded data were derived.
 GV3556
 GV3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF788994(NAD 83)
 GV3556_MARKER: DR = REFERENCE MARK DISK
 GV3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3556_STAMPING: BUS NO 3 1983
 GV3556_PROJECTION: FLUSH
 GV3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3556+STABILITY: SURFACE MOTION
 GV3556
 GV3556  HISTORY     - Date     Condition        Report By
 GV3556  HISTORY     - 1983     MONUMENTED       NGS
 GV3556
 GV3556                          STATION DESCRIPTION
 GV3556
 GV3556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3556'IN HAMPTON.
 GV3556'1.05 MILES NORTHEASTERLY ALONG MERCURY BLVD. (U.S. HIGHWAY 258) FROM
 GV3556'THE JUNCTION WITH INTERSTATE 64 IN HAMPTON TO ARMSTEAD AVENUE
 GV3556'(STATE ROUTE 134), THENCE RIGHT SOUTHEASTERLY ON ARMSTEAD AVENUE FOR
 GV3556'1.0 MILE TO THE MARK, 1.3 METERS (4.3 FT) NORTHEAST FROM THE EDGE
 GV3556'OF A DRIVEWAY TO SERVICE STATION, 0.85 METERS (2.8 FT) FROM THE CURB
 GV3556'OF THE NORTHWEST BOUND LANE OF ARMSTEAD AVENUE, 12.1 METERS (39.7 FT)
 GV3556'EAST OF THE EAST MOST MANHOLE COVER FOR BELL TELEPHONE SYSTEM, AND
 GV3556'26.2 METERS (86.0 FT) WEST OF THE WEST END OF THE SOUTHERN MOST
 GV3556'GAS PUMP ISLAND OF SERVICE STATION.
 GV3556'THE MARK IS 0.2 FT ABOVE ARMSTEAD AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0213 ***********************************************************************
 GV0213  DESIGNATION -  BUS RM 1
 GV0213  PID         -  GV0213
 GV0213  STATE/COUNTY-  VA/C OF HAMPTON
 GV0213  USGS QUAD   -  HAMPTON (1986)
 GV0213
 GV0213                         *CURRENT SURVEY CONTROL
 GV0213  ___________________________________________________________________
 GV0213* NAD 83(1986)-  37 02 01.     (N)    076 21 42.     (W)     SCALED    
 GV0213* NAVD 88     -         8.529  (meters)      27.98   (feet)  ADJUSTED  
 GV0213  ___________________________________________________________________
 GV0213  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV0213  DYNAMIC HT  -           8.522 (meters)      27.96  (feet)  COMP
 GV0213  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 GV0213
 GV0213  VERT ORDER  -  SECOND    CLASS 0
 GV0213
 GV0213.The horizontal coordinates were scaled from a topographic map and have
 GV0213.an estimated accuracy of +/- 6 seconds.
 GV0213
 GV0213.The orthometric height was determined by differential leveling
 GV0213.and adjusted by the National Geodetic Survey in June 1991..
 GV0213
 GV0213.The geoid height was determined by GEOID03.
 GV0213
 GV0213.The dynamic height is computed by dividing the NAVD 88
 GV0213.geopotential number by the normal gravity value computed on the
 GV0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0213.degrees latitude (g = 980.6199 gals.).
 GV0213
 GV0213.The modeled gravity was interpolated from observed gravity values.
 GV0213
 GV0213;                    North         East    Units  Estimated Accuracy
 GV0213;SPC VA S     - 1,079,870.    3,690,230.      MT  (+/- 180 meters Scaled)
 GV0213
 GV0213                          SUPERSEDED SURVEY CONTROL
 GV0213
 GV0213  NGVD 29 (??/??/??)    8.769  (m)           28.77   (f) ADJUSTED    2 0
 GV0213
 GV0213.Superseded values are not recommended for survey control.
 GV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0213.See file dsdata.txt to determine how the superseded data were derived.
 GV0213
 GV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF788994(NAD 83)
 GV0213_MARKER: DR = REFERENCE MARK DISK
 GV0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0213_STAMPING: BUS NO 1 1958
 GV0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0213
 GV0213  HISTORY     - Date     Condition        Report By
 GV0213  HISTORY     - 1958     MONUMENTED       CGS
 GV0213  HISTORY     - 1959     GOOD             CGS
 GV0213  HISTORY     - 1975     GOOD             NGS
 GV0213
 GV0213                          STATION DESCRIPTION
 GV0213
 GV0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0213'0.9 MI NW FROM HAMPTON.
 GV0213'30.6 FEET NORTHEAST OF BUS DESCRIBED, 62 FEET NORTH-NORTHEAST OF
 GV0213'R M 2, 40 1/2 FEET NORTHEAST OF THE NORTH CORNER OF A BUS WAITING
 GV0213'BOOTH, 3.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF INTERSTATE
 GV0213'HIGHWAY 64, AND SET IN TOP OF CONCRETE SIDEWALK.
 GV0213
 GV0213                          STATION RECOVERY (1975)
 GV0213
 GV0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0212 ***********************************************************************
 GV0212  DESIGNATION -  BUS RM 2
 GV0212  PID         -  GV0212
 GV0212  STATE/COUNTY-  VA/C OF HAMPTON
 GV0212  USGS QUAD   -  HAMPTON (1986)
 GV0212
 GV0212                         *CURRENT SURVEY CONTROL
 GV0212  ___________________________________________________________________
 GV0212* NAD 83(1986)-  37 02 01.     (N)    076 21 42.     (W)     SCALED    
 GV0212* NAVD 88     -         8.254  (meters)      27.08   (feet)  ADJUSTED  
 GV0212  ___________________________________________________________________
 GV0212  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV0212  DYNAMIC HT  -           8.248 (meters)      27.06  (feet)  COMP
 GV0212  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 GV0212
 GV0212  VERT ORDER  -  SECOND    CLASS 0
 GV0212
 GV0212.The horizontal coordinates were scaled from a topographic map and have
 GV0212.an estimated accuracy of +/- 6 seconds.
 GV0212
 GV0212.The orthometric height was determined by differential leveling
 GV0212.and adjusted by the National Geodetic Survey in June 1991..
 GV0212
 GV0212.The geoid height was determined by GEOID03.
 GV0212
 GV0212.The dynamic height is computed by dividing the NAVD 88
 GV0212.geopotential number by the normal gravity value computed on the
 GV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0212.degrees latitude (g = 980.6199 gals.).
 GV0212
 GV0212.The modeled gravity was interpolated from observed gravity values.
 GV0212
 GV0212;                    North         East    Units  Estimated Accuracy
 GV0212;SPC VA S     - 1,079,870.    3,690,230.      MT  (+/- 180 meters Scaled)
 GV0212
 GV0212                          SUPERSEDED SURVEY CONTROL
 GV0212
 GV0212  NGVD 29 (??/??/??)    8.494  (m)           27.87   (f) ADJUSTED    2 0
 GV0212
 GV0212.Superseded values are not recommended for survey control.
 GV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0212.See file dsdata.txt to determine how the superseded data were derived.
 GV0212
 GV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF788994(NAD 83)
 GV0212_MARKER: DR = REFERENCE MARK DISK
 GV0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV0212_STAMPING: BUS NO 2 1958
 GV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0212
 GV0212  HISTORY     - Date     Condition        Report By
 GV0212  HISTORY     - 1958     MONUMENTED       CGS
 GV0212  HISTORY     - 1959     GOOD             CGS
 GV0212  HISTORY     - 1975     GOOD             NGS
 GV0212
 GV0212                          STATION DESCRIPTION
 GV0212
 GV0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0212'0.9 MI NW FROM HAMPTON.
 GV0212'34.9 FEET SOUTH OF BUS DESCRIBED, 62 FEET SOUTH-SOUTHWEST OF
 GV0212'R M 2, 25 FEET SOUTH OF THE EAST CORNER OF A BUS WAITING BOOTH,
 GV0212'1 FOOT NORTHWEST OF IRON PIPE HANDRAIL, AND IN TOP OF CURVING
 GV0212'CONCRETE SIDEWALK.
 GV0212
 GV0212                          STATION RECOVERY (1975)
 GV0212
 GV0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2208 ***********************************************************************
 HV2208  DESIGNATION -  BUSH
 HV2208  PID         -  HV2208
 HV2208  STATE/COUNTY-  VA/FAIRFAX
 HV2208  USGS QUAD   -  ALEXANDRIA (1994)
 HV2208
 HV2208                         *CURRENT SURVEY CONTROL
 HV2208  ___________________________________________________________________
 HV2208* NAD 83(1993)-  38 47 29.93041(N)    077 07 25.32931(W)     ADJUSTED  
 HV2208* NAVD 88     -        77.304  (meters)     253.62   (feet)  ADJUSTED  
 HV2208  ___________________________________________________________________
 HV2208  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HV2208  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV2208  DYNAMIC HT  -          77.262 (meters)     253.48  (feet)  COMP
 HV2208  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 HV2208
 HV2208  HORZ ORDER  -  FIRST
 HV2208  VERT ORDER  -  SECOND    CLASS 0
 HV2208
 HV2208.The horizontal coordinates were established by classical geodetic methods
 HV2208.and adjusted by the National Geodetic Survey in November 1994..
 HV2208
 HV2208.The orthometric height was determined by differential leveling
 HV2208.and adjusted by the National Geodetic Survey in June 1991..
 HV2208
 HV2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2208
 HV2208.The geoid height was determined by GEOID03.
 HV2208
 HV2208.The dynamic height is computed by dividing the NAVD 88
 HV2208.geopotential number by the normal gravity value computed on the
 HV2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2208.degrees latitude (g = 980.6199 gals.).
 HV2208
 HV2208.The modeled gravity was interpolated from observed gravity values.
 HV2208
 HV2208;                    North         East     Units Scale Factor Converg.
 HV2208;SPC VA N     - 2,125,768.426 3,619,562.462   MT  0.99995299   +0 51 32.3
 HV2208;SPC VA N     - 6,974,291.91 11,875,181.18   sFT  0.99995299   +0 51 32.3
 HV2208;UTM  18      - 4,295,797.916   315,557.586   MT  1.00001893   -1 19 51.1
 HV2208
 HV2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2208!SPC VA N     -   0.99999291  x   0.99995299  =   0.99994590
 HV2208!UTM  18      -   0.99999291  x   1.00001893  =   1.00001184
 HV2208
 HV2208:                Primary Azimuth Mark                     Grid Az
 HV2208:SPC VA N     -  BELLE HAVEN FAIRFAX CO TANK              096 53 11.5
 HV2208:UTM  18      -  BELLE HAVEN FAIRFAX CO TANK              099 04 34.9
 HV2208
 HV2208|---------------------------------------------------------------------|
 HV2208| PID    Reference Object                     Distance      Geod. Az  |
 HV2208|                                                           dddmmss.s |
 HV2208| HV4735 BELLE HAVEN FAIRFAX CO TANK         APPROX. 5.2 KM 0974443.8 |
 HV2208| HV4746 GROVETON BAP CH SPIRE               APPROX. 4.2 KM 1145651.4 |
 HV2208| HV2209 BUSH RM 1                            31.483 METERS 21158     |
 HV2208| HV4778 FRANCONIA METH CH SPIRE             APPROX. 2.1 KM 2394108.1 |
 HV2208| HV8821 BUSH RM 4                           182.094 METERS 25611     |
 HV2208| HV8820 BUSH RM 3                            42.242 METERS 26836     |
 HV2208| HV2210 BUSH RM 2                            37.100 METERS 27125     |
 HV2208|---------------------------------------------------------------------|
 HV2208
 HV2208                          SUPERSEDED SURVEY CONTROL
 HV2208
 HV2208  NAD 83(1993)-  38 47 29.92869(N)    077 07 25.33198(W) AD(       ) 1
 HV2208  NAD 83(1986)-  38 47 29.92922(N)    077 07 25.34234(W) AD(       ) 1
 HV2208  NAD 27      -  38 47 29.52179(N)    077 07 26.41458(W) AD(       ) 1
 HV2208  NGVD 29 (??/??/??)   77.565  (m)          254.48   (f) ADJUSTED    2 0
 HV2208
 HV2208.Superseded values are not recommended for survey control.
 HV2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2208.See file dsdata.txt to determine how the superseded data were derived.
 HV2208
 HV2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1555895798(NAD 83)
 HV2208_MARKER: DS = TRIANGULATION STATION DISK
 HV2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2208_SP_SET: CONCRETE POST
 HV2208_STAMPING: BUSH 1957
 HV2208_MARK LOGO: CGS   
 HV2208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2208+STABILITY: SURFACE MOTION
 HV2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2208+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 HV2208
 HV2208  HISTORY     - Date     Condition        Report By
 HV2208  HISTORY     - 1957     MONUMENTED       CGS
 HV2208  HISTORY     - 1960     GOOD             CGS
 HV2208  HISTORY     - 1969     GOOD             CGS
 HV2208  HISTORY     - 1969     GOOD             CGS
 HV2208  HISTORY     - 19820215 GOOD             NGS
 HV2208  HISTORY     - 1983     GOOD             USPSQD
 HV2208  HISTORY     - 19900115 GOOD             RDA
 HV2208  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2208  HISTORY     - 20031225 GOOD             GEOCAC
 HV2208  HISTORY     - 20060725 GOOD             GEOMET
 HV2208
 HV2208                          STATION DESCRIPTION
 HV2208
 HV2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV2208'THE STATION IS APPROXIMATELY 6 MILES WEST OF JONES POINT,
 HV2208'7 MILES SOUTHWEST OF THE PENTAGON BUILDING, IN THE BUSH HILL
 HV2208'COMMUNITY AND ON THE GROUNDS OF THE BUSH HILL ELEMENTARY SCHOOL.
 HV2208'
 HV2208'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 236 AND STATE
 HV2208'HIGHWAY 241 IN ALEXANDRIA, GO SOUTHWEST ON HIGHWAY 241 FOR 0.55
 HV2208'MILE TO A FIVE WAY INTERSECTION, KEEP STRAIGHT AHEAD ON TELEGRAPH
 HV2208'ROAD (611) AND GO 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON
 HV2208'FRANCONIA ROAD (644) AND GO 2.2 MILES TO A SIDE ROAD RIGHT (682),
 HV2208'TURN RIGHT ON WESTCHESTER DRIVE AND GO 0.2 MILE TO BUSH HILL
 HV2208'SCHOOL AND THE STATION.
 HV2208'
 HV2208'STATION MARKS ARE STANDARD DISKS STAMPED BUSH 1957.  THE
 HV2208'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV2208'SURFACE.  IT IS ABOUT 350 FEET NORTHEAST OF THE MOST NORTHERLY
 HV2208'CORNER OF THE EAST WING OF SCHOOL BUILDING AND 22 FEET WEST OF A
 HV2208'10 INCH TREE WITH TRIANGULAR BLAZE.  A STANDARD WITNESS POST
 HV2208'WAS SET 8 FEET NORTH-NORTHEAST OF THE MARK.  THE UNDERGROUND
 HV2208'DISK IN SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 HV2208'THE SURFACE OF THE GROUND.
 HV2208'
 HV2208'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUSH NO 1 1957,
 HV2208'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT
 HV2208'IS 267 FEET NORTH OF THE MOST NORTHERLY CORNER OF THE EAST
 HV2208'WING OF SCHOOL BUILDING.
 HV2208'
 HV2208'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUSH NO 2 1957, IS
 HV2208'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS
 HV2208'10-1/2 FEET SOUTH-SOUTHWEST OF AN 8 INCH TREE WITH TRIANGULAR
 HV2208'BLAZE.
 HV2208'
 HV2208'NOTE--NO AZIMUTH MARK WAS SET.
 HV2208'
 HV2208'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV2208
 HV2208                          STATION RECOVERY (1960)
 HV2208
 HV2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2208'4.2 MI W FROM ALEXANDRIA.
 HV2208'ABOUT 3.4 MILES WEST ALONG THE RICHMOND FREDERICKSBURG AND
 HV2208'POTOMAC RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT
 HV2208'0.65 MILE SOUTH ALONG BUSH HILL ROAD, THENCE ABOUT 0.1 MILE WEST
 HV2208'ACROSS COUNTRY, LOCATED IN THE NORTHEAST CORNER OF CLEARING,
 HV2208'350 FEET NORTHEAST OF MOST NORTHERLY CORNER OF EAST WING OF BUSH
 HV2208'HILL ELEMENTARY SCHOOL, 22 FEET WEST OF A 10-INCH OAK TREE WITH
 HV2208'TRIANGULATION BLAZE, 103.3 FEET NORTH-NORTHEAST OF R M 1, 121,
 HV2208'7 FEET EAST-NORTHEAST OF R M 2, AND SET IN TOP OF A CONCRETE
 HV2208'POST FLUSH WITH THE GROUND.
 HV2208
 HV2208                          STATION RECOVERY (1969)
 HV2208
 HV2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV2208'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 HV2208'CONDITION.  REFERENCE MARK 2 IS DESTROYED.  REFERENCE MARKS 3 AND 4
 HV2208'WERE ESTABLISHED.  THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH
 HV2208'MARK SO REFERENCE MARK 4 WILL SERVE FOR THE AZIMUTH MARK.  FOLLOWING
 HV2208'IS A NEW DESCRIPTION.
 HV2208'
 HV2208'THE STATION IS ABOUT 4 MILES EAST-NORTHEAST OF SPRINGFIELD, 4 MILES
 HV2208'SOUTHWEST OF ALEXANDRIA AND IN THE NORTHEAST CORNER OF THE PLAY
 HV2208'GROUNDS OF THE BUSH HILL ELEMENTARY SCHOOL.
 HV2208'
 HV2208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 495 AND
 HV2208'TELEGRAPH ROAD IN THE SOUTH PART OF ALEXANDRIA, GO SOUTH ON
 HV2208'TELEGRAPH ROAD FOR 0.65 MILE TO FRANCONIA ROAD ON THE RIGHT.  TURN
 HV2208'RIGHT AND GO WESTERLY ON FRANCONIA ROAD FOR 2.2 MILES TO
 HV2208'WESTCHESTER STREET ON THE RIGHT AND THE ROSE HILL SHOPPING CENTER
 HV2208'ON THE LEFT.  TURN RIGHT AND GO NORTHERLY ON WESTCHESTER STREET
 HV2208'FOR 0.15 MILE TO THE BUSH HILL ELEMENTARY SCHOOL, BEAR RIGHT AND
 HV2208'CONTINUE NORTHERLY ALONG THE EAST SIDE OF SCHOOL FOR 0.1 MILE TO
 HV2208'THE NORTH END OF A PARKING AREA.  CONTINUE NORTHERLY ALONG THE
 HV2208'EAST SIDE OF SCHOOL GROUNDS FOR 0.1 MILE TO THE NORTHEAST
 HV2208'CORNER OF PLAY GROUNDS AND THE STATION.
 HV2208'
 HV2208'STATION MARK IS A STANDARD DISK, STAMPED BUSH 1957, SET IN THE TOP
 HV2208'OF A 10 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND.
 HV2208'IT IS ABOUT 80 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 HV2208'71.3 FEET EAST OF THE EAST END OF A 10 FOOT HIGH STAKE FENCE AND
 HV2208'22.6 FEET WEST OF A TREE WITH A TRIANGLE BLAZE ON THE WEST
 HV2208'SIDE.
 HV2208'
 HV2208'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUSH NO 1 1957, SET IN
 HV2208'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 HV2208'ABOVE THE GROUND.  IT IS 97.0 FEET SOUTH OF THE EAST END OF THE
 HV2208'STAKE FENCE AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV2208'
 HV2208'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUSH NO 3 1957 1969, SET
 HV2208'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV2208'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 17.8 FEET EAST OF THE
 HV2208'WEST END OF THE STAKE FENCE, 2.7 FEET SOUTH OF THE STAKE FENCE AND
 HV2208'ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV2208'
 HV2208'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BUSH NO 4 1957 1969, SET
 HV2208'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV2208'FLUSH WITH THE GROUND.  IT IS 2.1 FEET NORTH OF A WITNESS POST
 HV2208'AND 1.3 FEET EAST OF A FENCE.
 HV2208'
 HV2208'SLOPE DISTANCE.
 HV2208
 HV2208                          STATION RECOVERY (1969)
 HV2208
 HV2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV2208'RECOVERED IN GOOD CONDITION.
 HV2208
 HV2208                          STATION RECOVERY (1982)
 HV2208
 HV2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HV2208'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED
 HV2208'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE
 HV2208'MARK 5 WAS ESTABLISHED.  THE ANGLE BETWEEN REFERENCE MARKS 3 AND 4
 HV2208'CHECKED WITH THE 1969 RECOVERY.  THE DISTANCE TO REFERENCE MARK 3 ALSO
 HV2208'CHECKED WITH THE 1969 DESCRIPTION.  THE DISTANCE TO REFERENCE MARK 4
 HV2208'WAS FOUND TO BE SHORTER BY 0.14 FT (4.27 CM) .  A COMPLETE NEW
 HV2208'DESCRIPTION FOLLOWS.
 HV2208' 
 HV2208'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTHWEST OF THE
 HV2208'PENTAGON BUILDING, 6.4 KM (3.95 MI) EAST NORTHEAST OF SPRINGFIELD, 6.4
 HV2208'KM (3.95 MI) SOUTHWEST OF ALEXANDRIA AND AT THE NORTHEAST CORNER OF
 HV2208'THE PLAYGROUND ABOUT 300 FT (91.4 M) NORTH OF THE NORTH END OF THE
 HV2208'BUSH HILL ELEMENTARY SCHOOL.  TO REACH THE STATION FROM THE
 HV2208'INTERSECTION OF BACKLICK ROAD, COUNTY ROUTE 617, AND FRANCONIA ROAD,
 HV2208'COUNTY ROUTE 644, IN SPRINGFIELD, GO EAST ON FRANCONIA ROAD FOR 3.4 MI
 HV2208'(5.5 KM) TO COUNTY ROUTE 782, WESTCHESTER ROAD, ON THE LEFT.  TURN
 HV2208'LEFT AND GO NORTHERLY FOR 0.3 MI (0.5 KM) TO A PARKING LOT AT THE
 HV2208'NORTHWEST CORNER OF THE SCHOOL.  TURN RIGHT INTO PARKING LOT AND GO
 HV2208'NORTHEASTERLY ACROSS PLAYGROUND FOR ABOUT 400 FT (121.9 M) TO THE
 HV2208'NORTHEAST CORNER OF THE PLAYGROUND AND THE STATION.
 HV2208' 
 HV2208'THE STATION IS A STANDARD CGS DISK STAMPED--BUSH 1957--, SET INTO THE
 HV2208'TOP OF A SQUARE CONCRETE MONUMENT 25 CM IN DIAMETER, FLUSH WITH
 HV2208'GROUND.  LOCATED 2.96 FT (0.90 M) SW FROM A METAL WITNESS POST, 16.1
 HV2208'FT (4.9 M) SE FROM A 4 BY 4 INCH POST USED TO HINGE A GATE IN STAKE
 HV2208'FENCE, 23.15 FT (7.06 M) W FROM A 14-INCH OAK TREE WITH A TRIANGULAR
 HV2208'BLAZE, AND 77.95 FT (23.76 M) E FROM THE MOST NORTHERLY METAL POST OF
 HV2208'A CHAINLINK BASEBALL BACKSTOP.  THE UNDERGROUND MARK IS A STANDARD CGS
 HV2208'DISK STAMPED--BUSH 1957--, SET INTO AN IRREGULAR MASS OF CONCRETE 0.8
 HV2208'M (2.6 FT) BELOW THE SURFACE.
 HV2208' 
 HV2208'REFERENCE MARK 3 IS A STANDARD CGS DISK STAMPED--BUSH 1957 NO 3
 HV2208'1969--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 HV2208'DIAMETER, PROJECTING 4 CM ABOVE THE GROUND. LOCATED 2.5 FT (0.8 M) S
 HV2208'FROM A 10 FT (3.0 M) HIGH STAKE FENCE, 18.0 FT (5.5 M) E FROM A ROUND
 HV2208'FENCE CORNER POST, AND 68.65 FT (20.92 M) NW FROM THE MOST NORTHERLY
 HV2208'METAL POST OF THE BACKSTOP.
 HV2208' 
 HV2208'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--BUSH 1957 NO 4
 HV2208'1969--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 HV2208'DIAMETER, PROJECTING 4 CM ABOVE THE GROUND. LOCATED 1.8 FT (0.5 M) E
 HV2208'FROM A 3 FT (0.9 M) HIGH CHAINLINK FENCE BEHIND A HOUSE, 2.0 FT (0.6
 HV2208'M) N FROM A METAL WITNESS POST, AND 14.3 FT (4.4 M) N FROM 20-INCH OAK
 HV2208'TREE WHICH IS ABOUT ONE HALF FOOT FROM FENCE.
 HV2208' 
 HV2208'REFERENCE MARK NO 5 IS A STANDARD CGS DISK STAMPED--BUSH 1957 NO 5
 HV2208'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 HV2208'DIAMETER, RECESSED 2 CM BELOW THE GROUND. LOCATED 20.5 FT (6.2 M) NW
 HV2208'FROM A 12-INCH, LEANING OAK TREE, WITH A TRIANGULAR BLAZE, 22.0 FT
 HV2208'(6.7 M) W FROM AN 8-INCH OAK TREE, AND 24.75 FT (7.54 M) SE FROM THE
 HV2208'MOST EASTERLY POST OF BASEBALL BACK STOP.
 HV2208
 HV2208                          STATION RECOVERY (1983)
 HV2208
 HV2208'RECOVERY NOTE BY US POWER SQUADRON 1983
 HV2208'RECOVERED IN GOOD CONDITION.
 HV2208
 HV2208                          STATION RECOVERY (1990)
 HV2208
 HV2208'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2208'RECOVERED IN GOOD CONDITION.
 HV2208
 HV2208                          STATION RECOVERY (1997)
 HV2208
 HV2208'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2208'MARK NOT FOUND.
 HV2208
 HV2208                          STATION RECOVERY (2003)
 HV2208
 HV2208'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2208'FOUND UNDER HEAVY IVY GROUND COVER USING DISTANCE FROM HINGE POST IN
 HV2208'1982 DESCRIPTION. NO WITNESS POST WAS SEEN.
 HV2208
 HV2208                          STATION RECOVERY (2006)
 HV2208
 HV2208'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (KNT)
 HV2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4300 ***********************************************************************
 GV4300  DESIGNATION -  BUSH
 GV4300  PID         -  GV4300
 GV4300  STATE/COUNTY-  VA/GLOUCESTER
 GV4300  USGS QUAD   -  ACHILLES (1983)
 GV4300
 GV4300                         *CURRENT SURVEY CONTROL
 GV4300  ___________________________________________________________________
 GV4300* NAD 83(1993)-  37 18 29.56019(N)    076 23 11.37397(W)     ADJUSTED  
 GV4300* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4300  ___________________________________________________________________
 GV4300  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV4300  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV4300
 GV4300  HORZ ORDER  -  THIRD
 GV4300
 GV4300.The horizontal coordinates were established by classical geodetic methods
 GV4300.and adjusted by the National Geodetic Survey in September 1995..
 GV4300
 GV4300.The orthometric height was scaled from a topographic map.
 GV4300
 GV4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4300
 GV4300.The geoid height was determined by GEOID03.
 GV4300
 GV4300;                    North         East     Units Scale Factor Converg.
 GV4300;SPC VA S     - 1,110,283.818 3,687,338.979   MT  0.99994593   +1 16 57.9
 GV4300;SPC VA S     - 3,642,656.16 12,097,544.63   sFT  0.99994593   +1 16 57.9
 GV4300;UTM  18      - 4,129,965.281   377,131.831   MT  0.99978596   -0 50 25.7
 GV4300
 GV4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4300!SPC VA S     -   1.00000569  x   0.99994593  =   0.99995162
 GV4300!UTM  18      -   1.00000569  x   0.99978596  =   0.99979165
 GV4300
 GV4300:                Primary Azimuth Mark                     Grid Az
 GV4300:SPC VA S     -  SEVERN 1905                              303 30 22.1
 GV4300:UTM  18      -  SEVERN 1905                              305 37 45.7
 GV4300
 GV4300|---------------------------------------------------------------------|
 GV4300| PID    Reference Object                     Distance      Geod. Az  |
 GV4300|                                                           dddmmss.s |
 GV4300| GV4344 SEVERN 1905                         APPROX. 0.9 KM 3044720.0 |
 GV4300| GV4350 TOW STAKE POINT BEACON              APPROX. 3.2 KM 3525003.1 |
 GV4300|---------------------------------------------------------------------|
 GV4300
 GV4300                          SUPERSEDED SURVEY CONTROL
 GV4300
 GV4300  NAD 83(1993)-  37 18 29.55906(N)    076 23 11.37883(W) AD(       ) 3
 GV4300  NAD 83(1986)-  37 18 29.56959(N)    076 23 11.40624(W) AD(       ) 3
 GV4300  NAD 27      -  37 18 29.07000(N)    076 23 12.60000(W) AD(       ) 3
 GV4300
 GV4300.Superseded values are not recommended for survey control.
 GV4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4300.See file dsdata.txt to determine how the superseded data were derived.
 GV4300
 GV4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7713229965(NAD 83)
 GV4300_MARKER: Z = SEE DESCRIPTION
 GV4300_SETTING: 0 = UNSPECIFIED SETTING
 GV4300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4300
 GV4300  HISTORY     - Date     Condition        Report By
 GV4300  HISTORY     - 1910     MONUMENTED       CGS
 GV4300  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4300  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4300
 GV4300                          STATION DESCRIPTION
 GV4300
 GV4300'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JBB)
 GV4300'STATION IS LOCATED ON A HYDROGRAPHIC SIGNAL ON THE OUTER END
 GV4300'OF BUSH POINT ON THE S SIDE OF THE ENTRANCE TO THE SEVERN
 GV4300'RIVER, MOBJACK BAY, VIRGINIA.  NOT MARKED.
 GV4300
 GV4300                          STATION RECOVERY (1944)
 GV4300
 GV4300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4300'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE BUT NO
 GV4300'EVIDENCE OF STATION COULD BE FOUND.
 GV4300
 GV4300                          STATION RECOVERY (2002)
 GV4300
 GV4300'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4494 ***********************************************************************
 GV4494  DESIGNATION -  BUSH LOWER END MID BAR
 GV4494  PID         -  GV4494
 GV4494  STATE/COUNTY-  VA/JAMES CITY
 GV4494  USGS QUAD   -  GRESSITT (1986)
 GV4494
 GV4494                         *CURRENT SURVEY CONTROL
 GV4494  ___________________________________________________________________
 GV4494* NAD 83(1993)-  37 24 57.09142(N)    076 41 54.98958(W)     ADJUSTED  
 GV4494* NAVD 88     -                                                        
 GV4494  ___________________________________________________________________
 GV4494  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 GV4494  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV4494
 GV4494  HORZ ORDER  -  THIRD
 GV4494
 GV4494.The horizontal coordinates were established by classical geodetic methods
 GV4494.and adjusted by the National Geodetic Survey in September 1995..
 GV4494
 GV4494
 GV4494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4494
 GV4494.The geoid height was determined by GEOID03.
 GV4494
 GV4494;                    North         East     Units Scale Factor Converg.
 GV4494;SPC VA S     - 1,121,654.546 3,659,449.106   MT  0.99994576   +1 05 35.9
 GV4494;SPC VA S     - 3,679,961.62 12,006,042.61   sFT  0.99994576   +1 05 35.9
 GV4494;UTM  18      - 4,142,360.582   349,685.767   MT  0.99987832   -1 01 56.1
 GV4494
 GV4494                          SUPERSEDED SURVEY CONTROL
 GV4494
 GV4494  NAD 83(1993)-  37 24 57.09218(N)    076 41 54.99173(W) AD(       ) 4
 GV4494  NAD 83(1986)-  37 24 57.09511(N)    076 41 55.00909(W) AD(       ) 4
 GV4494  NAD 27      -  37 24 56.57200(N)    076 41 56.16100(W) AD(       ) 3
 GV4494
 GV4494.Superseded values are not recommended for survey control.
 GV4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4494.See file dsdata.txt to determine how the superseded data were derived.
 GV4494
 GV4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4968642361(NAD 83)
 GV4494
 GV4494  HISTORY     - Date     Condition        Report By
 GV4494  HISTORY     - 1911     FIRST OBSERVED   CGS
 GV4494  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4494  HISTORY     - 1951     MARK NOT FOUND   CGS
 GV4494  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 GV4494  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV4494
 GV4494                          STATION DESCRIPTION
 GV4494
 GV4494'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4494'STATION WAS NOT RECOVERED.  IF THE STATION WERE A BUSH, AS THE
 GV4494'NAME IMPLIES, IT HAS NO DOUBT LONG SINCE BEEN DESTROYED.
 GV4494
 GV4494                          STATION RECOVERY (1951)
 GV4494
 GV4494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4494'LOCALITY VISITED.  STATION NOT RECOVERED.  NO STRUCTURE STANDING.
 GV4494'RECOMMEND STATION BE CLASSIFIED AS DESTROYED.
 GV4494
 GV4494                          STATION RECOVERY (1997)
 GV4494
 GV4494'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4494'MARK NOT FOUND.
 GV4494
 GV4494                          STATION RECOVERY (2003)
 GV4494
 GV4494'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4494' 
 GV4494' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2294 ***********************************************************************
 GW2294  DESIGNATION -  BUSH PARK
 GW2294  PID         -  GW2294
 GW2294  STATE/COUNTY-  VA/CUMBERLAND
 GW2294  USGS QUAD   -  LAKESIDE VILLAGE (1987)
 GW2294
 GW2294                         *CURRENT SURVEY CONTROL
 GW2294  ___________________________________________________________________
 GW2294* NAD 83(1993)-  37 38 11.73073(N)    078 08 20.92039(W)     ADJUSTED  
 GW2294* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 GW2294  ___________________________________________________________________
 GW2294  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 GW2294  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2294
 GW2294  HORZ ORDER  -  FIRST
 GW2294
 GW2294.The horizontal coordinates were established by classical geodetic methods
 GW2294.and adjusted by the National Geodetic Survey in November 1994..
 GW2294
 GW2294.The orthometric height was scaled from a topographic map.
 GW2294
 GW2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2294
 GW2294.The geoid height was determined by GEOID03.
 GW2294
 GW2294;                    North         East     Units Scale Factor Converg.
 GW2294;SPC VA S     - 1,144,691.477 3,531,849.122   MT  0.99995640   +0 13 08.4
 GW2294;SPC VA S     - 3,755,541.95 11,587,408.33   sFT  0.99995640   +0 13 08.4
 GW2294;UTM  17      - 4,169,345.677   752,436.795   MT  1.00038499   +1 44 52.5
 GW2294
 GW2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2294!SPC VA S     -   0.99998669  x   0.99995640  =   0.99994309
 GW2294!UTM  17      -   0.99998669  x   1.00038499  =   1.00037168
 GW2294
 GW2294|---------------------------------------------------------------------|
 GW2294| PID    Reference Object                     Distance      Geod. Az  |
 GW2294|                                                           dddmmss.s |
 GW2294| DC5202 BUSH PARK RM 1                       26.330 METERS 04040     |
 GW2294| GV5850 GOOCHLAND MUNICIPAL TANK            APPROX.22.4 KM 0784431.7 |
 GW2294| DC5203 BUSH PARK RM 2                       34.592 METERS 16831     |
 GW2294| DC5201 BUSH PARK AZ MK                                    1853129.5 |
 GW2294|---------------------------------------------------------------------|
 GW2294
 GW2294                          SUPERSEDED SURVEY CONTROL
 GW2294
 GW2294  NAD 83(1986)-  37 38 11.74088(N)    078 08 20.93745(W) AD(       ) 1
 GW2294  NAD 27      -  37 38 11.21000(N)    078 08 21.94500(W) AD(       ) 1
 GW2294
 GW2294.Superseded values are not recommended for survey control.
 GW2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2294.See file dsdata.txt to determine how the superseded data were derived.
 GW2294
 GW2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5243769346(NAD 83)
 GW2294_MARKER: DS = TRIANGULATION STATION DISK
 GW2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2294
 GW2294  HISTORY     - Date     Condition        Report By
 GW2294  HISTORY     - 1941     MONUMENTED       CGS
 GW2294  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW2294  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW2294
 GW2294                          STATION DESCRIPTION
 GW2294
 GW2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2294'STATION IS ON A HIGH POINT OF THE RIDGE LYING ALONG THE E SIDE
 GW2294'OF THE WILLIS RIVER, S OF ITS JUNCTION WITH THE JAMES RIVER,
 GW2294'8 MILES S BY E OF COLUMBIA, 3-1/2 MILES SW OF CARTERSVILLE,
 GW2294'ON STATE ROUTE 45, NEAR THE S EDGE OF SCATTERED SETTLEMENT
 GW2294'KNOWN AS BUSH PARK, ON LAND OWNED BY CAREY WARREN (COLORED) IN
 GW2294'THE NW ANGLE OF THE JUNCTION OF STATE ROUTE 45 AND COUNTY ROAD
 GW2294'611, 200 FEET N OF THE JUNCTION OF THE CENTER LINES OF ROUTES
 GW2294'45 AND 611, 26 FEET W OF THE CENTER LINE OF ROUTE 45, 46 FEET
 GW2294'W OF A N-S FENCE LINE ALONG THE E SIDE OF ROUTE 45, 12 INCHES
 GW2294'BELOW THE SURFACE OF THE GROUND.  DISK IS STAMPED BUSH PARK,
 GW2294'1941.
 GW2294'
 GW2294'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2294'BRONZE DISKS SET IN CONCRETE.
 GW2294'
 GW2294'REFERENCE MARK NO. 1 IS NE OF THE STATION, 16 FEET E OF THE
 GW2294'CENTER OF STATE ROUTE 45, 1 FOOT E OF A N-S FENCE LINE AND
 GW2294'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK
 GW2294'IS STAMPED BUSH PARK NO. 1, 1941.
 GW2294'
 GW2294'REFERENCE MARK NO. 2 IS SE OF THE STATION, 16 FEET E OF THE
 GW2294'CENTER OF STATE ROUTE 45, 1 FOOT W OF A N-S FENCE LINE AND THE
 GW2294'MARK PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 GW2294'DISK IS STAMPED BUSH PARK NO. 2 1941.
 GW2294'
 GW2294'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION ALONG THE W
 GW2294'SIDE OF STATE ROUTE 45, 17 FEET W OF THE CENTER LINE OF THE
 GW2294'HIGHWAY, AND THE MARK PROJECTS 10 INCHES ABOVE SURFACE OF THE
 GW2294'GROUND AND IT IS WITNESSED BY A 4- BY 4-INCH WHITE POST PROJECTING
 GW2294'2-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 GW2294'BUSH PARK 1941.
 GW2294'
 GW2294'TO REACH THE STATION FROM THE COURTHOUSE IN CUMBERLAND COURTHOUSE,
 GW2294'GO EASTERLY ON U.S. HIGHWAY 60 FOR 2.45 MILES AND THEN TURN
 GW2294'LEFT ON STATE ROUTE 45 AT ITS JUNCTION WITH U.S. HIGHWAY 60,
 GW2294'FOLLOW STATE ROUTE 45 FOR 9.7 MILES, OR FOR 1.8 MILES PAST
 GW2294'A RED BRICK CHURCH ON THE LEFT TO A T-ROAD LEFT (COUNTY ROAD
 GW2294'611) AND THE STATION IN THE NW ANGLE OF THE JUNCTION.
 GW2294'
 GW2294'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT OAK FOREST.
 GW2294'
 GW2294'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT SNODDY.
 GW2294'
 GW2294'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT CHRISTIAN.
 GW2294'
 GW2294'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT BOTTOM.
 GW2294'
 GW2294'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ST. PAUL.
 GW2294'
 GW2294'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT ASHBY
 GW2294'
 GW2294'A 116-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT F.U.M.A.
 GW2294'
 GW2294'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GW2294
 GW2294                          STATION RECOVERY (1997)
 GW2294
 GW2294'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2294'MARK NOT FOUND.
 GW2294
 GW2294                          STATION RECOVERY (2001)
 GW2294
 GW2294'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2209 ***********************************************************************
 HV2209  DESIGNATION -  BUSH RM 1
 HV2209  PID         -  HV2209
 HV2209  STATE/COUNTY-  VA/FAIRFAX
 HV2209  USGS QUAD   -  ALEXANDRIA (1994)
 HV2209
 HV2209                         *CURRENT SURVEY CONTROL
 HV2209  ___________________________________________________________________
 HV2209* NAD 83(1986)-  38 47 29.     (N)    077 07 25.     (W)     SCALED    
 HV2209* NAVD 88     -        77.474  (meters)     254.18   (feet)  ADJUSTED  
 HV2209  ___________________________________________________________________
 HV2209  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV2209  DYNAMIC HT  -          77.432 (meters)     254.04  (feet)  COMP
 HV2209  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 HV2209
 HV2209  VERT ORDER  -  SECOND    CLASS 0
 HV2209
 HV2209.The horizontal coordinates were scaled from a topographic map and have
 HV2209.an estimated accuracy of +/- 6 seconds.
 HV2209
 HV2209.The orthometric height was determined by differential leveling
 HV2209.and adjusted by the National Geodetic Survey in June 1991..
 HV2209
 HV2209.The geoid height was determined by GEOID03.
 HV2209
 HV2209.The dynamic height is computed by dividing the NAVD 88
 HV2209.geopotential number by the normal gravity value computed on the
 HV2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2209.degrees latitude (g = 980.6199 gals.).
 HV2209
 HV2209.The modeled gravity was interpolated from observed gravity values.
 HV2209
 HV2209;                    North         East    Units  Estimated Accuracy
 HV2209;SPC VA N     - 2,125,740.    3,619,570.      MT  (+/- 180 meters Scaled)
 HV2209
 HV2209                          SUPERSEDED SURVEY CONTROL
 HV2209
 HV2209  NGVD 29 (??/??/??)   77.735  (m)          255.04   (f) ADJUSTED    2 0
 HV2209
 HV2209.Superseded values are not recommended for survey control.
 HV2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2209.See file dsdata.txt to determine how the superseded data were derived.
 HV2209
 HV2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH155957(NAD 83)
 HV2209_MARKER: DR = REFERENCE MARK DISK
 HV2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2209_STAMPING: BUSH NO 1 1957
 HV2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2209+STABILITY: SURFACE MOTION
 HV2209
 HV2209  HISTORY     - Date     Condition        Report By
 HV2209  HISTORY     - 1957     MONUMENTED       CGS
 HV2209  HISTORY     - 1960     GOOD             CGS
 HV2209  HISTORY     - 1969     GOOD             CGS
 HV2209  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2209
 HV2209                          STATION DESCRIPTION
 HV2209
 HV2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2209'4.2 MI W FROM ALEXANDRIA.
 HV2209'103.3 FEET SOUTH-SOUTHWEST OF BUSH TRIANGULATION STATION DESCRIBED,
 HV2209'267 FEET NORTH OF MOST NORTHERLY CORNER OF EAST WING OF BUSH
 HV2209'HILL ELEMEMTARY SCHOOL, ALONG THE EAST EDGE OF A CLEARING, AND
 HV2209'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV2209
 HV2209                          STATION RECOVERY (1969)
 HV2209
 HV2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV2209'RECOVERED IN GOOD CONDITION.
 HV2209
 HV2209                          STATION RECOVERY (1997)
 HV2209
 HV2209'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8820 ***********************************************************************
 HV8820  DESIGNATION -  BUSH RM 3
 HV8820  PID         -  HV8820
 HV8820  STATE/COUNTY-  VA/FAIRFAX
 HV8820  USGS QUAD   -  ALEXANDRIA (1994)
 HV8820
 HV8820                         *CURRENT SURVEY CONTROL
 HV8820  ___________________________________________________________________
 HV8820* NAD 83(1986)-  38 47 29.     (N)    077 07 25.     (W)     SCALED    
 HV8820* NAVD 88     -        77.33   (meters)     253.7    (feet)  RESET     
 HV8820  ___________________________________________________________________
 HV8820  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV8820
 HV8820  VERT ORDER  -  THIRD
 HV8820
 HV8820.The horizontal coordinates were scaled from a topographic map and have
 HV8820.an estimated accuracy of +/- 6 seconds.
 HV8820
 HV8820.The orthometric height was computed from unverified reset data.
 HV8820.No vertical observational check was made to the station.
 HV8820
 HV8820.The geoid height was determined by GEOID03.
 HV8820
 HV8820;                    North         East    Units  Estimated Accuracy
 HV8820;SPC VA N     - 2,125,740.    3,619,570.      MT  (+/- 180 meters Scaled)
 HV8820
 HV8820                          SUPERSEDED SURVEY CONTROL
 HV8820
 HV8820  NGVD 29 (03/21/06)   77.59   (m)          254.6    (f) RESET       3  
 HV8820
 HV8820.Superseded values are not recommended for survey control.
 HV8820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8820.See file dsdata.txt to determine how the superseded data were derived.
 HV8820
 HV8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH155957(NAD 83)
 HV8820_MARKER: DR = REFERENCE MARK DISK
 HV8820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8820_SP_SET: CONCRETE POST
 HV8820_STAMPING: BUSH 1957 NO 3 1969
 HV8820_MARK LOGO: CGS   
 HV8820_PROJECTION: PROJECTING 4 CENTIMETERS
 HV8820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8820+STABILITY: SURFACE MOTION
 HV8820
 HV8820  HISTORY     - Date     Condition        Report By
 HV8820  HISTORY     - 1969     MONUMENTED       CGS
 HV8820  HISTORY     - 1983     GOOD             NGS
 HV8820  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8820
 HV8820                          STATION DESCRIPTION
 HV8820
 HV8820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8820'6.4 KM (4.00 MI) SW FROM SPRINGFIELD.
 HV8820'3.4 MILES EAST ON FRANCONIA ROAD, COUNTY ROUTE 644, FROM THE JUNCTION
 HV8820'WITH BACKLICK ROAD, COUNTY ROUTE 617, IN SPRINGFIELD TO WESTCHESTER
 HV8820'ROAD, COUNTY ROUTE 782, ON THE LEFT, THENCE NORTHERLY ON WESTCHESTER
 HV8820'ROAD FOR 0.3 MILE TO THE BUSH HILL SCHOOL PARKING LOT, THENCE
 HV8820'NORTHEAST ACROSS SCHOOL PLAYGROUND FOR ABOUT 400 FEET TO THE
 HV8820'NORTHEAST CORNER OF PLAYGROUND AND THE MARK, 0.76 METERS SOUTH OF A
 HV8820'10-FOOT HIGH STAKE FENCE, 5.49 METERS EAST OF A ROUND, FENCE CORNER
 HV8820'POST AND 20.92 METERS NORTHWEST OF THE NORTH-MOST METAL POST OF A
 HV8820'BASEBALL BACKSTOP.
 HV8820
 HV8820                          STATION RECOVERY (1997)
 HV8820
 HV8820'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8821 ***********************************************************************
 HV8821  DESIGNATION -  BUSH RM 4
 HV8821  PID         -  HV8821
 HV8821  STATE/COUNTY-  VA/FAIRFAX
 HV8821  USGS QUAD   -  ALEXANDRIA (1994)
 HV8821
 HV8821                         *CURRENT SURVEY CONTROL
 HV8821  ___________________________________________________________________
 HV8821* NAD 83(1986)-  38 47 29.     (N)    077 07 25.     (W)     SCALED    
 HV8821* NAVD 88     -        76.26   (meters)     250.2    (feet)  RESET     
 HV8821  ___________________________________________________________________
 HV8821  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV8821
 HV8821  VERT ORDER  -  THIRD
 HV8821
 HV8821.The horizontal coordinates were scaled from a topographic map and have
 HV8821.an estimated accuracy of +/- 6 seconds.
 HV8821
 HV8821.The orthometric height was computed from unverified reset data.
 HV8821.No vertical observational check was made to the station.
 HV8821
 HV8821.The geoid height was determined by GEOID03.
 HV8821
 HV8821;                    North         East    Units  Estimated Accuracy
 HV8821;SPC VA N     - 2,125,740.    3,619,570.      MT  (+/- 180 meters Scaled)
 HV8821
 HV8821                          SUPERSEDED SURVEY CONTROL
 HV8821
 HV8821  NGVD 29 (03/21/06)   76.52   (m)          251.0    (f) RESET       3  
 HV8821
 HV8821.Superseded values are not recommended for survey control.
 HV8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8821.See file dsdata.txt to determine how the superseded data were derived.
 HV8821
 HV8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH155957(NAD 83)
 HV8821_MARKER: DR = REFERENCE MARK DISK
 HV8821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8821_SP_SET: CONCRETE POST
 HV8821_STAMPING: BUSH 1957 NO 4 1969
 HV8821_MARK LOGO: CGS   
 HV8821_PROJECTION: PROJECTING 4 CENTIMETERS
 HV8821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8821+STABILITY: SURFACE MOTION
 HV8821
 HV8821  HISTORY     - Date     Condition        Report By
 HV8821  HISTORY     - 1969     MONUMENTED       CGS
 HV8821  HISTORY     - 1983     GOOD             NGS
 HV8821  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8821
 HV8821                          STATION DESCRIPTION
 HV8821
 HV8821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8821'6.4 KM (4.00 MI) SW FROM SPRINGFIELD.
 HV8821'3.4 MILES EAST ON FRANCONIA ROAD, COUNTY ROUTE 644, FROM THE JUNCTION
 HV8821'WITH BACKLICK ROAD, COUNTY ROUTE 617, IN SPRINGFIELD, TO WESTCHESTER
 HV8821'ROAD, COUNTY ROUTE 782, ON THE LEFT, THENCE NORTH ON WESTCHESTER ROAD
 HV8821'FOR 0.3 MILE TO BUSH HILL SCHOOL PARKING LOT, THENCE NORTH ALONG THE
 HV8821'WEST EDGE OF THE SCHOOL PLAYGROUND FOR ABOUT 400 FEET TO THE MARK,
 HV8821'0.55 METERS EAST OF A 3-FOOT HIGH CHAINLINK FENCE, AND 4.36 METERS
 HV8821'NORTH OF A 20-INCH OAK TREE WHICH IS ABOUT ONE HALF FOOT FROM THE
 HV8821'FENCE.
 HV8821'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 HV8821
 HV8821                          STATION RECOVERY (1997)
 HV8821
 HV8821'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8822 ***********************************************************************
 HV8822  DESIGNATION -  BUSH RM 5
 HV8822  PID         -  HV8822
 HV8822  STATE/COUNTY-  VA/FAIRFAX
 HV8822  USGS QUAD   -  ALEXANDRIA (1994)
 HV8822
 HV8822                         *CURRENT SURVEY CONTROL
 HV8822  ___________________________________________________________________
 HV8822* NAD 83(1986)-  38 47 29.     (N)    077 07 25.     (W)     SCALED    
 HV8822* NAVD 88     -        77.44   (meters)     254.1    (feet)  RESET     
 HV8822  ___________________________________________________________________
 HV8822  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV8822
 HV8822  VERT ORDER  -  THIRD
 HV8822
 HV8822.The horizontal coordinates were scaled from a topographic map and have
 HV8822.an estimated accuracy of +/- 6 seconds.
 HV8822
 HV8822.The orthometric height was computed from unverified reset data.
 HV8822.No vertical observational check was made to the station.
 HV8822
 HV8822.The geoid height was determined by GEOID03.
 HV8822
 HV8822;                    North         East    Units  Estimated Accuracy
 HV8822;SPC VA N     - 2,125,740.    3,619,570.      MT  (+/- 180 meters Scaled)
 HV8822
 HV8822                          SUPERSEDED SURVEY CONTROL
 HV8822
 HV8822  NGVD 29 (03/21/06)   77.70   (m)          254.9    (f) RESET       3  
 HV8822
 HV8822.Superseded values are not recommended for survey control.
 HV8822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8822.See file dsdata.txt to determine how the superseded data were derived.
 HV8822
 HV8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH155957(NAD 83)
 HV8822_MARKER: DR = REFERENCE MARK DISK
 HV8822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8822_SP_SET: CONCRETE POST
 HV8822_STAMPING: BUSH 1957 NO 5 1983
 HV8822_MARK LOGO: NGS   
 HV8822_PROJECTION: RECESSED 2 CENTIMETERS
 HV8822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8822+STABILITY: SURFACE MOTION
 HV8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8822+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2003
 HV8822
 HV8822  HISTORY     - Date     Condition        Report By
 HV8822  HISTORY     - 1983     MONUMENTED       NGS
 HV8822  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV8822  HISTORY     - 20031225 GOOD             GEOCAC
 HV8822
 HV8822                          STATION DESCRIPTION
 HV8822
 HV8822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8822'6.4 KM (4.00 MI) SW FROM SPRINGFIELD.
 HV8822'3.4 MILES EAST ON FRANCONIA ROAD, COUNTY ROUTE 644, FROM THE JUNCTION
 HV8822'WITH BACKLICK ROAD, COUNTY ROUTE 617, IN SPRINGFIELD, TO WESTCHESTER
 HV8822'ROAD, COUNTY ROUTE 782, ON THE LEFT, THENCE NORTHERLY ON WESTCHESTER
 HV8822'ROAD FOR 0.3 MILE TO THE BUSH HILL SCHOOL PARKING LOT, THENCE
 HV8822'NORTHEAST ACROSS THE SCHOOL PLAYGROUND FOR ABOUT 400 FEET TO THE
 HV8822'MARK, 6.25 METERS NORTHWEST OF A 12-INCH LEANING OAK TREE WITH A
 HV8822'BLAZE, 6.7 METERS WEST OF AN 8-INCH OAK TREE AND 7.54 METERS
 HV8822'SOUTHEAST OF THE MOST EASTERLY METAL POST OF A BASEBALL BACKSTOP.
 HV8822
 HV8822                          STATION RECOVERY (1997)
 HV8822
 HV8822'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV8822'MARK NOT FOUND.
 HV8822
 HV8822                          STATION RECOVERY (2003)
 HV8822
 HV8822'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8822'STATION LOCATED USING 1983 DESCRIPTION. MOST EASTERLY METAL POST ON
 HV8822'BACKSTOP MAY ALSO BE DESCRIBED AS 2ND FROM END ON THIRD BASE SIDE.
 HV8822'STATION DISK IS APPROXIMATELY HALFWAY BETWEEN THAT POST AND LEANING
 HV8822'TREE, AND APPROXIMATELY 1.5 FEET NORTH OF A STRAIGHT LINE BETWEEN
 HV8822'THOSE TWO POINTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6893 ***********************************************************************
 HV6893  DESIGNATION -  BUSHFIELD 1932
 HV6893  PID         -  HV6893
 HV6893  STATE/COUNTY-  VA/WESTMORELAND
 HV6893  USGS QUAD   -  MACHODOC (1982)
 HV6893
 HV6893                         *CURRENT SURVEY CONTROL
 HV6893  ___________________________________________________________________
 HV6893* NAD 83(1993)-  38 07 01.98553(N)    076 42 23.55933(W)     ADJUSTED  
 HV6893* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6893  ___________________________________________________________________
 HV6893  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 HV6893  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HV6893
 HV6893  HORZ ORDER  -  THIRD
 HV6893
 HV6893.The horizontal coordinates were established by classical geodetic methods
 HV6893.and adjusted by the National Geodetic Survey in November 1994..
 HV6893
 HV6893.The orthometric height was scaled from a topographic map.
 HV6893
 HV6893.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6893
 HV6893.The geoid height was determined by GEOID03.
 HV6893
 HV6893;                    North         East     Units Scale Factor Converg.
 HV6893;SPC VA N     - 2,051,546.403 3,657,260.401   MT  0.99998625   +1 07 09.6
 HV6893;SPC VA N     - 6,730,781.82 11,998,861.83   sFT  0.99998625   +1 07 09.6
 HV6893;SPC VA S     - 1,199,470.583 3,657,267.973   MT  1.00003094   +1 05 18.6
 HV6893;SPC VA S     - 3,935,263.07 11,998,886.67   sFT  1.00003094   +1 05 18.6
 HV6893;UTM  18      - 4,220,196.174   350,403.459   MT  0.99987562   -1 03 13.0
 HV6893
 HV6893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6893!SPC VA N     -   1.00000505  x   0.99998625  =   0.99999130
 HV6893!SPC VA S     -   1.00000505  x   1.00003094  =   1.00003599
 HV6893!UTM  18      -   1.00000505  x   0.99987562  =   0.99988067
 HV6893
 HV6893:                Primary Azimuth Mark                     Grid Az
 HV6893:SPC VA N     -  BEALE 1932                               226 18 02.7
 HV6893:SPC VA S     -  BEALE 1932                               226 19 53.7
 HV6893:UTM  18      -  BEALE 1932                               228 28 25.3
 HV6893
 HV6893|---------------------------------------------------------------------|
 HV6893| PID    Reference Object                     Distance      Geod. Az  |
 HV6893|                                                           dddmmss.s |
 HV6893| HV6890 BEALE 1932                          APPROX. 0.6 KM 2272512.3 |
 HV6893|---------------------------------------------------------------------|
 HV6893
 HV6893                          SUPERSEDED SURVEY CONTROL
 HV6893
 HV6893  NAD 83(1993)-  38 07 01.98388(N)    076 42 23.56404(W) AD(       ) 3
 HV6893  NAD 83(1986)-  38 07 01.98571(N)    076 42 23.57604(W) AD(       ) 3
 HV6893  NAD 27      -  38 07 01.51000(N)    076 42 24.67300(W) AD(       ) 3
 HV6893
 HV6893.Superseded values are not recommended for survey control.
 HV6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6893.See file dsdata.txt to determine how the superseded data were derived.
 HV6893
 HV6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5040320196(NAD 83)
 HV6893_MARKER: Z = SEE DESCRIPTION
 HV6893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6893+STABILITY: SURFACE MOTION
 HV6893
 HV6893  HISTORY     - Date     Condition        Report By
 HV6893  HISTORY     - 1932     MONUMENTED       VACF
 HV6893  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6893  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6893  HISTORY     - 19981114 GOOD             USPSQD
 HV6893  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6893
 HV6893                          STATION DESCRIPTION
 HV6893
 HV6893'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6893'STATION IS AT THE FOOT OF THE SLOPE OF THE BANK S OF A GLADE
 HV6893'RUNNING UP IN TO THE HIGH LAND IN WHAT IS KNOWN AS BUSHFIELD BEND.
 HV6893'
 HV6893'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6893'SURROUNDED NEAR THE SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.
 HV6893
 HV6893                          STATION RECOVERY (1942)
 HV6893
 HV6893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6893'THE STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR TWO HOURS
 HV6893'BUT NO TRACE OF IT COULD BE FOUND.  THERE IS EVIDENCE OF EROSION.
 HV6893'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6893
 HV6893                          STATION RECOVERY (1957)
 HV6893
 HV6893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6893'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  THE SPRUCE
 HV6893'TREE IS GONE.  THE CEDAR TREE WAS BELIEVED TO HAVE BEEN FOUND. THE
 HV6893'AREA WAS DUG TO A DEPTH OF 18 INCHES, BUT THE STATION WAS NOT
 HV6893'FOUND.  THE STATION IS BELIEVED TO BE INTACT, BUT COVERED-OVER BY
 HV6893'SAND AND DEBRIS.
 HV6893
 HV6893                          STATION RECOVERY (1998)
 HV6893
 HV6893'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6893'RECOVERED IN GOOD CONDITION.
 HV6893
 HV6893                          STATION RECOVERY (2003)
 HV6893
 HV6893'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3757 ***********************************************************************
 GV3757  DESIGNATION -  BUSSEL
 GV3757  PID         -  GV3757
 GV3757  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3757  USGS QUAD   -  REEDVILLE (1992)
 GV3757
 GV3757                         *CURRENT SURVEY CONTROL
 GV3757  ___________________________________________________________________
 GV3757* NAD 83(1993)-  37 48 48.56852(N)    076 18 26.91886(W)     ADJUSTED  
 GV3757* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3757  ___________________________________________________________________
 GV3757  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 GV3757  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 GV3757
 GV3757  HORZ ORDER  -  THIRD
 GV3757
 GV3757.The horizontal coordinates were established by classical geodetic methods
 GV3757.and adjusted by the National Geodetic Survey in November 1994..
 GV3757
 GV3757.The orthometric height was scaled from a topographic map.
 GV3757
 GV3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3757
 GV3757.The geoid height was determined by GEOID03.
 GV3757
 GV3757;                    North         East     Units Scale Factor Converg.
 GV3757;SPC VA S     - 1,166,505.985 3,693,039.287   MT  0.99997563   +1 19 50.5
 GV3757;SPC VA S     - 3,827,111.72 12,116,246.39   sFT  0.99997563   +1 19 50.5
 GV3757;UTM  18      - 4,185,926.957   384,914.349   MT  0.99976313   -0 48 06.1
 GV3757
 GV3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3757!SPC VA S     -   1.00000548  x   0.99997563  =   0.99998110
 GV3757!UTM  18      -   1.00000548  x   0.99976313  =   0.99976860
 GV3757
 GV3757|---------------------------------------------------------------------|
 GV3757| PID    Reference Object                     Distance      Geod. Az  |
 GV3757|                                                           dddmmss.s |
 GV3757| GV3763 CRANES CREEK CHANNEL DAY BCN 2      263.017 METERS 03715     |
 GV3757| GV3779 INGRAM                              APPROX. 1.6 KM 0564340.5 |
 GV3757| GV3801 FLEET POINT LIGHT 1955              APPROX. 1.8 KM 1014945.6 |
 GV3757| DC9039 BUSSEL RM 1                                        22246     |
 GV3757| DC9040 BUSSEL RM 2                                        26828     |
 GV3757| GV3764 CRANES CREEK CHANNEL DAY BCN 4      358.495 METERS 34105     |
 GV3757|---------------------------------------------------------------------|
 GV3757
 GV3757                          SUPERSEDED SURVEY CONTROL
 GV3757
 GV3757  NAD 83(1993)-  37 48 48.57440(N)    076 18 26.93309(W) AD(       ) 3
 GV3757  NAD 83(1986)-  37 48 48.57331(N)    076 18 26.94155(W) AD(       ) 3
 GV3757  NAD 27      -  37 48 48.10700(N)    076 18 28.13600(W) AD(       ) 3
 GV3757
 GV3757.Superseded values are not recommended for survey control.
 GV3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3757.See file dsdata.txt to determine how the superseded data were derived.
 GV3757
 GV3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8491485927(NAD 83)
 GV3757_MARKER: DS = TRIANGULATION STATION DISK
 GV3757_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3757_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV3757
 GV3757  HISTORY     - Date     Condition        Report By
 GV3757  HISTORY     - 1955     MONUMENTED       CGS
 GV3757  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3757  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3757
 GV3757                          STATION DESCRIPTION
 GV3757
 GV3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3757'STATION IS LOCATED ON THE W SIDE OF INGRAM BAY, MOUTH OF THE
 GV3757'ENTRANCE TO CRANE CREEK, ON BUSSEL POINT, ABOUT 300 M. S
 GV3757'OF THE N TIP OF BUSSEL POINT, 8.4 M. W OF THE HIGH-WATERLINE,
 GV3757'11.5 M. S OF THE INSHORE END OF A WOODEN JETTY, 10.2 M. N OF
 GV3757'A 15-IN. PINE TREE, AND 5 M. S OF AN 8-IN PINE TREE.
 GV3757'
 GV3757'STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS, SET IN
 GV3757'THE TOP OF 6-IN. TERRA-COTTA TILES FILLED WITH CONCRETE.
 GV3757'ALL MARKS PROJECTS APPROXIMATELY 6 IN. ABOVE THE SURFACE OF
 GV3757'THE GROUND.
 GV3757'
 GV3757'STATION WAS REACHED BY BOAT.
 GV3757
 GV3757                          STATION RECOVERY (1995)
 GV3757
 GV3757'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3757'MARK NOT FOUND.
 GV3757
 GV3757                          STATION RECOVERY (2002)
 GV3757
 GV3757'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9419 ***********************************************************************
 AA9419  DESIGNATION -  BUSTED ROCK
 AA9419  PID         -  AA9419
 AA9419  STATE/COUNTY-  VA/PATRICK
 AA9419  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9419
 AA9419                         *CURRENT SURVEY CONTROL
 AA9419  ___________________________________________________________________
 AA9419* NAD 83(1993)-  36 39 51.95920(N)    080 26 25.60412(W)     ADJUSTED  
 AA9419* NAVD 88     -       821.0    (meters)    2694.     (feet)  GPS OBS   
 AA9419  ___________________________________________________________________
 AA9419  X           -     850,782.015 (meters)                     COMP
 AA9419  Y           -  -5,051,810.045 (meters)                     COMP
 AA9419  Z           -   3,788,058.011 (meters)                     COMP
 AA9419  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA9419  ELLIP HEIGHT-         788.76  (meters)          (05/17/02) GPS OBS
 AA9419  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AA9419
 AA9419  HORZ ORDER  -  FIRST
 AA9419  ELLP ORDER  -  FOURTH    CLASS II
 AA9419
 AA9419.The horizontal coordinates were established by GPS observations
 AA9419.and adjusted by the National Geodetic Survey in December 1995..
 AA9419
 AA9419.The orthometric height was determined by GPS observations and a
 AA9419.high-resolution geoid model.
 AA9419
 AA9419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9419
 AA9419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9419
 AA9419.The ellipsoidal height was determined by GPS observations
 AA9419.and is referenced to NAD 83.
 AA9419
 AA9419.The geoid height was determined by GEOID03.
 AA9419
 AA9419;                    North         East     Units Scale Factor Converg.
 AA9419;SPC VA S     - 1,038,526.685 3,326,530.368   MT  1.00002013   -1 10 39.7
 AA9419;SPC VA S     - 3,407,232.97 10,913,791.72   sFT  1.00002013   -1 10 39.7
 AA9419;UTM  17      - 4,057,793.705   550,005.111   MT  0.99963081   +0 20 02.9
 AA9419
 AA9419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9419!SPC VA S     -   0.99987623  x   1.00002013  =   0.99989636
 AA9419!UTM  17      -   0.99987623  x   0.99963081  =   0.99950708
 AA9419
 AA9419                          SUPERSEDED SURVEY CONTROL
 AA9419
 AA9419  ELLIP H (12/05/95)  788.86   (m)                       GP(       ) 4 2
 AA9419
 AA9419.Superseded values are not recommended for survey control.
 AA9419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9419.See file dsdata.txt to determine how the superseded data were derived.
 AA9419
 AA9419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5000557794(NAD 83)
 AA9419_MARKER: DD = SURVEY DISK
 AA9419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9419_STAMPING: 1340 BUSTED ROCK VA LS 1718 1995
 AA9419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9419+STABILITY: SURFACE MOTION
 AA9419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9419+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9419
 AA9419  HISTORY     - Date     Condition        Report By
 AA9419  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9419
 AA9419                          STATION DESCRIPTION
 AA9419
 AA9419'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9419'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON PRIMLAND
 AA9419'PROPERTY ABOUT 2.2 MILES NORTH OF THE TOWN OF KIBLER.  TO REACH THE
 AA9419'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 610
 AA9419'PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO
 AA9419'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9419'BUSTED ROCK ROAD A DISTANCE OF 4.3 MILES TO THE STATION ON THE LEFT
 AA9419'NEAR THE END OF BUSTED ROCK ROAD. OBTAIN PERMISSION TO CROSS PRIMLAND
 AA9419'FROM LARRY MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA 24076, TELEPHONE
 AA9419'NUMBER (703) 251-8018, EXTENSION 243.  THE STATION IS A STANDARD 3 1/4
 AA9419'INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AA9419'FLUSH WITH THE GROUND AND STAMPED 1340 BUSTED ROCK VA LS 1718 1995.
 AA9419'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9419'85.5 FEET AZIMUTH 91 DEGREES TO A NAIL IN THE SIDE OF A 16 INCH CLUMP
 AA9419'BIRCH TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE,
 AA9419'(2)60.6 FEET AZIMUTH 218 DEGREES TO A NAIL IN THE SIDE OF A 15 OAK
 AA9419'TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE, (3) 70.5
 AA9419'FEET AZIMUTH 357 DEGREES TO A NAIL IN THE SIDE OF A 12 INCH OAK TREE
 AA9419'MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE, (4)2.0 FEET
 AA9419'NORTH FROM A WHITE CARSONITE WITNESS POST, AND (5)18.5 FEET SOUTHWEST
 AA9419'FROM THE CENTERLINE OF BUSTED ROCK ROAD (GRAVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1313 ***********************************************************************
 FW1313  DESIGNATION -  BUTCH 1898
 FW1313  PID         -  FW1313
 FW1313  STATE/COUNTY-  VA/ACCOMACK
 FW1313  USGS QUAD   -  NANDUA CREEK (1968)
 FW1313
 FW1313                         *CURRENT SURVEY CONTROL
 FW1313  ___________________________________________________________________
 FW1313* NAD 83(1993)-  37 38 47.18805(N)    075 53 36.68256(W)     ADJUSTED  
 FW1313* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1313  ___________________________________________________________________
 FW1313  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FW1313  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW1313
 FW1313  HORZ ORDER  -  THIRD
 FW1313
 FW1313.The horizontal coordinates were established by classical geodetic methods
 FW1313.and adjusted by the National Geodetic Survey in November 1994..
 FW1313
 FW1313.The orthometric height was scaled from a topographic map.
 FW1313
 FW1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1313
 FW1313.The geoid height was determined by GEOID03.
 FW1313
 FW1313;                    North         East     Units Scale Factor Converg.
 FW1313;SPC VA S     - 1,148,898.923 3,729,988.968   MT  0.99995722   +1 34 55.0
 FW1313;SPC VA S     - 3,769,345.88 12,237,472.14   sFT  0.99995722   +1 34 55.0
 FW1313;UTM  18      - 4,166,963.537   421,175.119   MT  0.99967653   -0 32 44.8
 FW1313
 FW1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1313!SPC VA S     -   1.00000575  x   0.99995722  =   0.99996297
 FW1313!UTM  18      -   1.00000575  x   0.99967653  =   0.99968228
 FW1313
 FW1313                          SUPERSEDED SURVEY CONTROL
 FW1313
 FW1313  NAD 83(1993)-  37 38 47.18985(N)    075 53 36.69841(W) AD(       ) 3
 FW1313  NAD 83(1986)-  37 38 47.18889(N)    075 53 36.71293(W) AD(       ) 3
 FW1313  NAD 27      -  37 38 46.75900(N)    075 53 37.93700(W) AD(       ) 3
 FW1313
 FW1313.Superseded values are not recommended for survey control.
 FW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1313.See file dsdata.txt to determine how the superseded data were derived.
 FW1313
 FW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2117566964(NAD 83)
 FW1313_MARKER: N = NAIL
 FW1313_SETTING: 0 = UNSPECIFIED SETTING
 FW1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1313
 FW1313  HISTORY     - Date     Condition        Report By
 FW1313  HISTORY     - 1898     MONUMENTED       CGS
 FW1313  HISTORY     - 1900     GOOD             CGS
 FW1313  HISTORY     - 1904     GOOD             CGS
 FW1313  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1313  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1313
 FW1313                          STATION DESCRIPTION
 FW1313
 FW1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (PAW)
 FW1313'STATION BUTCH RECOVERED IN GOOD CONDITION, AND A LARGE 50-FOOT
 FW1313'SIGNAL ERECTED.  STATION IS MARKED BY STAKE WITH NAIL IN
 FW1313'CENTER SURROUNDED BY DRAIN TILE, AND IS LOCATED ON NARROW
 FW1313'STRIP OF BEACH EXTENDING ABOUT 500 YARDS S TO NANDUA CREEK.
 FW1313'
 FW1313'SAID STATION IS 60 FEET FROM HIGH-WATER MARK CHESAPEAKE
 FW1313'BAY AND 140 FEET FROM MIDDLE MARSH COVE, FIRST COVE ON N
 FW1313'SHORE OF NANDUA CREEK, AND BOUNDS BEACH ON EASTERN SIDE.
 FW1313'
 FW1313'FISHERMANS SHANTY BEARS NNE 1/4 E DISTANT 200 YARDS.
 FW1313'
 FW1313'FISHERMANS SHANTY BEARS SW 3/4 S DISTANT 475 YRDS.
 FW1313'
 FW1313'NO OTHER OBJECTS WERE AVAILABLE FROM WHICH BEARINGS OR DISTANCES
 FW1313'COULD BE DETERMINED.
 FW1313
 FW1313                          STATION RECOVERY (1904)
 FW1313
 FW1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1313'STATION RECOVERED IN GOOD SHAPE.  SIGNAL STANDS AND IS IN
 FW1313'FAIRLY GOOD REPAIR.
 FW1313
 FW1313                          STATION RECOVERY (1942)
 FW1313
 FW1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1313'THE STATION IS LOST.  ABOUT 2-1/2 HOURS WERE SPENT TRYING
 FW1313'TO LOCATE THIS STATION.  REFERENCE MARKS COULD NOT BE FOUND
 FW1313'AND FISHERMANS HOUSE ON BEACH IS DESTROYED.
 FW1313
 FW1313                          STATION RECOVERY (1958)
 FW1313
 FW1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (MEW)
 FW1313'STATION DESTROYED AS PREVIOUSLY REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1314 ***********************************************************************
 FW1314  DESIGNATION -  BUTCH 2 1914
 FW1314  PID         -  FW1314
 FW1314  STATE/COUNTY-  VA/ACCOMACK
 FW1314  USGS QUAD   -  NANDUA CREEK (1968)
 FW1314
 FW1314                         *CURRENT SURVEY CONTROL
 FW1314  ___________________________________________________________________
 FW1314* NAD 83(1993)-  37 38 47.16803(N)    075 53 36.69545(W)     ADJUSTED  
 FW1314* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1314  ___________________________________________________________________
 FW1314  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FW1314  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW1314
 FW1314  HORZ ORDER  -  THIRD
 FW1314
 FW1314.The horizontal coordinates were established by classical geodetic methods
 FW1314.and adjusted by the National Geodetic Survey in November 1994..
 FW1314
 FW1314.The orthometric height was scaled from a topographic map.
 FW1314
 FW1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1314
 FW1314.The geoid height was determined by GEOID03.
 FW1314
 FW1314;                    North         East     Units Scale Factor Converg.
 FW1314;SPC VA S     - 1,148,898.297 3,729,988.670   MT  0.99995722   +1 34 55.0
 FW1314;SPC VA S     - 3,769,343.83 12,237,471.16   sFT  0.99995722   +1 34 55.0
 FW1314;UTM  18      - 4,166,962.923   421,174.797   MT  0.99967653   -0 32 44.8
 FW1314
 FW1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1314!SPC VA S     -   1.00000575  x   0.99995722  =   0.99996297
 FW1314!UTM  18      -   1.00000575  x   0.99967653  =   0.99968228
 FW1314
 FW1314:                Primary Azimuth Mark                     Grid Az
 FW1314:SPC VA S     -  FLAGPOLE                                 024 00 48.0
 FW1314:UTM  18      -  FLAGPOLE                                 026 08 27.8
 FW1314
 FW1314|---------------------------------------------------------------------|
 FW1314| PID    Reference Object                     Distance      Geod. Az  |
 FW1314|                                                           dddmmss.s |
 FW1314| FW1244 FLAGPOLE                            APPROX. 4.9 KM 0253543.0 |
 FW1314| FW1311 PUNGOTEAGUE CREEK BEACON            APPROX. 1.9 KM 3482453.7 |
 FW1314|---------------------------------------------------------------------|
 FW1314
 FW1314                          SUPERSEDED SURVEY CONTROL
 FW1314
 FW1314  NAD 83(1993)-  37 38 47.17000(N)    075 53 36.71113(W) AD(       ) 3
 FW1314  NAD 83(1986)-  37 38 47.16883(N)    075 53 36.72584(W) AD(       ) 3
 FW1314  NAD 27      -  37 38 46.72600(N)    075 53 37.96600(W) AD(       ) 3
 FW1314
 FW1314.Superseded values are not recommended for survey control.
 FW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1314.See file dsdata.txt to determine how the superseded data were derived.
 FW1314
 FW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2117566963(NAD 83)
 FW1314_MARKER: K = CLAY TILE PIPE
 FW1314_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FW1314_SP_SET: OBJECT IMBEDDED IN GROUND
 FW1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1314
 FW1314  HISTORY     - Date     Condition        Report By
 FW1314  HISTORY     - 1914     MONUMENTED       CGS
 FW1314  HISTORY     - 1953     MARK NOT FOUND   CGS
 FW1314
 FW1314                          STATION DESCRIPTION
 FW1314
 FW1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (OWF)
 FW1314'STATION BUTCH 1898 IS AS LAST DESCRIBED ON THE SAND RIDGE
 FW1314'OR TAIL OF LAND AT THE UPPER SIDE OF THE MOUTH OF NANDUA
 FW1314'CREEK LYING BETWEEN THE BAY AND THE FLAT BACK BAY EXTENDING
 FW1314'UP N FROM NANDUA CREEK.
 FW1314'
 FW1314'TRIANGULATION STATION IS 11.5 METERS BACK FROM THE TOP OF
 FW1314'BANK ON THE HIGHEST PART OF THE SAND RIDGE ABOUT 8 FEET ABOVE
 FW1314'MEAN TIDE.
 FW1314'
 FW1314'STATION MARK IS A 4-INCH TILE PIPE WITH TOP 10 INCHES BELOW
 FW1314'SURFACE.
 FW1314'
 FW1314'REFERENCE MARK NO. 1 IS SW CORNER OF FISHERMANS HOUSE DISTANT
 FW1314'148.62 METERS ON A LINE 32 DEG 47 MIN 10 SEC TO RIGHT OF LINE
 FW1314'TO PUNGOTEAGUE LIGHT.
 FW1314'
 FW1314'REFERENCE MARK NO. 2 IS CENTER SPIKE IN TOP OF A 3-FOOT BY
 FW1314'3-INCH IRON PIPE SPREAD AT BOTTOM AND SET IN CEMENT ON A MOUND.
 FW1314'PIPE STANDS 6 INCHES ABOVE SURFACE AND IS DISTANT 43.484
 FW1314'METERS ON A LINE 151 DEG 56 MIN 17 SEC TO RIGHT OF PUNGOTEAGUE
 FW1314'LIGHT.
 FW1314'
 FW1314'REFERENCE MARK NO. 3 IS NE CORNER OF FISHERMANS HOUSE ON BEACH,
 FW1314'DISTANT 239.53 METERS ON A LINE 221 DEG 56 MIN 22 SEC TO RIGHT
 FW1314'OF LINE TO PUNGATEAGUE.
 FW1314
 FW1314                          STATION RECOVERY (1953)
 FW1314
 FW1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1314'STATION AND REFERENCE MARKS NOT RECOVERED AFTER A FOUR-HOUR
 FW1314'SEARCH BY TWO MEN.  THE SHORELINE IN THIS AREA HAS BEEN RECEDING
 FW1314'AT A FAST RATE DURING RECENT YEARS.  FISHERMAN STATES THAT
 FW1314'THE FISHERMANS SHACK HAS BEEN MOVED BACK FROM THE ERODING BEACH
 FW1314'TWICE IN THE PAST FIFTEEN YEARS.
 FW1314'
 FW1314'IT IS BELIEVED THIS STATION AND REFERENCE MARKS ARE ALL LOST
 FW1314'THROUGH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0943 ***********************************************************************
 FW0943  DESIGNATION -  BUTLER
 FW0943  PID         -  FW0943
 FW0943  STATE/COUNTY-  VA/NORTHAMPTON
 FW0943  USGS QUAD   -  TOWNSEND (1989)
 FW0943
 FW0943                         *CURRENT SURVEY CONTROL
 FW0943  ___________________________________________________________________
 FW0943* NAD 83(1993)-  37 09 55.70955(N)    075 58 58.13930(W)     ADJUSTED  
 FW0943* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0943  ___________________________________________________________________
 FW0943  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FW0943  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FW0943
 FW0943  HORZ ORDER  -  THIRD
 FW0943
 FW0943.The horizontal coordinates were established by classical geodetic methods
 FW0943.and adjusted by the National Geodetic Survey in September 1995..
 FW0943
 FW0943.The orthometric height was scaled from a topographic map.
 FW0943
 FW0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0943
 FW0943.The geoid height was determined by GEOID03.
 FW0943
 FW0943;                    North         East     Units Scale Factor Converg.
 FW0943;SPC VA S     - 1,095,326.660 3,723,534.925   MT  0.99995158   +1 31 39.9
 FW0943;SPC VA S     - 3,593,584.22 12,216,297.50   sFT  0.99995158   +1 31 39.9
 FW0943;UTM  18      - 4,113,681.434   412,741.553   MT  0.99969379   -0 35 37.6
 FW0943
 FW0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0943!SPC VA S     -   1.00000587  x   0.99995158  =   0.99995745
 FW0943!UTM  18      -   1.00000587  x   0.99969379  =   0.99969965
 FW0943
 FW0943|---------------------------------------------------------------------|
 FW0943| PID    Reference Object                     Distance      Geod. Az  |
 FW0943|                                                           dddmmss.s |
 FW0943| DC7873 BUTLER RM 1                                        01150     |
 FW0943| DC7874 BUTLER RM 2                                        04911     |
 FW0943| DC7875 BUTLER RM 3                                        09050     |
 FW0943| FW0945 CAMP                                APPROX. 2.7 KM 1620231.5 |
 FW0943| FW0932 SHANTY OR HUT                       APPROX. 9.3 KM 1665820.5 |
 FW0943| FW0925 FISH HYDRO                          APPROX. 9.1 KM 1714747.4 |
 FW0943| GV3901 OLD PLANTATION FLATS LH 1887        APPROX. 9.0 KM 3210008.0 |
 FW0943|---------------------------------------------------------------------|
 FW0943
 FW0943                          SUPERSEDED SURVEY CONTROL
 FW0943
 FW0943  NAD 83(1986)-  37 09 55.71152(N)    075 58 58.17449(W) AD(       ) 3
 FW0943  NAD 27      -  37 09 55.20900(N)    075 58 59.42600(W) AD(       ) 3
 FW0943
 FW0943.Superseded values are not recommended for survey control.
 FW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0943.See file dsdata.txt to determine how the superseded data were derived.
 FW0943
 FW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1274213681(NAD 83)
 FW0943
 FW0943  HISTORY     - Date     Condition        Report By
 FW0943  HISTORY     - 1887     MONUMENTED       CGS
 FW0943  HISTORY     - 1913     GOOD             CGS
 FW0943  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW0943
 FW0943                          STATION DESCRIPTION
 FW0943
 FW0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 FW0943'STATION BUTLER WAS TAKEN TO BE A LARGE WHITE PINE SCANTLING STAKE,
 FW0943'STANDING 10 FEET BACK FROM TOP ANGLE OF BANK 45 TO 50 FEET
 FW0943'HIGH AND IN ALL RESPECTS VERY MUCH LIKE THE INDEFINITE DESCRIPTION
 FW0943'FURNISHED.  TWO OF THE OLD CEDAR BEARING MARKS WERE FOUND.  THE
 FW0943'UPRIVER ONE, ABOUT 10 INCHES DIAMETER (NOW DEAD) SHOWING THE OLD
 FW0943'BLAZE AND MARK, SECOND MARK ON THE SMALL 7-INCH BRANCH, OF
 FW0943'DOUBLE CEDAR (NOW DEAD) BUT SHOWING MARK AND NAILS WELL, ALSO
 FW0943'FOUND A 4-INCH TILE SET BACK IN WOODS IN SAND AND NOT FILLED
 FW0943'WITH ANYTHING, NOW FILLED WITH AND SUPPORTED IN BED OF
 FW0943'CEMENT.  THE DISTANCES GIVEN DO NOT AGREE AND ARE ONLY TO
 FW0943'EVEN FEET AND MANY HAVE BEEN GUESSED.
 FW0943'
 FW0943'REFERENCE MARK NO. 1 IS OLD BLAZE ON 10-INCH CEDAR 4-1/2 FEET
 FW0943'ABOVE GROUND, DISTANT 6.696 METERS ON LINE 195 DEG 23 MIN 19 SEC
 FW0943'TO RIGHT OF LINE TO TRIANGULATION STATION TANK.
 FW0943'
 FW0943'REFERENCE MARK NO. 2 IS CENTER OF TERRA-COTTA PIPE SET AS
 FW0943'ABOVE, IN PINE WOODS, DISTANT 21.903 METERS ON LINE 232 DEG 44
 FW0943'MIN 20 SEC TO RIGHT OF LINE TO TRIANGULATION STATION TANK.
 FW0943'
 FW0943'REFERENCE MARK NO. 3 IS NAIL IN CENTER OF OLD TRIANGLE ON 7-INCH
 FW0943'BRANCH OF DOUBLE CEDAR, DISTANT 5.438 METERS ON LINE 274 DEG 23
 FW0943'MIN 16 SEC TO RIGHT OF LINE TO TRIANGULATION STATION TANK.
 FW0943'
 FW0943'TRIANGULATION STATION BUTLER IS MARKED WITH A 8 BY 8 BY 24-INCH
 FW0943'CEMENT BLOCK SET IN CEMENT.  IT BEARS THE REGULATION DISK WITH
 FW0943'LEGEND AND TRIANGLE MARKING CENTER, REINFORCED IN TOP AND CENTER.
 FW0943'SUBSURFACE MARK IS THE NOZZLE OF A PINT BOTTLE.
 FW0943
 FW0943                          STATION RECOVERY (1934)
 FW0943
 FW0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0943'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND.  THE BLUFF
 FW0943'IN THIS VICINITY SHOWS SIGNS OF EROSION AND IT IS PROBABLE THAT
 FW0943'THE MARKS HAVE BEEN DESTROYED IN YEARS PAST.  THE RECOVERY OF THE
 FW0943'EXACT LOCATION OF THE STATION WAS VERY UNCERTAIN DUE TO THE
 FW0943'INDEFINITE DESCRIPTION, BUT SINCE THE MARK WAS ONLY 10 FEET BACK
 FW0943'FROM THE EDGE OF THE HIGH BLUFF, IT HAS ALMOST CERTAINLY BEEN
 FW0943'WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1116 ***********************************************************************
 FW1116  DESIGNATION -  BUTLER 2 VFC 1936
 FW1116  PID         -  FW1116
 FW1116  STATE/COUNTY-  VA/ACCOMACK
 FW1116  USGS QUAD   -  SAXIS (1968)
 FW1116
 FW1116                         *CURRENT SURVEY CONTROL
 FW1116  ___________________________________________________________________
 FW1116* NAD 83(1993)-  37 56 07.13128(N)    075 43 07.49764(W)     ADJUSTED  
 FW1116* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1116  ___________________________________________________________________
 FW1116  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FW1116  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 FW1116
 FW1116  HORZ ORDER  -  THIRD
 FW1116
 FW1116.The horizontal coordinates were established by classical geodetic methods
 FW1116.and adjusted by the National Geodetic Survey in November 1994..
 FW1116
 FW1116.The orthometric height was scaled from a topographic map.
 FW1116
 FW1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1116
 FW1116.The geoid height was determined by GEOID03.
 FW1116
 FW1116;                    North         East     Units Scale Factor Converg.
 FW1116;SPC VA S     - 1,181,386.984 3,744,461.778   MT  0.99999443   +1 41 16.8
 FW1116;SPC VA S     - 3,875,933.80 12,284,955.02   sFT  0.99999443   +1 41 16.8
 FW1116;SPC MD       -    30,612.128   512,639.874   MT  1.00008343   +0 48 15.0
 FW1116;SPC MD       -   100,433.29  1,681,885.99   sFT  1.00008343   +0 48 15.0
 FW1116;UTM  18      - 4,198,881.594   436,839.930   MT  0.99964913   -0 26 30.8
 FW1116
 FW1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1116!SPC VA S     -   1.00000557  x   0.99999443  =   1.00000000
 FW1116!SPC MD       -   1.00000557  x   1.00008343  =   1.00008900
 FW1116!UTM  18      -   1.00000557  x   0.99964913  =   0.99965470
 FW1116
 FW1116:                Primary Azimuth Mark                     Grid Az
 FW1116:SPC VA S     -  MATTHEWS                                 051 34 11.6
 FW1116:SPC MD       -  MATTHEWS                                 052 27 13.4
 FW1116:UTM  18      -  MATTHEWS                                 053 41 59.2
 FW1116
 FW1116|---------------------------------------------------------------------|
 FW1116| PID    Reference Object                     Distance      Geod. Az  |
 FW1116|                                                           dddmmss.s |
 FW1116| FW1124 MATTHEWS                            408.305 METERS 0531528.4 |
 FW1116|---------------------------------------------------------------------|
 FW1116
 FW1116                          SUPERSEDED SURVEY CONTROL
 FW1116
 FW1116  NAD 83(1993)-  37 56 07.13160(N)    075 43 07.50109(W) AD(       ) 3
 FW1116  NAD 83(1986)-  37 56 07.12994(N)    075 43 07.52964(W) AD(       ) 3
 FW1116  NAD 27      -  37 56 06.68100(N)    075 43 08.78300(W) AD(       ) 3
 FW1116
 FW1116.Superseded values are not recommended for survey control.
 FW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1116.See file dsdata.txt to determine how the superseded data were derived.
 FW1116
 FW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3684098882(NAD 83)
 FW1116_MARKER: B = BOLT
 FW1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1116+STABILITY: SURFACE MOTION
 FW1116
 FW1116  HISTORY     - Date     Condition        Report By
 FW1116  HISTORY     - 1936     MONUMENTED       VACF
 FW1116  HISTORY     - 1942     GOOD             CGS
 FW1116  HISTORY     - 1951     GOOD             CGS
 FW1116
 FW1116                          STATION DESCRIPTION
 FW1116
 FW1116'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 FW1116'ON BUTLER POINT, SAXIS ISLAND, 15 YARDS S OF A LARGE DRAIN DITCH,
 FW1116'6 YARDS W OF ANOTHER DRAIN DITCH AND 38 YARDS FROM THE EDGE OF THE
 FW1116'MARSH NW AT HIGH WATER.  MARKED BY THE OLD MARKER OF FORMER STATION
 FW1116'BUTLER WITH IRON BOLT FOR CENTER.
 FW1116
 FW1116                          STATION RECOVERY (1942)
 FW1116
 FW1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1116'THE STATION IS LOCATED ON BUTLER POINT, SAXIS ISLAND, ABOUT
 FW1116'0.6 MILE N OF THE SAXIS POST OFFICE, ON A SMALL BUSH-COVERED
 FW1116'MARSH GROUND, 6.8 METERS W OF THE CENTER LINE OF A SMALL
 FW1116'DRAIN DITCH, 15 METERS S OF A LARGER DRAIN DITCH AND 31.7
 FW1116'METERS E OF THE HIGH-WATER LINE.
 FW1116'
 FW1116'THE STATION IS A 9-INCH SQUARE CONCRETE MONUMENT, WITH AN
 FW1116'IRON BOLT TO MARK THE CENTER, OVER WHICH IS ERECTED A TRIPOD,
 FW1116'WHICH EXTENDS ABOUT 6 FEET ABOVE THE GROUND.  THE MARK IS
 FW1116'IN GOOD CONDITION.
 FW1116
 FW1116                          STATION RECOVERY (1951)
 FW1116
 FW1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JB)
 FW1116'FOUND AS DESCRIBED IN GOOD CONDITION.  THE SKETCH BY THE
 FW1116'COMM. OF FISHERIES OF VIRGINIA MATERIALLY AIDED THE RECOVERY
 FW1116'OF STATION.  THE 1942 DESCRIPTION OF W.D.P. IS ADEQUATE
 FW1116'AND NO CHANGES OR ADDITIONS ARE RECOMMENDED.  HEAVY BRUSH
 FW1116'SURROUNDS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3314 ***********************************************************************
 GX3314  DESIGNATION -  BUTT
 GX3314  PID         -  GX3314
 GX3314  STATE/COUNTY-  VA/GILES
 GX3314  USGS QUAD   -  EGGLESTON (1985)
 GX3314
 GX3314                         *CURRENT SURVEY CONTROL
 GX3314  ___________________________________________________________________
 GX3314* NAD 83(1993)-  37 22 08.89019(N)    080 37 23.67477(W)     ADJUSTED  
 GX3314* NAVD 88     -      1285.9    (meters)    4219.     (feet)  VERTCON   
 GX3314  ___________________________________________________________________
 GX3314  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GX3314  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3314
 GX3314  HORZ ORDER  -  THIRD
 GX3314
 GX3314.The horizontal coordinates were established by classical geodetic methods
 GX3314.and adjusted by the National Geodetic Survey in September 1995..
 GX3314
 GX3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3314
 GX3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3314
 GX3314.The geoid height was determined by GEOID03.
 GX3314
 GX3314;                    North         East     Units Scale Factor Converg.
 GX3314;SPC VA S     - 1,117,062.805 3,311,950.256   MT  0.99994540   -1 17 19.1
 GX3314;SPC VA S     - 3,664,896.89 10,865,956.80   sFT  0.99994540   -1 17 19.1
 GX3314;UTM  17      - 4,135,889.694   533,359.674   MT  0.99961371   +0 13 43.2
 GX3314
 GX3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3314!SPC VA S     -   0.99980318  x   0.99994540  =   0.99974859
 GX3314!UTM  17      -   0.99980318  x   0.99961371  =   0.99941696
 GX3314
 GX3314|---------------------------------------------------------------------|
 GX3314| PID    Reference Object                     Distance      Geod. Az  |
 GX3314|                                                           dddmmss.s |
 GX3314| GX3315 BUTT 1964 RM 1                       13.987 METERS 07228     |
 GX3314| GX3319 HOGUE                               APPROX. 7.9 KM 2284033.6 |
 GX3314| DC3937 BUTT RM 2                             7.812 METERS 30558     |
 GX3314|---------------------------------------------------------------------|
 GX3314
 GX3314                          SUPERSEDED SURVEY CONTROL
 GX3314
 GX3314  NAD 83(1993)-  37 22 08.89304(N)    080 37 23.67360(W) AD(       ) 3
 GX3314  NAD 83(1986)-  37 22 08.89485(N)    080 37 23.67827(W) AD(       ) 3
 GX3314  NAD 27      -  37 22 08.44574(N)    080 37 24.44557(W) AD(       ) 3
 GX3314  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 GX3314
 GX3314.Superseded values are not recommended for survey control.
 GX3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3314.See file dsdata.txt to determine how the superseded data were derived.
 GX3314
 GX3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB3336035890(NAD 83)
 GX3314_MARKER: DS = TRIANGULATION STATION DISK
 GX3314_SETTING: 80 = SET IN A BOULDER
 GX3314_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3314
 GX3314  HISTORY     - Date     Condition        Report By
 GX3314  HISTORY     - 1964     MONUMENTED       CGS
 GX3314
 GX3314                          STATION DESCRIPTION
 GX3314
 GX3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3314'THE STATION IS LOCATED ON THE PROPERTY OF MR. BILL JAMISON
 GX3314'AND MRS. HAROLD KIRK, 5 MILES WEST-NORTHWEST OF MOUNTAIN
 GX3314'LAKE, 3-1/2 MILES NORTH OF PEMBROKE AND AT THE SITE OF BUTT
 GX3314'MOUNTAIN LOOKOUT TOWER NO. 59.
 GX3314'
 GX3314'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 700
 GX3314'AND 613 IN MOUNTAIN LAKE, TAKE STATE ROUTE 613 AND GO WESTERLY
 GX3314'FOR 1.1 MILES TO THE JUNCTION OF STATE ROUTES 613 AND 714,
 GX3314'TURN RIGHT ON STATE ROUTE 714 AND GO 4.0 MILES TO A METAL
 GX3314'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 3.05 MILES TO
 GX3314'A DIM ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.15
 GX3314'MILE TO THE LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 GX3314'
 GX3314'THE STATION MARK IS 59 FEET NORTH OF THE NORTH CORNER OF A
 GX3314'BLOCK BUILDING AND 11.4 FEET EAST OF A METAL WITNESS SIGN.
 GX3314'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN A BOULDER
 GX3314'AND IS STAMPED BUTT 1964.
 GX3314'
 GX3314'REFERENCE MARK NO. 1 IS SET AT THE INTERSECTION OF THE DIAGONALS
 GX3314'BETWEEN THE FOUR LOOKOUT TOWER LEGS.  IT IS A STANDARD DISK
 GX3314'CEMENTED IN A DRILLED HOLE IN BEDROCK WHICH IS ABOUT 1 FOOT
 GX3314'BELOW THE SURFACE AND IS STAMPED BUTT NO 1 1964.
 GX3314'
 GX3314'REFERENCE MARK NO. 2 IS 22.8 FEET NORTH OF A METAL WITNESS
 GX3314'SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 GX3314'A BOULDER AND IS STAMPED BUTT NO 2 1964.  THE BOULDER IS
 GX3314'4 BY 7 FEET.
 GX3314'
 GX3314'HEIGHT OF LIGHT ABOVE STATION MARK 14.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3315 ***********************************************************************
 GX3315  DESIGNATION -  BUTT 1964 RM 1
 GX3315  PID         -  GX3315
 GX3315  STATE/COUNTY-  VA/GILES
 GX3315  USGS QUAD   -  EGGLESTON (1985)
 GX3315
 GX3315                         *CURRENT SURVEY CONTROL
 GX3315  ___________________________________________________________________
 GX3315* NAD 83(1993)-  37 22 09.02684(N)    080 37 23.13271(W)     ADJUSTED  
 GX3315* NAVD 88     -      1285.2    (meters)    4217.     (feet)  VERTCON   
 GX3315  ___________________________________________________________________
 GX3315  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GX3315  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX3315
 GX3315  HORZ ORDER  -  SECOND
 GX3315
 GX3315.The horizontal coordinates were established by classical geodetic methods
 GX3315.and adjusted by the National Geodetic Survey in September 1995..
 GX3315
 GX3315.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3315
 GX3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3315
 GX3315.The geoid height was determined by GEOID03.
 GX3315
 GX3315;                    North         East     Units Scale Factor Converg.
 GX3315;SPC VA S     - 1,117,066.716 3,311,963.685   MT  0.99994540   -1 17 18.8
 GX3315;SPC VA S     - 3,664,909.72 10,866,000.86   sFT  0.99994540   -1 17 18.8
 GX3315;UTM  17      - 4,135,893.959   533,372.989   MT  0.99961372   +0 13 43.6
 GX3315
 GX3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3315!SPC VA S     -   0.99980328  x   0.99994540  =   0.99974870
 GX3315!UTM  17      -   0.99980328  x   0.99961372  =   0.99941708
 GX3315
 GX3315                          SUPERSEDED SURVEY CONTROL
 GX3315
 GX3315  NAD 83(1993)-  37 22 09.02969(N)    080 37 23.13154(W) AD(       ) 2
 GX3315  NAD 83(1986)-  37 22 09.03150(N)    080 37 23.13624(W) AD(       ) 2
 GX3315  NAD 27      -  37 22 08.58240(N)    080 37 23.90351(W) AD(       ) 2
 GX3315  NGVD 29 (07/19/86) 1285.3    (m)         4217.     (f) VERT ANG       
 GX3315
 GX3315.Superseded values are not recommended for survey control.
 GX3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3315.See file dsdata.txt to determine how the superseded data were derived.
 GX3315
 GX3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB3337335894(NAD 83)
 GX3315_MARKER: 57 = LOOKOUT TOWER
 GX3315
 GX3315  HISTORY     - Date     Condition        Report By
 GX3315  HISTORY     - 1964     FIRST OBSERVED   CGS
 GX3315
 GX3315                          STATION DESCRIPTION
 GX3315
 GX3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3315'THE STATION IS LOCATED 5 MILES WEST-NORTHWEST OF MOUNTAIN
 GX3315'LAKE AND 3-1/2 MILES NORTH OF PEMBROKE.
 GX3315'
 GX3315'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 700
 GX3315'AND 613 IN MOUNTAIN LAKE, TAKE STATE ROUTE 613 AND GO WESTERLY
 GX3315'FOR 1.1 MILES TO THE JUNCTION OF STATE ROUTES 613 AND 714,
 GX3315'TURN RIGHT ON STATE ROUTE 714 AND GO 4.0 MILES TO A METAL
 GX3315'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 3.05 MILES TO
 GX3315'A DIM ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.15
 GX3315'MILE TO THE STATION.
 GX3315'
 GX3315'THE STATION IS A 4-LEGGED STEEL TOWER WITH CLASS ENCLOSED
 GX3315'CAGE ABOUT 64 FEET IN HEIGHT.  THE POINT TRAVERSE TO WAS
 GX3315'THE REFERENCE MARK SET AT THE INTERSECTION OF DIAGONAL LINES
 GX3315'BETWEEN THE TOWER LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2388 ***********************************************************************
 GV2388  DESIGNATION -  BUTTER
 GV2388  PID         -  GV2388
 GV2388  STATE/COUNTY-  VA/DINWIDDIE
 GV2388  USGS QUAD   -  DINWIDDIE (1979)
 GV2388
 GV2388                         *CURRENT SURVEY CONTROL
 GV2388  ___________________________________________________________________
 GV2388* NAD 83(1993)-  37 03 16.19719(N)    077 37 20.85112(W)     ADJUSTED  
 GV2388* NAVD 88     -        80.989  (meters)     265.71   (feet)  ADJUSTED  
 GV2388  ___________________________________________________________________
 GV2388  X           -   1,092,423.603 (meters)                     COMP
 GV2388  Y           -  -4,977,930.421 (meters)                     COMP
 GV2388  Z           -   3,822,250.497 (meters)                     COMP
 GV2388  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 GV2388  ELLIP HEIGHT-          47.70  (meters)          (09/08/95) GPS OBS
 GV2388  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV2388  DYNAMIC HT  -          80.929 (meters)     265.51  (feet)  COMP
 GV2388  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 GV2388
 GV2388  HORZ ORDER  -  SECOND
 GV2388  VERT ORDER  -  SECOND    CLASS 0
 GV2388  ELLP ORDER  -  FOURTH    CLASS II
 GV2388
 GV2388.The horizontal coordinates were established by classical geodetic methods
 GV2388.and adjusted by the National Geodetic Survey in September 1995..
 GV2388
 GV2388.The orthometric height was determined by differential leveling
 GV2388.and adjusted by the National Geodetic Survey in June 1991..
 GV2388
 GV2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV2388
 GV2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2388
 GV2388.The ellipsoidal height was determined by GPS observations
 GV2388.and is referenced to NAD 83.
 GV2388
 GV2388.The geoid height was determined by GEOID03.
 GV2388
 GV2388.The dynamic height is computed by dividing the NAVD 88
 GV2388.geopotential number by the normal gravity value computed on the
 GV2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2388.degrees latitude (g = 980.6199 gals.).
 GV2388
 GV2388.The modeled gravity was interpolated from observed gravity values.
 GV2388
 GV2388;                    North         East     Units Scale Factor Converg.
 GV2388;SPC VA S     - 1,080,393.576 3,578,051.411   MT  0.99996024   +0 31 57.4
 GV2388;SPC VA S     - 3,544,591.26 11,738,990.34   sFT  0.99996024   +0 31 57.4
 GV2388;UTM  18      - 4,104,135.196   266,808.086   MT  1.00026994   -1 34 51.4
 GV2388
 GV2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2388!SPC VA S     -   0.99999251  x   0.99996024  =   0.99995275
 GV2388!UTM  18      -   0.99999251  x   1.00026994  =   1.00026245
 GV2388
 GV2388:                Primary Azimuth Mark                     Grid Az
 GV2388:SPC VA S     -  DINWIDDIE ARMY COMMUN MAST               038 24 00.4
 GV2388:UTM  18      -  DINWIDDIE ARMY COMMUN MAST               040 30 49.2
 GV2388
 GV2388|---------------------------------------------------------------------|
 GV2388| PID    Reference Object                     Distance      Geod. Az  |
 GV2388|                                                           dddmmss.s |
 GV2388| GV5652 DINWIDDIE ARMY COMMUN MAST          APPROX. 5.1 KM 0385557.8 |
 GV2388| GV2387 BUTTER AZ MK                                       0391738.1 |
 GV2388| GV2389 BUTTER RM 1                          12.422 METERS 14339     |
 GV2388| GV2390 BUTTER RM 2                           8.907 METERS 20449     |
 GV2388| GV2391 R 49                                 34.396 METERS 21148     |
 GV2388|---------------------------------------------------------------------|
 GV2388
 GV2388                          SUPERSEDED SURVEY CONTROL
 GV2388
 GV2388  NAD 83(1986)-  37 03 16.20531(N)    077 37 20.86684(W) AD(       ) 2
 GV2388  NAD 27      -  37 03 15.66440(N)    077 37 21.90440(W) AD(       ) 2
 GV2388  NGVD 29 (??/??/??)   81.319  (m)          266.79   (f) ADJUSTED    2 0
 GV2388
 GV2388.Superseded values are not recommended for survey control.
 GV2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2388.See file dsdata.txt to determine how the superseded data were derived.
 GV2388
 GV2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6680804135(NAD 83)
 GV2388_MARKER: DS = TRIANGULATION STATION DISK
 GV2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2388_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV2388_STAMPING: BUTTER 1959
 GV2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2388+STABILITY: SURFACE MOTION
 GV2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2388+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2388
 GV2388  HISTORY     - Date     Condition        Report By
 GV2388  HISTORY     - 1959     MONUMENTED       CGS
 GV2388  HISTORY     - 1960     GOOD             CGS
 GV2388  HISTORY     - 1963     GOOD             USGS
 GV2388  HISTORY     - 1987     GOOD             NGS
 GV2388  HISTORY     - 19950311 GOOD             USPSQD
 GV2388  HISTORY     - 19990831 GOOD             DEWDAV
 GV2388  HISTORY     - 20010331 GOOD             NGS
 GV2388  HISTORY     - 20051022 GOOD             USPSQD
 GV2388
 GV2388                          STATION DESCRIPTION
 GV2388
 GV2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV2388'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF PETERSBURG,
 GV2388'4 MILES NORTHEAST OF DEWITT AND AT THE NORTHWEST END OF
 GV2388'THE SOUTH BOUND LANE OF A RAILROAD OVER PASS ON U.S. HIGHWAY
 GV2388'1.  IT IS 3 FEET NORTH OF A METAL WITNESS POST, 23 FEET
 GV2388'WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 GV2388'1, 13 FEET NORTHWEST OF THE NORTH END OF THE WEST RAILING
 GV2388'OF OVERPASS AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 1.  THE
 GV2388'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV2388'BUTTER 1959.
 GV2388'
 GV2388'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE ABUTTMENT
 GV2388'OF THE NORTHEAST END OF THE EAST RAIL OF THE SOUTH BOUND
 GV2388'LANE OF U.S. HIGHWAY 1.  IT IS 17.7 FEET EAST SOUTHEAST
 GV2388'OF THE CENTER LINE OF U.S. HIGHWAY 1 AND IS ABOUT THE SAME
 GV2388'ELEVATION AS THE STATION MARK.  THE DISK IS SET FLUSH WITH
 GV2388'THE CONCRETE AND THE DISK IS STAMPED BUTTER NO 2 1959.
 GV2388'
 GV2388'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE WEST
 GV2388'RAIL OF THE SOUTH BOUND LANE OF OVERPASS OVER U.S. HIGHWAY
 GV2388'1.  IT IS 16.9 FEET SOUTH OF THE NORTH END OF GUARD RAILING
 GV2388'AND IS ABOUT 4 FEET HIGHER IN ELEVATION THAN THE STATION
 GV2388'MARK.  THE DISK IS SET FLUSH WITH THE CONCRETE AND IS STAMPED
 GV2388'BUTTER NO 2 1959.
 GV2388'
 GV2388'R-49 (C AND GS BENCH MARK) IS 29.9 FEET NORTHWEST OF THE
 GV2388'NORTHWEST RAIL OF RAILROAD TRACKS, 62 FEET NORTHEAST OF
 GV2388'A UTILITY POLE AND 39 FEET NORTH OF A PILLAR OF OVERPASS.
 GV2388'THE DISK IS SET IN A DRILL HOLE IN A LARGE BOULDER AND IS
 GV2388'STAMPED R 49 1934.
 GV2388'
 GV2388'AZIMUTH MARK IS SET IN A DRILL HOLE IN A CONCRETE ISLAND
 GV2388'OF U.S. HIGHWAY 1.  IT IS 15 FEET NORTHWEST OF THE CENTER
 GV2388'LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 1, 15 FEET
 GV2388'EAST SOUTHEAST OF THE CENTER LINE OF THE SOUTH BOUND LANE
 GV2388'OF U.S. HIGHWAY 1, 88 FEET EAST SOUTHEAST OF A UTILITY POLE
 GV2388'NO. 63, 126 FEET SOUTH OF THE CENTER LINE OF CROSSOVER AND
 GV2388'7 FEET NORTH OF THE SOUTH END OF CONCRETE ISLAND.  THE DISK
 GV2388'IS SET FLUSH WITH THE CONCRETE AND IS STAMPED BUTTER 1959.
 GV2388'
 GV2388'TO REACH THE STATION FROM THE FARMERS BANK IN DINWIDDIE,
 GV2388'GO SOUTHWESTERLY ON U.S. HIGHWAY 1 FOR 2.25 MILES TO AZIMUTH
 GV2388'MARK ON LEFT IN A CONCRETE SLAB BETWEEN THE SOUTH BOUND
 GV2388'LANE AND THE NORTH BOUND LANE OF U.S. HIGHWAY 1.  CONTINUE
 GV2388'SOUTHWESTERLY ON U.S. HIGHWAY 1 FOR 0.25 MILE TO STATION
 GV2388'ON RIGHT AND OVERPASS.
 GV2388'
 GV2388'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GV2388
 GV2388                          STATION RECOVERY (1960)
 GV2388
 GV2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV2388'1.4 MI NE FROM DE WITT.
 GV2388'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 GV2388'OFFICE AT DE WITT, AT BUTTERWORTH, 20 1/2 FEET NORTHWEST OF
 GV2388'CENTER LINE OF SOUTHWEST-BOUND LANE OF HIGHWAY, 12 1/2 FEET NORTH
 GV2388'OF NORTHEAST END OF NORTHWEST CONCRETE BANISTER OF CONCRETE
 GV2388'OVERPASS OF SOUTHWEST-BOUND LANE OF HIGHWAY 1 OVER THE SEABOARD
 GV2388'AIR LINE RAILWAY, 40.8 FEET NORTHWEST OF AND ACROSS THE
 GV2388'SOUTHWEST-BOUND LANE OF HIGHWAY FROM R M 1, 29.2 FEET
 GV2388'NORTH-NORTHEAST OF R M 28 112.9 FEET NORTHEAST OF BENCH MARK
 GV2388'R 49, DESCRIBED, 3 1/2 FEET NORTHEAST OF A STEEL WITNESS POST,
 GV2388'AND SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE
 GV2388'OF THE GROUND.
 GV2388
 GV2388                          STATION RECOVERY (1963)
 GV2388
 GV2388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV2388'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GV2388
 GV2388                          STATION RECOVERY (1987)
 GV2388
 GV2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GV2388'THE STATION WAS RECOVERED AT THIS DATE.
 GV2388'IN GOOD CONDITION, NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 GV2388'
 GV2388'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 GV2388'SOUTHWEST OF DINWIDDIE, 2.4 KM (1.5 MI) NORTHEAST OF DE WITT AND ON
 GV2388'HIGHWAY RIGHT-OF-WAY ON TOP OF AN OVERPASS OVER RAILROAD TRACKS.
 GV2388'OWNERSHIP--VA DEPT OF HIGHWAYS, 1401 EAST BROAD STREET,
 GV2388'RICHMOND VA 23219.
 GV2388'
 GV2388'TO REACH THE STATION FROM THE DINWIDDIE GOVERNMENT CENTER
 GV2388'ADMINISTRATION BUILDING IN DINWIDDIE, GO SOUTHWEST ON U.S. HIGHWAY
 GV2388'1 FOR 4.3 KM (2.7 MI) TO THE NORTHWEST BRIDGE ABUTMENT AND THE
 GV2388'STATION ON THE RIGHT.
 GV2388'
 GV2388'THE STATION IS A STANDARD CGS DISK
 GV2388'STAMPED---BUTTER 1959---,
 GV2388'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GV2388'30 CM ON SIDE RECESSED 4 CM BELOW GROUND.  LOCATED
 GV2388'6.4 METERS (21.0 FT) NORTHWEST FROM THE CENTER OF THE SOUTHBOUND
 GV2388'LANES,
 GV2388'3.8 METERS (12.5 FT) NORTH FROM THE NORTHWEST BANNISTER OF THE
 GV2388'SOUTHBOUND LANES BRIDGE AND
 GV2388'2.6 METERS (8.5 FT) WEST FROM THE FOURTH GUARDRAIL POST NORTHEAST
 GV2388'OF BANNISTER.
 GV2388'NO INFORMATION WAS AVAILABLE AS TO AN UNDERGROUND MARK.
 GV2388'
 GV2388'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GV2388'1987.
 GV2388'
 GV2388'THIS STATION IS NOT SUITABLE FOR GPS SURVEYS, DUE TO LIMITED
 GV2388'PARKING NEAR A GUARDRAIL AND TRAFFIC, AND SOME TREE BLOCKAGE TO THE
 GV2388'NORTH AND WEST.
 GV2388'
 GV2388'DESCRIBED BY G.R. HEID.
 GV2388
 GV2388                          STATION RECOVERY (1995)
 GV2388
 GV2388'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2388'RECOVERED IN GOOD CONDITION.
 GV2388
 GV2388                          STATION RECOVERY (1999)
 GV2388
 GV2388'RECOVERY NOTE BY DEWBERRY DAVIS 1999 (CSW)
 GV2388'RECOVERED IN GOOD CONDITION.
 GV2388
 GV2388                          STATION RECOVERY (2001)
 GV2388
 GV2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2388
 GV2388                          STATION RECOVERY (2005)
 GV2388
 GV2388'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2387 ***********************************************************************
 GV2387  DESIGNATION -  BUTTER AZ MK
 GV2387  PID         -  GV2387
 GV2387  STATE/COUNTY-  VA/DINWIDDIE
 GV2387  USGS QUAD   -  DINWIDDIE (1979)
 GV2387
 GV2387                         *CURRENT SURVEY CONTROL
 GV2387  ___________________________________________________________________
 GV2387* NAD 83(1986)-  37 03 27.     (N)    077 37 10.     (W)     SCALED    
 GV2387* NAVD 88     -        73.362  (meters)     240.69   (feet)  ADJUSTED  
 GV2387  ___________________________________________________________________
 GV2387  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GV2387  DYNAMIC HT  -          73.307 (meters)     240.51  (feet)  COMP
 GV2387  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 GV2387
 GV2387  VERT ORDER  -  SECOND    CLASS 0
 GV2387
 GV2387.The horizontal coordinates were scaled from a topographic map and have
 GV2387.an estimated accuracy of +/- 6 seconds.
 GV2387
 GV2387.The orthometric height was determined by differential leveling
 GV2387.and adjusted by the National Geodetic Survey in June 1991..
 GV2387
 GV2387.The geoid height was determined by GEOID03.
 GV2387
 GV2387.The dynamic height is computed by dividing the NAVD 88
 GV2387.geopotential number by the normal gravity value computed on the
 GV2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2387.degrees latitude (g = 980.6199 gals.).
 GV2387
 GV2387.The modeled gravity was interpolated from observed gravity values.
 GV2387
 GV2387;                    North         East    Units  Estimated Accuracy
 GV2387;SPC VA S     - 1,080,730.    3,578,320.      MT  (+/- 180 meters Scaled)
 GV2387
 GV2387                          SUPERSEDED SURVEY CONTROL
 GV2387
 GV2387  NGVD 29 (??/??/??)   73.693  (m)          241.77   (f) ADJUSTED    2 0
 GV2387
 GV2387.Superseded values are not recommended for survey control.
 GV2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2387.See file dsdata.txt to determine how the superseded data were derived.
 GV2387
 GV2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG670044(NAD 83)
 GV2387_MARKER: DZ = AZIMUTH MARK DISK
 GV2387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2387_SP_SET: CONCRETE ISLAND
 GV2387_STAMPING: BUTTER 1959
 GV2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2387+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2387
 GV2387  HISTORY     - Date     Condition        Report By
 GV2387  HISTORY     - 1959     MONUMENTED       CGS
 GV2387  HISTORY     - 1960     GOOD             CGS
 GV2387  HISTORY     - 19950311 GOOD             USPSQD
 GV2387  HISTORY     - 20010331 GOOD             NGS
 GV2387  HISTORY     - 20040709 GOOD             VALLRG
 GV2387  HISTORY     - 20051022 GOOD             USPSQD
 GV2387
 GV2387                          STATION DESCRIPTION
 GV2387
 GV2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2387'1.7 MI NE FROM DE WITT.
 GV2387'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 GV2387'OFFICE AT DE WITT, ABOUT 2.75 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GV2387'1 FROM THE HIGH SCHOOL AT DINWIDDIE, 0.3 MILE NORTHEAST OF
 GV2387'OVERPASS OF HIGHWAY 1 OVER THE SEABOARD AIR LINE RAILWAY, 125
 GV2387'FEET SOUTHWEST OF THE SECOND CROSSOVER NORTHEAST OF THE OVERPASS,
 GV2387'IN TOP OF CONCRETE ISLAND BETWEEN LANES OF HIGHWAY, 94 FEET
 GV2387'SOUTHWEST OF THE NORTHEAST END OF ISLAND, 7 1/2 FEET NORTHEAST
 GV2387'OF THE SOUTHWEST END OF CONCRETE PART OF ISLAND, NORTHWEST OF
 GV2387'AND IN FRONT OF A TWO-STORY HOUSE WITH LARGE BOULDER IN YARD,
 GV2387'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF HIGHWAY.
 GV2387
 GV2387                          STATION RECOVERY (1995)
 GV2387
 GV2387'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2387'RECOVERED IN GOOD CONDITION.
 GV2387
 GV2387                          STATION RECOVERY (2001)
 GV2387
 GV2387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2387'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2387
 GV2387                          STATION RECOVERY (2004)
 GV2387
 GV2387'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (PME)
 GV2387'RECOVERED IN GOOD CONDITION.
 GV2387
 GV2387                          STATION RECOVERY (2005)
 GV2387
 GV2387'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2389 ***********************************************************************
 GV2389  DESIGNATION -  BUTTER RM 1
 GV2389  PID         -  GV2389
 GV2389  STATE/COUNTY-  VA/DINWIDDIE
 GV2389  USGS QUAD   -  DINWIDDIE (1979)
 GV2389
 GV2389                         *CURRENT SURVEY CONTROL
 GV2389  ___________________________________________________________________
 GV2389* NAD 83(1986)-  37 03 16.     (N)    077 37 20.     (W)     SCALED    
 GV2389* NAVD 88     -        81.240  (meters)     266.53   (feet)  ADJUSTED  
 GV2389  ___________________________________________________________________
 GV2389  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV2389  DYNAMIC HT  -          81.180 (meters)     266.34  (feet)  COMP
 GV2389  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 GV2389
 GV2389  VERT ORDER  -  SECOND    CLASS 0
 GV2389
 GV2389.The horizontal coordinates were scaled from a topographic map and have
 GV2389.an estimated accuracy of +/- 6 seconds.
 GV2389
 GV2389.The orthometric height was determined by differential leveling
 GV2389.and adjusted by the National Geodetic Survey in June 1991..
 GV2389
 GV2389.The geoid height was determined by GEOID03.
 GV2389
 GV2389.The dynamic height is computed by dividing the NAVD 88
 GV2389.geopotential number by the normal gravity value computed on the
 GV2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2389.degrees latitude (g = 980.6199 gals.).
 GV2389
 GV2389.The modeled gravity was interpolated from observed gravity values.
 GV2389
 GV2389;                    North         East    Units  Estimated Accuracy
 GV2389;SPC VA S     - 1,080,390.    3,578,070.      MT  (+/- 180 meters Scaled)
 GV2389
 GV2389                          SUPERSEDED SURVEY CONTROL
 GV2389
 GV2389  NGVD 29 (??/??/??)   81.570  (m)          267.62   (f) ADJUSTED    2 0
 GV2389
 GV2389.Superseded values are not recommended for survey control.
 GV2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2389.See file dsdata.txt to determine how the superseded data were derived.
 GV2389
 GV2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG668041(NAD 83)
 GV2389_MARKER: DR = REFERENCE MARK DISK
 GV2389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2389_SP_SET: ABUTMENT
 GV2389_STAMPING: BUTTER NO 1 1959
 GV2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2389+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2389
 GV2389  HISTORY     - Date     Condition        Report By
 GV2389  HISTORY     - 1959     MONUMENTED       CGS
 GV2389  HISTORY     - 1960     GOOD             CGS
 GV2389  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 GV2389  HISTORY     - 20010331 GOOD             NGS
 GV2389  HISTORY     - 20051022 GOOD             USPSQD
 GV2389
 GV2389                          STATION DESCRIPTION
 GV2389
 GV2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2389'1.4 MI NE FROM DE WITT.
 GV2389'40.8 FEET SOUTHEAST OF AND ACROSS THE SOUTHWEST-BOUND LANE OF
 GV2389'U.S. HIGHWAY 1 FROM TRIANGULATION STATION BUTTER, DESCRIBED,
 GV2389'37 FEET EAST OF AND ACROSS THE SOUTHWEST-BOUND LANE FROM R M 2,
 GV2389'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF
 GV2389'SOUTHWEST-BOUND LANE OF HIGHWAY 1 OVER THE SEABOARD AIR LINE
 GV2389'RAILWAY, 17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF SOUTHWEST-BOUND
 GV2389'LANE OF HIGHWAY, 1 FOOT EAST OF THE BANISTER, AND ABOUT LEVEL
 GV2389'WITH THE BRIDGE FLOOR.
 GV2389
 GV2389                          STATION RECOVERY (1995)
 GV2389
 GV2389'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2389'MARK NOT FOUND.
 GV2389
 GV2389                          STATION RECOVERY (2001)
 GV2389
 GV2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2389'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2389
 GV2389                          STATION RECOVERY (2005)
 GV2389
 GV2389'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2390 ***********************************************************************
 GV2390  DESIGNATION -  BUTTER RM 2
 GV2390  PID         -  GV2390
 GV2390  STATE/COUNTY-  VA/DINWIDDIE
 GV2390  USGS QUAD   -  DINWIDDIE (1979)
 GV2390
 GV2390                         *CURRENT SURVEY CONTROL
 GV2390  ___________________________________________________________________
 GV2390* NAD 83(1986)-  37 03 16.     (N)    077 37 20.     (W)     SCALED    
 GV2390* NAVD 88     -        82.309  (meters)     270.04   (feet)  ADJUSTED  
 GV2390  ___________________________________________________________________
 GV2390  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV2390  DYNAMIC HT  -          82.248 (meters)     269.84  (feet)  COMP
 GV2390  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 GV2390
 GV2390  VERT ORDER  -  SECOND    CLASS 0
 GV2390
 GV2390.The horizontal coordinates were scaled from a topographic map and have
 GV2390.an estimated accuracy of +/- 6 seconds.
 GV2390
 GV2390.The orthometric height was determined by differential leveling
 GV2390.and adjusted by the National Geodetic Survey in June 1991..
 GV2390
 GV2390.The geoid height was determined by GEOID03.
 GV2390
 GV2390.The dynamic height is computed by dividing the NAVD 88
 GV2390.geopotential number by the normal gravity value computed on the
 GV2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2390.degrees latitude (g = 980.6199 gals.).
 GV2390
 GV2390.The modeled gravity was interpolated from observed gravity values.
 GV2390
 GV2390;                    North         East    Units  Estimated Accuracy
 GV2390;SPC VA S     - 1,080,390.    3,578,070.      MT  (+/- 180 meters Scaled)
 GV2390
 GV2390                          SUPERSEDED SURVEY CONTROL
 GV2390
 GV2390  NGVD 29 (??/??/??)   82.640  (m)          271.13   (f) ADJUSTED    2 0
 GV2390
 GV2390.Superseded values are not recommended for survey control.
 GV2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2390.See file dsdata.txt to determine how the superseded data were derived.
 GV2390
 GV2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG668041(NAD 83)
 GV2390_MARKER: DR = REFERENCE MARK DISK
 GV2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2390_SP_SET: BANISTER
 GV2390_STAMPING: BUTTER NO 2 1959
 GV2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2390+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2390
 GV2390  HISTORY     - Date     Condition        Report By
 GV2390  HISTORY     - 1959     MONUMENTED       CGS
 GV2390  HISTORY     - 1960     GOOD             CGS
 GV2390  HISTORY     - 19950311 GOOD             USPSQD
 GV2390  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2390  HISTORY     - 20040709 GOOD             VALLRG
 GV2390  HISTORY     - 20040721 GOOD             VALLRG
 GV2390  HISTORY     - 20051022 GOOD             USPSQD
 GV2390
 GV2390                          STATION DESCRIPTION
 GV2390
 GV2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2390'1.4 MI NE FROM DE WITT.
 GV2390'29.2 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION BUTTER,
 GV2390'DESCRIBED, 37 FEET WEST OF AND ACROSS THE SOUTHWEST-BOUND
 GV2390'LANE OF U.S. HIGHWAY 1 FROM R M 1, 17 FEET SOUTHWEST OF THE
 GV2390'NORTHEAST END OF NORTHWEST CONCRETE BANISTER OF CONCRETE OVERPASS
 GV2390'OF SOUTHWEST BOUND LANE OF HIGHWAY 1 OVER THE SEABOARD AIR
 GV2390'LINE RAILWAY, IN TOP OF BANISTER, AND 3 1/2 FEET ABOVE THE
 GV2390'LEVEL OF BRIDGE FLOOR.
 GV2390
 GV2390                          STATION RECOVERY (1995)
 GV2390
 GV2390'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2390'RECOVERED IN GOOD CONDITION.
 GV2390
 GV2390                          STATION RECOVERY (2001)
 GV2390
 GV2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2390
 GV2390                          STATION RECOVERY (2004)
 GV2390
 GV2390'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (PME)
 GV2390'RECOVERED IN GOOD CONDITION.
 GV2390
 GV2390                          STATION RECOVERY (2004)
 GV2390
 GV2390'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2390'RECOVERED AS DESCRIBED
 GV2390
 GV2390                          STATION RECOVERY (2005)
 GV2390
 GV2390'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3952 ***********************************************************************
 GV3952  DESIGNATION -  BUTTS 1941
 GV3952  PID         -  GV3952
 GV3952  STATE/COUNTY-  VA/C OF HAMPTON
 GV3952  USGS QUAD   -  HAMPTON (1986)
 GV3952
 GV3952                         *CURRENT SURVEY CONTROL
 GV3952  ___________________________________________________________________
 GV3952* NAD 83(1993)-  37 05 31.89914(N)    076 21 45.36637(W)     ADJUSTED  
 GV3952* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3952  ___________________________________________________________________
 GV3952  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 GV3952  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 GV3952
 GV3952  HORZ ORDER  -  SECOND
 GV3952
 GV3952.The horizontal coordinates were established by classical geodetic methods
 GV3952.and adjusted by the National Geodetic Survey in September 1995..
 GV3952
 GV3952.The orthometric height was scaled from a topographic map.
 GV3952
 GV3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3952
 GV3952.The geoid height was determined by GEOID03.
 GV3952
 GV3952;                    North         East     Units Scale Factor Converg.
 GV3952;SPC VA S     - 1,086,364.970 3,689,999.013   MT  0.99995688   +1 17 50.1
 GV3952;SPC VA S     - 3,564,182.41 12,106,271.76   sFT  0.99995688   +1 17 50.1
 GV3952;UTM  18      - 4,105,968.374   378,904.447   MT  0.99978064   -0 49 18.8
 GV3952
 GV3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3952!SPC VA S     -   1.00000546  x   0.99995688  =   0.99996234
 GV3952!UTM  18      -   1.00000546  x   0.99978064  =   0.99978610
 GV3952
 GV3952:                Primary Azimuth Mark                     Grid Az
 GV3952:SPC VA S     -  CUP 2 1941                               046 36 35.3
 GV3952:UTM  18      -  CUP 2 1941                               048 43 44.2
 GV3952
 GV3952|---------------------------------------------------------------------|
 GV3952| PID    Reference Object                     Distance      Geod. Az  |
 GV3952|                                                           dddmmss.s |
 GV3952| GV4085 CUP 2 1941                          APPROX. 0.5 KM 0475425.4 |
 GV3952| GV4118 7 B 1941                            430.229 METERS 1894810.8 |
 GV3952|---------------------------------------------------------------------|
 GV3952
 GV3952                          SUPERSEDED SURVEY CONTROL
 GV3952
 GV3952  NAD 83(1986)-  37 05 31.90401(N)    076 21 45.40218(W) AD(       ) 2
 GV3952  NAD 27      -  37 05 31.37700(N)    076 21 46.60000(W) AD(       ) 2
 GV3952
 GV3952.Superseded values are not recommended for survey control.
 GV3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3952.See file dsdata.txt to determine how the superseded data were derived.
 GV3952
 GV3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7890405968(NAD 83)
 GV3952_MARKER: DS = TRIANGULATION STATION DISK
 GV3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3952+STABILITY: SURFACE MOTION
 GV3952
 GV3952  HISTORY     - Date     Condition        Report By
 GV3952  HISTORY     - 1941     MONUMENTED       CGS
 GV3952  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3952
 GV3952                          STATION DESCRIPTION
 GV3952
 GV3952'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3952'THE STATION IS ON LANGLEY FIELD, U.S. MILITARY RESERVATION, 0.8
 GV3952'MILE NORTHWEST FROM THE CENTER OF THE LANDING FIELD AND ABOUT 600
 GV3952'YARDS SOUTHWEST FROM THE LARGE OLD BALLOON HANGAR.  IT IS ON THE
 GV3952'TOP AND NEAR THE SOUTHWEST END OF THE PISTOL BUTTS WHICH IS A
 GV3952'MOUND ABOUT 25 FEET HIGH.  IT IS STAMPED BUTTS 1941 AND IS FLUSH
 GV3952'WITH THE SURFACE OF THE GROUND.
 GV3952'
 GV3952'REACHED FROM THE NORTH END OF THE BRIDGE AND GUARDHOUSE AT THE
 GV3952'ENTRANCE TO LANGLEY FIELD BY GOING NORTH FOR 0.1 MILE TO A
 GV3952'CIRCLE, THEN TURN RIGHT AND GO EAST ON DODD BOULEVARD FOR 0.85
 GV3952'MILE TO WHERE IT TURNS LEFT, THEN CONTINUE ON MAIN PAVED STREET
 GV3952'(CLARK AVENUE) FOR 1.1 MILES TO A LEFT TURN IN CLARK AVENUE,
 GV3952'CONTINUE FOR 0.15 MILE TO A T STREET, THEN RIGHT FOR 50 YARDS,
 GV3952'THEN GO LEFT PAST THE REAR OF THE LARGE OLD BALLOON HANGAR AND
 GV3952'GO NORTHWESTERLY FOR 0.3 MILE TO POWDER MAGAZINE AREA, THEN
 GV3952'TURN SHARP LEFT AND GO SOUTHERLY ON A DIRT ROAD FOR 0.35 MILE
 GV3952'TO PISTOL BUTTS AND STATION ON THE LEFT.
 GV3952'
 GV3952'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 GV3952'
 GV3952'SURFACE AND UNDERGROUND MARKS ARE SET ACCORDING TO NOTES 1A
 GV3952'AND 7A.
 GV3952'
 GV3952'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GV3952
 GV3952                          STATION RECOVERY (1943)
 GV3952
 GV3952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3952'DESTROYED.  VERIFIED BY MR. JOHNSON OF U.S. ENGINEERS AT LANGLEY
 GV3952'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3557 ***********************************************************************
 FX3557  DESIGNATION -  BUXTON HOSPITAL CUPOLA
 FX3557  PID         -  FX3557
 FX3557  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 FX3557  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3557
 FX3557                         *CURRENT SURVEY CONTROL
 FX3557  ___________________________________________________________________
 FX3557* NAD 83(1993)-  36 59 09.75893(N)    076 23 33.22983(W)     ADJUSTED  
 FX3557* NAVD 88     -                                                        
 FX3557  ___________________________________________________________________
 FX3557  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 FX3557  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 FX3557
 FX3557  HORZ ORDER  -  THIRD
 FX3557
 FX3557.The horizontal coordinates were established by classical geodetic methods
 FX3557.and adjusted by the National Geodetic Survey in September 1995..
 FX3557
 FX3557
 FX3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3557
 FX3557.The geoid height was determined by GEOID03.
 FX3557
 FX3557;                    North         East     Units Scale Factor Converg.
 FX3557;SPC VA S     - 1,074,528.113 3,687,599.000   MT  0.99996743   +1 16 44.6
 FX3557;SPC VA S     - 3,525,347.65 12,098,397.72   sFT  0.99996743   +1 16 44.6
 FX3557;UTM  18      - 4,094,230.383   376,069.103   MT  0.99978921   -0 50 16.4
 FX3557
 FX3557                          SUPERSEDED SURVEY CONTROL
 FX3557
 FX3557  NAD 83(1986)-  36 59 09.76385(N)    076 23 33.26520(W) AD(       ) 4
 FX3557  NAD 27      -  36 59 09.20600(N)    076 23 34.45400(W) AD(       ) 3
 FX3557
 FX3557.Superseded values are not recommended for survey control.
 FX3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3557.See file dsdata.txt to determine how the superseded data were derived.
 FX3557
 FX3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7606994230(NAD 83)
 FX3557_MARKER: 86 = CUPOLA
 FX3557
 FX3557  HISTORY     - Date     Condition        Report By
 FX3557  HISTORY     - 1919     FIRST OBSERVED   CGS
 FX3557  HISTORY     - 1931     GOOD             CGS
 FX3557  HISTORY     - 1942     GOOD             CGS
 FX3557  HISTORY     - 1955     GOOD             AMS
 FX3557  HISTORY     - 1966     GOOD             CGS
 FX3557  HISTORY     - 1968     GOOD             CGS
 FX3557  HISTORY     - 1984     GOOD             USPSQD
 FX3557  HISTORY     - 1985     GOOD             USPSQD
 FX3557  HISTORY     - 19900520 GOOD             USPSQD
 FX3557  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 FX3557
 FX3557                          STATION DESCRIPTION
 FX3557
 FX3557'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3557'ON THE NORTH SHORE OF HAMPTON ROADS BETWEEN HAMPTON AND
 FX3557'NEWPORT NEWS.  STATION IS A SQUARE WHITE CUPOLA, THE SMALLER
 FX3557'AND HIGHER OF TWO ON TOP OF THE BUXTON HOSPITAL, A PROMINENT
 FX3557'RED BRICK BUILDING WITH WHITE TRIMMINGS.  IT IS ABOUT 9
 FX3557'METERS NORTHEAST OF STATION RED HOUSE, CHIMNEY, 1913, NOW
 FX3557'REMOVED.
 FX3557
 FX3557                          STATION RECOVERY (1931)
 FX3557
 FX3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 FX3557'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FX3557
 FX3557                          STATION RECOVERY (1942)
 FX3557
 FX3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3557'1919 DESCRIPTION ADEQUATE.
 FX3557
 FX3557                          STATION RECOVERY (1955)
 FX3557
 FX3557'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX3557'STATION RECOVERED AS DESCRIBED WITH EXCEPTION THAT HOSPITAL
 FX3557'NAME CHANGED TO MARY IMMACULATE HOSPITAL.
 FX3557
 FX3557                          STATION RECOVERY (1966)
 FX3557
 FX3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 FX3557'STATION RECOVERED, DESCRIPTION ADEQUATE WITH THE FOLLOWING
 FX3557'CHANGES--NEW ADDITION WITH CUPOLA HAS BEEN ADDED TO THE
 FX3557'HOSPITAL, BUT IS SO MUCH LARGER THAT THERE SHOULD BE NO
 FX3557'PROBLEM IN DISTINGUISHING THE NEWER CUPOLA FROM THE OLDER
 FX3557'ONE USED AS THE STATION.
 FX3557
 FX3557                          STATION RECOVERY (1968)
 FX3557
 FX3557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3557'STATION RECOVERED.  A LARGE CUPOLA HAS BEEN ADDED AND THIS
 FX3557'STATION SHOULD BE USED WITH CAUTION.  THIS HOSPITAL IS NOW
 FX3557'CALLED MARY IMMACULATE HOSPITAL.
 FX3557
 FX3557                          STATION RECOVERY (1984)
 FX3557
 FX3557'RECOVERY NOTE BY US POWER SQUADRON 1984 (MD)
 FX3557'CUPOLA - HOSPITAL IS NOW EMPTY BUILDING IT WAS BUXTON HOSPITAL, THAN
 FX3557'MARY IMMACULATE HOSPITAL - A LARGE CUPOLA HAS BEEN ADDED THERE
 FX3557'SHOULD BE NO PROBLEM FROM THE SMALLER CUPOLA ON THE OLDER PART OF
 FX3557'THE HOSPITAL.  LOCATED BETWEEN HAMPTON AND NEWPORT NEWS.
 FX3557
 FX3557                          STATION RECOVERY (1985)
 FX3557
 FX3557'RECOVERY NOTE BY US POWER SQUADRON 1985 (MD)
 FX3557'RECOVERED IN GOOD CONDITION.
 FX3557
 FX3557                          STATION RECOVERY (1990)
 FX3557
 FX3557'RECOVERY NOTE BY US POWER SQUADRON 1990 (TAW)
 FX3557'RECOVERED IN GOOD CONDITION.
 FX3557
 FX3557                          STATION RECOVERY (2005)
 FX3557
 FX3557'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FX3557'THE BUILDING IS CURRENTLY OCCUPIED BY RIVERSIDE REHABILITATION
 FX3557'SERVICES, BUT THERE IS NO CUPOLA RISING FROM THE ROOF OF THE OLD
 FX3557'SECTION OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5137 ***********************************************************************
 GV5137  DESIGNATION -  BUZ
 GV5137  PID         -  GV5137
 GV5137  STATE/COUNTY-  VA/NEW KENT
 GV5137  USGS QUAD   -  TUNSTALL (1984)
 GV5137
 GV5137                         *CURRENT SURVEY CONTROL
 GV5137  ___________________________________________________________________
 GV5137* NAD 83(1993)-  37 37 25.58741(N)    077 06 31.05219(W)     ADJUSTED  
 GV5137* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5137  ___________________________________________________________________
 GV5137  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 GV5137  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV5137
 GV5137  HORZ ORDER  -  THIRD
 GV5137
 GV5137.The horizontal coordinates were established by classical geodetic methods
 GV5137.and adjusted by the National Geodetic Survey in November 1994..
 GV5137
 GV5137.The orthometric height was scaled from a topographic map.
 GV5137
 GV5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5137
 GV5137.The geoid height was determined by GEOID03.
 GV5137
 GV5137;                    North         East     Units Scale Factor Converg.
 GV5137;SPC VA S     - 1,144,113.162 3,622,819.601   MT  0.99995537   +0 50 40.1
 GV5137;SPC VA S     - 3,753,644.60 11,885,867.31   sFT  0.99995537   +0 50 40.1
 GV5137;UTM  18      - 4,166,164.240   313,915.708   MT  1.00002653   -1 17 15.5
 GV5137
 GV5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5137!SPC VA S     -   1.00000516  x   0.99995537  =   0.99996053
 GV5137!UTM  18      -   1.00000516  x   1.00002653  =   1.00003169
 GV5137
 GV5137:                Primary Azimuth Mark                     Grid Az
 GV5137:SPC VA S     -  MONTAGUES HOUSE 2                        060 05 06.9
 GV5137:UTM  18      -  MONTAGUES HOUSE 2                        062 13 02.5
 GV5137
 GV5137|---------------------------------------------------------------------|
 GV5137| PID    Reference Object                     Distance      Geod. Az  |
 GV5137|                                                           dddmmss.s |
 GV5137| GV5115 MONTAGUES HOUSE 2                   APPROX. 0.8 KM 0605547.0 |
 GV5137| GV5148 FIELD                               406.174 METERS 0701452.0 |
 GV5137| DC5204 BUZ RM 1                             16.144 METERS 13434     |
 GV5137| DC5205 BUZ RM 2                             13.737 METERS 17107     |
 GV5137| DC5206 BUZ RM 3                             13.536 METERS 22616     |
 GV5137| GV5182 NOTICE ON POINT                     293.254 METERS 29328     |
 GV5137| GV5141 CROW                                219.110 METERS 31116     |
 GV5137|---------------------------------------------------------------------|
 GV5137
 GV5137                          SUPERSEDED SURVEY CONTROL
 GV5137
 GV5137  NAD 83(1986)-  37 37 25.58876(N)    077 06 31.07056(W) AD(       ) 3
 GV5137  NAD 27      -  37 37 25.02700(N)    077 06 32.05300(W) AD(       ) 3
 GV5137
 GV5137.Superseded values are not recommended for survey control.
 GV5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5137.See file dsdata.txt to determine how the superseded data were derived.
 GV5137
 GV5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1391666164(NAD 83)
 GV5137_MARKER: P = PIPE CAP
 GV5137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5137_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5137
 GV5137  HISTORY     - Date     Condition        Report By
 GV5137  HISTORY     - 1912     MONUMENTED       CGS
 GV5137  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5137  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5137  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5137
 GV5137                          STATION DESCRIPTION
 GV5137
 GV5137'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5137'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV5137'ABOUT 1/2 MILE BELOW LOWER NORTHBURY LANDING, 36 METERS SQUARE
 GV5137'ABOVE THE UPPER LINE OF PILES OF U.S.E CONTROLLING WORKS,
 GV5137'ON THE UPPER SAND MOUND, 4 METERS BACK FROM AND 7 INCHES ABOVE
 GV5137'ORDINARY HIGH WATER, 6 METERS NE OF WATER HOLE AND 8-1/2 METERS
 GV5137'OUTSIDE OF LINE OF BRUSH.
 GV5137'
 GV5137'STATION IS MARKED BY AN IRON PIPE 3 INCHES IN DIAMETER AND 3
 GV5137'FEET LONG, FILLED WITH AND SET IN CEMENT CARRYING THE REGULATION
 GV5137'BRASS CAP AT TOP 9 INCHES ABOVE SURFACE.
 GV5137'
 GV5137'REFERENCE MARK NO. 1 IS HEAD OF A 10-PENNY NAIL IN TRIANGLE,
 GV5137'CUT ON 8-INCH GUM, DISTANT 16.144 METERS ON LINE 183 DEG 17 MIN
 GV5137'56 SEC TO RIGHT OF LINE TO STATION CROW.
 GV5137'
 GV5137'REFERENCE MARK NO. 2 IS 10-PENNY NAIL IN 6-INCH NEW GUM STUMP,
 GV5137'STANDING 1 FOOT ABOVE GROUND AND COVERED BY A MOUND OF EARTH,
 GV5137'DISTANT 13.737 METERS ON LINE 219 DEG 50 MIN 56 SEC TO RIGHT OF
 GV5137'LINE TO STATION CROW.
 GV5137'
 GV5137'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON CLUSTER GUM
 GV5137'TREES, 10 INCHES IN DIAMETER AT EDGE OF BANK, DISTANT 13.525
 GV5137'METERS ON LINE 275 DEG 00 MIN 48 SEC TO RIGHT OF LINE TO
 GV5137'STATION CROW.
 GV5137
 GV5137                          STATION RECOVERY (2000)
 GV5137
 GV5137'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5137'MARK NOT FOUND.
 GV5137
 GV5137                          STATION RECOVERY (2001)
 GV5137
 GV5137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5137
 GV5137                          STATION RECOVERY (2005)
 GV5137
 GV5137'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0223 ***********************************************************************
 GV0223  DESIGNATION -  BUZ AZ MK
 GV0223  PID         -  GV0223
 GV0223  STATE/COUNTY-  VA/C OF HAMPTON
 GV0223  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0223
 GV0223                         *CURRENT SURVEY CONTROL
 GV0223  ___________________________________________________________________
 GV0223* NAD 83(1986)-  37 04 33.     (N)    076 25 32.     (W)     SCALED    
 GV0223* NAVD 88     -         7.540  (meters)      24.74   (feet)  ADJUSTED  
 GV0223  ___________________________________________________________________
 GV0223  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 GV0223  DYNAMIC HT  -           7.535 (meters)      24.72  (feet)  COMP
 GV0223  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 GV0223
 GV0223  VERT ORDER  -  SECOND    CLASS 0
 GV0223
 GV0223.The horizontal coordinates were scaled from a topographic map and have
 GV0223.an estimated accuracy of +/- 6 seconds.
 GV0223
 GV0223.The orthometric height was determined by differential leveling
 GV0223.and adjusted by the National Geodetic Survey in June 1991..
 GV0223
 GV0223.The geoid height was determined by GEOID03.
 GV0223
 GV0223.The dynamic height is computed by dividing the NAVD 88
 GV0223.geopotential number by the normal gravity value computed on the
 GV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0223.degrees latitude (g = 980.6199 gals.).
 GV0223
 GV0223.The modeled gravity was interpolated from observed gravity values.
 GV0223
 GV0223;                    North         East    Units  Estimated Accuracy
 GV0223;SPC VA S     - 1,084,430.    3,684,440.      MT  (+/- 180 meters Scaled)
 GV0223
 GV0223                          SUPERSEDED SURVEY CONTROL
 GV0223
 GV0223  NGVD 29 (??/??/??)    7.781  (m)           25.53   (f) ADJUSTED    2 0
 GV0223
 GV0223.Superseded values are not recommended for survey control.
 GV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0223.See file dsdata.txt to determine how the superseded data were derived.
 GV0223
 GV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732042(NAD 83)
 GV0223_MARKER: DZ = AZIMUTH MARK DISK
 GV0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0223_STAMPING: BUZ 1934 1958
 GV0223_MARK LOGO: CGS   
 GV0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0223+STABILITY: SURFACE MOTION
 GV0223
 GV0223  HISTORY     - Date     Condition        Report By
 GV0223  HISTORY     - 1958     MONUMENTED       CGS
 GV0223  HISTORY     - 1959     GOOD             CGS
 GV0223  HISTORY     - 1974     GOOD             LOCSUR
 GV0223  HISTORY     - 19860423 GOOD             NGS
 GV0223  HISTORY     - 20010704 MARK NOT FOUND   INDIV
 GV0223
 GV0223                          STATION DESCRIPTION
 GV0223
 GV0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0223'6.2 MI NW FROM HAMPTON.
 GV0223'5.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0223'OVER KING STREET AT HAMPTON, THENCE ABOUT 0.75 MILE NORTH ALONG
 GV0223'BIG BETHEL ROAD, 0.85 MILE SOUTH OF THE JUNCTION OF SAUNDERS ROAD
 GV0223'LEADING WEST, 17 1/2 FEET EAST OF THE CENTER LINE OF BIG BETHEL
 GV0223'ROAD, 62 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING
 GV0223'EAST TO A BRICK GARAGE AT 1346 BIG BETHEL ROAD, 2.4 FEET NORTH OF
 GV0223'POWER LINE POLE 46 1/2, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP
 GV0223'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 GV0223'GROUND.
 GV0223
 GV0223                          STATION RECOVERY (1974)
 GV0223
 GV0223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0223'RECOVERED IN GOOD CONDITION.
 GV0223
 GV0223                          STATION RECOVERY (1986)
 GV0223
 GV0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV0223'BUZ AZ 1 IS 1.52 KILOMETERS (0.95 MI) NORTH ALONG BIG BETHEL ROAD
 GV0223'FROM THE INTERSECTION WITH U.S. HIGHWAY 258, MERCURY BLVD., WHICH IS
 GV0223'ABOUT 2.4 KILOMETERS (1.5 MI) WEST OF THE INTERSECTION OF U.S.
 GV0223'INTERSTATE 64 AND MERCURY BLVD., TO STATE HIGHWAY 152.  CONTINUE NORTH
 GV0223'ON BIG BETHEL ROAD FOR 3.92 KILOMETERS (2.45 MI) TO THE MARK ON THE
 GV0223'RIGHT, AT POWERLINE POLE NUMBER 62, 5.49 METERS (18.0 FT) EAST OF THE
 GV0223'CENTER OF BIG BETHEL ROAD, 19.11 METERS (62.7 FT) NORTH OF THE CENTER
 GV0223'OF THE DRIVEWAY TO HOUSE NUMBER 134, AND 27.43 METERS (90.0 FT)
 GV0223'NORTHWEST OF THE NORTHWEST CORNER OF AN ATTACHED, BRICK, GARAGE TO
 GV0223'HOUSE 1346.  A DISK SET INTO THE TOP OF A SQUARE CONCRETE POST, FLUSH
 GV0223'WITH THE GROUND.  0.02 METERS ABOVE THE BIG BETHEL ROAD 0.67 METERS
 GV0223'NORTH FROM A WITNESS POST.
 GV0223
 GV0223                          STATION RECOVERY (2001)
 GV0223
 GV0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PWM)
 GV0223'MARK DESTROYED DURING CONSTRUCTION FOR WIDENING OF BIG BETHEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5893 ***********************************************************************
 GV5893  DESIGNATION -  BUZ RESET
 GV5893  PID         -  GV5893
 GV5893  STATE/COUNTY-  VA/C OF HAMPTON
 GV5893  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV5893
 GV5893                         *CURRENT SURVEY CONTROL
 GV5893  ___________________________________________________________________
 GV5893* NAD 83(1993)-  37 04 41.94746(N)    076 25 37.00328(W)     ADJUSTED  
 GV5893* NAVD 88     -         7.06   (meters)      23.2    (feet)  RESET     
 GV5893  ___________________________________________________________________
 GV5893  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV5893  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV5893
 GV5893  HORZ ORDER  -  SECOND
 GV5893  VERT ORDER  -  THIRD
 GV5893
 GV5893.The horizontal coordinates were established by classical geodetic methods
 GV5893.and adjusted by the National Geodetic Survey in September 1995..
 GV5893
 GV5893.The orthometric height was computed from unverified reset data.
 GV5893.No vertical observational check was made to the station.
 GV5893
 GV5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5893
 GV5893.The geoid height was determined by GEOID03.
 GV5893
 GV5893;                    North         East     Units Scale Factor Converg.
 GV5893;SPC VA S     - 1,084,697.967 3,684,314.085   MT  0.99995807   +1 15 29.5
 GV5893;SPC VA S     - 3,558,713.25 12,087,620.46   sFT  0.99995807   +1 15 29.5
 GV5893;UTM  18      - 4,104,512.944   373,162.738   MT  0.99979818   -0 51 37.5
 GV5893
 GV5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5893!SPC VA S     -   1.00000460  x   0.99995807  =   0.99996267
 GV5893!UTM  18      -   1.00000460  x   0.99979818  =   0.99980278
 GV5893
 GV5893|---------------------------------------------------------------------|
 GV5893| PID    Reference Object                     Distance      Geod. Az  |
 GV5893|                                                           dddmmss.s |
 GV5893| GV0224 BUZ RM 4                             69.901 METERS 04300     |
 GV5893| GV4131 LANGLEY AIR FORCE BASE TANK         APPROX. 4.5 KM 0652938.8 |
 GV5893| GV4088 HAMPTON MUNICIPAL TANK              APPROX.11.2 KM 1263849.9 |
 GV5893| GV4125 HAMPTON RAD STA WGH CEN MAST        APPROX. 4.7 KM 1562758.4 |
 GV5893| GV0223 BUZ AZ MK                                          1664351.8 |
 GV5893| GV0227 BUZ RM 1                             22.273 METERS 17328     |
 GV5893| GV4137 NEWPORT NEWS STATE POLICE MAST      APPROX. 6.1 KM 1855154.4 |
 GV5893| GV4140 TANK 1                              APPROX. 4.9 KM 2323015.9 |
 GV5893| DC9041 BUZ RM 2                             17.322 METERS 32544     |
 GV5893| GV0225 BUZ RM 3                             54.643 METERS 35603     |
 GV5893|---------------------------------------------------------------------|
 GV5893
 GV5893                          SUPERSEDED SURVEY CONTROL
 GV5893
 GV5893  NAD 83(1986)-  37 04 41.95134(N)    076 25 37.04062(W) AD(       ) 2
 GV5893  NGVD 29 (03/21/06)    7.30   (m)           24.0    (f) RESET       3  
 GV5893
 GV5893.Superseded values are not recommended for survey control.
 GV5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5893.See file dsdata.txt to determine how the superseded data were derived.
 GV5893
 GV5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7316304513(NAD 83)
 GV5893_MARKER: DH = HORIZONTAL CONTROL DISK
 GV5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5893_SP_SET: CONCRETE POST
 GV5893_STAMPING: BUZ 1934 1986
 GV5893_MARK LOGO: NGS   
 GV5893_PROJECTION: FLUSH
 GV5893_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5893+STABILITY: SURFACE MOTION
 GV5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5893+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 GV5893
 GV5893  HISTORY     - Date     Condition        Report By
 GV5893  HISTORY     - 1986     MONUMENTED       NGS
 GV5893  HISTORY     - 19860423 GOOD             NGS
 GV5893  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV5893  HISTORY     - 20010704 GOOD             INDIV
 GV5893
 GV5893                          STATION DESCRIPTION
 GV5893
 GV5893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GV5893'IN HAMPTON.
 GV5893'1.52 KM (0.95 MI) NORTH ALONG BIG BETHEL RD. FROM THE INTERSECTION
 GV5893'WITH U.S. HIGHWAY 258, MERCURY BLVD., WHICH IS ABOUT 2.4 KM (1.50 MI)
 GV5893'WEST OF THE INTERSECTION OF U.S. INTERSTATE 64 AND MERCURY BLVD., TO
 GV5893'STATE HIGHWAY 152.  CONTINUE NORTH ON BIG BETHEL RD. FOR 4.08 KM
 GV5893'(2.55 MI) TO BLACKBURN LANE.  TURN LEFT, WEST ON BLACKBURN LANE FOR
 GV5893'0.16 KM (0.10 MI) TO THE ABUNDANT LIFE TABERNACLE CHURCH AND THE MARK
 GV5893'ON THE RIGHT, 46.18 M (151.5 FT) EAST OF THE SOUTHEAST CORNER OF THE
 GV5893'NORTH WING OF THE CHURCH, 22.10 M (72.5 FT) NORTHEAST OF THE CENTER
 GV5893'OF A 36-INCH OAK TREE, 65.53 M (215.0 FT) NORTH OF THE APPROXIMATE
 GV5893'CENTER OF BLACKBURN LANE, 32.46 M (106.5 FT) NORTHEAST OF A UTILITY
 GV5893'POLE WITH A FLOOD LIGHT, 111.07 M (364.4 FT) WEST OF THE CENTERLINE
 GV5893'OF BIG BETHEL RD., 58.07 M (190.5 FT) NORTH OF A FIRE HYDRANT AND
 GV5893'81.97 M (268.9 FT) NORTHEAST OF THE SOUTHEAST-MOST CORNER OF THE
 GV5893'CHURCH.
 GV5893'THE MARK IS ABOVE LEVEL WITH PARKING PAD AT CHURCH.
 GV5893
 GV5893                          STATION RECOVERY (1986)
 GV5893
 GV5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV5893'THE STATION SURFACE MARK WAS NOT FOUND, HOWEVER THE SUB-SURFACE
 GV5893'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK THREE
 GV5893'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 GV5893'MARK IS OBSTRUCTED BY A HOUSE. AN AZIMUTH MARK NO. 2 WAS ESTABLISHED.
 GV5893'THE SUB-SURFACE STATION MARK WAS LOWERED AND A NEW SURFACE MARK WAS
 GV5893'SET.  REFERENCE MARK FIVE WAS ESTABLISHED AT THIS TIME.  REFERENCE
 GV5893'MARKS ONE, TWO AND FOUR WERE NOT FOUND.  A COMPLETE NEW DESCRIPTION
 GV5893'FOLLOWS.
 GV5893'
 GV5893'THE STATION IS LCOATED IN THE NORTHWEST PART OF THE CITY OF HAMPTON,
 GV5893'5.68 KILOMETERS (3.55 MI) NORTH OF MERCURY BLVD. 1.04 KILOMETERS (0.65
 GV5893'MI) SOUTH OF SAUNDERS ROAD AT THE COMMUNITY OF BETHEL.  OWNERSHIP, THE
 GV5893'TRUSTEES OF THE ABUNDATN LIFE TABERNACLE CHRUCH, 101 BLACKBURN LANE,
 GV5893'HAMPTON, VIRGINIA.  MR. GLEN JONES, PASTOR.  TO REACH THE STATION FROM
 GV5893'THE INTERSECTIN OF U.S. 258, MERCURY BLVD. AND BIG BETHEL ROAD, WHICH
 GV5893'IS ABOUT 2.4 KILOMETERS (1.5 MI) WEST OF THE INTERSECTION OF
 GV5893'INTERSTATE 64 AND MERCURY BLVD., GO NORTH ON BIG BETHEL ROAD FOR 1.52
 GV5893'KILOMETERS (0.9 MI) TO STATE HIGHWAY 152.  CONTINUE NORTH ON BIG
 GV5893'BETHEL ROAD FOR 3.92 KILOMETERS (2.45 MI) TO THE 1958 AZIMUTH MARK ON
 GV5893'THE RIGHT.  CONTINUE NORTH FOR 0.16 KILOMETERS (0.1 MI) TO BLACKBURN
 GV5893'LANE ON THE LEFT.  TO REACH THE AZIMUTH MARK NO. 2 FROM THIS POINT,
 GV5893'CONTINUE NORTH FOR 0.4 KILOMETERS (0.25 MI) TO THE AZIMUTH MARK ON THE
 GV5893'RIGHT.  TURN LEFT AND GO WET ON BLACKBURN LANE FOR 0.16 KILOMETERS
 GV5893'(0.1 MI) TO THE ABUNDANT LIFE TABERNACLE AND THE STATION MARK ON THE
 GV5893'RIGHT.
 GV5893'
 GV5893'THE STATION IS A STANDARD NGS DISK STAMPED--BUZ 1934 1986--,SET INTO
 GV5893'THE TOP OF A ROUND CONCRETE MONUMENT 33 CM, FLUSH WITH THE GROUND.
 GV5893'LOCATED 81.97 METERS (131.15 FEET) NORTHEAST FROM THE SOUTHEAST MOST
 GV5893'CORNER OF THE CHURCH, 58.07 METERS (190.52 FEET) NORTH FROM A FIRE
 GV5893'HYDRANT, 46.18 METERS (151.5 FEET) EAST FROM THE SOUTHEAST CORNER OF
 GV5893'THE NORTH WING OF THE CHURCH, 22.10 METERS (72.5 FEET) NORTHEAST FROM
 GV5893'A 36 INCH OAK TREE, 32.46 METERS (106.5 FEET) NORTHEAST FROM A UTILITY
 GV5893'POLE WITH A FLOOD LIGHT, 65.53 METERS (215.0 FEET) NORTH FROM THE
 GV5893'APPROXIMATE CENTER OF BLACKBURN LANE,  111.07 METERS (364.4 FEET) WEST
 GV5893'FROM THE CENTERLINE OF BIG BETHEL ROAD.  THE UNDERGROUND MARK IS A
 GV5893'STANDARD NGS DISK STAMPED--BUZ 1934 1986--, SET INTO AN IRREGULAR MASS
 GV5893'OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 GV5893'
 GV5893'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--BUZ NO. 3 1934--,
 GV5893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, RECESSED 35 CM
 GV5893'BELOW  THE GROUND.  LOCATED 0.4 METERS (1.3 FEET) SOUTH FROM A WITNESS
 GV5893'POST, 48.34 METERS (158.6 FEET) NORTHEAST FROM THE NORTHEAST CORNER OF
 GV5893'THE NORTHWING OF THE CHURCH, 119.48 METERS (392.0 FEET) NORTH FROM THE
 GV5893'APPROXIMATE CENTER OF BLACKBURN LANE, 32.92 METERS (108.0 FEET) NORTH
 GV5893'FROM THE CENTER OF A 30-INCH OAK TREE.  NOTE-- THE 1958 RECOVERY
 GV5893'STATES THAT AN UNDERGROUND STATION MARK DISK STAMPED--BUZ RM NO. 3
 GV5893'1934--, WAS SET UNDER THE REFERENCE MARK NO. 3 SURFACE MARK.
 GV5893'
 GV5893'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED--BUZ NO. 5 1934
 GV5893'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH
 GV5893'WITH THE GROUND.  LOCATED 135.25 METERS (443.73 FEET) WEST FROM THE
 GV5893'CENTERLINE OF A BETHEL ROAD,  21.95 METERS (72.01 FEET) EAST FROM
 GV5893'THE SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH AND ON TANGENT
 GV5893'WITH THE SOUTH WALL OF THE NORTH WING OF THE CHURCH,  20.42 METERS
 GV5893'(67.0 FEET) NORTH FROM A UTILITY POLE WITH A FLOOD LIGHT, 64.92 METERS
 GV5893'(213.0 FEET) NORTH FROM THE APPROXIMATE CENTER OF BLACKBURN LANE.
 GV5893'
 GV5893'BUZ AZ 1 IS A STANDARD CGS DISK STAMPED--BUZ 1934 1958--, SET INTO THE
 GV5893'TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER IN DIAMETER,
 GV5893'RECESSED 1 CM BELOW THE GROUND.  LOCATED 19.11 METERS (62.7 FT) NORTH
 GV5893'OF THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER 1346, 5.59 (18.0
 GV5893'FT) EAST FROM THE CENTER OF BIG BETHEL ROAD, 0.67 M (2.2 FT) NORTH
 GV5893'FROM POWERLINE POLE NO 62 AND 27.43 M (90.0 FT) NW FROM THE NW CORNER
 GV5893'OF ATTACHED BRICK GARAGE TO HOUSE NUNBER 1346.
 GV5893'
 GV5893'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED--BUZ 1934 1986 NO 2--, SET
 GV5893'INTO THE TOP OF A ROUND CONCRETE POST 32 CM IN DIAMETER, FLUSH WITH
 GV5893'THE GROUND.  LOCATED 6.0 M (19.68 FT) SOUTH FROM THE CENTER OF SOUTH
 GV5893'CIRCLE DRIVEWAY TO HOUSE 1396, 35.8 M (117.45 FEET) SW FROM THE SW COR
 GV5893'OF WOOD FRAME HOUSE NO. 1396, 2.5 M (8.2 FEET) EAST FROM A POWER LINE
 GV5893'POLE NO. 76 (WITH A REFERENCE TAG), 10.3 METERS (33.79 FT) EAST FROM
 GV5893'THE CENTERLINE OF BIG BETHEL ROAD, 0.30 METERS (0.98 FT) WEST FROM A
 GV5893'FIBERGLASS WITNESS POST AND 19.65 METERS (64.47 FEET) SOUTHEAST FROM
 GV5893'UTILITY POLE NO. 3823, ACROSS THE ROAD.  NO UNDERGROUND MARK DUE TO
 GV5893'EXCESSIVE WATER IN HOLE.
 GV5893
 GV5893                          STATION RECOVERY (2001)
 GV5893
 GV5893'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV5893'MARK NOT FOUND.
 GV5893
 GV5893                          STATION RECOVERY (2001)
 GV5893
 GV5893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PWM)
 GV5893'MARK FOUND IN GRASS AREA, EAST OF PARKING LOT OF THE ABUNDANT LIFE
 GV5893'TABERNACLE CHURCH, BETWEEN TWO LARGE OAKS. MARK IS IN GOOD SHAPE AND
 GV5893'WAS OCCUPIED FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0227 ***********************************************************************
 GV0227  DESIGNATION -  BUZ RM 1
 GV0227  PID         -  GV0227
 GV0227  STATE/COUNTY-  VA/C OF HAMPTON
 GV0227  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0227
 GV0227                         *CURRENT SURVEY CONTROL
 GV0227  ___________________________________________________________________
 GV0227* NAD 83(1986)-  37 04 42.     (N)    076 25 35.     (W)     SCALED    
 GV0227* NAVD 88     -         6.955  (meters)      22.82   (feet)  ADJUSTED  
 GV0227  ___________________________________________________________________
 GV0227  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0227  DYNAMIC HT  -           6.949 (meters)      22.80  (feet)  COMP
 GV0227  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 GV0227
 GV0227  VERT ORDER  -  SECOND    CLASS 0
 GV0227
 GV0227.The horizontal coordinates were scaled from a topographic map and have
 GV0227.an estimated accuracy of +/- 6 seconds.
 GV0227
 GV0227.The orthometric height was determined by differential leveling
 GV0227.and adjusted by the National Geodetic Survey in June 1991..
 GV0227
 GV0227.The geoid height was determined by GEOID03.
 GV0227
 GV0227.The dynamic height is computed by dividing the NAVD 88
 GV0227.geopotential number by the normal gravity value computed on the
 GV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0227.degrees latitude (g = 980.6199 gals.).
 GV0227
 GV0227.The modeled gravity was interpolated from observed gravity values.
 GV0227
 GV0227;                    North         East    Units  Estimated Accuracy
 GV0227;SPC VA S     - 1,084,700.    3,684,360.      MT  (+/- 180 meters Scaled)
 GV0227
 GV0227                          SUPERSEDED SURVEY CONTROL
 GV0227
 GV0227  NGVD 29 (??/??/??)    7.195  (m)           23.61   (f) ADJUSTED    2 0
 GV0227
 GV0227.Superseded values are not recommended for survey control.
 GV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0227.See file dsdata.txt to determine how the superseded data were derived.
 GV0227
 GV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732045(NAD 83)
 GV0227_MARKER: DR = REFERENCE MARK DISK
 GV0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0227_STAMPING: BUZ NO 1 1934
 GV0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0227+STABILITY: SURFACE MOTION
 GV0227
 GV0227  HISTORY     - Date     Condition        Report By
 GV0227  HISTORY     - 1934     MONUMENTED       CGS
 GV0227  HISTORY     - 1959     GOOD             CGS
 GV0227  HISTORY     - 19860423 MARK NOT FOUND   NGS
 GV0227  HISTORY     - 20010319 MARK NOT FOUND   USPSQD
 GV0227
 GV0227                          STATION DESCRIPTION
 GV0227
 GV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0227'6.4 MI NW FROM HAMPTON.
 GV0227'73.1 FEET SOUTH OF BUZ TRIANGULATION-STATION DESCRIBED, 1/2 FOOT
 GV0227'EAST OF A CONCRETE WITNESS POST PROJECTING 4 FEET, AND SET IN
 GV0227'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 GV0227'GROUND.
 GV0227
 GV0227                          STATION RECOVERY (1986)
 GV0227
 GV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV0227'NO DESCRIPTION.
 GV0227
 GV0227                          STATION RECOVERY (2001)
 GV0227
 GV0227'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0225 ***********************************************************************
 GV0225  DESIGNATION -  BUZ RM 3
 GV0225  PID         -  GV0225
 GV0225  STATE/COUNTY-  VA/C OF HAMPTON
 GV0225  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0225
 GV0225                         *CURRENT SURVEY CONTROL
 GV0225  ___________________________________________________________________
 GV0225* NAD 83(1986)-  37 04 42.     (N)    076 25 35.     (W)     SCALED    
 GV0225* NAVD 88     -         7.028  (meters)      23.06   (feet)  ADJUSTED  
 GV0225  ___________________________________________________________________
 GV0225  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0225  DYNAMIC HT  -           7.023 (meters)      23.04  (feet)  COMP
 GV0225  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 GV0225
 GV0225  VERT ORDER  -  SECOND    CLASS 0
 GV0225
 GV0225.The horizontal coordinates were scaled from a topographic map and have
 GV0225.an estimated accuracy of +/- 6 seconds.
 GV0225
 GV0225.The orthometric height was determined by differential leveling
 GV0225.and adjusted by the National Geodetic Survey in June 1991..
 GV0225
 GV0225.The geoid height was determined by GEOID03.
 GV0225
 GV0225.The dynamic height is computed by dividing the NAVD 88
 GV0225.geopotential number by the normal gravity value computed on the
 GV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0225.degrees latitude (g = 980.6199 gals.).
 GV0225
 GV0225.The modeled gravity was interpolated from observed gravity values.
 GV0225
 GV0225;                    North         East    Units  Estimated Accuracy
 GV0225;SPC VA S     - 1,084,700.    3,684,360.      MT  (+/- 180 meters Scaled)
 GV0225
 GV0225                          SUPERSEDED SURVEY CONTROL
 GV0225
 GV0225  NGVD 29 (??/??/??)    7.269  (m)           23.85   (f) ADJUSTED    2 0
 GV0225
 GV0225.Superseded values are not recommended for survey control.
 GV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0225.See file dsdata.txt to determine how the superseded data were derived.
 GV0225
 GV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732045(NAD 83)
 GV0225_MARKER: DR = REFERENCE MARK DISK
 GV0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0225_STAMPING: BUZ NO 3 1934
 GV0225_MARK LOGO: CGS   
 GV0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0225+STABILITY: SURFACE MOTION
 GV0225
 GV0225  HISTORY     - Date     Condition        Report By
 GV0225  HISTORY     - 1934     MONUMENTED       CGS
 GV0225  HISTORY     - 1959     GOOD             CGS
 GV0225  HISTORY     - 19860423 GOOD             NGS
 GV0225  HISTORY     - 20010319 MARK NOT FOUND   USPSQD
 GV0225
 GV0225                          STATION DESCRIPTION
 GV0225
 GV0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0225'6.4 MI NW FROM HAMPTON.
 GV0225'179.3 FEET NORTH OF BUZ TRIANGULATION-STATION DESCRIBED, AND SET
 GV0225'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GV0225'THE GROUND.
 GV0225
 GV0225                          STATION RECOVERY (1986)
 GV0225
 GV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV0225'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED BUZ NO. 3 1934 SET
 GV0225'INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM RECESSED 35 CM ABOVE
 GV0225'THE GROUND.  LOCATED 0.4 METERS, 1.3 FEET SOUTH FROM A WITNESS POST.
 GV0225'48.34 METERS, 158.6 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE
 GV0225'NORTHWING OF THE CHURCH.  119.48 METERS, 392.0 FEET NORTH FROM THE
 GV0225'APPROXIMATE CENTER OF BLACKBURN LANE.  32.92 METERS, 108.0 FEET NORTH
 GV0225'FROM THE CENTER OF A 30-INCH OAK TREE.  NOTE--THE 1958 RECOVERY STATES
 GV0225'THAT AN UNDERGROUND STATION MARK DISK STAMPED BUZ RM NO. 3 1934 WAS
 GV0225'SET UNDER THE REFERENCE MARK NO. 3 SURFACE MARK.
 GV0225
 GV0225                          STATION RECOVERY (2001)
 GV0225
 GV0225'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0224 ***********************************************************************
 GV0224  DESIGNATION -  BUZ RM 4
 GV0224  PID         -  GV0224
 GV0224  STATE/COUNTY-  VA/C OF HAMPTON
 GV0224  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0224
 GV0224                         *CURRENT SURVEY CONTROL
 GV0224  ___________________________________________________________________
 GV0224* NAD 83(1986)-  37 04 42.     (N)    076 25 35.     (W)     SCALED    
 GV0224* NAVD 88     -         7.400  (meters)      24.28   (feet)  ADJUSTED  
 GV0224  ___________________________________________________________________
 GV0224  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0224  DYNAMIC HT  -           7.395 (meters)      24.26  (feet)  COMP
 GV0224  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 GV0224
 GV0224  VERT ORDER  -  SECOND    CLASS 0
 GV0224
 GV0224.The horizontal coordinates were scaled from a topographic map and have
 GV0224.an estimated accuracy of +/- 6 seconds.
 GV0224
 GV0224.The orthometric height was determined by differential leveling
 GV0224.and adjusted by the National Geodetic Survey in June 1991..
 GV0224
 GV0224.The geoid height was determined by GEOID03.
 GV0224
 GV0224.The dynamic height is computed by dividing the NAVD 88
 GV0224.geopotential number by the normal gravity value computed on the
 GV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0224.degrees latitude (g = 980.6199 gals.).
 GV0224
 GV0224.The modeled gravity was interpolated from observed gravity values.
 GV0224
 GV0224;                    North         East    Units  Estimated Accuracy
 GV0224;SPC VA S     - 1,084,700.    3,684,360.      MT  (+/- 180 meters Scaled)
 GV0224
 GV0224                          SUPERSEDED SURVEY CONTROL
 GV0224
 GV0224  NGVD 29 (??/??/??)    7.641  (m)           25.07   (f) ADJUSTED    2 0
 GV0224
 GV0224.Superseded values are not recommended for survey control.
 GV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0224.See file dsdata.txt to determine how the superseded data were derived.
 GV0224
 GV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732045(NAD 83)
 GV0224_MARKER: DR = REFERENCE MARK DISK
 GV0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0224_STAMPING: BUZ NO 4 1934
 GV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0224+STABILITY: SURFACE MOTION
 GV0224
 GV0224  HISTORY     - Date     Condition        Report By
 GV0224  HISTORY     - 1934     MONUMENTED       CGS
 GV0224  HISTORY     - 1959     GOOD             CGS
 GV0224  HISTORY     - 19860423 MARK NOT FOUND   NGS
 GV0224  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV0224
 GV0224                          STATION DESCRIPTION
 GV0224
 GV0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0224'6.4 MI NW FROM HAMPTON.
 GV0224'229.3 FEET NORTHEAST OF BUZ DESCRIBED, 1 FOOT SOUTH OF A WIRE
 GV0224'FENCE, 26 FEET EAST-NORTHEAST OF A 36-INCH LOW FORKED GUM TREE,
 GV0224'41.8 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL
 GV0224'TWO-STORY WOODEN HOUSE, 233 FEET WEST OF THE CENTER LINE OF BIG
 GV0224'BETHEL ROAD, AT ABOUT RIGHT ANGLE ACROSS THE ROAD FROM POWER LINE
 GV0224'AND TELEPHONE POLE NO. 50, AND SET IN TOP OF A CONCRETE POST FLUSH
 GV0224'WITH THE GROUND.
 GV0224
 GV0224                          STATION RECOVERY (1986)
 GV0224
 GV0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV0224'NO DESCRIPTION.
 GV0224
 GV0224                          STATION RECOVERY (2001)
 GV0224
 GV0224'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5894 ***********************************************************************
 GV5894  DESIGNATION -  BUZ RM 5
 GV5894  PID         -  GV5894
 GV5894  STATE/COUNTY-  VA/C OF HAMPTON
 GV5894  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV5894
 GV5894                         *CURRENT SURVEY CONTROL
 GV5894  ___________________________________________________________________
 GV5894* NAD 83(1986)-  37 04 42.     (N)    076 25 35.     (W)     SCALED    
 GV5894* NAVD 88     -         7.24   (meters)      23.8    (feet)  RESET     
 GV5894  ___________________________________________________________________
 GV5894  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV5894
 GV5894  VERT ORDER  -  THIRD
 GV5894
 GV5894.The horizontal coordinates were scaled from a topographic map and have
 GV5894.an estimated accuracy of +/- 6 seconds.
 GV5894
 GV5894.The orthometric height was computed from unverified reset data.
 GV5894.No vertical observational check was made to the station.
 GV5894
 GV5894.The geoid height was determined by GEOID03.
 GV5894
 GV5894;                    North         East    Units  Estimated Accuracy
 GV5894;SPC VA S     - 1,084,700.    3,684,360.      MT  (+/- 180 meters Scaled)
 GV5894
 GV5894                          SUPERSEDED SURVEY CONTROL
 GV5894
 GV5894  NGVD 29 (03/21/06)    7.48   (m)           24.5    (f) RESET       3  
 GV5894
 GV5894.Superseded values are not recommended for survey control.
 GV5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5894.See file dsdata.txt to determine how the superseded data were derived.
 GV5894
 GV5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732045(NAD 83)
 GV5894_MARKER: DR = REFERENCE MARK DISK
 GV5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5894_SP_SET: CONCRETE POST
 GV5894_STAMPING: BUZ NO 5 1934 1986
 GV5894_MARK LOGO: NGS   
 GV5894_PROJECTION: FLUSH
 GV5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5894+STABILITY: SURFACE MOTION
 GV5894
 GV5894  HISTORY     - Date     Condition        Report By
 GV5894  HISTORY     - 1986     MONUMENTED       NGS
 GV5894  HISTORY     - 19860423 GOOD             NGS
 GV5894
 GV5894                          STATION DESCRIPTION
 GV5894
 GV5894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GV5894'IN HAMPTON.
 GV5894'1.52 KM (0.95 MI) NORTH ALONG BIG BETHEL RD. FROM THE INTERSECTION
 GV5894'WITH U.S. HIGHWAY 258, MERCURY BLVD., WHICH IS ABOUT 2.4 KM (1.50 MI)
 GV5894'WEST OF THE INTERSECTION OF INTERSTATE 64 AND MERCURY BLVD., TO STATE
 GV5894'HIGHWAY 152.  CONTINUE NORTH ON BIG BETHEL RD. FOR 4.08 KM (2.55 MI)
 GV5894'TO BLACKBURN LANE.  TURN LEFT, WEST ON BLACKBURN LANE FOR 0.16 KM
 GV5894'(0.10 MI) TO THE MARK ON THE RIGHT, 21.95 M (72.0 FT) EAST OF THE
 GV5894'SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH ON TANGENTS WITH THE
 GV5894'SOUTH WALL OF THE NORTHWING OF THE CHURCH, 64.92 M (213.0 FT) NORTH
 GV5894'OF THE APPROXIMATE CENTER OF BLACKBURN LANE, 135.25 M (443.7 FT) WEST
 GV5894'OF THE CENTERLINE OF BIG BETHEL RD AND 20.42 M (67.0 FT) NORTH OF A
 GV5894'UTILITY POLE WITH A FLOOD LIGHT.
 GV5894'THE MARK IS ABOVE LEVEL WITH PARKING PAD AT CHURCH.
 GV5894
 GV5894                          STATION RECOVERY (1986)
 GV5894
 GV5894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 GV5894'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED BUZ NO. 5 1934
 GV5894'1968 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM FLUSH WITH
 GV5894'THE GROUND.  LOCATED 135.25 METERS, 443.73 FEET WEST FROM THE
 GV5894'CENTERLINE OF A BETHEL ROAD.  21.95 METERS, 72.01 FEET EAST FROM THE
 GV5894'SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH AND ON TANGENT WITH
 GV5894'THE SOUTH WALL OF THE NORTH WING OF THE CHURCH.  20.42 METERS, 67.0
 GV5894'FEET NORTH FROM A UTILITY POLE WITH A FLOOD LIGHT.  64.92 METERS,
 GV5894'213.0 FEET NORTH FROM THE APPROXIMATE CENTER OF BLACKBURN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2376 ***********************************************************************
 GW2376  DESIGNATION -  BUZZARD
 GW2376  PID         -  GW2376
 GW2376  STATE/COUNTY-  VA/NELSON
 GW2376  USGS QUAD   -  LOVINGSTON (1984)
 GW2376
 GW2376                         *CURRENT SURVEY CONTROL
 GW2376  ___________________________________________________________________
 GW2376* NAD 83(1993)-  37 46 19.99022(N)    078 51 36.30338(W)     ADJUSTED  
 GW2376* NAVD 88     -       516.2    (meters)    1694.     (feet)  VERTCON   
 GW2376  ___________________________________________________________________
 GW2376  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GW2376  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW2376
 GW2376  HORZ ORDER  -  SECOND
 GW2376
 GW2376.The horizontal coordinates were established by classical geodetic methods
 GW2376.and adjusted by the National Geodetic Survey in November 1994..
 GW2376
 GW2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2376
 GW2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2376
 GW2376.The geoid height was determined by GEOID03.
 GW2376
 GW2376;                    North         East     Units Scale Factor Converg.
 GW2376;SPC VA S     - 1,159,743.981 3,468,276.358   MT  0.99997029   -0 13 06.8
 GW2376;SPC VA S     - 3,804,926.71 11,378,836.68   sFT  0.99997029   -0 13 06.8
 GW2376;UTM  17      - 4,182,699.159   688,469.561   MT  1.00003752   +1 18 40.1
 GW2376
 GW2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2376!SPC VA S     -   0.99992402  x   0.99997029  =   0.99989431
 GW2376!UTM  17      -   0.99992402  x   1.00003752  =   0.99996153
 GW2376
 GW2376:                Primary Azimuth Mark                     Grid Az
 GW2376:SPC VA S     -  LOVINGSTON CALVARY BAPTIST CH            212 54 22.8
 GW2376:UTM  17      -  LOVINGSTON CALVARY BAPTIST CH            211 22 35.9
 GW2376
 GW2376|---------------------------------------------------------------------|
 GW2376| PID    Reference Object                     Distance      Geod. Az  |
 GW2376|                                                           dddmmss.s |
 GW2376| GW2374 LOVINGSTON CALVARY BAPTIST CH       APPROX. 3.1 KM 2124116.0 |
 GW2376| DC5207 BUZZARD RM 1                          8.497 METERS 26603     |
 GW2376|---------------------------------------------------------------------|
 GW2376
 GW2376                          SUPERSEDED SURVEY CONTROL
 GW2376
 GW2376  NAD 83(1986)-  37 46 19.99276(N)    078 51 36.29481(W) AD(       ) 2
 GW2376  NAD 27      -  37 46 19.48036(N)    078 51 37.21417(W) AD(       ) 2
 GW2376  NGVD 29 (07/19/86)  516.4    (m)         1694.     (f) VERT ANG       
 GW2376
 GW2376.Superseded values are not recommended for survey control.
 GW2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2376.See file dsdata.txt to determine how the superseded data were derived.
 GW2376
 GW2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8847082699(NAD 83)
 GW2376_MARKER: DS = TRIANGULATION STATION DISK
 GW2376_SETTING: 66 = SET IN ROCK OUTCROP
 GW2376_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GW2376
 GW2376  HISTORY     - Date     Condition        Report By
 GW2376  HISTORY     - 1965     MONUMENTED       CGS
 GW2376
 GW2376                          STATION DESCRIPTION
 GW2376
 GW2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2376'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF LOVINGSTON,
 GW2376'ON A NORTHWEST-SOUTH EAST RIDGE THAT IS WELL COVERED WITH
 GW2376'TIMBER.  THE STATION IS ON THE THIRD KNOB TO THE EAST OF
 GW2376'WHERE U.S. HIGHWAY 29 PASSES OVER THE WESTERLY END OF THE
 GW2376'RIDGE.  THE KNOB IS KNOW LOCALY AS BUZZARD KNOB AND IS ON
 GW2376'MR. B. TUCKERS PROPERTY.
 GW2376'
 GW2376'TO REACH THE STATION FROM THE RAILROAD STATION IN SHIPMAN, GO
 GW2376'NORTH ON COUNTY ROAD 639 FOR 1.9 MILES TO A RAILROAD CROSSING,
 GW2376'CONTINUE NORTHERLY ON COUNTY ROAD 639 FOR 1.8 MILES TO A
 GW2376'FORK, TURN LEFT ON COUNTY ROAD 641 AND GO NORTHWEST FOR 0.2
 GW2376'MILE TO A RAILROAD OVER-PASS, CONTINUE NORTHWEST ON COUNTY
 GW2376'ROAD 641 AND GO 0.25 MILE TO A FORK, TAKE THE LEFT FORK AND
 GW2376'CONTINUE NORTHWEST ON COUNTY ROAD 641 FOR 2.8 MILES TO A FORK,
 GW2376'TAKE THE LEFT FORK, CROSS CREEK, AND CONTINUE WESTERLY ON
 GW2376'COUNTY ROAD 641 FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK
 GW2376'AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.9 MILE TO A FORK,
 GW2376'TAKE THE RIGHT FORK, CROSS CREEK, AND CONTINUE WESTERLY
 GW2376'FOR 0.4 MILE TO A DIM TRACK ROAD ON THE LEFT AND A 20-INCH
 GW2376'TRIANGLE BLAZED POPULAR TREE AND THE END OF TRUCK TRAVEL
 GW2376'FOR A 2-WHEEL DRIVE.  PACK WESTERLY UP STEEP DIM TRACK
 GW2376'ROAD FOR ABOUT 0.2 MILE TO THE END OF ROAD, CONTINUE
 GW2376'WESTERLY FOR ABOUT 0.2 MILE ON A BLAZED TRAIL TO A
 GW2376'LARGE FLAT ROCK AND THE STATION.
 GW2376'
 GW2376'STATION MARK IS 3.0 FEET WEST OF THE EAST EDGE OF THE ROCK
 GW2376'THAT DROPS OFF ABOUT 15 FEET ON THE EAST SIDE.  THE MARK IS
 GW2376'A STANDARD DISK CEMENTED IN A DRILLHOLE IN BED ROCK, SET
 GW2376'FLUSH, AND IS STAMPED BUZZARD 1965.
 GW2376'
 GW2376'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 GW2376'IN BEDROCK, SET FLUSH, AND IS STAMPED BUZZARD NO 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9428 ***********************************************************************
 AA9428  DESIGNATION -  BUZZARD
 AA9428  PID         -  AA9428
 AA9428  STATE/COUNTY-  VA/PATRICK
 AA9428  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9428
 AA9428                         *CURRENT SURVEY CONTROL
 AA9428  ___________________________________________________________________
 AA9428* NAD 83(1993)-  36 39 22.85389(N)    080 26 29.70511(W)     ADJUSTED  
 AA9428* NAVD 88     -       820.0    (meters)    2690.     (feet)  GPS OBS   
 AA9428  ___________________________________________________________________
 AA9428  X           -     850,770.398 (meters)                     COMP
 AA9428  Y           -  -5,052,354.446 (meters)                     COMP
 AA9428  Z           -   3,787,337.592 (meters)                     COMP
 AA9428  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AA9428  ELLIP HEIGHT-         787.72  (meters)          (05/17/02) GPS OBS
 AA9428  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AA9428
 AA9428  HORZ ORDER  -  FIRST
 AA9428  ELLP ORDER  -  FOURTH    CLASS II
 AA9428
 AA9428.The horizontal coordinates were established by GPS observations
 AA9428.and adjusted by the National Geodetic Survey in December 1995..
 AA9428
 AA9428.The orthometric height was determined by GPS observations and a
 AA9428.high-resolution geoid model.
 AA9428
 AA9428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9428
 AA9428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9428
 AA9428.The ellipsoidal height was determined by GPS observations
 AA9428.and is referenced to NAD 83.
 AA9428
 AA9428.The geoid height was determined by GEOID03.
 AA9428
 AA9428;                    North         East     Units Scale Factor Converg.
 AA9428;SPC VA S     - 1,037,631.769 3,326,410.093   MT  1.00002185   -1 10 42.2
 AA9428;SPC VA S     - 3,404,296.90 10,913,397.11   sFT  1.00002185   -1 10 42.2
 AA9428;UTM  17      - 4,056,896.277   549,908.527   MT  0.99963069   +0 20 00.2
 AA9428
 AA9428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9428!SPC VA S     -   0.99987639  x   1.00002185  =   0.99989824
 AA9428!UTM  17      -   0.99987639  x   0.99963069  =   0.99950713
 AA9428
 AA9428                          SUPERSEDED SURVEY CONTROL
 AA9428
 AA9428  ELLIP H (12/05/95)  787.82   (m)                       GP(       ) 4 2
 AA9428
 AA9428.Superseded values are not recommended for survey control.
 AA9428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9428.See file dsdata.txt to determine how the superseded data were derived.
 AA9428
 AA9428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4990956896(NAD 83)
 AA9428_MARKER: DD = SURVEY DISK
 AA9428_SETTING: 66 = SET IN ROCK OUTCROP
 AA9428_STAMPING: 1430 BUZZARD VA LS 1718 1995
 AA9428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9428+STABILITY: POSITION/ELEVATION WELL
 AA9428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9428+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9428
 AA9428  HISTORY     - Date     Condition        Report By
 AA9428  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9428
 AA9428                          STATION DESCRIPTION
 AA9428
 AA9428'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9428'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON PRIMLAND
 AA9428'PROPERTY ABOUT 1.8 MILES NORTHEAST OF THE TOWN OF KIBLER.  TO REACH
 AA9428'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE
 AA9428'610 PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO
 AA9428'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9428'BUSTED ROCK ROAD A DISTANCE OF 4.0 MILES TO ITS INTERSECTION WITH
 AA9428'BUZZARD ROOST ROAD.  TURN LEFT AND PROCEED SOUTH ALONG BUZZARD ROOST
 AA9428'ROAD A DISTANCE OF 0.4 MILE TO ITS END.  HIKE DUE WEST THROUGH THE
 AA9428'LOGGED FOREST, ALONG OLD LOG ROAD AN APPROXIMATE DISTANCE OF 0.2 MILE
 AA9428'TO THE TOP OF RIDGE. TURN LEFT AND HIKE DUE SOUTH AN APPROXIMATE
 AA9428'DISTANCE OF 400 FEET TO A WELL MARKED BOUNDARY LINE. TURN RIGHT AND
 AA9428'FOLLOW BOUNDARY LINE WEST TO A CORNER PIN. STATION IS APPROXIMATELY 75
 AA9428'FEET SOUTH OF CORNER PIN.  OBTAIN PERMISSION TO CROSS PRIMLAND FROM
 AA9428'LARRY MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA, TELEPHONE NUMBER
 AA9428'(703) 251-8018, EXTENSION 243.  THE STATION IS A STANDARD 3 1/4 INCH
 AA9428'ALUMINUM SURVEY DISK CEMENTED IN ROCK AND STAMPED 1430 BUZZARD VA LS
 AA9428'1718 1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9428'MAGNETIC NORTH)(1) 71.8 FEET AZIMUTH 14 DEGREES TO A PROPERTY CORNER
 AA9428'PIN ON THE BOUNDARY CORNER, (2)37.5 FEET AZIMUTH 122 DEGREES TO A
 AA9428'NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 0.4 FOOT ABOVE GROUND
 AA9428'IN ROCK PILE, (3)49.3 FEET AZIMUTH 195 DEGREES TO A NAIL IN THE SIDE
 AA9428'OF AN 18 INCH OAK TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF
 AA9428'THE TREE, (4)39.0 FEET AZIMUTH 212 DEGREES TO A NAIL IN THE SIDE OF A
 AA9428'12 INCH PINE TREE MARKED WITH A REFERENCE MARKER IN THE FACE OF THE
 AA9428'TREE, AND (5)14.5 FEET WEST FROM A WHITE CARSONITE WITNESS POST.  THE
 AA9428'STATION IS INTERVISIBLE WITH STATIONS 1420 TAILRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3456 ***********************************************************************
 GA3456  DESIGNATION -  BUZZARD RESET
 GA3456  PID         -  GA3456
 GA3456  STATE/COUNTY-  VA/LEE
 GA3456  USGS QUAD   -  STICKLEYVILLE (1976)
 GA3456
 GA3456                         *CURRENT SURVEY CONTROL
 GA3456  ___________________________________________________________________
 GA3456* NAD 83(1993)-  36 44 08.07369(N)    082 56 57.31920(W)     ADJUSTED  
 GA3456* NAVD 88     -       972.43   (+/-2cm)    3190.4    (feet)  VERTCON   
 GA3456  ___________________________________________________________________
 GA3456  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GA3456  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GA3456
 GA3456  HORZ ORDER  -  FIRST
 GA3456  VERT ORDER  -  THIRD ? (See Below)
 GA3456
 GA3456.The horizontal coordinates were established by classical geodetic methods
 GA3456.and adjusted by the National Geodetic Survey in December 1995..
 GA3456
 GA3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3456.The vertical order pertains to the NGVD 29 superseded value.
 GA3456
 GA3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3456
 GA3456.The geoid height was determined by GEOID03.
 GA3456
 GA3456;                    North         East     Units Scale Factor Converg.
 GA3456;SPC VA S     - 1,054,001.944 3,102,741.986   MT  1.00000579   -2 42 01.3
 GA3456;SPC VA S     - 3,458,004.71 10,179,579.33   sFT  1.00000579   -2 42 01.3
 GA3456;SPC KY1Z     - 1,048,398.375 1,750,147.373   MT  1.00010134   +1 43 10.4
 GA3456;SPC KY1Z     - 3,439,620.34  5,741,941.84   sFT  1.00010134   +1 43 10.4
 GA3456;SPC KY S     -   548,346.157   750,122.835   MT  0.99999959   +1 41 54.8
 GA3456;SPC KY S     - 1,799,032.35  2,461,028.00   sFT  0.99999959   +1 41 54.8
 GA3456;UTM  17      - 4,067,310.806   325,954.559   MT  0.99997320   -1 09 58.3
 GA3456
 GA3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3456!SPC VA S     -   0.99985225  x   1.00000579  =   0.99985804
 GA3456!SPC KY1Z     -   0.99985225  x   1.00010134  =   0.99995358
 GA3456!SPC KY S     -   0.99985225  x   0.99999959  =   0.99985184
 GA3456!UTM  17      -   0.99985225  x   0.99997320  =   0.99982545
 GA3456
 GA3456:                Primary Azimuth Mark                     Grid Az
 GA3456:SPC VA S     -  BLACK MOUNTAIN ASRS 2 DOME               017 13 42.7
 GA3456:SPC KY1Z     -  BLACK MOUNTAIN ASRS 2 DOME               012 48 31.0
 GA3456:SPC KY S     -  BLACK MOUNTAIN ASRS 2 DOME               012 49 46.6
 GA3456:UTM  17      -  BLACK MOUNTAIN ASRS 2 DOME               015 41 39.7
 GA3456
 GA3456|---------------------------------------------------------------------|
 GA3456| PID    Reference Object                     Distance      Geod. Az  |
 GA3456|                                                           dddmmss.s |
 GA3456| GA3465 BLACK MOUNTAIN ASRS 2 DOME          APPROX.20.7 KM 0143141.4 |
 GA3456| DB8900 BUZZARD AZ MK                                      0460334.5 |
 GA3456| GA3423 LITTLE STONE MOUNTAIN LOT           APPROX.26.0 KM 0461708.4 |
 GA3456| DB8901 BUZZARD RM 1                          4.277 METERS 14029     |
 GA3456| DB8903 BUZZARD RM 3                          4.277 METERS 14039     |
 GA3456| DB8904 BUZZARD RM 4                          3.224 METERS 23951     |
 GA3456| DB8902 BUZZARD RM 2                          3.128 METERS 24318     |
 GA3456| GA3493 FOX                                 APPROX.38.8 KM 2804625.7 |
 GA3456|---------------------------------------------------------------------|
 GA3456
 GA3456                          SUPERSEDED SURVEY CONTROL
 GA3456
 GA3456  NAD 83(1993)-  36 44 08.07567(N)    082 56 57.32185(W) AD(       ) 1
 GA3456  NAD 83(1986)-  36 44 08.08275(N)    082 56 57.32400(W) AD(       ) 1
 GA3456  NAD 27      -  36 44 07.76100(N)    082 56 57.72800(W) AD(       ) 1
 GA3456  NGVD 29 (07/19/86)  972.56   (m)         3190.8    (f) LEVELING    3  
 GA3456
 GA3456.Superseded values are not recommended for survey control.
 GA3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3456.See file dsdata.txt to determine how the superseded data were derived.
 GA3456
 GA3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2595567311(NAD 83)
 GA3456_MARKER: I = METAL ROD
 GA3456_SETTING: 0 = UNSPECIFIED SETTING
 GA3456
 GA3456  HISTORY     - Date     Condition        Report By
 GA3456  HISTORY     - 1963     MONUMENTED       CGS
 GA3456
 GA3456                          STATION DESCRIPTION
 GA3456
 GA3456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3456'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.  REFERENCE
 GA3456'MARKS NO. 1 AND NO. 2 WERE NOT FOUND.  THE STATION DISK TOP
 GA3456'HAS BEEN BROKEN OFF.  A PUNCH POINT AT THE CENTER OF THE STATION
 GA3456'DISK SHANK WAS USED.  THIS PARTY ESTABLISHED REFERENCE MARKS
 GA3456'NO. 3 AND 4.
 GA3456'
 GA3456'TO REACH THE STATION FROM THE POST OFFICE IN PENNINGTON GAP,
 GA3456'GO EAST ON U.S. HIGHWAY ALTERNATE 58 FOR 0.85 MILE TO THE
 GA3456'JUNCTION OF U.S. HIGHWAY 421, KEEP RIGHT ON U.S. HIGHWAY 421
 GA3456'AND GO SOUTHERLY FOR 5.7 MILES TO THE JUNCTION OF U.S. HIGHWAY
 GA3456'58, KEEP LEFT, EAST ON U.S. HIGHWAY 58 AND U.S. HIGHWAY 421S
 GA3456'FOR 1.0 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO
 GA3456'.05 MILE TO MR. S.J. SHELBARN RESIDENCE AND A WOODEN GATE
 GA3456'ON THE RIGHT, TURN RIGHT PASS THROUGH GATE, CONTINUE PASSING
 GA3456'A SMALL FRAME BARN, BEAR LEFT AND GO .05 MILE TO A GATE,
 GA3456'CONTINUE 10 YARDS TO ANOTHER GATE, CONTINUE ON TRACK ROAD FOR
 GA3456'0.3 MILE TO AN ABANDONED HOUSE ON THE LEFT, CONTINUE
 GA3456'FOR .05 MILE TO A GATE, CONTINUE FOR 0.8 MILE TO A POLE
 GA3456'FENCED SPRING ON THE RIGHT, CONTINUE NORTH
 GA3456'ON THE TRACK ROAD FOR 0.6 MILE TO THE END OF
 GA3456'TRUCK TRAVEL.  HERE PACK EAST ABOUT 0.3 MILE TO THE SUMMIT
 GA3456'AND THE STATION.  (4-WHEEL DRIVE)
 GA3456'
 GA3456'THE STATION MARK IS 17 FEET NORTHEAST OF A T-FENCE CORNER,
 GA3456'15 FEET NORTH OF A WIRE FENCE AND 13 FEET EAST OF A WIRE FENCE.
 GA3456'
 GA3456'REFERENCE MARK NO. 3 IS 17 FEET EAST OF A T-FENCE CORNER AND
 GA3456'5 FEET NORTH OF A WIRE FENCE.  IT IS A STANDARD DISK CEMENTED
 GA3456'IN A DRILLED HOLE IN A BOULDER AND IS STAMPED BUZZARD NO 3
 GA3456'1893.
 GA3456'
 GA3456'REFERENCE MARK NO. 4 IS 11 FEET NORTH OF A T-FENCE CORNER
 GA3456'AND 3 FEET EAST OF A WIRE FENCE.  IT IS A STANDARD DISK
 GA3456'CEMENTED IN A DRILLED HOLE IN A BOULDER AND IS STAMPED BUZZARD
 GA3456'NO 4 1893.
 GA3456'
 GA3456'THE AZIMUTH MARK IS ON THE EAST SLOPE OF PASTURE.  IT IS A
 GA3456'STANDARD REFERENCE DISK CEMENTED IN A DRILLED HOLE IN A
 GA3456'BOULDER WHICH IS ABOUT 12 FEET IN DIAMETER AND IS STAMPED
 GA3456'BUZZARD AZI 1934.
 GA3456'
 GA3456'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2940 ***********************************************************************
 FZ2940  DESIGNATION -  BUZZARD RESET
 FZ2940  PID         -  FZ2940
 FZ2940  STATE/COUNTY-  VA/GRAYSON
 FZ2940  USGS QUAD   -  WHITETOP MOUNTAIN (1978)
 FZ2940
 FZ2940                         *CURRENT SURVEY CONTROL
 FZ2940  ___________________________________________________________________
 FZ2940* NAD 83(1993)-  36 38 02.23628(N)    081 37 01.45923(W)     ADJUSTED  
 FZ2940* NAVD 88     -      1546.6    (meters)    5074.     (feet)  VERTCON   
 FZ2940  ___________________________________________________________________
 FZ2940  X           -     747,245.349 (meters)                     COMP
 FZ2940  Y           -  -5,070,790.089 (meters)                     COMP
 FZ2940  Z           -   3,785,777.939 (meters)                     COMP
 FZ2940  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 FZ2940  ELLIP HEIGHT-        1515.85  (meters)          (03/27/03) GPS OBS
 FZ2940  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FZ2940
 FZ2940  HORZ ORDER  -  FIRST
 FZ2940  ELLP ORDER  -  FOURTH    CLASS II
 FZ2940
 FZ2940.The horizontal coordinates were established by GPS observations
 FZ2940.and adjusted by the National Geodetic Survey in March 2003..
 FZ2940
 FZ2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2940
 FZ2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2940
 FZ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2940
 FZ2940.The ellipsoidal height was determined by GPS observations
 FZ2940.and is referenced to NAD 83.
 FZ2940
 FZ2940.The geoid height was determined by GEOID03.
 FZ2940
 FZ2940;                    North         East     Units Scale Factor Converg.
 FZ2940;SPC VA S     - 1,037,963.657 3,221,263.079   MT  1.00002674   -1 53 30.6
 FZ2940;SPC VA S     - 3,405,385.76 10,568,427.29   sFT  1.00002674   -1 53 30.6
 FZ2940;SPC NC       -   323,036.594   375,528.096   MT  1.00016400   -1 30 37.8
 FZ2940;SPC NC       - 1,059,829.23  1,232,045.09   sFT  1.00016400   -1 30 37.8
 FZ2940;UTM  17      - 4,054,444.276   444,832.983   MT  0.99963749   -0 22 05.6
 FZ2940
 FZ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2940!SPC VA S     -   0.99976216  x   1.00002674  =   0.99978890
 FZ2940!SPC NC       -   0.99976216  x   1.00016400  =   0.99992612
 FZ2940!UTM  17      -   0.99976216  x   0.99963749  =   0.99939974
 FZ2940
 FZ2940                          SUPERSEDED SURVEY CONTROL
 FZ2940
 FZ2940  NAD 83(1993)-  36 38 02.23990(N)    081 37 01.46326(W) AD(       ) 1
 FZ2940  ELLIP H (09/08/95) 1515.58   (m)                       GP(       ) 4 2
 FZ2940  NAD 83(1986)-  36 38 02.24779(N)    081 37 01.45985(W) AD(       ) 2
 FZ2940  NAD 83(1986)-  36 38 02.24779(N)    081 37 01.45985(W) AD(       ) 1
 FZ2940  NAD 83(1986)-  36 38 02.24757(N)    081 37 01.45744(W) AD(       ) 2
 FZ2940  NGVD 29 (09/17/93) 1546.7    (m)         5074.     (f) GPS OBS        
 FZ2940
 FZ2940.Superseded values are not recommended for survey control.
 FZ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2940.See file dsdata.txt to determine how the superseded data were derived.
 FZ2940
 FZ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4483354444(NAD 83)
 FZ2940_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2940_SETTING: 80 = SET IN A BOULDER
 FZ2940_SP_SET: IN DRILL HOLE IN A BOULDER
 FZ2940_STAMPING: BUZZARD 1979 1991
 FZ2940_MARK LOGO: NCGS  
 FZ2940_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2940+STABILITY: SURFACE MOTION
 FZ2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2940+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 FZ2940
 FZ2940  HISTORY     - Date     Condition        Report By
 FZ2940  HISTORY     - UNK      MONUMENTED
 FZ2940  HISTORY     - 19910625 GOOD             NCGS
 FZ2940
 FZ2940                          STATION DESCRIPTION
 FZ2940
 FZ2940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2940'THE STATION WAS RECOVERED WITH DISK MISSING BUT DRILL HOLE INTACT. A
 FZ2940'NEW DISK WAS RESET AT THIS TIME.
 FZ2940'THE STATION IS LOCATED ON SOUTHWEST SLOPE OF WHITETOP MOUNTAIN
 FZ2940'APPROXIMATELY 2.5 MILES NORTHEAST OF WHITETOP.
 FZ2940'
 FZ2940'TO REACH THE STATION FROM THE INTERSECTION OF US 58 AND COUNTY ROAD
 FZ2940'600 AT THE WHITETOP POST OFFICE, PROCEED NORTHERLY ALONG COUNTY ROAD
 FZ2940'600 FOR 1.8 MILES TO CREST IN SADDLE AND GRAVEL ROAD ON LEFT, THENCE
 FZ2940'2.8 MILES WESTERLY ALONG GRAVEL ROAD TO A RIGHT FORK (WHICH LEADS TO
 FZ2940'SUMMIT), KEEPING LEFT CONTINUE NORTHWEST FOR 0.1 MILE TO A JEEP TRAIL
 FZ2940'ON LEFT LEADING SOUTHWESTERLY APPROXIMATELY 0.5 MILES TO BUZZARD ROCK
 FZ2940'AND STATION APPROXIMATELY 500 FEET SOUTH IN A 1 FOOT BY 3 FOOT
 FZ2940'BOULDER WITHIN A GROUP OF LARGER BOULDERS.
 FZ2940'
 FZ2940'STATION MARK IS A STANDARD DISK STAMPED---BUZZARD 1979 1991-- SET
 FZ2940'FLUSH IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3825 ***********************************************************************
 GV3825  DESIGNATION -  BYE
 GV3825  PID         -  GV3825
 GV3825  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3825  USGS QUAD   -  HEATHSVILLE (1992)
 GV3825
 GV3825                         *CURRENT SURVEY CONTROL
 GV3825  ___________________________________________________________________
 GV3825* NAD 83(1993)-  37 59 12.98377(N)    076 26 16.95157(W)     ADJUSTED  
 GV3825* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3825  ___________________________________________________________________
 GV3825  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 GV3825  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 GV3825
 GV3825  HORZ ORDER  -  SECOND
 GV3825
 GV3825.The horizontal coordinates were established by classical geodetic methods
 GV3825.and adjusted by the National Geodetic Survey in November 1994..
 GV3825
 GV3825.The orthometric height was scaled from a topographic map.
 GV3825
 GV3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3825
 GV3825.The geoid height was determined by GEOID03.
 GV3825
 GV3825;                    North         East     Units Scale Factor Converg.
 GV3825;SPC VA S     - 1,185,494.010 3,681,125.229   MT  1.00000376   +1 15 05.2
 GV3825;SPC VA S     - 3,889,408.26 12,077,158.36   sFT  1.00000376   +1 15 05.2
 GV3825;SPC VA N     - 2,037,583.913 3,681,125.262   MT  1.00000851   +1 17 12.9
 GV3825;SPC VA N     - 6,684,973.22 12,077,158.46   sFT  1.00000851   +1 17 12.9
 GV3825;UTM  18      - 4,205,341.479   373,718.111   MT  0.99979641   -0 53 06.7
 GV3825
 GV3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3825!SPC VA S     -   1.00000553  x   1.00000376  =   1.00000929
 GV3825!SPC VA N     -   1.00000553  x   1.00000851  =   1.00001404
 GV3825!UTM  18      -   1.00000553  x   0.99979641  =   0.99980193
 GV3825
 GV3825|---------------------------------------------------------------------|
 GV3825| PID    Reference Object                     Distance      Geod. Az  |
 GV3825|                                                           dddmmss.s |
 GV3825| DC9042 BYE RM                               10.930 METERS 21949     |
 GV3825| HV6535 HOG ISLAND 4 1919                   APPROX. 3.8 KM 3205650.4 |
 GV3825|---------------------------------------------------------------------|
 GV3825
 GV3825                          SUPERSEDED SURVEY CONTROL
 GV3825
 GV3825  NAD 83(1993)-  37 59 12.98258(N)    076 26 16.95399(W) AD(       ) 2
 GV3825  NAD 83(1986)-  37 59 12.98524(N)    076 26 16.96779(W) AD(       ) 2
 GV3825  NAD 27      -  37 59 12.52600(N)    076 26 18.13500(W) AD(       ) 2
 GV3825
 GV3825.Superseded values are not recommended for survey control.
 GV3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3825.See file dsdata.txt to determine how the superseded data were derived.
 GV3825
 GV3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7371805341(NAD 83)
 GV3825_MARKER: DD = SURVEY DISK
 GV3825_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3825_SP_SET: OBJECT IMBEDDED IN GROUND
 GV3825
 GV3825  HISTORY     - Date     Condition        Report By
 GV3825  HISTORY     - 1920     MONUMENTED       USN
 GV3825  HISTORY     - 1920     GOOD             USN
 GV3825  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3825  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3825
 GV3825                          STATION DESCRIPTION
 GV3825
 GV3825'DESCRIBED BY US NAVY 1920 (HBC)
 GV3825'STATION IS ABOUT ON THE CENTER OF THE POINT LOCATED 14 MILES
 GV3825'BELOW LEWISETTA.  IT IS ABOUT SIX FEET BACK FROM THE EDGE OF
 GV3825'THE BLUFF ABOUT EIGHT FEET ABOVE H.W.M.  THE STATION IS
 GV3825'SURROUNDED BY PINE WOODS AND BRUSH.
 GV3825'
 GV3825'STATION MARK IS A STANDARD BUREAU OF ORDNANCE BRASS MARKER
 GV3825'WHICH IS SURROUNDED BY A MASS CONCRETE.
 GV3825
 GV3825                          STATION RECOVERY (1920)
 GV3825
 GV3825'RECOVERY NOTE BY US NAVY 1920
 GV3825'STATION IS ON THE SOUTHERLY SHORE OF POTOMAC RIVER, ABOUT ON
 GV3825'THE CENTER OF THE POINT (GREAT POINT) LOCATED 1.4 MILES
 GV3825'BELOW LEWISETTA, ABOUT 6 FEET BACK FROM THE EDGE OF THE BLUFF,
 GV3825'ABOUT 8 FEET ABOVE HIGH WATER, AND SURROUNDED BY PINE WOODS
 GV3825'AND BRUSH.
 GV3825'
 GV3825'STATION IS MARKED BY A STANDARD BRASS MARKER OF THE BUREAU OF
 GV3825'ORDNANCE.
 GV3825'
 GV3825'REFERENCE MARK, SUPPOSED TO BE A STANDARD MARKER OF THE BUREAU
 GV3825'OF ORDNANCE, IS 10.93 METERS (35.9 FEET) FROM THE STATION
 GV3825'S 39 DEG 49 MIN W.
 GV3825
 GV3825                          STATION RECOVERY (1943)
 GV3825
 GV3825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3825'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE SHORE
 GV3825'LINE ON GREAT POINT IS WASHING BADLY.
 GV3825'
 GV3825'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 GV3825
 GV3825                          STATION RECOVERY (2002)
 GV3825
 GV3825'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5313 ***********************************************************************
 GV5313  DESIGNATION -  BYRD
 GV5313  PID         -  GV5313
 GV5313  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5313  USGS QUAD   -  CHARLES CITY (1987)
 GV5313
 GV5313                         *CURRENT SURVEY CONTROL
 GV5313  ___________________________________________________________________
 GV5313* NAD 83(1993)-  37 16 53.28254(N)    077 00 56.94573(W)     ADJUSTED  
 GV5313* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 GV5313  ___________________________________________________________________
 GV5313  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 GV5313  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 GV5313
 GV5313  HORZ ORDER  -  THIRD
 GV5313
 GV5313.The horizontal coordinates were established by classical geodetic methods
 GV5313.and adjusted by the National Geodetic Survey in September 1995..
 GV5313
 GV5313.The orthometric height was scaled from a topographic map.
 GV5313
 GV5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5313
 GV5313.The geoid height was determined by GEOID03.
 GV5313
 GV5313;                    North         East     Units Scale Factor Converg.
 GV5313;SPC VA S     - 1,106,253.278 3,631,608.483   MT  0.99994652   +0 54 02.8
 GV5313;SPC VA S     - 3,629,432.63 11,914,702.16   sFT  0.99994652   +0 54 02.8
 GV5313;UTM  18      - 4,128,001.878   321,293.802   MT  0.99999341   -1 13 16.9
 GV5313
 GV5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5313!SPC VA S     -   1.00000434  x   0.99994652  =   0.99995086
 GV5313!UTM  18      -   1.00000434  x   0.99999341  =   0.99999775
 GV5313
 GV5313:                Primary Azimuth Mark                     Grid Az
 GV5313:SPC VA S     -  BYRD AZ MK                               043 04 51.2
 GV5313:UTM  18      -  BYRD AZ MK                               045 12 10.9
 GV5313
 GV5313|---------------------------------------------------------------------|
 GV5313| PID    Reference Object                     Distance      Geod. Az  |
 GV5313|                                                           dddmmss.s |
 GV5313| DC5208 BYRD AZ MK                                         0435854.0 |
 GV5313| DC5209 BYRD RM 1                            14.890 METERS 09307     |
 GV5313| DC5210 BYRD RM 2                            14.818 METERS 16744     |
 GV5313|---------------------------------------------------------------------|
 GV5313
 GV5313                          SUPERSEDED SURVEY CONTROL
 GV5313
 GV5313  NAD 83(1993)-  37 16 53.28442(N)    077 00 56.94708(W) AD(       ) 3
 GV5313  NAD 83(1986)-  37 16 53.28659(N)    077 00 56.96498(W) AD(       ) 3
 GV5313  NAD 27      -  37 16 52.75300(N)    077 00 58.08400(W) AD(       ) 3
 GV5313
 GV5313.Superseded values are not recommended for survey control.
 GV5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5313.See file dsdata.txt to determine how the superseded data were derived.
 GV5313
 GV5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2129428002(NAD 83)
 GV5313_MARKER: DS = TRIANGULATION STATION DISK
 GV5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5313
 GV5313  HISTORY     - Date     Condition        Report By
 GV5313  HISTORY     - 1938     MONUMENTED       CGS
 GV5313  HISTORY     - 1942     GOOD             CGS
 GV5313  HISTORY     - 1949     GOOD             CGS
 GV5313  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5313  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5313
 GV5313                          STATION DESCRIPTION
 GV5313
 GV5313'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5313'STATION IS ON THE SOUTH SIDE OF THE JAMES RIVER, IN UPPER BRANDON
 GV5313'ABOUT 1-1/2 MILES NORTHWEST OF BRANDON POST OFFICE, ABOUT 1-1/2
 GV5313'MILES SOUTH OF THE MOST NORTHERLY TIP OF KENNON MARSH, ON THE
 GV5313'LAND OF F.O. BYRD, ABOUT 0.8 MILE SOUTHEAST OF HIS HOUSE AND
 GV5313'0.3 MILE SOUTHWEST OF THE MOST EASTERLY OF HIS FARM BUILDINGS.
 GV5313'IT IS IN A CULTIVATED FIELD, 10 METERS WEST OF THE CENTER LINE
 GV5313'OF THE ROAD LEADING FROM BRANDON TO MR. BYRDS HOUSE, 180 METERS
 GV5313'NORTHEAST OF A RIGHT ANGLE TURN IN THIS ROAD AND 0.25 MILES
 GV5313'SOUTHWEST OF ANOTHER TURN IN THE ROAD NEAR THE MOST EASTERLY
 GV5313'OF MR. BYRDS MANY FARM BUILDINGS.
 GV5313'
 GV5313'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GV5313'BRONZE DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV5313'
 GV5313'THE REFERENCE MARKS ARE ON THE EAST SIDE OF THE ROAD, UNDER A
 GV5313'TELEPHONE LINE, ON THE WEST EDGE OF A CULTIVATED FIELD.  REFERENCE
 GV5313'MARK NO. 2 IS 2 METERS NORTHEAST OF THE PUMP OF A WELL THAT
 GV5313'IS ALSO IN THE LINE OF TELEPHONE POLES.
 GV5313'
 GV5313'AZIMUTH MARK IS A STANDARD MARK CEMENTED IN A DRILL HOLE IN AN
 GV5313'OLD CONCRETE SILO FOUNDATION AT THE WEST END OF A MACHINE SHED
 GV5313'WHICH IS THE MOST EASTERLY OF THE FARM BUILDINGS.  ALL MARKS
 GV5313'WERE STAMPED BYRD-1938.  A SIGNAL 38 METERS IN HEIGHTH WAS
 GV5313'ERECTED OVER THE STATION.  NO MAIN SCHEME LINES ARE VISIBLE
 GV5313'GROUND TO GROUND.
 GV5313
 GV5313                          STATION RECOVERY (1942)
 GV5313
 GV5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5313'1938 DESCRIPTION ADEQUATE.
 GV5313
 GV5313                          STATION RECOVERY (1949)
 GV5313
 GV5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GRF)
 GV5313'STATION RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED
 GV5313'DUE TO CONSTRUCTION OF A DRAINAGE DITCH.  THE LAND IS NOW OWNED
 GV5313'BY MR. H.C. THOMPSON.  A NEW DESCRIPTION FOLLOWS--
 GV5313'
 GV5313'STATION IS ON THE S SIDE OF JAMES RIVER, IN UPPER BRANDON, ABOUT
 GV5313'1-1/2 MI. NW OF THE BRANDON POST OFFICE, ABOUT 1-1/2 MI. S OF
 GV5313'THE MOST N TIP OF KENNON MARSH, ON THE LAND OF H.C. THOMPSON,
 GV5313'ABOUT 0.8 MI. SE OF A FARMHOUSE, AND 0.3 MI. SW OF THE MOST SE
 GV5313'ONE OF THE FARM BUILDINGS.  IT IS IN A CULTIVATED FIELD, 10 M.
 GV5313'W OF THE CENTERLINE OF THE ROAD LEADING FROM BRANDON TO THE FARM
 GV5313'BUILDINGS, 180 M. NE OF A RIGHT-ANGLE TURN IN THIS ROAD, AND
 GV5313'0.25 MI. SW OF ANOTHER TURN IN THE ROAD NEAR THE SE FARM
 GV5313'BUILDING.
 GV5313'
 GV5313'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5313'BRONZE DISKS, SET IN CONCRETE ACCORDING TO NOTES 1A, 7A, AND 11A.
 GV5313'
 GV5313'THE REFERENCE MARKS ARE ON THE E SIDE OF THE ROAD, UNDER A
 GV5313'TELEPHONE LINE, AND ON THE W EDGE OF A CULTIVATED FIELD.
 GV5313'REFERENCE MARK 2 IS 2 M. NE OF THE PUMP OF A WELL THAT IS ALSO
 GV5313'IN THE LINE OF TELEPHONE POLES.
 GV5313'
 GV5313'AZIMUTH MARK, STAMPED BYRD RESET 1949, IS LOCATED ABOUT 0.3 MI.
 GV5313'NE OF THE STATION, ABOUT 20 FT. S OF THE SE CORNER OF A BARN
 GV5313'WHICH IS THE SE ONE OF A GROUP OF BUILDINGS, AND CEMENTED IN A
 GV5313'DRILL HOLE IN THE SQUARE CONCRETE BASE OF A WELL CASING, ABOUT
 GV5313'4 IN. ABOVE THE GROUND LEVEL.
 GV5313
 GV5313                          STATION RECOVERY (1998)
 GV5313
 GV5313'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5313'MARK NOT FOUND.
 GV5313
 GV5313                          STATION RECOVERY (2003)
 GV5313
 GV5313'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9067 ***********************************************************************
 DG9067  DESIGNATION -  BYRD
 DG9067  PID         -  DG9067
 DG9067  STATE/COUNTY-  VA/C OF NORFOLK
 DG9067  USGS QUAD   -  NORFOLK SOUTH (1986)
 DG9067
 DG9067                         *CURRENT SURVEY CONTROL
 DG9067  ___________________________________________________________________
 DG9067* NAD 83(1986)-  36 51 19.     (N)    076 18 03.     (W)     SCALED    
 DG9067* NAVD 88     -         1.880  (meters)       6.17   (feet)  ADJUSTED  
 DG9067  ___________________________________________________________________
 DG9067  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 DG9067  DYNAMIC HT  -           1.878 (meters)       6.16  (feet)  COMP
 DG9067  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 DG9067
 DG9067  VERT ORDER  -  FIRST     CLASS II
 DG9067
 DG9067.The horizontal coordinates were scaled from a topographic map and have
 DG9067.an estimated accuracy of +/- 6 seconds.
 DG9067
 DG9067.The orthometric height was determined by differential leveling
 DG9067.and adjusted by the National Geodetic Survey in February 2005..
 DG9067.No vertical observational check was made to the station.
 DG9067
 DG9067.The geoid height was determined by GEOID03.
 DG9067
 DG9067.The dynamic height is computed by dividing the NAVD 88
 DG9067.geopotential number by the normal gravity value computed on the
 DG9067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9067.degrees latitude (g = 980.6199 gals.).
 DG9067
 DG9067.The modeled gravity was interpolated from observed gravity values.
 DG9067
 DG9067;                    North         East    Units  Estimated Accuracy
 DG9067;SPC VA S     - 1,060,210.    3,696,100.      MT  (+/- 180 meters Scaled)
 DG9067
 DG9067                          SUPERSEDED SURVEY CONTROL
 DG9067
 DG9067.No superseded survey control is available for this station.
 DG9067
 DG9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF840796(NAD 83)
 DG9067_MARKER: F = FLANGE-ENCASED ROD
 DG9067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9067+WITH SETTING: INFORMATION.
 DG9067_STAMPING: BYRD
 DG9067_MARK LOGO: NGS   
 DG9067_PROJECTION: RECESSED 10 CENTIMETERS
 DG9067_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9067+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DG9067
 DG9067  HISTORY     - Date     Condition        Report By
 DG9067  HISTORY     - UNK      MONUMENTED
 DG9067  HISTORY     - 20041005 GOOD             NGS
 DG9067
 DG9067                          STATION DESCRIPTION
 DG9067
 DG9067'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 DG9067'IN NORFOLK, AT 538 FRONT STREET, 82.0 M NORTHEAST OF THE CENTER OF THE
 DG9067'STREET, 40.5 M  NORTHEAST OF THE WEST CORNER OF THE NATIONAL GEODETIC
 DG9067'SURVEY FIELD OPERATIONS OFFICE  AT 538 FRONT STREET, 26.5 M NORTHWEST
 DG9067'OF BENCH MARK BUILDING 3, 8.3 M EAST OF THE NORTH  CORNER OF A PAVED
 DG9067'PARKING LOT, 7.5 M NORTHEAST OF THE NORTHEAST END OF THE LOT, 5.4 M
 DG9067'SOUTHWEST OF A CONCRETE WALL AND FENCE, AND 4.6 M NORTHWEST OF AN
 DG9067'18-INCH TREE.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DG9067'LOGO CAP.  THE ROD DEPTH IS  UNKNOWN.   THE MARK IS ON PROPERTY OWNED
 DG9067'BY THE NATIONAL GEODETIC SURVEY, 538 FRONT  STREET, NORFOLK, VA 23510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1675 ***********************************************************************
 GV1675  DESIGNATION -  BYRD A
 GV1675  PID         -  GV1675
 GV1675  STATE/COUNTY-  VA/HENRICO
 GV1675  USGS QUAD   -  DUTCH GAP (1994)
 GV1675
 GV1675                         *CURRENT SURVEY CONTROL
 GV1675  ___________________________________________________________________
 GV1675* NAD 83(1986)-  37 29 44.     (N)    077 19 49.     (W)     SCALED    
 GV1675* NAVD 88     -        48.371  (meters)     158.70   (feet)  ADJUSTED  
 GV1675  ___________________________________________________________________
 GV1675  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GV1675  DYNAMIC HT  -          48.338 (meters)     158.59  (feet)  COMP
 GV1675  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 GV1675
 GV1675  VERT ORDER  -  FIRST     CLASS II
 GV1675
 GV1675.This mark is at Richmond Intl Airport (RIC)
 GV1675
 GV1675.The horizontal coordinates were scaled from a topographic map and have
 GV1675.an estimated accuracy of +/- 6 seconds.
 GV1675
 GV1675.The orthometric height was determined by differential leveling
 GV1675.and adjusted by the National Geodetic Survey in June 1991..
 GV1675
 GV1675.The geoid height was determined by GEOID03.
 GV1675
 GV1675.The dynamic height is computed by dividing the NAVD 88
 GV1675.geopotential number by the normal gravity value computed on the
 GV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1675.degrees latitude (g = 980.6199 gals.).
 GV1675
 GV1675.The modeled gravity was interpolated from observed gravity values.
 GV1675
 GV1675;                    North         East    Units  Estimated Accuracy
 GV1675;SPC VA S     - 1,129,620.    3,603,430.      MT  (+/- 180 meters Scaled)
 GV1675
 GV1675                          SUPERSEDED SURVEY CONTROL
 GV1675
 GV1675  NGVD 29 (??/??/??)   48.698  (m)          159.77   (f) ADJUSTED    1 2
 GV1675
 GV1675.Superseded values are not recommended for survey control.
 GV1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1675.See file dsdata.txt to determine how the superseded data were derived.
 GV1675
 GV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG940523(NAD 83)
 GV1675_MARKER: DB = BENCH MARK DISK
 GV1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1675_SP_SET: BEACON LIGHT FOUNDATION
 GV1675_STAMPING: BYRD A 1942
 GV1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1675
 GV1675  HISTORY     - Date     Condition        Report By
 GV1675  HISTORY     - 1942     MONUMENTED       CGS
 GV1675  HISTORY     - 1965     GOOD             CGS
 GV1675  HISTORY     - 1989     GOOD             USPSQD
 GV1675  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1675  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1675
 GV1675                          STATION DESCRIPTION
 GV1675
 GV1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV1675'1 MI SE FROM FORT LEE.
 GV1675'5.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV1675'THE MAIN STREET STATION AT RICHMOND, HENRICO COUNTY, AT THE
 GV1675'RICHARD E. BYRD FLYIN FIELD, 202 FEET NORTH OF THE NORTH RAIL
 GV1675'OF THE WESTBOUND TRACK, 98 FEET NORTH OF THE CENTER LINE OF
 GV1675'PORTUGUESE ROAD, 67.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 GV1675'FENCE AROUND THE ILS APPROACH LIGHT POWER BUILDING, 228 FEET
 GV1675'SOUTHWEST OF THE CENTERLINE OF THE ACCESS ROAD OUT TO RAMP AND
 GV1675'RUNWAY 6 FROM QUONSET TYPE TEXACO HANGER. STANDARD DISK SET IN
 GV1675'CONCRETE FOUNDATION OF BEACON LIGHT.
 GV1675
 GV1675                          STATION RECOVERY (1989)
 GV1675
 GV1675'RECOVERY NOTE BY US POWER SQUADRON 1989 (HMS)
 GV1675'RECOVERED IN GOOD CONDITION.
 GV1675
 GV1675                          STATION RECOVERY (1996)
 GV1675
 GV1675'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1675'MARK NOT FOUND.
 GV1675
 GV1675                          STATION RECOVERY (2005)
 GV1675
 GV1675'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1675'THIS MARK IS LOCATED ON THE FIELD OF RICHMOND INTERNATIONAL AIRPORT.
 GV1675'THIS WAS LOOKED FOR BY EEC AND JCR AND INCLUDED OPERATION PERSONEL
 GV1675'KEVIN FREIBER. THE AIRPORT HAS HAD A LOT OF CHANGES AND THE
 GV1675'DESCRIPTION DOES NOT FIT.
 GV1675'THE WASS/GPS THAT WE WERE USING WAS MADE UNOPERATABLE BY ALL THE
 GV1675'ELECTICAL EQUIPMENT USED ON THE FIELD IN FACT IT CUT THE UNIT OFF.
 GV1675'CONTACT THE AIRPORT OPERATION CENTER AT 804 226-8592 TO DO A SURVEY
 GV1675'AND ENTER A NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5241 ***********************************************************************
 GV5241  DESIGNATION -  BYRON C OF R 1932
 GV5241  PID         -  GV5241
 GV5241  STATE/COUNTY-  VA/C OF RICHMOND
 GV5241  USGS QUAD   -  RICHMOND (1994)
 GV5241
 GV5241                         *CURRENT SURVEY CONTROL
 GV5241  ___________________________________________________________________
 GV5241* NAD 83(1993)-  37 34 38.33494(N)    077 24 48.72149(W)     ADJUSTED  
 GV5241* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 GV5241  ___________________________________________________________________
 GV5241  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV5241  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5241
 GV5241  HORZ ORDER  -  SECOND
 GV5241
 GV5241.The horizontal coordinates were established by classical geodetic methods
 GV5241.and adjusted by the National Geodetic Survey in November 1994..
 GV5241
 GV5241.The orthometric height was scaled from a topographic map.
 GV5241
 GV5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5241
 GV5241.The geoid height was determined by GEOID03.
 GV5241
 GV5241;                    North         East     Units Scale Factor Converg.
 GV5241;SPC VA S     - 1,138,604.081 3,595,965.401   MT  0.99995209   +0 39 33.9
 GV5241;SPC VA S     - 3,735,570.22 11,797,763.15   sFT  0.99995209   +0 39 33.9
 GV5241;UTM  18      - 4,161,657.367   286,871.424   MT  1.00015954   -1 28 20.6
 GV5241
 GV5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5241!SPC VA S     -   0.99999645  x   0.99995209  =   0.99994854
 GV5241!UTM  18      -   0.99999645  x   1.00015954  =   1.00015599
 GV5241
 GV5241                          SUPERSEDED SURVEY CONTROL
 GV5241
 GV5241  NAD 83(1986)-  37 34 38.34102(N)    077 24 48.73859(W) AD(       ) 2
 GV5241  NAD 27      -  37 34 37.81300(N)    077 24 49.80200(W) AD(       ) 2
 GV5241
 GV5241.Superseded values are not recommended for survey control.
 GV5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5241.See file dsdata.txt to determine how the superseded data were derived.
 GV5241
 GV5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8687161657(NAD 83)
 GV5241_MARKER: B = BOLT
 GV5241_SETTING: 0 = UNSPECIFIED SETTING
 GV5241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5241
 GV5241  HISTORY     - Date     Condition        Report By
 GV5241  HISTORY     - 1932     MONUMENTED       CGS
 GV5241  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 GV5241  HISTORY     - 20000307 MARK NOT FOUND   USPSQD
 GV5241  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 GV5241
 GV5241                          STATION DESCRIPTION
 GV5241
 GV5241'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5241'STATION IS ON THE CONCRETE BRIDGE ON FIRST AVENUE OVER THE
 GV5241'CHESAPEAKE AND OHIO RAILROAD IN THE SECTION OF RICHMOND KNOWN
 GV5241'AS HIGHLAND PARK.  IT IS IN THE TOP OF THE SOUTHWEST CORNER
 GV5241'OF THE NORTHWEST PIER OF THE BRIDGE.  THE MARK IS A BRASS BOLT
 GV5241'SET IN LEAD IN A DRILL HOLE IN THE TOP OF THE PIER.
 GV5241'
 GV5241'THE THREE REFERENCES ARE AS FOLLOWS--LEAD PLUG-20.52 FEET
 GV5241'EAST OF THE STATION IN THE CENTER OF THE TOP OF THE NORTH
 GV5241'RAIL OF THE BRIDGE.  LEAD PLUG 29.78 FEET SOUTHEAST OF THE
 GV5241'STATION NEAR THE CENTER OF THE SOUTH RAIL OF THE BRIDGE.
 GV5241'LEAD PLUG 27.30 FEET SOUTH-SOUTHWEST OF THE STATION NEAR THE
 GV5241'CENTER OF THE TOP OF THE SOUTHWEST PIER OF THE BRIDGE.
 GV5241'
 GV5241'THE STATION WAS TIED BY TRAVERSE TO STATION BYRON ECCENTRIC.
 GV5241
 GV5241                          STATION RECOVERY (1995)
 GV5241
 GV5241'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5241'MARK NOT FOUND.
 GV5241
 GV5241                          STATION RECOVERY (2000)
 GV5241
 GV5241'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5241'MARK NOT FOUND.
 GV5241
 GV5241                          STATION RECOVERY (2004)
 GV5241
 GV5241'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5242 ***********************************************************************
 GV5242  DESIGNATION -  BYRON ECC
 GV5242  PID         -  GV5242
 GV5242  STATE/COUNTY-  VA/C OF RICHMOND
 GV5242  USGS QUAD   -  RICHMOND (1994)
 GV5242
 GV5242                         *CURRENT SURVEY CONTROL
 GV5242  ___________________________________________________________________
 GV5242* NAD 83(1993)-  37 34 37.47937(N)    077 24 49.20596(W)     ADJUSTED  
 GV5242* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 GV5242  ___________________________________________________________________
 GV5242  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GV5242  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV5242
 GV5242  HORZ ORDER  -  SECOND
 GV5242
 GV5242.The horizontal coordinates were established by classical geodetic methods
 GV5242.and adjusted by the National Geodetic Survey in November 1994..
 GV5242
 GV5242.The orthometric height was scaled from a topographic map.
 GV5242
 GV5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5242
 GV5242.The geoid height was determined by GEOID03.
 GV5242
 GV5242;                    North         East     Units Scale Factor Converg.
 GV5242;SPC VA S     - 1,138,577.569 3,595,953.818   MT  0.99995207   +0 39 33.6
 GV5242;SPC VA S     - 3,735,483.24 11,797,725.15   sFT  0.99995207   +0 39 33.6
 GV5242;UTM  18      - 4,161,631.299   286,858.860   MT  1.00015960   -1 28 20.9
 GV5242
 GV5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5242!SPC VA S     -   0.99999645  x   0.99995207  =   0.99994852
 GV5242!UTM  18      -   0.99999645  x   1.00015960  =   1.00015605
 GV5242
 GV5242|---------------------------------------------------------------------|
 GV5242| PID    Reference Object                     Distance      Geod. Az  |
 GV5242|                                                           dddmmss.s |
 GV5242| GV5241 BYRON C OF R 1932                    28.932 METERS 02416     |
 GV5242| DC5211 BYRON ECC RM 1                                     03142     |
 GV5242| DC5212 BYRON ECC RM 2                       22.485 METERS 14539     |
 GV5242| GV5279 RICHMOND CENTRAL NATL BK FLAG       APPROX. 4.3 KM 2120353.4 |
 GV5242| DC5213 BYRON ECC RM 3                       21.360 METERS 27025     |
 GV5242| GV5246 GREENDALE                           APPROX. 8.2 KM 2993546.4 |
 GV5242|---------------------------------------------------------------------|
 GV5242
 GV5242                          SUPERSEDED SURVEY CONTROL
 GV5242
 GV5242  NAD 83(1986)-  37 34 37.48546(N)    077 24 49.22306(W) AD(       ) 2
 GV5242  NAD 27      -  37 34 36.95700(N)    077 24 50.28600(W) AD(       ) 2
 GV5242
 GV5242.Superseded values are not recommended for survey control.
 GV5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5242.See file dsdata.txt to determine how the superseded data were derived.
 GV5242
 GV5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8685961631(NAD 83)
 GV5242_MARKER: DS = TRIANGULATION STATION DISK
 GV5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5242+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 GV5242
 GV5242  HISTORY     - Date     Condition        Report By
 GV5242  HISTORY     - 1932     MONUMENTED       CGS
 GV5242  HISTORY     - 1943     GOOD             CGS
 GV5242  HISTORY     - 19950507 GOOD             USPSQD
 GV5242  HISTORY     - 20000307 GOOD             USPSQD
 GV5242  HISTORY     - 20040303 GOOD             USPSQD
 GV5242
 GV5242                          STATION DESCRIPTION
 GV5242
 GV5242'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5242'STATION IS IN THE SECTION OF RICHMOND KNOWN AS HIGHLAND PARK
 GV5242'NEAR THE POINT WHERE FIRST AVENUE CROSSES THE CHESAPEAKE AND
 GV5242'OHIO RAILROAD.  IT IS IN THE TRIANGULAR PLOT OF GROUND TO THE
 GV5242'SOUTH OF FIRST AVENUE AND WEST OF THE RAILROAD, 76.5 FEET
 GV5242'WEST OF THE CENTER LINE OF THE C. AND O. TRACK, 68 FEET
 GV5242'NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 3511 FIRST AVENUE,
 GV5242'AND 38 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHWEST
 GV5242'WING WALL OF THE WEST ABUTMENT OF THE CONCRETE BRIDGE OVER THE
 GV5242'C. AND O. RAILROAD.
 GV5242'
 GV5242'TO REACH FROM DOWNTOWN RICHMOND BY SECOND STREET GO NORTHEAST
 GV5242'ACROSS VIADUCT OVER RAILROAD YARDS AND CONTINUE ON SECOND
 GV5242'AVENUE TO A DISTANCE OF ABOUT 2 MILES FROM BROAD STREET TO
 GV5242'MEADOW BRIDGE ROAD, TURN LEFT ON MEADOW BRIDGE ROAD AND
 GV5242'CONTINUE FOR ONE BLOCK TO FIRST AVENUE, TURN RIGHT ON FIRST
 GV5242'AVENUE AND CONTINUE FOR 5-1/2 BLOCKS TO WEST END OF BRIDGE OVER
 GV5242'THE C. AND O. RAILROAD.  THE STATION IS IN THE TRIANGULAR PLOT
 GV5242'OF GROUND TO THE SOUTH SIDE OF THE STREET AT THIS POINT.
 GV5242'
 GV5242'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GV5242'
 GV5242'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5242'DISKS IN CONCRETE.
 GV5242'
 GV5242'REFERENCE MARK NO. 1 IS ABOUT 0.15 MILE NORTH OF THE STATION.
 GV5242'IT IS IN THE SIDEWALK ON THE EAST SIDE OF THE STREET, 25 FEET
 GV5242'EAST OF THE CENTER LINE OF THE STREET, AND 75 FEET NORTHWEST
 GV5242'OF THE NORTHWEST CORNER OF A LARGE CONCRETE HOUSE.  THE MARK IS
 GV5242'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 GV5242'SIDEWALK.  THE LINE FROM THE STATION TO THIS REFERENCE MARK
 GV5242'PASSES UNDER THE BRIDGE OVER THE RAILROAD AND ABOUT MIDWAY
 GV5242'BETWEEN THE TWO PIERS AT THE WEST END OF THE BRIDGE.
 GV5242'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 50
 GV5242'FEET WEST OF THE C. AND O. TRACK, 24 FEET NORTH-NORTHWEST OF A
 GV5242'TELEPHONE POLE AT THE SOUTHEAST CORNER OF THE YARD AT 3511
 GV5242'FIRST AVENUE, AND 60 FEET SOUTH OF A DOUBLE 10 INCH WILD
 GV5242'CHERRY TREE.  REFERENCE MARK NO. 3 IS WEST OF THE STATION IN
 GV5242'THE CENTER OF THE TOP OF THE CONCRETE WALL ALONG THE SOUTH
 GV5242'SIDE OF THE WEST BRIDGE APPROACH.  IT IS 12 FEET SOUTH
 GV5242'OF THE CENTER LINE OF FIRST AVENUE, AND 2.5 FEET EAST OF
 GV5242'THE EAST SIDE OF A LARGE CONCRETE POST AT THE WEST END OF THE
 GV5242'BRIDGE APPROACH.  THE MARK IS A STANDARD DISK CEMENTED IN
 GV5242'A DRILL HOLE IN THE TOP OF THE CONCRETE WALL.
 GV5242
 GV5242                          STATION RECOVERY (1943)
 GV5242
 GV5242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV5242'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT FOR
 GV5242'THE FOLLOWING DISCREPANCY--
 GV5242'
 GV5242'THE DISTANCE TO REFERENCE MARK 2 DID NOT CHECK AND WAS REMEASURED.
 GV5242'IT IS 73.76 FEET (22.480 METERS), NOT 75.77 FEET.
 GV5242
 GV5242                          STATION RECOVERY (1995)
 GV5242
 GV5242'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5242'RECOVERED IN GOOD CONDITION.
 GV5242
 GV5242                          STATION RECOVERY (2000)
 GV5242
 GV5242'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5242'RECOVERED IN GOOD CONDITION.
 GV5242
 GV5242                          STATION RECOVERY (2004)
 GV5242
 GV5242'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5242'STATION AND RM 2 AND 3 FOUND IN GOOD CONDITION, RM 1 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3988 ***********************************************************************
 FX3988  DESIGNATION -  BYRUM
 FX3988  PID         -  FX3988
 FX3988  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3988  USGS QUAD   -  CHUCKATUCK (1990)
 FX3988
 FX3988                         *CURRENT SURVEY CONTROL
 FX3988  ___________________________________________________________________
 FX3988* NAD 83(1993)-  36 46 16.61516(N)    076 33 07.74599(W)     ADJUSTED  
 FX3988* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3988  ___________________________________________________________________
 FX3988  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 FX3988  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 FX3988
 FX3988  HORZ ORDER  -  THIRD
 FX3988
 FX3988.The horizontal coordinates were established by classical geodetic methods
 FX3988.and adjusted by the National Geodetic Survey in September 1995..
 FX3988
 FX3988.The orthometric height was scaled from a topographic map.
 FX3988
 FX3988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3988
 FX3988.The geoid height was determined by GEOID03.
 FX3988
 FX3988;                    North         East     Units Scale Factor Converg.
 FX3988;SPC VA S     - 1,050,395.174 3,673,886.682   MT  0.99999917   +1 10 55.9
 FX3988;SPC VA S     - 3,446,171.50 12,053,409.89   sFT  0.99999917   +1 10 55.9
 FX3988;UTM  18      - 4,070,623.773   361,478.255   MT  0.99983640   -0 55 45.5
 FX3988
 FX3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3988!SPC VA S     -   1.00000467  x   0.99999917  =   1.00000384
 FX3988!UTM  18      -   1.00000467  x   0.99983640  =   0.99984107
 FX3988
 FX3988|---------------------------------------------------------------------|
 FX3988| PID    Reference Object                     Distance      Geod. Az  |
 FX3988|                                                           dddmmss.s |
 FX3988| DC8118 BYRUM RM 1                           46.415 METERS 03326     |
 FX3988| DC8119 BYRUM RM 2                           32.775 METERS 15414     |
 FX3988| FX4029 PINNER                              APPROX. 1.0 KM 2252453.8 |
 FX3988|---------------------------------------------------------------------|
 FX3988
 FX3988                          SUPERSEDED SURVEY CONTROL
 FX3988
 FX3988  NAD 83(1986)-  36 46 16.62129(N)    076 33 07.77585(W) AD(       ) 3
 FX3988  NAD 27      -  36 46 16.08200(N)    076 33 08.95100(W) AD(       ) 3
 FX3988
 FX3988.Superseded values are not recommended for survey control.
 FX3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3988.See file dsdata.txt to determine how the superseded data were derived.
 FX3988
 FX3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6147870624(NAD 83)
 FX3988_MARKER: DS = TRIANGULATION STATION DISK
 FX3988_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3988
 FX3988  HISTORY     - Date     Condition        Report By
 FX3988  HISTORY     - 1934     MONUMENTED       CGS
 FX3988  HISTORY     - 1943     GOOD             CGS
 FX3988  HISTORY     - 1944     GOOD             CGS
 FX3988
 FX3988                          STATION DESCRIPTION
 FX3988
 FX3988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3988'LOCATED ON NANSEMOND RIVER, ON PROPERTY OWNED BY MR. BYRUM,
 FX3988'NEAR WESTERN CORNER OF A FIELD, 6 FEET FROM THE EDGE OF IT,
 FX3988'246 FEET AND 161 FEET TO THE NORMAL HIGH WATER MARK TOWARDS
 FX3988'STATIONS TREE AND ROUND RESPECTIVELY.
 FX3988'
 FX3988'THE PLACE IS REACHED FROM SUFFOLK BY FOLLOWING THE GRADED
 FX3988'DIRT ROAD, WHICH PARALLELS THE NORTHEASTWARD DIRECTION OF THE
 FX3988'SOUTHERN RAILWAY FOR ABOUT 2-1/3 MILES FROM THE CITY LIMITS.
 FX3988'THERE IS A NARROW PLACE ON THE LEFT AT THIS POINT BY WHICH
 FX3988'A CONVEYANCE MAY LEAVE THE ROAD.  TURN LEFT HERE AND FOLLOW
 FX3988'THE LANE WHICH SKIRTS THE LEFT EDGE OF THE FIELDS.  THE LANE
 FX3988'ENDS ABOUT 100 METERS BEFORE REACHING STATION, BUT THE MONUMENT
 FX3988'CAN EASILY BE REACHED BY CONTINUING ALONG THE EDGE OF THE
 FX3988'FIELD FOR THAT DISTANCE.
 FX3988'
 FX3988'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3988'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3988'RESPECTIVELY.  ALL MARKS ARE OUTSIDE THE LIMIT OF THE FIELD.
 FX3988'
 FX3988'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3988
 FX3988                          STATION RECOVERY (1943)
 FX3988
 FX3988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3988'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FX3988'ORIGINAL DESCRIPTION SHOULD BE ALTERED AS FOLLOWS--
 FX3988'
 FX3988'1.  THE DIRECTIONS FOR REACHING STATION SHOULD BE DELETED
 FX3988'AND THE FOLLOWING ADDED.
 FX3988'
 FX3988'TO REACH STATION FROM PINNER STREET BRIDGE, -SUFFOLK, PROCEED
 FX3988'2.5 MILES NE ON HIGHWAY 642 TO A ROAD ON THE LEFT, ABOUT 100
 FX3988'FEET N OF POWER-POLE 56, LEADING TO A LARGE WHITE HOUSE.
 FX3988'FOLLOW THIS DIRT ROAD FOR ABOUT 200 FEET AND MAKE A SHARP TURN TO
 FX3988'THE LEFT AND PROCEED TO HOG-PEN.  STATION IS REACHED BY GOING
 FX3988'ALONG N EDGE OF FIELD TO W END OF FIELD.
 FX3988'
 FX3988'2.  THE FOLLOWING SHOULD BE ADDED--THE STATION MARK IS 10.4
 FX3988'FEET E OF WIRE FENCE, 15.8 FEET NE OF A 16-INCH BLAZED TREE
 FX3988'AT FENCE CORNER AND 30.6 FEET SE OF BLAZED 3-TRUNKED, 53-INCH
 FX3988'TREE WHICH IS ON RANGE WITH SILO ON W SIDE OF RIVER.
 FX3988'
 FX3988'3.  R.M. 1 IS 31 FEET W OF FENCE CORNER AND R.M. 2 IS 3.6
 FX3988'FEET NE OF WIRE FENCE AT EDGE OF FIELD AND BLUFF.
 FX3988
 FX3988                          STATION RECOVERY (1944)
 FX3988
 FX3988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3988'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FX3988'BY F.L.G. IN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2985 ***********************************************************************
 HV2985  DESIGNATION -  C 1 USGS
 HV2985  PID         -  HV2985
 HV2985  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV2985  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2985
 HV2985                         *CURRENT SURVEY CONTROL
 HV2985  ___________________________________________________________________
 HV2985* NAD 83(1986)-  38 18 04.     (N)    077 27 33.     (W)     SCALED    
 HV2985* NAVD 88     -        17.940  (meters)      58.86   (feet)  ADJUSTED  
 HV2985  ___________________________________________________________________
 HV2985  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV2985  DYNAMIC HT  -          17.928 (meters)      58.82  (feet)  COMP
 HV2985  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 HV2985
 HV2985  VERT ORDER  -  FIRST     CLASS I
 HV2985
 HV2985.The horizontal coordinates were scaled from a topographic map and have
 HV2985.an estimated accuracy of +/- 6 seconds.
 HV2985
 HV2985.The orthometric height was determined by differential leveling
 HV2985.and adjusted by the National Geodetic Survey in June 1991..
 HV2985
 HV2985.The geoid height was determined by GEOID03.
 HV2985
 HV2985.The dynamic height is computed by dividing the NAVD 88
 HV2985.geopotential number by the normal gravity value computed on the
 HV2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2985.degrees latitude (g = 980.6199 gals.).
 HV2985
 HV2985.The modeled gravity was interpolated from observed gravity values.
 HV2985
 HV2985;                    North         East    Units  Estimated Accuracy
 HV2985;SPC VA N     - 2,070,940.    3,591,040.      MT  (+/- 180 meters Scaled)
 HV2985
 HV2985                          SUPERSEDED SURVEY CONTROL
 HV2985
 HV2985  NGVD 29 (05/17/90)   18.191  (m)           59.68   (f) ADJUSTED    1 1
 HV2985
 HV2985.Superseded values are not recommended for survey control.
 HV2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2985.See file dsdata.txt to determine how the superseded data were derived.
 HV2985
 HV2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH849420(NAD 83)
 HV2985_MARKER: DD = SURVEY DISK
 HV2985_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV2985+WITH SETTING: PAVEMENT
 HV2985_STAMPING: C 1 1926 59.764
 HV2985_MARK LOGO: USGS  
 HV2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2985+STABILITY: SURFACE MOTION
 HV2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2985+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 HV2985
 HV2985  HISTORY     - Date     Condition        Report By
 HV2985  HISTORY     - 1926     MONUMENTED       USGS
 HV2985  HISTORY     - 1971     GOOD             NGS
 HV2985  HISTORY     - 1981     GOOD             NGS
 HV2985  HISTORY     - 1983     GOOD             NGS
 HV2985  HISTORY     - 1984     GOOD             NGS
 HV2985  HISTORY     - 19981103 GOOD             USPSQD
 HV2985  HISTORY     - 20031218 GOOD             GEOCAC
 HV2985
 HV2985                          STATION DESCRIPTION
 HV2985
 HV2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2985'AT FREDERICKSBURG.
 HV2985'AT FREDERICKSBURG, AT THE POST OFFICE, AT THE NORTH END OF
 HV2985'THE PORTICO FACING PRINCESS ANNE STREET, BETWEEN THE NORTH
 HV2985'PILLAR AND THE BRICK OFFSET OF THE BUILDING, 46 FEET EAST OF THE
 HV2985'CENTER LINE OF PRINCESS ANNE STREET, 69 1/2 FEET SOUTH OF THE
 HV2985'CENTER LINE OF HANOVER STREET, AND SET IN THE INLAID CONCRETE
 HV2985'BETWEEN THE GRANITE FLOOR STONES.
 HV2985
 HV2985                          STATION RECOVERY (1981)
 HV2985
 HV2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV2985'RECOVERED IN GOOD CONDITION.
 HV2985
 HV2985                          STATION RECOVERY (1983)
 HV2985
 HV2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV2985'RECOVERED IN GOOD CONDITION, EXCEPT THE POST OFFICE BUILDING IS
 HV2985'NOW THE CITY HALL.
 HV2985
 HV2985                          STATION RECOVERY (1984)
 HV2985
 HV2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2985'RECOVERED IN GOOD CONDITION, THE 1981 DESCRIPTION IS ADEQUATE EXCEPT
 HV2985'THE BUILDING IS NOW THE FREDERICKSBURG CITY HALL.
 HV2985
 HV2985                          STATION RECOVERY (1998)
 HV2985
 HV2985'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2985'RECOVERED IN GOOD CONDITION.
 HV2985
 HV2985                          STATION RECOVERY (2003)
 HV2985
 HV2985'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2985'FOUND AS DESCRIBED AT FORMER POST OFFICE, WHICH IS NOW THE CITY HALL.
 HV2985'FACING THE BUILDING FROM THE STREET, THE MARK IS AT THE LEFT END OF
 HV2985'THE PORCH.
 HV2985' 
 HV2985'COORDINATES FROM HANDHELD GARMIN ETREX GPS - N38D 18M 4.3S,  W077D 27M
 HV2985'33.4S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3335 ***********************************************************************
 HV3335  DESIGNATION -  C 10 USGS
 HV3335  PID         -  HV3335
 HV3335  STATE/COUNTY-  VA/ORANGE
 HV3335  USGS QUAD   -  UNIONVILLE (1983)
 HV3335
 HV3335                         *CURRENT SURVEY CONTROL
 HV3335  ___________________________________________________________________
 HV3335* NAD 83(1986)-  38 16 07.     (N)    077 54 20.     (W)     SCALED    
 HV3335* NAVD 88     -       146.487  (meters)     480.60   (feet)  ADJUSTED  
 HV3335  ___________________________________________________________________
 HV3335  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV3335  DYNAMIC HT  -         146.395 (meters)     480.30  (feet)  COMP
 HV3335  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HV3335
 HV3335  VERT ORDER  -  SECOND    CLASS 0
 HV3335
 HV3335.The horizontal coordinates were scaled from a topographic map and have
 HV3335.an estimated accuracy of +/- 6 seconds.
 HV3335
 HV3335.The orthometric height was determined by differential leveling
 HV3335.and adjusted by the National Geodetic Survey in June 1991..
 HV3335
 HV3335.The geoid height was determined by GEOID03.
 HV3335
 HV3335.The dynamic height is computed by dividing the NAVD 88
 HV3335.geopotential number by the normal gravity value computed on the
 HV3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3335.degrees latitude (g = 980.6199 gals.).
 HV3335
 HV3335.The modeled gravity was interpolated from observed gravity values.
 HV3335
 HV3335;                    North         East    Units  Estimated Accuracy
 HV3335;SPC VA N     - 2,066,980.    3,552,020.      MT  (+/- 180 meters Scaled)
 HV3335
 HV3335                          SUPERSEDED SURVEY CONTROL
 HV3335
 HV3335  NGVD 29 (??/??/??)  146.748  (m)          481.46   (f) ADJUSTED    2 0
 HV3335
 HV3335.Superseded values are not recommended for survey control.
 HV3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3335.See file dsdata.txt to determine how the superseded data were derived.
 HV3335
 HV3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH458396(NAD 83)
 HV3335_MARKER: DD = SURVEY DISK
 HV3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3335_STAMPING: C 10 1926
 HV3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3335+STABILITY: SURFACE MOTION
 HV3335
 HV3335  HISTORY     - Date     Condition        Report By
 HV3335  HISTORY     - 1926     MONUMENTED       USGS
 HV3335  HISTORY     - 1938     GOOD             CGS
 HV3335  HISTORY     - 1938     GOOD             CGS
 HV3335  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3335  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3335  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HV3335
 HV3335                          STATION DESCRIPTION
 HV3335
 HV3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3335'4 MI E FROM UNIONVILLE.
 HV3335'ABOUT 4 MILES EAST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3335'UNIONVILLE, ORANGE COUNTY, AT THE SITE OF THE ABANDONED STATION
 HV3335'AT VERDIERSVILLE, ABOUT 1/4 MILE EAST OF A HIGHWAY OVERPASS,
 HV3335'ABOUT 410 FEET EAST OF MILEPOST 26, 10 FEET WEST OF THE CENTER
 HV3335'OF A PRIVATE-ROAD CROSSING, 35 FEET NORTH OF THE CENTER LINE
 HV3335'OF THE TRACK, AND 1.7 FEET SOUTH OF THE FENCE.  A UNITED STATES
 HV3335'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 10 1926 AND SET IN
 HV3335'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 HV3335'GROUND.
 HV3335
 HV3335                          STATION RECOVERY (1938)
 HV3335
 HV3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HV3335'RECOVERED IN GOOD CONDITION.
 HV3335
 HV3335                          STATION RECOVERY (1984)
 HV3335
 HV3335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3335'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 HV3335'AREA IS NOW A PASTURE AND THE VIRGINIA CENTRAL RAILWAY NO LONGER
 HV3335'EXISTS.
 HV3335
 HV3335                          STATION RECOVERY (1998)
 HV3335
 HV3335'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3335'MARK NOT FOUND.
 HV3335
 HV3335                          STATION RECOVERY (2003)
 HV3335
 HV3335'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1724 ***********************************************************************
 GW1724  DESIGNATION -  C 100
 GW1724  PID         -  GW1724
 GW1724  STATE/COUNTY-  VA/BATH
 GW1724  USGS QUAD   -  FALLING SPRING (1984)
 GW1724
 GW1724                         *CURRENT SURVEY CONTROL
 GW1724  ___________________________________________________________________
 GW1724* NAD 83(1993)-  37 56 15.55439(N)    079 52 39.05333(W)     ADJUSTED  
 GW1724* NAVD 88     -       710.929  (meters)    2332.44   (feet)  ADJUSTED  
 GW1724  ___________________________________________________________________
 GW1724  X           -     885,307.331 (meters)                     COMP
 GW1724  Y           -  -4,958,814.547 (meters)                     COMP
 GW1724  Z           -   3,900,406.098 (meters)                     COMP
 GW1724  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GW1724  ELLIP HEIGHT-         679.24  (meters)          (05/02/02) GPS OBS
 GW1724  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW1724  DYNAMIC HT  -         710.324 (meters)    2330.45  (feet)  COMP
 GW1724  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 GW1724
 GW1724  HORZ ORDER  -  FIRST
 GW1724  VERT ORDER  -  SECOND    CLASS 0
 GW1724  ELLP ORDER  -  FOURTH    CLASS II
 GW1724
 GW1724.The horizontal coordinates were established by GPS observations
 GW1724.and adjusted by the National Geodetic Survey in March 1998..
 GW1724
 GW1724.The orthometric height was determined by differential leveling
 GW1724.and adjusted by the National Geodetic Survey in June 1991..
 GW1724
 GW1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW1724
 GW1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1724
 GW1724.The ellipsoidal height was determined by GPS observations
 GW1724.and is referenced to NAD 83.
 GW1724
 GW1724.The geoid height was determined by GEOID03.
 GW1724
 GW1724.The dynamic height is computed by dividing the NAVD 88
 GW1724.geopotential number by the normal gravity value computed on the
 GW1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1724.degrees latitude (g = 980.6199 gals.).
 GW1724
 GW1724.The modeled gravity was interpolated from observed gravity values.
 GW1724
 GW1724;                    North         East     Units Scale Factor Converg.
 GW1724;SPC VA N     - 2,030,987.630 3,378,909.457   MT  1.00001826   -0 51 35.0
 GW1724;SPC VA N     - 6,663,331.92 11,085,638.78   sFT  1.00001826   -0 51 35.0
 GW1724;UTM  17      - 4,199,491.700   598,636.132   MT  0.99971983   +0 41 24.6
 GW1724
 GW1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1724!SPC VA N     -   0.99989343  x   1.00001826  =   0.99991169
 GW1724!UTM  17      -   0.99989343  x   0.99971983  =   0.99961329
 GW1724
 GW1724                          SUPERSEDED SURVEY CONTROL
 GW1724
 GW1724  ELLIP H (03/24/98)  679.27   (m)                       GP(       ) 4 1
 GW1724  NAVD 88 (03/24/98)  710.93   (m)         2332.4    (f) LEVELING    3  
 GW1724  NGVD 29 (??/??/92)  711.043  (m)         2332.81   (f) ADJ UNCH    2 0
 GW1724
 GW1724.Superseded values are not recommended for survey control.
 GW1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1724.See file dsdata.txt to determine how the superseded data were derived.
 GW1724
 GW1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9863699492(NAD 83)
 GW1724_MARKER: DH = HORIZONTAL CONTROL DISK
 GW1724_SETTING: 66 = SET IN ROCK OUTCROP
 GW1724_SP_SET: OUTCROP
 GW1724_STAMPING: C 100 1935
 GW1724_MARK LOGO: CGS   
 GW1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1724+STABILITY: POSITION/ELEVATION WELL
 GW1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1724+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 GW1724
 GW1724  HISTORY     - Date     Condition        Report By
 GW1724  HISTORY     - 1935     MONUMENTED       CGS
 GW1724  HISTORY     - 19970306 GOOD             NGS
 GW1724
 GW1724                          STATION DESCRIPTION
 GW1724
 GW1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1724'4.9 MI SW FROM HOT SPRINGS.
 GW1724'ABOUT 4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1724'HOMESTEAD HOTEL AT HOT SPRINGS, BATH COUNTY, ABOUT 125 FEET
 GW1724'SOUTH OF A LARGE OAK TREE EAST OF THE HIGHWAY, ABOUT 80 FEET EAST
 GW1724'OF A CREEK BED, ABOUT 25 FEET WEST OF THE CENTER LINE OF THE
 GW1724'HIGHWAY, 12 FEET NORTH OF A PATH GATE, IN THE TOP OF A SANDSTONE
 GW1724'OUTCROP UNDER THE FENCE LINE, AND ABOUT 8 INCHES ABOVE THE
 GW1724'GROUND.  A STANDARD DISK, STAMPED C 100 1935.
 GW1724
 GW1724                          STATION RECOVERY (1997)
 GW1724
 GW1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 GW1724'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-26 FT WEST OF THE
 GW1724'CL OF RT 220, 27 FT (8.2 M) EAST OF A TREE LINE, 74 FT (22.6 M) NORTH
 GW1724'OF A TELEPHONE POLE,132 FT NORTH OF THE CENTER OF THE DRIVE TO CASCADE
 GW1724'MARKET, 143 FT (43.6 M) NORTHEAST OF THE EAST CORNER OF A WHITE
 GW1724'GARAGE.  THE FENCE LINE IS NON-EXISTANT, ONLY REMINENTS OF FENCE
 GW1724'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1509 ***********************************************************************
 HW1509  DESIGNATION -  C 101
 HW1509  PID         -  HW1509
 HW1509  STATE/COUNTY-  VA/ROCKINGHAM
 HW1509  USGS QUAD   -  BRANDYWINE (1979)
 HW1509
 HW1509                         *CURRENT SURVEY CONTROL
 HW1509  ___________________________________________________________________
 HW1509* NAD 83(1986)-  38 34 43.     (N)    079 10 06.     (W)     SCALED    
 HW1509* NAVD 88     -      1051.841  (meters)    3450.91   (feet)  ADJUSTED  
 HW1509  ___________________________________________________________________
 HW1509  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 HW1509  DYNAMIC HT  -        1050.976 (meters)    3448.08  (feet)  COMP
 HW1509  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 HW1509
 HW1509  VERT ORDER  -  SECOND    CLASS 0
 HW1509
 HW1509.The horizontal coordinates were scaled from a topographic map and have
 HW1509.an estimated accuracy of +/- 6 seconds.
 HW1509
 HW1509.The orthometric height was determined by differential leveling
 HW1509.and adjusted by the National Geodetic Survey in June 1991..
 HW1509
 HW1509.The geoid height was determined by GEOID03.
 HW1509
 HW1509.The dynamic height is computed by dividing the NAVD 88
 HW1509.geopotential number by the normal gravity value computed on the
 HW1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1509.degrees latitude (g = 980.6199 gals.).
 HW1509
 HW1509.The modeled gravity was interpolated from observed gravity values.
 HW1509
 HW1509;                    North         East    Units  Estimated Accuracy
 HW1509;SPC VA N     - 2,101,440.    3,441,770.      MT  (+/- 180 meters Scaled)
 HW1509
 HW1509                          SUPERSEDED SURVEY CONTROL
 HW1509
 HW1509  NGVD 29 (??/??/92) 1051.906  (m)         3451.13   (f) ADJ UNCH    2 0
 HW1509
 HW1509.Superseded values are not recommended for survey control.
 HW1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1509.See file dsdata.txt to determine how the superseded data were derived.
 HW1509
 HW1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC595716(NAD 83)
 HW1509_MARKER: DB = BENCH MARK DISK
 HW1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1509_SP_SET: CONCRETE BASE
 HW1509_STAMPING: C 101 1935
 HW1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1509
 HW1509  HISTORY     - Date     Condition        Report By
 HW1509  HISTORY     - 1935     MONUMENTED       CGS
 HW1509  HISTORY     - 1962     GOOD             NGS
 HW1509
 HW1509                          STATION DESCRIPTION
 HW1509
 HW1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1509'7.1 MI SE FROM BRANDYWINE.
 HW1509'IN ROCKINGHAM COUNTY, VIRGINIA, 7.1 MILES SOUTHEAST ALONG U.S.
 HW1509'HIGHWAY 33 FROM THE POST OFFICE AT BRANDYWINE, PENDLETON COUNTY,
 HW1509'WEST VIRGINIA, AT THE TOP OF SHENANDOAH MOUNTAIN, 135 FEET WEST
 HW1509'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, 23 FEET
 HW1509'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 HW1509'TOP OF A CUT, AT A VIRGINIA-WEST VIRGINIA STATE LINE MARKER, 8
 HW1509'INCHES EAST OF THE MARKER, IN THE TOP OF THE CONCRETE BASE, AND
 HW1509'FLUSH WITH THE GROUND.  NOTE-- THE STATE LINE SIGN HAS BEEN TORN
 HW1509'FROM THE POST AND THE MARK IS NOW ABOUT 4 INCHES BELOW THE
 HW1509'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1065 ***********************************************************************
 HW1065  DESIGNATION -  C 102 RESET 1966
 HW1065  PID         -  HW1065
 HW1065  STATE/COUNTY-  VA/ROCKINGHAM
 HW1065  USGS QUAD   -  BRIDGEWATER (1989)
 HW1065
 HW1065                         *CURRENT SURVEY CONTROL
 HW1065  ___________________________________________________________________
 HW1065* NAD 83(1986)-  38 22 30.     (N)    078 57 14.     (W)     SCALED    
 HW1065* NAVD 88     -       385.99   (+/-2cm)    1266.4    (feet)  VERTCON   
 HW1065  ___________________________________________________________________
 HW1065  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW1065
 HW1065  VERT ORDER  -  THIRD (See Below)
 HW1065
 HW1065.The horizontal coordinates were scaled from a topographic map and have
 HW1065.an estimated accuracy of +/- 6 seconds.
 HW1065
 HW1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1065.The vertical order pertains to the NGVD 29 superseded value.
 HW1065
 HW1065.The geoid height was determined by GEOID03.
 HW1065
 HW1065;                    North         East    Units  Estimated Accuracy
 HW1065;SPC VA N     - 2,078,720.    3,460,340.      MT  (+/- 180 meters Scaled)
 HW1065
 HW1065                          SUPERSEDED SURVEY CONTROL
 HW1065
 HW1065  NGVD 29 (03/21/06)  386.13   (m)         1266.8    (f) RESET       3  
 HW1065
 HW1065.Superseded values are not recommended for survey control.
 HW1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1065.See file dsdata.txt to determine how the superseded data were derived.
 HW1065
 HW1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC787494(NAD 83)
 HW1065_MARKER: DD = SURVEY DISK
 HW1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1065_STAMPING: C 102 RESET 1966
 HW1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1065+STABILITY: SURFACE MOTION
 HW1065
 HW1065  HISTORY     - Date     Condition        Report By
 HW1065  HISTORY     - 1966     MONUMENTED       VADH
 HW1065  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW1065
 HW1065                          STATION DESCRIPTION
 HW1065
 HW1065'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1966
 HW1065'1.4 MI NW FROM MOUNT CRAWFORD.
 HW1065'0.9 MILE NORTHWEST ALONG A SECONDARY STATE HIGHWAY 867 FROM THE
 HW1065'JUNCTION OF U.S. HIGHWAY 11 AT MT. CRAWFORD, THENCE 0.5 MILE
 HW1065'NORTHWEST ALONG STATE HIGHWAY 257, ABOUT 1.6 MILES NORTHEAST
 HW1065'OF THE JUNCTION OF STATE HIGHWAY 42 AT BRIDGEWATER, 175 FEET
 HW1065'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 700 LEADING NORTHWEST,
 HW1065'30 FEET NORTHWEST OF A POWER-TRANSMISSION POLE REA PPTS 42, 54
 HW1065'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND SET IN
 HW1065'THE TOP OF A CONCRETE POST.
 HW1065
 HW1065                          STATION RECOVERY (1998)
 HW1065
 HW1065'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1672 ***********************************************************************
 HW1672  DESIGNATION -  C 103 RESET
 HW1672  PID         -  HW1672
 HW1672  STATE/COUNTY-  VA/ROCKINGHAM
 HW1672  USGS QUAD   -  REDDISH KNOB (1984)
 HW1672
 HW1672                         *CURRENT SURVEY CONTROL
 HW1672  ___________________________________________________________________
 HW1672* NAD 83(1986)-  38 27 06.     (N)    079 09 37.     (W)     SCALED    
 HW1672* NAVD 88     -       624.14   (+/-2cm)    2047.7    (feet)  VERTCON   
 HW1672  ___________________________________________________________________
 HW1672  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HW1672
 HW1672  VERT ORDER  -  THIRD (See Below)
 HW1672
 HW1672.The horizontal coordinates were scaled from a topographic map and have
 HW1672.an estimated accuracy of +/- 6 seconds.
 HW1672
 HW1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1672.The vertical order pertains to the NGVD 29 superseded value.
 HW1672
 HW1672.The geoid height was determined by GEOID03.
 HW1672
 HW1672;                    North         East    Units  Estimated Accuracy
 HW1672;SPC VA N     - 2,087,340.    3,442,370.      MT  (+/- 180 meters Scaled)
 HW1672
 HW1672                          SUPERSEDED SURVEY CONTROL
 HW1672
 HW1672  NGVD 29 (03/21/06)  624.24   (m)         2048.0    (f) RESET       3  
 HW1672
 HW1672.Superseded values are not recommended for survey control.
 HW1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1672.See file dsdata.txt to determine how the superseded data were derived.
 HW1672
 HW1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC605575(NAD 83)
 HW1672_MARKER: DB = BENCH MARK DISK
 HW1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1672_STAMPING: C 103
 HW1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1672+STABILITY: SURFACE MOTION
 HW1672
 HW1672  HISTORY     - Date     Condition        Report By
 HW1672  HISTORY     - 1967     MONUMENTED       USDA
 HW1672  HISTORY     - 1967     GOOD             NGS
 HW1672
 HW1672                          STATION DESCRIPTION
 HW1672
 HW1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HW1672'5.7 MI WNW FROM BRIERY BRANCH.
 HW1672'5.7 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 257 FROM THE
 HW1672'JUNCTION OF SECONDARY STATE HIGHWAY 731, AT BRIERY BRANCH, 392
 HW1672'FEET WEST OF MILEPOST 21, 12 FEET FROM THE EDGE OF THE PAVEMENT,
 HW1672'BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1633 ***********************************************************************
 HW1633  DESIGNATION -  C 104
 HW1633  PID         -  HW1633
 HW1633  STATE/COUNTY-  VA/AUGUSTA
 HW1633  USGS QUAD   -  STOKESVILLE (1967)
 HW1633
 HW1633                         *CURRENT SURVEY CONTROL
 HW1633  ___________________________________________________________________
 HW1633* NAD 83(1986)-  38 20 18.     (N)    079 14 04.     (W)     SCALED    
 HW1633* NAVD 88     -       646.693  (meters)    2121.69   (feet)  ADJUSTED  
 HW1633  ___________________________________________________________________
 HW1633  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1633  DYNAMIC HT  -         646.185 (meters)    2120.03  (feet)  COMP
 HW1633  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 HW1633
 HW1633  VERT ORDER  -  SECOND    CLASS 0
 HW1633
 HW1633.The horizontal coordinates were scaled from a topographic map and have
 HW1633.an estimated accuracy of +/- 6 seconds.
 HW1633
 HW1633.The orthometric height was determined by differential leveling
 HW1633.and adjusted by the National Geodetic Survey in June 1991..
 HW1633
 HW1633.The geoid height was determined by GEOID03.
 HW1633
 HW1633.The dynamic height is computed by dividing the NAVD 88
 HW1633.geopotential number by the normal gravity value computed on the
 HW1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1633.degrees latitude (g = 980.6199 gals.).
 HW1633
 HW1633.The modeled gravity was interpolated from observed gravity values.
 HW1633
 HW1633;                    North         East    Units  Estimated Accuracy
 HW1633;SPC VA N     - 2,074,810.    3,435,790.      MT  (+/- 180 meters Scaled)
 HW1633
 HW1633                          SUPERSEDED SURVEY CONTROL
 HW1633
 HW1633  NGVD 29 (??/??/92)  646.793  (m)         2122.02   (f) ADJ UNCH    2 0
 HW1633
 HW1633.Superseded values are not recommended for survey control.
 HW1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1633.See file dsdata.txt to determine how the superseded data were derived.
 HW1633
 HW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC543448(NAD 83)
 HW1633_MARKER: DB = BENCH MARK DISK
 HW1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1633_STAMPING: C 104 1935
 HW1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1633+STABILITY: SURFACE MOTION
 HW1633
 HW1633  HISTORY     - Date     Condition        Report By
 HW1633  HISTORY     - 1935     MONUMENTED       CGS
 HW1633
 HW1633                          STATION DESCRIPTION
 HW1633
 HW1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1633'1 MI NW FROM STOKESVILLE.
 HW1633'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1633'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1633'COUNTY, THENCE 5.6 MILES SOUTHWEST ALONG A FOREST SERVICE ROAD,
 HW1633'0.25 MILE NORTHEAST OF THE CROSSING OF FLAT RUN, AT THE FOOT OF
 HW1633'A SLOPE OF A HILL, 32 FEET NORTH OF MILEPOST 8, 40 FEET NORTH
 HW1633'OF A SMALL STREAM AND THE WEST END OF A CULVERT, AND 25 FEET
 HW1633'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C
 HW1633'104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1709 ***********************************************************************
 HW1709  DESIGNATION -  C 105
 HW1709  PID         -  HW1709
 HW1709  STATE/COUNTY-  VA/AUGUSTA
 HW1709  USGS QUAD   -  STOKESVILLE (1967)
 HW1709
 HW1709                         *CURRENT SURVEY CONTROL
 HW1709  ___________________________________________________________________
 HW1709* NAD 83(1986)-  38 16 09.     (N)    079 09 03.     (W)     SCALED    
 HW1709* NAVD 88     -       459.144  (meters)    1506.37   (feet)  ADJUSTED  
 HW1709  ___________________________________________________________________
 HW1709  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HW1709  DYNAMIC HT  -         458.794 (meters)    1505.23  (feet)  COMP
 HW1709  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 HW1709
 HW1709  VERT ORDER  -  SECOND    CLASS 0
 HW1709
 HW1709.The horizontal coordinates were scaled from a topographic map and have
 HW1709.an estimated accuracy of +/- 6 seconds.
 HW1709
 HW1709.The orthometric height was determined by differential leveling
 HW1709.and adjusted by the National Geodetic Survey in June 1991..
 HW1709
 HW1709.The geoid height was determined by GEOID03.
 HW1709
 HW1709.The dynamic height is computed by dividing the NAVD 88
 HW1709.geopotential number by the normal gravity value computed on the
 HW1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1709.degrees latitude (g = 980.6199 gals.).
 HW1709
 HW1709.The modeled gravity was interpolated from observed gravity values.
 HW1709
 HW1709;                    North         East    Units  Estimated Accuracy
 HW1709;SPC VA N     - 2,067,080.    3,443,050.      MT  (+/- 180 meters Scaled)
 HW1709
 HW1709                          SUPERSEDED SURVEY CONTROL
 HW1709
 HW1709  NGVD 29 (??/??/92)  459.255  (m)         1506.74   (f) ADJ UNCH    2 0
 HW1709
 HW1709.Superseded values are not recommended for survey control.
 HW1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1709.See file dsdata.txt to determine how the superseded data were derived.
 HW1709
 HW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC617372(NAD 83)
 HW1709_MARKER: DB = BENCH MARK DISK
 HW1709_SETTING: 66 = SET IN ROCK OUTCROP
 HW1709_SP_SET: ROCK OUTCROP
 HW1709_STAMPING: C 105 1935
 HW1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1709+STABILITY: POSITION/ELEVATION WELL
 HW1709
 HW1709  HISTORY     - Date     Condition        Report By
 HW1709  HISTORY     - 1935     MONUMENTED       CGS
 HW1709  HISTORY     - 1958     GOOD             NGS
 HW1709
 HW1709                          STATION DESCRIPTION
 HW1709
 HW1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1709'3.5 MI N FROM CHURCHVILLE.
 HW1709'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF
 HW1709'STATE HIGHWAY 42 AND THE POST OFFICE AT CHURCHVILLE, THENCE 3.0
 HW1709'MILES NORTH ALONG STATE HIGHWAY 42, NEAR THE T JUNCTION OF COUNTY
 HW1709'ROAD NO. 737 LEADING NORTHWEST, ON TOP OF A 12-BY-4-FOOT
 HW1709'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 38 FEET NORTHWEST OF
 HW1709'THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTHEAST OF THE CENTER
 HW1709'LINE OF THE COUNTY ROAD, 26 FEET SOUTHWEST OF TELEGRAPH POLE NO.
 HW1709'100, 3 FEET NORTHWEST OF A FENCE LINE, 2 FEET ABOVE THE LEVEL
 HW1709'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0486 ***********************************************************************
 HW0486  DESIGNATION -  C 106
 HW0486  PID         -  HW0486
 HW0486  STATE/COUNTY-  VA/ALBEMARLE
 HW0486  USGS QUAD   -  KESWICK (1984)
 HW0486
 HW0486                         *CURRENT SURVEY CONTROL
 HW0486  ___________________________________________________________________
 HW0486* NAD 83(1986)-  38 05 36.     (N)    078 20 26.     (W)     SCALED    
 HW0486* NAVD 88     -       231.564  (meters)     759.72   (feet)  ADJUSTED  
 HW0486  ___________________________________________________________________
 HW0486  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0486  DYNAMIC HT  -         231.403 (meters)     759.19  (feet)  COMP
 HW0486  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 HW0486
 HW0486  VERT ORDER  -  SECOND    CLASS 0
 HW0486
 HW0486.The horizontal coordinates were scaled from a topographic map and have
 HW0486.an estimated accuracy of +/- 6 seconds.
 HW0486
 HW0486.The orthometric height was determined by differential leveling
 HW0486.and adjusted by the National Geodetic Survey in June 1991..
 HW0486
 HW0486.The geoid height was determined by GEOID03.
 HW0486
 HW0486.The dynamic height is computed by dividing the NAVD 88
 HW0486.geopotential number by the normal gravity value computed on the
 HW0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0486.degrees latitude (g = 980.6199 gals.).
 HW0486
 HW0486.The modeled gravity was interpolated from observed gravity values.
 HW0486
 HW0486;                    North         East    Units  Estimated Accuracy
 HW0486;SPC VA S     - 1,195,340.    3,513,990.      MT  (+/- 180 meters Scaled)
 HW0486
 HW0486                          SUPERSEDED SURVEY CONTROL
 HW0486
 HW0486  NGVD 29 (??/??/92)  231.802  (m)          760.50   (f) ADJ UNCH    2 0
 HW0486
 HW0486.Superseded values are not recommended for survey control.
 HW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0486.See file dsdata.txt to determine how the superseded data were derived.
 HW0486
 HW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC332195(NAD 83)
 HW0486_MARKER: DB = BENCH MARK DISK
 HW0486_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW0486_STAMPING: C 106 1935
 HW0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0486
 HW0486  HISTORY     - Date     Condition        Report By
 HW0486  HISTORY     - 1935     MONUMENTED       CGS
 HW0486  HISTORY     - 1963     GOOD             NGS
 HW0486
 HW0486                          STATION DESCRIPTION
 HW0486
 HW0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0486'2.3 MI SE FROM STONY POINT.
 HW0486'2.3 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 HW0486'HIGH SCHOOL AT STONY POINT, ALBEMARLE COUNTY, AT A BEND IN THE
 HW0486'HIGHWAY, 13 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 HW0486'TOP OF A ROCK, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 HW0486'STANDARD DISK, STAMPED C 106 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0157 ***********************************************************************
 GW0157  DESIGNATION -  C 107
 GW0157  PID         -  GW0157
 GW0157  STATE/COUNTY-  VA/FLUVANNA
 GW0157  USGS QUAD   -  SCOTTSVILLE (1974)
 GW0157
 GW0157                         *CURRENT SURVEY CONTROL
 GW0157  ___________________________________________________________________
 GW0157* NAD 83(1986)-  37 52 19.     (N)    078 25 15.     (W)     SCALED    
 GW0157* NAVD 88     -       163.198  (meters)     535.43   (feet)  ADJUSTED  
 GW0157  ___________________________________________________________________
 GW0157  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW0157  DYNAMIC HT  -         163.085 (meters)     535.05  (feet)  COMP
 GW0157  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 GW0157
 GW0157  VERT ORDER  -  SECOND    CLASS 0
 GW0157
 GW0157.The horizontal coordinates were scaled from a topographic map and have
 GW0157.an estimated accuracy of +/- 6 seconds.
 GW0157
 GW0157.The orthometric height was determined by differential leveling
 GW0157.and adjusted by the National Geodetic Survey in June 1991..
 GW0157
 GW0157.The geoid height was determined by GEOID03.
 GW0157
 GW0157.The dynamic height is computed by dividing the NAVD 88
 GW0157.geopotential number by the normal gravity value computed on the
 GW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0157.degrees latitude (g = 980.6199 gals.).
 GW0157
 GW0157.The modeled gravity was interpolated from observed gravity values.
 GW0157
 GW0157;                    North         East    Units  Estimated Accuracy
 GW0157;SPC VA S     - 1,170,760.    3,506,970.      MT  (+/- 180 meters Scaled)
 GW0157
 GW0157                          SUPERSEDED SURVEY CONTROL
 GW0157
 GW0157  NGVD 29 (??/??/92)  163.466  (m)          536.30   (f) ADJ UNCH    2 0
 GW0157
 GW0157.Superseded values are not recommended for survey control.
 GW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0157.See file dsdata.txt to determine how the superseded data were derived.
 GW0157
 GW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB268947(NAD 83)
 GW0157_MARKER: DB = BENCH MARK DISK
 GW0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0157_STAMPING: C 107 1935
 GW0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0157+STABILITY: SURFACE MOTION
 GW0157
 GW0157  HISTORY     - Date     Condition        Report By
 GW0157  HISTORY     - 1935     MONUMENTED       CGS
 GW0157  HISTORY     - 1963     GOOD             NGS
 GW0157  HISTORY     - 1983     GOOD             NGS
 GW0157  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0157  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 GW0157
 GW0157                          STATION DESCRIPTION
 GW0157
 GW0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0157'2.2 MI SE FROM WOODRIDGE.
 GW0157'IN FLUVANNA COUNTY, 2.2 MILES SOUTHEAST ALONG SECONDARY STATE
 GW0157'HIGHWAY 620 FROM THE ROAD INTERSECTION AT WOODRIDGE, ALBEMARLE
 GW0157'COUNTY, ABOUT 1/4 MILE SOUTH OF THE FLUVANNA-ALBEMARLE COUNTY
 GW0157'LINE, AT THE JUNCTION OF A DRIVEWAY LEADING TO AN OLD YELLOW
 GW0157'FARMHOUSE, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 27
 GW0157'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 33 FEET SOUTH
 GW0157'OF MAILBOX 456.  A STANDARD DISK, STAMPED C 107 1935 AND SET IN
 GW0157'THE TOP OF A CONCRETE POST.
 GW0157
 GW0157                          STATION RECOVERY (1983)
 GW0157
 GW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0157'RECOVERED IN GOOD CONDITION.
 GW0157
 GW0157                          STATION RECOVERY (1998)
 GW0157
 GW0157'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0157'MARK NOT FOUND.
 GW0157
 GW0157                          STATION RECOVERY (2003)
 GW0157
 GW0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1439 ***********************************************************************
 GX1439  DESIGNATION -  C 108
 GX1439  PID         -  GX1439
 GX1439  STATE/COUNTY-  VA/TAZEWELL
 GX1439  USGS QUAD   -  BRAMWELL (1979)
 GX1439
 GX1439                         *CURRENT SURVEY CONTROL
 GX1439  ___________________________________________________________________
 GX1439* NAD 83(1986)-  37 15 14.     (N)    081 16 29.     (W)     SCALED    
 GX1439* NAVD 88     -       727.340  (meters)    2386.28   (feet)  ADJUSTED  
 GX1439  ___________________________________________________________________
 GX1439  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GX1439  DYNAMIC HT  -         726.692 (meters)    2384.16  (feet)  COMP
 GX1439  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 GX1439
 GX1439  VERT ORDER  -  FIRST     CLASS II
 GX1439
 GX1439.The horizontal coordinates were scaled from a topographic map and have
 GX1439.an estimated accuracy of +/- 6 seconds.
 GX1439
 GX1439.The orthometric height was determined by differential leveling
 GX1439.and adjusted by the National Geodetic Survey in June 1991..
 GX1439
 GX1439.The geoid height was determined by GEOID03.
 GX1439
 GX1439.The dynamic height is computed by dividing the NAVD 88
 GX1439.geopotential number by the normal gravity value computed on the
 GX1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1439.degrees latitude (g = 980.6199 gals.).
 GX1439
 GX1439.The modeled gravity was interpolated from observed gravity values.
 GX1439
 GX1439;                    North         East    Units  Estimated Accuracy
 GX1439;SPC VA S     - 1,105,780.    3,253,890.      MT  (+/- 180 meters Scaled)
 GX1439
 GX1439                          SUPERSEDED SURVEY CONTROL
 GX1439
 GX1439  NGVD 29 (??/??/92)  727.442  (m)         2386.62   (f) ADJ UNCH    1 2
 GX1439
 GX1439.Superseded values are not recommended for survey control.
 GX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1439.See file dsdata.txt to determine how the superseded data were derived.
 GX1439
 GX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB756230(NAD 83)
 GX1439_MARKER: DB = BENCH MARK DISK
 GX1439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1439_SP_SET: FOUNDATION
 GX1439_STAMPING: C 108 1935
 GX1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1439
 GX1439  HISTORY     - Date     Condition        Report By
 GX1439  HISTORY     - 1935     MONUMENTED       CGS
 GX1439  HISTORY     - 1965     GOOD             NGS
 GX1439
 GX1439                          STATION DESCRIPTION
 GX1439
 GX1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GX1439'AT BLUEFIELD.
 GX1439'AT BLUEFIELD, ABOUT 0.1 MILE EAST ALONG THE NORFOLK AND WESTERN
 GX1439'RAILWAY FROM THE OVERPASS CROSSING OF U.S. HIGHWAY 19, 9 RAILS
 GX1439'WEST OF A Y JUNCTION IN THE TRACKS, SET VERTICALLY IN THE NORTH
 GX1439'FACE NEAR THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 GX1439'STATION BUILDING PRESENTLY ABANDONED, 23.8 FEET SOUTH OF THE SOUTH
 GX1439'RAIL, 1.1 FEET WEST OF THE NORTHEAST CORNER, 1/2 FOOT ABOVE THE
 GX1439'CONCRETE PLATFORM AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0852 ***********************************************************************
 FX0852  DESIGNATION -  C 10=CENTER RM
 FX0852  PID         -  FX0852
 FX0852  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0852  USGS QUAD   -  HOLLAND (1986)
 FX0852
 FX0852                         *CURRENT SURVEY CONTROL
 FX0852  ___________________________________________________________________
 FX0852* NAD 83(1986)-  36 43 05.     (N)    076 48 21.     (W)     SCALED    
 FX0852* NAVD 88     -        25.088  (meters)      82.31   (feet)  POSTED    
 FX0852  ___________________________________________________________________
 FX0852  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 FX0852  DYNAMIC HT  -          25.070 (meters)      82.25  (feet)  COMP
 FX0852  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 FX0852
 FX0852  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0852
 FX0852.The horizontal coordinates were scaled from a topographic map and have
 FX0852.an estimated accuracy of +/- 6 seconds.
 FX0852
 FX0852.The orthometric height was determined by differential leveling
 FX0852.and adjusted by the National Geodetic Survey in 1992..
 FX0852.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0852.rate of 4.1 thru 8.0 mm/km.
 FX0852
 FX0852.The geoid height was determined by GEOID03.
 FX0852
 FX0852.The dynamic height is computed by dividing the NAVD 88
 FX0852.geopotential number by the normal gravity value computed on the
 FX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0852.degrees latitude (g = 980.6199 gals.).
 FX0852
 FX0852.The modeled gravity was interpolated from observed gravity values.
 FX0852
 FX0852;                    North         East    Units  Estimated Accuracy
 FX0852;SPC VA S     - 1,044,050.    3,651,350.      MT  (+/- 180 meters Scaled)
 FX0852
 FX0852                          SUPERSEDED SURVEY CONTROL
 FX0852
 FX0852  NGVD 29 (??/??/92)   25.552  (m)           83.83   (f) ADJ UNCH    1 2
 FX0852
 FX0852.Superseded values are not recommended for survey control.
 FX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0852.See file dsdata.txt to determine how the superseded data were derived.
 FX0852
 FX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF387651(NAD 83)
 FX0852_MARKER: DR = REFERENCE MARK DISK
 FX0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0852_STAMPING: C 10 CENTER 1918
 FX0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0852+STABILITY: SURFACE MOTION
 FX0852
 FX0852  HISTORY     - Date     Condition        Report By
 FX0852  HISTORY     - 1918     MONUMENTED       CGS
 FX0852  HISTORY     - 1953     GOOD             NGS
 FX0852  HISTORY     - 1960     GOOD             NGS
 FX0852  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0852
 FX0852                          STATION DESCRIPTION
 FX0852
 FX0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0852'1.1 MI E FROM CARRSVILLE.
 FX0852'1.1 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0852'OVERPASS OF U.S. HIGHWAY 58 OVER TRACK AT CARRSVILLE, 122 YARDS
 FX0852'WEST OF MILE POST 30, 39 1/2 FEET SOUTH OF SOUTH RAIL, 71 1/2
 FX0852'FEET WEST OF TELEPHONE POLE NO. 15F, 74 1/2 FEET SOUTH OF
 FX0852'BM CENTER 1918 - 1944, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 FX0852'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0852
 FX0852                          STATION RECOVERY (1960)
 FX0852
 FX0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0852'RECOVERED IN GOOD CONDITION.
 FX0852
 FX0852                          STATION RECOVERY (1978)
 FX0852
 FX0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0852'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1233 ***********************************************************************
 FX1233  DESIGNATION -  C 11 RESET 1933
 FX1233  PID         -  FX1233
 FX1233  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1233  USGS QUAD   -  COURTLAND (1986)
 FX1233
 FX1233                         *CURRENT SURVEY CONTROL
 FX1233  ___________________________________________________________________
 FX1233* NAD 83(1986)-  36 38 07.     (N)    077 04 57.     (W)     SCALED    
 FX1233* NAVD 88     -        26.917  (meters)      88.31   (feet)  ADJUSTED  
 FX1233  ___________________________________________________________________
 FX1233  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 FX1233  DYNAMIC HT  -          26.896 (meters)      88.24  (feet)  COMP
 FX1233  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 FX1233
 FX1233  VERT ORDER  -  FIRST     CLASS II
 FX1233
 FX1233.The horizontal coordinates were scaled from a topographic map and have
 FX1233.an estimated accuracy of +/- 6 seconds.
 FX1233
 FX1233.The orthometric height was determined by differential leveling
 FX1233.and adjusted by the National Geodetic Survey in June 1991..
 FX1233
 FX1233.The geoid height was determined by GEOID03.
 FX1233
 FX1233.The dynamic height is computed by dividing the NAVD 88
 FX1233.geopotential number by the normal gravity value computed on the
 FX1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1233.degrees latitude (g = 980.6199 gals.).
 FX1233
 FX1233.The modeled gravity was interpolated from observed gravity values.
 FX1233
 FX1233;                    North         East    Units  Estimated Accuracy
 FX1233;SPC VA S     - 1,034,460.    3,626,770.      MT  (+/- 180 meters Scaled)
 FX1233
 FX1233                          SUPERSEDED SURVEY CONTROL
 FX1233
 FX1233.No superseded survey control is available for this station.
 FX1233
 FX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF138564(NAD 83)
 FX1233_MARKER: DS = TRIANGULATION STATION DISK
 FX1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1233_STAMPING: ELEV 89.915 FT C 11 CAL 1918 1933
 FX1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1233+STABILITY: SURFACE MOTION
 FX1233
 FX1233  HISTORY     - Date     Condition        Report By
 FX1233  HISTORY     - 1933     MONUMENTED       CGS
 FX1233  HISTORY     - 1953     GOOD             NGS
 FX1233  HISTORY     - 1978     GOOD             NGS
 FX1233
 FX1233                          STATION DESCRIPTION
 FX1233
 FX1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1233'2.4 MI NE FROM NEWSOMS.
 FX1233'2.45 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1233'THE STATION AT NEWSOMS, ABOUT 0.35 MILE NORTHEAST OF MILE POST
 FX1233'47, AT CROSSING OF COUNTY ROAD 674 KNOWN AS GUM CROSSING, 16 1/2
 FX1233'FEET SOUTHEAST OF SOUTHEAST RAIL, 26 FEET EAST OF CENTER OF
 FX1233'CROSSING, 71 FEET EAST AND ACROSS CROSSING FROM BM B 11 = R.M.
 FX1233'CAL, 17 FEET WEST OF A TELEPHONE POLE, ABOUT 2 1/2 FEET BELOW
 FX1233'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FX1233'2 INCHES BELOW SURFACE OF GROUND.
 FX1233
 FX1233                          STATION RECOVERY (1978)
 FX1233
 FX1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1233'ADD=13 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 4.5 FEET
 FX1233'NORTHEAST OF CROSSING POST AND SIGN.
 FX1233'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 FX1233'THE MARK IS 3 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0419 ***********************************************************************
 HW0419  DESIGNATION -  C 11 USGS
 HW0419  PID         -  HW0419
 HW0419  STATE/COUNTY-  VA/ORANGE
 HW0419  USGS QUAD   -  RAPIDAN (1984)
 HW0419
 HW0419                         *CURRENT SURVEY CONTROL
 HW0419  ___________________________________________________________________
 HW0419* NAD 83(1986)-  38 15 25.     (N)    078 01 42.     (W)     SCALED    
 HW0419* NAVD 88     -       138.734  (meters)     455.16   (feet)  ADJUSTED  
 HW0419  ___________________________________________________________________
 HW0419  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HW0419  DYNAMIC HT  -         138.645 (meters)     454.87  (feet)  COMP
 HW0419  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 HW0419
 HW0419  VERT ORDER  -  FIRST     CLASS II
 HW0419
 HW0419.The horizontal coordinates were scaled from a topographic map and have
 HW0419.an estimated accuracy of +/- 6 seconds.
 HW0419
 HW0419.The orthometric height was determined by differential leveling
 HW0419.and adjusted by the National Geodetic Survey in June 1991..
 HW0419
 HW0419.The geoid height was determined by GEOID03.
 HW0419
 HW0419.The dynamic height is computed by dividing the NAVD 88
 HW0419.geopotential number by the normal gravity value computed on the
 HW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0419.degrees latitude (g = 980.6199 gals.).
 HW0419
 HW0419.The modeled gravity was interpolated from observed gravity values.
 HW0419
 HW0419;                    North         East    Units  Estimated Accuracy
 HW0419;SPC VA N     - 2,065,630.    3,541,280.      MT  (+/- 180 meters Scaled)
 HW0419
 HW0419                          SUPERSEDED SURVEY CONTROL
 HW0419
 HW0419  NGVD 29 (??/??/92)  138.997  (m)          456.03   (f) ADJ UNCH    1 2
 HW0419
 HW0419.Superseded values are not recommended for survey control.
 HW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0419.See file dsdata.txt to determine how the superseded data were derived.
 HW0419
 HW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC600385(NAD 83)
 HW0419_MARKER: DD = SURVEY DISK
 HW0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0419_STAMPING: C 11 1926
 HW0419_MARK LOGO: USGS  
 HW0419_PROJECTION: FLUSH
 HW0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0419+STABILITY: SURFACE MOTION
 HW0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0419+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 HW0419
 HW0419  HISTORY     - Date     Condition        Report By
 HW0419  HISTORY     - 1926     MONUMENTED       USGS
 HW0419  HISTORY     - 1935     GOOD             NGS
 HW0419  HISTORY     - 1938     GOOD             NGS
 HW0419  HISTORY     - 1984     GOOD             NGS
 HW0419  HISTORY     - 19980924 GOOD             USPSQD
 HW0419  HISTORY     - 20030308 GOOD             USPSQD
 HW0419  HISTORY     - 20050618 GOOD             GEOCAC
 HW0419
 HW0419                          STATION DESCRIPTION
 HW0419
 HW0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0419'5 MI E FROM ORANGE.
 HW0419'ABOUT 5.0 MILES EAST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HW0419'ORANGE, ORANGE COUNTY, AT NASON, 51 FEET EAST OF MILEPOST 33,
 HW0419'30 FEET NORTH OF A POINT 30 FEET EAST OF A DIRTROAD CROSSING,
 HW0419'AND 4 FEET EAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 HW0419'SURVEY STANDARD DISK, STAMPED C 11 1926 AND SET IN THE TOP OF A
 HW0419'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 HW0419
 HW0419                          STATION RECOVERY (1938)
 HW0419
 HW0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 HW0419'RECOVERED IN GOOD CONDITION.
 HW0419
 HW0419                          STATION RECOVERY (1984)
 HW0419
 HW0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0419'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN NASONS,
 HW0419'0.2 KM (0.15 MI) NORTHWEST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 HW0419'JUNCTION OF STATE HIGHWAY 20 TO THE MARK ON THE RIGHT, IN THE LAWN OF
 HW0419'A PRIVATE RESIDENCE, 10.97 METERS (36.0 FT) NORTHEAST OF THE CENTER OF
 HW0419'THE HIGHWAY, 10.64 METERS (34.9 FT) SOUTHWEST OF UTILITY POLE HE69,
 HW0419'3.35 METERS (11.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TWO
 HW0419'STORY CINDER BLOCK HOUSE, 2.80 METERS (9.2 FT) SOUTHEAST OF THE
 HW0419'SOUTH-SOUTHEAST CORNER POST OF A PASTURE FENCE.  DISK IS STAMPED C 11
 HW0419'1926 456.
 HW0419'THE MARK IS 1.83 METERS  SE FROM A WITNESS POST.
 HW0419'THE MARK IS 0.91 M ABOVE HIGHWAY 600.
 HW0419
 HW0419                          STATION RECOVERY (1998)
 HW0419
 HW0419'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0419'RECOVERED IN GOOD CONDITION.
 HW0419
 HW0419                          STATION RECOVERY (2003)
 HW0419
 HW0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0419'RECOVERED IN GOOD CONDITION.
 HW0419
 HW0419                          STATION RECOVERY (2005)
 HW0419
 HW0419'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HW0419'STATION LOCATED ON THE NORTHEAST SIDE OF ROAD 600, ABOUT 900 FEET
 HW0419'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 20, AND IN THE LAWN AND
 HW0419'UNDER A MAPLE TREE ON THE NORTHWEST SIDE OF HOUSE NUMBER 10693.
 HW0419' 
 HW0419'THE HOUSE HAS VINYL SIDING, BUT IS PROBABLY THE SAME CINDER BLOCK
 HW0419'STRUCTURE MENTIONED IN THE 1984 RECOVERY REPORT. THE WITNESS POST
 HW0419'MENTIONED IN THAT REPORT WAS FOUND LYING ON THE GROUND.
 HW0419' 
 HW0419'DATASHEET STAMPING LINE SHOULD READ 'C 11 1926 456' (ADDING
 HW0419'ELEVATION).
 HW0419' 
 HW0419'HANDHELD GPS COORDINATES N38 15 25.6, W078 01 42.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3478 ***********************************************************************
 HV3478  DESIGNATION -  C 110
 HV3478  PID         -  HV3478
 HV3478  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3478  USGS QUAD   -  LADYSMITH (1979)
 HV3478
 HV3478                         *CURRENT SURVEY CONTROL
 HV3478  ___________________________________________________________________
 HV3478* NAD 83(1986)-  38 07 20.     (N)    077 36 59.     (W)     SCALED    
 HV3478* NAVD 88     -        90.14   (+/-2cm)     295.7    (feet)  VERTCON   
 HV3478  ___________________________________________________________________
 HV3478  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3478
 HV3478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3478
 HV3478.The horizontal coordinates were scaled from a topographic map and have
 HV3478.an estimated accuracy of +/- 6 seconds.
 HV3478
 HV3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3478.The vertical order pertains to the NGVD 29 superseded value.
 HV3478
 HV3478.The geoid height was determined by GEOID03.
 HV3478
 HV3478;                    North         East    Units  Estimated Accuracy
 HV3478;SPC VA N     - 2,050,940.    3,577,480.      MT  (+/- 180 meters Scaled)
 HV3478
 HV3478                          SUPERSEDED SURVEY CONTROL
 HV3478
 HV3478  NGVD 29 (??/??/??)   90.421  (m)          296.66   (f) ADJUSTED    2 0
 HV3478
 HV3478.Superseded values are not recommended for survey control.
 HV3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3478.See file dsdata.txt to determine how the superseded data were derived.
 HV3478
 HV3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH706226(NAD 83)
 HV3478_MARKER: DB = BENCH MARK DISK
 HV3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3478_STAMPING: C 110 1935
 HV3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3478+STABILITY: SURFACE MOTION
 HV3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3478+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 HV3478
 HV3478  HISTORY     - Date     Condition        Report By
 HV3478  HISTORY     - 1935     MONUMENTED       CGS
 HV3478  HISTORY     - 1962     GOOD             CGS
 HV3478  HISTORY     - 19950219 GOOD             USPSQD
 HV3478  HISTORY     - 19981022 GOOD             USPSQD
 HV3478  HISTORY     - 20030403 GOOD             GEOMET
 HV3478
 HV3478                          STATION DESCRIPTION
 HV3478
 HV3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3478'2 MI SW FROM SNELL.
 HV3478'AT BLADES CORNER, SPOTSYLVANIA COUNTY, AT THE EDGE OF A CLEARING,
 HV3478'AT THE SOUTH CORNER OF THE TRIANGLE AT THE JUNCTION OF STATE
 HV3478'HIGHWAY 51 AND COUNTY ROAD 647, 39 FEET SOUTHEAST OF THE CENTER
 HV3478'LINE OF COUNTY ROAD 647, AND 7 FEET EAST OF A PINE TREE.  A STANDARD
 HV3478'DISK, STAMPED C 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV3478'NOTE-- THE MARK IS IN THE TRIANGLE FORMED BY THE JUNCTION OF COUNTY
 HV3478'ROUTES 647 AND 738.  THE MARK IS 72 FEET NORTH OF THE NORTHEAST
 HV3478'CORNER OF A LARGE BRICK SCHOOL BUILDING, 60 FEET WEST OF THE
 HV3478'APPROXIMATE CENTER OF COUNTY ROAD 647 AND 22 FEET NORTH OF A
 HV3478'CONCRETE CURB.  THE MARK IS ABOUT 1 FOOT IN DIAMETER AND PROJECTS
 HV3478'ABOUT 10 INCHES.
 HV3478
 HV3478                          STATION RECOVERY (1995)
 HV3478
 HV3478'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3478'RECOVERED IN GOOD CONDITION.
 HV3478
 HV3478                          STATION RECOVERY (1998)
 HV3478
 HV3478'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3478'RECOVERED IN GOOD CONDITION.
 HV3478
 HV3478                          STATION RECOVERY (2003)
 HV3478
 HV3478'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 HV3478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0087 ***********************************************************************
 GW0087  DESIGNATION -  C 111
 GW0087  PID         -  GW0087
 GW0087  STATE/COUNTY-  VA/FLUVANNA
 GW0087  USGS QUAD   -  COLUMBIA (1979)
 GW0087
 GW0087                         *CURRENT SURVEY CONTROL
 GW0087  ___________________________________________________________________
 GW0087* NAD 83(1986)-  37 49 55.     (N)    078 10 02.     (W)     SCALED    
 GW0087* NAVD 88     -       100.672  (meters)     330.29   (feet)  ADJUSTED  
 GW0087  ___________________________________________________________________
 GW0087  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW0087  DYNAMIC HT  -         100.604 (meters)     330.06  (feet)  COMP
 GW0087  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 GW0087
 GW0087  VERT ORDER  -  SECOND    CLASS 0
 GW0087
 GW0087.The horizontal coordinates were scaled from a topographic map and have
 GW0087.an estimated accuracy of +/- 6 seconds.
 GW0087
 GW0087.The orthometric height was determined by differential leveling
 GW0087.and adjusted by the National Geodetic Survey in June 1991..
 GW0087
 GW0087.The geoid height was determined by GEOID03.
 GW0087
 GW0087.The dynamic height is computed by dividing the NAVD 88
 GW0087.geopotential number by the normal gravity value computed on the
 GW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0087.degrees latitude (g = 980.6199 gals.).
 GW0087
 GW0087.The modeled gravity was interpolated from observed gravity values.
 GW0087
 GW0087;                    North         East    Units  Estimated Accuracy
 GW0087;SPC VA S     - 1,166,360.    3,529,300.      MT  (+/- 180 meters Scaled)
 GW0087
 GW0087                          SUPERSEDED SURVEY CONTROL
 GW0087
 GW0087  NGVD 29 (??/??/92)  100.942  (m)          331.17   (f) ADJ UNCH    2 0
 GW0087
 GW0087.Superseded values are not recommended for survey control.
 GW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0087.See file dsdata.txt to determine how the superseded data were derived.
 GW0087
 GW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB493909(NAD 83)
 GW0087_MARKER: DB = BENCH MARK DISK
 GW0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0087_STAMPING: C 111 1935
 GW0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0087+STABILITY: SURFACE MOTION
 GW0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0087+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW0087
 GW0087  HISTORY     - Date     Condition        Report By
 GW0087  HISTORY     - 1935     MONUMENTED       CGS
 GW0087  HISTORY     - 1962     GOOD             NGS
 GW0087  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0087  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GW0087  HISTORY     - 20060309 GOOD             USPSQD
 GW0087
 GW0087                          STATION DESCRIPTION
 GW0087
 GW0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0087'0.8 MI N FROM SHEPHERDS STORE.
 GW0087'0.8 MILE NORTH ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF SECONDARY
 GW0087'STATE HIGHWAY 608 AT SHEPHERDS STORE, FLUVANNA COUNTY, 36 FEET
 GW0087'WEST OF THE J. MARSHALL MAIL BOX, AT THE JUNCTION OF SECONDARY
 GW0087'STATE HIGHWAY 604, AND 25 FEET WEST OF THE CENTERLINE OF THE
 GW0087'HIGHWAY.  A STANDARD DISK, STAMPED C 111 1935 AND SET IN THE TOP
 GW0087'OF A CONCRETE POST.
 GW0087
 GW0087                          STATION RECOVERY (1962)
 GW0087
 GW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0087'RECOVERED IN GOOD CONDITION.
 GW0087
 GW0087                          STATION RECOVERY (1998)
 GW0087
 GW0087'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0087'MARK NOT FOUND.
 GW0087
 GW0087                          STATION RECOVERY (2003)
 GW0087
 GW0087'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW0087'MARK NOT FOUND.
 GW0087
 GW0087                          STATION RECOVERY (2006)
 GW0087
 GW0087'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0087'NEW DESCRIPTION= MARK IS 199FT NORTWEST OF RT 608 ON KEYS MILL ROAD
 GW0087'WHICH IS DIRT. 25FT WEST OF KEYS MILL ROAD. ACROSS FROM KEYS MILL ROAD
 GW0087'IS PROMISE LAND FARM. MARK FOUND BY GPS COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0061 ***********************************************************************
 GW0061  DESIGNATION -  C 112
 GW0061  PID         -  GW0061
 GW0061  STATE/COUNTY-  VA/GOOCHLAND
 GW0061  USGS QUAD   -  FERNCLIFF (1984)
 GW0061
 GW0061                         *CURRENT SURVEY CONTROL
 GW0061  ___________________________________________________________________
 GW0061* NAD 83(1993)-  37 52 51.31345(N)    078 02 19.08239(W)     ADJUSTED  
 GW0061* NAVD 88     -       158.798  (meters)     520.99   (feet)  ADJUSTED  
 GW0061  ___________________________________________________________________
 GW0061  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GW0061  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW0061  DYNAMIC HT  -         158.689 (meters)     520.63  (feet)  COMP
 GW0061  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 GW0061
 GW0061  HORZ ORDER  -  SECOND
 GW0061  VERT ORDER  -  SECOND    CLASS 0
 GW0061
 GW0061.The horizontal coordinates were established by classical geodetic methods
 GW0061.and adjusted by the National Geodetic Survey in November 1994..
 GW0061
 GW0061.The orthometric height was determined by differential leveling
 GW0061.and adjusted by the National Geodetic Survey in June 1991..
 GW0061
 GW0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0061
 GW0061.The geoid height was determined by GEOID03.
 GW0061
 GW0061.The dynamic height is computed by dividing the NAVD 88
 GW0061.geopotential number by the normal gravity value computed on the
 GW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0061.degrees latitude (g = 980.6199 gals.).
 GW0061
 GW0061.The modeled gravity was interpolated from observed gravity values.
 GW0061
 GW0061;                    North         East     Units Scale Factor Converg.
 GW0061;SPC VA S     - 1,171,847.449 3,540,587.598   MT  0.99998548   +0 16 48.1
 GW0061;SPC VA S     - 3,844,636.17 11,616,077.81   sFT  0.99998548   +0 16 48.1
 GW0061;UTM  17      - 4,196,737.923   760,448.667   MT  1.00043557   +1 49 09.7
 GW0061;UTM  18      - 4,196,956.655   232,754.144   MT  1.00047975   -1 52 00.8
 GW0061
 GW0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0061!SPC VA S     -   0.99998014  x   0.99998548  =   0.99996562
 GW0061!UTM  17      -   0.99998014  x   1.00043557  =   1.00041570
 GW0061!UTM  18      -   0.99998014  x   1.00047975  =   1.00045988
 GW0061
 GW0061                          SUPERSEDED SURVEY CONTROL
 GW0061
 GW0061  NAD 83(1986)-  37 52 51.32135(N)    078 02 19.09647(W) AD(       ) 2
 GW0061  NAD 27      -  37 52 50.81200(N)    078 02 20.09800(W) AD(       ) 2
 GW0061  NGVD 29 (??/??/92)  159.064  (m)          521.86   (f) ADJ UNCH    2 0
 GW0061
 GW0061.Superseded values are not recommended for survey control.
 GW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0061.See file dsdata.txt to determine how the superseded data were derived.
 GW0061
 GW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB6044996738(NAD 83)
 GW0061_MARKER: DB = BENCH MARK DISK
 GW0061_SETTING: 0 = UNSPECIFIED SETTING
 GW0061_STAMPING: C 112 1935
 GW0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0061
 GW0061  HISTORY     - Date     Condition        Report By
 GW0061  HISTORY     - 1941     MONUMENTED       CGS
 GW0061  HISTORY     - 1958     GOOD             NGS
 GW0061  HISTORY     - 1966     GOOD             NGS
 GW0061  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0061  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GW0061
 GW0061                          STATION DESCRIPTION
 GW0061
 GW0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GW0061'THE STATION IS POSITIONED BY TRAVERSE FROM STATION SHANNON.
 GW0061
 GW0061                          STATION RECOVERY (1958)
 GW0061
 GW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW0061'3.2 MI SE FROM FERNCLIFF.
 GW0061'AT A SETTLEMENT FORMERLY KNOWN AS SHANNON HILL, ON U.S. HIGHWAY
 GW0061'250, AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 605, 76 FEET
 GW0061'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST HIGHWAY, AND 36
 GW0061'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH HIGHWAY.
 GW0061
 GW0061                          STATION RECOVERY (1966)
 GW0061
 GW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0061'RECOVERED IN GOOD CONDITION.
 GW0061
 GW0061                          STATION RECOVERY (1998)
 GW0061
 GW0061'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0061'MARK NOT FOUND.
 GW0061
 GW0061                          STATION RECOVERY (2002)
 GW0061
 GW0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GW0061' 
 GW0061' 
 GW0061' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3474 ***********************************************************************
 HV3474  DESIGNATION -  C 112
 HV3474  PID         -  HV3474
 HV3474  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3474  USGS QUAD   -  LAKE ANNA EAST (1982)
 HV3474
 HV3474                         *CURRENT SURVEY CONTROL
 HV3474  ___________________________________________________________________
 HV3474* NAD 83(1986)-  38 03 02.     (N)    077 39 44.     (W)     SCALED    
 HV3474* NAVD 88     -        98.60   (+/-2cm)     323.5    (feet)  VERTCON   
 HV3474  ___________________________________________________________________
 HV3474  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3474
 HV3474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3474
 HV3474.The horizontal coordinates were scaled from a topographic map and have
 HV3474.an estimated accuracy of +/- 6 seconds.
 HV3474
 HV3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3474.The vertical order pertains to the NGVD 29 superseded value.
 HV3474
 HV3474.The geoid height was determined by GEOID03.
 HV3474
 HV3474;                    North         East    Units  Estimated Accuracy
 HV3474;SPC VA N     - 2,042,950.    3,573,530.      MT  (+/- 180 meters Scaled)
 HV3474
 HV3474                          SUPERSEDED SURVEY CONTROL
 HV3474
 HV3474  NGVD 29 (??/??/??)   98.875  (m)          324.39   (f) ADJUSTED    2 0
 HV3474
 HV3474.Superseded values are not recommended for survey control.
 HV3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3474.See file dsdata.txt to determine how the superseded data were derived.
 HV3474
 HV3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH664147(NAD 83)
 HV3474_MARKER: DB = BENCH MARK DISK
 HV3474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3474_STAMPING: C 112 1935
 HV3474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3474+STABILITY: SURFACE MOTION
 HV3474
 HV3474  HISTORY     - Date     Condition        Report By
 HV3474  HISTORY     - 1935     MONUMENTED       CGS
 HV3474  HISTORY     - 1965     GOOD             CGS
 HV3474  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3474  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 HV3474
 HV3474                          STATION DESCRIPTION
 HV3474
 HV3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3474'AT CHEWINGS CORNER.
 HV3474'AT CHEWINGS CORNER, SPOTSYLVANIA COUNTY, AND 48 FEET WEST OF THE
 HV3474'WEST POINT OF THE TRIANGLE AT THE JUNCTION OF COUNTY ROAD 622
 HV3474'AND STATE HIGHWAY 51, AND 24 FEET NORTH OF THE CENTER OF THE
 HV3474'JUNCTION.  A STANDARD DISK, STAMPED C 112 1935 AND SET IN THE
 HV3474'TOP OF A CONCRETE POST.  NOTE-- STATE HIGHWAY 51 IS NOW SECONDARY
 HV3474'HIGHWAY 738.
 HV3474
 HV3474                          STATION RECOVERY (1995)
 HV3474
 HV3474'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3474'MARK NOT FOUND.
 HV3474
 HV3474                          STATION RECOVERY (1998)
 HV3474
 HV3474'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3470 ***********************************************************************
 HV3470  DESIGNATION -  C 113
 HV3470  PID         -  HV3470
 HV3470  STATE/COUNTY-  VA/LOUISA
 HV3470  USGS QUAD   -  MINERAL (1981)
 HV3470
 HV3470                         *CURRENT SURVEY CONTROL
 HV3470  ___________________________________________________________________
 HV3470* NAD 83(1986)-  38 03 54.     (N)    077 52 48.     (W)     SCALED    
 HV3470* NAVD 88     -        87.825  (meters)     288.14   (feet)  ADJUSTED  
 HV3470  ___________________________________________________________________
 HV3470  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3470  DYNAMIC HT  -          87.767 (meters)     287.95  (feet)  COMP
 HV3470  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 HV3470
 HV3470  VERT ORDER  -  SECOND    CLASS 0
 HV3470
 HV3470.The horizontal coordinates were scaled from a topographic map and have
 HV3470.an estimated accuracy of +/- 6 seconds.
 HV3470
 HV3470.The orthometric height was determined by differential leveling
 HV3470.and adjusted by the National Geodetic Survey in June 1991..
 HV3470
 HV3470.The geoid height was determined by GEOID03.
 HV3470
 HV3470.The dynamic height is computed by dividing the NAVD 88
 HV3470.geopotential number by the normal gravity value computed on the
 HV3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3470.degrees latitude (g = 980.6199 gals.).
 HV3470
 HV3470.The modeled gravity was interpolated from observed gravity values.
 HV3470
 HV3470;                    North         East    Units  Estimated Accuracy
 HV3470;SPC VA S     - 1,192,360.    3,554,410.      MT  (+/- 180 meters Scaled)
 HV3470
 HV3470                          SUPERSEDED SURVEY CONTROL
 HV3470
 HV3470  NGVD 29 (??/??/??)   88.066  (m)          288.93   (f) ADJUSTED    2 0
 HV3470
 HV3470.Superseded values are not recommended for survey control.
 HV3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3470.See file dsdata.txt to determine how the superseded data were derived.
 HV3470
 HV3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH473169(NAD 83)
 HV3470_MARKER: DB = BENCH MARK DISK
 HV3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3470_STAMPING: C 113 1935
 HV3470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3470+STABILITY: SURFACE MOTION
 HV3470
 HV3470  HISTORY     - Date     Condition        Report By
 HV3470  HISTORY     - 1935     MONUMENTED       CGS
 HV3470  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3470  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV3470  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3470
 HV3470                          STATION DESCRIPTION
 HV3470
 HV3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3470'1.1 MI S FROM WARES CROSS ROADS.
 HV3470'1.1 MILES SOUTH ALONG STATE HIGHWAY 49 FROM A STORE AT WARES
 HV3470'CROSS ROADS, LOUISA COUNTY, ON THE EAST BANK OF A SMALL CREEK,
 HV3470'66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET
 HV3470'HIGHER THAN THE CREEK BOTTOM, AND ABOUT LEVEL WITH THE ROADWAY.
 HV3470'A STANDARD DISK, STAMPED C 113 1935 AND SET IN THE TOP OF A
 HV3470'CONCRETE POST.
 HV3470
 HV3470                          STATION RECOVERY (1998)
 HV3470
 HV3470'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3470'MARK NOT FOUND.
 HV3470
 HV3470                          STATION RECOVERY (2002)
 HV3470
 HV3470'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3348 ***********************************************************************
 HV3348  DESIGNATION -  C 114
 HV3348  PID         -  HV3348
 HV3348  STATE/COUNTY-  VA/ORANGE
 HV3348  USGS QUAD   -  LAHORE (1981)
 HV3348
 HV3348                         *CURRENT SURVEY CONTROL
 HV3348  ___________________________________________________________________
 HV3348* NAD 83(1986)-  38 10 47.     (N)    077 58 40.     (W)     SCALED    
 HV3348* NAVD 88     -       118.338  (meters)     388.25   (feet)  ADJUSTED  
 HV3348  ___________________________________________________________________
 HV3348  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV3348  DYNAMIC HT  -         118.263 (meters)     388.00  (feet)  COMP
 HV3348  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HV3348
 HV3348  VERT ORDER  -  SECOND    CLASS 0
 HV3348
 HV3348.The horizontal coordinates were scaled from a topographic map and have
 HV3348.an estimated accuracy of +/- 6 seconds.
 HV3348
 HV3348.The orthometric height was determined by differential leveling
 HV3348.and adjusted by the National Geodetic Survey in June 1991..
 HV3348
 HV3348.The geoid height was determined by GEOID03.
 HV3348
 HV3348.The dynamic height is computed by dividing the NAVD 88
 HV3348.geopotential number by the normal gravity value computed on the
 HV3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3348.degrees latitude (g = 980.6199 gals.).
 HV3348
 HV3348.The modeled gravity was interpolated from observed gravity values.
 HV3348
 HV3348;                    North         East    Units  Estimated Accuracy
 HV3348;SPC VA N     - 2,057,080.    3,545,760.      MT  (+/- 180 meters Scaled)
 HV3348
 HV3348                          SUPERSEDED SURVEY CONTROL
 HV3348
 HV3348  NGVD 29 (??/??/??)  118.592  (m)          389.08   (f) ADJUSTED    2 0
 HV3348
 HV3348.Superseded values are not recommended for survey control.
 HV3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3348.See file dsdata.txt to determine how the superseded data were derived.
 HV3348
 HV3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH391299(NAD 83)
 HV3348_MARKER: DB = BENCH MARK DISK
 HV3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3348_STAMPING: C 114 1935
 HV3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3348+STABILITY: SURFACE MOTION
 HV3348
 HV3348  HISTORY     - Date     Condition        Report By
 HV3348  HISTORY     - 1935     MONUMENTED       CGS
 HV3348  HISTORY     - 1962     GOOD             CGS
 HV3348  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HV3348  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HV3348
 HV3348                          STATION DESCRIPTION
 HV3348
 HV3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3348'1.5 MI S FROM LAHORE.
 HV3348'1.5 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE SCHOOL AT LAHORE,
 HV3348'ORANGE COUNTY, ABOUT 0.3 MILE SOUTH OF A HOUSE, 34 FEET WEST OF
 HV3348'THE CNTER OF A PRIVATE-ROAD ENTRANCE TO THE TIMBER, 24 FEET
 HV3348'EAST OF THE CENTER LINE OF THE ROAD, AND IN LINE WITH A ROW OF
 HV3348'POLES.  A STANDARD DISK, STAMPED C 114 1935 AND SET IN THE TOP
 HV3348'OF A CONCRETE POST.
 HV3348
 HV3348                          STATION RECOVERY (1998)
 HV3348
 HV3348'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3348'MARK NOT FOUND.
 HV3348
 HV3348                          STATION RECOVERY (2003)
 HV3348
 HV3348'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2580 ***********************************************************************
 HV2580  DESIGNATION -  C 115
 HV2580  PID         -  HV2580
 HV2580  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2580  USGS QUAD   -  OCCOQUAN (1994)
 HV2580
 HV2580                         *CURRENT SURVEY CONTROL
 HV2580  ___________________________________________________________________
 HV2580* NAD 83(1986)-  38 42 05.     (N)    077 21 21.     (W)     SCALED    
 HV2580* NAVD 88     -       100.107  (meters)     328.43   (feet)  ADJUSTED  
 HV2580  ___________________________________________________________________
 HV2580  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV2580  DYNAMIC HT  -         100.050 (meters)     328.25  (feet)  COMP
 HV2580  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 HV2580
 HV2580  VERT ORDER  -  SECOND    CLASS 0
 HV2580
 HV2580.The horizontal coordinates were scaled from a topographic map and have
 HV2580.an estimated accuracy of +/- 6 seconds.
 HV2580
 HV2580.The orthometric height was determined by differential leveling
 HV2580.and adjusted by the National Geodetic Survey in June 1991..
 HV2580
 HV2580.The geoid height was determined by GEOID03.
 HV2580
 HV2580.The dynamic height is computed by dividing the NAVD 88
 HV2580.geopotential number by the normal gravity value computed on the
 HV2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2580.degrees latitude (g = 980.6199 gals.).
 HV2580
 HV2580.The modeled gravity was interpolated from observed gravity values.
 HV2580
 HV2580;                    North         East    Units  Estimated Accuracy
 HV2580;SPC VA N     - 2,115,470.    3,599,520.      MT  (+/- 180 meters Scaled)
 HV2580
 HV2580                          SUPERSEDED SURVEY CONTROL
 HV2580
 HV2580  NGVD 29 (??/??/??)  100.354  (m)          329.24   (f) ADJUSTED    2 0
 HV2580
 HV2580.Superseded values are not recommended for survey control.
 HV2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2580.See file dsdata.txt to determine how the superseded data were derived.
 HV2580
 HV2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH951862(NAD 83)
 HV2580_MARKER: DB = BENCH MARK DISK
 HV2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2580_STAMPING: C 115 1935
 HV2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2580+STABILITY: SURFACE MOTION
 HV2580
 HV2580  HISTORY     - Date     Condition        Report By
 HV2580  HISTORY     - 1935     MONUMENTED       CGS
 HV2580  HISTORY     - 1943     GOOD             USGS
 HV2580
 HV2580                          STATION DESCRIPTION
 HV2580
 HV2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2580'1.6 MI N FROM HOADLY.
 HV2580'1.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY 610 FROM HOADLY,
 HV2580'PRINCE WILLIAM COUNTY, ON HIGH FLAT GROUND, AT THE JUNCTION OF
 HV2580'A DIRT ROAD LEADING EAST, 20 FEET EAST OF THE CENTER LINE OF
 HV2580'THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 HV2580'IN HEAVY TIMBER.  A STANDARD DISK, STAMPED C 115 1935 AND SET
 HV2580'IN THE TOP OF A CONCRETE POST.
 HV2580
 HV2580                          STATION RECOVERY (1943)
 HV2580
 HV2580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 HV2580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2628 ***********************************************************************
 HV2628  DESIGNATION -  C 116
 HV2628  PID         -  HV2628
 HV2628  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2628  USGS QUAD   -  JOPLIN (1971)
 HV2628
 HV2628                         *CURRENT SURVEY CONTROL
 HV2628  ___________________________________________________________________
 HV2628* NAD 83(1986)-  38 37 21.     (N)    077 24 02.     (W)     SCALED    
 HV2628* NAVD 88     -       101.690  (meters)     333.63   (feet)  ADJUSTED  
 HV2628  ___________________________________________________________________
 HV2628  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV2628  DYNAMIC HT  -         101.630 (meters)     333.43  (feet)  COMP
 HV2628  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 HV2628
 HV2628  VERT ORDER  -  SECOND    CLASS 0
 HV2628
 HV2628.The horizontal coordinates were scaled from a topographic map and have
 HV2628.an estimated accuracy of +/- 6 seconds.
 HV2628
 HV2628.The orthometric height was determined by differential leveling
 HV2628.and adjusted by the National Geodetic Survey in June 1991..
 HV2628
 HV2628.The geoid height was determined by GEOID03.
 HV2628
 HV2628.The dynamic height is computed by dividing the NAVD 88
 HV2628.geopotential number by the normal gravity value computed on the
 HV2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2628.degrees latitude (g = 980.6199 gals.).
 HV2628
 HV2628.The modeled gravity was interpolated from observed gravity values.
 HV2628
 HV2628;                    North         East    Units  Estimated Accuracy
 HV2628;SPC VA N     - 2,106,670.    3,595,740.      MT  (+/- 180 meters Scaled)
 HV2628
 HV2628                          SUPERSEDED SURVEY CONTROL
 HV2628
 HV2628  NGVD 29 (??/??/??)  101.930  (m)          334.42   (f) ADJUSTED    2 0
 HV2628
 HV2628.Superseded values are not recommended for survey control.
 HV2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2628.See file dsdata.txt to determine how the superseded data were derived.
 HV2628
 HV2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH910776(NAD 83)
 HV2628_MARKER: DB = BENCH MARK DISK
 HV2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2628_STAMPING: C 116 1935
 HV2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2628+STABILITY: SURFACE MOTION
 HV2628
 HV2628  HISTORY     - Date     Condition        Report By
 HV2628  HISTORY     - 1935     MONUMENTED       CGS
 HV2628  HISTORY     - 1954     GOOD             CGS
 HV2628
 HV2628                          STATION DESCRIPTION
 HV2628
 HV2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2628'2.3 MI SE FROM INDEPENDENT HILL.
 HV2628'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 234 FROM INDEPENDENT
 HV2628'HILL, PRINCE WILLIAM COUNTY, THENCE 450 FEET NORTHWEST ALONG THE
 HV2628'OLD HIGHWAY, AT A WOODED AREA, 38 FEET NORTH OF THE CENTER LINE
 HV2628'OF THE OLD HIGHWAY, JUST SOUTH OF AN OLD LUMBER ROAD LEADING
 HV2628'NORTHEAST, 24 FEET EAST OF THE J.T. TAPSCOTT MAIL BOX, AND NORTH
 HV2628'OF THE HOUSE.  A STANDARD DISK, STAMPED C 116 1935 AND SET IN
 HV2628'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 HV2628
 HV2628                          STATION RECOVERY (1954)
 HV2628
 HV2628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HV2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3937 ***********************************************************************
 HV3937  DESIGNATION -  C 117
 HV3937  PID         -  HV3937
 HV3937  STATE/COUNTY-  VA/FAUQUIER
 HV3937  USGS QUAD   -  MIDLAND (1983)
 HV3937
 HV3937                         *CURRENT SURVEY CONTROL
 HV3937  ___________________________________________________________________
 HV3937* NAD 83(1986)-  38 33 38.     (N)    077 44 27.     (W)     SCALED    
 HV3937* NAVD 88     -        92.131  (meters)     302.27   (feet)  ADJUSTED  
 HV3937  ___________________________________________________________________
 HV3937  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3937  DYNAMIC HT  -          92.076 (meters)     302.09  (feet)  COMP
 HV3937  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 HV3937
 HV3937  VERT ORDER  -  SECOND    CLASS 0
 HV3937
 HV3937.The horizontal coordinates were scaled from a topographic map and have
 HV3937.an estimated accuracy of +/- 6 seconds.
 HV3937
 HV3937.The orthometric height was determined by differential leveling
 HV3937.and adjusted by the National Geodetic Survey in June 1991..
 HV3937.WARNING-Repeat measurements at this control monument indicate possible
 HV3937.vertical movement.
 HV3937
 HV3937.The geoid height was determined by GEOID03.
 HV3937
 HV3937.The dynamic height is computed by dividing the NAVD 88
 HV3937.geopotential number by the normal gravity value computed on the
 HV3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3937.degrees latitude (g = 980.6199 gals.).
 HV3937
 HV3937.The modeled gravity was interpolated from observed gravity values.
 HV3937
 HV3937;                    North         East    Units  Estimated Accuracy
 HV3937;SPC VA N     - 2,099,490.    3,566,170.      MT  (+/- 180 meters Scaled)
 HV3937
 HV3937                          SUPERSEDED SURVEY CONTROL
 HV3937
 HV3937  NGVD 29 (??/??/??)   92.365  (m)          303.03   (f) ADJUSTED    2 0
 HV3937
 HV3937.Superseded values are not recommended for survey control.
 HV3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3937.See file dsdata.txt to determine how the superseded data were derived.
 HV3937
 HV3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH611715(NAD 83)
 HV3937_MARKER: DB = BENCH MARK DISK
 HV3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3937_STAMPING: C 117 1935
 HV3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3937+STABILITY: SURFACE MOTION
 HV3937
 HV3937  HISTORY     - Date     Condition        Report By
 HV3937  HISTORY     - 1935     MONUMENTED       CGS
 HV3937  HISTORY     - 1941     GOOD             CGS
 HV3937
 HV3937                          STATION DESCRIPTION
 HV3937
 HV3937'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3937'1.5 MI SE FROM BEALETON.
 HV3937'ALONG STATE HIGHWAY 17, AT THE NORTHWEST END OF A SHORE
 HV3937'STRAIGHT PIECE OF ROAD, 139 FEET SOUTHEAST OF THE CORNER OF A
 HV3937'T FENCE TO THE EAST, 67.7 FEET NORTH OF A TELEPHONE POLE, 22.8
 HV3937'FEET NORTHEAST OF THE CENTER OF THE ROAD, 2.0 FEET SOUTHWEST
 HV3937'OF THE FENCE LINE.  A STANDARD DISK SET IN THE TOP OF A
 HV3937'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5395 ***********************************************************************
 DF5395  DESIGNATION -  C 117 RESET
 DF5395  PID         -  DF5395
 DF5395  STATE/COUNTY-  VA/FAUQUIER
 DF5395  USGS QUAD   -  MIDLAND (1983)
 DF5395
 DF5395                         *CURRENT SURVEY CONTROL
 DF5395  ___________________________________________________________________
 DF5395* NAD 83(1986)-  38 33 38.     (N)    077 44 27.     (W)     SCALED    
 DF5395* NAVD 88     -        92.25   (meters)     302.7    (feet)  RESET     
 DF5395  ___________________________________________________________________
 DF5395  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DF5395
 DF5395  VERT ORDER  -  THIRD
 DF5395
 DF5395.The horizontal coordinates were scaled from a topographic map and have
 DF5395.an estimated accuracy of +/- 6 seconds.
 DF5395
 DF5395.The orthometric height was computed from unverified reset data.
 DF5395.No vertical observational check was made to the station.
 DF5395
 DF5395.The geoid height was determined by GEOID03.
 DF5395
 DF5395;                    North         East    Units  Estimated Accuracy
 DF5395;SPC VA N     - 2,099,490.    3,566,170.      MT  (+/- 180 meters Scaled)
 DF5395
 DF5395                          SUPERSEDED SURVEY CONTROL
 DF5395
 DF5395.No superseded survey control is available for this station.
 DF5395
 DF5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH611715(NAD 83)
 DF5395_MARKER: DB = BENCH MARK DISK
 DF5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5395_STAMPING: C 117 RESET 1952
 DF5395_MARK LOGO: CGS   
 DF5395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5395+STABILITY: SURFACE MOTION
 DF5395
 DF5395  HISTORY     - Date     Condition        Report By
 DF5395  HISTORY     - 1952     MONUMENTED       CGS
 DF5395
 DF5395                          STATION DESCRIPTION
 DF5395
 DF5395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WWH)
 DF5395'1.5 MILES SOUTHEAST ALONG ST HIGHWAY 17 FROM THE SOUTHERN RAILWAY
 DF5395'OVERPASS IN BEALETON, ABOUT 200 YARDS WEST OF A TWO STORY HOUSE, ABOUT
 DF5395'130 FT (39.6 M) SE OF THE CORNER OF A FENCE LEADING EAST, 108 FEET
 DF5395'(32.9 M) NORTH OF A TELEPHONE POLE, 51 FT (15.5 M) NORTHEAST OF THE
 DF5395'CENTER LINE OF THE HWY 29.7 FT (9.1 M) SOUTHWEST OF AND IN FRONT OF A
 DF5395'ONE STORY CINDER BLOCK STORE OF WALTER HODGSON, SET IN THE TOP OF THE
 DF5395'SE END OF THE CITIES SERVICE CONCRETE BASE OF THE GASOLINE FUEL PUMPS.
 DF5395'6 IN ABOUT THE LEVEL OF THE DRIVEWAY A DISK DRILLED IN TOP OF CONCRETE
 DF5395'BASE OF FUEL PUMPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3938 ***********************************************************************
 HV3938  DESIGNATION -  C 117 RESET 1962
 HV3938  PID         -  HV3938
 HV3938  STATE/COUNTY-  VA/FAUQUIER
 HV3938  USGS QUAD   -  MIDLAND (1983)
 HV3938
 HV3938                         *CURRENT SURVEY CONTROL
 HV3938  ___________________________________________________________________
 HV3938* NAD 83(1986)-  38 33 38.     (N)    077 44 27.     (W)     SCALED    
 HV3938* NAVD 88     -        92.50   (+/-2cm)     303.5    (feet)  VERTCON   
 HV3938  ___________________________________________________________________
 HV3938  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3938
 HV3938  VERT ORDER  -  THIRD (See Below)
 HV3938
 HV3938.The horizontal coordinates were scaled from a topographic map and have
 HV3938.an estimated accuracy of +/- 6 seconds.
 HV3938
 HV3938.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3938.The vertical order pertains to the NGVD 29 superseded value.
 HV3938
 HV3938.The geoid height was determined by GEOID03.
 HV3938
 HV3938;                    North         East    Units  Estimated Accuracy
 HV3938;SPC VA N     - 2,099,490.    3,566,170.      MT  (+/- 180 meters Scaled)
 HV3938
 HV3938                          SUPERSEDED SURVEY CONTROL
 HV3938
 HV3938  NGVD 29 (??/??/??)   92.74   (m)          304.3    (f) RESET       3  
 HV3938
 HV3938.Superseded values are not recommended for survey control.
 HV3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3938.See file dsdata.txt to determine how the superseded data were derived.
 HV3938
 HV3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH611715(NAD 83)
 HV3938_MARKER: DB = BENCH MARK DISK
 HV3938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3938_SP_SET: PORCH APRON
 HV3938_STAMPING: C 117 RESET 1962
 HV3938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3938
 HV3938  HISTORY     - Date     Condition        Report By
 HV3938  HISTORY     - 1962     MONUMENTED       CGS
 HV3938
 HV3938                          STATION DESCRIPTION
 HV3938
 HV3938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3938'1.5 MI SE FROM BEALETON.
 HV3938'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE
 HV3938'SOUTHERN RAILWAY OVERPASS AT BEALETON, SET IN THE TOP OF THE
 HV3938'SE CORNER OF THE CONCRETE PORCH APRON OF THE WALTER HODGSON
 HV3938'STORE, 93 FEET N OF CENTERLINE OF THE NEW HIGHWAY, 1 1/2 FEET
 HV3938'N OF S EDGE OF PORCH, AND ABOUT 1/4 FOOT W OF THE E EDGE OF THE
 HV3938'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3308 ***********************************************************************
 HV3308  DESIGNATION -  C 119
 HV3308  PID         -  HV3308
 HV3308  STATE/COUNTY-  VA/STAFFORD
 HV3308  USGS QUAD   -  RICHARDSVILLE (1978)
 HV3308
 HV3308                         *CURRENT SURVEY CONTROL
 HV3308  ___________________________________________________________________
 HV3308* NAD 83(1986)-  38 27 09.     (N)    077 38 16.     (W)     SCALED    
 HV3308* NAVD 88     -        99.283  (meters)     325.73   (feet)  ADJUSTED  
 HV3308  ___________________________________________________________________
 HV3308  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV3308  DYNAMIC HT  -          99.223 (meters)     325.53  (feet)  COMP
 HV3308  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV3308
 HV3308  VERT ORDER  -  SECOND    CLASS 0
 HV3308
 HV3308.The horizontal coordinates were scaled from a topographic map and have
 HV3308.an estimated accuracy of +/- 6 seconds.
 HV3308
 HV3308.The orthometric height was determined by differential leveling
 HV3308.and adjusted by the National Geodetic Survey in June 1991..
 HV3308
 HV3308.The geoid height was determined by GEOID03.
 HV3308
 HV3308.The dynamic height is computed by dividing the NAVD 88
 HV3308.geopotential number by the normal gravity value computed on the
 HV3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3308.degrees latitude (g = 980.6199 gals.).
 HV3308
 HV3308.The modeled gravity was interpolated from observed gravity values.
 HV3308
 HV3308;                    North         East    Units  Estimated Accuracy
 HV3308;SPC VA N     - 2,087,580.    3,575,260.      MT  (+/- 180 meters Scaled)
 HV3308
 HV3308                          SUPERSEDED SURVEY CONTROL
 HV3308
 HV3308  NGVD 29 (??/??/??)   99.530  (m)          326.54   (f) ADJUSTED    2 0
 HV3308
 HV3308.Superseded values are not recommended for survey control.
 HV3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3308.See file dsdata.txt to determine how the superseded data were derived.
 HV3308
 HV3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH698593(NAD 83)
 HV3308_MARKER: DB = BENCH MARK DISK
 HV3308_SETTING: 80 = SET IN A BOULDER
 HV3308_SP_SET: BOULDER
 HV3308_STAMPING: C 119 1935
 HV3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3308+STABILITY: SURFACE MOTION
 HV3308
 HV3308  HISTORY     - Date     Condition        Report By
 HV3308  HISTORY     - 1935     MONUMENTED       CGS
 HV3308  HISTORY     - 1961     GOOD             CGS
 HV3308  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3308
 HV3308                          STATION DESCRIPTION
 HV3308
 HV3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3308'1 MI NE FROM GOLDVEIN.
 HV3308'1.0 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 615 FROM
 HV3308'GOLDVEIN, FAUQUIER COUNTY, 10 RODS SOUTH OF THE ENTRANCE TO A
 HV3308'HOUSE, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 HV3308'TOP OF A LARGE BOULDER SUPPORTING A LONE PINE TREE, AND ABOUT
 HV3308'3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 119 1935.
 HV3308
 HV3308                          STATION RECOVERY (1996)
 HV3308
 HV3308'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1621 ***********************************************************************
 HV1621  DESIGNATION -  C 12 RESET 1937
 HV1621  PID         -  HV1621
 HV1621  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1621  USGS QUAD   -  ALEXANDRIA (1994)
 HV1621
 HV1621                         *CURRENT SURVEY CONTROL
 HV1621  ___________________________________________________________________
 HV1621* NAD 83(1986)-  38 49 15.     (N)    077 03 05.     (W)     SCALED    
 HV1621* NAVD 88     -        11.835  (meters)      38.83   (feet)  ADJUSTED  
 HV1621  ___________________________________________________________________
 HV1621  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1621  DYNAMIC HT  -          11.829 (meters)      38.81  (feet)  COMP
 HV1621  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 HV1621
 HV1621  VERT ORDER  -  FIRST     CLASS I
 HV1621
 HV1621.The horizontal coordinates were scaled from a topographic map and have
 HV1621.an estimated accuracy of +/- 6 seconds.
 HV1621
 HV1621.The orthometric height was determined by differential leveling
 HV1621.and adjusted by the National Geodetic Survey in June 1991..
 HV1621
 HV1621.The geoid height was determined by GEOID03.
 HV1621
 HV1621.The dynamic height is computed by dividing the NAVD 88
 HV1621.geopotential number by the normal gravity value computed on the
 HV1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1621.degrees latitude (g = 980.6199 gals.).
 HV1621
 HV1621.The modeled gravity was interpolated from observed gravity values.
 HV1621
 HV1621;                    North         East    Units  Estimated Accuracy
 HV1621;SPC VA N     - 2,129,110.    3,625,790.      MT  (+/- 180 meters Scaled)
 HV1621
 HV1621                          SUPERSEDED SURVEY CONTROL
 HV1621
 HV1621  NGVD 29 (??/??/??)   12.073  (m)           39.61   (f) ADJUSTED    1 1
 HV1621
 HV1621.Superseded values are not recommended for survey control.
 HV1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1621.See file dsdata.txt to determine how the superseded data were derived.
 HV1621
 HV1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH219988(NAD 83)
 HV1621_MARKER: DB = BENCH MARK DISK
 HV1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1621_SP_SET: FOUNDATION
 HV1621_STAMPING: C 12 RESET 1937
 HV1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1621
 HV1621  HISTORY     - Date     Condition        Report By
 HV1621  HISTORY     - 1937     MONUMENTED       CGS
 HV1621  HISTORY     - 1971     GOOD             NGS
 HV1621  HISTORY     - 1978     GOOD             DMA
 HV1621  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1621
 HV1621                          STATION DESCRIPTION
 HV1621
 HV1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1621'AT ALEXANDRIA.
 HV1621'AT ALEXANDRIA, ABOUT 1.1 MILES NORTHEAST ALONG THE RICHMOND,
 HV1621'FREDERICKSBURG AND POTOMAC RAILROAD FROM THE STATION, AT THE
 HV1621'RAILROAD UNDERPASS FOR U.S. HIGHWAY 1, NEAR THE SOUTH END AND OF
 HV1621'THE EXTREME WEST SIDE OF THE RAILROAD YARDS, 23 FEET EAST OF THE
 HV1621'EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE CONCRETE
 HV1621'FOUNDATION FOR THE FIRST ROW OF CONCRETE PILLARS EAST OF THE WEST
 HV1621'END OF THE OVERPASS, 4.3 FEET NORTH OF THE MOST SOUTHERLY OF FOUR
 HV1621'CONCRETE PILLARS ON THE FOUNDATION, ABOUT 4 FEET ABOVE THE LEVEL
 HV1621'OF THE GROUND ON THE EAST SIDE OF THE FOUNDATION, AND ABOUT 2 1/2
 HV1621'FEET ABOVE THE LEVEL OF THE TRACKS.  NOTE-- THIS MARK IS ALSO
 HV1621'0.4 MILE WEST OF THE MT. VERNONE MEMORIAL HIGHWAY AND BENCH MARK
 HV1621'E 465.
 HV1621
 HV1621                          STATION RECOVERY (1978)
 HV1621
 HV1621'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1621'RECOVERED IN GOOD CONDITION.
 HV1621
 HV1621                          STATION RECOVERY (1996)
 HV1621
 HV1621'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0420 ***********************************************************************
 HW0420  DESIGNATION -  C 12 USGS
 HW0420  PID         -  HW0420
 HW0420  STATE/COUNTY-  VA/ORANGE
 HW0420  USGS QUAD   -  ORANGE (1994)
 HW0420
 HW0420                         *CURRENT SURVEY CONTROL
 HW0420  ___________________________________________________________________
 HW0420* NAD 83(1986)-  38 14 33.     (N)    078 03 35.     (W)     SCALED    
 HW0420* NAVD 88     -       133.917  (meters)     439.36   (feet)  POSTED    
 HW0420  ___________________________________________________________________
 HW0420  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HW0420  DYNAMIC HT  -         133.830 (meters)     439.07  (feet)  COMP
 HW0420  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 HW0420
 HW0420  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HW0420
 HW0420.The horizontal coordinates were scaled from a topographic map and have
 HW0420.an estimated accuracy of +/- 6 seconds.
 HW0420
 HW0420.The orthometric height was determined by differential leveling
 HW0420.and adjusted by the National Geodetic Survey in 1992..
 HW0420.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HW0420.rate of 3.1 thru 4.0 mm/km.
 HW0420
 HW0420.The geoid height was determined by GEOID03.
 HW0420
 HW0420.The dynamic height is computed by dividing the NAVD 88
 HW0420.geopotential number by the normal gravity value computed on the
 HW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0420.degrees latitude (g = 980.6199 gals.).
 HW0420
 HW0420.The modeled gravity was interpolated from observed gravity values.
 HW0420
 HW0420;                    North         East    Units  Estimated Accuracy
 HW0420;SPC VA N     - 2,064,010.    3,538,540.      MT  (+/- 180 meters Scaled)
 HW0420
 HW0420                          SUPERSEDED SURVEY CONTROL
 HW0420
 HW0420  NGVD 29 (??/??/92)  134.168  (m)          440.18   (f) ADJ UNCH    2 0
 HW0420
 HW0420.Superseded values are not recommended for survey control.
 HW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0420.See file dsdata.txt to determine how the superseded data were derived.
 HW0420
 HW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC573368(NAD 83)
 HW0420_MARKER: DD = SURVEY DISK
 HW0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0420_STAMPING: C 12 1926
 HW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0420+STABILITY: SURFACE MOTION
 HW0420
 HW0420  HISTORY     - Date     Condition        Report By
 HW0420  HISTORY     - 1926     MONUMENTED       USGS
 HW0420  HISTORY     - 1935     GOOD             NGS
 HW0420  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0420  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0420  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0420
 HW0420                          STATION DESCRIPTION
 HW0420
 HW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0420'3.1 MI E FROM ORANGE.
 HW0420'ABOUT 3.1 MILES EAST ALONG THE VIRGINIA CENTRAL RAILWAY FROM ORANGE,
 HW0420'ORANGE COUNTY, 90 FEET EAST OF THE STATION SIGN AT TAYLOR, ABOUT
 HW0420'105 FEET EAST OF MILEPOST 35, ABOUT 150 FEET NORTH OF STATE
 HW0420'HIGHWAY 20, 35 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 HW0420'AND AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 HW0420'STANDARD DISK, STAMPED C 12 1926 AND SET IN THE TOP OF A
 HW0420'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 HW0420
 HW0420                          STATION RECOVERY (1984)
 HW0420
 HW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0420'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 HW0420'THE VIRGINIA CENTRAL RAILWAY TRACKS HAVE BEEN RAZED IN THIS AREA AND
 HW0420'LOCATION IS NOW A PASTURE.
 HW0420
 HW0420                          STATION RECOVERY (1998)
 HW0420
 HW0420'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0420'MARK NOT FOUND.
 HW0420
 HW0420                          STATION RECOVERY (2003)
 HW0420
 HW0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2993 ***********************************************************************
 HV2993  DESIGNATION -  C 13
 HV2993  PID         -  HV2993
 HV2993  STATE/COUNTY-  VA/CAROLINE
 HV2993  USGS QUAD   -  BOWLING GREEN (1994)
 HV2993
 HV2993                         *CURRENT SURVEY CONTROL
 HV2993  ___________________________________________________________________
 HV2993* NAD 83(1986)-  38 01 21.     (N)    077 22 27.     (W)     SCALED    
 HV2993* NAVD 88     -        30.898  (meters)     101.37   (feet)  ADJUSTED  
 HV2993  ___________________________________________________________________
 HV2993  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HV2993  DYNAMIC HT  -          30.879 (meters)     101.31  (feet)  COMP
 HV2993  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 HV2993
 HV2993  VERT ORDER  -  FIRST     CLASS II
 HV2993
 HV2993.The horizontal coordinates were scaled from a topographic map and have
 HV2993.an estimated accuracy of +/- 6 seconds.
 HV2993
 HV2993.The orthometric height was determined by differential leveling
 HV2993.and adjusted by the National Geodetic Survey in June 1991..
 HV2993
 HV2993.The geoid height was determined by GEOID03.
 HV2993
 HV2993.The dynamic height is computed by dividing the NAVD 88
 HV2993.geopotential number by the normal gravity value computed on the
 HV2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2993.degrees latitude (g = 980.6199 gals.).
 HV2993
 HV2993.The modeled gravity was interpolated from observed gravity values.
 HV2993
 HV2993;                    North         East    Units  Estimated Accuracy
 HV2993;SPC VA N     - 2,040,100.    3,598,850.      MT  (+/- 180 meters Scaled)
 HV2993
 HV2993                          SUPERSEDED SURVEY CONTROL
 HV2993
 HV2993  NGVD 29 (??/??/??)   31.181  (m)          102.30   (f) ADJUSTED    1 2
 HV2993
 HV2993.Superseded values are not recommended for survey control.
 HV2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2993.See file dsdata.txt to determine how the superseded data were derived.
 HV2993
 HV2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH916109(NAD 83)
 HV2993_MARKER: DB = BENCH MARK DISK
 HV2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2993_STAMPING: 102.300 C 13 1927
 HV2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2993+STABILITY: SURFACE MOTION
 HV2993
 HV2993  HISTORY     - Date     Condition        Report By
 HV2993  HISTORY     - 1927     MONUMENTED       CGS
 HV2993  HISTORY     - 1941     GOOD             CGS
 HV2993  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV2993  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV2993
 HV2993                          STATION DESCRIPTION
 HV2993
 HV2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2993'AT MILFORD.
 HV2993'AT MILFORD, CAROLINE COUNTY, ON THE RICHMOND, FREDERICKSBURG
 HV2993'AND POTOMAC RAILROAD, 98.5 FEET WEST OF THE WEST CORNER OF THE
 HV2993'STATION, AT THE CROSSING OF STATE HIGHWAY 207, 35 FEET NORTHWEST
 HV2993'OF THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF THE
 HV2993'SOUTHWEST RAIL OF THE SOUTH-BOUND TRACK, 22.5 FEET NORTH OF
 HV2993'THE FIRST POLE NORTHWEST OF THE CROSSING, 42.6 FEET SOUTH OF
 HV2993'A MAIL CRANE, AND 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 HV2993'POST.  A STANDARD DISK, STAMPED 102.300 C 13 1927 AND SET
 HV2993'IN THE TOP OF A CONCRETE POST.
 HV2993
 HV2993                          STATION RECOVERY (1999)
 HV2993
 HV2993'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV2993'MARK NOT FOUND.
 HV2993
 HV2993                          STATION RECOVERY (2002)
 HV2993
 HV2993'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 HV2993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0422 ***********************************************************************
 HW0422  DESIGNATION -  C 13 USGS
 HW0422  PID         -  HW0422
 HW0422  STATE/COUNTY-  VA/ORANGE
 HW0422  USGS QUAD   -  ORANGE (1994)
 HW0422
 HW0422                         *CURRENT SURVEY CONTROL
 HW0422  ___________________________________________________________________
 HW0422* NAD 83(1986)-  38 14 24.     (N)    078 06 37.     (W)     SCALED    
 HW0422* NAVD 88     -       156.155  (meters)     512.32   (feet)  ADJUSTED  
 HW0422  ___________________________________________________________________
 HW0422  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HW0422  DYNAMIC HT  -         156.054 (meters)     511.99  (feet)  COMP
 HW0422  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HW0422
 HW0422  VERT ORDER  -  SECOND    CLASS 0
 HW0422
 HW0422.The horizontal coordinates were scaled from a topographic map and have
 HW0422.an estimated accuracy of +/- 6 seconds.
 HW0422
 HW0422.The orthometric height was determined by differential leveling
 HW0422.and adjusted by the National Geodetic Survey in June 1991..
 HW0422
 HW0422.The geoid height was determined by GEOID03.
 HW0422
 HW0422.The dynamic height is computed by dividing the NAVD 88
 HW0422.geopotential number by the normal gravity value computed on the
 HW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0422.degrees latitude (g = 980.6199 gals.).
 HW0422
 HW0422.The modeled gravity was interpolated from observed gravity values.
 HW0422
 HW0422;                    North         East    Units  Estimated Accuracy
 HW0422;SPC VA N     - 2,063,710.    3,534,120.      MT  (+/- 180 meters Scaled)
 HW0422
 HW0422                          SUPERSEDED SURVEY CONTROL
 HW0422
 HW0422  NGVD 29 (??/??/92)  156.384  (m)          513.07   (f) ADJ UNCH    2 0
 HW0422
 HW0422.Superseded values are not recommended for survey control.
 HW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0422.See file dsdata.txt to determine how the superseded data were derived.
 HW0422
 HW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC529363(NAD 83)
 HW0422_MARKER: DB = BENCH MARK DISK
 HW0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0422_STAMPING: C 13 1926
 HW0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0422+STABILITY: SURFACE MOTION
 HW0422
 HW0422  HISTORY     - Date     Condition        Report By
 HW0422  HISTORY     - 1926     MONUMENTED       USGS
 HW0422  HISTORY     - 1935     GOOD             NGS
 HW0422  HISTORY     - 1938     GOOD             NGS
 HW0422  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0422  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0422  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0422
 HW0422                          STATION DESCRIPTION
 HW0422
 HW0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0422'AT ORANGE.
 HW0422'AT ORANGE, ORANGE COUNTY, ON THE VIRGINIA CENTRAL RAILWAY, ABOUT
 HW0422'1,600 FEET EAST OF THE SOUTHERN RAILWAY STATION, 55 FEET FROM
 HW0422'THE OLD V.C. RY. FREIGHT STATION, ABOUT 100 FEET WEST OF THE
 HW0422'CROSSING OF STATE HIGHWAY 20, 30 FEET NORTH OF THE TRACK, AND 30
 HW0422'FEET SOUTH OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HW0422'STANDARD DISK, STAMPED C 13 1926 AND SET IN THE TOP OF A CONCRETE
 HW0422'POST.
 HW0422
 HW0422                          STATION RECOVERY (1938)
 HW0422
 HW0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 HW0422'RECOVERED IN GOOD CONDITION.
 HW0422
 HW0422                          STATION RECOVERY (1984)
 HW0422
 HW0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0422'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
 HW0422
 HW0422                          STATION RECOVERY (1998)
 HW0422
 HW0422'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0422'MARK NOT FOUND.
 HW0422
 HW0422                          STATION RECOVERY (2003)
 HW0422
 HW0422'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1680 ***********************************************************************
 HW1680  DESIGNATION -  C 133
 HW1680  PID         -  HW1680
 HW1680  STATE/COUNTY-  VA/AUGUSTA
 HW1680  USGS QUAD   -  REDDISH KNOB (1984)
 HW1680
 HW1680                         *CURRENT SURVEY CONTROL
 HW1680  ___________________________________________________________________
 HW1680* NAD 83(1986)-  38 24 59.     (N)    079 08 37.     (W)     SCALED    
 HW1680* NAVD 88     -       595.303  (meters)    1953.09   (feet)  ADJUSTED  
 HW1680  ___________________________________________________________________
 HW1680  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HW1680  DYNAMIC HT  -         594.846 (meters)    1951.59  (feet)  COMP
 HW1680  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 HW1680
 HW1680  VERT ORDER  -  SECOND    CLASS 0
 HW1680
 HW1680.The horizontal coordinates were scaled from a topographic map and have
 HW1680.an estimated accuracy of +/- 6 seconds.
 HW1680
 HW1680.The orthometric height was determined by differential leveling
 HW1680.and adjusted by the National Geodetic Survey in June 1991..
 HW1680
 HW1680.The geoid height was determined by GEOID03.
 HW1680
 HW1680.The dynamic height is computed by dividing the NAVD 88
 HW1680.geopotential number by the normal gravity value computed on the
 HW1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1680.degrees latitude (g = 980.6199 gals.).
 HW1680
 HW1680.The modeled gravity was interpolated from observed gravity values.
 HW1680
 HW1680;                    North         East    Units  Estimated Accuracy
 HW1680;SPC VA N     - 2,083,420.    3,443,790.      MT  (+/- 180 meters Scaled)
 HW1680
 HW1680                          SUPERSEDED SURVEY CONTROL
 HW1680
 HW1680  NGVD 29 (??/??/92)  595.410  (m)         1953.44   (f) ADJ UNCH    2 0
 HW1680
 HW1680.Superseded values are not recommended for survey control.
 HW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1680.See file dsdata.txt to determine how the superseded data were derived.
 HW1680
 HW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC620536(NAD 83)
 HW1680_MARKER: DB = BENCH MARK DISK
 HW1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1680_STAMPING: C 133 1935
 HW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1680+STABILITY: SURFACE MOTION
 HW1680
 HW1680  HISTORY     - Date     Condition        Report By
 HW1680  HISTORY     - 1935     MONUMENTED       CGS
 HW1680
 HW1680                          STATION DESCRIPTION
 HW1680
 HW1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1680'1 MI NW FROM STOKESVILLE.
 HW1680'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1680'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1680'COUNTY, THENCE 3.8 MILES NORTH ALONG A ROAD (FOREST ROAD 101),
 HW1680'AT THE JUNCTION OF A TRAIL LEADING NORTHWEST TO REDDISH KNOB,
 HW1680'25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 25 FEET
 HW1680'NORTHEAST OF THE TRAIL.  A STANDARD DISK, STAMPED C 133 1935
 HW1680'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1074 ***********************************************************************
 HW1074  DESIGNATION -  C 135
 HW1074  PID         -  HW1074
 HW1074  STATE/COUNTY-  VA/ROCKINGHAM
 HW1074  USGS QUAD   -  ELKTON EAST (1987)
 HW1074
 HW1074                         *CURRENT SURVEY CONTROL
 HW1074  ___________________________________________________________________
 HW1074* NAD 83(1986)-  38 25 35.     (N)    078 32 38.     (W)     SCALED    
 HW1074* NAVD 88     -       375.50   (+/-2cm)    1232.0    (feet)  VERTCON   
 HW1074  ___________________________________________________________________
 HW1074  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HW1074  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 HW1074
 HW1074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW1074
 HW1074.The horizontal coordinates were scaled from a topographic map and have
 HW1074.an estimated accuracy of +/- 6 seconds.
 HW1074
 HW1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1074.The vertical order pertains to the NGVD 29 superseded value.
 HW1074
 HW1074.The geoid height was determined by GEOID03.
 HW1074
 HW1074.The modeled gravity was interpolated from observed gravity values.
 HW1074
 HW1074;                    North         East    Units  Estimated Accuracy
 HW1074;SPC VA N     - 2,084,330.    3,496,170.      MT  (+/- 180 meters Scaled)
 HW1074
 HW1074                          SUPERSEDED SURVEY CONTROL
 HW1074
 HW1074  NGVD 29 (??/??/92)  375.661  (m)         1232.48   (f) ADJ UNCH    2 0
 HW1074
 HW1074.Superseded values are not recommended for survey control.
 HW1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1074.See file dsdata.txt to determine how the superseded data were derived.
 HW1074
 HW1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC144559(NAD 83)
 HW1074_MARKER: DB = BENCH MARK DISK
 HW1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1074_STAMPING: C 135 1935
 HW1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1074+STABILITY: SURFACE MOTION
 HW1074
 HW1074  HISTORY     - Date     Condition        Report By
 HW1074  HISTORY     - 1935     MONUMENTED       CGS
 HW1074
 HW1074                          STATION DESCRIPTION
 HW1074
 HW1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1074'1.5 MI SE FROM FOX MOUNTAIN SCHOOL.
 HW1074'1.5 MILES SOUTHEAST ALONG THE HENSLEY CHURCH ROAD FROM FOX
 HW1074'MOUNTAIN SCHOOL, ROCKINGHAM COUNTY, 54 FEET NORTHEAST OF THE
 HW1074'NORTH BANK OF NAKED CREEK, AT THE SITE OF AN OLD SAWMILL, AND
 HW1074'24 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 HW1074'STAMPED C 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1302 ***********************************************************************
 HW1302  DESIGNATION -  C 137
 HW1302  PID         -  HW1302
 HW1302  STATE/COUNTY-  VA/ROCKINGHAM
 HW1302  USGS QUAD   -  TENTH LEGION (1994)
 HW1302
 HW1302                         *CURRENT SURVEY CONTROL
 HW1302  ___________________________________________________________________
 HW1302* NAD 83(1986)-  38 35 25.     (N)    078 43 04.     (W)     SCALED    
 HW1302* NAVD 88     -       337.167  (meters)    1106.19   (feet)  ADJUSTED  
 HW1302  ___________________________________________________________________
 HW1302  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW1302  DYNAMIC HT  -         336.931 (meters)    1105.41  (feet)  COMP
 HW1302  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 HW1302
 HW1302  VERT ORDER  -  FIRST     CLASS II
 HW1302
 HW1302.The horizontal coordinates were scaled from a topographic map and have
 HW1302.an estimated accuracy of +/- 6 seconds.
 HW1302
 HW1302.The orthometric height was determined by differential leveling
 HW1302.and adjusted by the National Geodetic Survey in June 1991..
 HW1302
 HW1302.The geoid height was determined by GEOID03.
 HW1302
 HW1302.The dynamic height is computed by dividing the NAVD 88
 HW1302.geopotential number by the normal gravity value computed on the
 HW1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1302.degrees latitude (g = 980.6199 gals.).
 HW1302
 HW1302.The modeled gravity was interpolated from observed gravity values.
 HW1302
 HW1302;                    North         East    Units  Estimated Accuracy
 HW1302;SPC VA N     - 2,102,540.    3,481,030.      MT  (+/- 180 meters Scaled)
 HW1302
 HW1302                          SUPERSEDED SURVEY CONTROL
 HW1302
 HW1302  NGVD 29 (??/??/92)  337.316  (m)         1106.68   (f) ADJ UNCH    1 2
 HW1302
 HW1302.Superseded values are not recommended for survey control.
 HW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1302.See file dsdata.txt to determine how the superseded data were derived.
 HW1302
 HW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC987737(NAD 83)
 HW1302_MARKER: DB = BENCH MARK DISK
 HW1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1302_STAMPING: C 137 1935
 HW1302_MARK LOGO: CGS   
 HW1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1302+STABILITY: SURFACE MOTION
 HW1302
 HW1302  HISTORY     - Date     Condition        Report By
 HW1302  HISTORY     - 1935     MONUMENTED       CGS
 HW1302  HISTORY     - 1958     GOOD             NGS
 HW1302  HISTORY     - 1962     GOOD             NGS
 HW1302  HISTORY     - 1983     GOOD             NGS
 HW1302
 HW1302                          STATION DESCRIPTION
 HW1302
 HW1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1302'4.2 MI N FROM LACEY SPRING.
 HW1302'4.2 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1302'LACEY SPRING, ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM
 HW1302'THE POST OFFICE AT NEW MARKET, SHENANDOAH COUNTY, NEAR THE
 HW1302'JUNCTION OF COUNTY ROAD NO. 796 LEADING WEST, 39 FEET NORTHWEST
 HW1302'OF THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHWEST OF BM B
 HW1302'339, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 6
 HW1302'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE
 HW1302'LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 HW1302'CONCRETE POST FLUSH WITH THE GROUND.  A STEEL WITNESS POST WAS
 HW1302'SET 1.5 FEET WEST OF MARK.
 HW1302
 HW1302                          STATION RECOVERY (1962)
 HW1302
 HW1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1302'RECOVERED IN GOOD CONDITION.
 HW1302
 HW1302                          STATION RECOVERY (1983)
 HW1302
 HW1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0260 ***********************************************************************
 HW0260  DESIGNATION -  C 138
 HW0260  PID         -  HW0260
 HW0260  STATE/COUNTY-  VA/SHENANDOAH
 HW0260  USGS QUAD   -  RILEYVILLE (1994)
 HW0260
 HW0260                         *CURRENT SURVEY CONTROL
 HW0260  ___________________________________________________________________
 HW0260* NAD 83(1986)-  38 46 16.     (N)    078 29 54.     (W)     SCALED    
 HW0260* NAVD 88     -       341.981  (meters)    1121.98   (feet)  ADJUSTED  
 HW0260  ___________________________________________________________________
 HW0260  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HW0260  DYNAMIC HT  -         341.742 (meters)    1121.20  (feet)  COMP
 HW0260  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 HW0260
 HW0260  VERT ORDER  -  SECOND    CLASS 0
 HW0260
 HW0260.The horizontal coordinates were scaled from a topographic map and have
 HW0260.an estimated accuracy of +/- 6 seconds.
 HW0260
 HW0260.The orthometric height was determined by differential leveling
 HW0260.and adjusted by the National Geodetic Survey in June 1991..
 HW0260
 HW0260.The geoid height was determined by GEOID03.
 HW0260
 HW0260.The dynamic height is computed by dividing the NAVD 88
 HW0260.geopotential number by the normal gravity value computed on the
 HW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0260.degrees latitude (g = 980.6199 gals.).
 HW0260
 HW0260.The modeled gravity was interpolated from observed gravity values.
 HW0260
 HW0260;                    North         East    Units  Estimated Accuracy
 HW0260;SPC VA N     - 2,122,590.    3,500,150.      MT  (+/- 180 meters Scaled)
 HW0260
 HW0260                          SUPERSEDED SURVEY CONTROL
 HW0260
 HW0260  NGVD 29 (??/??/92)  342.142  (m)         1122.51   (f) ADJ UNCH    2 0
 HW0260
 HW0260.Superseded values are not recommended for survey control.
 HW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0260.See file dsdata.txt to determine how the superseded data were derived.
 HW0260
 HW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC173943(NAD 83)
 HW0260_MARKER: DB = BENCH MARK DISK
 HW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0260_STAMPING: C 138 1935
 HW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0260+STABILITY: SURFACE MOTION
 HW0260
 HW0260  HISTORY     - Date     Condition        Report By
 HW0260  HISTORY     - 1935     MONUMENTED       CGS
 HW0260  HISTORY     - 1964     GOOD             NGS
 HW0260
 HW0260                          STATION DESCRIPTION
 HW0260
 HW0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0260'AT EDITH CROSS ROADS.
 HW0260'AT EDITH CROSS ROADS, SHENANDOAH COUNTY, ON U.S. FOREST SERVICE
 HW0260'ROAD 74, 120 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 HW0260'ROAD LEADING TO EDINBURG, 29 FEET EAST OF THE CENTERLINE OF THE
 HW0260'U.S. FOREST SERVICE ROAD, 33 FEET NORTH OF THE EAST END OF A
 HW0260'GALVANIZED PIPE CULVERT, 31 FEET NORTH OF A FENCE CORNER, AND
 HW0260'1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED C 138 1935
 HW0260'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1540 ***********************************************************************
 GW1540  DESIGNATION -  C 14
 GW1540  PID         -  GW1540
 GW1540  STATE/COUNTY-  VA/C OF COVINGTON
 GW1540  USGS QUAD   -  COVINGTON (1984)
 GW1540
 GW1540                         *CURRENT SURVEY CONTROL
 GW1540  ___________________________________________________________________
 GW1540* NAD 83(1993)-  37 47 03.16267(N)    079 59 23.29403(W)     ADJUSTED  
 GW1540* NAVD 88     -       380.175  (meters)    1247.29   (feet)  ADJUSTED  
 GW1540  ___________________________________________________________________
 GW1540  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 GW1540  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW1540  DYNAMIC HT  -         379.866 (meters)    1246.28  (feet)  COMP
 GW1540  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 GW1540
 GW1540  HORZ ORDER  -  SECOND
 GW1540  VERT ORDER  -  FIRST     CLASS II
 GW1540
 GW1540.The horizontal coordinates were established by classical geodetic methods
 GW1540.and adjusted by the National Geodetic Survey in November 1994..
 GW1540
 GW1540.The orthometric height was determined by differential leveling
 GW1540.and adjusted by the National Geodetic Survey in June 1991..
 GW1540.WARNING-Repeat measurements at this control monument indicate possible
 GW1540.vertical movement.
 GW1540
 GW1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1540
 GW1540.The geoid height was determined by GEOID03.
 GW1540
 GW1540.The dynamic height is computed by dividing the NAVD 88
 GW1540.geopotential number by the normal gravity value computed on the
 GW1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1540.degrees latitude (g = 980.6199 gals.).
 GW1540
 GW1540.The modeled gravity was interpolated from observed gravity values.
 GW1540
 GW1540;                    North         East     Units Scale Factor Converg.
 GW1540;SPC VA S     - 1,162,049.979 3,368,773.509   MT  0.99997179   -0 54 15.1
 GW1540;SPC VA S     - 3,812,492.31 11,052,384.42   sFT  0.99997179   -0 54 15.1
 GW1540;UTM  17      - 4,182,353.801   588,952.936   MT  0.99969746   +0 37 08.3
 GW1540
 GW1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1540!SPC VA S     -   0.99994537  x   0.99997179  =   0.99991716
 GW1540!UTM  17      -   0.99994537  x   0.99969746  =   0.99964285
 GW1540
 GW1540                          SUPERSEDED SURVEY CONTROL
 GW1540
 GW1540  NAD 83(1986)-  37 47 03.16196(N)    079 59 23.30996(W) AD(       ) 2
 GW1540  NAD 27      -  37 47 02.70900(N)    079 59 24.09930(W) AD(       ) 2
 GW1540  NGVD 29 (??/??/92)  380.338  (m)         1247.83   (f) ADJ UNCH    1 2
 GW1540
 GW1540.Superseded values are not recommended for survey control.
 GW1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1540.See file dsdata.txt to determine how the superseded data were derived.
 GW1540
 GW1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8895382354(NAD 83)
 GW1540_MARKER: DB = BENCH MARK DISK
 GW1540_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GW1540_STAMPING: C 14 1928 1247.767
 GW1540_MARK LOGO: CGS   
 GW1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1540
 GW1540  HISTORY     - Date     Condition        Report By
 GW1540  HISTORY     - 1958     MONUMENTED       CGS
 GW1540  HISTORY     - 1958     GOOD             NGS
 GW1540  HISTORY     - 1984     GOOD             NGS
 GW1540
 GW1540                          STATION DESCRIPTION
 GW1540
 GW1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW1540'STATION IS IN COVINGTON, ABOUT 0.4 MILE S ALONG THE CHESAPEAKE
 GW1540'AND OHIO RAILWAY FROM THE STATION, 15 FEET E OF THE EAST RAIL
 GW1540'OF THE EAST TRACK, IN TOP OF THE RETAINING WALL EXTENDED FROM
 GW1540'THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE 2894 OVER
 GW1540'CHESTNUT STREET, 22 FEET S OF THE CENTER LINE OF THE STREET,
 GW1540'AND ABOUT 3-1/2 FEET BELOW THE LEVEL OF THE TRACK.  IT IS A
 GW1540'STANDARD USC AND GS BENCH MARK DISK STAMPED C 14 1928.
 GW1540'
 GW1540'TO REACH THE MARK GO ABOUT 0.65 MILE SE ALONG BRDIGE STREET
 GW1540'(U.S. HWY 60) FROM THE POST OFFICE, THENCE ABOUT 0.15 MILE SW
 GW1540'ALONG CHESTNUT STREET.
 GW1540
 GW1540                          STATION RECOVERY (1958)
 GW1540
 GW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1540'AT COVINGTON.
 GW1540'AT COVINGTON, ABOUT 0.4 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO
 GW1540'RAILWAY FROM THE STATION, 15 FEET EAST OF THE EAST RAIL OF THE
 GW1540'EAST TRACK, IN TOP OF THE RETAINING WALL EXTENDED FROM THE SOUTH
 GW1540'CONCRETE ABUTMENT OF RAILROAD BRIDGE 2894 OVER CHESTNUT STREET,
 GW1540'22 FEET SOUTH OF THE CENTER LINE OF THE STREET, AND ABOUT 3 1/2
 GW1540'FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS MARK CAN BE
 GW1540'REACHED BY GOING ABOUT 0.65 MILE SOUTHEAST ALONG BRIDGE STREET
 GW1540'(U.S. HIGHWAY 60) FROM THE POST OFFICE, THENCE ABOUT 0.15 MILE
 GW1540'SOUTHWEST ALONG CHESTNUT STREET.
 GW1540
 GW1540                          STATION RECOVERY (1984)
 GW1540
 GW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1540'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GW1540'MARK IS LOCATED IN THE INDEPENDENT CITY OF COVINGTON RATHER THAN IN
 GW1540'ALLEGHANY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0423 ***********************************************************************
 HW0423  DESIGNATION -  C 14 USGS
 HW0423  PID         -  HW0423
 HW0423  STATE/COUNTY-  VA/ORANGE
 HW0423  USGS QUAD   -  ORANGE (1994)
 HW0423
 HW0423                         *CURRENT SURVEY CONTROL
 HW0423  ___________________________________________________________________
 HW0423* NAD 83(1986)-  38 14 39.     (N)    078 06 36.     (W)     SCALED    
 HW0423* NAVD 88     -       160.499  (meters)     526.57   (feet)  ADJUSTED  
 HW0423  ___________________________________________________________________
 HW0423  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HW0423  DYNAMIC HT  -         160.396 (meters)     526.23  (feet)  COMP
 HW0423  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HW0423
 HW0423  VERT ORDER  -  SECOND    CLASS 0
 HW0423
 HW0423.The horizontal coordinates were scaled from a topographic map and have
 HW0423.an estimated accuracy of +/- 6 seconds.
 HW0423
 HW0423.The orthometric height was determined by differential leveling
 HW0423.and adjusted by the National Geodetic Survey in June 1991..
 HW0423
 HW0423.The geoid height was determined by GEOID03.
 HW0423
 HW0423.The dynamic height is computed by dividing the NAVD 88
 HW0423.geopotential number by the normal gravity value computed on the
 HW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0423.degrees latitude (g = 980.6199 gals.).
 HW0423
 HW0423.The modeled gravity was interpolated from observed gravity values.
 HW0423
 HW0423;                    North         East    Units  Estimated Accuracy
 HW0423;SPC VA N     - 2,064,170.    3,534,140.      MT  (+/- 180 meters Scaled)
 HW0423
 HW0423                          SUPERSEDED SURVEY CONTROL
 HW0423
 HW0423  NGVD 29 (??/??/92)  160.727  (m)          527.32   (f) ADJ UNCH    2 0
 HW0423
 HW0423.Superseded values are not recommended for survey control.
 HW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0423.See file dsdata.txt to determine how the superseded data were derived.
 HW0423
 HW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC529368(NAD 83)
 HW0423_MARKER: DB = BENCH MARK DISK
 HW0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0423_SP_SET: BUILDING
 HW0423_STAMPING: C 14 1926
 HW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0423
 HW0423  HISTORY     - Date     Condition        Report By
 HW0423  HISTORY     - 1926     MONUMENTED       USGS
 HW0423  HISTORY     - 1935     GOOD             NGS
 HW0423  HISTORY     - 1938     GOOD             NGS
 HW0423  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0423  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0423  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0423
 HW0423                          STATION DESCRIPTION
 HW0423
 HW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0423'AT ORANGE.
 HW0423'AT ORANGE, ORANGE COUNTY, ON THE SOUTHERN RAILWAY, OPPOSITE THE
 HW0423'DOOR OF THE WHITE WAITING ROOM OF THE STATION, 28 FEET WEST OF
 HW0423'THE CENTER LINE OF THE TRACK, 30 FEET SOUTH OF THE SOUTH CURB OF
 HW0423'MAIN STREET, AT THE SANITARY GROCERY STORE, AT THE SOUTH END OF
 HW0423'THE EAST DISPLAY WINDOW, IN THE TOP OF THE STONE UNDERPINNING,
 HW0423'AND ABOUT 0.6 FOOT ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HW0423'SURVEY STANDARD DISK, STAMPED C 14 1926.
 HW0423
 HW0423                          STATION RECOVERY (1938)
 HW0423
 HW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 HW0423'RECOVERED IN GOOD CONDITION.
 HW0423
 HW0423                          STATION RECOVERY (1984)
 HW0423
 HW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0423'NOT RECOVERED, THE DESCRIBED LOCATION HAS BEEN PAVED AND MARK, IF IT
 HW0423'EXISTS, IS COVERED, BUILDING IS NOW OCCUPIED BY H AND R BLOCK.
 HW0423
 HW0423                          STATION RECOVERY (1998)
 HW0423
 HW0423'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0423'MARK NOT FOUND.
 HW0423
 HW0423                          STATION RECOVERY (2003)
 HW0423
 HW0423'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0210 ***********************************************************************
 HW0210  DESIGNATION -  C 142
 HW0210  PID         -  HW0210
 HW0210  STATE/COUNTY-  VA/CULPEPER
 HW0210  USGS QUAD   -  CASTLETON (1994)
 HW0210
 HW0210                         *CURRENT SURVEY CONTROL
 HW0210  ___________________________________________________________________
 HW0210* NAD 83(1986)-  38 36 48.     (N)    078 01 28.     (W)     SCALED    
 HW0210* NAVD 88     -       142.149  (meters)     466.37   (feet)  ADJUSTED  
 HW0210  ___________________________________________________________________
 HW0210  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HW0210  DYNAMIC HT  -         142.059 (meters)     466.07  (feet)  COMP
 HW0210  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 HW0210
 HW0210  VERT ORDER  -  SECOND    CLASS 0
 HW0210
 HW0210.The horizontal coordinates were scaled from a topographic map and have
 HW0210.an estimated accuracy of +/- 6 seconds.
 HW0210
 HW0210.The orthometric height was determined by differential leveling
 HW0210.and adjusted by the National Geodetic Survey in June 1991..
 HW0210
 HW0210.The geoid height was determined by GEOID03.
 HW0210
 HW0210.The dynamic height is computed by dividing the NAVD 88
 HW0210.geopotential number by the normal gravity value computed on the
 HW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0210.degrees latitude (g = 980.6199 gals.).
 HW0210
 HW0210.The modeled gravity was interpolated from observed gravity values.
 HW0210
 HW0210;                    North         East    Units  Estimated Accuracy
 HW0210;SPC VA N     - 2,105,190.    3,541,420.      MT  (+/- 180 meters Scaled)
 HW0210
 HW0210                          SUPERSEDED SURVEY CONTROL
 HW0210
 HW0210  NGVD 29 (??/??/92)  142.36   (m)          467.1    (f) COMPUTED    2 0
 HW0210
 HW0210.Superseded values are not recommended for survey control.
 HW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0210.See file dsdata.txt to determine how the superseded data were derived.
 HW0210
 HW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC590780(NAD 83)
 HW0210_MARKER: DB = BENCH MARK DISK
 HW0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0210_STAMPING: C-142 1935
 HW0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0210+STABILITY: SURFACE MOTION
 HW0210
 HW0210  HISTORY     - Date     Condition        Report By
 HW0210  HISTORY     - 1935     MONUMENTED       CGS
 HW0210  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0210
 HW0210                          STATION DESCRIPTION
 HW0210
 HW0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0210'3.8 MI NW FROM RIXEYVILLE.
 HW0210'ALONG ROAD 640, 51 FEET SOUTH OF JUNCTION OF ROADS 640 AND 627,
 HW0210'29 FEET SOUTHEAST OF CENTER LINE OF ROAD 627, 5 FEET NORTHEAST
 HW0210'OF WOODEN GATE TO CULTIVATED FIELD, 1 FOOT NORTHWEST OF FENCE
 HW0210'LINE.
 HW0210
 HW0210                          STATION RECOVERY (2001)
 HW0210
 HW0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0211 ***********************************************************************
 HW0211  DESIGNATION -  C 142 RESET 1957
 HW0211  PID         -  HW0211
 HW0211  STATE/COUNTY-  VA/CULPEPER
 HW0211  USGS QUAD   -  CASTLETON (1994)
 HW0211
 HW0211                         *CURRENT SURVEY CONTROL
 HW0211  ___________________________________________________________________
 HW0211* NAD 83(1986)-  38 36 48.     (N)    078 01 28.     (W)     SCALED    
 HW0211* NAVD 88     -       142.20   (meters)     466.5    (feet)  RESET     
 HW0211  ___________________________________________________________________
 HW0211  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HW0211
 HW0211  VERT ORDER  -  THIRD
 HW0211
 HW0211.The horizontal coordinates were scaled from a topographic map and have
 HW0211.an estimated accuracy of +/- 6 seconds.
 HW0211
 HW0211.The orthometric height was computed from unverified reset data.
 HW0211.No vertical observational check was made to the station.
 HW0211
 HW0211.The geoid height was determined by GEOID03.
 HW0211
 HW0211;                    North         East    Units  Estimated Accuracy
 HW0211;SPC VA N     - 2,105,190.    3,541,420.      MT  (+/- 180 meters Scaled)
 HW0211
 HW0211                          SUPERSEDED SURVEY CONTROL
 HW0211
 HW0211  NGVD 29 (??/??/??)  142.30   (m)          466.9    (f) RESET       3  
 HW0211
 HW0211.Superseded values are not recommended for survey control.
 HW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0211.See file dsdata.txt to determine how the superseded data were derived.
 HW0211
 HW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC590780(NAD 83)
 HW0211_MARKER: DD = SURVEY DISK
 HW0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0211_STAMPING: C 142 RESET 1957
 HW0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0211+STABILITY: SURFACE MOTION
 HW0211
 HW0211  HISTORY     - Date     Condition        Report By
 HW0211  HISTORY     - 1957     MONUMENTED       VADH
 HW0211  HISTORY     - 1964     GOOD             NGS
 HW0211  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0211
 HW0211                          STATION DESCRIPTION
 HW0211
 HW0211'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 HW0211'4.3 MI NW FROM RIXEYVILLE.
 HW0211'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE, 51
 HW0211'FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 627, 39 FEET SOUTHEAST
 HW0211'OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET NORTHEAST OF A WOODEN
 HW0211'GATE LEADING TO A CULTIVATED FIELD.
 HW0211
 HW0211                          STATION RECOVERY (1964)
 HW0211
 HW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0211'RECOVERED IN GOOD CONDITION.
 HW0211
 HW0211                          STATION RECOVERY (2001)
 HW0211
 HW0211'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3744 ***********************************************************************
 HV3744  DESIGNATION -  C 144
 HV3744  PID         -  HV3744
 HV3744  STATE/COUNTY-  VA/FAUQUIER
 HV3744  USGS QUAD   -  WARRENTON (1978)
 HV3744
 HV3744                         *CURRENT SURVEY CONTROL
 HV3744  ___________________________________________________________________
 HV3744* NAD 83(1986)-  38 44 26.     (N)    077 52 02.     (W)     SCALED    
 HV3744* NAVD 88     -       187.010  (meters)     613.55   (feet)  ADJUSTED  
 HV3744  ___________________________________________________________________
 HV3744  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3744  DYNAMIC HT  -         186.897 (meters)     613.18  (feet)  COMP
 HV3744  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 HV3744
 HV3744  VERT ORDER  -  SECOND    CLASS 0
 HV3744
 HV3744.The horizontal coordinates were scaled from a topographic map and have
 HV3744.an estimated accuracy of +/- 6 seconds.
 HV3744
 HV3744.The orthometric height was determined by differential leveling
 HV3744.and adjusted by the National Geodetic Survey in June 1991..
 HV3744
 HV3744.The geoid height was determined by GEOID03.
 HV3744
 HV3744.The dynamic height is computed by dividing the NAVD 88
 HV3744.geopotential number by the normal gravity value computed on the
 HV3744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3744.degrees latitude (g = 980.6199 gals.).
 HV3744
 HV3744.The modeled gravity was interpolated from observed gravity values.
 HV3744
 HV3744;                    North         East    Units  Estimated Accuracy
 HV3744;SPC VA N     - 2,119,390.    3,555,010.      MT  (+/- 180 meters Scaled)
 HV3744
 HV3744                          SUPERSEDED SURVEY CONTROL
 HV3744
 HV3744  NGVD 29 (??/??/??)  187.223  (m)          614.25   (f) ADJUSTED    2 0
 HV3744
 HV3744.Superseded values are not recommended for survey control.
 HV3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3744.See file dsdata.txt to determine how the superseded data were derived.
 HV3744
 HV3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH507918(NAD 83)
 HV3744_MARKER: DB = BENCH MARK DISK
 HV3744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3744_STAMPING: C-144 1935
 HV3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3744+STABILITY: SURFACE MOTION
 HV3744
 HV3744  HISTORY     - Date     Condition        Report By
 HV3744  HISTORY     - 1935     MONUMENTED       CGS
 HV3744  HISTORY     - 1941     GOOD             CGS
 HV3744
 HV3744                          STATION DESCRIPTION
 HV3744
 HV3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3744'3.9 MI NE FROM CLIFF MILLS.
 HV3744'3.9 MILE NORTH-EAST ALONG 691 FROM THE POST OFFICE AT CLIFF MILLS,
 HV3744'AT THE INTERSECTION OF 689 AND 691 LEADING SOUTH, 120 FEET
 HV3744'NORTH-WEST OF CENTER-LINE OF INTERSECTION, 27 FEET SOUTH-WEST OF
 HV3744'CENTER-LINE OF 691, 1 FOOT NORTH-EAST OF R/W FENCE, SET ON
 HV3744'SOUTH-WEST SLOPE OF HILL, 1 FOOT SOUTH-WEST OF A WHITE MARKER POST
 HV3744'STENCILED U.S.B.M.  A STANDARD DISK STAMPED C-144 1935, AND SET
 HV3744'IN TOP OF CONCRETE POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0722 ***********************************************************************
 GW0722  DESIGNATION -  C 145
 GW0722  PID         -  GW0722
 GW0722  STATE/COUNTY-  VA/ALBEMARLE
 GW0722  USGS QUAD   -  ALBERENE (1980)
 GW0722
 GW0722                         *CURRENT SURVEY CONTROL
 GW0722  ___________________________________________________________________
 GW0722* NAD 83(1986)-  37 57 23.     (N)    078 35 43.     (W)     SCALED    
 GW0722* NAVD 88     -       172.935  (meters)     567.37   (feet)  ADJUSTED  
 GW0722  ___________________________________________________________________
 GW0722  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW0722  DYNAMIC HT  -         172.812 (meters)     566.97  (feet)  COMP
 GW0722  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 GW0722
 GW0722  VERT ORDER  -  SECOND    CLASS 0
 GW0722
 GW0722.The horizontal coordinates were scaled from a topographic map and have
 GW0722.an estimated accuracy of +/- 6 seconds.
 GW0722
 GW0722.The orthometric height was determined by differential leveling
 GW0722.and adjusted by the National Geodetic Survey in June 1991..
 GW0722
 GW0722.The geoid height was determined by GEOID03.
 GW0722
 GW0722.The dynamic height is computed by dividing the NAVD 88
 GW0722.geopotential number by the normal gravity value computed on the
 GW0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0722.degrees latitude (g = 980.6199 gals.).
 GW0722
 GW0722.The modeled gravity was interpolated from observed gravity values.
 GW0722
 GW0722;                    North         East    Units  Estimated Accuracy
 GW0722;SPC VA S     - 1,180,130.    3,491,630.      MT  (+/- 180 meters Scaled)
 GW0722
 GW0722                          SUPERSEDED SURVEY CONTROL
 GW0722
 GW0722  NGVD 29 (??/??/92)  173.179  (m)          568.17   (f) ADJ UNCH    2 0
 GW0722
 GW0722.Superseded values are not recommended for survey control.
 GW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0722.See file dsdata.txt to determine how the superseded data were derived.
 GW0722
 GW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC112037(NAD 83)
 GW0722_MARKER: DB = BENCH MARK DISK
 GW0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0722_STAMPING: C 145 1935
 GW0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0722+STABILITY: SURFACE MOTION
 GW0722
 GW0722  HISTORY     - Date     Condition        Report By
 GW0722  HISTORY     - 1935     MONUMENTED       CGS
 GW0722  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0722
 GW0722                          STATION DESCRIPTION
 GW0722
 GW0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0722'1 MI SE FROM RED HILL.
 GW0722'1.0 MILE SOUTHEAST ALONG COUNTY ROAD 708 FROM THE SOUTHERN RAILWAY
 GW0722'STATION AT RED HILL, ALBEMARLE COUNTY, AT A POINT WHERE A CURVE
 GW0722'WAS REMOVED, 90 FEET SOUTH OF THE GATE TO A FARMHOUSE, 60 FEET
 GW0722'EAST OF THE CENTERLINE OF THE ROAD, 55 FEET SOUTH OF A SMALL
 GW0722'STREAM, 10 FEET WEST OF A RAIL FENCE, AND ABOUT LEVEL WITH THE
 GW0722'ROADWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 GW0722
 GW0722                          STATION RECOVERY (1964)
 GW0722
 GW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0706 ***********************************************************************
 GW0706  DESIGNATION -  C 146
 GW0706  PID         -  GW0706
 GW0706  STATE/COUNTY-  VA/NELSON
 GW0706  USGS QUAD   -  COVESVILLE (1984)
 GW0706
 GW0706                         *CURRENT SURVEY CONTROL
 GW0706  ___________________________________________________________________
 GW0706* NAD 83(1986)-  37 54 09.     (N)    078 44 56.     (W)     SCALED    
 GW0706* NAVD 88     -       320.368  (meters)    1051.07   (feet)  ADJUSTED  
 GW0706  ___________________________________________________________________
 GW0706  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW0706  DYNAMIC HT  -         320.133 (meters)    1050.30  (feet)  COMP
 GW0706  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 GW0706
 GW0706  VERT ORDER  -  SECOND    CLASS 0
 GW0706
 GW0706.The horizontal coordinates were scaled from a topographic map and have
 GW0706.an estimated accuracy of +/- 6 seconds.
 GW0706
 GW0706.The orthometric height was determined by differential leveling
 GW0706.and adjusted by the National Geodetic Survey in June 1991..
 GW0706
 GW0706.The geoid height was determined by GEOID03.
 GW0706
 GW0706.The dynamic height is computed by dividing the NAVD 88
 GW0706.geopotential number by the normal gravity value computed on the
 GW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0706.degrees latitude (g = 980.6199 gals.).
 GW0706
 GW0706.The modeled gravity was interpolated from observed gravity values.
 GW0706
 GW0706;                    North         East    Units  Estimated Accuracy
 GW0706;SPC VA S     - 1,174,170.    3,478,110.      MT  (+/- 180 meters Scaled)
 GW0706
 GW0706                          SUPERSEDED SURVEY CONTROL
 GW0706
 GW0706  NGVD 29 (??/??/92)  320.506  (m)         1051.53   (f) ADJ UNCH    2 0
 GW0706
 GW0706.Superseded values are not recommended for survey control.
 GW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0706.See file dsdata.txt to determine how the superseded data were derived.
 GW0706
 GW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB979973(NAD 83)
 GW0706_MARKER: DB = BENCH MARK DISK
 GW0706_SETTING: 80 = SET IN A BOULDER
 GW0706_SP_SET: BOULDER
 GW0706_STAMPING: C 146 1935
 GW0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0706+STABILITY: SURFACE MOTION
 GW0706
 GW0706  HISTORY     - Date     Condition        Report By
 GW0706  HISTORY     - 1935     MONUMENTED       CGS
 GW0706
 GW0706                          STATION DESCRIPTION
 GW0706
 GW0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0706'3.2 MI NE FROM HEARDS.
 GW0706'IN NELSON COUNTY, 1.1 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM
 GW0706'HEARDS, ALBEMARLE COUNTY, THENCE 2.1 MILES SOUTHWEST ALONG COUNTY
 GW0706'ROAD 634, 0.2 MILE SOUTH OF A 2-STORY HOUSE, AT THE WEST SIDE OF
 GW0706'A LARGE APPLE ORCHARD, 130 YARDS SOUTH OF A FLAT WOODEN BRIDGE OVER
 GW0706'A STREAM, 12 FEET EAST OF THE CENTERLINE OF THE ROAD, IN THE
 GW0706'TOP OF A LARGE PROMINENT TAPERING SANDSTONE BOULDER, AND 3-1/2
 GW0706'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0675 ***********************************************************************
 GW0675  DESIGNATION -  C 147
 GW0675  PID         -  GW0675
 GW0675  STATE/COUNTY-  VA/NELSON
 GW0675  USGS QUAD   -  LOVINGSTON (1984)
 GW0675
 GW0675                         *CURRENT SURVEY CONTROL
 GW0675  ___________________________________________________________________
 GW0675* NAD 83(1986)-  37 49 22.     (N)    078 46 33.     (W)     SCALED    
 GW0675* NAVD 88     -       142.816  (meters)     468.56   (feet)  ADJUSTED  
 GW0675  ___________________________________________________________________
 GW0675  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW0675  DYNAMIC HT  -         142.714 (meters)     468.22  (feet)  COMP
 GW0675  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 GW0675
 GW0675  VERT ORDER  -  SECOND    CLASS 0
 GW0675
 GW0675.The horizontal coordinates were scaled from a topographic map and have
 GW0675.an estimated accuracy of +/- 6 seconds.
 GW0675
 GW0675.The orthometric height was determined by differential leveling
 GW0675.and adjusted by the National Geodetic Survey in June 1991..
 GW0675
 GW0675.The geoid height was determined by GEOID03.
 GW0675
 GW0675.The dynamic height is computed by dividing the NAVD 88
 GW0675.geopotential number by the normal gravity value computed on the
 GW0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0675.degrees latitude (g = 980.6199 gals.).
 GW0675
 GW0675.The modeled gravity was interpolated from observed gravity values.
 GW0675
 GW0675;                    North         East    Units  Estimated Accuracy
 GW0675;SPC VA S     - 1,165,330.    3,475,720.      MT  (+/- 180 meters Scaled)
 GW0675
 GW0675                          SUPERSEDED SURVEY CONTROL
 GW0675
 GW0675  NGVD 29 (??/??/92)  142.991  (m)          469.13   (f) ADJ UNCH    2 0
 GW0675
 GW0675.Superseded values are not recommended for survey control.
 GW0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0675.See file dsdata.txt to determine how the superseded data were derived.
 GW0675
 GW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB957884(NAD 83)
 GW0675_MARKER: DB = BENCH MARK DISK
 GW0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0675_STAMPING: C 147 1935
 GW0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0675+STABILITY: SURFACE MOTION
 GW0675
 GW0675  HISTORY     - Date     Condition        Report By
 GW0675  HISTORY     - 1935     MONUMENTED       CGS
 GW0675
 GW0675                          STATION DESCRIPTION
 GW0675
 GW0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0675'2.6 MI NW FROM ROCKFISH.
 GW0675'2.6 MILES NORTHWEST ALONG COUNTY ROAD 617 FROM THE SOUTHERN
 GW0675'RAILWAY STATION AT ROCKFISH, NELSON COUNTY, 0.8 MILE EAST OF A
 GW0675'SAWMILL, 0.1 MILE EAST OF AN OLD 2-STORY FRAME HOUSE NORTH OF THE
 GW0675'ROAD, NEAR THE TOP OF A HILL, 28 FEET NORTH OF THE CENTERLINE
 GW0675'OF THE ROAD, AND 2 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 GW0675'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0701 ***********************************************************************
 GW0701  DESIGNATION -  C 148
 GW0701  PID         -  GW0701
 GW0701  STATE/COUNTY-  VA/NELSON
 GW0701  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0701
 GW0701                         *CURRENT SURVEY CONTROL
 GW0701  ___________________________________________________________________
 GW0701* NAD 83(1986)-  37 48 40.     (N)    078 54 48.     (W)     SCALED    
 GW0701* NAVD 88     -       389.865  (meters)    1279.08   (feet)  ADJUSTED  
 GW0701  ___________________________________________________________________
 GW0701  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0701  DYNAMIC HT  -         389.569 (meters)    1278.11  (feet)  COMP
 GW0701  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 GW0701
 GW0701  VERT ORDER  -  SECOND    CLASS 0
 GW0701
 GW0701.The horizontal coordinates were scaled from a topographic map and have
 GW0701.an estimated accuracy of +/- 6 seconds.
 GW0701
 GW0701.The orthometric height was determined by differential leveling
 GW0701.and adjusted by the National Geodetic Survey in June 1991..
 GW0701
 GW0701.The geoid height was determined by GEOID03.
 GW0701
 GW0701.The dynamic height is computed by dividing the NAVD 88
 GW0701.geopotential number by the normal gravity value computed on the
 GW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0701.degrees latitude (g = 980.6199 gals.).
 GW0701
 GW0701.The modeled gravity was interpolated from observed gravity values.
 GW0701
 GW0701;                    North         East    Units  Estimated Accuracy
 GW0701;SPC VA S     - 1,164,080.    3,463,600.      MT  (+/- 180 meters Scaled)
 GW0701
 GW0701                          SUPERSEDED SURVEY CONTROL
 GW0701
 GW0701  NGVD 29 (??/??/92)  390.054  (m)         1279.70   (f) ADJ UNCH    2 0
 GW0701
 GW0701.Superseded values are not recommended for survey control.
 GW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0701.See file dsdata.txt to determine how the superseded data were derived.
 GW0701
 GW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB836869(NAD 83)
 GW0701_MARKER: DB = BENCH MARK DISK
 GW0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0701_STAMPING: C 148 1935
 GW0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0701+STABILITY: SURFACE MOTION
 GW0701
 GW0701  HISTORY     - Date     Condition        Report By
 GW0701  HISTORY     - 1935     MONUMENTED       CGS
 GW0701
 GW0701                          STATION DESCRIPTION
 GW0701
 GW0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0701'5 MI W FROM MINDUS.
 GW0701'5.0 MILES WEST ALONG COUNTY ROAD 623 FROM THE POST OFFICE AT
 GW0701'MINDUS, NELSON COUNTY, 0.2 MILE WEST OF A WHITE FRAME HOUSE, AT
 GW0701'THE FORK OF A ROAD LEADING SOUTH, 27 FEET NORTH OF THE CENTERLINE
 GW0701'OF COUNTY ROAD 623, AND 3 FEET SOUTH OF THE FENCE.  A STANDARD
 GW0701'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0424 ***********************************************************************
 HW0424  DESIGNATION -  C 15
 HW0424  PID         -  HW0424
 HW0424  STATE/COUNTY-  VA/ORANGE
 HW0424  USGS QUAD   -  GORDONSVILLE (1984)
 HW0424
 HW0424                         *CURRENT SURVEY CONTROL
 HW0424  ___________________________________________________________________
 HW0424* NAD 83(1986)-  38 13 52.     (N)    078 10 05.     (W)     SCALED    
 HW0424* NAVD 88     -       135.988  (meters)     446.15   (feet)  ADJUSTED  
 HW0424  ___________________________________________________________________
 HW0424  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0424  DYNAMIC HT  -         135.899 (meters)     445.86  (feet)  COMP
 HW0424  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 HW0424
 HW0424  VERT ORDER  -  SECOND    CLASS 0
 HW0424
 HW0424.The horizontal coordinates were scaled from a topographic map and have
 HW0424.an estimated accuracy of +/- 6 seconds.
 HW0424
 HW0424.The orthometric height was determined by differential leveling
 HW0424.and adjusted by the National Geodetic Survey in June 1991..
 HW0424
 HW0424.The geoid height was determined by GEOID03.
 HW0424
 HW0424.The dynamic height is computed by dividing the NAVD 88
 HW0424.geopotential number by the normal gravity value computed on the
 HW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0424.degrees latitude (g = 980.6199 gals.).
 HW0424
 HW0424.The modeled gravity was interpolated from observed gravity values.
 HW0424
 HW0424;                    North         East    Units  Estimated Accuracy
 HW0424;SPC VA N     - 2,062,710.    3,529,060.      MT  (+/- 180 meters Scaled)
 HW0424
 HW0424                          SUPERSEDED SURVEY CONTROL
 HW0424
 HW0424  NGVD 29 (??/??/92)  136.231  (m)          446.95   (f) ADJ UNCH    2 0
 HW0424
 HW0424.Superseded values are not recommended for survey control.
 HW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0424.See file dsdata.txt to determine how the superseded data were derived.
 HW0424
 HW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC478352(NAD 83)
 HW0424_MARKER: DD = SURVEY DISK
 HW0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0424_SP_SET: CULVERT
 HW0424_STAMPING: C 15 1926
 HW0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0424
 HW0424  HISTORY     - Date     Condition        Report By
 HW0424  HISTORY     - 1926     MONUMENTED       USGS
 HW0424  HISTORY     - 1935     GOOD             NGS
 HW0424  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0424  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0424
 HW0424                          STATION DESCRIPTION
 HW0424
 HW0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0424'0.5 MI NE FROM MONTPELIER.
 HW0424'ABOUT 0.5 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM MONTPELIER,
 HW0424'ORANGE COUNTY, AT A BOX CULVERT, IN THE TOP OF THE NORTH END OF
 HW0424'THE COPING OF THE EAST HEAD WALL, AND ABOUT 20 FEET LOWER THAN
 HW0424'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW0424'STAMPED C 15 1926.
 HW0424
 HW0424                          STATION RECOVERY (1998)
 HW0424
 HW0424'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0424'MARK NOT FOUND.
 HW0424
 HW0424                          STATION RECOVERY (2003)
 HW0424
 HW0424'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0687 ***********************************************************************
 GW0687  DESIGNATION -  C 151
 GW0687  PID         -  GW0687
 GW0687  STATE/COUNTY-  VA/NELSON
 GW0687  USGS QUAD   -  SHIPMAN (1987)
 GW0687
 GW0687                         *CURRENT SURVEY CONTROL
 GW0687  ___________________________________________________________________
 GW0687* NAD 83(1986)-  37 44 04.     (N)    078 49 31.     (W)     SCALED    
 GW0687* NAVD 88     -       203.340  (meters)     667.12   (feet)  ADJUSTED  
 GW0687  ___________________________________________________________________
 GW0687  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW0687  DYNAMIC HT  -         203.191 (meters)     666.64  (feet)  COMP
 GW0687  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 GW0687
 GW0687  VERT ORDER  -  SECOND    CLASS 0
 GW0687
 GW0687.The horizontal coordinates were scaled from a topographic map and have
 GW0687.an estimated accuracy of +/- 6 seconds.
 GW0687
 GW0687.The orthometric height was determined by differential leveling
 GW0687.and adjusted by the National Geodetic Survey in June 1991..
 GW0687
 GW0687.The geoid height was determined by GEOID03.
 GW0687
 GW0687.The dynamic height is computed by dividing the NAVD 88
 GW0687.geopotential number by the normal gravity value computed on the
 GW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0687.degrees latitude (g = 980.6199 gals.).
 GW0687
 GW0687.The modeled gravity was interpolated from observed gravity values.
 GW0687
 GW0687;                    North         East    Units  Estimated Accuracy
 GW0687;SPC VA S     - 1,155,540.    3,471,330.      MT  (+/- 180 meters Scaled)
 GW0687
 GW0687                          SUPERSEDED SURVEY CONTROL
 GW0687
 GW0687  NGVD 29 (??/??/92)  203.518  (m)          667.71   (f) ADJ UNCH    2 0
 GW0687
 GW0687.Superseded values are not recommended for survey control.
 GW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0687.See file dsdata.txt to determine how the superseded data were derived.
 GW0687
 GW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB916785(NAD 83)
 GW0687_MARKER: DB = BENCH MARK DISK
 GW0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0687_STAMPING: C 151 1935
 GW0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0687+STABILITY: SURFACE MOTION
 GW0687
 GW0687  HISTORY     - Date     Condition        Report By
 GW0687  HISTORY     - 1935     MONUMENTED       CGS
 GW0687
 GW0687                          STATION DESCRIPTION
 GW0687
 GW0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0687'1 MI N FROM SHIPMAN.
 GW0687'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GW0687'SHIPMAN, NELSON COUNTY, 400 FEET SOUTH OF MILEPOST 141, OPPOSITE
 GW0687'A SMALL 2-STORY FRAME HOUSE, 52 FEET EAST OF THE CENTERLINE OF
 GW0687'THE NORTH-BOUND TRACK, 20 FEET SOUTH OF A GATE, 1 FOOT WEST OF
 GW0687'THE EAST FENCE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 GW0687'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0993 ***********************************************************************
 GW0993  DESIGNATION -  C 152
 GW0993  PID         -  GW0993
 GW0993  STATE/COUNTY-  VA/AMHERST
 GW0993  USGS QUAD   -  BUENA VISTA (1984)
 GW0993
 GW0993                         *CURRENT SURVEY CONTROL
 GW0993  ___________________________________________________________________
 GW0993* NAD 83(1986)-  37 44 58.     (N)    079 16 47.     (W)     SCALED    
 GW0993* NAVD 88     -       540.174  (meters)    1772.22   (feet)  ADJUSTED  
 GW0993  ___________________________________________________________________
 GW0993  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW0993  DYNAMIC HT  -         539.732 (meters)    1770.77  (feet)  COMP
 GW0993  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GW0993
 GW0993  VERT ORDER  -  SECOND    CLASS 0
 GW0993
 GW0993.The horizontal coordinates were scaled from a topographic map and have
 GW0993.an estimated accuracy of +/- 6 seconds.
 GW0993
 GW0993.The orthometric height was determined by differential leveling
 GW0993.and adjusted by the National Geodetic Survey in June 1991..
 GW0993
 GW0993.The geoid height was determined by GEOID03.
 GW0993
 GW0993.The dynamic height is computed by dividing the NAVD 88
 GW0993.geopotential number by the normal gravity value computed on the
 GW0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0993.degrees latitude (g = 980.6199 gals.).
 GW0993
 GW0993.The modeled gravity was interpolated from observed gravity values.
 GW0993
 GW0993;                    North         East    Units  Estimated Accuracy
 GW0993;SPC VA S     - 1,157,440.    3,431,290.      MT  (+/- 180 meters Scaled)
 GW0993
 GW0993                          SUPERSEDED SURVEY CONTROL
 GW0993
 GW0993  NGVD 29 (??/??/92)  540.356  (m)         1772.82   (f) ADJ UNCH    2 0
 GW0993
 GW0993.Superseded values are not recommended for survey control.
 GW0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0993.See file dsdata.txt to determine how the superseded data were derived.
 GW0993
 GW0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB515794(NAD 83)
 GW0993_MARKER: DB = BENCH MARK DISK
 GW0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0993_STAMPING: C 152 1935
 GW0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0993+STABILITY: SURFACE MOTION
 GW0993
 GW0993  HISTORY     - Date     Condition        Report By
 GW0993  HISTORY     - 1935     MONUMENTED       CGS
 GW0993  HISTORY     - 1938     GOOD             NGS
 GW0993
 GW0993                          STATION DESCRIPTION
 GW0993
 GW0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0993'6.8 MI E FROM BUENA VISTA.
 GW0993'IN AMHERST COUNTY, 6.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM
 GW0993'BUENA VISTA, ROCKBRIDGE COUNTY, 2.1 MILES WEST OF ORONOCO, 12
 GW0993'FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING TO A
 GW0993'FARMHOUSE, 66 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3
 GW0993'FEET EAST OF A GATEPOST, 1 FOOT NORTH OF A FENCE, AND 2 FEET
 GW0993'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED C 152 1935
 GW0993'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0926 ***********************************************************************
 HW0926  DESIGNATION -  C 155
 HW0926  PID         -  HW0926
 HW0926  STATE/COUNTY-  VA/ALBEMARLE
 HW0926  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0926
 HW0926                         *CURRENT SURVEY CONTROL
 HW0926  ___________________________________________________________________
 HW0926* NAD 83(1986)-  38 06 15.     (N)    078 33 16.     (W)     SCALED    
 HW0926* NAVD 88     -       192.042  (meters)     630.06   (feet)  ADJUSTED  
 HW0926  ___________________________________________________________________
 HW0926  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0926  DYNAMIC HT  -         191.907 (meters)     629.61  (feet)  COMP
 HW0926  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 HW0926
 HW0926  VERT ORDER  -  SECOND    CLASS 0
 HW0926
 HW0926.The horizontal coordinates were scaled from a topographic map and have
 HW0926.an estimated accuracy of +/- 6 seconds.
 HW0926
 HW0926.The orthometric height was determined by differential leveling
 HW0926.and adjusted by the National Geodetic Survey in June 1991..
 HW0926
 HW0926.The geoid height was determined by GEOID03.
 HW0926
 HW0926.The dynamic height is computed by dividing the NAVD 88
 HW0926.geopotential number by the normal gravity value computed on the
 HW0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0926.degrees latitude (g = 980.6199 gals.).
 HW0926
 HW0926.The modeled gravity was interpolated from observed gravity values.
 HW0926
 HW0926;                    North         East    Units  Estimated Accuracy
 HW0926;SPC VA S     - 1,196,530.    3,495,230.      MT  (+/- 180 meters Scaled)
 HW0926
 HW0926                          SUPERSEDED SURVEY CONTROL
 HW0926
 HW0926  NGVD 29 (??/??/92)  192.277  (m)          630.83   (f) ADJ UNCH    2 0
 HW0926
 HW0926.Superseded values are not recommended for survey control.
 HW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0926.See file dsdata.txt to determine how the superseded data were derived.
 HW0926
 HW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC144201(NAD 83)
 HW0926_MARKER: DB = BENCH MARK DISK
 HW0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0926_STAMPING: C 155 1935
 HW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0926+STABILITY: SURFACE MOTION
 HW0926
 HW0926  HISTORY     - Date     Condition        Report By
 HW0926  HISTORY     - 1935     MONUMENTED       CGS
 HW0926  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0926
 HW0926                          STATION DESCRIPTION
 HW0926
 HW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0926'4.3 MI S FROM FREE UNION.
 HW0926'4.3 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 601 FROM THE
 HW0926'GENERAL STORE AT FREE UNION, ALBEMARLE COUNTY, THENCE 0.1 MILE
 HW0926'WEST ALONG SECONDARY STATE HIGHWAY 676, 295 FEET SOUTHEAST OF
 HW0926'THE SECOND HOUSE NORTH OF A ROAD JUNCTION, AND 25 FEET EAST OF
 HW0926'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 155
 HW0926'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0518 ***********************************************************************
 HW0518  DESIGNATION -  C 156
 HW0518  PID         -  HW0518
 HW0518  STATE/COUNTY-  VA/ALBEMARLE
 HW0518  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0518
 HW0518                         *CURRENT SURVEY CONTROL
 HW0518  ___________________________________________________________________
 HW0518* NAD 83(1986)-  38 06 32.     (N)    078 25 28.     (W)     SCALED    
 HW0518* NAVD 88     -       133.625  (meters)     438.40   (feet)  ADJUSTED  
 HW0518  ___________________________________________________________________
 HW0518  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0518  DYNAMIC HT  -         133.531 (meters)     438.09  (feet)  COMP
 HW0518  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 HW0518
 HW0518  VERT ORDER  -  SECOND    CLASS 0
 HW0518
 HW0518.The horizontal coordinates were scaled from a topographic map and have
 HW0518.an estimated accuracy of +/- 6 seconds.
 HW0518
 HW0518.The orthometric height was determined by differential leveling
 HW0518.and adjusted by the National Geodetic Survey in June 1991..
 HW0518
 HW0518.The geoid height was determined by GEOID03.
 HW0518
 HW0518.The dynamic height is computed by dividing the NAVD 88
 HW0518.geopotential number by the normal gravity value computed on the
 HW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0518.degrees latitude (g = 980.6199 gals.).
 HW0518
 HW0518.The modeled gravity was interpolated from observed gravity values.
 HW0518
 HW0518;                    North         East    Units  Estimated Accuracy
 HW0518;SPC VA S     - 1,197,060.    3,506,630.      MT  (+/- 180 meters Scaled)
 HW0518
 HW0518                          SUPERSEDED SURVEY CONTROL
 HW0518
 HW0518  NGVD 29 (??/??/92)  133.860  (m)          439.17   (f) ADJ UNCH    2 0
 HW0518
 HW0518.Superseded values are not recommended for survey control.
 HW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0518.See file dsdata.txt to determine how the superseded data were derived.
 HW0518
 HW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC258210(NAD 83)
 HW0518_MARKER: DB = BENCH MARK DISK
 HW0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0518_SP_SET: PIER
 HW0518_STAMPING: C 156 1935
 HW0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0518
 HW0518  HISTORY     - Date     Condition        Report By
 HW0518  HISTORY     - 1935     MONUMENTED       CGS
 HW0518  HISTORY     - 1964     GOOD             NGS
 HW0518
 HW0518                          STATION DESCRIPTION
 HW0518
 HW0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0518'AT PROFFIT.
 HW0518'AT PROFFIT, ALBEMARLE COUNTY, ON SECONDARY STATE HIGHWAY 649,
 HW0518'0.1 MILE NORTH OF THE SOUTHERN RAILWAY STATION, AT THE HIGHWAY
 HW0518'BRIDGE OVER THE TRACKS, BETWEEN THE TWO MIDDLE 10- BY 10-INCH COLUMNS,
 HW0518'AND IN THE CENTER OF THE TOP OF THE EAST CONCRETE PIER.  A
 HW0518'STANDARD DISK, STAMPED C 156 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0903 ***********************************************************************
 HW0903  DESIGNATION -  C 157 RESET 1958
 HW0903  PID         -  HW0903
 HW0903  STATE/COUNTY-  VA/ROCKINGHAM
 HW0903  USGS QUAD   -  GROTTOES (1987)
 HW0903
 HW0903                         *CURRENT SURVEY CONTROL
 HW0903  ___________________________________________________________________
 HW0903* NAD 83(1986)-  38 22 02.     (N)    078 49 57.     (W)     SCALED    
 HW0903* NAVD 88     -       391.55   (+/-2cm)    1284.6    (feet)  VERTCON   
 HW0903  ___________________________________________________________________
 HW0903  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0903
 HW0903  VERT ORDER  -  THIRD (See Below)
 HW0903
 HW0903.The horizontal coordinates were scaled from a topographic map and have
 HW0903.an estimated accuracy of +/- 6 seconds.
 HW0903
 HW0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0903.The vertical order pertains to the NGVD 29 superseded value.
 HW0903
 HW0903.The geoid height was determined by GEOID03.
 HW0903
 HW0903;                    North         East    Units  Estimated Accuracy
 HW0903;SPC VA N     - 2,077,810.    3,470,940.      MT  (+/- 180 meters Scaled)
 HW0903
 HW0903                          SUPERSEDED SURVEY CONTROL
 HW0903
 HW0903  NGVD 29 (03/21/06)  391.70   (m)         1285.1    (f) RESET       3  
 HW0903
 HW0903.Superseded values are not recommended for survey control.
 HW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0903.See file dsdata.txt to determine how the superseded data were derived.
 HW0903
 HW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC893487(NAD 83)
 HW0903_MARKER: DB = BENCH MARK DISK
 HW0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0903_STAMPING: C 157 RESET 1958
 HW0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0903+STABILITY: SURFACE MOTION
 HW0903
 HW0903  HISTORY     - Date     Condition        Report By
 HW0903  HISTORY     - 1958     MONUMENTED       CGS
 HW0903  HISTORY     - 19971015 GOOD             USPSQD
 HW0903
 HW0903                          STATION DESCRIPTION
 HW0903
 HW0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0903'0.8 MI N FROM CROSSKEYS.
 HW0903'0.8 MILE NORTH OF CROSSKEYS ON STATE HIGHWAY 276, 165 FEET
 HW0903'SOUTH ALONG THE HIGHWAY FROM THE CENTERLINE OF THE CROSSROAD, 86
 HW0903'FEET WEST OF THE HIGHWAY, 68.5 FEET WEST OF THE RIGHT OF WAY
 HW0903'FENCE, 44 STEPS SOUTH OF A SMALL PRIVATE CEMETERY AND 83 STEPS
 HW0903'NORTH OF THE NORTHEAST CORNER OF A LARGE WHITE BARN.  SET IN
 HW0903'A 2 FOOT SQUARE CONCRETE POST PROJECTING 8 INCHES.
 HW0903
 HW0903                          STATION RECOVERY (1997)
 HW0903
 HW0903'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1747 ***********************************************************************
 HW1747  DESIGNATION -  C 159
 HW1747  PID         -  HW1747
 HW1747  STATE/COUNTY-  VA/AUGUSTA
 HW1747  USGS QUAD   -  GREENVILLE (1972)
 HW1747
 HW1747                         *CURRENT SURVEY CONTROL
 HW1747  ___________________________________________________________________
 HW1747* NAD 83(1986)-  38 02 10.     (N)    079 14 31.     (W)     SCALED    
 HW1747* NAVD 88     -       566.713  (meters)    1859.29   (feet)  ADJUSTED  
 HW1747  ___________________________________________________________________
 HW1747  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HW1747  DYNAMIC HT  -         566.264 (meters)    1857.82  (feet)  COMP
 HW1747  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 HW1747
 HW1747  VERT ORDER  -  SECOND    CLASS 0
 HW1747
 HW1747.The horizontal coordinates were scaled from a topographic map and have
 HW1747.an estimated accuracy of +/- 6 seconds.
 HW1747
 HW1747.The orthometric height was determined by differential leveling
 HW1747.and adjusted by the National Geodetic Survey in June 1991..
 HW1747
 HW1747.The geoid height was determined by GEOID03.
 HW1747
 HW1747.The dynamic height is computed by dividing the NAVD 88
 HW1747.geopotential number by the normal gravity value computed on the
 HW1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1747.degrees latitude (g = 980.6199 gals.).
 HW1747
 HW1747.The modeled gravity was interpolated from observed gravity values.
 HW1747
 HW1747;                    North         East    Units  Estimated Accuracy
 HW1747;SPC VA N     - 2,041,270.    3,434,870.      MT  (+/- 180 meters Scaled)
 HW1747
 HW1747                          SUPERSEDED SURVEY CONTROL
 HW1747
 HW1747  NGVD 29 (??/??/92)  566.846  (m)         1859.73   (f) ADJ UNCH    2 0
 HW1747
 HW1747.Superseded values are not recommended for survey control.
 HW1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1747.See file dsdata.txt to determine how the superseded data were derived.
 HW1747
 HW1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC542112(NAD 83)
 HW1747_MARKER: DB = BENCH MARK DISK
 HW1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1747_STAMPING: C 159 1935
 HW1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1747+STABILITY: SURFACE MOTION
 HW1747
 HW1747  HISTORY     - Date     Condition        Report By
 HW1747  HISTORY     - 1935     MONUMENTED       CGS
 HW1747
 HW1747                          STATION DESCRIPTION
 HW1747
 HW1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1747'2.2 MI SW FROM MIDDLEBROOK.
 HW1747'2.2 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1747'AT MIDDLEBROOK, AUGUSTA COUNTY, 18 FEET SOUTHEAST OF THE CENTER
 HW1747'LINE OF THE ROAD, 3 FEET SOUTHWEST OF A RAIL FENCE BETWEEN A
 HW1747'CULTIVATED FIELD AND A PASTURE, AND AT THE RIGHT-OF-WAY FENCE.
 HW1747'A STANDARD DISK, STAMPED C 159 1935 AND SET IN THE TOP OF A
 HW1747'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0426 ***********************************************************************
 HW0426  DESIGNATION -  C 16
 HW0426  PID         -  HW0426
 HW0426  STATE/COUNTY-  VA/ORANGE
 HW0426  USGS QUAD   -  GORDONSVILLE (1984)
 HW0426
 HW0426                         *CURRENT SURVEY CONTROL
 HW0426  ___________________________________________________________________
 HW0426* NAD 83(1986)-  38 12 13.     (N)    078 13 25.     (W)     SCALED    
 HW0426* NAVD 88     -       123.166  (meters)     404.09   (feet)  ADJUSTED  
 HW0426  ___________________________________________________________________
 HW0426  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0426  DYNAMIC HT  -         123.084 (meters)     403.82  (feet)  COMP
 HW0426  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 HW0426
 HW0426  VERT ORDER  -  SECOND    CLASS 0
 HW0426
 HW0426.The horizontal coordinates were scaled from a topographic map and have
 HW0426.an estimated accuracy of +/- 6 seconds.
 HW0426
 HW0426.The orthometric height was determined by differential leveling
 HW0426.and adjusted by the National Geodetic Survey in June 1991..
 HW0426
 HW0426.The geoid height was determined by GEOID03.
 HW0426
 HW0426.The dynamic height is computed by dividing the NAVD 88
 HW0426.geopotential number by the normal gravity value computed on the
 HW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0426.degrees latitude (g = 980.6199 gals.).
 HW0426
 HW0426.The modeled gravity was interpolated from observed gravity values.
 HW0426
 HW0426;                    North         East    Units  Estimated Accuracy
 HW0426;SPC VA N     - 2,059,640.    3,524,210.      MT  (+/- 180 meters Scaled)
 HW0426
 HW0426                          SUPERSEDED SURVEY CONTROL
 HW0426
 HW0426  NGVD 29 (??/??/92)  123.39   (m)          404.8    (f) COMPUTED    2 0
 HW0426
 HW0426.Superseded values are not recommended for survey control.
 HW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0426.See file dsdata.txt to determine how the superseded data were derived.
 HW0426
 HW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC431320(NAD 83)
 HW0426_MARKER: DB = BENCH MARK DISK
 HW0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0426_SP_SET: BRIDGE
 HW0426_STAMPING: C 16 1926
 HW0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0426
 HW0426  HISTORY     - Date     Condition        Report By
 HW0426  HISTORY     - 1926     MONUMENTED       USGS
 HW0426  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0426  HISTORY     - 1964     MARK NOT FOUND   NGS
 HW0426  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0426  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0426
 HW0426                          STATION DESCRIPTION
 HW0426
 HW0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0426'0.4 MI SW FROM SOMERSET.
 HW0426'ABOUT 0.4 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM SOMERSET,
 HW0426'ORANGE COUNTY, ABOUT 200 FEET NORTHEAST OF A PUMPING STATION, AT
 HW0426'THE NORTHEAST CORNER OF A DOUBLE 30-FOOT ARCH BRIDGE, AND IN
 HW0426'THE TOP OF THE NORTH END OF THE CONCRETE COPING.  A UNITED STATES
 HW0426'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 16 1926.
 HW0426
 HW0426                          STATION RECOVERY (1964)
 HW0426
 HW0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0426'MARK NOT FOUND.
 HW0426
 HW0426                          STATION RECOVERY (1998)
 HW0426
 HW0426'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0426'MARK NOT FOUND.
 HW0426
 HW0426                          STATION RECOVERY (2003)
 HW0426
 HW0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0428 ***********************************************************************
 HW0428  DESIGNATION -  C 17
 HW0428  PID         -  HW0428
 HW0428  STATE/COUNTY-  VA/ORANGE
 HW0428  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0428
 HW0428                         *CURRENT SURVEY CONTROL
 HW0428  ___________________________________________________________________
 HW0428* NAD 83(1986)-  38 10 33.     (N)    078 16 11.     (W)     SCALED    
 HW0428* NAVD 88     -       139.464  (meters)     457.56   (feet)  ADJUSTED  
 HW0428  ___________________________________________________________________
 HW0428  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0428  DYNAMIC HT  -         139.371 (meters)     457.25  (feet)  COMP
 HW0428  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HW0428
 HW0428  VERT ORDER  -  SECOND    CLASS 0
 HW0428
 HW0428.The horizontal coordinates were scaled from a topographic map and have
 HW0428.an estimated accuracy of +/- 6 seconds.
 HW0428
 HW0428.The orthometric height was determined by differential leveling
 HW0428.and adjusted by the National Geodetic Survey in June 1991..
 HW0428
 HW0428.The geoid height was determined by GEOID03.
 HW0428
 HW0428.The dynamic height is computed by dividing the NAVD 88
 HW0428.geopotential number by the normal gravity value computed on the
 HW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0428.degrees latitude (g = 980.6199 gals.).
 HW0428
 HW0428.The modeled gravity was interpolated from observed gravity values.
 HW0428
 HW0428;                    North         East    Units  Estimated Accuracy
 HW0428;SPC VA N     - 2,056,540.    3,520,180.      MT  (+/- 180 meters Scaled)
 HW0428
 HW0428                          SUPERSEDED SURVEY CONTROL
 HW0428
 HW0428  NGVD 29 (??/??/92)  139.687  (m)          458.29   (f) ADJ UNCH    2 0
 HW0428
 HW0428.Superseded values are not recommended for survey control.
 HW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0428.See file dsdata.txt to determine how the superseded data were derived.
 HW0428
 HW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC391288(NAD 83)
 HW0428_MARKER: DB = BENCH MARK DISK
 HW0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0428_SP_SET: CULVERT
 HW0428_STAMPING: C 17 1926
 HW0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0428+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW0428
 HW0428  HISTORY     - Date     Condition        Report By
 HW0428  HISTORY     - 1926     MONUMENTED       USGS
 HW0428  HISTORY     - 1964     GOOD             NGS
 HW0428  HISTORY     - 19980924 GOOD             USPSQD
 HW0428  HISTORY     - 20030308 GOOD             USPSQD
 HW0428  HISTORY     - 20060106 GOOD             USPSQD
 HW0428
 HW0428                          STATION DESCRIPTION
 HW0428
 HW0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0428'0.7 MI NE FROM BARBOURSVILLE.
 HW0428'ABOUT 0.7 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM
 HW0428'BARBOURSVILLE, ORANGE COUNTY, ABOUT 450 FEET SOUTH OF MILEPOST
 HW0428'95, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST HEAD WALL,
 HW0428'AND 1.6 FEET SOUTHWEST OF THE NORTHEAST END.  A UNITED STATES
 HW0428'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 17 1926.
 HW0428
 HW0428                          STATION RECOVERY (1998)
 HW0428
 HW0428'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0428'RECOVERED IN GOOD CONDITION.
 HW0428
 HW0428                          STATION RECOVERY (2003)
 HW0428
 HW0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0428'RECOVERED IN GOOD CONDITION.
 HW0428
 HW0428                          STATION RECOVERY (2006)
 HW0428
 HW0428'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0015 ***********************************************************************
 GW0015  DESIGNATION -  C 17
 GW0015  PID         -  GW0015
 GW0015  STATE/COUNTY-  VA/GOOCHLAND
 GW0015  USGS QUAD   -  CARTERSVILLE (1979)
 GW0015
 GW0015                         *CURRENT SURVEY CONTROL
 GW0015  ___________________________________________________________________
 GW0015* NAD 83(1986)-  37 39 23.     (N)    078 03 20.     (W)     SCALED    
 GW0015* NAVD 88     -        57.538  (meters)     188.77   (feet)  ADJUSTED  
 GW0015  ___________________________________________________________________
 GW0015  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW0015  DYNAMIC HT  -          57.499 (meters)     188.64  (feet)  COMP
 GW0015  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 GW0015
 GW0015  VERT ORDER  -  FIRST     CLASS II
 GW0015
 GW0015.The horizontal coordinates were scaled from a topographic map and have
 GW0015.an estimated accuracy of +/- 6 seconds.
 GW0015
 GW0015.The orthometric height was determined by differential leveling
 GW0015.and adjusted by the National Geodetic Survey in June 1991..
 GW0015
 GW0015.The geoid height was determined by GEOID03.
 GW0015
 GW0015.The dynamic height is computed by dividing the NAVD 88
 GW0015.geopotential number by the normal gravity value computed on the
 GW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0015.degrees latitude (g = 980.6199 gals.).
 GW0015
 GW0015.The modeled gravity was interpolated from observed gravity values.
 GW0015
 GW0015;                    North         East    Units  Estimated Accuracy
 GW0015;SPC VA S     - 1,146,920.    3,539,220.      MT  (+/- 180 meters Scaled)
 GW0015
 GW0015                          SUPERSEDED SURVEY CONTROL
 GW0015
 GW0015  NGVD 29 (??/??/92)   57.822  (m)          189.70   (f) ADJ UNCH    1 2
 GW0015
 GW0015.Superseded values are not recommended for survey control.
 GW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0015.See file dsdata.txt to determine how the superseded data were derived.
 GW0015
 GW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB597717(NAD 83)
 GW0015_MARKER: DB = BENCH MARK DISK
 GW0015_SETTING: 66 = SET IN ROCK OUTCROP
 GW0015_SP_SET: ROCK LEDGE
 GW0015_STAMPING: 189.698 C 17 1929
 GW0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0015+STABILITY: POSITION/ELEVATION WELL
 GW0015
 GW0015  HISTORY     - Date     Condition        Report By
 GW0015  HISTORY     - 1929     MONUMENTED       CGS
 GW0015  HISTORY     - 1934     GOOD             NGS
 GW0015  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0015  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0015
 GW0015                          STATION DESCRIPTION
 GW0015
 GW0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0015'AT SELDEN.
 GW0015'AT SELDEN, GOOCHLAND COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0015'NEAR THE FORMER SITE OF THE STATION, 84 FEET WEST OF MILEPOST 45,
 GW0015'88 FEET NORTH OF THE CENTERLINE OF THE TRACK, 14 FEET NORTH OF
 GW0015'A FENCE, IN A SHELF CUT IN A ROCK LEDGE, AND ABOUT 7 FEET HIGHER
 GW0015'THAN THE RAIL.  A STANDARD DISK, STAMPED 189.698 C 17 1929.
 GW0015
 GW0015                          STATION RECOVERY (1983)
 GW0015
 GW0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0015'NOT SEARCHED FOR, THE MARK IS INACCESSIBLE AT THIS TIME.
 GW0015
 GW0015                          STATION RECOVERY (1998)
 GW0015
 GW0015'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1480 ***********************************************************************
 HW1480  DESIGNATION -  C 170
 HW1480  PID         -  HW1480
 HW1480  STATE/COUNTY-  VA/ROCKINGHAM
 HW1480  USGS QUAD   -  COW KNOB (1967)
 HW1480
 HW1480                         *CURRENT SURVEY CONTROL
 HW1480  ___________________________________________________________________
 HW1480* NAD 83(1986)-  38 39 21.     (N)    079 06 09.     (W)     SCALED    
 HW1480* NAVD 88     -      1119.496  (meters)    3672.88   (feet)  ADJUSTED  
 HW1480  ___________________________________________________________________
 HW1480  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 HW1480  DYNAMIC HT  -        1118.571 (meters)    3669.84  (feet)  COMP
 HW1480  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 HW1480
 HW1480  VERT ORDER  -  SECOND    CLASS 0
 HW1480
 HW1480.The horizontal coordinates were scaled from a topographic map and have
 HW1480.an estimated accuracy of +/- 6 seconds.
 HW1480
 HW1480.The orthometric height was determined by differential leveling
 HW1480.and adjusted by the National Geodetic Survey in June 1991..
 HW1480
 HW1480.The geoid height was determined by GEOID03.
 HW1480
 HW1480.The dynamic height is computed by dividing the NAVD 88
 HW1480.geopotential number by the normal gravity value computed on the
 HW1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1480.degrees latitude (g = 980.6199 gals.).
 HW1480
 HW1480.The modeled gravity was interpolated from observed gravity values.
 HW1480
 HW1480;                    North         East    Units  Estimated Accuracy
 HW1480;SPC VA N     - 2,109,970.    3,447,560.      MT  (+/- 180 meters Scaled)
 HW1480
 HW1480                          SUPERSEDED SURVEY CONTROL
 HW1480
 HW1480  NGVD 29 (??/??/92) 1119.560  (m)         3673.09   (f) ADJ UNCH    2 0
 HW1480
 HW1480.Superseded values are not recommended for survey control.
 HW1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1480.See file dsdata.txt to determine how the superseded data were derived.
 HW1480
 HW1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC651802(NAD 83)
 HW1480_MARKER: DB = BENCH MARK DISK
 HW1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1480_STAMPING: C 170 1935
 HW1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1480+STABILITY: SURFACE MOTION
 HW1480
 HW1480  HISTORY     - Date     Condition        Report By
 HW1480  HISTORY     - 1935     MONUMENTED       CGS
 HW1480  HISTORY     - 1954     GOOD             USE
 HW1480
 HW1480                          STATION DESCRIPTION
 HW1480
 HW1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1480'1 MI E FROM HALL SPRINGS.
 HW1480'1.0 MILE EAST ALONG A ROAD FROM HALL SPRINGS, ROCKINGHAM COUNTY,
 HW1480'AT THE TOP OF SHENANDOAH MOUNTAIN, AT THE JUNCTION OF A TRAIL
 HW1480'LEADING SOUTH TO DRY RIVER, 15 FEET NORTH OF THE CENTER OF THE
 HW1480'JUNCTION, AND 46 FEET EAST OF THE CENTERLINE OF THE ROAD OPPOSITE
 HW1480'A SMALL FIR TREE.  A STANDARD DISK, STAMPED C 170 1935 AND SET
 HW1480'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 HW1480
 HW1480                          STATION RECOVERY (1954)
 HW1480
 HW1480'RECOVERY NOTE BY US ENGINEERS 1954
 HW1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0431 ***********************************************************************
 HW0431  DESIGNATION -  C 18
 HW0431  PID         -  HW0431
 HW0431  STATE/COUNTY-  VA/ALBEMARLE
 HW0431  USGS QUAD   -  BARBOURSVILLE (1986)
 HW0431
 HW0431                         *CURRENT SURVEY CONTROL
 HW0431  ___________________________________________________________________
 HW0431* NAD 83(1986)-  38 10 24.     (N)    078 20 02.     (W)     SCALED    
 HW0431* NAVD 88     -       126.557  (meters)     415.21   (feet)  ADJUSTED  
 HW0431  ___________________________________________________________________
 HW0431  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0431  DYNAMIC HT  -         126.470 (meters)     414.93  (feet)  COMP
 HW0431  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 HW0431
 HW0431  VERT ORDER  -  SECOND    CLASS 0
 HW0431
 HW0431.The horizontal coordinates were scaled from a topographic map and have
 HW0431.an estimated accuracy of +/- 6 seconds.
 HW0431
 HW0431.The orthometric height was determined by differential leveling
 HW0431.and adjusted by the National Geodetic Survey in June 1991..
 HW0431
 HW0431.The geoid height was determined by GEOID03.
 HW0431
 HW0431.The dynamic height is computed by dividing the NAVD 88
 HW0431.geopotential number by the normal gravity value computed on the
 HW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0431.degrees latitude (g = 980.6199 gals.).
 HW0431
 HW0431.The modeled gravity was interpolated from observed gravity values.
 HW0431
 HW0431;                    North         East    Units  Estimated Accuracy
 HW0431;SPC VA S     - 1,204,220.    3,514,560.      MT  (+/- 180 meters Scaled)
 HW0431
 HW0431                          SUPERSEDED SURVEY CONTROL
 HW0431
 HW0431  NGVD 29 (??/??/92)  126.789  (m)          415.97   (f) ADJ UNCH    2 0
 HW0431
 HW0431.Superseded values are not recommended for survey control.
 HW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0431.See file dsdata.txt to determine how the superseded data were derived.
 HW0431
 HW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC335284(NAD 83)
 HW0431_MARKER: DD = SURVEY DISK
 HW0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0431_SP_SET: CULVERT
 HW0431_STAMPING: C 18 1926
 HW0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0431
 HW0431  HISTORY     - Date     Condition        Report By
 HW0431  HISTORY     - 1926     MONUMENTED       USGS
 HW0431  HISTORY     - 1964     GOOD             NGS
 HW0431
 HW0431                          STATION DESCRIPTION
 HW0431
 HW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0431'0.6 MI NW FROM BURNLEY.
 HW0431'ABOUT 0.6 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM BURNLEY,
 HW0431'ALBEMARLE COUNTY, ABOUT 130 FEET WEST OF A POINT 50 FEET SOUTH OF
 HW0431'THE ORANGE-ALBEMARLE COUNTY-LINE MARKER, AT THE SOUTH END OF A
 HW0431'CONCRETE CULVERT, AND IN THE TOP OF THE WEST END OF THE CONCRETE
 HW0431'COPING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HW0431'C 18 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0877 ***********************************************************************
 GW0877  DESIGNATION -  C 18
 GW0877  PID         -  GW0877
 GW0877  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0877  USGS QUAD   -  LEXINGTON (1978)
 GW0877
 GW0877                         *CURRENT SURVEY CONTROL
 GW0877  ___________________________________________________________________
 GW0877* NAD 83(1986)-  37 45 02.     (N)    079 22 44.     (W)     SCALED    
 GW0877* NAVD 88     -       259.175  (meters)     850.31   (feet)  POSTED    
 GW0877  ___________________________________________________________________
 GW0877  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW0877  DYNAMIC HT  -         258.970 (meters)     849.64  (feet)  COMP
 GW0877  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GW0877
 GW0877  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0877
 GW0877.The horizontal coordinates were scaled from a topographic map and have
 GW0877.an estimated accuracy of +/- 6 seconds.
 GW0877
 GW0877.The orthometric height was determined by differential leveling
 GW0877.and adjusted by the National Geodetic Survey in 1992..
 GW0877.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0877.rate of 0.0 thru 1.0 mm/km.
 GW0877
 GW0877.The geoid height was determined by GEOID03.
 GW0877
 GW0877.The dynamic height is computed by dividing the NAVD 88
 GW0877.geopotential number by the normal gravity value computed on the
 GW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0877.degrees latitude (g = 980.6199 gals.).
 GW0877
 GW0877.The modeled gravity was interpolated from observed gravity values.
 GW0877
 GW0877;                    North         East    Units  Estimated Accuracy
 GW0877;SPC VA S     - 1,157,640.    3,422,550.      MT  (+/- 180 meters Scaled)
 GW0877
 GW0877                          SUPERSEDED SURVEY CONTROL
 GW0877
 GW0877  NGVD 29 (??/??/92)  259.365  (m)          850.93   (f) ADJ UNCH    1 2
 GW0877
 GW0877.Superseded values are not recommended for survey control.
 GW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0877.See file dsdata.txt to determine how the superseded data were derived.
 GW0877
 GW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB428793(NAD 83)
 GW0877_MARKER: DB = BENCH MARK DISK
 GW0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0877_SP_SET: CONCRETE SLAB
 GW0877_STAMPING: C 18 1929
 GW0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0877
 GW0877  HISTORY     - Date     Condition        Report By
 GW0877  HISTORY     - 1929     MONUMENTED       CGS
 GW0877  HISTORY     - 1934     MARK NOT FOUND   NGS
 GW0877
 GW0877                          STATION DESCRIPTION
 GW0877
 GW0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 GW0877'1.7 MI NW FROM BUENA VISTA.
 GW0877'1.7 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0877'THE STATION AT BUENA VISTA, ROCKBRIDGE COUNTY, 0.3 MILE SOUTHEAST
 GW0877'OF MILEPOST 13, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT
 GW0877'THE OLD DAM, 65 FEET NORTHEAST OF THE GATEWAY TO THE SPILLWAY,
 GW0877'35 FEET NORTHWEST OF THE DISCHARGE SPILLWAY, 6 FEET NORTH OF THE
 GW0877'NORTH WALL OF THE SPILLWAY AND IN THE TOP OF A CONCRETE SLAB.  A
 GW0877'STANDARD DISK, STAMPED C 18 1929.
 GW0877
 GW0877                          STATION RECOVERY (1934)
 GW0877
 GW0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GW0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0269 ***********************************************************************
 GA0269  DESIGNATION -  C 185 X
 GA0269  PID         -  GA0269
 GA0269  STATE/COUNTY-  VA/SCOTT
 GA0269  USGS QUAD   -  MENDOTA (1976)
 GA0269
 GA0269                         *CURRENT SURVEY CONTROL
 GA0269  ___________________________________________________________________
 GA0269* NAD 83(1986)-  36 39 28.     (N)    082 20 48.     (W)     SCALED    
 GA0269* NAVD 88     -       434.368  (meters)    1425.09   (feet)  ADJUSTED  
 GA0269  ___________________________________________________________________
 GA0269  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA0269  DYNAMIC HT  -         433.978 (meters)    1423.81  (feet)  COMP
 GA0269  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 GA0269
 GA0269  VERT ORDER  -  FIRST     CLASS II
 GA0269
 GA0269.The horizontal coordinates were scaled from a topographic map and have
 GA0269.an estimated accuracy of +/- 6 seconds.
 GA0269
 GA0269.The orthometric height was determined by differential leveling
 GA0269.and adjusted by the National Geodetic Survey in June 1991..
 GA0269
 GA0269.The geoid height was determined by GEOID03.
 GA0269
 GA0269.The dynamic height is computed by dividing the NAVD 88
 GA0269.geopotential number by the normal gravity value computed on the
 GA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0269.degrees latitude (g = 980.6199 gals.).
 GA0269
 GA0269.The modeled gravity was interpolated from observed gravity values.
 GA0269
 GA0269;                    North         East    Units  Estimated Accuracy
 GA0269;SPC VA S     - 1,043,010.    3,156,160.      MT  (+/- 180 meters Scaled)
 GA0269
 GA0269                          SUPERSEDED SURVEY CONTROL
 GA0269
 GA0269  NGVD 29 (??/??/92)  434.497  (m)         1425.51   (f) ADJ UNCH    1 2
 GA0269
 GA0269.Superseded values are not recommended for survey control.
 GA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0269.See file dsdata.txt to determine how the superseded data were derived.
 GA0269
 GA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA796577(NAD 83)
 GA0269_MARKER: DB = BENCH MARK DISK
 GA0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0269_SP_SET: BRIDGE
 GA0269_STAMPING: C 185 X 1935
 GA0269_MARK LOGO: CGS   
 GA0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0269
 GA0269  HISTORY     - Date     Condition        Report By
 GA0269  HISTORY     - 1935     MONUMENTED       CGS
 GA0269  HISTORY     - 1964     GOOD             TVA
 GA0269  HISTORY     - 1984     GOOD             NGS
 GA0269
 GA0269                          STATION DESCRIPTION
 GA0269
 GA0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0269'5.3 MI S FROM MENDOTA.
 GA0269'IN SCOTT COUNTY, 5.3 MILES SOUTH ALONG COUNTY HIGHWAY 615 FROM
 GA0269'THE POST OFFICE AT MENDOTA, WASHINGTON COUNTY, AT THE JUNCTION
 GA0269'OF U.S. HIGHWAY 58, AT A SMALL STEEL-TRUSS BRIDGE, OVER COAL
 GA0269'CREEK, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, AND LEVEL
 GA0269'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 185 X 1935.
 GA0269
 GA0269                          STATION RECOVERY (1964)
 GA0269
 GA0269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0269'RECOVERED IN GOOD CONDITION.
 GA0269
 GA0269                          STATION RECOVERY (1984)
 GA0269
 GA0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0269'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 19.0 KM
 GA0269'(11.85 MI) WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S.
 GA0269'HIGHWAYS 11W AND 421 IN BRISTOL TO THE MARK ON THE LEFT, IN THE
 GA0269'SOUTHWEST ABUTMENT OF A BRIDGE, 4.2 METERS (14.0 FT) SOUTH OF THE
 GA0269'CENTERLINE OF THE HIGHWAY.
 GA0269'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2217 ***********************************************************************
 FZ2217  DESIGNATION -  C 186 RESET
 FZ2217  PID         -  FZ2217
 FZ2217  STATE/COUNTY-  VA/WASHINGTON
 FZ2217  USGS QUAD   -  DAMASCUS (1969)
 FZ2217
 FZ2217                         *CURRENT SURVEY CONTROL
 FZ2217  ___________________________________________________________________
 FZ2217* NAD 83(1986)-  36 42 12.     (N)    081 47 15.     (W)     SCALED    
 FZ2217* NAVD 88     -       659.40   (meters)    2163.4    (feet)  RESET     
 FZ2217  ___________________________________________________________________
 FZ2217  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ2217
 FZ2217  VERT ORDER  -  THIRD
 FZ2217
 FZ2217.The horizontal coordinates were scaled from a topographic map and have
 FZ2217.an estimated accuracy of +/- 6 seconds.
 FZ2217
 FZ2217.The orthometric height was computed from unverified reset data.
 FZ2217.No vertical observational check was made to the station.
 FZ2217
 FZ2217.The geoid height was determined by GEOID03.
 FZ2217
 FZ2217;                    North         East    Units  Estimated Accuracy
 FZ2217;SPC VA S     - 1,046,180.    3,206,300.      MT  (+/- 180 meters Scaled)
 FZ2217
 FZ2217                          SUPERSEDED SURVEY CONTROL
 FZ2217
 FZ2217  NGVD 29 (03/21/06)  659.46   (m)         2163.6    (f) RESET       3  
 FZ2217
 FZ2217.Superseded values are not recommended for survey control.
 FZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2217.See file dsdata.txt to determine how the superseded data were derived.
 FZ2217
 FZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA296622(NAD 83)
 FZ2217_MARKER: DB = BENCH MARK DISK
 FZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2217_SP_SET: CONCRETE POST
 FZ2217_STAMPING: C 186 RESET 1985
 FZ2217_MARK LOGO: VADHT 
 FZ2217_PROJECTION: FLUSH
 FZ2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2217+STABILITY: SURFACE MOTION
 FZ2217
 FZ2217  HISTORY     - Date     Condition        Report By
 FZ2217  HISTORY     - 1985     MONUMENTED       VADHT
 FZ2217
 FZ2217                          STATION DESCRIPTION
 FZ2217
 FZ2217'DESCRIBED BY VA DEPT HWYS-TRANSP 1985
 FZ2217'6.4 KM (3.95 MI) NORTH FROM DAMASCUS.
 FZ2217'3.95 MI. NORTH ALONG RTE 91 FROM THE NORTH CORPORATE LIMITS OF
 FZ2217'DAMASCUS.  0.23 MI. NORTHEAST RTE. 724 ON THE SOUTHEAST SIDE OF RTE.
 FZ2217'91. 2 FT WEST OF WEST GATEPOST.  60 FT SOUTHEAST CENTER LINE RTE.
 FZ2217'91. 2.5 FT NORTHWEST RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0587 ***********************************************************************
 HW0587  DESIGNATION -  C 187
 HW0587  PID         -  HW0587
 HW0587  STATE/COUNTY-  VA/MADISON
 HW0587  USGS QUAD   -  ROCHELLE (1987)
 HW0587
 HW0587                         *CURRENT SURVEY CONTROL
 HW0587  ___________________________________________________________________
 HW0587* NAD 83(1986)-  38 21 18.     (N)    078 20 48.     (W)     SCALED    
 HW0587* NAVD 88     -       225.819  (meters)     740.87   (feet)  ADJUSTED  
 HW0587  ___________________________________________________________________
 HW0587  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0587  DYNAMIC HT  -         225.664 (meters)     740.37  (feet)  COMP
 HW0587  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HW0587
 HW0587  VERT ORDER  -  SECOND    CLASS 0
 HW0587
 HW0587.The horizontal coordinates were scaled from a topographic map and have
 HW0587.an estimated accuracy of +/- 6 seconds.
 HW0587
 HW0587.The orthometric height was determined by differential leveling
 HW0587.and adjusted by the National Geodetic Survey in June 1991..
 HW0587
 HW0587.The geoid height was determined by GEOID03.
 HW0587
 HW0587.The dynamic height is computed by dividing the NAVD 88
 HW0587.geopotential number by the normal gravity value computed on the
 HW0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0587.degrees latitude (g = 980.6199 gals.).
 HW0587
 HW0587.The modeled gravity was interpolated from observed gravity values.
 HW0587
 HW0587;                    North         East    Units  Estimated Accuracy
 HW0587;SPC VA N     - 2,076,420.    3,513,400.      MT  (+/- 180 meters Scaled)
 HW0587
 HW0587                          SUPERSEDED SURVEY CONTROL
 HW0587
 HW0587  NGVD 29 (??/??/92)  226.023  (m)          741.54   (f) ADJ UNCH    2 0
 HW0587
 HW0587.Superseded values are not recommended for survey control.
 HW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0587.See file dsdata.txt to determine how the superseded data were derived.
 HW0587
 HW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC318485(NAD 83)
 HW0587_MARKER: DB = BENCH MARK DISK
 HW0587_SETTING: 80 = SET IN A BOULDER
 HW0587_STAMPING: C 187 1935
 HW0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0587+STABILITY: SURFACE MOTION
 HW0587
 HW0587  HISTORY     - Date     Condition        Report By
 HW0587  HISTORY     - 1935     MONUMENTED       CGS
 HW0587
 HW0587                          STATION DESCRIPTION
 HW0587
 HW0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0587'AT WOLFTOWN.
 HW0587'AT WOLFTOWN, MADISON COUNTY, ON STATE HIGHWAY 230, ABOUT 200 FEET
 HW0587'NORTH OF THE POST OFFICE, ABOUT 100 YARDS NORTHEAST OF THE
 HW0587'JUNCTION OF COUNTY ROAD 662, 25 FEET NORTH OF THE CENTER LINE
 HW0587'OF STATE HIGHWAY 230, AND IN THE TOP OF A BOULDER.  A STANDARD
 HW0587'DISK, STAMPED C 187 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1741 ***********************************************************************
 HW1741  DESIGNATION -  C 19
 HW1741  PID         -  HW1741
 HW1741  STATE/COUNTY-  VA/AUGUSTA
 HW1741  USGS QUAD   -  STAUNTON (1986)
 HW1741
 HW1741                         *CURRENT SURVEY CONTROL
 HW1741  ___________________________________________________________________
 HW1741* NAD 83(1986)-  38 12 04.     (N)    079 00 26.     (W)     SCALED    
 HW1741* NAVD 88     -       389.889  (meters)    1279.16   (feet)  POSTED    
 HW1741  ___________________________________________________________________
 HW1741  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW1741  DYNAMIC HT  -         389.600 (meters)    1278.21  (feet)  COMP
 HW1741  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HW1741
 HW1741  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HW1741
 HW1741.The horizontal coordinates were scaled from a topographic map and have
 HW1741.an estimated accuracy of +/- 6 seconds.
 HW1741
 HW1741.The orthometric height was determined by differential leveling
 HW1741.and adjusted by the National Geodetic Survey in 1992..
 HW1741.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HW1741.rate of 0.0 thru 1.0 mm/km.
 HW1741
 HW1741.The geoid height was determined by GEOID03.
 HW1741
 HW1741.The dynamic height is computed by dividing the NAVD 88
 HW1741.geopotential number by the normal gravity value computed on the
 HW1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1741.degrees latitude (g = 980.6199 gals.).
 HW1741
 HW1741.The modeled gravity was interpolated from observed gravity values.
 HW1741
 HW1741;                    North         East    Units  Estimated Accuracy
 HW1741;SPC VA N     - 2,059,450.    3,455,570.      MT  (+/- 180 meters Scaled)
 HW1741
 HW1741                          SUPERSEDED SURVEY CONTROL
 HW1741
 HW1741  NGVD 29 (??/??/92)  390.038  (m)         1279.65   (f) ADJ UNCH    1 2
 HW1741
 HW1741.Superseded values are not recommended for survey control.
 HW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1741.See file dsdata.txt to determine how the superseded data were derived.
 HW1741
 HW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC744300(NAD 83)
 HW1741_MARKER: DB = BENCH MARK DISK
 HW1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1741+STABILITY: SURFACE MOTION
 HW1741
 HW1741  HISTORY     - Date     Condition        Report By
 HW1741  HISTORY     - UNK      MONUMENTED       CGS
 HW1741  HISTORY     - 1929     GOOD             NGS
 HW1741
 HW1741                          STATION DESCRIPTION
 HW1741
 HW1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 HW1741'AT VERONA.
 HW1741'5.5 MILES N. E. OF STAUNTON, ABOUT 300 FT. S. OF M.P. NO. L-42,
 HW1741'90 FT. S. OF STATION SIGN, 38 FT. S. OF RY. CROSSING-- 24 FT.
 HW1741'S. E. OF CENTER OF RAILS, 18 FT. S. W. OF CENTER OF ROAD, 16
 HW1741'FT. N. W. OF RIGHT-OF-WAY FENCE LINE, AND IN LINE WITH TELEPHONE
 HW1741'POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3081 ***********************************************************************
 HW3081  DESIGNATION -  C 19 RESET
 HW3081  PID         -  HW3081
 HW3081  STATE/COUNTY-  VA/AUGUSTA
 HW3081  USGS QUAD   -  STAUNTON (1986)
 HW3081
 HW3081                         *CURRENT SURVEY CONTROL
 HW3081  ___________________________________________________________________
 HW3081* NAD 83(1986)-  38 12 04.     (N)    079 00 26.     (W)     SCALED    
 HW3081* NAVD 88     -       389.331  (meters)    1277.33   (feet)  ADJUSTED  
 HW3081  ___________________________________________________________________
 HW3081  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW3081  DYNAMIC HT  -         389.041 (meters)    1276.38  (feet)  COMP
 HW3081  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HW3081
 HW3081  VERT ORDER  -  SECOND    CLASS 0
 HW3081
 HW3081.The horizontal coordinates were scaled from a topographic map and have
 HW3081.an estimated accuracy of +/- 6 seconds.
 HW3081
 HW3081.The orthometric height was determined by differential leveling
 HW3081.and adjusted by the National Geodetic Survey in June 1991..
 HW3081
 HW3081.The geoid height was determined by GEOID03.
 HW3081
 HW3081.The dynamic height is computed by dividing the NAVD 88
 HW3081.geopotential number by the normal gravity value computed on the
 HW3081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3081.degrees latitude (g = 980.6199 gals.).
 HW3081
 HW3081.The modeled gravity was interpolated from observed gravity values.
 HW3081
 HW3081;                    North         East    Units  Estimated Accuracy
 HW3081;SPC VA N     - 2,059,450.    3,455,570.      MT  (+/- 180 meters Scaled)
 HW3081
 HW3081                          SUPERSEDED SURVEY CONTROL
 HW3081
 HW3081  NGVD 29 (??/??/92)  389.473  (m)         1277.80   (f) ADJ UNCH    2 0
 HW3081
 HW3081.Superseded values are not recommended for survey control.
 HW3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3081.See file dsdata.txt to determine how the superseded data were derived.
 HW3081
 HW3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC744300(NAD 83)
 HW3081_MARKER: DB = BENCH MARK DISK
 HW3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3081_STAMPING: C 19
 HW3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3081+STABILITY: SURFACE MOTION
 HW3081
 HW3081  HISTORY     - Date     Condition        Report By
 HW3081  HISTORY     - 1954     MONUMENTED       VADH
 HW3081  HISTORY     - 1954     MARK NOT FOUND   RBNF
 HW3081  HISTORY     - 1958     GOOD             CGS
 HW3081
 HW3081                          STATION DESCRIPTION
 HW3081
 HW3081'DESCRIBED BY RESEARCHED BUT NOT FOUND 1954
 HW3081'MARK NOT FOUND.
 HW3081
 HW3081                          STATION RECOVERY (1958)
 HW3081
 HW3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HW3081'AT VERONA.
 HW3081'AT VERONA, ALONG THE CHESAPEAKE WESTERN RAILWAY, 0.1 MILE
 HW3081'SOUTHEAST OF U.S. HIGHWAY 11, NEAR THE CROSSING OF AN ASPHALT
 HW3081'ROAD LEADING SOUTHEAST TO A LARGE WESTINGHOUSE PLANT, DIRECTLY
 HW3081'ACROSS THE ROAD FROM THE RAILWAY EXPRESS OFFICE, 24 FEET
 HW3081'SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET SOUTHWEST OF THE CENTER
 HW3081'LINE OF THE ASPHALT ROAD, 22 1/2 FEET NORTHWEST OF POWER LINE
 HW3081'POLE NO. 3, ABOUT 3 FEET LOWER THAN THE TRACK AND THE ROAD AND
 HW3081'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HW3081'GROUND.  NOTE-- THIS BENCH MARK WAS ESTABLISHED BY ENGINEERS
 HW3081'OF THE VIRGINIA DEPARTMENT OF HIGHWAYS IN JUNE 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2873 ***********************************************************************
 HV2873  DESIGNATION -  C 2 USGS
 HV2873  PID         -  HV2873
 HV2873  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2873  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2873
 HV2873                         *CURRENT SURVEY CONTROL
 HV2873  ___________________________________________________________________
 HV2873* NAD 83(1986)-  38 17 46.     (N)    077 27 38.     (W)     SCALED    
 HV2873* NAVD 88     -        16.357  (meters)      53.66   (feet)  ADJUSTED  
 HV2873  ___________________________________________________________________
 HV2873  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV2873  DYNAMIC HT  -          16.347 (meters)      53.63  (feet)  COMP
 HV2873  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 HV2873
 HV2873  VERT ORDER  -  FIRST     CLASS I
 HV2873
 HV2873.The horizontal coordinates were scaled from a topographic map and have
 HV2873.an estimated accuracy of +/- 6 seconds.
 HV2873
 HV2873.The orthometric height was determined by differential leveling
 HV2873.and adjusted by the National Geodetic Survey in June 1991..
 HV2873
 HV2873.The geoid height was determined by GEOID03.
 HV2873
 HV2873.The dynamic height is computed by dividing the NAVD 88
 HV2873.geopotential number by the normal gravity value computed on the
 HV2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2873.degrees latitude (g = 980.6199 gals.).
 HV2873
 HV2873.The modeled gravity was interpolated from observed gravity values.
 HV2873
 HV2873;                    North         East    Units  Estimated Accuracy
 HV2873;SPC VA N     - 2,070,380.    3,590,920.      MT  (+/- 180 meters Scaled)
 HV2873
 HV2873                          SUPERSEDED SURVEY CONTROL
 HV2873
 HV2873  NGVD 29 (??/??/??)   16.608  (m)           54.49   (f) ADJUSTED    1 1
 HV2873
 HV2873.Superseded values are not recommended for survey control.
 HV2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2873.See file dsdata.txt to determine how the superseded data were derived.
 HV2873
 HV2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH848415(NAD 83)
 HV2873_MARKER: DD = SURVEY DISK
 HV2873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2873_SP_SET: RETAINING WALL
 HV2873_STAMPING: C 2 1926 54.518
 HV2873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2873
 HV2873  HISTORY     - Date     Condition        Report By
 HV2873  HISTORY     - 1926     MONUMENTED       USGS
 HV2873  HISTORY     - 1971     GOOD             NGS
 HV2873  HISTORY     - 1978     GOOD             DMA
 HV2873  HISTORY     - 1984     GOOD             NGS
 HV2873  HISTORY     - 19950219 GOOD             USPSQD
 HV2873  HISTORY     - 19981103 GOOD             USPSQD
 HV2873  HISTORY     - 20050429 GOOD             GEOCAC
 HV2873
 HV2873                          STATION DESCRIPTION
 HV2873
 HV2873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2873'0.2 MI SW FROM FREDERICKSBURG.
 HV2873'ABOUT 0.25 MILE SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2873'POTOMAC RAILROAD FROM THE STATION AT FREDERICKSBURG, 38.7 FEET
 HV2873'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 47 1/2
 HV2873'FEET WEST OF A TELEPHONE POLE, 47.3 FEET NORTHEAST OF THE NORTH
 HV2873'CORNER OF A SMALL CONCRETE BLOCK BUILDING, SET IN THE TOP OF A 2
 HV2873'FOOT WIDE CONCRETE RETAINING WALL, 81 FEET NORTHEAST OF THE
 HV2873'SOUTHWEST END OF THE WALL, 1 FOOT WEST OF A FENCE LINE AND 2 FEET
 HV2873'BELOW THE LEVEL OF THE TRACK.
 HV2873
 HV2873                          STATION RECOVERY (1978)
 HV2873
 HV2873'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2873'FENCE LINE NO LONGER THERE.
 HV2873
 HV2873                          STATION RECOVERY (1984)
 HV2873
 HV2873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2873'RECOVERED IN GOOD CONDITION.
 HV2873
 HV2873                          STATION RECOVERY (1995)
 HV2873
 HV2873'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2873'RECOVERED IN GOOD CONDITION.
 HV2873
 HV2873                          STATION RECOVERY (1998)
 HV2873
 HV2873'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2873'RECOVERED IN GOOD CONDITION.
 HV2873
 HV2873                          STATION RECOVERY (2005)
 HV2873
 HV2873'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV2873'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1380 ***********************************************************************
 HW1380  DESIGNATION -  C 20
 HW1380  PID         -  HW1380
 HW1380  STATE/COUNTY-  VA/SHENANDOAH
 HW1380  USGS QUAD   -  CONICVILLE (1994)
 HW1380
 HW1380                         *CURRENT SURVEY CONTROL
 HW1380  ___________________________________________________________________
 HW1380* NAD 83(1986)-  38 45 16.     (N)    078 38 07.     (W)     SCALED    
 HW1380* NAVD 88     -       275.956  (meters)     905.37   (feet)  ADJUSTED  
 HW1380  ___________________________________________________________________
 HW1380  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HW1380  DYNAMIC HT  -         275.768 (meters)     904.75  (feet)  COMP
 HW1380  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HW1380
 HW1380  VERT ORDER  -  FIRST     CLASS II
 HW1380
 HW1380.The horizontal coordinates were scaled from a topographic map and have
 HW1380.an estimated accuracy of +/- 6 seconds.
 HW1380
 HW1380.The orthometric height was determined by differential leveling
 HW1380.and adjusted by the National Geodetic Survey in June 1991..
 HW1380
 HW1380.The geoid height was determined by GEOID03.
 HW1380
 HW1380.The dynamic height is computed by dividing the NAVD 88
 HW1380.geopotential number by the normal gravity value computed on the
 HW1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1380.degrees latitude (g = 980.6199 gals.).
 HW1380
 HW1380.The modeled gravity was interpolated from observed gravity values.
 HW1380
 HW1380;                    North         East    Units  Estimated Accuracy
 HW1380;SPC VA N     - 2,120,750.    3,488,240.      MT  (+/- 180 meters Scaled)
 HW1380
 HW1380                          SUPERSEDED SURVEY CONTROL
 HW1380
 HW1380  NGVD 29 (??/??/92)  276.110  (m)          905.87   (f) ADJ UNCH    1 2
 HW1380
 HW1380.Superseded values are not recommended for survey control.
 HW1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1380.See file dsdata.txt to determine how the superseded data were derived.
 HW1380
 HW1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC054921(NAD 83)
 HW1380_MARKER: DB = BENCH MARK DISK
 HW1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1380_STAMPING: C 20 1929 905.871
 HW1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1380+STABILITY: SURFACE MOTION
 HW1380
 HW1380  HISTORY     - Date     Condition        Report By
 HW1380  HISTORY     - 1929     MONUMENTED       CGS
 HW1380  HISTORY     - 1958     GOOD             NGS
 HW1380  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW1380
 HW1380                          STATION DESCRIPTION
 HW1380
 HW1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1380'0.9 MI NE FROM MT JACKSON.
 HW1380'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1380'AT MT. JACKSON, ALONG THE SOUTHERN RAILWAY, ABOUT 80 YARDS
 HW1380'NORTH OF THE CENTER LINE OF THE HIGHWAY, NEAR THE CROSSING OF
 HW1380'AN ASPHALT ROAD LEADING TO THE VALLEY CHEMICAL COMPNAY, 30 1/2
 HW1380'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET NORTHEAST OF
 HW1380'THE CENTER LINE OF THE ASPHALT ROAD, 1 FOOT ABOVE THE LEVEL OF
 HW1380'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HW1380'INCHES ABOVE THE GROUND.
 HW1380
 HW1380                          STATION RECOVERY (1983)
 HW1380
 HW1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1380'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0439 ***********************************************************************
 HW0439  DESIGNATION -  C 20 USGS
 HW0439  PID         -  HW0439
 HW0439  STATE/COUNTY-  VA/ALBEMARLE
 HW0439  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0439
 HW0439                         *CURRENT SURVEY CONTROL
 HW0439  ___________________________________________________________________
 HW0439* NAD 83(1986)-  38 07 14.     (N)    078 24 39.     (W)     SCALED    
 HW0439* NAVD 88     -       123.633  (meters)     405.62   (feet)  ADJUSTED  
 HW0439  ___________________________________________________________________
 HW0439  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW0439  DYNAMIC HT  -         123.546 (meters)     405.33  (feet)  COMP
 HW0439  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 HW0439
 HW0439  VERT ORDER  -  SECOND    CLASS 0
 HW0439
 HW0439.The horizontal coordinates were scaled from a topographic map and have
 HW0439.an estimated accuracy of +/- 6 seconds.
 HW0439
 HW0439.The orthometric height was determined by differential leveling
 HW0439.and adjusted by the National Geodetic Survey in June 1991..
 HW0439
 HW0439.The geoid height was determined by GEOID03.
 HW0439
 HW0439.The dynamic height is computed by dividing the NAVD 88
 HW0439.geopotential number by the normal gravity value computed on the
 HW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0439.degrees latitude (g = 980.6199 gals.).
 HW0439
 HW0439.The modeled gravity was interpolated from observed gravity values.
 HW0439
 HW0439;                    North         East    Units  Estimated Accuracy
 HW0439;SPC VA S     - 1,198,350.    3,507,820.      MT  (+/- 180 meters Scaled)
 HW0439
 HW0439                          SUPERSEDED SURVEY CONTROL
 HW0439
 HW0439  NGVD 29 (??/??/92)  123.870  (m)          406.40   (f) ADJ UNCH    2 0
 HW0439
 HW0439.Superseded values are not recommended for survey control.
 HW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0439.See file dsdata.txt to determine how the superseded data were derived.
 HW0439
 HW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC269223(NAD 83)
 HW0439_MARKER: DD = SURVEY DISK
 HW0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0439_SP_SET: CULVERT
 HW0439_STAMPING: C 20 1926
 HW0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0439
 HW0439  HISTORY     - Date     Condition        Report By
 HW0439  HISTORY     - 1926     MONUMENTED       USGS
 HW0439  HISTORY     - 1935     GOOD             NGS
 HW0439
 HW0439                          STATION DESCRIPTION
 HW0439
 HW0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0439'1.3 MI NE FROM PROFIT.
 HW0439'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM PROFFIT,
 HW0439'ALBEMARLE COUNTY, ABOUT 960 YARDS NORTHEAST OF MILEPOST 105, AT
 HW0439'A PIPE CULVERT, IN THE TOP OF THE CONCRETE HEAD WALL, 1 FOOT FROM
 HW0439'THE NORTH END, WEST OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE
 HW0439'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HW0439'C 20 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0182 ***********************************************************************
 JW0182  DESIGNATION -  C 21
 JW0182  PID         -  JW0182
 JW0182  STATE/COUNTY-  VA/FREDERICK
 JW0182  USGS QUAD   -  STEPHENSON (1987)
 JW0182
 JW0182                         *CURRENT SURVEY CONTROL
 JW0182  ___________________________________________________________________
 JW0182* NAD 83(1986)-  39 14 19.     (N)    078 06 21.     (W)     SCALED    
 JW0182* NAVD 88     -       183.308  (meters)     601.40   (feet)  ADJUSTED  
 JW0182  ___________________________________________________________________
 JW0182  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JW0182  DYNAMIC HT  -         183.194 (meters)     601.03  (feet)  COMP
 JW0182  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JW0182
 JW0182  VERT ORDER  -  FIRST     CLASS II
 JW0182
 JW0182.The horizontal coordinates were scaled from a topographic map and have
 JW0182.an estimated accuracy of +/- 6 seconds.
 JW0182
 JW0182.The orthometric height was determined by differential leveling
 JW0182.and adjusted by the National Geodetic Survey in June 1991..
 JW0182
 JW0182.The geoid height was determined by GEOID03.
 JW0182
 JW0182.The dynamic height is computed by dividing the NAVD 88
 JW0182.geopotential number by the normal gravity value computed on the
 JW0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0182.degrees latitude (g = 980.6199 gals.).
 JW0182
 JW0182.The modeled gravity was interpolated from observed gravity values.
 JW0182
 JW0182;                    North         East    Units  Estimated Accuracy
 JW0182;SPC VA N     - 2,174,560.    3,534,030.      MT  (+/- 180 meters Scaled)
 JW0182
 JW0182                          SUPERSEDED SURVEY CONTROL
 JW0182
 JW0182  NGVD 29 (??/??/92)  183.479  (m)          601.96   (f) ADJ UNCH    1 2
 JW0182
 JW0182.Superseded values are not recommended for survey control.
 JW0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0182.See file dsdata.txt to determine how the superseded data were derived.
 JW0182
 JW0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD497472(NAD 83)
 JW0182_MARKER: DB = BENCH MARK DISK
 JW0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0182_STAMPING: 601.964 C 21 1929
 JW0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0182+STABILITY: SURFACE MOTION
 JW0182
 JW0182  HISTORY     - Date     Condition        Report By
 JW0182  HISTORY     - 1929     MONUMENTED       CGS
 JW0182  HISTORY     - 1957     GOOD             NGS
 JW0182  HISTORY     - 1983     GOOD             NGS
 JW0182  HISTORY     - 19980228 GOOD             USPSQD
 JW0182
 JW0182                          STATION DESCRIPTION
 JW0182
 JW0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JW0182'AT STEPHENSON.
 JW0182'A NEW DESCRIPTION FOLLOWS. - ABOUT 165 STEPS NORTHEAST ALONG THE
 JW0182'RAILROAD FROM THE GRADE CROSSING AT STEPHENSON, 52 FEET SOUTHWEST
 JW0182'OF THE NEAR RAIL, 34.4 FEET NORTHEAST OF THE NORTHEAST CORNER
 JW0182'OF THE SECTION CREWS TOOL HOUSE AND 3.7 FEET NORTHWEST OF A FENCE
 JW0182'CORNER.  SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 7 INCHES.
 JW0182
 JW0182                          STATION RECOVERY (1983)
 JW0182
 JW0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0182'RECOVERED IN GOOD CONDITION.
 JW0182
 JW0182                          STATION RECOVERY (1998)
 JW0182
 JW0182'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0442 ***********************************************************************
 HW0442  DESIGNATION -  C 21
 HW0442  PID         -  HW0442
 HW0442  STATE/COUNTY-  VA/ALBEMARLE
 HW0442  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0442
 HW0442                         *CURRENT SURVEY CONTROL
 HW0442  ___________________________________________________________________
 HW0442* NAD 83(1986)-  38 05 16.     (N)    078 26 36.     (W)     SCALED    
 HW0442* NAVD 88     -       115.786  (meters)     379.87   (feet)  ADJUSTED  
 HW0442  ___________________________________________________________________
 HW0442  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0442  DYNAMIC HT  -         115.704 (meters)     379.61  (feet)  COMP
 HW0442  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 HW0442
 HW0442  VERT ORDER  -  SECOND    CLASS 0
 HW0442
 HW0442.The horizontal coordinates were scaled from a topographic map and have
 HW0442.an estimated accuracy of +/- 6 seconds.
 HW0442
 HW0442.The orthometric height was determined by differential leveling
 HW0442.and adjusted by the National Geodetic Survey in June 1991..
 HW0442
 HW0442.The geoid height was determined by GEOID03.
 HW0442
 HW0442.The dynamic height is computed by dividing the NAVD 88
 HW0442.geopotential number by the normal gravity value computed on the
 HW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0442.degrees latitude (g = 980.6199 gals.).
 HW0442
 HW0442.The modeled gravity was interpolated from observed gravity values.
 HW0442
 HW0442;                    North         East    Units  Estimated Accuracy
 HW0442;SPC VA S     - 1,194,710.    3,504,970.      MT  (+/- 180 meters Scaled)
 HW0442
 HW0442                          SUPERSEDED SURVEY CONTROL
 HW0442
 HW0442  NGVD 29 (??/??/92)  116.027  (m)          380.67   (f) ADJ UNCH    2 0
 HW0442
 HW0442.Superseded values are not recommended for survey control.
 HW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0442.See file dsdata.txt to determine how the superseded data were derived.
 HW0442
 HW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC242186(NAD 83)
 HW0442_MARKER: DD = SURVEY DISK
 HW0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0442_SP_SET: BRIDGE
 HW0442_STAMPING: C 21 1926
 HW0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0442
 HW0442  HISTORY     - Date     Condition        Report By
 HW0442  HISTORY     - 1926     MONUMENTED       USGS
 HW0442  HISTORY     - 1964     GOOD             NGS
 HW0442
 HW0442                          STATION DESCRIPTION
 HW0442
 HW0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0442'1.7 MI SW FROM PROFFIT.
 HW0442'ABOUT 1.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM PROFFIT,
 HW0442'ALBEMARLE COUNTY, AT MILEAGE 107.4, AT THE BRIDGE OVER SOUTH
 HW0442'RIVANNA RIVER, IN THE TOP OF THE EAST COPING OF THE SOUTH
 HW0442'ABUTMENT, AND 5 FEET SOUTH OF THE BACK WALL.  A UNITED STATES
 HW0442'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 21 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0203 ***********************************************************************
 GA0203  DESIGNATION -  C 217
 GA0203  PID         -  GA0203
 GA0203  STATE/COUNTY-  VA/WASHINGTON
 GA0203  USGS QUAD   -  HOLSTON VALLEY (1991)
 GA0203
 GA0203                         *CURRENT SURVEY CONTROL
 GA0203  ___________________________________________________________________
 GA0203* NAD 83(1986)-  36 37 20.     (N)    082 00 33.     (W)     SCALED    
 GA0203* NAVD 88     -       561.855  (meters)    1843.35   (feet)  ADJUSTED  
 GA0203  ___________________________________________________________________
 GA0203  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0203  DYNAMIC HT  -         561.337 (meters)    1841.65  (feet)  COMP
 GA0203  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GA0203
 GA0203  VERT ORDER  -  SECOND    CLASS 0
 GA0203
 GA0203.The horizontal coordinates were scaled from a topographic map and have
 GA0203.an estimated accuracy of +/- 6 seconds.
 GA0203
 GA0203.The orthometric height was determined by differential leveling
 GA0203.and adjusted by the National Geodetic Survey in June 1991..
 GA0203
 GA0203.The geoid height was determined by GEOID03.
 GA0203
 GA0203.The dynamic height is computed by dividing the NAVD 88
 GA0203.geopotential number by the normal gravity value computed on the
 GA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0203.degrees latitude (g = 980.6199 gals.).
 GA0203
 GA0203.The modeled gravity was interpolated from observed gravity values.
 GA0203
 GA0203;                    North         East    Units  Estimated Accuracy
 GA0203;SPC VA S     - 1,037,890.    3,186,170.      MT  (+/- 180 meters Scaled)
 GA0203
 GA0203                          SUPERSEDED SURVEY CONTROL
 GA0203
 GA0203  NGVD 29 (??/??/92)  561.963  (m)         1843.71   (f) ADJ UNCH    2 0
 GA0203
 GA0203.Superseded values are not recommended for survey control.
 GA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0203.See file dsdata.txt to determine how the superseded data were derived.
 GA0203
 GA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA097534(NAD 83)
 GA0203_MARKER: DB = BENCH MARK DISK
 GA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0203_STAMPING: C 217 1935
 GA0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0203+STABILITY: SURFACE MOTION
 GA0203
 GA0203  HISTORY     - Date     Condition        Report By
 GA0203  HISTORY     - 1935     MONUMENTED       CGS
 GA0203  HISTORY     - 1960     POOR             TVA
 GA0203  HISTORY     - 1960     GOOD             TVA
 GA0203
 GA0203                          STATION DESCRIPTION
 GA0203
 GA0203'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 GA0203'2.1 MI NE FROM WOOD MILL.
 GA0203'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 GA0203'STATE SECONDARY HIGHWAY 663 AT WOOD MILL, WASHINGTON COUNTY, AT
 GA0203'THE JUNCTION OF STATE SECONDARY HIGHWAY 669, 60 YARDS NORTHWEST OF
 GA0203'THE NORTHWEST CORNER OF THE HAL ROE HOUSE, 7 YARDS NORTH OF THE
 GA0203'CENTER OF THE JUNCTION AND 1 FOOT HIGHER THAN THE HIGHWAY.
 GA0203'MONUMENT IS LOCATED ON HIGHWAY NO. 75, 1.25 MILES SOUTHWEST OF
 GA0203'WOLF CREEK, ON NORTHWEST SIDE OF HIGHWAY AT A CROSSROAD.
 GA0203'A STANDARD DISK, STAMPED C 217 1935 AND SET IN THE TOP OF A
 GA0203'CONCRETE POST.
 GA0203
 GA0203                          STATION RECOVERY (1960)
 GA0203
 GA0203'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1960
 GA0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1198 ***********************************************************************
 GA1198  DESIGNATION -  C 22
 GA1198  PID         -  GA1198
 GA1198  STATE/COUNTY-  VA/WISE
 GA1198  USGS QUAD   -  EAST STONE GAP (1991)
 GA1198
 GA1198                         *CURRENT SURVEY CONTROL
 GA1198  ___________________________________________________________________
 GA1198* NAD 83(1986)-  36 52 01.     (N)    082 44 29.     (W)     SCALED    
 GA1198* NAVD 88     -       473.532  (meters)    1553.58   (feet)  ADJUSTED  
 GA1198  ___________________________________________________________________
 GA1198  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1198  DYNAMIC HT  -         473.118 (meters)    1552.22  (feet)  COMP
 GA1198  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 GA1198
 GA1198  VERT ORDER  -  FIRST     CLASS I
 GA1198
 GA1198.The horizontal coordinates were scaled from a topographic map and have
 GA1198.an estimated accuracy of +/- 6 seconds.
 GA1198
 GA1198.The orthometric height was determined by differential leveling
 GA1198.and adjusted by the National Geodetic Survey in June 1991..
 GA1198
 GA1198.The geoid height was determined by GEOID03.
 GA1198
 GA1198.The dynamic height is computed by dividing the NAVD 88
 GA1198.geopotential number by the normal gravity value computed on the
 GA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1198.degrees latitude (g = 980.6199 gals.).
 GA1198
 GA1198.The modeled gravity was interpolated from observed gravity values.
 GA1198
 GA1198;                    North         East    Units  Estimated Accuracy
 GA1198;SPC VA S     - 1,067,710.    3,121,940.      MT  (+/- 180 meters Scaled)
 GA1198
 GA1198                          SUPERSEDED SURVEY CONTROL
 GA1198
 GA1198  NGVD 29 (??/??/92)  473.675  (m)         1554.05   (f) ADJ UNCH    1 1
 GA1198
 GA1198.Superseded values are not recommended for survey control.
 GA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1198.See file dsdata.txt to determine how the superseded data were derived.
 GA1198
 GA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA447815(NAD 83)
 GA1198_MARKER: DB = BENCH MARK DISK
 GA1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1198_SP_SET: CULVERT
 GA1198_STAMPING: C 22 1930
 GA1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1198
 GA1198  HISTORY     - Date     Condition        Report By
 GA1198  HISTORY     - 1930     MONUMENTED       CGS
 GA1198  HISTORY     - 1967     GOOD             NGS
 GA1198
 GA1198                          STATION DESCRIPTION
 GA1198
 GA1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1198'0.2 MI NW FROM EAST STONE GAP.
 GA1198'ABOUT 0.15 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1198'RAILROAD FROM THE ELEMENTARY SCHOOL AT EAST STONE GAP, 85 YARDS
 GA1198'SOUTHEAST OF THE CROSSING OF THE RAILROAD AND COUNTY ROAD 683,
 GA1198'18 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, SET IN
 GA1198'THE CENTER OF THE TOP OF THE SOUTHWEST STONE HEAD WALL OF A
 GA1198'24-INCH CORRUGATED METAL CULVERT UNDER THE TRACK, 2.8 FEET SOUTH
 GA1198'OF A METAL WITNESS POST, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 GA1198'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0444 ***********************************************************************
 HW0444  DESIGNATION -  C 22
 HW0444  PID         -  HW0444
 HW0444  STATE/COUNTY-  VA/ALBEMARLE
 HW0444  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0444
 HW0444                         *CURRENT SURVEY CONTROL
 HW0444  ___________________________________________________________________
 HW0444* NAD 83(1986)-  38 03 53.     (N)    078 27 51.     (W)     SCALED    
 HW0444* NAVD 88     -       133.940  (meters)     439.43   (feet)  ADJUSTED  
 HW0444  ___________________________________________________________________
 HW0444  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0444  DYNAMIC HT  -         133.845 (meters)     439.12  (feet)  COMP
 HW0444  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HW0444
 HW0444  VERT ORDER  -  SECOND    CLASS 0
 HW0444
 HW0444.The horizontal coordinates were scaled from a topographic map and have
 HW0444.an estimated accuracy of +/- 6 seconds.
 HW0444
 HW0444.The orthometric height was determined by differential leveling
 HW0444.and adjusted by the National Geodetic Survey in June 1991..
 HW0444
 HW0444.The geoid height was determined by GEOID03.
 HW0444
 HW0444.The dynamic height is computed by dividing the NAVD 88
 HW0444.geopotential number by the normal gravity value computed on the
 HW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0444.degrees latitude (g = 980.6199 gals.).
 HW0444
 HW0444.The modeled gravity was interpolated from observed gravity values.
 HW0444
 HW0444;                    North         East    Units  Estimated Accuracy
 HW0444;SPC VA S     - 1,192,150.    3,503,150.      MT  (+/- 180 meters Scaled)
 HW0444
 HW0444                          SUPERSEDED SURVEY CONTROL
 HW0444
 HW0444  NGVD 29 (??/??/92)  134.176  (m)          440.21   (f) ADJ UNCH    2 0
 HW0444
 HW0444.Superseded values are not recommended for survey control.
 HW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0444.See file dsdata.txt to determine how the superseded data were derived.
 HW0444
 HW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC224160(NAD 83)
 HW0444_MARKER: DD = SURVEY DISK
 HW0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0444_SP_SET: PIER
 HW0444_STAMPING: C 22 1926
 HW0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0444
 HW0444  HISTORY     - Date     Condition        Report By
 HW0444  HISTORY     - 1926     MONUMENTED       USGS
 HW0444  HISTORY     - 1964     GOOD             NGS
 HW0444  HISTORY     - 20020919 MARK NOT FOUND   NGS
 HW0444
 HW0444                          STATION DESCRIPTION
 HW0444
 HW0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0444'AT RIO.
 HW0444'AT RIO, ALBEMARLE COUNTY, ABOUT 200 FEET SOUTH OF THE SOUTHERN
 HW0444'RAILWAY STATION, AT A HIGHWAY OVERPASS, IN THE TOP OF THE EAST
 HW0444'CONCRETE PIER, AND 4 FEET FROM THE NORTH END.  A UNITED STATES
 HW0444'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 22 1926.
 HW0444
 HW0444                          STATION RECOVERY (2002)
 HW0444
 HW0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DRD)
 HW0444'BRIDGE HAS BEEN REBUILT.  MARK SHOULD BE CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3329 ***********************************************************************
 HV3329  DESIGNATION -  C 221
 HV3329  PID         -  HV3329
 HV3329  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3329  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3329
 HV3329                         *CURRENT SURVEY CONTROL
 HV3329  ___________________________________________________________________
 HV3329* NAD 83(1986)-  38 16 56.     (N)    077 42 53.     (W)     SCALED    
 HV3329* NAVD 88     -       122.779  (meters)     402.82   (feet)  ADJUSTED  
 HV3329  ___________________________________________________________________
 HV3329  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV3329  DYNAMIC HT  -         122.700 (meters)     402.56  (feet)  COMP
 HV3329  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 HV3329
 HV3329  VERT ORDER  -  SECOND    CLASS 0
 HV3329
 HV3329.The horizontal coordinates were scaled from a topographic map and have
 HV3329.an estimated accuracy of +/- 6 seconds.
 HV3329
 HV3329.The orthometric height was determined by differential leveling
 HV3329.and adjusted by the National Geodetic Survey in June 1991..
 HV3329
 HV3329.The geoid height was determined by GEOID03.
 HV3329
 HV3329.The dynamic height is computed by dividing the NAVD 88
 HV3329.geopotential number by the normal gravity value computed on the
 HV3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3329.degrees latitude (g = 980.6199 gals.).
 HV3329
 HV3329.The modeled gravity was interpolated from observed gravity values.
 HV3329
 HV3329;                    North         East    Units  Estimated Accuracy
 HV3329;SPC VA N     - 2,068,620.    3,568,700.      MT  (+/- 180 meters Scaled)
 HV3329
 HV3329                          SUPERSEDED SURVEY CONTROL
 HV3329
 HV3329  NGVD 29 (??/??/??)  123.051  (m)          403.71   (f) ADJUSTED    2 0
 HV3329
 HV3329.Superseded values are not recommended for survey control.
 HV3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3329.See file dsdata.txt to determine how the superseded data were derived.
 HV3329
 HV3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH625406(NAD 83)
 HV3329_MARKER: DB = BENCH MARK DISK
 HV3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3329_STAMPING: C 221 1938
 HV3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3329+STABILITY: SURFACE MOTION
 HV3329
 HV3329  HISTORY     - Date     Condition        Report By
 HV3329  HISTORY     - 1938     MONUMENTED       CGS
 HV3329  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3329  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3329
 HV3329                          STATION DESCRIPTION
 HV3329
 HV3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3329'15 MI W FROM FREDERICKSBURG.
 HV3329'ABOUT 15 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3329'FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT WINEWOOD PARK, 40
 HV3329'FEET SOUTH OF A POINT 18 FEET WEST OF A DIRT-ROAD CROSSING, AND
 HV3329'2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 221 1938
 HV3329'AND SET IN THE TOP OF A CONCRETE POST.
 HV3329
 HV3329                          STATION RECOVERY (1984)
 HV3329
 HV3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3329'NOT RECOVERED, THIS AREA IS NOW OWNED BY WINEWOOD FARMS AND NO ONE WAS
 HV3329'FOUND TO GAIN ENTRY TO THE DESCRIBED LOCATION, THE VIRGINIA CENTRAL
 HV3329'RAILWAY NO LONGER EXISTS.
 HV3329
 HV3329                          STATION RECOVERY (1998)
 HV3329
 HV3329'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0044 ***********************************************************************
 FZ0044  DESIGNATION -  C 222
 FZ0044  PID         -  FZ0044
 FZ0044  STATE/COUNTY-  VA/PATRICK
 FZ0044  USGS QUAD   -  PATRICK SPRINGS (1985)
 FZ0044
 FZ0044                         *CURRENT SURVEY CONTROL
 FZ0044  ___________________________________________________________________
 FZ0044* NAD 83(1986)-  36 38 26.     (N)    080 11 59.     (W)     SCALED    
 FZ0044* NAVD 88     -       382.783  (meters)    1255.85   (feet)  ADJUSTED  
 FZ0044  ___________________________________________________________________
 FZ0044  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 FZ0044  DYNAMIC HT  -         382.444 (meters)    1254.73  (feet)  COMP
 FZ0044  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 FZ0044
 FZ0044  VERT ORDER  -  SECOND    CLASS 0
 FZ0044
 FZ0044.The horizontal coordinates were scaled from a topographic map and have
 FZ0044.an estimated accuracy of +/- 6 seconds.
 FZ0044
 FZ0044.The orthometric height was determined by differential leveling
 FZ0044.and adjusted by the National Geodetic Survey in June 1991..
 FZ0044
 FZ0044.The geoid height was determined by GEOID03.
 FZ0044
 FZ0044.The dynamic height is computed by dividing the NAVD 88
 FZ0044.geopotential number by the normal gravity value computed on the
 FZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0044.degrees latitude (g = 980.6199 gals.).
 FZ0044
 FZ0044.The modeled gravity was interpolated from observed gravity values.
 FZ0044
 FZ0044;                    North         East    Units  Estimated Accuracy
 FZ0044;SPC VA S     - 1,035,460.    3,348,000.      MT  (+/- 180 meters Scaled)
 FZ0044
 FZ0044                          SUPERSEDED SURVEY CONTROL
 FZ0044
 FZ0044  NGVD 29 (??/??/92)  382.946  (m)         1256.38   (f) ADJ UNCH    2 0
 FZ0044
 FZ0044.Superseded values are not recommended for survey control.
 FZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0044.See file dsdata.txt to determine how the superseded data were derived.
 FZ0044
 FZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA715552(NAD 83)
 FZ0044_MARKER: DB = BENCH MARK DISK
 FZ0044_SETTING: 80 = SET IN A BOULDER
 FZ0044_STAMPING: C 222 1938
 FZ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0044+STABILITY: SURFACE MOTION
 FZ0044
 FZ0044  HISTORY     - Date     Condition        Report By
 FZ0044  HISTORY     - 1938     MONUMENTED       CGS
 FZ0044
 FZ0044                          STATION DESCRIPTION
 FZ0044
 FZ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FZ0044'0.2 MI W FROM PATRICK SPRINGS.
 FZ0044'ABOUT 0.2 MILE WEST ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FZ0044'THE STATION AT PATRICK SPRINGS, PATRICK COUNTY, ABOUT 0.3 MILE
 FZ0044'EAST OF MILEPOST 70, AT A LONG CURVE, 10 FEET NORTH OF THE CENTER
 FZ0044'LINE OF THE TRACK, IN THE TOP OF A LARGE CRYSTALLINE BOULDER, AND
 FZ0044'ABOUT 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FZ0044'C 222 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3829 ***********************************************************************
 HV3829  DESIGNATION -  C 223
 HV3829  PID         -  HV3829
 HV3829  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3829  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3829
 HV3829                         *CURRENT SURVEY CONTROL
 HV3829  ___________________________________________________________________
 HV3829* NAD 83(1986)-  38 47 00.     (N)    077 39 48.     (W)     SCALED    
 HV3829* NAVD 88     -       104.685  (meters)     343.45   (feet)  ADJUSTED  
 HV3829  ___________________________________________________________________
 HV3829  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3829  DYNAMIC HT  -         104.625 (meters)     343.26  (feet)  COMP
 HV3829  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 HV3829
 HV3829  VERT ORDER  -  SECOND    CLASS 0
 HV3829
 HV3829.The horizontal coordinates were scaled from a topographic map and have
 HV3829.an estimated accuracy of +/- 6 seconds.
 HV3829
 HV3829.The orthometric height was determined by differential leveling
 HV3829.and adjusted by the National Geodetic Survey in June 1991..
 HV3829.WARNING-Repeat measurements at this control monument indicate possible
 HV3829.vertical movement.
 HV3829
 HV3829.The geoid height was determined by GEOID03.
 HV3829
 HV3829.The dynamic height is computed by dividing the NAVD 88
 HV3829.geopotential number by the normal gravity value computed on the
 HV3829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3829.degrees latitude (g = 980.6199 gals.).
 HV3829
 HV3829.The modeled gravity was interpolated from observed gravity values.
 HV3829
 HV3829;                    North         East    Units  Estimated Accuracy
 HV3829;SPC VA N     - 2,124,280.    3,572,690.      MT  (+/- 180 meters Scaled)
 HV3829
 HV3829                          SUPERSEDED SURVEY CONTROL
 HV3829
 HV3829  NGVD 29 (??/??/??)  104.904  (m)          344.17   (f) ADJUSTED    2 0
 HV3829
 HV3829.Superseded values are not recommended for survey control.
 HV3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3829.See file dsdata.txt to determine how the superseded data were derived.
 HV3829
 HV3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH686961(NAD 83)
 HV3829_MARKER: DB = BENCH MARK DISK
 HV3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3829_STAMPING: C 223 1941
 HV3829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3829+STABILITY: SURFACE MOTION
 HV3829
 HV3829  HISTORY     - Date     Condition        Report By
 HV3829  HISTORY     - 1941     MONUMENTED       CGS
 HV3829  HISTORY     - 1960     GOOD             CGS
 HV3829
 HV3829                          STATION DESCRIPTION
 HV3829
 HV3829'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3829'2.8 MI SW FROM GAINESVILLE.
 HV3829'ABOUT 2.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 AND 211 FROM
 HV3829'THE POST OFFICE AT GAINESVILLE, 0.1 MILE EAST OF THE JUNCTION
 HV3829'OF U.S. HIGHWAY 15, 38.6 FEET NORTHWEST OF THE CENTER LINE
 HV3829'OF WEST BOUND LANE OF HIGHWAY, 14 FEET WEST OF A 48-INCH OAK
 HV3829'TREE WITH TRIANGULATION BLAZE, 1 FOOT SOUTHWEST OF A FENCE,
 HV3829'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN TOP
 HV3829'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3956 ***********************************************************************
 HV3956  DESIGNATION -  C 224
 HV3956  PID         -  HV3956
 HV3956  STATE/COUNTY-  VA/FAUQUIER
 HV3956  USGS QUAD   -  MIDLAND (1983)
 HV3956
 HV3956                         *CURRENT SURVEY CONTROL
 HV3956  ___________________________________________________________________
 HV3956* NAD 83(1986)-  38 37 19.     (N)    077 42 23.     (W)     SCALED    
 HV3956* NAVD 88     -        99.016  (meters)     324.86   (feet)  ADJUSTED  
 HV3956  ___________________________________________________________________
 HV3956  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3956  DYNAMIC HT  -          98.959 (meters)     324.67  (feet)  COMP
 HV3956  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 HV3956
 HV3956  VERT ORDER  -  SECOND    CLASS 0
 HV3956
 HV3956.The horizontal coordinates were scaled from a topographic map and have
 HV3956.an estimated accuracy of +/- 6 seconds.
 HV3956
 HV3956.The orthometric height was determined by differential leveling
 HV3956.and adjusted by the National Geodetic Survey in June 1991..
 HV3956
 HV3956.The geoid height was determined by GEOID03.
 HV3956
 HV3956.The dynamic height is computed by dividing the NAVD 88
 HV3956.geopotential number by the normal gravity value computed on the
 HV3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3956.degrees latitude (g = 980.6199 gals.).
 HV3956
 HV3956.The modeled gravity was interpolated from observed gravity values.
 HV3956
 HV3956;                    North         East    Units  Estimated Accuracy
 HV3956;SPC VA N     - 2,106,330.    3,569,110.      MT  (+/- 180 meters Scaled)
 HV3956
 HV3956                          SUPERSEDED SURVEY CONTROL
 HV3956
 HV3956  NGVD 29 (??/??/??)   99.257  (m)          325.65   (f) ADJUSTED    2 0
 HV3956
 HV3956.Superseded values are not recommended for survey control.
 HV3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3956.See file dsdata.txt to determine how the superseded data were derived.
 HV3956
 HV3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH643782(NAD 83)
 HV3956_MARKER: DB = BENCH MARK DISK
 HV3956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3956_SP_SET: GAS PUMP CON BASE
 HV3956_STAMPING: C-224 1941
 HV3956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3956
 HV3956  HISTORY     - Date     Condition        Report By
 HV3956  HISTORY     - 1941     MONUMENTED       CGS
 HV3956
 HV3956                          STATION DESCRIPTION
 HV3956
 HV3956'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3956'2.5 MI SW FROM CALVERTON.
 HV3956'2.5 MILES SOUTH-WEST ALONG 643 FROM THE STATION AT CALVERTON,
 HV3956'0.4 MILES NORTH-WEST OF THE INTERSECTION OF 643 AND STATE
 HV3956'HWY. 295, SET IN THE NORTH CORNER OF AN OLD CONCRETE BASE OF A
 HV3956'GAS PUMP AT JOHNSTONS STORE, 8.5 FEET NORTH OF FRONT ENTRANCE,
 HV3956'14 FEET SOUTH-WEST OF THE SOUTH-WEST EDGE OF 643, 46.3 FEET WEST
 HV3956'OF A 24-INCH OAK TREE WITH A TRIANGULAR BLAZE.  A STANDARD
 HV3956'DISK STAMPED C-224 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3843 ***********************************************************************
 HV3843  DESIGNATION -  C 225
 HV3843  PID         -  HV3843
 HV3843  STATE/COUNTY-  VA/CULPEPER
 HV3843  USGS QUAD   -  BRANDY STATION (1981)
 HV3843
 HV3843                         *CURRENT SURVEY CONTROL
 HV3843  ___________________________________________________________________
 HV3843* NAD 83(1986)-  38 37 17.     (N)    077 54 10.     (W)     SCALED    
 HV3843* NAVD 88     -       145.249  (meters)     476.54   (feet)  ADJUSTED  
 HV3843  ___________________________________________________________________
 HV3843  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3843  DYNAMIC HT  -         145.160 (meters)     476.25  (feet)  COMP
 HV3843  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 HV3843
 HV3843  VERT ORDER  -  SECOND    CLASS 0
 HV3843
 HV3843.The horizontal coordinates were scaled from a topographic map and have
 HV3843.an estimated accuracy of +/- 6 seconds.
 HV3843
 HV3843.The orthometric height was determined by differential leveling
 HV3843.and adjusted by the National Geodetic Survey in June 1991..
 HV3843
 HV3843.The geoid height was determined by GEOID03.
 HV3843
 HV3843.The dynamic height is computed by dividing the NAVD 88
 HV3843.geopotential number by the normal gravity value computed on the
 HV3843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3843.degrees latitude (g = 980.6199 gals.).
 HV3843
 HV3843.The modeled gravity was interpolated from observed gravity values.
 HV3843
 HV3843;                    North         East    Units  Estimated Accuracy
 HV3843;SPC VA N     - 2,106,140.    3,552,010.      MT  (+/- 180 meters Scaled)
 HV3843
 HV3843                          SUPERSEDED SURVEY CONTROL
 HV3843
 HV3843  NGVD 29 (??/??/??)  145.459  (m)          477.23   (f) ADJUSTED    2 0
 HV3843
 HV3843.Superseded values are not recommended for survey control.
 HV3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3843.See file dsdata.txt to determine how the superseded data were derived.
 HV3843
 HV3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH472787(NAD 83)
 HV3843_MARKER: DB = BENCH MARK DISK
 HV3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3843_STAMPING: C 225 1941
 HV3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3843+STABILITY: SURFACE MOTION
 HV3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3843+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HV3843
 HV3843  HISTORY     - Date     Condition        Report By
 HV3843  HISTORY     - 1941     MONUMENTED       CGS
 HV3843  HISTORY     - 1942     GOOD             CGS
 HV3843  HISTORY     - 1983     GOOD             NGS
 HV3843  HISTORY     - 20010306 GOOD             USPSQD
 HV3843
 HV3843                          STATION DESCRIPTION
 HV3843
 HV3843'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3843'5.3 MI NW FROM REMINGTON.
 HV3843'IN CULPEPER COUNTY, ABOUT 5.3 MILES NORTHWEST ALONG STATE HIGHWAY
 HV3843'651 FROM THE SOUTHERN RAILWAY STATION AT REMINGTON, FAUQUIER
 HV3843'COUNTY, THENCE ABOUT 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 621,
 HV3843'AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, 34 FEET NORTHWEST
 HV3843'OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE SOUTH SIDE
 HV3843'OF A SMALL BUILDING, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HV3843'HIGHWAY, 21.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 HV3843'NORTHEAST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 HV3843'DISK, STAMPED C 225 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HV3843
 HV3843                          STATION RECOVERY (1942)
 HV3843
 HV3843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HV3843'RECOVERED IN GOOD CONDITION.
 HV3843
 HV3843                          STATION RECOVERY (1983)
 HV3843
 HV3843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3843'RECOVERED IN GOOD CONDITION.
 HV3843
 HV3843                          STATION RECOVERY (2001)
 HV3843
 HV3843'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0164 ***********************************************************************
 HW0164  DESIGNATION -  C 226
 HW0164  PID         -  HW0164
 HW0164  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0164  USGS QUAD   -  FLINT HILL (1994)
 HW0164
 HW0164                         *CURRENT SURVEY CONTROL
 HW0164  ___________________________________________________________________
 HW0164* NAD 83(1986)-  38 45 24.     (N)    078 02 10.     (W)     SCALED    
 HW0164* NAVD 88     -       166.342  (meters)     545.74   (feet)  ADJUSTED  
 HW0164  ___________________________________________________________________
 HW0164  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HW0164  DYNAMIC HT  -         166.236 (meters)     545.39  (feet)  COMP
 HW0164  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 HW0164
 HW0164  VERT ORDER  -  SECOND    CLASS 0
 HW0164
 HW0164.The horizontal coordinates were scaled from a topographic map and have
 HW0164.an estimated accuracy of +/- 6 seconds.
 HW0164
 HW0164.The orthometric height was determined by differential leveling
 HW0164.and adjusted by the National Geodetic Survey in June 1991..
 HW0164
 HW0164.The geoid height was determined by GEOID03.
 HW0164
 HW0164.The dynamic height is computed by dividing the NAVD 88
 HW0164.geopotential number by the normal gravity value computed on the
 HW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0164.degrees latitude (g = 980.6199 gals.).
 HW0164
 HW0164.The modeled gravity was interpolated from observed gravity values.
 HW0164
 HW0164;                    North         East    Units  Estimated Accuracy
 HW0164;SPC VA N     - 2,121,090.    3,540,320.      MT  (+/- 180 meters Scaled)
 HW0164
 HW0164                          SUPERSEDED SURVEY CONTROL
 HW0164
 HW0164  NGVD 29 (??/??/92)  166.545  (m)          546.41   (f) ADJ UNCH    2 0
 HW0164
 HW0164.Superseded values are not recommended for survey control.
 HW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0164.See file dsdata.txt to determine how the superseded data were derived.
 HW0164
 HW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC575939(NAD 83)
 HW0164_MARKER: DB = BENCH MARK DISK
 HW0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0164_STAMPING: C 226 1941
 HW0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0164+STABILITY: SURFACE MOTION
 HW0164
 HW0164  HISTORY     - Date     Condition        Report By
 HW0164  HISTORY     - 1941     MONUMENTED       CGS
 HW0164  HISTORY     - 1983     GOOD             NGS
 HW0164
 HW0164                          STATION DESCRIPTION
 HW0164
 HW0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0164'0.2 MI NW FROM BEN VENUE.
 HW0164'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 242 FROM THE
 HW0164'CROSSING OF U.S. HIGHWAY 211 AT BEN VENUE, RAPPAHANNOCK COUNTY,
 HW0164'THENCE ABOUT 2 MILES EAST ALONG A WAGON ROAD, AND THENCE ABOUT
 HW0164'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 637, AT THE CROSSING OF
 HW0164'STATE HIGHWAY 242, 24 FEET NORTH OF THE CENTER LINE OF STATE
 HW0164'HIGHWAY 242, 6 FEET WEST OF THE WEST GATEPOST AT THE LARRABEE
 HW0164'STABLES, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.8 FEET
 HW0164'EAST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 HW0164'DISK, STAMPED C 226 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HW0164
 HW0164                          STATION RECOVERY (1983)
 HW0164
 HW0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0153 ***********************************************************************
 HW0153  DESIGNATION -  C 227
 HW0153  PID         -  HW0153
 HW0153  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0153  USGS QUAD   -  MASSIES CORNER (1994)
 HW0153
 HW0153                         *CURRENT SURVEY CONTROL
 HW0153  ___________________________________________________________________
 HW0153* NAD 83(1986)-  38 37 30.     (N)    078 06 37.     (W)     SCALED    
 HW0153* NAVD 88     -       164.907  (meters)     541.03   (feet)  ADJUSTED  
 HW0153  ___________________________________________________________________
 HW0153  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HW0153  DYNAMIC HT  -         164.801 (meters)     540.68  (feet)  COMP
 HW0153  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 HW0153
 HW0153  VERT ORDER  -  SECOND    CLASS 0
 HW0153
 HW0153.The horizontal coordinates were scaled from a topographic map and have
 HW0153.an estimated accuracy of +/- 6 seconds.
 HW0153
 HW0153.The orthometric height was determined by differential leveling
 HW0153.and adjusted by the National Geodetic Survey in June 1991..
 HW0153
 HW0153.The geoid height was determined by GEOID03.
 HW0153
 HW0153.The dynamic height is computed by dividing the NAVD 88
 HW0153.geopotential number by the normal gravity value computed on the
 HW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0153.degrees latitude (g = 980.6199 gals.).
 HW0153
 HW0153.The modeled gravity was interpolated from observed gravity values.
 HW0153
 HW0153;                    North         East    Units  Estimated Accuracy
 HW0153;SPC VA N     - 2,106,450.    3,533,940.      MT  (+/- 180 meters Scaled)
 HW0153
 HW0153                          SUPERSEDED SURVEY CONTROL
 HW0153
 HW0153  NGVD 29 (??/??/92)  165.107  (m)          541.69   (f) ADJ UNCH    2 0
 HW0153
 HW0153.Superseded values are not recommended for survey control.
 HW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0153.See file dsdata.txt to determine how the superseded data were derived.
 HW0153
 HW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC515791(NAD 83)
 HW0153_MARKER: DB = BENCH MARK DISK
 HW0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0153_STAMPING: C 227 1941
 HW0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0153+STABILITY: SURFACE MOTION
 HW0153
 HW0153  HISTORY     - Date     Condition        Report By
 HW0153  HISTORY     - 1941     MONUMENTED       CGS
 HW0153  HISTORY     - 1971     MARK NOT FOUND   USGS
 HW0153
 HW0153                          STATION DESCRIPTION
 HW0153
 HW0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0153'5.2 MI NE FROM WOODVILLE.
 HW0153'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 618 FROM THE POST
 HW0153'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, ON THE SOUTHWEST SLOPE
 HW0153'OF A HILL, ABOUT 123 FEET SOUTHEAST OF A GATE, 21 FEET NORTH OF
 HW0153'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE CENTER
 HW0153'LINE OF A PRIVATE ROAD LEADING NORTHWEST, 2 FEET NORTHEAST OF THE
 HW0153'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN POST
 HW0153'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED C 227 1941 AND SET
 HW0153'IN THE TOP OF A CONCRETE POST.
 HW0153
 HW0153                          STATION RECOVERY (1971)
 HW0153
 HW0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HW0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3505 ***********************************************************************
 HV3505  DESIGNATION -  C 228 RESET 1955
 HV3505  PID         -  HV3505
 HV3505  STATE/COUNTY-  VA/LOUDOUN
 HV3505  USGS QUAD   -  MIDDLEBURG (1981)
 HV3505
 HV3505                         *CURRENT SURVEY CONTROL
 HV3505  ___________________________________________________________________
 HV3505* NAD 83(1986)-  38 58 36.     (N)    077 40 24.     (W)     SCALED    
 HV3505* NAVD 88     -       103.81   (meters)     340.6    (feet)  RESET     
 HV3505  ___________________________________________________________________
 HV3505  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3505
 HV3505  VERT ORDER  -  THIRD
 HV3505
 HV3505.The horizontal coordinates were scaled from a topographic map and have
 HV3505.an estimated accuracy of +/- 6 seconds.
 HV3505
 HV3505.The orthometric height was computed from unverified reset data.
 HV3505.No vertical observational check was made to the station.
 HV3505
 HV3505.The geoid height was determined by GEOID03.
 HV3505
 HV3505;                    North         East    Units  Estimated Accuracy
 HV3505;SPC VA N     - 2,145,730.    3,571,630.      MT  (+/- 180 meters Scaled)
 HV3505
 HV3505                          SUPERSEDED SURVEY CONTROL
 HV3505
 HV3505  NGVD 29 (??/??/??)  104.02   (m)          341.3    (f) RESET       3  
 HV3505
 HV3505.Superseded values are not recommended for survey control.
 HV3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3505.See file dsdata.txt to determine how the superseded data were derived.
 HV3505
 HV3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ684175(NAD 83)
 HV3505_MARKER: DD = SURVEY DISK
 HV3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3505_STAMPING: C 228 RESET 1955
 HV3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3505+STABILITY: SURFACE MOTION
 HV3505
 HV3505  HISTORY     - Date     Condition        Report By
 HV3505  HISTORY     - 1955     MONUMENTED       VADH
 HV3505
 HV3505                          STATION DESCRIPTION
 HV3505
 HV3505'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1955
 HV3505'3.3 MI E FROM MIDDLEBURG.
 HV3505'3.3 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL BANK AT
 HV3505'MIDDLEBURG, LOUDOUN COUNTY, JUST EAST OF A SYCAMORE TREE,
 HV3505'28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH
 HV3505'OF A FENCE.  A STANDARD DISK, STAMPED C 228 RESET 1955 AND SET
 HV3505'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3005 ***********************************************************************
 JV3005  DESIGNATION -  C 229
 JV3005  PID         -  JV3005
 JV3005  STATE/COUNTY-  VA/LOUDOUN
 JV3005  USGS QUAD   -  LEESBURG (1994)
 JV3005
 JV3005                         *CURRENT SURVEY CONTROL
 JV3005  ___________________________________________________________________
 JV3005* NAD 83(1986)-  39 01 37.     (N)    077 35 01.     (W)     SCALED    
 JV3005* NAVD 88     -        88.987  (meters)     291.95   (feet)  ADJUSTED  
 JV3005  ___________________________________________________________________
 JV3005  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JV3005  DYNAMIC HT  -          88.938 (meters)     291.79  (feet)  COMP
 JV3005  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 JV3005
 JV3005  VERT ORDER  -  SECOND    CLASS 0
 JV3005
 JV3005.The horizontal coordinates were scaled from a topographic map and have
 JV3005.an estimated accuracy of +/- 6 seconds.
 JV3005
 JV3005.The orthometric height was determined by differential leveling
 JV3005.and adjusted by the National Geodetic Survey in June 1991..
 JV3005
 JV3005.The geoid height was determined by GEOID03.
 JV3005
 JV3005.The dynamic height is computed by dividing the NAVD 88
 JV3005.geopotential number by the normal gravity value computed on the
 JV3005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3005.degrees latitude (g = 980.6199 gals.).
 JV3005
 JV3005.The modeled gravity was interpolated from observed gravity values.
 JV3005
 JV3005;                    North         East    Units  Estimated Accuracy
 JV3005;SPC VA N     - 2,151,390.    3,579,350.      MT  (+/- 180 meters Scaled)
 JV3005
 JV3005                          SUPERSEDED SURVEY CONTROL
 JV3005
 JV3005  NGVD 29 (??/??/??)   89.201  (m)          292.65   (f) ADJUSTED    2 0
 JV3005
 JV3005.Superseded values are not recommended for survey control.
 JV3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3005.See file dsdata.txt to determine how the superseded data were derived.
 JV3005
 JV3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ763229(NAD 83)
 JV3005_MARKER: DB = BENCH MARK DISK
 JV3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3005_STAMPING: C 229 1941
 JV3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3005+STABILITY: SURFACE MOTION
 JV3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3005+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 JV3005
 JV3005  HISTORY     - Date     Condition        Report By
 JV3005  HISTORY     - 1941     MONUMENTED       CGS
 JV3005  HISTORY     - 1943     GOOD             CGS
 JV3005  HISTORY     - 1972     GOOD             NGS
 JV3005  HISTORY     - 20000101 MARK NOT FOUND   GEOMET
 JV3005  HISTORY     - 20050320 GOOD             GEOCAC
 JV3005
 JV3005                          STATION DESCRIPTION
 JV3005
 JV3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JV3005'3 MI E FROM OATLANDS.
 JV3005'3.0 MILES EAST ALONG SECONDARY STATE HIGHWAYS 650 AND 651 FROM
 JV3005'THE JUNCTION OF U.S. HIGHWAY 15 AND SECONDARY STATE HIGHWAY 650
 JV3005'AT OATLANDS, LOUDOUN COUNTY, 1.6 MILES EAST ALONG SECONDARY STATE
 JV3005'HIGHWAY 651 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY 650,
 JV3005'AT THE JUNCTION OF A LANE LEADING SOUTH TO A FARMHOUSE, 27 FEET
 JV3005'SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST OF THE LANE,
 JV3005'AND IN LINE WITH THE ROW OF TREES ALONG THE SOUTHEAST SIDE OF THE
 JV3005'LANE.  A STANDARD DISK, STAMPED C 229 1941 AND SET IN THE TOP
 JV3005'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JV3005
 JV3005                          STATION RECOVERY (1972)
 JV3005
 JV3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JV3005'RECOVERED IN GOOD CONDITION.
 JV3005
 JV3005                          STATION RECOVERY (2000)
 JV3005
 JV3005'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000
 JV3005'NOT FOUND.
 JV3005
 JV3005                          STATION RECOVERY (2005)
 JV3005
 JV3005'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV3005'MARK FOUND AS DESCRIBED.  ROW OF TREES NO LONGER GOOD REFERENCE.  MARK
 JV3005'IS 27.5 FEET FROM A GATEPOST ACROSS THE LANE TO THE FARMHOUSE.  A
 JV3005'STANDARD METAL WITNESS POST IS APPROXIMATELY 6 INCHES FROM THE MARK.
 JV3005'HANDHELD GPS REPORTS THE LOCATION AS N 39 01 37.0 W 077 35 03.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0447 ***********************************************************************
 HW0447  DESIGNATION -  C 23
 HW0447  PID         -  HW0447
 HW0447  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0447  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0447
 HW0447                         *CURRENT SURVEY CONTROL
 HW0447  ___________________________________________________________________
 HW0447* NAD 83(1986)-  38 02 02.     (N)    078 30 18.     (W)     SCALED    
 HW0447* NAVD 88     -       166.849  (meters)     547.40   (feet)  ADJUSTED  
 HW0447  ___________________________________________________________________
 HW0447  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW0447  DYNAMIC HT  -         166.733 (meters)     547.02  (feet)  COMP
 HW0447  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 HW0447
 HW0447  VERT ORDER  -  SECOND    CLASS 0
 HW0447
 HW0447.The horizontal coordinates were scaled from a topographic map and have
 HW0447.an estimated accuracy of +/- 6 seconds.
 HW0447
 HW0447.The orthometric height was determined by differential leveling
 HW0447.and adjusted by the National Geodetic Survey in June 1991..
 HW0447
 HW0447.The geoid height was determined by GEOID03.
 HW0447
 HW0447.The dynamic height is computed by dividing the NAVD 88
 HW0447.geopotential number by the normal gravity value computed on the
 HW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0447.degrees latitude (g = 980.6199 gals.).
 HW0447
 HW0447.The modeled gravity was interpolated from observed gravity values.
 HW0447
 HW0447;                    North         East    Units  Estimated Accuracy
 HW0447;SPC VA S     - 1,188,730.    3,499,560.      MT  (+/- 180 meters Scaled)
 HW0447
 HW0447                          SUPERSEDED SURVEY CONTROL
 HW0447
 HW0447  NGVD 29 (??/??/92)  167.088  (m)          548.19   (f) ADJ UNCH    2 0
 HW0447
 HW0447.Superseded values are not recommended for survey control.
 HW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0447.See file dsdata.txt to determine how the superseded data were derived.
 HW0447
 HW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC189125(NAD 83)
 HW0447_MARKER: DB = BENCH MARK DISK
 HW0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0447_SP_SET: BUILDING
 HW0447_STAMPING: C 23 1926
 HW0447_MARK LOGO: USGS  
 HW0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0447+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HW0447
 HW0447  HISTORY     - Date     Condition        Report By
 HW0447  HISTORY     - 1926     MONUMENTED       USGS
 HW0447  HISTORY     - 1935     GOOD             NGS
 HW0447  HISTORY     - 1944     GOOD             NGS
 HW0447  HISTORY     - 19970901 GOOD             NGS
 HW0447  HISTORY     - 20040703 GOOD             GEOCAC
 HW0447  HISTORY     - 20050731 GOOD             USPSQD
 HW0447
 HW0447                          STATION DESCRIPTION
 HW0447
 HW0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0447'AT CHARLOTTESVILLE.
 HW0447'AT CHARLOTTESVILLE, ALBEMARLE COUNTY, AT THE ENGINEERING BUILDING
 HW0447'OF THE UNIVERSITY OF VIRGINIA, 22 FEET NORTH OF THE CENTER OF THE
 HW0447'WEST SIDE OF THE BUILDING, 30 FEET NORTHEAST OF THE ENTRANCE
 HW0447'(SECOND FROM THE EAST SIDE) OF THE AMPHITHEATER, AT THE OFFSET
 HW0447'OF THE WEST WALL ON THE NORTH SIDE OF THE TRANSVERSE SECTION,
 HW0447'BELOW THE CENTER OF THE WEST WINDOW, AND IN THE CONCRETE FLOOR
 HW0447'OF THE PLAZA.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW0447'STAMPED C 23 1926.
 HW0447
 HW0447                          STATION RECOVERY (1944)
 HW0447
 HW0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HW0447'RECOVERED IN GOOD CONDITION.
 HW0447
 HW0447                          STATION RECOVERY (1997)
 HW0447
 HW0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 HW0447'ANOTHER ALIAS IS NN 59. STATION IS IN CHARLOTTESVILLE, VIRGINIA, AT
 HW0447'THE UNIVERSITY OF VIRGINIA.  STATION IS 1.5 MI (2.4 KM) WEST OF COUNTY
 HW0447'COURTHOUSE AT CHARLOTTESVILLE.  TO ACCESS FROM INTERSTATE 64 EXIT 22B,
 HW0447'GO NORTH ON US 29.  GO 0.65 MI (1.05 KM) AND TURN EAST (RIGHT) ONTO US
 HW0447'BUSINESS 29 NORTH.  FOLLOW US BUSINESS 29 NORTH (FONTAINE AVENUE TO
 HW0447'JEFFERSON PARK AVENUE TO LEFT ONTO STADIUM STREET TO EMMET STREET) FOR
 HW0447'1.6 MI (2.6 KM) .  AFTER UNDERPASS TURN LEFT UP RAMP TO MCCORMICK
 HW0447'ROAD. TURN EAST, LEFT, ONTO MCCORMICK ROAD AND GO 0.22 MI (0.35 KM) TO
 HW0447'GATE.  STATION IS ABOUT 120 M (393.7 FT) TO EAST SOUTHEAST ACROSS
 HW0447'AMPHITHEATER ON WEST SIDE OF COCKE HALL (HOUSES FOREIGN LANGUAGE
 HW0447'DEPARTMENT) (BUILDING W/ CLOCK) .  STATION IS 7.5 M (24.6 FT) NORTH OF
 HW0447'CENTER OF WEST SIDE OF HALL, 9.1 M (29.9 FT) EAST OF EAST RAILING OF
 HW0447'AMPHITHEATER, 2.5 M (8.2 FT) EAST OF WESTMOST WALL OF HALL, AND AT THE
 HW0447'MIDDLE OF NORTHERN OFFSET SECTION OF WEST WALL OF HALL ON THE CONCRETE
 HW0447'SIDEWALK AND OVER DISK.  DISK IS 0.67 M (2.20 FT) BELOW CHISLED SQUARE
 HW0447'REFERENCE MARK IN WINDOW SILL.
 HW0447
 HW0447                          STATION RECOVERY (2004)
 HW0447
 HW0447'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HW0447'HANDHELD COORDINATES ARE N38-02-00.84 W078-30-19.20.
 HW0447
 HW0447                          STATION RECOVERY (2005)
 HW0447
 HW0447'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HW0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2751 ***********************************************************************
 HV2751  DESIGNATION -  C 230
 HV2751  PID         -  HV2751
 HV2751  STATE/COUNTY-  VA/LOUDOUN
 HV2751  USGS QUAD   -  HERNDON (1994)
 HV2751
 HV2751                         *CURRENT SURVEY CONTROL
 HV2751  ___________________________________________________________________
 HV2751* NAD 83(1986)-  38 57 07.     (N)    077 27 01.     (W)     SCALED    
 HV2751* NAVD 88     -        87.877  (meters)     288.31   (feet)  ADJUSTED  
 HV2751  ___________________________________________________________________
 HV2751  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2751  DYNAMIC HT  -          87.829 (meters)     288.15  (feet)  COMP
 HV2751  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 HV2751
 HV2751  VERT ORDER  -  SECOND    CLASS 0
 HV2751
 HV2751.The horizontal coordinates were scaled from a topographic map and have
 HV2751.an estimated accuracy of +/- 6 seconds.
 HV2751
 HV2751.The orthometric height was determined by differential leveling
 HV2751.and adjusted by the National Geodetic Survey in June 1991..
 HV2751
 HV2751.The geoid height was determined by GEOID03.
 HV2751
 HV2751.The dynamic height is computed by dividing the NAVD 88
 HV2751.geopotential number by the normal gravity value computed on the
 HV2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2751.degrees latitude (g = 980.6199 gals.).
 HV2751
 HV2751.The modeled gravity was interpolated from observed gravity values.
 HV2751
 HV2751;                    North         East    Units  Estimated Accuracy
 HV2751;SPC VA N     - 2,143,190.    3,590,990.      MT  (+/- 180 meters Scaled)
 HV2751
 HV2751                          SUPERSEDED SURVEY CONTROL
 HV2751
 HV2751  NGVD 29 (??/??/??)   88.099  (m)          289.04   (f) ADJUSTED    2 0
 HV2751
 HV2751.Superseded values are not recommended for survey control.
 HV2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2751.See file dsdata.txt to determine how the superseded data were derived.
 HV2751
 HV2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ876142(NAD 83)
 HV2751_MARKER: DB = BENCH MARK DISK
 HV2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2751_STAMPING: C 230 1941
 HV2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2751+STABILITY: SURFACE MOTION
 HV2751
 HV2751  HISTORY     - Date     Condition        Report By
 HV2751  HISTORY     - 1941     MONUMENTED       CGS
 HV2751  HISTORY     - 1958     GOOD             CGS
 HV2751
 HV2751                          STATION DESCRIPTION
 HV2751
 HV2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HV2751'3.1 MI N FROM PLEASANT VALLEY.
 HV2751'IN LOUDOUN COUNTY, 3.1 MILES NORTH ALONG SECONDARY STATE HIGHWAY
 HV2751'607 FROM THE JUNCTION OF U.S. HIGHWAY 50 AT PLEASANT VALLEY,
 HV2751'FAIRFAX COUNTY, 19.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HV2751'10 FEET NORTH OF THE ROAD LEADING TO A FARMHOUSE, 2 FEET SOUTH OF
 HV2751'THE FENCE AROUND THE FRONT YARD, AND 4.2 FEET WEST OF A WHITE
 HV2751'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 230 1941 AND
 HV2751'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 HV2751'GROUND.  THE MARK IS 2.5 FEET EAST OF A NEWLY INSTALLED IRON
 HV2751'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2656 ***********************************************************************
 HV2656  DESIGNATION -  C 232
 HV2656  PID         -  HV2656
 HV2656  STATE/COUNTY-  VA/FAIRFAX
 HV2656  USGS QUAD   -  FAIRFAX (1994)
 HV2656
 HV2656                         *CURRENT SURVEY CONTROL
 HV2656  ___________________________________________________________________
 HV2656* NAD 83(1986)-  38 45 15.     (N)    077 18 09.     (W)     SCALED    
 HV2656* NAVD 88     -       106.997  (meters)     351.04   (feet)  POSTED    
 HV2656  ___________________________________________________________________
 HV2656  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV2656  DYNAMIC HT  -         106.940 (meters)     350.85  (feet)  COMP
 HV2656  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 HV2656
 HV2656  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HV2656
 HV2656.The horizontal coordinates were scaled from a topographic map and have
 HV2656.an estimated accuracy of +/- 6 seconds.
 HV2656
 HV2656.The orthometric height was determined by differential leveling
 HV2656.and adjusted by the National Geodetic Survey in 1992..
 HV2656.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HV2656.rate of 1.1 thru 2.0 mm/km.
 HV2656
 HV2656.The geoid height was determined by GEOID03.
 HV2656
 HV2656.The dynamic height is computed by dividing the NAVD 88
 HV2656.geopotential number by the normal gravity value computed on the
 HV2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2656.degrees latitude (g = 980.6199 gals.).
 HV2656
 HV2656.The modeled gravity was interpolated from observed gravity values.
 HV2656
 HV2656;                    North         East    Units  Estimated Accuracy
 HV2656;SPC VA N     - 2,121,390.    3,604,090.      MT  (+/- 180 meters Scaled)
 HV2656
 HV2656                          SUPERSEDED SURVEY CONTROL
 HV2656
 HV2656  NGVD 29 (??/??/??)  107.245  (m)          351.85   (f) ADJUSTED    2 0
 HV2656
 HV2656.Superseded values are not recommended for survey control.
 HV2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2656.See file dsdata.txt to determine how the superseded data were derived.
 HV2656
 HV2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH999920(NAD 83)
 HV2656_MARKER: DB = BENCH MARK DISK
 HV2656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2656_SP_SET: CULVERT
 HV2656_STAMPING: C 232 1941
 HV2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2656
 HV2656  HISTORY     - Date     Condition        Report By
 HV2656  HISTORY     - 1941     MONUMENTED       CGS
 HV2656  HISTORY     - 1951     GOOD             CGS
 HV2656  HISTORY     - 1962     GOOD             CGS
 HV2656
 HV2656                          STATION DESCRIPTION
 HV2656
 HV2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2656'1.3 MI W FROM LORTON.
 HV2656'1.3 MILES WEST ALONG SECONDARY STATE HIGHWAY 642 FROM LORTON,
 HV2656'FAIRFAX COUNTY, THENCE 1.0 MILE NORTHWEST ALONG SECONDARY STATE
 HV2656'HIGHWAY 611, AND THENCE 4.2 MILES NORTHWEST ALONG STATE HIGHWAY
 HV2656'123, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE
 HV2656'EAST HEAD WALL, 17.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HV2656'AND 2.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HV2656'DISK, STAMPED C 232 1941.
 HV2656
 HV2656                          STATION RECOVERY (1951)
 HV2656
 HV2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV2656'STATION IS LOCATED ABOUT 4 MILES SW OF BURKE POST OFFICE
 HV2656'ALONG STATE HIGHWAY 123.
 HV2656'
 HV2656'TO REACH THE STATION FROM THE POST OFFICE, PROCEED SW ON
 HV2656'MACADAM ROAD (SECONDARY STATE HIGHWAY 645) FOR 0.85 MILE TO
 HV2656'Y-ROAD, KEEP RIGHT ON MACADAM ROAD (HIGHWAY 645) FOR 1.2
 HV2656'MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD (ON HIGHWAY
 HV2656'645) FOR 1.1 MILES TO CROSSROADS (INTERSECTION OF STATE
 HV2656'HIGHWAY 123), TURN LEFT (SE) ONTO HIGHWAY 123 AND CONTINUE
 HV2656'FOR 1.05 MILES.  THE STATION IS ON THE LEFT (NE), 8 FEET
 HV2656'FROM EDGE OF ROAD IN TOP OF CONCRETE CULVERT, 17.5 FEET
 HV2656'FROM CENTER LINE OF HIGHWAY, AND APPROXIMATELY 122 FEET
 HV2656'FROM INTERSECTION OF CENTER LINE OF HIGHWAY 123 AND CENTER
 HV2656'LINE OF POOR DIRT ROAD SE OF STATION.
 HV2656'
 HV2656'MARK IS A STANDARD TRAVERSE BENCH-MARK DISK SET IN CONCRETE
 HV2656'AND STAMPED C 232 1941.  IT IS 3 FEET NW OF A WHITE WOODEN
 HV2656'WITNESS POST.
 HV2656'
 HV2656'TRAVERSE STATION X-16, 1951, IS VISIBLE FROM THE GROUND
 HV2656'AT THIS STATION.
 HV2656
 HV2656                          STATION RECOVERY (1962)
 HV2656
 HV2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3441 ***********************************************************************
 HV3441  DESIGNATION -  C 233
 HV3441  PID         -  HV3441
 HV3441  STATE/COUNTY-  VA/ORANGE
 HV3441  USGS QUAD   -  MINE RUN (1981)
 HV3441
 HV3441                         *CURRENT SURVEY CONTROL
 HV3441  ___________________________________________________________________
 HV3441* NAD 83(1986)-  38 19 35.     (N)    077 46 56.     (W)     SCALED    
 HV3441* NAVD 88     -       103.368  (meters)     339.13   (feet)  ADJUSTED  
 HV3441  ___________________________________________________________________
 HV3441  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV3441  DYNAMIC HT  -         103.304 (meters)     338.92  (feet)  COMP
 HV3441  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 HV3441
 HV3441  VERT ORDER  -  SECOND    CLASS 0
 HV3441
 HV3441.The horizontal coordinates were scaled from a topographic map and have
 HV3441.an estimated accuracy of +/- 6 seconds.
 HV3441
 HV3441.The orthometric height was determined by differential leveling
 HV3441.and adjusted by the National Geodetic Survey in June 1991..
 HV3441
 HV3441.The geoid height was determined by GEOID03.
 HV3441
 HV3441.The dynamic height is computed by dividing the NAVD 88
 HV3441.geopotential number by the normal gravity value computed on the
 HV3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3441.degrees latitude (g = 980.6199 gals.).
 HV3441
 HV3441.The modeled gravity was interpolated from observed gravity values.
 HV3441
 HV3441;                    North         East    Units  Estimated Accuracy
 HV3441;SPC VA N     - 2,073,470.    3,562,760.      MT  (+/- 180 meters Scaled)
 HV3441
 HV3441                          SUPERSEDED SURVEY CONTROL
 HV3441
 HV3441  NGVD 29 (??/??/??)  103.630  (m)          339.99   (f) ADJUSTED    2 0
 HV3441
 HV3441.Superseded values are not recommended for survey control.
 HV3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3441.See file dsdata.txt to determine how the superseded data were derived.
 HV3441
 HV3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH567456(NAD 83)
 HV3441_MARKER: DB = BENCH MARK DISK
 HV3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3441_STAMPING: C 233 1941
 HV3441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3441+STABILITY: SURFACE MOTION
 HV3441
 HV3441  HISTORY     - Date     Condition        Report By
 HV3441  HISTORY     - 1941     MONUMENTED       CGS
 HV3441  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3441  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3441
 HV3441                          STATION DESCRIPTION
 HV3441
 HV3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3441'2.8 MI NE FROM LOCUSTGROVE.
 HV3441'1.7 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HV3441'LOCUSTGROVE, ORANGE COUNTY, THENCE 1.1 MILES NORTH ALONG
 HV3441'SECONDARY STATE HIGHWAY 601, AT A ROAD LEADING TO A FARMHOUSE,
 HV3441'37.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13.6 FEET SOUTH
 HV3441'OF THE CENTER LINE OF THE FARM ROAD, AND NEAR A WHITE WOODEN
 HV3441'WITNESS POST.  A STANDARD DISK, STAMPED C 233 1941 AND SET IN
 HV3441'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HV3441
 HV3441                          STATION RECOVERY (1998)
 HV3441
 HV3441'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3441'MARK NOT FOUND.
 HV3441
 HV3441                          STATION RECOVERY (2003)
 HV3441
 HV3441'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1125 ***********************************************************************
 FX1125  DESIGNATION -  C 234 RESET 1974
 FX1125  PID         -  FX1125
 FX1125  STATE/COUNTY-  VA/SUSSEX
 FX1125  USGS QUAD   -  SUSSEX (1990)
 FX1125
 FX1125                         *CURRENT SURVEY CONTROL
 FX1125  ___________________________________________________________________
 FX1125* NAD 83(1986)-  36 58 00.     (N)    077 16 14.     (W)     SCALED    
 FX1125* NAVD 88     -        17.20   (meters)      56.4    (feet)  RESET     
 FX1125  ___________________________________________________________________
 FX1125  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 FX1125
 FX1125  VERT ORDER  -  THIRD
 FX1125
 FX1125.The horizontal coordinates were scaled from a topographic map and have
 FX1125.an estimated accuracy of +/- 6 seconds.
 FX1125
 FX1125.The orthometric height was computed from unverified reset data.
 FX1125.No vertical observational check was made to the station.
 FX1125
 FX1125.The geoid height was determined by GEOID03.
 FX1125
 FX1125;                    North         East    Units  Estimated Accuracy
 FX1125;SPC VA S     - 1,071,000.    3,609,480.      MT  (+/- 180 meters Scaled)
 FX1125
 FX1125                          SUPERSEDED SURVEY CONTROL
 FX1125
 FX1125  NGVD 29 (03/21/06)   17.55   (m)           57.6    (f) RESET       3  
 FX1125
 FX1125.Superseded values are not recommended for survey control.
 FX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1125.See file dsdata.txt to determine how the superseded data were derived.
 FX1125
 FX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF978935(NAD 83)
 FX1125_MARKER: DD = SURVEY DISK
 FX1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1125_STAMPING: C 234 RESET 1974
 FX1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1125+STABILITY: SURFACE MOTION
 FX1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1125+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 FX1125
 FX1125  HISTORY     - Date     Condition        Report By
 FX1125  HISTORY     - 1974     MONUMENTED       VADH
 FX1125  HISTORY     - 19971008 GOOD             USPSQD
 FX1125  HISTORY     - 20020110 GOOD             USPSQD
 FX1125
 FX1125                          STATION DESCRIPTION
 FX1125
 FX1125'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 FX1125'3.9 MI N FROM SUSSEX.
 FX1125'3.9 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX, CO.,
 FX1125'110 FEET NORTH OF A NEW ARCH CULVERT, 80 FEET EAST OF CENTERLINE
 FX1125'OF ROAD, 2 FEET WEST OF POWER POLE 47, STANDARD DISK SET IN
 FX1125'CONCRETE POST, 4 INCHES ABOVE GROUND.
 FX1125
 FX1125                          STATION RECOVERY (1997)
 FX1125
 FX1125'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1125'RECOVERED IN GOOD CONDITION.
 FX1125
 FX1125                          STATION RECOVERY (2002)
 FX1125
 FX1125'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1125'POLE NUMBER IS 48 NOT 47, AND MARK IS FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3148 ***********************************************************************
 HV3148  DESIGNATION -  C 235
 HV3148  PID         -  HV3148
 HV3148  STATE/COUNTY-  VA/CAROLINE
 HV3148  USGS QUAD   -  
 HV3148
 HV3148                         *CURRENT SURVEY CONTROL
 HV3148  ___________________________________________________________________
 HV3148* NAD 83(1986)-  38 08 40.     (N)    077 19 29.     (W)     SCALED    
 HV3148* NAVD 88     -        44.336  (meters)     145.46   (feet)  ADJUSTED  
 HV3148  ___________________________________________________________________
 HV3148  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HV3148  DYNAMIC HT  -          44.308 (meters)     145.37  (feet)  COMP
 HV3148  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 HV3148
 HV3148  VERT ORDER  -  SECOND    CLASS 0
 HV3148
 HV3148.The horizontal coordinates were scaled from a topographic map and have
 HV3148.an estimated accuracy of +/- 6 seconds.
 HV3148
 HV3148.The orthometric height was determined by differential leveling
 HV3148.and adjusted by the National Geodetic Survey in June 1991..
 HV3148
 HV3148.The geoid height was determined by GEOID03.
 HV3148
 HV3148.The dynamic height is computed by dividing the NAVD 88
 HV3148.geopotential number by the normal gravity value computed on the
 HV3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3148.degrees latitude (g = 980.6199 gals.).
 HV3148
 HV3148.The modeled gravity was interpolated from observed gravity values.
 HV3148
 HV3148;                    North         East    Units  Estimated Accuracy
 HV3148;SPC VA N     - 2,053,690.    3,603,020.      MT  (+/- 180 meters Scaled)
 HV3148
 HV3148                          SUPERSEDED SURVEY CONTROL
 HV3148
 HV3148  NGVD 29 (??/??/??)   44.602  (m)          146.33   (f) ADJUSTED    2 0
 HV3148
 HV3148.Superseded values are not recommended for survey control.
 HV3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3148.See file dsdata.txt to determine how the superseded data were derived.
 HV3148
 HV3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH962243(NAD 83)
 HV3148_MARKER: DB = BENCH MARK DISK
 HV3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3148_STAMPING: C 235 1941
 HV3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3148+STABILITY: SURFACE MOTION
 HV3148
 HV3148  HISTORY     - Date     Condition        Report By
 HV3148  HISTORY     - 1941     MONUMENTED       CGS
 HV3148  HISTORY     - 1949     GOOD             CGS
 HV3148  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3148
 HV3148                          STATION DESCRIPTION
 HV3148
 HV3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3148'0.7 MI NW FROM NEW LONDON.
 HV3148'0.7 MILE NORTHWEST ALONG RESERVATION ROAD 16 FROM THE WEST
 HV3148'JUNCTION OF RESERVATION ROAD 17 AT NEW LONDON, CAROLINE COUNTY,
 HV3148'OPPOSITE A LAKE, ON THE OUTSIDE OF A SOUTH-TO-NORTHWEST CURVE, 100
 HV3148'FEET NORTH OF THE CENTER OF THE JUNCTION OF A PRIVATE ROAD LEADING
 HV3148'SOUTHWEST ACROSS THE LAKE, 27 FEET NORTHEAST OF THE CENTER LINE OF
 HV3148'THE HIGHWAY, 24 FEET NORTHWEST OF A TRIANGULAR-BLAZED 18-INCH
 HV3148'PINE TREE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 HV3148'ABOUT 2-1/2 FEET HIGHER THAN THE ROADS.  A STANDARD DISK,
 HV3148'STAMPED C 235 1941 AND SET IN THE TOP OF A CONCRETE POST
 HV3148'PROJECTING 8 INCHES ABOVE GROUND.
 HV3148
 HV3148                          STATION RECOVERY (1949)
 HV3148
 HV3148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3148'RECOVERED IN GOOD CONDITION.
 HV3148
 HV3148                          STATION RECOVERY (1999)
 HV3148
 HV3148'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1355 ***********************************************************************
 GV1355  DESIGNATION -  C 236
 GV1355  PID         -  GV1355
 GV1355  STATE/COUNTY-  VA/CAROLINE
 GV1355  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1355
 GV1355                         *CURRENT SURVEY CONTROL
 GV1355  ___________________________________________________________________
 GV1355* NAD 83(1986)-  37 58 26.     (N)    077 05 22.     (W)     SCALED    
 GV1355* NAVD 88     -        48.663  (meters)     159.66   (feet)  ADJUSTED  
 GV1355  ___________________________________________________________________
 GV1355  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV1355  DYNAMIC HT  -          48.632 (meters)     159.55  (feet)  COMP
 GV1355  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 GV1355
 GV1355  VERT ORDER  -  SECOND    CLASS 0
 GV1355
 GV1355.The horizontal coordinates were scaled from a topographic map and have
 GV1355.an estimated accuracy of +/- 6 seconds.
 GV1355
 GV1355.The orthometric height was determined by differential leveling
 GV1355.and adjusted by the National Geodetic Survey in June 1991..
 GV1355
 GV1355.The geoid height was determined by GEOID03.
 GV1355
 GV1355.The dynamic height is computed by dividing the NAVD 88
 GV1355.geopotential number by the normal gravity value computed on the
 GV1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1355.degrees latitude (g = 980.6199 gals.).
 GV1355
 GV1355.The modeled gravity was interpolated from observed gravity values.
 GV1355
 GV1355;                    North         East    Units  Estimated Accuracy
 GV1355;SPC VA N     - 2,035,050.    3,623,930.      MT  (+/- 180 meters Scaled)
 GV1355
 GV1355                          SUPERSEDED SURVEY CONTROL
 GV1355
 GV1355  NGVD 29 (??/??/??)   48.933  (m)          160.54   (f) ADJUSTED    2 0
 GV1355
 GV1355.Superseded values are not recommended for survey control.
 GV1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1355.See file dsdata.txt to determine how the superseded data were derived.
 GV1355
 GV1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH164049(NAD 83)
 GV1355_MARKER: DB = BENCH MARK DISK
 GV1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1355_STAMPING: C 236 1941
 GV1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1355+STABILITY: SURFACE MOTION
 GV1355
 GV1355  HISTORY     - Date     Condition        Report By
 GV1355  HISTORY     - 1941     MONUMENTED       CGS
 GV1355  HISTORY     - 1962     GOOD             CGS
 GV1355  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 GV1355  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1355
 GV1355                          STATION DESCRIPTION
 GV1355
 GV1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1355'2.7 MI SE FROM CENTRAL POINT.
 GV1355'2.7 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 630 FROM THE
 GV1355'JUNCTION OF RESERVATION ROAD 25 AT CENTRAL POINT, CAROLINE
 GV1355'COUNTY, 1.1 MILES WEST OF THE JUNCTION OF SECONDARY STATE
 GV1355'HIGHWAY 635 AT THE CAROLINE-ESSEX COUNTY LINE, AT THE SOUTH
 GV1355'EDGE OF A PINE WOODS, 105 FEET EAST OF THE JUNCTION OF A PRIVATE
 GV1355'ROAD LEADING SOUTH, 20 FEET NORTH OF THE CENTER LINE OF THE
 GV1355'HIGHWAY, 7 FEET EAST OF THE CENTER LINE OF AN OLD WAGON ROAD
 GV1355'LEADING NORTH THROUGH THE WOODS, 30.5 FEET SOUTHEAST OF A
 GV1355'TRIANGULAR-BLAZED 8-INCH PINE TREE, 14 FEET SOUTH OF A
 GV1355'TRIANGULAR-BLAZED 10-INCH PINE TREE, AND 1.5 FEET SOUTH OF A
 GV1355'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 236 1941
 GV1355'AND SET IN THE TOP OF A CONCRETE POST.  A STEEL WITNESS POST
 GV1355'WAS SET 1 FOOT NORTH OF MARK.
 GV1355
 GV1355                          STATION RECOVERY (1998)
 GV1355
 GV1355'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1355'MARK NOT FOUND.
 GV1355
 GV1355                          STATION RECOVERY (2002)
 GV1355
 GV1355'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3159 ***********************************************************************
 HV3159  DESIGNATION -  C 237
 HV3159  PID         -  HV3159
 HV3159  STATE/COUNTY-  VA/CAROLINE
 HV3159  USGS QUAD   -  SUPPLY (1968)
 HV3159
 HV3159                         *CURRENT SURVEY CONTROL
 HV3159  ___________________________________________________________________
 HV3159* NAD 83(1986)-  38 02 49.     (N)    077 13 26.     (W)     SCALED    
 HV3159* NAVD 88     -        68.163  (meters)     223.63   (feet)  ADJUSTED  
 HV3159  ___________________________________________________________________
 HV3159  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HV3159  DYNAMIC HT  -          68.119 (meters)     223.49  (feet)  COMP
 HV3159  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 HV3159
 HV3159  VERT ORDER  -  SECOND    CLASS 0
 HV3159
 HV3159.The horizontal coordinates were scaled from a topographic map and have
 HV3159.an estimated accuracy of +/- 6 seconds.
 HV3159
 HV3159.The orthometric height was determined by differential leveling
 HV3159.and adjusted by the National Geodetic Survey in June 1991..
 HV3159
 HV3159.The geoid height was determined by GEOID03.
 HV3159
 HV3159.The dynamic height is computed by dividing the NAVD 88
 HV3159.geopotential number by the normal gravity value computed on the
 HV3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3159.degrees latitude (g = 980.6199 gals.).
 HV3159
 HV3159.The modeled gravity was interpolated from observed gravity values.
 HV3159
 HV3159;                    North         East    Units  Estimated Accuracy
 HV3159;SPC VA N     - 2,042,990.    3,612,010.      MT  (+/- 180 meters Scaled)
 HV3159
 HV3159                          SUPERSEDED SURVEY CONTROL
 HV3159
 HV3159  NGVD 29 (??/??/??)   68.436  (m)          224.53   (f) ADJUSTED    2 0
 HV3159
 HV3159.Superseded values are not recommended for survey control.
 HV3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3159.See file dsdata.txt to determine how the superseded data were derived.
 HV3159
 HV3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH048133(NAD 83)
 HV3159_MARKER: DB = BENCH MARK DISK
 HV3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3159_STAMPING: C 237 1941
 HV3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3159+STABILITY: SURFACE MOTION
 HV3159
 HV3159  HISTORY     - Date     Condition        Report By
 HV3159  HISTORY     - 1941     MONUMENTED       CGS
 HV3159  HISTORY     - 1949     GOOD             CGS
 HV3159  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3159
 HV3159                          STATION DESCRIPTION
 HV3159
 HV3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3159'1.9 MI SE FROM UPPER ZION.
 HV3159'1.9 MILES SOUTHEAST ALONG RESERVATION ROAD 8 FROM THE POST OFFICE
 HV3159'AT UPPER ZION, CAROLINE COUNTY, 0.4 MILE NORTH OF THE JUNCTION
 HV3159'OF SECONDARY STATE HIGHWAY 641 AT CHRISTOPHER FORK, AT THE
 HV3159'JUNCTION OF A FAINT TRAIL LEADING NORTHEAST, 40 FEET EAST OF THE
 HV3159'CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE
 HV3159'OF THE TRAIL, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 HV3159'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HV3159'C 237 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV3159'3 INCHES ABOVE GROUND.
 HV3159
 HV3159                          STATION RECOVERY (1949)
 HV3159
 HV3159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3159'RECOVERED IN GOOD CONDITION.
 HV3159
 HV3159                          STATION RECOVERY (1999)
 HV3159
 HV3159'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1440 ***********************************************************************
 FX1440  DESIGNATION -  C 238
 FX1440  PID         -  FX1440
 FX1440  STATE/COUNTY-  VA/DINWIDDIE
 FX1440  USGS QUAD   -  CHERRY HILL (1981)
 FX1440
 FX1440                         *CURRENT SURVEY CONTROL
 FX1440  ___________________________________________________________________
 FX1440* NAD 83(1986)-  36 56 43.     (N)    077 32 26.     (W)     SCALED    
 FX1440* NAVD 88     -        52.453  (meters)     172.09   (feet)  POSTED    
 FX1440  ___________________________________________________________________
 FX1440  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 FX1440  DYNAMIC HT  -          52.410 (meters)     171.95  (feet)  COMP
 FX1440  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 FX1440
 FX1440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1440
 FX1440.The horizontal coordinates were scaled from a topographic map and have
 FX1440.an estimated accuracy of +/- 6 seconds.
 FX1440
 FX1440.The orthometric height was determined by differential leveling
 FX1440.and adjusted by the National Geodetic Survey in 1992..
 FX1440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1440.rate of 0.0 thru 1.0 mm/km.
 FX1440
 FX1440.The geoid height was determined by GEOID03.
 FX1440
 FX1440.The dynamic height is computed by dividing the NAVD 88
 FX1440.geopotential number by the normal gravity value computed on the
 FX1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1440.degrees latitude (g = 980.6199 gals.).
 FX1440
 FX1440.The modeled gravity was interpolated from observed gravity values.
 FX1440
 FX1440;                    North         East    Units  Estimated Accuracy
 FX1440;SPC VA S     - 1,068,340.    3,585,460.      MT  (+/- 180 meters Scaled)
 FX1440
 FX1440                          SUPERSEDED SURVEY CONTROL
 FX1440
 FX1440  NGVD 29 (??/??/92)   52.794  (m)          173.21   (f) ADJ UNCH    2 0
 FX1440
 FX1440.Superseded values are not recommended for survey control.
 FX1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1440.See file dsdata.txt to determine how the superseded data were derived.
 FX1440
 FX1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF737918(NAD 83)
 FX1440_MARKER: DB = BENCH MARK DISK
 FX1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1440_SP_SET: CULVERT
 FX1440_STAMPING: C 238 1942
 FX1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1440
 FX1440  HISTORY     - Date     Condition        Report By
 FX1440  HISTORY     - 1942     MONUMENTED       CGS
 FX1440  HISTORY     - 1961     GOOD             NGS
 FX1440  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1440
 FX1440                          STATION DESCRIPTION
 FX1440
 FX1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1440'7.9 MI W FROM STONY CREEK.
 FX1440'IN DINWIDDIE COUNTY, 7.9 MILES WEST ALONG STATE HIGHWAY 40 FROM
 FX1440'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT STONY CREEK,
 FX1440'SUSSEX COUNTY, 125 FEET WEST OF THE CENTER OF THE JUNCTION OF
 FX1440'STATE SECONDARY ROAD 665, IN THE EAST END OF THE SOUTH HEADWALL
 FX1440'OF A CONCRETE CULVERT, 29 FEET SOUTH OF THE CENTERLINE OF THE
 FX1440'HIGHWAY, AND 5.5 FEET LOWER THAN THE PAVEMENT.  A STANDARD DISK,
 FX1440'STAMPED C 238 1942.  THIS MARK IS COVERED WITH ABOUT 3 FOOT OF
 FX1440'DIRT.
 FX1440
 FX1440                          STATION RECOVERY (2001)
 FX1440
 FX1440'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1640 ***********************************************************************
 FX1640  DESIGNATION -  C 239
 FX1640  PID         -  FX1640
 FX1640  STATE/COUNTY-  VA/BRUNSWICK
 FX1640  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1640
 FX1640                         *CURRENT SURVEY CONTROL
 FX1640  ___________________________________________________________________
 FX1640* NAD 83(1986)-  36 52 12.     (N)    077 44 12.     (W)     SCALED    
 FX1640* NAVD 88     -        60.907  (meters)     199.83   (feet)  POSTED    
 FX1640  ___________________________________________________________________
 FX1640  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 FX1640  DYNAMIC HT  -          60.860 (meters)     199.67  (feet)  COMP
 FX1640  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 FX1640
 FX1640  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1640
 FX1640.The horizontal coordinates were scaled from a topographic map and have
 FX1640.an estimated accuracy of +/- 6 seconds.
 FX1640
 FX1640.The orthometric height was determined by differential leveling
 FX1640.and adjusted by the National Geodetic Survey in 1992..
 FX1640.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1640.rate of 0.0 thru 1.0 mm/km.
 FX1640
 FX1640.The geoid height was determined by GEOID03.
 FX1640
 FX1640.The dynamic height is computed by dividing the NAVD 88
 FX1640.geopotential number by the normal gravity value computed on the
 FX1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1640.degrees latitude (g = 980.6199 gals.).
 FX1640
 FX1640.The modeled gravity was interpolated from observed gravity values.
 FX1640
 FX1640;                    North         East    Units  Estimated Accuracy
 FX1640;SPC VA S     - 1,059,830.    3,568,060.      MT  (+/- 180 meters Scaled)
 FX1640
 FX1640                          SUPERSEDED SURVEY CONTROL
 FX1640
 FX1640  NGVD 29 (??/??/92)   61.227  (m)          200.88   (f) ADJ UNCH    2 0
 FX1640
 FX1640.Superseded values are not recommended for survey control.
 FX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1640.See file dsdata.txt to determine how the superseded data were derived.
 FX1640
 FX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF560839(NAD 83)
 FX1640_MARKER: DB = BENCH MARK DISK
 FX1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1640_SP_SET: BRIDGE
 FX1640_STAMPING: C 239 1942
 FX1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1640+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2001
 FX1640
 FX1640  HISTORY     - Date     Condition        Report By
 FX1640  HISTORY     - 1942     MONUMENTED       CGS
 FX1640  HISTORY     - 1961     GOOD             NGS
 FX1640  HISTORY     - 20010312 GOOD             USPSQD
 FX1640
 FX1640                          STATION DESCRIPTION
 FX1640
 FX1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1640'3 MI N FROM SMOKY ORDINARY.
 FX1640'ABOUT 3 MILES ALONG STATE HIGHWAY 140 FROM THE BRIDGE OVER
 FX1640'THE VIRGINIAN RAILWAY AT SMOKY ORDINARY, BRUNSWICK COUNTY, AT
 FX1640'THE BRIDGE OVER STURGEON CREEK, IN THE SOUTHEAST CONCRETE
 FX1640'ABUTMENT, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FX1640'ABOUT LEVEL WITH THE PAVEMENT.  A STANDARD DISK, STAMPED C 239
 FX1640'1942.
 FX1640
 FX1640                          STATION RECOVERY (2001)
 FX1640
 FX1640'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0451 ***********************************************************************
 HW0451  DESIGNATION -  C 24
 HW0451  PID         -  HW0451
 HW0451  STATE/COUNTY-  VA/ALBEMARLE
 HW0451  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0451
 HW0451                         *CURRENT SURVEY CONTROL
 HW0451  ___________________________________________________________________
 HW0451* NAD 83(1986)-  38 00 45.     (N)    078 28 30.     (W)     SCALED    
 HW0451* NAVD 88     -       102.207  (meters)     335.32   (feet)  ADJUSTED  
 HW0451  ___________________________________________________________________
 HW0451  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW0451  DYNAMIC HT  -         102.138 (meters)     335.10  (feet)  COMP
 HW0451  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 HW0451
 HW0451  VERT ORDER  -  SECOND    CLASS 0
 HW0451
 HW0451.The horizontal coordinates were scaled from a topographic map and have
 HW0451.an estimated accuracy of +/- 6 seconds.
 HW0451
 HW0451.The orthometric height was determined by differential leveling
 HW0451.and adjusted by the National Geodetic Survey in June 1991..
 HW0451
 HW0451.The geoid height was determined by GEOID03.
 HW0451
 HW0451.The dynamic height is computed by dividing the NAVD 88
 HW0451.geopotential number by the normal gravity value computed on the
 HW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0451.degrees latitude (g = 980.6199 gals.).
 HW0451
 HW0451.The modeled gravity was interpolated from observed gravity values.
 HW0451
 HW0451;                    North         East    Units  Estimated Accuracy
 HW0451;SPC VA S     - 1,186,350.    3,502,200.      MT  (+/- 180 meters Scaled)
 HW0451
 HW0451                          SUPERSEDED SURVEY CONTROL
 HW0451
 HW0451  NGVD 29 (??/??/92)  102.455  (m)          336.14   (f) ADJ UNCH    2 0
 HW0451
 HW0451.Superseded values are not recommended for survey control.
 HW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0451.See file dsdata.txt to determine how the superseded data were derived.
 HW0451
 HW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC216102(NAD 83)
 HW0451_MARKER: DD = SURVEY DISK
 HW0451_SETTING: 66 = SET IN ROCK OUTCROP
 HW0451_SP_SET: ROCK LEDGE
 HW0451_STAMPING: C 24 TT NO 1 J 1926
 HW0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0451+STABILITY: POSITION/ELEVATION WELL
 HW0451
 HW0451  HISTORY     - Date     Condition        Report By
 HW0451  HISTORY     - 1926     MONUMENTED       USGS
 HW0451  HISTORY     - 1964     GOOD             NGS
 HW0451
 HW0451                          STATION DESCRIPTION
 HW0451
 HW0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0451'1.5 MI S FROM CHARLOTTESVILLE.
 HW0451'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 239 FROM
 HW0451'CHARLOTTESVILLE, ALBEMARLE COUNTY, ABOUT 160 FEET SOUTH OF A
 HW0451'POINT 35 FEET EAST OF THE JUNCTION OF STATE HIGHWAY 613, ABOUT
 HW0451'262 FEET SOUTHWEST OF THE FACE OF THE BACK WALL OF THE SOUTHWEST
 HW0451'ABUTMENT OF THE BRIDGE OVER MOORES CREEK, 22 1/2 FEET SOUTHEAST
 HW0451'OF THE CENTER LINE OF STATE HIGHWAY 613, 1 FOOT SOUTHEAST OF A
 HW0451'FENCE, IN THE TOP OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN
 HW0451'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HW0451'STAMPED C 24 TT NO 1 J 1926.  NOTE-- THE HIGHWAY NUMBER HAS BEEN
 HW0451'CHANGED TO STATE HIGHWAY 20 AND THE FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0687 ***********************************************************************
 FZ0687  DESIGNATION -  C 24
 FZ0687  PID         -  FZ0687
 FZ0687  STATE/COUNTY-  VA/SMYTH
 FZ0687  USGS QUAD   -  ATKINS (1991)
 FZ0687
 FZ0687                         *CURRENT SURVEY CONTROL
 FZ0687  ___________________________________________________________________
 FZ0687* NAD 83(1986)-  36 52 02.     (N)    081 25 32.     (W)     SCALED    
 FZ0687* NAVD 88     -       697.414  (meters)    2288.10   (feet)  ADJUSTED  
 FZ0687  ___________________________________________________________________
 FZ0687  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0687  DYNAMIC HT  -         696.760 (meters)    2285.95  (feet)  COMP
 FZ0687  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 FZ0687
 FZ0687  VERT ORDER  -  FIRST     CLASS II
 FZ0687
 FZ0687.The horizontal coordinates were scaled from a topographic map and have
 FZ0687.an estimated accuracy of +/- 6 seconds.
 FZ0687
 FZ0687.The orthometric height was determined by differential leveling
 FZ0687.and adjusted by the National Geodetic Survey in June 1991..
 FZ0687
 FZ0687.The geoid height was determined by GEOID03.
 FZ0687
 FZ0687.The dynamic height is computed by dividing the NAVD 88
 FZ0687.geopotential number by the normal gravity value computed on the
 FZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0687.degrees latitude (g = 980.6199 gals.).
 FZ0687
 FZ0687.The modeled gravity was interpolated from observed gravity values.
 FZ0687
 FZ0687;                    North         East    Units  Estimated Accuracy
 FZ0687;SPC VA S     - 1,063,290.    3,239,190.      MT  (+/- 180 meters Scaled)
 FZ0687
 FZ0687                          SUPERSEDED SURVEY CONTROL
 FZ0687
 FZ0687  NGVD 29 (??/??/92)  697.478  (m)         2288.31   (f) ADJ UNCH    1 2
 FZ0687
 FZ0687.Superseded values are not recommended for survey control.
 FZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0687.See file dsdata.txt to determine how the superseded data were derived.
 FZ0687
 FZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA620802(NAD 83)
 FZ0687_MARKER: DB = BENCH MARK DISK
 FZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0687_STAMPING: 2288.483 C 24 1931
 FZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0687+STABILITY: SURFACE MOTION
 FZ0687
 FZ0687  HISTORY     - Date     Condition        Report By
 FZ0687  HISTORY     - 1931     MONUMENTED       CGS
 FZ0687  HISTORY     - 1959     GOOD             NGS
 FZ0687  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ0687
 FZ0687                          STATION DESCRIPTION
 FZ0687
 FZ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0687'AT ATKINS.
 FZ0687'AT ATKINS, ALONG THE NORFOLK AND WESTERN RAILWAY, 50 YARDS WEST
 FZ0687'OF THE STATION, 156 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 FZ0687'THE SOUTHWEST CORNER OF OLD RAILWAY STATION BUILDING, 126 FEET
 FZ0687'SOUTHWEST OF AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF
 FZ0687'WAITING BOOTH STATION, 15 FEET SOUTH OF THE SOUTH RAIL OF SIDING,
 FZ0687'50 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 58 FEET EAST
 FZ0687'OF THE CENTER LINE OF ROAD NO. 625, 79 FEET EAST OF THE CENTER
 FZ0687'OF THE CROSSING OF ROAD 625 AND MAIN TRACK, 27 FEET EAST OF A
 FZ0687'TELEPHONE POLE, 5 1/2 FEET NORTH OF A WIRE FENCE, 127 YARDS WEST
 FZ0687'OF BENCH MARK K 2 (USGS), ABOUT 2 FEET BELOW THE LEVEL OF THE
 FZ0687'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FZ0687
 FZ0687                          STATION RECOVERY (1984)
 FZ0687
 FZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0687'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1418 ***********************************************************************
 FX1418  DESIGNATION -  C 240
 FX1418  PID         -  FX1418
 FX1418  STATE/COUNTY-  VA/DINWIDDIE
 FX1418  USGS QUAD   -  CHERRY HILL (1981)
 FX1418
 FX1418                         *CURRENT SURVEY CONTROL
 FX1418  ___________________________________________________________________
 FX1418* NAD 83(1986)-  36 59 57.     (N)    077 34 36.     (W)     SCALED    
 FX1418* NAVD 88     -        78.079  (meters)     256.16   (feet)  POSTED    
 FX1418  ___________________________________________________________________
 FX1418  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 FX1418  DYNAMIC HT  -          78.020 (meters)     255.97  (feet)  COMP
 FX1418  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 FX1418
 FX1418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1418
 FX1418.The horizontal coordinates were scaled from a topographic map and have
 FX1418.an estimated accuracy of +/- 6 seconds.
 FX1418
 FX1418.The orthometric height was determined by differential leveling
 FX1418.and adjusted by the National Geodetic Survey in 1992..
 FX1418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1418.rate of 0.0 thru 1.0 mm/km.
 FX1418
 FX1418.The geoid height was determined by GEOID03.
 FX1418
 FX1418.The dynamic height is computed by dividing the NAVD 88
 FX1418.geopotential number by the normal gravity value computed on the
 FX1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1418.degrees latitude (g = 980.6199 gals.).
 FX1418
 FX1418.The modeled gravity was interpolated from observed gravity values.
 FX1418
 FX1418;                    North         East    Units  Estimated Accuracy
 FX1418;SPC VA S     - 1,074,290.    3,582,180.      MT  (+/- 180 meters Scaled)
 FX1418
 FX1418                          SUPERSEDED SURVEY CONTROL
 FX1418
 FX1418  NGVD 29 (??/??/92)   78.410  (m)          257.25   (f) ADJ UNCH    2 0
 FX1418
 FX1418.Superseded values are not recommended for survey control.
 FX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1418.See file dsdata.txt to determine how the superseded data were derived.
 FX1418
 FX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF707978(NAD 83)
 FX1418_MARKER: DB = BENCH MARK DISK
 FX1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1418_STAMPING: C 240 1942
 FX1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1418+STABILITY: SURFACE MOTION
 FX1418
 FX1418  HISTORY     - Date     Condition        Report By
 FX1418  HISTORY     - 1942     MONUMENTED       CGS
 FX1418  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1418  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1418  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1418
 FX1418                          STATION DESCRIPTION
 FX1418
 FX1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1418'5.9 MI S FROM DINWIDDIE.
 FX1418'5.9 MILES SOUTH ALONG STATE SECONDARY ROADS 626, 660 AND 619 FROM
 FX1418'DINWIDDIE, DINWIDDIE COUNTY, 0.2 MILE NORTHWEST OF A LARGE WHITE
 FX1418'HOUSE 0.1 MILE EAST OF THE HIGHWAY, NEAR THE SOUTH EDGE OF A
 FX1418'WOODED AREA, 100 FEET SOUTH OF A POWERLINE POLE, IN LINE WITH THE
 FX1418'ROW OF POLES, 41.2 FEET EAST OF THE CENTERLINE OF ROAD 619, AND
 FX1418'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED C
 FX1418'240 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1418
 FX1418                          STATION RECOVERY (1995)
 FX1418
 FX1418'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1418'MARK NOT FOUND.
 FX1418
 FX1418                          STATION RECOVERY (2001)
 FX1418
 FX1418'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2107 ***********************************************************************
 GV2107  DESIGNATION -  C 242
 GV2107  PID         -  GV2107
 GV2107  STATE/COUNTY-  VA/AMELIA
 GV2107  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2107
 GV2107                         *CURRENT SURVEY CONTROL
 GV2107  ___________________________________________________________________
 GV2107* NAD 83(1986)-  37 20 15.     (N)    077 59 51.     (W)     SCALED    
 GV2107* NAVD 88     -       105.019  (meters)     344.55   (feet)  ADJUSTED  
 GV2107  ___________________________________________________________________
 GV2107  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GV2107  DYNAMIC HT  -         104.946 (meters)     344.31  (feet)  COMP
 GV2107  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 GV2107
 GV2107  VERT ORDER  -  SECOND    CLASS 0
 GV2107
 GV2107.The horizontal coordinates were scaled from a topographic map and have
 GV2107.an estimated accuracy of +/- 6 seconds.
 GV2107
 GV2107.The orthometric height was determined by differential leveling
 GV2107.and adjusted by the National Geodetic Survey in June 1991..
 GV2107
 GV2107.The geoid height was determined by GEOID03.
 GV2107
 GV2107.The dynamic height is computed by dividing the NAVD 88
 GV2107.geopotential number by the normal gravity value computed on the
 GV2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2107.degrees latitude (g = 980.6199 gals.).
 GV2107
 GV2107.The modeled gravity was interpolated from observed gravity values.
 GV2107
 GV2107;                    North         East    Units  Estimated Accuracy
 GV2107;SPC VA S     - 1,111,560.    3,544,530.      MT  (+/- 180 meters Scaled)
 GV2107
 GV2107                          SUPERSEDED SURVEY CONTROL
 GV2107
 GV2107  NGVD 29 (??/??/??)  105.292  (m)          345.45   (f) ADJUSTED    2 0
 GV2107
 GV2107.Superseded values are not recommended for survey control.
 GV2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2107.See file dsdata.txt to determine how the superseded data were derived.
 GV2107
 GV2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG344365(NAD 83)
 GV2107_MARKER: DB = BENCH MARK DISK
 GV2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2107_STAMPING: C 242 1942
 GV2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2107+STABILITY: SURFACE MOTION
 GV2107
 GV2107  HISTORY     - Date     Condition        Report By
 GV2107  HISTORY     - 1942     MONUMENTED       CGS
 GV2107  HISTORY     - 1965     GOOD             CGS
 GV2107  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV2107  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV2107
 GV2107                          STATION DESCRIPTION
 GV2107
 GV2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV2107'1 MI SW FROM AMELIA.
 GV2107'1.0 MILE SOUTHWEST ALON  THE SOUTHERN RAILROAD FROM THE STATION
 GV2107'AT AMELIA, 6 RAILS SOUTHWEST OF A PRIVATE ROAD CROSSING, 3
 GV2107'RAILS NORTHEAST OF MILE-POST NO. 103, ABOUT 500 FEET EAST OF A
 GV2107'LARGE WHITE STOCK BARN, 29.6 FEET NORTHWEST OF THE NORHWEST
 GV2107'RAIL OF THE TRACK, 28 FEET NORTHEAST OF THE SECOND TELEGRAPH
 GV2107'POLE SOUTHWEST OF THE ROAD CROSSING, 3.5 FEET SOUTHEAST OF THE
 GV2107'RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST.
 GV2107
 GV2107                          STATION RECOVERY (2000)
 GV2107
 GV2107'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2107'MARK NOT FOUND.
 GV2107
 GV2107                          STATION RECOVERY (2004)
 GV2107
 GV2107'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2175 ***********************************************************************
 GV2175  DESIGNATION -  C 243
 GV2175  PID         -  GV2175
 GV2175  STATE/COUNTY-  VA/CHESTERFIELD
 GV2175  USGS QUAD   -  CLAYVILLE (1968)
 GV2175
 GV2175                         *CURRENT SURVEY CONTROL
 GV2175  ___________________________________________________________________
 GV2175* NAD 83(1986)-  37 22 46.     (N)    077 45 18.     (W)     SCALED    
 GV2175* NAVD 88     -        95.720  (meters)     314.04   (feet)  ADJUSTED  
 GV2175  ___________________________________________________________________
 GV2175  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GV2175  DYNAMIC HT  -          95.652 (meters)     313.82  (feet)  COMP
 GV2175  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 GV2175
 GV2175  VERT ORDER  -  SECOND    CLASS 0
 GV2175
 GV2175.The horizontal coordinates were scaled from a topographic map and have
 GV2175.an estimated accuracy of +/- 6 seconds.
 GV2175
 GV2175.The orthometric height was determined by differential leveling
 GV2175.and adjusted by the National Geodetic Survey in June 1991..
 GV2175
 GV2175.The geoid height was determined by GEOID03.
 GV2175
 GV2175.The dynamic height is computed by dividing the NAVD 88
 GV2175.geopotential number by the normal gravity value computed on the
 GV2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2175.degrees latitude (g = 980.6199 gals.).
 GV2175
 GV2175.The modeled gravity was interpolated from observed gravity values.
 GV2175
 GV2175;                    North         East    Units  Estimated Accuracy
 GV2175;SPC VA S     - 1,116,350.    3,565,980.      MT  (+/- 180 meters Scaled)
 GV2175
 GV2175                          SUPERSEDED SURVEY CONTROL
 GV2175
 GV2175  NGVD 29 (??/??/??)   96.010  (m)          314.99   (f) ADJUSTED    2 0
 GV2175
 GV2175.Superseded values are not recommended for survey control.
 GV2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2175.See file dsdata.txt to determine how the superseded data were derived.
 GV2175
 GV2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG560405(NAD 83)
 GV2175_MARKER: DB = BENCH MARK DISK
 GV2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2175_STAMPING: C 243 1942
 GV2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2175+STABILITY: SURFACE MOTION
 GV2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2175+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2175
 GV2175  HISTORY     - Date     Condition        Report By
 GV2175  HISTORY     - 1942     MONUMENTED       CGS
 GV2175  HISTORY     - 1961     GOOD             CGS
 GV2175  HISTORY     - 1988     GOOD             USPSQD
 GV2175  HISTORY     - 1990     GOOD             USPSQD
 GV2175  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2175  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2175  HISTORY     - 20000111 MARK NOT FOUND   USPSQD
 GV2175  HISTORY     - 20041023 GOOD             USPSQD
 GV2175
 GV2175                          STATION DESCRIPTION
 GV2175
 GV2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2175'3.4 MI NW FROM WINTERPOCK.
 GV2175'3.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 603 FROM THE POST
 GV2175'OFFICE AT WINTERPOCK, CHESTERFIELD COUNTY, 1.0 MILE SOUTHEAST
 GV2175'OF THE SOUTHEAST JUNCTION OF U.S. HIGHWAY 360, 0.4 MILE SOUTHEAST
 GV2175'OF THE JUNCTION OF A ROAD LEADING SOUTH, IN THE EAST QUARTER OF
 GV2175'AN OLD ROAD INTERSECTION, 32 FEET NORTHEAST OF THE CENTERLINE OF
 GV2175'THE HIGHWAY, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD,
 GV2175'9 FEET SOUTH OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE ON
 GV2175'THE SOUTHWEST SIDE, AND 1.2 FEET SOUTHWEST OF A WHITE WOODEN
 GV2175'WITNESS POST.  A STANDARD DISK, STAMPED C 243 1942 AND SET IN THE
 GV2175'TOP OF A CONCRETE POST.
 GV2175
 GV2175                          STATION RECOVERY (1988)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2175'RECOVERED IN GOOD CONDITION.
 GV2175
 GV2175                          STATION RECOVERY (1990)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV2175'RECOVERED IN GOOD CONDITION.
 GV2175
 GV2175                          STATION RECOVERY (1991)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV2175'MARK NOT FOUND.
 GV2175
 GV2175                          STATION RECOVERY (1994)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2175'MARK NOT FOUND.
 GV2175
 GV2175                          STATION RECOVERY (2000)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2175'MARK NOT FOUND.
 GV2175
 GV2175                          STATION RECOVERY (2004)
 GV2175
 GV2175'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2175'MARK IS 15FT SOUTHEAST OF CENTER OF DRIVE TO 8901 BEAVER RIDGE RD
 GV2175' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2119 ***********************************************************************
 GV2119  DESIGNATION -  C 245
 GV2119  PID         -  GV2119
 GV2119  STATE/COUNTY-  VA/CHESTERFIELD
 GV2119  USGS QUAD   -  CHESTERFIELD (1994)
 GV2119
 GV2119                         *CURRENT SURVEY CONTROL
 GV2119  ___________________________________________________________________
 GV2119* NAD 83(1986)-  37 23 17.     (N)    077 35 55.     (W)     SCALED    
 GV2119* NAVD 88     -        72.790  (meters)     238.81   (feet)  ADJUSTED  
 GV2119  ___________________________________________________________________
 GV2119  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV2119  DYNAMIC HT  -          72.738 (meters)     238.64  (feet)  COMP
 GV2119  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 GV2119
 GV2119  VERT ORDER  -  SECOND    CLASS 0
 GV2119
 GV2119.The horizontal coordinates were scaled from a topographic map and have
 GV2119.an estimated accuracy of +/- 6 seconds.
 GV2119
 GV2119.The orthometric height was determined by differential leveling
 GV2119.and adjusted by the National Geodetic Survey in June 1991..
 GV2119
 GV2119.The geoid height was determined by GEOID03.
 GV2119
 GV2119.The dynamic height is computed by dividing the NAVD 88
 GV2119.geopotential number by the normal gravity value computed on the
 GV2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2119.degrees latitude (g = 980.6199 gals.).
 GV2119
 GV2119.The modeled gravity was interpolated from observed gravity values.
 GV2119
 GV2119;                    North         East    Units  Estimated Accuracy
 GV2119;SPC VA S     - 1,117,430.    3,579,820.      MT  (+/- 180 meters Scaled)
 GV2119
 GV2119                          SUPERSEDED SURVEY CONTROL
 GV2119
 GV2119  NGVD 29 (??/??/??)   73.092  (m)          239.80   (f) ADJUSTED    2 0
 GV2119
 GV2119.Superseded values are not recommended for survey control.
 GV2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2119.See file dsdata.txt to determine how the superseded data were derived.
 GV2119
 GV2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG699410(NAD 83)
 GV2119_MARKER: DB = BENCH MARK DISK
 GV2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2119_STAMPING: C 245 1942
 GV2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2119+STABILITY: SURFACE MOTION
 GV2119
 GV2119  HISTORY     - Date     Condition        Report By
 GV2119  HISTORY     - 1942     MONUMENTED       CGS
 GV2119  HISTORY     - 1961     GOOD             CGS
 GV2119  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2119  HISTORY     - 1990     GOOD             USPSQD
 GV2119  HISTORY     - 19940220 GOOD             USPSQD
 GV2119  HISTORY     - 19980623 GOOD             VADHT
 GV2119  HISTORY     - 19991027 GOOD             USPSQD
 GV2119  HISTORY     - 20040624 GOOD             USPSQD
 GV2119  HISTORY     - 20050418 GOOD             GEOCAC
 GV2119
 GV2119                          STATION DESCRIPTION
 GV2119
 GV2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2119'2.3 MI NW FROM BEACH.
 GV2119'2.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 654 FROM
 GV2119'THE POST OFFICE AT BEACH, CHESTERFIELD COUNTY, THENCE 0.7
 GV2119'MILE NORTHEAST ALONG SECONDARY STATE HIGWAY 653, AT THE SUMMIT
 GV2119'OF A HILL AND THE JUNCTION OF A ROAD LEADING EAST, 32 FEET
 GV2119'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF THE
 GV2119'CENTERINE OF THE SIDE ROAD, 1.4 FEET NORTHWEST OF A WHITE WOODEN
 GV2119'WITNESS POST, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GV2119'A STANDARD DISK, STAMPED C 245 1942 AND SET IN THE TOP OF A
 GV2119'CONCRETE POST.
 GV2119
 GV2119                          STATION RECOVERY (1961)
 GV2119
 GV2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2119'RECOVERED IN GOOD CONDITION.
 GV2119
 GV2119                          STATION RECOVERY (1989)
 GV2119
 GV2119'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBK)
 GV2119'MARK NOT FOUND.
 GV2119
 GV2119                          STATION RECOVERY (1990)
 GV2119
 GV2119'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2119'RECOVERED IN GOOD CONDITION.
 GV2119
 GV2119                          STATION RECOVERY (1994)
 GV2119
 GV2119'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2119'RECOVERED IN GOOD CONDITION.
 GV2119
 GV2119                          STATION RECOVERY (1998)
 GV2119
 GV2119'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2119'RECOVERED IN GOOD CONDITION.
 GV2119
 GV2119                          STATION RECOVERY (1999)
 GV2119
 GV2119'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2119'RECOVERED IN GOOD CONDITION.
 GV2119
 GV2119                          STATION RECOVERY (2004)
 GV2119
 GV2119'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 GV2119'THE ROAD LEADING EAST IS FIRE ROAD NO 270
 GV2119
 GV2119                          STATION RECOVERY (2005)
 GV2119
 GV2119'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GV2119'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2164 ***********************************************************************
 GV2164  DESIGNATION -  C 246
 GV2164  PID         -  GV2164
 GV2164  STATE/COUNTY-  VA/CHESTERFIELD
 GV2164  USGS QUAD   -  BEACH (1994)
 GV2164
 GV2164                         *CURRENT SURVEY CONTROL
 GV2164  ___________________________________________________________________
 GV2164* NAD 83(1986)-  37 18 44.     (N)    077 37 19.     (W)     SCALED    
 GV2164* NAVD 88     -        95.002  (meters)     311.69   (feet)  ADJUSTED  
 GV2164  ___________________________________________________________________
 GV2164  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GV2164  DYNAMIC HT  -          94.933 (meters)     311.46  (feet)  COMP
 GV2164  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 GV2164
 GV2164  VERT ORDER  -  SECOND    CLASS 0
 GV2164
 GV2164.The horizontal coordinates were scaled from a topographic map and have
 GV2164.an estimated accuracy of +/- 6 seconds.
 GV2164
 GV2164.The orthometric height was determined by differential leveling
 GV2164.and adjusted by the National Geodetic Survey in June 1991..
 GV2164
 GV2164.The geoid height was determined by GEOID03.
 GV2164
 GV2164.The dynamic height is computed by dividing the NAVD 88
 GV2164.geopotential number by the normal gravity value computed on the
 GV2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2164.degrees latitude (g = 980.6199 gals.).
 GV2164
 GV2164.The modeled gravity was interpolated from observed gravity values.
 GV2164
 GV2164;                    North         East    Units  Estimated Accuracy
 GV2164;SPC VA S     - 1,108,990.    3,577,830.      MT  (+/- 180 meters Scaled)
 GV2164
 GV2164                          SUPERSEDED SURVEY CONTROL
 GV2164
 GV2164  NGVD 29 (??/??/??)   95.309  (m)          312.69   (f) ADJUSTED    2 0
 GV2164
 GV2164.Superseded values are not recommended for survey control.
 GV2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2164.See file dsdata.txt to determine how the superseded data were derived.
 GV2164
 GV2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG676327(NAD 83)
 GV2164_MARKER: DB = BENCH MARK DISK
 GV2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2164_STAMPING: C 246 1942
 GV2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2164+STABILITY: SURFACE MOTION
 GV2164
 GV2164  HISTORY     - Date     Condition        Report By
 GV2164  HISTORY     - 1942     MONUMENTED       CGS
 GV2164  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2164  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2164  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2164  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2164
 GV2164                          STATION DESCRIPTION
 GV2164
 GV2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2164'5 MI S FROM BEACH.
 GV2164'3.9 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 654 FROM THE POST
 GV2164'OFFICE AT BEACH, CHESTERFIELD COUNTY, THENCE 1.0 MILE NORTHWEST
 GV2164'ALONG SECONDARY STATE HIGHWAY 602, 0.3 MILE SOUTHEAST OF THE
 GV2164'JUNCTION OF SECONDARY STATE HIGHWAY 657 LEADING SOUTHWEST, IN
 GV2164'THE SOUTHWEST CORNER OF A FARMHOUSE YARD, 49 FEET SOUTHWEST OF THE
 GV2164'SOUTHWEST CORNER OF A BARN, 39 FEET WEST-SOUTHWEST OF A 3-FOOT OAK
 GV2164'TREE ON THE SOUTH SIDE OF THE BARN, 22.4 FEET NORTH OF THE
 GV2164'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 GV2164'WITNESS POST.  A STANDARD DISK, STAMPED C 246 1942 AND SET IN
 GV2164'THE TOP OF A CONCRETE POST.
 GV2164
 GV2164                          STATION RECOVERY (1988)
 GV2164
 GV2164'RECOVERY NOTE BY US POWER SQUADRON 1988 (TOM)
 GV2164'MARK NOT FOUND.
 GV2164
 GV2164                          STATION RECOVERY (1999)
 GV2164
 GV2164'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2164'MARK NOT FOUND.
 GV2164
 GV2164                          STATION RECOVERY (2004)
 GV2164
 GV2164'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1638 ***********************************************************************
 GV1638  DESIGNATION -  C 247
 GV1638  PID         -  GV1638
 GV1638  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1638  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1638
 GV1638                         *CURRENT SURVEY CONTROL
 GV1638  ___________________________________________________________________
 GV1638* NAD 83(1986)-  37 14 47.     (N)    077 21 33.     (W)     SCALED    
 GV1638* NAVD 88     -        13.778  (meters)      45.20   (feet)  ADJUSTED  
 GV1638  ___________________________________________________________________
 GV1638  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1638  DYNAMIC HT  -          13.768 (meters)      45.17  (feet)  COMP
 GV1638  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 GV1638
 GV1638  VERT ORDER  -  FIRST     CLASS II
 GV1638
 GV1638.The horizontal coordinates were scaled from a topographic map and have
 GV1638.an estimated accuracy of +/- 6 seconds.
 GV1638
 GV1638.The orthometric height was determined by differential leveling
 GV1638.and adjusted by the National Geodetic Survey in June 1991..
 GV1638
 GV1638.The geoid height was determined by GEOID03.
 GV1638
 GV1638.The dynamic height is computed by dividing the NAVD 88
 GV1638.geopotential number by the normal gravity value computed on the
 GV1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1638.degrees latitude (g = 980.6199 gals.).
 GV1638
 GV1638.The modeled gravity was interpolated from observed gravity values.
 GV1638
 GV1638;                    North         East    Units  Estimated Accuracy
 GV1638;SPC VA S     - 1,101,940.    3,601,210.      MT  (+/- 180 meters Scaled)
 GV1638
 GV1638                          SUPERSEDED SURVEY CONTROL
 GV1638
 GV1638  NGVD 29 (??/??/??)   14.135  (m)           46.37   (f) ADJUSTED    1 2
 GV1638
 GV1638.Superseded values are not recommended for survey control.
 GV1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1638.See file dsdata.txt to determine how the superseded data were derived.
 GV1638
 GV1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG907248(NAD 83)
 GV1638_MARKER: DB = BENCH MARK DISK
 GV1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1638_SP_SET: CONCRETE BLOCK
 GV1638_STAMPING: C 247 1942
 GV1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1638
 GV1638  HISTORY     - Date     Condition        Report By
 GV1638  HISTORY     - 1942     MONUMENTED       CGS
 GV1638  HISTORY     - 1963     GOOD             CGS
 GV1638  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1638  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1638  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1638
 GV1638                          STATION DESCRIPTION
 GV1638
 GV1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1638'2.5 MI E FROM PETERSBURG.
 GV1638'IN PRINCE GEORGE COUNTY, ABOUT 2.5 MILES EAST ALONG THE CITY POINT
 GV1638'BRANCH OF THE NORFOLK AND WESTERN RAILWAY FROM THE PASSENGER
 GV1638'STATION AT PETERSBURG, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST P 3,
 GV1638'71 FEET NORTHWEST OF THE CENTER LINE OF AN UNUSED GRAVEL ROAD AT
 GV1638'THE NORTHWEST EDGE OF THE PETERSBURG NATIONAL MILITARY PARK, 62.5
 GV1638'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37.8 FEET SOUTHEAST OF A
 GV1638'POLE, AND IN A 2-1/2-BY 6-FOOT CONCRETE BLOCK PROJECTING ABOUT
 GV1638'2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 247 1942.
 GV1638
 GV1638                          STATION RECOVERY (1998)
 GV1638
 GV1638'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1638'MARK NOT FOUND.
 GV1638
 GV1638                          STATION RECOVERY (2003)
 GV1638
 GV1638'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1638'MARK NOT FOUND.
 GV1638
 GV1638                          STATION RECOVERY (2004)
 GV1638
 GV1638'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2329 ***********************************************************************
 GV2329  DESIGNATION -  C 248
 GV2329  PID         -  GV2329
 GV2329  STATE/COUNTY-  VA/DINWIDDIE
 GV2329  USGS QUAD   -  DARVILLS (1980)
 GV2329
 GV2329                         *CURRENT SURVEY CONTROL
 GV2329  ___________________________________________________________________
 GV2329* NAD 83(1986)-  37 05 18.     (N)    077 51 24.     (W)     SCALED    
 GV2329* NAVD 88     -        87.893  (meters)     288.36   (feet)  POSTED    
 GV2329  ___________________________________________________________________
 GV2329  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 GV2329  DYNAMIC HT  -          87.830 (meters)     288.16  (feet)  COMP
 GV2329  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 GV2329
 GV2329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV2329
 GV2329.The horizontal coordinates were scaled from a topographic map and have
 GV2329.an estimated accuracy of +/- 6 seconds.
 GV2329
 GV2329.The orthometric height was determined by differential leveling
 GV2329.and adjusted by the National Geodetic Survey in 1992..
 GV2329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV2329.rate of 1.1 thru 2.0 mm/km.
 GV2329
 GV2329.The geoid height was determined by GEOID03.
 GV2329
 GV2329.The dynamic height is computed by dividing the NAVD 88
 GV2329.geopotential number by the normal gravity value computed on the
 GV2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2329.degrees latitude (g = 980.6199 gals.).
 GV2329
 GV2329.The modeled gravity was interpolated from observed gravity values.
 GV2329
 GV2329;                    North         East    Units  Estimated Accuracy
 GV2329;SPC VA S     - 1,083,980.    3,557,200.      MT  (+/- 180 meters Scaled)
 GV2329
 GV2329                          SUPERSEDED SURVEY CONTROL
 GV2329
 GV2329  NGVD 29 (??/??/??)   88.193  (m)          289.35   (f) ADJUSTED    2 0
 GV2329
 GV2329.Superseded values are not recommended for survey control.
 GV2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2329.See file dsdata.txt to determine how the superseded data were derived.
 GV2329
 GV2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG460084(NAD 83)
 GV2329_MARKER: DB = BENCH MARK DISK
 GV2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2329_STAMPING: C 248 1942
 GV2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2329+STABILITY: SURFACE MOTION
 GV2329
 GV2329  HISTORY     - Date     Condition        Report By
 GV2329  HISTORY     - 1942     MONUMENTED       CGS
 GV2329  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2329  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2329  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV2329
 GV2329                          STATION DESCRIPTION
 GV2329
 GV2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2329'4.8 MI S FROM WILSON.
 GV2329'4.8 MILES SOUTH ALONG STATE SECONDARY HIGHWAY ROADS 639, 642
 GV2329'AND 643 FROM THE NORFOLK AND WESTERN RAILWAY STATION AT WILSON,
 GV2329'DINWIDDIE COUNTY, 1.1 MILES NORTH OF THE JUNCTION OF STATE
 GV2329'HIGHWAY 40, 100 FEET NORTHEAST OF AN OLD LOG ROAD LEADING
 GV2329'NORTHWEST, 27 FEET NORTHWEST OF THE CENTERLINE OF ROAD 643, 142
 GV2329'FEET NORTHWEST OF THE NORTH END OF A CORRUGATED IRON CULVERT,
 GV2329'AND 5 FEET EAST OF A 12-INCH WHITE OAK TREE.  A STANDARD DISK,
 GV2329'STAMPED C 248 1942 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 GV2329'FLUSH WITH THE GROUND.
 GV2329
 GV2329                          STATION RECOVERY (1995)
 GV2329
 GV2329'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2329'MARK NOT FOUND.
 GV2329
 GV2329                          STATION RECOVERY (2000)
 GV2329
 GV2329'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0522 ***********************************************************************
 GX0522  DESIGNATION -  C 25
 GX0522  PID         -  GX0522
 GX0522  STATE/COUNTY-  VA/MONTGOMERY
 GX0522  USGS QUAD   -  RADFORD NORTH (1984)
 GX0522
 GX0522                         *CURRENT SURVEY CONTROL
 GX0522  ___________________________________________________________________
 GX0522* NAD 83(1986)-  37 08 13.     (N)    080 34 13.     (W)     SCALED    
 GX0522* NAVD 88     -       550.951  (meters)    1807.58   (feet)  POSTED    
 GX0522  ___________________________________________________________________
 GX0522  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GX0522  DYNAMIC HT  -         550.460 (meters)    1805.97  (feet)  COMP
 GX0522  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 GX0522
 GX0522  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GX0522
 GX0522.The horizontal coordinates were scaled from a topographic map and have
 GX0522.an estimated accuracy of +/- 6 seconds.
 GX0522
 GX0522.The orthometric height was determined by differential leveling
 GX0522.and adjusted by the National Geodetic Survey in 1992..
 GX0522.No vertical observational check was made to the station.
 GX0522.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GX0522.was located on a no-check spur therefore a value was not computed.
 GX0522
 GX0522.The geoid height was determined by GEOID03.
 GX0522
 GX0522.The dynamic height is computed by dividing the NAVD 88
 GX0522.geopotential number by the normal gravity value computed on the
 GX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0522.degrees latitude (g = 980.6199 gals.).
 GX0522
 GX0522.The modeled gravity was interpolated from observed gravity values.
 GX0522
 GX0522;                    North         East    Units  Estimated Accuracy
 GX0522;SPC VA S     - 1,091,200.    3,316,080.      MT  (+/- 180 meters Scaled)
 GX0522
 GX0522                          SUPERSEDED SURVEY CONTROL
 GX0522
 GX0522  NGVD 29 (??/??/92)  551.07   (m)         1808.0    (f) COMPUTED    1 2
 GX0522
 GX0522.Superseded values are not recommended for survey control.
 GX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0522.See file dsdata.txt to determine how the superseded data were derived.
 GX0522
 GX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB381101(NAD 83)
 GX0522_MARKER: DB = BENCH MARK DISK
 GX0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0522_STAMPING: C 25 1931
 GX0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0522+STABILITY: SURFACE MOTION
 GX0522
 GX0522  HISTORY     - Date     Condition        Report By
 GX0522  HISTORY     - 1931     MONUMENTED       CGS
 GX0522
 GX0522                          STATION DESCRIPTION
 GX0522
 GX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GX0522'IN RADFORD.
 GX0522'AT RADFORD, MONTGOMERY COUNTY, 500 FEET WEST OF A HIGHWAY BRIDGE,
 GX0522'500 FEET NORTH OF THE RADFORD HIGH SCHOOL, 61.2 FEET EAST OF THE
 GX0522'DODGE BROTHERS GARAGE AND 1.5 FEET NORTHWEST OF THE SIDEWALK.  A
 GX0522'STANDARD DISK, STAMPED C 25 1931 AND SET IN THE TOP OF A CONCRETE
 GX0522'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  (551.106 METERS
 GX0522'OR 1808.087 FEET.)  (USED AS A TIE POINT FOR VIRGINIA GEODETIC
 GX0522'SURVEY ELEVATIONS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0523 ***********************************************************************
 GX0523  DESIGNATION -  C 25 RESET 1957
 GX0523  PID         -  GX0523
 GX0523  STATE/COUNTY-  VA/MONTGOMERY
 GX0523  USGS QUAD   -  RADFORD NORTH (1984)
 GX0523
 GX0523                         *CURRENT SURVEY CONTROL
 GX0523  ___________________________________________________________________
 GX0523* NAD 83(1986)-  37 08 13.     (N)    080 34 13.     (W)     SCALED    
 GX0523* NAVD 88     -       550.85   (+/-2cm)    1807.2    (feet)  VERTCON   
 GX0523  ___________________________________________________________________
 GX0523  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GX0523
 GX0523  VERT ORDER  -  THIRD (See Below)
 GX0523
 GX0523.The horizontal coordinates were scaled from a topographic map and have
 GX0523.an estimated accuracy of +/- 6 seconds.
 GX0523
 GX0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0523.The vertical order pertains to the NGVD 29 superseded value.
 GX0523
 GX0523.The geoid height was determined by GEOID03.
 GX0523
 GX0523;                    North         East    Units  Estimated Accuracy
 GX0523;SPC VA S     - 1,091,200.    3,316,080.      MT  (+/- 180 meters Scaled)
 GX0523
 GX0523                          SUPERSEDED SURVEY CONTROL
 GX0523
 GX0523  NGVD 29 (??/??/??)  550.96   (m)         1807.6    (f) RESET       3  
 GX0523
 GX0523.Superseded values are not recommended for survey control.
 GX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0523.See file dsdata.txt to determine how the superseded data were derived.
 GX0523
 GX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB381101(NAD 83)
 GX0523_MARKER: DB = BENCH MARK DISK
 GX0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0523_SP_SET: CONCRETE CURB
 GX0523_STAMPING: C 25 RESET 1957
 GX0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0523
 GX0523  HISTORY     - Date     Condition        Report By
 GX0523  HISTORY     - 1957     MONUMENTED       VADH
 GX0523
 GX0523                          STATION DESCRIPTION
 GX0523
 GX0523'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 GX0523'AT RADFORD.
 GX0523'AT RADFORD, ABOUT 500 FEET NORTH OF RADFORD HIGH SCHOOL, 500
 GX0523'FEET EAST OF A HIGHWAY BRIDGE, 70 FEET EAST OF DODGE BROTHERS
 GX0523'GARAGE, IN THE TOP OF THE CONCRETE CURB AT THE EAST END OF THE
 GX0523'CONNECTION TO PUTNAM STREET AND SET FLUSH WITH THE TOP OF THE
 GX0523'NEW CONCRETE CURB, CONSTRUCTED IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0731 ***********************************************************************
 GW0731  DESIGNATION -  C 25 RM
 GW0731  PID         -  GW0731
 GW0731  STATE/COUNTY-  VA/ALBEMARLE
 GW0731  USGS QUAD   -  ALBERENE (1980)
 GW0731
 GW0731                         *CURRENT SURVEY CONTROL
 GW0731  ___________________________________________________________________
 GW0731* NAD 83(1986)-  37 58 40.     (N)    078 30 38.     (W)     SCALED    
 GW0731* NAVD 88     -       141.677  (meters)     464.82   (feet)  ADJUSTED  
 GW0731  ___________________________________________________________________
 GW0731  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0731  DYNAMIC HT  -         141.579 (meters)     464.50  (feet)  COMP
 GW0731  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 GW0731
 GW0731  VERT ORDER  -  SECOND    CLASS 0
 GW0731
 GW0731.The horizontal coordinates were scaled from a topographic map and have
 GW0731.an estimated accuracy of +/- 6 seconds.
 GW0731
 GW0731.The orthometric height was determined by differential leveling
 GW0731.and adjusted by the National Geodetic Survey in June 1991..
 GW0731
 GW0731.The geoid height was determined by GEOID03.
 GW0731
 GW0731.The dynamic height is computed by dividing the NAVD 88
 GW0731.geopotential number by the normal gravity value computed on the
 GW0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0731.degrees latitude (g = 980.6199 gals.).
 GW0731
 GW0731.The modeled gravity was interpolated from observed gravity values.
 GW0731
 GW0731;                    North         East    Units  Estimated Accuracy
 GW0731;SPC VA S     - 1,182,500.    3,499,070.      MT  (+/- 180 meters Scaled)
 GW0731
 GW0731                          SUPERSEDED SURVEY CONTROL
 GW0731
 GW0731  NGVD 29 (??/??/92)  141.925  (m)          465.63   (f) ADJ UNCH    2 0
 GW0731
 GW0731.Superseded values are not recommended for survey control.
 GW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0731.See file dsdata.txt to determine how the superseded data were derived.
 GW0731
 GW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC186062(NAD 83)
 GW0731_MARKER: Q = CHISELED SQUARE
 GW0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0731_SP_SET: BRIDGE
 GW0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0731
 GW0731  HISTORY     - Date     Condition        Report By
 GW0731  HISTORY     - UNK      MONUMENTED       USGS
 GW0731  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0731
 GW0731                          STATION DESCRIPTION
 GW0731
 GW0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0731'4.9 MI SW FROM CHARLOTTESVILLE.
 GW0731'1.5 MILES SOUTH ALONG STATE HIGHWAY 239 FROM CHARLOTTESVILLE, THENCE
 GW0731'ABOUT 3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 613, ABOUT 1,170
 GW0731'FEET NORTH OF BENCH MARK T.T.S. 25 (USGS)=C 25 (USGS), DESCRIBED
 GW0731'BELOW, ABOUT 80 FEET SOUTH OF THE JUNCTION OF A ROAD LEADING WEST,
 GW0731'AT THE WEST SIDE OF A CONCRETE BRIDGE, AND ON THE TOP OF THE NORTH
 GW0731'END OF THE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0733 ***********************************************************************
 GW0733  DESIGNATION -  C 25 USGS RESET 1949
 GW0733  PID         -  GW0733
 GW0733  STATE/COUNTY-  VA/ALBEMARLE
 GW0733  USGS QUAD   -  ALBERENE (1980)
 GW0733
 GW0733                         *CURRENT SURVEY CONTROL
 GW0733  ___________________________________________________________________
 GW0733* NAD 83(1986)-  37 58 32.     (N)    078 30 44.     (W)     SCALED    
 GW0733* NAVD 88     -       155.030  (meters)     508.63   (feet)  ADJUSTED  
 GW0733  ___________________________________________________________________
 GW0733  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0733  DYNAMIC HT  -         154.923 (meters)     508.28  (feet)  COMP
 GW0733  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 GW0733
 GW0733  VERT ORDER  -  SECOND    CLASS 0
 GW0733
 GW0733.The horizontal coordinates were scaled from a topographic map and have
 GW0733.an estimated accuracy of +/- 6 seconds.
 GW0733
 GW0733.The orthometric height was determined by differential leveling
 GW0733.and adjusted by the National Geodetic Survey in June 1991..
 GW0733
 GW0733.The geoid height was determined by GEOID03.
 GW0733
 GW0733.The dynamic height is computed by dividing the NAVD 88
 GW0733.geopotential number by the normal gravity value computed on the
 GW0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0733.degrees latitude (g = 980.6199 gals.).
 GW0733
 GW0733.The modeled gravity was interpolated from observed gravity values.
 GW0733
 GW0733;                    North         East    Units  Estimated Accuracy
 GW0733;SPC VA S     - 1,182,250.    3,498,930.      MT  (+/- 180 meters Scaled)
 GW0733
 GW0733                          SUPERSEDED SURVEY CONTROL
 GW0733
 GW0733  NGVD 29 (??/??/92)  155.28   (m)          509.4    (f) COMPUTED    2 0
 GW0733
 GW0733.Superseded values are not recommended for survey control.
 GW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0733.See file dsdata.txt to determine how the superseded data were derived.
 GW0733
 GW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC185060(NAD 83)
 GW0733_MARKER: DD = SURVEY DISK
 GW0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0733_STAMPING: RESET 1949
 GW0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0733+STABILITY: SURFACE MOTION
 GW0733
 GW0733  HISTORY     - Date     Condition        Report By
 GW0733  HISTORY     - 1949     MONUMENTED       VADH
 GW0733
 GW0733                          STATION DESCRIPTION
 GW0733
 GW0733'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1949
 GW0733'4.5 MI S FROM CHARLOTTESVILLE.
 GW0733'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM CHARLOTTESVILLE,
 GW0733'ALBEMARLE COUNTY, AT THE INTERSECTION OF THE OLD AND NEW HIGHWAY
 GW0733'LOCATIONS, 454 FEET EAST OF A 1-1/2 STORY ASBESTOS-SHINGLE COVEREDT
 GW0733'HOUSE, 216 FEET SOUTHEAST OF A CINDER-BLOCK SERVICE STATION, 38 FEET
 GW0733'NORTHWEST OF THE NEW HIGHWAY, 16 FEET EAST OF THE OLD HIGHWAY,
 GW0733'AND 2 FEET FROM THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GW0733'STANDARD DISK, STAMPED RESET 1949 AND SET IN THE TOP OF A CONCRETE
 GW0733'POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 GW0733'DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN
 GW0733'THE FALL OF 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0416 ***********************************************************************
 GW0416  DESIGNATION -  C 250
 GW0416  PID         -  GW0416
 GW0416  STATE/COUNTY-  VA/NOTTOWAY
 GW0416  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0416
 GW0416                         *CURRENT SURVEY CONTROL
 GW0416  ___________________________________________________________________
 GW0416* NAD 83(1986)-  37 03 56.     (N)    078 00 19.     (W)     SCALED    
 GW0416* NAVD 88     -       126.774  (meters)     415.92   (feet)  POSTED    
 GW0416  ___________________________________________________________________
 GW0416  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW0416  DYNAMIC HT  -         126.680 (meters)     415.62  (feet)  COMP
 GW0416  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 GW0416
 GW0416  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW0416
 GW0416.The horizontal coordinates were scaled from a topographic map and have
 GW0416.an estimated accuracy of +/- 6 seconds.
 GW0416
 GW0416.The orthometric height was determined by differential leveling
 GW0416.and adjusted by the National Geodetic Survey in 1992..
 GW0416.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW0416.rate of 1.1 thru 2.0 mm/km.
 GW0416
 GW0416.The geoid height was determined by GEOID03.
 GW0416
 GW0416.The dynamic height is computed by dividing the NAVD 88
 GW0416.geopotential number by the normal gravity value computed on the
 GW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0416.degrees latitude (g = 980.6199 gals.).
 GW0416
 GW0416.The modeled gravity was interpolated from observed gravity values.
 GW0416
 GW0416;                    North         East    Units  Estimated Accuracy
 GW0416;SPC VA S     - 1,081,370.    3,544,000.      MT  (+/- 180 meters Scaled)
 GW0416
 GW0416                          SUPERSEDED SURVEY CONTROL
 GW0416
 GW0416  NGVD 29 (??/??/92)  127.044  (m)          416.81   (f) ADJ UNCH    2 0
 GW0416
 GW0416.Superseded values are not recommended for survey control.
 GW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0416.See file dsdata.txt to determine how the superseded data were derived.
 GW0416
 GW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB662063(NAD 83)
 GW0416_MARKER: DB = BENCH MARK DISK
 GW0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0416_STAMPING: C 250 1942
 GW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0416+STABILITY: SURFACE MOTION
 GW0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0416+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW0416
 GW0416  HISTORY     - Date     Condition        Report By
 GW0416  HISTORY     - 1942     MONUMENTED       CGS
 GW0416  HISTORY     - 1963     GOOD             NGS
 GW0416  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW0416  HISTORY     - 20001207 GOOD             USPSQD
 GW0416  HISTORY     - 20010331 GOOD             NGS
 GW0416  HISTORY     - 20030716 GOOD             VADOT
 GW0416  HISTORY     - 20060112 GOOD             USPSQD
 GW0416
 GW0416                          STATION DESCRIPTION
 GW0416
 GW0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GW0416'1.1 MI S FROM BLACKSTONE.
 GW0416'1.1 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE NORFOLK AND WESTERN
 GW0416'RAILWAY STATION AT BLACKSTONE, NOTTOWAY COUNTY, 79 FEET SOUTH OF
 GW0416'THE SOUTH CORNER OF A WHITE HOUSE, NEAR THREE LARGE TREES, 9.4
 GW0416'FEET NORTH OF A TRIANGULAR-BLAZED TREE, AND 33 FEET WEST OF THE
 GW0416'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 250 1942
 GW0416'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 0.1
 GW0416'MILE SOUTH OF THE CITY LINE AND 14 FEET WEST OF A FIRE HYDRANT.
 GW0416
 GW0416                          STATION RECOVERY (1963)
 GW0416
 GW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW0416'RECOVERED IN GOOD CONDITION.
 GW0416
 GW0416                          STATION RECOVERY (1996)
 GW0416
 GW0416'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0416'MARK NOT FOUND.
 GW0416
 GW0416                          STATION RECOVERY (2000)
 GW0416
 GW0416'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0416'RECOVERED IN GOOD CONDITION.
 GW0416
 GW0416                          STATION RECOVERY (2001)
 GW0416
 GW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0416
 GW0416                          STATION RECOVERY (2003)
 GW0416
 GW0416'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA)
 GW0416'RECOVERED IN GOOD CONDITION.
 GW0416
 GW0416                          STATION RECOVERY (2006)
 GW0416
 GW0416'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0124 ***********************************************************************
 HW0124  DESIGNATION -  C 251
 HW0124  PID         -  HW0124
 HW0124  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0124  USGS QUAD   -  WOODVILLE (1994)
 HW0124
 HW0124                         *CURRENT SURVEY CONTROL
 HW0124  ___________________________________________________________________
 HW0124* NAD 83(1986)-  38 35 17.     (N)    078 09 48.     (W)     SCALED    
 HW0124* NAVD 88     -       172.266  (meters)     565.18   (feet)  ADJUSTED  
 HW0124  ___________________________________________________________________
 HW0124  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW0124  DYNAMIC HT  -         172.154 (meters)     564.81  (feet)  COMP
 HW0124  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HW0124
 HW0124  VERT ORDER  -  SECOND    CLASS 0
 HW0124
 HW0124.The horizontal coordinates were scaled from a topographic map and have
 HW0124.an estimated accuracy of +/- 6 seconds.
 HW0124
 HW0124.The orthometric height was determined by differential leveling
 HW0124.and adjusted by the National Geodetic Survey in June 1991..
 HW0124
 HW0124.The geoid height was determined by GEOID03.
 HW0124
 HW0124.The dynamic height is computed by dividing the NAVD 88
 HW0124.geopotential number by the normal gravity value computed on the
 HW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0124.degrees latitude (g = 980.6199 gals.).
 HW0124
 HW0124.The modeled gravity was interpolated from observed gravity values.
 HW0124
 HW0124;                    North         East    Units  Estimated Accuracy
 HW0124;SPC VA N     - 2,102,330.    3,529,330.      MT  (+/- 180 meters Scaled)
 HW0124
 HW0124                          SUPERSEDED SURVEY CONTROL
 HW0124
 HW0124  NGVD 29 (??/??/92)  172.464  (m)          565.83   (f) ADJ UNCH    2 0
 HW0124
 HW0124.Superseded values are not recommended for survey control.
 HW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0124.See file dsdata.txt to determine how the superseded data were derived.
 HW0124
 HW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC470748(NAD 83)
 HW0124_MARKER: DB = BENCH MARK DISK
 HW0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0124_SP_SET: BRIDGE
 HW0124_STAMPING: C 251 1942
 HW0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0124
 HW0124  HISTORY     - Date     Condition        Report By
 HW0124  HISTORY     - 1942     MONUMENTED       CGS
 HW0124  HISTORY     - 1942     GOOD             NGS
 HW0124
 HW0124                          STATION DESCRIPTION
 HW0124
 HW0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0124'1.2 MI SE FROM WOODVILLE.
 HW0124'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 HW0124'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, ABOUT 0.1 MILE NORTH
 HW0124'OF THE DIVERGENCE TO THE SOUTHWEST OF THE OLD HIGHWAY, ABOUT 500
 HW0124'FEET SOUTHWEST OF A LARGE 2-STORY FARMHOUSE ON THE TOP OF A HILL
 HW0124'EAST OF THE HIGHWAY, AT A LARGE CONCRETE BRIDGE, IN THE NORTH
 HW0124'CORNER OF THE WEST CURB, 11.8 FEET WEST OF THE CENTER LINE OF THE
 HW0124'HIGHWAY, AND 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 HW0124'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3111 ***********************************************************************
 HW3111  DESIGNATION -  C 251 RESET
 HW3111  PID         -  HW3111
 HW3111  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3111  USGS QUAD   -  WOODVILLE (1994)
 HW3111
 HW3111                         *CURRENT SURVEY CONTROL
 HW3111  ___________________________________________________________________
 HW3111* NAD 83(1986)-  38 35 17.     (N)    078 09 47.     (W)     SCALED    
 HW3111* NAVD 88     -       171.86   (meters)     563.8    (feet)  RESET     
 HW3111  ___________________________________________________________________
 HW3111  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HW3111
 HW3111  VERT ORDER  -  THIRD
 HW3111
 HW3111.The horizontal coordinates were scaled from a topographic map and have
 HW3111.an estimated accuracy of +/- 6 seconds.
 HW3111
 HW3111.The orthometric height was computed from unverified reset data.
 HW3111.No vertical observational check was made to the station.
 HW3111
 HW3111.The geoid height was determined by GEOID03.
 HW3111
 HW3111;                    North         East    Units  Estimated Accuracy
 HW3111;SPC VA N     - 2,102,330.    3,529,360.      MT  (+/- 180 meters Scaled)
 HW3111
 HW3111                          SUPERSEDED SURVEY CONTROL
 HW3111
 HW3111  NGVD 29 (03/21/06)  172.06   (m)          564.5    (f) RESET       3  
 HW3111
 HW3111.Superseded values are not recommended for survey control.
 HW3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3111.See file dsdata.txt to determine how the superseded data were derived.
 HW3111
 HW3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC470748(NAD 83)
 HW3111_MARKER: DB = BENCH MARK DISK
 HW3111_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HW3111_SP_SET: BRIDGE WALL
 HW3111_STAMPING: C 251 RESET 1978
 HW3111_MARK LOGO: VADHT 
 HW3111_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3111
 HW3111  HISTORY     - Date     Condition        Report By
 HW3111  HISTORY     - 1978     MONUMENTED       VADHT
 HW3111  HISTORY     - 19990917 GOOD             GEOMET
 HW3111  HISTORY     - 19991208 GOOD             NGS
 HW3111
 HW3111                          STATION DESCRIPTION
 HW3111
 HW3111'DESCRIBED BY VA DEPT HWYS-TRANSP 1978
 HW3111'1.2 MI SOUTH FROM WOODVILLE.
 HW3111'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 522 FROM POST OFFICE
 HW3111'IN WOODVILLE, ABOUT 0.1 MILE NORTH OF THE DIVERGENCE
 HW3111'TO THE SOUTHWEST OF THE OLD HIGHWAY ABOUT 500 FEET
 HW3111'SOUTHWEST OF A LARGE 2-STORY FARMHOUSE ON THE TOP OF A HILL
 HW3111'EAST OF THE HIGHWAY, AT A LARGE CONCRETE BRIDGE, IN THE NORTH
 HW3111'CORNER OF THE WEST HANDRAIL, 20.1 FEET WEST OF THE CENTERLINE
 HW3111'OF THE HIGHWAY, 2.5 FEET ABOVE PAVEMENT AND 2.7 FEET SOUTH OF
 HW3111'THE NORTHWEST CORNER OF THE BRIDGE.
 HW3111
 HW3111                          STATION RECOVERY (1999)
 HW3111
 HW3111'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (KO)
 HW3111'GOOD.
 HW3111
 HW3111                          STATION RECOVERY (1999)
 HW3111
 HW3111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (BB)
 HW3111'GOOD
 HW3111'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3119 ***********************************************************************
 JV3119  DESIGNATION -  C 253
 JV3119  PID         -  JV3119
 JV3119  STATE/COUNTY-  VA/LOUDOUN
 JV3119  USGS QUAD   -  BLUEMONT (1981)
 JV3119
 JV3119                         *CURRENT SURVEY CONTROL
 JV3119  ___________________________________________________________________
 JV3119* NAD 83(1986)-  39 01 02.     (N)    077 48 50.     (W)     SCALED    
 JV3119* NAVD 88     -       161.596  (meters)     530.17   (feet)  ADJUSTED  
 JV3119  ___________________________________________________________________
 JV3119  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JV3119  DYNAMIC HT  -         161.500 (meters)     529.85  (feet)  COMP
 JV3119  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 JV3119
 JV3119  VERT ORDER  -  SECOND    CLASS 0
 JV3119
 JV3119.The horizontal coordinates were scaled from a topographic map and have
 JV3119.an estimated accuracy of +/- 6 seconds.
 JV3119
 JV3119.The orthometric height was determined by differential leveling
 JV3119.and adjusted by the National Geodetic Survey in June 1991..
 JV3119
 JV3119.The geoid height was determined by GEOID03.
 JV3119
 JV3119.The dynamic height is computed by dividing the NAVD 88
 JV3119.geopotential number by the normal gravity value computed on the
 JV3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3119.degrees latitude (g = 980.6199 gals.).
 JV3119
 JV3119.The modeled gravity was interpolated from observed gravity values.
 JV3119
 JV3119;                    North         East    Units  Estimated Accuracy
 JV3119;SPC VA N     - 2,150,140.    3,559,420.      MT  (+/- 180 meters Scaled)
 JV3119
 JV3119                          SUPERSEDED SURVEY CONTROL
 JV3119
 JV3119  NGVD 29 (??/??/??)  161.804  (m)          530.85   (f) ADJUSTED    2 0
 JV3119
 JV3119.Superseded values are not recommended for survey control.
 JV3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3119.See file dsdata.txt to determine how the superseded data were derived.
 JV3119
 JV3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ563224(NAD 83)
 JV3119_MARKER: DB = BENCH MARK DISK
 JV3119_SETTING: 80 = SET IN A BOULDER
 JV3119_SP_SET: BOULDER
 JV3119_STAMPING: C 253 1942
 JV3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3119+STABILITY: SURFACE MOTION
 JV3119
 JV3119  HISTORY     - Date     Condition        Report By
 JV3119  HISTORY     - 1942     MONUMENTED       CGS
 JV3119
 JV3119                          STATION DESCRIPTION
 JV3119
 JV3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3119'0.6 MI SE FROM WILLISVILLE.
 JV3119'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 743 FROM THE INTERSECTION
 JV3119'OF STATE HIGHWAY 623 AT WILLISVILLE, LOUDOUN COUNTY, THENCE 1.0
 JV3119'MILE NORTHEAST ALONG STATE HIGHWAY 719, 0.2 MILE NORTHEAST OF
 JV3119'THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 0.1 MILE
 JV3119'SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING EAST, AT THE
 JV3119'SOUTH CORNER OF AN ORCHARD, AT THE SOUTHWEST END OF A STONE
 JV3119'FENCE, 22 FEET NORTHEAST OF POLE NB-26, 15 FEET NORTHWEST
 JV3119'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHEAST OF THE
 JV3119'CENTER LINE OF AN OLD ROAD LEADING NORTHWEST, AND IN THE TOP
 JV3119'OF A ROCK BOULDER.  A STANDARD DISK, STAMPED C 253 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3137 ***********************************************************************
 JV3137  DESIGNATION -  C 254
 JV3137  PID         -  JV3137
 JV3137  STATE/COUNTY-  VA/CLARKE
 JV3137  USGS QUAD   -  BLUEMONT (1981)
 JV3137
 JV3137                         *CURRENT SURVEY CONTROL
 JV3137  ___________________________________________________________________
 JV3137* NAD 83(1986)-  39 06 34.     (N)    077 50 56.     (W)     SCALED    
 JV3137* NAVD 88     -       397.300  (meters)    1303.48   (feet)  ADJUSTED  
 JV3137  ___________________________________________________________________
 JV3137  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JV3137  DYNAMIC HT  -         397.049 (meters)    1302.65  (feet)  COMP
 JV3137  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JV3137
 JV3137  VERT ORDER  -  SECOND    CLASS 0
 JV3137
 JV3137.The horizontal coordinates were scaled from a topographic map and have
 JV3137.an estimated accuracy of +/- 6 seconds.
 JV3137
 JV3137.The orthometric height was determined by differential leveling
 JV3137.and adjusted by the National Geodetic Survey in June 1991..
 JV3137
 JV3137.The geoid height was determined by GEOID03.
 JV3137
 JV3137.The dynamic height is computed by dividing the NAVD 88
 JV3137.geopotential number by the normal gravity value computed on the
 JV3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3137.degrees latitude (g = 980.6199 gals.).
 JV3137
 JV3137.The modeled gravity was interpolated from observed gravity values.
 JV3137
 JV3137;                    North         East    Units  Estimated Accuracy
 JV3137;SPC VA N     - 2,160,350.    3,556,320.      MT  (+/- 180 meters Scaled)
 JV3137
 JV3137                          SUPERSEDED SURVEY CONTROL
 JV3137
 JV3137  NGVD 29 (??/??/??)  397.505  (m)         1304.15   (f) ADJUSTED    2 0
 JV3137
 JV3137.Superseded values are not recommended for survey control.
 JV3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3137.See file dsdata.txt to determine how the superseded data were derived.
 JV3137
 JV3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ536327(NAD 83)
 JV3137_MARKER: DB = BENCH MARK DISK
 JV3137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3137_SP_SET: GATEPOST
 JV3137_STAMPING: C 254 1942
 JV3137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3137
 JV3137  HISTORY     - Date     Condition        Report By
 JV3137  HISTORY     - 1942     MONUMENTED       CGS
 JV3137
 JV3137                          STATION DESCRIPTION
 JV3137
 JV3137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3137'0.4 MI NW FROM BLUEMONT.
 JV3137'IN CLARKE COUNTY, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY FROM THE
 JV3137'JUNCTION OF STATE HIGHWAY 734 AT BLUEMONT, LOUDOUN COUNTY, THENCE 0.4
 JV3137'MILE SOUTHEAST ALONG STATE HIGHWAY 601, 10.9 MILES NORTHEAST OF THE
 JV3137'POST OFFICE AT PARIS, FAUQUIER COUNTY, NEAR THE CLARKE-LOUDOUN COUNTY
 JV3137'LINE, AT THE JUNCTION OF THE ENTRANCE LANE LEADING INTO BEAR DEN PARK,
 JV3137'IN THE CENTER OF THE NORTHEAST STONE GATEPOST, 42 FEET NORTHWEST
 JV3137'OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET NORTHEAST OF THE
 JV3137'CENTER LINE OF THE LANE, AND ABOUT 4 FEET HIGHER THAN THE
 JV3137'HIGHWAY.  A STANDARD DISK, STAMPED C 254 1942 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0768 ***********************************************************************
 HW0768  DESIGNATION -  C 255
 HW0768  PID         -  HW0768
 HW0768  STATE/COUNTY-  VA/ROCKINGHAM
 HW0768  USGS QUAD   -  GROTTOES (1987)
 HW0768
 HW0768                         *CURRENT SURVEY CONTROL
 HW0768  ___________________________________________________________________
 HW0768* NAD 83(1986)-  38 22 15.     (N)    078 45 17.     (W)     SCALED    
 HW0768* NAVD 88     -       360.534  (meters)    1182.85   (feet)  ADJUSTED  
 HW0768  ___________________________________________________________________
 HW0768  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0768  DYNAMIC HT  -         360.273 (meters)    1182.00  (feet)  COMP
 HW0768  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 HW0768
 HW0768  VERT ORDER  -  SECOND    CLASS 0
 HW0768
 HW0768.The horizontal coordinates were scaled from a topographic map and have
 HW0768.an estimated accuracy of +/- 6 seconds.
 HW0768
 HW0768.The orthometric height was determined by differential leveling
 HW0768.and adjusted by the National Geodetic Survey in June 1991..
 HW0768
 HW0768.The geoid height was determined by GEOID03.
 HW0768
 HW0768.The dynamic height is computed by dividing the NAVD 88
 HW0768.geopotential number by the normal gravity value computed on the
 HW0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0768.degrees latitude (g = 980.6199 gals.).
 HW0768
 HW0768.The modeled gravity was interpolated from observed gravity values.
 HW0768
 HW0768;                    North         East    Units  Estimated Accuracy
 HW0768;SPC VA N     - 2,078,190.    3,477,740.      MT  (+/- 180 meters Scaled)
 HW0768
 HW0768                          SUPERSEDED SURVEY CONTROL
 HW0768
 HW0768  NGVD 29 (??/??/92)  360.693  (m)         1183.37   (f) ADJ UNCH    2 0
 HW0768
 HW0768.Superseded values are not recommended for survey control.
 HW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0768.See file dsdata.txt to determine how the superseded data were derived.
 HW0768
 HW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC961493(NAD 83)
 HW0768_MARKER: DB = BENCH MARK DISK
 HW0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0768_SP_SET: CONCRETE BASE
 HW0768_STAMPING: C 225 1942
 HW0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0768
 HW0768  HISTORY     - Date     Condition        Report By
 HW0768  HISTORY     - 1942     MONUMENTED       CGS
 HW0768  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW0768  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 HW0768
 HW0768                          STATION DESCRIPTION
 HW0768
 HW0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0768'1.3 MI W FROM MC GAHEYSVILLE.
 HW0768'1.3 MILES WEST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0768'STATION AT MC GAHAYSVILLE, ROCKINGHAM COUNTY, AT A FARM-LANE
 HW0768'CROSSING, 33.5 FEET NORTH OF THE CENTER LINE OF THE TRACK, ABOUT
 HW0768'200 FEET NORTH OF THE J.W. FUNKHAUSER FARMHOUSE, 28.5 FEET FROM
 HW0768'A 10-INCH APPLE TREE, AND IN THE CONCRETE BASE OF A GATEPOST.
 HW0768
 HW0768                          STATION RECOVERY (1965)
 HW0768
 HW0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0768'MARK NOT FOUND.
 HW0768
 HW0768                          STATION RECOVERY (1998)
 HW0768
 HW0768'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3606 ***********************************************************************
 JV3606  DESIGNATION -  C 256
 JV3606  PID         -  JV3606
 JV3606  STATE/COUNTY-  VA/LOUDOUN
 JV3606  USGS QUAD   -  PURCELLVILLE (1984)
 JV3606
 JV3606                         *CURRENT SURVEY CONTROL
 JV3606  ___________________________________________________________________
 JV3606* NAD 83(1986)-  39 12 21.     (N)    077 44 22.     (W)     SCALED    
 JV3606* NAVD 88     -       181.518  (meters)     595.53   (feet)  ADJUSTED  
 JV3606  ___________________________________________________________________
 JV3606  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JV3606  DYNAMIC HT  -         181.410 (meters)     595.18  (feet)  COMP
 JV3606  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JV3606
 JV3606  VERT ORDER  -  SECOND    CLASS 0
 JV3606
 JV3606.The horizontal coordinates were scaled from a topographic map and have
 JV3606.an estimated accuracy of +/- 6 seconds.
 JV3606
 JV3606.The orthometric height was determined by differential leveling
 JV3606.and adjusted by the National Geodetic Survey in June 1991..
 JV3606
 JV3606.The geoid height was determined by GEOID03.
 JV3606
 JV3606.The dynamic height is computed by dividing the NAVD 88
 JV3606.geopotential number by the normal gravity value computed on the
 JV3606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3606.degrees latitude (g = 980.6199 gals.).
 JV3606
 JV3606.The modeled gravity was interpolated from observed gravity values.
 JV3606
 JV3606;                    North         East    Units  Estimated Accuracy
 JV3606;SPC VA N     - 2,171,120.    3,565,690.      MT  (+/- 180 meters Scaled)
 JV3606
 JV3606                          SUPERSEDED SURVEY CONTROL
 JV3606
 JV3606  NGVD 29 (??/??/??)  181.724  (m)          596.21   (f) ADJUSTED    2 0
 JV3606
 JV3606.Superseded values are not recommended for survey control.
 JV3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3606.See file dsdata.txt to determine how the superseded data were derived.
 JV3606
 JV3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ634431(NAD 83)
 JV3606_MARKER: DB = BENCH MARK DISK
 JV3606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3606_SP_SET: CULVERT HEADWALL
 JV3606_STAMPING: C 256 1942
 JV3606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3606
 JV3606  HISTORY     - Date     Condition        Report By
 JV3606  HISTORY     - 1942     MONUMENTED       CGS
 JV3606
 JV3606                          STATION DESCRIPTION
 JV3606
 JV3606'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3606'0.9 MI NW FROM HILLSBORO.
 JV3606'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3606'AT HILLSBORO, LOUDOUN COUNTY, IN THE CENTER OF THE NORTH CONCRETE
 JV3606'HEAD WALL OF A CULVERT, 21 FEET NORTHEAST OF THE CENTER LINE
 JV3606'OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 JV3606'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JV3606'C 256 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3732 ***********************************************************************
 HV3732  DESIGNATION -  C 257
 HV3732  PID         -  HV3732
 HV3732  STATE/COUNTY-  VA/LOUDOUN
 HV3732  USGS QUAD   -  RECTORTOWN (1981)
 HV3732
 HV3732                         *CURRENT SURVEY CONTROL
 HV3732  ___________________________________________________________________
 HV3732* NAD 83(1986)-  38 58 02.     (N)    077 45 25.     (W)     SCALED    
 HV3732* NAVD 88     -       145.208  (meters)     476.40   (feet)  ADJUSTED  
 HV3732  ___________________________________________________________________
 HV3732  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HV3732  DYNAMIC HT  -         145.122 (meters)     476.12  (feet)  COMP
 HV3732  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 HV3732
 HV3732  VERT ORDER  -  SECOND    CLASS 0
 HV3732
 HV3732.The horizontal coordinates were scaled from a topographic map and have
 HV3732.an estimated accuracy of +/- 6 seconds.
 HV3732
 HV3732.The orthometric height was determined by differential leveling
 HV3732.and adjusted by the National Geodetic Survey in June 1991..
 HV3732
 HV3732.The geoid height was determined by GEOID03.
 HV3732
 HV3732.The dynamic height is computed by dividing the NAVD 88
 HV3732.geopotential number by the normal gravity value computed on the
 HV3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3732.degrees latitude (g = 980.6199 gals.).
 HV3732
 HV3732.The modeled gravity was interpolated from observed gravity values.
 HV3732
 HV3732;                    North         East    Units  Estimated Accuracy
 HV3732;SPC VA N     - 2,144,620.    3,564,400.      MT  (+/- 180 meters Scaled)
 HV3732
 HV3732                          SUPERSEDED SURVEY CONTROL
 HV3732
 HV3732  NGVD 29 (??/??/??)  145.408  (m)          477.06   (f) ADJUSTED    2 0
 HV3732
 HV3732.Superseded values are not recommended for survey control.
 HV3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3732.See file dsdata.txt to determine how the superseded data were derived.
 HV3732
 HV3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ611167(NAD 83)
 HV3732_MARKER: DB = BENCH MARK DISK
 HV3732_SETTING: 66 = SET IN ROCK OUTCROP
 HV3732_SP_SET: ROCK OUTCROP
 HV3732_STAMPING: C 257 1942
 HV3732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3732+STABILITY: POSITION/ELEVATION WELL
 HV3732
 HV3732  HISTORY     - Date     Condition        Report By
 HV3732  HISTORY     - 1942     MONUMENTED       CGS
 HV3732
 HV3732                          STATION DESCRIPTION
 HV3732
 HV3732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3732'1.1 MI W FROM MIDDLEBURG.
 HV3732'1.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL BANK AT
 HV3732'MIDDLEBURG, LOUDOUN COUNTY, 0.15 MILE EAST OF THE JUNCTION OF
 HV3732'STATE HIGHWAY 709 LEADING SOUTHWEST, 0.05 MILE WEST OF THE
 HV3732'JUNCTION OF A DIRT ROAD LEADING SOUTH, 0.05 MILE NORTH OF THE
 HV3732'LOUDOUN-FAUQUIER COUNTY LINE, 285 FEET SOUTHWEST OF A FENCE
 HV3732'CORNER NEAR A STUCCO BUNGALOW, 128 FEET SOUTH OF THE CENTER LINE
 HV3732'OF THE HIGHWAY, 97 FEET SOUTH OF A BOARD FENCE, IN A FIELD,
 HV3732'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED C 257
 HV3732'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0753 ***********************************************************************
 HV0753  DESIGNATION -  C 259
 HV0753  PID         -  HV0753
 HV0753  STATE/COUNTY-  VA/WESTMORELAND
 HV0753  USGS QUAD   -  MACHODOC (1982)
 HV0753
 HV0753                         *CURRENT SURVEY CONTROL
 HV0753  ___________________________________________________________________
 HV0753* NAD 83(1986)-  38 04 28.     (N)    076 40 48.     (W)     SCALED    
 HV0753* NAVD 88     -        36.634  (meters)     120.19   (feet)  ADJUSTED  
 HV0753  ___________________________________________________________________
 HV0753  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 HV0753  DYNAMIC HT  -          36.610 (meters)     120.11  (feet)  COMP
 HV0753  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 HV0753
 HV0753  VERT ORDER  -  SECOND    CLASS 0
 HV0753
 HV0753.The horizontal coordinates were scaled from a topographic map and have
 HV0753.an estimated accuracy of +/- 6 seconds.
 HV0753
 HV0753.The orthometric height was determined by differential leveling
 HV0753.and adjusted by the National Geodetic Survey in June 1991..
 HV0753
 HV0753.The geoid height was determined by GEOID03.
 HV0753
 HV0753.The dynamic height is computed by dividing the NAVD 88
 HV0753.geopotential number by the normal gravity value computed on the
 HV0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0753.degrees latitude (g = 980.6199 gals.).
 HV0753
 HV0753.The modeled gravity was interpolated from observed gravity values.
 HV0753
 HV0753;                    North         East    Units  Estimated Accuracy
 HV0753;SPC VA N     - 2,046,850.    3,659,680.      MT  (+/- 180 meters Scaled)
 HV0753
 HV0753                          SUPERSEDED SURVEY CONTROL
 HV0753
 HV0753  NGVD 29 (05/17/90)   36.879  (m)          120.99   (f) ADJUSTED    2 0
 HV0753
 HV0753.Superseded values are not recommended for survey control.
 HV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0753.See file dsdata.txt to determine how the superseded data were derived.
 HV0753
 HV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH526154(NAD 83)
 HV0753_MARKER: DB = BENCH MARK DISK
 HV0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0753_STAMPING: C 259 1942
 HV0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0753+STABILITY: SURFACE MOTION
 HV0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV0753+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 HV0753
 HV0753  HISTORY     - Date     Condition        Report By
 HV0753  HISTORY     - 1942     MONUMENTED       CGS
 HV0753  HISTORY     - 1962     GOOD             CGS
 HV0753  HISTORY     - 1990     GOOD             USPSQD
 HV0753  HISTORY     - 19981011 GOOD             USPSQD
 HV0753  HISTORY     - 20030313 GOOD             USPSQD
 HV0753  HISTORY     - 20051130 GOOD             USPSQD
 HV0753
 HV0753                          STATION DESCRIPTION
 HV0753
 HV0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0753'1.6 MI W FROM HAGUE.
 HV0753'THIS MARK IS ALONG HIGHWAY 202, 1.6 MILES WEST OF HAGUE,
 HV0753'WESTMORELAND COUNTY, AT A WHITE FARM HOUSE, SET IN THE NORTHEAST
 HV0753'CORNER OF THE BOARDED FENCED YARD, 27.5 FEET SOUTH OF THE
 HV0753'CENTERLINE OF THE HIGHWAY, 4.5 FEET SOUTHWEST OF THE CORNER FENCE
 HV0753'POST, JUST SOUTHWEST OF A TREE, 28 FEET EAST OF THE CENTERLINE
 HV0753'OF A DIRT ROAD TO A FARM HOUSE, A STANDARD DISK SET IN THE TOP
 HV0753'OF A CONCRETE POST.
 HV0753
 HV0753                          STATION RECOVERY (1990)
 HV0753
 HV0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 HV0753'RECOVERED IN GOOD CONDITION.
 HV0753
 HV0753                          STATION RECOVERY (1998)
 HV0753
 HV0753'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0753'RECOVERED IN GOOD CONDITION.
 HV0753
 HV0753                          STATION RECOVERY (2003)
 HV0753
 HV0753'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0753'RECOVERED IN GOOD CONDITION.
 HV0753
 HV0753                          STATION RECOVERY (2005)
 HV0753
 HV0753'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2461 ***********************************************************************
 GV2461  DESIGNATION -  C 26
 GV2461  PID         -  GV2461
 GV2461  STATE/COUNTY-  VA/CHESTERFIELD
 GV2461  USGS QUAD   -  BON AIR (1994)
 GV2461
 GV2461                         *CURRENT SURVEY CONTROL
 GV2461  ___________________________________________________________________
 GV2461* NAD 83(1986)-  37 31 24.     (N)    077 33 37.     (W)     SCALED    
 GV2461* NAVD 88     -        79.941  (meters)     262.27   (feet)  ADJUSTED  
 GV2461  ___________________________________________________________________
 GV2461  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2461  DYNAMIC HT  -          79.885 (meters)     262.09  (feet)  COMP
 GV2461  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 GV2461
 GV2461  VERT ORDER  -  FIRST     CLASS II
 GV2461
 GV2461.The horizontal coordinates were scaled from a topographic map and have
 GV2461.an estimated accuracy of +/- 6 seconds.
 GV2461
 GV2461.The orthometric height was determined by differential leveling
 GV2461.and adjusted by the National Geodetic Survey in June 1991..
 GV2461
 GV2461.The geoid height was determined by GEOID03.
 GV2461
 GV2461.The dynamic height is computed by dividing the NAVD 88
 GV2461.geopotential number by the normal gravity value computed on the
 GV2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2461.degrees latitude (g = 980.6199 gals.).
 GV2461
 GV2461.The modeled gravity was interpolated from observed gravity values.
 GV2461
 GV2461;                    North         East    Units  Estimated Accuracy
 GV2461;SPC VA S     - 1,132,470.    3,583,060.      MT  (+/- 180 meters Scaled)
 GV2461
 GV2461                          SUPERSEDED SURVEY CONTROL
 GV2461
 GV2461  NGVD 29 (03/05/92)   80.256  (m)          263.31   (f) ADJUSTED    1 2
 GV2461
 GV2461.Superseded values are not recommended for survey control.
 GV2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2461.See file dsdata.txt to determine how the superseded data were derived.
 GV2461
 GV2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG737560(NAD 83)
 GV2461_MARKER: DB = BENCH MARK DISK
 GV2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2461_STAMPING: 263.300 C 26 1931
 GV2461_PROJECTION: FLUSH
 GV2461_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2461+STABILITY: SURFACE MOTION
 GV2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2461+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2461
 GV2461  HISTORY     - Date     Condition        Report By
 GV2461  HISTORY     - 1931     MONUMENTED       CGS
 GV2461  HISTORY     - 1972     GOOD             NGS
 GV2461  HISTORY     - 1979     GOOD             NGS
 GV2461  HISTORY     - 19910414 GOOD             USPSQD
 GV2461  HISTORY     - 19940220 GOOD             USPSQD
 GV2461  HISTORY     - 19980623 GOOD             VADHT
 GV2461  HISTORY     - 20000113 MARK NOT FOUND   USPSQD
 GV2461  HISTORY     - 20041023 GOOD             USPSQD
 GV2461
 GV2461                          STATION DESCRIPTION
 GV2461
 GV2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV2461'AT BON AIR.
 GV2461'AT BON AIR, CHESTERFIELD COUNTY, ON THE SOUTHERN RAILWAY, 66
 GV2461'FEET WEST OF THE WEST END OF THE STATION, 61 FEET SOUTH OF THE
 GV2461'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT WEST OF A STEEL WITNESS
 GV2461'POST.  A STANDARD DISK, STAMPED 263.300 C 26 1931 AND SET IN THE
 GV2461'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 GV2461
 GV2461                          STATION RECOVERY (1979)
 GV2461
 GV2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV2461'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL IN
 GV2461'MIDLOTHIAN, THENCE 0.1 MILE NORTHWEST ALONG ROBIOUS ROAD, AND THENCE
 GV2461'1.8 MILE NORTHEAST ALONG COUNTY ROAD 718 (OLD BON AIR ROAD), 219
 GV2461'FEET EAST OF THE CENTERLINE OF THE ROAD, 334 FEET WEST OF THE CENTER-
 GV2461'LINE OF ROCKCREST ROAD, 48.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 GV2461'SOUTHERN RAILROAD, AND 16 FEET SOUTH OF THE CENTERLINE OF A PAVED
 GV2461'ROAD.
 GV2461'THE MARK IS 1 FT  E FROM A WITNESS POST.
 GV2461
 GV2461                          STATION RECOVERY (1991)
 GV2461
 GV2461'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2461'RECOVERED IN GOOD CONDITION.
 GV2461
 GV2461                          STATION RECOVERY (1994)
 GV2461
 GV2461'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2461'RECOVERED IN GOOD CONDITION.
 GV2461
 GV2461                          STATION RECOVERY (1998)
 GV2461
 GV2461'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2461'RECOVERED IN GOOD CONDITION.
 GV2461
 GV2461                          STATION RECOVERY (2000)
 GV2461
 GV2461'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2461'MARK NOT FOUND.
 GV2461
 GV2461                          STATION RECOVERY (2004)
 GV2461
 GV2461'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDB)
 GV2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0737 ***********************************************************************
 GW0737  DESIGNATION -  C 26
 GW0737  PID         -  GW0737
 GW0737  STATE/COUNTY-  VA/ALBEMARLE
 GW0737  USGS QUAD   -  ALBERENE (1980)
 GW0737
 GW0737                         *CURRENT SURVEY CONTROL
 GW0737  ___________________________________________________________________
 GW0737* NAD 83(1986)-  37 56 29.     (N)    078 32 20.     (W)     SCALED    
 GW0737* NAVD 88     -       146.244  (meters)     479.80   (feet)  ADJUSTED  
 GW0737  ___________________________________________________________________
 GW0737  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0737  DYNAMIC HT  -         146.142 (meters)     479.47  (feet)  COMP
 GW0737  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 GW0737
 GW0737  VERT ORDER  -  SECOND    CLASS 0
 GW0737
 GW0737.The horizontal coordinates were scaled from a topographic map and have
 GW0737.an estimated accuracy of +/- 6 seconds.
 GW0737
 GW0737.The orthometric height was determined by differential leveling
 GW0737.and adjusted by the National Geodetic Survey in June 1991..
 GW0737
 GW0737.The geoid height was determined by GEOID03.
 GW0737
 GW0737.The dynamic height is computed by dividing the NAVD 88
 GW0737.geopotential number by the normal gravity value computed on the
 GW0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0737.degrees latitude (g = 980.6199 gals.).
 GW0737
 GW0737.The modeled gravity was interpolated from observed gravity values.
 GW0737
 GW0737;                    North         East    Units  Estimated Accuracy
 GW0737;SPC VA S     - 1,178,460.    3,496,580.      MT  (+/- 180 meters Scaled)
 GW0737
 GW0737                          SUPERSEDED SURVEY CONTROL
 GW0737
 GW0737  NGVD 29 (??/??/92)  146.496  (m)          480.63   (f) ADJ UNCH    2 0
 GW0737
 GW0737.Superseded values are not recommended for survey control.
 GW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0737.See file dsdata.txt to determine how the superseded data were derived.
 GW0737
 GW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC162021(NAD 83)
 GW0737_MARKER: DD = SURVEY DISK
 GW0737_SETTING: 66 = SET IN ROCK OUTCROP
 GW0737_SP_SET: SET IN ROCK OUTCROP
 GW0737_STAMPING: C 26 TT NO 3 J 1926
 GW0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0737+STABILITY: POSITION/ELEVATION WELL
 GW0737
 GW0737  HISTORY     - Date     Condition        Report By
 GW0737  HISTORY     - 1926     MONUMENTED       USGS
 GW0737  HISTORY     - 1964     GOOD             NGS
 GW0737
 GW0737                          STATION DESCRIPTION
 GW0737
 GW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0737'7.8 MI SW FROM CHARLOTTESVILLE.
 GW0737'1.5 MILES SOUTH ALONG STATE HIGHWAY 239, THENCE 6.3 MILES
 GW0737'SOUTHWEST ALONG STATE HIGHWAY 613, 120 FEET WEST OF THE SOUTH ONE
 GW0737'OF TWO CONCRETE BRIDGES, SOUTH OF A SMALL CREEK SOUTHWEST OF A
 GW0737'WOODS ROAD, AND IN THE TOP OF A ROCK.  NOTE-- THE HIGHWAY HAS
 GW0737'BEEN RELOCATED AND THE MARK IS NOW 3 FEET SOUTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0295 ***********************************************************************
 JW0295  DESIGNATION -  C 261
 JW0295  PID         -  JW0295
 JW0295  STATE/COUNTY-  VA/FREDERICK
 JW0295  USGS QUAD   -  STEPHENS CITY (1986)
 JW0295
 JW0295                         *CURRENT SURVEY CONTROL
 JW0295  ___________________________________________________________________
 JW0295* NAD 83(1986)-  39 04 23.     (N)    078 09 41.     (W)     SCALED    
 JW0295* NAVD 88     -       215.680  (meters)     707.61   (feet)  ADJUSTED  
 JW0295  ___________________________________________________________________
 JW0295  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JW0295  DYNAMIC HT  -         215.542 (meters)     707.16  (feet)  COMP
 JW0295  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 JW0295
 JW0295  VERT ORDER  -  SECOND    CLASS 0
 JW0295
 JW0295.The horizontal coordinates were scaled from a topographic map and have
 JW0295.an estimated accuracy of +/- 6 seconds.
 JW0295
 JW0295.The orthometric height was determined by differential leveling
 JW0295.and adjusted by the National Geodetic Survey in June 1991..
 JW0295
 JW0295.The geoid height was determined by GEOID03.
 JW0295
 JW0295.The dynamic height is computed by dividing the NAVD 88
 JW0295.geopotential number by the normal gravity value computed on the
 JW0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0295.degrees latitude (g = 980.6199 gals.).
 JW0295
 JW0295.The modeled gravity was interpolated from observed gravity values.
 JW0295
 JW0295;                    North         East    Units  Estimated Accuracy
 JW0295;SPC VA N     - 2,156,170.    3,529,300.      MT  (+/- 180 meters Scaled)
 JW0295
 JW0295                          SUPERSEDED SURVEY CONTROL
 JW0295
 JW0295  NGVD 29 (??/??/92)  215.847  (m)          708.16   (f) ADJ UNCH    2 0
 JW0295
 JW0295.Superseded values are not recommended for survey control.
 JW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0295.See file dsdata.txt to determine how the superseded data were derived.
 JW0295
 JW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD455287(NAD 83)
 JW0295_MARKER: DB = BENCH MARK DISK
 JW0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0295_STAMPING: C 261 1942
 JW0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0295+STABILITY: SURFACE MOTION
 JW0295
 JW0295  HISTORY     - Date     Condition        Report By
 JW0295  HISTORY     - 1942     MONUMENTED       CGS
 JW0295  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 JW0295
 JW0295                          STATION DESCRIPTION
 JW0295
 JW0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0295'3.6 MI E FROM STEPHENS CITY.
 JW0295'3.6 MILES EAST ALONG STATE HIGHWAY 277 FROM THE POST OFFICE AT
 JW0295'STEPHENS CITY, FREDERICK COUNTY, 59 FEET WEST-SOUTHWEST OF POLE
 JW0295'20, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST TO A
 JW0295'FARMHOUSE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JW0295'12 FEET SOUTHWEST OF THE CENTER LINE OF THE SIDE ROAD, 5 FEET
 JW0295'NORTHWEST OF A NORTHWEST GATEPOST, AND 2.2 FEET SOUTHWEST OF THE
 JW0295'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 261 1942 AND SET
 JW0295'IN THE TOP OF A CONCRETE POST.
 JW0295
 JW0295                          STATION RECOVERY (1997)
 JW0295
 JW0295'RECOVERY NOTE BY US POWER SQUADRON 1997
 JW0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1665 ***********************************************************************
 GV1665  DESIGNATION -  C 263
 GV1665  PID         -  GV1665
 GV1665  STATE/COUNTY-  VA/CHARLES CITY
 GV1665  USGS QUAD   -  ROXBURY (1994)
 GV1665
 GV1665                         *CURRENT SURVEY CONTROL
 GV1665  ___________________________________________________________________
 GV1665* NAD 83(1986)-  37 27 50.     (N)    077 08 27.     (W)     SCALED    
 GV1665* NAVD 88     -        10.513  (meters)      34.49   (feet)  ADJUSTED  
 GV1665  ___________________________________________________________________
 GV1665  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GV1665  DYNAMIC HT  -          10.506 (meters)      34.47  (feet)  COMP
 GV1665  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 GV1665
 GV1665  VERT ORDER  -  FIRST     CLASS II
 GV1665
 GV1665.The horizontal coordinates were scaled from a topographic map and have
 GV1665.an estimated accuracy of +/- 6 seconds.
 GV1665
 GV1665.The orthometric height was determined by differential leveling
 GV1665.and adjusted by the National Geodetic Survey in June 1991..
 GV1665
 GV1665.The geoid height was determined by GEOID03.
 GV1665
 GV1665.The dynamic height is computed by dividing the NAVD 88
 GV1665.geopotential number by the normal gravity value computed on the
 GV1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1665.degrees latitude (g = 980.6199 gals.).
 GV1665
 GV1665.The modeled gravity was interpolated from observed gravity values.
 GV1665
 GV1665;                    North         East    Units  Estimated Accuracy
 GV1665;SPC VA S     - 1,126,330.    3,620,230.      MT  (+/- 180 meters Scaled)
 GV1665
 GV1665                          SUPERSEDED SURVEY CONTROL
 GV1665
 GV1665  NGVD 29 (??/??/??)   10.844  (m)           35.58   (f) ADJUSTED    1 2
 GV1665
 GV1665.Superseded values are not recommended for survey control.
 GV1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1665.See file dsdata.txt to determine how the superseded data were derived.
 GV1665
 GV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG106484(NAD 83)
 GV1665_MARKER: DB = BENCH MARK DISK
 GV1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1665_STAMPING: C 263 1942
 GV1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1665+STABILITY: SURFACE MOTION
 GV1665
 GV1665  HISTORY     - Date     Condition        Report By
 GV1665  HISTORY     - 1942     MONUMENTED       CGS
 GV1665  HISTORY     - 1958     GOOD             CGS
 GV1665  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1665  HISTORY     - 19960226 MARK NOT FOUND   USPSQD
 GV1665  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1665  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1665
 GV1665                          STATION DESCRIPTION
 GV1665
 GV1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1665'AT ROXBURY.
 GV1665'AT ROXBURY, CHARLES CITY COUNTY, ON THE CHESAPEAKE AND OHIO
 GV1665'RAILWAY, 63 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 GV1665'ABOUT 145 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A TOOLHOUSE,
 GV1665'55 FEET WEST OF A MAIL CRANE, 25.5 FEET SOUTH OF THE SOUTH RAIL
 GV1665'OF THE EAST-BOUND TRACK, AT A WOVEN-WIRE FENCE, 1.5 FEET WEST OF A
 GV1665'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 GV1665'A STANDARD DISK, STAMPED C 263 1942 AND SET IN THE TOP OF A
 GV1665'CONCRETE POST, 8 INCHES BELOW THE GROUND.
 GV1665
 GV1665                          STATION RECOVERY (1958)
 GV1665
 GV1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1665'RECOVERED IN GOOD CONDITION.
 GV1665
 GV1665                          STATION RECOVERY (1990)
 GV1665
 GV1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GV1665'MARK NOT FOUND.
 GV1665
 GV1665                          STATION RECOVERY (1996)
 GV1665
 GV1665'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1665'MARK NOT FOUND.
 GV1665
 GV1665                          STATION RECOVERY (2000)
 GV1665
 GV1665'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1665'MARK NOT FOUND.
 GV1665
 GV1665                          STATION RECOVERY (2001)
 GV1665
 GV1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1665'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1558 ***********************************************************************
 GV1558  DESIGNATION -  C 264
 GV1558  PID         -  GV1558
 GV1558  STATE/COUNTY-  VA/NEW KENT
 GV1558  USGS QUAD   -  TUNSTALL (1984)
 GV1558
 GV1558                         *CURRENT SURVEY CONTROL
 GV1558  ___________________________________________________________________
 GV1558* NAD 83(1986)-  37 30 09.     (N)    077 01 11.     (W)     SCALED    
 GV1558* NAVD 88     -        38.878  (meters)     127.55   (feet)  ADJUSTED  
 GV1558  ___________________________________________________________________
 GV1558  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GV1558  DYNAMIC HT  -          38.850 (meters)     127.46  (feet)  COMP
 GV1558  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 GV1558
 GV1558  VERT ORDER  -  SECOND    CLASS 0
 GV1558
 GV1558.The horizontal coordinates were scaled from a topographic map and have
 GV1558.an estimated accuracy of +/- 6 seconds.
 GV1558
 GV1558.The orthometric height was determined by differential leveling
 GV1558.and adjusted by the National Geodetic Survey in June 1991..
 GV1558
 GV1558.The geoid height was determined by GEOID03.
 GV1558
 GV1558.The dynamic height is computed by dividing the NAVD 88
 GV1558.geopotential number by the normal gravity value computed on the
 GV1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1558.degrees latitude (g = 980.6199 gals.).
 GV1558
 GV1558.The modeled gravity was interpolated from observed gravity values.
 GV1558
 GV1558;                    North         East    Units  Estimated Accuracy
 GV1558;SPC VA S     - 1,130,780.    3,630,880.      MT  (+/- 180 meters Scaled)
 GV1558
 GV1558                          SUPERSEDED SURVEY CONTROL
 GV1558
 GV1558  NGVD 29 (??/??/??)   39.225  (m)          128.69   (f) ADJUSTED    2 0
 GV1558
 GV1558.Superseded values are not recommended for survey control.
 GV1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1558.See file dsdata.txt to determine how the superseded data were derived.
 GV1558
 GV1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG214525(NAD 83)
 GV1558_MARKER: DB = BENCH MARK DISK
 GV1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1558_STAMPING: C 264 1942
 GV1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1558+STABILITY: SURFACE MOTION
 GV1558
 GV1558  HISTORY     - Date     Condition        Report By
 GV1558  HISTORY     - 1942     MONUMENTED       CGS
 GV1558  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1558  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1558  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1558  HISTORY     - 20010303 MARK NOT FOUND   NGS
 GV1558  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV1558
 GV1558                          STATION DESCRIPTION
 GV1558
 GV1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1558'4.5 MI N FROM PROVIDENCE FORGE.
 GV1558'4.5 MILES NORTH ALONG SECONDARY STATE HIGHWAY 608 FROM THE
 GV1558'JUNCTION OF U.S. HIGHWAY 60 AT PROVIDENCE FORGE, 1.6 MILES
 GV1558'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 33, AT THE JUNCTION
 GV1558'OF SECONDARY STATE HIGHWAY 604, 30 FEET EAST-SOUTHEAST OF THE
 GV1558'CENTERLINE OF SECONDARY STATE HIGHWAY 608, 24 FEET NORTH-NORTHEAST
 GV1558'OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 604, 100 FEET
 GV1558'NORTH-NORTHEAST OF TELEPHONE POLE NO. 340, 22 FEET WEST-NORTHWEST
 GV1558'OF A TRIANGULAR-BLAZED TWIN 9-INCH OAK TREE, 1.5 FEET WEST OF A
 GV1558'WHITE WOODEN WITNESS POST, AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 GV1558'A STANDARD DISK, STAMPED C 264 1942 AND SET IN THE TOP OF A
 GV1558'CONCRETE POST.  NOTE-- INTERSECTION HAS CHANGED AND CORNER
 GV1558'ROUNDED OFF.  ALL TREES HAS BEEN CUT DOWN.
 GV1558
 GV1558                          STATION RECOVERY (1996)
 GV1558
 GV1558'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1558'MARK NOT FOUND.
 GV1558
 GV1558                          STATION RECOVERY (2000)
 GV1558
 GV1558'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1558'MARK NOT FOUND.
 GV1558
 GV1558                          STATION RECOVERY (2001)
 GV1558
 GV1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1558
 GV1558                          STATION RECOVERY (2005)
 GV1558
 GV1558'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0373 ***********************************************************************
 GV0373  DESIGNATION -  C 266
 GV0373  PID         -  GV0373
 GV0373  STATE/COUNTY-  VA/YORK
 GV0373  USGS QUAD   -  POQUOSON WEST (1983)
 GV0373
 GV0373                         *CURRENT SURVEY CONTROL
 GV0373  ___________________________________________________________________
 GV0373* NAD 83(1986)-  37 07 58.     (N)    076 22 47.     (W)     SCALED    
 GV0373* NAVD 88     -         3.205  (meters)      10.52   (feet)  ADJUSTED  
 GV0373  ___________________________________________________________________
 GV0373  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0373  DYNAMIC HT  -           3.203 (meters)      10.51  (feet)  COMP
 GV0373  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 GV0373
 GV0373  VERT ORDER  -  SECOND    CLASS 0
 GV0373
 GV0373.The horizontal coordinates were scaled from a topographic map and have
 GV0373.an estimated accuracy of +/- 6 seconds.
 GV0373
 GV0373.The orthometric height was determined by differential leveling
 GV0373.and adjusted by the National Geodetic Survey in June 1991..
 GV0373
 GV0373.The geoid height was determined by GEOID03.
 GV0373
 GV0373.The dynamic height is computed by dividing the NAVD 88
 GV0373.geopotential number by the normal gravity value computed on the
 GV0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0373.degrees latitude (g = 980.6199 gals.).
 GV0373
 GV0373.The modeled gravity was interpolated from observed gravity values.
 GV0373
 GV0373;                    North         East    Units  Estimated Accuracy
 GV0373;SPC VA S     - 1,090,830.    3,688,380.      MT  (+/- 180 meters Scaled)
 GV0373
 GV0373                          SUPERSEDED SURVEY CONTROL
 GV0373
 GV0373  NGVD 29 (??/??/??)    3.556  (m)           11.67   (f) ADJUSTED    2 0
 GV0373
 GV0373.Superseded values are not recommended for survey control.
 GV0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0373.See file dsdata.txt to determine how the superseded data were derived.
 GV0373
 GV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG774104(NAD 83)
 GV0373_MARKER: DB = BENCH MARK DISK
 GV0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0373_SP_SET: BUILDING
 GV0373_STAMPING: C 266 1942
 GV0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0373
 GV0373  HISTORY     - Date     Condition        Report By
 GV0373  HISTORY     - 1942     MONUMENTED       CGS
 GV0373  HISTORY     - 1961     GOOD             CGS
 GV0373  HISTORY     - 1974     GOOD             LOCSUR
 GV0373  HISTORY     - 1988     GOOD             USPSQD
 GV0373
 GV0373                          STATION DESCRIPTION
 GV0373
 GV0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0373'AT ODD.
 GV0373'AT ODD, YORK COUNTY, ON STATE HIGHWAY 172, 0.7 MILE SOUTHEAST OF
 GV0373'THE JUNCTION OF STATE HIGHWAY 171, 165 FEET NORTHEAST OF THE POST
 GV0373'OFFICE, AT THE CITIZENS BANK OF POQUOSON, IN THE SOUTH FACE OF THE
 GV0373'BRICK BUILDING, 1 FOOT EAST OF THE FRONT DOOR ENTRANCE, AND 4.5
 GV0373'FEET ABOVE THE CEMENT PORCH.  NOTE-- BUILDING IS LOCATED AT 777
 GV0373'POQUOSON AVE. AND NOW HOUSES POQUOSON PRINTING CO.
 GV0373
 GV0373                          STATION RECOVERY (1974)
 GV0373
 GV0373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0373'RECOVERED IN GOOD CONDITION.
 GV0373
 GV0373                          STATION RECOVERY (1988)
 GV0373
 GV0373'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0260 ***********************************************************************
 GV0260  DESIGNATION -  C 267
 GV0260  PID         -  GV0260
 GV0260  STATE/COUNTY-  VA/GLOUCESTER
 GV0260  USGS QUAD   -  ACHILLES (1983)
 GV0260
 GV0260                         *CURRENT SURVEY CONTROL
 GV0260  ___________________________________________________________________
 GV0260* NAD 83(1986)-  37 17 30.     (N)    076 25 53.     (W)     SCALED    
 GV0260* NAVD 88     -         1.668  (meters)       5.47   (feet)  ADJUSTED  
 GV0260  ___________________________________________________________________
 GV0260  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 GV0260  DYNAMIC HT  -           1.667 (meters)       5.47  (feet)  COMP
 GV0260  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 GV0260
 GV0260  VERT ORDER  -  SECOND    CLASS 0
 GV0260
 GV0260.The horizontal coordinates were scaled from a topographic map and have
 GV0260.an estimated accuracy of +/- 6 seconds.
 GV0260
 GV0260.The orthometric height was determined by differential leveling
 GV0260.and adjusted by the National Geodetic Survey in June 1991..
 GV0260
 GV0260.The geoid height was determined by GEOID03.
 GV0260
 GV0260.The dynamic height is computed by dividing the NAVD 88
 GV0260.geopotential number by the normal gravity value computed on the
 GV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0260.degrees latitude (g = 980.6199 gals.).
 GV0260
 GV0260.The modeled gravity was interpolated from observed gravity values.
 GV0260
 GV0260;                    North         East    Units  Estimated Accuracy
 GV0260;SPC VA S     - 1,108,360.    3,683,400.      MT  (+/- 180 meters Scaled)
 GV0260
 GV0260                          SUPERSEDED SURVEY CONTROL
 GV0260
 GV0260  NGVD 29 (??/??/??)    2.021  (m)            6.63   (f) ADJUSTED    2 0
 GV0260
 GV0260.Superseded values are not recommended for survey control.
 GV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0260.See file dsdata.txt to determine how the superseded data were derived.
 GV0260
 GV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG731281(NAD 83)
 GV0260_MARKER: DB = BENCH MARK DISK
 GV0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0260_STAMPING: C 267 1942
 GV0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0260+STABILITY: SURFACE MOTION
 GV0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0260+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0260
 GV0260  HISTORY     - Date     Condition        Report By
 GV0260  HISTORY     - 1942     MONUMENTED       CGS
 GV0260  HISTORY     - 1961     GOOD             CGS
 GV0260  HISTORY     - 19970227 GOOD             USPSQD
 GV0260  HISTORY     - 20020111 GOOD             USPSQD
 GV0260  HISTORY     - 20060214 GOOD             USPSQD
 GV0260
 GV0260                          STATION DESCRIPTION
 GV0260
 GV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0260'1.1 MI NE FROM ACHILLES.
 GV0260'ORIGINAL DESCRIPTION-- 1.1 MILES NORTHEAST ALONG SECONDARY STATE
 GV0260'HIGHWAY 653 FROM THE HIGH SCHOOL AT ACHILLES, AT THE EAST CORNER
 GV0260'OF THE ACHILLES FRIENDS CHURCH GROUNDS, 82 FEET NORTHEAST OF THE
 GV0260'SOUTHEAST CORNER OF THE FRAME CHURCH BUILDING, 26 FEET NORTHWEST
 GV0260'OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHWEST OF A WHITE WOODEN
 GV0260'WITNESS POST, AND 1.5 FEET ABOVE THE LEVEL OF THE ROAD.  RECOVERED
 GV0260'AS DESCRIBED EXCEPT IT IS EAST OF THE SOUTHEAST CORNER OF THE
 GV0260'CHURCH.
 GV0260
 GV0260                          STATION RECOVERY (1997)
 GV0260
 GV0260'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0260'RECOVERED IN GOOD CONDITION.
 GV0260
 GV0260                          STATION RECOVERY (2002)
 GV0260
 GV0260'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0260'RECOVERED IN GOOD CONDITION.
 GV0260
 GV0260                          STATION RECOVERY (2006)
 GV0260
 GV0260'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0725 ***********************************************************************
 GV0725  DESIGNATION -  C 268
 GV0725  PID         -  GV0725
 GV0725  STATE/COUNTY-  VA/GLOUCESTER
 GV0725  USGS QUAD   -  GRESSITT (1986)
 GV0725
 GV0725                         *CURRENT SURVEY CONTROL
 GV0725  ___________________________________________________________________
 GV0725* NAD 83(1986)-  37 29 56.     (N)    076 38 01.     (W)     SCALED    
 GV0725* NAVD 88     -        27.178  (meters)      89.17   (feet)  ADJUSTED  
 GV0725  ___________________________________________________________________
 GV0725  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 GV0725  DYNAMIC HT  -          27.160 (meters)      89.11  (feet)  COMP
 GV0725  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 GV0725
 GV0725  VERT ORDER  -  SECOND    CLASS 0
 GV0725
 GV0725.The horizontal coordinates were scaled from a topographic map and have
 GV0725.an estimated accuracy of +/- 6 seconds.
 GV0725
 GV0725.The orthometric height was determined by differential leveling
 GV0725.and adjusted by the National Geodetic Survey in June 1991..
 GV0725
 GV0725.The geoid height was determined by GEOID03.
 GV0725
 GV0725.The dynamic height is computed by dividing the NAVD 88
 GV0725.geopotential number by the normal gravity value computed on the
 GV0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0725.degrees latitude (g = 980.6199 gals.).
 GV0725
 GV0725.The modeled gravity was interpolated from observed gravity values.
 GV0725
 GV0725;                    North         East    Units  Estimated Accuracy
 GV0725;SPC VA S     - 1,130,980.    3,665,020.      MT  (+/- 180 meters Scaled)
 GV0725
 GV0725                          SUPERSEDED SURVEY CONTROL
 GV0725
 GV0725  NGVD 29 (??/??/??)   27.560  (m)           90.42   (f) ADJUSTED    2 0
 GV0725
 GV0725.Superseded values are not recommended for survey control.
 GV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0725.See file dsdata.txt to determine how the superseded data were derived.
 GV0725
 GV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG555514(NAD 83)
 GV0725_MARKER: DB = BENCH MARK DISK
 GV0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0725_STAMPING: C 268 1942
 GV0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0725+STABILITY: SURFACE MOTION
 GV0725
 GV0725  HISTORY     - Date     Condition        Report By
 GV0725  HISTORY     - 1942     MONUMENTED       CGS
 GV0725  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0725  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0725
 GV0725                          STATION DESCRIPTION
 GV0725
 GV0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0725'8.6 MI NW FROM GLOUCESTER.
 GV0725'THIS MARK IS ABOUT 8.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 17
 GV0725'FROM THE GLOUCESTER COUNTY COURT HOUSE AT GLOUCESTER.  SET IN
 GV0725'THE CENTER OF THE GRASSY PLOT OF THE WYE FORMED BY THE JUNCTION
 GV0725'OF U.S. HIGHWAY NO. 17 AND STATE HIGHWAY NO. 14, 36 FEET WEST
 GV0725'OF THE CENTER LINE OF U.S. HIGHWAY NO. 17, AND 52 FEET EAST OF
 GV0725'THE CENTER LINE OF STATE HIGHWAY NO. 14, AND 52 FEET SOUTH OF THE
 GV0725'CENTER LINE OF THE NORTH DRIVE ACROSS THE WYE, 1 FOOT WEST OF A
 GV0725'WHITE REFERENCE POST, SET LEVEL WITH THE ROAD AND PROJECTING 4
 GV0725'INCHES ABOVE THE GROUND.  A U.S.C. AND G.S. DISK SET IN THE TOP
 GV0725'OF A CONCRETE POST.
 GV0725
 GV0725                          STATION RECOVERY (1997)
 GV0725
 GV0725'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0725'MARK NOT FOUND.
 GV0725
 GV0725                          STATION RECOVERY (2002)
 GV0725
 GV0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1009 ***********************************************************************
 GV1009  DESIGNATION -  C 269
 GV1009  PID         -  GV1009
 GV1009  STATE/COUNTY-  VA/RICHMOND
 GV1009  USGS QUAD   -  HAYNESVILLE (1981)
 GV1009
 GV1009                         *CURRENT SURVEY CONTROL
 GV1009  ___________________________________________________________________
 GV1009* NAD 83(1986)-  37 55 26.     (N)    076 43 15.     (W)     SCALED    
 GV1009* NAVD 88     -         2.484  (meters)       8.15   (feet)  ADJUSTED  
 GV1009  ___________________________________________________________________
 GV1009  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 GV1009  DYNAMIC HT  -           2.483 (meters)       8.15  (feet)  COMP
 GV1009  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 GV1009
 GV1009  VERT ORDER  -  SECOND    CLASS 0
 GV1009
 GV1009.The horizontal coordinates were scaled from a topographic map and have
 GV1009.an estimated accuracy of +/- 6 seconds.
 GV1009
 GV1009.The orthometric height was determined by differential leveling
 GV1009.and adjusted by the National Geodetic Survey in June 1991..
 GV1009
 GV1009.The geoid height was determined by GEOID03.
 GV1009
 GV1009.The dynamic height is computed by dividing the NAVD 88
 GV1009.geopotential number by the normal gravity value computed on the
 GV1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1009.degrees latitude (g = 980.6199 gals.).
 GV1009
 GV1009.The modeled gravity was interpolated from observed gravity values.
 GV1009
 GV1009;                    North         East    Units  Estimated Accuracy
 GV1009;SPC VA S     - 1,177,990.    3,656,420.      MT  (+/- 180 meters Scaled)
 GV1009
 GV1009                          SUPERSEDED SURVEY CONTROL
 GV1009
 GV1009  NGVD 29 (05/17/90)    2.729  (m)            8.95   (f) ADJUSTED    2 0
 GV1009
 GV1009.Superseded values are not recommended for survey control.
 GV1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1009.See file dsdata.txt to determine how the superseded data were derived.
 GV1009
 GV1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG487987(NAD 83)
 GV1009_MARKER: DB = BENCH MARK DISK
 GV1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1009_SP_SET: BRIDGE
 GV1009_STAMPING: C 269 1942
 GV1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1009
 GV1009  HISTORY     - Date     Condition        Report By
 GV1009  HISTORY     - 1942     MONUMENTED       CGS
 GV1009  HISTORY     - 1961     GOOD             CGS
 GV1009  HISTORY     - 1989     GOOD             USPSQD
 GV1009  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV1009  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1009  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1009
 GV1009                          STATION DESCRIPTION
 GV1009
 GV1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1009'3 MI NW FROM EMMERTON.
 GV1009'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GV1009'AT EMMERTON, RICHMOND COUNTY, AT THE CONCRETE BRIDGE OVER
 GV1009'TOTUSKEY CREEK, AND IN THE TOP OF THE SOUTHWEST END OF THE
 GV1009'NORTHWEST BRIDGE SEAT.  A STANDARD DISK, STAMPED C 269 1942.
 GV1009
 GV1009                          STATION RECOVERY (1989)
 GV1009
 GV1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1009'RECOVERED IN GOOD CONDITION.
 GV1009
 GV1009                          STATION RECOVERY (1994)
 GV1009
 GV1009'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1009'MARK NOT FOUND.
 GV1009
 GV1009                          STATION RECOVERY (1999)
 GV1009
 GV1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1009'MARK NOT FOUND.
 GV1009
 GV1009                          STATION RECOVERY (2003)
 GV1009
 GV1009'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0905 ***********************************************************************
 FX0905  DESIGNATION -  C 27
 FX0905  PID         -  FX0905
 FX0905  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0905  USGS QUAD   -  BENNS CHURCH (1986)
 FX0905
 FX0905                         *CURRENT SURVEY CONTROL
 FX0905  ___________________________________________________________________
 FX0905* NAD 83(1986)-  36 56 16.     (N)    076 35 11.     (W)     SCALED    
 FX0905* NAVD 88     -        13.022  (meters)      42.72   (feet)  ADJUSTED  
 FX0905  ___________________________________________________________________
 FX0905  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 FX0905  DYNAMIC HT  -          13.012 (meters)      42.69  (feet)  COMP
 FX0905  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 FX0905
 FX0905  VERT ORDER  -  FIRST     CLASS II
 FX0905
 FX0905.The horizontal coordinates were scaled from a topographic map and have
 FX0905.an estimated accuracy of +/- 6 seconds.
 FX0905
 FX0905.The orthometric height was determined by differential leveling
 FX0905.and adjusted by the National Geodetic Survey in June 1991..
 FX0905
 FX0905.The geoid height was determined by GEOID03.
 FX0905
 FX0905.The dynamic height is computed by dividing the NAVD 88
 FX0905.geopotential number by the normal gravity value computed on the
 FX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0905.degrees latitude (g = 980.6199 gals.).
 FX0905
 FX0905.The modeled gravity was interpolated from observed gravity values.
 FX0905
 FX0905;                    North         East    Units  Estimated Accuracy
 FX0905;SPC VA S     - 1,068,810.    3,670,460.      MT  (+/- 180 meters Scaled)
 FX0905
 FX0905                          SUPERSEDED SURVEY CONTROL
 FX0905
 FX0905  NGVD 29 (??/??/92)   13.403  (m)           43.97   (f) ADJ UNCH    1 2
 FX0905
 FX0905.Superseded values are not recommended for survey control.
 FX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0905.See file dsdata.txt to determine how the superseded data were derived.
 FX0905
 FX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83)
 FX0905_MARKER: DB = BENCH MARK DISK
 FX0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0905_STAMPING: C 27 1932 44.121
 FX0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0905+STABILITY: SURFACE MOTION
 FX0905
 FX0905  HISTORY     - Date     Condition        Report By
 FX0905  HISTORY     - 1932     MONUMENTED       CGS
 FX0905  HISTORY     - 1971     GOOD             NGS
 FX0905  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0905  HISTORY     - 20010805 MARK NOT FOUND   USPSQD
 FX0905
 FX0905                          STATION DESCRIPTION
 FX0905
 FX0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0905'AT BENNS CHURCH.
 FX0905'AT BENNS CHURCH, AT THE EAST SIDE OF A TRIANGLE FORMED BY THE
 FX0905'JUNCTION OF U.S. HIGHWAY 258 AND STATE HIGHWAY 10 AND 32, 253 FEET
 FX0905'NORTHWEST OF AND ACROSS THE SOUTH LANE OF U.S. HIGHWAY 258 AND
 FX0905'STATE HIGHWAY 32 FROM THE NORTHWEST WING OF BENNS CHURCH, 29 FEET
 FX0905'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 258 ON THE SOUTH SIDE OF
 FX0905'THE TRIANGLE, 74 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 FX0905'10, 6 FEET WEST OF THE EAST END OF THE CURB OF TRIANGLE, 101
 FX0905'FEET NORTHWEST OF AND ACROSS THE SOUTH LANE OF U.S. HIGHWAY 258
 FX0905'FROM BENCH MARK PTS 1 C (USGS), 1 FOOT EAST OF A METAL WITNESS
 FX0905'POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 FX0905'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 FX0905
 FX0905                          STATION RECOVERY (2001)
 FX0905
 FX0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0905
 FX0905                          STATION RECOVERY (2001)
 FX0905
 FX0905'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0906 ***********************************************************************
 FX0906  DESIGNATION -  C 27 RESET 1972
 FX0906  PID         -  FX0906
 FX0906  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0906  USGS QUAD   -  BENNS CHURCH (1986)
 FX0906
 FX0906                         *CURRENT SURVEY CONTROL
 FX0906  ___________________________________________________________________
 FX0906* NAD 83(1986)-  36 56 16.     (N)    076 35 09.     (W)     SCALED    
 FX0906* NAVD 88     -        47.53   (+/-2cm)     155.9    (feet)  VERTCON   
 FX0906  ___________________________________________________________________
 FX0906  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 FX0906
 FX0906  VERT ORDER  -  ? (See Below)
 FX0906
 FX0906.The horizontal coordinates were scaled from a topographic map and have
 FX0906.an estimated accuracy of +/- 6 seconds.
 FX0906
 FX0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0906.The vertical order pertains to the NGVD 29 superseded value.
 FX0906
 FX0906.The geoid height was determined by GEOID03.
 FX0906
 FX0906;                    North         East    Units  Estimated Accuracy
 FX0906;SPC VA S     - 1,068,810.    3,670,510.      MT  (+/- 180 meters Scaled)
 FX0906
 FX0906                          SUPERSEDED SURVEY CONTROL
 FX0906
 FX0906  NGVD 29 (??/??/92)   47.847  (m)          156.98   (f) ADJ UNCH    ?  
 FX0906
 FX0906.Superseded values are not recommended for survey control.
 FX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0906.See file dsdata.txt to determine how the superseded data were derived.
 FX0906
 FX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587891(NAD 83)
 FX0906_MARKER: DB = BENCH MARK DISK
 FX0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0906_SP_SET: MONUMENT
 FX0906_STAMPING: C 27 RESET 1972
 FX0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0906
 FX0906  HISTORY     - Date     Condition        Report By
 FX0906  HISTORY     - 1972     MONUMENTED       NGS
 FX0906  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0906
 FX0906                          STATION DESCRIPTION
 FX0906
 FX0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0906'AT BENNS CHURCH.
 FX0906'AT BENNS CHURCH, AT THE JUNCTION OF U.S. HIGHWAY 258 AND STATE
 FX0906'HIGHWAY 32, ON PROPERTY OF BENNS METHODIST CHURCH, 62 FEET NORTH
 FX0906'OF P.T.S. 1 C (U.S.G.S.), 38 FEET NORTHWEST OF 30 INCH OAK TREE,
 FX0906'32 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 258 AND STATE
 FX0906'HIGHWAY 32 AND 2 FEET WEST OF UTILITY POLE WA 70.  DISK IS SET
 FX0906'FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND
 FX0906'FLUSH WITH THE GROUND.
 FX0906
 FX0906                          STATION RECOVERY (2001)
 FX0906
 FX0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0739 ***********************************************************************
 GW0739  DESIGNATION -  C 27 RM=TTS 4 J RM
 GW0739  PID         -  GW0739
 GW0739  STATE/COUNTY-  VA/ALBEMARLE
 GW0739  USGS QUAD   -  ALBERENE (1980)
 GW0739
 GW0739                         *CURRENT SURVEY CONTROL
 GW0739  ___________________________________________________________________
 GW0739* NAD 83(1986)-  37 54 31.     (N)    078 32 34.     (W)     SCALED    
 GW0739* NAVD 88     -       117.983  (meters)     387.08   (feet)  ADJUSTED  
 GW0739  ___________________________________________________________________
 GW0739  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW0739  DYNAMIC HT  -         117.903 (meters)     386.82  (feet)  COMP
 GW0739  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 GW0739
 GW0739  VERT ORDER  -  SECOND    CLASS 0
 GW0739
 GW0739.The horizontal coordinates were scaled from a topographic map and have
 GW0739.an estimated accuracy of +/- 6 seconds.
 GW0739
 GW0739.The orthometric height was determined by differential leveling
 GW0739.and adjusted by the National Geodetic Survey in June 1991..
 GW0739
 GW0739.The geoid height was determined by GEOID03.
 GW0739
 GW0739.The dynamic height is computed by dividing the NAVD 88
 GW0739.geopotential number by the normal gravity value computed on the
 GW0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0739.degrees latitude (g = 980.6199 gals.).
 GW0739
 GW0739.The modeled gravity was interpolated from observed gravity values.
 GW0739
 GW0739;                    North         East    Units  Estimated Accuracy
 GW0739;SPC VA S     - 1,174,820.    3,496,240.      MT  (+/- 180 meters Scaled)
 GW0739
 GW0739                          SUPERSEDED SURVEY CONTROL
 GW0739
 GW0739  NGVD 29 (??/??/92)  118.245  (m)          387.94   (f) ADJ UNCH    2 0
 GW0739
 GW0739.Superseded values are not recommended for survey control.
 GW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0739.See file dsdata.txt to determine how the superseded data were derived.
 GW0739
 GW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB160985(NAD 83)
 GW0739_MARKER: Q = CHISELED SQUARE
 GW0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0739_SP_SET: CULVERT
 GW0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0739
 GW0739  HISTORY     - Date     Condition        Report By
 GW0739  HISTORY     - UNK      MONUMENTED       USGS
 GW0739  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0739
 GW0739                          STATION DESCRIPTION
 GW0739
 GW0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0739'AT CARTERS BRIDGE.
 GW0739'30 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 613 AND STATE
 GW0739'HIGHWAY 627, 120 FEET NORTH OF A POINT 50 FEET WEST OF BENCH MARK
 GW0739'T.T.S. 4J (USGS)= C 27 (USGS), DESCRIBED BELOW, AT THE NORTH END
 GW0739'OF A CULVERT, AND ON THE TOP OF THE CONCRETE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0152 ***********************************************************************
 GV0152  DESIGNATION -  C 270
 GV0152  PID         -  GV0152
 GV0152  STATE/COUNTY-  VA/LANCASTER
 GV0152  USGS QUAD   -  IRVINGTON (1992)
 GV0152
 GV0152                         *CURRENT SURVEY CONTROL
 GV0152  ___________________________________________________________________
 GV0152* NAD 83(1986)-  37 40 14.     (N)    076 29 23.     (W)     SCALED    
 GV0152* NAVD 88     -         9.088  (meters)      29.82   (feet)  ADJUSTED  
 GV0152  ___________________________________________________________________
 GV0152  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 GV0152  DYNAMIC HT  -           9.082 (meters)      29.80  (feet)  COMP
 GV0152  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 GV0152
 GV0152  VERT ORDER  -  SECOND    CLASS 0
 GV0152
 GV0152.The horizontal coordinates were scaled from a topographic map and have
 GV0152.an estimated accuracy of +/- 6 seconds.
 GV0152
 GV0152.The orthometric height was determined by differential leveling
 GV0152.and adjusted by the National Geodetic Survey in June 1991..
 GV0152
 GV0152.The geoid height was determined by GEOID03.
 GV0152
 GV0152.The dynamic height is computed by dividing the NAVD 88
 GV0152.geopotential number by the normal gravity value computed on the
 GV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0152.degrees latitude (g = 980.6199 gals.).
 GV0152
 GV0152.The modeled gravity was interpolated from observed gravity values.
 GV0152
 GV0152;                    North         East    Units  Estimated Accuracy
 GV0152;SPC VA S     - 1,150,290.    3,677,330.      MT  (+/- 180 meters Scaled)
 GV0152
 GV0152                          SUPERSEDED SURVEY CONTROL
 GV0152
 GV0152  NGVD 29 (05/17/90)    9.332  (m)           30.62   (f) ADJUSTED    2 0
 GV0152
 GV0152.Superseded values are not recommended for survey control.
 GV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0152.See file dsdata.txt to determine how the superseded data were derived.
 GV0152
 GV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG686703(NAD 83)
 GV0152_MARKER: DB = BENCH MARK DISK
 GV0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0152_STAMPING: C-270 - 1942
 GV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0152+STABILITY: SURFACE MOTION
 GV0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0152+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 GV0152
 GV0152  HISTORY     - Date     Condition        Report By
 GV0152  HISTORY     - 1942     MONUMENTED       CGS
 GV0152  HISTORY     - 1954     GOOD             CGS
 GV0152  HISTORY     - 1961     GOOD             CGS
 GV0152  HISTORY     - 19910414 GOOD             USPSQD
 GV0152  HISTORY     - 19940501 GOOD             USPSQD
 GV0152  HISTORY     - 19980425 GOOD             USPSQD
 GV0152  HISTORY     - 20021129 GOOD             USPSQD
 GV0152  HISTORY     - 20051110 GOOD             USPSQD
 GV0152
 GV0152                          STATION DESCRIPTION
 GV0152
 GV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GV0152'AT MILLENBECK.
 GV0152'AT MILLENBECK, LANCASTER COUNTY, ON SECONDARY STATE HIGHWAY 625,
 GV0152'275 YARDS NORTHWEST OF MILLENBECK WHARF, 36 FEET NORTHEAST OF THE
 GV0152'NORTH CORNER OF A SQUARE CINDER-BLOCK BUILDING WITH A PYRAMIDAL-SHAPED
 GV0152'ROOF, 40.5 FEET SOUTHWEST OF THE CENTERLINE OF THE MACADAM ROAD,
 GV0152'AND 15 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE R2-270-28L.
 GV0152'A STANDARD DISK, STAMPED C 270 1942 AND SET IN THE TOP OF A
 GV0152'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV0152
 GV0152                          STATION RECOVERY (1961)
 GV0152
 GV0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV0152'RECOVERED IN GOOD CONDITION.
 GV0152
 GV0152                          STATION RECOVERY (1991)
 GV0152
 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0152'RECOVERED IN GOOD CONDITION.
 GV0152
 GV0152                          STATION RECOVERY (1994)
 GV0152
 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0152'RECOVERED IN GOOD CONDITION.
 GV0152
 GV0152                          STATION RECOVERY (1998)
 GV0152
 GV0152'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0152'RECOVERED IN GOOD CONDITION.
 GV0152
 GV0152                          STATION RECOVERY (2002)
 GV0152
 GV0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0152'RECOVERED IN GOOD CONDITION.
 GV0152
 GV0152                          STATION RECOVERY (2005)
 GV0152
 GV0152'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0061 ***********************************************************************
 GV0061  DESIGNATION -  C 271
 GV0061  PID         -  GV0061
 GV0061  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0061  USGS QUAD   -  HEATHSVILLE (1992)
 GV0061
 GV0061                         *CURRENT SURVEY CONTROL
 GV0061  ___________________________________________________________________
 GV0061* NAD 83(1986)-  37 53 31.     (N)    076 23 44.     (W)     SCALED    
 GV0061* NAVD 88     -        29.462  (meters)      96.66   (feet)  ADJUSTED  
 GV0061  ___________________________________________________________________
 GV0061  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 GV0061  DYNAMIC HT  -          29.442 (meters)      96.59  (feet)  COMP
 GV0061  MODELED GRAV-     979,959.5   (mgal)                       NAVD 88
 GV0061
 GV0061  VERT ORDER  -  SECOND    CLASS 0
 GV0061
 GV0061.The horizontal coordinates were scaled from a topographic map and have
 GV0061.an estimated accuracy of +/- 6 seconds.
 GV0061
 GV0061.The orthometric height was determined by differential leveling
 GV0061.and adjusted by the National Geodetic Survey in June 1991..
 GV0061
 GV0061.The geoid height was determined by GEOID03.
 GV0061
 GV0061.The dynamic height is computed by dividing the NAVD 88
 GV0061.geopotential number by the normal gravity value computed on the
 GV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0061.degrees latitude (g = 980.6199 gals.).
 GV0061
 GV0061.The modeled gravity was interpolated from observed gravity values.
 GV0061
 GV0061;                    North         East    Units  Estimated Accuracy
 GV0061;SPC VA S     - 1,175,040.    3,685,090.      MT  (+/- 180 meters Scaled)
 GV0061
 GV0061                          SUPERSEDED SURVEY CONTROL
 GV0061
 GV0061  NGVD 29 (05/17/90)   29.705  (m)           97.46   (f) ADJUSTED    2 0
 GV0061
 GV0061.Superseded values are not recommended for survey control.
 GV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0061.See file dsdata.txt to determine how the superseded data were derived.
 GV0061
 GV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG772947(NAD 83)
 GV0061_MARKER: DB = BENCH MARK DISK
 GV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0061_STAMPING: C 271 1942
 GV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0061+STABILITY: SURFACE MOTION
 GV0061
 GV0061  HISTORY     - Date     Condition        Report By
 GV0061  HISTORY     - 1942     MONUMENTED       CGS
 GV0061  HISTORY     - 1961     GOOD             CGS
 GV0061  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0061  HISTORY     - 19910825 MARK NOT FOUND   USPSQD
 GV0061  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV0061
 GV0061                          STATION DESCRIPTION
 GV0061
 GV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0061'2.7 MI W FROM BURGESS STORE.
 GV0061'2.7 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT
 GV0061'BURGESS STORE, NORTHUMBERLAND COUNTY, 0.7 MILE WEST OF THE ROAD
 GV0061'JUNCTION AT DOWNINGS CORNER, AT THE T-JUNCTION OF A PRIVATE DIRT
 GV0061'ROAD LEADING SOUTH TO A TWO-STORY WHITE FARMHOUSE, 47 FEET EAST
 GV0061'OF THE CENTERLINE OF THE DIRT ROAD, 37 FEET SOUTH OF THE
 GV0061'CENTERLINE OF THE HIGHWAY, 1.9 FEET WEST OF A FENCE, AND 1 FOOT
 GV0061'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GV0061'C 271 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV0061
 GV0061                          STATION RECOVERY (1971)
 GV0061
 GV0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0061'MARK NOT FOUND.
 GV0061
 GV0061                          STATION RECOVERY (1991)
 GV0061
 GV0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0061'MARK NOT FOUND.
 GV0061
 GV0061                          STATION RECOVERY (2002)
 GV0061
 GV0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1043 ***********************************************************************
 GV1043  CBN         -  This is a Cooperative Base Network Control Station.
 GV1043  DESIGNATION -  C 273
 GV1043  PID         -  GV1043
 GV1043  STATE/COUNTY-  VA/RICHMOND
 GV1043  USGS QUAD   -  HAYNESVILLE (1981)
 GV1043
 GV1043                         *CURRENT SURVEY CONTROL
 GV1043  ___________________________________________________________________
 GV1043* NAD 83(1993)-  37 56 41.30489(N)    076 38 09.99349(W)     ADJUSTED  
 GV1043* NAVD 88     -        41.103  (meters)     134.85   (feet)  ADJUSTED  
 GV1043  ___________________________________________________________________
 GV1043  X           -   1,164,041.930 (meters)                     COMP
 GV1043  Y           -  -4,899,832.281 (meters)                     COMP
 GV1043  Z           -   3,900,618.735 (meters)                     COMP
 GV1043  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 GV1043  ELLIP HEIGHT-           6.67  (meters)          (07/14/04) GPS OBS
 GV1043  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1043  DYNAMIC HT  -          41.076 (meters)     134.76  (feet)  COMP
 GV1043  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 GV1043
 GV1043  HORZ ORDER  -  A
 GV1043  VERT ORDER  -  SECOND    CLASS 0
 GV1043  ELLP ORDER  -  THIRD     CLASS II
 GV1043
 GV1043.The horizontal coordinates were established by GPS observations
 GV1043.and adjusted by the National Geodetic Survey in July 2004..
 GV1043
 GV1043.The orthometric height was determined by differential leveling
 GV1043.and adjusted by the National Geodetic Survey in June 1991..
 GV1043
 GV1043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV1043
 GV1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1043
 GV1043.The ellipsoidal height was determined by GPS observations
 GV1043.and is referenced to NAD 83.
 GV1043
 GV1043.The geoid height was determined by GEOID03.
 GV1043
 GV1043.The dynamic height is computed by dividing the NAVD 88
 GV1043.geopotential number by the normal gravity value computed on the
 GV1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1043.degrees latitude (g = 980.6199 gals.).
 GV1043
 GV1043.The modeled gravity was interpolated from observed gravity values.
 GV1043
 GV1043;                    North         East     Units Scale Factor Converg.
 GV1043;SPC VA S     - 1,180,456.564 3,663,821.442   MT  0.99999608   +1 07 52.5
 GV1043;SPC VA S     - 3,872,881.24 12,020,387.51   sFT  0.99999608   +1 07 52.5
 GV1043;UTM  18      - 4,200,953.570   356,241.570   MT  0.99985454   -1 00 22.4
 GV1043
 GV1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1043!SPC VA S     -   0.99999895  x   0.99999608  =   0.99999503
 GV1043!UTM  18      -   0.99999895  x   0.99985454  =   0.99985349
 GV1043
 GV1043                          SUPERSEDED SURVEY CONTROL
 GV1043
 GV1043  NAD 83(1993)-  37 56 41.30495(N)    076 38 09.99367(W) AD(       ) A
 GV1043  ELLIP H (08/14/01)    6.68   (m)                       GP(       ) 4 1
 GV1043  NAVD 88 (08/14/01)   41.10   (m)          134.8    (f) LEVELING    3  
 GV1043  NGVD 29 (05/17/90)   41.348  (m)          135.66   (f) ADJUSTED    2 0
 GV1043
 GV1043.Superseded values are not recommended for survey control.
 GV1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1043.See file dsdata.txt to determine how the superseded data were derived.
 GV1043
 GV1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5624200954(NAD 83)
 GV1043_MARKER: DB = BENCH MARK DISK
 GV1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1043_STAMPING: C 273 1942
 GV1043_MARK LOGO: CGS   
 GV1043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1043+STABILITY: SURFACE MOTION
 GV1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1043+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1043
 GV1043  HISTORY     - Date     Condition        Report By
 GV1043  HISTORY     - 1942     MONUMENTED       CGS
 GV1043  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1043  HISTORY     - 19940207 GOOD             USPSQD
 GV1043  HISTORY     - 19990306 GOOD             USPSQD
 GV1043  HISTORY     - 20000307 GOOD             GEOMET
 GV1043  HISTORY     - 20001018 GOOD             VADOT
 GV1043  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 GV1043  HISTORY     - 20020328 GOOD             GEOMET
 GV1043  HISTORY     - 20020402 GOOD             GEOMET
 GV1043  HISTORY     - 20031028 GOOD             USPSQD
 GV1043  HISTORY     - 20051130 GOOD             USPSQD
 GV1043
 GV1043                          STATION DESCRIPTION
 GV1043
 GV1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1043'2 MI W FROM VILLAGE.
 GV1043'1.5 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT
 GV1043'VILLAGE, RICHMOND COUNTY, THENCE 0.5 MILE SOUTHWEST ALONG SECONDARY
 GV1043'STATE HIGHWAY 627, AT THE JUNCTION OF A PRIVATE DIRT ROAD
 GV1043'LEADING SOUTH TO A TWO-STORY WHITE FARMHOUSE, 128 FEET WEST OF
 GV1043'THE CENTERLINE OF THE PRIVATE ROAD, 33 FEET SOUTH OF THE CENTERLINE
 GV1043'OF THE MAIN ROAD, 1.4 FEET WEST OF A PROPERTY-LINE FENCE, AND 1.5
 GV1043'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GV1043'C 273 1942 AND SET IN THE TOP OF A CONCRETE POST.NOTE--THE LAND IS
 GV1043'NOW IN CULTIVATION.
 GV1043
 GV1043                          STATION RECOVERY (1994)
 GV1043
 GV1043'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1043'RECOVERED IN GOOD CONDITION.
 GV1043
 GV1043                          STATION RECOVERY (1999)
 GV1043
 GV1043'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1043'RECOVERED IN GOOD CONDITION.
 GV1043
 GV1043                          STATION RECOVERY (2000)
 GV1043
 GV1043'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DR)
 GV1043'TO REACH FROM THE POST OFFICE IN HAYNESVILLE, PROCEED EAST ALONG RT
 GV1043'360 FOR 1.8 MILES (2.9 KM) TO RT.  627, DRINKING SWAMP RD.  TURN RIGHT
 GV1043'AND PROCEED SOUTH AND SW ON RT.  627 FOR 0.5 MILE (0.8 KM) TO THE
 GV1043'STATION ON THE LEFT PAST HOUSE NUMBER 1592.  MARK IS 38 FT (11.6 M)
 GV1043'SOUTH OF CENTERLINE OF RT 627, 109 FT (33.2 M) SW FROM POWERPOLE 3305
 GV1043'(OR 8305) , 8 FT (2.4 M) EAST OF EDGE OF PLOWED FIELD, 8 FT (2.4 M)
 GV1043'WEST OF LINE OF SMALL TREES, AND 0.5 FT (15.2 CM) NORTH OF WITNESS
 GV1043'POST.
 GV1043
 GV1043                          STATION RECOVERY (2000)
 GV1043
 GV1043'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (MLB)
 GV1043'RECOVERED AS DESCRIBED.
 GV1043
 GV1043                          STATION RECOVERY (2002)
 GV1043
 GV1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1043'MARK NOT FOUND.
 GV1043
 GV1043                          STATION RECOVERY (2002)
 GV1043
 GV1043'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (BCL)
 GV1043'RECOVERED IN GOOD CONDITION.
 GV1043
 GV1043                          STATION RECOVERY (2002)
 GV1043
 GV1043'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (BCL)
 GV1043'RECOVERED IN GOOD CONDITION.
 GV1043
 GV1043                          STATION RECOVERY (2003)
 GV1043
 GV1043'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1043'RECOVERED IN GOOD CONDITION.
 GV1043
 GV1043                          STATION RECOVERY (2005)
 GV1043
 GV1043'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1068 ***********************************************************************
 GV1068  DESIGNATION -  C 274 RESET
 GV1068  PID         -  GV1068
 GV1068  STATE/COUNTY-  VA/KING AND QUEEN
 GV1068  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1068
 GV1068                         *CURRENT SURVEY CONTROL
 GV1068  ___________________________________________________________________
 GV1068* NAD 83(1986)-  37 45 21.     (N)    076 59 25.     (W)     SCALED    
 GV1068* NAVD 88     -        49.30   (meters)     161.7    (feet)  RESET     
 GV1068  ___________________________________________________________________
 GV1068  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GV1068
 GV1068  VERT ORDER  -  THIRD
 GV1068
 GV1068.The horizontal coordinates were scaled from a topographic map and have
 GV1068.an estimated accuracy of +/- 6 seconds.
 GV1068
 GV1068.The orthometric height was computed from unverified reset data.
 GV1068.No vertical observational check was made to the station.
 GV1068
 GV1068.The geoid height was determined by GEOID03.
 GV1068
 GV1068;                    North         East    Units  Estimated Accuracy
 GV1068;SPC VA S     - 1,158,930.    3,633,030.      MT  (+/- 180 meters Scaled)
 GV1068
 GV1068                          SUPERSEDED SURVEY CONTROL
 GV1068
 GV1068  NGVD 29 (??/??/??)   49.64   (m)          162.9    (f) RESET       3  
 GV1068
 GV1068.Superseded values are not recommended for survey control.
 GV1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1068.See file dsdata.txt to determine how the superseded data were derived.
 GV1068
 GV1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG246805(NAD 83)
 GV1068_MARKER: DB = BENCH MARK DISK
 GV1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1068_SP_SET: CONCRETE POST
 GV1068_STAMPING: C 274 RESET 1966
 GV1068_MARK LOGO: CGS   
 GV1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1068+STABILITY: SURFACE MOTION
 GV1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1068+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1068
 GV1068  HISTORY     - Date     Condition        Report By
 GV1068  HISTORY     - 1966     MONUMENTED       CGS
 GV1068  HISTORY     - 19910708 GOOD             VADHT
 GV1068  HISTORY     - 20000108 GOOD             USPSQD
 GV1068  HISTORY     - 20041116 GOOD             USPSQD
 GV1068  HISTORY     - 20060218 GOOD             USPSQD
 GV1068
 GV1068                          STATION DESCRIPTION
 GV1068
 GV1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GV1068'3 MI NE FROM WALKERTON.
 GV1068'3.0 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 629 FROM THE
 GV1068'POST OFFICE AT WALKERTON, 1.2 MILES SOUTH OF BRUINGTON, AT HENLEYS
 GV1068'FORK, 100 FEET SOUTHEAST OF THE EDGE OF PAVEMENT OF SECONDARY
 GV1068'STATE HIGHWAY 629, 50 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GV1068'HIGHWAY 14, 29 FEET SOUTH OF HISTORICAL MARKER SIGN, 12 FEET
 GV1068'SOUTHEAST OF THE NORTHEAST CORNER OF CONCRETE BLOCK GARAGE AND 1.8
 GV1068'FEET WEST OF UTILITY POLE X 15064.  A CONCRETE MONUMENT ABOUT 10
 GV1068'INCHES SQUARE AND FLUSH WITH THE GROUND.
 GV1068
 GV1068                          STATION RECOVERY (1991)
 GV1068
 GV1068'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991
 GV1068'RECOVERED IN GOOD CONDITION.  NOTE--BM IS NOT SUITABLE OF SATELLITE
 GV1068'OBSERVATIONS.
 GV1068
 GV1068                          STATION RECOVERY (2000)
 GV1068
 GV1068'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1068'RECOVERED IN GOOD CONDITION.
 GV1068
 GV1068                          STATION RECOVERY (2004)
 GV1068
 GV1068'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1068'RECOVERED IN GOOD CONDITION.
 GV1068
 GV1068                          STATION RECOVERY (2006)
 GV1068
 GV1068'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1119 ***********************************************************************
 GV1119  DESIGNATION -  C 275
 GV1119  PID         -  GV1119
 GV1119  STATE/COUNTY-  VA/KING AND QUEEN
 GV1119  USGS QUAD   -  TRUHART (1989)
 GV1119
 GV1119                         *CURRENT SURVEY CONTROL
 GV1119  ___________________________________________________________________
 GV1119* NAD 83(1986)-  37 44 03.     (N)    076 47 59.     (W)     SCALED    
 GV1119* NAVD 88     -        32.623  (meters)     107.03   (feet)  ADJUSTED  
 GV1119  ___________________________________________________________________
 GV1119  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV1119  DYNAMIC HT  -          32.601 (meters)     106.96  (feet)  COMP
 GV1119  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 GV1119
 GV1119  VERT ORDER  -  SECOND    CLASS 0
 GV1119
 GV1119.The horizontal coordinates were scaled from a topographic map and have
 GV1119.an estimated accuracy of +/- 6 seconds.
 GV1119
 GV1119.The orthometric height was determined by differential leveling
 GV1119.and adjusted by the National Geodetic Survey in June 1991..
 GV1119
 GV1119.The geoid height was determined by GEOID03.
 GV1119
 GV1119.The dynamic height is computed by dividing the NAVD 88
 GV1119.geopotential number by the normal gravity value computed on the
 GV1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1119.degrees latitude (g = 980.6199 gals.).
 GV1119
 GV1119.The modeled gravity was interpolated from observed gravity values.
 GV1119
 GV1119;                    North         East    Units  Estimated Accuracy
 GV1119;SPC VA S     - 1,156,810.    3,649,860.      MT  (+/- 180 meters Scaled)
 GV1119
 GV1119                          SUPERSEDED SURVEY CONTROL
 GV1119
 GV1119  NGVD 29 (??/??/??)   32.972  (m)          108.18   (f) ADJUSTED    2 0
 GV1119
 GV1119.Superseded values are not recommended for survey control.
 GV1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1119.See file dsdata.txt to determine how the superseded data were derived.
 GV1119
 GV1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414778(NAD 83)
 GV1119_MARKER: DB = BENCH MARK DISK
 GV1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1119_STAMPING: C 275 1942
 GV1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1119+STABILITY: SURFACE MOTION
 GV1119
 GV1119  HISTORY     - Date     Condition        Report By
 GV1119  HISTORY     - 1942     MONUMENTED       CGS
 GV1119  HISTORY     - 1962     GOOD             CGS
 GV1119  HISTORY     - 19941115 MARK NOT FOUND   USPSQD
 GV1119  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1119  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1119
 GV1119                          STATION DESCRIPTION
 GV1119
 GV1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1119'2.2 MI SSE FROM INO.
 GV1119'0.7 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 614 FROM THE
 GV1119'POST OFFICE AT INO, KING AND QUEEN COUNTY, THENCE 1.5 MILES SOUTH
 GV1119'ALONG SECONDARY STATE HIGHWAY 615, 0.45 MILE SOUTHWEST OF THE
 GV1119'CROSSING OF EXOL SWAMP, AT THE T-JUNCTION OF SECONDARY STATE
 GV1119'HIGHWAY 610, 32 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY
 GV1119'STATE HIGHWAY 610 LEADING SOUTHEAST, 31 FEET SOUTHEAST OF THE
 GV1119'CENTERLINE OF SECONDARY STATE HIGHWAY 615 LEADING NORTHEAST, AND
 GV1119'1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 GV1119
 GV1119                          STATION RECOVERY (1994)
 GV1119
 GV1119'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1119'MARK NOT FOUND.
 GV1119
 GV1119                          STATION RECOVERY (2000)
 GV1119
 GV1119'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1119'MARK NOT FOUND.
 GV1119
 GV1119                          STATION RECOVERY (2004)
 GV1119
 GV1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1120 ***********************************************************************
 GV1120  DESIGNATION -  C 275 RESET 1962
 GV1120  PID         -  GV1120
 GV1120  STATE/COUNTY-  VA/KING AND QUEEN
 GV1120  USGS QUAD   -  TRUHART (1989)
 GV1120
 GV1120                         *CURRENT SURVEY CONTROL
 GV1120  ___________________________________________________________________
 GV1120* NAD 83(1986)-  37 44 03.     (N)    076 47 59.     (W)     SCALED    
 GV1120* NAVD 88     -        32.44   (meters)     106.4    (feet)  RESET     
 GV1120  ___________________________________________________________________
 GV1120  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV1120
 GV1120  VERT ORDER  -  THIRD
 GV1120
 GV1120.The horizontal coordinates were scaled from a topographic map and have
 GV1120.an estimated accuracy of +/- 6 seconds.
 GV1120
 GV1120.The orthometric height was computed from unverified reset data.
 GV1120.No vertical observational check was made to the station.
 GV1120
 GV1120.The geoid height was determined by GEOID03.
 GV1120
 GV1120;                    North         East    Units  Estimated Accuracy
 GV1120;SPC VA S     - 1,156,810.    3,649,860.      MT  (+/- 180 meters Scaled)
 GV1120
 GV1120                          SUPERSEDED SURVEY CONTROL
 GV1120
 GV1120  NGVD 29 (??/??/??)   32.78   (m)          107.5    (f) RESET       3  
 GV1120
 GV1120.Superseded values are not recommended for survey control.
 GV1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1120.See file dsdata.txt to determine how the superseded data were derived.
 GV1120
 GV1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414778(NAD 83)
 GV1120_MARKER: DB = BENCH MARK DISK
 GV1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1120_STAMPING: C 275 RESET 1962
 GV1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1120+STABILITY: SURFACE MOTION
 GV1120
 GV1120  HISTORY     - Date     Condition        Report By
 GV1120  HISTORY     - 1962     MONUMENTED       CGS
 GV1120  HISTORY     - 19941115 GOOD             USPSQD
 GV1120  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1120  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1120
 GV1120                          STATION DESCRIPTION
 GV1120
 GV1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1120'2.2 MI SE FROM INO.
 GV1120'0.7 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 614 FROM THE
 GV1120'POST OFFICE AT INO, KING AND QUEEN COUNTY, THENCE 1.5 MILES
 GV1120'SOUTH ALONG SECONDARY STATE HIGHWAY 615, AT THE T-JUNCTION
 GV1120'OF STATE HIGHWAY 610, 43 FEET SOUTHEAST OF THE CENTERLINE OF
 GV1120'STATE HIGHWAY 615, 28 FEET NORTHEAST OF THE CENTERLINE OF STATE
 GV1120'HIGHWAY 610, 8 FEET WEST OF A 12-INCH BLAZED OAK TREE, 2 FEET
 GV1120'NORTHWEST OF A STEEL WITNESS POST, AND SET IN A CONCRETE MONUMENT
 GV1120'ABOUT 1 FOOT IN DIAMETER, PROJECTING 1 INCH.
 GV1120
 GV1120                          STATION RECOVERY (1994)
 GV1120
 GV1120'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1120'RECOVERED IN GOOD CONDITION.
 GV1120
 GV1120                          STATION RECOVERY (2000)
 GV1120
 GV1120'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1120'MARK NOT FOUND.
 GV1120
 GV1120                          STATION RECOVERY (2004)
 GV1120
 GV1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1793 ***********************************************************************
 GV1793  DESIGNATION -  C 276
 GV1793  PID         -  GV1793
 GV1793  STATE/COUNTY-  VA/HENRICO
 GV1793  USGS QUAD   -  ROXBURY (1994)
 GV1793
 GV1793                         *CURRENT SURVEY CONTROL
 GV1793  ___________________________________________________________________
 GV1793* NAD 83(1986)-  37 25 48.     (N)    077 14 12.     (W)     SCALED    
 GV1793* NAVD 88     -        44.127  (meters)     144.77   (feet)  ADJUSTED  
 GV1793  ___________________________________________________________________
 GV1793  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GV1793  DYNAMIC HT  -          44.098 (meters)     144.68  (feet)  COMP
 GV1793  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 GV1793
 GV1793  VERT ORDER  -  SECOND    CLASS 0
 GV1793
 GV1793.The horizontal coordinates were scaled from a topographic map and have
 GV1793.an estimated accuracy of +/- 6 seconds.
 GV1793
 GV1793.The orthometric height was determined by differential leveling
 GV1793.and adjusted by the National Geodetic Survey in June 1991..
 GV1793
 GV1793.The geoid height was determined by GEOID03.
 GV1793
 GV1793.The dynamic height is computed by dividing the NAVD 88
 GV1793.geopotential number by the normal gravity value computed on the
 GV1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1793.degrees latitude (g = 980.6199 gals.).
 GV1793
 GV1793.The modeled gravity was interpolated from observed gravity values.
 GV1793
 GV1793;                    North         East    Units  Estimated Accuracy
 GV1793;SPC VA S     - 1,122,450.    3,611,810.      MT  (+/- 180 meters Scaled)
 GV1793
 GV1793                          SUPERSEDED SURVEY CONTROL
 GV1793
 GV1793  NGVD 29 (??/??/??)   44.463  (m)          145.88   (f) ADJUSTED    2 0
 GV1793
 GV1793.Superseded values are not recommended for survey control.
 GV1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1793.See file dsdata.txt to determine how the superseded data were derived.
 GV1793
 GV1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG021449(NAD 83)
 GV1793_MARKER: DB = BENCH MARK DISK
 GV1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1793_STAMPING: C-276 1942
 GV1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1793+STABILITY: SURFACE MOTION
 GV1793
 GV1793  HISTORY     - Date     Condition        Report By
 GV1793  HISTORY     - 1942     MONUMENTED       CGS
 GV1793  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1793  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 GV1793  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1793  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1793
 GV1793                          STATION DESCRIPTION
 GV1793
 GV1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1793'3.9 MI S FROM ELKO.
 GV1793'3.9 MILES SOUTH ALONG STATE HIGHWAY NO. 156 FROM THE STATION AT
 GV1793'ELKO, SET AT THE INTERSECTION OF THE HIGHWAY AND A SIDE ROAD
 GV1793'LEADING EAST, 28 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 15.5
 GV1793'FEET SOUTH OF THE CENTER-LINE OF THE SIDE ROAD, 6.6 FEET SOUTHEAST
 GV1793'OF POWER-LINE POLE NO. 28928, 0.6 FOOT WEST OF THE REFERENCE POST.
 GV1793'BENCH MARK DISK SET IN TOP OF A CONCRETE POST.
 GV1793
 GV1793                          STATION RECOVERY (1989)
 GV1793
 GV1793'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRM)
 GV1793'MARK NOT FOUND.
 GV1793
 GV1793                          STATION RECOVERY (1996)
 GV1793
 GV1793'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1793'MARK NOT FOUND.
 GV1793
 GV1793                          STATION RECOVERY (2000)
 GV1793
 GV1793'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1793'MARK NOT FOUND.
 GV1793
 GV1793                          STATION RECOVERY (2005)
 GV1793
 GV1793'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1794 ***********************************************************************
 GV1794  DESIGNATION -  C 276 RESET 1948
 GV1794  PID         -  GV1794
 GV1794  STATE/COUNTY-  VA/HENRICO
 GV1794  USGS QUAD   -  ROXBURY (1994)
 GV1794
 GV1794                         *CURRENT SURVEY CONTROL
 GV1794  ___________________________________________________________________
 GV1794* NAD 83(1986)-  37 25 48.     (N)    077 14 12.     (W)     SCALED    
 GV1794* NAVD 88     -        44.20   (meters)     145.0    (feet)  RESET     
 GV1794  ___________________________________________________________________
 GV1794  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GV1794
 GV1794  VERT ORDER  -  THIRD
 GV1794
 GV1794.The horizontal coordinates were scaled from a topographic map and have
 GV1794.an estimated accuracy of +/- 6 seconds.
 GV1794
 GV1794.The orthometric height was computed from unverified reset data.
 GV1794.No vertical observational check was made to the station.
 GV1794
 GV1794.The geoid height was determined by GEOID03.
 GV1794
 GV1794;                    North         East    Units  Estimated Accuracy
 GV1794;SPC VA S     - 1,122,450.    3,611,810.      MT  (+/- 180 meters Scaled)
 GV1794
 GV1794                          SUPERSEDED SURVEY CONTROL
 GV1794
 GV1794  NGVD 29 (??/??/??)   44.53   (m)          146.1    (f) RESET       3  
 GV1794
 GV1794.Superseded values are not recommended for survey control.
 GV1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1794.See file dsdata.txt to determine how the superseded data were derived.
 GV1794
 GV1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG021449(NAD 83)
 GV1794_MARKER: DB = BENCH MARK DISK
 GV1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1794_STAMPING: C 276 RESET 1948
 GV1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1794+STABILITY: SURFACE MOTION
 GV1794
 GV1794  HISTORY     - Date     Condition        Report By
 GV1794  HISTORY     - 1948     MONUMENTED       VA-087
 GV1794  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1794  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1794  HISTORY     - 20001208 POOR             USPSQD
 GV1794  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1794
 GV1794                          STATION DESCRIPTION
 GV1794
 GV1794'DESCRIBED BY HENRICO COUNTY VIRGINIA 1948
 GV1794'3.9 MI S FROM ELKO.
 GV1794'3.9 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE CHESAPEAKE AND
 GV1794'OHIO RAILWAY STATION AT ELKO, HENRICO COUNTY, AT THE JUNCTION OF
 GV1794'HARE ROAD (COUNTY ROAD) LEADING EAST, 50 FEET EAST OF THE CENTER
 GV1794'LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GV1794'AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV1794'DISK, STAMPED C 276 RESET 1948 AND SET IN THE TOP OF A CONCRETE
 GV1794'POST.
 GV1794
 GV1794                          STATION RECOVERY (1989)
 GV1794
 GV1794'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMD)
 GV1794'MARK NOT FOUND.
 GV1794
 GV1794                          STATION RECOVERY (1996)
 GV1794
 GV1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1794'MARK NOT FOUND.
 GV1794
 GV1794                          STATION RECOVERY (2000)
 GV1794
 GV1794'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1794'MARK RECOVERED IN POOR CONDITION.
 GV1794
 GV1794                          STATION RECOVERY (2005)
 GV1794
 GV1794'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1794'MOUMENT WAS FOUND IN PLACE WITH THE TOP BROKEN OFF AND DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0463 ***********************************************************************
 GV0463  DESIGNATION -  C 277
 GV0463  PID         -  GV0463
 GV0463  STATE/COUNTY-  VA/CHARLES CITY
 GV0463  USGS QUAD   -  BRANDON (1980)
 GV0463
 GV0463                         *CURRENT SURVEY CONTROL
 GV0463  ___________________________________________________________________
 GV0463* NAD 83(1986)-  37 17 33.     (N)    076 56 02.     (W)     SCALED    
 GV0463* NAVD 88     -        10.467  (meters)      34.34   (feet)  ADJUSTED  
 GV0463  ___________________________________________________________________
 GV0463  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 GV0463  DYNAMIC HT  -          10.459 (meters)      34.31  (feet)  COMP
 GV0463  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 GV0463
 GV0463  VERT ORDER  -  SECOND    CLASS 0
 GV0463
 GV0463.The horizontal coordinates were scaled from a topographic map and have
 GV0463.an estimated accuracy of +/- 6 seconds.
 GV0463
 GV0463.The orthometric height was determined by differential leveling
 GV0463.and adjusted by the National Geodetic Survey in June 1991..
 GV0463
 GV0463.The geoid height was determined by GEOID03.
 GV0463
 GV0463.The dynamic height is computed by dividing the NAVD 88
 GV0463.geopotential number by the normal gravity value computed on the
 GV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0463.degrees latitude (g = 980.6199 gals.).
 GV0463
 GV0463.The modeled gravity was interpolated from observed gravity values.
 GV0463
 GV0463;                    North         East    Units  Estimated Accuracy
 GV0463;SPC VA S     - 1,107,600.    3,638,850.      MT  (+/- 180 meters Scaled)
 GV0463
 GV0463                          SUPERSEDED SURVEY CONTROL
 GV0463
 GV0463  NGVD 29 (??/??/??)   10.789  (m)           35.40   (f) ADJUSTED    2 0
 GV0463
 GV0463.Superseded values are not recommended for survey control.
 GV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0463.See file dsdata.txt to determine how the superseded data were derived.
 GV0463
 GV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG285290(NAD 83)
 GV0463_MARKER: DB = BENCH MARK DISK
 GV0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0463_STAMPING: C 277 1942
 GV0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0463+STABILITY: SURFACE MOTION
 GV0463
 GV0463  HISTORY     - Date     Condition        Report By
 GV0463  HISTORY     - 1942     MONUMENTED       CGS
 GV0463  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0463  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0463  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0463  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0463  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0463
 GV0463                          STATION DESCRIPTION
 GV0463
 GV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0463'9.2 MI SE FROM CHARLES CITY.
 GV0463'ORIGINAL DESCRIPTION-- 9.2 MILES SOUTHEAST ALONG STATE HIGHWAY
 GV0463'5 FROM THE POST OFFICE AT CHARLES CITY, CHARLES CITY COUNTY, AT A
 GV0463'ROAD INTERSECTION, IN THE NORTH QUARTER OF THE INTERSECTION, 56
 GV0463'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 5, 49 FEET
 GV0463'WEST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 615 LEADING
 GV0463'NORTH, AND 0.6 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 GV0463'A STANDARD DISK, STAMPED C 277 1942 AND SET IN THE TOP OF A
 GV0463'CONCRETE POST.
 GV0463
 GV0463                          STATION RECOVERY (1971)
 GV0463
 GV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0463'MARK NOT FOUND.
 GV0463
 GV0463                          STATION RECOVERY (1996)
 GV0463
 GV0463'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0463'MARK NOT FOUND.
 GV0463
 GV0463                          STATION RECOVERY (2000)
 GV0463
 GV0463'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0463'MARK NOT FOUND.
 GV0463
 GV0463                          STATION RECOVERY (2001)
 GV0463
 GV0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0463'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0441 ***********************************************************************
 GV0441  DESIGNATION -  C 278
 GV0441  PID         -  GV0441
 GV0441  STATE/COUNTY-  VA/SURRY
 GV0441  USGS QUAD   -  CLAREMONT (1986)
 GV0441
 GV0441                         *CURRENT SURVEY CONTROL
 GV0441  ___________________________________________________________________
 GV0441* NAD 83(1986)-  37 11 32.     (N)    076 58 09.     (W)     SCALED    
 GV0441* NAVD 88     -        32.361  (meters)     106.17   (feet)  ADJUSTED  
 GV0441  ___________________________________________________________________
 GV0441  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 GV0441  DYNAMIC HT  -          32.337 (meters)     106.09  (feet)  COMP
 GV0441  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 GV0441
 GV0441  VERT ORDER  -  FIRST     CLASS I
 GV0441
 GV0441.The horizontal coordinates were scaled from a topographic map and have
 GV0441.an estimated accuracy of +/- 6 seconds.
 GV0441
 GV0441.The orthometric height was determined by differential leveling
 GV0441.and adjusted by the National Geodetic Survey in June 1991..
 GV0441
 GV0441.The geoid height was determined by GEOID03.
 GV0441
 GV0441.The dynamic height is computed by dividing the NAVD 88
 GV0441.geopotential number by the normal gravity value computed on the
 GV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0441.degrees latitude (g = 980.6199 gals.).
 GV0441
 GV0441.The modeled gravity was interpolated from observed gravity values.
 GV0441
 GV0441;                    North         East    Units  Estimated Accuracy
 GV0441;SPC VA S     - 1,096,420.    3,635,910.      MT  (+/- 180 meters Scaled)
 GV0441
 GV0441                          SUPERSEDED SURVEY CONTROL
 GV0441
 GV0441  NGVD 29 (??/??/??)   32.595  (m)          106.94   (f) ADJUSTED    1 1
 GV0441
 GV0441.Superseded values are not recommended for survey control.
 GV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0441.See file dsdata.txt to determine how the superseded data were derived.
 GV0441
 GV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG252180(NAD 83)
 GV0441_MARKER: DB = BENCH MARK DISK
 GV0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0441_STAMPING: C 278 1942
 GV0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0441+STABILITY: SURFACE MOTION
 GV0441
 GV0441  HISTORY     - Date     Condition        Report By
 GV0441  HISTORY     - 1942     MONUMENTED       CGS
 GV0441  HISTORY     - 1971     GOOD             NGS
 GV0441  HISTORY     - 19970308 POOR             USPSQD
 GV0441  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0441
 GV0441                          STATION DESCRIPTION
 GV0441
 GV0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0441'2.6 MI S FROM CLAREMONT.
 GV0441'ABOUT 0.7 MILE SOUTHWEST ALONG COUNTY ROAD T 613 FROM THE POST
 GV0441'OFFICE AT CLEARMONT, THENCE 1.85 MILES SOUTH ALONG COUNTY ROAD
 GV0441'T 646, ABOUT 1.95 MILES NORTH ALONG COUNTY ROAD T 646 FROM THE
 GV0441'INTERSECTION OF STATE HIGHWAYS 10 AND 40 AND COUNTY ROAD T 646 AT
 GV0441'SPRING GROVE, 72 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 GV0441'COUNTY ROAD AND A DRIVEWAY LEADING WEST TO A FARMHOUSE, 30 FEET
 GV0441'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 122 FEET NORTH OF
 GV0441'POWER LINE POLE NO. SC 25 WHICH BEARS A TRANSFORMER.  51 1/2 FEET
 GV0441'EAST OF AND ACROSS THE COUNTY ROAD FROM TELEPHONE POLE NO. 475, 1
 GV0441'FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 GV0441'COUNTY ROAD AND SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING
 GV0441'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0441
 GV0441                          STATION RECOVERY (1997)
 GV0441
 GV0441'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0441'MARK RECOVERED IN POOR CONDITION.
 GV0441
 GV0441                          STATION RECOVERY (2002)
 GV0441
 GV0441'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0441'MOUMENT FOUND AND DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1806 ***********************************************************************
 GV1806  DESIGNATION -  C 279
 GV1806  PID         -  GV1806
 GV1806  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1806  USGS QUAD   -  WESTOVER (1994)
 GV1806
 GV1806                         *CURRENT SURVEY CONTROL
 GV1806  ___________________________________________________________________
 GV1806* NAD 83(1986)-  37 16 01.     (N)    077 11 25.     (W)     SCALED    
 GV1806* NAVD 88     -        37.350  (meters)     122.54   (feet)  ADJUSTED  
 GV1806  ___________________________________________________________________
 GV1806  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV1806  DYNAMIC HT  -          37.324 (meters)     122.45  (feet)  COMP
 GV1806  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 GV1806
 GV1806  VERT ORDER  -  SECOND    CLASS 0
 GV1806
 GV1806.The horizontal coordinates were scaled from a topographic map and have
 GV1806.an estimated accuracy of +/- 6 seconds.
 GV1806
 GV1806.The orthometric height was determined by differential leveling
 GV1806.and adjusted by the National Geodetic Survey in June 1991..
 GV1806
 GV1806.The geoid height was determined by GEOID03.
 GV1806
 GV1806.The dynamic height is computed by dividing the NAVD 88
 GV1806.geopotential number by the normal gravity value computed on the
 GV1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1806.degrees latitude (g = 980.6199 gals.).
 GV1806
 GV1806.The modeled gravity was interpolated from observed gravity values.
 GV1806
 GV1806;                    North         East    Units  Estimated Accuracy
 GV1806;SPC VA S     - 1,104,410.    3,616,160.      MT  (+/- 180 meters Scaled)
 GV1806
 GV1806                          SUPERSEDED SURVEY CONTROL
 GV1806
 GV1806  NGVD 29 (??/??/??)   37.702  (m)          123.69   (f) ADJUSTED    2 0
 GV1806
 GV1806.Superseded values are not recommended for survey control.
 GV1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1806.See file dsdata.txt to determine how the superseded data were derived.
 GV1806
 GV1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG057267(NAD 83)
 GV1806_MARKER: DB = BENCH MARK DISK
 GV1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1806_STAMPING: C 279 1942
 GV1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1806+STABILITY: SURFACE MOTION
 GV1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1806+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV1806
 GV1806  HISTORY     - Date     Condition        Report By
 GV1806  HISTORY     - 1942     MONUMENTED       CGS
 GV1806  HISTORY     - 1961     GOOD             CGS
 GV1806  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1806  HISTORY     - 20030322 GOOD             USPSQD
 GV1806
 GV1806                          STATION DESCRIPTION
 GV1806
 GV1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1806'2.2 MI NW FROM GARYSVILLE.
 GV1806'5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE NORFOLK AND
 GV1806'WESTERN RAILWAY STATION AT HOPEWELL, PRINCE GEORGE COUNTY, 2.2
 GV1806'MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 106 AT GARYSVILLE,
 GV1806'AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST TO A FARMHOUSE,
 GV1806'51 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST
 GV1806'OF THE CENTER LINE OF THE HIGHWAY, 13.5 FEET WEST OF THE CENTER
 GV1806'OF THE SOUTHWEST HEADWALL OF A CULVERT, 6.7 FEET NORTHEAST OF THE
 GV1806'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 GV1806'POST.  A STANDARD DISK, STAMPED C 279 1942 AND SET IN THE TOP
 GV1806'OF A CONCRETE POST.  NOTE-- HIGHWAY 106 IS NOW 609 AND THE MARK
 GV1806'IS 1.0 FOOT NORTHEAST OF A CGS WITNESS SIGN.
 GV1806
 GV1806                          STATION RECOVERY (1998)
 GV1806
 GV1806'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1806'MARK NOT FOUND.
 GV1806
 GV1806                          STATION RECOVERY (2003)
 GV1806
 GV1806'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0740 ***********************************************************************
 GW0740  DESIGNATION -  C 27=TTS 4 J
 GW0740  PID         -  GW0740
 GW0740  STATE/COUNTY-  VA/ALBEMARLE
 GW0740  USGS QUAD   -  ALBERENE (1980)
 GW0740
 GW0740                         *CURRENT SURVEY CONTROL
 GW0740  ___________________________________________________________________
 GW0740* NAD 83(1986)-  37 54 31.     (N)    078 32 34.     (W)     SCALED    
 GW0740* NAVD 88     -       118.738  (meters)     389.56   (feet)  ADJUSTED  
 GW0740  ___________________________________________________________________
 GW0740  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW0740  DYNAMIC HT  -         118.657 (meters)     389.29  (feet)  COMP
 GW0740  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 GW0740
 GW0740  VERT ORDER  -  SECOND    CLASS 0
 GW0740
 GW0740.The horizontal coordinates were scaled from a topographic map and have
 GW0740.an estimated accuracy of +/- 6 seconds.
 GW0740
 GW0740.The orthometric height was determined by differential leveling
 GW0740.and adjusted by the National Geodetic Survey in June 1991..
 GW0740
 GW0740.The geoid height was determined by GEOID03.
 GW0740
 GW0740.The dynamic height is computed by dividing the NAVD 88
 GW0740.geopotential number by the normal gravity value computed on the
 GW0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0740.degrees latitude (g = 980.6199 gals.).
 GW0740
 GW0740.The modeled gravity was interpolated from observed gravity values.
 GW0740
 GW0740;                    North         East    Units  Estimated Accuracy
 GW0740;SPC VA S     - 1,174,820.    3,496,240.      MT  (+/- 180 meters Scaled)
 GW0740
 GW0740                          SUPERSEDED SURVEY CONTROL
 GW0740
 GW0740  NGVD 29 (??/??/92)  119.000  (m)          390.42   (f) ADJ UNCH    2 0
 GW0740
 GW0740.Superseded values are not recommended for survey control.
 GW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0740.See file dsdata.txt to determine how the superseded data were derived.
 GW0740
 GW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB160985(NAD 83)
 GW0740_MARKER: DD = SURVEY DISK
 GW0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0740_SP_SET: ABUTMENT
 GW0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0740
 GW0740  HISTORY     - Date     Condition        Report By
 GW0740  HISTORY     - UNK      MONUMENTED       USGS
 GW0740  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0740
 GW0740                          STATION DESCRIPTION
 GW0740
 GW0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0740'AT CARTERS BRIDGE.
 GW0740'110 FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 613 AND STATE
 GW0740'HIGHWAY 627, AT THE NORTH ABUTMENT OF A TWO-SPAN IRON BRIDGE, AND
 GW0740'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1592 ***********************************************************************
 GV1592  DESIGNATION -  C 28
 GV1592  PID         -  GV1592
 GV1592  STATE/COUNTY-  VA/SUSSEX
 GV1592  USGS QUAD   -  WAVERLY (1980)
 GV1592
 GV1592                         *CURRENT SURVEY CONTROL
 GV1592  ___________________________________________________________________
 GV1592* NAD 83(1986)-  37 01 00.     (N)    077 03 51.     (W)     SCALED    
 GV1592* NAVD 88     -        25.832  (meters)      84.75   (feet)  POSTED    
 GV1592  ___________________________________________________________________
 GV1592  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 GV1592  DYNAMIC HT  -          25.810 (meters)      84.68  (feet)  COMP
 GV1592  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 GV1592
 GV1592  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GV1592
 GV1592.The horizontal coordinates were scaled from a topographic map and have
 GV1592.an estimated accuracy of +/- 6 seconds.
 GV1592
 GV1592.The orthometric height was determined by differential leveling
 GV1592.and adjusted by the National Geodetic Survey in 1992..
 GV1592.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GV1592.rate of 2.1 thru 3.0 mm/km.
 GV1592
 GV1592.The geoid height was determined by GEOID03.
 GV1592
 GV1592.The dynamic height is computed by dividing the NAVD 88
 GV1592.geopotential number by the normal gravity value computed on the
 GV1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1592.degrees latitude (g = 980.6199 gals.).
 GV1592
 GV1592.The modeled gravity was interpolated from observed gravity values.
 GV1592
 GV1592;                    North         East    Units  Estimated Accuracy
 GV1592;SPC VA S     - 1,076,800.    3,627,770.      MT  (+/- 180 meters Scaled)
 GV1592
 GV1592                          SUPERSEDED SURVEY CONTROL
 GV1592
 GV1592  NGVD 29 (??/??/??)   26.176  (m)           85.88   (f) ADJUSTED    1 2
 GV1592
 GV1592.Superseded values are not recommended for survey control.
 GV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1592.See file dsdata.txt to determine how the superseded data were derived.
 GV1592
 GV1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF163987(NAD 83)
 GV1592_MARKER: DB = BENCH MARK DISK
 GV1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1592_SP_SET: CULVERT
 GV1592_STAMPING: 85.886 C 28 1932
 GV1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1592
 GV1592  HISTORY     - Date     Condition        Report By
 GV1592  HISTORY     - 1932     MONUMENTED       CGS
 GV1592  HISTORY     - 1960     GOOD             CGS
 GV1592  HISTORY     - 19971004 GOOD             USPSQD
 GV1592  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1592
 GV1592                          STATION DESCRIPTION
 GV1592
 GV1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1592'2.2 MI SE FROM WAVERLY.
 GV1592'2.2 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1592'THE STATION AT WAVERLY, SUSSEX COUNTY, 200 YARDS SOUTHEAST
 GV1592'OF MILEPOST 57, 215 YARDS SOUTHEAST OF SEMAPHORE 570, 50
 GV1592'YARDS NORTHWEST OF THE CROSSING OF SECONDARY STATE HIGHWAY 614,
 GV1592'AT A 2-FOOT PIPE CULVERT, AND IN THE TOP OF THE NORTHWEST END
 GV1592'OF THE NORTHEAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 GV1592'85.886 C 28 1932.
 GV1592
 GV1592                          STATION RECOVERY (1997)
 GV1592
 GV1592'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1592'RECOVERED IN GOOD CONDITION.
 GV1592
 GV1592                          STATION RECOVERY (2002)
 GV1592
 GV1592'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1822 ***********************************************************************
 GV1822  DESIGNATION -  C 280
 GV1822  PID         -  GV1822
 GV1822  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1822  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1822
 GV1822                         *CURRENT SURVEY CONTROL
 GV1822  ___________________________________________________________________
 GV1822* NAD 83(1986)-  37 11 07.     (N)    077 08 50.     (W)     SCALED    
 GV1822* NAVD 88     -        38.632  (meters)     126.75   (feet)  POSTED    
 GV1822  ___________________________________________________________________
 GV1822  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 GV1822  DYNAMIC HT  -          38.610 (meters)     126.67  (feet)  COMP
 GV1822  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 GV1822
 GV1822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1822
 GV1822.The horizontal coordinates were scaled from a topographic map and have
 GV1822.an estimated accuracy of +/- 6 seconds.
 GV1822
 GV1822.The orthometric height was determined by differential leveling
 GV1822.and adjusted by the National Geodetic Survey in 1992..
 GV1822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1822.rate of 0.0 thru 1.0 mm/km.
 GV1822
 GV1822.The geoid height was determined by GEOID03.
 GV1822
 GV1822.The dynamic height is computed by dividing the NAVD 88
 GV1822.geopotential number by the normal gravity value computed on the
 GV1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1822.degrees latitude (g = 980.6199 gals.).
 GV1822
 GV1822.The modeled gravity was interpolated from observed gravity values.
 GV1822
 GV1822;                    North         East    Units  Estimated Accuracy
 GV1822;SPC VA S     - 1,095,410.    3,620,110.      MT  (+/- 180 meters Scaled)
 GV1822
 GV1822                          SUPERSEDED SURVEY CONTROL
 GV1822
 GV1822  NGVD 29 (??/??/??)   38.973  (m)          127.86   (f) ADJUSTED    2 0
 GV1822
 GV1822.Superseded values are not recommended for survey control.
 GV1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1822.See file dsdata.txt to determine how the superseded data were derived.
 GV1822
 GV1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG094175(NAD 83)
 GV1822_MARKER: DB = BENCH MARK DISK
 GV1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1822_STAMPING: C 280 1942
 GV1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1822+STABILITY: SURFACE MOTION
 GV1822
 GV1822  HISTORY     - Date     Condition        Report By
 GV1822  HISTORY     - 1942     MONUMENTED       CGS
 GV1822  HISTORY     - 1961     GOOD             CGS
 GV1822  HISTORY     - 19980506 GOOD             USPSQD
 GV1822
 GV1822                          STATION DESCRIPTION
 GV1822
 GV1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1822'AT NEWVILLE.
 GV1822'AT NEWVILLE, PRINCE GEORGE COUNTY, ON STATE HIGHWAY 154, AT THE
 GV1822'INTERSECTION OF SECONDARY STATE HIGHWAY 616, IN THE NORTHEAST
 GV1822'QUARTER OF THE INTERSECTION, 54 FEET EAST OF THE CENTER LINE OF
 GV1822'STATE HIGHWAY 154, 23 FEET NORTH OF THE CENTER LINE OF SECONDARY
 GV1822'STATE HIGHWAY 616, 3.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 GV1822'0.8 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV1822'STAMPED C 280 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV1822'NOTE-- HIGHWAY 154 IS NOW 625.
 GV1822
 GV1822                          STATION RECOVERY (1998)
 GV1822
 GV1822'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0392 ***********************************************************************
 GV0392  DESIGNATION -  C 281
 GV0392  PID         -  GV0392
 GV0392  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV0392  USGS QUAD   -  BACONS CASTLE (1992)
 GV0392
 GV0392                         *CURRENT SURVEY CONTROL
 GV0392  ___________________________________________________________________
 GV0392* NAD 83(1986)-  37 00 51.     (N)    076 38 04.     (W)     SCALED    
 GV0392* NAVD 88     -        20.908  (meters)      68.60   (feet)  POSTED    
 GV0392  ___________________________________________________________________
 GV0392  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 GV0392  DYNAMIC HT  -          20.890 (meters)      68.54  (feet)  COMP
 GV0392  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 GV0392
 GV0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0392
 GV0392.The horizontal coordinates were scaled from a topographic map and have
 GV0392.an estimated accuracy of +/- 6 seconds.
 GV0392
 GV0392.The orthometric height was determined by differential leveling
 GV0392.and adjusted by the National Geodetic Survey in 1992..
 GV0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0392.rate of 0.0 thru 1.0 mm/km.
 GV0392
 GV0392.The geoid height was determined by GEOID03.
 GV0392
 GV0392.The dynamic height is computed by dividing the NAVD 88
 GV0392.geopotential number by the normal gravity value computed on the
 GV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0392.degrees latitude (g = 980.6199 gals.).
 GV0392
 GV0392.The modeled gravity was interpolated from observed gravity values.
 GV0392
 GV0392;                    North         East    Units  Estimated Accuracy
 GV0392;SPC VA S     - 1,077,200.    3,666,010.      MT  (+/- 180 meters Scaled)
 GV0392
 GV0392                          SUPERSEDED SURVEY CONTROL
 GV0392
 GV0392  NGVD 29 (??/??/??)   21.302  (m)           69.89   (f) ADJUSTED    2 0
 GV0392
 GV0392.Superseded values are not recommended for survey control.
 GV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0392.See file dsdata.txt to determine how the superseded data were derived.
 GV0392
 GV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF545976(NAD 83)
 GV0392_MARKER: DB = BENCH MARK DISK
 GV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0392_STAMPING: C 281 1942
 GV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0392+STABILITY: SURFACE MOTION
 GV0392
 GV0392  HISTORY     - Date     Condition        Report By
 GV0392  HISTORY     - 1942     MONUMENTED       CGS
 GV0392  HISTORY     - 1965     GOOD             CGS
 GV0392  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0392  HISTORY     - 20010414 MARK NOT FOUND   USPSQD
 GV0392
 GV0392                          STATION DESCRIPTION
 GV0392
 GV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GV0392'2.6 MI N FROM SMITHFIELD.
 GV0392'ORIGINAL DESCRIPTION-- 2.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM
 GV0392'THE POST OFFICE AT SMITHFIELD, ISLE OF WIGHT COUNTY, 0.4 MILE
 GV0392'NORTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 674, NEAR
 GV0392'THE WEST CORNER OF A CULTIVATED FIELD, 33.6 FEET NORTHEAST OF THE
 GV0392'CENTER LINE OF THE HIGHWAY, 33.5 FEET WEST OF THE FENCE ALONG
 GV0392'THE NORTHWEST SIDE OF THE FIELD, 5.5 FEET NORTHWEST OF A
 GV0392'TRIANGULAR-BLAZED 20-INCH PINE TREE, AND 0.9 FOOT SOUTHWEST OF A
 GV0392'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 281 1942
 GV0392'AND SET IN THE TOP OF A CONCRETE POST.
 GV0392
 GV0392                          STATION RECOVERY (1971)
 GV0392
 GV0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0392'MARK NOT FOUND.
 GV0392
 GV0392                          STATION RECOVERY (2001)
 GV0392
 GV0392'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0985 ***********************************************************************
 FX0985  DESIGNATION -  C 282
 FX0985  PID         -  FX0985
 FX0985  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0985  USGS QUAD   -  SMITHFIELD (1989)
 FX0985
 FX0985                         *CURRENT SURVEY CONTROL
 FX0985  ___________________________________________________________________
 FX0985* NAD 83(1986)-  36 55 24.     (N)    076 41 20.     (W)     SCALED    
 FX0985* NAVD 88     -        24.643  (meters)      80.85   (feet)  POSTED    
 FX0985  ___________________________________________________________________
 FX0985  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 FX0985  DYNAMIC HT  -          24.620 (meters)      80.77  (feet)  COMP
 FX0985  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 FX0985
 FX0985  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0985
 FX0985.The horizontal coordinates were scaled from a topographic map and have
 FX0985.an estimated accuracy of +/- 6 seconds.
 FX0985
 FX0985.The orthometric height was determined by differential leveling
 FX0985.and adjusted by the National Geodetic Survey in 1992..
 FX0985.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0985.rate of 1.1 thru 2.0 mm/km.
 FX0985
 FX0985.The geoid height was determined by GEOID03.
 FX0985
 FX0985.The dynamic height is computed by dividing the NAVD 88
 FX0985.geopotential number by the normal gravity value computed on the
 FX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0985.degrees latitude (g = 980.6199 gals.).
 FX0985
 FX0985.The modeled gravity was interpolated from observed gravity values.
 FX0985
 FX0985;                    North         East    Units  Estimated Accuracy
 FX0985;SPC VA S     - 1,067,020.    3,661,360.      MT  (+/- 180 meters Scaled)
 FX0985
 FX0985                          SUPERSEDED SURVEY CONTROL
 FX0985
 FX0985  NGVD 29 (??/??/92)   25.040  (m)           82.15   (f) ADJ UNCH    2 0
 FX0985
 FX0985.Superseded values are not recommended for survey control.
 FX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0985.See file dsdata.txt to determine how the superseded data were derived.
 FX0985
 FX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF495877(NAD 83)
 FX0985_MARKER: DB = BENCH MARK DISK
 FX0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0985_STAMPING: C 282 1942
 FX0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0985+STABILITY: SURFACE MOTION
 FX0985
 FX0985  HISTORY     - Date     Condition        Report By
 FX0985  HISTORY     - 1942     MONUMENTED       CGS
 FX0985  HISTORY     - 1960     GOOD             NGS
 FX0985  HISTORY     - 20010815 MARK NOT FOUND   VADOT
 FX0985  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0985
 FX0985                          STATION DESCRIPTION
 FX0985
 FX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0985'1.5 MI NE FROM ISLE OF WIGHT.
 FX0985'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL
 FX0985'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT THE JUNCTION
 FX0985'OF SECONDARY STATE HIGHWAY 652 LEADING SOUTHEAST, 58.3 FEET
 FX0985'SOUTHWEST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 652, 45
 FX0985'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 258, BETWEEN
 FX0985'THREE LARGE PINE TREES, 34.4 FEET SOUTH OF THE NORTHEASTERNMOST
 FX0985'TREE, 15.7 FEET NORTHEAST OF THE SOUTHWESTERNMOST TREE, AND 0.6
 FX0985'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FX0985'STAMPED C 282 1942 AND SET IN THE TOP OF A CONCRETE POST.  1 FOOT
 FX0985'NORTH OF A WITNESS SIGN.
 FX0985
 FX0985                          STATION RECOVERY (2001)
 FX0985
 FX0985'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX0985'MARK NOT FOUND.
 FX0985
 FX0985                          STATION RECOVERY (2002)
 FX0985
 FX0985'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0985'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0995 ***********************************************************************
 GV0995  DESIGNATION -  C 284=MAGNETIC STATION
 GV0995  PID         -  GV0995
 GV0995  STATE/COUNTY-  VA/KING AND QUEEN
 GV0995  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV0995
 GV0995                         *CURRENT SURVEY CONTROL
 GV0995  ___________________________________________________________________
 GV0995* NAD 83(1986)-  37 40 12.     (N)    076 52 39.     (W)     SCALED    
 GV0995* NAVD 88     -         7.812  (meters)      25.63   (feet)  ADJUSTED  
 GV0995  ___________________________________________________________________
 GV0995  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV0995  DYNAMIC HT  -           7.807 (meters)      25.61  (feet)  COMP
 GV0995  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 GV0995
 GV0995  VERT ORDER  -  SECOND    CLASS 0
 GV0995
 GV0995.The horizontal coordinates were scaled from a topographic map and have
 GV0995.an estimated accuracy of +/- 6 seconds.
 GV0995
 GV0995.The orthometric height was determined by differential leveling
 GV0995.and adjusted by the National Geodetic Survey in June 1991..
 GV0995
 GV0995.The geoid height was determined by GEOID03.
 GV0995
 GV0995.The dynamic height is computed by dividing the NAVD 88
 GV0995.geopotential number by the normal gravity value computed on the
 GV0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0995.degrees latitude (g = 980.6199 gals.).
 GV0995
 GV0995.The modeled gravity was interpolated from observed gravity values.
 GV0995
 GV0995;                    North         East    Units  Estimated Accuracy
 GV0995;SPC VA S     - 1,149,570.    3,643,130.      MT  (+/- 180 meters Scaled)
 GV0995
 GV0995                          SUPERSEDED SURVEY CONTROL
 GV0995
 GV0995  NGVD 29 (??/??/??)    8.179  (m)           26.83   (f) ADJUSTED    2 0
 GV0995
 GV0995.Superseded values are not recommended for survey control.
 GV0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0995.See file dsdata.txt to determine how the superseded data were derived.
 GV0995
 GV0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG344708(NAD 83)
 GV0995_MARKER: DM = MAGNETIC STATION DISK
 GV0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0995_STAMPING: C 284 1942
 GV0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0995+STABILITY: SURFACE MOTION
 GV0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0995+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0995
 GV0995  HISTORY     - Date     Condition        Report By
 GV0995  HISTORY     - 1942     MONUMENTED       CGS
 GV0995  HISTORY     - 1961     GOOD             CGS
 GV0995  HISTORY     - 1990     GOOD             USPSQD
 GV0995  HISTORY     - 20041110 GOOD             USPSQD
 GV0995  HISTORY     - 20060218 GOOD             USPSQD
 GV0995
 GV0995                          STATION DESCRIPTION
 GV0995
 GV0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0995'AT KING AND QUEEN.
 GV0995'AT KING AND QUEEN, KING AND QUEEN COUNTY, ON STATE HIGHWAY 14,
 GV0995'125.3 FEET NORTHWEST ACROSS THE HIGHWAY FROM THE NORTH CORNER OF
 GV0995'THE POST OFFICE, AT A TURN IN THE HIGHWAY, 74 FEET NORTHWEST OF
 GV0995'THE CENTERLINE OF THE HIGHWAY LEADING NORTHEAST, 58 FEET NORTHEAST
 GV0995'OF THE CENTERLINE OF THE HIGHWAY LEADING NORTHWEST, AND 1 FOOT
 GV0995'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD MAGNETIC-STATION
 GV0995'DISK, STAMPED C 284 1942 AND SET IN THE TOP OF A STONE POST.
 GV0995'STATION IS IN THE V OF THE OLD HIGHWAY 14 ABOUT 200 FEET EAST OF
 GV0995'THE COURTHOUSE AND 52 FEET EAST OF A 24 INCH MAPLE TREE AT THE
 GV0995'POINT OF THE V.
 GV0995
 GV0995                          STATION RECOVERY (1990)
 GV0995
 GV0995'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0995'RECOVERED IN GOOD CONDITION.
 GV0995
 GV0995                          STATION RECOVERY (2004)
 GV0995
 GV0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0995'RECOVERED IN GOOD CONDITION.
 GV0995
 GV0995                          STATION RECOVERY (2006)
 GV0995
 GV0995'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0997 ***********************************************************************
 FX0997  DESIGNATION -  C 285
 FX0997  PID         -  FX0997
 FX0997  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0997  USGS QUAD   -  ZUNI (1990)
 FX0997
 FX0997                         *CURRENT SURVEY CONTROL
 FX0997  ___________________________________________________________________
 FX0997* NAD 83(1986)-  36 48 15.     (N)    076 51 45.     (W)     SCALED    
 FX0997* NAVD 88     -         7.046  (meters)      23.12   (feet)  POSTED    
 FX0997  ___________________________________________________________________
 FX0997  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 FX0997  DYNAMIC HT  -           7.040 (meters)      23.10  (feet)  COMP
 FX0997  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 FX0997
 FX0997  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0997
 FX0997.The horizontal coordinates were scaled from a topographic map and have
 FX0997.an estimated accuracy of +/- 6 seconds.
 FX0997
 FX0997.The orthometric height was determined by differential leveling
 FX0997.and adjusted by the National Geodetic Survey in 1992..
 FX0997.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0997.rate of 2.1 thru 3.0 mm/km.
 FX0997
 FX0997.The geoid height was determined by GEOID03.
 FX0997
 FX0997.The dynamic height is computed by dividing the NAVD 88
 FX0997.geopotential number by the normal gravity value computed on the
 FX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0997.degrees latitude (g = 980.6199 gals.).
 FX0997
 FX0997.The modeled gravity was interpolated from observed gravity values.
 FX0997
 FX0997;                    North         East    Units  Estimated Accuracy
 FX0997;SPC VA S     - 1,053,520.    3,646,120.      MT  (+/- 180 meters Scaled)
 FX0997
 FX0997                          SUPERSEDED SURVEY CONTROL
 FX0997
 FX0997  NGVD 29 (??/??/92)    7.471  (m)           24.51   (f) ADJ UNCH    2 0
 FX0997
 FX0997.Superseded values are not recommended for survey control.
 FX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0997.See file dsdata.txt to determine how the superseded data were derived.
 FX0997
 FX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF338747(NAD 83)
 FX0997_MARKER: DB = BENCH MARK DISK
 FX0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0997_SP_SET: BRIDGE
 FX0997_STAMPING: C 285 1942
 FX0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0997
 FX0997  HISTORY     - Date     Condition        Report By
 FX0997  HISTORY     - 1942     MONUMENTED       CGS
 FX0997  HISTORY     - 1960     GOOD             NGS
 FX0997
 FX0997                          STATION DESCRIPTION
 FX0997
 FX0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0997'4.6 MI NE FROM BURDETTE.
 FX0997'IN ISLE OF WIGHT COUNTY, 2.0 MILES NORTH ALONG SECONDARY STATE
 FX0997'HIGHWAY 629 FROM THE POST OFFICE AT BURDETTE, SOUTHAMPTON COUNTY,
 FX0997'THENCE 0.4 MILE NORTH ALONG SECONDARY STATE HIGHWAY 635, THENCE
 FX0997'1.0 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 627, AND THENCE
 FX0997'1.2 MILES EAST ALONG SECONDARY STATE HIGHWAY 603, AT THE STEEL
 FX0997'BRIDGE OVER BLACKWATER RIVER, IN THE EAST CORNER OF THE SOUTH
 FX0997'ABUTMENT, AND 25 FEET SOUTH OF THE CENTER LINE OF
 FX0997'ROAD.  A STANDARD DISK, STAMPED C 285 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0998 ***********************************************************************
 FX0998  DESIGNATION -  C 285 RESET 1969
 FX0998  PID         -  FX0998
 FX0998  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0998  USGS QUAD   -  ZUNI (1990)
 FX0998
 FX0998                         *CURRENT SURVEY CONTROL
 FX0998  ___________________________________________________________________
 FX0998* NAD 83(1986)-  36 48 15.     (N)    076 51 45.     (W)     SCALED    
 FX0998* NAVD 88     -         7.45   (+/-2cm)      24.4    (feet)  VERTCON   
 FX0998  ___________________________________________________________________
 FX0998  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 FX0998
 FX0998  VERT ORDER  -  THIRD (See Below)
 FX0998
 FX0998.The horizontal coordinates were scaled from a topographic map and have
 FX0998.an estimated accuracy of +/- 6 seconds.
 FX0998
 FX0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0998.The vertical order pertains to the NGVD 29 superseded value.
 FX0998
 FX0998.The geoid height was determined by GEOID03.
 FX0998
 FX0998;                    North         East    Units  Estimated Accuracy
 FX0998;SPC VA S     - 1,053,520.    3,646,120.      MT  (+/- 180 meters Scaled)
 FX0998
 FX0998                          SUPERSEDED SURVEY CONTROL
 FX0998
 FX0998  NGVD 29 (03/21/06)    7.88   (m)           25.9    (f) RESET       3  
 FX0998
 FX0998.Superseded values are not recommended for survey control.
 FX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0998.See file dsdata.txt to determine how the superseded data were derived.
 FX0998
 FX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF338747(NAD 83)
 FX0998_MARKER: DB = BENCH MARK DISK
 FX0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0998_SP_SET: BRIDGE
 FX0998_STAMPING: C 285 RESET 1969
 FX0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0998
 FX0998  HISTORY     - Date     Condition        Report By
 FX0998  HISTORY     - 1969     MONUMENTED       VADH
 FX0998  HISTORY     - 1970     GOOD             NGS
 FX0998
 FX0998                          STATION DESCRIPTION
 FX0998
 FX0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FX0998'4.6 MI NE FROM BURDETTE.
 FX0998'2.0 MILES NORTH ALONG SECONDARY STATE HIGHWAY 629 FROM THE POST
 FX0998'OFFICE AT BURDETTE, THENCE 0.4 MILE NORTH ALONG SECONDARY STATE
 FX0998'HIGHWAY 635, THENCE 1.0 MILE NORTHEAST ALONG SECONDARY STATE
 FX0998'HIGHWAY 627, THENCE 1.2 MILES EAST ALONG SECONDARY STATE
 FX0998'HIGHWAY 603, SET IN THE NORTH SIDE OF THE EAST ABUTMENT OF THE NEW
 FX0998'BRIDGE OVER BLACKWATER RIVER, 16 FEET NORTH OF THE CENTER LINE
 FX0998'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1141 ***********************************************************************
 FX1141  DESIGNATION -  C 286
 FX1141  PID         -  FX1141
 FX1141  STATE/COUNTY-  VA/SUSSEX
 FX1141  USGS QUAD   -  MANRY (1969)
 FX1141
 FX1141                         *CURRENT SURVEY CONTROL
 FX1141  ___________________________________________________________________
 FX1141* NAD 83(1986)-  36 54 22.     (N)    077 06 11.     (W)     SCALED    
 FX1141* NAVD 88     -        30.625  (meters)     100.48   (feet)  POSTED    
 FX1141  ___________________________________________________________________
 FX1141  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 FX1141  DYNAMIC HT  -          30.600 (meters)     100.39  (feet)  COMP
 FX1141  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 FX1141
 FX1141  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1141
 FX1141.The horizontal coordinates were scaled from a topographic map and have
 FX1141.an estimated accuracy of +/- 6 seconds.
 FX1141
 FX1141.The orthometric height was determined by differential leveling
 FX1141.and adjusted by the National Geodetic Survey in 1992..
 FX1141.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1141.rate of 1.1 thru 2.0 mm/km.
 FX1141
 FX1141.The geoid height was determined by GEOID03.
 FX1141
 FX1141.The dynamic height is computed by dividing the NAVD 88
 FX1141.geopotential number by the normal gravity value computed on the
 FX1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1141.degrees latitude (g = 980.6199 gals.).
 FX1141
 FX1141.The modeled gravity was interpolated from observed gravity values.
 FX1141
 FX1141;                    North         East    Units  Estimated Accuracy
 FX1141;SPC VA S     - 1,064,490.    3,624,490.      MT  (+/- 180 meters Scaled)
 FX1141
 FX1141                          SUPERSEDED SURVEY CONTROL
 FX1141
 FX1141  NGVD 29 (??/??/92)   31.00   (m)          101.7    (f) COMPUTED    2 0
 FX1141
 FX1141.Superseded values are not recommended for survey control.
 FX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1141.See file dsdata.txt to determine how the superseded data were derived.
 FX1141
 FX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF126865(NAD 83)
 FX1141_MARKER: DB = BENCH MARK DISK
 FX1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1141_STAMPING: C 286 1942
 FX1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1141+STABILITY: SURFACE MOTION
 FX1141
 FX1141  HISTORY     - Date     Condition        Report By
 FX1141  HISTORY     - 1942     MONUMENTED       CGS
 FX1141  HISTORY     - 1957     MARK NOT FOUND   USGS
 FX1141  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1141  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 FX1141  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 FX1141
 FX1141                          STATION DESCRIPTION
 FX1141
 FX1141'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FX1141'2.6 MI NE FROM LITTLETON.
 FX1141'NONE OF THE REFERENCE POINTS IN THE DESCRIPTION WERE LOCATED, THE
 FX1141'GENERAL AREA WAS SEARCHED WITHOUT RESULTS.  2.6 MILES NORTHEAST
 FX1141'ALONG SECONDARY STATE HIGHWAY 622 FROM THE POST OFFICE AT
 FX1141'LITTLETON, SUSSEX COUNTY, 0.9 MILE SOUTHEAST ALONG SECONDARY
 FX1141'STATE HIGHWAY 606, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FX1141'7.0 FEET EAST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE
 FX1141'NORTH SIDE, 6.6 FEET NORTH OF AN OAK TREE WITH A TRIANGULAR
 FX1141'BLAZE ON THE NORTH SIDE, AND 1.6 FEET NORTH OF A WHITE WOODEN
 FX1141'WITNESS POST.  A STANDARD DISK, STAMPED C 286 1942 AND SET IN THE
 FX1141'TOP OF A CONCRETE POST.
 FX1141
 FX1141                          STATION RECOVERY (1960)
 FX1141
 FX1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1141'MARK NOT FOUND.
 FX1141
 FX1141                          STATION RECOVERY (1997)
 FX1141
 FX1141'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1141'MARK NOT FOUND.
 FX1141
 FX1141                          STATION RECOVERY (2002)
 FX1141
 FX1141'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0744 ***********************************************************************
 GW0744  DESIGNATION -  C 28=TTS 5 J
 GW0744  PID         -  GW0744
 GW0744  STATE/COUNTY-  VA/ALBEMARLE
 GW0744  USGS QUAD   -  ESMONT (1987)
 GW0744
 GW0744                         *CURRENT SURVEY CONTROL
 GW0744  ___________________________________________________________________
 GW0744* NAD 83(1986)-  37 51 56.     (N)    078 33 20.     (W)     SCALED    
 GW0744* NAVD 88     -       168.073  (meters)     551.42   (feet)  ADJUSTED  
 GW0744  ___________________________________________________________________
 GW0744  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW0744  DYNAMIC HT  -         167.957 (meters)     551.04  (feet)  COMP
 GW0744  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 GW0744
 GW0744  VERT ORDER  -  SECOND    CLASS 0
 GW0744
 GW0744.The horizontal coordinates were scaled from a topographic map and have
 GW0744.an estimated accuracy of +/- 6 seconds.
 GW0744
 GW0744.The orthometric height was determined by differential leveling
 GW0744.and adjusted by the National Geodetic Survey in June 1991..
 GW0744
 GW0744.The geoid height was determined by GEOID03.
 GW0744
 GW0744.The dynamic height is computed by dividing the NAVD 88
 GW0744.geopotential number by the normal gravity value computed on the
 GW0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0744.degrees latitude (g = 980.6199 gals.).
 GW0744
 GW0744.The modeled gravity was interpolated from observed gravity values.
 GW0744
 GW0744;                    North         East    Units  Estimated Accuracy
 GW0744;SPC VA S     - 1,170,040.    3,495,110.      MT  (+/- 180 meters Scaled)
 GW0744
 GW0744                          SUPERSEDED SURVEY CONTROL
 GW0744
 GW0744  NGVD 29 (??/??/92)  168.337  (m)          552.29   (f) ADJ UNCH    2 0
 GW0744
 GW0744.Superseded values are not recommended for survey control.
 GW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0744.See file dsdata.txt to determine how the superseded data were derived.
 GW0744
 GW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB150937(NAD 83)
 GW0744_MARKER: DD = SURVEY DISK
 GW0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0744_STAMPING: C 28 TT NO 5 J 1926
 GW0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0744+STABILITY: SURFACE MOTION
 GW0744
 GW0744  HISTORY     - Date     Condition        Report By
 GW0744  HISTORY     - 1926     MONUMENTED       USGS
 GW0744  HISTORY     - 1964     POOR             NGS
 GW0744
 GW0744                          STATION DESCRIPTION
 GW0744
 GW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0744'AT KEENE.
 GW0744'150 FEET NORTH OF THE POST OFFICE, ABOUT 210 FEET NORTH OF THE
 GW0744'LOWER CROSSROADS, 40 FEET NORTH OF THE UPPER CROSSROADS, NORTH
 GW0744'OF THE HIGHWAY, AND 1 FOOT EAST OF A WIRE FENCE.  SET IN THE TOP
 GW0744'OF A STONE POST.  NOTE-- IN A LEANING POSITION.  THE FENCE IS
 GW0744'GONE AND THE MARK IS NOW ACROSS BOTH THE OLD AND THE NEW ROAD FROM
 GW0744'THE POST OFFICE.  THE HIGHWAY IS NOW STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0748 ***********************************************************************
 GW0748  DESIGNATION -  C 29
 GW0748  PID         -  GW0748
 GW0748  STATE/COUNTY-  VA/ALBEMARLE
 GW0748  USGS QUAD   -  ESMONT (1987)
 GW0748
 GW0748                         *CURRENT SURVEY CONTROL
 GW0748  ___________________________________________________________________
 GW0748* NAD 83(1986)-  37 50 17.     (N)    078 32 41.     (W)     SCALED    
 GW0748* NAVD 88     -       118.254  (meters)     387.97   (feet)  ADJUSTED  
 GW0748  ___________________________________________________________________
 GW0748  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW0748  DYNAMIC HT  -         118.172 (meters)     387.70  (feet)  COMP
 GW0748  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 GW0748
 GW0748  VERT ORDER  -  SECOND    CLASS 0
 GW0748
 GW0748.The horizontal coordinates were scaled from a topographic map and have
 GW0748.an estimated accuracy of +/- 6 seconds.
 GW0748
 GW0748.The orthometric height was determined by differential leveling
 GW0748.and adjusted by the National Geodetic Survey in June 1991..
 GW0748
 GW0748.The geoid height was determined by GEOID03.
 GW0748
 GW0748.The dynamic height is computed by dividing the NAVD 88
 GW0748.geopotential number by the normal gravity value computed on the
 GW0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0748.degrees latitude (g = 980.6199 gals.).
 GW0748
 GW0748.The modeled gravity was interpolated from observed gravity values.
 GW0748
 GW0748;                    North         East    Units  Estimated Accuracy
 GW0748;SPC VA S     - 1,166,990.    3,496,060.      MT  (+/- 180 meters Scaled)
 GW0748
 GW0748                          SUPERSEDED SURVEY CONTROL
 GW0748
 GW0748  NGVD 29 (??/??/92)  118.522  (m)          388.85   (f) ADJ UNCH    2 0
 GW0748
 GW0748.Superseded values are not recommended for survey control.
 GW0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0748.See file dsdata.txt to determine how the superseded data were derived.
 GW0748
 GW0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB160906(NAD 83)
 GW0748_MARKER: DD = SURVEY DISK
 GW0748_SETTING: 66 = SET IN ROCK OUTCROP
 GW0748_SP_SET: SET IN ROCK OUTCROP
 GW0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0748+STABILITY: POSITION/ELEVATION WELL
 GW0748
 GW0748  HISTORY     - Date     Condition        Report By
 GW0748  HISTORY     - UNK      MONUMENTED       USGS
 GW0748  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0748
 GW0748                          STATION DESCRIPTION
 GW0748
 GW0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0748'AT GLENDOWER.
 GW0748'ON STATE HIGHWAY 613, 88 FEET NORTHWEST OF THE NORTHWEST SIDE
 GW0748'OF THE ABANDONED ONE-STORY POST OFFICE BUILDING, OPPOSITE THE
 GW0748'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 33 FEET SOUTHWEST OF
 GW0748'THE CENTER LINE OF THE HIGHWAY, AT THE NORTHWEST CORNER OF A
 GW0748'GARDEN 7 FEET SOUTHEAST OF A FENCE, AND IN THE TOP OF A ROCK
 GW0748'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2106 ***********************************************************************
 GV2106  DESIGNATION -  C 29
 GV2106  PID         -  GV2106
 GV2106  STATE/COUNTY-  VA/AMELIA
 GV2106  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2106
 GV2106                         *CURRENT SURVEY CONTROL
 GV2106  ___________________________________________________________________
 GV2106* NAD 83(1986)-  37 20 39.     (N)    077 58 49.     (W)     SCALED    
 GV2106* NAVD 88     -       111.263  (meters)     365.04   (feet)  ADJUSTED  
 GV2106  ___________________________________________________________________
 GV2106  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GV2106  DYNAMIC HT  -         111.186 (meters)     364.78  (feet)  COMP
 GV2106  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 GV2106
 GV2106  VERT ORDER  -  FIRST     CLASS II
 GV2106
 GV2106.The horizontal coordinates were scaled from a topographic map and have
 GV2106.an estimated accuracy of +/- 6 seconds.
 GV2106
 GV2106.The orthometric height was determined by differential leveling
 GV2106.and adjusted by the National Geodetic Survey in June 1991..
 GV2106
 GV2106.The geoid height was determined by GEOID03.
 GV2106
 GV2106.The dynamic height is computed by dividing the NAVD 88
 GV2106.geopotential number by the normal gravity value computed on the
 GV2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2106.degrees latitude (g = 980.6199 gals.).
 GV2106
 GV2106.The modeled gravity was interpolated from observed gravity values.
 GV2106
 GV2106;                    North         East    Units  Estimated Accuracy
 GV2106;SPC VA S     - 1,112,300.    3,546,050.      MT  (+/- 180 meters Scaled)
 GV2106
 GV2106                          SUPERSEDED SURVEY CONTROL
 GV2106
 GV2106  NGVD 29 (03/05/92)  111.535  (m)          365.93   (f) ADJUSTED    1 2
 GV2106
 GV2106.Superseded values are not recommended for survey control.
 GV2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2106.See file dsdata.txt to determine how the superseded data were derived.
 GV2106
 GV2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG359372(NAD 83)
 GV2106_MARKER: DB = BENCH MARK DISK
 GV2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2106_STAMPING: C 29 1932
 GV2106_PROJECTION: FLUSH
 GV2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2106+STABILITY: SURFACE MOTION
 GV2106
 GV2106  HISTORY     - Date     Condition        Report By
 GV2106  HISTORY     - 1932     MONUMENTED       CGS
 GV2106  HISTORY     - 1942     GOOD             CGS
 GV2106  HISTORY     - 1967     GOOD             USGS
 GV2106  HISTORY     - 1979     GOOD             NGS
 GV2106  HISTORY     - 19950124 GOOD             USPSQD
 GV2106  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV2106  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV2106
 GV2106                          STATION DESCRIPTION
 GV2106
 GV2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2106'AT AMELIA.
 GV2106'AT AMELIA, AMELIA COUNTY, ON THE SOUTHERN RAILROAD, NEAR THE RAILROAD
 GV2106'STATION, 184 FEET SW OF THE INTERSECTION OF U.S. HIGHWAY 360 AND STATE
 GV2106'ROAD 656, THENCE 72 FT. NW AT RT. ANGLE TO CENTERLINE AT HWY 656,
 GV2106'3 FT. NW OF A STEEL WITNESS POST AND SIGN IN THE ROAD AND FLUSH
 GV2106'WITH THE ROAD SURFACE.  A STD. TABLET STAMPED C-29 1932 SET
 GV2106'IN A CONCRETE POST.
 GV2106
 GV2106                          STATION RECOVERY (1967)
 GV2106
 GV2106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GV2106'RECOVERED IN GOOD CONDITION.
 GV2106
 GV2106                          STATION RECOVERY (1979)
 GV2106
 GV2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV2106'AT AMELIA COURT HOUSE, WEST OF THE JUNCTION OF GOODES BRANCH
 GV2106'ROAD AND AMELIA AVENUE, 210 FEET WEST OF THE CENTER OF THE JUNCTION
 GV2106'OF GOODES BRANCH ROAD AND AMELIA AVENUE, 70.5 FEET NORTHWEST OF THE
 GV2106'CENTER OF AMELIA AVENUE, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GV2106'OF THE MAIN TRACK, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GV2106'WOODEN GARAGE, AND 4 FEET WEST OF A 2.5 FOOT DIRT BAND.
 GV2106'THE MARK IS 4 FT  W FROM A WITNESS POST.
 GV2106'THE MARK IS 1 FT BELOW THE TRACKS.
 GV2106
 GV2106                          STATION RECOVERY (1995)
 GV2106
 GV2106'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2106'RECOVERED IN GOOD CONDITION.
 GV2106
 GV2106                          STATION RECOVERY (2000)
 GV2106
 GV2106'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2106'MARK NOT FOUND.
 GV2106
 GV2106                          STATION RECOVERY (2004)
 GV2106
 GV2106'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0302 ***********************************************************************
 GV0302  DESIGNATION -  C 290
 GV0302  PID         -  GV0302
 GV0302  STATE/COUNTY-  VA/MATHEWS
 GV0302  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV0302
 GV0302                         *CURRENT SURVEY CONTROL
 GV0302  ___________________________________________________________________
 GV0302* NAD 83(1986)-  37 20 42.     (N)    076 16 29.     (W)     SCALED    
 GV0302* NAVD 88     -         1.077  (meters)       3.53   (feet)  ADJUSTED  
 GV0302  ___________________________________________________________________
 GV0302  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 GV0302  DYNAMIC HT  -           1.077 (meters)       3.53  (feet)  COMP
 GV0302  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 GV0302
 GV0302  VERT ORDER  -  SECOND    CLASS 0
 GV0302
 GV0302.The horizontal coordinates were scaled from a topographic map and have
 GV0302.an estimated accuracy of +/- 6 seconds.
 GV0302
 GV0302.The orthometric height was determined by differential leveling
 GV0302.and adjusted by the National Geodetic Survey in June 1991..
 GV0302
 GV0302.The geoid height was determined by GEOID03.
 GV0302
 GV0302.The dynamic height is computed by dividing the NAVD 88
 GV0302.geopotential number by the normal gravity value computed on the
 GV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0302.degrees latitude (g = 980.6199 gals.).
 GV0302
 GV0302.The modeled gravity was interpolated from observed gravity values.
 GV0302
 GV0302;                    North         East    Units  Estimated Accuracy
 GV0302;SPC VA S     - 1,114,590.    3,697,150.      MT  (+/- 180 meters Scaled)
 GV0302
 GV0302                          SUPERSEDED SURVEY CONTROL
 GV0302
 GV0302  NGVD 29 (??/??/??)    1.426  (m)            4.68   (f) ADJUSTED    2 0
 GV0302
 GV0302.Superseded values are not recommended for survey control.
 GV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0302.See file dsdata.txt to determine how the superseded data were derived.
 GV0302
 GV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG870339(NAD 83)
 GV0302_MARKER: DB = BENCH MARK DISK
 GV0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0302_STAMPING: C 290 1942
 GV0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0302+STABILITY: SURFACE MOTION
 GV0302
 GV0302  HISTORY     - Date     Condition        Report By
 GV0302  HISTORY     - 1942     MONUMENTED       CGS
 GV0302  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0302  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV0302
 GV0302                          STATION DESCRIPTION
 GV0302
 GV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0302'0.6 MI E FROM NEW POINT.
 GV0302'0.6 MILE EAST ALONG SECONDARY STATE HIGHWAY 602 FROM THE POST
 GV0302'OFFICE AT NEW POINT, AT THE END OF THE ROAD, ON CHESAPEAKE BAY,
 GV0302'AT THE NEW POINT WHARF, 117.5 FEET NORTH OF THE WEST END OF THE
 GV0302'LOADING PIER OF THE WHARF, 85.5 FEET WEST-SOUTHWEST OF MEAN HIGH
 GV0302'WATER OF THE BAY, 67 FEET NORTH OF THE CENTERLINE OF SECONDARY
 GV0302'STATE HIGHWAY 602, 32 FEET EAST OF THE CENTERLINE OF A DIRT ROAD
 GV0302'LEADING NORTH, 9.5 FEET SOUTH OF A TRIANGULAR-BLAZED 18-INCH
 GV0302'PINE TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 GV0302'WITH SECONDARY STATE HIGHWAY 602.  A STANDARD DISK, STAMPED C 290
 GV0302'1942 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- APRIL 1953
 GV0302'REPORT-- RECOVERED IN GOOD CONDITION.  THE MARK WAS FOUND AFTER
 GV0302'DIGGING SEVERAL FEET OF SAND AND TREE BARK.
 GV0302
 GV0302                          STATION RECOVERY (2002)
 GV0302
 GV0302'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1466 ***********************************************************************
 GV1466  DESIGNATION -  C 292
 GV1466  PID         -  GV1466
 GV1466  STATE/COUNTY-  VA/KING WILLIAM
 GV1466  USGS QUAD   -  KING WILLIAM (1984)
 GV1466
 GV1466                         *CURRENT SURVEY CONTROL
 GV1466  ___________________________________________________________________
 GV1466* NAD 83(1986)-  37 38 00.     (N)    077 02 49.     (W)     SCALED    
 GV1466* NAVD 88     -        30.500  (meters)     100.07   (feet)  ADJUSTED  
 GV1466  ___________________________________________________________________
 GV1466  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 GV1466  DYNAMIC HT  -          30.480 (meters)     100.00  (feet)  COMP
 GV1466  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 GV1466
 GV1466  VERT ORDER  -  THIRD
 GV1466
 GV1466.The horizontal coordinates were scaled from a topographic map and have
 GV1466.an estimated accuracy of +/- 6 seconds.
 GV1466
 GV1466.The orthometric height was determined by differential leveling
 GV1466.and adjusted by the National Geodetic Survey in June 1991..
 GV1466
 GV1466.The geoid height was determined by GEOID03.
 GV1466
 GV1466.The dynamic height is computed by dividing the NAVD 88
 GV1466.geopotential number by the normal gravity value computed on the
 GV1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1466.degrees latitude (g = 980.6199 gals.).
 GV1466
 GV1466.The modeled gravity was interpolated from observed gravity values.
 GV1466
 GV1466;                    North         East    Units  Estimated Accuracy
 GV1466;SPC VA S     - 1,145,260.    3,628,250.      MT  (+/- 180 meters Scaled)
 GV1466
 GV1466                          SUPERSEDED SURVEY CONTROL
 GV1466
 GV1466  NGVD 29 (??/??/??)   30.855  (m)          101.23   (f) ADJUSTED    3 0
 GV1466
 GV1466.Superseded values are not recommended for survey control.
 GV1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1466.See file dsdata.txt to determine how the superseded data were derived.
 GV1466
 GV1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG193671(NAD 83)
 GV1466_MARKER: DB = BENCH MARK DISK
 GV1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1466_STAMPING: C 292 1945
 GV1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1466+STABILITY: SURFACE MOTION
 GV1466
 GV1466  HISTORY     - Date     Condition        Report By
 GV1466  HISTORY     - 1945     MONUMENTED       CGS
 GV1466  HISTORY     - 1961     GOOD             CGS
 GV1466  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV1466  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV1466
 GV1466                          STATION DESCRIPTION
 GV1466
 GV1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1466'5.2 MI NW FROM LANESVILLE.
 GV1466'5.2 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 632 FROM THE
 GV1466'POST OFFICE AT LANESVILLE, KING WILLIAM COUNTY, 1.1 MILES
 GV1466'SOUTHEAST OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 621 AT
 GV1466'PALLS, 0.3 MILE SOUTHWEST OF MT. OLIVE CHURCH AND THE
 GV1466'JUNCTION OF SECONDARY STATE HIGHWAY 622 LEADING NORTHEAST, 16
 GV1466'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTHWEST
 GV1466'OF A FENCE CORNER, AND 2 FEET FROM A WHITE WOODEN WITNESS POST.
 GV1466'A STANDARD DISK, STAMPED C 292 1945 AND SET IN THE TOP OF A
 GV1466'CONCRETE POST FLUSH WITH THE GROUND.  MARK IS IN FRONT OF A FRAME
 GV1466'STORE, 0.1 MILE SOUTH OF HIGHWAY 660.  IT IS 24 FEET EAST
 GV1466'OF THE STEPS OF THE STORE AND 4 FEET NORTH OF A POWER POLE.
 GV1466
 GV1466                          STATION RECOVERY (1999)
 GV1466
 GV1466'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1466'MARK NOT FOUND.
 GV1466
 GV1466                          STATION RECOVERY (2003)
 GV1466
 GV1466'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1482 ***********************************************************************
 GV1482  DESIGNATION -  C 293
 GV1482  PID         -  GV1482
 GV1482  STATE/COUNTY-  VA/KING WILLIAM
 GV1482  USGS QUAD   -  KING WILLIAM (1984)
 GV1482
 GV1482                         *CURRENT SURVEY CONTROL
 GV1482  ___________________________________________________________________
 GV1482* NAD 83(1986)-  37 39 07.     (N)    077 05 27.     (W)     SCALED    
 GV1482* NAVD 88     -        29.016  (meters)      95.20   (feet)  ADJUSTED  
 GV1482  ___________________________________________________________________
 GV1482  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV1482  DYNAMIC HT  -          28.997 (meters)      95.13  (feet)  COMP
 GV1482  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 GV1482
 GV1482  VERT ORDER  -  THIRD
 GV1482
 GV1482.The horizontal coordinates were scaled from a topographic map and have
 GV1482.an estimated accuracy of +/- 6 seconds.
 GV1482
 GV1482.The orthometric height was determined by differential leveling
 GV1482.and adjusted by the National Geodetic Survey in June 1991..
 GV1482
 GV1482.The geoid height was determined by GEOID03.
 GV1482
 GV1482.The dynamic height is computed by dividing the NAVD 88
 GV1482.geopotential number by the normal gravity value computed on the
 GV1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1482.degrees latitude (g = 980.6199 gals.).
 GV1482
 GV1482.The modeled gravity was interpolated from observed gravity values.
 GV1482
 GV1482;                    North         East    Units  Estimated Accuracy
 GV1482;SPC VA S     - 1,147,260.    3,624,340.      MT  (+/- 180 meters Scaled)
 GV1482
 GV1482                          SUPERSEDED SURVEY CONTROL
 GV1482
 GV1482  NGVD 29 (??/??/??)   29.360  (m)           96.33   (f) ADJUSTED    3 0
 GV1482
 GV1482.Superseded values are not recommended for survey control.
 GV1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1482.See file dsdata.txt to determine how the superseded data were derived.
 GV1482
 GV1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG155692(NAD 83)
 GV1482_MARKER: DB = BENCH MARK DISK
 GV1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1482_STAMPING: C 293 1945
 GV1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1482+STABILITY: SURFACE MOTION
 GV1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1482+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1482
 GV1482  HISTORY     - Date     Condition        Report By
 GV1482  HISTORY     - 1945     MONUMENTED       CGS
 GV1482  HISTORY     - 1961     GOOD             CGS
 GV1482  HISTORY     - 19990331 GOOD             USPSQD
 GV1482  HISTORY     - 20031124 GOOD             USPSQD
 GV1482  HISTORY     - 20060309 GOOD             USPSQD
 GV1482
 GV1482                          STATION DESCRIPTION
 GV1482
 GV1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1482'6.2 MI S FROM RUMFORD.
 GV1482'6.2 MILES SOUTH OF RUMFORD, KING WILLIAM COUNTY.  THIS BENCH
 GV1482'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.1 MILE
 GV1482'NORTHWEST ALONG STATE HIGHWAY 30, THENCE 5.6 MILES SOUTH ALONG
 GV1482'SECONDARY STATE HIGHWAY 600, AND THENCE 0.5 MILE SOUTHEAST
 GV1482'ALONG SECONDARY STATE HIGHWAY 629.  IT IS 1.3 MILES SOUTHWEST
 GV1482'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 632, AT THE G.W.
 GV1482'CARTER HOUSE, 32 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GV1482'HOUSE, IN THE NORTHWEST CORNER OF THE FRONT YARD, 30 FEET
 GV1482'WEST OF A PAVED PATH LEADING TO THE FRONT DOOR OF THE HOUSE,
 GV1482'25 FEET SOUTH OF THE HIGHWAY, AND 2 FEET FROM A WHITE WOODEN
 GV1482'WITNESS POST.  A STANDARD DISK, STAMPED C 293 1945 AND SET
 GV1482'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GV1482
 GV1482                          STATION RECOVERY (1999)
 GV1482
 GV1482'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1482'RECOVERED IN GOOD CONDITION.
 GV1482
 GV1482                          STATION RECOVERY (2003)
 GV1482
 GV1482'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1482'RECOVERED IN GOOD CONDITION.
 GV1482
 GV1482                          STATION RECOVERY (2006)
 GV1482
 GV1482'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1364 ***********************************************************************
 GV1364  DESIGNATION -  C 294
 GV1364  PID         -  GV1364
 GV1364  STATE/COUNTY-  VA/KING WILLIAM
 GV1364  USGS QUAD   -  BEULAHVILLE (1985)
 GV1364
 GV1364                         *CURRENT SURVEY CONTROL
 GV1364  ___________________________________________________________________
 GV1364* NAD 83(1986)-  37 48 42.     (N)    077 07 46.     (W)     SCALED    
 GV1364* NAVD 88     -        16.148  (meters)      52.98   (feet)  ADJUSTED  
 GV1364  ___________________________________________________________________
 GV1364  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV1364  DYNAMIC HT  -          16.138 (meters)      52.95  (feet)  COMP
 GV1364  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 GV1364
 GV1364  VERT ORDER  -  THIRD
 GV1364
 GV1364.The horizontal coordinates were scaled from a topographic map and have
 GV1364.an estimated accuracy of +/- 6 seconds.
 GV1364
 GV1364.The orthometric height was determined by differential leveling
 GV1364.and adjusted by the National Geodetic Survey in June 1991..
 GV1364
 GV1364.The geoid height was determined by GEOID03.
 GV1364
 GV1364.The dynamic height is computed by dividing the NAVD 88
 GV1364.geopotential number by the normal gravity value computed on the
 GV1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1364.degrees latitude (g = 980.6199 gals.).
 GV1364
 GV1364.The modeled gravity was interpolated from observed gravity values.
 GV1364
 GV1364;                    North         East    Units  Estimated Accuracy
 GV1364;SPC VA S     - 1,164,940.    3,620,680.      MT  (+/- 180 meters Scaled)
 GV1364
 GV1364                          SUPERSEDED SURVEY CONTROL
 GV1364
 GV1364  NGVD 29 (??/??/??)   16.434  (m)           53.92   (f) ADJUSTED    3 0
 GV1364
 GV1364.Superseded values are not recommended for survey control.
 GV1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1364.See file dsdata.txt to determine how the superseded data were derived.
 GV1364
 GV1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG125870(NAD 83)
 GV1364_MARKER: DB = BENCH MARK DISK
 GV1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1364_STAMPING: C 294 1945
 GV1364_PROJECTION: FLUSH
 GV1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1364+STABILITY: SURFACE MOTION
 GV1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1364+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1364
 GV1364  HISTORY     - Date     Condition        Report By
 GV1364  HISTORY     - 1945     MONUMENTED       CGS
 GV1364  HISTORY     - 1962     GOOD             CGS
 GV1364  HISTORY     - 19960401 GOOD             GEOMET
 GV1364  HISTORY     - 19990308 GOOD             USPSQD
 GV1364  HISTORY     - 20031111 GOOD             USPSQD
 GV1364  HISTORY     - 20060309 GOOD             USPSQD
 GV1364
 GV1364                          STATION DESCRIPTION
 GV1364
 GV1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1364'2.4 MI NW FROM AYLETT.
 GV1364'2.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 GV1364'INTERSECTION OF U.S. HIGHWAY 360 AT AYLETT, KING WILLIAM COUNTY,
 GV1364'AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 607, 46 FEET
 GV1364'SOUTH OF SECONDARY STATE HIGHWAY 607, 42 FEET SOUTH OF THE
 GV1364'INTERSECTION, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED
 GV1364'ROAD ON A CURVE, 11.5 FEET WEST OF A 30-INCH OAK TREE, 3 FEET
 GV1364'EAST OF AN IRON PROPERTY-LINE MARKER, AND 8 FEET WEST OF A WHITE
 GV1364'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 294 1945 AND
 GV1364'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 GV1364
 GV1364                          STATION RECOVERY (1996)
 GV1364
 GV1364'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL)
 GV1364'POOR GPS.  NOT SUITABLE FOR GPS.  BEULAHVILLE QUAD -BM 54-.  INX RT
 GV1364'600 AND RT 607.
 GV1364
 GV1364                          STATION RECOVERY (1999)
 GV1364
 GV1364'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1364'RECOVERED IN GOOD CONDITION.
 GV1364
 GV1364                          STATION RECOVERY (2003)
 GV1364
 GV1364'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1364'RECOVERED IN GOOD CONDITION.
 GV1364
 GV1364                          STATION RECOVERY (2006)
 GV1364
 GV1364'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0804 ***********************************************************************
 GV0804  DESIGNATION -  C 295
 GV0804  PID         -  GV0804
 GV0804  STATE/COUNTY-  VA/CHARLES CITY
 GV0804  USGS QUAD   -  BRANDON (1980)
 GV0804
 GV0804                         *CURRENT SURVEY CONTROL
 GV0804  ___________________________________________________________________
 GV0804* NAD 83(1986)-  37 21 33.     (N)    076 55 07.     (W)     SCALED    
 GV0804* NAVD 88     -        11.681  (meters)      38.32   (feet)  ADJUSTED  
 GV0804  ___________________________________________________________________
 GV0804  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 GV0804  DYNAMIC HT  -          11.673 (meters)      38.30  (feet)  COMP
 GV0804  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 GV0804
 GV0804  VERT ORDER  -  THIRD
 GV0804
 GV0804.The horizontal coordinates were scaled from a topographic map and have
 GV0804.an estimated accuracy of +/- 6 seconds.
 GV0804
 GV0804.The orthometric height was determined by differential leveling
 GV0804.and adjusted by the National Geodetic Survey in June 1991..
 GV0804
 GV0804.The geoid height was determined by GEOID03.
 GV0804
 GV0804.The dynamic height is computed by dividing the NAVD 88
 GV0804.geopotential number by the normal gravity value computed on the
 GV0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0804.degrees latitude (g = 980.6199 gals.).
 GV0804
 GV0804.The modeled gravity was interpolated from observed gravity values.
 GV0804
 GV0804;                    North         East    Units  Estimated Accuracy
 GV0804;SPC VA S     - 1,115,020.    3,640,080.      MT  (+/- 180 meters Scaled)
 GV0804
 GV0804                          SUPERSEDED SURVEY CONTROL
 GV0804
 GV0804  NGVD 29 (??/??/??)   12.005  (m)           39.39   (f) ADJUSTED    3 0
 GV0804
 GV0804.Superseded values are not recommended for survey control.
 GV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0804.See file dsdata.txt to determine how the superseded data were derived.
 GV0804
 GV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG300364(NAD 83)
 GV0804_MARKER: DB = BENCH MARK DISK
 GV0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0804_STAMPING: C 295 1945
 GV0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0804+STABILITY: SURFACE MOTION
 GV0804
 GV0804  HISTORY     - Date     Condition        Report By
 GV0804  HISTORY     - 1945     MONUMENTED       CGS
 GV0804  HISTORY     - 1961     GOOD             CGS
 GV0804  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0804  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0804  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0804
 GV0804                          STATION DESCRIPTION
 GV0804
 GV0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0804'1 MI E FROM HOLDCROFT.
 GV0804'1.0 MILE EAST ALONG SECONDARY STATE HIGHWAY 615 FROM THE JUNCTION
 GV0804'OF SECONDARY STATE HIGHWAY 624 AT HOLDCROFT, CHARLES CITY COUNTY,
 GV0804'AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 623, 35 FEET EAST
 GV0804'OF SECONDARY STATE HIGHWAY 615, 17 FEET SOUTHEAST OF THE CENTER
 GV0804'LINE OF SECONDARY STATE HIGHWAY 623, AND 2 FEET SOUTH OF A WHITE
 GV0804'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 295 1945 AND
 GV0804'SET IN THE TOP OF A CONCRETE POST.
 GV0804
 GV0804                          STATION RECOVERY (1996)
 GV0804
 GV0804'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0804'MARK NOT FOUND.
 GV0804
 GV0804                          STATION RECOVERY (2000)
 GV0804
 GV0804'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0804'ROAD HAS BEEN CHANGED AND STATION REMOVED.
 GV0804
 GV0804                          STATION RECOVERY (2001)
 GV0804
 GV0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0804'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0825 ***********************************************************************
 GV0825  DESIGNATION -  C 296
 GV0825  PID         -  GV0825
 GV0825  STATE/COUNTY-  VA/GLOUCESTER
 GV0825  USGS QUAD   -  GLOUCESTER (1986)
 GV0825
 GV0825                         *CURRENT SURVEY CONTROL
 GV0825  ___________________________________________________________________
 GV0825* NAD 83(1986)-  37 29 33.     (N)    076 32 28.     (W)     SCALED    
 GV0825* NAVD 88     -        32.963  (meters)     108.15   (feet)  ADJUSTED  
 GV0825  ___________________________________________________________________
 GV0825  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 GV0825  DYNAMIC HT  -          32.940 (meters)     108.07  (feet)  COMP
 GV0825  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 GV0825
 GV0825  VERT ORDER  -  THIRD
 GV0825
 GV0825.The horizontal coordinates were scaled from a topographic map and have
 GV0825.an estimated accuracy of +/- 6 seconds.
 GV0825
 GV0825.The orthometric height was determined by differential leveling
 GV0825.and adjusted by the National Geodetic Survey in June 1991..
 GV0825
 GV0825.The geoid height was determined by GEOID03.
 GV0825
 GV0825.The dynamic height is computed by dividing the NAVD 88
 GV0825.geopotential number by the normal gravity value computed on the
 GV0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0825.degrees latitude (g = 980.6199 gals.).
 GV0825
 GV0825.The modeled gravity was interpolated from observed gravity values.
 GV0825
 GV0825;                    North         East    Units  Estimated Accuracy
 GV0825;SPC VA S     - 1,130,440.    3,673,210.      MT  (+/- 180 meters Scaled)
 GV0825
 GV0825                          SUPERSEDED SURVEY CONTROL
 GV0825
 GV0825  NGVD 29 (??/??/??)   33.340  (m)          109.38   (f) ADJUSTED    3 0
 GV0825
 GV0825.Superseded values are not recommended for survey control.
 GV0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0825.See file dsdata.txt to determine how the superseded data were derived.
 GV0825
 GV0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG637506(NAD 83)
 GV0825_MARKER: DB = BENCH MARK DISK
 GV0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0825_STAMPING: C 296 1945
 GV0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0825+STABILITY: SURFACE MOTION
 GV0825
 GV0825  HISTORY     - Date     Condition        Report By
 GV0825  HISTORY     - 1945     MONUMENTED       CGS
 GV0825  HISTORY     - 1961     GOOD             CGS
 GV0825  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV0825  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0825
 GV0825                          STATION DESCRIPTION
 GV0825
 GV0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0825'AT PINERO.
 GV0825'2.8 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 606 FROM THE
 GV0825'INTERSECTION OF STATE HIGHWAY 198 AT HARCUM, AT PINERO, DIRECTLY
 GV0825'ACROSS THE ROAD FROM THE POST OFFICE AND R.R.H. DUTONS STORE, AND
 GV0825'IN THE CENTER OF THE TRIANGLE FORMED AT THE JUNCTION OF A DIRT
 GV0825'ROAD LEADING WEST (ASHLEY HILL ROAD).
 GV0825
 GV0825                          STATION RECOVERY (1997)
 GV0825
 GV0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0825'MARK NOT FOUND.
 GV0825
 GV0825                          STATION RECOVERY (2002)
 GV0825
 GV0825'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1738 ***********************************************************************
 GV1738  DESIGNATION -  C 297
 GV1738  PID         -  GV1738
 GV1738  STATE/COUNTY-  VA/CHARLES CITY
 GV1738  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1738
 GV1738                         *CURRENT SURVEY CONTROL
 GV1738  ___________________________________________________________________
 GV1738* NAD 83(1986)-  37 22 41.     (N)    077 04 45.     (W)     SCALED    
 GV1738* NAVD 88     -        29.346  (meters)      96.28   (feet)  ADJUSTED  
 GV1738  ___________________________________________________________________
 GV1738  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV1738  DYNAMIC HT  -          29.326 (meters)      96.21  (feet)  COMP
 GV1738  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 GV1738
 GV1738  VERT ORDER  -  THIRD
 GV1738
 GV1738.The horizontal coordinates were scaled from a topographic map and have
 GV1738.an estimated accuracy of +/- 6 seconds.
 GV1738
 GV1738.The orthometric height was determined by differential leveling
 GV1738.and adjusted by the National Geodetic Survey in June 1991..
 GV1738
 GV1738.The geoid height was determined by GEOID03.
 GV1738
 GV1738.The dynamic height is computed by dividing the NAVD 88
 GV1738.geopotential number by the normal gravity value computed on the
 GV1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1738.degrees latitude (g = 980.6199 gals.).
 GV1738
 GV1738.The modeled gravity was interpolated from observed gravity values.
 GV1738
 GV1738;                    North         East    Units  Estimated Accuracy
 GV1738;SPC VA S     - 1,116,890.    3,625,830.      MT  (+/- 180 meters Scaled)
 GV1738
 GV1738                          SUPERSEDED SURVEY CONTROL
 GV1738
 GV1738  NGVD 29 (??/??/??)   29.672  (m)           97.35   (f) ADJUSTED    3 0
 GV1738
 GV1738.Superseded values are not recommended for survey control.
 GV1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1738.See file dsdata.txt to determine how the superseded data were derived.
 GV1738
 GV1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG159388(NAD 83)
 GV1738_MARKER: DB = BENCH MARK DISK
 GV1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1738_STAMPING: C 297 1945
 GV1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1738+STABILITY: SURFACE MOTION
 GV1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1738+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV1738
 GV1738  HISTORY     - Date     Condition        Report By
 GV1738  HISTORY     - 1945     MONUMENTED       CGS
 GV1738  HISTORY     - 1962     GOOD             CGS
 GV1738  HISTORY     - 19960301 GOOD             USPSQD
 GV1738  HISTORY     - 20000927 GOOD             USPSQD
 GV1738  HISTORY     - 20010331 GOOD             NGS
 GV1738
 GV1738                          STATION DESCRIPTION
 GV1738
 GV1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1738'2.2 MI NW FROM CHARLES CITY.
 GV1738'1.3 MILES NORTH ALONG STATE HIGHWAY 155 FROM CHARLES CITY,
 GV1738'CHARLES CITY COUNTY, THENCE 0.9 MILE WEST ALONG SECONDARY
 GV1738'STATE HIGHWAY 602, 100 FEET SOUTH OF THE JUNCTION OF A DRIVE
 GV1738'LEADING WEST TO A HOUSE, AT THE JUNCTION OF A TRAIL LEADING
 GV1738'NORTHEAST, 28.9 FEET SOUTH OF THE TRAIL, 20 FEET EAST OF THE
 GV1738'HIGHWAY, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 GV1738'STANDARD DISK, STAMPED C 297 1945 AND SET IN THE TOP OF A
 GV1738'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- A
 GV1738'STEEL WITNESS POST WAS 1 FOOT EAST OF MARK.
 GV1738
 GV1738                          STATION RECOVERY (1996)
 GV1738
 GV1738'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1738'RECOVERED IN GOOD CONDITION.
 GV1738
 GV1738                          STATION RECOVERY (2000)
 GV1738
 GV1738'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1738'RECOVERED IN GOOD CONDITION.
 GV1738
 GV1738                          STATION RECOVERY (2001)
 GV1738
 GV1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0799 ***********************************************************************
 GV0799  DESIGNATION -  C 298
 GV0799  PID         -  GV0799
 GV0799  STATE/COUNTY-  VA/SURRY
 GV0799  USGS QUAD   -  CLAREMONT (1986)
 GV0799
 GV0799                         *CURRENT SURVEY CONTROL
 GV0799  ___________________________________________________________________
 GV0799* NAD 83(1986)-  37 12 01.     (N)    076 56 15.     (W)     SCALED    
 GV0799* NAVD 88     -        24.788  (meters)      81.33   (feet)  POSTED    
 GV0799  ___________________________________________________________________
 GV0799  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 GV0799  DYNAMIC HT  -          24.770 (meters)      81.27  (feet)  COMP
 GV0799  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 GV0799
 GV0799  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0799
 GV0799.The horizontal coordinates were scaled from a topographic map and have
 GV0799.an estimated accuracy of +/- 6 seconds.
 GV0799
 GV0799.The orthometric height was determined by differential leveling
 GV0799.and adjusted by the National Geodetic Survey in 1992..
 GV0799.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0799.rate of 0.0 thru 1.0 mm/km.
 GV0799
 GV0799.The geoid height was determined by GEOID03.
 GV0799
 GV0799.The dynamic height is computed by dividing the NAVD 88
 GV0799.geopotential number by the normal gravity value computed on the
 GV0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0799.degrees latitude (g = 980.6199 gals.).
 GV0799
 GV0799.The modeled gravity was interpolated from observed gravity values.
 GV0799
 GV0799;                    North         East    Units  Estimated Accuracy
 GV0799;SPC VA S     - 1,097,360.    3,638,700.      MT  (+/- 180 meters Scaled)
 GV0799
 GV0799                          SUPERSEDED SURVEY CONTROL
 GV0799
 GV0799  NGVD 29 (??/??/??)   25.151  (m)           82.52   (f) ADJUSTED    3 0
 GV0799
 GV0799.Superseded values are not recommended for survey control.
 GV0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0799.See file dsdata.txt to determine how the superseded data were derived.
 GV0799
 GV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG280188(NAD 83)
 GV0799_MARKER: DB = BENCH MARK DISK
 GV0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0799_STAMPING: C 298 1946
 GV0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0799+STABILITY: SURFACE MOTION
 GV0799
 GV0799  HISTORY     - Date     Condition        Report By
 GV0799  HISTORY     - 1946     MONUMENTED       CGS
 GV0799  HISTORY     - 1960     GOOD             CGS
 GV0799  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0799  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0799
 GV0799                          STATION DESCRIPTION
 GV0799
 GV0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0799'9.3 MI NW FROM SURRY.
 GV0799'9.3 MILES NORTHWEST OF SURRY, SURRY COUNTY.  THIS BENCH MARK MAY
 GV0799'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG
 GV0799'STATE HIGHWAY 31, THENCE 1.9 MILES WEST ALONG SECONDARY STATE
 GV0799'HIGHWAY 620, THENCE 1.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY
 GV0799'618, THENCE 3.6 MILES WEST ALONG SECONDARY STATE HIGHWAY 610,
 GV0799'AND THENCE 1.2 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626.
 GV0799'IT IS 50 FEET NORTHEAST OF A GATE, 49 FEET NORTHEAST OF A SMALL
 GV0799'(IN 1946) CEDAR TREE, 19 FEET NORTHEAST OF THE HIGHWAY, AND 2 FEET
 GV0799'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV0799'STAMPED C 298 1946 AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 GV0799'POST PROJECTING 3 INCHES ABOVE GROUND.
 GV0799
 GV0799                          STATION RECOVERY (1997)
 GV0799
 GV0799'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0799'MARK NOT FOUND.
 GV0799
 GV0799                          STATION RECOVERY (2002)
 GV0799
 GV0799'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0160 ***********************************************************************
 FW0160  DESIGNATION -  C 299
 FW0160  PID         -  FW0160
 FW0160  STATE/COUNTY-  VA/ACCOMACK
 FW0160  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0160
 FW0160                         *CURRENT SURVEY CONTROL
 FW0160  ___________________________________________________________________
 FW0160* NAD 83(1986)-  37 53 59.     (N)    075 19 59.     (W)     SCALED    
 FW0160* NAVD 88     -         1.559  (meters)       5.11   (feet)  POSTED    
 FW0160  ___________________________________________________________________
 FW0160  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0160  DYNAMIC HT  -           1.560 (meters)       5.12  (feet)  COMP
 FW0160  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 FW0160
 FW0160  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0160
 FW0160.The horizontal coordinates were scaled from a topographic map and have
 FW0160.an estimated accuracy of +/- 6 seconds.
 FW0160
 FW0160.The orthometric height was determined by differential leveling
 FW0160.and adjusted by the National Geodetic Survey in 1992..
 FW0160.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0160.rate of 1.1 thru 2.0 mm/km.
 FW0160
 FW0160.The geoid height was determined by GEOID03.
 FW0160
 FW0160.The dynamic height is computed by dividing the NAVD 88
 FW0160.geopotential number by the normal gravity value computed on the
 FW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0160.degrees latitude (g = 980.6199 gals.).
 FW0160
 FW0160.The modeled gravity was interpolated from observed gravity values.
 FW0160
 FW0160;                    North         East    Units  Estimated Accuracy
 FW0160;SPC VA S     - 1,178,510.    3,778,480.      MT  (+/- 180 meters Scaled)
 FW0160
 FW0160                          SUPERSEDED SURVEY CONTROL
 FW0160
 FW0160  NGVD 29 (??/??/??)    1.793  (m)            5.88   (f) ADJUSTED    1 2
 FW0160
 FW0160.Superseded values are not recommended for survey control.
 FW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0160.See file dsdata.txt to determine how the superseded data were derived.
 FW0160
 FW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG707947(NAD 83)
 FW0160_MARKER: DB = BENCH MARK DISK
 FW0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0160_STAMPING: C 299 1949
 FW0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0160+STABILITY: SURFACE MOTION
 FW0160
 FW0160  HISTORY     - Date     Condition        Report By
 FW0160  HISTORY     - 1949     MONUMENTED       CGS
 FW0160  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0160
 FW0160                          STATION DESCRIPTION
 FW0160
 FW0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0160'3.2 MI NE FROM ASSATEAGUE ISLAND.
 FW0160'3.2 MI NE ALONG THE BEACH FROM THE U.S. COAST GUARD STATION
 FW0160'AT THE SOUTH END OF ASSATEAGUE ISLAND, ACCOMACK COUNTY, ON THE
 FW0160'SOUTH SIDE OF A SAND DUNE (THIS IS THE FIRST HIGH DUNE AND
 FW0160'PROJECTS FARTHER TOWARD THE WATERS EDGE THAT THE OTHERS IN
 FW0160'THIS LOCALITY), AND 300 FEET WEST OF THE HIGH-WATER LINE.  A
 FW0160'STANDARD DISK, STAMPED C 299 1949 AND SET IN THE TOP OF A
 FW0160'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FW0160'NOTE-MARK MAY BE BURIED UNDER SHIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3324 ***********************************************************************
 HV3324  DESIGNATION -  C 3 USGS
 HV3324  PID         -  HV3324
 HV3324  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3324  USGS QUAD   -  SALEM CHURCH (1994)
 HV3324
 HV3324                         *CURRENT SURVEY CONTROL
 HV3324  ___________________________________________________________________
 HV3324* NAD 83(1986)-  38 16 46.     (N)    077 30 00.     (W)     SCALED    
 HV3324* NAVD 88     -        46.317  (meters)     151.96   (feet)  ADJUSTED  
 HV3324  ___________________________________________________________________
 HV3324  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3324  DYNAMIC HT  -          46.288 (meters)     151.86  (feet)  COMP
 HV3324  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 HV3324
 HV3324  VERT ORDER  -  SECOND    CLASS 0
 HV3324
 HV3324.The horizontal coordinates were scaled from a topographic map and have
 HV3324.an estimated accuracy of +/- 6 seconds.
 HV3324
 HV3324.The orthometric height was determined by differential leveling
 HV3324.and adjusted by the National Geodetic Survey in June 1991..
 HV3324
 HV3324.The geoid height was determined by GEOID03.
 HV3324
 HV3324.The dynamic height is computed by dividing the NAVD 88
 HV3324.geopotential number by the normal gravity value computed on the
 HV3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3324.degrees latitude (g = 980.6199 gals.).
 HV3324
 HV3324.The modeled gravity was interpolated from observed gravity values.
 HV3324
 HV3324;                    North         East    Units  Estimated Accuracy
 HV3324;SPC VA N     - 2,068,490.    3,587,490.      MT  (+/- 180 meters Scaled)
 HV3324
 HV3324                          SUPERSEDED SURVEY CONTROL
 HV3324
 HV3324  NGVD 29 (??/??/??)   46.577  (m)          152.81   (f) ADJUSTED    2 0
 HV3324
 HV3324.Superseded values are not recommended for survey control.
 HV3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3324.See file dsdata.txt to determine how the superseded data were derived.
 HV3324
 HV3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH813397(NAD 83)
 HV3324_MARKER: DD = SURVEY DISK
 HV3324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3324_SP_SET: BRIDGE ABUTMENT
 HV3324_STAMPING: C 3 1926
 HV3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3324
 HV3324  HISTORY     - Date     Condition        Report By
 HV3324  HISTORY     - 1926     MONUMENTED       USGS
 HV3324  HISTORY     - 1938     GOOD             CGS
 HV3324  HISTORY     - 1958     GOOD             CGS
 HV3324  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3324
 HV3324                          STATION DESCRIPTION
 HV3324
 HV3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3324'2.8 MI W FROM FREDERICKSBURG.
 HV3324'ABOUT 2.8 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3324'FREDERICKSBURG, SPOTSYLVANIA COUNTY, ABOUT 1,400 FEET EAST
 HV3324'OF MILEPOST 3, AT THE SOUTH END OF THE EAST ABUTMENT OF A
 HV3324'BRIDGE, AND IN THE TOP OF THE SECOND STEP BELOW THE TOP OF THE
 HV3324'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HV3324'STAMPED C 3 1926.
 HV3324
 HV3324                          STATION RECOVERY (1958)
 HV3324
 HV3324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HV3324'RECOVERED IN GOOD CONDITION.
 HV3324
 HV3324                          STATION RECOVERY (1984)
 HV3324
 HV3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3324'NOT RECOVERED, MARK IS INACCESSIBLE BUT IS BELIEVED TO EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0005 ***********************************************************************
 FY0005  DESIGNATION -  C 30
 FY0005  PID         -  FY0005
 FY0005  STATE/COUNTY-  VA/MECKLENBURG
 FY0005  USGS QUAD   -  FORT MITCHELL (1990)
 FY0005
 FY0005                         *CURRENT SURVEY CONTROL
 FY0005  ___________________________________________________________________
 FY0005* NAD 83(1986)-  36 52 32.     (N)    078 28 50.     (W)     SCALED    
 FY0005* NAVD 88     -       151.867  (meters)     498.25   (feet)  ADJUSTED  
 FY0005  ___________________________________________________________________
 FY0005  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FY0005  DYNAMIC HT  -         151.755 (meters)     497.88  (feet)  COMP
 FY0005  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 FY0005
 FY0005  VERT ORDER  -  FIRST     CLASS II
 FY0005
 FY0005.The horizontal coordinates were scaled from a topographic map and have
 FY0005.an estimated accuracy of +/- 6 seconds.
 FY0005
 FY0005.The orthometric height was determined by differential leveling
 FY0005.and adjusted by the National Geodetic Survey in June 1991..
 FY0005
 FY0005.The geoid height was determined by GEOID03.
 FY0005
 FY0005.The dynamic height is computed by dividing the NAVD 88
 FY0005.geopotential number by the normal gravity value computed on the
 FY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0005.degrees latitude (g = 980.6199 gals.).
 FY0005
 FY0005.The modeled gravity was interpolated from observed gravity values.
 FY0005
 FY0005;                    North         East    Units  Estimated Accuracy
 FY0005;SPC VA S     - 1,060,170.    3,501,730.      MT  (+/- 180 meters Scaled)
 FY0005
 FY0005                          SUPERSEDED SURVEY CONTROL
 FY0005
 FY0005  NGVD 29 (03/05/92)  152.097  (m)          499.00   (f) ADJUSTED    1 2
 FY0005
 FY0005.Superseded values are not recommended for survey control.
 FY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0005.See file dsdata.txt to determine how the superseded data were derived.
 FY0005
 FY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA245840(NAD 83)
 FY0005_MARKER: DB = BENCH MARK DISK
 FY0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0005_STAMPING: 498.946 C 30 1932
 FY0005_PROJECTION: PROJECTING 15 CENTIMETERS
 FY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0005+STABILITY: SURFACE MOTION
 FY0005
 FY0005  HISTORY     - Date     Condition        Report By
 FY0005  HISTORY     - 1932     MONUMENTED       CGS
 FY0005  HISTORY     - 1963     GOOD             NGS
 FY0005  HISTORY     - 1978     GOOD             NGS
 FY0005  HISTORY     - 20051021 MARK NOT FOUND   USPSQD
 FY0005
 FY0005                          STATION DESCRIPTION
 FY0005
 FY0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0005'AT FINNEYWOOD.
 FY0005'RECOVERED AS DESCRIBED EXCEPT THE STATION, STORE AND POST OFFICE
 FY0005'ARE GONE.  A STEEL WITNESS POST WAS SET 0.5 FOOT NORTH OF MARK.
 FY0005'AT FINNEYWOOD, MECKLENBURG COUNTY, ON THE SOUTHERN RAILWAY, 200
 FY0005'YARDS NORTH OF THE NORTH END OF THE STATION, 100 YARDS NORTH OF
 FY0005'A COUNTRY STORE AND POST OFFICE, 50 YARDS EAST OF AN OLD WOODEN
 FY0005'BARN, IN THE NORTHWEST ANGLE OF A SECONDARY-ROAD CROSSING, 61
 FY0005'FEET NORTH OF THE CENTERLINE OF THE ROAD, 26.2 FEET WEST OF THE
 FY0005'WEST RAIL, 3 FEET NORTHEAST OF A POLE, AND ABOUT 1-1/2 FEET
 FY0005'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED 498.946 C 30 1932
 FY0005'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 FY0005'GROUND.
 FY0005
 FY0005                          STATION RECOVERY (1978)
 FY0005
 FY0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0005'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION
 FY0005'WITH STATE HIGHWAY 47 IN CHASE CITY, AND THENCE 3.7 MILES NORTH
 FY0005'ALONG COUNTY ROAD 682.  SET ON THE NORTHWEST CORNER OF THE INTER-
 FY0005'SECTION OF THE ROAD AND THE SOUTHERN RAILROAD, 61 FEET NORTH OF THE
 FY0005'CENTERLINE OF THE ROAD, AND 26.2 FEET WEST OF THE WEST RAIL.
 FY0005'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FY0005'THE MARK IS 1 FT ABOVE THE RAIL.
 FY0005
 FY0005                          STATION RECOVERY (2005)
 FY0005
 FY0005'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0005'AREA HAS BEEN LANDSCAPED AND DOES NOT FIT THE DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0752 ***********************************************************************
 GW0752  DESIGNATION -  C 30
 GW0752  PID         -  GW0752
 GW0752  STATE/COUNTY-  VA/ALBEMARLE
 GW0752  USGS QUAD   -  ESMONT (1987)
 GW0752
 GW0752                         *CURRENT SURVEY CONTROL
 GW0752  ___________________________________________________________________
 GW0752* NAD 83(1986)-  37 49 18.     (N)    078 30 51.     (W)     SCALED    
 GW0752* NAVD 88     -       126.401  (meters)     414.70   (feet)  ADJUSTED  
 GW0752  ___________________________________________________________________
 GW0752  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW0752  DYNAMIC HT  -         126.313 (meters)     414.41  (feet)  COMP
 GW0752  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 GW0752
 GW0752  VERT ORDER  -  SECOND    CLASS 0
 GW0752
 GW0752.The horizontal coordinates were scaled from a topographic map and have
 GW0752.an estimated accuracy of +/- 6 seconds.
 GW0752
 GW0752.The orthometric height was determined by differential leveling
 GW0752.and adjusted by the National Geodetic Survey in June 1991..
 GW0752
 GW0752.The geoid height was determined by GEOID03.
 GW0752
 GW0752.The dynamic height is computed by dividing the NAVD 88
 GW0752.geopotential number by the normal gravity value computed on the
 GW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0752.degrees latitude (g = 980.6199 gals.).
 GW0752
 GW0752.The modeled gravity was interpolated from observed gravity values.
 GW0752
 GW0752;                    North         East    Units  Estimated Accuracy
 GW0752;SPC VA S     - 1,165,170.    3,498,750.      MT  (+/- 180 meters Scaled)
 GW0752
 GW0752                          SUPERSEDED SURVEY CONTROL
 GW0752
 GW0752  NGVD 29 (??/??/92)  126.672  (m)          415.59   (f) ADJ UNCH    2 0
 GW0752
 GW0752.Superseded values are not recommended for survey control.
 GW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0752.See file dsdata.txt to determine how the superseded data were derived.
 GW0752
 GW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB187889(NAD 83)
 GW0752_MARKER: DD = SURVEY DISK
 GW0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0752_STAMPING: C 30 1926
 GW0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0752+STABILITY: SURFACE MOTION
 GW0752
 GW0752  HISTORY     - Date     Condition        Report By
 GW0752  HISTORY     - 1926     MONUMENTED       USGS
 GW0752  HISTORY     - 1964     GOOD             NGS
 GW0752
 GW0752                          STATION DESCRIPTION
 GW0752
 GW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0752'2 MI NW FROM SCOTTSVILLE.
 GW0752'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 613, 30 FEET EAST OF THE
 GW0752'ENTRANCE LEADING TO FAIRVIEW FARM, NORTHEAST OF THE HIGHWAY, AT
 GW0752'AN IRON BAR FENCE, IN THE TOP OF THE EAST BASE OF A CONCRETE
 GW0752'FENCE POST, AND SET VERTICALLY.  NOTE-- THE ROAD NUMBER IS NOW
 GW0752'STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0546 ***********************************************************************
 FX0546  DESIGNATION -  C 306
 FX0546  PID         -  FX0546
 FX0546  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0546  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0546
 FX0546                         *CURRENT SURVEY CONTROL
 FX0546  ___________________________________________________________________
 FX0546* NAD 83(1986)-  36 50 18.     (N)    076 01 52.     (W)     SCALED    
 FX0546* NAVD 88     -         4.989  (meters)      16.37   (feet)  ADJUSTED  
 FX0546  ___________________________________________________________________
 FX0546  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 FX0546  DYNAMIC HT  -           4.985 (meters)      16.36  (feet)  COMP
 FX0546  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 FX0546
 FX0546  VERT ORDER  -  FIRST     CLASS II
 FX0546
 FX0546.The horizontal coordinates were scaled from a topographic map and have
 FX0546.an estimated accuracy of +/- 6 seconds.
 FX0546
 FX0546.The orthometric height was determined by differential leveling
 FX0546.and adjusted by the National Geodetic Survey in June 1991..
 FX0546
 FX0546.The geoid height was determined by GEOID03.
 FX0546
 FX0546.The dynamic height is computed by dividing the NAVD 88
 FX0546.geopotential number by the normal gravity value computed on the
 FX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0546.degrees latitude (g = 980.6199 gals.).
 FX0546
 FX0546.The modeled gravity was interpolated from observed gravity values.
 FX0546
 FX0546;                    North         East    Units  Estimated Accuracy
 FX0546;SPC VA S     - 1,058,920.    3,720,200.      MT  (+/- 180 meters Scaled)
 FX0546
 FX0546                          SUPERSEDED SURVEY CONTROL
 FX0546
 FX0546  NGVD 29 (??/??/92)    5.24   (m)           17.2    (f) COMPUTED    1 2
 FX0546
 FX0546.Superseded values are not recommended for survey control.
 FX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0546.See file dsdata.txt to determine how the superseded data were derived.
 FX0546
 FX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF080774(NAD 83)
 FX0546_MARKER: DB = BENCH MARK DISK
 FX0546_SETTING: 0 = UNSPECIFIED SETTING
 FX0546_STAMPING: C 306 1952
 FX0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0546
 FX0546  HISTORY     - Date     Condition        Report By
 FX0546  HISTORY     - 1952     MONUMENTED       CGS
 FX0546  HISTORY     - 1959     GOOD             NGS
 FX0546  HISTORY     - 1963     MARK NOT FOUND   NGS
 FX0546
 FX0546                          STATION DESCRIPTION
 FX0546
 FX0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0546'AT OCEANA.
 FX0546'LOCATED IN OCEANA, ABOUT 0.4 MILE SOUTH ALONG COURTHOUSE ROAD
 FX0546'FROM THE INTERSECTION OF U.S. HIGHWAY 58, THENCE ABOUT 0.5 MILE
 FX0546'WEST ALONG BLACK TOP ROAD, AT THE NORTH GATE OF OCEANA NAVAL AIR
 FX0546'STATION.  IT IS IN LINE WITH THE EAST FACE OF THE GUARD BUILDING,
 FX0546'21.5 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 56 FEET
 FX0546'SOUTH OF THE CENTERLINE OF THE BLACK TOP ROAD, AND PROJECTS ABOUT
 FX0546'3 INCHES.  MARK IS NOW LOCATED AT NORTH GATE, THE BUILDING HAS BEEN
 FX0546'MOVED AND THE TELEPHONE POLE HAS BEEN REMOVED.
 FX0546
 FX0546                          STATION RECOVERY (1963)
 FX0546
 FX0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0131 ***********************************************************************
 FX0131  DESIGNATION -  C 307
 FX0131  PID         -  FX0131
 FX0131  STATE/COUNTY-  VA/C OF NORFOLK
 FX0131  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0131
 FX0131                         *CURRENT SURVEY CONTROL
 FX0131  ___________________________________________________________________
 FX0131* NAD 83(1986)-  36 51 06.     (N)    076 17 11.     (W)     SCALED    
 FX0131* NAVD 88     -         4.434  (meters)      14.55   (feet)  ADJUSTED  
 FX0131  ___________________________________________________________________
 FX0131  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0131  DYNAMIC HT  -           4.430 (meters)      14.53  (feet)  COMP
 FX0131  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 FX0131
 FX0131  VERT ORDER  -  FIRST     CLASS I
 FX0131
 FX0131.The horizontal coordinates were scaled from a topographic map and have
 FX0131.an estimated accuracy of +/- 6 seconds.
 FX0131
 FX0131.The orthometric height was determined by differential leveling
 FX0131.and adjusted by the National Geodetic Survey in June 1991..
 FX0131.WARNING-Repeat measurements at this control monument indicate possible
 FX0131.vertical movement.
 FX0131
 FX0131.The geoid height was determined by GEOID03.
 FX0131
 FX0131.The dynamic height is computed by dividing the NAVD 88
 FX0131.geopotential number by the normal gravity value computed on the
 FX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0131.degrees latitude (g = 980.6199 gals.).
 FX0131
 FX0131.The modeled gravity was interpolated from observed gravity values.
 FX0131
 FX0131;                    North         East    Units  Estimated Accuracy
 FX0131;SPC VA S     - 1,059,840.    3,697,400.      MT  (+/- 180 meters Scaled)
 FX0131
 FX0131                          SUPERSEDED SURVEY CONTROL
 FX0131
 FX0131  NGVD 29 (??/??/92)    4.682  (m)           15.36   (f) ADJ UNCH    1 1
 FX0131
 FX0131.Superseded values are not recommended for survey control.
 FX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0131.See file dsdata.txt to determine how the superseded data were derived.
 FX0131
 FX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF853791(NAD 83)
 FX0131_MARKER: DB = BENCH MARK DISK
 FX0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0131_SP_SET: WATER TABLE
 FX0131_STAMPING: C 307 1952
 FX0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0131+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0131
 FX0131  HISTORY     - Date     Condition        Report By
 FX0131  HISTORY     - 1952     MONUMENTED       CGS
 FX0131  HISTORY     - 1971     GOOD             NGS
 FX0131  HISTORY     - 1988     GOOD             USPSQD
 FX0131  HISTORY     - 19910203 GOOD             USPSQD
 FX0131  HISTORY     - 19981003 GOOD             USPSQD
 FX0131  HISTORY     - 20010714 GOOD             USPSQD
 FX0131  HISTORY     - 20031108 GOOD             USPSQD
 FX0131  HISTORY     - 20060216 GOOD             USPSQD
 FX0131
 FX0131                          STATION DESCRIPTION
 FX0131
 FX0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0131'AT NORFOLK.
 FX0131'AT NORFOLK, ABOUT 113 YARDS EAST ALONG BUTE STREET FROM THE
 FX0131'JUNCTION OF ST. PAULS BOULEVARD, SET VERTICALLY IN THE SOUTH
 FX0131'FACE OF THE WATER TABLE AND 2.5 FEET EAST OF THE SOUTHWEST
 FX0131'CORNER OF THE FIRST BAPTIST CHURCH BUILDING, 12 FEET NORTH
 FX0131'OF THE NORTH CURB OF THE STREET, AND ABOUT 2 1/2 FEET ABOVE THE
 FX0131'LEVEL OF THE SIDEWALK.  NOTE-- THIS MARK IS ABOUT 0.7 MILE
 FX0131'SOUTH OF BENCH MARK K 283.
 FX0131
 FX0131                          STATION RECOVERY (1988)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 FX0131'RECOVERED IN GOOD CONDITION.
 FX0131
 FX0131                          STATION RECOVERY (1991)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 1991 (CDM)
 FX0131'RECOVERED IN GOOD CONDITION.
 FX0131
 FX0131                          STATION RECOVERY (1998)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0131'RECOVERED IN GOOD CONDITION.
 FX0131
 FX0131                          STATION RECOVERY (2001)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0131'RECOVERED IN GOOD CONDITION.
 FX0131
 FX0131                          STATION RECOVERY (2003)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0131'RECOVERED IN GOOD CONDITION.
 FX0131
 FX0131                          STATION RECOVERY (2006)
 FX0131
 FX0131'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0166 ***********************************************************************
 FX0166  DESIGNATION -  C 308
 FX0166  PID         -  FX0166
 FX0166  STATE/COUNTY-  VA/C OF NORFOLK
 FX0166  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0166
 FX0166                         *CURRENT SURVEY CONTROL
 FX0166  ___________________________________________________________________
 FX0166* NAD 83(1986)-  36 49 08.     (N)    076 18 23.     (W)     SCALED    
 FX0166* NAVD 88     -         2.062  (meters)       6.77   (feet)  ADJUSTED  
 FX0166  ___________________________________________________________________
 FX0166  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0166  DYNAMIC HT  -           2.060 (meters)       6.76  (feet)  COMP
 FX0166  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 FX0166
 FX0166  VERT ORDER  -  FIRST     CLASS I
 FX0166
 FX0166.The horizontal coordinates were scaled from a topographic map and have
 FX0166.an estimated accuracy of +/- 6 seconds.
 FX0166
 FX0166.The orthometric height was determined by differential leveling
 FX0166.and adjusted by the National Geodetic Survey in June 1991..
 FX0166.WARNING-Repeat measurements at this control monument indicate possible
 FX0166.vertical movement.
 FX0166
 FX0166.The geoid height was determined by GEOID03.
 FX0166
 FX0166.The dynamic height is computed by dividing the NAVD 88
 FX0166.geopotential number by the normal gravity value computed on the
 FX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0166.degrees latitude (g = 980.6199 gals.).
 FX0166
 FX0166.The modeled gravity was interpolated from observed gravity values.
 FX0166
 FX0166;                    North         East    Units  Estimated Accuracy
 FX0166;SPC VA S     - 1,056,160.    3,695,700.      MT  (+/- 180 meters Scaled)
 FX0166
 FX0166                          SUPERSEDED SURVEY CONTROL
 FX0166
 FX0166  NGVD 29 (??/??/92)    2.313  (m)            7.59   (f) ADJ UNCH    1 1
 FX0166
 FX0166.Superseded values are not recommended for survey control.
 FX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0166.See file dsdata.txt to determine how the superseded data were derived.
 FX0166
 FX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF834755(NAD 83)
 FX0166_MARKER: DB = BENCH MARK DISK
 FX0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0166_SP_SET: VALVE PIT
 FX0166_STAMPING: C 308 1952
 FX0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0166
 FX0166  HISTORY     - Date     Condition        Report By
 FX0166  HISTORY     - 1952     MONUMENTED       CGS
 FX0166  HISTORY     - 1971     POOR             NGS
 FX0166  HISTORY     - 1978     POOR             NGS
 FX0166  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 FX0166  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 FX0166
 FX0166                          STATION DESCRIPTION
 FX0166
 FX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0166'AT PORTSMOUTH.
 FX0166'AT PORTSMOUTH, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 FX0166'PORTSMOUTH BOULEVARD AND EFFINGHAM STREET, SET ON THE TOP OF
 FX0166'THE SOUTHEAST CORNER OF A RECTANGULAR SHAPED CONCRETE VALVE
 FX0166'PIT UNDER A LARGE WATER TANK.  NOTE-- THE SOUTHEAST CORNER OF
 FX0166'THE CONCRETE HAS DROPPED AND THE CONCRETE IS DETERIORATING.
 FX0166'THE MARK WAS NOT LEVELED TO BY THIS PARTY IN 1971 DUE TO THE
 FX0166'CONDITION AND THE LOCATION INSIDE A FENCE WITH A LOCKED GATE.
 FX0166
 FX0166                          STATION RECOVERY (1978)
 FX0166
 FX0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0166'NOTE=THIS MARK IS INSIDE OF A LOCKED FENCE AND IS INACCESSABLE AND IN
 FX0166'POOR CONDITION.  OMITTED FROM 1978-1979 LEVELING.
 FX0166
 FX0166                          STATION RECOVERY (1999)
 FX0166
 FX0166'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0166'MARK NOT FOUND.
 FX0166
 FX0166                          STATION RECOVERY (2001)
 FX0166
 FX0166'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0166'SE CORNER OF COVER FOR VALVE PIT HAS BEEN REPAIRED. STATION HAS EITHER
 FX0166'BEEN REMOVED FOR CONCRETE REPAIR OR CONCRETE HAS BEEN PLACED ON TOP OF
 FX0166'THE STATION. SUGGEST NEW/REPLACEMENT STATION BE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0195 ***********************************************************************
 FX0195  DESIGNATION -  C 309
 FX0195  PID         -  FX0195
 FX0195  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX0195  USGS QUAD   -  BOWERS HILL (1986)
 FX0195
 FX0195                         *CURRENT SURVEY CONTROL
 FX0195  ___________________________________________________________________
 FX0195* NAD 83(1986)-  36 51 53.     (N)    076 23 53.     (W)     SCALED    
 FX0195* NAVD 88     -         5.404  (meters)      17.73   (feet)  ADJUSTED  
 FX0195  ___________________________________________________________________
 FX0195  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX0195  DYNAMIC HT  -           5.400 (meters)      17.72  (feet)  COMP
 FX0195  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 FX0195
 FX0195  VERT ORDER  -  FIRST     CLASS I
 FX0195
 FX0195.The horizontal coordinates were scaled from a topographic map and have
 FX0195.an estimated accuracy of +/- 6 seconds.
 FX0195
 FX0195.The orthometric height was determined by differential leveling
 FX0195.and adjusted by the National Geodetic Survey in June 1991..
 FX0195.WARNING-Repeat measurements at this control monument indicate possible
 FX0195.vertical movement.
 FX0195
 FX0195.The geoid height was determined by GEOID03.
 FX0195
 FX0195.The dynamic height is computed by dividing the NAVD 88
 FX0195.geopotential number by the normal gravity value computed on the
 FX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0195.degrees latitude (g = 980.6199 gals.).
 FX0195
 FX0195.The modeled gravity was interpolated from observed gravity values.
 FX0195
 FX0195;                    North         East    Units  Estimated Accuracy
 FX0195;SPC VA S     - 1,061,060.    3,687,410.      MT  (+/- 180 meters Scaled)
 FX0195
 FX0195                          SUPERSEDED SURVEY CONTROL
 FX0195
 FX0195  NGVD 29 (??/??/92)    5.641  (m)           18.51   (f) ADJ UNCH    1 1
 FX0195
 FX0195.Superseded values are not recommended for survey control.
 FX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0195.See file dsdata.txt to determine how the superseded data were derived.
 FX0195
 FX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF753807(NAD 83)
 FX0195_MARKER: DB = BENCH MARK DISK
 FX0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0195_SP_SET: BUILDING
 FX0195_STAMPING: C 309 1952
 FX0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0195
 FX0195  HISTORY     - Date     Condition        Report By
 FX0195  HISTORY     - 1952     MONUMENTED       CGS
 FX0195  HISTORY     - 1971     GOOD             NGS
 FX0195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0195
 FX0195                          STATION DESCRIPTION
 FX0195
 FX0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0195'AT PORTSMOUTH.
 FX0195'AT PORTSMOUTH, ABOUT 0.55 MILE NORTHWEST ALONG CHURCHLAND
 FX0195'BOULEVARD (OLD U.S. HIGHWAY 17) FROM THE CHURCHLAND HIGH SCHOOL,
 FX0195'0.1 MILE NORTHWEST OF THE POST OFFICE AT CHURCHLAND (A SUBDIVISION
 FX0195'OF PORTSMOUTH), NEAR THE PORTSMOUTH-CHESAPEAKE CITY LINE, SET
 FX0195'VERTICALLY IN THE NORTH FACE AND 1.5 FEET EAST OF THE NORTHWEST
 FX0195'CORNER OF THE CHURCHLAND GRADE SCHOOL, 288 FEET SOUTH OF
 FX0195'THE CENTER LINE OF THE BOULEVARD, AND ABOUT 2 1/2 FEET ABOVE
 FX0195'THE LEVEL OF THE GROUND.
 FX0195
 FX0195                          STATION RECOVERY (2001)
 FX0195
 FX0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0681 ***********************************************************************
 FY0681  DESIGNATION -  C 31
 FY0681  PID         -  FY0681
 FY0681  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0681  USGS QUAD   -  BLAIRS (1990)
 FY0681
 FY0681                         *CURRENT SURVEY CONTROL
 FY0681  ___________________________________________________________________
 FY0681* NAD 83(1986)-  36 37 30.     (N)    079 22 08.     (W)     SCALED    
 FY0681* NAVD 88     -       144.407  (meters)     473.78   (feet)  ADJUSTED  
 FY0681  ___________________________________________________________________
 FY0681  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FY0681  DYNAMIC HT  -         144.290 (meters)     473.39  (feet)  COMP
 FY0681  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 FY0681
 FY0681  VERT ORDER  -  FIRST     CLASS II
 FY0681
 FY0681.The horizontal coordinates were scaled from a topographic map and have
 FY0681.an estimated accuracy of +/- 6 seconds.
 FY0681
 FY0681.The orthometric height was determined by differential leveling
 FY0681.and adjusted by the National Geodetic Survey in June 1991..
 FY0681
 FY0681.The geoid height was determined by GEOID03.
 FY0681
 FY0681.The dynamic height is computed by dividing the NAVD 88
 FY0681.geopotential number by the normal gravity value computed on the
 FY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0681.degrees latitude (g = 980.6199 gals.).
 FY0681
 FY0681.The modeled gravity was interpolated from observed gravity values.
 FY0681
 FY0681;                    North         East    Units  Estimated Accuracy
 FY0681;SPC VA S     - 1,032,730.    3,422,280.      MT  (+/- 180 meters Scaled)
 FY0681
 FY0681                          SUPERSEDED SURVEY CONTROL
 FY0681
 FY0681  NGVD 29 (??/??/92)  144.659  (m)          474.60   (f) ADJ UNCH    1 2
 FY0681
 FY0681.Superseded values are not recommended for survey control.
 FY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0681.See file dsdata.txt to determine how the superseded data were derived.
 FY0681
 FY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA458545(NAD 83)
 FY0681_MARKER: DB = BENCH MARK DISK
 FY0681_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FY0681_STAMPING: 474.638 C 31 1932
 FY0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0681
 FY0681  HISTORY     - Date     Condition        Report By
 FY0681  HISTORY     - 1932     MONUMENTED       CGS
 FY0681  HISTORY     - 1935     GOOD             NGS
 FY0681
 FY0681                          STATION DESCRIPTION
 FY0681
 FY0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FY0681'3.3 MI N FROM DANVILLE.
 FY0681'ABOUT 3.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM DANVILLE,
 FY0681'PITTSYLVANIA COUNTY, ABOUT 817 YARDS SOUTH OF MILEPOST 202,
 FY0681'ABOUT 558 FEET NORTH OF RV 59, DESCRIBED ABOVE, 171 FEET SOUTH
 FY0681'OF A 2-1/2-FOOT PIPE CULVERT, IN A CUT, 20 FEET WEST OF THE WEST
 FY0681'RAIL, IN THE TOP OF A ROCK, AND ABOUT 2-1/2 FEET HIGHER THAN
 FY0681'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 474.638 C 31 1932.
 FY0681
 FY0681                          STATION RECOVERY (1935)
 FY0681
 FY0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0162 ***********************************************************************
 GW0162  DESIGNATION -  C 31 USGS
 GW0162  PID         -  GW0162
 GW0162  STATE/COUNTY-  VA/ALBEMARLE
 GW0162  USGS QUAD   -  SCOTTSVILLE (1974)
 GW0162
 GW0162                         *CURRENT SURVEY CONTROL
 GW0162  ___________________________________________________________________
 GW0162* NAD 83(1986)-  37 47 56.     (N)    078 29 42.     (W)     SCALED    
 GW0162* NAVD 88     -        84.155  (meters)     276.10   (feet)  ADJUSTED  
 GW0162  ___________________________________________________________________
 GW0162  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0162  DYNAMIC HT  -          84.096 (meters)     275.90  (feet)  COMP
 GW0162  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 GW0162
 GW0162  VERT ORDER  -  FIRST     CLASS II
 GW0162
 GW0162.The horizontal coordinates were scaled from a topographic map and have
 GW0162.an estimated accuracy of +/- 6 seconds.
 GW0162
 GW0162.The orthometric height was determined by differential leveling
 GW0162.and adjusted by the National Geodetic Survey in June 1991..
 GW0162
 GW0162.The geoid height was determined by GEOID03.
 GW0162
 GW0162.The dynamic height is computed by dividing the NAVD 88
 GW0162.geopotential number by the normal gravity value computed on the
 GW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0162.degrees latitude (g = 980.6199 gals.).
 GW0162
 GW0162.The modeled gravity was interpolated from observed gravity values.
 GW0162
 GW0162;                    North         East    Units  Estimated Accuracy
 GW0162;SPC VA S     - 1,162,640.    3,500,440.      MT  (+/- 180 meters Scaled)
 GW0162
 GW0162                          SUPERSEDED SURVEY CONTROL
 GW0162
 GW0162  NGVD 29 (??/??/92)   84.430  (m)          277.00   (f) ADJ UNCH    1 2
 GW0162
 GW0162.Superseded values are not recommended for survey control.
 GW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0162.See file dsdata.txt to determine how the superseded data were derived.
 GW0162
 GW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB205864(NAD 83)
 GW0162_MARKER: DD = SURVEY DISK
 GW0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0162_SP_SET: CONCRETE BASE
 GW0162_STAMPING: 276.994 C 31 1926
 GW0162_MARK LOGO: USGS  
 GW0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0162
 GW0162  HISTORY     - Date     Condition        Report By
 GW0162  HISTORY     - 1926     MONUMENTED       USGS
 GW0162  HISTORY     - 1964     GOOD             NGS
 GW0162  HISTORY     - 1973     GOOD             USGS
 GW0162  HISTORY     - 1983     GOOD             NGS
 GW0162
 GW0162                          STATION DESCRIPTION
 GW0162
 GW0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0162'AT SCOTTSVILLE.
 GW0162'AT SCOTTSVILLE, ALBEMARLE COUNTY, AT THE SOUTHWEST CORNER OF THE
 GW0162'INTERSECTION OF MAIN AND VALLEY STREETS, AT THE C.R. DORRIER AND
 GW0162'CO. GENERAL STORE, AT AN IRON COLUMN, IN THE TOP OF THE CORNER
 GW0162'(NEAREST THE DOOR) OF THE CONCRETE BASE, AND ABOUT 1.9 FEET
 GW0162'ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GW0162'DISK, STAMPED 276.994 C 31 1926.
 GW0162
 GW0162                          STATION RECOVERY (1973)
 GW0162
 GW0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GW0162'RECOVERED IN GOOD CONDITION.
 GW0162
 GW0162                          STATION RECOVERY (1983)
 GW0162
 GW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0162'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SCOTTSVILLE,
 GW0162'AT THE JUNCTION OF STATE HIGHWAYS 6, 20 AND VALLEY STREET, AT THE
 GW0162'SKIPPYS MARKET, IN TOP OF THE CORNER NEAREST THE DOOR, AT AN IRON
 GW0162'COLUMN, 0.16 KM (0.1 MI) EAST OF THE POST OFFICE, 6.40 METERS
 GW0162'(21.0 FT) SOUTH OF THE CENTERLINE OF VALLEY STREET, 9.14 METERS
 GW0162'(30.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 20, 10.06 METERS (33.0 FT)
 GW0162'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAYS.
 GW0162'THE MARK IS 0.58 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0047 ***********************************************************************
 FX0047  DESIGNATION -  C 310
 FX0047  PID         -  FX0047
 FX0047  STATE/COUNTY-  VA/C OF NORFOLK
 FX0047  USGS QUAD   -  LITTLE CREEK (1989)
 FX0047
 FX0047                         *CURRENT SURVEY CONTROL
 FX0047  ___________________________________________________________________
 FX0047* NAD 83(1986)-  36 57 02.     (N)    076 14 49.     (W)     SCALED    
 FX0047* NAVD 88     -         4.526  (meters)      14.85   (feet)  ADJUSTED  
 FX0047  ___________________________________________________________________
 FX0047  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FX0047  DYNAMIC HT  -           4.523 (meters)      14.84  (feet)  COMP
 FX0047  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 FX0047  OBS GRAVITY -     979,873.8   (mgal)                       GRAV_OBS
 FX0047
 FX0047  VERT ORDER  -  FIRST     CLASS I
 FX0047
 FX0047.The horizontal coordinates were scaled from a topographic map and have
 FX0047.an estimated accuracy of +/- 6 seconds.
 FX0047
 FX0047.The orthometric height was determined by differential leveling
 FX0047.and adjusted by the National Geodetic Survey in June 1991..
 FX0047
 FX0047.The geoid height was determined by GEOID03.
 FX0047
 FX0047.The dynamic height is computed by dividing the NAVD 88
 FX0047.geopotential number by the normal gravity value computed on the
 FX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0047.degrees latitude (g = 980.6199 gals.).
 FX0047
 FX0047.The modeled gravity was interpolated from observed gravity values.
 FX0047.The observed gravity was obtained from relative gravimeter ties
 FX0047.to the IGSN71 gravity network.
 FX0047
 FX0047;                    North         East    Units  Estimated Accuracy
 FX0047;SPC VA S     - 1,070,890.    3,700,650.      MT  (+/- 180 meters Scaled)
 FX0047
 FX0047                          SUPERSEDED SURVEY CONTROL
 FX0047
 FX0047  NGVD 29 (??/??/92)    4.776  (m)           15.67   (f) ADJ UNCH    1 1
 FX0047
 FX0047.Superseded values are not recommended for survey control.
 FX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0047.See file dsdata.txt to determine how the superseded data were derived.
 FX0047
 FX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF889901(NAD 83)
 FX0047_MARKER: DB = BENCH MARK DISK
 FX0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0047_SP_SET: BUILDING
 FX0047_STAMPING: C 310 1952
 FX0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0047
 FX0047  HISTORY     - Date     Condition        Report By
 FX0047  HISTORY     - 1952     MONUMENTED       CGS
 FX0047  HISTORY     - 1972     GOOD             NGS
 FX0047  HISTORY     - 1978     GOOD             DMA
 FX0047  HISTORY     - 1979     GOOD             NGS
 FX0047  HISTORY     - 1989     GOOD             USPSQD
 FX0047  HISTORY     - 19970528 MARK NOT FOUND   USPSQD
 FX0047  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 FX0047
 FX0047                          STATION DESCRIPTION
 FX0047
 FX0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0047'1 MI SE FROM OCEAN VIEW.
 FX0047'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE
 FX0047'JUNCTION OF STATE HIGHWAY 168 AT OCEAN VIEW (A SUB-DIVISION OF
 FX0047'NORFOLK), AT THE JUNCTION OF NORFOLK STREET, 23 FEET SOUTHWEST
 FX0047'OF THE SOUTHWEST CURB OF THE HIGHWAY, SET VERTICALLY IN THE
 FX0047'NORTHEAST BRICK FACE FOR THE NORTHEAST WING OF HOTEL PINE CREST,
 FX0047'1 FOOT NORTHWEST OF THE EAST CORNER OF NORTHEAST WING, 59 1/2
 FX0047'FEET NORTHWEST OF THE CENTER LINE ENTRANCE WITH ARCH SHAPED
 FX0047'BALCONY FOR HOTEL, 31 FEET SOUTHEAST OF THE CENTER LINE ENTRANCE
 FX0047'WITH SQUARE SHAPED BALCONY FOR HOTEL, AND 2 1/2 FEET ABOVE
 FX0047'THE LEVEL OF THE WALK.
 FX0047
 FX0047                          STATION RECOVERY (1978)
 FX0047
 FX0047'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0047'RECOVERED IN GOOD CONDITION.
 FX0047
 FX0047                          STATION RECOVERY (1979)
 FX0047
 FX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0047'RECOVERED IN GOOD CONDITION.
 FX0047
 FX0047                          STATION RECOVERY (1989)
 FX0047
 FX0047'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDM)
 FX0047'RECOVERED IN GOOD CONDITION.
 FX0047
 FX0047                          STATION RECOVERY (1997)
 FX0047
 FX0047'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0047'MARK NOT FOUND.
 FX0047
 FX0047                          STATION RECOVERY (2002)
 FX0047
 FX0047'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0047'SHOULD CONSIDER MARK LOST DUE TO BUILDING DEMOLISHED AND REMOVED FROM
 FX0047'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0079 ***********************************************************************
 FW0079  DESIGNATION -  C 311
 FW0079  PID         -  FW0079
 FW0079  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0079  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW0079
 FW0079                         *CURRENT SURVEY CONTROL
 FW0079  ___________________________________________________________________
 FW0079* NAD 83(1986)-  36 52 36.     (N)    075 59 00.     (W)     SCALED    
 FW0079* NAVD 88     -         3.838  (meters)      12.59   (feet)  ADJUSTED  
 FW0079  ___________________________________________________________________
 FW0079  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FW0079  DYNAMIC HT  -           3.835 (meters)      12.58  (feet)  COMP
 FW0079  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 FW0079
 FW0079  VERT ORDER  -  FIRST     CLASS I
 FW0079
 FW0079.The horizontal coordinates were scaled from a topographic map and have
 FW0079.an estimated accuracy of +/- 6 seconds.
 FW0079
 FW0079.The orthometric height was determined by differential leveling
 FW0079.and adjusted by the National Geodetic Survey in June 1991..
 FW0079
 FW0079.The geoid height was determined by GEOID03.
 FW0079
 FW0079.The dynamic height is computed by dividing the NAVD 88
 FW0079.geopotential number by the normal gravity value computed on the
 FW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0079.degrees latitude (g = 980.6199 gals.).
 FW0079
 FW0079.The modeled gravity was interpolated from observed gravity values.
 FW0079
 FW0079;                    North         East    Units  Estimated Accuracy
 FW0079;SPC VA S     - 1,063,290.    3,724,340.      MT  (+/- 180 meters Scaled)
 FW0079
 FW0079                          SUPERSEDED SURVEY CONTROL
 FW0079
 FW0079  NGVD 29 (??/??/??)    4.088  (m)           13.41   (f) ADJUSTED    1 1
 FW0079
 FW0079.Superseded values are not recommended for survey control.
 FW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0079.See file dsdata.txt to determine how the superseded data were derived.
 FW0079
 FW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF123816(NAD 83)
 FW0079_MARKER: DB = BENCH MARK DISK
 FW0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0079_STAMPING: C 311 1952
 FW0079_MARK LOGO: CGS   
 FW0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0079+STABILITY: SURFACE MOTION
 FW0079
 FW0079  HISTORY     - Date     Condition        Report By
 FW0079  HISTORY     - 1952     MONUMENTED       CGS
 FW0079  HISTORY     - 1963     GOOD             CGS
 FW0079  HISTORY     - 1989     GOOD             USPSQD
 FW0079  HISTORY     - 19960716 GOOD             NGS
 FW0079
 FW0079                          STATION DESCRIPTION
 FW0079
 FW0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0079'1.6 MI N FROM VIRGINIA BEACH.
 FW0079'ABOUT 1.65 MILES NORTH ALONG U.S. HIGHWAY 60 (ATLANTIC AVENUE)
 FW0079'FROM THE POST OFFICE, AT THE INTERSECTION OF 49TH STREET, 30
 FW0079'FEET EAST OF CENTER LINE OF ATLANTIC AVENUE, 40 FEET SOUTHEAST
 FW0079'OF CENTER OF INTERSECTION, 25 FEET SOUTH OF CENTER LINE OF 49TH
 FW0079'STREET, 18 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 4 FEET EAST OF
 FW0079'EAST EDGE OF A SIDE WALK, 2 1/2 FEET SOUTH OF SOUTH CURB OF 49TH
 FW0079'STREET, ABOUT LEVEL WITH ATLANTIC AVENUE AND SET IN THE TOP OF A
 FW0079'CONCRETE POST PROJECTING 1 INCH.
 FW0079
 FW0079                          STATION RECOVERY (1963)
 FW0079
 FW0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0079'RECOVERED IN GOOD CONDITION.
 FW0079
 FW0079                          STATION RECOVERY (1989)
 FW0079
 FW0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0079'RECOVERED IN GOOD CONDITION.
 FW0079
 FW0079                          STATION RECOVERY (1996)
 FW0079
 FW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FW0079'RECOVERED AS DESCRIBED, EXCEPT THE STATION IS NOW 6 INCHES UNDERGROUND
 FW0079'AND UNDER A JUNIPER BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0200 ***********************************************************************
 GV0200  DESIGNATION -  C 312
 GV0200  PID         -  GV0200
 GV0200  STATE/COUNTY-  VA/C OF HAMPTON
 GV0200  USGS QUAD   -  HAMPTON (1986)
 GV0200
 GV0200                         *CURRENT SURVEY CONTROL
 GV0200  ___________________________________________________________________
 GV0200* NAD 83(1986)-  37 01 03.     (N)    076 19 16.     (W)     SCALED    
 GV0200* NAVD 88     -         4.321  (meters)      14.18   (feet)  ADJUSTED  
 GV0200  ___________________________________________________________________
 GV0200  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 GV0200  DYNAMIC HT  -           4.318 (meters)      14.17  (feet)  COMP
 GV0200  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GV0200
 GV0200  VERT ORDER  -  FIRST     CLASS II
 GV0200
 GV0200.The horizontal coordinates were scaled from a topographic map and have
 GV0200.an estimated accuracy of +/- 6 seconds.
 GV0200
 GV0200.The orthometric height was determined by differential leveling
 GV0200.and adjusted by the National Geodetic Survey in June 1991..
 GV0200.WARNING-Repeat measurements at this control monument indicate possible
 GV0200.vertical movement.
 GV0200
 GV0200.The geoid height was determined by GEOID03.
 GV0200
 GV0200.The dynamic height is computed by dividing the NAVD 88
 GV0200.geopotential number by the normal gravity value computed on the
 GV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0200.degrees latitude (g = 980.6199 gals.).
 GV0200
 GV0200.The modeled gravity was interpolated from observed gravity values.
 GV0200
 GV0200;                    North         East    Units  Estimated Accuracy
 GV0200;SPC VA S     - 1,078,160.    3,693,880.      MT  (+/- 180 meters Scaled)
 GV0200
 GV0200                          SUPERSEDED SURVEY CONTROL
 GV0200
 GV0200  NGVD 29 (??/??/??)    4.570  (m)           14.99   (f) ADJUSTED    1 2
 GV0200
 GV0200.Superseded values are not recommended for survey control.
 GV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0200.See file dsdata.txt to determine how the superseded data were derived.
 GV0200
 GV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF824976(NAD 83)
 GV0200_MARKER: DB = BENCH MARK DISK
 GV0200_SETTING: 66 = SET IN ROCK OUTCROP
 GV0200_SP_SET: WATER TABLE
 GV0200_STAMPING: C 312 1952
 GV0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV0200+STABILITY: POSITION/ELEVATION WELL
 GV0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0200+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 GV0200
 GV0200  HISTORY     - Date     Condition        Report By
 GV0200  HISTORY     - 1952     MONUMENTED       CGS
 GV0200  HISTORY     - 1971     GOOD             NGS
 GV0200  HISTORY     - 1978     GOOD             DMA
 GV0200  HISTORY     - 1984     GOOD             USPSQD
 GV0200  HISTORY     - 20030419 GOOD             USPSQD
 GV0200  HISTORY     - 20030621 GOOD             GEOCAC
 GV0200
 GV0200                          STATION DESCRIPTION
 GV0200
 GV0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0200'AT HAMPTON.
 GV0200'AT HAMPTON, IN THE SUB-DIVISION OF PHOEBUS, AT THE PHOEBUS POST
 GV0200'OFFICE, AT THE INTERSECTION OF EAST MELLEN STREET AND SOUTH HOPE
 GV0200'STREET, 21.8 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 GV0200'ENTRANCE TO THE POST OFFICE BLDG, 7.8 FEET NORTHWEST OF THE EAST
 GV0200'CORNER OF THE BUILDING, 49.4 FEET SOUTHWEST OF THE CENTER LINE
 GV0200'OF EAST MELLEN STREET, SET VERTICALLY IN THE NORTHEAST FACE OF
 GV0200'A LIMESTONE WATER TABLE AND 1.9 FEET ABOVE THE LAWN.
 GV0200
 GV0200                          STATION RECOVERY (1978)
 GV0200
 GV0200'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0200'RECOVERED IN GOOD CONDITION.
 GV0200
 GV0200                          STATION RECOVERY (1984)
 GV0200
 GV0200'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0200'RECOVERED IN GOOD CONDITION.
 GV0200
 GV0200                          STATION RECOVERY (2003)
 GV0200
 GV0200'RECOVERY NOTE BY US POWER SQUADRON 2003 (EPK)
 GV0200'RECOVERED AS DESCRIBED
 GV0200
 GV0200                          STATION RECOVERY (2003)
 GV0200
 GV0200'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0562 ***********************************************************************
 GV0562  DESIGNATION -  C 313
 GV0562  PID         -  GV0562
 GV0562  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0562  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0562
 GV0562                         *CURRENT SURVEY CONTROL
 GV0562  ___________________________________________________________________
 GV0562* NAD 83(1986)-  37 06 26.     (N)    076 31 34.     (W)     SCALED    
 GV0562* NAVD 88     -         9.642  (meters)      31.63   (feet)  ADJUSTED  
 GV0562  ___________________________________________________________________
 GV0562  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 GV0562  DYNAMIC HT  -           9.635 (meters)      31.61  (feet)  COMP
 GV0562  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 GV0562
 GV0562  VERT ORDER  -  FIRST     CLASS I
 GV0562
 GV0562.The horizontal coordinates were scaled from a topographic map and have
 GV0562.an estimated accuracy of +/- 6 seconds.
 GV0562
 GV0562.The orthometric height was determined by differential leveling
 GV0562.and adjusted by the National Geodetic Survey in June 1991..
 GV0562.WARNING-Repeat measurements at this control monument indicate possible
 GV0562.vertical movement.
 GV0562
 GV0562.The geoid height was determined by GEOID03.
 GV0562
 GV0562.The dynamic height is computed by dividing the NAVD 88
 GV0562.geopotential number by the normal gravity value computed on the
 GV0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0562.degrees latitude (g = 980.6199 gals.).
 GV0562
 GV0562.The modeled gravity was interpolated from observed gravity values.
 GV0562
 GV0562;                    North         East    Units  Estimated Accuracy
 GV0562;SPC VA S     - 1,087,720.    3,675,430.      MT  (+/- 180 meters Scaled)
 GV0562
 GV0562                          SUPERSEDED SURVEY CONTROL
 GV0562
 GV0562  NGVD 29 (??/??/??)    9.880  (m)           32.41   (f) ADJUSTED    1 1
 GV0562
 GV0562.Superseded values are not recommended for survey control.
 GV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0562.See file dsdata.txt to determine how the superseded data were derived.
 GV0562
 GV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG643078(NAD 83)
 GV0562_MARKER: DB = BENCH MARK DISK
 GV0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0562_STAMPING: C 313 1952
 GV0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0562+STABILITY: SURFACE MOTION
 GV0562
 GV0562  HISTORY     - Date     Condition        Report By
 GV0562  HISTORY     - 1952     MONUMENTED       CGS
 GV0562  HISTORY     - 1971     GOOD             NGS
 GV0562  HISTORY     - 1975     GOOD             BAKER
 GV0562  HISTORY     - 1987     GOOD             USPSQD
 GV0562  HISTORY     - 1988     GOOD             USPSQD
 GV0562  HISTORY     - 1989     GOOD             USPSQD
 GV0562
 GV0562                          STATION DESCRIPTION
 GV0562
 GV0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0562'AT NEWPORT NEWS.
 GV0562'AT NEWPORT NEWS, ABOUT 0.2 MILE WEST ALONG OYSTER POINT ROAD
 GV0562'FROM THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT OYSTER
 GV0562'POINT (A SUB-DIVISION OF NEWPORT NEWS), THENCE 0.5 MILE NORTHWEST
 GV0562'ALONG U.S. HIGHWAY 60, THENCE 0.6 MILE WEST ALONG MENCHVILLE ROAD,
 GV0562'0.8 MILE NORTH ALONG MENCHVILLE ROAD FROM THE MENCHVILLE HIGH
 GV0562'SCHOOL BUILDING, 57.6 FEET NORTHWEST OF THE CENTER LINE OF
 GV0562'MENCHVILLE ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF SOUTH
 GV0562'COLONY ROAD, 27.7 FEET SOUTHWEST OF THE SOUTH CORNER OF A RED
 GV0562'BRICK BUILDING, 4 FEET NORTHWEST OF A FORKED OAK TREE, 15 1/2
 GV0562'FEET NORTHEAST OF TELEPHONE POLE NO. 447-37, ABOUT LEVEL WITH
 GV0562'MENCHVILLE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GV0562'THE LAWN.
 GV0562
 GV0562                          STATION RECOVERY (1975)
 GV0562
 GV0562'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 GV0562'RECOVERED IN GOOD CONDITION.
 GV0562
 GV0562                          STATION RECOVERY (1987)
 GV0562
 GV0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0562'RECOVERED IN GOOD CONDITION.
 GV0562
 GV0562                          STATION RECOVERY (1988)
 GV0562
 GV0562'RECOVERY NOTE BY US POWER SQUADRON 1988 (HMS)
 GV0562'RECOVERED IN GOOD CONDITION.
 GV0562
 GV0562                          STATION RECOVERY (1989)
 GV0562
 GV0562'RECOVERY NOTE BY US POWER SQUADRON 1989 (VHF)
 GV0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1641 ***********************************************************************
 HV1641  DESIGNATION -  C 314
 HV1641  PID         -  HV1641
 HV1641  STATE/COUNTY-  VA/FAIRFAX
 HV1641  USGS QUAD   -  ANNANDALE (1994)
 HV1641
 HV1641                         *CURRENT SURVEY CONTROL
 HV1641  ___________________________________________________________________
 HV1641* NAD 83(1986)-  38 47 40.     (N)    077 09 07.     (W)     SCALED    
 HV1641* NAVD 88     -        56.093  (meters)     184.03   (feet)  ADJUSTED  
 HV1641  ___________________________________________________________________
 HV1641  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV1641  DYNAMIC HT  -          56.062 (meters)     183.93  (feet)  COMP
 HV1641  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 HV1641  OBS GRAVITY -     980,078.5   (mgal)                       GRAV_OBS
 HV1641
 HV1641  VERT ORDER  -  FIRST     CLASS I
 HV1641
 HV1641.The horizontal coordinates were scaled from a topographic map and have
 HV1641.an estimated accuracy of +/- 6 seconds.
 HV1641
 HV1641.The orthometric height was determined by differential leveling
 HV1641.and adjusted by the National Geodetic Survey in June 1991..
 HV1641
 HV1641.The geoid height was determined by GEOID03.
 HV1641
 HV1641.The dynamic height is computed by dividing the NAVD 88
 HV1641.geopotential number by the normal gravity value computed on the
 HV1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1641.degrees latitude (g = 980.6199 gals.).
 HV1641
 HV1641.The modeled gravity was interpolated from observed gravity values.
 HV1641.The observed gravity was obtained from relative gravimeter ties
 HV1641.to the IGSN71 gravity network.
 HV1641
 HV1641;                    North         East    Units  Estimated Accuracy
 HV1641;SPC VA N     - 2,126,040.    3,617,110.      MT  (+/- 180 meters Scaled)
 HV1641
 HV1641                          SUPERSEDED SURVEY CONTROL
 HV1641
 HV1641  NGVD 29 (??/??/??)   56.337  (m)          184.83   (f) ADJUSTED    1 1
 HV1641
 HV1641.Superseded values are not recommended for survey control.
 HV1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1641.See file dsdata.txt to determine how the superseded data were derived.
 HV1641
 HV1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH131961(NAD 83)
 HV1641_MARKER: DB = BENCH MARK DISK
 HV1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1641_SP_SET: CONC FOOTING
 HV1641_STAMPING: C 314 1955
 HV1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1641
 HV1641  HISTORY     - Date     Condition        Report By
 HV1641  HISTORY     - 1955     MONUMENTED       CGS
 HV1641  HISTORY     - 1971     GOOD             NGS
 HV1641  HISTORY     - 1978     GOOD             DMA
 HV1641  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV1641
 HV1641                          STATION DESCRIPTION
 HV1641
 HV1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1641'0.1 MI NE FROM MT HEBRON PARK.
 HV1641'ABOUT 0.1 MILE NORTHEAST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV1641'POTOMAC RAILROAD FROM THE INTERSTATE HIGHWAY 495 (CAPITOL BELTWAY)
 HV1641'OVERPASS AT MT. HEBRON PARK, 0.2 MILE NORTHEAST OF MILEPOST
 HV1641'100, SET IN THE TOP OF THE SOUTH CORNER OF THE NORTHEAST CONCRETE
 HV1641'FOOTING FOR SIGNAL GANTRY NUMBER 100.3, 8 FEET NORTHWEST OF THE
 HV1641'NORTHWEST RAIL OF THE MOST NORTHWESTERLY OF 3 TRACKS, ABOUT 2
 HV1641'FEET ABOVE THE SURFACE OF THE GROUND, AND ABOUT LEVEL WITH THE
 HV1641'TRACKS.
 HV1641
 HV1641                          STATION RECOVERY (1978)
 HV1641
 HV1641'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1641'RECOVERED IN GOOD CONDITION.
 HV1641
 HV1641                          STATION RECOVERY (1997)
 HV1641
 HV1641'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2482 ***********************************************************************
 HV2482  DESIGNATION -  C 315
 HV2482  PID         -  HV2482
 HV2482  STATE/COUNTY-  VA/FAIRFAX
 HV2482  USGS QUAD   -  FORT BELVOIR (1983)
 HV2482
 HV2482                         *CURRENT SURVEY CONTROL
 HV2482  ___________________________________________________________________
 HV2482* NAD 83(1986)-  38 38 21.     (N)    077 11 31.     (W)     SCALED    
 HV2482* NAVD 88     -         9.007  (meters)      29.55   (feet)  ADJUSTED  
 HV2482  ___________________________________________________________________
 HV2482  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV2482  DYNAMIC HT  -           9.002 (meters)      29.53  (feet)  COMP
 HV2482  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 HV2482
 HV2482  VERT ORDER  -  FIRST     CLASS II
 HV2482
 HV2482.The horizontal coordinates were scaled from a topographic map and have
 HV2482.an estimated accuracy of +/- 6 seconds.
 HV2482
 HV2482.The orthometric height was determined by differential leveling
 HV2482.and adjusted by the National Geodetic Survey in June 1991..
 HV2482
 HV2482.The geoid height was determined by GEOID03.
 HV2482
 HV2482.The dynamic height is computed by dividing the NAVD 88
 HV2482.geopotential number by the normal gravity value computed on the
 HV2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2482.degrees latitude (g = 980.6199 gals.).
 HV2482
 HV2482.The modeled gravity was interpolated from observed gravity values.
 HV2482
 HV2482;                    North         East    Units  Estimated Accuracy
 HV2482;SPC VA N     - 2,108,760.    3,613,880.      MT  (+/- 180 meters Scaled)
 HV2482
 HV2482                          SUPERSEDED SURVEY CONTROL
 HV2482
 HV2482  NGVD 29 (??/??/??)    9.266  (m)           30.40   (f) ADJUSTED    1 2
 HV2482
 HV2482.Superseded values are not recommended for survey control.
 HV2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2482.See file dsdata.txt to determine how the superseded data were derived.
 HV2482
 HV2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH092790(NAD 83)
 HV2482_MARKER: DB = BENCH MARK DISK
 HV2482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2482_SP_SET: BRICK WALL
 HV2482_STAMPING: C 315 1955
 HV2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2482
 HV2482  HISTORY     - Date     Condition        Report By
 HV2482  HISTORY     - 1955     MONUMENTED       CGS
 HV2482
 HV2482                          STATION DESCRIPTION
 HV2482
 HV2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2482'8.7 MI S FROM POHICK.
 HV2482'THE STATION IS 6.9 MILES SOUTH FROM THE INTERSECTION MADE BY
 HV2482'ROUTE 242 AND U.S. 1.  IT IS 2.4 MILES SOUTH OF THE INTERSECTION
 HV2482'MADE BY ROUTE 242 AND ROAD TO SANDY POINT ON THE SANDY POINT ROAD.
 HV2482'THE DISK IS SET IN THE NORTH BRICK WALL OF A GATE TO AN UNK
 HV2482'ESTATE.  3 FEET ABOVE THE GROUND, IT IS LOCATED 15 FEET NORTH OF
 HV2482'THE CENTER LINE OF THE ROAD TO THE ESTATE, 36 FEET WEST OF THE
 HV2482'CENTER LINE OF THE ROAD TO SANDY POINT.  THE STANDARD BRONZE DISK
 HV2482'IS MARKED C 315 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0674 ***********************************************************************
 GY0674  DESIGNATION -  C 316
 GY0674  PID         -  GY0674
 GY0674  STATE/COUNTY-  VA/BUCHANAN
 GY0674  USGS QUAD   -  HARMAN (1977)
 GY0674
 GY0674                         *CURRENT SURVEY CONTROL
 GY0674  ___________________________________________________________________
 GY0674* NAD 83(1986)-  37 20 58.     (N)    082 11 11.     (W)     SCALED    
 GY0674* NAVD 88     -       274.661  (meters)     901.12   (feet)  ADJUSTED  
 GY0674  ___________________________________________________________________
 GY0674  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GY0674  DYNAMIC HT  -         274.441 (meters)     900.40  (feet)  COMP
 GY0674  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 GY0674
 GY0674  VERT ORDER  -  SECOND    CLASS 0
 GY0674
 GY0674.The horizontal coordinates were scaled from a topographic map and have
 GY0674.an estimated accuracy of +/- 6 seconds.
 GY0674
 GY0674.The orthometric height was determined by differential leveling
 GY0674.and adjusted by the National Geodetic Survey in June 1991..
 GY0674
 GY0674.The geoid height was determined by GEOID03.
 GY0674
 GY0674.The dynamic height is computed by dividing the NAVD 88
 GY0674.geopotential number by the normal gravity value computed on the
 GY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0674.degrees latitude (g = 980.6199 gals.).
 GY0674
 GY0674.The modeled gravity was interpolated from observed gravity values.
 GY0674
 GY0674;                    North         East    Units  Estimated Accuracy
 GY0674;SPC VA S     - 1,119,140.    3,173,480.      MT  (+/- 180 meters Scaled)
 GY0674
 GY0674                          SUPERSEDED SURVEY CONTROL
 GY0674
 GY0674  NGVD 29 (??/??/92)  274.860  (m)          901.77   (f) ADJ UNCH    2 0
 GY0674
 GY0674.Superseded values are not recommended for survey control.
 GY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0674.See file dsdata.txt to determine how the superseded data were derived.
 GY0674
 GY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB949342(NAD 83)
 GY0674_MARKER: DB = BENCH MARK DISK
 GY0674_SETTING: 66 = SET IN ROCK OUTCROP
 GY0674_SP_SET: ROCK CUT
 GY0674_STAMPING: C 316 1952 901.770
 GY0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0674+STABILITY: POSITION/ELEVATION WELL
 GY0674
 GY0674  HISTORY     - Date     Condition        Report By
 GY0674  HISTORY     - 1952     MONUMENTED       CGS
 GY0674  HISTORY     - 1956     GOOD             NGS
 GY0674
 GY0674                          STATION DESCRIPTION
 GY0674
 GY0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0674'0.5 MI SE FROM BIG ROCK.
 GY0674'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE SCHOOL AT BIG
 GY0674'ROCK, SET IN THE TOP OF A LEDGE AT THE BOTTOM OF A ROCK CUT, 20
 GY0674'FEET SOUTHWEST OF CENTER OF HIGHWAY, 232 FEET SOUTHEAST OF CENTER
 GY0674'OF OVERPASS OF A LARGE COVEYOR NORTHEAST ACROSS RIVER TO RAILROAD,
 GY0674'140 FEET SOUTHEAST OF SOUTHWEST END OF A 40-INCH PIPE CULVERT, 3
 GY0674'FEET SOUTHEAST AND ABOUT 1.5 FEET BELOW A 12-INCH TRIANGLE
 GY0674'CHISELED IN FACE OF ROCK AND ABOUT 2.5 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0632 ***********************************************************************
 GY0632  DESIGNATION -  C 317
 GY0632  PID         -  GY0632
 GY0632  STATE/COUNTY-  VA/BUCHANAN
 GY0632  USGS QUAD   -  GRUNDY (1977)
 GY0632
 GY0632                         *CURRENT SURVEY CONTROL
 GY0632  ___________________________________________________________________
 GY0632* NAD 83(1986)-  37 21 41.     (N)    082 05 15.     (W)     SCALED    
 GY0632* NAVD 88     -       422.494  (meters)    1386.13   (feet)  ADJUSTED  
 GY0632  ___________________________________________________________________
 GY0632  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY0632  DYNAMIC HT  -         422.147 (meters)    1384.99  (feet)  COMP
 GY0632  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 GY0632
 GY0632  VERT ORDER  -  SECOND    CLASS 0
 GY0632
 GY0632.The horizontal coordinates were scaled from a topographic map and have
 GY0632.an estimated accuracy of +/- 6 seconds.
 GY0632
 GY0632.The orthometric height was determined by differential leveling
 GY0632.and adjusted by the National Geodetic Survey in June 1991..
 GY0632
 GY0632.The geoid height was determined by GEOID03.
 GY0632
 GY0632.The dynamic height is computed by dividing the NAVD 88
 GY0632.geopotential number by the normal gravity value computed on the
 GY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0632.degrees latitude (g = 980.6199 gals.).
 GY0632
 GY0632.The modeled gravity was interpolated from observed gravity values.
 GY0632
 GY0632;                    North         East    Units  Estimated Accuracy
 GY0632;SPC VA S     - 1,120,130.    3,182,280.      MT  (+/- 180 meters Scaled)
 GY0632
 GY0632                          SUPERSEDED SURVEY CONTROL
 GY0632
 GY0632  NGVD 29 (??/??/92)  422.681  (m)         1386.75   (f) ADJ UNCH    2 0
 GY0632
 GY0632.Superseded values are not recommended for survey control.
 GY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0632.See file dsdata.txt to determine how the superseded data were derived.
 GY0632
 GY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB036355(NAD 83)
 GY0632_MARKER: DB = BENCH MARK DISK
 GY0632_SETTING: 66 = SET IN ROCK OUTCROP
 GY0632_SP_SET: ROCK CUT
 GY0632_STAMPING: C 317 1952 1386.746
 GY0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0632+STABILITY: POSITION/ELEVATION WELL
 GY0632
 GY0632  HISTORY     - Date     Condition        Report By
 GY0632  HISTORY     - 1952     MONUMENTED       CGS
 GY0632  HISTORY     - 1956     GOOD             NGS
 GY0632
 GY0632                          STATION DESCRIPTION
 GY0632
 GY0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0632'1.3 MI W FROM HOME CREEK.
 GY0632'1.3 MILES WEST ALONG COUNTY ROAD 650 FROM THE POST OFFICE AND
 GY0632'MINE COMMISSARY AT HOME CREEK, SET VERTICALLY IN THE SOUTH FACE
 GY0632'OF A ROCK CUT, 34 FEET NORTH AND ACROSS A DRIVE NORTHWEST FROM
 GY0632'CENTER OF ROAD, 95 FEET EAST OF WEST END OF CUT, 9 FEET NORTHEAST
 GY0632'OF CENTER OF DRIVE NORTHWEST UP HILL TO WHITE 2-STORY HOUSE,
 GY0632'ABOUT 5 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0961 ***********************************************************************
 GY0961  DESIGNATION -  C 318
 GY0961  PID         -  GY0961
 GY0961  STATE/COUNTY-  VA/WISE
 GY0961  USGS QUAD   -  FLAT GAP (1978)
 GY0961
 GY0961                         *CURRENT SURVEY CONTROL
 GY0961  ___________________________________________________________________
 GY0961* NAD 83(1986)-  37 05 37.     (N)    082 41 18.     (W)     SCALED    
 GY0961* NAVD 88     -       508.345  (meters)    1667.80   (feet)  ADJUSTED  
 GY0961  ___________________________________________________________________
 GY0961  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GY0961  DYNAMIC HT  -         507.906 (meters)    1666.35  (feet)  COMP
 GY0961  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 GY0961
 GY0961  VERT ORDER  -  SECOND    CLASS 0
 GY0961
 GY0961.The horizontal coordinates were scaled from a topographic map and have
 GY0961.an estimated accuracy of +/- 6 seconds.
 GY0961
 GY0961.The orthometric height was determined by differential leveling
 GY0961.and adjusted by the National Geodetic Survey in June 1991..
 GY0961
 GY0961.The geoid height was determined by GEOID03.
 GY0961
 GY0961.The dynamic height is computed by dividing the NAVD 88
 GY0961.geopotential number by the normal gravity value computed on the
 GY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0961.degrees latitude (g = 980.6199 gals.).
 GY0961
 GY0961.The modeled gravity was interpolated from observed gravity values.
 GY0961
 GY0961;                    North         East    Units  Estimated Accuracy
 GY0961;SPC VA S     - 1,092,630.    3,127,790.      MT  (+/- 180 meters Scaled)
 GY0961
 GY0961                          SUPERSEDED SURVEY CONTROL
 GY0961
 GY0961  NGVD 29 (??/??/92)  508.486  (m)         1668.26   (f) ADJ UNCH    2 0
 GY0961
 GY0961.Superseded values are not recommended for survey control.
 GY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0961.See file dsdata.txt to determine how the superseded data were derived.
 GY0961
 GY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB499065(NAD 83)
 GY0961_MARKER: DB = BENCH MARK DISK
 GY0961_SETTING: 66 = SET IN ROCK OUTCROP
 GY0961_SP_SET: ROCK CUT
 GY0961_STAMPING: C 318 1953 1668.258
 GY0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0961+STABILITY: POSITION/ELEVATION WELL
 GY0961
 GY0961  HISTORY     - Date     Condition        Report By
 GY0961  HISTORY     - 1953     MONUMENTED       CGS
 GY0961  HISTORY     - 1956     POOR             NGS
 GY0961
 GY0961                          STATION DESCRIPTION
 GY0961
 GY0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0961'1.9 MI NE FROM FLAT GAP.
 GY0961'1.9 MILES NORTHEAST ALONG COUNTY ROAD 671 FROM THE JUNCTION OF
 GY0961'COUNTY ROAD 707 AND POST OFFICE AT FLAT GAP, 0.15 MILE NORTHEAST
 GY0961'OF THE JUNCTION OF COUNTY ROAD 678 NORTHWEST INTO RUMLEY BRANCH,
 GY0961'0.3 MILE NORTHEAST OF A STONE CHURCH BUILDING, 0.75 MILE NORTHEAST
 GY0961'OF FLAT GAP SCHOOL, ABOUT 115 YARDS SOUTHWEST OF A SMALL STORE
 GY0961'AND A CULVERT FOR A SMALL BRANCH FROM THE NORTHWEST, SET
 GY0961'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 12 FEET NORTHWEST
 GY0961'OF THE CENTER OF ROAD, 10 FEET NORTHEAST OF NORTHWEST END OF
 GY0961'PIPE CULVERT, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0980 ***********************************************************************
 GY0980  DESIGNATION -  C 319
 GY0980  PID         -  GY0980
 GY0980  STATE/COUNTY-  VA/WISE
 GY0980  USGS QUAD   -  FLAT GAP (1978)
 GY0980
 GY0980                         *CURRENT SURVEY CONTROL
 GY0980  ___________________________________________________________________
 GY0980* NAD 83(1986)-  37 04 19.     (N)    082 40 16.     (W)     SCALED    
 GY0980* NAVD 88     -       602.250  (meters)    1975.88   (feet)  ADJUSTED  
 GY0980  ___________________________________________________________________
 GY0980  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GY0980  DYNAMIC HT  -         601.715 (meters)    1974.13  (feet)  COMP
 GY0980  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 GY0980
 GY0980  VERT ORDER  -  SECOND    CLASS 0
 GY0980
 GY0980.The horizontal coordinates were scaled from a topographic map and have
 GY0980.an estimated accuracy of +/- 6 seconds.
 GY0980
 GY0980.The orthometric height was determined by differential leveling
 GY0980.and adjusted by the National Geodetic Survey in June 1991..
 GY0980
 GY0980.The geoid height was determined by GEOID03.
 GY0980
 GY0980.The dynamic height is computed by dividing the NAVD 88
 GY0980.geopotential number by the normal gravity value computed on the
 GY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0980.degrees latitude (g = 980.6199 gals.).
 GY0980
 GY0980.The modeled gravity was interpolated from observed gravity values.
 GY0980
 GY0980;                    North         East    Units  Estimated Accuracy
 GY0980;SPC VA S     - 1,090,160.    3,129,210.      MT  (+/- 180 meters Scaled)
 GY0980
 GY0980                          SUPERSEDED SURVEY CONTROL
 GY0980
 GY0980  NGVD 29 (??/??/92)  602.382  (m)         1976.31   (f) ADJ UNCH    2 0
 GY0980
 GY0980.Superseded values are not recommended for survey control.
 GY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0980.See file dsdata.txt to determine how the superseded data were derived.
 GY0980
 GY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB514041(NAD 83)
 GY0980_MARKER: DB = BENCH MARK DISK
 GY0980_SETTING: 66 = SET IN ROCK OUTCROP
 GY0980_SP_SET: ROCK CUT
 GY0980_STAMPING: C 319 1953 1976.315
 GY0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0980+STABILITY: POSITION/ELEVATION WELL
 GY0980
 GY0980  HISTORY     - Date     Condition        Report By
 GY0980  HISTORY     - 1953     MONUMENTED       CGS
 GY0980  HISTORY     - 1956     GOOD             NGS
 GY0980
 GY0980                          STATION DESCRIPTION
 GY0980
 GY0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0980'1.7 MI SW FROM DEWEY.
 GY0980'1.7 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM SCHOOL AT DEWEY,
 GY0980'0.55 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 627 NORTHWEST TO
 GY0980'FLAT GAP, 0.75 MILE SOUTHEAST OF A BRIDGE OVER SOUTH FORK OF POUND
 GY0980'RIVER, ABOUT 25 YARDS EAST SOUTHEAST OF A CURVE WITH TANGENTS
 GY0980'EXTENDING SOUTHWEST AND EAST SOUTHEAST, SET VERTICALLY IN THE
 GY0980'NORTH FACE OF A SOLID ROCK IN A ROCK CUT, 32 FEET WEST NORTHWEST
 GY0980'OF SOUTH END OF A PIPE CULVERT, 13 FEET SOUTH SOUTHWEST OF CENTER
 GY0980'OF ROAD AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0601 ***********************************************************************
 GW0601  DESIGNATION -  C 32 USGS
 GW0601  PID         -  GW0601
 GW0601  STATE/COUNTY-  VA/ALBEMARLE
 GW0601  USGS QUAD   -  ESMONT (1987)
 GW0601
 GW0601                         *CURRENT SURVEY CONTROL
 GW0601  ___________________________________________________________________
 GW0601* NAD 83(1986)-  37 45 35.     (N)    078 30 53.     (W)     SCALED    
 GW0601* NAVD 88     -        88.298  (meters)     289.69   (feet)  ADJUSTED  
 GW0601  ___________________________________________________________________
 GW0601  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW0601  DYNAMIC HT  -          88.236 (meters)     289.49  (feet)  COMP
 GW0601  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 GW0601
 GW0601  VERT ORDER  -  FIRST     CLASS II
 GW0601
 GW0601.The horizontal coordinates were scaled from a topographic map and have
 GW0601.an estimated accuracy of +/- 6 seconds.
 GW0601
 GW0601.The orthometric height was determined by differential leveling
 GW0601.and adjusted by the National Geodetic Survey in June 1991..
 GW0601
 GW0601.The geoid height was determined by GEOID03.
 GW0601
 GW0601.The dynamic height is computed by dividing the NAVD 88
 GW0601.geopotential number by the normal gravity value computed on the
 GW0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0601.degrees latitude (g = 980.6199 gals.).
 GW0601
 GW0601.The modeled gravity was interpolated from observed gravity values.
 GW0601
 GW0601;                    North         East    Units  Estimated Accuracy
 GW0601;SPC VA S     - 1,158,300.    3,498,700.      MT  (+/- 180 meters Scaled)
 GW0601
 GW0601                          SUPERSEDED SURVEY CONTROL
 GW0601
 GW0601  NGVD 29 (??/??/92)   88.571  (m)          290.59   (f) ADJ UNCH    1 2
 GW0601
 GW0601.Superseded values are not recommended for survey control.
 GW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0601.See file dsdata.txt to determine how the superseded data were derived.
 GW0601
 GW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB189820(NAD 83)
 GW0601_MARKER: DD = SURVEY DISK
 GW0601_SETTING: 66 = SET IN ROCK OUTCROP
 GW0601_SP_SET: ROCK OUTCROP
 GW0601_STAMPING: 1926 290.577 C 32
 GW0601_MARK LOGO: USGS  
 GW0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0601+STABILITY: POSITION/ELEVATION WELL
 GW0601
 GW0601  HISTORY     - Date     Condition        Report By
 GW0601  HISTORY     - 1926     MONUMENTED       USGS
 GW0601  HISTORY     - 1936     GOOD             NGS
 GW0601  HISTORY     - 1983     GOOD             NGS
 GW0601
 GW0601                          STATION DESCRIPTION
 GW0601
 GW0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0601'AT HATTON.
 GW0601'AT HATTON, ALBEMARLE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0601'480 FEET WEST OF THE STATION, 76 FEET NORTH OF THE CENTERLINE OF
 GW0601'THE TRACK, ON THE NORTH SIDE OF A ROAD, IN THE TOP OF A ROCK
 GW0601'OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE RAIL.  A U.S. GEOLOGICAL
 GW0601'SURVEY STANDARD DISK, STAMPED 1926 290.577 C 32.
 GW0601
 GW0601                          STATION RECOVERY (1983)
 GW0601
 GW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1341 ***********************************************************************
 GA1341  DESIGNATION -  C 320
 GA1341  PID         -  GA1341
 GA1341  STATE/COUNTY-  VA/WISE
 GA1341  USGS QUAD   -  APPALACHIA (1991)
 GA1341
 GA1341                         *CURRENT SURVEY CONTROL
 GA1341  ___________________________________________________________________
 GA1341* NAD 83(1986)-  36 55 24.     (N)    082 51 41.     (W)     SCALED    
 GA1341* NAVD 88     -      1022.342  (meters)    3354.13   (feet)  ADJUSTED  
 GA1341  ___________________________________________________________________
 GA1341  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA1341  DYNAMIC HT  -        1021.356 (meters)    3350.90  (feet)  COMP
 GA1341  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 GA1341
 GA1341  VERT ORDER  -  SECOND    CLASS 0
 GA1341
 GA1341.The horizontal coordinates were scaled from a topographic map and have
 GA1341.an estimated accuracy of +/- 6 seconds.
 GA1341
 GA1341.The orthometric height was determined by differential leveling
 GA1341.and adjusted by the National Geodetic Survey in June 1991..
 GA1341
 GA1341.The geoid height was determined by GEOID03.
 GA1341
 GA1341.The dynamic height is computed by dividing the NAVD 88
 GA1341.geopotential number by the normal gravity value computed on the
 GA1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1341.degrees latitude (g = 980.6199 gals.).
 GA1341
 GA1341.The modeled gravity was interpolated from observed gravity values.
 GA1341
 GA1341;                    North         East    Units  Estimated Accuracy
 GA1341;SPC VA S     - 1,074,450.    3,111,540.      MT  (+/- 180 meters Scaled)
 GA1341
 GA1341                          SUPERSEDED SURVEY CONTROL
 GA1341
 GA1341  NGVD 29 (??/??/92) 1022.402  (m)         3354.33   (f) ADJ UNCH    2 0
 GA1341
 GA1341.Superseded values are not recommended for survey control.
 GA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1341.See file dsdata.txt to determine how the superseded data were derived.
 GA1341
 GA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA342879(NAD 83)
 GA1341_MARKER: DB = BENCH MARK DISK
 GA1341_SETTING: 66 = SET IN ROCK OUTCROP
 GA1341_SP_SET: ROCK CUT
 GA1341_STAMPING: C 320 1953 3354.331
 GA1341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1341+STABILITY: POSITION/ELEVATION WELL
 GA1341
 GA1341  HISTORY     - Date     Condition        Report By
 GA1341  HISTORY     - 1953     MONUMENTED       CGS
 GA1341  HISTORY     - 1956     GOOD             NGS
 GA1341
 GA1341                          STATION DESCRIPTION
 GA1341
 GA1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1341'7.4 MI W FROM APPALACHIA.
 GA1341'7.4 MILES WEST ALONG STATE HIGHWAY 160 FROM JUNCTION OF U.S.
 GA1341'HIGHWAY 23 AND HIGH SCHOOL AT APPALACHIA, 0.95 MILE NORTHEAST OF
 GA1341'THE TOP OF BLACK MOUNTAIN AND THE KENTUCKY-VIRGINIA STATE LINE,
 GA1341'SET VERTICALLY IN THE SOUTHEAST FACE OF A 7-FOOT HIGH SOLID ROCK
 GA1341'AT THE BOTTOM OF A SHORT 25-FOOT HIGH ROCK CUT, 14 FEET NORTHWEST
 GA1341'OF CENTER LINE OF HIGHWAY, 9 YARDS NORTHEAST OF SOUTHWEST END OF
 GA1341'ROCK CUT, 20 YARDS SOUTHWEST OF SOUTHEAST END OF ROCK CUT AND
 GA1341'ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1584 ***********************************************************************
 GA1584  DESIGNATION -  C 321
 GA1584  PID         -  GA1584
 GA1584  STATE/COUNTY-  VA/LEE
 GA1584  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1584
 GA1584                         *CURRENT SURVEY CONTROL
 GA1584  ___________________________________________________________________
 GA1584* NAD 83(1986)-  36 45 54.     (N)    083 05 41.     (W)     SCALED    
 GA1584* NAVD 88     -       499.878  (meters)    1640.02   (feet)  ADJUSTED  
 GA1584  ___________________________________________________________________
 GA1584  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA1584  DYNAMIC HT  -         499.434 (meters)    1638.56  (feet)  COMP
 GA1584  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 GA1584
 GA1584  VERT ORDER  -  SECOND    CLASS 0
 GA1584
 GA1584.The horizontal coordinates were scaled from a topographic map and have
 GA1584.an estimated accuracy of +/- 6 seconds.
 GA1584
 GA1584.The orthometric height was determined by differential leveling
 GA1584.and adjusted by the National Geodetic Survey in June 1991..
 GA1584
 GA1584.The geoid height was determined by GEOID03.
 GA1584
 GA1584.The dynamic height is computed by dividing the NAVD 88
 GA1584.geopotential number by the normal gravity value computed on the
 GA1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1584.degrees latitude (g = 980.6199 gals.).
 GA1584
 GA1584.The modeled gravity was interpolated from observed gravity values.
 GA1584
 GA1584;                    North         East    Units  Estimated Accuracy
 GA1584;SPC VA S     - 1,057,890.    3,089,920.      MT  (+/- 180 meters Scaled)
 GA1584
 GA1584                          SUPERSEDED SURVEY CONTROL
 GA1584
 GA1584  NGVD 29 (??/??/92)  500.003  (m)         1640.43   (f) ADJ UNCH    2 0
 GA1584
 GA1584.Superseded values are not recommended for survey control.
 GA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1584.See file dsdata.txt to determine how the superseded data were derived.
 GA1584
 GA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA130708(NAD 83)
 GA1584_MARKER: DB = BENCH MARK DISK
 GA1584_SETTING: 66 = SET IN ROCK OUTCROP
 GA1584_SP_SET: OUTCROP
 GA1584_STAMPING: C 321 1953 1640.426
 GA1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1584+STABILITY: POSITION/ELEVATION WELL
 GA1584
 GA1584  HISTORY     - Date     Condition        Report By
 GA1584  HISTORY     - 1953     MONUMENTED       CGS
 GA1584  HISTORY     - 1956     GOOD             NGS
 GA1584
 GA1584                          STATION DESCRIPTION
 GA1584
 GA1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1584'5.5 MI NW FROM PENNINGTON GAP.
 GA1584'ABOUT 5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1584'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, ABOUT 0.4 MILE
 GA1584'SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH ALONG
 GA1584'ELY CREEK, IN THE TOP AND 1 FOOT EAST OF THE WEST CORNER OF A 6
 GA1584'BY 6 FOOT AND 4 1/2-FOOT HIGH ROCK OUTCROP, 43 FEET SOUTHWEST OF
 GA1584'CENTER LINE OF HIGHWAY AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 GA1584'HIGHWAY.
 GA1584
 GA1584                          STATION RECOVERY (1956)
 GA1584
 GA1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1293 ***********************************************************************
 GA1293  DESIGNATION -  C 322
 GA1293  PID         -  GA1293
 GA1293  STATE/COUNTY-  VA/LEE
 GA1293  USGS QUAD   -  BIG STONE GAP (1991)
 GA1293
 GA1293                         *CURRENT SURVEY CONTROL
 GA1293  ___________________________________________________________________
 GA1293* NAD 83(1986)-  36 52 19.     (N)    082 52 09.     (W)     SCALED    
 GA1293* NAVD 88     -       656.219  (meters)    2152.95   (feet)  ADJUSTED  
 GA1293  ___________________________________________________________________
 GA1293  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1293  DYNAMIC HT  -         655.626 (meters)    2151.00  (feet)  COMP
 GA1293  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 GA1293
 GA1293  VERT ORDER  -  SECOND    CLASS 0
 GA1293
 GA1293.The horizontal coordinates were scaled from a topographic map and have
 GA1293.an estimated accuracy of +/- 6 seconds.
 GA1293
 GA1293.The orthometric height was determined by differential leveling
 GA1293.and adjusted by the National Geodetic Survey in June 1991..
 GA1293
 GA1293.The geoid height was determined by GEOID03.
 GA1293
 GA1293.The dynamic height is computed by dividing the NAVD 88
 GA1293.geopotential number by the normal gravity value computed on the
 GA1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1293.degrees latitude (g = 980.6199 gals.).
 GA1293
 GA1293.The modeled gravity was interpolated from observed gravity values.
 GA1293
 GA1293;                    North         East    Units  Estimated Accuracy
 GA1293;SPC VA S     - 1,068,790.    3,110,590.      MT  (+/- 180 meters Scaled)
 GA1293
 GA1293                          SUPERSEDED SURVEY CONTROL
 GA1293
 GA1293  NGVD 29 (??/??/92)  656.324  (m)         2153.29   (f) ADJ UNCH    2 0
 GA1293
 GA1293.Superseded values are not recommended for survey control.
 GA1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1293.See file dsdata.txt to determine how the superseded data were derived.
 GA1293
 GA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA334822(NAD 83)
 GA1293_MARKER: DB = BENCH MARK DISK
 GA1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1293_STAMPING: C 322 1953
 GA1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1293+STABILITY: SURFACE MOTION
 GA1293
 GA1293  HISTORY     - Date     Condition        Report By
 GA1293  HISTORY     - 1953     MONUMENTED       CGS
 GA1293  HISTORY     - 1956     GOOD             NGS
 GA1293
 GA1293                          STATION DESCRIPTION
 GA1293
 GA1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1293'1.6 MI W FROM EXETER.
 GA1293'1.6 MILES WEST ALONG STATE HIGHWAY 68 FROM THE CHURCH AND STORE
 GA1293'AT EXETER, ABOUT 2.65 MILES NORTHEAST ALONG COUNTY ROAD 606
 GA1293'FROM THE HIGH SCHOOL AT KEOKEE, ABOUT 0.65 MILE WEST OF THE
 GA1293'LEE-WISE COUNTY LINE, AT THE TOP OF A GRADE, 32 FEET NORTH-NORTHWEST
 GA1293'OF CENTER LINE OF ROAD, 15 YARDS WEST OF CENTER OF ROAD AT
 GA1293'TOP OF GRADE, 19 FEET NORTHEAST OF CENTER LINE OF AN ABANDONED
 GA1293'TRAIL LEADING NORTHWEST, 34 FEET NORTHEAST AND ACROSS TRAIL
 GA1293'FROM A FORKED 30-INCH MAPLE TREE, ABOUT 1 FOOT ABOVE LEVEL
 GA1293'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GA1293'NOTE-- THE ROAD HAS BEEN WORKED AND DEEP CUT IS AT THIS LOCATION,
 GA1293'MARK IS 15 FEET ABOVE LEVEL OF ROAD AND 3 FEET NORTHWEST OF TOP
 GA1293'OF THRU CUT.
 GA1293
 GA1293                          STATION RECOVERY (1956)
 GA1293
 GA1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0421 ***********************************************************************
 FX0421  DESIGNATION -  C 323
 FX0421  PID         -  FX0421
 FX0421  STATE/COUNTY-  VA/C OF NORFOLK
 FX0421  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0421
 FX0421                         *CURRENT SURVEY CONTROL
 FX0421  ___________________________________________________________________
 FX0421* NAD 83(1986)-  36 47 37.     (N)    076 19 44.     (W)     SCALED    
 FX0421* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 FX0421  ___________________________________________________________________
 FX0421  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX0421  DYNAMIC HT  -           4.693 (meters)      15.40  (feet)  COMP
 FX0421  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0421
 FX0421  VERT ORDER  -  FIRST     CLASS II
 FX0421
 FX0421.The horizontal coordinates were scaled from a topographic map and have
 FX0421.an estimated accuracy of +/- 6 seconds.
 FX0421
 FX0421.The orthometric height was determined by differential leveling
 FX0421.and adjusted by the National Geodetic Survey in June 1991..
 FX0421
 FX0421.The geoid height was determined by GEOID03.
 FX0421
 FX0421.The dynamic height is computed by dividing the NAVD 88
 FX0421.geopotential number by the normal gravity value computed on the
 FX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0421.degrees latitude (g = 980.6199 gals.).
 FX0421
 FX0421.The modeled gravity was interpolated from observed gravity values.
 FX0421
 FX0421;                    North         East    Units  Estimated Accuracy
 FX0421;SPC VA S     - 1,053,310.    3,693,760.      MT  (+/- 180 meters Scaled)
 FX0421
 FX0421                          SUPERSEDED SURVEY CONTROL
 FX0421
 FX0421  NGVD 29 (??/??/92)    5.100  (m)           16.73   (f) ADJ UNCH    1 2
 FX0421
 FX0421.Superseded values are not recommended for survey control.
 FX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0421.See file dsdata.txt to determine how the superseded data were derived.
 FX0421
 FX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF814728(NAD 83)
 FX0421_MARKER: DB = BENCH MARK DISK
 FX0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0421_SP_SET: BUILDING
 FX0421_STAMPING: C 323 1953
 FX0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0421+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 FX0421
 FX0421  HISTORY     - Date     Condition        Report By
 FX0421  HISTORY     - 1953     MONUMENTED       CGS
 FX0421  HISTORY     - 1960     GOOD             NGS
 FX0421  HISTORY     - 1978     GOOD             NGS
 FX0421  HISTORY     - 19991023 GOOD             USPSQD
 FX0421  HISTORY     - 20010721 GOOD             USPSQD
 FX0421  HISTORY     - 20050112 GOOD             USPSQD
 FX0421  HISTORY     - 20060121 GOOD             USPSQD
 FX0421
 FX0421                          STATION DESCRIPTION
 FX0421
 FX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0421'0.7 MI SW FROM CRADDOCK.
 FX0421'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 17 (GEORGE WASHINGTON
 FX0421'HIGHWAY) FROM THE HIGH SCHOOL AT CRADDOCK, AT 3208 GEORGE
 FX0421'WASHINGTON HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE OF
 FX0421'SUBURBAN RULANE GAS COMPANY BUILDING, 159 FEET NORTH OF CENTER
 FX0421'OF INTERSECTION OF HIGHWAY AND THE VIRGINIAN RAILWAY, 90 FEET
 FX0421'NORTHWEST OF CENTER LINE OF HIGHWAY, 1.8 FEET NORTHEAST OF SOUTH
 FX0421'CORNER OF BUILDING AND ABOUT 2 FEET ABOVE GROUND.  NOTE-- MARK
 FX0421'PROJECTS 2.10 FEET ABOVE GROUND, 155 FEET SOUTHWEST TO THE
 FX0421'CENTERLINE OF INTERSECTION, EAST-NORTHEAST OF RAILROAD TRACK
 FX0421'AND NORTHEAST-SOUTHWEST HIGHWAY.= - 1.60 FEET, 45 FEET NORTHEAST
 FX0421'TO NORTHEAST CORNER OF BUILDING.= - 1.10 FEET, 90 FEET SOUTHEAST
 FX0421'OF T-JUNCTION TO THE CENTERLINE NORTHEAST-SOUTHWEST HIGHWAY.= - 2.40
 FX0421'FEET.
 FX0421
 FX0421                          STATION RECOVERY (1960)
 FX0421
 FX0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0421'RECOVERED IN GOOD CONDITION.
 FX0421
 FX0421                          STATION RECOVERY (1978)
 FX0421
 FX0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0421'RECOVERED IN GOOD CONDITION.
 FX0421
 FX0421                          STATION RECOVERY (1999)
 FX0421
 FX0421'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0421'RECOVERED IN GOOD CONDITION.
 FX0421
 FX0421                          STATION RECOVERY (2001)
 FX0421
 FX0421'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0421'RECOVERED IN GOOD CONDITION. IT SHOULD BE NOTED THAT THIS
 FX0421'ESTABLISHMENT IS NOW RD'S BARGIN CENTER. ALSO CRADDOCK H.S. IS NOW NSU
 FX0421'ODU TRI CITIES CENTER.
 FX0421
 FX0421                          STATION RECOVERY (2005)
 FX0421
 FX0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (CDM)
 FX0421'NOW FAST AUTO LOANS AND PAYDAY LOANS, 5200 N. GEO. WASHINGTON HGWY.,
 FX0421'PORTSMOUTH, VA 23702.  MARK HAS BEEN PAINTED OVER AND STAMPING NOT
 FX0421'LEGIBLE.
 FX0421' 
 FX0421' 
 FX0421
 FX0421                          STATION RECOVERY (2006)
 FX0421
 FX0421'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0888 ***********************************************************************
 FX0888  DESIGNATION -  C 324
 FX0888  PID         -  FX0888
 FX0888  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0888  USGS QUAD   -  CHUCKATUCK (1990)
 FX0888
 FX0888                         *CURRENT SURVEY CONTROL
 FX0888  ___________________________________________________________________
 FX0888* NAD 83(1986)-  36 47 29.     (N)    076 35 06.     (W)     SCALED    
 FX0888* NAVD 88     -        17.289  (meters)      56.72   (feet)  ADJUSTED  
 FX0888  ___________________________________________________________________
 FX0888  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FX0888  DYNAMIC HT  -          17.276 (meters)      56.68  (feet)  COMP
 FX0888  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 FX0888
 FX0888  VERT ORDER  -  FIRST     CLASS II
 FX0888
 FX0888.The horizontal coordinates were scaled from a topographic map and have
 FX0888.an estimated accuracy of +/- 6 seconds.
 FX0888
 FX0888.The orthometric height was determined by differential leveling
 FX0888.and adjusted by the National Geodetic Survey in June 1991..
 FX0888
 FX0888.The geoid height was determined by GEOID03.
 FX0888
 FX0888.The dynamic height is computed by dividing the NAVD 88
 FX0888.geopotential number by the normal gravity value computed on the
 FX0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0888.degrees latitude (g = 980.6199 gals.).
 FX0888
 FX0888.The modeled gravity was interpolated from observed gravity values.
 FX0888
 FX0888;                    North         East    Units  Estimated Accuracy
 FX0888;SPC VA S     - 1,052,570.    3,670,910.      MT  (+/- 180 meters Scaled)
 FX0888
 FX0888                          SUPERSEDED SURVEY CONTROL
 FX0888
 FX0888  NGVD 29 (??/??/92)   17.686  (m)           58.02   (f) ADJ UNCH    1 2
 FX0888
 FX0888.Superseded values are not recommended for survey control.
 FX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0888.See file dsdata.txt to determine how the superseded data were derived.
 FX0888
 FX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF585729(NAD 83)
 FX0888_MARKER: DB = BENCH MARK DISK
 FX0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0888_STAMPING: C 324 1953
 FX0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0888+STABILITY: SURFACE MOTION
 FX0888
 FX0888  HISTORY     - Date     Condition        Report By
 FX0888  HISTORY     - 1953     MONUMENTED       CGS
 FX0888  HISTORY     - 1960     GOOD             NGS
 FX0888
 FX0888                          STATION DESCRIPTION
 FX0888
 FX0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0888'3.8 MI N FROM SUFFOLK.
 FX0888'1.5 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE
 FX0888'JUNCTION OF U.S. HIGHWAY 58 AND THE COURT HOUSE AT SUFFOLK,
 FX0888'THENCE ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 32, ABOUT
 FX0888'4.85 MILES SOUTH OF THE HIGH SCHOOL AT CHUCKATUCK, 26 FEET
 FX0888'SOUTHEAST OF CENTER LINE OF HIGHWAY, 38 FEET EAST OF CENTER
 FX0888'OF JUNCTION OF A ROAD EAST, 111 FEET SOUTHWEST OF TELEPHONE
 FX0888'POLE NO. 508, 15 FEET NORTH OF CENTER LINE OF ROAD EAST, 1
 FX0888'FOOT NORTHWEST OF A FENCE LINE, 5 FEET NORTH OF A FENCE CORNER,
 FX0888'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 FX0888'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0888'3 INCHES.
 FX0888
 FX0888                          STATION RECOVERY (1960)
 FX0888
 FX0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0863 ***********************************************************************
 FX0863  DESIGNATION -  C 325
 FX0863  PID         -  FX0863
 FX0863  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0863  USGS QUAD   -  BUCKHORN (1986)
 FX0863
 FX0863                         *CURRENT SURVEY CONTROL
 FX0863  ___________________________________________________________________
 FX0863* NAD 83(1986)-  36 43 42.     (N)    076 39 35.     (W)     SCALED    
 FX0863* NAVD 88     -        19.805  (meters)      64.98   (feet)  ADJUSTED  
 FX0863  ___________________________________________________________________
 FX0863  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 FX0863  DYNAMIC HT  -          19.790 (meters)      64.93  (feet)  COMP
 FX0863  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 FX0863
 FX0863  VERT ORDER  -  FIRST     CLASS II
 FX0863
 FX0863.The horizontal coordinates were scaled from a topographic map and have
 FX0863.an estimated accuracy of +/- 6 seconds.
 FX0863
 FX0863.The orthometric height was determined by differential leveling
 FX0863.and adjusted by the National Geodetic Survey in June 1991..
 FX0863
 FX0863.The geoid height was determined by GEOID03.
 FX0863
 FX0863.The dynamic height is computed by dividing the NAVD 88
 FX0863.geopotential number by the normal gravity value computed on the
 FX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0863.degrees latitude (g = 980.6199 gals.).
 FX0863
 FX0863.The modeled gravity was interpolated from observed gravity values.
 FX0863
 FX0863;                    North         East    Units  Estimated Accuracy
 FX0863;SPC VA S     - 1,045,440.    3,664,380.      MT  (+/- 180 meters Scaled)
 FX0863
 FX0863                          SUPERSEDED SURVEY CONTROL
 FX0863
 FX0863  NGVD 29 (??/??/92)   20.224  (m)           66.35   (f) ADJ UNCH    1 2
 FX0863
 FX0863.Superseded values are not recommended for survey control.
 FX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0863.See file dsdata.txt to determine how the superseded data were derived.
 FX0863
 FX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF517660(NAD 83)
 FX0863_MARKER: DB = BENCH MARK DISK
 FX0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0863_STAMPING: C 325 1953
 FX0863_PROJECTION: PROJECTING 3 CENTIMETERS
 FX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0863+STABILITY: SURFACE MOTION
 FX0863
 FX0863  HISTORY     - Date     Condition        Report By
 FX0863  HISTORY     - 1953     MONUMENTED       CGS
 FX0863  HISTORY     - 1960     GOOD             NGS
 FX0863  HISTORY     - 1978     GOOD             NGS
 FX0863
 FX0863                          STATION DESCRIPTION
 FX0863
 FX0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0863'4.4 MI W FROM SUFFOLK.
 FX0863'4.4 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0863'STATION AT SUFFOLK, 137 YARDS EAST OF MILE POST 22, 0.2 MILE WEST
 FX0863'OF CROSSING OF BLACK TOP COUNTY ROAD NO. 643, 54-1/2 FEET SOUTH
 FX0863'OF SOUTH RAIL, 3.3 FEET EAST OF TELEPHONE POLE NO. 189 AND IN LINE
 FX0863'WITH ROW OF POLES, 214 FEET EAST OF SOUTH END OF A 4-FOOT STONE
 FX0863'CULVERT UNDER TRACK, 4 FEET BELOW LEVEL OF TRACK AND SET IN THE
 FX0863'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FX0863
 FX0863                          STATION RECOVERY (1978)
 FX0863
 FX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0863'DELETE=0.2 MILE WEST OF THE CROSSING OF BLACK TOP COUNTY ROAD 643.
 FX0863'ADD=0.2 MILE WEST OF THE CROSSING OF COUNTY ROAD NUMBER 738.
 FX0863'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 FX0863'THE MARK IS 4 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1990 ***********************************************************************
 GX1990  DESIGNATION -  C 326
 GX1990  PID         -  GX1990
 GX1990  STATE/COUNTY-  VA/TAZEWELL
 GX1990  USGS QUAD   -  AMONATE (1977)
 GX1990
 GX1990                         *CURRENT SURVEY CONTROL
 GX1990  ___________________________________________________________________
 GX1990* NAD 83(1986)-  37 08 10.     (N)    081 41 53.     (W)     SCALED    
 GX1990* NAVD 88     -       640.253  (meters)    2100.56   (feet)  ADJUSTED  
 GX1990  ___________________________________________________________________
 GX1990  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GX1990  DYNAMIC HT  -         639.687 (meters)    2098.71  (feet)  COMP
 GX1990  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GX1990
 GX1990  VERT ORDER  -  SECOND    CLASS 0
 GX1990
 GX1990.The horizontal coordinates were scaled from a topographic map and have
 GX1990.an estimated accuracy of +/- 6 seconds.
 GX1990
 GX1990.The orthometric height was determined by differential leveling
 GX1990.and adjusted by the National Geodetic Survey in June 1991..
 GX1990
 GX1990.The geoid height was determined by GEOID03.
 GX1990
 GX1990.The dynamic height is computed by dividing the NAVD 88
 GX1990.geopotential number by the normal gravity value computed on the
 GX1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1990.degrees latitude (g = 980.6199 gals.).
 GX1990
 GX1990.The modeled gravity was interpolated from observed gravity values.
 GX1990
 GX1990;                    North         East    Units  Estimated Accuracy
 GX1990;SPC VA S     - 1,093,900.    3,215,910.      MT  (+/- 180 meters Scaled)
 GX1990
 GX1990                          SUPERSEDED SURVEY CONTROL
 GX1990
 GX1990  NGVD 29 (??/??/92)  640.383  (m)         2100.99   (f) ADJ UNCH    2 0
 GX1990
 GX1990.Superseded values are not recommended for survey control.
 GX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1990.See file dsdata.txt to determine how the superseded data were derived.
 GX1990
 GX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB380102(NAD 83)
 GX1990_MARKER: DB = BENCH MARK DISK
 GX1990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1990_SP_SET: BRIDGE
 GX1990_STAMPING: C 326 1958
 GX1990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1990
 GX1990  HISTORY     - Date     Condition        Report By
 GX1990  HISTORY     - 1958     MONUMENTED       CGS
 GX1990
 GX1990                          STATION DESCRIPTION
 GX1990
 GX1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1990'0.6 MI S FROM BANDY.
 GX1990'0.55 MILE SOUTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1990'BANDY, SET VERTICALLY IN NORTHEAST FACE OF SOUTH CONCRETE WING
 GX1990'WALL OF NORFOLK AND WESTERN RAILWAY OVERPASS, 10 FEET SOUTH OF
 GX1990'CENTER LINE OF ROAD, 6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 GX1990'WING WALL AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1987 ***********************************************************************
 GX1987  DESIGNATION -  C 327
 GX1987  PID         -  GX1987
 GX1987  STATE/COUNTY-  VA/TAZEWELL
 GX1987  USGS QUAD   -  AMONATE (1977)
 GX1987
 GX1987                         *CURRENT SURVEY CONTROL
 GX1987  ___________________________________________________________________
 GX1987* NAD 83(1986)-  37 08 25.     (N)    081 40 47.     (W)     SCALED    
 GX1987* NAVD 88     -       680.619  (meters)    2233.00   (feet)  ADJUSTED  
 GX1987  ___________________________________________________________________
 GX1987  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GX1987  DYNAMIC HT  -         680.017 (meters)    2231.02  (feet)  COMP
 GX1987  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 GX1987
 GX1987  VERT ORDER  -  SECOND    CLASS 0
 GX1987
 GX1987.The horizontal coordinates were scaled from a topographic map and have
 GX1987.an estimated accuracy of +/- 6 seconds.
 GX1987
 GX1987.The orthometric height was determined by differential leveling
 GX1987.and adjusted by the National Geodetic Survey in June 1991..
 GX1987
 GX1987.The geoid height was determined by GEOID03.
 GX1987
 GX1987.The dynamic height is computed by dividing the NAVD 88
 GX1987.geopotential number by the normal gravity value computed on the
 GX1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1987.degrees latitude (g = 980.6199 gals.).
 GX1987
 GX1987.The modeled gravity was interpolated from observed gravity values.
 GX1987
 GX1987;                    North         East    Units  Estimated Accuracy
 GX1987;SPC VA S     - 1,094,310.    3,217,560.      MT  (+/- 180 meters Scaled)
 GX1987
 GX1987                          SUPERSEDED SURVEY CONTROL
 GX1987
 GX1987  NGVD 29 (??/??/92)  680.748  (m)         2233.42   (f) ADJ UNCH    2 0
 GX1987
 GX1987.Superseded values are not recommended for survey control.
 GX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1987.See file dsdata.txt to determine how the superseded data were derived.
 GX1987
 GX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB396106(NAD 83)
 GX1987_MARKER: DB = BENCH MARK DISK
 GX1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1987_STAMPING: C 327 1958
 GX1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1987+STABILITY: SURFACE MOTION
 GX1987
 GX1987  HISTORY     - Date     Condition        Report By
 GX1987  HISTORY     - 1958     MONUMENTED       CGS
 GX1987
 GX1987                          STATION DESCRIPTION
 GX1987
 GX1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1987'2.1 MI E FROM BANDY.
 GX1987'0.95 MILE SOUTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1987'BANDY, THENCE ABOUT 1.15 MILES NORTHEAST ALONG ROAD NO. 626, AT
 GX1987'THE JUNCTION OF A PRIVATE ROAD NORTHWEST AND AT THE JUNCTION OF
 GX1987'A DRIVE EAST TO AN OPEN FIELD, 41 FEET NORTH AND ACROSS PRIVATE
 GX1987'ROAD FROM CENTER LINE OF ROAD, 12 1/2 FEET NORTHEAST OF CENTER
 GX1987'LINE OF PRIVATE ROAD, 6 1/2 FEET NORTH OF CENTER LINE OF DRIVE
 GX1987'TO FIELD, 22 FEET NORTHEAST AND ACROSS PRIVATE ROAD FROM A 36-INCH
 GX1987'OAK TREE WHICH IS IN A FENCE CORNER, 2 1/2 FEET WEST OF A STEEL
 GX1987'WITNESS POST, ABOUT 6 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 GX1987'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0776 ***********************************************************************
 GY0776  DESIGNATION -  C 328
 GY0776  PID         -  GY0776
 GY0776  STATE/COUNTY-  VA/BUCHANAN
 GY0776  USGS QUAD   -  HURLEY (1977)
 GY0776
 GY0776                         *CURRENT SURVEY CONTROL
 GY0776  ___________________________________________________________________
 GY0776* NAD 83(1986)-  37 24 25.     (N)    082 00 25.     (W)     SCALED    
 GY0776* NAVD 88     -       310.004  (meters)    1017.07   (feet)  ADJUSTED  
 GY0776  ___________________________________________________________________
 GY0776  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY0776  DYNAMIC HT  -         309.757 (meters)    1016.26  (feet)  COMP
 GY0776  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 GY0776
 GY0776  VERT ORDER  -  SECOND    CLASS 0
 GY0776
 GY0776.The horizontal coordinates were scaled from a topographic map and have
 GY0776.an estimated accuracy of +/- 6 seconds.
 GY0776
 GY0776.The orthometric height was determined by differential leveling
 GY0776.and adjusted by the National Geodetic Survey in June 1991..
 GY0776
 GY0776.The geoid height was determined by GEOID03.
 GY0776
 GY0776.The dynamic height is computed by dividing the NAVD 88
 GY0776.geopotential number by the normal gravity value computed on the
 GY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0776.degrees latitude (g = 980.6199 gals.).
 GY0776
 GY0776.The modeled gravity was interpolated from observed gravity values.
 GY0776
 GY0776;                    North         East    Units  Estimated Accuracy
 GY0776;SPC VA S     - 1,124,910.    3,189,600.      MT  (+/- 180 meters Scaled)
 GY0776
 GY0776                          SUPERSEDED SURVEY CONTROL
 GY0776
 GY0776  NGVD 29 (??/??/92)  310.205  (m)         1017.73   (f) ADJ UNCH    2 0
 GY0776
 GY0776.Superseded values are not recommended for survey control.
 GY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0776.See file dsdata.txt to determine how the superseded data were derived.
 GY0776
 GY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB108404(NAD 83)
 GY0776_MARKER: DB = BENCH MARK DISK
 GY0776_SETTING: 66 = SET IN ROCK OUTCROP
 GY0776_SP_SET: ROCK CUT
 GY0776_STAMPING: C 328 1958
 GY0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0776+STABILITY: POSITION/ELEVATION WELL
 GY0776
 GY0776  HISTORY     - Date     Condition        Report By
 GY0776  HISTORY     - 1958     MONUMENTED       CGS
 GY0776
 GY0776                          STATION DESCRIPTION
 GY0776
 GY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0776'1.6 MI SE FROM HURLEY.
 GY0776'1.6 MILES SOUTHEAST ALONG BLACK TOP ROAD NO. 643 FROM THE JUNCTION
 GY0776'OF ROAD NO. 650 AT HURLEY, ABOUT 0.75 MILE SOUTHEAST OF HURLEY
 GY0776'HIGH SCHOOL, 0.35 MILE SOUTHEAST OF A BRIDGE OVER LAUREL FORK,
 GY0776'0.1 MILE NORTH OF JUSTUS GROCERY STORE, SET VERTICALLY IN THE
 GY0776'WEST FACE OF A 1 1/2-FOOT THICK LAYER OF ROCK IN A CUT BANK,
 GY0776'13 1/2 FEET EAST OF CENTER LINE OF ROAD, 42 FEET SOUTHEAST OF
 GY0776'CENTER OF EAST END OF WOODEN BRIDGE OVER KNOX CREEK LEADING TO
 GY0776'A 1-STORY HOUSE, 3 FEET ABOVE BOTTOM OF DITCH AND ABOUT 2 1/2
 GY0776'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1813 ***********************************************************************
 GX1813  DESIGNATION -  C 329 RESET 1967
 GX1813  PID         -  GX1813
 GX1813  STATE/COUNTY-  VA/TAZEWELL
 GX1813  USGS QUAD   -  RICHLANDS (1978)
 GX1813
 GX1813                         *CURRENT SURVEY CONTROL
 GX1813  ___________________________________________________________________
 GX1813* NAD 83(1986)-  37 05 40.     (N)    081 49 35.     (W)     SCALED    
 GX1813* NAVD 88     -       585.77   (meters)    1921.8    (feet)  RESET     
 GX1813  ___________________________________________________________________
 GX1813  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GX1813
 GX1813  VERT ORDER  -  THIRD
 GX1813
 GX1813.The horizontal coordinates were scaled from a topographic map and have
 GX1813.an estimated accuracy of +/- 6 seconds.
 GX1813
 GX1813.The orthometric height was computed from unverified reset data.
 GX1813.No vertical observational check was made to the station.
 GX1813
 GX1813.The geoid height was determined by GEOID03.
 GX1813
 GX1813;                    North         East    Units  Estimated Accuracy
 GX1813;SPC VA S     - 1,089,670.    3,204,350.      MT  (+/- 180 meters Scaled)
 GX1813
 GX1813                          SUPERSEDED SURVEY CONTROL
 GX1813
 GX1813  NGVD 29 (??/??/??)  585.91   (m)         1922.3    (f) RESET       3  
 GX1813
 GX1813.Superseded values are not recommended for survey control.
 GX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1813.See file dsdata.txt to determine how the superseded data were derived.
 GX1813
 GX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB265056(NAD 83)
 GX1813_MARKER: DB = BENCH MARK DISK
 GX1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1813_SP_SET: ABUTMENT
 GX1813_STAMPING: C 329 RESET 1967
 GX1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1813
 GX1813  HISTORY     - Date     Condition        Report By
 GX1813  HISTORY     - 1967     MONUMENTED       VADH
 GX1813
 GX1813                          STATION DESCRIPTION
 GX1813
 GX1813'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 GX1813'1.7 MI W FROM RICHLANDS.
 GX1813'ABOUT 1.7 MILES WEST ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GX1813'STATION AT RICHLANDS, ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY
 GX1813'460 FROM THE NORFOLK AND WESTERN RAILROAD STATION AT RAVEN,
 GX1813'0.2 MILE EAST OF THE RICHLANDS CITY LIMITS SIGNPOST, 78 FEET
 GX1813'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 460, 5.5 FEET SOUTH
 GX1813'OF THE SOUTH RAIL, 3.5 FEET WEST OF THE EAST BACKWALL OF RAILROAD
 GX1813'BRIDGE 1355, 2.5 FEET LOWER THAN THE SOUTH RAIL, SET IN THE
 GX1813'TOP OF THE SOUTH WINGWALL OF THE EAST ABUTMENT OF THE NORFOLK
 GX1813'AND WESTERN RAILROAD BRIDGE OVER HILL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1510 ***********************************************************************
 GA1510  DESIGNATION -  C 33
 GA1510  PID         -  GA1510
 GA1510  STATE/COUNTY-  VA/LEE
 GA1510  USGS QUAD   -  EWING (1978)
 GA1510
 GA1510                         *CURRENT SURVEY CONTROL
 GA1510  ___________________________________________________________________
 GA1510* NAD 83(1986)-  36 37 47.     (N)    083 27 35.     (W)     SCALED    
 GA1510* NAVD 88     -       421.026  (meters)    1381.32   (feet)  ADJUSTED  
 GA1510  ___________________________________________________________________
 GA1510  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1510  DYNAMIC HT  -         420.653 (meters)    1380.09  (feet)  COMP
 GA1510  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GA1510
 GA1510  VERT ORDER  -  SECOND    CLASS 0
 GA1510
 GA1510.The horizontal coordinates were scaled from a topographic map and have
 GA1510.an estimated accuracy of +/- 6 seconds.
 GA1510
 GA1510.The orthometric height was determined by differential leveling
 GA1510.and adjusted by the National Geodetic Survey in June 1991..
 GA1510
 GA1510.The geoid height was determined by GEOID03.
 GA1510
 GA1510.The dynamic height is computed by dividing the NAVD 88
 GA1510.geopotential number by the normal gravity value computed on the
 GA1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1510.degrees latitude (g = 980.6199 gals.).
 GA1510
 GA1510.The modeled gravity was interpolated from observed gravity values.
 GA1510
 GA1510;                    North         East    Units  Estimated Accuracy
 GA1510;SPC VA S     - 1,044,540.    3,056,590.      MT  (+/- 180 meters Scaled)
 GA1510
 GA1510                          SUPERSEDED SURVEY CONTROL
 GA1510
 GA1510  NGVD 29 (??/??/92)  421.166  (m)         1381.78   (f) ADJ UNCH    2 0
 GA1510
 GA1510.Superseded values are not recommended for survey control.
 GA1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1510.See file dsdata.txt to determine how the superseded data were derived.
 GA1510
 GA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA800566(NAD 83)
 GA1510_MARKER: DB = BENCH MARK DISK
 GA1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1510_STAMPING: C 33 1934
 GA1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1510+STABILITY: SURFACE MOTION
 GA1510
 GA1510  HISTORY     - Date     Condition        Report By
 GA1510  HISTORY     - 1934     MONUMENTED       CGS
 GA1510
 GA1510                          STATION DESCRIPTION
 GA1510
 GA1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1510'1.5 MI SW FROM EWING.
 GA1510'1.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1510'FROM EWING, BETWEEN THE TRACK AND STATE HIGHWAY 481, NEAR A
 GA1510'PRIVATE ROAD CROSSING WEST OF THE HIGHWAY, OPPOSITE THE RESIDENCE
 GA1510'OF LINK BREEDING, 20 FEET EAST OF THE TRACK, AND AT THE PROPERTY
 GA1510'LINE.  A STANDARD DISK STAMPED C 33 1934 AND SET IN THE TOP
 GA1510'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0599 ***********************************************************************
 GW0599  DESIGNATION -  C 33
 GW0599  PID         -  GW0599
 GW0599  STATE/COUNTY-  VA/ALBEMARLE
 GW0599  USGS QUAD   -  ESMONT (1987)
 GW0599
 GW0599                         *CURRENT SURVEY CONTROL
 GW0599  ___________________________________________________________________
 GW0599* NAD 83(1986)-  37 45 37.     (N)    078 34 24.     (W)     SCALED    
 GW0599* NAVD 88     -        91.906  (meters)     301.53   (feet)  ADJUSTED  
 GW0599  ___________________________________________________________________
 GW0599  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW0599  DYNAMIC HT  -          91.841 (meters)     301.31  (feet)  COMP
 GW0599  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 GW0599
 GW0599  VERT ORDER  -  FIRST     CLASS II
 GW0599
 GW0599.The horizontal coordinates were scaled from a topographic map and have
 GW0599.an estimated accuracy of +/- 6 seconds.
 GW0599
 GW0599.The orthometric height was determined by differential leveling
 GW0599.and adjusted by the National Geodetic Survey in June 1991..
 GW0599
 GW0599.The geoid height was determined by GEOID03.
 GW0599
 GW0599.The dynamic height is computed by dividing the NAVD 88
 GW0599.geopotential number by the normal gravity value computed on the
 GW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0599.degrees latitude (g = 980.6199 gals.).
 GW0599
 GW0599.The modeled gravity was interpolated from observed gravity values.
 GW0599
 GW0599;                    North         East    Units  Estimated Accuracy
 GW0599;SPC VA S     - 1,158,360.    3,493,540.      MT  (+/- 180 meters Scaled)
 GW0599
 GW0599                          SUPERSEDED SURVEY CONTROL
 GW0599
 GW0599  NGVD 29 (??/??/92)   92.176  (m)          302.41   (f) ADJ UNCH    1 2
 GW0599
 GW0599.Superseded values are not recommended for survey control.
 GW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0599.See file dsdata.txt to determine how the superseded data were derived.
 GW0599
 GW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB137819(NAD 83)
 GW0599_MARKER: DD = SURVEY DISK
 GW0599_SETTING: 66 = SET IN ROCK OUTCROP
 GW0599_SP_SET: ROCK OUTCROP
 GW0599_STAMPING: C 33 1926
 GW0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0599+STABILITY: POSITION/ELEVATION WELL
 GW0599
 GW0599  HISTORY     - Date     Condition        Report By
 GW0599  HISTORY     - 1926     MONUMENTED       USGS
 GW0599  HISTORY     - 1934     MARK NOT FOUND   NGS
 GW0599
 GW0599                          STATION DESCRIPTION
 GW0599
 GW0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0599'0.9 MI W FROM WARREN.
 GW0599'0.9 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM WARREN,
 GW0599'0.2 MILE WEST OF MILEPOST 86, 8 FEET NORTH OF THE NORTH
 GW0599'RIGHT-OF-WAY FENCE, AND IN A ROCK OUTCROP.  A U.S. GEOLOGICAL
 GW0599'SURVEY STANDARD DISK, STAMPED C 33 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1719 ***********************************************************************
 GX1719  DESIGNATION -  C 330
 GX1719  PID         -  GX1719
 GX1719  STATE/COUNTY-  VA/BUCHANAN
 GX1719  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1719
 GX1719                         *CURRENT SURVEY CONTROL
 GX1719  ___________________________________________________________________
 GX1719* NAD 83(1986)-  37 12 11.     (N)    081 55 57.     (W)     SCALED    
 GX1719* NAVD 88     -       509.356  (meters)    1671.11   (feet)  ADJUSTED  
 GX1719  ___________________________________________________________________
 GX1719  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1719  DYNAMIC HT  -         508.918 (meters)    1669.68  (feet)  COMP
 GX1719  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GX1719
 GX1719  VERT ORDER  -  SECOND    CLASS 0
 GX1719
 GX1719.The horizontal coordinates were scaled from a topographic map and have
 GX1719.an estimated accuracy of +/- 6 seconds.
 GX1719
 GX1719.The orthometric height was determined by differential leveling
 GX1719.and adjusted by the National Geodetic Survey in June 1991..
 GX1719
 GX1719.The geoid height was determined by GEOID03.
 GX1719
 GX1719.The dynamic height is computed by dividing the NAVD 88
 GX1719.geopotential number by the normal gravity value computed on the
 GX1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1719.degrees latitude (g = 980.6199 gals.).
 GX1719
 GX1719.The modeled gravity was interpolated from observed gravity values.
 GX1719
 GX1719;                    North         East    Units  Estimated Accuracy
 GX1719;SPC VA S     - 1,102,060.    3,195,360.      MT  (+/- 180 meters Scaled)
 GX1719
 GX1719                          SUPERSEDED SURVEY CONTROL
 GX1719
 GX1719  NGVD 29 (??/??/92)  509.519  (m)         1671.65   (f) ADJ UNCH    2 0
 GX1719
 GX1719.Superseded values are not recommended for survey control.
 GX1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1719.See file dsdata.txt to determine how the superseded data were derived.
 GX1719
 GX1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB172178(NAD 83)
 GX1719_MARKER: DB = BENCH MARK DISK
 GX1719_SETTING: 80 = SET IN A BOULDER
 GX1719_SP_SET: BOULDER
 GX1719_STAMPING: C 330 1958
 GX1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1719+STABILITY: SURFACE MOTION
 GX1719
 GX1719  HISTORY     - Date     Condition        Report By
 GX1719  HISTORY     - 1958     MONUMENTED       CGS
 GX1719
 GX1719                          STATION DESCRIPTION
 GX1719
 GX1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1719'1.4 MI NE FROM MARVIN.
 GX1719'1.45 MILES NORTHEAST ALONG ROAD NO. 680 FROM THE JUNCTION OF
 GX1719'U.S. HIGHWAY 460 AT MARVIN, 55 YARDS SOUTH ALONG ROAD NO. 629
 GX1719'FROM ROAD NO. 680, ABOUT 25 YARDS SOUTHEAST OF AND ACROSS
 GX1719'CONTRARY CREEK FROM THE CENTER LINE OF THE ROAD, 25 FEET WEST
 GX1719'OF THE CENTER LINE OF ROAD NO. 629, IN TOP OF A SADDLE NEAR THE
 GX1719'CENTER OF A 20-FOOT LONG AND 12-FOOT WIDE 4 TO 7-FOOT HIGH RIDGE
 GX1719'SHAPED BOULDER, 12 1/2 FEET WEST OF THE EAST END OF THE BOULDER,
 GX1719'135 YARDS NORTHEAST OF THE CONFLUENCE OF CONTRARY CREEK AND
 GX1719'CLIFTON FORK, ABOUT 12 FEET ABOVE THE LEVEL OF ROAD NO. 680,
 GX1719'ABOUT 18 FEET ABOVE THE LEVEL OF CONTRARY CREEK, AND ABOUT 2 FEET
 GX1719'ABOVE THE LEVEL OF ROAD NO. 629.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1952 ***********************************************************************
 GX1952  DESIGNATION -  C 331
 GX1952  PID         -  GX1952
 GX1952  STATE/COUNTY-  VA/BUCHANAN
 GX1952  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1952
 GX1952                         *CURRENT SURVEY CONTROL
 GX1952  ___________________________________________________________________
 GX1952* NAD 83(1986)-  37 13 17.     (N)    081 48 00.     (W)     SCALED    
 GX1952* NAVD 88     -       702.277  (meters)    2304.05   (feet)  ADJUSTED  
 GX1952  ___________________________________________________________________
 GX1952  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1952  DYNAMIC HT  -         701.657 (meters)    2302.02  (feet)  COMP
 GX1952  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 GX1952
 GX1952  VERT ORDER  -  SECOND    CLASS 0
 GX1952
 GX1952.The horizontal coordinates were scaled from a topographic map and have
 GX1952.an estimated accuracy of +/- 6 seconds.
 GX1952
 GX1952.The orthometric height was determined by differential leveling
 GX1952.and adjusted by the National Geodetic Survey in June 1991..
 GX1952
 GX1952.The geoid height was determined by GEOID03.
 GX1952
 GX1952.The dynamic height is computed by dividing the NAVD 88
 GX1952.geopotential number by the normal gravity value computed on the
 GX1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1952.degrees latitude (g = 980.6199 gals.).
 GX1952
 GX1952.The modeled gravity was interpolated from observed gravity values.
 GX1952
 GX1952;                    North         East    Units  Estimated Accuracy
 GX1952;SPC VA S     - 1,103,670.    3,207,190.      MT  (+/- 180 meters Scaled)
 GX1952
 GX1952                          SUPERSEDED SURVEY CONTROL
 GX1952
 GX1952  NGVD 29 (??/??/92)  702.417  (m)         2304.51   (f) ADJ UNCH    2 0
 GX1952
 GX1952.Superseded values are not recommended for survey control.
 GX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1952.See file dsdata.txt to determine how the superseded data were derived.
 GX1952
 GX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB290197(NAD 83)
 GX1952_MARKER: DB = BENCH MARK DISK
 GX1952_SETTING: 66 = SET IN ROCK OUTCROP
 GX1952_SP_SET: SET IN ROCK OUTCROP
 GX1952_STAMPING: C 331 1958
 GX1952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1952+STABILITY: POSITION/ELEVATION WELL
 GX1952
 GX1952  HISTORY     - Date     Condition        Report By
 GX1952  HISTORY     - 1958     MONUMENTED       CGS
 GX1952
 GX1952                          STATION DESCRIPTION
 GX1952
 GX1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1952'6 MI SE FROM WHITEWOOD.
 GX1952'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1952'SCHOOL AT WHITEWOOD, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG BLACK
 GX1952'TOP ROAD 636, 1.3 MILES SOUTHEAST OF THE CROSSING OF THE NORFOLK
 GX1952'AND WESTERN RAILWAY AND THE CONFLUENCE OF DISMAL CREEK AND SENG
 GX1952'CAMP FORK, 0.1 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 GX1952'WEST AND UPHILL, SET VERTICALLY IN THE SOUTH FACE OF UPPER
 GX1952'(DOWNHILL) PART OF A 1 1/2-FOOT HIGH AND 20-FOOT WIDE RECEDING
 GX1952'ROCK LEDGE, 1 FOOT ABOVE THE GROUND, 15 FEET NORTHWEST OF THE
 GX1952'CENTER LINE OF THE ROAD AND JUNCTION OF TRAIL ROAD LEADING EAST,
 GX1952'9 FEET WEST OF THE EAST END OF THE ROCK LEDGE, AND ABOUT 1 FOOT
 GX1952'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0373 ***********************************************************************
 GX0373  DESIGNATION -  C 332
 GX0373  PID         -  GX0373
 GX0373  STATE/COUNTY-  VA/GILES
 GX0373  USGS QUAD   -  LERONA (1976)
 GX0373
 GX0373                         *CURRENT SURVEY CONTROL
 GX0373  ___________________________________________________________________
 GX0373* NAD 83(1986)-  37 23 00.     (N)    080 52 48.     (W)     SCALED    
 GX0373* NAVD 88     -       463.094  (meters)    1519.33   (feet)  ADJUSTED  
 GX0373  ___________________________________________________________________
 GX0373  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GX0373  DYNAMIC HT  -         462.697 (meters)    1518.03  (feet)  COMP
 GX0373  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GX0373
 GX0373  VERT ORDER  -  FIRST     CLASS II
 GX0373
 GX0373.The horizontal coordinates were scaled from a topographic map and have
 GX0373.an estimated accuracy of +/- 6 seconds.
 GX0373
 GX0373.The orthometric height was determined by differential leveling
 GX0373.and adjusted by the National Geodetic Survey in June 1991..
 GX0373
 GX0373.The geoid height was determined by GEOID03.
 GX0373
 GX0373.The dynamic height is computed by dividing the NAVD 88
 GX0373.geopotential number by the normal gravity value computed on the
 GX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0373.degrees latitude (g = 980.6199 gals.).
 GX0373
 GX0373.The modeled gravity was interpolated from observed gravity values.
 GX0373
 GX0373;                    North         East    Units  Estimated Accuracy
 GX0373;SPC VA S     - 1,119,180.    3,289,250.      MT  (+/- 180 meters Scaled)
 GX0373
 GX0373                          SUPERSEDED SURVEY CONTROL
 GX0373
 GX0373  NGVD 29 (??/??/92)  463.221  (m)         1519.75   (f) ADJ UNCH    1 2
 GX0373
 GX0373.Superseded values are not recommended for survey control.
 GX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0373.See file dsdata.txt to determine how the superseded data were derived.
 GX0373
 GX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB106374(NAD 83)
 GX0373_MARKER: DB = BENCH MARK DISK
 GX0373_SETTING: 80 = SET IN A BOULDER
 GX0373_SP_SET: BOULDER
 GX0373_STAMPING: C 332 1958
 GX0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0373+STABILITY: SURFACE MOTION
 GX0373
 GX0373  HISTORY     - Date     Condition        Report By
 GX0373  HISTORY     - 1958     MONUMENTED       CGS
 GX0373
 GX0373                          STATION DESCRIPTION
 GX0373
 GX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0373'1.4 MI NW FROM GLEN LYN.
 GX0373'1.4 MILES NORTHWEST ALONG ROADS FOLLOWING NEW RIVER DOWN STREAM
 GX0373'FROM THE JUNCTION OF U.S. HIGHWAY 460 AND BLACK TOP ROAD 649 AT
 GX0373'GLEN LYN, 81.4 FEET NORTHWEST OF THE CENTER OF A SMALL WOODEN
 GX0373'PLANK BRIDGE OVER A SMALL CREEK BRANCH, 34 1/2 FEET WEST OF CENTER
 GX0373'LINE OF ROAD, IN TOP OF A 2 1/2-FOOT HIGH, 2 1/2-BY 3-FOOT
 GX0373'EXPOSED PART OF A PARTLY BURIED BOULDER, AND ABOUT 12 FEET ABOVE
 GX0373'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0568 ***********************************************************************
 GY0568  DESIGNATION -  C 334
 GY0568  PID         -  GY0568
 GY0568  STATE/COUNTY-  VA/DICKENSON
 GY0568  USGS QUAD   -  HAYSI (1977)
 GY0568
 GY0568                         *CURRENT SURVEY CONTROL
 GY0568  ___________________________________________________________________
 GY0568* NAD 83(1986)-  37 13 00.     (N)    082 18 08.     (W)     SCALED    
 GY0568* NAVD 88     -       386.808  (meters)    1269.05   (feet)  ADJUSTED  
 GY0568  ___________________________________________________________________
 GY0568  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GY0568  DYNAMIC HT  -         386.486 (meters)    1268.00  (feet)  COMP
 GY0568  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GY0568
 GY0568  VERT ORDER  -  SECOND    CLASS 0
 GY0568
 GY0568.The horizontal coordinates were scaled from a topographic map and have
 GY0568.an estimated accuracy of +/- 6 seconds.
 GY0568
 GY0568.The orthometric height was determined by differential leveling
 GY0568.and adjusted by the National Geodetic Survey in June 1991..
 GY0568
 GY0568.The geoid height was determined by GEOID03.
 GY0568
 GY0568.The dynamic height is computed by dividing the NAVD 88
 GY0568.geopotential number by the normal gravity value computed on the
 GY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0568.degrees latitude (g = 980.6199 gals.).
 GY0568
 GY0568.The modeled gravity was interpolated from observed gravity values.
 GY0568
 GY0568;                    North         East    Units  Estimated Accuracy
 GY0568;SPC VA S     - 1,104,820.    3,162,630.      MT  (+/- 180 meters Scaled)
 GY0568
 GY0568                          SUPERSEDED SURVEY CONTROL
 GY0568
 GY0568  NGVD 29 (??/??/92)  386.984  (m)         1269.63   (f) ADJ UNCH    2 0
 GY0568
 GY0568.Superseded values are not recommended for survey control.
 GY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0568.See file dsdata.txt to determine how the superseded data were derived.
 GY0568
 GY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB844197(NAD 83)
 GY0568_MARKER: DB = BENCH MARK DISK
 GY0568_SETTING: 66 = SET IN ROCK OUTCROP
 GY0568_SP_SET: ROCK CUT
 GY0568_STAMPING: C 334 1958
 GY0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0568+STABILITY: POSITION/ELEVATION WELL
 GY0568
 GY0568  HISTORY     - Date     Condition        Report By
 GY0568  HISTORY     - 1958     MONUMENTED       CGS
 GY0568
 GY0568                          STATION DESCRIPTION
 GY0568
 GY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0568'0.6 MI N FROM HAYSI.
 GY0568'0.65 MILE NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0568'END OF THE RUSSELL TUNNEL AT HAYSI, 0.2 MILE NORTHWEST OF
 GY0568'MILEPOST 11, ABOUT 2 1/2 RAILS NORTHWEST OF A 10-FOOT STONE BOX
 GY0568'CULVERT, SET VERTICALLY IN THE NORTH FACE OF A HUGE ROCK CUT,
 GY0568'11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 75
 GY0568'FEET NORTHWEST OF THE SOUTHEAST END OF A SPUR TRACK TO A SMALL
 GY0568'COAL TIPPLE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1383 ***********************************************************************
 FY1383  DESIGNATION -  C 335
 FY1383  PID         -  FY1383
 FY1383  STATE/COUNTY-  VA/HENRY
 FY1383  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1383
 FY1383                         *CURRENT SURVEY CONTROL
 FY1383  ___________________________________________________________________
 FY1383* NAD 83(1986)-  36 36 14.     (N)    079 50 38.     (W)     SCALED    
 FY1383* NAVD 88     -       221.630  (meters)     727.13   (feet)  ADJUSTED  
 FY1383  ___________________________________________________________________
 FY1383  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 FY1383  DYNAMIC HT  -         221.438 (meters)     726.50  (feet)  COMP
 FY1383  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 FY1383
 FY1383  VERT ORDER  -  FIRST     CLASS II
 FY1383
 FY1383.The horizontal coordinates were scaled from a topographic map and have
 FY1383.an estimated accuracy of +/- 6 seconds.
 FY1383
 FY1383.The orthometric height was determined by differential leveling
 FY1383.and adjusted by the National Geodetic Survey in June 1991..
 FY1383
 FY1383.The geoid height was determined by GEOID03.
 FY1383
 FY1383.The dynamic height is computed by dividing the NAVD 88
 FY1383.geopotential number by the normal gravity value computed on the
 FY1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1383.degrees latitude (g = 980.6199 gals.).
 FY1383
 FY1383.The modeled gravity was interpolated from observed gravity values.
 FY1383
 FY1383;                    North         East    Units  Estimated Accuracy
 FY1383;SPC VA S     - 1,030,880.    3,379,760.      MT  (+/- 180 meters Scaled)
 FY1383
 FY1383                          SUPERSEDED SURVEY CONTROL
 FY1383
 FY1383  NGVD 29 (??/??/92)  221.831  (m)          727.79   (f) ADJ UNCH    1 2
 FY1383
 FY1383.Superseded values are not recommended for survey control.
 FY1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1383.See file dsdata.txt to determine how the superseded data were derived.
 FY1383
 FY1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA033515(NAD 83)
 FY1383_MARKER: DB = BENCH MARK DISK
 FY1383_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FY1383_SP_SET: UNSPECIFIED ROCK
 FY1383_STAMPING: C 335 1965
 FY1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1383
 FY1383  HISTORY     - Date     Condition        Report By
 FY1383  HISTORY     - 1965     MONUMENTED       CGS
 FY1383  HISTORY     - 20050522 MARK NOT FOUND   USPSQD
 FY1383
 FY1383                          STATION DESCRIPTION
 FY1383
 FY1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1383'1.8 MI N FROM RIDGEWAY.
 FY1383'1.8 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1383'STATION AT RIDGEWAY, ABOUT 0.3 MILE NORTH OF MILEPOST R-75, AT
 FY1383'THE NORTH END OF A LONG LOW CUT, SET IN THE TOP OF A ROCK THAT
 FY1383'IS ABOUT 8 FEET LONG BY 2 FEET HIGH AT THE HIGHEST POINT, 29 FEET
 FY1383'EAST OF MILEAGE POST 7431, 14 FEET WEST OF THE WEST RAIL, 1/2
 FY1383'FOOT WEST OF THE EAST EDGE OF THE ROCK AND ABOUT 1 1/2 FEET
 FY1383'ABOVE THE LEVEL OF THE TRACK.
 FY1383
 FY1383                          STATION RECOVERY (2005)
 FY1383
 FY1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY1383'DID NOT FIND, THE BANK WHERE THE ROCK SHOULD BE HAS ERODED AND MAY
 FY1383'HAVE BURIED THE STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0192 ***********************************************************************
 JW0192  DESIGNATION -  C 336
 JW0192  PID         -  JW0192
 JW0192  STATE/COUNTY-  VA/FREDERICK
 JW0192  USGS QUAD   -  INWOOD (1984)
 JW0192
 JW0192                         *CURRENT SURVEY CONTROL
 JW0192  ___________________________________________________________________
 JW0192* NAD 83(1986)-  39 15 25.     (N)    078 05 45.     (W)     SCALED    
 JW0192* NAVD 88     -       190.112  (meters)     623.73   (feet)  ADJUSTED  
 JW0192  ___________________________________________________________________
 JW0192  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JW0192  DYNAMIC HT  -         189.994 (meters)     623.34  (feet)  COMP
 JW0192  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 JW0192
 JW0192  VERT ORDER  -  SECOND    CLASS 0
 JW0192
 JW0192.The horizontal coordinates were scaled from a topographic map and have
 JW0192.an estimated accuracy of +/- 6 seconds.
 JW0192
 JW0192.The orthometric height was determined by differential leveling
 JW0192.and adjusted by the National Geodetic Survey in June 1991..
 JW0192
 JW0192.The geoid height was determined by GEOID03.
 JW0192
 JW0192.The dynamic height is computed by dividing the NAVD 88
 JW0192.geopotential number by the normal gravity value computed on the
 JW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0192.degrees latitude (g = 980.6199 gals.).
 JW0192
 JW0192.The modeled gravity was interpolated from observed gravity values.
 JW0192
 JW0192;                    North         East    Units  Estimated Accuracy
 JW0192;SPC VA N     - 2,176,600.    3,534,890.      MT  (+/- 180 meters Scaled)
 JW0192
 JW0192                          SUPERSEDED SURVEY CONTROL
 JW0192
 JW0192  NGVD 29 (??/??/92)  190.282  (m)          624.28   (f) ADJ UNCH    2 0
 JW0192
 JW0192.Superseded values are not recommended for survey control.
 JW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0192.See file dsdata.txt to determine how the superseded data were derived.
 JW0192
 JW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD505493(NAD 83)
 JW0192_MARKER: DB = BENCH MARK DISK
 JW0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0192_STAMPING: C 336 1957
 JW0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0192+STABILITY: SURFACE MOTION
 JW0192
 JW0192  HISTORY     - Date     Condition        Report By
 JW0192  HISTORY     - 1957     MONUMENTED       CGS
 JW0192  HISTORY     - 1976     MARK NOT FOUND   WVGS
 JW0192  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0192  HISTORY     - 20050626 MARK NOT FOUND   GEOCAC
 JW0192
 JW0192                          STATION DESCRIPTION
 JW0192
 JW0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0192'AT CLEARBROOK.
 JW0192'THE MARK IS 130 FEET SOUTH OF THE CENTERLINE OF U.S. 11 AND THE
 JW0192'SOUTH RAIL OF A RAILROAD CROSSING, 93 FEET WEST OF THE OFFICE
 JW0192'DOOR OF THE CLEARBROOK WOOLEN CO. MILL, 51 FEET NORTHEAST OF THE
 JW0192'CENTERLINE OF U.S. HIGHWAY 11 AND 12.5 FEET EAST NORTHEAST OF
 JW0192'POWER POLE NO. 652.  SET IN A CONCRETE POST LEVEL WITH THE LAWN.
 JW0192
 JW0192                          STATION RECOVERY (1976)
 JW0192
 JW0192'RECOVERY NOTE BY WEST VIRGINIA GEODETIC SURVEY 1976
 JW0192'MARK NOT FOUND.
 JW0192
 JW0192                          STATION RECOVERY (1998)
 JW0192
 JW0192'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0192'MARK NOT FOUND.
 JW0192
 JW0192                          STATION RECOVERY (2005)
 JW0192
 JW0192'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0192'LOCATION FOUND AS DESCRIBED.  BASED ON MEASUREMENT FROM POWER POLE THE
 JW0192'MARK MAY BE DESTROYED OR PAVED UNDER, BUT COULD BE BURIED IN GRASS
 JW0192'NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0282 ***********************************************************************
 HW0282  DESIGNATION -  C 337
 HW0282  PID         -  HW0282
 HW0282  STATE/COUNTY-  VA/SHENANDOAH
 HW0282  USGS QUAD   -  TOMS BROOK (1994)
 HW0282
 HW0282                         *CURRENT SURVEY CONTROL
 HW0282  ___________________________________________________________________
 HW0282* NAD 83(1986)-  38 59 19.     (N)    078 22 33.     (W)     SCALED    
 HW0282* NAVD 88     -       160.310  (meters)     525.95   (feet)  ADJUSTED  
 HW0282  ___________________________________________________________________
 HW0282  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HW0282  DYNAMIC HT  -         160.207 (meters)     525.61  (feet)  COMP
 HW0282  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 HW0282
 HW0282  VERT ORDER  -  FIRST     CLASS II
 HW0282
 HW0282.The horizontal coordinates were scaled from a topographic map and have
 HW0282.an estimated accuracy of +/- 6 seconds.
 HW0282
 HW0282.The orthometric height was determined by differential leveling
 HW0282.and adjusted by the National Geodetic Survey in June 1991..
 HW0282
 HW0282.The geoid height was determined by GEOID03.
 HW0282
 HW0282.The dynamic height is computed by dividing the NAVD 88
 HW0282.geopotential number by the normal gravity value computed on the
 HW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0282.degrees latitude (g = 980.6199 gals.).
 HW0282
 HW0282.The modeled gravity was interpolated from observed gravity values.
 HW0282
 HW0282;                    North         East    Units  Estimated Accuracy
 HW0282;SPC VA N     - 2,146,740.    3,510,760.      MT  (+/- 180 meters Scaled)
 HW0282
 HW0282                          SUPERSEDED SURVEY CONTROL
 HW0282
 HW0282  NGVD 29 (??/??/92)  160.486  (m)          526.53   (f) ADJ UNCH    1 2
 HW0282
 HW0282.Superseded values are not recommended for survey control.
 HW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0282.See file dsdata.txt to determine how the superseded data were derived.
 HW0282
 HW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD272187(NAD 83)
 HW0282_MARKER: DB = BENCH MARK DISK
 HW0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0282_STAMPING: C 337 1957
 HW0282_MARK LOGO: CGS   
 HW0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0282+STABILITY: SURFACE MOTION
 HW0282
 HW0282  HISTORY     - Date     Condition        Report By
 HW0282  HISTORY     - 1957     MONUMENTED       CGS
 HW0282  HISTORY     - 1958     GOOD             NGS
 HW0282  HISTORY     - 1983     GOOD             NGS
 HW0282
 HW0282                          STATION DESCRIPTION
 HW0282
 HW0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0282'0.7 MI W FROM STRASBURG.
 HW0282'ABOUT 0.7 MILE WEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0282'AT STRASBURG, AT THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY
 HW0282'ROUTE NO. 639, 38 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 HW0282'11, 36 1/2 FEET SOUTHWEST OF THE CENTER OF THE SOUTH CONCRETE
 HW0282'HEADWALL OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 1/2
 HW0282'FEET SOUTH OF TELEPHONE POLE NO. 791, ABOUT 7 FEET BELOW THE
 HW0282'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HW0282'PROJECTING 3 INCHES.
 HW0282
 HW0282                          STATION RECOVERY (1983)
 HW0282
 HW0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0010 ***********************************************************************
 HW0010  DESIGNATION -  C 338
 HW0010  PID         -  HW0010
 HW0010  STATE/COUNTY-  VA/WARREN
 HW0010  USGS QUAD   -  STRASBURG (1994)
 HW0010
 HW0010                         *CURRENT SURVEY CONTROL
 HW0010  ___________________________________________________________________
 HW0010* NAD 83(1986)-  38 57 55.     (N)    078 16 51.     (W)     SCALED    
 HW0010* NAVD 88     -       178.037  (meters)     584.11   (feet)  ADJUSTED  
 HW0010  ___________________________________________________________________
 HW0010  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0010  DYNAMIC HT  -         177.922 (meters)     583.73  (feet)  COMP
 HW0010  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 HW0010
 HW0010  VERT ORDER  -  FIRST     CLASS II
 HW0010
 HW0010.The horizontal coordinates were scaled from a topographic map and have
 HW0010.an estimated accuracy of +/- 6 seconds.
 HW0010
 HW0010.The orthometric height was determined by differential leveling
 HW0010.and adjusted by the National Geodetic Survey in June 1991..
 HW0010
 HW0010.The geoid height was determined by GEOID03.
 HW0010
 HW0010.The dynamic height is computed by dividing the NAVD 88
 HW0010.geopotential number by the normal gravity value computed on the
 HW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0010.degrees latitude (g = 980.6199 gals.).
 HW0010
 HW0010.The modeled gravity was interpolated from observed gravity values.
 HW0010
 HW0010;                    North         East    Units  Estimated Accuracy
 HW0010;SPC VA N     - 2,144,170.    3,518,990.      MT  (+/- 180 meters Scaled)
 HW0010
 HW0010                          SUPERSEDED SURVEY CONTROL
 HW0010
 HW0010  NGVD 29 (??/??/92)  178.236  (m)          584.76   (f) ADJ UNCH    1 2
 HW0010
 HW0010.Superseded values are not recommended for survey control.
 HW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0010.See file dsdata.txt to determine how the superseded data were derived.
 HW0010
 HW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD355164(NAD 83)
 HW0010_MARKER: DB = BENCH MARK DISK
 HW0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0010_STAMPING: C 338 1957
 HW0010_MARK LOGO: CGS   
 HW0010_PROJECTION: FLUSH
 HW0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0010+STABILITY: SURFACE MOTION
 HW0010
 HW0010  HISTORY     - Date     Condition        Report By
 HW0010  HISTORY     - 1957     MONUMENTED       CGS
 HW0010  HISTORY     - 1958     GOOD             NGS
 HW0010  HISTORY     - 1983     GOOD             NGS
 HW0010
 HW0010                          STATION DESCRIPTION
 HW0010
 HW0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0010'6 MI SE FROM STRASBURG.
 HW0010'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE POST
 HW0010'OFFICE AT STRASBURG, ABOUT 0.05 MILE SOUTHEAST OF THE POST OFFICE
 HW0010'AT WATERLICK, AT A PRIVATE DRIVEWAY LEADING SOUTH TO A BRICK
 HW0010'HOME, 37 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 55, 22
 HW0010'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 27 1/2 FEET WEST
 HW0010'OF POWER LINE POLE NO. 12321, 6 FEET NORTHWEST OF THE MOST NORTHERLY
 HW0010'ONE OF TWO SMALL OAK TREES, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 HW0010'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HW0010
 HW0010                          STATION RECOVERY (1983)
 HW0010
 HW0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0010'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 HW0010'SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE HIGHWAYS
 HW0010'610 AND 678 IN WATERLICK TO THE MARK ON THE RIGHT, AT A PRIVATE
 HW0010'DRIVEWAY LEADING TO A BRICK HOUSE, 11.28 METERS (37.0 FT) SOUTH OF THE
 HW0010'CENTERLINE OF THE HIGHWAY, 8.38 METERS (27.5 FT) WEST OF UTILITY POLE
 HW0010'12321, 8.23 METERS (27.0 FT) EAST OF THE CENTER OF THE DRIVE,
 HW0010'1.83 METERS (6.0 FT) NORTHWEST OF THE MOST NORTHERLY ONE OF TWO OAK
 HW0010'TREES.
 HW0010'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1304 ***********************************************************************
 HW1304  DESIGNATION -  C 339
 HW1304  PID         -  HW1304
 HW1304  STATE/COUNTY-  VA/ROCKINGHAM
 HW1304  USGS QUAD   -  TENTH LEGION (1994)
 HW1304
 HW1304                         *CURRENT SURVEY CONTROL
 HW1304  ___________________________________________________________________
 HW1304* NAD 83(1986)-  38 34 30.     (N)    078 44 02.     (W)     SCALED    
 HW1304* NAVD 88     -       341.249  (meters)    1119.58   (feet)  ADJUSTED  
 HW1304  ___________________________________________________________________
 HW1304  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW1304  DYNAMIC HT  -         341.009 (meters)    1118.79  (feet)  COMP
 HW1304  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HW1304
 HW1304  VERT ORDER  -  FIRST     CLASS II
 HW1304
 HW1304.The horizontal coordinates were scaled from a topographic map and have
 HW1304.an estimated accuracy of +/- 6 seconds.
 HW1304
 HW1304.The orthometric height was determined by differential leveling
 HW1304.and adjusted by the National Geodetic Survey in June 1991..
 HW1304
 HW1304.The geoid height was determined by GEOID03.
 HW1304
 HW1304.The dynamic height is computed by dividing the NAVD 88
 HW1304.geopotential number by the normal gravity value computed on the
 HW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1304.degrees latitude (g = 980.6199 gals.).
 HW1304
 HW1304.The modeled gravity was interpolated from observed gravity values.
 HW1304
 HW1304;                    North         East    Units  Estimated Accuracy
 HW1304;SPC VA N     - 2,100,850.    3,479,620.      MT  (+/- 180 meters Scaled)
 HW1304
 HW1304                          SUPERSEDED SURVEY CONTROL
 HW1304
 HW1304  NGVD 29 (??/??/92)  341.398  (m)         1120.07   (f) ADJ UNCH    1 2
 HW1304
 HW1304.Superseded values are not recommended for survey control.
 HW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1304.See file dsdata.txt to determine how the superseded data were derived.
 HW1304
 HW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC974720(NAD 83)
 HW1304_MARKER: DB = BENCH MARK DISK
 HW1304_SETTING: 80 = SET IN A BOULDER
 HW1304_STAMPING: C 339 1958
 HW1304_MARK LOGO: CGS   
 HW1304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1304+STABILITY: POSITION/ELEVATION WELL
 HW1304
 HW1304  HISTORY     - Date     Condition        Report By
 HW1304  HISTORY     - 1958     MONUMENTED       CGS
 HW1304  HISTORY     - 1984     GOOD             NGS
 HW1304
 HW1304                          STATION DESCRIPTION
 HW1304
 HW1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1304'2.4 MI N FROM LACEY SPRING.
 HW1304'2.4 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1304'LACEY SPRING, ABOUT 100 YARDS NORTH OF A STONE BUILDING, ON TOP
 HW1304'AND IN THE APPROXIMATE CENTER OF A BOULDER IN AN OPEN PASTURE, 65
 HW1304'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET NORTHEAST
 HW1304'OF POWER LINE POLE NO. TD-126, 26 FEET EAST OF A FENCE LINE, AND
 HW1304'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HW1304
 HW1304                          STATION RECOVERY (1984)
 HW1304
 HW1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0596 ***********************************************************************
 GW0596  DESIGNATION -  C 34
 GW0596  PID         -  GW0596
 GW0596  STATE/COUNTY-  VA/ALBEMARLE
 GW0596  USGS QUAD   -  ESMONT (1987)
 GW0596
 GW0596                         *CURRENT SURVEY CONTROL
 GW0596  ___________________________________________________________________
 GW0596* NAD 83(1986)-  37 45 26.     (N)    078 36 57.     (W)     SCALED    
 GW0596* NAVD 88     -        96.012  (meters)     315.00   (feet)  ADJUSTED  
 GW0596  ___________________________________________________________________
 GW0596  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0596  DYNAMIC HT  -          95.945 (meters)     314.78  (feet)  COMP
 GW0596  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 GW0596
 GW0596  VERT ORDER  -  FIRST     CLASS II
 GW0596
 GW0596.The horizontal coordinates were scaled from a topographic map and have
 GW0596.an estimated accuracy of +/- 6 seconds.
 GW0596
 GW0596.The orthometric height was determined by differential leveling
 GW0596.and adjusted by the National Geodetic Survey in June 1991..
 GW0596
 GW0596.The geoid height was determined by GEOID03.
 GW0596
 GW0596.The dynamic height is computed by dividing the NAVD 88
 GW0596.geopotential number by the normal gravity value computed on the
 GW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0596.degrees latitude (g = 980.6199 gals.).
 GW0596
 GW0596.The modeled gravity was interpolated from observed gravity values.
 GW0596
 GW0596;                    North         East    Units  Estimated Accuracy
 GW0596;SPC VA S     - 1,158,030.    3,489,790.      MT  (+/- 180 meters Scaled)
 GW0596
 GW0596                          SUPERSEDED SURVEY CONTROL
 GW0596
 GW0596  NGVD 29 (??/??/92)   96.282  (m)          315.89   (f) ADJ UNCH    1 2
 GW0596
 GW0596.Superseded values are not recommended for survey control.
 GW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0596.See file dsdata.txt to determine how the superseded data were derived.
 GW0596
 GW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB100815(NAD 83)
 GW0596_MARKER: DD = SURVEY DISK
 GW0596_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GW0596_SP_SET: UNSPECIFIED ROCK
 GW0596_STAMPING: 315.875 C 34 1926
 GW0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0596
 GW0596  HISTORY     - Date     Condition        Report By
 GW0596  HISTORY     - 1926     MONUMENTED       USGS
 GW0596  HISTORY     - 1936     MARK NOT FOUND   NGS
 GW0596
 GW0596                          STATION DESCRIPTION
 GW0596
 GW0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0596'3.3 MI SW FROM WARREN.
 GW0596'3.3 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0596'WARREN, 0.7 MILE WEST OF MILEPOST 88, 374 FEET WEST OF AN OLD
 GW0596'STONE CULVERT, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK, 6.5
 GW0596'FEET NORTH OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A LARGE
 GW0596'ROCK, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A U.S. GEOLOGICAL
 GW0596'SURVEY STANDARD DISK, STAMPED 315.875 C 34 1926.  NOTE-- SPUR
 GW0596'TRACK AND SIGN REFERRED TO HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1557 ***********************************************************************
 GA1557  DESIGNATION -  C 34 RESET 1965
 GA1557  PID         -  GA1557
 GA1557  STATE/COUNTY-  VA/LEE
 GA1557  USGS QUAD   -  BEN HUR (1991)
 GA1557
 GA1557                         *CURRENT SURVEY CONTROL
 GA1557  ___________________________________________________________________
 GA1557* NAD 83(1986)-  36 37 32.     (N)    083 03 02.     (W)     SCALED    
 GA1557* NAVD 88     -       366.03   (+/-2cm)    1200.9    (feet)  VERTCON   
 GA1557  ___________________________________________________________________
 GA1557  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 GA1557
 GA1557  VERT ORDER  -  THIRD (See Below)
 GA1557
 GA1557.The horizontal coordinates were scaled from a topographic map and have
 GA1557.an estimated accuracy of +/- 6 seconds.
 GA1557
 GA1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA1557.The vertical order pertains to the NGVD 29 superseded value.
 GA1557
 GA1557.The geoid height was determined by GEOID03.
 GA1557
 GA1557;                    North         East    Units  Estimated Accuracy
 GA1557;SPC VA S     - 1,042,240.    3,093,120.      MT  (+/- 180 meters Scaled)
 GA1557
 GA1557                          SUPERSEDED SURVEY CONTROL
 GA1557
 GA1557  NGVD 29 (03/21/06)  366.18   (m)         1201.4    (f) RESET       3  
 GA1557
 GA1557.Superseded values are not recommended for survey control.
 GA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1557.See file dsdata.txt to determine how the superseded data were derived.
 GA1557
 GA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA166552(NAD 83)
 GA1557_MARKER: DB = BENCH MARK DISK
 GA1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1557_SP_SET: CULVERT
 GA1557_STAMPING: C 34 RESET 1965
 GA1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1557
 GA1557  HISTORY     - Date     Condition        Report By
 GA1557  HISTORY     - 1965     MONUMENTED       VADH
 GA1557
 GA1557                          STATION DESCRIPTION
 GA1557
 GA1557'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1965
 GA1557'10.5 MI S FROM JONESVILLE.
 GA1557'ABOUT 10.5 MILES SOUTH ALONG STATE HIGHWAY 70 FROM JONESVILLE,
 GA1557'ABOUT 200 YARDS SOUTH OF THE POST OFFICE AT BLACKWATER AT THE
 GA1557'INTERSECTION OF ROUTE 70 AND ROUTE 600, AT A CONCRETE BOX CULVERT
 GA1557'OVER BLACKWATER CREEK, 22 FEET WEST OF THE CENTERLINE OF ROUTE 70
 GA1557'AND SET IN TOP NORTHWEST CORNER OF HEADWALL ON A CONCRETE BOX
 GA1557'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0841 ***********************************************************************
 HW0841  DESIGNATION -  C 340
 HW0841  PID         -  HW0841
 HW0841  STATE/COUNTY-  VA/AUGUSTA
 HW0841  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0841
 HW0841                         *CURRENT SURVEY CONTROL
 HW0841  ___________________________________________________________________
 HW0841* NAD 83(1986)-  38 18 09.     (N)    078 56 04.     (W)     SCALED    
 HW0841* NAVD 88     -       349.875  (meters)    1147.88   (feet)  ADJUSTED  
 HW0841  ___________________________________________________________________
 HW0841  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0841  DYNAMIC HT  -         349.617 (meters)    1147.04  (feet)  COMP
 HW0841  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 HW0841
 HW0841  VERT ORDER  -  FIRST     CLASS II
 HW0841
 HW0841.The horizontal coordinates were scaled from a topographic map and have
 HW0841.an estimated accuracy of +/- 6 seconds.
 HW0841
 HW0841.The orthometric height was determined by differential leveling
 HW0841.and adjusted by the National Geodetic Survey in June 1991..
 HW0841.WARNING-Repeat measurements at this control monument indicate possible
 HW0841.vertical movement.
 HW0841
 HW0841.The geoid height was determined by GEOID03.
 HW0841
 HW0841.The dynamic height is computed by dividing the NAVD 88
 HW0841.geopotential number by the normal gravity value computed on the
 HW0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0841.degrees latitude (g = 980.6199 gals.).
 HW0841
 HW0841.The modeled gravity was interpolated from observed gravity values.
 HW0841
 HW0841;                    North         East    Units  Estimated Accuracy
 HW0841;SPC VA N     - 2,070,670.    3,462,000.      MT  (+/- 180 meters Scaled)
 HW0841
 HW0841                          SUPERSEDED SURVEY CONTROL
 HW0841
 HW0841  NGVD 29 (??/??/92)  350.004  (m)         1148.30   (f) ADJ UNCH    1 2
 HW0841
 HW0841.Superseded values are not recommended for survey control.
 HW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0841.See file dsdata.txt to determine how the superseded data were derived.
 HW0841
 HW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC806413(NAD 83)
 HW0841_MARKER: DB = BENCH MARK DISK
 HW0841_SETTING: 66 = SET IN ROCK OUTCROP
 HW0841_SP_SET: ROCK OUTCROP
 HW0841_STAMPING: C 340 1958
 HW0841_MARK LOGO: CGS   
 HW0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0841+STABILITY: POSITION/ELEVATION WELL
 HW0841
 HW0841  HISTORY     - Date     Condition        Report By
 HW0841  HISTORY     - 1958     MONUMENTED       CGS
 HW0841  HISTORY     - 1968     GOOD             NGS
 HW0841  HISTORY     - 1984     GOOD             NGS
 HW0841
 HW0841                          STATION DESCRIPTION
 HW0841
 HW0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0841'3.6 MI NE FROM MT SIDNEY.
 HW0841'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0841'AT MT. SIDNEY, AT BURKETOWN, 0.2 MILE SOUTH OF THE BRIDGE OVER
 HW0841'NAKED CREEK, NEAR THE T JUNCTION OF COUNTY ROAD NO. 680 LEADING
 HW0841'EAST, ON TOP OF AN 8-BY-4-FOOT OUTCROP PROJECTING 1 1/2 FEET
 HW0841'ABOVE THE GROUND, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HW0841'65 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE BEZETHA
 HW0841'PRESBYTERIAN CHAPEL, 56 FEET SOUTH OF THE CENTER LINE OF COUNTY
 HW0841'ROAD NO. 680, 24 FEET WEST OF THE CENTER LINE OF COUNTY ROAD NO.
 HW0841'816, 93 FEET NORTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 HW0841'OF A 12-INCH PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 1 FOOT
 HW0841'ABOVE THE LEVEL OF THE HIGHWAY.
 HW0841
 HW0841                          STATION RECOVERY (1968)
 HW0841
 HW0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0841'RECOVERED IN GOOD CONDITION.
 HW0841
 HW0841                          STATION RECOVERY (1984)
 HW0841
 HW0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1612 ***********************************************************************
 HW1612  DESIGNATION -  C 341
 HW1612  PID         -  HW1612
 HW1612  STATE/COUNTY-  VA/AUGUSTA
 HW1612  USGS QUAD   -  STUARTS DRAFT (1984)
 HW1612
 HW1612                         *CURRENT SURVEY CONTROL
 HW1612  ___________________________________________________________________
 HW1612* NAD 83(1986)-  38 03 56.     (N)    079 06 31.     (W)     SCALED    
 HW1612* NAVD 88     -       483.661  (meters)    1586.81   (feet)  ADJUSTED  
 HW1612  ___________________________________________________________________
 HW1612  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HW1612  DYNAMIC HT  -         483.290 (meters)    1585.59  (feet)  COMP
 HW1612  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 HW1612
 HW1612  VERT ORDER  -  FIRST     CLASS II
 HW1612
 HW1612.The horizontal coordinates were scaled from a topographic map and have
 HW1612.an estimated accuracy of +/- 6 seconds.
 HW1612
 HW1612.The orthometric height was determined by differential leveling
 HW1612.and adjusted by the National Geodetic Survey in June 1991..
 HW1612
 HW1612.The geoid height was determined by GEOID03.
 HW1612
 HW1612.The dynamic height is computed by dividing the NAVD 88
 HW1612.geopotential number by the normal gravity value computed on the
 HW1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1612.degrees latitude (g = 980.6199 gals.).
 HW1612
 HW1612.The modeled gravity was interpolated from observed gravity values.
 HW1612
 HW1612;                    North         East    Units  Estimated Accuracy
 HW1612;SPC VA N     - 2,044,450.    3,446,590.      MT  (+/- 180 meters Scaled)
 HW1612
 HW1612                          SUPERSEDED SURVEY CONTROL
 HW1612
 HW1612  NGVD 29 (??/??/92)  483.797  (m)         1587.26   (f) ADJ UNCH    1 2
 HW1612
 HW1612.Superseded values are not recommended for survey control.
 HW1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1612.See file dsdata.txt to determine how the superseded data were derived.
 HW1612
 HW1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC659147(NAD 83)
 HW1612_MARKER: DB = BENCH MARK DISK
 HW1612_SETTING: 66 = SET IN ROCK OUTCROP
 HW1612_SP_SET: ROCK OUTCROP
 HW1612_STAMPING: C 341 1958
 HW1612_MARK LOGO: CGS   
 HW1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1612+STABILITY: POSITION/ELEVATION WELL
 HW1612
 HW1612  HISTORY     - Date     Condition        Report By
 HW1612  HISTORY     - 1958     MONUMENTED       CGS
 HW1612  HISTORY     - 1984     GOOD             NGS
 HW1612
 HW1612                          STATION DESCRIPTION
 HW1612
 HW1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1612'AT MINT SPRING.
 HW1612'AT MINT SPRING, ALONG U.S. HIGHWAY 11, ON TOP OF A 3-BY-3 FOOT
 HW1612'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 26 FEET NORTHWEST OF
 HW1612'THE CENTER LINE OF THE HIGHWAY, 73 YARDS NORTHEAST OF THE
 HW1612'NORTHEAST SIDE OF THE POST OFFICE AND GENERAL STORE AT MINT
 HW1612'SPRING, 20 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 HW1612'DRIVEWAY LEADING NORTHWEST TO A FRAME HOUSE, AND ABOUT 2 FEET
 HW1612'ABOVE THE LEVEL OF THE HIGHWAY.
 HW1612
 HW1612                          STATION RECOVERY (1984)
 HW1612
 HW1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2569 ***********************************************************************
 GV2569  DESIGNATION -  C 343
 GV2569  PID         -  GV2569
 GV2569  STATE/COUNTY-  VA/HENRICO
 GV2569  USGS QUAD   -  HYLAS (1994)
 GV2569
 GV2569                         *CURRENT SURVEY CONTROL
 GV2569  ___________________________________________________________________
 GV2569* NAD 83(1986)-  37 39 31.     (N)    077 37 58.     (W)     SCALED    
 GV2569* NAVD 88     -        72.458  (meters)     237.72   (feet)  ADJUSTED  
 GV2569  ___________________________________________________________________
 GV2569  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GV2569  DYNAMIC HT  -          72.410 (meters)     237.57  (feet)  COMP
 GV2569  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 GV2569
 GV2569  VERT ORDER  -  SECOND    CLASS 0
 GV2569
 GV2569.The horizontal coordinates were scaled from a topographic map and have
 GV2569.an estimated accuracy of +/- 6 seconds.
 GV2569
 GV2569.The orthometric height was determined by differential leveling
 GV2569.and adjusted by the National Geodetic Survey in June 1991..
 GV2569
 GV2569.The geoid height was determined by GEOID03.
 GV2569
 GV2569.The dynamic height is computed by dividing the NAVD 88
 GV2569.geopotential number by the normal gravity value computed on the
 GV2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2569.degrees latitude (g = 980.6199 gals.).
 GV2569
 GV2569.The modeled gravity was interpolated from observed gravity values.
 GV2569
 GV2569;                    North         East    Units  Estimated Accuracy
 GV2569;SPC VA S     - 1,147,430.    3,576,520.      MT  (+/- 180 meters Scaled)
 GV2569
 GV2569                          SUPERSEDED SURVEY CONTROL
 GV2569
 GV2569  NGVD 29 (??/??/??)   72.751  (m)          238.68   (f) ADJUSTED    2 0
 GV2569
 GV2569.Superseded values are not recommended for survey control.
 GV2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2569.See file dsdata.txt to determine how the superseded data were derived.
 GV2569
 GV2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG677712(NAD 83)
 GV2569_MARKER: DB = BENCH MARK DISK
 GV2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2569_STAMPING: C 343 1958
 GV2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2569+STABILITY: SURFACE MOTION
 GV2569
 GV2569  HISTORY     - Date     Condition        Report By
 GV2569  HISTORY     - 1958     MONUMENTED       CGS
 GV2569  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2569  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV2569  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV2569  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2569  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2569
 GV2569                          STATION DESCRIPTION
 GV2569
 GV2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2569'1.7 MI W FROM SHORT PUMP.
 GV2569'GO WEST ON U.S. HIGHWAY 250 FOR 1.7 MILES FROM THE JUNCTION OF
 GV2569'STATE HIGHWAY 271 AT SHORT PUMP.  THE MARK IS 85 PACES WEST OF THE
 GV2569'CENTERLINE OF GAYTON ROAD, 35 FEET SOUTH OF THE CENTERLINE OF
 GV2569'U.S. HIGHWAY 250, 4 FEET EAST OF TELEPHONE POLE NO. 26 AND 2.5
 GV2569'FEET WEST OF A METAL WITNESS POST.  SET IN A SQUARE CONCRETE POST
 GV2569'THAT PROJECTS 3 INCHES.
 GV2569
 GV2569                          STATION RECOVERY (1988)
 GV2569
 GV2569'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLV)
 GV2569'MARK NOT FOUND.
 GV2569
 GV2569                          STATION RECOVERY (1994)
 GV2569
 GV2569'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2569'MARK NOT FOUND.
 GV2569
 GV2569                          STATION RECOVERY (1996)
 GV2569
 GV2569'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2569'MARK NOT FOUND.
 GV2569
 GV2569                          STATION RECOVERY (2000)
 GV2569
 GV2569'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2569'MARK NOT FOUND.
 GV2569
 GV2569                          STATION RECOVERY (2005)
 GV2569
 GV2569'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2570 ***********************************************************************
 GV2570  DESIGNATION -  C 343 RESET 1971
 GV2570  PID         -  GV2570
 GV2570  STATE/COUNTY-  VA/HENRICO
 GV2570  USGS QUAD   -  HYLAS (1994)
 GV2570
 GV2570                         *CURRENT SURVEY CONTROL
 GV2570  ___________________________________________________________________
 GV2570* NAD 83(1986)-  37 39 31.     (N)    077 37 58.     (W)     SCALED    
 GV2570* NAVD 88     -        72.45   (meters)     237.7    (feet)  RESET     
 GV2570  ___________________________________________________________________
 GV2570  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 GV2570
 GV2570  VERT ORDER  -  THIRD
 GV2570
 GV2570.The horizontal coordinates were scaled from a topographic map and have
 GV2570.an estimated accuracy of +/- 6 seconds.
 GV2570
 GV2570.The orthometric height was computed from unverified reset data.
 GV2570.No vertical observational check was made to the station.
 GV2570
 GV2570.The geoid height was determined by GEOID03.
 GV2570
 GV2570;                    North         East    Units  Estimated Accuracy
 GV2570;SPC VA S     - 1,147,430.    3,576,520.      MT  (+/- 180 meters Scaled)
 GV2570
 GV2570                          SUPERSEDED SURVEY CONTROL
 GV2570
 GV2570  NGVD 29 (??/??/??)   72.74   (m)          238.6    (f) RESET       3  
 GV2570
 GV2570.Superseded values are not recommended for survey control.
 GV2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2570.See file dsdata.txt to determine how the superseded data were derived.
 GV2570
 GV2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG677712(NAD 83)
 GV2570_MARKER: DB = BENCH MARK DISK
 GV2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2570_STAMPING: C 343 RESET 1971
 GV2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2570+STABILITY: SURFACE MOTION
 GV2570
 GV2570  HISTORY     - Date     Condition        Report By
 GV2570  HISTORY     - 1971     MONUMENTED       VADH
 GV2570  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2570  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2570  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV2570  HISTORY     - 19961019 GOOD             USPSQD
 GV2570  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2570  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2570
 GV2570                          STATION DESCRIPTION
 GV2570
 GV2570'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971
 GV2570'1.7 MI W FROM SHORT PUMP.
 GV2570'1.7 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF STATE
 GV2570'HIGHWAY 271 AT SHORT PUMP, 85 PACES WEST OF THE CENTER LINE OF
 GV2570'GAYTON ROAD, 83 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 GV2570'250, 24 FEET WEST OF THE CENTER LINE OF THE EAST ENTRANCE TO
 GV2570'KEELS FLORIST, 1.5 FEET NORTH OF A CONCRETE CURB, 1 FOOT NORTH
 GV2570'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 GV2570'FLUSH WITH THE GROUND.
 GV2570
 GV2570                          STATION RECOVERY (1988)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLV)
 GV2570'MARK NOT FOUND.
 GV2570
 GV2570                          STATION RECOVERY (1990)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 1990 (MC)
 GV2570'MARK NOT FOUND.
 GV2570
 GV2570                          STATION RECOVERY (1994)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2570'MARK NOT FOUND.
 GV2570
 GV2570                          STATION RECOVERY (1996)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2570'RECOVERED IN GOOD CONDITION.
 GV2570
 GV2570                          STATION RECOVERY (2000)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2570'MARK NOT FOUND.
 GV2570
 GV2570                          STATION RECOVERY (2005)
 GV2570
 GV2570'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1543 ***********************************************************************
 GV1543  DESIGNATION -  C 344
 GV1543  PID         -  GV1543
 GV1543  STATE/COUNTY-  VA/CHESTERFIELD
 GV1543  USGS QUAD   -  RICHMOND (1994)
 GV1543
 GV1543                         *CURRENT SURVEY CONTROL
 GV1543  ___________________________________________________________________
 GV1543* NAD 83(1986)-  37 30 02.     (N)    077 25 52.     (W)     SCALED    
 GV1543* NAVD 88     -        16.870  (meters)      55.35   (feet)  POSTED    
 GV1543  ___________________________________________________________________
 GV1543  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 GV1543  DYNAMIC HT  -          16.860 (meters)      55.31  (feet)  COMP
 GV1543  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 GV1543
 GV1543  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GV1543
 GV1543.The horizontal coordinates were scaled from a topographic map and have
 GV1543.an estimated accuracy of +/- 6 seconds.
 GV1543
 GV1543.The orthometric height was determined by differential leveling
 GV1543.and adjusted by the National Geodetic Survey in 1992..
 GV1543.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GV1543.rate of 2.1 thru 3.0 mm/km.
 GV1543
 GV1543.The geoid height was determined by GEOID03.
 GV1543
 GV1543.The dynamic height is computed by dividing the NAVD 88
 GV1543.geopotential number by the normal gravity value computed on the
 GV1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1543.degrees latitude (g = 980.6199 gals.).
 GV1543
 GV1543.The modeled gravity was interpolated from observed gravity values.
 GV1543
 GV1543;                    North         East    Units  Estimated Accuracy
 GV1543;SPC VA S     - 1,130,070.    3,594,510.      MT  (+/- 180 meters Scaled)
 GV1543
 GV1543                          SUPERSEDED SURVEY CONTROL
 GV1543
 GV1543  NGVD 29 (??/??/??)   17.182  (m)           56.37   (f) ADJUSTED    2 0
 GV1543
 GV1543.Superseded values are not recommended for survey control.
 GV1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1543.See file dsdata.txt to determine how the superseded data were derived.
 GV1543
 GV1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850531(NAD 83)
 GV1543_MARKER: DB = BENCH MARK DISK
 GV1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1543_SP_SET: BUILDING
 GV1543_STAMPING: C 344 1958
 GV1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1543
 GV1543  HISTORY     - Date     Condition        Report By
 GV1543  HISTORY     - 1958     MONUMENTED       CGS
 GV1543  HISTORY     - 20000223 MARK NOT FOUND   USPSQD
 GV1543  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV1543
 GV1543                          STATION DESCRIPTION
 GV1543
 GV1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1543'1.6 MI S FROM RICHMOND.
 GV1543'FROM THE INTERSECTION OF 8TH STREET AND HULL STREET IN RICHMOND,
 GV1543'GO SOUTH ON 8TH STREET, WHICH BECOMES 9TH STREET ROAD, FOR 1.6
 GV1543'MILES.  THE MARK IS SET VERTICALLY IN THE EAST FACE OF THE
 GV1543'MACK TRUCK SALES AND SERVICE GARAGE, 1 FOOT NORTH OF THE SOUTHEAST
 GV1543'CORNER OF THE BUILDING AND 1 FOOT ABOVE THE GROUND.
 GV1543
 GV1543                          STATION RECOVERY (2000)
 GV1543
 GV1543'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1543'MARK NOT FOUND.
 GV1543
 GV1543                          STATION RECOVERY (2004)
 GV1543
 GV1543'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0690 ***********************************************************************
 GV0690  DESIGNATION -  C 345
 GV0690  PID         -  GV0690
 GV0690  STATE/COUNTY-  VA/JAMES CITY
 GV0690  USGS QUAD   -  TOANO (1986)
 GV0690
 GV0690                         *CURRENT SURVEY CONTROL
 GV0690  ___________________________________________________________________
 GV0690* NAD 83(1986)-  37 23 50.     (N)    076 47 19.     (W)     SCALED    
 GV0690* NAVD 88     -        24.752  (meters)      81.21   (feet)  ADJUSTED  
 GV0690  ___________________________________________________________________
 GV0690  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV0690  DYNAMIC HT  -          24.735 (meters)      81.15  (feet)  COMP
 GV0690  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 GV0690
 GV0690  VERT ORDER  -  SECOND    CLASS 0
 GV0690
 GV0690.The horizontal coordinates were scaled from a topographic map and have
 GV0690.an estimated accuracy of +/- 6 seconds.
 GV0690
 GV0690.The orthometric height was determined by differential leveling
 GV0690.and adjusted by the National Geodetic Survey in June 1991..
 GV0690
 GV0690.The geoid height was determined by GEOID03.
 GV0690
 GV0690.The dynamic height is computed by dividing the NAVD 88
 GV0690.geopotential number by the normal gravity value computed on the
 GV0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0690.degrees latitude (g = 980.6199 gals.).
 GV0690
 GV0690.The modeled gravity was interpolated from observed gravity values.
 GV0690
 GV0690;                    North         East    Units  Estimated Accuracy
 GV0690;SPC VA S     - 1,119,440.    3,651,520.      MT  (+/- 180 meters Scaled)
 GV0690
 GV0690                          SUPERSEDED SURVEY CONTROL
 GV0690
 GV0690  NGVD 29 (??/??/??)   25.088  (m)           82.31   (f) ADJUSTED    2 0
 GV0690
 GV0690.Superseded values are not recommended for survey control.
 GV0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0690.See file dsdata.txt to determine how the superseded data were derived.
 GV0690
 GV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG416404(NAD 83)
 GV0690_MARKER: DB = BENCH MARK DISK
 GV0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0690_STAMPING: C 345 1958
 GV0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0690+STABILITY: SURFACE MOTION
 GV0690
 GV0690  HISTORY     - Date     Condition        Report By
 GV0690  HISTORY     - 1958     MONUMENTED       CGS
 GV0690  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV0690  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0690
 GV0690                          STATION DESCRIPTION
 GV0690
 GV0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0690'6.1 MI SE FROM LANEXA.
 GV0690'5.0 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0690'OFFICE, THENCE 1.1 MILE EAST ON STATE HIGHWAY 168.  THE MARK IS 89
 GV0690'FEET NORTHWEST OF THE NORTHWEST CORNER OF STUCKEYS BRICK BUILDING,
 GV0690'73 FEET SOUTH OF THE EAST BOUND LANE OF STATE HIGHWAY 168, 54
 GV0690'FEET NORTH OF POWER POLE NO. 1919-26, 28 FEET NORTH OF A TEXACO
 GV0690'SIGN AND 2 FEET NORTH OF A REST ROOM SIGN.  SET IN A TEN INCH
 GV0690'SQUARE CONCRETE POST, LEVEL WITH THE GROUND.
 GV0690
 GV0690                          STATION RECOVERY (1997)
 GV0690
 GV0690'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0690'MARK NOT FOUND.
 GV0690
 GV0690                          STATION RECOVERY (2002)
 GV0690
 GV0690'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0495 ***********************************************************************
 HW0495  DESIGNATION -  C 346
 HW0495  PID         -  HW0495
 HW0495  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0495  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0495
 HW0495                         *CURRENT SURVEY CONTROL
 HW0495  ___________________________________________________________________
 HW0495* NAD 83(1986)-  38 03 14.     (N)    078 28 56.     (W)     SCALED    
 HW0495* NAVD 88     -       137.332  (meters)     450.56   (feet)  ADJUSTED  
 HW0495  ___________________________________________________________________
 HW0495  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0495  DYNAMIC HT  -         137.235 (meters)     450.25  (feet)  COMP
 HW0495  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HW0495
 HW0495  VERT ORDER  -  SECOND    CLASS 0
 HW0495
 HW0495.The horizontal coordinates were scaled from a topographic map and have
 HW0495.an estimated accuracy of +/- 6 seconds.
 HW0495
 HW0495.The orthometric height was determined by differential leveling
 HW0495.and adjusted by the National Geodetic Survey in June 1991..
 HW0495
 HW0495.The geoid height was determined by GEOID03.
 HW0495
 HW0495.The dynamic height is computed by dividing the NAVD 88
 HW0495.geopotential number by the normal gravity value computed on the
 HW0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0495.degrees latitude (g = 980.6199 gals.).
 HW0495
 HW0495.The modeled gravity was interpolated from observed gravity values.
 HW0495
 HW0495;                    North         East    Units  Estimated Accuracy
 HW0495;SPC VA S     - 1,190,950.    3,501,560.      MT  (+/- 180 meters Scaled)
 HW0495
 HW0495                          SUPERSEDED SURVEY CONTROL
 HW0495
 HW0495  NGVD 29 (??/??/92)  137.570  (m)          451.34   (f) ADJ UNCH    2 0
 HW0495
 HW0495.Superseded values are not recommended for survey control.
 HW0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0495.See file dsdata.txt to determine how the superseded data were derived.
 HW0495
 HW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC209147(NAD 83)
 HW0495_MARKER: DB = BENCH MARK DISK
 HW0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0495_SP_SET: CULVERT
 HW0495_STAMPING: C 346
 HW0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0495
 HW0495  HISTORY     - Date     Condition        Report By
 HW0495  HISTORY     - UNK      MONUMENTED       CGS
 HW0495  HISTORY     - 1958     GOOD             NGS
 HW0495  HISTORY     - 1964     GOOD             NGS
 HW0495
 HW0495                          STATION DESCRIPTION
 HW0495
 HW0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0495'AT CHARLOTTESVILLE.
 HW0495'0.8 MILE EAST ON U.S. HIGHWAY 250 FROM THE JUNCTION OF U.S.
 HW0495'HIGHWAY 29 NEAR THE NORTHWEST EDGE OF CHARLOTTESVILLE, SET IN
 HW0495'A DRILL HOLE IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF
 HW0495'A CULVERT UNDER THE HIGHWAY AND DIRECTLY UNDER A POWER LINE AND
 HW0495'6 FEET NORTHWEST OF A C AND GS WITNESS SIGN.
 HW0495
 HW0495                          STATION RECOVERY (1964)
 HW0495
 HW0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2546 ***********************************************************************
 GV2546  DESIGNATION -  C 347
 GV2546  PID         -  GV2546
 GV2546  STATE/COUNTY-  VA/GOOCHLAND
 GV2546  USGS QUAD   -  PERKINSVILLE (1987)
 GV2546
 GV2546                         *CURRENT SURVEY CONTROL
 GV2546  ___________________________________________________________________
 GV2546* NAD 83(1986)-  37 43 20.     (N)    077 49 42.     (W)     SCALED    
 GV2546* NAVD 88     -        90.559  (meters)     297.11   (feet)  ADJUSTED  
 GV2546  ___________________________________________________________________
 GV2546  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GV2546  DYNAMIC HT  -          90.499 (meters)     296.91  (feet)  COMP
 GV2546  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 GV2546
 GV2546  VERT ORDER  -  SECOND    CLASS 0
 GV2546
 GV2546.The horizontal coordinates were scaled from a topographic map and have
 GV2546.an estimated accuracy of +/- 6 seconds.
 GV2546
 GV2546.The orthometric height was determined by differential leveling
 GV2546.and adjusted by the National Geodetic Survey in June 1991..
 GV2546
 GV2546.The geoid height was determined by GEOID03.
 GV2546
 GV2546.The dynamic height is computed by dividing the NAVD 88
 GV2546.geopotential number by the normal gravity value computed on the
 GV2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2546.degrees latitude (g = 980.6199 gals.).
 GV2546
 GV2546.The modeled gravity was interpolated from observed gravity values.
 GV2546
 GV2546;                    North         East    Units  Estimated Accuracy
 GV2546;SPC VA S     - 1,154,350.    3,559,210.      MT  (+/- 180 meters Scaled)
 GV2546
 GV2546                          SUPERSEDED SURVEY CONTROL
 GV2546
 GV2546  NGVD 29 (??/??/??)   90.842  (m)          298.04   (f) ADJUSTED    2 0
 GV2546
 GV2546.Superseded values are not recommended for survey control.
 GV2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2546.See file dsdata.txt to determine how the superseded data were derived.
 GV2546
 GV2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG507787(NAD 83)
 GV2546_MARKER: DB = BENCH MARK DISK
 GV2546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2546_SP_SET: CONCRETE WALL
 GV2546_STAMPING: C 347 1958
 GV2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2546+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 GV2546
 GV2546  HISTORY     - Date     Condition        Report By
 GV2546  HISTORY     - 1958     MONUMENTED       CGS
 GV2546  HISTORY     - 1960     GOOD             CGS
 GV2546  HISTORY     - 1967     GOOD             CGS
 GV2546  HISTORY     - 1990     GOOD             USPSQD
 GV2546  HISTORY     - 19980221 GOOD             USPSQD
 GV2546  HISTORY     - 20020404 GOOD             VADOT
 GV2546  HISTORY     - 20050510 GOOD             VADOT
 GV2546
 GV2546                          STATION DESCRIPTION
 GV2546
 GV2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2546'2.5 MI NW FROM OILVILLE.
 GV2546'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE
 GV2546'AT OILVILLE, 0.9 MILE NORTHWEST OF THE CONCRETE HIGHWAY BRIDGE
 GV2546'OVER EAST BEAVERDAM CREEK, 0.1 MILE SOUTHEAST OF GAMMONS STORE
 GV2546'AND TEXACO SERVICE STATION, 76 FEET SOUTHWEST OF THE CENTER LINE
 GV2546'OF THE HIGHWAY, 1.6 FEET NORTHEAST OF THE NORTHEAST FACE OF
 GV2546'BRICK WALL OF GOOCHLAND MOTOR CO. BUILDING, 14 1/2 FEET SOUTHEAST
 GV2546'OF THE NORTH CORNER OF SAME BUILDING, 155 YARDS SOUTHEAST OF THE
 GV2546'JUNCTION OF ROAD 635 LEADING NORTHEAST TO PERKINSVILLE, IN
 GV2546'TOP OF THE NORTHWEST END OF A 10-FOOT-LONG CONCRETE WALL OR
 GV2546'FOUNDATION ALONG BUILDING, AND ABOUT LEVEL WITH THE HIGHWAY.
 GV2546
 GV2546                          STATION RECOVERY (1967)
 GV2546
 GV2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GV2546'NOTE-THE GOOCHLAND MOTOR COMPANY IS NO LONGER IN OPERATION.
 GV2546
 GV2546                          STATION RECOVERY (1990)
 GV2546
 GV2546'RECOVERY NOTE BY US POWER SQUADRON 1990 (CCE)
 GV2546'RECOVERED IN GOOD CONDITION.
 GV2546
 GV2546                          STATION RECOVERY (1998)
 GV2546
 GV2546'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2546'RECOVERED IN GOOD CONDITION.
 GV2546
 GV2546                          STATION RECOVERY (2002)
 GV2546
 GV2546'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV2546'RECOVERED IN GOOD CONDITION.
 GV2546
 GV2546                          STATION RECOVERY (2005)
 GV2546
 GV2546'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JCA)
 GV2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0916 ***********************************************************************
 GW0916  DESIGNATION -  C 348
 GW0916  PID         -  GW0916
 GW0916  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0916  USGS QUAD   -  CORNWALL (1986)
 GW0916
 GW0916                         *CURRENT SURVEY CONTROL
 GW0916  ___________________________________________________________________
 GW0916* NAD 83(1986)-  37 50 36.     (N)    079 21 30.     (W)     SCALED    
 GW0916* NAVD 88     -       427.640  (meters)    1403.02   (feet)  ADJUSTED  
 GW0916  ___________________________________________________________________
 GW0916  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW0916  DYNAMIC HT  -         427.307 (meters)    1401.92  (feet)  COMP
 GW0916  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 GW0916
 GW0916  VERT ORDER  -  FIRST     CLASS II
 GW0916
 GW0916.The horizontal coordinates were scaled from a topographic map and have
 GW0916.an estimated accuracy of +/- 6 seconds.
 GW0916
 GW0916.The orthometric height was determined by differential leveling
 GW0916.and adjusted by the National Geodetic Survey in June 1991..
 GW0916
 GW0916.The geoid height was determined by GEOID03.
 GW0916
 GW0916.The dynamic height is computed by dividing the NAVD 88
 GW0916.geopotential number by the normal gravity value computed on the
 GW0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0916.degrees latitude (g = 980.6199 gals.).
 GW0916
 GW0916.The modeled gravity was interpolated from observed gravity values.
 GW0916
 GW0916;                    North         East    Units  Estimated Accuracy
 GW0916;SPC VA S     - 1,167,920.    3,424,450.      MT  (+/- 180 meters Scaled)
 GW0916
 GW0916                          SUPERSEDED SURVEY CONTROL
 GW0916
 GW0916  NGVD 29 (??/??/92)  427.778  (m)         1403.47   (f) ADJ UNCH    1 2
 GW0916
 GW0916.Superseded values are not recommended for survey control.
 GW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0916.See file dsdata.txt to determine how the superseded data were derived.
 GW0916
 GW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB444897(NAD 83)
 GW0916_MARKER: DB = BENCH MARK DISK
 GW0916_SETTING: 66 = SET IN ROCK OUTCROP
 GW0916_SP_SET: SET IN ROCK OUTCROP
 GW0916_STAMPING: C 348 1958
 GW0916_MARK LOGO: CGS   
 GW0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0916+STABILITY: POSITION/ELEVATION WELL
 GW0916
 GW0916  HISTORY     - Date     Condition        Report By
 GW0916  HISTORY     - 1958     MONUMENTED       CGS
 GW0916  HISTORY     - 1984     GOOD             NGS
 GW0916
 GW0916                          STATION DESCRIPTION
 GW0916
 GW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0916'4.7 MI SW FROM FAIRFIELD.
 GW0916'ABOUT 4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0916'OFFICE AT FAIRFIELD, ON THE TOP OF A 3-BY-3-FOOT OUTCROP
 GW0916'PROJECTING 3 FEET ABOVE THE GROUND, ABOUT 150 YARDS NORTH OF THE
 GW0916'TIMBER RIDGE PRESBYTERIAN CHURCH, 46 FEET SOUTHEAST OF THE CENTER
 GW0916'LINE OF THE NORTH-BOUND LANE OF THE HIGHWAY, 35 FEET NORTHEAST
 GW0916'OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST TO THE CHURCH,
 GW0916'6 FEET NORTHEAST OF AN 18-INCH SYCAMORE TREE, AND ABOUT 4 FEET
 GW0916'ABOVE THE LEVEL OF THE HIGHWAY.
 GW0916
 GW0916                          STATION RECOVERY (1984)
 GW0916
 GW0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0916'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 GW0916'THE MARK IS ABOUT 150 YARDS SOUTHWEST OF THE CHURCH INSTEAD OF ABOUT
 GW0916'150 YARDS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0947 ***********************************************************************
 GW0947  DESIGNATION -  C 349
 GW0947  PID         -  GW0947
 GW0947  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0947  USGS QUAD   -  GLASGOW (1965)
 GW0947
 GW0947                         *CURRENT SURVEY CONTROL
 GW0947  ___________________________________________________________________
 GW0947* NAD 83(1986)-  37 38 46.     (N)    079 28 09.     (W)     SCALED    
 GW0947* NAVD 88     -       344.046  (meters)    1128.76   (feet)  ADJUSTED  
 GW0947  ___________________________________________________________________
 GW0947  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0947  DYNAMIC HT  -         343.773 (meters)    1127.86  (feet)  COMP
 GW0947  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 GW0947
 GW0947  VERT ORDER  -  FIRST     CLASS II
 GW0947
 GW0947.The horizontal coordinates were scaled from a topographic map and have
 GW0947.an estimated accuracy of +/- 6 seconds.
 GW0947
 GW0947.The orthometric height was determined by differential leveling
 GW0947.and adjusted by the National Geodetic Survey in June 1991..
 GW0947
 GW0947.The geoid height was determined by GEOID03.
 GW0947
 GW0947.The dynamic height is computed by dividing the NAVD 88
 GW0947.geopotential number by the normal gravity value computed on the
 GW0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0947.degrees latitude (g = 980.6199 gals.).
 GW0947
 GW0947.The modeled gravity was interpolated from observed gravity values.
 GW0947
 GW0947;                    North         East    Units  Estimated Accuracy
 GW0947;SPC VA S     - 1,146,130.    3,414,470.      MT  (+/- 180 meters Scaled)
 GW0947
 GW0947                          SUPERSEDED SURVEY CONTROL
 GW0947
 GW0947  NGVD 29 (??/??/92)  344.228  (m)         1129.35   (f) ADJ UNCH    1 2
 GW0947
 GW0947.Superseded values are not recommended for survey control.
 GW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0947.See file dsdata.txt to determine how the superseded data were derived.
 GW0947
 GW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB350676(NAD 83)
 GW0947_MARKER: DB = BENCH MARK DISK
 GW0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0947_STAMPING: C 349 1958
 GW0947_MARK LOGO: CGS   
 GW0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0947+STABILITY: SURFACE MOTION
 GW0947
 GW0947  HISTORY     - Date     Condition        Report By
 GW0947  HISTORY     - 1958     MONUMENTED       CGS
 GW0947  HISTORY     - 1984     GOOD             NGS
 GW0947  HISTORY     - 1984     GOOD             NGS
 GW0947
 GW0947                          STATION DESCRIPTION
 GW0947
 GW0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0947'6.9 MI NE FROM NATURAL BRIDGE.
 GW0947'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 GW0947'OF STATE HIGHWAY 130 AT NATURAL BRIDGE, THENCE 3.2 MILES SOUTHEAST
 GW0947'ALONG COUNTY ROAD NO. 684, NEAR THE SUMMIT OF A HILL, NEAR THE
 GW0947'JUNCTION OF A DIM ROAD LEADING SOUTHWEST UPHILL, ON THE NORTH
 GW0947'SLOPE OF A WOODED HILL, 45 1/2 FEET SOUTH OF THE CENTER LINE OF
 GW0947'THE COUNTY ROAD, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 GW0947'LEADING SOUTHWEST, ABOUT 40 YARDS EAST OF THE SUMMIT OF THE HILL,
 GW0947'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 GW0947'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  NOTE-- THIS
 GW0947'MARK MAY BE REACHED BY GOING 0.3 MILE SOUTHWEST ALONG THE NORFOLK
 GW0947'AND WESTERN RAILWAY FROM THE STATION AT GLASGOW, THENCE 1.3 MILES
 GW0947'NORTHWEST ALONG COUNTY ROAD NO. 684 TO THE TOP OF HILL AND BENCH
 GW0947'MARK AS DESCRIBED.
 GW0947
 GW0947                          STATION RECOVERY (1984)
 GW0947
 GW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0947'RECOVERED IN GOOD CONDITION.
 GW0947
 GW0947                          STATION RECOVERY (1984)
 GW0947
 GW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1146 ***********************************************************************
 GA1146  DESIGNATION -  C 35
 GA1146  PID         -  GA1146
 GA1146  STATE/COUNTY-  VA/LEE
 GA1146  USGS QUAD   -  KEOKEE (1978)
 GA1146
 GA1146                         *CURRENT SURVEY CONTROL
 GA1146  ___________________________________________________________________
 GA1146* NAD 83(1986)-  36 47 41.     (N)    082 55 14.     (W)     SCALED    
 GA1146* NAVD 88     -       430.219  (meters)    1411.48   (feet)  ADJUSTED  
 GA1146  ___________________________________________________________________
 GA1146  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1146  DYNAMIC HT  -         429.843 (meters)    1410.24  (feet)  COMP
 GA1146  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 GA1146
 GA1146  VERT ORDER  -  SECOND    CLASS 0
 GA1146
 GA1146.The horizontal coordinates were scaled from a topographic map and have
 GA1146.an estimated accuracy of +/- 6 seconds.
 GA1146
 GA1146.The orthometric height was determined by differential leveling
 GA1146.and adjusted by the National Geodetic Survey in June 1991..
 GA1146
 GA1146.The geoid height was determined by GEOID03.
 GA1146
 GA1146.The dynamic height is computed by dividing the NAVD 88
 GA1146.geopotential number by the normal gravity value computed on the
 GA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1146.degrees latitude (g = 980.6199 gals.).
 GA1146
 GA1146.The modeled gravity was interpolated from observed gravity values.
 GA1146
 GA1146;                    North         East    Units  Estimated Accuracy
 GA1146;SPC VA S     - 1,060,440.    3,105,610.      MT  (+/- 180 meters Scaled)
 GA1146
 GA1146                          SUPERSEDED SURVEY CONTROL
 GA1146
 GA1146  NGVD 29 (??/??/92)  430.352  (m)         1411.91   (f) ADJ UNCH    2 0
 GA1146
 GA1146.Superseded values are not recommended for survey control.
 GA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1146.See file dsdata.txt to determine how the superseded data were derived.
 GA1146
 GA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA286738(NAD 83)
 GA1146_MARKER: DB = BENCH MARK DISK
 GA1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1146_SP_SET: BRIDGE
 GA1146_STAMPING: C 35 1934
 GA1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1146
 GA1146  HISTORY     - Date     Condition        Report By
 GA1146  HISTORY     - 1934     MONUMENTED       CGS
 GA1146
 GA1146                          STATION DESCRIPTION
 GA1146
 GA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1146'2.1 MI E FROM DRYDEN.
 GA1146'2.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1146'FROM DRYDEN, 28 RAILS EAST OF MILEPOST 267, ON THE NORTHWEST
 GA1146'SIDE OF THE TRACK, AT A STONE BRIDGE OVER A CREEK AND A ROAD,
 GA1146'AT THE NORTH WING WALL, AND IN THE CENTER OF THE TOP OF THE
 GA1146'FIRST STEP BELOW THE NORTHWEST STONE HEADWALL.  A STANDARD DISK
 GA1146'STAMPED C 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0594 ***********************************************************************
 GW0594  DESIGNATION -  C 35 USGS RESET 1943
 GW0594  PID         -  GW0594
 GW0594  STATE/COUNTY-  VA/ALBEMARLE
 GW0594  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0594
 GW0594                         *CURRENT SURVEY CONTROL
 GW0594  ___________________________________________________________________
 GW0594* NAD 83(1986)-  37 43 58.     (N)    078 38 52.     (W)     SCALED    
 GW0594* NAVD 88     -        96.843  (meters)     317.73   (feet)  ADJUSTED  
 GW0594  ___________________________________________________________________
 GW0594  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW0594  DYNAMIC HT  -          96.776 (meters)     317.51  (feet)  COMP
 GW0594  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 GW0594
 GW0594  VERT ORDER  -  FIRST     CLASS II
 GW0594
 GW0594.The horizontal coordinates were scaled from a topographic map and have
 GW0594.an estimated accuracy of +/- 6 seconds.
 GW0594
 GW0594.The orthometric height was determined by differential leveling
 GW0594.and adjusted by the National Geodetic Survey in June 1991..
 GW0594
 GW0594.The geoid height was determined by GEOID03.
 GW0594
 GW0594.The dynamic height is computed by dividing the NAVD 88
 GW0594.geopotential number by the normal gravity value computed on the
 GW0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0594.degrees latitude (g = 980.6199 gals.).
 GW0594
 GW0594.The modeled gravity was interpolated from observed gravity values.
 GW0594
 GW0594;                    North         East    Units  Estimated Accuracy
 GW0594;SPC VA S     - 1,155,320.    3,486,970.      MT  (+/- 180 meters Scaled)
 GW0594
 GW0594                          SUPERSEDED SURVEY CONTROL
 GW0594
 GW0594  NGVD 29 (??/??/??)   97.14   (m)          318.7    (f) RESET       3  
 GW0594
 GW0594.Superseded values are not recommended for survey control.
 GW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0594.See file dsdata.txt to determine how the superseded data were derived.
 GW0594
 GW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB072787(NAD 83)
 GW0594_MARKER: DD = SURVEY DISK
 GW0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0594_SP_SET: CONCRETE OFF SET
 GW0594_STAMPING: C 35 RESET 1943
 GW0594_MARK LOGO: CGS   
 GW0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0594
 GW0594  HISTORY     - Date     Condition        Report By
 GW0594  HISTORY     - 1943     MONUMENTED       CORR
 GW0594  HISTORY     - 1944     GOOD             NGS
 GW0594  HISTORY     - 1944     GOOD             NGS
 GW0594  HISTORY     - 1983     GOOD             NGS
 GW0594
 GW0594                          STATION DESCRIPTION
 GW0594
 GW0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0594'AT HOWARDSVILLE.
 GW0594'AT HOWARDSVILLE, ALBEMARLE COUNTY, ON THE CHESAPEAKE AND OHIO
 GW0594'RAILWAY, 0.1 MILE SOUTH OF THE STATION, AT BRIDGE 912A OVER
 GW0594'ROCKFISH RIVER, AT THE SOUTH ABUTMENT, IN THE WEST END OF A
 GW0594'CONCRETE OFF-SET, AND 8.9 FEET WEST OF THE CENTERLINE OF THE
 GW0594'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 35
 GW0594'RESET 1943.  NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION
 GW0594'DETERMINED BY ENGINEERS OF THE CHESAPEAKE AND OHIO RAILWAY IN
 GW0594'NOVEMBER 1943.
 GW0594
 GW0594                          STATION RECOVERY (1944)
 GW0594
 GW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GW0594'RECOVERED IN GOOD CONDITION.
 GW0594
 GW0594                          STATION RECOVERY (1983)
 GW0594
 GW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0594'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI)
 GW0594'SOUTHWEST ALONG STATE HIGHWAY 626 FROM THE POST OFFICE IN HOWARDSVILLE
 GW0594'TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH ABUTMENT OF THE RAILROAD
 GW0594'BRIDGE OVER ROCKFISH RIVER, 1.92 METERS (6.3 FT) WEST OF THE WEST
 GW0594'RAIL.
 GW0594'THE MARK IS 0.61 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0954 ***********************************************************************
 GW0954  DESIGNATION -  C 350
 GW0954  PID         -  GW0954
 GW0954  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0954  USGS QUAD   -  LEXINGTON (1978)
 GW0954
 GW0954                         *CURRENT SURVEY CONTROL
 GW0954  ___________________________________________________________________
 GW0954* NAD 83(1986)-  37 49 57.     (N)    079 29 41.     (W)     SCALED    
 GW0954* NAVD 88     -       408.417  (meters)    1339.95   (feet)  ADJUSTED  
 GW0954  ___________________________________________________________________
 GW0954  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW0954  DYNAMIC HT  -         408.100 (meters)    1338.91  (feet)  COMP
 GW0954  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 GW0954
 GW0954  VERT ORDER  -  SECOND    CLASS 0
 GW0954
 GW0954.The horizontal coordinates were scaled from a topographic map and have
 GW0954.an estimated accuracy of +/- 6 seconds.
 GW0954
 GW0954.The orthometric height was determined by differential leveling
 GW0954.and adjusted by the National Geodetic Survey in June 1991..
 GW0954
 GW0954.The geoid height was determined by GEOID03.
 GW0954
 GW0954.The dynamic height is computed by dividing the NAVD 88
 GW0954.geopotential number by the normal gravity value computed on the
 GW0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0954.degrees latitude (g = 980.6199 gals.).
 GW0954
 GW0954.The modeled gravity was interpolated from observed gravity values.
 GW0954
 GW0954;                    North         East    Units  Estimated Accuracy
 GW0954;SPC VA S     - 1,166,840.    3,412,440.      MT  (+/- 180 meters Scaled)
 GW0954
 GW0954                          SUPERSEDED SURVEY CONTROL
 GW0954
 GW0954  NGVD 29 (??/??/92)  408.585  (m)         1340.50   (f) ADJ UNCH    2 0
 GW0954
 GW0954.Superseded values are not recommended for survey control.
 GW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0954.See file dsdata.txt to determine how the superseded data were derived.
 GW0954
 GW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB324882(NAD 83)
 GW0954_MARKER: DB = BENCH MARK DISK
 GW0954_SETTING: 66 = SET IN ROCK OUTCROP
 GW0954_SP_SET: SET IN ROCK OUTCROP
 GW0954_STAMPING: C 350 1958
 GW0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0954+STABILITY: POSITION/ELEVATION WELL
 GW0954
 GW0954  HISTORY     - Date     Condition        Report By
 GW0954  HISTORY     - 1958     MONUMENTED       CGS
 GW0954
 GW0954                          STATION DESCRIPTION
 GW0954
 GW0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0954'4.5 MI NW FROM LEXINGTON.
 GW0954'ABOUT 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0954'OFFICE AT LEXINGTON, NEAR THE NORTH END OF A ROCK CUT, ON THE
 GW0954'TOP OF A 3-BY-3-FOOT OUTCROP PROJECTING 2 FEET ABOVE THE GROUND,
 GW0954'18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF
 GW0954'THE CENTER LINE OF A DRIVEWAY LEADING EAST TO A TWO-STORIED FRAME
 GW0954'HOUSE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0949 ***********************************************************************
 GW0949  DESIGNATION -  C 351
 GW0949  PID         -  GW0949
 GW0949  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0949  USGS QUAD   -  LEXINGTON (1978)
 GW0949
 GW0949                         *CURRENT SURVEY CONTROL
 GW0949  ___________________________________________________________________
 GW0949* NAD 83(1986)-  37 48 33.     (N)    079 29 08.     (W)     SCALED    
 GW0949* NAVD 88     -       355.637  (meters)    1166.79   (feet)  ADJUSTED  
 GW0949  ___________________________________________________________________
 GW0949  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW0949  DYNAMIC HT  -         355.360 (meters)    1165.88  (feet)  COMP
 GW0949  MODELED GRAV-     979,840.8   (mgal)                       NAVD 88
 GW0949
 GW0949  VERT ORDER  -  SECOND    CLASS 0
 GW0949
 GW0949.The horizontal coordinates were scaled from a topographic map and have
 GW0949.an estimated accuracy of +/- 6 seconds.
 GW0949
 GW0949.The orthometric height was determined by differential leveling
 GW0949.and adjusted by the National Geodetic Survey in June 1991..
 GW0949
 GW0949.The geoid height was determined by GEOID03.
 GW0949
 GW0949.The dynamic height is computed by dividing the NAVD 88
 GW0949.geopotential number by the normal gravity value computed on the
 GW0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0949.degrees latitude (g = 980.6199 gals.).
 GW0949
 GW0949.The modeled gravity was interpolated from observed gravity values.
 GW0949
 GW0949;                    North         East    Units  Estimated Accuracy
 GW0949;SPC VA S     - 1,164,240.    3,413,220.      MT  (+/- 180 meters Scaled)
 GW0949
 GW0949                          SUPERSEDED SURVEY CONTROL
 GW0949
 GW0949  NGVD 29 (??/??/92)  355.805  (m)         1167.34   (f) ADJ UNCH    2 0
 GW0949
 GW0949.Superseded values are not recommended for survey control.
 GW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0949.See file dsdata.txt to determine how the superseded data were derived.
 GW0949
 GW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB333857(NAD 83)
 GW0949_MARKER: DB = BENCH MARK DISK
 GW0949_SETTING: 66 = SET IN ROCK OUTCROP
 GW0949_SP_SET: SET IN ROCK OUTCROP
 GW0949_STAMPING: C 351 1958
 GW0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0949+STABILITY: POSITION/ELEVATION WELL
 GW0949
 GW0949  HISTORY     - Date     Condition        Report By
 GW0949  HISTORY     - 1958     MONUMENTED       CGS
 GW0949
 GW0949                          STATION DESCRIPTION
 GW0949
 GW0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0949'3.2 MI NW FROM LEXINGTON.
 GW0949'ABOUT 2.9 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0949'OFFICE AT LEXINGTON, THENCE 0.3 MILE SOUTHWEST ALONG COUNTY ROAD
 GW0949'NO. 641, ON THE TOP OF A 2-BY-3-FOOT OUTCROP PROJECTING 2 FEET
 GW0949'ABOVE THE GROUND, ABOUT 0.25 MILE SOUTHWEST OF A BRIDGE OVER
 GW0949'WHISTLE CREEK, 14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GW0949'ROAD AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1675 ***********************************************************************
 GW1675  DESIGNATION -  C 352
 GW1675  PID         -  GW1675
 GW1675  STATE/COUNTY-  VA/ALLEGHANY
 GW1675  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1675
 GW1675                         *CURRENT SURVEY CONTROL
 GW1675  ___________________________________________________________________
 GW1675* NAD 83(1986)-  37 48 56.     (N)    079 49 01.     (W)     SCALED    
 GW1675* NAVD 88     -       341.210  (meters)    1119.45   (feet)  ADJUSTED  
 GW1675  ___________________________________________________________________
 GW1675  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW1675  DYNAMIC HT  -         340.941 (meters)    1118.57  (feet)  COMP
 GW1675  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 GW1675
 GW1675  VERT ORDER  -  SECOND    CLASS 0
 GW1675
 GW1675.The horizontal coordinates were scaled from a topographic map and have
 GW1675.an estimated accuracy of +/- 6 seconds.
 GW1675
 GW1675.The orthometric height was determined by differential leveling
 GW1675.and adjusted by the National Geodetic Survey in June 1991..
 GW1675
 GW1675.The geoid height was determined by GEOID03.
 GW1675
 GW1675.The dynamic height is computed by dividing the NAVD 88
 GW1675.geopotential number by the normal gravity value computed on the
 GW1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1675.degrees latitude (g = 980.6199 gals.).
 GW1675
 GW1675.The modeled gravity was interpolated from observed gravity values.
 GW1675
 GW1675;                    North         East    Units  Estimated Accuracy
 GW1675;SPC VA S     - 1,165,300.    3,384,050.      MT  (+/- 180 meters Scaled)
 GW1675
 GW1675                          SUPERSEDED SURVEY CONTROL
 GW1675
 GW1675  NGVD 29 (??/??/92)  341.406  (m)         1120.10   (f) ADJ UNCH    2 0
 GW1675
 GW1675.Superseded values are not recommended for survey control.
 GW1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1675.See file dsdata.txt to determine how the superseded data were derived.
 GW1675
 GW1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB041860(NAD 83)
 GW1675_MARKER: DB = BENCH MARK DISK
 GW1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1675_SP_SET: CULVERT
 GW1675_STAMPING: C 352 1958
 GW1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1675
 GW1675  HISTORY     - Date     Condition        Report By
 GW1675  HISTORY     - 1958     MONUMENTED       CGS
 GW1675
 GW1675                          STATION DESCRIPTION
 GW1675
 GW1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1675'0.4 MI E FROM CLIFTON FORGE.
 GW1675'AT CLIFTON FORGE, 0.4 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE
 GW1675'CITY HALL, SET VERTICALLY IN THE SOUTH CONCRETE FACE AND NEAR THE
 GW1675'EAST END OF A LARGE CONCRETE RETAINING WALL, 27 FEET NORTH OF THE
 GW1675'CENTER LINE OF THE HIGHWAY, 74 YARDS WEST OF THE EAST CLIFTON
 GW1675'FORGE CITY LIMIT, 6.2 FEET WEST OF THE EAST END OF THE WALL
 GW1675'AND 3.3 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0591 ***********************************************************************
 GW0591  DESIGNATION -  C 36
 GW0591  PID         -  GW0591
 GW0591  STATE/COUNTY-  VA/NELSON
 GW0591  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0591
 GW0591                         *CURRENT SURVEY CONTROL
 GW0591  ___________________________________________________________________
 GW0591* NAD 83(1986)-  37 41 48.     (N)    078 39 11.     (W)     SCALED    
 GW0591* NAVD 88     -        96.478  (meters)     316.53   (feet)  ADJUSTED  
 GW0591  ___________________________________________________________________
 GW0591  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW0591  DYNAMIC HT  -          96.411 (meters)     316.31  (feet)  COMP
 GW0591  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 GW0591
 GW0591  VERT ORDER  -  FIRST     CLASS II
 GW0591
 GW0591.The horizontal coordinates were scaled from a topographic map and have
 GW0591.an estimated accuracy of +/- 6 seconds.
 GW0591
 GW0591.The orthometric height was determined by differential leveling
 GW0591.and adjusted by the National Geodetic Survey in June 1991..
 GW0591
 GW0591.The geoid height was determined by GEOID03.
 GW0591
 GW0591.The dynamic height is computed by dividing the NAVD 88
 GW0591.geopotential number by the normal gravity value computed on the
 GW0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0591.degrees latitude (g = 980.6199 gals.).
 GW0591
 GW0591.The modeled gravity was interpolated from observed gravity values.
 GW0591
 GW0591;                    North         East    Units  Estimated Accuracy
 GW0591;SPC VA S     - 1,151,310.    3,486,500.      MT  (+/- 180 meters Scaled)
 GW0591
 GW0591                          SUPERSEDED SURVEY CONTROL
 GW0591
 GW0591  NGVD 29 (??/??/92)   96.745  (m)          317.40   (f) ADJ UNCH    1 2
 GW0591
 GW0591.Superseded values are not recommended for survey control.
 GW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0591.See file dsdata.txt to determine how the superseded data were derived.
 GW0591
 GW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB069747(NAD 83)
 GW0591_MARKER: DD = SURVEY DISK
 GW0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0591_SP_SET: CULVERT
 GW0591_STAMPING: 317.394 C 36 1926
 GW0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0591
 GW0591  HISTORY     - Date     Condition        Report By
 GW0591  HISTORY     - 1926     MONUMENTED       USGS
 GW0591  HISTORY     - 1936     GOOD             NGS
 GW0591
 GW0591                          STATION DESCRIPTION
 GW0591
 GW0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0591'0.2 MI SE FROM HIGHLAND.
 GW0591'0.2 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0591'THE STATION AT HIGHLAND, 45 FEET NORTHWEST OF MILEPOST 94, 90
 GW0591'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A STONE-ARCH
 GW0591'CULVERT, IN THE TOP OF THE STONE COPING, AND 4 FEET FROM THE
 GW0591'SOUTHEAST END OF THE SOUTHWEST HEADWALL.  A U.S. GEOLOGICAL
 GW0591'SURVEY STANDARD DISK, STAMPED 317.394 C 36 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2810 ***********************************************************************
 HV2810  DESIGNATION -  C 365
 HV2810  PID         -  HV2810
 HV2810  STATE/COUNTY-  VA/FAIRFAX
 HV2810  USGS QUAD   -  HERNDON (1994)
 HV2810
 HV2810                         *CURRENT SURVEY CONTROL
 HV2810  ___________________________________________________________________
 HV2810* NAD 83(1986)-  38 56 31.     (N)    077 24 51.     (W)     SCALED    
 HV2810* NAVD 88     -        92.829  (meters)     304.56   (feet)  ADJUSTED  
 HV2810  ___________________________________________________________________
 HV2810  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2810  DYNAMIC HT  -          92.779 (meters)     304.39  (feet)  COMP
 HV2810  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 HV2810
 HV2810  VERT ORDER  -  SECOND    CLASS 0
 HV2810
 HV2810.The horizontal coordinates were scaled from a topographic map and have
 HV2810.an estimated accuracy of +/- 6 seconds.
 HV2810
 HV2810.The orthometric height was determined by differential leveling
 HV2810.and adjusted by the National Geodetic Survey in June 1991..
 HV2810
 HV2810.The geoid height was determined by GEOID03.
 HV2810
 HV2810.The dynamic height is computed by dividing the NAVD 88
 HV2810.geopotential number by the normal gravity value computed on the
 HV2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2810.degrees latitude (g = 980.6199 gals.).
 HV2810
 HV2810.The modeled gravity was interpolated from observed gravity values.
 HV2810
 HV2810;                    North         East    Units  Estimated Accuracy
 HV2810;SPC VA N     - 2,142,110.    3,594,130.      MT  (+/- 180 meters Scaled)
 HV2810
 HV2810                          SUPERSEDED SURVEY CONTROL
 HV2810
 HV2810  NGVD 29 (??/??/??)   93.043  (m)          305.26   (f) ADJUSTED    2 0
 HV2810
 HV2810.Superseded values are not recommended for survey control.
 HV2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2810.See file dsdata.txt to determine how the superseded data were derived.
 HV2810
 HV2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ907131(NAD 83)
 HV2810_MARKER: DB = BENCH MARK DISK
 HV2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2810_STAMPING: C 365 1958
 HV2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2810+STABILITY: SURFACE MOTION
 HV2810
 HV2810  HISTORY     - Date     Condition        Report By
 HV2810  HISTORY     - 1958     MONUMENTED       CGS
 HV2810  HISTORY     - 1960     GOOD             CGS
 HV2810
 HV2810                          STATION DESCRIPTION
 HV2810
 HV2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2810'3.7 MI N FROM CHANTILLY.
 HV2810'3.7 MILES NORTH ALONG STATE HWY 28 (SECONDARY STATE HWY 657) FROM
 HV2810'THE POST OFFICE IN CHANTILLY, AND ABOUT 0.4 MILE NORTH OF FLORIS
 HV2810'ELEMENTARY SCHOOL.  MARK IS 120.5 FEET NORTH OF THE NORTHEAST
 HV2810'HEADWALL OF A CONCRETE CULVERT, 87.2 FEET SOUTH OF POWER LINE POLE
 HV2810'NO. 649, 61.2 FEET NORTHWEST OF A 24-INCH WHITE OAK (LARGEST TREE
 HV2810'IN GROUP OF TREES), 36.5 FEET NORTHEAST OF THE CENTERLINE
 HV2810'INTERSECTION OF STATE HWY. 28 AND SECOND STATE HWY. 608, 14.6 FEET
 HV2810'SOUTHEAST OF A WIRE FENCE CORNER, AND 3.8 FEET NORTHEAST OF A 4-INCH
 HV2810'CEDAR TREE.  THE MARK IS SET IN THE TOP OF A 6-INCH SQUARE
 HV2810'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 HV2810'2.0 FEET SOUTHWEST OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1700 ***********************************************************************
 GW1700  DESIGNATION -  C 368
 GW1700  PID         -  GW1700
 GW1700  STATE/COUNTY-  VA/BOTETOURT
 GW1700  USGS QUAD   -  BUCHANAN (1985)
 GW1700
 GW1700                         *CURRENT SURVEY CONTROL
 GW1700  ___________________________________________________________________
 GW1700* NAD 83(1986)-  37 30 53.     (N)    079 42 08.     (W)     SCALED    
 GW1700* NAVD 88     -       255.618  (meters)     838.64   (feet)  ADJUSTED  
 GW1700  ___________________________________________________________________
 GW1700  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GW1700  DYNAMIC HT  -         255.414 (meters)     837.97  (feet)  COMP
 GW1700  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 GW1700
 GW1700  VERT ORDER  -  FIRST     CLASS II
 GW1700
 GW1700.The horizontal coordinates were scaled from a topographic map and have
 GW1700.an estimated accuracy of +/- 6 seconds.
 GW1700
 GW1700.The orthometric height was determined by differential leveling
 GW1700.and adjusted by the National Geodetic Survey in June 1991..
 GW1700
 GW1700.The geoid height was determined by GEOID03.
 GW1700
 GW1700.The dynamic height is computed by dividing the NAVD 88
 GW1700.geopotential number by the normal gravity value computed on the
 GW1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1700.degrees latitude (g = 980.6199 gals.).
 GW1700
 GW1700.The modeled gravity was interpolated from observed gravity values.
 GW1700
 GW1700;                    North         East    Units  Estimated Accuracy
 GW1700;SPC VA S     - 1,131,780.    3,393,720.      MT  (+/- 180 meters Scaled)
 GW1700
 GW1700                          SUPERSEDED SURVEY CONTROL
 GW1700
 GW1700  NGVD 29 (??/??/92)  255.820  (m)          839.30   (f) ADJ UNCH    1 2
 GW1700
 GW1700.Superseded values are not recommended for survey control.
 GW1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1700.See file dsdata.txt to determine how the superseded data were derived.
 GW1700
 GW1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB146527(NAD 83)
 GW1700_MARKER: DB = BENCH MARK DISK
 GW1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1700_STAMPING: C 368 1959
 GW1700_MARK LOGO: CGS   
 GW1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1700+STABILITY: SURFACE MOTION
 GW1700
 GW1700  HISTORY     - Date     Condition        Report By
 GW1700  HISTORY     - 1959     MONUMENTED       CGS
 GW1700  HISTORY     - 1984     GOOD             NGS
 GW1700  HISTORY     - 19960420 GOOD             USPSQD
 GW1700
 GW1700                          STATION DESCRIPTION
 GW1700
 GW1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1700'1.8 MI SW FROM BUCHANAN.
 GW1700'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 GW1700'END OF CONCRETE HIGHWAY BRIDGE OVER JAMES RIVER AT BUCHANAN, 0.35
 GW1700'MILE NORTHEAST OF THE JUNCTION OF ROAD 625 LEADING NORTHWEST,
 GW1700'39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND AT
 GW1700'OUTSIDE OF A CURVE, 1 FOOT NORTHWEST OF A WIRE FENCE, 28 YARDS
 GW1700'SOUTHWEST OF A ROAD SIDE TABLE, 78 FEET SOUTHWEST OF A 60-INCH
 GW1700'LOW FORKED SYCAMORE TREE, 85 FEET WEST OF TELEPHONE POLE 2237,
 GW1700'87 FEET NORTH OF TELEPHONE POLE 2238, 22 FEET WEST-NORTHWEST
 GW1700'OF A 3-INCH IRON PIPE SUPPORTING A REID AND EDWARDS PONTIAC
 GW1700'BUCHANAN SIGN, 2 FEET NORTHEAST OF A STEEL WITNESS POST, AND
 GW1700'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GW1700
 GW1700                          STATION RECOVERY (1984)
 GW1700
 GW1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1700'RECOVERED IN GOOD CONDITION.
 GW1700
 GW1700                          STATION RECOVERY (1996)
 GW1700
 GW1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1359 ***********************************************************************
 GW1359  DESIGNATION -  C 369
 GW1359  PID         -  GW1359
 GW1359  STATE/COUNTY-  VA/ROANOKE
 GW1359  USGS QUAD   -  ROANOKE (1984)
 GW1359
 GW1359                         *CURRENT SURVEY CONTROL
 GW1359  ___________________________________________________________________
 GW1359* NAD 83(1986)-  37 20 37.     (N)    079 57 41.     (W)     SCALED    
 GW1359* NAVD 88     -       333.551  (meters)    1094.33   (feet)  ADJUSTED  
 GW1359  ___________________________________________________________________
 GW1359  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1359  DYNAMIC HT  -         333.277 (meters)    1093.43  (feet)  COMP
 GW1359  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 GW1359
 GW1359  VERT ORDER  -  FIRST     CLASS II
 GW1359
 GW1359.The horizontal coordinates were scaled from a topographic map and have
 GW1359.an estimated accuracy of +/- 6 seconds.
 GW1359
 GW1359.The orthometric height was determined by differential leveling
 GW1359.and adjusted by the National Geodetic Survey in June 1991..
 GW1359
 GW1359.The geoid height was determined by GEOID03.
 GW1359
 GW1359.The dynamic height is computed by dividing the NAVD 88
 GW1359.geopotential number by the normal gravity value computed on the
 GW1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1359.degrees latitude (g = 980.6199 gals.).
 GW1359
 GW1359.The modeled gravity was interpolated from observed gravity values.
 GW1359
 GW1359;                    North         East    Units  Estimated Accuracy
 GW1359;SPC VA S     - 1,113,120.    3,370,520.      MT  (+/- 180 meters Scaled)
 GW1359
 GW1359                          SUPERSEDED SURVEY CONTROL
 GW1359
 GW1359  NGVD 29 (??/??/92)  333.744  (m)         1094.96   (f) ADJ UNCH    1 2
 GW1359
 GW1359.Superseded values are not recommended for survey control.
 GW1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1359.See file dsdata.txt to determine how the superseded data were derived.
 GW1359
 GW1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB919334(NAD 83)
 GW1359_MARKER: DB = BENCH MARK DISK
 GW1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1359_SP_SET: BUILDING
 GW1359_STAMPING: C 369 1959
 GW1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1359
 GW1359  HISTORY     - Date     Condition        Report By
 GW1359  HISTORY     - 1959     MONUMENTED       CGS
 GW1359  HISTORY     - 1991     GOOD             USPSQD
 GW1359  HISTORY     - 20051125 GOOD             USPSQD
 GW1359
 GW1359                          STATION DESCRIPTION
 GW1359
 GW1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1359'7.6 MI NE FROM SALEM.
 GW1359'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW1359'AT SALEM, THENCE ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY
 GW1359'117, ALSO ABOUT 7.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM
 GW1359'THE HIGH SCHOOL AT TROUTVILLE, BOTETOURT COUNTY, THENCE ABOUT
 GW1359'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 117, 0.05 MILE
 GW1359'SOUTH-SOUTHEAST OF THE JUNCTION OF HIGHWAY 117 AND ROAD 9353, 130
 GW1359'YARDS SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY 117, SET
 GW1359'VERTICALLY IN THE NORTH-NORTHWEST FACE OF A TWO-STORY RED BRICK
 GW1359'SCHOOL BUILDING (BURLINGTON), 2 1/2 FEET EAST-NORTHEAST OF THE
 GW1359'NORTHWEST CORNER OF THE BUILDING, 108 FEET WEST OF THE CENTER OF
 GW1359'THE NORTH AND MAIN ENTRANCE TO SCHOOL, AND ABOUT 1.3 FEET ABOVE
 GW1359'THE LEVEL OF THE GROUND.
 GW1359
 GW1359                          STATION RECOVERY (1991)
 GW1359
 GW1359'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCR)
 GW1359'RECOVERED IN GOOD CONDITION.
 GW1359
 GW1359                          STATION RECOVERY (2005)
 GW1359
 GW1359'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GW1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0590 ***********************************************************************
 GW0590  DESIGNATION -  C 37
 GW0590  PID         -  GW0590
 GW0590  STATE/COUNTY-  VA/NELSON
 GW0590  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0590
 GW0590                         *CURRENT SURVEY CONTROL
 GW0590  ___________________________________________________________________
 GW0590* NAD 83(1986)-  37 41 09.     (N)    078 39 56.     (W)     SCALED    
 GW0590* NAVD 88     -       100.693  (meters)     330.36   (feet)  ADJUSTED  
 GW0590  ___________________________________________________________________
 GW0590  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW0590  DYNAMIC HT  -         100.622 (meters)     330.12  (feet)  COMP
 GW0590  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 GW0590
 GW0590  VERT ORDER  -  FIRST     CLASS II
 GW0590
 GW0590.The horizontal coordinates were scaled from a topographic map and have
 GW0590.an estimated accuracy of +/- 6 seconds.
 GW0590
 GW0590.The orthometric height was determined by differential leveling
 GW0590.and adjusted by the National Geodetic Survey in June 1991..
 GW0590
 GW0590.The geoid height was determined by GEOID03.
 GW0590
 GW0590.The dynamic height is computed by dividing the NAVD 88
 GW0590.geopotential number by the normal gravity value computed on the
 GW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0590.degrees latitude (g = 980.6199 gals.).
 GW0590
 GW0590.The modeled gravity was interpolated from observed gravity values.
 GW0590
 GW0590;                    North         East    Units  Estimated Accuracy
 GW0590;SPC VA S     - 1,150,110.    3,485,400.      MT  (+/- 180 meters Scaled)
 GW0590
 GW0590                          SUPERSEDED SURVEY CONTROL
 GW0590
 GW0590  NGVD 29 (??/??/92)  100.959  (m)          331.23   (f) ADJ UNCH    1 2
 GW0590
 GW0590.Superseded values are not recommended for survey control.
 GW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0590.See file dsdata.txt to determine how the superseded data were derived.
 GW0590
 GW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB058735(NAD 83)
 GW0590_MARKER: DD = SURVEY DISK
 GW0590_SETTING: 66 = SET IN ROCK OUTCROP
 GW0590_SP_SET: ROCK WALL
 GW0590_STAMPING: 331.217 C 37 1926
 GW0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0590+STABILITY: POSITION/ELEVATION WELL
 GW0590
 GW0590  HISTORY     - Date     Condition        Report By
 GW0590  HISTORY     - 1926     MONUMENTED       USGS
 GW0590  HISTORY     - 1936     GOOD             NGS
 GW0590
 GW0590                          STATION DESCRIPTION
 GW0590
 GW0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0590'0.2 MI NW FROM MANTEO.
 GW0590'0.2 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0590'THE STATION AT MANTEO, 492 FEET SOUTH OF THE NORTH SWITCH POINT
 GW0590'OF A SIDING, 55.5 FEET EAST OF THE CENTERLINE OF THE TRACK, ON
 GW0590'THE NORTH BANK OF THE OLD CANAL, IN A SHELF AT THE FOOT OF A
 GW0590'NATURAL ROCK WALL, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A U.S.
 GW0590'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 331.217 C 37 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1073 ***********************************************************************
 FZ1073  DESIGNATION -  C 37
 FZ1073  PID         -  FZ1073
 FZ1073  STATE/COUNTY-  VA/WASHINGTON
 FZ1073  USGS QUAD   -  DAMASCUS (1969)
 FZ1073
 FZ1073                         *CURRENT SURVEY CONTROL
 FZ1073  ___________________________________________________________________
 FZ1073* NAD 83(1986)-  36 39 11.     (N)    081 47 28.     (W)     SCALED    
 FZ1073* NAVD 88     -       613.295  (meters)    2012.12   (feet)  ADJUSTED  
 FZ1073  ___________________________________________________________________
 FZ1073  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1073  DYNAMIC HT  -         612.721 (meters)    2010.24  (feet)  COMP
 FZ1073  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FZ1073
 FZ1073  VERT ORDER  -  SECOND    CLASS 0
 FZ1073
 FZ1073.The horizontal coordinates were scaled from a topographic map and have
 FZ1073.an estimated accuracy of +/- 6 seconds.
 FZ1073
 FZ1073.The orthometric height was determined by differential leveling
 FZ1073.and adjusted by the National Geodetic Survey in June 1991..
 FZ1073
 FZ1073.The geoid height was determined by GEOID03.
 FZ1073
 FZ1073.The dynamic height is computed by dividing the NAVD 88
 FZ1073.geopotential number by the normal gravity value computed on the
 FZ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1073.degrees latitude (g = 980.6199 gals.).
 FZ1073
 FZ1073.The modeled gravity was interpolated from observed gravity values.
 FZ1073
 FZ1073;                    North         East    Units  Estimated Accuracy
 FZ1073;SPC VA S     - 1,040,610.    3,205,780.      MT  (+/- 180 meters Scaled)
 FZ1073
 FZ1073                          SUPERSEDED SURVEY CONTROL
 FZ1073
 FZ1073  NGVD 29 (??/??/92)  613.368  (m)         2012.36   (f) ADJ UNCH    2 0
 FZ1073
 FZ1073.Superseded values are not recommended for survey control.
 FZ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1073.See file dsdata.txt to determine how the superseded data were derived.
 FZ1073
 FZ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA292566(NAD 83)
 FZ1073_MARKER: DB = BENCH MARK DISK
 FZ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1073_STAMPING: C 37 1934
 FZ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1073+STABILITY: SURFACE MOTION
 FZ1073
 FZ1073  HISTORY     - Date     Condition        Report By
 FZ1073  HISTORY     - 1934     MONUMENTED       CGS
 FZ1073
 FZ1073                          STATION DESCRIPTION
 FZ1073
 FZ1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1073'2.1 MI N FROM DAMASCUS.
 FZ1073'2.1 MILES NORTH ALONG U.S. HIGHWAY 58 FROM DAMASCUS, WASHINGTON
 FZ1073'COUNTY, ON THE PROPERTY OF D.A. BLACKBURN, ON THE TOP OF A SMALL
 FZ1073'RISE, 100 YARDS SOUTH OF THE HOUSE, 20 FEET WEST OF THE CENTERLINE
 FZ1073'OF THE HIGHWAY, AND 10 FEET NORTH OF THE GATE TO THE BARNYARD.
 FZ1073'A STANDARD DISK, STAMPED C 37 1934 AND SET IN THE TOP OF A CONCRETE
 FZ1073'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0277 ***********************************************************************
 GX0277  DESIGNATION -  C 370
 GX0277  PID         -  GX0277
 GX0277  STATE/COUNTY-  VA/MONTGOMERY
 GX0277  USGS QUAD   -  BLACKSBURG (1983)
 GX0277
 GX0277                         *CURRENT SURVEY CONTROL
 GX0277  ___________________________________________________________________
 GX0277* NAD 83(1986)-  37 07 48.     (N)    080 29 22.     (W)     SCALED    
 GX0277* NAVD 88     -       561.719  (meters)    1842.91   (feet)  ADJUSTED  
 GX0277  ___________________________________________________________________
 GX0277  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GX0277  DYNAMIC HT  -         561.215 (meters)    1841.25  (feet)  COMP
 GX0277  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 GX0277
 GX0277  VERT ORDER  -  FIRST     CLASS II
 GX0277
 GX0277.The horizontal coordinates were scaled from a topographic map and have
 GX0277.an estimated accuracy of +/- 6 seconds.
 GX0277
 GX0277.The orthometric height was determined by differential leveling
 GX0277.and adjusted by the National Geodetic Survey in June 1991..
 GX0277
 GX0277.The geoid height was determined by GEOID03.
 GX0277
 GX0277.The dynamic height is computed by dividing the NAVD 88
 GX0277.geopotential number by the normal gravity value computed on the
 GX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0277.degrees latitude (g = 980.6199 gals.).
 GX0277
 GX0277.The modeled gravity was interpolated from observed gravity values.
 GX0277
 GX0277;                    North         East    Units  Estimated Accuracy
 GX0277;SPC VA S     - 1,090,270.    3,323,240.      MT  (+/- 180 meters Scaled)
 GX0277
 GX0277                          SUPERSEDED SURVEY CONTROL
 GX0277
 GX0277  NGVD 29 (??/??/92)  561.823  (m)         1843.25   (f) ADJ UNCH    1 2
 GX0277
 GX0277.Superseded values are not recommended for survey control.
 GX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0277.See file dsdata.txt to determine how the superseded data were derived.
 GX0277
 GX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB453094(NAD 83)
 GX0277_MARKER: DB = BENCH MARK DISK
 GX0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0277_SP_SET: CULVERT
 GX0277_STAMPING: C 370 1959
 GX0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0277
 GX0277  HISTORY     - Date     Condition        Report By
 GX0277  HISTORY     - 1959     MONUMENTED       CGS
 GX0277
 GX0277                          STATION DESCRIPTION
 GX0277
 GX0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0277'4 MI E FROM RADFORD.
 GX0277'4.05 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GX0277'RADFORD, ABOUT 0.15 MILE EAST OF THE Y JUNCTION OF BLACK TOP ROAD
 GX0277'NO 604 LEADING SOUTHEAST, 27 FEET SOUTH OF THE CENTER LINE OF THE
 GX0277'HIGHWAY, IN TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 6-FOOT
 GX0277'CONCRETE CULVERT, 45 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 GX0277'OF PAVED ROAD NO 663 LEADING NORTH AND UPHILL TO WALTON, AND ABOUT
 GX0277'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0238 ***********************************************************************
 GX0238  DESIGNATION -  C 371
 GX0238  PID         -  GX0238
 GX0238  STATE/COUNTY-  VA/MONTGOMERY
 GX0238  USGS QUAD   -  ELLISTON (1972)
 GX0238
 GX0238                         *CURRENT SURVEY CONTROL
 GX0238  ___________________________________________________________________
 GX0238* NAD 83(1986)-  37 11 10.     (N)    080 14 11.     (W)     SCALED    
 GX0238* NAVD 88     -       395.924  (meters)    1298.96   (feet)  ADJUSTED  
 GX0238  ___________________________________________________________________
 GX0238  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX0238  DYNAMIC HT  -         395.584 (meters)    1297.85  (feet)  COMP
 GX0238  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 GX0238
 GX0238  VERT ORDER  -  FIRST     CLASS II
 GX0238
 GX0238.The horizontal coordinates were scaled from a topographic map and have
 GX0238.an estimated accuracy of +/- 6 seconds.
 GX0238
 GX0238.The orthometric height was determined by differential leveling
 GX0238.and adjusted by the National Geodetic Survey in June 1991..
 GX0238
 GX0238.The geoid height was determined by GEOID03.
 GX0238
 GX0238.The dynamic height is computed by dividing the NAVD 88
 GX0238.geopotential number by the normal gravity value computed on the
 GX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0238.degrees latitude (g = 980.6199 gals.).
 GX0238
 GX0238.The modeled gravity was interpolated from observed gravity values.
 GX0238
 GX0238;                    North         East    Units  Estimated Accuracy
 GX0238;SPC VA S     - 1,096,050.    3,345,840.      MT  (+/- 180 meters Scaled)
 GX0238
 GX0238                          SUPERSEDED SURVEY CONTROL
 GX0238
 GX0238  NGVD 29 (??/??/92)  396.072  (m)         1299.45   (f) ADJ UNCH    1 2
 GX0238
 GX0238.Superseded values are not recommended for survey control.
 GX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0238.See file dsdata.txt to determine how the superseded data were derived.
 GX0238
 GX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB677157(NAD 83)
 GX0238_MARKER: DB = BENCH MARK DISK
 GX0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0238_SP_SET: CULVERT
 GX0238_STAMPING: C 371 1959
 GX0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0238
 GX0238  HISTORY     - Date     Condition        Report By
 GX0238  HISTORY     - 1959     MONUMENTED       CGS
 GX0238
 GX0238                          STATION DESCRIPTION
 GX0238
 GX0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0238'2 MI NE FROM SHAWSVILLE.
 GX0238'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BANK AT
 GX0238'SHAWSVILLE, ABOUT 0.8 MILE NORTH OF THE CONCRETE BRIDGE OVER THE
 GX0238'SOUTH FORK OF ROANOKE RIVER, 32 FEET EAST OF THE CENTER LINE OF
 GX0238'THE EAST LANES OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE
 GX0238'EAST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, AND ABOUT 2 1/2
 GX0238'FEET BELOW THE LEVEL OF THE EAST LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0552 ***********************************************************************
 GX0552  DESIGNATION -  C 372
 GX0552  PID         -  GX0552
 GX0552  STATE/COUNTY-  VA/PULASKI
 GX0552  USGS QUAD   -  DUBLIN (1965)
 GX0552
 GX0552                         *CURRENT SURVEY CONTROL
 GX0552  ___________________________________________________________________
 GX0552* NAD 83(1986)-  37 05 14.     (N)    080 39 41.     (W)     SCALED    
 GX0552* NAVD 88     -       621.256  (meters)    2038.24   (feet)  ADJUSTED  
 GX0552  ___________________________________________________________________
 GX0552  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0552  DYNAMIC HT  -         620.695 (meters)    2036.40  (feet)  COMP
 GX0552  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GX0552
 GX0552  VERT ORDER  -  FIRST     CLASS II
 GX0552
 GX0552.The horizontal coordinates were scaled from a topographic map and have
 GX0552.an estimated accuracy of +/- 6 seconds.
 GX0552
 GX0552.The orthometric height was determined by differential leveling
 GX0552.and adjusted by the National Geodetic Survey in June 1991..
 GX0552
 GX0552.The geoid height was determined by GEOID03.
 GX0552
 GX0552.The dynamic height is computed by dividing the NAVD 88
 GX0552.geopotential number by the normal gravity value computed on the
 GX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0552.degrees latitude (g = 980.6199 gals.).
 GX0552
 GX0552.The modeled gravity was interpolated from observed gravity values.
 GX0552
 GX0552;                    North         East    Units  Estimated Accuracy
 GX0552;SPC VA S     - 1,085,860.    3,307,860.      MT  (+/- 180 meters Scaled)
 GX0552
 GX0552                          SUPERSEDED SURVEY CONTROL
 GX0552
 GX0552  NGVD 29 (??/??/92)  621.349  (m)         2038.54   (f) ADJ UNCH    1 2
 GX0552
 GX0552.Superseded values are not recommended for survey control.
 GX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0552.See file dsdata.txt to determine how the superseded data were derived.
 GX0552
 GX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB300046(NAD 83)
 GX0552_MARKER: DB = BENCH MARK DISK
 GX0552_SETTING: 66 = SET IN ROCK OUTCROP
 GX0552_SP_SET: ROCK OUTCROP
 GX0552_STAMPING: C 372 1959
 GX0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0552+STABILITY: POSITION/ELEVATION WELL
 GX0552
 GX0552  HISTORY     - Date     Condition        Report By
 GX0552  HISTORY     - 1959     MONUMENTED       CGS
 GX0552
 GX0552                          STATION DESCRIPTION
 GX0552
 GX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0552'2 MI NE FROM NEWBERN.
 GX0552'2.0 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0552'AT NEWBERN, 1.3 MILES NORTHEAST OF NEWBERN ELEMENTARY SCHOOL,
 GX0552'0.8 MILE EAST-NORTHEAST OF THE JUNCTION OF ROAD 662 LEADING
 GX0552'SOUTHEAST AND UPHILL, 0.55 MILE WEST-SOUTHWEST OF THE JUNCTION OF
 GX0552'BLACK TOP ROAD 660 LEADING SOUTHEAST TO CLAYTOR LAKE STATE PARK,
 GX0552'33 FEET NORTHWEST OF THE CENTER LINE OF ROAD 611, 3 FEET NORTHWEST
 GX0552'OF A WIRE FENCE, 104 1/2 FEET NORTHEAST OF THE CENTER OF A GATE,
 GX0552'50 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 GX0552'IN TOP OF THE NORTHEAST HALF OF A 7-BY 4-FOOT TRIANGULATION SHAPED
 GX0552'SLANTING ROCK OUTCROP, 6 FEET WEST OF A STEEL WITNESS POST, AND
 GX0552'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0581 ***********************************************************************
 GX0581  DESIGNATION -  C 373
 GX0581  PID         -  GX0581
 GX0581  STATE/COUNTY-  VA/PULASKI
 GX0581  USGS QUAD   -  PULASKI (1984)
 GX0581
 GX0581                         *CURRENT SURVEY CONTROL
 GX0581  ___________________________________________________________________
 GX0581* NAD 83(1986)-  37 00 13.     (N)    080 45 39.     (W)     SCALED    
 GX0581* NAVD 88     -       630.868  (meters)    2069.77   (feet)  ADJUSTED  
 GX0581  ___________________________________________________________________
 GX0581  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GX0581  DYNAMIC HT  -         630.296 (meters)    2067.90  (feet)  COMP
 GX0581  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 GX0581
 GX0581  VERT ORDER  -  FIRST     CLASS II
 GX0581
 GX0581.The horizontal coordinates were scaled from a topographic map and have
 GX0581.an estimated accuracy of +/- 6 seconds.
 GX0581
 GX0581.The orthometric height was determined by differential leveling
 GX0581.and adjusted by the National Geodetic Survey in June 1991..
 GX0581
 GX0581.The geoid height was determined by GEOID03.
 GX0581
 GX0581.The dynamic height is computed by dividing the NAVD 88
 GX0581.geopotential number by the normal gravity value computed on the
 GX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0581.degrees latitude (g = 980.6199 gals.).
 GX0581
 GX0581.The modeled gravity was interpolated from observed gravity values.
 GX0581
 GX0581;                    North         East    Units  Estimated Accuracy
 GX0581;SPC VA S     - 1,076,790.    3,298,800.      MT  (+/- 180 meters Scaled)
 GX0581
 GX0581                          SUPERSEDED SURVEY CONTROL
 GX0581
 GX0581  NGVD 29 (??/??/92)  630.960  (m)         2070.07   (f) ADJ UNCH    1 2
 GX0581
 GX0581.Superseded values are not recommended for survey control.
 GX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0581.See file dsdata.txt to determine how the superseded data were derived.
 GX0581
 GX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA212953(NAD 83)
 GX0581_MARKER: DB = BENCH MARK DISK
 GX0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0581_SP_SET: CULVERT
 GX0581_STAMPING: C 373 1959
 GX0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0581
 GX0581  HISTORY     - Date     Condition        Report By
 GX0581  HISTORY     - 1959     MONUMENTED       CGS
 GX0581
 GX0581                          STATION DESCRIPTION
 GX0581
 GX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0581'0.8 MI SW FROM DRAPER.
 GX0581'0.85 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM DRAPER
 GX0581'ELEMENTARY SCHOOL AT DRAPER, 44 1/2 FEET NORTH OF THE CENTER
 GX0581'LINE OF THE HIGHWAY, IN TOP OF THE WEST END OF THE NORTH HEAD
 GX0581'WALL OF A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY AND UNDER
 GX0581'INTERSTATE HIGHWAY 81 NOW UNDER CONSTRUCTION, AND ABOUT 4 FEET
 GX0581'BELOW THE LEVEL OF HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0720 ***********************************************************************
 FZ0720  DESIGNATION -  C 374
 FZ0720  PID         -  FZ0720
 FZ0720  STATE/COUNTY-  VA/WYTHE
 FZ0720  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0720
 FZ0720                         *CURRENT SURVEY CONTROL
 FZ0720  ___________________________________________________________________
 FZ0720* NAD 83(1986)-  36 57 08.     (N)    081 04 20.     (W)     SCALED    
 FZ0720* NAVD 88     -       699.584  (meters)    2295.22   (feet)  ADJUSTED  
 FZ0720  ___________________________________________________________________
 FZ0720  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FZ0720  DYNAMIC HT  -         698.940 (meters)    2293.11  (feet)  COMP
 FZ0720  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 FZ0720
 FZ0720  VERT ORDER  -  FIRST     CLASS II
 FZ0720
 FZ0720.The horizontal coordinates were scaled from a topographic map and have
 FZ0720.an estimated accuracy of +/- 6 seconds.
 FZ0720
 FZ0720.The orthometric height was determined by differential leveling
 FZ0720.and adjusted by the National Geodetic Survey in June 1991..
 FZ0720
 FZ0720.The geoid height was determined by GEOID03.
 FZ0720
 FZ0720.The dynamic height is computed by dividing the NAVD 88
 FZ0720.geopotential number by the normal gravity value computed on the
 FZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0720.degrees latitude (g = 980.6199 gals.).
 FZ0720
 FZ0720.The modeled gravity was interpolated from observed gravity values.
 FZ0720
 FZ0720;                    North         East    Units  Estimated Accuracy
 FZ0720;SPC VA S     - 1,071,800.    3,270,930.      MT  (+/- 180 meters Scaled)
 FZ0720
 FZ0720                          SUPERSEDED SURVEY CONTROL
 FZ0720
 FZ0720  NGVD 29 (??/??/92)  699.669  (m)         2295.50   (f) ADJ UNCH    1 2
 FZ0720
 FZ0720.Superseded values are not recommended for survey control.
 FZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0720.See file dsdata.txt to determine how the superseded data were derived.
 FZ0720
 FZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA935895(NAD 83)
 FZ0720_MARKER: DB = BENCH MARK DISK
 FZ0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0720_SP_SET: CATCH BASIN
 FZ0720_STAMPING: C 374 1959
 FZ0720_MARK LOGO: CGS   
 FZ0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0720
 FZ0720  HISTORY     - Date     Condition        Report By
 FZ0720  HISTORY     - 1959     MONUMENTED       CGS
 FZ0720  HISTORY     - 1984     GOOD             NGS
 FZ0720  HISTORY     - 1985     GOOD             USPSQD
 FZ0720
 FZ0720                          STATION DESCRIPTION
 FZ0720
 FZ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0720'AT WYTHEVILLE.
 FZ0720'AT WYTHEVILLE, ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 11 FROM
 FZ0720'THE POST OFFICE, 0.25 MILE WEST-NORTHWEST OF THE CITY LIMITS, 88
 FZ0720'YARDS WEST-NORTHWEST OF WYTHEVILLE MOTOR COMPANY (DODGE AND
 FZ0720'PLYMOUTH), 62 YARDS SOUTHEAST OF A FIRE HYDRANT, 8 YARDS NORTHWEST
 FZ0720'OF POWER LINE POLE 635 2045, 6 FEET NORTHEAST OF THE NORTHEAST
 FZ0720'CURB OF FOUR LANE HIGHWAY 11, IN TOP AND NORTHEAST CORNER OF CATCH
 FZ0720'BASIN WITH ROUND MANHOLE LID MARKED V D H, 1.9 FEET NORTHEAST OF
 FZ0720'THE CENTER OF MANHOLE LID, AND ABOUT LEVEL WITH THE SIDEWALK.
 FZ0720
 FZ0720                          STATION RECOVERY (1984)
 FZ0720
 FZ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0720'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1984 LEVELING.
 FZ0720
 FZ0720                          STATION RECOVERY (1985)
 FZ0720
 FZ0720'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0773 ***********************************************************************
 FZ0773  DESIGNATION -  C 375
 FZ0773  PID         -  FZ0773
 FZ0773  STATE/COUNTY-  VA/SMYTH
 FZ0773  USGS QUAD   -  ATKINS (1991)
 FZ0773
 FZ0773                         *CURRENT SURVEY CONTROL
 FZ0773  ___________________________________________________________________
 FZ0773* NAD 83(1986)-  36 52 00.     (N)    081 25 26.     (W)     SCALED    
 FZ0773* NAVD 88     -       701.168  (meters)    2300.42   (feet)  ADJUSTED  
 FZ0773  ___________________________________________________________________
 FZ0773  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0773  DYNAMIC HT  -         700.510 (meters)    2298.26  (feet)  COMP
 FZ0773  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FZ0773
 FZ0773  VERT ORDER  -  FIRST     CLASS II
 FZ0773
 FZ0773.The horizontal coordinates were scaled from a topographic map and have
 FZ0773.an estimated accuracy of +/- 6 seconds.
 FZ0773
 FZ0773.The orthometric height was determined by differential leveling
 FZ0773.and adjusted by the National Geodetic Survey in June 1991..
 FZ0773
 FZ0773.The geoid height was determined by GEOID03.
 FZ0773
 FZ0773.The dynamic height is computed by dividing the NAVD 88
 FZ0773.geopotential number by the normal gravity value computed on the
 FZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0773.degrees latitude (g = 980.6199 gals.).
 FZ0773
 FZ0773.The modeled gravity was interpolated from observed gravity values.
 FZ0773
 FZ0773;                    North         East    Units  Estimated Accuracy
 FZ0773;SPC VA S     - 1,063,220.    3,239,330.      MT  (+/- 180 meters Scaled)
 FZ0773
 FZ0773                          SUPERSEDED SURVEY CONTROL
 FZ0773
 FZ0773  NGVD 29 (??/??/92)  701.231  (m)         2300.62   (f) ADJ UNCH    1 2
 FZ0773
 FZ0773.Superseded values are not recommended for survey control.
 FZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0773.See file dsdata.txt to determine how the superseded data were derived.
 FZ0773
 FZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA622801(NAD 83)
 FZ0773_MARKER: DB = BENCH MARK DISK
 FZ0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0773_STAMPING: C 375 1959
 FZ0773_MARK LOGO: CGS   
 FZ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0773+STABILITY: SURFACE MOTION
 FZ0773
 FZ0773  HISTORY     - Date     Condition        Report By
 FZ0773  HISTORY     - 1959     MONUMENTED       CGS
 FZ0773  HISTORY     - 1984     GOOD             NGS
 FZ0773  HISTORY     - 1985     GOOD             USPSQD
 FZ0773
 FZ0773                          STATION DESCRIPTION
 FZ0773
 FZ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0773'6.5 MI NE FROM MARION.
 FZ0773'ABOUT 6.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0773'OFFICE AT MARION, AT ATKINS, 0.3 MILE WEST OF ATKINS SCHOOL,
 FZ0773'ABOUT 0.1 MILE SOUTHEAST OF THE NORFOLK AND WESTERN RAILWAY
 FZ0773'STATION, 47 YARDS WEST OF THE INTERSECTION OF ROAD NO. 686,
 FZ0773'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND AT INSIDE
 FZ0773'OF CURVE, BETWEEN TELEPHONE POLES 2492 AND 2493, IN TOP OF
 FZ0773'THE WEST END OF THE NORTH HEAD WALL OF A 12-FOOT CONCRETE
 FZ0773'CULVERT WITH PARTITION, AND ABOUT LEVEL WITH THE HIGHWAY.
 FZ0773
 FZ0773                          STATION RECOVERY (1984)
 FZ0773
 FZ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0773'RECOVERED IN GOOD CONDITION.
 FZ0773
 FZ0773                          STATION RECOVERY (1985)
 FZ0773
 FZ0773'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0301 ***********************************************************************
 GA0301  DESIGNATION -  C 376
 GA0301  PID         -  GA0301
 GA0301  STATE/COUNTY-  VA/WASHINGTON
 GA0301  USGS QUAD   -  WYNDALE (1991)
 GA0301
 GA0301                         *CURRENT SURVEY CONTROL
 GA0301  ___________________________________________________________________
 GA0301* NAD 83(1986)-  36 39 02.     (N)    082 05 29.     (W)     SCALED    
 GA0301* NAVD 88     -       600.019  (meters)    1968.56   (feet)  ADJUSTED  
 GA0301  ___________________________________________________________________
 GA0301  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 GA0301  DYNAMIC HT  -         599.466 (meters)    1966.75  (feet)  COMP
 GA0301  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 GA0301
 GA0301  VERT ORDER  -  FIRST     CLASS II
 GA0301
 GA0301.The horizontal coordinates were scaled from a topographic map and have
 GA0301.an estimated accuracy of +/- 6 seconds.
 GA0301
 GA0301.The orthometric height was determined by differential leveling
 GA0301.and adjusted by the National Geodetic Survey in June 1991..
 GA0301
 GA0301.The geoid height was determined by GEOID03.
 GA0301
 GA0301.The dynamic height is computed by dividing the NAVD 88
 GA0301.geopotential number by the normal gravity value computed on the
 GA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0301.degrees latitude (g = 980.6199 gals.).
 GA0301
 GA0301.The modeled gravity was interpolated from observed gravity values.
 GA0301
 GA0301;                    North         East    Units  Estimated Accuracy
 GA0301;SPC VA S     - 1,041,310.    3,178,940.      MT  (+/- 180 meters Scaled)
 GA0301
 GA0301                          SUPERSEDED SURVEY CONTROL
 GA0301
 GA0301  NGVD 29 (??/??/92)  600.118  (m)         1968.89   (f) ADJ UNCH    1 2
 GA0301
 GA0301.Superseded values are not recommended for survey control.
 GA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0301.See file dsdata.txt to determine how the superseded data were derived.
 GA0301
 GA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA024566(NAD 83)
 GA0301_MARKER: DB = BENCH MARK DISK
 GA0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0301_SP_SET: CULVERT
 GA0301_STAMPING: C 376 1959
 GA0301_MARK LOGO: CGS   
 GA0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0301
 GA0301  HISTORY     - Date     Condition        Report By
 GA0301  HISTORY     - 1959     MONUMENTED       CGS
 GA0301  HISTORY     - 1984     GOOD             NGS
 GA0301
 GA0301                          STATION DESCRIPTION
 GA0301
 GA0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0301'7.2 MI NE FROM BRISTOL.
 GA0301'7.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 GA0301'AT BRISTOL, ABOUT 3.0 MILES NORTHEAST OF THE NORFOLK AND WESTERN
 GA0301'RAILWAY OVERPASS OVER THE HIGHWAY, 32 FEET NORTHWEST OF THE
 GA0301'CENTERLINE OF THE HIGHWAY AND AT OUTSIDE OF A CURVE, 12 FEET
 GA0301'NORTHEAST OF THE CENTERLINE OF A DRIVE TO A WHITE STUCCO
 GA0301'HOUSE WITH NUMBER 4414, ACROSS THE HIGHWAY FROM THE SOUTHWEST
 GA0301'END OF A TEXACO SERVICE STATION, ACROSS THE HIGHWAY FROM TELEPHONE
 GA0301'POLE 312, IN TOP OF A RIGHT ANGLE SHAPED HEAD WALL FOR A 15-INCH
 GA0301'PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE
 GA0301'LEVEL OF THE HIGHWAY.
 GA0301
 GA0301                          STATION RECOVERY (1984)
 GA0301
 GA0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0301'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 9.6 KM (6.0 MI)
 GA0301'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE HIGHWAY 113
 GA0301'IN BRISTOL TO THE MARK ON THE LEFT AND ACROSS THE HIGHWAY FROM THE
 GA0301'WASHINGTON COUNTY VOLUNTEER FIRE DEPARTMENT NUMBER 1, 9.7 METERS
 GA0301'(32.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.6 METERS
 GA0301'(12.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY.
 GA0301'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1159 ***********************************************************************
 FZ1159  DESIGNATION -  C 377
 FZ1159  PID         -  FZ1159
 FZ1159  STATE/COUNTY-  VA/SMYTH
 FZ1159  USGS QUAD   -  CHILHOWIE (1978)
 FZ1159
 FZ1159                         *CURRENT SURVEY CONTROL
 FZ1159  ___________________________________________________________________
 FZ1159* NAD 83(1986)-  36 47 42.     (N)    081 41 11.     (W)     SCALED    
 FZ1159* NAVD 88     -       593.069  (meters)    1945.76   (feet)  ADJUSTED  
 FZ1159  ___________________________________________________________________
 FZ1159  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1159  DYNAMIC HT  -         592.522 (meters)    1943.97  (feet)  COMP
 FZ1159  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FZ1159
 FZ1159  VERT ORDER  -  FIRST     CLASS II
 FZ1159
 FZ1159.The horizontal coordinates were scaled from a topographic map and have
 FZ1159.an estimated accuracy of +/- 6 seconds.
 FZ1159
 FZ1159.The orthometric height was determined by differential leveling
 FZ1159.and adjusted by the National Geodetic Survey in June 1991..
 FZ1159
 FZ1159.The geoid height was determined by GEOID03.
 FZ1159
 FZ1159.The dynamic height is computed by dividing the NAVD 88
 FZ1159.geopotential number by the normal gravity value computed on the
 FZ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1159.degrees latitude (g = 980.6199 gals.).
 FZ1159
 FZ1159.The modeled gravity was interpolated from observed gravity values.
 FZ1159
 FZ1159;                    North         East    Units  Estimated Accuracy
 FZ1159;SPC VA S     - 1,056,030.    3,215,670.      MT  (+/- 180 meters Scaled)
 FZ1159
 FZ1159                          SUPERSEDED SURVEY CONTROL
 FZ1159
 FZ1159  NGVD 29 (??/??/92)  593.173  (m)         1946.10   (f) ADJ UNCH    1 2
 FZ1159
 FZ1159.Superseded values are not recommended for survey control.
 FZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1159.See file dsdata.txt to determine how the superseded data were derived.
 FZ1159
 FZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA387723(NAD 83)
 FZ1159_MARKER: DB = BENCH MARK DISK
 FZ1159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ1159_STAMPING: C 377 1959
 FZ1159_MARK LOGO: CGS   
 FZ1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1159+STABILITY: POSITION/ELEVATION WELL
 FZ1159
 FZ1159  HISTORY     - Date     Condition        Report By
 FZ1159  HISTORY     - 1959     MONUMENTED       CGS
 FZ1159  HISTORY     - 1984     GOOD             NGS
 FZ1159
 FZ1159                          STATION DESCRIPTION
 FZ1159
 FZ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1159'AT CHILHOWIE.
 FZ1159'2.04 MILES SOUTH ALONG STATE HIGHWAY 762 FROM THE JUNCTION OF
 FZ1159'MAIN STREET NEAR THE SOUTH CITY LIMITS OF CHILHOWIE, 200 FEET
 FZ1159'EAST OF HIGHWAY 762 AND SET IN THE TOP OF THE NORTHWEST CORNER
 FZ1159'OF QUADRUPLE CONCRETE BOX IN PLACE UNDER INTERSTATE ROUTE 18.
 FZ1159
 FZ1159                          STATION RECOVERY (1984)
 FZ1159
 FZ1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0229 ***********************************************************************
 GV0229  DESIGNATION -  C 378
 GV0229  PID         -  GV0229
 GV0229  STATE/COUNTY-  VA/C OF HAMPTON
 GV0229  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0229
 GV0229                         *CURRENT SURVEY CONTROL
 GV0229  ___________________________________________________________________
 GV0229* NAD 83(1986)-  37 04 45.     (N)    076 26 57.     (W)     SCALED    
 GV0229* NAVD 88     -         7.715  (meters)      25.31   (feet)  ADJUSTED  
 GV0229  ___________________________________________________________________
 GV0229  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 GV0229  DYNAMIC HT  -           7.709 (meters)      25.29  (feet)  COMP
 GV0229  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 GV0229
 GV0229  VERT ORDER  -  SECOND    CLASS 0
 GV0229
 GV0229.The horizontal coordinates were scaled from a topographic map and have
 GV0229.an estimated accuracy of +/- 6 seconds.
 GV0229
 GV0229.The orthometric height was determined by differential leveling
 GV0229.and adjusted by the National Geodetic Survey in June 1991..
 GV0229
 GV0229.The geoid height was determined by GEOID03.
 GV0229
 GV0229.The dynamic height is computed by dividing the NAVD 88
 GV0229.geopotential number by the normal gravity value computed on the
 GV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0229.degrees latitude (g = 980.6199 gals.).
 GV0229
 GV0229.The modeled gravity was interpolated from observed gravity values.
 GV0229
 GV0229;                    North         East    Units  Estimated Accuracy
 GV0229;SPC VA S     - 1,084,750.    3,682,340.      MT  (+/- 180 meters Scaled)
 GV0229
 GV0229                          SUPERSEDED SURVEY CONTROL
 GV0229
 GV0229  NGVD 29 (??/??/??)    7.956  (m)           26.10   (f) ADJUSTED    2 0
 GV0229
 GV0229.Superseded values are not recommended for survey control.
 GV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0229.See file dsdata.txt to determine how the superseded data were derived.
 GV0229
 GV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG711046(NAD 83)
 GV0229_MARKER: DB = BENCH MARK DISK
 GV0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0229_STAMPING: C 378 1959
 GV0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0229+STABILITY: SURFACE MOTION
 GV0229
 GV0229  HISTORY     - Date     Condition        Report By
 GV0229  HISTORY     - 1959     MONUMENTED       CGS
 GV0229  HISTORY     - 1974     GOOD             LOCSUR
 GV0229  HISTORY     - 20010319 MARK NOT FOUND   USPSQD
 GV0229
 GV0229                          STATION DESCRIPTION
 GV0229
 GV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0229'7.1 MI NW FROM HAMPTON.
 GV0229'7.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0229'OVER KING STREET AT HAMPTON, 0.4 MILE SOUTHEAST OF THE OVERPASS
 GV0229'OF HARPERSVILLE ROAD OVER INTERSTATE HIGHWAY 64, 35 FEET SOUTHWEST
 GV0229'OF THE CENTER LINE OF THE SOUTHEAST BOUND LANE OF INTERSTATE
 GV0229'HIGHWAY 64, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL
 GV0229'OF A 12-FOOT CONCRETE CULVERT WITH PARTITIONS, AND ABOUT 2 FEET
 GV0229'BELOW THE LEVEL OF THE HIGHWAY.
 GV0229
 GV0229                          STATION RECOVERY (1974)
 GV0229
 GV0229'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0229'RECOVERED IN GOOD CONDITION.
 GV0229
 GV0229                          STATION RECOVERY (2001)
 GV0229
 GV0229'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0318 ***********************************************************************
 FX0318  DESIGNATION -  C 379
 FX0318  PID         -  FX0318
 FX0318  STATE/COUNTY-  VA/C OF NORFOLK
 FX0318  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0318
 FX0318                         *CURRENT SURVEY CONTROL
 FX0318  ___________________________________________________________________
 FX0318* NAD 83(1986)-  36 46 01.     (N)    076 20 40.     (W)     SCALED    
 FX0318* NAVD 88     -         3.876  (meters)      12.72   (feet)  POSTED    
 FX0318  ___________________________________________________________________
 FX0318  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX0318  DYNAMIC HT  -           3.870 (meters)      12.70  (feet)  COMP
 FX0318  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0318
 FX0318  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0318
 FX0318.The horizontal coordinates were scaled from a topographic map and have
 FX0318.an estimated accuracy of +/- 6 seconds.
 FX0318
 FX0318.The orthometric height was determined by differential leveling
 FX0318.and adjusted by the National Geodetic Survey in 1992..
 FX0318.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0318.rate of 1.1 thru 2.0 mm/km.
 FX0318
 FX0318.The geoid height was determined by GEOID03.
 FX0318
 FX0318.The dynamic height is computed by dividing the NAVD 88
 FX0318.geopotential number by the normal gravity value computed on the
 FX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0318.degrees latitude (g = 980.6199 gals.).
 FX0318
 FX0318.The modeled gravity was interpolated from observed gravity values.
 FX0318
 FX0318;                    North         East    Units  Estimated Accuracy
 FX0318;SPC VA S     - 1,050,320.    3,692,440.      MT  (+/- 180 meters Scaled)
 FX0318
 FX0318                          SUPERSEDED SURVEY CONTROL
 FX0318
 FX0318  NGVD 29 (??/??/92)    4.132  (m)           13.56   (f) ADJ UNCH    2 0
 FX0318
 FX0318.Superseded values are not recommended for survey control.
 FX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0318.See file dsdata.txt to determine how the superseded data were derived.
 FX0318
 FX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF800698(NAD 83)
 FX0318_MARKER: DB = BENCH MARK DISK
 FX0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0318_SP_SET: WALL
 FX0318_STAMPING: C 379 1959
 FX0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0318
 FX0318  HISTORY     - Date     Condition        Report By
 FX0318  HISTORY     - 1959     MONUMENTED       CGS
 FX0318
 FX0318                          STATION DESCRIPTION
 FX0318
 FX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0318'1.2 MI N FROM DEEP CREEK.
 FX0318'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 17 (GEORGE WASHINGTON
 FX0318'HIGHWAY) FROM THE JUNCTION OF SHELL ROAD AT DEEP CREEK, 0.35
 FX0318'MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 460 AND 13,
 FX0318'AT THE CROSSING OF THE NORFOLK AND WESTERN RAILWAY, 26 1/2
 FX0318'FEET NORTH OF THE NORTHERNMOST RAIL, 32 FEET WEST OF THE CENTER
 FX0318'LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF YADKIN
 FX0318'ROAD LEADING SOUTHWEST AND PARALLELING THE TRACK, 6 FEET
 FX0318'SOUTHWEST OF THE WEST END OF A 60-INCH PIPE CULVERT UNDER THE
 FX0318'HIGHWAY, IN TOP OF THE NORTH END OF A RIGHT ANGLE SHAPED CONCRETE
 FX0318'WALL PROJECTING OUT OF THE RAILROAD BED, ABOUT LEVEL WITH
 FX0318'YADKIN ROAD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 FX0318'THIS MARK CAN BE REACHED ALSO BY GOING ABOUT 0.1 MILE NORTHWEST
 FX0318'ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT BOWERS HILL,
 FX0318'THENCE ABOUT 4.0 MILES SOUTHEAST AND EAST ALONG U.S. HIGHWAY
 FX0318'460 AND 13, THENCE ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0373 ***********************************************************************
 FX0373  DESIGNATION -  C 380
 FX0373  PID         -  FX0373
 FX0373  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0373  USGS QUAD   -  KEMPSVILLE (1986)
 FX0373
 FX0373                         *CURRENT SURVEY CONTROL
 FX0373  ___________________________________________________________________
 FX0373* NAD 83(1986)-  36 50 29.     (N)    076 11 50.     (W)     SCALED    
 FX0373* NAVD 88     -         3.337  (meters)      10.95   (feet)  POSTED    
 FX0373  ___________________________________________________________________
 FX0373  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FX0373  DYNAMIC HT  -           3.330 (meters)      10.93  (feet)  COMP
 FX0373  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 FX0373
 FX0373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0373
 FX0373.The horizontal coordinates were scaled from a topographic map and have
 FX0373.an estimated accuracy of +/- 6 seconds.
 FX0373
 FX0373.The orthometric height was determined by differential leveling
 FX0373.and adjusted by the National Geodetic Survey in 1992..
 FX0373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0373.rate of 0.0 thru 1.0 mm/km.
 FX0373
 FX0373.The geoid height was determined by GEOID03.
 FX0373
 FX0373.The dynamic height is computed by dividing the NAVD 88
 FX0373.geopotential number by the normal gravity value computed on the
 FX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0373.degrees latitude (g = 980.6199 gals.).
 FX0373
 FX0373.The modeled gravity was interpolated from observed gravity values.
 FX0373
 FX0373;                    North         East    Units  Estimated Accuracy
 FX0373;SPC VA S     - 1,058,890.    3,705,380.      MT  (+/- 180 meters Scaled)
 FX0373
 FX0373                          SUPERSEDED SURVEY CONTROL
 FX0373
 FX0373  NGVD 29 (??/??/92)    3.588  (m)           11.77   (f) ADJ UNCH    2 0
 FX0373
 FX0373.Superseded values are not recommended for survey control.
 FX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0373.See file dsdata.txt to determine how the superseded data were derived.
 FX0373
 FX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF932779(NAD 83)
 FX0373_MARKER: DB = BENCH MARK DISK
 FX0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0373_STAMPING: C 380 1959
 FX0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0373+STABILITY: SURFACE MOTION
 FX0373
 FX0373  HISTORY     - Date     Condition        Report By
 FX0373  HISTORY     - 1959     MONUMENTED       CGS
 FX0373  HISTORY     - 19910120 MARK NOT FOUND   USPSQD
 FX0373
 FX0373                          STATION DESCRIPTION
 FX0373
 FX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0373'1.8 MI SE FROM THOMAS CORNER.
 FX0373'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 13 FROM THE CLOVER-LEAF
 FX0373'INTERSECTION OF U.S. HIGHWAYS 13 AND 58 AT THOMAS CORNER,
 FX0373'THENCE ABOUT 0.75 MILE EAST ALONG THE NORFOLK AND SOUTHERN
 FX0373'RAILWAY AND FIRST STREET, AT GLEN ROCK, AT THE JUNCTION OF
 FX0373'FIRST STREET AND COBB ROAD, 24.3 FEET NORTH OF THE NORTH RAIL, 13
 FX0373'FEET SOUTH OF THE CENTER LINE OF FIRST STREET PARALLEL WITH
 FX0373'THE TRACK AND AT THE EAST END OF THE STREET, 4 FEET WEST OF THE
 FX0373'CENTER LINE OF COBB ROAD LEADING NORTH, 5 FEET NORTH-NORTHWEST
 FX0373'OF STREET LIGHT POLE V1-51, 100 1/2 FEET SOUTH-SOUTHWEST OF
 FX0373'AND ACROSS THE STREET FROM THE SOUTHEAST CORNER OF CONCRETE
 FX0373'BLOCK ADDITION TO CALVARY PRESBYTERIAN CHURCH, 2 FEET WEST OF
 FX0373'A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 1/2
 FX0373'FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE
 FX0373'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FX0373
 FX0373                          STATION RECOVERY (1991)
 FX0373
 FX0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2086 ***********************************************************************
 GV2086  DESIGNATION -  C 381
 GV2086  PID         -  GV2086
 GV2086  STATE/COUNTY-  VA/PRINCE GEORGE
 GV2086  USGS QUAD   -  PRINCE GEORGE (1994)
 GV2086
 GV2086                         *CURRENT SURVEY CONTROL
 GV2086  ___________________________________________________________________
 GV2086* NAD 83(1986)-  37 08 50.     (N)    077 20 13.     (W)     SCALED    
 GV2086* NAVD 88     -        46.418  (meters)     152.29   (feet)  ADJUSTED  
 GV2086  ___________________________________________________________________
 GV2086  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 GV2086  DYNAMIC HT  -          46.384 (meters)     152.18  (feet)  COMP
 GV2086  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GV2086
 GV2086  VERT ORDER  -  SECOND    CLASS 0
 GV2086
 GV2086.The horizontal coordinates were scaled from a topographic map and have
 GV2086.an estimated accuracy of +/- 6 seconds.
 GV2086
 GV2086.The orthometric height was determined by differential leveling
 GV2086.and adjusted by the National Geodetic Survey in June 1991..
 GV2086
 GV2086.The geoid height was determined by GEOID03.
 GV2086
 GV2086.The dynamic height is computed by dividing the NAVD 88
 GV2086.geopotential number by the normal gravity value computed on the
 GV2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2086.degrees latitude (g = 980.6199 gals.).
 GV2086
 GV2086.The modeled gravity was interpolated from observed gravity values.
 GV2086
 GV2086;                    North         East    Units  Estimated Accuracy
 GV2086;SPC VA S     - 1,090,960.    3,603,320.      MT  (+/- 180 meters Scaled)
 GV2086
 GV2086                          SUPERSEDED SURVEY CONTROL
 GV2086
 GV2086  NGVD 29 (??/??/??)   46.754  (m)          153.39   (f) ADJUSTED    2 0
 GV2086
 GV2086.Superseded values are not recommended for survey control.
 GV2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2086.See file dsdata.txt to determine how the superseded data were derived.
 GV2086
 GV2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG924137(NAD 83)
 GV2086_MARKER: DB = BENCH MARK DISK
 GV2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2086_STAMPING: C 381 1959
 GV2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2086+STABILITY: SURFACE MOTION
 GV2086
 GV2086  HISTORY     - Date     Condition        Report By
 GV2086  HISTORY     - 1959     MONUMENTED       CGS
 GV2086  HISTORY     - 19980427 GOOD             USPSQD
 GV2086  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV2086
 GV2086                          STATION DESCRIPTION
 GV2086
 GV2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV2086'10 MI NE FROM CARSON.
 GV2086'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL
 GV2086'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY
 GV2086'95, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG COUNTY ROAD 626,
 GV2086'ABOUT 0.35 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 649
 GV2086'LEADING NORTHEAST, 25 FEET WEST OF THE CENTER LINE OF ROAD 626,
 GV2086'16 FEET NORTH OF A FENCE CORNER, 153 FEET SOUTHEAST OF CORNER OF
 GV2086'PORCH OF HOUSE, 1/2 FOOT WEST OF FENCE LINE, 2 FEET NORTH OF A
 GV2086'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 GV2086'OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS MARK CAN BE
 GV2086'REACHED BY GOING ABOUT 4.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 301
 GV2086'FROM THE NORFOLK AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE
 GV2086'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 2.7 MILES
 GV2086'SOUTH ALONG INTERSTATE HIGHWAY 95, THENCE ABOUT 1.05 MILES SOUTHEAST
 GV2086'ALONG COUNTY ROAD 626.
 GV2086
 GV2086                          STATION RECOVERY (1998)
 GV2086
 GV2086'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2086'RECOVERED IN GOOD CONDITION.
 GV2086
 GV2086                          STATION RECOVERY (2003)
 GV2086
 GV2086'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1508 ***********************************************************************
 FX1508  DESIGNATION -  C 382
 FX1508  PID         -  FX1508
 FX1508  STATE/COUNTY-  VA/GREENSVILLE
 FX1508  USGS QUAD   -  EMPORIA (1986)
 FX1508
 FX1508                         *CURRENT SURVEY CONTROL
 FX1508  ___________________________________________________________________
 FX1508* NAD 83(1986)-  36 41 46.     (N)    077 33 11.     (W)     SCALED    
 FX1508* NAVD 88     -        34.967  (meters)     114.72   (feet)  ADJUSTED  
 FX1508  ___________________________________________________________________
 FX1508  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 FX1508  DYNAMIC HT  -          34.941 (meters)     114.64  (feet)  COMP
 FX1508  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 FX1508
 FX1508  VERT ORDER  -  SECOND    CLASS 0
 FX1508
 FX1508.The horizontal coordinates were scaled from a topographic map and have
 FX1508.an estimated accuracy of +/- 6 seconds.
 FX1508
 FX1508.The orthometric height was determined by differential leveling
 FX1508.and adjusted by the National Geodetic Survey in June 1991..
 FX1508
 FX1508.The geoid height was determined by GEOID03.
 FX1508
 FX1508.The dynamic height is computed by dividing the NAVD 88
 FX1508.geopotential number by the normal gravity value computed on the
 FX1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1508.degrees latitude (g = 980.6199 gals.).
 FX1508
 FX1508.The modeled gravity was interpolated from observed gravity values.
 FX1508
 FX1508;                    North         East    Units  Estimated Accuracy
 FX1508;SPC VA S     - 1,040,680.    3,584,620.      MT  (+/- 180 meters Scaled)
 FX1508
 FX1508                          SUPERSEDED SURVEY CONTROL
 FX1508
 FX1508  NGVD 29 (??/??/92)   35.339  (m)          115.94   (f) ADJ UNCH    2 0
 FX1508
 FX1508.Superseded values are not recommended for survey control.
 FX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1508.See file dsdata.txt to determine how the superseded data were derived.
 FX1508
 FX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF719642(NAD 83)
 FX1508_MARKER: DB = BENCH MARK DISK
 FX1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1508_SP_SET: BRIDGE
 FX1508_STAMPING: C 382 1959
 FX1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1508
 FX1508  HISTORY     - Date     Condition        Report By
 FX1508  HISTORY     - 1959     MONUMENTED       CGS
 FX1508  HISTORY     - 1966     GOOD             NGS
 FX1508
 FX1508                          STATION DESCRIPTION
 FX1508
 FX1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1508'0.5 MI S FROM EMPORIA.
 FX1508'ABOUT 0.5 MILE SOUTH ALONG INTERSTATE HIGHWAY 95 FROM THE CROSSING
 FX1508'OF U.S. HIGHWAY 58 AT EMPORIA, IN THE TOP OF THE WEST END OF
 FX1508'NORTH ABUTMENT OF SOUTH BOUND TRAFFIC LANE BRIDGE OVER MEHERRIN
 FX1508'RIVER, 18 FEET WEST OF CENTER LINE OF SOUTH BOUND TRAFFIC LANE
 FX1508'AND ABOUT LEVEL WITH HIGHWAY.
 FX1508
 FX1508                          STATION RECOVERY (1966)
 FX1508
 FX1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FX1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2255 ***********************************************************************
 HV2255  DESIGNATION -  C 383
 HV2255  PID         -  HV2255
 HV2255  STATE/COUNTY-  VA/FAIRFAX
 HV2255  USGS QUAD   -  ANNANDALE (1994)
 HV2255
 HV2255                         *CURRENT SURVEY CONTROL
 HV2255  ___________________________________________________________________
 HV2255* NAD 83(1986)-  38 51 56.     (N)    077 12 45.     (W)     SCALED    
 HV2255* NAVD 88     -        89.359  (meters)     293.17   (feet)  ADJUSTED  
 HV2255  ___________________________________________________________________
 HV2255  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV2255  DYNAMIC HT  -          89.309 (meters)     293.01  (feet)  COMP
 HV2255  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 HV2255
 HV2255  VERT ORDER  -  SECOND    CLASS 0
 HV2255
 HV2255.The horizontal coordinates were scaled from a topographic map and have
 HV2255.an estimated accuracy of +/- 6 seconds.
 HV2255
 HV2255.The orthometric height was determined by differential leveling
 HV2255.and adjusted by the National Geodetic Survey in June 1991..
 HV2255
 HV2255.The geoid height was determined by GEOID03.
 HV2255
 HV2255.The dynamic height is computed by dividing the NAVD 88
 HV2255.geopotential number by the normal gravity value computed on the
 HV2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2255.degrees latitude (g = 980.6199 gals.).
 HV2255
 HV2255.The modeled gravity was interpolated from observed gravity values.
 HV2255
 HV2255;                    North         East    Units  Estimated Accuracy
 HV2255;SPC VA N     - 2,133,860.    3,611,730.      MT  (+/- 180 meters Scaled)
 HV2255
 HV2255                          SUPERSEDED SURVEY CONTROL
 HV2255
 HV2255  NGVD 29 (??/??/??)   89.589  (m)          293.93   (f) ADJUSTED    2 0
 HV2255
 HV2255.Superseded values are not recommended for survey control.
 HV2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2255.See file dsdata.txt to determine how the superseded data were derived.
 HV2255
 HV2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ080041(NAD 83)
 HV2255_MARKER: DB = BENCH MARK DISK
 HV2255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2255_SP_SET: CULVERT
 HV2255_STAMPING: C 383 1960
 HV2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2255
 HV2255  HISTORY     - Date     Condition        Report By
 HV2255  HISTORY     - 1960     MONUMENTED       CGS
 HV2255
 HV2255                          STATION DESCRIPTION
 HV2255
 HV2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2255'1 MI E FROM MERRIFIELD.
 HV2255'ABOUT 0.2 MILE SOUTH ALONG GALLOWS ROAD FROM LUTHER JACKSON HIGH
 HV2255'SCHOOL AT MERRIFIELD, THENCE ABOUT 0.8 MILE EAST ALONG U.S.
 HV2255'HIGHWAY 50, ABOUT 0.1 MILE SOUTHWEST OF MELPAR INC. BUILDING
 HV2255'(UNDER CONSTRUCTION THIS DATE), 21 1/2 FEET SOUTH OF THE CENTER
 HV2255'LINE OF EAST-BOUND TRAFFIC LANE, IN TOP OF THE EAST END OF
 HV2255'CONCRETE BOX CULVERT OVER HOLMES RUN, 1 FOOT WEST OF THE EAST END
 HV2255'OF SOUTH HEAD WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HV2255'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2696 ***********************************************************************
 HV2696  DESIGNATION -  C 384
 HV2696  PID         -  HV2696
 HV2696  STATE/COUNTY-  VA/FAIRFAX
 HV2696  USGS QUAD   -  MANASSAS (1994)
 HV2696
 HV2696                         *CURRENT SURVEY CONTROL
 HV2696  ___________________________________________________________________
 HV2696* NAD 83(1986)-  38 49 38.     (N)    077 27 21.     (W)     SCALED    
 HV2696* NAVD 88     -        67.617  (meters)     221.84   (feet)  ADJUSTED  
 HV2696  ___________________________________________________________________
 HV2696  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV2696  DYNAMIC HT  -          67.580 (meters)     221.72  (feet)  COMP
 HV2696  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 HV2696
 HV2696  VERT ORDER  -  SECOND    CLASS 0
 HV2696
 HV2696.The horizontal coordinates were scaled from a topographic map and have
 HV2696.an estimated accuracy of +/- 6 seconds.
 HV2696
 HV2696.The orthometric height was determined by differential leveling
 HV2696.and adjusted by the National Geodetic Survey in June 1991..
 HV2696
 HV2696.The geoid height was determined by GEOID03.
 HV2696
 HV2696.The dynamic height is computed by dividing the NAVD 88
 HV2696.geopotential number by the normal gravity value computed on the
 HV2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2696.degrees latitude (g = 980.6199 gals.).
 HV2696
 HV2696.The modeled gravity was interpolated from observed gravity values.
 HV2696
 HV2696;                    North         East    Units  Estimated Accuracy
 HV2696;SPC VA N     - 2,129,340.    3,590,670.      MT  (+/- 180 meters Scaled)
 HV2696
 HV2696                          SUPERSEDED SURVEY CONTROL
 HV2696
 HV2696  NGVD 29 (??/??/??)   67.848  (m)          222.60   (f) ADJUSTED    2 0
 HV2696
 HV2696.Superseded values are not recommended for survey control.
 HV2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2696.See file dsdata.txt to determine how the superseded data were derived.
 HV2696
 HV2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ868004(NAD 83)
 HV2696_MARKER: DB = BENCH MARK DISK
 HV2696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2696_SP_SET: CONC CATCH BASIN
 HV2696_STAMPING: C 384 1960
 HV2696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2696
 HV2696  HISTORY     - Date     Condition        Report By
 HV2696  HISTORY     - 1960     MONUMENTED       CGS
 HV2696
 HV2696                          STATION DESCRIPTION
 HV2696
 HV2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2696'1.8 MI SW FROM CENTREVILLE.
 HV2696'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 211 AND 29 FROM THE
 HV2696'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 0.85
 HV2696'MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 0.15 MILE NORTHEAST
 HV2696'OF CROSSING OF A HIGH POWER LINE, IN MEDIAN STRIP BETWEEN LANES
 HV2696'OF HIGHWAY, IN TOP AND 1 FOOT NORTH-NORTHEAST OF THE WEST CORNER
 HV2696'OF IRON COVERED 2-BY 3-BY 10-FOOT-DEEP CONCRETE CATCH BASIN
 HV2696'DRAINING INTO A 5-FOOT-DEEP CONCRETE BOX CULVERT UNDER THE
 HV2696'HIGHWAY, ABOUT 7 FEET BELOW THE LEVEL OF EAST BOUND LANES, AND
 HV2696'ABOUT 5 FEET BELOW THE LEVEL OF WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3579 ***********************************************************************
 HV3579  DESIGNATION -  C 385
 HV3579  PID         -  HV3579
 HV3579  STATE/COUNTY-  VA/FAUQUIER
 HV3579  USGS QUAD   -  MARSHALL (1983)
 HV3579
 HV3579                         *CURRENT SURVEY CONTROL
 HV3579  ___________________________________________________________________
 HV3579* NAD 83(1986)-  38 51 50.     (N)    077 46 58.     (W)     SCALED    
 HV3579* NAVD 88     -       175.376  (meters)     575.38   (feet)  ADJUSTED  
 HV3579  ___________________________________________________________________
 HV3579  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3579  DYNAMIC HT  -         175.271 (meters)     575.03  (feet)  COMP
 HV3579  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 HV3579
 HV3579  VERT ORDER  -  SECOND    CLASS 0
 HV3579
 HV3579.The horizontal coordinates were scaled from a topographic map and have
 HV3579.an estimated accuracy of +/- 6 seconds.
 HV3579
 HV3579.The orthometric height was determined by differential leveling
 HV3579.and adjusted by the National Geodetic Survey in June 1991..
 HV3579
 HV3579.The geoid height was determined by GEOID03.
 HV3579
 HV3579.The dynamic height is computed by dividing the NAVD 88
 HV3579.geopotential number by the normal gravity value computed on the
 HV3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3579.degrees latitude (g = 980.6199 gals.).
 HV3579
 HV3579.The modeled gravity was interpolated from observed gravity values.
 HV3579
 HV3579;                    North         East    Units  Estimated Accuracy
 HV3579;SPC VA N     - 2,133,140.    3,562,250.      MT  (+/- 180 meters Scaled)
 HV3579
 HV3579                          SUPERSEDED SURVEY CONTROL
 HV3579
 HV3579  NGVD 29 (??/??/??)  175.589  (m)          576.08   (f) ADJUSTED    2 0
 HV3579
 HV3579.Superseded values are not recommended for survey control.
 HV3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3579.See file dsdata.txt to determine how the superseded data were derived.
 HV3579
 HV3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ585053(NAD 83)
 HV3579_MARKER: DB = BENCH MARK DISK
 HV3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3579_STAMPING: C 385 1969
 HV3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3579+STABILITY: SURFACE MOTION
 HV3579
 HV3579  HISTORY     - Date     Condition        Report By
 HV3579  HISTORY     - 1960     MONUMENTED       CGS
 HV3579
 HV3579                          STATION DESCRIPTION
 HV3579
 HV3579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3579'0.3 MI W FROM THE PLAINS.
 HV3579'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 55 FROM THE CROSSING OF
 HV3579'THE SOUTHERN RAILWAY AT THE PLAINS, 0.15 MILE WEST OF A
 HV3579'SCHOOL, 0.6 MILE EAST OF THE JUNCTION OF ROAD 704 LEADING NORTH,
 HV3579'73 YARDS WEST-NORTHWEST OF A DRIVE LEADING SOUTH TO A TWO-STORY
 HV3579'STUCCO HOUSE, 52 YARDS WEST-NORTHWEST OF OFF SET RIGHT-OF-WAY
 HV3579'MARKS, 39 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 55,
 HV3579'1 FOOT NORTHEAST OF A WIRE FENCE, 4 FEET EAST-SOUTHEAST OF A
 HV3579'CABLE LINE POLE (NO. 11), 108 1/2 FEET EAST-SOUTHEAST OF THE CENTER
 HV3579'OF A PASTURE GATE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 HV3579'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2531 ***********************************************************************
 HV2531  DESIGNATION -  C 386
 HV2531  PID         -  HV2531
 HV2531  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2531  USGS QUAD   -  QUANTICO (1994)
 HV2531
 HV2531                         *CURRENT SURVEY CONTROL
 HV2531  ___________________________________________________________________
 HV2531* NAD 83(1986)-  38 36 28.     (N)    077 17 31.     (W)     SCALED    
 HV2531* NAVD 88     -        10.751  (meters)      35.27   (feet)  ADJUSTED  
 HV2531  ___________________________________________________________________
 HV2531  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV2531  DYNAMIC HT  -          10.745 (meters)      35.25  (feet)  COMP
 HV2531  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 HV2531
 HV2531  VERT ORDER  -  SECOND    CLASS 0
 HV2531
 HV2531.The horizontal coordinates were scaled from a topographic map and have
 HV2531.an estimated accuracy of +/- 6 seconds.
 HV2531
 HV2531.The orthometric height was determined by differential leveling
 HV2531.and adjusted by the National Geodetic Survey in June 1991..
 HV2531
 HV2531.The geoid height was determined by GEOID03.
 HV2531
 HV2531.The dynamic height is computed by dividing the NAVD 88
 HV2531.geopotential number by the normal gravity value computed on the
 HV2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2531.degrees latitude (g = 980.6199 gals.).
 HV2531
 HV2531.The modeled gravity was interpolated from observed gravity values.
 HV2531
 HV2531;                    North         East    Units  Estimated Accuracy
 HV2531;SPC VA N     - 2,105,150.    3,605,220.      MT  (+/- 180 meters Scaled)
 HV2531
 HV2531                          SUPERSEDED SURVEY CONTROL
 HV2531
 HV2531  NGVD 29 (??/??/??)   11.012  (m)           36.13   (f) ADJUSTED    2 0
 HV2531
 HV2531.Superseded values are not recommended for survey control.
 HV2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2531.See file dsdata.txt to determine how the superseded data were derived.
 HV2531
 HV2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH004757(NAD 83)
 HV2531_MARKER: DB = BENCH MARK DISK
 HV2531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2531_SP_SET: IRON GRILL
 HV2531_STAMPING: C 386 1960
 HV2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2531
 HV2531  HISTORY     - Date     Condition        Report By
 HV2531  HISTORY     - 1960     MONUMENTED       CGS
 HV2531  HISTORY     - 1962     GOOD             CGS
 HV2531
 HV2531                          STATION DESCRIPTION
 HV2531
 HV2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2531'3.6 MI NE FROM DUMFRIES.
 HV2531'ABOUT 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2531'OFFICE AT DUMFRIES, 0.3 MILE SOUTHWEST OF THE JUNCTION OF ROAD
 HV2531'638 LEADING WEST, AT THE INTERSECTION OF ROAD 610 LEADING WEST
 HV2531'TO GARFIELD HIGH SCHOOL, 99 1/2 FEET WEST OF THE CENTER LINE OF
 HV2531'HIGHWAY 1, 20 FEET SOUTH OF THE CENTER LINE OF ROAD 610, 24 1/2
 HV2531'FEET EAST OF CENTER LINE OF DRIVE TO GASOLINE SERVICE STATION
 HV2531'(FLYING A STATION), IN TOP OF THE SOUTHEAST CORNER OF AN IRON
 HV2531'GRILL COVERED 2 1/2-BY 2 1/2-FOOT CONCRETE CATCH BASIN, AND ABOUT
 HV2531'LEVEL WITH THE HIGHWAY.
 HV2531
 HV2531                          STATION RECOVERY (1962)
 HV2531
 HV2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3024 ***********************************************************************
 HV3024  DESIGNATION -  C 387
 HV3024  PID         -  HV3024
 HV3024  STATE/COUNTY-  VA/STAFFORD
 HV3024  USGS QUAD   -  STAFFORD (1994)
 HV3024
 HV3024                         *CURRENT SURVEY CONTROL
 HV3024  ___________________________________________________________________
 HV3024* NAD 83(1986)-  38 28 12.     (N)    077 24 00.     (W)     SCALED    
 HV3024* NAVD 88     -        17.474  (meters)      57.33   (feet)  ADJUSTED  
 HV3024  ___________________________________________________________________
 HV3024  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3024  DYNAMIC HT  -          17.464 (meters)      57.30  (feet)  COMP
 HV3024  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 HV3024
 HV3024  VERT ORDER  -  SECOND    CLASS 0
 HV3024
 HV3024.The horizontal coordinates were scaled from a topographic map and have
 HV3024.an estimated accuracy of +/- 6 seconds.
 HV3024
 HV3024.The orthometric height was determined by differential leveling
 HV3024.and adjusted by the National Geodetic Survey in June 1991..
 HV3024
 HV3024.The geoid height was determined by GEOID03.
 HV3024
 HV3024.The dynamic height is computed by dividing the NAVD 88
 HV3024.geopotential number by the normal gravity value computed on the
 HV3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3024.degrees latitude (g = 980.6199 gals.).
 HV3024
 HV3024.The modeled gravity was interpolated from observed gravity values.
 HV3024
 HV3024;                    North         East    Units  Estimated Accuracy
 HV3024;SPC VA N     - 2,089,740.    3,595,990.      MT  (+/- 180 meters Scaled)
 HV3024
 HV3024                          SUPERSEDED SURVEY CONTROL
 HV3024
 HV3024  NGVD 29 (??/??/??)   17.751  (m)           58.24   (f) ADJUSTED    2 0
 HV3024
 HV3024.Superseded values are not recommended for survey control.
 HV3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3024.See file dsdata.txt to determine how the superseded data were derived.
 HV3024
 HV3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH906606(NAD 83)
 HV3024_MARKER: DB = BENCH MARK DISK
 HV3024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3024_SP_SET: CULVERT
 HV3024_STAMPING: C 387 1960
 HV3024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3024
 HV3024  HISTORY     - Date     Condition        Report By
 HV3024  HISTORY     - 1960     MONUMENTED       CGS
 HV3024
 HV3024                          STATION DESCRIPTION
 HV3024
 HV3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3024'3.6 MI NE FROM STAFFORD.
 HV3024'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 HV3024'COURTHOUSE AT STAFFORD, 0.5 MILE NORTHEAST OF THE JUNCTION OF
 HV3024'ROAD 610 LEADING NORTHWEST, 0.45 MILE SOUTHWEST OF CONCRETE
 HV3024'HIGHWAY BRIDGE OVER AQUIA CREEK, 37 1/2 FEET NORTHWEST OF THE
 HV3024'CENTER LINE OF THE HIGHWAY, 44 1/2 FEET SOUTHWEST OF THE CENTER
 HV3024'LINE OF DRIVE LEADING NORTHWEST AND UPHILL TO A RED BRICK HOUSE,
 HV3024'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A
 HV3024'5-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, AND ABOUT 3 1/2 FEET
 HV3024'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3055 ***********************************************************************
 HV3055  DESIGNATION -  C 388
 HV3055  PID         -  HV3055
 HV3055  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3055  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3055
 HV3055                         *CURRENT SURVEY CONTROL
 HV3055  ___________________________________________________________________
 HV3055* NAD 83(1986)-  38 15 22.     (N)    077 29 50.     (W)     SCALED    
 HV3055* NAVD 88     -        75.374  (meters)     247.29   (feet)  ADJUSTED  
 HV3055  ___________________________________________________________________
 HV3055  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3055  DYNAMIC HT  -          75.327 (meters)     247.14  (feet)  COMP
 HV3055  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 HV3055
 HV3055  VERT ORDER  -  FIRST     CLASS I
 HV3055
 HV3055.The horizontal coordinates were scaled from a topographic map and have
 HV3055.an estimated accuracy of +/- 6 seconds.
 HV3055
 HV3055.The orthometric height was determined by differential leveling
 HV3055.and adjusted by the National Geodetic Survey in June 1991..
 HV3055
 HV3055.The geoid height was determined by GEOID03.
 HV3055
 HV3055.The dynamic height is computed by dividing the NAVD 88
 HV3055.geopotential number by the normal gravity value computed on the
 HV3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3055.degrees latitude (g = 980.6199 gals.).
 HV3055
 HV3055.The modeled gravity was interpolated from observed gravity values.
 HV3055
 HV3055;                    North         East    Units  Estimated Accuracy
 HV3055;SPC VA N     - 2,065,910.    3,587,770.      MT  (+/- 180 meters Scaled)
 HV3055
 HV3055                          SUPERSEDED SURVEY CONTROL
 HV3055
 HV3055  NGVD 29 (??/??/??)   75.622  (m)          248.10   (f) ADJUSTED    1 1
 HV3055
 HV3055.Superseded values are not recommended for survey control.
 HV3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3055.See file dsdata.txt to determine how the superseded data were derived.
 HV3055
 HV3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH814371(NAD 83)
 HV3055_MARKER: DB = BENCH MARK DISK
 HV3055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3055_SP_SET: CATCH BASIN
 HV3055_STAMPING: C 388 1960
 HV3055_MARK LOGO: CGS   
 HV3055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3055
 HV3055  HISTORY     - Date     Condition        Report By
 HV3055  HISTORY     - 1960     MONUMENTED       CGS
 HV3055  HISTORY     - 1981     GOOD             NGS
 HV3055  HISTORY     - 1983     GOOD             NGS
 HV3055  HISTORY     - 1984     GOOD             NGS
 HV3055  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3055
 HV3055                          STATION DESCRIPTION
 HV3055
 HV3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3055'3 MI SW FROM FREDERICKSBURG.
 HV3055'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 1 FROM
 HV3055'THE OVERPASS OVER STATE HIGHWAY 3 AT FREDERICKSBURG, 110 YARDS
 HV3055'NORTH OF TRAFFIC LIGHT JUNCTION OF U.S. HIGHWAY 1, ALTERNATE
 HV3055'U.S. HIGHWAY 1, AND STATE HIGHWAY 208 LEADING SOUTHWEST, AT FOUR
 HV3055'MILE FORK, 25 1/2 FEET WEST OF THE CENTER LINE OF SOUTH-BOUND
 HV3055'LANE OF ALTERNATE HIGHWAY 1, 19 FEET EAST OF THE CENTER LINE OF
 HV3055'SERVICE ROAD, IN TOP OF THE CENTER OF NORTH WALL OF A 3 1/2-BY
 HV3055'3 1/2-FOOT CONCRETE CATCH BASIN WITH IRON GRILL COVER, AND
 HV3055'ABOUT 1 1/2 FEET BELOW THE LEVEL OF HIGHWAY.
 HV3055
 HV3055                          STATION RECOVERY (1981)
 HV3055
 HV3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV3055'RECOVERED IN GOOD CONDITION.
 HV3055
 HV3055                          STATION RECOVERY (1983)
 HV3055
 HV3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3055'RECOVERED IN GOOD CONDITION.
 HV3055
 HV3055                          STATION RECOVERY (1984)
 HV3055
 HV3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3055'RECOVERED IN GOOD CONDITION.
 HV3055
 HV3055                          STATION RECOVERY (1998)
 HV3055
 HV3055'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1277 ***********************************************************************
 GV1277  DESIGNATION -  C 389
 GV1277  PID         -  GV1277
 GV1277  STATE/COUNTY-  VA/CAROLINE
 GV1277  USGS QUAD   -  RUTHER GLEN (1985)
 GV1277
 GV1277                         *CURRENT SURVEY CONTROL
 GV1277  ___________________________________________________________________
 GV1277* NAD 83(1986)-  37 55 19.     (N)    077 27 06.     (W)     SCALED    
 GV1277* NAVD 88     -        72.659  (meters)     238.38   (feet)  ADJUSTED  
 GV1277  ___________________________________________________________________
 GV1277  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GV1277  DYNAMIC HT  -          72.613 (meters)     238.23  (feet)  COMP
 GV1277  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 GV1277
 GV1277  VERT ORDER  -  SECOND    CLASS 0
 GV1277
 GV1277.The horizontal coordinates were scaled from a topographic map and have
 GV1277.an estimated accuracy of +/- 6 seconds.
 GV1277
 GV1277.The orthometric height was determined by differential leveling
 GV1277.and adjusted by the National Geodetic Survey in June 1991..
 GV1277
 GV1277.The geoid height was determined by GEOID03.
 GV1277
 GV1277.The dynamic height is computed by dividing the NAVD 88
 GV1277.geopotential number by the normal gravity value computed on the
 GV1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1277.degrees latitude (g = 980.6199 gals.).
 GV1277
 GV1277.The modeled gravity was interpolated from observed gravity values.
 GV1277
 GV1277;                    North         East    Units  Estimated Accuracy
 GV1277;SPC VA N     - 2,028,860.    3,592,180.      MT  (+/- 180 meters Scaled)
 GV1277
 GV1277                          SUPERSEDED SURVEY CONTROL
 GV1277
 GV1277  NGVD 29 (??/??/??)   72.942  (m)          239.31   (f) ADJUSTED    2 0
 GV1277
 GV1277.Superseded values are not recommended for survey control.
 GV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1277.See file dsdata.txt to determine how the superseded data were derived.
 GV1277
 GV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG845999(NAD 83)
 GV1277_MARKER: DB = BENCH MARK DISK
 GV1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1277_STAMPING: C 389 1960
 GV1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1277+STABILITY: SURFACE MOTION
 GV1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1277+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GV1277
 GV1277  HISTORY     - Date     Condition        Report By
 GV1277  HISTORY     - 1960     MONUMENTED       CGS
 GV1277  HISTORY     - 1974     GOOD             NGS
 GV1277  HISTORY     - 19970223 GOOD             USPSQD
 GV1277  HISTORY     - 20010102 GOOD             GEOMET
 GV1277  HISTORY     - 20020323 GOOD             USPSQD
 GV1277
 GV1277                          STATION DESCRIPTION
 GV1277
 GV1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1277'0.6 MI SE FROM RUTHER GLEN.
 GV1277'ABOUT 0.55 MILE SOUTHEAST ALONG ROAD 652 FROM THE OVERPASS
 GV1277'OVER THE RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD AT RUTHER
 GV1277'GLEN, 39 1/2 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 19 1/2
 GV1277'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE LEADING TO A CHURCH
 GV1277'AND SMALL CEMETERY, 156 1/2 FEET SOUTH OF THE SOUTH CORNER OF
 GV1277'WOODEN CHURCH, 104 1/2 FEET SOUTH-SOUTHEAST OF A 80-INCH OAK
 GV1277'TREE, 147 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF IRON
 GV1277'CEMETERY FENCE, 3 FEET SOUTHWEST OF POWER LINE POLE 136, ABOUT
 GV1277'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 GV1277'POST PROJECTING 2 INCHES.
 GV1277
 GV1277                          STATION RECOVERY (1974)
 GV1277
 GV1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1277'RECOVERED IN GOOD CONDITION.
 GV1277
 GV1277                          STATION RECOVERY (1997)
 GV1277
 GV1277'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1277'RECOVERED IN GOOD CONDITION.
 GV1277
 GV1277                          STATION RECOVERY (2001)
 GV1277
 GV1277'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (TL)
 GV1277'RECOVERED IN GOOD CONDITION.
 GV1277
 GV1277                          STATION RECOVERY (2002)
 GV1277
 GV1277'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1277'POWER LINE POLE IS NOW  26 64 189 445
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0106 ***********************************************************************
 GA0106  DESIGNATION -  C 39
 GA0106  PID         -  GA0106
 GA0106  STATE/COUNTY-  VA/RUSSELL
 GA0106  USGS QUAD   -  ST PAUL (1991)
 GA0106
 GA0106                         *CURRENT SURVEY CONTROL
 GA0106  ___________________________________________________________________
 GA0106* NAD 83(1986)-  36 52 37.     (N)    082 16 17.     (W)     SCALED    
 GA0106* NAVD 88     -       525.715  (meters)    1724.78   (feet)  ADJUSTED  
 GA0106  ___________________________________________________________________
 GA0106  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GA0106  DYNAMIC HT  -         525.245 (meters)    1723.24  (feet)  COMP
 GA0106  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 GA0106
 GA0106  VERT ORDER  -  SECOND    CLASS 0
 GA0106
 GA0106.The horizontal coordinates were scaled from a topographic map and have
 GA0106.an estimated accuracy of +/- 6 seconds.
 GA0106
 GA0106.The orthometric height was determined by differential leveling
 GA0106.and adjusted by the National Geodetic Survey in June 1991..
 GA0106
 GA0106.The geoid height was determined by GEOID03.
 GA0106
 GA0106.The dynamic height is computed by dividing the NAVD 88
 GA0106.geopotential number by the normal gravity value computed on the
 GA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0106.degrees latitude (g = 980.6199 gals.).
 GA0106
 GA0106.The modeled gravity was interpolated from observed gravity values.
 GA0106
 GA0106;                    North         East    Units  Estimated Accuracy
 GA0106;SPC VA S     - 1,067,040.    3,163,860.      MT  (+/- 180 meters Scaled)
 GA0106
 GA0106                          SUPERSEDED SURVEY CONTROL
 GA0106
 GA0106  NGVD 29 (??/??/92)  525.856  (m)         1725.25   (f) ADJ UNCH    2 0
 GA0106
 GA0106.Superseded values are not recommended for survey control.
 GA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0106.See file dsdata.txt to determine how the superseded data were derived.
 GA0106
 GA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA866819(NAD 83)
 GA0106_MARKER: DB = BENCH MARK DISK
 GA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0106_STAMPING: C 39 1934
 GA0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0106+STABILITY: SURFACE MOTION
 GA0106
 GA0106  HISTORY     - Date     Condition        Report By
 GA0106  HISTORY     - 1934     MONUMENTED       CGS
 GA0106  HISTORY     - 1963     MARK NOT FOUND   NGS
 GA0106
 GA0106                          STATION DESCRIPTION
 GA0106
 GA0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0106'1.7 MI S FROM CASTLEWOOD.
 GA0106'1.7 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 64 FROM
 GA0106'CASTLEWOOD, RUSSELL COUNTY, 24 PACES EAST OF HIGHWAY JUNCTION,
 GA0106'200 FEET EAST OF A SINCLAIR SERVICE STATION IN 1934, 30 FEET
 GA0106'NORTH OF THE CENTERLINE OF THE ROAD, AND AT THE FENCE LINE OF THE
 GA0106'CARLYLE DICKENSON FARM.  A STANDARD DISK, STAMPED C 39 1934 AND
 GA0106'SET IN THE TOP OF A CONCRETE POST.
 GA0106
 GA0106                          STATION RECOVERY (1963)
 GA0106
 GA0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3851 ***********************************************************************
 HV3851  DESIGNATION -  C 390
 HV3851  PID         -  HV3851
 HV3851  STATE/COUNTY-  VA/FAUQUIER
 HV3851  USGS QUAD   -  REMINGTON (1981)
 HV3851
 HV3851                         *CURRENT SURVEY CONTROL
 HV3851  ___________________________________________________________________
 HV3851* NAD 83(1986)-  38 35 10.     (N)    077 50 19.     (W)     SCALED    
 HV3851* NAVD 88     -       114.224  (meters)     374.75   (feet)  ADJUSTED  
 HV3851  ___________________________________________________________________
 HV3851  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3851  DYNAMIC HT  -         114.156 (meters)     374.53  (feet)  COMP
 HV3851  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 HV3851
 HV3851  VERT ORDER  -  SECOND    CLASS 0
 HV3851
 HV3851.The horizontal coordinates were scaled from a topographic map and have
 HV3851.an estimated accuracy of +/- 6 seconds.
 HV3851
 HV3851.The orthometric height was determined by differential leveling
 HV3851.and adjusted by the National Geodetic Survey in June 1991..
 HV3851
 HV3851.The geoid height was determined by GEOID03.
 HV3851
 HV3851.The dynamic height is computed by dividing the NAVD 88
 HV3851.geopotential number by the normal gravity value computed on the
 HV3851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3851.degrees latitude (g = 980.6199 gals.).
 HV3851
 HV3851.The modeled gravity was interpolated from observed gravity values.
 HV3851
 HV3851;                    North         East    Units  Estimated Accuracy
 HV3851;SPC VA N     - 2,102,260.    3,557,620.      MT  (+/- 180 meters Scaled)
 HV3851
 HV3851                          SUPERSEDED SURVEY CONTROL
 HV3851
 HV3851  NGVD 29 (??/??/??)  114.450  (m)          375.49   (f) ADJUSTED    2 0
 HV3851
 HV3851.Superseded values are not recommended for survey control.
 HV3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3851.See file dsdata.txt to determine how the superseded data were derived.
 HV3851
 HV3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH527746(NAD 83)
 HV3851_MARKER: DB = BENCH MARK DISK
 HV3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3851_STAMPING: C 390 1959
 HV3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3851+STABILITY: SURFACE MOTION
 HV3851
 HV3851  HISTORY     - Date     Condition        Report By
 HV3851  HISTORY     - 1959     MONUMENTED       CGS
 HV3851
 HV3851                          STATION DESCRIPTION
 HV3851
 HV3851'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HV3851'4 MI NW FROM REMINGTON.
 HV3851'ABOUT 3.5 MILES NORTHWEST ON STATE ROUTE NO. 651, FROM THE
 HV3851'JUNCTION OF STATE ROUTE 651 AND U.S. HIGHWAY NO. 15 IN REMINGTON,
 HV3851'THENCE 1.45 MILES NORTHEAST ON STATE ROUTE NO. 660.  54.5 FEET
 HV3851'SOUTHEAST OF A TELEPHONE POLE NO. 85, 13 FEET EAST OF THE
 HV3851'CENTER OF STATE ROUTE NO. 660 AND 5 FEET NORTH OF A LARGE CEADER
 HV3851'CORNER-POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 HV3851'THAT PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1947 ***********************************************************************
 GV1947  DESIGNATION -  C 391
 GV1947  PID         -  GV1947
 GV1947  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1947  USGS QUAD   -  PETERSBURG (1994)
 GV1947
 GV1947                         *CURRENT SURVEY CONTROL
 GV1947  ___________________________________________________________________
 GV1947* NAD 83(1986)-  37 12 58.     (N)    077 23 04.     (W)     SCALED    
 GV1947* NAVD 88     -        44.430  (meters)     145.77   (feet)  ADJUSTED  
 GV1947  ___________________________________________________________________
 GV1947  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1947  DYNAMIC HT  -          44.398 (meters)     145.66  (feet)  COMP
 GV1947  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GV1947
 GV1947  VERT ORDER  -  SECOND    CLASS 0
 GV1947
 GV1947.The horizontal coordinates were scaled from a topographic map and have
 GV1947.an estimated accuracy of +/- 6 seconds.
 GV1947
 GV1947.The orthometric height was determined by differential leveling
 GV1947.and adjusted by the National Geodetic Survey in June 1991..
 GV1947
 GV1947.The geoid height was determined by GEOID03.
 GV1947
 GV1947.The dynamic height is computed by dividing the NAVD 88
 GV1947.geopotential number by the normal gravity value computed on the
 GV1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1947.degrees latitude (g = 980.6199 gals.).
 GV1947
 GV1947.The modeled gravity was interpolated from observed gravity values.
 GV1947
 GV1947;                    North         East    Units  Estimated Accuracy
 GV1947;SPC VA S     - 1,098,550.    3,599,010.      MT  (+/- 180 meters Scaled)
 GV1947
 GV1947                          SUPERSEDED SURVEY CONTROL
 GV1947
 GV1947  NGVD 29 (??/??/??)   44.780  (m)          146.92   (f) ADJUSTED    2 0
 GV1947
 GV1947.Superseded values are not recommended for survey control.
 GV1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1947.See file dsdata.txt to determine how the superseded data were derived.
 GV1947
 GV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG884215(NAD 83)
 GV1947_MARKER: DB = BENCH MARK DISK
 GV1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1947_SP_SET: PIER
 GV1947_STAMPING: C 391 1960
 GV1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1947
 GV1947  HISTORY     - Date     Condition        Report By
 GV1947  HISTORY     - 1960     MONUMENTED       CGS
 GV1947  HISTORY     - 1971     GOOD             NGS
 GV1947  HISTORY     - 1989     GOOD             USPSQD
 GV1947  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1947  HISTORY     - 20020513 MARK NOT FOUND   VADOT
 GV1947  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1947
 GV1947                          STATION DESCRIPTION
 GV1947
 GV1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1947'AT PETERSBURG.
 GV1947'AT PETERSBURG, 70 YARDS SOUTH-SOUTHWEST OF THE CENTER OF T JUNCTION
 GV1947'OF U.S. HIGHWAY 301 (CRATER ROAD) AND U.S. HIGHWAY 460 LEADING
 GV1947'EAST, 18 1/2 FEET WEST OF THE WEST CURB OF HIGHWAY 301, SET
 GV1947'VERTICALLY IN THE SOUTH FACE OF SOUTH COLUMN OF WEST PIER OF
 GV1947'OVERPASS (UNDER CONSTRUCTION) OF INTERSTATE HIGHWAY LEADING
 GV1947'EAST-WEST OVER U.S. HIGHWAY 301, 3 FEET ABOVE THE LEVEL OF THE
 GV1947'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF HIGHWAY 301.
 GV1947
 GV1947                          STATION RECOVERY (1971)
 GV1947
 GV1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1947'RECOVERED IN GOOD CONDITION.
 GV1947
 GV1947                          STATION RECOVERY (1989)
 GV1947
 GV1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1947'RECOVERED IN GOOD CONDITION.
 GV1947
 GV1947                          STATION RECOVERY (1998)
 GV1947
 GV1947'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1947'MARK NOT FOUND.
 GV1947
 GV1947                          STATION RECOVERY (2002)
 GV1947
 GV1947'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV1947'MARK NOT FOUND.
 GV1947
 GV1947                          STATION RECOVERY (2004)
 GV1947
 GV1947'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2344 ***********************************************************************
 GV2344  DESIGNATION -  C 392
 GV2344  PID         -  GV2344
 GV2344  STATE/COUNTY-  VA/DINWIDDIE
 GV2344  USGS QUAD   -  DE WITT (1974)
 GV2344
 GV2344                         *CURRENT SURVEY CONTROL
 GV2344  ___________________________________________________________________
 GV2344* NAD 83(1986)-  37 02 07.     (N)    077 37 38.     (W)     SCALED    
 GV2344* NAVD 88     -        84.102  (meters)     275.92   (feet)  ADJUSTED  
 GV2344  ___________________________________________________________________
 GV2344  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV2344  DYNAMIC HT  -          84.040 (meters)     275.72  (feet)  COMP
 GV2344  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 GV2344
 GV2344  VERT ORDER  -  SECOND    CLASS 0
 GV2344
 GV2344.The horizontal coordinates were scaled from a topographic map and have
 GV2344.an estimated accuracy of +/- 6 seconds.
 GV2344
 GV2344.The orthometric height was determined by differential leveling
 GV2344.and adjusted by the National Geodetic Survey in June 1991..
 GV2344
 GV2344.The geoid height was determined by GEOID03.
 GV2344
 GV2344.The dynamic height is computed by dividing the NAVD 88
 GV2344.geopotential number by the normal gravity value computed on the
 GV2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2344.degrees latitude (g = 980.6199 gals.).
 GV2344
 GV2344.The modeled gravity was interpolated from observed gravity values.
 GV2344
 GV2344;                    North         East    Units  Estimated Accuracy
 GV2344;SPC VA S     - 1,078,260.    3,577,650.      MT  (+/- 180 meters Scaled)
 GV2344
 GV2344                          SUPERSEDED SURVEY CONTROL
 GV2344
 GV2344  NGVD 29 (??/??/??)   84.429  (m)          277.00   (f) ADJUSTED    2 0
 GV2344
 GV2344.Superseded values are not recommended for survey control.
 GV2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2344.See file dsdata.txt to determine how the superseded data were derived.
 GV2344
 GV2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG663020(NAD 83)
 GV2344_MARKER: DB = BENCH MARK DISK
 GV2344_SETTING: 66 = SET IN ROCK OUTCROP
 GV2344_SP_SET: ROCK OUTCROP
 GV2344_STAMPING: C 392 1960
 GV2344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV2344+STABILITY: POSITION/ELEVATION WELL
 GV2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2344+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2344
 GV2344  HISTORY     - Date     Condition        Report By
 GV2344  HISTORY     - 1960     MONUMENTED       CGS
 GV2344  HISTORY     - 1966     GOOD             CGS
 GV2344  HISTORY     - 19950311 GOOD             USPSQD
 GV2344  HISTORY     - 20001021 GOOD             USPSQD
 GV2344  HISTORY     - 20040718 GOOD             VALLRG
 GV2344  HISTORY     - 20051022 GOOD             USPSQD
 GV2344
 GV2344                          STATION DESCRIPTION
 GV2344
 GV2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2344'1 MI SE FROM DE WITT.
 GV2344'ABOUT 0.2 MILE EAST ALONG BLACK TOP ROAD 646 FROM THE JUNCTION OF
 GV2344'U.S. HIGHWAY 1 AND THE POST OFFICE AT DE WITT, THENCE ABOUT 0.8
 GV2344'MILE EAST AND SOUTHEAST ALONG ROAD 650, 116 FEET NORTHEAST OF
 GV2344'THE CENTER LINE OF ROAD 650, AT THE DE WITT AREA HEADQUARTERS OF
 GV2344'VIRGINIA DEPT. OF HIGHWAYS, 72 FEET NORTHEAST OF THE SOUTH CORNER
 GV2344'OF WIRE FENCE, 3 FEET NORTHWEST OF WIRE FENCE ENCLOSING HEADQUARTERS
 GV2344'AND ON THE INSIDE OF FENCE, IN TOP OF A 5-BY 3-FOOT BY 1-FOOT-HIGH
 GV2344'ROUND ROCK OUTCROP, AND ABOUT LEVEL WITH THE ROAD.
 GV2344
 GV2344                          STATION RECOVERY (1966)
 GV2344
 GV2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2344'RECOVERED IN GOOD CONDITION.
 GV2344
 GV2344                          STATION RECOVERY (1995)
 GV2344
 GV2344'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2344'RECOVERED IN GOOD CONDITION.
 GV2344
 GV2344                          STATION RECOVERY (2000)
 GV2344
 GV2344'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2344'RECOVERED IN GOOD CONDITION.
 GV2344
 GV2344                          STATION RECOVERY (2004)
 GV2344
 GV2344'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2344'RECOVERED AS DESCRIBED
 GV2344
 GV2344                          STATION RECOVERY (2005)
 GV2344
 GV2344'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1569 ***********************************************************************
 FX1569  DESIGNATION -  C 393
 FX1569  PID         -  FX1569
 FX1569  STATE/COUNTY-  VA/BRUNSWICK
 FX1569  USGS QUAD   -  ALBERTA (1970)
 FX1569
 FX1569                         *CURRENT SURVEY CONTROL
 FX1569  ___________________________________________________________________
 FX1569* NAD 83(1986)-  36 49 26.     (N)    077 56 00.     (W)     SCALED    
 FX1569* NAVD 88     -        81.077  (meters)     266.00   (feet)  ADJUSTED  
 FX1569  ___________________________________________________________________
 FX1569  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FX1569  DYNAMIC HT  -          81.015 (meters)     265.80  (feet)  COMP
 FX1569  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 FX1569
 FX1569  VERT ORDER  -  SECOND    CLASS 0
 FX1569
 FX1569.The horizontal coordinates were scaled from a topographic map and have
 FX1569.an estimated accuracy of +/- 6 seconds.
 FX1569
 FX1569.The orthometric height was determined by differential leveling
 FX1569.and adjusted by the National Geodetic Survey in June 1991..
 FX1569
 FX1569.The geoid height was determined by GEOID03.
 FX1569
 FX1569.The dynamic height is computed by dividing the NAVD 88
 FX1569.geopotential number by the normal gravity value computed on the
 FX1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1569.degrees latitude (g = 980.6199 gals.).
 FX1569
 FX1569.The modeled gravity was interpolated from observed gravity values.
 FX1569
 FX1569;                    North         East    Units  Estimated Accuracy
 FX1569;SPC VA S     - 1,054,590.    3,550,560.      MT  (+/- 180 meters Scaled)
 FX1569
 FX1569                          SUPERSEDED SURVEY CONTROL
 FX1569
 FX1569  NGVD 29 (??/??/92)   81.394  (m)          267.04   (f) ADJ UNCH    2 0
 FX1569
 FX1569.Superseded values are not recommended for survey control.
 FX1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1569.See file dsdata.txt to determine how the superseded data were derived.
 FX1569
 FX1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF383793(NAD 83)
 FX1569_MARKER: DB = BENCH MARK DISK
 FX1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1569_SP_SET: CULVERT
 FX1569_STAMPING: C 393 1960
 FX1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1569
 FX1569  HISTORY     - Date     Condition        Report By
 FX1569  HISTORY     - 1960     MONUMENTED       CGS
 FX1569  HISTORY     - 20010224 GOOD             USPSQD
 FX1569
 FX1569                          STATION DESCRIPTION
 FX1569
 FX1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FX1569'1.8 MI NE FROM MEREDITHVILLE.
 FX1569'ABOUT 1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 FX1569'OF ROAD 644 AT MEREDITHVILLE, 0.5 MILE SOUTHWEST OF THE CONCRETE
 FX1569'HIGHWAY BRIDGE OVER GREAT CREEK, ABOUT 60 YARDS NORTHEAST OF
 FX1569'AND ACROSS U.S. HIGHWAY 1 FROM CONCRETE BLOCK STORE AND HOUSE
 FX1569'(MALLORYS GROCERIES), WITH PHILLIPS 66 GASOLINE PUMPS, 31 FEET
 FX1569'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 FX1569'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 FX1569'BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 4 1/2 FEET BELOW THE
 FX1569'LEVEL OF THE HIGHWAY.
 FX1569
 FX1569                          STATION RECOVERY (2001)
 FX1569
 FX1569'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FX1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0124 ***********************************************************************
 FY0124  DESIGNATION -  C 394
 FY0124  PID         -  FY0124
 FY0124  STATE/COUNTY-  VA/MECKLENBURG
 FY0124  USGS QUAD   -  LA CROSSE (1981)
 FY0124
 FY0124                         *CURRENT SURVEY CONTROL
 FY0124  ___________________________________________________________________
 FY0124* NAD 83(1986)-  36 40 10.     (N)    078 05 56.     (W)     SCALED    
 FY0124* NAVD 88     -       128.853  (meters)     422.75   (feet)  ADJUSTED  
 FY0124  ___________________________________________________________________
 FY0124  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 FY0124  DYNAMIC HT  -         128.752 (meters)     422.41  (feet)  COMP
 FY0124  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 FY0124
 FY0124  VERT ORDER  -  SECOND    CLASS 0
 FY0124
 FY0124.The horizontal coordinates were scaled from a topographic map and have
 FY0124.an estimated accuracy of +/- 6 seconds.
 FY0124
 FY0124.The orthometric height was determined by differential leveling
 FY0124.and adjusted by the National Geodetic Survey in June 1991..
 FY0124
 FY0124.The geoid height was determined by GEOID03.
 FY0124
 FY0124.The dynamic height is computed by dividing the NAVD 88
 FY0124.geopotential number by the normal gravity value computed on the
 FY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0124.degrees latitude (g = 980.6199 gals.).
 FY0124
 FY0124.The modeled gravity was interpolated from observed gravity values.
 FY0124
 FY0124;                    North         East    Units  Estimated Accuracy
 FY0124;SPC VA S     - 1,037,380.    3,535,860.      MT  (+/- 180 meters Scaled)
 FY0124
 FY0124                          SUPERSEDED SURVEY CONTROL
 FY0124
 FY0124  NGVD 29 (??/??/92)  129.164  (m)          423.77   (f) ADJ UNCH    2 0
 FY0124
 FY0124.Superseded values are not recommended for survey control.
 FY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0124.See file dsdata.txt to determine how the superseded data were derived.
 FY0124
 FY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA592621(NAD 83)
 FY0124_MARKER: DB = BENCH MARK DISK
 FY0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0124_STAMPING: C 394 1960
 FY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0124+STABILITY: SURFACE MOTION
 FY0124
 FY0124  HISTORY     - Date     Condition        Report By
 FY0124  HISTORY     - 1960     MONUMENTED       CGS
 FY0124  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0124
 FY0124                          STATION DESCRIPTION
 FY0124
 FY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0124'2 MI S FROM LA CROSSE.
 FY0124'1.95 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FY0124'THE STATION AT LA CROSSE, 229 YARDS NORTH-NORTHEAST OF MILEPOST
 FY0124'81, 31 1/2 FEET EAST OF THE EAST RAIL AND ON THE OUTSIDE OF A
 FY0124'CURVE, 7 FEET SOUTH OF TELEPHONE POLE E 13 A, 110 FEET WEST OF
 FY0124'THE CENTER LINE OF BLACK TOP ROAD 618, ABOUT 3 FEET BELOW THE
 FY0124'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FY0124'2 INCHES.
 FY0124
 FY0124                          STATION RECOVERY (2005)
 FY0124
 FY0124'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0124'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3325 ***********************************************************************
 HV3325  DESIGNATION -  C 4 USGS
 HV3325  PID         -  HV3325
 HV3325  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3325  USGS QUAD   -  SALEM CHURCH (1994)
 HV3325
 HV3325                         *CURRENT SURVEY CONTROL
 HV3325  ___________________________________________________________________
 HV3325* NAD 83(1986)-  38 16 51.     (N)    077 33 17.     (W)     SCALED    
 HV3325* NAVD 88     -       102.409  (meters)     335.99   (feet)  ADJUSTED  
 HV3325  ___________________________________________________________________
 HV3325  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV3325  DYNAMIC HT  -         102.344 (meters)     335.77  (feet)  COMP
 HV3325  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 HV3325
 HV3325  VERT ORDER  -  SECOND    CLASS 0
 HV3325
 HV3325.The horizontal coordinates were scaled from a topographic map and have
 HV3325.an estimated accuracy of +/- 6 seconds.
 HV3325
 HV3325.The orthometric height was determined by differential leveling
 HV3325.and adjusted by the National Geodetic Survey in June 1991..
 HV3325
 HV3325.The geoid height was determined by GEOID03.
 HV3325
 HV3325.The dynamic height is computed by dividing the NAVD 88
 HV3325.geopotential number by the normal gravity value computed on the
 HV3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3325.degrees latitude (g = 980.6199 gals.).
 HV3325
 HV3325.The modeled gravity was interpolated from observed gravity values.
 HV3325
 HV3325;                    North         East    Units  Estimated Accuracy
 HV3325;SPC VA N     - 2,068,600.    3,582,700.      MT  (+/- 180 meters Scaled)
 HV3325
 HV3325                          SUPERSEDED SURVEY CONTROL
 HV3325
 HV3325  NGVD 29 (??/??/??)  102.698  (m)          336.94   (f) ADJUSTED    2 0
 HV3325
 HV3325.Superseded values are not recommended for survey control.
 HV3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3325.See file dsdata.txt to determine how the superseded data were derived.
 HV3325
 HV3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH765400(NAD 83)
 HV3325_MARKER: DD = SURVEY DISK
 HV3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3325_STAMPING: C 4 1926
 HV3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3325+STABILITY: SURFACE MOTION
 HV3325
 HV3325  HISTORY     - Date     Condition        Report By
 HV3325  HISTORY     - 1926     MONUMENTED       USGS
 HV3325  HISTORY     - 1938     GOOD             CGS
 HV3325  HISTORY     - 1944     GOOD             CGS
 HV3325  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3325  HISTORY     - 19981125 GOOD             USPSQD
 HV3325
 HV3325                          STATION DESCRIPTION
 HV3325
 HV3325'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3325'6.3 MI W FROM FREDERICKSBURG.
 HV3325'ABOUT 6.3 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3325'FREDERICKSBURG, SPOTSYLVANIA COUNTY, ABOUT 1,500 FEET WEST
 HV3325'OF MILEPOST 6, 48 FEET SOUTH OF THE CENTER OF THE CROSSING
 HV3325'OF STATE HIGHWAY 620, 20 FEET WEST OF A LARGE TREE, AND 7 FEET
 HV3325'NORTH OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV3325'DISK, STAMPED C 4 1926 AND SET IN THE TOP OF A CONCRETE POST
 HV3325'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 HV3325
 HV3325                          STATION RECOVERY (1944)
 HV3325
 HV3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 HV3325'RECOVERED IN GOOD CONDITION.
 HV3325
 HV3325                          STATION RECOVERY (1984)
 HV3325
 HV3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3325'NOT RECOVERED, A HOUSING DEVELOPMENT NOW OCCUPIES THE DESCRIBED
 HV3325'LOCATION.
 HV3325
 HV3325                          STATION RECOVERY (1998)
 HV3325
 HV3325'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1400 ***********************************************************************
 GV1400  DESIGNATION -  C 4 USGS
 GV1400  PID         -  GV1400
 GV1400  STATE/COUNTY-  VA/HANOVER
 GV1400  USGS QUAD   -  SEVEN PINES (1994)
 GV1400
 GV1400                         *CURRENT SURVEY CONTROL
 GV1400  ___________________________________________________________________
 GV1400* NAD 83(1986)-  37 37 04.     (N)    077 19 05.     (W)     SCALED    
 GV1400* NAVD 88     -        57.751  (meters)     189.47   (feet)  ADJUSTED  
 GV1400  ___________________________________________________________________
 GV1400  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV1400  DYNAMIC HT  -          57.712 (meters)     189.34  (feet)  COMP
 GV1400  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1400
 GV1400  VERT ORDER  -  SECOND    CLASS 0
 GV1400
 GV1400.The horizontal coordinates were scaled from a topographic map and have
 GV1400.an estimated accuracy of +/- 6 seconds.
 GV1400
 GV1400.The orthometric height was determined by differential leveling
 GV1400.and adjusted by the National Geodetic Survey in June 1991..
 GV1400
 GV1400.The geoid height was determined by GEOID03.
 GV1400
 GV1400.The dynamic height is computed by dividing the NAVD 88
 GV1400.geopotential number by the normal gravity value computed on the
 GV1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1400.degrees latitude (g = 980.6199 gals.).
 GV1400
 GV1400.The modeled gravity was interpolated from observed gravity values.
 GV1400
 GV1400;                    North         East    Units  Estimated Accuracy
 GV1400;SPC VA S     - 1,143,200.    3,604,340.      MT  (+/- 180 meters Scaled)
 GV1400
 GV1400                          SUPERSEDED SURVEY CONTROL
 GV1400
 GV1400  NGVD 29 (??/??/??)   58.074  (m)          190.53   (f) ADJUSTED    2 0
 GV1400
 GV1400.Superseded values are not recommended for survey control.
 GV1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1400.See file dsdata.txt to determine how the superseded data were derived.
 GV1400
 GV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG954659(NAD 83)
 GV1400_MARKER: DD = SURVEY DISK
 GV1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1400_STAMPING: C-4 1932 190.5 ELEV
 GV1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1400+STABILITY: SURFACE MOTION
 GV1400
 GV1400  HISTORY     - Date     Condition        Report By
 GV1400  HISTORY     - 1932     MONUMENTED       USGS
 GV1400  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1400
 GV1400                          STATION DESCRIPTION
 GV1400
 GV1400'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 GV1400'3.1 MI NE FROM MECHANICSVILLE.
 GV1400'3.1 MILES NORTHEAST OF TRI-COUNTY BANK AND POST OFFICE BLDG. AT
 GV1400'MECHANICSVILLE.  ALONG U.S. HIGHWAY 360, 46 FEET SOUTH OF
 GV1400'MONUMENT OF BATTLE OF COLD HARBOR, 35 FEET EAST OF CENTER LINE
 GV1400'OF ROAD INTO LL WILLIAMS HOUSE, 25 FEET SOUTH OF CENTER LINE
 GV1400'OF HIGHWAY, 2 FEET SOUTHEAST OF A FENCE CORNER.
 GV1400
 GV1400                          STATION RECOVERY (1989)
 GV1400
 GV1400'RECOVERY NOTE BY US POWER SQUADRON 1989 (SVL)
 GV1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1401 ***********************************************************************
 GV1401  DESIGNATION -  C 4 USGS RESET 1951
 GV1401  PID         -  GV1401
 GV1401  STATE/COUNTY-  VA/HANOVER
 GV1401  USGS QUAD   -  SEVEN PINES (1994)
 GV1401
 GV1401                         *CURRENT SURVEY CONTROL
 GV1401  ___________________________________________________________________
 GV1401* NAD 83(1986)-  37 37 04.     (N)    077 19 05.     (W)     SCALED    
 GV1401* NAVD 88     -        57.79   (meters)     189.6    (feet)  RESET     
 GV1401  ___________________________________________________________________
 GV1401  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV1401
 GV1401  VERT ORDER  -  THIRD
 GV1401
 GV1401.The horizontal coordinates were scaled from a topographic map and have
 GV1401.an estimated accuracy of +/- 6 seconds.
 GV1401
 GV1401.The orthometric height was computed from unverified reset data.
 GV1401.No vertical observational check was made to the station.
 GV1401
 GV1401.The geoid height was determined by GEOID03.
 GV1401
 GV1401;                    North         East    Units  Estimated Accuracy
 GV1401;SPC VA S     - 1,143,200.    3,604,340.      MT  (+/- 180 meters Scaled)
 GV1401
 GV1401                          SUPERSEDED SURVEY CONTROL
 GV1401
 GV1401  NGVD 29 (??/??/??)   58.12   (m)          190.7    (f) RESET       3  
 GV1401
 GV1401.Superseded values are not recommended for survey control.
 GV1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1401.See file dsdata.txt to determine how the superseded data were derived.
 GV1401
 GV1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG954659(NAD 83)
 GV1401_MARKER: DD = SURVEY DISK
 GV1401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV1401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV1401_STAMPING: C 4 RESET 1951
 GV1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1401
 GV1401  HISTORY     - Date     Condition        Report By
 GV1401  HISTORY     - 1951     MONUMENTED       VADH
 GV1401  HISTORY     - 1963     GOOD             CGS
 GV1401  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV1401  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 GV1401  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1401
 GV1401                          STATION DESCRIPTION
 GV1401
 GV1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1401'3.1 MI NE FROM MECHANICSVILLE.
 GV1401'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE
 GV1401'AT MECHANICSVILLE, HANOVER COUNTY, 1.2 MILES NORTHEAST OF THE
 GV1401'ROAD INTERSECTION AT SCHOOL NO. 1, SOUTH ACROSS THE HIGHWAY
 GV1401'FROM THE BATTLE OF COLD HARBOR MONUMENT, AT THE JUNCTION OF
 GV1401'A ROAD LEADING TO THE L.L. WILLIAMS FARMHOUSE, AT SURVEY STATION
 GV1401'165+73, 38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 GV1401'EAST OF THE CENTERLINE OF THE ROAD, AND NEAR A FENCE CORNER.
 GV1401'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 4
 GV1401'RESET 1951 AND SET IN THE TOP OF A 4-INCH CAST-IRON PIPE
 GV1401'PROJECTING 0.8 FOOT ABOVE GROUND.  NOTE-- MARK IS NOW 20 FEET
 GV1401'SOUTHWEST OF THE BATTLE OF COLD HARBOR MONUMENT, WHICH HAS BEEN
 GV1401'MOVED TO THE SOUTH SIDE OF THE HIGHWAY, AND 2 FEET EAST OF A
 GV1401'UTILITY POLE.
 GV1401
 GV1401                          STATION RECOVERY (1991)
 GV1401
 GV1401'RECOVERY NOTE BY US POWER SQUADRON 1991 (SVL)
 GV1401'MARK NOT FOUND.
 GV1401
 GV1401                          STATION RECOVERY (1997)
 GV1401
 GV1401'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1401'MARK NOT FOUND.
 GV1401
 GV1401                          STATION RECOVERY (2002)
 GV1401
 GV1401'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1381 ***********************************************************************
 GA1381  DESIGNATION -  C 40
 GA1381  PID         -  GA1381
 GA1381  STATE/COUNTY-  VA/WISE
 GA1381  USGS QUAD   -  WISE (1991)
 GA1381
 GA1381                         *CURRENT SURVEY CONTROL
 GA1381  ___________________________________________________________________
 GA1381* NAD 83(1986)-  36 56 14.     (N)    082 32 02.     (W)     SCALED    
 GA1381* NAVD 88     -       609.450  (meters)    1999.50   (feet)  ADJUSTED  
 GA1381  ___________________________________________________________________
 GA1381  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1381  DYNAMIC HT  -         608.871 (meters)    1997.60  (feet)  COMP
 GA1381  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 GA1381
 GA1381  VERT ORDER  -  SECOND    CLASS 0
 GA1381
 GA1381.The horizontal coordinates were scaled from a topographic map and have
 GA1381.an estimated accuracy of +/- 6 seconds.
 GA1381
 GA1381.The orthometric height was determined by differential leveling
 GA1381.and adjusted by the National Geodetic Survey in June 1991..
 GA1381
 GA1381.The geoid height was determined by GEOID03.
 GA1381
 GA1381.The dynamic height is computed by dividing the NAVD 88
 GA1381.geopotential number by the normal gravity value computed on the
 GA1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1381.degrees latitude (g = 980.6199 gals.).
 GA1381
 GA1381.The modeled gravity was interpolated from observed gravity values.
 GA1381
 GA1381;                    North         East    Units  Estimated Accuracy
 GA1381;SPC VA S     - 1,074,690.    3,140,760.      MT  (+/- 180 meters Scaled)
 GA1381
 GA1381                          SUPERSEDED SURVEY CONTROL
 GA1381
 GA1381  NGVD 29 (??/??/92)  609.559  (m)         1999.86   (f) ADJ UNCH    2 0
 GA1381
 GA1381.Superseded values are not recommended for survey control.
 GA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1381.See file dsdata.txt to determine how the superseded data were derived.
 GA1381
 GA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA634890(NAD 83)
 GA1381_MARKER: DB = BENCH MARK DISK
 GA1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1381_STAMPING: C 40 1934
 GA1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1381+STABILITY: SURFACE MOTION
 GA1381
 GA1381  HISTORY     - Date     Condition        Report By
 GA1381  HISTORY     - 1934     MONUMENTED       CGS
 GA1381  HISTORY     - 1957     GOOD             NGS
 GA1381
 GA1381                          STATION DESCRIPTION
 GA1381
 GA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1381'AT TACOMA.
 GA1381'AT TACOMA, WISE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, 5
 GA1381'RAILS WEST OF THE STATION, 10 FEET EAST OF A ROAD CROSSING, AND
 GA1381'10 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED C 40
 GA1381'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 22 FEET
 GA1381'SOUTHEAST OF THE RAILROAD CROSSING, 21 FEET NORTHEAST OF THE
 GA1381'CENTERLINE OF THE ROAD.
 GA1381
 GA1381                          STATION RECOVERY (1957)
 GA1381
 GA1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0586 ***********************************************************************
 GW0586  DESIGNATION -  C 40
 GW0586  PID         -  GW0586
 GW0586  STATE/COUNTY-  VA/NELSON
 GW0586  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0586
 GW0586                         *CURRENT SURVEY CONTROL
 GW0586  ___________________________________________________________________
 GW0586* NAD 83(1986)-  37 38 23.     (N)    078 43 25.     (W)     SCALED    
 GW0586* NAVD 88     -       108.040  (meters)     354.46   (feet)  ADJUSTED  
 GW0586  ___________________________________________________________________
 GW0586  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW0586  DYNAMIC HT  -         107.964 (meters)     354.21  (feet)  COMP
 GW0586  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 GW0586
 GW0586  VERT ORDER  -  FIRST     CLASS II
 GW0586
 GW0586.The horizontal coordinates were scaled from a topographic map and have
 GW0586.an estimated accuracy of +/- 6 seconds.
 GW0586
 GW0586.The orthometric height was determined by differential leveling
 GW0586.and adjusted by the National Geodetic Survey in June 1991..
 GW0586
 GW0586.The geoid height was determined by GEOID03.
 GW0586
 GW0586.The dynamic height is computed by dividing the NAVD 88
 GW0586.geopotential number by the normal gravity value computed on the
 GW0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0586.degrees latitude (g = 980.6199 gals.).
 GW0586
 GW0586.The modeled gravity was interpolated from observed gravity values.
 GW0586
 GW0586;                    North         East    Units  Estimated Accuracy
 GW0586;SPC VA S     - 1,145,000.    3,480,270.      MT  (+/- 180 meters Scaled)
 GW0586
 GW0586                          SUPERSEDED SURVEY CONTROL
 GW0586
 GW0586  NGVD 29 (??/??/92)  108.28   (m)          355.2    (f) COMPUTED    1 2
 GW0586
 GW0586.Superseded values are not recommended for survey control.
 GW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0586.See file dsdata.txt to determine how the superseded data were derived.
 GW0586
 GW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB008682(NAD 83)
 GW0586_MARKER: DD = SURVEY DISK
 GW0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0586_SP_SET: CULVERT
 GW0586_STAMPING: C-40 1926
 GW0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0586
 GW0586  HISTORY     - Date     Condition        Report By
 GW0586  HISTORY     - 1926     MONUMENTED       USGS
 GW0586  HISTORY     - 1935     GOOD             NGS
 GW0586
 GW0586                          STATION DESCRIPTION
 GW0586
 GW0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0586'AT WINGINIA.
 GW0586'80 FEET NORTH OF CHESAPEAKE AND OHIO RAILROAD STATION AT WINGINIA.
 GW0586'IN LINE WITH WEST END OF STATION.  120 FEET NORTH OF TRACK, ON
 GW0586'EAST EDGE OF ROAD.  AT SOUTHEAST CORNER OF A CONCRETE CULVERT.
 GW0586'ON SHELF OF WINGWALL AND AT BASE OF COPING.  BRONZE DISK SET IN
 GW0586'SHELF OF WINGWALL.  STAMPED C-40 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0587 ***********************************************************************
 GW0587  DESIGNATION -  C 40 USGS RESET 1934
 GW0587  PID         -  GW0587
 GW0587  STATE/COUNTY-  VA/NELSON
 GW0587  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0587
 GW0587                         *CURRENT SURVEY CONTROL
 GW0587  ___________________________________________________________________
 GW0587* NAD 83(1986)-  37 38 23.     (N)    078 43 23.     (W)     SCALED    
 GW0587* NAVD 88     -       107.898  (meters)     354.00   (feet)  ADJUSTED  
 GW0587  ___________________________________________________________________
 GW0587  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW0587  DYNAMIC HT  -         107.822 (meters)     353.75  (feet)  COMP
 GW0587  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 GW0587
 GW0587  VERT ORDER  -  FIRST     CLASS II
 GW0587
 GW0587.The horizontal coordinates were scaled from a topographic map and have
 GW0587.an estimated accuracy of +/- 6 seconds.
 GW0587
 GW0587.The orthometric height was determined by differential leveling
 GW0587.and adjusted by the National Geodetic Survey in June 1991..
 GW0587
 GW0587.The geoid height was determined by GEOID03.
 GW0587
 GW0587.The dynamic height is computed by dividing the NAVD 88
 GW0587.geopotential number by the normal gravity value computed on the
 GW0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0587.degrees latitude (g = 980.6199 gals.).
 GW0587
 GW0587.The modeled gravity was interpolated from observed gravity values.
 GW0587
 GW0587;                    North         East    Units  Estimated Accuracy
 GW0587;SPC VA S     - 1,145,000.    3,480,310.      MT  (+/- 180 meters Scaled)
 GW0587
 GW0587                          SUPERSEDED SURVEY CONTROL
 GW0587
 GW0587  NGVD 29 (??/??/??)  108.32   (m)          355.4    (f) RESET       3  
 GW0587
 GW0587.Superseded values are not recommended for survey control.
 GW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0587.See file dsdata.txt to determine how the superseded data were derived.
 GW0587
 GW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB008682(NAD 83)
 GW0587_MARKER: DD = SURVEY DISK
 GW0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0587_SP_SET: CULVERT
 GW0587_STAMPING: C 40 RESET 1934
 GW0587_MARK LOGO: USGS  
 GW0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0587
 GW0587  HISTORY     - Date     Condition        Report By
 GW0587  HISTORY     - 1934     MONUMENTED       VADH
 GW0587  HISTORY     - 1983     GOOD             NGS
 GW0587
 GW0587                          STATION DESCRIPTION
 GW0587
 GW0587'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1934
 GW0587'AT WINGINA.
 GW0587'AT WINGATE, NELSON COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0587'67 FEET NORTH OF THE STATION, AT A CULVERT AT THE INTERSECTION OF
 GW0587'STATE HIGHWAY 56 AND COUNTY ROAD 647, AND IN THE TOP OF THE
 GW0587'SOUTHEAST END OF THE SOUTHWEST SIDE WALL.  NOTE-- THIS MARK WAS
 GW0587'RESET IN MARCH 1933 AND AGAIN IN MAY 1934 BY ENGINEERS OF THE
 GW0587'VIRGINIA DEPARTMENT OF HIGHWAYS.
 GW0587
 GW0587                          STATION RECOVERY (1983)
 GW0587
 GW0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0587'RECOVERED IN FAIR CONDITION, NEW DESCRIPTION FOLLOWS, IN WINGINA, AT
 GW0587'THE JUNCTION OF STATE HIGHWAYS 56 AND 647, IN TOP OF THE SOUTHEAST END
 GW0587'OF THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT UNDER HIGHWAY 647,
 GW0587'5.94 METERS (19.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 647,
 GW0587'17.37 METERS (57.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 56,
 GW0587'32.46 METERS (106.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS.
 GW0587'NOTE--THE 1934 MEASUREMENT OF 67 FEET NORTH OF THE FOUNDATION OF THE
 GW0587'RAILWAY STATION CHECKS, BUT WHEN THE VADH RESET THE MARK IN MAY 1934,
 GW0587'IT WAS NOT STAMPED.  1 WAS STAMPED BY THIS PARTY.  USE WITH CAUTION AS
 GW0587'THE WINGWALL HAS CRACKED AT THE DISK LOCATION BUT IS SOLID IN PLACE.
 GW0587'THE MARK IS 0.23 METERS  N FROM A WITNESS POST.
 GW0587'THE MARK IS ABOVE LEVEL WITH HIGHWAY 647.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0040 ***********************************************************************
 GA0040  DESIGNATION -  C 41
 GA0040  PID         -  GA0040
 GA0040  STATE/COUNTY-  VA/RUSSELL
 GA0040  USGS QUAD   -  LEBANON (1991)
 GA0040
 GA0040                         *CURRENT SURVEY CONTROL
 GA0040  ___________________________________________________________________
 GA0040* NAD 83(1986)-  36 59 17.     (N)    082 04 01.     (W)     SCALED    
 GA0040* NAVD 88     -       480.626  (meters)    1576.85   (feet)  POSTED    
 GA0040  ___________________________________________________________________
 GA0040  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA0040  DYNAMIC HT  -         480.200 (meters)    1575.46  (feet)  COMP
 GA0040  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GA0040
 GA0040  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GA0040
 GA0040.The horizontal coordinates were scaled from a topographic map and have
 GA0040.an estimated accuracy of +/- 6 seconds.
 GA0040
 GA0040.The orthometric height was determined by differential leveling
 GA0040.and adjusted by the National Geodetic Survey in 1992..
 GA0040.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GA0040.rate of 4.1 thru 8.0 mm/km.
 GA0040
 GA0040.The geoid height was determined by GEOID03.
 GA0040
 GA0040.The dynamic height is computed by dividing the NAVD 88
 GA0040.geopotential number by the normal gravity value computed on the
 GA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0040.degrees latitude (g = 980.6199 gals.).
 GA0040
 GA0040.The modeled gravity was interpolated from observed gravity values.
 GA0040
 GA0040;                    North         East    Units  Estimated Accuracy
 GA0040;SPC VA S     - 1,078,660.    3,182,540.      MT  (+/- 180 meters Scaled)
 GA0040
 GA0040                          SUPERSEDED SURVEY CONTROL
 GA0040
 GA0040  NGVD 29 (??/??/92)  480.768  (m)         1577.32   (f) ADJ UNCH    2 0
 GA0040
 GA0040.Superseded values are not recommended for survey control.
 GA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0040.See file dsdata.txt to determine how the superseded data were derived.
 GA0040
 GA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA050940(NAD 83)
 GA0040_MARKER: DB = BENCH MARK DISK
 GA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0040_STAMPING: C 41 1934
 GA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0040+STABILITY: SURFACE MOTION
 GA0040
 GA0040  HISTORY     - Date     Condition        Report By
 GA0040  HISTORY     - 1934     MONUMENTED       CGS
 GA0040  HISTORY     - 1935     GOOD             NGS
 GA0040
 GA0040                          STATION DESCRIPTION
 GA0040
 GA0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0040'0.7 MI W FROM FINNEY.
 GA0040'0.7 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GA0040'STATION AT FINNEY, RUSSELL COUNTY, 75 FEET SOUTHWEST OF THE HENRY
 GA0040'WILSON FARM RESIDENCE, AT A PRIVATE-ROAD CROSSING, AND 16 FEET NORTH
 GA0040'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 41 1934
 GA0040'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0585 ***********************************************************************
 GW0585  DESIGNATION -  C 41 USGS
 GW0585  PID         -  GW0585
 GW0585  STATE/COUNTY-  VA/NELSON
 GW0585  USGS QUAD   -  SHIPMAN (1987)
 GW0585
 GW0585                         *CURRENT SURVEY CONTROL
 GW0585  ___________________________________________________________________
 GW0585* NAD 83(1986)-  37 38 30.     (N)    078 46 19.     (W)     SCALED    
 GW0585* NAVD 88     -       110.443  (meters)     362.35   (feet)  ADJUSTED  
 GW0585  ___________________________________________________________________
 GW0585  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW0585  DYNAMIC HT  -         110.364 (meters)     362.09  (feet)  COMP
 GW0585  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 GW0585
 GW0585  VERT ORDER  -  FIRST     CLASS II
 GW0585
 GW0585.The horizontal coordinates were scaled from a topographic map and have
 GW0585.an estimated accuracy of +/- 6 seconds.
 GW0585
 GW0585.The orthometric height was determined by differential leveling
 GW0585.and adjusted by the National Geodetic Survey in June 1991..
 GW0585
 GW0585.The geoid height was determined by GEOID03.
 GW0585
 GW0585.The dynamic height is computed by dividing the NAVD 88
 GW0585.geopotential number by the normal gravity value computed on the
 GW0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0585.degrees latitude (g = 980.6199 gals.).
 GW0585
 GW0585.The modeled gravity was interpolated from observed gravity values.
 GW0585
 GW0585;                    North         East    Units  Estimated Accuracy
 GW0585;SPC VA S     - 1,145,230.    3,476,000.      MT  (+/- 180 meters Scaled)
 GW0585
 GW0585                          SUPERSEDED SURVEY CONTROL
 GW0585
 GW0585  NGVD 29 (??/??/92)  110.700  (m)          363.19   (f) ADJ UNCH    1 2
 GW0585
 GW0585.Superseded values are not recommended for survey control.
 GW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0585.See file dsdata.txt to determine how the superseded data were derived.
 GW0585
 GW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB965683(NAD 83)
 GW0585_MARKER: DD = SURVEY DISK
 GW0585_SETTING: 66 = SET IN ROCK OUTCROP
 GW0585_SP_SET: SANDSTONE
 GW0585_STAMPING: 363.175 C 41 1926
 GW0585_MARK LOGO: USGS  
 GW0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0585+STABILITY: POSITION/ELEVATION WELL
 GW0585
 GW0585  HISTORY     - Date     Condition        Report By
 GW0585  HISTORY     - 1926     MONUMENTED       USGS
 GW0585  HISTORY     - 1934     GOOD             NGS
 GW0585  HISTORY     - 1983     GOOD             NGS
 GW0585
 GW0585                          STATION DESCRIPTION
 GW0585
 GW0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0585'2.7 MI W FROM WINGINA.
 GW0585'2.7 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM WINGINA,
 GW0585'0.4 MILE EAST OF MILEPOST 107, 100 FEET NORTH OF THE CENTERLINE
 GW0585'OF THE TRACK, IN A FIELD, ON THE SOUTH SLOPE OF A LOW RIDGE,
 GW0585'MIDWAY BETWEEN TWO BRIDGES OVER THE OLD CANAL, AND IN A BROWN
 GW0585'SANDSTONE ROCK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GW0585'363.175 C 41 1926.
 GW0585
 GW0585                          STATION RECOVERY (1983)
 GW0585
 GW0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0585'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.65 KM
 GW0585'(1.65 MI) NORTHEAST ALONG STATE HIGHWAY 626 FROM THE POST OFFICE IN
 GW0585'NORWOOD, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 647,
 GW0585'THENCE 0.25 KM (0.15 MI) SOUTH ALONG A TRACK ROAD TO THE END AT THE
 GW0585'RAILROAD TRACKS AND THE MARK ON THE RIGHT, ON THE NORTH SIDE OF A
 GW0585'DRAINAGE DITCH IN A FIELD, ALSO 4.25 KM (2.65 MI) WEST ALONG STATE
 GW0585'HIGHWAY 647 FROM THE POST OFFICE IN WINGINA, 121.92 METERS (400.0 FT)
 GW0585'WEST OF THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0478 ***********************************************************************
 FX0478  DESIGNATION -  C 416
 FX0478  PID         -  FX0478
 FX0478  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0478  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0478
 FX0478                         *CURRENT SURVEY CONTROL
 FX0478  ___________________________________________________________________
 FX0478* NAD 83(1986)-  36 50 39.     (N)    076 04 21.     (W)     SCALED    
 FX0478* NAVD 88     -         1.471  (meters)       4.83   (feet)  ADJUSTED  
 FX0478  ___________________________________________________________________
 FX0478  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 FX0478  DYNAMIC HT  -           1.470 (meters)       4.82  (feet)  COMP
 FX0478  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 FX0478
 FX0478  VERT ORDER  -  FIRST     CLASS I
 FX0478
 FX0478.The horizontal coordinates were scaled from a topographic map and have
 FX0478.an estimated accuracy of +/- 6 seconds.
 FX0478
 FX0478.The orthometric height was determined by differential leveling
 FX0478.and adjusted by the National Geodetic Survey in June 1991..
 FX0478
 FX0478.The geoid height was determined by GEOID03.
 FX0478
 FX0478.The dynamic height is computed by dividing the NAVD 88
 FX0478.geopotential number by the normal gravity value computed on the
 FX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0478.degrees latitude (g = 980.6199 gals.).
 FX0478
 FX0478.The modeled gravity was interpolated from observed gravity values.
 FX0478
 FX0478;                    North         East    Units  Estimated Accuracy
 FX0478;SPC VA S     - 1,059,470.    3,716,490.      MT  (+/- 180 meters Scaled)
 FX0478
 FX0478                          SUPERSEDED SURVEY CONTROL
 FX0478
 FX0478  NGVD 29 (??/??/92)    1.722  (m)            5.65   (f) ADJ UNCH    1 1
 FX0478
 FX0478.Superseded values are not recommended for survey control.
 FX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0478.See file dsdata.txt to determine how the superseded data were derived.
 FX0478
 FX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF043781(NAD 83)
 FX0478_MARKER: DB = BENCH MARK DISK
 FX0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0478_SP_SET: CULVERT
 FX0478_STAMPING: C 416 1963
 FX0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0478
 FX0478  HISTORY     - Date     Condition        Report By
 FX0478  HISTORY     - 1963     MONUMENTED       CGS
 FX0478
 FX0478                          STATION DESCRIPTION
 FX0478
 FX0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0478'3.1 MI W FROM OCEANA.
 FX0478'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS
 FX0478'AT OCEANA, ABOUT 0.1 MILE WEST OF THE INTERSECTION OF STATE
 FX0478'HIGHWAY 644 LEADING NORTHWEST AND SOUTH, SET ON TOP OF THE EAST
 FX0478'END OF THE SOUTH HEAD WALL FOR A 8 FOOT CONCRETE BOX CULVERT,
 FX0478'39 FEET SOUTH AND ACROSS SERVICE ROAD FROM THE CENTER LINE OF
 FX0478'THE HIGHWAY, 85 FEET EAST OF TELEPHONE POLE 425, AND ABOUT 2
 FX0478'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0216 ***********************************************************************
 FW0216  DESIGNATION -  C 417
 FW0216  PID         -  FW0216
 FW0216  STATE/COUNTY-  VA/NORTHAMPTON
 FW0216  USGS QUAD   -  FRANKTOWN (1992)
 FW0216
 FW0216                         *CURRENT SURVEY CONTROL
 FW0216  ___________________________________________________________________
 FW0216* NAD 83(1986)-  37 25 24.     (N)    075 53 32.     (W)     SCALED    
 FW0216* NAVD 88     -        10.862  (meters)      35.64   (feet)  ADJUSTED  
 FW0216  ___________________________________________________________________
 FW0216  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 FW0216  DYNAMIC HT  -          10.855 (meters)      35.61  (feet)  COMP
 FW0216  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 FW0216
 FW0216  VERT ORDER  -  FIRST     CLASS I
 FW0216
 FW0216.The horizontal coordinates were scaled from a topographic map and have
 FW0216.an estimated accuracy of +/- 6 seconds.
 FW0216
 FW0216.The orthometric height was determined by differential leveling
 FW0216.and adjusted by the National Geodetic Survey in June 1991..
 FW0216
 FW0216.The geoid height was determined by GEOID03.
 FW0216
 FW0216.The dynamic height is computed by dividing the NAVD 88
 FW0216.geopotential number by the normal gravity value computed on the
 FW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0216.degrees latitude (g = 980.6199 gals.).
 FW0216
 FW0216.The modeled gravity was interpolated from observed gravity values.
 FW0216
 FW0216;                    North         East    Units  Estimated Accuracy
 FW0216;SPC VA S     - 1,124,150.    3,730,790.      MT  (+/- 180 meters Scaled)
 FW0216
 FW0216                          SUPERSEDED SURVEY CONTROL
 FW0216
 FW0216  NGVD 29 (??/??/??)   11.104  (m)           36.43   (f) ADJUSTED    1 1
 FW0216
 FW0216.Superseded values are not recommended for survey control.
 FW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0216.See file dsdata.txt to determine how the superseded data were derived.
 FW0216
 FW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG210422(NAD 83)
 FW0216_MARKER: DB = BENCH MARK DISK
 FW0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0216_STAMPING: C 417 1963
 FW0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0216+STABILITY: SURFACE MOTION
 FW0216
 FW0216  HISTORY     - Date     Condition        Report By
 FW0216  HISTORY     - 1963     MONUMENTED       CGS
 FW0216  HISTORY     - 1972     GOOD             NGS
 FW0216
 FW0216                          STATION DESCRIPTION
 FW0216
 FW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0216'1.8 MI NE FROM MACHIPONGO.
 FW0216'ABOUT 1.75 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0216'THE CROSSING OF STATE ROAD 627 AT MACHIPONGO, 0.35 MILE SOUTHWEST
 FW0216'OF MILEPOST 80, 0.3 MILE SOUTHWEST OF THE CROSSING OF STATE
 FW0216'ROAD 622, 47.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14 1/2
 FW0216'FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1 1/2 FEET
 FW0216'NORTHWEST OF POWER LINE POLE NO. 9, 1.8 FEET SOUTHEAST OF A
 FW0216'METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 FW0216'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 FW0216'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0421 ***********************************************************************
 FW0421  DESIGNATION -  C 418
 FW0421  PID         -  FW0421
 FW0421  STATE/COUNTY-  VA/ACCOMACK
 FW0421  USGS QUAD   -  ACCOMAC (1979)
 FW0421
 FW0421                         *CURRENT SURVEY CONTROL
 FW0421  ___________________________________________________________________
 FW0421* NAD 83(1986)-  37 42 32.     (N)    075 42 45.     (W)     SCALED    
 FW0421* NAVD 88     -        11.502  (meters)      37.74   (feet)  ADJUSTED  
 FW0421  ___________________________________________________________________
 FW0421  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0421  DYNAMIC HT  -          11.494 (meters)      37.71  (feet)  COMP
 FW0421  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 FW0421
 FW0421  VERT ORDER  -  FIRST     CLASS I
 FW0421
 FW0421.The horizontal coordinates were scaled from a topographic map and have
 FW0421.an estimated accuracy of +/- 6 seconds.
 FW0421
 FW0421.The orthometric height was determined by differential leveling
 FW0421.and adjusted by the National Geodetic Survey in June 1991..
 FW0421
 FW0421.The geoid height was determined by GEOID03.
 FW0421
 FW0421.The dynamic height is computed by dividing the NAVD 88
 FW0421.geopotential number by the normal gravity value computed on the
 FW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0421.degrees latitude (g = 980.6199 gals.).
 FW0421
 FW0421.The modeled gravity was interpolated from observed gravity values.
 FW0421
 FW0421;                    North         East    Units  Estimated Accuracy
 FW0421;SPC VA S     - 1,156,280.    3,745,750.      MT  (+/- 180 meters Scaled)
 FW0421
 FW0421                          SUPERSEDED SURVEY CONTROL
 FW0421
 FW0421  NGVD 29 (??/??/??)   11.744  (m)           38.53   (f) ADJUSTED    1 1
 FW0421
 FW0421.Superseded values are not recommended for survey control.
 FW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0421.See file dsdata.txt to determine how the superseded data were derived.
 FW0421
 FW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG371737(NAD 83)
 FW0421_MARKER: DB = BENCH MARK DISK
 FW0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0421_SP_SET: CULVERT
 FW0421_STAMPING: C 418 1963
 FW0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0421
 FW0421  HISTORY     - Date     Condition        Report By
 FW0421  HISTORY     - 1963     MONUMENTED       CGS
 FW0421
 FW0421                          STATION DESCRIPTION
 FW0421
 FW0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0421'0.7 MI W FROM TASLEY.
 FW0421'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 178 FROM THE CROSSING
 FW0421'OF THE PENNSYLVANIA RAILROAD AT TASLEY, SET ON TOP OF THE WEST
 FW0421'END OF THE NORTH HEAD WALL FOR A 6 1/2 FOOT CONCRETE BOX CULVERT,
 FW0421'19 FEET NORTH OF CENTER LINE OF HIGHWAY, 10 FEET SOUTHWEST OF
 FW0421'SOUTHWEST CORNER OF WIRE FENCE SURROUNDING A FAIRGROUNDS, AND ABOUT
 FW0421'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0462 ***********************************************************************
 FX0462  DESIGNATION -  C 419
 FX0462  PID         -  FX0462
 FX0462  STATE/COUNTY-  VA/C OF NORFOLK
 FX0462  USGS QUAD   -  MOYOCK (1986)
 FX0462
 FX0462                         *CURRENT SURVEY CONTROL
 FX0462  ___________________________________________________________________
 FX0462* NAD 83(1986)-  36 35 08.     (N)    076 12 18.     (W)     SCALED    
 FX0462* NAVD 88     -         1.406  (meters)       4.61   (feet)  ADJUSTED  
 FX0462  ___________________________________________________________________
 FX0462  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 FX0462  DYNAMIC HT  -           1.405 (meters)       4.61  (feet)  COMP
 FX0462  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 FX0462
 FX0462  VERT ORDER  -  FIRST     CLASS I
 FX0462
 FX0462.The horizontal coordinates were scaled from a topographic map and have
 FX0462.an estimated accuracy of +/- 6 seconds.
 FX0462
 FX0462.The orthometric height was determined by differential leveling
 FX0462.and adjusted by the National Geodetic Survey in June 1991..
 FX0462
 FX0462.The geoid height was determined by GEOID03.
 FX0462
 FX0462.The dynamic height is computed by dividing the NAVD 88
 FX0462.geopotential number by the normal gravity value computed on the
 FX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0462.degrees latitude (g = 980.6199 gals.).
 FX0462
 FX0462.The modeled gravity was interpolated from observed gravity values.
 FX0462
 FX0462;                    North         East    Units  Estimated Accuracy
 FX0462;SPC VA S     - 1,030,490.    3,705,370.      MT  (+/- 180 meters Scaled)
 FX0462
 FX0462                          SUPERSEDED SURVEY CONTROL
 FX0462
 FX0462  NGVD 29 (??/??/92)    1.673  (m)            5.49   (f) ADJ UNCH    1 1
 FX0462
 FX0462.Superseded values are not recommended for survey control.
 FX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0462.See file dsdata.txt to determine how the superseded data were derived.
 FX0462
 FX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF922495(NAD 83)
 FX0462_MARKER: DB = BENCH MARK DISK
 FX0462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX0462_SP_SET: CULVERT HEADWALL
 FX0462_STAMPING: C 419 1963
 FX0462_MARK LOGO: CGS   
 FX0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0462+STABILITY: SURFACE MOTION
 FX0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0462+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 FX0462
 FX0462  HISTORY     - Date     Condition        Report By
 FX0462  HISTORY     - 1963     MONUMENTED       CGS
 FX0462  HISTORY     - 1979     GOOD             NGS
 FX0462  HISTORY     - 19980415 GOOD             NCGS
 FX0462
 FX0462                          STATION DESCRIPTION
 FX0462
 FX0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0462'AT CHESAPEAKE.
 FX0462'AT CHESAPEAKE, ABOUT 0.35 MILE WEST ALONG SECONDARY STATE
 FX0462'HIGHWAY 607 FROM THE CROSSING OF THE NORFOLK SOUTHERN RAILWAY
 FX0462'AT HICKORY GROUND (A SUBDIVISION OF CHESAPEAKE), THENCE 3.75
 FX0462'MILES SOUTH ALONG SECONDARY STATE HIGHWAY 604 AND STATE HIGHWAY
 FX0462'168, SET ON TOP OF THE WEST HEAD WALL FOR A 9-FOOT CONCRETE BOX
 FX0462'CULVERT, 16.2 FEET WEST OF CENTER LINE OF HIGHWAY, 4 FEET NORTH
 FX0462'OF SOUTH END OF CULVERT, 32 FEET NORTH NORTHEAST OF A TELEPHONE
 FX0462'POLE, AND ABOUT LEVEL WITH HIGHWAY.
 FX0462
 FX0462                          STATION RECOVERY (1979)
 FX0462
 FX0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0462'RECOVERED IN GOOD CONDITION.
 FX0462
 FX0462                          STATION RECOVERY (1998)
 FX0462
 FX0462'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 FX0462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1759 ***********************************************************************
 GX1759  DESIGNATION -  C 42
 GX1759  PID         -  GX1759
 GX1759  STATE/COUNTY-  VA/TAZEWELL
 GX1759  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1759
 GX1759                         *CURRENT SURVEY CONTROL
 GX1759  ___________________________________________________________________
 GX1759* NAD 83(1986)-  37 07 17.     (N)    081 34 50.     (W)     SCALED    
 GX1759* NAVD 88     -       717.528  (meters)    2354.09   (feet)  ADJUSTED  
 GX1759  ___________________________________________________________________
 GX1759  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GX1759  DYNAMIC HT  -         716.881 (meters)    2351.97  (feet)  COMP
 GX1759  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 GX1759
 GX1759  VERT ORDER  -  SECOND    CLASS 0
 GX1759
 GX1759.The horizontal coordinates were scaled from a topographic map and have
 GX1759.an estimated accuracy of +/- 6 seconds.
 GX1759
 GX1759.The orthometric height was determined by differential leveling
 GX1759.and adjusted by the National Geodetic Survey in June 1991..
 GX1759
 GX1759.The geoid height was determined by GEOID03.
 GX1759
 GX1759.The dynamic height is computed by dividing the NAVD 88
 GX1759.geopotential number by the normal gravity value computed on the
 GX1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1759.degrees latitude (g = 980.6199 gals.).
 GX1759
 GX1759.The modeled gravity was interpolated from observed gravity values.
 GX1759
 GX1759;                    North         East    Units  Estimated Accuracy
 GX1759;SPC VA S     - 1,091,920.    3,226,290.      MT  (+/- 180 meters Scaled)
 GX1759
 GX1759                          SUPERSEDED SURVEY CONTROL
 GX1759
 GX1759  NGVD 29 (??/??/92)  717.64   (m)         2354.5    (f) COMPUTED    2 0
 GX1759
 GX1759.Superseded values are not recommended for survey control.
 GX1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1759.See file dsdata.txt to determine how the superseded data were derived.
 GX1759
 GX1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB484084(NAD 83)
 GX1759_MARKER: DB = BENCH MARK DISK
 GX1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1759_STAMPING: C 42 1934
 GX1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1759+STABILITY: SURFACE MOTION
 GX1759
 GX1759  HISTORY     - Date     Condition        Report By
 GX1759  HISTORY     - 1934     MONUMENTED       CGS
 GX1759  HISTORY     - 1958     GOOD             NGS
 GX1759  HISTORY     - 1963     GOOD             NGS
 GX1759
 GX1759                          STATION DESCRIPTION
 GX1759
 GX1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1759'3.2 MI W FROM NORTH TAZEWELL.
 GX1759'3.2 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1759'STATION AT NORTH TAZEWELL, ABOUT 2.65 MILES EAST OF ROAD CROSSING
 GX1759'AT MAXWELL, AT THE CROSSING OF A DIRT ROAD, ABOUT 8 1/2 RAILS
 GX1759'EAST OF RAILWAY BRIDGE NO. 1328 OVER CLINCH RIVER, 26 FEET NORTH
 GX1759'OF NORTH RAIL, 127 FEET NORTHWEST OF CENTER OF CROSSING, 13 FEET
 GX1759'SOUTH OF CENTER LINE OF DIRT ROAD, 6 FEET SOUTHEAST OF A TELEPHONE
 GX1759'POLE, 2 FEET SOUTH OF A FENCE LINE, 4 FEET BELOW LEVEL OF TRACK
 GX1759'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GX1759
 GX1759                          STATION RECOVERY (1963)
 GX1759
 GX1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0583 ***********************************************************************
 GW0583  DESIGNATION -  C 42 USGS
 GW0583  PID         -  GW0583
 GW0583  STATE/COUNTY-  VA/NELSON
 GW0583  USGS QUAD   -  SHIPMAN (1987)
 GW0583
 GW0583                         *CURRENT SURVEY CONTROL
 GW0583  ___________________________________________________________________
 GW0583* NAD 83(1986)-  37 38 32.     (N)    078 48 38.     (W)     SCALED    
 GW0583* NAVD 88     -       115.031  (meters)     377.40   (feet)  ADJUSTED  
 GW0583  ___________________________________________________________________
 GW0583  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW0583  DYNAMIC HT  -         114.950 (meters)     377.13  (feet)  COMP
 GW0583  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 GW0583
 GW0583  VERT ORDER  -  FIRST     CLASS II
 GW0583
 GW0583.The horizontal coordinates were scaled from a topographic map and have
 GW0583.an estimated accuracy of +/- 6 seconds.
 GW0583
 GW0583.The orthometric height was determined by differential leveling
 GW0583.and adjusted by the National Geodetic Survey in June 1991..
 GW0583
 GW0583.The geoid height was determined by GEOID03.
 GW0583
 GW0583.The dynamic height is computed by dividing the NAVD 88
 GW0583.geopotential number by the normal gravity value computed on the
 GW0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0583.degrees latitude (g = 980.6199 gals.).
 GW0583
 GW0583.The modeled gravity was interpolated from observed gravity values.
 GW0583
 GW0583;                    North         East    Units  Estimated Accuracy
 GW0583;SPC VA S     - 1,145,300.    3,472,590.      MT  (+/- 180 meters Scaled)
 GW0583
 GW0583                          SUPERSEDED SURVEY CONTROL
 GW0583
 GW0583  NGVD 29 (??/??/92)  115.286  (m)          378.23   (f) ADJ UNCH    1 2
 GW0583
 GW0583.Superseded values are not recommended for survey control.
 GW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0583.See file dsdata.txt to determine how the superseded data were derived.
 GW0583
 GW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB931683(NAD 83)
 GW0583_MARKER: DD = SURVEY DISK
 GW0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0583_SP_SET: ABUTMENT
 GW0583_STAMPING: 378.221 C 42 1926
 GW0583_MARK LOGO: USGS  
 GW0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0583
 GW0583  HISTORY     - Date     Condition        Report By
 GW0583  HISTORY     - 1926     MONUMENTED       USGS
 GW0583  HISTORY     - 1936     GOOD             NGS
 GW0583  HISTORY     - 1983     GOOD             NGS
 GW0583
 GW0583                          STATION DESCRIPTION
 GW0583
 GW0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0583'0.2 MI W FROM NORWOOD.
 GW0583'0.2 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0583'STATION AT NORWOOD, AT THE IRON BRIDGE OVER TYE RIVER, AT THE
 GW0583'NORTHEAST CONCRETE ABUTMENT, AND IN THE NORTHWEST END OF THE
 GW0583'BRIDGE SEAT.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GW0583'378.221 C 42 1926.
 GW0583
 GW0583                          STATION RECOVERY (1983)
 GW0583
 GW0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0413 ***********************************************************************
 FW0413  DESIGNATION -  C 420
 FW0413  PID         -  FW0413
 FW0413  STATE/COUNTY-  VA/ACCOMACK
 FW0413  USGS QUAD   -  ACCOMAC (1979)
 FW0413
 FW0413                         *CURRENT SURVEY CONTROL
 FW0413  ___________________________________________________________________
 FW0413* NAD 83(1986)-  37 42 19.     (N)    075 37 49.     (W)     SCALED    
 FW0413* NAVD 88     -         5.806  (meters)      19.05   (feet)  ADJUSTED  
 FW0413  ___________________________________________________________________
 FW0413  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 FW0413  DYNAMIC HT  -           5.802 (meters)      19.04  (feet)  COMP
 FW0413  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 FW0413
 FW0413  VERT ORDER  -  FIRST     CLASS I
 FW0413
 FW0413.The horizontal coordinates were scaled from a topographic map and have
 FW0413.an estimated accuracy of +/- 6 seconds.
 FW0413
 FW0413.The orthometric height was determined by differential leveling
 FW0413.and adjusted by the National Geodetic Survey in June 1991..
 FW0413
 FW0413.The geoid height was determined by GEOID03.
 FW0413
 FW0413.The dynamic height is computed by dividing the NAVD 88
 FW0413.geopotential number by the normal gravity value computed on the
 FW0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0413.degrees latitude (g = 980.6199 gals.).
 FW0413
 FW0413.The modeled gravity was interpolated from observed gravity values.
 FW0413
 FW0413;                    North         East    Units  Estimated Accuracy
 FW0413;SPC VA S     - 1,156,100.    3,753,010.      MT  (+/- 180 meters Scaled)
 FW0413
 FW0413                          SUPERSEDED SURVEY CONTROL
 FW0413
 FW0413  NGVD 29 (??/??/??)    6.045  (m)           19.83   (f) ADJUSTED    1 1
 FW0413
 FW0413.Superseded values are not recommended for survey control.
 FW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0413.See file dsdata.txt to determine how the superseded data were derived.
 FW0413
 FW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG444733(NAD 83)
 FW0413_MARKER: DB = BENCH MARK DISK
 FW0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0413_STAMPING: C 420 1963
 FW0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0413+STABILITY: SURFACE MOTION
 FW0413
 FW0413  HISTORY     - Date     Condition        Report By
 FW0413  HISTORY     - 1963     MONUMENTED       CGS
 FW0413  HISTORY     - 19870503 GOOD             USPSQD
 FW0413  HISTORY     - 19970426 GOOD             USPSQD
 FW0413
 FW0413                          STATION DESCRIPTION
 FW0413
 FW0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0413'1.8 MI SE FROM ACCOMAC.
 FW0413'ABOUT 1.8 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 652 FROM
 FW0413'THE JUNCTION OF U.S. HIGHWAY 13 AT ACCOMAC, AT EAST CORNER OF A
 FW0413'HEAVY WOODED AREA, 26 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 FW0413'16 1/2 FEET NORTHWEST OF CENTER LINE OF FARM ROAD LEADING
 FW0413'SOUTHWEST, 28 1/2 FEET NORTHWEST OF POWER POLE 39-P-63, 1.5
 FW0413'FEET SOUTHEAST OF A STEEL WITNESS POST, 1/2 FOOT ABOVE LEVEL OF
 FW0413'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 FW0413'INCHES.
 FW0413
 FW0413                          STATION RECOVERY (1987)
 FW0413
 FW0413'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG)
 FW0413'RECOVERED IN GOOD CONDITION.
 FW0413
 FW0413                          STATION RECOVERY (1997)
 FW0413
 FW0413'RECOVERY NOTE BY US POWER SQUADRON 1997
 FW0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0308 ***********************************************************************
 FW0308  DESIGNATION -  C 421
 FW0308  PID         -  FW0308
 FW0308  STATE/COUNTY-  VA/ACCOMACK
 FW0308  USGS QUAD   -  HALLWOOD (1992)
 FW0308
 FW0308                         *CURRENT SURVEY CONTROL
 FW0308  ___________________________________________________________________
 FW0308* NAD 83(1986)-  37 59 33.     (N)    075 32 35.     (W)     SCALED    
 FW0308* NAVD 88     -         6.110  (meters)      20.05   (feet)  ADJUSTED  
 FW0308  ___________________________________________________________________
 FW0308  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FW0308  DYNAMIC HT  -           6.106 (meters)      20.03  (feet)  COMP
 FW0308  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 FW0308
 FW0308  VERT ORDER  -  FIRST     CLASS I
 FW0308
 FW0308.The horizontal coordinates were scaled from a topographic map and have
 FW0308.an estimated accuracy of +/- 6 seconds.
 FW0308
 FW0308.The orthometric height was determined by differential leveling
 FW0308.and adjusted by the National Geodetic Survey in June 1991..
 FW0308.WARNING-Repeat measurements at this control monument indicate possible
 FW0308.vertical movement.
 FW0308
 FW0308.The geoid height was determined by GEOID03.
 FW0308
 FW0308.The dynamic height is computed by dividing the NAVD 88
 FW0308.geopotential number by the normal gravity value computed on the
 FW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0308.degrees latitude (g = 980.6199 gals.).
 FW0308
 FW0308.The modeled gravity was interpolated from observed gravity values.
 FW0308
 FW0308;                    North         East    Units  Estimated Accuracy
 FW0308;SPC VA S     - 1,188,200.    3,759,700.      MT  (+/- 180 meters Scaled)
 FW0308
 FW0308                          SUPERSEDED SURVEY CONTROL
 FW0308
 FW0308  NGVD 29 (??/??/??)    6.361  (m)           20.87   (f) ADJUSTED    1 1
 FW0308
 FW0308.Superseded values are not recommended for survey control.
 FW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0308.See file dsdata.txt to determine how the superseded data were derived.
 FW0308
 FW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH523051(NAD 83)
 FW0308_MARKER: DB = BENCH MARK DISK
 FW0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0308_STAMPING: C 421 1963
 FW0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0308+STABILITY: SURFACE MOTION
 FW0308
 FW0308  HISTORY     - Date     Condition        Report By
 FW0308  HISTORY     - 1963     MONUMENTED       CGS
 FW0308  HISTORY     - 1972     GOOD             NGS
 FW0308
 FW0308                          STATION DESCRIPTION
 FW0308
 FW0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0308'1 MI N FROM NEW CHURCH.
 FW0308'ABOUT 1.0 MILE NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE
 FW0308'CROSSING OF STATE ROAD 709 AT NEW CHURCH, 0.35 MILE SOUTH OF
 FW0308'MILEPOST NO. 36, 27 FEET EAST OF THE EAST RAIL, 1 1/2 FEET EAST
 FW0308'OF THE STUMP OF A TELEPHONE POLE THAT HAS BEEN SAWED OFF 6 INCHES
 FW0308'ABOVE THE GROUND, 2 FEET SOUTH OF A METAL WITNESS POST, 1.5 FEET
 FW0308'NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK
 FW0308'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FW0308'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0342 ***********************************************************************
 FW0342  DESIGNATION -  C 422
 FW0342  PID         -  FW0342
 FW0342  STATE/COUNTY-  VA/ACCOMACK
 FW0342  USGS QUAD   -  PARKSLEY (1968)
 FW0342
 FW0342                         *CURRENT SURVEY CONTROL
 FW0342  ___________________________________________________________________
 FW0342* NAD 83(1986)-  37 47 47.     (N)    075 38 42.     (W)     SCALED    
 FW0342* NAVD 88     -        10.113  (meters)      33.18   (feet)  ADJUSTED  
 FW0342  ___________________________________________________________________
 FW0342  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW0342  DYNAMIC HT  -          10.107 (meters)      33.16  (feet)  COMP
 FW0342  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 FW0342
 FW0342  VERT ORDER  -  FIRST     CLASS I
 FW0342
 FW0342.The horizontal coordinates were scaled from a topographic map and have
 FW0342.an estimated accuracy of +/- 6 seconds.
 FW0342
 FW0342.The orthometric height was determined by differential leveling
 FW0342.and adjusted by the National Geodetic Survey in June 1991..
 FW0342
 FW0342.The geoid height was determined by GEOID03.
 FW0342
 FW0342.The dynamic height is computed by dividing the NAVD 88
 FW0342.geopotential number by the normal gravity value computed on the
 FW0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0342.degrees latitude (g = 980.6199 gals.).
 FW0342
 FW0342.The modeled gravity was interpolated from observed gravity values.
 FW0342
 FW0342;                    North         East    Units  Estimated Accuracy
 FW0342;SPC VA S     - 1,166,170.    3,751,410.      MT  (+/- 180 meters Scaled)
 FW0342
 FW0342                          SUPERSEDED SURVEY CONTROL
 FW0342
 FW0342  NGVD 29 (??/??/??)   10.355  (m)           33.97   (f) ADJUSTED    1 1
 FW0342
 FW0342.Superseded values are not recommended for survey control.
 FW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0342.See file dsdata.txt to determine how the superseded data were derived.
 FW0342
 FW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG432834(NAD 83)
 FW0342_MARKER: DB = BENCH MARK DISK
 FW0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0342_SP_SET: 48 FEET
 FW0342_STAMPING: C 422 1963
 FW0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0342
 FW0342  HISTORY     - Date     Condition        Report By
 FW0342  HISTORY     - 1963     MONUMENTED       CGS
 FW0342  HISTORY     - 1972     GOOD             NGS
 FW0342
 FW0342                          STATION DESCRIPTION
 FW0342
 FW0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0342'1.1 MI NE FROM PARKSLEY.
 FW0342'ABOUT 1.1 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0342'THE CROSSING OF STATE ROAD 176 AT PARKSLEY, 0.9 MILE SOUTHWEST
 FW0342'OF THE CROSSING OF STATE ROAD 676 AT HOPETON, 0.4 MILE SOUTHWEST
 FW0342'OF MILEPOST 51, 80 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE
 FW0342'CENTER LINE OF STATE ROAD 316, 43 FEET SOUTHEAST OF THE SOUTHEAST
 FW0342'RAIL, 4 1/2 FEET SOUTHEAST OF A SAWED OF TELEPHONE POLE THAT
 FW0342'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND, 110 FEET SOUTH
 FW0342'OF THE CENTER OF A DIRT ROAD CROSSING, 2 FEET SOUTHEAST OF A
 FW0342'METAL WITNESS POST, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 FW0342'1/2 FOOT BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 FW0342'OF A COPPER COATED STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 FW0342'LEVEL OF THE GROUND AND ENCASED IN A 4 INCH STEEL PIPE THAT
 FW0342'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 FW0342'DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0001 ***********************************************************************
 FX0001  DESIGNATION -  C 423
 FX0001  PID         -  FX0001
 FX0001  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0001  USGS QUAD   -  CAPE HENRY (1986)
 FX0001
 FX0001                         *CURRENT SURVEY CONTROL
 FX0001  ___________________________________________________________________
 FX0001* NAD 83(1986)-  36 59 46.     (N)    076 06 01.     (W)     SCALED    
 FX0001* NAVD 88     -         6.868  (meters)      22.53   (feet)  ADJUSTED  
 FX0001  ___________________________________________________________________
 FX0001  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 FX0001  DYNAMIC HT  -           6.863 (meters)      22.52  (feet)  COMP
 FX0001  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 FX0001
 FX0001  VERT ORDER  -  FIRST     CLASS I
 FX0001
 FX0001.The horizontal coordinates were scaled from a topographic map and have
 FX0001.an estimated accuracy of +/- 6 seconds.
 FX0001
 FX0001.The orthometric height was determined by differential leveling
 FX0001.and adjusted by the National Geodetic Survey in June 1991..
 FX0001.WARNING-Repeat measurements at this control monument indicate possible
 FX0001.vertical movement.
 FX0001
 FX0001.The geoid height was determined by GEOID03.
 FX0001
 FX0001.The dynamic height is computed by dividing the NAVD 88
 FX0001.geopotential number by the normal gravity value computed on the
 FX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0001.degrees latitude (g = 980.6199 gals.).
 FX0001
 FX0001.The modeled gravity was interpolated from observed gravity values.
 FX0001
 FX0001;                    North         East    Units  Estimated Accuracy
 FX0001;SPC VA S     - 1,076,270.    3,713,580.      MT  (+/- 180 meters Scaled)
 FX0001
 FX0001                          SUPERSEDED SURVEY CONTROL
 FX0001
 FX0001  NGVD 29 (??/??/92)    7.126  (m)           23.38   (f) ADJ UNCH    1 1
 FX0001
 FX0001.Superseded values are not recommended for survey control.
 FX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0001.See file dsdata.txt to determine how the superseded data were derived.
 FX0001
 FX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF020950(NAD 83)
 FX0001_MARKER: DB = BENCH MARK DISK
 FX0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0001_SP_SET: LIGHT FOUNDATION
 FX0001_STAMPING: C 423 1963
 FX0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0001
 FX0001  HISTORY     - Date     Condition        Report By
 FX0001  HISTORY     - 1963     MONUMENTED       CGS
 FX0001  HISTORY     - 1972     GOOD             NGS
 FX0001
 FX0001                          STATION DESCRIPTION
 FX0001
 FX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0001'1.1 MI N FROM THIMBLE SHOAL TUNNEL.
 FX0001'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 13 FROM THE NORTH END
 FX0001'OF THIMBLE SHOAL TUNNEL, 42 FEET NORTH OF HIGHWAY MILEPOST
 FX0001'NO. 6, AT BENT B 60 FOR TRESTLE B, SET ON THE TOP OF THE EAST
 FX0001'END OF THE CONCRETE CAP FOR THE BENT AND FOUNDATION FOR A LIGHT
 FX0001'POLE, 17.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2
 FX0001'FEET WEST OF THE EAST EDGE OF THE CAP, 1 FOOT SOUTH OF THE
 FX0001'SOUTHWEST CORNER OF THE BASE OF THE LIGHT POLE AND 5 FEET
 FX0001'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0278 ***********************************************************************
 FW0278  DESIGNATION -  C 424
 FW0278  PID         -  FW0278
 FW0278  STATE/COUNTY-  VA/NORTHAMPTON
 FW0278  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0278
 FW0278                         *CURRENT SURVEY CONTROL
 FW0278  ___________________________________________________________________
 FW0278* NAD 83(1986)-  37 06 49.     (N)    075 58 10.     (W)     SCALED    
 FW0278* NAVD 88     -        11.197  (meters)      36.74   (feet)  ADJUSTED  
 FW0278  ___________________________________________________________________
 FW0278  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0278  DYNAMIC HT  -          11.188 (meters)      36.71  (feet)  COMP
 FW0278  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 FW0278
 FW0278  VERT ORDER  -  FIRST     CLASS I
 FW0278
 FW0278.The horizontal coordinates were scaled from a topographic map and have
 FW0278.an estimated accuracy of +/- 6 seconds.
 FW0278
 FW0278.The orthometric height was determined by differential leveling
 FW0278.and adjusted by the National Geodetic Survey in June 1991..
 FW0278.WARNING-Repeat measurements at this control monument indicate possible
 FW0278.vertical movement.
 FW0278
 FW0278.The geoid height was determined by GEOID03.
 FW0278
 FW0278.The dynamic height is computed by dividing the NAVD 88
 FW0278.geopotential number by the normal gravity value computed on the
 FW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0278.degrees latitude (g = 980.6199 gals.).
 FW0278
 FW0278.The modeled gravity was interpolated from observed gravity values.
 FW0278
 FW0278;                    North         East    Units  Estimated Accuracy
 FW0278;SPC VA S     - 1,089,610.    3,724,880.      MT  (+/- 180 meters Scaled)
 FW0278
 FW0278                          SUPERSEDED SURVEY CONTROL
 FW0278
 FW0278  NGVD 29 (??/??/??)   11.449  (m)           37.56   (f) ADJUSTED    1 1
 FW0278
 FW0278.Superseded values are not recommended for survey control.
 FW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0278.See file dsdata.txt to determine how the superseded data were derived.
 FW0278
 FW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138079(NAD 83)
 FW0278_MARKER: DB = BENCH MARK DISK
 FW0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0278_SP_SET: CONCRETE CAP
 FW0278_STAMPING: C 424 1963
 FW0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0278
 FW0278  HISTORY     - Date     Condition        Report By
 FW0278  HISTORY     - 1963     MONUMENTED       CGS
 FW0278  HISTORY     - 1972     GOOD             NGS
 FW0278
 FW0278                          STATION DESCRIPTION
 FW0278
 FW0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0278'AT FISHERMANS INLET BRIDGE.
 FW0278'AT FISHERMANS INLET BRIDGE, ABOUT 1.35 MILES SOUTH ALONG U.S.
 FW0278'HIGHWAY 13 FROM THE NORTH TOLL PLAZA, 0.3 MILE SOUTH OF THE NORTH
 FW0278'END OF THE BRIDGE, 0.2 MILE NORTH OF THE SOUTH END OF THE BRIDGE,
 FW0278'AT BENT E 11 FOR THE TRESTLE, 17.5 FEET EAST OF THE CENTER LINE OF
 FW0278'THE HIGHWAY, SET ON THE TOP OF THE EAST END OF THE CONCRETE
 FW0278'CAP FOR BENT AND FOUNDATION FOR A LIGHT POLE, 0.8 FOOT SOUTHWEST
 FW0278'OF THE SOUTHWEST CORNER OF BASE AND 5 FEET BELOW THE LEVEL OF THE
 FW0278'HIGHWAY.  THIS MARK IS ALONG THE HIGHWAY FOR THE CHESAPEAKE
 FW0278'BAY BRIDGE-TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1193 ***********************************************************************
 GA1193  DESIGNATION -  C 425
 GA1193  PID         -  GA1193
 GA1193  STATE/COUNTY-  VA/WISE
 GA1193  USGS QUAD   -  APPALACHIA (1991)
 GA1193
 GA1193                         *CURRENT SURVEY CONTROL
 GA1193  ___________________________________________________________________
 GA1193* NAD 83(1986)-  36 53 49.     (N)    082 47 27.     (W)     SCALED    
 GA1193* NAVD 88     -       494.168  (meters)    1621.28   (feet)  ADJUSTED  
 GA1193  ___________________________________________________________________
 GA1193  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1193  DYNAMIC HT  -         493.736 (meters)    1619.87  (feet)  COMP
 GA1193  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 GA1193
 GA1193  VERT ORDER  -  FIRST     CLASS I
 GA1193
 GA1193.The horizontal coordinates were scaled from a topographic map and have
 GA1193.an estimated accuracy of +/- 6 seconds.
 GA1193
 GA1193.The orthometric height was determined by differential leveling
 GA1193.and adjusted by the National Geodetic Survey in June 1991..
 GA1193
 GA1193.The geoid height was determined by GEOID03.
 GA1193
 GA1193.The dynamic height is computed by dividing the NAVD 88
 GA1193.geopotential number by the normal gravity value computed on the
 GA1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1193.degrees latitude (g = 980.6199 gals.).
 GA1193
 GA1193.The modeled gravity was interpolated from observed gravity values.
 GA1193
 GA1193;                    North         East    Units  Estimated Accuracy
 GA1193;SPC VA S     - 1,071,240.    3,117,690.      MT  (+/- 180 meters Scaled)
 GA1193
 GA1193                          SUPERSEDED SURVEY CONTROL
 GA1193
 GA1193  NGVD 29 (??/??/92)  494.309  (m)         1621.75   (f) ADJ UNCH    1 1
 GA1193
 GA1193.Superseded values are not recommended for survey control.
 GA1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1193.See file dsdata.txt to determine how the superseded data were derived.
 GA1193
 GA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA404849(NAD 83)
 GA1193_MARKER: DB = BENCH MARK DISK
 GA1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1193_SP_SET: BRIDGE
 GA1193_STAMPING: C 425 1967
 GA1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1193
 GA1193  HISTORY     - Date     Condition        Report By
 GA1193  HISTORY     - 1967     MONUMENTED       CGS
 GA1193
 GA1193                          STATION DESCRIPTION
 GA1193
 GA1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1193'0.8 MI SW FROM APPALACHIA.
 GA1193'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1193'RAILROAD FROM THE FIRST NATIONAL BANK AT APPALACHIA, OR ABOUT 2.7
 GA1193'MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM
 GA1193'THE STATION AT BIG STONE GAP, 40 YARDS NORTHWEST OF THE CROSSING
 GA1193'OF THE RAILROAD AND STATE HIGHWAY 68, 4 1/2 FEET NORTHEAST OF THE
 GA1193'NORTHEAST RAIL OF THE MAIN TRACK SET IN THE TOP OF THE NORTHEAST
 GA1193'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE
 GA1193'OVER PIGEON CREEK, 40 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 GA1193'HIGHWAY 23, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1252 ***********************************************************************
 GA1252  DESIGNATION -  C 426
 GA1252  PID         -  GA1252
 GA1252  STATE/COUNTY-  VA/SCOTT
 GA1252  USGS QUAD   -  GATE CITY (1978)
 GA1252
 GA1252                         *CURRENT SURVEY CONTROL
 GA1252  ___________________________________________________________________
 GA1252* NAD 83(1986)-  36 37 58.     (N)    082 36 02.     (W)     SCALED    
 GA1252* NAVD 88     -       404.444  (meters)    1326.91   (feet)  ADJUSTED  
 GA1252  ___________________________________________________________________
 GA1252  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GA1252  DYNAMIC HT  -         404.082 (meters)    1325.73  (feet)  COMP
 GA1252  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 GA1252
 GA1252  VERT ORDER  -  FIRST     CLASS I
 GA1252
 GA1252.The horizontal coordinates were scaled from a topographic map and have
 GA1252.an estimated accuracy of +/- 6 seconds.
 GA1252
 GA1252.The orthometric height was determined by differential leveling
 GA1252.and adjusted by the National Geodetic Survey in June 1991..
 GA1252
 GA1252.The geoid height was determined by GEOID03.
 GA1252
 GA1252.The dynamic height is computed by dividing the NAVD 88
 GA1252.geopotential number by the normal gravity value computed on the
 GA1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1252.degrees latitude (g = 980.6199 gals.).
 GA1252
 GA1252.The modeled gravity was interpolated from observed gravity values.
 GA1252
 GA1252;                    North         East    Units  Estimated Accuracy
 GA1252;SPC VA S     - 1,041,200.    3,133,360.      MT  (+/- 180 meters Scaled)
 GA1252
 GA1252                          SUPERSEDED SURVEY CONTROL
 GA1252
 GA1252  NGVD 29 (??/??/92)  404.584  (m)         1327.37   (f) ADJ UNCH    1 1
 GA1252
 GA1252.Superseded values are not recommended for survey control.
 GA1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1252.See file dsdata.txt to determine how the superseded data were derived.
 GA1252
 GA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA569553(NAD 83)
 GA1252_MARKER: DB = BENCH MARK DISK
 GA1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1252_SP_SET: CULVERT
 GA1252_STAMPING: C 426 1967
 GA1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1252
 GA1252  HISTORY     - Date     Condition        Report By
 GA1252  HISTORY     - 1967     MONUMENTED       CGS
 GA1252
 GA1252                          STATION DESCRIPTION
 GA1252
 GA1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1252'1.1 MI W FROM GATE CITY.
 GA1252'ABOUT 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1252'FROM THE STATION AT GATE CITY, 0.35 MILE EAST OF MILEPOST 37,
 GA1252'60 FEET EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A
 GA1252'ROAD, 9 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN THE
 GA1252'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL OF A TWIN
 GA1252'CHANNEL 48-INCH CORRUGATED METAL CULVERT UNDER THE TRACK, AND
 GA1252'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2828 ***********************************************************************
 FZ2828  DESIGNATION -  C 429 RESET
 FZ2828  PID         -  FZ2828
 FZ2828  STATE/COUNTY-  VA/WYTHE
 FZ2828  USGS QUAD   -  WYTHEVILLE (1991)
 FZ2828
 FZ2828                         *CURRENT SURVEY CONTROL
 FZ2828  ___________________________________________________________________
 FZ2828* NAD 83(1986)-  36 59 04.     (N)    081 04 39.     (W)     SCALED    
 FZ2828* NAVD 88     -       674.99   (meters)    2214.5    (feet)  RESET     
 FZ2828  ___________________________________________________________________
 FZ2828  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ2828
 FZ2828  VERT ORDER  -  THIRD
 FZ2828
 FZ2828.The horizontal coordinates were scaled from a topographic map and have
 FZ2828.an estimated accuracy of +/- 6 seconds.
 FZ2828
 FZ2828.The orthometric height was computed from unverified reset data.
 FZ2828.No vertical observational check was made to the station.
 FZ2828
 FZ2828.The geoid height was determined by GEOID03.
 FZ2828
 FZ2828;                    North         East    Units  Estimated Accuracy
 FZ2828;SPC VA S     - 1,075,390.    3,270,560.      MT  (+/- 180 meters Scaled)
 FZ2828
 FZ2828                          SUPERSEDED SURVEY CONTROL
 FZ2828
 FZ2828  NGVD 29 (03/21/06)  675.08   (m)         2214.8    (f) RESET       3  
 FZ2828
 FZ2828.Superseded values are not recommended for survey control.
 FZ2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2828.See file dsdata.txt to determine how the superseded data were derived.
 FZ2828
 FZ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA931931(NAD 83)
 FZ2828_MARKER: DB = BENCH MARK DISK
 FZ2828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ2828_SP_SET: BRIDGE
 FZ2828_STAMPING: C 429 RESET 1990
 FZ2828_MARK LOGO: NGS   
 FZ2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ2828
 FZ2828  HISTORY     - Date     Condition        Report By
 FZ2828  HISTORY     - 1990     MONUMENTED       VADHT
 FZ2828
 FZ2828                          STATION DESCRIPTION
 FZ2828
 FZ2828'DESCRIBED BY VA DEPT HWYS-TRANSP 1990
 FZ2828'0.4 MILES NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST OFFICE IN
 FZ2828'WYTHEVILLE, THENCE 0.1 MILE ALONG 11TH STREET, THENCE 0.45 MILE NORTH
 FZ2828'ALONG MONROE STREET TO THE JUNCTION OF STATE ROADS 603 AND 610,
 FZ2828'THENCE 2.8 MILES NORTHWEST ALONG STATE ROAD 603, 19 FEET SOUTH OF
 FZ2828'CENTER OF STATE ROAD 603 AND IN THE WEST END OF BRIDGE ERECTED IN
 FZ2828'1967 OVER COVE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1774 ***********************************************************************
 GW1774  DESIGNATION -  C 43 USGS
 GW1774  PID         -  GW1774
 GW1774  STATE/COUNTY-  VA/NELSON
 GW1774  USGS QUAD   -  GLADSTONE (1987)
 GW1774
 GW1774                         *CURRENT SURVEY CONTROL
 GW1774  ___________________________________________________________________
 GW1774* NAD 83(1986)-  37 36 33.     (N)    078 48 50.     (W)     SCALED    
 GW1774* NAVD 88     -       116.312  (meters)     381.60   (feet)  ADJUSTED  
 GW1774  ___________________________________________________________________
 GW1774  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW1774  DYNAMIC HT  -         116.229 (meters)     381.33  (feet)  COMP
 GW1774  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 GW1774
 GW1774  VERT ORDER  -  FIRST     CLASS II
 GW1774
 GW1774.The horizontal coordinates were scaled from a topographic map and have
 GW1774.an estimated accuracy of +/- 6 seconds.
 GW1774
 GW1774.The orthometric height was determined by differential leveling
 GW1774.and adjusted by the National Geodetic Survey in June 1991..
 GW1774
 GW1774.The geoid height was determined by GEOID03.
 GW1774
 GW1774.The dynamic height is computed by dividing the NAVD 88
 GW1774.geopotential number by the normal gravity value computed on the
 GW1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1774.degrees latitude (g = 980.6199 gals.).
 GW1774
 GW1774.The modeled gravity was interpolated from observed gravity values.
 GW1774
 GW1774;                    North         East    Units  Estimated Accuracy
 GW1774;SPC VA S     - 1,141,630.    3,472,290.      MT  (+/- 180 meters Scaled)
 GW1774
 GW1774                          SUPERSEDED SURVEY CONTROL
 GW1774
 GW1774  NGVD 29 (??/??/92)  116.563  (m)          382.42   (f) ADJ UNCH    1 2
 GW1774
 GW1774.Superseded values are not recommended for survey control.
 GW1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1774.See file dsdata.txt to determine how the superseded data were derived.
 GW1774
 GW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB929647(NAD 83)
 GW1774_MARKER: DD = SURVEY DISK
 GW1774_SETTING: 66 = SET IN ROCK OUTCROP
 GW1774_SP_SET: ROCK OUTCROP
 GW1774_STAMPING: 382.411 C 43 1926
 GW1774_MARK LOGO: USGS  
 GW1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1774+STABILITY: POSITION/ELEVATION WELL
 GW1774
 GW1774  HISTORY     - Date     Condition        Report By
 GW1774  HISTORY     - 1926     MONUMENTED       USGS
 GW1774  HISTORY     - 1934     GOOD             NGS
 GW1774  HISTORY     - 1983     GOOD             NGS
 GW1774
 GW1774                          STATION DESCRIPTION
 GW1774
 GW1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1774'0.8 MI S FROM BUFFALO STATION.
 GW1774'0.8 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW1774'STATION AT BUFFALO STATION, 225 FEET SOUTHEAST OF A SMALL CULVERT,
 GW1774'83 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AT THE
 GW1774'BASE OF A HILL AT THE EDGE OF TIMBER, AND IN THE TOP OF A ROCK
 GW1774'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 382.411
 GW1774'C 43 1926.
 GW1774
 GW1774                          STATION RECOVERY (1983)
 GW1774
 GW1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1454 ***********************************************************************
 GX1454  DESIGNATION -  C 430
 GX1454  PID         -  GX1454
 GX1454  STATE/COUNTY-  VA/BLAND
 GX1454  USGS QUAD   -  BIG BEND (1977)
 GX1454
 GX1454                         *CURRENT SURVEY CONTROL
 GX1454  ___________________________________________________________________
 GX1454* NAD 83(1986)-  37 04 44.     (N)    081 09 30.     (W)     SCALED    
 GX1454* NAVD 88     -       786.139  (meters)    2579.19   (feet)  ADJUSTED  
 GX1454  ___________________________________________________________________
 GX1454  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GX1454  DYNAMIC HT  -         785.418 (meters)    2576.83  (feet)  COMP
 GX1454  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 GX1454
 GX1454  VERT ORDER  -  FIRST     CLASS II
 GX1454
 GX1454.The horizontal coordinates were scaled from a topographic map and have
 GX1454.an estimated accuracy of +/- 6 seconds.
 GX1454
 GX1454.The orthometric height was determined by differential leveling
 GX1454.and adjusted by the National Geodetic Survey in June 1991..
 GX1454
 GX1454.The geoid height was determined by GEOID03.
 GX1454
 GX1454.The dynamic height is computed by dividing the NAVD 88
 GX1454.geopotential number by the normal gravity value computed on the
 GX1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1454.degrees latitude (g = 980.6199 gals.).
 GX1454
 GX1454.The modeled gravity was interpolated from observed gravity values.
 GX1454
 GX1454;                    North         East    Units  Estimated Accuracy
 GX1454;SPC VA S     - 1,086,070.    3,263,660.      MT  (+/- 180 meters Scaled)
 GX1454
 GX1454                          SUPERSEDED SURVEY CONTROL
 GX1454
 GX1454  NGVD 29 (??/??/92)  786.200  (m)         2579.39   (f) ADJ UNCH    1 2
 GX1454
 GX1454.Superseded values are not recommended for survey control.
 GX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1454.See file dsdata.txt to determine how the superseded data were derived.
 GX1454
 GX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB859036(NAD 83)
 GX1454_MARKER: DB = BENCH MARK DISK
 GX1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1454_STAMPING: C 430 1963
 GX1454_MARK LOGO: CGS   
 GX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1454+STABILITY: SURFACE MOTION
 GX1454
 GX1454  HISTORY     - Date     Condition        Report By
 GX1454  HISTORY     - 1963     MONUMENTED       CGS
 GX1454  HISTORY     - 1984     GOOD             NGS
 GX1454
 GX1454                          STATION DESCRIPTION
 GX1454
 GX1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1454'3 MI SW FROM BLAND.
 GX1454'ABOUT 0.15 MILE NORTH ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1454'IN BLAND, THENCE 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 21 AND
 GX1454'52, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 GX1454'GROUND, 21.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.7
 GX1454'FEET NORTH OF A FENCE LINE, 4.0 FEET NORTHEAST OF POWER LINE POLE
 GX1454'NO. 48974, 3.7 FEET NORTH OF A STANDARD METAL WITNESS SIGN AND
 GX1454'ABOUT LEVEL WITH THE HIGHWAY.
 GX1454
 GX1454                          STATION RECOVERY (1984)
 GX1454
 GX1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0634 ***********************************************************************
 FZ0634  DESIGNATION -  C 431
 FZ0634  PID         -  FZ0634
 FZ0634  STATE/COUNTY-  VA/CARROLL
 FZ0634  USGS QUAD   -  WOODLAWN (1985)
 FZ0634
 FZ0634                         *CURRENT SURVEY CONTROL
 FZ0634  ___________________________________________________________________
 FZ0634* NAD 83(1986)-  36 42 49.     (N)    080 50 00.     (W)     SCALED    
 FZ0634* NAVD 88     -       709.982  (meters)    2329.33   (feet)  ADJUSTED  
 FZ0634  ___________________________________________________________________
 FZ0634  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FZ0634  DYNAMIC HT  -         709.305 (meters)    2327.11  (feet)  COMP
 FZ0634  MODELED GRAV-     979,655.3   (mgal)                       NAVD 88
 FZ0634
 FZ0634  VERT ORDER  -  SECOND    CLASS 0
 FZ0634
 FZ0634.The horizontal coordinates were scaled from a topographic map and have
 FZ0634.an estimated accuracy of +/- 6 seconds.
 FZ0634
 FZ0634.The orthometric height was determined by differential leveling
 FZ0634.and adjusted by the National Geodetic Survey in June 1991..
 FZ0634
 FZ0634.The geoid height was determined by GEOID03.
 FZ0634
 FZ0634.The dynamic height is computed by dividing the NAVD 88
 FZ0634.geopotential number by the normal gravity value computed on the
 FZ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0634.degrees latitude (g = 980.6199 gals.).
 FZ0634
 FZ0634.The modeled gravity was interpolated from observed gravity values.
 FZ0634
 FZ0634;                    North         East    Units  Estimated Accuracy
 FZ0634;SPC VA S     - 1,044,780.    3,291,550.      MT  (+/- 180 meters Scaled)
 FZ0634
 FZ0634                          SUPERSEDED SURVEY CONTROL
 FZ0634
 FZ0634  NGVD 29 (??/??/92)  710.119  (m)         2329.78   (f) ADJ UNCH    2 0
 FZ0634
 FZ0634.Superseded values are not recommended for survey control.
 FZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0634.See file dsdata.txt to determine how the superseded data were derived.
 FZ0634
 FZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA148631(NAD 83)
 FZ0634_MARKER: DB = BENCH MARK DISK
 FZ0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0634_SP_SET: BRIDGE
 FZ0634_STAMPING: C 431 1963
 FZ0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0634
 FZ0634  HISTORY     - Date     Condition        Report By
 FZ0634  HISTORY     - 1963     MONUMENTED       CGS
 FZ0634  HISTORY     - 20060901 GOOD             GEOCAC
 FZ0634
 FZ0634                          STATION DESCRIPTION
 FZ0634
 FZ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0634'0.8 MI SW FROM WOODLAWN.
 FZ0634'0.4 MILE SOUTHWEST ALONG SECONDARY STATE ROAD 872 FROM THE POST
 FZ0634'OFFICE IN WOODLAWN TO THE JUNCTION OF U.S. HIGHWAY 58, THEN TURN
 FZ0634'WEST ALONG U.S. HIGHWAY 58 FOR 0.45 MILE.  THE MARK IS SET IN TOP
 FZ0634'OF THE SOUTH WINGWALL ON THE WEST END OF A CONCRETE BRIDGE OVER
 FZ0634'CROOKED CREEK, 14.3 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 FZ0634'HIGHWAY 58, 2.8 FEET EAST OF THE EAST END OF A GUARD RAIL AND
 FZ0634'ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 FZ0634
 FZ0634                          STATION RECOVERY (2006)
 FZ0634
 FZ0634'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 FZ0634'FOUND MARK IN GOOD SHAPE.  WITH WIDENING OF THE HIGWAY, TWO BRIDGES
 FZ0634'NOW EXIST.  THE BRIDGE THAT THE MARK IS INSTALLED IN IS FOR THE
 FZ0634'SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1563 ***********************************************************************
 GX1563  DESIGNATION -  C 432
 GX1563  PID         -  GX1563
 GX1563  STATE/COUNTY-  VA/TAZEWELL
 GX1563  USGS QUAD   -  TIPTOP (1976)
 GX1563
 GX1563                         *CURRENT SURVEY CONTROL
 GX1563  ___________________________________________________________________
 GX1563* NAD 83(1986)-  37 12 15.     (N)    081 22 52.     (W)     SCALED    
 GX1563* NAVD 88     -       798.721  (meters)    2620.47   (feet)  ADJUSTED  
 GX1563  ___________________________________________________________________
 GX1563  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GX1563  DYNAMIC HT  -         797.998 (meters)    2618.10  (feet)  COMP
 GX1563  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 GX1563
 GX1563  VERT ORDER  -  SECOND    CLASS 0
 GX1563
 GX1563.The horizontal coordinates were scaled from a topographic map and have
 GX1563.an estimated accuracy of +/- 6 seconds.
 GX1563
 GX1563.The orthometric height was determined by differential leveling
 GX1563.and adjusted by the National Geodetic Survey in June 1991..
 GX1563
 GX1563.The geoid height was determined by GEOID03.
 GX1563
 GX1563.The dynamic height is computed by dividing the NAVD 88
 GX1563.geopotential number by the normal gravity value computed on the
 GX1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1563.degrees latitude (g = 980.6199 gals.).
 GX1563
 GX1563.The modeled gravity was interpolated from observed gravity values.
 GX1563
 GX1563;                    North         East    Units  Estimated Accuracy
 GX1563;SPC VA S     - 1,100,540.    3,244,290.      MT  (+/- 180 meters Scaled)
 GX1563
 GX1563                          SUPERSEDED SURVEY CONTROL
 GX1563
 GX1563  NGVD 29 (??/??/92)  798.82   (m)         2620.8    (f) COMPUTED    2 0
 GX1563
 GX1563.Superseded values are not recommended for survey control.
 GX1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1563.See file dsdata.txt to determine how the superseded data were derived.
 GX1563
 GX1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB661175(NAD 83)
 GX1563_MARKER: DB = BENCH MARK DISK
 GX1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1563_STAMPING: C 432 1963
 GX1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1563+STABILITY: SURFACE MOTION
 GX1563
 GX1563  HISTORY     - Date     Condition        Report By
 GX1563  HISTORY     - 1963     MONUMENTED       CGS
 GX1563
 GX1563                          STATION DESCRIPTION
 GX1563
 GX1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1563'7.4 MI SW FROM BLUEFIELD.
 GX1563'ABOUT 7.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 19 AND 460 FROM
 GX1563'THE POST OFFICE IN BLUEFIELD.  THE MARK IS SET IN TOP OF A
 GX1563'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, 39.7 FEET
 GX1563'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF
 GX1563'POWER LINE POLE NO. 339-77, 4.3 FEET NORTHWEST OF A WIRE FENCE
 GX1563'CORNER, 3.2 FEET NORTHWEST OF A STANDARD METAL WITNESS SIGN, 7.6
 GX1563'FEET SOUTHWEST OF THE SOUTH CORNER OF A WHITE WOODEN GATE IN FRONT
 GX1563'OF A SMALL FRAME HOUSE WITH ASBESTOS SIDING AND ABOUT 3 FEET
 GX1563'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1564 ***********************************************************************
 GX1564  DESIGNATION -  C 432 RESET 1966
 GX1564  PID         -  GX1564
 GX1564  STATE/COUNTY-  VA/TAZEWELL
 GX1564  USGS QUAD   -  TIPTOP (1976)
 GX1564
 GX1564                         *CURRENT SURVEY CONTROL
 GX1564  ___________________________________________________________________
 GX1564* NAD 83(1986)-  37 12 15.     (N)    081 22 52.     (W)     SCALED    
 GX1564* NAVD 88     -       800.62   (meters)    2626.7    (feet)  RESET     
 GX1564  ___________________________________________________________________
 GX1564  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 GX1564
 GX1564  VERT ORDER  -  THIRD
 GX1564
 GX1564.The horizontal coordinates were scaled from a topographic map and have
 GX1564.an estimated accuracy of +/- 6 seconds.
 GX1564
 GX1564.The orthometric height was computed from unverified reset data.
 GX1564.No vertical observational check was made to the station.
 GX1564
 GX1564.The geoid height was determined by GEOID03.
 GX1564
 GX1564;                    North         East    Units  Estimated Accuracy
 GX1564;SPC VA S     - 1,100,540.    3,244,290.      MT  (+/- 180 meters Scaled)
 GX1564
 GX1564                          SUPERSEDED SURVEY CONTROL
 GX1564
 GX1564  NGVD 29 (??/??/??)  800.72   (m)         2627.0    (f) RESET       3  
 GX1564
 GX1564.Superseded values are not recommended for survey control.
 GX1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1564.See file dsdata.txt to determine how the superseded data were derived.
 GX1564
 GX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB661175(NAD 83)
 GX1564_MARKER: DB = BENCH MARK DISK
 GX1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1564_SP_SET: HIGHWAY CUT
 GX1564_STAMPING: C 432 RESET 1966
 GX1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1564
 GX1564  HISTORY     - Date     Condition        Report By
 GX1564  HISTORY     - 1966     MONUMENTED       CGS
 GX1564
 GX1564                          STATION DESCRIPTION
 GX1564
 GX1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX1564'7.6 MI SW FROM BLUEFIELD.
 GX1564'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 19-460 FROM THE BLUEFIELD
 GX1564'POST OFFICE, ON A TERRACE OF A HIGHWAY CUT, AT THE TOP OF THE
 GX1564'GRADE, 29 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 10 FEET
 GX1564'EAST OF TRANSMISSION POLE 231, AND 1.2 FEET SOUTH OF A METAL
 GX1564'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2099 ***********************************************************************
 GX2099  DESIGNATION -  C 433
 GX2099  PID         -  GX2099
 GX2099  STATE/COUNTY-  VA/BUCHANAN
 GX2099  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX2099
 GX2099                         *CURRENT SURVEY CONTROL
 GX2099  ___________________________________________________________________
 GX2099* NAD 83(1986)-  37 11 48.     (N)    081 57 40.     (W)     SCALED    
 GX2099* NAVD 88     -       460.465  (meters)    1510.71   (feet)  ADJUSTED  
 GX2099  ___________________________________________________________________
 GX2099  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX2099  DYNAMIC HT  -         460.075 (meters)    1509.43  (feet)  COMP
 GX2099  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GX2099
 GX2099  VERT ORDER  -  SECOND    CLASS 0
 GX2099
 GX2099.The horizontal coordinates were scaled from a topographic map and have
 GX2099.an estimated accuracy of +/- 6 seconds.
 GX2099
 GX2099.The orthometric height was determined by differential leveling
 GX2099.and adjusted by the National Geodetic Survey in June 1991..
 GX2099
 GX2099.The geoid height was determined by GEOID03.
 GX2099
 GX2099.The dynamic height is computed by dividing the NAVD 88
 GX2099.geopotential number by the normal gravity value computed on the
 GX2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2099.degrees latitude (g = 980.6199 gals.).
 GX2099
 GX2099.The modeled gravity was interpolated from observed gravity values.
 GX2099
 GX2099;                    North         East    Units  Estimated Accuracy
 GX2099;SPC VA S     - 1,101,440.    3,192,800.      MT  (+/- 180 meters Scaled)
 GX2099
 GX2099                          SUPERSEDED SURVEY CONTROL
 GX2099
 GX2099  NGVD 29 (??/??/92)  460.634  (m)         1511.26   (f) ADJ UNCH    2 0
 GX2099
 GX2099.Superseded values are not recommended for survey control.
 GX2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2099.See file dsdata.txt to determine how the superseded data were derived.
 GX2099
 GX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB147171(NAD 83)
 GX2099_MARKER: DB = BENCH MARK DISK
 GX2099_SETTING: 66 = SET IN ROCK OUTCROP
 GX2099_SP_SET: ROCK CUT
 GX2099_STAMPING: C 433 1963
 GX2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2099+STABILITY: POSITION/ELEVATION WELL
 GX2099
 GX2099  HISTORY     - Date     Condition        Report By
 GX2099  HISTORY     - 1963     MONUMENTED       CGS
 GX2099
 GX2099                          STATION DESCRIPTION
 GX2099
 GX2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX2099'0.5 MI NW FROM MARVIN.
 GX2099'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 460 AND COUNTY RD. 680
 GX2099'AT MARVIN TO THE MARK SET IN THE TOP OF THE FIRST STRATA OF ROCK
 GX2099'IN A LARGE ROCK CUT, 158.5 FEET WEST OF A BOX CULVERT, 138.4 FEET
 GX2099'WEST OF THE EAST END OF CUT, 21.1 FEET NORTH OF THE CENTERLINE OF
 GX2099'THE HIGHWAY, 4.0 FEET BELOW A TRIANGLE CUT IN THE FACE OF THE CUT
 GX2099'AND IS ABOUT 4.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0361 ***********************************************************************
 GA0361  DESIGNATION -  C 434
 GA0361  PID         -  GA0361
 GA0361  STATE/COUNTY-  VA/RUSSELL
 GA0361  USGS QUAD   -  HANSONVILLE (1978)
 GA0361
 GA0361                         *CURRENT SURVEY CONTROL
 GA0361  ___________________________________________________________________
 GA0361* NAD 83(1986)-  36 50 51.     (N)    082 07 36.     (W)     SCALED    
 GA0361* NAVD 88     -       716.438  (meters)    2350.51   (feet)  ADJUSTED  
 GA0361  ___________________________________________________________________
 GA0361  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA0361  DYNAMIC HT  -         715.782 (meters)    2348.36  (feet)  COMP
 GA0361  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 GA0361
 GA0361  VERT ORDER  -  SECOND    CLASS 0
 GA0361
 GA0361.The horizontal coordinates were scaled from a topographic map and have
 GA0361.an estimated accuracy of +/- 6 seconds.
 GA0361
 GA0361.The orthometric height was determined by differential leveling
 GA0361.and adjusted by the National Geodetic Survey in June 1991..
 GA0361
 GA0361.The geoid height was determined by GEOID03.
 GA0361
 GA0361.The dynamic height is computed by dividing the NAVD 88
 GA0361.geopotential number by the normal gravity value computed on the
 GA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0361.degrees latitude (g = 980.6199 gals.).
 GA0361
 GA0361.The modeled gravity was interpolated from observed gravity values.
 GA0361
 GA0361;                    North         East    Units  Estimated Accuracy
 GA0361;SPC VA S     - 1,063,270.    3,176,630.      MT  (+/- 180 meters Scaled)
 GA0361
 GA0361                          SUPERSEDED SURVEY CONTROL
 GA0361
 GA0361  NGVD 29 (??/??/92)  716.543  (m)         2350.86   (f) ADJ UNCH    2 0
 GA0361
 GA0361.Superseded values are not recommended for survey control.
 GA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0361.See file dsdata.txt to determine how the superseded data were derived.
 GA0361
 GA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA995785(NAD 83)
 GA0361_MARKER: DB = BENCH MARK DISK
 GA0361_SETTING: 66 = SET IN ROCK OUTCROP
 GA0361_SP_SET: OUTCROP OF BEDROCK
 GA0361_STAMPING: C 434 1963
 GA0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0361+STABILITY: POSITION/ELEVATION WELL
 GA0361
 GA0361  HISTORY     - Date     Condition        Report By
 GA0361  HISTORY     - 1963     MONUMENTED       CGS
 GA0361
 GA0361                          STATION DESCRIPTION
 GA0361
 GA0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0361'2.3 MI NE FROM HANSONVILLE.
 GA0361'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 GA0361'U.S. HIGHWAYS 19 AND 58 AT HANSONVILLE TO THE MARK SET IN THE
 GA0361'TOP OF A LARGE OUTCROP OF BEDROCK IN THE NORTHEAST CORNER OF A
 GA0361'LAWN, 47.5 FEET NORTH OF NORTHEAST CORNER OF A BLOCK HOUSE, 70.2
 GA0361'FEET NORTHEAST OF APPROXIMATE CENTER OF DRIVEWAY, 22.2 FEET
 GA0361'SOUTHEAST OF CENTERLINE OF HIGHWAY, AND IS ABOUT 3.5 FEET ABOVE
 GA0361'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1449 ***********************************************************************
 GA1449  DESIGNATION -  C 435
 GA1449  PID         -  GA1449
 GA1449  STATE/COUNTY-  VA/LEE
 GA1449  USGS QUAD   -  KEOKEE (1978)
 GA1449
 GA1449                         *CURRENT SURVEY CONTROL
 GA1449  ___________________________________________________________________
 GA1449* NAD 83(1986)-  36 46 38.     (N)    082 53 46.     (W)     SCALED    
 GA1449* NAVD 88     -       445.946  (meters)    1463.07   (feet)  ADJUSTED  
 GA1449  ___________________________________________________________________
 GA1449  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA1449  DYNAMIC HT  -         445.556 (meters)    1461.80  (feet)  COMP
 GA1449  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 GA1449
 GA1449  VERT ORDER  -  SECOND    CLASS 0
 GA1449
 GA1449.The horizontal coordinates were scaled from a topographic map and have
 GA1449.an estimated accuracy of +/- 6 seconds.
 GA1449
 GA1449.The orthometric height was determined by differential leveling
 GA1449.and adjusted by the National Geodetic Survey in June 1991..
 GA1449
 GA1449.The geoid height was determined by GEOID03.
 GA1449
 GA1449.The dynamic height is computed by dividing the NAVD 88
 GA1449.geopotential number by the normal gravity value computed on the
 GA1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1449.degrees latitude (g = 980.6199 gals.).
 GA1449
 GA1449.The modeled gravity was interpolated from observed gravity values.
 GA1449
 GA1449;                    North         East    Units  Estimated Accuracy
 GA1449;SPC VA S     - 1,058,400.    3,107,700.      MT  (+/- 180 meters Scaled)
 GA1449
 GA1449                          SUPERSEDED SURVEY CONTROL
 GA1449
 GA1449  NGVD 29 (??/??/92)  446.09   (m)         1463.5    (f) COMPUTED    2 0
 GA1449
 GA1449.Superseded values are not recommended for survey control.
 GA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1449.See file dsdata.txt to determine how the superseded data were derived.
 GA1449
 GA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA307718(NAD 83)
 GA1449_MARKER: DB = BENCH MARK DISK
 GA1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1449_SP_SET: CULVERT
 GA1449_STAMPING: C 435 1963
 GA1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1449
 GA1449  HISTORY     - Date     Condition        Report By
 GA1449  HISTORY     - 1963     MONUMENTED       CGS
 GA1449
 GA1449                          STATION DESCRIPTION
 GA1449
 GA1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1449'2.8 MI E FROM DRYDEN.
 GA1449'ABOUT 2.8 MILES EAST ALONG U.S. ALTERNATE 58 FROM THE POST OFFICE
 GA1449'AT DRYDEN TO THE MARK SET IN THE TOP OF THE WEST END OF NORTH
 GA1449'HEADWALL OF A CONCRETE CULVERT, 19.9 FEET NORTH OF CENTERLINE
 GA1449'OF HIGHWAY, 1.0 FOOT EAST OF WEST END OF HEADWALL, AND IS ABOUT
 GA1449'2.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1430 ***********************************************************************
 GW1430  DESIGNATION -  C 436
 GW1430  PID         -  GW1430
 GW1430  STATE/COUNTY-  VA/FRANKLIN
 GW1430  USGS QUAD   -  BOONES MILL (1978)
 GW1430
 GW1430                         *CURRENT SURVEY CONTROL
 GW1430  ___________________________________________________________________
 GW1430* NAD 83(1986)-  37 02 16.     (N)    079 52 31.     (W)     SCALED    
 GW1430* NAVD 88     -       333.216  (meters)    1093.23   (feet)  ADJUSTED  
 GW1430  ___________________________________________________________________
 GW1430  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW1430  DYNAMIC HT  -         332.938 (meters)    1092.31  (feet)  COMP
 GW1430  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 GW1430
 GW1430  VERT ORDER  -  FIRST     CLASS II
 GW1430
 GW1430.The horizontal coordinates were scaled from a topographic map and have
 GW1430.an estimated accuracy of +/- 6 seconds.
 GW1430
 GW1430.The orthometric height was determined by differential leveling
 GW1430.and adjusted by the National Geodetic Survey in June 1991..
 GW1430
 GW1430.The geoid height was determined by GEOID03.
 GW1430
 GW1430.The dynamic height is computed by dividing the NAVD 88
 GW1430.geopotential number by the normal gravity value computed on the
 GW1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1430.degrees latitude (g = 980.6199 gals.).
 GW1430
 GW1430.The modeled gravity was interpolated from observed gravity values.
 GW1430
 GW1430;                    North         East    Units  Estimated Accuracy
 GW1430;SPC VA S     - 1,079,070.    3,377,650.      MT  (+/- 180 meters Scaled)
 GW1430
 GW1430                          SUPERSEDED SURVEY CONTROL
 GW1430
 GW1430  NGVD 29 (??/??/92)  333.405  (m)         1093.85   (f) ADJ UNCH    1 2
 GW1430
 GW1430.Superseded values are not recommended for survey control.
 GW1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1430.See file dsdata.txt to determine how the superseded data were derived.
 GW1430
 GW1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA000996(NAD 83)
 GW1430_MARKER: DB = BENCH MARK DISK
 GW1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1430_STAMPING: C 436 1964
 GW1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1430+STABILITY: SURFACE MOTION
 GW1430
 GW1430  HISTORY     - Date     Condition        Report By
 GW1430  HISTORY     - 1964     MONUMENTED       CGS
 GW1430
 GW1430                          STATION DESCRIPTION
 GW1430
 GW1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1430'3.6 MI N FROM ROCKY MOUNT.
 GW1430'ABOUT 3.6 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 GW1430'IN ROCKY MOUNT TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GW1430'ACROSS THE HIGHWAY FROM WEAVERS PURE OIL STATION AND RESTAURANT,
 GW1430'99.0 FEET EAST OF CENTERLINE OF HIGHWAY, 32.5 FEET SOUTHWEST OF
 GW1430'NORTHWEST END OF A LARGE BILL BOARD ADVERTISING HOTEL PATRICK
 GW1430'HENRY, 2.5 FEET SOUTHWEST OF A POWER-LINE-POLE, 1.5 FEET SOUTHWEST
 GW1430'OF A METAL WITNESS SIGN AND IS ABOUT 1.0 FEET BELOW THE LEVEL OF
 GW1430'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0785 ***********************************************************************
 FY0785  DESIGNATION -  C 437
 FY0785  PID         -  FY0785
 FY0785  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0785  USGS QUAD   -  DANVILLE (1984)
 FY0785
 FY0785                         *CURRENT SURVEY CONTROL
 FY0785  ___________________________________________________________________
 FY0785* NAD 83(1986)-  36 35 39.     (N)    079 29 46.     (W)     SCALED    
 FY0785* NAVD 88     -       166.882  (meters)     547.51   (feet)  ADJUSTED  
 FY0785  ___________________________________________________________________
 FY0785  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 FY0785  DYNAMIC HT  -         166.743 (meters)     547.06  (feet)  COMP
 FY0785  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 FY0785
 FY0785  VERT ORDER  -  SECOND    CLASS 0
 FY0785
 FY0785.The horizontal coordinates were scaled from a topographic map and have
 FY0785.an estimated accuracy of +/- 6 seconds.
 FY0785
 FY0785.The orthometric height was determined by differential leveling
 FY0785.and adjusted by the National Geodetic Survey in June 1991..
 FY0785
 FY0785.The geoid height was determined by GEOID03.
 FY0785
 FY0785.The dynamic height is computed by dividing the NAVD 88
 FY0785.geopotential number by the normal gravity value computed on the
 FY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0785.degrees latitude (g = 980.6199 gals.).
 FY0785
 FY0785.The modeled gravity was interpolated from observed gravity values.
 FY0785
 FY0785;                    North         East    Units  Estimated Accuracy
 FY0785;SPC VA S     - 1,029,420.    3,410,860.      MT  (+/- 180 meters Scaled)
 FY0785
 FY0785                          SUPERSEDED SURVEY CONTROL
 FY0785
 FY0785  NGVD 29 (??/??/92)  167.117  (m)          548.28   (f) ADJ UNCH    2 0
 FY0785
 FY0785.Superseded values are not recommended for survey control.
 FY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0785.See file dsdata.txt to determine how the superseded data were derived.
 FY0785
 FY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA345509(NAD 83)
 FY0785_MARKER: DB = BENCH MARK DISK
 FY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0785_STAMPING: C 437 1964
 FY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0785+STABILITY: SURFACE MOTION
 FY0785
 FY0785  HISTORY     - Date     Condition        Report By
 FY0785  HISTORY     - 1964     MONUMENTED       CGS
 FY0785
 FY0785                          STATION DESCRIPTION
 FY0785
 FY0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0785'4 MI W FROM DANVILLE.
 FY0785'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE VIADUCT AT
 FY0785'THE JUNCTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY ALTERNATE 29 AT
 FY0785'THE WEST EDGE OF DANVILLE TO THE MARK SET IN THE TOP OF A CONCRETE
 FY0785'POST PROJECTING 3 INCHES, 164 FEET SOUTHWEST OF CENTERLINE OF
 FY0785'HIGHWAY, 105 FEET SOUTHEAST OF SOUTHEAST CORNER OF WESTOVER
 FY0785'PENTECOSTAL HOLINESS CHURCH, 19 FEET WEST APPROXIMATE CENTER OF
 FY0785'COUNTY ROAD 870, 2 FEET WEST OF POWER LINE POLE 17-1, 1 FOOT
 FY0785'SOUTHEAST OF A METAL WITNESS POST, AND IS ABOUT LEVEL WITH THE
 FY0785'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0821 ***********************************************************************
 FY0821  DESIGNATION -  C 438
 FY0821  PID         -  FY0821
 FY0821  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0821  USGS QUAD   -  CHATHAM (1994)
 FY0821
 FY0821                         *CURRENT SURVEY CONTROL
 FY0821  ___________________________________________________________________
 FY0821* NAD 83(1986)-  36 45 26.     (N)    079 23 20.     (W)     SCALED    
 FY0821* NAVD 88     -       218.811  (meters)     717.88   (feet)  ADJUSTED  
 FY0821  ___________________________________________________________________
 FY0821  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY0821  DYNAMIC HT  -         218.633 (meters)     717.30  (feet)  COMP
 FY0821  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 FY0821
 FY0821  VERT ORDER  -  SECOND    CLASS 0
 FY0821
 FY0821.The horizontal coordinates were scaled from a topographic map and have
 FY0821.an estimated accuracy of +/- 6 seconds.
 FY0821
 FY0821.The orthometric height was determined by differential leveling
 FY0821.and adjusted by the National Geodetic Survey in June 1991..
 FY0821
 FY0821.The geoid height was determined by GEOID03.
 FY0821
 FY0821.The dynamic height is computed by dividing the NAVD 88
 FY0821.geopotential number by the normal gravity value computed on the
 FY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0821.degrees latitude (g = 980.6199 gals.).
 FY0821
 FY0821.The modeled gravity was interpolated from observed gravity values.
 FY0821
 FY0821;                    North         East    Units  Estimated Accuracy
 FY0821;SPC VA S     - 1,047,420.    3,420,630.      MT  (+/- 180 meters Scaled)
 FY0821
 FY0821                          SUPERSEDED SURVEY CONTROL
 FY0821
 FY0821  NGVD 29 (??/??/92)  219.042  (m)          718.64   (f) ADJ UNCH    2 0
 FY0821
 FY0821.Superseded values are not recommended for survey control.
 FY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0821.See file dsdata.txt to determine how the superseded data were derived.
 FY0821
 FY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA438691(NAD 83)
 FY0821_MARKER: DB = BENCH MARK DISK
 FY0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0821_STAMPING: C 438 1964
 FY0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0821+STABILITY: SURFACE MOTION
 FY0821
 FY0821  HISTORY     - Date     Condition        Report By
 FY0821  HISTORY     - 1964     MONUMENTED       CGS
 FY0821
 FY0821                          STATION DESCRIPTION
 FY0821
 FY0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0821'3.4 MI S FROM CHATHAM.
 FY0821'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0821'OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS AT THE SOUTH
 FY0821'EDGE OF CHATHAM TO THE MARK SET IN THE TOP OF A CONCRETE POST
 FY0821'PROJECTING 3 INCHES ACROSS ROAD FROM THE OAKLAND METHODIST
 FY0821'CHURCH, 95 FEET SOUTHEAST OF APPROXIMATE CENTER OF STATE HIGHWAY
 FY0821'718, 43.5 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET SOUTH OF
 FY0821'TELEPHONE POLE 255, 2 FEET SOUTHEAST OF A METAL WITNESS SIGN
 FY0821'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0822 ***********************************************************************
 FY0822  DESIGNATION -  C 438 RESET 1967
 FY0822  PID         -  FY0822
 FY0822  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0822  USGS QUAD   -  CHATHAM (1994)
 FY0822
 FY0822                         *CURRENT SURVEY CONTROL
 FY0822  ___________________________________________________________________
 FY0822* NAD 83(1986)-  36 45 28.     (N)    079 23 20.     (W)     SCALED    
 FY0822* NAVD 88     -       217.849  (meters)     714.73   (feet)  ADJUSTED  
 FY0822  ___________________________________________________________________
 FY0822  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY0822  DYNAMIC HT  -         217.672 (meters)     714.15  (feet)  COMP
 FY0822  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 FY0822
 FY0822  VERT ORDER  -  FIRST     CLASS II
 FY0822
 FY0822.The horizontal coordinates were scaled from a topographic map and have
 FY0822.an estimated accuracy of +/- 6 seconds.
 FY0822
 FY0822.The orthometric height was determined by differential leveling
 FY0822.and adjusted by the National Geodetic Survey in June 1991..
 FY0822
 FY0822.The geoid height was determined by GEOID03.
 FY0822
 FY0822.The dynamic height is computed by dividing the NAVD 88
 FY0822.geopotential number by the normal gravity value computed on the
 FY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0822.degrees latitude (g = 980.6199 gals.).
 FY0822
 FY0822.The modeled gravity was interpolated from observed gravity values.
 FY0822
 FY0822;                    North         East    Units  Estimated Accuracy
 FY0822;SPC VA S     - 1,047,480.    3,420,630.      MT  (+/- 180 meters Scaled)
 FY0822
 FY0822                          SUPERSEDED SURVEY CONTROL
 FY0822
 FY0822  NGVD 29 (??/??/??)  218.11   (m)          715.6    (f) RESET       3  
 FY0822
 FY0822.Superseded values are not recommended for survey control.
 FY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0822.See file dsdata.txt to determine how the superseded data were derived.
 FY0822
 FY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA438692(NAD 83)
 FY0822_MARKER: DB = BENCH MARK DISK
 FY0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0822_STAMPING: C 438 RESET 1967
 FY0822_MARK LOGO: CGS   
 FY0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0822+STABILITY: SURFACE MOTION
 FY0822
 FY0822  HISTORY     - Date     Condition        Report By
 FY0822  HISTORY     - 1967     MONUMENTED       VADH
 FY0822  HISTORY     - 1983     GOOD             NGS
 FY0822
 FY0822                          STATION DESCRIPTION
 FY0822
 FY0822'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 FY0822'3.4 MI S FROM CHATHAM.
 FY0822'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 29 AND U.S. HIGHWAY
 FY0822'ALTERNATE 29 (BY-PASS) AT THE SOUTH EDGE OF CHATHAM, 40 FEET EAST
 FY0822'OF THE CENTERLINE OF U.S. HIGHWAY 29, 165 FEET NORTH OF THE
 FY0822'CENTERLINE OF THE INTERSECTION OF U.S. HIGHWAY 29 AND STATE
 FY0822'ROUTE 718, 39 FEET SOUTH OF A POLE, 14 FEET SOUTH OF POLE 1846
 FY0822'AND SET IN THE TOP OF A CONCRETE POST.
 FY0822
 FY0822                          STATION RECOVERY (1983)
 FY0822
 FY0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1460 ***********************************************************************
 GW1460  DESIGNATION -  C 439
 GW1460  PID         -  GW1460
 GW1460  STATE/COUNTY-  VA/BEDFORD
 GW1460  USGS QUAD   -  IRVING (1985)
 GW1460
 GW1460                         *CURRENT SURVEY CONTROL
 GW1460  ___________________________________________________________________
 GW1460* NAD 83(1986)-  37 22 14.     (N)    079 41 55.     (W)     SCALED    
 GW1460* NAVD 88     -       275.741  (meters)     904.66   (feet)  POSTED    
 GW1460  ___________________________________________________________________
 GW1460  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW1460  DYNAMIC HT  -         275.520 (meters)     903.94  (feet)  COMP
 GW1460  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GW1460
 GW1460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1460
 GW1460.The horizontal coordinates were scaled from a topographic map and have
 GW1460.an estimated accuracy of +/- 6 seconds.
 GW1460
 GW1460.The orthometric height was determined by differential leveling
 GW1460.and adjusted by the National Geodetic Survey in 1992..
 GW1460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1460.rate of 0.0 thru 1.0 mm/km.
 GW1460
 GW1460.The geoid height was determined by GEOID03.
 GW1460
 GW1460.The dynamic height is computed by dividing the NAVD 88
 GW1460.geopotential number by the normal gravity value computed on the
 GW1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1460.degrees latitude (g = 980.6199 gals.).
 GW1460
 GW1460.The modeled gravity was interpolated from observed gravity values.
 GW1460
 GW1460;                    North         East    Units  Estimated Accuracy
 GW1460;SPC VA S     - 1,115,780.    3,393,840.      MT  (+/- 180 meters Scaled)
 GW1460
 GW1460                          SUPERSEDED SURVEY CONTROL
 GW1460
 GW1460  NGVD 29 (??/??/92)  275.946  (m)          905.33   (f) ADJ UNCH    2 0
 GW1460
 GW1460.Superseded values are not recommended for survey control.
 GW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1460.See file dsdata.txt to determine how the superseded data were derived.
 GW1460
 GW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB152367(NAD 83)
 GW1460_MARKER: DB = BENCH MARK DISK
 GW1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1460_SP_SET: BRIDGE
 GW1460_STAMPING: C 439 1964
 GW1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1460
 GW1460  HISTORY     - Date     Condition        Report By
 GW1460  HISTORY     - 1964     MONUMENTED       CGS
 GW1460
 GW1460                          STATION DESCRIPTION
 GW1460
 GW1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1460'2.2 MI E FROM MONTVALE.
 GW1460'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE MONTVALE
 GW1460'SCHOOL TO THE MARK SET IN THE TOP OF SOUTHEAST WINGWALL OF A
 GW1460'BRIDGE OVER GOOSE CREEK ON EAST BOUND LANES, 17 FEET SOUTH OF
 GW1460'CENTERLINE OF EAST BOUND LANES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0578 ***********************************************************************
 GW0578  DESIGNATION -  C 44
 GW0578  PID         -  GW0578
 GW0578  STATE/COUNTY-  VA/NELSON
 GW0578  USGS QUAD   -  GLADSTONE (1987)
 GW0578
 GW0578                         *CURRENT SURVEY CONTROL
 GW0578  ___________________________________________________________________
 GW0578* NAD 83(1986)-  37 34 22.     (N)    078 49 16.     (W)     SCALED    
 GW0578* NAVD 88     -       120.388  (meters)     394.97   (feet)  ADJUSTED  
 GW0578  ___________________________________________________________________
 GW0578  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW0578  DYNAMIC HT  -         120.301 (meters)     394.69  (feet)  COMP
 GW0578  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 GW0578
 GW0578  VERT ORDER  -  FIRST     CLASS II
 GW0578
 GW0578.The horizontal coordinates were scaled from a topographic map and have
 GW0578.an estimated accuracy of +/- 6 seconds.
 GW0578
 GW0578.The orthometric height was determined by differential leveling
 GW0578.and adjusted by the National Geodetic Survey in June 1991..
 GW0578
 GW0578.The geoid height was determined by GEOID03.
 GW0578
 GW0578.The dynamic height is computed by dividing the NAVD 88
 GW0578.geopotential number by the normal gravity value computed on the
 GW0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0578.degrees latitude (g = 980.6199 gals.).
 GW0578
 GW0578.The modeled gravity was interpolated from observed gravity values.
 GW0578
 GW0578;                    North         East    Units  Estimated Accuracy
 GW0578;SPC VA S     - 1,137,600.    3,471,640.      MT  (+/- 180 meters Scaled)
 GW0578
 GW0578                          SUPERSEDED SURVEY CONTROL
 GW0578
 GW0578  NGVD 29 (??/??/92)  120.636  (m)          395.79   (f) ADJ UNCH    1 2
 GW0578
 GW0578.Superseded values are not recommended for survey control.
 GW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0578.See file dsdata.txt to determine how the superseded data were derived.
 GW0578
 GW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB924606(NAD 83)
 GW0578_MARKER: DD = SURVEY DISK
 GW0578_SETTING: 66 = SET IN ROCK OUTCROP
 GW0578_SP_SET: ROCK LEDGE
 GW0578_STAMPING: 395.773 C 44 1926
 GW0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0578+STABILITY: POSITION/ELEVATION WELL
 GW0578
 GW0578  HISTORY     - Date     Condition        Report By
 GW0578  HISTORY     - 1926     MONUMENTED       USGS
 GW0578  HISTORY     - 1935     GOOD             NGS
 GW0578
 GW0578                          STATION DESCRIPTION
 GW0578
 GW0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0578'1.1 MI S FROM GREENWAY.
 GW0578'1.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0578'STATION AT GREENWAY, 550 FEET SOUTH OF MILEPOST 115, AT THE SOUTH
 GW0578'END OF A ROCK CUT, 17 FEET WEST OF THE WEST RAIL, IN THE SOUTHEAST
 GW0578'SLOPE OF A ROCK LEDGE, AND LEVEL WITH THE TOP OF THE RAIL.  A
 GW0578'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 395.773 C 44 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0283 ***********************************************************************
 JW0283  DESIGNATION -  C 44
 JW0283  PID         -  JW0283
 JW0283  STATE/COUNTY-  VA/FREDERICK
 JW0283  USGS QUAD   -  GORE (1987)
 JW0283
 JW0283                         *CURRENT SURVEY CONTROL
 JW0283  ___________________________________________________________________
 JW0283* NAD 83(1986)-  39 15 44.     (N)    078 19 52.     (W)     SCALED    
 JW0283* NAVD 88     -       215.473  (meters)     706.93   (feet)  ADJUSTED  
 JW0283  ___________________________________________________________________
 JW0283  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JW0283  DYNAMIC HT  -         215.338 (meters)     706.49  (feet)  COMP
 JW0283  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JW0283
 JW0283  VERT ORDER  -  SECOND    CLASS 0
 JW0283
 JW0283.The horizontal coordinates were scaled from a topographic map and have
 JW0283.an estimated accuracy of +/- 6 seconds.
 JW0283
 JW0283.The orthometric height was determined by differential leveling
 JW0283.and adjusted by the National Geodetic Survey in June 1991..
 JW0283
 JW0283.The geoid height was determined by GEOID03.
 JW0283
 JW0283.The dynamic height is computed by dividing the NAVD 88
 JW0283.geopotential number by the normal gravity value computed on the
 JW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0283.degrees latitude (g = 980.6199 gals.).
 JW0283
 JW0283.The modeled gravity was interpolated from observed gravity values.
 JW0283
 JW0283;                    North         East    Units  Estimated Accuracy
 JW0283;SPC VA N     - 2,177,130.    3,514,580.      MT  (+/- 180 meters Scaled)
 JW0283
 JW0283                          SUPERSEDED SURVEY CONTROL
 JW0283
 JW0283  NGVD 29 (??/??/92)  215.630  (m)          707.45   (f) ADJ UNCH    2 0
 JW0283
 JW0283.Superseded values are not recommended for survey control.
 JW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0283.See file dsdata.txt to determine how the superseded data were derived.
 JW0283
 JW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD302492(NAD 83)
 JW0283_MARKER: DB = BENCH MARK DISK
 JW0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0283_SP_SET: BRIDGE
 JW0283_STAMPING: C 44 1934
 JW0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0283
 JW0283  HISTORY     - Date     Condition        Report By
 JW0283  HISTORY     - 1934     MONUMENTED       CGS
 JW0283  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0283  HISTORY     - 20050626 GOOD             GEOCAC
 JW0283
 JW0283                          STATION DESCRIPTION
 JW0283
 JW0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0283'AT GORE.
 JW0283'AT GORE, FREDERICK COUNTY, ABOUT 110 YARDS WEST OF THE WINCHESTER
 JW0283'AND WESTERN RAILROAD STATION, ABOUT 6 YARDS WEST OF A SWITCH TO A
 JW0283'SIDE TRACK LEADING NORTHEAST, IN THE TOP OF THE SOUTH END OF THE
 JW0283'EAST ABUTMENT OF A TRESTLE, ABOUT 3 YARDS SOUTH OF THE CENTER LINE
 JW0283'OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JW0283'STAMPED C 44 1934.
 JW0283
 JW0283                          STATION RECOVERY (1998)
 JW0283
 JW0283'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0283'MARK NOT FOUND.
 JW0283
 JW0283                          STATION RECOVERY (2005)
 JW0283
 JW0283'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0335 ***********************************************************************
 GX0335  DESIGNATION -  C 440
 GX0335  PID         -  GX0335
 GX0335  STATE/COUNTY-  VA/MONTGOMERY
 GX0335  USGS QUAD   -  BLACKSBURG (1983)
 GX0335
 GX0335                         *CURRENT SURVEY CONTROL
 GX0335  ___________________________________________________________________
 GX0335* NAD 83(1986)-  37 11 01.     (N)    080 24 36.     (W)     SCALED    
 GX0335* NAVD 88     -       651.604  (meters)    2137.80   (feet)  ADJUSTED  
 GX0335  ___________________________________________________________________
 GX0335  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX0335  DYNAMIC HT  -         651.025 (meters)    2135.90  (feet)  COMP
 GX0335  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 GX0335
 GX0335  VERT ORDER  -  SECOND    CLASS 0
 GX0335
 GX0335.The horizontal coordinates were scaled from a topographic map and have
 GX0335.an estimated accuracy of +/- 6 seconds.
 GX0335
 GX0335.The orthometric height was determined by differential leveling
 GX0335.and adjusted by the National Geodetic Survey in June 1991..
 GX0335
 GX0335.The geoid height was determined by GEOID03.
 GX0335
 GX0335.The dynamic height is computed by dividing the NAVD 88
 GX0335.geopotential number by the normal gravity value computed on the
 GX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0335.degrees latitude (g = 980.6199 gals.).
 GX0335
 GX0335.The modeled gravity was interpolated from observed gravity values.
 GX0335
 GX0335;                    North         East    Units  Estimated Accuracy
 GX0335;SPC VA S     - 1,096,080.    3,330,420.      MT  (+/- 180 meters Scaled)
 GX0335
 GX0335                          SUPERSEDED SURVEY CONTROL
 GX0335
 GX0335  NGVD 29 (??/??/92)  651.717  (m)         2138.17   (f) ADJ UNCH    2 0
 GX0335
 GX0335.Superseded values are not recommended for survey control.
 GX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0335.See file dsdata.txt to determine how the superseded data were derived.
 GX0335
 GX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB523154(NAD 83)
 GX0335_MARKER: DB = BENCH MARK DISK
 GX0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0335_STAMPING: C 440 1964
 GX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0335+STABILITY: SURFACE MOTION
 GX0335
 GX0335  HISTORY     - Date     Condition        Report By
 GX0335  HISTORY     - 1964     MONUMENTED       CGS
 GX0335
 GX0335                          STATION DESCRIPTION
 GX0335
 GX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0335'3.3 MI SE FROM BLACKSBURG.
 GX0335'3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0335'IN BLACKSBURG TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GX0335'PROJECTING 3 INCHES, 3.8 MILES NORTHWEST OF CHRISTIANSBURG, 48.6
 GX0335'FEET NORTHWEST OF CENTERLINE OF EAST BOUND LANE OF HIGHWAY, 16.0
 GX0335'FEET SOUTH OF A BLACK TOP ROAD, 1.7 FEET SOUTH OF A POWER LINE
 GX0335'POLE 36322, 2.0 FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT
 GX0335'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0608 ***********************************************************************
 GX0608  CBN         -  This is a Cooperative Base Network Control Station.
 GX0608  DESIGNATION -  C 441
 GX0608  PID         -  GX0608
 GX0608  STATE/COUNTY-  VA/GILES
 GX0608  USGS QUAD   -  PEARISBURG (1985)
 GX0608
 GX0608                         *CURRENT SURVEY CONTROL
 GX0608  ___________________________________________________________________
 GX0608* NAD 83(1993)-  37 19 59.42723(N)    080 41 27.13033(W)     ADJUSTED  
 GX0608* NAVD 88     -       575.210  (meters)    1887.17   (feet)  ADJUSTED  
 GX0608  ___________________________________________________________________
 GX0608  X           -     821,436.856 (meters)                     COMP
 GX0608  Y           -  -5,011,208.429 (meters)                     COMP
 GX0608  Z           -   3,847,188.361 (meters)                     COMP
 GX0608  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 GX0608  ELLIP HEIGHT-         543.78  (meters)          (07/14/04) GPS OBS
 GX0608  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GX0608  DYNAMIC HT  -         574.714 (meters)    1885.54  (feet)  COMP
 GX0608  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 GX0608
 GX0608  HORZ ORDER  -  A
 GX0608  VERT ORDER  -  SECOND    CLASS 0
 GX0608  ELLP ORDER  -  THIRD     CLASS II
 GX0608
 GX0608.The horizontal coordinates were established by GPS observations
 GX0608.and adjusted by the National Geodetic Survey in July 2004..
 GX0608
 GX0608.The orthometric height was determined by differential leveling
 GX0608.and adjusted by the National Geodetic Survey in June 1991..
 GX0608
 GX0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX0608
 GX0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0608
 GX0608.The ellipsoidal height was determined by GPS observations
 GX0608.and is referenced to NAD 83.
 GX0608
 GX0608.The geoid height was determined by GEOID03.
 GX0608
 GX0608.The dynamic height is computed by dividing the NAVD 88
 GX0608.geopotential number by the normal gravity value computed on the
 GX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0608.degrees latitude (g = 980.6199 gals.).
 GX0608
 GX0608.The modeled gravity was interpolated from observed gravity values.
 GX0608
 GX0608;                    North         East     Units Scale Factor Converg.
 GX0608;SPC VA S     - 1,113,209.745 3,305,869.207   MT  0.99994558   -1 19 46.9
 GX0608;SPC VA S     - 3,652,255.64 10,846,005.89   sFT  0.99994558   -1 19 46.9
 GX0608;UTM  17      - 4,131,878.314   527,384.773   MT  0.99960924   +0 11 14.9
 GX0608
 GX0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0608!SPC VA S     -   0.99991467  x   0.99994558  =   0.99986026
 GX0608!UTM  17      -   0.99991467  x   0.99960924  =   0.99952395
 GX0608
 GX0608                          SUPERSEDED SURVEY CONTROL
 GX0608
 GX0608  NAD 83(1993)-  37 19 59.42727(N)    080 41 27.13054(W) AD(       ) A
 GX0608  ELLIP H (08/14/01)  543.72   (m)                       GP(       ) 4 1
 GX0608  NAD 83(1993)-  37 19 59.42745(N)    080 41 27.13052(W) AD(       ) 1
 GX0608  ELLIP H (04/23/01)  543.70   (m)                       GP(       ) 4 1
 GX0608  NAVD 88 (04/23/01)  575.21   (m)         1887.2    (f) LEVELING    3  
 GX0608  NGVD 29 (??/??/92)  575.336  (m)         1887.58   (f) ADJ UNCH    2 0
 GX0608
 GX0608.Superseded values are not recommended for survey control.
 GX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0608.See file dsdata.txt to determine how the superseded data were derived.
 GX0608
 GX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2738531878(NAD 83)
 GX0608_MARKER: DB = BENCH MARK DISK
 GX0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0608_STAMPING: C 441 1964
 GX0608_MARK LOGO: CGS   
 GX0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GX0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0608+STABILITY: SURFACE MOTION
 GX0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX0608+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 GX0608
 GX0608  HISTORY     - Date     Condition        Report By
 GX0608  HISTORY     - 1964     MONUMENTED       CGS
 GX0608  HISTORY     - 1965     GOOD             NGS
 GX0608  HISTORY     - 20000216 GOOD             VADOT
 GX0608  HISTORY     - 20000223 GOOD             VADHT
 GX0608
 GX0608                          STATION DESCRIPTION
 GX0608
 GX0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0608'2.6 MI SE FROM PEARISBURG.
 GX0608'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE IN
 GX0608'PEARISBURG TO THE MARK SET IN THE TOP OF A CONCRETE POST
 GX0608'PROJECTING 1 INCH, 54.5 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 GX0608'26.0 FEET WEST APPROXIMATE CENTER OF A GATE, 7.4 FEET SOUTHWEST
 GX0608'OF TELEPHONE POLE 104, 1.0 FOOT NORTH OF A WIRE FENCE, 3.0 FEET
 GX0608'EAST OF A METAL WITNESS SIGN AND IS ABOUT 2.0 FEET ABOVE THE
 GX0608'LEVEL OF THE HIGHWAY.  NOTE-- MARK IS ABOUT 1.2 MILES NORTHWEST
 GX0608'OF BRIDGE OVER NEW RIVER.
 GX0608
 GX0608                          STATION RECOVERY (1965)
 GX0608
 GX0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0608'RECOVERED IN GOOD CONDITION.
 GX0608
 GX0608                          STATION RECOVERY (2000)
 GX0608
 GX0608'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (GC)
 GX0608'TO REACH THE STATION FROM INTERSECTION OF ROUTE 100 AND ROUTE 460 AT
 GX0608'THE PEARISBURG COURTHOUSE, PROCEED EAST ON ROUTE 460 2.6 MILES (4.2
 GX0608'KM) , TO THE EAST SIDE OF ROUTE 460 BYPASS INTERCHANGE TO STATION ON
 GX0608'THE RIGHT.  THE STATION IS A DISK SET IN TOP OF CONCRETE POST FLUSH
 GX0608'WITH THE GROUND 260 FEET (79.2 M) EAST OF CENTER OF INTERSECTION OF
 GX0608'ROUTE 460 BYPASS EXIT RAMP,121 FEET EAST OF RIGHT - OF - WAY MONUMENT
 GX0608'IN CORNER OF FENCE, 54.5 FEET (16.6 M) SOUTH OF CENTERLINE OF
 GX0608'HIGHWAY,1 FOOT NORTH OF WIRE FENCE AND IS ABOUT 2 FEET (0.6 M) ABOVE
 GX0608'GRADE OF HIGHWAY.
 GX0608
 GX0608                          STATION RECOVERY (2000)
 GX0608
 GX0608'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2000 (RLH)
 GX0608'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1758 ***********************************************************************
 GW1758  DESIGNATION -  C 442
 GW1758  PID         -  GW1758
 GW1758  STATE/COUNTY-  VA/BOTETOURT
 GW1758  USGS QUAD   -  SALISBURY (1985)
 GW1758
 GW1758                         *CURRENT SURVEY CONTROL
 GW1758  ___________________________________________________________________
 GW1758* NAD 83(1986)-  37 37 16.     (N)    079 46 37.     (W)     SCALED    
 GW1758* NAVD 88     -       282.289  (meters)     926.14   (feet)  ADJUSTED  
 GW1758  ___________________________________________________________________
 GW1758  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1758  DYNAMIC HT  -         282.063 (meters)     925.40  (feet)  COMP
 GW1758  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 GW1758
 GW1758  VERT ORDER  -  SECOND    CLASS 0
 GW1758
 GW1758.The horizontal coordinates were scaled from a topographic map and have
 GW1758.an estimated accuracy of +/- 6 seconds.
 GW1758
 GW1758.The orthometric height was determined by differential leveling
 GW1758.and adjusted by the National Geodetic Survey in June 1991..
 GW1758
 GW1758.The geoid height was determined by GEOID03.
 GW1758
 GW1758.The dynamic height is computed by dividing the NAVD 88
 GW1758.geopotential number by the normal gravity value computed on the
 GW1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1758.degrees latitude (g = 980.6199 gals.).
 GW1758
 GW1758.The modeled gravity was interpolated from observed gravity values.
 GW1758
 GW1758;                    North         East    Units  Estimated Accuracy
 GW1758;SPC VA S     - 1,143,680.    3,387,280.      MT  (+/- 180 meters Scaled)
 GW1758
 GW1758                          SUPERSEDED SURVEY CONTROL
 GW1758
 GW1758  NGVD 29 (??/??/92)  282.480  (m)          926.77   (f) ADJ UNCH    2 0
 GW1758
 GW1758.Superseded values are not recommended for survey control.
 GW1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1758.See file dsdata.txt to determine how the superseded data were derived.
 GW1758
 GW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB079644(NAD 83)
 GW1758_MARKER: DB = BENCH MARK DISK
 GW1758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1758_SP_SET: BRIDGE
 GW1758_STAMPING: C 442 1964
 GW1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1758
 GW1758  HISTORY     - Date     Condition        Report By
 GW1758  HISTORY     - 1964     MONUMENTED       CGS
 GW1758
 GW1758                          STATION DESCRIPTION
 GW1758
 GW1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1758'1.8 MI S FROM EAGLE MOUNTAIN.
 GW1758'ABOUT 1.8 MILES SOUTH ALONG THE C AND O RY. FROM THE STATION
 GW1758'IN EAGLE MOUNTAIN TO THE MARK SET IN THE TOP OF WEST END OF
 GW1758'NORTH HEADWALL OF BRIDGE NUMBER 210.4, 5.0 FEET WEST OF WEST RAIL,
 GW1758'0.6 FOOT EAST OF WEST END OF HEADWALL AND IS ABOUT 1.0 FOOT
 GW1758'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0566 ***********************************************************************
 GW0566  DESIGNATION -  C 443
 GW0566  PID         -  GW0566
 GW0566  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0566  USGS QUAD   -  PROSPECT (1979)
 GW0566
 GW0566                         *CURRENT SURVEY CONTROL
 GW0566  ___________________________________________________________________
 GW0566* NAD 83(1986)-  37 18 10.     (N)    078 33 10.     (W)     SCALED    
 GW0566* NAVD 88     -       161.416  (meters)     529.58   (feet)  ADJUSTED  
 GW0566  ___________________________________________________________________
 GW0566  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GW0566  DYNAMIC HT  -         161.301 (meters)     529.20  (feet)  COMP
 GW0566  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 GW0566
 GW0566  VERT ORDER  -  SECOND    CLASS 0
 GW0566
 GW0566.The horizontal coordinates were scaled from a topographic map and have
 GW0566.an estimated accuracy of +/- 6 seconds.
 GW0566
 GW0566.The orthometric height was determined by differential leveling
 GW0566.and adjusted by the National Geodetic Survey in June 1991..
 GW0566
 GW0566.The geoid height was determined by GEOID03.
 GW0566
 GW0566.The dynamic height is computed by dividing the NAVD 88
 GW0566.geopotential number by the normal gravity value computed on the
 GW0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0566.degrees latitude (g = 980.6199 gals.).
 GW0566
 GW0566.The modeled gravity was interpolated from observed gravity values.
 GW0566
 GW0566;                    North         East    Units  Estimated Accuracy
 GW0566;SPC VA S     - 1,107,590.    3,495,320.      MT  (+/- 180 meters Scaled)
 GW0566
 GW0566                          SUPERSEDED SURVEY CONTROL
 GW0566
 GW0566  NGVD 29 (??/??/92)  161.678  (m)          530.44   (f) ADJ UNCH    2 0
 GW0566
 GW0566.Superseded values are not recommended for survey control.
 GW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0566.See file dsdata.txt to determine how the superseded data were derived.
 GW0566
 GW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB168312(NAD 83)
 GW0566_MARKER: DB = BENCH MARK DISK
 GW0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0566_STAMPING: C 443 1964
 GW0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0566+STABILITY: SURFACE MOTION
 GW0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0566+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0566
 GW0566  HISTORY     - Date     Condition        Report By
 GW0566  HISTORY     - 1964     MONUMENTED       CGS
 GW0566  HISTORY     - 1965     GOOD             NGS
 GW0566  HISTORY     - 20010220 GOOD             USPSQD
 GW0566  HISTORY     - 20060119 GOOD             USPSQD
 GW0566
 GW0566                          STATION DESCRIPTION
 GW0566
 GW0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0566'0.4 MI E FROM PROSPECT.
 GW0566'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 GW0566'U.S. HIGHWAY 460 AND COUNTY ROAD 626 TO THE MARK SET IN THE TOP
 GW0566'OF A CONCRETE POST FLUSH WITH THE GROUND, 40.0 FEET SOUTH OF THE
 GW0566'CENTERLINE OF HIGHWAY, 2.8 FEET SOUTH OF POWER LINE POLE F 164,
 GW0566'1.7 FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT 13.0 FEET ABOVE
 GW0566'THE LEVEL OF THE HIGHWAY.
 GW0566
 GW0566                          STATION RECOVERY (2001)
 GW0566
 GW0566'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0566'RECOVERED IN GOOD CONDITION.
 GW0566
 GW0566                          STATION RECOVERY (2006)
 GW0566
 GW0566'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0575 ***********************************************************************
 FY0575  DESIGNATION -  C 444
 FY0575  PID         -  FY0575
 FY0575  STATE/COUNTY-  VA/HALIFAX
 FY0575  USGS QUAD   -  CLOVER (1988)
 FY0575
 FY0575                         *CURRENT SURVEY CONTROL
 FY0575  ___________________________________________________________________
 FY0575* NAD 83(1986)-  36 50 20.     (N)    078 40 07.     (W)     SCALED    
 FY0575* NAVD 88     -       104.036  (meters)     341.32   (feet)  ADJUSTED  
 FY0575  ___________________________________________________________________
 FY0575  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0575  DYNAMIC HT  -         103.957 (meters)     341.07  (feet)  COMP
 FY0575  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 FY0575
 FY0575  VERT ORDER  -  SECOND    CLASS 0
 FY0575
 FY0575.The horizontal coordinates were scaled from a topographic map and have
 FY0575.an estimated accuracy of +/- 6 seconds.
 FY0575
 FY0575.The orthometric height was determined by differential leveling
 FY0575.and adjusted by the National Geodetic Survey in June 1991..
 FY0575
 FY0575.The geoid height was determined by GEOID03.
 FY0575
 FY0575.The dynamic height is computed by dividing the NAVD 88
 FY0575.geopotential number by the normal gravity value computed on the
 FY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0575.degrees latitude (g = 980.6199 gals.).
 FY0575
 FY0575.The modeled gravity was interpolated from observed gravity values.
 FY0575
 FY0575;                    North         East    Units  Estimated Accuracy
 FY0575;SPC VA S     - 1,056,120.    3,484,960.      MT  (+/- 180 meters Scaled)
 FY0575
 FY0575                          SUPERSEDED SURVEY CONTROL
 FY0575
 FY0575  NGVD 29 (??/??/92)  104.292  (m)          342.16   (f) ADJ UNCH    2 0
 FY0575
 FY0575.Superseded values are not recommended for survey control.
 FY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0575.See file dsdata.txt to determine how the superseded data were derived.
 FY0575
 FY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA078795(NAD 83)
 FY0575_MARKER: DB = BENCH MARK DISK
 FY0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0575_SP_SET: BRIDGE
 FY0575_STAMPING: C 444 1965
 FY0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0575
 FY0575  HISTORY     - Date     Condition        Report By
 FY0575  HISTORY     - 1965     MONUMENTED       CGS
 FY0575  HISTORY     - 1965     GOOD             NGS
 FY0575
 FY0575                          STATION DESCRIPTION
 FY0575
 FY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0575'4.4 MI W FROM BARNESVILLE.
 FY0575'4.4 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 FY0575'U.S. HIGHWAYS 360 AND 15 AND THE POST OFFICE IN BARNESVILLE
 FY0575'TO THE MARK SET IN THE TOP OF THE BASE OF THE BRIDGE BANNISTER
 FY0575'OF BRIDGE OVER THE STAUNTON RIVER, 4.6 MILES NORTHEAST OF
 FY0575'CLOVER, 11.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, 2.5 FEET
 FY0575'EAST OF WEST END OF SOUTH BANNISTER AND IS ABOUT 1.0 FOOT
 FY0575'ABOVE THE LEVEL OF THE HIGHWAY.  BARNESVILLE IS SOMETIMES
 FY0575'REFERRED TO AS BARNES JUNCTION.
 FY0575
 FY0575                          STATION RECOVERY (1965)
 FY0575
 FY0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FY0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0542 ***********************************************************************
 HW0542  DESIGNATION -  C 445
 HW0542  PID         -  HW0542
 HW0542  STATE/COUNTY-  VA/GREENE
 HW0542  USGS QUAD   -  STANARDSVILLE (1987)
 HW0542
 HW0542                         *CURRENT SURVEY CONTROL
 HW0542  ___________________________________________________________________
 HW0542* NAD 83(1986)-  38 18 47.     (N)    078 28 26.     (W)     SCALED    
 HW0542* NAVD 88     -       250.972  (meters)     823.40   (feet)  ADJUSTED  
 HW0542  ___________________________________________________________________
 HW0542  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0542  DYNAMIC HT  -         250.797 (meters)     822.82  (feet)  COMP
 HW0542  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HW0542
 HW0542  VERT ORDER  -  SECOND    CLASS 0
 HW0542
 HW0542.The horizontal coordinates were scaled from a topographic map and have
 HW0542.an estimated accuracy of +/- 6 seconds.
 HW0542
 HW0542.The orthometric height was determined by differential leveling
 HW0542.and adjusted by the National Geodetic Survey in June 1991..
 HW0542
 HW0542.The geoid height was determined by GEOID03.
 HW0542
 HW0542.The dynamic height is computed by dividing the NAVD 88
 HW0542.geopotential number by the normal gravity value computed on the
 HW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0542.degrees latitude (g = 980.6199 gals.).
 HW0542
 HW0542.The modeled gravity was interpolated from observed gravity values.
 HW0542
 HW0542;                    North         East    Units  Estimated Accuracy
 HW0542;SPC VA N     - 2,071,750.    3,502,280.      MT  (+/- 180 meters Scaled)
 HW0542
 HW0542                          SUPERSEDED SURVEY CONTROL
 HW0542
 HW0542  NGVD 29 (??/??/92)  251.165  (m)          824.03   (f) ADJ UNCH    2 0
 HW0542
 HW0542.Superseded values are not recommended for survey control.
 HW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0542.See file dsdata.txt to determine how the superseded data were derived.
 HW0542
 HW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC208435(NAD 83)
 HW0542_MARKER: DB = BENCH MARK DISK
 HW0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0542_SP_SET: CULVERT
 HW0542_STAMPING: C 445 1965
 HW0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0542
 HW0542  HISTORY     - Date     Condition        Report By
 HW0542  HISTORY     - 1965     MONUMENTED       CGS
 HW0542
 HW0542                          STATION DESCRIPTION
 HW0542
 HW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0542'2.5 MI NW FROM STANARDSVILLE.
 HW0542'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST
 HW0542'OFFICE IN STANARDSVILLE, TO THE MARK SET IN THE TOP OF THE SOUTH
 HW0542'END OF THE EAST HEADWALL OF A CONCRETE CULVERT, 19 FEET EAST OF THE
 HW0542'CENTERLINE OF HIGHWAY, 12.0 FEET WEST OF A METAL WITNESS SIGN,
 HW0542'1.0 FOOT NORTH OF THE SOUTH END OF HEADWALL AND IS ABOUT 2 FEET
 HW0542'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0329 ***********************************************************************
 HW0329  DESIGNATION -  C 446
 HW0329  PID         -  HW0329
 HW0329  STATE/COUNTY-  VA/MADISON
 HW0329  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0329
 HW0329                         *CURRENT SURVEY CONTROL
 HW0329  ___________________________________________________________________
 HW0329* NAD 83(1986)-  38 23 44.     (N)    078 14 07.     (W)     SCALED    
 HW0329* NAVD 88     -       163.111  (meters)     535.14   (feet)  ADJUSTED  
 HW0329  ___________________________________________________________________
 HW0329  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0329  DYNAMIC HT  -         163.003 (meters)     534.79  (feet)  COMP
 HW0329  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HW0329
 HW0329  VERT ORDER  -  SECOND    CLASS 0
 HW0329
 HW0329.The horizontal coordinates were scaled from a topographic map and have
 HW0329.an estimated accuracy of +/- 6 seconds.
 HW0329
 HW0329.The orthometric height was determined by differential leveling
 HW0329.and adjusted by the National Geodetic Survey in June 1991..
 HW0329
 HW0329.The geoid height was determined by GEOID03.
 HW0329
 HW0329.The dynamic height is computed by dividing the NAVD 88
 HW0329.geopotential number by the normal gravity value computed on the
 HW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0329.degrees latitude (g = 980.6199 gals.).
 HW0329
 HW0329.The modeled gravity was interpolated from observed gravity values.
 HW0329
 HW0329;                    North         East    Units  Estimated Accuracy
 HW0329;SPC VA N     - 2,080,940.    3,523,130.      MT  (+/- 180 meters Scaled)
 HW0329
 HW0329                          SUPERSEDED SURVEY CONTROL
 HW0329
 HW0329  NGVD 29 (??/??/92)  163.339  (m)          535.89   (f) ADJ UNCH    2 0
 HW0329
 HW0329.Superseded values are not recommended for survey control.
 HW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0329.See file dsdata.txt to determine how the superseded data were derived.
 HW0329
 HW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC414533(NAD 83)
 HW0329_MARKER: DB = BENCH MARK DISK
 HW0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0329_STAMPING: C 446 1965
 HW0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0329+STABILITY: SURFACE MOTION
 HW0329
 HW0329  HISTORY     - Date     Condition        Report By
 HW0329  HISTORY     - 1965     MONUMENTED       CGS
 HW0329
 HW0329                          STATION DESCRIPTION
 HW0329
 HW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0329'2.8 MI NE FROM MADISON.
 HW0329'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE MADISON
 HW0329'COUNTY HIGH SCHOOL, AT THE SOUTH EDGE OF MADISON, TO THE MARK
 HW0329'SET IN THE TOP OF A CONRETE POST PROJECTING 2-INCHES, 2.8 FEET
 HW0329'SOUTHWEST OF BRIGHTWOOD, 180 FEET NORTHEAST OF COUNTY ROAD 680,
 HW0329'31 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 8 FEET SOUTHWEST
 HW0329'OF A POWER LINE POLE, 2.5 FEET EAST OF A METAL WITNESS SIGN,
 HW0329'1.5 FEET SOUTHEAST OF A WIRE FENCE AND IS ABOUT LEVEL WITH THE
 HW0329'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0332 ***********************************************************************
 HW0332  DESIGNATION -  C 446 RESET 1968
 HW0332  PID         -  HW0332
 HW0332  STATE/COUNTY-  VA/MADISON
 HW0332  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0332
 HW0332                         *CURRENT SURVEY CONTROL
 HW0332  ___________________________________________________________________
 HW0332* NAD 83(1986)-  38 23 44.     (N)    078 14 07.     (W)     SCALED    
 HW0332* NAVD 88     -       160.61   (+/-2cm)     526.9    (feet)  VERTCON   
 HW0332  ___________________________________________________________________
 HW0332  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0332
 HW0332  VERT ORDER  -  THIRD (See Below)
 HW0332
 HW0332.The horizontal coordinates were scaled from a topographic map and have
 HW0332.an estimated accuracy of +/- 6 seconds.
 HW0332
 HW0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0332.The vertical order pertains to the NGVD 29 superseded value.
 HW0332
 HW0332.The geoid height was determined by GEOID03.
 HW0332
 HW0332;                    North         East    Units  Estimated Accuracy
 HW0332;SPC VA N     - 2,080,940.    3,523,130.      MT  (+/- 180 meters Scaled)
 HW0332
 HW0332                          SUPERSEDED SURVEY CONTROL
 HW0332
 HW0332  NGVD 29 (03/21/06)  160.83   (m)          527.7    (f) RESET       3  
 HW0332
 HW0332.Superseded values are not recommended for survey control.
 HW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0332.See file dsdata.txt to determine how the superseded data were derived.
 HW0332
 HW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC414533(NAD 83)
 HW0332_MARKER: DB = BENCH MARK DISK
 HW0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0332_STAMPING: C 446 RESET 1968
 HW0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0332+STABILITY: SURFACE MOTION
 HW0332
 HW0332  HISTORY     - Date     Condition        Report By
 HW0332  HISTORY     - 1968     MONUMENTED       VADH
 HW0332
 HW0332                          STATION DESCRIPTION
 HW0332
 HW0332'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 HW0332'2.8 MI NE FROM MADISON.
 HW0332'ABOUT 2.8 MILES NORTHEAST ALONG NEW U.S. HIGHWAY 29 FROM THE NEW
 HW0332'MADISON COUNTY HIGH SCHOOL AT THE SOUTH EDGE OF MADISON, ABOUT 2.8
 HW0332'MILES SOUTHWEST OF BRIGHTWOOD, 90 FEET NORTHWEST OF THE JUNCTION
 HW0332'OF COUNTY ROAD 680, 59 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW0332'SOUTH LANE OF U.S. HIGHWAY 29, 1 FOOT SOUTHEAST OF FENCE LINE,
 HW0332'1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HW0332'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0436 ***********************************************************************
 GX0436  DESIGNATION -  C 447
 GX0436  PID         -  GX0436
 GX0436  STATE/COUNTY-  VA/GILES
 GX0436  USGS QUAD   -  NARROWS (1985)
 GX0436
 GX0436                         *CURRENT SURVEY CONTROL
 GX0436  ___________________________________________________________________
 GX0436* NAD 83(1986)-  37 20 27.     (N)    080 48 47.     (W)     SCALED    
 GX0436* NAVD 88     -       475.113  (meters)    1558.77   (feet)  ADJUSTED  
 GX0436  ___________________________________________________________________
 GX0436  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0436  DYNAMIC HT  -         474.704 (meters)    1557.42  (feet)  COMP
 GX0436  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 GX0436
 GX0436  VERT ORDER  -  SECOND    CLASS 0
 GX0436
 GX0436.The horizontal coordinates were scaled from a topographic map and have
 GX0436.an estimated accuracy of +/- 6 seconds.
 GX0436
 GX0436.The orthometric height was determined by differential leveling
 GX0436.and adjusted by the National Geodetic Survey in June 1991..
 GX0436
 GX0436.The geoid height was determined by GEOID03.
 GX0436
 GX0436.The dynamic height is computed by dividing the NAVD 88
 GX0436.geopotential number by the normal gravity value computed on the
 GX0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0436.degrees latitude (g = 980.6199 gals.).
 GX0436
 GX0436.The modeled gravity was interpolated from observed gravity values.
 GX0436
 GX0436;                    North         East    Units  Estimated Accuracy
 GX0436;SPC VA S     - 1,114,320.    3,295,070.      MT  (+/- 180 meters Scaled)
 GX0436
 GX0436                          SUPERSEDED SURVEY CONTROL
 GX0436
 GX0436  NGVD 29 (??/??/92)  475.245  (m)         1559.20   (f) ADJ UNCH    2 0
 GX0436
 GX0436.Superseded values are not recommended for survey control.
 GX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0436.See file dsdata.txt to determine how the superseded data were derived.
 GX0436
 GX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB165327(NAD 83)
 GX0436_MARKER: DB = BENCH MARK DISK
 GX0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0436_SP_SET: BRIDGE
 GX0436_STAMPING: C 44 1965
 GX0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0436
 GX0436  HISTORY     - Date     Condition        Report By
 GX0436  HISTORY     - 1965     MONUMENTED       CGS
 GX0436
 GX0436                          STATION DESCRIPTION
 GX0436
 GX0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0436'0.4 MI W FROM NARROWS.
 GX0436'0.4 MILE WEST ALONG THE N AND W RR FROM THE STATION IN NARROWS
 GX0436'TO THE MARK SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 GX0436'33 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 651, 8.0
 GX0436'FEET EAST OF THE EAST RAIL AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0578 ***********************************************************************
 FY0578  DESIGNATION -  C 448
 FY0578  PID         -  FY0578
 FY0578  STATE/COUNTY-  VA/HALIFAX
 FY0578  USGS QUAD   -  CLOVER (1988)
 FY0578
 FY0578                         *CURRENT SURVEY CONTROL
 FY0578  ___________________________________________________________________
 FY0578* NAD 83(1986)-  36 51 08.     (N)    078 43 01.     (W)     SCALED    
 FY0578* NAVD 88     -       141.922  (meters)     465.62   (feet)  ADJUSTED  
 FY0578  ___________________________________________________________________
 FY0578  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0578  DYNAMIC HT  -         141.815 (meters)     465.27  (feet)  COMP
 FY0578  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 FY0578
 FY0578  VERT ORDER  -  SECOND    CLASS 0
 FY0578
 FY0578.The horizontal coordinates were scaled from a topographic map and have
 FY0578.an estimated accuracy of +/- 6 seconds.
 FY0578
 FY0578.The orthometric height was determined by differential leveling
 FY0578.and adjusted by the National Geodetic Survey in June 1991..
 FY0578
 FY0578.The geoid height was determined by GEOID03.
 FY0578
 FY0578.The dynamic height is computed by dividing the NAVD 88
 FY0578.geopotential number by the normal gravity value computed on the
 FY0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0578.degrees latitude (g = 980.6199 gals.).
 FY0578
 FY0578.The modeled gravity was interpolated from observed gravity values.
 FY0578
 FY0578;                    North         East    Units  Estimated Accuracy
 FY0578;SPC VA S     - 1,057,610.    3,480,650.      MT  (+/- 180 meters Scaled)
 FY0578
 FY0578                          SUPERSEDED SURVEY CONTROL
 FY0578
 FY0578  NGVD 29 (??/??/92)  142.180  (m)          466.47   (f) ADJ UNCH    2 0
 FY0578
 FY0578.Superseded values are not recommended for survey control.
 FY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0578.See file dsdata.txt to determine how the superseded data were derived.
 FY0578
 FY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA035809(NAD 83)
 FY0578_MARKER: DB = BENCH MARK DISK
 FY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0578_STAMPING: C 448 1965
 FY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0578+STABILITY: SURFACE MOTION
 FY0578
 FY0578  HISTORY     - Date     Condition        Report By
 FY0578  HISTORY     - 1965     MONUMENTED       CGS
 FY0578
 FY0578                          STATION DESCRIPTION
 FY0578
 FY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0578'1.6 MI N FROM CLOVER.
 FY0578'1.6 MILES NORTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE IN
 FY0578'CLOVER, 65 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A TRACK
 FY0578'ROAD, 33 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 4 FEET EAST
 FY0578'OF A 12-INCH PINE TREE, 1.3 FEET SOUTH OF A METAL WITNESS
 FY0578'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH
 FY0578'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0518 ***********************************************************************
 FY0518  DESIGNATION -  C 449
 FY0518  PID         -  FY0518
 FY0518  STATE/COUNTY-  VA/HALIFAX
 FY0518  USGS QUAD   -  OMEGA (1980)
 FY0518
 FY0518                         *CURRENT SURVEY CONTROL
 FY0518  ___________________________________________________________________
 FY0518* NAD 83(1986)-  36 41 07.     (N)    078 51 25.     (W)     SCALED    
 FY0518* NAVD 88     -       105.128  (meters)     344.91   (feet)  ADJUSTED  
 FY0518  ___________________________________________________________________
 FY0518  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0518  DYNAMIC HT  -         105.048 (meters)     344.64  (feet)  COMP
 FY0518  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 FY0518
 FY0518  VERT ORDER  -  SECOND    CLASS 0
 FY0518
 FY0518.The horizontal coordinates were scaled from a topographic map and have
 FY0518.an estimated accuracy of +/- 6 seconds.
 FY0518
 FY0518.The orthometric height was determined by differential leveling
 FY0518.and adjusted by the National Geodetic Survey in June 1991..
 FY0518
 FY0518.The geoid height was determined by GEOID03.
 FY0518
 FY0518.The dynamic height is computed by dividing the NAVD 88
 FY0518.geopotential number by the normal gravity value computed on the
 FY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0518.degrees latitude (g = 980.6199 gals.).
 FY0518
 FY0518.The modeled gravity was interpolated from observed gravity values.
 FY0518
 FY0518;                    North         East    Units  Estimated Accuracy
 FY0518;SPC VA S     - 1,039,120.    3,468,100.      MT  (+/- 180 meters Scaled)
 FY0518
 FY0518                          SUPERSEDED SURVEY CONTROL
 FY0518
 FY0518  NGVD 29 (??/??/92)  105.398  (m)          345.79   (f) ADJ UNCH    2 0
 FY0518
 FY0518.Superseded values are not recommended for survey control.
 FY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0518.See file dsdata.txt to determine how the superseded data were derived.
 FY0518
 FY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA914621(NAD 83)
 FY0518_MARKER: DB = BENCH MARK DISK
 FY0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0518_SP_SET: CULVERT
 FY0518_STAMPING: C 449 1965
 FY0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0518
 FY0518  HISTORY     - Date     Condition        Report By
 FY0518  HISTORY     - 1965     MONUMENTED       CGS
 FY0518  HISTORY     - 1966     GOOD             NGS
 FY0518
 FY0518                          STATION DESCRIPTION
 FY0518
 FY0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0518'2.7 MI E FROM RIVERDALE.
 FY0518'2.7 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S.
 FY0518'HIGHWAYS 58 AND 501 IN RIVERDALE, WHICH IS IN THE SOUTH EDGE
 FY0518'OF SOUTH BOSTON, 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 FY0518'1.0 FOOT WEST OF EAST END OF HEADWALL, SET IN THE TOP OF THE
 FY0518'EAST END OF SOUTH HEADWALL OF A BOX CULVERT AND IS ABOUT
 FY0518'6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3594 ***********************************************************************
 HV3594  DESIGNATION -  C 45
 HV3594  PID         -  HV3594
 HV3594  STATE/COUNTY-  VA/FAUQUIER
 HV3594  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3594
 HV3594                         *CURRENT SURVEY CONTROL
 HV3594  ___________________________________________________________________
 HV3594* NAD 83(1986)-  38 49 47.     (N)    077 43 17.     (W)     SCALED    
 HV3594* NAVD 88     -       137.369  (meters)     450.68   (feet)  ADJUSTED  
 HV3594  ___________________________________________________________________
 HV3594  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV3594  DYNAMIC HT  -         137.291 (meters)     450.43  (feet)  COMP
 HV3594  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 HV3594
 HV3594  VERT ORDER  -  SECOND    CLASS 0
 HV3594
 HV3594.The horizontal coordinates were scaled from a topographic map and have
 HV3594.an estimated accuracy of +/- 6 seconds.
 HV3594
 HV3594.The orthometric height was determined by differential leveling
 HV3594.and adjusted by the National Geodetic Survey in June 1991..
 HV3594
 HV3594.The geoid height was determined by GEOID03.
 HV3594
 HV3594.The dynamic height is computed by dividing the NAVD 88
 HV3594.geopotential number by the normal gravity value computed on the
 HV3594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3594.degrees latitude (g = 980.6199 gals.).
 HV3594
 HV3594.The modeled gravity was interpolated from observed gravity values.
 HV3594
 HV3594;                    North         East    Units  Estimated Accuracy
 HV3594;SPC VA N     - 2,129,390.    3,567,610.      MT  (+/- 180 meters Scaled)
 HV3594
 HV3594                          SUPERSEDED SURVEY CONTROL
 HV3594
 HV3594  NGVD 29 (??/??/??)  137.602  (m)          451.45   (f) ADJUSTED    2 0
 HV3594
 HV3594.Superseded values are not recommended for survey control.
 HV3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3594.See file dsdata.txt to determine how the superseded data were derived.
 HV3594
 HV3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ637014(NAD 83)
 HV3594_MARKER: DB = BENCH MARK DISK
 HV3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3594_STAMPING: 451.101 C 45 1934
 HV3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3594+STABILITY: SURFACE MOTION
 HV3594
 HV3594  HISTORY     - Date     Condition        Report By
 HV3594  HISTORY     - 1934     MONUMENTED       CGS
 HV3594  HISTORY     - 1960     GOOD             CGS
 HV3594
 HV3594                          STATION DESCRIPTION
 HV3594
 HV3594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3594'4.5 MI SE FROM THE PLAINS.
 HV3594'ABOUT 4.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3594'STATION AT THE PLAINS, AT BROAD RUN, 167 YARDS SOUTH OF BROAD
 HV3594'RUN STATION SIGN AND OLD RAILROAD STATION BUILDING, AT THE
 HV3594'CROSSING OF ROAD 628, 40 1/2 FEET NORTHWEST OF THE CENTER OF
 HV3594'CROSSING AND MAIN TRACK, 76.7 FEET NORTHWEST OF AND ACROSS THE
 HV3594'ROAD AND TRACK FROM A DERAIL SWITCH STAND, 17.8 FEET WEST OF
 HV3594'THE WEST RAIL OF MAIN TRACK, 2 FEET EAST OF A WIRE FENCE, 9
 HV3594'FEET NORTHWEST OF THE FIRST RAILROAD TELEPHONE POLE NORTH OF
 HV3594'THE CROSSING, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 HV3594'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0577 ***********************************************************************
 GW0577  DESIGNATION -  C 45 USGS
 GW0577  PID         -  GW0577
 GW0577  STATE/COUNTY-  VA/NELSON
 GW0577  USGS QUAD   -  GLADSTONE (1987)
 GW0577
 GW0577                         *CURRENT SURVEY CONTROL
 GW0577  ___________________________________________________________________
 GW0577* NAD 83(1986)-  37 32 40.     (N)    078 50 50.     (W)     SCALED    
 GW0577* NAVD 88     -       126.095  (meters)     413.70   (feet)  ADJUSTED  
 GW0577  ___________________________________________________________________
 GW0577  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW0577  DYNAMIC HT  -         126.006 (meters)     413.40  (feet)  COMP
 GW0577  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 GW0577
 GW0577  VERT ORDER  -  FIRST     CLASS II
 GW0577
 GW0577.The horizontal coordinates were scaled from a topographic map and have
 GW0577.an estimated accuracy of +/- 6 seconds.
 GW0577
 GW0577.The orthometric height was determined by differential leveling
 GW0577.and adjusted by the National Geodetic Survey in June 1991..
 GW0577
 GW0577.The geoid height was determined by GEOID03.
 GW0577
 GW0577.The dynamic height is computed by dividing the NAVD 88
 GW0577.geopotential number by the normal gravity value computed on the
 GW0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0577.degrees latitude (g = 980.6199 gals.).
 GW0577
 GW0577.The modeled gravity was interpolated from observed gravity values.
 GW0577
 GW0577;                    North         East    Units  Estimated Accuracy
 GW0577;SPC VA S     - 1,134,460.    3,469,320.      MT  (+/- 180 meters Scaled)
 GW0577
 GW0577                          SUPERSEDED SURVEY CONTROL
 GW0577
 GW0577  NGVD 29 (??/??/92)  126.342  (m)          414.51   (f) ADJ UNCH    1 2
 GW0577
 GW0577.Superseded values are not recommended for survey control.
 GW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0577.See file dsdata.txt to determine how the superseded data were derived.
 GW0577
 GW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB901574(NAD 83)
 GW0577_MARKER: DD = SURVEY DISK
 GW0577_SETTING: 80 = SET IN A BOULDER
 GW0577_SP_SET: BOULDER
 GW0577_STAMPING: 414.494 C 45 1926
 GW0577_MARK LOGO: USGS  
 GW0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0577+STABILITY: SURFACE MOTION
 GW0577
 GW0577  HISTORY     - Date     Condition        Report By
 GW0577  HISTORY     - 1926     MONUMENTED       USGS
 GW0577  HISTORY     - 1935     GOOD             NGS
 GW0577  HISTORY     - 1962     GOOD             NGS
 GW0577  HISTORY     - 1983     GOOD             NGS
 GW0577  HISTORY     - 1983     GOOD             NGS
 GW0577
 GW0577                          STATION DESCRIPTION
 GW0577
 GW0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0577'AT GLADSTONE.
 GW0577'AT GLADSTONE, NELSON COUNTY, 400 FEET EAST OF THE CHESAPEAKE AND
 GW0577'OHIO RAILWAY STATION, 110 FEET NORTHEAST OF MILEPOST 119, 65 FEET
 GW0577'NORTH OF THE TRACK, ON THE NORTH SIDE OF A HIGHWAY, 50 FEET
 GW0577'SOUTHWEST OF A CHURCH, ON THE SOUTHWEST SIDE OF A LARGE BOULDER,
 GW0577'AND IN THE BASE OF THE BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD
 GW0577'DISK, STAMPED 414.494 C 45 1926.
 GW0577
 GW0577                          STATION RECOVERY (1962)
 GW0577
 GW0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0577'RECOVERED IN GOOD CONDITION.
 GW0577
 GW0577                          STATION RECOVERY (1983)
 GW0577
 GW0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0577'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983, INACCESSIBLE TO
 GW0577'NEW LEVEL LINE.
 GW0577
 GW0577                          STATION RECOVERY (1983)
 GW0577
 GW0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0088 ***********************************************************************
 FY0088  DESIGNATION -  C 450
 FY0088  PID         -  FY0088
 FY0088  STATE/COUNTY-  VA/MECKLENBURG
 FY0088  USGS QUAD   -  BOYDTON (1990)
 FY0088
 FY0088                         *CURRENT SURVEY CONTROL
 FY0088  ___________________________________________________________________
 FY0088* NAD 83(1986)-  36 39 41.     (N)    078 25 06.     (W)     SCALED    
 FY0088* NAVD 88     -       104.612  (meters)     343.21   (feet)  ADJUSTED  
 FY0088  ___________________________________________________________________
 FY0088  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FY0088  DYNAMIC HT  -         104.532 (meters)     342.95  (feet)  COMP
 FY0088  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 FY0088
 FY0088  VERT ORDER  -  SECOND    CLASS 0
 FY0088
 FY0088.The horizontal coordinates were scaled from a topographic map and have
 FY0088.an estimated accuracy of +/- 6 seconds.
 FY0088
 FY0088.The orthometric height was determined by differential leveling
 FY0088.and adjusted by the National Geodetic Survey in June 1991..
 FY0088
 FY0088.The geoid height was determined by GEOID03.
 FY0088
 FY0088.The dynamic height is computed by dividing the NAVD 88
 FY0088.geopotential number by the normal gravity value computed on the
 FY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0088.degrees latitude (g = 980.6199 gals.).
 FY0088
 FY0088.The modeled gravity was interpolated from observed gravity values.
 FY0088
 FY0088;                    North         East    Units  Estimated Accuracy
 FY0088;SPC VA S     - 1,036,410.    3,507,300.      MT  (+/- 180 meters Scaled)
 FY0088
 FY0088                          SUPERSEDED SURVEY CONTROL
 FY0088
 FY0088  NGVD 29 (??/??/92)  104.882  (m)          344.10   (f) ADJ UNCH    2 0
 FY0088
 FY0088.Superseded values are not recommended for survey control.
 FY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0088.See file dsdata.txt to determine how the superseded data were derived.
 FY0088
 FY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA307604(NAD 83)
 FY0088_MARKER: DB = BENCH MARK DISK
 FY0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0088_SP_SET: CULVERT
 FY0088_STAMPING: C 450 1966
 FY0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0088
 FY0088  HISTORY     - Date     Condition        Report By
 FY0088  HISTORY     - 1966     MONUMENTED       CGS
 FY0088  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0088
 FY0088                          STATION DESCRIPTION
 FY0088
 FY0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0088'1.9 MI W FROM BOYDTON.
 FY0088'1.9 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0088'BOYDTON, 39 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 13 FEET
 FY0088'NORTHWEST OF A 16-INCH SYCAMORE TREE, SET IN THE TOP OF THE EAST
 FY0088'END OF SOUTH HEADWALL OF A BOX CULVERT AND IS ABOUT 8 FEET BELOW
 FY0088'THE LEVEL OF THE HIGHWAY.
 FY0088
 FY0088                          STATION RECOVERY (2005)
 FY0088
 FY0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0088'BOX CULVERT HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1592 ***********************************************************************
 FX1592  DESIGNATION -  C 451
 FX1592  PID         -  FX1592
 FX1592  STATE/COUNTY-  VA/GREENSVILLE
 FX1592  USGS QUAD   -  ANTE (1990)
 FX1592
 FX1592                         *CURRENT SURVEY CONTROL
 FX1592  ___________________________________________________________________
 FX1592* NAD 83(1986)-  36 44 48.     (N)    077 38 08.     (W)     SCALED    
 FX1592* NAVD 88     -        67.497  (meters)     221.45   (feet)  ADJUSTED  
 FX1592  ___________________________________________________________________
 FX1592  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 FX1592  DYNAMIC HT  -          67.446 (meters)     221.28  (feet)  COMP
 FX1592  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 FX1592
 FX1592  VERT ORDER  -  SECOND    CLASS 0
 FX1592
 FX1592.The horizontal coordinates were scaled from a topographic map and have
 FX1592.an estimated accuracy of +/- 6 seconds.
 FX1592
 FX1592.The orthometric height was determined by differential leveling
 FX1592.and adjusted by the National Geodetic Survey in June 1991..
 FX1592
 FX1592.The geoid height was determined by GEOID03.
 FX1592
 FX1592.The dynamic height is computed by dividing the NAVD 88
 FX1592.geopotential number by the normal gravity value computed on the
 FX1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1592.degrees latitude (g = 980.6199 gals.).
 FX1592
 FX1592.The modeled gravity was interpolated from observed gravity values.
 FX1592
 FX1592;                    North         East    Units  Estimated Accuracy
 FX1592;SPC VA S     - 1,046,220.    3,577,200.      MT  (+/- 180 meters Scaled)
 FX1592
 FX1592                          SUPERSEDED SURVEY CONTROL
 FX1592
 FX1592  NGVD 29 (??/??/92)   67.855  (m)          222.62   (f) ADJ UNCH    2 0
 FX1592
 FX1592.Superseded values are not recommended for survey control.
 FX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1592.See file dsdata.txt to determine how the superseded data were derived.
 FX1592
 FX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF646700(NAD 83)
 FX1592_MARKER: DB = BENCH MARK DISK
 FX1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1592_STAMPING: C 451 1966
 FX1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1592+STABILITY: SURFACE MOTION
 FX1592
 FX1592  HISTORY     - Date     Condition        Report By
 FX1592  HISTORY     - 1966     MONUMENTED       CGS
 FX1592
 FX1592                          STATION DESCRIPTION
 FX1592
 FX1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1592'5.6 MI W FROM EMPORIA.
 FX1592'ABOUT 5.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1592'OF U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE
 FX1592'OF EMPORIA, 41 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A
 FX1592'DRIVEWAY, 26 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 26
 FX1592'FEET NORTHWEST OF A FENCE CORNER, 3.0 FEET WEST OF A METAL
 FX1592'WITNESS SIGN, 2.0 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 FX1592'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE
 FX1592'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0124 ***********************************************************************
 FX0124  DESIGNATION -  C 452
 FX0124  PID         -  FX0124
 FX0124  STATE/COUNTY-  VA/C OF NORFOLK
 FX0124  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0124
 FX0124                         *CURRENT SURVEY CONTROL
 FX0124  ___________________________________________________________________
 FX0124* NAD 83(1986)-  36 53 10.     (N)    076 18 45.     (W)     SCALED    
 FX0124* NAVD 88     -         3.407  (meters)      11.18   (feet)  ADJUSTED  
 FX0124  ___________________________________________________________________
 FX0124  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 FX0124  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 FX0124  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 FX0124
 FX0124  VERT ORDER  -  FIRST     CLASS I
 FX0124
 FX0124.The horizontal coordinates were scaled from a topographic map and have
 FX0124.an estimated accuracy of +/- 6 seconds.
 FX0124
 FX0124.The orthometric height was determined by differential leveling
 FX0124.and adjusted by the National Geodetic Survey in June 1991..
 FX0124
 FX0124.The geoid height was determined by GEOID03.
 FX0124
 FX0124.The dynamic height is computed by dividing the NAVD 88
 FX0124.geopotential number by the normal gravity value computed on the
 FX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0124.degrees latitude (g = 980.6199 gals.).
 FX0124
 FX0124.The modeled gravity was interpolated from observed gravity values.
 FX0124
 FX0124;                    North         East    Units  Estimated Accuracy
 FX0124;SPC VA S     - 1,063,600.    3,694,980.      MT  (+/- 180 meters Scaled)
 FX0124
 FX0124                          SUPERSEDED SURVEY CONTROL
 FX0124
 FX0124  NGVD 29 (??/??/92)    3.649  (m)           11.97   (f) ADJ UNCH    1 1
 FX0124
 FX0124.Superseded values are not recommended for survey control.
 FX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0124.See file dsdata.txt to determine how the superseded data were derived.
 FX0124
 FX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF830830(NAD 83)
 FX0124_MARKER: DB = BENCH MARK DISK
 FX0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0124_SP_SET: BUILDING
 FX0124_STAMPING: C 452 1968
 FX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0124+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0124
 FX0124  HISTORY     - Date     Condition        Report By
 FX0124  HISTORY     - 1968     MONUMENTED       CGS
 FX0124  HISTORY     - 1971     GOOD             NGS
 FX0124  HISTORY     - 19981003 GOOD             USPSQD
 FX0124  HISTORY     - 20030913 GOOD             USPSQD
 FX0124  HISTORY     - 20060216 GOOD             USPSQD
 FX0124
 FX0124                          STATION DESCRIPTION
 FX0124
 FX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0124'AT NORFOLK.
 FX0124'AT NORFOLK, ABOUT 0.75 MILE NORTH ALONG HAMPTON BOULEVARD
 FX0124'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, THENCE
 FX0124'0.55 MILE WEST ALONG 45TH STREET, THENCE 0.1 MILE NORTH ALONG
 FX0124'POWAHATAN STREET, AT OLD DOMINION UNIVERSITY, AT THE PHYSICAL
 FX0124'EDUCATION BUILDING WHICH IS BETWEEN 45TH AND 48TH STREETS, SET
 FX0124'IN THE CENTER OF THE TOP OF THE CONCRETE LANDING AT THE TOP
 FX0124'OF THE STEPS THAT LEADS TO THE WEST ENTRANCE TO THE BUILDING,
 FX0124'40.0 FEET EAST OF THE EAST CURB OF THE EAST LANES OF POWAHATAN
 FX0124'STREET, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 FX0124'NOTE-- THE RESIDENT ARCHITECT AT THE UNIVERSITY, MR. HERBERT
 FX0124'GYEZ, INFORMED THIS PARTY THAT THE BUILDING WAS BUILT ON
 FX0124'PILING THAT WERE DRIVEN 100 FEET IN THE GROUND.
 FX0124
 FX0124                          STATION RECOVERY (1998)
 FX0124
 FX0124'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0124'RECOVERED IN GOOD CONDITION.
 FX0124
 FX0124                          STATION RECOVERY (2003)
 FX0124
 FX0124'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0124'NOTE  CHANGE 0.55 MILE WEST ALONG 45TH STREET TO READ 43RD STREET.
 FX0124'CHANGE THENCE 0.1 MILE NORTH ALONG POWAHATAN STREET TO READ 0.2 MILES.
 FX0124'THE PHYSICAL EDUCATION BUILDING IS NOW NAMED THE HEALTH AND PHYSICAL
 FX0124'EDUCATION BUILDING.
 FX0124
 FX0124                          STATION RECOVERY (2006)
 FX0124
 FX0124'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0974 ***********************************************************************
 FX0974  DESIGNATION -  C 453
 FX0974  PID         -  FX0974
 FX0974  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0974  USGS QUAD   -  SMITHFIELD (1989)
 FX0974
 FX0974                         *CURRENT SURVEY CONTROL
 FX0974  ___________________________________________________________________
 FX0974* NAD 83(1986)-  36 59 25.     (N)    076 37 48.     (W)     SCALED    
 FX0974* NAVD 88     -        12.716  (meters)      41.72   (feet)  ADJUSTED  
 FX0974  ___________________________________________________________________
 FX0974  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 FX0974  DYNAMIC HT  -          12.706 (meters)      41.69  (feet)  COMP
 FX0974  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 FX0974
 FX0974  VERT ORDER  -  FIRST     CLASS I
 FX0974
 FX0974.The horizontal coordinates were scaled from a topographic map and have
 FX0974.an estimated accuracy of +/- 6 seconds.
 FX0974
 FX0974.The orthometric height was determined by differential leveling
 FX0974.and adjusted by the National Geodetic Survey in June 1991..
 FX0974
 FX0974.The geoid height was determined by GEOID03.
 FX0974
 FX0974.The dynamic height is computed by dividing the NAVD 88
 FX0974.geopotential number by the normal gravity value computed on the
 FX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0974.degrees latitude (g = 980.6199 gals.).
 FX0974
 FX0974.The modeled gravity was interpolated from observed gravity values.
 FX0974
 FX0974;                    North         East    Units  Estimated Accuracy
 FX0974;SPC VA S     - 1,074,550.    3,666,460.      MT  (+/- 180 meters Scaled)
 FX0974
 FX0974                          SUPERSEDED SURVEY CONTROL
 FX0974
 FX0974  NGVD 29 (??/??/92)   12.952  (m)           42.49   (f) ADJ UNCH    1 1
 FX0974
 FX0974.Superseded values are not recommended for survey control.
 FX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0974.See file dsdata.txt to determine how the superseded data were derived.
 FX0974
 FX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF549950(NAD 83)
 FX0974_MARKER: DB = BENCH MARK DISK
 FX0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0974_SP_SET: FOUNDATION
 FX0974_STAMPING: C 453 1971
 FX0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0974
 FX0974  HISTORY     - Date     Condition        Report By
 FX0974  HISTORY     - 1971     MONUMENTED       NGS
 FX0974  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0974
 FX0974                          STATION DESCRIPTION
 FX0974
 FX0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0974'0.7 MI N FROM SMITHFIELD.
 FX0974'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 FX0974'OF U.S. HIGHWAY 258 AT SMITHFIELD, SET VERTICALLY IN THE EAST
 FX0974'CONCRETE FACE AND 3.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 FX0974'CONCRETE FOUNDATION FOR THE LARGE BRICK BUILDING OF THE SMITHFIELD
 FX0974'PACKING COMPANY, 158 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 FX0974'AND 2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MAIN
 FX0974'OFFICE OF THE SMITHFIELD PACKING COMPANY IS ALSO LOCATED IN
 FX0974'THIS BUILDING.
 FX0974
 FX0974                          STATION RECOVERY (2001)
 FX0974
 FX0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0974'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0458 ***********************************************************************
 GV0458  DESIGNATION -  C 454
 GV0458  PID         -  GV0458
 GV0458  STATE/COUNTY-  VA/CHARLES CITY
 GV0458  USGS QUAD   -  BRANDON (1980)
 GV0458
 GV0458                         *CURRENT SURVEY CONTROL
 GV0458  ___________________________________________________________________
 GV0458* NAD 83(1986)-  37 16 12.     (N)    076 56 18.     (W)     SCALED    
 GV0458* NAVD 88     -         9.467  (meters)      31.06   (feet)  ADJUSTED  
 GV0458  ___________________________________________________________________
 GV0458  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 GV0458  DYNAMIC HT  -           9.460 (meters)      31.04  (feet)  COMP
 GV0458  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 GV0458
 GV0458  VERT ORDER  -  FIRST     CLASS I
 GV0458
 GV0458.The horizontal coordinates were scaled from a topographic map and have
 GV0458.an estimated accuracy of +/- 6 seconds.
 GV0458
 GV0458.The orthometric height was determined by differential leveling
 GV0458.and adjusted by the National Geodetic Survey in June 1991..
 GV0458
 GV0458.The geoid height was determined by GEOID03.
 GV0458
 GV0458.The dynamic height is computed by dividing the NAVD 88
 GV0458.geopotential number by the normal gravity value computed on the
 GV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0458.degrees latitude (g = 980.6199 gals.).
 GV0458
 GV0458.The modeled gravity was interpolated from observed gravity values.
 GV0458
 GV0458;                    North         East    Units  Estimated Accuracy
 GV0458;SPC VA S     - 1,105,090.    3,638,500.      MT  (+/- 180 meters Scaled)
 GV0458
 GV0458                          SUPERSEDED SURVEY CONTROL
 GV0458
 GV0458  NGVD 29 (??/??/??)    9.701  (m)           31.83   (f) ADJUSTED    1 1
 GV0458
 GV0458.Superseded values are not recommended for survey control.
 GV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0458.See file dsdata.txt to determine how the superseded data were derived.
 GV0458
 GV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG281265(NAD 83)
 GV0458_MARKER: DB = BENCH MARK DISK
 GV0458_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0458+WITH SETTING: INTO GROUND
 GV0458_STAMPING: C 454 1971
 GV0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0458+STABILITY: SURFACE MOTION
 GV0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0458+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0458
 GV0458  HISTORY     - Date     Condition        Report By
 GV0458  HISTORY     - 1971     MONUMENTED       NGS
 GV0458  HISTORY     - 19960309 GOOD             USPSQD
 GV0458  HISTORY     - 20000927 GOOD             USPSQD
 GV0458  HISTORY     - 20010331 GOOD             NGS
 GV0458
 GV0458                          STATION DESCRIPTION
 GV0458
 GV0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0458'16 MI SW FROM WILLIAMSBURG.
 GV0458'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM
 GV0458'THE INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 12.7
 GV0458'MILES WEST ALONG STATE HIGHWAY 5, THENCE 1.9 MILES SOUTHWEST
 GV0458'ALONG COUNTY ROAD 623, 0.1 MILE NORTHEAST OF A FRAME HOUSE ON THE
 GV0458'NORTHWEST SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE IN THE
 GV0458'ROAD, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16
 GV0458'FEET WEST OF A 12-INCH HARDWOOD TREE, 1.0 FOOT SOUTHEAST OF A
 GV0458'METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 GV0458'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 GV0458'ATTACHED TO A BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF
 GV0458'THE GROUND AND IS ENCASED IN A 4-INCH ORANGEBURG PIPE THAT IS
 GV0458'LEVEL WITH THE GROUND.
 GV0458
 GV0458                          STATION RECOVERY (1996)
 GV0458
 GV0458'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0458'RECOVERED IN GOOD CONDITION.
 GV0458
 GV0458                          STATION RECOVERY (2000)
 GV0458
 GV0458'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0458'RECOVERED IN GOOD CONDITION.
 GV0458
 GV0458                          STATION RECOVERY (2001)
 GV0458
 GV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0531 ***********************************************************************
 GV0531  DESIGNATION -  C 455
 GV0531  PID         -  GV0531
 GV0531  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0531  USGS QUAD   -  YORKTOWN (1994)
 GV0531
 GV0531                         *CURRENT SURVEY CONTROL
 GV0531  ___________________________________________________________________
 GV0531* NAD 83(1986)-  37 08 07.     (N)    076 31 34.     (W)     SCALED    
 GV0531* NAVD 88     -         9.252  (meters)      30.35   (feet)  ADJUSTED  
 GV0531  ___________________________________________________________________
 GV0531  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 GV0531  DYNAMIC HT  -           9.246 (meters)      30.33  (feet)  COMP
 GV0531  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GV0531
 GV0531  VERT ORDER  -  FIRST     CLASS I
 GV0531
 GV0531.The horizontal coordinates were scaled from a topographic map and have
 GV0531.an estimated accuracy of +/- 6 seconds.
 GV0531
 GV0531.The orthometric height was determined by differential leveling
 GV0531.and adjusted by the National Geodetic Survey in June 1991..
 GV0531
 GV0531.The geoid height was determined by GEOID03.
 GV0531
 GV0531.The dynamic height is computed by dividing the NAVD 88
 GV0531.geopotential number by the normal gravity value computed on the
 GV0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0531.degrees latitude (g = 980.6199 gals.).
 GV0531
 GV0531.The modeled gravity was interpolated from observed gravity values.
 GV0531
 GV0531;                    North         East    Units  Estimated Accuracy
 GV0531;SPC VA S     - 1,090,830.    3,675,370.      MT  (+/- 180 meters Scaled)
 GV0531
 GV0531                          SUPERSEDED SURVEY CONTROL
 GV0531
 GV0531  NGVD 29 (??/??/??)    9.494  (m)           31.15   (f) ADJUSTED    1 1
 GV0531
 GV0531.Superseded values are not recommended for survey control.
 GV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0531.See file dsdata.txt to determine how the superseded data were derived.
 GV0531
 GV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG644109(NAD 83)
 GV0531_MARKER: DB = BENCH MARK DISK
 GV0531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0531_SP_SET: 123 FEET
 GV0531_STAMPING: C 455 1971
 GV0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0531
 GV0531  HISTORY     - Date     Condition        Report By
 GV0531  HISTORY     - 1971     MONUMENTED       NGS
 GV0531  HISTORY     - 1975     GOOD             BAKER
 GV0531  HISTORY     - 1978     GOOD             DMA
 GV0531
 GV0531                          STATION DESCRIPTION
 GV0531
 GV0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0531'AT NEWPORT NEWS.
 GV0531'AT NEWPORT NEWS, AT THE STATE HIGHWAY 173 OVERPASS OVER THE TRACKS
 GV0531'AT ORIANA (A SUB-DIVISION OF NEWPORT NEWS), 24.3 FEET SOUTHWEST
 GV0531'OF THE SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK, 26.3 FEET SOUTH
 GV0531'OF THE MOST SOUTHEASTERLY OF 4 ROUND CONCRETE PILLARS UNDER
 GV0531'STATE HIGHWAY 173 SUPPORTING THE OVERPASS, 13.3 FEET NORTHEAST OF
 GV0531'THE NORTHEAST RAIL OF A SIDE TRACK, 3 1/2 FEET NORTHEAST OF A
 GV0531'TELEPHONE POLE BRACED BY A TELEPHONE POLE, 0.6 FOOT SOUTHEAST OF
 GV0531'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK
 GV0531'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 GV0531'AND PROTECTED BY A 4 INCH CONCRETE PIPE THAT IS FLUSH WITH THE
 GV0531'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 123 FEET TO REFUSAL.
 GV0531
 GV0531                          STATION RECOVERY (1975)
 GV0531
 GV0531'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 GV0531'RECOVERED IN GOOD CONDITION.
 GV0531
 GV0531                          STATION RECOVERY (1978)
 GV0531
 GV0531'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0845 ***********************************************************************
 GV0845  DESIGNATION -  C 456
 GV0845  PID         -  GV0845
 GV0845  STATE/COUNTY-  VA/KING WILLIAM
 GV0845  USGS QUAD   -  WEST POINT (1986)
 GV0845
 GV0845                         *CURRENT SURVEY CONTROL
 GV0845  ___________________________________________________________________
 GV0845* NAD 83(1986)-  37 31 58.     (N)    076 47 34.     (W)     SCALED    
 GV0845* NAVD 88     -         0.611  (meters)       2.00   (feet)  ADJUSTED  
 GV0845  ___________________________________________________________________
 GV0845  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0845  DYNAMIC HT  -           0.610 (meters)       2.00  (feet)  COMP
 GV0845  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 GV0845
 GV0845  VERT ORDER  -  FIRST     CLASS I
 GV0845
 GV0845.The horizontal coordinates were scaled from a topographic map and have
 GV0845.an estimated accuracy of +/- 6 seconds.
 GV0845
 GV0845.The orthometric height was determined by differential leveling
 GV0845.and adjusted by the National Geodetic Survey in June 1991..
 GV0845
 GV0845.The geoid height was determined by GEOID03.
 GV0845
 GV0845.The dynamic height is computed by dividing the NAVD 88
 GV0845.geopotential number by the normal gravity value computed on the
 GV0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0845.degrees latitude (g = 980.6199 gals.).
 GV0845
 GV0845.The modeled gravity was interpolated from observed gravity values.
 GV0845
 GV0845;                    North         East    Units  Estimated Accuracy
 GV0845;SPC VA S     - 1,134,470.    3,650,880.      MT  (+/- 180 meters Scaled)
 GV0845
 GV0845                          SUPERSEDED SURVEY CONTROL
 GV0845
 GV0845  NGVD 29 (??/??/??)    0.846  (m)            2.78   (f) ADJUSTED    1 1
 GV0845
 GV0845.Superseded values are not recommended for survey control.
 GV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0845.See file dsdata.txt to determine how the superseded data were derived.
 GV0845
 GV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415554(NAD 83)
 GV0845_MARKER: DB = BENCH MARK DISK
 GV0845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0845_SP_SET: 56 FEET
 GV0845_STAMPING: C 456 1971
 GV0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0845+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0845
 GV0845  HISTORY     - Date     Condition        Report By
 GV0845  HISTORY     - 1971     MONUMENTED       NGS
 GV0845  HISTORY     - 1978     GOOD             DMA
 GV0845  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0845  HISTORY     - 1990     GOOD             USPSQD
 GV0845  HISTORY     - 19990325 GOOD             USPSQD
 GV0845  HISTORY     - 20031106 GOOD             USPSQD
 GV0845  HISTORY     - 20060218 GOOD             USPSQD
 GV0845
 GV0845                          STATION DESCRIPTION
 GV0845
 GV0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0845'0.4 MI SE FROM WEST POINT.
 GV0845'ABOUT 0.15 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0845'WEST POINT, THENCE 0.2 MILE EAST ALONG 7 TH STREET, 163 FEET
 GV0845'NORTH OF THE CENTER LINE OF 7 TH STREET, AT THE ESSO DOCK AND
 GV0845'BULK PLANT, 121 FEET SOUTH OF THE NORTHWEST CORNER POST OF CHAIN
 GV0845'LINK FENCE, 45.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A METAL
 GV0845'WAREHOUSE, 42.5 FEET NORTH OF A CHAIN LINK GATE, 13 FEET NORTH OF
 GV0845'A METAL POLE, 0.9 FOOT EAST OF A CONCRETE CURB AT BOTTOM OF CHAIN
 GV0845'LINK FENCE, 334 FEET WEST OF THE TIDE GAUGE, AND IS A DISK ON
 GV0845'THE TOP OF A COPPER COATED STEEL ROD 2 INCHES BELOW THE LEVEL OF
 GV0845'THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH IS 1 INCH
 GV0845'BELOW THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 GV0845'56 FEET.
 GV0845
 GV0845                          STATION RECOVERY (1978)
 GV0845
 GV0845'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0845'RECOVERED IN GOOD CONDITION.
 GV0845
 GV0845                          STATION RECOVERY (1987)
 GV0845
 GV0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0845'MARK NOT FOUND.
 GV0845
 GV0845                          STATION RECOVERY (1990)
 GV0845
 GV0845'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0845'RECOVERED IN GOOD CONDITION.
 GV0845
 GV0845                          STATION RECOVERY (1999)
 GV0845
 GV0845'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0845'RECOVERED IN GOOD CONDITION.
 GV0845
 GV0845                          STATION RECOVERY (2003)
 GV0845
 GV0845'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV0845'RECOVERED IN GOOD CONDITION.
 GV0845
 GV0845                          STATION RECOVERY (2006)
 GV0845
 GV0845'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0595 ***********************************************************************
 GV0595  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0595  DESIGNATION -  C 457
 GV0595  PID         -  GV0595
 GV0595  STATE/COUNTY-  VA/GLOUCESTER
 GV0595  USGS QUAD   -  YORKTOWN (1994)
 GV0595
 GV0595                         *CURRENT SURVEY CONTROL
 GV0595  ___________________________________________________________________
 GV0595* NAD 83(1986)-  37 14 55.     (N)    076 30 04.     (W)     SCALED    
 GV0595* NAVD 88     -         8.244  (meters)      27.05   (feet)  ADJUSTED  
 GV0595  ___________________________________________________________________
 GV0595  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0595  DYNAMIC HT  -           8.238 (meters)      27.03  (feet)  COMP
 GV0595  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 GV0595
 GV0595  VERT ORDER  -  FIRST     CLASS I
 GV0595
 GV0595.The horizontal coordinates were scaled from a topographic map and have
 GV0595.an estimated accuracy of +/- 6 seconds.
 GV0595
 GV0595.The orthometric height was determined by differential leveling
 GV0595.and adjusted by the National Geodetic Survey in June 1991..
 GV0595
 GV0595.This Tidal Bench Mark is designated as VM 16006
 GV0595.by the Center for Operational Oceanographic Products and Services.
 GV0595
 GV0595.The geoid height was determined by GEOID03.
 GV0595
 GV0595.The dynamic height is computed by dividing the NAVD 88
 GV0595.geopotential number by the normal gravity value computed on the
 GV0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0595.degrees latitude (g = 980.6199 gals.).
 GV0595
 GV0595.The modeled gravity was interpolated from observed gravity values.
 GV0595
 GV0595;                    North         East    Units  Estimated Accuracy
 GV0595;SPC VA S     - 1,103,450.    3,677,320.      MT  (+/- 180 meters Scaled)
 GV0595
 GV0595                          SUPERSEDED SURVEY CONTROL
 GV0595
 GV0595  NGVD 29 (??/??/??)    8.484  (m)           27.83   (f) ADJUSTED    1 1
 GV0595
 GV0595.Superseded values are not recommended for survey control.
 GV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0595.See file dsdata.txt to determine how the superseded data were derived.
 GV0595
 GV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668235(NAD 83)
 GV0595_MARKER: DB = BENCH MARK DISK
 GV0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0595_SP_SET: 120 FEET
 GV0595_STAMPING: C 457 1971
 GV0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0595+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0595
 GV0595  HISTORY     - Date     Condition        Report By
 GV0595  HISTORY     - 1971     MONUMENTED       NGS
 GV0595  HISTORY     - 1987     GOOD             USPSQD
 GV0595  HISTORY     - 1987     GOOD             USPSQD
 GV0595  HISTORY     - 19910527 GOOD             USPSQD
 GV0595  HISTORY     - 19961204 GOOD             USPSQD
 GV0595  HISTORY     - 20020111 GOOD             USPSQD
 GV0595  HISTORY     - 20060214 GOOD             USPSQD
 GV0595
 GV0595                          STATION DESCRIPTION
 GV0595
 GV0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0595'AT GLOUCESTER POINT.
 GV0595'AT GLOUCESTER POINT, ABOUT 0.05 MILE SOUTHEAST ALONG A PAVED
 GV0595'STREET FROM THE POST OFFICE, THENCE 0.2 MILE SOUTHWEST ALONG
 GV0595'STATE ROAD 1208, AT THE VIRGINIA INSTITUTE OF MARINE SCIENCE
 GV0595'BUILDINGS, 134 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 GV0595'80.0 FEET WEST OF THE WEST CORNER OF THE EXHIBIT BUILDING, 50.0
 GV0595'FEET NORTH-NORTHWEST OF THE NORTH CORNER OF BROOKE HALL, 11
 GV0595'FEET SOUTHWEST OF THE SOUTHWEST CONCRETE CURB OF A NARROW DRIVE
 GV0595'THAT LEADS TO A PIER, 10.0 FEET SOUTHEAST OF THE SOUTHEAST
 GV0595'CONCRETE CURB OF A PAVED PARKING AREA, NEAR THE CENTER OF A SMALL
 GV0595'GRASSY AREA WHICH IS BORDERED BY A BRICK SIDEWALK AND A PAVED
 GV0595'DRIVE, 4 FEET NORTH OF A 5-INCH TREE, ABOUT 3 FEET BELOW THE
 GV0595'LEVEL OF THE STATE ROAD, AND ON THE TOP OF A COPPER COATED ROD
 GV0595'THAT IS 4 INCHES BELOW THE GROUND AND IS PROTECTED BY A 5-INCH
 GV0595'IRON PIPE THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 GV0595'THE ROD WAS DRIVEN TO A DEPTH OF 120 FEET.
 GV0595
 GV0595                          STATION RECOVERY (1987)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 1987 (VHF)
 GV0595'RECOVERED IN GOOD CONDITION.
 GV0595
 GV0595                          STATION RECOVERY (1987)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARF)
 GV0595'RECOVERED IN GOOD CONDITION.
 GV0595
 GV0595                          STATION RECOVERY (1991)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0595'RECOVERED IN GOOD CONDITION.
 GV0595
 GV0595                          STATION RECOVERY (1996)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0595'RECOVERED IN GOOD CONDITION.
 GV0595
 GV0595                          STATION RECOVERY (2002)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0595'RECOVERED IN GOOD CONDITION.
 GV0595
 GV0595                          STATION RECOVERY (2006)
 GV0595
 GV0595'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0280 ***********************************************************************
 GV0280  DESIGNATION -  C 458
 GV0280  PID         -  GV0280
 GV0280  STATE/COUNTY-  VA/GLOUCESTER
 GV0280  USGS QUAD   -  WARE NECK (1980)
 GV0280
 GV0280                         *CURRENT SURVEY CONTROL
 GV0280  ___________________________________________________________________
 GV0280* NAD 83(1986)-  37 25 27.     (N)    076 29 10.     (W)     SCALED    
 GV0280* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 GV0280  ___________________________________________________________________
 GV0280  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 GV0280  DYNAMIC HT  -          11.234 (meters)      36.86  (feet)  COMP
 GV0280  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 GV0280
 GV0280  VERT ORDER  -  FIRST     CLASS I
 GV0280
 GV0280.The horizontal coordinates were scaled from a topographic map and have
 GV0280.an estimated accuracy of +/- 6 seconds.
 GV0280
 GV0280.The orthometric height was determined by differential leveling
 GV0280.and adjusted by the National Geodetic Survey in June 1991..
 GV0280
 GV0280.The geoid height was determined by GEOID03.
 GV0280
 GV0280.The dynamic height is computed by dividing the NAVD 88
 GV0280.geopotential number by the normal gravity value computed on the
 GV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0280.degrees latitude (g = 980.6199 gals.).
 GV0280
 GV0280.The modeled gravity was interpolated from observed gravity values.
 GV0280
 GV0280;                    North         East    Units  Estimated Accuracy
 GV0280;SPC VA S     - 1,122,960.    3,678,240.      MT  (+/- 180 meters Scaled)
 GV0280
 GV0280                          SUPERSEDED SURVEY CONTROL
 GV0280
 GV0280  NGVD 29 (??/??/??)   11.481  (m)           37.67   (f) ADJUSTED    1 1
 GV0280
 GV0280.Superseded values are not recommended for survey control.
 GV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0280.See file dsdata.txt to determine how the superseded data were derived.
 GV0280
 GV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG685429(NAD 83)
 GV0280_MARKER: DB = BENCH MARK DISK
 GV0280_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0280+WITH SETTING: INTO GROUND
 GV0280_STAMPING: C 458 1971
 GV0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0280+STABILITY: SURFACE MOTION
 GV0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0280+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0280
 GV0280  HISTORY     - Date     Condition        Report By
 GV0280  HISTORY     - 1971     MONUMENTED       NGS
 GV0280  HISTORY     - 1989     GOOD             USPSQD
 GV0280  HISTORY     - 19970218 GOOD             USPSQD
 GV0280  HISTORY     - 20020111 GOOD             USPSQD
 GV0280  HISTORY     - 20060214 GOOD             USPSQD
 GV0280
 GV0280                          STATION DESCRIPTION
 GV0280
 GV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0280'2.7 MI NE FROM GLOUCESTER.
 GV0280'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0280'OFFICE AT GLOUCESTER, THENCE 2.25 MILES NORTHEAST ALONG STATE
 GV0280'HIGHWAYS 3 AND 14, 70 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GV0280'HIGHWAYS, 28 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE OF
 GV0280'COUNTY ROAD 623 LEADING SOUTHERLY, 75 FEET NORTHEAST OF THE NORTH
 GV0280'CORNER OF THE EUGENE STRIGLE AND SONS BUILDING, 38 FEET WEST OF A
 GV0280'24 INCH OAK TREE, 1 1/2 FEET SOUTHEAST OF POWER LINE POLE NO. 704,
 GV0280'1 FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 GV0280'OF THE HIGHWAYS AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL
 GV0280'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES
 GV0280'BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PLASTIC PIPE
 GV0280'THAT IS FLUSH WITH THE GROUND.
 GV0280
 GV0280                          STATION RECOVERY (1989)
 GV0280
 GV0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0280'RECOVERED IN GOOD CONDITION.
 GV0280
 GV0280                          STATION RECOVERY (1997)
 GV0280
 GV0280'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0280'RECOVERED IN GOOD CONDITION.
 GV0280
 GV0280                          STATION RECOVERY (2002)
 GV0280
 GV0280'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0280'RECOVERED IN GOOD CONDITION.
 GV0280
 GV0280                          STATION RECOVERY (2006)
 GV0280
 GV0280'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0576 ***********************************************************************
 GW0576  DESIGNATION -  C 46
 GW0576  PID         -  GW0576
 GW0576  STATE/COUNTY-  VA/AMHERST
 GW0576  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0576
 GW0576                         *CURRENT SURVEY CONTROL
 GW0576  ___________________________________________________________________
 GW0576* NAD 83(1986)-  37 32 08.     (N)    078 53 34.     (W)     SCALED    
 GW0576* NAVD 88     -       129.460  (meters)     424.74   (feet)  ADJUSTED  
 GW0576  ___________________________________________________________________
 GW0576  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW0576  DYNAMIC HT  -         129.368 (meters)     424.43  (feet)  COMP
 GW0576  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 GW0576
 GW0576  VERT ORDER  -  FIRST     CLASS II
 GW0576
 GW0576.The horizontal coordinates were scaled from a topographic map and have
 GW0576.an estimated accuracy of +/- 6 seconds.
 GW0576
 GW0576.The orthometric height was determined by differential leveling
 GW0576.and adjusted by the National Geodetic Survey in June 1991..
 GW0576
 GW0576.The geoid height was determined by GEOID03.
 GW0576
 GW0576.The dynamic height is computed by dividing the NAVD 88
 GW0576.geopotential number by the normal gravity value computed on the
 GW0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0576.degrees latitude (g = 980.6199 gals.).
 GW0576
 GW0576.The modeled gravity was interpolated from observed gravity values.
 GW0576
 GW0576;                    North         East    Units  Estimated Accuracy
 GW0576;SPC VA S     - 1,133,490.    3,465,290.      MT  (+/- 180 meters Scaled)
 GW0576
 GW0576                          SUPERSEDED SURVEY CONTROL
 GW0576
 GW0576  NGVD 29 (??/??/92)  129.704  (m)          425.54   (f) ADJ UNCH    1 2
 GW0576
 GW0576.Superseded values are not recommended for survey control.
 GW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0576.See file dsdata.txt to determine how the superseded data were derived.
 GW0576
 GW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB861563(NAD 83)
 GW0576_MARKER: DD = SURVEY DISK
 GW0576_SETTING: 66 = SET IN ROCK OUTCROP
 GW0576_SP_SET: ROCK OUTCROP
 GW0576_STAMPING: 425.524 C 46 1926
 GW0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0576+STABILITY: POSITION/ELEVATION WELL
 GW0576
 GW0576  HISTORY     - Date     Condition        Report By
 GW0576  HISTORY     - 1926     MONUMENTED       USGS
 GW0576  HISTORY     - 1944     GOOD             NGS
 GW0576
 GW0576                          STATION DESCRIPTION
 GW0576
 GW0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0576'1.7 MI SW FROM ALLENS CREEK.
 GW0576'1.7 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0576'ALLENS CREEK, 70 FEET NORTH OF MILEPOST 122, 184 FEET EAST OF THE
 GW0576'LINE OF THE EAST END OF A STONE HOUSE, 44 FEET NORTH OF THE NORTH
 GW0576'RAIL, IN A SHELF IN A ROCK OUTCROP, AND 1.5 FEET ABOVE THE GROUND.
 GW0576'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 425.524 C 46 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0045 ***********************************************************************
 GV0045  DESIGNATION -  C 460
 GV0045  PID         -  GV0045
 GV0045  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0045  USGS QUAD   -  LANCASTER (1968)
 GV0045
 GV0045                         *CURRENT SURVEY CONTROL
 GV0045  ___________________________________________________________________
 GV0045* NAD 83(1986)-  37 48 27.     (N)    076 22 46.     (W)     SCALED    
 GV0045* NAVD 88     -        26.917  (meters)      88.31   (feet)  ADJUSTED  
 GV0045  ___________________________________________________________________
 GV0045  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 GV0045  DYNAMIC HT  -          26.899 (meters)      88.25  (feet)  COMP
 GV0045  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 GV0045
 GV0045  VERT ORDER  -  FIRST     CLASS I
 GV0045
 GV0045.The horizontal coordinates were scaled from a topographic map and have
 GV0045.an estimated accuracy of +/- 6 seconds.
 GV0045
 GV0045.The orthometric height was determined by differential leveling
 GV0045.and adjusted by the National Geodetic Survey in June 1991..
 GV0045
 GV0045.The geoid height was determined by GEOID03.
 GV0045
 GV0045.The dynamic height is computed by dividing the NAVD 88
 GV0045.geopotential number by the normal gravity value computed on the
 GV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0045.degrees latitude (g = 980.6199 gals.).
 GV0045
 GV0045.The modeled gravity was interpolated from observed gravity values.
 GV0045
 GV0045;                    North         East    Units  Estimated Accuracy
 GV0045;SPC VA S     - 1,165,700.    3,686,720.      MT  (+/- 180 meters Scaled)
 GV0045
 GV0045                          SUPERSEDED SURVEY CONTROL
 GV0045
 GV0045  NGVD 29 (??/??/??)   27.160  (m)           89.11   (f) ADJUSTED    1 1
 GV0045
 GV0045.Superseded values are not recommended for survey control.
 GV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0045.See file dsdata.txt to determine how the superseded data were derived.
 GV0045
 GV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG785853(NAD 83)
 GV0045_MARKER: DB = BENCH MARK DISK
 GV0045_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0045+WITH SETTING: INTO GROUND
 GV0045_STAMPING: C 460 1971
 GV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0045+STABILITY: SURFACE MOTION
 GV0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0045+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0045
 GV0045  HISTORY     - Date     Condition        Report By
 GV0045  HISTORY     - 1971     MONUMENTED       NGS
 GV0045  HISTORY     - 1987     GOOD             USPSQD
 GV0045  HISTORY     - 19910614 GOOD             USPSQD
 GV0045  HISTORY     - 19940501 GOOD             USPSQD
 GV0045  HISTORY     - 20020307 GOOD             USPSQD
 GV0045  HISTORY     - 20051026 GOOD             USPSQD
 GV0045
 GV0045                          STATION DESCRIPTION
 GV0045
 GV0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0045'0.5 MI S FROM WICOMICO CHURCH.
 GV0045'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 200 FROM THE JUNCTION OF
 GV0045'COUNTY ROAD 609 AT WICOMICO CHURCH, ACROSS THE HIGHWAY FROM A
 GV0045'2-STORY FRAME HOUSE, 24 FEET WEST OF THE CENTER LINE OF THE
 GV0045'HIGHWAY, 1.8 FEET NORTH OF A METAL WITNESS SIGN WHICH IS NAILED
 GV0045'ON A POWER POLE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 GV0045'AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 GV0045'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES BELOW THE
 GV0045'SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE
 GV0045'THAT IS LEVEL WITH THE GROUND.
 GV0045
 GV0045                          STATION RECOVERY (1987)
 GV0045
 GV0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0045'RECOVERED IN GOOD CONDITION.
 GV0045
 GV0045                          STATION RECOVERY (1991)
 GV0045
 GV0045'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0045'RECOVERED IN GOOD CONDITION.
 GV0045
 GV0045                          STATION RECOVERY (1994)
 GV0045
 GV0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0045'RECOVERED IN GOOD CONDITION.
 GV0045
 GV0045                          STATION RECOVERY (2002)
 GV0045
 GV0045'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0045'RECOVERED IN GOOD CONDITION.
 GV0045
 GV0045                          STATION RECOVERY (2005)
 GV0045
 GV0045'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0045'POWER POLE HAS BEEN REPLACED AND WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0963 ***********************************************************************
 GV0963  DESIGNATION -  C 461
 GV0963  PID         -  GV0963
 GV0963  STATE/COUNTY-  VA/ESSEX
 GV0963  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0963
 GV0963                         *CURRENT SURVEY CONTROL
 GV0963  ___________________________________________________________________
 GV0963* NAD 83(1986)-  37 55 49.     (N)    076 51 25.     (W)     SCALED    
 GV0963* NAVD 88     -         1.363  (meters)       4.47   (feet)  ADJUSTED  
 GV0963  ___________________________________________________________________
 GV0963  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 GV0963  DYNAMIC HT  -           1.362 (meters)       4.47  (feet)  COMP
 GV0963  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 GV0963
 GV0963  VERT ORDER  -  FIRST     CLASS I
 GV0963
 GV0963.The horizontal coordinates were scaled from a topographic map and have
 GV0963.an estimated accuracy of +/- 6 seconds.
 GV0963
 GV0963.The orthometric height was determined by differential leveling
 GV0963.and adjusted by the National Geodetic Survey in June 1991..
 GV0963
 GV0963.The geoid height was determined by GEOID03.
 GV0963
 GV0963.The dynamic height is computed by dividing the NAVD 88
 GV0963.geopotential number by the normal gravity value computed on the
 GV0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0963.degrees latitude (g = 980.6199 gals.).
 GV0963
 GV0963.The modeled gravity was interpolated from observed gravity values.
 GV0963
 GV0963;                    North         East    Units  Estimated Accuracy
 GV0963;SPC VA S     - 1,178,480.    3,644,440.      MT  (+/- 180 meters Scaled)
 GV0963
 GV0963                          SUPERSEDED SURVEY CONTROL
 GV0963
 GV0963  NGVD 29 (??/??/??)    1.609  (m)            5.28   (f) ADJUSTED    1 1
 GV0963
 GV0963.Superseded values are not recommended for survey control.
 GV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0963.See file dsdata.txt to determine how the superseded data were derived.
 GV0963
 GV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG368997(NAD 83)
 GV0963_MARKER: DB = BENCH MARK DISK
 GV0963_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0963_SP_SET: 48 FEET
 GV0963_STAMPING: C 461 1971
 GV0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0963
 GV0963  HISTORY     - Date     Condition        Report By
 GV0963  HISTORY     - 1971     MONUMENTED       NGS
 GV0963  HISTORY     - 1987     GOOD             USPSQD
 GV0963  HISTORY     - 1989     POOR             USPSQD
 GV0963  HISTORY     - 19950319 POOR             USPSQD
 GV0963  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0963  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0963
 GV0963                          STATION DESCRIPTION
 GV0963
 GV0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0963'AT TAPPAHANNOCK.
 GV0963'AT TAPPAHANNOCK, ABOUT 0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 360
 GV0963'FROM THE JUNCTION OF U.S. HIGHWAY 17, BELOW AND NEAR THE SOUTHWEST
 GV0963'END OF THE HIGHWAY BRIDGE OVER THE RAPPAHANNOCK RIVER, 31 1/2
 GV0963'FEET NORTHEAST OF THE CENTER LINE OF A PAVED STREET WHICH PASSES
 GV0963'BELOW THE BRIDGE, 11.5 FEET NORTH OF THE NORTH CORNER OF A
 GV0963'CONCRETE PILLAR FOR THE BRIDGE, 2.0 FEET NORTHWEST OF THE WEST
 GV0963'CORNER OF A SMALL CONCRETE BLOCK BUILDING, 140 1/2 FEET NORTH OF
 GV0963'TIDAL 5, 0.3 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 GV0963'ABOVE THE LEVEL OF THE STREET, AND ON THE TOP OF A COPPER COATED
 GV0963'ROD WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED
 GV0963'BY A 4-INCH ORANGEBURG PIPE THAT IS LEVEL WITH THE GROUND.  THE
 GV0963'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 GV0963
 GV0963                          STATION RECOVERY (1987)
 GV0963
 GV0963'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC)
 GV0963'RECOVERED IN GOOD CONDITION.
 GV0963
 GV0963                          STATION RECOVERY (1989)
 GV0963
 GV0963'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0963'MARK RECOVERED IN POOR CONDITION.
 GV0963
 GV0963                          STATION RECOVERY (1995)
 GV0963
 GV0963'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0963'MARK RECOVERED IN POOR CONDITION.
 GV0963
 GV0963                          STATION RECOVERY (1999)
 GV0963
 GV0963'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0963'MARK NOT FOUND.
 GV0963
 GV0963                          STATION RECOVERY (2004)
 GV0963
 GV0963'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2974 ***********************************************************************
 HV2974  DESIGNATION -  C 462
 HV2974  PID         -  HV2974
 HV2974  STATE/COUNTY-  VA/KING GEORGE
 HV2974  USGS QUAD   -  KING GEORGE (1982)
 HV2974
 HV2974                         *CURRENT SURVEY CONTROL
 HV2974  ___________________________________________________________________
 HV2974* NAD 83(1986)-  38 16 55.     (N)    077 07 30.     (W)     SCALED    
 HV2974* NAVD 88     -        45.229  (meters)     148.39   (feet)  ADJUSTED  
 HV2974  ___________________________________________________________________
 HV2974  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HV2974  DYNAMIC HT  -          45.200 (meters)     148.29  (feet)  COMP
 HV2974  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 HV2974
 HV2974  VERT ORDER  -  FIRST     CLASS II
 HV2974
 HV2974.The horizontal coordinates were scaled from a topographic map and have
 HV2974.an estimated accuracy of +/- 6 seconds.
 HV2974
 HV2974.The orthometric height was determined by differential leveling
 HV2974.and adjusted by the National Geodetic Survey in June 1991..
 HV2974
 HV2974.The geoid height was determined by GEOID03.
 HV2974
 HV2974.The dynamic height is computed by dividing the NAVD 88
 HV2974.geopotential number by the normal gravity value computed on the
 HV2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2974.degrees latitude (g = 980.6199 gals.).
 HV2974
 HV2974.The modeled gravity was interpolated from observed gravity values.
 HV2974
 HV2974;                    North         East    Units  Estimated Accuracy
 HV2974;SPC VA N     - 2,069,200.    3,620,300.      MT  (+/- 180 meters Scaled)
 HV2974
 HV2974                          SUPERSEDED SURVEY CONTROL
 HV2974
 HV2974  NGVD 29 (??/??/??)   45.468  (m)          149.17   (f) ADJUSTED    1 2
 HV2974
 HV2974.Superseded values are not recommended for survey control.
 HV2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2974.See file dsdata.txt to determine how the superseded data were derived.
 HV2974
 HV2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH141392(NAD 83)
 HV2974_MARKER: DB = BENCH MARK DISK
 HV2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2974_STAMPING: C 462 1971
 HV2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2974+STABILITY: SURFACE MOTION
 HV2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2974+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 HV2974
 HV2974  HISTORY     - Date     Condition        Report By
 HV2974  HISTORY     - 1971     MONUMENTED       NGS
 HV2974  HISTORY     - 19981202 GOOD             USPSQD
 HV2974  HISTORY     - 20040107 GOOD             USPSQD
 HV2974
 HV2974                          STATION DESCRIPTION
 HV2974
 HV2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2974'6 MI NE FROM KING GEORGE.
 HV2974'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2974'COURTHOUSE AT KING GEORGE, THENCE 3.5 MILES NORTHEAST ALONG
 HV2974'U.S. HIGHWAY 301, 187 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 HV2974'HIGHWAY 699, 69.5 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 HV2974'LANE OF THE U.S. HIGHWAY, AT THE NORTHEAST END OF A CUT BANK,
 HV2974'84 FEET SOUTHWEST OF UNDERGROUND CABLE MARK NO. T 10 -ST, 1.5
 HV2974'FEET SOUTHEAST OF A METAL WITNESS POST, 6 1/2 FEET ABOVE THE
 HV2974'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 HV2974
 HV2974                          STATION RECOVERY (1998)
 HV2974
 HV2974'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2974'RECOVERED IN GOOD CONDITION.
 HV2974
 HV2974                          STATION RECOVERY (2004)
 HV2974
 HV2974'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2877 ***********************************************************************
 HV2877  DESIGNATION -  C 463
 HV2877  PID         -  HV2877
 HV2877  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2877  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2877
 HV2877                         *CURRENT SURVEY CONTROL
 HV2877  ___________________________________________________________________
 HV2877* NAD 83(1986)-  38 16 05.     (N)    077 26 53.     (W)     SCALED    
 HV2877* NAVD 88     -        24.748  (meters)      81.19   (feet)  ADJUSTED  
 HV2877  ___________________________________________________________________
 HV2877  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2877  DYNAMIC HT  -          24.733 (meters)      81.14  (feet)  COMP
 HV2877  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 HV2877
 HV2877  VERT ORDER  -  FIRST     CLASS I
 HV2877
 HV2877.This mark is at Shannon Airport (EZF)
 HV2877
 HV2877.The horizontal coordinates were scaled from a topographic map and have
 HV2877.an estimated accuracy of +/- 6 seconds.
 HV2877
 HV2877.The orthometric height was determined by differential leveling
 HV2877.and adjusted by the National Geodetic Survey in June 1991..
 HV2877
 HV2877.The geoid height was determined by GEOID03.
 HV2877
 HV2877.The dynamic height is computed by dividing the NAVD 88
 HV2877.geopotential number by the normal gravity value computed on the
 HV2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2877.degrees latitude (g = 980.6199 gals.).
 HV2877
 HV2877.The modeled gravity was interpolated from observed gravity values.
 HV2877
 HV2877;                    North         East    Units  Estimated Accuracy
 HV2877;SPC VA N     - 2,067,280.    3,592,050.      MT  (+/- 180 meters Scaled)
 HV2877
 HV2877                          SUPERSEDED SURVEY CONTROL
 HV2877
 HV2877  NGVD 29 (??/??/??)   24.995  (m)           82.00   (f) ADJUSTED    1 1
 HV2877
 HV2877.Superseded values are not recommended for survey control.
 HV2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2877.See file dsdata.txt to determine how the superseded data were derived.
 HV2877
 HV2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH858383(NAD 83)
 HV2877_MARKER: DB = BENCH MARK DISK
 HV2877_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HV2877+WITH SETTING: INTO GROUND
 HV2877_STAMPING: C 463 1971
 HV2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2877+STABILITY: SURFACE MOTION
 HV2877
 HV2877  HISTORY     - Date     Condition        Report By
 HV2877  HISTORY     - 1971     MONUMENTED       NGS
 HV2877  HISTORY     - 1972     GOOD             NGS
 HV2877  HISTORY     - 1978     GOOD             DMA
 HV2877  HISTORY     - 1984     GOOD             NGS
 HV2877  HISTORY     - 19950219 GOOD             USPSQD
 HV2877  HISTORY     - 19981103 GOOD             USPSQD
 HV2877
 HV2877                          STATION DESCRIPTION
 HV2877
 HV2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2877'2.5 MI S FROM FREDERICKSBURG.
 HV2877'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY 2
 HV2877'FROM THE POST OFFICE AT FREDERICKSBURG, THENCE 0.2 MILE SOUTHWEST
 HV2877'ALONG A PAVED ROAD TO THE SHANNON AIRPORT, 159 FEET NORTHWEST OF
 HV2877'THE WEST CORNER OF THE OFFICE BUILDING FOR THE AIRPORT, 99 FEET
 HV2877'SOUTHWEST OF THE WEST CORNER OF A LARGE METAL HANGAR, 94 FEET
 HV2877'SOUTHEAST OF A PAVED DRIVEWAY LEADING TO THE AIRPORT, 6.4 FEET
 HV2877'WEST OF THE WEST LEG OF A STEEL TOWER FOR A BEACON LIGHT, 1.6 FEET
 HV2877'SOUTH OF THE PIPE CORNER FENCE POST IN A CHAIN LINK FENCE, 1.2
 HV2877'FEET SOUTHWEST OF THE CHAIN LINK FENCE, ABOUT LEVEL WITH THE
 HV2877'DRIVEWAY, AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT
 HV2877'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES BELOW
 HV2877'THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PIPE THAT IS
 HV2877'FLUSH WITH THE GROUND.
 HV2877
 HV2877                          STATION RECOVERY (1978)
 HV2877
 HV2877'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2877'RECOVERED IN GOOD CONDITION.
 HV2877
 HV2877                          STATION RECOVERY (1984)
 HV2877
 HV2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2877'RECOVERED IN GOOD CONDITION.
 HV2877
 HV2877                          STATION RECOVERY (1995)
 HV2877
 HV2877'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2877'RECOVERED IN GOOD CONDITION.
 HV2877
 HV2877                          STATION RECOVERY (1998)
 HV2877
 HV2877'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2847 ***********************************************************************
 HV2847  DESIGNATION -  C 464
 HV2847  PID         -  HV2847
 HV2847  STATE/COUNTY-  VA/STAFFORD
 HV2847  USGS QUAD   -  WIDEWATER (1978)
 HV2847
 HV2847                         *CURRENT SURVEY CONTROL
 HV2847  ___________________________________________________________________
 HV2847* NAD 83(1986)-  38 26 52.     (N)    077 19 43.     (W)     SCALED    
 HV2847* NAVD 88     -        10.724  (meters)      35.18   (feet)  ADJUSTED  
 HV2847  ___________________________________________________________________
 HV2847  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2847  DYNAMIC HT  -          10.718 (meters)      35.16  (feet)  COMP
 HV2847  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 HV2847  OBS GRAVITY -     980,035.0   (mgal)                       GRAV_OBS
 HV2847
 HV2847  VERT ORDER  -  FIRST     CLASS I
 HV2847
 HV2847.The horizontal coordinates were scaled from a topographic map and have
 HV2847.an estimated accuracy of +/- 6 seconds.
 HV2847
 HV2847.The orthometric height was determined by differential leveling
 HV2847.and adjusted by the National Geodetic Survey in June 1991..
 HV2847
 HV2847.The geoid height was determined by GEOID03.
 HV2847
 HV2847.The dynamic height is computed by dividing the NAVD 88
 HV2847.geopotential number by the normal gravity value computed on the
 HV2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2847.degrees latitude (g = 980.6199 gals.).
 HV2847
 HV2847.The modeled gravity was interpolated from observed gravity values.
 HV2847.The observed gravity was obtained from relative gravimeter ties
 HV2847.to the IGSN71 gravity network.
 HV2847
 HV2847;                    North         East    Units  Estimated Accuracy
 HV2847;SPC VA N     - 2,087,350.    3,602,250.      MT  (+/- 180 meters Scaled)
 HV2847
 HV2847                          SUPERSEDED SURVEY CONTROL
 HV2847
 HV2847  NGVD 29 (??/??/??)   10.970  (m)           35.99   (f) ADJUSTED    1 1
 HV2847
 HV2847.Superseded values are not recommended for survey control.
 HV2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2847.See file dsdata.txt to determine how the superseded data were derived.
 HV2847
 HV2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH967580(NAD 83)
 HV2847_MARKER: DB = BENCH MARK DISK
 HV2847_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HV2847_SP_SET: 38 FEET
 HV2847_STAMPING: C 464 1971
 HV2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2847
 HV2847  HISTORY     - Date     Condition        Report By
 HV2847  HISTORY     - 1971     MONUMENTED       NGS
 HV2847  HISTORY     - 1978     GOOD             DMA
 HV2847  HISTORY     - 20030415 POOR             GEOMET
 HV2847
 HV2847                          STATION DESCRIPTION
 HV2847
 HV2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2847'5.6 MI SW FROM QUANTICO.
 HV2847'ABOUT 5.55 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2847'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, ON THE
 HV2847'OUTSIDE OF A LONG CURVE IN THE TRACKS, 95 FEET SOUTH OF THE
 HV2847'CENTER OF THE CROSSING OF A PRIVATE ROAD, 43 1/2 FEET SOUTHEAST
 HV2847'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 145 FEET SOUTHWEST
 HV2847'OF A GAS LINE MARKER, 0.6 FOOT NORTHWEST OF A METAL WITNESS
 HV2847'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACKS, AND ON THE
 HV2847'TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE
 HV2847'OF THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE WHICH
 HV2847'PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 38 FEET.
 HV2847
 HV2847                          STATION RECOVERY (1978)
 HV2847
 HV2847'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2847'RECOVERED IN GOOD CONDITION.
 HV2847
 HV2847                          STATION RECOVERY (2003)
 HV2847
 HV2847'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 HV2847'FOUND BENT COPPER ROD IN PIPE.  NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1636 ***********************************************************************
 HV1636  DESIGNATION -  C 465
 HV1636  PID         -  HV1636
 HV1636  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1636  USGS QUAD   -  ALEXANDRIA (1994)
 HV1636
 HV1636                         *CURRENT SURVEY CONTROL
 HV1636  ___________________________________________________________________
 HV1636* NAD 83(1986)-  38 48 19.     (N)    077 05 52.     (W)     SCALED    
 HV1636* NAVD 88     -        11.603  (meters)      38.07   (feet)  ADJUSTED  
 HV1636  ___________________________________________________________________
 HV1636  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1636  DYNAMIC HT  -          11.597 (meters)      38.05  (feet)  COMP
 HV1636  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 HV1636
 HV1636  VERT ORDER  -  FIRST     CLASS I
 HV1636
 HV1636.The horizontal coordinates were scaled from a topographic map and have
 HV1636.an estimated accuracy of +/- 6 seconds.
 HV1636
 HV1636.The orthometric height was determined by differential leveling
 HV1636.and adjusted by the National Geodetic Survey in June 1991..
 HV1636
 HV1636.The geoid height was determined by GEOID03.
 HV1636
 HV1636.The dynamic height is computed by dividing the NAVD 88
 HV1636.geopotential number by the normal gravity value computed on the
 HV1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1636.degrees latitude (g = 980.6199 gals.).
 HV1636
 HV1636.The modeled gravity was interpolated from observed gravity values.
 HV1636
 HV1636;                    North         East    Units  Estimated Accuracy
 HV1636;SPC VA N     - 2,127,320.    3,621,790.      MT  (+/- 180 meters Scaled)
 HV1636
 HV1636                          SUPERSEDED SURVEY CONTROL
 HV1636
 HV1636  NGVD 29 (??/??/??)   11.844  (m)           38.86   (f) ADJUSTED    1 1
 HV1636
 HV1636.Superseded values are not recommended for survey control.
 HV1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1636.See file dsdata.txt to determine how the superseded data were derived.
 HV1636
 HV1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH178972(NAD 83)
 HV1636_MARKER: DB = BENCH MARK DISK
 HV1636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HV1636_SP_SET: 32 FEET
 HV1636_STAMPING: C 465 1971
 HV1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1636
 HV1636  HISTORY     - Date     Condition        Report By
 HV1636  HISTORY     - 1971     MONUMENTED       NGS
 HV1636  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV1636  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1636
 HV1636                          STATION DESCRIPTION
 HV1636
 HV1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1636'AT ALEXANDRIA.
 HV1636'AT ALEXANDRIA, ABOUT 1.9 MILES WEST ALONG THE RICHMOND,
 HV1636'FREDERICKSBURG AND POTOMAC RAILROAD FROM THE STATION, ABOUT 0.1
 HV1636'MILE SOUTH OF THE RICHMOND, FREDERICKSBURG AND POTOMAC RAILROAD
 HV1636'AND 45 FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY OF 4
 HV1636'SOUTHERN RAILROAD TRACKS, 102 YARDS EAST OF THE EAST END OF A
 HV1636'SMALL TRESTLE OVER A CREEK, 91.3 FEET SOUTHWEST OF SEMAPHORE
 HV1636'NUMBER 103 WHICH IS LOCATED BETWEEN THE TRACKS, 6 FEET NORTH OF
 HV1636'POWER POLE NUMBER JBC83, 0.5 FOOT SOUTH OF A METAL WITNESS POST,
 HV1636'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 HV1636'COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE OF THE GROUND
 HV1636'AND IS PROTECTED BY A 6-INCH PIPE WHICH PROJECTS 1 INCH.  THE
 HV1636'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET.
 HV1636
 HV1636                          STATION RECOVERY (1978)
 HV1636
 HV1636'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1636'NOTE-- NEW ROAD BUILT EITHER DESTROYED OR COVERED UP WITH
 HV1636'DIRT.
 HV1636
 HV1636                          STATION RECOVERY (1996)
 HV1636
 HV1636'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0524 ***********************************************************************
 FW0524  DESIGNATION -  C 466
 FW0524  PID         -  FW0524
 FW0524  STATE/COUNTY-  VA/ACCOMACK
 FW0524  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0524
 FW0524                         *CURRENT SURVEY CONTROL
 FW0524  ___________________________________________________________________
 FW0524* NAD 83(1986)-  37 56 25.     (N)    075 18 53.     (W)     SCALED    
 FW0524* NAVD 88     -         1.610  (meters)       5.28   (feet)  ADJUSTED  
 FW0524  ___________________________________________________________________
 FW0524  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0524  DYNAMIC HT  -           1.609 (meters)       5.28  (feet)  COMP
 FW0524  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 FW0524
 FW0524  VERT ORDER  -  SECOND    CLASS I
 FW0524
 FW0524.The horizontal coordinates were scaled from a topographic map and have
 FW0524.an estimated accuracy of +/- 6 seconds.
 FW0524
 FW0524.The orthometric height was determined by differential leveling
 FW0524.and adjusted by the National Geodetic Survey in June 1991..
 FW0524
 FW0524.The geoid height was determined by GEOID03.
 FW0524
 FW0524.The dynamic height is computed by dividing the NAVD 88
 FW0524.geopotential number by the normal gravity value computed on the
 FW0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0524.degrees latitude (g = 980.6199 gals.).
 FW0524
 FW0524.The modeled gravity was interpolated from observed gravity values.
 FW0524
 FW0524;                    North         East    Units  Estimated Accuracy
 FW0524;SPC VA S     - 1,183,060.    3,779,940.      MT  (+/- 180 meters Scaled)
 FW0524
 FW0524                          SUPERSEDED SURVEY CONTROL
 FW0524
 FW0524  NGVD 29 (??/??/??)    1.856  (m)            6.09   (f) ADJUSTED    2 1
 FW0524
 FW0524.Superseded values are not recommended for survey control.
 FW0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0524.See file dsdata.txt to determine how the superseded data were derived.
 FW0524
 FW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG723992(NAD 83)
 FW0524_MARKER: DB = BENCH MARK DISK
 FW0524_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FW0524+WITH SETTING: INTO GROUND
 FW0524_SP_SET: METAL ROD WITH BASE PLATE
 FW0524_STAMPING: C 466 1977
 FW0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0524+STABILITY: SURFACE MOTION
 FW0524
 FW0524  HISTORY     - Date     Condition        Report By
 FW0524  HISTORY     - 1977     MONUMENTED       NGS
 FW0524  HISTORY     - 20031015 MARK NOT FOUND   USPSQD
 FW0524
 FW0524                          STATION DESCRIPTION
 FW0524
 FW0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0524'IN ASSATEAGUE ISLAND.
 FW0524'3.5 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE SERVICE
 FW0524'MAINTENANCE YARD ON ASSATEAGUE ISLAND, 17 FEET SOUTHEAST OF THE
 FW0524'CENTERLINE OF THE ROAD, 7 FEET WEST OF THE POST AT THE NORTHWEST
 FW0524'END OF A WALK AROUND, AND 3 FEET SOUTHWEST OF A BARBED WIRE FENCE.
 FW0524
 FW0524                          STATION RECOVERY (2003)
 FW0524
 FW0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2239 ***********************************************************************
 FX2239  DESIGNATION -  C 468
 FX2239  PID         -  FX2239
 FX2239  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX2239  USGS QUAD   -  HOLLAND (1986)
 FX2239
 FX2239                         *CURRENT SURVEY CONTROL
 FX2239  ___________________________________________________________________
 FX2239* NAD 83(1986)-  36 43 08.     (N)    076 47 50.     (W)     SCALED    
 FX2239* NAVD 88     -        23.736  (meters)      77.87   (feet)  ADJUSTED  
 FX2239  ___________________________________________________________________
 FX2239  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 FX2239  DYNAMIC HT  -          23.718 (meters)      77.81  (feet)  COMP
 FX2239  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 FX2239
 FX2239  VERT ORDER  -  FIRST     CLASS II
 FX2239
 FX2239.The horizontal coordinates were scaled from a topographic map and have
 FX2239.an estimated accuracy of +/- 6 seconds.
 FX2239
 FX2239.The orthometric height was determined by differential leveling
 FX2239.and adjusted by the National Geodetic Survey in June 1991..
 FX2239
 FX2239.The geoid height was determined by GEOID03.
 FX2239
 FX2239.The dynamic height is computed by dividing the NAVD 88
 FX2239.geopotential number by the normal gravity value computed on the
 FX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2239.degrees latitude (g = 980.6199 gals.).
 FX2239
 FX2239.The modeled gravity was interpolated from observed gravity values.
 FX2239
 FX2239;                    North         East    Units  Estimated Accuracy
 FX2239;SPC VA S     - 1,044,160.    3,652,120.      MT  (+/- 180 meters Scaled)
 FX2239
 FX2239                          SUPERSEDED SURVEY CONTROL
 FX2239
 FX2239.No superseded survey control is available for this station.
 FX2239
 FX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF394651(NAD 83)
 FX2239_MARKER: DB = BENCH MARK DISK
 FX2239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2239_SP_SET: STAINLESS STEEL ROD
 FX2239_STAMPING: C 468 1978
 FX2239_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2239_ROD/PIPE-DEPTH: 5.49 meters
 FX2239
 FX2239  HISTORY     - Date     Condition        Report By
 FX2239  HISTORY     - 1978     MONUMENTED       NGS
 FX2239
 FX2239                          STATION DESCRIPTION
 FX2239
 FX2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2239'2.0 MI EAST FROM CARRSVILLE.
 FX2239'ABOUT 2.0 MILES EAST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 FX2239'OVERPASS OF U.S. HIGHWAY 58 OVER THE TRACKS IN CARRSVILLE, 0.3 MILE
 FX2239'EAST OF MILE POST 30, 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FX2239'CULTIVATED FIELD, 37 FEET NORTH OF THE NORTH EDGE OF THE WOODS, 23
 FX2239'FEET NORTHWEST OF THE CENTER OF A FIELD AND WOODS ROAD, 15.5 FEET
 FX2239'SOUTH OF THE SOUTH RAIL.
 FX2239'THE MARK IS 3 FT  N FROM A WITNESS POST.
 FX2239'THE MARK IS 2 FT ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2268 ***********************************************************************
 FX2268  DESIGNATION -  C 469
 FX2268  PID         -  FX2268
 FX2268  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2268  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX2268
 FX2268                         *CURRENT SURVEY CONTROL
 FX2268  ___________________________________________________________________
 FX2268* NAD 83(1986)-  36 33 47.     (N)    077 15 51.     (W)     SCALED    
 FX2268* NAVD 88     -        13.577  (meters)      44.54   (feet)  ADJUSTED  
 FX2268  ___________________________________________________________________
 FX2268  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 FX2268  DYNAMIC HT  -          13.567 (meters)      44.51  (feet)  COMP
 FX2268  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 FX2268
 FX2268  VERT ORDER  -  FIRST     CLASS II
 FX2268
 FX2268.The horizontal coordinates were scaled from a topographic map and have
 FX2268.an estimated accuracy of +/- 6 seconds.
 FX2268
 FX2268.The orthometric height was determined by differential leveling
 FX2268.and adjusted by the National Geodetic Survey in June 1991..
 FX2268
 FX2268.The geoid height was determined by GEOID03.
 FX2268
 FX2268.The dynamic height is computed by dividing the NAVD 88
 FX2268.geopotential number by the normal gravity value computed on the
 FX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2268.degrees latitude (g = 980.6199 gals.).
 FX2268
 FX2268.The modeled gravity was interpolated from observed gravity values.
 FX2268
 FX2268;                    North         East    Units  Estimated Accuracy
 FX2268;SPC VA S     - 1,026,220.    3,610,630.      MT  (+/- 180 meters Scaled)
 FX2268
 FX2268                          SUPERSEDED SURVEY CONTROL
 FX2268
 FX2268.No superseded survey control is available for this station.
 FX2268
 FX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF973487(NAD 83)
 FX2268_MARKER: DB = BENCH MARK DISK
 FX2268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2268_SP_SET: STAINLESS STEEL ROD
 FX2268_STAMPING: C 469 1978
 FX2268_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2268_ROD/PIPE-DEPTH: 4.88 meters
 FX2268
 FX2268  HISTORY     - Date     Condition        Report By
 FX2268  HISTORY     - 1978     MONUMENTED       NGS
 FX2268
 FX2268                          STATION DESCRIPTION
 FX2268
 FX2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2268'1.0 MI SW FROM BRANCHVILLE.
 FX2268'ABOUT 1.0 MILES SOUTHWEST ALONG STATE HIGHWAY 186, FROM ITS JUNC-
 FX2268'INCH OAK TREE, 27 FEET SOUTHWEST OF THE CENTERLINE OF A WOODS ROAD,
 FX2268'AND 25 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FX2268'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0573 ***********************************************************************
 GW0573  DESIGNATION -  C 47
 GW0573  PID         -  GW0573
 GW0573  STATE/COUNTY-  VA/AMHERST
 GW0573  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW0573
 GW0573                         *CURRENT SURVEY CONTROL
 GW0573  ___________________________________________________________________
 GW0573* NAD 83(1986)-  37 30 18.     (N)    078 54 53.     (W)     SCALED    
 GW0573* NAVD 88     -       129.200  (meters)     423.88   (feet)  ADJUSTED  
 GW0573  ___________________________________________________________________
 GW0573  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW0573  DYNAMIC HT  -         129.105 (meters)     423.57  (feet)  COMP
 GW0573  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 GW0573
 GW0573  VERT ORDER  -  FIRST     CLASS II
 GW0573
 GW0573.The horizontal coordinates were scaled from a topographic map and have
 GW0573.an estimated accuracy of +/- 6 seconds.
 GW0573
 GW0573.The orthometric height was determined by differential leveling
 GW0573.and adjusted by the National Geodetic Survey in June 1991..
 GW0573
 GW0573.The geoid height was determined by GEOID03.
 GW0573
 GW0573.The dynamic height is computed by dividing the NAVD 88
 GW0573.geopotential number by the normal gravity value computed on the
 GW0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0573.degrees latitude (g = 980.6199 gals.).
 GW0573
 GW0573.The modeled gravity was interpolated from observed gravity values.
 GW0573
 GW0573;                    North         East    Units  Estimated Accuracy
 GW0573;SPC VA S     - 1,130,110.    3,463,330.      MT  (+/- 180 meters Scaled)
 GW0573
 GW0573                          SUPERSEDED SURVEY CONTROL
 GW0573
 GW0573  NGVD 29 (??/??/92)  129.440  (m)          424.67   (f) ADJ UNCH    1 2
 GW0573
 GW0573.Superseded values are not recommended for survey control.
 GW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0573.See file dsdata.txt to determine how the superseded data were derived.
 GW0573
 GW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB843529(NAD 83)
 GW0573_MARKER: DD = SURVEY DISK
 GW0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0573_SP_SET: CULVERT
 GW0573_STAMPING: 1926 C 47
 GW0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0573
 GW0573  HISTORY     - Date     Condition        Report By
 GW0573  HISTORY     - 1926     MONUMENTED       USGS
 GW0573  HISTORY     - 1934     GOOD             NGS
 GW0573
 GW0573                          STATION DESCRIPTION
 GW0573
 GW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0573'1.9 MI SW FROM RIVERVILLE.
 GW0573'1.9 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0573'THE STATION AT RIVERVILLE, 560 FEET EAST AND 85 FEET NORTH OF
 GW0573'MILEPOST 125, 70 FEET NORTH OF THE TRACK, AT A STONE-ARCH CULVERT
 GW0573'UNDER THE OLD CANAL AND GRADE, AT THE NORTH END OF THE CULVERT,
 GW0573'AND IN THE TOP OF THE SECOND STONE FROM THE EAST END OF THE COPING.
 GW0573'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1926 C 47.
 GW0573'NOTE-- THE STONE APPEARS TO HAVE BEEN MOVED BY ROOTS AND THE
 GW0573'ELEVATION IS SLIGHTLY IN ERROR, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2148 ***********************************************************************
 FX2148  DESIGNATION -  C 470
 FX2148  PID         -  FX2148
 FX2148  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2148  USGS QUAD   -  KEMPSVILLE (1986)
 FX2148
 FX2148                         *CURRENT SURVEY CONTROL
 FX2148  ___________________________________________________________________
 FX2148* NAD 83(1986)-  36 49 52.     (N)    076 08 38.     (W)     SCALED    
 FX2148* NAVD 88     -         2.968  (meters)       9.74   (feet)  ADJUSTED  
 FX2148  ___________________________________________________________________
 FX2148  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 FX2148  DYNAMIC HT  -           2.966 (meters)       9.73  (feet)  COMP
 FX2148  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 FX2148
 FX2148  VERT ORDER  -  FIRST     CLASS II
 FX2148
 FX2148.The horizontal coordinates were scaled from a topographic map and have
 FX2148.an estimated accuracy of +/- 6 seconds.
 FX2148
 FX2148.The orthometric height was determined by differential leveling
 FX2148.and adjusted by the National Geodetic Survey in June 1991..
 FX2148
 FX2148.The geoid height was determined by GEOID03.
 FX2148
 FX2148.The dynamic height is computed by dividing the NAVD 88
 FX2148.geopotential number by the normal gravity value computed on the
 FX2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2148.degrees latitude (g = 980.6199 gals.).
 FX2148
 FX2148.The modeled gravity was interpolated from observed gravity values.
 FX2148
 FX2148;                    North         East    Units  Estimated Accuracy
 FX2148;SPC VA S     - 1,057,860.    3,710,160.      MT  (+/- 180 meters Scaled)
 FX2148
 FX2148                          SUPERSEDED SURVEY CONTROL
 FX2148
 FX2148.No superseded survey control is available for this station.
 FX2148
 FX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF979767(NAD 83)
 FX2148_MARKER: DB = BENCH MARK DISK
 FX2148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2148_SP_SET: STAINLESS STEEL ROD
 FX2148_STAMPING: C 470 1979
 FX2148_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2148+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 FX2148_ROD/PIPE-DEPTH: 4.88 meters
 FX2148
 FX2148  HISTORY     - Date     Condition        Report By
 FX2148  HISTORY     - 1979     MONUMENTED       NGS
 FX2148  HISTORY     - 19910517 MARK NOT FOUND   USPSQD
 FX2148  HISTORY     - 20050418 GOOD             RSA
 FX2148
 FX2148                          STATION DESCRIPTION
 FX2148
 FX2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2148'8.0 MI NW FROM PRINCESS ANNE.
 FX2148'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 149 FROM THE POST
 FX2148'OFFICE IN PRINCESS ANNE, THENCE 7.5 MILES NORTHWEST ALONG HOLLAND
 FX2148'ROAD AND THENCE 0.3 MILE WEST AND SOUTHWEST ALONG BONNEY ROAD,
 FX2148'34.5 FEET SOUTH OF A CHAIN LINK FENCE AROUND THE WEDGEWOOD MOBILE
 FX2148'HOME PARK, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23 FEET
 FX2148'EAST OF THE EXTENDED CENTER OF A DRIVEWAY TO THE M. KNIGHT RESIDENCE
 FX2148'AND 2 FEET NORTH OF POWER POLE NUMBER 132 A WITH A GUY WIRE.
 FX2148'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FX2148'THE MARK IS 1 FT BELOW THE ROAD.
 FX2148
 FX2148                          STATION RECOVERY (1991)
 FX2148
 FX2148'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FX2148'MARK NOT FOUND.
 FX2148
 FX2148                          STATION RECOVERY (2005)
 FX2148
 FX2148'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2005 (DWS)
 FX2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2243 ***********************************************************************
 FX2243  DESIGNATION -  C 471
 FX2243  PID         -  FX2243
 FX2243  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX2243  USGS QUAD   -  FRANKLIN (1986)
 FX2243
 FX2243                         *CURRENT SURVEY CONTROL
 FX2243  ___________________________________________________________________
 FX2243* NAD 83(1986)-  36 41 01.     (N)    076 54 48.     (W)     SCALED    
 FX2243* NAVD 88     -         9.020  (meters)      29.59   (feet)  ADJUSTED  
 FX2243  ___________________________________________________________________
 FX2243  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 FX2243  DYNAMIC HT  -           9.013 (meters)      29.57  (feet)  COMP
 FX2243  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 FX2243
 FX2243  VERT ORDER  -  FIRST     CLASS II
 FX2243
 FX2243.The horizontal coordinates were scaled from a topographic map and have
 FX2243.an estimated accuracy of +/- 6 seconds.
 FX2243
 FX2243.The orthometric height was determined by differential leveling
 FX2243.and adjusted by the National Geodetic Survey in June 1991..
 FX2243
 FX2243.The geoid height was determined by GEOID03.
 FX2243
 FX2243.The dynamic height is computed by dividing the NAVD 88
 FX2243.geopotential number by the normal gravity value computed on the
 FX2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2243.degrees latitude (g = 980.6199 gals.).
 FX2243
 FX2243.The modeled gravity was interpolated from observed gravity values.
 FX2243
 FX2243;                    North         East    Units  Estimated Accuracy
 FX2243;SPC VA S     - 1,040,060.    3,641,810.      MT  (+/- 180 meters Scaled)
 FX2243
 FX2243                          SUPERSEDED SURVEY CONTROL
 FX2243
 FX2243.No superseded survey control is available for this station.
 FX2243
 FX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF290614(NAD 83)
 FX2243_MARKER: DB = BENCH MARK DISK
 FX2243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2243_SP_SET: STAINLESS STEEL ROD
 FX2243_STAMPING: C 471 1979
 FX2243_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2243_ROD/PIPE-DEPTH: 7.32 meters
 FX2243
 FX2243  HISTORY     - Date     Condition        Report By
 FX2243  HISTORY     - 1979     MONUMENTED       NGS
 FX2243
 FX2243                          STATION DESCRIPTION
 FX2243
 FX2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2243'0.8 MI NE FROM FRANKLIN.
 FX2243'ABOUT 0.1 MILE NORTHWEST ALONG MAIN STREET FROM THE SEABOARD
 FX2243'COAST RAILROAD STATION IN FRANKLIN, AND THENCE ABOUT 0.7 MILE NORTH-
 FX2243'EAST ALONG SECOND AVENUE AND CHURCH STREET.  SET AT THE INTERSECTION
 FX2243'OF N. LYNN ROAD, 182 FEET SOUTHEAST OF BENCH MARK D 471, 132 FEET
 FX2243'NORTH OF THE CENTERLINE OF CHURCH STREET, 24.5 FEET NORTHWEST OF THE
 FX2243'CENTERLINE OF N. LYNN ROAD, 3.5 FEET WEST OF POWER POLE NUMBER 64
 FX2243'SPC10 4-40.
 FX2243'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2243'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1769 ***********************************************************************
 FY1769  DESIGNATION -  C 472
 FY1769  PID         -  FY1769
 FY1769  STATE/COUNTY-  VA/MECKLENBURG
 FY1769  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1769
 FY1769                         *CURRENT SURVEY CONTROL
 FY1769  ___________________________________________________________________
 FY1769* NAD 83(1986)-  36 34 08.     (N)    078 32 44.     (W)     SCALED    
 FY1769* NAVD 88     -       100.248  (meters)     328.90   (feet)  ADJUSTED  
 FY1769  ___________________________________________________________________
 FY1769  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FY1769  DYNAMIC HT  -         100.171 (meters)     328.64  (feet)  COMP
 FY1769  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 FY1769
 FY1769  VERT ORDER  -  FIRST     CLASS II
 FY1769
 FY1769.The horizontal coordinates were scaled from a topographic map and have
 FY1769.an estimated accuracy of +/- 6 seconds.
 FY1769
 FY1769.The orthometric height was determined by differential leveling
 FY1769.and adjusted by the National Geodetic Survey in June 1991..
 FY1769
 FY1769.The geoid height was determined by GEOID03.
 FY1769
 FY1769.The dynamic height is computed by dividing the NAVD 88
 FY1769.geopotential number by the normal gravity value computed on the
 FY1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1769.degrees latitude (g = 980.6199 gals.).
 FY1769
 FY1769.The modeled gravity was interpolated from observed gravity values.
 FY1769
 FY1769;                    North         East    Units  Estimated Accuracy
 FY1769;SPC VA S     - 1,026,140.    3,495,920.      MT  (+/- 180 meters Scaled)
 FY1769
 FY1769                          SUPERSEDED SURVEY CONTROL
 FY1769
 FY1769  NGVD 29 (03/05/92)  100.512  (m)          329.76   (f) ADJUSTED    1 2
 FY1769
 FY1769.Superseded values are not recommended for survey control.
 FY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1769.See file dsdata.txt to determine how the superseded data were derived.
 FY1769
 FY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA196498(NAD 83)
 FY1769_MARKER: DB = BENCH MARK DISK
 FY1769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1769_SP_SET: BRIDGE ABUTMENT
 FY1769_STAMPING: C 472 1978
 FY1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1769+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY1769
 FY1769  HISTORY     - Date     Condition        Report By
 FY1769  HISTORY     - 1978     MONUMENTED       NGS
 FY1769  HISTORY     - 1985     GOOD             USPSQD
 FY1769  HISTORY     - 20051026 GOOD             USPSQD
 FY1769
 FY1769                          STATION DESCRIPTION
 FY1769
 FY1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1769'5.1 MI NORTH FROM BULLOCK.
 FY1769'ABOUT 5.1 MILES NORTH ALONG HIGHWAY 15 FROM THE POST OFFICE IN
 FY1769'BULLOCK.  MARK IS SET IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 FY1769'BRIDGE ABUTMENT FOR THE RAILROAD BRIDGE OVER BUGGS ISLAND LAKE,
 FY1769'43.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 15, 5.5 FEET
 FY1769'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 1.5 FEET NORTHWEST OF
 FY1769'THE SOUTHEAST EDGE OF THE ABUTMENT AND 1.5 FEET NORTHEAST OF THE
 FY1769'SOUTHWEST EDGE OF THE ABUTMENT.  ALSO, 4.6 MILES SOUTH ALONG U.S.
 FY1769'HIGHWAY 15 FROM THE POST OFFICE IN CLARKSVILLE.
 FY1769'THE MARK IS 5 FT ABOVE THE HIGHWAY.
 FY1769
 FY1769                          STATION RECOVERY (1985)
 FY1769
 FY1769'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1769'RECOVERED IN GOOD CONDITION.
 FY1769
 FY1769                          STATION RECOVERY (2005)
 FY1769
 FY1769'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1769'ON THE NORTH END OF THE BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1794 ***********************************************************************
 FY1794  DESIGNATION -  C 473
 FY1794  PID         -  FY1794
 FY1794  STATE/COUNTY-  VA/LUNENBURG
 FY1794  USGS QUAD   -  FORT MITCHELL (1990)
 FY1794
 FY1794                         *CURRENT SURVEY CONTROL
 FY1794  ___________________________________________________________________
 FY1794* NAD 83(1986)-  36 53 11.     (N)    078 27 50.     (W)     SCALED    
 FY1794* NAVD 88     -       152.438  (meters)     500.12   (feet)  ADJUSTED  
 FY1794  ___________________________________________________________________
 FY1794  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 FY1794  DYNAMIC HT  -         152.326 (meters)     499.76  (feet)  COMP
 FY1794  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 FY1794
 FY1794  VERT ORDER  -  FIRST     CLASS II
 FY1794
 FY1794.The horizontal coordinates were scaled from a topographic map and have
 FY1794.an estimated accuracy of +/- 6 seconds.
 FY1794
 FY1794.The orthometric height was determined by differential leveling
 FY1794.and adjusted by the National Geodetic Survey in June 1991..
 FY1794
 FY1794.The geoid height was determined by GEOID03.
 FY1794
 FY1794.The dynamic height is computed by dividing the NAVD 88
 FY1794.geopotential number by the normal gravity value computed on the
 FY1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1794.degrees latitude (g = 980.6199 gals.).
 FY1794
 FY1794.The modeled gravity was interpolated from observed gravity values.
 FY1794
 FY1794;                    North         East    Units  Estimated Accuracy
 FY1794;SPC VA S     - 1,061,380.    3,503,220.      MT  (+/- 180 meters Scaled)
 FY1794
 FY1794                          SUPERSEDED SURVEY CONTROL
 FY1794
 FY1794.No superseded survey control is available for this station.
 FY1794
 FY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA260852(NAD 83)
 FY1794_MARKER: DB = BENCH MARK DISK
 FY1794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1794_SP_SET: STAINLESS STEEL ROD
 FY1794_STAMPING: C 473 1978
 FY1794_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1794+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FY1794_ROD/PIPE-DEPTH: 3.35 meters
 FY1794
 FY1794  HISTORY     - Date     Condition        Report By
 FY1794  HISTORY     - 1978     MONUMENTED       NGS
 FY1794  HISTORY     - 20010317 GOOD             USPSQD
 FY1794  HISTORY     - 20051019 GOOD             USPSQD
 FY1794
 FY1794                          STATION DESCRIPTION
 FY1794
 FY1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1794'2.8 MI SE FROM FORT MITCHELL.
 FY1794'ABOUT 2.8 MILES SOUTHEAST ALONG COUNTY ROAD 632 FROM ITS JUNCTION
 FY1794'WITH THE SOUTHERN RAILROAD IN FORT MITCHELL.  SET AT A POWER POLE
 FY1794'WITH ONE GUY WIRE AND A SPUR POWER LINE RUNNING WEST TO A ONE STORY
 FY1794'BRICK HOUSE, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, 40.5 FEET
 FY1794'NORTHWEST OF A 24 INCH OAK TREE IN THE MIDDLE OF THE ENTRANCE OF THE
 FY1794'DRIVEWAY TO THE RESIDENCE OF GEORGE H. DAVIS JR., 32.2 FEET NORTH OF
 FY1794'THE EXTENDED CENTERLINE OF THE DRIVEWAY, AND 1.2 FEET SOUTH OF
 FY1794'POWER POLE, NUMBER J1-206-L35-L25-L4A.  ROD WAS DRIVEN TO REFUSAL
 FY1794'AT 11 FEET.
 FY1794'THE MARK IS 2 FT  N FROM A WITNESS POST.
 FY1794
 FY1794                          STATION RECOVERY (2001)
 FY1794
 FY1794'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY1794'RECOVERED IN GOOD CONDITION.
 FY1794
 FY1794                          STATION RECOVERY (2005)
 FY1794
 FY1794'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1924 ***********************************************************************
 GW1924  DESIGNATION -  C 474
 GW1924  PID         -  GW1924
 GW1924  STATE/COUNTY-  VA/PRINCE EDWARD
 GW1924  USGS QUAD   -  GREEN BAY (1974)
 GW1924
 GW1924                         *CURRENT SURVEY CONTROL
 GW1924  ___________________________________________________________________
 GW1924* NAD 83(1986)-  37 09 04.     (N)    078 17 04.     (W)     SCALED    
 GW1924* NAVD 88     -       178.052  (meters)     584.16   (feet)  ADJUSTED  
 GW1924  ___________________________________________________________________
 GW1924  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GW1924  DYNAMIC HT  -         177.923 (meters)     583.74  (feet)  COMP
 GW1924  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 GW1924
 GW1924  VERT ORDER  -  FIRST     CLASS II
 GW1924
 GW1924.The horizontal coordinates were scaled from a topographic map and have
 GW1924.an estimated accuracy of +/- 6 seconds.
 GW1924
 GW1924.The orthometric height was determined by differential leveling
 GW1924.and adjusted by the National Geodetic Survey in June 1991..
 GW1924
 GW1924.The geoid height was determined by GEOID03.
 GW1924
 GW1924.The dynamic height is computed by dividing the NAVD 88
 GW1924.geopotential number by the normal gravity value computed on the
 GW1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1924.degrees latitude (g = 980.6199 gals.).
 GW1924
 GW1924.The modeled gravity was interpolated from observed gravity values.
 GW1924
 GW1924;                    North         East    Units  Estimated Accuracy
 GW1924;SPC VA S     - 1,090,770.    3,519,150.      MT  (+/- 180 meters Scaled)
 GW1924
 GW1924                          SUPERSEDED SURVEY CONTROL
 GW1924
 GW1924.No superseded survey control is available for this station.
 GW1924
 GW1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB411150(NAD 83)
 GW1924_MARKER: DB = BENCH MARK DISK
 GW1924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1924_SP_SET: STAINLESS STEEL ROD
 GW1924_STAMPING: C 474 1978
 GW1924_PROJECTION: PROJECTING 3 CENTIMETERS
 GW1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1924+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 GW1924_ROD/PIPE-DEPTH: 4.88 meters
 GW1924
 GW1924  HISTORY     - Date     Condition        Report By
 GW1924  HISTORY     - 1978     MONUMENTED       NGS
 GW1924  HISTORY     - 20010220 GOOD             USPSQD
 GW1924  HISTORY     - 20060125 GOOD             USPSQD
 GW1924
 GW1924                          STATION DESCRIPTION
 GW1924
 GW1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GW1924'2.0 MI NE FROM GREEN BAY.
 GW1924'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 360 FROM ITS JUNCTION
 GW1924'WITH COUNTY ROAD 696 IN GREEN BAY.  SET 0.1 MILE SOUTHWEST OF THE
 GW1924'T JUNCTION OF COUNTY ROAD 613 AND THE HIGHWAY, 67 FEET SOUTHWEST OF
 GW1924'A PRIVATE DRIVE LEADING NORTHWEST TO A PRE-FAB HOUSE, 43.5 FEET
 GW1924'SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 GW1924'AND 59 FEET NORTHWEST OF THE NORTHWEST CUT BANK AT THE NORFOLK AND
 GW1924'WESTERN RAILROAD.
 GW1924'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 GW1924'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GW1924
 GW1924                          STATION RECOVERY (2001)
 GW1924
 GW1924'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW1924'RECOVERED IN GOOD CONDITION.
 GW1924
 GW1924                          STATION RECOVERY (2006)
 GW1924
 GW1924'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW1924'STATION IS LOCATED 43.5 FT FROM THE CENTERLINE OF THE NORTH BOUND
 GW1924'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3443 ***********************************************************************
 GV3443  DESIGNATION -  C 475
 GV3443  PID         -  GV3443
 GV3443  STATE/COUNTY-  VA/POWHATAN
 GV3443  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV3443
 GV3443                         *CURRENT SURVEY CONTROL
 GV3443  ___________________________________________________________________
 GV3443* NAD 83(1986)-  37 30 50.     (N)    077 47 25.     (W)     SCALED    
 GV3443* NAVD 88     -       108.733  (meters)     356.73   (feet)  ADJUSTED  
 GV3443  ___________________________________________________________________
 GV3443  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GV3443  DYNAMIC HT  -         108.658 (meters)     356.49  (feet)  COMP
 GV3443  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 GV3443
 GV3443  VERT ORDER  -  FIRST     CLASS II
 GV3443
 GV3443.The horizontal coordinates were scaled from a topographic map and have
 GV3443.an estimated accuracy of +/- 6 seconds.
 GV3443
 GV3443.The orthometric height was determined by differential leveling
 GV3443.and adjusted by the National Geodetic Survey in June 1991..
 GV3443
 GV3443.The geoid height was determined by GEOID03.
 GV3443
 GV3443.The dynamic height is computed by dividing the NAVD 88
 GV3443.geopotential number by the normal gravity value computed on the
 GV3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3443.degrees latitude (g = 980.6199 gals.).
 GV3443
 GV3443.The modeled gravity was interpolated from observed gravity values.
 GV3443
 GV3443;                    North         East    Units  Estimated Accuracy
 GV3443;SPC VA S     - 1,131,250.    3,562,740.      MT  (+/- 180 meters Scaled)
 GV3443
 GV3443                          SUPERSEDED SURVEY CONTROL
 GV3443
 GV3443.No superseded survey control is available for this station.
 GV3443
 GV3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG533555(NAD 83)
 GV3443_MARKER: DB = BENCH MARK DISK
 GV3443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3443_SP_SET: STAINLESS STEEL ROD
 GV3443_STAMPING: C 475 1979
 GV3443_PROJECTION: FLUSH
 GV3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3443+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 GV3443_ROD/PIPE-DEPTH: 4.57 meters
 GV3443
 GV3443  HISTORY     - Date     Condition        Report By
 GV3443  HISTORY     - 1979     MONUMENTED       NGS
 GV3443  HISTORY     - 1990     GOOD             USPSQD
 GV3443  HISTORY     - 19990304 GOOD             USPSQD
 GV3443  HISTORY     - 20041001 GOOD             USPSQD
 GV3443
 GV3443                          STATION DESCRIPTION
 GV3443
 GV3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3443'1.8 MI EAST FROM FLAT ROCK.
 GV3443'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV3443'COUNTY ROAD 622 AND U.S. HIGHWAY 60 IN FLAT ROCK.  MARK IS SET AT A
 GV3443'LINE CROSSING THE HIGHWAY, AND AT TRANSPOLE NUMBER BJ28, WITH ONE
 GV3443'GUY WIRE AND ONE TRANSFORMER, 93.3 FEET NORTH OF THE NORTHEAST CORNER
 GV3443'OF A ONE STORY GREEN HOUSE, 73.5 FEET SOUTH OF THE CENTERLINE OF THE
 GV3443'EAST BOUND LANES OF THE HIGHWAY, 21.5 FEET EAST OF THE CENTER OF THE
 GV3443'MOST EASTERLY DRIVE TO THE FIRST BAPTIST CHURCH, AND 1.5 FEET NORTH
 GV3443'OF THE TRANSPOLE.
 GV3443'THE MARK IS 1 FT BELOW THE HIGHWAY.
 GV3443
 GV3443                          STATION RECOVERY (1990)
 GV3443
 GV3443'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV3443'RECOVERED IN GOOD CONDITION.
 GV3443
 GV3443                          STATION RECOVERY (1999)
 GV3443
 GV3443'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3443'RECOVERED IN GOOD CONDITION.
 GV3443
 GV3443                          STATION RECOVERY (2004)
 GV3443
 GV3443'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1936 ***********************************************************************
 GW1936  DESIGNATION -  C 476
 GW1936  PID         -  GW1936
 GW1936  STATE/COUNTY-  VA/AMELIA
 GW1936  USGS QUAD   -  JETERSVILLE (1968)
 GW1936
 GW1936                         *CURRENT SURVEY CONTROL
 GW1936  ___________________________________________________________________
 GW1936* NAD 83(1986)-  37 18 07.     (N)    078 05 17.     (W)     SCALED    
 GW1936* NAVD 88     -       132.322  (meters)     434.13   (feet)  ADJUSTED  
 GW1936  ___________________________________________________________________
 GW1936  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW1936  DYNAMIC HT  -         132.229 (meters)     433.82  (feet)  COMP
 GW1936  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 GW1936
 GW1936  VERT ORDER  -  FIRST     CLASS II
 GW1936
 GW1936.The horizontal coordinates were scaled from a topographic map and have
 GW1936.an estimated accuracy of +/- 6 seconds.
 GW1936
 GW1936.The orthometric height was determined by differential leveling
 GW1936.and adjusted by the National Geodetic Survey in June 1991..
 GW1936
 GW1936.The geoid height was determined by GEOID03.
 GW1936
 GW1936.The dynamic height is computed by dividing the NAVD 88
 GW1936.geopotential number by the normal gravity value computed on the
 GW1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1936.degrees latitude (g = 980.6199 gals.).
 GW1936
 GW1936.The modeled gravity was interpolated from observed gravity values.
 GW1936
 GW1936;                    North         East    Units  Estimated Accuracy
 GW1936;SPC VA S     - 1,107,570.    3,536,520.      MT  (+/- 180 meters Scaled)
 GW1936
 GW1936                          SUPERSEDED SURVEY CONTROL
 GW1936
 GW1936.No superseded survey control is available for this station.
 GW1936
 GW1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB580323(NAD 83)
 GW1936_MARKER: DB = BENCH MARK DISK
 GW1936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1936_SP_SET: STAINLESS STEEL ROD
 GW1936_STAMPING: C 476 1979
 GW1936_PROJECTION: PROJECTING 3 CENTIMETERS
 GW1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1936+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW1936_ROD/PIPE-DEPTH: 4.57 meters
 GW1936
 GW1936  HISTORY     - Date     Condition        Report By
 GW1936  HISTORY     - 1979     MONUMENTED       NGS
 GW1936  HISTORY     - 19950124 GOOD             USPSQD
 GW1936  HISTORY     - 20000304 GOOD             USPSQD
 GW1936  HISTORY     - 20041027 GOOD             USPSQD
 GW1936
 GW1936                          STATION DESCRIPTION
 GW1936
 GW1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1936'6.6 MI SW FROM AMELIA COURT HOUSE.
 GW1936'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 360 FROM ITS
 GW1936'JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT HOUSE, AND THENCE
 GW1936'ABOUT 5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 360.  MARK IS SET
 GW1936'AT A LINE CROSSING OVER THE HIGHWAY, AND AT A Y JUNCTION WITH TRANS-
 GW1936'POLE NUMBER W H 43 WITH ONE GUY WIRE, 116.5 FEET NORTHEAST OF THE
 GW1936'CENTER OF THE MOST SOUTHWESTERLY OF THREE DRIVES LEADING TO A
 GW1936'PARKING LOT WITH TWO GAS PUMPS, 43.5 FEET NORTHWEST OF THE CENTERLINE
 GW1936'OF THE WEST BOUND LANES OF THE HIGHWAY, 12.5 FEET SOUTHEAST OF AN
 GW1936'ARCO SIGN, AND 2.5 FEET SOUTHWEST OF THE POLE.
 GW1936'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 GW1936'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GW1936
 GW1936                          STATION RECOVERY (1995)
 GW1936
 GW1936'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1936'RECOVERED IN GOOD CONDITION.
 GW1936
 GW1936                          STATION RECOVERY (2000)
 GW1936
 GW1936'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW1936'RECOVERED IN GOOD CONDITION.
 GW1936
 GW1936                          STATION RECOVERY (2004)
 GW1936
 GW1936'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0420 ***********************************************************************
 GW0420  DESIGNATION -  C 48
 GW0420  PID         -  GW0420
 GW0420  STATE/COUNTY-  VA/AMHERST
 GW0420  USGS QUAD   -  STONEWALL (1968)
 GW0420
 GW0420                         *CURRENT SURVEY CONTROL
 GW0420  ___________________________________________________________________
 GW0420* NAD 83(1986)-  37 29 38.     (N)    078 56 47.     (W)     SCALED    
 GW0420* NAVD 88     -       132.325  (meters)     434.14   (feet)  ADJUSTED  
 GW0420  ___________________________________________________________________
 GW0420  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0420  DYNAMIC HT  -         132.228 (meters)     433.82  (feet)  COMP
 GW0420  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 GW0420
 GW0420  VERT ORDER  -  FIRST     CLASS II
 GW0420
 GW0420.The horizontal coordinates were scaled from a topographic map and have
 GW0420.an estimated accuracy of +/- 6 seconds.
 GW0420
 GW0420.The orthometric height was determined by differential leveling
 GW0420.and adjusted by the National Geodetic Survey in June 1991..
 GW0420
 GW0420.The geoid height was determined by GEOID03.
 GW0420
 GW0420.The dynamic height is computed by dividing the NAVD 88
 GW0420.geopotential number by the normal gravity value computed on the
 GW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0420.degrees latitude (g = 980.6199 gals.).
 GW0420
 GW0420.The modeled gravity was interpolated from observed gravity values.
 GW0420
 GW0420;                    North         East    Units  Estimated Accuracy
 GW0420;SPC VA S     - 1,128,890.    3,460,530.      MT  (+/- 180 meters Scaled)
 GW0420
 GW0420                          SUPERSEDED SURVEY CONTROL
 GW0420
 GW0420  NGVD 29 (??/??/92)  132.562  (m)          434.91   (f) ADJ UNCH    1 2
 GW0420
 GW0420.Superseded values are not recommended for survey control.
 GW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0420.See file dsdata.txt to determine how the superseded data were derived.
 GW0420
 GW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB815516(NAD 83)
 GW0420_MARKER: DD = SURVEY DISK
 GW0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0420_SP_SET: CULVERT
 GW0420_STAMPING: C 48 1926
 GW0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0420
 GW0420  HISTORY     - Date     Condition        Report By
 GW0420  HISTORY     - 1926     MONUMENTED       USGS
 GW0420  HISTORY     - 1934     GOOD             NGS
 GW0420
 GW0420                          STATION DESCRIPTION
 GW0420
 GW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0420'1.7 MI SW FROM WALKERFORD.
 GW0420'1.7 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0420'WALKERFORD, 320 FEET NORTHWEST OF MILEPOST 128, AT THE NORTHEAST
 GW0420'END OF A CONCRETE PIPE CULVERT, AND IN THE TOP OF THE SOUTHEAST
 GW0420'END OF THE HEADWALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GW0420'STAMPED 434.897 C 48 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1425 ***********************************************************************
 GV1425  DESIGNATION -  C 49 RESET 1959
 GV1425  PID         -  GV1425
 GV1425  STATE/COUNTY-  VA/NEW KENT
 GV1425  USGS QUAD   -  QUINTON (1987)
 GV1425
 GV1425                         *CURRENT SURVEY CONTROL
 GV1425  ___________________________________________________________________
 GV1425* NAD 83(1986)-  37 31 54.     (N)    077 11 53.     (W)     SCALED    
 GV1425* NAVD 88     -        27.19   (meters)      89.2    (feet)  RESET     
 GV1425  ___________________________________________________________________
 GV1425  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV1425
 GV1425  VERT ORDER  -  THIRD
 GV1425
 GV1425.The horizontal coordinates were scaled from a topographic map and have
 GV1425.an estimated accuracy of +/- 6 seconds.
 GV1425
 GV1425.The orthometric height was computed from unverified reset data.
 GV1425.No vertical observational check was made to the station.
 GV1425
 GV1425.The geoid height was determined by GEOID03.
 GV1425
 GV1425;                    North         East    Units  Estimated Accuracy
 GV1425;SPC VA S     - 1,133,780.    3,615,070.      MT  (+/- 180 meters Scaled)
 GV1425
 GV1425                          SUPERSEDED SURVEY CONTROL
 GV1425
 GV1425  NGVD 29 (??/??/??)   27.51   (m)           90.3    (f) RESET       3  
 GV1425
 GV1425.Superseded values are not recommended for survey control.
 GV1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1425.See file dsdata.txt to determine how the superseded data were derived.
 GV1425
 GV1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG057561(NAD 83)
 GV1425_MARKER: DB = BENCH MARK DISK
 GV1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1425_STAMPING: C 49 RESET 1959
 GV1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1425+STABILITY: SURFACE MOTION
 GV1425
 GV1425  HISTORY     - Date     Condition        Report By
 GV1425  HISTORY     - 1959     MONUMENTED       VADH
 GV1425  HISTORY     - 1962     GOOD             CGS
 GV1425  HISTORY     - 1963     GOOD             CGS
 GV1425  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1425  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1425  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1425  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1425
 GV1425                          STATION DESCRIPTION
 GV1425
 GV1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1425'AT ORAPEX.
 GV1425'AT ORAPEX, ON THE SOUTHERN RAILWAY, AT THE CROSSING OF SECONDARY
 GV1425'STATE HIGHWAY 613, 22 FEET NORTHEAST OF THE CENTERLINE OF THE
 GV1425'ROAD, 8.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 GV1425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 GV1425'THE GROUND.
 GV1425
 GV1425                          STATION RECOVERY (1963)
 GV1425
 GV1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1425'RECOVERED IN GOOD CONDITION.
 GV1425
 GV1425                          STATION RECOVERY (1996)
 GV1425
 GV1425'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1425'MARK NOT FOUND.
 GV1425
 GV1425                          STATION RECOVERY (2000)
 GV1425
 GV1425'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1425'MARK NOT FOUND.
 GV1425
 GV1425                          STATION RECOVERY (2001)
 GV1425
 GV1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1425
 GV1425                          STATION RECOVERY (2005)
 GV1425
 GV1425'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0418 ***********************************************************************
 GW0418  DESIGNATION -  C 49 USGS
 GW0418  PID         -  GW0418
 GW0418  STATE/COUNTY-  VA/AMHERST
 GW0418  USGS QUAD   -  STONEWALL (1968)
 GW0418
 GW0418                         *CURRENT SURVEY CONTROL
 GW0418  ___________________________________________________________________
 GW0418* NAD 83(1986)-  37 28 09.     (N)    078 58 43.     (W)     SCALED    
 GW0418* NAVD 88     -       139.104  (meters)     456.38   (feet)  ADJUSTED  
 GW0418  ___________________________________________________________________
 GW0418  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0418  DYNAMIC HT  -         139.002 (meters)     456.04  (feet)  COMP
 GW0418  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 GW0418
 GW0418  VERT ORDER  -  FIRST     CLASS II
 GW0418
 GW0418.The horizontal coordinates were scaled from a topographic map and have
 GW0418.an estimated accuracy of +/- 6 seconds.
 GW0418
 GW0418.The orthometric height was determined by differential leveling
 GW0418.and adjusted by the National Geodetic Survey in June 1991..
 GW0418
 GW0418.The geoid height was determined by GEOID03.
 GW0418
 GW0418.The dynamic height is computed by dividing the NAVD 88
 GW0418.geopotential number by the normal gravity value computed on the
 GW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0418.degrees latitude (g = 980.6199 gals.).
 GW0418
 GW0418.The modeled gravity was interpolated from observed gravity values.
 GW0418
 GW0418;                    North         East    Units  Estimated Accuracy
 GW0418;SPC VA S     - 1,126,160.    3,457,660.      MT  (+/- 180 meters Scaled)
 GW0418
 GW0418                          SUPERSEDED SURVEY CONTROL
 GW0418
 GW0418  NGVD 29 (??/??/92)  139.337  (m)          457.14   (f) ADJ UNCH    1 2
 GW0418
 GW0418.Superseded values are not recommended for survey control.
 GW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0418.See file dsdata.txt to determine how the superseded data were derived.
 GW0418
 GW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB787488(NAD 83)
 GW0418_MARKER: DD = SURVEY DISK
 GW0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0418_SP_SET: FOOTING
 GW0418_STAMPING: 457.128 C 49 1926
 GW0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0418
 GW0418  HISTORY     - Date     Condition        Report By
 GW0418  HISTORY     - 1926     MONUMENTED       USGS
 GW0418  HISTORY     - 1936     GOOD             NGS
 GW0418  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0418
 GW0418                          STATION DESCRIPTION
 GW0418
 GW0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0418'AT STAPLETON.
 GW0418'AT STAPLETON, AMHERST COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0418'400 FEET SOUTHWEST OF THE STATION, 530 FEET NORTHEAST OF MILEPOST
 GW0418'131, ON THE NORTHWEST SIDE OF THE TRACK, AT THE SOUTH ONE OF TWO
 GW0418'CONCRETE FOOTINGS ON THE WEST SIDE OF A TANK (NOW REMOVED), ON
 GW0418'THE SOUTH SIDE OF THE FOOTING, 15 FEET NORTH OF THE NORTH RAIL
 GW0418'OF A SIDING, AND IN A SHELF AT GROUND LEVEL.  A U.S. GEOLOGICAL
 GW0418'SURVEY STANDARD DISK, STAMPED 457.128 C 49 1926.
 GW0418
 GW0418                          STATION RECOVERY (1983)
 GW0418
 GW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0418'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 GW0418'BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7921 ***********************************************************************
 HV7921  DESIGNATION -  C 493
 HV7921  PID         -  HV7921
 HV7921  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV7921  USGS QUAD   -  FREDERICKSBURG (1994)
 HV7921
 HV7921                         *CURRENT SURVEY CONTROL
 HV7921  ___________________________________________________________________
 HV7921* NAD 83(1986)-  38 17 36.     (N)    077 29 03.     (W)     SCALED    
 HV7921* NAVD 88     -        41.544  (meters)     136.30   (feet)  ADJUSTED  
 HV7921  ___________________________________________________________________
 HV7921  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV7921  DYNAMIC HT  -          41.518 (meters)     136.21  (feet)  COMP
 HV7921  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 HV7921
 HV7921  VERT ORDER  -  FIRST     CLASS I
 HV7921
 HV7921.The horizontal coordinates were scaled from a topographic map and have
 HV7921.an estimated accuracy of +/- 6 seconds.
 HV7921
 HV7921.The orthometric height was determined by differential leveling
 HV7921.and adjusted by the National Geodetic Survey in June 1991..
 HV7921
 HV7921.The geoid height was determined by GEOID03.
 HV7921
 HV7921.The dynamic height is computed by dividing the NAVD 88
 HV7921.geopotential number by the normal gravity value computed on the
 HV7921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7921.degrees latitude (g = 980.6199 gals.).
 HV7921
 HV7921.The modeled gravity was interpolated from observed gravity values.
 HV7921
 HV7921;                    North         East    Units  Estimated Accuracy
 HV7921;SPC VA N     - 2,070,050.    3,588,860.      MT  (+/- 180 meters Scaled)
 HV7921
 HV7921                          SUPERSEDED SURVEY CONTROL
 HV7921
 HV7921  NGVD 29 (??/??/??)   41.794  (m)          137.12   (f) ADJUSTED    1 1
 HV7921
 HV7921.Superseded values are not recommended for survey control.
 HV7921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7921.See file dsdata.txt to determine how the superseded data were derived.
 HV7921
 HV7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH827412(NAD 83)
 HV7921_MARKER: I = METAL ROD
 HV7921_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7921_SP_SET: STAINLESS STEEL ROD
 HV7921_STAMPING: C 493 1981
 HV7921_MARK LOGO: NGS   
 HV7921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7921
 HV7921  HISTORY     - Date     Condition        Report By
 HV7921  HISTORY     - 1981     MONUMENTED       NGS
 HV7921  HISTORY     - 1983     GOOD             NGS
 HV7921  HISTORY     - 1984     GOOD             NGS
 HV7921  HISTORY     - 19981103 GOOD             USPSQD
 HV7921
 HV7921                          STATION DESCRIPTION
 HV7921
 HV7921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7921'IN FREDERICKSBURG.
 HV7921'IN FREDERICKSBURG, AT THE VIRGINIA NATIONAL GUARD BUILDING, ON
 HV7921'THE SOUTHEAST SIDE OF A BRICK FRAME WITH THE SIGN 237TH
 HV7921'ENGINEERING COMPANY INSIDE BRICK FRAME, ALSO 0.05 KM (0.15 MI.)
 HV7921'SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAY
 HV7921'3 IN FREDERICKSBURG, 19.3 M. (63.3 FT.) SOUTHEAST OF THE CENTERLINE
 HV7921'OF U.S. HIGHWAY 1 NORTHBOUND LANES, 1.0 M. (3.2 FT.) SOUTHEAST OF
 HV7921'THE EAST EDGE OF BRICK FRAME FOR SIGN, AND 37.3 M. (122.3 FT.)
 HV7921'NORTH OF THE WEST CORNER OF THE NATIONAL GUARD BUILDING.
 HV7921'DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 HV7921'A 13-CM. LOGO CAP.
 HV7921'A STAINLESS STEEL ROD SET TO THE DEPTH OF 16.0 FEET ENCASED IN
 HV7921'A PIPE FLUSH WITH THE GROUND. THE MARK IS 2 FEET NE OF A WITNESS POST.
 HV7921
 HV7921                          STATION RECOVERY (1983)
 HV7921
 HV7921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7921'RECOVERED IN GOOD CONDITION.
 HV7921
 HV7921                          STATION RECOVERY (1984)
 HV7921
 HV7921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV7921'RECOVERED IN GOOD CONDITION, THE 1981 DESCRIPTION IS ADEQUATE EXCEPT
 HV7921'THE WITNESS POST HAS BEEN REMOVED, SIGN READS 237TH ENGINEER COMPANY
 HV7921'INSTEAD OF ENGINEERING.
 HV7921
 HV7921                          STATION RECOVERY (1998)
 HV7921
 HV7921'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1983 ***********************************************************************
 GW1983  DESIGNATION -  C 494
 GW1983  PID         -  GW1983
 GW1983  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW1983  USGS QUAD   -  LYNCHBURG (1984)
 GW1983
 GW1983                         *CURRENT SURVEY CONTROL
 GW1983  ___________________________________________________________________
 GW1983* NAD 83(1986)-  37 24 09.     (N)    079 09 32.     (W)     SCALED    
 GW1983* NAVD 88     -       232.227  (meters)     761.90   (feet)  ADJUSTED  
 GW1983  ___________________________________________________________________
 GW1983  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW1983  DYNAMIC HT  -         232.054 (meters)     761.33  (feet)  COMP
 GW1983  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 GW1983
 GW1983  VERT ORDER  -  FIRST     CLASS II
 GW1983
 GW1983.The horizontal coordinates were scaled from a topographic map and have
 GW1983.an estimated accuracy of +/- 6 seconds.
 GW1983
 GW1983.The orthometric height was determined by differential leveling
 GW1983.and adjusted by the National Geodetic Survey in June 1991..
 GW1983
 GW1983.The geoid height was determined by GEOID03.
 GW1983
 GW1983.The dynamic height is computed by dividing the NAVD 88
 GW1983.geopotential number by the normal gravity value computed on the
 GW1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1983.degrees latitude (g = 980.6199 gals.).
 GW1983
 GW1983.The modeled gravity was interpolated from observed gravity values.
 GW1983
 GW1983;                    North         East    Units  Estimated Accuracy
 GW1983;SPC VA S     - 1,118,850.    3,441,670.      MT  (+/- 180 meters Scaled)
 GW1983
 GW1983                          SUPERSEDED SURVEY CONTROL
 GW1983
 GW1983.No superseded survey control is available for this station.
 GW1983
 GW1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB629411(NAD 83)
 GW1983_MARKER: I = METAL ROD
 GW1983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW1983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW1983_STAMPING: C 494 1983
 GW1983_MARK LOGO: NGS   
 GW1983_PROJECTION: FLUSH
 GW1983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1983+STABILITY: POSITION/ELEVATION WELL
 GW1983_ROD/PIPE-DEPTH: 9.1  meters
 GW1983_SLEEVE-DEPTH  : 6.1 meters
 GW1983
 GW1983  HISTORY     - Date     Condition        Report By
 GW1983  HISTORY     - 1983     MONUMENTED       NGS
 GW1983  HISTORY     - 1983     GOOD             NGS
 GW1983  HISTORY     - 1984     GOOD             NGS
 GW1983
 GW1983                          STATION DESCRIPTION
 GW1983
 GW1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1983'IN LYNCHBURG.
 GW1983'IN LYNCHBURG, AT THE LYNCHBURG FIRE STATION NUMBER 6, LOCATED AT THE
 GW1983'JUNCTION OF GARFIELD AND FORT AVENUES, AT THE SOUTH CORNER OF THE
 GW1983'TOWER OF THE FIRE STATION, 0.2 KM (0.1 MI) SOUTHWEST OF THE MILLER
 GW1983'PARK STATION POST OFFICE, 11.73 METERS (38.5 FT) SOUTHEAST OF THE
 GW1983'SOUTHEAST CURB OF FORT AVENUE, 7.46 METERS (24.5 FT) NORTHEAST OF THE
 GW1983'NORTHEAST CURB OF GARFIELD AVENUE, 0.45 METER (1.5 FT) SOUTHWEST OF
 GW1983'THE SOUTH CORNER OF THE TOWER OF THE FIRE STATION.
 GW1983'THE MARK IS 0.91 M ABOVE FORT AVENUE.
 GW1983
 GW1983                          STATION RECOVERY (1983)
 GW1983
 GW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1983'RECOVERED IN GOOD CONDITION.
 GW1983
 GW1983                          STATION RECOVERY (1984)
 GW1983
 GW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3570 ***********************************************************************
 GV3570  DESIGNATION -  C 495
 GV3570  PID         -  GV3570
 GV3570  STATE/COUNTY-  VA/C OF RICHMOND
 GV3570  USGS QUAD   -  RICHMOND (1994)
 GV3570
 GV3570                         *CURRENT SURVEY CONTROL
 GV3570  ___________________________________________________________________
 GV3570* NAD 83(1986)-  37 34 01.     (N)    077 28 54.     (W)     SCALED    
 GV3570* NAVD 88     -        65.436  (meters)     214.68   (feet)  ADJUSTED  
 GV3570  ___________________________________________________________________
 GV3570  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV3570  DYNAMIC HT  -          65.391 (meters)     214.54  (feet)  COMP
 GV3570  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 GV3570
 GV3570  VERT ORDER  -  FIRST     CLASS II
 GV3570
 GV3570.The horizontal coordinates were scaled from a topographic map and have
 GV3570.an estimated accuracy of +/- 6 seconds.
 GV3570
 GV3570.The orthometric height was determined by differential leveling
 GV3570.and adjusted by the National Geodetic Survey in June 1991..
 GV3570
 GV3570.The geoid height was determined by GEOID03.
 GV3570
 GV3570.The dynamic height is computed by dividing the NAVD 88
 GV3570.geopotential number by the normal gravity value computed on the
 GV3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3570.degrees latitude (g = 980.6199 gals.).
 GV3570
 GV3570.The modeled gravity was interpolated from observed gravity values.
 GV3570
 GV3570;                    North         East    Units  Estimated Accuracy
 GV3570;SPC VA S     - 1,137,390.    3,589,960.      MT  (+/- 180 meters Scaled)
 GV3570
 GV3570                          SUPERSEDED SURVEY CONTROL
 GV3570
 GV3570.No superseded survey control is available for this station.
 GV3570
 GV3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG808606(NAD 83)
 GV3570_MARKER: DB = BENCH MARK DISK
 GV3570_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GV3570_SP_SET: MASSIVE RETAINING WALL
 GV3570_STAMPING: C 495 1983
 GV3570_MARK LOGO: NGS   
 GV3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3570+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3570
 GV3570  HISTORY     - Date     Condition        Report By
 GV3570  HISTORY     - 1983     MONUMENTED       NGS
 GV3570  HISTORY     - 19950507 GOOD             USPSQD
 GV3570  HISTORY     - 20000307 GOOD             USPSQD
 GV3570  HISTORY     - 20040225 GOOD             USPSQD
 GV3570  HISTORY     - 20040303 GOOD             USPSQD
 GV3570  HISTORY     - 20060313 GOOD             USPSQD
 GV3570
 GV3570                          STATION DESCRIPTION
 GV3570
 GV3570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3570'IN RICHMOND.
 GV3570'IN RICHMOND, AT THE NORTHWEST END OF THE SOUTHEASTBOUND MONUMENT
 GV3570'AVENUE BRIDGE OVER I-195, IN TOP OF THE NORTHEAST END OF THE RETAINING
 GV3570'WALL ABUTTED TO THE NORTHWEST ABUTMENT OF THE BRIDGE, 3.04 METERS
 GV3570'(10.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE BRIDGE, 5.79 METERS
 GV3570'(19.0 FT) SOUTHEAST OF AN ALUMINUM LAMP POST, 0.61 METER (2.0 FT) EAST
 GV3570'OF THE NORTHWEST END OF THE BRIDGE.
 GV3570'THE MARK IS 1.37 M ABOVE AVENUE.
 GV3570
 GV3570                          STATION RECOVERY (1995)
 GV3570
 GV3570'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3570'RECOVERED IN GOOD CONDITION.
 GV3570
 GV3570                          STATION RECOVERY (2000)
 GV3570
 GV3570'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3570'RECOVERED IN GOOD CONDITION.
 GV3570
 GV3570                          STATION RECOVERY (2004)
 GV3570
 GV3570'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3570'RECOVERED IN GOOD CONDITION.
 GV3570
 GV3570                          STATION RECOVERY (2004)
 GV3570
 GV3570'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3570'RECOVERED IN GOOD CONDITION.
 GV3570
 GV3570                          STATION RECOVERY (2006)
 GV3570
 GV3570'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2081 ***********************************************************************
 GW2081  DESIGNATION -  C 496
 GW2081  PID         -  GW2081
 GW2081  STATE/COUNTY-  VA/AMHERST
 GW2081  USGS QUAD   -  KELLY (1986)
 GW2081
 GW2081                         *CURRENT SURVEY CONTROL
 GW2081  ___________________________________________________________________
 GW2081* NAD 83(1986)-  37 25 20.     (N)    079 07 22.     (W)     SCALED    
 GW2081* NAVD 88     -       236.700  (meters)     776.57   (feet)  ADJUSTED  
 GW2081  ___________________________________________________________________
 GW2081  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2081  DYNAMIC HT  -         236.523 (meters)     775.99  (feet)  COMP
 GW2081  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GW2081
 GW2081  VERT ORDER  -  FIRST     CLASS II
 GW2081
 GW2081.The horizontal coordinates were scaled from a topographic map and have
 GW2081.an estimated accuracy of +/- 6 seconds.
 GW2081
 GW2081.The orthometric height was determined by differential leveling
 GW2081.and adjusted by the National Geodetic Survey in June 1991..
 GW2081
 GW2081.The geoid height was determined by GEOID03.
 GW2081
 GW2081.The dynamic height is computed by dividing the NAVD 88
 GW2081.geopotential number by the normal gravity value computed on the
 GW2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2081.degrees latitude (g = 980.6199 gals.).
 GW2081
 GW2081.The modeled gravity was interpolated from observed gravity values.
 GW2081
 GW2081;                    North         East    Units  Estimated Accuracy
 GW2081;SPC VA S     - 1,121,020.    3,444,880.      MT  (+/- 180 meters Scaled)
 GW2081
 GW2081                          SUPERSEDED SURVEY CONTROL
 GW2081
 GW2081.No superseded survey control is available for this station.
 GW2081
 GW2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB661433(NAD 83)
 GW2081_MARKER: DB = BENCH MARK DISK
 GW2081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2081_SP_SET: ABUTMENT
 GW2081_STAMPING: C 496 1983
 GW2081_MARK LOGO: NGS   
 GW2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2081
 GW2081  HISTORY     - Date     Condition        Report By
 GW2081  HISTORY     - 1983     MONUMENTED       NGS
 GW2081
 GW2081                          STATION DESCRIPTION
 GW2081
 GW2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2081'1.6 KM (1.0 MI) NE FROM LYNCHBURG.
 GW2081'1.3 KM (0.85 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST
 GW2081'END OF THE BRIDGE OVER THE JAMES RIVER ON THE NORTHEAST SIDE OF
 GW2081'LYNCHBURG, THENCE 0.24 KM (0.15 MI) NORTHEAST ALONG THE OFF RAMP TO
 GW2081'THE JUNCTION OF STATE HIGHWAY 210 TO THE MARK ON THE LEFT, ALSO 0.4 KM
 GW2081'(0.25 MI) SOUTH ALONG A SERVICE ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 GW2081'29 AND STATE HIGHWAY 622, 8.50 METERS (28.0 FT) SOUTHWEST OF THE
 GW2081'CENTER OF STATE HIGHWAY 210, 12.4 METERS (41.0 FT) NORTH-NORTHWEST OF
 GW2081'THE CENTERLINE OF THE OFF RAMP, 9.60 METERS (31.5 FT) SOUTHEAST OF THE
 GW2081'SOUTHEAST END OF A BRIDGE, 0.30 METER (1.0 FT) WEST OF A GUARDRAIL.
 GW2081'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2001 ***********************************************************************
 GW2001  DESIGNATION -  C 497
 GW2001  PID         -  GW2001
 GW2001  STATE/COUNTY-  VA/GOOCHLAND
 GW2001  USGS QUAD   -  CARTERSVILLE (1979)
 GW2001
 GW2001                         *CURRENT SURVEY CONTROL
 GW2001  ___________________________________________________________________
 GW2001* NAD 83(1986)-  37 43 46.     (N)    078 01 37.     (W)     SCALED    
 GW2001* NAVD 88     -        65.046  (meters)     213.41   (feet)  ADJUSTED  
 GW2001  ___________________________________________________________________
 GW2001  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2001  DYNAMIC HT  -          65.002 (meters)     213.26  (feet)  COMP
 GW2001  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 GW2001
 GW2001  VERT ORDER  -  FIRST     CLASS II
 GW2001
 GW2001.The horizontal coordinates were scaled from a topographic map and have
 GW2001.an estimated accuracy of +/- 6 seconds.
 GW2001
 GW2001.The orthometric height was determined by differential leveling
 GW2001.and adjusted by the National Geodetic Survey in June 1991..
 GW2001
 GW2001.The geoid height was determined by GEOID03.
 GW2001
 GW2001.The dynamic height is computed by dividing the NAVD 88
 GW2001.geopotential number by the normal gravity value computed on the
 GW2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2001.degrees latitude (g = 980.6199 gals.).
 GW2001
 GW2001.The modeled gravity was interpolated from observed gravity values.
 GW2001
 GW2001;                    North         East    Units  Estimated Accuracy
 GW2001;SPC VA S     - 1,155,040.    3,541,700.      MT  (+/- 180 meters Scaled)
 GW2001
 GW2001                          SUPERSEDED SURVEY CONTROL
 GW2001
 GW2001.No superseded survey control is available for this station.
 GW2001
 GW2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB620799(NAD 83)
 GW2001_MARKER: I = METAL ROD
 GW2001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2001_SP_SET: STAINLESS STEEL ROD
 GW2001_STAMPING: C 497 1983
 GW2001_MARK LOGO: NGS   
 GW2001_PROJECTION: FLUSH
 GW2001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2001_ROD/PIPE-DEPTH: 8.5  meters
 GW2001
 GW2001  HISTORY     - Date     Condition        Report By
 GW2001  HISTORY     - 1983     MONUMENTED       NGS
 GW2001  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW2001
 GW2001                          STATION DESCRIPTION
 GW2001
 GW2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2001'14.5 KM (9.0 MI) WNW FROM GOOCHLAND.
 GW2001'14.5 KM (9.0 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 6 FROM THE POST
 GW2001'OFFICE IN GOOCHLAND TO THE MARK ON THE LEFT, AT THE NORTHWEST END OF A
 GW2001'METAL GUARDRAIL, 0.2 KM (0.1 MI) NORTHWEST OF THE HIGHWAY BRIDGE OVER
 GW2001'TARRED RAT CREEK, 9.14 METERS (30.0 FT) SOUTHWEST OF THE CENTERLINE OF
 GW2001'THE HIGHWAY, 3.35 METERS (11.0 FT) SOUTHEAST OF A TRAIL ROAD LEADING
 GW2001'SOUTHWEST, 0.21 METER (0.7 FT) NORTH OF THE LAST I-BEAM SUPPORT OF THE
 GW2001'GUARDRAIL.
 GW2001'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 GW2001'THE MARK IS 0.45 M BELOW HIGHWAY.
 GW2001
 GW2001                          STATION RECOVERY (1998)
 GW2001
 GW2001'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2095 ***********************************************************************
 FY2095  DESIGNATION -  C 498
 FY2095  PID         -  FY2095
 FY2095  STATE/COUNTY-  VA/C OF DANVILLE
 FY2095  USGS QUAD   -  DANVILLE (1984)
 FY2095
 FY2095                         *CURRENT SURVEY CONTROL
 FY2095  ___________________________________________________________________
 FY2095* NAD 83(1986)-  36 33 48.     (N)    079 26 49.     (W)     SCALED    
 FY2095* NAVD 88     -       177.639  (meters)     582.80   (feet)  ADJUSTED  
 FY2095  ___________________________________________________________________
 FY2095  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FY2095  DYNAMIC HT  -         177.492 (meters)     582.32  (feet)  COMP
 FY2095  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 FY2095
 FY2095  VERT ORDER  -  FIRST     CLASS II
 FY2095
 FY2095.The horizontal coordinates were scaled from a topographic map and have
 FY2095.an estimated accuracy of +/- 6 seconds.
 FY2095
 FY2095.The orthometric height was determined by differential leveling
 FY2095.and adjusted by the National Geodetic Survey in June 1991..
 FY2095
 FY2095.The geoid height was determined by GEOID03.
 FY2095
 FY2095.The dynamic height is computed by dividing the NAVD 88
 FY2095.geopotential number by the normal gravity value computed on the
 FY2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2095.degrees latitude (g = 980.6199 gals.).
 FY2095
 FY2095.The modeled gravity was interpolated from observed gravity values.
 FY2095
 FY2095;                    North         East    Units  Estimated Accuracy
 FY2095;SPC VA S     - 1,025,950.    3,415,230.      MT  (+/- 180 meters Scaled)
 FY2095
 FY2095                          SUPERSEDED SURVEY CONTROL
 FY2095
 FY2095  NGVD 29 (03/05/92)  177.875  (m)          583.58   (f) ADJUSTED    1 2
 FY2095
 FY2095.Superseded values are not recommended for survey control.
 FY2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2095.See file dsdata.txt to determine how the superseded data were derived.
 FY2095
 FY2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA389475(NAD 83)
 FY2095_MARKER: I = METAL ROD
 FY2095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2095_SP_SET: STAINLESS STEEL ROD
 FY2095_STAMPING: C 498 1983
 FY2095_MARK LOGO: NGS   
 FY2095_PROJECTION: FLUSH
 FY2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2095_ROD/PIPE-DEPTH: 6.1  meters
 FY2095
 FY2095  HISTORY     - Date     Condition        Report By
 FY2095  HISTORY     - 1983     MONUMENTED       NGS
 FY2095
 FY2095                          STATION DESCRIPTION
 FY2095
 FY2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2095'5.55 KM (3.45 MI) SW FROM DANVILLE.
 FY2095'4.75 KM (2.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 29 BUSINESS FROM THE
 FY2095'POST OFFICE IN DANVILLE, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG U.S.
 FY2095'HIGHWAY 29 TO THE MARK ON THE LEFT, AT THE WELCOME TO DANVILLE SIGN,
 FY2095'6.40 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE
 FY2095'OF THE HIGHWAY, 1.98 METERS (6.5 FT) NORTH OF THE NORTH END OF THE
 FY2095'BRICK WORK OF THE SIGN, 1.52 METERS (5.0 FT) WEST OF UTILITY POLE
 FY2095'333P.
 FY2095'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2019 ***********************************************************************
 GW2019  DESIGNATION -  C 499
 GW2019  PID         -  GW2019
 GW2019  STATE/COUNTY-  VA/FLUVANNA
 GW2019  USGS QUAD   -  SCOTTSVILLE (1974)
 GW2019
 GW2019                         *CURRENT SURVEY CONTROL
 GW2019  ___________________________________________________________________
 GW2019* NAD 83(1986)-  37 47 08.     (N)    078 23 58.     (W)     SCALED    
 GW2019* NAVD 88     -       109.264  (meters)     358.48   (feet)  ADJUSTED  
 GW2019  ___________________________________________________________________
 GW2019  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2019  DYNAMIC HT  -         109.189 (meters)     358.23  (feet)  COMP
 GW2019  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GW2019
 GW2019  VERT ORDER  -  FIRST     CLASS II
 GW2019
 GW2019.The horizontal coordinates were scaled from a topographic map and have
 GW2019.an estimated accuracy of +/- 6 seconds.
 GW2019
 GW2019.The orthometric height was determined by differential leveling
 GW2019.and adjusted by the National Geodetic Survey in June 1991..
 GW2019
 GW2019.Photographs are available for this station.
 GW2019
 GW2019.The geoid height was determined by GEOID03.
 GW2019
 GW2019.The dynamic height is computed by dividing the NAVD 88
 GW2019.geopotential number by the normal gravity value computed on the
 GW2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2019.degrees latitude (g = 980.6199 gals.).
 GW2019
 GW2019.The modeled gravity was interpolated from observed gravity values.
 GW2019
 GW2019;                    North         East    Units  Estimated Accuracy
 GW2019;SPC VA S     - 1,161,170.    3,508,860.      MT  (+/- 180 meters Scaled)
 GW2019
 GW2019                          SUPERSEDED SURVEY CONTROL
 GW2019
 GW2019.No superseded survey control is available for this station.
 GW2019
 GW2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB290852(NAD 83)
 GW2019_MARKER: I = METAL ROD
 GW2019_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2019_SP_SET: STAINLESS STEEL ROD
 GW2019_STAMPING: C 499 1983
 GW2019_MARK LOGO: NGS   
 GW2019_PROJECTION: FLUSH
 GW2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2019+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2019_ROD/PIPE-DEPTH: 4.26 meters
 GW2019
 GW2019  HISTORY     - Date     Condition        Report By
 GW2019  HISTORY     - 1983     MONUMENTED       NGS
 GW2019  HISTORY     - 19980207 GOOD             USPSQD
 GW2019  HISTORY     - 20020918 GOOD             NGS
 GW2019  HISTORY     - 20031009 GOOD             USPSQD
 GW2019  HISTORY     - 20060209 GOOD             USPSQD
 GW2019
 GW2019                          STATION DESCRIPTION
 GW2019
 GW2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2019'9.3 KM (5.8 MI) EAST FROM SCOTTSVILLE.
 GW2019'9.3 KM (5.8 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF STATE
 GW2019'HIGHWAY 20 IN SCOTTSVILLE TO THE MARK ON THE LEFT, 12.65 METERS
 GW2019'(41.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS
 GW2019'(39.0 FT) EAST OF THE CENTER OF A DIP TRACK ROAD LEADING
 GW2019'NORTH-NORTHEAST, 0.61 METER (2.0 FT) WEST OF POWER POLE CE37.
 GW2019'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 GW2019'THE MARK IS 1.83 M ABOVE HIGHWAY.
 GW2019
 GW2019                          STATION RECOVERY (1998)
 GW2019
 GW2019'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2019'RECOVERED IN GOOD CONDITION.
 GW2019
 GW2019                          STATION RECOVERY (2002)
 GW2019
 GW2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (NC)
 GW2019'GPS USABLE WITH EASTERN BLOCKAGE OF A POWER POLE
 GW2019
 GW2019                          STATION RECOVERY (2003)
 GW2019
 GW2019'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2019'RECOVERED IN GOOD CONDITION.
 GW2019
 GW2019                          STATION RECOVERY (2006)
 GW2019
 GW2019'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3326 ***********************************************************************
 HV3326  DESIGNATION -  C 5 USGS
 HV3326  PID         -  HV3326
 HV3326  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3326  USGS QUAD   -  SALEM CHURCH (1994)
 HV3326
 HV3326                         *CURRENT SURVEY CONTROL
 HV3326  ___________________________________________________________________
 HV3326* NAD 83(1986)-  38 16 50.     (N)    077 36 03.     (W)     SCALED    
 HV3326* NAVD 88     -       100.852  (meters)     330.88   (feet)  ADJUSTED  
 HV3326  ___________________________________________________________________
 HV3326  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HV3326  DYNAMIC HT  -         100.788 (meters)     330.67  (feet)  COMP
 HV3326  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 HV3326
 HV3326  VERT ORDER  -  SECOND    CLASS 0
 HV3326
 HV3326.The horizontal coordinates were scaled from a topographic map and have
 HV3326.an estimated accuracy of +/- 6 seconds.
 HV3326
 HV3326.The orthometric height was determined by differential leveling
 HV3326.and adjusted by the National Geodetic Survey in June 1991..
 HV3326
 HV3326.The geoid height was determined by GEOID03.
 HV3326
 HV3326.The dynamic height is computed by dividing the NAVD 88
 HV3326.geopotential number by the normal gravity value computed on the
 HV3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3326.degrees latitude (g = 980.6199 gals.).
 HV3326
 HV3326.The modeled gravity was interpolated from observed gravity values.
 HV3326
 HV3326;                    North         East    Units  Estimated Accuracy
 HV3326;SPC VA N     - 2,068,530.    3,578,670.      MT  (+/- 180 meters Scaled)
 HV3326
 HV3326                          SUPERSEDED SURVEY CONTROL
 HV3326
 HV3326  NGVD 29 (??/??/??)  101.137  (m)          331.81   (f) ADJUSTED    2 0
 HV3326
 HV3326.Superseded values are not recommended for survey control.
 HV3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3326.See file dsdata.txt to determine how the superseded data were derived.
 HV3326
 HV3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH725401(NAD 83)
 HV3326_MARKER: DD = SURVEY DISK
 HV3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3326_STAMPING: 332 C 5 1926
 HV3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3326+STABILITY: SURFACE MOTION
 HV3326
 HV3326  HISTORY     - Date     Condition        Report By
 HV3326  HISTORY     - 1926     MONUMENTED       USGS
 HV3326  HISTORY     - 1938     GOOD             CGS
 HV3326  HISTORY     - 1941     GOOD             CGS
 HV3326  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3326  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 HV3326
 HV3326                          STATION DESCRIPTION
 HV3326
 HV3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3326'8.6 MI W FROM FREDERICKSBURG.
 HV3326'ABOUT 8.6 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3326'FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT CHANCELLOR, ABOUT 83
 HV3326'FEET EAST OF A POINT 38 FEET SOUTH OF THE CENTER OF A DIRT-ROAD
 HV3326'CROSSING, 40 FEET EAST OF A LARGE RED OAK TREE, AND 36 FEET
 HV3326'NORTH OF A YARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HV3326'STANDARD DISK, STAMPED 332 C 5 1926 AND SET IN THE TOP OF A
 HV3326'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HV3326
 HV3326                          STATION RECOVERY (1941)
 HV3326
 HV3326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3326'RECOVERED IN GOOD CONDITION.
 HV3326
 HV3326                          STATION RECOVERY (1984)
 HV3326
 HV3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3326'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
 HV3326
 HV3326                          STATION RECOVERY (1998)
 HV3326
 HV3326'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1118 ***********************************************************************
 GW1118  DESIGNATION -  C 50
 GW1118  PID         -  GW1118
 GW1118  STATE/COUNTY-  VA/AMHERST
 GW1118  USGS QUAD   -  KELLY (1986)
 GW1118
 GW1118                         *CURRENT SURVEY CONTROL
 GW1118  ___________________________________________________________________
 GW1118* NAD 83(1986)-  37 26 17.     (N)    079 00 59.     (W)     SCALED    
 GW1118* NAVD 88     -       139.168  (meters)     456.59   (feet)  ADJUSTED  
 GW1118  ___________________________________________________________________
 GW1118  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW1118  DYNAMIC HT  -         139.066 (meters)     456.25  (feet)  COMP
 GW1118  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 GW1118
 GW1118  VERT ORDER  -  FIRST     CLASS II
 GW1118
 GW1118.The horizontal coordinates were scaled from a topographic map and have
 GW1118.an estimated accuracy of +/- 6 seconds.
 GW1118
 GW1118.The orthometric height was determined by differential leveling
 GW1118.and adjusted by the National Geodetic Survey in June 1991..
 GW1118
 GW1118.The geoid height was determined by GEOID03.
 GW1118
 GW1118.The dynamic height is computed by dividing the NAVD 88
 GW1118.geopotential number by the normal gravity value computed on the
 GW1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1118.degrees latitude (g = 980.6199 gals.).
 GW1118
 GW1118.The modeled gravity was interpolated from observed gravity values.
 GW1118
 GW1118;                    North         East    Units  Estimated Accuracy
 GW1118;SPC VA S     - 1,122,720.    3,454,300.      MT  (+/- 180 meters Scaled)
 GW1118
 GW1118                          SUPERSEDED SURVEY CONTROL
 GW1118
 GW1118  NGVD 29 (??/??/92)  139.400  (m)          457.35   (f) ADJ UNCH    1 2
 GW1118
 GW1118.Superseded values are not recommended for survey control.
 GW1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1118.See file dsdata.txt to determine how the superseded data were derived.
 GW1118
 GW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB754453(NAD 83)
 GW1118_MARKER: DD = SURVEY DISK
 GW1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1118_SP_SET: CULVERT
 GW1118_STAMPING: 457.355 C 50 1926
 GW1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1118
 GW1118  HISTORY     - Date     Condition        Report By
 GW1118  HISTORY     - 1926     MONUMENTED       USGS
 GW1118  HISTORY     - 1944     GOOD             NGS
 GW1118
 GW1118                          STATION DESCRIPTION
 GW1118
 GW1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW1118'0.7 MI SW FROM GALTS MILL.
 GW1118'0.7 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW1118'STATION AT GALTS MILL, 340 FEET SOUTHWEST OF MILEPOST 134, 85
 GW1118'FEET NORTH OF THE CENTERLINE OF THE TRACK, ON THE NORTH SIDE OF
 GW1118'AN OLD CANAL, AT A STONE-ARCH CULVERT, 5 FEET FROM THE EAST END
 GW1118'OF THE COPING, AND ABOUT 20 FEET LOWER THAN THE RAIL.  A U.S.
 GW1118'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 457.355 C 50 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1578 ***********************************************************************
 FX1578  DESIGNATION -  C 50
 FX1578  PID         -  FX1578
 FX1578  STATE/COUNTY-  VA/BRUNSWICK
 FX1578  USGS QUAD   -  ALBERTA (1970)
 FX1578
 FX1578                         *CURRENT SURVEY CONTROL
 FX1578  ___________________________________________________________________
 FX1578* NAD 83(1986)-  36 47 45.     (N)    077 57 44.     (W)     SCALED    
 FX1578* NAVD 88     -       106.867  (meters)     350.61   (feet)  ADJUSTED  
 FX1578  ___________________________________________________________________
 FX1578  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FX1578  DYNAMIC HT  -         106.784 (meters)     350.34  (feet)  COMP
 FX1578  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX1578
 FX1578  VERT ORDER  -  SECOND    CLASS 0
 FX1578
 FX1578.The horizontal coordinates were scaled from a topographic map and have
 FX1578.an estimated accuracy of +/- 6 seconds.
 FX1578
 FX1578.The orthometric height was determined by differential leveling
 FX1578.and adjusted by the National Geodetic Survey in June 1991..
 FX1578
 FX1578.The geoid height was determined by GEOID03.
 FX1578
 FX1578.The dynamic height is computed by dividing the NAVD 88
 FX1578.geopotential number by the normal gravity value computed on the
 FX1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1578.degrees latitude (g = 980.6199 gals.).
 FX1578
 FX1578.The modeled gravity was interpolated from observed gravity values.
 FX1578
 FX1578;                    North         East    Units  Estimated Accuracy
 FX1578;SPC VA S     - 1,051,460.    3,548,000.      MT  (+/- 180 meters Scaled)
 FX1578
 FX1578                          SUPERSEDED SURVEY CONTROL
 FX1578
 FX1578  NGVD 29 (??/??/92)  107.183  (m)          351.65   (f) ADJ UNCH    2 0
 FX1578
 FX1578.Superseded values are not recommended for survey control.
 FX1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1578.See file dsdata.txt to determine how the superseded data were derived.
 FX1578
 FX1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF356763(NAD 83)
 FX1578_MARKER: DB = BENCH MARK DISK
 FX1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1578_STAMPING: 351.650 C 50 1934
 FX1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1578+STABILITY: SURFACE MOTION
 FX1578
 FX1578  HISTORY     - Date     Condition        Report By
 FX1578  HISTORY     - 1934     MONUMENTED       CGS
 FX1578  HISTORY     - 1960     GOOD             NGS
 FX1578  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1578
 FX1578                          STATION DESCRIPTION
 FX1578
 FX1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1578'0.5 MI W FROM MEREDITHVILLE.
 FX1578'ABOUT 0.5 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX1578'OVERPASS OF ROAD 644 OVER THE RAILWAY, 38 1/2 FEET SOUTHEAST
 FX1578'OF THE SOUTHEAST RAIL OF MAIN TRACK AND ON THE INSIDE OF A CURVE,
 FX1578'134 FEET NORTHEAST OF MILEPOST 68, 3 1/2 FEET SOUTHWEST OF
 FX1578'TELEPHONE POLE NO. E 57 A, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 FX1578'THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FX1578'ALSO ABOUT 0.45 MILE SOUTH-SOUTHEAST ALONG BLACK TOP ROAD 644
 FX1578'FROM THE INTERSECTION OF U.S. HIGHWAY 1, THENCE ABOUT 0.4 MILE
 FX1578'WEST-SOUTHWEST ALONG ROAD 639, THENCE ABOUT 0.1 MILE SOUTH ALONG
 FX1578'A TRAIL ROAD.
 FX1578
 FX1578                          STATION RECOVERY (2001)
 FX1578
 FX1578'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1081 ***********************************************************************
 JW1081  DESIGNATION -  C 500
 JW1081  PID         -  JW1081
 JW1081  STATE/COUNTY-  VA/CLARKE
 JW1081  USGS QUAD   -  STEPHENSON (1987)
 JW1081
 JW1081                         *CURRENT SURVEY CONTROL
 JW1081  ___________________________________________________________________
 JW1081* NAD 83(1986)-  39 13 23.     (N)    078 02 19.     (W)     SCALED    
 JW1081* NAVD 88     -       166.521  (meters)     546.33   (feet)  ADJUSTED  
 JW1081  ___________________________________________________________________
 JW1081  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JW1081  DYNAMIC HT  -         166.418 (meters)     545.99  (feet)  COMP
 JW1081  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 JW1081
 JW1081  VERT ORDER  -  FIRST     CLASS II
 JW1081
 JW1081.The horizontal coordinates were scaled from a topographic map and have
 JW1081.an estimated accuracy of +/- 6 seconds.
 JW1081
 JW1081.The orthometric height was determined by differential leveling
 JW1081.and adjusted by the National Geodetic Survey in June 1991..
 JW1081
 JW1081.The geoid height was determined by GEOID03.
 JW1081
 JW1081.The dynamic height is computed by dividing the NAVD 88
 JW1081.geopotential number by the normal gravity value computed on the
 JW1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1081.degrees latitude (g = 980.6199 gals.).
 JW1081
 JW1081.The modeled gravity was interpolated from observed gravity values.
 JW1081
 JW1081;                    North         East    Units  Estimated Accuracy
 JW1081;SPC VA N     - 2,172,860.    3,539,840.      MT  (+/- 180 meters Scaled)
 JW1081
 JW1081                          SUPERSEDED SURVEY CONTROL
 JW1081
 JW1081.No superseded survey control is available for this station.
 JW1081
 JW1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD556457(NAD 83)
 JW1081_MARKER: DB = BENCH MARK DISK
 JW1081_SETTING: 66 = SET IN ROCK OUTCROP
 JW1081_SP_SET: ROCK OUTCROP
 JW1081_STAMPING: C 500 1983
 JW1081_MARK LOGO: NGS   
 JW1081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1081+STABILITY: POSITION/ELEVATION WELL
 JW1081
 JW1081  HISTORY     - Date     Condition        Report By
 JW1081  HISTORY     - 1983     MONUMENTED       NGS
 JW1081
 JW1081                          STATION DESCRIPTION
 JW1081
 JW1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1081'8.8 KM (5.5 MI) SW FROM SUMMIT POINT WV.
 JW1081'2.4 KM (1.5 MI) SOUTHWEST ALONG COUNTY ROAD 13 FROM THE JUNCTION OF
 JW1081'LEETOWN ROAD IN SUMMIT POINT, WV, THENCE 1.6 KM (1.0 MI) SOUTHWEST
 JW1081'ALONG COUNTY ROAD 2 (HARDESTY ROAD) TO THE VIRGINIA STATE LINE, THENCE
 JW1081'4.8 KM (3.0 MI) SOUTHWEST ALONG COUNTY ROAD 761 TO THE MARK ON THE
 JW1081'RIGHT, IN BEDROCK, IN THE FRONT LAWN OF A TWO STORY HOUSE, ALSO 7.4 KM
 JW1081'(4.6 MI) NORTHEAST ALONG COUNTY ROAD 761 FROM THE JUNCTION OF U.S.
 JW1081'HIGHWAY 11 IN STEPHENSON TO THE MARK ON THE LEFT, 13.7 METERS
 JW1081'(45.0 FT) NORTH OF THE CENTER OF THE ROAD, 14.0 METERS (46.0 FT)
 JW1081'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 9.7 METERS (32.0 FT)
 JW1081'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 JW1081'THE MARK IS 0.18 M ABOVE ROAD..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3160 ***********************************************************************
 HW3160  DESIGNATION -  C 501
 HW3160  PID         -  HW3160
 HW3160  STATE/COUNTY-  VA/WARREN
 HW3160  USGS QUAD   -  FRONT ROYAL (1994)
 HW3160
 HW3160                         *CURRENT SURVEY CONTROL
 HW3160  ___________________________________________________________________
 HW3160* NAD 83(1986)-  38 53 59.     (N)    078 10 53.     (W)     SCALED    
 HW3160* NAVD 88     -       205.769  (meters)     675.09   (feet)  ADJUSTED  
 HW3160  ___________________________________________________________________
 HW3160  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HW3160  DYNAMIC HT  -         205.633 (meters)     674.65  (feet)  COMP
 HW3160  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HW3160
 HW3160  VERT ORDER  -  FIRST     CLASS II
 HW3160
 HW3160.The horizontal coordinates were scaled from a topographic map and have
 HW3160.an estimated accuracy of +/- 6 seconds.
 HW3160
 HW3160.The orthometric height was determined by differential leveling
 HW3160.and adjusted by the National Geodetic Survey in June 1991..
 HW3160
 HW3160.The geoid height was determined by GEOID03.
 HW3160
 HW3160.The dynamic height is computed by dividing the NAVD 88
 HW3160.geopotential number by the normal gravity value computed on the
 HW3160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3160.degrees latitude (g = 980.6199 gals.).
 HW3160
 HW3160.The modeled gravity was interpolated from observed gravity values.
 HW3160
 HW3160;                    North         East    Units  Estimated Accuracy
 HW3160;SPC VA N     - 2,136,920.    3,527,640.      MT  (+/- 180 meters Scaled)
 HW3160
 HW3160                          SUPERSEDED SURVEY CONTROL
 HW3160
 HW3160.No superseded survey control is available for this station.
 HW3160
 HW3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD444094(NAD 83)
 HW3160_MARKER: DB = BENCH MARK DISK
 HW3160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3160_SP_SET: HEADWALL
 HW3160_STAMPING: C 501 1983
 HW3160_MARK LOGO: NGS   
 HW3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3160+STABILITY: SURFACE MOTION
 HW3160
 HW3160  HISTORY     - Date     Condition        Report By
 HW3160  HISTORY     - 1983     MONUMENTED       NGS
 HW3160
 HW3160                          STATION DESCRIPTION
 HW3160
 HW3160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3160'1.3 KM (0.8 MI) SE FROM FRONT ROYAL.
 HW3160'1.3 KM (0.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 522 FROM THE JUNCTION OF
 HW3160'STATE HIGHWAY 55 IN FRONT ROYAL TO THE MARK ON THE LEFT, IN TOP OF THE
 HW3160'SOUTH END OF A CONCRETE HEADWALL FOR A 20-INCH CONCRETE CULVERT UNDER
 HW3160'THE HIGHWAY, 9.36 METERS (30.7 FT) EAST OF THE CENTERLINE OF THE
 HW3160'HIGHWAY, 0.12 METER (0.4 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 HW3160'THE MARK IS 0.29 METERS  N FROM A WITNESS POST.
 HW3160'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3183 ***********************************************************************
 HW3183  DESIGNATION -  C 502
 HW3183  PID         -  HW3183
 HW3183  STATE/COUNTY-  VA/ORANGE
 HW3183  USGS QUAD   -  RAPIDAN (1984)
 HW3183
 HW3183                         *CURRENT SURVEY CONTROL
 HW3183  ___________________________________________________________________
 HW3183* NAD 83(1986)-  38 18 13.     (N)    078 03 04.     (W)     SCALED    
 HW3183* NAVD 88     -        96.371  (meters)     316.18   (feet)  ADJUSTED  
 HW3183  ___________________________________________________________________
 HW3183  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW3183  DYNAMIC HT  -          96.311 (meters)     315.98  (feet)  COMP
 HW3183  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 HW3183
 HW3183  VERT ORDER  -  FIRST     CLASS II
 HW3183
 HW3183.The horizontal coordinates were scaled from a topographic map and have
 HW3183.an estimated accuracy of +/- 6 seconds.
 HW3183
 HW3183.The orthometric height was determined by differential leveling
 HW3183.and adjusted by the National Geodetic Survey in June 1991..
 HW3183
 HW3183.The geoid height was determined by GEOID03.
 HW3183
 HW3183.The dynamic height is computed by dividing the NAVD 88
 HW3183.geopotential number by the normal gravity value computed on the
 HW3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3183.degrees latitude (g = 980.6199 gals.).
 HW3183
 HW3183.The modeled gravity was interpolated from observed gravity values.
 HW3183
 HW3183;                    North         East    Units  Estimated Accuracy
 HW3183;SPC VA N     - 2,070,800.    3,539,260.      MT  (+/- 180 meters Scaled)
 HW3183
 HW3183                          SUPERSEDED SURVEY CONTROL
 HW3183
 HW3183.No superseded survey control is available for this station.
 HW3183
 HW3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC578436(NAD 83)
 HW3183_MARKER: DB = BENCH MARK DISK
 HW3183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3183_SP_SET: ABUTMENT
 HW3183_STAMPING: C 502 1984
 HW3183_MARK LOGO: NGS   
 HW3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3183+STABILITY: SURFACE MOTION
 HW3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW3183+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW3183
 HW3183  HISTORY     - Date     Condition        Report By
 HW3183  HISTORY     - 1984     MONUMENTED       NGS
 HW3183  HISTORY     - 19980924 GOOD             USPSQD
 HW3183  HISTORY     - 20030311 GOOD             USPSQD
 HW3183  HISTORY     - 20060106 GOOD             USPSQD
 HW3183
 HW3183                          STATION DESCRIPTION
 HW3183
 HW3183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3183'1.6 KM (1.0 MI) SE FROM RAPIDAN.
 HW3183'1.6 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3183'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3183'MARK ON THE LEFT, IN TOP OF THE SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE
 HW3183'OVER A SMALL STREAM, 4.72 METERS (15.5 FT) NORTHEAST OF THE CENTER OF
 HW3183'THE HIGHWAY, 0.30 METER (1.0 FT) SOUTHWEST OF THE END OF THE ABUTMENT.
 HW3183'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HW3183
 HW3183                          STATION RECOVERY (1998)
 HW3183
 HW3183'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW3183'RECOVERED IN GOOD CONDITION.
 HW3183
 HW3183                          STATION RECOVERY (2003)
 HW3183
 HW3183'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW3183'RECOVERED IN GOOD CONDITION.
 HW3183
 HW3183                          STATION RECOVERY (2006)
 HW3183
 HW3183'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2107 ***********************************************************************
 GW2107  DESIGNATION -  C 503
 GW2107  PID         -  GW2107
 GW2107  STATE/COUNTY-  VA/BEDFORD
 GW2107  USGS QUAD   -  LYNCHBURG (1984)
 GW2107
 GW2107                         *CURRENT SURVEY CONTROL
 GW2107  ___________________________________________________________________
 GW2107* NAD 83(1986)-  37 26 45.     (N)    079 12 51.     (W)     SCALED    
 GW2107* NAVD 88     -       239.511  (meters)     785.80   (feet)  ADJUSTED  
 GW2107  ___________________________________________________________________
 GW2107  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW2107  DYNAMIC HT  -         239.331 (meters)     785.21  (feet)  COMP
 GW2107  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 GW2107
 GW2107  VERT ORDER  -  FIRST     CLASS II
 GW2107
 GW2107.The horizontal coordinates were scaled from a topographic map and have
 GW2107.an estimated accuracy of +/- 6 seconds.
 GW2107
 GW2107.The orthometric height was determined by differential leveling
 GW2107.and adjusted by the National Geodetic Survey in June 1991..
 GW2107
 GW2107.The geoid height was determined by GEOID03.
 GW2107
 GW2107.The dynamic height is computed by dividing the NAVD 88
 GW2107.geopotential number by the normal gravity value computed on the
 GW2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2107.degrees latitude (g = 980.6199 gals.).
 GW2107
 GW2107.The modeled gravity was interpolated from observed gravity values.
 GW2107
 GW2107;                    North         East    Units  Estimated Accuracy
 GW2107;SPC VA S     - 1,123,700.    3,436,810.      MT  (+/- 180 meters Scaled)
 GW2107
 GW2107                          SUPERSEDED SURVEY CONTROL
 GW2107
 GW2107.No superseded survey control is available for this station.
 GW2107
 GW2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB579458(NAD 83)
 GW2107_MARKER: I = METAL ROD
 GW2107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2107_SP_SET: STAINLESS STEEL ROD
 GW2107_STAMPING: C 503 1984
 GW2107_MARK LOGO: NGS   
 GW2107_PROJECTION: FLUSH
 GW2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2107+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 GW2107_ROD/PIPE-DEPTH: 7.2  meters
 GW2107
 GW2107  HISTORY     - Date     Condition        Report By
 GW2107  HISTORY     - 1984     MONUMENTED       NGS
 GW2107  HISTORY     - 20051025 GOOD             GEOCAC
 GW2107
 GW2107                          STATION DESCRIPTION
 GW2107
 GW2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2107'2.7 KM (1.65 MI) WNW FROM RIVERMONT.
 GW2107'2.7 KM (1.65 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 501 FROM THE
 GW2107'VIRGINIA BAPTIST HOSPITAL IN RIVERMONT TO THE MARK ON THE RIGHT, AT
 GW2107'THE WEST CORNER OF THE ENGINE HOUSE OF FIRE COMPANY 5, 21.94 METERS
 GW2107'(72.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.10 METERS
 GW2107'(3.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE PAVED ENTRANCE OF THE
 GW2107'ENGINE HOUSE, 1.10 METERS (3.5 FT) SOUTHWEST OF THE WEST CORNER OF THE
 GW2107'ENGINE HOUSE.
 GW2107'THE MARK IS 0.45 M ABOVE HIGHWAY.
 GW2107
 GW2107                          STATION RECOVERY (2005)
 GW2107
 GW2107'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2107'LOCATED AS PREVIOUSLY DESCRIBED EXCEPT WITHIN THE LIMITS OF THE
 GW2107'INDEPENDENT CITY OF LYNCHBURG, NOT BEDFORD COUNTY.  THE FIRE STATION
 GW2107'IS AT 4800 BOONSBORO ROAD.  HANDHELD COORDINATES ARE N37-26-46.26
 GW2107'W079-12-53.10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2123 ***********************************************************************
 GW2123  DESIGNATION -  C 504
 GW2123  PID         -  GW2123
 GW2123  STATE/COUNTY-  VA/BOTETOURT
 GW2123  USGS QUAD   -  BUCHANAN (1985)
 GW2123
 GW2123                         *CURRENT SURVEY CONTROL
 GW2123  ___________________________________________________________________
 GW2123* NAD 83(1986)-  37 33 49.     (N)    079 43 43.     (W)     SCALED    
 GW2123* NAVD 88     -       295.330  (meters)     968.93   (feet)  ADJUSTED  
 GW2123  ___________________________________________________________________
 GW2123  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GW2123  DYNAMIC HT  -         295.096 (meters)     968.16  (feet)  COMP
 GW2123  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 GW2123
 GW2123  VERT ORDER  -  FIRST     CLASS II
 GW2123
 GW2123.The horizontal coordinates were scaled from a topographic map and have
 GW2123.an estimated accuracy of +/- 6 seconds.
 GW2123
 GW2123.The orthometric height was determined by differential leveling
 GW2123.and adjusted by the National Geodetic Survey in June 1991..
 GW2123
 GW2123.The geoid height was determined by GEOID03.
 GW2123
 GW2123.The dynamic height is computed by dividing the NAVD 88
 GW2123.geopotential number by the normal gravity value computed on the
 GW2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2123.degrees latitude (g = 980.6199 gals.).
 GW2123
 GW2123.The modeled gravity was interpolated from observed gravity values.
 GW2123
 GW2123;                    North         East    Units  Estimated Accuracy
 GW2123;SPC VA S     - 1,137,240.    3,391,460.      MT  (+/- 180 meters Scaled)
 GW2123
 GW2123                          SUPERSEDED SURVEY CONTROL
 GW2123
 GW2123.No superseded survey control is available for this station.
 GW2123
 GW2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB122581(NAD 83)
 GW2123_MARKER: DB = BENCH MARK DISK
 GW2123_SETTING: 66 = SET IN ROCK OUTCROP
 GW2123_SP_SET: ROCK OUTCROP
 GW2123_STAMPING: C 504 1984
 GW2123_MARK LOGO: NGS   
 GW2123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2123+STABILITY: POSITION/ELEVATION WELL
 GW2123
 GW2123  HISTORY     - Date     Condition        Report By
 GW2123  HISTORY     - 1984     MONUMENTED       NGS
 GW2123
 GW2123                          STATION DESCRIPTION
 GW2123
 GW2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2123'8.1 KM (5.05 MI) WNW FROM BUCHANAN.
 GW2123'8.1 KM (5.05 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 43 FROM THE
 GW2123'JUNCTION OF U.S. HIGHWAY 11 IN BUCHANAN TO THE MARK ON THE RIGHT, IN
 GW2123'TOP OF A ROCK OUTCROP, AT THE WEST EDGE OF THE FRONT LAWN OF A SINGLE
 GW2123'STORY FRAME HOUSE AND IN LINE WITH THE SOUTH FACE OF THE HOUSE,
 GW2123'7.80 METERS (25.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GW2123'31.70 METERS (104.0 FT) NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY OF
 GW2123'THE HOUSE, 20.30 METERS (66.5 FT) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 GW2123'BOX 23X98.
 GW2123'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 GW2123'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0700 ***********************************************************************
 FW0700  DESIGNATION -  C 505
 FW0700  PID         -  FW0700
 FW0700  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0700  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW0700
 FW0700                         *CURRENT SURVEY CONTROL
 FW0700  ___________________________________________________________________
 FW0700* NAD 83(1986)-  36 36 27.     (N)    075 52 54.     (W)     SCALED    
 FW0700* NAVD 88     -         4.227  (meters)      13.87   (feet)  ADJUSTED  
 FW0700  ___________________________________________________________________
 FW0700  GEOID HEIGHT-         -38.29  (meters)                     GEOID03
 FW0700  DYNAMIC HT  -           4.223 (meters)      13.86  (feet)  COMP
 FW0700  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 FW0700
 FW0700  VERT ORDER  -  FIRST     CLASS II
 FW0700
 FW0700.The horizontal coordinates were scaled from a topographic map and have
 FW0700.an estimated accuracy of +/- 6 seconds.
 FW0700
 FW0700.The orthometric height was determined by differential leveling
 FW0700.and adjusted by the National Geodetic Survey in June 1991..
 FW0700
 FW0700.The geoid height was determined by GEOID03.
 FW0700
 FW0700.The dynamic height is computed by dividing the NAVD 88
 FW0700.geopotential number by the normal gravity value computed on the
 FW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0700.degrees latitude (g = 980.6199 gals.).
 FW0700
 FW0700.The modeled gravity was interpolated from observed gravity values.
 FW0700
 FW0700;                    North         East    Units  Estimated Accuracy
 FW0700;SPC VA S     - 1,033,670.    3,734,230.      MT  (+/- 180 meters Scaled)
 FW0700
 FW0700                          SUPERSEDED SURVEY CONTROL
 FW0700
 FW0700.No superseded survey control is available for this station.
 FW0700
 FW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF211516(NAD 83)
 FW0700_MARKER: I = METAL ROD
 FW0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0700_SP_SET: STAINLESS STEEL ROD
 FW0700_STAMPING: C 505 1984
 FW0700_MARK LOGO: NGS   
 FW0700_PROJECTION: FLUSH
 FW0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0700+STABILITY: POSITION/ELEVATION WELL
 FW0700_ROD/PIPE-DEPTH: 8.5  meters
 FW0700
 FW0700  HISTORY     - Date     Condition        Report By
 FW0700  HISTORY     - 1984     MONUMENTED       NGS
 FW0700
 FW0700                          STATION DESCRIPTION
 FW0700
 FW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0700'16.9 KM (10.5 MI) SOUTH FROM SAND BRIDGE.
 FW0700'6.8 KM (4.25 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0700'BRIDGE ROAD IN SAND BRIDGE, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED
 FW0700'ROAD INTO THE BACK BAY NATIONAL WILDLIFE REFUGE, THENCE 8.1 KM
 FW0700'(5.05 MI) SOUTH ALONG THE BEACH FROM THE REFUGE GUARD HOUSE TO THE
 FW0700'MARK ON THE RIGHT, 10.06 METERS (33.0 FT) WEST OF THE EAST EDGE OF THE
 FW0700'FIRST SAND DUNE.
 FW0700'THE MARK IS 3.0 M ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3234 ***********************************************************************
 HW3234  DESIGNATION -  C 506
 HW3234  PID         -  HW3234
 HW3234  STATE/COUNTY-  VA/C OF STAUNTON
 HW3234  USGS QUAD   -  STAUNTON (1986)
 HW3234
 HW3234                         *CURRENT SURVEY CONTROL
 HW3234  ___________________________________________________________________
 HW3234* NAD 83(1986)-  38 09 36.     (N)    079 02 58.     (W)     SCALED    
 HW3234* NAVD 88     -       416.051  (meters)    1364.99   (feet)  ADJUSTED  
 HW3234  ___________________________________________________________________
 HW3234  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW3234  DYNAMIC HT  -         415.738 (meters)    1363.97  (feet)  COMP
 HW3234  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 HW3234
 HW3234  VERT ORDER  -  FIRST     CLASS II
 HW3234
 HW3234.The horizontal coordinates were scaled from a topographic map and have
 HW3234.an estimated accuracy of +/- 6 seconds.
 HW3234
 HW3234.The orthometric height was determined by differential leveling
 HW3234.and adjusted by the National Geodetic Survey in June 1991..
 HW3234
 HW3234.The geoid height was determined by GEOID03.
 HW3234
 HW3234.The dynamic height is computed by dividing the NAVD 88
 HW3234.geopotential number by the normal gravity value computed on the
 HW3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3234.degrees latitude (g = 980.6199 gals.).
 HW3234
 HW3234.The modeled gravity was interpolated from observed gravity values.
 HW3234
 HW3234;                    North         East    Units  Estimated Accuracy
 HW3234;SPC VA N     - 2,054,900.    3,451,850.      MT  (+/- 180 meters Scaled)
 HW3234
 HW3234                          SUPERSEDED SURVEY CONTROL
 HW3234
 HW3234.No superseded survey control is available for this station.
 HW3234
 HW3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC708253(NAD 83)
 HW3234_MARKER: DB = BENCH MARK DISK
 HW3234_SETTING: 66 = SET IN ROCK OUTCROP
 HW3234_SP_SET: ROCK OUTCROP
 HW3234_STAMPING: C 506 1984
 HW3234_MARK LOGO: NGS   
 HW3234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3234+STABILITY: POSITION/ELEVATION WELL
 HW3234
 HW3234  HISTORY     - Date     Condition        Report By
 HW3234  HISTORY     - 1984     MONUMENTED       NGS
 HW3234
 HW3234                          STATION DESCRIPTION
 HW3234
 HW3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3234'1.8 KM (1.1 MI) NE FROM STAUNTON.
 HW3234'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF
 HW3234'U.S. HIGHWAY 250 IN STAUNTON TO THE MARK ON THE LEFT, JUST BEFORE
 HW3234'REACHING THE STATE HIGHWAY DEPARTMENT, 18.29 METERS (60.0 FT)
 HW3234'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.96 METERS (65.5 FT)
 HW3234'NORTHEAST OF THE CENTER OF A ROAD LEADING INTO A FIELD, 17.98 METERS
 HW3234'(59.0 FT) SOUTHWEST OF THE CENTER OF A ROAD LEADING INTO A FIELD,
 HW3234'15.54 METERS (51.0 FT) EAST-SOUTHEAST OF CABLE POLE 16.
 HW3234'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 HW3234'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8110 ***********************************************************************
 HV8110  DESIGNATION -  C 507
 HV8110  PID         -  HV8110
 HV8110  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8110  USGS QUAD   -  SALEM CHURCH (1994)
 HV8110
 HV8110                         *CURRENT SURVEY CONTROL
 HV8110  ___________________________________________________________________
 HV8110* NAD 83(1986)-  38 17 35.     (N)    077 35 15.     (W)     SCALED    
 HV8110* NAVD 88     -       100.715  (meters)     330.43   (feet)  ADJUSTED  
 HV8110  ___________________________________________________________________
 HV8110  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV8110  DYNAMIC HT  -         100.651 (meters)     330.22  (feet)  COMP
 HV8110  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 HV8110
 HV8110  VERT ORDER  -  FIRST     CLASS II
 HV8110
 HV8110.The horizontal coordinates were scaled from a topographic map and have
 HV8110.an estimated accuracy of +/- 6 seconds.
 HV8110
 HV8110.The orthometric height was determined by differential leveling
 HV8110.and adjusted by the National Geodetic Survey in June 1991..
 HV8110
 HV8110.The geoid height was determined by GEOID03.
 HV8110
 HV8110.The dynamic height is computed by dividing the NAVD 88
 HV8110.geopotential number by the normal gravity value computed on the
 HV8110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8110.degrees latitude (g = 980.6199 gals.).
 HV8110
 HV8110.The modeled gravity was interpolated from observed gravity values.
 HV8110
 HV8110;                    North         East    Units  Estimated Accuracy
 HV8110;SPC VA N     - 2,069,920.    3,579,820.      MT  (+/- 180 meters Scaled)
 HV8110
 HV8110                          SUPERSEDED SURVEY CONTROL
 HV8110
 HV8110.No superseded survey control is available for this station.
 HV8110
 HV8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH737414(NAD 83)
 HV8110_MARKER: I = METAL ROD
 HV8110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8110_SP_SET: STAINLESS STEEL ROD
 HV8110_STAMPING: C 507 1984
 HV8110_MARK LOGO: NGS   
 HV8110_PROJECTION: FLUSH
 HV8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8110_ROD/PIPE-DEPTH: 6.0  meters
 HV8110
 HV8110  HISTORY     - Date     Condition        Report By
 HV8110  HISTORY     - 1984     MONUMENTED       NGS
 HV8110  HISTORY     - 19990407 GOOD             USPSQD
 HV8110  HISTORY     - 20031218 GOOD             GEOCAC
 HV8110
 HV8110                          STATION DESCRIPTION
 HV8110
 HV8110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8110'1.3 KM (0.8 MI) NW FROM CHANCELLOR.
 HV8110'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE ZOAN BAPTIST
 HV8110'CHURCH IN CHANCELLOR TO THE MARK ON THE LEFT, ON PROPERTY OWNED BY THE
 HV8110'CHANCELLOR SWIM CLUB AND ON THE SOUTH-SOUTHWEST SIDE OF THE EAST BOUND
 HV8110'LANES OF THE HIGHWAY, 15.39 METERS (50.5 FT) SOUTH-SOUTHWEST OF THE
 HV8110'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.25 METERS
 HV8110'(36.9 FT) NORTHEAST OF UTILITY POLE 163 14 A6 9262 WITH A SECURITY
 HV8110'LAMP, 1.07 METERS (3.5 FT) NORTH-NORTHEAST OF TELEPHONE POLE 163 12 D3
 HV8110'0900 WITH ONE GUY WIRE.
 HV8110'THE MARK IS 0.57 METERS  NNE FROM A WITNESS POST.
 HV8110'THE MARK IS 2.44 M ABOVE HIGHWAY.
 HV8110
 HV8110                          STATION RECOVERY (1999)
 HV8110
 HV8110'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8110'RECOVERED IN GOOD CONDITION.
 HV8110
 HV8110                          STATION RECOVERY (2003)
 HV8110
 HV8110'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8110'LOCATED AS DESCRIBED ON BLUFF SOUTHEAST OF AND OVERLOOKING 'CORTER
 HV8110'AVE./ANDORA DR./NEXT SIGNAL' HIGHWAY SIGN.
 HV8110' 
 HV8110'COORDINATES FROM HANDHELD GARMIN ETREX GPS RECEIVER - N38D 17M 35.9S,
 HV8110'W077D 35M 15.2S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8768 ***********************************************************************
 HV8768  DESIGNATION -  C 508
 HV8768  PID         -  HV8768
 HV8768  STATE/COUNTY-  VA/WESTMORELAND
 HV8768  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV8768
 HV8768                         *CURRENT SURVEY CONTROL
 HV8768  ___________________________________________________________________
 HV8768* NAD 83(1986)-  38 14 44.     (N)    076 59 14.     (W)     SCALED    
 HV8768* NAVD 88     -         5.488  (meters)      18.01   (feet)  ADJUSTED  
 HV8768  ___________________________________________________________________
 HV8768  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HV8768  DYNAMIC HT  -           5.484 (meters)      17.99  (feet)  COMP
 HV8768  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 HV8768
 HV8768  VERT ORDER  -  FIRST     CLASS II
 HV8768
 HV8768.The horizontal coordinates were scaled from a topographic map and have
 HV8768.an estimated accuracy of +/- 6 seconds.
 HV8768
 HV8768.The orthometric height was determined by differential leveling
 HV8768.and adjusted by the National Geodetic Survey in June 1991..
 HV8768
 HV8768.The geoid height was determined by GEOID03.
 HV8768
 HV8768.The dynamic height is computed by dividing the NAVD 88
 HV8768.geopotential number by the normal gravity value computed on the
 HV8768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8768.degrees latitude (g = 980.6199 gals.).
 HV8768
 HV8768.The modeled gravity was interpolated from observed gravity values.
 HV8768
 HV8768;                    North         East    Units  Estimated Accuracy
 HV8768;SPC VA N     - 2,065,350.    3,632,420.      MT  (+/- 180 meters Scaled)
 HV8768
 HV8768                          SUPERSEDED SURVEY CONTROL
 HV8768
 HV8768  NGVD 29 (05/17/90)    5.723  (m)           18.78   (f) ADJUSTED    1 2
 HV8768
 HV8768.Superseded values are not recommended for survey control.
 HV8768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8768.See file dsdata.txt to determine how the superseded data were derived.
 HV8768
 HV8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH261349(NAD 83)
 HV8768_MARKER: I = METAL ROD
 HV8768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8768_SP_SET: STAINLESS STEEL ROD
 HV8768_STAMPING: C 508 1990
 HV8768_MARK LOGO: NGS   
 HV8768_PROJECTION: FLUSH
 HV8768_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8768+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8768_ROD/PIPE-DEPTH: 18.2 meters
 HV8768
 HV8768  HISTORY     - Date     Condition        Report By
 HV8768  HISTORY     - 1990     MONUMENTED       NGS
 HV8768  HISTORY     - 19981121 GOOD             USPSQD
 HV8768  HISTORY     - 20030318 GOOD             USPSQD
 HV8768  HISTORY     - 20051115 GOOD             USPSQD
 HV8768
 HV8768                          STATION DESCRIPTION
 HV8768
 HV8768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8768'1.4 KM (0.87 MI) SOUTHERLY ALONG STATE HIGHWAY 205 FROM THE JUNCTION
 HV8768'OF COLONIAL AVENUE IN COLONIAL BEACH, 17.3 M (56.76 FT) SOUTHEAST OF
 HV8768'THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.09 FT) NORTHEAST OF THE
 HV8768'CENTER OF A PAVED ROAD LEADING SOUTHEAST, 9.0 M (29.53 FT) EAST OF
 HV8768'UTILITY POLE NUMBER HL58, 0.3 M (0.98 FT) SOUTHWEST OF A WITNESS POST
 HV8768', AND LEVEL WITH THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 HV8768'THROUGH A 5-INCH LOGO CAP.
 HV8768
 HV8768                          STATION RECOVERY (1998)
 HV8768
 HV8768'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8768'RECOVERED IN GOOD CONDITION.
 HV8768
 HV8768                          STATION RECOVERY (2003)
 HV8768
 HV8768'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8768'RECOVERED IN GOOD CONDITION.
 HV8768
 HV8768                          STATION RECOVERY (2005)
 HV8768
 HV8768'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1406 ***********************************************************************
 FX1406  DESIGNATION -  C 51
 FX1406  PID         -  FX1406
 FX1406  STATE/COUNTY-  VA/BRUNSWICK
 FX1406  USGS QUAD   -  DANIELTOWN (1986)
 FX1406
 FX1406                         *CURRENT SURVEY CONTROL
 FX1406  ___________________________________________________________________
 FX1406* NAD 83(1986)-  36 52 33.     (N)    077 55 03.     (W)     SCALED    
 FX1406* NAVD 88     -       118.844  (meters)     389.91   (feet)  POSTED    
 FX1406  ___________________________________________________________________
 FX1406  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FX1406  DYNAMIC HT  -         118.750 (meters)     389.60  (feet)  COMP
 FX1406  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 FX1406
 FX1406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1406
 FX1406.The horizontal coordinates were scaled from a topographic map and have
 FX1406.an estimated accuracy of +/- 6 seconds.
 FX1406
 FX1406.The orthometric height was determined by differential leveling
 FX1406.and adjusted by the National Geodetic Survey in 1992..
 FX1406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1406.rate of 1.1 thru 2.0 mm/km.
 FX1406
 FX1406.The geoid height was determined by GEOID03.
 FX1406
 FX1406.The dynamic height is computed by dividing the NAVD 88
 FX1406.geopotential number by the normal gravity value computed on the
 FX1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1406.degrees latitude (g = 980.6199 gals.).
 FX1406
 FX1406.The modeled gravity was interpolated from observed gravity values.
 FX1406
 FX1406;                    North         East    Units  Estimated Accuracy
 FX1406;SPC VA S     - 1,060,360.    3,551,930.      MT  (+/- 180 meters Scaled)
 FX1406
 FX1406                          SUPERSEDED SURVEY CONTROL
 FX1406
 FX1406  NGVD 29 (??/??/92)  119.16   (m)          390.9    (f) COMPUTED    2 0
 FX1406
 FX1406.Superseded values are not recommended for survey control.
 FX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1406.See file dsdata.txt to determine how the superseded data were derived.
 FX1406
 FX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF399850(NAD 83)
 FX1406_MARKER: DB = BENCH MARK DISK
 FX1406_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FX1406_STAMPING: 390.931 C 51 1934
 FX1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1406
 FX1406  HISTORY     - Date     Condition        Report By
 FX1406  HISTORY     - 1934     MONUMENTED       CGS
 FX1406  HISTORY     - 1935     GOOD             NGS
 FX1406  HISTORY     - 1965     GOOD             NGS
 FX1406  HISTORY     - 20010224 GOOD             USPSQD
 FX1406
 FX1406                          STATION DESCRIPTION
 FX1406
 FX1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1406'2.1 MI NW FROM ALBERTA.
 FX1406'2.1 MILES NORTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 FX1406'AT ALBERTA, BRUNSWICK COUNTY, AT A SECONDARY-ROAD CROSSING, 82
 FX1406'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK AT A POINT
 FX1406'83 FEET SOUTHEAST OF MILEPOST 100, IN A CULTIVATED FIELD, LEVEL
 FX1406'WITH THE TRACK, IN THE TOP OF A LARGE WEDGE-SHAPED ROCK PROJECTING
 FX1406'3 FEET ABOVE GROUND.
 FX1406
 FX1406                          STATION RECOVERY (1965)
 FX1406
 FX1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1406'RECOVERED IN GOOD CONDITION.
 FX1406
 FX1406                          STATION RECOVERY (2001)
 FX1406
 FX1406'RECOVERY NOTE BY US POWER SQUADRON 2001 (CLR)
 FX1406'THE RAILROAD HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1115 ***********************************************************************
 GW1115  DESIGNATION -  C 51
 GW1115  PID         -  GW1115
 GW1115  STATE/COUNTY-  VA/AMHERST
 GW1115  USGS QUAD   -  KELLY (1986)
 GW1115
 GW1115                         *CURRENT SURVEY CONTROL
 GW1115  ___________________________________________________________________
 GW1115* NAD 83(1986)-  37 25 10.     (N)    079 02 46.     (W)     SCALED    
 GW1115* NAVD 88     -       150.550  (meters)     493.93   (feet)  ADJUSTED  
 GW1115  ___________________________________________________________________
 GW1115  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1115  DYNAMIC HT  -         150.439 (meters)     493.57  (feet)  COMP
 GW1115  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 GW1115
 GW1115  VERT ORDER  -  FIRST     CLASS II
 GW1115
 GW1115.The horizontal coordinates were scaled from a topographic map and have
 GW1115.an estimated accuracy of +/- 6 seconds.
 GW1115
 GW1115.The orthometric height was determined by differential leveling
 GW1115.and adjusted by the National Geodetic Survey in June 1991..
 GW1115
 GW1115.The geoid height was determined by GEOID03.
 GW1115
 GW1115.The dynamic height is computed by dividing the NAVD 88
 GW1115.geopotential number by the normal gravity value computed on the
 GW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1115.degrees latitude (g = 980.6199 gals.).
 GW1115
 GW1115.The modeled gravity was interpolated from observed gravity values.
 GW1115
 GW1115;                    North         East    Units  Estimated Accuracy
 GW1115;SPC VA S     - 1,120,670.    3,451,660.      MT  (+/- 180 meters Scaled)
 GW1115
 GW1115                          SUPERSEDED SURVEY CONTROL
 GW1115
 GW1115  NGVD 29 (??/??/92)  150.778  (m)          494.68   (f) ADJ UNCH    1 2
 GW1115
 GW1115.Superseded values are not recommended for survey control.
 GW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1115.See file dsdata.txt to determine how the superseded data were derived.
 GW1115
 GW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB728431(NAD 83)
 GW1115_MARKER: DD = SURVEY DISK
 GW1115_SETTING: 66 = SET IN ROCK OUTCROP
 GW1115_SP_SET: ROCK OUTCROP
 GW1115_STAMPING: 494.664 C 51 1926
 GW1115_MARK LOGO: USGS  
 GW1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1115+STABILITY: POSITION/ELEVATION WELL
 GW1115
 GW1115  HISTORY     - Date     Condition        Report By
 GW1115  HISTORY     - 1926     MONUMENTED       USGS
 GW1115  HISTORY     - 1934     GOOD             NGS
 GW1115  HISTORY     - 19920501 GOOD             LOCENG
 GW1115
 GW1115                          STATION DESCRIPTION
 GW1115
 GW1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1115'0.8 MI SW FROM JOSHUA FALLS.
 GW1115'0.8 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1115'JOSHUA FALLS, 72 FEET WEST OF MILEPOST 137, NEAR THE MIDDLE OF A
 GW1115'ROCK CUT ON THE NORTH SIDE OF THE TRACK, 12 FEET NORTH OF THE
 GW1115'CENTERLINE OF THE TRACK, IN A SHELF IN A ROCK OUTCROP, AND ABOUT
 GW1115'3 FEET HIGHER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK
 GW1115'STAMPED 494.664 C 51 1926.
 GW1115
 GW1115                          STATION RECOVERY (1992)
 GW1115
 GW1115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GW1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3650 ***********************************************************************
 AI3650  DESIGNATION -  C 512
 AI3650  PID         -  AI3650
 AI3650  STATE/COUNTY-  VA/PRINCE WILLIAM
 AI3650  USGS QUAD   -  GAINESVILLE (1994)
 AI3650
 AI3650                         *CURRENT SURVEY CONTROL
 AI3650  ___________________________________________________________________
 AI3650* NAD 83(1986)-  38 46 06.     (N)    077 31 29.     (W)     SCALED    
 AI3650* NAVD 88     -        86.740  (meters)     284.58   (feet)  ADJUSTED  
 AI3650  ___________________________________________________________________
 AI3650  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AI3650  DYNAMIC HT  -          86.691 (meters)     284.42  (feet)  COMP
 AI3650  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 AI3650
 AI3650  VERT ORDER  -  SECOND    CLASS I
 AI3650
 AI3650.The horizontal coordinates were scaled from a topographic map and have
 AI3650.an estimated accuracy of +/- 6 seconds.
 AI3650
 AI3650.The orthometric height was determined by differential leveling
 AI3650.and adjusted by the National Geodetic Survey in April 2000..
 AI3650
 AI3650.The geoid height was determined by GEOID03.
 AI3650
 AI3650.The dynamic height is computed by dividing the NAVD 88
 AI3650.geopotential number by the normal gravity value computed on the
 AI3650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3650.degrees latitude (g = 980.6199 gals.).
 AI3650
 AI3650.The modeled gravity was interpolated from observed gravity values.
 AI3650
 AI3650;                    North         East    Units  Estimated Accuracy
 AI3650;SPC VA N     - 2,122,730.    3,584,750.      MT  (+/- 180 meters Scaled)
 AI3650
 AI3650                          SUPERSEDED SURVEY CONTROL
 AI3650
 AI3650.No superseded survey control is available for this station.
 AI3650
 AI3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH806940(NAD 83)
 AI3650_MARKER: DV = VERTICAL CONTROL DISK
 AI3650_SETTING: 66 = SET IN ROCK OUTCROP
 AI3650_STAMPING: C 512 1999
 AI3650_MARK LOGO: NGS   
 AI3650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3650+STABILITY: POSITION/ELEVATION WELL
 AI3650
 AI3650  HISTORY     - Date     Condition        Report By
 AI3650  HISTORY     - 1999     MONUMENTED       NGS
 AI3650
 AI3650                          STATION DESCRIPTION
 AI3650
 AI3650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RWA)
 AI3650'2.0 MILES (3.2 KM) NORTHWESTERLY ALONG STATE HIGHWAY 674 (WELLINGTON
 AI3650'ROAD) TO A PAVED ROAD NORTH LEADING TO THE VULCAN CONCRETE PLANT,
 AI3650'THENCE 0.1 MILE (0.2 KM) NORTH ALONG A PAVED ROAD TO NORFOLK SOUTHERN
 AI3650'RAILROAD TRACKS, THENCE 0.025 MILE (0.040 KM) NORTHWEST ALONG TRACKS
 AI3650'TO MARK ON RIGHT IN BEDROCK.  11.0 FEET (3.4 M) NORTHEAST OF SOUTHWEST
 AI3650'RAIL, 55.0 FEET (16.8 M) SOUTHWEST OF CENTERLINE OF DIRT ROAD LEADING
 AI3650'BACK TO VIRGINIA CONCRETE MANASSAS PLANT, 60.0 FEET (18.3 M) WEST OF A
 AI3650'STEEL I BEAM SUPPORTING GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1113 ***********************************************************************
 GW1113  DESIGNATION -  C 52
 GW1113  PID         -  GW1113
 GW1113  STATE/COUNTY-  VA/CAMPBELL
 GW1113  USGS QUAD   -  KELLY (1986)
 GW1113
 GW1113                         *CURRENT SURVEY CONTROL
 GW1113  ___________________________________________________________________
 GW1113* NAD 83(1986)-  37 23 36.     (N)    079 03 39.     (W)     SCALED    
 GW1113* NAVD 88     -       151.682  (meters)     497.64   (feet)  ADJUSTED  
 GW1113  ___________________________________________________________________
 GW1113  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW1113  DYNAMIC HT  -         151.571 (meters)     497.28  (feet)  COMP
 GW1113  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 GW1113
 GW1113  VERT ORDER  -  FIRST     CLASS II
 GW1113
 GW1113.The horizontal coordinates were scaled from a topographic map and have
 GW1113.an estimated accuracy of +/- 6 seconds.
 GW1113
 GW1113.The orthometric height was determined by differential leveling
 GW1113.and adjusted by the National Geodetic Survey in June 1991..
 GW1113
 GW1113.The geoid height was determined by GEOID03.
 GW1113
 GW1113.The dynamic height is computed by dividing the NAVD 88
 GW1113.geopotential number by the normal gravity value computed on the
 GW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1113.degrees latitude (g = 980.6199 gals.).
 GW1113
 GW1113.The modeled gravity was interpolated from observed gravity values.
 GW1113
 GW1113;                    North         East    Units  Estimated Accuracy
 GW1113;SPC VA S     - 1,117,780.    3,450,340.      MT  (+/- 180 meters Scaled)
 GW1113
 GW1113                          SUPERSEDED SURVEY CONTROL
 GW1113
 GW1113  NGVD 29 (??/??/92)  151.909  (m)          498.39   (f) ADJ UNCH    1 2
 GW1113
 GW1113.Superseded values are not recommended for survey control.
 GW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1113.See file dsdata.txt to determine how the superseded data were derived.
 GW1113
 GW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB716402(NAD 83)
 GW1113_MARKER: DD = SURVEY DISK
 GW1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1113_SP_SET: LEDGE
 GW1113_STAMPING: 498.375 C 52 1926
 GW1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1113
 GW1113  HISTORY     - Date     Condition        Report By
 GW1113  HISTORY     - 1926     MONUMENTED       USGS
 GW1113  HISTORY     - 1936     GOOD             NGS
 GW1113
 GW1113                          STATION DESCRIPTION
 GW1113
 GW1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1113'AT SIXMILE.
 GW1113'AT SIXMILE, CAMPBELL COUNTY, 200 FEET SOUTHWEST OF THE CHESAPEAKE
 GW1113'AND OHIO RAILWAY STATION, AT THE BRIDGE CARRYING THE NORFOLK AND
 GW1113'WESTERN RAILWAY OVER THE C AND O RY TRACK AND JAMES RIVER, ON THE
 GW1113'EAST SIDE OF THE SECOND STONE PIER FROM THE SOUTHEAST END OF THE
 GW1113'BRIDGE, AND IN A LEDGE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GW1113'STAMPED 498.375 C 52 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0740 ***********************************************************************
 FY0740  DESIGNATION -  C 53
 FY0740  PID         -  FY0740
 FY0740  STATE/COUNTY-  VA/HALIFAX
 FY0740  USGS QUAD   -  OAK LEVEL (1982)
 FY0740
 FY0740                         *CURRENT SURVEY CONTROL
 FY0740  ___________________________________________________________________
 FY0740* NAD 83(1986)-  36 39 49.     (N)    079 01 12.     (W)     SCALED    
 FY0740* NAVD 88     -       105.637  (meters)     346.58   (feet)  ADJUSTED  
 FY0740  ___________________________________________________________________
 FY0740  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FY0740  DYNAMIC HT  -         105.555 (meters)     346.31  (feet)  COMP
 FY0740  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 FY0740
 FY0740  VERT ORDER  -  SECOND    CLASS 0
 FY0740
 FY0740.The horizontal coordinates were scaled from a topographic map and have
 FY0740.an estimated accuracy of +/- 6 seconds.
 FY0740
 FY0740.The orthometric height was determined by differential leveling
 FY0740.and adjusted by the National Geodetic Survey in June 1991..
 FY0740
 FY0740.The geoid height was determined by GEOID03.
 FY0740
 FY0740.The dynamic height is computed by dividing the NAVD 88
 FY0740.geopotential number by the normal gravity value computed on the
 FY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0740.degrees latitude (g = 980.6199 gals.).
 FY0740
 FY0740.The modeled gravity was interpolated from observed gravity values.
 FY0740
 FY0740;                    North         East    Units  Estimated Accuracy
 FY0740;SPC VA S     - 1,036,780.    3,453,510.      MT  (+/- 180 meters Scaled)
 FY0740
 FY0740                          SUPERSEDED SURVEY CONTROL
 FY0740
 FY0740  NGVD 29 (??/??/92)  105.954  (m)          347.62   (f) ADJ UNCH    2 0
 FY0740
 FY0740.Superseded values are not recommended for survey control.
 FY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0740.See file dsdata.txt to determine how the superseded data were derived.
 FY0740
 FY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA769593(NAD 83)
 FY0740_MARKER: DB = BENCH MARK DISK
 FY0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0740_SP_SET: CULVERT
 FY0740_STAMPING: 347.673 C 53 1934
 FY0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0740
 FY0740  HISTORY     - Date     Condition        Report By
 FY0740  HISTORY     - 1934     MONUMENTED       CGS
 FY0740  HISTORY     - 1935     GOOD             NGS
 FY0740
 FY0740                          STATION DESCRIPTION
 FY0740
 FY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0740'7.8 MI SW FROM SOUTH BOSTON.
 FY0740'RECOVERED AS DESCRIBED.  7.8 MILES SOUTHWEST ALONG THE SOUTHERN
 FY0740'RAILWAY FROM THE STATION AT SOUTH BOSTON, HALIFAX COUNTY, 0.4 MILE
 FY0740'EAST OF MILEPOST 23, ABOUT 15 YARDS WEST OF A SWITCH POINT, IN THE
 FY0740'TOP OF THE NORTH CONCRETE HEADWALL OF A 30-INCH CAST-IRON PIPE
 FY0740'CULVERT, 1 FOOT EAST OF THE CENTER OF THE CULVERT, 10 FEET NORTH
 FY0740'OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 FY0740'RAIL.  A STANDARD DISK, STAMPED 347.673 C 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1501 ***********************************************************************
 GW1501  DESIGNATION -  C 54
 GW1501  PID         -  GW1501
 GW1501  STATE/COUNTY-  VA/FRANKLIN
 GW1501  USGS QUAD   -  REDWOOD (1982)
 GW1501
 GW1501                         *CURRENT SURVEY CONTROL
 GW1501  ___________________________________________________________________
 GW1501* NAD 83(1986)-  37 01 05.     (N)    079 49 14.     (W)     SCALED    
 GW1501* NAVD 88     -       350.464  (meters)    1149.81   (feet)  POSTED    
 GW1501  ___________________________________________________________________
 GW1501  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW1501  DYNAMIC HT  -         350.170 (meters)    1148.85  (feet)  COMP
 GW1501  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 GW1501
 GW1501  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1501
 GW1501.The horizontal coordinates were scaled from a topographic map and have
 GW1501.an estimated accuracy of +/- 6 seconds.
 GW1501
 GW1501.The orthometric height was determined by differential leveling
 GW1501.and adjusted by the National Geodetic Survey in 1992..
 GW1501.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1501.rate of 2.1 thru 3.0 mm/km.
 GW1501
 GW1501.The geoid height was determined by GEOID03.
 GW1501
 GW1501.The dynamic height is computed by dividing the NAVD 88
 GW1501.geopotential number by the normal gravity value computed on the
 GW1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1501.degrees latitude (g = 980.6199 gals.).
 GW1501
 GW1501.The modeled gravity was interpolated from observed gravity values.
 GW1501
 GW1501;                    North         East    Units  Estimated Accuracy
 GW1501;SPC VA S     - 1,076,810.    3,382,490.      MT  (+/- 180 meters Scaled)
 GW1501
 GW1501                          SUPERSEDED SURVEY CONTROL
 GW1501
 GW1501  NGVD 29 (??/??/92)  350.641  (m)         1150.39   (f) ADJ UNCH    2 0
 GW1501
 GW1501.Superseded values are not recommended for survey control.
 GW1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1501.See file dsdata.txt to determine how the superseded data were derived.
 GW1501
 GW1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA049975(NAD 83)
 GW1501_MARKER: DB = BENCH MARK DISK
 GW1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1501_STAMPING: 1150.496 C 54 1934
 GW1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1501+STABILITY: SURFACE MOTION
 GW1501
 GW1501  HISTORY     - Date     Condition        Report By
 GW1501  HISTORY     - 1934     MONUMENTED       CGS
 GW1501  HISTORY     - 1935     GOOD             NGS
 GW1501
 GW1501                          STATION DESCRIPTION
 GW1501
 GW1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1501'4.9 MI E FROM ROCKYMOUNT.
 GW1501'ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 GW1501'AT ROCKYMOUNT, FRANKLIN COUNTY, ABOUT 0.3 MILE WEST OF REDWOOD,
 GW1501'ABOUT 70 YARDS WEST OF A 2-STORY FRAME HOUSE, 42 FEET WEST OF A
 GW1501'PRIVATE ROAD NORTH, 28 FEET NORTH OF THE CENTER LINE OF THE
 GW1501'HIGHWAY, AND ABOUT 5 YARDS SOUTH OF A POLE.  A STANDARD DISK,
 GW1501'STAMPED 1150.496 C 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 GW1501'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GW1501
 GW1501                          STATION RECOVERY (1935)
 GW1501
 GW1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GW1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1108 ***********************************************************************
 GW1108  DESIGNATION -  C 54 USGS
 GW1108  PID         -  GW1108
 GW1108  STATE/COUNTY-  VA/CAMPBELL
 GW1108  USGS QUAD   -  LYNCHBURG (1984)
 GW1108
 GW1108                         *CURRENT SURVEY CONTROL
 GW1108  ___________________________________________________________________
 GW1108* NAD 83(1986)-  37 25 04.     (N)    079 08 29.     (W)     SCALED    
 GW1108* NAVD 88     -       160.959  (meters)     528.08   (feet)  ADJUSTED  
 GW1108  ___________________________________________________________________
 GW1108  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 GW1108  DYNAMIC HT  -         160.839 (meters)     527.69  (feet)  COMP
 GW1108  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 GW1108
 GW1108  VERT ORDER  -  FIRST     CLASS II
 GW1108
 GW1108.The horizontal coordinates were scaled from a topographic map and have
 GW1108.an estimated accuracy of +/- 6 seconds.
 GW1108
 GW1108.The orthometric height was determined by differential leveling
 GW1108.and adjusted by the National Geodetic Survey in June 1991..
 GW1108
 GW1108.The geoid height was determined by GEOID03.
 GW1108
 GW1108.The dynamic height is computed by dividing the NAVD 88
 GW1108.geopotential number by the normal gravity value computed on the
 GW1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1108.degrees latitude (g = 980.6199 gals.).
 GW1108
 GW1108.The modeled gravity was interpolated from observed gravity values.
 GW1108
 GW1108;                    North         East    Units  Estimated Accuracy
 GW1108;SPC VA S     - 1,120,540.    3,443,230.      MT  (+/- 180 meters Scaled)
 GW1108
 GW1108                          SUPERSEDED SURVEY CONTROL
 GW1108
 GW1108  NGVD 29 (03/05/92)  161.179  (m)          528.80   (f) ADJUSTED    1 2
 GW1108
 GW1108.Superseded values are not recommended for survey control.
 GW1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1108.See file dsdata.txt to determine how the superseded data were derived.
 GW1108
 GW1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB644428(NAD 83)
 GW1108_MARKER: DD = SURVEY DISK
 GW1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1108_SP_SET: CONCRETE BACK WALL
 GW1108_STAMPING: 528.785 C 54 1926
 GW1108_MARK LOGO: USGS  
 GW1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1108
 GW1108  HISTORY     - Date     Condition        Report By
 GW1108  HISTORY     - 1926     MONUMENTED       USGS
 GW1108  HISTORY     - 1936     GOOD             NGS
 GW1108  HISTORY     - 1965     GOOD             NGS
 GW1108  HISTORY     - 1983     GOOD             NGS
 GW1108  HISTORY     - 1990     GOOD             USPSQD
 GW1108
 GW1108                          STATION DESCRIPTION
 GW1108
 GW1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1108'AT LYNCHBURG.
 GW1108'AT LYNCHBURG, CAMPBELL COUNTY, 270 FEET WEST OF UNION STATION, ON
 GW1108'THE NORTH SIDE OF THE SOUTHERN RAILWAY TRACKS, AT THE WEST END OF
 GW1108'THE SOUTHERN RAILWAY CONCRETE BRIDGE OVER BLACKWATER CREEK, IN
 GW1108'THE CENTER OF THE NORTHWEST END OF THE CONCRETE BACK WALL, AND
 GW1108'6 INCHES SOUTHWEST OF THE SLOPING SECTION OF THE WALL.  A U.S.
 GW1108'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 528.785 C 54 1926.
 GW1108
 GW1108                          STATION RECOVERY (1965)
 GW1108
 GW1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW1108'RECOVERED IN GOOD CONDITION.
 GW1108
 GW1108                          STATION RECOVERY (1983)
 GW1108
 GW1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1108'RECOVERED IN GOOD CONDITION.  THE 1936 DESCRIPTION IS ADEQUATE EXCEPT
 GW1108'FOR THE FOLLOWING CHANGES--THE UNION STATION HAS BEEN DESTROYED.  THE
 GW1108'MARK IS LOCATED DIRECTLY UNDER THE U.S. HIGHWAY 29 BUSINESS BRIDGE
 GW1108'OVER THE JAMES RIVER.  ALSO, NOTE--THE CITY OF LYNCHBURG IS AN
 GW1108'INDEPENDENT CITY AND IS NOT INCLUDED IN CAMPBELL COUNTY.
 GW1108
 GW1108                          STATION RECOVERY (1990)
 GW1108
 GW1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLW)
 GW1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1105 ***********************************************************************
 GW1105  DESIGNATION -  C 55
 GW1105  PID         -  GW1105
 GW1105  STATE/COUNTY-  VA/CAMPBELL
 GW1105  USGS QUAD   -  LYNCHBURG (1984)
 GW1105
 GW1105                         *CURRENT SURVEY CONTROL
 GW1105  ___________________________________________________________________
 GW1105* NAD 83(1986)-  37 26 50.     (N)    079 10 24.     (W)     SCALED    
 GW1105* NAVD 88     -       160.256  (meters)     525.77   (feet)  ADJUSTED  
 GW1105  ___________________________________________________________________
 GW1105  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1105  DYNAMIC HT  -         160.136 (meters)     525.38  (feet)  COMP
 GW1105  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 GW1105
 GW1105  VERT ORDER  -  FIRST     CLASS II
 GW1105
 GW1105.The horizontal coordinates were scaled from a topographic map and have
 GW1105.an estimated accuracy of +/- 6 seconds.
 GW1105
 GW1105.The orthometric height was determined by differential leveling
 GW1105.and adjusted by the National Geodetic Survey in June 1991..
 GW1105
 GW1105.The geoid height was determined by GEOID03.
 GW1105
 GW1105.The dynamic height is computed by dividing the NAVD 88
 GW1105.geopotential number by the normal gravity value computed on the
 GW1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1105.degrees latitude (g = 980.6199 gals.).
 GW1105
 GW1105.The modeled gravity was interpolated from observed gravity values.
 GW1105
 GW1105;                    North         East    Units  Estimated Accuracy
 GW1105;SPC VA S     - 1,123,830.    3,440,420.      MT  (+/- 180 meters Scaled)
 GW1105
 GW1105                          SUPERSEDED SURVEY CONTROL
 GW1105
 GW1105  NGVD 29 (??/??/92)  160.476  (m)          526.50   (f) ADJ UNCH    1 2
 GW1105
 GW1105.Superseded values are not recommended for survey control.
 GW1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1105.See file dsdata.txt to determine how the superseded data were derived.
 GW1105
 GW1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB615460(NAD 83)
 GW1105_MARKER: DD = SURVEY DISK
 GW1105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1105_SP_SET: RETAING WALL
 GW1105_STAMPING: 526.479 C 55 1926
 GW1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1105
 GW1105  HISTORY     - Date     Condition        Report By
 GW1105  HISTORY     - 1926     MONUMENTED       USGS
 GW1105  HISTORY     - 1934     GOOD             NGS
 GW1105
 GW1105                          STATION DESCRIPTION
 GW1105
 GW1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1105'0.7 MI SE FROM REUSENS.
 GW1105'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1105'REUSENS, AT THE EAST END OF A SIDING, 65 FEET SOUTH OF THE
 GW1105'CENTERLINE OF THE TRACK, ON THE EAST BANK OF A SMALL STREAM, AT
 GW1105'A STONE ARCH CULVERT, 5 FEET FROM THE SOUTH END OF THE STONE
 GW1105'RETAINING WALL, IN THE FIRST STONE BELOW THE CAP, AND ABOUT 6 FEET
 GW1105'LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GW1105'STAMPED 526.479 C 55 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0947 ***********************************************************************
 HW0947  DESIGNATION -  C 56
 HW0947  PID         -  HW0947
 HW0947  STATE/COUNTY-  VA/AUGUSTA
 HW0947  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0947
 HW0947                         *CURRENT SURVEY CONTROL
 HW0947  ___________________________________________________________________
 HW0947* NAD 83(1986)-  38 02 45.     (N)    078 51 50.     (W)     SCALED    
 HW0947* NAVD 88     -       442.095  (meters)    1450.44   (feet)  ADJUSTED  
 HW0947  ___________________________________________________________________
 HW0947  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW0947  DYNAMIC HT  -         441.752 (meters)    1449.31  (feet)  COMP
 HW0947  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 HW0947
 HW0947  VERT ORDER  -  SECOND    CLASS 0
 HW0947
 HW0947.The horizontal coordinates were scaled from a topographic map and have
 HW0947.an estimated accuracy of +/- 6 seconds.
 HW0947
 HW0947.The orthometric height was determined by differential leveling
 HW0947.and adjusted by the National Geodetic Survey in June 1991..
 HW0947
 HW0947.The geoid height was determined by GEOID03.
 HW0947
 HW0947.The dynamic height is computed by dividing the NAVD 88
 HW0947.geopotential number by the normal gravity value computed on the
 HW0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0947.degrees latitude (g = 980.6199 gals.).
 HW0947
 HW0947.The modeled gravity was interpolated from observed gravity values.
 HW0947
 HW0947;                    North         East    Units  Estimated Accuracy
 HW0947;SPC VA N     - 2,042,150.    3,468,060.      MT  (+/- 180 meters Scaled)
 HW0947
 HW0947                          SUPERSEDED SURVEY CONTROL
 HW0947
 HW0947  NGVD 29 (??/??/92)  442.24   (m)         1450.9    (f) COMPUTED    2 0
 HW0947
 HW0947.Superseded values are not recommended for survey control.
 HW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0947.See file dsdata.txt to determine how the superseded data were derived.
 HW0947
 HW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC874130(NAD 83)
 HW0947_MARKER: DB = BENCH MARK DISK
 HW0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0947_SP_SET: BRIDGE
 HW0947_STAMPING: C-56-1934
 HW0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0947
 HW0947  HISTORY     - Date     Condition        Report By
 HW0947  HISTORY     - 1934     MONUMENTED       CGS
 HW0947
 HW0947                          STATION DESCRIPTION
 HW0947
 HW0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW0947'1.7 MI E FROM WAYNESBORO.
 HW0947'ON THE LINDSEY TO CLIFTON FORGE LINE OF THE CHESAPEAKE AND OHIO
 HW0947'RAILROAD, ON THE SOUTH END OF EAST BRIDGE SEAT OF RAILROAD
 HW0947'BRIDGE NO. 2059 OVER STATE HIGHWAY NO. 5, 126 FEET EAST OF M.P. 206,
 HW0947'21 FEET SOUTH OF SOUTH RAIL, 4 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1102 ***********************************************************************
 GW1102  DESIGNATION -  C 56
 GW1102  PID         -  GW1102
 GW1102  STATE/COUNTY-  VA/BEDFORD
 GW1102  USGS QUAD   -  LYNCHBURG (1984)
 GW1102
 GW1102                         *CURRENT SURVEY CONTROL
 GW1102  ___________________________________________________________________
 GW1102* NAD 83(1986)-  37 28 35.     (N)    079 12 26.     (W)     SCALED    
 GW1102* NAVD 88     -       169.963  (meters)     557.62   (feet)  ADJUSTED  
 GW1102  ___________________________________________________________________
 GW1102  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW1102  DYNAMIC HT  -         169.834 (meters)     557.20  (feet)  COMP
 GW1102  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 GW1102
 GW1102  VERT ORDER  -  FIRST     CLASS II
 GW1102
 GW1102.The horizontal coordinates were scaled from a topographic map and have
 GW1102.an estimated accuracy of +/- 6 seconds.
 GW1102
 GW1102.The orthometric height was determined by differential leveling
 GW1102.and adjusted by the National Geodetic Survey in June 1991..
 GW1102
 GW1102.The geoid height was determined by GEOID03.
 GW1102
 GW1102.The dynamic height is computed by dividing the NAVD 88
 GW1102.geopotential number by the normal gravity value computed on the
 GW1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1102.degrees latitude (g = 980.6199 gals.).
 GW1102
 GW1102.The modeled gravity was interpolated from observed gravity values.
 GW1102
 GW1102;                    North         East    Units  Estimated Accuracy
 GW1102;SPC VA S     - 1,127,090.    3,437,450.      MT  (+/- 180 meters Scaled)
 GW1102
 GW1102                          SUPERSEDED SURVEY CONTROL
 GW1102
 GW1102  NGVD 29 (??/??/92)  170.178  (m)          558.33   (f) ADJ UNCH    1 2
 GW1102
 GW1102.Superseded values are not recommended for survey control.
 GW1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1102.See file dsdata.txt to determine how the superseded data were derived.
 GW1102
 GW1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB585492(NAD 83)
 GW1102_MARKER: DD = SURVEY DISK
 GW1102_SETTING: 66 = SET IN ROCK OUTCROP
 GW1102_SP_SET: SET IN ROCK OUTCROP
 GW1102_STAMPING: 558.313 C 56 1926
 GW1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1102+STABILITY: POSITION/ELEVATION WELL
 GW1102
 GW1102  HISTORY     - Date     Condition        Report By
 GW1102  HISTORY     - 1926     MONUMENTED       USGS
 GW1102  HISTORY     - 1934     GOOD             NGS
 GW1102
 GW1102                          STATION DESCRIPTION
 GW1102
 GW1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW1102'2 MI E FROM ABERT.
 GW1102'2.0 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM ABERT,
 GW1102'0.4 MILE SOUTHEAST OF MILEPOST 153, 150 FEET EAST OF THE EAST
 GW1102'END OF A CURVE, ON THE SOUTH SIDE OF JAMES RIVER, IN THE BASE
 GW1102'OF A SLOPING ROCK OUTCROP, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 GW1102'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 558.313 C 56
 GW1102'1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0948 ***********************************************************************
 HW0948  DESIGNATION -  C 56 RESET 1939
 HW0948  PID         -  HW0948
 HW0948  STATE/COUNTY-  VA/AUGUSTA
 HW0948  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0948
 HW0948                         *CURRENT SURVEY CONTROL
 HW0948  ___________________________________________________________________
 HW0948* NAD 83(1986)-  38 02 45.     (N)    078 51 50.     (W)     SCALED    
 HW0948* NAVD 88     -       441.213  (meters)    1447.55   (feet)  ADJUSTED  
 HW0948  ___________________________________________________________________
 HW0948  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW0948  DYNAMIC HT  -         440.871 (meters)    1446.42  (feet)  COMP
 HW0948  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 HW0948
 HW0948  VERT ORDER  -  SECOND    CLASS 0
 HW0948
 HW0948.The horizontal coordinates were scaled from a topographic map and have
 HW0948.an estimated accuracy of +/- 6 seconds.
 HW0948
 HW0948.The orthometric height was determined by differential leveling
 HW0948.and adjusted by the National Geodetic Survey in June 1991..
 HW0948
 HW0948.The geoid height was determined by GEOID03.
 HW0948
 HW0948.The dynamic height is computed by dividing the NAVD 88
 HW0948.geopotential number by the normal gravity value computed on the
 HW0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0948.degrees latitude (g = 980.6199 gals.).
 HW0948
 HW0948.The modeled gravity was interpolated from observed gravity values.
 HW0948
 HW0948;                    North         East    Units  Estimated Accuracy
 HW0948;SPC VA N     - 2,042,150.    3,468,060.      MT  (+/- 180 meters Scaled)
 HW0948
 HW0948                          SUPERSEDED SURVEY CONTROL
 HW0948
 HW0948  NGVD 29 (??/??/92)  441.371  (m)         1448.06   (f) ADJ UNCH    2 0
 HW0948
 HW0948.Superseded values are not recommended for survey control.
 HW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0948.See file dsdata.txt to determine how the superseded data were derived.
 HW0948
 HW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC874130(NAD 83)
 HW0948_MARKER: DB = BENCH MARK DISK
 HW0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0948_SP_SET: OVERPASS
 HW0948_STAMPING: C 56 RESET 1939
 HW0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0948
 HW0948  HISTORY     - Date     Condition        Report By
 HW0948  HISTORY     - 1939     MONUMENTED       CGS
 HW0948  HISTORY     - 1958     GOOD             NGS
 HW0948
 HW0948                          STATION DESCRIPTION
 HW0948
 HW0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0948'1.8 MI SE FROM WAYNESBORO.
 HW0948'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE NORFOLK AND
 HW0948'WESTERN RAILWAY OVERPASS AT WAYNESBORO, AT THE OVERPASS OF THE
 HW0948'CHESAPEAKE AND OHIO RAILWAY OVER U.S. HIGHWAY 250, NEAR THE WEST
 HW0948'END OF THE NORTH BRIDGE SEAT OF THE OVERPASS, 9 FEET WEST OF THE
 HW0948'WEST RAIL AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0865 ***********************************************************************
 GW0865  DESIGNATION -  C 57
 GW0865  PID         -  GW0865
 GW0865  STATE/COUNTY-  VA/BEDFORD
 GW0865  USGS QUAD   -  TOBACCO ROW MTN (1963)
 GW0865
 GW0865                         *CURRENT SURVEY CONTROL
 GW0865  ___________________________________________________________________
 GW0865* NAD 83(1986)-  37 30 17.     (N)    079 14 02.     (W)     SCALED    
 GW0865* NAVD 88     -       173.031  (meters)     567.69   (feet)  ADJUSTED  
 GW0865  ___________________________________________________________________
 GW0865  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0865  DYNAMIC HT  -         172.899 (meters)     567.25  (feet)  COMP
 GW0865  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 GW0865
 GW0865  VERT ORDER  -  FIRST     CLASS II
 GW0865
 GW0865.The horizontal coordinates were scaled from a topographic map and have
 GW0865.an estimated accuracy of +/- 6 seconds.
 GW0865
 GW0865.The orthometric height was determined by differential leveling
 GW0865.and adjusted by the National Geodetic Survey in June 1991..
 GW0865
 GW0865.The geoid height was determined by GEOID03.
 GW0865
 GW0865.The dynamic height is computed by dividing the NAVD 88
 GW0865.geopotential number by the normal gravity value computed on the
 GW0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0865.degrees latitude (g = 980.6199 gals.).
 GW0865
 GW0865.The modeled gravity was interpolated from observed gravity values.
 GW0865
 GW0865;                    North         East    Units  Estimated Accuracy
 GW0865;SPC VA S     - 1,130,250.    3,435,110.      MT  (+/- 180 meters Scaled)
 GW0865
 GW0865                          SUPERSEDED SURVEY CONTROL
 GW0865
 GW0865  NGVD 29 (??/??/92)  173.244  (m)          568.38   (f) ADJ UNCH    1 2
 GW0865
 GW0865.Superseded values are not recommended for survey control.
 GW0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0865.See file dsdata.txt to determine how the superseded data were derived.
 GW0865
 GW0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB561523(NAD 83)
 GW0865_MARKER: DD = SURVEY DISK
 GW0865_SETTING: 66 = SET IN ROCK OUTCROP
 GW0865_SP_SET: SET IN ROCK OUTCROP
 GW0865_STAMPING: 568.375 C 57 1926
 GW0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0865+STABILITY: POSITION/ELEVATION WELL
 GW0865
 GW0865  HISTORY     - Date     Condition        Report By
 GW0865  HISTORY     - 1926     MONUMENTED       USGS
 GW0865  HISTORY     - 1934     GOOD             NGS
 GW0865
 GW0865                          STATION DESCRIPTION
 GW0865
 GW0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0865'1.3 MI W FROM ALBERT.
 GW0865'1.3 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM ABERT,
 GW0865'AT BRIDGE 155.9, 25 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE,
 GW0865'ON THE WEST SIDE OF A CREEK, IN A ROCK LEDGE, AND ABOUT 3 FEET
 GW0865'LOWER THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 GW0865'STAMPED 568.375 C 57 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1708 ***********************************************************************
 GW1708  DESIGNATION -  C 57
 GW1708  PID         -  GW1708
 GW1708  STATE/COUNTY-  VA/BATH
 GW1708  USGS QUAD   -  MILLBORO (1986)
 GW1708
 GW1708                         *CURRENT SURVEY CONTROL
 GW1708  ___________________________________________________________________
 GW1708* NAD 83(1986)-  37 59 41.     (N)    079 34 03.     (W)     SCALED    
 GW1708* NAVD 88     -       497.774  (meters)    1633.11   (feet)  ADJUSTED  
 GW1708  ___________________________________________________________________
 GW1708  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GW1708  DYNAMIC HT  -         497.378 (meters)    1631.81  (feet)  COMP
 GW1708  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 GW1708
 GW1708  VERT ORDER  -  SECOND    CLASS 0
 GW1708
 GW1708.The horizontal coordinates were scaled from a topographic map and have
 GW1708.an estimated accuracy of +/- 6 seconds.
 GW1708
 GW1708.The orthometric height was determined by differential leveling
 GW1708.and adjusted by the National Geodetic Survey in June 1991..
 GW1708
 GW1708.The geoid height was determined by GEOID03.
 GW1708
 GW1708.The dynamic height is computed by dividing the NAVD 88
 GW1708.geopotential number by the normal gravity value computed on the
 GW1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1708.degrees latitude (g = 980.6199 gals.).
 GW1708
 GW1708.The modeled gravity was interpolated from observed gravity values.
 GW1708
 GW1708;                    North         East    Units  Estimated Accuracy
 GW1708;SPC VA N     - 2,036,960.    3,406,230.      MT  (+/- 180 meters Scaled)
 GW1708
 GW1708                          SUPERSEDED SURVEY CONTROL
 GW1708
 GW1708  NGVD 29 (??/??/92)  497.901  (m)         1633.53   (f) ADJ UNCH    2 0
 GW1708
 GW1708.Superseded values are not recommended for survey control.
 GW1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1708.See file dsdata.txt to determine how the superseded data were derived.
 GW1708
 GW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC257061(NAD 83)
 GW1708_MARKER: DB = BENCH MARK DISK
 GW1708_SETTING: 66 = SET IN ROCK OUTCROP
 GW1708_SP_SET: OUTCROP
 GW1708_STAMPING: C 57 1934
 GW1708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1708+STABILITY: POSITION/ELEVATION WELL
 GW1708
 GW1708  HISTORY     - Date     Condition        Report By
 GW1708  HISTORY     - 1934     MONUMENTED       CGS
 GW1708  HISTORY     - 1944     GOOD             NGS
 GW1708
 GW1708                          STATION DESCRIPTION
 GW1708
 GW1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW1708'2.5 MI NE FROM MILLBORO.
 GW1708'2.5 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1708'THE STATION AT MILLBORO, BATH COUNTY, 0.55 MILE NORTHEAST OF
 GW1708'MILEPOST FM 258 AND HOTCHKISS STOP, AT CROSSING OF DIRT ROAD FROM
 GW1708'HIGHWAY 42 TO H.H. JOLLY HOUSE, 165 FEET SOUTHWEST OF THE
 GW1708'CROSSING, 68 FEET SOUTH OF THE SOUTH RAIL, 35 FEET NORTHWEST
 GW1708'OF TWIN WALNUT TREE, 21 FEET NORTHWEST OF THE CENTERLINE OF THE
 GW1708'ROAD, 8 FEET SOUTHEAST OF A 4-TRUNKED BASSWOOD TREE, IN THE
 GW1708'TOP OF A LARGE FLAT ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A
 GW1708'STANDARD DISK, STAMPED C 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0811 ***********************************************************************
 FZ0811  DESIGNATION -  C 58
 FZ0811  PID         -  FZ0811
 FZ0811  STATE/COUNTY-  VA/GRAYSON
 FZ0811  USGS QUAD   -  BRIERPATCH MOUNTAIN (1988)
 FZ0811
 FZ0811                         *CURRENT SURVEY CONTROL
 FZ0811  ___________________________________________________________________
 FZ0811* NAD 83(1986)-  36 40 16.     (N)    081 02 00.     (W)     SCALED    
 FZ0811* NAVD 88     -       690.726  (meters)    2266.16   (feet)  ADJUSTED  
 FZ0811  ___________________________________________________________________
 FZ0811  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FZ0811  DYNAMIC HT  -         690.048 (meters)    2263.93  (feet)  COMP
 FZ0811  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 FZ0811
 FZ0811  VERT ORDER  -  SECOND    CLASS 0
 FZ0811
 FZ0811.The horizontal coordinates were scaled from a topographic map and have
 FZ0811.an estimated accuracy of +/- 6 seconds.
 FZ0811
 FZ0811.The orthometric height was determined by differential leveling
 FZ0811.and adjusted by the National Geodetic Survey in June 1991..
 FZ0811
 FZ0811.The geoid height was determined by GEOID03.
 FZ0811
 FZ0811.The dynamic height is computed by dividing the NAVD 88
 FZ0811.geopotential number by the normal gravity value computed on the
 FZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0811.degrees latitude (g = 980.6199 gals.).
 FZ0811
 FZ0811.The modeled gravity was interpolated from observed gravity values.
 FZ0811
 FZ0811;                    North         East    Units  Estimated Accuracy
 FZ0811;SPC VA S     - 1,040,520.    3,273,560.      MT  (+/- 180 meters Scaled)
 FZ0811
 FZ0811                          SUPERSEDED SURVEY CONTROL
 FZ0811
 FZ0811  NGVD 29 (??/??/92)  690.850  (m)         2266.56   (f) ADJ UNCH    2 0
 FZ0811
 FZ0811.Superseded values are not recommended for survey control.
 FZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0811.See file dsdata.txt to determine how the superseded data were derived.
 FZ0811
 FZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA970583(NAD 83)
 FZ0811_MARKER: DB = BENCH MARK DISK
 FZ0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0811_SP_SET: HILLSIDE
 FZ0811_STAMPING: C 58 1935
 FZ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0811
 FZ0811  HISTORY     - Date     Condition        Report By
 FZ0811  HISTORY     - 1935     MONUMENTED       CGS
 FZ0811
 FZ0811                          STATION DESCRIPTION
 FZ0811
 FZ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0811'8 MI W FROM GALAX.
 FZ0811'8 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE TOWN HALL AT GALAX,
 FZ0811'GRAYSON COUNTY, 0.3 MILE WEST OF THE BRIDGE OVER ELK CREEK, 42
 FZ0811'YARDS WEST OF AN 18-INCH TERRA COTTA CULVERT, ON A HILLSIDE
 FZ0811'IN A SHALLOW DRAW, AND 30 FEET NORTH OF THE CENTERLINE OF THE
 FZ0811'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0861 ***********************************************************************
 GW0861  DESIGNATION -  C 58
 GW0861  PID         -  GW0861
 GW0861  STATE/COUNTY-  VA/BEDFORD
 GW0861  USGS QUAD   -  BIG ISLAND (1983)
 GW0861
 GW0861                         *CURRENT SURVEY CONTROL
 GW0861  ___________________________________________________________________
 GW0861* NAD 83(1986)-  37 30 25.     (N)    079 16 09.     (W)     SCALED    
 GW0861* NAVD 88     -       180.944  (meters)     593.65   (feet)  ADJUSTED  
 GW0861  ___________________________________________________________________
 GW0861  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW0861  DYNAMIC HT  -         180.807 (meters)     593.20  (feet)  COMP
 GW0861  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 GW0861
 GW0861  VERT ORDER  -  FIRST     CLASS II
 GW0861
 GW0861.The horizontal coordinates were scaled from a topographic map and have
 GW0861.an estimated accuracy of +/- 6 seconds.
 GW0861
 GW0861.The orthometric height was determined by differential leveling
 GW0861.and adjusted by the National Geodetic Survey in June 1991..
 GW0861
 GW0861.The geoid height was determined by GEOID03.
 GW0861
 GW0861.The dynamic height is computed by dividing the NAVD 88
 GW0861.geopotential number by the normal gravity value computed on the
 GW0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0861.degrees latitude (g = 980.6199 gals.).
 GW0861
 GW0861.The modeled gravity was interpolated from observed gravity values.
 GW0861
 GW0861;                    North         East    Units  Estimated Accuracy
 GW0861;SPC VA S     - 1,130,520.    3,432,000.      MT  (+/- 180 meters Scaled)
 GW0861
 GW0861                          SUPERSEDED SURVEY CONTROL
 GW0861
 GW0861  NGVD 29 (??/??/92)  181.156  (m)          594.34   (f) ADJ UNCH    1 2
 GW0861
 GW0861.Superseded values are not recommended for survey control.
 GW0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0861.See file dsdata.txt to determine how the superseded data were derived.
 GW0861
 GW0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB529525(NAD 83)
 GW0861_MARKER: DD = SURVEY DISK
 GW0861_SETTING: 80 = SET IN A BOULDER
 GW0861_STAMPING: 594.336 C 58 1926
 GW0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0861+STABILITY: SURFACE MOTION
 GW0861
 GW0861  HISTORY     - Date     Condition        Report By
 GW0861  HISTORY     - 1926     MONUMENTED       USGS
 GW0861  HISTORY     - 1934     GOOD             NGS
 GW0861
 GW0861                          STATION DESCRIPTION
 GW0861
 GW0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0861'0.4 MI NE FROM PEARCH.
 GW0861'0.4 MILE NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0861'THE STATION AT PEARCH, 170 FEET SOUTHWEST OF MILEPOST 159, 42
 GW0861'FEET NORTHEAST OF A ROAD CROSSING, 46 FEET SOUTHEAST OF THE
 GW0861'CENTERLINE OF THE MAIN TRACK, 18 FEET SOUTHEAST OF THE CENTERLINE
 GW0861'OF A ROAD, IN THE TOP OF A LARGE BOULDER, AND ABOUT 3 FEET HIGHER
 GW0861'THAN THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GW0861'594.336 C 58 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1822 ***********************************************************************
 HW1822  DESIGNATION -  C 58
 HW1822  PID         -  HW1822
 HW1822  STATE/COUNTY-  VA/BATH
 HW1822  USGS QUAD   -  BURNSVILLE (1982)
 HW1822
 HW1822                         *CURRENT SURVEY CONTROL
 HW1822  ___________________________________________________________________
 HW1822* NAD 83(1986)-  38 11 48.     (N)    079 43 53.     (W)     SCALED    
 HW1822* NAVD 88     -       621.146  (meters)    2037.88   (feet)  ADJUSTED  
 HW1822  ___________________________________________________________________
 HW1822  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HW1822  DYNAMIC HT  -         620.646 (meters)    2036.24  (feet)  COMP
 HW1822  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 HW1822
 HW1822  VERT ORDER  -  SECOND    CLASS 0
 HW1822
 HW1822.The horizontal coordinates were scaled from a topographic map and have
 HW1822.an estimated accuracy of +/- 6 seconds.
 HW1822
 HW1822.The orthometric height was determined by differential leveling
 HW1822.and adjusted by the National Geodetic Survey in June 1991..
 HW1822
 HW1822.The geoid height was determined by GEOID03.
 HW1822
 HW1822.The dynamic height is computed by dividing the NAVD 88
 HW1822.geopotential number by the normal gravity value computed on the
 HW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1822.degrees latitude (g = 980.6199 gals.).
 HW1822
 HW1822.The modeled gravity was interpolated from observed gravity values.
 HW1822
 HW1822;                    North         East    Units  Estimated Accuracy
 HW1822;SPC VA N     - 2,059,550.    3,392,140.      MT  (+/- 180 meters Scaled)
 HW1822
 HW1822                          SUPERSEDED SURVEY CONTROL
 HW1822
 HW1822  NGVD 29 (??/??/92)  621.240  (m)         2038.18   (f) ADJ UNCH    2 0
 HW1822
 HW1822.Superseded values are not recommended for survey control.
 HW1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1822.See file dsdata.txt to determine how the superseded data were derived.
 HW1822
 HW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC110283(NAD 83)
 HW1822_MARKER: DB = BENCH MARK DISK
 HW1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1822_STAMPING: C 58 1934
 HW1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1822+STABILITY: SURFACE MOTION
 HW1822
 HW1822  HISTORY     - Date     Condition        Report By
 HW1822  HISTORY     - 1934     MONUMENTED       CGS
 HW1822
 HW1822                          STATION DESCRIPTION
 HW1822
 HW1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1822'11.6 MI N FROM WARM SPRINGS.
 HW1822'11.6 MILES NORTH ALONG U.S. HIGHWAY 220 FROM WARM SPRINGS INN AT
 HW1822'WARM SPRINGS, BATH COUNTY, 11 YARDS NORTH OF THE NORTH CORNER
 HW1822'OF AN OLD 2-STORY WATER MILL, 11 FEET AND 2 INCHES NORTH OF THE
 HW1822'NORTH CORNER OF THE ONE STORY SQUARE WOODEN OFFICE BUILDING
 HW1822'OF THE MILL, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4
 HW1822'FEET EAST OF A SPLIT-RAIL FENCE, 2 FEET HIGHER THAN THE HIGHWAY,
 HW1822'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0011 ***********************************************************************
 FZ0011  DESIGNATION -  C 59
 FZ0011  PID         -  FZ0011
 FZ0011  STATE/COUNTY-  VA/PATRICK
 FZ0011  USGS QUAD   -  STUART (1967)
 FZ0011
 FZ0011                         *CURRENT SURVEY CONTROL
 FZ0011  ___________________________________________________________________
 FZ0011* NAD 83(1986)-  36 40 27.     (N)    080 16 42.     (W)     SCALED    
 FZ0011* NAVD 88     -       418.867  (meters)    1374.23   (feet)  ADJUSTED  
 FZ0011  ___________________________________________________________________
 FZ0011  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FZ0011  DYNAMIC HT  -         418.495 (meters)    1373.01  (feet)  COMP
 FZ0011  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 FZ0011
 FZ0011  VERT ORDER  -  SECOND    CLASS 0
 FZ0011
 FZ0011.The horizontal coordinates were scaled from a topographic map and have
 FZ0011.an estimated accuracy of +/- 6 seconds.
 FZ0011
 FZ0011.The orthometric height was determined by differential leveling
 FZ0011.and adjusted by the National Geodetic Survey in June 1991..
 FZ0011
 FZ0011.The geoid height was determined by GEOID03.
 FZ0011
 FZ0011.The dynamic height is computed by dividing the NAVD 88
 FZ0011.geopotential number by the normal gravity value computed on the
 FZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0011.degrees latitude (g = 980.6199 gals.).
 FZ0011
 FZ0011.The modeled gravity was interpolated from observed gravity values.
 FZ0011
 FZ0011;                    North         East    Units  Estimated Accuracy
 FZ0011;SPC VA S     - 1,039,320.    3,341,040.      MT  (+/- 180 meters Scaled)
 FZ0011
 FZ0011                          SUPERSEDED SURVEY CONTROL
 FZ0011
 FZ0011  NGVD 29 (??/??/92)  419.038  (m)         1374.79   (f) ADJ UNCH    2 0
 FZ0011
 FZ0011.Superseded values are not recommended for survey control.
 FZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0011.See file dsdata.txt to determine how the superseded data were derived.
 FZ0011
 FZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA644589(NAD 83)
 FZ0011_MARKER: DB = BENCH MARK DISK
 FZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0011_STAMPING: C 59 1935
 FZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0011+STABILITY: SURFACE MOTION
 FZ0011
 FZ0011  HISTORY     - Date     Condition        Report By
 FZ0011  HISTORY     - 1935     MONUMENTED       CGS
 FZ0011  HISTORY     - 1969     MARK NOT FOUND   NGS
 FZ0011
 FZ0011                          STATION DESCRIPTION
 FZ0011
 FZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FZ0011'3.2 MI NW FROM STUART.
 FZ0011'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 58 FROM THE COUNTY COURTHOUSE
 FZ0011'AT STUART, PATRICK COUNTY, ABOUT 0.2 MILE SOUTH OF THE JUNCTION
 FZ0011'WITH STATE HIGHWAY 8, ABOUT 285 YARDS SOUTH OF THE BRIDGE OVER
 FZ0011'MAYO CREEK, ABOUT 140 YARDS SOUTH OF A SIDE ROAD LEADING WEST,
 FZ0011'ABOUT 80 YARDS SOUTH OF A WHITE FARMHOUSE, ON THE OUTSIDE OF A
 FZ0011'CURVE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 FZ0011'12 FEET EAST OF A PASTURE FENCE.  A STANDARD DISK, STAMPED C 59
 FZ0011'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FZ0011'INCHES ABOVE GROUND.  RECOVERED AS DESCRIBED 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0860 ***********************************************************************
 GW0860  DESIGNATION -  C 59
 GW0860  PID         -  GW0860
 GW0860  STATE/COUNTY-  VA/BEDFORD
 GW0860  USGS QUAD   -  BIG ISLAND (1983)
 GW0860
 GW0860                         *CURRENT SURVEY CONTROL
 GW0860  ___________________________________________________________________
 GW0860* NAD 83(1986)-  37 30 38.     (N)    079 19 06.     (W)     SCALED    
 GW0860* NAVD 88     -       182.727  (meters)     599.50   (feet)  ADJUSTED  
 GW0860  ___________________________________________________________________
 GW0860  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW0860  DYNAMIC HT  -         182.585 (meters)     599.03  (feet)  COMP
 GW0860  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 GW0860
 GW0860  VERT ORDER  -  FIRST     CLASS II
 GW0860
 GW0860.The horizontal coordinates were scaled from a topographic map and have
 GW0860.an estimated accuracy of +/- 6 seconds.
 GW0860
 GW0860.The orthometric height was determined by differential leveling
 GW0860.and adjusted by the National Geodetic Survey in June 1991..
 GW0860
 GW0860.The geoid height was determined by GEOID03.
 GW0860
 GW0860.The dynamic height is computed by dividing the NAVD 88
 GW0860.geopotential number by the normal gravity value computed on the
 GW0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0860.degrees latitude (g = 980.6199 gals.).
 GW0860
 GW0860.The modeled gravity was interpolated from observed gravity values.
 GW0860
 GW0860;                    North         East    Units  Estimated Accuracy
 GW0860;SPC VA S     - 1,130,960.    3,427,650.      MT  (+/- 180 meters Scaled)
 GW0860
 GW0860                          SUPERSEDED SURVEY CONTROL
 GW0860
 GW0860  NGVD 29 (??/??/92)  182.935  (m)          600.18   (f) ADJ UNCH    1 2
 GW0860
 GW0860.Superseded values are not recommended for survey control.
 GW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0860.See file dsdata.txt to determine how the superseded data were derived.
 GW0860
 GW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB486528(NAD 83)
 GW0860_MARKER: DD = SURVEY DISK
 GW0860_SETTING: 66 = SET IN ROCK OUTCROP
 GW0860_SP_SET: SET IN ROCK OUTCROP
 GW0860_STAMPING: 600.173 C 59 1926
 GW0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0860+STABILITY: POSITION/ELEVATION WELL
 GW0860
 GW0860  HISTORY     - Date     Condition        Report By
 GW0860  HISTORY     - 1926     MONUMENTED       USGS
 GW0860  HISTORY     - 1934     GOOD             NGS
 GW0860
 GW0860                          STATION DESCRIPTION
 GW0860
 GW0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0860'1.3 MI NW FROM COLEMAN.
 GW0860'1.3 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0860'COLEMAN, 107 FEET WEST OF A REDUCE SPEED SIGN, ON THE SOUTH SIDE
 GW0860'OF THE RIVER, 54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN
 GW0860'A ROCK OUTCROP, AND ABOUT 5 FEET LOWER THAN THE RAIL.  A U.S.
 GW0860'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 600.173 C 59 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3328 ***********************************************************************
 HV3328  DESIGNATION -  C 6 USGS
 HV3328  PID         -  HV3328
 HV3328  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3328  USGS QUAD   -  CHANCELLORSVILLE (1994)
 HV3328
 HV3328                         *CURRENT SURVEY CONTROL
 HV3328  ___________________________________________________________________
 HV3328* NAD 83(1986)-  38 16 27.     (N)    077 40 46.     (W)     SCALED    
 HV3328* NAVD 88     -        88.374  (meters)     289.94   (feet)  ADJUSTED  
 HV3328  ___________________________________________________________________
 HV3328  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3328  DYNAMIC HT  -          88.317 (meters)     289.75  (feet)  COMP
 HV3328  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 HV3328
 HV3328  VERT ORDER  -  SECOND    CLASS 0
 HV3328
 HV3328.The horizontal coordinates were scaled from a topographic map and have
 HV3328.an estimated accuracy of +/- 6 seconds.
 HV3328
 HV3328.The orthometric height was determined by differential leveling
 HV3328.and adjusted by the National Geodetic Survey in June 1991..
 HV3328
 HV3328.The geoid height was determined by GEOID03.
 HV3328
 HV3328.The dynamic height is computed by dividing the NAVD 88
 HV3328.geopotential number by the normal gravity value computed on the
 HV3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3328.degrees latitude (g = 980.6199 gals.).
 HV3328
 HV3328.The modeled gravity was interpolated from observed gravity values.
 HV3328
 HV3328;                    North         East    Units  Estimated Accuracy
 HV3328;SPC VA N     - 2,067,750.    3,571,800.      MT  (+/- 180 meters Scaled)
 HV3328
 HV3328                          SUPERSEDED SURVEY CONTROL
 HV3328
 HV3328  NGVD 29 (??/??/??)   88.658  (m)          290.87   (f) ADJUSTED    2 0
 HV3328
 HV3328.Superseded values are not recommended for survey control.
 HV3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3328.See file dsdata.txt to determine how the superseded data were derived.
 HV3328
 HV3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH656396(NAD 83)
 HV3328_MARKER: DD = SURVEY DISK
 HV3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3328_STAMPING: 291 C 6 1926
 HV3328_MARK LOGO: USGS  
 HV3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3328+STABILITY: SURFACE MOTION
 HV3328
 HV3328  HISTORY     - Date     Condition        Report By
 HV3328  HISTORY     - 1926     MONUMENTED       USGS
 HV3328  HISTORY     - 1938     GOOD             CGS
 HV3328  HISTORY     - 1962     MARK NOT FOUND   USGS
 HV3328  HISTORY     - 1984     GOOD             NGS
 HV3328  HISTORY     - 19981112 GOOD             USPSQD
 HV3328
 HV3328                          STATION DESCRIPTION
 HV3328
 HV3328'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3328'13 MI W FROM FREDERICKSBURG.
 HV3328'ABOUT 13 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3328'FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT BROCK STATION, ABOUT
 HV3328'400 FEET EAST OF MILEPOST 13, 40 FEET SOUTH OF A POINT 24 FEET
 HV3328'WEST OF THE CENTER OF A ROAD CROSSING, 6 FEET WEST OF A POINT
 HV3328'1 FOOT NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 HV3328'SURVEY STANDARD DISK, STAMPED 291 C 6 1926 AND SET IN THE TOP
 HV3328'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 HV3328
 HV3328                          STATION RECOVERY (1962)
 HV3328
 HV3328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HV3328'MARK NOT FOUND.
 HV3328
 HV3328                          STATION RECOVERY (1984)
 HV3328
 HV3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3328'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO IN 1984.  NOTE--THIS
 HV3328'MARK WAS NOT RECOVERED IN 1962.  NEW DESCRIPTION FOLLOWS.  IN
 HV3328'BROCKROAD, ALONG STATE HIGHWAY 613, 67.36 METERS (221.0 FT) NORTH OF
 HV3328'THE CROSSING OF AUNT SARAH SPRING CREEK, 7.31 METERS (24.0 FT) WEST OF
 HV3328'THE CENTER OF THE HIGHWAY, 28.19 METERS (92.5 FT) SOUTH OF THE
 HV3328'SOUTHEAST CORNER OF A LARGE TWO STORY FRAME HOUSE, 17.53 METERS
 HV3328'(57.5 FT) SOUTH OF A FIRE HYDRANT, 1.92 METERS (6.3 FT)
 HV3328'SOUTH-SOUTHEAST OF TELEPHONE POLE 163 10 D6 2931.
 HV3328'THE MARK IS 0.20 METERS  E FROM A WITNESS POST.
 HV3328'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HV3328
 HV3328                          STATION RECOVERY (1998)
 HV3328
 HV3328'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1415 ***********************************************************************
 FY1415  DESIGNATION -  C 60
 FY1415  PID         -  FY1415
 FY1415  STATE/COUNTY-  VA/HENRY
 FY1415  USGS QUAD   -  AXTON (1983)
 FY1415
 FY1415                         *CURRENT SURVEY CONTROL
 FY1415  ___________________________________________________________________
 FY1415* NAD 83(1986)-  36 39 31.     (N)    079 42 42.     (W)     SCALED    
 FY1415* NAVD 88     -       311.454  (meters)    1021.83   (feet)  ADJUSTED  
 FY1415  ___________________________________________________________________
 FY1415  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FY1415  DYNAMIC HT  -         311.187 (meters)    1020.95  (feet)  COMP
 FY1415  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 FY1415
 FY1415  VERT ORDER  -  SECOND    CLASS 0
 FY1415
 FY1415.The horizontal coordinates were scaled from a topographic map and have
 FY1415.an estimated accuracy of +/- 6 seconds.
 FY1415
 FY1415.The orthometric height was determined by differential leveling
 FY1415.and adjusted by the National Geodetic Survey in June 1991..
 FY1415
 FY1415.The geoid height was determined by GEOID03.
 FY1415
 FY1415.The dynamic height is computed by dividing the NAVD 88
 FY1415.geopotential number by the normal gravity value computed on the
 FY1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1415.degrees latitude (g = 980.6199 gals.).
 FY1415
 FY1415.The modeled gravity was interpolated from observed gravity values.
 FY1415
 FY1415;                    North         East    Units  Estimated Accuracy
 FY1415;SPC VA S     - 1,036,790.    3,391,670.      MT  (+/- 180 meters Scaled)
 FY1415
 FY1415                          SUPERSEDED SURVEY CONTROL
 FY1415
 FY1415  NGVD 29 (??/??/92)  311.670  (m)         1022.54   (f) ADJ UNCH    2 0
 FY1415
 FY1415.Superseded values are not recommended for survey control.
 FY1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1415.See file dsdata.txt to determine how the superseded data were derived.
 FY1415
 FY1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA151577(NAD 83)
 FY1415_MARKER: DB = BENCH MARK DISK
 FY1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1415_STAMPING: C 60 1935
 FY1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1415+STABILITY: SURFACE MOTION
 FY1415
 FY1415  HISTORY     - Date     Condition        Report By
 FY1415  HISTORY     - 1935     MONUMENTED       CGS
 FY1415  HISTORY     - 1964     GOOD             NGS
 FY1415  HISTORY     - 1967     MARK NOT FOUND   USGS
 FY1415
 FY1415                          STATION DESCRIPTION
 FY1415
 FY1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1415'AT AXTON.
 FY1415'AT AXTON, HENRY COUNTY, ABOUT 130 YARDS NORTHWEST OF THE DANVILLE
 FY1415'AND WESTERN RAILWAY STATION, 65 FEET WEST OF A PRIVATE-ROAD
 FY1415'CROSSING, 41.5 FEET SOUTHEAST OF A SWITCH STAND, AND 15.8 FEET
 FY1415'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 FY1415'DISK, STAMPED C 60 1935 AND SET IN THE TOP OF A CONCRETE POST
 FY1415'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FY1415
 FY1415                          STATION RECOVERY (1967)
 FY1415
 FY1415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FY1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0856 ***********************************************************************
 GW0856  DESIGNATION -  C 60 USGS
 GW0856  PID         -  GW0856
 GW0856  STATE/COUNTY-  VA/BEDFORD
 GW0856  USGS QUAD   -  BIG ISLAND (1983)
 GW0856
 GW0856                         *CURRENT SURVEY CONTROL
 GW0856  ___________________________________________________________________
 GW0856* NAD 83(1986)-  37 32 17.     (N)    079 21 34.     (W)     SCALED    
 GW0856* NAVD 88     -       187.176  (meters)     614.09   (feet)  ADJUSTED  
 GW0856  ___________________________________________________________________
 GW0856  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0856  DYNAMIC HT  -         187.031 (meters)     613.62  (feet)  COMP
 GW0856  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 GW0856
 GW0856  VERT ORDER  -  FIRST     CLASS II
 GW0856
 GW0856.The horizontal coordinates were scaled from a topographic map and have
 GW0856.an estimated accuracy of +/- 6 seconds.
 GW0856
 GW0856.The orthometric height was determined by differential leveling
 GW0856.and adjusted by the National Geodetic Survey in June 1991..
 GW0856
 GW0856.The geoid height was determined by GEOID03.
 GW0856
 GW0856.The dynamic height is computed by dividing the NAVD 88
 GW0856.geopotential number by the normal gravity value computed on the
 GW0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0856.degrees latitude (g = 980.6199 gals.).
 GW0856
 GW0856.The modeled gravity was interpolated from observed gravity values.
 GW0856
 GW0856;                    North         East    Units  Estimated Accuracy
 GW0856;SPC VA S     - 1,134,040.    3,424,050.      MT  (+/- 180 meters Scaled)
 GW0856
 GW0856                          SUPERSEDED SURVEY CONTROL
 GW0856
 GW0856  NGVD 29 (??/??/92)  187.386  (m)          614.78   (f) ADJ UNCH    1 2
 GW0856
 GW0856.Superseded values are not recommended for survey control.
 GW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0856.See file dsdata.txt to determine how the superseded data were derived.
 GW0856
 GW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB449558(NAD 83)
 GW0856_MARKER: DD = SURVEY DISK
 GW0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0856_SP_SET: BRIDGE
 GW0856_STAMPING: 614.779 C 60 1926
 GW0856_MARK LOGO: USGS  
 GW0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0856
 GW0856  HISTORY     - Date     Condition        Report By
 GW0856  HISTORY     - 1926     MONUMENTED       USGS
 GW0856  HISTORY     - 1936     GOOD             NGS
 GW0856  HISTORY     - 1984     GOOD             NGS
 GW0856
 GW0856                          STATION DESCRIPTION
 GW0856
 GW0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0856'AT BIG ISLAND.
 GW0856'AT BIG ISLAND, BEDFORD COUNTY, ON THE CHESAPEAKE AND OHIO
 GW0856'RAILWAY, 350 FEET SOUTHEAST OF THE STATION, 20 FEET EAST OF A
 GW0856'HIGHWAY BRIDGE, AT BRIDGE 165.4, AT THE SOUTHEAST ABUTMENT, AND
 GW0856'IN THE SOUTHWEST END OF THE BRIDGE SEAT.  A U.S. GEOLOGICAL SURVEY
 GW0856'STANDARD DISK, STAMPED 614.779 C 60 1926.
 GW0856
 GW0856                          STATION RECOVERY (1984)
 GW0856
 GW0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0029 ***********************************************************************
 FZ0029  DESIGNATION -  C 61
 FZ0029  PID         -  FZ0029
 FZ0029  STATE/COUNTY-  VA/PATRICK
 FZ0029  USGS QUAD   -  WOOLWINE (1982)
 FZ0029
 FZ0029                         *CURRENT SURVEY CONTROL
 FZ0029  ___________________________________________________________________
 FZ0029* NAD 83(1986)-  36 49 53.     (N)    080 19 13.     (W)     SCALED    
 FZ0029* NAVD 88     -       774.299  (meters)    2540.35   (feet)  POSTED    
 FZ0029  ___________________________________________________________________
 FZ0029  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FZ0029  DYNAMIC HT  -         773.580 (meters)    2537.99  (feet)  COMP
 FZ0029  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 FZ0029
 FZ0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0029
 FZ0029.The horizontal coordinates were scaled from a topographic map and have
 FZ0029.an estimated accuracy of +/- 6 seconds.
 FZ0029
 FZ0029.The orthometric height was determined by differential leveling
 FZ0029.and adjusted by the National Geodetic Survey in 1992..
 FZ0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0029.rate of 0.0 thru 1.0 mm/km.
 FZ0029
 FZ0029.The geoid height was determined by GEOID03.
 FZ0029
 FZ0029.The dynamic height is computed by dividing the NAVD 88
 FZ0029.geopotential number by the normal gravity value computed on the
 FZ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0029.degrees latitude (g = 980.6199 gals.).
 FZ0029
 FZ0029.The modeled gravity was interpolated from observed gravity values.
 FZ0029
 FZ0029;                    North         East    Units  Estimated Accuracy
 FZ0029;SPC VA S     - 1,056,840.    3,337,630.      MT  (+/- 180 meters Scaled)
 FZ0029
 FZ0029                          SUPERSEDED SURVEY CONTROL
 FZ0029
 FZ0029  NGVD 29 (??/??/92)  774.422  (m)         2540.75   (f) ADJ UNCH    2 0
 FZ0029
 FZ0029.Superseded values are not recommended for survey control.
 FZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0029.See file dsdata.txt to determine how the superseded data were derived.
 FZ0029
 FZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA606763(NAD 83)
 FZ0029_MARKER: DB = BENCH MARK DISK
 FZ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0029_STAMPING: C 61 1935
 FZ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0029+STABILITY: SURFACE MOTION
 FZ0029
 FZ0029  HISTORY     - Date     Condition        Report By
 FZ0029  HISTORY     - 1935     MONUMENTED       CGS
 FZ0029  HISTORY     - 1963     MARK NOT FOUND   NGS
 FZ0029
 FZ0029                          STATION DESCRIPTION
 FZ0029
 FZ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0029'5.2 MI N FROM WOOLWINE.
 FZ0029'5.2 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 FZ0029'WOOLWINE, PATRICK COUNTY, ABOUT 0.6 MILE SOUTH OF THE PATRICK-FLOYD
 FZ0029'COUNTY LINE, ABOUT 170 YARDS SOUTHWEST OF A SHARP CURVE AT THE CREST
 FZ0029'OF A HILL, ABOUT 55 YARDS NORTHEAST OF A SIDE ROAD LEADING SOUTHEAST
 FZ0029'TO A FARM HOUSE, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FZ0029'HIGHWAY, AND 8.0 FEET NORTHWEST OF A RAIL FENCE.  A STANDARD
 FZ0029'DISK, STAMPED C 61 1935 AND SET IN THE TOP OF A CONCRETE POST
 FZ0029'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0850 ***********************************************************************
 GW0850  DESIGNATION -  C 62 USGS
 GW0850  PID         -  GW0850
 GW0850  STATE/COUNTY-  VA/AMHERST
 GW0850  USGS QUAD   -  SNOWDEN (1977)
 GW0850
 GW0850                         *CURRENT SURVEY CONTROL
 GW0850  ___________________________________________________________________
 GW0850* NAD 83(1986)-  37 36 25.     (N)    079 24 06.     (W)     SCALED    
 GW0850* NAVD 88     -       204.728  (meters)     671.68   (feet)  ADJUSTED  
 GW0850  ___________________________________________________________________
 GW0850  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0850  DYNAMIC HT  -         204.569 (meters)     671.16  (feet)  COMP
 GW0850  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GW0850
 GW0850  VERT ORDER  -  FIRST     CLASS II
 GW0850
 GW0850.The horizontal coordinates were scaled from a topographic map and have
 GW0850.an estimated accuracy of +/- 6 seconds.
 GW0850
 GW0850.The orthometric height was determined by differential leveling
 GW0850.and adjusted by the National Geodetic Survey in June 1991..
 GW0850
 GW0850.The geoid height was determined by GEOID03.
 GW0850
 GW0850.The dynamic height is computed by dividing the NAVD 88
 GW0850.geopotential number by the normal gravity value computed on the
 GW0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0850.degrees latitude (g = 980.6199 gals.).
 GW0850
 GW0850.The modeled gravity was interpolated from observed gravity values.
 GW0850
 GW0850;                    North         East    Units  Estimated Accuracy
 GW0850;SPC VA S     - 1,141,720.    3,420,390.      MT  (+/- 180 meters Scaled)
 GW0850
 GW0850                          SUPERSEDED SURVEY CONTROL
 GW0850
 GW0850  NGVD 29 (??/??/92)  204.940  (m)          672.37   (f) ADJ UNCH    1 2
 GW0850
 GW0850.Superseded values are not recommended for survey control.
 GW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0850.See file dsdata.txt to determine how the superseded data were derived.
 GW0850
 GW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB410634(NAD 83)
 GW0850_MARKER: DD = SURVEY DISK
 GW0850_SETTING: 66 = SET IN ROCK OUTCROP
 GW0850_SP_SET: SET IN ROCK OUTCROP
 GW0850_STAMPING: C 62 1926
 GW0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0850+STABILITY: POSITION/ELEVATION WELL
 GW0850
 GW0850  HISTORY     - Date     Condition        Report By
 GW0850  HISTORY     - 1926     MONUMENTED       USGS
 GW0850  HISTORY     - 1944     MARK NOT FOUND   NGS
 GW0850  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0850
 GW0850                          STATION DESCRIPTION
 GW0850
 GW0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0850'0.5 MI NW FROM SNOWDEN.
 GW0850'0.5 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0850'THE STATION AT SNOWDEN, 250 FEET WEST AND 70 FEET NORTH OF
 GW0850'MILEPOST 171, 70 FEET NORTHWEST OF A SWITCH STAND, 35 FEET NORTH
 GW0850'OF THE TRACK, AND IN A ROCK OUTCROP.  A U.S. GEOLOGICAL SURVEY
 GW0850'STANDARD DISK.
 GW0850
 GW0850                          STATION RECOVERY (1983)
 GW0850
 GW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0850'NOT RECOVERED, THE HOUSE AND STATION HAVE BEEN TORN DOWN, DESCRIPTION
 GW0850'IS NOW INADEQUATE TO LOCATE THE MARK, A SEARCH WAS MADE BUT NO SIGNS
 GW0850'OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0848 ***********************************************************************
 GW0848  DESIGNATION -  C 63 USGS
 GW0848  PID         -  GW0848
 GW0848  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0848  USGS QUAD   -  SNOWDEN (1977)
 GW0848
 GW0848                         *CURRENT SURVEY CONTROL
 GW0848  ___________________________________________________________________
 GW0848* NAD 83(1986)-  37 37 18.     (N)    079 26 26.     (W)     SCALED    
 GW0848* NAVD 88     -       219.861  (meters)     721.33   (feet)  ADJUSTED  
 GW0848  ___________________________________________________________________
 GW0848  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW0848  DYNAMIC HT  -         219.690 (meters)     720.77  (feet)  COMP
 GW0848  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 GW0848
 GW0848  VERT ORDER  -  FIRST     CLASS II
 GW0848
 GW0848.The horizontal coordinates were scaled from a topographic map and have
 GW0848.an estimated accuracy of +/- 6 seconds.
 GW0848
 GW0848.The orthometric height was determined by differential leveling
 GW0848.and adjusted by the National Geodetic Survey in June 1991..
 GW0848
 GW0848.The geoid height was determined by GEOID03.
 GW0848
 GW0848.The dynamic height is computed by dividing the NAVD 88
 GW0848.geopotential number by the normal gravity value computed on the
 GW0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0848.degrees latitude (g = 980.6199 gals.).
 GW0848
 GW0848.The modeled gravity was interpolated from observed gravity values.
 GW0848
 GW0848;                    North         East    Units  Estimated Accuracy
 GW0848;SPC VA S     - 1,143,390.    3,416,970.      MT  (+/- 180 meters Scaled)
 GW0848
 GW0848                          SUPERSEDED SURVEY CONTROL
 GW0848
 GW0848  NGVD 29 (??/??/92)  220.096  (m)          722.10   (f) ADJ UNCH    1 2
 GW0848
 GW0848.Superseded values are not recommended for survey control.
 GW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0848.See file dsdata.txt to determine how the superseded data were derived.
 GW0848
 GW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB376649(NAD 83)
 GW0848_MARKER: DD = SURVEY DISK
 GW0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW0848_STAMPING: 722.098 C 63 1926
 GW0848_MARK LOGO: USGS  
 GW0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0848+STABILITY: SURFACE MOTION
 GW0848
 GW0848  HISTORY     - Date     Condition        Report By
 GW0848  HISTORY     - 1926     MONUMENTED       USGS
 GW0848  HISTORY     - 1944     GOOD             NGS
 GW0848  HISTORY     - 1984     GOOD             NGS
 GW0848  HISTORY     - 1984     GOOD             NGS
 GW0848
 GW0848                          STATION DESCRIPTION
 GW0848
 GW0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0848'1 MI SE FROM BALCONY FALLS.
 GW0848'1.0 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0848'THE STATION AT BALCONY FALLS, 55 FEET WEST OF THE NORTH END OF
 GW0848'THE POWERHOUSE DAM, 13 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 GW0848'AT A BOX CULVERT, AND IN THE TOP OF THE EAST END OF THE CONCRETE
 GW0848'COPING.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 722.098
 GW0848'C 63 1926.
 GW0848
 GW0848                          STATION RECOVERY (1984)
 GW0848
 GW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0848'RECOVERED IN GOOD CONDITION.
 GW0848
 GW0848                          STATION RECOVERY (1984)
 GW0848
 GW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1584 ***********************************************************************
 GW1584  DESIGNATION -  C 64
 GW1584  PID         -  GW1584
 GW1584  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1584  USGS QUAD   -  SNOWDEN (1977)
 GW1584
 GW1584                         *CURRENT SURVEY CONTROL
 GW1584  ___________________________________________________________________
 GW1584* NAD 83(1986)-  37 36 59.     (N)    079 29 53.     (W)     SCALED    
 GW1584* NAVD 88     -       223.720  (meters)     733.99   (feet)  ADJUSTED  
 GW1584  ___________________________________________________________________
 GW1584  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1584  DYNAMIC HT  -         223.544 (meters)     733.41  (feet)  COMP
 GW1584  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 GW1584
 GW1584  VERT ORDER  -  FIRST     CLASS II
 GW1584
 GW1584.The horizontal coordinates were scaled from a topographic map and have
 GW1584.an estimated accuracy of +/- 6 seconds.
 GW1584
 GW1584.The orthometric height was determined by differential leveling
 GW1584.and adjusted by the National Geodetic Survey in June 1991..
 GW1584
 GW1584.The geoid height was determined by GEOID03.
 GW1584
 GW1584.The dynamic height is computed by dividing the NAVD 88
 GW1584.geopotential number by the normal gravity value computed on the
 GW1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1584.degrees latitude (g = 980.6199 gals.).
 GW1584
 GW1584.The modeled gravity was interpolated from observed gravity values.
 GW1584
 GW1584;                    North         East    Units  Estimated Accuracy
 GW1584;SPC VA S     - 1,142,850.    3,411,890.      MT  (+/- 180 meters Scaled)
 GW1584
 GW1584                          SUPERSEDED SURVEY CONTROL
 GW1584
 GW1584  NGVD 29 (??/??/92)  223.930  (m)          734.68   (f) ADJ UNCH    1 2
 GW1584
 GW1584.Superseded values are not recommended for survey control.
 GW1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1584.See file dsdata.txt to determine how the superseded data were derived.
 GW1584
 GW1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB325643(NAD 83)
 GW1584_MARKER: DD = SURVEY DISK
 GW1584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1584_SP_SET: BRIDGE
 GW1584_STAMPING: 734.677 C 64 1926
 GW1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1584
 GW1584  HISTORY     - Date     Condition        Report By
 GW1584  HISTORY     - 1926     MONUMENTED       USGS
 GW1584  HISTORY     - 1936     GOOD             NGS
 GW1584
 GW1584                          STATION DESCRIPTION
 GW1584
 GW1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1584'AT GREENLEE.
 GW1584'AT GREENLEE, ROCKBRIDGE COUNTY, 160 FEET SOUTH OF THE CHESAPEAKE
 GW1584'AND OHIO RAILWAY STATION, AT THE NORTHEAST END OF THE THREE-SPAN
 GW1584'IRON BRIDGE OVER JAMES RIVER, AND IN THE TOP OF THE EAST END OF
 GW1584'THE EAST STONE WING WALL.  A U.S. GEOLOGICAL SURVEY STANDARD
 GW1584'DISK, STAMPED 734.677 C 64 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0234 ***********************************************************************
 GW0234  DESIGNATION -  C 65
 GW0234  PID         -  GW0234
 GW0234  STATE/COUNTY-  VA/CUMBERLAND
 GW0234  USGS QUAD   -  FARMVILLE (1981)
 GW0234
 GW0234                         *CURRENT SURVEY CONTROL
 GW0234  ___________________________________________________________________
 GW0234* NAD 83(1986)-  37 21 50.     (N)    078 22 31.     (W)     SCALED    
 GW0234* NAVD 88     -       152.330  (meters)     499.77   (feet)  ADJUSTED  
 GW0234  ___________________________________________________________________
 GW0234  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GW0234  DYNAMIC HT  -         152.222 (meters)     499.42  (feet)  COMP
 GW0234  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 GW0234
 GW0234  VERT ORDER  -  SECOND    CLASS 0
 GW0234
 GW0234.The horizontal coordinates were scaled from a topographic map and have
 GW0234.an estimated accuracy of +/- 6 seconds.
 GW0234
 GW0234.The orthometric height was determined by differential leveling
 GW0234.and adjusted by the National Geodetic Survey in June 1991..
 GW0234
 GW0234.The geoid height was determined by GEOID03.
 GW0234
 GW0234.The dynamic height is computed by dividing the NAVD 88
 GW0234.geopotential number by the normal gravity value computed on the
 GW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0234.degrees latitude (g = 980.6199 gals.).
 GW0234
 GW0234.The modeled gravity was interpolated from observed gravity values.
 GW0234
 GW0234;                    North         East    Units  Estimated Accuracy
 GW0234;SPC VA S     - 1,114,370.    3,511,050.      MT  (+/- 180 meters Scaled)
 GW0234
 GW0234                          SUPERSEDED SURVEY CONTROL
 GW0234
 GW0234  NGVD 29 (??/??/92)  152.598  (m)          500.65   (f) ADJ UNCH    2 0
 GW0234
 GW0234.Superseded values are not recommended for survey control.
 GW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0234.See file dsdata.txt to determine how the superseded data were derived.
 GW0234
 GW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB324384(NAD 83)
 GW0234_MARKER: DB = BENCH MARK DISK
 GW0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0234_STAMPING: C 65 1935
 GW0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0234+STABILITY: SURFACE MOTION
 GW0234
 GW0234  HISTORY     - Date     Condition        Report By
 GW0234  HISTORY     - 1935     MONUMENTED       CGS
 GW0234  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0234  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0234  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0234
 GW0234                          STATION DESCRIPTION
 GW0234
 GW0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0234'4.2 MI N FROM FARMVILLE.
 GW0234'IN CUMBERLAND COUNTY, ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY
 GW0234'45 FROM THE APPOMATTOX RIVER BRIDGE AT FARMVILLE, PRINCE EDWARD
 GW0234'COUNTY, NEAR A CLUMP OF SMALL PINE TREES, 50 YARDS NORTH OF THE
 GW0234'NORTH END OF A HIGHWAY EMBANKMENT, 81.5 FEET NORTHWEST OF A POLE,
 GW0234'16 FEET NORTH OF A DIRT ROAD LEADING WEST, 27 FEET WEST OF THE
 GW0234'CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A POLE.  A
 GW0234'STANDARD DISK, STAMPED C 65 1935 AND SET IN THE TOP OF A CONCRETE
 GW0234'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 GW0234
 GW0234                          STATION RECOVERY (1997)
 GW0234
 GW0234'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0234'MARK NOT FOUND.
 GW0234
 GW0234                          STATION RECOVERY (2001)
 GW0234
 GW0234'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1580 ***********************************************************************
 GW1580  DESIGNATION -  C 65
 GW1580  PID         -  GW1580
 GW1580  STATE/COUNTY-  VA/BOTETOURT
 GW1580  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW1580
 GW1580                         *CURRENT SURVEY CONTROL
 GW1580  ___________________________________________________________________
 GW1580* NAD 83(1986)-  37 34 47.     (N)    079 36 39.     (W)     SCALED    
 GW1580* NAVD 88     -       235.997  (meters)     774.27   (feet)  ADJUSTED  
 GW1580  ___________________________________________________________________
 GW1580  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW1580  DYNAMIC HT  -         235.810 (meters)     773.65  (feet)  COMP
 GW1580  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 GW1580
 GW1580  VERT ORDER  -  FIRST     CLASS II
 GW1580
 GW1580.The horizontal coordinates were scaled from a topographic map and have
 GW1580.an estimated accuracy of +/- 6 seconds.
 GW1580
 GW1580.The orthometric height was determined by differential leveling
 GW1580.and adjusted by the National Geodetic Survey in June 1991..
 GW1580
 GW1580.The geoid height was determined by GEOID03.
 GW1580
 GW1580.The dynamic height is computed by dividing the NAVD 88
 GW1580.geopotential number by the normal gravity value computed on the
 GW1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1580.degrees latitude (g = 980.6199 gals.).
 GW1580
 GW1580.The modeled gravity was interpolated from observed gravity values.
 GW1580
 GW1580;                    North         East    Units  Estimated Accuracy
 GW1580;SPC VA S     - 1,138,900.    3,401,890.      MT  (+/- 180 meters Scaled)
 GW1580
 GW1580                          SUPERSEDED SURVEY CONTROL
 GW1580
 GW1580  NGVD 29 (??/??/92)  236.208  (m)          774.96   (f) ADJ UNCH    1 2
 GW1580
 GW1580.Superseded values are not recommended for survey control.
 GW1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1580.See file dsdata.txt to determine how the superseded data were derived.
 GW1580
 GW1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB226600(NAD 83)
 GW1580_MARKER: DD = SURVEY DISK
 GW1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1580_SP_SET: WALL
 GW1580_STAMPING: 774.959 C 65 1926
 GW1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1580
 GW1580  HISTORY     - Date     Condition        Report By
 GW1580  HISTORY     - 1926     MONUMENTED       USGS
 GW1580  HISTORY     - 1936     GOOD             NGS
 GW1580
 GW1580                          STATION DESCRIPTION
 GW1580
 GW1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW1580'AT ROCKY POINT.
 GW1580'AT ROCKY POINT, BOTETOURT COUNTY, 100 FEET NORTHEAST OF THE
 GW1580'CHESAPEAKE AND OHIO RAILWAY STATION, AT THE NORTHWEST END
 GW1580'OF THE ROAD BRIDGE OVER ROARING RUN, 6 FEET FROM THE SOUTHEAST
 GW1580'CORNER OF AN OLD MILL, AND IN THE TOP OF A CONCRETE RETAINING
 GW1580'WALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 774.959
 GW1580'C 65 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2404 ***********************************************************************
 GW2404  DESIGNATION -  C 66 RESET
 GW2404  PID         -  GW2404
 GW2404  STATE/COUNTY-  VA/CUMBERLAND
 GW2404  USGS QUAD   -  HILLCREST (1987)
 GW2404
 GW2404                         *CURRENT SURVEY CONTROL
 GW2404  ___________________________________________________________________
 GW2404* NAD 83(1986)-  37 29 04.     (N)    078 19 15.     (W)     SCALED    
 GW2404* NAVD 88     -        84.80   (meters)     278.2    (feet)  RESET     
 GW2404  ___________________________________________________________________
 GW2404  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GW2404
 GW2404  VERT ORDER  -  THIRD
 GW2404
 GW2404.The horizontal coordinates were scaled from a topographic map and have
 GW2404.an estimated accuracy of +/- 6 seconds.
 GW2404
 GW2404.The orthometric height was computed from unverified reset data.
 GW2404.No vertical observational check was made to the station.
 GW2404
 GW2404.The geoid height was determined by GEOID03.
 GW2404
 GW2404;                    North         East    Units  Estimated Accuracy
 GW2404;SPC VA S     - 1,127,760.    3,515,850.      MT  (+/- 180 meters Scaled)
 GW2404
 GW2404                          SUPERSEDED SURVEY CONTROL
 GW2404
 GW2404  NGVD 29 (03/21/06)   85.07   (m)          279.1    (f) RESET       3  
 GW2404
 GW2404.Superseded values are not recommended for survey control.
 GW2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2404.See file dsdata.txt to determine how the superseded data were derived.
 GW2404
 GW2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB368519(NAD 83)
 GW2404_MARKER: DB = BENCH MARK DISK
 GW2404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2404_SP_SET: BRIDGE ABUTMENT
 GW2404_STAMPING: C 66 RESET 1987
 GW2404_MARK LOGO: NGS   
 GW2404_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2404
 GW2404  HISTORY     - Date     Condition        Report By
 GW2404  HISTORY     - 1987     MONUMENTED       VADHT
 GW2404  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW2404  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW2404
 GW2404                          STATION DESCRIPTION
 GW2404
 GW2404'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 GW2404'4.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE COUNTY COURTHOUSE IN
 GW2404'CUMBERLAND, 2.4 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 45, AT
 GW2404'THE WILLIS RIVER BRIDGE, APPROXIMATELY 13 FEET RIGHT OF STATION
 GW2404'206+44.0 CENTERLINE OF ROUTE 60.
 GW2404
 GW2404                          STATION RECOVERY (1997)
 GW2404
 GW2404'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2404'MARK NOT FOUND.
 GW2404
 GW2404                          STATION RECOVERY (2001)
 GW2404
 GW2404'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2242 ***********************************************************************
 GV2242  DESIGNATION -  C 67
 GV2242  PID         -  GV2242
 GV2242  STATE/COUNTY-  VA/DINWIDDIE
 GV2242  USGS QUAD   -  SUTHERLAND (1974)
 GV2242
 GV2242                         *CURRENT SURVEY CONTROL
 GV2242  ___________________________________________________________________
 GV2242* NAD 83(1986)-  37 11 48.     (N)    077 30 26.     (W)     SCALED    
 GV2242* NAVD 88     -        58.355  (meters)     191.45   (feet)  ADJUSTED  
 GV2242  ___________________________________________________________________
 GV2242  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GV2242  DYNAMIC HT  -          58.312 (meters)     191.31  (feet)  COMP
 GV2242  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 GV2242
 GV2242  VERT ORDER  -  SECOND    CLASS 0
 GV2242
 GV2242.The horizontal coordinates were scaled from a topographic map and have
 GV2242.an estimated accuracy of +/- 6 seconds.
 GV2242
 GV2242.The orthometric height was determined by differential leveling
 GV2242.and adjusted by the National Geodetic Survey in June 1991..
 GV2242.WARNING-Repeat measurements at this control monument indicate possible
 GV2242.vertical movement.
 GV2242
 GV2242.The geoid height was determined by GEOID03.
 GV2242
 GV2242.The dynamic height is computed by dividing the NAVD 88
 GV2242.geopotential number by the normal gravity value computed on the
 GV2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2242.degrees latitude (g = 980.6199 gals.).
 GV2242
 GV2242.The modeled gravity was interpolated from observed gravity values.
 GV2242
 GV2242;                    North         East    Units  Estimated Accuracy
 GV2242;SPC VA S     - 1,096,270.    3,588,140.      MT  (+/- 180 meters Scaled)
 GV2242
 GV2242                          SUPERSEDED SURVEY CONTROL
 GV2242
 GV2242  NGVD 29 (??/??/??)   58.692  (m)          192.56   (f) ADJUSTED    2 0
 GV2242
 GV2242.Superseded values are not recommended for survey control.
 GV2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2242.See file dsdata.txt to determine how the superseded data were derived.
 GV2242
 GV2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG774196(NAD 83)
 GV2242_MARKER: DB = BENCH MARK DISK
 GV2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2242_STAMPING: C-67--1935
 GV2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2242+STABILITY: SURFACE MOTION
 GV2242
 GV2242  HISTORY     - Date     Condition        Report By
 GV2242  HISTORY     - 1935     MONUMENTED       CGS
 GV2242  HISTORY     - 1938     GOOD             CGS
 GV2242  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2242
 GV2242                          STATION DESCRIPTION
 GV2242
 GV2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2242'6.5 MI W FROM PETERSBURG.
 GV2242'6.5 MILES WEST OF THE DEPOT AT PETERSBURG, 6 TELEGRAPH POLES
 GV2242'SOUTHWEST OF MILE POST N.-88, 4 1/2 TELEGRAPH POLES NORTHWEST
 GV2242'OF OVERHEAD HIGHWAY BRIDGE OVER BELT LINE BELT LINE R.R., 112
 GV2242'YARDS EAST OF CENTERLINE OF A DIM CROSSING, 46 YARDS EAST OF
 GV2242'RAILROAD BRACKET, 47 FT. SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST
 GV2242'TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN HIGH.
 GV2242
 GV2242                          STATION RECOVERY (1938)
 GV2242
 GV2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 GV2242'RECOVERED IN GOOD CONDITION.
 GV2242
 GV2242                          STATION RECOVERY (2000)
 GV2242
 GV2242'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV2242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1571 ***********************************************************************
 GW1571  DESIGNATION -  C 67 USGS
 GW1571  PID         -  GW1571
 GW1571  STATE/COUNTY-  VA/BOTETOURT
 GW1571  USGS QUAD   -  BUCHANAN (1985)
 GW1571
 GW1571                         *CURRENT SURVEY CONTROL
 GW1571  ___________________________________________________________________
 GW1571* NAD 83(1986)-  37 31 52.     (N)    079 40 40.     (W)     SCALED    
 GW1571* NAVD 88     -       253.371  (meters)     831.27   (feet)  ADJUSTED  
 GW1571  ___________________________________________________________________
 GW1571  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1571  DYNAMIC HT  -         253.169 (meters)     830.61  (feet)  COMP
 GW1571  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 GW1571
 GW1571  VERT ORDER  -  FIRST     CLASS II
 GW1571
 GW1571.The horizontal coordinates were scaled from a topographic map and have
 GW1571.an estimated accuracy of +/- 6 seconds.
 GW1571
 GW1571.The orthometric height was determined by differential leveling
 GW1571.and adjusted by the National Geodetic Survey in June 1991..
 GW1571.WARNING-Repeat measurements at this control monument indicate possible
 GW1571.vertical movement.
 GW1571
 GW1571.The geoid height was determined by GEOID03.
 GW1571
 GW1571.The dynamic height is computed by dividing the NAVD 88
 GW1571.geopotential number by the normal gravity value computed on the
 GW1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1571.degrees latitude (g = 980.6199 gals.).
 GW1571
 GW1571.The modeled gravity was interpolated from observed gravity values.
 GW1571
 GW1571;                    North         East    Units  Estimated Accuracy
 GW1571;SPC VA S     - 1,133,570.    3,395,910.      MT  (+/- 180 meters Scaled)
 GW1571
 GW1571                          SUPERSEDED SURVEY CONTROL
 GW1571
 GW1571  NGVD 29 (??/??/92)  253.569  (m)          831.92   (f) ADJ UNCH    1 2
 GW1571
 GW1571.Superseded values are not recommended for survey control.
 GW1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1571.See file dsdata.txt to determine how the superseded data were derived.
 GW1571
 GW1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB168546(NAD 83)
 GW1571_MARKER: DD = SURVEY DISK
 GW1571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GW1571+WITH SETTING: PAVEMENT
 GW1571_STAMPING: 831.918 C 67 1926
 GW1571_MARK LOGO: USGS  
 GW1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1571+STABILITY: SURFACE MOTION
 GW1571
 GW1571  HISTORY     - Date     Condition        Report By
 GW1571  HISTORY     - 1926     MONUMENTED       USGS
 GW1571  HISTORY     - 1958     GOOD             NGS
 GW1571  HISTORY     - 1984     GOOD             NGS
 GW1571
 GW1571                          STATION DESCRIPTION
 GW1571
 GW1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW1571'AT BUCHANAN.
 GW1571'AT BUCHANAN, ALONG THE CHESAPEAKE AND OHIO RAILWAY, ON TOP OF
 GW1571'THE NORTH END OF THE SECOND CONCRETE STEP AT THE ENTRANCE TO
 GW1571'THE W.C. EUBANK GENERAL STORE, 59 FEET EAST OF THE NORTHEAST
 GW1571'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 65 FEET NORTH
 GW1571'OF THE NORTH RAIL, 26 FEET EAST OF THE CENTER LINE OF AN ASPHALT
 GW1571'STREET, 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE BUILDING AND 1
 GW1571'FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 GW1571
 GW1571                          STATION RECOVERY (1984)
 GW1571
 GW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1571'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 GW1571'THE W.C. EUBANK GENERAL STORE IS NOW POWELLS MARKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0277 ***********************************************************************
 GW0277  DESIGNATION -  C 68
 GW0277  PID         -  GW0277
 GW0277  STATE/COUNTY-  VA/NOTTOWAY
 GW0277  USGS QUAD   -  CREWE WEST (1987)
 GW0277
 GW0277                         *CURRENT SURVEY CONTROL
 GW0277  ___________________________________________________________________
 GW0277* NAD 83(1986)-  37 11 17.     (N)    078 11 44.     (W)     SCALED    
 GW0277* NAVD 88     -       158.902  (meters)     521.33   (feet)  ADJUSTED  
 GW0277  ___________________________________________________________________
 GW0277  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GW0277  DYNAMIC HT  -         158.787 (meters)     520.95  (feet)  COMP
 GW0277  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 GW0277
 GW0277  VERT ORDER  -  FIRST     CLASS II
 GW0277
 GW0277.The horizontal coordinates were scaled from a topographic map and have
 GW0277.an estimated accuracy of +/- 6 seconds.
 GW0277
 GW0277.The orthometric height was determined by differential leveling
 GW0277.and adjusted by the National Geodetic Survey in June 1991..
 GW0277
 GW0277.The geoid height was determined by GEOID03.
 GW0277
 GW0277.The dynamic height is computed by dividing the NAVD 88
 GW0277.geopotential number by the normal gravity value computed on the
 GW0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0277.degrees latitude (g = 980.6199 gals.).
 GW0277
 GW0277.The modeled gravity was interpolated from observed gravity values.
 GW0277
 GW0277;                    North         East    Units  Estimated Accuracy
 GW0277;SPC VA S     - 1,094,900.    3,527,030.      MT  (+/- 180 meters Scaled)
 GW0277
 GW0277                          SUPERSEDED SURVEY CONTROL
 GW0277
 GW0277  NGVD 29 (03/05/92)  159.131  (m)          522.08   (f) ADJUSTED    1 2
 GW0277
 GW0277.Superseded values are not recommended for survey control.
 GW0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0277.See file dsdata.txt to determine how the superseded data were derived.
 GW0277
 GW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB489194(NAD 83)
 GW0277_MARKER: DB = BENCH MARK DISK
 GW0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0277_STAMPING: C 68 1935
 GW0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0277+STABILITY: SURFACE MOTION
 GW0277
 GW0277  HISTORY     - Date     Condition        Report By
 GW0277  HISTORY     - 1935     MONUMENTED       CGS
 GW0277  HISTORY     - 1965     GOOD             NGS
 GW0277  HISTORY     - 1979     GOOD             NGS
 GW0277  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0277  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0277  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0277
 GW0277                          STATION DESCRIPTION
 GW0277
 GW0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0277'AT BURKEVILLE.
 GW0277'AT BURKEVILLE, NOTTOWAY COUNTY, 0.4 MILE EAST OF THE NORFOLK AND
 GW0277'WESTERN RAILWAY STATION, 19.5 FEET NORTHEAST OF THE NORTHEAST
 GW0277'RAIL OF A SIDETRACK LEADING TO THE GULF REFINING CO. BULK PLANT,
 GW0277'185 FEET EAST OF THE SIDETRACK SWITCH, AND 19.6 FEET SOUTH OF THE
 GW0277'SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 68 1935
 GW0277'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 GW0277'GROUND.
 GW0277
 GW0277                          STATION RECOVERY (1979)
 GW0277
 GW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GW0277'RECOVERED IN GOOD CONDITION.
 GW0277
 GW0277                          STATION RECOVERY (1996)
 GW0277
 GW0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0277'MARK NOT FOUND.
 GW0277
 GW0277                          STATION RECOVERY (2000)
 GW0277
 GW0277'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0277'MARK NOT FOUND.
 GW0277
 GW0277                          STATION RECOVERY (2001)
 GW0277
 GW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1572 ***********************************************************************
 GW1572  DESIGNATION -  C 68 USGS
 GW1572  PID         -  GW1572
 GW1572  STATE/COUNTY-  VA/BOTETOURT
 GW1572  USGS QUAD   -  BUCHANAN (1985)
 GW1572
 GW1572                         *CURRENT SURVEY CONTROL
 GW1572  ___________________________________________________________________
 GW1572* NAD 83(1986)-  37 31 41.     (N)    079 40 53.     (W)     SCALED    
 GW1572* NAVD 88     -       252.396  (meters)     828.07   (feet)  ADJUSTED  
 GW1572  ___________________________________________________________________
 GW1572  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1572  DYNAMIC HT  -         252.195 (meters)     827.41  (feet)  COMP
 GW1572  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 GW1572
 GW1572  VERT ORDER  -  FIRST     CLASS II
 GW1572
 GW1572.The horizontal coordinates were scaled from a topographic map and have
 GW1572.an estimated accuracy of +/- 6 seconds.
 GW1572
 GW1572.The orthometric height was determined by differential leveling
 GW1572.and adjusted by the National Geodetic Survey in June 1991..
 GW1572
 GW1572.The geoid height was determined by GEOID03.
 GW1572
 GW1572.The dynamic height is computed by dividing the NAVD 88
 GW1572.geopotential number by the normal gravity value computed on the
 GW1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1572.degrees latitude (g = 980.6199 gals.).
 GW1572
 GW1572.The modeled gravity was interpolated from observed gravity values.
 GW1572
 GW1572;                    North         East    Units  Estimated Accuracy
 GW1572;SPC VA S     - 1,133,240.    3,395,580.      MT  (+/- 180 meters Scaled)
 GW1572
 GW1572                          SUPERSEDED SURVEY CONTROL
 GW1572
 GW1572  NGVD 29 (??/??/92)  252.612  (m)          828.78   (f) ADJ UNCH    1 2
 GW1572
 GW1572.Superseded values are not recommended for survey control.
 GW1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1572.See file dsdata.txt to determine how the superseded data were derived.
 GW1572
 GW1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB165542(NAD 83)
 GW1572_MARKER: DD = SURVEY DISK
 GW1572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1572_SP_SET: BUILDING
 GW1572_STAMPING: 828.778 C 68 1926
 GW1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1572
 GW1572  HISTORY     - Date     Condition        Report By
 GW1572  HISTORY     - 1926     MONUMENTED       USGS
 GW1572  HISTORY     - 1959     GOOD             NGS
 GW1572  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW1572
 GW1572                          STATION DESCRIPTION
 GW1572
 GW1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1572'AT BUCHANAN.
 GW1572'AT BUCHANAN, 0.2 MILE SOUTHWEST OF THE SOUTH END OF THE CONCRETE
 GW1572'HIGHWAY BRIDGE OVER JAMES RIVER, AT THE SOUTHEAST ENTRANCE TO
 GW1572'A TWO-STORY RED BRICK ELEMENTARY SCHOOL, 4 1/2 FEET SOUTHWEST OF
 GW1572'THE CENTER OF ENTRANCE AND IN TOP OF CONCRETE FLOOR OF PORTICO
 GW1572'BETWEEN THE SOUTHWEST RED BRICK PILLAR OF TWO SUPPORTING THE
 GW1572'PORTICO AND THE BRICK WALL OF BUILDING, 69 1/2 FEET NORTHWEST OF
 GW1572'THE CENTER LINE OF BLACK TOP STREET, AND ABOUT LEVEL WITH PORTICO
 GW1572'FLOOR AND STREET.
 GW1572
 GW1572                          STATION RECOVERY (1984)
 GW1572
 GW1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1572'NOT RECOVERED, CONSIDER DESTROYED AS THE SCHOOL BUILDING HAS BEEN TORN
 GW1572'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0465 ***********************************************************************
 GW0465  DESIGNATION -  C 69
 GW0465  PID         -  GW0465
 GW0465  STATE/COUNTY-  VA/APPOMATTOX
 GW0465  USGS QUAD   -  APPOMATTOX (1984)
 GW0465
 GW0465                         *CURRENT SURVEY CONTROL
 GW0465  ___________________________________________________________________
 GW0465* NAD 83(1986)-  37 19 24.     (N)    078 46 42.     (W)     SCALED    
 GW0465* NAVD 88     -       235.228  (meters)     771.74   (feet)  ADJUSTED  
 GW0465  ___________________________________________________________________
 GW0465  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GW0465  DYNAMIC HT  -         235.059 (meters)     771.19  (feet)  COMP
 GW0465  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 GW0465
 GW0465  VERT ORDER  -  SECOND    CLASS 0
 GW0465
 GW0465.The horizontal coordinates were scaled from a topographic map and have
 GW0465.an estimated accuracy of +/- 6 seconds.
 GW0465
 GW0465.The orthometric height was determined by differential leveling
 GW0465.and adjusted by the National Geodetic Survey in June 1991..
 GW0465
 GW0465.The geoid height was determined by GEOID03.
 GW0465
 GW0465.The dynamic height is computed by dividing the NAVD 88
 GW0465.geopotential number by the normal gravity value computed on the
 GW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0465.degrees latitude (g = 980.6199 gals.).
 GW0465
 GW0465.The modeled gravity was interpolated from observed gravity values.
 GW0465
 GW0465;                    North         East    Units  Estimated Accuracy
 GW0465;SPC VA S     - 1,109,900.    3,475,330.      MT  (+/- 180 meters Scaled)
 GW0465
 GW0465                          SUPERSEDED SURVEY CONTROL
 GW0465
 GW0465  NGVD 29 (??/??/92)  235.345  (m)          772.13   (f) ADJ UNCH    2 0
 GW0465
 GW0465.Superseded values are not recommended for survey control.
 GW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0465.See file dsdata.txt to determine how the superseded data were derived.
 GW0465
 GW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB968330(NAD 83)
 GW0465_MARKER: DB = BENCH MARK DISK
 GW0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0465_STAMPING: C 69 1935
 GW0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0465+STABILITY: SURFACE MOTION
 GW0465
 GW0465  HISTORY     - Date     Condition        Report By
 GW0465  HISTORY     - 1935     MONUMENTED       CGS
 GW0465  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0465
 GW0465                          STATION DESCRIPTION
 GW0465
 GW0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0465'1.1 MI NW FROM EVERGREEN.
 GW0465'1.1 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0465'THE STATION AT EVERGREEN, APPOMATTOX COUNTY, 30.3 FEET NORTH OF
 GW0465'MILEPOST 177, 42 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 GW0465'35.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 21.8 FEET SOUTHEAST
 GW0465'OF A GATEPOST, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 GW0465'STANDARD DISK, STAMPED C 69 1935 AND SET IN THE TOP OF A CONCRETE
 GW0465'POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0465
 GW0465                          STATION RECOVERY (2005)
 GW0465
 GW0465'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0465' 
 GW0465' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3331 ***********************************************************************
 HV3331  DESIGNATION -  C 7 USGS
 HV3331  PID         -  HV3331
 HV3331  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3331  USGS QUAD   -  MINE RUN (1981)
 HV3331
 HV3331                         *CURRENT SURVEY CONTROL
 HV3331  ___________________________________________________________________
 HV3331* NAD 83(1986)-  38 16 23.     (N)    077 45 23.     (W)     SCALED    
 HV3331* NAVD 88     -       123.745  (meters)     405.99   (feet)  ADJUSTED  
 HV3331  ___________________________________________________________________
 HV3331  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3331  DYNAMIC HT  -         123.666 (meters)     405.73  (feet)  COMP
 HV3331  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 HV3331
 HV3331  VERT ORDER  -  SECOND    CLASS 0
 HV3331
 HV3331.The horizontal coordinates were scaled from a topographic map and have
 HV3331.an estimated accuracy of +/- 6 seconds.
 HV3331
 HV3331.The orthometric height was determined by differential leveling
 HV3331.and adjusted by the National Geodetic Survey in June 1991..
 HV3331
 HV3331.The geoid height was determined by GEOID03.
 HV3331
 HV3331.The dynamic height is computed by dividing the NAVD 88
 HV3331.geopotential number by the normal gravity value computed on the
 HV3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3331.degrees latitude (g = 980.6199 gals.).
 HV3331
 HV3331.The modeled gravity was interpolated from observed gravity values.
 HV3331
 HV3331;                    North         East    Units  Estimated Accuracy
 HV3331;SPC VA N     - 2,067,570.    3,565,070.      MT  (+/- 180 meters Scaled)
 HV3331
 HV3331                          SUPERSEDED SURVEY CONTROL
 HV3331
 HV3331  NGVD 29 (??/??/??)  124.016  (m)          406.88   (f) ADJUSTED    2 0
 HV3331
 HV3331.Superseded values are not recommended for survey control.
 HV3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3331.See file dsdata.txt to determine how the superseded data were derived.
 HV3331
 HV3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH588397(NAD 83)
 HV3331_MARKER: DD = SURVEY DISK
 HV3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3331_STAMPING: C 7 1926
 HV3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3331+STABILITY: SURFACE MOTION
 HV3331
 HV3331  HISTORY     - Date     Condition        Report By
 HV3331  HISTORY     - 1926     MONUMENTED       USGS
 HV3331  HISTORY     - 1938     GOOD             CGS
 HV3331  HISTORY     - 1938     GOOD             CGS
 HV3331  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3331  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV3331
 HV3331                          STATION DESCRIPTION
 HV3331
 HV3331'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3331'17.4 MI W FROM FREDERICKSBURG.
 HV3331'ABOUT 17.4 MILES WEST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3331'FREDERICKSBURG, SPOTSYLVANIA COUNTY, 37 FEET SOUTH OF THE
 HV3331'STATION AT PARKER, 44 FEET SOUTH OF A POINT 73 FEET EAST OF
 HV3331'BENCH MARK P.T.S. NO. 11 (U.S.G.S.), DESCRIBED ABOVE, 10 FEET
 HV3331'EAST OF A POINT 64 FEET SOUTH OF A DIRT-ROAD CROSSING, AND 61
 HV3331'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 HV3331'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 7 1926 AND SET IN THE
 HV3331'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HV3331
 HV3331                          STATION RECOVERY (1938)
 HV3331
 HV3331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HV3331'RECOVERED IN GOOD CONDITION.
 HV3331
 HV3331                          STATION RECOVERY (1984)
 HV3331
 HV3331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3331'NOT RECOVERED, THE VIRGINIA CENTRAL RAILWAY NO LONGER EXISTS, THERE
 HV3331'HAS BEEN CONSTRUCTION OF A DRIVEWAY AND TREES REMOVED IN THIS AREA AND
 HV3331'MARK MAY HAVE BEEN DESTROYED.
 HV3331
 HV3331                          STATION RECOVERY (1998)
 HV3331
 HV3331'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1041 ***********************************************************************
 FX1041  DESIGNATION -  C 71
 FX1041  PID         -  FX1041
 FX1041  STATE/COUNTY-  VA/SUSSEX
 FX1041  USGS QUAD   -  STONY CREEK (1986)
 FX1041
 FX1041                         *CURRENT SURVEY CONTROL
 FX1041  ___________________________________________________________________
 FX1041* NAD 83(1986)-  36 53 46.     (N)    077 25 09.     (W)     SCALED    
 FX1041* NAVD 88     -        25.707  (meters)      84.34   (feet)  ADJUSTED  
 FX1041  ___________________________________________________________________
 FX1041  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FX1041  DYNAMIC HT  -          25.688 (meters)      84.28  (feet)  COMP
 FX1041  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 FX1041
 FX1041  VERT ORDER  -  SECOND    CLASS 0
 FX1041
 FX1041.The horizontal coordinates were scaled from a topographic map and have
 FX1041.an estimated accuracy of +/- 6 seconds.
 FX1041
 FX1041.The orthometric height was determined by differential leveling
 FX1041.and adjusted by the National Geodetic Survey in June 1991..
 FX1041
 FX1041.The geoid height was determined by GEOID03.
 FX1041
 FX1041.The dynamic height is computed by dividing the NAVD 88
 FX1041.geopotential number by the normal gravity value computed on the
 FX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1041.degrees latitude (g = 980.6199 gals.).
 FX1041
 FX1041.The modeled gravity was interpolated from observed gravity values.
 FX1041
 FX1041;                    North         East    Units  Estimated Accuracy
 FX1041;SPC VA S     - 1,063,010.    3,596,330.      MT  (+/- 180 meters Scaled)
 FX1041
 FX1041                          SUPERSEDED SURVEY CONTROL
 FX1041
 FX1041  NGVD 29 (??/??/92)   26.073  (m)           85.54   (f) ADJ UNCH    2 0
 FX1041
 FX1041.Superseded values are not recommended for survey control.
 FX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1041.See file dsdata.txt to determine how the superseded data were derived.
 FX1041
 FX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF844860(NAD 83)
 FX1041_MARKER: DB = BENCH MARK DISK
 FX1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1041_STAMPING: C 71 1935
 FX1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1041+STABILITY: SURFACE MOTION
 FX1041
 FX1041  HISTORY     - Date     Condition        Report By
 FX1041  HISTORY     - 1935     MONUMENTED       CGS
 FX1041  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1041  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1041  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1041
 FX1041                          STATION DESCRIPTION
 FX1041
 FX1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1041'3.7 MI S FROM STONY CREEK.
 FX1041'3.7 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 FX1041'STATION AT STONY CREEK, SUSSEX COUNTY, ABOUT 197 YARDS SOUTH OF
 FX1041'THE SOUTH END OF THE STATION AT HUSKE, OPPOSITE MILEPOST R 47,
 FX1041'34 FEET SOUTHWEST OF THE SOUTH END OF THE WEST SIDETRACK, 28 FEET
 FX1041'WEST RAIL OF THE WEST MAIN TRACK, AND 12 FEET WEST OF THE
 FX1041'WEST OF THE WEST RAIL OF A SIDETRACK.  A STANDARD DISK, STAMPED
 FX1041'C 71 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FX1041'5 INCHES ABOVE GROUND.  THE STATION AT HUSKE IS NO LONGER THERE.
 FX1041
 FX1041                          STATION RECOVERY (1997)
 FX1041
 FX1041'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1041'MARK NOT FOUND.
 FX1041
 FX1041                          STATION RECOVERY (2002)
 FX1041
 FX1041'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0630 ***********************************************************************
 FY0630  DESIGNATION -  C 72
 FY0630  PID         -  FY0630
 FY0630  STATE/COUNTY-  VA/HALIFAX
 FY0630  USGS QUAD   -  HALIFAX (1988)
 FY0630
 FY0630                         *CURRENT SURVEY CONTROL
 FY0630  ___________________________________________________________________
 FY0630* NAD 83(1986)-  36 51 41.     (N)    078 54 34.     (W)     SCALED    
 FY0630* NAVD 88     -       173.296  (meters)     568.56   (feet)  ADJUSTED  
 FY0630  ___________________________________________________________________
 FY0630  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY0630  DYNAMIC HT  -         173.165 (meters)     568.13  (feet)  COMP
 FY0630  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 FY0630
 FY0630  VERT ORDER  -  SECOND    CLASS 0
 FY0630
 FY0630.The horizontal coordinates were scaled from a topographic map and have
 FY0630.an estimated accuracy of +/- 6 seconds.
 FY0630
 FY0630.The orthometric height was determined by differential leveling
 FY0630.and adjusted by the National Geodetic Survey in June 1991..
 FY0630
 FY0630.The geoid height was determined by GEOID03.
 FY0630
 FY0630.The dynamic height is computed by dividing the NAVD 88
 FY0630.geopotential number by the normal gravity value computed on the
 FY0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0630.degrees latitude (g = 980.6199 gals.).
 FY0630
 FY0630.The modeled gravity was interpolated from observed gravity values.
 FY0630
 FY0630;                    North         East    Units  Estimated Accuracy
 FY0630;SPC VA S     - 1,058,680.    3,463,490.      MT  (+/- 180 meters Scaled)
 FY0630
 FY0630                          SUPERSEDED SURVEY CONTROL
 FY0630
 FY0630  NGVD 29 (??/??/92)  173.573  (m)          569.46   (f) ADJ UNCH    2 0
 FY0630
 FY0630.Superseded values are not recommended for survey control.
 FY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0630.See file dsdata.txt to determine how the superseded data were derived.
 FY0630
 FY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA863815(NAD 83)
 FY0630_MARKER: DB = BENCH MARK DISK
 FY0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0630_STAMPING: C 72 1935
 FY0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0630+STABILITY: SURFACE MOTION
 FY0630
 FY0630  HISTORY     - Date     Condition        Report By
 FY0630  HISTORY     - 1935     MONUMENTED       CGS
 FY0630
 FY0630                          STATION DESCRIPTION
 FY0630
 FY0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0630'AT CRYSTAL HILL.
 FY0630'AT CRYSTAL HILL, HALIFAX COUNTY, ABOUT 70 YARDS NORTH OF THE NORFOLK
 FY0630'AND WESTERN RAILWAY STATION, 56 FEET NORTH OF MILEPOST 48, 45 FEET
 FY0630'NORTHWEST OF A SWITCH STAND ON THE MAIN TRACK, AND 42.9 FEET
 FY0630'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 FY0630'STAMPED C 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0504 ***********************************************************************
 GX0504  DESIGNATION -  C 73
 GX0504  PID         -  GX0504
 GX0504  STATE/COUNTY-  VA/MONTGOMERY
 GX0504  USGS QUAD   -  RADFORD NORTH (1984)
 GX0504
 GX0504                         *CURRENT SURVEY CONTROL
 GX0504  ___________________________________________________________________
 GX0504* NAD 83(1986)-  37 09 45.     (N)    080 32 54.     (W)     SCALED    
 GX0504* NAVD 88     -       527.001  (meters)    1729.00   (feet)  ADJUSTED  
 GX0504  ___________________________________________________________________
 GX0504  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0504  DYNAMIC HT  -         526.532 (meters)    1727.46  (feet)  COMP
 GX0504  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 GX0504
 GX0504  VERT ORDER  -  SECOND    CLASS 0
 GX0504
 GX0504.The horizontal coordinates were scaled from a topographic map and have
 GX0504.an estimated accuracy of +/- 6 seconds.
 GX0504
 GX0504.The orthometric height was determined by differential leveling
 GX0504.and adjusted by the National Geodetic Survey in June 1991..
 GX0504
 GX0504.The geoid height was determined by GEOID03.
 GX0504
 GX0504.The dynamic height is computed by dividing the NAVD 88
 GX0504.geopotential number by the normal gravity value computed on the
 GX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0504.degrees latitude (g = 980.6199 gals.).
 GX0504
 GX0504.The modeled gravity was interpolated from observed gravity values.
 GX0504
 GX0504;                    North         East    Units  Estimated Accuracy
 GX0504;SPC VA S     - 1,093,990.    3,318,090.      MT  (+/- 180 meters Scaled)
 GX0504
 GX0504                          SUPERSEDED SURVEY CONTROL
 GX0504
 GX0504  NGVD 29 (??/??/92)  527.122  (m)         1729.40   (f) ADJ UNCH    2 0
 GX0504
 GX0504.Superseded values are not recommended for survey control.
 GX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0504.See file dsdata.txt to determine how the superseded data were derived.
 GX0504
 GX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB401129(NAD 83)
 GX0504_MARKER: DB = BENCH MARK DISK
 GX0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0504_SP_SET: UNDERPASS
 GX0504_STAMPING: C 73 1935
 GX0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0504
 GX0504  HISTORY     - Date     Condition        Report By
 GX0504  HISTORY     - 1935     MONUMENTED       CGS
 GX0504
 GX0504                          STATION DESCRIPTION
 GX0504
 GX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0504'2 MI E FROM COWAN.
 GX0504'C-73 IS LOCATED 2.0 MILES EAST OF THE NORFOLK AND WESTERN
 GX0504'R.R. STATION AT COWAN, 70 FEET EAST OF THE EAST BOUND SIGNAL
 GX0504'304.0, 215 YARDS EAST OF PEPPER FLAG STATION, 71 FEET WEST OF
 GX0504'THE WEST RAIL OF THE WEST MAIN TRACK, 3.5 FEET BELOW THE LEVEL
 GX0504'OF THE RAILROAD BED.  STANDARD TABLET SET IN TOP OF CONCRETE
 GX0504'SHOULDER OF WEST END OF EAST RETAINING WALL OF UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7331 ***********************************************************************
 DF7331  DESIGNATION -  C 73 RESET
 DF7331  PID         -  DF7331
 DF7331  STATE/COUNTY-  VA/ROANOKE
 DF7331  USGS QUAD   -  RADFORD NORTH (1984)
 DF7331
 DF7331                         *CURRENT SURVEY CONTROL
 DF7331  ___________________________________________________________________
 DF7331* NAD 83(1986)-  37 09 45.     (N)    080 32 54.     (W)     SCALED    
 DF7331* NAVD 88     -       528.13   (meters)    1732.7    (feet)  RESET     
 DF7331  ___________________________________________________________________
 DF7331  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DF7331
 DF7331  VERT ORDER  -  THIRD
 DF7331
 DF7331.The horizontal coordinates were scaled from a topographic map and have
 DF7331.an estimated accuracy of +/- 6 seconds.
 DF7331
 DF7331.The orthometric height was computed from unverified reset data.
 DF7331.No vertical observational check was made to the station.
 DF7331
 DF7331.The geoid height was determined by GEOID03.
 DF7331
 DF7331;                    North         East    Units  Estimated Accuracy
 DF7331;SPC VA S     - 1,093,990.    3,318,090.      MT  (+/- 180 meters Scaled)
 DF7331
 DF7331                          SUPERSEDED SURVEY CONTROL
 DF7331
 DF7331.No superseded survey control is available for this station.
 DF7331
 DF7331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB401129(NAD 83)
 DF7331_MARKER: DB = BENCH MARK DISK
 DF7331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7331_SP_SET: BRIDGE BACKWALL
 DF7331_STAMPING: C 73 RESET 1938
 DF7331_MARK LOGO: CGS   
 DF7331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7331
 DF7331  HISTORY     - Date     Condition        Report By
 DF7331  HISTORY     - 1938     MONUMENTED       CGS
 DF7331
 DF7331                          STATION DESCRIPTION
 DF7331
 DF7331'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DF7331'ON THE SOUTH END OF EAST BACKWALL OF NORFOLK AND WESTERN RAILING
 DF7331'COMPANY BRIDGE 804, 623 FEET (189.9 M) EASTWARDLY FROM PEPPER STATTION
 DF7331'SHELTON SHED AND 8 FEET (2.4 M) SOUTH OF THE SOUTH RAIL OF RAILWAYS
 DF7331'EASTBOUND TRACK,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0505 ***********************************************************************
 GX0505  DESIGNATION -  C 73 RESET 1942
 GX0505  PID         -  GX0505
 GX0505  STATE/COUNTY-  VA/MONTGOMERY
 GX0505  USGS QUAD   -  RADFORD NORTH (1984)
 GX0505
 GX0505                         *CURRENT SURVEY CONTROL
 GX0505  ___________________________________________________________________
 GX0505* NAD 83(1986)-  37 09 45.     (N)    080 32 54.     (W)     SCALED    
 GX0505* NAVD 88     -       528.45   (+/-2cm)    1733.8    (feet)  VERTCON   
 GX0505  ___________________________________________________________________
 GX0505  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0505
 GX0505  VERT ORDER  -  THIRD (See Below)
 GX0505
 GX0505.The horizontal coordinates were scaled from a topographic map and have
 GX0505.an estimated accuracy of +/- 6 seconds.
 GX0505
 GX0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0505.The vertical order pertains to the NGVD 29 superseded value.
 GX0505
 GX0505.The geoid height was determined by GEOID03.
 GX0505
 GX0505;                    North         East    Units  Estimated Accuracy
 GX0505;SPC VA S     - 1,093,990.    3,318,090.      MT  (+/- 180 meters Scaled)
 GX0505
 GX0505                          SUPERSEDED SURVEY CONTROL
 GX0505
 GX0505  NGVD 29 (??/??/??)  528.57   (m)         1734.2    (f) RESET       3  
 GX0505
 GX0505.Superseded values are not recommended for survey control.
 GX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0505.See file dsdata.txt to determine how the superseded data were derived.
 GX0505
 GX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB401129(NAD 83)
 GX0505_MARKER: DB = BENCH MARK DISK
 GX0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0505_SP_SET: PIER
 GX0505_STAMPING: C 73 RESET 1942
 GX0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0505
 GX0505  HISTORY     - Date     Condition        Report By
 GX0505  HISTORY     - 1942     MONUMENTED       NWRR
 GX0505
 GX0505                          STATION DESCRIPTION
 GX0505
 GX0505'DESCRIBED BY NORFOLK AND WESTERN RR 1942
 GX0505'2.4 MI E FROM COWAN.
 GX0505'IN MONTGOMERY COUNTY, 2.4 MILES EAST ALONG THE NORFOLK AND
 GX0505'WESTERN RAILWAY FROM THE STATION AT COWAN, PULASKI COUNTY,
 GX0505'550 FEET EAST OF THE SHELTER SHED AT PEPPER, 127 FEET EAST OF
 GX0505'MILEPOST 304, AT AN OVERHEAD HIGHWAY BRIDGE, IN THE SOUTH FACE
 GX0505'OF THE NORTH PIER, 10 FEET NORTH OF THE CENTERLINE OF THE
 GX0505'WESTBOUND TRACK, AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A
 GX0505'STANDARD DISK, STAMPED C 73 RESET 1942 AND SET VERTICALLY.  NOTE--
 GX0505'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 GX0505'BY ENGINEERS OF THE NORFOLK AND WESTERN RAILWAY IN DECEMBER
 GX0505'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0497 ***********************************************************************
 FY0497  DESIGNATION -  C 74
 FY0497  PID         -  FY0497
 FY0497  STATE/COUNTY-  VA/HALIFAX
 FY0497  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY0497
 FY0497                         *CURRENT SURVEY CONTROL
 FY0497  ___________________________________________________________________
 FY0497* NAD 83(1986)-  36 34 00.     (N)    078 56 25.     (W)     SCALED    
 FY0497* NAVD 88     -       122.887  (meters)     403.17   (feet)  ADJUSTED  
 FY0497  ___________________________________________________________________
 FY0497  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FY0497  DYNAMIC HT  -         122.791 (meters)     402.86  (feet)  COMP
 FY0497  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 FY0497
 FY0497  VERT ORDER  -  SECOND    CLASS 0
 FY0497
 FY0497.The horizontal coordinates were scaled from a topographic map and have
 FY0497.an estimated accuracy of +/- 6 seconds.
 FY0497
 FY0497.The orthometric height was determined by differential leveling
 FY0497.and adjusted by the National Geodetic Survey in June 1991..
 FY0497.WARNING-Repeat measurements at this control monument indicate possible
 FY0497.vertical movement.
 FY0497
 FY0497.The geoid height was determined by GEOID03.
 FY0497
 FY0497.The dynamic height is computed by dividing the NAVD 88
 FY0497.geopotential number by the normal gravity value computed on the
 FY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0497.degrees latitude (g = 980.6199 gals.).
 FY0497
 FY0497.The modeled gravity was interpolated from observed gravity values.
 FY0497
 FY0497;                    North         East    Units  Estimated Accuracy
 FY0497;SPC VA S     - 1,025,990.    3,460,590.      MT  (+/- 180 meters Scaled)
 FY0497
 FY0497                          SUPERSEDED SURVEY CONTROL
 FY0497
 FY0497  NGVD 29 (??/??/92)  123.209  (m)          404.23   (f) ADJ UNCH    2 0
 FY0497
 FY0497.Superseded values are not recommended for survey control.
 FY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0497.See file dsdata.txt to determine how the superseded data were derived.
 FY0497
 FY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA843487(NAD 83)
 FY0497_MARKER: DB = BENCH MARK DISK
 FY0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0497_STAMPING: C 74 1935
 FY0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0497+STABILITY: SURFACE MOTION
 FY0497
 FY0497  HISTORY     - Date     Condition        Report By
 FY0497  HISTORY     - 1935     MONUMENTED       CGS
 FY0497  HISTORY     - 1935     GOOD             NGS
 FY0497
 FY0497                          STATION DESCRIPTION
 FY0497
 FY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0497'AT DENNISTON.
 FY0497'AT DENNISTON, HALIFAX COUNTY, ABOUT 0.35 MILE SOUTH OF THE
 FY0497'NORFOLK AND WESTERN RAILWAY STATION, 52.5 FEET SOUTHWEST OF
 FY0497'THE CENTER LINE OF AN 18-INCH TERRA COTTA CULVERT WITH CONCRETE
 FY0497'HEAD WALLS, AT A ROAD CROSSING, 27 FEET NORTHEAST OF THE CENTER
 FY0497'LINE OF THE ROAD, AND 18 FEET NORTHWEST OF THE TRACK.  A
 FY0497'STANDARD DISK, STAMPED C 74 1935 AND SET IN THE TOP OF A CONCRETE
 FY0497'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 FY0497
 FY0497                          STATION RECOVERY (1935)
 FY0497
 FY0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0188 ***********************************************************************
 GX0188  DESIGNATION -  C 75
 GX0188  PID         -  GX0188
 GX0188  STATE/COUNTY-  VA/ROANOKE
 GX0188  USGS QUAD   -  LOONEY (1963)
 GX0188
 GX0188                         *CURRENT SURVEY CONTROL
 GX0188  ___________________________________________________________________
 GX0188* NAD 83(1986)-  37 22 41.     (N)    080 08 06.     (W)     SCALED    
 GX0188* NAVD 88     -       587.310  (meters)    1926.87   (feet)  ADJUSTED  
 GX0188  ___________________________________________________________________
 GX0188  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX0188  DYNAMIC HT  -         586.804 (meters)    1925.21  (feet)  COMP
 GX0188  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 GX0188
 GX0188  VERT ORDER  -  SECOND    CLASS 0
 GX0188
 GX0188.The horizontal coordinates were scaled from a topographic map and have
 GX0188.an estimated accuracy of +/- 6 seconds.
 GX0188
 GX0188.The orthometric height was determined by differential leveling
 GX0188.and adjusted by the National Geodetic Survey in June 1991..
 GX0188
 GX0188.The geoid height was determined by GEOID03.
 GX0188
 GX0188.The dynamic height is computed by dividing the NAVD 88
 GX0188.geopotential number by the normal gravity value computed on the
 GX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0188.degrees latitude (g = 980.6199 gals.).
 GX0188
 GX0188.The modeled gravity was interpolated from observed gravity values.
 GX0188
 GX0188;                    North         East    Units  Estimated Accuracy
 GX0188;SPC VA S     - 1,117,190.    3,355,210.      MT  (+/- 180 meters Scaled)
 GX0188
 GX0188                          SUPERSEDED SURVEY CONTROL
 GX0188
 GX0188  NGVD 29 (??/??/92)  587.464  (m)         1927.37   (f) ADJ UNCH    2 0
 GX0188
 GX0188.Superseded values are not recommended for survey control.
 GX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0188.See file dsdata.txt to determine how the superseded data were derived.
 GX0188
 GX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB765371(NAD 83)
 GX0188_MARKER: DB = BENCH MARK DISK
 GX0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0188_STAMPING: C 75 1935
 GX0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0188+STABILITY: SURFACE MOTION
 GX0188
 GX0188  HISTORY     - Date     Condition        Report By
 GX0188  HISTORY     - 1935     MONUMENTED       CGS
 GX0188  HISTORY     - 1963     GOOD             NGS
 GX0188
 GX0188                          STATION DESCRIPTION
 GX0188
 GX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0188'11 MI SE FROM NEW CASTLE.
 GX0188'IN ROANOKE COUNTY, 11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 311
 GX0188'FROM THE COUNTY COURTHOUSE AT NEW CASTLE, CRAIG COUNTY, 0.9 MILE
 GX0188'NORTHWEST OF THE WEST JUNCTION OF STATE HIGHWAY 114, 1.7 MILES
 GX0188'WEST OF CATAWBA SCHOOL, 55 YARDS EAST OF THE TOP OF A HILL, 27
 GX0188'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.9 FEET NORTH OF
 GX0188'A POLE.  A STANDARD DISK, STAMPED C 75 1935 AND SET IN THE TOP
 GX0188'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- A
 GX0188'STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF MARK.
 GX0188
 GX0188                          STATION RECOVERY (1963)
 GX0188
 GX0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3154 ***********************************************************************
 GX3154  DESIGNATION -  C 75 RESET 1976
 GX3154  PID         -  GX3154
 GX3154  STATE/COUNTY-  VA/ROANOKE
 GX3154  USGS QUAD   -  LOONEY (1963)
 GX3154
 GX3154                         *CURRENT SURVEY CONTROL
 GX3154  ___________________________________________________________________
 GX3154* NAD 83(1986)-  37 22 41.     (N)    080 08 06.     (W)     SCALED    
 GX3154* NAVD 88     -       585.58   (meters)    1921.2    (feet)  RESET     
 GX3154  ___________________________________________________________________
 GX3154  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GX3154
 GX3154  VERT ORDER  -  THIRD
 GX3154
 GX3154.The horizontal coordinates were scaled from a topographic map and have
 GX3154.an estimated accuracy of +/- 6 seconds.
 GX3154
 GX3154.The orthometric height was computed from unverified reset data.
 GX3154.No vertical observational check was made to the station.
 GX3154
 GX3154.The geoid height was determined by GEOID03.
 GX3154
 GX3154;                    North         East    Units  Estimated Accuracy
 GX3154;SPC VA S     - 1,117,190.    3,355,210.      MT  (+/- 180 meters Scaled)
 GX3154
 GX3154                          SUPERSEDED SURVEY CONTROL
 GX3154
 GX3154  NGVD 29 (03/21/06)  585.73   (m)         1921.7    (f) RESET       3  
 GX3154
 GX3154.Superseded values are not recommended for survey control.
 GX3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3154.See file dsdata.txt to determine how the superseded data were derived.
 GX3154
 GX3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB765371(NAD 83)
 GX3154_MARKER: DB = BENCH MARK DISK
 GX3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX3154_STAMPING: C 75 RESET 1976
 GX3154_PROJECTION: PROJECTING 8 CENTIMETERS
 GX3154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX3154+STABILITY: SURFACE MOTION
 GX3154
 GX3154  HISTORY     - Date     Condition        Report By
 GX3154  HISTORY     - 1976     MONUMENTED       VADHT
 GX3154
 GX3154                          STATION DESCRIPTION
 GX3154
 GX3154'DESCRIBED BY VA DEPT HWYS-TRANSP 1976
 GX3154'11.0 MI SE FROM NEW CASTLE.
 GX3154'11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 311 FROM THE COURTHOUSE IN
 GX3154'NEW CASTLE, 1.5 MILES WEST OF CATAWBA POST OFFICE, SOUTHWEST CORNER
 GX3154'AT AND 3.0 FEET ALONG SIDE OF THE GOSPEL BAPTIST CHURCH, 60 FEET
 GX3154'NORTHWEST OF STATION MARKER 571+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1479 ***********************************************************************
 GW1479  DESIGNATION -  C 78
 GW1479  PID         -  GW1479
 GW1479  STATE/COUNTY-  VA/BEDFORD
 GW1479  USGS QUAD   -  MONETA (1982)
 GW1479
 GW1479                         *CURRENT SURVEY CONTROL
 GW1479  ___________________________________________________________________
 GW1479* NAD 83(1986)-  37 11 27.     (N)    079 34 26.     (W)     SCALED    
 GW1479* NAVD 88     -       236.999  (meters)     777.55   (feet)  ADJUSTED  
 GW1479  ___________________________________________________________________
 GW1479  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GW1479  DYNAMIC HT  -         236.813 (meters)     776.94  (feet)  COMP
 GW1479  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 GW1479
 GW1479  VERT ORDER  -  SECOND    CLASS 0
 GW1479
 GW1479.The horizontal coordinates were scaled from a topographic map and have
 GW1479.an estimated accuracy of +/- 6 seconds.
 GW1479
 GW1479.The orthometric height was determined by differential leveling
 GW1479.and adjusted by the National Geodetic Survey in June 1991..
 GW1479
 GW1479.The geoid height was determined by GEOID03.
 GW1479
 GW1479.The dynamic height is computed by dividing the NAVD 88
 GW1479.geopotential number by the normal gravity value computed on the
 GW1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1479.degrees latitude (g = 980.6199 gals.).
 GW1479
 GW1479.The modeled gravity was interpolated from observed gravity values.
 GW1479
 GW1479;                    North         East    Units  Estimated Accuracy
 GW1479;SPC VA S     - 1,095,700.    3,404,660.      MT  (+/- 180 meters Scaled)
 GW1479
 GW1479                          SUPERSEDED SURVEY CONTROL
 GW1479
 GW1479  NGVD 29 (??/??/92)  237.237  (m)          778.34   (f) ADJ UNCH    2 0
 GW1479
 GW1479.Superseded values are not recommended for survey control.
 GW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1479.See file dsdata.txt to determine how the superseded data were derived.
 GW1479
 GW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB265169(NAD 83)
 GW1479_MARKER: DD = SURVEY DISK
 GW1479_SETTING: 0 = UNSPECIFIED SETTING
 GW1479_STAMPING: C 78 1935
 GW1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1479
 GW1479  HISTORY     - Date     Condition        Report By
 GW1479  HISTORY     - 1935     MONUMENTED       CGS
 GW1479  HISTORY     - 1966     MARK NOT FOUND   USGS
 GW1479
 GW1479                          STATION DESCRIPTION
 GW1479
 GW1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1479'1.1 MI NW FROM STONE MOUNTAIN.
 GW1479'ABOUT 1.1 MILES NORTHWEST ALONG THE VIRGINIAN RAILWAY FROM THE
 GW1479'STATION AT STONE MOUNTAIN, BEDFORD COUNTY, ABOUT 2.6 MILES
 GW1479'SOUTHEAST OF THE STATION AT MONETA, 7 POLES EAST OF MILEPOST 219,
 GW1479'ABOUT 100 FEET WEST OF THE NORTHWEST END OF A RAILROAD CUT, 60
 GW1479'FEET NORTHWEST OF THE CROSSING OF THE CENTER LINE OF A TRAIL,
 GW1479'16.2 FEET NORTH OF THE NORTH RAIL, 20 FEET SOUTHWEST OF THE
 GW1479'CENTER OF A SMALL DRAIN DITCH, AND ON THE OUTSIDE OF A RAILROAD
 GW1479'CUT.  A STANDARD DISK, STAMPED C 78 1935.  NOTE-- 1948 REPORT-
 GW1479'SINCE THIS BENCH MARK WAS SET THE FILL AT THIS POINT HAS BEEN
 GW1479'RAISED AND WIDENED ABOUT 18 IN ABOVE THE BENCH MARK.  THIS BENCH
 GW1479'MARK IS 8 FT SOUTH OF POLE.
 GW1479
 GW1479                          STATION RECOVERY (1966)
 GW1479
 GW1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GW1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3332 ***********************************************************************
 HV3332  DESIGNATION -  C 8 USGS
 HV3332  PID         -  HV3332
 HV3332  STATE/COUNTY-  VA/ORANGE
 HV3332  USGS QUAD   -  MINE RUN (1981)
 HV3332
 HV3332                         *CURRENT SURVEY CONTROL
 HV3332  ___________________________________________________________________
 HV3332* NAD 83(1986)-  38 15 44.     (N)    077 48 18.     (W)     SCALED    
 HV3332* NAVD 88     -       142.062  (meters)     466.08   (feet)  ADJUSTED  
 HV3332  ___________________________________________________________________
 HV3332  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV3332  DYNAMIC HT  -         141.971 (meters)     465.78  (feet)  COMP
 HV3332  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 HV3332
 HV3332  VERT ORDER  -  SECOND    CLASS 0
 HV3332
 HV3332.The horizontal coordinates were scaled from a topographic map and have
 HV3332.an estimated accuracy of +/- 6 seconds.
 HV3332
 HV3332.The orthometric height was determined by differential leveling
 HV3332.and adjusted by the National Geodetic Survey in June 1991..
 HV3332
 HV3332.The geoid height was determined by GEOID03.
 HV3332
 HV3332.The dynamic height is computed by dividing the NAVD 88
 HV3332.geopotential number by the normal gravity value computed on the
 HV3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3332.degrees latitude (g = 980.6199 gals.).
 HV3332
 HV3332.The modeled gravity was interpolated from observed gravity values.
 HV3332
 HV3332;                    North         East    Units  Estimated Accuracy
 HV3332;SPC VA N     - 2,066,340.    3,560,820.      MT  (+/- 180 meters Scaled)
 HV3332
 HV3332                          SUPERSEDED SURVEY CONTROL
 HV3332
 HV3332  NGVD 29 (??/??/??)  142.327  (m)          466.95   (f) ADJUSTED    2 0
 HV3332
 HV3332.Superseded values are not recommended for survey control.
 HV3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3332.See file dsdata.txt to determine how the superseded data were derived.
 HV3332
 HV3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH545386(NAD 83)
 HV3332_MARKER: DD = SURVEY DISK
 HV3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3332_STAMPING: C 8 1926
 HV3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3332+STABILITY: SURFACE MOTION
 HV3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3332+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV3332
 HV3332  HISTORY     - Date     Condition        Report By
 HV3332  HISTORY     - 1926     MONUMENTED       USGS
 HV3332  HISTORY     - 1938     GOOD             CGS
 HV3332  HISTORY     - 1938     GOOD             CGS
 HV3332  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3332  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3332  HISTORY     - 20030314 GOOD             USPSQD
 HV3332  HISTORY     - 20060112 GOOD             USPSQD
 HV3332
 HV3332                          STATION DESCRIPTION
 HV3332
 HV3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3332'20.2 MI W FROM FREDERICKSBURG.
 HV3332'IN ORANGE COUNTY, ABOUT 20.2 MILES WEST ALONG THE VIRGINIA
 HV3332'CENTRAL RAILWAY FROM FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT
 HV3332'NEW HOPE, ABOUT 500 FEET WEST OF MILEPOST 20, ABOUT 196 FEET
 HV3332'WEST OF A POINT 32 FEET NORTH OF THE CENTER OF A DIRT-ROAD
 HV3332'CROSSING, AND 2 FEET SOUTH OF A FENCE.  A UNITED STATES GEOLOGICAL
 HV3332'SURVEY STANDARD DISK, STAMPED C 8 1926 AND SET IN THE TOP OF A
 HV3332'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 HV3332
 HV3332                          STATION RECOVERY (1938)
 HV3332
 HV3332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HV3332'RECOVERED IN GOOD CONDITION.
 HV3332
 HV3332                          STATION RECOVERY (1984)
 HV3332
 HV3332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3332'NOT RECOVERED, THE VIRGINIA CENTRAL RAILWAY NO LONGER EXISTS AND NO
 HV3332'EVIDENCE OF THE MARK WAS FOUND.
 HV3332
 HV3332                          STATION RECOVERY (1998)
 HV3332
 HV3332'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3332'MARK NOT FOUND.
 HV3332
 HV3332                          STATION RECOVERY (2003)
 HV3332
 HV3332'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3332'MARK IS APPROX 196 FT WEST OF THE END OF COUNTY ROAD 604 ALONG THE OLD
 HV3332'VIRGINIA CENTRAL RAILROAD BED AND ABOUT 30 FT NORTH OF THE OLD
 HV3332'RAILROAD LOCATION
 HV3332
 HV3332                          STATION RECOVERY (2006)
 HV3332
 HV3332'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV3332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0321 ***********************************************************************
 FW0321  DESIGNATION -  C 85
 FW0321  PID         -  FW0321
 FW0321  STATE/COUNTY-  VA/ACCOMACK
 FW0321  USGS QUAD   -  HALLWOOD (1992)
 FW0321
 FW0321                         *CURRENT SURVEY CONTROL
 FW0321  ___________________________________________________________________
 FW0321* NAD 83(1986)-  37 55 32.     (N)    075 33 32.     (W)     SCALED    
 FW0321* NAVD 88     -         6.054  (meters)      19.86   (feet)  ADJUSTED  
 FW0321  ___________________________________________________________________
 FW0321  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FW0321  DYNAMIC HT  -           6.050 (meters)      19.85  (feet)  COMP
 FW0321  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 FW0321
 FW0321  VERT ORDER  -  FIRST     CLASS II
 FW0321
 FW0321.The horizontal coordinates were scaled from a topographic map and have
 FW0321.an estimated accuracy of +/- 6 seconds.
 FW0321
 FW0321.The orthometric height was determined by differential leveling
 FW0321.and adjusted by the National Geodetic Survey in June 1991..
 FW0321
 FW0321.The geoid height was determined by GEOID03.
 FW0321
 FW0321.The dynamic height is computed by dividing the NAVD 88
 FW0321.geopotential number by the normal gravity value computed on the
 FW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0321.degrees latitude (g = 980.6199 gals.).
 FW0321
 FW0321.The modeled gravity was interpolated from observed gravity values.
 FW0321
 FW0321;                    North         East    Units  Estimated Accuracy
 FW0321;SPC VA S     - 1,180,730.    3,758,540.      MT  (+/- 180 meters Scaled)
 FW0321
 FW0321                          SUPERSEDED SURVEY CONTROL
 FW0321
 FW0321  NGVD 29 (??/??/??)    6.305  (m)           20.69   (f) ADJUSTED    1 2
 FW0321
 FW0321.Superseded values are not recommended for survey control.
 FW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0321.See file dsdata.txt to determine how the superseded data were derived.
 FW0321
 FW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG508977(NAD 83)
 FW0321_MARKER: DB = BENCH MARK DISK
 FW0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0321_STAMPING: C 85 1935
 FW0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0321+STABILITY: SURFACE MOTION
 FW0321
 FW0321  HISTORY     - Date     Condition        Report By
 FW0321  HISTORY     - 1935     MONUMENTED       CGS
 FW0321  HISTORY     - 1942     GOOD             CGS
 FW0321  HISTORY     - 1972     MARK NOT FOUND   NGS
 FW0321
 FW0321                          STATION DESCRIPTION
 FW0321
 FW0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FW0321'IN HORSEY.
 FW0321'THE MARK IS LOCATED IN HORSEY AT OAK HALL RAILROAD STATION, 145
 FW0321'FEET SOUTH OF THE RAILROAD STATION, 135.5 FEET EAST OF THE
 FW0321'1-STORY CONCRETE BLOCK, W.T. BLOXOM POULTRY SUPPLIES BUILDING,
 FW0321'45 FEET SOUTHEAST OF A MACADAM ROAD CROSSING, 32 FEET EAST OF THE
 FW0321'CENTERLINE OF THE NORTH BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN
 FW0321'THE TRACK.  THE MARK IS A STANDARD DISK GEODETIC BENCH MARK,
 FW0321'STAMPED C 85 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 FW0321'MONUMENT, WHICH EXTENDS ABOUT 2 INCHES ABOVE THE GROUND.  THE
 FW0321'MARK IS IN GOOD CONDITION.  ELEVATION-- 6.422 METERS OR 21.070
 FW0321'FEET.
 FW0321
 FW0321                          STATION RECOVERY (1972)
 FW0321
 FW0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1166 ***********************************************************************
 GV1166  DESIGNATION -  C 88
 GV1166  PID         -  GV1166
 GV1166  STATE/COUNTY-  VA/ESSEX
 GV1166  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1166
 GV1166                         *CURRENT SURVEY CONTROL
 GV1166  ___________________________________________________________________
 GV1166* NAD 83(1986)-  37 50 08.     (N)    076 55 53.     (W)     SCALED    
 GV1166* NAVD 88     -        46.965  (meters)     154.08   (feet)  ADJUSTED  
 GV1166  ___________________________________________________________________
 GV1166  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1166  DYNAMIC HT  -          46.935 (meters)     153.99  (feet)  COMP
 GV1166  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 GV1166
 GV1166  VERT ORDER  -  SECOND    CLASS 0
 GV1166
 GV1166.The horizontal coordinates were scaled from a topographic map and have
 GV1166.an estimated accuracy of +/- 6 seconds.
 GV1166
 GV1166.The orthometric height was determined by differential leveling
 GV1166.and adjusted by the National Geodetic Survey in June 1991..
 GV1166
 GV1166.The geoid height was determined by GEOID03.
 GV1166
 GV1166.The dynamic height is computed by dividing the NAVD 88
 GV1166.geopotential number by the normal gravity value computed on the
 GV1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1166.degrees latitude (g = 980.6199 gals.).
 GV1166
 GV1166.The modeled gravity was interpolated from observed gravity values.
 GV1166
 GV1166;                    North         East    Units  Estimated Accuracy
 GV1166;SPC VA S     - 1,167,860.    3,638,070.      MT  (+/- 180 meters Scaled)
 GV1166
 GV1166                          SUPERSEDED SURVEY CONTROL
 GV1166
 GV1166  NGVD 29 (??/??/??)   47.304  (m)          155.20   (f) ADJUSTED    2 0
 GV1166
 GV1166.Superseded values are not recommended for survey control.
 GV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1166.See file dsdata.txt to determine how the superseded data were derived.
 GV1166
 GV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG300893(NAD 83)
 GV1166_MARKER: DB = BENCH MARK DISK
 GV1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1166_STAMPING: C 88 1935
 GV1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1166+STABILITY: SURFACE MOTION
 GV1166
 GV1166  HISTORY     - Date     Condition        Report By
 GV1166  HISTORY     - 1935     MONUMENTED       CGS
 GV1166  HISTORY     - 1961     GOOD             CGS
 GV1166  HISTORY     - 19950319 GOOD             USPSQD
 GV1166  HISTORY     - 19990306 GOOD             USPSQD
 GV1166  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV1166
 GV1166                          STATION DESCRIPTION
 GV1166
 GV1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1166'0.9 MI NE FROM MILLERS TAVERN.
 GV1166'IN ESSEX COUNTY, 8.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM
 GV1166'THE SOUTHSIDE BANK AT TAPPAHANNOCK, ESSEX COUNTY, 0.9 MILE
 GV1166'NORTHEAST OF THE POST OFFICE AT MILLERS TAVERN, KING AND QUEEN
 GV1166'COUNTY, 0.3 MILE SOUTHWEST OF TRINITY CHURCH, AT THE NORTHEAST
 GV1166'END OF A SMALL CUT, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GV1166'HIGHWAY, IN THE EDGE OF A CULTIVATED FIELD, 73 FEET NORTHEAST OF
 GV1166'POWER-LINE POLE 2682, AND 1 FOOT NORTHWEST OF A WHITE WOODEN
 GV1166'WITNESS POST.  A STANDARD DISK, STAMPED C 88 1935 AND SET IN
 GV1166'THE TOP OF A CONCRETE POST.
 GV1166'NOTE--THE POST OFFICE AT MILLERS TAVERN IS GONE; THE MARK IS
 GV1166'1 FT SW OF A CGS WITNESS SIGN.
 GV1166
 GV1166                          STATION RECOVERY (1995)
 GV1166
 GV1166'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1166'RECOVERED IN GOOD CONDITION.
 GV1166
 GV1166                          STATION RECOVERY (1999)
 GV1166
 GV1166'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1166'RECOVERED IN GOOD CONDITION.
 GV1166
 GV1166                          STATION RECOVERY (2004)
 GV1166
 GV1166'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1167 ***********************************************************************
 GV1167  CBN         -  This is a Cooperative Base Network Control Station.
 GV1167  DESIGNATION -  C 88 RESET
 GV1167  PID         -  GV1167
 GV1167  STATE/COUNTY-  VA/ESSEX
 GV1167  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1167
 GV1167                         *CURRENT SURVEY CONTROL
 GV1167  ___________________________________________________________________
 GV1167* NAD 83(1993)-  37 50 07.69206(N)    076 55 53.35540(W)     ADJUSTED  
 GV1167* NAVD 88     -        46.72   (meters)     153.3    (feet)  RESET     
 GV1167  ___________________________________________________________________
 GV1167  X           -   1,140,452.774 (meters)                     COMP
 GV1167  Y           -  -4,913,033.211 (meters)                     COMP
 GV1167  Z           -   3,891,045.197 (meters)                     COMP
 GV1167  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 GV1167  ELLIP HEIGHT-          13.04  (meters)          (07/14/04) GPS OBS
 GV1167  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1167
 GV1167  HORZ ORDER  -  B
 GV1167  VERT ORDER  -  THIRD
 GV1167  ELLP ORDER  -  THIRD     CLASS II
 GV1167
 GV1167.The horizontal coordinates were established by GPS observations
 GV1167.and adjusted by the National Geodetic Survey in April 1994..
 GV1167
 GV1167.The orthometric height was computed from unverified reset data.
 GV1167.No vertical observational check was made to the station.
 GV1167
 GV1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV1167
 GV1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1167
 GV1167.The ellipsoidal height was determined by GPS observations
 GV1167.and is referenced to NAD 83.
 GV1167
 GV1167.The geoid height was determined by GEOID03.
 GV1167
 GV1167;                    North         East     Units Scale Factor Converg.
 GV1167;SPC VA S     - 1,167,850.644 3,638,064.233   MT  0.99997869   +0 57 07.1
 GV1167;SPC VA S     - 3,831,523.32 11,935,882.40   sFT  0.99997869   +0 57 07.1
 GV1167;UTM  18      - 4,189,317.992   330,034.332   MT  0.99995582   -1 11 06.2
 GV1167
 GV1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1167!SPC VA S     -   0.99999795  x   0.99997869  =   0.99997664
 GV1167!UTM  18      -   0.99999795  x   0.99995582  =   0.99995377
 GV1167
 GV1167                          SUPERSEDED SURVEY CONTROL
 GV1167
 GV1167  ELLIP H (08/14/01)   13.06   (m)                       GP(       ) 4 1
 GV1167  NAVD 88 (04/04/94)   46.78   (m)          153.5    (f) LEVELING    3  
 GV1167  NGVD 29 (??/??/??)   47.06   (m)          154.4    (f) RESET       3  
 GV1167
 GV1167.Superseded values are not recommended for survey control.
 GV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1167.See file dsdata.txt to determine how the superseded data were derived.
 GV1167
 GV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3003489318(NAD 83)
 GV1167_MARKER: DB = BENCH MARK DISK
 GV1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1167_SP_SET: CONCRETE POST
 GV1167_STAMPING: C 88 RESET 1969
 GV1167_MARK LOGO: CGS   
 GV1167_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1167+STABILITY: SURFACE MOTION
 GV1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1167+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV1167
 GV1167  HISTORY     - Date     Condition        Report By
 GV1167  HISTORY     - 1969     MONUMENTED       VADH
 GV1167  HISTORY     - 1987     GOOD             USPSQD
 GV1167  HISTORY     - 19930622 GOOD             NGS
 GV1167  HISTORY     - 19990306 GOOD             USPSQD
 GV1167  HISTORY     - 20000307 GOOD             GEOMET
 GV1167  HISTORY     - 20020329 GOOD             GEOMET
 GV1167  HISTORY     - 20040313 GOOD             USPSQD
 GV1167
 GV1167                          STATION DESCRIPTION
 GV1167
 GV1167'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969
 GV1167'8.2 MI SW FROM TAPPAHANNOCK.
 GV1167'ABOUT 8.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE
 GV1167'BANK AT TAPPAHANNOCK, 0.9 MILE EAST OF THE POST OFFICE AT MILLERS
 GV1167'TAVERN, 0.3 MILE SOUTHWEST OF TRINITY CHURCH, AT THE NORTHEAST
 GV1167'END OF A SMALL CUT, 50 FEET SOUTHEAST OF HIGHWAY CENTER LINE
 GV1167'STATION 1005 + 07 OF THE EAST BOUND TRAFFIC LANE, IN THE EDGE OF
 GV1167'A CULTIVATED FIELD, 236 FEET WEST OF POWER POLE NO PB 69, 75
 GV1167'FEET EAST OF POWER POLE NO PB 34, 50 FEET NORTH OF THE EDGE OF
 GV1167'THE WOODS, SET IN THE TOP OF A CONCRETE POST AND PROJECTING 4
 GV1167'INCHES ABOVE THE GROUND AND MARKED WITH A METAL WITNESS POST.
 GV1167
 GV1167                          STATION RECOVERY (1987)
 GV1167
 GV1167'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV1167'RECOVERED IN GOOD CONDITION.
 GV1167
 GV1167                          STATION RECOVERY (1993)
 GV1167
 GV1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GV1167'THE STATION IS LOCATED 20.0 KM (12.40 MI) SOUTHEAST OF NEWTOWN, 13.0
 GV1167'KM (8.05 MI) SOUTHWEST OF TAPPAHANNOCK, 1.3 KM (0.80 MI)
 GV1167'EAST-NORTHEAST OF MILLERS TAVERN AND IN THE FRONT YARD OF A BRICK
 GV1167'HOUSE.  OWNERSHIP--VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION
 GV1167'RIGHT-OF-WAY.
 GV1167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360 WEST AND
 GV1167'U.S. HIGHWAY 17 SOUTH, WHICH IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH
 GV1167'OF TAPPAHANNOCK, GO SOUTHWEST ON U.S. HIGHWAY 360 FOR 8.45 KM
 GV1167'(5.25 MI) TO THE TRINITY UNITED METHODIST CHURCH ON RIGHT, CONTINUE
 GV1167'AHEAD SOUTHWESTERLY ON U.S. HIGHWAY 360 FOR 0.48 KM (0.30 MI) TO THE
 GV1167'STATION ON THE LEFT.
 GV1167'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 21.2 M (69.6 FT) WEST
 GV1167'FROM A FOUR FORKED TREE, 15.1 M (49.5 FT) SOUTHEAST OF THE CENTERLINE
 GV1167'OF U.S. HIGHWAY 360 EAST BOUND, 9.05 M (29.69 FT) NORTHEAST FROM THE
 GV1167'APPROXIMATE CENTER OF DRIVEWAY, 8.6 M (28.2 FT) EAST FROM THE
 GV1167'NORTHEAST END OF A ROUND CONCRETE CULVERT UNDER DRIVEWAY, 6.7 M
 GV1167'(22.0 FT) SOUTHEAST FROM A GAURDRAIL AND 0.3 M (1.0 FT) NORTHWEST
 GV1167'FROM A METAL WITNESS POST.
 GV1167
 GV1167                          STATION RECOVERY (1999)
 GV1167
 GV1167'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1167'RECOVERED IN GOOD CONDITION.
 GV1167
 GV1167                          STATION RECOVERY (2000)
 GV1167
 GV1167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (MS)
 GV1167'RECOVERED AS DESCRIBED.
 GV1167
 GV1167                          STATION RECOVERY (2002)
 GV1167
 GV1167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (MAJ)
 GV1167'RECOVERED IN GOOD CONDITION.
 GV1167
 GV1167                          STATION RECOVERY (2004)
 GV1167
 GV1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3333 ***********************************************************************
 HV3333  DESIGNATION -  C 9 USGS
 HV3333  PID         -  HV3333
 HV3333  STATE/COUNTY-  VA/ORANGE
 HV3333  USGS QUAD   -  MINE RUN (1981)
 HV3333
 HV3333                         *CURRENT SURVEY CONTROL
 HV3333  ___________________________________________________________________
 HV3333* NAD 83(1986)-  38 15 20.     (N)    077 50 14.     (W)     SCALED    
 HV3333* NAVD 88     -       143.155  (meters)     469.67   (feet)  ADJUSTED  
 HV3333  ___________________________________________________________________
 HV3333  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV3333  DYNAMIC HT  -         143.063 (meters)     469.37  (feet)  COMP
 HV3333  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 HV3333
 HV3333  VERT ORDER  -  SECOND    CLASS 0
 HV3333
 HV3333.The horizontal coordinates were scaled from a topographic map and have
 HV3333.an estimated accuracy of +/- 6 seconds.
 HV3333
 HV3333.The orthometric height was determined by differential leveling
 HV3333.and adjusted by the National Geodetic Survey in June 1991..
 HV3333
 HV3333.Photographs are available for this station.
 HV3333
 HV3333.The geoid height was determined by GEOID03.
 HV3333
 HV3333.The dynamic height is computed by dividing the NAVD 88
 HV3333.geopotential number by the normal gravity value computed on the
 HV3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3333.degrees latitude (g = 980.6199 gals.).
 HV3333
 HV3333.The modeled gravity was interpolated from observed gravity values.
 HV3333
 HV3333;                    North         East    Units  Estimated Accuracy
 HV3333;SPC VA N     - 2,065,580.    3,558,010.      MT  (+/- 180 meters Scaled)
 HV3333
 HV3333                          SUPERSEDED SURVEY CONTROL
 HV3333
 HV3333  NGVD 29 (??/??/??)  143.417  (m)          470.53   (f) ADJUSTED    2 0
 HV3333
 HV3333.Superseded values are not recommended for survey control.
 HV3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3333.See file dsdata.txt to determine how the superseded data were derived.
 HV3333
 HV3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH517379(NAD 83)
 HV3333_MARKER: DD = SURVEY DISK
 HV3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3333_STAMPING: C 9 1926
 HV3333_MARK LOGO: USGS  
 HV3333_PROJECTION: PROJECTING 5 CENTIMETERS
 HV3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3333+STABILITY: SURFACE MOTION
 HV3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3333+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV3333
 HV3333  HISTORY     - Date     Condition        Report By
 HV3333  HISTORY     - 1926     MONUMENTED       USGS
 HV3333  HISTORY     - 1938     GOOD             CGS
 HV3333  HISTORY     - 1938     GOOD             CGS
 HV3333  HISTORY     - 1984     GOOD             NGS
 HV3333  HISTORY     - 19981007 GOOD             USPSQD
 HV3333  HISTORY     - 20030314 GOOD             USPSQD
 HV3333  HISTORY     - 20060112 GOOD             USPSQD
 HV3333
 HV3333                          STATION DESCRIPTION
 HV3333
 HV3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3333'AT MINE RUN.
 HV3333'AT MINE RUN, ORANGE COUNTY, ON THE VIRGINIA CENTRAL RAILWAY,
 HV3333'ABOUT 550 FEET EAST OF MILEPOST 22, ABOUT 186 FEET EAST OF A BOX
 HV3333'CULVERT, 88 FEET WEST OF THE EXPRESS OFFICE, 80 FEET NORTH OF
 HV3333'A POINT 20 FEET WEST OF A DIRT-ROAD CROSSING, 36 FEET NORTH
 HV3333'OF A POINT 20 FEET WEST OF THE INTERSECTION OF STATE HIGHWAYS
 HV3333'606 AND 621, 60 FEET NORTHWEST OF THE TRACK, AND 8 FEET NORTH
 HV3333'OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HV3333'DISK, STAMPED C 9 1926 AND SET IN THE TOP OF A CONCRETE POST.
 HV3333
 HV3333                          STATION RECOVERY (1938)
 HV3333
 HV3333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HV3333'RECOVERED IN GOOD CONDITION.
 HV3333
 HV3333                          STATION RECOVERY (1984)
 HV3333
 HV3333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3333'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO IN 1984.  NEW
 HV3333'DESCRIPTION FOLLOWS.  IN MINE RUN, 0.3 KM (0.15 MI) SOUTHWEST ALONG
 HV3333'STATE HIGHWAY 608 FROM THE JUNCTION OF STATE HIGHWAY 621 (PLANK ROAD)
 HV3333'TO THE MARK ON THE RIGHT, DIRECTLY ACROSS THE HIGHWAY FROM A LARGE TWO
 HV3333'STORY FRAME HOUSE, 6.89 METERS (22.6 FT) WEST OF THE CENTERLINE OF THE
 HV3333'HIGHWAY, 15.39 METERS (50.5 FT) SOUTH OF A UTILITY POLE.  DISK IS
 HV3333'STAMPED C 9 1926 471.
 HV3333'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 HV3333'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HV3333
 HV3333                          STATION RECOVERY (1998)
 HV3333
 HV3333'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3333'RECOVERED IN GOOD CONDITION.
 HV3333
 HV3333                          STATION RECOVERY (2003)
 HV3333
 HV3333'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3333'RECOVERED IN GOOD CONDITION.
 HV3333
 HV3333                          STATION RECOVERY (2006)
 HV3333
 HV3333'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV3333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3029 ***********************************************************************
 JV3029  DESIGNATION -  C 90
 JV3029  PID         -  JV3029
 JV3029  STATE/COUNTY-  VA/LOUDOUN
 JV3029  USGS QUAD   -  LEESBURG (1994)
 JV3029
 JV3029                         *CURRENT SURVEY CONTROL
 JV3029  ___________________________________________________________________
 JV3029* NAD 83(1986)-  39 06 55.     (N)    077 33 48.     (W)     SCALED    
 JV3029* NAVD 88     -       106.105  (meters)     348.11   (feet)  ADJUSTED  
 JV3029  ___________________________________________________________________
 JV3029  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JV3029  DYNAMIC HT  -         106.046 (meters)     347.92  (feet)  COMP
 JV3029  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 JV3029
 JV3029  VERT ORDER  -  SECOND    CLASS 0
 JV3029
 JV3029.The horizontal coordinates were scaled from a topographic map and have
 JV3029.an estimated accuracy of +/- 6 seconds.
 JV3029
 JV3029.The orthometric height was determined by differential leveling
 JV3029.and adjusted by the National Geodetic Survey in June 1991..
 JV3029
 JV3029.The geoid height was determined by GEOID03.
 JV3029
 JV3029.The dynamic height is computed by dividing the NAVD 88
 JV3029.geopotential number by the normal gravity value computed on the
 JV3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3029.degrees latitude (g = 980.6199 gals.).
 JV3029
 JV3029.The modeled gravity was interpolated from observed gravity values.
 JV3029
 JV3029;                    North         East    Units  Estimated Accuracy
 JV3029;SPC VA N     - 2,161,210.    3,581,010.      MT  (+/- 180 meters Scaled)
 JV3029
 JV3029                          SUPERSEDED SURVEY CONTROL
 JV3029
 JV3029  NGVD 29 (??/??/??)  106.320  (m)          348.82   (f) ADJUSTED    2 0
 JV3029
 JV3029.Superseded values are not recommended for survey control.
 JV3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3029.See file dsdata.txt to determine how the superseded data were derived.
 JV3029
 JV3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ783326(NAD 83)
 JV3029_MARKER: DB = BENCH MARK DISK
 JV3029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3029_SP_SET: BUILDING
 JV3029_STAMPING: C 90 1935
 JV3029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3029+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 JV3029
 JV3029  HISTORY     - Date     Condition        Report By
 JV3029  HISTORY     - 1935     MONUMENTED       CGS
 JV3029  HISTORY     - 1964     GOOD             CGS
 JV3029  HISTORY     - 20030515 GOOD             GEOCAC
 JV3029  HISTORY     - 20050731 GOOD             USPSQD
 JV3029
 JV3029                          STATION DESCRIPTION
 JV3029
 JV3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3029'AT LEESBURG.
 JV3029'AT LEESBURG, LOUDOUN COUNTY, AT THE POST OFFICE, IN THE NORTH
 JV3029'BRICK WALL, 1 FOOT EAST OF THE NORTHWEST CORNER, AND ABOUT
 JV3029'3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 90 1935 AND
 JV3029'SET VERTICALLY.
 JV3029
 JV3029                          STATION RECOVERY (1964)
 JV3029
 JV3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3029'RECOVERED IN GOOD CONDITION.
 JV3029
 JV3029                          STATION RECOVERY (2003)
 JV3029
 JV3029'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3029'RECOVERED IN GOOD CONDITION.
 JV3029
 JV3029                          STATION RECOVERY (2005)
 JV3029
 JV3029'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 JV3029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3493 ***********************************************************************
 HV3493  DESIGNATION -  C 91
 HV3493  PID         -  HV3493
 HV3493  STATE/COUNTY-  VA/FAUQUIER
 HV3493  USGS QUAD   -  RECTORTOWN (1981)
 HV3493
 HV3493                         *CURRENT SURVEY CONTROL
 HV3493  ___________________________________________________________________
 HV3493* NAD 83(1986)-  38 53 11.     (N)    077 45 31.     (W)     SCALED    
 HV3493* NAVD 88     -       155.287  (meters)     509.47   (feet)  ADJUSTED  
 HV3493  ___________________________________________________________________
 HV3493  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3493  DYNAMIC HT  -         155.195 (meters)     509.17  (feet)  COMP
 HV3493  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 HV3493
 HV3493  VERT ORDER  -  SECOND    CLASS 0
 HV3493
 HV3493.The horizontal coordinates were scaled from a topographic map and have
 HV3493.an estimated accuracy of +/- 6 seconds.
 HV3493
 HV3493.The orthometric height was determined by differential leveling
 HV3493.and adjusted by the National Geodetic Survey in June 1991..
 HV3493
 HV3493.The geoid height was determined by GEOID03.
 HV3493
 HV3493.The dynamic height is computed by dividing the NAVD 88
 HV3493.geopotential number by the normal gravity value computed on the
 HV3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3493.degrees latitude (g = 980.6199 gals.).
 HV3493
 HV3493.The modeled gravity was interpolated from observed gravity values.
 HV3493
 HV3493;                    North         East    Units  Estimated Accuracy
 HV3493;SPC VA N     - 2,135,650.    3,564,320.      MT  (+/- 180 meters Scaled)
 HV3493
 HV3493                          SUPERSEDED SURVEY CONTROL
 HV3493
 HV3493  NGVD 29 (??/??/??)  155.499  (m)          510.17   (f) ADJUSTED    2 0
 HV3493
 HV3493.Superseded values are not recommended for survey control.
 HV3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3493.See file dsdata.txt to determine how the superseded data were derived.
 HV3493
 HV3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ607077(NAD 83)
 HV3493_MARKER: DB = BENCH MARK DISK
 HV3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3493_STAMPING: C 91 1935
 HV3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3493+STABILITY: SURFACE MOTION
 HV3493
 HV3493  HISTORY     - Date     Condition        Report By
 HV3493  HISTORY     - 1935     MONUMENTED       CGS
 HV3493  HISTORY     - 1941     GOOD             CGS
 HV3493
 HV3493                          STATION DESCRIPTION
 HV3493
 HV3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3493'1.9 MI N FROM THE PLAINS.
 HV3493'ABOUT 1.9 MILES NORTH ALONG STATE RTE. 626 FROM THE SOUTHERN
 HV3493'RAILWAY STATION AT THE PLAINS, FAUQUIER COUNTY, ABOUT 111.0
 HV3493'FEET NORTHEAST OF A SIDE ROAD LEADING TO A LARGE FARMHOUSE,
 HV3493'ABOUT 90 FEET NORTHEAST OF THE J.S. SINCLAIR AND MONTROSE
 HV3493'MAILBOXES, 12.0 FEET NORTHEAST OF A CONCRETE CULVERT, 18.8 FEET
 HV3493'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST
 HV3493'OF THE RIGHT-OF-WAY FENCE, AND 1.0 FOOT SOUTH OF A WHITE WOODEN
 HV3493'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED C 91
 HV3493'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HV3493'4 INCHES ABOVE GROUND.
 HV3493
 HV3493                          STATION RECOVERY (1941)
 HV3493
 HV3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0772 ***********************************************************************
 HV0772  DESIGNATION -  C 92
 HV0772  PID         -  HV0772
 HV0772  STATE/COUNTY-  VA/WESTMORELAND
 HV0772  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV0772
 HV0772                         *CURRENT SURVEY CONTROL
 HV0772  ___________________________________________________________________
 HV0772* NAD 83(1986)-  38 15 02.     (N)    076 58 48.     (W)     SCALED    
 HV0772* NAVD 88     -         5.779  (meters)      18.96   (feet)  POSTED    
 HV0772  ___________________________________________________________________
 HV0772  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HV0772  DYNAMIC HT  -           5.780 (meters)      18.96  (feet)  COMP
 HV0772  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 HV0772
 HV0772  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HV0772
 HV0772.The horizontal coordinates were scaled from a topographic map and have
 HV0772.an estimated accuracy of +/- 6 seconds.
 HV0772
 HV0772.The orthometric height was determined by differential leveling
 HV0772.and adjusted by the National Geodetic Survey in 1992..
 HV0772.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HV0772.rate of 4.1 thru 8.0 mm/km.
 HV0772
 HV0772.The geoid height was determined by GEOID03.
 HV0772
 HV0772.The dynamic height is computed by dividing the NAVD 88
 HV0772.geopotential number by the normal gravity value computed on the
 HV0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0772.degrees latitude (g = 980.6199 gals.).
 HV0772
 HV0772.The modeled gravity was interpolated from observed gravity values.
 HV0772
 HV0772;                    North         East    Units  Estimated Accuracy
 HV0772;SPC VA N     - 2,065,910.    3,633,040.      MT  (+/- 180 meters Scaled)
 HV0772
 HV0772                          SUPERSEDED SURVEY CONTROL
 HV0772
 HV0772  NGVD 29 (05/17/90)    6.033  (m)           19.79   (f) ADJUSTED    2 0
 HV0772
 HV0772.Superseded values are not recommended for survey control.
 HV0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0772.See file dsdata.txt to determine how the superseded data were derived.
 HV0772
 HV0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH267354(NAD 83)
 HV0772_MARKER: DB = BENCH MARK DISK
 HV0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0772_STAMPING: C 92 1935
 HV0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0772+STABILITY: SURFACE MOTION
 HV0772
 HV0772  HISTORY     - Date     Condition        Report By
 HV0772  HISTORY     - 1935     MONUMENTED       CGS
 HV0772  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV0772  HISTORY     - 19900227 MARK NOT FOUND   NGS
 HV0772  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 HV0772  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV0772
 HV0772                          STATION DESCRIPTION
 HV0772
 HV0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0772'1.1 MI W FROM COLONIAL BEACH.
 HV0772'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 205 FROM THE COLONIAL
 HV0772'BEACH HOTEL AT COLONIAL BEACH, WESTMORELAND COUNTY, AT THE
 HV0772'JUNCTION OF A ROAD LEADING SOUTH, 21 FEET EAST OF THE CENTER LINE
 HV0772'OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HV0772'AND 5 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED C 92 1935
 HV0772'AND SET IN THE TOP OF A CONCRETE POST.
 HV0772
 HV0772                          STATION RECOVERY (1990)
 HV0772
 HV0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV0772'MARK NOT FOUND.
 HV0772
 HV0772                          STATION RECOVERY (1998)
 HV0772
 HV0772'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0772'MARK NOT FOUND.
 HV0772
 HV0772                          STATION RECOVERY (2003)
 HV0772
 HV0772'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0466 ***********************************************************************
 HW0466  DESIGNATION -  C 93
 HW0466  PID         -  HW0466
 HW0466  STATE/COUNTY-  VA/LOUISA
 HW0466  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0466
 HW0466                         *CURRENT SURVEY CONTROL
 HW0466  ___________________________________________________________________
 HW0466* NAD 83(1986)-  38 02 44.     (N)    078 14 33.     (W)     SCALED    
 HW0466* NAVD 88     -       157.068  (meters)     515.31   (feet)  ADJUSTED  
 HW0466  ___________________________________________________________________
 HW0466  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW0466  DYNAMIC HT  -         156.962 (meters)     514.97  (feet)  COMP
 HW0466  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 HW0466
 HW0466  VERT ORDER  -  SECOND    CLASS 0
 HW0466
 HW0466.The horizontal coordinates were scaled from a topographic map and have
 HW0466.an estimated accuracy of +/- 6 seconds.
 HW0466
 HW0466.The orthometric height was determined by differential leveling
 HW0466.and adjusted by the National Geodetic Survey in June 1991..
 HW0466
 HW0466.The geoid height was determined by GEOID03.
 HW0466
 HW0466.The dynamic height is computed by dividing the NAVD 88
 HW0466.geopotential number by the normal gravity value computed on the
 HW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0466.degrees latitude (g = 980.6199 gals.).
 HW0466
 HW0466.The modeled gravity was interpolated from observed gravity values.
 HW0466
 HW0466;                    North         East    Units  Estimated Accuracy
 HW0466;SPC VA S     - 1,190,050.    3,522,600.      MT  (+/- 180 meters Scaled)
 HW0466
 HW0466                          SUPERSEDED SURVEY CONTROL
 HW0466
 HW0466  NGVD 29 (??/??/92)  157.313  (m)          516.12   (f) ADJ UNCH    2 0
 HW0466
 HW0466.Superseded values are not recommended for survey control.
 HW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0466.See file dsdata.txt to determine how the superseded data were derived.
 HW0466
 HW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC419144(NAD 83)
 HW0466_MARKER: DB = BENCH MARK DISK
 HW0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0466_STAMPING: C 93 1935
 HW0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0466+STABILITY: SURFACE MOTION
 HW0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0466+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 HW0466
 HW0466  HISTORY     - Date     Condition        Report By
 HW0466  HISTORY     - 1935     MONUMENTED       CGS
 HW0466  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0466  HISTORY     - 20021212 POOR             USPSQD
 HW0466  HISTORY     - 20021212 POOR             USPSQD
 HW0466  HISTORY     - 20060311 GOOD             USPSQD
 HW0466
 HW0466                          STATION DESCRIPTION
 HW0466
 HW0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0466'8.2 MI S FROM GORDONSVILLE.
 HW0466'IN LOUISA COUNTY, ABOUT 8.2 MILES SOUTH ALONG THE CHESAPEAKE AND
 HW0466'OHIO RAILWAY FROM THE STATION AT GORDONSVILLE, ORANGE COUNTY, 24
 HW0466'FEET SOUTHEAST OF THE STATION AT THELMA, 36 FEET NORTH OF THE
 HW0466'CENTER OF A ROAD CROSSING, AND 30 FEET EAST OF THE CENTER LINE OF
 HW0466'THE TRACK.  A STANDARD DISK, STAMPED C 93 1935 AND SET IN THE
 HW0466'TOP OF A CONCRETE POST.
 HW0466
 HW0466                          STATION RECOVERY (1998)
 HW0466
 HW0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0466'MARK NOT FOUND.
 HW0466
 HW0466                          STATION RECOVERY (2002)
 HW0466
 HW0466'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0466'CONCRETE PIER MAY HAVE BEEN DISTURBED. MARKER IS APPROXIMATELY 26 FT
 HW0466'NORTH OF THE CENTERLINE OF MOUNTAIN ROAD (SR 640) AND 72 FT EAST OF
 HW0466'INTERSECTION OF SR 615 AND SR 640. MARKER APPROX POSITION 38 00
 HW0466'47.9(N) AND 78 14 08.7 (W)
 HW0466
 HW0466                          STATION RECOVERY (2002)
 HW0466
 HW0466'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0466'CONCRETE PIER MAY HAVE BEEN DISTURBED. MARKER IS APPROXIMATELY 26 FT
 HW0466'NORTH OF CENTERLINE OF MOUNTAIN ROAD (SR6 640) AND 72 FT EAST OF THE
 HW0466'INSECTION OF SR 615 AND SR 640. MARKER IS APPROXIMATE POSITION IS 38
 HW0466'02 45.4(N) AND 78 14 31.9 (W)
 HW0466
 HW0466                          STATION RECOVERY (2006)
 HW0466
 HW0466'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HW0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3095 ***********************************************************************
 GV3095  DESIGNATION -  C 94
 GV3095  PID         -  GV3095
 GV3095  STATE/COUNTY-  VA/LOUISA
 GV3095  USGS QUAD   -  PENDLETON (1987)
 GV3095
 GV3095                         *CURRENT SURVEY CONTROL
 GV3095  ___________________________________________________________________
 GV3095* NAD 83(1986)-  37 59 57.     (N)    077 52 42.     (W)     SCALED    
 GV3095* NAVD 88     -       141.033  (meters)     462.71   (feet)  ADJUSTED  
 GV3095  ___________________________________________________________________
 GV3095  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV3095  DYNAMIC HT  -         140.939 (meters)     462.40  (feet)  COMP
 GV3095  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 GV3095
 GV3095  VERT ORDER  -  SECOND    CLASS 0
 GV3095
 GV3095.The horizontal coordinates were scaled from a topographic map and have
 GV3095.an estimated accuracy of +/- 6 seconds.
 GV3095
 GV3095.The orthometric height was determined by differential leveling
 GV3095.and adjusted by the National Geodetic Survey in June 1991..
 GV3095
 GV3095.The geoid height was determined by GEOID03.
 GV3095
 GV3095.The dynamic height is computed by dividing the NAVD 88
 GV3095.geopotential number by the normal gravity value computed on the
 GV3095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3095.degrees latitude (g = 980.6199 gals.).
 GV3095
 GV3095.The modeled gravity was interpolated from observed gravity values.
 GV3095
 GV3095;                    North         East    Units  Estimated Accuracy
 GV3095;SPC VA S     - 1,185,050.    3,554,600.      MT  (+/- 180 meters Scaled)
 GV3095
 GV3095                          SUPERSEDED SURVEY CONTROL
 GV3095
 GV3095  NGVD 29 (??/??/??)  141.264  (m)          463.46   (f) ADJUSTED    2 0
 GV3095
 GV3095.Superseded values are not recommended for survey control.
 GV3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3095.See file dsdata.txt to determine how the superseded data were derived.
 GV3095
 GV3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH472096(NAD 83)
 GV3095_MARKER: DB = BENCH MARK DISK
 GV3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3095_STAMPING: C 94 1935
 GV3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3095+STABILITY: SURFACE MOTION
 GV3095
 GV3095  HISTORY     - Date     Condition        Report By
 GV3095  HISTORY     - 1935     MONUMENTED       CGS
 GV3095  HISTORY     - 1962     GOOD             NGS
 GV3095  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV3095  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV3095  HISTORY     - 20030405 POOR             GEOMET
 GV3095  HISTORY     - 20060327 MARK NOT FOUND   USPSQD
 GV3095
 GV3095                          STATION DESCRIPTION
 GV3095
 GV3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GV3095'8.6 MI SE FROM LOUISA.
 GV3095'8.6 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV3095'FROM THE POST OFFICE AT LOUISA, LOUISA COUNTY, 4 POLES SOUTHWEST
 GV3095'OF MILEPOST 138, AT THE SOUTHWEST END OF A CUT, 30 FEET NORTHWEST
 GV3095'OF THE CENTER LINE OF THE TRACK, 25 FEET SOUTHEAST OF THE
 GV3095'CENTER LINE OF COUNTY ROAD 605, AND 3 FEET NORTHEAST OF POLE E 1.
 GV3095'A STANDARD DISK, STAMPED C 94 1935 AND SET IN THE TOP OF A
 GV3095'CONCRETE POST.
 GV3095
 GV3095                          STATION RECOVERY (1998)
 GV3095
 GV3095'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3095'MARK NOT FOUND.
 GV3095
 GV3095                          STATION RECOVERY (2002)
 GV3095
 GV3095'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3095'MARK NOT FOUND.
 GV3095
 GV3095                          STATION RECOVERY (2003)
 GV3095
 GV3095'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 GV3095'FROM THE INTERSECTION OF STATE HIGHWAY 522 AND COUNTY ROAD 700, JUST
 GV3095'SOUTH OF MINERAL. PROCEED EASTERLY ALONG ROUTE 700 1.3 MILES TO THE
 GV3095'STATION, ACROSS FROM HOUSE ADDRESS 1315.
 GV3095' 
 GV3095'MARK IS NO LONGER LEVEL AND APPEARS TO HAVE BEEN KNOCKED OVER.
 GV3095
 GV3095                          STATION RECOVERY (2006)
 GV3095
 GV3095'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3095'POLE HAS BEEN REMOBVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0301 ***********************************************************************
 HW0301  DESIGNATION -  C 96
 HW0301  PID         -  HW0301
 HW0301  STATE/COUNTY-  VA/PAGE
 HW0301  USGS QUAD   -  BIG MEADOWS (1994)
 HW0301
 HW0301                         *CURRENT SURVEY CONTROL
 HW0301  ___________________________________________________________________
 HW0301* NAD 83(1986)-  38 37 12.     (N)    078 29 00.     (W)     SCALED    
 HW0301* NAVD 88     -       295.855  (meters)     970.65   (feet)  ADJUSTED  
 HW0301  ___________________________________________________________________
 HW0301  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HW0301  DYNAMIC HT  -         295.650 (meters)     969.98  (feet)  COMP
 HW0301  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 HW0301
 HW0301  VERT ORDER  -  SECOND    CLASS 0
 HW0301
 HW0301.The horizontal coordinates were scaled from a topographic map and have
 HW0301.an estimated accuracy of +/- 6 seconds.
 HW0301
 HW0301.The orthometric height was determined by differential leveling
 HW0301.and adjusted by the National Geodetic Survey in June 1991..
 HW0301.WARNING-Repeat measurements at this control monument indicate possible
 HW0301.vertical movement.
 HW0301
 HW0301.The geoid height was determined by GEOID03.
 HW0301
 HW0301.The dynamic height is computed by dividing the NAVD 88
 HW0301.geopotential number by the normal gravity value computed on the
 HW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0301.degrees latitude (g = 980.6199 gals.).
 HW0301
 HW0301.The modeled gravity was interpolated from observed gravity values.
 HW0301
 HW0301;                    North         East    Units  Estimated Accuracy
 HW0301;SPC VA N     - 2,105,820.    3,501,450.      MT  (+/- 180 meters Scaled)
 HW0301
 HW0301                          SUPERSEDED SURVEY CONTROL
 HW0301
 HW0301  NGVD 29 (??/??/92)  296.611  (m)          973.13   (f) ADJ UNCH    2 0
 HW0301
 HW0301.Superseded values are not recommended for survey control.
 HW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0301.See file dsdata.txt to determine how the superseded data were derived.
 HW0301
 HW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC190776(NAD 83)
 HW0301_MARKER: DB = BENCH MARK DISK
 HW0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0301_STAMPING: C 96 1935
 HW0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0301+STABILITY: SURFACE MOTION
 HW0301
 HW0301  HISTORY     - Date     Condition        Report By
 HW0301  HISTORY     - 1935     MONUMENTED       CGS
 HW0301  HISTORY     - 1970     GOOD             NGS
 HW0301
 HW0301                          STATION DESCRIPTION
 HW0301
 HW0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0301'3.4 MI S FROM LURAY.
 HW0301'ALONG NORFOLK AND WESTERN RAILROAD, ABOUT 700 FEET SOUTH OF
 HW0301'MILEPOST 92, 33 FEET NORTH OF RAILROAD CROSSING 30 FEET EAST
 HW0301'OF CENTER LINE OF TRACK, 6 FEET NORTH OF FENCE CORNER, AT SOUTH
 HW0301'END OF A CUT.
 HW0301
 HW0301                          STATION RECOVERY (1970)
 HW0301
 HW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HW0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0302 ***********************************************************************
 HW0302  DESIGNATION -  C 96 RESET 1939
 HW0302  PID         -  HW0302
 HW0302  STATE/COUNTY-  VA/PAGE
 HW0302  USGS QUAD   -  BIG MEADOWS (1994)
 HW0302
 HW0302                         *CURRENT SURVEY CONTROL
 HW0302  ___________________________________________________________________
 HW0302* NAD 83(1986)-  38 37 12.     (N)    078 29 00.     (W)     SCALED    
 HW0302* NAVD 88     -       296.44   (+/-2cm)     972.6    (feet)  VERTCON   
 HW0302  ___________________________________________________________________
 HW0302  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HW0302
 HW0302  VERT ORDER  -  ? (See Below)
 HW0302
 HW0302.The horizontal coordinates were scaled from a topographic map and have
 HW0302.an estimated accuracy of +/- 6 seconds.
 HW0302
 HW0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0302.The vertical order pertains to the NGVD 29 superseded value.
 HW0302
 HW0302.The geoid height was determined by GEOID03.
 HW0302
 HW0302;                    North         East    Units  Estimated Accuracy
 HW0302;SPC VA N     - 2,105,820.    3,501,450.      MT  (+/- 180 meters Scaled)
 HW0302
 HW0302                          SUPERSEDED SURVEY CONTROL
 HW0302
 HW0302  NGVD 29 (??/??/92)  296.612  (m)          973.13   (f) ADJ UNCH    ?  
 HW0302
 HW0302.Superseded values are not recommended for survey control.
 HW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0302.See file dsdata.txt to determine how the superseded data were derived.
 HW0302
 HW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC190776(NAD 83)
 HW0302_MARKER: DD = SURVEY DISK
 HW0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0302_STAMPING: C 96 RESET 1939
 HW0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0302+STABILITY: SURFACE MOTION
 HW0302
 HW0302  HISTORY     - Date     Condition        Report By
 HW0302  HISTORY     - 1939     MONUMENTED       VADH
 HW0302
 HW0302                          STATION DESCRIPTION
 HW0302
 HW0302'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1939
 HW0302'3.4 MI S FROM LURAY.
 HW0302'ABOUT 3.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HW0302'FROM THE STATION AT LURAY, PAGE COUNTY, ABOUT 670 FEET SOUTH
 HW0302'OF MILEPOST 92, AT THE SOUTH END OF A CUT, ABOUT 30 FEET NORTH
 HW0302'OF THE CROSSING OF STATE SECONDARY ROAD 633, AND 31.5 FEET EAST
 HW0302'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 96
 HW0302'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0970 ***********************************************************************
 GW0970  DESIGNATION -  C 97
 GW0970  PID         -  GW0970
 GW0970  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0970  USGS QUAD   -  GOSHEN (1983)
 GW0970
 GW0970                         *CURRENT SURVEY CONTROL
 GW0970  ___________________________________________________________________
 GW0970* NAD 83(1986)-  37 52 58.     (N)    079 23 02.     (W)     SCALED    
 GW0970* NAVD 88     -       339.377  (meters)    1113.44   (feet)  ADJUSTED  
 GW0970  ___________________________________________________________________
 GW0970  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0970  DYNAMIC HT  -         339.118 (meters)    1112.59  (feet)  COMP
 GW0970  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 GW0970
 GW0970  VERT ORDER  -  SECOND    CLASS 0
 GW0970
 GW0970.The horizontal coordinates were scaled from a topographic map and have
 GW0970.an estimated accuracy of +/- 6 seconds.
 GW0970
 GW0970.The orthometric height was determined by differential leveling
 GW0970.and adjusted by the National Geodetic Survey in June 1991..
 GW0970
 GW0970.The geoid height was determined by GEOID03.
 GW0970
 GW0970.The dynamic height is computed by dividing the NAVD 88
 GW0970.geopotential number by the normal gravity value computed on the
 GW0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0970.degrees latitude (g = 980.6199 gals.).
 GW0970
 GW0970.The modeled gravity was interpolated from observed gravity values.
 GW0970
 GW0970;                    North         East    Units  Estimated Accuracy
 GW0970;SPC VA S     - 1,172,320.    3,422,250.      MT  (+/- 180 meters Scaled)
 GW0970
 GW0970                          SUPERSEDED SURVEY CONTROL
 GW0970
 GW0970  NGVD 29 (??/??/92)  339.550  (m)         1114.01   (f) ADJ UNCH    2 0
 GW0970
 GW0970.Superseded values are not recommended for survey control.
 GW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0970.See file dsdata.txt to determine how the superseded data were derived.
 GW0970
 GW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB421940(NAD 83)
 GW0970_MARKER: DB = BENCH MARK DISK
 GW0970_SETTING: 66 = SET IN ROCK OUTCROP
 GW0970_SP_SET: SET IN ROCK OUTCROP
 GW0970_STAMPING: C 97 1935
 GW0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0970+STABILITY: POSITION/ELEVATION WELL
 GW0970
 GW0970  HISTORY     - Date     Condition        Report By
 GW0970  HISTORY     - 1935     MONUMENTED       CGS
 GW0970
 GW0970                          STATION DESCRIPTION
 GW0970
 GW0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0970'2 MI S FROM ROCKBRIDGE BATHS.
 GW0970'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 501 FROM THE HAYS CREEK
 GW0970'BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ABOUT 50 YARDS
 GW0970'NORTH OF THE A.D. FIX HOUSE, AT THE JUNCTION WITH STATE HIGHWAY
 GW0970'252, ABOUT 105 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 252,
 GW0970'21 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 501, IN THE
 GW0970'TOP OF A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE ROADWAY.  A
 GW0970'STANDARD DISK, STAMPED C 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0627 ***********************************************************************
 GW0627  DESIGNATION -  C 98
 GW0627  PID         -  GW0627
 GW0627  STATE/COUNTY-  VA/NELSON
 GW0627  USGS QUAD   -  SHERANDO (1987)
 GW0627
 GW0627                         *CURRENT SURVEY CONTROL
 GW0627  ___________________________________________________________________
 GW0627* NAD 83(1986)-  37 53 07.     (N)    078 53 57.     (W)     SCALED    
 GW0627* NAVD 88     -       223.395  (meters)     732.92   (feet)  ADJUSTED  
 GW0627  ___________________________________________________________________
 GW0627  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GW0627  DYNAMIC HT  -         223.228 (meters)     732.37  (feet)  COMP
 GW0627  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 GW0627
 GW0627  VERT ORDER  -  SECOND    CLASS 0
 GW0627
 GW0627.The horizontal coordinates were scaled from a topographic map and have
 GW0627.an estimated accuracy of +/- 6 seconds.
 GW0627
 GW0627.The orthometric height was determined by differential leveling
 GW0627.and adjusted by the National Geodetic Survey in June 1991..
 GW0627
 GW0627.The geoid height was determined by GEOID03.
 GW0627
 GW0627.The dynamic height is computed by dividing the NAVD 88
 GW0627.geopotential number by the normal gravity value computed on the
 GW0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0627.degrees latitude (g = 980.6199 gals.).
 GW0627
 GW0627.The modeled gravity was interpolated from observed gravity values.
 GW0627
 GW0627;                    North         East    Units  Estimated Accuracy
 GW0627;SPC VA S     - 1,172,310.    3,464,890.      MT  (+/- 180 meters Scaled)
 GW0627
 GW0627                          SUPERSEDED SURVEY CONTROL
 GW0627
 GW0627  NGVD 29 (??/??/92)  223.595  (m)          733.58   (f) ADJ UNCH    2 0
 GW0627
 GW0627.Superseded values are not recommended for survey control.
 GW0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0627.See file dsdata.txt to determine how the superseded data were derived.
 GW0627
 GW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB847951(NAD 83)
 GW0627_MARKER: DB = BENCH MARK DISK
 GW0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0627_SP_SET: BUILDING
 GW0627_STAMPING: C 98 1935
 GW0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0627
 GW0627  HISTORY     - Date     Condition        Report By
 GW0627  HISTORY     - 1935     MONUMENTED       CGS
 GW0627  HISTORY     - 1961     GOOD             NGS
 GW0627
 GW0627                          STATION DESCRIPTION
 GW0627
 GW0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0627'AT WINTERGREEN.
 GW0627'AN ADDITION HAS BEEN BUILT ON THE BUILDING AND THE STEP COVERED
 GW0627'WITH CONCRETE.  A SQUARE HOLE WAS LEFT IN THE CONCRETE SO THE
 GW0627'MARK CAN BE RECOVERED AND USED.  THE MARK IS 14.8 FEET SOUTH OF
 GW0627'THE NORTHWEST CORNER OF THE BUILDING AND 1 FOOT WEST OF THE
 GW0627'WEST FACE OF THE BUILDING.  THE MARK IS 10 INCHES BELOW THE FLOOR
 GW0627'OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1849 ***********************************************************************
 HW1849  DESIGNATION -  C 99
 HW1849  PID         -  HW1849
 HW1849  STATE/COUNTY-  VA/HIGHLAND
 HW1849  USGS QUAD   -  MONTEREY (1976)
 HW1849
 HW1849                         *CURRENT SURVEY CONTROL
 HW1849  ___________________________________________________________________
 HW1849* NAD 83(1993)-  38 26 08.80118(N)    079 35 36.80948(W)     ADJUSTED  
 HW1849* NAVD 88     -      1187.064  (meters)    3894.56   (feet)  ADJUSTED  
 HW1849  ___________________________________________________________________
 HW1849  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 HW1849  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HW1849  DYNAMIC HT  -        1186.038 (meters)    3891.19  (feet)  COMP
 HW1849  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 HW1849
 HW1849  HORZ ORDER  -  SECOND
 HW1849  VERT ORDER  -  SECOND    CLASS 0
 HW1849
 HW1849.The horizontal coordinates were established by classical geodetic methods
 HW1849.and adjusted by the National Geodetic Survey in November 1994..
 HW1849
 HW1849.The orthometric height was determined by differential leveling
 HW1849.and adjusted by the National Geodetic Survey in June 1991..
 HW1849
 HW1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1849
 HW1849.The geoid height was determined by GEOID03.
 HW1849
 HW1849.The dynamic height is computed by dividing the NAVD 88
 HW1849.geopotential number by the normal gravity value computed on the
 HW1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1849.degrees latitude (g = 980.6199 gals.).
 HW1849
 HW1849.The modeled gravity was interpolated from observed gravity values.
 HW1849
 HW1849;                    North         East     Units Scale Factor Converg.
 HW1849;SPC VA N     - 2,085,938.416 3,404,527.960   MT  0.99995339   -0 40 57.0
 HW1849;SPC VA N     - 6,843,616.29 11,169,688.82   sFT  0.99995339   -0 40 57.0
 HW1849;UTM  17      - 4,255,103.956   622,750.382   MT  0.99978556   +0 52 27.9
 HW1849
 HW1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1849!SPC VA N     -   0.99981861  x   0.99995339  =   0.99977200
 HW1849!UTM  17      -   0.99981861  x   0.99978556  =   0.99960420
 HW1849
 HW1849                          SUPERSEDED SURVEY CONTROL
 HW1849
 HW1849  NAD 83(1986)-  38 26 08.80239(N)    079 35 36.81705(W) AD(       ) 2
 HW1849  NAD 27      -  38 26 08.36930(N)    079 35 37.63900(W) AD(       ) 2
 HW1849  NGVD 29 (??/??/92) 1187.10   (m)         3894.7    (f) COMPUTED    2 0
 HW1849
 HW1849.Superseded values are not recommended for survey control.
 HW1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1849.See file dsdata.txt to determine how the superseded data were derived.
 HW1849
 HW1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC2275055104(NAD 83)
 HW1849_MARKER: DB = BENCH MARK DISK
 HW1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1849_STAMPING: C 99 1935
 HW1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1849+STABILITY: SURFACE MOTION
 HW1849
 HW1849  HISTORY     - Date     Condition        Report By
 HW1849  HISTORY     - 1935     MONUMENTED       CGS
 HW1849  HISTORY     - 1957     GOOD             CGS
 HW1849  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW1849
 HW1849                          STATION DESCRIPTION
 HW1849
 HW1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1849'2.8 MI E FROM HIGHTOWN.
 HW1849'ALONG STATE HIGHWAY 5, ON TOP OF MOUNTAIN, 75 FEET NORTHEAST
 HW1849'OF ROAD 646 TO THE WEST, 26 FEET NORTHWEST OF CENTER LINE OF
 HW1849'HIGHWAY, ON THE OUT SIDE OF CURVE, 4 FEET SOUTHWEST OF SOUTHWEST
 HW1849'END OF GATE IN FENCE LINE.
 HW1849
 HW1849                          STATION RECOVERY (1957)
 HW1849
 HW1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW1849'THE STATION IS APPROXIMATELY 2.2 MILES EAST-NORTHEAST OF
 HW1849'HIGHTOWN, 1.8 MILES NORTH-NORTHWEST OF MONTEREY, ON THE SUMMIT
 HW1849'OF MONTEREY MOUNTAIN AND ON PROPERTY OWNED BY MR. JOHN RUDDICK
 HW1849'OF MONTEREY.
 HW1849'
 HW1849'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 HW1849'STAMPED C 99 1935, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HW1849'2 INCHES.  IT IS 66 FEET NORTHEAST OF THE CENTER LINE OF
 HW1849'U.S. HIGHWAY 250 AND 41.5 FEET SOUTHEAST OF A FENCE CORNER.
 HW1849'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HW1849'MONTEREY, DISTANCE BEING 74.11 FEET AND (22.588 METERS)
 HW1849'NORTHWEST OF STATION MONTEREY.
 HW1849
 HW1849                          STATION RECOVERY (1966)
 HW1849
 HW1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3549 ***********************************************************************
 HW3549  DESIGNATION -  C R FISHER USGS 1941
 HW3549  PID         -  HW3549
 HW3549  STATE/COUNTY-  VA/BATH
 HW3549  USGS QUAD   -  PADDY KNOB (1995)
 HW3549
 HW3549                         *CURRENT SURVEY CONTROL
 HW3549  ___________________________________________________________________
 HW3549* NAD 83(1993)-  38 15 56.80440(N)    079 47 45.74422(W)     ADJUSTED  
 HW3549* NAVD 88     -      1365.     (meters)    4478.     (feet)  SCALED    
 HW3549  ___________________________________________________________________
 HW3549  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 HW3549  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HW3549
 HW3549  HORZ ORDER  -  SECOND
 HW3549
 HW3549.The horizontal coordinates were established by classical geodetic methods
 HW3549.and adjusted by the National Geodetic Survey in November 1994..
 HW3549
 HW3549.The orthometric height was scaled from a topographic map.
 HW3549
 HW3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3549
 HW3549.The geoid height was determined by GEOID03.
 HW3549
 HW3549;                    North         East     Units Scale Factor Converg.
 HW3549;SPC VA N     - 2,067,300.697 3,386,585.172   MT  0.99996711   -0 48 32.0
 HW3549;SPC VA N     - 6,782,469.04 11,110,821.52   sFT  0.99996711   -0 48 32.0
 HW3549;SPC WV S     -   141,171.383   705,353.289   MT  0.99992668   +0 44 39.4
 HW3549;UTM  17      - 4,235,989.798   605,323.657   MT  0.99973662   +0 44 44.5
 HW3549
 HW3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3549!SPC VA N     -   0.99979074  x   0.99996711  =   0.99975786
 HW3549!SPC WV S     -   0.99979074  x   0.99992668  =   0.99971744
 HW3549!UTM  17      -   0.99979074  x   0.99973662  =   0.99952742
 HW3549
 HW3549                          SUPERSEDED SURVEY CONTROL
 HW3549
 HW3549  NAD 83(1986)-  38 15 56.80529(N)    079 47 45.75258(W) AD(       ) 2
 HW3549  NAD 27      -  38 15 56.36200(N)    079 47 46.56100(W) AD(       ) 2
 HW3549
 HW3549.Superseded values are not recommended for survey control.
 HW3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3549.See file dsdata.txt to determine how the superseded data were derived.
 HW3549
 HW3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0532435990(NAD 83)
 HW3549_MARKER: DD = SURVEY DISK
 HW3549_SETTING: 0 = UNSPECIFIED SETTING
 HW3549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3549
 HW3549  HISTORY     - Date     Condition        Report By
 HW3549  HISTORY     - 1941     MONUMENTED       USGS
 HW3549  HISTORY     - 1957     GOOD             CGS
 HW3549
 HW3549                          STATION DESCRIPTION
 HW3549
 HW3549'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 HW3549'THE STATION IS LOCATED ABOUT 7-1/2 MILES BY ROAD SE OF THE
 HW3549'VILLAGE OF FROST, ON PADDYS KNOB AND NEAR PADDYS KNOB LOOKOUT
 HW3549'TOWER.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 HW3549'STATION DISK SET FLUSH IN THE FLAT TOP OF THE S WITNESS POST
 HW3549'OF U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION PADDYS
 HW3549'KNOB.  IT IS A MARBLE POST 6 INCHES SQUARE AND PROJECTS 6
 HW3549'INCHES.  THE DISK IS NOT STAMPED.  A TRAVERSE CONNECTION WAS
 HW3549'MADE TO TRIANGULATION STATION PADDYS KNOB.  DISTANCE, 7.20
 HW3549'FEET -- 2.195 METERS.
 HW3549'
 HW3549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28
 HW3549'AND 84 IN THE VILLAGE OF FROST, GO E ON HIGHWAY 84 FOR 4.6
 HW3549'MILES TO A GASOLINE STATION AND STORE ON THE LEFT AND A SIDE
 HW3549'ROAD ON THE RIGHT AND A SIGN PADDYS KNOB (THIS IS ABOUT 200
 HW3549'YARDS W OF THE VIRGINIA-WEST VIRGINIA STATE LINE) TURN RIGHT
 HW3549'AND FOLLOW ROAD 3.1 MILES TO THE TOP OF THE MOUNTAIN AND THE
 HW3549'STATION.
 HW3549
 HW3549                          STATION RECOVERY (1957)
 HW3549
 HW3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3549'STATION RECOVERED AS DESCRIBED IN 1941 AND FOUND IN GOOD
 HW3549'CONDITION.  DISTANCE CHECKED AND FOUND TO BE 7.18 FEET (2.188
 HW3549'METERS) INSTEAD OF 7.20 FEET (2.195 METERS) SOUTH OF STATION
 HW3549'PADDYS KNOB 1878 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4563 ***********************************************************************
 HV4563  DESIGNATION -  C USE 1924
 HV4563  PID         -  HV4563
 HV4563  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4563  USGS QUAD   -  ALEXANDRIA (1994)
 HV4563
 HV4563                         *CURRENT SURVEY CONTROL
 HV4563  ___________________________________________________________________
 HV4563* NAD 83(1993)-  38 47 46.11772(N)    077 02 31.11952(W)     ADJUSTED  
 HV4563* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV4563  ___________________________________________________________________
 HV4563  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 HV4563  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV4563
 HV4563  HORZ ORDER  -  SECOND
 HV4563
 HV4563.The horizontal coordinates were established by classical geodetic methods
 HV4563.and adjusted by the National Geodetic Survey in November 1994..
 HV4563
 HV4563.The orthometric height was scaled from a topographic map.
 HV4563
 HV4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4563
 HV4563.The geoid height was determined by GEOID03.
 HV4563
 HV4563;                    North         East     Units Scale Factor Converg.
 HV4563;SPC VA N     - 2,126,377.097 3,626,653.609   MT  0.99995323   +0 54 35.9
 HV4563;SPC VA N     - 6,976,288.86 11,898,446.05   sFT  0.99995323   +0 54 35.9
 HV4563;SPC MD       -   125,377.371   396,353.396   MT  0.99995081   -0 01 34.8
 HV4563;SPC MD       -   411,342.26  1,300,369.43   sFT  0.99995081   -0 01 34.8
 HV4563;UTM  18      - 4,296,135.211   322,667.166   MT  0.99998725   -1 16 47.1
 HV4563
 HV4563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4563!SPC VA N     -   1.00000478  x   0.99995323  =   0.99995801
 HV4563!SPC MD       -   1.00000478  x   0.99995081  =   0.99995559
 HV4563!UTM  18      -   1.00000478  x   0.99998725  =   0.99999203
 HV4563
 HV4563|---------------------------------------------------------------------|
 HV4563| PID    Reference Object                     Distance      Geod. Az  |
 HV4563|                                                           dddmmss.s |
 HV4563| HV4609 SHIPYARD BDRY POST NR C USE          56.634 METERS 00736     |
 HV4563| HV4565 D USE 1924                          APPROX. 0.6 KM 0095519.6 |
 HV4563| HV4704 WATER TK HILL E OF FOX FERRY        APPROX. 3.0 KM 0775713.1 |
 HV4563| HV4550 ALEXANDRIA SHIPYARDS BLACK TK       271.214 METERS 16843     |
 HV4563| HV4558 B USE 1924                          453.673 METERS 1784423.5 |
 HV4563|---------------------------------------------------------------------|
 HV4563
 HV4563                          SUPERSEDED SURVEY CONTROL
 HV4563
 HV4563  NAD 83(1993)-  38 47 46.11602(N)    077 02 31.12095(W) AD(       ) 2
 HV4563  NAD 83(1986)-  38 47 46.11609(N)    077 02 31.13210(W) AD(       ) 2
 HV4563  NAD 27      -  38 47 45.70100(N)    077 02 32.21000(W) AD(       ) 2
 HV4563
 HV4563.Superseded values are not recommended for survey control.
 HV4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4563.See file dsdata.txt to determine how the superseded data were derived.
 HV4563
 HV4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2266796135(NAD 83)
 HV4563_MARKER: DD = SURVEY DISK
 HV4563_SETTING: 0 = UNSPECIFIED SETTING
 HV4563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4563
 HV4563  HISTORY     - Date     Condition        Report By
 HV4563  HISTORY     - 1924     MONUMENTED       USE
 HV4563  HISTORY     - 1948     MARK NOT FOUND   CGS
 HV4563  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4563
 HV4563                          STATION DESCRIPTION
 HV4563
 HV4563'DESCRIBED BY US ENGINEERS 1924 (EWE)
 HV4563'LOCATED IN ALEXANDRIA, 40 METERS INSIDE THE JONES POINT SHIPYARD
 HV4563'RAILWAY GATE AND 1 METER W OF THE WESTERLY TRACK LEADING OUT OF
 HV4563'THE YARD ONTO UNION STREET.  A 6-INCH SQUARE CONCRETE POST IS
 HV4563'LOCATED OUTSIDE OF THE YARD AND BETWEEN THE TRACKS NEAR A SWITCH.
 HV4563'STATION IS MARKED BY A STANDARD U.S.C. OF ENGINEERS DISK
 HV4563'CEMENTED IN A DRILL HOLE IN A ROCK.
 HV4563
 HV4563                          STATION RECOVERY (1948)
 HV4563
 HV4563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 HV4563'STATION NOT LOCATED AFTER THOROUGH SEARCH WITH PLANETABLE.  THE
 HV4563'AREA HAS CHANGED CONSIDERABLY SINCE 1924 AND IT IS RECOMMENDED
 HV4563'THAT THIS STATION BE CONSIDERED LOST.
 HV4563
 HV4563                          STATION RECOVERY (1996)
 HV4563
 HV4563'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5541 ***********************************************************************
 HV5541  DESIGNATION -  CABIN
 HV5541  PID         -  HV5541
 HV5541  STATE/COUNTY-  VA/LOUDOUN
 HV5541  USGS QUAD   -  ARCOLA (1981)
 HV5541
 HV5541                         *CURRENT SURVEY CONTROL
 HV5541  ___________________________________________________________________
 HV5541* NAD 83(1993)-  38 55 57.44608(N)    077 31 17.50975(W)     ADJUSTED  
 HV5541* NAVD 88     -       104.17   (+/-2cm)     341.8    (feet)  VERTCON   
 HV5541  ___________________________________________________________________
 HV5541  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 HV5541  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV5541
 HV5541  HORZ ORDER  -  SECOND
 HV5541  VERT ORDER  -  THIRD ? (See Below)
 HV5541
 HV5541.The horizontal coordinates were established by classical geodetic methods
 HV5541.and adjusted by the National Geodetic Survey in November 1994..
 HV5541
 HV5541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5541.The vertical order pertains to the NGVD 29 superseded value.
 HV5541
 HV5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5541
 HV5541.The geoid height was determined by GEOID03.
 HV5541
 HV5541;                    North         East     Units Scale Factor Converg.
 HV5541;SPC VA N     - 2,140,973.842 3,584,836.918   MT  0.99996347   +0 36 38.4
 HV5541;SPC VA N     - 7,024,178.35 11,761,252.46   sFT  0.99996347   +0 36 38.4
 HV5541;UTM  18      - 4,312,323.191   281,434.342   MT  1.00018827   -1 35 06.6
 HV5541
 HV5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5541!SPC VA N     -   0.99998867  x   0.99996347  =   0.99995214
 HV5541!UTM  18      -   0.99998867  x   1.00018827  =   1.00017694
 HV5541
 HV5541|---------------------------------------------------------------------|
 HV5541| PID    Reference Object                     Distance      Geod. Az  |
 HV5541|                                                           dddmmss.s |
 HV5541| DC6760 CABIN RM 1                           13.821 METERS 07753     |
 HV5541| DC6759 CABIN AZ MK                                        0815023.6 |
 HV5541| HV5555 CHANT AP 6 1958 RM                  428.274 METERS 1565805.2 |
 HV5541| DC6761 CABIN RM 2                           37.533 METERS 19307     |
 HV5541|---------------------------------------------------------------------|
 HV5541
 HV5541                          SUPERSEDED SURVEY CONTROL
 HV5541
 HV5541  NAD 83(1993)-  38 55 57.44664(N)    077 31 17.51549(W) AD(       ) 2
 HV5541  NAD 83(1986)-  38 55 57.44557(N)    077 31 17.52230(W) AD(       ) 2
 HV5541  NAD 27      -  38 55 57.04704(N)    077 31 18.55245(W) AD(       ) 2
 HV5541  NGVD 29 (07/19/86)  104.39   (m)          342.5    (f) LEVELING    3  
 HV5541
 HV5541.Superseded values are not recommended for survey control.
 HV5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5541.See file dsdata.txt to determine how the superseded data were derived.
 HV5541
 HV5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8143412323(NAD 83)
 HV5541_MARKER: DS = TRIANGULATION STATION DISK
 HV5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5541
 HV5541  HISTORY     - Date     Condition        Report By
 HV5541  HISTORY     - 1958     MONUMENTED       CGS
 HV5541  HISTORY     - 19890316 GOOD             LOCSUR
 HV5541
 HV5541                          STATION DESCRIPTION
 HV5541
 HV5541'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5541'THE STATION IS APPROXIMATELY 5.6 MILES NORTHWEST OF CHANTILLY
 HV5541'AND ABOUT 0.1 MILE NORTHEAST OF U.S. HIGHWAY 50 ON THE SUMMIT
 HV5541'OF KNOLL IN PASTURE LAND OWNED BY MR. EDD POLAND.
 HV5541'
 HV5541'TO REACH FROM THE POST OFFICE IN CHANTILLY, GO NORTHWEST ON U.S.
 HV5541'HIGHWAY 50 FOR 4.8 MILES TO A SIDE ROAD RIGHT (COUNTY ROUTE
 HV5541'621), CONTINUE ON HIGHWAY 50 FOR 0.6 MILE TO WIRE GATE ON
 HV5541'RIGHT IN THE SOUTHWEST CORNER OF YARD FENCE OF THE FARM
 HV5541'RESIDENCE OF MR. EDD POLAND, TURN RIGHT, PASS THROUGH GATE, GO
 HV5541'NORTHERLY ACROSS PASTURE FOR 0.1 MILE TO THE NORTHWEST FENCE
 HV5541'CORNER OF PASTURE AND STATION.
 HV5541'
 HV5541'STATION MARKS ARE STANDARD DISKS STAMPED CABIN 1958.  THE
 HV5541'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5541'3 INCHES.  IT IS 1 FOOT SOUTH OF FENCE LINE, 16 FEET EAST
 HV5541'OF THE NORTHWEST FENCE CORNER AND 18 FEET EAST OF A POWER
 HV5541'LINE POLE.  A STANDARD WITNESS POST WAS SET 1 FOOT NORTHEAST OF
 HV5541'THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HV5541'CONCRETE 33 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5541'
 HV5541'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CABIN NO 1 1958,
 HV5541'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5541'IT IS 1 FOOT SOUTH OF EAST AND WEST FENCE LINE.
 HV5541'
 HV5541'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CABIN NO 2 1958,
 HV5541'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HV5541'IS 1 FOOT EAST OF NORTH AND SOUTH FENCE LINE AND 120 FEET SOUTH
 HV5541'OF THE NORTHWEST FENCE CORNER.
 HV5541'
 HV5541'AZIMUTH MARK IS A STANDARD DISK STAMPED CABIN 1958, SET IN A
 HV5541'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 30 FEET
 HV5541'NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER, 15 FEET
 HV5541'WEST OF THE CENTER OF DIRT ROAD, 1-1/2 FEET WEST OF FENCE
 HV5541'LINE AND 29 FEET WEST-NORTHWEST OF ENTRANCE TO DRIVEWAY.  A
 HV5541'STANDARD WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 HV5541'
 HV5541'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROUTE 621
 HV5541'AND U.S. HIGHWAY 50 MENTIONED, GO NORTHERLY ON DIRT AND GRAVEL
 HV5541'ROAD FOR 0.6 MILE TO DRIVEWAY TO HOUSE ON RIGHT AND THE AZIMUTH
 HV5541'MARK ON THE LEFT IN FENCE LINE.
 HV5541'
 HV5541'BOUNDARY R.M. 6 IS A STANDARD REFERENCE MARK DISK, STAMPED 6, SET
 HV5541'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, AND THE ARROW
 HV5541'POINTS NNW TOWARDS TRIANGULATION STATION CABIN 1958.  BY USING
 HV5541'A 30-FOOT SIGNAL AT MARK, CABIN 1958 IS VISIBLE FROM THE GROUND.
 HV5541'
 HV5541'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657
 HV5541'IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 5.7 MILES TO DRIVEWAY
 HV5541'ON THE LEFT AND THE BOUNDARY MARK 143 FEET E OF CENTERLINE OF
 HV5541'DRIVEWAY, 143 FEET S OF THE CENTERLINE OF U.S. HWY 50, AND 227
 HV5541'FEET SE OF A FENCE CORNER (AT ENTRANCE TO DRIVEWAY FROM HIGHWAY).
 HV5541'
 HV5541'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HV5541
 HV5541                          STATION RECOVERY (1989)
 HV5541
 HV5541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4150 ***********************************************************************
 GV4150  DESIGNATION -  CABIN VFC 1934
 GV4150  PID         -  GV4150
 GV4150  STATE/COUNTY-  VA/YORK
 GV4150  USGS QUAD   -  POQUOSON WEST (1983)
 GV4150
 GV4150                         *CURRENT SURVEY CONTROL
 GV4150  ___________________________________________________________________
 GV4150* NAD 83(1993)-  37 10 40.23307(N)    076 24 09.54663(W)     ADJUSTED  
 GV4150* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4150  ___________________________________________________________________
 GV4150  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GV4150  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 GV4150
 GV4150  HORZ ORDER  -  THIRD
 GV4150
 GV4150.The horizontal coordinates were established by classical geodetic methods
 GV4150.and adjusted by the National Geodetic Survey in September 1995..
 GV4150
 GV4150.The orthometric height was scaled from a topographic map.
 GV4150
 GV4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4150
 GV4150.The geoid height was determined by GEOID03.
 GV4150
 GV4150;                    North         East     Units Scale Factor Converg.
 GV4150;SPC VA S     - 1,095,787.598 3,686,228.297   MT  0.99995085   +1 16 22.6
 GV4150;SPC VA S     - 3,595,096.48 12,093,900.67   sFT  0.99995085   +1 16 22.6
 GV4150;UTM  18      - 4,115,522.429   375,485.433   MT  0.99979099   -0 50 51.8
 GV4150
 GV4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4150!SPC VA S     -   1.00000558  x   0.99995085  =   0.99995643
 GV4150!UTM  18      -   1.00000558  x   0.99979099  =   0.99979657
 GV4150
 GV4150:                Primary Azimuth Mark                     Grid Az
 GV4150:SPC VA S     -  HUNT VFC 1934                            173 07 38.4
 GV4150:UTM  18      -  HUNT VFC 1934                            175 14 52.8
 GV4150
 GV4150|---------------------------------------------------------------------|
 GV4150| PID    Reference Object                     Distance      Geod. Az  |
 GV4150|                                                           dddmmss.s |
 GV4150| GV4171 HUNT VFC 1934                       APPROX. 1.9 KM 1742401.0 |
 GV4150| GV4159 FACTORY VFC 1934                    338.938 METERS 30341     |
 GV4150|---------------------------------------------------------------------|
 GV4150
 GV4150                          SUPERSEDED SURVEY CONTROL
 GV4150
 GV4150  NAD 83(1986)-  37 10 40.24090(N)    076 24 09.58360(W) AD(       ) 3
 GV4150  NAD 27      -  37 10 39.71600(N)    076 24 10.77100(W) AD(       ) 3
 GV4150
 GV4150.Superseded values are not recommended for survey control.
 GV4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4150.See file dsdata.txt to determine how the superseded data were derived.
 GV4150
 GV4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7548515522(NAD 83)
 GV4150_MARKER: Z = SEE DESCRIPTION
 GV4150_SETTING: 0 = UNSPECIFIED SETTING
 GV4150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4150
 GV4150  HISTORY     - Date     Condition        Report By
 GV4150  HISTORY     - 1934     MONUMENTED       VACF
 GV4150  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4150
 GV4150                          STATION DESCRIPTION
 GV4150
 GV4150'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4150'ON POINT OF MARSH BETWEEN STATIONS FACTORY AND YORK POINT, IN
 GV4150'THE VICINITY OF POQUOSON RIVER.  THE STATION WILL SOON WASH AWAY.
 GV4150'
 GV4150'DISTANCE TO STATION FACTORY IS 1112.10 FEET.  MEASURED WITH A
 GV4150'100-FOOT STEEL TAPE.
 GV4150
 GV4150                          STATION RECOVERY (1943)
 GV4150
 GV4150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4150'THIS STATION WAS NOT RECOVERED.  THIS POINT HAS WASHED
 GV4150'CONSIDERABLY.  A THOROUGH SEARCH WAS MADE AND A LOCAL RESIDENT
 GV4150'QUESTIONED WITHOUT FINDING ANY TRACE OF THE STATION.  THE
 GV4150'ORIGINAL DESCRIPTION SAID THE STATION WOULD SOON WASH AWAY AND IT
 GV4150'IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4910 ***********************************************************************
 HV4910  DESIGNATION -  CABLE
 HV4910  PID         -  HV4910
 HV4910  STATE/COUNTY-  VA/FAIRFAX
 HV4910  USGS QUAD   -  MOUNT VERNON (1983)
 HV4910
 HV4910                         *CURRENT SURVEY CONTROL
 HV4910  ___________________________________________________________________
 HV4910* NAD 83(1993)-  38 42 52.77993(N)    077 02 47.39964(W)     ADJUSTED  
 HV4910* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 HV4910  ___________________________________________________________________
 HV4910  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HV4910  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HV4910
 HV4910  HORZ ORDER  -  THIRD
 HV4910
 HV4910.The horizontal coordinates were established by classical geodetic methods
 HV4910.and adjusted by the National Geodetic Survey in November 1994..
 HV4910
 HV4910.The orthometric height was scaled from a topographic map.
 HV4910
 HV4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4910
 HV4910.The geoid height was determined by GEOID03.
 HV4910
 HV4910;                    North         East     Units Scale Factor Converg.
 HV4910;SPC VA N     - 2,117,326.978 3,626,404.011   MT  0.99994982   +0 54 25.8
 HV4910;SPC VA N     - 6,946,596.93 11,897,627.16   sFT  0.99994982   +0 54 25.8
 HV4910;SPC MD       -   116,332.532   395,955.939   MT  0.99995378   -0 01 45.1
 HV4910;SPC MD       -   381,667.65  1,299,065.44   sFT  0.99995378   -0 01 45.1
 HV4910;UTM  18      - 4,287,100.889   322,072.115   MT  0.99998986   -1 16 49.1
 HV4910
 HV4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4910!SPC VA N     -   1.00000371  x   0.99994982  =   0.99995353
 HV4910!SPC MD       -   1.00000371  x   0.99995378  =   0.99995749
 HV4910!UTM  18      -   1.00000371  x   0.99998986  =   0.99999357
 HV4910
 HV4910|---------------------------------------------------------------------|
 HV4910| PID    Reference Object                     Distance      Geod. Az  |
 HV4910|                                                           dddmmss.s |
 HV4910| DC6762 CABLE RM                             15.070 METERS 01214     |
 HV4910| HV4961 MOCK                                APPROX. 1.5 KM 1813937.3 |
 HV4910|---------------------------------------------------------------------|
 HV4910
 HV4910                          SUPERSEDED SURVEY CONTROL
 HV4910
 HV4910  NAD 83(1993)-  38 42 52.77793(N)    077 02 47.40174(W) AD(       ) 3
 HV4910  NAD 83(1986)-  38 42 52.77989(N)    077 02 47.41413(W) AD(       ) 3
 HV4910  NAD 27      -  38 42 52.36000(N)    077 02 48.50000(W) AD(       ) 3
 HV4910
 HV4910.Superseded values are not recommended for survey control.
 HV4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4910.See file dsdata.txt to determine how the superseded data were derived.
 HV4910
 HV4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2207287101(NAD 83)
 HV4910_MARKER: DS = TRIANGULATION STATION DISK
 HV4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4910
 HV4910  HISTORY     - Date     Condition        Report By
 HV4910  HISTORY     - 1928     MONUMENTED       CGS
 HV4910  HISTORY     - 1938     MARK NOT FOUND   CGS
 HV4910  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4910
 HV4910                          STATION DESCRIPTION
 HV4910
 HV4910'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4910'STATION IS ON THE W SHORE OF POTOMAC RIVER AT FORT HUNT, OPPOSITE
 HV4910'FORT WASHINGTON JUST INSHORE FROM END OF DOCK.  ON SANDY GROUND
 HV4910'N OF THE ROAD THAT RUNS FROM DOCK TO FORT HUNT.  A BROKEN
 HV4910'CONCRETE AND ROCK WALL RUNS ALONG THE SHORE A FEW METERS TOWARD
 HV4910'THE CHANNEL FROM STATION.  MARK PROJECTS 3 INCHES ABOVE SURFACE
 HV4910'AND STAMPED CABLE 1928.
 HV4910'
 HV4910'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV4910'DISKS SET IN CONCRETE.
 HV4910'
 HV4910'REFERENCE MARK (NO NUMBER) LIES NE OF STATION IN A CULTIVATED
 HV4910'FIELD, STAMPED CABLE 1928 AND PROJECTS A FEW INCHES ABOVE SURFACE.
 HV4910'
 HV4910'A LARGE CONCRETE PIER WAS USED AS A REFERENCE MARK.  POINT
 HV4910'SELECTED WAS INTERSECTION OF UPPER BLOCK OF CONCRETE WITH MAIN
 HV4910'BLOCK AT THE SE CORNER.  THIS PIER IS SW OF STATION AND JUST N OF
 HV4910'ROAD TO DOCK.
 HV4910'
 HV4910'ANOTHER BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES ABOVE SURFACE
 HV4910'LIES ABOUT 6 FEET S OF STATION AND WAS THE ORIGINAL STATION BUT
 HV4910'A BLOCKED LINE REQUIRED A NEW STATION.  NO DISK MARK IN THIS BLOCK.
 HV4910'
 HV4910'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 HV4910
 HV4910                          STATION RECOVERY (1938)
 HV4910
 HV4910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4910'STATION AND REFERENCE MARKS WERE NOT FOUND AFTER 1/2 HOUR SEARCH.
 HV4910'GROUNDS SUPERINTENDENT AT FORT HUNT SAID HE HAD SEEN A MARK AT
 HV4910'THIS PLACE BUT HE COULD NOT FIND IT AT TIME OF SEARCH.  BRUSH
 HV4910'IMPEDES RECOVERY.  CONSTRUCTION OF MT. VERNON HIGHWAY AND ROAD
 HV4910'TO PIER MAY HAVE DESTROYED MARKS, BUT THIS WAS NOT DEFINITELY
 HV4910'ESTABLISHED.
 HV4910
 HV4910                          STATION RECOVERY (1997)
 HV4910
 HV4910'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0944 ***********************************************************************
 FW0944  DESIGNATION -  CABLE
 FW0944  PID         -  FW0944
 FW0944  STATE/COUNTY-  VA/NORTHAMPTON
 FW0944  USGS QUAD   -  TOWNSEND (1989)
 FW0944
 FW0944                         *CURRENT SURVEY CONTROL
 FW0944  ___________________________________________________________________
 FW0944* NAD 83(1993)-  37 08 01.05132(N)    075 56 10.15112(W)     ADJUSTED  
 FW0944* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0944  ___________________________________________________________________
 FW0944  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FW0944  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FW0944
 FW0944  HORZ ORDER  -  THIRD
 FW0944
 FW0944.The horizontal coordinates were established by classical geodetic methods
 FW0944.and adjusted by the National Geodetic Survey in September 1995..
 FW0944
 FW0944.The orthometric height was scaled from a topographic map.
 FW0944
 FW0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0944
 FW0944.The geoid height was determined by GEOID03.
 FW0944
 FW0944;                    North         East     Units Scale Factor Converg.
 FW0944;SPC VA S     - 1,091,904.975 3,727,773.771   MT  0.99995369   +1 33 21.8
 FW0944;SPC VA S     - 3,582,358.24 12,230,204.45   sFT  0.99995369   +1 33 21.8
 FW0944;UTM  18      - 4,110,106.128   416,849.754   MT  0.99968517   -0 33 54.6
 FW0944
 FW0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0944!SPC VA S     -   1.00000557  x   0.99995369  =   0.99995926
 FW0944!UTM  18      -   1.00000557  x   0.99968517  =   0.99969074
 FW0944
 FW0944:                Primary Azimuth Mark                     Grid Az
 FW0944:SPC VA S     -  MAGOTHY BAY CHANNEL LIGHT 6              013 23 49.9
 FW0944:UTM  18      -  MAGOTHY BAY CHANNEL LIGHT 6              015 31 06.3
 FW0944
 FW0944|---------------------------------------------------------------------|
 FW0944| PID    Reference Object                     Distance      Geod. Az  |
 FW0944|                                                           dddmmss.s |
 FW0944| FW0960 MAGOTHY BAY CHANNEL LIGHT 6         APPROX. 4.8 KM 0145711.7 |
 FW0944| FW0961 MAGOTHY CHANNEL DAY BEACON 3        APPROX. 6.0 KM 0160810.9 |
 FW0944| FW0962 MAGOTHY CHANNEL DAY BEACON 4        APPROX. 2.7 KM 0281632.4 |
 FW0944| DC7881 CABLE WM 3                           19.920 METERS 06823     |
 FW0944| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 2.9 KM 1141408.8 |
 FW0944| FW0931 MAGOTHY BAY MIDDLE GROUND LT        APPROX. 2.1 KM 1291432.5 |
 FW0944| DC7879 CABLE WM 1                           94.000 METERS 29627     |
 FW0944| DC7878 CABLE RM 1                           58.030 METERS 30608     |
 FW0944| DC7880 CABLE WM 2                           20.830 METERS 33216     |
 FW0944|---------------------------------------------------------------------|
 FW0944
 FW0944                          SUPERSEDED SURVEY CONTROL
 FW0944
 FW0944  NAD 83(1986)-  37 08 01.05285(N)    075 56 10.18839(W) AD(       ) 3
 FW0944  NAD 27      -  37 08 00.54500(N)    075 56 11.43700(W) AD(       ) 3
 FW0944
 FW0944.Superseded values are not recommended for survey control.
 FW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0944.See file dsdata.txt to determine how the superseded data were derived.
 FW0944
 FW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1685010106(NAD 83)
 FW0944_MARKER: DS = TRIANGULATION STATION DISK
 FW0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0944
 FW0944  HISTORY     - Date     Condition        Report By
 FW0944  HISTORY     - 1929     MONUMENTED       CGS
 FW0944  HISTORY     - 1933     GOOD             CGS
 FW0944  HISTORY     - 1934     GOOD             CGS
 FW0944  HISTORY     - 1942     GOOD             CGS
 FW0944  HISTORY     - 1953     GOOD             CGS
 FW0944  HISTORY     - 1959     GOOD             CGS
 FW0944  HISTORY     - 1960     GOOD             CGS
 FW0944  HISTORY     - 1962     GOOD             CGS
 FW0944
 FW0944                          STATION DESCRIPTION
 FW0944
 FW0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (JS)
 FW0944'THIS STATION IS LOCATED ON THE PROMINENT POINT ON THE W SHORE
 FW0944'OF MAGOTHY BAY 1-1/2 MILES W BY N OF CAPE CHARLES LIGHTHOUSE.
 FW0944'THE STATION IS ON HIGH FIRM GROUND.
 FW0944'
 FW0944'THE TELEPHONE LINE AND CABLE FROM THE COAST GUARD STATION
 FW0944'ON SMITH ISLAND TO THE MAINLAND RUNS 13.5 METERS N OF THE
 FW0944'STATION.
 FW0944'
 FW0944'A SUMMER CAMP SITUATED IN A GROVE OF PINE TREES IS 94 METERS
 FW0944'TO THE WESTWARD.
 FW0944'
 FW0944'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FW0944'UNDERGROUND MARK IS A BLOCK OF CONCRETE
 FW0944'BELOW THE GROUND CONTAINING A GLASS BOTTLE.
 FW0944'
 FW0944'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FW0944'IT IS ALONGSIDE THE THIRD TELEPHONE
 FW0944'POLE.
 FW0944'
 FW0944'WITNESS MARK NO. 1 IS THE CHIMNEY ON HOUSE.
 FW0944'
 FW0944'WITNESS MARK NO. 2 IS THE SECOND TELEPHONE POLE.
 FW0944'
 FW0944'WITNESS MARK NO. 3 IS THE FIRST TELEPHONE POLE.
 FW0944
 FW0944                          STATION RECOVERY (1933)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0944'STATION AND REFERENCE MARK RECOVERED IN EXCELLENT CONDITION.
 FW0944'DESCRIPTION ENTIRELY ADEQUATE.
 FW0944
 FW0944                          STATION RECOVERY (1934)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0944'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0944'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FW0944
 FW0944                          STATION RECOVERY (1942)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0944'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE
 FW0944'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW0944'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND
 FW0944'TO CAPE CHARLES, VIRGINIA.
 FW0944'
 FW0944'THE THIRD TELEPHONE POLE IS NOW THE FIRST POLE ON THE LINE.
 FW0944'
 FW0944'THE STATION IS LOCATED ON A PROMINENT POINT ON THE WESTERN
 FW0944'SHORE OF MAGOTHY BAY, 1-1/2 MILES NW OF THE CAPE CHARLES
 FW0944'LIGHTHOUSE, ABOUT 58 METERS FROM THE FIRST POLE OF THE
 FW0944'U.S. COAST GUARD TELEPHONE LINE, ABOUT 94 METERS S OF A
 FW0944'SUMMER CAMP IN A GROVE OF PINE TREES, AND ON HIGH FIRM GROUND.
 FW0944'THE STATION IS A BRONZE DISK TRIANGULATION STATION MARK,
 FW0944'STAMPED CABLE 1929, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FW0944'MONUMENT, WHICH EXTENDS 1 FOOT ABOVE THE GROUND.  THE STATION
 FW0944'IS IN GOOD CONDITION.
 FW0944'
 FW0944'REFERENCE MARK NO. 1 IS LOCATED 58.03 METERS NW OF THE STATION,
 FW0944'AND 1 METER FROM THE FIRST POLE OF THE U.S. COAST GUARD
 FW0944'TELEPHONE LINE.  THE MARK IS IN GOOD CONDITION.
 FW0944'
 FW0944'WITNESS MARK NO. 1 IS LOCATED 94 METERS NW OF THE STATION.
 FW0944'THE WITNESS MARK IS IN GOOD CONDITION.
 FW0944'
 FW0944'WITNESS MARKS NOS. 2 AND 3 HAVE BEEN DESTROYED.
 FW0944
 FW0944                          STATION RECOVERY (1953)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0944'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK AND
 FW0944'WITNESS MARK 1 ALSO WERE RECOVERED IN GOOD CONDITION.  THE
 FW0944'1942 DESCRIPTION IS ADEQUATE AND COMPLETE.
 FW0944
 FW0944                          STATION RECOVERY (1959)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 FW0944'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 NEEDS
 FW0944'TO BE RESET, THE LARGER PORTION OF THE MARK IS ABOVE THE SURFACE
 FW0944'OF THE GROUND.
 FW0944'
 FW0944'THE STATION MARK PROJECTS 9 INCHES AND IS LOCATED 52 PACES SW
 FW0944'OF A SIGN CABLE CROSSING DO NOT ANCHOR.
 FW0944'
 FW0944'A U.S.E. MARK STAMPED Z 17 IS LOCATED 60 PACES DUE N OF THE
 FW0944'STATION.
 FW0944
 FW0944                          STATION RECOVERY (1960)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0944'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 FW0944'AS DESCRIBED BY W.D.P. IN 1942.
 FW0944
 FW0944                          STATION RECOVERY (1962)
 FW0944
 FW0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0944'STATION WAS RECOVERED AS DESCRIBED IN 1959.  ALSO THE USE
 FW0944'MARK Z 17 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0825 ***********************************************************************
 FX0825  DESIGNATION -  CAB=W 10
 FX0825  PID         -  FX0825
 FX0825  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0825  USGS QUAD   -  FRANKLIN (1986)
 FX0825
 FX0825                         *CURRENT SURVEY CONTROL
 FX0825  ___________________________________________________________________
 FX0825* NAD 83(1993)-  36 39 11.91911(N)    076 59 12.49390(W)     ADJUSTED  
 FX0825* NAVD 88     -         7.524  (meters)      24.68   (feet)  POSTED    
 FX0825  ___________________________________________________________________
 FX0825  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FX0825  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 FX0825  DYNAMIC HT  -           7.520 (meters)      24.67  (feet)  COMP
 FX0825  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 FX0825
 FX0825  HORZ ORDER  -  SECOND
 FX0825  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0825
 FX0825.The horizontal coordinates were established by classical geodetic methods
 FX0825.and adjusted by the National Geodetic Survey in September 1995..
 FX0825
 FX0825.The orthometric height was determined by differential leveling
 FX0825.and adjusted by the National Geodetic Survey in 1992..
 FX0825.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0825.rate greater than 8.0 mm/km.
 FX0825
 FX0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0825
 FX0825.The geoid height was determined by GEOID03.
 FX0825
 FX0825.The dynamic height is computed by dividing the NAVD 88
 FX0825.geopotential number by the normal gravity value computed on the
 FX0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0825.degrees latitude (g = 980.6199 gals.).
 FX0825
 FX0825.The modeled gravity was interpolated from observed gravity values.
 FX0825
 FX0825;                    North         East     Units Scale Factor Converg.
 FX0825;SPC VA S     - 1,036,593.903 3,635,298.414   MT  1.00002251   +0 55 06.2
 FX0825;SPC VA S     - 3,400,891.83 11,926,808.21   sFT  1.00002251   +0 55 06.2
 FX0825;UTM  18      - 4,058,252.666   322,412.343   MT  0.99998855   -1 11 11.0
 FX0825
 FX0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0825!SPC VA S     -   1.00000434  x   1.00002251  =   1.00002685
 FX0825!UTM  18      -   1.00000434  x   0.99998855  =   0.99999289
 FX0825
 FX0825:                Primary Azimuth Mark                     Grid Az
 FX0825:SPC VA S     -  LOUIS=T 10                               066 05 10.6
 FX0825:UTM  18      -  LOUIS=T 10                               068 11 27.8
 FX0825
 FX0825|---------------------------------------------------------------------|
 FX0825| PID    Reference Object                     Distance      Geod. Az  |
 FX0825|                                                           dddmmss.s |
 FX0825| FX0833 LOUIS=T 10                          APPROX. 5.7 KM 0670016.8 |
 FX0825| DC8120 CAB RM                               13.180 METERS 19437     |
 FX0825|---------------------------------------------------------------------|
 FX0825
 FX0825                          SUPERSEDED SURVEY CONTROL
 FX0825
 FX0825  NAD 83(1986)-  36 39 11.92382(N)    076 59 12.51396(W) AD(       ) 2
 FX0825  NAD 27      -  36 39 11.38500(N)    076 59 13.64900(W) AD(       ) 2
 FX0825
 FX0825.Superseded values are not recommended for survey control.
 FX0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0825.See file dsdata.txt to determine how the superseded data were derived.
 FX0825
 FX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2241258253(NAD 83)
 FX0825_MARKER: DS = TRIANGULATION STATION DISK
 FX0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0825_STAMPING: W 10 CAB 1918
 FX0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0825
 FX0825  HISTORY     - Date     Condition        Report By
 FX0825  HISTORY     - 1918     MONUMENTED       CGS
 FX0825  HISTORY     - 1934     GOOD             CGS
 FX0825  HISTORY     - 1953     MARK NOT FOUND   NGS
 FX0825
 FX0825                          STATION DESCRIPTION
 FX0825
 FX0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX0825'AT THE FREIGHT STATION AT DELAWARES, ON THE SEABOARD AIR LINE
 FX0825'RAILWAY 3/4 MILE E OF THE PASSENGER STATION, 4-1/3 TELEGRAPH POLES
 FX0825'W OF MILE POST 41, 3.595 METERS (11.8 FEET) S OF THE S RAIL,
 FX0825'5 YARDS E OF A CROSS ROAD, AND 17 YARDS E OF THE E SIDE OF THE
 FX0825'FREIGHT DEPOT.  THE UNDERGROUND MARK IS A NAIL IN CONCRETE,
 FX0825'AS DESCRIBED.  THE SURFACE AND REFERENCE MARKS ARE
 FX0825'BRONZE TABLETS SET IN CONCRETE, AS DESCRIBED.
 FX0825'THE REFERENCE MARK IS 13.18 METERS (43.2 FEET) FROM THE
 FX0825'STATION S 14 DEG 37 MIN W.
 FX0825
 FX0825                          STATION RECOVERY (1934)
 FX0825
 FX0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX0825'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FX0825
 FX0825                          STATION RECOVERY (1953)
 FX0825
 FX0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX0825'0.8 MI NE FROM DELAWARE.
 FX0825'0.75 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX0825'THE STATION AT DELAWARE, 122 FEET EAST OF THE EAST END OF THE
 FX0825'WAITING SHED, 648 FEET WEST OF MILEPOST 41, 18 FEET SOUTHEAST
 FX0825'OF THE CENTERLINE OF ROAD-CROSSING, 12 FEET SOUTH OF SOUTH
 FX0825'RAIL, 13 FEET LOWER THAN THE RAIL AND 10 INCHES BELOW THE
 FX0825'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3293 ***********************************************************************
 GX3293  DESIGNATION -  CAHAS 1877
 GX3293  PID         -  GX3293
 GX3293  STATE/COUNTY-  VA/FRANKLIN
 GX3293  USGS QUAD   -  CALLAWAY (1977)
 GX3293
 GX3293                         *CURRENT SURVEY CONTROL
 GX3293  ___________________________________________________________________
 GX3293* NAD 83(1993)-  37 07 02.08251(N)    080 00 56.06626(W)     ADJUSTED  
 GX3293* NAVD 88     -      1088.     (meters)    3570.     (feet)  SCALED    
 GX3293  ___________________________________________________________________
 GX3293  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GX3293  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GX3293
 GX3293  HORZ ORDER  -  FIRST
 GX3293
 GX3293.The horizontal coordinates were established by classical geodetic methods
 GX3293.and adjusted by the National Geodetic Survey in September 1995..
 GX3293
 GX3293.The orthometric height was scaled from a topographic map.
 GX3293
 GX3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3293
 GX3293.The geoid height was determined by GEOID03.
 GX3293
 GX3293;                    North         East     Units Scale Factor Converg.
 GX3293;SPC VA S     - 1,088,075.155 3,365,315.506   MT  0.99995489   -0 55 11.4
 GX3293;SPC VA S     - 3,569,793.24 11,041,039.29   sFT  0.99995489   -0 55 11.4
 GX3293;UTM  17      - 4,108,332.291   587,456.867   MT  0.99969422   +0 35 38.7
 GX3293
 GX3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3293!SPC VA S     -   0.99983436  x   0.99995489  =   0.99978926
 GX3293!UTM  17      -   0.99983436  x   0.99969422  =   0.99952863
 GX3293
 GX3293                          SUPERSEDED SURVEY CONTROL
 GX3293
 GX3293  NAD 83(1993)-  37 07 02.08232(N)    080 00 56.05939(W) AD(       ) 1
 GX3293  NAD 83(1986)-  37 07 02.08104(N)    080 00 56.07710(W) AD(       ) 1
 GX3293  NAD 27      -  37 07 01.56900(N)    080 00 56.91300(W) AD(       ) 1
 GX3293
 GX3293.Superseded values are not recommended for survey control.
 GX3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3293.See file dsdata.txt to determine how the superseded data were derived.
 GX3293
 GX3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8745708332(NAD 83)
 GX3293_MARKER: Z = SEE DESCRIPTION
 GX3293_SETTING: 66 = SET IN ROCK OUTCROP
 GX3293_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GX3293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3293
 GX3293  HISTORY     - Date     Condition        Report By
 GX3293  HISTORY     - 1877     MONUMENTED       CGS
 GX3293  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GX3293
 GX3293                          STATION DESCRIPTION
 GX3293
 GX3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (ATM)
 GX3293'THIS STATION IS BEST REACHED FROM BIG LICK ON A.M. AND O.R.R.
 GX3293'FROM BIG LICK TAKE THE ROCKY MOUNT TURNPIKE TO BOONS MILL,
 GX3293'16 MILES.  THENCE TO HOUSE OF DANIEL BOWMAN IS 6 MILES.  FROM
 GX3293'BOWMANS TO TOP OF MOUNTAIN IS 2-3/4 MILES.
 GX3293'
 GX3293'THE STATION IS MARKED BY A BOLT IN SOLID ROCK AT CENTER 1.3
 GX3293'FEET BELOW SURFACE, ABOVE THIS IS PLACED A MARBLE BLOCK
 GX3293'6 BY 6 BY 15 INCHES SET IN CEMENT.  THE UPPER SURFACE OF
 GX3293'BLOCK IS MARKED BY A LARGE SQUARE DIVIDED INTO FOUR SMALLER
 GX3293'SQUARES EACH OF WHICH CONTAINS A LETTER OF THE INSCRIPTION
 GX3293'U.S.C.S.
 GX3293'
 GX3293'THE SURFACE OR REFERENCE MARKS ARE FOUR MARBLE POSTS MARKED
 GX3293'ON TOP WITH A CROSS ONE ARM OF WHICH IS AN ARROW POINTING
 GX3293'TO CENTER.
 GX3293'
 GX3293'ONE N (TRUE) 6 BY 6 BY 30 INCHES 5.99 FEET DISTANT
 GX3293'
 GX3293'ONE W (TRUE) 6 BY 6 BY 30 INCHES 6.12 FEET DISTANT
 GX3293'
 GX3293'ONE S (TRUE) 6 BY 6 BY 12 INCHES 6.00 FEET DISTANT
 GX3293'
 GX3293'ONE E (TRUE) 6 BY 6 BY 7 INCHES 6.00 FEET DISTANT
 GX3293'
 GX3293'AS THE LEDGE AT THE S AND W CAME TOO NEAR THE SURFACE TO
 GX3293'PUT IN THE BLOCKS AT THE FULL LENGTH OF 30 INCHES THEY WERE
 GX3293'BROKEN AT A LENGTH TO SUIT THEIR POSITIONS, BUT, FIRST, UNDER
 GX3293'EACH BLOCK WAS PLACED A COPPER BOLT IN THE SOLID ROCK.  THESE
 GX3293'SHORT STONES WERE SET IN CEMENT.
 GX3293
 GX3293                          STATION RECOVERY (1934)
 GX3293
 GX3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3293'IN 1907 W.H.B. RECOVERED THIS STATION BY RELOCATING IT FROM
 GX3293'TWO UNDERGROUND REFERENCE MARKS, ALL OTHER MARKS HAVING BEEN
 GX3293'DESTROYED.  AT THIS TIME ONLY THE S REFERENCE MARK WAS DEFINITELY
 GX3293'RECOVERED.  WHAT APPEARED TO BE THE E REFERENCE DRILL HOLE
 GX3293'WAS UNCERTAINLY RECOVERED.  HENCE A NEW STATION WAS ESTABLISHED
 GX3293'AND MARKED WITH A STANDARD BRONZE DISK SET IN A DRILL HOLE
 GX3293'WITH CEMENT IN AN IRREGULARLY-SHAPED BEDROCK WHICH DIPS
 GX3293'SLIGHTLY TO THE SE AND IS ABOUT FLUSH WITH THE SURFACE OF
 GX3293'THE GROUND.  IT IS RECOMMENDED THAT THE OLD STATION BE
 GX3293'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3294 ***********************************************************************
 GX3294  DESIGNATION -  CAHAS 2 RESET
 GX3294  PID         -  GX3294
 GX3294  STATE/COUNTY-  VA/FRANKLIN
 GX3294  USGS QUAD   -  CALLAWAY (1977)
 GX3294
 GX3294                         *CURRENT SURVEY CONTROL
 GX3294  ___________________________________________________________________
 GX3294* NAD 83(1993)-  37 07 02.07355(N)    080 00 55.99318(W)     ADJUSTED  
 GX3294* NAVD 88     -      1085.6    (meters)    3562.     (feet)  VERTCON   
 GX3294  ___________________________________________________________________
 GX3294  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GX3294  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GX3294
 GX3294  HORZ ORDER  -  SECOND
 GX3294
 GX3294.The horizontal coordinates were established by classical geodetic methods
 GX3294.and adjusted by the National Geodetic Survey in September 1995..
 GX3294
 GX3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3294
 GX3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3294
 GX3294.The geoid height was determined by GEOID03.
 GX3294
 GX3294;                    North         East     Units Scale Factor Converg.
 GX3294;SPC VA S     - 1,088,074.849 3,365,317.305   MT  0.99995489   -0 55 11.4
 GX3294;SPC VA S     - 3,569,792.23 11,041,045.19   sFT  0.99995489   -0 55 11.4
 GX3294;UTM  17      - 4,108,332.034   587,458.674   MT  0.99969422   +0 35 38.8
 GX3294
 GX3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3294!SPC VA S     -   0.99983471  x   0.99995489  =   0.99978960
 GX3294!UTM  17      -   0.99983471  x   0.99969422  =   0.99952898
 GX3294
 GX3294:                Primary Azimuth Mark                     Grid Az
 GX3294:SPC VA S     -  TAPCO ROANOKE LABORATORIES TK            120 07 02.3
 GX3294:UTM  17      -  TAPCO ROANOKE LABORATORIES TK            118 36 12.1
 GX3294
 GX3294|---------------------------------------------------------------------|
 GX3294| PID    Reference Object                     Distance      Geod. Az  |
 GX3294|                                                           dddmmss.s |
 GX3294| GW2215 TAPCO ROANOKE LABORATORIES TK       APPROX.15.2 KM 1191150.9 |
 GX3294| DC3939 CAHAS 2 RM 1                         10.479 METERS 12732     |
 GX3294| DC3940 CAHAS 2 RM 2                         19.785 METERS 22158     |
 GX3294| DC3941 CAHAS 2 RM 4                          4.290 METERS 24205     |
 GX3294| DC3938 CAHAS 2 RM 3 AZIMUTH                 26.603 METERS 27450     |
 GX3294| GX3278 LEWIS                               APPROX.25.6 KM 3491302.4 |
 GX3294|---------------------------------------------------------------------|
 GX3294
 GX3294                          SUPERSEDED SURVEY CONTROL
 GX3294
 GX3294  NAD 83(1993)-  37 07 02.06958(N)    080 00 55.99206(W) AD(       ) 2
 GX3294  NAD 83(1986)-  37 07 02.07091(N)    080 00 56.00355(W) AD(       ) 2
 GX3294  NAD 27      -  37 07 01.55872(N)    080 00 56.87986(W) AD(       ) 2
 GX3294  NGVD 29 (07/19/86) 1085.8    (m)         3562.     (f) VERT ANG       
 GX3294
 GX3294.Superseded values are not recommended for survey control.
 GX3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3294.See file dsdata.txt to determine how the superseded data were derived.
 GX3294
 GX3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8745908332(NAD 83)
 GX3294_MARKER: DS = TRIANGULATION STATION DISK
 GX3294_SETTING: 66 = SET IN ROCK OUTCROP
 GX3294
 GX3294  HISTORY     - Date     Condition        Report By
 GX3294  HISTORY     - 1934     MONUMENTED       CGS
 GX3294  HISTORY     - 1934     GOOD             CGS
 GX3294  HISTORY     - 1958     GOOD             CGS
 GX3294  HISTORY     - 1964     GOOD             CGS
 GX3294
 GX3294                          STATION DESCRIPTION
 GX3294
 GX3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3294'STATION IS ON THE SUMMIT OF CAHAS KNOB WHICH IS THE HIGHEST
 GX3294'PART AND ON THE EASTERN END OF AN IRREGULAR RIDGE RUNNING
 GX3294'E AND W.  SAID RIDGE IS ABOUT 3-1/2 MILES W OF BOONS MILL
 GX3294'POST OFFICE.
 GX3294'
 GX3294'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 GX3294'HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD
 GX3294'BRONZE DISKS SET IN CONCRETE IN DEPRESSIONS IN OUTCROPPING
 GX3294'BEDROCK.
 GX3294'
 GX3294'REFERENCE MARK NO. 1 IS SE OF STATION IN 1 FOOT SQUARE OUTCROPPING
 GX3294'ROCK WHICH IS ABOUT FLUSH WITH GROUND.  ON STEEP SLOPE.
 GX3294'
 GX3294'REFERENCE MARK NO. 2 IS SW OF STATION IN SPHERICALLY-SHAPED
 GX3294'OUTCROPPING ROCK WHICH PROTRUDES ABOUT 40 INCHES.
 GX3294'
 GX3294'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS WNW OF STATION IN
 GX3294'LARGEST OF GROUP OF OUTCROPPING ROCKS.  ROCK IS ABOUT 3 BY
 GX3294'10 FEET RUNNING NW AND SE OR ALMOST PERPENDICULAR TO A LINE
 GX3294'FROM THE STATION TO MARK.
 GX3294'
 GX3294'TO REACH FROM BOONS MILL GO W ON HIGHWAY 218 FOR 4 MILES AND
 GX3294'TAKE RIGHT FORK ON TO COUNTY HIGHWAY 118 AND PROCEED 1.55
 GX3294'MILES AND TURN RIGHT ON SIDE ROAD LEADING TO JAKE BOWMANS
 GX3294'LARGE WHITE HOUSE.  FROM HERE PROCEED STRAIGHT AHEAD BETWEEN
 GX3294'HOUSE AND BARN.  AND THROUGH TWO GATES ABOUT 1 MILE TO END
 GX3294'OF TRUCK TRAVEL.  ON FOOT PROCEED ABOUT 300 YARDS TO ABANDONED
 GX3294'LOG CABIN AND TURN RIGHT ON OLD WAGON ROAD 0.75 MILE TO
 GX3294'SECOND LOG CABIN.  TURN SHARP LEFT HERE AND FOLLOW CREEK
 GX3294'FOR SHORT DISTANCE AND KEEP RIGHT FORK ON UP CREEK.  CONTINUE
 GX3294'ABOUT 300 YARDS TO CLEARING.  BEAR LEFT THROUGH CLEARING
 GX3294'TO SADDLE IN MOUNTAIN.  TURN RIGHT AND FOLLOW BACKBONE ON
 GX3294'RIDGE ABOUT 0.75 MILE TO SUMMIT AND STATION.
 GX3294'
 GX3294'NOTE--THERE WAS A STATION LOCATED ON THIS MOUNTAIN IN 1887
 GX3294'BY A.T. MOSMAN.  IN 1907, W.H.B. RECOVERED THE ORIGINAL
 GX3294'STATION BY RELOCATING IT FROM TWO UNDERGROUND REFERENCE MARKS.
 GX3294'ALL OTHER MARKS HAVING BEEN DESTROYED.  AT THIS TIME ONLY
 GX3294'THE S REFERENCE WAS DEFINITELY RECOVERED.  WHAT APPEARED
 GX3294'TO BE THE E REFERENCE DRILL HOLE WAS ALSO UNCERTAINLY RECOVERED.
 GX3294'HENCE, A NEW STATION WAS ESTABLISHED AND MARKED WITH A STANDARD
 GX3294'BRONZE DISK SET IN A DRILL HOLE WITH CEMENT IN AN
 GX3294'IRREGULARLY-SHAPED BEDROCK WHICH DIPS SLIGHTLY TO THE SE AND IS
 GX3294'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 GX3294'RECOMMENDED THAT THE OLD STATION, CAHAS, BE CONSIDERED
 GX3294'LOST.
 GX3294'
 GX3294'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 GX3294
 GX3294                          STATION RECOVERY (1934)
 GX3294
 GX3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3294'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GX3294'
 GX3294'A 4-FOOT STAND REQUIRED.
 GX3294
 GX3294                          STATION RECOVERY (1958)
 GX3294
 GX3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3294'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 GX3294'GOOD CONDITION AND AS DESCRIBED.  REFERENCE MARK 1 HAD BEEN
 GX3294'DESTROYED.  SO A REFERENCE MARK 4 WAS ESTABLISHED.
 GX3294'
 GX3294'REFERENCE MARK 4 IS CEMENTED IN A DRILL HOLE IN A LARGE FLAT
 GX3294'ROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND (NOTE 12C).
 GX3294'IT IS 50 FT. NE OF A LARGE ROUND BOULDER AND 3 FT. E OF THE
 GX3294'DOOR OF AN OLD CABIN.  THE DISK IS STAMPED CAHAS 2 NO 4
 GX3294'1934 1958.
 GX3294'
 GX3294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 GX3294'AND STATE HIGHWAY 739 IN BOONS MILL, GO SW ON STATE HIGHWAY
 GX3294'739 FOR 3.7 MI. TO A FORK, TAKE THE ROAD TO THE RIGHT (COUNTY
 GX3294'ROUTE 742) AND GO NW FOR 1.5 MI. TO AN IRON GATE ON THE
 GX3294'RIGHT, TURN RIGHT AND GO THROUGH THE GATE AND FOLLOW A FARM
 GX3294'ROAD FOR 0.35 MI. TO A FARMHOUSE ON THE LEFT AND THE BARN
 GX3294'ON THE RIGHT, TURN RIGHT THROUGH A GATE INTO THE BARNYARD,
 GX3294'CONTINUE ACROSS THE BARNYARD KEEPING TO THE LEFT OF THE BARN
 GX3294'TO ANOTYER GATE, GO THROUGH THIS GATE AND FOLLOW AN OLD ROAD
 GX3294'FOR ABOUT 0.7 MI. TOWARD THE SADDLE ON THE E SIDE OF THE
 GX3294'MOUNTAIN.  THIS IS AS FAR AS TRUCK CAN BE DRIVEN, FROM HERE
 GX3294'IT IS NECESSARY TO PACK UP THE MOUNTAIN.  THERE IS NOT A
 GX3294'TRAIL TO THE TOP AND ONCE YOU GET PAST THE SADDLE IT
 GX3294'BECOMES QUITE STEEP UNTIL YOU REACH THE SUMMIT AND THE
 GX3294'STATION.
 GX3294
 GX3294                          STATION RECOVERY (1964)
 GX3294
 GX3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3294'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND NO. 4
 GX3294'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 GX3294'MEASUREMENT AGREE WITH THE 1958 DATA.  FOLLOWING IS A NEW
 GX3294'TO REACH.
 GX3294'
 GX3294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND
 GX3294'COUNTY ROUTE 739 IN BOONES MILL, GO SOUTHWEST ON COUNTY
 GX3294'ROUTE 739 FOR 3.8 MILES TO A FORK, TAKE THE RIGHT FORK COUNTY
 GX3294'ROUTE 742 AND GO NORTHWEST FOR 1.5 MILES TO A DRIVEWAY ON
 GX3294'THE RIGHT, TURN RIGHT AND GO 0.15 MILE TO A FORK, TAKE RIGHT
 GX3294'FORK AND GO 0.05 MILE TO A FORK, TAKE LEFT FORK AND GO ACROSS
 GX3294'AN ORCHARD FOR 0.7 MILE TO ITS END AND THE EDGE OF WOODS,
 GX3294'CONTINUE UP THE VALLEY PICKING YOUR WAY THROUGH TREES FOR
 GX3294'0.5 MILE TO A WIRE FENCE AND THE END OF JEEP TRAVEL.  HERE
 GX3294'PACK UP THE VALLEY TO THE TOP OF THE SADDLE, TURN LEFT AND
 GX3294'PACK WESTERLY UP MOUNTAIN ALONG THE RIDGE TO THE TOP AND
 GX3294'THE STATION.  THIS IS A JEEP STATION AND ABOUT A 2 HOUR
 GX3294'PACK.
 GX3294'
 GX3294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5220 ***********************************************************************
 HV5220  DESIGNATION -  CAIN
 HV5220  PID         -  HV5220
 HV5220  STATE/COUNTY-  VA/FAIRFAX
 HV5220  USGS QUAD   -  HERNDON (1994)
 HV5220
 HV5220                         *CURRENT SURVEY CONTROL
 HV5220  ___________________________________________________________________
 HV5220* NAD 83(1993)-  38 54 08.47251(N)    077 26 46.66997(W)     ADJUSTED  
 HV5220* NAVD 88     -        88.07   (+/-2cm)     288.9    (feet)  VERTCON   
 HV5220  ___________________________________________________________________
 HV5220  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 HV5220  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV5220
 HV5220  HORZ ORDER  -  THIRD
 HV5220  VERT ORDER  -  THIRD ? (See Below)
 HV5220
 HV5220.The horizontal coordinates were established by classical geodetic methods
 HV5220.and adjusted by the National Geodetic Survey in November 1994..
 HV5220
 HV5220.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5220.The vertical order pertains to the NGVD 29 superseded value.
 HV5220
 HV5220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5220
 HV5220.The geoid height was determined by GEOID03.
 HV5220
 HV5220;                    North         East     Units Scale Factor Converg.
 HV5220;SPC VA N     - 2,137,685.949 3,591,398.213   MT  0.99996071   +0 39 27.5
 HV5220;SPC VA N     - 7,013,391.32 11,782,778.97   sFT  0.99996071   +0 39 27.5
 HV5220;UTM  18      - 4,308,785.652   287,866.229   MT  1.00015416   -1 32 12.6
 HV5220
 HV5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5220!SPC VA N     -   0.99999118  x   0.99996071  =   0.99995189
 HV5220!UTM  18      -   0.99999118  x   1.00015416  =   1.00014534
 HV5220
 HV5220|---------------------------------------------------------------------|
 HV5220| PID    Reference Object                     Distance      Geod. Az  |
 HV5220|                                                           dddmmss.s |
 HV5220| DC6765 CAIN RM 1                            13.704 METERS 19456     |
 HV5220| HV5239 CHANTILLY                           APPROX. 3.3 KM 2670207.1 |
 HV5220| DC6766 CAIN RM 2                             7.693 METERS 28541     |
 HV5220|---------------------------------------------------------------------|
 HV5220
 HV5220                          SUPERSEDED SURVEY CONTROL
 HV5220
 HV5220  NAD 83(1993)-  38 54 08.47208(N)    077 26 46.67526(W) AD(       ) 3
 HV5220  NAD 83(1986)-  38 54 08.47172(N)    077 26 46.68286(W) AD(       ) 3
 HV5220  NAD 27      -  38 54 08.07053(N)    077 26 47.71676(W) AD(       ) 3
 HV5220  NGVD 29 (07/19/86)   88.29   (m)          289.7    (f) LEVELING    3  
 HV5220
 HV5220.Superseded values are not recommended for survey control.
 HV5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5220.See file dsdata.txt to determine how the superseded data were derived.
 HV5220
 HV5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8786608786(NAD 83)
 HV5220_MARKER: DS = TRIANGULATION STATION DISK
 HV5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5220
 HV5220  HISTORY     - Date     Condition        Report By
 HV5220  HISTORY     - 1958     MONUMENTED       CGS
 HV5220  HISTORY     - 1961     GOOD             CGS
 HV5220  HISTORY     - 1962     GOOD             LOCENG
 HV5220  HISTORY     - 19890315 GOOD             LOCSUR
 HV5220
 HV5220                          STATION DESCRIPTION
 HV5220
 HV5220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5220'STATION IS APPROXIMATELY 1.0 MILE NORTHWEST OF CHANTILLY, 0.15
 HV5220'MILE NORTH OF U.S. HIGHWAY 50 AND ON THE EAST RIGHT-OF-WAY OF A
 HV5220'NORTH-SOUTH SECONDARY ROAD.
 HV5220'
 HV5220'TO REACH FROM THE CROSSROAD INTERSECTION AND CAUTION LIGHT
 HV5220'IN CHANTILLY, GO NORTHWEST ON U.S. HIGHWAY 50 FOR 0.95 MILE
 HV5220'TO A T-ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHERLY ON
 HV5220'ROCK ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 HV5220'
 HV5220'STATION MARKS ARE STANDARD DISKS STAMPED CAIN 1958.  THE
 HV5220'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5220'3 INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF A GATE, 11.5 FEET
 HV5220'EAST OF THE CENTER OF ROCK ROAD AND 3 FEET WEST OF A NORTH-SOUTH
 HV5220'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HV5220'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.  A
 HV5220'STANDARD WITNESS POST WAS SET 5 FEET NORTH-NORTHEAST OF THE
 HV5220'MARK.
 HV5220'
 HV5220'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAIN NO 1 1958,
 HV5220'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HV5220'IT IS 25 FEET SOUTH OF THE CENTER OF A GATE, 13 FEET EAST OF THE
 HV5220'CENTER OF A ROCK ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCE
 HV5220'LINE.
 HV5220'
 HV5220'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAIN NO 2
 HV5220'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5220'2 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF A FIELD
 HV5220'ENTRANCE, 14 FEET WEST OF THE CENTER OF A ROCK ROAD AND 1 FOOT
 HV5220'WEST OF A NORTH-SOUTH FENCE LINE.
 HV5220'
 HV5220'NOTE--NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 HV5220
 HV5220                          STATION RECOVERY (1961)
 HV5220
 HV5220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5220'STATION RECOVERED AS DESCRIBED EXCEPT THE GATE AND FENCE MENTIONED
 HV5220'IN THE ORIGINAL DESCRIPTION HAVE BEEN REMOVED.  THE STATION IS
 HV5220'NOW ON THE PROPERTY OF THE DULLES INTERNATIONAL AIRPORT.
 HV5220'
 HV5220'STATION IS 32 FEET N.N.W. OF 15 INCH BLAZED OAK.
 HV5220'
 HV5220'R.M. 1 IS 16 FEET S.S.W. OF SAME 15 INCH BLAZED OAK.
 HV5220
 HV5220                          STATION RECOVERY (1962)
 HV5220
 HV5220'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 HV5220'RECOVERED BY MASSEY ENGRS.
 HV5220'
 HV5220'STATION FOUND IN GOOD CONDITION.
 HV5220
 HV5220                          STATION RECOVERY (1989)
 HV5220
 HV5220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4098 ***********************************************************************
 FX4098  DESIGNATION -  CAL 1918
 FX4098  PID         -  FX4098
 FX4098  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4098  USGS QUAD   -  COURTLAND (1986)
 FX4098
 FX4098                         *CURRENT SURVEY CONTROL
 FX4098  ___________________________________________________________________
 FX4098* NAD 83(1993)-  36 38 06.12510(N)    077 04 57.09806(W)     ADJUSTED  
 FX4098* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 FX4098  ___________________________________________________________________
 FX4098  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FX4098  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 FX4098
 FX4098  HORZ ORDER  -  SECOND
 FX4098  VERT ORDER  -  THIRD ? (See Below)
 FX4098
 FX4098.The horizontal coordinates were established by classical geodetic methods
 FX4098.and adjusted by the National Geodetic Survey in September 1995..
 FX4098
 FX4098.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4098.The vertical order pertains to the NGVD 29 superseded value.
 FX4098
 FX4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4098
 FX4098.The geoid height was determined by GEOID03.
 FX4098
 FX4098;                    North         East     Units Scale Factor Converg.
 FX4098;SPC VA S     - 1,034,433.112 3,626,770.679   MT  1.00002650   +0 51 37.1
 FX4098;SPC VA S     - 3,393,802.63 11,898,830.14   sFT  1.00002650   +0 51 37.1
 FX4098;SPC NC       -   321,727.302   781,108.485   MT  1.00016446   +1 06 24.1
 FX4098;SPC NC       - 1,055,533.66  2,562,686.75   sFT  1.00016446   +1 06 24.1
 FX4098;UTM  18      - 4,056,406.454   313,811.170   MT  1.00002711   -1 14 34.9
 FX4098
 FX4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4098!SPC VA S     -   1.00000127  x   1.00002650  =   1.00002777
 FX4098!SPC NC       -   1.00000127  x   1.00016446  =   1.00016573
 FX4098!UTM  18      -   1.00000127  x   1.00002711  =   1.00002838
 FX4098
 FX4098:                Primary Azimuth Mark                     Grid Az
 FX4098:SPC VA S     -  BUCK=A 11                                072 41 26.5
 FX4098:SPC NC       -  BUCK=A 11                                072 26 39.5
 FX4098:UTM  18      -  BUCK=A 11                                074 47 38.5
 FX4098
 FX4098|---------------------------------------------------------------------|
 FX4098| PID    Reference Object                     Distance      Geod. Az  |
 FX4098|                                                           dddmmss.s |
 FX4098| FX1237 BUCK=A 11                           APPROX. 2.4 KM 0733303.6 |
 FX4098| FX4099 CAL 1918 RM                          24.915 METERS 28818     |
 FX4098|---------------------------------------------------------------------|
 FX4098
 FX4098                          SUPERSEDED SURVEY CONTROL
 FX4098
 FX4098  NAD 83(1986)-  36 38 06.13199(N)    077 04 57.11594(W) AD(       ) 2
 FX4098  NAD 27      -  36 38 05.59700(N)    077 04 58.25000(W) AD(       ) 2
 FX4098  NGVD 29 (07/19/86)   27.29   (m)           89.5    (f) LEVELING    3  
 FX4098
 FX4098.Superseded values are not recommended for survey control.
 FX4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4098.See file dsdata.txt to determine how the superseded data were derived.
 FX4098
 FX4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1381156406(NAD 83)
 FX4098_MARKER: DS = TRIANGULATION STATION DISK
 FX4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4098+STABILITY: SURFACE MOTION
 FX4098
 FX4098  HISTORY     - Date     Condition        Report By
 FX4098  HISTORY     - 1918     MONUMENTED       CGS
 FX4098  HISTORY     - 1918     GOOD             CGS
 FX4098  HISTORY     - 1933     GOOD             CGS
 FX4098  HISTORY     - 1934     GOOD             CGS
 FX4098
 FX4098                          STATION DESCRIPTION
 FX4098
 FX4098'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX4098'STATION IS ABOUT 2-1/2 MILES E OF THE SEABOARD AIR LINE RAILWAY
 FX4098'STATION AT NEWSOMS, AT A POINT KNOWN AS GUM CROSSING, 4.085 METERS
 FX4098'(13.40 FEET) S OF THE S RAIL, 10 YARDS E OF A ROAD CROSSING,
 FX4098'25 YARDS N OF THE ONLY HOUSE IN THE VICINITY, AND ABOUT 165 YARDS
 FX4098'E OF THE SITE OF AN OLD SAWMILL.  THE UNDERGROUND MARK IS A NAIL
 FX4098'IN CONCRETE.  THE SURFACE AND REFERENCE
 FX4098'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 FX4098'THE REFERENCE MARK IS 24.915 METERS (81.74 FEET) FROM
 FX4098'THE STATION N 71 DEG 42 MIN W.
 FX4098
 FX4098                          STATION RECOVERY (1918)
 FX4098
 FX4098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX4098'C 11=CAL--ABOUT 2.5 MILES E ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX4098'THE STATION AT NEWSOME, SOUTHAMPTON COUNTY, ABOUT 0.4 MILE E OF
 FX4098'MILEPOST 47, 25 FEET SE OF THE CENTER OF GUM CROSSING, 76 FEET N OF
 FX4098'THE NW CORNER OF A HOUSE, 17 FEET S OF THE S RAIL, AND ABOUT 1-1/2
 FX4098'FEET LOWER THAN THE RAIL.  A BRONZE TRIANGULATION STATION DISK,
 FX4098'STAMPED ELEV. 89.915 FT. C 11 CAL 1918 1933 AND SET IN THE TOP OF
 FX4098'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  (27.410
 FX4098'METERS OR 89.928 FEET).
 FX4098
 FX4098                          STATION RECOVERY (1933)
 FX4098
 FX4098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4098'STATION WAS RECOVERED IN GOOD CONDITION.
 FX4098
 FX4098                          STATION RECOVERY (1934)
 FX4098
 FX4098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 FX4098'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY ROLAND
 FX4098'D. HORNE IN 1933 AND A NEW DESCRIPTION IS UNNECESSARY.
 FX4098'
 FX4098'B 11=R.M. CAL--ABOUT 2.5 MILES E ALONG THE SEABOARD AIR LINE RAILWAY
 FX4098'FROM THE STATION AT NEWSOME, SOUTHAMPTON COUNTY, ABOUT 0.4 MILE E OF
 FX4098'MILEPOST 47, 46 FEET NW OF THE CENTER OF GUM CROSSING, 28 FEET N OF
 FX4098'THE N RAIL, 71 FEET NW OF C 11=CAL, DESCRIBED BELOW, AND ABOUT 1
 FX4098'FOOT LOWER THAN THE RAIL.  A BRONZE REFERENCE MARK DISK, STAMPED B
 FX4098'11 CAL 1918 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX4098'ABOUT 2 INCHES ABOVE GROUND.  (27.587 METERS OR 90.508 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4099 ***********************************************************************
 FX4099  DESIGNATION -  CAL 1918 RM
 FX4099  PID         -  FX4099
 FX4099  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4099  USGS QUAD   -  COURTLAND (1986)
 FX4099
 FX4099                         *CURRENT SURVEY CONTROL
 FX4099  ___________________________________________________________________
 FX4099* NAD 83(1993)-  36 38 06.37884(N)    077 04 58.05026(W)     ADJUSTED  
 FX4099* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 FX4099  ___________________________________________________________________
 FX4099  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX4099  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 FX4099
 FX4099  HORZ ORDER  -  SECOND
 FX4099
 FX4099.The horizontal coordinates were established by classical geodetic methods
 FX4099.and adjusted by the National Geodetic Survey in September 1995..
 FX4099
 FX4099.The orthometric height was scaled from a topographic map.
 FX4099
 FX4099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4099
 FX4099.The geoid height was determined by GEOID03.
 FX4099
 FX4099;                    North         East     Units Scale Factor Converg.
 FX4099;SPC VA S     - 1,034,440.578 3,626,746.908   MT  1.00002648   +0 51 36.5
 FX4099;SPC VA S     - 3,393,827.13 11,898,752.15   sFT  1.00002648   +0 51 36.5
 FX4099;SPC NC       -   321,734.667   781,084.678   MT  1.00016449   +1 06 23.6
 FX4099;SPC NC       - 1,055,557.82  2,562,608.65   sFT  1.00016449   +1 06 23.6
 FX4099;UTM  18      - 4,056,414.787   313,787.689   MT  1.00002722   -1 14 35.5
 FX4099
 FX4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4099!SPC VA S     -   1.00000131  x   1.00002648  =   1.00002779
 FX4099!SPC NC       -   1.00000131  x   1.00016449  =   1.00016580
 FX4099!UTM  18      -   1.00000131  x   1.00002722  =   1.00002853
 FX4099
 FX4099                          SUPERSEDED SURVEY CONTROL
 FX4099
 FX4099  NAD 83(1986)-  36 38 06.38576(N)    077 04 58.06825(W) AD(       ) 2
 FX4099  NAD 27      -  36 38 05.85100(N)    077 04 59.20200(W) AD(       ) 2
 FX4099
 FX4099.Superseded values are not recommended for survey control.
 FX4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4099.See file dsdata.txt to determine how the superseded data were derived.
 FX4099
 FX4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1378856415(NAD 83)
 FX4099_MARKER: DR = REFERENCE MARK DISK
 FX4099_SETTING: 0 = UNSPECIFIED SETTING
 FX4099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX4099
 FX4099  HISTORY     - Date     Condition        Report By
 FX4099  HISTORY     - 1918     MONUMENTED       CGS
 FX4099  HISTORY     - 1964     MARK NOT FOUND   USGS
 FX4099
 FX4099                          STATION DESCRIPTION
 FX4099
 FX4099'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 FX4099'B 11=R.M. CAL--ABOUT 2.5 MILES E ALONG THE SEABOARD AIR LINE RAILWAY
 FX4099'FROM THE STATION AT NEWSOME, SOUTHAMPTON COUNTY, ABOUT 0.4 MILE E OF
 FX4099'MILEPOST 47, 46 FEET NW OF THE CENTER OF GUM CROSSING, 28 FEET N OF
 FX4099'THE N RAIL, 71 FEET NW OF C 11=CAL, DESCRIBED BELOW, AND ABOUT 1
 FX4099'FOOT LOWER THAN THE RAIL.  A BRONZE REFERENCE MARK DISK, STAMPED B
 FX4099'11 CAL 1918 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX4099'ABOUT 2 INCHES ABOVE GROUND.  (27.587 METERS OR 90.508 FEET.)
 FX4099
 FX4099                          STATION RECOVERY (1964)
 FX4099
 FX4099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FX4099'B 11-RM CAL DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4097 ***********************************************************************
 FX4097  DESIGNATION -  CAL ECC
 FX4097  PID         -  FX4097
 FX4097  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4097  USGS QUAD   -  COURTLAND (1986)
 FX4097
 FX4097                         *CURRENT SURVEY CONTROL
 FX4097  ___________________________________________________________________
 FX4097* NAD 83(1993)-  36 38 06.48408(N)    077 04 57.12926(W)     ADJUSTED  
 FX4097* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 FX4097  ___________________________________________________________________
 FX4097  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX4097  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 FX4097
 FX4097  HORZ ORDER  -  SECOND
 FX4097
 FX4097.The horizontal coordinates were established by classical geodetic methods
 FX4097.and adjusted by the National Geodetic Survey in September 1995..
 FX4097
 FX4097.The orthometric height was scaled from a topographic map.
 FX4097
 FX4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4097
 FX4097.The geoid height was determined by GEOID03.
 FX4097
 FX4097;                    North         East     Units Scale Factor Converg.
 FX4097;SPC VA S     - 1,034,444.165 3,626,769.738   MT  1.00002648   +0 51 37.1
 FX4097;SPC VA S     - 3,393,838.90 11,898,827.05   sFT  1.00002648   +0 51 37.1
 FX4097;SPC NC       -   321,738.353   781,107.496   MT  1.00016450   +1 06 24.1
 FX4097;SPC NC       - 1,055,569.91  2,562,683.51   sFT  1.00016450   +1 06 24.1
 FX4097;UTM  18      - 4,056,417.534   313,810.635   MT  1.00002711   -1 14 35.0
 FX4097
 FX4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4097!SPC VA S     -   1.00000131  x   1.00002648  =   1.00002779
 FX4097!SPC NC       -   1.00000131  x   1.00016450  =   1.00016581
 FX4097!UTM  18      -   1.00000131  x   1.00002711  =   1.00002842
 FX4097
 FX4097:                Primary Azimuth Mark                     Grid Az
 FX4097:SPC VA S     -  CAL ECC RM 3                             072 25 43.7
 FX4097:SPC NC       -  CAL ECC RM 3                             072 10 56.7
 FX4097:UTM  18      -  CAL ECC RM 3                             074 31 55.8
 FX4097
 FX4097|---------------------------------------------------------------------|
 FX4097| PID    Reference Object                     Distance      Geod. Az  |
 FX4097|                                                           dddmmss.s |
 FX4097| FX1234 CAL ECC RM 3                                       0731720.8 |
 FX4097| FX4102 CAL 1933                             13.868 METERS 19526     |
 FX4097| FX4099 CAL 1918 RM                          23.109 METERS 26156     |
 FX4097|---------------------------------------------------------------------|
 FX4097
 FX4097                          SUPERSEDED SURVEY CONTROL
 FX4097
 FX4097  NAD 83(1986)-  36 38 06.49101(N)    077 04 57.14724(W) AD(       ) 2
 FX4097  NAD 27      -  36 38 05.95600(N)    077 04 58.28100(W) AD(       ) 2
 FX4097
 FX4097.Superseded values are not recommended for survey control.
 FX4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4097.See file dsdata.txt to determine how the superseded data were derived.
 FX4097
 FX4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1381156418(NAD 83)
 FX4097_MARKER: DS = TRIANGULATION STATION DISK
 FX4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4097
 FX4097  HISTORY     - Date     Condition        Report By
 FX4097  HISTORY     - 1933     MONUMENTED       CGS
 FX4097
 FX4097                          STATION DESCRIPTION
 FX4097
 FX4097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4097'ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, 7-1/2 MILES
 FX4097'EAST-NORTHEAST OF BOYKINS, 9-1/2 MILES WEST-SOUTHWEST OF FRANKLIN,
 FX4097'AND ABOUT HALF-WAY BETWEEN RAILWAY STATIONS NEWSOMS AND HANDSOM.
 FX4097'TO REACH FROM RAILWAY CROSSING AT NEWSOMS, GO NORTH 0.5 MILE,
 FX4097'TURN RIGHT, PROCEED 2.0 MILES, TURN SOUTH, AND CONTINUE 0.2
 FX4097'MILE TO STATION SITE AT RAILWAY CROSSING.  STATION IS 17.1
 FX4097'FEET NORTH OF NORTH EDGE OF NORTH RAIL, 21 FEET SOUTHEAST OF
 FX4097'CENTER LINE OF GRADE CROSSING, 46 FEET EAST OF R.R. CROSSING
 FX4097'SIGN, AND 45 FEET SOUTH OF TELEPHONE POLE NO. 1318.  SURFACE
 FX4097'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FX4097'CONCRETE.  STATION CAL, ESTABLISHED IN
 FX4097'1918, IS STANDARD STATION DISK IN CONCRETE, AND NAIL
 FX4097'IN CONCRETE 16.6 FEET SOUTH OF SOUTH EDGE OF SOUTH
 FX4097'RAIL, 43 FEET SOUTHEAST OF R.R. CROSSING SIGN, 24 FEET
 FX4097'SOUTHEAST OF CENTER LINE OF DIRT ROAD, 26 FEET NORTHEAST OF
 FX4097'LARGE OAK TREE IN NORTHWEST CORNER OF FARMERS YARD, AND
 FX4097'45.50 FEET FROM STATION S 15 DEG 26 MIN W.  REFERENCE
 FX4097'MARK OF STATION CAL IS STANDARD REFERENCE DISK IN
 FX4097'CONCRETE 27.8 FEET NORTH OF NORTH EDGE OF NORTH
 FX4097'RAIL, 31 FEET WEST OF ABOVE-MENTIONED CROSSING, 52 FEET WEST OF
 FX4097'CENTER LINE OF DIRT ROAD, ABOUT 4 PACES SOUTH OF DIM
 FX4097'ROAD ALONG TRACK, AND 75.82 FEET FROM STATION
 FX4097'S 81 DEG 56 MIN W.  REFERENCE MARK NO. 3 IS STANDARD
 FX4097'REFERENCE DISK IN CONCRETE, 4 METERS (13 FEET) NORTH
 FX4097'OF NORTH SIDE OF RAILWAY CUT, 21 METERS (69 FEET)
 FX4097'SOUTH OF CENTER LINE OF DIM ROAD ALONG NORTH SIDE OF TRACK, AND
 FX4097'APPROXIMATELY 0.3 MILE FROM STATION N 73 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1234 ***********************************************************************
 FX1234  DESIGNATION -  CAL ECC RM 3
 FX1234  PID         -  FX1234
 FX1234  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1234  USGS QUAD   -  COURTLAND (1986)
 FX1234
 FX1234                         *CURRENT SURVEY CONTROL
 FX1234  ___________________________________________________________________
 FX1234* NAD 83(1986)-  36 38 12.     (N)    077 04 37.     (W)     SCALED    
 FX1234* NAVD 88     -        27.967  (meters)      91.76   (feet)  POSTED    
 FX1234  ___________________________________________________________________
 FX1234  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 FX1234  DYNAMIC HT  -          27.950 (meters)      91.70  (feet)  COMP
 FX1234  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 FX1234
 FX1234  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX1234
 FX1234.The horizontal coordinates were scaled from a topographic map and have
 FX1234.an estimated accuracy of +/- 6 seconds.
 FX1234
 FX1234.The orthometric height was determined by differential leveling
 FX1234.and adjusted by the National Geodetic Survey in 1992..
 FX1234.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX1234.rate of 2.1 thru 3.0 mm/km.
 FX1234
 FX1234.The geoid height was determined by GEOID03.
 FX1234
 FX1234.The dynamic height is computed by dividing the NAVD 88
 FX1234.geopotential number by the normal gravity value computed on the
 FX1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1234.degrees latitude (g = 980.6199 gals.).
 FX1234
 FX1234.The modeled gravity was interpolated from observed gravity values.
 FX1234
 FX1234;                    North         East    Units  Estimated Accuracy
 FX1234;SPC VA S     - 1,034,620.    3,627,270.      MT  (+/- 180 meters Scaled)
 FX1234
 FX1234                          SUPERSEDED SURVEY CONTROL
 FX1234
 FX1234  NGVD 29 (??/??/92)   28.346  (m)           93.00   (f) ADJ UNCH    1 2
 FX1234
 FX1234.Superseded values are not recommended for survey control.
 FX1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1234.See file dsdata.txt to determine how the superseded data were derived.
 FX1234
 FX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF143565(NAD 83)
 FX1234_MARKER: DR = REFERENCE MARK DISK
 FX1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1234_STAMPING: CAL ECC NO 3 1933
 FX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1234+STABILITY: SURFACE MOTION
 FX1234
 FX1234  HISTORY     - Date     Condition        Report By
 FX1234  HISTORY     - 1933     MONUMENTED       CGS
 FX1234  HISTORY     - 1953     GOOD             NGS
 FX1234  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1234
 FX1234                          STATION DESCRIPTION
 FX1234
 FX1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1234'2.8 MI NE FROM NEWSOME.
 FX1234'2.8 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1234'THE STATION AT NEWSOME, 34 FEET NORTH-NORTHWEST OF NORTH-NORTHWEST
 FX1234'RAIL, 37 FEET SOUTH-SOUTHWEST OF CENTER LINE OF A GRAVEL ROAD,
 FX1234'47.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 130, ABOUT 8 FEET
 FX1234'ABOVE LEVEL OF TRACK, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND
 FX1234'SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST PROJECTING
 FX1234'12 INCHES.
 FX1234
 FX1234                          STATION RECOVERY (1978)
 FX1234
 FX1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1234'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3341 ***********************************************************************
 HW3341  DESIGNATION -  CALF
 HW3341  PID         -  HW3341
 HW3341  STATE/COUNTY-  VA/NELSON
 HW3341  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW3341
 HW3341                         *CURRENT SURVEY CONTROL
 HW3341  ___________________________________________________________________
 HW3341* NAD 83(1993)-  38 04 53.33762(N)    078 47 01.72001(W)     ADJUSTED  
 HW3341* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 HW3341  ___________________________________________________________________
 HW3341  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HW3341  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HW3341
 HW3341  HORZ ORDER  -  SECOND
 HW3341
 HW3341.The horizontal coordinates were established by classical geodetic methods
 HW3341.and adjusted by the National Geodetic Survey in November 1994..
 HW3341
 HW3341.The orthometric height was scaled from a topographic map.
 HW3341
 HW3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3341
 HW3341.The geoid height was determined by GEOID03.
 HW3341
 HW3341;                    North         East     Units Scale Factor Converg.
 HW3341;SPC VA S     - 1,194,047.405 3,475,099.244   MT  1.00002297   -0 10 20.1
 HW3341;SPC VA S     - 3,917,470.53 11,401,221.44   sFT  1.00002297   -0 10 20.1
 HW3341;UTM  17      - 4,217,174.968   694,371.682   MT  1.00006533   +1 22 02.4
 HW3341
 HW3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3341!SPC VA S     -   0.99986263  x   1.00002297  =   0.99988560
 HW3341!UTM  17      -   0.99986263  x   1.00006533  =   0.99992795
 HW3341
 HW3341:                Primary Azimuth Mark                     Grid Az
 HW3341:SPC VA S     -  CALF AZ MK                               030 50 44.0
 HW3341:UTM  17      -  CALF AZ MK                               029 18 21.5
 HW3341
 HW3341|---------------------------------------------------------------------|
 HW3341| PID    Reference Object                     Distance      Geod. Az  |
 HW3341|                                                           dddmmss.s |
 HW3341| DC3945 CALF AZ MK                                         0304023.9 |
 HW3341| DC3947 CALF RM 2                            18.610 METERS 25829     |
 HW3341| DC3946 CALF RM 1                            16.680 METERS 33809     |
 HW3341|---------------------------------------------------------------------|
 HW3341
 HW3341                          SUPERSEDED SURVEY CONTROL
 HW3341
 HW3341  NAD 83(1986)-  38 04 53.33702(N)    078 47 01.71752(W) AD(       ) 2
 HW3341  NAD 27      -  38 04 52.83970(N)    078 47 02.63640(W) AD(       ) 2
 HW3341
 HW3341.Superseded values are not recommended for survey control.
 HW3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3341.See file dsdata.txt to determine how the superseded data were derived.
 HW3341
 HW3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC9437217175(NAD 83)
 HW3341_MARKER: DS = TRIANGULATION STATION DISK
 HW3341_SETTING: 66 = SET IN ROCK OUTCROP
 HW3341
 HW3341  HISTORY     - Date     Condition        Report By
 HW3341  HISTORY     - 1957     MONUMENTED       CGS
 HW3341  HISTORY     - 1958     GOOD             CGS
 HW3341
 HW3341                          STATION DESCRIPTION
 HW3341
 HW3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3341'STATION IS LOCATED ABOUT 5.5 MILES EAST NORTHEAST OF WAYNESBORO,
 HW3341'4.5 MILES WEST OF CROZET ON A HIGH MOUNTAIN THAT IS BETWEEN
 HW3341'BEAGLE AND JARMAN GAPS.  THIS MOUNTAIN IS ON THE NELSON-ALBERMARLE
 HW3341'COUNTY LINE.
 HW3341'
 HW3341'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 HW3341'250 AND U.S. HIGHWAY 340, IN THE EAST PART OF WAYNESBORO, GO
 HW3341'EAST ON U.S. 250 FOR 4.2 MILES TO FORK AT ROCKFISH GAP.  TAKE
 HW3341'RIGHT FORK AND GO 0.2 MILE TO OVERPASS.  TURN LEFT, CROSS
 HW3341'OVERPASS, AND GO 1.05 MILES TO THE ENTRANCE OF SKYLINE DRIVE.
 HW3341'CONTINUE NORTHERLY 7.15 MILES TO CALF MTN OVERLOOK.
 HW3341'CONTINUE NORTHERLY 2.65 MILES TO A FORK AT JARMANS GAP.  TURN
 HW3341'RIGHT, ON GRAVELED ROAD, AND GO UPHILL 0.55 MILE TO WIRE
 HW3341'GATE ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE 0.2 MILE
 HW3341'TO THE AZIMUTH MARK.  FOLLOW TRACK ROAD, UPHILL, 0.45 MILE TO
 HW3341'A POWER LINE.  LEAVE TRACK ROAD AND BEAR RIGHT, UPHILL,
 HW3341'FOLLOWING ROCKS PAINTED WHITE 0.4 MILE TO A POLE GATE.
 HW3341'PASS THROUGH GATE AND CONTINUE UPHILL, FOLLOWING PAINTED ROCKS,
 HW3341'0.4 MILE TO TOP OF HILL AND STATION.
 HW3341'
 HW3341'STATION, STAMPED CALF 1957, IS A STANDARD USC AND GS BRONZE
 HW3341'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS
 HW3341'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST PART
 HW3341'OF HILL.
 HW3341'
 HW3341'R.M. 1, STAMPED CALF NO 1 1957, IS A STANDARD USC AND GS
 HW3341'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HW3341'IT PROJECTS ABOUT 3 INCHES AND IS ABOUT 3 FEET LOWER THAN THE
 HW3341'STATION.
 HW3341'
 HW3341'R.M. 2, STAMPED CALF NO 2 1957, IS A STANDARD USC AND GS
 HW3341'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HW3341'IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 HW3341'
 HW3341'AZIMUTH MARK, STAMPED CALF 1957, IS A STANDARD USC AND GS
 HW3341'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HW3341'IT IS 16.0 FEET NORTHWEST OF THE CENTERLINE OF TRACK ROAD
 HW3341'AND 1 FOOT NORTHWEST OF A CAIRN.
 HW3341
 HW3341                          STATION RECOVERY (1958)
 HW3341
 HW3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3341'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HW3341'THE 1957 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3953 ***********************************************************************
 GV3953  DESIGNATION -  CALF
 GV3953  PID         -  GV3953
 GV3953  STATE/COUNTY-  VA/C OF HAMPTON
 GV3953  USGS QUAD   -  HAMPTON (1986)
 GV3953
 GV3953                         *CURRENT SURVEY CONTROL
 GV3953  ___________________________________________________________________
 GV3953* NAD 83(1993)-  37 05 38.07648(N)    076 18 22.09514(W)     ADJUSTED  
 GV3953* NAVD 88     -                                                        
 GV3953  ___________________________________________________________________
 GV3953  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 GV3953  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 GV3953
 GV3953  HORZ ORDER  -  THIRD
 GV3953
 GV3953.The horizontal coordinates were established by classical geodetic methods
 GV3953.and adjusted by the National Geodetic Survey in September 1995..
 GV3953
 GV3953
 GV3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3953
 GV3953.The geoid height was determined by GEOID03.
 GV3953
 GV3953;                    North         East     Units Scale Factor Converg.
 GV3953;SPC VA S     - 1,086,670.485 3,695,012.952   MT  0.99995674   +1 19 53.4
 GV3953;SPC VA S     - 3,565,184.75 12,122,721.66   sFT  0.99995674   +1 19 53.4
 GV3953;UTM  18      - 4,106,088.246   383,925.332   MT  0.99976597   -0 47 16.3
 GV3953
 GV3953                          SUPERSEDED SURVEY CONTROL
 GV3953
 GV3953  NAD 83(1986)-  37 05 38.08117(N)    076 18 22.13139(W) AD(       ) 4
 GV3953  NAD 27      -  37 05 37.54900(N)    076 18 23.33700(W) AD(       ) 3
 GV3953
 GV3953.Superseded values are not recommended for survey control.
 GV3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3953.See file dsdata.txt to determine how the superseded data were derived.
 GV3953
 GV3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8392506088(NAD 83)
 GV3953
 GV3953  HISTORY     - Date     Condition        Report By
 GV3953  HISTORY     - UNK      MONUMENTED
 GV3953  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3953
 GV3953                          STATION DESCRIPTION
 GV3953
 GV3953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3953'STATION WAS NOT RECOVERED.  THE CLOTH AND WOOD SIGNAL THAT MARKED
 GV3953'THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6922 ***********************************************************************
 HV6922  DESIGNATION -  CALHOON 1932
 HV6922  PID         -  HV6922
 HV6922  STATE/COUNTY-  VA/WESTMORELAND
 HV6922  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6922
 HV6922                         *CURRENT SURVEY CONTROL
 HV6922  ___________________________________________________________________
 HV6922* NAD 83(1993)-  38 08 52.59355(N)    076 39 55.62455(W)     ADJUSTED  
 HV6922* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6922  ___________________________________________________________________
 HV6922  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 HV6922  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HV6922
 HV6922  HORZ ORDER  -  THIRD
 HV6922
 HV6922.The horizontal coordinates were established by classical geodetic methods
 HV6922.and adjusted by the National Geodetic Survey in November 1994..
 HV6922
 HV6922.The orthometric height was scaled from a topographic map.
 HV6922
 HV6922.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6922
 HV6922.The geoid height was determined by GEOID03.
 HV6922
 HV6922;                    North         East     Units Scale Factor Converg.
 HV6922;SPC VA N     - 2,055,027.250 3,660,795.048   MT  0.99998175   +1 08 41.9
 HV6922;SPC VA N     - 6,742,201.90 12,010,458.42   sFT  0.99998175   +1 08 41.9
 HV6922;SPC VA S     - 1,202,949.681 3,660,804.693   MT  1.00003811   +1 06 48.4
 HV6922;SPC VA S     - 3,946,677.41 12,010,490.06   sFT  1.00003811   +1 06 48.4
 HV6922;UTM  18      - 4,223,540.084   354,067.150   MT  0.99986229   -1 01 44.1
 HV6922
 HV6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6922!SPC VA N     -   1.00000507  x   0.99998175  =   0.99998682
 HV6922!SPC VA S     -   1.00000507  x   1.00003811  =   1.00004318
 HV6922!UTM  18      -   1.00000507  x   0.99986229  =   0.99986736
 HV6922
 HV6922:                Primary Azimuth Mark                     Grid Az
 HV6922:SPC VA N     -  GLEBE 1932                               135 40 28.5
 HV6922:SPC VA S     -  GLEBE 1932                               135 42 22.0
 HV6922:UTM  18      -  GLEBE 1932                               137 50 54.5
 HV6922
 HV6922|---------------------------------------------------------------------|
 HV6922| PID    Reference Object                     Distance      Geod. Az  |
 HV6922|                                                           dddmmss.s |
 HV6922| HV6926 GLEBE 1932                          APPROX. 2.7 KM 1364910.4 |
 HV6922|---------------------------------------------------------------------|
 HV6922
 HV6922                          SUPERSEDED SURVEY CONTROL
 HV6922
 HV6922  NAD 83(1993)-  38 08 52.59217(N)    076 39 55.62889(W) AD(       ) 3
 HV6922  NAD 83(1986)-  38 08 52.59341(N)    076 39 55.64081(W) AD(       ) 3
 HV6922  NAD 27      -  38 08 52.13000(N)    076 39 56.76600(W) AD(       ) 3
 HV6922
 HV6922.Superseded values are not recommended for survey control.
 HV6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6922.See file dsdata.txt to determine how the superseded data were derived.
 HV6922
 HV6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5406723540(NAD 83)
 HV6922_MARKER: Z = SEE DESCRIPTION
 HV6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6922+STABILITY: SURFACE MOTION
 HV6922
 HV6922  HISTORY     - Date     Condition        Report By
 HV6922  HISTORY     - 1932     MONUMENTED       VACF
 HV6922  HISTORY     - 1942     GOOD             CGS
 HV6922  HISTORY     - 1957     GOOD             CGS
 HV6922  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6922  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6922
 HV6922                          STATION DESCRIPTION
 HV6922
 HV6922'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6922'STATION IS ON THE BEACH IN FRONT OF THE CALHOON PLACE EASILY
 HV6922'LOCATED AND MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 HV6922'PIPE SURROUNDED UNDER THE SURFACE OF THE GROUND BY A BLOCK OF
 HV6922'CONCRETE.
 HV6922
 HV6922                          STATION RECOVERY (1942)
 HV6922
 HV6922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6922'THE STATION IS ON THE S SHORE OF THE POTOMAC RIVER ON W SIDE OF
 HV6922'ENTRANCE TO THE LOWER MACHODOC RIVER, ON THE BEACH TO THE NE OF
 HV6922'THE HOUSE OWNED BY A MRS. CALHOON, AND 5 METERS BACK FROM THE MEAN
 HV6922'HIGH-WATER LINE.
 HV6922'
 HV6922'THE STATION IS A 1-INCH GALVANIZED-IRON PIPE, SET IN A ROUND MASS
 HV6922'OF CONCRETE.  THE STATION IS 6 INCHES BELOW THE SURFACE AND IS IN
 HV6922'GOOD CONDITION.
 HV6922
 HV6922                          STATION RECOVERY (1957)
 HV6922
 HV6922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFP)
 HV6922'THE STATION WAS RECOVERED.  IT IS 20.0 FEET BEYOND THE MEAN
 HV6922'HIGH-WATER LINE OUT IN THE RIVER.  THE BASE WAS VERY LOOSE AND THE
 HV6922'STATION WILL SOON BE DESTROYED.  THE ORIGINAL DESCRIPTION IS
 HV6922'ADEQUATE FOR RECOVERY WITH THE FOLLOWING ADDITIONS--
 HV6922'
 HV6922'THE STATION IS 42.0 FEET NORTHEAST OF AN 8 INCH PERSIMMON TREE AND
 HV6922'PROJECTS 3 INCHES AT MEAN HIGH-WATER.
 HV6922
 HV6922                          STATION RECOVERY (1998)
 HV6922
 HV6922'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6922'MARK NOT FOUND.
 HV6922
 HV6922                          STATION RECOVERY (2003)
 HV6922
 HV6922'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4220 ***********************************************************************
 GV4220  DESIGNATION -  CALLIS VFC 1920
 GV4220  PID         -  GV4220
 GV4220  STATE/COUNTY-  VA/MATHEWS
 GV4220  USGS QUAD   -  MATHEWS (1965)
 GV4220
 GV4220                         *CURRENT SURVEY CONTROL
 GV4220  ___________________________________________________________________
 GV4220* NAD 83(1993)-  37 29 38.76199(N)    076 18 11.71029(W)     ADJUSTED  
 GV4220* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4220  ___________________________________________________________________
 GV4220  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV4220  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV4220
 GV4220  HORZ ORDER  -  THIRD
 GV4220
 GV4220.The horizontal coordinates were established by classical geodetic methods
 GV4220.and adjusted by the National Geodetic Survey in September 1995..
 GV4220
 GV4220.The orthometric height was scaled from a topographic map.
 GV4220
 GV4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4220
 GV4220.The geoid height was determined by GEOID03.
 GV4220
 GV4220;                    North         East     Units Scale Factor Converg.
 GV4220;SPC VA S     - 1,131,076.523 3,694,235.959   MT  0.99994783   +1 19 59.7
 GV4220;SPC VA S     - 3,710,873.56 12,120,172.48   sFT  0.99994783   +1 19 59.7
 GV4220;UTM  18      - 4,150,484.439   384,793.722   MT  0.99976349   -0 47 36.1
 GV4220
 GV4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4220!SPC VA S     -   1.00000554  x   0.99994783  =   0.99995336
 GV4220!UTM  18      -   1.00000554  x   0.99976349  =   0.99976902
 GV4220
 GV4220:                Primary Azimuth Mark                     Grid Az
 GV4220:SPC VA S     -  EDWARDS VFC 1920                         113 05 36.5
 GV4220:UTM  18      -  EDWARDS VFC 1920                         115 13 12.3
 GV4220
 GV4220|---------------------------------------------------------------------|
 GV4220| PID    Reference Object                     Distance      Geod. Az  |
 GV4220|                                                           dddmmss.s |
 GV4220| GV4225 EDWARDS VFC 1920                    APPROX. 0.9 KM 1142536.2 |
 GV4220| GV4239 LEVY VFC 1920                       APPROX. 0.6 KM 1843039.2 |
 GV4220|---------------------------------------------------------------------|
 GV4220
 GV4220                          SUPERSEDED SURVEY CONTROL
 GV4220
 GV4220  NAD 83(1993)-  37 29 38.76211(N)    076 18 11.70947(W) AD(       ) 3
 GV4220  NAD 83(1986)-  37 29 38.76687(N)    076 18 11.73227(W) AD(       ) 3
 GV4220  NAD 27      -  37 29 38.29200(N)    076 18 12.94500(W) AD(       ) 3
 GV4220
 GV4220.Superseded values are not recommended for survey control.
 GV4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4220.See file dsdata.txt to determine how the superseded data were derived.
 GV4220
 GV4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8479450484(NAD 83)
 GV4220_MARKER: Z = SEE DESCRIPTION
 GV4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4220+STABILITY: SURFACE MOTION
 GV4220
 GV4220  HISTORY     - Date     Condition        Report By
 GV4220  HISTORY     - 1920     MONUMENTED       VACF
 GV4220  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4220
 GV4220                          STATION DESCRIPTION
 GV4220
 GV4220'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4220'IN THE VICINITY OF MILFORD HAVEN, NEAR A WIRE FENCE, A SHORT
 GV4220'DISTANCE EAST OF ROAD LEADING TO CALLIS WHARF.  MARKED BY
 GV4220'A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED
 GV4220'BY BLOCK OF CONCRETE NEAR SURFACE OF GROUND.
 GV4220
 GV4220                          STATION RECOVERY (2002)
 GV4220
 GV4220'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3390 ***********************************************************************
 HW3390  DESIGNATION -  CALVARY
 HW3390  PID         -  HW3390
 HW3390  STATE/COUNTY-  VA/SHENANDOAH
 HW3390  USGS QUAD   -  EDINBURG (1994)
 HW3390
 HW3390                         *CURRENT SURVEY CONTROL
 HW3390  ___________________________________________________________________
 HW3390* NAD 83(1993)-  38 52 15.19910(N)    078 31 31.44000(W)     ADJUSTED  
 HW3390* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 HW3390  ___________________________________________________________________
 HW3390  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 HW3390  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HW3390
 HW3390  HORZ ORDER  -  SECOND
 HW3390
 HW3390.The horizontal coordinates were established by classical geodetic methods
 HW3390.and adjusted by the National Geodetic Survey in November 1994..
 HW3390
 HW3390.The orthometric height was scaled from a topographic map.
 HW3390
 HW3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3390
 HW3390.The geoid height was determined by GEOID03.
 HW3390
 HW3390;                    North         East     Units Scale Factor Converg.
 HW3390;SPC VA N     - 2,133,668.845 3,497,795.788   MT  0.99995814   -0 00 57.1
 HW3390;SPC VA N     - 7,000,211.87 11,475,685.01   sFT  0.99995814   -0 00 57.1
 HW3390;UTM  17      - 4,305,359.574   714,683.156   MT  1.00016756   +1 33 12.9
 HW3390
 HW3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3390!SPC VA N     -   0.99996128  x   0.99995814  =   0.99991942
 HW3390!UTM  17      -   0.99996128  x   1.00016756  =   1.00012883
 HW3390
 HW3390:                Primary Azimuth Mark                     Grid Az
 HW3390:SPC VA N     -  MENEKA                                   062 09 31.0
 HW3390:UTM  17      -  MENEKA                                   060 35 21.0
 HW3390
 HW3390|---------------------------------------------------------------------|
 HW3390| PID    Reference Object                     Distance      Geod. Az  |
 HW3390|                                                           dddmmss.s |
 HW3390| HW3283 MENEKA                              APPROX.18.7 KM 0620833.9 |
 HW3390| DC3948 CALVARY AZ MK                                      1160246.5 |
 HW3390| DC3949 CALVARY RM 1                         16.200 METERS 13219     |
 HW3390| DC3950 CALVARY RM 2                         11.946 METERS 30328     |
 HW3390|---------------------------------------------------------------------|
 HW3390
 HW3390                          SUPERSEDED SURVEY CONTROL
 HW3390
 HW3390  NAD 83(1986)-  38 52 15.19986(N)    078 31 31.44698(W) AD(       ) 2
 HW3390  NAD 27      -  38 52 14.79840(N)    078 31 32.41280(W) AD(       ) 2
 HW3390
 HW3390.Superseded values are not recommended for survey control.
 HW3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3390.See file dsdata.txt to determine how the superseded data were derived.
 HW3390
 HW3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1468305360(NAD 83)
 HW3390_MARKER: DS = TRIANGULATION STATION DISK
 HW3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3390
 HW3390  HISTORY     - Date     Condition        Report By
 HW3390  HISTORY     - 1957     MONUMENTED       CGS
 HW3390  HISTORY     - 1964     GOOD             USGS
 HW3390  HISTORY     - 1967     MARK NOT FOUND   CGS
 HW3390
 HW3390                          STATION DESCRIPTION
 HW3390
 HW3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3390'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH SOUTHWEST OF
 HW3390'WOODSTOCK, 4.0 MILES NORTH NORTHEAST OF EDENBURG AND ON THE
 HW3390'SOUTH EMBANKMENT OF ABOUT A 20 FOOT CUT IN STATE HIGHWAY
 HW3390'42.  IT IS 20 FEET SOUTHEAST OF THE SOUTH EMBANKMENT OF
 HW3390'STATE HIGHWAY 42, 10 FEET NORTH OF A FENCE, 7 FEET NORTH
 HW3390'OF A METAL WITNESS POST AND 8 FEET NORTH OF A TRIANGULAR
 HW3390'BLAZED FENCE-POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 HW3390'THE DISK IS STAMPED CALVERY 1957.
 HW3390'
 HW3390'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE SOUTH EMBANKMENT
 HW3390'OF STATE HIGHWAY 42, 7 FEET NORTH OF A FENCE AND 15 FEET
 HW3390'WEST OF THE WEST CORNER POST OF GATE.  THE MARK PROJECTS
 HW3390'ABOUT 4 INCHES, IS ABOUT 1 FOOT LOWER THEN THE ELEVATION
 HW3390'OF THE STATION MARK AND THE DISK IS STAMPED CALVERY NO 1 1957.
 HW3390'
 HW3390'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE SOUTH EMBANKMENT
 HW3390'OF STATE HIGHWAY 42 AND 5 FEET NORTH OF A FENCE.  THE MARK
 HW3390'PROJECTS ABOUT 5 INCHES, IS ABOUT 1 FOOT LOWER THEN THE
 HW3390'ELEVATION OF THE STATION MARK AND THE DISK IS STAMPED CALVERY
 HW3390'NO 2 1957.
 HW3390'
 HW3390'AZIMUTH MARK IS 27 FEET WEST OF THE CENTER-LINE OF A SURFACED
 HW3390'ROAD, 2 FEET NORTH OF A TELEPHONE POLE NO. 35, 67 FEET NORTH
 HW3390'OF THE CENTER-LINE OF STATE HIGHWAY 42 AND 52 FEET NORTHEAST
 HW3390'OF THE NORTH HEAD-WALL OF A STONE CULVERT.  THE MARK PROJECTS
 HW3390'ABOUT 1 INCH AND THE DISK IS STAMPED CALVERY 1957.
 HW3390'
 HW3390'TO REACH THE STATION FROM THE COURTHOUSE IN WOODSTOCK, GO
 HW3390'SOUTH WEST ON U.S. HIGHWAY 11 FOR 1.2 MILES TO THE INTERSECTION
 HW3390'OF STATE HIGHWAY 42.  TURN RIGHT AND GO WEST NORTHWEST ON
 HW3390'STATE HIGHWAY 42 FOR 0.3 MILE TO CROSSROADS AND AZIMUTH
 HW3390'MARK ON THE RIGHT IN THE NORTHWEST ANGLE OF CROSSROADS.
 HW3390'CONTINUE WEST NORTHWEST ON STATE HIGHWAY 42 FOR 0.15 MILE
 HW3390'TO ABOUT A 20 FOOT CUT IN ROAD AND STATION ON THE LEFT OR
 HW3390'ON THE SOUTH EMBANKMENT OF ROAD.
 HW3390'
 HW3390'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3390
 HW3390                          STATION RECOVERY (1964)
 HW3390
 HW3390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HW3390'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HW3390
 HW3390                          STATION RECOVERY (1967)
 HW3390
 HW3390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HW3390'THE AREA OF THE STATION MARK AND REFERENCE MARKS HAS BEEN
 HW3390'GRADED OFF SO THAT IT IS ABOUT LEVEL WITH THE HIGHWAY.  NO
 HW3390'TRACE OF THE MARKS COULD BE FOUND.  THE AZIMUTH MARK WAS
 HW3390'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HW3390'
 HW3390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 HW3390'MILES SOUTH SOUTHWEST OF WOODSTOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3336 ***********************************************************************
 FX3336  DESIGNATION -  CALVARY BAPTIST CHURCH CUPOLA
 FX3336  PID         -  FX3336
 FX3336  STATE/COUNTY-  VA/C OF NORFOLK
 FX3336  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3336
 FX3336                         *CURRENT SURVEY CONTROL
 FX3336  ___________________________________________________________________
 FX3336* NAD 83(1993)-  36 51 24.36920(N)    076 16 39.39559(W)     ADJUSTED  
 FX3336* NAVD 88     -                                                        
 FX3336  ___________________________________________________________________
 FX3336  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX3336  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX3336
 FX3336  HORZ ORDER  -  THIRD
 FX3336
 FX3336.The horizontal coordinates were established by classical geodetic methods
 FX3336.and adjusted by the National Geodetic Survey in September 1995..
 FX3336
 FX3336
 FX3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3336
 FX3336.The geoid height was determined by GEOID03.
 FX3336
 FX3336;                    North         East     Units Scale Factor Converg.
 FX3336;SPC VA S     - 1,060,420.666 3,698,167.785   MT  0.99998487   +1 20 55.8
 FX3336;SPC VA S     - 3,479,063.47 12,133,072.14   sFT  0.99998487   +1 20 55.8
 FX3336;UTM  18      - 4,079,745.234   386,107.757   MT  0.99975980   -0 45 59.1
 FX3336
 FX3336                          SUPERSEDED SURVEY CONTROL
 FX3336
 FX3336  NAD 83(1986)-  36 51 24.37484(N)    076 16 39.43116(W) AD(       ) 4
 FX3336  NAD 27      -  36 51 23.84000(N)    076 16 40.64000(W) AD(       ) 3
 FX3336
 FX3336.Superseded values are not recommended for survey control.
 FX3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3336.See file dsdata.txt to determine how the superseded data were derived.
 FX3336
 FX3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8610879745(NAD 83)
 FX3336_MARKER: 86 = CUPOLA
 FX3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3336+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 FX3336
 FX3336  HISTORY     - Date     Condition        Report By
 FX3336  HISTORY     - 1932     FIRST OBSERVED   CGS
 FX3336  HISTORY     - 1954     GOOD             AMS
 FX3336  HISTORY     - 1960     GOOD             CGS
 FX3336  HISTORY     - 1984     GOOD             USPSQD
 FX3336  HISTORY     - 1987     GOOD             USPSQD
 FX3336  HISTORY     - 20031108 GOOD             USPSQD
 FX3336
 FX3336                          STATION DESCRIPTION
 FX3336
 FX3336'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3336'STATION RECOVERED IN GOOD CONDITION.
 FX3336
 FX3336                          STATION RECOVERY (1960)
 FX3336
 FX3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3336'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 FX3336'SOUTHEAST CORNER OF HENRY AND WIDE STREETS IN THE CITY OF
 FX3336'NORFOLK.  IT IS A BRICK CHURCH WITH MARBLE DOME ON THE NORTHWEST
 FX3336'CORNER OF THE BUILDING AND IS ABOUT 125 FEET HIGH.
 FX3336
 FX3336                          STATION RECOVERY (1984)
 FX3336
 FX3336'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH)
 FX3336'STATION RECOVERED POOR.
 FX3336'
 FX3336'STATION RECOVERED AS DESCRIBED.  CHURCH IS IN A RUN DOWN CONDITION
 FX3336'AND MAY BE SUBJECT TO DESTRUCTION IN THE NEAR FUTURE.
 FX3336
 FX3336                          STATION RECOVERY (1987)
 FX3336
 FX3336'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAH)
 FX3336'RECOVERED IN GOOD CONDITION.
 FX3336
 FX3336                          STATION RECOVERY (2003)
 FX3336
 FX3336'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0328 ***********************************************************************
 GX0328  DESIGNATION -  CAMBRIA
 GX0328  PID         -  GX0328
 GX0328  STATE/COUNTY-  VA/MONTGOMERY
 GX0328  USGS QUAD   -  BLACKSBURG (1983)
 GX0328
 GX0328                         *CURRENT SURVEY CONTROL
 GX0328  ___________________________________________________________________
 GX0328* NAD 83(1993)-  37 09 02.56119(N)    080 24 20.47440(W)     ADJUSTED  
 GX0328* NAVD 88     -       655.403  (meters)    2150.27   (feet)  ADJUSTED  
 GX0328  ___________________________________________________________________
 GX0328  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 GX0328  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX0328  DYNAMIC HT  -         654.812 (meters)    2148.33  (feet)  COMP
 GX0328  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GX0328
 GX0328  HORZ ORDER  -  SECOND
 GX0328  VERT ORDER  -  SECOND    CLASS 0
 GX0328
 GX0328.The horizontal coordinates were established by classical geodetic methods
 GX0328.and adjusted by the National Geodetic Survey in September 1995..
 GX0328
 GX0328.The orthometric height was determined by differential leveling
 GX0328.and adjusted by the National Geodetic Survey in June 1991..
 GX0328
 GX0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0328
 GX0328.The geoid height was determined by GEOID03.
 GX0328
 GX0328.The dynamic height is computed by dividing the NAVD 88
 GX0328.geopotential number by the normal gravity value computed on the
 GX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0328.degrees latitude (g = 980.6199 gals.).
 GX0328
 GX0328.The modeled gravity was interpolated from observed gravity values.
 GX0328
 GX0328;                    North         East     Units Scale Factor Converg.
 GX0328;SPC VA S     - 1,092,416.516 3,330,726.499   MT  0.99995252   -1 09 23.8
 GX0328;SPC VA S     - 3,584,036.52 10,927,558.52   sFT  0.99995252   -1 09 23.8
 GX0328;UTM  17      - 4,111,756.795   552,775.312   MT  0.99963431   +0 21 32.1
 GX0328
 GX0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0328!SPC VA S     -   0.99990217  x   0.99995252  =   0.99985470
 GX0328!UTM  17      -   0.99990217  x   0.99963431  =   0.99953652
 GX0328
 GX0328:                Primary Azimuth Mark                     Grid Az
 GX0328:SPC VA S     -  CHRISTIANSBURG STA WBCR MAST             287 34 55.5
 GX0328:UTM  17      -  CHRISTIANSBURG STA WBCR MAST             286 03 59.6
 GX0328
 GX0328|---------------------------------------------------------------------|
 GX0328| PID    Reference Object                     Distance      Geod. Az  |
 GX0328|                                                           dddmmss.s |
 GX0328| GX3307 CHRISTIANSBURG STA WBCR MAST        APPROX. 0.9 KM 2862531.7 |
 GX0328| GX0327 CAMBRIA RM 1                         43.480 METERS 32324     |
 GX0328|---------------------------------------------------------------------|
 GX0328
 GX0328                          SUPERSEDED SURVEY CONTROL
 GX0328
 GX0328  NAD 83(1986)-  37 09 02.56652(N)    080 24 20.47903(W) AD(       ) 2
 GX0328  NAD 27      -  37 09 02.09871(N)    080 24 21.31881(W) AD(       ) 2
 GX0328  NGVD 29 (??/??/92)  655.508  (m)         2150.61   (f) ADJ UNCH    2 0
 GX0328
 GX0328.Superseded values are not recommended for survey control.
 GX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0328.See file dsdata.txt to determine how the superseded data were derived.
 GX0328
 GX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5277511757(NAD 83)
 GX0328_MARKER: DS = TRIANGULATION STATION DISK
 GX0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0328_STAMPING: CAMBRIA 1964
 GX0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0328+STABILITY: SURFACE MOTION
 GX0328
 GX0328  HISTORY     - Date     Condition        Report By
 GX0328  HISTORY     - 1964     MONUMENTED       CGS
 GX0328  HISTORY     - 1964     GOOD             CGS
 GX0328
 GX0328                          STATION DESCRIPTION
 GX0328
 GX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX0328'THE STATION IS LOCATED NEAR THE NORTH CITY LIMITS OF CHRISTIANSBURG,
 GX0328'0.45 MILE EAST OF U.S. HIGHWAY 460 ALONG STATE ROUTE 111.
 GX0328'IT IS ON PROPERTY OF THE CONCRETE PRODUCTS COMPANY, INCORPORATED
 GX0328'OF CHRISTIANSBURG AND CAMBRIA, AND IS NEAR THE CAMBRIA WATER
 GX0328'STANDPIPE.
 GX0328'
 GX0328'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIA, GO
 GX0328'NORTH ON STATE ROUTE 111 FOR 0.5 MILE TO THE STATION ON THE
 GX0328'RIGHT AS DESCRIBED.
 GX0328'
 GX0328'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GX0328'WHICH PROJECTS 6-INCHES.  IT IS 143 FEET SOUTHEAST OF THE
 GX0328'STANDPIPE, 37 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 GX0328'STATE ROUTE 111, 3 FEET NORTHEAST OF A FENCE LINE, AND 2.2
 GX0328'FEET NORTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 GX0328'STAMPED CAMBRIA 1964
 GX0328'
 GX0328'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED INTO A
 GX0328'DRILLED HOLE IN THE CONCRETE BASE OF THE STANDPIPE.  IT IS
 GX0328'ON THE SOUTHEAST SIDE OF THE STANDPIPE AND IS STAMPED CAMBRIA
 GX0328'NO 1 1964.  THE ARROW OF THE MARK IS POINTED ABOUT 30 DEGREES
 GX0328'TO THE LEFT OF THE STATION.
 GX0328
 GX0328                          STATION RECOVERY (1964)
 GX0328
 GX0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GX0328'2.1 MI N FROM CHRISTIANSBURG.
 GX0328'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0328'IN CHRISTIANSBURG TO STATE HIGHWAY 111, THENCE EAST ON STATE
 GX0328'HIGHWAY 111 FOR 0.4 MILE TO THE MARK SET IN THE TOP OF A CONCRETE
 GX0328'POST PROJECTING 6 INCHES, 143 FEET SOUTHEAST OF A METAL STANDPIPE,
 GX0328'37 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 111,
 GX0328'3 FEET NORTHEAST OF A FENCE LINE, 2.2 FEET NORTH OF A METAL
 GX0328'WITNESS SIGN AND IF ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0327 ***********************************************************************
 GX0327  DESIGNATION -  CAMBRIA RM 1
 GX0327  PID         -  GX0327
 GX0327  STATE/COUNTY-  VA/MONTGOMERY
 GX0327  USGS QUAD   -  BLACKSBURG (1983)
 GX0327
 GX0327                         *CURRENT SURVEY CONTROL
 GX0327  ___________________________________________________________________
 GX0327* NAD 83(1986)-  37 09 02.     (N)    080 24 20.     (W)     SCALED    
 GX0327* NAVD 88     -       656.086  (meters)    2152.51   (feet)  ADJUSTED  
 GX0327  ___________________________________________________________________
 GX0327  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GX0327  DYNAMIC HT  -         655.495 (meters)    2150.57  (feet)  COMP
 GX0327  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GX0327
 GX0327  VERT ORDER  -  SECOND    CLASS 0
 GX0327
 GX0327.The horizontal coordinates were scaled from a topographic map and have
 GX0327.an estimated accuracy of +/- 6 seconds.
 GX0327
 GX0327.The orthometric height was determined by differential leveling
 GX0327.and adjusted by the National Geodetic Survey in June 1991..
 GX0327
 GX0327.The geoid height was determined by GEOID03.
 GX0327
 GX0327.The dynamic height is computed by dividing the NAVD 88
 GX0327.geopotential number by the normal gravity value computed on the
 GX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0327.degrees latitude (g = 980.6199 gals.).
 GX0327
 GX0327.The modeled gravity was interpolated from observed gravity values.
 GX0327
 GX0327;                    North         East    Units  Estimated Accuracy
 GX0327;SPC VA S     - 1,092,400.    3,330,740.      MT  (+/- 180 meters Scaled)
 GX0327
 GX0327                          SUPERSEDED SURVEY CONTROL
 GX0327
 GX0327  NGVD 29 (??/??/92)  656.191  (m)         2152.85   (f) ADJ UNCH    2 0
 GX0327
 GX0327.Superseded values are not recommended for survey control.
 GX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0327.See file dsdata.txt to determine how the superseded data were derived.
 GX0327
 GX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB527117(NAD 83)
 GX0327_MARKER: DR = REFERENCE MARK DISK
 GX0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0327_SP_SET: FOUNDATION
 GX0327_STAMPING: CAMBRIA NO 1 1964
 GX0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0327
 GX0327  HISTORY     - Date     Condition        Report By
 GX0327  HISTORY     - 1964     MONUMENTED       CGS
 GX0327
 GX0327                          STATION DESCRIPTION
 GX0327
 GX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0327'2.1 MI N FROM CHRISTIANSBURG.
 GX0327'AT THE CAMBRIA STATION SITE-- SET IN THE SOUTHEAST BASE OF THE
 GX0327'METAL STANDPIPE, 40 FEET NORTHEAST OF THE HIGHWAY.  ARROW ON THE
 GX0327'MARK IS POINTED 30 DEGREES TO THE LEFT OF THE STATION, AND IS
 GX0327'ABOUT LEVEL WITH THE HIGHWAY, 142.65 FEET NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1925 ***********************************************************************
 FZ1925  DESIGNATION -  CAMP
 FZ1925  PID         -  FZ1925
 FZ1925  STATE/COUNTY-  VA/CARROLL
 FZ1925  USGS QUAD   -  AUSTINVILLE (1982)
 FZ1925
 FZ1925                         *CURRENT SURVEY CONTROL
 FZ1925  ___________________________________________________________________
 FZ1925* NAD 83(1993)-  36 49 36.87116(N)    080 53 29.75730(W)     ADJUSTED  
 FZ1925* NAVD 88     -       916.85   (+/-2cm)    3008.0    (feet)  VERTCON   
 FZ1925  ___________________________________________________________________
 FZ1925  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FZ1925  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FZ1925
 FZ1925  HORZ ORDER  -  SECOND
 FZ1925  VERT ORDER  -  THIRD ? (See Below)
 FZ1925
 FZ1925.The horizontal coordinates were established by classical geodetic methods
 FZ1925.and adjusted by the National Geodetic Survey in September 1995..
 FZ1925
 FZ1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1925.The vertical order pertains to the NGVD 29 superseded value.
 FZ1925
 FZ1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1925
 FZ1925.The geoid height was determined by GEOID03.
 FZ1925
 FZ1925;                    North         East     Units Scale Factor Converg.
 FZ1925;SPC VA S     - 1,057,476.722 3,286,663.219   MT  0.99998961   -1 27 05.5
 FZ1925;SPC VA S     - 3,469,404.88 10,782,994.24   sFT  0.99998961   -1 27 05.5
 FZ1925;UTM  17      - 4,075,676.547   509,666.893   MT  0.99960115   +0 03 53.9
 FZ1925
 FZ1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1925!SPC VA S     -   0.99986112  x   0.99998961  =   0.99985073
 FZ1925!UTM  17      -   0.99986112  x   0.99960115  =   0.99946232
 FZ1925
 FZ1925:                Primary Azimuth Mark                     Grid Az
 FZ1925:SPC VA S     -  SHEPHERD                                 009 24 45.9
 FZ1925:UTM  17      -  SHEPHERD                                 007 53 46.5
 FZ1925
 FZ1925|---------------------------------------------------------------------|
 FZ1925| PID    Reference Object                     Distance      Geod. Az  |
 FZ1925|                                                           dddmmss.s |
 FZ1925| FZ0583 SHEPHERD                            APPROX. 5.9 KM 0075740.4 |
 FZ1925| DC5058 CAMP RM 2                             9.537 METERS 06957     |
 FZ1925| DC5057 CAMP RM 1                             9.921 METERS 34436     |
 FZ1925|---------------------------------------------------------------------|
 FZ1925
 FZ1925                          SUPERSEDED SURVEY CONTROL
 FZ1925
 FZ1925  NAD 83(1986)-  36 49 36.87587(N)    080 53 29.75584(W) AD(       ) 2
 FZ1925  NAD 27      -  36 49 36.42901(N)    080 53 30.48014(W) AD(       ) 2
 FZ1925  NGVD 29 (07/19/86)  916.96   (m)         3008.4    (f) LEVELING    3  
 FZ1925
 FZ1925.Superseded values are not recommended for survey control.
 FZ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1925.See file dsdata.txt to determine how the superseded data were derived.
 FZ1925
 FZ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0966775677(NAD 83)
 FZ1925_MARKER: DE = TRAVERSE STATION DISK
 FZ1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1925
 FZ1925  HISTORY     - Date     Condition        Report By
 FZ1925  HISTORY     - 1963     MONUMENTED       CGS
 FZ1925
 FZ1925                          STATION DESCRIPTION
 FZ1925
 FZ1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1925'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF HILLSVILLE AND
 FZ1925'ABOUT 2 MILES WEST OF POPLAR CAMP, ON POPLAR CAMP MOUNTAIN.
 FZ1925'THE STATION IS ON THE PROPERTY OF THE PRESCOTT HEIRS.
 FZ1925'
 FZ1925'TO REACH THE STATION FROM THE SMALL COMMUNITY OF POPLAR CAMP,
 FZ1925'WHICH IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 FZ1925'HIGHWAY 69, GO WEST ON STATE HIGHWAY 69 FOR 0.15 MILE TO
 FZ1925'A FORK, TAKE LEFT FORK FOR 3.4 MILE TO A SIDE ROAD LEFT,
 FZ1925'COUNTY ROUTE 636, TURN LEFT AND GO 1.5 MILE TO A CROSS ROAD AT
 FZ1925'LAMBERTS GROCERY AND FILLING STATION, TURN SHARP LEFT AND GO
 FZ1925'2.2 MILE TO THE CREST OF RIDGE AND ROAD TO THE LEFT, TURN
 FZ1925'LEFT AND GO ABOUT 50 YARDS TO A GATE, PASS TO THE LEFT OF
 FZ1925'GATE AND GO 2.2 MILE ON A TRACK ROAD, THROUGH PASTURE AND
 FZ1925'WOODS TO A POLE GATE, CONTINUE 0.1 MILE TO OPEN AREA AND
 FZ1925'STATION ON THE RIGHT.
 FZ1925'
 FZ1925'THE STATION MARK IS 5.9 FEET NORTHEAST OF A METAL WITNESS
 FZ1925'POST, AND IS SET ON THE EASTERN SLOPE OF HILL IN A SMALL
 FZ1925'CLEARING.  IT IS A STANDARD TRAVERSE DISK, STAMPED CAMP 1963,
 FZ1925'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FZ1925'
 FZ1925'REFERENCE MARK NO. 1 IS 34.6 FEET NORTH OF A METAL WITNESS
 FZ1925'POST, 11 FEET SOUTH OF A 10-INCH TREE WITH A TRIANGLE BLAZE,
 FZ1925'ABOUT 2 FEET LOWER THAN THE STATION MARK AND IS STAMPED CAMP
 FZ1925'NO. 1 1963.
 FZ1925'
 FZ1925'REFERENCE MARK NO. 2 IS 37.4 FEET EAST OF A METAL WITNESS
 FZ1925'POST, ABOUT 4 FEET LOWER THAN THE STATION ON THE EASTERN SLOPE
 FZ1925'OF THE HILL AND IS STAMPED CAMP NO. 2 1963.
 FZ1925'
 FZ1925'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 43.3
 FZ1925'FEET.
 FZ1925'
 FZ1925'TRAVERSE STATION SHEPHERD WILL SERVE AS AN AZIMUTH MARK.  SEE
 FZ1925'DESCRIPTION THEROF.
 FZ1925'
 FZ1925'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5105 ***********************************************************************
 GV5105  DESIGNATION -  CAMP
 GV5105  PID         -  GV5105
 GV5105  STATE/COUNTY-  VA/KING WILLIAM
 GV5105  USGS QUAD   -  KING WILLIAM (1984)
 GV5105
 GV5105                         *CURRENT SURVEY CONTROL
 GV5105  ___________________________________________________________________
 GV5105* NAD 83(1993)-  37 43 19.19381(N)    077 02 13.36446(W)     ADJUSTED  
 GV5105* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5105  ___________________________________________________________________
 GV5105  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 GV5105  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GV5105
 GV5105  HORZ ORDER  -  THIRD
 GV5105
 GV5105.The horizontal coordinates were established by classical geodetic methods
 GV5105.and adjusted by the National Geodetic Survey in November 1994..
 GV5105
 GV5105.The orthometric height was scaled from a topographic map.
 GV5105
 GV5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5105
 GV5105.The geoid height was determined by GEOID03.
 GV5105
 GV5105;                    North         East     Units Scale Factor Converg.
 GV5105;SPC VA S     - 1,155,108.846 3,628,968.689   MT  0.99996449   +0 53 16.5
 GV5105;SPC VA S     - 3,789,719.61 11,906,041.44   sFT  0.99996449   +0 53 16.5
 GV5105;UTM  18      - 4,176,923.961   320,470.193   MT  0.99999700   -1 14 48.0
 GV5105
 GV5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5105!SPC VA S     -   1.00000533  x   0.99996449  =   0.99996982
 GV5105!UTM  18      -   1.00000533  x   0.99999700  =   1.00000233
 GV5105
 GV5105:                Primary Azimuth Mark                     Grid Az
 GV5105:SPC VA S     -  BELL                                     045 16 39.0
 GV5105:UTM  18      -  BELL                                     047 24 43.5
 GV5105
 GV5105|---------------------------------------------------------------------|
 GV5105| PID    Reference Object                     Distance      Geod. Az  |
 GV5105|                                                           dddmmss.s |
 GV5105| GV5101 BELL                                455.709 METERS 0460955.5 |
 GV5105| GV5106 CANNING HOUSE SMOKE STK STACK       APPROX. 1.2 KM 0755722.1 |
 GV5105| DC5214 CAMP RM 1                                          21633     |
 GV5105| GV5117 NORTH                               APPROX. 0.6 KM 3235435.5 |
 GV5105|---------------------------------------------------------------------|
 GV5105
 GV5105                          SUPERSEDED SURVEY CONTROL
 GV5105
 GV5105  NAD 83(1986)-  37 43 19.19625(N)    077 02 13.38285(W) AD(       ) 3
 GV5105  NAD 27      -  37 43 18.69500(N)    077 02 14.51400(W) AD(       ) 3
 GV5105
 GV5105.Superseded values are not recommended for survey control.
 GV5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5105.See file dsdata.txt to determine how the superseded data were derived.
 GV5105
 GV5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2047076924(NAD 83)
 GV5105_MARKER: P = PIPE CAP
 GV5105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5105_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5105
 GV5105  HISTORY     - Date     Condition        Report By
 GV5105  HISTORY     - 1912     MONUMENTED       CGS
 GV5105  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5105  HISTORY     - 20031120 MARK NOT FOUND   USPSQD
 GV5105
 GV5105                          STATION DESCRIPTION
 GV5105
 GV5105'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5105'STATION IS ON THE RIGHT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5105'ABOUT 300 METERS ABOVE WHITE BANK LANDING, NEAR LOW WATER
 GV5105'CONTOUR ON MUDDY MARSH BUT SOLID BELOW, ABOUT 100 METERS
 GV5105'OUT FROM HIGH WOODED BANK.
 GV5105'
 GV5105'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SPREAD AT LOWER
 GV5105'END, SET AND FILLED WITH CEMENT, PROJECTING 10 INCHES ABOVE
 GV5105'SURFACE AND SURMOUNTED BY BRASS CAP SCREWED DOWN, BEARING
 GV5105'EXPLANATORY LEGEND.
 GV5105'
 GV5105'REFERENCE MARK NO. 1 IS NAIL IN A 2- BY 4-INCH PINE STAKE
 GV5105'ABOUT 3 FEET LONG DRIVEN TO 8 INCHES ABOVE SURFACE, SURMOUNTED
 GV5105'BY A CONE OF EARTH, SODS AND MOAT, DISTANT 39.49 METERS,
 GV5105'252 DEG 38 MIN 16.0 SEC TO RIGHT OF LINE TO STATION NORTH.
 GV5105
 GV5105                          STATION RECOVERY (1999)
 GV5105
 GV5105'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5105'MARK NOT FOUND.
 GV5105
 GV5105                          STATION RECOVERY (2003)
 GV5105
 GV5105'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0308 ***********************************************************************
 HV0308  DESIGNATION -  CAMP
 HV0308  PID         -  HV0308
 HV0308  STATE/COUNTY-  VA/ARLINGTON
 HV0308  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0308
 HV0308                         *CURRENT SURVEY CONTROL
 HV0308  ___________________________________________________________________
 HV0308* NAD 83(1993)-  38 54 17.62465(N)    077 05 28.00530(W)     ADJUSTED  
 HV0308* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV0308  ___________________________________________________________________
 HV0308  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 HV0308  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV0308
 HV0308  HORZ ORDER  -  SECOND
 HV0308
 HV0308.The horizontal coordinates were established by classical geodetic methods
 HV0308.and adjusted by the National Geodetic Survey in November 1994..
 HV0308
 HV0308.The orthometric height was scaled from a topographic map.
 HV0308
 HV0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0308
 HV0308.The geoid height was determined by GEOID03.
 HV0308
 HV0308;                    North         East     Units Scale Factor Converg.
 HV0308;SPC VA N     - 2,138,381.346 3,622,200.494   MT  0.99996093   +0 52 45.5
 HV0308;SPC VA N     - 7,015,672.80 11,883,836.12   sFT  0.99996093   +0 52 45.5
 HV0308;SPC MD       -   137,452.711   392,097.086   MT  0.99994998   -0 03 25.9
 HV0308;SPC MD       -   450,959.44  1,286,405.19   sFT  0.99994998   -0 03 25.9
 HV0308;UTM  18      - 4,308,301.429   318,676.151   MT  1.00000487   -1 18 49.1
 HV0308
 HV0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0308!SPC VA N     -   1.00000489  x   0.99996093  =   0.99996582
 HV0308!SPC MD       -   1.00000489  x   0.99994998  =   0.99995487
 HV0308!UTM  18      -   1.00000489  x   1.00000487  =   1.00000976
 HV0308
 HV0308:                Primary Azimuth Mark                     Grid Az
 HV0308:SPC VA N     -  YELLOW HOUSE RED ROOF CHIMNEY            080 23 57.3
 HV0308:SPC MD       -  YELLOW HOUSE RED ROOF CHIMNEY            081 20 08.7
 HV0308:UTM  18      -  YELLOW HOUSE RED ROOF CHIMNEY            082 35 31.9
 HV0308
 HV0308|---------------------------------------------------------------------|
 HV0308| PID    Reference Object                     Distance      Geod. Az  |
 HV0308|                                                           dddmmss.s |
 HV0308| HV4378 YELLOW HOUSE RED ROOF CHIMNEY       APPROX. 0.7 KM 0811642.8 |
 HV0308| DC6767 CAMP RM 1                             5.487 METERS 08135     |
 HV0308| HV3961 GEORGETOWN UNIV LOWER SPIRE         APPROX. 1.6 KM 0820745.8 |
 HV0308| HV4195 BRIDGE USE 1924                     APPROX. 1.8 KM 1005709.4 |
 HV0308| HV3560 HAH                                 408.515 METERS 1172422.9 |
 HV0308| HV3561 BOUNDARY WITNESS MK 4 DC VA         412.007 METERS 1175252.1 |
 HV0308| DC6768 CAMP WM 1                             8.854 METERS 18519     |
 HV0308| HV1182 LEDGE                               APPROX. 0.5 KM 3022150.1 |
 HV0308| HV1823 VOIR                                APPROX. 0.5 KM 3564820.6 |
 HV0308|---------------------------------------------------------------------|
 HV0308
 HV0308                          SUPERSEDED SURVEY CONTROL
 HV0308
 HV0308  NAD 83(1993)-  38 54 17.62342(N)    077 05 28.00691(W) AD(       ) 2
 HV0308  NAD 83(1986)-  38 54 17.62324(N)    077 05 28.01696(W) AD(       ) 2
 HV0308  NAD 27      -  38 54 17.22200(N)    077 05 29.08800(W) AD(       ) 2
 HV0308
 HV0308.Superseded values are not recommended for survey control.
 HV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0308.See file dsdata.txt to determine how the superseded data were derived.
 HV0308
 HV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1867608301(NAD 83)
 HV0308_MARKER: DD = SURVEY DISK
 HV0308_SETTING: 66 = SET IN ROCK OUTCROP
 HV0308
 HV0308  HISTORY     - Date     Condition        Report By
 HV0308  HISTORY     - 1925     MONUMENTED       USE
 HV0308  HISTORY     - 1935     GOOD             CGS
 HV0308  HISTORY     - 1946     GOOD             CGS
 HV0308  HISTORY     - 1946     GOOD             CGS
 HV0308  HISTORY     - 1974     GOOD             NGS
 HV0308
 HV0308                          STATION DESCRIPTION
 HV0308
 HV0308'DESCRIBED BY US ENGINEERS 1925 (GLB)
 HV0308'SITUATED ON A ROCKY POINT ABOUT 1 MILE W OF KEY BRIDGE ON THE
 HV0308'VIRGINIA SIDE OF THE POTOMAC RIVER, JUST SE OF A SMALL BIGHT.
 HV0308'IT IS ON A SOLID LEDGE ABOUT 3 FEET ABOVE HIGH WATER AND CLOSE
 HV0308'TO THE WATERS EDGE.  THE TRAIL ALONG THE RIVER PASSES ABOUT 40
 HV0308'FEET INSHORE AND SOMEWHAT HIGHER.
 HV0308'
 HV0308'THE STATION IS MARKED BY A U.S. ENGINEERS MARK SET IN A DRILL
 HV0308'HOLE WITH CEMENT, IN OUTCROPPING BEDROCK AND SURROUNDED BY A
 HV0308'TRIANGLE CHISELED IN THE ROCK.
 HV0308'
 HV0308'REFERENCE MARK NO. 1 IS A REGULAR REFERENCE MARK SET IN A
 HV0308'DEPRESSION IN THE LEDGE WITH CEMENT ABOUT 20 FEET OUTSIDE AND 2
 HV0308'FEET HIGHER THAN THE CENTER MARK.
 HV0308'
 HV0308'WITNESS MARK NO. 1 IS A BLAZE ON A LEANING TREE BESIDE THE TRAIL.
 HV0308'THE TREE IS ABOUT 1 FOOT IN DIAMETER.
 HV0308
 HV0308                          STATION RECOVERY (1935)
 HV0308
 HV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV0308'THE STATION AND REFERENCE MARKS WERE RECOVERED, AND THE DISTANCE
 HV0308'TO THE REFERENCE MARK WAS CHECKED WITHIN 0.05 FOOT.
 HV0308'
 HV0308'THE DIRECTION AND DISTANCE TO THE REFERENCE MARK AS OBSERVED
 HV0308'BY THIS PARTY IS GIVEN BELOW--
 HV0308
 HV0308                          STATION RECOVERY (1946)
 HV0308
 HV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0308'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN
 HV0308'GOOD CONDITION.  DESCRIPTION ADEQUATE.
 HV0308
 HV0308                          STATION RECOVERY (1946)
 HV0308
 HV0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CRR)
 HV0308'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HV0308'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NO DISTANCES OR
 HV0308'DIRECTIONS TO MARKS WERE TAKEN AT THIS TIME.  A COMPLETE NEW
 HV0308'DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON A ROCKY POINT ABOUT
 HV0308'1 MILE ABOVE THE KEY BRIDGE ON THE VIRGINIA SIDE OF THE RIVER.
 HV0308'THE MARK IS A U.S. ENGINEERS BRASS DISK SET IN A DRILL HOLE IN
 HV0308'OUTCROPPING BEDROCK ABOUT 15 FEET FROM SHORE.
 HV0308
 HV0308                          STATION RECOVERY (1974)
 HV0308
 HV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWJ)
 HV0308'RECOVERED AS DESCRIBED BY CRR IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0945 ***********************************************************************
 FW0945  DESIGNATION -  CAMP
 FW0945  PID         -  FW0945
 FW0945  STATE/COUNTY-  VA/NORTHAMPTON
 FW0945  USGS QUAD   -  TOWNSEND (1989)
 FW0945
 FW0945                         *CURRENT SURVEY CONTROL
 FW0945  ___________________________________________________________________
 FW0945* NAD 83(1993)-  37 08 33.05498(N)    075 58 24.67650(W)     ADJUSTED  
 FW0945* NAVD 88     -                                                        
 FW0945  ___________________________________________________________________
 FW0945  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FW0945  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FW0945
 FW0945  HORZ ORDER  -  THIRD
 FW0945
 FW0945.The horizontal coordinates were established by classical geodetic methods
 FW0945.and adjusted by the National Geodetic Survey in September 1995..
 FW0945
 FW0945
 FW0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0945
 FW0945.The geoid height was determined by GEOID03.
 FW0945
 FW0945;                    North         East     Units Scale Factor Converg.
 FW0945;SPC VA S     - 1,092,801.675 3,724,428.359   MT  0.99995307   +1 32 00.2
 FW0945;SPC VA S     - 3,585,300.16 12,219,228.71   sFT  0.99995307   +1 32 00.2
 FW0945;UTM  18      - 4,111,125.771   413,540.701   MT  0.99969208   -0 35 16.3
 FW0945
 FW0945                          SUPERSEDED SURVEY CONTROL
 FW0945
 FW0945  NAD 83(1986)-  37 08 33.05702(N)    075 58 24.71260(W) AD(       ) 4
 FW0945  NAD 27      -  37 08 32.54400(N)    075 58 25.95900(W) AD(       ) 3
 FW0945
 FW0945.Superseded values are not recommended for survey control.
 FW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0945.See file dsdata.txt to determine how the superseded data were derived.
 FW0945
 FW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1354111126(NAD 83)
 FW0945
 FW0945  HISTORY     - Date     Condition        Report By
 FW0945  HISTORY     - 1914     MONUMENTED       CGS
 FW0945  HISTORY     - 1953     MARK NOT FOUND   CGS
 FW0945
 FW0945                          STATION DESCRIPTION
 FW0945
 FW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (OWF)
 FW0945'STATION IS A HYDROGRAPHIC SIGNAL.  IT IS LOCATED ON A HIGH
 FW0945'BANK, 12 METERS BACK AND ABOUT TWO MILES N OF FISHERMAN INLET.
 FW0945'
 FW0945'REFERENCE MARK IS A CEMENT BLOCK 7 BY 7 BY 30 INCHES WITH
 FW0945'A NAIL IN THE CENTER, 52.90 FEET DISTANT FROM SIGNAL.  THE
 FW0945'BLOCK IS REFERENCED BY TWO 15-INCH PINES WHICH ARE BLAZED.
 FW0945
 FW0945                          STATION RECOVERY (1953)
 FW0945
 FW0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0945'STATION NOT RECOVERED.  ORIGINAL DESCRIPTION INADEQUATE FOR
 FW0945'PRESENT DAY RECOVERY.  THIS STATION IS BELIEVED TO BE LOST
 FW0945'THROUGH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4067 ***********************************************************************
 FX4067  DESIGNATION -  CAMP
 FX4067  PID         -  FX4067
 FX4067  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4067  USGS QUAD   -  FRANKLIN (1986)
 FX4067
 FX4067                         *CURRENT SURVEY CONTROL
 FX4067  ___________________________________________________________________
 FX4067* NAD 83(1993)-  36 37 54.02374(N)    076 55 59.76793(W)     ADJUSTED  
 FX4067* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 FX4067  ___________________________________________________________________
 FX4067  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 FX4067  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 FX4067
 FX4067  HORZ ORDER  -  FIRST
 FX4067
 FX4067.The horizontal coordinates were established by classical geodetic methods
 FX4067.and adjusted by the National Geodetic Survey in September 1995..
 FX4067
 FX4067.The orthometric height was scaled from a topographic map.
 FX4067
 FX4067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4067
 FX4067.The geoid height was determined by GEOID03.
 FX4067
 FX4067;                    North         East     Units Scale Factor Converg.
 FX4067;SPC VA S     - 1,034,271.111 3,640,124.520   MT  1.00002724   +0 57 03.2
 FX4067;SPC VA S     - 3,393,271.14 11,942,641.86   sFT  1.00002724   +0 57 03.2
 FX4067;SPC NC       -   321,622.201   794,464.722   MT  1.00016304   +1 11 34.3
 FX4067;SPC NC       - 1,055,188.84  2,606,506.34   sFT  1.00016304   +1 11 34.3
 FX4067;UTM  18      - 4,055,754.313   327,149.665   MT  0.99996810   -1 09 13.7
 FX4067
 FX4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4067!SPC VA S     -   1.00000436  x   1.00002724  =   1.00003160
 FX4067!SPC NC       -   1.00000436  x   1.00016304  =   1.00016740
 FX4067!UTM  18      -   1.00000436  x   0.99996810  =   0.99997246
 FX4067
 FX4067:                Primary Azimuth Mark                     Grid Az
 FX4067:SPC VA S     -  FRANKLIN BLACK FLAT TOP TANK             009 06 24.2
 FX4067:SPC NC       -  FRANKLIN BLACK FLAT TOP TANK             008 51 53.1
 FX4067:UTM  18      -  FRANKLIN BLACK FLAT TOP TANK             011 12 41.1
 FX4067
 FX4067|---------------------------------------------------------------------|
 FX4067| PID    Reference Object                     Distance      Geod. Az  |
 FX4067|                                                           dddmmss.s |
 FX4067| FX4068 FRANKLIN BLACK FLAT TOP TANK        APPROX. 5.5 KM 0100327.4 |
 FX4067| DC8122 CAMP RM 1                            54.047 METERS 04211     |
 FX4067| DC8123 CAMP RM 2 AZIMUTH                                  1511935.9 |
 FX4067| DC8124 CAMP RM 3                            36.530 METERS 16157     |
 FX4067|---------------------------------------------------------------------|
 FX4067
 FX4067                          SUPERSEDED SURVEY CONTROL
 FX4067
 FX4067  NAD 83(1986)-  36 37 54.03188(N)    076 55 59.78563(W) AD(       ) 1
 FX4067  NAD 27      -  36 37 53.49400(N)    076 56 00.92300(W) AD(       ) 1
 FX4067
 FX4067.Superseded values are not recommended for survey control.
 FX4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4067.See file dsdata.txt to determine how the superseded data were derived.
 FX4067
 FX4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2715055754(NAD 83)
 FX4067_MARKER: DS = TRIANGULATION STATION DISK
 FX4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4067
 FX4067  HISTORY     - Date     Condition        Report By
 FX4067  HISTORY     - 1933     MONUMENTED       CGS
 FX4067  HISTORY     - 1960     GOOD             CGS
 FX4067  HISTORY     - 1963     GOOD             USGS
 FX4067
 FX4067                          STATION DESCRIPTION
 FX4067
 FX4067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4067'STATION IS 3-1/4 MILES SOUTH OF FRANKLIN, 9 MILES WEST-SOUTHWEST
 FX4067'OF HOLLAND, AND 6.1 MILES NORTH OF VIRGINIA-NORTH CAROLINA
 FX4067'STATE LINE, ON LAND OWNED BY J.M. CAMP AND OCCUPIED BY E.P.
 FX4067'LOWE, TENANT.
 FX4067'
 FX4067'TO REACH FROM FRANKLIN, GO SOUTH 2 MILES ON
 FX4067'UNITED STATES ROUTE 158 TO FOUR BROTHERS CAFE, AND CONTINUE
 FX4067'SOUTH 1.85 MILES ON SAME HIGHWAY OR 0.2 MILE BEYOND LONG LOW
 FX4067'DAIRY BARN ON EAST SIDE OF ROAD TO STATION SITE IN E.P.
 FX4067'LOWES YARD.  STATION IS IN NORTHWEST CORNER OF YARD, 58 FEET
 FX4067'NORTH OF CENTER OF GATE, 77 FEET EAST OF NORTHWEST CORNER OF
 FX4067'YARD AT FENCE LINE INTERSECTION, AND 50 FEET NORTH OF CENTER
 FX4067'LINE OF ROUTE 158.
 FX4067'
 FX4067'SURFACE AND UNDERGROUND MARKS ARE
 FX4067'STANDARD DISK STATION MARKS IN CONCRETE.
 FX4067'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 FX4067'
 FX4067'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF FENCE ON NORTHWEST
 FX4067'SIDE OF YARD, 76 FEET WEST OF CENTER LINE OF DRIVEWAY TO
 FX4067'HOUSE, 230 FEET NORTH OF HIGHWAY, AND 177.32 FEET FROM
 FX4067'STATION N 42 DEG 11 MIN E.
 FX4067'
 FX4067'REFERENCE MARK NO. 2 IS 25 FEET
 FX4067'SOUTHWEST OF CENTER LINE OF HIGHWAY, 18 FEET SOUTH-SOUTHEAST
 FX4067'OF FARM LANE LEADING NORTHWEST FROM HIGHWAY, 65 FEET
 FX4067'SOUTHEAST OF LONE PINE TREE ON SOUTHEAST OF FARM LANE IN
 FX4067'NORTHEAST CORNER OF SMALL CULTIVATED FIELD, AND
 FX4067'APPROXIMATELY 0.25 MILE FROM STATION S 28 DEG 40 MIN E.
 FX4067'
 FX4067'REFERENCE MARK NO. 3 IS 63 FEET SOUTH OF CENTER OF ENTRANCE
 FX4067'GATE, 3 FEET NORTHEAST OF T-POLE AT SOUTHWEST CORNER OF YARD,
 FX4067'26 FEET EAST OF CENTER LINE OF HIGHWAY, AND 119.85 FEET FROM
 FX4067'S 19 DEG 03 MIN E.
 FX4067
 FX4067                          STATION RECOVERY (1960)
 FX4067
 FX4067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4067'STATION AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN GOOD
 FX4067'CONDITION.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND
 FX4067'LYING IN THE DITCH AND THE DISK WAS RECLAIMED.  A COMPLETE
 FX4067'NEW DESCRIPTION FOLLOWS--
 FX4067'
 FX4067'STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF FRANKLIN ON THE
 FX4067'EAST SIDE OF U.S. HIGHWAY 258.  IT IS 56 FEET NORTH OF THE
 FX4067'CENTER OF THE GATE, 51 FEET EAST OF HIGHWAY 258, 27 FEET NORTH
 FX4067'OF A 6 INCH OAK TREE AND 20 FEET EAST OF A BOARD FENCELINE.
 FX4067'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FX4067'CAMP 1933.
 FX4067'
 FX4067'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS
 FX4067'75 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 39.5 FEET EAST
 FX4067'OF A TELEPHONE POLE AND 31 FEET NORTH OF AN 8 INCH OAK TREE
 FX4067'(FOURTH FROM THE ROAD).  THE MARK PROJECTS 6 INCHES AND THE DISK
 FX4067'IS STAMPED CAMP NO 1 1933.
 FX4067'
 FX4067'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION.  IT IS 63
 FX4067'FEET SOUTH OF THE CENTER OF THE GATE, 26 FEET EAST OF THE
 FX4067'CENTER OF HIGHWAY 258, 12.5 FEET NORTH OF POWERPOLE NO. 58
 FX4067'AND 6.5 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT
 FX4067'4 INCHES AND THE DISK IS STAMPED CAMP NO 3 1933.
 FX4067'
 FX4067'TO REACH THE STATION FROM THE DEPOT IN FRANKLIN, GO EAST AND
 FX4067'SOUTH ON U.S. HIGHWAY 258 FOR 4.1 MILES TO THE STATION ON
 FX4067'THE LEFT AS DESCRIBED.
 FX4067
 FX4067                          STATION RECOVERY (1963)
 FX4067
 FX4067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX4067'STATION, RMS 1, 2, AND 3, WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1331 ***********************************************************************
 FW1331  DESIGNATION -  CAMP 1942
 FW1331  PID         -  FW1331
 FW1331  STATE/COUNTY-  VA/ACCOMACK
 FW1331  USGS QUAD   -  CHESCONESSEX (1986)
 FW1331
 FW1331                         *CURRENT SURVEY CONTROL
 FW1331  ___________________________________________________________________
 FW1331* NAD 83(1993)-  37 46 44.42652(N)    075 46 20.88074(W)     ADJUSTED  
 FW1331* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1331  ___________________________________________________________________
 FW1331  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FW1331  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 FW1331
 FW1331  HORZ ORDER  -  THIRD
 FW1331
 FW1331.The horizontal coordinates were established by classical geodetic methods
 FW1331.and adjusted by the National Geodetic Survey in November 1994..
 FW1331
 FW1331.The orthometric height was scaled from a topographic map.
 FW1331
 FW1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1331
 FW1331.The geoid height was determined by GEOID03.
 FW1331
 FW1331;                    North         East     Units Scale Factor Converg.
 FW1331;SPC VA S     - 1,163,907.682 3,740,242.707   MT  0.99997113   +1 39 19.5
 FW1331;SPC VA S     - 3,818,587.12 12,271,112.95   sFT  0.99997113   +1 39 19.5
 FW1331;UTM  18      - 4,181,576.817   431,975.937   MT  0.99965699   -0 28 23.7
 FW1331
 FW1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1331!SPC VA S     -   1.00000559  x   0.99997113  =   0.99997672
 FW1331!UTM  18      -   1.00000559  x   0.99965699  =   0.99966258
 FW1331
 FW1331:                Primary Azimuth Mark                     Grid Az
 FW1331:SPC VA S     -  PARKSLEY TANK                            084 58 50.7
 FW1331:UTM  18      -  PARKSLEY TANK                            087 06 33.9
 FW1331
 FW1331|---------------------------------------------------------------------|
 FW1331| PID    Reference Object                     Distance      Geod. Az  |
 FW1331|                                                           dddmmss.s |
 FW1331| FW1094 PARKSLEY TANK                       APPROX.10.8 KM 0863810.2 |
 FW1331| FW1348 WATTS ISLAND LIGHTHOUSE 1849        APPROX.10.6 KM 2720341.1 |
 FW1331|---------------------------------------------------------------------|
 FW1331
 FW1331                          SUPERSEDED SURVEY CONTROL
 FW1331
 FW1331  NAD 83(1993)-  37 46 44.42478(N)    075 46 20.89519(W) AD(       ) 3
 FW1331  NAD 83(1986)-  37 46 44.42613(N)    075 46 20.91552(W) AD(       ) 3
 FW1331  NAD 27      -  37 46 43.95800(N)    075 46 22.16700(W) AD(       ) 3
 FW1331
 FW1331.Superseded values are not recommended for survey control.
 FW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1331.See file dsdata.txt to determine how the superseded data were derived.
 FW1331
 FW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3197681577(NAD 83)
 FW1331_MARKER: DS = TRIANGULATION STATION DISK
 FW1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1331+STABILITY: SURFACE MOTION
 FW1331
 FW1331  HISTORY     - Date     Condition        Report By
 FW1331  HISTORY     - 1942     MONUMENTED       CGS
 FW1331  HISTORY     - 1953     GOOD             CGS
 FW1331  HISTORY     - 1957     GOOD             CGS
 FW1331
 FW1331                          STATION DESCRIPTION
 FW1331
 FW1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FLG)
 FW1331'STATION IS LOCATED ABOUT 5 MILES NORTH OF ONANCOCK, 1 MILE
 FW1331'NW OF THE VILLAGE OF DEEP CREEK, AT THE S SIDE OF ISLAND BAY,
 FW1331'ON THE SE END OF LONG RIDGE, AND 250 FEET SE OF THE SE END OF
 FW1331'A LONG NARROW GROVE OF TREES.  THE STATION IS SET IN MARSHY
 FW1331'GROUND WHICH IS COVERED BY ABOUT 2 INCHES OF WATER AT EXTREME
 FW1331'HIGH TIDE.  THE MARK IS A STANDARD DISK TRIANGULATION STATION
 FW1331'MARK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT
 FW1331'WHICH EXTENDS 4 INCHES ABOVE THE GROUND.  MARK IS STAMPED
 FW1331'CAMP 1942.
 FW1331'
 FW1331'REFERENCE MARK 1 IS LOCATED 29.600 METERS (97.11 FEET) NW OF
 FW1331'THE STATION, ON THE NW BANK OF A SMALL DITCH, AND 150 FEET SE
 FW1331'OF THE SE END OF THE TREES.  THE MARK IS A STANDARD DISK
 FW1331'REFERENCE MARK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 FW1331'MONUMENT WHICH EXTENDS 2 INCHES ABOVE THE GROUND.  DISK IS
 FW1331'STAMPED CAMP 1942 NO 1.
 FW1331'
 FW1331'REFERENCE MARK 2 IS LOCATED 12.243 METERS (40.17 FEET) E OF
 FW1331'THE STATION, IN MARSHY GROUND, ALONG THE EDGE OF THE BRUSH.
 FW1331'MARK IS A STANDARD DISK REFERENCE MARK SET IN THE TOP OF AN
 FW1331'11-INCH SQUARE CONCRETE MONUMENT WHICH EXTENDS 4 INCHES ABOVE
 FW1331'THE GROUND.  DISK IS STAMPED CAMP 1942 NO 2.
 FW1331'
 FW1331'A BOAT MUST BE USED TO REACH THE STATION.
 FW1331
 FW1331                          STATION RECOVERY (1953)
 FW1331
 FW1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1331'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FW1331'THE 1942 DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION--
 FW1331'
 FW1331'A BOAT MUST BE USED, AT HIGH TIDE, TO REACH THE STATION.
 FW1331
 FW1331                          STATION RECOVERY (1957)
 FW1331
 FW1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LWS)
 FW1331'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FW1331'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5461 ***********************************************************************
 GV5461  DESIGNATION -  CAMP LEE ALUMINUM TANK
 GV5461  PID         -  GV5461
 GV5461  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5461  USGS QUAD   -  HOPEWELL (1994)
 GV5461
 GV5461                         *CURRENT SURVEY CONTROL
 GV5461  ___________________________________________________________________
 GV5461* NAD 83(1993)-  37 17 59.42604(N)    077 20 47.13817(W)     ADJUSTED  
 GV5461* NAVD 88     -                                                        
 GV5461  ___________________________________________________________________
 GV5461  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GV5461  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV5461
 GV5461  HORZ ORDER  -  THIRD
 GV5461
 GV5461.The horizontal coordinates were established by classical geodetic methods
 GV5461.and adjusted by the National Geodetic Survey in September 1995..
 GV5461
 GV5461
 GV5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5461
 GV5461.The geoid height was determined by GEOID03.
 GV5461
 GV5461;                    North         East     Units Scale Factor Converg.
 GV5461;SPC VA S     - 1,107,882.557 3,602,268.779   MT  0.99994610   +0 42 00.5
 GV5461;SPC VA S     - 3,634,778.02 11,818,443.49   sFT  0.99994610   +0 42 00.5
 GV5461;UTM  18      - 4,130,716.895   292,031.195   MT  1.00013281   -1 25 20.7
 GV5461
 GV5461                          SUPERSEDED SURVEY CONTROL
 GV5461
 GV5461  NAD 83(1993)-  37 17 59.42672(N)    077 20 47.13811(W) AD(       ) 4
 GV5461  NAD 83(1986)-  37 17 59.43247(N)    077 20 47.15593(W) AD(       ) 4
 GV5461  NAD 27      -  37 17 58.91400(N)    077 20 48.22700(W) AD(       ) 3
 GV5461
 GV5461.Superseded values are not recommended for survey control.
 GV5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5461.See file dsdata.txt to determine how the superseded data were derived.
 GV5461
 GV5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9203130717(NAD 83)
 GV5461_MARKER: 53 = ELEVATED TANK
 GV5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5461+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV5461
 GV5461  HISTORY     - Date     Condition        Report By
 GV5461  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV5461  HISTORY     - 1942     GOOD             CGS
 GV5461  HISTORY     - 19980418 GOOD             USPSQD
 GV5461  HISTORY     - 20030322 GOOD             USPSQD
 GV5461
 GV5461                          STATION DESCRIPTION
 GV5461
 GV5461'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV5461'THIS TANK IS ON THE DEPARTMENT OF JUSTICE FARM - NOT ON CAMP LEE
 GV5461'GROUNDS - AND A SIMILAR TANK IS BEING BUILT DIRECTLY S OF THIS
 GV5461'ONE.  A PROMINENT ALUMINUM COLORED ELEVATED TANK ABOUT 2.75
 GV5461'MILES W OF HOPEWELL.
 GV5461
 GV5461                          STATION RECOVERY (1998)
 GV5461
 GV5461'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5461'RECOVERED IN GOOD CONDITION.
 GV5461
 GV5461                          STATION RECOVERY (2003)
 GV5461
 GV5461'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5462 ***********************************************************************
 GV5462  DESIGNATION -  CAMP LEE EAST TANK
 GV5462  PID         -  GV5462
 GV5462  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5462  USGS QUAD   -  HOPEWELL (1994)
 GV5462
 GV5462                         *CURRENT SURVEY CONTROL
 GV5462  ___________________________________________________________________
 GV5462* NAD 83(1993)-  37 15 09.19859(N)    077 19 29.66872(W)     ADJUSTED  
 GV5462* NAVD 88     -                                                        
 GV5462  ___________________________________________________________________
 GV5462  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GV5462  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV5462
 GV5462  HORZ ORDER  -  THIRD
 GV5462
 GV5462.The horizontal coordinates were established by classical geodetic methods
 GV5462.and adjusted by the National Geodetic Survey in September 1995..
 GV5462
 GV5462
 GV5462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5462
 GV5462.The geoid height was determined by GEOID03.
 GV5462
 GV5462;                    North         East     Units Scale Factor Converg.
 GV5462;SPC VA S     - 1,102,658.906 3,604,241.770   MT  0.99994740   +0 42 47.5
 GV5462;SPC VA S     - 3,617,640.09 11,824,916.54   sFT  0.99994740   +0 42 47.5
 GV5462;UTM  18      - 4,125,422.816   293,809.757   MT  1.00012374   -1 24 28.2
 GV5462
 GV5462                          SUPERSEDED SURVEY CONTROL
 GV5462
 GV5462  NAD 83(1993)-  37 15 09.20785(N)    077 19 29.66109(W) AD(       ) 4
 GV5462  NAD 83(1986)-  37 15 09.20535(N)    077 19 29.68760(W) AD(       ) 4
 GV5462  NAD 27      -  37 15 08.67200(N)    077 19 30.76000(W) AD(       ) 3
 GV5462
 GV5462.Superseded values are not recommended for survey control.
 GV5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5462.See file dsdata.txt to determine how the superseded data were derived.
 GV5462
 GV5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9381025423(NAD 83)
 GV5462_MARKER: 53 = ELEVATED TANK
 GV5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5462+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GV5462
 GV5462  HISTORY     - Date     Condition        Report By
 GV5462  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5462  HISTORY     - 1953     GOOD             AMS
 GV5462  HISTORY     - 19980418 GOOD             USPSQD
 GV5462  HISTORY     - 20050824 GOOD             GEOCAC
 GV5462
 GV5462                          STATION DESCRIPTION
 GV5462
 GV5462'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5462'THIS STATION IS A LARGE ALUMINUM TANK ON THE E PART OF CAMP LEE.
 GV5462'IT SETS ON A SIX-LEGGED STEEL TOWER AND IS ABOUT 125 FEET HIGH
 GV5462'OVERALL.  THERE IS ONE RED LIGHT ON TOP AND SEVERAL ON THE
 GV5462'LEGS.
 GV5462
 GV5462                          STATION RECOVERY (1953)
 GV5462
 GV5462'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5462'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 GV5462'IS THE CENTER OF A LARGE STEEL WATER TANK SET IN THE CENTER OF
 GV5462'A SQUARE FENCE AROUND TANK.
 GV5462
 GV5462                          STATION RECOVERY (1998)
 GV5462
 GV5462'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5462'RECOVERED IN GOOD CONDITION.
 GV5462
 GV5462                          STATION RECOVERY (2005)
 GV5462
 GV5462'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GV5462'THE TANK USED TO BE PAINTED RED AND WHITE, NOW IT HAS BEEN PAINTED A
 GV5462'SKYBLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5403 ***********************************************************************
 GV5403  DESIGNATION -  CAMP LEE NORTHEAST TANK
 GV5403  PID         -  GV5403
 GV5403  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5403  USGS QUAD   -  PRINCE GEORGE (1994)
 GV5403
 GV5403                         *CURRENT SURVEY CONTROL
 GV5403  ___________________________________________________________________
 GV5403* NAD 83(1993)-  37 14 37.00461(N)    077 20 41.31985(W)     ADJUSTED  
 GV5403* NAVD 88     -                                                        
 GV5403  ___________________________________________________________________
 GV5403  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GV5403  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV5403
 GV5403  HORZ ORDER  -  THIRD
 GV5403
 GV5403.The horizontal coordinates were established by classical geodetic methods
 GV5403.and adjusted by the National Geodetic Survey in September 1995..
 GV5403
 GV5403
 GV5403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5403
 GV5403.The geoid height was determined by GEOID03.
 GV5403
 GV5403;                    North         East     Units Scale Factor Converg.
 GV5403;SPC VA S     - 1,101,644.751 3,602,488.410   MT  0.99994773   +0 42 04.0
 GV5403;SPC VA S     - 3,614,312.82 11,819,164.06   sFT  0.99994773   +0 42 04.0
 GV5403;UTM  18      - 4,124,474.073   292,019.744   MT  1.00013287   -1 25 10.6
 GV5403
 GV5403                          SUPERSEDED SURVEY CONTROL
 GV5403
 GV5403  NAD 83(1986)-  37 14 37.01145(N)    077 20 41.33859(W) AD(       ) 4
 GV5403  NAD 27      -  37 14 36.48100(N)    077 20 42.40900(W) AD(       ) 3
 GV5403
 GV5403.Superseded values are not recommended for survey control.
 GV5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5403.See file dsdata.txt to determine how the superseded data were derived.
 GV5403
 GV5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9202024474(NAD 83)
 GV5403_MARKER: 53 = ELEVATED TANK
 GV5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5403+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 GV5403
 GV5403  HISTORY     - Date     Condition        Report By
 GV5403  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5403  HISTORY     - 1953     GOOD             AMS
 GV5403  HISTORY     - 19980418 GOOD             USPSQD
 GV5403  HISTORY     - 20050824 GOOD             GEOCAC
 GV5403
 GV5403                          STATION DESCRIPTION
 GV5403
 GV5403'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5403'THIS INTERSECTION STATION IS A LARGE ALUMINUM TANK ON THE
 GV5403'NE PART OF CAMP LEE.  IT SETS ON A SIX-LEGGED STEEL TOWER AND
 GV5403'IS ABOUT 125 FEET HIGH OVERALL.  THERE IS ONE RED LIGHT ON THE
 GV5403'TOP OF THE TANK AND SEVERAL ON THE LEGS.
 GV5403
 GV5403                          STATION RECOVERY (1953)
 GV5403
 GV5403'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5403'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 GV5403'IS THE CENTER OF A LARGE WATER TANK SET IN THE CENTER OF A
 GV5403'SQUARE FORMED BY A FENCE AROUND TOWER.
 GV5403
 GV5403                          STATION RECOVERY (1998)
 GV5403
 GV5403'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5403'RECOVERED IN GOOD CONDITION.
 GV5403
 GV5403                          STATION RECOVERY (2005)
 GV5403
 GV5403'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GV5403'THE TANK USED TO BE PAINTED RED AND WHITE, NOW IT HAS BEEN PAINTED A
 GV5403'SKYBLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5404 ***********************************************************************
 GV5404  DESIGNATION -  CAMP LEE SOUTHEAST TANK
 GV5404  PID         -  GV5404
 GV5404  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5404  USGS QUAD   -  PRINCE GEORGE (1994)
 GV5404
 GV5404                         *CURRENT SURVEY CONTROL
 GV5404  ___________________________________________________________________
 GV5404* NAD 83(1993)-  37 13 44.34225(N)    077 20 27.52053(W)     ADJUSTED  
 GV5404* NAVD 88     -                                                        
 GV5404  ___________________________________________________________________
 GV5404  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GV5404  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GV5404
 GV5404  HORZ ORDER  -  THIRD
 GV5404
 GV5404.The horizontal coordinates were established by classical geodetic methods
 GV5404.and adjusted by the National Geodetic Survey in September 1995..
 GV5404
 GV5404
 GV5404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5404
 GV5404.The geoid height was determined by GEOID03.
 GV5404
 GV5404;                    North         East     Units Scale Factor Converg.
 GV5404;SPC VA S     - 1,100,025.633 3,602,848.400   MT  0.99994831   +0 42 12.4
 GV5404;SPC VA S     - 3,609,000.76 11,820,345.13   sFT  0.99994831   +0 42 12.4
 GV5404;UTM  18      - 4,122,842.443   292,319.634   MT  1.00013134   -1 25 00.5
 GV5404
 GV5404                          SUPERSEDED SURVEY CONTROL
 GV5404
 GV5404  NAD 83(1986)-  37 13 44.34936(N)    077 20 27.53942(W) AD(       ) 4
 GV5404  NAD 27      -  37 13 43.81500(N)    077 20 28.61400(W) AD(       ) 3
 GV5404
 GV5404.Superseded values are not recommended for survey control.
 GV5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5404.See file dsdata.txt to determine how the superseded data were derived.
 GV5404
 GV5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9232022842(NAD 83)
 GV5404_MARKER: 53 = ELEVATED TANK
 GV5404
 GV5404  HISTORY     - Date     Condition        Report By
 GV5404  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5404  HISTORY     - 1953     GOOD             AMS
 GV5404  HISTORY     - 19980418 GOOD             USPSQD
 GV5404
 GV5404                          STATION DESCRIPTION
 GV5404
 GV5404'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5404'THIS STATION IS A LARGE ALUMINUM TANK ON THE SE PART OF
 GV5404'CAMP LEE.  IT SETS ON A SIX-LEGGED STEEL TOWER AND IS ABOUT 125
 GV5404'FEET HIGH OVERALL.  THERE IS ONE RED LIGHT ON THE TOP OF THE
 GV5404'TANK AND SEVERAL ON THE LEGS.
 GV5404
 GV5404                          STATION RECOVERY (1953)
 GV5404
 GV5404'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5404'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 GV5404'IS THE CENTER OF A LARGE STOEL WATER TANK SET IN THE CENTER OF
 GV5404'A SQUARE FENCE AROUND TANK.
 GV5404
 GV5404                          STATION RECOVERY (1998)
 GV5404
 GV5404'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1645 ***********************************************************************
 FW1645  DESIGNATION -  CAMP PENDLETON N RIFLE RNG TWR
 FW1645  PID         -  FW1645
 FW1645  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1645  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1645
 FW1645                         *CURRENT SURVEY CONTROL
 FW1645  ___________________________________________________________________
 FW1645* NAD 83(1993)-  36 48 56.92047(N)    075 58 11.09130(W)     ADJUSTED  
 FW1645* NAVD 88     -                                                        
 FW1645  ___________________________________________________________________
 FW1645  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 FW1645  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 FW1645
 FW1645  HORZ ORDER  -  THIRD
 FW1645
 FW1645.The horizontal coordinates were established by classical geodetic methods
 FW1645.and adjusted by the National Geodetic Survey in September 1995..
 FW1645
 FW1645
 FW1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1645
 FW1645.The geoid height was determined by GEOID03.
 FW1645
 FW1645;                    North         East     Units Scale Factor Converg.
 FW1645;SPC VA S     - 1,056,568.063 3,725,735.122   MT  0.99999144   +1 32 08.4
 FW1645;SPC VA S     - 3,466,423.72 12,223,515.98   sFT  0.99999144   +1 32 08.4
 FW1645;UTM  18      - 4,074,878.678   413,506.822   MT  0.99969216   -0 34 52.1
 FW1645
 FW1645                          SUPERSEDED SURVEY CONTROL
 FW1645
 FW1645  NAD 83(1986)-  36 48 56.92948(N)    075 58 11.12959(W) AD(       ) 4
 FW1645  NAD 27      -  36 48 56.39300(N)    075 58 12.38500(W) AD(       ) 3
 FW1645
 FW1645.Superseded values are not recommended for survey control.
 FW1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1645.See file dsdata.txt to determine how the superseded data were derived.
 FW1645
 FW1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1350774879(NAD 83)
 FW1645_MARKER: 55 = TOWER
 FW1645
 FW1645  HISTORY     - Date     Condition        Report By
 FW1645  HISTORY     - 1955     FIRST OBSERVED   CGS
 FW1645
 FW1645                          STATION DESCRIPTION
 FW1645
 FW1645'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1646 ***********************************************************************
 FW1646  DESIGNATION -  CAMP PENDLETON S RIFLE RNG TWR
 FW1646  PID         -  FW1646
 FW1646  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1646  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1646
 FW1646                         *CURRENT SURVEY CONTROL
 FW1646  ___________________________________________________________________
 FW1646* NAD 83(1993)-  36 48 55.46591(N)    075 58 10.68887(W)     ADJUSTED  
 FW1646* NAVD 88     -                                                        
 FW1646  ___________________________________________________________________
 FW1646  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 FW1646  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 FW1646
 FW1646  HORZ ORDER  -  THIRD
 FW1646
 FW1646.The horizontal coordinates were established by classical geodetic methods
 FW1646.and adjusted by the National Geodetic Survey in September 1995..
 FW1646
 FW1646
 FW1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1646
 FW1646.The geoid height was determined by GEOID03.
 FW1646
 FW1646;                    North         East     Units Scale Factor Converg.
 FW1646;SPC VA S     - 1,056,523.508 3,725,746.294   MT  0.99999151   +1 32 08.7
 FW1646;SPC VA S     - 3,466,277.54 12,223,552.63   sFT  0.99999151   +1 32 08.7
 FW1646;UTM  18      - 4,074,833.754   413,516.338   MT  0.99969214   -0 34 51.9
 FW1646
 FW1646                          SUPERSEDED SURVEY CONTROL
 FW1646
 FW1646  NAD 83(1986)-  36 48 55.47491(N)    075 58 10.72716(W) AD(       ) 4
 FW1646  NAD 27      -  36 48 54.94000(N)    075 58 11.98000(W) AD(       ) 3
 FW1646
 FW1646.Superseded values are not recommended for survey control.
 FW1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1646.See file dsdata.txt to determine how the superseded data were derived.
 FW1646
 FW1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1351674834(NAD 83)
 FW1646_MARKER: 55 = TOWER
 FW1646
 FW1646  HISTORY     - Date     Condition        Report By
 FW1646  HISTORY     - 1955     FIRST OBSERVED   CGS
 FW1646
 FW1646                          STATION DESCRIPTION
 FW1646
 FW1646'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4565 ***********************************************************************
 GV4565  DESIGNATION -  CAMP VFC 1937
 GV4565  PID         -  GV4565
 GV4565  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4565  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4565
 GV4565                         *CURRENT SURVEY CONTROL
 GV4565  ___________________________________________________________________
 GV4565* NAD 83(1993)-  37 04 37.45098(N)    076 33 35.82499(W)     ADJUSTED  
 GV4565* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4565  ___________________________________________________________________
 GV4565  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 GV4565  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV4565
 GV4565  HORZ ORDER  -  THIRD
 GV4565
 GV4565.The horizontal coordinates were established by classical geodetic methods
 GV4565.and adjusted by the National Geodetic Survey in September 1995..
 GV4565
 GV4565.The orthometric height was scaled from a topographic map.
 GV4565
 GV4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4565
 GV4565.The geoid height was determined by GEOID03.
 GV4565
 GV4565;                    North         East     Units Scale Factor Converg.
 GV4565;SPC VA S     - 1,084,308.033 3,672,493.166   MT  0.99995818   +1 10 38.9
 GV4565;SPC VA S     - 3,557,433.94 12,048,838.00   sFT  0.99995818   +1 10 38.9
 GV4565;UTM  18      - 4,104,560.217   361,337.150   MT  0.99983686   -0 56 26.3
 GV4565
 GV4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4565!SPC VA S     -   1.00000568  x   0.99995818  =   0.99996386
 GV4565!UTM  18      -   1.00000568  x   0.99983686  =   0.99984254
 GV4565
 GV4565:                Primary Azimuth Mark                     Grid Az
 GV4565:SPC VA S     -  LANDS END VFC 1937                       059 00 09.1
 GV4565:UTM  18      -  LANDS END VFC 1937                       061 07 14.3
 GV4565
 GV4565|---------------------------------------------------------------------|
 GV4565| PID    Reference Object                     Distance      Geod. Az  |
 GV4565|                                                           dddmmss.s |
 GV4565| GV4583 LANDS END VFC 1937                  APPROX. 1.0 KM 0601048.0 |
 GV4565|---------------------------------------------------------------------|
 GV4565
 GV4565                          SUPERSEDED SURVEY CONTROL
 GV4565
 GV4565  NAD 83(1986)-  37 04 37.45406(N)    076 33 35.85756(W) AD(       ) 3
 GV4565  NAD 27      -  37 04 36.91900(N)    076 33 37.03200(W) AD(       ) 3
 GV4565
 GV4565.Superseded values are not recommended for survey control.
 GV4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4565.See file dsdata.txt to determine how the superseded data were derived.
 GV4565
 GV4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6133704560(NAD 83)
 GV4565
 GV4565  HISTORY     - Date     Condition        Report By
 GV4565  HISTORY     - 1937     MONUMENTED       VACF
 GV4565  HISTORY     - 1942     GOOD             CGS
 GV4565  HISTORY     - 1947     GOOD             CGS
 GV4565
 GV4565                          STATION DESCRIPTION
 GV4565
 GV4565'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4565'STATION ON LOW MARSH ABOUT 25 YARDS BACK FROM EDGE OF MARSH.
 GV4565'DISTANCE TO STATION JAIL 1937 WAS MEASURED AS 417.85 FEET.
 GV4565
 GV4565                          STATION RECOVERY (1942)
 GV4565
 GV4565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4565'1937 V.C.F. DESCRIPTION ADEQUATE.
 GV4565
 GV4565                          STATION RECOVERY (1947)
 GV4565
 GV4565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4565'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE ORIGINAL
 GV4565'DESCRIPTION IS STILL ADEQUATE.  THE SCAFFOLD AND SIGNAL WERE
 GV4565'STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1615 ***********************************************************************
 FW1615  DESIGNATION -  CAMPBELL
 FW1615  PID         -  FW1615
 FW1615  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1615  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1615
 FW1615                         *CURRENT SURVEY CONTROL
 FW1615  ___________________________________________________________________
 FW1615* NAD 83(1993)-  36 36 22.84128(N)    075 59 26.34837(W)     ADJUSTED  
 FW1615* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1615  ___________________________________________________________________
 FW1615  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 FW1615  GEOID HEIGHT-         -38.04  (meters)                     GEOID03
 FW1615
 FW1615  HORZ ORDER  -  SECOND
 FW1615
 FW1615.The horizontal coordinates were established by classical geodetic methods
 FW1615.and adjusted by the National Geodetic Survey in September 1995..
 FW1615
 FW1615.The orthometric height was scaled from a topographic map.
 FW1615
 FW1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1615
 FW1615.The geoid height was determined by GEOID03.
 FW1615
 FW1615;                    North         East     Units Scale Factor Converg.
 FW1615;SPC VA S     - 1,033,281.276 3,724,488.369   MT  1.00003297   +1 31 22.7
 FW1615;SPC VA S     - 3,390,023.65 12,219,425.59   sFT  1.00003297   +1 31 22.7
 FW1615;SPC NC       -   320,967.918   878,842.643   MT  1.00015244   +1 44 12.9
 FW1615;SPC NC       - 1,053,042.24  2,883,336.24   sFT  1.00015244   +1 44 12.9
 FW1615;UTM  18      - 4,051,661.133   411,402.054   MT  0.99969671   -0 35 26.8
 FW1615
 FW1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1615!SPC VA S     -   1.00000586  x   1.00003297  =   1.00003883
 FW1615!SPC NC       -   1.00000586  x   1.00015244  =   1.00015830
 FW1615!UTM  18      -   1.00000586  x   0.99969671  =   0.99970257
 FW1615
 FW1615:                Primary Azimuth Mark                     Grid Az
 FW1615:SPC VA S     -  RAGGED ISLAND CLUBHOUSE PEAK             070 00 16.9
 FW1615:SPC NC       -  RAGGED ISLAND CLUBHOUSE PEAK             069 47 26.7
 FW1615:UTM  18      -  RAGGED ISLAND CLUBHOUSE PEAK             072 07 06.4
 FW1615
 FW1615|---------------------------------------------------------------------|
 FW1615| PID    Reference Object                     Distance      Geod. Az  |
 FW1615|                                                           dddmmss.s |
 FW1615| FW1628 RAGGED ISLAND CLUBHOUSE PEAK        APPROX. 5.9 KM 0713139.6 |
 FW1615| DC8125 CAMPBELL RM 1                         9.759 METERS 17248     |
 FW1615| DC8126 CAMPBELL RM 2                        12.411 METERS 27213     |
 FW1615|---------------------------------------------------------------------|
 FW1615
 FW1615                          SUPERSEDED SURVEY CONTROL
 FW1615
 FW1615  NAD 83(1986)-  36 36 22.85210(N)    075 59 26.37849(W) AD(       ) 2
 FW1615  NAD 27      -  36 36 22.30300(N)    075 59 27.63500(W) AD(       ) 2
 FW1615
 FW1615.Superseded values are not recommended for survey control.
 FW1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1615.See file dsdata.txt to determine how the superseded data were derived.
 FW1615
 FW1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1140251661(NAD 83)
 FW1615_MARKER: DS = TRIANGULATION STATION DISK
 FW1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1615
 FW1615  HISTORY     - Date     Condition        Report By
 FW1615  HISTORY     - 1934     MONUMENTED       CGS
 FW1615  HISTORY     - 1954     GOOD             USN
 FW1615  HISTORY     - 1959     GOOD             CGS
 FW1615  HISTORY     - 1962     GOOD             CGS
 FW1615
 FW1615                          STATION DESCRIPTION
 FW1615
 FW1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1615'AT CAMPBELLS LANDING WEST BY SOUTH OF RAGGED ISLAND ON THE
 FW1615'WEST SIDE OF BACK BAY, ABOUT 60 METERS SOUTH OF THE ROAD AND
 FW1615'10 METERS WEST OF THE HIGH WATER LINE OF THE MUD FLAT IN SOFT
 FW1615'MARSH COVERED WITH LOW MARSH GRASS.
 FW1615'
 FW1615'TO REACH FROM PRINCESS ANNE, SET 0.0 AND GO NORTHEAST ACROSS
 FW1615'RAILROAD TRACKS.  AT 2.4 TURN RIGHT AT NIMMO CHURCH, AT 3.1
 FW1615'KEEP RIGHT AT FILLING STATION, AT 5.4 PASS THRU PUNGO, AT
 FW1615'7.4 KEEP STRAIGHT, AT 10.5 KEEP LEFT AT BACK BAY GARAGE, AT
 FW1615'11.3 TAKE DIRT ROAD RIGHT, AT 12.1 TAKE RIGHT ON T-ROAD, AT
 FW1615'13.7 KEEP STRAIGHT, AT 14.7 TURN LEFT AT STORE, AT 15.7 PASS
 FW1615'THRU GATE, AT 16.0 REACH LANDING.
 FW1615'
 FW1615'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 FW1615'IN CONCRETE.
 FW1615'ALL MARKS PROJECT ABOUT 14 INCHES ABOVE THE GROUND.  THERE
 FW1615'ARE NO UNDERGROUND AND AZIMUTH MARKS.
 FW1615'
 FW1615'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF THE STATION AND 5
 FW1615'METERS WEST OF THE HIGH WATER LINE.
 FW1615'
 FW1615'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN THE MARSH.
 FW1615'
 FW1615'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 FW1615
 FW1615                          STATION RECOVERY (1954)
 FW1615
 FW1615'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1615'STATION MARK RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE
 FW1615'NOT SEARCHED FOR.
 FW1615
 FW1615                          STATION RECOVERY (1959)
 FW1615
 FW1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1615'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FW1615'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW1615'STATION IS LOCATED AT CAMPBELLS LANDING, ON THE WEST SIDE OF
 FW1615'BACK BAY AND ABOUT 7 MILES SOUTH OF PONGO.  IT IS 45 FEET
 FW1615'WEST OF THE SHORE, 150 FEET WEST OF THE ROAD, 17 FEET NORTH
 FW1615'OF THE NORTH EDGE OF A DITCH.  THE MARK PROJECTS 10 INCHES
 FW1615'AND THE DISK IS STAMPED CAMPBELL 1934. IT IS
 FW1615'NORTH OF A CG AND S SIGN.
 FW1615'
 FW1615'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ON THE SOUTH EDGE
 FW1615'OF THE DITCH AND 40 FEET WEST OF THE SHORE.  THE MARK PROJECTS
 FW1615'ABOUT 4 INCHES AND THE DISK IS STAMPED CAMPBELL NO 1 1934.
 FW1615'
 FW1615'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND 15 FEET NORTH
 FW1615'OF THE DITCH.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 FW1615'IS STAMPED CAMPBELL NO 2 1934.
 FW1615'
 FW1615'TO REACH THE STATION FROM PUNGO CROSSROAD, GO SOUTH ON STATE
 FW1615'HIGHWAY 615 FOR 5.1 MILE, TURN LEFT ON COUNTY ROAD 622 AND GO
 FW1615'0.8 MILE TO WHERE COUNTY ROAD 622 TURNS RIGHT AND COUNTY ROAD
 FW1615'603 TURNS LEFT, TURN RIGHT ON ROAD 622 AND GO 0.85 MILE TO
 FW1615'COUNTY ROAD 621.  TURN RIGHT ON ROAD 621 AND GO 2.35 MILES TO
 FW1615'ROAD 618 LEFT, TURN LEFT AND GO ON ROAD 618 FOR 1.3 MILES
 FW1615'TO THE END OF THE ROAD AND SHORE AND STATION ON THE RIGHT AS
 FW1615'DESCRIBED.
 FW1615
 FW1615                          STATION RECOVERY (1962)
 FW1615
 FW1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1615'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1959 AND
 FW1615'ALL MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2716 ***********************************************************************
 GW2716  DESIGNATION -  CAMPBELL 201
 GW2716  PID         -  GW2716
 GW2716  STATE/COUNTY-  VA/CAMPBELL
 GW2716  USGS QUAD   -  LYNCH STATION (1984)
 GW2716
 GW2716                         *CURRENT SURVEY CONTROL
 GW2716  ___________________________________________________________________
 GW2716* NAD 83(1993)-  37 10 18.89932(N)    079 19 40.24883(W)     ADJUSTED  
 GW2716* NAVD 88     -       261.8    (meters)     859.     (feet)  VERTCON   
 GW2716  ___________________________________________________________________
 GW2716  X           -     942,366.080 (meters)                     COMP
 GW2716  Y           -  -5,000,652.182 (meters)                     COMP
 GW2716  Z           -   3,832,752.121 (meters)                     COMP
 GW2716  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 GW2716  ELLIP HEIGHT-         229.91  (meters)          (05/17/02) GPS OBS
 GW2716  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2716
 GW2716  HORZ ORDER  -  FIRST
 GW2716  ELLP ORDER  -  FOURTH    CLASS II
 GW2716
 GW2716.The horizontal coordinates were established by GPS observations
 GW2716.and adjusted by the National Geodetic Survey in September 1995..
 GW2716
 GW2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2716
 GW2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2716
 GW2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2716
 GW2716.The ellipsoidal height was determined by GPS observations
 GW2716.and is referenced to NAD 83.
 GW2716
 GW2716.The geoid height was determined by GEOID03.
 GW2716
 GW2716;                    North         East     Units Scale Factor Converg.
 GW2716;SPC VA S     - 1,093,383.510 3,426,482.725   MT  0.99995120   -0 30 08.8
 GW2716;SPC VA S     - 3,587,209.07 11,241,718.74   sFT  0.99995120   -0 30 08.8
 GW2716;UTM  17      - 4,115,252.981   648,451.715   MT  0.99987148   +1 00 37.8
 GW2716
 GW2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2716!SPC VA S     -   0.99996392  x   0.99995120  =   0.99991512
 GW2716!UTM  17      -   0.99996392  x   0.99987148  =   0.99983541
 GW2716
 GW2716                          SUPERSEDED SURVEY CONTROL
 GW2716
 GW2716  ELLIP H (09/08/95)  229.97   (m)                       GP(       ) 4 2
 GW2716  NAD 83(1986)-  37 10 18.90611(N)    079 19 40.26071(W) AD(       ) 1
 GW2716  NGVD 29 (07/01/93)  262.0    (m)          860.     (f) GPS OBS        
 GW2716
 GW2716.Superseded values are not recommended for survey control.
 GW2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2716.See file dsdata.txt to determine how the superseded data were derived.
 GW2716
 GW2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4845215253(NAD 83)
 GW2716_MARKER: DD = SURVEY DISK
 GW2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2716_SP_SET: CONCRETE POST
 GW2716_STAMPING: 201
 GW2716_MARK LOGO: VA-031
 GW2716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2716+STABILITY: SURFACE MOTION
 GW2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2716+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2716
 GW2716  HISTORY     - Date     Condition        Report By
 GW2716  HISTORY     - 1992     MONUMENTED       MSI
 GW2716
 GW2716                          STATION DESCRIPTION
 GW2716
 GW2716'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2716'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2716'MI (3.5 KM) NORTHWEST OF THE TOWN OF LYNCH STATION, ON THE SOUTH SIDE
 GW2716'OF S.R. 627.
 GW2716'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 682, S.R. 626, AND
 GW2716'S.R. 695, PROCEED 3.9 MI (6.3 KM) SOUTHWEST ALONG S.R 682 TO THE
 GW2716'INTERSECTION WITH S.R. 627.  TRAVEL 0.4 MI (0.6 KM) SOUTHEAST ALONG
 GW2716'S.R. 627 TO THE STATION ON THE RIGHT.
 GW2716'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2716'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2716'SURFACE, STAMPED, 201.  THE DISK IS LOCATED 11.5 FT (3.5 M) SOUTH
 GW2716'OF THE CENTERLINE OF S.R. 627, 39.5 FT (12.0 M) SOUTH OF POWER POLE
 GW2716'NUMBER 122-94-5, AND 133.5 FT (40.7 M) SOUTHEAST OF THE SOUTHEAST
 GW2716'CORNER OF HOUSE NUMBER 306.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2717 ***********************************************************************
 GW2717  DESIGNATION -  CAMPBELL 202
 GW2717  PID         -  GW2717
 GW2717  STATE/COUNTY-  VA/CAMPBELL
 GW2717  USGS QUAD   -  LYNCH STATION (1984)
 GW2717
 GW2717                         *CURRENT SURVEY CONTROL
 GW2717  ___________________________________________________________________
 GW2717* NAD 83(1993)-  37 09 39.41875(N)    079 18 35.11334(W)     ADJUSTED  
 GW2717* NAVD 88     -       285.1    (meters)     935.     (feet)  VERTCON   
 GW2717  ___________________________________________________________________
 GW2717  X           -     944,085.019 (meters)                     COMP
 GW2717  Y           -  -5,001,095.183 (meters)                     COMP
 GW2717  Z           -   3,831,796.292 (meters)                     COMP
 GW2717  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 GW2717  ELLIP HEIGHT-         253.25  (meters)          (05/17/02) GPS OBS
 GW2717  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW2717
 GW2717  HORZ ORDER  -  FIRST
 GW2717  ELLP ORDER  -  FOURTH    CLASS II
 GW2717
 GW2717.The horizontal coordinates were established by GPS observations
 GW2717.and adjusted by the National Geodetic Survey in September 1995..
 GW2717
 GW2717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2717
 GW2717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2717
 GW2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2717
 GW2717.The ellipsoidal height was determined by GPS observations
 GW2717.and is referenced to NAD 83.
 GW2717
 GW2717.The geoid height was determined by GEOID03.
 GW2717
 GW2717;                    North         East     Units Scale Factor Converg.
 GW2717;SPC VA S     - 1,092,152.571 3,428,079.020   MT  0.99995186   -0 29 29.3
 GW2717;SPC VA S     - 3,583,170.56 11,246,955.92   sFT  0.99995186   -0 29 29.3
 GW2717;UTM  17      - 4,114,064.705   650,079.825   MT  0.99987747   +1 01 16.3
 GW2717
 GW2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2717!SPC VA S     -   0.99996026  x   0.99995186  =   0.99991212
 GW2717!UTM  17      -   0.99996026  x   0.99987747  =   0.99983773
 GW2717
 GW2717                          SUPERSEDED SURVEY CONTROL
 GW2717
 GW2717  ELLIP H (09/08/95)  253.31   (m)                       GP(       ) 4 2
 GW2717  NAD 83(1986)-  37 09 39.42462(N)    079 18 35.12514(W) AD(       ) 1
 GW2717  NGVD 29 (07/01/93)  285.3    (m)          936.     (f) GPS OBS        
 GW2717
 GW2717.Superseded values are not recommended for survey control.
 GW2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2717.See file dsdata.txt to determine how the superseded data were derived.
 GW2717
 GW2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5008014065(NAD 83)
 GW2717_MARKER: DD = SURVEY DISK
 GW2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2717_SP_SET: CONCRETE POST
 GW2717_STAMPING: 202
 GW2717_MARK LOGO: VA-031
 GW2717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2717+STABILITY: SURFACE MOTION
 GW2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2717+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2717
 GW2717  HISTORY     - Date     Condition        Report By
 GW2717  HISTORY     - 1992     MONUMENTED       MSI
 GW2717
 GW2717                          STATION DESCRIPTION
 GW2717
 GW2717'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2717'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2717'MI (1.8 KM) NORTHWEST OF THE TOWN OF LYNCH STATION, ON THE WEST SIDE
 GW2717'OF S.R. 627.
 GW2717'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 713,
 GW2717'PROCEED NORTH 1.1 MI (1.8 KM) ALONG S.R 713 TO THE INTERSECTION WITH
 GW2717'S.R. 627. TURN RIGHT TRAVEL NORTHWEST 0.1 MI (0.2 KM) ALONG S.R. 627
 GW2717'TO THE STATION ON THE LEFT AT THE POWER TRANSMISSION LINE.
 GW2717'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2717'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2717'SURFACE, STAMPED, 202.  THE DISK IS LOCATED 4.0 FT (1.2 M)
 GW2717'NORTHWEST OF A WITNESS POST, 20.5 FT (6.2 M) WEST OF THE CENTERLINE OF
 GW2717'S.R. 627, 6.0 FT (1.8 M) SOUTH OF THE CENTERLINE OF THE POWER
 GW2717'TRANSMISSION LINE, AND 108.5 FT (33.1 M) WEST OF THE SOUTHERNMOST
 GW2717'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2718 ***********************************************************************
 GW2718  DESIGNATION -  CAMPBELL 203
 GW2718  PID         -  GW2718
 GW2718  STATE/COUNTY-  VA/CAMPBELL
 GW2718  USGS QUAD   -  LYNCH STATION (1984)
 GW2718
 GW2718                         *CURRENT SURVEY CONTROL
 GW2718  ___________________________________________________________________
 GW2718* NAD 83(1993)-  37 09 28.91349(N)    079 17 27.78015(W)     ADJUSTED  
 GW2718* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 GW2718  ___________________________________________________________________
 GW2718  X           -     945,747.781 (meters)                     COMP
 GW2718  Y           -  -5,000,946.694 (meters)                     COMP
 GW2718  Z           -   3,831,513.304 (meters)                     COMP
 GW2718  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GW2718  ELLIP HEIGHT-         212.06  (meters)          (05/17/02) GPS OBS
 GW2718  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW2718
 GW2718  HORZ ORDER  -  FIRST
 GW2718  ELLP ORDER  -  FOURTH    CLASS II
 GW2718
 GW2718.The horizontal coordinates were established by GPS observations
 GW2718.and adjusted by the National Geodetic Survey in September 1995..
 GW2718
 GW2718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2718
 GW2718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2718
 GW2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2718
 GW2718.The ellipsoidal height was determined by GPS observations
 GW2718.and is referenced to NAD 83.
 GW2718
 GW2718.The geoid height was determined by GEOID03.
 GW2718
 GW2718;                    North         East     Units Scale Factor Converg.
 GW2718;SPC VA S     - 1,091,814.658 3,429,737.495   MT  0.99995205   -0 28 48.4
 GW2718;SPC VA S     - 3,582,061.92 11,252,397.10   sFT  0.99995205   -0 28 48.4
 GW2718;UTM  17      - 4,113,770.709   651,746.523   MT  0.99988367   +1 01 56.7
 GW2718
 GW2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2718!SPC VA S     -   0.99996672  x   0.99995205  =   0.99991877
 GW2718!UTM  17      -   0.99996672  x   0.99988367  =   0.99985040
 GW2718
 GW2718                          SUPERSEDED SURVEY CONTROL
 GW2718
 GW2718  ELLIP H (09/08/95)  212.12   (m)                       GP(       ) 4 2
 GW2718  NAD 83(1986)-  37 09 28.91934(N)    079 17 27.79196(W) AD(       ) 1
 GW2718  NGVD 29 (07/01/93)  244.1    (m)          801.     (f) GPS OBS        
 GW2718
 GW2718.Superseded values are not recommended for survey control.
 GW2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2718.See file dsdata.txt to determine how the superseded data were derived.
 GW2718
 GW2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5174713771(NAD 83)
 GW2718_MARKER: DD = SURVEY DISK
 GW2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2718_SP_SET: CONCRETE POST
 GW2718_STAMPING: 203
 GW2718_MARK LOGO: VA-031
 GW2718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2718+STABILITY: SURFACE MOTION
 GW2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2718+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2718
 GW2718  HISTORY     - Date     Condition        Report By
 GW2718  HISTORY     - 1992     MONUMENTED       MSI
 GW2718
 GW2718                          STATION DESCRIPTION
 GW2718
 GW2718'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2718'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2718'MI (1.8 KM) NORTHEAST OF THE TOWN OF LYNCH STATION, ON THE WEST SIDE
 GW2718'AND THE END OF S.R. 733.
 GW2718'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 713,
 GW2718'PROCEED EAST 0.3 MI (0.5 KM) ALONG S.R 712 TO THE INTERSECTION WITH
 GW2718'S.R. 733. TURN LEFT AND GO NORTH 0.7 MI (1.1 KM) ALONG S.R. 733 TO
 GW2718'THE STATION ON THE LEFT BETWEEN THE FORK OF THE DIRT ROAD AND A
 GW2718'GRAVEL ROAD.
 GW2718'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2718'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2718'SURFACE, STAMPED, 203.  THE DISK IS LOCATED 56.0 FT (17.1 M) SOUTH
 GW2718'OF POWER POLE 121-17-11, 48.0 FT (14.6 M) NORTH OF TELEPHONE PEDESTAL
 GW2718'EAA4 12, AND 31.5 FT (9.6 M) NORTHWEST OF THE NORTHERNMOST GATEPOST
 GW2718'ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2719 ***********************************************************************
 GW2719  DESIGNATION -  CAMPBELL 204
 GW2719  PID         -  GW2719
 GW2719  STATE/COUNTY-  VA/CAMPBELL
 GW2719  USGS QUAD   -  LYNCH STATION (1984)
 GW2719
 GW2719                         *CURRENT SURVEY CONTROL
 GW2719  ___________________________________________________________________
 GW2719* NAD 83(1993)-  37 09 48.92118(N)    079 16 02.25923(W)     ADJUSTED  
 GW2719* NAVD 88     -       220.2    (meters)     722.     (feet)  VERTCON   
 GW2719  ___________________________________________________________________
 GW2719  X           -     947,748.274 (meters)                     COMP
 GW2719  Y           -  -5,000,169.512 (meters)                     COMP
 GW2719  Z           -   3,831,990.555 (meters)                     COMP
 GW2719  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 GW2719  ELLIP HEIGHT-         188.36  (meters)          (05/17/02) GPS OBS
 GW2719  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2719
 GW2719  HORZ ORDER  -  FIRST
 GW2719  ELLP ORDER  -  FOURTH    CLASS II
 GW2719
 GW2719.The horizontal coordinates were established by GPS observations
 GW2719.and adjusted by the National Geodetic Survey in September 1995..
 GW2719
 GW2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2719
 GW2719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2719
 GW2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2719
 GW2719.The ellipsoidal height was determined by GPS observations
 GW2719.and is referenced to NAD 83.
 GW2719
 GW2719.The geoid height was determined by GEOID03.
 GW2719
 GW2719;                    North         East     Units Scale Factor Converg.
 GW2719;SPC VA S     - 1,092,413.988 3,431,852.495   MT  0.99995170   -0 27 56.5
 GW2719;SPC VA S     - 3,584,028.23 11,259,336.06   sFT  0.99995170   -0 27 56.5
 GW2719;UTM  17      - 4,114,425.617   653,844.831   MT  0.99989156   +1 02 48.9
 GW2719
 GW2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2719!SPC VA S     -   0.99997044  x   0.99995170  =   0.99992214
 GW2719!UTM  17      -   0.99997044  x   0.99989156  =   0.99986200
 GW2719
 GW2719:                Primary Azimuth Mark                     Grid Az
 GW2719:SPC VA S     -  CAMPBELL 205                             051 57 17.0
 GW2719:UTM  17      -  CAMPBELL 205                             050 26 31.6
 GW2719
 GW2719|---------------------------------------------------------------------|
 GW2719| PID    Reference Object                     Distance      Geod. Az  |
 GW2719|                                                           dddmmss.s |
 GW2719| GW2720 CAMPBELL 205                        APPROX. 1.3 KM 0512920.5 |
 GW2719|---------------------------------------------------------------------|
 GW2719
 GW2719                          SUPERSEDED SURVEY CONTROL
 GW2719
 GW2719  ELLIP H (09/08/95)  188.42   (m)                       GP(       ) 4 2
 GW2719  NAD 83(1986)-  37 09 48.92691(N)    079 16 02.27101(W) AD(       ) 1
 GW2719  NGVD 29 (07/01/93)  220.4    (m)          723.     (f) GPS OBS        
 GW2719
 GW2719.Superseded values are not recommended for survey control.
 GW2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2719.See file dsdata.txt to determine how the superseded data were derived.
 GW2719
 GW2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5384514426(NAD 83)
 GW2719_MARKER: DD = SURVEY DISK
 GW2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2719_SP_SET: CONCRETE POST
 GW2719_STAMPING: 204
 GW2719_MARK LOGO: VA-031
 GW2719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2719+STABILITY: SURFACE MOTION
 GW2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2719+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2719
 GW2719  HISTORY     - Date     Condition        Report By
 GW2719  HISTORY     - 1992     MONUMENTED       MSI
 GW2719
 GW2719                          STATION DESCRIPTION
 GW2719
 GW2719'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2719'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2719'MI (3.5 KM) NORTHEAST OF THE TOWN OF LYNCH STATION, ON THE NORTHWEST
 GW2719'SIDE OF S.R. 710.
 GW2719'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 713,
 GW2719'PROCEED EAST 2.1 MI (3.4 KM) ALONG S.R 712 TO THE INTERSECTION WITH
 GW2719'S.R. 711. TURN LEFT AND GO NORTH 1.6 MI (2.6 KM) ALONG S.R. 711 TO
 GW2719'THE INTERSECTION WITH S.R. 710.  TURN RIGHT AND HEAD NORTHEAST
 GW2719'APPROXIMATELY 75 FT (22.9 M) ALONG S.R. 710 TO THE STATION ON THE
 GW2719'LEFT ACROSS THE ROAD FROM A BRICK SINGLE FAMILY HOUSE.
 GW2719'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2719'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2719'SURFACE, STAMPED, 204.  THE DISK IS LOCATED 15.0 FT (4.6 M)
 GW2719'NORTHWEST OF THE CENTERLINE OF S.R. 710, 59.0 FT (18.0 M) WEST OF THE
 GW2719'POWER POLE NO. 5, 50.5 FT (15.4 M) NORTHEAST OF THE NORTHWEST END OF
 GW2719'THE CULVERT THAT CROSSES S.R. 710 NEAR THE INTERSECTION WITH S.R.
 GW2719'711.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2720 ***********************************************************************
 GW2720  DESIGNATION -  CAMPBELL 205
 GW2720  PID         -  GW2720
 GW2720  STATE/COUNTY-  VA/CAMPBELL
 GW2720  USGS QUAD   -  LYNCH STATION (1984)
 GW2720
 GW2720                         *CURRENT SURVEY CONTROL
 GW2720  ___________________________________________________________________
 GW2720* NAD 83(1993)-  37 10 14.82139(N)    079 15 21.58352(W)     ADJUSTED  
 GW2720* NAVD 88     -       223.5    (meters)     733.     (feet)  VERTCON   
 GW2720  ___________________________________________________________________
 GW2720  X           -     948,644.871 (meters)                     COMP
 GW2720  Y           -  -4,999,511.234 (meters)                     COMP
 GW2720  Z           -   3,832,628.889 (meters)                     COMP
 GW2720  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 GW2720  ELLIP HEIGHT-         191.75  (meters)          (05/17/02) GPS OBS
 GW2720  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2720
 GW2720  HORZ ORDER  -  FIRST
 GW2720  ELLP ORDER  -  FOURTH    CLASS II
 GW2720
 GW2720.The horizontal coordinates were established by GPS observations
 GW2720.and adjusted by the National Geodetic Survey in September 1995..
 GW2720
 GW2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2720
 GW2720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2720
 GW2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2720
 GW2720.The ellipsoidal height was determined by GPS observations
 GW2720.and is referenced to NAD 83.
 GW2720
 GW2720.The geoid height was determined by GEOID03.
 GW2720
 GW2720;                    North         East     Units Scale Factor Converg.
 GW2720;SPC VA S     - 1,093,204.279 3,432,862.375   MT  0.99995126   -0 27 31.8
 GW2720;SPC VA S     - 3,586,621.04 11,262,649.31   sFT  0.99995126   -0 27 31.8
 GW2720;UTM  17      - 4,115,242.244   654,833.440   MT  0.99989532   +1 03 14.1
 GW2720
 GW2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2720!SPC VA S     -   0.99996991  x   0.99995126  =   0.99992117
 GW2720!UTM  17      -   0.99996991  x   0.99989532  =   0.99986523
 GW2720
 GW2720:                Primary Azimuth Mark                     Grid Az
 GW2720:SPC VA S     -  CAMPBELL 204                             231 57 16.9
 GW2720:UTM  17      -  CAMPBELL 204                             230 26 31.0
 GW2720
 GW2720|---------------------------------------------------------------------|
 GW2720| PID    Reference Object                     Distance      Geod. Az  |
 GW2720|                                                           dddmmss.s |
 GW2720| GW2719 CAMPBELL 204                        APPROX. 1.3 KM 2312945.1 |
 GW2720|---------------------------------------------------------------------|
 GW2720
 GW2720                          SUPERSEDED SURVEY CONTROL
 GW2720
 GW2720  ELLIP H (09/08/95)  191.80   (m)                       GP(       ) 4 2
 GW2720  NAD 83(1986)-  37 10 14.82747(N)    079 15 21.59566(W) AD(       ) 1
 GW2720  NGVD 29 (07/01/93)  223.8    (m)          734.     (f) GPS OBS        
 GW2720
 GW2720.Superseded values are not recommended for survey control.
 GW2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2720.See file dsdata.txt to determine how the superseded data were derived.
 GW2720
 GW2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5483315242(NAD 83)
 GW2720_MARKER: DD = SURVEY DISK
 GW2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2720_SP_SET: CONCRETE POST
 GW2720_STAMPING: 205
 GW2720_MARK LOGO: VA-031
 GW2720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2720+STABILITY: SURFACE MOTION
 GW2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2720+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2720
 GW2720  HISTORY     - Date     Condition        Report By
 GW2720  HISTORY     - 1992     MONUMENTED       MSI
 GW2720
 GW2720                          STATION DESCRIPTION
 GW2720
 GW2720'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2720'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.1
 GW2720'MI (5.0 KM) NORTHEAST OF THE TOWN OF LYNCH STATION, ON THE SOUTH SIDE
 GW2720'OF S.R. 710.
 GW2720'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 713,
 GW2720'PROCEED EAST 2.1 MI (3.4 KM) ALONG S.R 712 TO THE INTERSECTION WITH
 GW2720'S.R. 711. TURN LEFT AND GO NORTH 1.6 MI (2.6 KM) ALONG S.R. 711 TO
 GW2720'THE INTERSECTION WITH S.R. 710.  TURN RIGHT AND HEAD NORTHEAST 1.0 MI
 GW2720'(1.6 KM) ALONG S.R. 710 TO THE STATION ON THE RIGHT NEAR THE
 GW2720'POWERLINE CROSSING THE ROAD.
 GW2720'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2720'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2720'SURFACE, STAMPED, 205.  THE DISK IS LOCATED 6.5 FT (2.0 M) NORTH OF
 GW2720'A WITNESS POST, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE OF S.R. 710,
 GW2720'55.6 FT (16.9 M) SOUTHEAST OF THE TELEPHONE BOX BLA 52, AND 117.0 FT
 GW2720'(35.7 M) SOUTHWEST OF POWER POLE 122-100-4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2721 ***********************************************************************
 GW2721  DESIGNATION -  CAMPBELL 206
 GW2721  PID         -  GW2721
 GW2721  STATE/COUNTY-  VA/CAMPBELL
 GW2721  USGS QUAD   -  LYNCH STATION (1984)
 GW2721
 GW2721                         *CURRENT SURVEY CONTROL
 GW2721  ___________________________________________________________________
 GW2721* NAD 83(1993)-  37 07 54.50178(N)    079 19 40.63352(W)     ADJUSTED  
 GW2721* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 GW2721  ___________________________________________________________________
 GW2721  X           -     942,848.535 (meters)                     COMP
 GW2721  Y           -  -5,003,263.595 (meters)                     COMP
 GW2721  Z           -   3,829,179.100 (meters)                     COMP
 GW2721  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GW2721  ELLIP HEIGHT-         188.66  (meters)          (05/17/02) GPS OBS
 GW2721  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GW2721
 GW2721  HORZ ORDER  -  FIRST
 GW2721  ELLP ORDER  -  FOURTH    CLASS II
 GW2721
 GW2721.The horizontal coordinates were established by GPS observations
 GW2721.and adjusted by the National Geodetic Survey in September 1995..
 GW2721
 GW2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2721
 GW2721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2721
 GW2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2721
 GW2721.The ellipsoidal height was determined by GPS observations
 GW2721.and is referenced to NAD 83.
 GW2721
 GW2721.The geoid height was determined by GEOID03.
 GW2721
 GW2721;                    North         East     Units Scale Factor Converg.
 GW2721;SPC VA S     - 1,088,932.501 3,426,434.197   MT  0.99995382   -0 30 09.0
 GW2721;SPC VA S     - 3,572,606.05 11,241,559.53   sFT  0.99995382   -0 30 09.0
 GW2721;UTM  17      - 4,110,802.602   648,520.682   MT  0.99987173   +1 00 34.3
 GW2721
 GW2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2721!SPC VA S     -   0.99997039  x   0.99995382  =   0.99992422
 GW2721!UTM  17      -   0.99997039  x   0.99987173  =   0.99984213
 GW2721
 GW2721                          SUPERSEDED SURVEY CONTROL
 GW2721
 GW2721  ELLIP H (09/08/95)  188.72   (m)                       GP(       ) 4 2
 GW2721  NAD 83(1986)-  37 07 54.50750(N)    079 19 40.64535(W) AD(       ) 1
 GW2721  NGVD 29 (07/01/93)  220.8    (m)          724.     (f) GPS OBS        
 GW2721
 GW2721.Superseded values are not recommended for survey control.
 GW2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2721.See file dsdata.txt to determine how the superseded data were derived.
 GW2721
 GW2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4852110803(NAD 83)
 GW2721_MARKER: DD = SURVEY DISK
 GW2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2721_SP_SET: CONCRETE POST
 GW2721_STAMPING: 206
 GW2721_MARK LOGO: VA-031
 GW2721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2721+STABILITY: SURFACE MOTION
 GW2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2721+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2721
 GW2721  HISTORY     - Date     Condition        Report By
 GW2721  HISTORY     - 1992     MONUMENTED       MSI
 GW2721
 GW2721                          STATION DESCRIPTION
 GW2721
 GW2721'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2721'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.6
 GW2721'MI (2.6 KM) SOUTHWEST OF THE TOWN OF LYNCH STATION, ON THE WEST SIDE
 GW2721'OF S.R. 896.
 GW2721'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 43,
 GW2721'PROCEED WEST 1.0 MI (1.6 KM) ALONG S.R 43 TO THE INTERSECTION WITH
 GW2721'S.R. 896. TURN LEFT AND GO SOUTHWEST 0.8 MI (1.3 KM) ALONG S.R. 896
 GW2721'TO THE STATION ON THE RIGHT ACROSS FROM A DRIVEWAY TO THE ONE-STORY
 GW2721'SINGLE FAMILY HOUSE.
 GW2721'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2721'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2721'SURFACE, STAMPED, 206.  THE DISK IS LOCATED 20.4 FT (6.2 M) WEST OF
 GW2721'A SPIKE AT THE CENTERLINE OF S.R. 896, 48.0 FT (14.6 M) WEST OF THE
 GW2721'TELEPHONE PEDESTAL DH 412, AND 45.8 FT (14.0 M) SOUTHWEST OF THE
 GW2721'NORTH END OF CULVERT ACROSS DRIVEWAY 99G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2722 ***********************************************************************
 GW2722  DESIGNATION -  CAMPBELL 207
 GW2722  PID         -  GW2722
 GW2722  STATE/COUNTY-  VA/CAMPBELL
 GW2722  USGS QUAD   -  LYNCH STATION (1984)
 GW2722
 GW2722                         *CURRENT SURVEY CONTROL
 GW2722  ___________________________________________________________________
 GW2722* NAD 83(1993)-  37 07 56.58143(N)    079 18 24.22567(W)     ADJUSTED  
 GW2722* NAVD 88     -       228.6    (meters)     750.     (feet)  VERTCON   
 GW2722  ___________________________________________________________________
 GW2722  X           -     944,695.877 (meters)                     COMP
 GW2722  Y           -  -5,002,882.318 (meters)                     COMP
 GW2722  Z           -   3,829,235.115 (meters)                     COMP
 GW2722  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GW2722  ELLIP HEIGHT-         196.78  (meters)          (05/17/02) GPS OBS
 GW2722  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW2722
 GW2722  HORZ ORDER  -  FIRST
 GW2722  ELLP ORDER  -  FOURTH    CLASS II
 GW2722
 GW2722.The horizontal coordinates were established by GPS observations
 GW2722.and adjusted by the National Geodetic Survey in September 1995..
 GW2722
 GW2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2722
 GW2722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2722
 GW2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2722
 GW2722.The ellipsoidal height was determined by GPS observations
 GW2722.and is referenced to NAD 83.
 GW2722
 GW2722.The geoid height was determined by GEOID03.
 GW2722
 GW2722;                    North         East     Units Scale Factor Converg.
 GW2722;SPC VA S     - 1,088,980.279 3,428,320.541   MT  0.99995377   -0 29 22.6
 GW2722;SPC VA S     - 3,572,762.80 11,247,748.31   sFT  0.99995377   -0 29 22.6
 GW2722;UTM  17      - 4,110,900.129   650,404.960   MT  0.99987867   +1 01 20.5
 GW2722
 GW2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2722!SPC VA S     -   0.99996912  x   0.99995377  =   0.99992289
 GW2722!UTM  17      -   0.99996912  x   0.99987867  =   0.99984779
 GW2722
 GW2722:                Primary Azimuth Mark                     Grid Az
 GW2722:SPC VA S     -  CAMPBELL 211                             182 40 13.7
 GW2722:UTM  17      -  CAMPBELL 211                             181 09 30.6
 GW2722
 GW2722|---------------------------------------------------------------------|
 GW2722| PID    Reference Object                     Distance      Geod. Az  |
 GW2722|                                                           dddmmss.s |
 GW2722| GW2726 CAMPBELL 211                        APPROX. 1.8 KM 1821051.1 |
 GW2722|---------------------------------------------------------------------|
 GW2722
 GW2722                          SUPERSEDED SURVEY CONTROL
 GW2722
 GW2722  ELLIP H (09/08/95)  196.84   (m)                       GP(       ) 4 2
 GW2722  NAD 83(1986)-  37 07 56.58704(N)    079 18 24.23741(W) AD(       ) 1
 GW2722  NGVD 29 (07/01/93)  228.8    (m)          751.     (f) GPS OBS        
 GW2722
 GW2722.Superseded values are not recommended for survey control.
 GW2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2722.See file dsdata.txt to determine how the superseded data were derived.
 GW2722
 GW2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5040510900(NAD 83)
 GW2722_MARKER: DD = SURVEY DISK
 GW2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2722_SP_SET: CONCRETE POST
 GW2722_STAMPING: 207
 GW2722_MARK LOGO: VA-031
 GW2722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2722+STABILITY: SURFACE MOTION
 GW2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2722+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2722
 GW2722  HISTORY     - Date     Condition        Report By
 GW2722  HISTORY     - 1992     MONUMENTED       MSI
 GW2722
 GW2722                          STATION DESCRIPTION
 GW2722
 GW2722'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2722'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2722'MI (1.8 KM) SOUTH OF THE TOWN OF LYNCH STATION, ON THE EAST SIDE OF
 GW2722'S.R. 43.
 GW2722'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 43,
 GW2722'PROCEED SOUTH 0.9 MI (1.4 KM) ALONG S.R 43 TO THE STATION ON THE LEFT
 GW2722'ACROSS FROM THE SOUTH END OF A U-SHAPED DRIVEWAY LOOP.
 GW2722'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2722'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2722'SURFACE, STAMPED, 207.  THE DISK IS LOCATED 1.6 FT (0.5 M) WEST OF
 GW2722'A WITNESS POST, 8.1 FT (2.5 M) EAST OF THE EASTERN EDGE OF PAVEMENT,
 GW2722'72.9 FT (22.2 M) WEST OF POWER POLE OF69, AND 47.9 FT (14.6 M)
 GW2722'SOUTHEAST OF NORTHERN EDGE OF CULVERT CROSSING THE SOUTH END OF THE
 GW2722'U-SHAPED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2723 ***********************************************************************
 GW2723  DESIGNATION -  CAMPBELL 208
 GW2723  PID         -  GW2723
 GW2723  STATE/COUNTY-  VA/CAMPBELL
 GW2723  USGS QUAD   -  LYNCH STATION (1984)
 GW2723
 GW2723                         *CURRENT SURVEY CONTROL
 GW2723  ___________________________________________________________________
 GW2723* NAD 83(1993)-  37 07 53.60536(N)    079 17 05.97544(W)     ADJUSTED  
 GW2723* NAVD 88     -       203.6    (meters)     668.     (feet)  VERTCON   
 GW2723  ___________________________________________________________________
 GW2723  X           -     946,600.335 (meters)                     COMP
 GW2723  Y           -  -5,002,558.413 (meters)                     COMP
 GW2723  Z           -   3,829,146.884 (meters)                     COMP
 GW2723  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GW2723  ELLIP HEIGHT-         171.79  (meters)          (05/17/02) GPS OBS
 GW2723  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW2723
 GW2723  HORZ ORDER  -  FIRST
 GW2723  ELLP ORDER  -  FOURTH    CLASS II
 GW2723
 GW2723.The horizontal coordinates were established by GPS observations
 GW2723.and adjusted by the National Geodetic Survey in September 1995..
 GW2723
 GW2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2723
 GW2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2723
 GW2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2723
 GW2723.The ellipsoidal height was determined by GPS observations
 GW2723.and is referenced to NAD 83.
 GW2723
 GW2723.The geoid height was determined by GEOID03.
 GW2723
 GW2723;                    North         East     Units Scale Factor Converg.
 GW2723;SPC VA S     - 1,088,872.259 3,430,251.034   MT  0.99995383   -0 28 35.2
 GW2723;SPC VA S     - 3,572,408.40 11,254,081.93   sFT  0.99995383   -0 28 35.2
 GW2723;UTM  17      - 4,110,843.087   652,337.493   MT  0.99988588   +1 02 07.6
 GW2723
 GW2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2723!SPC VA S     -   0.99997304  x   0.99995383  =   0.99992687
 GW2723!UTM  17      -   0.99997304  x   0.99988588  =   0.99985892
 GW2723
 GW2723                          SUPERSEDED SURVEY CONTROL
 GW2723
 GW2723  ELLIP H (09/08/95)  171.85   (m)                       GP(       ) 4 2
 GW2723  NAD 83(1986)-  37 07 53.61093(N)    079 17 05.98712(W) AD(       ) 1
 GW2723  NGVD 29 (07/01/93)  203.8    (m)          669.     (f) GPS OBS        
 GW2723
 GW2723.Superseded values are not recommended for survey control.
 GW2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2723.See file dsdata.txt to determine how the superseded data were derived.
 GW2723
 GW2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5233710843(NAD 83)
 GW2723_MARKER: DD = SURVEY DISK
 GW2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2723_SP_SET: CONCRETE POST
 GW2723_STAMPING: 208
 GW2723_MARK LOGO: VA-031
 GW2723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2723+STABILITY: SURFACE MOTION
 GW2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2723+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2723
 GW2723  HISTORY     - Date     Condition        Report By
 GW2723  HISTORY     - 1992     MONUMENTED       MSI
 GW2723
 GW2723                          STATION DESCRIPTION
 GW2723
 GW2723'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2723'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2723'MI (1.8 KM) SOUTH OF THE TOWN OF LYNCH STATION, ON THE SOUTH SIDE OF
 GW2723'S.R. 714 (LYNCH MILL ROAD) AND THE EAST SIDE OF OGDEN ROAD.
 GW2723'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 714,
 GW2723'PROCEED SOUTH 1.1 MI (1.8 KM) ALONG S.R 714 TO THE STATION ON THE
 GW2723'RIGHT SOUTHEAST OF THE INTERSECTION WITH OGDEN ROAD.
 GW2723'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2723'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2723'SURFACE, STAMPED, 208.  THE DISK IS LOCATED 25.5 FT (7.8 M)
 GW2723'SOUTHEAST OF THE CENTERLINE OF OGDEN ROAD, 84.0 FT (25.6 M) EAST OF
 GW2723'POWER POLE CE88, AND 80.5 FT (24.5 M) SOUTHWEST OF THE INTERSECTION
 GW2723'OF THE CENTERLINES OF OGDEN ROAD AND S.R. 714 (LYNCH MILL ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2724 ***********************************************************************
 GW2724  DESIGNATION -  CAMPBELL 209
 GW2724  PID         -  GW2724
 GW2724  STATE/COUNTY-  VA/CAMPBELL
 GW2724  USGS QUAD   -  LYNCH STATION (1984)
 GW2724
 GW2724                         *CURRENT SURVEY CONTROL
 GW2724  ___________________________________________________________________
 GW2724* NAD 83(1993)-  37 08 16.95973(N)    079 16 08.62702(W)     ADJUSTED  
 GW2724* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 GW2724  ___________________________________________________________________
 GW2724  X           -     947,910.743 (meters)                     COMP
 GW2724  Y           -  -5,001,870.618 (meters)                     COMP
 GW2724  Z           -   3,829,722.896 (meters)                     COMP
 GW2724  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GW2724  ELLIP HEIGHT-         175.15  (meters)          (05/17/02) GPS OBS
 GW2724  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2724
 GW2724  HORZ ORDER  -  FIRST
 GW2724  ELLP ORDER  -  FOURTH    CLASS II
 GW2724
 GW2724.The horizontal coordinates were established by GPS observations
 GW2724.and adjusted by the National Geodetic Survey in September 1995..
 GW2724
 GW2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2724
 GW2724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2724
 GW2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2724
 GW2724.The ellipsoidal height was determined by GPS observations
 GW2724.and is referenced to NAD 83.
 GW2724
 GW2724.The geoid height was determined by GEOID03.
 GW2724
 GW2724;                    North         East     Units Scale Factor Converg.
 GW2724;SPC VA S     - 1,089,580.516 3,431,672.305   MT  0.99995338   -0 28 00.3
 GW2724;SPC VA S     - 3,574,732.08 11,258,744.89   sFT  0.99995338   -0 28 00.3
 GW2724;UTM  17      - 4,111,588.550   653,739.491   MT  0.99989117   +1 02 42.9
 GW2724
 GW2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2724!SPC VA S     -   0.99997251  x   0.99995338  =   0.99992590
 GW2724!UTM  17      -   0.99997251  x   0.99989117  =   0.99986369
 GW2724
 GW2724                          SUPERSEDED SURVEY CONTROL
 GW2724
 GW2724  ELLIP H (09/08/95)  175.21   (m)                       GP(       ) 4 2
 GW2724  NAD 83(1986)-  37 08 16.96528(N)    079 16 08.63870(W) AD(       ) 1
 GW2724  NGVD 29 (07/01/93)  207.2    (m)          680.     (f) GPS OBS        
 GW2724
 GW2724.Superseded values are not recommended for survey control.
 GW2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2724.See file dsdata.txt to determine how the superseded data were derived.
 GW2724
 GW2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5373911589(NAD 83)
 GW2724_MARKER: DD = SURVEY DISK
 GW2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2724_SP_SET: CONCRETE POST
 GW2724_STAMPING: 209
 GW2724_MARK LOGO: VA-031
 GW2724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2724+STABILITY: SURFACE MOTION
 GW2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2724+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2724
 GW2724  HISTORY     - Date     Condition        Report By
 GW2724  HISTORY     - 1992     MONUMENTED       MSI
 GW2724
 GW2724                          STATION DESCRIPTION
 GW2724
 GW2724'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2724'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.0
 GW2724'MI (3.2 KM) SOUTHEAST OF THE TOWN OF LYNCH STATION, ON THE WEST SIDE
 GW2724'OF S.R. 711.
 GW2724'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 712 AND S.R. 713,
 GW2724'PROCEED EAST 2.2 MI (3.5 KM) ALONG S.R. 712 TO THE INTERSECTION WITH
 GW2724'S.R. 711.  TURN RIGHT AND HEAD SOUTH 0.5 MI (0.8 KM) ALONG S.R. 711
 GW2724'TO THE STATION ON THE RIGHT JUST BEYOND THE BRIDGE OVER U.S. 29
 GW2724'(BYPASS).
 GW2724'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2724'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2724'SURFACE, STAMPED, 209.  THE DISK IS LOCATED 3.0 FT (0.9 M) WEST OF
 GW2724'A WITNESS POST, 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF S.R. 711,
 GW2724'84.5 FT (25.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE AT A
 GW2724'CONCRETE ABUTMENT, AND 67.0 FT (20.4 M) WEST OF POWER POLE NK81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2725 ***********************************************************************
 GW2725  DESIGNATION -  CAMPBELL 210
 GW2725  PID         -  GW2725
 GW2725  STATE/COUNTY-  VA/CAMPBELL
 GW2725  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2725
 GW2725                         *CURRENT SURVEY CONTROL
 GW2725  ___________________________________________________________________
 GW2725* NAD 83(1993)-  37 08 25.85184(N)    079 14 52.36224(W)     ADJUSTED  
 GW2725* NAVD 88     -       187.7    (meters)     616.     (feet)  VERTCON   
 GW2725  ___________________________________________________________________
 GW2725  X           -     949,726.349 (meters)                     COMP
 GW2725  Y           -  -5,001,342.162 (meters)                     COMP
 GW2725  Z           -   3,829,929.840 (meters)                     COMP
 GW2725  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 GW2725  ELLIP HEIGHT-         155.96  (meters)          (05/17/02) GPS OBS
 GW2725  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2725
 GW2725  HORZ ORDER  -  FIRST
 GW2725  ELLP ORDER  -  FOURTH    CLASS II
 GW2725
 GW2725.The horizontal coordinates were established by GPS observations
 GW2725.and adjusted by the National Geodetic Survey in September 1995..
 GW2725
 GW2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2725
 GW2725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2725
 GW2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2725
 GW2725.The ellipsoidal height was determined by GPS observations
 GW2725.and is referenced to NAD 83.
 GW2725
 GW2725.The geoid height was determined by GEOID03.
 GW2725
 GW2725;                    North         East     Units Scale Factor Converg.
 GW2725;SPC VA S     - 1,089,839.497 3,433,556.596   MT  0.99995321   -0 27 14.1
 GW2725;SPC VA S     - 3,575,581.75 11,264,926.93   sFT  0.99995321   -0 27 14.1
 GW2725;UTM  17      - 4,111,897.142   655,616.182   MT  0.99989832   +1 03 29.1
 GW2725
 GW2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2725!SPC VA S     -   0.99997553  x   0.99995321  =   0.99992874
 GW2725!UTM  17      -   0.99997553  x   0.99989832  =   0.99987385
 GW2725
 GW2725                          SUPERSEDED SURVEY CONTROL
 GW2725
 GW2725  ELLIP H (09/08/95)  156.02   (m)                       GP(       ) 4 2
 GW2725  NAD 83(1986)-  37 08 25.85737(N)    079 14 52.37390(W) AD(       ) 1
 GW2725  NGVD 29 (07/01/93)  188.0    (m)          617.     (f) GPS OBS        
 GW2725
 GW2725.Superseded values are not recommended for survey control.
 GW2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2725.See file dsdata.txt to determine how the superseded data were derived.
 GW2725
 GW2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5561611897(NAD 83)
 GW2725_MARKER: DD = SURVEY DISK
 GW2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2725_SP_SET: CONCRETE POST
 GW2725_STAMPING: 210
 GW2725_MARK LOGO: VA-031
 GW2725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2725+STABILITY: SURFACE MOTION
 GW2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2725+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 GW2725
 GW2725  HISTORY     - Date     Condition        Report By
 GW2725  HISTORY     - 1992     MONUMENTED       MSI
 GW2725  HISTORY     - 20060609 GOOD             GEOCAC
 GW2725
 GW2725                          STATION DESCRIPTION
 GW2725
 GW2725'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2725'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.9
 GW2725'MI (4.7 KM) EAST OF THE TOWN OF LYNCH STATION, ON THE EAST SIDE OF
 GW2725'S.R. 712.
 GW2725'TO REACH THE STATION FROM THE INTERSECTION OF THE TURNOFF FROM U.S. 29
 GW2725'BYPASS SOUTHBOUND WITH U.S. 29 BUSINESS AND S.R. 712, PROCEED NORTH
 GW2725'0.1 MI (0.2 KM) ALONG S.R. 712 TO THE STATION ON THE RIGHT ACROSS
 GW2725'FROM RED DIRT ROAD.
 GW2725'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2725'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2725'SURFACE, STAMPED, 210.  THE DISK IS LOCATED 3.4 FT (1.0 M)
 GW2725'SOUTHEAST OF A WITNESS POST, 11.0 FT (3.4 M) WEST OF A VIRGINIA
 GW2725'DEPARTMENT OF HIGHWAYS MONUMENT ON THE EAST SIDE OF S.R. 712,  22.5
 GW2725'FT (6.9 M) SOUTHEAST OF THE CENTERLINE OF S.R. 712, AND 183.5 FT
 GW2725'(55.9 M) SOUTHWEST OF THE POWER POLE A97.
 GW2725
 GW2725                          STATION RECOVERY (2006)
 GW2725
 GW2725'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 GW2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2726 ***********************************************************************
 GW2726  DESIGNATION -  CAMPBELL 211
 GW2726  PID         -  GW2726
 GW2726  STATE/COUNTY-  VA/CAMPBELL
 GW2726  USGS QUAD   -  ALTAVISTA (1978)
 GW2726
 GW2726                         *CURRENT SURVEY CONTROL
 GW2726  ___________________________________________________________________
 GW2726* NAD 83(1993)-  37 06 59.44860(N)    079 18 26.94251(W)     ADJUSTED  
 GW2726* NAVD 88     -       201.7    (meters)     662.     (feet)  VERTCON   
 GW2726  ___________________________________________________________________
 GW2726  X           -     944,823.232 (meters)                     COMP
 GW2726  Y           -  -5,003,918.243 (meters)                     COMP
 GW2726  Z           -   3,827,814.502 (meters)                     COMP
 GW2726  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GW2726  ELLIP HEIGHT-         169.84  (meters)          (05/17/02) GPS OBS
 GW2726  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GW2726
 GW2726  HORZ ORDER  -  FIRST
 GW2726  ELLP ORDER  -  FOURTH    CLASS II
 GW2726
 GW2726.The horizontal coordinates were established by GPS observations
 GW2726.and adjusted by the National Geodetic Survey in September 1995..
 GW2726
 GW2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2726
 GW2726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2726
 GW2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2726
 GW2726.The ellipsoidal height was determined by GPS observations
 GW2726.and is referenced to NAD 83.
 GW2726
 GW2726.The geoid height was determined by GEOID03.
 GW2726
 GW2726;                    North         East     Units Scale Factor Converg.
 GW2726;SPC VA S     - 1,087,219.720 3,428,238.424   MT  0.99995494   -0 29 24.3
 GW2726;SPC VA S     - 3,566,986.70 11,247,478.90   sFT  0.99995494   -0 29 24.3
 GW2726;UTM  17      - 4,109,138.149   650,369.323   MT  0.99987854   +1 01 17.5
 GW2726
 GW2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2726!SPC VA S     -   0.99997335  x   0.99995494  =   0.99992829
 GW2726!UTM  17      -   0.99997335  x   0.99987854  =   0.99985189
 GW2726
 GW2726:                Primary Azimuth Mark                     Grid Az
 GW2726:SPC VA S     -  CAMPBELL 207                             002 40 13.8
 GW2726:UTM  17      -  CAMPBELL 207                             001 09 32.0
 GW2726
 GW2726|---------------------------------------------------------------------|
 GW2726| PID    Reference Object                     Distance      Geod. Az  |
 GW2726|                                                           dddmmss.s |
 GW2726| GW2722 CAMPBELL 207                        APPROX. 1.8 KM 0021049.5 |
 GW2726|---------------------------------------------------------------------|
 GW2726
 GW2726                          SUPERSEDED SURVEY CONTROL
 GW2726
 GW2726  ELLIP H (09/08/95)  169.90   (m)                       GP(       ) 4 2
 GW2726  NAD 83(1986)-  37 06 59.45419(N)    079 18 26.95424(W) AD(       ) 1
 GW2726  NGVD 29 (07/01/93)  201.9    (m)          662.     (f) GPS OBS        
 GW2726
 GW2726.Superseded values are not recommended for survey control.
 GW2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2726.See file dsdata.txt to determine how the superseded data were derived.
 GW2726
 GW2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5036909138(NAD 83)
 GW2726_MARKER: DD = SURVEY DISK
 GW2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2726_SP_SET: CONCRETE POST
 GW2726_STAMPING: 211
 GW2726_MARK LOGO: VA-031
 GW2726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2726+STABILITY: SURFACE MOTION
 GW2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2726+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2726
 GW2726  HISTORY     - Date     Condition        Report By
 GW2726  HISTORY     - 1992     MONUMENTED       MSI
 GW2726
 GW2726                          STATION DESCRIPTION
 GW2726
 GW2726'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2726'THE STATION IS LOCATED IN THE TOWN OF ALTAVISTA, VIRGINIA, ON THE EAST
 GW2726'SIDE OF LAUREL LANE.
 GW2726'TO REACH THE STATION FROM THE INTERSECTION U.S. 29 BUSINESS AND S.R.
 GW2726'43, PROCEED NORTHWEST 1.4 MI (2.3 KM) ALONG S.R. 43 TO THE
 GW2726'INTERSECTION WITH BEVERLY LANE.  TURN LEFT AND GO WEST 0.05 MI
 GW2726'(0.08 KM) ALONG BEVERLY LANE TO THE INTERSECTION WITH LAUREL LANE.
 GW2726'TURN LEFT AND HEAD SOUTH 0.6 MI (1.0 KM) ALONG LAUREL LANE TO THE
 GW2726'STATION ON THE LEFT BETWEEN TWO POWER POLES.
 GW2726'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2726'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2726'SURFACE, STAMPED, 211.  THE DISK IS LOCATED 11.7 FT (3.6 M) EAST OF
 GW2726'THE EAST EDGE OF PAVEMENT OF LAUREL LANE, 64.0 FT (19.5 M) NORTH OF
 GW2726'POWER POLE OJ90, AND 120.8 FT (36.8 M) SOUTH OF POWER POLE PJ04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2727 ***********************************************************************
 GW2727  DESIGNATION -  CAMPBELL 212
 GW2727  PID         -  GW2727
 GW2727  STATE/COUNTY-  VA/CAMPBELL
 GW2727  USGS QUAD   -  ALTAVISTA (1978)
 GW2727
 GW2727                         *CURRENT SURVEY CONTROL
 GW2727  ___________________________________________________________________
 GW2727* NAD 83(1993)-  37 06 22.48753(N)    079 17 08.77615(W)     ADJUSTED  
 GW2727* NAVD 88     -       161.0    (meters)     528.     (feet)  VERTCON   
 GW2727  ___________________________________________________________________
 GW2727  X           -     946,841.237 (meters)                     COMP
 GW2727  Y           -  -5,004,203.470 (meters)                     COMP
 GW2727  Z           -   3,826,881.279 (meters)                     COMP
 GW2727  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GW2727  ELLIP HEIGHT-         129.15  (meters)          (05/17/02) GPS OBS
 GW2727  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2727
 GW2727  HORZ ORDER  -  FIRST
 GW2727  ELLP ORDER  -  FOURTH    CLASS II
 GW2727
 GW2727.The horizontal coordinates were established by GPS observations
 GW2727.and adjusted by the National Geodetic Survey in September 1995..
 GW2727
 GW2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2727
 GW2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2727
 GW2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2727
 GW2727.The ellipsoidal height was determined by GPS observations
 GW2727.and is referenced to NAD 83.
 GW2727
 GW2727.The geoid height was determined by GEOID03.
 GW2727
 GW2727;                    North         East     Units Scale Factor Converg.
 GW2727;SPC VA S     - 1,086,064.102 3,430,158.531   MT  0.99995574   -0 28 36.9
 GW2727;SPC VA S     - 3,563,195.31 11,253,778.45   sFT  0.99995574   -0 28 36.9
 GW2727;UTM  17      - 4,108,033.660   652,319.101   MT  0.99988581   +1 02 03.8
 GW2727
 GW2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2727!SPC VA S     -   0.99997973  x   0.99995574  =   0.99993547
 GW2727!UTM  17      -   0.99997973  x   0.99988581  =   0.99986555
 GW2727
 GW2727                          SUPERSEDED SURVEY CONTROL
 GW2727
 GW2727  ELLIP H (09/08/95)  129.21   (m)                       GP(       ) 4 2
 GW2727  NAD 83(1986)-  37 06 22.49292(N)    079 17 08.78779(W) AD(       ) 1
 GW2727  NGVD 29 (07/01/93)  161.2    (m)          529.     (f) GPS OBS        
 GW2727
 GW2727.Superseded values are not recommended for survey control.
 GW2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2727.See file dsdata.txt to determine how the superseded data were derived.
 GW2727
 GW2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5231908034(NAD 83)
 GW2727_MARKER: DD = SURVEY DISK
 GW2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2727_SP_SET: CONCRETE POST
 GW2727_STAMPING: 212
 GW2727_MARK LOGO: VA-031
 GW2727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2727+STABILITY: SURFACE MOTION
 GW2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2727+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2727
 GW2727  HISTORY     - Date     Condition        Report By
 GW2727  HISTORY     - 1992     MONUMENTED       MSI
 GW2727
 GW2727                          STATION DESCRIPTION
 GW2727
 GW2727'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2727'THE STATION IS LOCATED IN ALTAVISTA, VIRGINIA, ON THE EAST SIDE OF
 GW2727'S.R. 668.
 GW2727'TO REACH THE STATION FROM THE INTERSECTION U.S. 29 BUSINESS AND S.R.
 GW2727'668, PROCEED SOUTH 0.4 MI (0.6 KM) ALONG S.R. 668 TO THE STATION ON
 GW2727'THE LEFT BEFORE THE BRIDGE CROSSING THE ROANOKE RIVER.
 GW2727'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2727'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2727'SURFACE, STAMPED, 212.  THE DISK IS LOCATED 3.0 FT (0.9 M) WEST OF
 GW2727'A WITNESS POST, 34.5 FT (10.5 M) EAST OF THE CENTERLINE OF S.R. 668,
 GW2727'41.0 FT (12.5 M) NORTHEAST OF NORTHERN END OF GUARD RAIL ON THE EAST
 GW2727'SIDE OF S.R. 668, AND 117 FT (35.7 M) NORTH OF THE NORTHEAST CORNER
 GW2727'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2728 ***********************************************************************
 GW2728  DESIGNATION -  CAMPBELL 213
 GW2728  PID         -  GW2728
 GW2728  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2728  USGS QUAD   -  ALTAVISTA (1978)
 GW2728
 GW2728                         *CURRENT SURVEY CONTROL
 GW2728  ___________________________________________________________________
 GW2728* NAD 83(1993)-  37 06 43.13652(N)    079 16 02.00342(W)     ADJUSTED  
 GW2728* NAVD 88     -       221.1    (meters)     725.     (feet)  VERTCON   
 GW2728  ___________________________________________________________________
 GW2728  X           -     948,398.576 (meters)                     COMP
 GW2728  Y           -  -5,003,566.489 (meters)                     COMP
 GW2728  Z           -   3,827,425.244 (meters)                     COMP
 GW2728  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 GW2728  ELLIP HEIGHT-         189.32  (meters)          (05/17/02) GPS OBS
 GW2728  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2728
 GW2728  HORZ ORDER  -  FIRST
 GW2728  ELLP ORDER  -  FOURTH    CLASS II
 GW2728
 GW2728.The horizontal coordinates were established by GPS observations
 GW2728.and adjusted by the National Geodetic Survey in September 1995..
 GW2728
 GW2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2728
 GW2728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2728
 GW2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2728
 GW2728.The ellipsoidal height was determined by GPS observations
 GW2728.and is referenced to NAD 83.
 GW2728
 GW2728.The geoid height was determined by GEOID03.
 GW2728
 GW2728;                    North         East     Units Scale Factor Converg.
 GW2728;SPC VA S     - 1,086,687.053 3,431,812.262   MT  0.99995529   -0 27 56.3
 GW2728;SPC VA S     - 3,565,239.11 11,259,204.06   sFT  0.99995529   -0 27 56.3
 GW2728;UTM  17      - 4,108,699.967   653,955.717   MT  0.99989199   +1 02 44.6
 GW2728
 GW2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2728!SPC VA S     -   0.99997029  x   0.99995529  =   0.99992558
 GW2728!UTM  17      -   0.99997029  x   0.99989199  =   0.99986228
 GW2728
 GW2728                          SUPERSEDED SURVEY CONTROL
 GW2728
 GW2728  ELLIP H (09/08/95)  189.38   (m)                       GP(       ) 4 2
 GW2728  NAD 83(1986)-  37 06 43.14171(N)    079 16 02.01497(W) AD(       ) 1
 GW2728  NGVD 29 (07/01/93)  221.4    (m)          726.     (f) GPS OBS        
 GW2728
 GW2728.Superseded values are not recommended for survey control.
 GW2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2728.See file dsdata.txt to determine how the superseded data were derived.
 GW2728
 GW2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5395608700(NAD 83)
 GW2728_MARKER: DD = SURVEY DISK
 GW2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2728_SP_SET: CONCRETE POST
 GW2728_STAMPING: 213
 GW2728_MARK LOGO: VA-031
 GW2728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2728+STABILITY: SURFACE MOTION
 GW2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2728+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2728
 GW2728  HISTORY     - Date     Condition        Report By
 GW2728  HISTORY     - 1992     MONUMENTED       MSI
 GW2728
 GW2728                          STATION DESCRIPTION
 GW2728
 GW2728'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2728'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 GW2728'1.3 MI (2.1 KM) EAST OF THE TOWN OF ALTAVISTA, ON THE WEST SIDE OF
 GW2728'S.R. 633.
 GW2728'TO REACH THE STATION FROM THE INTERSECTION U.S. 29 (BUSINESS) AND S.R.
 GW2728'668, PROCEED SOUTH 1.5 MI (2.4 KM) ALONG S.R. 668 TO THE INTERSECTION
 GW2728'WITH S.R. 633.  TURN LEFT AND GO NORTH 0.9 MI (1.4 KM) ALONG S.R. 633
 GW2728'TO THE STATION ON THE LEFT BETWEEN TWO HIGH TENSION POWER STRUCTURES.
 GW2728'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2728'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2728'SURFACE, STAMPED, 213.  THE DISK IS LOCATED 43.0 FT (13.1 M) WEST
 GW2728'OF THE CENTERLINE OF S.R. 633, 37.0 FT (11.3 M) NORTH OF THE
 GW2728'NORTHERNMOST POLE OF THE SOUTHERN POWER STRUCTURE, AND 33.0 FT
 GW2728'(10.1 M) SOUTH OF THE WESTERNMOST POLE OF THE NORTHERN POWER
 GW2728'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2729 ***********************************************************************
 GW2729  DESIGNATION -  CAMPBELL 214
 GW2729  PID         -  GW2729
 GW2729  STATE/COUNTY-  VA/CAMPBELL
 GW2729  USGS QUAD   -  BROOKNEAL (1984)
 GW2729
 GW2729                         *CURRENT SURVEY CONTROL
 GW2729  ___________________________________________________________________
 GW2729* NAD 83(1993)-  37 04 40.00779(N)    078 58 29.88616(W)     ADJUSTED  
 GW2729* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 GW2729  ___________________________________________________________________
 GW2729  X           -     974,338.378 (meters)                     COMP
 GW2729  Y           -  -5,000,870.911 (meters)                     COMP
 GW2729  Z           -   3,824,366.645 (meters)                     COMP
 GW2729  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 GW2729  ELLIP HEIGHT-         138.13  (meters)          (05/17/02) GPS OBS
 GW2729  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GW2729
 GW2729  HORZ ORDER  -  FIRST
 GW2729  ELLP ORDER  -  FOURTH    CLASS II
 GW2729
 GW2729.The horizontal coordinates were established by GPS observations
 GW2729.and adjusted by the National Geodetic Survey in September 1995..
 GW2729
 GW2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2729
 GW2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2729
 GW2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2729
 GW2729.The ellipsoidal height was determined by GPS observations
 GW2729.and is referenced to NAD 83.
 GW2729
 GW2729.The geoid height was determined by GEOID03.
 GW2729
 GW2729;                    North         East     Units Scale Factor Converg.
 GW2729;SPC VA S     - 1,082,720.609 3,457,767.320   MT  0.99995811   -0 17 17.8
 GW2729;SPC VA S     - 3,552,225.86 11,344,358.28   sFT  0.99995811   -0 17 17.8
 GW2729;UTM  17      - 4,105,419.098   680,005.984   MT  0.99999917   +1 13 16.4
 GW2729
 GW2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2729!SPC VA S     -   0.99997832  x   0.99995811  =   0.99993643
 GW2729!UTM  17      -   0.99997832  x   0.99999917  =   0.99997749
 GW2729
 GW2729                          SUPERSEDED SURVEY CONTROL
 GW2729
 GW2729  ELLIP H (09/08/95)  138.18   (m)                       GP(       ) 4 2
 GW2729  NAD 83(1986)-  37 04 40.00844(N)    078 58 29.89659(W) AD(       ) 1
 GW2729  NGVD 29 (07/01/93)  169.8    (m)          557.     (f) GPS OBS        
 GW2729
 GW2729.Superseded values are not recommended for survey control.
 GW2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2729.See file dsdata.txt to determine how the superseded data were derived.
 GW2729
 GW2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8000605419(NAD 83)
 GW2729_MARKER: DD = SURVEY DISK
 GW2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2729_SP_SET: CONCRETE POST
 GW2729_STAMPING: 214
 GW2729_MARK LOGO: VA-031
 GW2729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2729+STABILITY: SURFACE MOTION
 GW2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2729+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2729
 GW2729  HISTORY     - Date     Condition        Report By
 GW2729  HISTORY     - 1992     MONUMENTED       MSI
 GW2729
 GW2729                          STATION DESCRIPTION
 GW2729
 GW2729'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2729'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.6
 GW2729'MI (4.2 KM) NORTHWEST OF THE TOWN OF BROOKNEAL, ON THE SOUTH SIDE OF
 GW2729'S.R. 633.
 GW2729'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2729'PROCEED NORTHWEST 2.9 MI (4.7 KM) ALONG U.S. 501 TO THE INTERSECTION
 GW2729'WITH S.R. 633.  TURN RIGHT AND GO NORTHEAST 0.3 MI (0.5 KM) ALONG
 GW2729'S.R. 633 TO THE STATION ON THE RIGHT IN A GRASS ISLAND CREATED BY
 GW2729'S.R. 633 AND THE GRAVEL ROAD.
 GW2729'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2729'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2729'SURFACE, STAMPED, 214.  THE DISK IS LOCATED 16.5 FT (5.0 M) SOUTH
 GW2729'OF THE CENTERLINE OF S.R. 633, 44.5 FT (13.6 M) NORTHWEST OF THE
 GW2729'NORTHWESTERN CORNER OF AN OLD BARN, AND 84.0 FT (25.6 M) NORTHEAST OF
 GW2729'POWER POLE OK-39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2730 ***********************************************************************
 GW2730  DESIGNATION -  CAMPBELL 215
 GW2730  PID         -  GW2730
 GW2730  STATE/COUNTY-  VA/CAMPBELL
 GW2730  USGS QUAD   -  BROOKNEAL (1984)
 GW2730
 GW2730                         *CURRENT SURVEY CONTROL
 GW2730  ___________________________________________________________________
 GW2730* NAD 83(1993)-  37 05 08.93005(N)    078 57 29.70291(W)     ADJUSTED  
 GW2730* NAVD 88     -       174.5    (meters)     573.     (feet)  VERTCON   
 GW2730  ___________________________________________________________________
 GW2730  X           -     975,695.270 (meters)                     COMP
 GW2730  Y           -  -5,000,062.653 (meters)                     COMP
 GW2730  Z           -   3,825,080.962 (meters)                     COMP
 GW2730  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GW2730  ELLIP HEIGHT-         143.11  (meters)          (05/17/02) GPS OBS
 GW2730  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GW2730
 GW2730  HORZ ORDER  -  FIRST
 GW2730  ELLP ORDER  -  FOURTH    CLASS II
 GW2730
 GW2730.The horizontal coordinates were established by GPS observations
 GW2730.and adjusted by the National Geodetic Survey in September 1995..
 GW2730
 GW2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2730
 GW2730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2730
 GW2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2730
 GW2730.The ellipsoidal height was determined by GPS observations
 GW2730.and is referenced to NAD 83.
 GW2730
 GW2730.The geoid height was determined by GEOID03.
 GW2730
 GW2730;                    North         East     Units Scale Factor Converg.
 GW2730;SPC VA S     - 1,083,604.816 3,459,258.109   MT  0.99995742   -0 16 41.2
 GW2730;SPC VA S     - 3,555,126.80 11,349,249.31   sFT  0.99995742   -0 16 41.2
 GW2730;UTM  17      - 4,106,342.313   681,473.028   MT  1.00000570   +1 13 53.5
 GW2730
 GW2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2730!SPC VA S     -   0.99997754  x   0.99995742  =   0.99993496
 GW2730!UTM  17      -   0.99997754  x   1.00000570  =   0.99998324
 GW2730
 GW2730:                Primary Azimuth Mark                     Grid Az
 GW2730:SPC VA S     -  CAMPBELL 216                             102 21 38.8
 GW2730:UTM  17      -  CAMPBELL 216                             100 51 04.1
 GW2730
 GW2730|---------------------------------------------------------------------|
 GW2730| PID    Reference Object                     Distance      Geod. Az  |
 GW2730|                                                           dddmmss.s |
 GW2730| GW2731 CAMPBELL 216                        APPROX. 1.4 KM 1020457.6 |
 GW2730|---------------------------------------------------------------------|
 GW2730
 GW2730                          SUPERSEDED SURVEY CONTROL
 GW2730
 GW2730  ELLIP H (09/08/95)  143.16   (m)                       GP(       ) 4 2
 GW2730  NAD 83(1986)-  37 05 08.93090(N)    078 57 29.71343(W) AD(       ) 1
 GW2730  NGVD 29 (07/01/93)  174.7    (m)          573.     (f) GPS OBS        
 GW2730
 GW2730.Superseded values are not recommended for survey control.
 GW2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2730.See file dsdata.txt to determine how the superseded data were derived.
 GW2730
 GW2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8147306342(NAD 83)
 GW2730_MARKER: DD = SURVEY DISK
 GW2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2730_SP_SET: CONCRETE POST
 GW2730_STAMPING: 215
 GW2730_MARK LOGO: VA-031
 GW2730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2730+STABILITY: SURFACE MOTION
 GW2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2730+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2730
 GW2730  HISTORY     - Date     Condition        Report By
 GW2730  HISTORY     - 1992     MONUMENTED       MSI
 GW2730
 GW2730                          STATION DESCRIPTION
 GW2730
 GW2730'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2730'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.7
 GW2730'MI (4.3 KM) NORTHWEST OF THE TOWN OF BROOKNEAL, ON THE NORTH SIDE OF
 GW2730'S.R. 605.
 GW2730'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2730'PROCEED NORTHWEST 0.8 MI (1.3 KM) ALONG U.S. 501 TO THE INTERSECTION
 GW2730'WITH S.R. 601.  TURN RIGHT AND GO NORTH 1.9 MI (3.1 KM) ALONG S.R.
 GW2730'601 TO THE INTERSECTION WITH S.R. 605.  TURN LEFT AND GO NORTHWEST
 GW2730'0.4 MI (0.6 KM) ALONG S.R. 605 TO THE STATION ON THE RIGHT AT THE
 GW2730'NORTHEASTERN CORNER OF THE INTERSECTION WITH A GRAVEL ROAD.
 GW2730'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2730'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2730'SURFACE, STAMPED, 215.  THE DISK IS LOCATED 1.7 FT (0.5 M) WEST OF
 GW2730'A WITNESS POST, 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF S.R. 605,
 GW2730'12.0 FT (3.7 M) EAST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 70.3
 GW2730'FT (21.4 M) SOUTH OF POWER POLE 107-94-9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2731 ***********************************************************************
 GW2731  DESIGNATION -  CAMPBELL 216
 GW2731  PID         -  GW2731
 GW2731  STATE/COUNTY-  VA/CAMPBELL
 GW2731  USGS QUAD   -  BROOKNEAL (1984)
 GW2731
 GW2731                         *CURRENT SURVEY CONTROL
 GW2731  ___________________________________________________________________
 GW2731* NAD 83(1993)-  37 04 59.08917(N)    078 56 32.34598(W)     ADJUSTED  
 GW2731* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 GW2731  ___________________________________________________________________
 GW2731  X           -     977,118.586 (meters)                     COMP
 GW2731  Y           -  -4,999,959.830 (meters)                     COMP
 GW2731  Z           -   3,824,830.587 (meters)                     COMP
 GW2731  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 GW2731  ELLIP HEIGHT-         129.25  (meters)          (05/17/02) GPS OBS
 GW2731  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GW2731
 GW2731  HORZ ORDER  -  FIRST
 GW2731  ELLP ORDER  -  FOURTH    CLASS II
 GW2731
 GW2731.The horizontal coordinates were established by GPS observations
 GW2731.and adjusted by the National Geodetic Survey in September 1995..
 GW2731
 GW2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2731
 GW2731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2731
 GW2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2731
 GW2731.The ellipsoidal height was determined by GPS observations
 GW2731.and is referenced to NAD 83.
 GW2731
 GW2731.The geoid height was determined by GEOID03.
 GW2731
 GW2731;                    North         East     Units Scale Factor Converg.
 GW2731;SPC VA S     - 1,083,294.706 3,460,673.193   MT  0.99995765   -0 16 06.4
 GW2731;SPC VA S     - 3,554,109.38 11,353,891.97   sFT  0.99995765   -0 16 06.4
 GW2731;UTM  17      - 4,106,069.575   682,895.863   MT  1.00001209   +1 14 27.8
 GW2731
 GW2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2731!SPC VA S     -   0.99997972  x   0.99995765  =   0.99993737
 GW2731!UTM  17      -   0.99997972  x   1.00001209  =   0.99999181
 GW2731
 GW2731:                Primary Azimuth Mark                     Grid Az
 GW2731:SPC VA S     -  CAMPBELL 215                             282 21 38.6
 GW2731:UTM  17      -  CAMPBELL 215                             280 51 04.4
 GW2731
 GW2731|---------------------------------------------------------------------|
 GW2731| PID    Reference Object                     Distance      Geod. Az  |
 GW2731|                                                           dddmmss.s |
 GW2731| GW2730 CAMPBELL 215                        APPROX. 1.4 KM 2820532.2 |
 GW2731|---------------------------------------------------------------------|
 GW2731
 GW2731                          SUPERSEDED SURVEY CONTROL
 GW2731
 GW2731  ELLIP H (09/08/95)  129.30   (m)                       GP(       ) 4 2
 GW2731  NAD 83(1986)-  37 04 59.09014(N)    078 56 32.35672(W) AD(       ) 1
 GW2731  NGVD 29 (07/01/93)  160.9    (m)          528.     (f) GPS OBS        
 GW2731
 GW2731.Superseded values are not recommended for survey control.
 GW2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2731.See file dsdata.txt to determine how the superseded data were derived.
 GW2731
 GW2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8289606070(NAD 83)
 GW2731_MARKER: DD = SURVEY DISK
 GW2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2731_SP_SET: CONCRETE POST
 GW2731_STAMPING: 216
 GW2731_MARK LOGO: VA-031
 GW2731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2731+STABILITY: SURFACE MOTION
 GW2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2731+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2731
 GW2731  HISTORY     - Date     Condition        Report By
 GW2731  HISTORY     - 1992     MONUMENTED       MSI
 GW2731
 GW2731                          STATION DESCRIPTION
 GW2731
 GW2731'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2731'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2731'MI (3.9 KM) NORTH OF THE TOWN OF BROOKNEAL, ON THE SOUTH SIDE OF S.R.
 GW2731'605.
 GW2731'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2731'PROCEED NORTHWEST 0.8 MI (1.3 KM) ALONG U.S. 501 TO THE INTERSECTION
 GW2731'WITH S.R. 601.  TURN RIGHT AND GO NORTH 1.9 MI (3.1 KM) ALONG S.R.
 GW2731'601 TO THE INTERSECTION WITH S.R. 605.  TURN RIGHT AND GO EAST 0.7 MI
 GW2731'(1.1 KM) ALONG S.R. 605 TO THE STATION ON THE RIGHT BESIDE OPEN
 GW2731'GRASSY AREA.
 GW2731'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2731'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2731'SURFACE, STAMPED, 216.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF
 GW2731'A WITNESS POST, 16.0 FT (4.9 M) SOUTH OF THE CENTERLINE OF S.R. 605,
 GW2731'AND 217.0 FT (66.1 M) SOUTHEAST OF POWER POLE 105-6-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2732 ***********************************************************************
 GW2732  DESIGNATION -  CAMPBELL 217
 GW2732  PID         -  GW2732
 GW2732  STATE/COUNTY-  VA/CAMPBELL
 GW2732  USGS QUAD   -  BROOKNEAL (1984)
 GW2732
 GW2732                         *CURRENT SURVEY CONTROL
 GW2732  ___________________________________________________________________
 GW2732* NAD 83(1993)-  37 04 45.35569(N)    078 55 28.24194(W)     ADJUSTED  
 GW2732* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 GW2732  ___________________________________________________________________
 GW2732  X           -     978,724.006 (meters)                     COMP
 GW2732  Y           -  -4,999,919.282 (meters)                     COMP
 GW2732  Z           -   3,824,502.717 (meters)                     COMP
 GW2732  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GW2732  ELLIP HEIGHT-         145.66  (meters)          (05/17/02) GPS OBS
 GW2732  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GW2732
 GW2732  HORZ ORDER  -  FIRST
 GW2732  ELLP ORDER  -  FOURTH    CLASS II
 GW2732
 GW2732.The horizontal coordinates were established by GPS observations
 GW2732.and adjusted by the National Geodetic Survey in September 1995..
 GW2732
 GW2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2732
 GW2732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2732
 GW2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2732
 GW2732.The ellipsoidal height was determined by GPS observations
 GW2732.and is referenced to NAD 83.
 GW2732
 GW2732.The geoid height was determined by GEOID03.
 GW2732
 GW2732;                    North         East     Units Scale Factor Converg.
 GW2732;SPC VA S     - 1,082,864.090 3,462,254.482   MT  0.99995798   -0 15 27.5
 GW2732;SPC VA S     - 3,552,696.60 11,359,079.91   sFT  0.99995798   -0 15 27.5
 GW2732;UTM  17      - 4,105,680.740   684,488.038   MT  1.00001930   +1 15 06.1
 GW2732
 GW2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2732!SPC VA S     -   0.99997714  x   0.99995798  =   0.99993512
 GW2732!UTM  17      -   0.99997714  x   1.00001930  =   0.99999644
 GW2732
 GW2732                          SUPERSEDED SURVEY CONTROL
 GW2732
 GW2732  ELLIP H (09/08/95)  145.71   (m)                       GP(       ) 4 2
 GW2732  NAD 83(1986)-  37 04 45.35692(N)    078 55 28.25274(W) AD(       ) 1
 GW2732  NGVD 29 (07/01/93)  177.3    (m)          582.     (f) GPS OBS        
 GW2732
 GW2732.Superseded values are not recommended for survey control.
 GW2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2732.See file dsdata.txt to determine how the superseded data were derived.
 GW2732
 GW2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8448805681(NAD 83)
 GW2732_MARKER: DD = SURVEY DISK
 GW2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2732_SP_SET: CONCRETE POST
 GW2732_STAMPING: 217
 GW2732_MARK LOGO: VA-031
 GW2732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2732+STABILITY: SURFACE MOTION
 GW2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2732+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2732
 GW2732  HISTORY     - Date     Condition        Report By
 GW2732  HISTORY     - 1992     MONUMENTED       MSI
 GW2732
 GW2732                          STATION DESCRIPTION
 GW2732
 GW2732'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2732'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2732'MI (3.9 KM) NORTH OF THE TOWN OF BROOKNEAL, ON THE SOUTH SIDE OF S.R.
 GW2732'605.
 GW2732'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2732'PROCEED NORTHEAST 3.0 MI (4.8 KM) ALONG S.R. 40 TO THE INTERSECTION
 GW2732'WITH S.R. 605.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG S.R. 605
 GW2732'TO THE STATION ON THE LEFT NEAR GAS PIPELINE EASEMENT.
 GW2732'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2732'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2732'SURFACE, STAMPED, 217.  THE DISK IS LOCATED 1.9 FT (0.6 M) NORTH OF
 GW2732'A WITNESS POST, 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF S.R. 605,
 GW2732'45.0 FT (13.7 M) SOUTHWEST OF A WOODEN FENCE CORNER, AND 66.5 FT
 GW2732'(20.3 M) NORTHEAST OF THE EASTERNMOST GAS PIPELINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2733 ***********************************************************************
 GW2733  DESIGNATION -  CAMPBELL 218
 GW2733  PID         -  GW2733
 GW2733  STATE/COUNTY-  VA/CAMPBELL
 GW2733  USGS QUAD   -  BROOKNEAL (1984)
 GW2733
 GW2733                         *CURRENT SURVEY CONTROL
 GW2733  ___________________________________________________________________
 GW2733* NAD 83(1993)-  37 03 33.00779(N)    078 57 23.84391(W)     ADJUSTED  
 GW2733* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 GW2733  ___________________________________________________________________
 GW2733  X           -     976,178.846 (meters)                     COMP
 GW2733  Y           -  -5,001,784.977 (meters)                     COMP
 GW2733  Z           -   3,822,721.894 (meters)                     COMP
 GW2733  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 GW2733  ELLIP HEIGHT-         143.66  (meters)          (05/17/02) GPS OBS
 GW2733  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GW2733
 GW2733  HORZ ORDER  -  FIRST
 GW2733  ELLP ORDER  -  FOURTH    CLASS II
 GW2733
 GW2733.The horizontal coordinates were established by GPS observations
 GW2733.and adjusted by the National Geodetic Survey in September 1995..
 GW2733
 GW2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2733
 GW2733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2733
 GW2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2733
 GW2733.The ellipsoidal height was determined by GPS observations
 GW2733.and is referenced to NAD 83.
 GW2733
 GW2733.The geoid height was determined by GEOID03.
 GW2733
 GW2733;                    North         East     Units Scale Factor Converg.
 GW2733;SPC VA S     - 1,080,647.229 3,459,388.503   MT  0.99995980   -0 16 37.7
 GW2733;SPC VA S     - 3,545,423.45 11,349,677.11   sFT  0.99995980   -0 16 37.7
 GW2733;UTM  17      - 4,103,389.045   681,681.285   MT  1.00000664   +1 13 54.3
 GW2733
 GW2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2733!SPC VA S     -   0.99997746  x   0.99995980  =   0.99993726
 GW2733!UTM  17      -   0.99997746  x   1.00000664  =   0.99998410
 GW2733
 GW2733                          SUPERSEDED SURVEY CONTROL
 GW2733
 GW2733  ELLIP H (09/08/95)  143.72   (m)                       GP(       ) 4 2
 GW2733  NAD 83(1986)-  37 03 33.00831(N)    078 57 23.85429(W) AD(       ) 1
 GW2733  NGVD 29 (07/01/93)  175.3    (m)          575.     (f) GPS OBS        
 GW2733
 GW2733.Superseded values are not recommended for survey control.
 GW2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2733.See file dsdata.txt to determine how the superseded data were derived.
 GW2733
 GW2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8168103389(NAD 83)
 GW2733_MARKER: DD = SURVEY DISK
 GW2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2733_SP_SET: CONCRETE POST
 GW2733_STAMPING: 218
 GW2733_MARK LOGO: VA-031
 GW2733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2733+STABILITY: SURFACE MOTION
 GW2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2733+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2733
 GW2733  HISTORY     - Date     Condition        Report By
 GW2733  HISTORY     - 1992     MONUMENTED       MSI
 GW2733
 GW2733                          STATION DESCRIPTION
 GW2733
 GW2733'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2733'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2733'MI (1.6 KM) NORTHWEST OF THE TOWN OF BROOKNEAL, ON THE NORTH SIDE OF
 GW2733'U.S. 501.
 GW2733'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2733'PROCEED NORTHWEST 1.2 MI (1.9 KM) ALONG U.S. 501 TO THE STATION ON
 GW2733'THE RIGHT ACROSS FROM BEYOND VIDEO VIDEO RENTAL.
 GW2733'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2733'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2733'SURFACE, STAMPED, 218.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF
 GW2733'A WITNESS POST, 22.5 FT (6.9 M) NORTH OF THE CENTERLINE OF U.S. 501,
 GW2733'50.6 FT (15.4 M) WEST OF FIRE HYDRANT, AND 67.5 FT (20.6 M) SOUTHEAST
 GW2733'OF POWER POLE AM-85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2734 ***********************************************************************
 GW2734  DESIGNATION -  CAMPBELL 220
 GW2734  PID         -  GW2734
 GW2734  STATE/COUNTY-  VA/CAMPBELL
 GW2734  USGS QUAD   -  BROOKNEAL (1984)
 GW2734
 GW2734                         *CURRENT SURVEY CONTROL
 GW2734  ___________________________________________________________________
 GW2734* NAD 83(1993)-  37 03 20.76422(N)    078 54 59.15772(W)     ADJUSTED  
 GW2734* NAVD 88     -       156.0    (meters)     512.     (feet)  VERTCON   
 GW2734  ___________________________________________________________________
 GW2734  X           -     979,727.967 (meters)                     COMP
 GW2734  Y           -  -5,001,307.361 (meters)                     COMP
 GW2734  Z           -   3,822,409.255 (meters)                     COMP
 GW2734  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GW2734  ELLIP HEIGHT-         124.70  (meters)          (05/17/02) GPS OBS
 GW2734  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GW2734
 GW2734  HORZ ORDER  -  FIRST
 GW2734  ELLP ORDER  -  FOURTH    CLASS II
 GW2734
 GW2734.The horizontal coordinates were established by GPS observations
 GW2734.and adjusted by the National Geodetic Survey in September 1995..
 GW2734
 GW2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2734
 GW2734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2734
 GW2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2734
 GW2734.The ellipsoidal height was determined by GPS observations
 GW2734.and is referenced to NAD 83.
 GW2734
 GW2734.The geoid height was determined by GEOID03.
 GW2734
 GW2734;                    North         East     Units Scale Factor Converg.
 GW2734;SPC VA S     - 1,080,253.281 3,462,961.315   MT  0.99996012   -0 15 09.9
 GW2734;SPC VA S     - 3,544,130.97 11,361,398.91   sFT  0.99996012   -0 15 09.9
 GW2734;UTM  17      - 4,103,089.289   685,263.428   MT  1.00002283   +1 15 21.2
 GW2734
 GW2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2734!SPC VA S     -   0.99998043  x   0.99996012  =   0.99994055
 GW2734!UTM  17      -   0.99998043  x   1.00002283  =   1.00000326
 GW2734
 GW2734                          SUPERSEDED SURVEY CONTROL
 GW2734
 GW2734  ELLIP H (09/08/95)  124.75   (m)                       GP(       ) 4 2
 GW2734  NAD 83(1986)-  37 03 20.76526(N)    078 54 59.16841(W) AD(       ) 1
 GW2734  NGVD 29 (07/01/93)  156.3    (m)          513.     (f) GPS OBS        
 GW2734
 GW2734.Superseded values are not recommended for survey control.
 GW2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2734.See file dsdata.txt to determine how the superseded data were derived.
 GW2734
 GW2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8526303089(NAD 83)
 GW2734_MARKER: DD = SURVEY DISK
 GW2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2734_SP_SET: CONCRETE POST
 GW2734_STAMPING: 220
 GW2734_MARK LOGO: VA-031
 GW2734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2734+STABILITY: SURFACE MOTION
 GW2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2734+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2734
 GW2734  HISTORY     - Date     Condition        Report By
 GW2734  HISTORY     - 1992     MONUMENTED       MSI
 GW2734
 GW2734                          STATION DESCRIPTION
 GW2734
 GW2734'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2734'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2734'MI (2.4 KM) EAST OF THE TOWN OF BROOKNEAL, ON THE SOUTH SIDE OF S.R.
 GW2734'881.
 GW2734'TO REACH THE STATION FROM THE INTERSECTION U.S. 501, AND S.R. 40,
 GW2734'PROCEED NORTHEAST 1.0 MI (1.6 KM) ALONG S.R. 40 TO THE INTERSECTION
 GW2734'WITH S.R. 600.  TURN RIGHT AND GO EAST 1.6 MI (2.6 KM) ALONG S.R. 600
 GW2734'TO THE INTERSECTION WITH S.R. 881.  TURN LEFT AND HEAD WEST 0.6 MI
 GW2734'(1.0 KM) ALONG S.R. 881 TO THE STATION ON THE LEFT.
 GW2734'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2734'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2734'SURFACE, STAMPED, 220.  THE DISK IS LOCATED 1.3 FT (0.4 M) NORTH OF
 GW2734'A WITNESS POST, 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF S.R. 881,
 GW2734'AND 90.0 FT (27.4 M) SOUTHWEST OF THE SOUTHWESTERN CORNER OF THE TWO
 GW2734'STORY SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2735 ***********************************************************************
 GW2735  DESIGNATION -  CAMPBELL 221
 GW2735  PID         -  GW2735
 GW2735  STATE/COUNTY-  VA/HALIFAX
 GW2735  USGS QUAD   -  BROOKNEAL (1984)
 GW2735
 GW2735                         *CURRENT SURVEY CONTROL
 GW2735  ___________________________________________________________________
 GW2735* NAD 83(1993)-  37 02 18.63279(N)    078 58 42.92268(W)     ADJUSTED  
 GW2735* NAVD 88     -       171.6    (meters)     563.     (feet)  VERTCON   
 GW2735  ___________________________________________________________________
 GW2735  X           -     974,524.735 (meters)                     COMP
 GW2735  Y           -  -5,003,512.104 (meters)                     COMP
 GW2735  Z           -   3,820,889.851 (meters)                     COMP
 GW2735  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 GW2735  ELLIP HEIGHT-         140.21  (meters)          (05/17/02) GPS OBS
 GW2735  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW2735
 GW2735  HORZ ORDER  -  FIRST
 GW2735  ELLP ORDER  -  FOURTH    CLASS II
 GW2735
 GW2735.The horizontal coordinates were established by GPS observations
 GW2735.and adjusted by the National Geodetic Survey in September 1995..
 GW2735
 GW2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2735
 GW2735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2735
 GW2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2735
 GW2735.The ellipsoidal height was determined by GPS observations
 GW2735.and is referenced to NAD 83.
 GW2735
 GW2735.The geoid height was determined by GEOID03.
 GW2735
 GW2735;                    North         East     Units Scale Factor Converg.
 GW2735;SPC VA S     - 1,078,364.239 3,457,423.239   MT  0.99996179   -0 17 25.7
 GW2735;SPC VA S     - 3,537,933.34 11,343,229.41   sFT  0.99996179   -0 17 25.7
 GW2735;UTM  17      - 4,101,055.008   679,776.729   MT  0.99999816   +1 13 04.5
 GW2735
 GW2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2735!SPC VA S     -   0.99997800  x   0.99996179  =   0.99993979
 GW2735!UTM  17      -   0.99997800  x   0.99999816  =   0.99997616
 GW2735
 GW2735                          SUPERSEDED SURVEY CONTROL
 GW2735
 GW2735  ELLIP H (09/08/95)  140.26   (m)                       GP(       ) 4 2
 GW2735  NAD 83(1986)-  37 02 18.63302(N)    078 58 42.93295(W) AD(       ) 1
 GW2735  NGVD 29 (07/01/93)  171.9    (m)          564.     (f) GPS OBS        
 GW2735
 GW2735.Superseded values are not recommended for survey control.
 GW2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2735.See file dsdata.txt to determine how the superseded data were derived.
 GW2735
 GW2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7977701055(NAD 83)
 GW2735_MARKER: DD = SURVEY DISK
 GW2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2735_SP_SET: CONCRETE POST
 GW2735_STAMPING: 221
 GW2735_MARK LOGO: VA-031
 GW2735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2735+STABILITY: SURFACE MOTION
 GW2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2735+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2735
 GW2735  HISTORY     - Date     Condition        Report By
 GW2735  HISTORY     - 1992     MONUMENTED       MSI
 GW2735
 GW2735                          STATION DESCRIPTION
 GW2735
 GW2735'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2735'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2735'MI (3.5 KM) SOUTHWEST OF THE TOWN OF BROOKNEAL, ON THE WEST SIDE OF
 GW2735'S.R. 941.
 GW2735'TO REACH THE STATION FROM THE INTERSECTION S.R. 808 AND S.R. 40,
 GW2735'PROCEED NORTH 0.4 MI (0.6 KM) ALONG S.R. 808 TO THE INTERSECTION WITH
 GW2735'S.R. 941.  TURN LEFT AND GO NORTH 0.4 MI (0.6 KM) ALONG S.R. 941 TO
 GW2735'THE STATION ON THE LEFT AT THE GAS PIPELINE EASEMENT.
 GW2735'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2735'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2735'SURFACE, STAMPED, 221.  THE DISK IS LOCATED 2.8 FT (0.9 M) EAST OF
 GW2735'A WITNESS POST, 24.5 FT (7.5 M) WEST OF THE CENTERLINE OF S.R. 941,
 GW2735'23.0 FT (7.0 M) NORTHWEST OF THE GAS PIPELINE MARKER, 33.0 FT
 GW2735'(10.1 M) NORTHEAST OF THE POWER POLE NN-50, AND 53.8 FT (16.4 M)
 GW2735'SOUTHWEST OF POWER POLE NN-41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2736 ***********************************************************************
 GW2736  DESIGNATION -  CAMPBELL 222
 GW2736  PID         -  GW2736
 GW2736  STATE/COUNTY-  VA/HALIFAX
 GW2736  USGS QUAD   -  BROOKNEAL (1984)
 GW2736
 GW2736                         *CURRENT SURVEY CONTROL
 GW2736  ___________________________________________________________________
 GW2736* NAD 83(1993)-  37 01 36.87043(N)    078 57 24.90058(W)     ADJUSTED  
 GW2736* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 GW2736  ___________________________________________________________________
 GW2736  X           -     976,566.827 (meters)                     COMP
 GW2736  Y           -  -5,003,909.280 (meters)                     COMP
 GW2736  Z           -   3,819,866.030 (meters)                     COMP
 GW2736  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 GW2736  ELLIP HEIGHT-         146.75  (meters)          (05/17/02) GPS OBS
 GW2736  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GW2736
 GW2736  HORZ ORDER  -  FIRST
 GW2736  ELLP ORDER  -  FOURTH    CLASS II
 GW2736
 GW2736.The horizontal coordinates were established by GPS observations
 GW2736.and adjusted by the National Geodetic Survey in September 1995..
 GW2736
 GW2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2736
 GW2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2736
 GW2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2736
 GW2736.The ellipsoidal height was determined by GPS observations
 GW2736.and is referenced to NAD 83.
 GW2736
 GW2736.The geoid height was determined by GEOID03.
 GW2736
 GW2736;                    North         East     Units Scale Factor Converg.
 GW2736;SPC VA S     - 1,077,067.329 3,459,345.070   MT  0.99996296   -0 16 38.3
 GW2736;SPC VA S     - 3,533,678.40 11,349,534.62   sFT  0.99996296   -0 16 38.3
 GW2736;UTM  17      - 4,099,809.080   681,732.107   MT  1.00000687   +1 13 50.4
 GW2736
 GW2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2736!SPC VA S     -   0.99997697  x   0.99996296  =   0.99993993
 GW2736!UTM  17      -   0.99997697  x   1.00000687  =   0.99998384
 GW2736
 GW2736:                Primary Azimuth Mark                     Grid Az
 GW2736:SPC VA S     -  CAMPBELL 223                             102 39 02.1
 GW2736:UTM  17      -  CAMPBELL 223                             101 08 33.4
 GW2736
 GW2736|---------------------------------------------------------------------|
 GW2736| PID    Reference Object                     Distance      Geod. Az  |
 GW2736|                                                           dddmmss.s |
 GW2736| GW2737 CAMPBELL 223                        APPROX. 1.1 KM 1022223.8 |
 GW2736|---------------------------------------------------------------------|
 GW2736
 GW2736                          SUPERSEDED SURVEY CONTROL
 GW2736
 GW2736  ELLIP H (09/08/95)  146.80   (m)                       GP(       ) 4 2
 GW2736  NAD 83(1986)-  37 01 36.87092(N)    078 57 24.91096(W) AD(       ) 1
 GW2736  NGVD 29 (07/01/93)  178.4    (m)          585.     (f) GPS OBS        
 GW2736
 GW2736.Superseded values are not recommended for survey control.
 GW2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2736.See file dsdata.txt to determine how the superseded data were derived.
 GW2736
 GW2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8173299809(NAD 83)
 GW2736_MARKER: DD = SURVEY DISK
 GW2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2736_SP_SET: CONCRETE POST
 GW2736_STAMPING: 222
 GW2736_MARK LOGO: VA-031
 GW2736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2736+STABILITY: SURFACE MOTION
 GW2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2736+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2736
 GW2736  HISTORY     - Date     Condition        Report By
 GW2736  HISTORY     - 1992     MONUMENTED       MSI
 GW2736
 GW2736                          STATION DESCRIPTION
 GW2736
 GW2736'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2736'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 1.6
 GW2736'MI (2.6 KM) SOUTH OF THE TOWN OF BROOKNEAL, ON THE WEST SIDE OF U.S.
 GW2736'501.
 GW2736'TO REACH THE STATION FROM THE INTERSECTION U.S. 501 AND S.R. 40,
 GW2736'PROCEED SOUTH 1.8 MI (2.9 KM) ALONG S.R. 40 / U.S. 501 TO THE
 GW2736'INTERSECTION WITH S.R. 632 / S.R. 40 AND TO THE STATION ON THE RIGHT
 GW2736'AT THE SOUTHWESTERN CORNER OF THE INTERSECTION.
 GW2736'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2736'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2736'SURFACE, STAMPED, 222.  THE DISK IS LOCATED 1.2 FT (0.4 M) EAST OF
 GW2736'A WITNESS POST, 70.0 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF U.S.
 GW2736'501, 33.0 FT (10.1 M) SOUTHWEST OF THE CENTERLINE OF S.R. 40, AND
 GW2736'81.4 FT (24.8 M) NORTHEAST OF THE TELEPHONE POLE A2-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2737 ***********************************************************************
 GW2737  DESIGNATION -  CAMPBELL 223
 GW2737  PID         -  GW2737
 GW2737  STATE/COUNTY-  VA/HALIFAX
 GW2737  USGS QUAD   -  BROOKNEAL (1984)
 GW2737
 GW2737                         *CURRENT SURVEY CONTROL
 GW2737  ___________________________________________________________________
 GW2737* NAD 83(1993)-  37 01 29.25666(N)    078 56 41.62747(W)     ADJUSTED  
 GW2737* NAVD 88     -       154.6    (meters)     507.     (feet)  VERTCON   
 GW2737  ___________________________________________________________________
 GW2737  X           -     977,640.088 (meters)                     COMP
 GW2737  Y           -  -5,003,824.534 (meters)                     COMP
 GW2737  Z           -   3,819,664.441 (meters)                     COMP
 GW2737  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GW2737  ELLIP HEIGHT-         123.17  (meters)          (05/17/02) GPS OBS
 GW2737  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GW2737
 GW2737  HORZ ORDER  -  FIRST
 GW2737  ELLP ORDER  -  FOURTH    CLASS II
 GW2737
 GW2737.The horizontal coordinates were established by GPS observations
 GW2737.and adjusted by the National Geodetic Survey in September 1995..
 GW2737
 GW2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2737
 GW2737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2737
 GW2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2737
 GW2737.The ellipsoidal height was determined by GPS observations
 GW2737.and is referenced to NAD 83.
 GW2737
 GW2737.The geoid height was determined by GEOID03.
 GW2737
 GW2737;                    North         East     Units Scale Factor Converg.
 GW2737;SPC VA S     - 1,076,827.520 3,460,413.483   MT  0.99996318   -0 16 12.1
 GW2737;SPC VA S     - 3,532,891.62 11,353,039.90   sFT  0.99996318   -0 16 12.1
 GW2737;UTM  17      - 4,099,597.459   682,806.510   MT  1.00001169   +1 14 16.2
 GW2737
 GW2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2737!SPC VA S     -   0.99998067  x   0.99996318  =   0.99994385
 GW2737!UTM  17      -   0.99998067  x   1.00001169  =   0.99999236
 GW2737
 GW2737:                Primary Azimuth Mark                     Grid Az
 GW2737:SPC VA S     -  CAMPBELL 222                             282 39 02.0
 GW2737:UTM  17      -  CAMPBELL 222                             281 08 33.7
 GW2737
 GW2737|---------------------------------------------------------------------|
 GW2737| PID    Reference Object                     Distance      Geod. Az  |
 GW2737|                                                           dddmmss.s |
 GW2737| GW2736 CAMPBELL 222                        APPROX. 1.1 KM 2822249.9 |
 GW2737|---------------------------------------------------------------------|
 GW2737
 GW2737                          SUPERSEDED SURVEY CONTROL
 GW2737
 GW2737  ELLIP H (09/08/95)  123.23   (m)                       GP(       ) 4 2
 GW2737  NAD 83(1986)-  37 01 29.25727(N)    078 56 41.63789(W) AD(       ) 1
 GW2737  NGVD 29 (07/01/93)  154.8    (m)          508.     (f) GPS OBS        
 GW2737
 GW2737.Superseded values are not recommended for survey control.
 GW2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2737.See file dsdata.txt to determine how the superseded data were derived.
 GW2737
 GW2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8280799597(NAD 83)
 GW2737_MARKER: DD = SURVEY DISK
 GW2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2737_SP_SET: CONCRETE POST
 GW2737_STAMPING: 223
 GW2737_MARK LOGO: VA-031
 GW2737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2737+STABILITY: SURFACE MOTION
 GW2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2737+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2737
 GW2737  HISTORY     - Date     Condition        Report By
 GW2737  HISTORY     - 1992     MONUMENTED       MSI
 GW2737
 GW2737                          STATION DESCRIPTION
 GW2737
 GW2737'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2737'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 1.8
 GW2737'MI (2.9 KM) SOUTH OF THE TOWN OF BROOKNEAL, ON THE WEST SIDE OF S.R.
 GW2737'632.
 GW2737'TO REACH THE STATION FROM THE INTERSECTION U.S. 501 AND S.R. 40,
 GW2737'PROCEED SOUTH 1.8 MI (2.9 KM) ALONG S.R. 40 / U.S. 501 TO THE
 GW2737'INTERSECTION WITH S.R. 632 / S.R. 40. TURN LEFT AND GO EAST 0.7 MI
 GW2737'(1.1 KM) ALONG S.R. 632 TO THE STATION ON THE RIGHT IN A GRASSY AREA
 GW2737'AND ADJACENT TO OPEN SCRUB-BRUSH FIELD.
 GW2737'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2737'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2737'SURFACE, STAMPED, 223.  THE DISK IS LOCATED 1.6 FT (0.5 M)
 GW2737'NORTHEAST OF A WITNESS POST, 18.5 FT (5.6 M) SOUTHWEST OF THE
 GW2737'CENTERLINE OF S.R. 632, AND 88.4 FT (26.9 M) WEST OF 6 INCH 0AK TREE
 GW2737'WITH FLAGGED NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2738 ***********************************************************************
 GW2738  DESIGNATION -  CAMPBELL 224
 GW2738  PID         -  GW2738
 GW2738  STATE/COUNTY-  VA/HALIFAX
 GW2738  USGS QUAD   -  BROOKNEAL (1984)
 GW2738
 GW2738                         *CURRENT SURVEY CONTROL
 GW2738  ___________________________________________________________________
 GW2738* NAD 83(1993)-  37 01 06.32977(N)    078 55 42.41417(W)     ADJUSTED  
 GW2738* NAVD 88     -       161.2    (meters)     529.     (feet)  VERTCON   
 GW2738  ___________________________________________________________________
 GW2738  X           -     979,159.268 (meters)                     COMP
 GW2738  Y           -  -5,003,966.569 (meters)                     COMP
 GW2738  Z           -   3,819,104.171 (meters)                     COMP
 GW2738  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GW2738  ELLIP HEIGHT-         129.87  (meters)          (05/17/02) GPS OBS
 GW2738  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GW2738
 GW2738  HORZ ORDER  -  FIRST
 GW2738  ELLP ORDER  -  FOURTH    CLASS II
 GW2738
 GW2738.The horizontal coordinates were established by GPS observations
 GW2738.and adjusted by the National Geodetic Survey in September 1995..
 GW2738
 GW2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2738
 GW2738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2738
 GW2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2738
 GW2738.The ellipsoidal height was determined by GPS observations
 GW2738.and is referenced to NAD 83.
 GW2738
 GW2738.The geoid height was determined by GEOID03.
 GW2738
 GW2738;                    North         East     Units Scale Factor Converg.
 GW2738;SPC VA S     - 1,076,114.010 3,461,873.807   MT  0.99996385   -0 15 36.1
 GW2738;SPC VA S     - 3,530,550.71 11,357,830.98   sFT  0.99996385   -0 15 36.1
 GW2738;UTM  17      - 4,098,922.586   684,285.178   MT  1.00001838   +1 14 51.3
 GW2738
 GW2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2738!SPC VA S     -   0.99997962  x   0.99996385  =   0.99994347
 GW2738!UTM  17      -   0.99997962  x   1.00001838  =   0.99999800
 GW2738
 GW2738                          SUPERSEDED SURVEY CONTROL
 GW2738
 GW2738  ELLIP H (09/08/95)  129.92   (m)                       GP(       ) 4 2
 GW2738  NAD 83(1986)-  37 01 06.33051(N)    078 55 42.42466(W) AD(       ) 1
 GW2738  NGVD 29 (07/01/93)  161.5    (m)          530.     (f) GPS OBS        
 GW2738
 GW2738.Superseded values are not recommended for survey control.
 GW2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2738.See file dsdata.txt to determine how the superseded data were derived.
 GW2738
 GW2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8428598923(NAD 83)
 GW2738_MARKER: DD = SURVEY DISK
 GW2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2738_SP_SET: CONCRETE POST
 GW2738_STAMPING: 224
 GW2738_MARK LOGO: VA-031
 GW2738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2738+STABILITY: SURFACE MOTION
 GW2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2738+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2738
 GW2738  HISTORY     - Date     Condition        Report By
 GW2738  HISTORY     - 1992     MONUMENTED       MSI
 GW2738
 GW2738                          STATION DESCRIPTION
 GW2738
 GW2738'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2738'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2738'MI (3.9 KM) SOUTHEAST OF THE TOWN OF BROOKNEAL, ON THE NORTHWEST SIDE
 GW2738'OF S.R. 632.
 GW2738'TO REACH THE STATION FROM THE INTERSECTION U.S. 501 AND S.R. 40,
 GW2738'PROCEED SOUTH 1.8 MI (2.9 KM) ALONG S.R. 40 / U.S. 501 TO THE
 GW2738'INTERSECTION WITH S.R. 632 / S.R. 40. TURN LEFT AND GO EAST 1.9 MI
 GW2738'(3.1 KM) ALONG S.R. 632 TO THE STATION ON THE LEFT NEAR A GROUP OF
 GW2738'MAIL BOXES AND ACROSS FROM GRAVEL DRIVEWAY.
 GW2738'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2738'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2738'SURFACE, STAMPED, 224.  THE DISK IS LOCATED 2.0 FT (0.6 M)
 GW2738'SOUTHEAST OF A WITNESS POST, 16.0 FT (4.9 M) NORTHEAST OF THE
 GW2738'CENTERLINE OF S.R. 632, 37.0 FT (11.3 M) NORTHEAST OF POWER POLE
 GW2738'SM-29, AND 87.0 FT (26.5 M) WEST OF THE NORTHWESTERN CORNER OF A
 GW2738'LOGGING SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2739 ***********************************************************************
 GW2739  DESIGNATION -  CAMPBELL 225
 GW2739  PID         -  GW2739
 GW2739  STATE/COUNTY-  VA/CAMPBELL
 GW2739  USGS QUAD   -  LYNCH STATION (1984)
 GW2739
 GW2739                         *CURRENT SURVEY CONTROL
 GW2739  ___________________________________________________________________
 GW2739* NAD 83(1993)-  37 13 49.22963(N)    079 19 56.06636(W)     ADJUSTED  
 GW2739* NAVD 88     -       216.7    (meters)     711.     (feet)  VERTCON   
 GW2739  ___________________________________________________________________
 GW2739  X           -     941,250.218 (meters)                     COMP
 GW2739  Y           -  -4,996,836.426 (meters)                     COMP
 GW2739  Z           -   3,837,889.759 (meters)                     COMP
 GW2739  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 GW2739  ELLIP HEIGHT-         184.87  (meters)          (05/17/02) GPS OBS
 GW2739  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GW2739
 GW2739  HORZ ORDER  -  FIRST
 GW2739  ELLP ORDER  -  FOURTH    CLASS II
 GW2739
 GW2739.The horizontal coordinates were established by GPS observations
 GW2739.and adjusted by the National Geodetic Survey in September 1995..
 GW2739
 GW2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2739
 GW2739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2739
 GW2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2739
 GW2739.The ellipsoidal height was determined by GPS observations
 GW2739.and is referenced to NAD 83.
 GW2739
 GW2739.The geoid height was determined by GEOID03.
 GW2739
 GW2739;                    North         East     Units Scale Factor Converg.
 GW2739;SPC VA S     - 1,099,870.461 3,426,149.705   MT  0.99994825   -0 30 18.4
 GW2739;SPC VA S     - 3,608,491.67 11,240,626.16   sFT  0.99994825   -0 30 18.4
 GW2739;UTM  17      - 4,121,728.360   647,947.499   MT  0.99986963   +1 00 33.2
 GW2739
 GW2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2739!SPC VA S     -   0.99997099  x   0.99994825  =   0.99991924
 GW2739!UTM  17      -   0.99997099  x   0.99986963  =   0.99984062
 GW2739
 GW2739                          SUPERSEDED SURVEY CONTROL
 GW2739
 GW2739  ELLIP H (09/08/95)  184.93   (m)                       GP(       ) 4 2
 GW2739  NAD 83(1993)-  37 13 49.22939(N)    079 19 56.06710(W) AD(       ) 1
 GW2739  NAD 83(1986)-  37 13 49.23629(N)    079 19 56.07817(W) AD(       ) 1
 GW2739  NGVD 29 (07/01/93)  217.0    (m)          712.     (f) GPS OBS        
 GW2739
 GW2739.Superseded values are not recommended for survey control.
 GW2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2739.See file dsdata.txt to determine how the superseded data were derived.
 GW2739
 GW2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4794721728(NAD 83)
 GW2739_MARKER: DD = SURVEY DISK
 GW2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2739_SP_SET: CONCRETE POST
 GW2739_STAMPING: 225
 GW2739_MARK LOGO: VA-031
 GW2739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2739+STABILITY: SURFACE MOTION
 GW2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2739+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2739
 GW2739  HISTORY     - Date     Condition        Report By
 GW2739  HISTORY     - 1992     MONUMENTED       MSI
 GW2739
 GW2739                          STATION DESCRIPTION
 GW2739
 GW2739'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2739'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2739'MI (3.5 KM) NORTHWEST OF A GAGING STATION, ON THE EAST SIDE OF S.R.
 GW2739'740.
 GW2739'TO REACH THE STATION FROM THE INTERSECTION S.R. 695, S.R. 682 AND S.R.
 GW2739'626, PROCEED WEST 1.8 MI (2.9 KM) ALONG S.R. 626 TO THE INTERSECTION
 GW2739'WITH S.R. 740.  TURN RIGHT AND GO NORTH 1.0 MI (1.6 KM) ALONG S.R.
 GW2739'740 TO THE STATION ON THE RIGHT AT THE CUL DE SAC.
 GW2739'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2739'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2739'SURFACE, STAMPED, 225.  THE DISK IS LOCATED 2.5 FT (0.8 M) WEST OF
 GW2739'A WITNESS POST, 55.0 FT (16.8 M) SOUTHEAST OF THE CENTERLINE OF S.R.
 GW2739'740 AT THE END OF THE STATE MAINTENANCE, 127.8 FT (39.0 M) NORTHEAST
 GW2739'OF THE NORTH END OF CULVERT, AND 135.5 FT (41.3 M) NORTHEAST OF A
 GW2739'WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2740 ***********************************************************************
 GW2740  DESIGNATION -  CAMPBELL 226
 GW2740  PID         -  GW2740
 GW2740  STATE/COUNTY-  VA/CAMPBELL
 GW2740  USGS QUAD   -  FOREST (1985)
 GW2740
 GW2740                         *CURRENT SURVEY CONTROL
 GW2740  ___________________________________________________________________
 GW2740* NAD 83(1993)-  37 15 50.61476(N)    079 18 42.83210(W)     ADJUSTED  
 GW2740* NAVD 88     -       239.3    (meters)     785.     (feet)  VERTCON   
 GW2740  ___________________________________________________________________
 GW2740  X           -     942,607.541 (meters)                     COMP
 GW2740  Y           -  -4,994,293.853 (meters)                     COMP
 GW2740  Z           -   3,840,882.338 (meters)                     COMP
 GW2740  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 GW2740  ELLIP HEIGHT-         207.42  (meters)          (05/17/02) GPS OBS
 GW2740  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 GW2740
 GW2740  HORZ ORDER  -  FIRST
 GW2740  ELLP ORDER  -  FOURTH    CLASS II
 GW2740
 GW2740.The horizontal coordinates were established by GPS observations
 GW2740.and adjusted by the National Geodetic Survey in September 1995..
 GW2740
 GW2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2740
 GW2740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2740
 GW2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2740
 GW2740.The ellipsoidal height was determined by GPS observations
 GW2740.and is referenced to NAD 83.
 GW2740
 GW2740.The geoid height was determined by GEOID03.
 GW2740
 GW2740;                    North         East     Units Scale Factor Converg.
 GW2740;SPC VA S     - 1,103,596.518 3,427,986.999   MT  0.99994702   -0 29 33.9
 GW2740;SPC VA S     - 3,620,716.24 11,246,654.01   sFT  0.99994702   -0 29 33.9
 GW2740;UTM  17      - 4,125,501.398   649,685.528   MT  0.99987601   +1 01 20.3
 GW2740
 GW2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2740!SPC VA S     -   0.99996745  x   0.99994702  =   0.99991447
 GW2740!UTM  17      -   0.99996745  x   0.99987601  =   0.99984347
 GW2740
 GW2740                          SUPERSEDED SURVEY CONTROL
 GW2740
 GW2740  ELLIP H (09/08/95)  207.48   (m)                       GP(       ) 4 2
 GW2740  NAD 83(1993)-  37 15 50.61469(N)    079 18 42.83231(W) AD(       ) 1
 GW2740  ELLIP H (11/14/94)  207.48   (m)                       GP(       ) 4 2
 GW2740  NAD 83(1986)-  37 15 50.62091(N)    079 18 42.84447(W) AD(       ) 1
 GW2740  NGVD 29 (07/01/93)  239.5    (m)          786.     (f) GPS OBS        
 GW2740
 GW2740.Superseded values are not recommended for survey control.
 GW2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2740.See file dsdata.txt to determine how the superseded data were derived.
 GW2740
 GW2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4968625501(NAD 83)
 GW2740_MARKER: DD = SURVEY DISK
 GW2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2740_SP_SET: CONCRETE POST
 GW2740_STAMPING: 226
 GW2740_MARK LOGO: VA-031
 GW2740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2740+STABILITY: SURFACE MOTION
 GW2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2740+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2740
 GW2740  HISTORY     - Date     Condition        Report By
 GW2740  HISTORY     - 1992     MONUMENTED       MSI
 GW2740
 GW2740                          STATION DESCRIPTION
 GW2740
 GW2740'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2740'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.2
 GW2740'MI (5.1 KM) SOUTHWEST OF NEW LONDON, ON THE WEST SIDE OF S.R. 811.
 GW2740'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 AND S.R. 623,
 GW2740'PROCEED WEST 1.6 MI (2.6 KM) ALONG U.S. 460 TO THE INTERSECTION WITH
 GW2740'S.R. 811.  TURN LEFT AND GO SOUTH 3.2 MI (5.1 KM) ALONG S.R. 811 TO
 GW2740'THE STATION ON THE RIGHT AT THE DEERWOOD APARTMENTS.
 GW2740'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2740'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2740'SURFACE, STAMPED, 226.  THE DISK IS LOCATED 16.5 FT (5.0 M) WEST OF
 GW2740'THE CENTERLINE OF S.R. 811, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE
 GW2740'OF DRIVEWAY, AND 53.5 FT (16.3 M) SOUTH OF TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2741 ***********************************************************************
 GW2741  DESIGNATION -  CAMPBELL 227
 GW2741  PID         -  GW2741
 GW2741  STATE/COUNTY-  VA/CAMPBELL
 GW2741  USGS QUAD   -  FOREST (1985)
 GW2741
 GW2741                         *CURRENT SURVEY CONTROL
 GW2741  ___________________________________________________________________
 GW2741* NAD 83(1993)-  37 18 20.42392(N)    079 16 19.86378(W)     ADJUSTED  
 GW2741* NAVD 88     -       265.0    (meters)     869.     (feet)  VERTCON   
 GW2741  ___________________________________________________________________
 GW2741  X           -     945,552.019 (meters)                     COMP
 GW2741  Y           -  -4,990,910.473 (meters)                     COMP
 GW2741  Z           -   3,844,572.600 (meters)                     COMP
 GW2741  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 GW2741  ELLIP HEIGHT-         233.13  (meters)          (05/17/02) GPS OBS
 GW2741  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW2741
 GW2741  HORZ ORDER  -  FIRST
 GW2741  ELLP ORDER  -  FOURTH    CLASS II
 GW2741
 GW2741.The horizontal coordinates were established by GPS observations
 GW2741.and adjusted by the National Geodetic Survey in September 1995..
 GW2741
 GW2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2741
 GW2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2741
 GW2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2741
 GW2741.The ellipsoidal height was determined by GPS observations
 GW2741.and is referenced to NAD 83.
 GW2741
 GW2741.The geoid height was determined by GEOID03.
 GW2741
 GW2741;                    North         East     Units Scale Factor Converg.
 GW2741;SPC VA S     - 1,108,184.971 3,431,547.159   MT  0.99994598   -0 28 07.2
 GW2741;SPC VA S     - 3,635,770.19 11,258,334.30   sFT  0.99994598   -0 28 07.2
 GW2741;UTM  17      - 4,130,182.106   653,122.866   MT  0.99988883   +1 02 50.6
 GW2741
 GW2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2741!SPC VA S     -   0.99996342  x   0.99994598  =   0.99990940
 GW2741!UTM  17      -   0.99996342  x   0.99988883  =   0.99985225
 GW2741
 GW2741                          SUPERSEDED SURVEY CONTROL
 GW2741
 GW2741  ELLIP H (09/08/95)  233.19   (m)                       GP(       ) 4 2
 GW2741  NAD 83(1993)-  37 18 20.42386(N)    079 16 19.86386(W) AD(       ) 1
 GW2741  ELLIP H (11/14/94)  233.19   (m)                       GP(       ) 4 2
 GW2741  NAD 83(1986)-  37 18 20.42979(N)    079 16 19.87625(W) AD(       ) 1
 GW2741  NGVD 29 (07/01/93)  265.2    (m)          870.     (f) GPS OBS        
 GW2741
 GW2741.Superseded values are not recommended for survey control.
 GW2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2741.See file dsdata.txt to determine how the superseded data were derived.
 GW2741
 GW2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5312330182(NAD 83)
 GW2741_MARKER: DD = SURVEY DISK
 GW2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2741_SP_SET: CONCRETE POST
 GW2741_STAMPING: 227
 GW2741_MARK LOGO: VA-031
 GW2741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2741+STABILITY: SURFACE MOTION
 GW2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2741+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2741
 GW2741  HISTORY     - Date     Condition        Report By
 GW2741  HISTORY     - 1992     MONUMENTED       MSI
 GW2741  HISTORY     - 20060430 MARK NOT FOUND   USPSQD
 GW2741
 GW2741                          STATION DESCRIPTION
 GW2741
 GW2741'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2741'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.6
 GW2741'MI (1.0 KM) EAST OF NEW LONDON, ON THE SOUTH SIDE OF U.S. 460.
 GW2741'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 AND S.R. 623,
 GW2741'PROCEED EAST 0.5 MI (0.8 KM) ALONG U.S. 460 TO THE STATION ON THE
 GW2741'RIGHT AT THE SOUTHEAST CORNER OF THE INTERSECTION WITH S.R. 1580 (NEW
 GW2741'LONDON DRIVE) AND JUST BEYOND THE 7-ELEVEN STORE.
 GW2741'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2741'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2741'SURFACE, STAMPED, 227.  THE DISK IS LOCATED 48.5 FT (14.8 M) SOUTH
 GW2741'OF THE CENTERLINE OF U.S. 460 EAST, 58.0 FT (17.7 M) WEST OF THE
 GW2741'CENTERLINE OF THE MEDIAN STRIP OF NEW LONDON DRIVE, AND 13.7 FT
 GW2741'(4.2 M) SOUTH OF A STOP SIGN.
 GW2741
 GW2741                          STATION RECOVERY (2006)
 GW2741
 GW2741'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW2741'CONFLICTING DIRECTIONS, MAY HAVE BEEN DESTROYED BY ROAD IMPROVEMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2742 ***********************************************************************
 GW2742  DESIGNATION -  CAMPBELL 228
 GW2742  PID         -  GW2742
 GW2742  STATE/COUNTY-  VA/CAMPBELL
 GW2742  USGS QUAD   -  FOREST (1985)
 GW2742
 GW2742                         *CURRENT SURVEY CONTROL
 GW2742  ___________________________________________________________________
 GW2742* NAD 83(1993)-  37 16 40.77606(N)    079 16 06.58339(W)     ADJUSTED  
 GW2742* NAVD 88     -       227.0    (meters)     745.     (feet)  VERTCON   
 GW2742  ___________________________________________________________________
 GW2742  X           -     946,214.322 (meters)                     COMP
 GW2742  Y           -  -4,992,648.666 (meters)                     COMP
 GW2742  Z           -   3,842,105.546 (meters)                     COMP
 GW2742  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GW2742  ELLIP HEIGHT-         195.16  (meters)          (05/17/02) GPS OBS
 GW2742  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW2742
 GW2742  HORZ ORDER  -  FIRST
 GW2742  ELLP ORDER  -  FOURTH    CLASS II
 GW2742
 GW2742.The horizontal coordinates were established by GPS observations
 GW2742.and adjusted by the National Geodetic Survey in September 1995..
 GW2742
 GW2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2742
 GW2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2742
 GW2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2742
 GW2742.The ellipsoidal height was determined by GPS observations
 GW2742.and is referenced to NAD 83.
 GW2742
 GW2742.The geoid height was determined by GEOID03.
 GW2742
 GW2742;                    North         East     Units Scale Factor Converg.
 GW2742;SPC VA S     - 1,105,110.561 3,431,849.169   MT  0.99994662   -0 27 59.1
 GW2742;SPC VA S     - 3,625,683.57 11,259,325.15   sFT  0.99994662   -0 27 59.1
 GW2742;UTM  17      - 4,127,116.934   653,506.069   MT  0.99989027   +1 02 56.2
 GW2742
 GW2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2742!SPC VA S     -   0.99996938  x   0.99994662  =   0.99991600
 GW2742!UTM  17      -   0.99996938  x   0.99989027  =   0.99985965
 GW2742
 GW2742                          SUPERSEDED SURVEY CONTROL
 GW2742
 GW2742  ELLIP H (09/08/95)  195.22   (m)                       GP(       ) 4 2
 GW2742  NAD 83(1993)-  37 16 40.77598(N)    079 16 06.58347(W) AD(       ) 1
 GW2742  ELLIP H (11/14/94)  195.22   (m)                       GP(       ) 4 2
 GW2742  NAD 83(1986)-  37 16 40.78217(N)    079 16 06.59591(W) AD(       ) 1
 GW2742  NGVD 29 (07/01/93)  227.2    (m)          745.     (f) GPS OBS        
 GW2742
 GW2742.Superseded values are not recommended for survey control.
 GW2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2742.See file dsdata.txt to determine how the superseded data were derived.
 GW2742
 GW2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5350627117(NAD 83)
 GW2742_MARKER: DD = SURVEY DISK
 GW2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2742_SP_SET: CONCRETE POST
 GW2742_STAMPING: 228
 GW2742_MARK LOGO: VA-031
 GW2742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2742+STABILITY: SURFACE MOTION
 GW2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2742+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2742
 GW2742  HISTORY     - Date     Condition        Report By
 GW2742  HISTORY     - 1992     MONUMENTED       MSI
 GW2742
 GW2742                          STATION DESCRIPTION
 GW2742
 GW2742'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2742'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.8
 GW2742'MI (2.9 KM) SOUTH OF NEW LONDON, ON THE EAST SIDE OF S.R. 623.
 GW2742'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 AND S.R. 623,
 GW2742'PROCEED SOUTH 2.3 MI (3.7 KM) ALONG S.R. 623 TO THE STATION ON THE
 GW2742'LEFT BETWEEN A GROUP OF MAIL BOXES AND THE DRIVEWAY LEADING TO A RED
 GW2742'BRICK HOUSE.
 GW2742'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2742'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2742'SURFACE, STAMPED, 228.  THE DISK IS LOCATED 15.4 FT (4.7 M) EAST OF
 GW2742'THE CENTERLINE OF S.R. 623, 39.5 FT (12.0 M) SOUTHEAST OF THE
 GW2742'TELEPHONE BOX, AND 3.2 FT (1.0 M) NORTH OF A MAILBOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2743 ***********************************************************************
 GW2743  DESIGNATION -  CAMPBELL 229
 GW2743  PID         -  GW2743
 GW2743  STATE/COUNTY-  VA/CAMPBELL
 GW2743  USGS QUAD   -  CITY FARM (1985)
 GW2743
 GW2743                         *CURRENT SURVEY CONTROL
 GW2743  ___________________________________________________________________
 GW2743* NAD 83(1993)-  37 17 37.16970(N)    079 13 59.13710(W)     ADJUSTED  
 GW2743* NAVD 88     -       276.3    (meters)     906.     (feet)  VERTCON   
 GW2743  ___________________________________________________________________
 GW2743  X           -     949,109.566 (meters)                     COMP
 GW2743  Y           -  -4,991,066.979 (meters)                     COMP
 GW2743  Z           -   3,843,518.729 (meters)                     COMP
 GW2743  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 GW2743  ELLIP HEIGHT-         244.54  (meters)          (05/17/02) GPS OBS
 GW2743  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2743
 GW2743  HORZ ORDER  -  FIRST
 GW2743  ELLP ORDER  -  FOURTH    CLASS II
 GW2743
 GW2743.The horizontal coordinates were established by GPS observations
 GW2743.and adjusted by the National Geodetic Survey in September 1995..
 GW2743
 GW2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2743
 GW2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2743
 GW2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2743
 GW2743.The ellipsoidal height was determined by GPS observations
 GW2743.and is referenced to NAD 83.
 GW2743
 GW2743.The geoid height was determined by GEOID03.
 GW2743
 GW2743;                    North         East     Units Scale Factor Converg.
 GW2743;SPC VA S     - 1,106,823.984 3,435,002.061   MT  0.99994623   -0 26 41.8
 GW2743;SPC VA S     - 3,631,305.02 11,269,669.26   sFT  0.99994623   -0 26 41.8
 GW2743;UTM  17      - 4,128,913.056   656,612.386   MT  0.99990214   +1 04 14.8
 GW2743
 GW2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2743!SPC VA S     -   0.99996163  x   0.99994623  =   0.99990786
 GW2743!UTM  17      -   0.99996163  x   0.99990214  =   0.99986377
 GW2743
 GW2743                          SUPERSEDED SURVEY CONTROL
 GW2743
 GW2743  ELLIP H (09/08/95)  244.60   (m)                       GP(       ) 4 2
 GW2743  NAD 83(1993)-  37 17 37.16964(N)    079 13 59.13713(W) AD(       ) 1
 GW2743  ELLIP H (11/14/94)  244.60   (m)                       GP(       ) 4 2
 GW2743  NAD 83(1986)-  37 17 37.17556(N)    079 13 59.14969(W) AD(       ) 1
 GW2743  NGVD 29 (07/01/93)  276.6    (m)          907.     (f) GPS OBS        
 GW2743
 GW2743.Superseded values are not recommended for survey control.
 GW2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2743.See file dsdata.txt to determine how the superseded data were derived.
 GW2743
 GW2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5661228913(NAD 83)
 GW2743_MARKER: DD = SURVEY DISK
 GW2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2743_SP_SET: CONCRETE POST
 GW2743_STAMPING: 229
 GW2743_MARK LOGO: VA-031
 GW2743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2743+STABILITY: SURFACE MOTION
 GW2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2743+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2743
 GW2743  HISTORY     - Date     Condition        Report By
 GW2743  HISTORY     - 1992     MONUMENTED       MSI
 GW2743
 GW2743                          STATION DESCRIPTION
 GW2743
 GW2743'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2743'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.8
 GW2743'MI (4.5 KM) SOUTHEAST OF NEW LONDON, ON THE EAST SIDE OF S.R. 682.
 GW2743'TO REACH THE STATION FROM THE INTERSECTION S.R. 681 AND S.R. 682,
 GW2743'PROCEED SOUTH 1.3 MI (2.1 KM) ALONG S.R. 682 TO THE STATION ON THE
 GW2743'LEFT NEAR GRAVEL DRIVE LEADING TO A GROUP OF METAL SHEDS.
 GW2743'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2743'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2743'SURFACE, STAMPED, 229.  THE DISK IS LOCATED 17.4 FT (5.3 M) EAST OF
 GW2743'THE CENTERLINE OF S.R. 682, 17.0 FT (5.2 M) NORTH OF THE CENTERLINE
 GW2743'OF A GRAVEL DRIVEWAY, AND 57.5 FT (17.5 M) SOUTH OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2744 ***********************************************************************
 GW2744  DESIGNATION -  CAMPBELL 230
 GW2744  PID         -  GW2744
 GW2744  STATE/COUNTY-  VA/CAMPBELL
 GW2744  USGS QUAD   -  CITY FARM (1985)
 GW2744
 GW2744                         *CURRENT SURVEY CONTROL
 GW2744  ___________________________________________________________________
 GW2744* NAD 83(1993)-  37 18 37.55689(N)    079 14 24.19644(W)     ADJUSTED  
 GW2744* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 GW2744  ___________________________________________________________________
 GW2744  X           -     948,293.867 (meters)                     COMP
 GW2744  Y           -  -4,990,080.763 (meters)                     COMP
 GW2744  Z           -   3,845,005.010 (meters)                     COMP
 GW2744  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 GW2744  ELLIP HEIGHT-         253.39  (meters)          (05/17/02) GPS OBS
 GW2744  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2744
 GW2744  HORZ ORDER  -  FIRST
 GW2744  ELLP ORDER  -  FOURTH    CLASS II
 GW2744
 GW2744.The horizontal coordinates were established by GPS observations
 GW2744.and adjusted by the National Geodetic Survey in September 1995..
 GW2744
 GW2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2744
 GW2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2744
 GW2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2744
 GW2744.The ellipsoidal height was determined by GPS observations
 GW2744.and is referenced to NAD 83.
 GW2744
 GW2744.The geoid height was determined by GEOID03.
 GW2744
 GW2744;                    North         East     Units Scale Factor Converg.
 GW2744;SPC VA S     - 1,108,690.301 3,434,399.493   MT  0.99994589   -0 26 57.0
 GW2744;SPC VA S     - 3,637,428.10 11,267,692.34   sFT  0.99994589   -0 26 57.0
 GW2744;UTM  17      - 4,130,762.695   655,960.686   MT  0.99989963   +1 04 01.1
 GW2744
 GW2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2744!SPC VA S     -   0.99996024  x   0.99994589  =   0.99990613
 GW2744!UTM  17      -   0.99996024  x   0.99989963  =   0.99985987
 GW2744
 GW2744                          SUPERSEDED SURVEY CONTROL
 GW2744
 GW2744  ELLIP H (09/08/95)  253.45   (m)                       GP(       ) 4 2
 GW2744  NAD 83(1993)-  37 18 37.55684(N)    079 14 24.19647(W) AD(       ) 1
 GW2744  ELLIP H (11/14/94)  253.45   (m)                       GP(       ) 4 2
 GW2744  NAD 83(1986)-  37 18 37.56260(N)    079 14 24.20898(W) AD(       ) 1
 GW2744  NGVD 29 (07/01/93)  285.4    (m)          936.     (f) GPS OBS        
 GW2744
 GW2744.Superseded values are not recommended for survey control.
 GW2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2744.See file dsdata.txt to determine how the superseded data were derived.
 GW2744
 GW2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5596130763(NAD 83)
 GW2744_MARKER: DD = SURVEY DISK
 GW2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2744_SP_SET: CONCRETE POST
 GW2744_STAMPING: 230
 GW2744_MARK LOGO: VA-031
 GW2744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2744+STABILITY: SURFACE MOTION
 GW2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2744+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2744
 GW2744  HISTORY     - Date     Condition        Report By
 GW2744  HISTORY     - 1992     MONUMENTED       MSI
 GW2744
 GW2744                          STATION DESCRIPTION
 GW2744
 GW2744'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2744'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.2
 GW2744'MI (3.5 KM) EAST OF NEW LONDON, ON THE NORTH SIDE OF S.R. 681.
 GW2744'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 AND S.R. 681,
 GW2744'PROCEED EAST 1.6 MI (2.6 KM) ALONG S.R. 681 TO THE STATION ON THE
 GW2744'LEFT BEFORE GRAVEL PULL OFF.
 GW2744'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2744'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2744'SURFACE, STAMPED, 230.  THE DISK IS LOCATED 19.2 FT (5.9 M)
 GW2744'NORTHWEST OF THE CENTERLINE OF S.R. 681, 52.3 SOUTHEAST OF TELEPHONE
 GW2744'PEDESTAL 269 X 10, AND 173.8 FT (53.0 M) NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2745 ***********************************************************************
 GW2745  DESIGNATION -  CAMPBELL 231
 GW2745  PID         -  GW2745
 GW2745  STATE/COUNTY-  VA/CAMPBELL
 GW2745  USGS QUAD   -  FOREST (1985)
 GW2745
 GW2745                         *CURRENT SURVEY CONTROL
 GW2745  ___________________________________________________________________
 GW2745* NAD 83(1993)-  37 20 05.90802(N)    079 15 53.78012(W)     ADJUSTED  
 GW2745* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 GW2745  ___________________________________________________________________
 GW2745  X           -     945,818.563 (meters)                     COMP
 GW2745  Y           -  -4,988,867.803 (meters)                     COMP
 GW2745  Z           -   3,847,169.756 (meters)                     COMP
 GW2745  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 GW2745  ELLIP HEIGHT-         251.14  (meters)          (05/17/02) GPS OBS
 GW2745  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GW2745
 GW2745  HORZ ORDER  -  FIRST
 GW2745  ELLP ORDER  -  FOURTH    CLASS II
 GW2745
 GW2745.The horizontal coordinates were established by GPS observations
 GW2745.and adjusted by the National Geodetic Survey in September 1995..
 GW2745
 GW2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2745
 GW2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2745
 GW2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2745
 GW2745.The ellipsoidal height was determined by GPS observations
 GW2745.and is referenced to NAD 83.
 GW2745
 GW2745.The geoid height was determined by GEOID03.
 GW2745
 GW2745;                    North         East     Units Scale Factor Converg.
 GW2745;SPC VA S     - 1,111,431.406 3,432,215.791   MT  0.99994556   -0 27 51.3
 GW2745;SPC VA S     - 3,646,421.20 11,260,527.97   sFT  0.99994556   -0 27 51.3
 GW2745;UTM  17      - 4,133,444.916   653,705.322   MT  0.99989102   +1 03 08.9
 GW2745
 GW2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2745!SPC VA S     -   0.99996059  x   0.99994556  =   0.99990615
 GW2745!UTM  17      -   0.99996059  x   0.99989102  =   0.99985162
 GW2745
 GW2745                          SUPERSEDED SURVEY CONTROL
 GW2745
 GW2745  ELLIP H (09/08/95)  251.20   (m)                       GP(       ) 4 2
 GW2745  NAD 83(1993)-  37 20 05.90801(N)    079 15 53.78015(W) AD(       ) 1
 GW2745  ELLIP H (11/14/94)  251.20   (m)                       GP(       ) 4 2
 GW2745  NAD 83(1986)-  37 20 05.91338(N)    079 15 53.79242(W) AD(       ) 1
 GW2745  NGVD 29 (07/01/93)  283.2    (m)          929.     (f) GPS OBS        
 GW2745
 GW2745.Superseded values are not recommended for survey control.
 GW2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2745.See file dsdata.txt to determine how the superseded data were derived.
 GW2745
 GW2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5370533445(NAD 83)
 GW2745_MARKER: DD = SURVEY DISK
 GW2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2745_SP_SET: CONCRETE POST
 GW2745_STAMPING: 231
 GW2745_MARK LOGO: VA-031
 GW2745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2745+STABILITY: SURFACE MOTION
 GW2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2745+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2745
 GW2745  HISTORY     - Date     Condition        Report By
 GW2745  HISTORY     - 1992     MONUMENTED       MSI
 GW2745  HISTORY     - 20010123 GOOD             GEOMET
 GW2745  HISTORY     - 20060328 GOOD             USPSQD
 GW2745
 GW2745                          STATION DESCRIPTION
 GW2745
 GW2745'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2745'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.4
 GW2745'MI (3.9 KM) NORTH OF NEW LONDON, ON THE NORTH SIDE OF S.R. 622.
 GW2745'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 BUSINESS AND S.R.
 GW2745'622, PROCEED NORTHWEST 1.1 MI (1.8 KM) ALONG S.R. 622 TO THE STATION
 GW2745'ON THE RIGHT ACROSS FROM THE AMOCO GAS STATION.
 GW2745'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2745'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2745'SURFACE, STAMPED, 231.  THE DISK IS LOCATED 14.1 FT (4.3 M)
 GW2745'NORTHEAST OF THE NORTHERN EDGE OF PAVEMENT OF S.R. 622, 2.6 FT
 GW2745'(0.8 M) SOUTHWEST OF A FENCE CORNER POST, AND 20.2 FT (6.2 M)
 GW2745'SOUTHWEST OF THE CENTERLINE OF AN ASPHALT DRIVEWAY.
 GW2745
 GW2745                          STATION RECOVERY (2001)
 GW2745
 GW2745'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2745'RECOVERED AS DESCRIBED.
 GW2745
 GW2745                          STATION RECOVERY (2006)
 GW2745
 GW2745'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2746 ***********************************************************************
 GW2746  DESIGNATION -  CAMPBELL 232
 GW2746  PID         -  GW2746
 GW2746  STATE/COUNTY-  VA/CAMPBELL
 GW2746  USGS QUAD   -  FOREST (1985)
 GW2746
 GW2746                         *CURRENT SURVEY CONTROL
 GW2746  ___________________________________________________________________
 GW2746* NAD 83(1993)-  37 21 21.63378(N)    079 15 14.21207(W)     ADJUSTED  
 GW2746* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 GW2746  ___________________________________________________________________
 GW2746  X           -     946,505.750 (meters)                     COMP
 GW2746  Y           -  -4,987,264.573 (meters)                     COMP
 GW2746  Z           -   3,849,002.231 (meters)                     COMP
 GW2746  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GW2746  ELLIP HEIGHT-         212.34  (meters)          (05/17/02) GPS OBS
 GW2746  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GW2746
 GW2746  HORZ ORDER  -  FIRST
 GW2746  ELLP ORDER  -  FOURTH    CLASS II
 GW2746
 GW2746.The horizontal coordinates were established by GPS observations
 GW2746.and adjusted by the National Geodetic Survey in September 1995..
 GW2746
 GW2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2746
 GW2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2746
 GW2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2746
 GW2746.The ellipsoidal height was determined by GPS observations
 GW2746.and is referenced to NAD 83.
 GW2746
 GW2746.The geoid height was determined by GEOID03.
 GW2746
 GW2746;                    North         East     Units Scale Factor Converg.
 GW2746;SPC VA S     - 1,113,757.913 3,433,208.380   MT  0.99994542   -0 27 27.3
 GW2746;SPC VA S     - 3,654,054.09 11,263,784.49   sFT  0.99994542   -0 27 27.3
 GW2746;UTM  17      - 4,135,796.761   654,635.923   MT  0.99989456   +1 03 34.8
 GW2746
 GW2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2746!SPC VA S     -   0.99996668  x   0.99994542  =   0.99991210
 GW2746!UTM  17      -   0.99996668  x   0.99989456  =   0.99986124
 GW2746
 GW2746                          SUPERSEDED SURVEY CONTROL
 GW2746
 GW2746  ELLIP H (09/08/95)  212.40   (m)                       GP(       ) 4 2
 GW2746  NAD 83(1993)-  37 21 21.63378(N)    079 15 14.21208(W) AD(       ) 1
 GW2746  ELLIP H (11/14/94)  212.40   (m)                       GP(       ) 4 2
 GW2746  NAD 83(1986)-  37 21 21.63897(N)    079 15 14.22434(W) AD(       ) 1
 GW2746  NGVD 29 (07/01/93)  244.4    (m)          802.     (f) GPS OBS        
 GW2746
 GW2746.Superseded values are not recommended for survey control.
 GW2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2746.See file dsdata.txt to determine how the superseded data were derived.
 GW2746
 GW2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5463635797(NAD 83)
 GW2746_MARKER: DD = SURVEY DISK
 GW2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2746_SP_SET: CONCRETE POST
 GW2746_STAMPING: 232
 GW2746_MARK LOGO: VA-031
 GW2746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2746+STABILITY: SURFACE MOTION
 GW2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2746+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2746
 GW2746  HISTORY     - Date     Condition        Report By
 GW2746  HISTORY     - 1992     MONUMENTED       MSI
 GW2746  HISTORY     - 20010123 GOOD             GEOMET
 GW2746  HISTORY     - 20060328 GOOD             USPSQD
 GW2746
 GW2746                          STATION DESCRIPTION
 GW2746
 GW2746'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2746'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2746'MI (3.1 KM) NORTHWEST OF TIMBERLAKE, ON THE EAST SIDE OF S.R. 1560
 GW2746'(WINDING WAY ROAD).
 GW2746'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 (BUSINESS) AND
 GW2746'S.R. 622, PROCEED NORTH 1.3 MI (2.1 KM) ALONG U.S. 460 (BUSINESS) TO
 GW2746'THE INTERSECTION WITH S.R. 1520 (LAXTON ROAD).  TURN LEFT AND GO WEST
 GW2746'1.2 MI (1.9 KM) ALONG S.R. 1520 (LAXTON ROAD WHICH BECOMES RAINBOW
 GW2746'FOREST DRIVE) TO THE INTERSECTION WITH S.R. 1557 (CROSSWAY DRIVE).
 GW2746'BEAR RIGHT AND GO WEST 0.4 MI (0.6 KM) ALONG S.R. 1557 (CROSSWAY
 GW2746'DRIVE) TO THE INTERSECTION WITH S.R. 1558 (WELLINGTON WAY ROAD). TURN
 GW2746'RIGHT AND HEAD NORTH 0.1 MI (0.2 KM) ALONG S.R. 1558 (WELLINGTON WAY
 GW2746'ROAD) TO THE INTERSECTION WITH S.R. 1560 (WINDING WAY ROAD). TURN
 GW2746'RIGHT AND NORTH TO GO 0.4 MI (0.6 KM) ALONG S.R. 1560 (WINDING WAY
 GW2746'ROAD) TO THE STATION ON THE LEFT IN FRONT OF HOUSE NO. 235.
 GW2746'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2746'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2746'SURFACE, STAMPED, 232.  THE DISK IS LOCATED 18.0 FT (5.5 M)
 GW2746'SOUTHEAST OF THE CENTERLINE OF S.R. 1560 (WINDING WAY ROAD), 42.3 FT
 GW2746'(12.9 M) SOUTHEAST OF A FIRE HYDRANT, AND 95.7 FT (29.2 M) SOUTHWEST
 GW2746'OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NO. 235.
 GW2746
 GW2746                          STATION RECOVERY (2001)
 GW2746
 GW2746'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2746'HOUSE NUMBER 235 HAS BEEN CHANGED TO 638.
 GW2746
 GW2746                          STATION RECOVERY (2006)
 GW2746
 GW2746'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2747 ***********************************************************************
 GW2747  DESIGNATION -  CAMPBELL 233
 GW2747  PID         -  GW2747
 GW2747  STATE/COUNTY-  VA/CAMPBELL
 GW2747  USGS QUAD   -  CITY FARM (1985)
 GW2747
 GW2747                         *CURRENT SURVEY CONTROL
 GW2747  ___________________________________________________________________
 GW2747* NAD 83(1993)-  37 20 48.31737(N)    079 14 17.62769(W)     ADJUSTED  
 GW2747* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 GW2747  ___________________________________________________________________
 GW2747  X           -     947,993.133 (meters)                     COMP
 GW2747  Y           -  -4,987,632.233 (meters)                     COMP
 GW2747  Z           -   3,848,197.601 (meters)                     COMP
 GW2747  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 GW2747  ELLIP HEIGHT-         231.92  (meters)          (05/17/02) GPS OBS
 GW2747  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2747
 GW2747  HORZ ORDER  -  FIRST
 GW2747  ELLP ORDER  -  FOURTH    CLASS II
 GW2747
 GW2747.The horizontal coordinates were established by GPS observations
 GW2747.and adjusted by the National Geodetic Survey in September 1995..
 GW2747
 GW2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2747
 GW2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2747
 GW2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2747
 GW2747.The ellipsoidal height was determined by GPS observations
 GW2747.and is referenced to NAD 83.
 GW2747
 GW2747.The geoid height was determined by GEOID03.
 GW2747
 GW2747;                    North         East     Units Scale Factor Converg.
 GW2747;SPC VA S     - 1,112,719.885 3,434,592.754   MT  0.99994547   -0 26 53.0
 GW2747;SPC VA S     - 3,650,648.49 11,268,326.39   sFT  0.99994547   -0 26 53.0
 GW2747;UTM  17      - 4,134,795.798   656,047.227   MT  0.99989996   +1 04 08.3
 GW2747
 GW2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2747!SPC VA S     -   0.99996361  x   0.99994547  =   0.99990908
 GW2747!UTM  17      -   0.99996361  x   0.99989996  =   0.99986357
 GW2747
 GW2747                          SUPERSEDED SURVEY CONTROL
 GW2747
 GW2747  ELLIP H (09/08/95)  231.98   (m)                       GP(       ) 4 2
 GW2747  NAD 83(1993)-  37 20 48.31736(N)    079 14 17.62770(W) AD(       ) 1
 GW2747  ELLIP H (11/14/94)  231.98   (m)                       GP(       ) 4 2
 GW2747  NAD 83(1986)-  37 20 48.32248(N)    079 14 17.63993(W) AD(       ) 1
 GW2747  NGVD 29 (07/01/93)  264.0    (m)          866.     (f) GPS OBS        
 GW2747
 GW2747.Superseded values are not recommended for survey control.
 GW2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2747.See file dsdata.txt to determine how the superseded data were derived.
 GW2747
 GW2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5604734796(NAD 83)
 GW2747_MARKER: DD = SURVEY DISK
 GW2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2747_SP_SET: CONCRETE POST
 GW2747_STAMPING: 233
 GW2747_MARK LOGO: VA-031
 GW2747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2747+STABILITY: SURFACE MOTION
 GW2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2747+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2747
 GW2747  HISTORY     - Date     Condition        Report By
 GW2747  HISTORY     - 1992     MONUMENTED       MSI
 GW2747
 GW2747                          STATION DESCRIPTION
 GW2747
 GW2747'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2747'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.2
 GW2747'MI (1.9 KM) NORTH OF TIMBERLAKE, ON THE WEST SIDE OF S.R. 9070 ( BEE
 GW2747'DRIVE).
 GW2747'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 (BUSINESS) AND
 GW2747'S.R. 622, PROCEED NORTHEAST 1.3 MI (2.1 KM) ALONG U.S. 460 (BUSINESS)
 GW2747'TO THE INTERSECTION WITH S.R. 1520 (LAXTON ROAD).  TURN LEFT AND GO
 GW2747'WEST 0.2 MI (0.3 KM) ALONG S.R. 1520 (LAXTON ROAD) TO THE
 GW2747'INTERSECTION WITH S.R. 9070 (BEE DRIVE).  TURN LEFT AND HEAD SOUTH
 GW2747'APPROXIMATELY 200 FT (61.0 M) ALONG S.R. 9070 (BEE DRIVE) TO THE
 GW2747'STATION ON THE RIGHT NEAR THE BROOKVILLE MIDDLE SCHOOL BASEBALL
 GW2747'FIELD.
 GW2747'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2747'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2747'SURFACE, STAMPED, 233.  THE DISK IS LOCATED 1.2 FT (0.4 M) EAST OF
 GW2747'WITNESS POST, 16.0 FT (4.9 M) WEST OF THE CENTERLINE OF S.R. 9070
 GW2747'(BEE DRIVE), 41.4 FT (12.6 M) SOUTH OF THE SOUTHWEST CORNER OF CATCH
 GW2747'BASIN, AND 68.3 FT (20.8 M) SOUTHWEST OF AN ABANDONED AND UNNUMBERED
 GW2747'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2748 ***********************************************************************
 GW2748  DESIGNATION -  CAMPBELL 234
 GW2748  PID         -  GW2748
 GW2748  STATE/COUNTY-  VA/CAMPBELL
 GW2748  USGS QUAD   -  CITY FARM (1985)
 GW2748
 GW2748                         *CURRENT SURVEY CONTROL
 GW2748  ___________________________________________________________________
 GW2748* NAD 83(1993)-  37 20 13.10074(N)    079 13 16.97274(W)     ADJUSTED  
 GW2748* NAVD 88     -       280.8    (meters)     921.     (feet)  VERTCON   
 GW2748  ___________________________________________________________________
 GW2748  X           -     949,585.482 (meters)                     COMP
 GW2748  Y           -  -4,988,013.579 (meters)                     COMP
 GW2748  Z           -   3,847,344.802 (meters)                     COMP
 GW2748  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 GW2748  ELLIP HEIGHT-         249.05  (meters)          (05/17/02) GPS OBS
 GW2748  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2748
 GW2748  HORZ ORDER  -  FIRST
 GW2748  ELLP ORDER  -  FOURTH    CLASS II
 GW2748
 GW2748.The horizontal coordinates were established by GPS observations
 GW2748.and adjusted by the National Geodetic Survey in September 1995..
 GW2748
 GW2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2748
 GW2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2748
 GW2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2748
 GW2748.The ellipsoidal height was determined by GPS observations
 GW2748.and is referenced to NAD 83.
 GW2748
 GW2748.The geoid height was determined by GEOID03.
 GW2748
 GW2748;                    North         East     Units Scale Factor Converg.
 GW2748;SPC VA S     - 1,111,622.746 3,436,077.216   MT  0.99994554   -0 26 16.2
 GW2748;SPC VA S     - 3,647,048.96 11,273,196.67   sFT  0.99994554   -0 26 16.2
 GW2748;UTM  17      - 4,133,738.384   657,560.148   MT  0.99990581   +1 04 44.2
 GW2748
 GW2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2748!SPC VA S     -   0.99996092  x   0.99994554  =   0.99990646
 GW2748!UTM  17      -   0.99996092  x   0.99990581  =   0.99986673
 GW2748
 GW2748                          SUPERSEDED SURVEY CONTROL
 GW2748
 GW2748  NAD 83(1993)-  37 20 13.10073(N)    079 13 16.97276(W) AD(       ) 1
 GW2748  ELLIP H (11/14/94)  249.12   (m)                       GP(       ) 4 2
 GW2748  NAD 83(1986)-  37 20 13.10582(N)    079 13 16.98499(W) AD(       ) 1
 GW2748  NGVD 29 (07/01/93)  281.1    (m)          922.     (f) GPS OBS        
 GW2748
 GW2748.Superseded values are not recommended for survey control.
 GW2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2748.See file dsdata.txt to determine how the superseded data were derived.
 GW2748
 GW2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5756033738(NAD 83)
 GW2748_MARKER: DD = SURVEY DISK
 GW2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2748_SP_SET: CONCRETE POST
 GW2748_STAMPING: 234
 GW2748_MARK LOGO: VA-031
 GW2748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2748+STABILITY: SURFACE MOTION
 GW2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2748+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2748
 GW2748  HISTORY     - Date     Condition        Report By
 GW2748  HISTORY     - 1992     MONUMENTED       MSI
 GW2748
 GW2748                          STATION DESCRIPTION
 GW2748
 GW2748'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2748'THE STATION IS LOCATED IN THE CITY OF LYNCHBURG, VIRGINIA,
 GW2748'APPROXIMATELY 1.4 MI (2.3 KM) NORTHEAST OF TIMBERLAKE, ON THE
 GW2748'NORTHEAST SIDE OF S.R. 739 (GREENVIEW ROAD).
 GW2748'TO REACH THE STATION FROM THE INTERSECTION U.S. 460 BUSINESS AND S.R.
 GW2748'622, PROCEED NORTHEAST 1.2 MI (1.9 KM) ALONG U.S. 460 TO THE
 GW2748'INTERSECTION WITH S.R. 739 (GREENVIEW ROAD).  TURN RIGHT AND GO
 GW2748'SOUTHEAST 0.9 MI (1.4 KM) ALONG S.R. 739 (GREENVIEW ROAD) TO THE
 GW2748'STATION ON THE LEFT AT THE ENTRANCE TO BEREAN BAPTIST CHURCH.
 GW2748'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2748'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2748'SURFACE, STAMPED, 234.  THE DISK IS LOCATED 38.4 FT (11.7 M)
 GW2748'NORTHEAST OF THE CENTERLINE OF S.R. 739 (GREENVIEW ROAD), 23.3 FT
 GW2748'(7.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK CHURCH SIGN,
 GW2748'AND 65.5 FT (20.0 M) NORTHWEST OF THE LIGHT POST 175-1421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2749 ***********************************************************************
 GW2749  DESIGNATION -  CAMPBELL 236
 GW2749  PID         -  GW2749
 GW2749  STATE/COUNTY-  VA/CAMPBELL
 GW2749  USGS QUAD   -  CITY FARM (1985)
 GW2749
 GW2749                         *CURRENT SURVEY CONTROL
 GW2749  ___________________________________________________________________
 GW2749* NAD 83(1993)-  37 20 32.15332(N)    079 11 03.47171(W)     ADJUSTED  
 GW2749* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 GW2749  ___________________________________________________________________
 GW2749  X           -     952,744.182 (meters)                     COMP
 GW2749  Y           -  -4,987,034.147 (meters)                     COMP
 GW2749  Z           -   3,847,801.063 (meters)                     COMP
 GW2749  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GW2749  ELLIP HEIGHT-         231.33  (meters)          (05/17/02) GPS OBS
 GW2749  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GW2749
 GW2749  HORZ ORDER  -  FIRST
 GW2749  ELLP ORDER  -  FOURTH    CLASS II
 GW2749
 GW2749.The horizontal coordinates were established by GPS observations
 GW2749.and adjusted by the National Geodetic Survey in September 1995..
 GW2749
 GW2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2749
 GW2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2749
 GW2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2749
 GW2749.The ellipsoidal height was determined by GPS observations
 GW2749.and is referenced to NAD 83.
 GW2749
 GW2749.The geoid height was determined by GEOID03.
 GW2749
 GW2749;                    North         East     Units Scale Factor Converg.
 GW2749;SPC VA S     - 1,112,185.603 3,439,367.455   MT  0.99994550   -0 24 55.1
 GW2749;SPC VA S     - 3,648,895.60 11,283,991.39   sFT  0.99994550   -0 24 55.1
 GW2749;UTM  17      - 4,134,388.119   660,834.225   MT  0.99991865   +1 06 05.7
 GW2749
 GW2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2749!SPC VA S     -   0.99996370  x   0.99994550  =   0.99990920
 GW2749!UTM  17      -   0.99996370  x   0.99991865  =   0.99988235
 GW2749
 GW2749                          SUPERSEDED SURVEY CONTROL
 GW2749
 GW2749  NAD 83(1993)-  37 20 32.15332(N)    079 11 03.47169(W) AD(       ) 1
 GW2749  ELLIP H (11/14/94)  231.40   (m)                       GP(       ) 4 2
 GW2749  NAD 83(1986)-  37 20 32.15809(N)    079 11 03.48370(W) AD(       ) 1
 GW2749  NGVD 29 (07/01/93)  263.3    (m)          864.     (f) GPS OBS        
 GW2749
 GW2749.Superseded values are not recommended for survey control.
 GW2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2749.See file dsdata.txt to determine how the superseded data were derived.
 GW2749
 GW2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6083434388(NAD 83)
 GW2749_MARKER: DD = SURVEY DISK
 GW2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2749_SP_SET: CONCRETE POST
 GW2749_STAMPING: 236
 GW2749_MARK LOGO: VA-031
 GW2749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2749+STABILITY: SURFACE MOTION
 GW2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2749+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2749
 GW2749  HISTORY     - Date     Condition        Report By
 GW2749  HISTORY     - 1992     MONUMENTED       MSI
 GW2749
 GW2749                          STATION DESCRIPTION
 GW2749
 GW2749'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2749'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2749'MI (1.8 KM) NORTH OF CITY FARM, IN THE MEDIAN OF U.S. 460.
 GW2749'TO REACH THE STATION FROM THE U.S. 460 (BYPASS) BRIDGE OVER U.S. 29,
 GW2749'GO EAST 0.4 MI (0.6 KM) ALONG U.S. 460 (BYPASS) TO THE STATION ON THE
 GW2749'LEFT ACROSS FROM LYNCHBURG CITY LIMITS SIGN.
 GW2749'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2749'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2749'SURFACE, STAMPED, 236.  THE DISK IS LOCATED 2.8 FT (0.9 M) FROM A
 GW2749'WITNESS POST, 48.5 FT (14.8 M) NORTH OF THE CENTERLINE OF U.S. 460
 GW2749'EAST, AND 111.0 FT (33.8 M) SOUTHWEST OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2750 ***********************************************************************
 GW2750  DESIGNATION -  CAMPBELL 237
 GW2750  PID         -  GW2750
 GW2750  STATE/COUNTY-  VA/CAMPBELL
 GW2750  USGS QUAD   -  CITY FARM (1985)
 GW2750
 GW2750                         *CURRENT SURVEY CONTROL
 GW2750  ___________________________________________________________________
 GW2750* NAD 83(1993)-  37 18 43.80879(N)    079 11 02.51263(W)     ADJUSTED  
 GW2750* NAVD 88     -       244.1    (meters)     801.     (feet)  VERTCON   
 GW2750  ___________________________________________________________________
 GW2750  X           -     953,144.625 (meters)                     COMP
 GW2750  Y           -  -4,989,004.366 (meters)                     COMP
 GW2750  Z           -   3,845,133.465 (meters)                     COMP
 GW2750  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 GW2750  ELLIP HEIGHT-         212.40  (meters)          (05/17/02) GPS OBS
 GW2750  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 GW2750
 GW2750  HORZ ORDER  -  FIRST
 GW2750  ELLP ORDER  -  FOURTH    CLASS II
 GW2750
 GW2750.The horizontal coordinates were established by GPS observations
 GW2750.and adjusted by the National Geodetic Survey in September 1995..
 GW2750
 GW2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2750
 GW2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2750
 GW2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2750
 GW2750.The ellipsoidal height was determined by GPS observations
 GW2750.and is referenced to NAD 83.
 GW2750
 GW2750.The geoid height was determined by GEOID03.
 GW2750
 GW2750;                    North         East     Units Scale Factor Converg.
 GW2750;SPC VA S     - 1,108,845.567 3,439,366.860   MT  0.99994587   -0 24 54.6
 GW2750;SPC VA S     - 3,637,937.50 11,283,989.44   sFT  0.99994587   -0 24 54.6
 GW2750;UTM  17      - 4,131,049.326   660,922.023   MT  0.99991900   +1 06 03.6
 GW2750
 GW2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2750!SPC VA S     -   0.99996667  x   0.99994587  =   0.99991254
 GW2750!UTM  17      -   0.99996667  x   0.99991900  =   0.99988567
 GW2750
 GW2750                          SUPERSEDED SURVEY CONTROL
 GW2750
 GW2750  ELLIP H (09/08/95)  212.46   (m)                       GP(       ) 4 2
 GW2750  NAD 83(1993)-  37 18 43.80876(N)    079 11 02.51259(W) AD(       ) 1
 GW2750  ELLIP H (11/14/94)  212.46   (m)                       GP(       ) 4 2
 GW2750  NAD 83(1986)-  37 18 43.81405(N)    079 11 02.52504(W) AD(       ) 1
 GW2750  NGVD 29 (07/01/93)  244.4    (m)          802.     (f) GPS OBS        
 GW2750
 GW2750.Superseded values are not recommended for survey control.
 GW2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2750.See file dsdata.txt to determine how the superseded data were derived.
 GW2750
 GW2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6092231049(NAD 83)
 GW2750_MARKER: DD = SURVEY DISK
 GW2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2750_SP_SET: CONCRETE POST
 GW2750_STAMPING: 237
 GW2750_MARK LOGO: VA-031
 GW2750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2750+STABILITY: SURFACE MOTION
 GW2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2750+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2750
 GW2750  HISTORY     - Date     Condition        Report By
 GW2750  HISTORY     - 1992     MONUMENTED       MSI
 GW2750  HISTORY     - 20010123 GOOD             GEOMET
 GW2750  HISTORY     - 20060328 GOOD             USPSQD
 GW2750
 GW2750                          STATION DESCRIPTION
 GW2750
 GW2750'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2750'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.9
 GW2750'MI (1.4 KM) SOUTH OF CITY FARM, ON THE EAST SIDE OF U.S. 29.
 GW2750'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 679,
 GW2750'PROCEED SOUTH 1.0 MI (1.6 KM) ALONG U.S. 29 TO THE STATION ON THE
 GW2750'LEFT AT THE SOUTHEAST CORNER OF THE INTERSECTION WITH S.R. 738 NEAR
 GW2750'EARLS AUTO SALES.
 GW2750'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2750'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2750'SURFACE, STAMPED, 237.  THE DISK IS LOCATED 28.2 FT (8.6 M)
 GW2750'NORTHEAST OF THE CENTERLINE OF U.S. 29 NORTH, 69.8 FT (21.3 M) SOUTH
 GW2750'OF THE CENTERLINE OF S.R. 738, AND 114.7 FT (35.0 M) WEST OF THE
 GW2750'CENTERLINE OF THE ENTRANCE ROAD FROM S.R. 738 TO EARLS AUTO SALES
 GW2750'PARKING AREA.
 GW2750
 GW2750                          STATION RECOVERY (2001)
 GW2750
 GW2750'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2750'EARLS AUTO SALES IS NOW FOSTER MOTORS, INC.
 GW2750
 GW2750                          STATION RECOVERY (2006)
 GW2750
 GW2750'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2751 ***********************************************************************
 GW2751  DESIGNATION -  CAMPBELL 238
 GW2751  PID         -  GW2751
 GW2751  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2751  USGS QUAD   -  LEESVILLE (1982)
 GW2751
 GW2751                         *CURRENT SURVEY CONTROL
 GW2751  ___________________________________________________________________
 GW2751* NAD 83(1993)-  37 01 44.77175(N)    079 25 59.67558(W)     ADJUSTED  
 GW2751* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 GW2751  ___________________________________________________________________
 GW2751  X           -     934,919.770 (meters)                     COMP
 GW2751  Y           -  -5,011,780.028 (meters)                     COMP
 GW2751  Z           -   3,820,113.673 (meters)                     COMP
 GW2751  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 GW2751  ELLIP HEIGHT-         235.06  (meters)          (05/17/02) GPS OBS
 GW2751  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2751
 GW2751  HORZ ORDER  -  FIRST
 GW2751  ELLP ORDER  -  FOURTH    CLASS II
 GW2751
 GW2751.The horizontal coordinates were established by GPS observations
 GW2751.and adjusted by the National Geodetic Survey in September 1995..
 GW2751
 GW2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2751
 GW2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2751
 GW2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2751
 GW2751.The ellipsoidal height was determined by GPS observations
 GW2751.and is referenced to NAD 83.
 GW2751
 GW2751.The geoid height was determined by GEOID03.
 GW2751
 GW2751;                    North         East     Units Scale Factor Converg.
 GW2751;SPC VA S     - 1,077,622.934 3,416,966.578   MT  0.99996274   -0 33 59.1
 GW2751;SPC VA S     - 3,535,501.24 11,210,497.85   sFT  0.99996274   -0 33 59.1
 GW2751;UTM  17      - 4,099,248.499   639,355.524   MT  0.99983924   +0 56 37.3
 GW2751
 GW2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2751!SPC VA S     -   0.99996311  x   0.99996274  =   0.99992585
 GW2751!UTM  17      -   0.99996311  x   0.99983924  =   0.99980236
 GW2751
 GW2751                          SUPERSEDED SURVEY CONTROL
 GW2751
 GW2751  ELLIP H (09/08/95)  235.13   (m)                       GP(       ) 4 2
 GW2751  NAD 83(1986)-  37 01 44.77739(N)    079 25 59.68811(W) AD(       ) 1
 GW2751  NGVD 29 (07/01/93)  267.2    (m)          877.     (f) GPS OBS        
 GW2751
 GW2751.Superseded values are not recommended for survey control.
 GW2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2751.See file dsdata.txt to determine how the superseded data were derived.
 GW2751
 GW2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3935699248(NAD 83)
 GW2751_MARKER: DD = SURVEY DISK
 GW2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2751_SP_SET: CONCRETE POST
 GW2751_STAMPING: 238
 GW2751_MARK LOGO: VA-031
 GW2751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2751+STABILITY: SURFACE MOTION
 GW2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2751+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2751
 GW2751  HISTORY     - Date     Condition        Report By
 GW2751  HISTORY     - 1992     MONUMENTED       MSI
 GW2751
 GW2751                          STATION DESCRIPTION
 GW2751
 GW2751'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2751'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, IN THE TOWN
 GW2751'OF BRIGHTS, ON THE NORTH SIDE OF THE S.R. 609.
 GW2751'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 756,
 GW2751'PROCEED WEST 3.9 MI (6.3 KM) ALONG S.R. 756 TO THE INTERSECTION WITH
 GW2751'S.R. 940.  TURN RIGHT AND GO WEST 1.5 MI (2.4 KM) ALONG S.R. 940 TO
 GW2751'THE INTERSECTION WITH S.R. 609.  TURN RIGHT AND HEAD WEST 0.4 MI
 GW2751'(0.6 KM) ALONG S.R. 609 TO THE STATION ON THE RIGHT BEYOND THE
 GW2751'BRIGHTS GROCERY PARKING AREA.
 GW2751'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2751'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2751'SURFACE, STAMPED, 238.  THE DISK IS LOCATED 22.0 FT (6.7 M)
 GW2751'NORTHEAST OF THE CENTERLINE OF S.R. 609, 21.5 FT (6.6 M) SOUTH OF
 GW2751'POWER POLE 126-66-23, 16.0 FT (4.9 M) NORTH OF A TELEPHONE POLE, AND
 GW2751'70.0 FT (21.3 M) WEST OF THE WESTERN CORNER OF BRIGHTS GROCERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2752 ***********************************************************************
 GW2752  DESIGNATION -  CAMPBELL 239
 GW2752  PID         -  GW2752
 GW2752  STATE/COUNTY-  VA/BEDFORD
 GW2752  USGS QUAD   -  LEESVILLE (1982)
 GW2752
 GW2752                         *CURRENT SURVEY CONTROL
 GW2752  ___________________________________________________________________
 GW2752* NAD 83(1993)-  37 05 17.54854(N)    079 25 27.96030(W)     ADJUSTED  
 GW2752* NAVD 88     -       263.8    (meters)     865.     (feet)  VERTCON   
 GW2752  ___________________________________________________________________
 GW2752  X           -     934,964.395 (meters)                     COMP
 GW2752  Y           -  -5,007,747.832 (meters)                     COMP
 GW2752  Z           -   3,825,346.437 (meters)                     COMP
 GW2752  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 GW2752  ELLIP HEIGHT-         231.87  (meters)          (05/17/02) GPS OBS
 GW2752  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW2752
 GW2752  HORZ ORDER  -  FIRST
 GW2752  ELLP ORDER  -  FOURTH    CLASS II
 GW2752
 GW2752.The horizontal coordinates were established by GPS observations
 GW2752.and adjusted by the National Geodetic Survey in September 1995..
 GW2752
 GW2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2752
 GW2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2752
 GW2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2752
 GW2752.The ellipsoidal height was determined by GPS observations
 GW2752.and is referenced to NAD 83.
 GW2752
 GW2752.The geoid height was determined by GEOID03.
 GW2752
 GW2752;                    North         East     Units Scale Factor Converg.
 GW2752;SPC VA S     - 1,084,174.006 3,417,814.616   MT  0.99995721   -0 33 39.8
 GW2752;SPC VA S     - 3,556,994.22 11,213,280.12   sFT  0.99995721   -0 33 39.8
 GW2752;UTM  17      - 4,105,818.866   640,030.473   MT  0.99984156   +0 57 01.0
 GW2752
 GW2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2752!SPC VA S     -   0.99996361  x   0.99995721  =   0.99992083
 GW2752!UTM  17      -   0.99996361  x   0.99984156  =   0.99980518
 GW2752
 GW2752                          SUPERSEDED SURVEY CONTROL
 GW2752
 GW2752  ELLIP H (09/08/95)  231.94   (m)                       GP(       ) 4 2
 GW2752  NAD 83(1986)-  37 05 17.55431(N)    079 25 27.97270(W) AD(       ) 1
 GW2752  NGVD 29 (07/01/93)  264.0    (m)          866.     (f) GPS OBS        
 GW2752
 GW2752.Superseded values are not recommended for survey control.
 GW2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2752.See file dsdata.txt to determine how the superseded data were derived.
 GW2752
 GW2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4003005819(NAD 83)
 GW2752_MARKER: DD = SURVEY DISK
 GW2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2752_SP_SET: CONCRETE POST
 GW2752_STAMPING: 239
 GW2752_MARK LOGO: VA-031
 GW2752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2752+STABILITY: SURFACE MOTION
 GW2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2752+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2752
 GW2752  HISTORY     - Date     Condition        Report By
 GW2752  HISTORY     - 1992     MONUMENTED       MSI
 GW2752
 GW2752                          STATION DESCRIPTION
 GW2752
 GW2752'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2752'THE STATION IS LOCATED IN BEDFORD COUNTY, VIRGINIA, APPROXIMATELY 1.6
 GW2752'MI (2.6 KM) SOUTHWEST OF BROWNTOWN.
 GW2752'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 630 AND S.R. 631,
 GW2752'PROCEED SOUTH 1.3 MI (2.1 KM) ALONG S.R. 631 TO THE STATION ON THE
 GW2752'RIGHT IN A POWER COMPANY R-O-W.
 GW2752'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2752'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2752'SURFACE, STAMPED, 239.  THE DISK IS LOCATED APPROXIMATELY 600 FT
 GW2752'(182.9 M) NORTH OF THE BEDFORD/CAMPBELL COUNTY LINE IN A POWER
 GW2752'COMPANY R-O-W, 3.0 FT (0.9 M) EAST OF A WITNESS POST, 20.0 FT
 GW2752'(6.1 M) WEST OF S.R. 631, 44.0 FT (13.4 M) SOUTHEAST OF THE
 GW2752'NORTHEASTERNMOST CORNER OF A HIGH-TENSION TOWER, AND 44.0 FT
 GW2752'(13.4 M) NORTHEAST OF THE SOUTHEASTERNMOST CORNER OF THE HIGH-TENSION
 GW2752'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2753 ***********************************************************************
 GW2753  DESIGNATION -  CAMPBELL 240
 GW2753  PID         -  GW2753
 GW2753  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2753  USGS QUAD   -  ALTAVISTA (1978)
 GW2753
 GW2753                         *CURRENT SURVEY CONTROL
 GW2753  ___________________________________________________________________
 GW2753* NAD 83(1993)-  37 06 12.04489(N)    079 21 47.28325(W)     ADJUSTED  
 GW2753* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 GW2753  ___________________________________________________________________
 GW2753  X           -     940,132.670 (meters)                     COMP
 GW2753  Y           -  -5,005,739.192 (meters)                     COMP
 GW2753  Z           -   3,826,679.131 (meters)                     COMP
 GW2753  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 GW2753  ELLIP HEIGHT-         219.66  (meters)          (05/17/02) GPS OBS
 GW2753  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW2753
 GW2753  HORZ ORDER  -  FIRST
 GW2753  ELLP ORDER  -  FOURTH    CLASS II
 GW2753
 GW2753.The horizontal coordinates were established by GPS observations
 GW2753.and adjusted by the National Geodetic Survey in September 1995..
 GW2753
 GW2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2753
 GW2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2753
 GW2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2753
 GW2753.The ellipsoidal height was determined by GPS observations
 GW2753.and is referenced to NAD 83.
 GW2753
 GW2753.The geoid height was determined by GEOID03.
 GW2753
 GW2753;                    North         East     Units Scale Factor Converg.
 GW2753;SPC VA S     - 1,085,802.259 3,423,279.531   MT  0.99995597   -0 31 25.9
 GW2753;SPC VA S     - 3,562,336.24 11,231,209.59   sFT  0.99995597   -0 31 25.9
 GW2753;UTM  17      - 4,107,590.508   645,449.968   MT  0.99986062   +0 59 15.4
 GW2753
 GW2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2753!SPC VA S     -   0.99996553  x   0.99995597  =   0.99992150
 GW2753!UTM  17      -   0.99996553  x   0.99986062  =   0.99982615
 GW2753
 GW2753                          SUPERSEDED SURVEY CONTROL
 GW2753
 GW2753  ELLIP H (09/08/95)  219.72   (m)                       GP(       ) 4 2
 GW2753  NAD 83(1986)-  37 06 12.05066(N)    079 21 47.29536(W) AD(       ) 1
 GW2753  NGVD 29 (07/01/93)  251.8    (m)          826.     (f) GPS OBS        
 GW2753
 GW2753.Superseded values are not recommended for survey control.
 GW2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2753.See file dsdata.txt to determine how the superseded data were derived.
 GW2753
 GW2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4545007591(NAD 83)
 GW2753_MARKER: DD = SURVEY DISK
 GW2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2753_SP_SET: CONCRETE POST
 GW2753_STAMPING: 240
 GW2753_MARK LOGO: VA-031
 GW2753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2753+STABILITY: SURFACE MOTION
 GW2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2753+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2753
 GW2753  HISTORY     - Date     Condition        Report By
 GW2753  HISTORY     - 1992     MONUMENTED       MSI
 GW2753
 GW2753                          STATION DESCRIPTION
 GW2753
 GW2753'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2753'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, 2.5 MI
 GW2753'(4.0 KM) NORTHWEST OF THE TOWN OF MOTLEY.
 GW2753'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 753 AND S.R. 988,
 GW2753'PROCEED NORTH 0.6 MI (1.0 KM) ALONG S.R. 988 TO THE INTERSECTION WITH
 GW2753'S.R. 638.  TURN LEFT ONTO S.R. 638 AND TRAVEL 2.4 MI (3.9 KM)
 GW2753'NORTHWEST TO THE STATION ON THE LEFT.
 GW2753'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2753'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2753'SURFACE, STAMPED, 240.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF
 GW2753'A WITNESS POST, 7.0 FT (2.1 M) EAST OF A POWERLINE, 19.0 FT (5.8 M)
 GW2753'WEST OF THE CENTERLINE OF S.R. 638, AND 68.5 FT (20.9 M) NORTH OF
 GW2753'POWER POLE NUMBER 121-72-5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2754 ***********************************************************************
 GW2754  DESIGNATION -  CAMPBELL 241
 GW2754  PID         -  GW2754
 GW2754  STATE/COUNTY-  VA/CAMPBELL
 GW2754  USGS QUAD   -  LYNCH STATION (1984)
 GW2754
 GW2754                         *CURRENT SURVEY CONTROL
 GW2754  ___________________________________________________________________
 GW2754* NAD 83(1993)-  37 08 50.95244(N)    079 22 02.31818(W)     ADJUSTED  
 GW2754* NAVD 88     -       251.0    (meters)     823.     (feet)  VERTCON   
 GW2754  ___________________________________________________________________
 GW2754  X           -     939,222.152 (meters)                     COMP
 GW2754  Y           -  -5,002,901.272 (meters)                     COMP
 GW2754  Z           -   3,830,584.830 (meters)                     COMP
 GW2754  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GW2754  ELLIP HEIGHT-         219.16  (meters)          (05/17/02) GPS OBS
 GW2754  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW2754
 GW2754  HORZ ORDER  -  FIRST
 GW2754  ELLP ORDER  -  FOURTH    CLASS II
 GW2754
 GW2754.The horizontal coordinates were established by GPS observations
 GW2754.and adjusted by the National Geodetic Survey in September 1995..
 GW2754
 GW2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2754
 GW2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2754
 GW2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2754
 GW2754.The ellipsoidal height was determined by GPS observations
 GW2754.and is referenced to NAD 83.
 GW2754
 GW2754.The geoid height was determined by GEOID03.
 GW2754
 GW2754;                    North         East     Units Scale Factor Converg.
 GW2754;SPC VA S     - 1,090,703.997 3,422,953.324   MT  0.99995273   -0 31 35.0
 GW2754;SPC VA S     - 3,578,418.03 11,230,139.36   sFT  0.99995273   -0 31 35.0
 GW2754;UTM  17      - 4,112,481.470   644,994.580   MT  0.99985898   +0 59 10.0
 GW2754
 GW2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2754!SPC VA S     -   0.99996561  x   0.99995273  =   0.99991834
 GW2754!UTM  17      -   0.99996561  x   0.99985898  =   0.99982459
 GW2754
 GW2754                          SUPERSEDED SURVEY CONTROL
 GW2754
 GW2754  ELLIP H (09/08/95)  219.22   (m)                       GP(       ) 4 2
 GW2754  NAD 83(1986)-  37 08 50.95833(N)    079 22 02.33033(W) AD(       ) 1
 GW2754  NGVD 29 (07/01/93)  251.3    (m)          824.     (f) GPS OBS        
 GW2754
 GW2754.Superseded values are not recommended for survey control.
 GW2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2754.See file dsdata.txt to determine how the superseded data were derived.
 GW2754
 GW2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB4499512481(NAD 83)
 GW2754_MARKER: DD = SURVEY DISK
 GW2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2754_SP_SET: CONCRETE POST
 GW2754_STAMPING: 241
 GW2754_MARK LOGO: VA-031
 GW2754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2754+STABILITY: SURFACE MOTION
 GW2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2754+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2754
 GW2754  HISTORY     - Date     Condition        Report By
 GW2754  HISTORY     - 1992     MONUMENTED       MSI
 GW2754
 GW2754                          STATION DESCRIPTION
 GW2754
 GW2754'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2754'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.0
 GW2754'MI (4.8 KM) WEST OF THE TOWN OF LYNCH STATION.
 GW2754'TO REACH THE STATION FROM THE INTERSECTION OF S.R 43 AND S.R. 628,
 GW2754'PROCEED WEST ALONG S.R. 628 3.1 MI (5.0 KM) TO THE INTERSECTION WITH
 GW2754'S.R. 682. TURN LEFT ONTO S.R. 682 AND TRAVEL 0.7 MI (1.1 KM) SOUTH TO
 GW2754'THE STATION ON THE LEFT.
 GW2754'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2754'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2754'SURFACE, STAMPED, 241.  THE DISK IS LOCATED 3.3 FT (1.0 M) WEST OF
 GW2754'A WITNESS POST, 3.5 FT (1.1 M) WEST OF A FENCELINE, 15.0 FT (4.6 M)
 GW2754'EAST OF THE CENTERLINE OF S.R. 682, AND 73.5 FT (22.4 M) NORTHEAST OF
 GW2754'POWER POLE NUMBER 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2755 ***********************************************************************
 GW2755  DESIGNATION -  CAMPBELL 242
 GW2755  PID         -  GW2755
 GW2755  STATE/COUNTY-  VA/CAMPBELL
 GW2755  USGS QUAD   -  LYNCH STATION (1984)
 GW2755
 GW2755                         *CURRENT SURVEY CONTROL
 GW2755  ___________________________________________________________________
 GW2755* NAD 83(1993)-  37 14 06.37730(N)    079 17 09.14228(W)     ADJUSTED  
 GW2755* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 GW2755  ___________________________________________________________________
 GW2755  X           -     945,234.807 (meters)                     COMP
 GW2755  Y           -  -4,995,761.782 (meters)                     COMP
 GW2755  Z           -   3,838,312.985 (meters)                     COMP
 GW2755  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 GW2755  ELLIP HEIGHT-         188.71  (meters)          (05/17/02) GPS OBS
 GW2755  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW2755
 GW2755  HORZ ORDER  -  FIRST
 GW2755  ELLP ORDER  -  FOURTH    CLASS II
 GW2755
 GW2755.The horizontal coordinates were established by GPS observations
 GW2755.and adjusted by the National Geodetic Survey in September 1995..
 GW2755
 GW2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2755
 GW2755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2755
 GW2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2755
 GW2755.The ellipsoidal height was determined by GPS observations
 GW2755.and is referenced to NAD 83.
 GW2755
 GW2755.The geoid height was determined by GEOID03.
 GW2755
 GW2755;                    North         East     Units Scale Factor Converg.
 GW2755;SPC VA S     - 1,100,363.787 3,430,268.533   MT  0.99994806   -0 28 37.1
 GW2755;SPC VA S     - 3,610,110.19 11,254,139.35   sFT  0.99994806   -0 28 37.1
 GW2755;UTM  17      - 4,122,330.319   652,051.560   MT  0.99988480   +1 02 14.6
 GW2755
 GW2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2755!SPC VA S     -   0.99997039  x   0.99994806  =   0.99991845
 GW2755!UTM  17      -   0.99997039  x   0.99988480  =   0.99985519
 GW2755
 GW2755                          SUPERSEDED SURVEY CONTROL
 GW2755
 GW2755  ELLIP H (09/08/95)  188.76   (m)                       GP(       ) 4 2
 GW2755  NAD 83(1986)-  37 14 06.38372(N)    079 17 09.15447(W) AD(       ) 1
 GW2755  NGVD 29 (07/01/93)  220.8    (m)          724.     (f) GPS OBS        
 GW2755
 GW2755.Superseded values are not recommended for survey control.
 GW2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2755.See file dsdata.txt to determine how the superseded data were derived.
 GW2755
 GW2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5205222330(NAD 83)
 GW2755_MARKER: DD = SURVEY DISK
 GW2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2755_SP_SET: CONCRETE POST
 GW2755_STAMPING: 242
 GW2755_MARK LOGO: VA-031
 GW2755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2755+STABILITY: SURFACE MOTION
 GW2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2755+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2755
 GW2755  HISTORY     - Date     Condition        Report By
 GW2755  HISTORY     - 1992     MONUMENTED       MSI
 GW2755
 GW2755                          STATION DESCRIPTION
 GW2755
 GW2755'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2755'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, IN THE TOWN OF
 GW2755'EVINGTON.
 GW2755'TO REACH THE STATION FROM THE POST OFFICE IN EVINGTON, PROCEED WEST
 GW2755'ALONG S.R. 24 FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF S.R. 683 (N)
 GW2755'. CONTINUE WEST APPROXIMATELY 150 FT (45.7 M) THROUGH A RAILROAD
 GW2755'CROSSING TO THE STATION ON THE RIGHT.
 GW2755'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2755'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2755'SURFACE, STAMPED, 242.  THE DISK IS LOCATED 3.0 FT (0.9 M) SOUTH OF
 GW2755'A WITNESS POST, 27.0 FT (8.2 M) SOUTHWEST OF A POWER POLE, 47.0 FT
 GW2755'(14.3 M) NORTHWEST OF A RAILROAD CROSSING GATE ON THE WEST SIDE OF
 GW2755'THE RAILROAD, AND 73.2 FT (22.3 M) WEST OF A RAILROAD CROSSING GATE
 GW2755'ON THE EAST SIDE OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2756 ***********************************************************************
 GW2756  DESIGNATION -  CAMPBELL 243
 GW2756  PID         -  GW2756
 GW2756  STATE/COUNTY-  VA/CAMPBELL
 GW2756  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2756
 GW2756                         *CURRENT SURVEY CONTROL
 GW2756  ___________________________________________________________________
 GW2756* NAD 83(1993)-  37 14 06.55453(N)    079 14 11.51640(W)     ADJUSTED  
 GW2756* NAVD 88     -       258.4    (meters)     848.     (feet)  VERTCON   
 GW2756  ___________________________________________________________________
 GW2756  X           -     949,541.601 (meters)                     COMP
 GW2756  Y           -  -4,994,972.355 (meters)                     COMP
 GW2756  Z           -   3,838,340.286 (meters)                     COMP
 GW2756  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 GW2756  ELLIP HEIGHT-         226.64  (meters)          (05/17/02) GPS OBS
 GW2756  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW2756
 GW2756  HORZ ORDER  -  FIRST
 GW2756  ELLP ORDER  -  FOURTH    CLASS II
 GW2756
 GW2756.The horizontal coordinates were established by GPS observations
 GW2756.and adjusted by the National Geodetic Survey in September 1995..
 GW2756
 GW2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2756
 GW2756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2756
 GW2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2756
 GW2756.The ellipsoidal height was determined by GPS observations
 GW2756.and is referenced to NAD 83.
 GW2756
 GW2756.The geoid height was determined by GEOID03.
 GW2756
 GW2756;                    North         East     Units Scale Factor Converg.
 GW2756;SPC VA S     - 1,100,333.949 3,434,646.529   MT  0.99994806   -0 26 49.3
 GW2756;SPC VA S     - 3,610,012.30 11,268,502.82   sFT  0.99994806   -0 26 49.3
 GW2756;UTM  17      - 4,122,416.184   656,428.575   MT  0.99990144   +1 04 02.2
 GW2756
 GW2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2756!SPC VA S     -   0.99996444  x   0.99994806  =   0.99991250
 GW2756!UTM  17      -   0.99996444  x   0.99990144  =   0.99986588
 GW2756
 GW2756                          SUPERSEDED SURVEY CONTROL
 GW2756
 GW2756  ELLIP H (09/08/95)  226.69   (m)                       GP(       ) 4 2
 GW2756  NAD 83(1993)-  37 14 06.55435(N)    079 14 11.51657(W) AD(       ) 1
 GW2756  NAD 83(1986)-  37 14 06.56104(N)    079 14 11.52879(W) AD(       ) 1
 GW2756  NGVD 29 (07/01/93)  258.6    (m)          848.     (f) GPS OBS        
 GW2756
 GW2756.Superseded values are not recommended for survey control.
 GW2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2756.See file dsdata.txt to determine how the superseded data were derived.
 GW2756
 GW2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5642922416(NAD 83)
 GW2756_MARKER: DD = SURVEY DISK
 GW2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2756_SP_SET: CONCRETE POST
 GW2756_STAMPING: 243
 GW2756_MARK LOGO: VA-031
 GW2756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2756+STABILITY: SURFACE MOTION
 GW2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2756+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2756
 GW2756  HISTORY     - Date     Condition        Report By
 GW2756  HISTORY     - 1992     MONUMENTED       MSI
 GW2756
 GW2756                          STATION DESCRIPTION
 GW2756
 GW2756'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2756'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.9
 GW2756'MI (4.7 KM) SOUTHWEST OF THE TOWN OF YELLOW BRANCH.
 GW2756'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 24,
 GW2756'PROCEED 2.9 MI (4.7 KM) SOUTHWEST ALONG S.R. 24 TO THE STATION ON THE
 GW2756'RIGHT, JUST NORTHEAST OF THE INTERSECTION WITH S.R. 692 AND S.R. 709.
 GW2756'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2756'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2756'SURFACE, STAMPED, 243.  THE DISK IS LOCATED 1.5 FT (0.5 M) SOUTH OF
 GW2756'A WITNESS POST, 13.2 FT (4.0 M) SOUTHWEST OF A VDH MONUMENT, 19.1
 GW2756'FT (5.8 M) NORTHEAST OF A CHISELED X IN THE EASTERN EDGE OF A
 GW2756'CONCRETE HEADWALL NORTHEAST OF THE INTERSECTION,47.8 FT NORTH OF
 GW2756'POWER POLE NUMBER 901-F8, AND 76.8 FT (23.4 M) EAST OF THE
 GW2756'EASTERNMOST TELEPHONE BOX ON THE WEST SIDE OF A GRAVEL DRIVE, ON THE
 GW2756'SOUTH SIDE OF U.S. 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2757 ***********************************************************************
 GW2757  DESIGNATION -  CAMPBELL 244
 GW2757  PID         -  GW2757
 GW2757  STATE/COUNTY-  VA/CAMPBELL
 GW2757  USGS QUAD   -  CITY FARM (1985)
 GW2757
 GW2757                         *CURRENT SURVEY CONTROL
 GW2757  ___________________________________________________________________
 GW2757* NAD 83(1993)-  37 21 09.44482(N)    079 08 09.55736(W)     ADJUSTED  
 GW2757* NAVD 88     -       231.4    (meters)     759.     (feet)  VERTCON   
 GW2757  ___________________________________________________________________
 GW2757  X           -     956,812.525 (meters)                     COMP
 GW2757  Y           -  -4,985,519.444 (meters)                     COMP
 GW2757  Z           -   3,848,695.880 (meters)                     COMP
 GW2757  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 GW2757  ELLIP HEIGHT-         199.75  (meters)          (05/17/02) GPS OBS
 GW2757  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW2757
 GW2757  HORZ ORDER  -  FIRST
 GW2757  ELLP ORDER  -  FOURTH    CLASS II
 GW2757
 GW2757.The horizontal coordinates were established by GPS observations
 GW2757.and adjusted by the National Geodetic Survey in September 1995..
 GW2757
 GW2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2757
 GW2757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2757
 GW2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2757
 GW2757.The ellipsoidal height was determined by GPS observations
 GW2757.and is referenced to NAD 83.
 GW2757
 GW2757.The geoid height was determined by GEOID03.
 GW2757
 GW2757;                    North         East     Units Scale Factor Converg.
 GW2757;SPC VA S     - 1,113,305.239 3,443,655.624   MT  0.99994543   -0 23 09.6
 GW2757;SPC VA S     - 3,652,568.94 11,298,060.16   sFT  0.99994543   -0 23 09.6
 GW2757;UTM  17      - 4,135,620.866   665,091.172   MT  0.99993574   +1 07 52.3
 GW2757
 GW2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2757!SPC VA S     -   0.99996866  x   0.99994543  =   0.99991409
 GW2757!UTM  17      -   0.99996866  x   0.99993574  =   0.99990440
 GW2757
 GW2757                          SUPERSEDED SURVEY CONTROL
 GW2757
 GW2757  ELLIP H (09/08/95)  199.81   (m)                       GP(       ) 4 2
 GW2757  NAD 83(1993)-  37 21 09.44485(N)    079 08 09.55726(W) AD(       ) 1
 GW2757  ELLIP H (11/14/94)  199.81   (m)                       GP(       ) 4 2
 GW2757  NAD 83(1986)-  37 21 09.44965(N)    079 08 09.57008(W) AD(       ) 1
 GW2757  NGVD 29 (07/01/93)  231.7    (m)          760.     (f) GPS OBS        
 GW2757
 GW2757.Superseded values are not recommended for survey control.
 GW2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2757.See file dsdata.txt to determine how the superseded data were derived.
 GW2757
 GW2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6509135621(NAD 83)
 GW2757_MARKER: DD = SURVEY DISK
 GW2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2757_SP_SET: CONCRETE POST
 GW2757_STAMPING: 244
 GW2757_MARK LOGO: VA-031
 GW2757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2757+STABILITY: SURFACE MOTION
 GW2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2757+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2757
 GW2757  HISTORY     - Date     Condition        Report By
 GW2757  HISTORY     - 1992     MONUMENTED       MSI
 GW2757
 GW2757                          STATION DESCRIPTION
 GW2757
 GW2757'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2757'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2757'MI (5.6 KM) NORTHEAST OF THE TOWN OF CITY FARM.
 GW2757'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 738 (N)
 GW2757', PROCEED 1.5 MI (2.4 KM) SOUTHEAST ALONG S.R. 738 TO THE INTERSECTION
 GW2757'WITH S.R. 677.  TURN LEFT ONTO S.R. 677 AND TRAVEL 1.9 MI (3.1 KM)
 GW2757'NORTHEAST TO THE INTERSECTION WITH 670.  TURN LEFT ONTO S.R. 670 AND
 GW2757'PROCEED APPROXIMATELY 100 FT (30.5 M) WEST ALONG 670 TO THE
 GW2757'INTERSECTION WITH S.R. 677. TURN RIGHT ONTO S.R. 677 AGAIN AND TRAVEL
 GW2757'2.1 MI (3.4 KM) NORTH TO THE STATION ON THE RIGHT, OPPOSITE A GARAGE.
 GW2757'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2757'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2757'SURFACE, STAMPED, 244.  THE DISK IS LOCATED 6.5 FT (2.0 M)
 GW2757'NORTHWEST OF A GATEPOST, 12.3 FT (3.7 M) SOUTHEAST OF THE CENTERLINE
 GW2757'OF S.R.677, AND 70.0 FT (21.3 M) NORTHEAST OF THE NORTHERN END OF A
 GW2757'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2758 ***********************************************************************
 GW2758  DESIGNATION -  CAMPBELL 245
 GW2758  PID         -  GW2758
 GW2758  STATE/COUNTY-  VA/CAMPBELL
 GW2758  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2758
 GW2758                         *CURRENT SURVEY CONTROL
 GW2758  ___________________________________________________________________
 GW2758* NAD 83(1993)-  37 14 07.59838(N)    079 11 08.86173(W)     ADJUSTED  
 GW2758* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 GW2758  ___________________________________________________________________
 GW2758  X           -     953,964.090 (meters)                     COMP
 GW2758  Y           -  -4,994,127.662 (meters)                     COMP
 GW2758  Z           -   3,838,379.250 (meters)                     COMP
 GW2758  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 GW2758  ELLIP HEIGHT-         248.69  (meters)          (05/17/02) GPS OBS
 GW2758  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW2758
 GW2758  HORZ ORDER  -  FIRST
 GW2758  ELLP ORDER  -  FOURTH    CLASS II
 GW2758
 GW2758.The horizontal coordinates were established by GPS observations
 GW2758.and adjusted by the National Geodetic Survey in September 1995..
 GW2758
 GW2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2758
 GW2758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2758
 GW2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2758
 GW2758.The ellipsoidal height was determined by GPS observations
 GW2758.and is referenced to NAD 83.
 GW2758
 GW2758.The geoid height was determined by GEOID03.
 GW2758
 GW2758;                    North         East     Units Scale Factor Converg.
 GW2758;SPC VA S     - 1,100,332.212 3,439,148.677   MT  0.99994804   -0 24 58.4
 GW2758;SPC VA S     - 3,610,006.60 11,283,273.62   sFT  0.99994804   -0 24 58.4
 GW2758;UTM  17      - 4,122,533.415   660,929.026   MT  0.99991903   +1 05 52.8
 GW2758
 GW2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2758!SPC VA S     -   0.99996098  x   0.99994804  =   0.99990902
 GW2758!UTM  17      -   0.99996098  x   0.99991903  =   0.99988001
 GW2758
 GW2758                          SUPERSEDED SURVEY CONTROL
 GW2758
 GW2758  ELLIP H (09/08/95)  248.74   (m)                       GP(       ) 4 2
 GW2758  NAD 83(1993)-  37 14 07.59811(N)    079 11 08.86165(W) AD(       ) 1
 GW2758  NAD 83(1986)-  37 14 07.60626(N)    079 11 08.87510(W) AD(       ) 1
 GW2758  NGVD 29 (07/01/93)  280.6    (m)          921.     (f) GPS OBS        
 GW2758
 GW2758.Superseded values are not recommended for survey control.
 GW2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2758.See file dsdata.txt to determine how the superseded data were derived.
 GW2758
 GW2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6092922533(NAD 83)
 GW2758_MARKER: DD = SURVEY DISK
 GW2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2758_SP_SET: CONCRETE POST
 GW2758_STAMPING: 245
 GW2758_MARK LOGO: VA-031
 GW2758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2758+STABILITY: SURFACE MOTION
 GW2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2758+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2758
 GW2758  HISTORY     - Date     Condition        Report By
 GW2758  HISTORY     - 1992     MONUMENTED       MSI
 GW2758
 GW2758                          STATION DESCRIPTION
 GW2758
 GW2758'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2758'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.6
 GW2758'MI (5.8 KM) NORTH OF THE TOWN OF CASTLE CRAIG.
 GW2758'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 696 (S)
 GW2758', PROCEED 3.7 MI (6.0 KM) NORTH ALONG U.S.29 TO THE STATION ON THE
 GW2758'LEFT NEAR A POWER POLE.
 GW2758'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2758'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2758'SURFACE, STAMPED, 245.  THE DISK IS LOCATED 3.5 FT (1.1 M) EASTH OF
 GW2758'A WITNESS POST, 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF U.S. 29
 GW2758'SOUTH, 36.5 FT (11.1 M) SOUTH OF A TRUCK SIGNPOST, AND 47.0 FT
 GW2758'(14.3 M) NORTHEAST OF POWER POLE NUMBER ME08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2759 ***********************************************************************
 GW2759  DESIGNATION -  CAMPBELL 246
 GW2759  PID         -  GW2759
 GW2759  STATE/COUNTY-  VA/CAMPBELL
 GW2759  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2759
 GW2759                         *CURRENT SURVEY CONTROL
 GW2759  ___________________________________________________________________
 GW2759* NAD 83(1993)-  37 10 18.87114(N)    079 11 18.49553(W)     ADJUSTED  
 GW2759* NAVD 88     -       246.1    (meters)     807.     (feet)  VERTCON   
 GW2759  ___________________________________________________________________
 GW2759  X           -     954,525.494 (meters)                     COMP
 GW2759  Y           -  -4,998,333.418 (meters)                     COMP
 GW2759  Z           -   3,832,742.076 (meters)                     COMP
 GW2759  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GW2759  ELLIP HEIGHT-         214.43  (meters)          (05/17/02) GPS OBS
 GW2759  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 GW2759
 GW2759  HORZ ORDER  -  FIRST
 GW2759  ELLP ORDER  -  FOURTH    CLASS II
 GW2759
 GW2759.The horizontal coordinates were established by GPS observations
 GW2759.and adjusted by the National Geodetic Survey in September 1995..
 GW2759
 GW2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2759
 GW2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2759
 GW2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2759
 GW2759.The ellipsoidal height was determined by GPS observations
 GW2759.and is referenced to NAD 83.
 GW2759
 GW2759.The geoid height was determined by GEOID03.
 GW2759
 GW2759;                    North         East     Units Scale Factor Converg.
 GW2759;SPC VA S     - 1,093,283.238 3,438,859.811   MT  0.99995120   -0 25 04.3
 GW2759;SPC VA S     - 3,586,880.09 11,282,325.90   sFT  0.99995120   -0 25 04.3
 GW2759;UTM  17      - 4,115,479.488   660,826.436   MT  0.99991863   +1 05 41.2
 GW2759
 GW2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2759!SPC VA S     -   0.99996635  x   0.99995120  =   0.99991755
 GW2759!UTM  17      -   0.99996635  x   0.99991863  =   0.99988498
 GW2759
 GW2759                          SUPERSEDED SURVEY CONTROL
 GW2759
 GW2759  ELLIP H (09/08/95)  214.48   (m)                       GP(       ) 4 2
 GW2759  NAD 83(1986)-  37 10 18.87708(N)    079 11 18.50766(W) AD(       ) 1
 GW2759  NGVD 29 (07/01/93)  246.3    (m)          808.     (f) GPS OBS        
 GW2759
 GW2759.Superseded values are not recommended for survey control.
 GW2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2759.See file dsdata.txt to determine how the superseded data were derived.
 GW2759
 GW2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6082615479(NAD 83)
 GW2759_MARKER: DD = SURVEY DISK
 GW2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2759_SP_SET: CONCRETE POST
 GW2759_STAMPING: 246
 GW2759_MARK LOGO: VA-031
 GW2759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2759+STABILITY: SURFACE MOTION
 GW2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2759+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2759
 GW2759  HISTORY     - Date     Condition        Report By
 GW2759  HISTORY     - 1992     MONUMENTED       MSI
 GW2759
 GW2759                          STATION DESCRIPTION
 GW2759
 GW2759'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2759'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.2
 GW2759'MI (1.9 KM) SOUTHEAST OF THE TOWN OF CASTLE CRAIG.
 GW2759'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 696 (S)
 GW2759', PROCEED 1.2 MI (1.9 KM) SOUTHEAST ALONG S.R.696 TO THE STATION ON
 GW2759'THE LEFT SOUTH OF A GRAVEL ROAD.
 GW2759'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2759'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2759'SURFACE, STAMPED, 246.  THE DISK IS LOCATED 15.5 FT (4.7 M) EAST OF
 GW2759'THE CENTERLINE OF S.R.696, 107.5 FT (32.8 M) SOUTH OF POWER POLE
 GW2759'NUMBER 117-95-8, AND 186 FT (56.7 M) NORTHEAST OF POWER POLE NUMBER
 GW2759'117-95-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2760 ***********************************************************************
 GW2760  DESIGNATION -  CAMPBELL 247
 GW2760  PID         -  GW2760
 GW2760  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2760  USGS QUAD   -  STRAIGHTSTONE (1982)
 GW2760
 GW2760                         *CURRENT SURVEY CONTROL
 GW2760  ___________________________________________________________________
 GW2760* NAD 83(1993)-  37 07 07.93818(N)    079 14 35.80807(W)     ADJUSTED  
 GW2760* NAVD 88     -       159.4    (meters)     523.     (feet)  VERTCON   
 GW2760  ___________________________________________________________________
 GW2760  X           -     950,394.130 (meters)                     COMP
 GW2760  Y           -  -5,002,668.155 (meters)                     COMP
 GW2760  Z           -   3,827,997.743 (meters)                     COMP
 GW2760  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GW2760  ELLIP HEIGHT-         127.66  (meters)          (05/17/02) GPS OBS
 GW2760  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2760
 GW2760  HORZ ORDER  -  FIRST
 GW2760  ELLP ORDER  -  FOURTH    CLASS II
 GW2760
 GW2760.The horizontal coordinates were established by GPS observations
 GW2760.and adjusted by the National Geodetic Survey in September 1995..
 GW2760
 GW2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2760
 GW2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2760
 GW2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2760
 GW2760.The ellipsoidal height was determined by GPS observations
 GW2760.and is referenced to NAD 83.
 GW2760
 GW2760.The geoid height was determined by GEOID03.
 GW2760
 GW2760;                    North         East     Units Scale Factor Converg.
 GW2760;SPC VA S     - 1,087,434.549 3,433,946.209   MT  0.99995476   -0 27 04.0
 GW2760;SPC VA S     - 3,567,691.52 11,266,205.19   sFT  0.99995476   -0 27 04.0
 GW2760;UTM  17      - 4,109,503.441   656,069.081   MT  0.99990006   +1 03 37.2
 GW2760
 GW2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2760!SPC VA S     -   0.99997997  x   0.99995476  =   0.99993473
 GW2760!UTM  17      -   0.99997997  x   0.99990006  =   0.99988003
 GW2760
 GW2760                          SUPERSEDED SURVEY CONTROL
 GW2760
 GW2760  ELLIP H (09/08/95)  127.72   (m)                       GP(       ) 4 2
 GW2760  NAD 83(1986)-  37 07 07.94361(N)    079 14 35.81967(W) AD(       ) 1
 GW2760  NGVD 29 (07/01/93)  159.7    (m)          524.     (f) GPS OBS        
 GW2760
 GW2760.Superseded values are not recommended for survey control.
 GW2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2760.See file dsdata.txt to determine how the superseded data were derived.
 GW2760
 GW2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5606909503(NAD 83)
 GW2760_MARKER: DD = SURVEY DISK
 GW2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2760_SP_SET: CONCRETE POST
 GW2760_STAMPING: 247
 GW2760_MARK LOGO: VA-031
 GW2760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2760+STABILITY: SURFACE MOTION
 GW2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2760+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2760
 GW2760  HISTORY     - Date     Condition        Report By
 GW2760  HISTORY     - 1992     MONUMENTED       MSI
 GW2760
 GW2760                          STATION DESCRIPTION
 GW2760
 GW2760'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2760'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, 2.9 MI
 GW2760'(4.7 KM) NORTH OF THE TOWN OF GRIT.
 GW2760'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 631 AND S.R. 640,
 GW2760'PROCEED NORTH 3.4 MI (5.5 KM) ALONG S.R. 640 TO THE STATION ON THE
 GW2760'LEFT NEAR A STEEL BRIDGE OVER THE ROANOKE RIVER AND THE COUNTY LINE.
 GW2760'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2760'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2760'SURFACE, STAMPED, 247.  THE DISK IS LOCATED 7.0 FT (2.1 M) EAST OF
 GW2760'A WITNESS POST, 17.0 FT (5.2 M) NORTHEAST OF THE NORTHERNMOST
 GW2760'GATEPOST ALONG THE NORTHWEST SIDE OF THE ROAD, 18.0 FT (5.5 M) WEST
 GW2760'OF THE CENTERLINE OF S.R. 640, AND 37.0 FT (11.3 M) SOUTHWEST OF THE
 GW2760'NORTHWESTERNMOST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2761 ***********************************************************************
 GW2761  DESIGNATION -  CAMPBELL 248
 GW2761  PID         -  GW2761
 GW2761  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2761  USGS QUAD   -  STRAIGHTSTONE (1982)
 GW2761
 GW2761                         *CURRENT SURVEY CONTROL
 GW2761  ___________________________________________________________________
 GW2761* NAD 83(1993)-  37 04 42.79438(N)    079 13 31.64424(W)     ADJUSTED  
 GW2761* NAVD 88     -       213.8    (meters)     701.     (feet)  VERTCON   
 GW2761  ___________________________________________________________________
 GW2761  X           -     952,462.960 (meters)                     COMP
 GW2761  Y           -  -5,005,066.283 (meters)                     COMP
 GW2761  Z           -   3,824,461.644 (meters)                     COMP
 GW2761  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GW2761  ELLIP HEIGHT-         182.02  (meters)          (05/17/02) GPS OBS
 GW2761  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW2761
 GW2761  HORZ ORDER  -  FIRST
 GW2761  ELLP ORDER  -  FOURTH    CLASS II
 GW2761
 GW2761.The horizontal coordinates were established by GPS observations
 GW2761.and adjusted by the National Geodetic Survey in September 1995..
 GW2761
 GW2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2761
 GW2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2761
 GW2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2761
 GW2761.The ellipsoidal height was determined by GPS observations
 GW2761.and is referenced to NAD 83.
 GW2761
 GW2761.The geoid height was determined by GEOID03.
 GW2761
 GW2761;                    North         East     Units Scale Factor Converg.
 GW2761;SPC VA S     - 1,082,948.115 3,435,495.714   MT  0.99995804   -0 26 25.1
 GW2761;SPC VA S     - 3,552,972.27 11,271,288.86   sFT  0.99995804   -0 26 25.1
 GW2761;UTM  17      - 4,105,059.659   657,736.256   MT  0.99990651   +1 04 12.4
 GW2761
 GW2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2761!SPC VA S     -   0.99997144  x   0.99995804  =   0.99992948
 GW2761!UTM  17      -   0.99997144  x   0.99990651  =   0.99987795
 GW2761
 GW2761                          SUPERSEDED SURVEY CONTROL
 GW2761
 GW2761  ELLIP H (09/08/95)  182.07   (m)                       GP(       ) 4 2
 GW2761  NAD 83(1986)-  37 04 42.79743(N)    079 13 31.65533(W) AD(       ) 1
 GW2761  NGVD 29 (07/01/93)  214.0    (m)          702.     (f) GPS OBS        
 GW2761
 GW2761.Superseded values are not recommended for survey control.
 GW2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2761.See file dsdata.txt to determine how the superseded data were derived.
 GW2761
 GW2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5773605060(NAD 83)
 GW2761_MARKER: DD = SURVEY DISK
 GW2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2761_SP_SET: CONCRETE POST
 GW2761_STAMPING: 248
 GW2761_MARK LOGO: VA-031
 GW2761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2761+STABILITY: SURFACE MOTION
 GW2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2761+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2761
 GW2761  HISTORY     - Date     Condition        Report By
 GW2761  HISTORY     - 1992     MONUMENTED       MSI
 GW2761
 GW2761                          STATION DESCRIPTION
 GW2761
 GW2761'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2761'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, 1.3 MI
 GW2761'(2.1 KM) EAST OF THE TOWN OF GRIT.
 GW2761'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 631 AND S.R. 640,
 GW2761'PROCEED EAST 1.4 MI (2.3 KM) ALONG S.R. 631 TO THE STATION ON THE
 GW2761'LEFT NEAR A GRAVEL ROAD.
 GW2761'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2761'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2761'SURFACE, STAMPED, 248.  THE DISK IS LOCATED 2.9 FT (0.9 M)
 GW2761'SOUTHWEST OF A WITNESS POST, 12.4 FT (3.8 M) NORTHEAST OF THE
 GW2761'CENTERLINE OF S.R. 631, 46.5 FT (14.2 M) SOUTHEAST OF A TELEPHONE
 GW2761'PEDESTAL. AND 240 FT (73.2 M) WEST OF POWER POLE NUMBER 31-404.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2762 ***********************************************************************
 GW2762  DESIGNATION -  CAMPBELL 249
 GW2762  PID         -  GW2762
 GW2762  STATE/COUNTY-  VA/PITTSYLVANIA
 GW2762  USGS QUAD   -  STRAIGHTSTONE (1982)
 GW2762
 GW2762                         *CURRENT SURVEY CONTROL
 GW2762  ___________________________________________________________________
 GW2762* NAD 83(1993)-  37 02 24.48168(N)    079 11 59.52125(W)     ADJUSTED  
 GW2762* NAVD 88     -       218.3    (meters)     716.     (feet)  VERTCON   
 GW2762  ___________________________________________________________________
 GW2762  X           -     955,180.445 (meters)                     COMP
 GW2762  Y           -  -5,007,168.106 (meters)                     COMP
 GW2762  Z           -   3,821,061.729 (meters)                     COMP
 GW2762  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 GW2762  ELLIP HEIGHT-         186.61  (meters)          (05/17/02) GPS OBS
 GW2762  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW2762
 GW2762  HORZ ORDER  -  FIRST
 GW2762  ELLP ORDER  -  FOURTH    CLASS II
 GW2762
 GW2762.The horizontal coordinates were established by GPS observations
 GW2762.and adjusted by the National Geodetic Survey in September 1995..
 GW2762
 GW2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2762
 GW2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2762
 GW2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2762
 GW2762.The ellipsoidal height was determined by GPS observations
 GW2762.and is referenced to NAD 83.
 GW2762
 GW2762.The geoid height was determined by GEOID03.
 GW2762
 GW2762;                    North         East     Units Scale Factor Converg.
 GW2762;SPC VA S     - 1,078,667.401 3,437,739.384   MT  0.99996163   -0 25 29.2
 GW2762;SPC VA S     - 3,538,927.96 11,278,649.96   sFT  0.99996163   -0 25 29.2
 GW2762;UTM  17      - 4,100,839.757   660,091.826   MT  0.99991573   +1 05 04.5
 GW2762
 GW2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2762!SPC VA S     -   0.99997072  x   0.99996163  =   0.99993235
 GW2762!UTM  17      -   0.99997072  x   0.99991573  =   0.99988645
 GW2762
 GW2762                          SUPERSEDED SURVEY CONTROL
 GW2762
 GW2762  ELLIP H (09/08/95)  186.67   (m)                       GP(       ) 4 2
 GW2762  NAD 83(1986)-  37 02 24.48362(N)    079 11 59.53189(W) AD(       ) 1
 GW2762  NGVD 29 (07/01/93)  218.5    (m)          717.     (f) GPS OBS        
 GW2762
 GW2762.Superseded values are not recommended for survey control.
 GW2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2762.See file dsdata.txt to determine how the superseded data were derived.
 GW2762
 GW2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6009200840(NAD 83)
 GW2762_MARKER: DD = SURVEY DISK
 GW2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2762_SP_SET: CONCRETE POST
 GW2762_STAMPING: 249
 GW2762_MARK LOGO: VA-031
 GW2762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2762+STABILITY: SURFACE MOTION
 GW2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2762+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2762
 GW2762  HISTORY     - Date     Condition        Report By
 GW2762  HISTORY     - 1992     MONUMENTED       MSI
 GW2762
 GW2762                          STATION DESCRIPTION
 GW2762
 GW2762'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2762'THE STATION IS LOCATED IN PITTSYLVANIA COUNTY, VIRGINIA, IN THE TOWN
 GW2762'OF LEVEL RUN, SOUTHEAST OF ALTAVISTA.
 GW2762'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 GW2762'S.R.668 AND S.R. 607.
 GW2762'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2762'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2762'SURFACE, STAMPED, 249.  THE DISK IS LOCATED 6.2 FT (1.9 M) NORTH OF
 GW2762'A WITNESS POST, 20.5 FT (6.2 M) EAST OF POWER POLE NUMBER GR2-54,
 GW2762'31.0 FT (9.4 M) NORTH OF THE CENTERLINE OF S.R. 668, AND 94.5 WEST OF
 GW2762'A TELEPHONE PEDESTAL IN THE NORTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2763 ***********************************************************************
 GW2763  DESIGNATION -  CAMPBELL 250
 GW2763  PID         -  GW2763
 GW2763  STATE/COUNTY-  VA/CAMPBELL
 GW2763  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2763
 GW2763                         *CURRENT SURVEY CONTROL
 GW2763  ___________________________________________________________________
 GW2763* NAD 83(1993)-  37 13 57.97776(N)    079 08 34.60424(W)     ADJUSTED  
 GW2763* NAVD 88     -       252.4    (meters)     828.     (feet)  VERTCON   
 GW2763  ___________________________________________________________________
 GW2763  X           -     957,728.354 (meters)                     COMP
 GW2763  Y           -  -4,993,567.245 (meters)                     COMP
 GW2763  Z           -   3,838,126.207 (meters)                     COMP
 GW2763  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 GW2763  ELLIP HEIGHT-         220.76  (meters)          (05/17/02) GPS OBS
 GW2763  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GW2763
 GW2763  HORZ ORDER  -  FIRST
 GW2763  ELLP ORDER  -  FOURTH    CLASS II
 GW2763
 GW2763.The horizontal coordinates were established by GPS observations
 GW2763.and adjusted by the National Geodetic Survey in September 1995..
 GW2763
 GW2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2763
 GW2763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2763
 GW2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2763
 GW2763.The ellipsoidal height was determined by GPS observations
 GW2763.and is referenced to NAD 83.
 GW2763
 GW2763.The geoid height was determined by GEOID03.
 GW2763
 GW2763;                    North         East     Units Scale Factor Converg.
 GW2763;SPC VA S     - 1,100,008.889 3,442,948.661   MT  0.99994815   -0 23 24.8
 GW2763;SPC VA S     - 3,608,945.83 11,295,740.73   sFT  0.99994815   -0 23 24.8
 GW2763;UTM  17      - 4,122,310.621   664,736.145   MT  0.99993430   +1 07 25.9
 GW2763
 GW2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2763!SPC VA S     -   0.99996536  x   0.99994815  =   0.99991351
 GW2763!UTM  17      -   0.99996536  x   0.99993430  =   0.99989966
 GW2763
 GW2763                          SUPERSEDED SURVEY CONTROL
 GW2763
 GW2763  ELLIP H (09/08/95)  220.81   (m)                       GP(       ) 4 2
 GW2763  NAD 83(1993)-  37 13 57.97768(N)    079 08 34.60409(W) AD(       ) 1
 GW2763  NAD 83(1986)-  37 13 57.98353(N)    079 08 34.61686(W) AD(       ) 1
 GW2763  NGVD 29 (07/01/93)  252.6    (m)          829.     (f) GPS OBS        
 GW2763
 GW2763.Superseded values are not recommended for survey control.
 GW2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2763.See file dsdata.txt to determine how the superseded data were derived.
 GW2763
 GW2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6473622311(NAD 83)
 GW2763_MARKER: DD = SURVEY DISK
 GW2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2763_SP_SET: CONCRETE POST
 GW2763_STAMPING: 250
 GW2763_MARK LOGO: VA-031
 GW2763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2763+STABILITY: SURFACE MOTION
 GW2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2763+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2763
 GW2763  HISTORY     - Date     Condition        Report By
 GW2763  HISTORY     - 1992     MONUMENTED       MSI
 GW2763
 GW2763                          STATION DESCRIPTION
 GW2763
 GW2763'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2763'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.7
 GW2763'MI (6.0 KM) NORTHEAST OF THE TOWN OF KINGSTON.
 GW2763'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 686,
 GW2763'PROCEED 3.9 MI (6.3 KM) NORTHEAST ALONG S.R.686 TO THE STATION ON THE
 GW2763'LEFT, SOUTHEAST OF A DRIVEWAY.
 GW2763'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2763'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2763'SURFACE, STAMPED, 250.  THE DISK IS LOCATED 1.1 FT (0.3 M) EAST OF
 GW2763'A WITNESS POST, 14.0 FT (4.3 M) WEST OF THE CENTERLINE OF S.R.
 GW2763'686,51.3 FT SOUTH OF A TELEPHONE PEDSTAL, AND 96.8 FT (29.5 M)
 GW2763'SOUTHEAST THE NORTHEASTERNMOST GATEPOST, WEST OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2764 ***********************************************************************
 GW2764  DESIGNATION -  CAMPBELL 251
 GW2764  PID         -  GW2764
 GW2764  STATE/COUNTY-  VA/CAMPBELL
 GW2764  USGS QUAD   -  CASTLE CRAIG (1984)
 GW2764
 GW2764                         *CURRENT SURVEY CONTROL
 GW2764  ___________________________________________________________________
 GW2764* NAD 83(1993)-  37 11 16.45667(N)    079 07 58.05484(W)     ADJUSTED  
 GW2764* NAVD 88     -       238.8    (meters)     783.     (feet)  VERTCON   
 GW2764  ___________________________________________________________________
 GW2764  X           -     959,178.892 (meters)                     COMP
 GW2764  Y           -  -4,996,344.237 (meters)                     COMP
 GW2764  Z           -   3,834,152.188 (meters)                     COMP
 GW2764  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 GW2764  ELLIP HEIGHT-         207.23  (meters)          (05/17/02) GPS OBS
 GW2764  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GW2764
 GW2764  HORZ ORDER  -  FIRST
 GW2764  ELLP ORDER  -  FOURTH    CLASS II
 GW2764
 GW2764.The horizontal coordinates were established by GPS observations
 GW2764.and adjusted by the National Geodetic Survey in September 1995..
 GW2764
 GW2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2764
 GW2764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2764
 GW2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2764
 GW2764.The ellipsoidal height was determined by GPS observations
 GW2764.and is referenced to NAD 83.
 GW2764
 GW2764.The geoid height was determined by GEOID03.
 GW2764
 GW2764;                    North         East     Units Scale Factor Converg.
 GW2764;SPC VA S     - 1,095,023.759 3,443,816.157   MT  0.99995029   -0 23 02.6
 GW2764;SPC VA S     - 3,592,590.45 11,298,586.84   sFT  0.99995029   -0 23 02.6
 GW2764;UTM  17      - 4,117,350.206   665,734.996   MT  0.99993837   +1 07 43.9
 GW2764
 GW2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2764!SPC VA S     -   0.99996748  x   0.99995029  =   0.99991777
 GW2764!UTM  17      -   0.99996748  x   0.99993837  =   0.99990585
 GW2764
 GW2764                          SUPERSEDED SURVEY CONTROL
 GW2764
 GW2764  ELLIP H (09/08/95)  207.28   (m)                       GP(       ) 4 2
 GW2764  NAD 83(1993)-  37 11 16.45660(N)    079 07 58.05465(W) AD(       ) 1
 GW2764  NAD 83(1986)-  37 11 16.46205(N)    079 07 58.06726(W) AD(       ) 1
 GW2764  NGVD 29 (07/01/93)  239.1    (m)          784.     (f) GPS OBS        
 GW2764
 GW2764.Superseded values are not recommended for survey control.
 GW2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2764.See file dsdata.txt to determine how the superseded data were derived.
 GW2764
 GW2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6573517350(NAD 83)
 GW2764_MARKER: DD = SURVEY DISK
 GW2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2764_SP_SET: CONCRETE POST
 GW2764_STAMPING: 251
 GW2764_MARK LOGO: VA-031
 GW2764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2764+STABILITY: SURFACE MOTION
 GW2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2764+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2764
 GW2764  HISTORY     - Date     Condition        Report By
 GW2764  HISTORY     - 1992     MONUMENTED       MSI
 GW2764
 GW2764                          STATION DESCRIPTION
 GW2764
 GW2764'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2764'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.9
 GW2764'MI (6.3 KM) EAST OF THE TOWN OF CASTLE CRAIG.
 GW2764'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 696,
 GW2764'PROCEED 3.0 MI (4.8 KM) SOUTHEAST ALONG S.R.696 TO THE INTERSECTION
 GW2764'WITH S.R.701.  TURN LEFT ONTO S.R. 701 AND TRAVEL 3.4 MI (5.5 KM)
 GW2764'NORTHEAST TO THE INTERSECTION WITH S.R. 727.  TURN LEFT ONTO S.R. 727
 GW2764'AND PROCEED 0.1 MI (0.2 KM) WEST TO THE STATION ON THE RIGHT, SOUTH
 GW2764'OF A FENCELINE.
 GW2764'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2764'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2764'SURFACE, STAMPED, 251.  THE DISK IS LOCATED 1.7 FT (0.5 M)
 GW2764'SOUTHEAST OF A WITNESS POST, 23.5 FT (7.2 M) NORTH OF THE CENTERLINE
 GW2764'OF S.R. 727, 43.8 FT (13.4 M) NORTHEAST OF THE EASTERNMOST END OF A
 GW2764'CULVERT ON THE SOUTH SIDE OF THE ROAD, AND 66.4 FT (20.2 M) NORTHWEST
 GW2764'OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2765 ***********************************************************************
 GW2765  DESIGNATION -  CAMPBELL 252
 GW2765  PID         -  GW2765
 GW2765  STATE/COUNTY-  VA/CAMPBELL
 GW2765  USGS QUAD   -  STRAIGHTSTONE (1982)
 GW2765
 GW2765                         *CURRENT SURVEY CONTROL
 GW2765  ___________________________________________________________________
 GW2765* NAD 83(1993)-  37 07 02.48698(N)    079 08 19.69319(W)     ADJUSTED  
 GW2765* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 GW2765  ___________________________________________________________________
 GW2765  X           -     959,540.984 (meters)                     COMP
 GW2765  Y           -  -5,001,063.866 (meters)                     COMP
 GW2765  Z           -   3,827,892.585 (meters)                     COMP
 GW2765  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GW2765  ELLIP HEIGHT-         175.46  (meters)          (05/17/02) GPS OBS
 GW2765  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW2765
 GW2765  HORZ ORDER  -  FIRST
 GW2765  ELLP ORDER  -  FOURTH    CLASS II
 GW2765
 GW2765.The horizontal coordinates were established by GPS observations
 GW2765.and adjusted by the National Geodetic Survey in September 1995..
 GW2765
 GW2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2765
 GW2765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2765
 GW2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2765
 GW2765.The ellipsoidal height was determined by GPS observations
 GW2765.and is referenced to NAD 83.
 GW2765
 GW2765.The geoid height was determined by GEOID03.
 GW2765
 GW2765;                    North         East     Units Scale Factor Converg.
 GW2765;SPC VA S     - 1,087,198.548 3,443,229.521   MT  0.99995488   -0 23 15.7
 GW2765;SPC VA S     - 3,566,917.24 11,296,662.19   sFT  0.99995488   -0 23 15.7
 GW2765;UTM  17      - 4,109,512.357   665,355.048   MT  0.99993683   +1 07 24.2
 GW2765
 GW2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2765!SPC VA S     -   0.99997247  x   0.99995488  =   0.99992735
 GW2765!UTM  17      -   0.99997247  x   0.99993683  =   0.99990930
 GW2765
 GW2765                          SUPERSEDED SURVEY CONTROL
 GW2765
 GW2765  ELLIP H (09/08/95)  175.51   (m)                       GP(       ) 4 2
 GW2765  NAD 83(1986)-  37 07 02.48933(N)    079 08 19.70425(W) AD(       ) 1
 GW2765  NGVD 29 (07/01/93)  207.3    (m)          680.     (f) GPS OBS        
 GW2765
 GW2765.Superseded values are not recommended for survey control.
 GW2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2765.See file dsdata.txt to determine how the superseded data were derived.
 GW2765
 GW2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6535509512(NAD 83)
 GW2765_MARKER: DD = SURVEY DISK
 GW2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2765_SP_SET: CONCRETE POST
 GW2765_STAMPING: 252
 GW2765_MARK LOGO: VA-031
 GW2765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2765+STABILITY: SURFACE MOTION
 GW2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2765+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2765
 GW2765  HISTORY     - Date     Condition        Report By
 GW2765  HISTORY     - 1992     MONUMENTED       MSI
 GW2765
 GW2765                          STATION DESCRIPTION
 GW2765
 GW2765'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2765'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 8
 GW2765'MI (12.9 KM) EAST OF THE TOWN OF ALTAVISTA AND APPROXIMATELY 5 MI
 GW2765'(8.0 KM) SOUTHWEST OF THE TOWN OF GLADYS.
 GW2765'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND S.R. 696,
 GW2765'PROCEED 5.2 MI (8.4 KM) SOUTHEAST ALONG S.R.696 TO THE INTERSECTION
 GW2765'WITH S.R.700.  TURN LEFT ONTO S.R. 700 AND TRAVEL 1.2 MI (1.9 KM)
 GW2765'EAST TO THE STATION ON THE LEFT ON THE TOP OF THE BANK BESIDE A GRASSY
 GW2765'FIELD.
 GW2765'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2765'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2765'SURFACE, STAMPED, 252.  THE DISK IS LOCATED 1.8 FT (0.5 M) WEST OF
 GW2765'A WITNESS POST, 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF S.R. 700,
 GW2765'118.5 FT (36.1 M) EAST OF A TRIPLE OAK TREE, AND APPROXIMATELY 200 FT
 GW2765'(61.0 M) WEST OF THE CENTERLINE OF GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2766 ***********************************************************************
 GW2766  DESIGNATION -  CAMPBELL 253
 GW2766  PID         -  GW2766
 GW2766  STATE/COUNTY-  VA/CAMPBELL
 GW2766  USGS QUAD   -  RUSTBURG (1985)
 GW2766
 GW2766                         *CURRENT SURVEY CONTROL
 GW2766  ___________________________________________________________________
 GW2766* NAD 83(1993)-  37 19 55.78075(N)    079 06 21.19167(W)     ADJUSTED  
 GW2766* NAVD 88     -       232.3    (meters)     762.     (feet)  VERTCON   
 GW2766  ___________________________________________________________________
 GW2766  X           -     959,692.135 (meters)                     COMP
 GW2766  Y           -  -4,986,369.535 (meters)                     COMP
 GW2766  Z           -   3,846,890.894 (meters)                     COMP
 GW2766  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GW2766  ELLIP HEIGHT-         200.67  (meters)          (05/17/02) GPS OBS
 GW2766  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GW2766
 GW2766  HORZ ORDER  -  FIRST
 GW2766  ELLP ORDER  -  FOURTH    CLASS II
 GW2766
 GW2766.The horizontal coordinates were established by GPS observations
 GW2766.and adjusted by the National Geodetic Survey in September 1995..
 GW2766
 GW2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2766
 GW2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2766
 GW2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2766
 GW2766.The ellipsoidal height was determined by GPS observations
 GW2766.and is referenced to NAD 83.
 GW2766
 GW2766.The geoid height was determined by GEOID03.
 GW2766
 GW2766;                    North         East     Units Scale Factor Converg.
 GW2766;SPC VA S     - 1,111,016.886 3,446,307.815   MT  0.99994559   -0 22 03.8
 GW2766;SPC VA S     - 3,645,061.23 11,306,761.56   sFT  0.99994559   -0 22 03.8
 GW2766;UTM  17      - 4,133,403.533   667,802.999   MT  0.99994686   +1 08 56.1
 GW2766
 GW2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2766!SPC VA S     -   0.99996851  x   0.99994559  =   0.99991410
 GW2766!UTM  17      -   0.99996851  x   0.99994686  =   0.99991537
 GW2766
 GW2766                          SUPERSEDED SURVEY CONTROL
 GW2766
 GW2766  ELLIP H (09/08/95)  200.72   (m)                       GP(       ) 4 2
 GW2766  NAD 83(1993)-  37 19 55.78077(N)    079 06 21.19152(W) AD(       ) 1
 GW2766  ELLIP H (11/14/94)  200.73   (m)                       GP(       ) 4 2
 GW2766  NAD 83(1986)-  37 19 55.78559(N)    079 06 21.20443(W) AD(       ) 1
 GW2766  NGVD 29 (07/01/93)  232.5    (m)          763.     (f) GPS OBS        
 GW2766
 GW2766.Superseded values are not recommended for survey control.
 GW2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2766.See file dsdata.txt to determine how the superseded data were derived.
 GW2766
 GW2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6780333404(NAD 83)
 GW2766_MARKER: DD = SURVEY DISK
 GW2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2766_SP_SET: CONCRETE POST
 GW2766_STAMPING: 253
 GW2766_MARK LOGO: VA-031
 GW2766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2766+STABILITY: SURFACE MOTION
 GW2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2766+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2766
 GW2766  HISTORY     - Date     Condition        Report By
 GW2766  HISTORY     - 1992     MONUMENTED       MSI
 GW2766
 GW2766                          STATION DESCRIPTION
 GW2766
 GW2766'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2766'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2766'MI (5.6 KM) NORTH OF THE RUSTBURG AND APPROXIMATELY 2 MI (3.2 KM)
 GW2766'SOUTH OF BOBCOCK IN THE MEDIAN OF U.S. 501.
 GW2766'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 OVERPASS AND
 GW2766'U.S. 501, PROCEED SOUTH 3.5 MI (5.6 KM) ALONG U.S. 501 TO THE STATION
 GW2766'ON THE LEFT BEYOND THE INTERSECTION WITH S.R. 670.
 GW2766'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2766'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2766'SURFACE, STAMPED, 253.  THE DISK IS LOCATED 23.3 FT (7.1 M) EAST OF
 GW2766'THE CENTERLINE OF U.S. 501 SOUTHBOUND, 27.5 FT (8.4 M) SOUTHWEST OF A
 GW2766'WRONG WAY SIGN AND 81.6 FT (24.9 M) WEST OF POWER POLE 202-267.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2767 ***********************************************************************
 GW2767  DESIGNATION -  CAMPBELL 254
 GW2767  PID         -  GW2767
 GW2767  STATE/COUNTY-  VA/CAMPBELL
 GW2767  USGS QUAD   -  RUSTBURG (1985)
 GW2767
 GW2767                         *CURRENT SURVEY CONTROL
 GW2767  ___________________________________________________________________
 GW2767* NAD 83(1993)-  37 18 34.44614(N)    079 04 52.21855(W)     ADJUSTED  
 GW2767* NAVD 88     -       261.6    (meters)     858.     (feet)  VERTCON   
 GW2767  ___________________________________________________________________
 GW2767  X           -     962,135.327 (meters)                     COMP
 GW2767  Y           -  -4,987,470.785 (meters)                     COMP
 GW2767  Z           -   3,844,914.584 (meters)                     COMP
 GW2767  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 GW2767  ELLIP HEIGHT-         230.05  (meters)          (05/17/02) GPS OBS
 GW2767  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GW2767
 GW2767  HORZ ORDER  -  FIRST
 GW2767  ELLP ORDER  -  FOURTH    CLASS II
 GW2767
 GW2767.The horizontal coordinates were established by GPS observations
 GW2767.and adjusted by the National Geodetic Survey in September 1995..
 GW2767
 GW2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2767
 GW2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2767
 GW2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2767
 GW2767.The ellipsoidal height was determined by GPS observations
 GW2767.and is referenced to NAD 83.
 GW2767
 GW2767.The geoid height was determined by GEOID03.
 GW2767
 GW2767;                    North         East     Units Scale Factor Converg.
 GW2767;SPC VA S     - 1,108,495.852 3,448,482.512   MT  0.99994591   -0 21 09.8
 GW2767;SPC VA S     - 3,636,790.14 11,313,896.37   sFT  0.99994591   -0 21 09.8
 GW2767;UTM  17      - 4,130,940.915   670,043.660   MT  0.99995619   +1 09 48.0
 GW2767
 GW2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2767!SPC VA S     -   0.99996390  x   0.99994591  =   0.99990981
 GW2767!UTM  17      -   0.99996390  x   0.99995619  =   0.99992009
 GW2767
 GW2767                          SUPERSEDED SURVEY CONTROL
 GW2767
 GW2767  ELLIP H (09/08/95)  230.10   (m)                       GP(       ) 4 2
 GW2767  NAD 83(1993)-  37 18 34.44623(N)    079 04 52.21833(W) AD(       ) 1
 GW2767  ELLIP H (11/14/94)  230.11   (m)                       GP(       ) 4 2
 GW2767  NAD 83(1986)-  37 18 34.45067(N)    079 04 52.23151(W) AD(       ) 1
 GW2767  NGVD 29 (07/01/93)  261.8    (m)          859.     (f) GPS OBS        
 GW2767
 GW2767.Superseded values are not recommended for survey control.
 GW2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2767.See file dsdata.txt to determine how the superseded data were derived.
 GW2767
 GW2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7004430941(NAD 83)
 GW2767_MARKER: DD = SURVEY DISK
 GW2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2767_SP_SET: CONCRETE POST
 GW2767_STAMPING: 254
 GW2767_MARK LOGO: VA-031
 GW2767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2767+STABILITY: SURFACE MOTION
 GW2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2767+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2767
 GW2767  HISTORY     - Date     Condition        Report By
 GW2767  HISTORY     - 1992     MONUMENTED       MSI
 GW2767
 GW2767                          STATION DESCRIPTION
 GW2767
 GW2767'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2767'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2767'MI (4.0 KM) NORTHEAST OF THE RUSTBURG ON THE SOUTHEAST SIDE OF S.R.
 GW2767'680.
 GW2767'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 24 AND U.S. 501 IN
 GW2767'RUSTBURG, PROCEED NORTH 1.4 MI (2.3 KM) ALONG U.S. 501 TO THE
 GW2767'INTERSECTION WITH S.R. 680.  TURN RIGHT AND GO NORTHEAST 2.0 MI
 GW2767'(3.2 KM) ALONG S.R. 680 TO THE STATION ON THE RIGHT BETWEEN S.R. 680
 GW2767'AND A DIRT ROAD.
 GW2767'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2767'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2767'SURFACE, STAMPED, 254.  THE DISK IS LOCATED 3.3 FT (1.0 M)
 GW2767'NORTHWEST OF A WITNESS POST, 17.7 FT (5.4 M) SOUTHEAST OF THE
 GW2767'CENTERLINE OF S.R. 680, AND 108.0 FT (32.9 M) NORTHEAST OF POWER POLE
 GW2767'227-156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2768 ***********************************************************************
 GW2768  DESIGNATION -  CAMPBELL 256
 GW2768  PID         -  GW2768
 GW2768  STATE/COUNTY-  VA/CAMPBELL
 GW2768  USGS QUAD   -  LONG ISLAND (1966)
 GW2768
 GW2768                         *CURRENT SURVEY CONTROL
 GW2768  ___________________________________________________________________
 GW2768* NAD 83(1993)-  37 04 09.21733(N)    079 06 17.54620(W)     ADJUSTED  
 GW2768* NAVD 88     -       139.1    (meters)     456.     (feet)  VERTCON   
 GW2768  ___________________________________________________________________
 GW2768  X           -     963,101.058 (meters)                     COMP
 GW2768  Y           -  -5,003,605.118 (meters)                     COMP
 GW2768  Z           -   3,823,590.882 (meters)                     COMP
 GW2768  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GW2768  ELLIP HEIGHT-         107.57  (meters)          (05/17/02) GPS OBS
 GW2768  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GW2768
 GW2768  HORZ ORDER  -  FIRST
 GW2768  ELLP ORDER  -  FOURTH    CLASS II
 GW2768
 GW2768.The horizontal coordinates were established by GPS observations
 GW2768.and adjusted by the National Geodetic Survey in September 1995..
 GW2768
 GW2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2768
 GW2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2768
 GW2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2768
 GW2768.The ellipsoidal height was determined by GPS observations
 GW2768.and is referenced to NAD 83.
 GW2768
 GW2768.The geoid height was determined by GEOID03.
 GW2768
 GW2768;                    North         East     Units Scale Factor Converg.
 GW2768;SPC VA S     - 1,081,837.537 3,446,210.590   MT  0.99995887   -0 22 01.6
 GW2768;SPC VA S     - 3,549,328.65 11,306,442.58   sFT  0.99995887   -0 22 01.6
 GW2768;UTM  17      - 4,104,231.858   668,476.348   MT  0.99994967   +1 08 33.4
 GW2768
 GW2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2768!SPC VA S     -   0.99998312  x   0.99995887  =   0.99994199
 GW2768!UTM  17      -   0.99998312  x   0.99994967  =   0.99993279
 GW2768
 GW2768                          SUPERSEDED SURVEY CONTROL
 GW2768
 GW2768  ELLIP H (09/08/95)  107.62   (m)                       GP(       ) 4 2
 GW2768  NAD 83(1986)-  37 04 09.21771(N)    079 06 17.55597(W) AD(       ) 1
 GW2768  NGVD 29 (07/01/93)  139.4    (m)          457.     (f) GPS OBS        
 GW2768
 GW2768.Superseded values are not recommended for survey control.
 GW2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2768.See file dsdata.txt to determine how the superseded data were derived.
 GW2768
 GW2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6847604232(NAD 83)
 GW2768_MARKER: DD = SURVEY DISK
 GW2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2768_SP_SET: CONCRETE POST
 GW2768_STAMPING: 256
 GW2768_MARK LOGO: VA-031
 GW2768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2768+STABILITY: SURFACE MOTION
 GW2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2768+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2768
 GW2768  HISTORY     - Date     Condition        Report By
 GW2768  HISTORY     - 1992     MONUMENTED       MSI
 GW2768
 GW2768                          STATION DESCRIPTION
 GW2768
 GW2768'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2768'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.5
 GW2768'MI (0.8 KM) SOUTH OF LONG ISLAND ON THE EAST SIDE OF S.R. 761.
 GW2768'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 633 AND S.R. 761 IN
 GW2768'LONG ISLAND, PROCEED SOUTH 0.9 MI (1.4 KM) ALONG S.R. 761 TO THE
 GW2768'STATI0N ON THE LEFT BESIDE A CULTIVATED FIELD.
 GW2768'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2768'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2768'SURFACE, STAMPED, 256.  THE DISK IS LOCATED 3.0 FT (0.9 M) EAST OF
 GW2768'A WITNESS POST, AND 20.5 FT (6.2 M) EAST OF THE CENTERLINE OF S.R.
 GW2768'761.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2769 ***********************************************************************
 GW2769  DESIGNATION -  CAMPBELL 257
 GW2769  PID         -  GW2769
 GW2769  STATE/COUNTY-  VA/CAMPBELL
 GW2769  USGS QUAD   -  KELLY (1986)
 GW2769
 GW2769                         *CURRENT SURVEY CONTROL
 GW2769  ___________________________________________________________________
 GW2769* NAD 83(1993)-  37 23 15.49111(N)    078 59 59.22077(W)     ADJUSTED  
 GW2769* NAVD 88     -       238.1    (meters)     781.     (feet)  VERTCON   
 GW2769  ___________________________________________________________________
 GW2769  X           -     968,212.458 (meters)                     COMP
 GW2769  Y           -  -4,980,920.827 (meters)                     COMP
 GW2769  Z           -   3,851,788.373 (meters)                     COMP
 GW2769  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 GW2769  ELLIP HEIGHT-         206.60  (meters)          (05/17/02) GPS OBS
 GW2769  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW2769
 GW2769  HORZ ORDER  -  FIRST
 GW2769  ELLP ORDER  -  FOURTH    CLASS II
 GW2769
 GW2769.The horizontal coordinates were established by GPS observations
 GW2769.and adjusted by the National Geodetic Survey in September 1995..
 GW2769
 GW2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2769
 GW2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2769
 GW2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2769
 GW2769.The ellipsoidal height was determined by GPS observations
 GW2769.and is referenced to NAD 83.
 GW2769
 GW2769.The geoid height was determined by GEOID03.
 GW2769
 GW2769;                    North         East     Units Scale Factor Converg.
 GW2769;SPC VA S     - 1,117,118.272 3,455,742.901   MT  0.99994546   -0 18 12.0
 GW2769;SPC VA S     - 3,665,078.86 11,337,716.50   sFT  0.99994546   -0 18 12.0
 GW2769;UTM  17      - 4,139,752.760   677,073.402   MT  0.99998624   +1 12 53.5
 GW2769
 GW2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2769!SPC VA S     -   0.99996758  x   0.99994546  =   0.99991304
 GW2769!UTM  17      -   0.99996758  x   0.99998624  =   0.99995382
 GW2769
 GW2769                          SUPERSEDED SURVEY CONTROL
 GW2769
 GW2769  ELLIP H (09/08/95)  206.64   (m)                       GP(       ) 4 2
 GW2769  NAD 83(1993)-  37 23 15.49120(N)    078 59 59.22055(W) AD(       ) 1
 GW2769  ELLIP H (11/14/94)  206.66   (m)                       GP(       ) 4 2
 GW2769  NAD 83(1986)-  37 23 15.49581(N)    078 59 59.23413(W) AD(       ) 1
 GW2769  NGVD 29 (07/01/93)  238.3    (m)          782.     (f) GPS OBS        
 GW2769
 GW2769.Superseded values are not recommended for survey control.
 GW2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2769.See file dsdata.txt to determine how the superseded data were derived.
 GW2769
 GW2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7707339753(NAD 83)
 GW2769_MARKER: DD = SURVEY DISK
 GW2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2769_SP_SET: CONCRETE POST
 GW2769_STAMPING: 257
 GW2769_MARK LOGO: VA-031
 GW2769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2769+STABILITY: SURFACE MOTION
 GW2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2769+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2769
 GW2769  HISTORY     - Date     Condition        Report By
 GW2769  HISTORY     - 1992     MONUMENTED       MSI
 GW2769
 GW2769                          STATION DESCRIPTION
 GW2769
 GW2769'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2769'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.5
 GW2769'MI (5.6 KM) EAST OF KELLY AND APPROXIMATELY 3 MI (4.8 KM) NORTH OF
 GW2769'CONCORD ON THE EAST SIDE OF S.R. 609.
 GW2769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 726
 GW2769'OVERPASS, PROCEED NORTH 0.4 MI (0.6 KM) ALONG S.R. 726 TO THE
 GW2769'INTERSECTION WITH S.R. 609. TURN RIGHT AND GO EAST 4.0 MI (6.4 KM)
 GW2769'ALONG S.R. 609 TO THE STATION ON THE LEFT BESIDE AN OPEN FIELD.
 GW2769'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2769'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2769'SURFACE, STAMPED, 257.  THE DISK IS LOCATED 2.8 FT (0.9 M)
 GW2769'SOUTHWEST OF A WITNESS POST, 14.5 FT (4.4 M) EAST OF THE CENTERLINE OF
 GW2769'S.R. 609, 30.0 FT (9.1 M) EAST OF A FENCE ON THE WEST SIDE OF S.R.
 GW2769'609, AND 226 FT (68.9 M) NORTH OF POWER POLE EBD36-1/2-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2770 ***********************************************************************
 GW2770  DESIGNATION -  CAMPBELL 258
 GW2770  PID         -  GW2770
 GW2770  STATE/COUNTY-  VA/CAMPBELL
 GW2770  USGS QUAD   -  RUSTBURG (1985)
 GW2770
 GW2770                         *CURRENT SURVEY CONTROL
 GW2770  ___________________________________________________________________
 GW2770* NAD 83(1993)-  37 16 51.57814(N)    079 03 05.61202(W)     ADJUSTED  
 GW2770* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 GW2770  ___________________________________________________________________
 GW2770  X           -     965,077.835 (meters)                     COMP
 GW2770  Y           -  -4,988,859.141 (meters)                     COMP
 GW2770  Z           -   3,842,391.390 (meters)                     COMP
 GW2770  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GW2770  ELLIP HEIGHT-         229.60  (meters)          (05/17/02) GPS OBS
 GW2770  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GW2770
 GW2770  HORZ ORDER  -  FIRST
 GW2770  ELLP ORDER  -  FOURTH    CLASS II
 GW2770
 GW2770.The horizontal coordinates were established by GPS observations
 GW2770.and adjusted by the National Geodetic Survey in September 1995..
 GW2770
 GW2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2770
 GW2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2770
 GW2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2770
 GW2770.The ellipsoidal height was determined by GPS observations
 GW2770.and is referenced to NAD 83.
 GW2770
 GW2770.The geoid height was determined by GEOID03.
 GW2770
 GW2770;                    North         East     Units Scale Factor Converg.
 GW2770;SPC VA S     - 1,105,309.045 3,451,088.967   MT  0.99994654   -0 20 05.1
 GW2770;SPC VA S     - 3,626,334.76 11,322,447.72   sFT  0.99994654   -0 20 05.1
 GW2770;UTM  17      - 4,127,824.116   672,733.536   MT  0.99996755   +1 10 49.8
 GW2770
 GW2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2770!SPC VA S     -   0.99996397  x   0.99994654  =   0.99991051
 GW2770!UTM  17      -   0.99996397  x   0.99996755  =   0.99993152
 GW2770
 GW2770                          SUPERSEDED SURVEY CONTROL
 GW2770
 GW2770  ELLIP H (09/08/95)  229.66   (m)                       GP(       ) 4 2
 GW2770  NAD 83(1993)-  37 16 51.57827(N)    079 03 05.61175(W) AD(       ) 1
 GW2770  ELLIP H (11/14/94)  229.67   (m)                       GP(       ) 4 2
 GW2770  NAD 83(1986)-  37 16 51.58233(N)    079 03 05.62486(W) AD(       ) 1
 GW2770  NGVD 29 (07/01/93)  261.3    (m)          857.     (f) GPS OBS        
 GW2770
 GW2770.Superseded values are not recommended for survey control.
 GW2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2770.See file dsdata.txt to determine how the superseded data were derived.
 GW2770
 GW2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7273427824(NAD 83)
 GW2770_MARKER: DD = SURVEY DISK
 GW2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2770_SP_SET: CONCRETE POST
 GW2770_STAMPING: 258
 GW2770_MARK LOGO: VA-031
 GW2770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2770+STABILITY: SURFACE MOTION
 GW2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2770+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2770
 GW2770  HISTORY     - Date     Condition        Report By
 GW2770  HISTORY     - 1992     MONUMENTED       MSI
 GW2770
 GW2770                          STATION DESCRIPTION
 GW2770
 GW2770'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2770'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 2.5
 GW2770'MI (4.0 KM) EAST OF RUSTBURG ON THE WEST SIDE OF S.R. 651.
 GW2770'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 24 IN
 GW2770'RUSTBURG, PROCEED EAST 0.4 MI (0.6 KM) ALONG S.R. 24 TO THE
 GW2770'INTERSECTION WITH S.R. 615. BEAR RIGHT AND GO EAST 0.4 MI (0.6 KM)
 GW2770'ALONG S.R. 615  TO THE INTERSECTION WITH S.R. 663.  BEAR LEFT AND
 GW2770'TRAVEL EAST 2.0 MI (3.2 KM) ALONG S.R. 663 TO THE INTERSECTION WITH
 GW2770'S.R. 651. TURN RIGHT AND HEAD SOUTH 0.1 MI (0.2 KM) ALONG S.R. 651 TO
 GW2770'THE STATION ON THE RIGHT ON A LAWN NEAR A TREE LINE BORDERING THE
 GW2770'KINGDOM HALL OF THE JEHOVAH WITNESSES.
 GW2770'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2770'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2770'SURFACE, STAMPED, 258.  THE DISK IS LOCATED 2.8 FT (0.9 M) FROM THE
 GW2770'WITNESS POST, 16.0 FT (4.9 M) WEST OF THE CENTERLINE OF S.R. 651, AND
 GW2770'108 FT (32.9 M) NORTH OF THE CENTERLINE OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2771 ***********************************************************************
 GW2771  DESIGNATION -  CAMPBELL 259
 GW2771  PID         -  GW2771
 GW2771  STATE/COUNTY-  VA/CAMPBELL
 GW2771  USGS QUAD   -  RUSTBURG (1985)
 GW2771
 GW2771                         *CURRENT SURVEY CONTROL
 GW2771  ___________________________________________________________________
 GW2771* NAD 83(1993)-  37 16 17.29285(N)    079 00 10.09873(W)     ADJUSTED  
 GW2771* NAVD 88     -       216.3    (meters)     710.     (feet)  VERTCON   
 GW2771  ___________________________________________________________________
 GW2771  X           -     969,437.905 (meters)                     COMP
 GW2771  Y           -  -4,988,629.655 (meters)                     COMP
 GW2771  Z           -   3,841,523.242 (meters)                     COMP
 GW2771  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 GW2771  ELLIP HEIGHT-         184.91  (meters)          (05/17/02) GPS OBS
 GW2771  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GW2771
 GW2771  HORZ ORDER  -  FIRST
 GW2771  ELLP ORDER  -  FOURTH    CLASS II
 GW2771
 GW2771.The horizontal coordinates were established by GPS observations
 GW2771.and adjusted by the National Geodetic Survey in September 1995..
 GW2771
 GW2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2771
 GW2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2771
 GW2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2771
 GW2771.The ellipsoidal height was determined by GPS observations
 GW2771.and is referenced to NAD 83.
 GW2771
 GW2771.The geoid height was determined by GEOID03.
 GW2771
 GW2771;                    North         East     Units Scale Factor Converg.
 GW2771;SPC VA S     - 1,104,228.007 3,455,406.665   MT  0.99994680   -0 18 18.6
 GW2771;SPC VA S     - 3,622,788.05 11,336,613.37   sFT  0.99994680   -0 18 18.6
 GW2771;UTM  17      - 4,126,857.589   677,078.440   MT  0.99998627   +1 12 35.3
 GW2771
 GW2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2771!SPC VA S     -   0.99997098  x   0.99994680  =   0.99991778
 GW2771!UTM  17      -   0.99997098  x   0.99998627  =   0.99995725
 GW2771
 GW2771                          SUPERSEDED SURVEY CONTROL
 GW2771
 GW2771  ELLIP H (09/08/95)  184.96   (m)                       GP(       ) 4 2
 GW2771  NAD 83(1993)-  37 16 17.29301(N)    079 00 10.09832(W) AD(       ) 1
 GW2771  ELLIP H (11/14/94)  184.97   (m)                       GP(       ) 4 2
 GW2771  NAD 83(1986)-  37 16 17.29647(N)    079 00 10.11158(W) AD(       ) 1
 GW2771  NGVD 29 (07/01/93)  216.6    (m)          711.     (f) GPS OBS        
 GW2771
 GW2771.Superseded values are not recommended for survey control.
 GW2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2771.See file dsdata.txt to determine how the superseded data were derived.
 GW2771
 GW2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7707826858(NAD 83)
 GW2771_MARKER: DD = SURVEY DISK
 GW2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2771_SP_SET: CONCRETE POST
 GW2771_STAMPING: 259
 GW2771_MARK LOGO: VA-031
 GW2771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2771+STABILITY: SURFACE MOTION
 GW2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2771+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2771
 GW2771  HISTORY     - Date     Condition        Report By
 GW2771  HISTORY     - 1992     MONUMENTED       MSI
 GW2771
 GW2771                          STATION DESCRIPTION
 GW2771
 GW2771'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2771'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 5
 GW2771'MI (8.0 KM) EAST OF RUSTBURG ON THE NORTHEAST SIDE OF S.R. 663.
 GW2771'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 24 IN
 GW2771'RUSTBURG, PROCEED EAST 0.4 MI (0.6 KM) ALONG S.R. 24 TO THE
 GW2771'INTERSECTION WITH S.R. 615. BEAR RIGHT AND GO EAST 0.4 MI (0.6 KM)
 GW2771'ALONG S.R. 615  TO THE INTERSECTION WITH S.R. 663.  BEAR LEFT AND
 GW2771'TRAVEL EAST 5.2 MI (8.4 KM) ALONG S.R. 663 TO THE STATION ON THE LEFT
 GW2771'BESIDE AN OPEN FIELD AND ACROSS FROM A LIGHT BROWM BRICK HOUSE.
 GW2771'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2771'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2771'SURFACE, STAMPED, 259.  THE DISK IS LOCATED 3.0 FT (0.9 M) FROM A
 GW2771'WITNESS POST, 13.4 FT (4.1 M) NORTHEAST OF THE CENTERLINE OF S.R.
 GW2771'663, AND 86.0 FT (26.2 M) EAST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2772 ***********************************************************************
 GW2772  DESIGNATION -  CAMPBELL 260
 GW2772  PID         -  GW2772
 GW2772  STATE/COUNTY-  VA/CAMPBELL
 GW2772  USGS QUAD   -  GLADYS (1982)
 GW2772
 GW2772                         *CURRENT SURVEY CONTROL
 GW2772  ___________________________________________________________________
 GW2772* NAD 83(1993)-  37 09 02.53479(N)    079 03 23.23876(W)     ADJUSTED  
 GW2772* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 GW2772  ___________________________________________________________________
 GW2772  X           -     966,303.662 (meters)                     COMP
 GW2772  Y           -  -4,997,486.179 (meters)                     COMP
 GW2772  Z           -   3,830,843.145 (meters)                     COMP
 GW2772  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GW2772  ELLIP HEIGHT-         175.62  (meters)          (05/17/02) GPS OBS
 GW2772  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GW2772
 GW2772  HORZ ORDER  -  FIRST
 GW2772  ELLP ORDER  -  FOURTH    CLASS II
 GW2772
 GW2772.The horizontal coordinates were established by GPS observations
 GW2772.and adjusted by the National Geodetic Survey in September 1995..
 GW2772
 GW2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2772
 GW2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2772
 GW2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2772
 GW2772.The ellipsoidal height was determined by GPS observations
 GW2772.and is referenced to NAD 83.
 GW2772
 GW2772.The geoid height was determined by GEOID03.
 GW2772
 GW2772;                    North         East     Units Scale Factor Converg.
 GW2772;SPC VA S     - 1,090,852.796 3,450,569.550   MT  0.99995252   -0 20 15.8
 GW2772;SPC VA S     - 3,578,906.21 11,320,743.60   sFT  0.99995252   -0 20 15.8
 GW2772;UTM  17      - 4,113,358.928   672,596.125   MT  0.99996698   +1 10 26.5
 GW2772
 GW2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2772!SPC VA S     -   0.99997244  x   0.99995252  =   0.99992496
 GW2772!UTM  17      -   0.99997244  x   0.99996698  =   0.99993942
 GW2772
 GW2772                          SUPERSEDED SURVEY CONTROL
 GW2772
 GW2772  ELLIP H (09/08/95)  175.67   (m)                       GP(       ) 4 2
 GW2772  NAD 83(1993)-  37 09 02.53529(N)    079 03 23.23812(W) AD(       ) 1
 GW2772  NAD 83(1986)-  37 09 02.53717(N)    079 03 23.25039(W) AD(       ) 1
 GW2772  NGVD 29 (07/01/93)  207.4    (m)          680.     (f) GPS OBS        
 GW2772
 GW2772.Superseded values are not recommended for survey control.
 GW2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2772.See file dsdata.txt to determine how the superseded data were derived.
 GW2772
 GW2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7259613359(NAD 83)
 GW2772_MARKER: DD = SURVEY DISK
 GW2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2772_SP_SET: CONCRETE POST
 GW2772_STAMPING: 260
 GW2772_MARK LOGO: VA-031
 GW2772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2772+STABILITY: SURFACE MOTION
 GW2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2772+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2772
 GW2772  HISTORY     - Date     Condition        Report By
 GW2772  HISTORY     - 1992     MONUMENTED       MSI
 GW2772
 GW2772                          STATION DESCRIPTION
 GW2772
 GW2772'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2772'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1
 GW2772'MI (1.6 KM) SOUTHEAST OF GLADYS ON THE EAST SIDE OF U.S. 501.
 GW2772'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 652 IN
 GW2772'GLADYS, PROCEED SOUTHEAST 1.3 MI (2.1 KM) ALONG U.S. 501 TO THE
 GW2772'STATION ON THE LEFT NEAR A FENCE CORNER.
 GW2772'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2772'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2772'SURFACE, STAMPED, 260.  THE DISK IS LOCATED 20.0 FT (6.1 M) EAST OF
 GW2772'THE CENTERLINE OF U.S. 501, 40.0 FT (12.2 M) SOUTHWEST OF A FENCE
 GW2772'CORNER, AND 125.0 FT (38.1 M) SOUTHEAST OF POWER POLE PD-38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2773 ***********************************************************************
 GW2773  DESIGNATION -  CAMPBELL 261
 GW2773  PID         -  GW2773
 GW2773  STATE/COUNTY-  VA/CAMPBELL
 GW2773  USGS QUAD   -  GLADYS (1982)
 GW2773
 GW2773                         *CURRENT SURVEY CONTROL
 GW2773  ___________________________________________________________________
 GW2773* NAD 83(1993)-  37 07 35.99348(N)    079 01 13.94777(W)     ADJUSTED  
 GW2773* NAVD 88     -       189.0    (meters)     620.     (feet)  VERTCON   
 GW2773  ___________________________________________________________________
 GW2773  X           -     969,740.040 (meters)                     COMP
 GW2773  Y           -  -4,998,446.655 (meters)                     COMP
 GW2773  Z           -   3,828,705.419 (meters)                     COMP
 GW2773  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GW2773  ELLIP HEIGHT-         157.57  (meters)          (05/17/02) GPS OBS
 GW2773  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GW2773
 GW2773  HORZ ORDER  -  FIRST
 GW2773  ELLP ORDER  -  FOURTH    CLASS II
 GW2773
 GW2773.The horizontal coordinates were established by GPS observations
 GW2773.and adjusted by the National Geodetic Survey in September 1995..
 GW2773
 GW2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2773
 GW2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2773
 GW2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2773
 GW2773.The ellipsoidal height was determined by GPS observations
 GW2773.and is referenced to NAD 83.
 GW2773
 GW2773.The geoid height was determined by GEOID03.
 GW2773
 GW2773;                    North         East     Units Scale Factor Converg.
 GW2773;SPC VA S     - 1,088,166.880 3,453,745.096   MT  0.99995419   -0 18 57.3
 GW2773;SPC VA S     - 3,570,094.17 11,331,162.04   sFT  0.99995419   -0 18 57.3
 GW2773;UTM  17      - 4,110,757.650   675,841.475   MT  0.99998091   +1 11 42.2
 GW2773
 GW2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2773!SPC VA S     -   0.99997527  x   0.99995419  =   0.99992946
 GW2773!UTM  17      -   0.99997527  x   0.99998091  =   0.99995618
 GW2773
 GW2773                          SUPERSEDED SURVEY CONTROL
 GW2773
 GW2773  ELLIP H (09/08/95)  157.63   (m)                       GP(       ) 4 2
 GW2773  NAD 83(1986)-  37 07 35.99490(N)    079 01 13.95891(W) AD(       ) 1
 GW2773  NGVD 29 (07/01/93)  189.3    (m)          621.     (f) GPS OBS        
 GW2773
 GW2773.Superseded values are not recommended for survey control.
 GW2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2773.See file dsdata.txt to determine how the superseded data were derived.
 GW2773
 GW2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7584110758(NAD 83)
 GW2773_MARKER: DD = SURVEY DISK
 GW2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2773_SP_SET: CONCRETE POST
 GW2773_STAMPING: 261
 GW2773_MARK LOGO: VA-031
 GW2773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2773+STABILITY: SURFACE MOTION
 GW2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2773+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2773
 GW2773  HISTORY     - Date     Condition        Report By
 GW2773  HISTORY     - 1992     MONUMENTED       MSI
 GW2773
 GW2773                          STATION DESCRIPTION
 GW2773
 GW2773'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2773'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 4
 GW2773'MI (6.4 KM) SOUTHEAST OF GLADYS ON THE NORTHEAST SIDE OF U.S. 501.
 GW2773'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 650,
 GW2773'PROCEED SOUTHEAST 0.3 MI (0.5 KM) ALONG U.S. 501 TO THE STATION ON
 GW2773'THE LEFT NEAR INTERSECTION WITH AN OLD PAVED ROAD.
 GW2773'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2773'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2773'SURFACE, STAMPED 261.  THE DISK IS LOCATED 1.8 FT (0.5 M) WEST OF A
 GW2773'WITNESS POST, 22.0 FT (6.7 M) NORTHEAST OF THE CENTERLINE OF U.S.
 GW2773'501, 32.0 FT (9.8 M) SOUTHWEST OF THE CENTERLINE OF AN OLD PAVED
 GW2773'ROAD, AND 76.2 FT (23.2 M) SOUTHEAST OF POWER POLE LB-58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2774 ***********************************************************************
 GW2774  DESIGNATION -  CAMPBELL 262
 GW2774  PID         -  GW2774
 GW2774  STATE/COUNTY-  VA/CAMPBELL
 GW2774  USGS QUAD   -  LONG ISLAND (1966)
 GW2774
 GW2774                         *CURRENT SURVEY CONTROL
 GW2774  ___________________________________________________________________
 GW2774* NAD 83(1993)-  37 03 44.46730(N)    079 04 25.23313(W)     ADJUSTED  
 GW2774* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 GW2774  ___________________________________________________________________
 GW2774  X           -     965,916.925 (meters)                     COMP
 GW2774  Y           -  -5,003,553.950 (meters)                     COMP
 GW2774  Z           -   3,822,999.323 (meters)                     COMP
 GW2774  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 GW2774  ELLIP HEIGHT-         136.22  (meters)          (05/17/02) GPS OBS
 GW2774  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GW2774
 GW2774  HORZ ORDER  -  FIRST
 GW2774  ELLP ORDER  -  FOURTH    CLASS II
 GW2774
 GW2774.The horizontal coordinates were established by GPS observations
 GW2774.and adjusted by the National Geodetic Survey in September 1995..
 GW2774
 GW2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2774
 GW2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2774
 GW2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2774
 GW2774.The ellipsoidal height was determined by GPS observations
 GW2774.and is referenced to NAD 83.
 GW2774
 GW2774.The geoid height was determined by GEOID03.
 GW2774
 GW2774;                    North         East     Units Scale Factor Converg.
 GW2774;SPC VA S     - 1,081,057.284 3,448,980.258   MT  0.99995950   -0 20 53.4
 GW2774;SPC VA S     - 3,546,768.77 11,315,529.40   sFT  0.99995950   -0 20 53.4
 GW2774;UTM  17      - 4,103,524.842   671,265.600   MT  0.99996135   +1 09 40.5
 GW2774
 GW2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2774!SPC VA S     -   0.99997862  x   0.99995950  =   0.99993812
 GW2774!UTM  17      -   0.99997862  x   0.99996135  =   0.99993997
 GW2774
 GW2774                          SUPERSEDED SURVEY CONTROL
 GW2774
 GW2774  ELLIP H (09/08/95)  136.27   (m)                       GP(       ) 4 2
 GW2774  NAD 83(1986)-  37 03 44.46734(N)    079 04 25.24290(W) AD(       ) 1
 GW2774  NGVD 29 (07/01/93)  168.0    (m)          551.     (f) GPS OBS        
 GW2774
 GW2774.Superseded values are not recommended for survey control.
 GW2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2774.See file dsdata.txt to determine how the superseded data were derived.
 GW2774
 GW2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7126603525(NAD 83)
 GW2774_MARKER: DD = SURVEY DISK
 GW2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2774_SP_SET: CONCRETE POST
 GW2774_STAMPING: 262
 GW2774_MARK LOGO: VA-031
 GW2774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2774+STABILITY: SURFACE MOTION
 GW2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2774+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2774
 GW2774  HISTORY     - Date     Condition        Report By
 GW2774  HISTORY     - 1992     MONUMENTED       MSI
 GW2774
 GW2774                          STATION DESCRIPTION
 GW2774
 GW2774'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2774'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2774'MI (2.4 KM) SOUTHEAST OF LONG ISLAND ON THE WEST SIDE OF S.R. 728.
 GW2774'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 761 AND S.R. 638 IN
 GW2774'LONG ISLAND, PROCEED SOUTHEAST 1.7 MI (2.7 KM) ALONG S.R. 638 TO THE
 GW2774'INTERSECTION WITH S.R. 728.  TURN RIGHT AND GO SOUTH 0.3 MI (0.5 KM)
 GW2774'ALONG S.R. 728 TO THE STATION ON THE RIGHT BESIDE A FARM FIELD.
 GW2774'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2774'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2774'SURFACE, STAMPED, 262.  THE DISK IS LOCATED 1.3 FT (0.4 M) EAST OF
 GW2774'A WITNESS POST, 17.0 FT (5.2 M) WEST OF THE CENTERLINE OF S.R. 728,
 GW2774'AND 46.5 FT (14.2 M) NORTH OF AN 8 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2775 ***********************************************************************
 GW2775  DESIGNATION -  CAMPBELL 263
 GW2775  PID         -  GW2775
 GW2775  STATE/COUNTY-  VA/HALIFAX
 GW2775  USGS QUAD   -  LONG ISLAND (1966)
 GW2775
 GW2775                         *CURRENT SURVEY CONTROL
 GW2775  ___________________________________________________________________
 GW2775* NAD 83(1993)-  37 01 29.57686(N)    079 03 22.33378(W)     ADJUSTED  
 GW2775* NAVD 88     -       165.2    (meters)     542.     (feet)  VERTCON   
 GW2775  ___________________________________________________________________
 GW2775  X           -     967,917.900 (meters)                     COMP
 GW2775  Y           -  -5,005,716.789 (meters)                     COMP
 GW2775  Z           -   3,819,678.693 (meters)                     COMP
 GW2775  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GW2775  ELLIP HEIGHT-         133.75  (meters)          (05/17/02) GPS OBS
 GW2775  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GW2775
 GW2775  HORZ ORDER  -  FIRST
 GW2775  ELLP ORDER  -  FOURTH    CLASS II
 GW2775
 GW2775.The horizontal coordinates were established by GPS observations
 GW2775.and adjusted by the National Geodetic Survey in September 1995..
 GW2775
 GW2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2775
 GW2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2775
 GW2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2775
 GW2775.The ellipsoidal height was determined by GPS observations
 GW2775.and is referenced to NAD 83.
 GW2775
 GW2775.The geoid height was determined by GEOID03.
 GW2775
 GW2775;                    North         East     Units Scale Factor Converg.
 GW2775;SPC VA S     - 1,076,889.904 3,450,509.614   MT  0.99996317   -0 20 15.3
 GW2775;SPC VA S     - 3,533,096.29 11,320,546.96   sFT  0.99996317   -0 20 15.3
 GW2775;UTM  17      - 4,099,399.163   672,904.166   MT  0.99996830   +1 10 14.8
 GW2775
 GW2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2775!SPC VA S     -   0.99997901  x   0.99996317  =   0.99994218
 GW2775!UTM  17      -   0.99997901  x   0.99996830  =   0.99994731
 GW2775
 GW2775                          SUPERSEDED SURVEY CONTROL
 GW2775
 GW2775  ELLIP H (09/08/95)  133.80   (m)                       GP(       ) 4 2
 GW2775  NAD 83(1986)-  37 01 29.57617(N)    079 03 22.34305(W) AD(       ) 1
 GW2775  NGVD 29 (07/01/93)  165.5    (m)          543.     (f) GPS OBS        
 GW2775
 GW2775.Superseded values are not recommended for survey control.
 GW2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2775.See file dsdata.txt to determine how the superseded data were derived.
 GW2775
 GW2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7290499399(NAD 83)
 GW2775_MARKER: DD = SURVEY DISK
 GW2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2775_SP_SET: CONCRETE POST
 GW2775_STAMPING: 263
 GW2775_MARK LOGO: VA-031
 GW2775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2775+STABILITY: SURFACE MOTION
 GW2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2775+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2775
 GW2775  HISTORY     - Date     Condition        Report By
 GW2775  HISTORY     - 1992     MONUMENTED       MSI
 GW2775
 GW2775                          STATION DESCRIPTION
 GW2775
 GW2775'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2775'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 6 MI
 GW2775'(9.7 KM) SOUTHWEST OF BROOKNEAL AND APPROXIMATELY 4 MI (6.4 KM)
 GW2775'SOUTHEAST OF LONG ISLAND ON THE WEST SIDE OF S.R. 639.
 GW2775'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 40 AND U.S. 501,
 GW2775'PROCEED WEST 3.0 MI (4.8 KM) ALONG S.R. 40 TO THE INTERSECTION WITH
 GW2775'S.R. 638 NORTH.  TURN RIGHT AND GO NORTHWEST 3.6 MI (5.8 KM) ALONG
 GW2775'S.R. 638 TO THE INTERSECTION WITH S.R. 639.  TURN RIGHT AND TRAVEL
 GW2775'NORTH 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT NEAR POWER LINE
 GW2775'CROSSING.
 GW2775'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2775'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2775'SURFACE, STAMPED, 263.  THE DISK IS LOCATED 2.0 FT (0.6 M) EAST OF
 GW2775'A WITNESS POST, 12.5 FT (3.8 M) WEST OF THE CENTERLINE OF S.R. 639,
 GW2775'AND 168 FT (51.2 M) NORTH OF THE CENTERLINE OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2776 ***********************************************************************
 GW2776  DESIGNATION -  CAMPBELL 264
 GW2776  PID         -  GW2776
 GW2776  STATE/COUNTY-  VA/HALIFAX
 GW2776  USGS QUAD   -  LONG ISLAND (1966)
 GW2776
 GW2776                         *CURRENT SURVEY CONTROL
 GW2776  ___________________________________________________________________
 GW2776* NAD 83(1993)-  37 01 07.82139(N)    079 00 25.10425(W)     ADJUSTED  
 GW2776* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 GW2776  ___________________________________________________________________
 GW2776  X           -     972,296.832 (meters)                     COMP
 GW2776  Y           -  -5,005,285.906 (meters)                     COMP
 GW2776  Z           -   3,819,147.996 (meters)                     COMP
 GW2776  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 GW2776  ELLIP HEIGHT-         141.68  (meters)          (05/17/02) GPS OBS
 GW2776  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 GW2776
 GW2776  HORZ ORDER  -  FIRST
 GW2776  ELLP ORDER  -  FOURTH    CLASS II
 GW2776
 GW2776.The horizontal coordinates were established by GPS observations
 GW2776.and adjusted by the National Geodetic Survey in September 1995..
 GW2776
 GW2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2776
 GW2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2776
 GW2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2776
 GW2776.The ellipsoidal height was determined by GPS observations
 GW2776.and is referenced to NAD 83.
 GW2776
 GW2776.The geoid height was determined by GEOID03.
 GW2776
 GW2776;                    North         East     Units Scale Factor Converg.
 GW2776;SPC VA S     - 1,076,194.610 3,454,886.435   MT  0.99996381   -0 18 27.7
 GW2776;SPC VA S     - 3,530,815.15 11,334,906.58   sFT  0.99996381   -0 18 27.7
 GW2776;UTM  17      - 4,098,819.297   677,297.834   MT  0.99998725   +1 12 01.0
 GW2776
 GW2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2776!SPC VA S     -   0.99997777  x   0.99996381  =   0.99994158
 GW2776!UTM  17      -   0.99997777  x   0.99998725  =   0.99996502
 GW2776
 GW2776                          SUPERSEDED SURVEY CONTROL
 GW2776
 GW2776  ELLIP H (09/08/95)  141.73   (m)                       GP(       ) 4 2
 GW2776  NAD 83(1986)-  37 01 07.82080(N)    079 00 25.11426(W) AD(       ) 1
 GW2776  NGVD 29 (07/01/93)  173.4    (m)          569.     (f) GPS OBS        
 GW2776
 GW2776.Superseded values are not recommended for survey control.
 GW2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2776.See file dsdata.txt to determine how the superseded data were derived.
 GW2776
 GW2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7729898819(NAD 83)
 GW2776_MARKER: DD = SURVEY DISK
 GW2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2776_SP_SET: CONCRETE POST
 GW2776_STAMPING: 264
 GW2776_MARK LOGO: VA-031
 GW2776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2776+STABILITY: SURFACE MOTION
 GW2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2776+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2776
 GW2776  HISTORY     - Date     Condition        Report By
 GW2776  HISTORY     - 1992     MONUMENTED       MSI
 GW2776
 GW2776                          STATION DESCRIPTION
 GW2776
 GW2776'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2776'THE STATION IS LOCATED IN HALIFAX COUNTY, VIRGINIA, APPROXIMATELY 4 MI
 GW2776'(6.4 KM) SOUTHWEST OF BROOKNEAL ON THE NORTHEAST SIDE OF S.R. 638.
 GW2776'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 40 AND U.S. 501,
 GW2776'PROCEED WEST 3.0 MI (4.8 KM) ALONG S.R. 40 TO THE INTERSECTION WITH
 GW2776'S.R. 638 NORTH.  TURN RIGHT AND GO NORTHWEST 0.4 MI (0.6 KM) TO THE
 GW2776'STATION ON THE RIGHT BEFORE A DIRT FARM ROAD.
 GW2776'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2776'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2776'SURFACE, STAMPED, 264.  THE DISK IS LOCATED 3.5 FT (1.1 M)
 GW2776'SOUTHWEST OF A WITNESS POST, 25.5 FT (7.8 M) NORTHEAST OF THE
 GW2776'CENTERLINE OF S.R. 638, AND 69 FT (21.0 M) SOUTHEAST OF THE
 GW2776'CENTERLINE OF A DIRT FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2777 ***********************************************************************
 GW2777  DESIGNATION -  CAMPBELL 265
 GW2777  PID         -  GW2777
 GW2777  STATE/COUNTY-  VA/CAMPBELL
 GW2777  USGS QUAD   -  CONCORD (1987)
 GW2777
 GW2777                         *CURRENT SURVEY CONTROL
 GW2777  ___________________________________________________________________
 GW2777* NAD 83(1993)-  37 21 05.67397(N)    078 59 07.16753(W)     ADJUSTED  
 GW2777* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 GW2777  ___________________________________________________________________
 GW2777  X           -     969,934.997 (meters)                     COMP
 GW2777  Y           -  -4,983,068.249 (meters)                     COMP
 GW2777  Z           -   3,848,613.435 (meters)                     COMP
 GW2777  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 GW2777  ELLIP HEIGHT-         216.18  (meters)          (05/17/02) GPS OBS
 GW2777  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GW2777
 GW2777  HORZ ORDER  -  FIRST
 GW2777  ELLP ORDER  -  FOURTH    CLASS II
 GW2777
 GW2777.The horizontal coordinates were established by GPS observations
 GW2777.and adjusted by the National Geodetic Survey in September 1995..
 GW2777
 GW2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2777
 GW2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2777
 GW2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2777
 GW2777.The ellipsoidal height was determined by GPS observations
 GW2777.and is referenced to NAD 83.
 GW2777
 GW2777.The geoid height was determined by GEOID03.
 GW2777
 GW2777;                    North         East     Units Scale Factor Converg.
 GW2777;SPC VA S     - 1,113,109.724 3,457,002.718   MT  0.99994544   -0 17 40.4
 GW2777;SPC VA S     - 3,651,927.49 11,341,849.75   sFT  0.99994544   -0 17 40.4
 GW2777;UTM  17      - 4,135,778.810   678,439.006   MT  0.99999223   +1 13 21.5
 GW2777
 GW2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2777!SPC VA S     -   0.99996608  x   0.99994544  =   0.99991152
 GW2777!UTM  17      -   0.99996608  x   0.99999223  =   0.99995831
 GW2777
 GW2777                          SUPERSEDED SURVEY CONTROL
 GW2777
 GW2777  ELLIP H (09/08/95)  216.23   (m)                       GP(       ) 4 2
 GW2777  NAD 83(1993)-  37 21 05.67418(N)    078 59 07.16714(W) AD(       ) 1
 GW2777  ELLIP H (11/14/94)  216.24   (m)                       GP(       ) 4 2
 GW2777  NAD 83(1986)-  37 21 05.67808(N)    078 59 07.18202(W) AD(       ) 1
 GW2777  NGVD 29 (07/01/93)  247.8    (m)          813.     (f) GPS OBS        
 GW2777
 GW2777.Superseded values are not recommended for survey control.
 GW2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2777.See file dsdata.txt to determine how the superseded data were derived.
 GW2777
 GW2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7843935779(NAD 83)
 GW2777_MARKER: DD = SURVEY DISK
 GW2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2777_SP_SET: CONCRETE POST
 GW2777_STAMPING: 265
 GW2777_MARK LOGO: VA-031
 GW2777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2777+STABILITY: SURFACE MOTION
 GW2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2777+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2777
 GW2777  HISTORY     - Date     Condition        Report By
 GW2777  HISTORY     - 1992     MONUMENTED       MSI
 GW2777
 GW2777                          STATION DESCRIPTION
 GW2777
 GW2777'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2777'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.8
 GW2777'MI (1.3 KM) NORTHWEST OF THE TOWN OF CONCORD.
 GW2777'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 24,
 GW2777'PROCEED 0.6 MI (1.0 KM) WEST ALONG U.S. 460 TO THE STATION ON THE
 GW2777'LEFT, IN THE MEDIAN, EAST OF THE EAST-WEST CROSSOVER FOR S.R.800.
 GW2777'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2777'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2777'SURFACE, STAMPED, 265.  THE DISK IS LOCATED 5.0 FT (1.5 M) SOUTH OF
 GW2777'A WITNESS POST, 25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF THE
 GW2777'EASTBOUND LANES OF U.S 460, 33.0 FT (10.1 M) EAST OF THE EASTERNMOST
 GW2777'END OF A CULVERT, AND 40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF THE
 GW2777'WESTBOUND LANES OF U.S. 460.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2778 ***********************************************************************
 GW2778  DESIGNATION -  CAMPBELL 266
 GW2778  PID         -  GW2778
 GW2778  STATE/COUNTY-  VA/APPOMATTOX
 GW2778  USGS QUAD   -  CONCORD (1987)
 GW2778
 GW2778                         *CURRENT SURVEY CONTROL
 GW2778  ___________________________________________________________________
 GW2778* NAD 83(1993)-  37 20 56.35645(N)    078 56 11.91086(W)     ADJUSTED  
 GW2778* NAVD 88     -       259.2    (meters)     850.     (feet)  VERTCON   
 GW2778  ___________________________________________________________________
 GW2778  X           -     974,203.822 (meters)                     COMP
 GW2778  Y           -  -4,982,422.462 (meters)                     COMP
 GW2778  Z           -   3,848,392.154 (meters)                     COMP
 GW2778  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GW2778  ELLIP HEIGHT-         227.84  (meters)          (05/17/02) GPS OBS
 GW2778  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW2778
 GW2778  HORZ ORDER  -  FIRST
 GW2778  ELLP ORDER  -  FOURTH    CLASS II
 GW2778
 GW2778.The horizontal coordinates were established by GPS observations
 GW2778.and adjusted by the National Geodetic Survey in September 1995..
 GW2778
 GW2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2778
 GW2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2778
 GW2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2778
 GW2778.The ellipsoidal height was determined by GPS observations
 GW2778.and is referenced to NAD 83.
 GW2778
 GW2778.The geoid height was determined by GEOID03.
 GW2778
 GW2778;                    North         East     Units Scale Factor Converg.
 GW2778;SPC VA S     - 1,112,801.432 3,461,314.372   MT  0.99994545   -0 15 54.0
 GW2778;SPC VA S     - 3,650,916.03 11,355,995.57   sFT  0.99994545   -0 15 54.0
 GW2778;UTM  17      - 4,135,584.773   682,757.554   MT  1.00001144   +1 15 07.6
 GW2778
 GW2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2778!SPC VA S     -   0.99996425  x   0.99994545  =   0.99990970
 GW2778!UTM  17      -   0.99996425  x   1.00001144  =   0.99997569
 GW2778
 GW2778                          SUPERSEDED SURVEY CONTROL
 GW2778
 GW2778  ELLIP H (09/08/95)  227.88   (m)                       GP(       ) 4 2
 GW2778  NAD 83(1993)-  37 20 56.35672(N)    078 56 11.91037(W) AD(       ) 1
 GW2778  ELLIP H (11/14/94)  227.90   (m)                       GP(       ) 4 2
 GW2778  NAD 83(1986)-  37 20 56.36011(N)    078 56 11.92619(W) AD(       ) 1
 GW2778  NGVD 29 (07/01/93)  259.4    (m)          851.     (f) GPS OBS        
 GW2778
 GW2778.Superseded values are not recommended for survey control.
 GW2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2778.See file dsdata.txt to determine how the superseded data were derived.
 GW2778
 GW2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8275835585(NAD 83)
 GW2778_MARKER: DD = SURVEY DISK
 GW2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2778_SP_SET: CONCRETE POST
 GW2778_STAMPING: 266
 GW2778_MARK LOGO: VA-031
 GW2778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2778+STABILITY: SURFACE MOTION
 GW2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2778+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 GW2778
 GW2778  HISTORY     - Date     Condition        Report By
 GW2778  HISTORY     - 1992     MONUMENTED       MSI
 GW2778  HISTORY     - 20050113 GOOD             USPSQD
 GW2778  HISTORY     - 20060512 GOOD             GEOCAC
 GW2778
 GW2778                          STATION DESCRIPTION
 GW2778
 GW2778'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2778'THE STATION IS LOCATED IN APPOMATTOX COUNTY, VIRGINIA, APPROXIMATELY
 GW2778'2.3 MI (3.7 KM) NORTHEAST OF THE TOWN OF CONCORD.
 GW2778'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 24,
 GW2778'PROCEED 2.3 MI (3.7 KM) EAST ALONG U.S. 460 TO THE STATION ON THE
 GW2778'LEFT, SOUTHWEST OF THREE LARGE WOODEN CROSSES.
 GW2778'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2778'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2778'SURFACE, STAMPED, 266.  THE DISK IS LOCATED 7.5 FT (2.3 M)
 GW2778'SOUTHWEST OF A WITNESS POST, 22.0 FT (6.7 M) NORTH OF THE CENTERLINE
 GW2778'OF THE WESTBOUND LANES OF U.S. 460, 23.0 FT (7.0 M) SOUTH OF A
 GW2778'FENCELINE, AND 59.5 FT (18.1 M) SOUTHEAST OF POWER POLE NUMBER LK97.
 GW2778
 GW2778                          STATION RECOVERY (2005)
 GW2778
 GW2778'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2778'RECOVERED IN GOOD CONDITION.
 GW2778
 GW2778                          STATION RECOVERY (2006)
 GW2778
 GW2778'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 GW2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2779 ***********************************************************************
 GW2779  DESIGNATION -  CAMPBELL 267
 GW2779  PID         -  GW2779
 GW2779  STATE/COUNTY-  VA/CAMPBELL
 GW2779  USGS QUAD   -  CONCORD (1987)
 GW2779
 GW2779                         *CURRENT SURVEY CONTROL
 GW2779  ___________________________________________________________________
 GW2779* NAD 83(1993)-  37 16 52.46676(N)    078 55 57.30932(W)     ADJUSTED  
 GW2779* NAVD 88     -       221.2    (meters)     726.     (feet)  VERTCON   
 GW2779  ___________________________________________________________________
 GW2779  X           -     975,425.708 (meters)                     COMP
 GW2779  Y           -  -4,986,797.114 (meters)                     COMP
 GW2779  Z           -   3,842,389.117 (meters)                     COMP
 GW2779  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GW2779  ELLIP HEIGHT-         189.86  (meters)          (05/17/02) GPS OBS
 GW2779  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GW2779
 GW2779  HORZ ORDER  -  FIRST
 GW2779  ELLP ORDER  -  FOURTH    CLASS II
 GW2779
 GW2779.The horizontal coordinates were established by GPS observations
 GW2779.and adjusted by the National Geodetic Survey in September 1995..
 GW2779
 GW2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2779
 GW2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2779
 GW2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2779
 GW2779.The ellipsoidal height was determined by GPS observations
 GW2779.and is referenced to NAD 83.
 GW2779
 GW2779.The geoid height was determined by GEOID03.
 GW2779
 GW2779;                    North         East     Units Scale Factor Converg.
 GW2779;SPC VA S     - 1,105,281.446 3,461,639.271   MT  0.99994653   -0 15 45.2
 GW2779;SPC VA S     - 3,626,244.21 11,357,061.51   sFT  0.99994653   -0 15 45.2
 GW2779;UTM  17      - 4,128,075.514   683,281.344   MT  1.00001381   +1 15 09.5
 GW2779
 GW2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2779!SPC VA S     -   0.99997021  x   0.99994653  =   0.99991674
 GW2779!UTM  17      -   0.99997021  x   1.00001381  =   0.99998402
 GW2779
 GW2779                          SUPERSEDED SURVEY CONTROL
 GW2779
 GW2779  ELLIP H (09/08/95)  189.91   (m)                       GP(       ) 4 2
 GW2779  NAD 83(1993)-  37 16 52.46697(N)    078 55 57.30885(W) AD(       ) 1
 GW2779  ELLIP H (11/14/94)  189.92   (m)                       GP(       ) 4 2
 GW2779  NAD 83(1986)-  37 16 52.46991(N)    078 55 57.32296(W) AD(       ) 1
 GW2779  NGVD 29 (07/01/93)  221.4    (m)          726.     (f) GPS OBS        
 GW2779
 GW2779.Superseded values are not recommended for survey control.
 GW2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2779.See file dsdata.txt to determine how the superseded data were derived.
 GW2779
 GW2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8328128076(NAD 83)
 GW2779_MARKER: DD = SURVEY DISK
 GW2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2779_SP_SET: CONCRETE POST
 GW2779_STAMPING: 267
 GW2779_MARK LOGO: VA-031
 GW2779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2779+STABILITY: SURFACE MOTION
 GW2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2779+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2779
 GW2779  HISTORY     - Date     Condition        Report By
 GW2779  HISTORY     - 1992     MONUMENTED       MSI
 GW2779
 GW2779                          STATION DESCRIPTION
 GW2779
 GW2779'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2779'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 5.1
 GW2779'MI (8.2 KM) SOUTHEAST OF THE TOWN OF CONCORD.
 GW2779'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 AND S.R. 24,
 GW2779'PROCEED 1.1 MI (1.8 KM) SOUTH ALONG S.R.24 TO THE INTERSECTION WITH
 GW2779'S.R. 646.  TURN LEFT ONTO S.R. 646 AND TRAVEL 4.4 MI (7.1 KM)
 GW2779'SOUTHEAST TO THE INTERSECTION WITH S.R. 606.  TURN LEFT ONTO S.R. 606
 GW2779'AND PROCEED 1.6 MI (2.6 KM) SOUTHEAST TO THE STATION ON THE RIGHT,
 GW2779'ACROSS FROM A GAS PIPELINE PUMPING STATION.
 GW2779'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2779'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2779'SURFACE, STAMPED, 267.  THE DISK IS LOCATED 14.0 FT (4.3 M)
 GW2779'SOUTHWEST OF THE CENTERLINE OF S.R. 606, 30.5 FT (9.3 M) NORTH OF THE
 GW2779'NORTHERNMOST CORNER OF A FENCE AROUND GAS VALVES, AND 70.0 FT
 GW2779'(21.3 M) SOUTHWEST OF POWER POLE NUMBER 19-66-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2780 ***********************************************************************
 GW2780  DESIGNATION -  CAMPBELL 268
 GW2780  PID         -  GW2780
 GW2780  STATE/COUNTY-  VA/CAMPBELL
 GW2780  USGS QUAD   -  MIKE (1984)
 GW2780
 GW2780                         *CURRENT SURVEY CONTROL
 GW2780  ___________________________________________________________________
 GW2780* NAD 83(1993)-  37 13 47.77936(N)    078 58 49.26052(W)     ADJUSTED  
 GW2780* NAVD 88     -       195.4    (meters)     641.     (feet)  VERTCON   
 GW2780  ___________________________________________________________________
 GW2780  X           -     971,923.077 (meters)                     COMP
 GW2780  Y           -  -4,990,971.628 (meters)                     COMP
 GW2780  Z           -   3,837,841.527 (meters)                     COMP
 GW2780  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 GW2780  ELLIP HEIGHT-         163.99  (meters)          (05/17/02) GPS OBS
 GW2780  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 GW2780
 GW2780  HORZ ORDER  -  FIRST
 GW2780  ELLP ORDER  -  FOURTH    CLASS II
 GW2780
 GW2780.The horizontal coordinates were established by GPS observations
 GW2780.and adjusted by the National Geodetic Survey in September 1995..
 GW2780
 GW2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2780
 GW2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2780
 GW2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2780
 GW2780.The ellipsoidal height was determined by GPS observations
 GW2780.and is referenced to NAD 83.
 GW2780
 GW2780.The geoid height was determined by GEOID03.
 GW2780
 GW2780;                    North         East     Units Scale Factor Converg.
 GW2780;SPC VA S     - 1,099,608.672 3,457,374.714   MT  0.99994827   -0 17 29.5
 GW2780;SPC VA S     - 3,607,632.78 11,343,070.21   sFT  0.99994827   -0 17 29.5
 GW2780;UTM  17      - 4,122,291.681   679,167.971   MT  0.99999545   +1 13 20.1
 GW2780
 GW2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2780!SPC VA S     -   0.99997427  x   0.99994827  =   0.99992254
 GW2780!UTM  17      -   0.99997427  x   0.99999545  =   0.99996972
 GW2780
 GW2780                          SUPERSEDED SURVEY CONTROL
 GW2780
 GW2780  ELLIP H (09/08/95)  164.04   (m)                       GP(       ) 4 2
 GW2780  NAD 83(1993)-  37 13 47.77952(N)    078 58 49.26005(W) AD(       ) 1
 GW2780  NAD 83(1986)-  37 13 47.78255(N)    078 58 49.27305(W) AD(       ) 1
 GW2780  NGVD 29 (07/01/93)  195.6    (m)          642.     (f) GPS OBS        
 GW2780
 GW2780.Superseded values are not recommended for survey control.
 GW2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2780.See file dsdata.txt to determine how the superseded data were derived.
 GW2780
 GW2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7916822292(NAD 83)
 GW2780_MARKER: DD = SURVEY DISK
 GW2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2780_SP_SET: CONCRETE POST
 GW2780_STAMPING: 268
 GW2780_MARK LOGO: VA-031
 GW2780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2780+STABILITY: SURFACE MOTION
 GW2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2780+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2780
 GW2780  HISTORY     - Date     Condition        Report By
 GW2780  HISTORY     - 1992     MONUMENTED       MSI
 GW2780
 GW2780                          STATION DESCRIPTION
 GW2780
 GW2780'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2780'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 4.8
 GW2780'MI (7.7 KM) NORTHWEST OF THE TOWN OF MIKE.
 GW2780'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 646 AND S.R. 615,
 GW2780'PROCEED 3.8 MI (6.1 KM) WEST ALONG S.R.615 TO THE INTERSECTION WITH
 GW2780'S.R. 648(N).  TURN RIGHT ONTO S.R. 648 AND TRAVEL 2.9 MI (4.7 KM)
 GW2780'NORTH TO THE INTERSECTION WITH S.R. 604.  TURN LEFT ONTO S.R. 604 AND
 GW2780'PROCEED 0.7 MI (1.1 KM) SOUTHWEST TO THE STATION ON THE RIGHT, EAST
 GW2780'OF A GRAVEL DRIVEWAY.
 GW2780'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2780'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2780'SURFACE, STAMPED, 268.  THE DISK IS LOCATED 1.9 FT (0.6 M) SOUTH OF
 GW2780'A WITNESS POST, 19.2 FT (5.9 M) NORTH OF THE CENTERLINE OF S.R.604,
 GW2780'AND 47.6 FT (14.5 M) EAST OF A TELEPHONE PEDESTAL WEST OF THE GRAVEL
 GW2780'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2781 ***********************************************************************
 GW2781  DESIGNATION -  CAMPBELL 269
 GW2781  PID         -  GW2781
 GW2781  STATE/COUNTY-  VA/CAMPBELL
 GW2781  USGS QUAD   -  MIKE (1984)
 GW2781
 GW2781                         *CURRENT SURVEY CONTROL
 GW2781  ___________________________________________________________________
 GW2781* NAD 83(1993)-  37 14 48.54111(N)    078 55 17.71750(W)     ADJUSTED  
 GW2781* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 GW2781  ___________________________________________________________________
 GW2781  X           -     976,818.635 (meters)                     COMP
 GW2781  Y           -  -4,988,835.249 (meters)                     COMP
 GW2781  Z           -   3,839,313.850 (meters)                     COMP
 GW2781  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GW2781  ELLIP HEIGHT-         132.59  (meters)          (05/17/02) GPS OBS
 GW2781  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GW2781
 GW2781  HORZ ORDER  -  FIRST
 GW2781  ELLP ORDER  -  FOURTH    CLASS II
 GW2781
 GW2781.The horizontal coordinates were established by GPS observations
 GW2781.and adjusted by the National Geodetic Survey in September 1995..
 GW2781
 GW2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2781
 GW2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2781
 GW2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2781
 GW2781.The ellipsoidal height was determined by GPS observations
 GW2781.and is referenced to NAD 83.
 GW2781
 GW2781.The geoid height was determined by GEOID03.
 GW2781
 GW2781;                    North         East     Units Scale Factor Converg.
 GW2781;SPC VA S     - 1,101,456.832 3,462,597.457   MT  0.99994761   -0 15 21.1
 GW2781;SPC VA S     - 3,613,696.29 11,360,205.16   sFT  0.99994761   -0 15 21.1
 GW2781;UTM  17      - 4,124,277.302   684,340.366   MT  1.00001861   +1 15 29.9
 GW2781
 GW2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2781!SPC VA S     -   0.99997919  x   0.99994761  =   0.99992680
 GW2781!UTM  17      -   0.99997919  x   1.00001861  =   0.99999780
 GW2781
 GW2781                          SUPERSEDED SURVEY CONTROL
 GW2781
 GW2781  ELLIP H (09/08/95)  132.64   (m)                       GP(       ) 4 2
 GW2781  NAD 83(1993)-  37 14 48.54139(N)    078 55 17.71694(W) AD(       ) 1
 GW2781  NAD 83(1986)-  37 14 48.54408(N)    078 55 17.73069(W) AD(       ) 1
 GW2781  NGVD 29 (07/01/93)  164.1    (m)          538.     (f) GPS OBS        
 GW2781
 GW2781.Superseded values are not recommended for survey control.
 GW2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2781.See file dsdata.txt to determine how the superseded data were derived.
 GW2781
 GW2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8434024277(NAD 83)
 GW2781_MARKER: DD = SURVEY DISK
 GW2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2781_SP_SET: CONCRETE POST
 GW2781_STAMPING: 269
 GW2781_MARK LOGO: VA-031
 GW2781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2781+STABILITY: SURFACE MOTION
 GW2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2781+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2781
 GW2781  HISTORY     - Date     Condition        Report By
 GW2781  HISTORY     - 1992     MONUMENTED       MSI
 GW2781
 GW2781                          STATION DESCRIPTION
 GW2781
 GW2781'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2781'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.6
 GW2781'MI (5.8 KM) NORTH OF THE TOWN OF MIKE.
 GW2781'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 646 AND S.R. 615,
 GW2781'PROCEED 4.1 MI (6.6 KM) NORTH ALONG S.R.646 TO THE STATION ON THE
 GW2781'LEFT, 0.2 MI (0.3 KM) NORTH OF THE INTERSECTION WITH S.R. 604.
 GW2781'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2781'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2781'SURFACE, STAMPED, 269.  THE DISK IS LOCATED 4.3 FT (1.3 M) EAST OF
 GW2781'A WITNESS POST, 14.3 FT (4.4 M) WEST OF THE CENTERLINE OF S.R.646,
 GW2781'AND 68.2 FT (20.8 M) NORTHEAST OF POWER POLE NUMBER A101-34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2782 ***********************************************************************
 GW2782  DESIGNATION -  CAMPBELL 270
 GW2782  PID         -  GW2782
 GW2782  STATE/COUNTY-  VA/CAMPBELL
 GW2782  USGS QUAD   -  RED HOUSE (1984)
 GW2782
 GW2782                         *CURRENT SURVEY CONTROL
 GW2782  ___________________________________________________________________
 GW2782* NAD 83(1993)-  37 14 34.21253(N)    078 52 16.08532(W)     ADJUSTED  
 GW2782* NAVD 88     -       225.7    (meters)     740.     (feet)  VERTCON   
 GW2782  ___________________________________________________________________
 GW2782  X           -     981,272.417 (meters)                     COMP
 GW2782  Y           -  -4,988,283.775 (meters)                     COMP
 GW2782  Z           -   3,838,999.628 (meters)                     COMP
 GW2782  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GW2782  ELLIP HEIGHT-         194.43  (meters)          (05/17/02) GPS OBS
 GW2782  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GW2782
 GW2782  HORZ ORDER  -  FIRST
 GW2782  ELLP ORDER  -  FOURTH    CLASS II
 GW2782
 GW2782.The horizontal coordinates were established by GPS observations
 GW2782.and adjusted by the National Geodetic Survey in September 1995..
 GW2782
 GW2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2782
 GW2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2782
 GW2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2782
 GW2782.The ellipsoidal height was determined by GPS observations
 GW2782.and is referenced to NAD 83.
 GW2782
 GW2782.The geoid height was determined by GEOID03.
 GW2782
 GW2782;                    North         East     Units Scale Factor Converg.
 GW2782;SPC VA S     - 1,100,996.338 3,467,071.829   MT  0.99994776   -0 13 30.9
 GW2782;SPC VA S     - 3,612,185.49 11,374,884.83   sFT  0.99994776   -0 13 30.9
 GW2782;UTM  17      - 4,123,935.167   688,825.707   MT  1.00003923   +1 17 19.5
 GW2782
 GW2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2782!SPC VA S     -   0.99996949  x   0.99994776  =   0.99991725
 GW2782!UTM  17      -   0.99996949  x   1.00003923  =   1.00000872
 GW2782
 GW2782                          SUPERSEDED SURVEY CONTROL
 GW2782
 GW2782  ELLIP H (09/08/95)  194.48   (m)                       GP(       ) 4 2
 GW2782  NAD 83(1986)-  37 14 34.21545(N)    078 52 16.09834(W) AD(       ) 1
 GW2782  NGVD 29 (07/01/93)  225.9    (m)          741.     (f) GPS OBS        
 GW2782
 GW2782.Superseded values are not recommended for survey control.
 GW2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2782.See file dsdata.txt to determine how the superseded data were derived.
 GW2782
 GW2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8882623935(NAD 83)
 GW2782_MARKER: DD = SURVEY DISK
 GW2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2782_SP_SET: CONCRETE POST
 GW2782_STAMPING: 270
 GW2782_MARK LOGO: VA-031
 GW2782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2782+STABILITY: SURFACE MOTION
 GW2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2782+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2782
 GW2782  HISTORY     - Date     Condition        Report By
 GW2782  HISTORY     - 1992     MONUMENTED       MSI
 GW2782
 GW2782                          STATION DESCRIPTION
 GW2782
 GW2782'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2782'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.8
 GW2782'MI (6.1 KM) NORTHWEST OF THE TOWN OF RED HOUSE.
 GW2782'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 727 AND S.R. 615,
 GW2782'PROCEED 0.7 MI (1.1 KM) WEST ALONG S.R.615 TO THE INTERSECTION WITH
 GW2782'S.R. 644.  TURN RIGHT ONTO S.R. 644 AND TRAVEL 2.1 MI (3.4 KM) NORTH
 GW2782'TO THE INTERSECTION WITH S.R. 649.  TURN LEFT ONTO S.R. 649 AND
 GW2782'PROCEED 3.0 MI (4.8 KM) NORTHWEST TO THE INTERSECTION WITH S.R. 603
 GW2782'AND THE STATION ON THE LEFT, IN THE SOUTHWEST CORNER OF THE
 GW2782'INTERSECTION.
 GW2782'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2782'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2782'SURFACE, STAMPED, 270.  THE DISK IS LOCATED 2.9 FT (0.9 M) EAST OF
 GW2782'A WITNESS POST, 18.5 FT (5.6 M) SOUTHWEST OF THE CENTERLINE OF
 GW2782'S.R.603, 47.0 FT (14.3 M) SOUTH OF THE CENTERLINE OF S.R. 649, AND 67
 GW2782'FT (20.4 M) SOUTHWEST OF POWER POLE NUMBER A184.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2783 ***********************************************************************
 GW2783  DESIGNATION -  CAMPBELL 271
 GW2783  PID         -  GW2783
 GW2783  STATE/COUNTY-  VA/CAMPBELL
 GW2783  USGS QUAD   -  MIKE (1984)
 GW2783
 GW2783                         *CURRENT SURVEY CONTROL
 GW2783  ___________________________________________________________________
 GW2783* NAD 83(1993)-  37 11 09.07505(N)    078 58 12.76808(W)     ADJUSTED  
 GW2783* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 GW2783  ___________________________________________________________________
 GW2783  X           -     973,370.572 (meters)                     COMP
 GW2783  Y           -  -4,993,695.687 (meters)                     COMP
 GW2783  Z           -   3,833,938.640 (meters)                     COMP
 GW2783  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GW2783  ELLIP HEIGHT-         153.87  (meters)          (05/17/02) GPS OBS
 GW2783  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GW2783
 GW2783  HORZ ORDER  -  FIRST
 GW2783  ELLP ORDER  -  FOURTH    CLASS II
 GW2783
 GW2783.The horizontal coordinates were established by GPS observations
 GW2783.and adjusted by the National Geodetic Survey in September 1995..
 GW2783
 GW2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2783
 GW2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2783
 GW2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2783
 GW2783.The ellipsoidal height was determined by GPS observations
 GW2783.and is referenced to NAD 83.
 GW2783
 GW2783.The geoid height was determined by GEOID03.
 GW2783
 GW2783;                    North         East     Units Scale Factor Converg.
 GW2783;SPC VA S     - 1,094,711.883 3,458,249.857   MT  0.99995040   -0 17 07.4
 GW2783;SPC VA S     - 3,591,567.24 11,345,941.41   sFT  0.99995040   -0 17 07.4
 GW2783;UTM  17      - 4,117,419.473   680,172.163   MT  0.99999990   +1 13 37.7
 GW2783
 GW2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2783!SPC VA S     -   0.99997585  x   0.99995040  =   0.99992626
 GW2783!UTM  17      -   0.99997585  x   0.99999990  =   0.99997575
 GW2783
 GW2783                          SUPERSEDED SURVEY CONTROL
 GW2783
 GW2783  ELLIP H (09/08/95)  153.91   (m)                       GP(       ) 4 2
 GW2783  NAD 83(1986)-  37 11 09.07793(N)    078 58 12.78047(W) AD(       ) 1
 GW2783  NGVD 29 (07/01/93)  185.5    (m)          609.     (f) GPS OBS        
 GW2783
 GW2783.Superseded values are not recommended for survey control.
 GW2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2783.See file dsdata.txt to determine how the superseded data were derived.
 GW2783
 GW2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8017217419(NAD 83)
 GW2783_MARKER: DD = SURVEY DISK
 GW2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2783_SP_SET: CONCRETE POST
 GW2783_STAMPING: 271
 GW2783_MARK LOGO: VA-031
 GW2783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2783+STABILITY: SURFACE MOTION
 GW2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2783+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2783
 GW2783  HISTORY     - Date     Condition        Report By
 GW2783  HISTORY     - 1992     MONUMENTED       MSI
 GW2783
 GW2783                          STATION DESCRIPTION
 GW2783
 GW2783'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2783'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 3.4
 GW2783'MI (5.5 KM) SOUTHWEST OF THE TOWN OF MIKE.
 GW2783'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 646 AND S.R. 615,
 GW2783'PROCEED 3.6 MI (5.8 KM) WEST ALONG S.R.615 TO THE INTERSECTION WITH
 GW2783'S.R. 648.  TURN LEFT ONTO S.R. 648 AND TRAVEL 0.6 MI (1.0 KM)
 GW2783'SOUTHWEST TO THE STATION ON THE LEFT, NEAR A POND AND FIELD.
 GW2783'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2783'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2783'SURFACE, STAMPED, 271.  THE DISK IS LOCATED 13.0 FT (4.0 M) SOUTH
 GW2783'OF THE CENTERLINE OF S.R. 648, 46.0 FT (14.0 M) NORTHEAST OF THE
 GW2783'CENTERLINE OF A GRAVEL DRIVEWAY, AND 74.0 FT (22.6 M) SOUTHEAST OF
 GW2783'TELEPHONE PEDESTAL NUMBER B62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2784 ***********************************************************************
 GW2784  DESIGNATION -  CAMPBELL 272
 GW2784  PID         -  GW2784
 GW2784  STATE/COUNTY-  VA/CAMPBELL
 GW2784  USGS QUAD   -  MIKE (1984)
 GW2784
 GW2784                         *CURRENT SURVEY CONTROL
 GW2784  ___________________________________________________________________
 GW2784* NAD 83(1993)-  37 10 59.69467(N)    078 55 28.95594(W)     ADJUSTED  
 GW2784* NAVD 88     -       206.2    (meters)     677.     (feet)  VERTCON   
 GW2784  ___________________________________________________________________
 GW2784  X           -     977,372.971 (meters)                     COMP
 GW2784  Y           -  -4,993,109.053 (meters)                     COMP
 GW2784  Z           -   3,833,720.964 (meters)                     COMP
 GW2784  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 GW2784  ELLIP HEIGHT-         174.91  (meters)          (05/17/02) GPS OBS
 GW2784  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GW2784
 GW2784  HORZ ORDER  -  FIRST
 GW2784  ELLP ORDER  -  FOURTH    CLASS II
 GW2784
 GW2784.The horizontal coordinates were established by GPS observations
 GW2784.and adjusted by the National Geodetic Survey in September 1995..
 GW2784
 GW2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2784
 GW2784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2784
 GW2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2784
 GW2784.The ellipsoidal height was determined by GPS observations
 GW2784.and is referenced to NAD 83.
 GW2784
 GW2784.The geoid height was determined by GEOID03.
 GW2784
 GW2784;                    North         East     Units Scale Factor Converg.
 GW2784;SPC VA S     - 1,094,403.571 3,462,288.762   MT  0.99995054   -0 15 28.0
 GW2784;SPC VA S     - 3,590,555.72 11,359,192.38   sFT  0.99995054   -0 15 28.0
 GW2784;UTM  17      - 4,117,217.859   684,218.035   MT  1.00001806   +1 15 16.5
 GW2784
 GW2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2784!SPC VA S     -   0.99997255  x   0.99995054  =   0.99992309
 GW2784!UTM  17      -   0.99997255  x   1.00001806  =   0.99999061
 GW2784
 GW2784                          SUPERSEDED SURVEY CONTROL
 GW2784
 GW2784  ELLIP H (09/08/95)  174.96   (m)                       GP(       ) 4 2
 GW2784  NAD 83(1986)-  37 10 59.69724(N)    078 55 28.96830(W) AD(       ) 1
 GW2784  NGVD 29 (07/01/93)  206.5    (m)          677.     (f) GPS OBS        
 GW2784
 GW2784.Superseded values are not recommended for survey control.
 GW2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2784.See file dsdata.txt to determine how the superseded data were derived.
 GW2784
 GW2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8421817218(NAD 83)
 GW2784_MARKER: DD = SURVEY DISK
 GW2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2784_SP_SET: CONCRETE POST
 GW2784_STAMPING: 272
 GW2784_MARK LOGO: VA-031
 GW2784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2784+STABILITY: SURFACE MOTION
 GW2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2784+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2784
 GW2784  HISTORY     - Date     Condition        Report By
 GW2784  HISTORY     - 1992     MONUMENTED       MSI
 GW2784
 GW2784                          STATION DESCRIPTION
 GW2784
 GW2784'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2784'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.1
 GW2784'MI (1.8 KM) NORTHWEST OF THE TOWN OF RED HOUSE.
 GW2784'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 646 AND S.R. 615,
 GW2784'PROCEED 0.9 MI (1.4 KM) WEST ALONG S.R.615 TO THE INTERSECTION WITH
 GW2784'S.R. 643.  TURN LEFT ONTO S.R. 643 AND TRAVEL 0.4 MI (0.6 KM) SOUTH
 GW2784'TO THE STATION ON THE LEFT.
 GW2784'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2784'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2784'SURFACE, STAMPED, 272.  THE DISK IS LOCATED 5.7 FT (1.7 M) WEST OF
 GW2784'A WITNESS POST, 13.0 FT (4.0 M) EAST OF THE CENTERLINE OF S.R. 643,
 GW2784'AND 31.5 FT (9.6 M) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2785 ***********************************************************************
 GW2785  DESIGNATION -  CAMPBELL 273
 GW2785  PID         -  GW2785
 GW2785  STATE/COUNTY-  VA/APPOMATTOX
 GW2785  USGS QUAD   -  RED HOUSE (1984)
 GW2785
 GW2785                         *CURRENT SURVEY CONTROL
 GW2785  ___________________________________________________________________
 GW2785* NAD 83(1993)-  37 13 19.30418(N)    078 50 09.35861(W)     ADJUSTED  
 GW2785* NAVD 88     -       197.1    (meters)     647.     (feet)  VERTCON   
 GW2785  ___________________________________________________________________
 GW2785  X           -     984,603.101 (meters)                     COMP
 GW2785  Y           -  -4,989,028.420 (meters)                     COMP
 GW2785  Z           -   3,837,143.612 (meters)                     COMP
 GW2785  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 GW2785  ELLIP HEIGHT-         165.79  (meters)          (05/17/02) GPS OBS
 GW2785  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GW2785
 GW2785  HORZ ORDER  -  FIRST
 GW2785  ELLP ORDER  -  FOURTH    CLASS II
 GW2785
 GW2785.The horizontal coordinates were established by GPS observations
 GW2785.and adjusted by the National Geodetic Survey in September 1995..
 GW2785
 GW2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2785
 GW2785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2785
 GW2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2785
 GW2785.The ellipsoidal height was determined by GPS observations
 GW2785.and is referenced to NAD 83.
 GW2785
 GW2785.The geoid height was determined by GEOID03.
 GW2785
 GW2785;                    North         East     Units Scale Factor Converg.
 GW2785;SPC VA S     - 1,098,675.476 3,470,186.811   MT  0.99994861   -0 12 14.0
 GW2785;SPC VA S     - 3,604,571.12 11,385,104.56   sFT  0.99994861   -0 12 14.0
 GW2785;UTM  17      - 4,121,697.179   692,001.221   MT  1.00005413   +1 18 34.0
 GW2785
 GW2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2785!SPC VA S     -   0.99997398  x   0.99994861  =   0.99992259
 GW2785!UTM  17      -   0.99997398  x   1.00005413  =   1.00002811
 GW2785
 GW2785                          SUPERSEDED SURVEY CONTROL
 GW2785
 GW2785  ELLIP H (09/08/95)  165.84   (m)                       GP(       ) 4 2
 GW2785  NAD 83(1993)-  37 13 19.30386(N)    078 50 09.35851(W) AD(       ) 1
 GW2785  NAD 83(1986)-  37 13 19.30736(N)    078 50 09.37211(W) AD(       ) 1
 GW2785  NGVD 29 (07/01/93)  197.2    (m)          647.     (f) GPS OBS        
 GW2785
 GW2785.Superseded values are not recommended for survey control.
 GW2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2785.See file dsdata.txt to determine how the superseded data were derived.
 GW2785
 GW2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9200121697(NAD 83)
 GW2785_MARKER: DD = SURVEY DISK
 GW2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2785_SP_SET: CONCRETE POST
 GW2785_STAMPING: 273
 GW2785_MARK LOGO: VA-031
 GW2785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2785+STABILITY: SURFACE MOTION
 GW2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2785+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2785
 GW2785  HISTORY     - Date     Condition        Report By
 GW2785  HISTORY     - 1992     MONUMENTED       MSI
 GW2785  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW2785
 GW2785                          STATION DESCRIPTION
 GW2785
 GW2785'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2785'THE STATION IS LOCATED IN APPOMATOX COUNTY, VIRGINIA, APPROXIMATELY
 GW2785'2.8 MI (4.5 KM) NORTHWEST OF THE TOWN OF RED HOUSE.
 GW2785'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 727 AND S.R. 615,
 GW2785'PROCEED 0.7 MI (1.1 KM) WEST ALONG S.R.615 TO THE INTERSECTION WITH
 GW2785'S.R. 644.  TURN RIGHT ONTO S.R. 644 AND TRAVEL 2.1 MI (3.4 KM) NORTH
 GW2785'TO THE INTERSECTION WITH S.R.649.  TURN LEFT ONTO S.R. 649 AND
 GW2785'PROCEED 0.5 MI (0.8 KM) NORTHWEST TO THE STATION ON THE RIGHT.
 GW2785'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2785'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2785'SURFACE, STAMPED, 273.  THE DISK IS LOCATED 3.2 FT (1.0 M) WEST OF
 GW2785'A WITNESS POST, 16.0 FT (4.9 M) SOUTHEAST OF THE CENTERLINE OF S.R.
 GW2785'649, AND APPROXIMATELY 230 FT (70.1 M) NORTHEAST OF POWER POLE NUMBER
 GW2785'101-34-13.
 GW2785
 GW2785                          STATION RECOVERY (2005)
 GW2785
 GW2785'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2786 ***********************************************************************
 GW2786  DESIGNATION -  CAMPBELL 274
 GW2786  PID         -  GW2786
 GW2786  STATE/COUNTY-  VA/CHARLOTTE
 GW2786  USGS QUAD   -  RED HOUSE (1984)
 GW2786
 GW2786                         *CURRENT SURVEY CONTROL
 GW2786  ___________________________________________________________________
 GW2786* NAD 83(1993)-  37 11 14.31198(N)    078 48 40.56624(W)     ADJUSTED  
 GW2786* NAVD 88     -       227.3    (meters)     746.     (feet)  VERTCON   
 GW2786  ___________________________________________________________________
 GW2786  X           -     987,207.476 (meters)                     COMP
 GW2786  Y           -  -4,990,913.505 (meters)                     COMP
 GW2786  Z           -   3,834,092.780 (meters)                     COMP
 GW2786  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 GW2786  ELLIP HEIGHT-         196.09  (meters)          (05/17/02) GPS OBS
 GW2786  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW2786
 GW2786  HORZ ORDER  -  FIRST
 GW2786  ELLP ORDER  -  FOURTH    CLASS II
 GW2786
 GW2786.The horizontal coordinates were established by GPS observations
 GW2786.and adjusted by the National Geodetic Survey in September 1995..
 GW2786
 GW2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2786
 GW2786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2786
 GW2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2786
 GW2786.The ellipsoidal height was determined by GPS observations
 GW2786.and is referenced to NAD 83.
 GW2786
 GW2786.The geoid height was determined by GEOID03.
 GW2786
 GW2786;                    North         East     Units Scale Factor Converg.
 GW2786;SPC VA S     - 1,094,814.906 3,472,363.013   MT  0.99995032   -0 11 20.1
 GW2786;SPC VA S     - 3,591,905.24 11,392,244.32   sFT  0.99995032   -0 11 20.1
 GW2786;UTM  17      - 4,117,894.987   694,278.836   MT  1.00006497   +1 19 24.0
 GW2786
 GW2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2786!SPC VA S     -   0.99996923  x   0.99995032  =   0.99991955
 GW2786!UTM  17      -   0.99996923  x   1.00006497  =   1.00003420
 GW2786
 GW2786                          SUPERSEDED SURVEY CONTROL
 GW2786
 GW2786  ELLIP H (09/08/95)  196.14   (m)                       GP(       ) 4 2
 GW2786  NAD 83(1986)-  37 11 14.31454(N)    078 48 40.57877(W) AD(       ) 1
 GW2786  NGVD 29 (07/01/93)  227.5    (m)          746.     (f) GPS OBS        
 GW2786
 GW2786.Superseded values are not recommended for survey control.
 GW2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2786.See file dsdata.txt to determine how the superseded data were derived.
 GW2786
 GW2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9427917895(NAD 83)
 GW2786_MARKER: DD = SURVEY DISK
 GW2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2786_SP_SET: CONCRETE POST
 GW2786_STAMPING: 274
 GW2786_MARK LOGO: VA-031
 GW2786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2786+STABILITY: SURFACE MOTION
 GW2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2786+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2786
 GW2786  HISTORY     - Date     Condition        Report By
 GW2786  HISTORY     - 1992     MONUMENTED       MSI
 GW2786  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW2786
 GW2786                          STATION DESCRIPTION
 GW2786
 GW2786'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2786'THE STATION IS LOCATED IN CHARLOTTE COUNTY, VIRGINIA, APPROXIMATELY
 GW2786'0.1 MI (0.2 KM) SOUTH OF THE TOWN OF RED HOUSE.
 GW2786'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 727 AND S.R. 615,
 GW2786'PROCEED 0.1 MI (0.2 KM) SOUTH ALONG S.R. 727 TO THE STATION ON THE
 GW2786'RIGHT, NEAR A POWER SUBSTATION.
 GW2786'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2786'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2786'SURFACE, STAMPED, 274.  THE DISK IS LOCATED 4.3 FT (1.3 M) EAST OF
 GW2786'A WITNESS POST, 15.3 FT (4.7 M) WEST OF THE CENTERLINE OF S.R. 727,
 GW2786'36.2 FT (11.0 M) SOUTHEAST  OF POWER POLE NUMBER 101-76-8.
 GW2786
 GW2786                          STATION RECOVERY (2001)
 GW2786
 GW2786'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW2786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2787 ***********************************************************************
 GW2787  DESIGNATION -  CAMPBELL 275
 GW2787  PID         -  GW2787
 GW2787  STATE/COUNTY-  VA/CAMPBELL
 GW2787  USGS QUAD   -  MIKE (1984)
 GW2787
 GW2787                         *CURRENT SURVEY CONTROL
 GW2787  ___________________________________________________________________
 GW2787* NAD 83(1993)-  37 08 33.60163(N)    078 53 34.44979(W)     ADJUSTED  
 GW2787* NAVD 88     -       173.7    (meters)     570.     (feet)  VERTCON   
 GW2787  ___________________________________________________________________
 GW2787  X           -     980,663.837 (meters)                     COMP
 GW2787  Y           -  -4,995,210.023 (meters)                     COMP
 GW2787  Z           -   3,830,112.096 (meters)                     COMP
 GW2787  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GW2787  ELLIP HEIGHT-         142.39  (meters)          (05/17/02) GPS OBS
 GW2787  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GW2787
 GW2787  HORZ ORDER  -  FIRST
 GW2787  ELLP ORDER  -  FOURTH    CLASS II
 GW2787
 GW2787.The horizontal coordinates were established by GPS observations
 GW2787.and adjusted by the National Geodetic Survey in September 1995..
 GW2787
 GW2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2787
 GW2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2787
 GW2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2787
 GW2787.The ellipsoidal height was determined by GPS observations
 GW2787.and is referenced to NAD 83.
 GW2787
 GW2787.The geoid height was determined by GEOID03.
 GW2787
 GW2787;                    North         East     Units Scale Factor Converg.
 GW2787;SPC VA S     - 1,089,887.845 3,465,094.261   MT  0.99995306   -0 14 18.5
 GW2787;SPC VA S     - 3,575,740.37 11,368,396.75   sFT  0.99995306   -0 14 18.5
 GW2787;UTM  17      - 4,112,777.394   687,141.904   MT  1.00003144   +1 16 21.5
 GW2787
 GW2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2787!SPC VA S     -   0.99997766  x   0.99995306  =   0.99993072
 GW2787!UTM  17      -   0.99997766  x   1.00003144  =   1.00000909
 GW2787
 GW2787                          SUPERSEDED SURVEY CONTROL
 GW2787
 GW2787  ELLIP H (09/08/95)  142.44   (m)                       GP(       ) 4 2
 GW2787  NAD 83(1986)-  37 08 33.60374(N)    078 53 34.46168(W) AD(       ) 1
 GW2787  NGVD 29 (07/01/93)  173.9    (m)          571.     (f) GPS OBS        
 GW2787
 GW2787.Superseded values are not recommended for survey control.
 GW2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2787.See file dsdata.txt to determine how the superseded data were derived.
 GW2787
 GW2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8714212777(NAD 83)
 GW2787_MARKER: DD = SURVEY DISK
 GW2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2787_SP_SET: CONCRETE POST
 GW2787_STAMPING: 275
 GW2787_MARK LOGO: VA-031
 GW2787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2787+STABILITY: SURFACE MOTION
 GW2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2787+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2787
 GW2787  HISTORY     - Date     Condition        Report By
 GW2787  HISTORY     - 1992     MONUMENTED       MSI
 GW2787
 GW2787                          STATION DESCRIPTION
 GW2787
 GW2787'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2787'THE STATION IS LOCATED IN CAMBELL COUNTY, VIRGINIA, APPROXIMATELY 1.5
 GW2787'MI (2.4 KM) SOUTH OF THE TOWN OF MORRIS CHURCH.
 GW2787'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 730 AND S.R. 646,
 GW2787'PROCEED 0.4 MI (0.6 KM) SOUTHWEST ALONG S.R. 646 TO THE INTERSECTION
 GW2787'WITH S.R. 601. TURN RIGHT HEADING SOUTHWEST ALONG S.R. 601 FOR 1.3 MI
 GW2787'(2.1 KM) TO THE STATION ON THE LEFT, NEXT TO A CORN FIELD.
 GW2787'THE STATION IS A 3.25 INCH ALUMINUM CAMBELL COUNTY DISK SET IN THE TOP
 GW2787'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2787'STAMPED, 275. THE DISK IS LOCATED 1.7 FT (0.5 M) WEST OF A WITNESS
 GW2787'POST, 11.5 FT (3.5 M) EAST OF THE CENTERLINE S.R. 601, AND APPROX.
 GW2787'350 FT (106.7 M) SOUTH OF A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2788 ***********************************************************************
 GW2788  DESIGNATION -  CAMPBELL 276
 GW2788  PID         -  GW2788
 GW2788  STATE/COUNTY-  VA/CAMPBELL
 GW2788  USGS QUAD   -  RED HOUSE (1984)
 GW2788
 GW2788                         *CURRENT SURVEY CONTROL
 GW2788  ___________________________________________________________________
 GW2788* NAD 83(1993)-  37 08 36.02343(N)    078 51 00.09194(W)     ADJUSTED  
 GW2788* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 GW2788  ___________________________________________________________________
 GW2788  X           -     984,396.165 (meters)                     COMP
 GW2788  Y           -  -4,994,446.573 (meters)                     COMP
 GW2788  Z           -   3,830,184.007 (meters)                     COMP
 GW2788  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 GW2788  ELLIP HEIGHT-         162.92  (meters)          (05/17/02) GPS OBS
 GW2788  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GW2788
 GW2788  HORZ ORDER  -  FIRST
 GW2788  ELLP ORDER  -  FOURTH    CLASS II
 GW2788
 GW2788.The horizontal coordinates were established by GPS observations
 GW2788.and adjusted by the National Geodetic Survey in September 1995..
 GW2788
 GW2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2788
 GW2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2788
 GW2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2788
 GW2788.The ellipsoidal height was determined by GPS observations
 GW2788.and is referenced to NAD 83.
 GW2788
 GW2788.The geoid height was determined by GEOID03.
 GW2788
 GW2788;                    North         East     Units Scale Factor Converg.
 GW2788;SPC VA S     - 1,089,947.511 3,468,903.757   MT  0.99995301   -0 12 44.8
 GW2788;SPC VA S     - 3,575,936.13 11,380,895.08   sFT  0.99995301   -0 12 44.8
 GW2788;UTM  17      - 4,112,937.510   690,948.833   MT  1.00004918   +1 17 54.9
 GW2788
 GW2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2788!SPC VA S     -   0.99997443  x   0.99995301  =   0.99992744
 GW2788!UTM  17      -   0.99997443  x   1.00004918  =   1.00002361
 GW2788
 GW2788                          SUPERSEDED SURVEY CONTROL
 GW2788
 GW2788  ELLIP H (09/08/95)  162.97   (m)                       GP(       ) 4 2
 GW2788  NAD 83(1986)-  37 08 36.02525(N)    078 51 00.10368(W) AD(       ) 1
 GW2788  NGVD 29 (07/01/93)  194.4    (m)          638.     (f) GPS OBS        
 GW2788
 GW2788.Superseded values are not recommended for survey control.
 GW2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2788.See file dsdata.txt to determine how the superseded data were derived.
 GW2788
 GW2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9094912938(NAD 83)
 GW2788_MARKER: DD = SURVEY DISK
 GW2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2788_SP_SET: CONCRETE POST
 GW2788_STAMPING: 276
 GW2788_MARK LOGO: VA-031
 GW2788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2788+STABILITY: SURFACE MOTION
 GW2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2788+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2788
 GW2788  HISTORY     - Date     Condition        Report By
 GW2788  HISTORY     - 1992     MONUMENTED       MSI
 GW2788
 GW2788                          STATION DESCRIPTION
 GW2788
 GW2788'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2788'THE STATION IS LOCATED IN CAMBELL COUNTY, VIRGINIA, APPROXIMATELY 3.2
 GW2788'MI (5.1 KM) SOUTHWEST OF THE TOWN OF RED HOUSE.
 GW2788'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 727 AND S.R. 615,
 GW2788'PROCEED 0.9 MI (1.4 KM) WEST ALONG S.R. 615 TO THE INTERSECTION WITH
 GW2788'S.R. 600. TURN LEFT HEADING SOUTHWEST ALONG S.R. 600 FOR 3.6 MI
 GW2788'(5.8 KM) TO THE INTERSECTION WITH S.R. 616. TURN LEFT ONTO S.R. 616
 GW2788'HEADING SOUTHEAST FOR 0.5 MI (0.8 KM) AND THE STATION ON THE LEFT,
 GW2788'NEAR AN INTERSECTION OF GRAVEL AND PAVED DRIVEWAYS.
 GW2788'THE STATION IS A 3.25 INCH ALUMINUM CAMBELL COUNTY DISK SET IN THE TOP
 GW2788'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2788'STAMPED, 276. THE DISK IS LOCATED 4.1 FT (1.2 M) SOUTH OF A WITNESS
 GW2788'POST, 12.0 FT (3.7 M) NORTH OF THE CENTERLINE S.R. 616, AND 40.3 FT
 GW2788'(12.3 M) NORTHWEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2789 ***********************************************************************
 GW2789  DESIGNATION -  CAMPBELL 277
 GW2789  PID         -  GW2789
 GW2789  STATE/COUNTY-  VA/CAMPBELL
 GW2789  USGS QUAD   -  BROOKNEAL (1984)
 GW2789
 GW2789                         *CURRENT SURVEY CONTROL
 GW2789  ___________________________________________________________________
 GW2789* NAD 83(1993)-  37 06 08.64372(N)    078 59 37.54515(W)     ADJUSTED  
 GW2789* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 GW2789  ___________________________________________________________________
 GW2789  X           -     972,387.215 (meters)                     COMP
 GW2789  Y           -  -4,999,592.635 (meters)                     COMP
 GW2789  Z           -   3,826,561.704 (meters)                     COMP
 GW2789  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GW2789  ELLIP HEIGHT-         163.63  (meters)          (05/17/02) GPS OBS
 GW2789  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GW2789
 GW2789  HORZ ORDER  -  FIRST
 GW2789  ELLP ORDER  -  FOURTH    CLASS II
 GW2789
 GW2789.The horizontal coordinates were established by GPS observations
 GW2789.and adjusted by the National Geodetic Survey in September 1995..
 GW2789
 GW2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2789
 GW2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2789
 GW2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2789
 GW2789.The ellipsoidal height was determined by GPS observations
 GW2789.and is referenced to NAD 83.
 GW2789
 GW2789.The geoid height was determined by GEOID03.
 GW2789
 GW2789;                    North         East     Units Scale Factor Converg.
 GW2789;SPC VA S     - 1,085,461.461 3,456,110.509   MT  0.99995605   -0 17 58.8
 GW2789;SPC VA S     - 3,561,218.14 11,338,922.56   sFT  0.99995605   -0 17 58.8
 GW2789;UTM  17      - 4,108,115.446   678,277.463   MT  0.99999154   +1 12 38.0
 GW2789
 GW2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2789!SPC VA S     -   0.99997432  x   0.99995605  =   0.99993037
 GW2789!UTM  17      -   0.99997432  x   0.99999154  =   0.99996586
 GW2789
 GW2789                          SUPERSEDED SURVEY CONTROL
 GW2789
 GW2789  ELLIP H (09/08/95)  163.68   (m)                       GP(       ) 4 2
 GW2789  NAD 83(1986)-  37 06 08.64462(N)    078 59 37.55591(W) AD(       ) 1
 GW2789  NGVD 29 (07/01/93)  195.3    (m)          641.     (f) GPS OBS        
 GW2789
 GW2789.Superseded values are not recommended for survey control.
 GW2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2789.See file dsdata.txt to determine how the superseded data were derived.
 GW2789
 GW2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7827708115(NAD 83)
 GW2789_MARKER: DD = SURVEY DISK
 GW2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2789_SP_SET: CONCRETE POST
 GW2789_STAMPING: 277
 GW2789_MARK LOGO: VA-031
 GW2789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2789+STABILITY: SURFACE MOTION
 GW2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2789+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2789
 GW2789  HISTORY     - Date     Condition        Report By
 GW2789  HISTORY     - 1992     MONUMENTED       MSI
 GW2789
 GW2789                          STATION DESCRIPTION
 GW2789
 GW2789'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2789'THE STATION IS LOCATED IN CAMBELL COUNTY, VIRGINIA, APPROXIMATELY 4.4
 GW2789'MI (7.1 KM) NORTHWEST OF THE TOWN OF BROOKNEAL.
 GW2789'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 40,
 GW2789'PROCEED 4.8 MI (7.7 KM) NORTHWEST ALONG U.S. 501 TO THE INTERSECTION
 GW2789'WITH S.R. 605 AND THE STATION ON THE RIGHT, IN THE SOUTHEAST CORNER
 GW2789'OF THE INTERSECTION.
 GW2789'THE STATION IS A 3.25 INCH ALUMINUM CAMBELL COUNTY DISK SET IN THE TOP
 GW2789'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2789'STAMPED, 277. THE DISK IS LOCATED 45.4 FT (13.8 M) NORTHWEST OF THE
 GW2789'MIDDLE CROSS OF THREE WOODEN CROSSES, 56.4 FT (17.2 M) SOUTHEAST OF
 GW2789'THE NORTHWEST CORNER OF A CONCRETE TRAFFIC ISLAND ON THE EASTERN EDGE
 GW2789'OF U.S. 501, AND 66.7 FT (20.3 M) SOUTHWEST OF A CONCRETE VDH
 GW2789'MONUMENT ON THE NORTH SIDE OF S.R. 605.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2790 ***********************************************************************
 GW2790  DESIGNATION -  CAMPBELL 278
 GW2790  PID         -  GW2790
 GW2790  STATE/COUNTY-  VA/CAMPBELL
 GW2790  USGS QUAD   -  BROOKNEAL (1984)
 GW2790
 GW2790                         *CURRENT SURVEY CONTROL
 GW2790  ___________________________________________________________________
 GW2790* NAD 83(1993)-  37 04 35.89672(N)    078 52 48.26996(W)     ADJUSTED  
 GW2790* NAVD 88     -       139.7    (meters)     458.     (feet)  VERTCON   
 GW2790  ___________________________________________________________________
 GW2790  X           -     982,629.649 (meters)                     COMP
 GW2790  Y           -  -4,999,302.036 (meters)                     COMP
 GW2790  Z           -   3,824,247.596 (meters)                     COMP
 GW2790  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 GW2790  ELLIP HEIGHT-         108.38  (meters)          (05/17/02) GPS OBS
 GW2790  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW2790
 GW2790  HORZ ORDER  -  FIRST
 GW2790  ELLP ORDER  -  FOURTH    CLASS II
 GW2790
 GW2790.The horizontal coordinates were established by GPS observations
 GW2790.and adjusted by the National Geodetic Survey in September 1995..
 GW2790
 GW2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2790
 GW2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2790
 GW2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2790
 GW2790.The ellipsoidal height was determined by GPS observations
 GW2790.and is referenced to NAD 83.
 GW2790
 GW2790.The geoid height was determined by GEOID03.
 GW2790
 GW2790;                    North         East     Units Scale Factor Converg.
 GW2790;SPC VA S     - 1,082,555.670 3,466,204.378   MT  0.99995821   -0 13 50.4
 GW2790;SPC VA S     - 3,551,684.73 11,372,038.86   sFT  0.99995821   -0 13 50.4
 GW2790;UTM  17      - 4,105,476.446   688,444.965   MT  1.00003748   +1 16 42.4
 GW2790
 GW2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2790!SPC VA S     -   0.99998299  x   0.99995821  =   0.99994120
 GW2790!UTM  17      -   0.99998299  x   1.00003748  =   1.00002047
 GW2790
 GW2790                          SUPERSEDED SURVEY CONTROL
 GW2790
 GW2790  ELLIP H (09/08/95)  108.43   (m)                       GP(       ) 4 2
 GW2790  NAD 83(1986)-  37 04 35.89805(N)    078 52 48.28100(W) AD(       ) 1
 GW2790  NGVD 29 (07/01/93)  139.9    (m)          459.     (f) GPS OBS        
 GW2790
 GW2790.Superseded values are not recommended for survey control.
 GW2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2790.See file dsdata.txt to determine how the superseded data were derived.
 GW2790
 GW2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8844505476(NAD 83)
 GW2790_MARKER: DD = SURVEY DISK
 GW2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2790_SP_SET: CONCRETE POST
 GW2790_STAMPING: 278
 GW2790_MARK LOGO: VA-031
 GW2790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2790+STABILITY: SURFACE MOTION
 GW2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2790+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2790
 GW2790  HISTORY     - Date     Condition        Report By
 GW2790  HISTORY     - 1992     MONUMENTED       MSI
 GW2790
 GW2790                          STATION DESCRIPTION
 GW2790
 GW2790'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2790'THE STATION IS LOCATED IN CAMBELL COUNTY, VIRGINIA, APPROXIMATELY 1.9
 GW2790'MI (3.1 KM) EAST OF THE TOWN OF SUGAR HILL.
 GW2790'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 40 AND S.R. 605,
 GW2790'PROCEED 2.1 MI (3.4 KM) NORTHEAST ALONG U.S. 40 TO THE STATION ON THE
 GW2790'RIGHT, NEAR A HISTORICAL MARKER.
 GW2790'THE STATION IS A 3.25 INCH ALUMINUM CAMBELL COUNTY DISK SET IN THE TOP
 GW2790'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2790'STAMPED, 278. THE DISK IS LOCATED 1.5 FT (0.5 M) NORTH OF A WITNESS
 GW2790'POST, 19.7 FT (6.0 M) NORTHWEST OF A HISTORICAL MARKER, AND 69.3 FT
 GW2790'(21.1 M) SOUTHWEST OF A POWER POLE NO. 106-20-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2791 ***********************************************************************
 GW2791  DESIGNATION -  CAMPBELL 279
 GW2791  PID         -  GW2791
 GW2791  STATE/COUNTY-  VA/CHARLOTTE
 GW2791  USGS QUAD   -  BROOKNEAL (1984)
 GW2791
 GW2791                         *CURRENT SURVEY CONTROL
 GW2791  ___________________________________________________________________
 GW2791* NAD 83(1993)-  37 01 53.13669(N)    078 53 52.84888(W)     ADJUSTED  
 GW2791* NAVD 88     -       153.6    (meters)     504.     (feet)  VERTCON   
 GW2791  ___________________________________________________________________
 GW2791  X           -     981,648.699 (meters)                     COMP
 GW2791  Y           -  -5,002,587.182 (meters)                     COMP
 GW2791  Z           -   3,820,251.631 (meters)                     COMP
 GW2791  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GW2791  ELLIP HEIGHT-         122.30  (meters)          (05/17/02) GPS OBS
 GW2791  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW2791
 GW2791  HORZ ORDER  -  FIRST
 GW2791  ELLP ORDER  -  FOURTH    CLASS II
 GW2791
 GW2791.The horizontal coordinates were established by GPS observations
 GW2791.and adjusted by the National Geodetic Survey in September 1995..
 GW2791
 GW2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2791
 GW2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2791
 GW2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2791
 GW2791.The ellipsoidal height was determined by GPS observations
 GW2791.and is referenced to NAD 83.
 GW2791
 GW2791.The geoid height was determined by GEOID03.
 GW2791
 GW2791;                    North         East     Units Scale Factor Converg.
 GW2791;SPC VA S     - 1,077,545.018 3,464,588.165   MT  0.99996250   -0 14 29.6
 GW2791;SPC VA S     - 3,535,245.61 11,366,736.34   sFT  0.99996250   -0 14 29.6
 GW2791;UTM  17      - 4,100,424.611   686,961.109   MT  1.00003062   +1 15 58.7
 GW2791
 GW2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2791!SPC VA S     -   0.99998081  x   0.99996250  =   0.99994331
 GW2791!UTM  17      -   0.99998081  x   1.00003062  =   1.00001143
 GW2791
 GW2791                          SUPERSEDED SURVEY CONTROL
 GW2791
 GW2791  ELLIP H (09/08/95)  122.35   (m)                       GP(       ) 4 2
 GW2791  NAD 83(1986)-  37 01 53.13758(N)    078 53 52.85948(W) AD(       ) 1
 GW2791  NGVD 29 (07/01/93)  153.9    (m)          505.     (f) GPS OBS        
 GW2791
 GW2791.Superseded values are not recommended for survey control.
 GW2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2791.See file dsdata.txt to determine how the superseded data were derived.
 GW2791
 GW2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8696100425(NAD 83)
 GW2791_MARKER: DD = SURVEY DISK
 GW2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2791_SP_SET: CONCRETE POST
 GW2791_STAMPING: 279
 GW2791_MARK LOGO: VA-031
 GW2791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2791+STABILITY: SURFACE MOTION
 GW2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2791+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 GW2791
 GW2791  HISTORY     - Date     Condition        Report By
 GW2791  HISTORY     - 1992     MONUMENTED       MSI
 GW2791  HISTORY     - 20010317 GOOD             USPSQD
 GW2791
 GW2791                          STATION DESCRIPTION
 GW2791
 GW2791'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2791'THE STATION IS LOCATED IN CHARLOTTE COUNTY, VIRGINIA, APPROXIMATELY
 GW2791'2.8 MI (4.5 KM) SOUTHEAST OF THE TOWN OF BROOKNEAL.
 GW2791'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 501 AND S.R. 40,
 GW2791'PROCEED 1.0 MI (1.6 KM) NORTHEAST ALONG S.R. 40 TO THE INTERSECTION
 GW2791'WITH S.R. 600. TURN RIGHT HEADING NORTHEAST ALONG S.R. 600 FOR 2.1 MI
 GW2791'(3.4 KM) TO THE INTERSECTION WITH S.R. 619. TURN RIGHT ONTO S.R. 619
 GW2791'HEADING SOUTHEAST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH S.R.
 GW2791'677. TURN RIGHT HEADING SOUTH ALONG S.R. 677 FOR 1.2 MI (1.9 KM) TO
 GW2791'THE SITE OF THE PATRICK HENRY HOME. CONTINUE SOUTH ALONG ACCESS ROAD
 GW2791'(LOOP) FOR 0.1 MI (0.2 KM) AND THE STATION ON THE SOUTH SIDE OF
 GW2791'PAVEMENT.
 GW2791'THE STATION IS A 3.25 INCH ALUMINUM CAMBELL COUNTY DISK SET IN THE TOP
 GW2791'OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE,
 GW2791'STAMPED, 279. THE DISK IS LOCATED SOUTHWEST OF PATRICK HENRYS
 GW2791'GRAVE, APPROXIMATELY 30.0 FT (9.1 M) NORTHWEST OF A FENCELINE, 45.0
 GW2791'FT (13.7 M) SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 GW2791'APPROXIMATELY 120 FT (36.6 M) EAST OF TWO 1.5 FT (0.5 M) LOCUST
 GW2791'TREES, AND 179.5 FT (54.7 M) SOUTH OF THE SOUTHEASTERN CORNER OF THE
 GW2791'SERVANTS QUARTERS (LOG STRUCTURE).
 GW2791
 GW2791                          STATION RECOVERY (2001)
 GW2791
 GW2791'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GW2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2792 ***********************************************************************
 GW2792  DESIGNATION -  CAMPBELL 280
 GW2792  PID         -  GW2792
 GW2792  STATE/COUNTY-  VA/CAMPBELL
 GW2792  USGS QUAD   -  KELLY (1986)
 GW2792
 GW2792                         *CURRENT SURVEY CONTROL
 GW2792  ___________________________________________________________________
 GW2792* NAD 83(1993)-  37 23 30.24759(N)    079 05 38.33746(W)     ADJUSTED  
 GW2792* NAVD 88     -       208.9    (meters)     685.     (feet)  VERTCON   
 GW2792  ___________________________________________________________________
 GW2792  X           -     959,965.417 (meters)                     COMP
 GW2792  Y           -  -4,982,211.729 (meters)                     COMP
 GW2792  Z           -   3,852,131.996 (meters)                     COMP
 GW2792  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 GW2792  ELLIP HEIGHT-         177.22  (meters)          (05/17/02) GPS OBS
 GW2792  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW2792
 GW2792  HORZ ORDER  -  FIRST
 GW2792  ELLP ORDER  -  FOURTH    CLASS II
 GW2792
 GW2792.The horizontal coordinates were established by GPS observations
 GW2792.and adjusted by the National Geodetic Survey in September 1995..
 GW2792
 GW2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2792
 GW2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2792
 GW2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2792
 GW2792.The ellipsoidal height was determined by GPS observations
 GW2792.and is referenced to NAD 83.
 GW2792
 GW2792.The geoid height was determined by GEOID03.
 GW2792
 GW2792;                    North         East     Units Scale Factor Converg.
 GW2792;SPC VA S     - 1,117,621.491 3,447,404.298   MT  0.99994549   -0 21 37.8
 GW2792;SPC VA S     - 3,666,729.84 11,310,358.93   sFT  0.99994549   -0 21 37.8
 GW2792;UTM  17      - 4,140,034.880   668,724.203   MT  0.99995068   +1 09 27.8
 GW2792
 GW2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2792!SPC VA S     -   0.99997219  x   0.99994549  =   0.99991768
 GW2792!UTM  17      -   0.99997219  x   0.99995068  =   0.99992287
 GW2792
 GW2792                          SUPERSEDED SURVEY CONTROL
 GW2792
 GW2792  ELLIP H (09/08/95)  177.27   (m)                       GP(       ) 4 2
 GW2792  NAD 83(1993)-  37 23 30.24763(N)    079 05 38.33736(W) AD(       ) 1
 GW2792  ELLIP H (11/14/94)  177.28   (m)                       GP(       ) 4 2
 GW2792  NAD 83(1986)-  37 23 30.25259(N)    079 05 38.35089(W) AD(       ) 1
 GW2792  NGVD 29 (07/01/93)  209.1    (m)          686.     (f) GPS OBS        
 GW2792
 GW2792.Superseded values are not recommended for survey control.
 GW2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2792.See file dsdata.txt to determine how the superseded data were derived.
 GW2792
 GW2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6872440035(NAD 83)
 GW2792_MARKER: DD = SURVEY DISK
 GW2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2792_SP_SET: CONCRETE POST
 GW2792_STAMPING: 280
 GW2792_MARK LOGO: VA-031
 GW2792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2792+STABILITY: SURFACE MOTION
 GW2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2792+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW2792
 GW2792  HISTORY     - Date     Condition        Report By
 GW2792  HISTORY     - 1992     MONUMENTED       MSI
 GW2792  HISTORY     - 20010123 GOOD             GEOMET
 GW2792  HISTORY     - 20040219 GOOD             USPSQD
 GW2792  HISTORY     - 20060309 GOOD             USPSQD
 GW2792
 GW2792                          STATION DESCRIPTION
 GW2792
 GW2792'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2792'THE STATION IS LOCATED IN THE CITY OF LYNCHBURG, VIRGINIA,
 GW2792'APPROXIMATELY 1.8 MI (2.9 KM) NORTHWEST OF THE TOWN OF KELLY.
 GW2792'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 726 AND U.S. 460,
 GW2792'PROCEED 1.8 MI (2.9 KM) NORTHWEST ALONG U.S. 460 TO THE STATION ON
 GW2792'THE LEFT IN THE MEDIAN, OPPOSITE THE PLEASANT VALLEY CHURCH.
 GW2792'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2792'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2792'SURFACE, STAMPED, 280.  THE DISK IS LOCATED 24.5 FT (7.5 M) SOUTH
 GW2792'OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S. 460, 35.0 FT
 GW2792'(10.7 M) NORTH OF THE EASTBOUND LANES OF U.S. 460, AND 54.0 FT
 GW2792'(16.5 M) SOUTHWEST OF THE CENTERLINE OF AN EAST-WEST CROSSOVER.
 GW2792
 GW2792                          STATION RECOVERY (2001)
 GW2792
 GW2792'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 GW2792'THE STATION IS IN THE CITY OF LYNCHBURG.
 GW2792
 GW2792                          STATION RECOVERY (2004)
 GW2792
 GW2792'RECOVERY NOTE BY US POWER SQUADRON 2004
 GW2792'RECOVERED IN GOOD CONDITION.
 GW2792
 GW2792                          STATION RECOVERY (2006)
 GW2792
 GW2792'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2793 ***********************************************************************
 GW2793  DESIGNATION -  CAMPBELL 281
 GW2793  PID         -  GW2793
 GW2793  STATE/COUNTY-  VA/CAMPBELL
 GW2793  USGS QUAD   -  KELLY (1986)
 GW2793
 GW2793                         *CURRENT SURVEY CONTROL
 GW2793  ___________________________________________________________________
 GW2793* NAD 83(1993)-  37 23 07.35414(N)    079 04 01.16857(W)     ADJUSTED  
 GW2793* NAVD 88     -       154.8    (meters)     508.     (feet)  VERTCON   
 GW2793  ___________________________________________________________________
 GW2793  X           -     962,385.511 (meters)                     COMP
 GW2793  Y           -  -4,982,137.587 (meters)                     COMP
 GW2793  Z           -   3,851,538.397 (meters)                     COMP
 GW2793  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 GW2793  ELLIP HEIGHT-         123.18  (meters)          (05/17/02) GPS OBS
 GW2793  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW2793
 GW2793  HORZ ORDER  -  FIRST
 GW2793  ELLP ORDER  -  FOURTH    CLASS II
 GW2793
 GW2793.The horizontal coordinates were established by GPS observations
 GW2793.and adjusted by the National Geodetic Survey in September 1995..
 GW2793
 GW2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2793
 GW2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2793
 GW2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2793
 GW2793.The ellipsoidal height was determined by GPS observations
 GW2793.and is referenced to NAD 83.
 GW2793
 GW2793.The geoid height was determined by GEOID03.
 GW2793
 GW2793;                    North         East     Units Scale Factor Converg.
 GW2793;SPC VA S     - 1,116,901.061 3,449,790.048   MT  0.99994545   -0 20 38.8
 GW2793;SPC VA S     - 3,664,366.23 11,318,186.18   sFT  0.99994545   -0 20 38.8
 GW2793;UTM  17      - 4,139,377.903   671,128.227   MT  0.99996074   +1 10 26.2
 GW2793
 GW2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2793!SPC VA S     -   0.99998067  x   0.99994545  =   0.99992612
 GW2793!UTM  17      -   0.99998067  x   0.99996074  =   0.99994141
 GW2793
 GW2793                          SUPERSEDED SURVEY CONTROL
 GW2793
 GW2793  ELLIP H (09/08/95)  123.23   (m)                       GP(       ) 4 2
 GW2793  NAD 83(1993)-  37 23 07.35418(N)    079 04 01.16845(W) AD(       ) 1
 GW2793  ELLIP H (11/14/94)  123.24   (m)                       GP(       ) 4 2
 GW2793  NAD 83(1986)-  37 23 07.35907(N)    079 04 01.18153(W) AD(       ) 1
 GW2793  NGVD 29 (07/01/93)  155.0    (m)          509.     (f) GPS OBS        
 GW2793
 GW2793.Superseded values are not recommended for survey control.
 GW2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2793.See file dsdata.txt to determine how the superseded data were derived.
 GW2793
 GW2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7112839378(NAD 83)
 GW2793_MARKER: DD = SURVEY DISK
 GW2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2793_SP_SET: CONCRETE POST
 GW2793_STAMPING: 281
 GW2793_MARK LOGO: VA-031
 GW2793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2793+STABILITY: SURFACE MOTION
 GW2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2793+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2793
 GW2793  HISTORY     - Date     Condition        Report By
 GW2793  HISTORY     - 1992     MONUMENTED       MSI
 GW2793
 GW2793                          STATION DESCRIPTION
 GW2793
 GW2793'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2793'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 0.2
 GW2793'MI (0.3 KM) WEST OF THE TOWN OF KELLY.
 GW2793'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 726 AND U.S. 460,
 GW2793'PROCEED 0.2 MI (0.3 KM) WEST ALONG U.S.460 TO THE STATION ON THE
 GW2793'LEFT, IN THE MEDIAN, JUST WEST OF MOORES GROCERY.
 GW2793'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2793'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2793'SURFACE, STAMPED, 281.  THE DISK IS LOCATED 22.5 FT (6.9 M) NORTH
 GW2793'OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S 460, 25.0 FT (7.6 M)
 GW2793'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S. 460, AND 148.0
 GW2793'FT (45.1 M) EAST OF THE CENTERLINE OF AN EAST-WEST CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2794 ***********************************************************************
 GW2794  DESIGNATION -  CAMPBELL 282
 GW2794  PID         -  GW2794
 GW2794  STATE/COUNTY-  VA/CAMPBELL
 GW2794  USGS QUAD   -  KELLY (1986)
 GW2794
 GW2794                         *CURRENT SURVEY CONTROL
 GW2794  ___________________________________________________________________
 GW2794* NAD 83(1993)-  37 23 58.66009(N)    079 03 26.02390(W)     ADJUSTED  
 GW2794* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 GW2794  ___________________________________________________________________
 GW2794  X           -     963,054.689 (meters)                     COMP
 GW2794  Y           -  -4,981,044.131 (meters)                     COMP
 GW2794  Z           -   3,852,805.741 (meters)                     COMP
 GW2794  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 GW2794  ELLIP HEIGHT-         140.72  (meters)          (05/17/02) GPS OBS
 GW2794  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW2794
 GW2794  HORZ ORDER  -  FIRST
 GW2794  ELLP ORDER  -  FOURTH    CLASS II
 GW2794
 GW2794.The horizontal coordinates were established by GPS observations
 GW2794.and adjusted by the National Geodetic Survey in September 1995..
 GW2794
 GW2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2794
 GW2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2794
 GW2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2794
 GW2794.The ellipsoidal height was determined by GPS observations
 GW2794.and is referenced to NAD 83.
 GW2794
 GW2794.The geoid height was determined by GEOID03.
 GW2794
 GW2794;                    North         East     Units Scale Factor Converg.
 GW2794;SPC VA S     - 1,118,477.519 3,450,663.885   MT  0.99994556   -0 20 17.5
 GW2794;SPC VA S     - 3,669,538.33 11,321,053.10   sFT  0.99994556   -0 20 17.5
 GW2794;UTM  17      - 4,140,976.988   671,960.001   MT  0.99996426   +1 10 49.0
 GW2794
 GW2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2794!SPC VA S     -   0.99997792  x   0.99994556  =   0.99992348
 GW2794!UTM  17      -   0.99997792  x   0.99996426  =   0.99994218
 GW2794
 GW2794                          SUPERSEDED SURVEY CONTROL
 GW2794
 GW2794  ELLIP H (09/08/95)  140.76   (m)                       GP(       ) 4 2
 GW2794  NAD 83(1993)-  37 23 58.66012(N)    079 03 26.02378(W) AD(       ) 1
 GW2794  ELLIP H (11/14/94)  140.77   (m)                       GP(       ) 4 2
 GW2794  NAD 83(1986)-  37 23 58.66496(N)    079 03 26.03677(W) AD(       ) 1
 GW2794  NGVD 29 (07/01/93)  172.6    (m)          566.     (f) GPS OBS        
 GW2794
 GW2794.Superseded values are not recommended for survey control.
 GW2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2794.See file dsdata.txt to determine how the superseded data were derived.
 GW2794
 GW2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7196040977(NAD 83)
 GW2794_MARKER: DD = SURVEY DISK
 GW2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2794_SP_SET: CONCRETE POST
 GW2794_STAMPING: 282
 GW2794_MARK LOGO: VA-031
 GW2794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2794+STABILITY: SURFACE MOTION
 GW2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2794+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2794
 GW2794  HISTORY     - Date     Condition        Report By
 GW2794  HISTORY     - 1992     MONUMENTED       MSI
 GW2794
 GW2794                          STATION DESCRIPTION
 GW2794
 GW2794'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2794'THE STATION IS LOCATED IN CAMPBELL COUNTY, VIRGINIA, APPROXIMATELY 1.0
 GW2794'MI (1.6 KM) NORTH OF THE TOWN OF KELLY.
 GW2794'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 726 AND U.S. 460,
 GW2794'PROCEED 1.0 MI (1.6 KM) NORTH ALONG S.R. 726 TO THE STATION ON THE
 GW2794'LEFT, JUST NORTH OF THE ENTRANECE TO THE LYNCHBURG FOUNDRY PLANT.
 GW2794'THE STATION IS A 3.25 INCH ALUMINUM CAMPBELL COUNTY DISK SET IN THE
 GW2794'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2794'SURFACE, STAMPED, 282.  THE DISK IS LOCATED 2.7 FT (0.8 M)
 GW2794'SOUTHEAST OF A WITNESS POST, 24.5 FT (7.5 M) WEST OF THE CENTERLINE OF
 GW2794'S.R. 726, 34.5 FT (10.5 M) NORTHEAST OF LIGHT POLE NUMBER 107-112,
 GW2794'AND 101.0 FT (30.8 M) SOUTHWEST OF POWER POLE NUMBER 107-83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2176 ***********************************************************************
 GW2176  DESIGNATION -  CAMPBELL CO COURTHOUSE JAIL
 GW2176  PID         -  GW2176
 GW2176  STATE/COUNTY-  VA/CAMPBELL
 GW2176  USGS QUAD   -  RUSTBURG (1985)
 GW2176
 GW2176                         *CURRENT SURVEY CONTROL
 GW2176  ___________________________________________________________________
 GW2176* NAD 83(1993)-  37 16 33.35581(N)    079 06 10.91742(W)     ADJUSTED  
 GW2176* NAVD 88     -                                                        
 GW2176  ___________________________________________________________________
 GW2176  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GW2176  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 GW2176
 GW2176  HORZ ORDER  -  THIRD
 GW2176
 GW2176.The horizontal coordinates were established by classical geodetic methods
 GW2176.and adjusted by the National Geodetic Survey in September 1995..
 GW2176
 GW2176
 GW2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2176
 GW2176.The geoid height was determined by GEOID03.
 GW2176
 GW2176;                    North         East     Units Scale Factor Converg.
 GW2176;SPC VA S     - 1,104,775.231 3,446,520.861   MT  0.99994667   -0 21 57.6
 GW2176;SPC VA S     - 3,624,583.40 11,307,460.52   sFT  0.99994667   -0 21 57.6
 GW2176;UTM  17      - 4,127,169.689   668,181.092   MT  0.99994843   +1 08 57.0
 GW2176
 GW2176                          SUPERSEDED SURVEY CONTROL
 GW2176
 GW2176  NAD 83(1993)-  37 16 33.36442(N)    079 06 10.93826(W) AD(       ) 4
 GW2176  NAD 83(1986)-  37 16 33.35302(N)    079 06 10.93557(W) AD(       ) 4
 GW2176  NAD 27      -  37 16 32.96000(N)    079 06 11.82000(W) AD(       ) 3
 GW2176
 GW2176.Superseded values are not recommended for survey control.
 GW2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2176.See file dsdata.txt to determine how the superseded data were derived.
 GW2176
 GW2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6818127170(NAD 83)
 GW2176
 GW2176  HISTORY     - Date     Condition        Report By
 GW2176  HISTORY     - UNK      MONUMENTED
 GW2176  HISTORY     - 1958     GOOD             CGS
 GW2176
 GW2176                          STATION DESCRIPTION
 GW2176
 GW2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 GW2176'INTERSECTION STATION RECOVERED WAS A SMALL CUPOLA ON CAMPBELL COUNTY
 GW2176'COURTHOUSE.  BUILDING WAS ERECTED IN 1848, AND IS TWO AND A HALF
 GW2176'STORIES HIGH AND CONSTRUCTED OF RED BRICK.  PARTY WAS UNABLE TO
 GW2176'CONFIRM THAT THIS BUILDING WAS USED AS A JAIL IN 1875-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9407 ***********************************************************************
 AA9407  DESIGNATION -  CAMPER
 AA9407  PID         -  AA9407
 AA9407  STATE/COUNTY-  VA/PATRICK
 AA9407  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9407
 AA9407                         *CURRENT SURVEY CONTROL
 AA9407  ___________________________________________________________________
 AA9407* NAD 83(1993)-  36 40 52.09755(N)    080 23 54.77193(W)     ADJUSTED  
 AA9407* NAVD 88     -       841.4    (meters)    2760.     (feet)  GPS OBS   
 AA9407  ___________________________________________________________________
 AA9407  X           -     854,294.009 (meters)                     COMP
 AA9407  Y           -  -5,050,111.029 (meters)                     COMP
 AA9407  Z           -   3,789,557.333 (meters)                     COMP
 AA9407  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA9407  ELLIP HEIGHT-         809.33  (meters)          (05/17/02) GPS OBS
 AA9407  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AA9407
 AA9407  HORZ ORDER  -  FIRST
 AA9407  ELLP ORDER  -  FOURTH    CLASS II
 AA9407
 AA9407.The horizontal coordinates were established by GPS observations
 AA9407.and adjusted by the National Geodetic Survey in December 1995..
 AA9407
 AA9407.The orthometric height was determined by GPS observations and a
 AA9407.high-resolution geoid model.
 AA9407
 AA9407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9407
 AA9407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9407
 AA9407.The ellipsoidal height was determined by GPS observations
 AA9407.and is referenced to NAD 83.
 AA9407
 AA9407.The geoid height was determined by GEOID03.
 AA9407
 AA9407;                    North         East     Units Scale Factor Converg.
 AA9407;SPC VA S     - 1,040,303.977 3,330,312.669   MT  1.00001662   -1 09 08.2
 AA9407;SPC VA S     - 3,413,063.96 10,926,200.81   sFT  1.00001662   -1 09 08.2
 AA9407;UTM  17      - 4,059,669.437   553,737.771   MT  0.99963558   +0 21 33.5
 AA9407
 AA9407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9407!SPC VA S     -   0.99987300  x   1.00001662  =   0.99988962
 AA9407!UTM  17      -   0.99987300  x   0.99963558  =   0.99950863
 AA9407
 AA9407:                Primary Azimuth Mark                     Grid Az
 AA9407:SPC VA S     -  ANDREW                                   147 21 34.6
 AA9407:UTM  17      -  ANDREW                                   145 50 52.9
 AA9407
 AA9407|---------------------------------------------------------------------|
 AA9407| PID    Reference Object                     Distance      Geod. Az  |
 AA9407|                                                           dddmmss.s |
 AA9407| AA9408 ANDREW                              433.377 METERS 1461226.4 |
 AA9407| AA9409 LAUREL TALBOTT                      477.322 METERS 1773939.0 |
 AA9407|---------------------------------------------------------------------|
 AA9407
 AA9407                          SUPERSEDED SURVEY CONTROL
 AA9407
 AA9407  ELLIP H (12/05/95)  809.42   (m)                       GP(       ) 4 2
 AA9407
 AA9407.Superseded values are not recommended for survey control.
 AA9407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9407.See file dsdata.txt to determine how the superseded data were derived.
 AA9407
 AA9407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5373859669(NAD 83)
 AA9407_MARKER: Z = SEE DESCRIPTION
 AA9407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9407_SP_SET: CONCRETE INSTRUMENT STAND
 AA9407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9407+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9407
 AA9407  HISTORY     - Date     Condition        Report By
 AA9407  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9407
 AA9407                          STATION DESCRIPTION
 AA9407
 AA9407'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9407'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 4.0 MILES
 AA9407'SOUTH OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM THE
 AA9407'INTERSECTION OF STATE ROUTE 614 AND STATE ROUTE 601 PROCEED SOUTH
 AA9407'ALONG STATE ROUTE 601 A DISTANCE OF 2.9 MILES TO ITS INTERSECTION WITH
 AA9407'STATE ROUTE 606.  BEAR LEFT AND PROCEED SOUTHEAST ALONG STATE ROUTE
 AA9407'601 A DISTANCE OF 0.9 MILE TO A PULL OFF NEAR AN ELECTRIC POLE. HIKE
 AA9407'SOUTHEAST ALONG TRAIL AN APPROXIMATE DISTANCE OF 200 FEET TO THE
 AA9407'STATION OVERLOOKING TALBOTT DAM TO THE SOUTH. OBTAIN PERMISSION FROM
 AA9407'MR. ROBERT M. SIMRIL, 1415 CHATHAM DRIVE, HIGHPOINT, NORTH CAROLINA
 AA9407'27265, TELEPHONE NUMBER 910/883-0436.  THE STATION IS A STANDARD DAM
 AA9407'DEFORMATION INSTRUMENT STAND CONSISTING OF CONCRETE FORMED AND POURED
 AA9407'IN PLACE TO AN UNKNOWN DEPTH.  THE TOP OF THE STAND IS 6.40 FEET ABOVE
 AA9407'GROUND AND HAS A STEEL PLATE WITH 5/8 INCH THREADED ROD.  THE
 AA9407'ELEVATION IS TO THE TOP OF THE PLATE.  REFERENCES (ALL DIRECTIONS ARE
 AA9407'REFERENCED FROM 1995 MAGNETIC NORTH)(1) 23.4 FEET AZIMUTH 60 DEGREES
 AA9407'TO A NAIL IN THE SIDE OF A 10.3 INCH MAPLE TREE MARKED WITH A
 AA9407'REFERENCE WASHER IN THE FACE OF THE TREE, (2)13.6 FEET AZIMUTH 253
 AA9407'DEGREES TO A NAIL IN THE SIDE OF A 9 INCH MAPLE TREE MARKED WITH A
 AA9407'REFERENCE WASHER IN THE FACE OF THE TREE, (3)50.5 FEET AZIMUTH 284
 AA9407'DEGREES TO A 7/8 INCH OUTSIDE DIAMETER IRON PIPE WITH TOP 0.1 FOOT
 AA9407'ABOVE GROUND AND WITNESSED BY 1 INCH DIAMETER WHITE PVC PIPE, (4)14.8
 AA9407'FEET AZIMUTH 345 DEGREES TO A NAIL IN THE SIDE OF AN 18.8 INCH POPLAR
 AA9407'TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE, (5) 33.0
 AA9407'FEET SOUTHEAST FROM A WHITE CARSONITE WITNESS POST, AND (6) AZIMUTH
 AA9407'332 DEGREES TO A POWER POLE WITH NO NUMBER 15 FEET SOUTHWEST FROM
 AA9407'POWER POLE NUMBER 109.  THE STATION IS INTERVISIBLE WITH STATIONS 1230
 AA9407'ANDREW AND 1240 LAUREL TALBOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3337 ***********************************************************************
 FX3337  DESIGNATION -  CAMPOSTELLA
 FX3337  PID         -  FX3337
 FX3337  STATE/COUNTY-  VA/C OF NORFOLK
 FX3337  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3337
 FX3337                         *CURRENT SURVEY CONTROL
 FX3337  ___________________________________________________________________
 FX3337* NAD 83(1993)-  36 50 11.45028(N)    076 15 23.81167(W)     ADJUSTED  
 FX3337* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3337  ___________________________________________________________________
 FX3337  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FX3337  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX3337
 FX3337  HORZ ORDER  -  THIRD
 FX3337
 FX3337.The horizontal coordinates were established by classical geodetic methods
 FX3337.and adjusted by the National Geodetic Survey in September 1995..
 FX3337
 FX3337.The orthometric height was scaled from a topographic map.
 FX3337
 FX3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3337
 FX3337.The geoid height was determined by GEOID03.
 FX3337
 FX3337;                    North         East     Units Scale Factor Converg.
 FX3337;SPC VA S     - 1,058,217.790 3,700,092.991   MT  0.99998806   +1 21 41.6
 FX3337;SPC VA S     - 3,471,836.20 12,139,388.42   sFT  0.99998806   +1 21 41.6
 FX3337;UTM  18      - 4,077,473.325   387,949.926   MT  0.99975467   -0 45 12.5
 FX3337
 FX3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3337!SPC VA S     -   1.00000555  x   0.99998806  =   0.99999361
 FX3337!UTM  18      -   1.00000555  x   0.99975467  =   0.99976022
 FX3337
 FX3337:                Primary Azimuth Mark                     Grid Az
 FX3337:SPC VA S     -  HAYNES                                   012 54 25.2
 FX3337:UTM  18      -  HAYNES                                   015 01 19.3
 FX3337
 FX3337|---------------------------------------------------------------------|
 FX3337| PID    Reference Object                     Distance      Geod. Az  |
 FX3337|                                                           dddmmss.s |
 FX3337| FX3361 HAYNES                              APPROX. 0.5 KM 0141606.8 |
 FX3337| FX3366 HOUSE WEST OF STA ISLE GABLE        APPROX. 0.6 KM 0244751.0 |
 FX3337| FX2986 HOUSE EAST OF STA ISLE GABLE        APPROX. 1.0 KM 0645623.9 |
 FX3337| FX2988 IRON WKS STK SECOND UP RIVER        APPROX. 1.3 KM 0722853.6 |
 FX3337| DC8128 CAMPOSTELLA RM 2                      8.628 METERS 08000     |
 FX3337| FX3004 TIDEWATER BRIDGE CENTER DRAW        APPROX. 1.1 KM 0905534.3 |
 FX3337| DC8129 CAMPOSTELLA RM 3                      3.757 METERS 18351     |
 FX3337| FX3403 OSCAR SMITHS HOUSE SHARP SPIRE      APPROX. 0.6 KM 2714648.9 |
 FX3337| FX3404 OSCAR 2                             APPROX. 0.7 KM 2765647.2 |
 FX3337| FX3352 ELEVATOR SOUTHEAST GABLE            APPROX. 1.9 KM 2851639.1 |
 FX3337| FX3431 POWERHOUSE SOUTH CHIMNEY            APPROX. 1.6 KM 2882711.6 |
 FX3337| FX3481 CATHEDRAL                           APPROX. 2.6 KM 2971154.6 |
 FX3337| FX3333 BELFRY                              APPROX. 1.5 KM 3060048.1 |
 FX3337| FX3412 PAVILION                            APPROX. 0.6 KM 3305603.2 |
 FX3337| DC8127 CAMPOSTELLA RM 1                      1.556 METERS 33622     |
 FX3337|---------------------------------------------------------------------|
 FX3337
 FX3337                          SUPERSEDED SURVEY CONTROL
 FX3337
 FX3337  NAD 83(1986)-  36 50 11.45612(N)    076 15 23.84701(W) AD(       ) 3
 FX3337  NAD 27      -  36 50 10.92400(N)    076 15 25.06500(W) AD(       ) 3
 FX3337
 FX3337.Superseded values are not recommended for survey control.
 FX3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3337.See file dsdata.txt to determine how the superseded data were derived.
 FX3337
 FX3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8795077473(NAD 83)
 FX3337_MARKER: H = DRILL HOLE
 FX3337_SETTING: 0 = UNSPECIFIED SETTING
 FX3337
 FX3337  HISTORY     - Date     Condition        Report By
 FX3337  HISTORY     - 1913     MONUMENTED       USE
 FX3337  HISTORY     - 1932     GOOD             CGS
 FX3337  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX3337  HISTORY     - 1960     GOOD             CGS
 FX3337  HISTORY     - 1963     SEE DESCRIPTION  USGS
 FX3337  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 FX3337
 FX3337                          STATION DESCRIPTION
 FX3337
 FX3337'DESCRIBED BY US ENGINEERS 1913 (OWF)
 FX3337'STATION IS ON THE S SIDE OF THE EASTERN BRANCH OF THE ELIZABETH
 FX3337'RIVER ON FRONT POINT OF HIGH LAND BELOW STEAMBOAT CREEK, AT
 FX3337'THE UPPER END OF BLUFF BANK 7 FEET HIGH IN FRONT OF PINE WOODS
 FX3337'AND ABOUT 3-1/2 FEET BELOW THE LEVEL TABLE-LAND.  IT IS THE
 FX3337'U.S.E. CAMPOSTELLA STATION.
 FX3337'
 FX3337'STATION IS MARKED BY A STONE POST 7 BY 5 INCHES WITH 1/2-INCH
 FX3337'HOLE DRILLED FOR CENTER AND ABOUT 6 INCHES ABOVE SURFACE.
 FX3337'
 FX3337'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON 10-INCH
 FX3337'PINE TREE DIRECTLY IN FRONT OF STATION AT EDGE OF BANK, DISTANT
 FX3337'1.556 METERS ON LINE 59 DEG 24 MIN 59 SEC TO RIGHT OF LINE
 FX3337'TO STATION OSCAR 2.  REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE
 FX3337'CUT ON 9-INCH BLACK OAK, DISTANT 8.628 METERS ON LINE 163 DEG
 FX3337'03 MIN 36 SEC TO RIGHT OF LINE TO TRIANGULATION STATION OSCAR 2.
 FX3337'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE ON 9-INCH PINE, TOP
 FX3337'OF BANK DISTANT 3.757 METERS ON LINE 266 DEG 54 MIN 42 SEC
 FX3337'TO RIGHT OF TRIANGULATION STATION OSCAR 2.
 FX3337
 FX3337                          STATION RECOVERY (1932)
 FX3337
 FX3337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3337'RECOVERED AS DESCRIBED EXCEPT REFERENCE MARKS NOT FOUND.
 FX3337
 FX3337                          STATION RECOVERY (1954)
 FX3337
 FX3337'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3337'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK
 FX3337'IS 33 FEET SE OF GRASS LINE ON SHORE, 240 FEET E-NE OF N POINT
 FX3337'OF SMALL PRIVATE DOCK, 160 FEET SW OF N END OF SMALL PRIVATE
 FX3337'DOCK.
 FX3337
 FX3337                          STATION RECOVERY (1960)
 FX3337
 FX3337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3337'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 FX3337'DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE SOUTH SIDE
 FX3337'OF THE EASTERN BRANCH OF THE ELIZABETH RIVER IN THE CITY OF
 FX3337'NORFOLK, AND AT THE NORTHEAST CORNER OF PROPERTY LOCATED AT 500
 FX3337'SYCAMORE STREET.  IT IS 106 FEET EAST OF A MANEHOLE, AT THE
 FX3337'WATERS EDGE AND IN THE CENTERLINE OF SYCAMORE STREET, 34 FEET
 FX3337'SOUTH OF HIGH WATER, 11.75 FEET NORTH OF A NEW USE STATION
 FX3337'E A L AND 5.5 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK IS
 FX3337'A U.S.E. STATION MARKED BY A STONE POST 7X5 INCHES WITH A
 FX3337'HALF INCH HOLE DRILLED IN THE CENTER AND ABOUT 8 INCHES ABOVE
 FX3337'THE GROUND.
 FX3337
 FX3337                          STATION RECOVERY (1963)
 FX3337
 FX3337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX3337'DESTROYED.  POST FOUND LYING ON THE GROUND.
 FX3337
 FX3337                          STATION RECOVERY (2003)
 FX3337
 FX3337'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1555 ***********************************************************************
 FX1555  DESIGNATION -  CAN
 FX1555  PID         -  FX1555
 FX1555  STATE/COUNTY-  VA/DINWIDDIE
 FX1555  USGS QUAD   -  MC KENNEY (1972)
 FX1555
 FX1555                         *CURRENT SURVEY CONTROL
 FX1555  ___________________________________________________________________
 FX1555* NAD 83(1993)-  36 59 48.73306(N)    077 41 09.46951(W)     ADJUSTED  
 FX1555* NAVD 88     -        92.458  (meters)     303.34   (feet)  ADJUSTED  
 FX1555  ___________________________________________________________________
 FX1555  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 FX1555  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FX1555  DYNAMIC HT  -          92.390 (meters)     303.12  (feet)  COMP
 FX1555  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 FX1555
 FX1555  HORZ ORDER  -  SECOND
 FX1555  VERT ORDER  -  SECOND    CLASS 0
 FX1555
 FX1555.The horizontal coordinates were established by classical geodetic methods
 FX1555.and adjusted by the National Geodetic Survey in September 1995..
 FX1555
 FX1555.The orthometric height was determined by differential leveling
 FX1555.and adjusted by the National Geodetic Survey in June 1991..
 FX1555
 FX1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1555
 FX1555.The geoid height was determined by GEOID03.
 FX1555
 FX1555.The dynamic height is computed by dividing the NAVD 88
 FX1555.geopotential number by the normal gravity value computed on the
 FX1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1555.degrees latitude (g = 980.6199 gals.).
 FX1555
 FX1555.The modeled gravity was interpolated from observed gravity values.
 FX1555
 FX1555;                    North         East     Units Scale Factor Converg.
 FX1555;SPC VA S     - 1,073,947.894 3,572,458.350   MT  0.99996620   +0 29 38.6
 FX1555;SPC VA S     - 3,523,444.05 11,720,640.44   sFT  0.99996620   +0 29 38.6
 FX1555;UTM  18      - 4,097,898.032   260,979.356   MT  1.00030386   -1 37 01.6
 FX1555
 FX1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1555!SPC VA S     -   0.99999068  x   0.99996620  =   0.99995688
 FX1555!UTM  18      -   0.99999068  x   1.00030386  =   1.00029453
 FX1555
 FX1555:                Primary Azimuth Mark                     Grid Az
 FX1555:SPC VA S     -  DEWITT LOOKOUT TOWER                     038 47 51.1
 FX1555:UTM  18      -  DEWITT LOOKOUT TOWER                     040 54 31.3
 FX1555
 FX1555|---------------------------------------------------------------------|
 FX1555| PID    Reference Object                     Distance      Geod. Az  |
 FX1555|                                                           dddmmss.s |
 FX1555| GV5655 DEWITT LOOKOUT TOWER                APPROX. 6.5 KM 0391729.7 |
 FX1555| FX4324 MC KENNEY ATT MICROWAVE             APPROX. 8.3 KM 1344756.7 |
 FX1555| FX1556 CAN RM 1                             24.850 METERS 21531     |
 FX1555| FX4327 MC KENNEY CITY WATER TANK           APPROX. 3.4 KM 2505517.2 |
 FX1555| FX1553 CAN AZ MK                                          2922951.9 |
 FX1555| FX1554 CAN RM 2                             24.499 METERS 31559     |
 FX1555|---------------------------------------------------------------------|
 FX1555
 FX1555                          SUPERSEDED SURVEY CONTROL
 FX1555
 FX1555  NAD 83(1986)-  36 59 48.73967(N)    077 41 09.48617(W) AD(       ) 2
 FX1555  NAD 27      -  36 59 48.20140(N)    077 41 10.51400(W) AD(       ) 2
 FX1555  NGVD 29 (??/??/92)   92.781  (m)          304.40   (f) ADJ UNCH    2 0
 FX1555
 FX1555.Superseded values are not recommended for survey control.
 FX1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1555.See file dsdata.txt to determine how the superseded data were derived.
 FX1555
 FX1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6097997898(NAD 83)
 FX1555_MARKER: DS = TRIANGULATION STATION DISK
 FX1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1555_STAMPING: CAN 1959
 FX1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1555+STABILITY: SURFACE MOTION
 FX1555
 FX1555  HISTORY     - Date     Condition        Report By
 FX1555  HISTORY     - 1959     MONUMENTED       CGS
 FX1555  HISTORY     - 1960     GOOD             NGS
 FX1555  HISTORY     - 19950426 GOOD             USPSQD
 FX1555  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1555  HISTORY     - 20051022 MARK NOT FOUND   USPSQD
 FX1555
 FX1555                          STATION DESCRIPTION
 FX1555
 FX1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1555'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF PETERSBURG,
 FX1555'2 MILES NORTHEAST OF MC KENNEY AND ON THE PROPERTY OF THE
 FX1555'CONTINENTAL CAN COMPANY INC.  IT IS 3 FEET WEST SOUTHWEST
 FX1555'OF A METAL WITNESS POST, 36 FEET NORTH NORTHEAST OF THE CENTER
 FX1555'LINE OF A DIRT ROAD, 23 FEET NORTH NORTHWEST OF A 12 INCH
 FX1555'TRIANGULAR BLAZED PINE TREE AND 72 FEET EAST OF A 12 INCH
 FX1555'TRIANGULAR BLAZED PINE TREE.  THE MARK IS SET FLUSH WITH THE
 FX1555'GROUND AND THE DISK IS STAMPED CAN 1959.
 FX1555'
 FX1555'REFERENCE MARK NO. 1 IS 44 FEET SOUTH SOUTHWEST OF THE CENTER
 FX1555'LINE OF A DIRT ROAD, 64 FEET SOUTHWEST OF A 12 INCH TRIANGULAR
 FX1555'BLAZED PINE TREE, 4 FEET NORTHEAST OF AN 8 INCH TRIANGULAR
 FX1555'BLAZED TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FX1555'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX1555'CAN NO 1 1959.
 FX1555'
 FX1555'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF THE CENTER LINE
 FX1555'OF A DIRT ROAD, 37 FEET NORTH OF A 12 INCH TRIANGULAR BLAZED
 FX1555'PINE TREE, 33 FEET EAST SOUTHEAST OF A 12 INCH TRIANGULAR
 FX1555'BLAZED OAK TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION
 FX1555'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 FX1555'STAMPED CAN NO 2 1959.
 FX1555'
 FX1555'AZIMUTH MARK IS 14 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 FX1555'ROAD, 4 FEET OF A METAL WITNESS POST, 16 FEET EAST OF A 16 INCH
 FX1555'TRIANGULAR BLAZED OAK TREE AND 10 FEET WEST NORTHWEST OF A TWIN
 FX1555'OAK TREE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 FX1555'IS STAMPED CAN 1959.
 FX1555'
 FX1555'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1
 FX1555'AND STATE ROUTE 40 IN MC KENNEY, GO NORTHEASTERLY ON U.S.
 FX1555'HIGHWAY 1 FOR 1.75 MILES TO A SIDE ROAD RIGHT AND SIGN THE
 FX1555'CARTER BATTLEFIELD.  TURN RIGHT ON DIRT ROAD AND GO EASTERLY
 FX1555'FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD
 FX1555'ON DIRT ROAD FOR 0.15 MILE TO STATION ON LEFT OR NORTH SIDE OF
 FX1555'ROAD.
 FX1555'
 FX1555'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX1555
 FX1555                          STATION RECOVERY (1960)
 FX1555
 FX1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1555'2.4 MI NE FROM MC KENNEY.
 FX1555'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 FX1555'OF STATE HIGHWAY 40 AT MC KENNEY, THENCE ABOUT 0.45 MILE SOUTHEAST
 FX1555'ALONG A DIRT FOREST TRAIL ROAD, 36 FEET NORTHEAST OF THE CENTER
 FX1555'LINE OF ROAD AND ON THE OUTSIDE OF A CURVE, 54 FEET NORTHWEST
 FX1555'OF A 16-INCH OAK TREE MARKED WITH BLUE COLORED RINGS, 81.5 FEET
 FX1555'NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM R M 1, 80.4 FEET
 FX1555'SOUTH-SOUTHEAST OF R M 2, 3 FEET WEST OF A STEEL WITNESS POST,
 FX1555'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH
 FX1555'WITH THE GROUND.
 FX1555
 FX1555                          STATION RECOVERY (1995)
 FX1555
 FX1555'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1555'RECOVERED IN GOOD CONDITION.
 FX1555
 FX1555                          STATION RECOVERY (2001)
 FX1555
 FX1555'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1555'MARK NOT FOUND.
 FX1555
 FX1555                          STATION RECOVERY (2005)
 FX1555
 FX1555'RECOVERY NOTE BY US POWER SQUADRON 2005
 FX1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3142 ***********************************************************************
 FX3142  DESIGNATION -  CAN
 FX3142  PID         -  FX3142
 FX3142  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3142  USGS QUAD   -  DEEP CREEK (1986)
 FX3142
 FX3142                         *CURRENT SURVEY CONTROL
 FX3142  ___________________________________________________________________
 FX3142* NAD 83(1993)-  36 43 16.34398(N)    076 15 00.48140(W)     ADJUSTED  
 FX3142* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3142  ___________________________________________________________________
 FX3142  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 FX3142  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 FX3142
 FX3142  HORZ ORDER  -  THIRD
 FX3142
 FX3142.The horizontal coordinates were established by classical geodetic methods
 FX3142.and adjusted by the National Geodetic Survey in September 1995..
 FX3142
 FX3142.The orthometric height was scaled from a topographic map.
 FX3142
 FX3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3142
 FX3142.The geoid height was determined by GEOID03.
 FX3142
 FX3142;                    North         East     Units Scale Factor Converg.
 FX3142;SPC VA S     - 1,045,439.150 3,700,975.837   MT  1.00000856   +1 21 55.8
 FX3142;SPC VA S     - 3,429,911.61 12,142,284.89   sFT  1.00000856   +1 21 55.8
 FX3142;UTM  18      - 4,064,673.938   388,360.684   MT  0.99975355   -0 44 51.2
 FX3142
 FX3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3142!SPC VA S     -   1.00000572  x   1.00000856  =   1.00001428
 FX3142!UTM  18      -   1.00000572  x   0.99975355  =   0.99975927
 FX3142
 FX3142|---------------------------------------------------------------------|
 FX3142| PID    Reference Object                     Distance      Geod. Az  |
 FX3142|                                                           dddmmss.s |
 FX3142| DC8130 CAN RM 1                             43.610 METERS 02442     |
 FX3142| FX3136 LOCK                                445.648 METERS 0255521.5 |
 FX3142| FX3155 RICHMOND 1932                       APPROX. 1.3 KM 2800140.1 |
 FX3142|---------------------------------------------------------------------|
 FX3142
 FX3142                          SUPERSEDED SURVEY CONTROL
 FX3142
 FX3142  NAD 83(1986)-  36 43 16.34998(N)    076 15 00.51582(W) AD(       ) 3
 FX3142  NAD 27      -  36 43 15.81500(N)    076 15 01.73200(W) AD(       ) 3
 FX3142
 FX3142.Superseded values are not recommended for survey control.
 FX3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3142.See file dsdata.txt to determine how the superseded data were derived.
 FX3142
 FX3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8836164674(NAD 83)
 FX3142_MARKER: N = NAIL
 FX3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3142
 FX3142  HISTORY     - Date     Condition        Report By
 FX3142  HISTORY     - 1912     MONUMENTED       CGS
 FX3142  HISTORY     - 1932     GOOD             CGS
 FX3142  HISTORY     - 1973     MARK NOT FOUND   NGS
 FX3142  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3142
 FX3142                          STATION DESCRIPTION
 FX3142
 FX3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3142'STATION IS LOCATED ON THE S SIDE OF THE SOUTHERN BRANCH OF
 FX3142'ELIZABETH RIVER.  IT IS ON SWAMPY LAND AND IS ABOUT 70 FEET N OF
 FX3142'THICK SHRUBBERY AND WOODS.  THE ENTRANCE TO THE LOCK OF THE C. AND
 FX3142'A. CANAL BEARS ABOUT NNE AND IS DISTANT ABOUT 1,200 FEET.
 FX3142'
 FX3142'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3142'2 FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3142'PROJECTING ABOUT 2 INCHES.  TOP MARKED 1912 C.G.S.  NAIL IN
 FX3142'CENTER MARKS THE POINT.
 FX3142
 FX3142                          STATION RECOVERY (1932)
 FX3142
 FX3142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3142'FOUND AS DESCRIBED.  THE MARK IS ABOUT 1/2 FOOT BELOW AVERAGE
 FX3142'WATER LEVEL.  OLD STAKE REFENCE MARKS DESTROYED.  A STANDARD
 FX3142'REFERENCE MARK, A STANDARD BRONZE DISK SET IN CONCRETE AS
 FX3142'DESCRIBED IN NOTE 11A, WAS ESTABLISHED ON HIGHER GROUND ON THE
 FX3142'EDGE OF A THICKET.
 FX3142
 FX3142                          STATION RECOVERY (1973)
 FX3142
 FX3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 FX3142'IT WAS REPORTED TO THIS OFFICE THAT REFERENCE MARK NO. 1 WAS IN
 FX3142'DANGER OF BEING DESTROYED OR COVERED BY A LANDFILL IN THE AREA.
 FX3142'UPON VISITING THE SITE IT WAS FOUND THAT THE STATION MARK HAD BEEN
 FX3142'DESTROYED OR COVERED BY ABOUT A TEN FOOT FILL ALREADY SO REFERENCE
 FX3142'MARK NO. 1 WAS DESTROYED AT THIS TIME.
 FX3142'
 FX3142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREAT BRIDGE.
 FX3142
 FX3142                          STATION RECOVERY (2004)
 FX3142
 FX3142'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1553 ***********************************************************************
 FX1553  DESIGNATION -  CAN AZ MK
 FX1553  PID         -  FX1553
 FX1553  STATE/COUNTY-  VA/DINWIDDIE
 FX1553  USGS QUAD   -  MC KENNEY (1972)
 FX1553
 FX1553                         *CURRENT SURVEY CONTROL
 FX1553  ___________________________________________________________________
 FX1553* NAD 83(1986)-  36 59 51.     (N)    077 41 17.     (W)     SCALED    
 FX1553* NAVD 88     -        89.388  (meters)     293.27   (feet)  ADJUSTED  
 FX1553  ___________________________________________________________________
 FX1553  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FX1553  DYNAMIC HT  -          89.323 (meters)     293.05  (feet)  COMP
 FX1553  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 FX1553
 FX1553  VERT ORDER  -  SECOND    CLASS 0
 FX1553
 FX1553.The horizontal coordinates were scaled from a topographic map and have
 FX1553.an estimated accuracy of +/- 6 seconds.
 FX1553
 FX1553.The orthometric height was determined by differential leveling
 FX1553.and adjusted by the National Geodetic Survey in June 1991..
 FX1553
 FX1553.The geoid height was determined by GEOID03.
 FX1553
 FX1553.The dynamic height is computed by dividing the NAVD 88
 FX1553.geopotential number by the normal gravity value computed on the
 FX1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1553.degrees latitude (g = 980.6199 gals.).
 FX1553
 FX1553.The modeled gravity was interpolated from observed gravity values.
 FX1553
 FX1553;                    North         East    Units  Estimated Accuracy
 FX1553;SPC VA S     - 1,074,020.    3,572,270.      MT  (+/- 180 meters Scaled)
 FX1553
 FX1553                          SUPERSEDED SURVEY CONTROL
 FX1553
 FX1553  NGVD 29 (??/??/92)   89.712  (m)          294.33   (f) ADJ UNCH    2 0
 FX1553
 FX1553.Superseded values are not recommended for survey control.
 FX1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1553.See file dsdata.txt to determine how the superseded data were derived.
 FX1553
 FX1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF607979(NAD 83)
 FX1553_MARKER: DZ = AZIMUTH MARK DISK
 FX1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1553_STAMPING: CAN 1959
 FX1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1553+STABILITY: SURFACE MOTION
 FX1553
 FX1553  HISTORY     - Date     Condition        Report By
 FX1553  HISTORY     - 1959     MONUMENTED       CGS
 FX1553  HISTORY     - 1960     GOOD             NGS
 FX1553  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1553  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1553
 FX1553                          STATION DESCRIPTION
 FX1553
 FX1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1553'2.2 MI NE FROM MC KENNEY.
 FX1553'ABOUT 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 FX1553'OF STATE HIGHWAY 40 AT MC KENNEY, THENCE ABOUT 0.3 MILE SOUTHEAST
 FX1553'ALONG A DIRT FOREST TRAIL ROAD, 140 FEET WEST-NORTHWEST OF THE TOP
 FX1553'OF GRADE, 14 1/2 FEET SOUTHWEST OF CENTER LINE OF DIRT ROAD, 6
 FX1553'FEET EAST OF A TRIANGULATION BLAZED 18-INCH OAK TREE, 9 1/2 FEET
 FX1553'NORTHWEST OF A LOW FORKED OAK TREE, 3 1/2 FEET NORTHWEST OF A
 FX1553'STEEL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF ROAD, AND SET
 FX1553'IN TOP OF A CONCRETE POST.
 FX1553
 FX1553                          STATION RECOVERY (1995)
 FX1553
 FX1553'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1553'MARK NOT FOUND.
 FX1553
 FX1553                          STATION RECOVERY (2001)
 FX1553
 FX1553'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1220 ***********************************************************************
 FX1220  DESIGNATION -  CAN ECC
 FX1220  PID         -  FX1220
 FX1220  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1220  USGS QUAD   -  BOYKINS (1979)
 FX1220
 FX1220                         *CURRENT SURVEY CONTROL
 FX1220  ___________________________________________________________________
 FX1220* NAD 83(1993)-  36 36 30.16445(N)    077 09 18.13314(W)     ADJUSTED  
 FX1220* NAVD 88     -        29.867  (meters)      97.99   (feet)  POSTED    
 FX1220  ___________________________________________________________________
 FX1220  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 FX1220  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 FX1220  DYNAMIC HT  -          29.840 (meters)      97.90  (feet)  COMP
 FX1220  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 FX1220
 FX1220  HORZ ORDER  -  SECOND
 FX1220  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX1220
 FX1220.The horizontal coordinates were established by classical geodetic methods
 FX1220.and adjusted by the National Geodetic Survey in September 1995..
 FX1220
 FX1220.The orthometric height was determined by differential leveling
 FX1220.and adjusted by the National Geodetic Survey in 1992..
 FX1220.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX1220.rate of 2.1 thru 3.0 mm/km.
 FX1220
 FX1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1220
 FX1220.The geoid height was determined by GEOID03.
 FX1220
 FX1220.The dynamic height is computed by dividing the NAVD 88
 FX1220.geopotential number by the normal gravity value computed on the
 FX1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1220.degrees latitude (g = 980.6199 gals.).
 FX1220
 FX1220.The modeled gravity was interpolated from observed gravity values.
 FX1220
 FX1220;                    North         East     Units Scale Factor Converg.
 FX1220;SPC VA S     - 1,031,380.443 3,620,328.414   MT  1.00003250   +0 48 58.6
 FX1220;SPC VA S     - 3,383,787.34 11,877,694.14   sFT  1.00003250   +0 48 58.6
 FX1220;SPC NC       -   318,646.436   774,678.634   MT  1.00015328   +1 03 53.5
 FX1220;SPC NC       - 1,045,425.85  2,541,591.49   sFT  1.00015328   +1 03 53.5
 FX1220;UTM  18      - 4,053,592.162   307,261.159   MT  1.00005769   -1 17 07.9
 FX1220
 FX1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1220!SPC VA S     -   1.00000077  x   1.00003250  =   1.00003327
 FX1220!SPC NC       -   1.00000077  x   1.00015328  =   1.00015405
 FX1220!UTM  18      -   1.00000077  x   1.00005769  =   1.00005846
 FX1220
 FX1220|---------------------------------------------------------------------|
 FX1220| PID    Reference Object                     Distance      Geod. Az  |
 FX1220|                                                           dddmmss.s |
 FX1220| FX1221 CAN=I 11                             23.610 METERS 03757     |
 FX1220| FX1223 CAN ECC RM 1                                       0493430.6 |
 FX1220| DC8131 CAN RM=H 11                          23.260 METERS 05801     |
 FX1220| FX4106 BOYKINS BLACK WATER TANK            APPROX. 4.6 KM 2354335.5 |
 FX1220|---------------------------------------------------------------------|
 FX1220
 FX1220                          SUPERSEDED SURVEY CONTROL
 FX1220
 FX1220  NAD 83(1986)-  36 36 30.17104(N)    077 09 18.14912(W) AD(       ) 2
 FX1220  NAD 27      -  36 36 29.63300(N)    077 09 19.27400(W) AD(       ) 2
 FX1220  NGVD 29 (??/??/92)   30.213  (m)           99.12   (f) ADJ UNCH    1 2
 FX1220
 FX1220.Superseded values are not recommended for survey control.
 FX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1220.See file dsdata.txt to determine how the superseded data were derived.
 FX1220
 FX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0726153592(NAD 83)
 FX1220_MARKER: DS = TRIANGULATION STATION DISK
 FX1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1220_STAMPING: CAN ECC 1933
 FX1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1220+STABILITY: SURFACE MOTION
 FX1220
 FX1220  HISTORY     - Date     Condition        Report By
 FX1220  HISTORY     - 1933     MONUMENTED       CGS
 FX1220  HISTORY     - 1953     GOOD             NGS
 FX1220  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1220
 FX1220                          STATION DESCRIPTION
 FX1220
 FX1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX1220'ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, ABOUT 2 MILES
 FX1220'WEST OF NEWSOMS, AND 3.1 MILES NORTHEAST OF BOYKINS.  TO REACH
 FX1220'FROM NORTH OF RAILWAY CROSSING AT BOYKINS, GO NORTH 3.1 MILES ON
 FX1220'VIRGINIA ROUTE 35 TO POINT WHERE PAVED ROAD CURVES TO LEFT
 FX1220'AND DIRT ROAD CONTINUES STRAIGHT AHEAD TOWARD OLD RED BRICK
 FX1220'HOUSE.  FOLLOW DIRT ROAD 100 FEET, TURN RIGHT, FOLLOW
 FX1220'MAIN-TRAVELED WINDING ROAD 2.15 MILES OR 0.2 MILE BEYOND T-ROAD ON
 FX1220'LEFT, TURN LEFT ABOUT 75 FEET BEFORE REACHING RAILWAY
 FX1220'TRACKS, AND FOLLOW ROAD ALONG NORTHWEST SIDE OF TRACKS
 FX1220'0.35 MILE.  STATION IS ACROSS TRACKS FROM THIS POINT, 2
 FX1220'METERS (7 FEET) NORTHWEST OF NORTHWEST EDGE OF WOODS,
 FX1220'ABOUT 200 YARDS WEST OF MILEPOST 51, 11 PACES EAST OF
 FX1220'TELEPHONE POLE, AND 12.40 METERS (40.7 FEET) SOUTHEAST OF
 FX1220'SOUTHEAST RAIL.  THE FOLLOWING OBJECTS ARE APPROXIMATE
 FX1220'DISTANCE AND BEARING FROM STATION--R.R. WARNING SIGN AT
 FX1220'CROSSING, 0.35 MILE, S 62 DEG W.  W SIGNAL, 19.20 METERS (63.0
 FX1220'FEET), N 79 DEG W.  AND TRIANGLE-BLAZED OAK TREE, 20.6
 FX1220'METERS (68 FEET), N 68 DEG E.  SURFACE AND UNDERGROUND MARKS ARE
 FX1220'STANDARD DISK STATION MARKS IN CONCRETE.
 FX1220'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.
 FX1220'20 PACES NORTHWEST OF NORTHWEST RAIL, 8 PACES NORTHWEST OF
 FX1220'CENTER LINE OF ROAD PARALLELING TRACK, ABOUT 3 FEET SOUTHWEST
 FX1220'OF TENTH TELEPHONE POLE FROM STATION, AND APPROXIMATELY 0.3 MILE
 FX1220'FROM STATION 49 DEG 34 MIN E.  STATION
 FX1220'CAN IS 23.61 METERS (77.5 FEET)
 FX1220'FROM STATION N 37 DEG 57 MIN E.  REFERENCE MARK OF
 FX1220'STATION CAN IS STANDARD REFERENCE DISK IN CONCRETE.
 FX1220'ABOUT 7 FEET NORTH OF BLAZED OAK TREE, AND 23.26 METERS
 FX1220'(76.3 FEET) FROM STATION N 58 DEG 01 MIN E.
 FX1220
 FX1220                          STATION RECOVERY (1953)
 FX1220
 FX1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1220'3.1 MI NE FROM BOYKINS.
 FX1220'3.1 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1220'THE STATION AT BOYKINS, ABOUT 207 YARDS SOUTHWEST OF MILE POST
 FX1220'51, 41 FEET SOUTHEAST OF SOUTHEAST RAIL, ABOUT 0.4 MILE NORTHEAST
 FX1220'OF CROSSING OF COUNTY ROAD 665, 64 FEET SOUTHEAST AND ACROSS
 FX1220'TRACK FROM A WHISTLE POST, 38 FEET EAST-NORTHEAST OF TELEPHONE
 FX1220'POLE NO. 11F, 77 1/2 FEET SOUTH-SOUTHWEST OF BM I 11= CAN,
 FX1220'76 FEET SOUTHWEST OF BM H 11= R.M. CAN, ABOUT 1 FOOT ABOVE TOP
 FX1220'OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FX1220
 FX1220                          STATION RECOVERY (1978)
 FX1220
 FX1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1220'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1223 ***********************************************************************
 FX1223  DESIGNATION -  CAN ECC RM 1
 FX1223  PID         -  FX1223
 FX1223  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1223  USGS QUAD   -  BOYKINS (1979)
 FX1223
 FX1223                         *CURRENT SURVEY CONTROL
 FX1223  ___________________________________________________________________
 FX1223* NAD 83(1986)-  36 36 37.     (N)    077 09 08.     (W)     SCALED    
 FX1223* NAVD 88     -        29.292  (meters)      96.10   (feet)  POSTED    
 FX1223  ___________________________________________________________________
 FX1223  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 FX1223  DYNAMIC HT  -          29.270 (meters)      96.03  (feet)  COMP
 FX1223  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 FX1223
 FX1223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1223
 FX1223.The horizontal coordinates were scaled from a topographic map and have
 FX1223.an estimated accuracy of +/- 6 seconds.
 FX1223
 FX1223.The orthometric height was determined by differential leveling
 FX1223.and adjusted by the National Geodetic Survey in 1992..
 FX1223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1223.rate of 0.0 thru 1.0 mm/km.
 FX1223
 FX1223.The geoid height was determined by GEOID03.
 FX1223
 FX1223.The dynamic height is computed by dividing the NAVD 88
 FX1223.geopotential number by the normal gravity value computed on the
 FX1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1223.degrees latitude (g = 980.6199 gals.).
 FX1223
 FX1223.The modeled gravity was interpolated from observed gravity values.
 FX1223
 FX1223;                    North         East    Units  Estimated Accuracy
 FX1223;SPC VA S     - 1,031,600.    3,620,580.      MT  (+/- 180 meters Scaled)
 FX1223
 FX1223                          SUPERSEDED SURVEY CONTROL
 FX1223
 FX1223  NGVD 29 (??/??/92)   29.638  (m)           97.24   (f) ADJ UNCH    1 2
 FX1223
 FX1223.Superseded values are not recommended for survey control.
 FX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1223.See file dsdata.txt to determine how the superseded data were derived.
 FX1223
 FX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF075537(NAD 83)
 FX1223_MARKER: DR = REFERENCE MARK DISK
 FX1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1223_STAMPING: CAN ECC NO 1 1933
 FX1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1223+STABILITY: SURFACE MOTION
 FX1223
 FX1223  HISTORY     - Date     Condition        Report By
 FX1223  HISTORY     - 1933     MONUMENTED       CGS
 FX1223  HISTORY     - 1953     GOOD             NGS
 FX1223  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1223
 FX1223                          STATION DESCRIPTION
 FX1223
 FX1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1223'3.3 MI NE FROM BOYKINS.
 FX1223'3.3 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1223'THE STATION AT BOYKINS, ABOUT 1.9 MILES SOUTHWEST OF STATION
 FX1223'AT NEWSOMS, 174 YARDS NORTHEAST OF MILE POST 51, 53 1/2 FEET
 FX1223'NORTHWEST OF NORTHWEST RAIL, 5 1/2 FEET SOUTHWEST OF TELEPHONE
 FX1223'POLE NO. 1491, 86 1/2 FEET NORTHWEST AND ACROSS TRACK FROM
 FX1223'TELEPHONE POLE NO. 9F, IN LINE WITH ROW OF POLES ALONG NORTHWEST
 FX1223'SIDE OF TRACK, ABOUT 1 FOOT BELOW TOP OF RAIL AND SET IN THE
 FX1223'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FX1223
 FX1223                          STATION RECOVERY (1978)
 FX1223
 FX1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1223'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1556 ***********************************************************************
 FX1556  DESIGNATION -  CAN RM 1
 FX1556  PID         -  FX1556
 FX1556  STATE/COUNTY-  VA/DINWIDDIE
 FX1556  USGS QUAD   -  MC KENNEY (1972)
 FX1556
 FX1556                         *CURRENT SURVEY CONTROL
 FX1556  ___________________________________________________________________
 FX1556* NAD 83(1986)-  36 59 49.     (N)    077 41 09.     (W)     SCALED    
 FX1556* NAVD 88     -        91.814  (meters)     301.23   (feet)  ADJUSTED  
 FX1556  ___________________________________________________________________
 FX1556  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FX1556  DYNAMIC HT  -          91.747 (meters)     301.01  (feet)  COMP
 FX1556  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 FX1556
 FX1556  VERT ORDER  -  SECOND    CLASS 0
 FX1556
 FX1556.The horizontal coordinates were scaled from a topographic map and have
 FX1556.an estimated accuracy of +/- 6 seconds.
 FX1556
 FX1556.The orthometric height was determined by differential leveling
 FX1556.and adjusted by the National Geodetic Survey in June 1991..
 FX1556
 FX1556.The geoid height was determined by GEOID03.
 FX1556
 FX1556.The dynamic height is computed by dividing the NAVD 88
 FX1556.geopotential number by the normal gravity value computed on the
 FX1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1556.degrees latitude (g = 980.6199 gals.).
 FX1556
 FX1556.The modeled gravity was interpolated from observed gravity values.
 FX1556
 FX1556;                    North         East    Units  Estimated Accuracy
 FX1556;SPC VA S     - 1,073,960.    3,572,470.      MT  (+/- 180 meters Scaled)
 FX1556
 FX1556                          SUPERSEDED SURVEY CONTROL
 FX1556
 FX1556  NGVD 29 (??/??/92)   92.138  (m)          302.29   (f) ADJ UNCH    2 0
 FX1556
 FX1556.Superseded values are not recommended for survey control.
 FX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1556.See file dsdata.txt to determine how the superseded data were derived.
 FX1556
 FX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF609979(NAD 83)
 FX1556_MARKER: DR = REFERENCE MARK DISK
 FX1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1556_STAMPING: CAN NO 1 1959
 FX1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1556+STABILITY: SURFACE MOTION
 FX1556
 FX1556  HISTORY     - Date     Condition        Report By
 FX1556  HISTORY     - 1959     MONUMENTED       CGS
 FX1556  HISTORY     - 1960     GOOD             NGS
 FX1556  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1556  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1556
 FX1556                          STATION DESCRIPTION
 FX1556
 FX1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1556'2.4 MI NE FROM MC KENNEY.
 FX1556'81.5 FEET SOUTH-SOUTHWEST OF AND ACROSS A DIRT FOREST TRAIL ROAD
 FX1556'FROM TRIANGULATION STATION CAN, DESCRIBED, 124 FEET SOUTH OF
 FX1556'AND ACROSS THE ROAD FROM R M 2, 45 FEET SOUTHWEST OF THE CENTER
 FX1556'LINE OF ROAD, 4 FEET EAST OF A TRIANGULATION BLAZED 14-INCH PINE
 FX1556'TREE, 84 FEET WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM A 16-INCH
 FX1556'OAK TREE MARKED WITH BLUE COLORED RINGS, ABOUT 1/2 FOOT BELOW
 FX1556'THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FX1556'2 INCHES.
 FX1556
 FX1556                          STATION RECOVERY (1995)
 FX1556
 FX1556'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1556'MARK NOT FOUND.
 FX1556
 FX1556                          STATION RECOVERY (2001)
 FX1556
 FX1556'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1554 ***********************************************************************
 FX1554  DESIGNATION -  CAN RM 2
 FX1554  PID         -  FX1554
 FX1554  STATE/COUNTY-  VA/DINWIDDIE
 FX1554  USGS QUAD   -  MC KENNEY (1972)
 FX1554
 FX1554                         *CURRENT SURVEY CONTROL
 FX1554  ___________________________________________________________________
 FX1554* NAD 83(1986)-  36 59 49.     (N)    077 41 09.     (W)     SCALED    
 FX1554* NAVD 88     -        92.323  (meters)     302.90   (feet)  ADJUSTED  
 FX1554  ___________________________________________________________________
 FX1554  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FX1554  DYNAMIC HT  -          92.255 (meters)     302.67  (feet)  COMP
 FX1554  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 FX1554
 FX1554  VERT ORDER  -  SECOND    CLASS 0
 FX1554
 FX1554.The horizontal coordinates were scaled from a topographic map and have
 FX1554.an estimated accuracy of +/- 6 seconds.
 FX1554
 FX1554.The orthometric height was determined by differential leveling
 FX1554.and adjusted by the National Geodetic Survey in June 1991..
 FX1554
 FX1554.The geoid height was determined by GEOID03.
 FX1554
 FX1554.The dynamic height is computed by dividing the NAVD 88
 FX1554.geopotential number by the normal gravity value computed on the
 FX1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1554.degrees latitude (g = 980.6199 gals.).
 FX1554
 FX1554.The modeled gravity was interpolated from observed gravity values.
 FX1554
 FX1554;                    North         East    Units  Estimated Accuracy
 FX1554;SPC VA S     - 1,073,960.    3,572,470.      MT  (+/- 180 meters Scaled)
 FX1554
 FX1554                          SUPERSEDED SURVEY CONTROL
 FX1554
 FX1554  NGVD 29 (??/??/92)   92.646  (m)          303.96   (f) ADJ UNCH    2 0
 FX1554
 FX1554.Superseded values are not recommended for survey control.
 FX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1554.See file dsdata.txt to determine how the superseded data were derived.
 FX1554
 FX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF609979(NAD 83)
 FX1554_MARKER: DR = REFERENCE MARK DISK
 FX1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1554_STAMPING: CAN NO 2 1959
 FX1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1554+STABILITY: SURFACE MOTION
 FX1554
 FX1554  HISTORY     - Date     Condition        Report By
 FX1554  HISTORY     - 1959     MONUMENTED       CGS
 FX1554  HISTORY     - 1960     GOOD             NGS
 FX1554  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 FX1554  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1554
 FX1554                          STATION DESCRIPTION
 FX1554
 FX1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1554'2.4 MI NE FROM MC KENNEY.
 FX1554'80.4 FEET NORTH-NORTHWEST OF TRIANGULATION STATION CAN, DESCRIBED,
 FX1554'124 FEET NORTH OF AND ACROSS A DIRT FOREST TRAIL ROAD FROM R M 1,
 FX1554'51 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 33 1/2 FEET SOUTHEAST
 FX1554'OF A 14-INCH OAK TREE AND A MOUND OF DIRT, 134 FEET NORTHWEST
 FX1554'OF A 16-INCH OAK TREE MARKED WITH BLUE COLORED RINGS, ABOUT
 FX1554'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH
 FX1554'WITH THE GROUND.
 FX1554
 FX1554                          STATION RECOVERY (1995)
 FX1554
 FX1554'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX1554'MARK NOT FOUND.
 FX1554
 FX1554                          STATION RECOVERY (2001)
 FX1554
 FX1554'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3558 ***********************************************************************
 FX3558  DESIGNATION -  CANDY ISLAND
 FX3558  PID         -  FX3558
 FX3558  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3558  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3558
 FX3558                         *CURRENT SURVEY CONTROL
 FX3558  ___________________________________________________________________
 FX3558* NAD 83(1993)-  36 56 19.21095(N)    076 29 05.08543(W)     ADJUSTED  
 FX3558* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3558  ___________________________________________________________________
 FX3558  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FX3558  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FX3558
 FX3558  HORZ ORDER  -  THIRD
 FX3558
 FX3558.The horizontal coordinates were established by classical geodetic methods
 FX3558.and adjusted by the National Geodetic Survey in September 1995..
 FX3558
 FX3558.The orthometric height was scaled from a topographic map.
 FX3558
 FX3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3558
 FX3558.The geoid height was determined by GEOID03.
 FX3558
 FX3558;                    North         East     Units Scale Factor Converg.
 FX3558;SPC VA S     - 1,069,092.818 3,679,506.661   MT  0.99997323   +1 13 23.2
 FX3558;SPC VA S     - 3,507,515.35 12,071,848.10   sFT  0.99997323   +1 13 23.2
 FX3558;UTM  18      - 4,089,098.484   367,782.968   MT  0.99981536   -0 53 32.6
 FX3558
 FX3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3558!SPC VA S     -   1.00000562  x   0.99997323  =   0.99997885
 FX3558!UTM  18      -   1.00000562  x   0.99981536  =   0.99982098
 FX3558
 FX3558:                Primary Azimuth Mark                     Grid Az
 FX3558:SPC VA S     -  COE                                      054 17 32.7
 FX3558:UTM  18      -  COE                                      056 24 28.5
 FX3558
 FX3558|---------------------------------------------------------------------|
 FX3558| PID    Reference Object                     Distance      Geod. Az  |
 FX3558|                                                           dddmmss.s |
 FX3558| FX3507 COE                                 APPROX. 6.2 KM 0553055.9 |
 FX3558| DC8132 CANDY ISLAND RM 1                     9.600 METERS 21227     |
 FX3558| DC8133 CANDY ISLAND RM 2                    14.530 METERS 30400     |
 FX3558|---------------------------------------------------------------------|
 FX3558
 FX3558                          SUPERSEDED SURVEY CONTROL
 FX3558
 FX3558  NAD 83(1986)-  36 56 19.21590(N)    076 29 05.11974(W) AD(       ) 3
 FX3558  NAD 27      -  36 56 18.67700(N)    076 29 06.29700(W) AD(       ) 3
 FX3558
 FX3558.Superseded values are not recommended for survey control.
 FX3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3558.See file dsdata.txt to determine how the superseded data were derived.
 FX3558
 FX3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6778389098(NAD 83)
 FX3558_MARKER: N = NAIL
 FX3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3558
 FX3558  HISTORY     - Date     Condition        Report By
 FX3558  HISTORY     - 1932     MONUMENTED       CGS
 FX3558  HISTORY     - 1942     MARK NOT FOUND   CGS
 FX3558
 FX3558                          STATION DESCRIPTION
 FX3558
 FX3558'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (VFC)
 FX3558'ON WEST SIDE OF JAMES RIVER AT EXTREME SOUTHWEST END OF
 FX3558'CANDY ISLAND.  THE ISLAND FORMS A PART OF A PENINSULA BETWEEN
 FX3558'RAGGED ISLAND CREEK AND JAMES RIVER.  FROM STATION, NANSEMOND
 FX3558'RIVER LIGHTHOUSE IS IN LINE WITH REFERENCE POINT NO. 5, AND
 FX3558'ABOUT 50 FEET INSHORE FROM THE LATTER.  REFERENCE NO. 5,
 FX3558'SO CALLED IS A GALVANIZED IRON PIPE PROJECTING ABOVE THE
 FX3558'SURFACE OF THE GROUND ABOUT 1 FOOT, AND ESTABLISHED BY THE
 FX3558'VIRGINIA FISHERIES COMMISSION.  THE STATION IS MARKED BY A
 FX3558'7-INCH SQUARE CEDAR POST WHICH IS 4 FEET LONG AND IMBEDDED
 FX3558'IN GROUND SO THAT TOP OF THE POST IS ABOUT 1 FOOT BELOW
 FX3558'THE SURFACE OF THE GROUND.  THE EXACT POINT IS A 20-PENNY
 FX3558'NAIL DRIVEN INTO CENTER OF THE TOP OF THE POST.  THE STATION
 FX3558'IS IN THE LOCALITY OF HAMPTON ROADS.
 FX3558'
 FX3558'TWO REFERENCE MARKS WERE ESTABLISHED IN ACCORDANCE WITH
 FX3558'NOTE 11A.
 FX3558
 FX3558                          STATION RECOVERY (1942)
 FX3558
 FX3558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3558'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4260 ***********************************************************************
 FY4260  DESIGNATION -  CANE 2
 FY4260  PID         -  FY4260
 FY4260  STATE/COUNTY-  VA/C OF DANVILLE
 FY4260  USGS QUAD   -  RINGGOLD (1985)
 FY4260
 FY4260                         *CURRENT SURVEY CONTROL
 FY4260  ___________________________________________________________________
 FY4260* NAD 83(1993)-  36 34 51.20601(N)    079 18 38.71780(W)     ADJUSTED  
 FY4260* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 FY4260  ___________________________________________________________________
 FY4260  X           -     951,144.139 (meters)                     COMP
 FY4260  Y           -  -5,038,972.489 (meters)                     COMP
 FY4260  Z           -   3,780,225.988 (meters)                     COMP
 FY4260  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FY4260  ELLIP HEIGHT-         133.42  (meters)          (09/08/95) GPS OBS
 FY4260  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FY4260
 FY4260  HORZ ORDER  -  SECOND
 FY4260  ELLP ORDER  -  FOURTH    CLASS II
 FY4260
 FY4260.The horizontal coordinates were established by GPS observations
 FY4260.and adjusted by the National Geodetic Survey in September 1995..
 FY4260
 FY4260.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4260
 FY4260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4260
 FY4260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4260
 FY4260.The ellipsoidal height was determined by GPS observations
 FY4260.and is referenced to NAD 83.
 FY4260
 FY4260.The geoid height was determined by GEOID03.
 FY4260
 FY4260;                    North         East     Units Scale Factor Converg.
 FY4260;SPC VA S     - 1,027,784.359 3,427,437.266   MT  1.00003891   -0 29 31.4
 FY4260;SPC VA S     - 3,371,989.18 11,244,850.43   sFT  1.00003891   -0 29 31.4
 FY4260;SPC NC       -   314,105.078   581,785.425   MT  1.00014199   -0 10 45.7
 FY4260;SPC NC       - 1,030,526.41  1,908,741.02   sFT  1.00014199   -0 10 45.7
 FY4260;UTM  17      - 4,049,708.777   651,129.682   MT  0.99988140   +1 00 24.9
 FY4260
 FY4260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4260!SPC VA S     -   0.99997906  x   1.00003891  =   1.00001797
 FY4260!SPC NC       -   0.99997906  x   1.00014199  =   1.00012105
 FY4260!UTM  17      -   0.99997906  x   0.99988140  =   0.99986046
 FY4260
 FY4260:                Primary Azimuth Mark                     Grid Az
 FY4260:SPC VA S     -  58 EAST AZIMUTH                          090 35 30.9
 FY4260:SPC NC       -  58 EAST AZIMUTH                          090 16 45.2
 FY4260:UTM  17      -  58 EAST AZIMUTH                          089 05 34.6
 FY4260
 FY4260|---------------------------------------------------------------------|
 FY4260| PID    Reference Object                     Distance      Geod. Az  |
 FY4260|                                                           dddmmss.s |
 FY4260| FY4255 58 EAST AZIMUTH                     449.427 METERS 0900559.5 |
 FY4260| AJ3362 CANE RM 1                            29.745 METERS 12625     |
 FY4260| FY3070 CANE                                 55.519 METERS 19336     |
 FY4260| AJ3352 CANE RM 2                            23.283 METERS 22223     |
 FY4260| FY4254 58 EAST                              33.349 METERS 26023     |
 FY4260| FY4261 CANE 2 AZ MK                        APPROX. 0.8 KM 2702045.9 |
 FY4260| AJ3361 CANE 2 RM 3                          17.210 METERS 27317     |
 FY4260|---------------------------------------------------------------------|
 FY4260
 FY4260                          SUPERSEDED SURVEY CONTROL
 FY4260
 FY4260  NAD 83(1986)-  36 34 51.21038(N)    079 18 38.71939(W) AD(       ) 2
 FY4260  NGVD 29 (03/09/92)  165.2    (m)          542.     (f) GPS OBS        
 FY4260
 FY4260.Superseded values are not recommended for survey control.
 FY4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4260.See file dsdata.txt to determine how the superseded data were derived.
 FY4260
 FY4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5113049709(NAD 83)
 FY4260_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4260_STAMPING: CANE 2 1985
 FY4260_MARK LOGO: NGS   
 FY4260_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4260+STABILITY: SURFACE MOTION
 FY4260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4260+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1990
 FY4260
 FY4260  HISTORY     - Date     Condition        Report By
 FY4260  HISTORY     - 1985     MONUMENTED       NGS
 FY4260  HISTORY     - 19850321 GOOD             NGS
 FY4260  HISTORY     - 19901222 GOOD
 FY4260
 FY4260                          STATION DESCRIPTION
 FY4260
 FY4260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FY4260'THIS STATION REPLACES STATION CANE 1964.  THE STATION IS LOCATED ABOUT
 FY4260'7.2 KILOMETERS (4.5 MI) EAST OF THE BUSINESS DISTRICT OF DANVILE IN
 FY4260'THE MEDIAN OF U.S. HIGHWAY 58 AND ABOUT 150 YARDS WEST OF THE U.S.
 FY4260'TRUCK STOP AND RESTAURANT.  OWNERSHIP, HIGHWAY RIGHT-OF-WAY.  TO REACH
 FY4260'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 58 AND U.S. HIGHWAY
 FY4260'29 BUSINESS ROUTE, RIVERSIDE DRIVE AND NORTH MAIN STREET, IN DANVILLE,
 FY4260'GO EAST ON U.S. HIGHWAY 58 FOR 5.76 KILOMETERS (3.6 MI) TO THE
 FY4260'INTERSECTION WITH A MEDIAN CROSSING AT COUNTY ROAD 1236 AND THE
 FY4260'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON U.S. 58 FOR 0.88 KILOMETER
 FY4260'(0.55 MI) TO THE STATION ON THE LEFT.
 FY4260' 
 FY4260'THE STATION IS A STANDARD NGS DISK STAMPED--CANE 2 1985--, SET INTO
 FY4260'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, RECESSED 10 CM BELOW THE
 FY4260'GROUND.  LOCATED SOUTH ACROSS ROAD FROM ELSIE AND JIM SELLERS WOOD
 FY4260'FRAME HOUSE, 9.30 METERS (30.5 FEET) SOUTH FROM THE WEST BOUND LANE OF
 FY4260'U.S. 58, 10.55 METERS (34.6 FEET) NORTH FROM THE EAST BOUND LANE OF
 FY4260'U.S. 58, 26.80 METERS (87.9 FEET) SOUTH SOUTHWEST FROM A UTILITY POLE
 FY4260'NUMBERED 86 1/2, 28.50 METERS (93.5 FEET) NORTHWEST FROM A UTILITY
 FY4260'POLE NUMBERED 80, 0.33 METERS (1.1 FEET) EAST FROM A WITNESS POST.
 FY4260'THE UNDERGROUND MARK IS A STANDARD NGS STAMPED--CANE 2 1985--, SET
 FY4260'INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FY4260' 
 FY4260'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED--CANE 2 NO. 3
 FY4260'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, RECESSED
 FY4260'10 CM BELOW THE GROUND.  LOCATED 8.50 METERS (27.9 FEET) SOUTH FROM
 FY4260'THE WESTBOUND LANE OF U.S. 58, 11.6 METERS (38.1 FEET) NORTH FROM THE
 FY4260'EASTBOUND LANE OF U.S. 58, 24.35 METERS (79.9 FEET) SOUTH FROM A
 FY4260'UTILITY POLE NUMBERED 86 1/2.
 FY4260' 
 FY4260'REFERENCE MARK NO.1 IS A STANDARD CGS DISK STAMPED--CANE NO. 1 1964--,
 FY4260'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM, FLUSH WITH THE
 FY4260'GROUND.  LOCATED 1.22 METERS (4.0 FEET) EAST FROM A POWERLINE POLE
 FY4260'NUMBERED 80,  45.7 METERS (15.0 FEET) NORTH FROM THE NORTHWEST CORNER
 FY4260'OF A TRUCK PARKING LOT,  7.10 METERS (23.3 FEET) SOUTH FROM
 FY4260'THE CENTER OF THE EAST BOUND LANE OF U.S. 58.
 FY4260' 
 FY4260'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--CANE 1964 NO.
 FY4260'2--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH WITH
 FY4260'GROUND.  LOCATED 6.43 METERS (21.2 FEET) SOUTH FROM THE CENTER OF THE
 FY4260'EASTBOUND LANE OF U.S. 58,  15.79 METERS (51.8 FEET) EAST NORTHEAST
 FY4260'FROM THE NORTH-MOST POLE WHICH SUPPORTS A BILLBOARD SIGN, 35.84 METERS
 FY4260'(117.6 FEET) EAST FROM A POWERPOLE NUMBERED 79.
 FY4260' 
 FY4260'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--CANE 2 1985 SET INTO
 FY4260'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, RECESSED 10 BELOW THE
 FY4260'GROUND.  LOCATED 0.30 METERS (0.98 FEET) EAST FROM A WITNESS POST,
 FY4260'8.10 METERS (26.6 FEET) SOUTH FROM THE CENTER OF THE WEST BOUND LANE
 FY4260'OF U.S. 58, 12.36 METERS (40.6 FEET) NORTH FROM THE CENTER OF THE EAST
 FY4260'BOUND LANE OF U.S. 58, 9.4 METERS (30.8 FEET) WEST FROM THE CENTER OF
 FY4260'THE MEDIAN CROSSING, 23.30 METERS (76.1 FEET) NORTH FROM A POWERLINE
 FY4260'POLE NUMBERED 68.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY4260'STAMPED--CANE 2 1985--, SET INTO AN IRREGULAR MASS OF CONCRETE, 1.2
 FY4260'METERS BELOW THE SURFACE OF THE GROUND..
 FY4260' 
 FY4260'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND
 FY4260'U.S. HIGHWAY 29 BUSINESS ROUTE, RIVERSIDE DRIVE AND NORTH MAIN STREET,
 FY4260'IN DANVILLE, GO EAST ON U.S. HIGHWAY 58 FOR 5.76 KILOMETERS (3.6 MI)
 FY4260'TO THE MARK IN THE LEFT AT THE INTERSECTION OF COUNTY ROAD 1236.
 FY4260' 
 FY4260' 
 FY4260'
 FY4260
 FY4260                          STATION RECOVERY (1990)
 FY4260
 FY4260'RECOVERED 1990
 FY4260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY4261 ***********************************************************************
 FY4261  DESIGNATION -  CANE 2 AZ MK
 FY4261  PID         -  FY4261
 FY4261  STATE/COUNTY-  VA/C OF DANVILLE
 FY4261  USGS QUAD   -  RINGGOLD (1985)
 FY4261
 FY4261                         *CURRENT SURVEY CONTROL
 FY4261  ___________________________________________________________________
 FY4261* NAD 83(1993)-  36 34 51.37039(N)    079 19 12.73715(W)     ADJUSTED  
 FY4261* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 FY4261  ___________________________________________________________________
 FY4261  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 FY4261  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FY4261
 FY4261  HORZ ORDER  -  SECOND
 FY4261
 FY4261.The horizontal coordinates were established by classical geodetic methods
 FY4261.and adjusted by the National Geodetic Survey in September 1995..
 FY4261.No horizontal observational check was made to the station.
 FY4261
 FY4261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4261
 FY4261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4261
 FY4261.The geoid height was determined by GEOID03.
 FY4261
 FY4261;                    North         East     Units Scale Factor Converg.
 FY4261;SPC VA S     - 1,027,796.732 3,426,591.571   MT  1.00003890   -0 29 52.1
 FY4261;SPC VA S     - 3,372,029.78 11,242,075.85   sFT  1.00003890   -0 29 52.1
 FY4261;UTM  17      - 4,049,699.024   650,284.087   MT  0.99987826   +1 00 04.6
 FY4261
 FY4261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4261!SPC VA S     -   0.99998017  x   1.00003890  =   1.00001907
 FY4261!UTM  17      -   0.99998017  x   0.99987826  =   0.99985843
 FY4261
 FY4261                          SUPERSEDED SURVEY CONTROL
 FY4261
 FY4261  NAD 83(1986)-  36 34 51.37388(N)    079 19 12.73886(W) AD(       ) 2
 FY4261  NGVD 29 (03/09/92)  158.     (m)          518.     (f) VERT ANG       
 FY4261
 FY4261.Superseded values are not recommended for survey control.
 FY4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4261.See file dsdata.txt to determine how the superseded data were derived.
 FY4261
 FY4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5028449699(NAD 83)
 FY4261_MARKER: DS = TRIANGULATION STATION DISK
 FY4261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4261_STAMPING: CANE 2 1985
 FY4261_MARK LOGO: NGS   
 FY4261_PROJECTION: RECESSED 10 CENTIMETERS
 FY4261_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4261+STABILITY: SURFACE MOTION
 FY4261
 FY4261  HISTORY     - Date     Condition        Report By
 FY4261  HISTORY     - 1985     MONUMENTED       NGS
 FY4261  HISTORY     - 19850321 GOOD             NGS
 FY4261
 FY4261                          STATION DESCRIPTION
 FY4261
 FY4261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FY4261'THE STATION IS LOCATED ABOUT 6.64 KILOMETERS (4.15 MI) EAST OF THE
 FY4261'BUSINESS DISTRICT OF DANVILLE IN THE MEDIAN OF U.S. HIGHWAY 58.
 FY4261'OWNERSHIP, STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 FY4261'INTERSECTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY 29 BUSINESS ROUTE,
 FY4261'RIVERSIDE DRIVE AND NORTH MAIN STREET, IN DANVILLE, GO EAST ON U.S.
 FY4261'HIGHWAY 58 FOR 5.76 KILOMETERS (3.6 MI) TO THE MARK IN THE LEFT AT THE
 FY4261'INTERSECTION OF COUNTY ROAD 1236.
 FY4261' 
 FY4261'THE STATION IS A STANDARD NGS DISK STAMPED--CANE 2 1985--, SET INTO
 FY4261'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM RECESSED 10 BELOW THE
 FY4261'GROUND. LOCATED 0.30 METERS (0.98 FEET) EAST FROM A WITNESS POST,
 FY4261'8.10 METERS (26.6 FEET) SOUTH FROM THE CENTER OF THE WEST BOUND LANE
 FY4261'OF U.S. 58.  12.36 METERS (40.6 FEET) NORTH FROM THE CENTER OF THE
 FY4261'EAST BOUND LANE OF U.S. 58, 9.4 METERS (30.8 FEET) WEST FROM THE
 FY4261'CENTER OF THE MEDIAN CROSSING, 23.30 METERS (76.1 FEET) NORTH FROM A
 FY4261'POWERLINE POLE NUMBERED 68.  THE UNDERGROUND MARK IS A STANDARD NGS
 FY4261'DISK STAMPED--CANE 2 1985--, SET INTO AN IRREGULAR MASS OF CONCRETE,
 FY4261'1.2 METERS BELOW THE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1221 ***********************************************************************
 FX1221  DESIGNATION -  CAN=I 11
 FX1221  PID         -  FX1221
 FX1221  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1221  USGS QUAD   -  BOYKINS (1979)
 FX1221
 FX1221                         *CURRENT SURVEY CONTROL
 FX1221  ___________________________________________________________________
 FX1221* NAD 83(1993)-  36 36 30.76845(N)    077 09 17.54892(W)     ADJUSTED  
 FX1221* NAVD 88     -        30.602  (meters)     100.40   (feet)  POSTED    
 FX1221  ___________________________________________________________________
 FX1221  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FX1221  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 FX1221  DYNAMIC HT  -          30.580 (meters)     100.33  (feet)  COMP
 FX1221  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 FX1221
 FX1221  HORZ ORDER  -  SECOND
 FX1221  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX1221
 FX1221.The horizontal coordinates were established by classical geodetic methods
 FX1221.and adjusted by the National Geodetic Survey in September 1995..
 FX1221
 FX1221.The orthometric height was determined by differential leveling
 FX1221.and adjusted by the National Geodetic Survey in 1992..
 FX1221.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX1221.rate of 4.1 thru 8.0 mm/km.
 FX1221
 FX1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1221
 FX1221.The geoid height was determined by GEOID03.
 FX1221
 FX1221.The dynamic height is computed by dividing the NAVD 88
 FX1221.geopotential number by the normal gravity value computed on the
 FX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1221.degrees latitude (g = 980.6199 gals.).
 FX1221
 FX1221.The modeled gravity was interpolated from observed gravity values.
 FX1221
 FX1221;                    North         East     Units Scale Factor Converg.
 FX1221;SPC VA S     - 1,031,399.267 3,620,342.667   MT  1.00003246   +0 48 59.0
 FX1221;SPC VA S     - 3,383,849.10 11,877,740.90   sFT  1.00003246   +0 48 59.0
 FX1221;SPC NC       -   318,665.323   774,692.806   MT  1.00015335   +1 03 53.8
 FX1221;SPC NC       - 1,045,487.81  2,541,637.98   sFT  1.00015335   +1 03 53.8
 FX1221;UTM  18      - 4,053,610.451   307,276.093   MT  1.00005762   -1 17 07.6
 FX1221
 FX1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1221!SPC VA S     -   1.00000066  x   1.00003246  =   1.00003312
 FX1221!SPC NC       -   1.00000066  x   1.00015335  =   1.00015401
 FX1221!UTM  18      -   1.00000066  x   1.00005762  =   1.00005828
 FX1221
 FX1221:                Primary Azimuth Mark                     Grid Az
 FX1221:SPC VA S     -  CAM=G 11 RESET                           053 24 54.2
 FX1221:SPC NC       -  CAM=G 11 RESET                           053 09 59.4
 FX1221:UTM  18      -  CAM=G 11 RESET                           055 31 00.8
 FX1221
 FX1221|---------------------------------------------------------------------|
 FX1221| PID    Reference Object                     Distance      Geod. Az  |
 FX1221|                                                           dddmmss.s |
 FX1221| FX1225 CAM=G 11 RESET                      APPROX. 2.8 KM 0541353.2 |
 FX1221| DC8131 CAN RM=H 11                           8.182 METERS 14020     |
 FX1221|---------------------------------------------------------------------|
 FX1221
 FX1221                          SUPERSEDED SURVEY CONTROL
 FX1221
 FX1221  NAD 83(1986)-  36 36 30.77505(N)    077 09 17.56489(W) AD(       ) 2
 FX1221  NAD 27      -  36 36 30.23700(N)    077 09 18.69000(W) AD(       ) 2
 FX1221  NGVD 29 (??/??/92)   30.948  (m)          101.54   (f) ADJ UNCH    1 2
 FX1221
 FX1221.Superseded values are not recommended for survey control.
 FX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1221.See file dsdata.txt to determine how the superseded data were derived.
 FX1221
 FX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0727653610(NAD 83)
 FX1221_MARKER: DS = TRIANGULATION STATION DISK
 FX1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1221_STAMPING: I 11 CAN 1918 ELEV 101.522 FT
 FX1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1221+STABILITY: SURFACE MOTION
 FX1221
 FX1221  HISTORY     - Date     Condition        Report By
 FX1221  HISTORY     - 1918     MONUMENTED       CGS
 FX1221  HISTORY     - 1918     GOOD             CGS
 FX1221  HISTORY     - 1933     GOOD             CGS
 FX1221  HISTORY     - 1953     GOOD             NGS
 FX1221  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1221
 FX1221                          STATION DESCRIPTION
 FX1221
 FX1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1221'STATION IS ABOUT 2 MILES W OF THE SEABOARD AIR LINE RAILWAY
 FX1221'STATION AT NEWSOMS, 567 FEET W OF MILEPOST 51, 5.71 METERS
 FX1221'(18.7 FEET) S OF THE S RAIL, ON TOP OF A RISE ABOUT 10 FEET
 FX1221'ABOVE THE TRACK, AND 5-1/2 TELEGRAPH POLES E OF A WHISTLE POST.
 FX1221'THE UNDERGROUND MARK IS A NAIL IN CONCRETE.
 FX1221'THE SURFACE AND REFERENCE MARKS ARE BRONZE TABLETS SET
 FX1221'IN CONCRETE.  THE REFERENCE
 FX1221'MARK IS 8.182 METERS (26.84 FEET) FROM THE STATION
 FX1221'S 39 DEG 40 MIN E.
 FX1221
 FX1221                          STATION RECOVERY (1918)
 FX1221
 FX1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX1221'ABOUT 2.0 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 FX1221'FROM THE STATION AT NEWSOMS, ABOUT 567 FEET SOUTHWEST OF MILEPOST
 FX1221'51, ABOUT 105 FEET NORTHEAST OF A WHISTLE POST, 19 FEET SOUTHEAST
 FX1221'OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET HIGHER THAN THE RAIL.
 FX1221'A STANDARD TRIANGULATION STATION DISK, STAMPED ELEV. 101.522
 FX1221'FT. I 11 CAN 1918 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FX1221'FLUSH WITH THE GROUND.  (30.948 METERS OR 101.535 FEET)
 FX1221'
 FX1221'REFERENCE MARK IS ABOUT 2.0 MILES SOUTHWEST ALONG THE SEABOARD
 FX1221'AIR LINE RAILWAY FROM THE STATION AT NEWSOMS, ABOUT 565 FEET
 FX1221'SOUTHWEST OF MILEPOST 51, ABOUT 107 FEET NORTHEAST OF A WHISTLE
 FX1221'POST, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 27 FEET
 FX1221'SOUTHEAST OF I 11=CAN, DESCRIBED ABOVE.  A STANDARD REFERENCE
 FX1221'MARK DISK, STAMPED H 11 CAN 1918 AND SET IN THE TOP OF A
 FX1221'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  (29.926
 FX1221'METERS OR 98.182 FEET.)
 FX1221
 FX1221                          STATION RECOVERY (1933)
 FX1221
 FX1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX1221'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 FX1221'M. STEINBERG AND FOUND IN GOOD CONDITION.  DISTANCES WERE
 FX1221'CHECKED.  THE STATION IS AN OLD TRAVERSE STATION OF THE COAST
 FX1221'SURVEY ABOUT 2 MILES W OF THE RAILROAD STATION AT NEWSOMS AND
 FX1221'3.1 MILES NE OF BOYKINS.  TO REACH FROM BOYKINS, TAKE ROUTE 35,
 FX1221'PAVED N FROM RAILROAD CROSSING 3.1 MILES TO WHERE PAVED ROAD
 FX1221'CURVES LEFT AND DIRT ROAD CONTINUES STRAIGHT AHEAD TOWARD OLD
 FX1221'RED-BRICK HOUSE.  CONTINUE STRAIGHT AHEAD ON THIS DIRT ROAD
 FX1221'ABOUT 100 FEET, AND TURN RIGHT.  FOLLOW MAIN TRAVELED WINDING
 FX1221'ROAD 2.15 MILES, OR 0.2 MILE BEYOND A T-ROAD LEFT, AND TURN
 FX1221'LEFT ABOUT 75 FEET BEFORE REACHING SEABOARD AIR LINE
 FX1221'RAILROAD CROSSING.  FOLLOW ROAD RUNNING ALONG THE NW SIDE OF
 FX1221'RAILROAD 0.35 MILE.  STATION IS ACROSS RAILROAD FROM HERE,
 FX1221'IN RAILROAD RIGHT-OF-WAY, SET IN TOP OF A RISE.  IT IS 567
 FX1221'FEET SW OF MILEPOST 51, 2-1/2 RAIL LENGTHS NE OF WHISTLE SIGN,
 FX1221'5.71 METERS SE OF SE RAIL.  THE SURFACE AND REFERENCE MARKS
 FX1221'ARE STANDARD DISKS SET IN CONCRETE AND STAMPED CAN 1918.  THE
 FX1221'SURFACE MARK IS A STANDARD HYDROGRAPHIC STATION MARK.
 FX1221'THE UNDERGROUND MARK IS DESCRIBED BY M. STEINBERG AS A NAIL
 FX1221'SET IN CONCRETE.  THE REFERENCE MARK IS 8.18 METERS FROM
 FX1221'STATION, ABOUT 7 FEET N OF TREE WITH
 FX1221'TRIANGULAR BLAZE.
 FX1221
 FX1221                          STATION RECOVERY (1953)
 FX1221
 FX1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1221'3.1 MI NE FROM BOYKINS.
 FX1221'3.1 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1221'THE STATION AT BOYKINS, ABOUT 183 YARDS SOUTHWEST OF MILE POST
 FX1221'51, 19 FEET SOUTHEAST OF SOUTHEAST RAIL, 109 FEET NORTHEAST OF
 FX1221'TELEPHONE POLE NO. 11F, 77 1/2 FEET NORTH-NORTHEAST OF BM CAN ECC,
 FX1221'27 FEET NORTHWEST OF BM H 11 = R.M. CAN, IN THE TOP OF DIRT
 FX1221'BANK BETWEEN TRACK AND R/W FENCE LINE, ABOUT 5 FEET ABOVE TOP
 FX1221'OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FX1221'INCH.
 FX1221
 FX1221                          STATION RECOVERY (1978)
 FX1221
 FX1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1221'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4906 ***********************************************************************
 GV4906  DESIGNATION -  CANNING FACTORY CHIMNEY
 GV4906  PID         -  GV4906
 GV4906  STATE/COUNTY-  VA/KING WILLIAM
 GV4906  USGS QUAD   -  NEW KENT (1978)
 GV4906
 GV4906                         *CURRENT SURVEY CONTROL
 GV4906  ___________________________________________________________________
 GV4906* NAD 83(1993)-  37 34 58.01727(N)    076 59 26.37660(W)     ADJUSTED  
 GV4906* NAVD 88     -                                                        
 GV4906  ___________________________________________________________________
 GV4906  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 GV4906  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV4906
 GV4906  HORZ ORDER  -  THIRD
 GV4906
 GV4906.The horizontal coordinates were established by classical geodetic methods
 GV4906.and adjusted by the National Geodetic Survey in November 1994..
 GV4906
 GV4906
 GV4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4906
 GV4906.The geoid height was determined by GEOID03.
 GV4906
 GV4906;                    North         East     Units Scale Factor Converg.
 GV4906;SPC VA S     - 1,139,724.305 3,633,304.545   MT  0.99995244   +0 54 57.8
 GV4906;SPC VA S     - 3,739,245.49 11,920,266.66   sFT  0.99995244   +0 54 57.8
 GV4906;UTM  18      - 4,161,388.257   324,230.691   MT  0.99998056   -1 12 51.9
 GV4906
 GV4906                          SUPERSEDED SURVEY CONTROL
 GV4906
 GV4906  NAD 83(1993)-  37 34 58.01874(N)    076 59 26.39276(W) AD(       ) 4
 GV4906  NAD 83(1986)-  37 34 58.02106(N)    076 59 26.38998(W) AD(       ) 4
 GV4906  NAD 27      -  37 34 57.48200(N)    076 59 27.47800(W) AD(       ) 3
 GV4906
 GV4906.Superseded values are not recommended for survey control.
 GV4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4906.See file dsdata.txt to determine how the superseded data were derived.
 GV4906
 GV4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2423161388(NAD 83)
 GV4906_MARKER: 85 = CHIMNEY
 GV4906
 GV4906  HISTORY     - Date     Condition        Report By
 GV4906  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4906  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4906
 GV4906                          STATION DESCRIPTION
 GV4906
 GV4906'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5106 ***********************************************************************
 GV5106  DESIGNATION -  CANNING HOUSE SMOKE STK STACK
 GV5106  PID         -  GV5106
 GV5106  STATE/COUNTY-  VA/KING AND QUEEN
 GV5106  USGS QUAD   -  KING WILLIAM (1984)
 GV5106
 GV5106                         *CURRENT SURVEY CONTROL
 GV5106  ___________________________________________________________________
 GV5106* NAD 83(1993)-  37 43 28.34241(N)    077 01 27.30644(W)     ADJUSTED  
 GV5106* NAVD 88     -                                                        
 GV5106  ___________________________________________________________________
 GV5106  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 GV5106  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV5106
 GV5106  HORZ ORDER  -  THIRD
 GV5106
 GV5106.The horizontal coordinates were established by classical geodetic methods
 GV5106.and adjusted by the National Geodetic Survey in November 1994..
 GV5106
 GV5106
 GV5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5106
 GV5106.The geoid height was determined by GEOID03.
 GV5106
 GV5106;                    North         East     Units Scale Factor Converg.
 GV5106;SPC VA S     - 1,155,408.416 3,630,092.052   MT  0.99996477   +0 53 44.4
 GV5106;SPC VA S     - 3,790,702.44 11,909,727.01   sFT  0.99996477   +0 53 44.4
 GV5106;UTM  18      - 4,177,181.489   321,603.968   MT  0.99999200   -1 14 20.0
 GV5106
 GV5106                          SUPERSEDED SURVEY CONTROL
 GV5106
 GV5106  NAD 83(1986)-  37 43 28.34493(N)    077 01 27.32456(W) AD(       ) 4
 GV5106  NAD 27      -  37 43 27.84400(N)    077 01 28.45200(W) AD(       ) 3
 GV5106
 GV5106.Superseded values are not recommended for survey control.
 GV5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5106.See file dsdata.txt to determine how the superseded data were derived.
 GV5106
 GV5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2160477181(NAD 83)
 GV5106_MARKER: 63 = STACK
 GV5106
 GV5106  HISTORY     - Date     Condition        Report By
 GV5106  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5106  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5106
 GV5106                          STATION DESCRIPTION
 GV5106
 GV5106'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4907 ***********************************************************************
 GV4907  DESIGNATION -  CANNON
 GV4907  PID         -  GV4907
 GV4907  STATE/COUNTY-  VA/KING WILLIAM
 GV4907  USGS QUAD   -  NEW KENT (1978)
 GV4907
 GV4907                         *CURRENT SURVEY CONTROL
 GV4907  ___________________________________________________________________
 GV4907* NAD 83(1993)-  37 33 58.57593(N)    076 57 15.37847(W)     ADJUSTED  
 GV4907* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4907  ___________________________________________________________________
 GV4907  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GV4907  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 GV4907
 GV4907  HORZ ORDER  -  THIRD
 GV4907
 GV4907.The horizontal coordinates were established by classical geodetic methods
 GV4907.and adjusted by the National Geodetic Survey in November 1994..
 GV4907
 GV4907.The orthometric height was scaled from a topographic map.
 GV4907
 GV4907.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4907
 GV4907.The geoid height was determined by GEOID03.
 GV4907
 GV4907;                    North         East     Units Scale Factor Converg.
 GV4907;SPC VA S     - 1,137,944.058 3,636,548.076   MT  0.99995140   +0 56 17.3
 GV4907;SPC VA S     - 3,733,404.80 11,930,908.15   sFT  0.99995140   +0 56 17.3
 GV4907;UTM  18      - 4,159,488.635   327,405.878   MT  0.99996693   -1 11 30.4
 GV4907
 GV4907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4907!SPC VA S     -   1.00000527  x   0.99995140  =   0.99995667
 GV4907!UTM  18      -   1.00000527  x   0.99996693  =   0.99997220
 GV4907
 GV4907|---------------------------------------------------------------------|
 GV4907| PID    Reference Object                     Distance      Geod. Az  |
 GV4907|                                                           dddmmss.s |
 GV4907| DC9044 CANNON RM 2                          24.310 METERS 00812     |
 GV4907| DC9045 CANNON RM 3                          80.112 METERS 13619     |
 GV4907| GV4975 RESIDENT                            458.591 METERS 1791421.9 |
 GV4907| GV4939 GUM                                 448.472 METERS 2091443.1 |
 GV4907| DC9043 CANNON RM 1                           2.861 METERS 23708     |
 GV4907| GV4923 DUNK                                198.025 METERS 26350     |
 GV4907| GV5001 WEST                                493.461 METERS 3242708.1 |
 GV4907| GV4977 RIVERVIEW                           480.145 METERS 3483640.8 |
 GV4907|---------------------------------------------------------------------|
 GV4907
 GV4907                          SUPERSEDED SURVEY CONTROL
 GV4907
 GV4907  NAD 83(1986)-  37 33 58.57734(N)    076 57 15.39414(W) AD(       ) 3
 GV4907  NAD 27      -  37 33 58.04600(N)    076 57 16.51600(W) AD(       ) 3
 GV4907
 GV4907.Superseded values are not recommended for survey control.
 GV4907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4907.See file dsdata.txt to determine how the superseded data were derived.
 GV4907
 GV4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2740659489(NAD 83)
 GV4907_MARKER: DS = TRIANGULATION STATION DISK
 GV4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4907+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV4907
 GV4907  HISTORY     - Date     Condition        Report By
 GV4907  HISTORY     - 1912     MONUMENTED       CGS
 GV4907  HISTORY     - 1944     GOOD             CGS
 GV4907  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4907  HISTORY     - 20031106 POOR             USPSQD
 GV4907  HISTORY     - 20060218 GOOD             USPSQD
 GV4907
 GV4907                          STATION DESCRIPTION
 GV4907
 GV4907'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4907'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV4907'AT THE FARM OR RESIDENCE RECENTLY DESIGNATED AS CANNONDALE
 GV4907'ABOUT 3-1/4 MILES BELOW LESTER MANOR, AT LOWER POINT OF WOODS
 GV4907'ON A VERY PROMINENT POINT WHERE STANDS A SYCAMORE 3 FEET IN
 GV4907'DIAMETER.
 GV4907'
 GV4907'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4907'BEARING CENTER TRIANGLE ON ITS UPPER SURFACE, AND STANDING
 GV4907'1 INCH ABOVE GROUND.
 GV4907'
 GV4907'REFERENCE MARK NO. 1 IS SPIKE IN TRIANGLE CUT ON BASE OF THE
 GV4907'3-FOOT SYCAMORE, AS GOOD A MARK AS A GRANITE MONUMENT, DISTANT
 GV4907'2.861 METERS ON LINE 57 DEG 53 MIN 50 SEC TO RIGHT OF LINE
 GV4907'TO STATION RESIDENT.
 GV4907'
 GV4907'REFERENCE MARK NO. 2 IS SPIKE IN TRIANGLE CUT ON A 12-INCH
 GV4907'HACKBERRY, A VERY GOOD MARK, DISTANT 24.310 METERS ON LINE
 GV4907'188 DEG 57 MIN 55 SEC TO RIGHT OF LINE TO STATION RESIDENT.
 GV4907'
 GV4907'REFERENCE MARK NO. 3 IS NW CORNER OF BRICK FOUNDATION OF THE
 GV4907'OLD HOUSE ON THE HILL, A VERY PERMANENT MARK, DISTANT 80.112
 GV4907'METERS ON LINE 317 DEG 04 MIN 30 SEC TO RIGHT OF LINE TO
 GV4907'STATION RESIDENT.
 GV4907
 GV4907                          STATION RECOVERY (1944)
 GV4907
 GV4907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4907'STATION RECOVERED IN GOOD CONDITION.
 GV4907'
 GV4907'DELETE FROM THE DESCRIPTION--AT LOWER POINT OF WOODS WHERE
 GV4907'STANDS A SYCAMORE 3 FEET IN DIAMETER.
 GV4907'
 GV4907'ALL REFERENCE MARKS HAVE BEEN LOST, DUE TO DESTRUCTION OF
 GV4907'TREES AND THE DESTRUCTION OF THE OLD BRICK FOUNDATION.
 GV4907
 GV4907                          STATION RECOVERY (1999)
 GV4907
 GV4907'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4907'MARK NOT FOUND.
 GV4907
 GV4907                          STATION RECOVERY (2003)
 GV4907
 GV4907'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV4907'CANNON-THE OWNER OF THE PROPERTY HELPED US FIND THIS STATION. THE
 GV4907'INFORMATION ON THE DISC WAS HARD TO READ.
 GV4907
 GV4907                          STATION RECOVERY (2006)
 GV4907
 GV4907'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 GV4907' 
 GV4907' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4465 ***********************************************************************
 GV4465  DESIGNATION -  CAPAHOSIC
 GV4465  PID         -  GV4465
 GV4465  STATE/COUNTY-  VA/GLOUCESTER
 GV4465  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4465
 GV4465                         *CURRENT SURVEY CONTROL
 GV4465  ___________________________________________________________________
 GV4465* NAD 83(1993)-  37 22 22.88533(N)    076 37 48.65587(W)     ADJUSTED  
 GV4465* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4465  ___________________________________________________________________
 GV4465  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV4465  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 GV4465
 GV4465  HORZ ORDER  -  THIRD
 GV4465
 GV4465.The horizontal coordinates were established by classical geodetic methods
 GV4465.and adjusted by the National Geodetic Survey in September 1995..
 GV4465
 GV4465.The orthometric height was scaled from a topographic map.
 GV4465
 GV4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4465
 GV4465.The geoid height was determined by GEOID03.
 GV4465
 GV4465;                    North         East     Units Scale Factor Converg.
 GV4465;SPC VA S     - 1,117,019.458 3,665,599.168   MT  0.99994541   +1 08 05.4
 GV4465;SPC VA S     - 3,664,754.67 12,026,219.94   sFT  0.99994541   +1 08 05.4
 GV4465;UTM  18      - 4,137,501.014   355,659.261   MT  0.99985664   -0 59 22.9
 GV4465
 GV4465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4465!SPC VA S     -   1.00000527  x   0.99994541  =   0.99995068
 GV4465!UTM  18      -   1.00000527  x   0.99985664  =   0.99986191
 GV4465
 GV4465|---------------------------------------------------------------------|
 GV4465| PID    Reference Object                     Distance      Geod. Az  |
 GV4465|                                                           dddmmss.s |
 GV4465| DC9047 CAPAHOSIC RM 2 CEDAR                 28.412 METERS 07509     |
 GV4465| DC9048 CAPAHOSIC RM 3 OAK                   14.944 METERS 09309     |
 GV4465| GV4420 CLAYBANK 2                          APPROX. 2.7 KM 1461540.3 |
 GV4465| GV4460 WATCH BOX 3                         APPROX. 7.4 KM 1665411.2 |
 GV4465| GV4461 WATCH BOX 4                         APPROX. 8.2 KM 1703908.6 |
 GV4465| GV4474 WATCH HOUSE NEW ABOVE WALLER        APPROX. 5.7 KM 1823108.1 |
 GV4465| GV4491 ALMONDSVILLE POST LIGHT             APPROX. 3.1 KM 3085317.4 |
 GV4465| GV4514 WATCH BOX                           APPROX. 3.8 KM 3190532.7 |
 GV4465| DC9046 CAPAHOSIC RM 1 SW COR               112.599 METERS 34431     |
 GV4465|---------------------------------------------------------------------|
 GV4465
 GV4465                          SUPERSEDED SURVEY CONTROL
 GV4465
 GV4465  NAD 83(1993)-  37 22 22.88573(N)    076 37 48.66051(W) AD(       ) 3
 GV4465  NAD 83(1986)-  37 22 22.88839(N)    076 37 48.67835(W) AD(       ) 3
 GV4465  NAD 27      -  37 22 22.37100(N)    076 37 49.84300(W) AD(       ) 3
 GV4465
 GV4465.Superseded values are not recommended for survey control.
 GV4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4465.See file dsdata.txt to determine how the superseded data were derived.
 GV4465
 GV4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5565937501(NAD 83)
 GV4465_MARKER: DS = TRIANGULATION STATION DISK
 GV4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4465
 GV4465  HISTORY     - Date     Condition        Report By
 GV4465  HISTORY     - 1911     MONUMENTED       CGS
 GV4465  HISTORY     - 1932     SEE DESCRIPTION  VACF
 GV4465  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4465  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4465
 GV4465                          STATION DESCRIPTION
 GV4465
 GV4465'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4465'THIS STATION IS 1340 METERS ABOVE SANDY CREEK ON LAND BELONGING
 GV4465'TO A.W. SMITH ON GROUND 20 FEET HIGH 53 FEET BACK FROM TOP OF
 GV4465'BANK IN CORNER OF FIELD 9.1 METERS ABOVE CENTER OF RAIL FENCE.
 GV4465'
 GV4465'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4465'BRASS DISK MARKING CENTER, ANCHORED IN TOP SURFACE.  SUBSURFACE
 GV4465'MARK IS THE NOZZLE OF A QUART WHISKEY BOTTLE 4 INCHES BELOW
 GV4465'BOTTOM OF STONE.
 GV4465'
 GV4465'REFERENCE MARK NO. 1 IS THE SE CORNER OF LARGE CHIMNEY OF DWELLING
 GV4465'HOUSE JUST ABOVE OFFSET AT THE GROUND, DISTANT 112.599 METERS ON
 GV4465'LINE 198 DEG 15 MIN 30 SEC TO RIGHT OF LINE TO STATION CLAY
 GV4465'BANK.
 GV4465'
 GV4465'REFERENCE MARK NO. 2 IS HEAD OF NAIL IN TRIANGLE CUT IN
 GV4465'10-INCH CEDAR, 11 INCHES ABOVE GROUND DISTANT 28.412 METERS ON
 GV4465'LINE 288 DEG 53 MIN 19 SEC TO RIGHT OF LINE TO STATION CLAY
 GV4465'BANK.
 GV4465'
 GV4465'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE ON PINE OAK 9 INCHES
 GV4465'IN DIAMETER AND 10 INCHES ABOVE GROUND DISTANT 14.944 METERS ON
 GV4465'LINE 306 DEG 52 MIN 52 SEC TO RIGHT OF STATION CALY BANK.
 GV4465
 GV4465                          STATION RECOVERY (1932)
 GV4465
 GV4465'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4465'BLUFF HAS WASHED AWAY FAR ENOUGH TO DESTROY THIS POINT.
 GV4465'MARKER FOUND AT FOOT OF BLUFF USED TO MARK NEW STATION, A SHORT
 GV4465'DISTANCE BELOW.  NEW STATION CAPAHOSIC 2.
 GV4465'
 GV4465'TREES ETC., REFERRED TO, STILL STANDING.
 GV4465
 GV4465                          STATION RECOVERY (1997)
 GV4465
 GV4465'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4465'MARK NOT FOUND.
 GV4465
 GV4465                          STATION RECOVERY (2002)
 GV4465
 GV4465'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4466 ***********************************************************************
 GV4466  DESIGNATION -  CAPAHOSIC 2
 GV4466  PID         -  GV4466
 GV4466  STATE/COUNTY-  VA/GLOUCESTER
 GV4466  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4466
 GV4466                         *CURRENT SURVEY CONTROL
 GV4466  ___________________________________________________________________
 GV4466* NAD 83(1993)-  37 22 21.90369(N)    076 37 48.19272(W)     ADJUSTED  
 GV4466* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4466  ___________________________________________________________________
 GV4466  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV4466  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 GV4466
 GV4466  HORZ ORDER  -  SECOND
 GV4466
 GV4466.The horizontal coordinates were established by classical geodetic methods
 GV4466.and adjusted by the National Geodetic Survey in September 1995..
 GV4466
 GV4466.The orthometric height was scaled from a topographic map.
 GV4466
 GV4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4466
 GV4466.The geoid height was determined by GEOID03.
 GV4466
 GV4466;                    North         East     Units Scale Factor Converg.
 GV4466;SPC VA S     - 1,116,989.428 3,665,611.160   MT  0.99994541   +1 08 05.7
 GV4466;SPC VA S     - 3,664,656.15 12,026,259.28   sFT  0.99994541   +1 08 05.7
 GV4466;UTM  18      - 4,137,470.563   355,670.131   MT  0.99985660   -0 59 22.6
 GV4466
 GV4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4466!SPC VA S     -   1.00000543  x   0.99994541  =   0.99995084
 GV4466!UTM  18      -   1.00000543  x   0.99985660  =   0.99986203
 GV4466
 GV4466|---------------------------------------------------------------------|
 GV4466| PID    Reference Object                     Distance      Geod. Az  |
 GV4466|                                                           dddmmss.s |
 GV4466| DC9050 CAPAHOSIC 2 RM 2                      5.365 METERS 01017     |
 GV4466| DC9049 CAPAHOSIC 2 RM 1                      5.223 METERS 09941     |
 GV4466| GV4420 CLAYBANK 2                          APPROX. 2.7 KM 1460620.3 |
 GV4466| GV4445 PENNIMAN TANK                       APPROX. 9.8 KM 1684304.1 |
 GV4466| GV4490 ALLMOND 2                           APPROX. 2.6 KM 3194752.3 |
 GV4466|---------------------------------------------------------------------|
 GV4466
 GV4466                          SUPERSEDED SURVEY CONTROL
 GV4466
 GV4466  NAD 83(1993)-  37 22 21.90405(N)    076 37 48.19747(W) AD(       ) 2
 GV4466  NAD 83(1986)-  37 22 21.90672(N)    076 37 48.21534(W) AD(       ) 2
 GV4466  NAD 27      -  37 22 21.39100(N)    076 37 49.38000(W) AD(       ) 2
 GV4466
 GV4466.Superseded values are not recommended for survey control.
 GV4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4466.See file dsdata.txt to determine how the superseded data were derived.
 GV4466
 GV4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5567037471(NAD 83)
 GV4466_MARKER: DS = TRIANGULATION STATION DISK
 GV4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4466
 GV4466  HISTORY     - Date     Condition        Report By
 GV4466  HISTORY     - 1932     MONUMENTED       VACF
 GV4466  HISTORY     - 1942     GOOD             CGS
 GV4466  HISTORY     - 1944     GOOD             CGS
 GV4466  HISTORY     - 1952     GOOD             CGS
 GV4466  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4466  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4466
 GV4466                          STATION DESCRIPTION
 GV4466
 GV4466'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4466'STATION IS ON SMALL TRIANGULAR SAND POINT AT THE FOOT OF
 GV4466'A STEEP BLUFF, A SHORT DISTANCE BELOW PRIOR STATION, CAPAHOSIC
 GV4466'2, MARKED BY THE OLD U.S.C.S. MARKER OF PRIOR STATION, FOUND
 GV4466'AT THE FOOT OF THE BLUFF.  STATION CAPAHOSIC HAS WASHED OUT.
 GV4466'
 GV4466'A LARGE BODY OF WOODLAND LIES A SHORT DISTANCE BELOW STATION,
 GV4466'A DWELLING STANDS ON THE BLUFF ABREAST OF STATION WITH A LANDING
 GV4466'AND STEPS DOWN THE BANK POSSIBLY 12 YARDS BELOW STATION.
 GV4466'
 GV4466'ANOTHER DWELLING STANDS, ABOUT 100 YARDS ABOVE STATION AND
 GV4466'THE PROPERTY LINE BETWEEN THE TWO IS A SHORT DISTANCE ABOVE
 GV4466'STATION.  THE REFERENCE TREES GIVEN IN OLD DESCRIPTION STAND
 GV4466'ON THIS LINE.
 GV4466
 GV4466                          STATION RECOVERY (1942)
 GV4466
 GV4466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4466'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GV4466'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GV4466'
 GV4466'THE STATION IS LOCATED ABOUT 6.5 MILES SW OF GLOUCESTER AND
 GV4466'ABOUT 8 MILES NE OF WILLIAMSBURG ON THE NE SHORE OF THE YORK
 GV4466'RIVER ON LAND OWNED BY G.W. SMITH.  IT IS ON A POINT OF LAND
 GV4466'ABOUT 100 YARDS SW OF THE HOUSE, ABOUT 30 FEET NE OF THE
 GV4466'HIGH-WATER MARK, 35 FEET W OF A TRIANGULAR BLAZED CEDAR TREE
 GV4466'AT THE FOOT OF A STAIRWAY AND ABOUT 12 FEET BELOW THE RIVER
 GV4466'BANK.  IT IS A STANDARD DISK SET IN CONCRETE,
 GV4466'SET ABOUT 20 INCHES BELOW THE SURFACE OF THE
 GV4466'GROUND AND IS NOT STAMPED.
 GV4466'
 GV4466'TWO NEW REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS.
 GV4466'
 GV4466'REFERENCE MARK NO. 1 1942, A STANDARD DISK SET IN CONCRETE,
 GV4466'IS AT THE FOOT OF THE BANK.  IT
 GV4466'PROJECTS 8 INCHES AND IS STAMPED CAPAHOSIC 2 1942.
 GV4466'
 GV4466'REFERENCE MARK NO. 2 1942, A STANDARD DISK SET IN CONCRETE
 GV4466'IS AT THE FOOT OF THE BANK.  IT
 GV4466'PROJECTS 8 INCHES AND IS STAMPED CAPAHOSIC 2 1942.
 GV4466'
 GV4466'STATIONS CLAYBANK 2 AND ALLMOND 2 WILL SERVE AS AZIMUTH
 GV4466'MARKS FOR THIS STATION.
 GV4466'
 GV4466'TO REACH THE STATION FROM GLOUCESTER COURTHOUSE GO NW ON
 GV4466'U.S. HIGHWAY 17 FOR ABOUT 3.05 MILES TO A PAVED CROSS ROAD
 GV4466'AT THE SETTLEMENT OF ARK.  TURN LEFT SW ON STATE HIGHWAY
 GV4466'217 AND GO 2.95 MILES TO A CROSS ROAD.  TURN LEFT SE ON A
 GV4466'DIRT ROAD AND GO 0.5 MILE TO A FORKS.  TAKE RIGHT FORK SW
 GV4466'AND GO 2.05 MILES TO A DIM SIDE ROAD LEFT.  TURN LEFT AND
 GV4466'GO 0.25 MILE TO A FORKS.  TAKE LEFT FORK AND FOLLOW MAIN
 GV4466'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GV4466'0.15 MILE TO A GATE.  TURN LEFT AND FOLLOW THE ROAD TO G.W.
 GV4466'SMITHS HOUSE (LARGE WHITE HOUSE WITH RED ROOF) AND THE
 GV4466'STATION.
 GV4466'
 GV4466'PENNIMAN TANK CAN BE USED AS AN AZIMUTH MARK.  IT IS LOCATED
 GV4466'SSE OF THE STATION ABOUT 6 MILES AND ACROSS THE RIVER.  IT
 GV4466'IS AN ELEVATED STEEL TANK PAINTED GREY AND IS PLAINLY VISIBLE
 GV4466'FROM THE STATION.
 GV4466'
 GV4466'4-FOOT STANDS AT ALLMOND 2 AND CLAYBANK 2 ARE VISIBLE FROM
 GV4466'THE GROUND.  A 100-FOOT LIGHT AT MAGRUDER IS VISIBLE FROM
 GV4466'THE GROUND.  A 100-FOOT LIGHT AT TASKINAS IS VISIBLE FROM A
 GV4466'15-FOOT TOWER.
 GV4466
 GV4466                          STATION RECOVERY (1944)
 GV4466
 GV4466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4466'STATION RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 GV4466'IS CORRECT AND ADEQUATE.  DISTANCES VERIFIED.
 GV4466
 GV4466                          STATION RECOVERY (1952)
 GV4466
 GV4466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4466'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 GV4466'COMPLETE AND ADEQUATE.
 GV4466
 GV4466                          STATION RECOVERY (1997)
 GV4466
 GV4466'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4466'MARK NOT FOUND.
 GV4466
 GV4466                          STATION RECOVERY (2002)
 GV4466
 GV4466'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1616 ***********************************************************************
 FW1616  DESIGNATION -  CAPE
 FW1616  PID         -  FW1616
 FW1616  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1616  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1616
 FW1616                         *CURRENT SURVEY CONTROL
 FW1616  ___________________________________________________________________
 FW1616* NAD 83(1993)-  36 35 35.76193(N)    075 52 37.17807(W)     ADJUSTED  
 FW1616* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW1616  ___________________________________________________________________
 FW1616  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 FW1616  GEOID HEIGHT-         -38.31  (meters)                     GEOID03
 FW1616
 FW1616  HORZ ORDER  -  THIRD
 FW1616
 FW1616.The horizontal coordinates were established by classical geodetic methods
 FW1616.and adjusted by the National Geodetic Survey in September 1995..
 FW1616
 FW1616.The orthometric height was scaled from a topographic map.
 FW1616
 FW1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1616
 FW1616.The geoid height was determined by GEOID03.
 FW1616
 FW1616;                    North         East     Units Scale Factor Converg.
 FW1616;SPC VA S     - 1,032,106.959 3,734,694.105   MT  1.00003600   +1 35 31.1
 FW1616;SPC VA S     - 3,386,170.91 12,252,908.91   sFT  1.00003600   +1 35 31.1
 FW1616;UTM  18      - 4,050,111.638   421,553.981   MT  0.99967581   -0 31 22.2
 FW1616
 FW1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1616!SPC VA S     -   1.00000559  x   1.00003600  =   1.00004159
 FW1616!UTM  18      -   1.00000559  x   0.99967581  =   0.99968139
 FW1616
 FW1616:                Primary Azimuth Mark                     Grid Az
 FW1616:SPC VA S     -  NEW CG STA 166 WATCH TWR                 169 22 51.3
 FW1616:UTM  18      -  NEW CG STA 166 WATCH TWR                 171 29 44.6
 FW1616
 FW1616|---------------------------------------------------------------------|
 FW1616| PID    Reference Object                     Distance      Geod. Az  |
 FW1616|                                                           dddmmss.s |
 FW1616| FW1487 NEW CG STA 166 WATCH TWR            APPROX.10.8 KM 1705822.4 |
 FW1616| FW1482 WASH WOODS CG FLAGPOLE              APPROX.10.8 KM 1710534.9 |
 FW1616| FW1609 OLD CG STA 166 FLAGPOLE             APPROX. 5.9 KM 1723553.0 |
 FW1616| FW1608 OLD CG STA 166 CUPOLA               APPROX. 5.9 KM 1725011.7 |
 FW1616| DC8135 CAPE RM 1                            26.595 METERS 22313     |
 FW1616| FW1630 WASH HYDROGRAPHIC SIGNAL            APPROX. 0.5 KM 2822412.5 |
 FW1616| DC8136 CAPE RM 2                            22.347 METERS 29552     |
 FW1616| FW1621 FALSE CAPE COAST GUARD CUPOLA       APPROX. 1.0 KM 3411821.9 |
 FW1616| FW1622 FALSE CAPE COAST GUARD FLAG         APPROX. 1.0 KM 3424327.6 |
 FW1616| FW1636 EAST MAST OF WRECK                  APPROX. 6.2 KM 3453115.1 |
 FW1616|---------------------------------------------------------------------|
 FW1616
 FW1616                          SUPERSEDED SURVEY CONTROL
 FW1616
 FW1616  NAD 83(1986)-  36 35 35.77106(N)    075 52 37.20427(W) AD(       ) 3
 FW1616  NAD 27      -  36 35 35.23000(N)    075 52 38.48100(W) AD(       ) 3
 FW1616
 FW1616.Superseded values are not recommended for survey control.
 FW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1616.See file dsdata.txt to determine how the superseded data were derived.
 FW1616
 FW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2155450112(NAD 83)
 FW1616_MARKER: DS = TRIANGULATION STATION DISK
 FW1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1616
 FW1616  HISTORY     - Date     Condition        Report By
 FW1616  HISTORY     - 1922     MONUMENTED       CGS
 FW1616
 FW1616                          STATION DESCRIPTION
 FW1616
 FW1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1616'ON A SAND HILL BORDERING THE INLAND SIDE OF THE BEACH ABOUT
 FW1616'1046 METERS (COMPUTED) SOUTH OF COAST GUARD STATION 165.  ABOUT
 FW1616'527 METERS (COMPUTED) FURTHER NORTH, BUT A LITTLE DISTANCE
 FW1616'INLAND, IS A HYDROGRAPHIC SIGNAL NAMED WASH.  THERE ARE SOME
 FW1616'NET RACKS CONSISTING OF ROUGH POLES AT ABOUT THIS POINT.
 FW1616'
 FW1616'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1616'DISKS SET IN CONCRETE.
 FW1616'
 FW1616'THE REFERENCE MARKS ARE A LITTLE DISTANCE INLAND ON SMALL
 FW1616'SAND HILLS.
 FW1616'
 FW1616'STATION IS LIKELY TO BE LOST AT ANY TIME DUE TO SHIFTING
 FW1616'SAND.
 FW1616'
 FW1616'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1617 ***********************************************************************
 FW1617  DESIGNATION -  CAPE
 FW1617  PID         -  FW1617
 FW1617  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1617  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1617
 FW1617                         *CURRENT SURVEY CONTROL
 FW1617  ___________________________________________________________________
 FW1617* NAD 83(1993)-  36 35 34.37500(N)    075 52 54.34933(W)     ADJUSTED  
 FW1617* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 FW1617  ___________________________________________________________________
 FW1617  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 FW1617  GEOID HEIGHT-         -38.30  (meters)                     GEOID03
 FW1617
 FW1617  HORZ ORDER  -  THIRD
 FW1617
 FW1617.The horizontal coordinates were established by classical geodetic methods
 FW1617.and adjusted by the National Geodetic Survey in September 1995..
 FW1617
 FW1617.The orthometric height was scaled from a topographic map.
 FW1617
 FW1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1617
 FW1617.The geoid height was determined by GEOID03.
 FW1617
 FW1617;                    North         East     Units Scale Factor Converg.
 FW1617;SPC VA S     - 1,032,052.374 3,734,268.622   MT  1.00003609   +1 35 20.7
 FW1617;SPC VA S     - 3,385,991.83 12,251,512.97   sFT  1.00003609   +1 35 20.7
 FW1617;UTM  18      - 4,050,072.805   421,126.927   MT  0.99967664   -0 31 32.4
 FW1617
 FW1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1617!SPC VA S     -   1.00000480  x   1.00003609  =   1.00004089
 FW1617!UTM  18      -   1.00000480  x   0.99967664  =   0.99968144
 FW1617
 FW1617:                Primary Azimuth Mark                     Grid Az
 FW1617:SPC VA S     -  FALSE CAPE COAST GUARD CUPOLA            003 29 20.2
 FW1617:UTM  18      -  FALSE CAPE COAST GUARD CUPOLA            005 36 13.3
 FW1617
 FW1617|---------------------------------------------------------------------|
 FW1617| PID    Reference Object                     Distance      Geod. Az  |
 FW1617|                                                           dddmmss.s |
 FW1617| FW1621 FALSE CAPE COAST GUARD CUPOLA       APPROX. 1.0 KM 0050440.9 |
 FW1617| DC8706 NORTH END 2 RM 2                                   23404     |
 FW1617| FW1619 CEDAR ISLAND WATER TANK             APPROX. 3.7 KM 2792546.5 |
 FW1617|---------------------------------------------------------------------|
 FW1617
 FW1617                          SUPERSEDED SURVEY CONTROL
 FW1617
 FW1617  NAD 83(1986)-  36 35 34.38976(N)    075 52 54.37817(W) AD(       ) 3
 FW1617  NAD 27      -  36 35 33.83700(N)    075 52 55.65100(W) AD(       ) 3
 FW1617
 FW1617.Superseded values are not recommended for survey control.
 FW1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1617.See file dsdata.txt to determine how the superseded data were derived.
 FW1617
 FW1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2112750073(NAD 83)
 FW1617_MARKER: Z = SEE DESCRIPTION
 FW1617_SETTING: 0 = UNSPECIFIED SETTING
 FW1617
 FW1617  HISTORY     - Date     Condition        Report By
 FW1617  HISTORY     - 1948     MONUMENTED       CGS
 FW1617
 FW1617                          STATION DESCRIPTION
 FW1617
 FW1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MAH)
 FW1617'0.6 MILE SOUTH OF THE ABANDONED COAST GUARD STATION AT FALSE
 FW1617'CAPE, ON TOP OF THE E END OF THE LARGE SAND DUNE WHICH IS
 FW1617'ABOUT 1/4 MILE BACK FROM BEACH.  STATION IS 40 METERS W OF E
 FW1617'SLOPE OF DUNE, 105 METERS E OF W SLOPE, AND MIDWAY BETWEEN
 FW1617'N AND S SLOPES.  STATION IS MARKED BY A 2- BY 4-INCH PIECE
 FW1617'OF PINE 3 FEET LONG AND DRIVEN FLUSH, 3 PEGS FOR THE THEODOLITE
 FW1617'TRIPOD ARE DRIVEN AROUND THIS POINT.
 FW1617'
 FW1617'STATION IS MOST EASILY REACHED FROM SAND BRIDGE (3.5 MILES
 FW1617'N ALONG BEACH FROM LITTLE ISLAND C.G. STATION) BY TAKING
 FW1617'VEHICLE ON BEACH BETWEEN HALF TIDE AND LOW WATER AND PROCEEDING
 FW1617'S FOR 10 MILES TO THE FALSE CAPE COAST GUARD STATION.  A
 FW1617'VEHICLE EQUIPPED WITH 4-WHEEL DRIVE AND LOW RANGE TRANSMISSION
 FW1617'CAN MAKE THIS PASSAGE AT ANY STAGE OF THE TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3999 ***********************************************************************
 AB3999  FBN         -  This is a Federal Base Network Control Station.
 AB3999  DESIGNATION -  CAPE
 AB3999  PID         -  AB3999
 AB3999  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AB3999  USGS QUAD   -  CAPE HENRY (1986)
 AB3999
 AB3999                         *CURRENT SURVEY CONTROL
 AB3999  ___________________________________________________________________
 AB3999* NAD 83(1993)-  36 55 26.00389(N)    076 00 19.81899(W)     ADJUSTED  
 AB3999* NAVD 88     -         3.397  (meters)      11.14   (feet)  ADJUSTED  
 AB3999  ___________________________________________________________________
 AB3999  EPOCH DATE  -        1996.00
 AB3999  X           -   1,234,546.104 (meters)                     COMP
 AB3999  Y           -  -4,953,521.567 (meters)                     COMP
 AB3999  Z           -   3,810,623.647 (meters)                     COMP
 AB3999  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AB3999  ELLIP HEIGHT-         -34.12  (meters)          (07/14/04) GPS OBS
 AB3999  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 AB3999  DYNAMIC HT  -           3.394 (meters)      11.14  (feet)  COMP
 AB3999  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 AB3999
 AB3999  HORZ ORDER  -  A
 AB3999  VERT ORDER  -  SECOND    CLASS I
 AB3999  ELLP ORDER  -  THIRD     CLASS II
 AB3999
 AB3999.This is a reference station for the CAPE HENRY 1
 AB3999.National Continuously Operating Reference Station (CHR1).
 AB3999
 AB3999.The horizontal coordinates were established by GPS observations
 AB3999.and adjusted by the National Geodetic Survey in June 1996..
 AB3999.The horizontal coordinates are valid at the epoch date displayed above.
 AB3999.The epoch date for horizontal control is a decimal equivalence
 AB3999.of Year/Month/Day.
 AB3999
 AB3999.The orthometric height was determined by differential leveling
 AB3999.and adjusted by the National Geodetic Survey in July 2002..
 AB3999
 AB3999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3999
 AB3999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3999
 AB3999.The ellipsoidal height was determined by GPS observations
 AB3999.and is referenced to NAD 83.
 AB3999
 AB3999.The geoid height was determined by GEOID03.
 AB3999
 AB3999.The dynamic height is computed by dividing the NAVD 88
 AB3999.geopotential number by the normal gravity value computed on the
 AB3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3999.degrees latitude (g = 980.6199 gals.).
 AB3999
 AB3999.The modeled gravity was interpolated from observed gravity values.
 AB3999
 AB3999;                    North         East     Units Scale Factor Converg.
 AB3999;SPC VA S     - 1,068,472.832 3,722,228.880   MT  0.99997518   +1 30 50.3
 AB3999;SPC VA S     - 3,505,481.28 12,212,012.58   sFT  0.99997518   +1 30 50.3
 AB3999;UTM  18      - 4,086,901.409   410,443.711   MT  0.99969880   -0 36 14.8
 AB3999
 AB3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3999!SPC VA S     -   1.00000535  x   0.99997518  =   0.99998053
 AB3999!UTM  18      -   1.00000535  x   0.99969880  =   0.99970415
 AB3999
 AB3999|---------------------------------------------------------------------|
 AB3999| PID    Reference Object                     Distance      Geod. Az  |
 AB3999|                                                           dddmmss.s |
 AB3999| AB3998 CAPE HENRY 1 CORS L1 PHASE CENTER   361.484 METERS 34745     |
 AB3999|---------------------------------------------------------------------|
 AB3999
 AB3999                          SUPERSEDED SURVEY CONTROL
 AB3999
 AB3999  ELLIP H (08/14/01)  -34.13   (m)                       GP(       ) 4 1
 AB3999  ELLIP H (06/14/96)  -34.15   (m)                       GP(1996.00) 1 1
 AB3999  NAVD 88 (08/14/01)    3.40   (m)           11.2    (f) LEVELING    3  
 AB3999
 AB3999.Superseded values are not recommended for survey control.
 AB3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3999.See file dsdata.txt to determine how the superseded data were derived.
 AB3999
 AB3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1044486901(NAD 83)
 AB3999_MARKER: F = FLANGE-ENCASED ROD
 AB3999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3999_STAMPING: CAPE USCG 1996
 AB3999_MARK LOGO: NGS   
 AB3999_PROJECTION: FLUSH
 AB3999_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3999+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 AB3999_ROD/PIPE-DEPTH: 34.0 meters
 AB3999_SLEEVE-DEPTH  : 1.0 meters
 AB3999
 AB3999  HISTORY     - Date     Condition        Report By
 AB3999  HISTORY     - 1996     MONUMENTED       NGS
 AB3999  HISTORY     - 19960715 GOOD             NGS
 AB3999  HISTORY     - 20000131 GOOD             NGS
 AB3999  HISTORY     - 20010719 GOOD             VADOT
 AB3999  HISTORY     - 20010728 GOOD             USPSQD
 AB3999  HISTORY     - 20041015 GOOD             NGS
 AB3999
 AB3999                          STATION DESCRIPTION
 AB3999
 AB3999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 AB3999'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF THE INTERSECTION
 AB3999'OF US 58 AND US 60 AT THE OCEANFRONT OF VIRGINIA BEACH, VA AND ABOUT
 AB3999'8.10 MILES (13.04 KM) EAST OF THE INTERSECTION OF US 13 (CHESAPEAKE
 AB3999'BAY BRIDGE TUNNEL) AND US 60 ON THE GROUNDS OF THE FORT STORY U.S.
 AB3999'ARMY BASE LOCATED ON CAPE HENRY, VA.  OWNERSHIP--U.S.  GOVERNMENT. TO
 AB3999'REACH THE STATION FROM THE JUNCTION OF US 13 AND US 60 (SHORE DR) NEAR
 AB3999'THE THE SOUTH END OF THE CHESAPEAKE BAY BRIDGE TUNNEL, PROCEED
 AB3999'EASTERLY ON US 60 (SHORE DR) FOR 8.1 MI (13.0 KM) TO A TO AN
 AB3999'INTERSECTION, TRAFFIC LIGHT, AND SIGNS, LEFT, FOR THE EAST ENTRANCE TO
 AB3999'FORT STORY.  TURN LEFT ONTO ATLANTIC AVE.  AND PROCEED NORTH FOR 0.50
 AB3999'MI (0.80 KM) TO A GUARD HOUSE AND EAST GATE OF FORT STORY. CONTINUE
 AB3999'NORTHERLY THROUGH GATE FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 AB3999'LEFT ON THE SOUTH CORNER OF THE INTERSECTION OF ATLANTIC AVE. AND 1ST
 AB3999'LANDING RD.  THE STATION IS 42 FT (12.8 M) SOUTHWEST FROM THE
 AB3999'CENTERLINE OF ATLANTIC AVE., 34 FT (10.4 M) SOUTHEAST OF THE
 AB3999'CENTERLINE OF 1ST LANDING RD., 12 FT (3.7 M) SOUTHWEST OF A WITNESS
 AB3999'POST, AND 9 FT (2.7 M) SOUTHWEST OF A WOOD SIGN DESIGNATING --USN EOD
 AB3999'MOBILE UNIT TEN--.  THE STATION IS A STAINLESS STEEL ROD DRIVEN TO
 AB3999'REFUSAL SET IN A PVC PIPE WITH A GREASED SLEEVE WITH A STANDARD NGS
 AB3999'LOGO CAP SET FLUSH WITH THE GROUND STAMPED --CAPE USCG 1996--.
 AB3999
 AB3999                          STATION RECOVERY (1996)
 AB3999
 AB3999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 AB3999'RECOVERED AS DESCRIBED.
 AB3999
 AB3999                          STATION RECOVERY (2000)
 AB3999
 AB3999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AB3999'RECOVERED BY NATIONAL GEODETIC SURVEY, RECOVERED AS PREVIOUSLY
 AB3999'DESCRIBED.
 AB3999
 AB3999                          STATION RECOVERY (2001)
 AB3999
 AB3999'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 AB3999'RECOVERED AS DESCRIBED.
 AB3999' 
 AB3999' 
 AB3999'
 AB3999
 AB3999                          STATION RECOVERY (2001)
 AB3999
 AB3999'RECOVERY NOTE BY US POWER SQUADRON 2001 (GKK)
 AB3999'RECOVERED IN GOOD CONDITION. IT SHOULD BE NOTED THAT THE WITNESS POST
 AB3999'IS NO LONGER THERE. IT IS NOT REALLY NEEDED THOUGH AS STATION IS
 AB3999'EASILY ACCESSIBLE.
 AB3999
 AB3999                          STATION RECOVERY (2004)
 AB3999
 AB3999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 AB3999'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0338 ***********************************************************************
 GV0338  DESIGNATION -  CAPE CHARLES
 GV0338  PID         -  GV0338
 GV0338  STATE/COUNTY-  VA/NORTHAMPTON
 GV0338  USGS QUAD   -  CAPE CHARLES (1986)
 GV0338
 GV0338                         *CURRENT SURVEY CONTROL
 GV0338  ___________________________________________________________________
 GV0338* NAD 83(1993)-  37 15 46.27133(N)    076 01 21.94314(W)     ADJUSTED  
 GV0338* NAVD 88     -         5.261  (meters)      17.26   (feet)  POSTED    
 GV0338  ___________________________________________________________________
 GV0338  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV0338  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 GV0338  DYNAMIC HT  -           5.260 (meters)      17.26  (feet)  COMP
 GV0338  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 GV0338
 GV0338  HORZ ORDER  -  SECOND
 GV0338  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV0338
 GV0338.The horizontal coordinates were established by classical geodetic methods
 GV0338.and adjusted by the National Geodetic Survey in September 1995..
 GV0338
 GV0338.The orthometric height was determined by differential leveling
 GV0338.and adjusted by the National Geodetic Survey in 1992..
 GV0338.No vertical observational check was made to the station.
 GV0338.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV0338.was located on a no-check spur therefore a value was not computed.
 GV0338
 GV0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0338
 GV0338.The geoid height was determined by GEOID03.
 GV0338
 GV0338.The dynamic height is computed by dividing the NAVD 88
 GV0338.geopotential number by the normal gravity value computed on the
 GV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0338.degrees latitude (g = 980.6199 gals.).
 GV0338
 GV0338.The modeled gravity was interpolated from observed gravity values.
 GV0338
 GV0338;                    North         East     Units Scale Factor Converg.
 GV0338;SPC VA S     - 1,106,035.756 3,719,704.897   MT  0.99994706   +1 30 12.6
 GV0338;SPC VA S     - 3,628,718.98 12,203,731.82   sFT  0.99994706   +1 30 12.6
 GV0338;UTM  18      - 4,124,522.284   409,311.572   MT  0.99970131   -0 37 09.5
 GV0338
 GV0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0338!SPC VA S     -   1.00000496  x   0.99994706  =   0.99995202
 GV0338!UTM  18      -   1.00000496  x   0.99970131  =   0.99970627
 GV0338
 GV0338:                Primary Azimuth Mark                     Grid Az
 GV0338:SPC VA S     -  CHERRYSTONE CHANNEL LIGHT 16             359 29 44.8
 GV0338:UTM  18      -  CHERRYSTONE CHANNEL LIGHT 16             001 37 06.9
 GV0338
 GV0338|---------------------------------------------------------------------|
 GV0338| PID    Reference Object                     Distance      Geod. Az  |
 GV0338|                                                           dddmmss.s |
 GV0338| GV3875 CHERRYSTONE CHANNEL LIGHT 16        APPROX. 2.2 KM 0005957.4 |
 GV0338| DC9051 CAPE CHARLES RM 1                    44.842 METERS 02050     |
 GV0338| FW1020 CHERITON WEBSTER CANNING TANK       APPROX. 6.5 KM 0593708.1 |
 GV0338| FW1019 CHERITON WEBSTER CANNING STACK      APPROX. 6.5 KM 0600159.0 |
 GV0338| GV3868 CAPE CHARLES ICE PLANT STACK        APPROX. 1.2 KM 0645913.6 |
 GV0338| GV3890 CAPE CHARLES PA RR SHOP STACK       APPROX. 1.6 KM 0715821.3 |
 GV0338| GV3902 OLD PLANTATION FLATS LH 2           APPROX. 4.3 KM 2093350.6 |
 GV0338| GV3876 CHERRYSTONE CHANNEL LIGHT 7         APPROX. 0.8 KM 2582020.1 |
 GV0338| GV3866 CAPE CHARLES HBR RNG FR LT          460.374 METERS 2655701.8 |
 GV0338| GV3877 CHERRYSTONE CHANNEL LIGHT 9         APPROX. 0.7 KM 2845453.4 |
 GV0338| GV3889 CAPE CHARLES JETTY LIGHT            APPROX. 0.6 KM 3081916.5 |
 GV0338| DC9052 CAPE CHARLES RM 2                    35.238 METERS 32202     |
 GV0338| GV3867 CAPE CHARLES HBR RNG REAR LT        APPROX. 0.5 KM 3261314.2 |
 GV0338| GV3874 CHERRYSTONE CHANNEL LIGHT 13        APPROX. 1.1 KM 3323500.0 |
 GV0338| GV3888 CAPE CHARLES HBR BASIN LT           402.318 METERS 3412503.7 |
 GV0338| GV3886 WALK                                APPROX. 0.6 KM 3583223.3 |
 GV0338|---------------------------------------------------------------------|
 GV0338
 GV0338                          SUPERSEDED SURVEY CONTROL
 GV0338
 GV0338  NAD 83(1993)-  37 15 46.27581(N)    076 01 21.94859(W) AD(       ) 2
 GV0338  NAD 83(1986)-  37 15 46.27526(N)    076 01 21.97977(W) AD(       ) 2
 GV0338  NAD 27      -  37 15 45.77800(N)    076 01 23.21700(W) AD(       ) 2
 GV0338  NGVD 29 (??/??/??)    5.514  (m)           18.09   (f) ADJUSTED    1 2
 GV0338
 GV0338.Superseded values are not recommended for survey control.
 GV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0338.See file dsdata.txt to determine how the superseded data were derived.
 GV0338
 GV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0931224522(NAD 83)
 GV0338_MARKER: DS = TRIANGULATION STATION DISK
 GV0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0338_STAMPING: CAPE CHARLES 1939
 GV0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0338+STABILITY: SURFACE MOTION
 GV0338
 GV0338  HISTORY     - Date     Condition        Report By
 GV0338  HISTORY     - 1939     MONUMENTED       USE
 GV0338  HISTORY     - 1942     GOOD             CGS
 GV0338  HISTORY     - 1952     GOOD             CGS
 GV0338  HISTORY     - 1954     GOOD             USN
 GV0338  HISTORY     - 1954     GOOD             CGS
 GV0338  HISTORY     - 1963     MARK NOT FOUND   USE
 GV0338  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV0338  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 GV0338
 GV0338                          STATION DESCRIPTION
 GV0338
 GV0338'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 GV0338'STATION IS LOCATED ON THE POINT OF SANDY LAND ABOUT 200 YARDS
 GV0338'S OF THE S SIDE OF CAPE CHARLES HARBOR AND ABOUT 150 YARDS
 GV0338'E OF THE BAY SHORE.
 GV0338'
 GV0338'SURFACE AND UNDERGROUND MARKS ARE MARKED, AS DESCRIBED IN
 GV0338'NOTES 1A AND 7A, BY A CORPS OF ENGINEERS, U.S. ARMY STANDARD
 GV0338'DISKS STAMPED CAPE CHARLES, 1939.  SURFACE MARK IS SET IN
 GV0338'ABOUT A 12- BY 12-INCH CONCRETE BLOCK PROJECTING ABOUT 10
 GV0338'INCHES.  THE MARK WAS ESTABLISHED BY THE U.S. ARMY.
 GV0338'
 GV0338'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GV0338'AS DESCRIBED IN NOTE 11A.
 GV0338'
 GV0338'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 65 FEET W
 GV0338'OF A TRAIL ROAD.  IT IS STAMPED CAPE CHARLES, U.S.E., 1939.
 GV0338'
 GV0338'REFERENCE MARK NO. 2 IS NW OF THE STATION, 58 FEET E OF TOP
 GV0338'OF BANK AT BAY SHORE.  IT IS STAMPED CAPE CHARLES, U.S.E.,
 GV0338'1939, NO. 2.
 GV0338'
 GV0338'STATION IS REACHED FROM THE BANK BUILDING IN CAPE CHARLES
 GV0338'BY GOING N ON MASON AVENUE, TO NECTORINE STREET, AND AN OILED
 GV0338'ROAD TO THE RIGHT.  THENCE RIGHT AND CROSS BRIDGE ACROSS
 GV0338'RAILROAD TRACKS.  AT E END OF BRIDGE TAKE DIRT ROAD TO THE
 GV0338'RIGHT AND FOLLOW IT ALONG THE E SIDE OF CAPE CHARLES HARBOR
 GV0338'FOR ABOUT 0.2 MILE TO THE POINT AND STATION.
 GV0338'
 GV0338'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV0338
 GV0338                          STATION RECOVERY (1942)
 GV0338
 GV0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV0338'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 GV0338'THE DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY
 GV0338'PUBLICATION DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC
 GV0338'COAST, POPE ISLAND TO CAPE CHARLES, VIRGINIA--
 GV0338'
 GV0338'THE STATION IS LOCATED 50 YARDS E OF THE BAY SHORE INSTEAD
 GV0338'OF 150 YARDS.
 GV0338'
 GV0338'THE STATION PROJECTS 3 INCHES ABOVE GROUND, INSTEAD OF
 GV0338'10 INCHES.
 GV0338'
 GV0338'REFERENCE MARK NO. 1 IS 69.8 FEET W OF TRAIL ROAD, NOT 65
 GV0338'FEET AND IS A U.S. COAST AND GEODETIC SURVEY MARK, STAMPED
 GV0338'CAPE CHARLES 1939, NOT CAPE CHARLES U.S.E. 1939.
 GV0338'
 GV0338'REFERENCE MARK NO. 2 IS 62.5 FEET E OF TOP OF BANK AT
 GV0338'BAY SHORE, NOT 58 FEET AND IS A U.S. COAST AND GEODETIC
 GV0338'SURVEY MARK, STAMPED CAPE CHARLES 1939, NOT CAPE CHARLES U.S.E.
 GV0338'1939.
 GV0338'
 GV0338'THE STATION IS LOCATED ON A POINT OF SANDY LAND ABOUT 200 YARDS
 GV0338'S OF THE S SIDE OF CAPE CHARLES HARBOR, AND ABOUT 500 YARDS
 GV0338'E OF THE BAY SHORE, 74.9 METERS W OF A SAND SPOT AT SW END OF A
 GV0338'DREDGE BASIN, 61.3 METERS SE OF A TRAIL LEADING TO THE BEACH,
 GV0338'42.5 METERS E OF THE TOP OF THE BANK OF THE BAY SHORE.
 GV0338'
 GV0338'THE STATION IS A U.S. ARMY BRONZE DISK, STAMPED CORPS OF
 GV0338'ENGINEERS, CAPE CHARLES 1939, SET IN THE TOP OF A 12-INCH
 GV0338'SQUARE CONCRETE MONUMENT, WHICH EXTENDS 3 INCHES ABOVE THE
 GV0338'GROUND.  THE STATION IS IN GOOD CONDITION.
 GV0338'
 GV0338'THE STATION IS REACHED FROM THE BANK BUILDING IN CAPE CHARLES
 GV0338'BY GOING E ON MASON AVENUE TO NECTORINE STREET, TURN RIGHT
 GV0338'AT OILED ROAD AND CONTINUE ACROSS BRIDGE AND OVER RAILROAD
 GV0338'TRACKS, AT THE S END OF BRIDGE TAKE DIRT ROAD TO THE RIGHT
 GV0338'AND CONTINUE TO RIGHT ALONG THIS ROAD, ALONG THE S SIDE
 GV0338'OF CAPE CHARLES HARBOR FOR ABOUT 0.2 MILE TO THE END,
 GV0338'AND THEN WALK IN SW DIRECTION FOR ABOUT 400 FEET TO THE
 GV0338'STATION.
 GV0338
 GV0338                          STATION RECOVERY (1952)
 GV0338
 GV0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 GV0338'STATION MARK AND R.M. 1 WERE RECOVERED AS FOLLOWS.  R.M. 2
 GV0338'WAS SEARCHED FOR BUT NOT RECOVERED.
 GV0338'
 GV0338'STATION IS LOCATED ON S SIDE OF CAPE CHARLES HARBOR, ABOUT
 GV0338'0.2 MILE W ALONG S SHORE OF CAPE CHARLES FROM U.S. GOVERNMENT
 GV0338'WHARF, 197 FEET S OF S SHORE OF HARBOR, 17 FEET E OF HIGH
 GV0338'BANK OF CHESAPEAKE BAY, ABOUT 10 YARDS W OF HIGHEST POINT OF
 GV0338'SAND DUNE.
 GV0338'
 GV0338'STATION MARK IS A CORPS OF ENGINEERS BRONZE DISK SET IN A CONCRETE
 GV0338'POST PROJECTING 3 INCHES AND IS STAMPED CAPE CHARLES 1939.
 GV0338'
 GV0338'R.M. 1 IS N OF THE STATION, 47 FEET SE OF SHORELINE, AND
 GV0338'NEAR THE CENTER OF A RIGHT-ANGLE TURN IN SHORELINE.  IT IS A
 GV0338'U.S.C. AND G.S. REFERENCE-MARK DISK STAMPED CAPE CHARLES NO
 GV0338'1 1939 AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV0338'3 INCHES.
 GV0338
 GV0338                          STATION RECOVERY (1954)
 GV0338
 GV0338'RECOVERY NOTE BY US NAVY 1954
 GV0338'STATION RECOVERED AS DESCRIBED.
 GV0338
 GV0338                          STATION RECOVERY (1954)
 GV0338
 GV0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV0338'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 GV0338'REFERENCE MARK 2 HAS BEEN DESTROYED BY EROSION.  A NEW DESCRIPTION
 GV0338'FOLLOWS--
 GV0338'
 GV0338'THE STATION IS LOCATED ON A POINT OF SANDY LAND ABOUT 210 FT.
 GV0338'S OF THE S BANK OF CAPE CHARLES HARBOR, AND 97 FT. E OF THE
 GV0338'E SHORE (BLUFF) OF CHESAPEAKE BAY.  MARK IS A STANDARD CORP
 GV0338'OF ENGINEERS TRIANGULATION-STATION DISK, STAMPED CAPE CHARLES
 GV0338'1939 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 GV0338'PROJECTING 2 IN. ABOVE GROUND.
 GV0338'
 GV0338'REFERENCE MARK 1 IS 44.842 M. N OF THE STATION, 50 FT. E OF
 GV0338'THE E SHORE (BLUFF) OF CHESAPEAKE BAY, AND 61 FT. S OF THE
 GV0338'S BANK OF CAPE CHARLES HARBOR.  MARK IS A STANDARD U.S.C.
 GV0338'AND G.S. REFERENCE-MARK DISK, STAMPED CAPE CHARLES NO 1 1939
 GV0338'AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 GV0338'PROJECTING 5 IN. ABOVE GROUND.
 GV0338'
 GV0338'TO REACH THE STATION, GO TO THE TEXAS COMPANY BULK PLANT AT
 GV0338'THE SE END OF CAPE CHARLES HARBOR, GO W FOR 0.2 MI. TO THE
 GV0338'PULPWOOD LOADING DOCK, WALK W FOR 0.2 MI. ON THE S SIDE OF
 GV0338'CAPE CHARLES HARBOR TO THE STATION NEAR THE BLUFF.
 GV0338
 GV0338                          STATION RECOVERY (1963)
 GV0338
 GV0338'RECOVERY NOTE BY US ENGINEERS 1963 (RG)
 GV0338'STATION MARK AND RM NO. 1 NOT RECOVERED.  POSSIBLY DESTROYED WHEN
 GV0338'BAYSHORE CONCRETE PRODUCTS CO. CONSTRUCTED A PLANT AT DESCRIBED
 GV0338'LOCATION.
 GV0338'
 GV0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPE CHARLES.
 GV0338
 GV0338                          STATION RECOVERY (1963)
 GV0338
 GV0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV0338'AT CAPE CHARLES.
 GV0338'AT CAPE CHARLES, ON THE SOUTH SIDE OF CAPE CHARLES HARBOR,
 GV0338'0.2 MILE WEST ALONG THE SOUTH SHORE OF THE HARBOR FROM U.S.
 GV0338'GOVERNMENT WHARF, 197 FEET SOUTH OF THE SOUTH SHORE OF THE
 GV0338'HARBOR, 97 FEET EAST OF THE HIGH BANK OF THE CHESAPEAKE BAY
 GV0338'SHORE AND 30 FEET WEST OF THE HIGHEST POINT OF A SAND DUNE.
 GV0338'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED CAPE
 GV0338'CHARLES 1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 GV0338'INCHES ABOVE GROUND.
 GV0338
 GV0338                          STATION RECOVERY (2001)
 GV0338
 GV0338'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV0338'LOCAL KNOWLEDGE FROM CITY HISTORICAL SOCIETY SAYS THE RADIO TWR AND
 GV0338'CONCRETE BASES WERE REMOVED.  NOTHING FOUND AT THIS SITE.  STATION
 GV0338'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0946 ***********************************************************************
 FW0946  DESIGNATION -  CAPE CHARLES 77IST AN/FPS N TR
 FW0946  PID         -  FW0946
 FW0946  STATE/COUNTY-  VA/NORTHAMPTON
 FW0946  USGS QUAD   -  TOWNSEND (1989)
 FW0946
 FW0946                         *CURRENT SURVEY CONTROL
 FW0946  ___________________________________________________________________
 FW0946* NAD 83(1993)-  37 08 04.48520(N)    075 57 02.90518(W)     ADJUSTED  
 FW0946* NAVD 88     -                                                        
 FW0946  ___________________________________________________________________
 FW0946  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 FW0946  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0946
 FW0946  HORZ ORDER  -  THIRD
 FW0946
 FW0946.The horizontal coordinates were established by classical geodetic methods
 FW0946.and adjusted by the National Geodetic Survey in September 1995..
 FW0946
 FW0946
 FW0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0946
 FW0946.The geoid height was determined by GEOID03.
 FW0946
 FW0946;                    North         East     Units Scale Factor Converg.
 FW0946;SPC VA S     - 1,091,975.535 3,726,469.368   MT  0.99995362   +1 32 49.8
 FW0946;SPC VA S     - 3,582,589.73 12,225,924.92   sFT  0.99995362   +1 32 49.8
 FW0946;UTM  18      - 4,110,224.889   415,549.204   MT  0.99968785   -0 34 26.5
 FW0946
 FW0946                          SUPERSEDED SURVEY CONTROL
 FW0946
 FW0946  NAD 83(1986)-  37 08 04.48891(N)    075 57 02.94232(W) AD(       ) 4
 FW0946  NAD 27      -  37 08 03.97664(N)    075 57 04.19272(W) AD(       ) 3
 FW0946
 FW0946.Superseded values are not recommended for survey control.
 FW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0946.See file dsdata.txt to determine how the superseded data were derived.
 FW0946
 FW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1554910225(NAD 83)
 FW0946_MARKER: 92 = ANTENNA ON ROOF
 FW0946
 FW0946  HISTORY     - Date     Condition        Report By
 FW0946  HISTORY     - 1962     FIRST OBSERVED   CGS
 FW0946  HISTORY     - 1969     GOOD             CGS
 FW0946  HISTORY     - 1971     GOOD             NGS
 FW0946  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0946
 FW0946                          STATION DESCRIPTION
 FW0946
 FW0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0946'THE STATION IS THE SMALL ANTENNA MOUNTED AT THE TOP AND CENTER
 FW0946'OF THE ARMY NAVY FIXED GROUND SEARCH, DOMED SHAPED TOWER.
 FW0946'LOCATED ON CAPE CHARLES 771ST AIRCRAFT CONTROL AND WARNING
 FW0946'SQUADRON BASE.  IT IS THE NORTH DOMED SHAPED TOWER OF TWO
 FW0946'THAT ARE ABOUT 100.0 FEET APART.  THE STRUCTURE IS CONSTRUCTED
 FW0946'OF 12-CHANNEL IRON LEGS WITH A LARGE DOME SHAPED BUILDING
 FW0946'MOUNTED AT THEIR APEX.  THE OVERALL HEIGHT OF THE STRUCTURE
 FW0946'IS APPROXIMATELY 100.0 FEET.  THE LEGS ARE GREY AND THE DOME
 FW0946'IS WHITE.
 FW0946
 FW0946                          STATION RECOVERY (1969)
 FW0946
 FW0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 FW0946'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FW0946'IS ADEQUATE FOR RECOVERY.  THE TOWER DOME IS 116 FEET HIGH.
 FW0946
 FW0946                          STATION RECOVERY (1971)
 FW0946
 FW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 FW0946'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 FW0946'ADEQUATE FOR RECOVERY.
 FW0946
 FW0946                          STATION RECOVERY (2001)
 FW0946
 FW0946'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0946'CAPE CHARLES AFS CEASED OPERATONS IN EARLY 1980S. RADAR TOWER WAS TORN
 FW0946'DOWN.  EASTERN SHORE FISH AND GAME REFUGE EMPLOYEES CONFIRM THAT
 FW0946'TOWERS NOT LONGER EXIST.  SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0947 ***********************************************************************
 FW0947  DESIGNATION -  CAPE CHARLES 77IST AN/FPS S TR
 FW0947  PID         -  FW0947
 FW0947  STATE/COUNTY-  VA/NORTHAMPTON
 FW0947  USGS QUAD   -  TOWNSEND (1989)
 FW0947
 FW0947                         *CURRENT SURVEY CONTROL
 FW0947  ___________________________________________________________________
 FW0947* NAD 83(1993)-  37 08 02.75417(N)    075 57 02.91243(W)     ADJUSTED  
 FW0947* NAVD 88     -                                                        
 FW0947  ___________________________________________________________________
 FW0947  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 FW0947  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0947
 FW0947  HORZ ORDER  -  THIRD
 FW0947
 FW0947.The horizontal coordinates were established by classical geodetic methods
 FW0947.and adjusted by the National Geodetic Survey in September 1995..
 FW0947
 FW0947
 FW0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0947
 FW0947.The geoid height was determined by GEOID03.
 FW0947
 FW0947;                    North         East     Units Scale Factor Converg.
 FW0947;SPC VA S     - 1,091,922.188 3,726,470.630   MT  0.99995365   +1 32 49.8
 FW0947;SPC VA S     - 3,582,414.71 12,225,929.06   sFT  0.99995365   +1 32 49.8
 FW0947;UTM  18      - 4,110,171.546   415,548.491   MT  0.99968786   -0 34 26.5
 FW0947
 FW0947                          SUPERSEDED SURVEY CONTROL
 FW0947
 FW0947  NAD 83(1986)-  37 08 02.75790(N)    075 57 02.94948(W) AD(       ) 4
 FW0947  NAD 27      -  37 08 02.24636(N)    075 57 04.20170(W) AD(       ) 3
 FW0947
 FW0947.Superseded values are not recommended for survey control.
 FW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0947.See file dsdata.txt to determine how the superseded data were derived.
 FW0947
 FW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1554810172(NAD 83)
 FW0947_MARKER: 92 = ANTENNA ON ROOF
 FW0947
 FW0947  HISTORY     - Date     Condition        Report By
 FW0947  HISTORY     - 1962     FIRST OBSERVED   CGS
 FW0947  HISTORY     - 1969     GOOD             CGS
 FW0947  HISTORY     - 1971     GOOD             NGS
 FW0947  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0947
 FW0947                          STATION DESCRIPTION
 FW0947
 FW0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0947'THE STATION IS THE SMALL ANTENNA MOUNTED AT THE TOP AND CENTER
 FW0947'OF THE ARMY NAVY FIXED GROUND SEARCH, DOME SHAPED TOWER.
 FW0947'LOCATED ON CAPE CHARLES 771ST AIRCRAFT CONTROL AND WARNING
 FW0947'SQUADRON BASE.  IT IS THE SOUTH DOME SHAPED TOWER OF TWO THAT ARE
 FW0947'ABOUT 100.0 FEET APART.  THE STRUCTURE IS CONSTRUCTED OF
 FW0947'12-CHANNEL IRON LEGS WITH A LARGE DOME SHAPED BUILDING MOUNTED
 FW0947'AT THEIR APEX.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 FW0947'APPROXIMATELY 100.0 FEET.  THE LEGS ARE GREY AND THE DOME IS
 FW0947'WHITE.
 FW0947
 FW0947                          STATION RECOVERY (1969)
 FW0947
 FW0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 FW0947'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 FW0947'ADEQUATE FOR RECOVERY.  TOWER DOME IS 144 FEET TALL.
 FW0947
 FW0947                          STATION RECOVERY (1971)
 FW0947
 FW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 FW0947'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 FW0947'ADEQUATE FOR RECOVERY.
 FW0947'
 FW0947'THE RADAR IS NOW OPERATED BY THE FAA AS A LONG RANGE RADAR.
 FW0947
 FW0947                          STATION RECOVERY (2001)
 FW0947
 FW0947'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0947'CAPE CHARLES AFS CEASED OPERATONS IN EARLY 1980S. RADAR TOWER WAS TORN
 FW0947'DOWN.  EASTERN SHORE FISH AND GAME REFUGE EMPLOYEES CONFIRM THAT
 FW0947'TOWERS NOT LONGER EXIST.  SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0948 ***********************************************************************
 FW0948  DESIGNATION -  CAPE CHARLES 77IST AN/FPS TWR
 FW0948  PID         -  FW0948
 FW0948  STATE/COUNTY-  VA/NORTHAMPTON
 FW0948  USGS QUAD   -  TOWNSEND (1989)
 FW0948
 FW0948                         *CURRENT SURVEY CONTROL
 FW0948  ___________________________________________________________________
 FW0948* NAD 83(1993)-  37 07 57.60543(N)    075 57 13.56672(W)     ADJUSTED  
 FW0948* NAVD 88     -                                                        
 FW0948  ___________________________________________________________________
 FW0948  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 FW0948  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0948
 FW0948  HORZ ORDER  -  THIRD
 FW0948
 FW0948.The horizontal coordinates were established by classical geodetic methods
 FW0948.and adjusted by the National Geodetic Survey in September 1995..
 FW0948
 FW0948
 FW0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0948
 FW0948.The geoid height was determined by GEOID03.
 FW0948
 FW0948;                    North         East     Units Scale Factor Converg.
 FW0948;SPC VA S     - 1,091,756.433 3,726,212.049   MT  0.99995375   +1 32 43.3
 FW0948;SPC VA S     - 3,581,870.90 12,225,080.70   sFT  0.99995375   +1 32 43.3
 FW0948;UTM  18      - 4,110,015.517   415,284.022   MT  0.99968841   -0 34 32.8
 FW0948
 FW0948                          SUPERSEDED SURVEY CONTROL
 FW0948
 FW0948  NAD 83(1986)-  37 07 57.60920(N)    075 57 13.60388(W) AD(       ) 4
 FW0948  NAD 27      -  37 07 57.09678(N)    075 57 14.85394(W) AD(       ) 3
 FW0948
 FW0948.Superseded values are not recommended for survey control.
 FW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0948.See file dsdata.txt to determine how the superseded data were derived.
 FW0948
 FW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1528410016(NAD 83)
 FW0948_MARKER: 55 = TOWER
 FW0948
 FW0948  HISTORY     - Date     Condition        Report By
 FW0948  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0948  HISTORY     - 1962     GOOD             CGS
 FW0948  HISTORY     - 1969     GOOD             CGS
 FW0948  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0948
 FW0948                          STATION DESCRIPTION
 FW0948
 FW0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0948'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE KIPTOPEK
 FW0948'BEACH FERRY DOCK, ABOUT 1 MILE NORTH OF THE SOUTH END OF
 FW0948'WISE POINT AND ON THE CAPE CHARLES AIR FORCE BASE RESERVATION.
 FW0948'
 FW0948'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, 276 FEET HIGH,
 FW0948'PAINTED ALTERNATE RED AND WHITE, WITH TWO RELAY SCREENS NEAR
 FW0948'THE TOP AND A RED LIGHT ON TOP.  THE POINT INTERSECTED IS THE
 FW0948'RED LIGHT ON TOP.
 FW0948
 FW0948                          STATION RECOVERY (1962)
 FW0948
 FW0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0948'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FW0948'CONDITION, WITH THE EXCEPTION OF BEING THE WISE POINT AF
 FW0948'RADIO RELAY TOWER.  IT IS THE CAPE CHARLES CHESAPEAKE AND
 FW0948'POTOMAC TELEPHONE COMPANY TOWER.
 FW0948
 FW0948                          STATION RECOVERY (1969)
 FW0948
 FW0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 FW0948'STATION WAS RECOVERED IN GOOD CONDITION TOWER IS 282 FEET
 FW0948'IN HEIGHT.
 FW0948
 FW0948                          STATION RECOVERY (2001)
 FW0948
 FW0948'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0948'CAPE CHARLES AFS CEASED OPERATONS IN EARLY 1980S. RADAR TOWER WAS TORN
 FW0948'DOWN.  EASTERN SHORE FISH AND GAME REFUGE EMPLOYEES CONFIRM THAT
 FW0948'TOWERS NOT LONGER EXIST.  SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3892 ***********************************************************************
 GV3892  DESIGNATION -  CAPE CHARLES CITY RNG FR LT
 GV3892  PID         -  GV3892
 GV3892  STATE/COUNTY-  VA/NORTHAMPTON
 GV3892  USGS QUAD   -  ELLIOTTS CREEK (1992)
 GV3892
 GV3892                         *CURRENT SURVEY CONTROL
 GV3892  ___________________________________________________________________
 GV3892* NAD 83(1993)-  37 14 46.39652(N)    076 01 27.56094(W)     ADJUSTED  
 GV3892* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3892  ___________________________________________________________________
 GV3892  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV3892  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 GV3892
 GV3892  HORZ ORDER  -  THIRD
 GV3892
 GV3892.The horizontal coordinates were established by classical geodetic methods
 GV3892.and adjusted by the National Geodetic Survey in September 1995..
 GV3892
 GV3892.The orthometric height was scaled from a topographic map.
 GV3892
 GV3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3892
 GV3892.The geoid height was determined by GEOID03.
 GV3892
 GV3892;                    North         East     Units Scale Factor Converg.
 GV3892;SPC VA S     - 1,104,187.010 3,719,614.927   MT  0.99994763   +1 30 09.2
 GV3892;SPC VA S     - 3,622,653.55 12,203,436.64   sFT  0.99994763   +1 30 09.2
 GV3892;UTM  18      - 4,122,678.592   409,153.227   MT  0.99970166   -0 37 12.0
 GV3892
 GV3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3892!SPC VA S     -   1.00000583  x   0.99994763  =   0.99995346
 GV3892!UTM  18      -   1.00000583  x   0.99970166  =   0.99970749
 GV3892
 GV3892:                Primary Azimuth Mark                     Grid Az
 GV3892:SPC VA S     -  OLD PLANTATION FLATS LH 2                224 31 44.1
 GV3892:UTM  18      -  OLD PLANTATION FLATS LH 2                226 39 05.3
 GV3892
 GV3892|---------------------------------------------------------------------|
 GV3892| PID    Reference Object                     Distance      Geod. Az  |
 GV3892|                                                           dddmmss.s |
 GV3892| GV3902 OLD PLANTATION FLATS LH 2           APPROX. 2.8 KM 2260153.3 |
 GV3892|---------------------------------------------------------------------|
 GV3892
 GV3892                          SUPERSEDED SURVEY CONTROL
 GV3892
 GV3892  NAD 83(1993)-  37 14 46.38738(N)    076 01 27.56890(W) AD(       ) 3
 GV3892  NAD 83(1986)-  37 14 46.40020(N)    076 01 27.59787(W) AD(       ) 3
 GV3892  NAD 27      -  37 14 45.88700(N)    076 01 28.84300(W) AD(       ) 3
 GV3892
 GV3892.Superseded values are not recommended for survey control.
 GV3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3892.See file dsdata.txt to determine how the superseded data were derived.
 GV3892
 GV3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0915322679(NAD 83)
 GV3892_MARKER: 14 = NAVIGATION LIGHT
 GV3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3892+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 GV3892
 GV3892  HISTORY     - Date     Condition        Report By
 GV3892  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3892  HISTORY     - 20010505 GOOD             USPSQD
 GV3892
 GV3892                          STATION DESCRIPTION
 GV3892
 GV3892'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3892'LOCATED IN CHESAPEAKE BAY, ABOUT 1.4 MI. S OF CAPE CHARLES
 GV3892'HARBOR, AND 1200 FT. OFFSHORE.  STATION IS A THREE-PILE
 GV3892'STRUCTURE WITH A 5-FT. TANKHOUSE (BUILT OFF CENTER, W, FROM
 GV3892'THE CENTER OF THE PILINGS), AND A LIGHT ON TOP.  STRUCTURE IS
 GV3892'PAINTED WHITE.  LIGHT IS 19 FT. ABOVE MEAN HIGH WATER.
 GV3892
 GV3892                          STATION RECOVERY (2001)
 GV3892
 GV3892'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV3892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3865 ***********************************************************************
 GV3865  DESIGNATION -  CAPE CHARLES FRONT RANGE LIGHT
 GV3865  PID         -  GV3865
 GV3865  STATE/COUNTY-  VA/NORTHAMPTON
 GV3865  USGS QUAD   -  CAPE CHARLES (1986)
 GV3865
 GV3865                         *CURRENT SURVEY CONTROL
 GV3865  ___________________________________________________________________
 GV3865* NAD 83(1993)-  37 15 41.73662(N)    076 01 24.30525(W)     ADJUSTED  
 GV3865* NAVD 88     -                                                        
 GV3865  ___________________________________________________________________
 GV3865  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3865  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 GV3865
 GV3865  HORZ ORDER  -  THIRD
 GV3865
 GV3865.The horizontal coordinates were established by classical geodetic methods
 GV3865.and adjusted by the National Geodetic Survey in September 1995..
 GV3865
 GV3865
 GV3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3865
 GV3865.The geoid height was determined by GEOID03.
 GV3865
 GV3865;                    North         East     Units Scale Factor Converg.
 GV3865;SPC VA S     - 1,105,894.487 3,719,650.384   MT  0.99994710   +1 30 11.2
 GV3865;SPC VA S     - 3,628,255.50 12,203,552.97   sFT  0.99994710   +1 30 11.2
 GV3865;UTM  18      - 4,124,383.164   409,251.879   MT  0.99970144   -0 37 10.8
 GV3865
 GV3865                          SUPERSEDED SURVEY CONTROL
 GV3865
 GV3865  NAD 83(1993)-  37 15 41.73478(N)    076 01 24.30216(W) AD(       ) 4
 GV3865  NAD 83(1986)-  37 15 41.74020(N)    076 01 24.33930(W) AD(       ) 4
 GV3865  NAD 27      -  37 15 41.23700(N)    076 01 25.58600(W) AD(       ) 3
 GV3865
 GV3865.Superseded values are not recommended for survey control.
 GV3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3865.See file dsdata.txt to determine how the superseded data were derived.
 GV3865
 GV3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0925224383(NAD 83)
 GV3865_MARKER: 14 = NAVIGATION LIGHT
 GV3865
 GV3865  HISTORY     - Date     Condition        Report By
 GV3865  HISTORY     - 1914     FIRST OBSERVED   CGS
 GV3865
 GV3865                          STATION DESCRIPTION
 GV3865
 GV3865'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3888 ***********************************************************************
 GV3888  DESIGNATION -  CAPE CHARLES HBR BASIN LT
 GV3888  PID         -  GV3888
 GV3888  STATE/COUNTY-  VA/NORTHAMPTON
 GV3888  USGS QUAD   -  CAPE CHARLES (1986)
 GV3888
 GV3888                         *CURRENT SURVEY CONTROL
 GV3888  ___________________________________________________________________
 GV3888* NAD 83(1993)-  37 15 58.64114(N)    076 01 27.14649(W)     ADJUSTED  
 GV3888* NAVD 88     -                                                        
 GV3888  ___________________________________________________________________
 GV3888  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3888  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 GV3888
 GV3888  HORZ ORDER  -  THIRD
 GV3888
 GV3888.The horizontal coordinates were established by classical geodetic methods
 GV3888.and adjusted by the National Geodetic Survey in September 1995..
 GV3888
 GV3888
 GV3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3888
 GV3888.The geoid height was determined by GEOID03.
 GV3888
 GV3888;                    North         East     Units Scale Factor Converg.
 GV3888;SPC VA S     - 1,106,413.585 3,719,566.737   MT  0.99994695   +1 30 09.4
 GV3888;SPC VA S     - 3,629,958.57 12,203,278.54   sFT  0.99994695   +1 30 09.4
 GV3888;UTM  18      - 4,124,904.876   409,187.533   MT  0.99970159   -0 37 12.8
 GV3888
 GV3888                          SUPERSEDED SURVEY CONTROL
 GV3888
 GV3888  NAD 83(1993)-  37 15 58.64846(N)    076 01 27.15285(W) AD(       ) 4
 GV3888  NAD 83(1986)-  37 15 58.64517(N)    076 01 27.18312(W) AD(       ) 4
 GV3888  NAD 27      -  37 15 58.15100(N)    076 01 28.42000(W) AD(       ) 3
 GV3888
 GV3888.Superseded values are not recommended for survey control.
 GV3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3888.See file dsdata.txt to determine how the superseded data were derived.
 GV3888
 GV3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0918824905(NAD 83)
 GV3888_MARKER: 14 = NAVIGATION LIGHT
 GV3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3888+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GV3888
 GV3888  HISTORY     - Date     Condition        Report By
 GV3888  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3888  HISTORY     - 20020112 GOOD             USPSQD
 GV3888
 GV3888                          STATION DESCRIPTION
 GV3888
 GV3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3888'STATION IS THE LIGHT ATOP A BLACK PILE, 18 FT. HIGH, LOCATED
 GV3888'ABOUT 200 FT. S OF THE SHORE END OF THE ROCK JETTY AT CAPE
 GV3888'CHARLES HARBOR, CAPE CHARLES.
 GV3888
 GV3888                          STATION RECOVERY (2002)
 GV3888
 GV3888'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3866 ***********************************************************************
 GV3866  DESIGNATION -  CAPE CHARLES HBR RNG FR LT
 GV3866  PID         -  GV3866
 GV3866  STATE/COUNTY-  VA/NORTHAMPTON
 GV3866  USGS QUAD   -  CAPE CHARLES (1986)
 GV3866
 GV3866                         *CURRENT SURVEY CONTROL
 GV3866  ___________________________________________________________________
 GV3866* NAD 83(1993)-  37 15 45.21635(N)    076 01 40.58038(W)     ADJUSTED  
 GV3866* NAVD 88     -                                                        
 GV3866  ___________________________________________________________________
 GV3866  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 GV3866  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3866
 GV3866  HORZ ORDER  -  THIRD
 GV3866
 GV3866.The horizontal coordinates were established by classical geodetic methods
 GV3866.and adjusted by the National Geodetic Survey in September 1995..
 GV3866
 GV3866
 GV3866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3866
 GV3866.The geoid height was determined by GEOID03.
 GV3866
 GV3866;                    North         East     Units Scale Factor Converg.
 GV3866;SPC VA S     - 1,105,991.210 3,719,246.707   MT  0.99994707   +1 30 01.3
 GV3866;SPC VA S     - 3,628,572.83 12,202,228.57   sFT  0.99994707   +1 30 01.3
 GV3866;UTM  18      - 4,124,494.746   408,852.159   MT  0.99970234   -0 37 20.7
 GV3866
 GV3866                          SUPERSEDED SURVEY CONTROL
 GV3866
 GV3866  NAD 83(1993)-  37 15 45.22085(N)    076 01 40.59005(W) AD(       ) 4
 GV3866  NAD 83(1986)-  37 15 45.22034(N)    076 01 40.61714(W) AD(       ) 4
 GV3866  NAD 27      -  37 15 44.72400(N)    076 01 41.85800(W) AD(       ) 3
 GV3866
 GV3866.Superseded values are not recommended for survey control.
 GV3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3866.See file dsdata.txt to determine how the superseded data were derived.
 GV3866
 GV3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0885224495(NAD 83)
 GV3866_MARKER: 14 = NAVIGATION LIGHT
 GV3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3866+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GV3866
 GV3866  HISTORY     - Date     Condition        Report By
 GV3866  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3866  HISTORY     - 20020112 GOOD             USPSQD
 GV3866
 GV3866                          STATION DESCRIPTION
 GV3866
 GV3866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3866'STATION IS THE LIGHT ATOP A RED SLOTTED PILE STRUCTURE, 16 FT.
 GV3866'HIGH, LOCATED ABOUT 1300 FT. S OF CAPE CHARLES JETTY LIGHT,
 GV3866'AT CAPE CHARLES HARBOR, CAPE CHARLES.
 GV3866
 GV3866                          STATION RECOVERY (2002)
 GV3866
 GV3866'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3867 ***********************************************************************
 GV3867  DESIGNATION -  CAPE CHARLES HBR RNG REAR LT
 GV3867  PID         -  GV3867
 GV3867  STATE/COUNTY-  VA/NORTHAMPTON
 GV3867  USGS QUAD   -  CAPE CHARLES (1986)
 GV3867
 GV3867                         *CURRENT SURVEY CONTROL
 GV3867  ___________________________________________________________________
 GV3867* NAD 83(1993)-  37 16 00.24701(N)    076 01 33.64043(W)     ADJUSTED  
 GV3867* NAVD 88     -                                                        
 GV3867  ___________________________________________________________________
 GV3867  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 GV3867  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3867
 GV3867  HORZ ORDER  -  THIRD
 GV3867
 GV3867.The horizontal coordinates were established by classical geodetic methods
 GV3867.and adjusted by the National Geodetic Survey in September 1995..
 GV3867
 GV3867
 GV3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3867
 GV3867.The geoid height was determined by GEOID03.
 GV3867
 GV3867;                    North         East     Units Scale Factor Converg.
 GV3867;SPC VA S     - 1,106,458.878 3,719,405.500   MT  0.99994694   +1 30 05.5
 GV3867;SPC VA S     - 3,630,107.17 12,202,749.54   sFT  0.99994694   +1 30 05.5
 GV3867;UTM  18      - 4,124,956.098   409,028.123   MT  0.99970194   -0 37 16.8
 GV3867
 GV3867                          SUPERSEDED SURVEY CONTROL
 GV3867
 GV3867  NAD 83(1993)-  37 16 00.25477(N)    076 01 33.64820(W) AD(       ) 4
 GV3867  NAD 83(1986)-  37 16 00.25106(N)    076 01 33.67709(W) AD(       ) 4
 GV3867  NAD 27      -  37 15 59.75800(N)    076 01 34.91500(W) AD(       ) 3
 GV3867
 GV3867.Superseded values are not recommended for survey control.
 GV3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3867.See file dsdata.txt to determine how the superseded data were derived.
 GV3867
 GV3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0902824956(NAD 83)
 GV3867_MARKER: 14 = NAVIGATION LIGHT
 GV3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3867+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 GV3867
 GV3867  HISTORY     - Date     Condition        Report By
 GV3867  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3867  HISTORY     - 20010505 GOOD             USPSQD
 GV3867
 GV3867                          STATION DESCRIPTION
 GV3867
 GV3867'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3867'STATION IS THE LIGHT ATOP A WHITE SKELETON WOODEN TOWER
 GV3867'41 FT. HIGH, ABOUT 30 FT. S OF THE S EDGE AND THE MIDDLE OF
 GV3867'THE ROCK JETTY ON THE N SIDE OF CAPE CHARLES HARBOR, CAPE
 GV3867'CHARLES.
 GV3867
 GV3867                          STATION RECOVERY (2001)
 GV3867
 GV3867'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV3867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3868 ***********************************************************************
 GV3868  DESIGNATION -  CAPE CHARLES ICE PLANT STACK
 GV3868  PID         -  GV3868
 GV3868  STATE/COUNTY-  VA/NORTHAMPTON
 GV3868  USGS QUAD   -  CAPE CHARLES (1986)
 GV3868
 GV3868                         *CURRENT SURVEY CONTROL
 GV3868  ___________________________________________________________________
 GV3868* NAD 83(1993)-  37 16 02.87931(N)    076 00 37.39941(W)     ADJUSTED  
 GV3868* NAVD 88     -                                                        
 GV3868  ___________________________________________________________________
 GV3868  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3868  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 GV3868
 GV3868  HORZ ORDER  -  THIRD
 GV3868
 GV3868.The horizontal coordinates were established by classical geodetic methods
 GV3868.and adjusted by the National Geodetic Survey in September 1995..
 GV3868
 GV3868
 GV3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3868
 GV3868.The geoid height was determined by GEOID03.
 GV3868
 GV3868;                    North         East     Units Scale Factor Converg.
 GV3868;SPC VA S     - 1,106,576.418 3,720,788.520   MT  0.99994692   +1 30 39.6
 GV3868;SPC VA S     - 3,630,492.80 12,207,287.00   sFT  0.99994692   +1 30 39.6
 GV3868;UTM  18      - 4,125,022.312   410,414.207   MT  0.99969886   -0 36 42.7
 GV3868
 GV3868                          SUPERSEDED SURVEY CONTROL
 GV3868
 GV3868  NAD 83(1993)-  37 16 02.88502(N)    076 00 37.40298(W) AD(       ) 4
 GV3868  NAD 83(1986)-  37 16 02.88322(N)    076 00 37.43583(W) AD(       ) 4
 GV3868  NAD 27      -  37 16 02.38600(N)    076 00 38.67200(W) AD(       ) 3
 GV3868
 GV3868.Superseded values are not recommended for survey control.
 GV3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3868.See file dsdata.txt to determine how the superseded data were derived.
 GV3868
 GV3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1041425022(NAD 83)
 GV3868_MARKER: 63 = STACK
 GV3868
 GV3868  HISTORY     - Date     Condition        Report By
 GV3868  HISTORY     - 1939     FIRST OBSERVED   CGS
 GV3868  HISTORY     - 1954     GOOD             CGS
 GV3868  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 GV3868
 GV3868                          STATION DESCRIPTION
 GV3868
 GV3868'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 GV3868'THIS INTERSECTION STATION IS THE CENTER OF BRICK STACK OF
 GV3868'THE CAPE CHARLES ICE PLANT.  STACK WAS BUILT IN 1910 AND IS 85 FEET
 GV3868'HIGH.  ICE PLANT IS LOCATED ON THE E EDGE OF THE CITY OF CAPE
 GV3868'CHARLES.
 GV3868
 GV3868                          STATION RECOVERY (1954)
 GV3868
 GV3868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3868'STACK WAS RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 GV3868'(1939 EDITION) IS ADEQUATE WITH ONE EXCEPTION--
 GV3868'
 GV3868'STACK IS 95 FT. HIGH.
 GV3868
 GV3868                          STATION RECOVERY (2001)
 GV3868
 GV3868'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV3868'LOCAL KNOWLEDGE FROM CAPE CHARLES CITY HISTORICAL SOCIETY REMEMBERS
 GV3868'THE ICE PLANT AND ITS STACK.  THE PLANT AND STACK WERE TORN DOWN LAST
 GV3868'YEAR TO MAKE ROOM FOR A DRUG STORE.  STATION SHOULD BE CONSIDERED
 GV3868'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3889 ***********************************************************************
 GV3889  DESIGNATION -  CAPE CHARLES JETTY LIGHT
 GV3889  PID         -  GV3889
 GV3889  STATE/COUNTY-  VA/NORTHAMPTON
 GV3889  USGS QUAD   -  CAPE CHARLES (1986)
 GV3889
 GV3889                         *CURRENT SURVEY CONTROL
 GV3889  ___________________________________________________________________
 GV3889* NAD 83(1993)-  37 15 58.06892(N)    076 01 40.62049(W)     ADJUSTED  
 GV3889* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3889  ___________________________________________________________________
 GV3889  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 GV3889  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3889
 GV3889  HORZ ORDER  -  THIRD
 GV3889
 GV3889.The horizontal coordinates were established by classical geodetic methods
 GV3889.and adjusted by the National Geodetic Survey in September 1995..
 GV3889
 GV3889.The orthometric height was scaled from a topographic map.
 GV3889
 GV3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3889
 GV3889.The geoid height was determined by GEOID03.
 GV3889
 GV3889;                    North         East     Units Scale Factor Converg.
 GV3889;SPC VA S     - 1,106,387.252 3,719,235.345   MT  0.99994696   +1 30 01.3
 GV3889;SPC VA S     - 3,629,872.18 12,202,191.29   sFT  0.99994696   +1 30 01.3
 GV3889;UTM  18      - 4,124,890.841   408,855.475   MT  0.99970233   -0 37 20.9
 GV3889
 GV3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3889!SPC VA S     -   1.00000583  x   0.99994696  =   0.99995279
 GV3889!UTM  18      -   1.00000583  x   0.99970233  =   0.99970816
 GV3889
 GV3889:                Primary Azimuth Mark                     Grid Az
 GV3889:SPC VA S     -  CHERRYSTONE CHANNEL LIGHT 16             013 56 41.3
 GV3889:UTM  18      -  CHERRYSTONE CHANNEL LIGHT 16             016 04 03.5
 GV3889
 GV3889|---------------------------------------------------------------------|
 GV3889| PID    Reference Object                     Distance      Geod. Az  |
 GV3889|                                                           dddmmss.s |
 GV3889| GV3875 CHERRYSTONE CHANNEL LIGHT 16        APPROX. 1.9 KM 0152642.6 |
 GV3889| GV3886 WALK                                APPROX. 0.5 KM 0622239.0 |
 GV3889| GV3867 CAPE CHARLES HBR RNG REAR LT        184.625 METERS 06840     |
 GV3889| GV3890 CAPE CHARLES PA RR SHOP STACK       APPROX. 2.0 KM 0860329.5 |
 GV3889| GV3888 CAPE CHARLES HBR BASIN LT           332.454 METERS 08657     |
 GV3889| GV3866 CAPE CHARLES HBR RNG FR LT          396.227 METERS 17951     |
 GV3889| GV3902 OLD PLANTATION FLATS LH 2           APPROX. 4.5 KM 2020658.4 |
 GV3889| GV3876 CHERRYSTONE CHANNEL LIGHT 7         APPROX. 0.6 KM 2093430.6 |
 GV3889| GV3877 CHERRYSTONE CHANNEL LIGHT 9         306.515 METERS 23526     |
 GV3889| GV3874 CHERRYSTONE CHANNEL LIGHT 13        APPROX. 0.6 KM 3570004.2 |
 GV3889|---------------------------------------------------------------------|
 GV3889
 GV3889                          SUPERSEDED SURVEY CONTROL
 GV3889
 GV3889  NAD 83(1993)-  37 15 58.07631(N)    076 01 40.62987(W) AD(       ) 3
 GV3889  NAD 83(1986)-  37 15 58.07296(N)    076 01 40.65717(W) AD(       ) 3
 GV3889  NAD 27      -  37 15 57.58000(N)    076 01 41.89700(W) AD(       ) 3
 GV3889
 GV3889.Superseded values are not recommended for survey control.
 GV3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3889.See file dsdata.txt to determine how the superseded data were derived.
 GV3889
 GV3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0885524891(NAD 83)
 GV3889_MARKER: 14 = NAVIGATION LIGHT
 GV3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3889+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 GV3889
 GV3889  HISTORY     - Date     Condition        Report By
 GV3889  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3889  HISTORY     - 20010505 GOOD             USPSQD
 GV3889
 GV3889                          STATION DESCRIPTION
 GV3889
 GV3889'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3889'STATION IS THE TOP (CENTER) OF A PYRAMIDAL-SHAPED SKELETON
 GV3889'STEEL TOWER, 20 FT. HIGH, MOUNTED ON A SOILD CONCRETE BASE,
 GV3889'AT THE EXTREME W END OF THE ROCK JETTY ON THE N SIDE OF
 GV3889'ENTRANCE TO CAPE CHARLES HARBOR, CAPE CHARLES.
 GV3889
 GV3889                          STATION RECOVERY (2001)
 GV3889
 GV3889'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV3889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0922 ***********************************************************************
 FW0922  DESIGNATION -  CAPE CHARLES NEW CG STA SE COR
 FW0922  PID         -  FW0922
 FW0922  STATE/COUNTY-  VA/NORTHAMPTON
 FW0922  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0922
 FW0922                         *CURRENT SURVEY CONTROL
 FW0922  ___________________________________________________________________
 FW0922* NAD 83(1993)-  37 07 27.43430(N)    075 54 30.72687(W)     ADJUSTED  
 FW0922* NAVD 88     -                                                        
 FW0922  ___________________________________________________________________
 FW0922  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FW0922  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 FW0922
 FW0922  HORZ ORDER  -  THIRD
 FW0922
 FW0922.The horizontal coordinates were established by classical geodetic methods
 FW0922.and adjusted by the National Geodetic Survey in September 1995..
 FW0922
 FW0922
 FW0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0922
 FW0922.The geoid height was determined by GEOID03.
 FW0922
 FW0922;                    North         East     Units Scale Factor Converg.
 FW0922;SPC VA S     - 1,090,936.069 3,730,255.189   MT  0.99995436   +1 34 22.2
 FW0922;SPC VA S     - 3,579,179.42 12,238,345.57   sFT  0.99995436   +1 34 22.2
 FW0922;UTM  18      - 4,109,046.327   419,292.945   MT  0.99968024   -0 32 54.1
 FW0922
 FW0922                          SUPERSEDED SURVEY CONTROL
 FW0922
 FW0922  NAD 83(1986)-  37 07 27.43714(N)    075 54 30.76062(W) AD(       ) 4
 FW0922  NAD 27      -  37 07 26.85000(N)    075 54 32.09000(W) AD(       ) 3
 FW0922
 FW0922.Superseded values are not recommended for survey control.
 FW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0922.See file dsdata.txt to determine how the superseded data were derived.
 FW0922
 FW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1929309046(NAD 83)
 FW0922
 FW0922  HISTORY     - Date     Condition        Report By
 FW0922  HISTORY     - 1929     FIRST OBSERVED   CGS
 FW0922  HISTORY     - 1954     GOOD             CGS
 FW0922
 FW0922                          STATION DESCRIPTION
 FW0922
 FW0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0922'NO PREVIOUS DESCRIPTION.  THE COAST GUARD STATION BUILDING
 FW0922'IS STANDING AND IN GOOD CONDITION AND OCCUPIED.  THERE HAVE
 FW0922'BEEN NO CHANGES IN THE CONSTRUCTION OF THIS BUILDING SINCE
 FW0922'IT WAS BUILT.
 FW0922'
 FW0922'IT IS ASSUMED THAT THIS STATION IS STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0938 ***********************************************************************
 FW0938  DESIGNATION -  CAPE CHARLES NEW LH ECC 1939
 FW0938  PID         -  FW0938
 FW0938  STATE/COUNTY-  VA/NORTHAMPTON
 FW0938  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0938
 FW0938                         *CURRENT SURVEY CONTROL
 FW0938  ___________________________________________________________________
 FW0938* NAD 83(1993)-  37 07 22.46134(N)    075 54 23.38601(W)     ADJUSTED  
 FW0938* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 FW0938  ___________________________________________________________________
 FW0938  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 FW0938  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 FW0938
 FW0938  HORZ ORDER  -  SECOND
 FW0938
 FW0938.The horizontal coordinates were established by classical geodetic methods
 FW0938.and adjusted by the National Geodetic Survey in September 1995..
 FW0938.No horizontal observational check was made to the station.
 FW0938
 FW0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0938
 FW0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0938
 FW0938.The geoid height was determined by GEOID03.
 FW0938
 FW0938;                    North         East     Units Scale Factor Converg.
 FW0938;SPC VA S     - 1,090,787.804 3,730,440.533   MT  0.99995446   +1 34 26.6
 FW0938;SPC VA S     - 3,578,692.99 12,238,953.65   sFT  0.99995446   +1 34 26.6
 FW0938;UTM  18      - 4,108,891.346   419,472.626   MT  0.99967988   -0 32 49.6
 FW0938
 FW0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0938!SPC VA S     -   0.99999777  x   0.99995446  =   0.99995223
 FW0938!UTM  18      -   0.99999777  x   0.99967988  =   0.99967765
 FW0938
 FW0938:                Primary Azimuth Mark                     Grid Az
 FW0938:SPC VA S     -  CHESAPEAKE LIGHT                         142 55 12.4
 FW0938:UTM  18      -  CHESAPEAKE LIGHT                         145 02 28.6
 FW0938
 FW0938|---------------------------------------------------------------------|
 FW0938| PID    Reference Object                     Distance      Geod. Az  |
 FW0938|                                                           dddmmss.s |
 FW0938| FW1605 CHESAPEAKE LIGHT                    APPROX.29.7 KM 1442939.0 |
 FW0938|---------------------------------------------------------------------|
 FW0938
 FW0938                          SUPERSEDED SURVEY CONTROL
 FW0938
 FW0938  NAD 83(1993)-  37 07 19.87932(N)    075 54 23.42443(W) AD(       ) 2
 FW0938  NAD 83(1986)-  37 07 22.46530(N)    075 54 23.42443(W) AD(       ) 2
 FW0938  NAD 27      -  37 07 21.95076(N)    075 54 24.67467(W) AD(       ) 2
 FW0938  NGVD 29 (07/19/86)   51.8    (m)          170.     (f) VERT ANG       
 FW0938
 FW0938.Superseded values are not recommended for survey control.
 FW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0938.See file dsdata.txt to determine how the superseded data were derived.
 FW0938
 FW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1947308891(NAD 83)
 FW0938_MARKER: H = DRILL HOLE
 FW0938_SETTING: 0 = UNSPECIFIED SETTING
 FW0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0938
 FW0938  HISTORY     - Date     Condition        Report By
 FW0938  HISTORY     - 1939     MONUMENTED       CGS
 FW0938  HISTORY     - 1942     GOOD             CGS
 FW0938  HISTORY     - 1953     GOOD             CGS
 FW0938  HISTORY     - 1959     GOOD             CGS
 FW0938  HISTORY     - 1960     GOOD             CGS
 FW0938  HISTORY     - 1962     GOOD             CGS
 FW0938  HISTORY     - 1966     GOOD             CGS
 FW0938  HISTORY     - 1975     GOOD             NGS
 FW0938
 FW0938                          STATION DESCRIPTION
 FW0938
 FW0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW0938'THE STATION IS MARKED BY A 3/16-INCH DRILL HOLE THROUGH THE
 FW0938'FLOOR OF THE BALCONY UNDER THE LIGHT AT CAPE CHARLES LIGHTHOUSE.
 FW0938'THE STATION IS 0.914 METERS SW OF THE DOOR SILL TO THE BALCONY,
 FW0938'ON THE SW FACE OF THE TOWER.  THERE ARE THREE OTHER HOLES FORMING
 FW0938'A TRIANGLE AROUND THE STATION MARK DRILLED TO A DEPTH OF 1/4
 FW0938'INCH.  THE DRILL HOLE AT THE STATION CANNOT BE COLLIMATED
 FW0938'FROM THE GROUND BECAUSE OF THE INTERVENING BRACES.
 FW0938'
 FW0938'HEIGHT OF LIGHT ABOVE STATION MARK - 56 METERS.
 FW0938
 FW0938                          STATION RECOVERY (1942)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0938'THIS STATION IS MARKED BY A 3/16-INCH DRILL HOLE THROUGH THE
 FW0938'FLOOR OF THE BALCONY UNDER THE LIGHT AT CAPE CHARLES LIGHTHOUSE.
 FW0938'A SPRIG NAIL WAS INSERTED IN THE 3/16-INCH DRILL HOLE.  THE
 FW0938'STATION IS 0.914 METER SW OF THE DOOR SILL TO THE BALCONY.  THERE
 FW0938'ARE THREE OTHER HOLES (FAINTLY NOTICEABLE SINCE THEY HAVE BEEN
 FW0938'PAINTED OVER) FORMING A TRIANGLE AROUND THE STATION MARK,
 FW0938'AND WERE DRILLED TO A DEPTH OF 1/4 INCH.  THE DRILL HOLE AT
 FW0938'THE STATION CANNOT BE COLLIMATED FROM THE GROUND BECAUSE OF
 FW0938'THE INTERVENING BRACES.
 FW0938
 FW0938                          STATION RECOVERY (1953)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0938'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 FW0938'IS ADEQUATE AND COMPLETE.
 FW0938
 FW0938                          STATION RECOVERY (1959)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0938'STATION WAS RECOVERED AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS--
 FW0938'
 FW0938'STATION IS LOCATED AT THE LIGHTHOUSE ON SMITH ISLAND.  THE
 FW0938'STATION IS MARKED BY A 3/16 INCH DRILL HOLE THROUGH THE FLOOR
 FW0938'OF THE BALCONY UNDER THE LIGHT OF CAPE CHARLES LIGHTHOUSE.
 FW0938'IT IS 1.110 METERS WEST OF THE INSIDE CORNER OF THE SOUTH DOOR
 FW0938'SILL, 1.080 METERS SOUTHWEST OF THE INSIDE CORNER OF THE NORTH
 FW0938'DOOR SILL AND 0.035 METERS NORTH OF A SEAM RUNNING FROM THE
 FW0938'CENTER OF THE DOOR TO THE OUTER EDGE OF THE BALCONY.  THERE ARE
 FW0938'THREE OTHER HOLES FORMING A SMALL TRIANGLE AROUND THE STATION
 FW0938'MARK DRILLED TO A DEPTH OF 1/4 INCH.  THE DRILL HOLE AT THE
 FW0938'STATION CANNOT BE COLLIMATED FROM THE GROUND BECAUSE OF THE
 FW0938'INTERVENING BRACES.  THE STATION WILL NOT SEE OBJECTS TO
 FW0938'THE NORTHEAST AND EAST.
 FW0938'
 FW0938'ECCENTRIC POINT NUMBER 2 WAS PLACED WITH A CENTER PUNCH ON
 FW0938'THE BALCONY FLOOR TO SEE CUTS TO THE NORTHEAST.  IT IS 3.918
 FW0938'METERS NORTH-NORTHEAST OF STATION CAPE CHARLES NEW LIGHTHOUSE
 FW0938'ECCENTRIC 1939.
 FW0938
 FW0938                          STATION RECOVERY (1960)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0938'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE 1959
 FW0938'RECOVERY NOTE BY W.E.R. IS ADEQUATE AND COMPLETE.
 FW0938
 FW0938                          STATION RECOVERY (1962)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0938'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FW0938'STATION IS ON THE METAL FLOOR OF THE WALK AROUND THE LIGHTHOUSE,
 FW0938'NOT UNDER THE CENTER OF THE LIGHT OF THE LIGHTHOUSE.  THE
 FW0938'STATION IS MARKED BY A 3/16-INCH DRILL HOLE THROUGH THE FLOOR
 FW0938'OF THE WALK AROUND THE LIGHTHOUSE ABOUT 54.0 METERS ABOVE THE
 FW0938'GROUND SURFACE.  IT IS 0.95 METERS FROM THE CENTER OF THE DOOR,
 FW0938'0.95 METERS FROM EDGE OF INNER CYLINDER, 0.267 FROM THE INSIDE
 FW0938'OF THE GUARD RAIL EDGE, 2.075 METERS FROM THE CENTER OF THE
 FW0938'CYLINDER OF THE LIGHTHOUSE SHAFT IN WHICH THE LIGHT IS
 FW0938'MOUNTED ON.
 FW0938'
 FW0938'THE STATION IS DESCRIBED BY BEING A 3/16-INCH HOLE WITH THREE
 FW0938'OTHER HOLES FORMING A TRIANGLE DRILLED TO THE DEPTH OF 1/4
 FW0938'INCH.
 FW0938'
 FW0938'THE STATION MARK ON THE GROUND WAS SEARCHED FOR BUT NOT
 FW0938'RECOVERED.  ON THIS DATE THERE WAS NO DATA FOR RECOVERING
 FW0938'THE GROUND STATION.  IT IS NOT KNOWN IF THERE IS A GROUND
 FW0938'STATION MARK OR NOT.
 FW0938'
 FW0938'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 FW0938
 FW0938                          STATION RECOVERY (1966)
 FW0938
 FW0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FW0938'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FW0938'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE
 FW0938'DOOR SILL AND A SMALL DIFFERENCE WAS FOUND IN THE DISTANCE
 FW0938'TO THE CENTER OF THE LIGHT.  THE ORIGINAL DESCRIPTION IS
 FW0938'ADEQUATE.
 FW0938'
 FW0938'OLD DISTANCE TO DOOR SILL.  0.914 METERS
 FW0938'
 FW0938'NEW DISTANCE TO DOOR SILL.  0.882 METERS
 FW0938'
 FW0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 FW0938'MILES SE OF CAPE CHARLES
 FW0938
 FW0938                          STATION RECOVERY (1975)
 FW0938
 FW0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0938'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FW0938'
 FW0938'A KEY IS NEEDED TO GET TO THE TOP OF THIS LIGHTHOUSE.  IT CAN BE
 FW0938'GOTTEN FROM MR. THOMAS J PARSONS, WHO LIVES ABOUT 11 MILES NORTH
 FW0938'NORTHWEST OF THE LIGHTHOUSE IN THE WEST PART OF THE SMALL
 FW0938'SETTLEMENT OF OYSTER.
 FW0938'
 FW0938'A HELICOPTER WAS USED AT THIS TIME IN GETTING TO THIS LIGHTHOUSE AND
 FW0938'STATION SITE.
 FW0938'
 FW0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 FW0938'OF CAPE CHARLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0939 ***********************************************************************
 FW0939  DESIGNATION -  CAPE CHARLES NEW LH 1887
 FW0939  PID         -  FW0939
 FW0939  STATE/COUNTY-  VA/NORTHAMPTON
 FW0939  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0939
 FW0939                         *CURRENT SURVEY CONTROL
 FW0939  ___________________________________________________________________
 FW0939* NAD 83(1993)-  37 07 22.51539(N)    075 54 23.28532(W)     ADJUSTED  
 FW0939* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 FW0939  ___________________________________________________________________
 FW0939  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 FW0939  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 FW0939
 FW0939  HORZ ORDER  -  THIRD
 FW0939
 FW0939.The horizontal coordinates were established by classical geodetic methods
 FW0939.and adjusted by the National Geodetic Survey in September 1995..
 FW0939
 FW0939.The orthometric height was scaled from a topographic map.
 FW0939
 FW0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0939
 FW0939.The geoid height was determined by GEOID03.
 FW0939
 FW0939;                    North         East     Units Scale Factor Converg.
 FW0939;SPC VA S     - 1,090,789.538 3,730,442.972   MT  0.99995446   +1 34 26.7
 FW0939;SPC VA S     - 3,578,698.68 12,238,961.65   sFT  0.99995446   +1 34 26.7
 FW0939;UTM  18      - 4,108,892.988   419,475.126   MT  0.99967988   -0 32 49.6
 FW0939
 FW0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0939!SPC VA S     -   0.99999789  x   0.99995446  =   0.99995235
 FW0939!UTM  18      -   0.99999789  x   0.99967988  =   0.99967778
 FW0939
 FW0939:                Primary Azimuth Mark                     Grid Az
 FW0939:SPC VA S     -  CABLE                                    292 40 46.5
 FW0939:UTM  18      -  CABLE                                    294 48 02.8
 FW0939
 FW0939|---------------------------------------------------------------------|
 FW0939| PID    Reference Object                     Distance      Geod. Az  |
 FW0939|                                                           dddmmss.s |
 FW0939| FW0944 CABLE                               APPROX. 2.9 KM 2941513.2 |
 FW0939|---------------------------------------------------------------------|
 FW0939
 FW0939                          SUPERSEDED SURVEY CONTROL
 FW0939
 FW0939  NAD 83(1993)-  37 07 22.52125(N)    075 54 23.27876(W) AD(       ) 3
 FW0939  NAD 83(1986)-  37 07 22.51563(N)    075 54 23.32023(W) AD(       ) 3
 FW0939  NAD 27      -  37 07 22.00770(N)    075 54 24.57688(W) AD(       ) 3
 FW0939
 FW0939.Superseded values are not recommended for survey control.
 FW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0939.See file dsdata.txt to determine how the superseded data were derived.
 FW0939
 FW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1947508893(NAD 83)
 FW0939_MARKER: 13 = LIGHTHOUSE
 FW0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0939+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 FW0939
 FW0939  HISTORY     - Date     Condition        Report By
 FW0939  HISTORY     - 1887     FIRST OBSERVED   CGS
 FW0939  HISTORY     - 1896     GOOD             CGS
 FW0939  HISTORY     - 1929     GOOD             CGS
 FW0939  HISTORY     - 1953     GOOD             CGS
 FW0939  HISTORY     - 1959     GOOD             CGS
 FW0939  HISTORY     - 1962     GOOD             CGS
 FW0939  HISTORY     - 1962     GOOD             CGS
 FW0939  HISTORY     - 1966     GOOD             CGS
 FW0939  HISTORY     - 1980     GOOD             NOS
 FW0939  HISTORY     - 20010505 GOOD             USPSQD
 FW0939  HISTORY     - 20021227 GOOD             USPSQD
 FW0939
 FW0939                          STATION DESCRIPTION
 FW0939
 FW0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1896
 FW0939'RECOVERED.
 FW0939
 FW0939                          STATION RECOVERY (1929)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (JS)
 FW0939'STATION VISITED AND OCCUPIED.
 FW0939
 FW0939                          STATION RECOVERY (1953)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0939'STATION RECOVERED IN GOOD CONDITION
 FW0939
 FW0939                          STATION RECOVERY (1959)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0939'STATION RECOVERED IN GOOD CONDITION.
 FW0939
 FW0939                          STATION RECOVERY (1962)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0939'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW0939
 FW0939                          STATION RECOVERY (1962)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0939'NO AVAILABLE IMFORMATION STATING THAT THIS STATION HAS BEEN
 FW0939'INTERSECTED OR DESCRIBED ON THIS DATE.  A COMPLETE DESCRIPTION
 FW0939'OF THE STATION IS IN THE FOLLOWING NOTES.
 FW0939'
 FW0939'THE STATION IS THE TOP AND CENTER OF THE CAPE CHARLES NEW
 FW0939'LIGHTHOUSE.  LOCATED ON AND NEAR THE SOUTHWEST END OF SMITH
 FW0939'ISLAND.  IT IS A 4-STEEL CHANNEL IRON LEGGED STRUCTURE, WITH
 FW0939'A 10-FOOT IN DIAMETER CONCRETE, REINFORCED WITH STEEL, STRUCTURE,
 FW0939'WHICH HAS A LIGHT, ENCLOSED WITH GLASS, AT ITS TOP AND CENTER,
 FW0939'ABOUT 15-FEET FROM ITS TOP IS A STEEL WALK AROUND THE OUTSIDE
 FW0939'OF THE CYLINDER STRUCTURE.  THE STRUCTURE IS WHITE WITH AN
 FW0939'OVERALL HEIGHT OF APPROXIMATELY 190.0 FEET.
 FW0939
 FW0939                          STATION RECOVERY (1966)
 FW0939
 FW0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FW0939'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FW0939
 FW0939                          STATION RECOVERY (1980)
 FW0939
 FW0939'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW0939'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FW0939
 FW0939                          STATION RECOVERY (2001)
 FW0939
 FW0939'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0939'RECOVERED IN GOOD CONDITION.
 FW0939
 FW0939                          STATION RECOVERY (2002)
 FW0939
 FW0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 FW0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3870 ***********************************************************************
 GV3870  DESIGNATION -  CAPE CHARLES NORTH ME CHURCH
 GV3870  PID         -  GV3870
 GV3870  STATE/COUNTY-  VA/NORTHAMPTON
 GV3870  USGS QUAD   -  CAPE CHARLES (1986)
 GV3870
 GV3870                         *CURRENT SURVEY CONTROL
 GV3870  ___________________________________________________________________
 GV3870* NAD 83(1993)-  37 16 05.68168(N)    076 00 58.22124(W)     ADJUSTED  
 GV3870* NAVD 88     -                                                        
 GV3870  ___________________________________________________________________
 GV3870  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3870  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 GV3870
 GV3870  HORZ ORDER  -  THIRD
 GV3870
 GV3870.The horizontal coordinates were established by classical geodetic methods
 GV3870.and adjusted by the National Geodetic Survey in September 1995..
 GV3870
 GV3870
 GV3870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3870
 GV3870.The geoid height was determined by GEOID03.
 GV3870
 GV3870;                    North         East     Units Scale Factor Converg.
 GV3870;SPC VA S     - 1,106,649.265 3,720,273.432   MT  0.99994689   +1 30 27.0
 GV3870;SPC VA S     - 3,630,731.80 12,205,597.08   sFT  0.99994689   +1 30 27.0
 GV3870;UTM  18      - 4,125,114.166   409,902.297   MT  0.99969999   -0 36 55.4
 GV3870
 GV3870                          SUPERSEDED SURVEY CONTROL
 GV3870
 GV3870  NAD 83(1993)-  37 16 05.68114(N)    076 00 58.21900(W) AD(       ) 4
 GV3870  NAD 83(1986)-  37 16 05.68484(N)    076 00 58.25558(W) AD(       ) 4
 GV3870  NAD 27      -  37 16 05.18300(N)    076 00 59.50500(W) AD(       ) 3
 GV3870
 GV3870.Superseded values are not recommended for survey control.
 GV3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3870.See file dsdata.txt to determine how the superseded data were derived.
 GV3870
 GV3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0990225114(NAD 83)
 GV3870_MARKER: 90 = CHURCH SPIRE
 GV3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3870+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 GV3870
 GV3870  HISTORY     - Date     Condition        Report By
 GV3870  HISTORY     - 1914     FIRST OBSERVED   CGS
 GV3870  HISTORY     - 1934     GOOD             CGS
 GV3870  HISTORY     - 20010505 GOOD             USPSQD
 GV3870  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 GV3870
 GV3870                          STATION DESCRIPTION
 GV3870
 GV3870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3870'THIS CHURCH IS LOCATED ON THE CORNER OF RANDOLPH AVENUE AND
 GV3870'PEACH STREET AND IS THE THIRD CROSS STREET AND THE NE CORNER
 GV3870'AS YOU ENTER CAPE CHARLES FROM EASTVILLE.
 GV3870
 GV3870                          STATION RECOVERY (2001)
 GV3870
 GV3870'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 GV3870'RECOVERED IN GOOD CONDITION.
 GV3870
 GV3870                          STATION RECOVERY (2002)
 GV3870
 GV3870'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3871 ***********************************************************************
 GV3871  DESIGNATION -  CAPE CHARLES REAR RANGE LIGHT
 GV3871  PID         -  GV3871
 GV3871  STATE/COUNTY-  VA/NORTHAMPTON
 GV3871  USGS QUAD   -  CAPE CHARLES (1986)
 GV3871
 GV3871                         *CURRENT SURVEY CONTROL
 GV3871  ___________________________________________________________________
 GV3871* NAD 83(1993)-  37 15 43.94784(N)    076 01 22.30494(W)     ADJUSTED  
 GV3871* NAVD 88     -                                                        
 GV3871  ___________________________________________________________________
 GV3871  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3871  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 GV3871
 GV3871  HORZ ORDER  -  THIRD
 GV3871
 GV3871.The horizontal coordinates were established by classical geodetic methods
 GV3871.and adjusted by the National Geodetic Survey in September 1995..
 GV3871
 GV3871
 GV3871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3871
 GV3871.The geoid height was determined by GEOID03.
 GV3871
 GV3871;                    North         East     Units Scale Factor Converg.
 GV3871;SPC VA S     - 1,105,963.921 3,719,697.865   MT  0.99994708   +1 30 12.4
 GV3871;SPC VA S     - 3,628,483.30 12,203,708.75   sFT  0.99994708   +1 30 12.4
 GV3871;UTM  18      - 4,124,450.776   409,301.886   MT  0.99970133   -0 37 09.7
 GV3871
 GV3871                          SUPERSEDED SURVEY CONTROL
 GV3871
 GV3871  NAD 83(1993)-  37 15 43.94611(N)    076 01 22.30186(W) AD(       ) 4
 GV3871  NAD 83(1986)-  37 15 43.95137(N)    076 01 22.33895(W) AD(       ) 4
 GV3871  NAD 27      -  37 15 43.44700(N)    076 01 23.58100(W) AD(       ) 3
 GV3871
 GV3871.Superseded values are not recommended for survey control.
 GV3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3871.See file dsdata.txt to determine how the superseded data were derived.
 GV3871
 GV3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0930224451(NAD 83)
 GV3871_MARKER: 14 = NAVIGATION LIGHT
 GV3871
 GV3871  HISTORY     - Date     Condition        Report By
 GV3871  HISTORY     - 1914     FIRST OBSERVED   CGS
 GV3871
 GV3871                          STATION DESCRIPTION
 GV3871
 GV3871'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0339 ***********************************************************************
 GV0339  DESIGNATION -  CAPE CHARLES RM 1 USE
 GV0339  PID         -  GV0339
 GV0339  STATE/COUNTY-  VA/NORTHAMPTON
 GV0339  USGS QUAD   -  CAPE CHARLES (1986)
 GV0339
 GV0339                         *CURRENT SURVEY CONTROL
 GV0339  ___________________________________________________________________
 GV0339* NAD 83(1986)-  37 15 46.     (N)    076 01 22.     (W)     SCALED    
 GV0339* NAVD 88     -         5.510  (meters)      18.08   (feet)  POSTED    
 GV0339  ___________________________________________________________________
 GV0339  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 GV0339  DYNAMIC HT  -           5.510 (meters)      18.08  (feet)  COMP
 GV0339  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 GV0339
 GV0339  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV0339
 GV0339.The horizontal coordinates were scaled from a topographic map and have
 GV0339.an estimated accuracy of +/- 6 seconds.
 GV0339
 GV0339.The orthometric height was determined by differential leveling
 GV0339.and adjusted by the National Geodetic Survey in 1992..
 GV0339.No vertical observational check was made to the station.
 GV0339.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV0339.was located on a no-check spur therefore a value was not computed.
 GV0339
 GV0339.The geoid height was determined by GEOID03.
 GV0339
 GV0339.The dynamic height is computed by dividing the NAVD 88
 GV0339.geopotential number by the normal gravity value computed on the
 GV0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0339.degrees latitude (g = 980.6199 gals.).
 GV0339
 GV0339.The modeled gravity was interpolated from observed gravity values.
 GV0339
 GV0339;                    North         East    Units  Estimated Accuracy
 GV0339;SPC VA S     - 1,106,030.    3,719,700.      MT  (+/- 180 meters Scaled)
 GV0339
 GV0339                          SUPERSEDED SURVEY CONTROL
 GV0339
 GV0339  NGVD 29 (??/??/??)    5.762  (m)           18.90   (f) ADJUSTED    1 2
 GV0339
 GV0339.Superseded values are not recommended for survey control.
 GV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0339.See file dsdata.txt to determine how the superseded data were derived.
 GV0339
 GV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG093245(NAD 83)
 GV0339_MARKER: DR = REFERENCE MARK DISK
 GV0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0339_STAMPING: CAPE CHARLES NO 1 1939
 GV0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0339+STABILITY: SURFACE MOTION
 GV0339
 GV0339  HISTORY     - Date     Condition        Report By
 GV0339  HISTORY     - 1939     MONUMENTED       DOD
 GV0339  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV0339
 GV0339                          STATION DESCRIPTION
 GV0339
 GV0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV0339'AT CAPE CHARLES.
 GV0339'147 FEET NORTH OF TRIANGULATION STATION CAPE CHARLES (USE),
 GV0339'46 FEET SOUTHEAST OF SHORE LINE AND NEAR THE CENTER OF A
 GV0339'RIGHT-ANGLE TURN ON THE SHORE LINE.  A STANDARD REFERENCE MARK
 GV0339'DISK, STAMPED CAPE CHARLES NO 1 1939 AND SET IN TOP OF A CONCRETE
 GV0339'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3872 ***********************************************************************
 GV3872  DESIGNATION -  CAPE CHARLES WATER TANK CHAR
 GV3872  PID         -  GV3872
 GV3872  STATE/COUNTY-  VA/NORTHAMPTON
 GV3872  USGS QUAD   -  CAPE CHARLES (1986)
 GV3872
 GV3872                         *CURRENT SURVEY CONTROL
 GV3872  ___________________________________________________________________
 GV3872* NAD 83(1993)-  37 16 04.90860(N)    076 00 38.12391(W)     ADJUSTED  
 GV3872* NAVD 88     -                                                        
 GV3872  ___________________________________________________________________
 GV3872  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3872  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 GV3872
 GV3872  HORZ ORDER  -  THIRD
 GV3872
 GV3872.The horizontal coordinates were established by classical geodetic methods
 GV3872.and adjusted by the National Geodetic Survey in September 1995..
 GV3872
 GV3872
 GV3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3872
 GV3872.The geoid height was determined by GEOID03.
 GV3872
 GV3872;                    North         East     Units Scale Factor Converg.
 GV3872;SPC VA S     - 1,106,638.483 3,720,769.027   MT  0.99994690   +1 30 39.2
 GV3872;SPC VA S     - 3,630,696.42 12,207,223.05   sFT  0.99994690   +1 30 39.2
 GV3872;UTM  18      - 4,125,085.040   410,397.030   MT  0.99969890   -0 36 43.2
 GV3872
 GV3872                          SUPERSEDED SURVEY CONTROL
 GV3872
 GV3872  NAD 83(1993)-  37 16 04.90864(N)    076 00 38.12124(W) AD(       ) 4
 GV3872  NAD 83(1986)-  37 16 04.91168(N)    076 00 38.15851(W) AD(       ) 4
 GV3872  NAD 27      -  37 16 04.40900(N)    076 00 39.40800(W) AD(       ) 3
 GV3872
 GV3872.Superseded values are not recommended for survey control.
 GV3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3872.See file dsdata.txt to determine how the superseded data were derived.
 GV3872
 GV3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1039725085(NAD 83)
 GV3872_MARKER: 51 = TANK
 GV3872
 GV3872  HISTORY     - Date     Condition        Report By
 GV3872  HISTORY     - 1913     FIRST OBSERVED   CGS
 GV3872  HISTORY     - 1913     GOOD             CGS
 GV3872  HISTORY     - 1934     GOOD             CGS
 GV3872  HISTORY     - 1942     GOOD             CGS
 GV3872  HISTORY     - 1954     GOOD             CGS
 GV3872  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 GV3872
 GV3872                          STATION DESCRIPTION
 GV3872
 GV3872'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3872'SIGNAL CHAR IS THE FLAT AND WIDER OF TWIN TANKS OF THE CAPE
 GV3872'CHARLES CITY WATER WORKS SYSTEM, CAPE CHARLES CITY, VIRGINIA.
 GV3872
 GV3872                          STATION RECOVERY (1913)
 GV3872
 GV3872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3872'STATION TANK IS THE CENTER OF HIGH WATER TANK OF FISHERMANS
 GV3872'ISLAND, AT THE ENTRANCE OF CHESAPEAKE BAY.
 GV3872
 GV3872                          STATION RECOVERY (1934)
 GV3872
 GV3872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3872'STATION RECOVERED IN GOOD CONDITION.  LOCATED AT THE E EDGE
 GV3872'OF THE TOWN OF CAPE CHARLES, VIRGINIA, AT THE INTERSECTION
 GV3872'OF RANDOLPH AVENUE AND FIG STREET ON THE SE CORNER OF THE
 GV3872'INTERSECTION.  A BLACK STEEL WATER TANK ABOUT 100 FEET HIGH
 GV3872'LOCATED JUST TO THE W OF A TALLER ALUMINUM WATER TANK WHICH
 GV3872'WAS BUILT IN 1932.
 GV3872
 GV3872                          STATION RECOVERY (1942)
 GV3872
 GV3872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV3872'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE
 GV3872'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 GV3872'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 GV3872'ISLAND TO CAPE CHARLES, VIRGINIA--
 GV3872'
 GV3872'BOTH TANKS ARE NOT PAINTED GRAY.
 GV3872'
 GV3872'THE STATION IS LOCATED AT THE E EDGE OF THE TOWN OF CAPE
 GV3872'CHARLES, VIRGINIA, AT THE INTERSECTION OF RANDOLPH AVENUE AND
 GV3872'FIG STREET, ON THE SE CORNER OF THE INTERSECTION, 26.3 METERS
 GV3872'E OF THE CENTER LINE OF FIG STREET, 32.7 METERS SE OF THE
 GV3872'INTERSECTION OF RANDOLPH AVENUE AND FIG STREET, AND 18.1 METERS
 GV3872'S OF THE CENTER LINE OF RANDOLPH AVENUE.
 GV3872'
 GV3872'THE STATION IS A STEEL WATER TANK PAINTED METAL GRAY ABOUT
 GV3872'100 FEET HIGH LOCATED JUST TO THE W OF A TALLER WATER TANK.
 GV3872'THE STATION IS IN GOOD CONDITION.
 GV3872
 GV3872                          STATION RECOVERY (1954)
 GV3872
 GV3872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3872'TANK WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION,
 GV3872'1934 EDITION, IS ADEQUATE WITH ONE EXCEPTION--
 GV3872'
 GV3872'AN ALUMINUM-PAINTED WATER TANK, 110 FT. HIGH, LOCATED 40.40
 GV3872'FT. W OF A TALLER (115 FT. HIGH) ALUMINUM-PAINTED WATER TANK
 GV3872'WHICH WAS BUILT IN 1932.
 GV3872
 GV3872                          STATION RECOVERY (2002)
 GV3872
 GV3872'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9531 ***********************************************************************
 AF9531  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9531  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9531  DESIGNATION -  CAPE HENRY 1 CORS ARP
 AF9531  CORS_ID     -  CHR1
 AF9531  PID         -  AF9531
 AF9531  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AF9531  USGS QUAD   -  CAPE HENRY (1986)
 AF9531
 AF9531                         *CURRENT SURVEY CONTROL
 AF9531  ___________________________________________________________________
 AF9531* NAD 83(CORS)-  36 55 37.46225(N)    076 00 22.91809(W)     ADJUSTED  
 AF9531* NAVD 88     -        12.13   (meters)      39.8    (feet)  GPS OBS   
 AF9531  ___________________________________________________________________
 AF9531  EPOCH DATE  -        2002.00
 AF9531  X           -   1,234,422.052 (meters)                     COMP
 AF9531  Y           -  -4,953,340.986 (meters)                     COMP
 AF9531  Z           -   3,810,911.270 (meters)                     COMP
 AF9531  ELLIP HEIGHT-         -25.38  (meters)          (03/??/02) GPS OBS
 AF9531  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 AF9531
 AF9531  HORZ ORDER  -  SPECIAL (CORS)
 AF9531  ELLP ORDER  -  SPECIAL (CORS)
 AF9531
 AF9531.ITRF positions are available for this station.
 AF9531.The coordinates were established by GPS observations
 AF9531.and adjusted by the National Geodetic Survey in March 2002..
 AF9531.The coordinates are valid at the epoch date displayed above.
 AF9531.The epoch date for horizontal control is a decimal equivalence
 AF9531.of Year/Month/Day.
 AF9531
 AF9531.The orthometric height was determined by GPS observations and a
 AF9531.high-resolution geoid model using precise GPS observation and
 AF9531.processing techniques.
 AF9531
 AF9531.The PID for the CORS L1 Phase Center is AJ7882.
 AF9531
 AF9531.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9531
 AF9531.The ellipsoidal height was determined by GPS observations
 AF9531.and is referenced to NAD 83.
 AF9531
 AF9531.The geoid height was determined by GEOID03.
 AF9531
 AF9531;                    North         East     Units Scale Factor Converg.
 AF9531;SPC VA S     - 1,068,823.898 3,722,142.877   MT  0.99997476   +1 30 48.4
 AF9531;SPC VA S     - 3,506,633.07 12,211,730.42   sFT  0.99997476   +1 30 48.4
 AF9531
 AF9531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9531!SPC VA S     -   1.00000398  x   0.99997476  =   0.99997874
 AF9531
 AF9531                          SUPERSEDED SURVEY CONTROL
 AF9531
 AF9531  NAD 83(CORS)-  36 55 37.46316(N)    076 00 22.91840(W) AD(1997.00) c
 AF9531  NAD 83(CORS)-  36 55 37.46316(N)    076 00 22.91840(W) AD(1996.00) c
 AF9531  ELLIP H (04/??/96)  -25.40   (m)                       GP(1997.00) c c
 AF9531  ELLIP H (04/??/96)  -25.40   (m)                       GP(1996.00) c c
 AF9531
 AF9531.Superseded values are not recommended for survey control.
 AF9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9531.See file dsdata.txt to determine how the superseded data were derived.
 AF9531
 AF9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1037187255(NAD 83)
 AF9531_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9531
 AF9531                          STATION DESCRIPTION
 AF9531
 AF9531'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9531'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9531'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9531'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9531'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9531'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7882 ***********************************************************************
 AJ7882  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7882  DESIGNATION -  CAPE HENRY 1 CORS L1 PHASE CENTER
 AJ7882  CORS_ID     -  CHR1
 AJ7882  PID         -  AJ7882
 AJ7882  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ7882  USGS QUAD   -  CAPE HENRY (1986)
 AJ7882
 AJ7882                         *CURRENT SURVEY CONTROL
 AJ7882  ___________________________________________________________________
 AJ7882* NAD 83(CORS)-  36 55 37.46221(N)    076 00 22.91812(W)     ADJUSTED  
 AJ7882* NAVD 88     -                                                        
 AJ7882  ___________________________________________________________________
 AJ7882  EPOCH DATE  -        2002.00
 AJ7882  X           -   1,234,422.067 (meters)                     COMP
 AJ7882  Y           -  -4,953,341.048 (meters)                     COMP
 AJ7882  Z           -   3,810,911.317 (meters)                     COMP
 AJ7882  ELLIP HEIGHT-         -25.30  (meters)          (03/??/02) GPS OBS
 AJ7882  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 AJ7882
 AJ7882  HORZ ORDER  -  SPECIAL (CORS)
 AJ7882  ELLP ORDER  -  SPECIAL (CORS)
 AJ7882
 AJ7882.ITRF positions are available for this station.
 AJ7882.The coordinates were established by GPS observations
 AJ7882.and adjusted by the National Geodetic Survey in March 2002..
 AJ7882.The coordinates are valid at the epoch date displayed above.
 AJ7882.The epoch date for horizontal control is a decimal equivalence
 AJ7882.of Year/Month/Day.
 AJ7882
 AJ7882
 AJ7882.The PID for the CORS ARP is AF9531.
 AJ7882
 AJ7882.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7882
 AJ7882.The ellipsoidal height was determined by GPS observations
 AJ7882.and is referenced to NAD 83.
 AJ7882
 AJ7882.The geoid height was determined by GEOID03.
 AJ7882
 AJ7882;                    North         East     Units Scale Factor Converg.
 AJ7882;SPC VA S     - 1,068,823.897 3,722,142.876   MT  0.99997476   +1 30 48.4
 AJ7882;SPC VA S     - 3,506,633.07 12,211,730.42   sFT  0.99997476   +1 30 48.4
 AJ7882
 AJ7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7882!SPC VA S     -   1.00000397  x   0.99997476  =   0.99997873
 AJ7882
 AJ7882                          SUPERSEDED SURVEY CONTROL
 AJ7882
 AJ7882  NAD 83(CORS)-  36 55 37.46312(N)    076 00 22.91843(W) AD(1996.00) c
 AJ7882  NAD 83(CORS)-  36 55 37.46312(N)    076 00 22.91843(W) AD(1997.00) c
 AJ7882  ELLIP H (04/??/96)  -25.31   (m)                       GP(1997.00) c c
 AJ7882  ELLIP H (04/??/96)  -25.31   (m)                       GP(1996.00) c c
 AJ7882
 AJ7882.Superseded values are not recommended for survey control.
 AJ7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7882.See file dsdata.txt to determine how the superseded data were derived.
 AJ7882
 AJ7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1037187255(NAD 83)
 AJ7882_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7882
 AJ7882                          STATION DESCRIPTION
 AJ7882
 AJ7882'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7882'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7882'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7882'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7882'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7882'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9589 ***********************************************************************
 AF9589  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9589  DESIGNATION -  CAPE HENRY 2 CORS ARP
 AF9589  CORS_ID     -  CHR2
 AF9589  PID         -  AF9589
 AF9589  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AF9589  USGS QUAD   -  CAPE HENRY (1986)
 AF9589
 AF9589                         *CURRENT SURVEY CONTROL
 AF9589  ___________________________________________________________________
 AF9589* NAD 83(CORS)-  36 55 37.18244(N)    076 00 24.70983(W)     ADJUSTED  
 AF9589* NAVD 88     -                                                        
 AF9589  ___________________________________________________________________
 AF9589  EPOCH DATE  -        2002.00
 AF9589  X           -   1,234,380.195 (meters)                     COMP
 AF9589  Y           -  -4,953,356.403 (meters)                     COMP
 AF9589  Z           -   3,810,904.117 (meters)                     COMP
 AF9589  ELLIP HEIGHT-         -25.81  (meters)          (03/??/02) GPS OBS
 AF9589  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 AF9589
 AF9589  HORZ ORDER  -  SPECIAL (CORS)
 AF9589  ELLP ORDER  -  SPECIAL (CORS)
 AF9589
 AF9589.ITRF positions are available for this station.
 AF9589.The coordinates were established by GPS observations
 AF9589.and adjusted by the National Geodetic Survey in March 2002..
 AF9589.The coordinates are valid at the epoch date displayed above.
 AF9589.The epoch date for horizontal control is a decimal equivalence
 AF9589.of Year/Month/Day.
 AF9589
 AF9589
 AF9589.The PID for the CORS L1 Phase Center is DH9205.
 AF9589
 AF9589.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9589
 AF9589.The ellipsoidal height was determined by GPS observations
 AF9589.and is referenced to NAD 83.
 AF9589
 AF9589.The geoid height was determined by GEOID03.
 AF9589
 AF9589;                    North         East     Units Scale Factor Converg.
 AF9589;SPC VA S     - 1,068,814.104 3,722,098.778   MT  0.99997477   +1 30 47.3
 AF9589;SPC VA S     - 3,506,600.94 12,211,585.74   sFT  0.99997477   +1 30 47.3
 AF9589
 AF9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9589!SPC VA S     -   1.00000405  x   0.99997477  =   0.99997882
 AF9589
 AF9589                          SUPERSEDED SURVEY CONTROL
 AF9589
 AF9589  NAD 83(CORS)-  36 55 37.18308(N)    076 00 24.71004(W) AD(1997.00) c
 AF9589  NAD 83(CORS)-  36 55 37.18308(N)    076 00 24.71004(W) AD(1996.00) c
 AF9589  ELLIP H (05/??/96)  -25.81   (m)                       GP(1997.00) c c
 AF9589  ELLIP H (05/??/96)  -25.81   (m)                       GP(1996.00) c c
 AF9589
 AF9589.Superseded values are not recommended for survey control.
 AF9589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9589.See file dsdata.txt to determine how the superseded data were derived.
 AF9589
 AF9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1032687247(NAD 83)
 AF9589_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9589
 AF9589                          STATION DESCRIPTION
 AF9589
 AF9589'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9589'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9589'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9589'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9589'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9589'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9205 ***********************************************************************
 DH9205  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9205  DESIGNATION -  CAPE HENRY 2 CORS L1 PHASE CENTER
 DH9205  CORS_ID     -  CHR2
 DH9205  PID         -  DH9205
 DH9205  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 DH9205  USGS QUAD   -  CAPE HENRY (1986)
 DH9205
 DH9205                         *CURRENT SURVEY CONTROL
 DH9205  ___________________________________________________________________
 DH9205* NAD 83(CORS)-  36 55 37.18240(N)    076 00 24.70986(W)     ADJUSTED  
 DH9205* NAVD 88     -                                                        
 DH9205  ___________________________________________________________________
 DH9205  EPOCH DATE  -        2002.00
 DH9205  X           -   1,234,380.212 (meters)                     COMP
 DH9205  Y           -  -4,953,356.474 (meters)                     COMP
 DH9205  Z           -   3,810,904.170 (meters)                     COMP
 DH9205  ELLIP HEIGHT-         -25.72  (meters)          (03/??/02) GPS OBS
 DH9205  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 DH9205
 DH9205  HORZ ORDER  -  SPECIAL (CORS)
 DH9205  ELLP ORDER  -  SPECIAL (CORS)
 DH9205
 DH9205.ITRF positions are available for this station.
 DH9205.The coordinates were established by GPS observations
 DH9205.and adjusted by the National Geodetic Survey in March 2002..
 DH9205.The coordinates are valid at the epoch date displayed above.
 DH9205.The epoch date for horizontal control is a decimal equivalence
 DH9205.of Year/Month/Day.
 DH9205
 DH9205
 DH9205.The PID for the CORS ARP is AF9589.
 DH9205
 DH9205.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9205
 DH9205.The ellipsoidal height was determined by GPS observations
 DH9205.and is referenced to NAD 83.
 DH9205
 DH9205.The geoid height was determined by GEOID03.
 DH9205
 DH9205;                    North         East     Units Scale Factor Converg.
 DH9205;SPC VA S     - 1,068,814.103 3,722,098.777   MT  0.99997477   +1 30 47.3
 DH9205;SPC VA S     - 3,506,600.94 12,211,585.74   sFT  0.99997477   +1 30 47.3
 DH9205
 DH9205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9205!SPC VA S     -   1.00000404  x   0.99997477  =   0.99997881
 DH9205
 DH9205                          SUPERSEDED SURVEY CONTROL
 DH9205
 DH9205  NAD 83(CORS)-  36 55 37.18304(N)    076 00 24.71007(W) AD(1996.00) c
 DH9205  NAD 83(CORS)-  36 55 37.18304(N)    076 00 24.71007(W) AD(1997.00) c
 DH9205  ELLIP H (05/??/96)  -25.73   (m)                       GP(1997.00) c c
 DH9205  ELLIP H (05/??/96)  -25.73   (m)                       GP(1996.00) c c
 DH9205
 DH9205.Superseded values are not recommended for survey control.
 DH9205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9205.See file dsdata.txt to determine how the superseded data were derived.
 DH9205
 DH9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1032687247(NAD 83)
 DH9205_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9205
 DH9205                          STATION DESCRIPTION
 DH9205
 DH9205'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9205'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9205'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9205'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9205'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9205'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2970 ***********************************************************************
 FX2970  DESIGNATION -  CAPE HENRY LH ECC SW
 FX2970  PID         -  FX2970
 FX2970  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2970  USGS QUAD   -  CAPE HENRY (1986)
 FX2970
 FX2970                         *CURRENT SURVEY CONTROL
 FX2970  ___________________________________________________________________
 FX2970* NAD 83(1993)-  36 55 34.82694(N)    076 00 26.04022(W)     ADJUSTED  
 FX2970* NAVD 88     -        46.4    (meters)     152.     (feet)  VERTCON   
 FX2970  ___________________________________________________________________
 FX2970  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX2970  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX2970
 FX2970  HORZ ORDER  -  THIRD
 FX2970
 FX2970.The horizontal coordinates were established by classical geodetic methods
 FX2970.and adjusted by the National Geodetic Survey in September 1995..
 FX2970
 FX2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX2970
 FX2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2970
 FX2970.The geoid height was determined by GEOID03.
 FX2970
 FX2970;                    North         East     Units Scale Factor Converg.
 FX2970;SPC VA S     - 1,068,740.650 3,722,067.781   MT  0.99997486   +1 30 46.5
 FX2970;SPC VA S     - 3,506,359.95 12,211,484.04   sFT  0.99997486   +1 30 46.5
 FX2970;UTM  18      - 4,087,174.922   410,292.662   MT  0.99969914   -0 36 18.6
 FX2970
 FX2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2970!SPC VA S     -   0.99999861  x   0.99997486  =   0.99997347
 FX2970!UTM  18      -   0.99999861  x   0.99969914  =   0.99969775
 FX2970
 FX2970|---------------------------------------------------------------------|
 FX2970| PID    Reference Object                     Distance      Geod. Az  |
 FX2970|                                                           dddmmss.s |
 FX2970| FX2958 CAPE HENRY LIGHTHOUSE 1887            2.818 METERS 06850     |
 FX2970| FW1647 CAVALIER HOTEL CUPOLA               APPROX. 6.7 KM 1613514.4 |
 FX2970| FX0241 FORT STORY                          APPROX. 0.6 KM 1941814.6 |
 FX2970| FX2948 CAPE HENRY LIGHTHOUSE OLD            99.635 METERS 23226     |
 FX2970| FX2962 H 51 VA                             APPROX. 1.0 KM 2972741.7 |
 FX2970|---------------------------------------------------------------------|
 FX2970
 FX2970                          SUPERSEDED SURVEY CONTROL
 FX2970
 FX2970  NAD 83(1986)-  36 55 34.83239(N)    076 00 26.07905(W) AD(       ) 3
 FX2970  NAD 27      -  36 55 34.30164(N)    076 00 27.32351(W) AD(       ) 3
 FX2970  NGVD 29 (07/19/86)   46.6    (m)          153.     (f) VERT ANG       
 FX2970
 FX2970.Superseded values are not recommended for survey control.
 FX2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2970.See file dsdata.txt to determine how the superseded data were derived.
 FX2970
 FX2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1029387175(NAD 83)
 FX2970_MARKER: DD = SURVEY DISK
 FX2970_SETTING: 0 = UNSPECIFIED SETTING
 FX2970_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2970
 FX2970  HISTORY     - Date     Condition        Report By
 FX2970  HISTORY     - 1980     MONUMENTED       NOSAMC
 FX2970
 FX2970                          STATION DESCRIPTION
 FX2970
 FX2970'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX2970'THE STATION IS LOCATED ON THE LOWER OF TWO PLATFORMS ON THE
 FX2970'CAPE HENRY LIGHTHOUSE AT FORT STORY.
 FX2970'
 FX2970'TO REACH THE STATION FROM THE EAST GATE AT FORT STORY, GO NORTH
 FX2970'ON ATLANTIC AVENUE FOR 1.6 KM (1 MI) TO THE CAPE HENRY
 FX2970'LIGHTHOUSE AND THE STATION ON THE RIGHT.
 FX2970'
 FX2970'THE STATION IS A NOS BRASS DISK STAMPED---CAPE HENRY LH ECC 1979---,
 FX2970'EPOXIED TO THE METAL WALKWAY AROUND THE
 FX2970'LIGHTHOUSE.  A CROSS WITH A PUNCH MARK IN THE CENTER WAS
 FX2970'SET UNDER THE DISK.
 FX2970'IT IS LOCATED
 FX2970'1.28 METER (4.2 FT) NORTHWEST FROM THE LEG OF A METAL LADDER,
 FX2970'0.770 METER (2.52 FT) SOUTHWEST FROM THE WALL OF THE LIGHTHOUSE, AND
 FX2970'0.655 METER (2.15 FT) NORTHEAST FROM THE OUTER EDGE OF THE
 FX2970'WALKWAY.
 FX2970'
 FX2970'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NONE.
 FX2970'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2948 ***********************************************************************
 FX2948  DESIGNATION -  CAPE HENRY LIGHTHOUSE OLD
 FX2948  PID         -  FX2948
 FX2948  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2948  USGS QUAD   -  CAPE HENRY (1986)
 FX2948
 FX2948                         *CURRENT SURVEY CONTROL
 FX2948  ___________________________________________________________________
 FX2948* NAD 83(1993)-  36 55 32.85603(N)    076 00 29.23087(W)     ADJUSTED  
 FX2948* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 FX2948  ___________________________________________________________________
 FX2948  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FX2948  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX2948
 FX2948  HORZ ORDER  -  THIRD
 FX2948
 FX2948.The horizontal coordinates were established by classical geodetic methods
 FX2948.and adjusted by the National Geodetic Survey in September 1995..
 FX2948
 FX2948.The orthometric height was scaled from a topographic map.
 FX2948
 FX2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2948
 FX2948.The geoid height was determined by GEOID03.
 FX2948
 FX2948;                    North         East     Units Scale Factor Converg.
 FX2948;SPC VA S     - 1,068,677.831 3,721,990.448   MT  0.99997493   +1 30 44.6
 FX2948;SPC VA S     - 3,506,153.85 12,211,230.33   sFT  0.99997493   +1 30 44.6
 FX2948;UTM  18      - 4,087,115.021   410,213.082   MT  0.99969931   -0 36 20.5
 FX2948
 FX2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2948!SPC VA S     -   1.00000357  x   0.99997493  =   0.99997850
 FX2948!UTM  18      -   1.00000357  x   0.99969931  =   0.99970288
 FX2948
 FX2948                          SUPERSEDED SURVEY CONTROL
 FX2948
 FX2948  NAD 83(1986)-  36 55 32.86151(N)    076 00 29.26950(W) AD(       ) 4
 FX2948  NAD 27      -  36 55 32.33000(N)    076 00 30.51600(W) AD(       ) 3
 FX2948
 FX2948.Superseded values are not recommended for survey control.
 FX2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2948.See file dsdata.txt to determine how the superseded data were derived.
 FX2948
 FX2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1021387115(NAD 83)
 FX2948_MARKER: 13 = LIGHTHOUSE
 FX2948_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2948+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX2948
 FX2948  HISTORY     - Date     Condition        Report By
 FX2948  HISTORY     - 1869     FIRST OBSERVED   CGS
 FX2948  HISTORY     - 1944     GOOD             CGS
 FX2948  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX2948  HISTORY     - 1959     GOOD             CGS
 FX2948  HISTORY     - 1962     GOOD             CGS
 FX2948  HISTORY     - 1962     GOOD             CGS
 FX2948  HISTORY     - 1968     GOOD             CGS
 FX2948  HISTORY     - 1980     GOOD             NOSAMC
 FX2948  HISTORY     - 20010728 GOOD             USPSQD
 FX2948
 FX2948                          STATION DESCRIPTION
 FX2948
 FX2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX2948'STATION IS ABOUT 5.4 MILES FROM VIRGINIA BEACH POST OFFICE.
 FX2948'IT IS SITUATED ON A KNOLL ABOUT 20 FEET HIGHER THAN THE
 FX2948'SURROUNDING AREA AND IS ABOUT 103 METERS FROM THE NEW CAPE
 FX2948'HENRY LIGHTHOUSE, WHICH IS PAINTED BLACK AND WHITE.  THE
 FX2948'STATION IS CONSTRUCTED OF RED STONE, WITH A LARGE GREEN DOME
 FX2948'COVERING THE TOP.  IT IS LOCATED IN THE FORT STORY MILITARY
 FX2948'RESERVATION.
 FX2948
 FX2948                          STATION RECOVERY (1954)
 FX2948
 FX2948'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX2948'A BRICK LIGHTHOUSE WAS RECOVERED AS DESCRIBED.  HOWEVER, THE
 FX2948'LARGE GREEN DOME HAS BEEN REMOVED FROM THE TOP.
 FX2948
 FX2948                          STATION RECOVERY (1959)
 FX2948
 FX2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX2948'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX2948
 FX2948                          STATION RECOVERY (1962)
 FX2948
 FX2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX2948'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX2948
 FX2948                          STATION RECOVERY (1962)
 FX2948
 FX2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 FX2948'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX2948
 FX2948                          STATION RECOVERY (1968)
 FX2948
 FX2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX2948'STATION RECOVERED IN GOOD CONDITION.  IT IS 107 FEET HIGH.
 FX2948
 FX2948                          STATION RECOVERY (1980)
 FX2948
 FX2948'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX2948'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FX2948
 FX2948                          STATION RECOVERY (2001)
 FX2948
 FX2948'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX2948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2958 ***********************************************************************
 FX2958  DESIGNATION -  CAPE HENRY LIGHTHOUSE 1887
 FX2958  PID         -  FX2958
 FX2958  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2958  USGS QUAD   -  CAPE HENRY (1986)
 FX2958
 FX2958                         *CURRENT SURVEY CONTROL
 FX2958  ___________________________________________________________________
 FX2958* NAD 83(1993)-  36 55 34.85995(N)    076 00 25.93403(W)     ADJUSTED  
 FX2958* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX2958  ___________________________________________________________________
 FX2958  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX2958  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX2958
 FX2958  HORZ ORDER  -  THIRD
 FX2958
 FX2958.The horizontal coordinates were established by classical geodetic methods
 FX2958.and adjusted by the National Geodetic Survey in September 1995..
 FX2958
 FX2958.The orthometric height was scaled from a topographic map.
 FX2958
 FX2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2958
 FX2958.The geoid height was determined by GEOID03.
 FX2958
 FX2958;                    North         East     Units Scale Factor Converg.
 FX2958;SPC VA S     - 1,068,741.736 3,722,070.381   MT  0.99997485   +1 30 46.6
 FX2958;SPC VA S     - 3,506,363.51 12,211,492.57   sFT  0.99997485   +1 30 46.6
 FX2958;UTM  18      - 4,087,175.911   410,295.300   MT  0.99969913   -0 36 18.6
 FX2958
 FX2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2958!SPC VA S     -   1.00000530  x   0.99997485  =   0.99998015
 FX2958!UTM  18      -   1.00000530  x   0.99969913  =   0.99970443
 FX2958
 FX2958:                Primary Azimuth Mark                     Grid Az
 FX2958:SPC VA S     -  GLEN ROCK WATER TANK 1932                240 15 08.8
 FX2958:UTM  18      -  GLEN ROCK WATER TANK 1932                242 22 14.0
 FX2958
 FX2958|---------------------------------------------------------------------|
 FX2958| PID    Reference Object                     Distance      Geod. Az  |
 FX2958|                                                           dddmmss.s |
 FX2958| FX3011 GLEN ROCK WATER TANK 1932           APPROX.19.9 KM 2414555.4 |
 FX2958| FX3005 WATERWORKS CHIMNEY                  APPROX.18.6 KM 2505409.3 |
 FX2958| FX2947 BAYVILLE CHIMNEY                    APPROX.10.4 KM 2551234.9 |
 FX2958|---------------------------------------------------------------------|
 FX2958
 FX2958                          SUPERSEDED SURVEY CONTROL
 FX2958
 FX2958  NAD 83(1986)-  36 55 34.86545(N)    076 00 25.97265(W) AD(       ) 3
 FX2958  NAD 27      -  36 55 34.33500(N)    076 00 27.21600(W) AD(       ) 3
 FX2958
 FX2958.Superseded values are not recommended for survey control.
 FX2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2958.See file dsdata.txt to determine how the superseded data were derived.
 FX2958
 FX2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1029587176(NAD 83)
 FX2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2958+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX2958
 FX2958  HISTORY     - Date     Condition        Report By
 FX2958  HISTORY     - 1887     MONUMENTED       CGS
 FX2958  HISTORY     - 1929     GOOD             CGS
 FX2958  HISTORY     - 1931     GOOD             CGS
 FX2958  HISTORY     - 1932     GOOD             CGS
 FX2958  HISTORY     - 1943     GOOD             CGS
 FX2958  HISTORY     - 1954     GOOD             AMS
 FX2958  HISTORY     - 1959     GOOD             CGS
 FX2958  HISTORY     - 1962     GOOD             CGS
 FX2958  HISTORY     - 1962     GOOD             CGS
 FX2958  HISTORY     - 1966     GOOD             CGS
 FX2958  HISTORY     - 1968     GOOD             CGS
 FX2958  HISTORY     - 1980     GOOD             NOSAMC
 FX2958  HISTORY     - 20010728 GOOD             USPSQD
 FX2958
 FX2958                          STATION DESCRIPTION
 FX2958
 FX2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX2958'AT THE ENTRANCE TO CHESAPEAKE BAY.  CAPE HENRY LIGHTHOUSE
 FX2958'WAS OCCUPIED ECCENTRICALLY FROM THE LOWER OF THE TWO PLATFORMS
 FX2958'NEAR THE TOP OF THE TOWER AS A BASE STATION IN THE MAIN SCHEME
 FX2958'OF TRIANGULATION, AND FOR CUTS TO SEVERAL INTERSECTION STATIONS,
 FX2958'DURING THE MONTH OF AUGUST, 1929.
 FX2958
 FX2958                          STATION RECOVERY (1931)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX2958'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FX2958
 FX2958                          STATION RECOVERY (1932)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2958'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION
 FX2958'IS THE FINIAL OF THE BALL ATOP THE LIGHTHOUSE.
 FX2958
 FX2958                          STATION RECOVERY (1943)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX2958'RECOVERED AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1954)
 FX2958
 FX2958'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX2958'THE MARK, FINIAL ON THE BALL ATOP THE LIGHTHOUSE WAS RECOVERED
 FX2958'IN GOOD CONDITION AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1959)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JDE)
 FX2958'RECOVERED AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1962)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX2958'RECOVERED AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1962)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 FX2958'RECOVERED AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1966)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FX2958'RECOVERED AS DESCRIBED.
 FX2958
 FX2958                          STATION RECOVERY (1968)
 FX2958
 FX2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX2958'RECOVERED IN GOOD CONDITION.
 FX2958
 FX2958                          STATION RECOVERY (1980)
 FX2958
 FX2958'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX2958'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FX2958
 FX2958                          STATION RECOVERY (2001)
 FX2958
 FX2958'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX2958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2959 ***********************************************************************
 FX2959  DESIGNATION -  CAPE HENRY NEW LTHSE ECC 1966
 FX2959  PID         -  FX2959
 FX2959  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2959  USGS QUAD   -  CAPE HENRY (1986)
 FX2959
 FX2959                         *CURRENT SURVEY CONTROL
 FX2959  ___________________________________________________________________
 FX2959* NAD 83(1993)-  36 55 34.86310(N)    076 00 25.82343(W)     ADJUSTED  
 FX2959* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX2959  ___________________________________________________________________
 FX2959  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX2959  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX2959
 FX2959  HORZ ORDER  -  THIRD
 FX2959
 FX2959.The horizontal coordinates were established by classical geodetic methods
 FX2959.and adjusted by the National Geodetic Survey in September 1995..
 FX2959.No horizontal observational check was made to the station.
 FX2959
 FX2959.The orthometric height was scaled from a topographic map.
 FX2959
 FX2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2959
 FX2959.The geoid height was determined by GEOID03.
 FX2959
 FX2959;                    North         East     Units Scale Factor Converg.
 FX2959;SPC VA S     - 1,068,741.906 3,722,073.115   MT  0.99997485   +1 30 46.7
 FX2959;SPC VA S     - 3,506,364.07 12,211,501.54   sFT  0.99997485   +1 30 46.7
 FX2959;UTM  18      - 4,087,175.979   410,298.037   MT  0.99969912   -0 36 18.5
 FX2959
 FX2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2959!SPC VA S     -   1.00000530  x   0.99997485  =   0.99998015
 FX2959!UTM  18      -   1.00000530  x   0.99969912  =   0.99970442
 FX2959
 FX2959:                Primary Azimuth Mark                     Grid Az
 FX2959:SPC VA S     -  CAPE CHARLES NEW LH 1887                 020 47 18.0
 FX2959:UTM  18      -  CAPE CHARLES NEW LH 1887                 022 54 23.2
 FX2959
 FX2959|---------------------------------------------------------------------|
 FX2959| PID    Reference Object                     Distance      Geod. Az  |
 FX2959|                                                           dddmmss.s |
 FX2959| FW0939 CAPE CHARLES NEW LH 1887            APPROX.23.6 KM 0221804.7 |
 FX2959| FW1605 CHESAPEAKE LIGHT                    APPROX.26.3 KM 0950931.5 |
 FX2959| FX2958 CAPE HENRY LIGHTHOUSE 1887            2.739 METERS 26758     |
 FX2959|---------------------------------------------------------------------|
 FX2959
 FX2959                          SUPERSEDED SURVEY CONTROL
 FX2959
 FX2959  NAD 83(1986)-  36 55 34.86860(N)    076 00 25.86215(W) AD(       ) 3
 FX2959  NAD 27      -  36 55 34.33800(N)    076 00 27.10500(W) AD(       ) 3
 FX2959
 FX2959.Superseded values are not recommended for survey control.
 FX2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2959.See file dsdata.txt to determine how the superseded data were derived.
 FX2959
 FX2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1029887176(NAD 83)
 FX2959_MARKER: Z = SEE DESCRIPTION
 FX2959_SETTING: 0 = UNSPECIFIED SETTING
 FX2959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2959
 FX2959  HISTORY     - Date     Condition        Report By
 FX2959  HISTORY     - 1966     MONUMENTED       CGS
 FX2959  HISTORY     - 1968     GOOD             CGS
 FX2959  HISTORY     - 1975     GOOD             NGS
 FX2959  HISTORY     - 1976     MARK NOT FOUND   NGS
 FX2959
 FX2959                          STATION DESCRIPTION
 FX2959
 FX2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FX2959'AN ECCENTRIC POINT WAS OCCUPIED ON THE LOWER OF THE TWO
 FX2959'PLATFORMS NEAR THE TOP OF THE TOWER, ABOUT MIDWAY BETWEEN THE
 FX2959'DOOR LEADING TO THE PLATFORM AND THE OUTSIDE WALL.  POINT
 FX2959'WAS MARKED BY A PUNCH HOLE IN THE STEEL FLOOR OF THE PLATFORM.
 FX2959
 FX2959                          STATION RECOVERY (1968)
 FX2959
 FX2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCB)
 FX2959'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FX2959'
 FX2959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VIRGINIA
 FX2959'BEACH.
 FX2959
 FX2959                          STATION RECOVERY (1975)
 FX2959
 FX2959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FX2959'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FX2959'
 FX2959'AT THIS TIME A KEY WAS NEEDED AND IT WAS GOTTEN FROM THE COAST
 FX2959'GUARD OFFICE.
 FX2959
 FX2959                          STATION RECOVERY (1976)
 FX2959
 FX2959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX2959'STATION WAS SEARCHED FOR AND NOT FOUND.  APPARENTLY THE FLOOR HAS
 FX2959'BEEN RE-SURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1219 ***********************************************************************
 FX1219  DESIGNATION -  CAP=K 11
 FX1219  PID         -  FX1219
 FX1219  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1219  USGS QUAD   -  BOYKINS (1979)
 FX1219
 FX1219                         *CURRENT SURVEY CONTROL
 FX1219  ___________________________________________________________________
 FX1219* NAD 83(1993)-  36 36 05.50578(N)    077 10 01.76047(W)     ADJUSTED  
 FX1219* NAVD 88     -        23.635  (meters)      77.54   (feet)  POSTED    
 FX1219  ___________________________________________________________________
 FX1219  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FX1219  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FX1219  DYNAMIC HT  -          23.620 (meters)      77.49  (feet)  COMP
 FX1219  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 FX1219
 FX1219  HORZ ORDER  -  SECOND
 FX1219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1219
 FX1219.The horizontal coordinates were established by classical geodetic methods
 FX1219.and adjusted by the National Geodetic Survey in September 1995..
 FX1219
 FX1219.The orthometric height was determined by differential leveling
 FX1219.and adjusted by the National Geodetic Survey in 1992..
 FX1219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1219.rate of 0.0 thru 1.0 mm/km.
 FX1219
 FX1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1219
 FX1219.The geoid height was determined by GEOID03.
 FX1219
 FX1219.The dynamic height is computed by dividing the NAVD 88
 FX1219.geopotential number by the normal gravity value computed on the
 FX1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1219.degrees latitude (g = 980.6199 gals.).
 FX1219
 FX1219.The modeled gravity was interpolated from observed gravity values.
 FX1219
 FX1219;                    North         East     Units Scale Factor Converg.
 FX1219;SPC VA S     - 1,030,605.011 3,619,255.007   MT  1.00003408   +0 48 32.2
 FX1219;SPC VA S     - 3,381,243.27 11,874,172.47   sFT  1.00003408   +0 48 32.2
 FX1219;SPC NC       -   317,866.258   773,608.476   MT  1.00015045   +1 03 28.3
 FX1219;SPC NC       - 1,042,866.21  2,538,080.48   sFT  1.00015045   +1 03 28.3
 FX1219;UTM  18      - 4,052,856.597   306,160.007   MT  1.00006294   -1 17 33.2
 FX1219
 FX1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1219!SPC VA S     -   1.00000175  x   1.00003408  =   1.00003583
 FX1219!SPC NC       -   1.00000175  x   1.00015045  =   1.00015220
 FX1219!UTM  18      -   1.00000175  x   1.00006294  =   1.00006469
 FX1219
 FX1219:                Primary Azimuth Mark                     Grid Az
 FX1219:SPC VA S     -  CAN=I 11                                 053 51 41.5
 FX1219:SPC NC       -  CAN=I 11                                 053 36 45.4
 FX1219:UTM  18      -  CAN=I 11                                 055 57 46.9
 FX1219
 FX1219|---------------------------------------------------------------------|
 FX1219| PID    Reference Object                     Distance      Geod. Az  |
 FX1219|                                                           dddmmss.s |
 FX1219| FX1221 CAN=I 11                            APPROX. 1.3 KM 0544013.7 |
 FX1219| DC8134 CAP RM=J 11                          20.805 METERS 31014     |
 FX1219|---------------------------------------------------------------------|
 FX1219
 FX1219                          SUPERSEDED SURVEY CONTROL
 FX1219
 FX1219  NAD 83(1986)-  36 36 05.51193(N)    077 10 01.77627(W) AD(       ) 2
 FX1219  NAD 27      -  36 36 04.97440(N)    077 10 02.90050(W) AD(       ) 2
 FX1219  NGVD 29 (??/??/92)   23.981  (m)           78.68   (f) ADJ UNCH    1 2
 FX1219
 FX1219.Superseded values are not recommended for survey control.
 FX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1219.See file dsdata.txt to determine how the superseded data were derived.
 FX1219
 FX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0616052857(NAD 83)
 FX1219_MARKER: DS = TRIANGULATION STATION DISK
 FX1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1219_STAMPING: CAP K 11 K 11 1918
 FX1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1219+STABILITY: SURFACE MOTION
 FX1219
 FX1219  HISTORY     - Date     Condition        Report By
 FX1219  HISTORY     - 1918     MONUMENTED       CGS
 FX1219  HISTORY     - 1934     GOOD             CGS
 FX1219  HISTORY     - 1934     GOOD             CGS
 FX1219  HISTORY     - 1953     GOOD             NGS
 FX1219  HISTORY     - 1966     MARK NOT FOUND   USGS
 FX1219  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1219
 FX1219                          STATION DESCRIPTION
 FX1219
 FX1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1219'STATION ABOUT 2 MILES E OF THE SEABOARD AIR LINE RAILWAY
 FX1219'STATION AT BOYKINS, ABOUT 100 YARDS E OF MILEPOST 52, 5.860
 FX1219'METERS (19.23 FEET) S OF THE S RAIL, 25 YARDS E OF A COUNTY
 FX1219'ROAD, AND 200 YARDS W OF THE ONLY HOUSE IN THE VICINITY.
 FX1219'THE UNDERGROUND MARK IS A NAIL IN CONCRETE, AS DESCRIBED
 FX1219'THE SURFACE AND REFERENCE MARKS ARE BRONZE
 FX1219'TABLETS SET IN CONCRETE.
 FX1219'THE REFERENCE MARK IS 20.805 METERS (68.26 FEET) FROM THE
 FX1219'STATION N 49 DEG 56 MIN W.
 FX1219
 FX1219                          STATION RECOVERY (1934)
 FX1219
 FX1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1219'RECOVERED AS DESCRIBED EXCEPT THAT THE REFERENCE MARK COULD
 FX1219'NOT BE FOUND.
 FX1219
 FX1219                          STATION RECOVERY (1934)
 FX1219
 FX1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX1219'ABOUT 2.1 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1219'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 296 FEET
 FX1219'E OF MILEPOST 52, ABOUT 25 YARDS E OF A DIRT ROAD, 21 FEET
 FX1219'S OF THE S RAIL, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A
 FX1219'BRONZE TRIANGULATION STATION DISK, STAMPED CAP K 11 1918,
 FX1219'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FX1219'(23.966 METERS OR 78.628 FEET.)
 FX1219'
 FX1219'THE RM IS ABOUT 2.1 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1219'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 90 YARDS
 FX1219'E OF MILEPOST 52, ABOUT 68 FEET NW OF K 11=CAP, DESCRIBED
 FX1219'ABOVE, ABOUT 45 FEET N OF THE N RAIL, AND 4 FEET E OF A
 FX1219'ROAD CROSSING.  A BRONZE REFERENCE MARK DISK, SET IN THE
 FX1219'TOP OF A CONCRETE POST.  (25.586 METERS OR 83.943 FEET.)
 FX1219'
 FX1219'NOTE--THE ELEVATION GIVEN WAS DERIVED FROM THE LEVELING
 FX1219'OF 1918.  SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1934.
 FX1219
 FX1219                          STATION RECOVERY (1953)
 FX1219
 FX1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1219'2.2 MI NE FROM BOYKINS.
 FX1219'2.2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1219'THE STATION AT BOYKINS, 297 FEET EAST AND ACROSS TRACK AND
 FX1219'BLACK TOP ROAD 671 FROM MILE POST 52, 174 FEET EAST OF CENTER
 FX1219'OF CROSSING OF COUNTY ROAD 671, 20-1/2 FEET SOUTH OF SOUTH
 FX1219'RAIL, 79 FEET EAST OF A TELEPHONE POLE, 67 FEET WEST OF A
 FX1219'TELEPHONE POLE, 20-1/2 FEET NORTH OF R/W FENCE LINE, 3 FEET
 FX1219'BELOW TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 FX1219'UNDER GROUND.
 FX1219
 FX1219                          STATION RECOVERY (1966)
 FX1219
 FX1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FX1219'DESTROYED.
 FX1219
 FX1219                          STATION RECOVERY (1978)
 FX1219
 FX1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1219'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1444 ***********************************************************************
 JW1444  DESIGNATION -  CAPON
 JW1444  PID         -  JW1444
 JW1444  STATE/COUNTY-  VA/FREDERICK
 JW1444  USGS QUAD   -  CAPON SPRINGS (1987)
 JW1444
 JW1444                         *CURRENT SURVEY CONTROL
 JW1444  ___________________________________________________________________
 JW1444* NAD 83(1993)-  39 08 35.62261(N)    078 26 04.75006(W)     ADJUSTED  
 JW1444* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 JW1444  ___________________________________________________________________
 JW1444  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 JW1444  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JW1444
 JW1444  HORZ ORDER  -  FIRST
 JW1444
 JW1444.The horizontal coordinates were established by classical geodetic methods
 JW1444.and adjusted by the National Geodetic Survey in November 1994..
 JW1444
 JW1444.The orthometric height was scaled from a topographic map.
 JW1444
 JW1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1444
 JW1444.The geoid height was determined by GEOID03.
 JW1444
 JW1444;                    North         East     Units Scale Factor Converg.
 JW1444;SPC VA N     - 2,163,903.694 3,505,649.308   MT  0.99999042   +0 02 26.8
 JW1444;SPC VA N     - 7,099,407.37 11,501,451.10   sFT  0.99999042   +0 02 26.8
 JW1444;SPC WV N     -    71,955.330   692,096.480   MT  0.99997601   +0 40 46.0
 JW1444;UTM  17      - 4,335,805.284   721,704.565   MT  1.00020526   +1 37 12.2
 JW1444
 JW1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1444!SPC VA N     -   0.99986924  x   0.99999042  =   0.99985966
 JW1444!SPC WV N     -   0.99986924  x   0.99997601  =   0.99984525
 JW1444!UTM  17      -   0.99986924  x   1.00020526  =   1.00007447
 JW1444
 JW1444|---------------------------------------------------------------------|
 JW1444| PID    Reference Object                     Distance      Geod. Az  |
 JW1444|                                                           dddmmss.s |
 JW1444| CK6766 CAPON RM 1 A OFFSET                                08841     |
 JW1444| CK6765 CAPON RM 1                            3.921 METERS 10102     |
 JW1444| CK6767 CAPON RM 1 B OFFSET                                11430     |
 JW1444| JW1443 EAGLE                               APPROX. 3.7 KM 2125109.6 |
 JW1444| CK6764 CAPON AZ MK                                        2214814.2 |
 JW1444| CK6768 CAPON RM 2                            6.310 METERS 23831     |
 JW1444|---------------------------------------------------------------------|
 JW1444
 JW1444                          SUPERSEDED SURVEY CONTROL
 JW1444
 JW1444  NAD 83(1993)-  39 08 35.62374(N)    078 26 04.75454(W) AD(       ) 1
 JW1444  NAD 83(1986)-  39 08 35.62401(N)    078 26 04.75651(W) AD(       ) 1
 JW1444  NAD 27      -  39 08 35.24660(N)    078 26 05.73460(W) AD(       ) 1
 JW1444
 JW1444.Superseded values are not recommended for survey control.
 JW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1444.See file dsdata.txt to determine how the superseded data were derived.
 JW1444
 JW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD2170535805(NAD 83)
 JW1444_MARKER: DS = TRIANGULATION STATION DISK
 JW1444_SETTING: 66 = SET IN ROCK OUTCROP
 JW1444
 JW1444  HISTORY     - Date     Condition        Report By
 JW1444  HISTORY     - 1941     MONUMENTED       CGS
 JW1444  HISTORY     - 1952     GOOD             CGS
 JW1444  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 JW1444
 JW1444                          STATION DESCRIPTION
 JW1444
 JW1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1444'STATION IS ABOUT 16 MILES ESE OF WINCHESTER, VIRGINIA, ON
 JW1444'THE HIGHEST POINT OF A ROCKY KNOB KNOWN LOCALLY AS HIGH KNOB
 JW1444'WHICH IS THE VIRGINIA- WEST VIRGINIA STATE LINE.  THIS IS
 JW1444'THE FIRST MOUNTAIN TO THE W OF A SMALL PINNACLE.  THE U.S.G.S.
 JW1444'MARK COULD NOT BE FOUND, HOWEVER, THE NEW DISK WAS PLACED
 JW1444'APPROXIMATELY IN THE SAME POSITION AS THE OLD U.S.G.S. STATION.
 JW1444'
 JW1444'STATION MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE, SET
 JW1444'FLUSH IN 3- BY 2-FOOT ROCK OUTCROP THAT PROJECTS ABOUT 4 INCHES
 JW1444'AND IS STAMPED CAPON 1941.
 JW1444'
 JW1444'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A DRILL
 JW1444'HOLE, SET FLUSH IN A 3- BY 1-FOOT ROCK OUTCROP THAT PROJECTS
 JW1444'ABOUT 5 INCHES AND IS STAMPED CAPON NO. 1 1941.
 JW1444'
 JW1444'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A DRILL
 JW1444'HOLE, SET FLUSH IN A 8- BY 3-FOOT ROCK OUTCROP THAT PROJECTS
 JW1444'ABOUT 1 FOOT AND IS STAMPED CAPON NO. 2 1941.
 JW1444'
 JW1444'THE AZIMUTH MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE
 JW1444'SET FLUSH IN A 9- BY 5-FOOT BOULDER THAT IS ABOUT 4 FEET HIGH.
 JW1444'IT IS ON THE CREST OF THE RIDGE SURROUNDED BY THICK SCRUB
 JW1444'OAK, AND IS STAMPED CAPON 1941.
 JW1444'
 JW1444'TO REACH THE STATION FROM WINCHESTER, VIRGINIA, GO W ON U.S.
 JW1444'HIGHWAY 50 FOR 5.5 MILES TO A DIRT T-ROAD LEFT AT SIGN MR.
 JW1444'WILLIAMS TURN LEFT AND GO SOUTHERLY ON A DIRT ROAD FOR 6.4
 JW1444'MILES (0.2 MILE S OF MT. WILLIAM POST OFFICE) TO A FORKS,
 JW1444'TAKE THE RIGHT FORK AND GO 5 MILES TO ANOTHER FORKS, KEEP
 JW1444'RIGHT FORK AND CONTINUE FOR 0.1 MILE TO A FORKS, TAKE THE
 JW1444'RIGHT FORK, PASSING A SMALL CEMETERY ON THE RIGHT, AND GO 0.9
 JW1444'MILE, KEEPING STRAIGHT AHEAD AT ALL CROSSROADS, TO WIDO
 JW1444'RICHARDS HOUSE, PASS THROUGH THE GATE AND FOLLOW DIM TRAIL
 JW1444'ROAD FOR 0.05 MILE TO A FORKS, KEEP TO THE LEFT AND CONTINUE
 JW1444'FOR ABOUT 0.2 MILE TO A SMALL CLEARING AND THE END OF TRUCK
 JW1444'TRAVEL, FROM THIS POINT WALK WESTWARD UP A TRAIL TO THE
 JW1444'TOP OF THE FIRST RIDGE, GO SOUTHERLY ALONG THE CREST OF
 JW1444'THE RIDGE TO THE PINNACLE WHICH IS A BARE ROCKY POINT ABOUT
 JW1444'1.0 MILE WESTERLY OF RICHARDS HOUSE.  THE TRAIL ENDS
 JW1444'HERE.  FROM THIS POINT PROCEED WESTERLY ACROSS A GAP,
 JW1444'THROUGH HEAVY UNDERBRUSH, TO THE TOP OF THE NEXT RIDGE, THEN
 JW1444'CONTINUE NORTHERLY ALONG THE CREST OF THE RIDGE TO THE
 JW1444'HIGHEST POINT AND THE STATION.  THE PACK REQUIRES ABOUT 4
 JW1444'HOURS.
 JW1444'
 JW1444'NOTE--THERE IS A DISCREPANCY BETWEEN METERS AND FEET IN
 JW1444'THE DISTANCE TO THE REFERENCE MARKS.
 JW1444
 JW1444                          STATION RECOVERY (1952)
 JW1444
 JW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 JW1444'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JW1444'FOUND IN GOOD CONDITION.  A DISCREPANCY IS NOTED FOR THE
 JW1444'DISTANCE TO R.M. NO. 2.
 JW1444'
 JW1444'A NEW METHOD TO REACH THE STATION IS AS FOLLOWS--TO REACH
 JW1444'THE STATION FROM THE POST OFFICE IN WINCHESTER, GO WEST
 JW1444'ON U.S. HIGHWAY 50 FOR 5.3 MILES TO A SIDE ROAD LEFT, TURN
 JW1444'LEFT, CROSSING A CONCRETE BRIDGE AND RAILROAD TRACKS THENCE
 JW1444'CONTINUE AHEAD FOR 6.4 MILES TO A ROAD FORKS, PASSING THE
 JW1444'MT. WILLIAMS POST OFFICE AT 6.2 MILES.  TAKE THE RIGHT FORK
 JW1444'AND GO 4.4 MILES TO A SMALL STORE AND POST OFFICE ON THE
 JW1444'LEFT.  CONTINUE AHEAD FOR 0.2 MILE TO A FORK, TAKE RIGHT
 JW1444'FORK AND GO 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.1
 JW1444'MILE, PASSING A CEMETERY ON THE RIGHT, TO A ROAD FORK, KEEP
 JW1444'RIGHT FORK FOR 0.9 MILE TO A FORK RIGHT AND LEFT AND A
 JW1444'GRAVEL LANE LEADING STRAIGHT AHEAD, CONTINUE AHEAD ON LANE
 JW1444'FOR 0.25 MILE TO AN ABANDONED HOUSE, PASS THROUGH GATE AND
 JW1444'BARN LOT TO A WIRE FENCE, TURN LEFT ALONG FENCE LINE FOR
 JW1444'0.1 MILE TO A FORK AND TRIANGLE BLAZE.  TURN RIGHT,
 JW1444'UPHILL, AND FOLLOW A TRACK ROAD FOR 0.1 MILE TO THE END OF
 JW1444'TRUCK TRAVEL.  (PACK WESTERLY TO TOP OF RIDGE, THENCE
 JW1444'SOUTHERLY FOR ABOUT 0.3 MILE, THENCE RIGHT WESTERLY
 JW1444'DOWN HILL AND UP HILL TO TOP OF SECOND RIDGE, THENCE RIGHT
 JW1444'NORTHERLY ALONG RIDGE TO HIGHEST POINT AND STATION.) THIS
 JW1444'IS ABOUT A FOUR HOURS PACK.
 JW1444
 JW1444                          STATION RECOVERY (1998)
 JW1444
 JW1444'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4115 ***********************************************************************
 FX4115  DESIGNATION -  CAPRON FIRE LOOKOUT
 FX4115  PID         -  FX4115
 FX4115  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4115  USGS QUAD   -  CAPRON (1977)
 FX4115
 FX4115                         *CURRENT SURVEY CONTROL
 FX4115  ___________________________________________________________________
 FX4115* NAD 83(1993)-  36 39 55.30984(N)    077 13 47.91171(W)     ADJUSTED  
 FX4115* NAVD 88     -                                                        
 FX4115  ___________________________________________________________________
 FX4115  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 FX4115  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 FX4115
 FX4115  HORZ ORDER  -  THIRD
 FX4115
 FX4115.The horizontal coordinates were established by classical geodetic methods
 FX4115.and adjusted by the National Geodetic Survey in September 1995..
 FX4115
 FX4115
 FX4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4115
 FX4115.The geoid height was determined by GEOID03.
 FX4115
 FX4115;                    North         East     Units Scale Factor Converg.
 FX4115;SPC VA S     - 1,037,610.834 3,613,539.313   MT  1.00001993   +0 46 14.9
 FX4115;SPC VA S     - 3,404,228.21 11,855,420.23   sFT  1.00001993   +0 46 14.9
 FX4115;UTM  18      - 4,060,067.720   300,704.876   MT  1.00008936   -1 19 55.4
 FX4115
 FX4115                          SUPERSEDED SURVEY CONTROL
 FX4115
 FX4115  NAD 83(1986)-  36 39 55.31515(N)    077 13 47.92974(W) AD(       ) 4
 FX4115  NAD 27      -  36 39 54.78000(N)    077 13 49.05000(W) AD(       ) 3
 FX4115
 FX4115.Superseded values are not recommended for survey control.
 FX4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4115.See file dsdata.txt to determine how the superseded data were derived.
 FX4115
 FX4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0070560068(NAD 83)
 FX4115_MARKER: 57 = LOOKOUT TOWER
 FX4115
 FX4115  HISTORY     - Date     Condition        Report By
 FX4115  HISTORY     - 1942     FIRST OBSERVED   CGS
 FX4115  HISTORY     - 1960     GOOD             CGS
 FX4115
 FX4115                          STATION DESCRIPTION
 FX4115
 FX4115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4115'STATION IS A STANDARD U.S. FOREST SERVICE STEEL FIRE LOOKOUT
 FX4115'TOWER, LOCATED ABOUT 3.5 MILES S OF CAPRON AND 35 FEET SW OF THE
 FX4115'CENTER OF COUNTY HIGHWAY 668.  TOWER IS ABOUT 90 FEET HIGH.
 FX4115'
 FX4115'REACHED FROM CAPRON BY GOING S ON A PAVED COUNTY ROAD FOR 2.4
 FX4115'MILES TO SIDE ROAD RIGHT, THENCE STRAIGHT AHEAD 1.0 MILE, THENCE
 FX4115'LEFT ON PAVED COUNTY HIGHWAY 668 FOR 0.6 MILE TO TOWER ON SW SIDE
 FX4115'OF ROAD.  THIS IS AN INTERSECTION STATION.
 FX4115
 FX4115                          STATION RECOVERY (1960)
 FX4115
 FX4115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4115'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4093 ***********************************************************************
 FX4093  DESIGNATION -  CAPRON RESET
 FX4093  PID         -  FX4093
 FX4093  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4093  USGS QUAD   -  SEBRELL (1990)
 FX4093
 FX4093                         *CURRENT SURVEY CONTROL
 FX4093  ___________________________________________________________________
 FX4093* NAD 83(1993)-  36 45 03.43919(N)    077 11 11.51703(W)     ADJUSTED  
 FX4093* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 FX4093  ___________________________________________________________________
 FX4093  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 FX4093  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 FX4093
 FX4093  HORZ ORDER  -  SECOND
 FX4093
 FX4093.The horizontal coordinates were established by classical geodetic methods
 FX4093.and adjusted by the National Geodetic Survey in September 1995..
 FX4093
 FX4093.The orthometric height was scaled from a topographic map.
 FX4093
 FX4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4093
 FX4093.The geoid height was determined by GEOID03.
 FX4093
 FX4093;                    North         East     Units Scale Factor Converg.
 FX4093;SPC VA S     - 1,047,161.437 3,617,290.688   MT  1.00000289   +0 47 49.8
 FX4093;SPC VA S     - 3,435,562.15 11,867,727.87   sFT  1.00000289   +0 47 49.8
 FX4093;UTM  18      - 4,069,474.773   304,804.698   MT  1.00006942   -1 18 31.3
 FX4093
 FX4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4093!SPC VA S     -   0.99999954  x   1.00000289  =   1.00000243
 FX4093!UTM  18      -   0.99999954  x   1.00006942  =   1.00006896
 FX4093
 FX4093:                Primary Azimuth Mark                     Grid Az
 FX4093:SPC VA S     -  CAPRON AZ MK                             026 19 49.8
 FX4093:UTM  18      -  CAPRON AZ MK                             028 26 10.9
 FX4093
 FX4093|---------------------------------------------------------------------|
 FX4093| PID    Reference Object                     Distance      Geod. Az  |
 FX4093|                                                           dddmmss.s |
 FX4093| DC8138 CAPRON AZ MK                                       0270739.6 |
 FX4093| DC8139 CAPRON RM 1                          45.754 METERS 03228     |
 FX4093| DC8141 CAPRON RM 3                          29.152 METERS 06336     |
 FX4093| FX4115 CAPRON FIRE LOOKOUT                 APPROX.10.3 KM 2021428.9 |
 FX4093| FX4123 DREWRYVILLE STATE FARM TANK         APPROX. 6.6 KM 2445433.4 |
 FX4093| DC8140 CAPRON RM 2                          42.901 METERS 25022     |
 FX4093|---------------------------------------------------------------------|
 FX4093
 FX4093                          SUPERSEDED SURVEY CONTROL
 FX4093
 FX4093  NAD 83(1986)-  36 45 03.44521(N)    077 11 11.53544(W) AD(       ) 2
 FX4093  NAD 27      -  36 45 02.90600(N)    077 11 12.65600(W) AD(       ) 2
 FX4093
 FX4093.Superseded values are not recommended for survey control.
 FX4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4093.See file dsdata.txt to determine how the superseded data were derived.
 FX4093
 FX4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0480569475(NAD 83)
 FX4093_MARKER: DS = TRIANGULATION STATION DISK
 FX4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4093
 FX4093  HISTORY     - Date     Condition        Report By
 FX4093  HISTORY     - 1942     MONUMENTED       CGS
 FX4093  HISTORY     - 1960     GOOD             CGS
 FX4093  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FX4093
 FX4093                          STATION DESCRIPTION
 FX4093
 FX4093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4093'STATION IS LOCATED BY AIR LINE ABOUT 3 MILES N BY E OF CAPRON,
 FX4093'3.5 MILES SW OF SEBRELL, AND 7 MILES ENE OF DREWRYVILLE,
 FX4093'ON LAND OWNED AND OCCUPIED BY E.W. CRICHTON.  THE MARK IS
 FX4093'IN THE NE CORNER OF HIS FRONT YARD, 26.5 FEET S OF THE N
 FX4093'YARD FENCE, 43 FEET W OF THE CENTER OF COUNTY ROAD 653, AND
 FX4093'34 FEET NE OF A LARGE ELM TREE WHICH IS THE E TREE OF THE
 FX4093'N LINE OF TREES LEADING FROM THE ROAD TO HIS HOUSE.  MARK
 FX4093'IS SET FLUSH AND IS STAMPED CAPRON 1942.
 FX4093'
 FX4093'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FX4093'BRONZE DISKS SET IN CONCRETE.
 FX4093'
 FX4093'REFERENCE MARK NO. 1 IS 27 FEET W OF THE CENTER OF THE ROAD,
 FX4093'AND 6 FEET S OF A LIGHT AND POWER POLE.
 FX4093'
 FX4093'REFERENCE MARK NO. 2 IS IN THE CRICHTON FRONT YARD, 10 FEET
 FX4093'N OF THE RANGE OF THE S FACE OF THE HOUSE, AND 64.5 FEET
 FX4093'W OF THE E TREE OF THE S LINE OF TREES LEADING FROM THE
 FX4093'ROAD TO THE HOUSE.
 FX4093'
 FX4093'BOTH REFERENCE MARKS ARE SET ABOUT FLUSH AND ARE STAMPED
 FX4093'WITH THEIR NUMBER AND THE NAME AND DATE OF STATION.
 FX4093'
 FX4093'THE AZIMUTH MARK IS 0.2 MILE NNE OF STATION, 25 FEET E OF
 FX4093'THE CENTER OF THE ROAD, AND 8 FEET S OF A LARGE BUSHY TREE.
 FX4093'IT IS ABOUT MIDWAY BETWEEN THE FIRST AND SECOND HOUSE S OF
 FX4093'THE STATION.  MARK PROJECTS ABOUT 2 INCHES AND IS STAMPED
 FX4093'CAPRON AZIMUTH 1942.
 FX4093'
 FX4093'STATION IS REACHED FROM THE RAILROAD OVER PASS AT SEBRELL
 FX4093'BY GOING N ON STATE HIGHWAY 35 FOR 0.7 MILE, THENCE SHARP
 FX4093'LEFT (SOUTHERLY) ON PAVED COUNTY ROAD 653 AND GO 2.85 MILES
 FX4093'TO THE STEEL BRIDGE OVER THE NOTTOWAY RIVER, THENCE CONTINUE
 FX4093'AHEAD FOR 1.95 MILES TO THE STATION SITE ON THE W SIDE OF
 FX4093'THE ROAD.
 FX4093'
 FX4093'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FX4093
 FX4093                          STATION RECOVERY (1960)
 FX4093
 FX4093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4093'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 FX4093'IN GOOD CONDITION.  THE ELM TREE MENTIONED IN THE DESCRIPTION
 FX4093'WAS BLOWN DOWN.  A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED
 FX4093'ABOUT 3 MILES NORTH OF CAPRON AND 3.5 MILES SOUTHWEST OF
 FX4093'SEBRELL ON LAND OWNED BY E.W. CRICHTON.  IT IS 66.0 FEET
 FX4093'NORTH OF THE NORTH GATE POST, 55 FEETNORTHEAST OF THE FIRST
 FX4093'ELM TREE FROM THE ROAD, 25.5 FEET SOUTH OF THE NORTH YARD
 FX4093'FENCE AND 21.5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE.
 FX4093'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX4093'CAPRON 1942.
 FX4093'
 FX4093'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  IT IS 9 FEET
 FX4093'SOUTH OF A POWER AND TELEPHONE POLE NO. 43 AND 27 FEET WEST
 FX4093'OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH AND THE DISK
 FX4093'IS STAMPED CAPRON NO 1 1942.
 FX4093'
 FX4093'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS
 FX4093'99 FEET WEST OF THE SOUTH GATE POST, 76.0 FEET NORTH OF THE
 FX4093'SOUTH YARD FENCE, 68 FEET SOUTH OF THE SECOND 30 INCH ELM
 FX4093'TREE FROM THE ROAD AND 13 FEET SOUTH OF THE DRIVE.  THE MARK
 FX4093'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CAPRON
 FX4093'NO 2 1942.
 FX4093'
 FX4093'NOTE--THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK
 FX4093'RECLAIMED.
 FX4093'
 FX4093'TO REACH THE STATION FROM THE RAILROAD OVERPASS, GO NORTH
 FX4093'ON STATE HIGHWAY FOR 0.7 MILE TO COUNTY ROAD 653 LEFT.  TURN
 FX4093'LEFT AND GO 2.85 MILES TO A STEEL BRIDGE OVER THE NOTTOWAY
 FX4093'RIVER, CONTINUE STRAIGHT AHEAD ON ROAD 653 FOR 2.0 MILES TO
 FX4093'THE STATION ON THE RIGHT.
 FX4093
 FX4093                          STATION RECOVERY (1975)
 FX4093
 FX4093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FX4093'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 FX4093'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION SURFACE
 FX4093'MARK AND REFERENCE MARK NO. 1 HAD BEEN STRUCK BY FARMING EQUIPMENT
 FX4093'AND WERE IN A LEANING POSITION.  THE AZIMUTH MARK WAS REPORTED AS
 FX4093'DESTROYED BY J. C. E. IN 1960.  A NEW STATION SURFACE MARK AND
 FX4093'REFERENCE MARK NO. 3 WERE ESTABLISHED AT THIS TIME.  A
 FX4093'DIFFERENCE OF .03 FOOT LONGER WAS FOUND IN THE DISTANCE TO
 FX4093'REFERENCE MARK NO. 2.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT THE
 FX4093'FENCES AND TREES HAVE BEEN REMOVED AND THE PROPERTY IS NOW OWNED BY
 FX4093'MR. E. K. KIRBY.
 FX4093'
 FX4093'STATION IS 69 FEET NORTH OF CENTERLINE OF DRIVEWAY AND 43 FEET WEST
 FX4093'OF CENTERLINE OF SECONDARY STATE ROAD 653.  THE MARK WAS SET
 FX4093'DIRECTLY OVER THE UNDERGROUND MARK, ABOUT 2 INCHES BELOW THE SURFACE
 FX4093'AND THE DISK IS STAMPED CAPRON 1942 1975.
 FX4093'
 FX4093'REFERENCE MARK NO. 2 IS 97 FEET NORTH OF THE CENTERLINE OF FIELD
 FX4093'ROAD, 36 FEET NORTH OF SMALL TREE AND 24 FEET SOUTH OF CENTERLINE OF
 FX4093'DRIVEWAY.  MARK IS FLUSH IN THE LAWN.
 FX4093'
 FX4093'REFERENCE MARK NO. 3 IS 18 FEET EAST OF THE CENTERLINE OF ROAD AND
 FX4093'1 FOOT WEST OF FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN THE
 FX4093'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH
 FX4093'THE GROUND AND THE DISK IS STAMPED CAPRON 1942 NO 3 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4792 ***********************************************************************
 HV4792  DESIGNATION -  CARD
 HV4792  PID         -  HV4792
 HV4792  STATE/COUNTY-  VA/FAIRFAX
 HV4792  USGS QUAD   -  ANNANDALE (1994)
 HV4792
 HV4792                         *CURRENT SURVEY CONTROL
 HV4792  ___________________________________________________________________
 HV4792* NAD 83(1993)-  38 47 31.63290(N)    077 14 31.50371(W)     ADJUSTED  
 HV4792* NAVD 88     -       115.3    (meters)     378.     (feet)  VERTCON   
 HV4792  ___________________________________________________________________
 HV4792  X           -   1,099,276.734 (meters)                     COMP
 HV4792  Y           -  -4,854,988.035 (meters)                     COMP
 HV4792  Z           -   3,974,408.418 (meters)                     COMP
 HV4792  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HV4792  ELLIP HEIGHT-          83.41  (meters)          (05/17/02) GPS OBS
 HV4792  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV4792
 HV4792  HORZ ORDER  -  FIRST
 HV4792  ELLP ORDER  -  FOURTH    CLASS II
 HV4792
 HV4792.The horizontal coordinates were established by classical geodetic methods
 HV4792.and adjusted by the National Geodetic Survey in November 1994..
 HV4792
 HV4792.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4792
 HV4792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV4792
 HV4792.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4792
 HV4792.The ellipsoidal height was determined by GPS observations
 HV4792.and is referenced to NAD 83.
 HV4792
 HV4792.The geoid height was determined by GEOID03.
 HV4792
 HV4792;                    North         East     Units Scale Factor Converg.
 HV4792;SPC VA N     - 2,125,673.369 3,609,278.290   MT  0.99995302   +0 47 06.3
 HV4792;SPC VA N     - 6,973,980.04 11,841,440.52   sFT  0.99995302   +0 47 06.3
 HV4792;UTM  18      - 4,296,095.950   305,276.371   MT  1.00006694   -1 24 18.4
 HV4792
 HV4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4792!SPC VA N     -   0.99998691  x   0.99995302  =   0.99993993
 HV4792!UTM  18      -   0.99998691  x   1.00006694  =   1.00005385
 HV4792
 HV4792|---------------------------------------------------------------------|
 HV4792| PID    Reference Object                     Distance      Geod. Az  |
 HV4792|                                                           dddmmss.s |
 HV4792| DC6770 CARD RM 1                            54.584 METERS 02249     |
 HV4792| HV4802 SPRINGFIELD GRACE PRESB CH          APPROX. 3.8 KM 0942341.6 |
 HV4792| HV8361 CARD AZ MK                          497.032 METERS 1305017.2 |
 HV4792| DC6771 CARD RM 2                            27.737 METERS 14759     |
 HV4792| DC6772 CARD RM 3                             6.057 METERS 24927     |
 HV4792| HV5193 BURKE SOUTHERN RR MICROWAVE         APPROX. 0.8 KM 2981313.2 |
 HV4792| HV9661 GPS 55                              459.122 METERS 3062058.5 |
 HV4792|---------------------------------------------------------------------|
 HV4792
 HV4792                          SUPERSEDED SURVEY CONTROL
 HV4792
 HV4792  ELLIP H (11/14/94)   83.40   (m)                       GP(       ) 4 2
 HV4792  ELLIP H (09/27/93)   82.81   (m)                       GP(       ) 4 1
 HV4792  NAD 83(1993)-  38 47 31.63105(N)    077 14 31.50854(W) AD(       ) 1
 HV4792  NAD 83(1986)-  38 47 31.63180(N)    077 14 31.51705(W) AD(       ) 1
 HV4792  NAD 27      -  38 47 31.22469(N)    077 14 32.57671(W) AD(       ) 1
 HV4792  NGVD 29 (09/27/93)  115.6    (m)          379.     (f) GPS OBS        
 HV4792
 HV4792.Superseded values are not recommended for survey control.
 HV4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4792.See file dsdata.txt to determine how the superseded data were derived.
 HV4792
 HV4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0527696096(NAD 83)
 HV4792_MARKER: DD = SURVEY DISK
 HV4792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4792_SP_SET: CONCRETE POST
 HV4792_STAMPING: CARD 1969
 HV4792_MARK LOGO: CGS   
 HV4792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV4792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4792+STABILITY: SURFACE MOTION
 HV4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV4792+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV4792
 HV4792  HISTORY     - Date     Condition        Report By
 HV4792  HISTORY     - 1969     MONUMENTED       CGS
 HV4792  HISTORY     - 1969     GOOD             CGS
 HV4792  HISTORY     - 1969     GOOD             CGS
 HV4792  HISTORY     - 1975     GOOD             VA-059
 HV4792  HISTORY     - 19900115 GOOD             RDA
 HV4792
 HV4792                          STATION DESCRIPTION
 HV4792
 HV4792'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4792'THE STATION IS ABOUT 3 MILES WEST OF SPRINGFIELD AND 2-3/4 MILES
 HV4792'SOUTHWEST OF INTERSTATE HIGHWAY 495, ON THE GROUNDS OF THE CARDINAL
 HV4792'FOREST SCHOOL.
 HV4792'
 HV4792'TO REACH THE STATION FROM WHERE STATE HIGHWAY 644 CROSSES OVER
 HV4792'INTERSTATE HIGHWAY 95 IN THE EAST EDGE OF SPRINGFIELD, GO WEST ON
 HV4792'HIGHWAY 644 FOR 3.1 MILES TO THE JUNCTION WITH ROLLING ROAD.  TURN
 HV4792'RIGHT AND GO NORTH ON ROLLING ROAD FOR 0.75 MILE TO THE JUNCTION
 HV4792'WITH FORRESTER BOULEVARD.  TURN RIGHT AND GO EAST ON FORRESTER
 HV4792'BOULEVARD FOR 0.1 MILE TO THE CARDINAL FOREST SCHOOL ON THE LEFT
 HV4792'AND OAKFORD DRIVE ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 HV4792'THIS POINT, TURN RIGHT AND GO SOUTH ON OAKFORD DRIVE FOR 0.15
 HV4792'MILE TO THE MARK ON THE RIGHT.) TURN LEFT AND GO NORTHERLY ALONG
 HV4792'THE WEST SIDE OF SCHOOL GROUNDS FOR 0.1 MILE TO THE NORTHWEST
 HV4792'CORNER OF SCHOOL GROUNDS AND THE STATION.
 HV4792'
 HV4792'STATION MARK IS A STANDARD DISK, STAMPED CARD 1969, SET IN THE TOP OF
 HV4792'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH THE
 HV4792'GROUND SURFACE.  IT IS 194.0 FEET NORTH OF THE NORTHWEST CORNER OF
 HV4792'A BASKETBALL COURT.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE
 HV4792'GROUND SURFACE.
 HV4792'
 HV4792'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARD NO 1 1969, SET IN
 HV4792'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV4792'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS
 HV4792'THE STATION.
 HV4792'
 HV4792'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARD NO 2 1969, SET IN
 HV4792'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV4792'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 110.0 FEET NORTHWEST OF
 HV4792'THE NORTHWEST CORNER OF THE BASKETBALL COURT AND ABOUT 1 FOOT
 HV4792'HIGHER THAN THE STATION.
 HV4792'
 HV4792'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARD 1969, CEMENTED IN A
 HV4792'DRILL HOLE IN A SIDEWALK.  IT IS 33.0 FEET NORTH OF THE CENTERLINE
 HV4792'OF ROXBURY AVENUE, 21.0 FEET WEST OF THE CENTERLINE OF OAKFORD DRIVE
 HV4792'AND 1.7 FEET WEST OF THE EAST EDGE OF SIDEWALK.
 HV4792
 HV4792                          STATION RECOVERY (1969)
 HV4792
 HV4792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4792'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HV4792'RECOVERED IN GOOD CONDITION.  HOWEVER, REFERENCE MARK 1 IS IN THE
 HV4792'WAY OF CONSTRUCTION.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 HV4792'TIME AND WITNESS POSTS SET AT ALL MARKS.
 HV4792'
 HV4792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 HV4792'SPRINGFIELD.
 HV4792
 HV4792                          STATION RECOVERY (1969)
 HV4792
 HV4792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV4792'RECOVERED IN GOOD CONDITION.
 HV4792
 HV4792                          STATION RECOVERY (1975)
 HV4792
 HV4792'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV4792'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE ALL RECOVERED IN
 HV4792'GOOD CONDITION, SEE FAIRFAX COUNTY TAX MAP 79-1, REVISED TO 1-1-76.
 HV4792
 HV4792                          STATION RECOVERY (1990)
 HV4792
 HV4792'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV4792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8362 ***********************************************************************
 HV8362  DESIGNATION -  CARD 1
 HV8362  PID         -  HV8362
 HV8362  STATE/COUNTY-  VA/FAIRFAX
 HV8362  USGS QUAD   -  ANNANDALE (1994)
 HV8362
 HV8362                         *CURRENT SURVEY CONTROL
 HV8362  ___________________________________________________________________
 HV8362* NAD 83(1993)-  38 47 28.80729(N)    077 14 25.60704(W)     ADJUSTED  
 HV8362* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 HV8362  ___________________________________________________________________
 HV8362  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HV8362  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV8362
 HV8362  HORZ ORDER  -  SECOND
 HV8362
 HV8362.The horizontal coordinates were established by classical geodetic methods
 HV8362.and adjusted by the National Geodetic Survey in November 1994..
 HV8362
 HV8362.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8362
 HV8362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8362
 HV8362.The geoid height was determined by GEOID03.
 HV8362
 HV8362;                    North         East     Units Scale Factor Converg.
 HV8362;SPC VA N     - 2,125,588.201 3,609,421.771   MT  0.99995297   +0 47 10.0
 HV8362;SPC VA N     - 6,973,700.62 11,841,911.26   sFT  0.99995297   +0 47 10.0
 HV8362;UTM  18      - 4,296,005.350   305,416.508   MT  1.00006626   -1 24 14.6
 HV8362
 HV8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8362!SPC VA N     -   0.99998762  x   0.99995297  =   0.99994059
 HV8362!UTM  18      -   0.99998762  x   1.00006626  =   1.00005388
 HV8362
 HV8362                          SUPERSEDED SURVEY CONTROL
 HV8362
 HV8362  NAD 83(1993)-  38 47 28.80539(N)    077 14 25.61178(W) AD(       ) 2
 HV8362  NAD 83(1986)-  38 47 28.80611(N)    077 14 25.62028(W) AD(       ) 2
 HV8362  NGVD 29 (01/12/90)  111.1    (m)          365.     (f) VERT ANG       
 HV8362
 HV8362.Superseded values are not recommended for survey control.
 HV8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8362.See file dsdata.txt to determine how the superseded data were derived.
 HV8362
 HV8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0541796005(NAD 83)
 HV8362_MARKER: Z = SEE DESCRIPTION
 HV8362_SETTING: 0 = UNSPECIFIED SETTING
 HV8362_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8362
 HV8362  HISTORY     - Date     Condition        Report By
 HV8362  HISTORY     - 1975     MONUMENTED       VA-059
 HV8362
 HV8362                          STATION DESCRIPTION
 HV8362
 HV8362'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8362'THE STATION IS LOCATED ABOUT 5.1 MILES SOUTHEAST OF FAIRFAX, 3.1
 HV8362'MILES WEST OF SPRINGFIELD, 1.7 MILES EAST OF BURKE ON THE CONCRETE
 HV8362'CURBING AROUND THE OVAL GRASSY  AREA DIRECTLY IN FRONT OF THE
 HV8362'CARDINAL FOREST ELEMENTARY SCHOOL ON FORRESTER BOULEVARD IN THE
 HV8362'CARDINAL FOREST SUB-DIVISION, SEE FAIRFAX COUNTY TAX MAP 79-3,
 HV8362'REVISED TO 1-1-76.
 HV8362'
 HV8362'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 620, BRADDOCK ROAD,
 HV8362'AND ROUTE 638, ROLLING ROAD, NEAR KINGS PARK SHOPPING CENTER, GO
 HV8362'SOUTHEAST ON ROUTE 638 FOR 1.8 MILES TO THE JUNCTION WITH ROUTE 4183,
 HV8362'FORRESTER BOULEVARD. TURN LEFT AND GO NORTHEAST ON ROUTE 4183 FOR 0.1
 HV8362'MILES TO THE CARDINAL FOREST ELEMENTARY SCHOOL AND STATION ON THE
 HV8362'LEFT.
 HV8362'
 HV8362'THE STATION IS AN IRON PIN AND PLASTIC YELLOW CAP STAMPED---FAIRFAX
 HV8362'CO DPW SUR--- IN A JOINT IN THE CURB OF AN OVAL SHAPED LAWN IN FRONT
 HV8362'OF THE SCHOOL. LOCATED 65 FEET SE FROM THE SOUTHWEST CORNER OF THE
 HV8362'SCHOOL BUILDING.
 HV8362'
 HV8362'REFERENCE MARK NO. 01 IS A PK NAIL IN THE CURB AROUND THE OVAL SHAPED
 HV8362'LAWN IN FRONT OF THE SCHOOL LOCATED 60 FEET E FROM THE SOUTHWEST
 HV8362'CORNER OF THE SCHOOL BUILDING.
 HV8362'
 HV8362'REFERENCE MARK NO. 02 IS A PK NAIL IN THE CURB AROUND THE OVAL SHAPED
 HV8362'LAWN IN FRONT OF THE SCHOOL. LOCATED 100 FEET SE FROM THE SOUTHWEST
 HV8362'CORNER OF THE SCHOOL BUILDING, AND 50 FEET S FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9590 ***********************************************************************
 HV9590  DESIGNATION -  CARD RM 4
 HV9590  PID         -  HV9590
 HV9590  STATE/COUNTY-  VA/FAIRFAX
 HV9590  USGS QUAD   -  ANNANDALE (1994)
 HV9590
 HV9590                         *CURRENT SURVEY CONTROL
 HV9590  ___________________________________________________________________
 HV9590* NAD 83(1993)-  38 47 31.66814(N)    077 14 29.19901(W)     ADJUSTED  
 HV9590* NAVD 88     -       114.8    (meters)     377.     (feet)  VERTCON   
 HV9590  ___________________________________________________________________
 HV9590  X           -   1,099,330.731 (meters)                     COMP
 HV9590  Y           -  -4,854,974.647 (meters)                     COMP
 HV9590  Z           -   3,974,408.902 (meters)                     COMP
 HV9590  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 HV9590  ELLIP HEIGHT-          82.83  (meters)          (05/17/02) GPS OBS
 HV9590  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV9590
 HV9590  HORZ ORDER  -  SECOND
 HV9590  ELLP ORDER  -  FOURTH    CLASS II
 HV9590
 HV9590.The horizontal coordinates were established by GPS observations
 HV9590.and adjusted by the National Geodetic Survey in November 1994..
 HV9590
 HV9590.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9590
 HV9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9590
 HV9590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9590
 HV9590.The ellipsoidal height was determined by GPS observations
 HV9590.and is referenced to NAD 83.
 HV9590
 HV9590.The geoid height was determined by GEOID03.
 HV9590
 HV9590;                    North         East     Units Scale Factor Converg.
 HV9590;SPC VA N     - 2,125,675.218 3,609,333.887   MT  0.99995302   +0 47 07.8
 HV9590;SPC VA N     - 6,973,986.11 11,841,622.93   sFT  0.99995302   +0 47 07.8
 HV9590;UTM  18      - 4,296,095.672   305,332.004   MT  1.00006667   -1 24 16.9
 HV9590
 HV9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9590!SPC VA N     -   0.99998700  x   0.99995302  =   0.99994002
 HV9590!UTM  18      -   0.99998700  x   1.00006667  =   1.00005367
 HV9590
 HV9590:                Primary Azimuth Mark                     Grid Az
 HV9590:SPC VA N     -  GPS 55                                   301 43 03.1
 HV9590:UTM  18      -  GPS 55                                   303 54 27.8
 HV9590
 HV9590|---------------------------------------------------------------------|
 HV9590| PID    Reference Object                     Distance      Geod. Az  |
 HV9590|                                                           dddmmss.s |
 HV9590| HV9661 GPS 55                              APPROX. 0.5 KM 3023010.9 |
 HV9590|---------------------------------------------------------------------|
 HV9590
 HV9590                          SUPERSEDED SURVEY CONTROL
 HV9590
 HV9590  ELLIP H (11/14/94)   82.82   (m)                       GP(       ) 4 2
 HV9590  NAD 83(1993)-  38 47 31.66658(N)    077 14 29.20406(W) AD(       ) 2
 HV9590  ELLIP H (09/27/93)   82.23   (m)                       GP(       ) 4 1
 HV9590  NGVD 29 (09/27/93)  115.0    (m)          377.     (f) GPS OBS        
 HV9590
 HV9590.Superseded values are not recommended for survey control.
 HV9590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9590.See file dsdata.txt to determine how the superseded data were derived.
 HV9590
 HV9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0533296096(NAD 83)
 HV9590_MARKER: DD = SURVEY DISK
 HV9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9590_SP_SET: CONCRETE POST
 HV9590_STAMPING: CARD RM 4 1990
 HV9590_MARK LOGO: VA-059
 HV9590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9590+STABILITY: SURFACE MOTION
 HV9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9590+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9590
 HV9590  HISTORY     - Date     Condition        Report By
 HV9590  HISTORY     - 1990     MONUMENTED       RDA
 HV9590  HISTORY     - 19900115 GOOD             RDA
 HV9590
 HV9590                          STATION DESCRIPTION
 HV9590
 HV9590'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9590'THE REFERENCE MARK IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA
 HV9590'ABOUT 3.0 MILES (4.8 KM) WEST OF THE VILLAGE OF SPRINGFIELD.    TO
 HV9590'REACH THE REFERENCE MARK FROM THE INTERSECTION OF STATE HIGHWAY 644
 HV9590'AND INTERSTATE I-95 PROCEED WEST ALONG HIGHWAY 644 3.1 MILES
 HV9590'(5.0 KM) TO ITS INTERSECTION WITH ROLLING ROAD.  TURN RIGHT AND
 HV9590'PROCEED NORTH ALONG ROLLING ROAD 0.75 MILES (1.21 KM) TO ITS
 HV9590'INTERSECTION WITH FORRESTER BOULEVARD. TURN RIGHT AND PROCEED EAST
 HV9590'ALONG FORRESTER BOULEVARD 0.1 MILE (0.2 KM) TO ITS INTERSECTION WITH
 HV9590'CARDINAL FORREST SCHOOL.  TURN LEFT AND PROCEED NORTH ALONG PARKING
 HV9590'LOT 0.05 MILE (0.08 KM) TO THE SIDE WALK AND THE STATION ON THE
 HV9590'RIGHT.    THE REFERENCE MARK IS A STANDARD FAIRFAX COUNTY SURVEY DISK
 HV9590'SET IN CONCRETE FLUSH WITH THE GROUND AND IS STAMPED CARD RM 4 1990.
 HV9590'THE REFERENCE MARK IS 182.506 FEET (55.628 M) EAST OF CARD CONCRETE
 HV9590'MONUMENT, 7.15 FEET (2.18 M) EAST FROM THE EDGE OF PAVEMENT OF
 HV9590'CONCRETE WALK AND 15.40 FEET (4.69 M) NORTHWEST FROM THE SOUTHWEST
 HV9590'CORNER OF PLAY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5353 ***********************************************************************
 GV5353  DESIGNATION -  CARDINE RESET
 GV5353  PID         -  GV5353
 GV5353  STATE/COUNTY-  VA/CHARLES CITY
 GV5353  USGS QUAD   -  WESTOVER (1994)
 GV5353
 GV5353                         *CURRENT SURVEY CONTROL
 GV5353  ___________________________________________________________________
 GV5353* NAD 83(1993)-  37 19 30.71786(N)    077 12 31.41841(W)     ADJUSTED  
 GV5353* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 GV5353  ___________________________________________________________________
 GV5353  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 GV5353  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV5353
 GV5353  HORZ ORDER  -  SECOND
 GV5353
 GV5353.The horizontal coordinates were established by classical geodetic methods
 GV5353.and adjusted by the National Geodetic Survey in September 1995..
 GV5353
 GV5353.The orthometric height was scaled from a topographic map.
 GV5353
 GV5353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5353
 GV5353.The geoid height was determined by GEOID03.
 GV5353
 GV5353;                    North         East     Units Scale Factor Converg.
 GV5353;SPC VA S     - 1,110,854.630 3,614,437.208   MT  0.99994567   +0 47 01.3
 GV5353;SPC VA S     - 3,644,528.90 11,858,366.07   sFT  0.99994567   +0 47 01.3
 GV5353;UTM  18      - 4,133,236.551   304,303.286   MT  1.00007177   -1 20 22.8
 GV5353
 GV5353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5353!SPC VA S     -   1.00000470  x   0.99994567  =   0.99995037
 GV5353!UTM  18      -   1.00000470  x   1.00007177  =   1.00007647
 GV5353
 GV5353|---------------------------------------------------------------------|
 GV5353| PID    Reference Object                     Distance      Geod. Az  |
 GV5353|                                                           dddmmss.s |
 GV5353| DC5217 CARDINE RM 4                          7.790 METERS 08246     |
 GV5353| DC5218 CARDINE RM 5                         20.870 METERS 08247     |
 GV5353| DC5216 CARDINE RM 2                         25.600 METERS 08753     |
 GV5353| GV5358 HARRISON 2                          APPROX. 2.9 KM 1164912.4 |
 GV5353| DC5215 CARDINE RM 1                          3.750 METERS 31710     |
 GV5353|---------------------------------------------------------------------|
 GV5353
 GV5353                          SUPERSEDED SURVEY CONTROL
 GV5353
 GV5353  NAD 83(1993)-  37 19 30.71867(N)    077 12 31.41859(W) AD(       ) 2
 GV5353  NAD 83(1986)-  37 19 30.72333(N)    077 12 31.43614(W) AD(       ) 2
 GV5353  NAD 27      -  37 19 30.19000(N)    077 12 32.52600(W) AD(       ) 2
 GV5353
 GV5353.Superseded values are not recommended for survey control.
 GV5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5353.See file dsdata.txt to determine how the superseded data were derived.
 GV5353
 GV5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0430333237(NAD 83)
 GV5353_MARKER: Z = SEE DESCRIPTION
 GV5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5353+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV5353
 GV5353  HISTORY     - Date     Condition        Report By
 GV5353  HISTORY     - 1910     MONUMENTED       CGS
 GV5353  HISTORY     - 1938     GOOD             CGS
 GV5353  HISTORY     - 1942     SEE DESCRIPTION  CGS
 GV5353  HISTORY     - 1942     GOOD             CGS
 GV5353  HISTORY     - 1948     GOOD             CGS
 GV5353  HISTORY     - 1989     GOOD             VADHT
 GV5353  HISTORY     - 19960305 MARK NOT FOUND   USPSQD
 GV5353  HISTORY     - 20000927 GOOD             USPSQD
 GV5353  HISTORY     - 20010331 GOOD             NGS
 GV5353
 GV5353                          STATION DESCRIPTION
 GV5353
 GV5353'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5353'STATION CARDINE IS ON A NARROW BEACH 1 METER BACK FROM FOOT
 GV5353'OF SLOPING BANK, COVERED WITH TREES AND BRUSH.  IT IS 2060
 GV5353'METERS ABOVE HARRISON AND 70 METERS ABOVE SMALL CREEK, SHOWING
 GV5353'DECIDED RECESS IN BANK, AND 555 METERS ABOVE A LARGER CREEK.  IT
 GV5353'IS MARKED BY A REGULATION TILE AND IRON PIPE SET IN CEMENT AND
 GV5353'PROJECTING 2 INCHES ABOVE THE SURFACE.
 GV5353'
 GV5353'REFERENCE MARK NO. 1 IS A NAIL IN A LARGE TRIANGLE CUT ON
 GV5353'AN 11-INCH DIAMETER HICKORY TREE 20 INCHES ABOVE THE GROUND,
 GV5353'STANDING AT FOOT OF BANK, DISTANT 3.743 METERS ON A LINE
 GV5353'196 DEG 53 MIN 15.7 SEC TO RIGHT OF LINE TO STATION HARRISON.
 GV5353'REFERENCE MARK NO. 2 IS A NAIL IN A POPLAR TREE ON CENTER
 GV5353'OF BEACH 16 INCHES IN DIAMETER, DISTANT 25.637 METERS ON A LINE
 GV5353'327 DEG 32 MIN 25.7 SEC TO RIGHT OF STATION HARRISON.
 GV5353'REFERENCE MARK NO. 3 IS NAIL HEAD IN 14-INCH SYCAMORE STANDING
 GV5353'AT WATERS EDGE, DISTANT 6.886 METERS ON A LINE 342 DEG 59 MIN
 GV5353'18.2 SEC TO RIGHT OF STATION HARRISON.
 GV5353
 GV5353                          STATION RECOVERY (1938)
 GV5353
 GV5353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5353'RECOVERED TILE POST AS DESCRIBED.  REFERENCE MARKS WERE
 GV5353'NOT CHECKED.
 GV5353
 GV5353                          STATION RECOVERY (1942)
 GV5353
 GV5353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5353'TILE POST WAS RECOVERED AS DESCRIBED.  THE STATION WAS RE-MARKED
 GV5353'BY A STANDARD DISK SET IN CONCRETE, NOTE 1A, AND STAMPED CARDINE
 GV5353'1910-1942.  REFERENCE MARK NO. 1 (1910) WAS RECOVERED THOUGH THE
 GV5353'TREE HAS BEEN CUT AND THE STUMP ONLY REMAINS.  REFERENCE MARK
 GV5353'NO. 2 (1910) WAS RECOVERED AS DESCRIBED.  REFERENCE MARK
 GV5353'NO. 3 (1910) WAS NOT FOUND.  TWO NEW REFERENCE MARKS WERE
 GV5353'ESTABLISHED, STANDARD DISKS SET IN CONCRETE, NOTE 11A, SET
 GV5353'IN RANGE AND TO THE EASTWARD.  THE MARKS ARE STAMPED CARDINE
 GV5353'NO. 4 1910-1942 AND CARDINE NO. 5 1910-1942, RESPECTIVELY.
 GV5353'
 GV5353'STATION IS ON THE N BANK OF THE JAMES RIVER.  ABOUT 1/2 MILE
 GV5353'E OF THE FERRY LANDING.  ABOUT 200 YARDS E OF SMALL PRIVATE
 GV5353'WHARF.  AND ABOUT 50 YARDS W OF THE W BANK OF A SMALL CREEK
 GV5353'THAT FLOWS INTO THE JAMES.  ON A NARROW GRAVEL BEACH WHICH
 GV5353'FORMS THE FRONT OF THE PROPERTY OF MR. WALTER LIPFORD, WHO
 GV5353'OWNS THE SUMMER HOME THAT IS NW OF THE STATION.
 GV5353'
 GV5353'TO REACH FROM THE INTERSECTION OF STATE ROUTES 5 AND 36 (20.2
 GV5353'MILES SE OF RICHMOND) BY FOLLOWING ROUTE 36 S FOR 0.65 MILE
 GV5353'TO GRAVEL ROAD LEADING SE.  FOLLOW GRAVEL ROAD 0.7 MILE TO
 GV5353'STONE GATEPOSTS WHICH MARK THE ENTRANCE TO PINECREST, THE SUMMER
 GV5353'HOME OF MR. LIPFORD.  CONTINUE ON GRAVEL ROAD TO REAR OF
 GV5353'HOUSE, PASSING IT ON THE E SIDE.  THENCE UP RISE TO 20-FOOT
 GV5353'BANK ABOVE THE GRAVEL BEACH MENTIONED ABOVE.
 GV5353
 GV5353                          STATION RECOVERY (1942)
 GV5353
 GV5353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5353'1910 DESCRIPTION IS ADEQUATE EXCEPT THAT STATION WAS RE-MARKED
 GV5353'BY A BRONZE U.S.C. AND G.S. DISK IN 1942.  DISTANCE TO OLD
 GV5353'REFERENCE MARK NO. 2 DOES NOT CHECK.  IT IS 25.45 INSTEAD
 GV5353'OF 25.637
 GV5353'
 GV5353'REFERENCE MARKS NOS. 1 AND 3 ARE LOST.
 GV5353'
 GV5353'TWO NEW REFERENCE MARKS (NOS. 4 AND 5) WERE ADDED IN 1942.
 GV5353'THEY ARE BRONZE DISKS.
 GV5353'
 GV5353'REFERENCE MARK NO. 4 IS 7.74 METERS FROM STATION.
 GV5353'
 GV5353'REFERENCE MARK NO. 5 IS 20.72 METERS FROM THE STATION.
 GV5353'
 GV5353'POSSIBLY A NEW DESCRIPTION WAS WRITTEN BY THE 1942 TRIANGULATION
 GV5353'PARTY.
 GV5353
 GV5353                          STATION RECOVERY (1948)
 GV5353
 GV5353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5353'STATION MARK AND R.M.S 4 AND 5 WERE FOUND AS DESCRIBED BY
 GV5353'J.B. JR. IN 1942.  R.M.S 1 AND 2, 1910, WERE NOT SEARCHED FOR.
 GV5353'THE 1942 DESCRIPTION IS ADEQUATE.
 GV5353
 GV5353                          STATION RECOVERY (1989)
 GV5353
 GV5353'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 GV5353'RECOVERED IN GOOD CONDITION.
 GV5353
 GV5353                          STATION RECOVERY (1996)
 GV5353
 GV5353'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5353'MARK NOT FOUND.
 GV5353
 GV5353                          STATION RECOVERY (2000)
 GV5353
 GV5353'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5353'RM 4 AND RM 5 NOT FOUND. PROPERTY NOW OWNED BY RUSSELL HARRIS.
 GV5353
 GV5353                          STATION RECOVERY (2001)
 GV5353
 GV5353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6882 ***********************************************************************
 HV6882  DESIGNATION -  CAREY
 HV6882  PID         -  HV6882
 HV6882  STATE/COUNTY-  VA/WESTMORELAND
 HV6882  USGS QUAD   -  KINSALE (1982)
 HV6882
 HV6882                         *CURRENT SURVEY CONTROL
 HV6882  ___________________________________________________________________
 HV6882* NAD 83(1993)-  38 03 33.28191(N)    076 37 24.26613(W)     ADJUSTED  
 HV6882* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 HV6882  ___________________________________________________________________
 HV6882  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 HV6882  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 HV6882
 HV6882  HORZ ORDER  -  FIRST
 HV6882
 HV6882.The horizontal coordinates were established by classical geodetic methods
 HV6882.and adjusted by the National Geodetic Survey in November 1994..
 HV6882
 HV6882.The orthometric height was scaled from a topographic map.
 HV6882
 HV6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6882
 HV6882.The geoid height was determined by GEOID03.
 HV6882
 HV6882;                    North         East     Units Scale Factor Converg.
 HV6882;SPC VA N     - 2,045,258.602 3,664,680.863   MT  0.99999553   +1 10 16.4
 HV6882;SPC VA N     - 6,710,152.60 12,023,207.13   sFT  0.99999553   +1 10 16.4
 HV6882;SPC MD       -    43,646.614   433,052.018   MT  1.00005060   +0 14 10.9
 HV6882;SPC MD       -   143,197.27  1,420,771.50   sFT  1.00005060   +0 14 10.9
 HV6882;SPC VA S     - 1,193,178.484 3,664,685.221   MT  1.00001821   +1 08 20.2
 HV6882;SPC VA S     - 3,914,619.74 12,023,221.43   sFT  1.00001821   +1 08 20.2
 HV6882;UTM  18      - 4,213,632.433   357,579.303   MT  0.99984982   -1 00 03.5
 HV6882
 HV6882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6882!SPC VA N     -   0.99999804  x   0.99999553  =   0.99999357
 HV6882!SPC MD       -   0.99999804  x   1.00005060  =   1.00004864
 HV6882!SPC VA S     -   0.99999804  x   1.00001821  =   1.00001625
 HV6882!UTM  18      -   0.99999804  x   0.99984982  =   0.99984786
 HV6882
 HV6882|---------------------------------------------------------------------|
 HV6882| PID    Reference Object                     Distance      Geod. Az  |
 HV6882|                                                           dddmmss.s |
 HV6882| CX2172 CAREY RM 1                           22.001 METERS 07453     |
 HV6882| CX2176 CAREY RM 5                           73.561 METERS 07950     |
 HV6882| HV6916 WASHINGTON NORFOLK AWY BCN 8        APPROX. 7.6 KM 2130240.5 |
 HV6882| HV6917 WESTMORELAND LOOKOUT TOWER          APPROX.11.4 KM 2373929.1 |
 HV6882| CX2173 CAREY RM 2 AZIMUTH                   30.745 METERS 32722     |
 HV6882| CX2174 CAREY RM 3                           30.751 METERS 33919     |
 HV6882| CX2175 CAREY RM 4                           61.984 METERS 34843     |
 HV6882|---------------------------------------------------------------------|
 HV6882
 HV6882                          SUPERSEDED SURVEY CONTROL
 HV6882
 HV6882  NAD 83(1993)-  38 03 33.28113(N)    076 37 24.27122(W) AD(       ) 1
 HV6882  NAD 83(1986)-  38 03 33.28243(N)    076 37 24.28178(W) AD(       ) 1
 HV6882  NAD 27      -  38 03 32.81900(N)    076 37 25.42800(W) AD(       ) 1
 HV6882
 HV6882.Superseded values are not recommended for survey control.
 HV6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6882.See file dsdata.txt to determine how the superseded data were derived.
 HV6882
 HV6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5757913632(NAD 83)
 HV6882_MARKER: DS = TRIANGULATION STATION DISK
 HV6882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV6882+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 HV6882
 HV6882  HISTORY     - Date     Condition        Report By
 HV6882  HISTORY     - 1934     MONUMENTED       CGS
 HV6882  HISTORY     - 1942     GOOD             CGS
 HV6882  HISTORY     - 1957     GOOD             CGS
 HV6882  HISTORY     - 1963     SEE DESCRIPTION  CGS
 HV6882  HISTORY     - 19981121 GOOD             USPSQD
 HV6882  HISTORY     - 20030313 GOOD             USPSQD
 HV6882  HISTORY     - 20051130 MARK NOT FOUND   USPSQD
 HV6882
 HV6882                          STATION DESCRIPTION
 HV6882
 HV6882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV6882'STATION IS 1.5 MILES SE OF HAGUE BY ROAD AND 0.3 MILE E OF NEW
 HV6882'HIGHWAY 3, 0.1 MILE S OF CROSSROADS KNOWN LOCALLY AS CAREYS
 HV6882'CORNER.  STATION IS ON THE PROPERTY OWNED BY E.C. GRIFFITH, WHO
 HV6882'LIVES AT SANDY POINT.  IT IS IN THE BARN LOT 100 FEET S OF A COW
 HV6882'SHED IN THE SW CORNER OF THE BARN YARD, 35 FEET E OF THE FENCE
 HV6882'LINE RUNNING N AND S, 22 FEET N OF THE E AND W FENCE LINE, AND
 HV6882'81.26 FEET S OF THE SW CORNER OF THE BARN.  MARK PROJECTS 4 INCHES
 HV6882'ABOVE THE SURFACE OF THE GROUND.
 HV6882'
 HV6882'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV6882'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV6882'
 HV6882'REFERENCE MARK NO. 1 IS 1-1/2 FEET N OF THE FENCE LINE RUNNING E
 HV6882'AND W.  MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 HV6882'
 HV6882'REFERENCE MARK NO. 3 IS 1 FOOT E OF THE FENCE LINE RUNNING N AND S
 HV6882'AND 25 FEET WNW OF THE SW CORNER OF THE COW SHED.  MARK PROJECTS 4
 HV6882'INCHES ABOVE THE SURFACE OF THE GROUND.
 HV6882'
 HV6882'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 12 FEET E OF THE CENTER
 HV6882'LINE OF THE DIRT ROAD RUNNING THROUGH THE ALBURN FARM, 3 FEET E OF
 HV6882'A LARGE CHESTNUT LIGHT POLE, AND 12 FEET N OF A SMALL TELEPHONE
 HV6882'POLE IN THE NW CORNER OF A CULTIVATED FIELD.  MARK IS VISIBLE FROM
 HV6882'THE GROUND AT THE STATION.
 HV6882'
 HV6882'TO REACH FOLLOW STATE HIGHWAY 3 TO HAGUE.  FROM HAGUE CONTINUE SE
 HV6882'ON STATE HIGHWAY 3 FOR 1.7 MILES TO DIRT T-ROAD E.  TURN E ON
 HV6882'T-ROAD AND GO 0.3 MILE TO CROSSROADS.  THIS IS CAREYS CORNER. HERE
 HV6882'TURN S AND GO ABOUT 0.1 MILE TO GRIFFITHS HOUSE AT TOP OF RIDGE
 HV6882'AND STATON SITE.
 HV6882'
 HV6882'A 103-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 HV6882'
 HV6882'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 HV6882'STATION.
 HV6882
 HV6882                          STATION RECOVERY (1942)
 HV6882
 HV6882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 HV6882'THE ORIGINAL DESCRIPTION IS ESSENTIALLY ACCURATE EXCEPT THAT A
 HV6882'SHED AND A N AND S FENCE MENTIONED IN THE DESCRIPTION HAVE BEEN
 HV6882'REMOVED, AND IT IS ADEQUATE EXCEPT THAT A DESCRIPTION OF THE
 HV6882'ROUTE TO THE AZIMUTH MARK IS NEEDED.  A COMPLETE NEW DESCRIPTION
 HV6882'CONTAINING THESE AND SOME OTHER SLIGHT CORRECTIONS FOLLOWS.
 HV6882'
 HV6882'STATION IS ABOUT 1-1/2 MILES SE OF THE VILLAGE OF HAGUE AND 0.1
 HV6882'MILE S OF THE CROSSROADS KNOWN LOCALLY AS CAREYS CORNER. IT IS IN
 HV6882'THE BARNYARD OF PROPERTY BELONGING TO E.C. GRIFFITH, 81 FEET S OF
 HV6882'THE SW CORNER OF THE MOST WESTERLY OF TWO BARNS, ABOUT 50 FEET E
 HV6882'OF THE CENTER OF A FARM ROAD, AND 22 FEET N OF AN E-W FENCE.  THE
 HV6882'SURFACE MARK PROJECTS 4 INCHES AND IS STAMPED CAREY 1934.
 HV6882'
 HV6882'REFERENCE MARK NO. 1 IS 1-1/2 FEET N OF A E-W FENCE, PROJECTS 3
 HV6882'INCHES, AND IS STAMPED CAREY NO. 1, 1934 I.
 HV6882'
 HV6882'REFERENCE MARK NO. 3 IS 24 FEET WNW OF SW CORNER OF THE BARN,
 HV6882'PROJECTS 4 INCHES, AND IS STAMPED CAREY NO. 3, 1934 3.
 HV6882'
 HV6882'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 12 FEET E OF THE CENTER OF
 HV6882'A WOODS ROAD, 9 FEET S OF A FENCE CORNER, AND 3 FEET S OF A POWER
 HV6882'LINE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED CAREY NO. 2 1934
 HV6882'2.  TO REACH THE MARK FROM THE STATION, GO NORTHERLY 0.1 MILE AND
 HV6882'TURN RIGHT, THENCE ABOUT 50 YARDS AND TURN LEFT, THENCE
 HV6882'NORTHWESTERLY 0.6 MILE AND TURN RIGHT ONTO A WOODS ROAD, THENCE
 HV6882'NORTHERLY 0.2 MILE TO THE CORNER OF A CULTIVATED FIELD AND THE
 HV6882'MARK ON THE RIGHT.
 HV6882'
 HV6882'TO REACH THE STATION FROM HAGUE, GO SOUTHEASTERLY OR TOWARD
 HV6882'CALLAO ON STATE HIGHWAY 202 FOR 1.7 MILES AND TURN LEFT ONTO
 HV6882'COUNTY HIGHWAY 611, THENCE EASTERLY 0.3 MILE TO CAREYS CORNER AND
 HV6882'TURN RIGHT, THENCE SOUTHERLY 0.1 MILE TO A BARNYARD AND THE
 HV6882'STATION ON THE LEFT.
 HV6882'
 HV6882'THE DISTANCE GIVEN ARE 0.07 FOOT LONGER AND 0.02 FOOT SHORTER FOR
 HV6882'REFERENCE MARKS NOS. 1 AND 3 RESPECTIVELY THAN THE DISTANCES GIVEN
 HV6882'FOR THE SAME IN THE ORIGINAL DESCRIPTION.  THIS WAS NOTED AND
 HV6882'RECHECKED AT THE STATION.  THE DIRECTIONS GIVEN ARE DIFFERENT FROM
 HV6882'THOSE OF THE ORIGINAL DESCRIPTION BY +13, -2.3, AND +1 FT 36 IN
 HV6882'FOR REFERENCE MARKS NOS. 1, 2, AND 3 RESPECTIVELY.
 HV6882'
 HV6882'LIGHTS ELEVATED 113 FEET AT NAVY, SISSONS, AND TOTUSKEY, 100 FEET
 HV6882'AT HEWITT AND NEHI, AND 74 FEET AT ST. GEORGE NAVY MARK WERE ALL
 HV6882'VISIBLE FROM 50 FEET ABOVE THE STATION.
 HV6882
 HV6882                          STATION RECOVERY (1957)
 HV6882
 HV6882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6882'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 HV6882'GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS 1 AND 3 WERE
 HV6882'VERIFIED.  THE ORIGINAL DESCRIPTON IS ADEQUATE AND COMPLETE WITH
 HV6882'THE FOLLOWING ADDITIONS--
 HV6882'
 HV6882'THE COW SHED HAS BEEN TORN DOWN.
 HV6882'
 HV6882'THE STATION MARK IS 207.0 FEET SOUTH OF A LONE 16 INCH CEDAR TREE,
 HV6882'78.0 FEET NORTHEAST OF A 4 INCH TWIN CEDAR TREE AND 48.0 FEET
 HV6882'EAST OF A WIRE FENCE.  IT IS STAMPED CAREY 1934 AND PROJECTS 3
 HV6882'INCHES ABOVE THE GROUND.
 HV6882'
 HV6882'R.M. 1 IS 4.0 FEET WEST OF A 4 INCH CHERRY TREE.  IT IS STAMPED
 HV6882'CAREY NO 1 1934 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 HV6882'
 HV6882'R.M. 2 (AZ. MK.) IS STAMPED CAREY NO 2 1934 AND PROJECTS 6 INCHES
 HV6882'ABOVE THE GROUND.
 HV6882'
 HV6882'R.M. 3 IS 17.5 FEET EAST OF A WIRE FENCE.  IT IS STAMPED CAREY NO
 HV6882'3 1934 AND PROJECTS 1 INCH ABOVE THE GROUND.
 HV6882
 HV6882                          STATION RECOVERY (1963)
 HV6882
 HV6882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 HV6882'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 HV6882'CONDITION.  THE PROPERTY OWNER REQUESTED THAT THE MARKS BE MOVED
 HV6882'BECAUSE OF FARM IMPROVEMENTS SO THE STATION MARK WAS LOWERED, TWO
 HV6882'NEW REFERENCE MARKS WERE ESTABLISHED AND REFERENCE MARKS NO. 1 AND
 HV6882'3 WERE DESTROYED.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS NOT
 HV6882'VISIBLE FROM THE GROUND BECAUSE OF SOME TREES.  ALL OF THE
 HV6882'BUILDINGS AND FENCES REFERRED TO IN PREVIOUS DESCRIPTIONS HAVE
 HV6882'BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV6882'
 HV6882'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF HAGUE ON THE HIGHEST
 HV6882'POINT IN THE VICINITY, AND ON THE PROPERTY OF MR. W. GRIFFITH.
 HV6882'STATION IS 358 FEET SOUTH OF DRIVEWAY LEADING TO OLD ABANDONED
 HV6882'BRICK HOUSE, 210 FEET SOUTH OF A LONE CEDAR TREE AND 242 FEET
 HV6882'WEST OF A LONE 48 INCH TREE.  A STEEL WITNESS POST WAS SET
 HV6882'DIRECTLY OVER MARK.  THE MARK IS A STANDARD DISK SET FLUSH IN AN
 HV6882'IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE AND THE
 HV6882'DISK IS STAMPED CAREY 1934 1963. NOTES 1C, 7A.
 HV6882'
 HV6882'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HAGUE GO SOUTH
 HV6882'ON SECONDARY STATE ROUTE 202 FOR 1.7 MILES TO A DRIVEWAY ON LEFT
 HV6882'JUST AFTER PASSING THE INTERSECTION ON STATE ROUTE 611.  TURN LEFT
 HV6882'AND GO 0.3 MILE ON DRIVEWAY.  TURN RIGHT OFF DRIVEWAY AND GO SOUTH
 HV6882'FOR ABOUT 0.05 MILE TO HIGHEST POINT AND STATION.1
 HV6882'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 3/4 OF A MILE NORTH
 HV6882'OF STATION, 12 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 9 FEET
 HV6882'WEST OF A FENCE CORNER, 1 FOOT EAST OF A UTILITY POLE AND 0.5 FOOT
 HV6882'SOUTH OF WIRE FENCE AND STEEL WITNESS POST.  THE MARK IS A
 HV6882'STANDARD DISK SET FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT WHICH
 HV6882'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAREY NO 2 1934 2.
 HV6882'NOTE 16A.
 HV6882'
 HV6882'REFERENCE MARK NO. 4 IS 155 FEET SOUTH OF THE APPROXIMATE
 HV6882'CENTERLINE OF DRIVEWAY, 8 FEET SOUTH OF AN 18 INCH CEDAR TREE AND
 HV6882'1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK IS A STANDARD DISK
 HV6882'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT IN
 HV6882'DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED CAREY NO 4
 HV6882'1934 1963.  NOTE 11B.
 HV6882'
 HV6882'REFERENCE MARK NO. 5 IS 136 FEET NORTH OF A CEDAR TREE AND 6 FEET
 HV6882'SOUTH OF A 48 INCH TREE.  THE MARK IS A STANDARD DISK SET FLUSH IN
 HV6882'A CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT IN DIAMETER, PROJECTS
 HV6882'ABOUT 4 INCHES AND THE DISK IS STAMPED CAREY NO 5 1934 1963.  NOTE
 HV6882'11B.  THE DISTANCES TO THE REFERENCE MARKS WAS MEASURED SLOPE.
 HV6882'
 HV6882'TO REACH REFERENCE MARK NO. 2 FROM STATION GO NORTH TO DRIVEWAY.
 HV6882'TURN LEFT AND GO 0.3 MILE WEST TO HIGHWAY.  TURN RIGHT AND GO
 HV6882'NORTH ON HIGHWAY FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HV6882'AND GO EAST ON DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT OR
 HV6882'SOUTH SIDE OF ROAD AS DESCRIBED.
 HV6882
 HV6882                          STATION RECOVERY (1998)
 HV6882
 HV6882'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6882'RECOVERED IN GOOD CONDITION.
 HV6882
 HV6882                          STATION RECOVERY (2003)
 HV6882
 HV6882'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6882'RECOVERED IN GOOD CONDITION.
 HV6882
 HV6882                          STATION RECOVERY (2005)
 HV6882
 HV6882'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6882'PROPERTY INACESSABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3772 ***********************************************************************
 HV3772  DESIGNATION -  CARH
 HV3772  PID         -  HV3772
 HV3772  STATE/COUNTY-  VA/FAUQUIER
 HV3772  USGS QUAD   -  WARRENTON (1978)
 HV3772
 HV3772                         *CURRENT SURVEY CONTROL
 HV3772  ___________________________________________________________________
 HV3772* NAD 83(1993)-  38 42 30.86286(N)    077 52 26.21119(W)     ADJUSTED  
 HV3772* NAVD 88     -       224.306  (meters)     735.91   (feet)  ADJUSTED  
 HV3772  ___________________________________________________________________
 HV3772  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 HV3772  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3772  DYNAMIC HT  -         224.172 (meters)     735.47  (feet)  COMP
 HV3772  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 HV3772
 HV3772  HORZ ORDER  -  SECOND
 HV3772  VERT ORDER  -  SECOND    CLASS 0
 HV3772
 HV3772.The horizontal coordinates were established by classical geodetic methods
 HV3772.and adjusted by the National Geodetic Survey in November 1994..
 HV3772
 HV3772.The orthometric height was determined by differential leveling
 HV3772.and adjusted by the National Geodetic Survey in June 1991..
 HV3772
 HV3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3772
 HV3772.The geoid height was determined by GEOID03.
 HV3772
 HV3772.The dynamic height is computed by dividing the NAVD 88
 HV3772.geopotential number by the normal gravity value computed on the
 HV3772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3772.degrees latitude (g = 980.6199 gals.).
 HV3772
 HV3772.The modeled gravity was interpolated from observed gravity values.
 HV3772
 HV3772;                    North         East     Units Scale Factor Converg.
 HV3772;SPC VA N     - 2,115,836.154 3,554,451.274   MT  0.99994964   +0 23 26.6
 HV3772;SPC VA N     - 6,941,705.78 11,661,562.22   sFT  0.99994964   +0 23 26.6
 HV3772;UTM  18      - 4,288,358.701   250,099.157   MT  1.00036910   -1 47 53.4
 HV3772
 HV3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3772!SPC VA N     -   0.99996988  x   0.99994964  =   0.99991952
 HV3772!UTM  18      -   0.99996988  x   1.00036910  =   1.00033897
 HV3772
 HV3772:                Primary Azimuth Mark                     Grid Az
 HV3772:SPC VA N     -  WARRENTON TRAINING CENTER MAST           048 58 04.2
 HV3772:UTM  18      -  WARRENTON TRAINING CENTER MAST           051 09 24.2
 HV3772
 HV3772|---------------------------------------------------------------------|
 HV3772| PID    Reference Object                     Distance      Geod. Az  |
 HV3772|                                                           dddmmss.s |
 HV3772| HV5607 WARRENTON TRAINING CENTER MAST      APPROX. 4.4 KM 0492130.8 |
 HV3772| DC6773 CARH AZ MK                                         1685036.8 |
 HV3772| DC6774 CARH RM 1                            24.628 METERS 18308     |
 HV3772|---------------------------------------------------------------------|
 HV3772
 HV3772                          SUPERSEDED SURVEY CONTROL
 HV3772
 HV3772  NAD 83(1986)-  38 42 30.86450(N)    077 52 26.22096(W) AD(       ) 2
 HV3772  NAD 27      -  38 42 30.44063(N)    077 52 27.23646(W) AD(       ) 2
 HV3772  NGVD 29 (??/??/??)  224.526  (m)          736.63   (f) ADJUSTED    2 0
 HV3772
 HV3772.Superseded values are not recommended for survey control.
 HV3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3772.See file dsdata.txt to determine how the superseded data were derived.
 HV3772
 HV3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5009988359(NAD 83)
 HV3772_MARKER: DE = TRAVERSE STATION DISK
 HV3772_SETTING: 80 = SET IN A BOULDER
 HV3772_SP_SET: BOULDER
 HV3772_STAMPING: CARH 1965
 HV3772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3772+STABILITY: SURFACE MOTION
 HV3772
 HV3772  HISTORY     - Date     Condition        Report By
 HV3772  HISTORY     - 1965     MONUMENTED       CGS
 HV3772  HISTORY     - 1965     GOOD             CGS
 HV3772
 HV3772                          STATION DESCRIPTION
 HV3772
 HV3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV3772'THE STATION IS LOCATED ABOUT 4 MILES WEST OF WARRENTON, ABOUT
 HV3772'2-1/2 MILES NORTHEAST OF WHERE U.S. HIGHWAY 211 CROSSES OVER
 HV3772'THE RAPPAHANNOCK RIVER AND ON CLEARED PASTURE LAND OWNED BY
 HV3772'MR. A.S. CARHOPT.
 HV3772'
 HV3772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15, 17,
 HV3772'29 AND 211 IN THE WEST EDGE OF WARRENTON, GO WEST ON U.S. HIGHWAY
 HV3772'211 FOR 3.45 MILES TO A TRACK ROAD ON THE RIGHT WITH A CATTLE
 HV3772'GUARD AND BOARD GATE, TURN RIGHT CROSSING CATTLE GUARD AND
 HV3772'FOLLOW TRACK ROAD UP HILL FOR 0.15 MILE TO A FORK AND THE
 HV3772'AZIMUTH MARK ON THE RIGHT.  TAKE THE LEFT FORK AND GO ABOUT
 HV3772'100 FEET TO A FORK, KEEP THE LEFT FORK AND FOLLOW TRACK ROAD
 HV3772'UP SLOPE OF HILL FOR 0.2 MILE TO A FENCE LINE, TURN RIGHT AND
 HV3772'GO 0.05 MILE TO THE STATION ON THE RIGHT.
 HV3772'
 HV3772'THE STATION MARK IS 79 FEET SOUTHEAST OF A WIRE FENCE AND 72
 HV3772'FEET EAST OF POWER LINE POLE NUMBER 73.  IT IS A STANDARD
 HV3772'TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A BOULDER, FLUSH AND
 HV3772'STAMPED CARH 1965.
 HV3772'
 HV3772'REFERENCE MARK NO. 1 IS 156 FEET SOUTHEAST OF THE WIRE FENCE.
 HV3772'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HV3772'BEDROCK WHICH PROJECTS 10 INCHES AND STAMPED CARH NO 1 1965
 HV3772'
 HV3772'THE AZIMUTH MARK IS 190 FEET SOUTH OF A WHITE HOUSE, 67 FEET
 HV3772'EAST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 5.8 FEET
 HV3772'WEST OF A 3-FOOT OAK TREE.  IT IS A STANDARD DISK CEMENTED
 HV3772'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 10
 HV3772'INCHES ON THE WEST SIDE AND STAMPED CARH 1965.
 HV3772'
 HV3772'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV3772
 HV3772                          STATION RECOVERY (1965)
 HV3772
 HV3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3772'3.7 MI W FROM WARRENTON.
 HV3772'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE JUNCTION OF
 HV3772'U.S. HIGHWAYS 15, 17, 29 AND 211, IN WARRENTON, TO A DIRT ROAD
 HV3772'ON THE RIGHT, TURN RIGHT, CROSSING A CATTLE GUARD, AND GO 0.5
 HV3772'MILE TO THE STATION SET IN THE TOP OF A BOULDER AT THE TOP OF
 HV3772'RIDGE, 79 FEET SOUTHEAST OF A WIRE FENCE, 72 FEET EAST OF A
 HV3772'POWER LINE POLE, 80.8 FEET NORTH OF RM 1, AND IS ABOUT 5 FEET
 HV3772'ABOVE THE LEVEL OF THE RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3773 ***********************************************************************
 HV3773  DESIGNATION -  CARH RM 1
 HV3773  PID         -  HV3773
 HV3773  STATE/COUNTY-  VA/RAPPAHANNOCK
 HV3773  USGS QUAD   -  WARRENTON (1978)
 HV3773
 HV3773                         *CURRENT SURVEY CONTROL
 HV3773  ___________________________________________________________________
 HV3773* NAD 83(1986)-  38 42 30.     (N)    077 52 26.     (W)     SCALED    
 HV3773* NAVD 88     -       223.064  (meters)     731.84   (feet)  ADJUSTED  
 HV3773  ___________________________________________________________________
 HV3773  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV3773  DYNAMIC HT  -         222.931 (meters)     731.40  (feet)  COMP
 HV3773  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 HV3773
 HV3773  VERT ORDER  -  SECOND    CLASS 0
 HV3773
 HV3773.The horizontal coordinates were scaled from a topographic map and have
 HV3773.an estimated accuracy of +/- 6 seconds.
 HV3773
 HV3773.The orthometric height was determined by differential leveling
 HV3773.and adjusted by the National Geodetic Survey in June 1991..
 HV3773
 HV3773.The geoid height was determined by GEOID03.
 HV3773
 HV3773.The dynamic height is computed by dividing the NAVD 88
 HV3773.geopotential number by the normal gravity value computed on the
 HV3773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3773.degrees latitude (g = 980.6199 gals.).
 HV3773
 HV3773.The modeled gravity was interpolated from observed gravity values.
 HV3773
 HV3773;                    North         East    Units  Estimated Accuracy
 HV3773;SPC VA N     - 2,115,810.    3,554,460.      MT  (+/- 180 meters Scaled)
 HV3773
 HV3773                          SUPERSEDED SURVEY CONTROL
 HV3773
 HV3773  NGVD 29 (??/??/??)  223.284  (m)          732.56   (f) ADJUSTED    2 0
 HV3773
 HV3773.Superseded values are not recommended for survey control.
 HV3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3773.See file dsdata.txt to determine how the superseded data were derived.
 HV3773
 HV3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH501883(NAD 83)
 HV3773_MARKER: DR = REFERENCE MARK DISK
 HV3773_SETTING: 66 = SET IN ROCK OUTCROP
 HV3773_SP_SET: BEDROCK
 HV3773_STAMPING: CARH NO 1 1965
 HV3773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV3773+STABILITY: POSITION/ELEVATION WELL
 HV3773
 HV3773  HISTORY     - Date     Condition        Report By
 HV3773  HISTORY     - 1965     MONUMENTED       CGS
 HV3773
 HV3773                          STATION DESCRIPTION
 HV3773
 HV3773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3773'3.7 MI W FROM WARRENTON.
 HV3773'AT THE CARH STATION SITE-- 80.8 FEET SOUTH OF THE STATION, 156
 HV3773'FEET SOUTHWEST OF THE WIRE FENCE, SET IN THE TOP OF AN OUTCROP
 HV3773'OF BEDROCK PROJECTING 10-INCH AND IS ABOUT 5 FEET BELOW THE LEVEL
 HV3773'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5277 ***********************************************************************
 GV5277  DESIGNATION -  CARILLON
 GV5277  PID         -  GV5277
 GV5277  STATE/COUNTY-  VA/C OF RICHMOND
 GV5277  USGS QUAD   -  RICHMOND (1994)
 GV5277
 GV5277                         *CURRENT SURVEY CONTROL
 GV5277  ___________________________________________________________________
 GV5277* NAD 83(1993)-  37 32 26.95965(N)    077 29 00.42317(W)     ADJUSTED  
 GV5277* NAVD 88     -       123.22   (+/-2cm)     404.3    (feet)  VERTCON   
 GV5277  ___________________________________________________________________
 GV5277  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GV5277  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GV5277
 GV5277  HORZ ORDER  -  FIRST
 GV5277  VERT ORDER  -  THIRD ? (See Below)
 GV5277
 GV5277.The horizontal coordinates were established by classical geodetic methods
 GV5277.and adjusted by the National Geodetic Survey in November 1994..
 GV5277
 GV5277.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5277.The vertical order pertains to the NGVD 29 superseded value.
 GV5277
 GV5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5277
 GV5277.The geoid height was determined by GEOID03.
 GV5277
 GV5277;                    North         East     Units Scale Factor Converg.
 GV5277;SPC VA S     - 1,134,485.421 3,589,833.618   MT  0.99994996   +0 37 01.1
 GV5277;SPC VA S     - 3,722,057.59 11,777,645.80   sFT  0.99994996   +0 37 01.1
 GV5277;UTM  18      - 4,157,768.721   280,589.296   MT  1.00019302   -1 30 49.8
 GV5277
 GV5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5277!SPC VA S     -   0.99998584  x   0.99994996  =   0.99993580
 GV5277!UTM  18      -   0.99998584  x   1.00019302  =   1.00017885
 GV5277
 GV5277|---------------------------------------------------------------------|
 GV5277| PID    Reference Object                     Distance      Geod. Az  |
 GV5277|                                                           dddmmss.s |
 GV5277| DC5219 CARILLON RM 1                         4.082 METERS 04113     |
 GV5277| GV5258 RICHMOND CITY HALL RADIO MAST       APPROX. 4.5 KM 0894443.5 |
 GV5277| GV5702 RICHMOND TV STA WCVE WCVW MAST      APPROX.10.9 KM 2532402.0 |
 GV5277| GV5697 RICHMOND FOREST HILL TANK           APPROX. 5.2 KM 2592509.8 |
 GV5277| GV5701 RICHMOND STRATFORD TANK             APPROX. 3.5 KM 2621718.6 |
 GV5277| GV5694 RICHMOND BON AIR NEW TANK           APPROX. 6.9 KM 2651745.6 |
 GV5277| DC5220 CARILLON RM 2                         4.087 METERS 27349     |
 GV5277|---------------------------------------------------------------------|
 GV5277
 GV5277                          SUPERSEDED SURVEY CONTROL
 GV5277
 GV5277  NAD 83(1986)-  37 32 26.96587(N)    077 29 00.43997(W) AD(       ) 1
 GV5277  NAD 27      -  37 32 26.43864(N)    077 29 01.49588(W) AD(       ) 1
 GV5277  NGVD 29 (07/19/86)  123.53   (m)          405.3    (f) LEVELING    3  
 GV5277
 GV5277.Superseded values are not recommended for survey control.
 GV5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5277.See file dsdata.txt to determine how the superseded data were derived.
 GV5277
 GV5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8058957769(NAD 83)
 GV5277_MARKER: N = NAIL
 GV5277_SETTING: 0 = UNSPECIFIED SETTING
 GV5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5277+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 GV5277
 GV5277  HISTORY     - Date     Condition        Report By
 GV5277  HISTORY     - 1972     MONUMENTED       VA2060
 GV5277  HISTORY     - 19951024 MARK NOT FOUND   USPSQD
 GV5277  HISTORY     - 20000307 GOOD             USPSQD
 GV5277  HISTORY     - 20040303 GOOD             USPSQD
 GV5277
 GV5277                          STATION DESCRIPTION
 GV5277
 GV5277'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5277'THE CARILLON MONUMENT IS LOCATED ABOUT 2 MILES SOUTHWEST OF
 GV5277'THE CENTER OF RICHMOND, 0.5 MILE NORTH OF THE JAMES RIVER AND
 GV5277'NEAR THE CENTER OF WILLIAM BYRD PARK.
 GV5277'
 GV5277'TO REACH THE STATION FROM THE GROUND, TAKE THE ELEVATOR
 GV5277'TO THE FIFTH FLOOR, THEN WALK UP 2 FLIGHTS OF STAIRS TO A
 GV5277'WALKWAY AROUND THE DOME OF THE MONUMENT.  THE STATION IS
 GV5277'MARKED WITH A NAIL DRIVEN INTO THE CONCRETE WALKWAY AT THE
 GV5277'SOUTHEAST CORNER OF THE MONUMENT (PERMISSION COULD NOT BE
 GV5277'OBTAINED TO SET A DISK IN THE WALKWAY).  IT IS 3.55 FEET
 GV5277'NORTHWEST OF INSIDE OF SOUTHEAST CORNER OF WALKWAY, 3.72 FEET
 GV5277'WEST OF INSIDE OF EAST RAIL AND 3.72 FEET NORTH OF INSIDE OF
 GV5277'SOUTH RAIL.
 GV5277'
 GV5277'REFERENCE MARK 1 IS A CHISELED CROSS ON THE EAST CONCRETE RAIL
 GV5277'OF THE MONUMENT.
 GV5277'
 GV5277'REFERENCE MARK 2 IS A CHISELED CROSS ON THE SOUTH CONCRETE
 GV5277'RAIL OF THE MONUMENT.
 GV5277'
 GV5277'NUMEROUS INTERSECTION STATIONS ARE VISIBLE AND WILL SERVE AS
 GV5277'AZIMUTH MARKS.
 GV5277
 GV5277                          STATION RECOVERY (1995)
 GV5277
 GV5277'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5277'MARK NOT FOUND.
 GV5277
 GV5277                          STATION RECOVERY (2000)
 GV5277
 GV5277'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5277'RECOVERED IN GOOD CONDITION.
 GV5277
 GV5277                          STATION RECOVERY (2004)
 GV5277
 GV5277'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4221 ***********************************************************************
 GV4221  DESIGNATION -  CARL VFC 1941
 GV4221  PID         -  GV4221
 GV4221  STATE/COUNTY-  VA/MATHEWS
 GV4221  USGS QUAD   -  MATHEWS (1965)
 GV4221
 GV4221                         *CURRENT SURVEY CONTROL
 GV4221  ___________________________________________________________________
 GV4221* NAD 83(1993)-  37 27 04.68964(N)    076 16 18.93705(W)     ADJUSTED  
 GV4221* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4221  ___________________________________________________________________
 GV4221  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 GV4221  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 GV4221
 GV4221  HORZ ORDER  -  THIRD
 GV4221
 GV4221.The horizontal coordinates were established by classical geodetic methods
 GV4221.and adjusted by the National Geodetic Survey in September 1995..
 GV4221
 GV4221.The orthometric height was scaled from a topographic map.
 GV4221
 GV4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4221
 GV4221.The geoid height was determined by GEOID03.
 GV4221
 GV4221;                    North         East     Units Scale Factor Converg.
 GV4221;SPC VA S     - 1,126,393.023 3,697,117.369   MT  0.99994647   +1 21 08.2
 GV4221;SPC VA S     - 3,695,507.78 12,129,625.90   sFT  0.99994647   +1 21 08.2
 GV4221;UTM  18      - 4,145,698.158   387,498.881   MT  0.99975590   -0 46 24.7
 GV4221
 GV4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4221!SPC VA S     -   1.00000555  x   0.99994647  =   0.99995202
 GV4221!UTM  18      -   1.00000555  x   0.99975590  =   0.99976145
 GV4221
 GV4221:                Primary Azimuth Mark                     Grid Az
 GV4221:SPC VA S     -  HOOK VFC 1920                            005 03 59.1
 GV4221:UTM  18      -  HOOK VFC 1920                            007 11 32.0
 GV4221
 GV4221|---------------------------------------------------------------------|
 GV4221| PID    Reference Object                     Distance      Geod. Az  |
 GV4221|                                                           dddmmss.s |
 GV4221| GV4234 HOOK VFC 1920                       APPROX. 1.1 KM 0062507.3 |
 GV4221|---------------------------------------------------------------------|
 GV4221
 GV4221                          SUPERSEDED SURVEY CONTROL
 GV4221
 GV4221  NAD 83(1993)-  37 27 04.69017(N)    076 16 18.93561(W) AD(       ) 3
 GV4221  NAD 83(1986)-  37 27 04.69666(N)    076 16 18.96045(W) AD(       ) 3
 GV4221  NAD 27      -  37 27 04.21500(N)    076 16 20.16600(W) AD(       ) 3
 GV4221
 GV4221.Superseded values are not recommended for survey control.
 GV4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4221.See file dsdata.txt to determine how the superseded data were derived.
 GV4221
 GV4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8749945698(NAD 83)
 GV4221_MARKER: U = CONCRETE POST
 GV4221_SETTING: 0 = UNSPECIFIED SETTING
 GV4221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4221
 GV4221  HISTORY     - Date     Condition        Report By
 GV4221  HISTORY     - 1941     MONUMENTED       CGS
 GV4221  HISTORY     - 1944     GOOD             CGS
 GV4221  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4221
 GV4221                          STATION DESCRIPTION
 GV4221
 GV4221'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FER)
 GV4221'ON LOW SAND RIDGE, COVERED IN PART BY A GROWTH OF SALT WATER
 GV4221'BUSHES.  AN IRON PIPE MARKING THE LINE OF PRIVATE PLANTING
 GV4221'GROUND.
 GV4221'
 GV4221'MARKED BY CONCRETE MARKER.
 GV4221
 GV4221                          STATION RECOVERY (1944)
 GV4221
 GV4221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4221'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4221'IS ADEQUATE FOR PRESENT DAY RECOVERY.
 GV4221
 GV4221                          STATION RECOVERY (2002)
 GV4221
 GV4221'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5414 ***********************************************************************
 HV5414  DESIGNATION -  CARLTON
 HV5414  PID         -  HV5414
 HV5414  STATE/COUNTY-  VA/CAROLINE
 HV5414  USGS QUAD   -  PORT ROYAL (1968)
 HV5414
 HV5414                         *CURRENT SURVEY CONTROL
 HV5414  ___________________________________________________________________
 HV5414* NAD 83(1993)-  38 08 51.23858(N)    077 12 55.53167(W)     ADJUSTED  
 HV5414* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 HV5414  ___________________________________________________________________
 HV5414  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 HV5414  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HV5414
 HV5414  HORZ ORDER  -  FIRST
 HV5414
 HV5414.The horizontal coordinates were established by classical geodetic methods
 HV5414.and adjusted by the National Geodetic Survey in November 1994..
 HV5414
 HV5414.The orthometric height was scaled from a topographic map.
 HV5414
 HV5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5414
 HV5414.The geoid height was determined by GEOID03.
 HV5414
 HV5414;                    North         East     Units Scale Factor Converg.
 HV5414;SPC VA N     - 2,054,166.560 3,612,595.158   MT  0.99998180   +0 48 06.2
 HV5414;SPC VA N     - 6,739,378.12 11,852,322.61   sFT  0.99998180   +0 48 06.2
 HV5414;SPC VA S     - 1,202,111.501 3,612,601.688   MT  1.00003802   +0 46 46.7
 HV5414;SPC VA S     - 3,943,927.48 11,852,344.04   sFT  1.00003802   +0 46 46.7
 HV5414;UTM  18      - 4,224,506.943   305,870.396   MT  1.00006416   -1 22 07.9
 HV5414
 HV5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5414!SPC VA N     -   0.99999643  x   0.99998180  =   0.99997823
 HV5414!SPC VA S     -   0.99999643  x   1.00003802  =   1.00003445
 HV5414!UTM  18      -   0.99999643  x   1.00006416  =   1.00006059
 HV5414
 HV5414:                Primary Azimuth Mark                     Grid Az
 HV5414:SPC VA N     -  CARLTON RM 1                             025 24 34.8
 HV5414:SPC VA S     -  CARLTON RM 1                             025 25 54.3
 HV5414:UTM  18      -  CARLTON RM 1                             027 34 48.9
 HV5414
 HV5414|---------------------------------------------------------------------|
 HV5414| PID    Reference Object                     Distance      Geod. Az  |
 HV5414|                                                           dddmmss.s |
 HV5414| DC6775 CARLTON RM 1                                       0261241.0 |
 HV5414| DC6776 CARLTON RM 2                         27.843 METERS 10750     |
 HV5414| DC6777 CARLTON RM 3                         32.815 METERS 20255     |
 HV5414| HV5415 RICHMOND WASHINGTON AWY BN 50       APPROX.12.4 KM 2673604.3 |
 HV5414|---------------------------------------------------------------------|
 HV5414
 HV5414                          SUPERSEDED SURVEY CONTROL
 HV5414
 HV5414  NAD 83(1993)-  38 08 51.24002(N)    077 12 55.54439(W) AD(       ) 1
 HV5414  NAD 83(1986)-  38 08 51.23974(N)    077 12 55.54717(W) AD(       ) 1
 HV5414  NAD 27      -  38 08 50.77000(N)    077 12 56.62500(W) AD(       ) 1
 HV5414
 HV5414.Superseded values are not recommended for survey control.
 HV5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5414.See file dsdata.txt to determine how the superseded data were derived.
 HV5414
 HV5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0587024507(NAD 83)
 HV5414_MARKER: DS = TRIANGULATION STATION DISK
 HV5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5414
 HV5414  HISTORY     - Date     Condition        Report By
 HV5414  HISTORY     - 1934     MONUMENTED       CGS
 HV5414  HISTORY     - 1949     GOOD             AMS
 HV5414  HISTORY     - 1962     GOOD             CGS
 HV5414  HISTORY     - 19990210 GOOD             USPSQD
 HV5414  HISTORY     - 20020116 MARK NOT FOUND   USPSQD
 HV5414
 HV5414                          STATION DESCRIPTION
 HV5414
 HV5414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5414'STATION IS ON THE PROPERTY OF MR. SAMUEL CARLTON, ON TOP OF
 HV5414'RIDGE ALONG ROAD 1.5 MILES S OF PORT ROYAL, VIRGINIA, 2 FEET
 HV5414'N OF PROPERTY BETWEEN SAMUEL CARLTON AND MATTIE MATTOX, 11
 HV5414'PACES E OF CENTER LINE OF TOP SOIL ROAD, 18 PACES NNE OF A
 HV5414'24-INCH CHERRY TREE, 50 PACES WNW OF 1-STORY FRAME DWELLING
 HV5414'OF MATTIE MATTOX, AT S END OF LONG NARROW FIELD ON E SIDE OF
 HV5414'ROAD, 27 PACES E OF PROPOSED HIGHWAY RELOCATION STATION 537
 HV5414'PLUS 10.
 HV5414'
 HV5414'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5414'DISKS SET IN CONCRETE.
 HV5414'
 HV5414'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.35 MILE NE OF STATION,
 HV5414'67 PACES SE OF CENTER LINE OF ROAD, 18 INCHES N OF FENCE LINE,
 HV5414'6 PACES SSE OF 24-INCH OAK TREE, 7 PACES W OF 18-INCH TREE
 HV5414'AT N END OF FIELD.  MARK PROJECTS 4 INCHES.
 HV5414'
 HV5414'REFERENCE MARK NO. 2 IS E OF STATION, 25 PACES NW OF 1-STORY
 HV5414'FRAME DWELLING, 2 FEET N OF PROPERTY LINE FENCE OF SAMUEL
 HV5414'CARLTON AND MATTIE MATTOX, 10 PACES NE OF WOODS IN SE CORNER
 HV5414'OF CARLTON PROPERTY.  MARK PROJECTS 8 INCHES.
 HV5414'
 HV5414'REFERENCE MARK NO. 3 IS S OF STATION, 17 PACES SSE OF
 HV5414'24-INCH CHERRY TREE, 7 PACES E OF TOP SOIL ROAD, 48 PACES W
 HV5414'OF 1-STORY FRAME DWELLING OF MATTIE MATTOX.
 HV5414'
 HV5414'TO REACH THE STATION, GO TO PORT ROYAL, ON U.S. ROUTE 17, TURN
 HV5414'S ON TOP SOIL ROAD AND GO 1.5 MILES TO RESIDENCE OF MATTIE
 HV5414'MATTOX.
 HV5414'
 HV5414'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 HV5414
 HV5414                          STATION RECOVERY (1949)
 HV5414
 HV5414'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 HV5414'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT
 HV5414'THE ONE-STORY DWELLING IS MISSING.  IT IS 10 FT. E OF TELEPHONE
 HV5414'POLE 205, AND IN AN OLD FENCE LINE.  IT IS A STANDARD STATION
 HV5414'DISK, STAMPED CARLTON 1934 AND SET IN A CONCRETE MONUMENT
 HV5414'PROJECTING ABOUT 6 IN. ABOVE THE SURFACE OF THE GROUND AND
 HV5414'1 FT. HIGHER THAN THE CENTERLINE OF A TRAIL.
 HV5414
 HV5414                          STATION RECOVERY (1962)
 HV5414
 HV5414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HV5414'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 HV5414'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1
 HV5414'(AZIMUTH MARK) WAS ALSO RECOVERED BUT IN VERY POOR CONDITION.
 HV5414'THE MARK APPEARS TO HAVE BEEN STRUCK BY HEAVY EQUIPMENT AND
 HV5414'IS LEANING VERY BADLY.  THE STATION MARK HAS HAD THE CORNERS
 HV5414'KNOCKED OFF BUT THE MARK IS FIRM.  THERE IS NO TRACE OF THE
 HV5414'1 STORY FRAME DWELLING NEAR THE STATION SITE.
 HV5414
 HV5414                          STATION RECOVERY (1999)
 HV5414
 HV5414'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5414'RECOVERED IN GOOD CONDITION.
 HV5414
 HV5414                          STATION RECOVERY (2002)
 HV5414
 HV5414'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV5414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1265 ***********************************************************************
 GV1265  DESIGNATION -  CARMEL AZ MK RESET
 GV1265  PID         -  GV1265
 GV1265  STATE/COUNTY-  VA/CAROLINE
 GV1265  USGS QUAD   -  RUTHER GLEN (1985)
 GV1265
 GV1265                         *CURRENT SURVEY CONTROL
 GV1265  ___________________________________________________________________
 GV1265* NAD 83(1986)-  37 57 43.     (N)    077 29 28.     (W)     SCALED    
 GV1265* NAVD 88     -        60.809  (meters)     199.50   (feet)  ADJUSTED  
 GV1265  ___________________________________________________________________
 GV1265  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GV1265  DYNAMIC HT  -          60.770 (meters)     199.38  (feet)  COMP
 GV1265  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 GV1265
 GV1265  VERT ORDER  -  SECOND    CLASS 0
 GV1265
 GV1265.The horizontal coordinates were scaled from a topographic map and have
 GV1265.an estimated accuracy of +/- 6 seconds.
 GV1265
 GV1265.The orthometric height was determined by differential leveling
 GV1265.and adjusted by the National Geodetic Survey in June 1991..
 GV1265
 GV1265.The geoid height was determined by GEOID03.
 GV1265
 GV1265.The dynamic height is computed by dividing the NAVD 88
 GV1265.geopotential number by the normal gravity value computed on the
 GV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1265.degrees latitude (g = 980.6199 gals.).
 GV1265
 GV1265.The modeled gravity was interpolated from observed gravity values.
 GV1265
 GV1265;                    North         East    Units  Estimated Accuracy
 GV1265;SPC VA N     - 2,033,260.    3,588,660.      MT  (+/- 180 meters Scaled)
 GV1265
 GV1265                          SUPERSEDED SURVEY CONTROL
 GV1265
 GV1265  NGVD 29 (??/??/??)   61.093  (m)          200.44   (f) ADJUSTED    2 0
 GV1265
 GV1265.Superseded values are not recommended for survey control.
 GV1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1265.See file dsdata.txt to determine how the superseded data were derived.
 GV1265
 GV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH811045(NAD 83)
 GV1265_MARKER: DZ = AZIMUTH MARK DISK
 GV1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1265_STAMPING: CARMEL 1941 RESET 1959
 GV1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1265+STABILITY: SURFACE MOTION
 GV1265
 GV1265  HISTORY     - Date     Condition        Report By
 GV1265  HISTORY     - 1959     MONUMENTED       CGS
 GV1265  HISTORY     - 1960     GOOD             CGS
 GV1265  HISTORY     - 19950121 POOR             USPSQD
 GV1265  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1265  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1265
 GV1265                          STATION DESCRIPTION
 GV1265
 GV1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1265'2.2 MI NW FROM CARMEL CHURCH.
 GV1265'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 GV1265'JUNCTION OF STATE HIGHWAY 204 AT CARMEL CHURCH, ABOUT 1.4 MILES
 GV1265'SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF ROAD
 GV1265'601 AT GOLANSVILLE, 0.15 MILE NORTH OF THE T JUNCTION OF ROAD
 GV1265'657 LEADING WEST, 60 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY
 GV1265'1, 15 1/2 FEET WEST OF THE THIRD POWER LINE POLE NORTH OF JUNCTION
 GV1265'OF ROAD 657, 41 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST
 GV1265'OF A WIRE FENCE, 30 YARDS SOUTHWEST OF THE JUNCTION OF HIGHWAY 1
 GV1265'AND A DRIVE LEADING EAST TO MIDWAY CABINS, 2 FEET NORTHWEST
 GV1265'OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 GV1265'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 GV1265'INCHES.
 GV1265
 GV1265                          STATION RECOVERY (1995)
 GV1265
 GV1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1265'MARK RECOVERED IN POOR CONDITION.
 GV1265
 GV1265                          STATION RECOVERY (2002)
 GV1265
 GV1265'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1265'MARK NOT FOUND.
 GV1265
 GV1265                          STATION RECOVERY (2003)
 GV1265
 GV1265'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1268 ***********************************************************************
 GV1268  DESIGNATION -  CARMEL RESET
 GV1268  PID         -  GV1268
 GV1268  STATE/COUNTY-  VA/CAROLINE
 GV1268  USGS QUAD   -  RUTHER GLEN (1985)
 GV1268
 GV1268                         *CURRENT SURVEY CONTROL
 GV1268  ___________________________________________________________________
 GV1268* NAD 83(1993)-  37 57 25.31244(N)    077 29 34.05670(W)     ADJUSTED  
 GV1268* NAVD 88     -        73.808  (meters)     242.15   (feet)  ADJUSTED  
 GV1268  ___________________________________________________________________
 GV1268  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 GV1268  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GV1268  DYNAMIC HT  -          73.761 (meters)     242.00  (feet)  COMP
 GV1268  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 GV1268
 GV1268  HORZ ORDER  -  SECOND
 GV1268  VERT ORDER  -  SECOND    CLASS 0
 GV1268
 GV1268.The horizontal coordinates were established by classical geodetic methods
 GV1268.and adjusted by the National Geodetic Survey in November 1994..
 GV1268
 GV1268.The orthometric height was determined by differential leveling
 GV1268.and adjusted by the National Geodetic Survey in June 1991..
 GV1268
 GV1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1268
 GV1268.The geoid height was determined by GEOID03.
 GV1268
 GV1268.The dynamic height is computed by dividing the NAVD 88
 GV1268.geopotential number by the normal gravity value computed on the
 GV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1268.degrees latitude (g = 980.6199 gals.).
 GV1268
 GV1268.The modeled gravity was interpolated from observed gravity values.
 GV1268
 GV1268;                    North         East     Units Scale Factor Converg.
 GV1268;SPC VA N     - 2,032,715.523 3,588,516.510   MT  1.00001434   +0 37 43.0
 GV1268;SPC VA N     - 6,669,000.85 11,773,324.58   sFT  1.00001434   +0 37 43.0
 GV1268;SPC VA S     - 1,180,668.313 3,588,515.182   MT  0.99999826   +0 36 40.7
 GV1268;SPC VA S     - 3,873,575.96 11,773,320.23   sFT  0.99999826   +0 36 40.7
 GV1268;UTM  18      - 4,203,978.915   280,994.770   MT  1.00019077   -1 32 01.9
 GV1268
 GV1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1268!SPC VA N     -   0.99999350  x   1.00001434  =   1.00000784
 GV1268!SPC VA S     -   0.99999350  x   0.99999826  =   0.99999176
 GV1268!UTM  18      -   0.99999350  x   1.00019077  =   1.00018427
 GV1268
 GV1268:                Primary Azimuth Mark                     Grid Az
 GV1268:SPC VA N     -  CARMEL AZ MK RESET                       013 28 49.8
 GV1268:SPC VA S     -  CARMEL AZ MK RESET                       013 29 52.1
 GV1268:UTM  18      -  CARMEL AZ MK RESET                       015 38 34.7
 GV1268
 GV1268|---------------------------------------------------------------------|
 GV1268| PID    Reference Object                     Distance      Geod. Az  |
 GV1268|                                                           dddmmss.s |
 GV1268| GV1265 CARMEL AZ MK RESET                                 0140632.8 |
 GV1268| HV5434 BOWLING GREEN MUNICIPAL TANK        APPROX.16.6 KM 0512332.9 |
 GV1268| GV1267 CARMEL RM 3                          23.905 METERS 05140     |
 GV1268| DC5223 CARMEL RM 1                          22.510 METERS 05618     |
 GV1268| HV5435 CAROLINE LOOKOUT TOWER              APPROX.14.7 KM 0702921.5 |
 GV1268| GV5309 RICHMOND WASHINGTON AWY BN 48B      APPROX.15.9 KM 1380241.4 |
 GV1268| DC5224 CARMEL RM 2                          38.130 METERS 17453     |
 GV1268| GV5679 ASHLAND UPPER HANOVER LOT           APPROX.17.1 KM 2120600.5 |
 GV1268| GV1266 CARMEL RM 4                          23.110 METERS 29149     |
 GV1268| DC5221 CARMEL AZ MK                                       3443242.6 |
 GV1268|---------------------------------------------------------------------|
 GV1268
 GV1268                          SUPERSEDED SURVEY CONTROL
 GV1268
 GV1268  NAD 83(1986)-  37 57 25.31649(N)    077 29 34.07168(W) AD(       ) 2
 GV1268  NAD 27      -  37 57 24.81800(N)    077 29 35.13400(W) AD(       ) 2
 GV1268  NGVD 29 (??/??/??)   74.090  (m)          243.08   (f) ADJUSTED    2 0
 GV1268
 GV1268.Superseded values are not recommended for survey control.
 GV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1268.See file dsdata.txt to determine how the superseded data were derived.
 GV1268
 GV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8099503979(NAD 83)
 GV1268_MARKER: DS = TRIANGULATION STATION DISK
 GV1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1268_STAMPING: CARMEL 1941 1959
 GV1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1268+STABILITY: SURFACE MOTION
 GV1268
 GV1268  HISTORY     - Date     Condition        Report By
 GV1268  HISTORY     - 1941     MONUMENTED       CGS
 GV1268  HISTORY     - 1954     GOOD             AMS
 GV1268  HISTORY     - 1959     GOOD             CGS
 GV1268  HISTORY     - 1960     GOOD             CGS
 GV1268  HISTORY     - 19950121 GOOD             USPSQD
 GV1268  HISTORY     - 19970223 GOOD             USPSQD
 GV1268  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1268
 GV1268                          STATION DESCRIPTION
 GV1268
 GV1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV1268'STATION IS ABOUT 7 MILES N OF DOSWELL, 2 MILES N OF MT. CARMEL
 GV1268'CHURCH AND 1/4 MILE W OF U.S. HIGHWAY 1.  IT IS 0.2 MILE S OF
 GV1268'COUNTY HIGHWAY 657, 79 FEET SW OF CABLE LINE POLE NO. 3134, 44
 GV1268'FEET E OF THE CENTER OF A DIRT ROAD AND 34 FEET NE OF A TELEGRAPH
 GV1268'LINE POLE.  IT IS STAMPED CARMEL 1941 AND PROJECTS 8 INCHES.
 GV1268'
 GV1268'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV1268'BRONZE DISKS SET IN CONCRETE.
 GV1268'
 GV1268'REFERENCE MARK NO. 1 IS NE OF THE STATION, 9 FEET S OF CABLE LINE
 GV1268'POLE NO. 3134.  IT IS STAMPED CARMEL NO. 1 1941 AND PROJECTS
 GV1268'1 FOOT.
 GV1268'
 GV1268'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 25 FEET E OF THE
 GV1268'CENTER OF A DIRT ROAD.  IT IS STAMPED CARMEL NO. 2 1941 AND
 GV1268'PROJECTS 1 FOOT.
 GV1268'
 GV1268'AZIMUTH MARK IS AT A SE FENCE CORNER, 10 FEET W OF THE CENTER OF A
 GV1268'FIELD ROAD AND 44 FEET NW OF A TELEGRAPH LINE POLE.  IT IS STAMPED
 GV1268'CARMEL 1941 AND PROJECTS 1 FOOT.  TO REACH FROM THE STATION, GO
 GV1268'N 0.2 MILE TO A COUNTY HIGHWAY 657, CONTINUE N ON A FIELD ROAD
 GV1268'FOR 0.1 MILE TO A SW FENCE CORNER AND MARK.
 GV1268'
 GV1268'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON U.S. HIGHWAY
 GV1268'1, JUST N OF DOSWELL, GO N ON HIGHWAY 1, FOR 6.85 MILES TO A
 GV1268'SIDE ROAD LEFT, COUNTY HIGHWAY 657 (THIS IS 2.05 MILES N OF MT.
 GV1268'CARMEL CHURCH AND JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 GV1268'207), GO W ON COUNTY HIGHWAY 657 FOR 0.25 MILE TO A CROSS ROAD,
 GV1268'TURN LEFT (S) AND GO 0.2 MILE TO STATION ON LEFT (E) SIDE OF
 GV1268'ROAD.
 GV1268'
 GV1268'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT PAIGE.
 GV1268'
 GV1268'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT MILFORD.
 GV1268'
 GV1268'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT REEDY.
 GV1268'
 GV1268'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT DAWN.
 GV1268'
 GV1268'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT ANNA.
 GV1268'
 GV1268'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT HARRIS.
 GV1268'
 GV1268'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT TYLER.
 GV1268'
 GV1268'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV1268
 GV1268                          STATION RECOVERY (1954)
 GV1268
 GV1268'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV1268'STATION, STAMPED CARMEL 1941 AND SET IN CONCRETE, RECOVERED AS
 GV1268'DESCRIBED IN GOOD CONDITION, BUT THAT PART OF THE DESCRIPTION
 GV1268'READING 34 FT. NE OF A TELEGRAPH POLE SHOULD BE DELETED BECAUSE THE
 GV1268'TELEGRAPH POLE LINE NO LONGER EXISTS.  ALL OTHER INFORMATION IS
 GV1268'SATISFACTORY.
 GV1268'
 GV1268'REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.  AZIMUTH MARK
 GV1268'RECOVERED AS DESCRIBED.
 GV1268
 GV1268                          STATION RECOVERY (1959)
 GV1268
 GV1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1268'STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 GV1268'FOUND IN GOOD CONDITION.  THE STATION MARK WAS LOWERED AT THE
 GV1268'REQUEST OF THE LAND OWNER.  R.M. 1, R.M. 2 AND THE AZIMUTH MARK
 GV1268'WERE CREATING A HAZARD TO THE LAND OWNER AND WERE DESTROYED.  R.M.
 GV1268'3, R.M. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A NEW
 GV1268'DESCRIPTION TO THE MARKS FOLLOWS.
 GV1268'
 GV1268'STATION, STAMPED CARMEL 1941 1959, IS SET ABOUT 12 INCHES BELOW THE
 GV1268'SURFACE OF THE GROUND.  IT IS 43.0 FEET EAST OF THE CENTERLINE OF
 GV1268'THE ROAD, 75.8 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST
 GV1268'AND 78.5 FEET WEST-SOUTHWEST OF TELEGRAPH POLE 3134.
 GV1268'
 GV1268'R.M. 3, STAMPED CARMEL NO 3 1941 1959, PROJECTS ABOUT 3 INCHES.
 GV1268'IT IS 1.0 FOOT SOUTH OF TELEGRAPH POLE 3134, 117.0 FEET EAST OF
 GV1268'THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET ABOVE THE ELEVATION
 GV1268'OF THE STATION.
 GV1268'
 GV1268'R.M. 4, STAMPED CARMEL NO 4 1941 1959, PROJECTS ABOUT 3 INCHES.
 GV1268'IT IS 14.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET
 GV1268'NORTH OF A STANDARD METAL WITNESS POST, 1.0 FOOT EAST OF A
 GV1268'NORTH-SOUTH FENCE LINE AND IS ABOUT 2 FEET ABOVE THE ELEVATION
 GV1268'OF THE STATION.
 GV1268'
 GV1268'AZIMUTH MARK, STAMPED CARMEL 1941 RESET 1959, PROJECTS ABOUT 4
 GV1268'INCHES.  IT IS 1.0 FEET NORTHEAST OF THE FENCE, 15.0 FEET WEST
 GV1268'OF A POWERLINE POLE, 2.2 FEET NORTHWEST OF A STANDARD METAL
 GV1268'WITNESS POST, 60.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 GV1268'HIGHWAY 1 AND 41.0 FEET NORTHEAST OF A FENCE CORNER POST.
 GV1268'
 GV1268'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LADYSMITH,
 GV1268'GO SOUTH ON U.S. HIGHWAY 1 FOR 2.7 MILES TO GOLANSVILLE.  CONTINUE
 GV1268'SOUTH ON U.S. HIGHWAY 1 FOR 1.45 MILES TO THE AZIMUTH MARK ON
 GV1268'THE RIGHT, WEST SIDE OF ROAD.  CONTINUE SOUTH ON U.S. HIGHWAY
 GV1268'1 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST ON
 GV1268'COUNTY ROUTE 657 FOR 0.2 MILE.  TURN LEFT, GO SOUTH ON COUNTY
 GV1268'ROUTE 657 FOR 0.15 MILE TO THE STATION ON THE LEFT, EAST SIDE
 GV1268'OF THE ROAD.
 GV1268
 GV1268                          STATION RECOVERY (1960)
 GV1268
 GV1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV1268'2.5 MI NW FROM CARMEL CHURCH.
 GV1268'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 GV1268'OF STATE HIGHWAY 207 AT CARMEL CHURCH, THENCE ABOUT 0.2 MILE
 GV1268'WEST AND 0.2 MILE SOUTH ALONG ROAD 657, 43 FEET EAST OF CENTER
 GV1268'LINE OF ROAD 657, 79 FEET SOUTHWEST OF CABLE LINE POLE 3134,
 GV1268'78.4 FEET SOUTHWEST OF R M 3, 75.8 FEET SOUTHEAST OF AND
 GV1268'ACROSS THE ROAD FROM R M 4, 74 1/2 FEET SOUTHEAST OF AND
 GV1268'ACROSS THE ROAD FROM A STEEL WITNESS POST, IN A CULTIVATED
 GV1268'FIELD, AND SET IN TOP OF A CONCRETE POST 1 FOOT BELOW THE SURFACE
 GV1268'OF THE GROUND.
 GV1268
 GV1268                          STATION RECOVERY (1995)
 GV1268
 GV1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1268'RECOVERED IN GOOD CONDITION.
 GV1268
 GV1268                          STATION RECOVERY (1997)
 GV1268
 GV1268'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1268'RECOVERED IN GOOD CONDITION.
 GV1268
 GV1268                          STATION RECOVERY (2002)
 GV1268
 GV1268'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1267 ***********************************************************************
 GV1267  DESIGNATION -  CARMEL RM 3
 GV1267  PID         -  GV1267
 GV1267  STATE/COUNTY-  VA/CAROLINE
 GV1267  USGS QUAD   -  RUTHER GLEN (1985)
 GV1267
 GV1267                         *CURRENT SURVEY CONTROL
 GV1267  ___________________________________________________________________
 GV1267* NAD 83(1986)-  37 57 24.     (N)    077 29 34.     (W)     SCALED    
 GV1267* NAVD 88     -        73.934  (meters)     242.57   (feet)  ADJUSTED  
 GV1267  ___________________________________________________________________
 GV1267  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GV1267  DYNAMIC HT  -          73.888 (meters)     242.41  (feet)  COMP
 GV1267  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 GV1267
 GV1267  VERT ORDER  -  SECOND    CLASS 0
 GV1267
 GV1267.The horizontal coordinates were scaled from a topographic map and have
 GV1267.an estimated accuracy of +/- 6 seconds.
 GV1267
 GV1267.The orthometric height was determined by differential leveling
 GV1267.and adjusted by the National Geodetic Survey in June 1991..
 GV1267
 GV1267.The geoid height was determined by GEOID03.
 GV1267
 GV1267.The dynamic height is computed by dividing the NAVD 88
 GV1267.geopotential number by the normal gravity value computed on the
 GV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1267.degrees latitude (g = 980.6199 gals.).
 GV1267
 GV1267.The modeled gravity was interpolated from observed gravity values.
 GV1267
 GV1267;                    North         East    Units  Estimated Accuracy
 GV1267;SPC VA N     - 2,032,680.    3,588,520.      MT  (+/- 180 meters Scaled)
 GV1267
 GV1267                          SUPERSEDED SURVEY CONTROL
 GV1267
 GV1267  NGVD 29 (??/??/??)   74.217  (m)          243.49   (f) ADJUSTED    2 0
 GV1267
 GV1267.Superseded values are not recommended for survey control.
 GV1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1267.See file dsdata.txt to determine how the superseded data were derived.
 GV1267
 GV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH809039(NAD 83)
 GV1267_MARKER: DR = REFERENCE MARK DISK
 GV1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1267_STAMPING: CARMEL NO 3 1949 1959
 GV1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1267+STABILITY: SURFACE MOTION
 GV1267
 GV1267  HISTORY     - Date     Condition        Report By
 GV1267  HISTORY     - 1959     MONUMENTED       CGS
 GV1267  HISTORY     - 1960     GOOD             CGS
 GV1267  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV1267  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1267  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1267
 GV1267                          STATION DESCRIPTION
 GV1267
 GV1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1267'2.5 MI NW FROM CARMEL CHURCH.
 GV1267'78.4 FEET NORTHEAST OF TRIANGULATION STATION CARMEL, DESCRIBED,
 GV1267'117 1/2 FEET EAST OF THE CENTER LINE OF ROAD 657, 1 FOOT
 GV1267'SOUTH OF CABLE LINE POLE 3134, 133.5 FEET EAST OF R M 4, ABOUT
 GV1267'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GV1267'PROJECTING 3 INCHES.
 GV1267
 GV1267                          STATION RECOVERY (1995)
 GV1267
 GV1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1267'MARK NOT FOUND.
 GV1267
 GV1267                          STATION RECOVERY (2002)
 GV1267
 GV1267'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1267'MARK NOT FOUND.
 GV1267
 GV1267                          STATION RECOVERY (2003)
 GV1267
 GV1267'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1266 ***********************************************************************
 GV1266  DESIGNATION -  CARMEL RM 4
 GV1266  PID         -  GV1266
 GV1266  STATE/COUNTY-  VA/CAROLINE
 GV1266  USGS QUAD   -  RUTHER GLEN (1985)
 GV1266
 GV1266                         *CURRENT SURVEY CONTROL
 GV1266  ___________________________________________________________________
 GV1266* NAD 83(1986)-  37 57 24.     (N)    077 29 34.     (W)     SCALED    
 GV1266* NAVD 88     -        74.051  (meters)     242.95   (feet)  ADJUSTED  
 GV1266  ___________________________________________________________________
 GV1266  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GV1266  DYNAMIC HT  -          74.004 (meters)     242.79  (feet)  COMP
 GV1266  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 GV1266
 GV1266  VERT ORDER  -  SECOND    CLASS 0
 GV1266
 GV1266.The horizontal coordinates were scaled from a topographic map and have
 GV1266.an estimated accuracy of +/- 6 seconds.
 GV1266
 GV1266.The orthometric height was determined by differential leveling
 GV1266.and adjusted by the National Geodetic Survey in June 1991..
 GV1266
 GV1266.The geoid height was determined by GEOID03.
 GV1266
 GV1266.The dynamic height is computed by dividing the NAVD 88
 GV1266.geopotential number by the normal gravity value computed on the
 GV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1266.degrees latitude (g = 980.6199 gals.).
 GV1266
 GV1266.The modeled gravity was interpolated from observed gravity values.
 GV1266
 GV1266;                    North         East    Units  Estimated Accuracy
 GV1266;SPC VA N     - 2,032,680.    3,588,520.      MT  (+/- 180 meters Scaled)
 GV1266
 GV1266                          SUPERSEDED SURVEY CONTROL
 GV1266
 GV1266  NGVD 29 (??/??/??)   74.334  (m)          243.88   (f) ADJUSTED    2 0
 GV1266
 GV1266.Superseded values are not recommended for survey control.
 GV1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1266.See file dsdata.txt to determine how the superseded data were derived.
 GV1266
 GV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH809039(NAD 83)
 GV1266_MARKER: DR = REFERENCE MARK DISK
 GV1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1266_STAMPING: CARMEL NO 4 1941 1959
 GV1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1266+STABILITY: SURFACE MOTION
 GV1266
 GV1266  HISTORY     - Date     Condition        Report By
 GV1266  HISTORY     - 1959     MONUMENTED       CGS
 GV1266  HISTORY     - 1960     GOOD             CGS
 GV1266  HISTORY     - 19950121 GOOD             USPSQD
 GV1266  HISTORY     - 20020323 POOR             USPSQD
 GV1266
 GV1266                          STATION DESCRIPTION
 GV1266
 GV1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1266'2.5 MI NW FROM CARMEL CHURCH.
 GV1266'75.8 FEET NORTHWEST OF TRIANGULATION STATION CARMEL, DESCRIBED,
 GV1266'133.5 FEET WEST OF CABLE LINE POLE 3134, 133.5 FEET WEST OF R M 3,
 GV1266'13 FEET WEST OF THE CENTER LINE OF ROAD 657, 1 FOOT EAST OF A
 GV1266'WIRE FENCE, 2.2 FEET NORTH OF A STEEL WITNESS POST, AND SET
 GV1266'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1266
 GV1266                          STATION RECOVERY (1995)
 GV1266
 GV1266'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1266'RECOVERED IN GOOD CONDITION.
 GV1266
 GV1266                          STATION RECOVERY (2002)
 GV1266
 GV1266'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1266'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4417 ***********************************************************************
 GV4417  DESIGNATION -  CARMINES 2
 GV4417  PID         -  GV4417
 GV4417  STATE/COUNTY-  VA/GLOUCESTER
 GV4417  USGS QUAD   -  CLAY BANK (1984)
 GV4417
 GV4417                         *CURRENT SURVEY CONTROL
 GV4417  ___________________________________________________________________
 GV4417* NAD 83(1993)-  37 16 56.62213(N)    076 32 05.54503(W)     ADJUSTED  
 GV4417* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4417  ___________________________________________________________________
 GV4417  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV4417  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 GV4417
 GV4417  HORZ ORDER  -  SECOND
 GV4417
 GV4417.The horizontal coordinates were established by classical geodetic methods
 GV4417.and adjusted by the National Geodetic Survey in September 1995..
 GV4417
 GV4417.The orthometric height was scaled from a topographic map.
 GV4417
 GV4417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4417
 GV4417.The geoid height was determined by GEOID03.
 GV4417
 GV4417;                    North         East     Units Scale Factor Converg.
 GV4417;SPC VA S     - 1,107,135.317 3,674,248.268   MT  0.99994650   +1 11 33.7
 GV4417;SPC VA S     - 3,632,326.45 12,054,596.19   sFT  0.99994650   +1 11 33.7
 GV4417;UTM  18      - 4,127,304.231   363,935.317   MT  0.99982806   -0 55 47.6
 GV4417
 GV4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4417!SPC VA S     -   1.00000548  x   0.99994650  =   0.99995198
 GV4417!UTM  18      -   1.00000548  x   0.99982806  =   0.99983354
 GV4417
 GV4417|---------------------------------------------------------------------|
 GV4417| PID    Reference Object                     Distance      Geod. Az  |
 GV4417|                                                           dddmmss.s |
 GV4417| DD5036 SE COR OF SE BRICK PIER                            01120     |
 GV4417| DC9055 CARMINES 2 RM 3                      30.600 METERS 01132     |
 GV4417| DC9056 CARMINES 3 RM 4                      25.578 METERS 02516     |
 GV4417| GV4441 MUM                                 APPROX. 2.8 KM 1360909.6 |
 GV4417| GV4440 MINE DEPOT LIGHT ON PIER            APPROX. 3.4 KM 1680017.9 |
 GV4417| GV4533 MARINE BARRACKS FLAGPOLE            APPROX. 3.8 KM 1754619.7 |
 GV4417| GV4532 MARINE BARRACKS BLACK STACK         APPROX. 3.8 KM 1774118.9 |
 GV4417| GV4546 WATER TANK LACKEY                   APPROX. 5.3 KM 1923507.7 |
 GV4417| GV4439 MINE                                APPROX. 2.7 KM 2162030.8 |
 GV4417| GV4414 BEACON OFF SANDY POINT              APPROX. 1.7 KM 2182721.1 |
 GV4417| GV4436 LIGHT ON CLEMENTS WHARF             APPROX. 0.7 KM 2310638.7 |
 GV4417| GV4442 NAVY MINE DEPOT SQUAT TANK          APPROX. 4.0 KM 2473444.4 |
 GV4417| GV4413 BARN BELOW KINGS CREEK CUPOLA       APPROX. 5.3 KM 2561933.1 |
 GV4417| GV4445 PENNIMAN TANK                       APPROX. 6.5 KM 2735329.7 |
 GV4417| GV4437 LOW TANK                            APPROX. 5.9 KM 2760828.1 |
 GV4417| DC9054 CARMINES 2 RM 2                      16.180 METERS 29750     |
 GV4417| GV4446 PIPE ON LOW HSE BELOW GREEN PT      436.059 METERS 3141803.1 |
 GV4417| DD5037 SE COR OF SW BRICK PIER                            34341     |
 GV4417| DC9053 CARMINES 2 RM 1                      16.130 METERS 34456     |
 GV4417| GV4463 CARMINES 3                           19.296 METERS 35437     |
 GV4417|---------------------------------------------------------------------|
 GV4417
 GV4417                          SUPERSEDED SURVEY CONTROL
 GV4417
 GV4417  NAD 83(1993)-  37 16 56.62317(N)    076 32 05.55137(W) AD(       ) 2
 GV4417  NAD 83(1986)-  37 16 56.62907(N)    076 32 05.57423(W) AD(       ) 2
 GV4417  NAD 27      -  37 16 56.11000(N)    076 32 06.74000(W) AD(       ) 2
 GV4417
 GV4417.Superseded values are not recommended for survey control.
 GV4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4417.See file dsdata.txt to determine how the superseded data were derived.
 GV4417
 GV4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6393527304(NAD 83)
 GV4417_MARKER: DS = TRIANGULATION STATION DISK
 GV4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4417
 GV4417  HISTORY     - Date     Condition        Report By
 GV4417  HISTORY     - 1911     MONUMENTED       CGS
 GV4417  HISTORY     - 1932     SEE DESCRIPTION  CGS
 GV4417  HISTORY     - 1944     GOOD             CGS
 GV4417  HISTORY     - 1945     GOOD             CGS
 GV4417  HISTORY     - 1952     GOOD             CGS
 GV4417  HISTORY     - 1980     GOOD             LOCENG
 GV4417  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4417  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4417
 GV4417                          STATION DESCRIPTION
 GV4417
 GV4417'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4417'THIS STATION IS AT CLEMENTS WHARF, 3.25 MILES ABOVE GLOUCESTER
 GV4417'POINT, BELOW THE LOWER RAIL ON WHARF, 18 METERS BACK FROM GRASS
 GV4417'LINE FORMED BY CUT BANK 1 FOOT HIGH, ON FLAT GRASSY GROUND
 GV4417'ABOUT 1 FOOT ABOVE HIGH WATER.
 GV4417'
 GV4417'STATION IS MARKED BY A CEMENT POST 8 BY 8 BY 24 INCHES WITH A
 GV4417'STANDARD BRASS C. AND G.S. TRIANGULATION DISK EMBEDDED IN IT,
 GV4417'AND REINFORCED BY WIRE.  POST PROJECTS 2 INCHES ABOVE GROUND.
 GV4417'
 GV4417'REFERENCE MARK NO. 1 IS THE SE CORNER OF SW PIER UNDER
 GV4417'DWELLING HOUSE STANDING ON THE NW SIDE OF TRACK WHICH IS 2 METERS
 GV4417'FROM EDGE OF BANK.
 GV4417'
 GV4417'REFERENCE MARK NO. 2 IS THE SE CORNER OF THE SE BRICK PIER
 GV4417'UNDER DWELLING HOUSE ON DOWN RIVER SIDE OF WHARF PIER.
 GV4417'
 GV4417'REFERENCE MARK NO. 1 IS 59.067 METERS FROM STATION.
 GV4417'
 GV4417'REFERENCE MARK NO. 2 IS 30.608 METERS FROM STATION.
 GV4417'
 GV4417'REFERENCE MARK NO. 2 IS ON LINE 235 DEG 10 MIN 35.0 SEC TO RIGHT
 GV4417'OF LINE TO STATION MUM.
 GV4417
 GV4417                          STATION RECOVERY (1932)
 GV4417
 GV4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4417'THIS STATION WAS A BRASS ROD OR CAP ON A PIPE, 1-INCH IN DIAMETER
 GV4417'WITH A CONICAL DEPRESSION IN THE CENTER, SET IN AN 8-INCH
 GV4417'SQUARE CONCRETE POST.  STATION WAS RE-MARKED WITH A STANDARD
 GV4417'BRASS DISK SET IN AN 18-INCH SQUARE CONCRETE POST BUILT AROUND
 GV4417'OLD MARK AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.  CLEMENTS
 GV4417'WHARF IS GONE.  JUST A FEW OF THE OLD PILES REMAINING.  THE
 GV4417'HOUSE USED AS REFERENCE MARK NO. 1 IS ALSO GONE.
 GV4417'
 GV4417'AT PRESENT THE STATION IS ON THE PROPERTY OF H.N. PEMBERTON,
 GV4417'IN A MARSHY, GRASS-COVERED FIELD, JUST E OF HIS HOUSE.  IT IS
 GV4417'ABOUT 10 METERS N OF A FENCE PARALLEL TO RIVER AND ABOUT 4
 GV4417'METERS INSHORE FROM HIGH WATER, AND ABOUT 16 METERS E OF FENCE
 GV4417'AROUND PEMBERTONS HOUSE.
 GV4417'
 GV4417'REFERENCE MARK NO. 1 IS A STANDARD BRASS DISK SET IN TOP OF A
 GV4417'6-INCH TILE PIPE FILLED WITH CONCRETE.  IT IS 1 FOOT E OF
 GV4417'FENCE AROUND HOUSE AND 14 METERS N OF FENCE CORNER.
 GV4417'
 GV4417'REFERENCE MARK NO. 2 IS A 3/4-INCH BRASS DISK SET IN A 4-INCH
 GV4417'SQUARE CONCRETE POST, 3 METERS E OF FENCE CORNER.
 GV4417'
 GV4417'REFERENCE MARK NO. 3 IS SE CORNER OF BRICK FOUNDATION OF
 GV4417'PEMBERTONS HOUSE.
 GV4417
 GV4417                          STATION RECOVERY (1944)
 GV4417
 GV4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4417'STATION RECOVERED IN GOOD CONDITION 7 METERS OFFSHORE FROM
 GV4417'HIGH-WATER LINE.  THE 1932 DESCRIPTION IS CORRECT AND ADEQUATE FOR
 GV4417'PRESENT-DAY RECOVERY.  THERE IS A VIRGINIA FISHERIES
 GV4417'COMMISSION STATION MARK IN FAIR CONDITION 21.10 METERS FROM
 GV4417'THE STATION AND ALMOST ON LINE WITH REFERENCE MARK 2.
 GV4417
 GV4417                          STATION RECOVERY (1945)
 GV4417
 GV4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCJ)
 GV4417'STATION RECOVERED AS DESCRIBED.  MARK AS PLACED IN 1932 IN GOOD
 GV4417'CONDITION.  REFERENCE MARK NO. 2 FOUND AND IN GOOD CONDITION.
 GV4417'REFERENCE MARK NO. 1 IS PROBABLY COVERED BY FILL, BUT FENCE
 GV4417'NOTED IN DESCRIPTION IS STILL THERE.  REFERENCE MARK NO. 3
 GV4417'HAS BEEN LOST, THE BRICK FOUNDATION HAS BEEN REPLACED.  THERE
 GV4417'WERE NO PILES LEFT OF THE OLD PIER.
 GV4417
 GV4417                          STATION RECOVERY (1952)
 GV4417
 GV4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4417'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 GV4417'AND ADEQUATE.
 GV4417
 GV4417                          STATION RECOVERY (1980)
 GV4417
 GV4417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GWS)
 GV4417'CARMINE 2 CONDITION GOOD AT PRESENT BUT SHORE WASHING BADLY MARK WILL
 GV4417'SOON WASH OUT.
 GV4417'RECOMMEND IT BE RESET BACK IN MARSH.
 GV4417'
 GV4417'HOUSE HAS BEEN REBUILT AND NOT SAME DISTANCE.  RM 1 MAYBE IN BUT IT
 GV4417'IS DOUBTFUL.  IF CARMINE NOT RESET WILL PROBABLY WASH AWAY WITHIN
 GV4417'NEXT YEAR.
 GV4417'CAN DRIVE TO THE FORMER PEMBESTON HOUSE NOW OWNED BY BLOXOM.
 GV4417
 GV4417                          STATION RECOVERY (1997)
 GV4417
 GV4417'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4417'MARK NOT FOUND.
 GV4417
 GV4417                          STATION RECOVERY (2002)
 GV4417
 GV4417'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4463 ***********************************************************************
 GV4463  DESIGNATION -  CARMINES 3
 GV4463  PID         -  GV4463
 GV4463  STATE/COUNTY-  VA/GLOUCESTER
 GV4463  USGS QUAD   -  CLAY BANK (1984)
 GV4463
 GV4463                         *CURRENT SURVEY CONTROL
 GV4463  ___________________________________________________________________
 GV4463* NAD 83(1993)-  37 16 57.24528(N)    076 32 05.61859(W)     ADJUSTED  
 GV4463* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4463  ___________________________________________________________________
 GV4463  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 GV4463  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 GV4463
 GV4463  HORZ ORDER  -  THIRD
 GV4463
 GV4463.The horizontal coordinates were established by classical geodetic methods
 GV4463.and adjusted by the National Geodetic Survey in September 1995..
 GV4463
 GV4463.The orthometric height was scaled from a topographic map.
 GV4463
 GV4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4463
 GV4463.The geoid height was determined by GEOID03.
 GV4463
 GV4463;                    North         East     Units Scale Factor Converg.
 GV4463;SPC VA S     - 1,107,154.485 3,674,246.057   MT  0.99994649   +1 11 33.6
 GV4463;SPC VA S     - 3,632,389.34 12,054,588.94   sFT  0.99994649   +1 11 33.6
 GV4463;UTM  18      - 4,127,323.466   363,933.817   MT  0.99982806   -0 55 47.6
 GV4463
 GV4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4463!SPC VA S     -   1.00000548  x   0.99994649  =   0.99995197
 GV4463!UTM  18      -   1.00000548  x   0.99982806  =   0.99983354
 GV4463
 GV4463|---------------------------------------------------------------------|
 GV4463| PID    Reference Object                     Distance      Geod. Az  |
 GV4463|                                                           dddmmss.s |
 GV4463| DC9056 CARMINES 3 RM 4                      13.320 METERS 07253     |
 GV4463| GV4540 PITZ                                APPROX. 5.0 KM 1602712.8 |
 GV4463| GV4417 CARMINES 2                           19.296 METERS 17437     |
 GV4463| GV4442 NAVY MINE DEPOT SQUAT TANK          APPROX. 4.0 KM 2471857.6 |
 GV4463| DC9057 CARMINES 3 RM 5                      15.868 METERS 33752     |
 GV4463|---------------------------------------------------------------------|
 GV4463
 GV4463                          SUPERSEDED SURVEY CONTROL
 GV4463
 GV4463  NAD 83(1993)-  37 16 57.24632(N)    076 32 05.62492(W) AD(       ) 3
 GV4463  NAD 83(1986)-  37 16 57.25223(N)    076 32 05.64780(W) AD(       ) 3
 GV4463  NAD 27      -  37 16 56.73316(N)    076 32 06.81356(W) AD(       ) 3
 GV4463
 GV4463.Superseded values are not recommended for survey control.
 GV4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4463.See file dsdata.txt to determine how the superseded data were derived.
 GV4463
 GV4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6393427323(NAD 83)
 GV4463_MARKER: DS = TRIANGULATION STATION DISK
 GV4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4463
 GV4463  HISTORY     - Date     Condition        Report By
 GV4463  HISTORY     - 1980     MONUMENTED       NGS
 GV4463  HISTORY     - 19970225 GOOD             USPSQD
 GV4463  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4463
 GV4463                          STATION DESCRIPTION
 GV4463
 GV4463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GV4463'THE STATION IS ABOUT 3-1/4 MILE NORTH OF GLOUCESTER POINT, ON
 GV4463'CARMINES ISLAND ON PROPERTY OWNED BY MR. I.B. BLOXOM JR WHO LIVES
 GV4463'AT THE STATION SITE.
 GV4463'
 GV4463'THIS STATION REPLACES CARMINES 2 1911 WHICH IS IN DANGER OF BEING
 GV4463'DESTROYED BY EROSION.  HOWEVER THE MONUMENT WAS NOT DESTROYED
 GV4463'AT THIS TIME.
 GV4463'
 GV4463'TO REACH THE STATION FROM THE POST OFICE IN WICOMICO, GO SOUTHWESTERL
 GV4463'ON COUNTY ROUTE 1303 FOR 0.55 MILE TO THE END OF PAVEMENT, CONTINUE
 GV4463'SOUTHWESTERLY ON SAND ROAD FOR 0.4 MILE TO A PRIVATE BRIDGE.  CROSS
 GV4463'BRIDGE AND GO WESTERLY FOR 0.2 MILE TO THE END OF THE ROAD AND THE
 GV4463'BLOXOM HOME AND THE STATION IN THE BACK YARD.
 GV4463'
 GV4463'THE STATION MARKS ARE STANDARD DISKS STAMPED---CARMINES 3
 GV4463'1980---.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE
 GV4463'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE SUBSURFACE DISK
 GV4463'IS SET IN AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE SURFACE
 GV4463'OF THE GROUND.  THEY ARE 138 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GV4463'OF THE HOUSE, 48.3 FEET EAST OF THE EAST END OF A WHARF AT THE WOOD
 GV4463'RETAINING WALL, 48 FEET WEST OF A CEDAR TREE AND 4.5 FEET SOUTHWEST
 GV4463'OF A 2-INCH PINE TREE.
 GV4463'
 GV4463'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CARMINES 3 NO 4
 GV4463'1980---SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 GV4463'FLUSH WITH THE GROUND.  IT IS 108 FEET SOUTH-SOUTHWEST OF THE
 GV4463'SOUTHWEST CORNER OF BRICK HOME OF MR. BLOXOM, 92.1 FEET EAST OF EAST
 GV4463'END OF WOOD WARF AT THE RETAINING WALL, 7.5 FEET SOUTHWEST OF THE
 GV4463'CEDAR TREE AND ABOUT ONE FOOT LOWER THAN THE STATION MARK
 GV4463'
 GV4463'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CARMINES 3 NO 5
 GV4463'1980---SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 GV4463'FLUSH WITH THE GROUND.  IT IS 116 WEST OF THE SOUTHWEST CORNER OF
 GV4463'THE HOUSE, 68 FEET NORTHWEST OF THE CEDAR TREE, 30.5 FEET EAST OF
 GV4463'A WOOD RETAINING WALL, 27.5 FEET NORTH OF A 12-INCH HOLLY TREE AND
 GV4463'ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 GV4463'
 GV4463'STATION PITZ 1949 MAY BE USED AS AN AZIMUTH.
 GV4463'
 GV4463'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 GV4463'NOS) DISK STAMPED---CARMINES 2---SET INTO THE TOP OF A SQUARE
 GV4463'CONCRETE MONUMENT 46 CM (18 INCHES) ON SIDE RECESSED 8 CM (3 INCHES)
 GV4463'BELOW THE GROUND LOCATED 58.2 METERS (191 FEET) SW FROM SW CORNER
 GV4463'HOUSE, 1.8 METERS (6 FEET) E FROM H.W.M. AT BANK, AND 18.9 METERS (62
 GV4463'FEET) SE FROM SW CORNER OF RETAINING WALL (WOOD).
 GV4463
 GV4463                          STATION RECOVERY (1997)
 GV4463
 GV4463'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4463'RECOVERED IN GOOD CONDITION.
 GV4463
 GV4463                          STATION RECOVERY (2002)
 GV4463
 GV4463'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0917 ***********************************************************************
 FW0917  DESIGNATION -  CAROL
 FW0917  PID         -  FW0917
 FW0917  STATE/COUNTY-  VA/NORTHAMPTON
 FW0917  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0917
 FW0917                         *CURRENT SURVEY CONTROL
 FW0917  ___________________________________________________________________
 FW0917* NAD 83(1993)-  37 12 29.67138(N)    075 48 37.66020(W)     ADJUSTED  
 FW0917* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 FW0917  ___________________________________________________________________
 FW0917  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FW0917  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FW0917
 FW0917  HORZ ORDER  -  SECOND
 FW0917
 FW0917.The horizontal coordinates were established by classical geodetic methods
 FW0917.and adjusted by the National Geodetic Survey in September 1995..
 FW0917
 FW0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0917
 FW0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0917
 FW0917.The geoid height was determined by GEOID03.
 FW0917
 FW0917;                    North         East     Units Scale Factor Converg.
 FW0917;SPC VA S     - 1,100,492.932 3,738,701.488   MT  0.99994924   +1 37 56.5
 FW0917;SPC VA S     - 3,610,533.89 12,266,056.47   sFT  0.99994924   +1 37 56.5
 FW0917;UTM  18      - 4,118,281.330   428,084.833   MT  0.99966371   -0 29 24.4
 FW0917
 FW0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0917!SPC VA S     -   1.00000522  x   0.99994924  =   0.99995446
 FW0917!UTM  18      -   1.00000522  x   0.99966371  =   0.99966893
 FW0917
 FW0917|---------------------------------------------------------------------|
 FW0917| PID    Reference Object                     Distance      Geod. Az  |
 FW0917|                                                           dddmmss.s |
 FW0917| DC7889 CAROL RM 1                           11.170 METERS 13109     |
 FW0917| DC7890 CAROL RM 2                           10.771 METERS 22649     |
 FW0917| FW0972 MOCKHORN ISLAND RANGE TOWER         APPROX. 8.5 KM 2624054.0 |
 FW0917|---------------------------------------------------------------------|
 FW0917
 FW0917                          SUPERSEDED SURVEY CONTROL
 FW0917
 FW0917  NAD 83(1993)-  37 12 29.67233(N)    075 48 37.64492(W) AD(       ) 2
 FW0917  NAD 83(1986)-  37 12 29.67409(N)    075 48 37.69833(W) AD(       ) 2
 FW0917  NAD 27      -  37 12 29.15999(N)    075 48 38.97645(W) AD(       ) 2
 FW0917  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 FW0917
 FW0917.Superseded values are not recommended for survey control.
 FW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0917.See file dsdata.txt to determine how the superseded data were derived.
 FW0917
 FW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2808518281(NAD 83)
 FW0917_MARKER: DS = TRIANGULATION STATION DISK
 FW0917_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0917+WITH SETTING: INFORMATION.
 FW0917_SP_SET: PREFABRICATED CONCRETE POST
 FW0917
 FW0917  HISTORY     - Date     Condition        Report By
 FW0917  HISTORY     - 1968     MONUMENTED       CGS
 FW0917
 FW0917                          STATION DESCRIPTION
 FW0917
 FW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW0917'THE STATION IS LOCATED ON THE NORTH END OF MYRTLE ISLAND, ABOUT
 FW0917'8 MILES EAST OF THE MAINLAND, ABOUT 500 FEET SOUTH OF SHIP
 FW0917'SHOAL INLET, ON A HIGH SAND LEVEE WHICH SEPARATES THE BEACH
 FW0917'FROM THE SWAMP.
 FW0917'
 FW0917'THE STATION IS ABOUT 100 FEET SOUTH OF THE HIGH WATER LINE,
 FW0917'4.0 FEET NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 12
 FW0917'FEET HIGHER THAN THE BEACH.  IT IS A STANDARD TRIANGULATION
 FW0917'DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH PROJECTS
 FW0917'4 INCHES ABOVE GROUND, AND STAMPED CAROL 1968.  A 4 FOOT WOOD
 FW0917'STAND WAS LEFT IN PLACE OVER THE MARK.
 FW0917'
 FW0917'REFERENCE MARK 1 IS ABOUT 110 FEET SOUTH OF THE HIGH WATER
 FW0917'LINE, AND 1.16 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 FW0917'SIGN.  IT IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FW0917'COPPER ROD WHICH PROJECTS 4 INCHES ABOVE GROUND, AND STAMPED
 FW0917'CAROL NO 1 1968.
 FW0917'
 FW0917'REFERENCE MARK 2 IS ABOUT 130 FEET SOUTH OF THE HIGH WATER
 FW0917'LINE, AND 1.0 FEET NORTH OF A METAL WITNESS POST AND SIGN. IT
 FW0917'IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD
 FW0917'WHICH PROJECTS 4 INCHES ABOVE GROUND, AND STAMPED CAROL NO 2
 FW0917'1968.
 FW0917'
 FW0917'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 FW0917'
 FW0917'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3338 ***********************************************************************
 FX3338  DESIGNATION -  CAROLINA 1932
 FX3338  PID         -  FX3338
 FX3338  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3338  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3338
 FX3338                         *CURRENT SURVEY CONTROL
 FX3338  ___________________________________________________________________
 FX3338* NAD 83(1993)-  36 48 47.31861(N)    076 15 37.55189(W)     ADJUSTED  
 FX3338* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FX3338  ___________________________________________________________________
 FX3338  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 FX3338  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 FX3338
 FX3338  HORZ ORDER  -  THIRD
 FX3338
 FX3338.The horizontal coordinates were established by classical geodetic methods
 FX3338.and adjusted by the National Geodetic Survey in September 1995..
 FX3338
 FX3338.The orthometric height was scaled from a topographic map.
 FX3338
 FX3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3338
 FX3338.The geoid height was determined by GEOID03.
 FX3338
 FX3338;                    North         East     Units Scale Factor Converg.
 FX3338;SPC VA S     - 1,055,617.003 3,699,814.151   MT  0.99999189   +1 21 33.3
 FX3338;SPC VA S     - 3,463,303.45 12,138,473.59   sFT  0.99999189   +1 21 33.3
 FX3338;UTM  18      - 4,074,885.206   387,575.390   MT  0.99975571   -0 45 19.2
 FX3338
 FX3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3338!SPC VA S     -   1.00000509  x   0.99999189  =   0.99999698
 FX3338!UTM  18      -   1.00000509  x   0.99975571  =   0.99976079
 FX3338
 FX3338                          SUPERSEDED SURVEY CONTROL
 FX3338
 FX3338  NAD 83(1986)-  36 48 47.32450(N)    076 15 37.58738(W) AD(       ) 3
 FX3338  NAD 27      -  36 48 46.78600(N)    076 15 38.80100(W) AD(       ) 3
 FX3338
 FX3338.Superseded values are not recommended for survey control.
 FX3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3338.See file dsdata.txt to determine how the superseded data were derived.
 FX3338
 FX3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8757574885(NAD 83)
 FX3338_MARKER: 51 = TANK
 FX3338
 FX3338  HISTORY     - Date     Condition        Report By
 FX3338  HISTORY     - 1932     FIRST OBSERVED   CGS
 FX3338  HISTORY     - 1943     GOOD             CGS
 FX3338  HISTORY     - 1954     GOOD             AMS
 FX3338  HISTORY     - 1960     GOOD             CGS
 FX3338  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX3338
 FX3338                          STATION DESCRIPTION
 FX3338
 FX3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3338'STATION IS THE CENTER OF A BALL TIPPING A BLACK STEEL WATER TANK
 FX3338'LOCATED IN THE ROUNDHOUSE YARD OF THE NORFOLK SOUTHERN RAILROAD
 FX3338'AT CAROLINA JUNCTION, S OF BERKLEY.
 FX3338
 FX3338                          STATION RECOVERY (1943)
 FX3338
 FX3338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3338'FOUND AS DESCRIBED.
 FX3338
 FX3338                          STATION RECOVERY (1954)
 FX3338
 FX3338'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3338'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3338
 FX3338                          STATION RECOVERY (1960)
 FX3338
 FX3338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3338'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 FX3338'500 FEET WEST OF THE ENTRANCE TO FOUNDATION PARK.  THE TANK
 FX3338'IS PAINTED BLACK WITH THE LEGEND NSRR PAINTED IN LARGE WHITE
 FX3338'LETTERS ON THE EAST AND WEST SIDE OF THE TANK.
 FX3338
 FX3338                          STATION RECOVERY (2004)
 FX3338
 FX3338'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3338'NOTE  TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5435 ***********************************************************************
 HV5435  DESIGNATION -  CAROLINE LOOKOUT TOWER
 HV5435  PID         -  HV5435
 HV5435  STATE/COUNTY-  VA/CAROLINE
 HV5435  USGS QUAD   -  BOWLING GREEN (1994)
 HV5435
 HV5435                         *CURRENT SURVEY CONTROL
 HV5435  ___________________________________________________________________
 HV5435* NAD 83(1993)-  38 00 04.40020(N)    077 20 05.29340(W)     ADJUSTED  
 HV5435* NAVD 88     -                                                        
 HV5435  ___________________________________________________________________
 HV5435  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 HV5435  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HV5435
 HV5435  HORZ ORDER  -  THIRD
 HV5435
 HV5435.The horizontal coordinates were established by classical geodetic methods
 HV5435.and adjusted by the National Geodetic Survey in November 1994..
 HV5435
 HV5435
 HV5435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5435
 HV5435.The geoid height was determined by GEOID03.
 HV5435
 HV5435;                    North         East     Units Scale Factor Converg.
 HV5435;SPC VA N     - 2,037,784.491 3,602,338.206   MT  1.00000582   +0 43 38.0
 HV5435;SPC VA N     - 6,685,631.28 11,818,671.26   sFT  1.00000582   +0 43 38.0
 HV5435;SPC VA S     - 1,185,732.737 3,602,338.424   MT  1.00000649   +0 42 25.9
 HV5435;SPC VA S     - 3,890,191.49 11,818,671.98   sFT  1.00000649   +0 42 25.9
 HV5435;UTM  18      - 4,208,523.051   295,000.015   MT  1.00011762   -1 26 16.8
 HV5435
 HV5435                          SUPERSEDED SURVEY CONTROL
 HV5435
 HV5435  NAD 83(1993)-  38 00 04.40334(N)    077 20 05.30807(W) AD(       ) 4
 HV5435  NAD 83(1986)-  38 00 04.40341(N)    077 20 05.30821(W) AD(       ) 4
 HV5435  NAD 27      -  38 00 03.91400(N)    077 20 06.38100(W) AD(       ) 3
 HV5435
 HV5435.Superseded values are not recommended for survey control.
 HV5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5435.See file dsdata.txt to determine how the superseded data were derived.
 HV5435
 HV5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9500008523(NAD 83)
 HV5435_MARKER: 57 = LOOKOUT TOWER
 HV5435
 HV5435  HISTORY     - Date     Condition        Report By
 HV5435  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5435  HISTORY     - 1969     GOOD             CGS
 HV5435  HISTORY     - 19990210 GOOD             USPSQD
 HV5435  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV5435  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 HV5435
 HV5435                          STATION DESCRIPTION
 HV5435
 HV5435'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5435'STATION IS THE LOOKOUT TOWER LOCATED ABOUT 3 MILES ESE OF
 HV5435'THE TOWN OF MILFORD.  THE TOWER IS OF FOUR-LEGGED STEEL
 HV5435'CONSTRUCTION AND HAS AN ENCLOSED CABIN ON TOP.  IT IS ABOUT
 HV5435'100 FEET HIGH AND IS OWNED AND OPERATED BY THE VIRGINIA
 HV5435'DEPARTMENT OF CONSERVATION.
 HV5435
 HV5435                          STATION RECOVERY (1969)
 HV5435
 HV5435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HV5435'STATION WAS RECOVERED IN GOOD CONDITION BUT HAS BEEN RELOCATED ABOUT
 HV5435'100 FEET EAST OF ORIGINAL LOCATION.  STATION IS NOW KNOWN AS BAYLOR
 HV5435'TOWER, AND IS ABOUT 80 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HV5435'NORTH BOUND LANE OF U.S. HIGHWAY 301 (UNDER CONSTRUCTION).
 HV5435
 HV5435                          STATION RECOVERY (1999)
 HV5435
 HV5435'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5435'RECOVERED IN GOOD CONDITION.
 HV5435
 HV5435                          STATION RECOVERY (2002)
 HV5435
 HV5435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 HV5435'MARK NOT FOUND.
 HV5435
 HV5435                          STATION RECOVERY (2003)
 HV5435
 HV5435'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8363 ***********************************************************************
 HV8363  DESIGNATION -  CARPET
 HV8363  PID         -  HV8363
 HV8363  STATE/COUNTY-  VA/C OF FAIRFAX
 HV8363  USGS QUAD   -  FAIRFAX (1994)
 HV8363
 HV8363                         *CURRENT SURVEY CONTROL
 HV8363  ___________________________________________________________________
 HV8363* NAD 83(1993)-  38 51 10.50032(N)    077 19 24.83811(W)     ADJUSTED  
 HV8363* NAVD 88     -       126.523  (meters)     415.10   (feet)  ADJUSTED  
 HV8363  ___________________________________________________________________
 HV8363  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HV8363  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV8363  DYNAMIC HT  -         126.453 (meters)     414.87  (feet)  COMP
 HV8363  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 HV8363
 HV8363  HORZ ORDER  -  SECOND
 HV8363  VERT ORDER  -  THIRD
 HV8363
 HV8363.The horizontal coordinates were established by classical geodetic methods
 HV8363.and adjusted by the National Geodetic Survey in November 1994..
 HV8363
 HV8363.The orthometric height was determined by differential leveling
 HV8363.and adjusted by the National Geodetic Survey in September 2004..
 HV8363.No vertical observational check was made to the station.
 HV8363
 HV8363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8363
 HV8363.The geoid height was determined by GEOID03.
 HV8363
 HV8363.The dynamic height is computed by dividing the NAVD 88
 HV8363.geopotential number by the normal gravity value computed on the
 HV8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8363.degrees latitude (g = 980.6199 gals.).
 HV8363
 HV8363.The modeled gravity was interpolated from observed gravity values.
 HV8363
 HV8363;                    North         East     Units Scale Factor Converg.
 HV8363;SPC VA N     - 2,132,327.807 3,602,113.682   MT  0.99995680   +0 44 03.2
 HV8363;SPC VA N     - 6,995,812.15 11,817,934.64   sFT  0.99995680   +0 44 03.2
 HV8363;UTM  18      - 4,303,020.354   298,370.546   MT  1.00010064   -1 27 29.2
 HV8363
 HV8363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8363!SPC VA N     -   0.99998513  x   0.99995680  =   0.99994193
 HV8363!UTM  18      -   0.99998513  x   1.00010064  =   1.00008577
 HV8363
 HV8363                          SUPERSEDED SURVEY CONTROL
 HV8363
 HV8363  NAD 83(1993)-  38 51 10.49935(N)    077 19 24.84298(W) AD(       ) 2
 HV8363  NAD 83(1986)-  38 51 10.49953(N)    077 19 24.85073(W) AD(       ) 2
 HV8363  NGVD 29 (01/12/90)  126.8    (m)          416.     (f) VERT ANG       
 HV8363
 HV8363.Superseded values are not recommended for survey control.
 HV8363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8363.See file dsdata.txt to determine how the superseded data were derived.
 HV8363
 HV8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9837103020(NAD 83)
 HV8363_MARKER: DE = TRAVERSE STATION DISK
 HV8363_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8363_SP_SET: SIDEWALK
 HV8363_STAMPING: CARPET 1975
 HV8363_MARK LOGO: VA-059
 HV8363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8363+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 HV8363
 HV8363  HISTORY     - Date     Condition        Report By
 HV8363  HISTORY     - 1975     MONUMENTED       VA-059
 HV8363  HISTORY     - 1975     GOOD             VA-059
 HV8363  HISTORY     - 19920120 GOOD             MSI
 HV8363  HISTORY     - 20031107 GOOD             GEOCAC
 HV8363
 HV8363                          STATION DESCRIPTION
 HV8363
 HV8363'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8363'THE STATION IS LOCATED ABOUT 1.02 MILES NORTHWEST OF THE INTERSECTION
 HV8363'OF ROUTE 236 AND 123 IN FAIRFAX AND IS IN THE KAMP WASHINGTON AREA.
 HV8363'SEE FAIRFAX COUNTY TAX MAP 57-1, REVISED TO 1-1-76.
 HV8363'
 HV8363'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET, ROUTE 236,
 HV8363'AND OX ROAD, ROUTE 123, NEAR THE FAIRFAX COURT HOUSE IN FAIRFAX CITY,
 HV8363'PROCEED WESTERLY ON MAIN STREET TO THE INTERSECTION WITH LEE HIGHWAY,
 HV8363'ROUTE 29-211, KNOWN AS KAMP WASHINGTON. PROCEED WESTERLY THROUGH THE
 HV8363'INTERSECTION, US ROUTE 50 TO THE ENTRANCE TO A SHOPPING CENTER ON THE
 HV8363'RIGHT. TURN RIGHT NORTHEAST, INTO THE SHOPPING CENTER AND BEAR RIGHT
 HV8363'THROUGH THE PARKING LOT TO THE SIDEWALK IN FRONT OF THE CARPET VALUE
 HV8363'CENTER 10980 AND ALONG ROUTE 29-211.
 HV8363'
 HV8363'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8363'CARPET 1975--- SET INTO A DRILL HOLE IN THE SIDEWALK ALONG ROUTE
 HV8363'29-211 AND IN FRONT OF THE CARPET VALUE CENTER 10980 LEE HIGHWAY
 HV8363'LOCATED 100 FEET S FROM FRONT DOOR OF THE CARPET CENTER 10980, AND 30
 HV8363'FEET N FROM THE CENTERLINE OF THE WEST BOUND LANES OF ROUTE 29-211.
 HV8363'
 HV8363'REFERENCE MARK NO. 01 IS A PK NAIL IN THE TOP OF THE PARKING LOT CURB
 HV8363'LOCATED 100 FEET S FROM THE FACE OF THE CARPET VALUE CENTER BUILDING,
 HV8363'AND 36 FEET N FROM THE CENTERLINE OF THE WEST BOUND LANES OF ROUTE
 HV8363'29-211.
 HV8363'
 HV8363'REFERENCE MARK NO. 02 IS A FILED X IN THE BASE BOLT OF THE FIRE
 HV8363'HYDRANT LOCATED 35 FEET N FROM THE CENTERLINE OF THE WEST BOUND LANES
 HV8363'OF ROUTE 29-211 AND 78 FEET W FROM RM 1.
 HV8363
 HV8363                          STATION RECOVERY (1975)
 HV8363
 HV8363'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8363'RECOVERED IN GOOD CONDITION.
 HV8363
 HV8363                          STATION RECOVERY (1992)
 HV8363
 HV8363'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8363'THE STATION IS LOCATED ABOUT 1.02 MILES (1.64 KM) NORTHWEST OF THE
 HV8363'INTERSECTION OF ROUTE 236 AND 123 IN FAIRFAX AND IS IN THE KAMP
 HV8363'WASHINGTON AREA.  SEE FAIRFAX COUNTY TAX MAP 57-1, REVISED TO 1-1-76.
 HV8363'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET, ROUTE 236,
 HV8363'AND OX ROAD, ROUTE 123, NEAR THE FAIRFAX COURT HOUSE IN FAIRFAX CITY,
 HV8363'PROCEED WESTERLY ON MAIN STREET TO THE INTERSECTION WITH LEE HIGHWAY,
 HV8363'ROUTE 29-211, KNOWN AS KAMP WASHINGTON.  PROCEED WESTERLY THROUGH THE
 HV8363'INTERSECTION, US ROUTE 50 TO THE ENTRANCE TO A SHOPPING CENTER ON THE
 HV8363'RIGHT.  TURN RIGHT NORTHEAST, INTO THE SHOPPING CENTER AND BEAR RIGHT
 HV8363'THROUGH THE PARKING LOT TO THE SIDEWALK IN FRONT OF THE CARPET VALUE
 HV8363'CENTER 10980 AND ALONG ROUTE 29-211, IN THE SIDEWALK ALONG ROUTE
 HV8363'29-211 AND IN FRONT OF THE CARPET VALUE CENTER 10980 LEE HIGHWAY
 HV8363'LOCATED 100 FEET (30.5 M) S FROM FRONT DOOR OF THE CARPET CENTER
 HV8363'10980, AND 30 FEET (9.1 M) N FROM THE CENTERLINE OF THE WEST BOUND
 HV8363'LANES OF ROUTE 29-211.
 HV8363
 HV8363                          STATION RECOVERY (2003)
 HV8363
 HV8363'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8363'FORMER CARPET VALUE CENTER IS NOW STOREHOUSE. TO CLARIFY PREVIOUS
 HV8363'DESCRIPTION, STATION DISK IS LOCATED IN PUBLIC SIDEWALK ALONGSIDE
 HV8363'ROUTE 29 AND ACROSS PARKING LOT FROM STORE, NOT THE SIDEWALK
 HV8363'IMMEDIATELY IN FRONT OF THE STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6894 ***********************************************************************
 HV6894  DESIGNATION -  CARRIE 1932
 HV6894  PID         -  HV6894
 HV6894  STATE/COUNTY-  VA/WESTMORELAND
 HV6894  USGS QUAD   -  MACHODOC (1982)
 HV6894
 HV6894                         *CURRENT SURVEY CONTROL
 HV6894  ___________________________________________________________________
 HV6894* NAD 83(1993)-  38 06 26.38209(N)    076 43 06.98099(W)     ADJUSTED  
 HV6894* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6894  ___________________________________________________________________
 HV6894  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 HV6894  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HV6894
 HV6894  HORZ ORDER  -  THIRD
 HV6894
 HV6894.The horizontal coordinates were established by classical geodetic methods
 HV6894.and adjusted by the National Geodetic Survey in November 1994..
 HV6894
 HV6894.The orthometric height was scaled from a topographic map.
 HV6894
 HV6894.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6894
 HV6894.The geoid height was determined by GEOID03.
 HV6894
 HV6894;                    North         East     Units Scale Factor Converg.
 HV6894;SPC VA N     - 2,050,428.273 3,656,224.207   MT  0.99998776   +1 06 42.5
 HV6894;SPC VA N     - 6,727,113.43 11,995,462.25   sFT  0.99998776   +1 06 42.5
 HV6894;SPC VA S     - 1,198,352.960 3,656,231.135   MT  1.00002870   +1 04 52.2
 HV6894;SPC VA S     - 3,931,596.34 11,995,484.98   sFT  1.00002870   +1 04 52.2
 HV6894;UTM  18      - 4,219,118.251   349,325.736   MT  0.99987961   -1 03 38.9
 HV6894
 HV6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6894!SPC VA N     -   1.00000505  x   0.99998776  =   0.99999281
 HV6894!SPC VA S     -   1.00000505  x   1.00002870  =   1.00003375
 HV6894!UTM  18      -   1.00000505  x   0.99987961  =   0.99988466
 HV6894
 HV6894:                Primary Azimuth Mark                     Grid Az
 HV6894:SPC VA N     -  GREEN 1932                               028 02 05.1
 HV6894:SPC VA S     -  GREEN 1932                               028 03 55.4
 HV6894:UTM  18      -  GREEN 1932                               030 12 26.5
 HV6894
 HV6894|---------------------------------------------------------------------|
 HV6894| PID    Reference Object                     Distance      Geod. Az  |
 HV6894|                                                           dddmmss.s |
 HV6894| HV6901 GREEN 1932                          APPROX. 0.6 KM 0290847.6 |
 HV6894| HV6908 MC GUIRE 1932                       456.500 METERS 2071804.2 |
 HV6894|---------------------------------------------------------------------|
 HV6894
 HV6894                          SUPERSEDED SURVEY CONTROL
 HV6894
 HV6894  NAD 83(1993)-  38 06 26.38044(N)    076 43 06.98569(W) AD(       ) 3
 HV6894  NAD 83(1986)-  38 06 26.38240(N)    076 43 06.99760(W) AD(       ) 3
 HV6894  NAD 27      -  38 06 25.91000(N)    076 43 08.08500(W) AD(       ) 3
 HV6894
 HV6894.Superseded values are not recommended for survey control.
 HV6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6894.See file dsdata.txt to determine how the superseded data were derived.
 HV6894
 HV6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4932619118(NAD 83)
 HV6894_MARKER: Z = SEE DESCRIPTION
 HV6894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6894+STABILITY: SURFACE MOTION
 HV6894
 HV6894  HISTORY     - Date     Condition        Report By
 HV6894  HISTORY     - 1932     MONUMENTED       VACF
 HV6894  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6894  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 HV6894  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6894
 HV6894                          STATION DESCRIPTION
 HV6894
 HV6894'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6894'TEMPORARY STATION BUILT IN ABOUT 3 FEET OF WATER (MEAN LOW WATER)
 HV6894'SO AS TO AVOID MAKING TWO STATIONS ON A ROUNDING POINT.
 HV6894'
 HV6894'TWO MARKERS WERE PUT ON POINT BELOW AND ABOVE, 5-FOOT SECTIONS OF
 HV6894'1-INCH GALVANIZED-IRON PIPE SURROUNDED NEAR SURFACE OF GROUND BY
 HV6894'BLOCKS OF CONCRETE.  FOR OTHER ANGLES SEE STATION THOMPSON.
 HV6894
 HV6894                          STATION RECOVERY (1942)
 HV6894
 HV6894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6894'THIS TEMPORARY STATION AND ITS TEMPORARY MARKS HAVE BEEN
 HV6894'DESTROYED BY WAVE EROSION ACCORDING TO LOCAL RESIDENTS.  THE
 HV6894'STATION IS DESTROYED.
 HV6894
 HV6894                          STATION RECOVERY (1998)
 HV6894
 HV6894'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6894'MARK NOT FOUND.
 HV6894
 HV6894                          STATION RECOVERY (2003)
 HV6894
 HV6894'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4773 ***********************************************************************
 HV4773  DESIGNATION -  CARROL
 HV4773  PID         -  HV4773
 HV4773  STATE/COUNTY-  VA/FAIRFAX
 HV4773  USGS QUAD   -  ANNANDALE (1994)
 HV4773
 HV4773                         *CURRENT SURVEY CONTROL
 HV4773  ___________________________________________________________________
 HV4773* NAD 83(1993)-  38 45 37.24213(N)    077 08 38.93037(W)     ADJUSTED  
 HV4773* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 HV4773  ___________________________________________________________________
 HV4773  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV4773  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4773
 HV4773  HORZ ORDER  -  FIRST
 HV4773
 HV4773.The horizontal coordinates were established by classical geodetic methods
 HV4773.and adjusted by the National Geodetic Survey in November 1994..
 HV4773
 HV4773.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4773
 HV4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4773
 HV4773.The geoid height was determined by GEOID03.
 HV4773
 HV4773;                    North         East     Units Scale Factor Converg.
 HV4773;SPC VA N     - 2,122,267.636 3,617,837.823   MT  0.99995148   +0 50 46.4
 HV4773;SPC VA N     - 6,962,806.40 11,869,522.92   sFT  0.99995148   +0 50 46.4
 HV4773;UTM  18      - 4,292,365.324   313,700.334   MT  1.00002741   -1 20 33.9
 HV4773
 HV4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4773!SPC VA N     -   0.99999360  x   0.99995148  =   0.99994508
 HV4773!UTM  18      -   0.99999360  x   1.00002741  =   1.00002101
 HV4773
 HV4773|---------------------------------------------------------------------|
 HV4773| PID    Reference Object                     Distance      Geod. Az  |
 HV4773|                                                           dddmmss.s |
 HV4773| DC6779 CARROL RM 1                          26.809 METERS 01154     |
 HV4773| HV4774 CARROL 2                            156.034 METERS 07204     |
 HV4773| DC6778 CARROL AZ MK                                       1210721.5 |
 HV4773| DC6780 CARROL RM 2                          31.408 METERS 14018     |
 HV4773| HV4782 USA EPG                             APPROX. 4.3 KM 2552131.2 |
 HV4773|---------------------------------------------------------------------|
 HV4773
 HV4773                          SUPERSEDED SURVEY CONTROL
 HV4773
 HV4773  NAD 83(1993)-  38 45 37.24024(N)    077 08 38.93352(W) AD(       ) 1
 HV4773  NAD 83(1986)-  38 45 37.24107(N)    077 08 38.94348(W) AD(       ) 1
 HV4773  NAD 27      -  38 45 36.83159(N)    077 08 40.01457(W) AD(       ) 1
 HV4773  NGVD 29 (07/19/86)   73.2    (m)          240.     (f) VERT ANG       
 HV4773
 HV4773.Superseded values are not recommended for survey control.
 HV4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4773.See file dsdata.txt to determine how the superseded data were derived.
 HV4773
 HV4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1370092365(NAD 83)
 HV4773_MARKER: DS = TRIANGULATION STATION DISK
 HV4773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4773
 HV4773  HISTORY     - Date     Condition        Report By
 HV4773  HISTORY     - 1957     MONUMENTED       CGS
 HV4773  HISTORY     - 1969     GOOD             CGS
 HV4773  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HV4773
 HV4773                          STATION DESCRIPTION
 HV4773
 HV4773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV4773'STATION IS LOCATED ABOUT 6 MI. SW OF ALEXANDRIA AND 4 MI. N OF
 HV4773'FT. BELVOIR ON A HIGH HILL.  STATION IS 20 FT. W OF THE APPROXIMATE
 HV4773'CENTERLINE OF A TRACK ROAD AND 10 FT. N OF A FENCE.  THE MARK
 HV4773'PROJECTS ABOUT 9 IN. AND THE DISK IS STAMPED CARROL 1957.
 HV4773'
 HV4773'REFERENCE MARK 1 IS 9 FT. W OF THE APPROXIMATE CENTERLINE OF A
 HV4773'TRACK ROAD AND IN A FENCE LINE.  THE MARK PROJECTS ABOUT 6 IN.
 HV4773'AND THE DISK IS STAMPED CARROL NO 1 1957.
 HV4773'
 HV4773'REFERENCE MARK 2 IS 54 FT. E OF A UTILITY POLE, AND 2 FT. NE
 HV4773'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 5 IN. AND THE DISK IS
 HV4773'STAMPED CARROL NO 2 1957.
 HV4773'
 HV4773'AZIMUTH MARK IS 15 FT. NW OF THE APPROXIMATE CENTERLINE OF A
 HV4773'GRAVEL ROAD, 4 FT. NE OF A UTILITY POLE AND FENCE LINE, AND 2 FT.
 HV4773'NW OF A WITNESS POST.  THE MARK PROJECTS ABOUT 4 IN. AND THE
 HV4773'DISK IS STAMPED CARROL 1957.
 HV4773'
 HV4773'A TRAVERSE CONNECTION WAS MADE TO THE U.S.E. REFERENCE MARK 1,
 HV4773'WHICH IS 8 FT. W OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD
 HV4773'AND IN A FENCE LINE.  THE MARK IS A STANDARD U.S. ARMY CORPS OF
 HV4773'ENGINEERS DISK, SET IN AN 8-IN. SQUARE CONCRETE POST WHICH
 HV4773'PROJECTS ABOUT 4 IN. AND IS STAMPED CARROL R M 1.
 HV4773'
 HV4773'A TRAVERSE CONNECTION WAS MADE TO THE U.S.E. REFERENCE MARK 2
 HV4773'WHICH IS 45 FT. E OF A UTILITY POLE AND IN A FENCE LINE.  THE
 HV4773'MARK IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK, SET IN AN
 HV4773'8-IN. SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 IN. AND THE
 HV4773'DISK IS STAMPED CARROL R M 2.
 HV4773'
 HV4773'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 HV4773'U.S. HIGHWAY 1 AND COUNTY ROUTE 617 IN ACCOTINK (ABOUT 10 MI.
 HV4773'SW OF ALEXANDRIA), GO N ON COUNTY ROUTE 617 FOR 0.3 MI. TO
 HV4773'FORKS.  KEEP RIGHT FORK AND GO N ON COUNTY ROUTE 613 FOR 1.6 MI.
 HV4773'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO
 HV4773'A FIVE-POINT INTERSECTION.  TURN RIGHT AND GO NE FOR 1.4 MI. TO
 HV4773'A SIDE ROAD LEFT.  TURN LEFT AND GO 0.25 MI. TO CROSSROADS.
 HV4773'CONTINUE FOR 0.1 MI. TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 HV4773'FOLLOW A GRAVEL ROAD FOR 0.35 MI. TO A GATE AND THE STATION ON
 HV4773'THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 HV4773'STATION RETURN 0.35 MI. TO THE MAIN ROAD.  TURN LEFT AND GO
 HV4773'0.1 MI.  TO CROSSROADS.  TURN LEFT AND GO 0.3 MI. TO THE
 HV4773'AZIMUTH MARK ON LEFT AS DESCRIBED.
 HV4773'
 HV4773'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HV4773
 HV4773                          STATION RECOVERY (1969)
 HV4773
 HV4773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4773'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV4773'CONDITION.  DUE TO THE OBJECTIONS OF THE ADJOINING PROPERTY OWNER
 HV4773'THIS STATION WAS NOT OCCUPIED, TRIANGULATION STATION JOHN WAS
 HV4773'ESTABLISHED NEARBY.  A GEODIMETER TRAVERSE CONNECTION
 HV4773'WAS MADE TO STATION JOHN, THE DISTANCE BEING 178.959 METERS OR
 HV4773'(587.13) FEET NORTH-NORTHEAST.
 HV4773'
 HV4773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 HV4773'EAST-SOUTHEAST OF ALEXANDRIA.
 HV4773
 HV4773                          STATION RECOVERY (1972)
 HV4773
 HV4773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HV4773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 HV4773'BE IN GOOD CONDITION.  THE AREA WAS BEING EXCAVATED AS A
 HV4773'GRAVEL PIT AND IS TO BECOME A DEVELOPMENT SO THE PROPERTY OWNER
 HV4773'REQUESTED THAT THE STATION AND REFERENCE MARKS BE RELOCATED.
 HV4773'STATION CARROL 2 AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
 HV4773'AZIMUTH MARK WAS NOT VISIBLE FROM STATION AND AS NO OTHER
 HV4773'STATIONS OR OBJECTS WERE VISIBLE POLARIS OBSERVATIONS WERE
 HV4773'MADE.  THE DISTANCE TO REFERENCE MARK NO. 1 AND THE ANGLE
 HV4773'BETWEEN THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 HV4773'CORRECT.  A SHORTER DISTANCE OF .017 METERS WAS FOUND IN THE
 HV4773'DISTANCE TO REFERENCE MARK NO. 2.  THE STATION AND
 HV4773'REFERENCE MARKS WERE DESTROYED AT THIS TIME.  SINCE NO
 HV4773'DEFINITE PLANS HAD BEEN MADE THE LOCATION OF CARROL 2 IS
 HV4773'PROBABLY ONLY TEMPORARY.
 HV4773'
 HV4773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST
 HV4773'OF ALEXANDIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4774 ***********************************************************************
 HV4774  DESIGNATION -  CARROL 2
 HV4774  PID         -  HV4774
 HV4774  STATE/COUNTY-  VA/FAIRFAX
 HV4774  USGS QUAD   -  ANNANDALE (1994)
 HV4774
 HV4774                         *CURRENT SURVEY CONTROL
 HV4774  ___________________________________________________________________
 HV4774* NAD 83(1993)-  38 45 38.80076(N)    077 08 32.78190(W)     ADJUSTED  
 HV4774* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 HV4774  ___________________________________________________________________
 HV4774  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HV4774  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4774
 HV4774  HORZ ORDER  -  SECOND
 HV4774
 HV4774.The horizontal coordinates were established by classical geodetic methods
 HV4774.and adjusted by the National Geodetic Survey in November 1994..
 HV4774.No horizontal observational check was made to the station.
 HV4774
 HV4774.The orthometric height was scaled from a topographic map.
 HV4774
 HV4774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4774
 HV4774.The geoid height was determined by GEOID03.
 HV4774
 HV4774;                    North         East     Units Scale Factor Converg.
 HV4774;SPC VA N     - 2,122,317.884 3,617,985.537   MT  0.99995150   +0 50 50.2
 HV4774;SPC VA N     - 6,962,971.26 11,870,007.55   sFT  0.99995150   +0 50 50.2
 HV4774;UTM  18      - 4,292,409.897   313,849.870   MT  1.00002672   -1 20 30.1
 HV4774
 HV4774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4774!SPC VA N     -   0.99999363  x   0.99995150  =   0.99994513
 HV4774!UTM  18      -   0.99999363  x   1.00002672  =   1.00002035
 HV4774
 HV4774:                Primary Azimuth Mark                     Grid Az
 HV4774:SPC VA N     -  CARROL AZ MK                             137 34 54.8
 HV4774:UTM  18      -  CARROL AZ MK                             139 46 15.1
 HV4774
 HV4774|---------------------------------------------------------------------|
 HV4774| PID    Reference Object                     Distance      Geod. Az  |
 HV4774|                                                           dddmmss.s |
 HV4774| DC6778 CARROL AZ MK                                       1382545.0 |
 HV4774| DC6781 CARROL 2 RM 3                        14.505 METERS 15844     |
 HV4774| HV4773 CARROL                              156.034 METERS 25204     |
 HV4774|---------------------------------------------------------------------|
 HV4774
 HV4774                          SUPERSEDED SURVEY CONTROL
 HV4774
 HV4774  NAD 83(1993)-  38 45 38.79886(N)    077 08 32.78506(W) AD(       ) 2
 HV4774  NAD 83(1986)-  38 45 38.79970(N)    077 08 32.79501(W) AD(       ) 2
 HV4774  NAD 27      -  38 45 38.39066(N)    077 08 33.86639(W) AD(       ) 2
 HV4774
 HV4774.Superseded values are not recommended for survey control.
 HV4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4774.See file dsdata.txt to determine how the superseded data were derived.
 HV4774
 HV4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1385092410(NAD 83)
 HV4774_MARKER: DS = TRIANGULATION STATION DISK
 HV4774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4774
 HV4774  HISTORY     - Date     Condition        Report By
 HV4774  HISTORY     - 1972     MONUMENTED       NGS
 HV4774  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV4774
 HV4774                          STATION DESCRIPTION
 HV4774
 HV4774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HV4774'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF ALEXANDRIA
 HV4774'AND ABOUT 3-1/2 MILES EAST OF SPRINGFIELD AT THE EAST EDGE
 HV4774'OF LARGE GRAVEL PIT AND ON THE PROPERTY OF THE VIRGINIA CONCRETE
 HV4774'COMPANY.  STATION IS 45 FEET WEST OF PROPERTY FENCELINE, 28
 HV4774'FEET EAST OF THE EAST EDGE OF EXCAVATION AND 1.0 FOOT SOUTH
 HV4774'OF STEEL WITNESS POST.  MARK IS A STANDARD DISK SET FLUSH
 HV4774'IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 HV4774'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CARROL 2 1972.
 HV4774'
 HV4774'TO REACH STATION FROM WHERE SOUTH VAN DORN STREET CROSSES
 HV4774'INTERSTATE 495 ABOUT 3 MILES EAST OF SPRINGFIELD GO SOUTHERLY
 HV4774'ON SOUTH VAN DORN STREET FOR 0.75 MILE TO JUNCTION OF FRANCONIA
 HV4774'ROAD.  CONTINUE SOUTHERLY FOLLOWING MAIN ROAD, WHICH BECOMES
 HV4774'A GRAVEL ROAD, FOR 1.6 MILES TO STATION ON LEFT AS DESCRIBED.
 HV4774'
 HV4774'REFERENCE MARK NO. 3 IS 4 FEET WEST OF WIRE FENCE JUST SOUTH
 HV4774'OF GAP IN FENCE.  MARK IS A STANDARD DISK SET FLUSH IN THE
 HV4774'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS
 HV4774'ABOUT 2 INCHES AND THE DISK IS STAMPED CARROL 2 NO 3 1972.
 HV4774'
 HV4774'AZIMUTH MARK IS 15 FEET NORTHWEST OF THE CENTERLINE OF BLACKTOP
 HV4774'ROAD, 4 FEET NORTHEAST OF UTILITY POLE AND 2.0 FEET NORTHWEST
 HV4774'OF STEEL WITNESS POST.  MARK IS A STANDARD DISK SET FLUSH IN THE
 HV4774'TOP OF A CONCRETE MONUMENT, PROJECTS ABOUT 4 INCHES AND THE
 HV4774'DISK IS STAMPED CARROL 1957.
 HV4774'
 HV4774'TO REACH FROM THE STATION CONTINUE SOUTHERLY ON GRAVEL ROAD
 HV4774'FOR 0.35 MILE TO BLACKTOP ROAD.  TURN LEFT AND GO EASTERLY
 HV4774'FOR 0.1 MILE TO CROSSROADS.  TURN LEFT AND GO NORTHERLY FOR
 HV4774'0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 HV4774'
 HV4774'NOTE--STATION WILL VERY LIKELY HAVE TO BE RELOCATED AS THE
 HV4774'AREA IS SCHEDULED FOR DEVELOPMENT ALTHOUGH NO PLANS WERE
 HV4774'AVAILABLE AT THIS TIME.
 HV4774
 HV4774                          STATION RECOVERY (1997)
 HV4774
 HV4774'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV4774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4771 ***********************************************************************
 HV4771  DESIGNATION -  CARROL RM 1 USE 1957
 HV4771  PID         -  HV4771
 HV4771  STATE/COUNTY-  VA/FAIRFAX
 HV4771  USGS QUAD   -  ANNANDALE (1994)
 HV4771
 HV4771                         *CURRENT SURVEY CONTROL
 HV4771  ___________________________________________________________________
 HV4771* NAD 83(1993)-  38 45 37.84098(N)    077 08 38.72487(W)     ADJUSTED  
 HV4771* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 HV4771  ___________________________________________________________________
 HV4771  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV4771  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4771
 HV4771  HORZ ORDER  -  SECOND
 HV4771
 HV4771.The horizontal coordinates were established by classical geodetic methods
 HV4771.and adjusted by the National Geodetic Survey in November 1994..
 HV4771
 HV4771.The orthometric height was scaled from a topographic map.
 HV4771
 HV4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4771
 HV4771.The geoid height was determined by GEOID03.
 HV4771
 HV4771;                    North         East     Units Scale Factor Converg.
 HV4771;SPC VA N     - 2,122,286.172 3,617,842.511   MT  0.99995149   +0 50 46.5
 HV4771;SPC VA N     - 6,962,867.22 11,869,538.30   sFT  0.99995149   +0 50 46.5
 HV4771;UTM  18      - 4,292,383.669   313,705.727   MT  1.00002739   -1 20 33.8
 HV4771
 HV4771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4771!SPC VA N     -   0.99999363  x   0.99995149  =   0.99994512
 HV4771!UTM  18      -   0.99999363  x   1.00002739  =   1.00002102
 HV4771
 HV4771                          SUPERSEDED SURVEY CONTROL
 HV4771
 HV4771  NAD 83(1993)-  38 45 37.83908(N)    077 08 38.72803(W) AD(       ) 2
 HV4771  NAD 83(1986)-  38 45 37.83991(N)    077 08 38.73798(W) AD(       ) 2
 HV4771  NAD 27      -  38 45 37.43045(N)    077 08 39.80908(W) AD(       ) 2
 HV4771
 HV4771.Superseded values are not recommended for survey control.
 HV4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4771.See file dsdata.txt to determine how the superseded data were derived.
 HV4771
 HV4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1370692384(NAD 83)
 HV4771_MARKER: DD = SURVEY DISK
 HV4771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4771+STABILITY: SURFACE MOTION
 HV4771
 HV4771  HISTORY     - Date     Condition        Report By
 HV4771  HISTORY     - 1957     MONUMENTED       USE
 HV4771
 HV4771                          STATION DESCRIPTION
 HV4771
 HV4771'DESCRIBED BY US ENGINEERS 1957
 HV4771'A TRAVERSE CONNECTION WAS MADE TO THE U.S.E. REFERENCE MARK 1,
 HV4771'WHICH IS 8 FT. W OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD
 HV4771'AND IN A FENCE LINE.  THE MARK IS A STANDARD U.S. ARMY CORPS OF
 HV4771'ENGINEERS DISK, SET IN AN 8-IN. SQUARE CONCRETE POST WHICH
 HV4771'PROJECTS ABOUT 4 IN. AND IS STAMPED CARROL R M 1.
 HV4771'
 HV4771'TO REACH STATION CARROLL FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 HV4771'U.S. HIGHWAY 1 AND COUNTY ROUTE 617 IN ACCOTINK (ABOUT 10 MI.
 HV4771'SW OF ALEXANDRIA), GO N ON COUNTY ROUTE 617 FOR 0.3 MI. TO
 HV4771'FORKS.  KEEP RIGHT FORK AND GO N ON COUNTY ROUTE 613 FOR 1.6 MI.
 HV4771'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO
 HV4771'A FIVE-POINT INTERSECTION.  TURN RIGHT AND GO NE FOR 1.4 MI. TO
 HV4771'A SIDE ROAD LEFT.  TURN LEFT AND GO 0.25 MI. TO CROSSROADS.
 HV4771'CONTINUE FOR 0.1 MI. TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 HV4771'FOLLOW A GRAVEL ROAD FOR 0.35 MI. TO A GATE AND THE STATION ON
 HV4771'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4772 ***********************************************************************
 HV4772  DESIGNATION -  CARROL RM 2 USE 1957
 HV4772  PID         -  HV4772
 HV4772  STATE/COUNTY-  VA/FAIRFAX
 HV4772  USGS QUAD   -  ANNANDALE (1994)
 HV4772
 HV4772                         *CURRENT SURVEY CONTROL
 HV4772  ___________________________________________________________________
 HV4772* NAD 83(1993)-  38 45 36.50855(N)    077 08 38.18781(W)     ADJUSTED  
 HV4772* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 HV4772  ___________________________________________________________________
 HV4772  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV4772  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4772
 HV4772  HORZ ORDER  -  SECOND
 HV4772
 HV4772.The horizontal coordinates were established by classical geodetic methods
 HV4772.and adjusted by the National Geodetic Survey in November 1994..
 HV4772
 HV4772.The orthometric height was scaled from a topographic map.
 HV4772
 HV4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4772
 HV4772.The geoid height was determined by GEOID03.
 HV4772
 HV4772;                    North         East     Units Scale Factor Converg.
 HV4772;SPC VA N     - 2,122,245.283 3,617,856.082   MT  0.99995147   +0 50 46.8
 HV4772;SPC VA N     - 6,962,733.07 11,869,582.83   sFT  0.99995147   +0 50 46.8
 HV4772;UTM  18      - 4,292,342.288   313,717.727   MT  1.00002733   -1 20 33.4
 HV4772
 HV4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4772!SPC VA N     -   0.99999363  x   0.99995147  =   0.99994510
 HV4772!UTM  18      -   0.99999363  x   1.00002733  =   1.00002096
 HV4772
 HV4772                          SUPERSEDED SURVEY CONTROL
 HV4772
 HV4772  NAD 83(1993)-  38 45 36.50665(N)    077 08 38.19096(W) AD(       ) 2
 HV4772  NAD 83(1986)-  38 45 36.50748(N)    077 08 38.20092(W) AD(       ) 2
 HV4772  NAD 27      -  38 45 36.09800(N)    077 08 39.27204(W) AD(       ) 2
 HV4772
 HV4772.Superseded values are not recommended for survey control.
 HV4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4772.See file dsdata.txt to determine how the superseded data were derived.
 HV4772
 HV4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1371892342(NAD 83)
 HV4772_MARKER: DD = SURVEY DISK
 HV4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4772+STABILITY: SURFACE MOTION
 HV4772
 HV4772  HISTORY     - Date     Condition        Report By
 HV4772  HISTORY     - 1957     MONUMENTED       USE
 HV4772
 HV4772                          STATION DESCRIPTION
 HV4772
 HV4772'DESCRIBED BY US ENGINEERS 1957
 HV4772'A TRAVERSE CONNECTION WAS MADE TO THE U.S.E. REFERENCE MARK 2
 HV4772'WHICH IS 45 FT. E OF A UTILITY POLE AND IN A FENCE LINE.  THE
 HV4772'MARK IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK, SET IN AN
 HV4772'8-IN. SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 IN. AND THE
 HV4772'DISK IS STAMPED CARROL R M 2.
 HV4772'
 HV4772'TO REACH STATION CARROLL FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 HV4772'U.S. HIGHWAY 1 AND COUNTY ROUTE 617 IN ACCOTINK (ABOUT 10 MI.
 HV4772'SW OF ALEXANDRIA), GO N ON COUNTY ROUTE 617 FOR 0.3 MI. TO
 HV4772'FORKS.  KEEP RIGHT FORK AND GO N ON COUNTY ROUTE 613 FOR 1.6 MI.
 HV4772'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MI. TO
 HV4772'A FIVE-POINT INTERSECTION.  TURN RIGHT AND GO NE FOR 1.4 MI. TO
 HV4772'A SIDE ROAD LEFT.  TURN LEFT AND GO 0.25 MI. TO CROSSROADS.
 HV4772'CONTINUE FOR 0.1 MI. TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 HV4772'FOLLOW A GRAVEL ROAD FOR 0.35 MI. TO A GATE AND THE STATION ON
 HV4772'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4059 ***********************************************************************
 FX4059  DESIGNATION -  CARRS
 FX4059  PID         -  FX4059
 FX4059  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4059  USGS QUAD   -  HOLLAND (1986)
 FX4059
 FX4059                         *CURRENT SURVEY CONTROL
 FX4059  ___________________________________________________________________
 FX4059* NAD 83(1993)-  36 42 57.68910(N)    076 48 48.84799(W)     ADJUSTED  
 FX4059* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 FX4059  ___________________________________________________________________
 FX4059  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 FX4059  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 FX4059
 FX4059  HORZ ORDER  -  SECOND
 FX4059
 FX4059.The horizontal coordinates were established by classical geodetic methods
 FX4059.and adjusted by the National Geodetic Survey in September 1995..
 FX4059
 FX4059.The orthometric height was scaled from a topographic map.
 FX4059
 FX4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4059
 FX4059.The geoid height was determined by GEOID03.
 FX4059
 FX4059;                    North         East     Units Scale Factor Converg.
 FX4059;SPC VA S     - 1,043,814.862 3,650,661.876   MT  1.00000958   +1 01 24.7
 FX4059;SPC VA S     - 3,424,582.59 11,977,213.17   sFT  1.00000958   +1 01 24.7
 FX4059;UTM  18      - 4,064,903.649   338,029.889   MT  0.99992321   -1 05 04.1
 FX4059
 FX4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4059!SPC VA S     -   1.00000174  x   1.00000958  =   1.00001132
 FX4059!UTM  18      -   1.00000174  x   0.99992321  =   0.99992495
 FX4059
 FX4059:                Primary Azimuth Mark                     Grid Az
 FX4059:SPC VA S     -  CENTER                                   073 38 56.8
 FX4059:UTM  18      -  CENTER                                   075 45 25.6
 FX4059
 FX4059|---------------------------------------------------------------------|
 FX4059| PID    Reference Object                     Distance      Geod. Az  |
 FX4059|                                                           dddmmss.s |
 FX4059| FX4060 CENTER                              APPROX. 0.7 KM 0744021.5 |
 FX4059| FX0851 CARRS RM 2                           33.109 METERS 10100     |
 FX4059| FX0850 CARRS RM 3                           32.635 METERS 21047     |
 FX4059| FX4071 FRANKLIN EAST POWERLINE TOWER       APPROX.10.9 KM 2352331.1 |
 FX4059| FX4072 FRANKLIN WEST POWERLINE TOWER       APPROX.11.1 KM 2360426.7 |
 FX4059| FX4070 FRANKLIN CHESAPEAKE MILL TANK       APPROX. 9.8 KM 2443202.7 |
 FX4059| FX4069 FRANKLIN CHESAPEAKE MILL STACK      APPROX. 9.9 KM 2454836.0 |
 FX4059| DC8142 CARRS RM                              8.254 METERS 26300     |
 FX4059|---------------------------------------------------------------------|
 FX4059
 FX4059                          SUPERSEDED SURVEY CONTROL
 FX4059
 FX4059  NAD 83(1986)-  36 42 57.69750(N)    076 48 48.86646(W) AD(       ) 2
 FX4059  NAD 27      -  36 42 57.15700(N)    076 48 50.00600(W) AD(       ) 2
 FX4059
 FX4059.Superseded values are not recommended for survey control.
 FX4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4059.See file dsdata.txt to determine how the superseded data were derived.
 FX4059
 FX4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3803064904(NAD 83)
 FX4059_MARKER: DS = TRIANGULATION STATION DISK
 FX4059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4059
 FX4059  HISTORY     - Date     Condition        Report By
 FX4059  HISTORY     - 1918     MONUMENTED       CGS
 FX4059  HISTORY     - 1944     GOOD             CGS
 FX4059  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FX4059
 FX4059                          STATION DESCRIPTION
 FX4059
 FX4059'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX4059'STATION IS ABOUT 1/2 MILE E OF THE SEABOARD AIR LINE RAILWAY
 FX4059'STATION AT CARRSVILLE, AT THE BEGINNING OF THE FIRST CURVE E
 FX4059'OF THE STATION, 7.305 METERS (23.97 FEET) N OF THE N RAIL, 2
 FX4059'YARDS S OF THE RIGHT-OF-WAY FENCE, DIRECTLY ACROSS A FIELD FROM
 FX4059'A LARGE BARN, AND 60 YARDS W OF A CROSS ROAD.
 FX4059'
 FX4059'THE UNDERGROUND MARK IS A NAIL SET IN CONCRETE.  THE SURFACE
 FX4059'AND REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FX4059'POSTS.
 FX4059'
 FX4059'THE REFERENCE MARK IS 8.254 METERS (27.08 FEET) FROM THE STATION
 FX4059'S 83 DEG 00 MIN W.
 FX4059
 FX4059                          STATION RECOVERY (1944)
 FX4059
 FX4059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4059'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE REFERENCE
 FX4059'MARK WAS FOUND LYING ON TOP OF THE GROUND.  IT WAS DESTROYED AND
 FX4059'TWO NEW MARKS ESTABLISHED.
 FX4059'
 FX4059'STATION IS IN THE CENTER OF A TRAIL ROAD, 21.5 FEET S OF THE
 FX4059'RIGHT-OF-WAY FENCELINE, 24.1 FEET N OF THE N RAIL OF THE TRACKS,
 FX4059'AND 179 FEET W OF WHERE THE TRAIL ROAD CROSSES THE TRACKS.
 FX4059'IT IS A BRONZE STATION DISK SET IN THE TOP OF A 12-INCH SQUARE
 FX4059'CONCRETE POST.  IT IS STAMPED CARRS 1918 AND IS FLUSH WITH THE
 FX4059'GROUND.
 FX4059'
 FX4059'REFERENCE MARK 2 IS 108.6 FEET ESE OF THE STATION AND 22.4 FEET
 FX4059'S OF THE S RAIL.  IT IS A BRONZE REFERENCE DISK SET IN THE
 FX4059'TOP OF A 12-INCH CONCRETE POST.  IT IS STAMPED CARRS NO 2 1944
 FX4059'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 FX4059'
 FX4059'REFERENCE MARK 3 IS 107.1 FEET WSW OF THE STATION AND 42.4
 FX4059'FEET S OF THE S RAIL.  IT IS A BRONZE REFERENCE DISK SET IN THE
 FX4059'TOP OF A 12-INCH CONCRETE POST.  IT IS STAMPED CARRS NO 3 1944
 FX4059'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 FX4059'
 FX4059'AZIMUTH MARK IS TRAVERSE STATION CENTER.  IT IS 0.45 MILE E
 FX4059'OF THE STATION AND 29 FEET N OF THE N RAIL.  IT IS A BRONZE
 FX4059'STATION DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 FX4059'WHICH IS FLUSH WITH THE GROUND.  THE ORIGINAL DISK HAD BEEN
 FX4059'REMOVED FROM THE CONCRETE SO A NEW DISK WAS CEMENTED IN.  STAMPED
 FX4059'CENTER 1918 1944.
 FX4059'
 FX4059'STATION IS REACHED FROM CARRSVILLE BY GOING E FROM THE DEPOT
 FX4059'ALONG THE N SIDE OF THE SEABOARD AIR LINE RAILWAY TRACKS FOR 0.9
 FX4059'MILE TO THE FIRST CURVE IN THE TRACKS AND THE STATION.
 FX4059
 FX4059                          STATION RECOVERY (1960)
 FX4059
 FX4059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4059'STATION WAS RECOVERED LEANING BADLY.  REFERENCE MARKS 2 AND 3
 FX4059'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS REPORTED
 FX4059'DESTROYED IN 1944.  A NEW SURFACE MARK AND SUB-SURFACE MARK WERE
 FX4059'SET HOLDING THE UNDERGROUND MARK.  STATION CENTER 1918 USED AS AN
 FX4059'AZIMUTH MARK IN 1944 WAS ALSO FOUND LEANING AND A NEW SURFACE
 FX4059'MARK WAS SET HOLDING THE UNDERGROUND MARK.  A COMPLETE NEW
 FX4059'DESCRIPTION FOLLOWS--
 FX4059'
 FX4059'STATION IS LOCATED ON THE NORTH SIDE OF THE SEABOARD AIR LINE
 FX4059'RAILWAY, 0.9 MILE EAST OF THE DEPOT IN CARRSVILLE.  IT IS 180
 FX4059'FEET WEST OF THE ROAD CROSSING THE RAILROAD, 96.0 FEET NORTHEAST
 FX4059'OF A TELEPHONE POLE, 88.0 FEET NORTHWEST OF TELEPHONE POLE NO.
 FX4059'19 F, 24.5 FEET NORTH OF THE NORTH RAIL, 23.5 FEET SOUTH OF A
 FX4059'FENCE ON THE NORTH SIDE OF THE ROAD AND 2.5 FEET WEST OF A
 FX4059'WITNESS SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FX4059'IS STAMPED CARRS 1918 1960.
 FX4059'
 FX4059'REFERENCE MARK NO. 2 IS 108.65 FEET SOUTHEAST OF THE STATION.
 FX4059'IT IS 89 FEET WEST OF THE ROAD CROSSING THE RAILROAD, 25.5 FEET
 FX4059'EAST OF TELEPHONE POLE NO. 19F AND 22.4 FEET SOUTH OF THE SOUTH
 FX4059'RAIL.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FX4059'CARRS NO 2 1944.
 FX4059'
 FX4059'REFERENCE MARK NO. 3 IS 107.10 FEET SOUTHWEST OF THE STATION.
 FX4059'IT IS 42.2 FEET SOUTH OF THE SOUTH RAIL, 16.5 FEET SOUTH OF A
 FX4059'TELEPHONE POLE AND 10 FEET NORTH OF A FENCELINE.  THE MARK
 FX4059'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARRS NO 3 1944.
 FX4059'
 FX4059'TRAVERSE STATION CENTER WAS USED AS AN AZIMUTH MARK AND IS ABOUT
 FX4059'0.5 MILE EAST OF THE STATION.  IT IS 354.5 FEET WEST OF THE
 FX4059'CENTER OF MILE POST 30, 119 FEET NORTHEAST OF A TELEPHONE POLE,
 FX4059'81.4 FEET NORTHWEST OF TELEPHONE POLE NO. 15F, 24.5 FEET NORTH
 FX4059'OF THE NORTH RAIL, 23.5 FEET SOUTH OF A FENCE AND 2.5 FEET WEST
 FX4059'OF A CGS WITNESS SIGN.  THE MARK IS FLUSH WITH THE GROUND AND
 FX4059'THE DISK IS STAMPED CENTER 1918 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0851 ***********************************************************************
 FX0851  DESIGNATION -  CARRS RM 2
 FX0851  PID         -  FX0851
 FX0851  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0851  USGS QUAD   -  HOLLAND (1986)
 FX0851
 FX0851                         *CURRENT SURVEY CONTROL
 FX0851  ___________________________________________________________________
 FX0851* NAD 83(1986)-  36 42 58.     (N)    076 48 49.     (W)     SCALED    
 FX0851* NAVD 88     -        24.641  (meters)      80.84   (feet)  POSTED    
 FX0851  ___________________________________________________________________
 FX0851  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 FX0851  DYNAMIC HT  -          24.620 (meters)      80.77  (feet)  COMP
 FX0851  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 FX0851
 FX0851  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0851
 FX0851.The horizontal coordinates were scaled from a topographic map and have
 FX0851.an estimated accuracy of +/- 6 seconds.
 FX0851
 FX0851.The orthometric height was determined by differential leveling
 FX0851.and adjusted by the National Geodetic Survey in 1992..
 FX0851.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0851.rate of 4.1 thru 8.0 mm/km.
 FX0851
 FX0851.The geoid height was determined by GEOID03.
 FX0851
 FX0851.The dynamic height is computed by dividing the NAVD 88
 FX0851.geopotential number by the normal gravity value computed on the
 FX0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0851.degrees latitude (g = 980.6199 gals.).
 FX0851
 FX0851.The modeled gravity was interpolated from observed gravity values.
 FX0851
 FX0851;                    North         East    Units  Estimated Accuracy
 FX0851;SPC VA S     - 1,043,820.    3,650,660.      MT  (+/- 180 meters Scaled)
 FX0851
 FX0851                          SUPERSEDED SURVEY CONTROL
 FX0851
 FX0851  NGVD 29 (??/??/92)   25.106  (m)           82.37   (f) ADJ UNCH    1 2
 FX0851
 FX0851.Superseded values are not recommended for survey control.
 FX0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0851.See file dsdata.txt to determine how the superseded data were derived.
 FX0851
 FX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF380649(NAD 83)
 FX0851_MARKER: DR = REFERENCE MARK DISK
 FX0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0851_STAMPING: CARRS NO 2 1944
 FX0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0851+STABILITY: SURFACE MOTION
 FX0851
 FX0851  HISTORY     - Date     Condition        Report By
 FX0851  HISTORY     - 1944     MONUMENTED       CGS
 FX0851  HISTORY     - 1953     GOOD             NGS
 FX0851  HISTORY     - 1960     GOOD             NGS
 FX0851  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0851
 FX0851                          STATION DESCRIPTION
 FX0851
 FX0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0851'0.7 MI NE FROM CARRSVILLE.
 FX0851'0.7 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX0851'THE OVERPASS OF U.S. HIGHWAY 58 OVER THE TRACK, 22 1/2 FEET
 FX0851'SOUTH OF SOUTH RAIL, 25 1/2 FEET EAST OF TELEPHONE POLE NO. 19F,
 FX0851'90 FEET WEST OF CENTER OF A PRIVATE ROAD CROSSING, 30 FEET
 FX0851'NORTH OF A FENCE LINE, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK
 FX0851'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FX0851
 FX0851                          STATION RECOVERY (1960)
 FX0851
 FX0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0851'RECOVERED IN GOOD CONDITION.
 FX0851
 FX0851                          STATION RECOVERY (1978)
 FX0851
 FX0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0851'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0850 ***********************************************************************
 FX0850  DESIGNATION -  CARRS RM 3
 FX0850  PID         -  FX0850
 FX0850  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0850  USGS QUAD   -  HOLLAND (1986)
 FX0850
 FX0850                         *CURRENT SURVEY CONTROL
 FX0850  ___________________________________________________________________
 FX0850* NAD 83(1986)-  36 42 58.     (N)    076 48 49.     (W)     SCALED    
 FX0850* NAVD 88     -        24.234  (meters)      79.51   (feet)  POSTED    
 FX0850  ___________________________________________________________________
 FX0850  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 FX0850  DYNAMIC HT  -          24.220 (meters)      79.46  (feet)  COMP
 FX0850  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 FX0850
 FX0850  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0850
 FX0850.The horizontal coordinates were scaled from a topographic map and have
 FX0850.an estimated accuracy of +/- 6 seconds.
 FX0850
 FX0850.The orthometric height was determined by differential leveling
 FX0850.and adjusted by the National Geodetic Survey in 1992..
 FX0850.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0850.rate of 4.1 thru 8.0 mm/km.
 FX0850
 FX0850.The geoid height was determined by GEOID03.
 FX0850
 FX0850.The dynamic height is computed by dividing the NAVD 88
 FX0850.geopotential number by the normal gravity value computed on the
 FX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0850.degrees latitude (g = 980.6199 gals.).
 FX0850
 FX0850.The modeled gravity was interpolated from observed gravity values.
 FX0850
 FX0850;                    North         East    Units  Estimated Accuracy
 FX0850;SPC VA S     - 1,043,820.    3,650,660.      MT  (+/- 180 meters Scaled)
 FX0850
 FX0850                          SUPERSEDED SURVEY CONTROL
 FX0850
 FX0850  NGVD 29 (??/??/92)   24.700  (m)           81.04   (f) ADJ UNCH    1 2
 FX0850
 FX0850.Superseded values are not recommended for survey control.
 FX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0850.See file dsdata.txt to determine how the superseded data were derived.
 FX0850
 FX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF380649(NAD 83)
 FX0850_MARKER: DR = REFERENCE MARK DISK
 FX0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0850_STAMPING: CARRS NO 3 1944
 FX0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0850+STABILITY: SURFACE MOTION
 FX0850
 FX0850  HISTORY     - Date     Condition        Report By
 FX0850  HISTORY     - 1944     MONUMENTED       CGS
 FX0850  HISTORY     - 1953     GOOD             NGS
 FX0850  HISTORY     - 1960     GOOD             NGS
 FX0850  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0850
 FX0850                          STATION DESCRIPTION
 FX0850
 FX0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX0850'0.7 MI NE FROM CARRSVILLE.
 FX0850'0.7 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX0850'THE OVERPASS OF U.S. HIGHWAY 58 OVER TRACK AT CARRSVILLE, 42
 FX0850'FEET SOUTH OF SOUTH RAIL, ABOUT MIDWAY BETWEEN MILE POSTS 30 AND
 FX0850'31, 266 FEET WEST OF A PRIVATE ROAD CROSSING, 16 1/2 FEET SOUTH
 FX0850'OF THE SECOND TELEPHONE POLE WEST OF PRIVATE ROAD CROSSING,
 FX0850'10 FEET NORTH OF A FENCE LINE, 107 FEET SOUTH-SOUTHWEST OF
 FX0850'F 10 = CARRS, 176 1/2 FEET WEST OF CARRS RM NO. 2, ABOUT 1
 FX0850'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 FX0850'POST PROJECTING 5 INCHES.
 FX0850
 FX0850                          STATION RECOVERY (1960)
 FX0850
 FX0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0850'RECOVERED IN GOOD CONDITION.
 FX0850
 FX0850                          STATION RECOVERY (1978)
 FX0850
 FX0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0850'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1923 ***********************************************************************
 GV1923  DESIGNATION -  CARSON
 GV1923  PID         -  GV1923
 GV1923  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1923  USGS QUAD   -  CARSON (1987)
 GV1923
 GV1923                         *CURRENT SURVEY CONTROL
 GV1923  ___________________________________________________________________
 GV1923* NAD 83(1993)-  37 03 45.42797(N)    077 23 25.85974(W)     ADJUSTED  
 GV1923* NAVD 88     -        47.701  (meters)     156.50   (feet)  POSTED    
 GV1923  ___________________________________________________________________
 GV1923  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 GV1923  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV1923  DYNAMIC HT  -          47.670 (meters)     156.40  (feet)  COMP
 GV1923  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GV1923
 GV1923  HORZ ORDER  -  SECOND
 GV1923  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV1923
 GV1923.The horizontal coordinates were established by classical geodetic methods
 GV1923.and adjusted by the National Geodetic Survey in September 1995..
 GV1923
 GV1923.The orthometric height was determined by differential leveling
 GV1923.and adjusted by the National Geodetic Survey in 1992..
 GV1923.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV1923.rate of 1.1 thru 2.0 mm/km.
 GV1923
 GV1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1923
 GV1923.The geoid height was determined by GEOID03.
 GV1923
 GV1923.The dynamic height is computed by dividing the NAVD 88
 GV1923.geopotential number by the normal gravity value computed on the
 GV1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1923.degrees latitude (g = 980.6199 gals.).
 GV1923
 GV1923.The modeled gravity was interpolated from observed gravity values.
 GV1923
 GV1923;                    North         East     Units Scale Factor Converg.
 GV1923;SPC VA S     - 1,081,511.696 3,598,669.659   MT  0.99995948   +0 40 24.1
 GV1923;SPC VA S     - 3,548,259.62 11,806,635.37   sFT  0.99995948   +0 40 24.1
 GV1923;UTM  18      - 4,104,492.046   287,458.760   MT  1.00015652   -1 26 28.6
 GV1923
 GV1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1923!SPC VA S     -   0.99999783  x   0.99995948  =   0.99995731
 GV1923!UTM  18      -   0.99999783  x   1.00015652  =   1.00015435
 GV1923
 GV1923:                Primary Azimuth Mark                     Grid Az
 GV1923:SPC VA S     -  CARSON AZ MK                             157 14 40.8
 GV1923:UTM  18      -  CARSON AZ MK                             159 21 33.5
 GV1923
 GV1923|---------------------------------------------------------------------|
 GV1923| PID    Reference Object                     Distance      Geod. Az  |
 GV1923|                                                           dddmmss.s |
 GV1923| DC5225 CARSON AZ MK                                       1575504.9 |
 GV1923| GV1924 CARSON RM 1                          21.990 METERS 17854     |
 GV1923| FX4137 STONY CREEK WATER TANK              APPROX.12.9 KM 1844015.7 |
 GV1923| GV3000 CARSON RM 2                          26.789 METERS 28003     |
 GV1923| GV5419 PETERSBURG TNG SCH AND HOSP TK      APPROX.10.5 KM 3582251.9 |
 GV1923|---------------------------------------------------------------------|
 GV1923
 GV1923                          SUPERSEDED SURVEY CONTROL
 GV1923
 GV1923  NAD 83(1986)-  37 03 45.43430(N)    077 23 25.87878(W) AD(       ) 2
 GV1923  NAD 27      -  37 03 44.89300(N)    077 23 26.95200(W) AD(       ) 2
 GV1923  NGVD 29 (??/??/??)   48.048  (m)          157.64   (f) ADJUSTED    2 0
 GV1923
 GV1923.Superseded values are not recommended for survey control.
 GV1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1923.See file dsdata.txt to determine how the superseded data were derived.
 GV1923
 GV1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8745904492(NAD 83)
 GV1923_MARKER: DS = TRIANGULATION STATION DISK
 GV1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1923_STAMPING: CARSON 1941
 GV1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1923+STABILITY: SURFACE MOTION
 GV1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1923+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 GV1923
 GV1923  HISTORY     - Date     Condition        Report By
 GV1923  HISTORY     - 1941     MONUMENTED       CGS
 GV1923  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GV1923  HISTORY     - 1953     GOOD             AMS
 GV1923  HISTORY     - 1959     GOOD             CGS
 GV1923  HISTORY     - 1961     GOOD             CGS
 GV1923  HISTORY     - 1961     GOOD             CGS
 GV1923  HISTORY     - 1965     GOOD             CGS
 GV1923  HISTORY     - 1988     GOOD             USPSQD
 GV1923  HISTORY     - 19980609 GOOD             USPSQD
 GV1923  HISTORY     - 20030308 GOOD             USPSQD
 GV1923
 GV1923                          STATION DESCRIPTION
 GV1923
 GV1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV1923'STATION IS LOCATED ABOUT 1.75 MILES N OF CARSON RAILROAD
 GV1923'STATION, AND 23 MILES S OF PETERSBURG, ON PROPERTY OWNED AND
 GV1923'OCCUPIED BY H.W. SLADE.  IT IS 51 FEET E OF THE CENTER OF COUNTY
 GV1923'ROAD 604, 31.7 FEET N OF THE SW CORNER OF A GARAGE, AND 68 FEET
 GV1923'SW OF THE N CORNER OF A BARN.  THE DISK IS STAMPED CARSON
 GV1923'1941, AND IS FLUSH WITH THE GROUND.
 GV1923'
 GV1923'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV1923'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 GV1923'AND 11A.
 GV1923'
 GV1923'REFERENCE MARK NO. 1 IS 14 FEET E OF THE CENTER OF COUNTY
 GV1923'ROAD 604, AND 2 FEET N OF THE H.W. SLADE MAIL BOX.  THE DISK
 GV1923'IS STAMPED CARSON NO. 1, 1941, AND IS FLUSH WITH THE GROUND.
 GV1923'
 GV1923'REFERENCE MARK NO. 2 IS 14 FEET W OF THE CENTER OF COUNTY
 GV1923'ROAD 604, AND 2 FEET S OF A TELEPHONE POLE.  THE DISK IS
 GV1923'STAMPED CARSON NO. 2 1941, AND IS FLUSH WITH THE GROUND.
 GV1923'
 GV1923'THE AZIMUTH MARK IS ON THE GROUNDS OF THE SHILOH BAPTIST
 GV1923'CHURCH.  IT IS 78 FEET WNW OF THE FRONT DOOR OF THE CHURCH, AND
 GV1923'25 FEET E OF THE CENTER OF THE GRAVEL ROAD AROUND THE CHURCH.
 GV1923'THE DISK IS STAMPED CARSON 1941 AND IS FLUSH WITH THE GROUND.
 GV1923'TO REACH FROM THE STATION GO S ON COUNTY ROAD 604 FOR 0.25
 GV1923'MILE TO THE CHURCH ON THE LEFT AND MARK.
 GV1923'
 GV1923'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 301
 GV1923'AND STATE HIGHWAY 141, WHICH IS ABOUT 0.5 MILE NE OF CARSON,
 GV1923'GO N ON U.S. HIGHWAY 301 FOR 1.1 MILES TO CROSSROADS AT A
 GV1923'SMALL STORE AND SERVICE STATION IN THE SW CORNER, TURN LEFT
 GV1923'AND GO W ON COUNTY ROAD 604 FOR 0.5 MILE TO A T-ROAD
 GV1923'INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO A Y JUST BEFORE
 GV1923'REACHING THE SHILOH BAPTIST CHURCH, CONTINUE ON LEFT FORK FOR
 GV1923'0.3 MILE TO THE HOME OF H.W. SLADE ON THE RIGHT AND STATION.
 GV1923'
 GV1923'NOTE.--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GV1923'
 GV1923'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV1923
 GV1923                          STATION RECOVERY (1952)
 GV1923
 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RWW)
 GV1923'STATION RECOVERED, MAY HAVE BEEN DISTURBED SLIGHTLY BY PLOW.
 GV1923'AZIMUTH MARK CHECKS 4 POINTING HOUR ANGLE STAR POLARIS
 GV1923'OBSERVATION BY 0 DEG 00 MIN 15 PLUS OR MINUS.  R.M. NO. 2
 GV1923'DISTURBED, ARROW ON SAME POINTS ABOUT 90 DEG FROM STATION.
 GV1923'AZIMUTH MARK IS 1286.23 FEET FROM STATION.
 GV1923
 GV1923                          STATION RECOVERY (1953)
 GV1923
 GV1923'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV1923'THE MARK A, STANDARD U.S.C. AND G.S. BRASS DISK, SET THE TOP
 GV1923'OF A CONCRETE POST, FLUSH WITH GROUND, WAS RECOVERED AS
 GV1923'DESCRIBED IN GOOD CONDITION.  THE MARK IS 16 FEET SOUTH OF NW
 GV1923'CORNER OF BUILDING, 28 FEET NORTH AT SW CORNER OF BUILDING,
 GV1923'55 FEET SW AT INTERSECTION OF HIGHWAY AND DRIVEWAY EAST, 53
 GV1923'FEET WEST AT CENTERLINE HIGHWAY, AND 9 FEET WEST OF CENTERLINE
 GV1923'OF TRAIL.
 GV1923
 GV1923                          STATION RECOVERY (1959)
 GV1923
 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1923'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GV1923'FOUND IN FAIR CONDITION.  THE STATION MARK HAD BEEN HIT BY
 GV1923'FARM MACHINERY WHICH CAUSED THE CORNERS OF THE MARK TO BE
 GV1923'CHIPPED OFF.  REFERENCE MARK NO. 2 HAD ALSO BEEN HIT BY FARM
 GV1923'MACHINERY AND THE ARROW IS POINTED ABOUT 90 DEGREES OFF LINE
 GV1923'TO THE STATION MARK.  A CHANGE IN THE DIRECTION TO R.M. 2
 GV1923'IS SHOWN BY THE COMPARISON IN OBSERVATIONS BELOW.  A NEW
 GV1923'TO REACH FOLLOWS DUE TO ROAD NUMBER CHANGES.
 GV1923'
 GV1923'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301
 GV1923'AND STATE HIGHWAY 35, GO SOUTHWESTERLY ON U.S. HIGHWAY 301 FOR
 GV1923'2.6 MILES TO A SIDE ROAD RIGHT AT PARKERS GROCERY STORE.  TURN
 GV1923'RIGHT ON COUNTY ROUTE 631 FOR 0.55 MILE TO A T INTERSECTION,
 GV1923'TURN RIGHT ON COUNTY ROUTE 604 AND GO NORTHERLY FOR 0.45 MILE
 GV1923'TO A DRIVEWAY ON THE RIGHT AND STATION ON THE NORTH SIDE OF
 GV1923'DRIVEWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 GV1923'SOUTHERLY ON COUNTY ROUTE 604 FOR 0.3 MILE TO THE INTERSECTION
 GV1923'OF COUNTY ROUTE 621, TURN LEFT ON COUNTY ROUTE 621 FOR 0.1
 GV1923'MILE TO AZIMUTH MARK ON THE RIGHT AT THE SHILOH BAPTIST
 GV1923'CHURCH.
 GV1923
 GV1923                          STATION RECOVERY (1961)
 GV1923
 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV1923'STATION WAS RECOVERED AS DEXCRIBED BY J.C. CHILDS IN 1959.
 GV1923'A NEW TO REACH THE STATION FOLLOWS--TO REACH THE STATION
 GV1923'FROM THE DEPOT IN CARSON, GO NORTHERLY ON SECONDARY STATE
 GV1923'HIGHWAY 604 FOR 1.6 MILES TO THE JUNCTION OF SECONDARY STATE
 GV1923'HIGHWAY 621,* TAKE LEFT FORK AND FOLLOW HIGHWAY 604 FOR
 GV1923'0.3 MILE TO THE STATION ON THE RIGHT.
 GV1923'
 GV1923'*TO REACH THE AZIMUTH FROM THIS POINT, TAKE RIGHT FORK AND
 GV1923'FOLLOW HIGHWAY 621 FOR 0.1 MILE TO THE SHILOH BAPTIST CHURCH
 GV1923'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 GV1923
 GV1923                          STATION RECOVERY (1961)
 GV1923
 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1923'2 MI N FROM CARSON.
 GV1923'IN PRINCE GEORGE COUNTY, 2.0 MILES NORTH ALONG STATE SECONDARY
 GV1923'ROAD 604 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT
 GV1923'CARSON, DINWIDDIE COUNTY, AT THE SLADE FARM, 49 FEET NORTH
 GV1923'OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE, 17 FEET
 GV1923'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, IN A GRASSY PLOT
 GV1923'JUST WEST OF THE GARAGE, AND 50.6 FEET EAST OF THE CENTERLINE
 GV1923'OF THE ROAD.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 GV1923'CARSON 1942 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXCEPT
 GV1923'THIS MARK HAS BEEN HIT BY FARM MACHINERY AND SHOULD BE USED
 GV1923'WITH CARE.
 GV1923
 GV1923                          STATION RECOVERY (1965)
 GV1923
 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 GV1923'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1941 AND BY
 GV1923'J.C.C. IN 1959 AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 GV1923'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING
 GV1923'ADDITIONS.  THE AZIMUTH MARK HAS BEEN COVERED BY ABOUT 2 INCHES
 GV1923'OF GRAVEL AND IS 32 FEET SOUTH SOUTHWEST OF NORTH OF TWO LARGE
 GV1923'OAK TREES AND 30 FEET NORTH NORTHWEST OF MOST WESTERN PART
 GV1923'OF ARC OF SIDEWALK IN FRONT OF CHURCH.
 GV1923
 GV1923                          STATION RECOVERY (1988)
 GV1923
 GV1923'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1923'RECOVERED IN GOOD CONDITION.
 GV1923
 GV1923                          STATION RECOVERY (1998)
 GV1923
 GV1923'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1923'RECOVERED IN GOOD CONDITION.
 GV1923
 GV1923                          STATION RECOVERY (2003)
 GV1923
 GV1923'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC)
 GV1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1924 ***********************************************************************
 GV1924  DESIGNATION -  CARSON RM 1
 GV1924  PID         -  GV1924
 GV1924  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1924  USGS QUAD   -  CARSON (1987)
 GV1924
 GV1924                         *CURRENT SURVEY CONTROL
 GV1924  ___________________________________________________________________
 GV1924* NAD 83(1986)-  37 03 45.     (N)    077 23 25.     (W)     SCALED    
 GV1924* NAVD 88     -        47.466  (meters)     155.73   (feet)  POSTED    
 GV1924  ___________________________________________________________________
 GV1924  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV1924  DYNAMIC HT  -          47.430 (meters)     155.61  (feet)  COMP
 GV1924  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 GV1924
 GV1924  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1924
 GV1924.The horizontal coordinates were scaled from a topographic map and have
 GV1924.an estimated accuracy of +/- 6 seconds.
 GV1924
 GV1924.The orthometric height was determined by differential leveling
 GV1924.and adjusted by the National Geodetic Survey in 1992..
 GV1924.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1924.rate of 0.0 thru 1.0 mm/km.
 GV1924
 GV1924.The geoid height was determined by GEOID03.
 GV1924
 GV1924.The dynamic height is computed by dividing the NAVD 88
 GV1924.geopotential number by the normal gravity value computed on the
 GV1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1924.degrees latitude (g = 980.6199 gals.).
 GV1924
 GV1924.The modeled gravity was interpolated from observed gravity values.
 GV1924
 GV1924;                    North         East    Units  Estimated Accuracy
 GV1924;SPC VA S     - 1,081,500.    3,598,690.      MT  (+/- 180 meters Scaled)
 GV1924
 GV1924                          SUPERSEDED SURVEY CONTROL
 GV1924
 GV1924  NGVD 29 (??/??/??)   47.813  (m)          156.87   (f) ADJUSTED    2 0
 GV1924
 GV1924.Superseded values are not recommended for survey control.
 GV1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1924.See file dsdata.txt to determine how the superseded data were derived.
 GV1924
 GV1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG874044(NAD 83)
 GV1924_MARKER: DR = REFERENCE MARK DISK
 GV1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1924_STAMPING: CARSON NO 1 1941
 GV1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1924+STABILITY: SURFACE MOTION
 GV1924
 GV1924  HISTORY     - Date     Condition        Report By
 GV1924  HISTORY     - 1941     MONUMENTED       CGS
 GV1924  HISTORY     - 1961     GOOD             CGS
 GV1924  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1924  HISTORY     - 19980609 MARK NOT FOUND   USPSQD
 GV1924  HISTORY     - 20030308 POOR             USPSQD
 GV1924
 GV1924                          STATION DESCRIPTION
 GV1924
 GV1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1924'2 MI N FROM CARSON.
 GV1924'IN PRINCE GEORGE COUNTY, 2.0 MILES NORTH ALONG STATE SECONDARY
 GV1924'ROAD 604 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT
 GV1924'CARSON, DINWIDDIE COUNTY, 48.2 FEET SOUTHWEST OF THE SOUTHWEST
 GV1924'CORNER OF A GARAGE, 41 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 GV1924'15 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTHEAST
 GV1924'OF THE SLADE MAIL BOX.  A STANDARD REFERENCE-MARK DISK, STAMPED
 GV1924'CARSON NO 1 1941 AND SET IN THE TOP OF A CONCRETE POST.
 GV1924'NOTE-- THE MAIL BOX HAS BEEN REMOVED.
 GV1924
 GV1924                          STATION RECOVERY (1988)
 GV1924
 GV1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1924'MARK NOT FOUND.
 GV1924
 GV1924                          STATION RECOVERY (1998)
 GV1924
 GV1924'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1924'MARK NOT FOUND.
 GV1924
 GV1924                          STATION RECOVERY (2003)
 GV1924
 GV1924'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC)
 GV1924'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1925 ***********************************************************************
 GV1925  DESIGNATION -  CARSON RM 3
 GV1925  PID         -  GV1925
 GV1925  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1925  USGS QUAD   -  CARSON (1987)
 GV1925
 GV1925                         *CURRENT SURVEY CONTROL
 GV1925  ___________________________________________________________________
 GV1925* NAD 83(1986)-  37 03 34.     (N)    077 23 21.     (W)     SCALED    
 GV1925* NAVD 88     -        47.726  (meters)     156.58   (feet)  POSTED    
 GV1925  ___________________________________________________________________
 GV1925  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV1925  DYNAMIC HT  -          47.690 (meters)     156.46  (feet)  COMP
 GV1925  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 GV1925
 GV1925  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1925
 GV1925.The horizontal coordinates were scaled from a topographic map and have
 GV1925.an estimated accuracy of +/- 6 seconds.
 GV1925
 GV1925.The orthometric height was determined by differential leveling
 GV1925.and adjusted by the National Geodetic Survey in 1992..
 GV1925.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1925.rate of 0.0 thru 1.0 mm/km.
 GV1925
 GV1925.The geoid height was determined by GEOID03.
 GV1925
 GV1925.The dynamic height is computed by dividing the NAVD 88
 GV1925.geopotential number by the normal gravity value computed on the
 GV1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1925.degrees latitude (g = 980.6199 gals.).
 GV1925
 GV1925.The modeled gravity was interpolated from observed gravity values.
 GV1925
 GV1925;                    North         East    Units  Estimated Accuracy
 GV1925;SPC VA S     - 1,081,160.    3,598,790.      MT  (+/- 180 meters Scaled)
 GV1925
 GV1925                          SUPERSEDED SURVEY CONTROL
 GV1925
 GV1925  NGVD 29 (??/??/??)   48.074  (m)          157.72   (f) ADJUSTED    2 0
 GV1925
 GV1925.Superseded values are not recommended for survey control.
 GV1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1925.See file dsdata.txt to determine how the superseded data were derived.
 GV1925
 GV1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG875041(NAD 83)
 GV1925_MARKER: DZ = AZIMUTH MARK DISK
 GV1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1925_STAMPING: CARSON NO 3 1941
 GV1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1925+STABILITY: SURFACE MOTION
 GV1925
 GV1925  HISTORY     - Date     Condition        Report By
 GV1925  HISTORY     - 1941     MONUMENTED       CGS
 GV1925  HISTORY     - 1961     GOOD             CGS
 GV1925  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1925
 GV1925                          STATION DESCRIPTION
 GV1925
 GV1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1925'1.9 MI N FROM CARSON.
 GV1925'IN PRINCE GEORGE COUNTY, 1.7 MILES NORTH ALONG STATE SECONDARY
 GV1925'ROAD 604 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT
 GV1925'CARSON, DINWIDDIE COUNTY, AT THE SHILOH CHURCH, 77 FEET WEST
 GV1925'OF THE NORTHWEST CORNER, 26.8 FEET EAST OF THE CENTERLINE OF
 GV1925'THE ROAD, AND 3 FEET WEST OF A LARGE OAK TREE.  A STANDARD
 GV1925'REFERENCE-MARK DISK, STAMPED CARSN NO 3 1941 AND SET IN THE
 GV1925'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS LISTED AS R.M. 3
 GV1925'CARSON AND IS A STANDARD AZIMUTH MARK DISK.
 GV1925
 GV1925                          STATION RECOVERY (1988)
 GV1925
 GV1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3463 ***********************************************************************
 GA3463  DESIGNATION -  CARTER
 GA3463  PID         -  GA3463
 GA3463  STATE/COUNTY-  VA/LEE
 GA3463  USGS QUAD   -  KEOKEE (1978)
 GA3463
 GA3463                         *CURRENT SURVEY CONTROL
 GA3463  ___________________________________________________________________
 GA3463* NAD 83(1993)-  36 46 16.07752(N)    082 57 10.32460(W)     ADJUSTED  
 GA3463* NAVD 88     -       551.0    (meters)    1808.     (feet)  VERTCON   
 GA3463  ___________________________________________________________________
 GA3463  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 GA3463  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 GA3463
 GA3463  HORZ ORDER  -  SECOND
 GA3463
 GA3463.The horizontal coordinates were established by classical geodetic methods
 GA3463.and adjusted by the National Geodetic Survey in December 1995..
 GA3463
 GA3463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3463
 GA3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3463
 GA3463.The geoid height was determined by GEOID03.
 GA3463
 GA3463;                    North         East     Units Scale Factor Converg.
 GA3463;SPC VA S     - 1,057,958.599 3,102,605.719   MT  0.99999919   -2 42 09.2
 GA3463;SPC VA S     - 3,470,985.84 10,179,132.26   sFT  0.99999919   -2 42 09.2
 GA3463;UTM  17      - 4,071,262.282   325,712.447   MT  0.99997424   -1 10 09.6
 GA3463
 GA3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3463!SPC VA S     -   0.99991838  x   0.99999919  =   0.99991757
 GA3463!UTM  17      -   0.99991838  x   0.99997424  =   0.99989262
 GA3463
 GA3463:                Primary Azimuth Mark                     Grid Az
 GA3463:SPC VA S     -  BAILEY                                   044 32 53.8
 GA3463:UTM  17      -  BAILEY                                   043 00 54.2
 GA3463
 GA3463|---------------------------------------------------------------------|
 GA3463| PID    Reference Object                     Distance      Geod. Az  |
 GA3463|                                                           dddmmss.s |
 GA3463| GA1453 BAILEY                              APPROX. 1.9 KM 0415044.6 |
 GA3463| DB8960 CARTER RM 1                           7.873 METERS 24623     |
 GA3463|---------------------------------------------------------------------|
 GA3463
 GA3463                          SUPERSEDED SURVEY CONTROL
 GA3463
 GA3463  NAD 83(1993)-  36 46 16.07947(N)    082 57 10.32627(W) AD(       ) 2
 GA3463  NAD 83(1986)-  36 46 16.08686(N)    082 57 10.32935(W) AD(       ) 2
 GA3463  NAD 27      -  36 46 15.76536(N)    082 57 10.73213(W) AD(       ) 2
 GA3463  NGVD 29 (07/19/86)  551.1    (m)         1808.     (f) VERT ANG       
 GA3463
 GA3463.Superseded values are not recommended for survey control.
 GA3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3463.See file dsdata.txt to determine how the superseded data were derived.
 GA3463
 GA3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA2571271262(NAD 83)
 GA3463_MARKER: DE = TRAVERSE STATION DISK
 GA3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3463
 GA3463  HISTORY     - Date     Condition        Report By
 GA3463  HISTORY     - 1963     MONUMENTED       CGS
 GA3463  HISTORY     - 1988     GOOD             VADHT
 GA3463
 GA3463                          STATION DESCRIPTION
 GA3463
 GA3463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3463'THE STATION IS LOCATED ON THE PROPERTY OF MR. HERBERT CARTER,
 GA3463'ABOUT 0.5 MILE WEST OF DRYDEN AND 0.15 MILE SOUTH OF U.S.
 GA3463'HIGHWAY ALT. 58.
 GA3463'
 GA3463'TO REACH THE STATION FROM THE POST OFFICE IN DRYDEN, GO SOUTH
 GA3463'ON COUNTY ROAD 629 FOR 0.1 MILE TO A T-ROAD, KEEP RIGHT ON
 GA3463'COUNTY ROAD 629 FOR 0.3 MILE TO COUNTY ROAD 743 ON THE LEFT,
 GA3463'TURN LEFT AND GO 0.3 MILE TO A WOODEN GATE ON THE RIGHT JUST
 GA3463'BEFORE REACHING A BRIDGE, TURN RIGHT AND GO ABOUT 100 FEET
 GA3463'PASS THROUGH GATE, CONTINUE NORTHERLY ON THE TRACK ROAD UP
 GA3463'HILL FOR 0.3 MILE TO ITS END, BEAR TO THE RIGHT AND GO 0.05
 GA3463'MILE TO A FENCE LINE AND TRACK ROAD, TURN LEFT ON TRACK ROAD
 GA3463'AND GO 0.05 MILE TO OLD BUILDING, GO AROUND THE BUILDING,
 GA3463'NORTH SIDE, THEN RIGHT FOLLOW DIM TRACK ROAD THROUGH THE
 GA3463'WOODS FOR 0.1 MILE TO OPEN PASTURE LAND, THEN FOLLOW DIM
 GA3463'TRACK ROAD NORTHWEST FOR 0.15 MILE TO THE STATION NEAR THE
 GA3463'CENTER OF RIDGE.
 GA3463'
 GA3463'THE STATION MARK IS 4.3 FEET SOUTHEAST OF A METAL WITNESS
 GA3463'SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE
 GA3463'MONUMENT PROJECTING 3 INCHES AND IS STAMPED CARTER 1963.
 GA3463'
 GA3463'REFERENCE MARK NO. 1 IS 25.6 FEET WEST OF THE METAL WITNESS
 GA3463'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS
 GA3463'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GA3463'4 INCHES AND IS STAMPED CARTER NO 1 1963.
 GA3463'
 GA3463'TRAVERSE STATION BAILEY WELL SERVE AS THE AZIMUTH MARK.
 GA3463'
 GA3463'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GA3463
 GA3463                          STATION RECOVERY (1988)
 GA3463
 GA3463'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1988 (JLS)
 GA3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2304 ***********************************************************************
 GW2304  DESIGNATION -  CARTER
 GW2304  PID         -  GW2304
 GW2304  STATE/COUNTY-  VA/ALBEMARLE
 GW2304  USGS QUAD   -  SIMEON (1974)
 GW2304
 GW2304                         *CURRENT SURVEY CONTROL
 GW2304  ___________________________________________________________________
 GW2304* NAD 83(1993)-  37 58 48.74841(N)    078 29 20.12805(W)     ADJUSTED  
 GW2304* NAVD 88     -       484.86   (+/-2cm)    1590.7    (feet)  VERTCON   
 GW2304  ___________________________________________________________________
 GW2304  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GW2304  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2304
 GW2304  HORZ ORDER  -  SECOND
 GW2304  VERT ORDER  -  THIRD ? (See Below)
 GW2304
 GW2304.The horizontal coordinates were established by classical geodetic methods
 GW2304.and adjusted by the National Geodetic Survey in November 1994..
 GW2304
 GW2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2304.The vertical order pertains to the NGVD 29 superseded value.
 GW2304
 GW2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2304
 GW2304.The geoid height was determined by GEOID03.
 GW2304
 GW2304;                    North         East     Units Scale Factor Converg.
 GW2304;SPC VA S     - 1,182,768.688 3,500,973.056   MT  1.00000250   +0 00 24.2
 GW2304;SPC VA S     - 3,880,466.94 11,486,109.10   sFT  1.00000250   +0 00 24.2
 GW2304;UTM  17      - 4,206,594.179   720,542.257   MT  1.00019909   +1 32 45.3
 GW2304
 GW2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2304!SPC VA S     -   0.99992901  x   1.00000250  =   0.99993151
 GW2304!UTM  17      -   0.99992901  x   1.00019909  =   1.00012808
 GW2304
 GW2304:                Primary Azimuth Mark                     Grid Az
 GW2304:SPC VA S     -  AIRPORT BCN CHARLOTTESVILLE AP           011 00 54.2
 GW2304:UTM  17      -  AIRPORT BCN CHARLOTTESVILLE AP           009 28 33.1
 GW2304
 GW2304|---------------------------------------------------------------------|
 GW2304| PID    Reference Object                     Distance      Geod. Az  |
 GW2304|                                                           dddmmss.s |
 GW2304| HW3314 AIRPORT BCN CHARLOTTESVILLE AP      APPROX.17.8 KM 0110118.4 |
 GW2304| HW3312 PATTERSON MTN OBSERVATION TWR       APPROX. 3.1 KM 0443229.9 |
 GW2304| GW2302 CARTER MTN JEFFERSON TV CABLE       APPROX. 0.8 KM 0563622.1 |
 GW2304| GW2300 AIRWAY BN 50 SE CHARLOTTSVILLE      APPROX.11.5 KM 1123640.0 |
 GW2304| DC5226 CARTER RM 1                          19.992 METERS 20819     |
 GW2304| GW2303 CARTER MTN LOOKOUT TOWER             13.345 METERS 23905     |
 GW2304| GW2368 HEARD                               APPROX.22.7 KM 2555041.4 |
 GW2304| DC5227 CARTER RM 2                          20.778 METERS 29544     |
 GW2304| HW3331 CHARLOTTESVILLE STA WELK MAST       APPROX. 7.2 KM 3371502.9 |
 GW2304|---------------------------------------------------------------------|
 GW2304
 GW2304                          SUPERSEDED SURVEY CONTROL
 GW2304
 GW2304  NAD 83(1986)-  37 58 48.75001(N)    078 29 20.12318(W) AD(       ) 2
 GW2304  NAD 27      -  37 58 48.24210(N)    078 29 21.08069(W) AD(       ) 2
 GW2304  NGVD 29 (07/19/86)  485.11   (m)         1591.6    (f) LEVELING    3  
 GW2304
 GW2304.Superseded values are not recommended for survey control.
 GW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2304.See file dsdata.txt to determine how the superseded data were derived.
 GW2304
 GW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2054206594(NAD 83)
 GW2304_MARKER: DS = TRIANGULATION STATION DISK
 GW2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2304
 GW2304  HISTORY     - Date     Condition        Report By
 GW2304  HISTORY     - 1958     MONUMENTED       CGS
 GW2304  HISTORY     - 1963     GOOD             AIRSUR
 GW2304  HISTORY     - 1965     GOOD             CGS
 GW2304
 GW2304                          STATION DESCRIPTION
 GW2304
 GW2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2304'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CHARLOTTESVILLE,
 GW2304'ON THE HIGHEST POINT OF CARTER MOUNTAIN AND AT THE LOCATION
 GW2304'OF CARTER MTN. LOOKOUT TOWER.  IT IS 43.41 FEET NORTH OF
 GW2304'THE APPROXIMATE CENTER OF LOOKOUT TOWER, 45 FEET EAST OF
 GW2304'A UTILITY POLE, 36 FEET NORTHEAST OF THE NORTHWEST LEG OF
 GW2304'LOOKOUT TOWER, 34 FEET NORTH OF THE NORTHEAST LEG OF LOOKOUT
 GW2304'TOWER AND 6 FEET SOUTH SOUTHEAST OF A METAL WITNESS POST.
 GW2304'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GW2304'CARTER 1958.
 GW2304'
 GW2304'REFERENCE MARK NO. 1 IS 34 FEET SOUTHEAST OF THE NORTHEAST
 GW2304'LEG OF LOOKOUT TOWER, 24 FEET EAST OF THE SOUTHEAST LEG
 GW2304'OF LOOKOUT TOWER AND IS ON THE EAST EDGE OF CLEARED AREA.
 GW2304'THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GW2304'PROJECTS ABOUT 1 FOOT AND IS STAMPED CARTER NO 1 1958.
 GW2304'
 GW2304'REFERENCE MARK NO. 2 IS 47 FEET WEST OF THE NORTHWEST LEG
 GW2304'OF LOOKOUT TOWER, 30 FEET WEST OF THE CENTER LINE OF DRIVE-WAY,
 GW2304'30 FEET SOUTH SOUTHWEST OF UTILITY POLE AND ON THE WEST EDGE
 GW2304'OF CLEARED AREA.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GW2304'IS STAMPED CARTER NO 2 1958.
 GW2304'
 GW2304'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHARLOTTESVILLE,
 GW2304'GO SOUTHERLY ON STATE HIGHWAY 20 FOR 1.3 MILE TO A SIDE ROAD
 GW2304'LEFT JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN LEFT AND
 GW2304'GO EASTERLY UP HILL ON COUNTY ROUTE 53 FOR 0.85 MILE TO
 GW2304'A SIDE ROAD RIGHT AT THE ENTRANCE TO MICHIE TAVERN.  TURN
 GW2304'RIGHT AND FOLLOW THE MAIN TRAVELED ROAD UP HILL TO THE TOP
 GW2304'OF RIDGE, KEEP RIGHT AT TOP OF RIDGE AND GO SOUTHERLY FOLLOWING
 GW2304'MAIN TRAVELED ROAD ALONG RIDGE FOR 1.6 MILES TO STATION
 GW2304'AND CARTER MTN. LOOKOUT TOWER.
 GW2304'
 GW2304'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GW2304
 GW2304                          STATION RECOVERY (1963)
 GW2304
 GW2304'RECOVERY NOTE BY AIR SURVEY CORPORATION 1963
 GW2304'STATION WAS RECOVERED IN GOOD CONDITION.
 GW2304
 GW2304                          STATION RECOVERY (1965)
 GW2304
 GW2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2304'THE STATION AND ALL THE MARKS WERE RECOVERED IN GOOD CONDITION.
 GW2304'BEARINGS FROM THE REFERENCE OBJECTS MENTIONED ARE IN ERROR
 GW2304'ABOUT 1/4 QUADRANT.  A REVISED DESCRIPTION FOLLOWS.
 GW2304'
 GW2304'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CHARLOTTESVILLE,
 GW2304'ON THE HIGHEST POINT OF CARTER MOUNTAIN AND AT THE SITE
 GW2304'OF THE CARTER MOUNTAIN LOOKOUT TOWER NO. 41.
 GW2304'
 GW2304'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHARLOTTESVILLE,
 GW2304'GO SOUTH ON STATE HIGHWAY 20 FOR 1.3 MILES TO STATE HIGHWAY
 GW2304'53 JUST AFTER CROSSING CONCRETE BRIDGE, TURN LEFT AND GO
 GW2304'EASTERLY UP HILL ON STATE HIGHWAY 53 FOR 0.9 MILE TO SIDE
 GW2304'ROAD AND ENTRANCE TO MICHIE TAVERN ON THE RIGHT, TURN RIGHT
 GW2304'AND FOLLOW GRAVELED ROAD UP HILL FOR 1.65 MILES TO FORK
 GW2304'AT TOP OF RIDGE, TURN RIGHT AND FOLLOW MAIN ROAD FOR 1.0
 GW2304'MILE TO A MAST ON THE LEFT, CONTINUE ON MAIN ROAD FOR 0.6
 GW2304'MILE TO LOOKOUT TOWER AND THE STATION.
 GW2304'
 GW2304'THE STATION MARK IS 43.41 FEET NORTHEAST OF THE APPROXIMATE
 GW2304'CENTER OF THE LOOKOUT TOWER, 45 FEET SOUTHEAST OF A UTILITY
 GW2304'POLE, 36 FEET EAST OF THE NORTHWEST LEG OF THE TOWER, 34
 GW2304'FEET NORTHEAST OF THE NORTHEAST LEG OF THE TOWER 6 FEET
 GW2304'SOUTH SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 GW2304'STANDARD TRIANGULATION DISK STAMPED CARTER 1958 SET IN A
 GW2304'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GW2304'
 GW2304'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF THE NORTHEAST LEG
 GW2304'OF THE TOWER, 24 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 GW2304'THE TOWER AND AT THE NORTH EDGE OF CLEARED AREA.  THE MARK
 GW2304'IS A STANDARD REFERENCE DISK STAMPED CARTER NO 1 1958 SET
 GW2304'IN A DRILL HOLE IN OUTCROPPING BED ROCK THAT PROJECTS ABOUT
 GW2304'1 FOOT.
 GW2304'
 GW2304'REFERENCE MARK NO. 2 IS 47 FEET NORTHWEST OF THE NORTHWEST
 GW2304'LEG OF THE TOWER, 30 FEET NORTHWEST OF THE APPROXIMATE CENTER
 GW2304'LINE OF DRIVEWAY, 30 FEET WEST OF A UTILITY POLE AND AT
 GW2304'THE EAST EDGE OF CLEARED AREA.  THE MARK IS A STANDARD REFERENCE
 GW2304'DISK STAMPED CARTER NO 2 1958 SET IN A SQUARE CONCRETE MONUMENT
 GW2304'PROJECTING 2 INCHES.
 GW2304'
 GW2304'HEIGHT OF LIGHT ABOVE STATION MARK 30.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5521 ***********************************************************************
 HV5521  DESIGNATION -  CARTER
 HV5521  PID         -  HV5521
 HV5521  STATE/COUNTY-  VA/ORANGE
 HV5521  USGS QUAD   -  LAHORE (1981)
 HV5521
 HV5521                         *CURRENT SURVEY CONTROL
 HV5521  ___________________________________________________________________
 HV5521* NAD 83(1993)-  38 12 25.01242(N)    077 52 41.65184(W)     ADJUSTED  
 HV5521* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 HV5521  ___________________________________________________________________
 HV5521  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HV5521  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HV5521
 HV5521  HORZ ORDER  -  FIRST
 HV5521
 HV5521.The horizontal coordinates were established by classical geodetic methods
 HV5521.and adjusted by the National Geodetic Survey in November 1994..
 HV5521
 HV5521.The orthometric height was scaled from a topographic map.
 HV5521
 HV5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5521
 HV5521.The geoid height was determined by GEOID03.
 HV5521
 HV5521;                    North         East     Units Scale Factor Converg.
 HV5521;SPC VA N     - 2,060,154.401 3,554,455.346   MT  0.99997390   +0 23 17.0
 HV5521;SPC VA N     - 6,759,023.23 11,661,575.58   sFT  0.99997390   +0 23 17.0
 HV5521;UTM  18      - 4,232,693.675   247,985.166   MT  1.00038226   -1 46 52.1
 HV5521
 HV5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5521!SPC VA N     -   0.99998125  x   0.99997390  =   0.99995515
 HV5521!UTM  18      -   0.99998125  x   1.00038226  =   1.00036351
 HV5521
 HV5521|---------------------------------------------------------------------|
 HV5521| PID    Reference Object                     Distance      Geod. Az  |
 HV5521|                                                           dddmmss.s |
 HV5521| DC6782 CARTER RM 1                          30.153 METERS 08733     |
 HV5521| DC6783 CARTER RM 2                                        1811523.2 |
 HV5521| HV5520 MINERAL MUNICIPAL TANK              APPROX.22.0 KM 1863114.9 |
 HV5521| DC6784 CARTER RM 3                          20.055 METERS 20402     |
 HV5521| HW3304 LOUISA MUNICIPAL TANK               APPROX.22.9 KM 2082914.8 |
 HV5521| HV5522 UNIONVILLE AIRWAY BEACON            APPROX. 7.7 KM 2883552.3 |
 HV5521|---------------------------------------------------------------------|
 HV5521
 HV5521                          SUPERSEDED SURVEY CONTROL
 HV5521
 HV5521  NAD 83(1986)-  38 12 25.01673(N)    077 52 41.66423(W) AD(       ) 1
 HV5521  NAD 27      -  38 12 24.53100(N)    077 52 42.68100(W) AD(       ) 1
 HV5521
 HV5521.Superseded values are not recommended for survey control.
 HV5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5521.See file dsdata.txt to determine how the superseded data were derived.
 HV5521
 HV5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4798532694(NAD 83)
 HV5521_MARKER: DS = TRIANGULATION STATION DISK
 HV5521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5521+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV5521
 HV5521  HISTORY     - Date     Condition        Report By
 HV5521  HISTORY     - 1932     MONUMENTED       CGS
 HV5521  HISTORY     - 1942     GOOD             CGS
 HV5521  HISTORY     - 1962     GOOD             CGS
 HV5521  HISTORY     - 19980930 GOOD             USPSQD
 HV5521  HISTORY     - 20030308 GOOD             USPSQD
 HV5521  HISTORY     - 20060112 GOOD             USPSQD
 HV5521
 HV5521                          STATION DESCRIPTION
 HV5521
 HV5521'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 HV5521'STATION IS ON THE LAND OF LOUIS CARTER, ABOUT 13-1/2 MILES
 HV5521'E OF ORANGE, AND 14-1/2 MILES NNE OF LOUISA.
 HV5521'
 HV5521'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5521'DISKS SET IN CONCRETE.
 HV5521'
 HV5521'REFERENCE MARK NO. 1 IS 9 FEET S OF THE CENTER LINE OF THE
 HV5521'DIRT ROAD ON THE FENCE LINE ON THE S SIDE OF THE ROAD.
 HV5521'
 HV5521'REFERENCE MARK NO. 2 IS 4 METERS W OF THE CENTER LINE OF
 HV5521'THE DIRT ROAD GOING PAST THE STATION, 3 METERS E OF THE FENCE
 HV5521'LINE ON THE W SIDE OF THE ROAD.  THIS FENCE FORMS THE E
 HV5521'SIDE OF A SMALL FAMILY GRAVEYARD WHICH FORMS A TRIANGLE ABOUT
 HV5521'25 FEET ON THE SIDES.
 HV5521'
 HV5521'REFERENCE MARK NO. 3 IS 11 FEET NW OF THE CENTER LINE OF
 HV5521'THE DIRT ROAD, 2.5 FEET NW OF THE FENCE LINE ON THE N SIDE
 HV5521'OF THE ROAD.
 HV5521'
 HV5521'TO REACH FROM MINERAL, TAKE HIGHWAY 49 (FROM THE JUNCTION
 HV5521'WITH HIGHWAY 39) E AND N 5.45 MILES TO T-ROAD RIGHT AT W.A.
 HV5521'DICKERSONS STORE.  KEEP MAIN ROAD STRAIGHT AHEAD HERE (N)
 HV5521'5.4 MILES OR 0.9 MILE BEYOND A CREEK CROSSING AND KEEP STRAIGHT
 HV5521'AHEAD (N) WHERE MAIN HIGHWAY 49 TURNS LEFT.  FOLLOW THIS
 HV5521'MAIN STRAIGHT ROAD 5.3 MILES OR 1.8 MILES BEYOND GRANITE
 HV5521'SPRINGS POST OFFICE AND TURN LEFT AT T-ROAD JUNCTION (YELLOW
 HV5521'HOUSE IN SW ANGLE).  PROCEED 0.9 MILE AND TAKE LEFT FORK,
 HV5521'HOUSE ON LEFT HERE.  CONTINUE 0.75 MILE AND TAKE LEFT T-ROAD
 HV5521'(ROUGH COUNTRY ROAD) ABOUT 400 FEET BEFORE REACHING WHITE
 HV5521'HOUSE ON S SIDE OF THE MAIN ROAD.  FOLLOW THIS 0.25 MILE
 HV5521'AND TAKE MAIN RIGHT FORK AROUND FENCE CORNER.  CONTINUE
 HV5521'0.3 MILE TO SHARP LEFT BEND IN ROAD AT STATION.  STATION
 HV5521'IS ON THE RIGHT SIDE OF THE ROAD BEFORE THIS LEFT BEND IS
 HV5521'REACHED, 45 FEET N OF THE BEND IN THE ROAD, 26 FEET N OF
 HV5521'THE FENCE LINE ON THE N SIDE OF THE ROAD, 33 FEET N OF
 HV5521'THE CENTER LINE OF THE DIRT ROAD.
 HV5521'
 HV5521'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 HV5521
 HV5521                          STATION RECOVERY (1942)
 HV5521
 HV5521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5521'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 HV5521'CONDITION.  A NEW DESCRIPTION FOLLOWS--STATION IS ON THE
 HV5521'LAND OF LOUIS CARTER ABOUT 13.5 MILES E OF ORANGE, AND ABOUT
 HV5521'14.5 MILES NNE OF LOUISA.  STATION IS 33 FEET N OF THE ROAD
 HV5521'LEADING TO THE STATION, 26 FEET N OF THE FENCE LINE, 45 FEET
 HV5521'N OF AN ABRUPT LEFT TURN IN ROAD.  MARK IS STAMPED CARTER
 HV5521'1932, AND PROJECTS ABOUT 10 INCHES.
 HV5521'
 HV5521'REFERENCE MARK NO. 1 IS 9 FEET S OF THE CENTER LINE OF THE
 HV5521'ROAD TO STATION, ON THE FENCE LINE ON S SIDE OF ROAD.  MARK
 HV5521'IS STAMPED CARTER NO. 1 1932, AND PROJECTS 6 INCHES.
 HV5521'
 HV5521'REFERENCE MARK NO. 2 IS 4 METERS W OF THE CENTER LINE OF THE
 HV5521'ROAD GOING PAST THE STATION, 3 METERS E OF THE FENCE LINE
 HV5521'ON E SIDE OF A SMALL FAMILY GRAVEYARD WHICH IS ON W SIDE
 HV5521'OF ROAD.  MARK IS STAMPED CARTER NO. 2 1932, AND PROJECTS
 HV5521'ABOUT 5 INCHES.
 HV5521'
 HV5521'REFERENCE MARK NO. 3 IS 11 FEET SW OF THE CENTER LINE OF THE
 HV5521'ROAD, 2.5 FEET SW OF THE FENCE LINE ON THE SW SIDE OF THE
 HV5521'ROAD.
 HV5521'
 HV5521'TO REACH FROM PAYTES POST OFFICE ON STATE HIGHWAY 209 GO
 HV5521'S FOR 0.95 MILE TO PAVED ROAD RIGHT, TURN RIGHT W ON COUNTY
 HV5521'ROAD 651 AND GO 1.9 MILES TO A SIDE ROAD LEFT MIDWAY BETWEEN
 HV5521'TWO WHITE HOUSES, TURN LEFT S AND GO 0.25 MILE TO A FENCE
 HV5521'CORNER AND TURN RIGHT AND GO 0.3 MILE TO STATION ON RIGHT.
 HV5521'
 HV5521'ALL DISTANCES AND DIRECTIONS WERE CHECKED WITH THE EXCEPTION
 HV5521'OF THE DIRECTION TO R.M. NO. 1 WHICH FAILED TO CHECK BY 55
 HV5521'SECONDS.
 HV5521
 HV5521                          STATION RECOVERY (1962)
 HV5521
 HV5521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HV5521'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1942 AND ALL
 HV5521'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1942 DESCRIPTION
 HV5521'IS ADEQUATE.
 HV5521
 HV5521                          STATION RECOVERY (1998)
 HV5521
 HV5521'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5521'RECOVERED IN GOOD CONDITION.
 HV5521
 HV5521                          STATION RECOVERY (2003)
 HV5521
 HV5521'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV5521'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION AS
 HV5521'DESCRIBED. REFERENCE MARKS 2 AND 3 WERE NOT FOUND
 HV5521
 HV5521                          STATION RECOVERY (2006)
 HV5521
 HV5521'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV5521'STATION MARK AND RM 1 WERE RECOVERED AS DESCRIBED. RM 2 AND RM 3 WERE
 HV5521'NOT FOUND. STATION IS ON THE NORTHWEST SIDE OF COUNTY ROAD 687 ABOUT
 HV5521'0.5 MILES SOUTH OF COUNTY ROAD 651
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3726 ***********************************************************************
 GV3726  DESIGNATION -  CARTER CREEK CHANNEL LIGHT
 GV3726  PID         -  GV3726
 GV3726  STATE/COUNTY-  VA/LANCASTER
 GV3726  USGS QUAD   -  IRVINGTON (1992)
 GV3726
 GV3726                         *CURRENT SURVEY CONTROL
 GV3726  ___________________________________________________________________
 GV3726* NAD 83(1993)-  37 39 11.31068(N)    076 26 24.45563(W)     ADJUSTED  
 GV3726* NAVD 88     -                                                        
 GV3726  ___________________________________________________________________
 GV3726  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 GV3726  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV3726
 GV3726  HORZ ORDER  -  THIRD
 GV3726
 GV3726.The horizontal coordinates were established by classical geodetic methods
 GV3726.and adjusted by the National Geodetic Survey in November 1994..
 GV3726
 GV3726
 GV3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3726
 GV3726.The geoid height was determined by GEOID03.
 GV3726
 GV3726;                    North         East     Units Scale Factor Converg.
 GV3726;SPC VA S     - 1,148,450.374 3,681,750.486   MT  0.99995779   +1 15 00.7
 GV3726;SPC VA S     - 3,767,874.27 12,079,209.72   sFT  0.99995779   +1 15 00.7
 GV3726;UTM  18      - 4,168,306.923   372,964.102   MT  0.99979878   -0 52 47.5
 GV3726
 GV3726                          SUPERSEDED SURVEY CONTROL
 GV3726
 GV3726  NAD 83(1993)-  37 39 11.30948(N)    076 26 24.47330(W) AD(       ) 4
 GV3726  NAD 83(1986)-  37 39 11.30956(N)    076 26 24.47275(W) AD(       ) 4
 GV3726  NAD 27      -  37 39 10.82000(N)    076 26 25.67000(W) AD(       ) 3
 GV3726
 GV3726.Superseded values are not recommended for survey control.
 GV3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3726.See file dsdata.txt to determine how the superseded data were derived.
 GV3726
 GV3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7296468307(NAD 83)
 GV3726_MARKER: 14 = NAVIGATION LIGHT
 GV3726
 GV3726  HISTORY     - Date     Condition        Report By
 GV3726  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3726  HISTORY     - 19940410 GOOD             USPSQD
 GV3726  HISTORY     - 19980411 GOOD             USPSQD
 GV3726  HISTORY     - 20021212 GOOD             USPSQD
 GV3726
 GV3726                          STATION DESCRIPTION
 GV3726
 GV3726'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3726'THE STATION IS LOCATED NEAR THE N SHORE OF RAPPAHANNOCK RIVER,
 GV3726'ON THE E SIDE OF CARTER CREEK CHANNEL, AND ABOUT 75 M. NW OF CRAB
 GV3726'POINT.  THE BEACON MARKS THE OFFSHORE END OF A SHOAL MAKING OFF
 GV3726'FROM SAID POINT.  THE LIGHT IS A RED STEEL PILE WITH CAGEWORK
 GV3726'AT TOP.  THE POINT OBSERVED WAS THE TOP POINT OR GLOBE OF THE
 GV3726'LIGHT.
 GV3726'
 GV3726'TO REACH THE STATION FROM WEEMS, DRIVE 0.2 MI. E ON SECONDARY
 GV3726'STATE HIGHWAY 222 TO THE NARROW POINT OF LAND WHERE THE ROAD
 GV3726'ENDS.  THE LIGHT IS VISIBLE FROM SAID POINT.
 GV3726'
 GV3726'THIS IS AN INTERSECTION STATION.
 GV3726
 GV3726                          STATION RECOVERY (1994)
 GV3726
 GV3726'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3726'RECOVERED IN GOOD CONDITION.
 GV3726
 GV3726                          STATION RECOVERY (1998)
 GV3726
 GV3726'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3726'RECOVERED IN GOOD CONDITION.
 GV3726
 GV3726                          STATION RECOVERY (2002)
 GV3726
 GV3726'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3727 ***********************************************************************
 GV3727  DESIGNATION -  CARTER CREEK ENTRANCE LIGHT
 GV3727  PID         -  GV3727
 GV3727  STATE/COUNTY-  VA/LANCASTER
 GV3727  USGS QUAD   -  IRVINGTON (1992)
 GV3727
 GV3727                         *CURRENT SURVEY CONTROL
 GV3727  ___________________________________________________________________
 GV3727* NAD 83(1993)-  37 39 00.31543(N)    076 26 34.25990(W)     ADJUSTED  
 GV3727* NAVD 88     -                                                        
 GV3727  ___________________________________________________________________
 GV3727  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 GV3727  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV3727
 GV3727  HORZ ORDER  -  THIRD
 GV3727
 GV3727.The horizontal coordinates were established by classical geodetic methods
 GV3727.and adjusted by the National Geodetic Survey in November 1994..
 GV3727
 GV3727
 GV3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3727
 GV3727.The geoid height was determined by GEOID03.
 GV3727
 GV3727;                    North         East     Units Scale Factor Converg.
 GV3727;SPC VA S     - 1,148,106.240 3,681,517.614   MT  0.99995753   +1 14 54.7
 GV3727;SPC VA S     - 3,766,745.22 12,078,445.71   sFT  0.99995753   +1 14 54.7
 GV3727;UTM  18      - 4,167,971.735   372,718.638   MT  0.99979955   -0 52 53.3
 GV3727
 GV3727                          SUPERSEDED SURVEY CONTROL
 GV3727
 GV3727  NAD 83(1993)-  37 39 00.31425(N)    076 26 34.27760(W) AD(       ) 4
 GV3727  NAD 83(1986)-  37 39 00.31447(N)    076 26 34.27704(W) AD(       ) 4
 GV3727  NAD 27      -  37 38 59.81700(N)    076 26 35.47800(W) AD(       ) 3
 GV3727
 GV3727.Superseded values are not recommended for survey control.
 GV3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3727.See file dsdata.txt to determine how the superseded data were derived.
 GV3727
 GV3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7271967972(NAD 83)
 GV3727_MARKER: 14 = NAVIGATION LIGHT
 GV3727
 GV3727  HISTORY     - Date     Condition        Report By
 GV3727  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3727  HISTORY     - 19940410 GOOD             USPSQD
 GV3727  HISTORY     - 19980411 GOOD             USPSQD
 GV3727  HISTORY     - 20021212 GOOD             USPS
 GV3727
 GV3727                          STATION DESCRIPTION
 GV3727
 GV3727'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3727'THE STATION IS LOCATED NEAR THE N SHORE OF RAPPAHANNOCK RIVER,
 GV3727'AT THE ENTRANCE TO CARTER CREEK, AND ABOUT 0.45 MI. E OF
 GV3727'ORCHARD POINT.  THE STRUCTURE IS A BLACK STEEL PILE WITH
 GV3727'CAGEWORK AT TOP.  THE POINT OBSERVED WAS THE TOP POINT OR GLOBE
 GV3727'OF THE LIGHT.
 GV3727'
 GV3727'TO REACH THE STATION FROM WEEMS, DRIVE 0.2 MI. E ON SECONDARY
 GV3727'STATE HIGHWAY 222 TO THE NARROW POINT OF LAND WHERE THE ROAD
 GV3727'ENDS.  THE LIGHT IS VISIBLE FROM SAID POINT.
 GV3727'
 GV3727'THIS IS AN INTERSECTION STATION.
 GV3727
 GV3727                          STATION RECOVERY (1994)
 GV3727
 GV3727'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3727'RECOVERED IN GOOD CONDITION.
 GV3727
 GV3727                          STATION RECOVERY (1998)
 GV3727
 GV3727'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3727'RECOVERED IN GOOD CONDITION.
 GV3727
 GV3727                          STATION RECOVERY (2002)
 GV3727
 GV3727'RECOVERY NOTE BY US POSTAL SERVICE 2002 (JCR)
 GV3727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2302 ***********************************************************************
 GW2302  DESIGNATION -  CARTER MTN JEFFERSON TV CABLE
 GW2302  PID         -  GW2302
 GW2302  STATE/COUNTY-  VA/ALBEMARLE
 GW2302  USGS QUAD   -  SIMEON (1974)
 GW2302
 GW2302                         *CURRENT SURVEY CONTROL
 GW2302  ___________________________________________________________________
 GW2302* NAD 83(1993)-  37 59 03.73861(N)    078 28 51.39626(W)     ADJUSTED  
 GW2302* NAVD 88     -                                                        
 GW2302  ___________________________________________________________________
 GW2302  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GW2302  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2302
 GW2302  HORZ ORDER  -  THIRD
 GW2302
 GW2302.The horizontal coordinates were established by classical geodetic methods
 GW2302.and adjusted by the National Geodetic Survey in November 1994..
 GW2302
 GW2302
 GW2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2302
 GW2302.The geoid height was determined by GEOID03.
 GW2302
 GW2302;                    North         East     Units Scale Factor Converg.
 GW2302;SPC VA S     - 1,183,230.983 3,501,674.148   MT  1.00000328   +0 00 41.6
 GW2302;SPC VA S     - 3,881,983.65 11,488,409.27   sFT  1.00000328   +0 00 41.6
 GW2302;UTM  17      - 4,207,075.235   721,230.814   MT  1.00020284   +1 33 03.5
 GW2302
 GW2302                          SUPERSEDED SURVEY CONTROL
 GW2302
 GW2302  NAD 83(1986)-  37 59 03.73564(N)    078 28 51.40077(W) AD(       ) 4
 GW2302  NAD 27      -  37 59 03.23001(N)    078 28 52.35488(W) AD(       ) 3
 GW2302
 GW2302.Superseded values are not recommended for survey control.
 GW2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2302.See file dsdata.txt to determine how the superseded data were derived.
 GW2302
 GW2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2123107075(NAD 83)
 GW2302_MARKER: 42 = RADIO/TV MAST
 GW2302
 GW2302  HISTORY     - Date     Condition        Report By
 GW2302  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2302
 GW2302                          STATION DESCRIPTION
 GW2302
 GW2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2302'THE STATION IS LOCATED ON CARTER MOUNTAIN, ABOUT 3 MILES SOUTH
 GW2302'OF CHARLOTTESVILLE.  THE MAST IS COLORED RED AND WHITE,
 GW2302'OVER-ALL HEIGHT IS 200 FEET AND THE RED FLASHING LIGHT WAS THE
 GW2302'POINT INTERSETED.
 GW2302'
 GW2302'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHARLOTTESVILLE,
 GW2302'GO SOUTHERLY ON STATE HIGHWAY 20 FOR 1.3 MILES TO A SIDE ROAD
 GW2302'ON THE LEFT, TURN LEFT ON COUNTY ROAD 53 AND GO EAST FOR 0.9
 GW2302'MILE TO THE ENTRANCE TO MICHIE TAVERN ON THE RIGHT, TURN RIGHT
 GW2302'AND FOLLOW GRAVELED ROAD UP HILL FOR 1.6 MILES TO A FORK, TURN
 GW2302'RIGHT AND FOLLOW MAIN TRAVEL ROAD FOR 1.0 MILE TO THE STATION
 GW2302'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2303 ***********************************************************************
 GW2303  DESIGNATION -  CARTER MTN LOOKOUT TOWER
 GW2303  PID         -  GW2303
 GW2303  STATE/COUNTY-  VA/ALBEMARLE
 GW2303  USGS QUAD   -  SIMEON (1974)
 GW2303
 GW2303                         *CURRENT SURVEY CONTROL
 GW2303  ___________________________________________________________________
 GW2303* NAD 83(1993)-  37 58 48.52598(N)    078 29 20.59714(W)     ADJUSTED  
 GW2303* NAVD 88     -                                                        
 GW2303  ___________________________________________________________________
 GW2303  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 GW2303  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2303
 GW2303  HORZ ORDER  -  THIRD
 GW2303
 GW2303.The horizontal coordinates were established by classical geodetic methods
 GW2303.and adjusted by the National Geodetic Survey in November 1994..
 GW2303
 GW2303
 GW2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2303
 GW2303.The geoid height was determined by GEOID03.
 GW2303
 GW2303;                    North         East     Units Scale Factor Converg.
 GW2303;SPC VA S     - 1,182,761.829 3,500,961.609   MT  1.00000249   +0 00 23.9
 GW2303;SPC VA S     - 3,880,444.43 11,486,071.55   sFT  1.00000249   +0 00 23.9
 GW2303;UTM  17      - 4,206,587.013   720,530.996   MT  1.00019903   +1 32 45.0
 GW2303
 GW2303                          SUPERSEDED SURVEY CONTROL
 GW2303
 GW2303  NAD 83(1986)-  37 58 48.52718(N)    078 29 20.59198(W) AD(       ) 4
 GW2303  NAD 27      -  37 58 48.02100(N)    078 29 21.54700(W) AD(       ) 3
 GW2303
 GW2303.Superseded values are not recommended for survey control.
 GW2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2303.See file dsdata.txt to determine how the superseded data were derived.
 GW2303
 GW2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2053106587(NAD 83)
 GW2303_MARKER: 57 = LOOKOUT TOWER
 GW2303
 GW2303  HISTORY     - Date     Condition        Report By
 GW2303  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2303  HISTORY     - 1965     GOOD             CGS
 GW2303  HISTORY     - 19650901 GOOD             CGS
 GW2303
 GW2303                          STATION DESCRIPTION
 GW2303
 GW2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2303'THE STATION IS THE APEX OF THE ROOF OF THE 8 FOOT SQUARE,
 GW2303'GLASS ENCLOSED ROOM OF THE LOOKOUT TOWER.  THE ROOM IS SUPPORTED
 GW2303'BY 4 STRUCTURAL STEEL LEGS AND IS ABOUT 100 FEET HIGH.  LOCATED
 GW2303'ABOUT 4 MILES SOUTH OF CHARLOTTESVILLE, ON CARTER MOUNTAIN.
 GW2303
 GW2303                          STATION RECOVERY (1965)
 GW2303
 GW2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2303'THE STATION WAS RECOVERED AS DESCRIBED.
 GW2303
 GW2303                          STATION RECOVERY (1965)
 GW2303
 GW2303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLN)
 GW2303'THIS STATION WAS NOT VISITED, HOWEVER IT WAS INTERSECTED FROM
 GW2303'TRIANGULATION STATION RIVANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5558 ***********************************************************************
 HV5558  DESIGNATION -  CARTERS
 HV5558  PID         -  HV5558
 HV5558  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5558  USGS QUAD   -  GAINESVILLE (1994)
 HV5558
 HV5558                         *CURRENT SURVEY CONTROL
 HV5558  ___________________________________________________________________
 HV5558* NAD 83(1993)-  38 50 36.30343(N)    077 32 23.18335(W)     ADJUSTED  
 HV5558* NAVD 88     -        60.700  (meters)     199.15   (feet)  ADJUSTED  
 HV5558  ___________________________________________________________________
 HV5558  X           -   1,073,257.807 (meters)                     COMP
 HV5558  Y           -  -4,857,106.766 (meters)                     COMP
 HV5558  Z           -   3,978,811.136 (meters)                     COMP
 HV5558  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 HV5558  ELLIP HEIGHT-          28.77  (meters)          (05/17/02) GPS OBS
 HV5558  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV5558  DYNAMIC HT  -          60.666 (meters)     199.03  (feet)  COMP
 HV5558  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 HV5558
 HV5558  HORZ ORDER  -  SECOND
 HV5558  VERT ORDER  -  THIRD
 HV5558  ELLP ORDER  -  FOURTH    CLASS II
 HV5558
 HV5558.The horizontal coordinates were established by GPS observations
 HV5558.and adjusted by the National Geodetic Survey in November 1994..
 HV5558
 HV5558.The orthometric height was determined by differential leveling
 HV5558.and adjusted by the National Geodetic Survey in September 2004..
 HV5558.No vertical observational check was made to the station.
 HV5558
 HV5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5558
 HV5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5558
 HV5558.The ellipsoidal height was determined by GPS observations
 HV5558.and is referenced to NAD 83.
 HV5558
 HV5558.The geoid height was determined by GEOID03.
 HV5558
 HV5558.The dynamic height is computed by dividing the NAVD 88
 HV5558.geopotential number by the normal gravity value computed on the
 HV5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5558.degrees latitude (g = 980.6199 gals.).
 HV5558
 HV5558.The modeled gravity was interpolated from observed gravity values.
 HV5558
 HV5558;                    North         East     Units Scale Factor Converg.
 HV5558;SPC VA N     - 2,131,054.994 3,583,358.847   MT  0.99995614   +0 35 57.5
 HV5558;SPC VA N     - 6,991,636.26 11,756,403.15   sFT  0.99995614   +0 35 57.5
 HV5558;UTM  18      - 4,302,465.908   279,577.133   MT  1.00019833   -1 35 36.9
 HV5558
 HV5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5558!SPC VA N     -   0.99999549  x   0.99995614  =   0.99995163
 HV5558!UTM  18      -   0.99999549  x   1.00019833  =   1.00019382
 HV5558
 HV5558|---------------------------------------------------------------------|
 HV5558| PID    Reference Object                     Distance      Geod. Az  |
 HV5558|                                                           dddmmss.s |
 HV5558| DC6785 CARTERS RM 1                         15.309 METERS 00651     |
 HV5558| HV5563 SUDLEY                              APPROX. 1.1 KM 0393353.4 |
 HV5558| HV9152 GPS 162                             APPROX. 0.5 KM 1624446.8 |
 HV5558| HV5560 LOUDOUN FAIRFAX CO LINE SW MK       130.967 METERS 22043     |
 HV5558| DC6786 CARTERS RM 2                         16.452 METERS 29757     |
 HV5558| HV5559 CARTERS AZ MK                       188.844 METERS 32548     |
 HV5558|---------------------------------------------------------------------|
 HV5558
 HV5558                          SUPERSEDED SURVEY CONTROL
 HV5558
 HV5558  ELLIP H (11/14/94)   28.64   (m)                       GP(       ) 4 2
 HV5558  NAD 83(1993)-  38 50 36.30298(N)    077 32 23.19162(W) AD(       ) 2
 HV5558  NAD 83(1993)-  38 50 36.30265(N)    077 32 23.18831(W) AD(       ) 3
 HV5558  NAD 83(1986)-  38 50 36.30250(N)    077 32 23.19383(W) AD(       ) 3
 HV5558  NAD 27      -  38 50 35.89623(N)    077 32 24.22042(W) AD(       ) 3
 HV5558  NGVD 29 (07/19/86)   60.89   (m)          199.8    (f) LEVELING    3  
 HV5558
 HV5558.Superseded values are not recommended for survey control.
 HV5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5558.See file dsdata.txt to determine how the superseded data were derived.
 HV5558
 HV5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7957702466(NAD 83)
 HV5558_MARKER: DS = TRIANGULATION STATION DISK
 HV5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5558_SP_SET: CONCRETE POST
 HV5558_STAMPING: CARTERS 1954
 HV5558_MARK LOGO: CGS   
 HV5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5558+STABILITY: SURFACE MOTION
 HV5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5558+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV5558
 HV5558  HISTORY     - Date     Condition        Report By
 HV5558  HISTORY     - 1954     MONUMENTED       CGS
 HV5558  HISTORY     - 1954     GOOD             CGS
 HV5558  HISTORY     - 19911010 GOOD             MSI
 HV5558  HISTORY     - 20040326 MARK NOT FOUND   GEOMET
 HV5558
 HV5558                          STATION DESCRIPTION
 HV5558
 HV5558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5558'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MANASSAS AND 6
 HV5558'MILES WEST OF CENTERVILLE AND 2 MILES NORTH OF STONE HOUSE AND
 HV5558'IS ON HIGHWAY PROPERTY.  IT IS ABOUT 300 FEET NORTHWEST OF THE
 HV5558'NORTHWEST END OF THE BRIDGE OVER BULL RUN CREEK, 17 FEET SOUTHWEST
 HV5558'OF THE CENTER OF HIGHWAY 234 AND 14 FEET NORTHEAST OF A FENCE
 HV5558'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 HV5558'STAMPED CARTERS 1954.
 HV5558'
 HV5558'REFERENCE MARK NO. 1 IS 26 FEET NORTHEAST OF THE CENTER OF THE
 HV5558'HIGHWAY, 18 FEET SOUTH OF A GATE POST AND 1 FOOT SOUTHWEST OF A
 HV5558'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HV5558'CARTERS NO 1 1954.
 HV5558'
 HV5558'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF A WHITE WITNESS POST,
 HV5558'29 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST
 HV5558'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HV5558'CARTERS NO 2 1954.
 HV5558'
 HV5558'AZIMUTH MARK IS 18 FEET EAST OF A POWER LINE POLE AND 1 FOOT
 HV5558'NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 HV5558'DISK IS STAMPED CARTERS 1954.
 HV5558'
 HV5558'FAIRFAX-LOUDOUN COUNTY LINE SW MARK IS A 1/2 INCH IRON ROD DRIVEN
 HV5558'IN THE GROUND NEAR THE CENTER OF THE FOUNDATION OF THE OLD
 HV5558'CARTERS MILL SITE.  IT IS 33 FEET WEST OF THE CENTER OF A DRIVEWAY,
 HV5558'21 FEET NORTH OF AN 8 INCH LOCUST TREE, 6 FEET WEST OF A FENCE
 HV5558'LINE AND 5 FEET EAST OF A 6 INCH CEDAR TREE.  THE IRON ROD
 HV5558'PROJECTS 6 INCHES.
 HV5558'
 HV5558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 HV5558'211 WITH STATE HIGHWAY 234 AT STONE HOUSE, GO NORTHWEST ON
 HV5558'HIGHWAY 234 FOR 1.95 MILES TO THE STATION ON THE LEFT AS
 HV5558'DESCRIBED.
 HV5558'
 HV5558'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHWEST
 HV5558'ON THE HIGHWAY FOR 0.4 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN
 HV5558'RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR 0.05 MILE TO A FARM
 HV5558'DRIVEWAY RIGHT AND FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO
 HV5558'EAST ON FARM DRIVE FOR 0.3 MILE TO THE MARK IN THE FENCE LINE AS
 HV5558'DESCRIBED.
 HV5558'
 HV5558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV5558
 HV5558                          STATION RECOVERY (1954)
 HV5558
 HV5558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HV5558'RECOVERED IN GOOD CONDITION.
 HV5558
 HV5558                          STATION RECOVERY (1991)
 HV5558
 HV5558'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV5558'FROM THE THE JUNCTION OF U.S. HIGHWAYS 29 AND 211 WITH STATE HIGHWAY
 HV5558'234 IN STONE HOUSE, GO NORTHWEST ALONG HIGHWAY 234 FOR 1.95 MILES
 HV5558'TO THE THE STATION ON THE LEFT, 300.0 FEET NORTHWEST OF THE NORTHWEST
 HV5558'END OF THE BRIDGE OVER BULL RUN CREEK, 17.0 FEET SOUTHWEST OF THE
 HV5558'CENTER OF HIGHWAY 234 AND 14.0 FEET NORTHEAST OF A FENCELINE AND WHITE
 HV5558'WITNESS POST, IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 HV5558
 HV5558                          STATION RECOVERY (2004)
 HV5558
 HV5558'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (KRO)
 HV5558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5559 ***********************************************************************
 HV5559  DESIGNATION -  CARTERS AZ MK
 HV5559  PID         -  HV5559
 HV5559  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5559  USGS QUAD   -  GAINESVILLE (1994)
 HV5559
 HV5559                         *CURRENT SURVEY CONTROL
 HV5559  ___________________________________________________________________
 HV5559* NAD 83(1993)-  38 50 41.36857(N)    077 32 27.58472(W)     ADJUSTED  
 HV5559* NAVD 88     -        71.826  (meters)     235.65   (feet)  ADJUSTED  
 HV5559  ___________________________________________________________________
 HV5559  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 HV5559  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV5559  DYNAMIC HT  -          71.786 (meters)     235.52  (feet)  COMP
 HV5559  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 HV5559
 HV5559  HORZ ORDER  -  SECOND
 HV5559  VERT ORDER  -  THIRD
 HV5559
 HV5559.The horizontal coordinates were established by classical geodetic methods
 HV5559.and adjusted by the National Geodetic Survey in November 1994..
 HV5559
 HV5559.The orthometric height was determined by differential leveling
 HV5559.and adjusted by the National Geodetic Survey in September 2004..
 HV5559.No vertical observational check was made to the station.
 HV5559
 HV5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5559
 HV5559.The geoid height was determined by GEOID03.
 HV5559
 HV5559.The dynamic height is computed by dividing the NAVD 88
 HV5559.geopotential number by the normal gravity value computed on the
 HV5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5559.degrees latitude (g = 980.6199 gals.).
 HV5559
 HV5559.The modeled gravity was interpolated from observed gravity values.
 HV5559
 HV5559;                    North         East     Units Scale Factor Converg.
 HV5559;SPC VA N     - 2,131,210.062 3,583,251.083   MT  0.99995623   +0 35 54.7
 HV5559;SPC VA N     - 6,992,145.01 11,756,049.59   sFT  0.99995623   +0 35 54.7
 HV5559;UTM  18      - 4,302,625.024   279,475.357   MT  1.00019888   -1 35 39.8
 HV5559
 HV5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5559!SPC VA N     -   0.99999374  x   0.99995623  =   0.99994997
 HV5559!UTM  18      -   0.99999374  x   1.00019888  =   1.00019262
 HV5559
 HV5559:                Primary Azimuth Mark                     Grid Az
 HV5559:SPC VA N     -  SUDLEY                                   048 35 40.6
 HV5559:UTM  18      -  SUDLEY                                   050 47 15.1
 HV5559
 HV5559|---------------------------------------------------------------------|
 HV5559| PID    Reference Object                     Distance      Geod. Az  |
 HV5559|                                                           dddmmss.s |
 HV5559| HV5563 SUDLEY                              APPROX. 1.1 KM 0491135.3 |
 HV5559| HV5558 CARTERS                             188.844 METERS 14548     |
 HV5559|---------------------------------------------------------------------|
 HV5559
 HV5559                          SUPERSEDED SURVEY CONTROL
 HV5559
 HV5559  NAD 83(1993)-  38 50 41.36823(N)    077 32 27.59264(W) AD(       ) 2
 HV5559  NAD 83(1993)-  38 50 41.36777(N)    077 32 27.58976(W) AD(       ) 2
 HV5559  NAD 83(1986)-  38 50 41.36760(N)    077 32 27.59525(W) AD(       ) 2
 HV5559  NAD 27      -  38 50 40.96139(N)    077 32 28.62180(W) AD(       ) 2
 HV5559
 HV5559.Superseded values are not recommended for survey control.
 HV5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5559.See file dsdata.txt to determine how the superseded data were derived.
 HV5559
 HV5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7947502625(NAD 83)
 HV5559_MARKER: DZ = AZIMUTH MARK DISK
 HV5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5559_SP_SET: SQUARE CONCRETE MONUMENT
 HV5559_STAMPING: CARTERS 1954
 HV5559_MARK LOGO: CGS   
 HV5559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5559+STABILITY: SURFACE MOTION
 HV5559
 HV5559  HISTORY     - Date     Condition        Report By
 HV5559  HISTORY     - 1954     MONUMENTED       CGS
 HV5559  HISTORY     - 1954     GOOD             CGS
 HV5559  HISTORY     - 19920120 GOOD             MSI
 HV5559
 HV5559                          STATION DESCRIPTION
 HV5559
 HV5559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5559'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MANASSAS AND 6 MILES
 HV5559'WEST OF CENTERVILLE AND 2 MILES NORTH OF STONE HOUSE.  IT IS ABOUT
 HV5559'300 FEET NORTHEAST OF THE CENTER OF HIGHWAY 234, 200 FEET EAST
 HV5559'OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 18 FEET EAST OF A POWER
 HV5559'LINE POLE AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK
 HV5559'PROJECTS 2 INCHES AND THE DISK IS STAMPED CARTERS 1954.
 HV5559'
 HV5559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 HV5559'211 WITH STATE HIGHWAY 234 AT STONE HOUSE, GO NORTHWEST ON
 HV5559'HIGHWAY 234 FOR 2.35 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT
 HV5559'AND GO NORTHEAST ON GRAVEL ROAD FOR 0.05 MILE TO A FARM DRIVEWAY
 HV5559'RIGHT AND A FARM HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST
 HV5559'ALONG THE NORTH SIDE OF A FENCE LINE FOR 0.3 MILE TO THE MARK AS
 HV5559'DESCRIBED.
 HV5559'
 HV5559'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HV5559
 HV5559                          STATION RECOVERY (1954)
 HV5559
 HV5559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HV5559'RECOVERED IN GOOD CONDITION.
 HV5559
 HV5559                          STATION RECOVERY (1992)
 HV5559
 HV5559'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5559'AZIMUTH MARK IS LOCATED ABOUT 7 MILES (11.3 KM) NORTHWEST OF MANASSAS
 HV5559'AND 6 MILES (9.7 KM) WEST OF CENTERVILLE AND 2 MILES (3.2 KM) NORTH
 HV5559'OF STONE HOUSE.  IT IS ABOUT 300 FEET (91.4 M) NORTHEAST OF THE
 HV5559'CENTER OF HIGHWAY 234, 200 FEET (61.0 M) EAST OF THE SOUTHEAST CORNER
 HV5559'OF A BRICK HOUSE, 18 FEET (5.5 M) EAST OF A POWER LINE POLE AND 1
 HV5559'FOOT (0.3 M) NORTHEAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 HV5559'AND THE DISK IS STAMPED CARTERS 1954.  TO REACH THE AZIMUTH MARK FROM
 HV5559'THE JUNCTION OF U.S. HIGHWAYS 29 AND 211 WITH STATE HIGHWAY 234 AT
 HV5559'STONE HOUSE, GO NORTHWEST ON HIGHWAY 234 FOR 2.35 MILE (3.78 KM) TO A
 HV5559'GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD
 HV5559'FOR 0.05 MILE (0.08 KM) TO A FARM DRIVEWAY RIGHT AND A FARM HOUSE ON
 HV5559'THE RIGHT.  TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF A FENCE
 HV5559'LINE FOR 0.3 MILE (0.5 KM) TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9386 ***********************************************************************
 AA9386  DESIGNATION -  CARTWRIGHT
 AA9386  PID         -  AA9386
 AA9386  STATE/COUNTY-  VA/PATRICK
 AA9386  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9386
 AA9386                         *CURRENT SURVEY CONTROL
 AA9386  ___________________________________________________________________
 AA9386* NAD 83(1993)-  36 41 45.96617(N)    080 25 38.79866(W)     ADJUSTED  
 AA9386* NAVD 88     -       855.3    (meters)    2806.     (feet)  GPS OBS   
 AA9386  ___________________________________________________________________
 AA9386  X           -     851,583.796 (meters)                     COMP
 AA9386  Y           -  -5,049,573.802 (meters)                     COMP
 AA9386  Z           -   3,790,897.370 (meters)                     COMP
 AA9386  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AA9386  ELLIP HEIGHT-         823.22  (meters)          (05/17/02) GPS OBS
 AA9386  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AA9386
 AA9386  HORZ ORDER  -  FIRST
 AA9386  ELLP ORDER  -  FOURTH    CLASS II
 AA9386
 AA9386.The horizontal coordinates were established by GPS observations
 AA9386.and adjusted by the National Geodetic Survey in December 1995..
 AA9386
 AA9386.The orthometric height was determined by GPS observations and a
 AA9386.high-resolution geoid model.
 AA9386
 AA9386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9386
 AA9386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9386
 AA9386.The ellipsoidal height was determined by GPS observations
 AA9386.and is referenced to NAD 83.
 AA9386
 AA9386.The geoid height was determined by GEOID03.
 AA9386
 AA9386;                    North         East     Units Scale Factor Converg.
 AA9386;SPC VA S     - 1,042,016.519 3,327,764.248   MT  1.00001356   -1 10 11.3
 AA9386;SPC VA S     - 3,418,682.53 10,917,839.87   sFT  1.00001356   -1 10 11.3
 AA9386;UTM  17      - 4,061,313.522   551,146.045   MT  0.99963223   +0 20 31.7
 AA9386
 AA9386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9386!SPC VA S     -   0.99987082  x   1.00001356  =   0.99988438
 AA9386!UTM  17      -   0.99987082  x   0.99963223  =   0.99950310
 AA9386
 AA9386|---------------------------------------------------------------------|
 AA9386| PID    Reference Object                     Distance      Geod. Az  |
 AA9386|                                                           dddmmss.s |
 AA9386| AA9385 CHATHAM                             329.631 METERS 21530     |
 AA9386| AA9387 CARTWRIGHT AZ MK                    APPROX. 0.6 KM 3474505.9 |
 AA9386|---------------------------------------------------------------------|
 AA9386
 AA9386                          SUPERSEDED SURVEY CONTROL
 AA9386
 AA9386  ELLIP H (12/05/95)  823.32   (m)                       GP(       ) 4 2
 AA9386
 AA9386.Superseded values are not recommended for survey control.
 AA9386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9386.See file dsdata.txt to determine how the superseded data were derived.
 AA9386
 AA9386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5114661314(NAD 83)
 AA9386_MARKER: DD = SURVEY DISK
 AA9386_SETTING: 66 = SET IN ROCK OUTCROP
 AA9386_STAMPING: 1040 CARTWRIGHT VA LS 1718 1995
 AA9386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9386+STABILITY: POSITION/ELEVATION WELL
 AA9386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9386+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9386
 AA9386  HISTORY     - Date     Condition        Report By
 AA9386  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9386
 AA9386                          STATION DESCRIPTION
 AA9386
 AA9386'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9386'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 3.0 MILES
 AA9386'SOUTHWEST OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM
 AA9386'THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 614 PROCEED
 AA9386'SOUTHWEST ALONG STATE ROUTE 614 A DISTANCE OF 2.6 MILES TO ITS
 AA9386'INTERSECTION WITH STATE ROUTE 816.  TURN LEFT AND PROCEED SOUTHEAST
 AA9386'ALONG STATE ROUTE 816 A DISTANCE OF 0.4 MILE TO A BLOCK HOUSE ON A
 AA9386'HILLTOP. CONTINUE STRAIGHT AND PROCEED SOUTHEAST ALONG RIDGE LINE AND
 AA9386'FIELD 0.4 MILE TO ITS INTERSECTION WITH A GATE AT THE EXTREME
 AA9386'SOUTHEAST CORNER OF FIELD.  CONTINUE STRAIGHT AND PROCEED SOUTH
 AA9386'THROUGH GATE A DISTANCE OF 0.1 MILE TO A PROTRUDING BOULDER AND THE
 AA9386'STATION IN A COW PASTURE. OBTAIN PERMISSION FROM HURRICANE RIDGE DAIRY
 AA9386'FARM, C/O MR. GENE G. BARNARD, ROUTE 2, BOX 207, MEADOWS OF DAN,
 AA9386'VIRGINIA 24120, TELEPHONE NUMBER 703/952-2518.  THE STATION IS A
 AA9386'STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK CEMENTED IN ROCK 18 INCHES
 AA9386'HIGH X 12 FEET LONG X 1 FOOT WIDE AND STAMPED 1040 CARTWRIGHT VA LS
 AA9386'1718 1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9386'MAGNETIC NORTH)(1) 48.3 FEET AZIMUTH 120 DEGREES TO A NUMBER 5 REBAR
 AA9386'WITH A YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND, (2) 48.6 FEET
 AA9386'AZIMUTH 202 DEGREES TO A NAIL IN THE SIDE OF A DOUBLE TRUNK 30 INCH
 AA9386'BLACK LOCUST TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF THE
 AA9386'TREE, (3) 40.0 FEET AZIMUTH 347 DEGREES TO A NUMBER 5 REBAR WITH A
 AA9386'YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND, (4) 49.0 FEET
 AA9386'NORTHEAST FROM A WHITE CARSONITE WITNESS POST, AND (5)APPROXIMATELY
 AA9386'350 FEET SOUTHWEST FROM FENCELINE TO A PLOWED FIELD.  THE STATION IS
 AA9386'INTERVISIBLE WITH STATIONS 1030 CHATHAM AND 1041 CARTWRIGHT AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9387 ***********************************************************************
 AA9387  DESIGNATION -  CARTWRIGHT AZ MK
 AA9387  PID         -  AA9387
 AA9387  STATE/COUNTY-  VA/PATRICK
 AA9387  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9387
 AA9387                         *CURRENT SURVEY CONTROL
 AA9387  ___________________________________________________________________
 AA9387* NAD 83(1993)-  36 42 05.65879(N)    080 25 44.10781(W)     ADJUSTED  
 AA9387* NAVD 88     -       882.1    (meters)    2894.     (feet)  GPS OBS   
 AA9387  ___________________________________________________________________
 AA9387  X           -     851,397.073 (meters)                     COMP
 AA9387  Y           -  -5,049,259.164 (meters)                     COMP
 AA9387  Z           -   3,791,400.182 (meters)                     COMP
 AA9387  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA9387  ELLIP HEIGHT-         850.05  (meters)          (05/17/02) GPS OBS
 AA9387  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 AA9387
 AA9387  HORZ ORDER  -  FIRST
 AA9387  ELLP ORDER  -  FOURTH    CLASS II
 AA9387
 AA9387.The horizontal coordinates were established by GPS observations
 AA9387.and adjusted by the National Geodetic Survey in December 1995..
 AA9387
 AA9387.The orthometric height was determined by GPS observations and a
 AA9387.high-resolution geoid model.
 AA9387
 AA9387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9387
 AA9387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9387
 AA9387.The ellipsoidal height was determined by GPS observations
 AA9387.and is referenced to NAD 83.
 AA9387
 AA9387.The geoid height was determined by GEOID03.
 AA9387
 AA9387;                    North         East     Units Scale Factor Converg.
 AA9387;SPC VA S     - 1,042,626.128 3,327,644.885   MT  1.00001245   -1 10 14.6
 AA9387;SPC VA S     - 3,420,682.55 10,917,448.26   sFT  1.00001245   -1 10 14.6
 AA9387;UTM  17      - 4,061,919.538   551,010.689   MT  0.99963206   +0 20 28.7
 AA9387
 AA9387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9387!SPC VA S     -   0.99986661  x   1.00001245  =   0.99987906
 AA9387!UTM  17      -   0.99986661  x   0.99963206  =   0.99949872
 AA9387
 AA9387:                Primary Azimuth Mark                     Grid Az
 AA9387:SPC VA S     -  CARTWRIGHT                               168 55 17.3
 AA9387:UTM  17      -  CARTWRIGHT                               167 24 34.0
 AA9387
 AA9387|---------------------------------------------------------------------|
 AA9387| PID    Reference Object                     Distance      Geod. Az  |
 AA9387|                                                           dddmmss.s |
 AA9387| AA9386 CARTWRIGHT                          APPROX. 0.6 KM 1674502.7 |
 AA9387|---------------------------------------------------------------------|
 AA9387
 AA9387                          SUPERSEDED SURVEY CONTROL
 AA9387
 AA9387  ELLIP H (12/05/95)  850.15   (m)                       GP(       ) 4 2
 AA9387
 AA9387.Superseded values are not recommended for survey control.
 AA9387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9387.See file dsdata.txt to determine how the superseded data were derived.
 AA9387
 AA9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5101161920(NAD 83)
 AA9387_MARKER: DD = SURVEY DISK
 AA9387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9387_STAMPING: 1041 CARTWRIGHT AZ MK VA LS 1718 1995
 AA9387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9387+STABILITY: SURFACE MOTION
 AA9387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9387+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9387
 AA9387  HISTORY     - Date     Condition        Report By
 AA9387  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9387
 AA9387                          STATION DESCRIPTION
 AA9387
 AA9387'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9387'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 3.0 MILES
 AA9387'SOUTHWEST OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM
 AA9387'THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 614 PROCEED
 AA9387'SOUTHWEST ALONG STATE ROUTE 614 A DISTANCE OF 2.6 MILES TO ITS
 AA9387'INTERSECTION WITH STATE ROUTE 816.  TURN LEFT AND PROCEED SOUTHEAST
 AA9387'ALONG STATE ROUTE 816 A DISTANCE OF 0.4 MILE TO A BLOCK HOUSE ON A
 AA9387'HILLTOP AND THE STATION ON THE LEFT. OBTAIN PERMISSION FROM HURRICANE
 AA9387'RIDGE DAIRY FARM, C/O MR. GENE G. BARNARD, ROUTE 2, BOX 207, MEADOWS
 AA9387'OF DAN, VIRGINIA  24120, TELEPHONE NUMBER 703/952-2518.  THE STATION
 AA9387'IS A STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE
 AA9387'CONCRETE MONUMENT 0.8 FOOT BELOW GROUND AND STAMPED 1041 CARTWRIGHT AZ
 AA9387'MK VA LS 1718 1995.  FOUR MAGNETS ARE BURIED 1.0 FOOT BELOW GROUND 5.0
 AA9387'FEET EACH NORTH, SOUTH, EAST, AND WEST TO FACILITATE RECOVERY.
 AA9387'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9387'29.8 FEET AZIMUTH 55 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9387'GEOMETRICS CAP SET 1.0 FOOT BELOW GROUND 45.8 FEET SOUTHWEST FROM THE
 AA9387'SOUTHEAST CORNER OF ONE STORY BLOCK HOUSE, (2) 98.4 FEET AZIMUTH 225
 AA9387'DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 1.0 FOOT
 AA9387'BELOW GROUND 14.5 FEET EAST OF THE SOUTHEAST CORNER OF A ONE STORY
 AA9387'BLOCK BARN, (3) 36.9 FEET AZIMUTH 307 DEGREES TO A NAIL IN THE SIDE OF
 AA9387'A POWER POLE WITH NO NUMBER MARKED WITH A REFERENCE WASHER IN THE FACE
 AA9387'OF THE POLE, (4)43.6 FEET AZIMUTH 355 DEGREES TO THE SOUTHWEST CORNER
 AA9387'OF A ONE STORY BLOCK HOUSE, AND (5) 2.0 FEET SOUTH FROM A WHITE
 AA9387'CARSONITE WITNESS POST.  THE STATION IS INTERVISIBLE WITH STATION 1040
 AA9387'CARTWRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0494 ***********************************************************************
 GV0494  DESIGNATION -  CARYFIELD
 GV0494  PID         -  GV0494
 GV0494  STATE/COUNTY-  VA/JAMES CITY
 GV0494  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0494
 GV0494                         *CURRENT SURVEY CONTROL
 GV0494  ___________________________________________________________________
 GV0494* NAD 83(1993)-  37 16 25.70354(N)    076 42 47.51323(W)     ADJUSTED  
 GV0494* NAVD 88     -        25.133  (meters)      82.46   (feet)  ADJUSTED  
 GV0494  ___________________________________________________________________
 GV0494  X           -   1,167,890.686 (meters)                     COMP
 GV0494  Y           -  -4,945,613.564 (meters)                     COMP
 GV0494  Z           -   3,841,611.453 (meters)                     COMP
 GV0494  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GV0494  ELLIP HEIGHT-         -10.14  (meters)          (06/04/02) GPS OBS
 GV0494  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 GV0494  DYNAMIC HT  -          25.114 (meters)      82.39  (feet)  COMP
 GV0494  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 GV0494
 GV0494  HORZ ORDER  -  SECOND
 GV0494  VERT ORDER  -  FIRST     CLASS I
 GV0494  ELLP ORDER  -  FOURTH    CLASS II
 GV0494
 GV0494.The horizontal coordinates were established by GPS observations
 GV0494.and adjusted by the National Geodetic Survey in September 1995..
 GV0494
 GV0494.The orthometric height was determined by differential leveling
 GV0494.and adjusted by the National Geodetic Survey in June 1991..
 GV0494
 GV0494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV0494
 GV0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0494
 GV0494.The ellipsoidal height was determined by GPS observations
 GV0494.and is referenced to NAD 83.
 GV0494
 GV0494.The geoid height was determined by GEOID03.
 GV0494
 GV0494.The dynamic height is computed by dividing the NAVD 88
 GV0494.geopotential number by the normal gravity value computed on the
 GV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0494.degrees latitude (g = 980.6199 gals.).
 GV0494
 GV0494.The modeled gravity was interpolated from observed gravity values.
 GV0494
 GV0494;                    North         East     Units Scale Factor Converg.
 GV0494;SPC VA S     - 1,105,868.146 3,658,456.210   MT  0.99994673   +1 05 04.0
 GV0494;SPC VA S     - 3,628,169.08 12,002,785.08   sFT  0.99994673   +1 05 04.0
 GV0494;UTM  18      - 4,126,622.839   348,108.604   MT  0.99988420   -1 02 15.9
 GV0494
 GV0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0494!SPC VA S     -   1.00000159  x   0.99994673  =   0.99994832
 GV0494!UTM  18      -   1.00000159  x   0.99988420  =   0.99988579
 GV0494
 GV0494:                Primary Azimuth Mark                     Grid Az
 GV0494:SPC VA S     -  CARYFIELD AZ MK                          120 28 33.6
 GV0494:UTM  18      -  CARYFIELD AZ MK                          122 35 53.5
 GV0494
 GV0494|---------------------------------------------------------------------|
 GV0494| PID    Reference Object                     Distance      Geod. Az  |
 GV0494|                                                           dddmmss.s |
 GV0494| DC9058 CARYFIELD AZ MK                                    1213337.6 |
 GV0494| GV0495 CARYFIELD RM 1                       50.277 METERS 22309     |
 GV0494| GV0496 CARYFIELD RM 2                       36.591 METERS 29006     |
 GV0494|---------------------------------------------------------------------|
 GV0494
 GV0494                          SUPERSEDED SURVEY CONTROL
 GV0494
 GV0494  ELLIP H (09/08/95)   -9.93   (m)                       GP(       ) 4 2
 GV0494  NAD 83(1993)-  37 16 25.70459(N)    076 42 47.51986(W) AD(       ) 2
 GV0494  ELLIP H (11/14/94)  -10.10   (m)                       GP(       ) 4 2
 GV0494  NAD 83(1986)-  37 16 25.71039(N)    076 42 47.53914(W) AD(       ) 2
 GV0494  NAD 83(1986)-  37 16 25.70414(N)    076 42 47.54412(W) AD(       ) 1
 GV0494  NAD 27      -  37 16 25.17300(N)    076 42 48.70400(W) AD(       ) 1
 GV0494  NGVD 29 (??/??/??)   25.368  (m)           83.23   (f) ADJUSTED    1 1
 GV0494
 GV0494.Superseded values are not recommended for survey control.
 GV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0494.See file dsdata.txt to determine how the superseded data were derived.
 GV0494
 GV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4810926623(NAD 83)
 GV0494_MARKER: DS = TRIANGULATION STATION DISK
 GV0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0494_SP_SET: CONCRETE POST
 GV0494_STAMPING: CARYFIELD 1942
 GV0494_MARK LOGO: CGS   
 GV0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0494+STABILITY: SURFACE MOTION
 GV0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0494+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV0494
 GV0494  HISTORY     - Date     Condition        Report By
 GV0494  HISTORY     - 1942     MONUMENTED       CGS
 GV0494  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GV0494  HISTORY     - 1971     GOOD             NGS
 GV0494  HISTORY     - 1971     GOOD             NGS
 GV0494  HISTORY     - 1974     GOOD             LOCSUR
 GV0494  HISTORY     - 1978     GOOD             DMA
 GV0494  HISTORY     - 19900628 GOOD             MSI
 GV0494  HISTORY     - 19910414 GOOD             USPSQD
 GV0494  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 GV0494  HISTORY     - 20030206 GOOD             USPSQD
 GV0494
 GV0494                          STATION DESCRIPTION
 GV0494
 GV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV0494'THE STATION IS LOCATED IN THE CITY OF WILLIAMSBURG OFF RICHMOND
 GV0494'ROAD AND ON THE CAMPUS OF WILLIAM AND MARY COLLEGE.  IT
 GV0494'IS ABOUT 5 FEET INSIDE THE HEDGE AT THE RICHMOND ROAD SIDE
 GV0494'OF THE STADIUM GROUNDS, 55 FEET SE OF THE N END OF THE HEDGE
 GV0494'ROW AND A DRIVEWAY, AND ABOUT 200 YARDS SE OF THE KAPPA
 GV0494'ALPHA FRATERNITY HOUSE.
 GV0494'
 GV0494'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GV0494'DISKS SET IN CONCRETE.
 GV0494'
 GV0494'REFERENCE MARK NO. 1 IS AT THE N SIDE OF THE N ENTRANCE
 GV0494'TO THE STADIUM.  IT IS SET FLUSH WITH THE GROUND AND IS
 GV0494'STAMPED CARYFIELD NO. 1 1942.
 GV0494'
 GV0494'REFERENCE MARK NO. 2 IS AT THE NW CORNER OF THE WOVEN WIRE
 GV0494'FENCE AROUND THE NW END OF THE STADIUM.  IT IS SET FLUSH
 GV0494'WITH THE GROUND AND IS STAMPED CARYFIELD NO. 2 1942.
 GV0494'
 GV0494'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE SE CURB OF
 GV0494'THE MAIN STREET, 9 FEET SW OF THE PROJECTED PLANE OF THE
 GV0494'SW WALL OF THE PENINSULA HARDWARE COMPANY BUILDING AND ABOUT
 GV0494'40 FEET NE OF THE INTERSECTION.  IT IS STAMPED CARYFIELD
 GV0494'1942 AND IS SET FLUSH WITH THE CURBING.
 GV0494'
 GV0494'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV0494
 GV0494                          STATION RECOVERY (1958)
 GV0494
 GV0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV0494'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GV0494'SINCE THE STATION WAS ESTABLISHED, THERE HAS BEEN A FILL
 GV0494'MADE BY THE CITY OR THE COLLEGE AND THE GROUND HAS BEEN
 GV0494'RAISED ABOUT 14 INCHES AT THE STATION MARK.  A 14-INCH METAL
 GV0494'COVER WAS PLACED OVER THE STATION MARK TO PRESERVE IT.  AZIMUTH
 GV0494'AND REFERENCE MARK NO. 1 AS DESCRIBED IN ORIGINAL DESCRIPTION.
 GV0494'REFERENCE MARK NO. 2 IS NORTH OF A ROAD LEADING TO THE NORTH
 GV0494'END OF THE STADIUM.
 GV0494
 GV0494                          STATION RECOVERY (1971)
 GV0494
 GV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0494'THE STATION MARK, RM 1 AND RM 3 WERE RECOVERED IN GOOD CONDITION.
 GV0494'
 GV0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WILLIAMSBURG.
 GV0494
 GV0494                          STATION RECOVERY (1971)
 GV0494
 GV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0494'AT WILLIAMSBURG.
 GV0494'AT WILLIAMSBURG, ABOUT 0.4 MILE NORTHWEST ALONG RICHMOND ROAD
 GV0494'(U.S. HIGHWAY 60Z) FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 31,
 GV0494'146.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK STADIUM
 GV0494'AT WILLIAM AND MARY COLLEGE, 16.6 FEET SOUTHWEST OF THE SOUTHWEST
 GV0494'CURB OF RICHMOND ROAD, 15.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 GV0494'OF A BRICK PILLAR AT THE NORTHEAST END OF A HEDGE, 165.0 FEET
 GV0494'NORTHEAST OF CARYFIELD RM 1, IN THE CENTER OF A SMALL CIRCULAR
 GV0494'PLOT OF GROUND THAT IS SURROUNDED BY BRICK, SET IN THE TOP OF A
 GV0494'CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 GV0494'AND IS COVERED BY A 16-INCH CIRCULAR PLATE.
 GV0494
 GV0494                          STATION RECOVERY (1974)
 GV0494
 GV0494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0494'RECOVERED IN GOOD CONDITION.
 GV0494
 GV0494                          STATION RECOVERY (1978)
 GV0494
 GV0494'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0494'RECOVERED IN GOOD CONDITION.
 GV0494
 GV0494                          STATION RECOVERY (1990)
 GV0494
 GV0494'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1990
 GV0494'RECOVERED IN GOOD CONDITION.
 GV0494
 GV0494                          STATION RECOVERY (1991)
 GV0494
 GV0494'RECOVERY NOTE BY US POWER SQUADRON 1991 (TW)
 GV0494'RECOVERED IN GOOD CONDITION.
 GV0494
 GV0494                          STATION RECOVERY (1997)
 GV0494
 GV0494'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0494'MARK NOT FOUND.
 GV0494
 GV0494                          STATION RECOVERY (2003)
 GV0494
 GV0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0495 ***********************************************************************
 GV0495  DESIGNATION -  CARYFIELD RM 1
 GV0495  PID         -  GV0495
 GV0495  STATE/COUNTY-  VA/JAMES CITY
 GV0495  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0495
 GV0495                         *CURRENT SURVEY CONTROL
 GV0495  ___________________________________________________________________
 GV0495* NAD 83(1986)-  37 16 25.     (N)    076 42 49.     (W)     SCALED    
 GV0495* NAVD 88     -        26.074  (meters)      85.54   (feet)  ADJUSTED  
 GV0495  ___________________________________________________________________
 GV0495  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 GV0495  DYNAMIC HT  -          26.055 (meters)      85.48  (feet)  COMP
 GV0495  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 GV0495
 GV0495  VERT ORDER  -  FIRST     CLASS I
 GV0495
 GV0495.The horizontal coordinates were scaled from a topographic map and have
 GV0495.an estimated accuracy of +/- 6 seconds.
 GV0495
 GV0495.The orthometric height was determined by differential leveling
 GV0495.and adjusted by the National Geodetic Survey in June 1991..
 GV0495
 GV0495.The geoid height was determined by GEOID03.
 GV0495
 GV0495.The dynamic height is computed by dividing the NAVD 88
 GV0495.geopotential number by the normal gravity value computed on the
 GV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0495.degrees latitude (g = 980.6199 gals.).
 GV0495
 GV0495.The modeled gravity was interpolated from observed gravity values.
 GV0495
 GV0495;                    North         East    Units  Estimated Accuracy
 GV0495;SPC VA S     - 1,105,850.    3,658,420.      MT  (+/- 180 meters Scaled)
 GV0495
 GV0495                          SUPERSEDED SURVEY CONTROL
 GV0495
 GV0495  NGVD 29 (??/??/??)   26.309  (m)           86.32   (f) ADJUSTED    1 1
 GV0495
 GV0495.Superseded values are not recommended for survey control.
 GV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0495.See file dsdata.txt to determine how the superseded data were derived.
 GV0495
 GV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG480266(NAD 83)
 GV0495_MARKER: DR = REFERENCE MARK DISK
 GV0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0495_STAMPING: CARYFIELD NO 1 1942
 GV0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0495+STABILITY: SURFACE MOTION
 GV0495
 GV0495  HISTORY     - Date     Condition        Report By
 GV0495  HISTORY     - 1942     MONUMENTED       CGS
 GV0495  HISTORY     - 1971     GOOD             NGS
 GV0495  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0495  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 GV0495  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV0495
 GV0495                          STATION DESCRIPTION
 GV0495
 GV0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0495'AT WILLIAMSBURG.
 GV0495'AT WILLIAMSBURG, ABOUT 0.4 MILE NORTHWEST ALONG RICHMOND ROAD
 GV0495'(U.S. HIGHWAY 60Z) FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 31,
 GV0495'38.0 FEET SOUTH OF THE NORTHEAST CORNER OF A BRICK STADIUM AT
 GV0495'WILLIAM AND MARY COLLEGE, 34 FEET WEST OF THE CENTER LINE OF A
 GV0495'PAVED STREET THAT LEADS THROUGH THE CAMPUS OF THE COLLEGE, 11
 GV0495'FEET NORTH OF THE CENTER OF GATE NUMBER 6 ON THE EAST SIDE OF
 GV0495'THE STADIUM, 1.5 FEET EAST OF THE EAST BRICK WALL AT THE GATE,
 GV0495'ABOUT LEVEL WITH THE STREET, 165.0 FEET SOUTHWEST OF TRIANGULATION
 GV0495'STATION CARYFIELD, AND SET IN THE TOP OF A CONCRETE POST THAT
 GV0495'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 GV0495
 GV0495                          STATION RECOVERY (1978)
 GV0495
 GV0495'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0495'ASPHALT NOW COVERS FROM ROAD TO FLUSH WITH THE BUILDING AT GATE NUMBER
 GV0495'6 CONSIDERED DESTROYED.
 GV0495
 GV0495                          STATION RECOVERY (1997)
 GV0495
 GV0495'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0495'MARK NOT FOUND.
 GV0495
 GV0495                          STATION RECOVERY (2003)
 GV0495
 GV0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0496 ***********************************************************************
 GV0496  DESIGNATION -  CARYFIELD RM 2
 GV0496  PID         -  GV0496
 GV0496  STATE/COUNTY-  VA/JAMES CITY
 GV0496  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0496
 GV0496                         *CURRENT SURVEY CONTROL
 GV0496  ___________________________________________________________________
 GV0496* NAD 83(1986)-  37 16 26.     (N)    076 42 47.     (W)     SCALED    
 GV0496* NAVD 88     -        25.247  (meters)      82.83   (feet)  ADJUSTED  
 GV0496  ___________________________________________________________________
 GV0496  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 GV0496  DYNAMIC HT  -          25.229 (meters)      82.77  (feet)  COMP
 GV0496  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 GV0496
 GV0496  VERT ORDER  -  SECOND    CLASS 0
 GV0496
 GV0496.The horizontal coordinates were scaled from a topographic map and have
 GV0496.an estimated accuracy of +/- 6 seconds.
 GV0496
 GV0496.The orthometric height was determined by differential leveling
 GV0496.and adjusted by the National Geodetic Survey in June 1991..
 GV0496
 GV0496.The geoid height was determined by GEOID03.
 GV0496
 GV0496.The dynamic height is computed by dividing the NAVD 88
 GV0496.geopotential number by the normal gravity value computed on the
 GV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0496.degrees latitude (g = 980.6199 gals.).
 GV0496
 GV0496.The modeled gravity was interpolated from observed gravity values.
 GV0496
 GV0496;                    North         East    Units  Estimated Accuracy
 GV0496;SPC VA S     - 1,105,880.    3,658,470.      MT  (+/- 180 meters Scaled)
 GV0496
 GV0496                          SUPERSEDED SURVEY CONTROL
 GV0496
 GV0496  NGVD 29 (??/??/??)   25.600  (m)           83.99   (f) ADJUSTED    2 0
 GV0496
 GV0496.Superseded values are not recommended for survey control.
 GV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0496.See file dsdata.txt to determine how the superseded data were derived.
 GV0496
 GV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG481266(NAD 83)
 GV0496_MARKER: DR = REFERENCE MARK DISK
 GV0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0496_STAMPING: CARYFIELD NO 2 1942
 GV0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0496+STABILITY: SURFACE MOTION
 GV0496
 GV0496  HISTORY     - Date     Condition        Report By
 GV0496  HISTORY     - 1942     MONUMENTED       CGS
 GV0496  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0496  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 GV0496  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 GV0496
 GV0496                          STATION DESCRIPTION
 GV0496
 GV0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0496'AT WILLIAMSBURG.
 GV0496'121 FEET SOUTH OF TRIANGULATION STATION CARYFIELD DESCRIBED ABOVE,
 GV0496'AND AT THE EAST CORNER OF A WIRE FENCE AROUND THE STADIUM.  A
 GV0496'STANDARD REFERENCE-MARK DISK, STAMPED CARYFIELD NO 2 1942 AND SET
 GV0496'IN THE TOP OF A CONCRETE POST.
 GV0496
 GV0496                          STATION RECOVERY (1971)
 GV0496
 GV0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0496'MARK NOT FOUND.
 GV0496
 GV0496                          STATION RECOVERY (1997)
 GV0496
 GV0496'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0496'MARK NOT FOUND.
 GV0496
 GV0496                          STATION RECOVERY (2003)
 GV0496
 GV0496'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0493 ***********************************************************************
 GV0493  DESIGNATION -  CARYFIELD RM 3
 GV0493  PID         -  GV0493
 GV0493  STATE/COUNTY-  VA/JAMES CITY
 GV0493  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0493
 GV0493                         *CURRENT SURVEY CONTROL
 GV0493  ___________________________________________________________________
 GV0493* NAD 83(1986)-  37 16 15.     (N)    076 42 26.     (W)     SCALED    
 GV0493* NAVD 88     -        25.953  (meters)      85.15   (feet)  ADJUSTED  
 GV0493  ___________________________________________________________________
 GV0493  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV0493  DYNAMIC HT  -          25.935 (meters)      85.09  (feet)  COMP
 GV0493  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 GV0493
 GV0493  VERT ORDER  -  FIRST     CLASS I
 GV0493
 GV0493.The horizontal coordinates were scaled from a topographic map and have
 GV0493.an estimated accuracy of +/- 6 seconds.
 GV0493
 GV0493.The orthometric height was determined by differential leveling
 GV0493.and adjusted by the National Geodetic Survey in June 1991..
 GV0493
 GV0493.The geoid height was determined by GEOID03.
 GV0493
 GV0493.The dynamic height is computed by dividing the NAVD 88
 GV0493.geopotential number by the normal gravity value computed on the
 GV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0493.degrees latitude (g = 980.6199 gals.).
 GV0493
 GV0493.The modeled gravity was interpolated from observed gravity values.
 GV0493
 GV0493;                    North         East    Units  Estimated Accuracy
 GV0493;SPC VA S     - 1,105,550.    3,658,990.      MT  (+/- 180 meters Scaled)
 GV0493
 GV0493                          SUPERSEDED SURVEY CONTROL
 GV0493
 GV0493  NGVD 29 (??/??/??)   26.189  (m)           85.92   (f) ADJUSTED    1 1
 GV0493
 GV0493.Superseded values are not recommended for survey control.
 GV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0493.See file dsdata.txt to determine how the superseded data were derived.
 GV0493
 GV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG486262(NAD 83)
 GV0493_MARKER: DR = REFERENCE MARK DISK
 GV0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0493_SP_SET: CURB
 GV0493_STAMPING: 47 67
 GV0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0493
 GV0493  HISTORY     - Date     Condition        Report By
 GV0493  HISTORY     - 1947     MONUMENTED       CGS
 GV0493  HISTORY     - 1971     GOOD             NGS
 GV0493  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0493  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 GV0493
 GV0493                          STATION DESCRIPTION
 GV0493
 GV0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0493'AT WILLIAMSBURG.
 GV0493'AT WILLIAMSBURG, NEAR THE INTERSECTION OF RICHMOND ROAD (U.S.
 GV0493'HIGHWAY 60Z), STATE HIGHWAYS 5 AND 31, BOUNDARY STREET, AND DUKE
 GV0493'OF GLOUCESTER STREET, SET IN THE TOP OF THE SOUTH CONCRETE CURB
 GV0493'OF DUKE OF GLOUCESTER STREET, 114.6 FEET SOUTHEAST AND ACROSS THE
 GV0493'STREET FROM THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING
 GV0493'(FORMERLY THE METHODIST CHURCH), 29.3 FEET NORTH-NORTHEAST OF THE
 GV0493'NORTHEAST CORNER OF COLLEGE PHARMACY, 89.0 FEET NORTHWEST OF THE
 GV0493'NORTHWEST CORNER OF THE WILLIAMSBURG THEATRE, 30 FEET SOUTH OF THE
 GV0493'CENTER LINE OF DUKE OF GLOUCESTER STREET, AND ABOUT 1/2 FOOT ABOVE
 GV0493'THE LEVEL OF THE STREET.  NOTE-- THE STAMPING SHOWN ABOVE IS THE
 GV0493'ONLY LEGIBLE STAMPING ON THE DISK.
 GV0493
 GV0493                          STATION RECOVERY (1978)
 GV0493
 GV0493'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0493'CONSIDERED DESTROYED, CURB NO LONGER THERE.
 GV0493
 GV0493                          STATION RECOVERY (1997)
 GV0493
 GV0493'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2919 ***********************************************************************
 FX2919  DESIGNATION -  CASCADE
 FX2919  PID         -  FX2919
 FX2919  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2919  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX2919
 FX2919                         *CURRENT SURVEY CONTROL
 FX2919  ___________________________________________________________________
 FX2919* NAD 83(1993)-  36 48 48.17180(N)    076 15 57.07504(W)     ADJUSTED  
 FX2919* NAVD 88     -         4.609  (meters)      15.12   (feet)  POSTED    
 FX2919  ___________________________________________________________________
 FX2919  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FX2919  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX2919  DYNAMIC HT  -           4.610 (meters)      15.12  (feet)  COMP
 FX2919  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 FX2919
 FX2919  HORZ ORDER  -  SECOND
 FX2919  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX2919
 FX2919.The horizontal coordinates were established by classical geodetic methods
 FX2919.and adjusted by the National Geodetic Survey in September 1995..
 FX2919
 FX2919.The orthometric height was determined by differential leveling
 FX2919.and adjusted by the National Geodetic Survey in 1992..
 FX2919.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX2919.rate of 4.1 thru 8.0 mm/km.
 FX2919
 FX2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2919
 FX2919.The geoid height was determined by GEOID03.
 FX2919
 FX2919.The dynamic height is computed by dividing the NAVD 88
 FX2919.geopotential number by the normal gravity value computed on the
 FX2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2919.degrees latitude (g = 980.6199 gals.).
 FX2919
 FX2919.The modeled gravity was interpolated from observed gravity values.
 FX2919
 FX2919;                    North         East     Units Scale Factor Converg.
 FX2919;SPC VA S     - 1,055,631.831 3,699,329.771   MT  0.99999185   +1 21 21.5
 FX2919;SPC VA S     - 3,463,352.10 12,136,884.42   sFT  0.99999185   +1 21 21.5
 FX2919;UTM  18      - 4,074,917.889   387,092.000   MT  0.99975705   -0 45 30.9
 FX2919
 FX2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2919!SPC VA S     -   1.00000510  x   0.99999185  =   0.99999695
 FX2919!UTM  18      -   1.00000510  x   0.99975705  =   0.99976215
 FX2919
 FX2919:                Primary Azimuth Mark                     Grid Az
 FX2919:SPC VA S     -  SOUTH NORFOLK ST POL HQ MAST             127 02 23.9
 FX2919:UTM  18      -  SOUTH NORFOLK ST POL HQ MAST             129 09 16.3
 FX2919
 FX2919|---------------------------------------------------------------------|
 FX2919| PID    Reference Object                     Distance      Geod. Az  |
 FX2919|                                                           dddmmss.s |
 FX2919| FX3002 SOUTH NORFOLK ST POL HQ MAST        APPROX. 3.1 KM 1282345.4 |
 FX2919| FX1819 CASCADE RM 1                         25.470 METERS 16114     |
 FX2919| DC8144 CASCADE AZ MK                                      2161746.1 |
 FX2919| FX0279 CASCADE 2                            31.098 METERS 21618     |
 FX2919| DC8145 CASCADE RM 2                         25.088 METERS 23122     |
 FX2919| FX3456 SOUTH NORFOLK MUNICIPAL TANK        APPROX. 1.7 KM 3184750.4 |
 FX2919|---------------------------------------------------------------------|
 FX2919
 FX2919                          SUPERSEDED SURVEY CONTROL
 FX2919
 FX2919  NAD 83(1986)-  36 48 48.17767(N)    076 15 57.11032(W) AD(       ) 2
 FX2919  NAD 27      -  36 48 47.63910(N)    076 15 58.32490(W) AD(       ) 2
 FX2919  NGVD 29 (??/??/92)    4.86   (m)           15.9    (f) COMPUTED    2 0
 FX2919
 FX2919.Superseded values are not recommended for survey control.
 FX2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2919.See file dsdata.txt to determine how the superseded data were derived.
 FX2919
 FX2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8709274918(NAD 83)
 FX2919_MARKER: DS = TRIANGULATION STATION DISK
 FX2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2919
 FX2919  HISTORY     - Date     Condition        Report By
 FX2919  HISTORY     - 1958     MONUMENTED       CGS
 FX2919  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FX2919  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FX2919  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX2919
 FX2919                          STATION DESCRIPTION
 FX2919
 FX2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX2919'STATION IS LOCATED IN SOUTH NORFOLK, AT THE CASCADE ATHLETIC
 FX2919'FIELD AND ON THE CITY OF SOUTH NORFOLK PROPERTY.
 FX2919'
 FX2919'STATION, STAMPED CASCADE 1958, SET FLUSH WITH THE SURFACE
 FX2919'OF THE GROUND.  IT IS 82 FEET SOUTH OF THE CENTERLINE OF PARK
 FX2919'AVENUE, 80 FEET NORTHEAST OF THE FENCE CORNER POST, 23 FEET
 FX2919'WEST-SOUTHWEST OF A TRIANGULAR BLAZED TREE AND 3 FEET
 FX2919'WEST OF A C AND GS SIGN.
 FX2919'
 FX2919'REFERENCE MARK NO. 1, STAMPED CASCADE NO 1 1958, SET FLUSH
 FX2919'WITH THE SURFACE OF THE GROUND.  IT IS 85 FEET NORTHEAST OF
 FX2919'THE FENCE CORNER POST AND ABOUT THE SAME ELEVATIN AS THE
 FX2919'STATION.
 FX2919'
 FX2919'REFERENCE MARK NO. 2, STAMPED CASCADE NO 2 1958, SET FLUSH
 FX2919'WITH THE SURFACE OF THE GROUND.  IT IS 9.5 FEET WEST OF THE FENCE
 FX2919'CORNER POST, 1 FOOT NORTH OF THE FENCE AND ABOUT THE SAME
 FX2919'ELEVATION AS THE STATION.
 FX2919'
 FX2919'AZIMUTH MARK, STAMPED CASCADE 1958, SET FLUSH WITH THE SURFACE
 FX2919'OF THE GROUND.  IT IS 65 FEET SOUTH OF THE SOUTHWEST CORNER
 FX2919'OF THE CINDER BLOCK BUILDING, 15 FEET SOUTH OF THE CENTERLINE
 FX2919'OF HAWTHORNE AVENUE, 2 FEET SOUTHEAST OF A C AND GS SIGN AND
 FX2919'1 FOOT EAST OF POWER POLE NO. 4977.
 FX2919'
 FX2919'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON STREET
 FX2919'AND PARK AVENUE IN SOUTH NORFOLK, GO EASTERLY ON PARK AVENUE
 FX2919'FOR 0.35 MILE TO HAWTHORNE AVENUE, (TURN RIGHT, SOUTH, ON
 FX2919'HAWTHORNE AVENUE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 FX2919'CONTINUE ON PARK AVENUE FOR 0.05 MILE TO THE STATION ON THE
 FX2919'RIGHT IN THE SOUTHEAST CORNER OF THE ATHLETIC FIELD.
 FX2919'
 FX2919'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX2919
 FX2919                          STATION RECOVERY (1961)
 FX2919
 FX2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX2919'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 FX2919'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 FX2919'MARK NO. 1 WAS FOUND DESTROYED BY A BULLDOZER AND THE DISK
 FX2919'RECLAIMED.  THE OWNER OF THE PROPERTY HAS STARTED TO BUILD
 FX2919'A NEW STORE OVER THE STATION MARK AND REQUEST IT BE MOVED.
 FX2919'A NEW STATION CASCADE 2 WAS ESTABLISHED AT THIS TIME ON LINE
 FX2919'WITH THE AZIMUTH MARK AND 102.03 FEET SOUTHWEST OF THE
 FX2919'STATION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE NOT
 FX2919'DESTROYED AND WERE USED WITH THE NEW STATION.
 FX2919
 FX2919                          STATION RECOVERY (1995)
 FX2919
 FX2919'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2919'MARK NOT FOUND.
 FX2919
 FX2919                          STATION RECOVERY (2004)
 FX2919
 FX2919'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX2919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0279 ***********************************************************************
 FX0279  DESIGNATION -  CASCADE 2
 FX0279  PID         -  FX0279
 FX0279  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX0279  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0279
 FX0279                         *CURRENT SURVEY CONTROL
 FX0279  ___________________________________________________________________
 FX0279* NAD 83(1993)-  36 48 47.35872(N)    076 15 57.81777(W)     ADJUSTED  
 FX0279* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 FX0279  ___________________________________________________________________
 FX0279  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FX0279  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0279
 FX0279  HORZ ORDER  -  SECOND
 FX0279  VERT ORDER  -  THIRD ? (See Below)
 FX0279
 FX0279.The horizontal coordinates were established by classical geodetic methods
 FX0279.and adjusted by the National Geodetic Survey in September 1995..
 FX0279
 FX0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0279.The vertical order pertains to the NGVD 29 superseded value.
 FX0279
 FX0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0279
 FX0279.The geoid height was determined by GEOID03.
 FX0279
 FX0279;                    North         East     Units Scale Factor Converg.
 FX0279;SPC VA S     - 1,055,606.338 3,699,311.960   MT  0.99999189   +1 21 21.0
 FX0279;SPC VA S     - 3,463,268.46 12,136,825.99   sFT  0.99999189   +1 21 21.0
 FX0279;UTM  18      - 4,074,893.077   387,073.265   MT  0.99975710   -0 45 31.4
 FX0279
 FX0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0279!SPC VA S     -   1.00000510  x   0.99999189  =   0.99999699
 FX0279!UTM  18      -   1.00000510  x   0.99975710  =   0.99976220
 FX0279
 FX0279                          SUPERSEDED SURVEY CONTROL
 FX0279
 FX0279  NAD 83(1986)-  36 48 47.36460(N)    076 15 57.85304(W) AD(       ) 2
 FX0279  NAD 27      -  36 48 46.82600(N)    076 15 59.06760(W) AD(       ) 2
 FX0279  NGVD 29 (07/19/86)    4.92   (m)           16.1    (f) LEVELING    3  
 FX0279
 FX0279.Superseded values are not recommended for survey control.
 FX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0279.See file dsdata.txt to determine how the superseded data were derived.
 FX0279
 FX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8707374893(NAD 83)
 FX0279_MARKER: DS = TRIANGULATION STATION DISK
 FX0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0279_STAMPING: CASCADE 2 1961
 FX0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0279+STABILITY: SURFACE MOTION
 FX0279
 FX0279  HISTORY     - Date     Condition        Report By
 FX0279  HISTORY     - 1961     MONUMENTED       CGS
 FX0279  HISTORY     - 1961     GOOD             CGS
 FX0279  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FX0279  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX0279
 FX0279                          STATION DESCRIPTION
 FX0279
 FX0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX0279'STATION IS LOCATED IN SOUTH NORFOLK, AT THE CASCADE ATHLETIC
 FX0279'FIELD LOCATED AT THE CORNER OF PARK AVENUE AN HAWTHORNE AVENUE
 FX0279'AND ON PROPERTY NOW OWNED BY MR. H.H. THOMAS.
 FX0279'
 FX0279'THE STATION IS NEAR THE LINE BETWEEN MR. THOMAS AND THE
 FX0279'EAST LINE OF THE ATHLETIC FIELD.  IT IS 116.2 FEET SOUTHWEST
 FX0279'OF THE NORTHWEST CORNER AND 67.2 FEET WEST OF THE SOUTHWEST
 FX0279'CORNER OF MR. THOMASS HARDWARE STORE AND 91.0 FEET NORTH OF
 FX0279'THE NORTHEAST FLOODLIGHT OF THE ATHLETIC FIELD.  THE MARK
 FX0279'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CASCADE 2
 FX0279'1961.
 FX0279'
 FX0279'REFERENCE MARK NO. 2 IS 91.0 FEET S.W. OF THE NORTHWEST CORNER
 FX0279'AND 65.6 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 FX0279'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 FX0279'STAMPED CASCADE NO 2 1958.  (ARROW POINTING TO THE OLD STATION
 FX0279'SITE).
 FX0279'
 FX0279'REFERENCE MARK NO. 3 IS 48 FEET NORTHEAST OF THE NORTHEAST
 FX0279'CORNER OF THE BLEACHER STAND OF THE ATHLETIC FIELD AND 5.3
 FX0279'FEET WEST OF THE NORTHEAST FLOODLIGHT POLE.  THE MARK IS
 FX0279'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CASCADE 2
 FX0279'NO 3 1961.
 FX0279'
 FX0279'THE AZIMUTH MARK IS 65 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FX0279'THE CINDER BLOCK BUILDING OF THE ATHLETIC FIELD, 15 FEET WEST
 FX0279'OF THE CENTER OF HAWTHORNE AVENUE AND 2 FEET EAST OF POWER POLE
 FX0279'NO. 4977.
 FX0279'
 FX0279'TO REACH THE STATION FROM THE INTERSECTION OF PARK AND HAWTHORNE
 FX0279'AVENUES IN SOUTH NORFOLK, GO EAST ON PARK AVENUE FOR 0.1
 FX0279'MILE TO THE MARK ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 FX0279'FROM THE SAME INTERSECTION, GO SOUTH ON HAWTHORNE AVENUE
 FX0279'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FX0279
 FX0279                          STATION RECOVERY (1961)
 FX0279
 FX0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FX0279'116.3 FEET SW FROM SOUTH NORFOLK.
 FX0279'AT SOUTH NORFOLK, ON PARK STREET AT THE INTERSECTION OF TRANSYLVANIA
 FX0279'STREET AND ON THE EAST LINE OF THE CASCADE ATHLETIC FIELD, 116.3
 FX0279'FEET SOUTHWEST OF THE NORTHWEST CORNER AND 67.2 FEET WEST OF
 FX0279'THE SOUTHWEST CORNER OF HARDWARE BUILDING OWNED BY MR. H.H.
 FX0279'THOMAS AND 91.0 FEET EAST OF THE NORTHEAST FLOODLIGHT POLE ON
 FX0279'THE ATHLETIC FIELD, AND SET IN A ROUND CONCRETE POST FLUSH WITH
 FX0279'THE GROUND.
 FX0279
 FX0279                          STATION RECOVERY (1995)
 FX0279
 FX0279'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX0279'MARK NOT FOUND.
 FX0279
 FX0279                          STATION RECOVERY (2004)
 FX0279
 FX0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0282 ***********************************************************************
 FX0282  DESIGNATION -  CASCADE AZ MK
 FX0282  PID         -  FX0282
 FX0282  STATE/COUNTY-  VA/C OF NORFOLK
 FX0282  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0282
 FX0282                         *CURRENT SURVEY CONTROL
 FX0282  ___________________________________________________________________
 FX0282* NAD 83(1986)-  36 48 44.     (N)    076 16 02.     (W)     SCALED    
 FX0282* NAVD 88     -         4.609  (meters)      15.12   (feet)  POSTED    
 FX0282  ___________________________________________________________________
 FX0282  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0282  DYNAMIC HT  -           4.610 (meters)      15.12  (feet)  COMP
 FX0282  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 FX0282
 FX0282  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0282
 FX0282.The horizontal coordinates were scaled from a topographic map and have
 FX0282.an estimated accuracy of +/- 6 seconds.
 FX0282
 FX0282.The orthometric height was determined by differential leveling
 FX0282.and adjusted by the National Geodetic Survey in 1992..
 FX0282.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0282.rate of 1.1 thru 2.0 mm/km.
 FX0282
 FX0282.The geoid height was determined by GEOID03.
 FX0282
 FX0282.The dynamic height is computed by dividing the NAVD 88
 FX0282.geopotential number by the normal gravity value computed on the
 FX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0282.degrees latitude (g = 980.6199 gals.).
 FX0282
 FX0282.The modeled gravity was interpolated from observed gravity values.
 FX0282
 FX0282;                    North         East    Units  Estimated Accuracy
 FX0282;SPC VA S     - 1,055,500.    3,699,210.      MT  (+/- 180 meters Scaled)
 FX0282
 FX0282                          SUPERSEDED SURVEY CONTROL
 FX0282
 FX0282  NGVD 29 (??/??/92)    4.863  (m)           15.95   (f) ADJ UNCH    2 0
 FX0282
 FX0282.Superseded values are not recommended for survey control.
 FX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0282.See file dsdata.txt to determine how the superseded data were derived.
 FX0282
 FX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF869747(NAD 83)
 FX0282_MARKER: DZ = AZIMUTH MARK DISK
 FX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0282_STAMPING: CASCADE 1958
 FX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0282+STABILITY: SURFACE MOTION
 FX0282
 FX0282  HISTORY     - Date     Condition        Report By
 FX0282  HISTORY     - 1958     MONUMENTED       CGS
 FX0282  HISTORY     - 1959     GOOD             NGS
 FX0282  HISTORY     - 1961     GOOD             NGS
 FX0282  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FX0282  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX0282
 FX0282                          STATION DESCRIPTION
 FX0282
 FX0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0282'AT SOUTH NORFOLK.
 FX0282'AT SOUTH NORFOLK, 0.1 MILE SOUTH ALONG HAWTHORN STREET FROM
 FX0282'ITS JUNCTION WITH PARK AVENUE, 17 FEET EAST OF THE CENTER
 FX0282'LINE OF HAWTHORN STREET, 65.8 FEET SOUTH OF THE SOUTHWEST
 FX0282'CORNER OF GREEN PAINTED CONCRETE BLOCK DRESSING AND SHOWER
 FX0282'ROOM AT ATHLETIC FIELD, 1 1/2 FEET EAST OF POWER LINE POLE
 FX0282'977-1, 168 FEET NORTHWEST OF THE NORTHWEST RAIL OF VIRGINIAN
 FX0282'RAILWAY, 61 1/2 FEET EAST-NORTHEAST OF AND ACROSS THE STREET FROM
 FX0282'A SMALL HOUSE WITH NUMBER 1500, 2 1/2 FEET SOUTHEAST OF A STEEL
 FX0282'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN TOP OF
 FX0282'A CONCRETE POST FLUSH WITH THE GROUND.
 FX0282
 FX0282                          STATION RECOVERY (1961)
 FX0282
 FX0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FX0282'RECOVERED IN GOOD CONDITION.
 FX0282
 FX0282                          STATION RECOVERY (1995)
 FX0282
 FX0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX0282'MARK NOT FOUND.
 FX0282
 FX0282                          STATION RECOVERY (2004)
 FX0282
 FX0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0280 ***********************************************************************
 FX0280  DESIGNATION -  CASCADE RM 2
 FX0280  PID         -  FX0280
 FX0280  STATE/COUNTY-  VA/C OF NORFOLK
 FX0280  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0280
 FX0280                         *CURRENT SURVEY CONTROL
 FX0280  ___________________________________________________________________
 FX0280* NAD 83(1986)-  36 48 48.     (N)    076 15 57.     (W)     SCALED    
 FX0280* NAVD 88     -         4.626  (meters)      15.18   (feet)  POSTED    
 FX0280  ___________________________________________________________________
 FX0280  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX0280  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 FX0280  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 FX0280
 FX0280  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0280
 FX0280.The horizontal coordinates were scaled from a topographic map and have
 FX0280.an estimated accuracy of +/- 6 seconds.
 FX0280
 FX0280.The orthometric height was determined by differential leveling
 FX0280.and adjusted by the National Geodetic Survey in 1992..
 FX0280.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0280.rate of 4.1 thru 8.0 mm/km.
 FX0280
 FX0280.The geoid height was determined by GEOID03.
 FX0280
 FX0280.The dynamic height is computed by dividing the NAVD 88
 FX0280.geopotential number by the normal gravity value computed on the
 FX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0280.degrees latitude (g = 980.6199 gals.).
 FX0280
 FX0280.The modeled gravity was interpolated from observed gravity values.
 FX0280
 FX0280;                    North         East    Units  Estimated Accuracy
 FX0280;SPC VA S     - 1,055,630.    3,699,330.      MT  (+/- 180 meters Scaled)
 FX0280
 FX0280                          SUPERSEDED SURVEY CONTROL
 FX0280
 FX0280  NGVD 29 (??/??/92)    4.880  (m)           16.01   (f) ADJ UNCH    2 0
 FX0280
 FX0280.Superseded values are not recommended for survey control.
 FX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0280.See file dsdata.txt to determine how the superseded data were derived.
 FX0280
 FX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF870749(NAD 83)
 FX0280_MARKER: DR = REFERENCE MARK DISK
 FX0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0280_STAMPING: CASCADE NO 2 1958
 FX0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0280+STABILITY: SURFACE MOTION
 FX0280
 FX0280  HISTORY     - Date     Condition        Report By
 FX0280  HISTORY     - 1958     MONUMENTED       CGS
 FX0280  HISTORY     - 1961     GOOD             NGS
 FX0280  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FX0280  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX0280
 FX0280                          STATION DESCRIPTION
 FX0280
 FX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX0280'AT SOUTH NORFOLK.
 FX0280'COMPLETE NEW DESCRIPTION FOLLOWS-- 31.08 FEET NORTH OF STATION
 FX0280'CASCADE 2 LOCATED ON THE SOUTH SIDE OF PARK AVENUE AND NEAR THE
 FX0280'INTERSECTION OF TRANSYLVANIA ST., AND ON THE EAST LINE OF CASCADE
 FX0280'ATHLETIC FIELD.  IT IS 91.0 FEET SOUTHWEST OF THE NORTHWEST
 FX0280'CORNER AND 65.6 FEET WEST OF THE SOUTHWEST CORNER OF MR. H.H.
 FX0280'THOMAS HARDWARE STORE.  THE MARK IS A TRIANGULATION REFERENCE
 FX0280'MARK DISK STAMPED CASCADE NO 2 1958 SET IN A CONCRETE POST FLUSH
 FX0280'WITH THE GROUND.
 FX0280
 FX0280                          STATION RECOVERY (1995)
 FX0280
 FX0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX0280'MARK NOT FOUND.
 FX0280
 FX0280                          STATION RECOVERY (2004)
 FX0280
 FX0280'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2950 ***********************************************************************
 FX2950  DESIGNATION -  CASEMATE USE 1939
 FX2950  PID         -  FX2950
 FX2950  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2950  USGS QUAD   -  CAPE HENRY (1986)
 FX2950
 FX2950                         *CURRENT SURVEY CONTROL
 FX2950  ___________________________________________________________________
 FX2950* NAD 83(1993)-  36 55 50.01750(N)    076 01 51.99528(W)     ADJUSTED  
 FX2950* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 FX2950  ___________________________________________________________________
 FX2950  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FX2950  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 FX2950
 FX2950  HORZ ORDER  -  SECOND
 FX2950
 FX2950.The horizontal coordinates were established by classical geodetic methods
 FX2950.and adjusted by the National Geodetic Survey in September 1995..
 FX2950
 FX2950.The orthometric height was scaled from a topographic map.
 FX2950
 FX2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2950
 FX2950.The geoid height was determined by GEOID03.
 FX2950
 FX2950;                    North         East     Units Scale Factor Converg.
 FX2950;SPC VA S     - 1,069,152.857 3,719,928.997   MT  0.99997430   +1 29 54.4
 FX2950;SPC VA S     - 3,507,712.33 12,204,467.05   sFT  0.99997430   +1 29 54.4
 FX2950;UTM  18      - 4,087,665.760   408,171.153   MT  0.99970388   -0 37 10.5
 FX2950
 FX2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2950!SPC VA S     -   1.00000450  x   0.99997430  =   0.99997880
 FX2950!UTM  18      -   1.00000450  x   0.99970388  =   0.99970838
 FX2950
 FX2950:                Primary Azimuth Mark                     Grid Az
 FX2950:SPC VA S     -  CAPE HENRY WEATHER BUR MAST              091 26 24.5
 FX2950:UTM  18      -  CAPE HENRY WEATHER BUR MAST              093 33 29.4
 FX2950
 FX2950|---------------------------------------------------------------------|
 FX2950| PID    Reference Object                     Distance      Geod. Az  |
 FX2950|                                                           dddmmss.s |
 FX2950| FX2949 CAPE HENRY WEATHER BUR MAST         APPROX. 1.8 KM 0925618.9 |
 FX2950| FX2948 CAPE HENRY LIGHTHOUSE OLD           APPROX. 2.1 KM 1042829.3 |
 FX2950| FX4347 GRANITE B USE 1939                  APPROX. 1.2 KM 2330723.3 |
 FX2950|---------------------------------------------------------------------|
 FX2950
 FX2950                          SUPERSEDED SURVEY CONTROL
 FX2950
 FX2950  NAD 83(1986)-  36 55 50.02272(N)    076 01 52.03353(W) AD(       ) 2
 FX2950  NAD 27      -  36 55 49.49300(N)    076 01 53.28000(W) AD(       ) 2
 FX2950
 FX2950.Superseded values are not recommended for survey control.
 FX2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2950.See file dsdata.txt to determine how the superseded data were derived.
 FX2950
 FX2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0817187666(NAD 83)
 FX2950_MARKER: DD = SURVEY DISK
 FX2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2950+STABILITY: SURFACE MOTION
 FX2950
 FX2950  HISTORY     - Date     Condition        Report By
 FX2950  HISTORY     - 1939     MONUMENTED       USE
 FX2950  HISTORY     - 1944     GOOD             CGS
 FX2950  HISTORY     - 1954     GOOD             USN
 FX2950  HISTORY     - 1954     GOOD             AMS
 FX2950  HISTORY     - 1959     GOOD             CGS
 FX2950  HISTORY     - 1968     GOOD             CGS
 FX2950
 FX2950                          STATION DESCRIPTION
 FX2950
 FX2950'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 FX2950'STATION IS A U.S. ARMY STATION MARKED WITH A U.S.E. TRIANGULATION
 FX2950'DISC SET IN THE TOP OF A CONCRETE BLOCK 12 INCHES SQUARE AT TOP
 FX2950'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  DISC IS STAMPED
 FX2950'CASEMATE 1939.  STATION AND UNDERGROUND MARKS ARE AS DESCRIBED.
 FX2950'
 FX2950'STATION IS LOCATED ON TOP OF SAND RIDGE BETWEEN ROUTE U.S. 60
 FX2950'AND CHESAPEAKE BAY.
 FX2950'
 FX2950'TO REACH FROM CAPE HENRY LIGHT HOUSE GO WEST ON ROUTE U.S. 60
 FX2950'FOR 1.3 MILES TURN RIGHT ON GRAVEL ROAD.
 FX2950'
 FX2950'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS
 FX2950
 FX2950                          STATION RECOVERY (1944)
 FX2950
 FX2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX2950'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING ADDITION--
 FX2950'A STEEL TOWER HAS BEEN ERECTED OVER THE STATION.
 FX2950
 FX2950                          STATION RECOVERY (1954)
 FX2950
 FX2950'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FX2950'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX2950
 FX2950                          STATION RECOVERY (1954)
 FX2950
 FX2950'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX2950'THE MARK, A STANDARD U.S.E. TRIANGULATION DISK SET IN TOP OF A
 FX2950'CONCRETE POST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX2950
 FX2950                          STATION RECOVERY (1959)
 FX2950
 FX2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX2950'STATION WAS RECOVERED AS DESCRIBED IN 1944.  THE STEEL TOWER
 FX2950'IS IN GOOD CONDITION.  IT IS LOCATED AT THE END OF 30TH STREET,
 FX2950'1.3 MILES FROM CAPE HENRY LIGHTHOUSE.  THE STEEL TOWER IS STILL
 FX2950'USED BY THE ARMY.
 FX2950
 FX2950                          STATION RECOVERY (1968)
 FX2950
 FX2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX2950'STATION RECOVERED IN GOOD CONDITION.  THE FIRE CONTROL TOWER,
 FX2950'A 4 LEGGED, STRUCTURAL STEEL, AFFAIR, PAINTED OLIVE DRAB, IS
 FX2950'STILL IN PLACE OVER THE STATION.  THE STATION IS ON TOP OF A
 FX2950'SAND DUNE AT THE NORTHERLY END OF 30TH STREET ON FORT STORY.
 FX2950'TOWER IS 78 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1152 ***********************************************************************
 GV1152  DESIGNATION -  CASH
 GV1152  PID         -  GV1152
 GV1152  STATE/COUNTY-  VA/GLOUCESTER
 GV1152  USGS QUAD   -  SALUDA (1986)
 GV1152
 GV1152                         *CURRENT SURVEY CONTROL
 GV1152  ___________________________________________________________________
 GV1152* NAD 83(1993)-  37 32 05.75664(N)    076 32 45.08437(W)     ADJUSTED  
 GV1152* NAVD 88     -        29.073  (meters)      95.38   (feet)  ADJUSTED  
 GV1152  ___________________________________________________________________
 GV1152  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 GV1152  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 GV1152  DYNAMIC HT  -          29.053 (meters)      95.32  (feet)  COMP
 GV1152  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 GV1152
 GV1152  HORZ ORDER  -  FIRST
 GV1152  VERT ORDER  -  THIRD
 GV1152
 GV1152.The horizontal coordinates were established by classical geodetic methods
 GV1152.and adjusted by the National Geodetic Survey in November 1994..
 GV1152
 GV1152.The orthometric height was determined by differential leveling
 GV1152.and adjusted by the National Geodetic Survey in June 1991..
 GV1152
 GV1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1152
 GV1152.The geoid height was determined by GEOID03.
 GV1152
 GV1152.The dynamic height is computed by dividing the NAVD 88
 GV1152.geopotential number by the normal gravity value computed on the
 GV1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1152.degrees latitude (g = 980.6199 gals.).
 GV1152
 GV1152.The modeled gravity was interpolated from observed gravity values.
 GV1152
 GV1152;                    North         East     Units Scale Factor Converg.
 GV1152;SPC VA S     - 1,135,135.536 3,672,694.425   MT  0.99994966   +1 11 09.7
 GV1152;SPC VA S     - 3,724,190.50 12,049,498.29   sFT  0.99994966   +1 11 09.7
 GV1152;UTM  18      - 4,155,339.517   363,420.973   MT  0.99982977   -0 56 31.0
 GV1152
 GV1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1152!SPC VA S     -   1.00000096  x   0.99994966  =   0.99995062
 GV1152!UTM  18      -   1.00000096  x   0.99982977  =   0.99983073
 GV1152
 GV1152:                Primary Azimuth Mark                     Grid Az
 GV1152:SPC VA S     -  CASH AZ MK                               041 31 45.8
 GV1152:UTM  18      -  CASH AZ MK                               043 39 26.5
 GV1152
 GV1152|---------------------------------------------------------------------|
 GV1152| PID    Reference Object                     Distance      Geod. Az  |
 GV1152|                                                           dddmmss.s |
 GV1152| DC9059 CASH AZ MK                                         0424255.5 |
 GV1152| GV1153 CASH RM 1                            44.153 METERS 14938     |
 GV1152| GV4764 BM NR STA CASH                       68.281 METERS 17849     |
 GV1152| GV1154 CASH RM 2                            30.556 METERS 29156     |
 GV1152| GV4766 SALUDA ANTIOCH BAP CH SPIRE         APPROX. 9.2 KM 3322238.1 |
 GV1152|---------------------------------------------------------------------|
 GV1152
 GV1152                          SUPERSEDED SURVEY CONTROL
 GV1152
 GV1152  NAD 83(1986)-  37 32 05.75665(N)    076 32 45.10194(W) AD(       ) 1
 GV1152  NAD 27      -  37 32 05.25900(N)    076 32 46.28200(W) AD(       ) 1
 GV1152  NGVD 29 (??/??/??)   29.455  (m)           96.64   (f) ADJUSTED    3 0
 GV1152
 GV1152.Superseded values are not recommended for survey control.
 GV1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1152.See file dsdata.txt to determine how the superseded data were derived.
 GV1152
 GV1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6342155340(NAD 83)
 GV1152_MARKER: DS = TRIANGULATION STATION DISK
 GV1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1152_SP_SET: CONCRETE POST
 GV1152_STAMPING: CASH 1942
 GV1152_MARK LOGO: CGS   
 GV1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1152+STABILITY: SURFACE MOTION
 GV1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1152+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV1152
 GV1152  HISTORY     - Date     Condition        Report By
 GV1152  HISTORY     - 1942     MONUMENTED       CGS
 GV1152  HISTORY     - 1944     GOOD             CGS
 GV1152  HISTORY     - 1961     GOOD             CGS
 GV1152  HISTORY     - 1961     GOOD             CGS
 GV1152  HISTORY     - 1988     GOOD             USPSQD
 GV1152  HISTORY     - 19910417 GOOD             NOS
 GV1152  HISTORY     - 19970218 GOOD             USPSQD
 GV1152  HISTORY     - 20020111 GOOD             USPSQD
 GV1152  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 GV1152  HISTORY     - 20060117 GOOD             USPSQD
 GV1152
 GV1152                          STATION DESCRIPTION
 GV1152
 GV1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV1152'STATION IS LOCATED AT THE CASH POST OFFICE WHICH IS AT THE
 GV1152'JUNCTION OF STATE HIGHWAY 198 AND COUNTY HIGHWAY 601 WHICH
 GV1152'IS 4.65 MILES SE OF GLENNS BY WAY OF COUNTY HIGHWAY 601,
 GV1152'ABOUT 200 FEET N OF THE POST OFFICE AND STORE, 87 FEET N
 GV1152'OF STATE HIGHWAY 189, 130 FEET W OF COUNTY HIGHWAY 601,
 GV1152'AND 20 FEET E OF A SIDE ROAD THAT ANGLES ACROSS THE CHURCHYARD.
 GV1152'
 GV1152'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV1152'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 GV1152'AND 11A.
 GV1152'
 GV1152'REFERENCE MARK NO. 1 IS ACROSS STATE HIGHWAY 189, PROJECTS
 GV1152'6 INCHES, AND IS STAMPED CASH NO. 1 1942.
 GV1152'
 GV1152'REFERENCE MARK NO. 2 IS 55 FEET N OF THE NW CORNER OF AN
 GV1152'OLD CHURCH BUILDING, PROJECTS 6 INCHES, AND IS STAMPED CASH
 GV1152'NO. 2 1942.
 GV1152'
 GV1152'AZIMUTH MARK IS ABOUT 6 FEET N OF A FARM ROAD, ABOUT 50 FEET
 GV1152'E OF A FARM GARAGE, PROJECTS 6 INCHES, AND IS STAMPED CASH
 GV1152'NO. 2 1942.
 GV1152'
 GV1152'TO REACH AZIMUTH MARK FROM THE STATION GO EASTERLY ON STATE HIGHWAY
 GV1152'189 FOR 0.4 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO 0.25 MILE
 GV1152'TO A FARMYARD AND THE AZIMUTH MARK ON THE RIGHT.
 GV1152'
 GV1152'A TRAVERSE CONNECTION WAS MADE TO A U.S. GEOLOGICAL SURVEY
 GV1152'BENCH MARK WHICH IS LOCATED ABOUT 25 FEET W OF THE POST OFFICE
 GV1152'AND STORE.  IT IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY
 GV1152'BENCH MARK DISK, STAMPED 97 FEET, SET IN THE TOP OF A 4-INCH
 GV1152'IRON PIPE THAT PROJECTS 10 INCHES.
 GV1152'
 GV1152'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV1152
 GV1152                          STATION RECOVERY (1944)
 GV1152
 GV1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV1152'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV1152'THE DISTANCE BETWEEN THE STATION AND THE REFERENCE MARKS WAS
 GV1152'MEASURED AND FOUND TO CHECK WITH THE ORIGINAL NOTES.  THE
 GV1152'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE ORIGINAL
 GV1152'DESCRIPTION IS ADEQUATE AND CORRECT.
 GV1152
 GV1152                          STATION RECOVERY (1961)
 GV1152
 GV1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV1152'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 GV1152'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED BUT IS
 GV1152'BELIEVED TO BE UNDER TRASH AND LUMBER FROM THE CHURCH WHEN
 GV1152'IT WAS TORN DOWN.  B.M. (USGS) WAS FOUND LEANING BADLY.
 GV1152'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 GV1152'OLD POST OFFICE BUILDING HAS BEEN ABANDONED AND THE NEW
 GV1152'POST OFFICE IS NOW ACROSS THE ROAD.  THE OLD CHURCH HAS BEEN
 GV1152'TORN DOWN.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GV1152'
 GV1152'STATION IS LOCATED IN THE COMMUNITY OF CASH IN THE V FORM
 GV1152'BY STATE HIGHWAYS 198 AND 601, WHICH IS ABOUT 4.7 MILES
 GV1152'SOUTHEAST OF GLENNS.  IT IS 124 FEET WEST OF THE WEST FACE
 GV1152'OF THE PORCH OF A HOUSE OWNED BY MARY MASON, WHICH IS NOW
 GV1152'THE CASH POST OFFICE, 87 FEET NORTH OF HIGHWAY 198 AND
 GV1152'ABOUT 130 FEET WEST OF HIGHWAY 601 AND 2.5 FEET SOUTH OF A
 GV1152'CGS WITNESS SIGN.  THE MARK PROJECTS ABOUT 6 INCHES AND
 GV1152'THE DISK IS STAMPED CASH 1942.  (NOTE 1A, 7A).
 GV1152'
 GV1152'REFERENCE MARK NO. 1 IS 55 FEET SOUTH OF HIGHWAY 198 AND
 GV1152'ABOUT 100 FEET EAST OF THE OLD POST OFFICE BUILDING.  THE
 GV1152'MARK IS ABOUT 4 INCHES ABOVE THE GROUND AND THE DISK IS
 GV1152'STAMPED CASH NO 1 1942.  (NOTE 11A)
 GV1152'
 GV1152'B.M. (USGS) IS 25 FEET WEST OF THE OLD POST OFFICE AND STORE
 GV1152'BUILDING.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY PIPE AND
 GV1152'CAP MARK STAMPED 97 AND PROJECTS ABOUT 1 FOOT.
 GV1152
 GV1152                          STATION RECOVERY (1961)
 GV1152
 GV1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1152'AT CASH.
 GV1152'THE MARK IS 124 FEET WEST OF THE WEST FACE OF THE PORCH OF
 GV1152'A HOUSE OWNED BY MARY MASON (NOW POST OFFICE), 87 FEET NORTH OF
 GV1152'THE CENTER OF HIGHWAY 198, 130 FEET WEST OF THE CENTER OF HIGHWAY
 GV1152'601 AND 2.5 FEET SOUTH OF A CGS WITNESS SIGN.
 GV1152'NOTE--CHURCH HAS BEEN REMOVED AND THE POST OFFICE MOVED ACROSS THE
 GV1152'ROAD.
 GV1152
 GV1152                          STATION RECOVERY (1988)
 GV1152
 GV1152'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV1152'RECOVERED IN GOOD CONDITION.
 GV1152
 GV1152                          STATION RECOVERY (1991)
 GV1152
 GV1152'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV1152'STATION IS LOCATED IN THE COMMUNITY OF CASH IN THE V FORMED BY
 GV1152'STATE HIGHWAYS 198 AND 601 WHICH IS ABOUT 4.7 MI (7.56 KM) SE ALONG
 GV1152'HIGHWAY 198 FROM GLENNS COMMUNITY.  THE HOUSE USED IN THE PREVIOUS
 GV1152'DESCRIPTION IS NOW GONE AS IS THE POST OFFICE.  THE CORNER LOT IS NOW
 GV1152'HEAVILY WOODED.  THE STATION IS 87 FT (26.52 M) SOUTH OF HIGHWAY 198
 GV1152'AND ABOUT 130 FEET WEST OF HIGHWAY 601.
 GV1152'$
 GV1152'THE STATION IS STAMPED---CASH 1942---AND PROJECTS ABOUT 6 IN.
 GV1152'$
 GV1152'DESCRIBED BY R.J. HALL.
 GV1152
 GV1152                          STATION RECOVERY (1997)
 GV1152
 GV1152'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1152'RECOVERED IN GOOD CONDITION.
 GV1152
 GV1152                          STATION RECOVERY (2002)
 GV1152
 GV1152'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1152'STATION FOUND IN GOOD CONDITION, CASH RM1 DESTROYED, CASH RM2 IS IN
 GV1152'POOR CONDITION AND AZ MARK NOT FOUND.
 GV1152
 GV1152                          STATION RECOVERY (2004)
 GV1152
 GV1152'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 GV1152'MARK NOT FOUND.
 GV1152
 GV1152                          STATION RECOVERY (2006)
 GV1152
 GV1152'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5386 ***********************************************************************
 HV5386  DESIGNATION -  CASH
 HV5386  PID         -  HV5386
 HV5386  STATE/COUNTY-  VA/KING GEORGE
 HV5386  USGS QUAD   -  KING GEORGE (1982)
 HV5386
 HV5386                         *CURRENT SURVEY CONTROL
 HV5386  ___________________________________________________________________
 HV5386* NAD 83(1993)-  38 18 35.57924(N)    077 13 45.22321(W)     ADJUSTED  
 HV5386* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 HV5386  ___________________________________________________________________
 HV5386  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 HV5386  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HV5386
 HV5386  HORZ ORDER  -  FIRST
 HV5386
 HV5386.The horizontal coordinates were established by classical geodetic methods
 HV5386.and adjusted by the National Geodetic Survey in November 1994..
 HV5386
 HV5386.The orthometric height was scaled from a topographic map.
 HV5386
 HV5386.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5386
 HV5386.The geoid height was determined by GEOID03.
 HV5386
 HV5386;                    North         East     Units Scale Factor Converg.
 HV5386;SPC VA N     - 2,072,164.786 3,611,135.973   MT  0.99996271   +0 47 35.2
 HV5386;SPC VA N     - 6,798,427.30 11,847,535.27   sFT  0.99996271   +0 47 35.2
 HV5386;SPC MD       -    71,425.074   379,951.354   MT  0.99999830   -0 08 37.9
 HV5386;SPC MD       -   234,333.76  1,246,557.07   sFT  0.99999830   -0 08 37.9
 HV5386;UTM  18      - 4,242,549.258   305,094.635   MT  1.00006786   -1 22 56.5
 HV5386
 HV5386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5386!SPC VA N     -   0.99999436  x   0.99996271  =   0.99995707
 HV5386!SPC MD       -   0.99999436  x   0.99999830  =   0.99999266
 HV5386!UTM  18      -   0.99999436  x   1.00006786  =   1.00006222
 HV5386
 HV5386:                Primary Azimuth Mark                     Grid Az
 HV5386:SPC VA N     -  CASH RM 1                                084 06 09.2
 HV5386:SPC MD       -  CASH RM 1                                085 02 22.3
 HV5386:UTM  18      -  CASH RM 1                                086 16 40.9
 HV5386
 HV5386|---------------------------------------------------------------------|
 HV5386| PID    Reference Object                     Distance      Geod. Az  |
 HV5386|                                                           dddmmss.s |
 HV5386| DC6787 CASH RM 1                                          0845344.4 |
 HV5386| DC6788 CASH RM 2                            29.572 METERS 20245     |
 HV5386| HV5458 BRENT POINT                         APPROX.12.1 KM 3233350.8 |
 HV5386| DC6789 CASH RM 3                            28.314 METERS 34452     |
 HV5386|---------------------------------------------------------------------|
 HV5386
 HV5386                          SUPERSEDED SURVEY CONTROL
 HV5386
 HV5386  NAD 83(1993)-  38 18 35.58166(N)    077 13 45.23016(W) AD(       ) 1
 HV5386  NAD 83(1986)-  38 18 35.58031(N)    077 13 45.23840(W) AD(       ) 1
 HV5386  NAD 27      -  38 18 35.12400(N)    077 13 46.31400(W) AD(       ) 1
 HV5386
 HV5386.Superseded values are not recommended for survey control.
 HV5386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5386.See file dsdata.txt to determine how the superseded data were derived.
 HV5386
 HV5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0509542549(NAD 83)
 HV5386_MARKER: DS = TRIANGULATION STATION DISK
 HV5386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5386
 HV5386  HISTORY     - Date     Condition        Report By
 HV5386  HISTORY     - 1934     MONUMENTED       CGS
 HV5386  HISTORY     - 1961     GOOD             CGS
 HV5386  HISTORY     - 1964     GOOD             CGS
 HV5386  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 HV5386  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5386
 HV5386                          STATION DESCRIPTION
 HV5386
 HV5386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5386'THE STATION IS LOCATED ON THE PROPERTY OF MRS. A. LEWIS ON
 HV5386'A HILL, ABOUT 200 YARDS NE OF F.H. HENDERSONS STORE, ABOUT
 HV5386'50 YARDS NE OF THE HOME OF EARNEST ROLLINS, 27.08 METERS NNW
 HV5386'OF THE NW CORNER OF THE PEOPLES UNION BAPTIST CHURCH (COLORED),
 HV5386'6.12 METERS N OF THE CENTER LINE OF A DIRT ROAD.
 HV5386'
 HV5386'SURFACE, UNDERGROUD, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HV5386'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 HV5386'AND 11A.
 HV5386'
 HV5386'REFERENCE MARK NO. 1, AZIMUTH MARK, IS ABOUT 0.2 MILE ENE OF
 HV5386'THE STATION, ABOUT 150 PACES E OF A TWO-STORY FRAME HOUSE,
 HV5386'96 PACES E OF A 10-INCH LONE CEDAR, 37 PACES NW OF A 12-INCH
 HV5386'PINE TREE, AND IN AN UNCULTIVATED FIELD.  REFERENCE MARK NO. 2
 HV5386'IS 29.572 METERS SW OF STATION, 22.59 METERS W OF THE NW
 HV5386'CORNER OF THE PEOPLES UNION BAPTIST CHURCH, 8.89 METERS NE OF
 HV5386'A 12-INCH LOCUST TREE, 4.70 METERS W OF THE CENTER LINE OF
 HV5386'A DIRT ROAD, AND 1 METER E OF A FENCE LINE.  REFERENCE MARK
 HV5386'NO. 3 IS 28.314 METERS NW OF THE STATION, 2.85 METERS W OF
 HV5386'THE CENTER LINE OF A DIRT ROAD, AND 1.75 METERS E OF A FENCE
 HV5386'LINE.
 HV5386'
 HV5386'TO REACH THE STATION FROM FREDERICKSBURG GO E ON STATE HIGHWAY
 HV5386'3 FOR ABOUT 0.4 MILE TO THE JUNCTION OF HIGHWAY 218, TURN
 HV5386'LEFT ON STATE HIGHWAY 218 AND CONTINUE FOR ABOUT 15.0 MILES
 HV5386'TO THE STORE OF F.H. HENDERSON, TAKE LEFT AT STORE FOR ABOUT
 HV5386'200 YARDS, TURN RIGHT FOR ABOUT 100 YARDS TO THE STATION
 HV5386'ON THE N SIDE OF THE ROAD.
 HV5386'
 HV5386'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 HV5386
 HV5386                          STATION RECOVERY (1961)
 HV5386
 HV5386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 HV5386'STATION MARKS, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 HV5386'CONDITION.  REFERENCE MARK NO 3 WAS NOT RECOVERED.  IT IS BENEATH A
 HV5386'LARGE AREA OF DEBRIS AND WILL REQUIRE EXTENSIVE DIGGING TO BE
 HV5386'UNCOVERED.  THE DISTANCE TO R.M. NO 2 WAS VERIFIED.  R.M. NO 1
 HV5386'( AZ. MK. ) IS NOT VISIBLE FROM THE STATION ON THE GROUND.
 HV5386'
 HV5386'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 HV5386'STATION MARK IS 94.6 FT. SW OF THE NW CORNER OF CHURCH, 88.7 FT. W
 HV5386'OF THE SW CORNER AND 87.4 FT. FROM THE OUTER FACE OF CHIMNEY ON
 HV5386'NORTHWESTERLY SIDE OF CHURCH.
 HV5386'
 HV5386'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NE ON 218 0.1 MILES,
 HV5386'TURN RIGHT AND GO 0.2 MILES ( 0.1 MILE PAST FARM HOUSE ) TO MARK 6
 HV5386'FT. N OF THE CENTER LINE OF DIM WOODS ROAD.
 HV5386'
 HV5386'MR. ANDREW BLOXOM, OWNER OF THE PROPERTY, KNOWS THE LOCATION OF THE
 HV5386'MARK.
 HV5386
 HV5386                          STATION RECOVERY (1964)
 HV5386
 HV5386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5386'STATION AND REFERENCE MARKS NO. 2 AND 3 WERE RECOVERED AS DESCRIBED
 HV5386'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1, AZIMUTH
 HV5386'MARK, WAS NOT RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5386'EXCEPT THE DIRT ROAD AT STATION SITE IS NO LONGER USED AND HAS GROWN
 HV5386'UP WITH SMALL TREES AND BRUSH.  FROM THE INTERSECTION, AT THE NOW
 HV5386'ABANDONED STORE OF F.H. HENDERSON CONTINUE ON STATE HIGHWAY 218
 HV5386'FOR 0.1 MILE TO CHURCH AND STATION ON LEFT.  A STEEL WITNESS POST
 HV5386'WAS SET 0.5 FOOT NORTHEAST OF STATION MARK.
 HV5386
 HV5386                          STATION RECOVERY (1998)
 HV5386
 HV5386'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5386'MARK NOT FOUND.
 HV5386
 HV5386                          STATION RECOVERY (2003)
 HV5386
 HV5386'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1154 ***********************************************************************
 GV1154  DESIGNATION -  CASH RM 2
 GV1154  PID         -  GV1154
 GV1154  STATE/COUNTY-  VA/GLOUCESTER
 GV1154  USGS QUAD   -  SALUDA (1986)
 GV1154
 GV1154                         *CURRENT SURVEY CONTROL
 GV1154  ___________________________________________________________________
 GV1154* NAD 83(1986)-  37 32 06.     (N)    076 32 45.     (W)     SCALED    
 GV1154* NAVD 88     -        29.273  (meters)      96.04   (feet)  ADJUSTED  
 GV1154  ___________________________________________________________________
 GV1154  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 GV1154  DYNAMIC HT  -          29.253 (meters)      95.97  (feet)  COMP
 GV1154  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 GV1154
 GV1154  VERT ORDER  -  THIRD
 GV1154
 GV1154.The horizontal coordinates were scaled from a topographic map and have
 GV1154.an estimated accuracy of +/- 6 seconds.
 GV1154
 GV1154.The orthometric height was determined by differential leveling
 GV1154.and adjusted by the National Geodetic Survey in June 1991..
 GV1154
 GV1154.The geoid height was determined by GEOID03.
 GV1154
 GV1154.The dynamic height is computed by dividing the NAVD 88
 GV1154.geopotential number by the normal gravity value computed on the
 GV1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1154.degrees latitude (g = 980.6199 gals.).
 GV1154
 GV1154.The modeled gravity was interpolated from observed gravity values.
 GV1154
 GV1154;                    North         East    Units  Estimated Accuracy
 GV1154;SPC VA S     - 1,135,140.    3,672,700.      MT  (+/- 180 meters Scaled)
 GV1154
 GV1154                          SUPERSEDED SURVEY CONTROL
 GV1154
 GV1154  NGVD 29 (??/??/??)   29.655  (m)           97.29   (f) ADJUSTED    3 0
 GV1154
 GV1154.Superseded values are not recommended for survey control.
 GV1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1154.See file dsdata.txt to determine how the superseded data were derived.
 GV1154
 GV1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG634553(NAD 83)
 GV1154_MARKER: DR = REFERENCE MARK DISK
 GV1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1154_STAMPING: CASH NO 2 1942
 GV1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1154+STABILITY: SURFACE MOTION
 GV1154
 GV1154  HISTORY     - Date     Condition        Report By
 GV1154  HISTORY     - 1942     MONUMENTED       CGS
 GV1154  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1154  HISTORY     - 19970218 POOR             USPSQD
 GV1154  HISTORY     - 20020111 POOR             USPSQD
 GV1154  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 GV1154
 GV1154                          STATION DESCRIPTION
 GV1154
 GV1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1154'IN CASH.
 GV1154'100 FEET WEST-NORTHWEST OF TRIANGULATION STATION CASH DESCRIBED
 GV1154'ABOVE, AND 55 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD CHURCH
 GV1154'BUILDING (NOW REMOVED.)  A STANDARD REFERENCE-MARK DISK, STAMPED
 GV1154'CASH NO 2 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV1154'6 INCHES ABOVE GROUND.
 GV1154
 GV1154                          STATION RECOVERY (1997)
 GV1154
 GV1154'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1154'MARK RECOVERED IN POOR CONDITION.
 GV1154
 GV1154                          STATION RECOVERY (2002)
 GV1154
 GV1154'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1154'MARK RECOVERED IN POOR CONDITION.
 GV1154
 GV1154                          STATION RECOVERY (2004)
 GV1154
 GV1154'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 GV1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1216 ***********************************************************************
 FX1216  DESIGNATION -  CAS=M 11
 FX1216  PID         -  FX1216
 FX1216  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1216  USGS QUAD   -  BOYKINS (1979)
 FX1216
 FX1216                         *CURRENT SURVEY CONTROL
 FX1216  ___________________________________________________________________
 FX1216* NAD 83(1993)-  36 35 47.01015(N)    077 10 54.30374(W)     ADJUSTED  
 FX1216* NAVD 88     -        18.250  (meters)      59.88   (feet)  POSTED    
 FX1216  ___________________________________________________________________
 FX1216  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FX1216  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FX1216  DYNAMIC HT  -          18.240 (meters)      59.84  (feet)  COMP
 FX1216  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 FX1216
 FX1216  HORZ ORDER  -  SECOND
 FX1216  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1216
 FX1216.The horizontal coordinates were established by classical geodetic methods
 FX1216.and adjusted by the National Geodetic Survey in September 1995..
 FX1216
 FX1216.The orthometric height was determined by differential leveling
 FX1216.and adjusted by the National Geodetic Survey in 1992..
 FX1216.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1216.rate of 0.0 thru 1.0 mm/km.
 FX1216
 FX1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1216
 FX1216.The geoid height was determined by GEOID03.
 FX1216
 FX1216.The dynamic height is computed by dividing the NAVD 88
 FX1216.geopotential number by the normal gravity value computed on the
 FX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1216.degrees latitude (g = 980.6199 gals.).
 FX1216
 FX1216.The modeled gravity was interpolated from observed gravity values.
 FX1216
 FX1216;                    North         East     Units Scale Factor Converg.
 FX1216;SPC VA S     - 1,030,016.581 3,617,957.148   MT  1.00003527   +0 48 00.3
 FX1216;SPC VA S     - 3,379,312.73 11,869,914.41   sFT  1.00003527   +0 48 00.3
 FX1216;SPC NC       -   317,272.123   772,313.040   MT  1.00014833   +1 02 58.0
 FX1216;SPC NC       - 1,040,916.96  2,533,830.37   sFT  1.00014833   +1 02 58.0
 FX1216;UTM  18      - 4,052,316.135   304,841.403   MT  1.00006926   -1 18 04.0
 FX1216
 FX1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1216!SPC VA S     -   1.00000259  x   1.00003527  =   1.00003786
 FX1216!SPC NC       -   1.00000259  x   1.00014833  =   1.00015092
 FX1216!UTM  18      -   1.00000259  x   1.00006926  =   1.00007185
 FX1216
 FX1216|---------------------------------------------------------------------|
 FX1216| PID    Reference Object                     Distance      Geod. Az  |
 FX1216|                                                           dddmmss.s |
 FX1216| DC8143 CAS RM=L 11                          22.899 METERS 03616     |
 FX1216| FX1219 CAP=K 11                            APPROX. 1.4 KM 0662440.8 |
 FX1216| FX4108 CAT                                 383.995 METERS 23747     |
 FX1216|---------------------------------------------------------------------|
 FX1216
 FX1216                          SUPERSEDED SURVEY CONTROL
 FX1216
 FX1216  NAD 83(1986)-  36 35 47.01584(N)    077 10 54.31947(W) AD(       ) 2
 FX1216  NAD 27      -  36 35 46.47910(N)    077 10 55.44260(W) AD(       ) 2
 FX1216  NGVD 29 (??/??/92)   18.596  (m)           61.01   (f) ADJ UNCH    1 2
 FX1216
 FX1216.Superseded values are not recommended for survey control.
 FX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1216.See file dsdata.txt to determine how the superseded data were derived.
 FX1216
 FX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0484152316(NAD 83)
 FX1216_MARKER: DS = TRIANGULATION STATION DISK
 FX1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1216_STAMPING: CAS 1918 ELEV 60.994 FT
 FX1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1216+STABILITY: SURFACE MOTION
 FX1216
 FX1216  HISTORY     - Date     Condition        Report By
 FX1216  HISTORY     - 1918     MONUMENTED       CGS
 FX1216  HISTORY     - 1934     GOOD             CGS
 FX1216  HISTORY     - 1934     GOOD             CGS
 FX1216  HISTORY     - 1953     GOOD             NGS
 FX1216  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1216
 FX1216                          STATION DESCRIPTION
 FX1216
 FX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1216'STATION IS ABOUT 1-1/8 MILES E OF THE SEABOARD AIR LINE
 FX1216'RAILWAY STATION AT BOYKINS, ABOUT 980 YARDS W OF MILEPOST
 FX1216'52, 1.660 METERS (5.45 FEET) N OF THE N RAIL, AT THE EDGE
 FX1216'OF A SLOPE LEADING FROM THE TRACK, AND AT THE SAME LEVEL
 FX1216'AS THE TRACK.  THE UNDERGROUND MARK IS A NAIL IN CONCRETE
 FX1216'AS DESCRIBED.  THE SURFACE AND REFERENCE MARKS
 FX1216'ARE BRONZE TABLETS SET IN CONCRETE, AS DESCRIBED IN NOTES
 FX1216'THE REFERENCE MARK IS 22.899 METERS (75.13 FEET)
 FX1216'FROM THE STATION N 36 DEG 16 MIN E.
 FX1216
 FX1216                          STATION RECOVERY (1934)
 FX1216
 FX1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1216'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX1216
 FX1216                          STATION RECOVERY (1934)
 FX1216
 FX1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX1216'ABOUT 1.2 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1216'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 0.2 MILE
 FX1216'NE OF MILEPOST 53, 216 FEET E OF THE CENTER OF A BRICK ARCH
 FX1216'CULVERT, 52 FEET W OF THE W END OF A SMALL CUT, 6 FEET N
 FX1216'OF THE N RAIL, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 FX1216'BRONZE TRIANGULATION STATION DISK, STAMPED ELEV. 60.994
 FX1216'FT. CAS M 11 1918, SET IN THE TOP OF A CONCRETE POST.  (18.596
 FX1216'METERS OR 61.010 FEET.)
 FX1216'
 FX1216'THE RM IS ABOUT 1.2 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1216'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 0.2 MILE
 FX1216'NE OF MILEPOST 53, 281 FEET E OF THE CENTER OF A BRICK ARCH
 FX1216'CULVERT, AT THE E END OF A LONG FILL, AT THE W END OF A
 FX1216'SMALL CUT, 42 FEET N OF THE N RAIL, 9 FEET SE OF A 32-INCH
 FX1216'PINE TREE, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A BRONZE
 FX1216'REFERENCE MARK DISK, STAMPED CAS L 11 1918, SET IN THE TOP
 FX1216'OF A CONCRETE POST.  (19.497 METERS OR 63.966 FEET.)
 FX1216
 FX1216                          STATION RECOVERY (1953)
 FX1216
 FX1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1216'1.3 MI NE FROM BOYKINS.
 FX1216'1.3 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1216'THE STATION AT BOYKINS, 295 YARDS NORTHEAST OF MILE POST 53,
 FX1216'75 FEET SOUTH-SOUTHWEST OF BM L 11 = R.M. CAS, 6.3 FEET
 FX1216'NORTH-NORTHWEST OF NORTH-NORTHWEST RAIL, 70 YARDS NORTHEAST OF
 FX1216'CENTER OF A LOW BRICK CULVERT UNDER TRACK, 20 YARDS SOUTHWEST
 FX1216'OF NORTHEAST END OF A LONG FILL AND THE SOUTHWEST END OF A
 FX1216'SHORT LOW CUT, 105-1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 FX1216'NO. 1570 E 4, 1-1/2 FEET BELOW TOP OF RAIL AND SET IN THE
 FX1216'TOP OF A CONCRETE POST 8 INCHES BELOW SURFACE OF GROUND.
 FX1216
 FX1216                          STATION RECOVERY (1978)
 FX1216
 FX1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1216'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3917 ***********************************************************************
 GV3917  DESIGNATION -  CAST
 GV3917  PID         -  GV3917
 GV3917  STATE/COUNTY-  VA/C OF POQUOSON
 GV3917  USGS QUAD   -  POQUOSON EAST (1979)
 GV3917
 GV3917                         *CURRENT SURVEY CONTROL
 GV3917  ___________________________________________________________________
 GV3917* NAD 83(1993)-  37 07 36.73928(N)    076 17 50.96194(W)     ADJUSTED  
 GV3917* NAVD 88     -                                                        
 GV3917  ___________________________________________________________________
 GV3917  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 GV3917  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 GV3917
 GV3917  HORZ ORDER  -  THIRD
 GV3917
 GV3917.The horizontal coordinates were established by classical geodetic methods
 GV3917.and adjusted by the National Geodetic Survey in September 1995..
 GV3917
 GV3917
 GV3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3917
 GV3917.The geoid height was determined by GEOID03.
 GV3917
 GV3917;                    North         East     Units Scale Factor Converg.
 GV3917;SPC VA S     - 1,090,345.327 3,695,696.210   MT  0.99995417   +1 20 12.3
 GV3917;SPC VA S     - 3,577,241.29 12,124,963.32   sFT  0.99995417   +1 20 12.3
 GV3917;UTM  18      - 4,109,734.607   384,743.888   MT  0.99976364   -0 46 59.6
 GV3917
 GV3917                          SUPERSEDED SURVEY CONTROL
 GV3917
 GV3917  NAD 83(1986)-  37 07 36.74391(N)    076 17 50.99791(W) AD(       ) 4
 GV3917  NAD 27      -  37 07 36.22700(N)    076 17 52.20100(W) AD(       ) 3
 GV3917
 GV3917.Superseded values are not recommended for survey control.
 GV3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3917.See file dsdata.txt to determine how the superseded data were derived.
 GV3917
 GV3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8474409735(NAD 83)
 GV3917_MARKER: 57 = LOOKOUT TOWER
 GV3917
 GV3917  HISTORY     - Date     Condition        Report By
 GV3917  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV3917  HISTORY     - 1952     GOOD             CGS
 GV3917
 GV3917                          STATION DESCRIPTION
 GV3917
 GV3917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV3917'THIS STATION IS THE CENTER OF THE TOP OF A STEEL OBSERVATION
 GV3917'TOWER ON THE ARMY BOMBING GROUNDS ABOUT 0.3 MILE W OF PLUMTREE
 GV3917'POINT AND APPROXIMATELY 1.2 MILES N OF NORTHEND POINT.  THIS
 GV3917'TOWER IS THE MOST N OF THREE SIMILAR TOWERS.
 GV3917'
 GV3917'THIS STATION WAS FIRST LOCATED BY RADIAL PLOT IN 1944, UNDER
 GV3917'THE NAME OF TOWER NO. 1.
 GV3917'
 GV3917'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 80 FEET.
 GV3917
 GV3917                          STATION RECOVERY (1952)
 GV3917
 GV3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV3917'THIS STATION WAS RECOVERED AS DESCRIBED.  THERE ARE NOW ONLY
 GV3917'TWO TOWERS, STATION BAKE HAS BEEN REMOVED.  THIS STATION
 GV3917'IS NOW THE N OF TWO OBSERVING TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8366 ***********************************************************************
 HV8366  DESIGNATION -  CASTLE
 HV8366  PID         -  HV8366
 HV8366  STATE/COUNTY-  VA/FAIRFAX
 HV8366  USGS QUAD   -  FAIRFAX (1994)
 HV8366
 HV8366                         *CURRENT SURVEY CONTROL
 HV8366  ___________________________________________________________________
 HV8366* NAD 83(1993)-  38 48 28.59578(N)    077 22 21.67314(W)     ADJUSTED  
 HV8366* NAVD 88     -       108.398  (meters)     355.64   (feet)  ADJUSTED  
 HV8366  ___________________________________________________________________
 HV8366  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HV8366  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8366  DYNAMIC HT  -         108.338 (meters)     355.44  (feet)  COMP
 HV8366  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 HV8366
 HV8366  HORZ ORDER  -  SECOND
 HV8366  VERT ORDER  -  THIRD
 HV8366
 HV8366.The horizontal coordinates were established by classical geodetic methods
 HV8366.and adjusted by the National Geodetic Survey in November 1994..
 HV8366
 HV8366.The orthometric height was determined by differential leveling
 HV8366.and adjusted by the National Geodetic Survey in September 2004..
 HV8366.No vertical observational check was made to the station.
 HV8366
 HV8366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8366
 HV8366.The geoid height was determined by GEOID03.
 HV8366
 HV8366.The dynamic height is computed by dividing the NAVD 88
 HV8366.geopotential number by the normal gravity value computed on the
 HV8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8366.degrees latitude (g = 980.6199 gals.).
 HV8366
 HV8366.The modeled gravity was interpolated from observed gravity values.
 HV8366
 HV8366;                    North         East     Units Scale Factor Converg.
 HV8366;SPC VA N     - 2,127,282.301 3,597,911.548   MT  0.99995389   +0 42 12.9
 HV8366;SPC VA N     - 6,979,258.68 11,804,148.14   sFT  0.99995389   +0 42 12.9
 HV8366;UTM  18      - 4,298,138.481   293,977.842   MT  1.00012270   -1 29 15.0
 HV8366
 HV8366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8366!SPC VA N     -   0.99998798  x   0.99995389  =   0.99994187
 HV8366!UTM  18      -   0.99998798  x   1.00012270  =   1.00011068
 HV8366
 HV8366                          SUPERSEDED SURVEY CONTROL
 HV8366
 HV8366  NAD 83(1993)-  38 48 28.59483(N)    077 22 21.67880(W) AD(       ) 2
 HV8366  NAD 83(1986)-  38 48 28.59534(N)    077 22 21.68658(W) AD(       ) 2
 HV8366  NGVD 29 (01/12/90)  109.     (m)          358.     (f) VERT ANG       
 HV8366
 HV8366.Superseded values are not recommended for survey control.
 HV8366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8366.See file dsdata.txt to determine how the superseded data were derived.
 HV8366
 HV8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9397898138(NAD 83)
 HV8366_MARKER: DD = SURVEY DISK
 HV8366_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8366_SP_SET: IRREGULAR CONCRETE MASS
 HV8366_STAMPING: CASTLE 1969
 HV8366_MARK LOGO: VA-059
 HV8366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8366+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 HV8366
 HV8366  HISTORY     - Date     Condition        Report By
 HV8366  HISTORY     - 1969     MONUMENTED       VA-059
 HV8366  HISTORY     - 1969     GOOD             VA-059
 HV8366  HISTORY     - 1977     GOOD             VA-059
 HV8366  HISTORY     - 19920120 GOOD             MSI
 HV8366  HISTORY     - 20050131 GOOD             ENGGRO
 HV8366
 HV8366                          STATION DESCRIPTION
 HV8366
 HV8366'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8366'THE STATION IS 2.0 MILES NORTH NORTHEAST OF THE TOWN OF CLIFTON.
 HV8366'
 HV8366'TO REACH THE STATION FROM CLIFTON PROCEED NORTHEAST ON NEWMAN ROAD,
 HV8366'ROUTE 659, 2.0 MILES TO INTERSECTION COLCHESTER ROAD, ROUTE 612, THEN
 HV8366'LEFT (NORTHWEST) ON SAME APPROXIMATELY 900 FEET TO STATION ON RIGHT,
 HV8366'2.3 FEET SOUTH OF POWER POLE 47-12-22, 34 FEET EAST OF C AND P POLE
 HV8366'36, 5.4 FEET EAST OF A FENCE LINE, SET IN A CONCRETE MASS.
 HV8366'
 HV8366'STATION IS STANDARD FAIRFAX COUNTY DISK STAMPED---CASTLE 1969---.
 HV8366
 HV8366                          STATION RECOVERY (1969)
 HV8366
 HV8366'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8366'RECOVERED IN GOOD CONDITION.
 HV8366
 HV8366                          STATION RECOVERY (1977)
 HV8366
 HV8366'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8366'THE STATION WAS RECOVERED IN GOOD CONDITION.  POLE 22 THAT WAS
 HV8366'MENTIONED IN THE 1969 DESCRIPTION HAS BEEN RENUMBERED TO 36. ALL
 HV8366'OTHER INFORMATION IN THE ORIGINAL DESCRIPTION IS CORRECT.
 HV8366
 HV8366                          STATION RECOVERY (1992)
 HV8366
 HV8366'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8366'STATION IS 2.0 MILES (3.2 KM) NORTH-NORTHEAST OF THE TOWN OF CLIFTON.
 HV8366'TO REACH THE STATION FROM CLIFTON PROCEED NORTHEAST ON NEWMAN ROAD,
 HV8366'ROUTE 659, 2.0 MILES (3.2 KM) TO INTERSECTION COLCHESTER ROAD, ROUTE
 HV8366'612, THEN LEFT (NORTHWEST) ON SAME APPROXIMATELY 900 FEET (274.3 M)
 HV8366'TO STATION ON RIGHT, 2.3 FEET (0.7 M) SOUTH OF POWER POLE 47-12-36,
 HV8366'34 FEET (10.4 M) EAST OF C AND P POLE 36, 5.4 FEET (1.6 M) EAST OF A
 HV8366'FENCE LINE, SET IN A CONCRETE MASS.
 HV8366
 HV8366                          STATION RECOVERY (2005)
 HV8366
 HV8366'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BT)
 HV8366'THE SITE IS VERY OBSTRUCTED AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0159 ***********************************************************************
 FW0159  DESIGNATION -  CAT
 FW0159  PID         -  FW0159
 FW0159  STATE/COUNTY-  VA/ACCOMACK
 FW0159  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0159
 FW0159                         *CURRENT SURVEY CONTROL
 FW0159  ___________________________________________________________________
 FW0159* NAD 83(1993)-  37 54 03.29837(N)    075 19 57.48133(W)     ADJUSTED  
 FW0159* NAVD 88     -         2.855  (meters)       9.37   (feet)  ADJUSTED  
 FW0159  ___________________________________________________________________
 FW0159  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FW0159  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0159  DYNAMIC HT  -           2.853 (meters)       9.36  (feet)  COMP
 FW0159  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 FW0159
 FW0159  HORZ ORDER  -  SECOND
 FW0159  VERT ORDER  -  FIRST     CLASS I
 FW0159
 FW0159.The horizontal coordinates were established by classical geodetic methods
 FW0159.and adjusted by the National Geodetic Survey in November 1994..
 FW0159
 FW0159.The orthometric height was determined by differential leveling
 FW0159.and adjusted by the National Geodetic Survey in June 1991..
 FW0159
 FW0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0159
 FW0159.The geoid height was determined by GEOID03.
 FW0159
 FW0159.The dynamic height is computed by dividing the NAVD 88
 FW0159.geopotential number by the normal gravity value computed on the
 FW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0159.degrees latitude (g = 980.6199 gals.).
 FW0159
 FW0159.The modeled gravity was interpolated from observed gravity values.
 FW0159
 FW0159;                    North         East     Units Scale Factor Converg.
 FW0159;SPC VA S     - 1,178,640.403 3,778,516.048   MT  0.99998866   +1 55 20.5
 FW0159;SPC VA S     - 3,866,922.72 12,396,681.40   sFT  0.99998866   +1 55 20.5
 FW0159;UTM  18      - 4,194,873.707   470,756.359   MT  0.99961053   -0 12 15.6
 FW0159
 FW0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0159!SPC VA S     -   1.00000529  x   0.99998866  =   0.99999395
 FW0159!UTM  18      -   1.00000529  x   0.99961053  =   0.99961582
 FW0159
 FW0159:                Primary Azimuth Mark                     Grid Az
 FW0159:SPC VA S     -  CAT AZ MK                                022 51 41.7
 FW0159:UTM  18      -  CAT AZ MK                                024 59 17.8
 FW0159
 FW0159|---------------------------------------------------------------------|
 FW0159| PID    Reference Object                     Distance      Geod. Az  |
 FW0159|                                                           dddmmss.s |
 FW0159| DC7891 CAT AZ MK                                          0244702.2 |
 FW0159| FW0158 CAT RM 1                             20.441 METERS 19401     |
 FW0159| DC7892 CAT RM 2                             19.276 METERS 32852     |
 FW0159|---------------------------------------------------------------------|
 FW0159
 FW0159                          SUPERSEDED SURVEY CONTROL
 FW0159
 FW0159  NAD 83(1993)-  37 54 03.29527(N)    075 19 57.48459(W) AD(       ) 2
 FW0159  NAD 83(1986)-  37 54 03.29319(N)    075 19 57.51916(W) AD(       ) 2
 FW0159  NAD 27      -  37 54 02.85289(N)    075 19 58.80686(W) AD(       ) 2
 FW0159  NGVD 29 (??/??/??)    3.103  (m)           10.18   (f) ADJUSTED    1 1
 FW0159
 FW0159.Superseded values are not recommended for survey control.
 FW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0159.See file dsdata.txt to determine how the superseded data were derived.
 FW0159
 FW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG7075694874(NAD 83)
 FW0159_MARKER: DS = TRIANGULATION STATION DISK
 FW0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FW0159_STAMPING: CAT 1962
 FW0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0159
 FW0159  HISTORY     - Date     Condition        Report By
 FW0159  HISTORY     - 1962     MONUMENTED       CGS
 FW0159  HISTORY     - 1963     GOOD             CGS
 FW0159  HISTORY     - 1975     GOOD             NGS
 FW0159  HISTORY     - 20031015 MARK NOT FOUND   USPSQD
 FW0159
 FW0159                          STATION DESCRIPTION
 FW0159
 FW0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0159'THE STATION IS LOCATED ON ASSATEAGUE ISLAND AND 3.0 MILES
 FW0159'NORTH-NORTHEAST OF COAST GUARD STATION NUMBER 150, 2.0 MILES
 FW0159'SOUTHEAST OF CHINCOTEAGUE AND 1-1/4 MILE EAST OF ASSATEAGUE
 FW0159'LIGHT HOUSE.
 FW0159'
 FW0159'TO REACH THE STATION FROM COAST GUARD STATION NUMBER 150, FOLLOW
 FW0159'THE BEACH NORTHERLY FOR 3.19 MILE TO THE STATION AND STANDARD
 FW0159'METAL WITNESS POST AND MARKER.
 FW0159'
 FW0159'STATION IS A STANDARD DISK CLAMPED ON THE TOP OF A 5/8 ROD WHICH
 FW0159'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED
 FW0159'CAT 1962.  IT IS 200.0 FEET WEST OF THE APPROXIMATE HIGH
 FW0159'WATER LINE, 25.0 FEET EAST OF THE VEGETATION LINE AND 3.8
 FW0159'FEET SOUTHEAST OF STANDARD METAL WITNESS POST AND MARKER.
 FW0159'
 FW0159'REFERENCE MARK 1 IS A STANDARD DISK CLAMPED ON THE TOP OF A
 FW0159'5/8 ROD WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 FW0159'THE GROUND, STAMPED CAT NO 1 1962.  IT IS 40.0 FEET EAST-SOUTHEAST
 FW0159'OF EAST-SOUTHEAST CORNER OF A 20 FOOT SQUARE CLUMP OF BRUSH AND
 FW0159'0.7 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST AND
 FW0159'MARKER.
 FW0159'
 FW0159'REFERENCE MARK 2 IS A STANDARD DISK CLAMPED ON THE TOP OF A 5/8
 FW0159'ROD WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED CAT
 FW0159'NO 2 1962.  IT IS 5.0 FEET EAST OF THE VEGETATION LINE AND 0.7
 FW0159'FEET EAST-NORTHEAST OF STANDARD METAL WITNESS POST AND MARKER.
 FW0159'
 FW0159'AZIMUTH MARK IS A STANDARD DISK CLAMPED ON THE TOP OF A 5/8
 FW0159'ROD WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED CAT
 FW0159'AZIMUTH 1962.  NOTE THIS MARK IS A REFERENCE MARK DISK.  IT IS
 FW0159'180.0 FEET SOUTHEAST OF THE TIMBER LINE, 150.0 FEET NORTHWEST
 FW0159'OF THE SHOULDER OF THE SHORE AND 0.6 FEET SOUTH-SOUTHWEST OF
 FW0159'A STANDARD METAL WITNESS POST AND MARKER.
 FW0159'
 FW0159'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG
 FW0159'THE BEACH FOR 0.5 MILE TO THE AZIMUTH MARK AND A STANDARD
 FW0159'METAL WITNESS POST AND MARKER.
 FW0159'
 FW0159'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 FW0159
 FW0159                          STATION RECOVERY (1963)
 FW0159
 FW0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0159'1 MI NE FROM ASSATEAGUE ISLAND.
 FW0159'1.0 MILE NORTHEAST ALONG THE BEACH FROM THE RESTAURANT ON
 FW0159'ASSATEAGUE ISLAND, 213 FEET EAST OF A WOODEN FENCE LINE, 3.5
 FW0159'FEET SOUTHEAST OF A STEEL WITNESS POST, AND IS A DISK ON TOP
 FW0159'OF A COPPER COATED STEEL ROD PROJECTING 4 INCHES.
 FW0159
 FW0159                          STATION RECOVERY (1975)
 FW0159
 FW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0159'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW0159'IT IS NOW ABOUT 3.8 FEET SOUTHEAST OF THE ORIGINAL STEEL WITNESS
 FW0159'POST.  AT THIS TIME A 4-INCH DIAMETER POST WITH A FOUR BY FOUR
 FW0159'NAILED TO THE POST WAS SET 1 FOOT NORTH OF THE STATION MARK, THIS
 FW0159'FOUR BY FOUR NOW PROJECTS ABOUT 10 FEET ABOVE THE SAND LEVEL.
 FW0159'THE STATION MARK NOW IS ABOUT 6 INCHES BELOW THE SAND LEVEL.
 FW0159'
 FW0159'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0159'CONDITION.  IT WAS FOUND TO BE ABOUT 3 FEET BELOW THE SAND LEVEL AND
 FW0159'AT THIS TIME A FOUR BY SIX INCH POST WAS SET ON THIS MARK AND NOW
 FW0159'THIS POST PROJECTS ABOUT 4 FEET.
 FW0159'
 FW0159'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0159'CONDITION.  IT WAS FOUND TO BE ABOUT 6 FEET BELOW THE SAND LEVEL.
 FW0159'AT THIS TIME A FOUR BY SIX POST WAS SET ON THE TOP OF THIS MARK,
 FW0159'THE HOLE FILLED UP WITH ABOUT HALF FULL WITH SAND AND ANOTHER FOUR
 FW0159'BY FOUR POST ABOUT 12 FEET LONG WAS PLACED AGAINST THE FIRST POST
 FW0159'AND THE HOLE NOW FILLED UP WITH SAND.  THIS LEAVES ABOUT 9 FEET
 FW0159'OF THIS 4 X 4 PROJECTING ABOVE THE SAND LEVEL.
 FW0159'
 FW0159'THIS STATION SITE IS ON U. S. GOVERNMENT PROPERTY MANAGER BY THE
 FW0159'ASSATEAGUE WILDLIFE REFUGE.
 FW0159'
 FW0159'TO REACH THE STATION SITE FROM IN THE TOWN OF CHINCOTEAGUE, AT THE
 FW0159'INTERSECTIONS OF NORTH MAIN STREET AND MADDOX BLVD., AS PER SIGN,
 FW0159'ASSATEAGUE.  GO SOUTHEASTERLY FOLLOWING MADDOX BLVD., FOR 2.1 MILES
 FW0159'TO A GUARD GATE.  CONTINUE ON SOUTHEASTERLY PASSING OVER A BRIDGE
 FW0159'AND FOLLOWING THE PAVED ROAD SOUTHERLY FOR 1.0 MILE TO THE
 FW0159'ASSATEAGUE WILDLIFE REFUGE OFFICE ON THE LEFT.  (PERMISSION WILL BE
 FW0159'NEEDED FROM HERE TO GO TO THE STATION SITE.  IT MAYBE POSSIBLE TO
 FW0159'GET A KEY AND DRIVE TO THIS STATION.  AT THIS TIME I WALKED THE
 FW0159'LAST 0.7 MILE TO THE STATION.).  CONTINUE ON SOUTHERLY AND
 FW0159'EASTERLY FOLLOWING THE PAVED ROAD FOR 2.4 MILES TO THE BEACH
 FW0159'AHEAD, A PARKING AREA ON THE LEFT AND A RANGER STATION ON THE
 FW0159'RIGHT.  HERE TURN LEFT AND GO NORTHERLY FOR 0.2 MILE TO THE
 FW0159'NORTHEAST CORNER OF THE PARKING LOT AND THE END OF TRUCK TRAVEL AT
 FW0159'THIS TIME.  FROM HERE I WALKED NORTHERLY FOLLOWING BETWEEN TWO
 FW0159'RIDGES OF SAND DUNES FOR ABOUT 0.7 MILE TO THE STATION SITE ON THE
 FW0159'RIGHT.  THE STATION SITE IS JUST ON THE WEST EDGE OF THE FIRST SAND
 FW0159'RIDGE WEST OF THE BEACH.
 FW0159'
 FW0159'I WALKED ON FURTHER NORTH FOR ABOUT 0.6 MILE, BUT I DID NOT FIND
 FW0159'THE AZIMUTH MARK.
 FW0159
 FW0159                          STATION RECOVERY (2003)
 FW0159
 FW0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4108 ***********************************************************************
 FX4108  DESIGNATION -  CAT
 FX4108  PID         -  FX4108
 FX4108  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4108  USGS QUAD   -  BOYKINS (1979)
 FX4108
 FX4108                         *CURRENT SURVEY CONTROL
 FX4108  ___________________________________________________________________
 FX4108* NAD 83(1993)-  36 35 40.36731(N)    077 11 07.37285(W)     ADJUSTED  
 FX4108* NAVD 88     -        16.46   (+/-2cm)      54.0    (feet)  VERTCON   
 FX4108  ___________________________________________________________________
 FX4108  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FX4108  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 FX4108
 FX4108  HORZ ORDER  -  SECOND
 FX4108  VERT ORDER  -  THIRD ? (See Below)
 FX4108
 FX4108.The horizontal coordinates were established by classical geodetic methods
 FX4108.and adjusted by the National Geodetic Survey in September 1995..
 FX4108
 FX4108.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4108.The vertical order pertains to the NGVD 29 superseded value.
 FX4108
 FX4108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4108
 FX4108.The geoid height was determined by GEOID03.
 FX4108
 FX4108;                    North         East     Units Scale Factor Converg.
 FX4108;SPC VA S     - 1,029,807.298 3,617,635.179   MT  1.00003570   +0 47 52.3
 FX4108;SPC VA S     - 3,378,626.11 11,868,858.08   sFT  1.00003570   +0 47 52.3
 FX4108;SPC NC       -   317,061.417   771,991.949   MT  1.00014757   +1 02 50.4
 FX4108;SPC NC       - 1,040,225.67  2,532,776.92   sFT  1.00014757   +1 02 50.4
 FX4108;UTM  18      - 4,052,118.791   304,511.967   MT  1.00007084   -1 18 11.6
 FX4108
 FX4108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4108!SPC VA S     -   1.00000286  x   1.00003570  =   1.00003857
 FX4108!SPC NC       -   1.00000286  x   1.00014757  =   1.00015044
 FX4108!UTM  18      -   1.00000286  x   1.00007084  =   1.00007371
 FX4108
 FX4108|---------------------------------------------------------------------|
 FX4108| PID    Reference Object                     Distance      Geod. Az  |
 FX4108|                                                           dddmmss.s |
 FX4108| FX1216 CAS=M 11                            383.995 METERS 05746     |
 FX4108| DC8147 CAT RM                               34.400 METERS 20050     |
 FX4108|---------------------------------------------------------------------|
 FX4108
 FX4108                          SUPERSEDED SURVEY CONTROL
 FX4108
 FX4108  NAD 83(1986)-  36 35 40.37253(N)    077 11 07.38923(W) AD(       ) 2
 FX4108  NAD 27      -  36 35 39.83650(N)    077 11 08.51160(W) AD(       ) 2
 FX4108  NGVD 29 (07/19/86)   16.81   (m)           55.2    (f) LEVELING    3  
 FX4108
 FX4108.Superseded values are not recommended for survey control.
 FX4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4108.See file dsdata.txt to determine how the superseded data were derived.
 FX4108
 FX4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0451252119(NAD 83)
 FX4108_MARKER: DS = TRIANGULATION STATION DISK
 FX4108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4108
 FX4108  HISTORY     - Date     Condition        Report By
 FX4108  HISTORY     - 1918     MONUMENTED       CGS
 FX4108  HISTORY     - 1934     GOOD             CGS
 FX4108  HISTORY     - 1934     GOOD             CGS
 FX4108
 FX4108                          STATION DESCRIPTION
 FX4108
 FX4108'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX4108'STATION IS ABOUT 1 MILE E OF THE SEABOARD AIR LINE RAILWAY
 FX4108'STATION AT BOYKINS, 130 YARDS E OF MILEPOST 53, 2.01 METERS
 FX4108'(6.6 FEET) N OF THE N RAIL, AT THE TOP EDGE OF THE SLOPE
 FX4108'LEADING DOWN FROM THE TRACK.  THE UNDERGROUND MARK IS A
 FX4108'NAIL IN CONCRETE.  THE SURFACE AND
 FX4108'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE, AS DESCRIBED
 FX4108'THE REFERENCE MARK IS ON THE OPPOSITE
 FX4108'SIDE OF THE TRACK AND 34.40 METERS (112.9 FEET) FROM THE
 FX4108'STATION S 20 DEG 50 MIN W.
 FX4108
 FX4108                          STATION RECOVERY (1934)
 FX4108
 FX4108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX4108'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX4108
 FX4108                          STATION RECOVERY (1934)
 FX4108
 FX4108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX4108'ABOUT 1.1 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX4108'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 363 FEET
 FX4108'SW OF MILEPOST 53, 7 FEET NW OF THE NW RAIL, AT THE TOP
 FX4108'OF A SLOPE OF A FILL, 2 FEET LOWER THAN THE RAIL, AND ABOUT
 FX4108'8 INCHES UNDERGROUND.  A BRONZE TRIANGULATION STATION DISK,
 FX4108'STAMPED ELEV. 55.207 FT. CAT O 11 1918, SET IN THE TOP OF
 FX4108'A CONCRETE POST.  (16.832 METERS OR 55.223 FEET.)
 FX4108'
 FX4108'THE RM IS ABOUT 1.1 MILES NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX4108'THE STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 459 FEET
 FX4108'SW OF MILEPOST 53, 25 FEET SE OF THE FIFTH POLE W OF THE
 FX4108'MILEPOST, 45 FEET SE OF THE SE RAIL, AND 4 FEET NW OF A
 FX4108'10-INCH OAK TREE.  A BRONZE REFERENCE MARK DISK, STAMPED
 FX4108'CAT N 11 1918, SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX4108'ABOUT 4 INCHES ABOVE THE GROUND.  (16.363 METERS OR 53.684
 FX4108'FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1088 ***********************************************************************
 FW1088  DESIGNATION -  CAT 1904
 FW1088  PID         -  FW1088
 FW1088  STATE/COUNTY-  VA/ACCOMACK
 FW1088  USGS QUAD   -  PARKSLEY (1968)
 FW1088
 FW1088                         *CURRENT SURVEY CONTROL
 FW1088  ___________________________________________________________________
 FW1088* NAD 83(1993)-  37 52 29.00708(N)    075 40 52.39589(W)     ADJUSTED  
 FW1088* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1088  ___________________________________________________________________
 FW1088  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 FW1088  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FW1088
 FW1088  HORZ ORDER  -  THIRD
 FW1088
 FW1088.The horizontal coordinates were established by classical geodetic methods
 FW1088.and adjusted by the National Geodetic Survey in November 1994..
 FW1088
 FW1088.The orthometric height was scaled from a topographic map.
 FW1088
 FW1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1088
 FW1088.The geoid height was determined by GEOID03.
 FW1088
 FW1088;                    North         East     Units Scale Factor Converg.
 FW1088;SPC VA S     - 1,174,762.716 3,747,960.175   MT  0.99998451   +1 42 38.8
 FW1088;SPC VA S     - 3,854,200.68 12,296,432.67   sFT  0.99998451   +1 42 38.8
 FW1088;SPC MD       -    23,934.020   516,036.067   MT  1.00010115   +0 49 39.8
 FW1088;SPC MD       -    78,523.53  1,693,028.33   sFT  1.00010115   +0 49 39.8
 FW1088;UTM  18      - 4,192,134.222   440,088.657   MT  0.99964421   -0 25 05.7
 FW1088
 FW1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1088!SPC VA S     -   1.00000559  x   0.99998451  =   0.99999010
 FW1088!SPC MD       -   1.00000559  x   1.00010115  =   1.00010674
 FW1088!UTM  18      -   1.00000559  x   0.99964421  =   0.99964980
 FW1088
 FW1088:                Primary Azimuth Mark                     Grid Az
 FW1088:SPC VA S     -  HALLS STORE WINDMILL                     034 39 15.9
 FW1088:SPC MD       -  HALLS STORE WINDMILL                     035 32 14.9
 FW1088:UTM  18      -  HALLS STORE WINDMILL                     036 47 00.4
 FW1088
 FW1088|---------------------------------------------------------------------|
 FW1088| PID    Reference Object                     Distance      Geod. Az  |
 FW1088|                                                           dddmmss.s |
 FW1088| FW1119 HALLS STORE WINDMILL                APPROX. 4.1 KM 0362154.7 |
 FW1088| FW1086 BURNT 1904                          APPROX. 4.6 KM 2484815.1 |
 FW1088| FW1118 GLENNS OYSTER HOUSE                 APPROX. 5.7 KM 3001918.2 |
 FW1088| FW1122 HOUSE WITH TIN ROOF EAST CHIM       APPROX. 5.6 KM 3120105.2 |
 FW1088| FW1138 SAXIS CHURCH SPIRE                  APPROX. 6.5 KM 3254235.7 |
 FW1088| FW1130 SAW MILL STACK                      APPROX. 3.3 KM 3553315.9 |
 FW1088|---------------------------------------------------------------------|
 FW1088
 FW1088                          SUPERSEDED SURVEY CONTROL
 FW1088
 FW1088  NAD 83(1993)-  37 52 29.00536(N)    075 40 52.40169(W) AD(       ) 3
 FW1088  NAD 83(1986)-  37 52 29.00590(N)    075 40 52.42713(W) AD(       ) 3
 FW1088  NAD 27      -  37 52 28.55000(N)    075 40 53.68900(W) AD(       ) 3
 FW1088
 FW1088.Superseded values are not recommended for survey control.
 FW1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1088.See file dsdata.txt to determine how the superseded data were derived.
 FW1088
 FW1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4008992134(NAD 83)
 FW1088_MARKER: Z = SEE DESCRIPTION
 FW1088_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FW1088_SP_SET: OBJECT DRIVEN INTO GROUND
 FW1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1088
 FW1088  HISTORY     - Date     Condition        Report By
 FW1088  HISTORY     - 1904     MONUMENTED       CGS
 FW1088  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1088
 FW1088                          STATION DESCRIPTION
 FW1088
 FW1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1088'STATION CAT IS ON THE E SIDE OF THE FIRST COVE INSIDE THE ENTRANCE
 FW1088'TO CATTAIL CREEK.  IT IS MARKED WITH TWO SECTIONS OF PIPE (IRON)
 FW1088'SET ON VERTICALLY OVER THE OTHER, THE UPPER PIPE EXTENDING 6
 FW1088'INCHES ABOVE SURFACE.
 FW1088
 FW1088                          STATION RECOVERY (1942)
 FW1088
 FW1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1088'A THOROUGH SEARCH, MADE IN THE AREA INDICATED BY THE ORIGINAL
 FW1088'DESCRIPTION, FAILED TO RECOVER THE STATION.
 FW1088'
 FW1088'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0780 ***********************************************************************
 FW0780  DESIGNATION -  CAT CREEK TEMPORARY BANNER
 FW0780  PID         -  FW0780
 FW0780  STATE/COUNTY-  VA/ACCOMACK
 FW0780  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0780
 FW0780                         *CURRENT SURVEY CONTROL
 FW0780  ___________________________________________________________________
 FW0780* NAD 83(1993)-  37 50 34.51814(N)    075 29 37.44454(W)     ADJUSTED  
 FW0780* NAVD 88     -                                                        
 FW0780  ___________________________________________________________________
 FW0780  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FW0780  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FW0780
 FW0780  HORZ ORDER  -  THIRD
 FW0780
 FW0780.The horizontal coordinates were established by classical geodetic methods
 FW0780.and adjusted by the National Geodetic Survey in November 1994..
 FW0780
 FW0780
 FW0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0780
 FW0780.The geoid height was determined by GEOID03.
 FW0780
 FW0780;                    North         East     Units Scale Factor Converg.
 FW0780;SPC VA S     - 1,171,743.514 3,764,559.828   MT  0.99997976   +1 49 28.5
 FW0780;SPC VA S     - 3,844,295.18 12,350,893.37   sFT  0.99997976   +1 49 28.5
 FW0780;UTM  18      - 4,188,501.921   456,558.989   MT  0.99962324   -0 18 10.5
 FW0780
 FW0780                          SUPERSEDED SURVEY CONTROL
 FW0780
 FW0780  NAD 83(1993)-  37 50 34.51657(N)    075 29 37.45123(W) AD(       ) 4
 FW0780  NAD 83(1986)-  37 50 34.51538(N)    075 29 37.48092(W) AD(       ) 4
 FW0780  NAD 27      -  37 50 34.06400(N)    075 29 38.74000(W) AD(       ) 3
 FW0780
 FW0780.Superseded values are not recommended for survey control.
 FW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0780.See file dsdata.txt to determine how the superseded data were derived.
 FW0780
 FW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5655988502(NAD 83)
 FW0780
 FW0780  HISTORY     - Date     Condition        Report By
 FW0780  HISTORY     - UNK      MONUMENTED
 FW0780  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0780
 FW0780                          STATION DESCRIPTION
 FW0780
 FW0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0780'LOST.  THIS STATION WAS NOT DESCRIBED.  ACCORDING TO THE NAME,
 FW0780'IT WAS OF A TEMPORARY NATURE.  THE STATION SHOULD BE CONSIDERED
 FW0780'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0158 ***********************************************************************
 FW0158  DESIGNATION -  CAT RM 1
 FW0158  PID         -  FW0158
 FW0158  STATE/COUNTY-  VA/ACCOMACK
 FW0158  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0158
 FW0158                         *CURRENT SURVEY CONTROL
 FW0158  ___________________________________________________________________
 FW0158* NAD 83(1986)-  37 54 02.     (N)    075 19 57.     (W)     SCALED    
 FW0158* NAVD 88     -         2.737  (meters)       8.98   (feet)  ADJUSTED  
 FW0158  ___________________________________________________________________
 FW0158  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0158  DYNAMIC HT  -           2.736 (meters)       8.98  (feet)  COMP
 FW0158  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 FW0158
 FW0158  VERT ORDER  -  FIRST     CLASS I
 FW0158
 FW0158.The horizontal coordinates were scaled from a topographic map and have
 FW0158.an estimated accuracy of +/- 6 seconds.
 FW0158
 FW0158.The orthometric height was determined by differential leveling
 FW0158.and adjusted by the National Geodetic Survey in June 1991..
 FW0158
 FW0158.The geoid height was determined by GEOID03.
 FW0158
 FW0158.The dynamic height is computed by dividing the NAVD 88
 FW0158.geopotential number by the normal gravity value computed on the
 FW0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0158.degrees latitude (g = 980.6199 gals.).
 FW0158
 FW0158.The modeled gravity was interpolated from observed gravity values.
 FW0158
 FW0158;                    North         East    Units  Estimated Accuracy
 FW0158;SPC VA S     - 1,178,600.    3,778,530.      MT  (+/- 180 meters Scaled)
 FW0158
 FW0158                          SUPERSEDED SURVEY CONTROL
 FW0158
 FW0158  NGVD 29 (??/??/??)    2.985  (m)            9.79   (f) ADJUSTED    1 1
 FW0158
 FW0158.Superseded values are not recommended for survey control.
 FW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0158.See file dsdata.txt to determine how the superseded data were derived.
 FW0158
 FW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG707948(NAD 83)
 FW0158_MARKER: DR = REFERENCE MARK DISK
 FW0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FW0158_STAMPING: CAT NO 1 1962
 FW0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0158
 FW0158  HISTORY     - Date     Condition        Report By
 FW0158  HISTORY     - 1962     MONUMENTED       CGS
 FW0158  HISTORY     - 1963     GOOD             CGS
 FW0158  HISTORY     - 20031015 MARK NOT FOUND   USPSQD
 FW0158
 FW0158                          STATION DESCRIPTION
 FW0158
 FW0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0158'1 MI NE FROM ASSATEAGUE ISLAND.
 FW0158'1.0 MILE NORTHEAST ALONG THE BEACH FROM THE RESTAURANT ON
 FW0158'ASSATEAGUE ISLAND, 65 FEET SOUTH OF TRIANGULATION STATION
 FW0158'CAT 1962 DESCRIBED, ABOUT 100 YARDS WEST OF WATER EDGE, 213
 FW0158'FEET EAST OF A WOODEN FENCE LINE, 1 FOOT NORTH OF A STEEL WITNESS
 FW0158'POST, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 FW0158'4 INCHES.
 FW0158
 FW0158                          STATION RECOVERY (2003)
 FW0158
 FW0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9017 ***********************************************************************
 HV9017  DESIGNATION -  CATHARPIN
 HV9017  PID         -  HV9017
 HV9017  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9017  USGS QUAD   -  GAINESVILLE (1994)
 HV9017
 HV9017                         *CURRENT SURVEY CONTROL
 HV9017  ___________________________________________________________________
 HV9017* NAD 83(1993)-  38 51 17.98418(N)    077 34 19.98312(W)     ADJUSTED  
 HV9017* NAVD 88     -        96.9    (meters)     318.     (feet)  VERTCON   
 HV9017  ___________________________________________________________________
 HV9017  X           -   1,070,339.794 (meters)                     COMP
 HV9017  Y           -  -4,856,953.884 (meters)                     COMP
 HV9017  Z           -   3,979,834.819 (meters)                     COMP
 HV9017  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 HV9017  ELLIP HEIGHT-          64.93  (meters)          (06/04/02) GPS OBS
 HV9017  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV9017
 HV9017  HORZ ORDER  -  SECOND
 HV9017  ELLP ORDER  -  FOURTH    CLASS II
 HV9017
 HV9017.The horizontal coordinates were established by GPS observations
 HV9017.and adjusted by the National Geodetic Survey in November 1994..
 HV9017
 HV9017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9017
 HV9017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9017
 HV9017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9017
 HV9017.The ellipsoidal height was determined by GPS observations
 HV9017.and is referenced to NAD 83.
 HV9017
 HV9017.The geoid height was determined by GEOID03.
 HV9017
 HV9017;                    North         East     Units Scale Factor Converg.
 HV9017;SPC VA N     - 2,132,311.212 3,580,529.406   MT  0.99995695   +0 34 44.6
 HV9017;SPC VA N     - 6,995,757.70 11,747,120.23   sFT  0.99995695   +0 34 44.6
 HV9017;UTM  18      - 4,303,829.823   276,797.145   MT  1.00021351   -1 36 51.7
 HV9017
 HV9017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9017!SPC VA N     -   0.99998981  x   0.99995695  =   0.99994676
 HV9017!UTM  18      -   0.99998981  x   1.00021351  =   1.00020332
 HV9017
 HV9017                          SUPERSEDED SURVEY CONTROL
 HV9017
 HV9017  ELLIP H (11/14/94)   64.86   (m)                       GP(       ) 4 2
 HV9017  NAD 83(1993)-  38 51 17.98387(N)    077 34 19.99395(W) AD(       ) 2
 HV9017  ELLIP H (01/27/92)   64.30   (m)                       GP(       ) 4 1
 HV9017  NAD 83(1986)-  38 51 17.98445(N)    077 34 19.99416(W) AD(       ) 2
 HV9017  NGVD 29 (01/20/89)   97.2    (m)          319.     (f) GPS OBS        
 HV9017
 HV9017.Superseded values are not recommended for survey control.
 HV9017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9017.See file dsdata.txt to determine how the superseded data were derived.
 HV9017
 HV9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7679703830(NAD 83)
 HV9017_MARKER: A = ALUMINUM MARKER
 HV9017_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9017_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9017+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9017
 HV9017  HISTORY     - Date     Condition        Report By
 HV9017  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9017  HISTORY     - 20050905 GOOD             GEOCAC
 HV9017
 HV9017                          STATION DESCRIPTION
 HV9017
 HV9017'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9017'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF PRINCE WILLIAM
 HV9017'COUNTY VIRGINIA.
 HV9017'
 HV9017'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 234 AND US
 HV9017'ROUTE 29 IN PRINCE WILLIAM COUNTY VIRGINIA, PROCEED WEST ON ROUTE 234
 HV9017'FOR 3.8 MILES TO THE INTERSECTION OF ROUTE 234 AND ROUTE 705, TURN
 HV9017'RIGHT, NORTH ON ROUTE 705 AND GO 0.05 MILE TO THE STATION ON THE RIGHT
 HV9017'
 HV9017'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9017'AND IS STAMPED---7 CATHARPIN 1986---. THE STATION IS 23.87 FEET EAST
 HV9017'OF A SHINER SET IN THE CENTER OF ROUTE 705, 124.99 FEET SOUTHEAST OF A
 HV9017'SHINER IN A 6-INCH CEDAR TREE, 75.96 FEET NORTH OF POWER POLE NUMBER
 HV9017'31-9-5-15.
 HV9017'
 HV9017'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM MARK SET FLUSH WITH THE
 HV9017'GROUND AND IS STAMPED---7 CATHARPIN AZIMUTH 1986---.
 HV9017'
 HV9017'THE AZIMUTH MARK IS 0.25 MILES NORTHWEST OF STATION AT 4451 ROUTE 705,
 HV9017'SAUNDERS LANE. THE MARK IS 17.21 FEET EAST OF THE CENTERLINE OF ROUTE
 HV9017'705, 53.88 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO 4451
 HV9017'SAUNDERS LANE, AND 69.01 FEET NORTH OF POWER POLE 31-4-32.
 HV9017
 HV9017                          STATION RECOVERY (2005)
 HV9017
 HV9017'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV9017'FOUND IN GOOD CONDITION.  MARK IS LESS THAN ONE FOOT FROM AN ORANGE
 HV9017'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3481 ***********************************************************************
 FX3481  DESIGNATION -  CATHEDRAL
 FX3481  PID         -  FX3481
 FX3481  STATE/COUNTY-  VA/C OF NORFOLK
 FX3481  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3481
 FX3481                         *CURRENT SURVEY CONTROL
 FX3481  ___________________________________________________________________
 FX3481* NAD 83(1993)-  36 50 50.07783(N)    076 16 57.36230(W)     ADJUSTED  
 FX3481* NAVD 88     -                                                        
 FX3481  ___________________________________________________________________
 FX3481  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FX3481  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX3481
 FX3481  HORZ ORDER  -  THIRD
 FX3481
 FX3481.The horizontal coordinates were established by classical geodetic methods
 FX3481.and adjusted by the National Geodetic Survey in September 1995..
 FX3481
 FX3481
 FX3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3481
 FX3481.The geoid height was determined by GEOID03.
 FX3481
 FX3481;                    North         East     Units Scale Factor Converg.
 FX3481;SPC VA S     - 1,059,353.431 3,697,747.674   MT  0.99998635   +1 20 44.9
 FX3481;SPC VA S     - 3,475,562.05 12,131,693.83   sFT  0.99998635   +1 20 44.9
 FX3481;UTM  18      - 4,078,694.468   385,648.646   MT  0.99976109   -0 46 09.3
 FX3481
 FX3481                          SUPERSEDED SURVEY CONTROL
 FX3481
 FX3481  NAD 83(1986)-  36 50 50.08357(N)    076 16 57.39777(W) AD(       ) 4
 FX3481  NAD 27      -  36 50 49.54800(N)    076 16 58.60800(W) AD(       ) 3
 FX3481
 FX3481.Superseded values are not recommended for survey control.
 FX3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3481.See file dsdata.txt to determine how the superseded data were derived.
 FX3481
 FX3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8564978694(NAD 83)
 FX3481_MARKER: 91 = CHURCH CROSS
 FX3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3481+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 FX3481
 FX3481  HISTORY     - Date     Condition        Report By
 FX3481  HISTORY     - 1882     FIRST OBSERVED   CGS
 FX3481  HISTORY     - 1932     GOOD             CGS
 FX3481  HISTORY     - 1954     GOOD             AMS
 FX3481  HISTORY     - 1958     GOOD             CGS
 FX3481  HISTORY     - 1960     GOOD             CGS
 FX3481  HISTORY     - 1980     GOOD             NOS
 FX3481  HISTORY     - 1984     GOOD             USPSQD
 FX3481  HISTORY     - 1987     GOOD             USPSQD
 FX3481  HISTORY     - 20010714 GOOD             USPSQD
 FX3481  HISTORY     - 20031108 GOOD             USPSQD
 FX3481
 FX3481                          STATION DESCRIPTION
 FX3481
 FX3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3481'RECOVERED AS DESCRIBED.  THE POINT SIGHTED ON IN 1932 WAS
 FX3481'THE TOP OF THE CROSS ON TOP OF THE SPIRE.
 FX3481
 FX3481                          STATION RECOVERY (1954)
 FX3481
 FX3481'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3481'STATION RECOVERED IN GOOD CONDITION.
 FX3481
 FX3481                          STATION RECOVERY (1958)
 FX3481
 FX3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX3481'STATION IS LOCATED ON CHAPEL STREET IN DOWNTOWN NORFOLK.
 FX3481'
 FX3481'IT IS A SHINGLE COVERED SPIRE WITH A BLACK CROSS AT THE TOP
 FX3481'AND IS APPROXIMATELY 150 FEET IN HEIGHT.
 FX3481'
 FX3481'THE APEX OF THE CROSS WAS INTERSECTED.
 FX3481'
 FX3481'NOTE--THIS IS THE SAME STATION AS NORFOLK ST MARKS CATH CH SPIRE.
 FX3481
 FX3481                          STATION RECOVERY (1960)
 FX3481
 FX3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3481'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 FX3481'SOUTHEAST CORNER OF VIRGIN STREET AND CHAPEL STREETS IN
 FX3481'NORFOLK, VIRGINIA.
 FX3481
 FX3481                          STATION RECOVERY (1980)
 FX3481
 FX3481'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FX3481'RECOVERED AS DESCRIBED.
 FX3481
 FX3481                          STATION RECOVERY (1984)
 FX3481
 FX3481'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH)
 FX3481'STATION RECOVERED GOOD.
 FX3481'
 FX3481'STATION RECOVERED AS DESCRIBED.  THIS IS THE SAME AS STATION NORFOLK
 FX3481'ST. MARYS CATHOLIC CHUCH SPIRE.
 FX3481
 FX3481                          STATION RECOVERY (1987)
 FX3481
 FX3481'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAH)
 FX3481'RECOVERED IN GOOD CONDITION.
 FX3481
 FX3481                          STATION RECOVERY (2001)
 FX3481
 FX3481'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX3481'RECOVERED IN GOOD CONDITION.
 FX3481
 FX3481                          STATION RECOVERY (2003)
 FX3481
 FX3481'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3339 ***********************************************************************
 FX3339  DESIGNATION -  CATHOLIC 1913
 FX3339  PID         -  FX3339
 FX3339  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3339  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3339
 FX3339                         *CURRENT SURVEY CONTROL
 FX3339  ___________________________________________________________________
 FX3339* NAD 83(1993)-  36 50 07.79426(N)    076 18 13.06162(W)     ADJUSTED  
 FX3339* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3339  ___________________________________________________________________
 FX3339  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FX3339  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX3339
 FX3339  HORZ ORDER  -  SECOND
 FX3339
 FX3339.The horizontal coordinates were established by classical geodetic methods
 FX3339.and adjusted by the National Geodetic Survey in September 1995..
 FX3339
 FX3339.The orthometric height was scaled from a topographic map.
 FX3339
 FX3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3339
 FX3339.The geoid height was determined by GEOID03.
 FX3339
 FX3339;                    North         East     Units Scale Factor Converg.
 FX3339;SPC VA S     - 1,058,006.516 3,695,903.096   MT  0.99998822   +1 19 58.9
 FX3339;SPC VA S     - 3,471,143.04 12,125,642.07   sFT  0.99998822   +1 19 58.9
 FX3339;UTM  18      - 4,077,416.826   383,756.043   MT  0.99976647   -0 46 53.9
 FX3339
 FX3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3339!SPC VA S     -   1.00000554  x   0.99998822  =   0.99999376
 FX3339!UTM  18      -   1.00000554  x   0.99976647  =   0.99977201
 FX3339
 FX3339                          SUPERSEDED SURVEY CONTROL
 FX3339
 FX3339  NAD 83(1986)-  36 50 07.79984(N)    076 18 13.09694(W) AD(       ) 2
 FX3339  NAD 27      -  36 50 07.25920(N)    076 18 14.31160(W) AD(       ) 2
 FX3339
 FX3339.Superseded values are not recommended for survey control.
 FX3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3339.See file dsdata.txt to determine how the superseded data were derived.
 FX3339
 FX3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8375677417(NAD 83)
 FX3339_MARKER: 90 = CHURCH SPIRE
 FX3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3339+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 FX3339
 FX3339  HISTORY     - Date     Condition        Report By
 FX3339  HISTORY     - 1912     FIRST OBSERVED   CGS
 FX3339  HISTORY     - 1913     GOOD             CGS
 FX3339  HISTORY     - 1929     GOOD             LOCSUR
 FX3339  HISTORY     - 1932     GOOD             CGS
 FX3339  HISTORY     - 1943     GOOD             CGS
 FX3339  HISTORY     - 1954     GOOD             AMS
 FX3339  HISTORY     - 1960     GOOD             CGS
 FX3339  HISTORY     - 1985     GOOD             LOCSUR
 FX3339  HISTORY     - 1987     GOOD             NOS
 FX3339  HISTORY     - 19991016 GOOD             USPSQD
 FX3339  HISTORY     - 20010714 GOOD             USPSQD
 FX3339  HISTORY     - 20040323 GOOD             USPSQD
 FX3339  HISTORY     - 20060225 POOR             USPSQD
 FX3339
 FX3339                          STATION DESCRIPTION
 FX3339
 FX3339'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (HAS)
 FX3339'THE SPIRE OF THE CATHOLIC CHURCH IN PORTSMOUTH, VIRGINIA WAS USED
 FX3339'AS A STATION.  THERE IS A GOLD CROSS ON THE TOP OF THE SPIRE.
 FX3339'THE CENTER OF THIS CROSS IS THE STATION.  THIS STATION WAS NOT
 FX3339'OCCUPIED.
 FX3339
 FX3339                          STATION RECOVERY (1929)
 FX3339
 FX3339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1929
 FX3339'RECOVERED BY RFAS.
 FX3339'
 FX3339'STATION RECOVERED AS DESCRIBED.
 FX3339
 FX3339                          STATION RECOVERY (1932)
 FX3339
 FX3339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3339'RECOVERED AS DESCRIBED.  THE POINT SIGHTED ON WAS THE TOP OF
 FX3339'THE CROSS ON THE TOP OF THE SPIRE.
 FX3339
 FX3339                          STATION RECOVERY (1943)
 FX3339
 FX3339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3339'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3339
 FX3339                          STATION RECOVERY (1954)
 FX3339
 FX3339'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3339'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3339
 FX3339                          STATION RECOVERY (1960)
 FX3339
 FX3339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3339'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 FX3339'NORTHEAST CORNER OF HIGH AND WASHINGTON STREETS.
 FX3339
 FX3339                          STATION RECOVERY (1985)
 FX3339
 FX3339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (MHR)
 FX3339'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3339'
 FX3339'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN CITY OF
 FX3339'PORTSMOUTH.
 FX3339
 FX3339                          STATION RECOVERY (1987)
 FX3339
 FX3339'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JDS)
 FX3339'THE STATION WAS RECOVERED AT THIS DATE.
 FX3339'THE STATION WAS INTERSECTED FROM STATIONS BOLE 1961 RM2, CONDO
 FX3339'AND HOSPITAL USE.
 FX3339'
 FX3339'RECOVERED BY A EBADIRAD.
 FX3339
 FX3339                          STATION RECOVERY (1999)
 FX3339
 FX3339'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX3339'RECOVERED IN GOOD CONDITION.
 FX3339
 FX3339                          STATION RECOVERY (2001)
 FX3339
 FX3339'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX3339'RECOVERED IN GOOD CONDITION.
 FX3339
 FX3339                          STATION RECOVERY (2004)
 FX3339
 FX3339'RECOVERY NOTE BY US POWER SQUADRON 2004 (CMM)
 FX3339'FOR FIRST TIME FIND THIS WAS INTERESTING SURVEY.
 FX3339
 FX3339                          STATION RECOVERY (2006)
 FX3339
 FX3339'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX3339'SPIRE HAS BEEN TEMPORALLY REMOVED FOR RENOVATION AND NOW LOCATED ON
 FX3339'THE GROUND.  CROSS AND SPIRE WILL BE RESTORED AFTER RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6159 ***********************************************************************
 GV6159  DESIGNATION -  CAUCUS
 GV6159  PID         -  GV6159
 GV6159  STATE/COUNTY-  VA/GLOUCESTER
 GV6159  USGS QUAD   -  ACHILLES (1983)
 GV6159
 GV6159                         *CURRENT SURVEY CONTROL
 GV6159  ___________________________________________________________________
 GV6159* NAD 83(1993)-  37 19 48.16054(N)    076 24 58.70206(W)     ADJUSTED  
 GV6159* NAVD 88     -         0.5    (meters)       2.     (feet)  VERTCON   
 GV6159  ___________________________________________________________________
 GV6159  X           -   1,192,608.768 (meters)                     COMP
 GV6159  Y           -  -4,935,799.576 (meters)                     COMP
 GV6159  Z           -   3,846,561.125 (meters)                     COMP
 GV6159  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 GV6159  ELLIP HEIGHT-         -35.09  (meters)          (06/04/02) GPS OBS
 GV6159  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV6159
 GV6159  HORZ ORDER  -  SECOND
 GV6159  ELLP ORDER  -  FOURTH    CLASS II
 GV6159
 GV6159.The horizontal coordinates were established by GPS observations
 GV6159.and adjusted by the National Geodetic Survey in September 1995..
 GV6159
 GV6159.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV6159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV6159
 GV6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6159
 GV6159.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6159
 GV6159.The ellipsoidal height was determined by GPS observations
 GV6159.and is referenced to NAD 83.
 GV6159
 GV6159.The geoid height was determined by GEOID03.
 GV6159
 GV6159;                    North         East     Units Scale Factor Converg.
 GV6159;SPC VA S     - 1,112,647.504 3,684,643.311   MT  0.99994561   +1 15 52.7
 GV6159;SPC VA S     - 3,650,411.02 12,088,700.60   sFT  0.99994561   +1 15 52.7
 GV6159;UTM  18      - 4,132,426.840   374,525.999   MT  0.99979393   -0 51 32.3
 GV6159
 GV6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6159!SPC VA S     -   1.00000551  x   0.99994561  =   0.99995112
 GV6159!UTM  18      -   1.00000551  x   0.99979393  =   0.99979944
 GV6159
 GV6159                          SUPERSEDED SURVEY CONTROL
 GV6159
 GV6159  ELLIP H (09/08/95)  -35.36   (m)                       GP(       ) 4 2
 GV6159  NAD 83(1993)-  37 19 48.16132(N)    076 24 58.71857(W) AD(       ) 2
 GV6159  ELLIP H (11/14/94)  -35.05   (m)                       GP(       ) 4 2
 GV6159  NAD 83(1986)-  37 19 48.16890(N)    076 24 58.73095(W) AD(       ) 2
 GV6159  NGVD 29 (03/31/92)    0.8    (m)            3.     (f) GPS OBS        
 GV6159
 GV6159.Superseded values are not recommended for survey control.
 GV6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6159.See file dsdata.txt to determine how the superseded data were derived.
 GV6159
 GV6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7452632427(NAD 83)
 GV6159_MARKER: DD = SURVEY DISK
 GV6159_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV6159_SP_SET: SURROUNDED BY MASS OF CONCRETE
 GV6159_STAMPING: CAUCUS 1991
 GV6159_MARK LOGO: NOS   
 GV6159_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 GV6159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6159+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GV6159
 GV6159  HISTORY     - Date     Condition        Report By
 GV6159  HISTORY     - 1991     MONUMENTED       NOS
 GV6159  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV6159  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV6159
 GV6159                          STATION DESCRIPTION
 GV6159
 GV6159'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 GV6159'THE STATION IS LOCATED ON ROBINS NECK ON THE BACK SHORE OF CAUCUS
 GV6159'BAY IN A MARSHY AREA JUST SOUTH OF SMITHS PIER AND FISHHOUSE.
 GV6159'$
 GV6159'TO REACH THE STATION FROM THE INTERSECTION OF HWY 17 AND STATE ROAD
 GV6159'614 IN WHITE MARSH, FOLLOW 614 EAST AND SOUTH FOR 6.2 MI (9.98 KM) TO
 GV6159'WHERE THE STATE MAINTANCE ENDS THEN TAKE THE LEFT MOST DIRT DRIVE FOR
 GV6159'1.1 MI (1.77 KM) TO THE BAY AND STATION ON RIGHT AS DESCRIBED.
 GV6159'$
 GV6159'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---CAUCUS
 GV6159'1991--- ATTACHED TO THE TOP OF A 42 INCH ALUMINUM ROD THAT IS DRIVEN
 GV6159'INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE. IT IS 25.78 M
 GV6159'(84.58 FT) SOUTHWEST OF THE PIER, 22.18 M (72.77 FT) SOUTHWEST OF THE
 GV6159'SOUTH CORNER OF THE FISH HOUSE AND 21.0 M (68.90 FT) SOUTH OF THE
 GV6159'DIRT DRIVE. THE MARK IS FLUSH WITH THE GROUND.
 GV6159
 GV6159                          STATION RECOVERY (1997)
 GV6159
 GV6159'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV6159'MARK NOT FOUND.
 GV6159
 GV6159                          STATION RECOVERY (2002)
 GV6159
 GV6159'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV6159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5093 ***********************************************************************
 GV5093  DESIGNATION -  CAUTHORNVILLE ATT MICROWAVE
 GV5093  PID         -  GV5093
 GV5093  STATE/COUNTY-  VA/KING AND QUEEN
 GV5093  USGS QUAD   -  AYLETT (1985)
 GV5093
 GV5093                         *CURRENT SURVEY CONTROL
 GV5093  ___________________________________________________________________
 GV5093* NAD 83(1993)-  37 52 05.81414(N)    077 03 31.33615(W)     ADJUSTED  
 GV5093* NAVD 88     -                                                        
 GV5093  ___________________________________________________________________
 GV5093  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 GV5093  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GV5093
 GV5093  HORZ ORDER  -  THIRD
 GV5093
 GV5093.The horizontal coordinates were established by classical geodetic methods
 GV5093.and adjusted by the National Geodetic Survey in November 1994..
 GV5093
 GV5093
 GV5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5093
 GV5093.The geoid height was determined by GEOID03.
 GV5093
 GV5093;                    North         East     Units Scale Factor Converg.
 GV5093;SPC VA S     - 1,171,313.531 3,626,811.607   MT  0.99998352   +0 52 29.1
 GV5093;SPC VA S     - 3,842,884.48 11,898,964.41   sFT  0.99998352   +0 52 29.1
 GV5093;UTM  18      - 4,193,198.242   318,918.738   MT  1.00000388   -1 15 50.7
 GV5093
 GV5093                          SUPERSEDED SURVEY CONTROL
 GV5093
 GV5093  NAD 83(1986)-  37 52 05.81424(N)    077 03 31.35421(W) AD(       ) 4
 GV5093  NAD 27      -  37 52 05.31531(N)    077 03 32.45553(W) AD(       ) 3
 GV5093
 GV5093.Superseded values are not recommended for survey control.
 GV5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5093.See file dsdata.txt to determine how the superseded data were derived.
 GV5093
 GV5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1891993198(NAD 83)
 GV5093_MARKER: 44 = MICROWAVE MAST
 GV5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5093+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 GV5093
 GV5093  HISTORY     - Date     Condition        Report By
 GV5093  HISTORY     - 1966     FIRST OBSERVED   CGS
 GV5093  HISTORY     - 19940401 GOOD             USPSQD
 GV5093  HISTORY     - 20000108 GOOD             USPSQD
 GV5093  HISTORY     - 20041029 GOOD             USPSQD
 GV5093
 GV5093                          STATION DESCRIPTION
 GV5093
 GV5093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV5093'THE RED LIGHT ON TOP OF THE MICROWAVE MAST OF THE AMERICAN TELEPHONE
 GV5093'AND TELEGRAPH COMPANY.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR
 GV5093'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE,
 GV5093'AND IS ABOUT 200 FEET TALL.  IT IS LOCATED 1 MILE SOUTHEAST OF
 GV5093'CAUTHORNVILLE AND ON THE WEST SIDE OF COUNTY ROUTE 619.
 GV5093
 GV5093                          STATION RECOVERY (1994)
 GV5093
 GV5093'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5093'RECOVERED IN GOOD CONDITION.
 GV5093
 GV5093                          STATION RECOVERY (2000)
 GV5093
 GV5093'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5093'RECOVERED IN GOOD CONDITION.
 GV5093
 GV5093                          STATION RECOVERY (2004)
 GV5093
 GV5093'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4794 ***********************************************************************
 HV4794  DESIGNATION -  CAVALIER
 HV4794  PID         -  HV4794
 HV4794  STATE/COUNTY-  VA/FAIRFAX
 HV4794  USGS QUAD   -  ANNANDALE (1994)
 HV4794
 HV4794                         *CURRENT SURVEY CONTROL
 HV4794  ___________________________________________________________________
 HV4794* NAD 83(1993)-  38 52 27.46496(N)    077 08 54.95967(W)     ADJUSTED  
 HV4794* NAVD 88     -       151.7    (meters)     498.     (feet)  VERTCON   
 HV4794  ___________________________________________________________________
 HV4794  X           -   1,105,930.666 (meters)                     COMP
 HV4794  Y           -  -4,847,638.463 (meters)                     COMP
 HV4794  Z           -   3,981,537.508 (meters)                     COMP
 HV4794  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 HV4794  ELLIP HEIGHT-         119.74  (meters)          (05/17/02) GPS OBS
 HV4794  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV4794
 HV4794  HORZ ORDER  -  FIRST
 HV4794  ELLP ORDER  -  FOURTH    CLASS II
 HV4794
 HV4794.The horizontal coordinates were established by classical geodetic methods
 HV4794.and adjusted by the National Geodetic Survey in November 1994..
 HV4794
 HV4794.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4794
 HV4794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV4794
 HV4794.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4794
 HV4794.The ellipsoidal height was determined by GPS observations
 HV4794.and is referenced to NAD 83.
 HV4794
 HV4794.The geoid height was determined by GEOID03.
 HV4794
 HV4794;                    North         East     Units Scale Factor Converg.
 HV4794;SPC VA N     - 2,134,909.890 3,617,264.675   MT  0.99995840   +0 50 36.4
 HV4794;SPC VA N     - 7,004,283.53 11,867,642.52   sFT  0.99995840   +0 50 36.4
 HV4794;SPC MD       -   134,062.433   387,105.231   MT  0.99994985   -0 05 35.8
 HV4794;SPC MD       -   439,836.50  1,270,027.75   sFT  0.99994985   -0 05 35.8
 HV4794;UTM  18      - 4,305,021.170   313,610.843   MT  1.00002781   -1 20 56.0
 HV4794
 HV4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4794!SPC VA N     -   0.99998121  x   0.99995840  =   0.99993961
 HV4794!SPC MD       -   0.99998121  x   0.99994985  =   0.99993106
 HV4794!UTM  18      -   0.99998121  x   1.00002781  =   1.00000902
 HV4794
 HV4794:                Primary Azimuth Mark                     Grid Az
 HV4794:SPC VA N     -  ARLINGTON FOREST METH CH SPIRE           101 06 06.0
 HV4794:SPC MD       -  ARLINGTON FOREST METH CH SPIRE           102 02 18.2
 HV4794:UTM  18      -  ARLINGTON FOREST METH CH SPIRE           103 17 38.4
 HV4794
 HV4794|---------------------------------------------------------------------|
 HV4794| PID    Reference Object                     Distance      Geod. Az  |
 HV4794|                                                           dddmmss.s |
 HV4794| HV4749 ARLINGTON FOREST METH CH SPIRE      APPROX. 3.2 KM 1015642.4 |
 HV4794| HV4736 ARLINGTON PRESB CH SPIRE            APPROX. 5.0 KM 1063521.5 |
 HV4794| HV4777 FALLS CHURCH WILLISTON TANK         254.000 METERS 12957     |
 HV4794| DC7152 SE CORNER                             3.672 METERS 13345     |
 HV4794| HV4798 FALLS CH CHRISTIAN CH SPIRE         APPROX. 1.2 KM 1853841.0 |
 HV4794| DC7613 SW CORNER                             3.856 METERS 23153     |
 HV4794| HV4791 FALLS CH SEVEN CORNERS SPIPE        APPROX. 0.6 KM 2685952.5 |
 HV4794| HV4815 FALLS CH RAD STA WFAX TOWER         APPROX. 2.1 KM 2872401.1 |
 HV4794|---------------------------------------------------------------------|
 HV4794
 HV4794                          SUPERSEDED SURVEY CONTROL
 HV4794
 HV4794  ELLIP H (11/14/94)  119.72   (m)                       GP(       ) 4 2
 HV4794  NAD 83(1993)-  38 52 27.46367(N)    077 08 54.96191(W) AD(       ) 1
 HV4794  NAD 83(1986)-  38 52 27.46364(N)    077 08 54.97163(W) AD(       ) 1
 HV4794  NAD 27      -  38 52 27.06127(N)    077 08 56.04041(W) AD(       ) 1
 HV4794  NGVD 29 (07/19/86)  151.9    (m)          498.     (f) VERT ANG       
 HV4794
 HV4794.Superseded values are not recommended for survey control.
 HV4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4794.See file dsdata.txt to determine how the superseded data were derived.
 HV4794
 HV4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1361105021(NAD 83)
 HV4794_MARKER: DS = TRIANGULATION STATION DISK
 HV4794_SETTING: 0 = UNSPECIFIED SETTING
 HV4794_MARK LOGO: CGS   
 HV4794_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV4794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV4794+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV4794
 HV4794  HISTORY     - Date     Condition        Report By
 HV4794  HISTORY     - 1969     MONUMENTED       CGS
 HV4794  HISTORY     - 1969     GOOD             CGS
 HV4794  HISTORY     - 1975     GOOD             VA-059
 HV4794  HISTORY     - 19911010 GOOD             MSI
 HV4794
 HV4794                          STATION DESCRIPTION
 HV4794
 HV4794'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4794'THE STATION IS IN THE SOUTHEAST PART OF FALLS CHURCH AND ON THE
 HV4794'HIGHEST ROOF OF THE CAVALIER APARTMENT BUILDING, 6200 WILSON
 HV4794'BOULEVARD.
 HV4794'
 HV4794'STATION MARK IS A STANDARD DISK, STAMPED CAVALIER 1969, FIXED TO THE
 HV4794'ROOF WITH ROOFING COMPOUND UNDER A 6 INCH CYLINDRICAL COPPER CAP,
 HV4794'THAT PROJECTS 8 INCHES ABOVE THE ROOF.  IT IS 8.1 FEET NORTH OF THE
 HV4794'SOUTH EDGE OF THE ROOF AND 9.8 FEET EAST OF THE WEST EDGE OF THE
 HV4794'ROOF OF THE BUILDING.
 HV4794
 HV4794                          STATION RECOVERY (1969)
 HV4794
 HV4794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV4794'RECOVERED IN GOOD CONDITION.
 HV4794
 HV4794                          STATION RECOVERY (1975)
 HV4794
 HV4794'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV4794'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV4794'MAP 51-3 LOT 1-43, REVISED TO 1-1-76.
 HV4794
 HV4794                          STATION RECOVERY (1991)
 HV4794
 HV4794'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV4794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8367 ***********************************************************************
 HV8367  DESIGNATION -  CAVALIER 1
 HV8367  PID         -  HV8367
 HV8367  STATE/COUNTY-  VA/FAIRFAX
 HV8367  USGS QUAD   -  ANNANDALE (1994)
 HV8367
 HV8367                         *CURRENT SURVEY CONTROL
 HV8367  ___________________________________________________________________
 HV8367* NAD 83(1993)-  38 52 03.48386(N)    077 09 11.62484(W)     ADJUSTED  
 HV8367* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 HV8367  ___________________________________________________________________
 HV8367  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HV8367  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV8367
 HV8367  HORZ ORDER  -  SECOND
 HV8367
 HV8367.The horizontal coordinates were established by classical geodetic methods
 HV8367.and adjusted by the National Geodetic Survey in November 1994..
 HV8367
 HV8367.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8367
 HV8367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8367
 HV8367.The geoid height was determined by GEOID03.
 HV8367
 HV8367;                    North         East     Units Scale Factor Converg.
 HV8367;SPC VA N     - 2,134,164.593 3,616,873.862   MT  0.99995789   +0 50 26.0
 HV8367;SPC VA N     - 7,001,838.34 11,866,360.33   sFT  0.99995789   +0 50 26.0
 HV8367;SPC MD       -   133,323.631   386,702.289   MT  0.99994986   -0 05 46.2
 HV8367;SPC MD       -   437,412.61  1,268,705.76   sFT  0.99994986   -0 05 46.2
 HV8367;UTM  18      - 4,304,291.317   313,191.777   MT  1.00002974   -1 21 05.7
 HV8367
 HV8367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8367!SPC VA N     -   0.99998218  x   0.99995789  =   0.99994008
 HV8367!SPC MD       -   0.99998218  x   0.99994986  =   0.99993205
 HV8367!UTM  18      -   0.99998218  x   1.00002974  =   1.00001192
 HV8367
 HV8367                          SUPERSEDED SURVEY CONTROL
 HV8367
 HV8367  NAD 83(1993)-  38 52 03.48258(N)    077 09 11.62714(W) AD(       ) 2
 HV8367  NAD 83(1986)-  38 52 03.48256(N)    077 09 11.63686(W) AD(       ) 2
 HV8367  NGVD 29 (01/12/90)  145.7    (m)          478.     (f) VERT ANG       
 HV8367
 HV8367.Superseded values are not recommended for survey control.
 HV8367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8367.See file dsdata.txt to determine how the superseded data were derived.
 HV8367
 HV8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1319204291(NAD 83)
 HV8367_MARKER: N = NAIL
 HV8367_SETTING: 0 = UNSPECIFIED SETTING
 HV8367_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8367
 HV8367  HISTORY     - Date     Condition        Report By
 HV8367  HISTORY     - 1975     MONUMENTED       VA-059
 HV8367
 HV8367                          STATION DESCRIPTION
 HV8367
 HV8367'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8367'THE STATION IS LOCATED ON THE HIGHEST ROOF SECTION OF THE HANCOCK
 HV8367'BUILDING AT 6231 LEESBURG PIKE NEAR SEVEN CORNERS. SEE FAIRFAX COUNTY
 HV8367'TAX MAP 51-3.
 HV8367'
 HV8367'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 50 AND US ROUTE 7
 HV8367'AT SEVEN CORNERS GO SOUTH EAST ON US ROUTE 7 FOR 0.4 MILES TO THE
 HV8367'HANCOCK BUILDING ON THE RIGHT AND THE STATION ON TOP.  STATION IS A
 HV8367'TEMPORARY POINT.
 HV8367'
 HV8367'THE STATION IS A TRANSIT TACK IN THE ROOF.
 HV8367'
 HV8367'REFERENCE MARK NO. 01 IS A TRANSIT TACK IN THE CORNER OF THE ROOF
 HV8367'DRAIN.
 HV8367'
 HV8367'REFERENCE MARK NO. 01 IS A FILED X IN A VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1647 ***********************************************************************
 FW1647  DESIGNATION -  CAVALIER HOTEL CUPOLA
 FW1647  PID         -  FW1647
 FW1647  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1647  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1647
 FW1647                         *CURRENT SURVEY CONTROL
 FW1647  ___________________________________________________________________
 FW1647* NAD 83(1993)-  36 52 08.93767(N)    075 59 00.73607(W)     ADJUSTED  
 FW1647* NAVD 88     -                                                        
 FW1647  ___________________________________________________________________
 FW1647  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FW1647  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 FW1647
 FW1647  HORZ ORDER  -  THIRD
 FW1647
 FW1647.The horizontal coordinates were established by classical geodetic methods
 FW1647.and adjusted by the National Geodetic Survey in September 1995..
 FW1647
 FW1647
 FW1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1647
 FW1647.The geoid height was determined by GEOID03.
 FW1647
 FW1647;                    North         East     Units Scale Factor Converg.
 FW1647;SPC VA S     - 1,062,452.179 3,724,347.364   MT  0.99998298   +1 31 38.3
 FW1647;SPC VA S     - 3,485,728.52 12,218,962.98   sFT  0.99998298   +1 31 38.3
 FW1647;UTM  18      - 4,080,808.303   412,337.729   MT  0.99969467   -0 35 24.5
 FW1647
 FW1647                          SUPERSEDED SURVEY CONTROL
 FW1647
 FW1647  NAD 83(1986)-  36 52 08.94378(N)    075 59 00.77479(W) AD(       ) 4
 FW1647  NAD 27      -  36 52 08.38100(N)    075 59 02.01200(W) AD(       ) 3
 FW1647
 FW1647.Superseded values are not recommended for survey control.
 FW1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1647.See file dsdata.txt to determine how the superseded data were derived.
 FW1647
 FW1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1233880808(NAD 83)
 FW1647_MARKER: 86 = CUPOLA
 FW1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1647+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FW1647
 FW1647  HISTORY     - Date     Condition        Report By
 FW1647  HISTORY     - 1929     FIRST OBSERVED   CGS
 FW1647  HISTORY     - 1943     GOOD             CGS
 FW1647  HISTORY     - 1955     GOOD             AMS
 FW1647  HISTORY     - 1959     GOOD             CGS
 FW1647  HISTORY     - 1962     GOOD             CGS
 FW1647  HISTORY     - 1968     GOOD             CGS
 FW1647  HISTORY     - 1975     GOOD             NGS
 FW1647  HISTORY     - 1980     GOOD             NOS
 FW1647  HISTORY     - 20010728 GOOD             USPSQD
 FW1647
 FW1647                          STATION DESCRIPTION
 FW1647
 FW1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1647'RECOVERED IN GOOD CONDITION.
 FW1647
 FW1647                          STATION RECOVERY (1955)
 FW1647
 FW1647'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FW1647'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FW1647
 FW1647                          STATION RECOVERY (1959)
 FW1647
 FW1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1647'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW1647
 FW1647                          STATION RECOVERY (1962)
 FW1647
 FW1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 FW1647'STATION RECOVERED AS DESCRIBED.
 FW1647
 FW1647                          STATION RECOVERY (1968)
 FW1647
 FW1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FW1647'STATION RECOVERED IN GOOD CONDITION.  IT IS ATOP THE CAVALIER
 FW1647'HOTEL, A PROMINENT BUILDING IN VIRGINIA BEACH.  OXIDATION
 FW1647'HAS TURNED THE CUPOLA GREEN.  CUPOLA IS 126 FEET ABOVE GROUND.
 FW1647
 FW1647                          STATION RECOVERY (1975)
 FW1647
 FW1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EP)
 FW1647'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 FW1647'DESCRIBED.
 FW1647'
 FW1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VIRGINIA
 FW1647'BEACH.
 FW1647
 FW1647                          STATION RECOVERY (1980)
 FW1647
 FW1647'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW1647'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FW1647
 FW1647                          STATION RECOVERY (2001)
 FW1647
 FW1647'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FW1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4908 ***********************************************************************
 GV4908  DESIGNATION -  CAVE
 GV4908  PID         -  GV4908
 GV4908  STATE/COUNTY-  VA/KING WILLIAM
 GV4908  USGS QUAD   -  NEW KENT (1978)
 GV4908
 GV4908                         *CURRENT SURVEY CONTROL
 GV4908  ___________________________________________________________________
 GV4908* NAD 83(1993)-  37 33 29.06063(N)    076 56 42.45037(W)     ADJUSTED  
 GV4908* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4908  ___________________________________________________________________
 GV4908  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GV4908  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GV4908
 GV4908  HORZ ORDER  -  THIRD
 GV4908
 GV4908.The horizontal coordinates were established by classical geodetic methods
 GV4908.and adjusted by the National Geodetic Survey in November 1994..
 GV4908
 GV4908.The orthometric height was scaled from a topographic map.
 GV4908
 GV4908.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4908
 GV4908.The geoid height was determined by GEOID03.
 GV4908
 GV4908;                    North         East     Units Scale Factor Converg.
 GV4908;SPC VA S     - 1,137,047.536 3,637,370.999   MT  0.99995092   +0 56 37.3
 GV4908;SPC VA S     - 3,730,463.46 11,933,608.02   sFT  0.99995092   +0 56 37.3
 GV4908;UTM  18      - 4,158,562.137   328,194.926   MT  0.99996359   -1 11 09.5
 GV4908
 GV4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4908!SPC VA S     -   1.00000543  x   0.99995092  =   0.99995635
 GV4908!UTM  18      -   1.00000543  x   0.99996359  =   0.99996902
 GV4908
 GV4908:                Primary Azimuth Mark                     Grid Az
 GV4908:SPC VA S     -  JOHNSON                                  037 33 31.6
 GV4908:UTM  18      -  JOHNSON                                  039 41 18.4
 GV4908
 GV4908|---------------------------------------------------------------------|
 GV4908| PID    Reference Object                     Distance      Geod. Az  |
 GV4908|                                                           dddmmss.s |
 GV4908| GV4949 JOHNSON                             APPROX. 0.5 KM 0383008.9 |
 GV4908| GV4934 FOUND                               382.886 METERS 08741     |
 GV4908| DC9060 CAVE RM 1                             1.433 METERS 10635     |
 GV4908| GV4910 CHANDLERS HOUSE NORTH CHIMNEY       APPROX. 1.9 KM 1663252.9 |
 GV4908| DC9061 CAVE RM 2                             3.149 METERS 28543     |
 GV4908| DC9062 CAVE RM 3                             4.261 METERS 34857     |
 GV4908|---------------------------------------------------------------------|
 GV4908
 GV4908                          SUPERSEDED SURVEY CONTROL
 GV4908
 GV4908  NAD 83(1986)-  37 33 29.06195(N)    076 56 42.46601(W) AD(       ) 3
 GV4908  NAD 27      -  37 33 28.54100(N)    076 56 43.59100(W) AD(       ) 3
 GV4908
 GV4908.Superseded values are not recommended for survey control.
 GV4908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4908.See file dsdata.txt to determine how the superseded data were derived.
 GV4908
 GV4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2819558562(NAD 83)
 GV4908_MARKER: P = PIPE CAP
 GV4908_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4908_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4908
 GV4908  HISTORY     - Date     Condition        Report By
 GV4908  HISTORY     - 1912     MONUMENTED       CGS
 GV4908  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4908  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4908
 GV4908                          STATION DESCRIPTION
 GV4908
 GV4908'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4908'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV4908'IN THE CONCAVE BEND, ABOUT 390 METERS ABOVE W.P. JOHNSONS HOUSE,
 GV4908'ON THE MOST PROMINENT POINT OF THE DENSELY WOODED POQUOSIN,
 GV4908'UPON A FIRM BUNCH OF ROOTS AND EARTH.
 GV4908'
 GV4908'STATION IS MARKED BY AN IRON PIPE FILLED WITH AND SET IN CEMENT,
 GV4908'STANDING 8 INCHES ABOVE SURFACE, AND CARRYING A REGULATION
 GV4908'BRASS CAP WITH LEGEND.
 GV4908'
 GV4908'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE ON 10-INCH GUM TREE
 GV4908'AT WATERS EDGE, DISTANT 1.433 METERS ON LINE 68 DEG 04 MIN 48 SEC.
 GV4908'TO RIGHT OF LINE TO STATION JOHNSON.
 GV4908'
 GV4908'REFERENCE MARK NO. 2 IS A NAIL IN TRIANGLE ON 2 1/2-FOOT GUM,
 GV4908'DISTANT 3.149 METERS ON LINE 247 DEG 12 MIN 48 SEC.  TO RIGHT
 GV4908'OF LINE TO STATION JOHNSON.
 GV4908'
 GV4908'REFERENCE MARK NO. 3 IS A NAIL IN TRIANGLE CUT ON 18-INCH GUM,
 GV4908'DISTANT 4.261 METERS AND ON LINE 310 DEG 27 MIN 20 SEC.  TO
 GV4908'RIGHT OF LINE TO STATION JOHNSON.
 GV4908
 GV4908                          STATION RECOVERY (1999)
 GV4908
 GV4908'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4908'MARK NOT FOUND.
 GV4908
 GV4908                          STATION RECOVERY (2003)
 GV4908
 GV4908'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1220 ***********************************************************************
 HW1220  CBN         -  This is a Cooperative Base Network Control Station.
 HW1220  DESIGNATION -  CAVERN
 HW1220  PID         -  HW1220
 HW1220  STATE/COUNTY-  VA/PAGE
 HW1220  USGS QUAD   -  HAMBURG (1984)
 HW1220
 HW1220                         *CURRENT SURVEY CONTROL
 HW1220  ___________________________________________________________________
 HW1220* NAD 83(1993)-  38 39 03.16662(N)    078 31 28.62280(W)     ADJUSTED  
 HW1220* NAVD 88     -       279.155  (meters)     915.86   (feet)  ADJUSTED  
 HW1220  ___________________________________________________________________
 HW1220  X           -     992,310.891 (meters)                     COMP
 HW1220  Y           -  -4,888,113.042 (meters)                     COMP
 HW1220  Z           -   3,962,277.244 (meters)                     COMP
 HW1220  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HW1220  ELLIP HEIGHT-         246.38  (meters)          (07/14/04) GPS OBS
 HW1220  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HW1220  DYNAMIC HT  -         278.965 (meters)     915.24  (feet)  COMP
 HW1220  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HW1220
 HW1220  HORZ ORDER  -  B
 HW1220  VERT ORDER  -  SECOND    CLASS 0
 HW1220  ELLP ORDER  -  THIRD     CLASS II
 HW1220
 HW1220.The horizontal coordinates were established by GPS observations
 HW1220.and adjusted by the National Geodetic Survey in June 1994..
 HW1220
 HW1220.The orthometric height was determined by differential leveling
 HW1220.and adjusted by the National Geodetic Survey in June 1991..
 HW1220
 HW1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW1220
 HW1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1220
 HW1220.The ellipsoidal height was determined by GPS observations
 HW1220.and is referenced to NAD 83.
 HW1220
 HW1220.The geoid height was determined by GEOID03.
 HW1220
 HW1220.The dynamic height is computed by dividing the NAVD 88
 HW1220.geopotential number by the normal gravity value computed on the
 HW1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1220.degrees latitude (g = 980.6199 gals.).
 HW1220
 HW1220.The modeled gravity was interpolated from observed gravity values.
 HW1220
 HW1220;                    North         East     Units Scale Factor Converg.
 HW1220;SPC VA N     - 2,109,246.592 3,497,857.150   MT  0.99994855   -0 00 55.3
 HW1220;SPC VA N     - 6,920,086.53 11,475,886.33   sFT  0.99994855   -0 00 55.3
 HW1220;UTM  17      - 4,280,942.809   715,411.957   MT  1.00017145   +1 32 47.9
 HW1220
 HW1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1220!SPC VA N     -   0.99996134  x   0.99994855  =   0.99990990
 HW1220!UTM  17      -   0.99996134  x   1.00017145  =   1.00013279
 HW1220
 HW1220|---------------------------------------------------------------------|
 HW1220| PID    Reference Object                     Distance      Geod. Az  |
 HW1220|                                                           dddmmss.s |
 HW1220| HW1219 CAVERN RM 1                          11.405 METERS 05228     |
 HW1220| HW3279 LURAY RADIO STATION WRAA MAST       APPROX. 3.1 KM 0714250.0 |
 HW1220|---------------------------------------------------------------------|
 HW1220
 HW1220                          SUPERSEDED SURVEY CONTROL
 HW1220
 HW1220  ELLIP H (08/14/01)  246.35   (m)                       GP(       ) 4 1
 HW1220  ELLIP H (06/29/94)  246.40   (m)                       GP(       ) 4 1
 HW1220  NAD 83(1993)-  38 39 03.16662(N)    078 31 28.62281(W) AD(       ) B
 HW1220  ELLIP H (04/04/94)  246.40   (m)                       GP(       ) 4 1
 HW1220  NAD 83(1986)-  38 39 03.16563(N)    078 31 28.62907(W) AD(       ) 2
 HW1220  NAD 27      -  38 39 02.74687(N)    078 31 29.58079(W) AD(       ) 2
 HW1220  NAVD 88 (04/04/94)  279.16   (m)          915.9    (f) LEVELING    3  
 HW1220  NGVD 29 (??/??/92)  279.326  (m)          916.42   (f) ADJ UNCH    2 0
 HW1220
 HW1220.Superseded values are not recommended for survey control.
 HW1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1220.See file dsdata.txt to determine how the superseded data were derived.
 HW1220
 HW1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1541280943(NAD 83)
 HW1220_MARKER: DE = TRAVERSE STATION DISK
 HW1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1220_SP_SET: CONCRETE POST
 HW1220_STAMPING: CAVERN 1965
 HW1220_MARK LOGO: CGS   
 HW1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1220+STABILITY: SURFACE MOTION
 HW1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW1220+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2000
 HW1220
 HW1220  HISTORY     - Date     Condition        Report By
 HW1220  HISTORY     - 1965     MONUMENTED       CGS
 HW1220  HISTORY     - 1965     GOOD             CGS
 HW1220  HISTORY     - 19930715 GOOD             NGS
 HW1220  HISTORY     - 20000320 GOOD             VADOT
 HW1220
 HW1220                          STATION DESCRIPTION
 HW1220
 HW1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW1220'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF LURAY, 0.5
 HW1220'MILE NORTHEAST OF THE SOUTH FORK SHENANDOAH RIVER AND ON THE NORTH
 HW1220'RIGHT-OF-WAY OF U.S. HIGHWAY 211.
 HW1220'
 HW1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 211
 HW1220'AND 340 IN LURAY, GO WESTERLY ON U.S. HIGHWAY 211 FOR 3.5 MILES TO
 HW1220'A CROSSROADS, COUNTY ROUTE 646, CONTINUE WESTERLY ON U.S. HIGHWAY
 HW1220'211 FOR 0.05 MILE TO A CUT BANK ON THE RIGHT AND STATION ABOUT
 HW1220'20 FEET HIGHER THAN HIGHWAY.
 HW1220'
 HW1220'THE STATION MARK IS 52 FEET NORTHWEST OF THE APPROXIMATE
 HW1220'CENTER OF U.S. HIGHWAY 211 AND 3.2 FEET SOUTHEAST OF A
 HW1220'METAL WITNESS POST IN A WOVEN WIRE FENCE LINE.  IT IS A
 HW1220'STANDARD TRAVERSE DISK STAMPED CAVERN 1965 SET IN A FLUSH,
 HW1220'SQUARE CONCRETE MONUMENT.
 HW1220'
 HW1220'REFERENCE MARK NO. 1 IS 52 FEET NORTHWEST OF THE APPROXIMATE
 HW1220'CENTER OF U.S. HIGHWAY 211, 37.5 FEET NORTHEAST OF A METAL
 HW1220'WITNESS POST AND 1 FOOT SOUTHEAST OF A WOVEN WIRE FENCE.
 HW1220'IT IS A STANDARD DISK STAMPED CAVERN NO 1 1965 SET IN A FLUSH,
 HW1220'ROUND CONCRETE MONUMENT.
 HW1220'
 HW1220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW1220
 HW1220                          STATION RECOVERY (1965)
 HW1220
 HW1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HW1220'3.6 MI W FROM LURAY.
 HW1220'3.6 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE HAWKSBILL CREEK
 HW1220'BRIDGE, IN LURAY, TO THE MARK SET IN THE TOP OF A CONCRETE POST,
 HW1220'FLUSH, ON THE TOP OF A HIGHWAY CUT, 0.05 MILE WEST OF COUNTY
 HW1220'ROAD 646, 37.4 FEET SOUTHWEST OF RM 1, 52 FEET NORTHWEST OF THE
 HW1220'CENTERLINE OF HIGHWAY, 3.2 FEET SOUTHEAST OF A METAL WITNESS
 HW1220'SIGN AND WIRE FENCE AND IS ABOUT 15 FEET ABOVE THE LEVEL OF
 HW1220'THE HIGHWAY.
 HW1220
 HW1220                          STATION RECOVERY (1993)
 HW1220
 HW1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HW1220'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) EAST OF NEW MARKET, 5.6
 HW1220'KM (3.45 MI) WEST OF LURAY, 0.8 KM (0.50 MI) NORTHEAST OF SOUTH FORK
 HW1220'OF THE SHENANDOAH RIVER ALONG U.S HIGHWAY 211. OWNERSHIP--ALBIN
 HW1220'CAMPBELL, 22466 HENDERSON ROAD, CLIFTON, VA 22024--ON PROPERTY,
 HW1220'CONTACT MS CLAIRE JENNINGS, ROUTE 5 BOX 321, LURAY, VA 22835, PHONE--
 HW1220'(804) 743-2544.
 HW1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 211 BYPASS AND
 HW1220'U.S. HIGHWAY 211 BUSINESS AT THE WEST SIDE OF LURAY (JUST WEST OF THE
 HW1220'ENTRANCE TO LURAY CAVERNS), GO WEST ON U.S. HIGHWAY 211 FOR 3.6 KM
 HW1220'(2.25 MI) TO A CROSSROAD AND SECONDARY STATE HIGHWAY 646, CONTINUE
 HW1220'AHEAD WEST FOR 0.08 KM (0.05 MI) TO A GRAVELED DRIVE ON RIGHT,
 HW1220'CONTINUE AHEAD WEST FOR ABOUT 76 M (249.3 FT) TO THE STATION ON THE
 HW1220'RIGHT, AT A CUT BANK ABOUT 6 M (19.7 FT) HIGHER THAN THE HIGHWAY.
 HW1220'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 26.7 M (87.6 FT)
 HW1220'SOUTHEAST FROM THE SOUTHEAST CORNER OF CARPORT OF THE HOUSE, 16.5 M
 HW1220'(54.1 FT) NORTH FROM THE CENTER OF THE WESTBOUND LANE OF U.S HIGHWAY
 HW1220'211, 3.8 M (12.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 HW1220'GRAVELED DRIVE, AND 1.0 M (3.3 FT) SOUTH FROM A METAL WITNESS POST
 HW1220'WITH SIGN.
 HW1220
 HW1220                          STATION RECOVERY (2000)
 HW1220
 HW1220'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (DH)
 HW1220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1219 ***********************************************************************
 HW1219  DESIGNATION -  CAVERN RM 1
 HW1219  PID         -  HW1219
 HW1219  STATE/COUNTY-  VA/PAGE
 HW1219  USGS QUAD   -  HAMBURG (1984)
 HW1219
 HW1219                         *CURRENT SURVEY CONTROL
 HW1219  ___________________________________________________________________
 HW1219* NAD 83(1986)-  38 39 02.     (N)    078 31 28.     (W)     SCALED    
 HW1219* NAVD 88     -       278.899  (meters)     915.02   (feet)  ADJUSTED  
 HW1219  ___________________________________________________________________
 HW1219  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HW1219  DYNAMIC HT  -         278.709 (meters)     914.40  (feet)  COMP
 HW1219  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HW1219
 HW1219  VERT ORDER  -  SECOND    CLASS 0
 HW1219
 HW1219.The horizontal coordinates were scaled from a topographic map and have
 HW1219.an estimated accuracy of +/- 6 seconds.
 HW1219
 HW1219.The orthometric height was determined by differential leveling
 HW1219.and adjusted by the National Geodetic Survey in June 1991..
 HW1219
 HW1219.The geoid height was determined by GEOID03.
 HW1219
 HW1219.The dynamic height is computed by dividing the NAVD 88
 HW1219.geopotential number by the normal gravity value computed on the
 HW1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1219.degrees latitude (g = 980.6199 gals.).
 HW1219
 HW1219.The modeled gravity was interpolated from observed gravity values.
 HW1219
 HW1219;                    North         East    Units  Estimated Accuracy
 HW1219;SPC VA N     - 2,109,210.    3,497,870.      MT  (+/- 180 meters Scaled)
 HW1219
 HW1219                          SUPERSEDED SURVEY CONTROL
 HW1219
 HW1219  NGVD 29 (??/??/92)  279.069  (m)          915.58   (f) ADJ UNCH    2 0
 HW1219
 HW1219.Superseded values are not recommended for survey control.
 HW1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1219.See file dsdata.txt to determine how the superseded data were derived.
 HW1219
 HW1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC154809(NAD 83)
 HW1219_MARKER: DR = REFERENCE MARK DISK
 HW1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1219_STAMPING: CAVERN NO 1 1965
 HW1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1219+STABILITY: SURFACE MOTION
 HW1219
 HW1219  HISTORY     - Date     Condition        Report By
 HW1219  HISTORY     - 1965     MONUMENTED       CGS
 HW1219
 HW1219                          STATION DESCRIPTION
 HW1219
 HW1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW1219'3.6 MI W FROM LURAY.
 HW1219'AT THE CAVERN STATION SITE-- 37.4 FEET NORTHEAST OF THE STATION,
 HW1219'52 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 37.5 FEET
 HW1219'NORTHEAST OF A METAL WINTESS SIGN, 1 FOOT SOUTHEAST OF A WIRE
 HW1219'FENCE AND IS SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 HW1219'ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1213 ***********************************************************************
 FX1213  DESIGNATION -  CAW=Q 11
 FX1213  PID         -  FX1213
 FX1213  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1213  USGS QUAD   -  BOYKINS (1979)
 FX1213
 FX1213                         *CURRENT SURVEY CONTROL
 FX1213  ___________________________________________________________________
 FX1213* NAD 83(1993)-  36 35 09.70968(N)    077 11 50.54363(W)     ADJUSTED  
 FX1213* NAVD 88     -        11.123  (meters)      36.49   (feet)  ADJUSTED  
 FX1213  ___________________________________________________________________
 FX1213  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FX1213  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FX1213  DYNAMIC HT  -          11.115 (meters)      36.47  (feet)  COMP
 FX1213  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX1213
 FX1213  HORZ ORDER  -  SECOND
 FX1213  VERT ORDER  -  SECOND    CLASS I
 FX1213
 FX1213.The horizontal coordinates were established by classical geodetic methods
 FX1213.and adjusted by the National Geodetic Survey in September 1995..
 FX1213
 FX1213.The orthometric height was determined by differential leveling
 FX1213.and adjusted by the National Geodetic Survey in April 2001..
 FX1213.No vertical observational check was made to the station.
 FX1213
 FX1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1213
 FX1213.The geoid height was determined by GEOID03.
 FX1213
 FX1213.The dynamic height is computed by dividing the NAVD 88
 FX1213.geopotential number by the normal gravity value computed on the
 FX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1213.degrees latitude (g = 980.6199 gals.).
 FX1213
 FX1213.The modeled gravity was interpolated from observed gravity values.
 FX1213
 FX1213;                    North         East     Units Scale Factor Converg.
 FX1213;SPC VA S     - 1,028,847.458 3,616,575.226   MT  1.00003769   +0 47 26.1
 FX1213;SPC VA S     - 3,375,477.04 11,865,380.55   sFT  1.00003769   +0 47 26.1
 FX1213;SPC NC       -   316,096.861   770,936.073   MT  1.00014408   +1 02 25.5
 FX1213;SPC NC       - 1,037,061.12  2,529,312.77   sFT  1.00014408   +1 02 25.5
 FX1213;UTM  18      - 4,051,198.419   303,417.498   MT  1.00007613   -1 18 36.4
 FX1213
 FX1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1213!SPC VA S     -   1.00000370  x   1.00003769  =   1.00004139
 FX1213!SPC NC       -   1.00000370  x   1.00014408  =   1.00014778
 FX1213!UTM  18      -   1.00000370  x   1.00007613  =   1.00007983
 FX1213
 FX1213:                Primary Azimuth Mark                     Grid Az
 FX1213:SPC VA S     -  CAT                                      047 50 15.6
 FX1213:SPC NC       -  CAT                                      047 35 16.2
 FX1213:UTM  18      -  CAT                                      049 56 18.1
 FX1213
 FX1213|---------------------------------------------------------------------|
 FX1213| PID    Reference Object                     Distance      Geod. Az  |
 FX1213|                                                           dddmmss.s |
 FX1213| FX4108 CAT                                 APPROX. 1.4 KM 0483741.7 |
 FX1213| DC8148 CAW RM                               31.500 METERS 21149     |
 FX1213| FX4107 BOYKINS                             463.910 METERS 2361317.2 |
 FX1213|---------------------------------------------------------------------|
 FX1213
 FX1213                          SUPERSEDED SURVEY CONTROL
 FX1213
 FX1213  NAD 83(1986)-  36 35 09.71451(N)    077 11 50.55983(W) AD(       ) 2
 FX1213  NAD 27      -  36 35 09.17960(N)    077 11 51.68260(W) AD(       ) 2
 FX1213  NAVD 88 (06/15/91)   11.139  (m)           36.55   (f) UNKNOWN     1 2
 FX1213  NGVD 29 (??/??/92)   11.482  (m)           37.67   (f) ADJ UNCH    1 2
 FX1213
 FX1213.Superseded values are not recommended for survey control.
 FX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1213.See file dsdata.txt to determine how the superseded data were derived.
 FX1213
 FX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0341751198(NAD 83)
 FX1213_MARKER: DS = TRIANGULATION STATION DISK
 FX1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1213_STAMPING: CAW 1918 ELEV 37 ELEV 37.654
 FX1213_MARK LOGO: CGS   
 FX1213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1213+STABILITY: SURFACE MOTION
 FX1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1213+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FX1213
 FX1213  HISTORY     - Date     Condition        Report By
 FX1213  HISTORY     - 1918     MONUMENTED       CGS
 FX1213  HISTORY     - 1934     GOOD             CGS
 FX1213  HISTORY     - 1934     GOOD             CGS
 FX1213  HISTORY     - 1953     GOOD             NGS
 FX1213  HISTORY     - 1964     MARK NOT FOUND   USGS
 FX1213  HISTORY     - 1978     GOOD             NGS
 FX1213  HISTORY     - 19970528 POOR             NCGS
 FX1213
 FX1213                          STATION DESCRIPTION
 FX1213
 FX1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1213'STATION IS ABOUT 220 YARDS E OF THE SEABOARD AIR LINE RAILWAY
 FX1213'STATION AT BOYKINS, 65 YARDS E OF MILEPOST 54, 65 YARDS
 FX1213'W OF A RAILROAD WATER TANK, 4.523 METERS (14.84 FEET) S
 FX1213'OF THE S RAIL, 2 YARDS W OF THE E END OF A BRICK WAREHOUSE,
 FX1213'10 YARDS N OF THE WAREHOUSE, AND 4 YARDS E OF THE MOST EASTERLY
 FX1213'SWITCH TARGET AT BOYKINS.  THE UNDERGROUND MARK IS A NAIL
 FX1213'IN CONCRETE.  THE SURFACE MARK
 FX1213'IS A BRONZE TABLET SET IN CONCRETE.
 FX1213'THE REFERENCE MARK IS A BRONZE TABLET SET IN THE NW
 FX1213'CORNER OF THE BRICK WAREHOUSE, 31.50 METERS (103.3 FEET)
 FX1213'FROM THE STATION S 31 DEG 49 MIN W.
 FX1213
 FX1213                          STATION RECOVERY (1934)
 FX1213
 FX1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1213'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX1213
 FX1213                          STATION RECOVERY (1934)
 FX1213
 FX1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX1213'AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 285 YARDS SE OF THE
 FX1213'SEABOARD AIR LINE RAILWAY STATION, ABOUT 226 FEET E OF MILEPOST
 FX1213'54, 4 FEET E OF THE E SWITCH TARGET, AND 15 FEET S OF THE
 FX1213'S RAIL.  A BRONZE TRIANGULATION STATION DISK, STAMPED CAW
 FX1213'Q 11 1918, SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1213'ABOUT 10 INCHES ABOVE THE GROUND.  (11.482 METERS OR 37.671
 FX1213'FEET.)
 FX1213
 FX1213                          STATION RECOVERY (1953)
 FX1213
 FX1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FX1213'AT BOYKINS.
 FX1213'AT BOYKINS, 0.15 MILE NORTHEAST ALONG THE SEABOARD AIR LINE
 FX1213'RAILWAY FROM THE STATION, 228 FEET NORTHEAST AND ACROSS TRACK
 FX1213'FROM MILE POST 54, 15 FEET SOUTHEAST OF SOUTHEAST RAIL, 9 FEET
 FX1213'SOUTHEAST OF A SWITCH STAND AT THE NORTHEAST END OF A SIDING,
 FX1213'71 YARDS SOUTHWEST OF A RAILROAD WATER TOWER, 37 FEET NORTHWEST
 FX1213'OF NORTH CORNER OF A LARGE TIN ROOFED CONCRETE BLOCK STORAGE
 FX1213'BUILDING, 1 FOOT BELOW TOP OF RAIL AND SET IN THE TOP OF A
 FX1213'CONCRETE POST PROJECTING 4 INCHES.
 FX1213
 FX1213                          STATION RECOVERY (1964)
 FX1213
 FX1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FX1213'DESTROYED.
 FX1213
 FX1213                          STATION RECOVERY (1978)
 FX1213
 FX1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1213'RECOVERED IN GOOD CONDITION.
 FX1213
 FX1213                          STATION RECOVERY (1997)
 FX1213
 FX1213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX1213'STATION WAS RECOVERED IN FAIR CONDITION.  TOP OF MONUMENT AND DISK ARE
 FX1213'PARTIALLY OBLITERATED BUT MONUMENT APPEARS TO BE STABLE.  MARK IS SET
 FX1213'IN THE TOP OF A SQUARE CONCRETE MONUMENT NOT ROUND AS DESCRIBED
 FX1213'PREVIOUSLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1210 ***********************************************************************
 FX1210  DESIGNATION -  CAY=T 11
 FX1210  PID         -  FX1210
 FX1210  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1210  USGS QUAD   -  BOYKINS (1979)
 FX1210
 FX1210                         *CURRENT SURVEY CONTROL
 FX1210  ___________________________________________________________________
 FX1210* NAD 83(1993)-  36 34 27.37739(N)    077 14 25.47576(W)     ADJUSTED  
 FX1210* NAVD 88     -        11.605  (meters)      38.07   (feet)  POSTED    
 FX1210  ___________________________________________________________________
 FX1210  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FX1210  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FX1210  DYNAMIC HT  -          11.600 (meters)      38.06  (feet)  COMP
 FX1210  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 FX1210
 FX1210  HORZ ORDER  -  SECOND
 FX1210  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1210
 FX1210.The horizontal coordinates were established by classical geodetic methods
 FX1210.and adjusted by the National Geodetic Survey in September 1995..
 FX1210
 FX1210.The orthometric height was determined by differential leveling
 FX1210.and adjusted by the National Geodetic Survey in 1992..
 FX1210.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1210.rate of 0.0 thru 1.0 mm/km.
 FX1210
 FX1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1210
 FX1210.The geoid height was determined by GEOID03.
 FX1210
 FX1210.The dynamic height is computed by dividing the NAVD 88
 FX1210.geopotential number by the normal gravity value computed on the
 FX1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1210.degrees latitude (g = 980.6199 gals.).
 FX1210
 FX1210.The modeled gravity was interpolated from observed gravity values.
 FX1210
 FX1210;                    North         East     Units Scale Factor Converg.
 FX1210;SPC VA S     - 1,027,490.366 3,612,741.410   MT  1.00004049   +0 45 52.1
 FX1210;SPC VA S     - 3,371,024.64 11,852,802.44   sFT  1.00004049   +0 45 52.1
 FX1210;SPC NC       -   314,722.882   767,107.834   MT  1.00013931   +1 00 56.1
 FX1210;SPC NC       - 1,032,553.32  2,516,752.95   sFT  1.00013931   +1 00 56.1
 FX1210;UTM  18      - 4,049,982.688   299,536.342   MT  1.00009512   -1 20 07.5
 FX1210
 FX1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1210!SPC VA S     -   1.00000360  x   1.00004049  =   1.00004409
 FX1210!SPC NC       -   1.00000360  x   1.00013931  =   1.00014292
 FX1210!UTM  18      -   1.00000360  x   1.00009512  =   1.00009873
 FX1210
 FX1210|---------------------------------------------------------------------|
 FX1210| PID    Reference Object                     Distance      Geod. Az  |
 FX1210|                                                           dddmmss.s |
 FX1210| DC8149 CAY RM=U 11                         106.530 METERS 04136     |
 FX1210| FX4107 BOYKINS                             APPROX. 3.6 KM 0731053.5 |
 FX1210|---------------------------------------------------------------------|
 FX1210
 FX1210                          SUPERSEDED SURVEY CONTROL
 FX1210
 FX1210  NAD 83(1986)-  36 34 27.38208(N)    077 14 25.49111(W) AD(       ) 2
 FX1210  NAD 27      -  36 34 26.85560(N)    077 14 26.61350(W) AD(       ) 2
 FX1210  NGVD 29 (??/??/92)   11.944  (m)           39.19   (f) ADJ UNCH    1 2
 FX1210
 FX1210.Superseded values are not recommended for survey control.
 FX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1210.See file dsdata.txt to determine how the superseded data were derived.
 FX1210
 FX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9953649983(NAD 83)
 FX1210_MARKER: DS = TRIANGULATION STATION DISK
 FX1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1210_STAMPING: ELEV 39.167 FT CAY T 11 1918
 FX1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1210+STABILITY: SURFACE MOTION
 FX1210
 FX1210  HISTORY     - Date     Condition        Report By
 FX1210  HISTORY     - 1918     MONUMENTED       CGS
 FX1210  HISTORY     - 1918     GOOD             CGS
 FX1210  HISTORY     - 1934     GOOD             CGS
 FX1210  HISTORY     - 1934     GOOD             CGS
 FX1210  HISTORY     - 1934     GOOD             NGS
 FX1210  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1210
 FX1210                          STATION DESCRIPTION
 FX1210
 FX1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1210'STATION IS ABOUT 1/2 MILE E OF THE SEABOARD AIR LINE RAILWAY
 FX1210'STATION AT BRANCHVILLE, AT ABOUT THE MIDDLE OF THE FIRST
 FX1210'CURVE E OF THE STATION, 10.42 METERS (34.2 FEET) N OF THE
 FX1210'N RAIL, 10 YARDS S OF THE RIGHT-OF-WAY FENCE, AND 135 YARDS
 FX1210'E OF A CULVERT UNDER THE TRACK.  THE UNDERGROUND MARK IS
 FX1210'A NAIL IN CONCRETE.  THE SURFACE
 FX1210'MARK IS A BRONZE TABLET SET IN CONCRETE, AS DESCRIBED IN
 FX1210'THE REFERENCE MARK IS A BRONZE TABLET SET IN THE
 FX1210'W FACE OF THE CHIMNEY OF A NEGRO DWELLING, 106.53 METERS
 FX1210'(349.5 FEET) FROM THE STATION N 41 DEG 37 MIN E.
 FX1210
 FX1210                          STATION RECOVERY (1918)
 FX1210
 FX1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918
 FX1210'0.6 MI NE FROM BRANCHVILLE.
 FX1210'0.6 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1210'THE STATION AT BRANCHVILLE, SOUTHAMPTON COUNTY, AT ABOUT THE
 FX1210'MIDDLE OF THE FIRST CURVE NORTHEAST OF THE STATION, ABOUT 395
 FX1210'FEET NORTHEAST OF A CULVERT, 36 FEET NORTH OF THE CENTER LINE
 FX1210'OF THE TRACK, ABOUT 15 YARDS SOUTH OF A ROW OF POLES, AND
 FX1210'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD TRIANGULATION-STATION
 FX1210'DISK, STAMPED ELEV. 39.167 FT. CAY T 11 1918 AND SET IN THE TOP
 FX1210'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 FX1210
 FX1210                          STATION RECOVERY (1934)
 FX1210
 FX1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1210'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX1210
 FX1210                          STATION RECOVERY (1934)
 FX1210
 FX1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX1210'ABOUT 0.6 MILE NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1210'THE STATION AT BRANCHVILLE, SOUTHAMPTON COUNTY, AT ABOUT
 FX1210'THE MIDDLE OF THE FIRST CURVE NE OF THE STATION, ABOUT 395
 FX1210'FEET NE OF A CULVERT, 36 FEET N OF THE CENTER LINE OF THE
 FX1210'TRACK, ABOUT 15 YARDS S OF A ROW OF POLES, AND ABOUT 2 FEET
 FX1210'LOWER THAN THE TRACK.  A BRONZE TRIANGULATION STATION DISK,
 FX1210'STAMPED ELEV. 39.167 FT. CAY T 11 1918, SET IN THE TOP OF
 FX1210'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.  (11.944 METERS
 FX1210'OR 39.186 FEET.)
 FX1210'
 FX1210'THE RM IS ABOUT 0.6 MILE NE ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1210'THE STATION AT BRANCHVILLE, SOUTHAMPTON COUNTY, ABOUT 71
 FX1210'YARDS N OF THE CENTER LINE OF THE TRACK, IN THE W FACE OF
 FX1210'THE CHIMNEY OF A NEGRO HOUSE, AND ABOUT 2 FEET ABOVE THE
 FX1210'GROUND.  A BRONZE REFERENCE MARK DISK, STAMPED CAY U 11
 FX1210'1918, SET VERTICALLY.  (13.418 METERS OR 44.022 FEET.)
 FX1210
 FX1210                          STATION RECOVERY (1934)
 FX1210
 FX1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FX1210'RECOVERED IN GOOD CONDITION.
 FX1210
 FX1210                          STATION RECOVERY (1978)
 FX1210
 FX1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1210'NOTE=THERE IS A LARGE DITCH AT THIS LOCATION.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0548 ***********************************************************************
 FY0548  DESIGNATION -  CB 2 USE
 FY0548  PID         -  FY0548
 FY0548  STATE/COUNTY-  VA/MECKLENBURG
 FY0548  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0548
 FY0548                         *CURRENT SURVEY CONTROL
 FY0548  ___________________________________________________________________
 FY0548* NAD 83(1986)-  36 37 37.     (N)    078 33 10.     (W)     SCALED    
 FY0548* NAVD 88     -        99.592  (meters)     326.74   (feet)  ADJUSTED  
 FY0548  ___________________________________________________________________
 FY0548  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FY0548  DYNAMIC HT  -          99.515 (meters)     326.49  (feet)  COMP
 FY0548  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 FY0548
 FY0548  VERT ORDER  -  FIRST     CLASS II
 FY0548
 FY0548.The horizontal coordinates were scaled from a topographic map and have
 FY0548.an estimated accuracy of +/- 6 seconds.
 FY0548
 FY0548.The orthometric height was determined by differential leveling
 FY0548.and adjusted by the National Geodetic Survey in June 1991..
 FY0548
 FY0548.The geoid height was determined by GEOID03.
 FY0548
 FY0548.The dynamic height is computed by dividing the NAVD 88
 FY0548.geopotential number by the normal gravity value computed on the
 FY0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0548.degrees latitude (g = 980.6199 gals.).
 FY0548
 FY0548.The modeled gravity was interpolated from observed gravity values.
 FY0548
 FY0548;                    North         East    Units  Estimated Accuracy
 FY0548;SPC VA S     - 1,032,590.    3,495,280.      MT  (+/- 180 meters Scaled)
 FY0548
 FY0548                          SUPERSEDED SURVEY CONTROL
 FY0548
 FY0548  NGVD 29 (03/05/92)   99.857  (m)          327.61   (f) ADJUSTED    1 2
 FY0548
 FY0548.Superseded values are not recommended for survey control.
 FY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0548.See file dsdata.txt to determine how the superseded data were derived.
 FY0548
 FY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA188562(NAD 83)
 FY0548_MARKER: DD = SURVEY DISK
 FY0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0548_SP_SET: SIDEWALK
 FY0548_STAMPING: CB 2 1953
 FY0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0548+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY0548
 FY0548  HISTORY     - Date     Condition        Report By
 FY0548  HISTORY     - 1953     MONUMENTED       DOD
 FY0548  HISTORY     - 1966     GOOD             NGS
 FY0548  HISTORY     - 1978     GOOD             NGS
 FY0548  HISTORY     - 20050321 GOOD             GEOCAC
 FY0548  HISTORY     - 20050716 GOOD             USPSQD
 FY0548  HISTORY     - 20051026 GOOD             USPSQD
 FY0548
 FY0548                          STATION DESCRIPTION
 FY0548
 FY0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0548'AT CLARKSVILLE.
 FY0548'AT CLARKSVILLE, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 58 FROM
 FY0548'THE POST OFFICE IN CLARKSVILLE, 16 FEET SOUTH OF THE CENTERLINE
 FY0548'OF HIGHWAY, 10 FEET EAST OF WEST END OF BRIDGE, SET IN THE
 FY0548'SOUTH SIDEWALK OF A BRIDGE OVER BUGGS ISLAND LAKE AND IS ABOUT
 FY0548'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 FY0548
 FY0548                          STATION RECOVERY (1978)
 FY0548
 FY0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0548'RECOVERED IN GOOD CONDITION.
 FY0548
 FY0548                          STATION RECOVERY (2005)
 FY0548
 FY0548'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0548'RECOVERED AS DESCRIBED IN THE SIDEWALK WEST (NOT EAST) OF THE WEST END
 FY0548'OF THE PHILIP WILSON MEMORIAL BRIDGE (BUILT IN 1933). IT WAS OBSERVED
 FY0548'THAT A NEW HIGHWAY BRIDGE IS BEING CONSTRUCTED 0.5 MILES SOUTH OF THE
 FY0548'PRESENT BRIDGE.
 FY0548
 FY0548                          STATION RECOVERY (2005)
 FY0548
 FY0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY0548'RECOVERED AS DESCRIBED
 FY0548
 FY0548                          STATION RECOVERY (2005)
 FY0548
 FY0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0548'THE MARK IS SOUTHWEST IN THE WEST END OF THE BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0882 ***********************************************************************
 HW0882  DESIGNATION -  CC 137
 HW0882  PID         -  HW0882
 HW0882  STATE/COUNTY-  VA/ROCKINGHAM
 HW0882  USGS QUAD   -  ELKTON WEST (1987)
 HW0882
 HW0882                         *CURRENT SURVEY CONTROL
 HW0882  ___________________________________________________________________
 HW0882* NAD 83(1986)-  38 24 23.     (N)    078 43 06.     (W)     SCALED    
 HW0882* NAVD 88     -       375.727  (meters)    1232.70   (feet)  ADJUSTED  
 HW0882  ___________________________________________________________________
 HW0882  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0882  DYNAMIC HT  -         375.456 (meters)    1231.81  (feet)  COMP
 HW0882  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HW0882
 HW0882  VERT ORDER  -  SECOND    CLASS 0
 HW0882
 HW0882.The horizontal coordinates were scaled from a topographic map and have
 HW0882.an estimated accuracy of +/- 6 seconds.
 HW0882
 HW0882.The orthometric height was determined by differential leveling
 HW0882.and adjusted by the National Geodetic Survey in June 1991..
 HW0882
 HW0882.The geoid height was determined by GEOID03.
 HW0882
 HW0882.The dynamic height is computed by dividing the NAVD 88
 HW0882.geopotential number by the normal gravity value computed on the
 HW0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0882.degrees latitude (g = 980.6199 gals.).
 HW0882
 HW0882.The modeled gravity was interpolated from observed gravity values.
 HW0882
 HW0882;                    North         East    Units  Estimated Accuracy
 HW0882;SPC VA N     - 2,082,130.    3,480,930.      MT  (+/- 180 meters Scaled)
 HW0882
 HW0882                          SUPERSEDED SURVEY CONTROL
 HW0882
 HW0882  NGVD 29 (??/??/92)  375.874  (m)         1233.18   (f) ADJ UNCH    2 0
 HW0882
 HW0882.Superseded values are not recommended for survey control.
 HW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0882.See file dsdata.txt to determine how the superseded data were derived.
 HW0882
 HW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC992533(NAD 83)
 HW0882_MARKER: DB = BENCH MARK DISK
 HW0882_SETTING: 80 = SET IN A BOULDER
 HW0882_SP_SET: BOULDER
 HW0882_STAMPING: CC 137 1935
 HW0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0882+STABILITY: SURFACE MOTION
 HW0882
 HW0882  HISTORY     - Date     Condition        Report By
 HW0882  HISTORY     - 1935     MONUMENTED       CGS
 HW0882  HISTORY     - 1968     GOOD             NGS
 HW0882
 HW0882                          STATION DESCRIPTION
 HW0882
 HW0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0882'0.3 MI NE FROM HOPKINS SPRINGS.
 HW0882'0.3 MILE NORTHEAST ALONG COUNTY ROAD 647 FROM HOPKINS SPRINGS,
 HW0882'ROCKINGHAM COUNTY, AT A ROAD JUNCTION, 66 FEET NORTH OF THE
 HW0882'CENTERLINE OF COUNTY ROAD 644, 21 FEET WEST OF THE CENTERLINE
 HW0882'OF COUNTY ROAD 647, 8 FEET NORTH OF THE BOARD FENCE, AND IN
 HW0882'THE TOP OF A BOULDER.  A STANDARD DISK.
 HW0882
 HW0882                          STATION RECOVERY (1968)
 HW0882
 HW0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3101 ***********************************************************************
 HV3101  DESIGNATION -  CC 232
 HV3101  PID         -  HV3101
 HV3101  STATE/COUNTY-  VA/STAFFORD
 HV3101  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3101
 HV3101                         *CURRENT SURVEY CONTROL
 HV3101  ___________________________________________________________________
 HV3101* NAD 83(1986)-  38 19 54.     (N)    077 28 30.     (W)     SCALED    
 HV3101* NAVD 88     -        65.681  (meters)     215.49   (feet)  ADJUSTED  
 HV3101  ___________________________________________________________________
 HV3101  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3101  DYNAMIC HT  -          65.640 (meters)     215.35  (feet)  COMP
 HV3101  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 HV3101
 HV3101  VERT ORDER  -  SECOND    CLASS 0
 HV3101
 HV3101.The horizontal coordinates were scaled from a topographic map and have
 HV3101.an estimated accuracy of +/- 6 seconds.
 HV3101
 HV3101.The orthometric height was determined by differential leveling
 HV3101.and adjusted by the National Geodetic Survey in June 1991..
 HV3101
 HV3101.The geoid height was determined by GEOID03.
 HV3101
 HV3101.The dynamic height is computed by dividing the NAVD 88
 HV3101.geopotential number by the normal gravity value computed on the
 HV3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3101.degrees latitude (g = 980.6199 gals.).
 HV3101
 HV3101.The modeled gravity was interpolated from observed gravity values.
 HV3101
 HV3101;                    North         East    Units  Estimated Accuracy
 HV3101;SPC VA N     - 2,074,310.    3,589,620.      MT  (+/- 180 meters Scaled)
 HV3101
 HV3101                          SUPERSEDED SURVEY CONTROL
 HV3101
 HV3101  NGVD 29 (??/??/??)   65.952  (m)          216.38   (f) ADJUSTED    2 0
 HV3101
 HV3101.Superseded values are not recommended for survey control.
 HV3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3101.See file dsdata.txt to determine how the superseded data were derived.
 HV3101
 HV3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH836455(NAD 83)
 HV3101_MARKER: DB = BENCH MARK DISK
 HV3101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3101_SP_SET: STEPS
 HV3101_STAMPING: CC 232 1941
 HV3101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3101
 HV3101  HISTORY     - Date     Condition        Report By
 HV3101  HISTORY     - 1941     MONUMENTED       CGS
 HV3101  HISTORY     - 1960     GOOD             CGS
 HV3101  HISTORY     - 1961     GOOD             CGS
 HV3101  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3101  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3101
 HV3101                          STATION DESCRIPTION
 HV3101
 HV3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3101'1 MI NW FROM FALMOUTH.
 HV3101'ABOUT 0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE NORTHEAST
 HV3101'END OF THE HIGHWAY BRIDGE OVER RAPPAHANNOCK RIVER AT FALMOUTH,
 HV3101'THENCE ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 17, THENCE
 HV3101'ABOUT 0.4 MILE NORTH-NORTHWEST ALONG ROAD 1001 (FORMERLY HIGHWAY
 HV3101'17), 96 FEET NORTHEAST OF THE CENTER LINE OF ROAD 1001, 1/2 FOOT
 HV3101'SOUTHEAST OF THE SOUTH CORNER OF GARI MELCHERS ELEMENTARY SCHOOL,
 HV3101'ON TOP OF THE WEST END OF THE FIRST STEP DOWN OF CONCRETE STEPS,
 HV3101'AND ABOUT 6 FEET ABOVE THE LEVEL OF ROAD 1001.
 HV3101
 HV3101                          STATION RECOVERY (1961)
 HV3101
 HV3101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HV3101'RECOVERED IN GOOD CONDITION.
 HV3101
 HV3101                          STATION RECOVERY (1984)
 HV3101
 HV3101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3101'MARK NOT FOUND.
 HV3101
 HV3101                          STATION RECOVERY (1996)
 HV3101
 HV3101'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0302 ***********************************************************************
 GW0302  DESIGNATION -  CCEHB
 GW0302  PID         -  GW0302
 GW0302  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0302  USGS QUAD   -  RICE (1984)
 GW0302
 GW0302                         *CURRENT SURVEY CONTROL
 GW0302  ___________________________________________________________________
 GW0302* NAD 83(1986)-  37 18 37.     (N)    078 18 59.     (W)     SCALED    
 GW0302* NAVD 88     -       119.681  (meters)     392.65   (feet)  ADJUSTED  
 GW0302  ___________________________________________________________________
 GW0302  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GW0302  DYNAMIC HT  -         119.596 (meters)     392.37  (feet)  COMP
 GW0302  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 GW0302
 GW0302  VERT ORDER  -  SECOND    CLASS 0
 GW0302
 GW0302.The horizontal coordinates were scaled from a topographic map and have
 GW0302.an estimated accuracy of +/- 6 seconds.
 GW0302
 GW0302.The orthometric height was determined by differential leveling
 GW0302.and adjusted by the National Geodetic Survey in June 1991..
 GW0302
 GW0302.The geoid height was determined by GEOID03.
 GW0302
 GW0302.The dynamic height is computed by dividing the NAVD 88
 GW0302.geopotential number by the normal gravity value computed on the
 GW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0302.degrees latitude (g = 980.6199 gals.).
 GW0302
 GW0302.The modeled gravity was interpolated from observed gravity values.
 GW0302
 GW0302;                    North         East    Units  Estimated Accuracy
 GW0302;SPC VA S     - 1,108,430.    3,516,280.      MT  (+/- 180 meters Scaled)
 GW0302
 GW0302                          SUPERSEDED SURVEY CONTROL
 GW0302
 GW0302  NGVD 29 (??/??/92)  119.941  (m)          393.51   (f) ADJ UNCH    2 0
 GW0302
 GW0302.Superseded values are not recommended for survey control.
 GW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0302.See file dsdata.txt to determine how the superseded data were derived.
 GW0302
 GW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB378326(NAD 83)
 GW0302_MARKER: Q = CHISELED SQUARE
 GW0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0302_SP_SET: BRIDGE
 GW0302_STAMPING: 395.10
 GW0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0302
 GW0302  HISTORY     - Date     Condition        Report By
 GW0302  HISTORY     - UNK      MONUMENTED       RBNF
 GW0302  HISTORY     - 1935     GOOD             NGS
 GW0302  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0302  HISTORY     - 20051117 MARK NOT FOUND   VADOT
 GW0302
 GW0302                          STATION DESCRIPTION
 GW0302
 GW0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0302'6 MI E FROM FARMVILLE.
 GW0302'ABOUT 6 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0302'THE STATION AT FARMVILLE, PRINCE EDWARD COUNTY, 0.4 MILE NORTHWEST
 GW0302'OF THE STATION AT HIGH BRIDGE, AT HIGH BRIDGE NO. 52, AND ON
 GW0302'THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT.  A
 GW0302'CHISELED SQUARE, MARKED 395.10.
 GW0302
 GW0302                          STATION RECOVERY (2001)
 GW0302
 GW0302'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0302'MARK NOT FOUND.
 GW0302
 GW0302                          STATION RECOVERY (2005)
 GW0302
 GW0302'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0303 ***********************************************************************
 GW0303  DESIGNATION -  CCWHB
 GW0303  PID         -  GW0303
 GW0303  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0303  USGS QUAD   -  RICE (1984)
 GW0303
 GW0303                         *CURRENT SURVEY CONTROL
 GW0303  ___________________________________________________________________
 GW0303* NAD 83(1986)-  37 18 53.     (N)    078 19 24.     (W)     SCALED    
 GW0303* NAVD 88     -       117.359  (meters)     385.04   (feet)  ADJUSTED  
 GW0303  ___________________________________________________________________
 GW0303  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 GW0303  DYNAMIC HT  -         117.275 (meters)     384.76  (feet)  COMP
 GW0303  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 GW0303
 GW0303  VERT ORDER  -  SECOND    CLASS 0
 GW0303
 GW0303.The horizontal coordinates were scaled from a topographic map and have
 GW0303.an estimated accuracy of +/- 6 seconds.
 GW0303
 GW0303.The orthometric height was determined by differential leveling
 GW0303.and adjusted by the National Geodetic Survey in June 1991..
 GW0303
 GW0303.The geoid height was determined by GEOID03.
 GW0303
 GW0303.The dynamic height is computed by dividing the NAVD 88
 GW0303.geopotential number by the normal gravity value computed on the
 GW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0303.degrees latitude (g = 980.6199 gals.).
 GW0303
 GW0303.The modeled gravity was interpolated from observed gravity values.
 GW0303
 GW0303;                    North         East    Units  Estimated Accuracy
 GW0303;SPC VA S     - 1,108,920.    3,515,660.      MT  (+/- 180 meters Scaled)
 GW0303
 GW0303                          SUPERSEDED SURVEY CONTROL
 GW0303
 GW0303  NGVD 29 (??/??/92)  117.620  (m)          385.89   (f) ADJ UNCH    2 0
 GW0303
 GW0303.Superseded values are not recommended for survey control.
 GW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0303.See file dsdata.txt to determine how the superseded data were derived.
 GW0303
 GW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB371331(NAD 83)
 GW0303_MARKER: O = CHISELED CIRCLE
 GW0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0303_SP_SET: BRIDGE
 GW0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0303
 GW0303  HISTORY     - Date     Condition        Report By
 GW0303  HISTORY     - UNK      MONUMENTED       RBNF
 GW0303  HISTORY     - 1935     GOOD             NGS
 GW0303  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0303  HISTORY     - 20051117 MARK NOT FOUND   VADOT
 GW0303
 GW0303                          STATION DESCRIPTION
 GW0303
 GW0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0303'5.4 MI E FROM FARMVILLE.
 GW0303'IN CUMBERLAND COUNTY, 5.4 MILES EAST ALONG THE NORFOLK AND
 GW0303'WESTERN RAILWAY FROM THE STATION AT FARMVILLE, PRINCE EDWARD
 GW0303'COUNTY, ABOUT 1 MILE NORTHWEST OF THE STATION AT HIGH BRIDGE,
 GW0303'AT HIGH BRIDGE NO. 52, AND ON THE TOP OF THE NORTHEAST CORNER
 GW0303'OF THE NORTHWEST ABUTMENT.  A CHISELED CIRCLE.
 GW0303
 GW0303                          STATION RECOVERY (2001)
 GW0303
 GW0303'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0303'THIS STATION IS IN CUMBERLAND COUNTY NOT PRINCE EDWARD AS RECORDED.
 GW0303
 GW0303                          STATION RECOVERY (2005)
 GW0303
 GW0303'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0418 ***********************************************************************
 FW0418  DESIGNATION -  CEDAR
 FW0418  PID         -  FW0418
 FW0418  STATE/COUNTY-  VA/ACCOMACK
 FW0418  USGS QUAD   -  METOMKIN INLET (1992)
 FW0418
 FW0418                         *CURRENT SURVEY CONTROL
 FW0418  ___________________________________________________________________
 FW0418* NAD 83(1993)-  37 40 09.54345(N)    075 35 01.38018(W)     ADJUSTED  
 FW0418* NAVD 88     -         2.661  (meters)       8.73   (feet)  ADJUSTED  
 FW0418  ___________________________________________________________________
 FW0418  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FW0418  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 FW0418  DYNAMIC HT  -           2.659 (meters)       8.72  (feet)  COMP
 FW0418  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 FW0418
 FW0418  HORZ ORDER  -  FIRST
 FW0418  VERT ORDER  -  FIRST     CLASS II
 FW0418
 FW0418.The horizontal coordinates were established by classical geodetic methods
 FW0418.and adjusted by the National Geodetic Survey in November 1994..
 FW0418
 FW0418.The orthometric height was determined by differential leveling
 FW0418.and adjusted by the National Geodetic Survey in June 1991..
 FW0418
 FW0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0418
 FW0418.The geoid height was determined by GEOID03.
 FW0418
 FW0418.The dynamic height is computed by dividing the NAVD 88
 FW0418.geopotential number by the normal gravity value computed on the
 FW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0418.degrees latitude (g = 980.6199 gals.).
 FW0418
 FW0418.The modeled gravity was interpolated from observed gravity values.
 FW0418
 FW0418;                    North         East     Units Scale Factor Converg.
 FW0418;SPC VA S     - 1,152,236.272 3,757,238.834   MT  0.99995924   +1 46 11.9
 FW0418;SPC VA S     - 3,780,295.17 12,326,874.41   sFT  0.99995924   +1 46 11.9
 FW0418;UTM  18      - 4,169,286.406   448,521.735   MT  0.99963264   -0 21 24.2
 FW0418
 FW0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0418!SPC VA S     -   1.00000535  x   0.99995924  =   0.99996459
 FW0418!UTM  18      -   1.00000535  x   0.99963264  =   0.99963798
 FW0418
 FW0418:                Primary Azimuth Mark                     Grid Az
 FW0418:SPC VA S     -  TULL                                     186 07 54.0
 FW0418:UTM  18      -  TULL                                     188 15 30.1
 FW0418
 FW0418|---------------------------------------------------------------------|
 FW0418| PID    Reference Object                     Distance      Geod. Az  |
 FW0418|                                                           dddmmss.s |
 FW0418| FW1175 TULL                                APPROX.10.4 KM 1875405.9 |
 FW0418| FW0420 CEDAR RM 2                           25.113 METERS 18847     |
 FW0418| FW1222 WALLOPS ISLAND CAMERA STA 10        APPROX. 4.1 KM 2835115.9 |
 FW0418| FW1167 METOMKIN INLET CG LOOKOUT TWR       APPROX. 1.0 KM 2913443.6 |
 FW0418| FW0419 CEDAR RM 1                           23.592 METERS 29429     |
 FW0418| FW0416 JOYNES 2 RM 3                       APPROX. 4.0 KM 3195442.7 |
 FW0418|---------------------------------------------------------------------|
 FW0418
 FW0418                          SUPERSEDED SURVEY CONTROL
 FW0418
 FW0418  NAD 83(1993)-  37 40 09.54123(N)    075 35 01.40073(W) AD(       ) 1
 FW0418  NAD 83(1986)-  37 40 09.54178(N)    075 35 01.41751(W) AD(       ) 1
 FW0418  NAD 27      -  37 40 09.06667(N)    075 35 02.66777(W) AD(       ) 1
 FW0418  NGVD 29 (??/??/??)    2.900  (m)            9.51   (f) ADJUSTED    1 2
 FW0418
 FW0418.Superseded values are not recommended for survey control.
 FW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0418.See file dsdata.txt to determine how the superseded data were derived.
 FW0418
 FW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4852269286(NAD 83)
 FW0418_MARKER: DS = TRIANGULATION STATION DISK
 FW0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0418_STAMPING: CEDAR 1949
 FW0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0418+STABILITY: SURFACE MOTION
 FW0418
 FW0418  HISTORY     - Date     Condition        Report By
 FW0418  HISTORY     - 1949     MONUMENTED       CGS
 FW0418  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FW0418  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FW0418  HISTORY     - 1961     GOOD             CGS
 FW0418  HISTORY     - 1962     GOOD             CGS
 FW0418  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FW0418  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FW0418
 FW0418                          STATION DESCRIPTION
 FW0418
 FW0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0418'STATION IS LOCATED ON THE NORTHEAST END OF CEDAR POINT ISLAND
 FW0418'ABOUT 0.3 MILE SOUTHWEST OF THE NORTHEAST TIP OF THE ISLAND.
 FW0418'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CEDAR 1949.
 FW0418'
 FW0418'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS STAMPED
 FW0418'CEDAR NO 1 1949.
 FW0418'
 FW0418'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND IS STAMPED
 FW0418'CEDAR NO 2 1949.
 FW0418'
 FW0418'TRIANGULATION STATIONS JOYNES 2 R.M. NO. 3 1933 AND GARGARTHY
 FW0418'3 1933 ARE VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 FW0418'AZIMUTH MARK.
 FW0418'
 FW0418'TO REACH THE STATION FROM THE COAST GUARD STATION ON CEDAR
 FW0418'POINT ISLAND GO NORTHEAST ON THE NORTHWEST SHORE FOR 1.3 MILES,
 FW0418'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 FW0418'
 FW0418'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FW0418
 FW0418                          STATION RECOVERY (1958)
 FW0418
 FW0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0418'STATION RECOVERED.  STATION MARK IS NOW ABOUT GONE DUE TO
 FW0418'WIND EROSION AND THE MARK PROJECTS ABOUT 2-1/2 FEET.  REFERENCE
 FW0418'MARK NO. 1 AND NO. 2 WERE RECOVERED AND IN GOOD CONDITION.
 FW0418'REFERENCE MARK NO. 1 IS LOCATED MORE WNW OF THE STATION
 FW0418'THAN W, AND REFERENCE MARK NO. 2 IS LOCATED SSW OF THE STATION
 FW0418'INSTEAD OF SE.
 FW0418'
 FW0418'STATION IS LOCATED ABOUT 0.5 MILE ESE OF THE METOMKIN INLET
 FW0418'COAST GUARD STATION, 400 PACES SE OF A BEACH COTTAGE OWNED
 FW0418'BY A MR. RUSSELL, 0.25 MILE S OF THE N SHORE OF CEDAR ISLAND,
 FW0418'0.3 MILE W OF THE SHORE LINE OF THE ATLANTIC OCEAN, 70 PACES
 FW0418'SSW OF A JEEP ROAD, ON THE EASTERLY SIDE OF A LINE OF SMALL
 FW0418'TREES, AND ON A SMALL SAND DUNE.
 FW0418
 FW0418                          STATION RECOVERY (1959)
 FW0418
 FW0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0418'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 FW0418'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION EXCEPT FOR
 FW0418'THE FOLLOWING.
 FW0418'
 FW0418'REFERENCE MARK NO. 1 IS WEST-NORTHWEST (INSTEAD OF WEST)
 FW0418'AND REFERENCE MARK NO. 2 IS SOUTH (INSTEAD OF SOUTHEAST).
 FW0418'
 FW0418'THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS CHECKED.
 FW0418'
 FW0418'STATION MARKS WERE LOWERED 2 FEET DUE TO WIND EROSION.  A
 FW0418'NEW DESCRIPTION FOLLOWS.
 FW0418'
 FW0418'THE STATION IS APPROXIMATELY 1 MILE NORTHEAST OF THE METOMKIN
 FW0418'INLET COAST GUARD STATION NO. 152 AND 0.3 MILE SOUTHWEST
 FW0418'OF THE NORTHEAST TIP OF CEDAR POINT ISLAND.
 FW0418'
 FW0418'TO REACH FROM THE METOMKIN INLET COAST GUARD STATION NO.
 FW0418'152 ON CEDAR POINT ISLAND, GO NORTHEAST ON THE NORTHWEST
 FW0418'SHORE FOR 1.5 MILES, TURN RIGHT AND GO SOUTHERLY ACROSS SAND
 FW0418'FOR 0.1 MILE TO THE STATION ON A LARGE SAND DUNE.
 FW0418'
 FW0418'STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1949.  THE
 FW0418'SURFACE DISK IS SET IN CONCRETE AT THE CENTER OF A 4-INCH
 FW0418'TERRACOTTA PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE
 FW0418'AND PROJECTS 6 INCHES.  THE UNDERGROUND DISK IS SET IN AN
 FW0418'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 FW0418'THE GROUND.
 FW0418'
 FW0418'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEDAR NO 1 1949,
 FW0418'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 FW0418'OF THE GROUND.
 FW0418'
 FW0418'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEDAR NO 2 1949,
 FW0418'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 FW0418'OF THE GROUND.
 FW0418
 FW0418                          STATION RECOVERY (1961)
 FW0418
 FW0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0418'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0418'
 FW0418'THE 1959 RECOVERY NOTE BY W.E. RANDALL IS ADEQUATE.
 FW0418
 FW0418                          STATION RECOVERY (1962)
 FW0418
 FW0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0418'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FW0418'AS DESCRIBED IN 1959, EXCEPT THE STATION MARK SHOWES SOME
 FW0418'SIGNS OF WEATHERING BUT APPEARS TO BE SOLID AND IN PLACE.
 FW0418'
 FW0418'THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS CHECKED.
 FW0418'
 FW0418'THE DESCRIPTION AND LOCALITY OF THE STATION WAS FOUND TO
 FW0418'BE ADEQUATE.
 FW0418'
 FW0418'HEIGHT OF LIGHT ABOVE STATION MARK 21.77 METERS.
 FW0418
 FW0418                          STATION RECOVERY (1963)
 FW0418
 FW0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0418'1.4 MI NE FROM CEDAR ISLAND.
 FW0418'1.3 MILES NORTHEAST
 FW0418'ALONG THE NORTHWEST SHORE LINE FROM THE U.S. COAST GUARD STATION
 FW0418'AT CEDAR ISLAND, ACCOMACK COUNTY, 0.1 MILE SOUTH, ON CEDAR POINT,
 FW0418'AND 0.3 MILE SOUTHWEST OF THE NORTHEAST TIP OF THE ISLAND.
 FW0418'A STANDARD TRIANGULATION-STATION DISK, STAMPED CEDAR 1949
 FW0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FW0418'ABOVE GROUND. NOTE--INACCESSIBLE TO LEVEL PARTY IN 1963.
 FW0418
 FW0418                          STATION RECOVERY (1975)
 FW0418
 FW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0418'STATION WAS REACHED BY USING A HELICOPTER AND IN USING GEOLOGICAL
 FW0418'QUAD SHEET METOMKIN INLET VIRGINIA.
 FW0418'
 FW0418'SURFACE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE DESTROYED.
 FW0418'
 FW0418'SUB-SURFACE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0418'CONDITION.  THIS MARK IS 48 PACES WEST OF AN OLD TRACK ROAD, JUST
 FW0418'SOUTHEAST OF SOME BUSHES WITH MANY ORANGE STREAMERS TIED IN THESE
 FW0418'BUSHES, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST AND SIGN AND
 FW0418'ABOUT 2 FEET BELOW THE GROUND LEVEL.  THE SURFACE CONCRETE TILE
 FW0418'MARK WAS PUT DIRECTLY OVER THE SUB-SURFACE MARK LYING FLAT ON THE TOP
 FW0418'OF THE GROUND AS TO SHOW THAT THE SURFACE MARK HAS BEEN
 FW0418'DESTROYED.
 FW0418'
 FW0418'NO REFERENCE MARKS WERE RECOVERED AN INSTRUMENT WILL BE NEEDED.
 FW0418'
 FW0418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 FW0418'OF WACHAPREAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0790 ***********************************************************************
 GW0790  DESIGNATION -  CEDAR
 GW0790  PID         -  GW0790
 GW0790  STATE/COUNTY-  VA/NELSON
 GW0790  USGS QUAD   -  LOVINGSTON (1984)
 GW0790
 GW0790                         *CURRENT SURVEY CONTROL
 GW0790  ___________________________________________________________________
 GW0790* NAD 83(1993)-  37 50 34.30014(N)    078 46 22.06840(W)     ADJUSTED  
 GW0790* NAVD 88     -       222.678  (meters)     730.57   (feet)  ADJUSTED  
 GW0790  ___________________________________________________________________
 GW0790  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GW0790  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0790  DYNAMIC HT  -         222.518 (meters)     730.04  (feet)  COMP
 GW0790  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 GW0790
 GW0790  HORZ ORDER  -  SECOND
 GW0790  VERT ORDER  -  SECOND    CLASS 0
 GW0790
 GW0790.The horizontal coordinates were established by classical geodetic methods
 GW0790.and adjusted by the National Geodetic Survey in November 1994..
 GW0790
 GW0790.The orthometric height was determined by differential leveling
 GW0790.and adjusted by the National Geodetic Survey in June 1991..
 GW0790
 GW0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0790
 GW0790.The geoid height was determined by GEOID03.
 GW0790
 GW0790.The dynamic height is computed by dividing the NAVD 88
 GW0790.geopotential number by the normal gravity value computed on the
 GW0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0790.degrees latitude (g = 980.6199 gals.).
 GW0790
 GW0790.The modeled gravity was interpolated from observed gravity values.
 GW0790
 GW0790;                    North         East     Units Scale Factor Converg.
 GW0790;SPC VA S     - 1,167,558.691 3,475,989.071   MT  0.99997975   -0 09 56.0
 GW0790;SPC VA S     - 3,830,565.47 11,404,140.81   sFT  0.99997975   -0 09 56.0
 GW0790;UTM  17      - 4,190,717.792   695,971.328   MT  1.00007304   +1 22 00.5
 GW0790
 GW0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0790!SPC VA S     -   0.99997010  x   0.99997975  =   0.99994985
 GW0790!UTM  17      -   0.99997010  x   1.00007304  =   1.00004313
 GW0790
 GW0790:                Primary Azimuth Mark                     Grid Az
 GW0790:SPC VA S     -  LOAF                                     212 25 12.2
 GW0790:UTM  17      -  LOAF                                     210 53 15.7
 GW0790
 GW0790|---------------------------------------------------------------------|
 GW0790| PID    Reference Object                     Distance      Geod. Az  |
 GW0790|                                                           dddmmss.s |
 GW0790| GW2379 LOAF                                APPROX. 7.9 KM 2121516.2 |
 GW0790| GW0789 CEDAR RM 1                           24.246 METERS 27346     |
 GW0790|---------------------------------------------------------------------|
 GW0790
 GW0790                          SUPERSEDED SURVEY CONTROL
 GW0790
 GW0790  NAD 83(1986)-  37 50 34.29341(N)    078 46 22.04786(W) AD(       ) 2
 GW0790  NAD 27      -  37 50 33.78213(N)    078 46 22.97376(W) AD(       ) 2
 GW0790  NGVD 29 (??/??/92)  222.864  (m)          731.18   (f) ADJ UNCH    2 0
 GW0790
 GW0790.Superseded values are not recommended for survey control.
 GW0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0790.See file dsdata.txt to determine how the superseded data were derived.
 GW0790
 GW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9597190718(NAD 83)
 GW0790_MARKER: DR = REFERENCE MARK DISK
 GW0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0790_STAMPING: CEDAR 1965
 GW0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0790+STABILITY: SURFACE MOTION
 GW0790
 GW0790  HISTORY     - Date     Condition        Report By
 GW0790  HISTORY     - 1965     MONUMENTED       CGS
 GW0790  HISTORY     - 1965     GOOD             CGS
 GW0790  HISTORY     - 1975     GOOD             NGS
 GW0790
 GW0790                          STATION DESCRIPTION
 GW0790
 GW0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0790'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LOVINGSTON
 GW0790'AND ON THE CEDAR GROVE CHURCH PROPERTY.
 GW0790'
 GW0790'TO REACH THE STATION FROM THE POST OFFICE IN COVESVILLE,
 GW0790'GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 4.2 MILES TO THE JUNCTION
 GW0790'OF STATE HIGHWAY 6, CONTINUE SOUTHERLY ON U.S. HIGHWAY 29
 GW0790'FOR 1.15 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ON
 GW0790'COUNTY ROAD 762 FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT,
 GW0790'TURN LEFT, PASSING TO THE RIGHT OF THE CHURCH, AND GO 0.05
 GW0790'MILE TO THE STATION.
 GW0790'
 GW0790'STATION MARK IS 80 FEET EAST OF A POWERLINE POLE, 65 FEET
 GW0790'EAST OF THE SOUTHEAST CORNER OF A OLD SCHOOL HOUSE, 37 FEET
 GW0790'NORTH OF A WELL-PUMP AND 4.5 FEET SOUTH OF A WITNESS POST.
 GW0790'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GW0790'POST, SET FLUSH, AND IS STAMPED CEDAR 1965.
 GW0790'
 GW0790'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE SOUTHEAST CORNER
 GW0790'OF THE OLD SCHOOL HOUSE, 13 FEET NORTH OF THE CENTER OF THE
 GW0790'TRACK ROAD AND 1 FOOT SOUTH OF A POWERLINE POLE.  THE MARK
 GW0790'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 GW0790'2 INCHES, AND IS STAMPED CEDAR NO 1 1965.
 GW0790
 GW0790                          STATION RECOVERY (1965)
 GW0790
 GW0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0790'5 MI SW FROM COVESVILLE.
 GW0790'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW0790'OFFICE IN COVESVILLE TO COUNTY ROAD 762, THENCE LEFT ON COUNTY
 GW0790'ROAD 762 0.05 MILE TO A DIRT ROAD LEFT, TURN LEFT, AND PASS TO
 GW0790'THE RIGHT OF A CHURCH AND GO 0.05 MILE TO THE MARK SET IN THE TOP
 GW0790'OF A CONCRETE POST, FLUSH, AT THE TOP OF THE KNOLL, 80 FEET EAST
 GW0790'OF A POWER LINE POLE, 79.5 FEET EAST OF RM 1, 37 FEET NORTH OF A
 GW0790'WELL PUMP, 4.5 FEET SOUTH OF A METAL WITNESS SIGN AND IS ABOUT 60
 GW0790'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS 65 FEET EAST
 GW0790'OF THE SOUTHEAST CORNER OF A ABANDONED SCHOOL BUILDING.
 GW0790
 GW0790                          STATION RECOVERY (1975)
 GW0790
 GW0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GW0790'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 GW0790'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GW0790'
 GW0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 GW0790'OF LOVINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0711 ***********************************************************************
 FZ0711  DESIGNATION -  CEDAR
 FZ0711  PID         -  FZ0711
 FZ0711  STATE/COUNTY-  VA/WYTHE
 FZ0711  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0711
 FZ0711                         *CURRENT SURVEY CONTROL
 FZ0711  ___________________________________________________________________
 FZ0711* NAD 83(1993)-  36 56 16.01332(N)    081 00 25.13778(W)     ADJUSTED  
 FZ0711* NAVD 88     -       711.857  (meters)    2335.48   (feet)  ADJUSTED  
 FZ0711  ___________________________________________________________________
 FZ0711  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FZ0711  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FZ0711  DYNAMIC HT  -         711.205 (meters)    2333.35  (feet)  COMP
 FZ0711  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FZ0711
 FZ0711  HORZ ORDER  -  SECOND
 FZ0711  VERT ORDER  -  FIRST     CLASS II
 FZ0711
 FZ0711.The horizontal coordinates were established by classical geodetic methods
 FZ0711.and adjusted by the National Geodetic Survey in September 1995..
 FZ0711
 FZ0711.The orthometric height was determined by differential leveling
 FZ0711.and adjusted by the National Geodetic Survey in June 1991..
 FZ0711
 FZ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0711
 FZ0711.The geoid height was determined by GEOID03.
 FZ0711
 FZ0711.The dynamic height is computed by dividing the NAVD 88
 FZ0711.geopotential number by the normal gravity value computed on the
 FZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0711.degrees latitude (g = 980.6199 gals.).
 FZ0711
 FZ0711.The modeled gravity was interpolated from observed gravity values.
 FZ0711
 FZ0711;                    North         East     Units Scale Factor Converg.
 FZ0711;SPC VA S     - 1,070,043.349 3,276,699.787   MT  0.99997335   -1 31 17.6
 FZ0711;SPC VA S     - 3,510,633.89 10,750,305.88   sFT  0.99997335   -1 31 17.6
 FZ0711;UTM  17      - 4,087,970.326   499,378.199   MT  0.99960000   -0 00 15.1
 FZ0711
 FZ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0711!SPC VA S     -   0.99989323  x   0.99997335  =   0.99986658
 FZ0711!UTM  17      -   0.99989323  x   0.99960000  =   0.99949327
 FZ0711
 FZ0711:                Primary Azimuth Mark                     Grid Az
 FZ0711:SPC VA S     -  WALKER MOUNTAIN LOOKOUT TOWER            025 02 26.9
 FZ0711:UTM  17      -  WALKER MOUNTAIN LOOKOUT TOWER            023 31 24.4
 FZ0711
 FZ0711|---------------------------------------------------------------------|
 FZ0711| PID    Reference Object                     Distance      Geod. Az  |
 FZ0711|                                                           dddmmss.s |
 FZ0711| GX3332 WALKER MOUNTAIN LOOKOUT TOWER       APPROX.11.6 KM 0233109.3 |
 FZ0711| FZ0712 CEDAR RM 1                            8.997 METERS 07057     |
 FZ0711| FZ0713 CEDAR RM 2                           10.153 METERS 16559     |
 FZ0711| FZ0714 CEDAR AZ MK                                        2733849.0 |
 FZ0711| FZ1932 WYTHEVILLE KNITTING MILLS STK       APPROX. 6.5 KM 2922809.1 |
 FZ0711|---------------------------------------------------------------------|
 FZ0711
 FZ0711                          SUPERSEDED SURVEY CONTROL
 FZ0711
 FZ0711  NAD 83(1986)-  36 56 16.01824(N)    081 00 25.13551(W) AD(       ) 2
 FZ0711  NAD 27      -  36 56 15.58777(N)    081 00 25.83204(W) AD(       ) 2
 FZ0711  NGVD 29 (??/??/92)  711.949  (m)         2335.79   (f) ADJ UNCH    1 2
 FZ0711
 FZ0711.Superseded values are not recommended for survey control.
 FZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0711.See file dsdata.txt to determine how the superseded data were derived.
 FZ0711
 FZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9937887970(NAD 83)
 FZ0711_MARKER: DS = TRIANGULATION STATION DISK
 FZ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0711_STAMPING: CEDAR 1958
 FZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0711+STABILITY: SURFACE MOTION
 FZ0711
 FZ0711  HISTORY     - Date     Condition        Report By
 FZ0711  HISTORY     - 1958     MONUMENTED       CGS
 FZ0711  HISTORY     - 1959     GOOD             NGS
 FZ0711  HISTORY     - 1963     GOOD             CGS
 FZ0711
 FZ0711                          STATION DESCRIPTION
 FZ0711
 FZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ0711'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTHWEST OF PULASKI,
 FZ0711'4.5 MILES EAST OF WYTHEVILLE, 1 MILE EAST OF THE CEDAR HILL
 FZ0711'CHURCH AND 0.25 MILE SOUTH OF U.S. HIGHWAY 11, IN A CULTIVATED
 FZ0711'FIELD AT THE HIGHEST POINT OF AN EAST-WEST RIDGE.  ON PROPERTY
 FZ0711'OF THE STATE HIGHWAY DEPARTMENT, ABOUT 300 YARDS SOUTH OF THE
 FZ0711'BRICK HOME OF MR. J.M. KEGLEY, FORMER OWNER OF THE PROPERTY,
 FZ0711'AND ABOUT 200 YARDS WEST SOUTHWEST OF THE BRICK HOME OF DR.
 FZ0711'LANZ.
 FZ0711'
 FZ0711'TO REACH FROM THE POST OFFICE AT WYTHEVILLE--GO EAST ON
 FZ0711'U.S. HIGHWAY 11 FOR 3.6 MILES TO THE CEDAR HILL CHURCH.
 FZ0711'CONTINUE AHEAD FOR 0.8 MILE, THEN TURN RIGHT INTO THE DRIVEWAY
 FZ0711'OF MR. KEGLEY AND TWO IDENTICAL BRICK HOUSES.  FROM HERE
 FZ0711'PACK SOUTH FOR ABOUT 0.15 MILE TO THE TOP OF THE RIDGE AND
 FZ0711'STATION AT A FENCE CORNER.
 FZ0711'
 FZ0711'THE STATION MARK, STAMPED CEDAR 1958, IS LEVEL WITH THE GROUND,
 FZ0711'4 FEET EAST OF A FENCE CORNER AND C AND GS WITNESS SIGN
 FZ0711'AND IN LINE WITH THE EAST-WEST FENCE.
 FZ0711'
 FZ0711'REFERENCE MARK NO. 1, STAMPED CEDAR NO 1 1958, IS SET LEVEL
 FZ0711'WITH THE GROUND, 33 FEET EAST OF THE FENCE CORNER AND IN
 FZ0711'LINE WITH THE EAST-WEST FENCE.  IT IS ABOUT THE SAME ELEVATION AS
 FZ0711'THE STATION.
 FZ0711'
 FZ0711'REFERENCE MARK NO. 2, STAMPED CEDAR NO 2 1958, IS SET ABOUT
 FZ0711'4 INCHES BELOW THE SURFACE OF THE GROUND, 33 FEET SOUTH
 FZ0711'OF THE FENCE CORNER AND 2 FEET HIGHER THAN THE STATION.
 FZ0711'
 FZ0711'THE AZIMUTH MARK, STAMPED CEDAR 1958, IS SET IN A DRILL HOLE
 FZ0711'IN ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 FZ0711'IT IS NEAR A GATE ACROSS A FARM ROAD, 22 FEET NORTH OF A
 FZ0711'FENCE, 13 FEET WEST OF ANOTHER FENCE AND 8 FEET ABOVE THE
 FZ0711'ROAD LEVEL.  TO REACH FROM THE STATION--GO WEST SOUTHWEST
 FZ0711'ACROSS THE PASTURE TO A FENCE CORNER AT EACH SIDE OF THE
 FZ0711'FARM ROAD AND THE MARK NEAR A BOARD GATE.
 FZ0711
 FZ0711                          STATION RECOVERY (1959)
 FZ0711
 FZ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ0711'5 MI SE FROM WYTHEVILLE.
 FZ0711'ABOUT 4.7 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FZ0711'AT WYTHEVILLE TO A POINT 0.8 MILE EAST OF CEDAR HILL CHURCH,
 FZ0711'THENCE ABOUT 0.1 MILE SOUTH AND UPHILL ALONG DRIVEWAY TO TWO
 FZ0711'BRICK HOUSES, THENCE ABOUT 0.15 MILE SOUTH-SOUTHEAST TO THE TOP
 FZ0711'OF RIDGE AND FENCE CORNER, 3 FEET EAST-NORTHEAST OF FENCE CORNER,
 FZ0711'29.5 FEET WEST-SOUTHWEST OF R M 1, 33.4 FEET NORTH OF R M 2,
 FZ0711'4 FEET NORTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF A
 FZ0711'CONCRETE POST 1 INCH BELOW THE SURFACE OF GROUND.  ALSO ABOUT
 FZ0711'0.8 MILE EAST ALONG HIGHWAY 11 FROM CEDAR HILL CHURCH, THENCE
 FZ0711'0.1 MILE SOUTH AND UPHILL ALONG DRIVEWAY, THENCE ABOUT 0.15 MILE
 FZ0711'SOUTH-SOUTHEAST THROUGH PASTURE TO FENCE CORNER ON TOP OF RIDGE
 FZ0711'AND STATION SITE.
 FZ0711
 FZ0711                          STATION RECOVERY (1963)
 FZ0711
 FZ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ0711'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 FZ0711'FOUND IN GOOD CONDITION.  A DISCREPANCY OF 0.1 FOOT WAS
 FZ0711'FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 2.
 FZ0711'
 FZ0711'THE DESCRIPTION OF THE STATION IS GOOD, EXCEPT THAT TO REACH
 FZ0711'THE AZIMUTH MARK FROM THE STATION GO WEST-NORTHWEST ACROSS
 FZ0711'THE PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4849 ***********************************************************************
 HV4849  DESIGNATION -  CEDAR
 HV4849  PID         -  HV4849
 HV4849  STATE/COUNTY-  VA/FAIRFAX
 HV4849  USGS QUAD   -  FALLS CHURCH (1994)
 HV4849
 HV4849                         *CURRENT SURVEY CONTROL
 HV4849  ___________________________________________________________________
 HV4849* NAD 83(1993)-  38 52 48.21986(N)    077 14 47.62090(W)     ADJUSTED  
 HV4849* NAVD 88     -       117.4    (meters)     385.     (feet)  VERTCON   
 HV4849  ___________________________________________________________________
 HV4849  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HV4849  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV4849
 HV4849  HORZ ORDER  -  FIRST
 HV4849
 HV4849.The horizontal coordinates were established by classical geodetic methods
 HV4849.and adjusted by the National Geodetic Survey in November 1994..
 HV4849
 HV4849.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4849
 HV4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4849
 HV4849.The geoid height was determined by GEOID03.
 HV4849
 HV4849;                    North         East     Units Scale Factor Converg.
 HV4849;SPC VA N     - 2,135,429.226 3,608,756.103   MT  0.99995886   +0 46 56.3
 HV4849;SPC VA N     - 7,005,987.39 11,839,727.31   sFT  0.99995886   +0 46 56.3
 HV4849;UTM  18      - 4,305,865.728   305,127.615   MT  1.00006764   -1 24 38.1
 HV4849
 HV4849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4849!SPC VA N     -   0.99998657  x   0.99995886  =   0.99994543
 HV4849!UTM  18      -   0.99998657  x   1.00006764  =   1.00005421
 HV4849
 HV4849|---------------------------------------------------------------------|
 HV4849| PID    Reference Object                     Distance      Geod. Az  |
 HV4849|                                                           dddmmss.s |
 HV4849| DC6798 CEDAR RM 2                           24.637 METERS 00413     |
 HV4849| HV4865 DUN LORING FALLS CH STANDPIPE       APPROX. 2.6 KM 0430845.2 |
 HV4849| DC6796 CEDAR AZ MK                                        0691356.6 |
 HV4849| HV2269 POPLAR                              APPROX. 4.1 KM 0781932.6 |
 HV4849| HV4814 FALLS CH RAD STA WOL TOWER          APPROX. 4.1 KM 0785507.9 |
 HV4849| HV9578 CEDAR AZ MK RESET                                  0870916.1 |
 HV4849| DC6797 CEDAR RM 1                           24.151 METERS 08857     |
 HV4849| HV4789 MERRIFIELD COUNTY TANK              APPROX. 2.8 KM 1501540.5 |
 HV4849| HV5117 VIENNA MUN TANK                     APPROX. 3.3 KM 3065617.2 |
 HV4849|---------------------------------------------------------------------|
 HV4849
 HV4849                          SUPERSEDED SURVEY CONTROL
 HV4849
 HV4849  NAD 83(1993)-  38 52 48.21896(N)    077 14 47.62419(W) AD(       ) 1
 HV4849  NAD 83(1986)-  38 52 48.21879(N)    077 14 47.63363(W) AD(       ) 1
 HV4849  NAD 27      -  38 52 47.81716(N)    077 14 48.69182(W) AD(       ) 1
 HV4849  NGVD 29 (07/19/86)  117.6    (m)          386.     (f) VERT ANG       
 HV4849
 HV4849.Superseded values are not recommended for survey control.
 HV4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4849.See file dsdata.txt to determine how the superseded data were derived.
 HV4849
 HV4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0512805866(NAD 83)
 HV4849_MARKER: DS = TRIANGULATION STATION DISK
 HV4849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4849
 HV4849  HISTORY     - Date     Condition        Report By
 HV4849  HISTORY     - 1969     MONUMENTED       CGS
 HV4849  HISTORY     - 1976     GOOD             NGS
 HV4849
 HV4849                          STATION DESCRIPTION
 HV4849
 HV4849'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4849'THE STATION IS ABOUT 4 MILES NORTHEAST OF FAIRFAX, 1-3/4 MILES
 HV4849'SOUTHEAST OF VIENNA 1-1/4 MILE WEST OF INTERSTATE HIGHWAY 495, AND
 HV4849'ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 66.
 HV4849'
 HV4849'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE AVENUE WEST
 HV4849'(STATE HIGHWAY 123) AND COURTHOUSE ROAD SOUTHWEST IN VIENNA, GO
 HV4849'SOUTH ON COURTHOUSE ROAD SOUTHWEST FOR 0.15 MILE TO LOCUST STREET ON
 HV4849'THE LEFT.  TURN LEFT AND GO EAST ON LOCUST STREET FOR 0.1 MILE TO
 HV4849'COTTAGE STREET.  TURN RIGHT AND GO SOUTHEAST ON COTTAGE
 HV4849'STREET FOR 1.6 MILES TO CEDAR LANE.  (TO REACH THE AZIMUTH MARK
 HV4849'FROM THIS POINT, CONTINUE SOUTHEAST ON COTTAGE STREET FOR 0.15 MILE
 HV4849'TO DE PAUL ROAD.  TURN RIGHT AND GO SOUTH AND WEST ON DE PAUL ROAD
 HV4849'FOR 0.15 MILE TO THE ENTRANCE TO A BALL PARK AND THE AZIMUTH MARK ON
 HV4849'THE LEFT.) TURN RIGHT AND GO SOUTH ON CEDAR LANE FOR 0.15 MILE
 HV4849'TO THE NORTH END OF A BRIDGE OVER INTERSTATE HIGHWAY 66 AND THE
 HV4849'STATION ON THE LEFT.
 HV4849'
 HV4849'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1969, SET IN THE
 HV4849'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 HV4849'2 INCHES ABOVE THE GROUND.  IT IS 48.5 FEET EAST OF THE CENTERLINE
 HV4849'OF CEDAR LANE, 45.2 FEET NORTHEAST OF THE NORTHEAST ABUTMENT OF
 HV4849'THE BRIDGE OVER INTERSTATE HIGHWAY 66, 29.3 FEET SOUTH-SOUTHEAST
 HV4849'OF A 6-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, AND 18.0 FEET
 HV4849'NORTH OF A FENCE.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE
 HV4849'GROUND SURFACE.
 HV4849'
 HV4849'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1969, SET IN
 HV4849'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV4849'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 127.7 FEET EAST OF THE
 HV4849'CENTERLINE OF CEDAR LANE, 2.0 FEET NORTH OF THE FENCE, AND ABOUT
 HV4849'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HV4849'
 HV4849'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1969, SET IN
 HV4849'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV4849'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 98.8 FEET
 HV4849'NORTH-NORTHWEST OF THE FENCE, 31.8 FEET EAST OF THE CENTERLINE OF
 HV4849'CEDAR LANE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HV4849'
 HV4849'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1969, SET IN THE
 HV4849'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 HV4849'4 INCHES ABOVE THE GROUND.  IT IS 111.0 FEET SOUTH OF THE
 HV4849'CENTERLINE OF COUNTY ROAD 2403, 15.0 FEET EAST OF THE CENTERLINE OF
 HV4849'THE DRIVEWAY LEADING TO THE BALL PARK AND 1.2 FEET SOUTH OF
 HV4849'A WITNESS POST.
 HV4849
 HV4849                          STATION RECOVERY (1976)
 HV4849
 HV4849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HV4849'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HV4849'GOOD CONDITION.  IT WAS REQUESTED THAT THE AZIMUTH MARK BE RELOCATED
 HV4849'OUT OF CONSTRUCTION LIMITS OF HOUSING DEVELOPMENT SO A NEW AZIMUTH
 HV4849'MARK WAS ESTABLISHED AND THE ORIGINAL MARK DESTROYED.  A
 HV4849'DIFFERENCE OF .02 FOOT OR .006 METER WAS FOUND IN THE DISTANCE TO
 HV4849'REFERENCE MARK NO. 2.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 HV4849'CHECKED AND FOUND TO BE CORRECT.  THE DIRECTION TO THE REFERENCE
 HV4849'MARKS WAS CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL
 HV4849'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 HV4849'
 HV4849'A HOUSING DEVELOPMENT, DUNN LORING WOODS SECTION 9, WILL DESTROY BALL
 HV4849'PARK.  STATION AND REFERENCE MARK NO. 2 SHOULD BE ON HIGHWAY RIGHT
 HV4849'OF WAY BUT REFERENCE MARK NO. 1 AND AZIMUTH MARK WILL BE IN THE BACK
 HV4849'YARDS OF HOMES NEXT TO THE PROPERTY FENCE LINES.
 HV4849'
 HV4849'AZIMUTH MARK IS 1 FOOT NORTH OF FENCE AND 0.8 FOOT NORTHWEST OF STEEL
 HV4849'WITNESS POST WITH SIGN.  MARK IS A STANDARD DISK SET FLUSH IN THE
 HV4849'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS
 HV4849'ABOUT 3 INCHES AND THE DISK IS STAMPED CEDAR 1969 1976.
 HV4849'
 HV4849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES SE OF
 HV4849'VIENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1237 ***********************************************************************
 FW1237  DESIGNATION -  CEDAR
 FW1237  PID         -  FW1237
 FW1237  STATE/COUNTY-  VA/ACCOMACK
 FW1237  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1237
 FW1237                         *CURRENT SURVEY CONTROL
 FW1237  ___________________________________________________________________
 FW1237* NAD 83(1993)-  37 43 54.98592(N)    075 48 10.06019(W)     ADJUSTED  
 FW1237* NAVD 88     -                                                        
 FW1237  ___________________________________________________________________
 FW1237  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 FW1237  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FW1237
 FW1237  HORZ ORDER  -  THIRD
 FW1237
 FW1237.The horizontal coordinates were established by classical geodetic methods
 FW1237.and adjusted by the National Geodetic Survey in November 1994..
 FW1237
 FW1237
 FW1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1237
 FW1237.The geoid height was determined by GEOID03.
 FW1237
 FW1237;                    North         East     Units Scale Factor Converg.
 FW1237;SPC VA S     - 1,158,609.194 3,737,721.394   MT  0.99996558   +1 38 13.2
 FW1237;SPC VA S     - 3,801,203.66 12,262,840.94   sFT  0.99996558   +1 38 13.2
 FW1237;UTM  18      - 4,176,377.235   429,260.415   MT  0.99966163   -0 29 28.7
 FW1237
 FW1237                          SUPERSEDED SURVEY CONTROL
 FW1237
 FW1237  NAD 83(1993)-  37 43 54.98624(N)    075 48 10.07250(W) AD(       ) 4
 FW1237  NAD 83(1986)-  37 43 54.98542(N)    075 48 10.09089(W) AD(       ) 4
 FW1237  NAD 27      -  37 43 54.51100(N)    075 48 11.30900(W) AD(       ) 3
 FW1237
 FW1237.Superseded values are not recommended for survey control.
 FW1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1237.See file dsdata.txt to determine how the superseded data were derived.
 FW1237
 FW1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2926076377(NAD 83)
 FW1237_MARKER: U = CONCRETE POST
 FW1237_SETTING: 0 = UNSPECIFIED SETTING
 FW1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1237
 FW1237  HISTORY     - Date     Condition        Report By
 FW1237  HISTORY     - 1913     MONUMENTED       USE
 FW1237  HISTORY     - 1932     GOOD             CGS
 FW1237  HISTORY     - 1944     MARK NOT FOUND   CGS
 FW1237  HISTORY     - 1960     MARK NOT FOUND   CGS
 FW1237
 FW1237                          STATION DESCRIPTION
 FW1237
 FW1237'DESCRIBED BY US ENGINEERS 1913 (OWF)
 FW1237'STATION IS ON THE N SIDE OF THE EASTERN BRANCH OF ELIZABETH RIVER,
 FW1237'JUST BELOW THE TIDEWATER RAILROAD BRIDGE ON POINT COVERED WITH
 FW1237'CEDAR TREES.  IT IS 16.43 METERS SQUARE, DISTANT FROM W SIDE OF
 FW1237'OAK PLANK BRACES STIFFENING PILES LONGITUDINALLY, ONLY 1 FOOT
 FW1237'BACK FROM HIGH ANGLE OF OLD GROUND BANK.
 FW1237'
 FW1237'STATION IS MARKED BY A STONE POST 5-1/2 BY 6-1/2 INCHES ON
 FW1237'TOP WITH 1/2-INCH MARKING CENTER, STANDING 7 INCHES ABOVE
 FW1237'GROUND, SET BY U.S. ARMY ENGINEERS AND CALLED BY THEM STATION
 FW1237'CEDAR.
 FW1237'
 FW1237'REFERENCE MARK NO. 1 IS HEAD OF A 10-INCH NAIL IN TRIANGLE CUT
 FW1237'AT BASE OF 7-INCH CEDAR TREE STANDING ON TOP OF BANK, DISTANT 6.256
 FW1237'METERS ON LINE 283 DEG 52 MIN 01 SEC TO RIGHT OF LINE TO
 FW1237'TRIANGULATION STATION BARTON.  REFERENCE MARK NO. 2 IS NAIL IN
 FW1237'TRIANGLE CUT AT BASE OF 6-INCH CEDAR TREE, DISTANT 12.065 METERS
 FW1237'ON LINE 314 DEG 17 MIN 30 SEC TO RIGHT OF LINE TO TRIANGULATION
 FW1237'STATION BARTON.
 FW1237
 FW1237                          STATION RECOVERY (1932)
 FW1237
 FW1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FW1237'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW1237
 FW1237                          STATION RECOVERY (1944)
 FW1237
 FW1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FW1237'THIS STATION WAS SEARCHED FOR AND ALL REFERENCES GIVEN WERE USED.
 FW1237'THE BANK IN THIS AREA HAS CAVED IN ALONG THE POINT AND IT IS
 FW1237'POSSIBLE THAT THE STATION WAS DESTROYED.
 FW1237'
 FW1237'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 FW1237
 FW1237                          STATION RECOVERY (1960)
 FW1237
 FW1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FW1237'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  TWO CEDAR STUMPS WERE
 FW1237'FOUND BUT IT COULD NOT BE DETERMINED IF THEY WERE REFERENCE
 FW1237'POINTS.  THE BANK ALONG THE RIVER IS STILL CAVING IN AND THE
 FW1237'STATION IS DEFINITELY BELIEVED DESTROYED AS REPORTED IN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2980 ***********************************************************************
 FX2980  DESIGNATION -  CEDAR
 FX2980  PID         -  FX2980
 FX2980  STATE/COUNTY-  VA/C OF NORFOLK
 FX2980  USGS QUAD   -  KEMPSVILLE (1986)
 FX2980
 FX2980                         *CURRENT SURVEY CONTROL
 FX2980  ___________________________________________________________________
 FX2980* NAD 83(1993)-  36 50 17.94849(N)    076 14 36.43478(W)     ADJUSTED  
 FX2980* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX2980  ___________________________________________________________________
 FX2980  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 FX2980  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 FX2980
 FX2980  HORZ ORDER  -  THIRD
 FX2980
 FX2980.The horizontal coordinates were established by classical geodetic methods
 FX2980.and adjusted by the National Geodetic Survey in September 1995..
 FX2980
 FX2980.The orthometric height was scaled from a topographic map.
 FX2980
 FX2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2980
 FX2980.The geoid height was determined by GEOID03.
 FX2980
 FX2980;                    North         East     Units Scale Factor Converg.
 FX2980;SPC VA S     - 1,058,446.022 3,701,261.774   MT  0.99998777   +1 22 10.4
 FX2980;SPC VA S     - 3,472,584.99 12,143,223.00   sFT  0.99998777   +1 22 10.4
 FX2980;UTM  18      - 4,077,658.222   389,126.060   MT  0.99975144   -0 44 44.2
 FX2980
 FX2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2980!SPC VA S     -   1.00000572  x   0.99998777  =   0.99999349
 FX2980!UTM  18      -   1.00000572  x   0.99975144  =   0.99975715
 FX2980
 FX2980|---------------------------------------------------------------------|
 FX2980| PID    Reference Object                     Distance      Geod. Az  |
 FX2980|                                                           dddmmss.s |
 FX2980| DC8152 CEDAR RM 2                           12.065 METERS 03009     |
 FX2980| FX2974 BARTON                              APPROX. 0.7 KM 0755107.9 |
 FX2980| FX2987 INDIAN                              397.267 METERS 17623     |
 FX2980| FX3004 TIDEWATER BRIDGE CENTER DRAW        225.066 METERS 19353     |
 FX2980| FX2986 HOUSE EAST OF STA ISLE GABLE        353.067 METERS 30821     |
 FX2980| DC8151 CEDAR RM 1                            6.256 METERS 35943     |
 FX2980|---------------------------------------------------------------------|
 FX2980
 FX2980                          SUPERSEDED SURVEY CONTROL
 FX2980
 FX2980  NAD 83(1986)-  36 50 17.95439(N)    076 14 36.47013(W) AD(       ) 3
 FX2980  NAD 27      -  36 50 17.42100(N)    076 14 37.68900(W) AD(       ) 3
 FX2980
 FX2980.Superseded values are not recommended for survey control.
 FX2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2980.See file dsdata.txt to determine how the superseded data were derived.
 FX2980
 FX2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8912677658(NAD 83)
 FX2980_MARKER: H = DRILL HOLE
 FX2980_SETTING: 0 = UNSPECIFIED SETTING
 FX2980
 FX2980  HISTORY     - Date     Condition        Report By
 FX2980  HISTORY     - 1913     MONUMENTED       USE
 FX2980  HISTORY     - 1932     GOOD             CGS
 FX2980  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FX2980
 FX2980                          STATION DESCRIPTION
 FX2980
 FX2980'DESCRIBED BY US ENGINEERS 1913 (OWF)
 FX2980'STATION IS ON THE N SIDE OF THE EASTERN BRANCH OF ELIZABETH
 FX2980'RIVER, JUST BELOW THE TIDEWATER RAILROAD BRIDGE ON POINT COVERED
 FX2980'WITH CEDAR TREES.  IT IS 16.43 METERS SQUARE, DISTANT FROM
 FX2980'W SIDE OF OAK PLANK BRACES STIFFENING PILES LONGITUDINALLY,
 FX2980'ONLY 1 FOOT BACK FROM HIGH ANGLE OF OLD GROUND BANK.
 FX2980'
 FX2980'STATION IS MARKED BY A STONE POST 5-1/2 BY 6-1/2 INCH ON TOP
 FX2980'WITH 1/2-INCH HOLE MARKING CENTER, STANDING 7 INCHES ABOVE
 FX2980'GROUND, SET BY U.S. ARMY ENGINEERS AND CALLED BY THEM STATION
 FX2980'CEDAR.
 FX2980'
 FX2980'REFERENCE MARK NO. 1 IS HEAD OF A 10-INCH NAIL IN TRIANGLE
 FX2980'CUT AT BASE OF 7-INCH CEDAR TREE STANDING ON TOP OF BANK,
 FX2980'DISTANT 6.256 METERS ON LINE 283 DEG 52 MIN 01 SEC TO RIGHT
 FX2980'OF LINE TO TRIANGULATION STATION BARTON.  REFERENCE MARK NO. 2
 FX2980'IS NAIL IN TRIANGLE CUT AT BASE OF 6-INCH CEDAR TREE, DISTANT
 FX2980'12.065 METERS ON LINE 314 DEG 17 MIN 30 SEC TO RIGHT OF LINE
 FX2980'TO TRIANGULATION STATION BARTON.
 FX2980
 FX2980                          STATION RECOVERY (1932)
 FX2980
 FX2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2980'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX2980
 FX2980                          STATION RECOVERY (1944)
 FX2980
 FX2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX2980'THIS STATION WAS SEARCHED FOR AND ALL REFERENCES GIVEN WERE
 FX2980'USED.  THE BANK IN THIS AREA HAS CAVED IN ALONG THE POINT
 FX2980'AND IT IS POSSIBLE THAT THE STATION WAS DESTROYED.
 FX2980'
 FX2980'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4151 ***********************************************************************
 GV4151  DESIGNATION -  CEDAR
 GV4151  PID         -  GV4151
 GV4151  STATE/COUNTY-  VA/YORK
 GV4151  USGS QUAD   -  POQUOSON WEST (1983)
 GV4151
 GV4151                         *CURRENT SURVEY CONTROL
 GV4151  ___________________________________________________________________
 GV4151* NAD 83(1993)-  37 13 05.66274(N)    076 27 23.25425(W)     ADJUSTED  
 GV4151* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4151  ___________________________________________________________________
 GV4151  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 GV4151  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV4151
 GV4151  HORZ ORDER  -  THIRD
 GV4151
 GV4151.The horizontal coordinates were established by classical geodetic methods
 GV4151.and adjusted by the National Geodetic Survey in September 1995..
 GV4151
 GV4151.The orthometric height was scaled from a topographic map.
 GV4151
 GV4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4151
 GV4151.The geoid height was determined by GEOID03.
 GV4151
 GV4151;                    North         East     Units Scale Factor Converg.
 GV4151;SPC VA S     - 1,100,164.866 3,681,354.310   MT  0.99994878   +1 14 25.0
 GV4151;SPC VA S     - 3,609,457.56 12,077,909.93   sFT  0.99994878   +1 14 25.0
 GV4151;UTM  18      - 4,120,076.395   370,777.501   MT  0.99980570   -0 52 51.8
 GV4151
 GV4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4151!SPC VA S     -   1.00000538  x   0.99994878  =   0.99995416
 GV4151!UTM  18      -   1.00000538  x   0.99980570  =   0.99981108
 GV4151
 GV4151:                Primary Azimuth Mark                     Grid Az
 GV4151:SPC VA S     -  HOUSE E YELLOW E OF GAINES PT            359 14 07.8
 GV4151:UTM  18      -  HOUSE E YELLOW E OF GAINES PT            001 21 24.6
 GV4151
 GV4151|---------------------------------------------------------------------|
 GV4151| PID    Reference Object                     Distance      Geod. Az  |
 GV4151|                                                           dddmmss.s |
 GV4151| GV4315 HOUSE E YELLOW E OF GAINES PT       APPROX. 3.9 KM 0002832.8 |
 GV4151| GV4314 HOUSE D PROM WHITE CEN WINDOW       APPROX. 4.1 KM 0103940.5 |
 GV4151| GV4326 MINOR                               APPROX. 4.3 KM 0185812.8 |
 GV4151| GV4346 SQUARE                              APPROX. 4.9 KM 0251618.0 |
 GV4151| DC9064 CEDAR RM 1                                         10917     |
 GV4151| DC9063 CEDAR WM 1                                         12824     |
 GV4151| DC9065 CEDAR WM 2                                         14340     |
 GV4151| DC9066 CEDAR RM 2                                         14835     |
 GV4151| DC9067 CEDAR WM 3                                         24854     |
 GV4151| GV4181 OYSTER HOUSE                        APPROX. 1.0 KM 2744610.8 |
 GV4151| GV4160 FUEL DEPOT FLAGPOLE                 APPROX. 2.4 KM 2763255.0 |
 GV4151| GV4162 FUEL DEPOT POWER HOUSE STACK        APPROX. 2.3 KM 2781813.0 |
 GV4151| GV4202 WHITE WOODEN TK W USN FUEL DEP      APPROX. 3.2 KM 2784901.5 |
 GV4151| GV4535 NELSON HOUSE EAST CHIMNEY           APPROX. 4.8 KM 2912646.9 |
 GV4151| GV4550 YORKTOWN COURTHOUSE CUPOLA          APPROX. 5.0 KM 2925311.1 |
 GV4151| GV4539 PICKLE FACTORY SOUTH GABLE          APPROX. 5.2 KM 3052753.4 |
 GV4151| GV4520 CEDAR TREE                          APPROX. 5.2 KM 3094049.0 |
 GV4151| GV4543 TALIAFERRO HOUSE EAST GABLE         APPROX. 5.1 KM 3100759.4 |
 GV4151| GV4190 SARAH CREEK SOUTHWEST BEACON        APPROX. 4.4 KM 3172351.4 |
 GV4151| GV4321 LITTLE RICHMOND WHITE WOOD TK       APPROX. 5.1 KM 3231738.8 |
 GV4151| GV4320 LITTLE RICHMOND HOTEL S SIDE        APPROX. 4.7 KM 3262731.5 |
 GV4151| GV4342 SARAH CREEK NORTHEAST BEACON        APPROX. 4.6 KM 3294356.6 |
 GV4151| GV4316 HOUSE F PROM WHITE SARAH CR         APPROX. 4.7 KM 3305315.0 |
 GV4151| GV4361 OLD COLONIAL HOUSE EAST GABLE       APPROX. 4.4 KM 3325841.0 |
 GV4151| GV4337 QUARTER 2                           APPROX. 4.0 KM 3325938.8 |
 GV4151|---------------------------------------------------------------------|
 GV4151
 GV4151                          SUPERSEDED SURVEY CONTROL
 GV4151
 GV4151  NAD 83(1993)-  37 13 05.66415(N)    076 27 23.26561(W) AD(       ) 3
 GV4151  NAD 83(1986)-  37 13 05.67333(N)    076 27 23.28788(W) AD(       ) 3
 GV4151  NAD 27      -  37 13 05.16400(N)    076 27 24.46800(W) AD(       ) 3
 GV4151
 GV4151.Superseded values are not recommended for survey control.
 GV4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4151.See file dsdata.txt to determine how the superseded data were derived.
 GV4151
 GV4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7077820076(NAD 83)
 GV4151_MARKER: K = CLAY TILE PIPE
 GV4151_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV4151_SP_SET: OBJECT IMBEDDED IN GROUND
 GV4151
 GV4151  HISTORY     - Date     Condition        Report By
 GV4151  HISTORY     - 1906     MONUMENTED       CGS
 GV4151  HISTORY     - 1911     SEE DESCRIPTION  CGS
 GV4151  HISTORY     - 1914     GOOD             VACF
 GV4151  HISTORY     - 1928     GOOD             VACF
 GV4151  HISTORY     - 1932     GOOD             CGS
 GV4151  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4151
 GV4151                          STATION DESCRIPTION
 GV4151
 GV4151'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WB)
 GV4151'THIS STATION IS LOCATED ON THE S SHORE OF YORK RIVER, ON CEDAR
 GV4151'BRANCH POINT, AND 6 METERS E OF THE STRIP OF MARSH WITH VERY
 GV4151'SMALL OUTLET, KNOWN AS CEDAR BRANCH.  STATION IS ON FIRM
 GV4151'GROUND ABOUT 5 FEET ABOVE HIGH WATER AND 9 METERS FROM THE LOW
 GV4151'BLUFF LINING THE SHORE OF YORK RIVER.
 GV4151'
 GV4151'STATION MARK IS A TERRA-COTTA PIPE 2 FEET LONG, 4 INCHES
 GV4151'IN DIAMETER, CENTERED UNDER STATION WITH TOP ABOUT 24 INCHES
 GV4151'BELOW SURFACE OF GROUND.  ABOVE THIS WAS PLACED ABOUT 6 INCHES
 GV4151'OF SAND.  UPON THIS WAS CENTERED ANOTHER TERRA-COTTA PIPE
 GV4151'WHICH WAS FILLED WITH CEMENT AND SURROUNDED BY A COLUMN OF
 GV4151'CEMENT ABOUT 20 INCHES IN DIAMETER AND WITH TOP OF COLUMN
 GV4151'FLUSH WITH SURFACE OF GROUND.  TOP OF PIPE USED FOR SURFACE
 GV4151'MARK EXTENDS 6 INCHES ABOVE GROUND.  THE PIPES WERE PLUMBED
 GV4151'AND THEIR CENTERS MARK STATION.
 GV4151'
 GV4151'THE REFERENCE MARKS ARE TRIANGLES CUT INTO THE BARK OF TREES.
 GV4151'REFERENCE MARKS NOS. 1 AND 2 ARE ON PINE TREES.  REFERENCE
 GV4151'MARK NO. 3 IS ON A WILD CHERRY TREE.
 GV4151
 GV4151                          STATION RECOVERY (1911)
 GV4151
 GV4151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4151'THE OLD STATION MARK WITH A LARGE BODY OF VERY HARD CEMENT
 GV4151'ROCK HAD BEEN DUG OUT AND BROKEN UP, BUT UPON DIGGING DEEPER,
 GV4151'THE SECOND TILE PIPE WITH NAIL POINT MARKING ITS CENTER WAS
 GV4151'FOUND AND AN IRON PIPE ABOUT 2 FEET LONG AND 4 INCHES IN
 GV4151'DIAMETER WITH BRASS CAP SECURED ON ITS TOP WAS CENTERED AND
 GV4151'CEMENTED IN PLACE AFTER FILLING THE PIPE WITH CEMENT.  THE CAP
 GV4151'BEARS THE LEGEND TRIANGULATION STATION, U.S. COAST AND
 GV4151'GEODETIC SURVEY, FOR INFORMATION WRITE TO SUPERINTENDENT, ETC.
 GV4151'
 GV4151'THE REFERENCE MARKS ARE INTACT, THOUGH ONLY THE STUMP OF THE
 GV4151'CHERRY TREE REMAINS.
 GV4151
 GV4151                          STATION RECOVERY (1914)
 GV4151
 GV4151'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1914
 GV4151'STATION IN GOOD SHAPE.  SIGNAL STANDING, CENTER POLE BROKEN
 GV4151'OFF.
 GV4151
 GV4151                          STATION RECOVERY (1928)
 GV4151
 GV4151'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1928
 GV4151'IN GOOD SHAPE, HAS BEEN RE-MARKED SINCE DESCRIPTION FURNISHED WAS
 GV4151'MADE BY BRASS DISK SET IN CONCRETE.
 GV4151'
 GV4151'STATION IS NOW ABOUT 2.5 METERS FROM THE EDGE OF THE LOW
 GV4151'BLUFF AND AS THE PEOPLE USE THIS SPACE AS A DRIVE ROAD, A SMALL
 GV4151'PORTION OF THE CEMENT SURROUNDING THE ORIGINAL PIPE HAS BEEN
 GV4151'BROKEN OFF.
 GV4151
 GV4151                          STATION RECOVERY (1932)
 GV4151
 GV4151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4151'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  STATION
 GV4151'IS NOW ABOUT 2 METERS FROM THE EDGE OF THE LOW BANK WHICH IS
 GV4151'JUST INSIDE THE HIGH-WATER LINE.  THE BANK IS SLOWLY WASHING
 GV4151'AWAY.  THE STATION IS ON THE SUMMER ESTATE OF CHARLES POHLIG,
 GV4151'27 METERS W OF SMALL BOAT LANDING AND ABOUT 25 METERS NW OF THE
 GV4151'NW CORNER OF THE COTTAGE.
 GV4151'
 GV4151'TWO REFERENCE MARKS WERE PUT IN.  THEY CONSIST OF STANDARD
 GV4151'BRASS DISK REFERENCE MARKS SET IN 6- BY 30-INCH TILE PIPES
 GV4151'FILLED WITH CONCRETE.  REFERENCE MARK NO. 1 IS ABOUT 1 FOOT
 GV4151'E OF FENCE ON E SIDE OF LANE BY THE COTTAGE AND IS 5 METERS
 GV4151'FROM NE CORNER OF COTTAGE.  REFERENCE MARK NO. 2 IS 1 FOOT W OF
 GV4151'THE W FENCE AROUND COTTAGE AND IN LINE WITH FRONT FACE OF COTTAGE.
 GV4151'THE BLAZED TREES IN ORIGINAL DESCRIPTION ARE GONE.
 GV4151
 GV4151                          STATION RECOVERY (1943)
 GV4151
 GV4151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4151'THIS STATION WAS NOT RECOVERED.  THE STATION HAS WASHED OUT
 GV4151'AND IS LYING ON THE BEACH.
 GV4151'
 GV4151'REFERENCE MARK 1 IS TILTED BADLY.
 GV4151'
 GV4151'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 GV4151'
 GV4151'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4566 ***********************************************************************
 GV4566  DESIGNATION -  CEDAR
 GV4566  PID         -  GV4566
 GV4566  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4566  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4566
 GV4566                         *CURRENT SURVEY CONTROL
 GV4566  ___________________________________________________________________
 GV4566* NAD 83(1993)-  37 01 41.87682(N)    076 35 09.07391(W)     ADJUSTED  
 GV4566* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4566  ___________________________________________________________________
 GV4566  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 GV4566  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 GV4566
 GV4566  HORZ ORDER  -  THIRD
 GV4566
 GV4566.The horizontal coordinates were established by classical geodetic methods
 GV4566.and adjusted by the National Geodetic Survey in September 1995..
 GV4566
 GV4566.The orthometric height was scaled from a topographic map.
 GV4566
 GV4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4566
 GV4566.The geoid height was determined by GEOID03.
 GV4566
 GV4566;                    North         East     Units Scale Factor Converg.
 GV4566;SPC VA S     - 1,078,849.853 3,670,300.182   MT  0.99996282   +1 09 42.3
 GV4566;SPC VA S     - 3,539,526.56 12,041,643.18   sFT  0.99996282   +1 09 42.3
 GV4566;UTM  18      - 4,099,187.434   358,944.275   MT  0.99984511   -0 57 18.6
 GV4566
 GV4566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4566!SPC VA S     -   1.00000537  x   0.99996282  =   0.99996819
 GV4566!UTM  18      -   1.00000537  x   0.99984511  =   0.99985048
 GV4566
 GV4566:                Primary Azimuth Mark                     Grid Az
 GV4566:SPC VA S     -  WARICK RIVER TOWER FLAGPOLE              008 13 45.3
 GV4566:UTM  18      -  WARICK RIVER TOWER FLAGPOLE              010 20 46.2
 GV4566
 GV4566|---------------------------------------------------------------------|
 GV4566| PID    Reference Object                     Distance      Geod. Az  |
 GV4566|                                                           dddmmss.s |
 GV4566| GV4596 WARICK RIVER TOWER FLAGPOLE         APPROX. 9.4 KM 0092327.6 |
 GV4566| GV4567 CURTIS POINT TOWER FLAGPOLE         APPROX. 6.6 KM 0272813.4 |
 GV4566| GV4576 HOUSE SOUTH OF BLUNT PT CHIM        APPROX. 7.5 KM 0670439.1 |
 GV4566| DC9072 CEDAR RM 1                           14.561 METERS 20435     |
 GV4566| DC9073 CEDAR RM 2                           19.682 METERS 27753     |
 GV4566| GV4544 TOWER NEAR STA CRAWFORD FLAG        APPROX.11.6 KM 3450106.0 |
 GV4566| GV4594 TOWER SOUTH OF MARSHY PT FLAG       APPROX. 9.5 KM 3514137.4 |
 GV4566| GV4545 TOWER SE OF SKIFF CREEK FLAG        APPROX.13.5 KM 3585209.3 |
 GV4566|---------------------------------------------------------------------|
 GV4566
 GV4566                          SUPERSEDED SURVEY CONTROL
 GV4566
 GV4566  NAD 83(1986)-  37 01 41.88149(N)    076 35 09.10605(W) AD(       ) 3
 GV4566  NAD 27      -  37 01 41.34600(N)    076 35 10.27200(W) AD(       ) 3
 GV4566
 GV4566.Superseded values are not recommended for survey control.
 GV4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4566.See file dsdata.txt to determine how the superseded data were derived.
 GV4566
 GV4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5894499187(NAD 83)
 GV4566_MARKER: DS = TRIANGULATION STATION DISK
 GV4566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4566
 GV4566  HISTORY     - Date     Condition        Report By
 GV4566  HISTORY     - 1938     MONUMENTED       VACF
 GV4566  HISTORY     - 1942     GOOD             CGS
 GV4566  HISTORY     - 1947     GOOD             CGS
 GV4566
 GV4566                          STATION DESCRIPTION
 GV4566
 GV4566'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1938 (HEF)
 GV4566'THIS STATION WAS ESTABLISHED BY THE VIRGINIA COMMISSION OF
 GV4566'FISHERIES ON A PROMINENT BLUFF WEST-NORTHWEST OF PAGAN RIVER
 GV4566'ABOUT 1/2 MILE ABOVE DAYS POINT.  STATION IS ABOUT 335 METERS
 GV4566'EAST BY SOUTH OF A PROMINENT DRAW OR RAVINE INDENTING THE
 GV4566'BLUFF AND LEADING UP PAST AND ON THE WEST SIDE OF THE BUILDINGS
 GV4566'OF UPTONS FARM, THE BARN OF WHICH IS A LARGE GRAY CORRUGATED
 GV4566'METAL BUILDING AND PROMINENT ALONG THE RIVER.
 GV4566'
 GV4566'STATION IS ON THE FENCE LINE AT THE NORTHEAST CORNER
 GV4566'OF AN OPEN FIELD NOW USED AS PASTURE LAND.  THERE ARE NUMEROUS
 GV4566'SCATTERED SMALL CEDAR TREES IN THE FIELD.  THE APPROXIMATE
 GV4566'LOCATION OF THE STATION IS EASILY LOCATED BY A LARGE LONE CEDAR
 GV4566'TREE ON THE EDGE OF THE BLUFF THAT IS PROMINENT FROM THE RIVER.
 GV4566'THIS TREE IS 5.33 METERS FROM THE STATION AND ABOUT ON LINE
 GV4566'BETWEEN THE STATION AND MULBERRY POINT.  THIS TREE PROBABLY
 GV4566'WILL NOT LAST MANY YEARS SINCE IT IS NOW ON THE VERY EDGE OF
 GV4566'THE STEEP-TO CLAY BLUFF.
 GV4566'
 GV4566'THE STATION WAS ORIGINALLY MARKED BY A 2-INCH GALVANIZED IRON
 GV4566'PIPE EXTENDING ABOUT 1 FOOT ABOVE GROUND.  THE STATION WAS
 GV4566'RE-MARKED AS FOLLOWS--PIPE WAS DRIVEN DOWN SO THAT THE PIPE
 GV4566'TOP PROTRUDED ABOUT 3 INCHES ABOVE SURFACE OF GROUND.  A
 GV4566'CONCRETE POST 10 INCHES ON A SIDE WAS POURED AROUND THE PIPE.
 GV4566'THE PIPE WAS FILLED WITH CONCRETE AND A STANDARD COAST AND
 GV4566'GEODETIC SURVEY STATION MARK WAS CEMENTED IN THE CENTER OF THE
 GV4566'TOP OF THE PIPE.  THE MARK IS 3.3 METERS BACK FROM EDGE OF
 GV4566'BLUFF.
 GV4566'
 GV4566'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GV4566'IN CONCRETE.
 GV4566'
 GV4566'REFERENCE MARK NO. 1 IS IN THE FENCE LINE 17.9 METERS FROM THE
 GV4566'EDGE OF THE BLUFF.
 GV4566'
 GV4566'REFERENCE MARK NO. 2 IS 16.5 METERS FROM THE EDGE OF THE BLUFF,
 GV4566'AND FROM THE REFERENCE MARK THE STATION AND WHITE SHOAL
 GV4566'LIGHTHOUSE ARE ON LINE.
 GV4566'
 GV4566'A 6-FOOT STAND WAS USED HERE TO CLEAR THE BRUSH AND GRASS
 GV4566'ALONG THE BLUFF ON THE LINE TO POINT OF SHOALS.
 GV4566
 GV4566                          STATION RECOVERY (1942)
 GV4566
 GV4566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4566'1938 DESCRIPTION ADEQUATE.
 GV4566'
 GV4566'NOTE--THE CEDAR MENTIONED IN THE DESCRIPTION IS NOW DEAD AND
 GV4566'ON EDGE OF BLUFF.  NONE OF THE DISKS ARE STAMPED.
 GV4566
 GV4566                          STATION RECOVERY (1947)
 GV4566
 GV4566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4566'STATION FOUND AS DESCRIBED.  THE LARGE LONE CEDAR HAS FALLEN
 GV4566'OVER THE BLUFF AND DISAPPEARED ENTIRELY.  THE STATION IS NOW
 GV4566'OUTSIDE THE FENCE LINE AND ABOUT 3 FEET FROM THE EDGE OF THE
 GV4566'BLUFF.  AS THE BLUFF IS UNDERCUT ALONG THIS STRETCH IT IS
 GV4566'DOUBTFUL WHETHER THE STATION WILL LAST MUCH LONGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5020 ***********************************************************************
 GV5020  DESIGNATION -  CEDAR
 GV5020  PID         -  GV5020
 GV5020  STATE/COUNTY-  VA/KING AND QUEEN
 GV5020  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5020
 GV5020                         *CURRENT SURVEY CONTROL
 GV5020  ___________________________________________________________________
 GV5020* NAD 83(1993)-  37 40 19.52508(N)    076 54 15.44910(W)     ADJUSTED  
 GV5020* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 GV5020  ___________________________________________________________________
 GV5020  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 GV5020  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 GV5020
 GV5020  HORZ ORDER  -  THIRD
 GV5020
 GV5020.The horizontal coordinates were established by classical geodetic methods
 GV5020.and adjusted by the National Geodetic Survey in November 1994..
 GV5020
 GV5020.The orthometric height was scaled from a topographic map.
 GV5020
 GV5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5020
 GV5020.The geoid height was determined by GEOID03.
 GV5020
 GV5020;                    North         East     Units Scale Factor Converg.
 GV5020;SPC VA S     - 1,149,760.113 3,640,764.374   MT  0.99995949   +0 58 06.5
 GV5020;SPC VA S     - 3,772,171.30 11,944,741.12   sFT  0.99995949   +0 58 06.5
 GV5020;UTM  18      - 4,171,139.741   332,058.691   MT  0.99994741   -1 09 50.6
 GV5020
 GV5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5020!SPC VA S     -   1.00000447  x   0.99995949  =   0.99996396
 GV5020!UTM  18      -   1.00000447  x   0.99994741  =   0.99995188
 GV5020
 GV5020|---------------------------------------------------------------------|
 GV5020| PID    Reference Object                     Distance      Geod. Az  |
 GV5020|                                                           dddmmss.s |
 GV5020| DC9068 CEDAR RM 1                           39.560 METERS 08951     |
 GV5020| DC9069 CEDAR RM 2                           43.250 METERS 10848     |
 GV5020| DC9070 CEDAR RM 3                           58.095 METERS 11932     |
 GV5020| GV5052 OAK                                 APPROX. 2.1 KM 1903354.7 |
 GV5020|---------------------------------------------------------------------|
 GV5020
 GV5020                          SUPERSEDED SURVEY CONTROL
 GV5020
 GV5020  NAD 83(1986)-  37 40 19.52707(N)    076 54 15.46517(W) AD(       ) 3
 GV5020  NAD 27      -  37 40 19.00900(N)    076 54 16.58400(W) AD(       ) 3
 GV5020
 GV5020.Superseded values are not recommended for survey control.
 GV5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5020.See file dsdata.txt to determine how the superseded data were derived.
 GV5020
 GV5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3205971140(NAD 83)
 GV5020_MARKER: DS = TRIANGULATION STATION DISK
 GV5020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5020
 GV5020  HISTORY     - Date     Condition        Report By
 GV5020  HISTORY     - 1911     MONUMENTED       CGS
 GV5020  HISTORY     - 1944     GOOD             CGS
 GV5020  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5020  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV5020  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5020
 GV5020                          STATION DESCRIPTION
 GV5020
 GV5020'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5020'STATION IS SO CALLED BECAUSE THEODOLITE RESTED ON CEDAR TREE,
 GV5020'CUT OFF 14 FEET ABOVE THE GROUND, ON TOP OF RIVER BANK, IN FRONT
 GV5020'OF THE OLD NEWINGTON COLONIAL HOME PLACE, AND LEFT BANK OF THE
 GV5020'MATTAPONI RIVER DESCENDING.  IT IS 17 FEET BACK FROM TOP OF
 GV5020'RIVER BANK ON LEVEL GRASSY GROUND, ABOUT 22 FEET ABOVE MEAN
 GV5020'TIDE, ABOUT 1.6 MILES UP THE RIVER FROM FRAZIERS FERRY.
 GV5020'
 GV5020'SURFACE MARK IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH BRASS
 GV5020'PLATE BEARING EXPLANATORY LEGEND, SET 1/2 INCH ABOVE GROUND.
 GV5020'
 GV5020'SURSURFACE MARK IS A BEER BOTTLE.
 GV5020'
 GV5020'REFERENCE MARK NO.1 IS THE SW CORNER OF LARGE OUTSIDE CHIMNEY
 GV5020'OF SERVANTS QUARTERS, DISTANT 39.560 METERS, 259 DEG 16 MIN
 GV5020'38 SEC TO RIGHT OF LINE TO STATION OAK.
 GV5020'
 GV5020'REFERENCE MARK NO. 2 IS CENTER OF PUMP ON CENTER OF THE LARGE
 GV5020'WELL, DISTANT 43.250 METERS, 278 DEG 40 MIN 20 SEC TO RIGHT OF
 GV5020'LINE TO STATION OAK.
 GV5020'
 GV5020'REFERENCE MARK NO. 3 IS THE SW CORNER OF LARGE WELL PRESERVED
 GV5020'OUTSIDE CHIMNEY OF THE OLD NEWINGTON MANSION (BURNED).  THIS
 GV5020'CHIMNEY AT OPPOSITE END IS ALSO STANDING, DISTANT 58.095 METERS,
 GV5020'288 DEG 58 MIN 21 SEC TO RIGHT OF LINE TO STATION OAK.
 GV5020
 GV5020                          STATION RECOVERY (1944)
 GV5020
 GV5020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5020'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCY--
 GV5020'
 GV5020'REFERENCE MARKS 2 AND 3 HAVE BEEN DESTROYED.
 GV5020'
 GV5020'DISTANCE TO REFERENCE MARK 1 HAS BEEN VERIFIED.
 GV5020
 GV5020                          STATION RECOVERY (1995)
 GV5020
 GV5020'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5020'MARK NOT FOUND.
 GV5020
 GV5020                          STATION RECOVERY (2000)
 GV5020
 GV5020'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5020'MARK NOT FOUND.
 GV5020
 GV5020                          STATION RECOVERY (2004)
 GV5020
 GV5020'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3826 ***********************************************************************
 GV3826  DESIGNATION -  CEDAR 1931
 GV3826  PID         -  GV3826
 GV3826  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3826  USGS QUAD   -  HEATHSVILLE (1992)
 GV3826
 GV3826                         *CURRENT SURVEY CONTROL
 GV3826  ___________________________________________________________________
 GV3826* NAD 83(1993)-  37 59 28.58724(N)    076 29 54.69261(W)     ADJUSTED  
 GV3826* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3826  ___________________________________________________________________
 GV3826  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 GV3826  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 GV3826
 GV3826  HORZ ORDER  -  THIRD
 GV3826
 GV3826.The horizontal coordinates were established by classical geodetic methods
 GV3826.and adjusted by the National Geodetic Survey in November 1994..
 GV3826
 GV3826.The orthometric height was scaled from a topographic map.
 GV3826
 GV3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3826
 GV3826.The geoid height was determined by GEOID03.
 GV3826
 GV3826;                    North         East     Units Scale Factor Converg.
 GV3826;SPC VA S     - 1,185,860.651 3,675,802.874   MT  1.00000458   +1 12 53.1
 GV3826;SPC VA S     - 3,890,611.15 12,059,696.60   sFT  1.00000458   +1 12 53.1
 GV3826;SPC VA N     - 2,037,947.310 3,675,802.663   MT  1.00000769   +1 14 57.0
 GV3826;SPC VA N     - 6,686,165.47 12,059,695.90   sFT  1.00000769   +1 14 57.0
 GV3826;UTM  18      - 4,205,906.215   368,414.186   MT  0.99981326   -0 55 21.1
 GV3826
 GV3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3826!SPC VA S     -   1.00000518  x   1.00000458  =   1.00000976
 GV3826!SPC VA N     -   1.00000518  x   1.00000769  =   1.00001287
 GV3826!UTM  18      -   1.00000518  x   0.99981326  =   0.99981844
 GV3826
 GV3826|---------------------------------------------------------------------|
 GV3826| PID    Reference Object                     Distance      Geod. Az  |
 GV3826|                                                           dddmmss.s |
 GV3826| GV3836 GLEBE D 1931                        216.347 METERS 10008     |
 GV3826| GV3834 GLEBE A 1931                        339.156 METERS 15738     |
 GV3826| GV3835 GLEBE B 1931                        APPROX. 0.6 KM 1695602.7 |
 GV3826| GV4731 GLEBE C 1931                        479.183 METERS 1933051.3 |
 GV3826| GV4730 DOWNING 1931                        265.708 METERS 25555     |
 GV3826|---------------------------------------------------------------------|
 GV3826
 GV3826                          SUPERSEDED SURVEY CONTROL
 GV3826
 GV3826  NAD 83(1993)-  37 59 28.58546(N)    076 29 54.69536(W) AD(       ) 3
 GV3826  NAD 83(1986)-  37 59 28.58842(N)    076 29 54.70828(W) AD(       ) 3
 GV3826  NAD 27      -  37 59 28.10200(N)    076 29 55.87300(W) AD(       ) 3
 GV3826
 GV3826.Superseded values are not recommended for survey control.
 GV3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3826.See file dsdata.txt to determine how the superseded data were derived.
 GV3826
 GV3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6841405906(NAD 83)
 GV3826_MARKER: I = METAL ROD
 GV3826_SETTING: 0 = UNSPECIFIED SETTING
 GV3826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3826
 GV3826  HISTORY     - Date     Condition        Report By
 GV3826  HISTORY     - 1931     MONUMENTED       VACF
 GV3826  HISTORY     - 1943     GOOD             CGS
 GV3826  HISTORY     - 1959     GOOD             CGS
 GV3826  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3826
 GV3826                          STATION DESCRIPTION
 GV3826
 GV3826'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3826'STATION IS ON LOW POINT OF LAND OPPOSITE DOWNINGS, A MARKED
 GV3826'CEDAR STANDS 10.50 FEET W OF STATION.  MARKED BY A 4-FOOT
 GV3826'SECTION OF 1-INCH GALVANIZED-IRON PIPE, SURROUNDED BY A BLOCK OF
 GV3826'CONCRETE BELOW SURFACE OF GROUND.
 GV3826'
 GV3826'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3826
 GV3826                          STATION RECOVERY (1943)
 GV3826
 GV3826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3826'THE STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 GV3826'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3826
 GV3826                          STATION RECOVERY (1959)
 GV3826
 GV3826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 GV3826'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING CHANGE
 GV3826'AND ADDITION SHOULD BE MADE TO THE DESCRIPTION,
 GV3826'
 GV3826'THE MARKED CEDAR TREE HAS BEEN CUT DOWN.
 GV3826'
 GV3826'THE STATION IS 6 INCHES ABOVE MEAN HIGH WATER.
 GV3826
 GV3826                          STATION RECOVERY (2002)
 GV3826
 GV3826'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1028 ***********************************************************************
 FW1028  DESIGNATION -  CEDAR 1953
 FW1028  PID         -  FW1028
 FW1028  STATE/COUNTY-  VA/NORTHAMPTON
 FW1028  USGS QUAD   -  FRANKTOWN (1992)
 FW1028
 FW1028                         *CURRENT SURVEY CONTROL
 FW1028  ___________________________________________________________________
 FW1028* NAD 83(1993)-  37 24 59.36436(N)    075 54 47.96547(W)     ADJUSTED  
 FW1028* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 FW1028  ___________________________________________________________________
 FW1028  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 FW1028  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 FW1028
 FW1028  HORZ ORDER  -  THIRD
 FW1028
 FW1028.The horizontal coordinates were established by classical geodetic methods
 FW1028.and adjusted by the National Geodetic Survey in September 1995..
 FW1028
 FW1028.The orthometric height was scaled from a topographic map.
 FW1028
 FW1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1028
 FW1028.The geoid height was determined by GEOID03.
 FW1028
 FW1028;                    North         East     Units Scale Factor Converg.
 FW1028;SPC VA S     - 1,123,339.999 3,728,941.413   MT  0.99994577   +1 34 11.7
 FW1028;SPC VA S     - 3,685,491.31 12,234,035.29   sFT  0.99994577   +1 34 11.7
 FW1028;UTM  18      - 4,141,468.007   419,180.523   MT  0.99968046   -0 33 17.9
 FW1028
 FW1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1028!SPC VA S     -   1.00000424  x   0.99994577  =   0.99995001
 FW1028!UTM  18      -   1.00000424  x   0.99968046  =   0.99968469
 FW1028
 FW1028:                Primary Azimuth Mark                     Grid Az
 FW1028:SPC VA S     -  TT 07 1953                               187 03 39.6
 FW1028:UTM  18      -  TT 07 1953                               189 11 09.2
 FW1028
 FW1028|---------------------------------------------------------------------|
 FW1028| PID    Reference Object                     Distance      Geod. Az  |
 FW1028|                                                           dddmmss.s |
 FW1028| FW1045 TT 07 1953                          470.463 METERS 1883751.3 |
 FW1028| FW1030 JOHNSON 1953                        416.826 METERS 3574833.7 |
 FW1028|---------------------------------------------------------------------|
 FW1028
 FW1028                          SUPERSEDED SURVEY CONTROL
 FW1028
 FW1028  NAD 83(1993)-  37 24 59.36330(N)    075 54 47.96549(W) AD(       ) 3
 FW1028  NAD 83(1986)-  37 24 59.36615(N)    075 54 48.00177(W) AD(       ) 3
 FW1028  NAD 27      -  37 24 58.87700(N)    075 54 49.24600(W) AD(       ) 3
 FW1028
 FW1028.Superseded values are not recommended for survey control.
 FW1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1028.See file dsdata.txt to determine how the superseded data were derived.
 FW1028
 FW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1918141468(NAD 83)
 FW1028_MARKER: DE = TRAVERSE STATION DISK
 FW1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1028+STABILITY: SURFACE MOTION
 FW1028
 FW1028  HISTORY     - Date     Condition        Report By
 FW1028  HISTORY     - 1953     MONUMENTED       CGS
 FW1028
 FW1028                          STATION DESCRIPTION
 FW1028
 FW1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1028'STATION IS LOCATED ALONG HIGHWAY 618 BETWEEN MACHIPONGO AND
 FW1028'JOHNSONTOWN, ON THE E SIDE OF THE ROAD BETWEEN THE PAVEMENT AND
 FW1028'A DITCH, 773 FT. N OF THE CENTERLINE OF THE DRIVEWAY TO THE
 FW1028'TANKARD FARM, 157.8 FT. N OF TELEPHONE POLE 2597, 97.2 FT.
 FW1028'S OF TELEPHONE POLE 2596, AND 10 FT. E OF THE CENTERLINE OF
 FW1028'THE HIGHWAY.  IT IS A STANDARD TRAVERSE STATION DISK, STAMPED
 FW1028'CEDAR 1953 AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE
 FW1028'MONUMENT FLUSH WITH THE SURFACE OF THE SHOULDER OF THE ROAD.
 FW1028'
 FW1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND
 FW1028'HIGHWAY 627 IN MACHIPONGO, GO W ON HIGHWAY 627 FOR 0.3 MI.
 FW1028'TO THE T-INTERSECTION OF HIGHWAYS 627 AND 618, TURN RIGHT ON
 FW1028'HIGHWAY 618 AND GO 0.95 MI. TO THE STATION.
 FW1028'
 FW1028'STATION JOHNSON IS 1367.53 FT. N 03 DEG 46 MIN W.
 FW1028'
 FW1028'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9575 ***********************************************************************
 HV9575  DESIGNATION -  CEDAR 2
 HV9575  PID         -  HV9575
 HV9575  STATE/COUNTY-  VA/FAIRFAX
 HV9575  USGS QUAD   -  FALLS CHURCH (1994)
 HV9575
 HV9575                         *CURRENT SURVEY CONTROL
 HV9575  ___________________________________________________________________
 HV9575* NAD 83(1986)-  38 52 47.     (N)    077 14 47.     (W)     SCALED    
 HV9575* NAVD 88     -       117.380  (meters)     385.10   (feet)  ADJUSTED  
 HV9575  ___________________________________________________________________
 HV9575  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV9575  DYNAMIC HT  -         117.315 (meters)     384.89  (feet)  COMP
 HV9575  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 HV9575
 HV9575  VERT ORDER  -  THIRD
 HV9575
 HV9575.The horizontal coordinates were scaled from a topographic map and have
 HV9575.an estimated accuracy of +/- 6 seconds.
 HV9575
 HV9575.The orthometric height was determined by differential leveling
 HV9575.and adjusted by the National Geodetic Survey in September 2004..
 HV9575.No vertical observational check was made to the station.
 HV9575
 HV9575.The geoid height was determined by GEOID03.
 HV9575
 HV9575.The dynamic height is computed by dividing the NAVD 88
 HV9575.geopotential number by the normal gravity value computed on the
 HV9575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9575.degrees latitude (g = 980.6199 gals.).
 HV9575
 HV9575.The modeled gravity was interpolated from observed gravity values.
 HV9575
 HV9575;                    North         East    Units  Estimated Accuracy
 HV9575;SPC VA N     - 2,135,390.    3,608,770.      MT  (+/- 180 meters Scaled)
 HV9575
 HV9575                          SUPERSEDED SURVEY CONTROL
 HV9575
 HV9575.No superseded survey control is available for this station.
 HV9575
 HV9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ051058(NAD 83)
 HV9575_MARKER: DH = HORIZONTAL CONTROL DISK
 HV9575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9575_SP_SET: CONCRETE POST
 HV9575_STAMPING: CEDAR 2 1988
 HV9575_MARK LOGO: NGS   
 HV9575_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9575+STABILITY: SURFACE MOTION
 HV9575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9575+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 HV9575
 HV9575  HISTORY     - Date     Condition        Report By
 HV9575  HISTORY     - 1988     MONUMENTED       RBNF
 HV9575  HISTORY     - 19920129 GOOD             MSI
 HV9575
 HV9575                          STATION DESCRIPTION
 HV9575
 HV9575'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9575'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS LOCATED ABOUT 4
 HV9575'MILES (6.4 KM) NORTHEAST OF FAIRFAX, 1.75 MILES (2.82 KM) SOUTHEAST
 HV9575'OF VIENNA AND 1.25 MILES (2.01 KM) WEST OF I-495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0714 ***********************************************************************
 FZ0714  DESIGNATION -  CEDAR AZ MK
 FZ0714  PID         -  FZ0714
 FZ0714  STATE/COUNTY-  VA/WYTHE
 FZ0714  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0714
 FZ0714                         *CURRENT SURVEY CONTROL
 FZ0714  ___________________________________________________________________
 FZ0714* NAD 83(1986)-  36 56 16.     (N)    081 00 41.     (W)     SCALED    
 FZ0714* NAVD 88     -       671.650  (meters)    2203.57   (feet)  ADJUSTED  
 FZ0714  ___________________________________________________________________
 FZ0714  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FZ0714  DYNAMIC HT  -         671.033 (meters)    2201.55  (feet)  COMP
 FZ0714  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FZ0714
 FZ0714  VERT ORDER  -  FIRST     CLASS II
 FZ0714
 FZ0714.The horizontal coordinates were scaled from a topographic map and have
 FZ0714.an estimated accuracy of +/- 6 seconds.
 FZ0714
 FZ0714.The orthometric height was determined by differential leveling
 FZ0714.and adjusted by the National Geodetic Survey in June 1991..
 FZ0714
 FZ0714.The geoid height was determined by GEOID03.
 FZ0714
 FZ0714.The dynamic height is computed by dividing the NAVD 88
 FZ0714.geopotential number by the normal gravity value computed on the
 FZ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0714.degrees latitude (g = 980.6199 gals.).
 FZ0714
 FZ0714.The modeled gravity was interpolated from observed gravity values.
 FZ0714
 FZ0714;                    North         East    Units  Estimated Accuracy
 FZ0714;SPC VA S     - 1,070,050.    3,276,310.      MT  (+/- 180 meters Scaled)
 FZ0714
 FZ0714                          SUPERSEDED SURVEY CONTROL
 FZ0714
 FZ0714  NGVD 29 (??/??/92)  671.739  (m)         2203.86   (f) ADJ UNCH    1 2
 FZ0714
 FZ0714.Superseded values are not recommended for survey control.
 FZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0714.See file dsdata.txt to determine how the superseded data were derived.
 FZ0714
 FZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA989879(NAD 83)
 FZ0714_MARKER: DZ = AZIMUTH MARK DISK
 FZ0714_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0714_SP_SET: ROCK LEDGE
 FZ0714_STAMPING: CEDAR 1958
 FZ0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0714+STABILITY: POSITION/ELEVATION WELL
 FZ0714
 FZ0714  HISTORY     - Date     Condition        Report By
 FZ0714  HISTORY     - 1958     MONUMENTED       CGS
 FZ0714  HISTORY     - 1959     GOOD             NGS
 FZ0714
 FZ0714                          STATION DESCRIPTION
 FZ0714
 FZ0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0714'4.6 MI SE FROM WYTHEVILLE.
 FZ0714'ABOUT 4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0714'OFFICE AT WYTHEVILLE, THENCE TURNING SOUTH ALONG EAST SIDE OF
 FZ0714'A LARGE STUCCO HOUSE, PROCEED 0.3 MILE SOUTHEAST ALONG FARMLANE
 FZ0714'LEADING UPSTREAM ALONG CREEK BRANCH TO BOARD GATE, 13 FEET WEST
 FZ0714'OF FENCE ALONG WEST SIDE OF LANE, 22 FEET NORTH OF FENCE IN LINE
 FZ0714'WITH GATE, IN TOP OF A 1 1/2-BY 1 1/2-FOOT ROUGH ROCK PROJECTING
 FZ0714'1 1/2 FEET, AND ABOUT 8 FEET ABOVE THE FARM LANE.  ALSO ABOUT
 FZ0714'0.8 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF A
 FZ0714'ROAD LEADING NORTHEAST TO KENT, THENCE ABOUT 0.3 MILE SOUTHEAST
 FZ0714'ALONG A FARM LANE TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9578 ***********************************************************************
 HV9578  DESIGNATION -  CEDAR AZ MK RESET
 HV9578  PID         -  HV9578
 HV9578  STATE/COUNTY-  VA/FAIRFAX
 HV9578  USGS QUAD   -  FALLS CHURCH (1994)
 HV9578
 HV9578                         *CURRENT SURVEY CONTROL
 HV9578  ___________________________________________________________________
 HV9578* NAD 83(1986)-  38 52 47.     (N)    077 14 41.     (W)     SCALED    
 HV9578* NAVD 88     -       115.359  (meters)     378.47   (feet)  ADJUSTED  
 HV9578  ___________________________________________________________________
 HV9578  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV9578  DYNAMIC HT  -         115.295 (meters)     378.26  (feet)  COMP
 HV9578  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 HV9578
 HV9578  VERT ORDER  -  THIRD
 HV9578
 HV9578.The horizontal coordinates were scaled from a topographic map and have
 HV9578.an estimated accuracy of +/- 6 seconds.
 HV9578
 HV9578.The orthometric height was determined by differential leveling
 HV9578.and adjusted by the National Geodetic Survey in September 2004..
 HV9578.No vertical observational check was made to the station.
 HV9578
 HV9578.The geoid height was determined by GEOID03.
 HV9578
 HV9578.The dynamic height is computed by dividing the NAVD 88
 HV9578.geopotential number by the normal gravity value computed on the
 HV9578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9578.degrees latitude (g = 980.6199 gals.).
 HV9578
 HV9578.The modeled gravity was interpolated from observed gravity values.
 HV9578
 HV9578;                    North         East    Units  Estimated Accuracy
 HV9578;SPC VA N     - 2,135,390.    3,608,920.      MT  (+/- 180 meters Scaled)
 HV9578
 HV9578                          SUPERSEDED SURVEY CONTROL
 HV9578
 HV9578.No superseded survey control is available for this station.
 HV9578
 HV9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ052058(NAD 83)
 HV9578_MARKER: DZ = AZIMUTH MARK DISK
 HV9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9578_SP_SET: CONCRETE POST
 HV9578_STAMPING: CEDAR AZ 1969 1976
 HV9578_MARK LOGO: NGS   
 HV9578_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9578+STABILITY: SURFACE MOTION
 HV9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9578+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1991
 HV9578
 HV9578  HISTORY     - Date     Condition        Report By
 HV9578  HISTORY     - 1976     MONUMENTED       NGS
 HV9578  HISTORY     - 19911119 GOOD             VA-059
 HV9578
 HV9578                          STATION DESCRIPTION
 HV9578
 HV9578'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9578'THE STATION IS ABOUT 4 MILES (6.4 KM) NORTHEAST OF FAIRFAX, 1.75
 HV9578'MILES (2.82 KM) SOUTHEAST OF VIENNA AND 1.25 MILES (2.01 KM) WEST OF
 HV9578'I-495, AND ON OR NEAR THE RIGHT-OF-WAY OF I-66.  TO REACH FROM THE
 HV9578'INTERSECTION OF LEE HIGHWAY (RTE 29) AND CEDAR LANE (RTE 698) PROCEED
 HV9578'NORTH ON CEDAR LANE TO THE INTERSECTION WITH COTTAGE STREET.  THENCE
 HV9578'RIGHT, ONTO COTTAGE STREET TO OCCIDENTIAL DRIVE.  THENCE RIGHT ONTO
 HV9578'OCCIDENTIAL TO ANTIOCH CIRCLE AND THE STATION IN BACK OF HOUSE NUMBER
 HV9578'8609.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9383 ***********************************************************************
 AA9383  DESIGNATION -  CEDAR BLUFF
 AA9383  PID         -  AA9383
 AA9383  STATE/COUNTY-  VA/PATRICK
 AA9383  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9383
 AA9383                         *CURRENT SURVEY CONTROL
 AA9383  ___________________________________________________________________
 AA9383* NAD 83(1993)-  36 40 28.73410(N)    080 27 05.79253(W)     ADJUSTED  
 AA9383* NAVD 88     -       844.8    (meters)    2772.     (feet)  GPS OBS   
 AA9383  ___________________________________________________________________
 AA9383  X           -     849,688.580 (meters)                     COMP
 AA9383  Y           -  -5,051,326.944 (meters)                     COMP
 AA9383  Z           -   3,788,981.664 (meters)                     COMP
 AA9383  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AA9383  ELLIP HEIGHT-         812.68  (meters)          (05/17/02) GPS OBS
 AA9383  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AA9383
 AA9383  HORZ ORDER  -  FIRST
 AA9383  ELLP ORDER  -  FOURTH    CLASS II
 AA9383
 AA9383.The horizontal coordinates were established by GPS observations
 AA9383.and adjusted by the National Geodetic Survey in December 1995..
 AA9383
 AA9383.The orthometric height was determined by GPS observations and a
 AA9383.high-resolution geoid model.
 AA9383
 AA9383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9383
 AA9383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9383
 AA9383.The ellipsoidal height was determined by GPS observations
 AA9383.and is referenced to NAD 83.
 AA9383
 AA9383.The geoid height was determined by GEOID03.
 AA9383
 AA9383;                    North         East     Units Scale Factor Converg.
 AA9383;SPC VA S     - 1,039,680.638 3,325,555.967   MT  1.00001798   -1 11 04.1
 AA9383;SPC VA S     - 3,411,018.89 10,910,594.87   sFT  1.00001798   -1 11 04.1
 AA9383;UTM  17      - 4,058,921.108   549,000.993   MT  0.99962958   +0 19 39.2
 AA9383
 AA9383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9383!SPC VA S     -   0.99987248  x   1.00001798  =   0.99989045
 AA9383!UTM  17      -   0.99987248  x   0.99962958  =   0.99950210
 AA9383
 AA9383                          SUPERSEDED SURVEY CONTROL
 AA9383
 AA9383  ELLIP H (12/05/95)  812.78   (m)                       GP(       ) 4 2
 AA9383
 AA9383.Superseded values are not recommended for survey control.
 AA9383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9383.See file dsdata.txt to determine how the superseded data were derived.
 AA9383
 AA9383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4900158921(NAD 83)
 AA9383_MARKER: DD = SURVEY DISK
 AA9383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9383_STAMPING: 1010 CEDAR BLUFF VA LS 1718 1995
 AA9383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9383+STABILITY: SURFACE MOTION
 AA9383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9383+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9383
 AA9383  HISTORY     - Date     Condition        Report By
 AA9383  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9383
 AA9383                          STATION DESCRIPTION
 AA9383
 AA9383'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9383'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 1.8 MILES
 AA9383'NORTHEAST OF THE TOWN OF BELL SPUR.  TO REACH THE STATION FROM THE
 AA9383'INTERSECTION OF STATE ROUTE 614 AND STATE ROUTE 724 PROCEED SOUTHEAST
 AA9383'ALONG STATE ROUTE 724 A DISTANCE OF 0.7 MILE TO AN INTERSECTION.  TURN
 AA9383'RIGHT AND PROCEED WEST ALONG ROUTE 724 A DISTANCE OF 0.1 MILE TO THE
 AA9383'STROUD PROPERTY. TURN LEFT AND PROCEED SOUTH ALONG DIRT AND FIELD ROAD
 AA9383'A DISTANCE OF 0.3 MILE TO A FIELD ROAD (ON TOP). BEAR LEFT AND PROCEED
 AA9383'SOUTHEAST ALONG FIELD ROAD A DISTANCE OF 0.1 MILE TO A LOG ROAD
 AA9383'INTERSECTION AND THE STATION, BELOW HILL TOP AT TOE OF SLOPE. OBTAIN
 AA9383'PERMISSION FROM MR. RAY STROUD, 304 WOODLAND BOULEVARD, WILKESBORO,
 AA9383'NORTH CAROLINA 28697, TELEPHONE NUMBER 910/838-8957.  THE STATION IS A
 AA9383'STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE
 AA9383'CONCRETE MONUMENT FLUSH WITH GROUND AND STAMPED 1010 CEDAR BLUFF VA LS
 AA9383'1718 1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9383'MAGNETIC NORTH)(1) 36.0 FEET AZIMUTH 40 DEGREES TO A NUMBER 5 REBAR
 AA9383'WITH A YELLOW GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND IN A ROCK PILE,
 AA9383'(2)34.1 FEET AZIMUTH 167 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9383'GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND IN A ROCK PILE, (3)38.0 FEET
 AA9383'AZIMUTH 300 DEGREES TO A NAIL IN THE SIDE OF A 10 INCH POPLAR TREE
 AA9383'MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE, AND (4) 3.5
 AA9383'FEET NORTHEAST FROM A WHITE CARSONITE WITNESS POST.  THE STATION IS
 AA9383'INTERVISIBLE WITH STATIONS 1360 QUESENBERRY AND 1410 TUNNEL, IN
 AA9383'WINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3504 ***********************************************************************
 FX3504  DESIGNATION -  CEDAR FLAG
 FX3504  PID         -  FX3504
 FX3504  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3504  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3504
 FX3504                         *CURRENT SURVEY CONTROL
 FX3504  ___________________________________________________________________
 FX3504* NAD 83(1993)-  36 55 10.64702(N)    076 29 08.20582(W)     ADJUSTED  
 FX3504* NAVD 88     -                                                        
 FX3504  ___________________________________________________________________
 FX3504  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 FX3504  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FX3504
 FX3504  HORZ ORDER  -  THIRD
 FX3504
 FX3504.The horizontal coordinates were established by classical geodetic methods
 FX3504.and adjusted by the National Geodetic Survey in September 1995..
 FX3504
 FX3504
 FX3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3504
 FX3504.The geoid height was determined by GEOID03.
 FX3504
 FX3504;                    North         East     Units Scale Factor Converg.
 FX3504;SPC VA S     - 1,066,978.102 3,679,474.562   MT  0.99997576   +1 13 21.3
 FX3504;SPC VA S     - 3,500,577.32 12,071,742.79   sFT  0.99997576   +1 13 21.3
 FX3504;UTM  18      - 4,086,986.729   367,672.852   MT  0.99981572   -0 53 33.1
 FX3504
 FX3504                          SUPERSEDED SURVEY CONTROL
 FX3504
 FX3504  NAD 83(1986)-  36 55 10.65238(N)    076 29 08.24023(W) AD(       ) 4
 FX3504  NAD 27      -  36 55 10.10200(N)    076 29 09.42600(W) AD(       ) 3
 FX3504
 FX3504.Superseded values are not recommended for survey control.
 FX3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3504.See file dsdata.txt to determine how the superseded data were derived.
 FX3504
 FX3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6767386987(NAD 83)
 FX3504_MARKER: Z = SEE DESCRIPTION
 FX3504_SETTING: 0 = UNSPECIFIED SETTING
 FX3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3504
 FX3504  HISTORY     - Date     Condition        Report By
 FX3504  HISTORY     - 1942     MONUMENTED       CGS
 FX3504
 FX3504                          STATION DESCRIPTION
 FX3504
 FX3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3504'AN OLD CEDAR STUMP WAS FOUND WITH AN OLD SIGNAL FLAG ON IT.
 FX3504'HOWEVER, IT IS THOUGHT TO BE A HYDROGRAPHIC SIGNAL, NOT THE
 FX3504'STATION.  IT IS THEREFORE PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6923 ***********************************************************************
 HV6923  DESIGNATION -  CEDAR ISLAND 1932
 HV6923  PID         -  HV6923
 HV6923  STATE/COUNTY-  VA/WESTMORELAND
 HV6923  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6923
 HV6923                         *CURRENT SURVEY CONTROL
 HV6923  ___________________________________________________________________
 HV6923* NAD 83(1993)-  38 08 02.24028(N)    076 43 24.74272(W)     ADJUSTED  
 HV6923* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6923  ___________________________________________________________________
 HV6923  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 HV6923  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HV6923
 HV6923  HORZ ORDER  -  THIRD
 HV6923
 HV6923.The horizontal coordinates were established by classical geodetic methods
 HV6923.and adjusted by the National Geodetic Survey in November 1994..
 HV6923
 HV6923.The orthometric height was scaled from a topographic map.
 HV6923
 HV6923.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6923
 HV6923.The geoid height was determined by GEOID03.
 HV6923
 HV6923;                    North         East     Units Scale Factor Converg.
 HV6923;SPC VA N     - 2,053,374.887 3,655,734.388   MT  0.99998377   +1 06 31.4
 HV6923;SPC VA N     - 6,736,780.78 11,993,855.24   sFT  0.99998377   +1 06 31.4
 HV6923;SPC VA S     - 1,201,299.972 3,655,742.866   MT  1.00003481   +1 04 41.4
 HV6923;SPC VA S     - 3,941,264.99 11,993,883.05   sFT  1.00003481   +1 04 41.4
 HV6923;UTM  18      - 4,222,081.006   348,948.031   MT  0.99988101   -1 03 52.2
 HV6923
 HV6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6923!SPC VA N     -   1.00000535  x   0.99998377  =   0.99998912
 HV6923!SPC VA S     -   1.00000535  x   1.00003481  =   1.00004016
 HV6923!UTM  18      -   1.00000535  x   0.99988101  =   0.99988636
 HV6923
 HV6923|---------------------------------------------------------------------|
 HV6923| PID    Reference Object                     Distance      Geod. Az  |
 HV6923|                                                           dddmmss.s |
 HV6923| HV6936 STONE BASE 1932                     386.605 METERS 03113     |
 HV6923| HV6942 WHITE OAK 1932                      APPROX. 0.9 KM 1405006.9 |
 HV6923|---------------------------------------------------------------------|
 HV6923
 HV6923                          SUPERSEDED SURVEY CONTROL
 HV6923
 HV6923  NAD 83(1993)-  38 08 02.23862(N)    076 43 24.74744(W) AD(       ) 3
 HV6923  NAD 83(1986)-  38 08 02.24029(N)    076 43 24.75919(W) AD(       ) 3
 HV6923  NAD 27      -  38 08 01.76200(N)    076 43 25.85800(W) AD(       ) 3
 HV6923
 HV6923.Superseded values are not recommended for survey control.
 HV6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6923.See file dsdata.txt to determine how the superseded data were derived.
 HV6923
 HV6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4894822081(NAD 83)
 HV6923_MARKER: Z = SEE DESCRIPTION
 HV6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6923+STABILITY: SURFACE MOTION
 HV6923
 HV6923  HISTORY     - Date     Condition        Report By
 HV6923  HISTORY     - 1932     MONUMENTED       VACF
 HV6923  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6923  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 HV6923  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6923
 HV6923                          STATION DESCRIPTION
 HV6923
 HV6923'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6923'STATION IS ON A LOW SAND RIDGE ON THE EASTERN END OF CEDAR ISLAND
 HV6923'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6923'SURROUNDED NEAR THE SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.
 HV6923
 HV6923                          STATION RECOVERY (1942)
 HV6923
 HV6923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6923'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR ONE HOUR,
 HV6923'BUT NO TRACE OF IT COULD BE FOUND.  CHAS. CHRISTIAN, A WATCHMAN,
 HV6923'AT A PRIVATE SUMMER HOUSE THERE, STATED THE STATION HAD WASHED
 HV6923'AWAY ABOUT TWO YEARS AGO.
 HV6923'
 HV6923'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 HV6923
 HV6923                          STATION RECOVERY (1998)
 HV6923
 HV6923'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6923'MARK NOT FOUND.
 HV6923
 HV6923                          STATION RECOVERY (2003)
 HV6923
 HV6923'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1146 ***********************************************************************
 FW1146  DESIGNATION -  CEDAR ISLAND 2 1909
 FW1146  PID         -  FW1146
 FW1146  STATE/COUNTY-  VA/ACCOMACK
 FW1146  USGS QUAD   -  METOMKIN INLET (1992)
 FW1146
 FW1146                         *CURRENT SURVEY CONTROL
 FW1146  ___________________________________________________________________
 FW1146* NAD 83(1993)-  37 38 49.63535(N)    075 35 37.83408(W)     ADJUSTED  
 FW1146* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1146  ___________________________________________________________________
 FW1146  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FW1146  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 FW1146
 FW1146  HORZ ORDER  -  THIRD
 FW1146
 FW1146.The horizontal coordinates were established by classical geodetic methods
 FW1146.and adjusted by the National Geodetic Survey in November 1994..
 FW1146
 FW1146.The orthometric height was scaled from a topographic map.
 FW1146
 FW1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1146
 FW1146.The geoid height was determined by GEOID03.
 FW1146
 FW1146;                    North         East     Units Scale Factor Converg.
 FW1146;SPC VA S     - 1,149,746.386 3,756,421.743   MT  0.99995728   +1 45 49.7
 FW1146;SPC VA S     - 3,772,126.27 12,324,193.67   sFT  0.99995728   +1 45 49.7
 FW1146;UTM  18      - 4,166,829.354   447,613.108   MT  0.99963380   -0 21 45.8
 FW1146
 FW1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1146!SPC VA S     -   1.00000549  x   0.99995728  =   0.99996277
 FW1146!UTM  18      -   1.00000549  x   0.99963380  =   0.99963929
 FW1146
 FW1146:                Primary Azimuth Mark                     Grid Az
 FW1146:SPC VA S     -  METOMKIN COAST GUARD                     013 12 16.9
 FW1146:UTM  18      -  METOMKIN COAST GUARD                     015 19 52.4
 FW1146
 FW1146|---------------------------------------------------------------------|
 FW1146| PID    Reference Object                     Distance      Geod. Az  |
 FW1146|                                                           dddmmss.s |
 FW1146| FW1154 METOMKIN COAST GUARD                APPROX. 3.8 KM 0145806.6 |
 FW1146| FW1179 WACHAPREAGUE 1909                   APPROX. 5.8 KM 1944341.3 |
 FW1146| FW1185 ACCOMAC CLUB WINDMILL               APPROX. 7.3 KM 2062445.7 |
 FW1146|---------------------------------------------------------------------|
 FW1146
 FW1146                          SUPERSEDED SURVEY CONTROL
 FW1146
 FW1146  NAD 83(1993)-  37 38 49.63245(N)    075 35 37.85759(W) AD(       ) 3
 FW1146  NAD 83(1986)-  37 38 49.63385(N)    075 35 37.87185(W) AD(       ) 3
 FW1146  NAD 27      -  37 38 49.16030(N)    075 35 39.11936(W) AD(       ) 3
 FW1146
 FW1146.Superseded values are not recommended for survey control.
 FW1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1146.See file dsdata.txt to determine how the superseded data were derived.
 FW1146
 FW1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4761366829(NAD 83)
 FW1146_MARKER: B = BOLT
 FW1146_SETTING: 0 = UNSPECIFIED SETTING
 FW1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1146
 FW1146  HISTORY     - Date     Condition        Report By
 FW1146  HISTORY     - 1909     MONUMENTED       CGS
 FW1146  HISTORY     - 1933     SEE DESCRIPTION  CGS
 FW1146
 FW1146                          STATION DESCRIPTION
 FW1146
 FW1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW1146'THIS STATION IS ON A PROMINENT SAND HILL ON CEDAR ISLAND
 FW1146'ABOUT HALFWAY DOWN THE ISLAND FROM METOMKIN INLET.  THE
 FW1146'LINE TO JOYNES 2 PASSES THROUGH THE MIDDLE OF THE HUMMOCK
 FW1146'KNOWN AS SNEADS BEACH AND WILL LONG BE A GUIDE TO FINDING
 FW1146'THE CEDAR ISLAND STATION.
 FW1146'
 FW1146'STATION IS MARKED WITH COPPER TRIANGULATION BOLT IN CEMENT
 FW1146'3 FEET BELOW SURFACE AND OVER THIS A BLOCK OF CONCRETE WITH
 FW1146'COPPER TRIANGULATION BOLT AT SURFACE HELD IN CEMENT BY A
 FW1146'WIRE.
 FW1146'
 FW1146'THE STATION IS BEST REACHED BY TAKING WHAT IS LOCALLY CALLED
 FW1146'STRAIGHT CREEK OUT FROM CROSS BROAD WATER BAY (LOCALLY KNOWN
 FW1146'AS CEDAR ISLAND BAY).  A 30-FOOT POLE WAS PUT UP TO BE SEEN
 FW1146'FROM THE STATION SAND BURR.
 FW1146
 FW1146                          STATION RECOVERY (1933)
 FW1146
 FW1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1146'TRIANGULATION STATION MARK FOUND DISLODGED BY SHIFTING SAND.
 FW1146'A THOROUGH SEARCH WAS MADE FOR UNDERGROUND MARK BUT IT COULD
 FW1146'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1147 ***********************************************************************
 FW1147  DESIGNATION -  CEDAR ISLAND 3
 FW1147  PID         -  FW1147
 FW1147  STATE/COUNTY-  VA/ACCOMACK
 FW1147  USGS QUAD   -  METOMKIN INLET (1992)
 FW1147
 FW1147                         *CURRENT SURVEY CONTROL
 FW1147  ___________________________________________________________________
 FW1147* NAD 83(1993)-  37 38 49.23209(N)    075 35 38.68995(W)     ADJUSTED  
 FW1147* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1147  ___________________________________________________________________
 FW1147  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FW1147  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 FW1147
 FW1147  HORZ ORDER  -  THIRD
 FW1147
 FW1147.The horizontal coordinates were established by classical geodetic methods
 FW1147.and adjusted by the National Geodetic Survey in November 1994..
 FW1147
 FW1147.The orthometric height was scaled from a topographic map.
 FW1147
 FW1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1147
 FW1147.The geoid height was determined by GEOID03.
 FW1147
 FW1147;                    North         East     Units Scale Factor Converg.
 FW1147;SPC VA S     - 1,149,733.314 3,756,401.156   MT  0.99995727   +1 45 49.2
 FW1147;SPC VA S     - 3,772,083.38 12,324,126.13   sFT  0.99995727   +1 45 49.2
 FW1147;UTM  18      - 4,166,817.059   447,592.056   MT  0.99963383   -0 21 46.3
 FW1147
 FW1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1147!SPC VA S     -   1.00000549  x   0.99995727  =   0.99996276
 FW1147!UTM  18      -   1.00000549  x   0.99963383  =   0.99963932
 FW1147
 FW1147|---------------------------------------------------------------------|
 FW1147| PID    Reference Object                     Distance      Geod. Az  |
 FW1147|                                                           dddmmss.s |
 FW1147| DC7896 CEDAR ISLAND 3 RM 2                  28.028 METERS 09936     |
 FW1147| FW1177 WACHAPREAGUE COAST GUARD            APPROX. 6.7 KM 1942432.0 |
 FW1147| FW1186 ACCOMAC FISHING CLUB SW CHIM        APPROX. 7.2 KM 2063346.4 |
 FW1147| FW1215 CUSTIS 3 RESET                      APPROX. 4.4 KM 2825549.7 |
 FW1147| DC7895 CEDAR ISLAND 3 RM 1                  27.373 METERS 32459     |
 FW1147|---------------------------------------------------------------------|
 FW1147
 FW1147                          SUPERSEDED SURVEY CONTROL
 FW1147
 FW1147  NAD 83(1993)-  37 38 49.22925(N)    075 35 38.71334(W) AD(       ) 3
 FW1147  NAD 83(1986)-  37 38 49.23066(N)    075 35 38.72764(W) AD(       ) 3
 FW1147  NAD 27      -  37 38 48.75802(N)    075 35 39.97513(W) AD(       ) 3
 FW1147
 FW1147.Superseded values are not recommended for survey control.
 FW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1147.See file dsdata.txt to determine how the superseded data were derived.
 FW1147
 FW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4759266817(NAD 83)
 FW1147_MARKER: DS = TRIANGULATION STATION DISK
 FW1147_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1147_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1147
 FW1147  HISTORY     - Date     Condition        Report By
 FW1147  HISTORY     - 1933     MONUMENTED       CGS
 FW1147  HISTORY     - 1934     GOOD             CGS
 FW1147  HISTORY     - 1942     GOOD             CGS
 FW1147  HISTORY     - 1961     GOOD             CGS
 FW1147  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1147
 FW1147                          STATION DESCRIPTION
 FW1147
 FW1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1147'STATION IS ON A LOW SAND AND GRASS HILL ON CEDAR ISLAND
 FW1147'ABOUT HALFWAY DOWN THE ISLAND FROM METOMKIN INLET.  THE
 FW1147'LINE TO JOYNES 2 PASSES THROUGH THE MIDDLE OF THE HUMMOCK
 FW1147'KNOWN AS SNEADS BEACH.
 FW1147'
 FW1147'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW1147'BRONZE DISKS SET IN CONCRETE IN TOP OF A TILE AS DESCRIBED
 FW1147'IN NOTES 6A AND 13A.
 FW1147'
 FW1147'STATION IS ABOUT 1 METER SE OF SNEADS BEACH AND 23 METERS
 FW1147'W OF PRESENT COAST GUARD TELEPHONE LINE.
 FW1147'
 FW1147'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 FW1147
 FW1147                          STATION RECOVERY (1934)
 FW1147
 FW1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1147'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AFTER
 FW1147'AN EXTENSIVE SEARCH.  THE MARKS WERE ALMOST COVERED BY THE
 FW1147'SHIFTING SAND.
 FW1147'
 FW1147'THE STATION IS LOCATED ON CEDAR ISLAND ABOUT 1-1/2 MILES
 FW1147'S FROM THE NORTHERN EXTREMITY OF THE ISLAND ON A LOW SAND
 FW1147'AND GRASS HILL WHICH EXTENDS WESTWARD INTO THE MARSH TO
 FW1147'TERMINATE IN A POINT NEAR THE E BANK OF GREAT CHANNEL.  IT
 FW1147'IS ABOUT 200 METERS BACK FROM THE HIGH-WATER LINE ON THE
 FW1147'OCEAN, AND 23 METERS W OF THE COAST GUARD TELEPHONE LINE.
 FW1147'A DETACHED HUMMOCK OF HARD GROUND, COVERED WITH SMALL PINES
 FW1147'AND BRUSH, LIES IN THE MARSH TO THE NW OF THE STATION AND
 FW1147'NEAR THE HEAD OF GREAT CHANNEL.  THIS HUMMOCK IS KNOWN AS
 FW1147'SNEADS BEACH AND A LINE FROM CEDAR ISLAND 3 TO JOYNES 2
 FW1147'PASSES THROUGH ITS CENTER.
 FW1147
 FW1147                          STATION RECOVERY (1942)
 FW1147
 FW1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1147'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 FW1147'THE DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW1147'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW1147'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW1147'
 FW1147'(1) SHOULD READ 1 MILE SE OF SNEADS BEACH, AND NOT 1 METER.
 FW1147'
 FW1147'(2) R.M. NO. 1 IS 27.409 METERS NNW OF STATION, NOT 27.373
 FW1147'METERS.
 FW1147'
 FW1147'(3) R.M. NO. 2 IS 28.070 METERS ESE OF STATION, NOT 28.028
 FW1147'METERS.
 FW1147'
 FW1147'THE STATION IS LOCATED ON CEDAR ISLAND, ABOUT 1-1/2 MILES
 FW1147'S OF THE EXTREME NORTHERN TIP OF THE ISLAND, ON A LOW SAND
 FW1147'DUNE WHICH EXTENDS WESTWARD INTO THE MARSH, TERMINATING
 FW1147'AT A POINT NEAR THE EASTERN BANK OF GREAT CHANNEL, 266.6
 FW1147'METERS NW OF MEAN HIGH WATER 23.05 METERS NW OF TELEPHONE
 FW1147'POLE NO. 3073, 17.8 METERS NNE OF A RIGHT ANGLE CORNER IN
 FW1147'THE DENSE BRUSH TO THE S OF THE STATION, 38.3 METERS SE OF
 FW1147'THE INSIDE OF A CLEARING IN THE BRUSH TO THE N OF THE LOW
 FW1147'SAND DUNE, AND ABOUT 200 METERS SW OF A HUNTING LODGE.  THE
 FW1147'STATION IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED
 FW1147'CEDAR 3, 1933, SET IN THE TOP OF A 6-INCH TILE PIPE FILLED
 FW1147'WITH CONCRETE, WHICH IS FLUSH WITH THE GROUND.  THE
 FW1147'STATION IS IN GOOD CONDITION.
 FW1147'
 FW1147'REFERENCE MARK NO. 1 IS LOCATED 27.409 METERS NNW OF THE
 FW1147'STATION.  THE MARK IS A BRONZE DISK REFERENCE MARK, STAMPED
 FW1147'1, 1933, SET IN THE TOP OF A 6-INCH TILE PIPE FILLED WITH
 FW1147'CONCRETE, PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK
 FW1147'IS IN GOOD CONDITION.
 FW1147'
 FW1147'REFERENCE MARK NO. 2 IS LOCATED 28.070 METERS ESE OF THE
 FW1147'STATION, COMPLETELY SURROUNDED BY DENSE UNDERBRUSH, AND
 FW1147'51.086 METERS SE OF REFERENCE MARK NO. 1.  THE MARK IS A
 FW1147'BRONZE DISK REFERENCE MARK, STAMPED 2 1933, SET IN THE TOP
 FW1147'OF A 6-INCH TILE PIPE FILLED WITH CONCRETE, PROJECTING 2
 FW1147'INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1147
 FW1147                          STATION RECOVERY (1961)
 FW1147
 FW1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1147'STATION RECOVERED IN GOOD CONDITION.  THE 1942 RECOVERY
 FW1147'NOTE BY W.D.P. IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 FW1147'
 FW1147'(1) THE TELEPHONE LINE HAS BEEN REMOVED BUT SOME OF THE
 FW1147'POLES ARE STILL IN PLACE.  THE REFERENCE DISTANCE SHOULD
 FW1147'READ 23.05 METERS NW OF POLE NO. 314 INSTEAD OF POLE NO. 3073.
 FW1147
 FW1147                          STATION RECOVERY (1962)
 FW1147
 FW1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1147'THIS STATION WAS SEARCHED FOR EXTENSIVELY FOR 1/2 DAY WITHOUT
 FW1147'SUCCESS.  I BELIEVE THE STATION TO BE INTACT BUT COVERED
 FW1147'BY SAND AND DEBRIS FROM THE MARCH 6, 1962 STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1619 ***********************************************************************
 FW1619  DESIGNATION -  CEDAR ISLAND WATER TANK
 FW1619  PID         -  FW1619
 FW1619  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1619  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1619
 FW1619                         *CURRENT SURVEY CONTROL
 FW1619  ___________________________________________________________________
 FW1619* NAD 83(1993)-  36 35 53.76123(N)    075 55 19.28675(W)     ADJUSTED  
 FW1619* NAVD 88     -                                                        
 FW1619  ___________________________________________________________________
 FW1619  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FW1619  GEOID HEIGHT-         -38.22  (meters)                     GEOID03
 FW1619
 FW1619  HORZ ORDER  -  THIRD
 FW1619
 FW1619.The horizontal coordinates were established by classical geodetic methods
 FW1619.and adjusted by the National Geodetic Survey in September 1995..
 FW1619
 FW1619
 FW1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1619
 FW1619.The geoid height was determined by GEOID03.
 FW1619
 FW1619;                    North         East     Units Scale Factor Converg.
 FW1619;SPC VA S     - 1,032,550.613 3,730,650.879   MT  1.00003483   +1 33 52.7
 FW1619;SPC VA S     - 3,387,626.47 12,239,643.76   sFT  1.00003483   +1 33 52.7
 FW1619;SPC NC       -   320,260.075   885,008.546   MT  1.00014910   +1 46 35.5
 FW1619;SPC NC       - 1,050,719.93  2,903,565.54   sFT  1.00014910   +1 46 35.5
 FW1619;UTM  18      - 4,050,703.966   417,531.309   MT  0.99968379   -0 32 59.1
 FW1619
 FW1619                          SUPERSEDED SURVEY CONTROL
 FW1619
 FW1619  NAD 83(1986)-  36 35 53.77445(N)    075 55 19.31621(W) AD(       ) 4
 FW1619  NAD 27      -  36 35 53.22400(N)    075 55 20.58200(W) AD(       ) 3
 FW1619
 FW1619.Superseded values are not recommended for survey control.
 FW1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1619.See file dsdata.txt to determine how the superseded data were derived.
 FW1619
 FW1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1753150704(NAD 83)
 FW1619_MARKER: 51 = TANK
 FW1619
 FW1619  HISTORY     - Date     Condition        Report By
 FW1619  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1619
 FW1619                          STATION DESCRIPTION
 FW1619
 FW1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1619'THE FINIAL ON THE WOODEN WATER TOWER ON CEDAR ISLAND IN
 FW1619'BACK BAY, WEST BY SOUTH OF FALSE CAPE COAST GUARD STATION.
 FW1619'THIS IS THE ONLY WATER TOWER ON THE ISLAND.  THE ISLAND
 FW1619'BELONGS TO MR. BARBOUR WHO OWNS THE BARBOUR GUN CLUB ON
 FW1619'THE EAST SIDE OF THE BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3804 ***********************************************************************
 GV3804  DESIGNATION -  CEDAR POINT VFC 1931
 GV3804  PID         -  GV3804
 GV3804  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3804  USGS QUAD   -  LANCASTER (1968)
 GV3804
 GV3804                         *CURRENT SURVEY CONTROL
 GV3804  ___________________________________________________________________
 GV3804* NAD 83(1993)-  37 52 12.55924(N)    076 24 12.29173(W)     ADJUSTED  
 GV3804* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3804  ___________________________________________________________________
 GV3804  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 GV3804  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 GV3804
 GV3804  HORZ ORDER  -  THIRD
 GV3804
 GV3804.The horizontal coordinates were established by classical geodetic methods
 GV3804.and adjusted by the National Geodetic Survey in November 1994..
 GV3804
 GV3804.The orthometric height was scaled from a topographic map.
 GV3804
 GV3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3804
 GV3804.The geoid height was determined by GEOID03.
 GV3804
 GV3804;                    North         East     Units Scale Factor Converg.
 GV3804;SPC VA S     - 1,172,601.767 3,684,454.338   MT  0.99998381   +1 16 20.9
 GV3804;SPC VA S     - 3,847,110.96 12,088,080.61   sFT  0.99998381   +1 16 20.9
 GV3804;UTM  18      - 4,192,336.764   376,563.962   MT  0.99978766   -0 51 41.9
 GV3804
 GV3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3804!SPC VA S     -   1.00000541  x   0.99998381  =   0.99998922
 GV3804!UTM  18      -   1.00000541  x   0.99978766  =   0.99979307
 GV3804
 GV3804:                Primary Azimuth Mark                     Grid Az
 GV3804:SPC VA S     -  ISLAND POINT VFC 1931                    104 08 41.6
 GV3804:UTM  18      -  ISLAND POINT VFC 1931                    106 16 44.4
 GV3804
 GV3804|---------------------------------------------------------------------|
 GV3804| PID    Reference Object                     Distance      Geod. Az  |
 GV3804|                                                           dddmmss.s |
 GV3804| GV3809 ISLAND POINT VFC 1931               APPROX. 0.7 KM 1052502.5 |
 GV3804| GV3814 RICHARDSON VFC 1931                 356.438 METERS 19952     |
 GV3804|---------------------------------------------------------------------|
 GV3804
 GV3804                          SUPERSEDED SURVEY CONTROL
 GV3804
 GV3804  NAD 83(1993)-  37 52 12.56717(N)    076 24 12.30401(W) AD(       ) 3
 GV3804  NAD 83(1986)-  37 52 12.56486(N)    076 24 12.31324(W) AD(       ) 3
 GV3804  NAD 27      -  37 52 12.11600(N)    076 24 13.51400(W) AD(       ) 3
 GV3804
 GV3804.Superseded values are not recommended for survey control.
 GV3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3804.See file dsdata.txt to determine how the superseded data were derived.
 GV3804
 GV3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7656492337(NAD 83)
 GV3804_MARKER: I = METAL ROD
 GV3804_SETTING: 0 = UNSPECIFIED SETTING
 GV3804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3804
 GV3804  HISTORY     - Date     Condition        Report By
 GV3804  HISTORY     - 1931     MONUMENTED       VACF
 GV3804  HISTORY     - 1943     GOOD             CGS
 GV3804  HISTORY     - 1952     GOOD             CGS
 GV3804  HISTORY     - 1955     GOOD             CGS
 GV3804  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 GV3804  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3804
 GV3804                          STATION DESCRIPTION
 GV3804
 GV3804'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3804'ON GREAT WICOMICO RIVER, ON A NARROW STEEP BLUFF ON CEDAR
 GV3804'POINT, EASILY LOCATED.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3804'GALVANIZED IRON PIPE SURROUNDED BELOW THE SURFACE BY A BLOCK
 GV3804'OF CONCRETE.
 GV3804
 GV3804                          STATION RECOVERY (1943)
 GV3804
 GV3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3804'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3804'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT
 GV3804'THAT THE STATION IS 104.0 FEET S OF THE BLAZED CEDAR TREE.
 GV3804
 GV3804                          STATION RECOVERY (1952)
 GV3804
 GV3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3804'STATION PIPE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GV3804'CONDITION.
 GV3804'
 GV3804'ROAD ACCESS CAN BE MADE BY TRAVELING E ON U.S. HIGHWAY 360
 GV3804'FOR 0.9 MI. FROM HORSE HEAD, TURNING RIGHT AND FOLLOWING A DIRT
 GV3804'ROAD FOR 1.3 MI. TO ITS END ABOUT 75 YD. FROM THE STATION
 GV3804'ON THE RIGHT.  PIPE IS CENTERED ON THE POINT, 12 M. FROM THE
 GV3804'EXTREMITY OF THE BLUFF, AND 32 M. S OF A 16-IN. CEDAR TREE WITH
 GV3804'A SMALL TRIANGLE AND NAIL.
 GV3804
 GV3804                          STATION RECOVERY (1955)
 GV3804
 GV3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3804'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3804'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3804'
 GV3804'STATION IS LOCATED MIDWAY OF THE POINT OF LAND, AND 10 M.
 GV3804'BACK FROM THE POINT OF A HIGH BLUFF.
 GV3804
 GV3804                          STATION RECOVERY (1994)
 GV3804
 GV3804'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3804'MARK NOT FOUND.
 GV3804
 GV3804                          STATION RECOVERY (2002)
 GV3804
 GV3804'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0419 ***********************************************************************
 FW0419  DESIGNATION -  CEDAR RM 1
 FW0419  PID         -  FW0419
 FW0419  STATE/COUNTY-  VA/ACCOMACK
 FW0419  USGS QUAD   -  METOMKIN INLET (1992)
 FW0419
 FW0419                         *CURRENT SURVEY CONTROL
 FW0419  ___________________________________________________________________
 FW0419* NAD 83(1986)-  37 40 09.     (N)    075 35 04.     (W)     SCALED    
 FW0419* NAVD 88     -         3.078  (meters)      10.10   (feet)  ADJUSTED  
 FW0419  ___________________________________________________________________
 FW0419  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 FW0419  DYNAMIC HT  -           3.076 (meters)      10.09  (feet)  COMP
 FW0419  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 FW0419
 FW0419  VERT ORDER  -  FIRST     CLASS II
 FW0419
 FW0419.The horizontal coordinates were scaled from a topographic map and have
 FW0419.an estimated accuracy of +/- 6 seconds.
 FW0419
 FW0419.The orthometric height was determined by differential leveling
 FW0419.and adjusted by the National Geodetic Survey in June 1991..
 FW0419
 FW0419.The geoid height was determined by GEOID03.
 FW0419
 FW0419.The dynamic height is computed by dividing the NAVD 88
 FW0419.geopotential number by the normal gravity value computed on the
 FW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0419.degrees latitude (g = 980.6199 gals.).
 FW0419
 FW0419.The modeled gravity was interpolated from observed gravity values.
 FW0419
 FW0419;                    North         East    Units  Estimated Accuracy
 FW0419;SPC VA S     - 1,152,220.    3,757,180.      MT  (+/- 180 meters Scaled)
 FW0419
 FW0419                          SUPERSEDED SURVEY CONTROL
 FW0419
 FW0419  NGVD 29 (??/??/??)    3.317  (m)           10.88   (f) ADJUSTED    1 2
 FW0419
 FW0419.Superseded values are not recommended for survey control.
 FW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0419.See file dsdata.txt to determine how the superseded data were derived.
 FW0419
 FW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG484692(NAD 83)
 FW0419_MARKER: DR = REFERENCE MARK DISK
 FW0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0419_STAMPING: CEDAR NO 1 1949
 FW0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0419+STABILITY: SURFACE MOTION
 FW0419
 FW0419  HISTORY     - Date     Condition        Report By
 FW0419  HISTORY     - 1949     MONUMENTED       CGS
 FW0419  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FW0419
 FW0419                          STATION DESCRIPTION
 FW0419
 FW0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0419'1.4 MI NE FROM CEDAR ISLAND.
 FW0419'77 FEET WEST OF
 FW0419'TRIANGULATION STATION CEDAR DESCRIBED ABOVE.  A STANDARD
 FW0419'REFERENCE-MARK DISK, STAMPED CEDAR NO 1 1949 AND SET IN THE TOP
 FW0419'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FW0419'NOTE--INACCESSIBLE TO LEVEL PARTY IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0789 ***********************************************************************
 GW0789  DESIGNATION -  CEDAR RM 1
 GW0789  PID         -  GW0789
 GW0789  STATE/COUNTY-  VA/NELSON
 GW0789  USGS QUAD   -  LOVINGSTON (1984)
 GW0789
 GW0789                         *CURRENT SURVEY CONTROL
 GW0789  ___________________________________________________________________
 GW0789* NAD 83(1986)-  37 50 34.     (N)    078 46 21.     (W)     SCALED    
 GW0789* NAVD 88     -       221.209  (meters)     725.75   (feet)  ADJUSTED  
 GW0789  ___________________________________________________________________
 GW0789  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0789  DYNAMIC HT  -         221.050 (meters)     725.23  (feet)  COMP
 GW0789  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 GW0789
 GW0789  VERT ORDER  -  SECOND    CLASS 0
 GW0789
 GW0789.The horizontal coordinates were scaled from a topographic map and have
 GW0789.an estimated accuracy of +/- 6 seconds.
 GW0789
 GW0789.The orthometric height was determined by differential leveling
 GW0789.and adjusted by the National Geodetic Survey in June 1991..
 GW0789
 GW0789.The geoid height was determined by GEOID03.
 GW0789
 GW0789.The dynamic height is computed by dividing the NAVD 88
 GW0789.geopotential number by the normal gravity value computed on the
 GW0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0789.degrees latitude (g = 980.6199 gals.).
 GW0789
 GW0789.The modeled gravity was interpolated from observed gravity values.
 GW0789
 GW0789;                    North         East    Units  Estimated Accuracy
 GW0789;SPC VA S     - 1,167,550.    3,476,020.      MT  (+/- 180 meters Scaled)
 GW0789
 GW0789                          SUPERSEDED SURVEY CONTROL
 GW0789
 GW0789  NGVD 29 (??/??/92)  221.396  (m)          726.36   (f) ADJ UNCH    2 0
 GW0789
 GW0789.Superseded values are not recommended for survey control.
 GW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0789.See file dsdata.txt to determine how the superseded data were derived.
 GW0789
 GW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB959907(NAD 83)
 GW0789_MARKER: DR = REFERENCE MARK DISK
 GW0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0789_STAMPING: CEDAR NO 1 1965
 GW0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0789+STABILITY: SURFACE MOTION
 GW0789
 GW0789  HISTORY     - Date     Condition        Report By
 GW0789  HISTORY     - 1965     MONUMENTED       CGS
 GW0789
 GW0789                          STATION DESCRIPTION
 GW0789
 GW0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0789'5 MI SW FROM COVESVILLE.
 GW0789'AT THE CEDAR STATION SITE-- 79.5 FEET WEST OF THE STATION, 28
 GW0789'FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD SCHOOL, 13 FEET
 GW0789'NORTH OF THE CENTER OF THE TRACK ROAD, 1 FOOT SOUTH OF A POWER
 GW0789'LINE POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES
 GW0789'AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0712 ***********************************************************************
 FZ0712  DESIGNATION -  CEDAR RM 1
 FZ0712  PID         -  FZ0712
 FZ0712  STATE/COUNTY-  VA/WYTHE
 FZ0712  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0712
 FZ0712                         *CURRENT SURVEY CONTROL
 FZ0712  ___________________________________________________________________
 FZ0712* NAD 83(1986)-  36 56 15.     (N)    081 00 24.     (W)     SCALED    
 FZ0712* NAVD 88     -       711.590  (meters)    2334.61   (feet)  ADJUSTED  
 FZ0712  ___________________________________________________________________
 FZ0712  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FZ0712  DYNAMIC HT  -         710.938 (meters)    2332.47  (feet)  COMP
 FZ0712  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FZ0712
 FZ0712  VERT ORDER  -  FIRST     CLASS II
 FZ0712
 FZ0712.The horizontal coordinates were scaled from a topographic map and have
 FZ0712.an estimated accuracy of +/- 6 seconds.
 FZ0712
 FZ0712.The orthometric height was determined by differential leveling
 FZ0712.and adjusted by the National Geodetic Survey in June 1991..
 FZ0712
 FZ0712.The geoid height was determined by GEOID03.
 FZ0712
 FZ0712.The dynamic height is computed by dividing the NAVD 88
 FZ0712.geopotential number by the normal gravity value computed on the
 FZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0712.degrees latitude (g = 980.6199 gals.).
 FZ0712
 FZ0712.The modeled gravity was interpolated from observed gravity values.
 FZ0712
 FZ0712;                    North         East    Units  Estimated Accuracy
 FZ0712;SPC VA S     - 1,070,010.    3,276,730.      MT  (+/- 180 meters Scaled)
 FZ0712
 FZ0712                          SUPERSEDED SURVEY CONTROL
 FZ0712
 FZ0712  NGVD 29 (??/??/92)  711.682  (m)         2334.91   (f) ADJ UNCH    1 2
 FZ0712
 FZ0712.Superseded values are not recommended for survey control.
 FZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0712.See file dsdata.txt to determine how the superseded data were derived.
 FZ0712
 FZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA994879(NAD 83)
 FZ0712_MARKER: DR = REFERENCE MARK DISK
 FZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0712_STAMPING: CEDAR NO 1 1958
 FZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0712+STABILITY: SURFACE MOTION
 FZ0712
 FZ0712  HISTORY     - Date     Condition        Report By
 FZ0712  HISTORY     - 1958     MONUMENTED       CGS
 FZ0712  HISTORY     - 1959     GOOD             NGS
 FZ0712
 FZ0712                          STATION DESCRIPTION
 FZ0712
 FZ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0712'5 MI SE FROM WYTHEVILLE.
 FZ0712'29.5 FEET EAST-NORTHEAST OF CEDAR DESCRIBED, 46.6 FEET NORTHEAST
 FZ0712'OF R M 2, AT THE NORTH EDGE OF RIDGE, 32 1/2 FEET EAST-NORTHEAST
 FZ0712'OF FENCE CORNER, ABOUT LEVEL WITH THE STATION, AND SET IN TOP OF
 FZ0712'A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0420 ***********************************************************************
 FW0420  DESIGNATION -  CEDAR RM 2
 FW0420  PID         -  FW0420
 FW0420  STATE/COUNTY-  VA/ACCOMACK
 FW0420  USGS QUAD   -  METOMKIN INLET (1992)
 FW0420
 FW0420                         *CURRENT SURVEY CONTROL
 FW0420  ___________________________________________________________________
 FW0420* NAD 83(1986)-  37 40 08.     (N)    075 35 00.     (W)     SCALED    
 FW0420* NAVD 88     -         1.680  (meters)       5.51   (feet)  ADJUSTED  
 FW0420  ___________________________________________________________________
 FW0420  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 FW0420  DYNAMIC HT  -           1.679 (meters)       5.51  (feet)  COMP
 FW0420  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 FW0420
 FW0420  VERT ORDER  -  FIRST     CLASS II
 FW0420
 FW0420.The horizontal coordinates were scaled from a topographic map and have
 FW0420.an estimated accuracy of +/- 6 seconds.
 FW0420
 FW0420.The orthometric height was determined by differential leveling
 FW0420.and adjusted by the National Geodetic Survey in June 1991..
 FW0420
 FW0420.The geoid height was determined by GEOID03.
 FW0420
 FW0420.The dynamic height is computed by dividing the NAVD 88
 FW0420.geopotential number by the normal gravity value computed on the
 FW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0420.degrees latitude (g = 980.6199 gals.).
 FW0420
 FW0420.The modeled gravity was interpolated from observed gravity values.
 FW0420
 FW0420;                    North         East    Units  Estimated Accuracy
 FW0420;SPC VA S     - 1,152,190.    3,757,270.      MT  (+/- 180 meters Scaled)
 FW0420
 FW0420                          SUPERSEDED SURVEY CONTROL
 FW0420
 FW0420  NGVD 29 (??/??/??)    1.919  (m)            6.30   (f) ADJUSTED    1 2
 FW0420
 FW0420.Superseded values are not recommended for survey control.
 FW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0420.See file dsdata.txt to determine how the superseded data were derived.
 FW0420
 FW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG485692(NAD 83)
 FW0420_MARKER: DR = REFERENCE MARK DISK
 FW0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0420_STAMPING: CEDAR NO 2 1949
 FW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0420+STABILITY: SURFACE MOTION
 FW0420
 FW0420  HISTORY     - Date     Condition        Report By
 FW0420  HISTORY     - 1949     MONUMENTED       CGS
 FW0420  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FW0420
 FW0420                          STATION DESCRIPTION
 FW0420
 FW0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0420'1.4 MI NE FROM CEDAR ISLAND.
 FW0420'82 FEET SOUTHEAST OF
 FW0420'TRIANGULATION STATION CEDAR DESCRIBED ABOVE.  A STANDARD
 FW0420'REFERENCE-MARK DISK, STAMPED CEDAR NO 2 1949 AND SET IN THE TOP
 FW0420'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FW0420'NOTE--INACCESSIBLE TO LEVEL PARTY IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0713 ***********************************************************************
 FZ0713  DESIGNATION -  CEDAR RM 2
 FZ0713  PID         -  FZ0713
 FZ0713  STATE/COUNTY-  VA/WYTHE
 FZ0713  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0713
 FZ0713                         *CURRENT SURVEY CONTROL
 FZ0713  ___________________________________________________________________
 FZ0713* NAD 83(1986)-  36 56 15.     (N)    081 00 24.     (W)     SCALED    
 FZ0713* NAVD 88     -       712.613  (meters)    2337.96   (feet)  ADJUSTED  
 FZ0713  ___________________________________________________________________
 FZ0713  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FZ0713  DYNAMIC HT  -         711.959 (meters)    2335.82  (feet)  COMP
 FZ0713  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 FZ0713
 FZ0713  VERT ORDER  -  FIRST     CLASS II
 FZ0713
 FZ0713.The horizontal coordinates were scaled from a topographic map and have
 FZ0713.an estimated accuracy of +/- 6 seconds.
 FZ0713
 FZ0713.The orthometric height was determined by differential leveling
 FZ0713.and adjusted by the National Geodetic Survey in June 1991..
 FZ0713
 FZ0713.The geoid height was determined by GEOID03.
 FZ0713
 FZ0713.The dynamic height is computed by dividing the NAVD 88
 FZ0713.geopotential number by the normal gravity value computed on the
 FZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0713.degrees latitude (g = 980.6199 gals.).
 FZ0713
 FZ0713.The modeled gravity was interpolated from observed gravity values.
 FZ0713
 FZ0713;                    North         East    Units  Estimated Accuracy
 FZ0713;SPC VA S     - 1,070,010.    3,276,730.      MT  (+/- 180 meters Scaled)
 FZ0713
 FZ0713                          SUPERSEDED SURVEY CONTROL
 FZ0713
 FZ0713  NGVD 29 (??/??/92)  712.705  (m)         2338.27   (f) ADJ UNCH    1 2
 FZ0713
 FZ0713.Superseded values are not recommended for survey control.
 FZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0713.See file dsdata.txt to determine how the superseded data were derived.
 FZ0713
 FZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA994879(NAD 83)
 FZ0713_MARKER: DR = REFERENCE MARK DISK
 FZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0713_STAMPING: CEDAR NO 2 1958
 FZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0713+STABILITY: SURFACE MOTION
 FZ0713
 FZ0713  HISTORY     - Date     Condition        Report By
 FZ0713  HISTORY     - 1958     MONUMENTED       CGS
 FZ0713  HISTORY     - 1959     GOOD             NGS
 FZ0713
 FZ0713                          STATION DESCRIPTION
 FZ0713
 FZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0713'5 MI SE FROM WYTHEVILLE.
 FZ0713'33.4 FEET SOUTH OF CEDAR DESCRIBED, 46.6 FEET SOUTHWEST OF R M
 FZ0713'1, 33 1/2 FEET SOUTH OF FENCE CORNER, ON TOP OF AND IN THE CENTER
 FZ0713'LINE OF RIDGE, ABOUT 2 FEET HIGHER THAN THE STATION MARK, AND
 FZ0713'SET IN TOP OF A CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 FZ0713'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4520 ***********************************************************************
 GV4520  DESIGNATION -  CEDAR TREE
 GV4520  PID         -  GV4520
 GV4520  STATE/COUNTY-  VA/GLOUCESTER
 GV4520  USGS QUAD   -  YORKTOWN (1994)
 GV4520
 GV4520                         *CURRENT SURVEY CONTROL
 GV4520  ___________________________________________________________________
 GV4520* NAD 83(1993)-  37 14 54.15526(N)    076 30 06.88430(W)     ADJUSTED  
 GV4520* NAVD 88     -                                                        
 GV4520  ___________________________________________________________________
 GV4520  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV4520  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV4520
 GV4520  HORZ ORDER  -  THIRD
 GV4520
 GV4520.The horizontal coordinates were established by classical geodetic methods
 GV4520.and adjusted by the National Geodetic Survey in September 1995..
 GV4520
 GV4520
 GV4520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4520
 GV4520.The geoid height was determined by GEOID03.
 GV4520
 GV4520;                    North         East     Units Scale Factor Converg.
 GV4520;SPC VA S     - 1,103,422.241 3,677,250.423   MT  0.99994755   +1 12 45.7
 GV4520;SPC VA S     - 3,620,144.47 12,064,445.76   sFT  0.99994755   +1 12 45.7
 GV4520;UTM  18      - 4,123,483.002   366,797.558   MT  0.99981856   -0 54 33.1
 GV4520
 GV4520                          SUPERSEDED SURVEY CONTROL
 GV4520
 GV4520  NAD 83(1993)-  37 14 54.15617(N)    076 30 06.91544(W) AD(       ) 4
 GV4520  NAD 83(1986)-  37 14 54.16500(N)    076 30 06.91544(W) AD(       ) 4
 GV4520  NAD 27      -  37 14 53.65000(N)    076 30 08.08200(W) AD(       ) 3
 GV4520
 GV4520.Superseded values are not recommended for survey control.
 GV4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4520.See file dsdata.txt to determine how the superseded data were derived.
 GV4520
 GV4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6679823483(NAD 83)
 GV4520_MARKER: 01 = LONE TREE
 GV4520
 GV4520  HISTORY     - Date     Condition        Report By
 GV4520  HISTORY     - 1906     FIRST OBSERVED   CGS
 GV4520  HISTORY     - 1911     GOOD             CGS
 GV4520  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 GV4520  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4520
 GV4520                          STATION DESCRIPTION
 GV4520
 GV4520'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WB)
 GV4520'THIS STATION IS ON THE N SIDE OF YORK RIVER AT GLOUCESTER
 GV4520'POINT.  STATION IS A CONICAL-SHAPED CEDAR TREE, VERY REGULAR
 GV4520'IN SHAPE STANDING ABOUT 10 METERS TO THE W OF THE MAIN ROAD
 GV4520'RUNNING FROM GLOUCESTER POINT, AND JUST ACROSS THE ROAD FROM
 GV4520'THE HOUSE OF J.S. TALIAFERRO.  TREE WAS MARKED BY A TRIANGLE
 GV4520'CUT INTO ITS BARK.
 GV4520
 GV4520                          STATION RECOVERY (1911)
 GV4520
 GV4520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4520'STATION STILL STANDING.
 GV4520
 GV4520                          STATION RECOVERY (1997)
 GV4520
 GV4520'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4520'MARK NOT FOUND.
 GV4520
 GV4520                          STATION RECOVERY (2002)
 GV4520
 GV4520'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3674 ***********************************************************************
 GV3674  DESIGNATION -  CEDAR VFC 1920
 GV3674  PID         -  GV3674
 GV3674  STATE/COUNTY-  VA/MATHEWS
 GV3674  USGS QUAD   -  WILTON (1992)
 GV3674
 GV3674                         *CURRENT SURVEY CONTROL
 GV3674  ___________________________________________________________________
 GV3674* NAD 83(1993)-  37 31 19.44046(N)    076 24 29.25402(W)     ADJUSTED  
 GV3674* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3674  ___________________________________________________________________
 GV3674  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 GV3674  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 GV3674
 GV3674  HORZ ORDER  -  THIRD
 GV3674
 GV3674.The horizontal coordinates were established by classical geodetic methods
 GV3674.and adjusted by the National Geodetic Survey in November 1994..
 GV3674
 GV3674.The orthometric height was scaled from a topographic map.
 GV3674
 GV3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3674
 GV3674.The geoid height was determined by GEOID03.
 GV3674
 GV3674;                    North         East     Units Scale Factor Converg.
 GV3674;SPC VA S     - 1,133,968.868 3,684,895.872   MT  0.99994903   +1 16 10.6
 GV3674;SPC VA S     - 3,720,362.86 12,089,529.21   sFT  0.99994903   +1 16 10.6
 GV3674;UTM  18      - 4,153,720.886   375,569.000   MT  0.99979071   -0 51 27.9
 GV3674
 GV3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3674!SPC VA S     -   1.00000532  x   0.99994903  =   0.99995435
 GV3674!UTM  18      -   1.00000532  x   0.99979071  =   0.99979603
 GV3674
 GV3674:                Primary Azimuth Mark                     Grid Az
 GV3674:SPC VA S     -  GLEBE VFC 1893                           267 02 06.3
 GV3674:UTM  18      -  GLEBE VFC 1893                           269 09 44.8
 GV3674
 GV3674|---------------------------------------------------------------------|
 GV3674| PID    Reference Object                     Distance      Geod. Az  |
 GV3674|                                                           dddmmss.s |
 GV3674| GV3678 GLEBE VFC 1893                      455.147 METERS 2681816.9 |
 GV3674|---------------------------------------------------------------------|
 GV3674
 GV3674                          SUPERSEDED SURVEY CONTROL
 GV3674
 GV3674  NAD 83(1993)-  37 31 19.44502(N)    076 24 29.27432(W) AD(       ) 3
 GV3674  NAD 83(1986)-  37 31 19.44430(N)    076 24 29.27255(W) AD(       ) 3
 GV3674  NAD 27      -  37 31 18.97200(N)    076 24 30.47600(W) AD(       ) 3
 GV3674
 GV3674.Superseded values are not recommended for survey control.
 GV3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3674.See file dsdata.txt to determine how the superseded data were derived.
 GV3674
 GV3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7556953721(NAD 83)
 GV3674_MARKER: I = METAL ROD
 GV3674_SETTING: 0 = UNSPECIFIED SETTING
 GV3674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3674
 GV3674  HISTORY     - Date     Condition        Report By
 GV3674  HISTORY     - 1920     MONUMENTED       VACF
 GV3674  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV3674  HISTORY     - 1953     GOOD             CGS
 GV3674  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV3674
 GV3674                          STATION DESCRIPTION
 GV3674
 GV3674'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV3674'IN THE VICINITY OF PIANKATANK RIVER, ON IRON POINT, WEST
 GV3674'OF A LARGE CEDAR TREE, AT THE FOOT OF A HIGH WOODED BLUFF.
 GV3674'DISTANCES FROM CENTER OF STATION TO NAIL IN NORTH SIDE OF
 GV3674'CEDAR IS 5.25 FEET.  TO NAIL IN SOUTH SIDE OF CEDAR IS 4.75
 GV3674'FEET.  MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON
 GV3674'PIPE, SURROUNDED NEAR SURFACE OF GROUND BY BLOCK OF CONCRETE.
 GV3674
 GV3674                          STATION RECOVERY (1944)
 GV3674
 GV3674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3674'THE STATION WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 GV3674'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT,
 GV3674'EXCEPT IT IS MARKED BY A U.S. COAST AND GEODETIC SURVEY
 GV3674'BRASS DISK.
 GV3674
 GV3674                          STATION RECOVERY (1953)
 GV3674
 GV3674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JHB)
 GV3674'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GV3674'DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT IT IS MARKED
 GV3674'BY A U.S. COAST AND GEODETIC SURVEY BRASS DISK.
 GV3674
 GV3674                          STATION RECOVERY (2002)
 GV3674
 GV3674'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4301 ***********************************************************************
 GV4301  DESIGNATION -  CEDAR VFC 1930
 GV4301  PID         -  GV4301
 GV4301  STATE/COUNTY-  VA/GLOUCESTER
 GV4301  USGS QUAD   -  ACHILLES (1983)
 GV4301
 GV4301                         *CURRENT SURVEY CONTROL
 GV4301  ___________________________________________________________________
 GV4301* NAD 83(1993)-  37 18 41.24939(N)    076 25 50.16462(W)     ADJUSTED  
 GV4301* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4301  ___________________________________________________________________
 GV4301  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GV4301  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV4301
 GV4301  HORZ ORDER  -  THIRD
 GV4301
 GV4301.The horizontal coordinates were established by classical geodetic methods
 GV4301.and adjusted by the National Geodetic Survey in September 1995..
 GV4301
 GV4301.The orthometric height was scaled from a topographic map.
 GV4301
 GV4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4301
 GV4301.The geoid height was determined by GEOID03.
 GV4301
 GV4301;                    North         East     Units Scale Factor Converg.
 GV4301;SPC VA S     - 1,110,557.457 3,683,421.983   MT  0.99994588   +1 15 21.5
 GV4301;SPC VA S     - 3,643,553.92 12,084,693.62   sFT  0.99994588   +1 15 21.5
 GV4301;UTM  18      - 4,130,383.788   373,228.264   MT  0.99979797   -0 52 02.2
 GV4301
 GV4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4301!SPC VA S     -   1.00000567  x   0.99994588  =   0.99995155
 GV4301!UTM  18      -   1.00000567  x   0.99979797  =   0.99980364
 GV4301
 GV4301:                Primary Azimuth Mark                     Grid Az
 GV4301:SPC VA S     -  NEDS VFC 1930                            231 11 32.8
 GV4301:UTM  18      -  NEDS VFC 1930                            233 18 56.5
 GV4301
 GV4301|---------------------------------------------------------------------|
 GV4301| PID    Reference Object                     Distance      Geod. Az  |
 GV4301|                                                           dddmmss.s |
 GV4301| GV4329 NEDS VFC 1930                       APPROX. 1.0 KM 2322654.3 |
 GV4301|---------------------------------------------------------------------|
 GV4301
 GV4301                          SUPERSEDED SURVEY CONTROL
 GV4301
 GV4301  NAD 83(1993)-  37 18 41.24967(N)    076 25 50.17047(W) AD(       ) 3
 GV4301  NAD 83(1986)-  37 18 41.25999(N)    076 25 50.19740(W) AD(       ) 3
 GV4301  NAD 27      -  37 18 40.76300(N)    076 25 51.37200(W) AD(       ) 3
 GV4301
 GV4301.Superseded values are not recommended for survey control.
 GV4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4301.See file dsdata.txt to determine how the superseded data were derived.
 GV4301
 GV4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7322830384(NAD 83)
 GV4301_MARKER: Z = SEE DESCRIPTION
 GV4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4301+STABILITY: SURFACE MOTION
 GV4301
 GV4301  HISTORY     - Date     Condition        Report By
 GV4301  HISTORY     - 1930     MONUMENTED       VACF
 GV4301  HISTORY     - 1944     GOOD             CGS
 GV4301  HISTORY     - 1952     GOOD             CGS
 GV4301  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4301
 GV4301                          STATION DESCRIPTION
 GV4301
 GV4301'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4301'STATION IS LOCATED ON THE LOW SHORE OF CEDAR NECK POINT,
 GV4301'SEVERN RIVER, WHICH IS BEING TRANSFORMED INTO MARSH, ABOUT
 GV4301'10 YARDS FROM EDGE OF WOODS, EASILY LOCATED, IF LEFT UNDISTURBED.
 GV4301'
 GV4301'STATION IS MARKED BY 1-INCH GALVANIZED-IRON PIPE EXTENDING
 GV4301'ABOUT 8 INCHES OUT OF CONCRETE BLOCK SET FLUSH WITH SURFACE
 GV4301'OF GROUND.
 GV4301
 GV4301                          STATION RECOVERY (1944)
 GV4301
 GV4301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4301'STATION RECOVERED IN GOOD CONDITION, AT HIGH-WATER LINE ON
 GV4301'A POINT, AND 16 METERS FROM TREE LINE.  THE ORIGINAL DESCRIPTION
 GV4301'IS CORRECT AND ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4301
 GV4301                          STATION RECOVERY (1952)
 GV4301
 GV4301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4301'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1930
 GV4301'DESCRIPTION USED WITH THE 1944 RECOVERY NOTE IS CONSIDERED
 GV4301'ADEQUATE FOR FUTURE RECOVERY.
 GV4301
 GV4301                          STATION RECOVERY (2002)
 GV4301
 GV4301'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4366 ***********************************************************************
 GV4366  DESIGNATION -  CEDAR VFC 1930
 GV4366  PID         -  GV4366
 GV4366  STATE/COUNTY-  VA/GLOUCESTER
 GV4366  USGS QUAD   -  WARE NECK (1980)
 GV4366
 GV4366                         *CURRENT SURVEY CONTROL
 GV4366  ___________________________________________________________________
 GV4366* NAD 83(1993)-  37 24 25.96116(N)    076 29 20.31058(W)     ADJUSTED  
 GV4366* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4366  ___________________________________________________________________
 GV4366  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GV4366  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 GV4366
 GV4366  HORZ ORDER  -  THIRD
 GV4366
 GV4366.The horizontal coordinates were established by classical geodetic methods
 GV4366.and adjusted by the National Geodetic Survey in September 1995..
 GV4366
 GV4366.The orthometric height was scaled from a topographic map.
 GV4366
 GV4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4366
 GV4366.The geoid height was determined by GEOID03.
 GV4366
 GV4366;                    North         East     Units Scale Factor Converg.
 GV4366;SPC VA S     - 1,121,069.767 3,678,022.431   MT  0.99994564   +1 13 13.9
 GV4366;SPC VA S     - 3,678,043.06 12,066,978.59   sFT  0.99994564   +1 13 13.9
 GV4366;UTM  18      - 4,141,087.517   368,222.768   MT  0.99981390   -0 54 16.7
 GV4366
 GV4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4366!SPC VA S     -   1.00000546  x   0.99994564  =   0.99995109
 GV4366!UTM  18      -   1.00000546  x   0.99981390  =   0.99981935
 GV4366
 GV4366:                Primary Azimuth Mark                     Grid Az
 GV4366:SPC VA S     -  LANDING VFC 1930                         189 41 22.0
 GV4366:UTM  18      -  LANDING VFC 1930                         191 48 52.6
 GV4366
 GV4366|---------------------------------------------------------------------|
 GV4366| PID    Reference Object                     Distance      Geod. Az  |
 GV4366|                                                           dddmmss.s |
 GV4366| GV4385 LANDING VFC 1930                    415.554 METERS 1905435.9 |
 GV4366| GV4407 WEAVER VFC 1930                     434.149 METERS 2915842.1 |
 GV4366|---------------------------------------------------------------------|
 GV4366
 GV4366                          SUPERSEDED SURVEY CONTROL
 GV4366
 GV4366  NAD 83(1993)-  37 24 25.96571(N)    076 29 20.31338(W) AD(       ) 3
 GV4366  NAD 83(1986)-  37 24 25.97456(N)    076 29 20.34010(W) AD(       ) 3
 GV4366  NAD 27      -  37 24 25.47300(N)    076 29 21.51100(W) AD(       ) 3
 GV4366
 GV4366.Superseded values are not recommended for survey control.
 GV4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4366.See file dsdata.txt to determine how the superseded data were derived.
 GV4366
 GV4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6822341088(NAD 83)
 GV4366_MARKER: Z = SEE DESCRIPTION
 GV4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4366+STABILITY: SURFACE MOTION
 GV4366
 GV4366  HISTORY     - Date     Condition        Report By
 GV4366  HISTORY     - 1930     MONUMENTED       VACF
 GV4366  HISTORY     - 1944     GOOD             CGS
 GV4366  HISTORY     - 1952     GOOD             CGS
 GV4366  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4366
 GV4366                          STATION DESCRIPTION
 GV4366
 GV4366'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4366'STATION IS LOCATED ON A SHARP HIGH POINT, POSSIBLY 4 YARDS
 GV4366'FROM END OF POINT, 3 YARDS S AND 2 YARDS N FROM MEAN HIGH
 GV4366'WATER OF WARE RIVER.
 GV4366'
 GV4366'STATION IS MARKED BY 4-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 GV4366'PIPE IN CONCRETE BLOCK NEAR SURFACE 10 BY 10 BY 24 INCHES,
 GV4366'MOULDED IN THE GROUND.
 GV4366
 GV4366                          STATION RECOVERY (1944)
 GV4366
 GV4366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4366'STATION RECOVERED IN FAIR CONDITION.  THE ORIGINAL DESCRIPTION
 GV4366'IS CORRECT AND ADEQUATE FOR EASY RECOVERY OF THE STATION
 GV4366'AT THE PRESENT TIME.
 GV4366
 GV4366                          STATION RECOVERY (1952)
 GV4366
 GV4366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4366'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1930 DESCRIPTION
 GV4366'USED WITH THE 1944 RECOVERY NOTE IS BELIEVED ADEQUATE FOR FUTURE
 GV4366'RECOVERY WITH ADDITIONAL INFORMATION AS FOLLOWS--
 GV4366'
 GV4366'MARK IS LOCATED ON A NARROW SAND POINT, 22 FEET W OF A 10-INCH
 GV4366'PINE TREE, 12-1/2 FEET W OF A 6-INCH CEDAR TREE.  TOP OF
 GV4366'PIPE IN MONUMENT IS FLUSH WITH THE GROUND.
 GV4366
 GV4366                          STATION RECOVERY (2002)
 GV4366
 GV4366'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4367 ***********************************************************************
 GV4367  DESIGNATION -  CEDAR VFC 1936
 GV4367  PID         -  GV4367
 GV4367  STATE/COUNTY-  VA/MATHEWS
 GV4367  USGS QUAD   -  WARE NECK (1980)
 GV4367
 GV4367                         *CURRENT SURVEY CONTROL
 GV4367  ___________________________________________________________________
 GV4367* NAD 83(1993)-  37 24 13.77485(N)    076 23 50.02553(W)     ADJUSTED  
 GV4367* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4367  ___________________________________________________________________
 GV4367  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 GV4367  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 GV4367
 GV4367  HORZ ORDER  -  THIRD
 GV4367
 GV4367.The horizontal coordinates were established by classical geodetic methods
 GV4367.and adjusted by the National Geodetic Survey in September 1995..
 GV4367
 GV4367.The orthometric height was scaled from a topographic map.
 GV4367
 GV4367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4367
 GV4367.The geoid height was determined by GEOID03.
 GV4367
 GV4367;                    North         East     Units Scale Factor Converg.
 GV4367;SPC VA S     - 1,120,871.142 3,686,151.123   MT  0.99994560   +1 16 34.4
 GV4367;SPC VA S     - 3,677,391.41 12,093,647.48   sFT  0.99994560   +1 16 34.4
 GV4367;UTM  18      - 4,140,587.675   376,337.331   MT  0.99978837   -0 50 55.8
 GV4367
 GV4367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4367!SPC VA S     -   1.00000551  x   0.99994560  =   0.99995111
 GV4367!UTM  18      -   1.00000551  x   0.99978837  =   0.99979388
 GV4367
 GV4367:                Primary Azimuth Mark                     Grid Az
 GV4367:SPC VA S     -  PERSIMMON VFC 1936                       162 10 07.3
 GV4367:UTM  18      -  PERSIMMON VFC 1936                       164 17 37.5
 GV4367
 GV4367|---------------------------------------------------------------------|
 GV4367| PID    Reference Object                     Distance      Geod. Az  |
 GV4367|                                                           dddmmss.s |
 GV4367| GV4395 PERSIMMON VFC 1936                  APPROX. 1.5 KM 1632641.7 |
 GV4367|---------------------------------------------------------------------|
 GV4367
 GV4367                          SUPERSEDED SURVEY CONTROL
 GV4367
 GV4367  NAD 83(1993)-  37 24 13.77653(N)    076 23 50.02612(W) AD(       ) 3
 GV4367  NAD 83(1986)-  37 24 13.78584(N)    076 23 50.05406(W) AD(       ) 3
 GV4367  NAD 27      -  37 24 13.28500(N)    076 23 51.24200(W) AD(       ) 3
 GV4367
 GV4367.Superseded values are not recommended for survey control.
 GV4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4367.See file dsdata.txt to determine how the superseded data were derived.
 GV4367
 GV4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7633740588(NAD 83)
 GV4367_MARKER: U = CONCRETE POST
 GV4367_SETTING: 0 = UNSPECIFIED SETTING
 GV4367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4367
 GV4367  HISTORY     - Date     Condition        Report By
 GV4367  HISTORY     - 1936     MONUMENTED       VACF
 GV4367  HISTORY     - 1944     GOOD             CGS
 GV4367  HISTORY     - 1952     GOOD             CGS
 GV4367  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4367
 GV4367                          STATION DESCRIPTION
 GV4367
 GV4367'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4367'STATION IS LOCATED ON LOW LAND, A SHORT DISTANCE FROM HIGHER
 GV4367'GROUND BACK OF STATION AND NEARLY ON LINE WITH A ROW OF CEDAR
 GV4367'TREES E OF STATION AT A POINT WHERE A VIEW UP AND DOWN NORTH
 GV4367'RIVER CAN BE OBTAINED.
 GV4367'
 GV4367'STATION IS MARKED BY CONCRETE MARKER.
 GV4367
 GV4367                          STATION RECOVERY (1944)
 GV4367
 GV4367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4367'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV4367'IS CORRECT AND ADEQUATE EXCEPT FOR THE FOLLOWING--MARK IS
 GV4367'ON THE HIGH-WATER LINE AND IS 84.8 METERS N OF THE SW FENCE
 GV4367'CORNER OF A CULTIVATED FIELD.  STAKES AND REMAINS OF AN OLD
 GV4367'SIGNAL, ERECTED OVER THE STATION, WILL AID IN RECOVERY FOR
 GV4367'SEVERAL YEARS.
 GV4367
 GV4367                          STATION RECOVERY (1952)
 GV4367
 GV4367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4367'STATION RECOVERED IN GOOD CONDITION WITH REMAINS OF OLD OBSERVING
 GV4367'STAND OVER MARK.
 GV4367'
 GV4367'MARK IS LOCATED ALONG BRUSH LINE, 14 FEET W OF A 12-INCH
 GV4367'CEDAR TREE (W ONE OF 3 CLOSELY-SPACED CEDARS ON POINT), AND
 GV4367'IS FLUSH WITH THE GROUND.
 GV4367
 GV4367                          STATION RECOVERY (2002)
 GV4367
 GV4367'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1208 ***********************************************************************
 FX1208  DESIGNATION -  CEDA=V 11
 FX1208  PID         -  FX1208
 FX1208  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1208  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX1208
 FX1208                         *CURRENT SURVEY CONTROL
 FX1208  ___________________________________________________________________
 FX1208* NAD 83(1993)-  36 33 30.20059(N)    077 16 31.22567(W)     ADJUSTED  
 FX1208* NAVD 88     -        13.998  (meters)      45.93   (feet)  POSTED    
 FX1208  ___________________________________________________________________
 FX1208  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FX1208  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 FX1208  DYNAMIC HT  -          13.990 (meters)      45.90  (feet)  COMP
 FX1208  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 FX1208
 FX1208  HORZ ORDER  -  SECOND
 FX1208  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1208
 FX1208.The horizontal coordinates were established by classical geodetic methods
 FX1208.and adjusted by the National Geodetic Survey in September 1995..
 FX1208
 FX1208.The orthometric height was determined by differential leveling
 FX1208.and adjusted by the National Geodetic Survey in 1992..
 FX1208.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1208.rate of 1.1 thru 2.0 mm/km.
 FX1208
 FX1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1208
 FX1208.The geoid height was determined by GEOID03.
 FX1208
 FX1208.The dynamic height is computed by dividing the NAVD 88
 FX1208.geopotential number by the normal gravity value computed on the
 FX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1208.degrees latitude (g = 980.6199 gals.).
 FX1208
 FX1208.The modeled gravity was interpolated from observed gravity values.
 FX1208
 FX1208;                    North         East     Units Scale Factor Converg.
 FX1208;SPC VA S     - 1,025,686.835 3,609,637.945   MT  1.00004433   +0 44 35.8
 FX1208;SPC VA S     - 3,365,107.56 11,842,620.49   sFT  1.00004433   +0 44 35.8
 FX1208;SPC NC       -   312,905.569   764,012.029   MT  1.00013292   +0 59 43.5
 FX1208;SPC NC       - 1,026,591.02  2,506,596.13   sFT  1.00013292   +0 59 43.5
 FX1208;UTM  18      - 4,048,293.959   296,368.697   MT  1.00011090   -1 21 20.7
 FX1208
 FX1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1208!SPC VA S     -   1.00000322  x   1.00004433  =   1.00004755
 FX1208!SPC NC       -   1.00000322  x   1.00013292  =   1.00013614
 FX1208!UTM  18      -   1.00000322  x   1.00011090  =   1.00011412
 FX1208
 FX1208:                Primary Azimuth Mark                     Grid Az
 FX1208:SPC VA S     -  CAY=T 11                                 059 50 16.2
 FX1208:SPC NC       -  CAY=T 11                                 059 35 08.5
 FX1208:UTM  18      -  CAY=T 11                                 061 56 12.7
 FX1208
 FX1208|---------------------------------------------------------------------|
 FX1208| PID    Reference Object                     Distance      Geod. Az  |
 FX1208|                                                           dddmmss.s |
 FX1208| FX1210 CAY=T 11                            APPROX. 3.6 KM 0603452.0 |
 FX1208| DC8150 CEDA RM                              75.530 METERS 15135     |
 FX1208|---------------------------------------------------------------------|
 FX1208
 FX1208                          SUPERSEDED SURVEY CONTROL
 FX1208
 FX1208  NAD 83(1986)-  36 33 30.20581(N)    077 16 31.23957(W) AD(       ) 2
 FX1208  NAD 27      -  36 33 29.68440(N)    077 16 32.36390(W) AD(       ) 2
 FX1208  NGVD 29 (??/??/92)   14.331  (m)           47.02   (f) ADJ UNCH    1 2
 FX1208
 FX1208.Superseded values are not recommended for survey control.
 FX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1208.See file dsdata.txt to determine how the superseded data were derived.
 FX1208
 FX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9636948294(NAD 83)
 FX1208_MARKER: DS = TRIANGULATION STATION DISK
 FX1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1208_STAMPING: ELEV 46.998 FT CEDA V 11 1918
 FX1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1208+STABILITY: SURFACE MOTION
 FX1208
 FX1208  HISTORY     - Date     Condition        Report By
 FX1208  HISTORY     - 1918     MONUMENTED       CGS
 FX1208  HISTORY     - 1918     GOOD             CGS
 FX1208  HISTORY     - 1934     GOOD             CGS
 FX1208  HISTORY     - 1934     GOOD             CGS
 FX1208  HISTORY     - 1934     GOOD             NGS
 FX1208  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1208
 FX1208                          STATION DESCRIPTION
 FX1208
 FX1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 FX1208'STATION IS ABOUT 1-1/2 MILES W OF THE SEABOARD AIR LINE
 FX1208'RAILWAY STATION AT BRANCHVILLE, 23-1/4 TELEGRAPH POLES W
 FX1208'OF MILEPOST 58, 2.95 METERS (9.7 FEET) S OF THE S RAIL, DIRECTLY
 FX1208'IN FRONT OF THE E END OF THE HOUSE OCCUPIED BY ROBERT ODERBY,
 FX1208'AND 15 YARDS E OF A ROAD LEADING TO IT.  THE UNDERGROUND
 FX1208'MARK IS A NAIL IN CONCRETE.  THE
 FX1208'SURFACE MARK IS A BRONZE TABLET SET IN CONCRETE, AS DESCRIBED
 FX1208'
 FX1208'REFERENCE MARK IS A BRONZE TABLET SET IN THE E FACE OF THE
 FX1208'CHIMNEY OF ODERBYS HOUSE, 75.53 METERS (247.8 FEET) FROM
 FX1208'THE STATION S 28 DEG 25 MIN E.
 FX1208
 FX1208                          STATION RECOVERY (1918)
 FX1208
 FX1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918
 FX1208'1.7 MI SW FROM BRANCHVILLE.
 FX1208'1.7 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1208'THE STATION AT BRANCHVILLE, SOUTHAMPTON COUNTY, ABOUT 0.3 MILE
 FX1208'EAST OF MILEPOST 59, 66 FEET EAST OF A DRIVEWAY TO THE WILLIAM
 FX1208'BOONE HOUSE, 18 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1
 FX1208'FOOT HIGHER THAN THE RAIL.  A STANDARD TRIANGULATION-STATION
 FX1208'DISK, STAMPED ELEV. 46.998 FT. CEDA V 11 1918 AND SET IN THE TOP
 FX1208'OF A CONCRETE POST.
 FX1208
 FX1208                          STATION RECOVERY (1934)
 FX1208
 FX1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX1208'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 FX1208'MARK WAS DESTROYED PRIOR TO OCT. 1934.
 FX1208
 FX1208                          STATION RECOVERY (1934)
 FX1208
 FX1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WMG)
 FX1208'ABOUT 1.7 MILES SW ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1208'THE STATION AT BRANCHVILLE, SOUTHAMPTON COUNTY, ABOUT 0.3
 FX1208'MILE E OF MILEPOST 59, 66 FEET E OF A DRIVEWAY TO THE WILLIAM
 FX1208'BOONE HOUSE, 18 FEET S OF THE S RAIL, AND ABOUT 1 FOOT HIGHER
 FX1208'THAN THE RAIL.  A BRONZE TRIANGULATION STATION DISK, STAMPED
 FX1208'ELEV. 46.998 FT. CEDA V 11 1918, SET IN THE TOP OF A CONCRETE
 FX1208'POST.  (14.331 METERS OR 47.018 FEET.)
 FX1208
 FX1208                          STATION RECOVERY (1934)
 FX1208
 FX1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FX1208'RECOVERED IN GOOD CONDITION.
 FX1208
 FX1208                          STATION RECOVERY (1978)
 FX1208
 FX1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1208'NOTE=THIS AREA HAS BEEN LEVELED OFF AND THE GROUND IS NOW 2 FEET
 FX1208'BELOW THE TRACKS AND A CULVATED FIELD.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3430 ***********************************************************************
 HV3430  DESIGNATION -  CEDON
 HV3430  PID         -  HV3430
 HV3430  STATE/COUNTY-  VA/CAROLINE
 HV3430  USGS QUAD   -  LADYSMITH (1979)
 HV3430
 HV3430                         *CURRENT SURVEY CONTROL
 HV3430  ___________________________________________________________________
 HV3430* NAD 83(1993)-  38 03 39.05263(N)    077 30 47.57761(W)     ADJUSTED  
 HV3430* NAVD 88     -        76.172  (meters)     249.91   (feet)  ADJUSTED  
 HV3430  ___________________________________________________________________
 HV3430  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HV3430  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3430  DYNAMIC HT  -          76.124 (meters)     249.75  (feet)  COMP
 HV3430  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 HV3430
 HV3430  HORZ ORDER  -  SECOND
 HV3430  VERT ORDER  -  SECOND    CLASS 0
 HV3430
 HV3430.The horizontal coordinates were established by classical geodetic methods
 HV3430.and adjusted by the National Geodetic Survey in November 1994..
 HV3430
 HV3430.The orthometric height was determined by differential leveling
 HV3430.and adjusted by the National Geodetic Survey in June 1991..
 HV3430
 HV3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3430
 HV3430.The geoid height was determined by GEOID03.
 HV3430
 HV3430.The dynamic height is computed by dividing the NAVD 88
 HV3430.geopotential number by the normal gravity value computed on the
 HV3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3430.degrees latitude (g = 980.6199 gals.).
 HV3430
 HV3430.The modeled gravity was interpolated from observed gravity values.
 HV3430
 HV3430;                    North         East     Units Scale Factor Converg.
 HV3430;SPC VA N     - 2,044,218.725 3,586,597.926   MT  0.99999526   +0 36 57.1
 HV3430;SPC VA N     - 6,706,740.93 11,767,030.03   sFT  0.99999526   +0 36 57.1
 HV3430;UTM  18      - 4,215,548.564   279,511.667   MT  1.00019879   -1 33 00.1
 HV3430
 HV3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3430!SPC VA N     -   0.99999313  x   0.99999526  =   0.99998839
 HV3430!UTM  18      -   0.99999313  x   1.00019879  =   1.00019191
 HV3430
 HV3430:                Primary Azimuth Mark                     Grid Az
 HV3430:SPC VA N     -  CEDON AZ MK                              044 28 07.4
 HV3430:UTM  18      -  CEDON AZ MK                              046 38 04.6
 HV3430
 HV3430|---------------------------------------------------------------------|
 HV3430| PID    Reference Object                     Distance      Geod. Az  |
 HV3430|                                                           dddmmss.s |
 HV3430| HV3432 CEDON AZ MK                                        0450504.5 |
 HV3430| HV3429 CEDON RM 1                           24.602 METERS 05043     |
 HV3430| HV3431 CEDON RM 2                           19.184 METERS 31518     |
 HV3430|---------------------------------------------------------------------|
 HV3430
 HV3430                          SUPERSEDED SURVEY CONTROL
 HV3430
 HV3430  NAD 83(1986)-  38 03 39.05490(N)    077 30 47.59224(W) AD(       ) 2
 HV3430  NAD 27      -  38 03 38.56830(N)    077 30 48.65060(W) AD(       ) 2
 HV3430  NGVD 29 (??/??/??)   76.463  (m)          250.86   (f) ADJUSTED    2 0
 HV3430
 HV3430.Superseded values are not recommended for survey control.
 HV3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3430.See file dsdata.txt to determine how the superseded data were derived.
 HV3430
 HV3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7951215549(NAD 83)
 HV3430_MARKER: DS = TRIANGULATION STATION DISK
 HV3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3430_STAMPING: CEDON 1959
 HV3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3430+STABILITY: SURFACE MOTION
 HV3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3430+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2002
 HV3430
 HV3430  HISTORY     - Date     Condition        Report By
 HV3430  HISTORY     - 1959     MONUMENTED       CGS
 HV3430  HISTORY     - 1960     GOOD             CGS
 HV3430  HISTORY     - 19950121 GOOD             USPSQD
 HV3430  HISTORY     - 20020130 GOOD             GEOMET
 HV3430  HISTORY     - 20020218 GOOD             GEOMET
 HV3430  HISTORY     - 20020323 GOOD             USPSQD
 HV3430
 HV3430                          STATION DESCRIPTION
 HV3430
 HV3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3430'STATION IS LOCATED NEAR THE EAST EDGE OF THE VILLAGE OF CEDON
 HV3430'AND ON THE PROPERTY OF MR. J.C. MILLER
 HV3430'
 HV3430'STATION, STAMPED CEDON 1959, PROJECTS ABOUT 2 INCHES.  IT
 HV3430'IS 8.0 FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS
 HV3430'POST, 19.0 FEET WEST OF A TRIANGULAR BLAZED CEDAR TREE, 64.0
 HV3430'FEET EAST-SOUTHEAST OF TELEGRAPH POLE 2807 AND 64.0 FEET SOUTHWEST
 HV3430'OF TELEGRAPH POLE 2806.
 HV3430'
 HV3430'R.M. 1, STAMPED CEDON NO 1 1959, PROJECTS ABOUT 4 INCHES.
 HV3430'IT IS 37.0 FEET SOUTH-SOUTHEAST OF TELEGRAPH POLE 2806, 10.0
 HV3430'FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD,
 HV3430'4.0 FEET NORTH-NORTHWEST OF A 15 INCH OAK TREE AND ABOUT 1
 HV3430'FOOT ABOVE THE ELEVATION OF THE STATION.
 HV3430'
 HV3430'R.M. 2, STAMPED CEDON NO 2 1959, PROJECTS ABOUT 4 INCHES.
 HV3430'IT IS 9.0 FEET SOUTH OF A TRIPLE TRUNK OAK TREE, 69.0 FEET
 HV3430'NORTHEAST OF TELEGRAPH POLE 2807, 71.0 FEET WEST OF TELEGRAPH
 HV3430'POLE 2806 AND ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.
 HV3430'
 HV3430'AZIMUTH MARK, STAMPED CEDON 1959, PROJECTS ABOUT 4 INCHES.
 HV3430'IT IS 2.3 FEET NORTHEAST OF A STANDARD METAL WITNESS POST,
 HV3430'5.5 FEET SOUTHWEST OF A POWERLINE POLE, 21.0 FEET NORTH-NORTHEAST
 HV3430'OF THE CENTERLINE OF COUNTY ROUTE 632 AND 75.0 FEET EAST
 HV3430'OF TELEPHONE POLE 2784.
 HV3430'
 HV3430'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THORNSBURG,
 HV3430'GO SOUTH ON U.S. HIGHWAY 1 FOR 5.0 MILES.  TURN LEFT, GO
 HV3430'EAST ON COUNTY ROUTE 632 FOR 0.15 MILE TO MR. C.A. FREEMANS
 HV3430'HOME ON THE LEFT AND A WOODS ROAD ON THE RIGHT.  (CONTINUE
 HV3430'STRAIGHT AHEAD ON COUNTY ROUTE 632 FOR 0.45 MILE TO THE AZIMUTH
 HV3430'MARK ON THE LEFT.) TURN RIGHT, GO SOUTH ON WOODS ROAD FOR
 HV3430'0.1 MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 HV3430'
 HV3430'HEIGHT OF LIGHT ABOVE STATION MARK 30.29 METERS.
 HV3430
 HV3430                          STATION RECOVERY (1960)
 HV3430
 HV3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3430'3.4 MI NE FROM LADYSMITH.
 HV3430'3.0 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 HV3430'ROAD 639 AT LADYSMITH, THENCE ABOUT 0.35 MILE SOUTHEAST AND
 HV3430'NORTHEAST ALONG ROAD 632, THENCE ABOUT 0.1 MILE SOUTH ALONG A
 HV3430'WOODS TRAIL TO CROSSING OF WOODS TRAIL AND HEAVY CABLE LINE, 113
 HV3430'FEET SOUTH-SOUTHWEST OF THE CENTER OF CROSSING OF WOODS TRAIL AND
 HV3430'CABLE LINE, 64 FEET SOUTH OF CABLE LINE POLE 2806, 64 FEET EAST
 HV3430'OF CABLE LINE POLE 2807, 62.9 FEET SOUTHEAST OF RM 2, 80.7 FEET
 HV3430'SOUTHWEST OF RM 1, AT THE SOUTHEAST EDGE OF A CLEARING FOR CABLE
 HV3430'LINE, 8 FEET NORTHWEST OF A STEEL WITNESS POST, AND SET IN TOP OF
 HV3430'A CONCRETE POST FLUSH WITH THE GROUND.  ALSO ABOUT 0.35 MILE
 HV3430'SOUTHEAST AND NORTHEAST ALONG ROAD 632 FROM THE INTERSECTION OF
 HV3430'U.S. HIGHWAY 1 AT CEDON, THENCE ABOUT 0.1 MILE SOUTH ALONG A
 HV3430'WOODS TRAIL.
 HV3430
 HV3430                          STATION RECOVERY (1995)
 HV3430
 HV3430'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3430'RECOVERED IN GOOD CONDITION.
 HV3430
 HV3430                          STATION RECOVERY (2002)
 HV3430
 HV3430'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (CCG)
 HV3430'RECOVERED IN GOOD CONDITION.
 HV3430
 HV3430                          STATION RECOVERY (2002)
 HV3430
 HV3430'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (CGG)
 HV3430'RECOVERED IN GOOD CONDITION.
 HV3430
 HV3430                          STATION RECOVERY (2002)
 HV3430
 HV3430'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 HV3430'WOODS RAIL AND HEAVY CABLE LINE NO LONGER EXIST.. A NEW DESCRIPTION
 HV3430'FOLLOWS=FROM THE INTERSECTION OF US HWY 1 AND ROAD 632 ABOUT 0.35
 HV3430'MILES SE AND NE ALONG ROAD 632,THENCE 0.10 MILE NE ALONG A DRIVEWAY TO
 HV3430'HOUSE NO 7532 AND THEN 85FT SW ALONG A LANE ... STATION IS 10FT SE OF
 HV3430'THE CENTERLINE OF THE LANE, 73FT SW OF A PAD MOUNTED TRANSFORMER AND
 HV3430'8FT NW OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3432 ***********************************************************************
 HV3432  DESIGNATION -  CEDON AZ MK
 HV3432  PID         -  HV3432
 HV3432  STATE/COUNTY-  VA/CAROLINE
 HV3432  USGS QUAD   -  LADYSMITH (1979)
 HV3432
 HV3432                         *CURRENT SURVEY CONTROL
 HV3432  ___________________________________________________________________
 HV3432* NAD 83(1986)-  38 03 59.     (N)    077 30 22.     (W)     SCALED    
 HV3432* NAVD 88     -        64.782  (meters)     212.54   (feet)  ADJUSTED  
 HV3432  ___________________________________________________________________
 HV3432  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3432  DYNAMIC HT  -          64.741 (meters)     212.40  (feet)  COMP
 HV3432  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 HV3432
 HV3432  VERT ORDER  -  SECOND    CLASS 0
 HV3432
 HV3432.The horizontal coordinates were scaled from a topographic map and have
 HV3432.an estimated accuracy of +/- 6 seconds.
 HV3432
 HV3432.The orthometric height was determined by differential leveling
 HV3432.and adjusted by the National Geodetic Survey in June 1991..
 HV3432
 HV3432.The geoid height was determined by GEOID03.
 HV3432
 HV3432.The dynamic height is computed by dividing the NAVD 88
 HV3432.geopotential number by the normal gravity value computed on the
 HV3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3432.degrees latitude (g = 980.6199 gals.).
 HV3432
 HV3432.The modeled gravity was interpolated from observed gravity values.
 HV3432
 HV3432;                    North         East    Units  Estimated Accuracy
 HV3432;SPC VA N     - 2,044,840.    3,587,220.      MT  (+/- 180 meters Scaled)
 HV3432
 HV3432                          SUPERSEDED SURVEY CONTROL
 HV3432
 HV3432  NGVD 29 (??/??/??)   65.073  (m)          213.49   (f) ADJUSTED    2 0
 HV3432
 HV3432.Superseded values are not recommended for survey control.
 HV3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3432.See file dsdata.txt to determine how the superseded data were derived.
 HV3432
 HV3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH801161(NAD 83)
 HV3432_MARKER: DZ = AZIMUTH MARK DISK
 HV3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3432_STAMPING: CEDON 1959
 HV3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3432+STABILITY: SURFACE MOTION
 HV3432
 HV3432  HISTORY     - Date     Condition        Report By
 HV3432  HISTORY     - 1959     MONUMENTED       CGS
 HV3432  HISTORY     - 1960     GOOD             CGS
 HV3432  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 HV3432  HISTORY     - 20020323 GOOD             USPSQD
 HV3432
 HV3432                          STATION DESCRIPTION
 HV3432
 HV3432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3432'3.8 MI NE FROM LADYSMITH.
 HV3432'3.0 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 HV3432'ROAD 639 AT LADYSMITH, THENCE ABOUT 0.15 MILE SOUTHEAST AND 0.7
 HV3432'MILE NORTHEAST ALONG ROAD 632, 0.25 MILE NORTHEAST OF A BRIDGE
 HV3432'OVER A CREEK, 21 1/2 FEET NORTHWEST OF THE CENTER LINE OF ROAD
 HV3432'632 AND ON TOP OF A CUT BANK, 1/2 FOOT SOUTHEAST OF A WIRE FENCE,
 HV3432'5 1/2 FEET SOUTHWEST OF POWER LINE POLE ALONG WIRE FENCE, 76 1/2
 HV3432'FEET NORTH OF AND ACROSS ROAD FROM CABLE LINE POLE 2784, 83 FEET
 HV3432'WEST OF AND ACROSS THE ROAD FROM CABLE LINE POLE 2783, 2.3 FEET
 HV3432'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE
 HV3432'LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST.
 HV3432
 HV3432                          STATION RECOVERY (1995)
 HV3432
 HV3432'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3432'MARK NOT FOUND.
 HV3432
 HV3432                          STATION RECOVERY (2002)
 HV3432
 HV3432'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 HV3432'ROAD 632 HAS BEEN RELOCATED A NEW DESCRIPTION FOLLOWS, FROM THE
 HV3432'INTERSECTION OF US HWY 1 AND ROAD 632 ABOUT 0.85 MILES NE ALONG 632 TO
 HV3432'AN OVERHEAD POWER LINE CROSSING JUST EAST OF THE CROSSING OF HWY 95,
 HV3432'MARK IS ABOUT 100FT NW OF THE CENTERLINE OF ROAD 632 UNDER THE POWER
 HV3432'LINE 25FT SE OF POWER POLE 417 49 411 165, 3.5FT SE OF AN OLD FENCE
 HV3432'AND 2.3 FT NE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3429 ***********************************************************************
 HV3429  DESIGNATION -  CEDON RM 1
 HV3429  PID         -  HV3429
 HV3429  STATE/COUNTY-  VA/CAROLINE
 HV3429  USGS QUAD   -  LADYSMITH (1979)
 HV3429
 HV3429                         *CURRENT SURVEY CONTROL
 HV3429  ___________________________________________________________________
 HV3429* NAD 83(1986)-  38 03 38.     (N)    077 30 47.     (W)     SCALED    
 HV3429* NAVD 88     -        76.186  (meters)     249.95   (feet)  ADJUSTED  
 HV3429  ___________________________________________________________________
 HV3429  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3429  DYNAMIC HT  -          76.138 (meters)     249.80  (feet)  COMP
 HV3429  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 HV3429
 HV3429  VERT ORDER  -  SECOND    CLASS 0
 HV3429
 HV3429.The horizontal coordinates were scaled from a topographic map and have
 HV3429.an estimated accuracy of +/- 6 seconds.
 HV3429
 HV3429.The orthometric height was determined by differential leveling
 HV3429.and adjusted by the National Geodetic Survey in June 1991..
 HV3429
 HV3429.The geoid height was determined by GEOID03.
 HV3429
 HV3429.The dynamic height is computed by dividing the NAVD 88
 HV3429.geopotential number by the normal gravity value computed on the
 HV3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3429.degrees latitude (g = 980.6199 gals.).
 HV3429
 HV3429.The modeled gravity was interpolated from observed gravity values.
 HV3429
 HV3429;                    North         East    Units  Estimated Accuracy
 HV3429;SPC VA N     - 2,044,190.    3,586,610.      MT  (+/- 180 meters Scaled)
 HV3429
 HV3429                          SUPERSEDED SURVEY CONTROL
 HV3429
 HV3429  NGVD 29 (??/??/??)   76.477  (m)          250.91   (f) ADJUSTED    2 0
 HV3429
 HV3429.Superseded values are not recommended for survey control.
 HV3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3429.See file dsdata.txt to determine how the superseded data were derived.
 HV3429
 HV3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH795155(NAD 83)
 HV3429_MARKER: DR = REFERENCE MARK DISK
 HV3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3429_STAMPING: CEDON NO 1 1959
 HV3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3429+STABILITY: SURFACE MOTION
 HV3429
 HV3429  HISTORY     - Date     Condition        Report By
 HV3429  HISTORY     - 1959     MONUMENTED       CGS
 HV3429  HISTORY     - 1960     GOOD             CGS
 HV3429  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 HV3429  HISTORY     - 20020323 GOOD             USPSQD
 HV3429  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 HV3429
 HV3429                          STATION DESCRIPTION
 HV3429
 HV3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3429'3.4 MI NE FROM LADYSMITH.
 HV3429'80.7 FEET NORTHEAST OF TRIANGULATION STATION CEDON, DESCRIBED,
 HV3429'106.9 FEET EAST OF RM 2, 43 FEET SOUTH OF THE CENTER OF CROSSING
 HV3429'OF A WOODS TRAIL AND CABLE LINE, 37 FEET EAST OF CABLE LINE POLE
 HV3429'2806, 10 1/2 FEET WEST-SOUTHWEST OF CENTER LINE OF WOODS TRAIL,
 HV3429'31 FEET SOUTHEAST OF CABLE LINE AND AT THE SOUTHEAST EDGE OF
 HV3429'CLEARING FOR CABLE LINE, AND SET IN TOP OF A CONCRETE POST
 HV3429'PROJECTING 3 INCHES.
 HV3429
 HV3429                          STATION RECOVERY (1995)
 HV3429
 HV3429'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3429'MARK NOT FOUND.
 HV3429
 HV3429                          STATION RECOVERY (2002)
 HV3429
 HV3429'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 HV3429'MARK IS 7FT NE OF A PAD MOUNTED TRANSFORMER AT THE JUNCTION OF A LANE
 HV3429'HEADIND SW FROM DRIVEWAY TO HOUSE
 HV3429
 HV3429                          STATION RECOVERY (2003)
 HV3429
 HV3429'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV3429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3431 ***********************************************************************
 HV3431  DESIGNATION -  CEDON RM 2
 HV3431  PID         -  HV3431
 HV3431  STATE/COUNTY-  VA/CAROLINE
 HV3431  USGS QUAD   -  LADYSMITH (1979)
 HV3431
 HV3431                         *CURRENT SURVEY CONTROL
 HV3431  ___________________________________________________________________
 HV3431* NAD 83(1986)-  38 03 38.     (N)    077 30 47.     (W)     SCALED    
 HV3431* NAVD 88     -        76.408  (meters)     250.68   (feet)  ADJUSTED  
 HV3431  ___________________________________________________________________
 HV3431  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV3431  DYNAMIC HT  -          76.360 (meters)     250.52  (feet)  COMP
 HV3431  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 HV3431
 HV3431  VERT ORDER  -  SECOND    CLASS 0
 HV3431
 HV3431.The horizontal coordinates were scaled from a topographic map and have
 HV3431.an estimated accuracy of +/- 6 seconds.
 HV3431
 HV3431.The orthometric height was determined by differential leveling
 HV3431.and adjusted by the National Geodetic Survey in June 1991..
 HV3431
 HV3431.The geoid height was determined by GEOID03.
 HV3431
 HV3431.The dynamic height is computed by dividing the NAVD 88
 HV3431.geopotential number by the normal gravity value computed on the
 HV3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3431.degrees latitude (g = 980.6199 gals.).
 HV3431
 HV3431.The modeled gravity was interpolated from observed gravity values.
 HV3431
 HV3431;                    North         East    Units  Estimated Accuracy
 HV3431;SPC VA N     - 2,044,190.    3,586,610.      MT  (+/- 180 meters Scaled)
 HV3431
 HV3431                          SUPERSEDED SURVEY CONTROL
 HV3431
 HV3431  NGVD 29 (??/??/??)   76.699  (m)          251.64   (f) ADJUSTED    2 0
 HV3431
 HV3431.Superseded values are not recommended for survey control.
 HV3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3431.See file dsdata.txt to determine how the superseded data were derived.
 HV3431
 HV3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH795155(NAD 83)
 HV3431_MARKER: DR = REFERENCE MARK DISK
 HV3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3431_STAMPING: CEDON NO 2 1959
 HV3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3431+STABILITY: SURFACE MOTION
 HV3431
 HV3431  HISTORY     - Date     Condition        Report By
 HV3431  HISTORY     - 1959     MONUMENTED       CGS
 HV3431  HISTORY     - 1960     GOOD             CGS
 HV3431  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 HV3431  HISTORY     - 20020323 GOOD             USPSQD
 HV3431
 HV3431                          STATION DESCRIPTION
 HV3431
 HV3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3431'3.4 MI NE FROM LADYSMITH.
 HV3431'62.9 FEET NORTHWEST OF TRIANGULATION STATION CEDON, DESCRIBED,
 HV3431'106.9 FEET WEST OF RM 1, 70 FEET NORTH OF CABLE LINE POLE 2807,
 HV3431'72 FEET WEST OF CABLE LINE POLE 2806, AND SET IN TOP OF A
 HV3431'CONCRETE POST PROJECTING 3 INCHES.
 HV3431
 HV3431                          STATION RECOVERY (1995)
 HV3431
 HV3431'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3431'MARK NOT FOUND.
 HV3431
 HV3431                          STATION RECOVERY (2002)
 HV3431
 HV3431'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 HV3431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0616 ***********************************************************************
 GX0616  DESIGNATION -  CELANESE
 GX0616  PID         -  GX0616
 GX0616  STATE/COUNTY-  VA/GILES
 GX0616  USGS QUAD   -  NARROWS (1985)
 GX0616
 GX0616                         *CURRENT SURVEY CONTROL
 GX0616  ___________________________________________________________________
 GX0616* NAD 83(1993)-  37 20 51.15500(N)    080 46 52.12186(W)     ADJUSTED  
 GX0616* NAVD 88     -       500.509  (meters)    1642.09   (feet)  ADJUSTED  
 GX0616  ___________________________________________________________________
 GX0616  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 GX0616  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0616  DYNAMIC HT  -         500.080 (meters)    1640.68  (feet)  COMP
 GX0616  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 GX0616
 GX0616  HORZ ORDER  -  SECOND
 GX0616  VERT ORDER  -  SECOND    CLASS 0
 GX0616
 GX0616.The horizontal coordinates were established by classical geodetic methods
 GX0616.and adjusted by the National Geodetic Survey in September 1995..
 GX0616
 GX0616.The orthometric height was determined by differential leveling
 GX0616.and adjusted by the National Geodetic Survey in June 1991..
 GX0616
 GX0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0616
 GX0616.The geoid height was determined by GEOID03.
 GX0616
 GX0616.The dynamic height is computed by dividing the NAVD 88
 GX0616.geopotential number by the normal gravity value computed on the
 GX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0616.degrees latitude (g = 980.6199 gals.).
 GX0616
 GX0616.The modeled gravity was interpolated from observed gravity values.
 GX0616
 GX0616;                    North         East     Units Scale Factor Converg.
 GX0616;SPC VA S     - 1,114,993.369 3,297,910.045   MT  0.99994546   -1 23 04.1
 GX0616;SPC VA S     - 3,658,107.41 10,819,893.21   sFT  0.99994546   -1 23 04.1
 GX0616;UTM  17      - 4,133,450.043   519,383.887   MT  0.99960463   +0 07 58.0
 GX0616
 GX0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0616!SPC VA S     -   0.99992639  x   0.99994546  =   0.99987185
 GX0616!UTM  17      -   0.99992639  x   0.99960463  =   0.99953105
 GX0616
 GX0616:                Primary Azimuth Mark                     Grid Az
 GX0616:SPC VA S     -  PEARIS                                   120 34 13.4
 GX0616:UTM  17      -  PEARIS                                   119 03 11.3
 GX0616
 GX0616|---------------------------------------------------------------------|
 GX0616| PID    Reference Object                     Distance      Geod. Az  |
 GX0616|                                                           dddmmss.s |
 GX0616| GX3320 PEARIS                              APPROX. 4.1 KM 1191109.3 |
 GX0616| GX0617 CELANESE RM 1                         9.229 METERS 30846     |
 GX0616|---------------------------------------------------------------------|
 GX0616
 GX0616                          SUPERSEDED SURVEY CONTROL
 GX0616
 GX0616  NAD 83(1993)-  37 20 51.15866(N)    080 46 52.12077(W) AD(       ) 2
 GX0616  NAD 83(1986)-  37 20 51.16016(N)    080 46 52.12525(W) AD(       ) 2
 GX0616  NAD 27      -  37 20 50.72160(N)    080 46 52.85889(W) AD(       ) 2
 GX0616  NGVD 29 (??/??/92)  500.645  (m)         1642.53   (f) ADJ UNCH    2 0
 GX0616
 GX0616.Superseded values are not recommended for survey control.
 GX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0616.See file dsdata.txt to determine how the superseded data were derived.
 GX0616
 GX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB1938433450(NAD 83)
 GX0616_MARKER: DS = TRIANGULATION STATION DISK
 GX0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0616_STAMPING: CELANESE 1964
 GX0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0616+STABILITY: SURFACE MOTION
 GX0616
 GX0616  HISTORY     - Date     Condition        Report By
 GX0616  HISTORY     - 1964     MONUMENTED       CGS
 GX0616  HISTORY     - 1964     GOOD             CGS
 GX0616
 GX0616                          STATION DESCRIPTION
 GX0616
 GX0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX0616'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF PEARISBURG,
 GX0616'2.5 MILES NORTHEAST OF NARROWS AND ON A HIGH CUT BANK ON THE
 GX0616'NORTH RIGHT OF WAY OF U.S. HIGHWAY 460.
 GX0616'
 GX0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GX0616'AND STATE HIGHWAY 100 AT THE COURTHOUSE IN PEARISBURG, GO WEST
 GX0616'ON U.S. HIGHWAY 460 FOR 1.8 MILES TO THE ENTRANCE TO THE
 GX0616'CELANESE PLANT, CONTINUE WEST ON U.S. HIGHWAY 460 FOR 1.5
 GX0616'MILES TO THE STATION ON THE RIGHT.  THE STATION IS ABOUT 50
 GX0616'FEET HIGHER THAN THE ROAD.
 GX0616'
 GX0616'THE STATION MARK IS 37.0 FEET NORTHEAST OF A CONCRETE RIGHT
 GX0616'OF WAY MARKER, 14.0 FEET NORTH OF EDGE OF BANK AND 4.6 FEET
 GX0616'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GX0616'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 GX0616'FLUSH WITH THE GROUND AND STAMPED CELANESE 1964.
 GX0616'
 GX0616'REFERENCE MARK NO. 1 IS 37.0 FEET NORTH OF A CONCRETE RIGHT
 GX0616'OF WAY MARKER, 29.9 FEET NORTHWEST OF A METAL WITNESS POST
 GX0616'AND 13.0 FEET NORTHWEST OF A 12-INCH POPULAR TREE.  THE MARK IS
 GX0616'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 GX0616'PROJECTS 18 INCHES ON THE SOUTH SIDE AND STAMPED CELANESE NO
 GX0616'1 1964.
 GX0616'
 GX0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GX0616
 GX0616                          STATION RECOVERY (1964)
 GX0616
 GX0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GX0616'1.8 MI E FROM NARROWS.
 GX0616'1.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE EAST END OF THE
 GX0616'BRIDGE OVER NEW RIVER IN NARROWS TO THE MARK SET IN THE TOP
 GX0616'OF A CONCRETE POST, FLUSH, ON A HIGH CUT IN THE HIGHWAY.  37 FEET
 GX0616'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 14 FEET NORTH OF
 GX0616'THE EDGE OF THE CUT, 4.6 FEET NORTHEAST OF A METAL WITNESS SIGN,
 GX0616'30.3 FEET SOUTHEAST OF THE RM, 35 FEET ABOVE THE LEVEL OF THE
 GX0616'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0617 ***********************************************************************
 GX0617  DESIGNATION -  CELANESE RM 1
 GX0617  PID         -  GX0617
 GX0617  STATE/COUNTY-  VA/GILES
 GX0617  USGS QUAD   -  NARROWS (1985)
 GX0617
 GX0617                         *CURRENT SURVEY CONTROL
 GX0617  ___________________________________________________________________
 GX0617* NAD 83(1986)-  37 20 50.     (N)    080 46 51.     (W)     SCALED    
 GX0617* NAVD 88     -       503.980  (meters)    1653.47   (feet)  ADJUSTED  
 GX0617  ___________________________________________________________________
 GX0617  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GX0617  DYNAMIC HT  -         503.548 (meters)    1652.06  (feet)  COMP
 GX0617  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 GX0617
 GX0617  VERT ORDER  -  SECOND    CLASS 0
 GX0617
 GX0617.The horizontal coordinates were scaled from a topographic map and have
 GX0617.an estimated accuracy of +/- 6 seconds.
 GX0617
 GX0617.The orthometric height was determined by differential leveling
 GX0617.and adjusted by the National Geodetic Survey in June 1991..
 GX0617
 GX0617.The geoid height was determined by GEOID03.
 GX0617
 GX0617.The dynamic height is computed by dividing the NAVD 88
 GX0617.geopotential number by the normal gravity value computed on the
 GX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0617.degrees latitude (g = 980.6199 gals.).
 GX0617
 GX0617.The modeled gravity was interpolated from observed gravity values.
 GX0617
 GX0617;                    North         East    Units  Estimated Accuracy
 GX0617;SPC VA S     - 1,114,960.    3,297,940.      MT  (+/- 180 meters Scaled)
 GX0617
 GX0617                          SUPERSEDED SURVEY CONTROL
 GX0617
 GX0617  NGVD 29 (??/??/92)  504.117  (m)         1653.92   (f) ADJ UNCH    2 0
 GX0617
 GX0617.Superseded values are not recommended for survey control.
 GX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0617.See file dsdata.txt to determine how the superseded data were derived.
 GX0617
 GX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB194334(NAD 83)
 GX0617_MARKER: DR = REFERENCE MARK DISK
 GX0617_SETTING: 80 = SET IN A BOULDER
 GX0617_SP_SET: BOULDER
 GX0617_STAMPING: CELANESE NO 1 1964
 GX0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0617+STABILITY: SURFACE MOTION
 GX0617
 GX0617  HISTORY     - Date     Condition        Report By
 GX0617  HISTORY     - 1964     MONUMENTED       CGS
 GX0617
 GX0617                          STATION DESCRIPTION
 GX0617
 GX0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0617'1.8 MI E FROM NARROWS.
 GX0617'AT THE CELANESE STATION SITE-- 30.3 FEET NORTHWEST OF THE STATION,
 GX0617'37 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 29.9 FEET
 GX0617'OF A METAL WITNESS SIGN, 13 FEET NORTHWEST OF A 12 INCH POPULAR
 GX0617'TREE, 10 FEET HIGHER THAN THE STATION, SET IN THE TOP OF A
 GX0617'BOULDER PROJECTING 18 INCHES.  NOTE-- FOR DESCR. SEE STATION
 GX0617'CELANESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2135 ***********************************************************************
 GW2135  DESIGNATION -  CELLAR
 GW2135  PID         -  GW2135
 GW2135  STATE/COUNTY-  VA/AUGUSTA
 GW2135  USGS QUAD   -  BIG LEVELS (1982)
 GW2135
 GW2135                         *CURRENT SURVEY CONTROL
 GW2135  ___________________________________________________________________
 GW2135* NAD 83(1993)-  37 56 34.37527(N)    079 06 46.12920(W)     ADJUSTED  
 GW2135* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 GW2135  ___________________________________________________________________
 GW2135  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GW2135  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2135
 GW2135  HORZ ORDER  -  SECOND
 GW2135
 GW2135.The horizontal coordinates were established by classical geodetic methods
 GW2135.and adjusted by the National Geodetic Survey in November 1994..
 GW2135
 GW2135.The orthometric height was scaled from a topographic map.
 GW2135
 GW2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2135
 GW2135.The geoid height was determined by GEOID03.
 GW2135
 GW2135;                    North         East     Units Scale Factor Converg.
 GW2135;SPC VA N     - 2,030,839.209 3,446,132.821   MT  1.00001719   -0 22 56.9
 GW2135;SPC VA N     - 6,662,844.97 11,306,187.43   sFT  1.00001719   -0 22 56.9
 GW2135;SPC VA S     - 1,178,800.456 3,446,133.954   MT  0.99999575   -0 22 19.0
 GW2135;SPC VA S     - 3,867,447.83 11,306,191.15   sFT  0.99999575   -0 22 19.0
 GW2135;UTM  17      - 4,201,157.231   665,825.733   MT  0.99993869   +1 09 38.3
 GW2135
 GW2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2135!SPC VA N     -   0.99982992  x   1.00001719  =   0.99984710
 GW2135!SPC VA S     -   0.99982992  x   0.99999575  =   0.99982567
 GW2135!UTM  17      -   0.99982992  x   0.99993869  =   0.99976862
 GW2135
 GW2135:                Primary Azimuth Mark                     Grid Az
 GW2135:SPC VA N     -  BALD MOUNTAIN LOOKOUT TOWER              123 33 13.5
 GW2135:SPC VA S     -  BALD MOUNTAIN LOOKOUT TOWER              123 32 35.6
 GW2135:UTM  17      -  BALD MOUNTAIN LOOKOUT TOWER              122 00 38.3
 GW2135
 GW2135|---------------------------------------------------------------------|
 GW2135| PID    Reference Object                     Distance      Geod. Az  |
 GW2135|                                                           dddmmss.s |
 GW2135| GW2132 BALD MOUNTAIN LOOKOUT TOWER         APPROX. 5.2 KM 1231016.6 |
 GW2135| GW2134 CELLAR USGS 1957                      0.932 METERS 21904     |
 GW2135| DC3961 CELLAR RM 2                           3.317 METERS 27318     |
 GW2135| DC3960 CELLAR RM 1                           5.346 METERS 35023     |
 GW2135|---------------------------------------------------------------------|
 GW2135
 GW2135                          SUPERSEDED SURVEY CONTROL
 GW2135
 GW2135  NAD 83(1986)-  37 56 34.37093(N)    079 06 46.13819(W) AD(       ) 2
 GW2135  NAD 27      -  37 56 33.88230(N)    079 06 47.04750(W) AD(       ) 2
 GW2135
 GW2135.Superseded values are not recommended for survey control.
 GW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2135.See file dsdata.txt to determine how the superseded data were derived.
 GW2135
 GW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6582601157(NAD 83)
 GW2135_MARKER: DS = TRIANGULATION STATION DISK
 GW2135_SETTING: 66 = SET IN ROCK OUTCROP
 GW2135
 GW2135  HISTORY     - Date     Condition        Report By
 GW2135  HISTORY     - 1957     MONUMENTED       CGS
 GW2135
 GW2135                          STATION DESCRIPTION
 GW2135
 GW2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2135'THE STATION IS LOCATED ON A PROMINENT HIGH WOODED PEAK THAT
 GW2135'IS IN THE BIG LEVELS GAME REFUGE, ABOUT 5 MILES NORTHEAST
 GW2135'OF STEELS TAVERN AND 5 MILES SOUTHEAST OF GREENVILLE.  THE
 GW2135'STATION MARK, STAMPED CELLAR 1957, IS SET IN A DRILL HOLE
 GW2135'IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 GW2135'
 GW2135'REFERENCE MARK NO. 1, STAMPED CELLAR NO 1 1957, IS ABOUT
 GW2135'4 FEET LOWER THAN THE STATION, SET IN A DRILL HOLE IN OUTCROPPING
 GW2135'BEDROCK THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 GW2135'
 GW2135'REFERENCE MARK NO. 2, STAMPED CELLAR NO 2 1957, IS SET IN
 GW2135'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2
 GW2135'FEET ABOVE THE GROUND.
 GW2135'
 GW2135'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY
 GW2135'56 AT STEELS TAVERN--GO EASTERLY ON STATE HIGHWAY 56 FOR
 GW2135'1.0 MILE TO A SIDE ROAD LEFT JUST AFTER CROSSING SOUTH RIVER
 GW2135'BRIDGE AND A CHURCH ON LEFT, TURN LEFT AND GO NORTHERLY
 GW2135'ON COUNTY ROUTE 608 FOR 3.3 MILES TO A SIDE ROAD RIGHT AND
 GW2135'SIGN READING GEORGE WASHINGTON NATIONAL FOREST.  TURN RIGHT
 GW2135'AND GO SOUTHEAST FOR 0.65 MILE TO A FORK, TAKE LEFT FORK
 GW2135'AND GO NORTHEAST ON GRAVEL ROAD FOR 1.15 MILE TO A DIM TRACK
 GW2135'ROAD ON RIGHT AND SIGN ST. MARYS RIVER 4 AND END OF TRUCK
 GW2135'TRAVEL.  FROM HERE FOLLOW TRACK ROAD FOR ABOUT 0.4 MILE TO
 GW2135'A SPRING, THEN FOLLOW FIRE TRAIL SOUTHEASTERLY UP HILL FOR
 GW2135'ABOUT 45 MINUTES TO TOP OF RIDGE, THEN ALONG RIDGE FOR
 GW2135'ABOUT 0.4 MILE TO WHERE TRAIL LEAVES RIDGE AT A FLAT AREA
 GW2135'WITH SEVERAL LARGE OAK TREES.  HERE BEAR LEFT THROUGH
 GW2135'HEAVY UNDER BRUSH FOR ABOUT 0.2 MILE TO HIGHEST POINT OF
 GW2135'RIDGE AND STATION.
 GW2135'
 GW2135'CELLAR (USGS) IS A DRILL HOLE SURROUNDED BY A CHISELED TRIANGLE
 GW2135'IN ROCK OUTCROP, AND 3.06 FEET SOUTHWEST OF STATION.
 GW2135'
 GW2135'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5664 ***********************************************************************
 GV5664  DESIGNATION -  CELLAR
 GV5664  PID         -  GV5664
 GV5664  STATE/COUNTY-  VA/NOTTOWAY
 GV5664  USGS QUAD   -  WELLVILLE (1981)
 GV5664
 GV5664                         *CURRENT SURVEY CONTROL
 GV5664  ___________________________________________________________________
 GV5664* NAD 83(1993)-  37 10 13.11168(N)    077 58 15.39169(W)     ADJUSTED  
 GV5664* NAVD 88     -       104.1    (meters)     342.     (feet)  VERTCON   
 GV5664  ___________________________________________________________________
 GV5664  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GV5664  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 GV5664
 GV5664  HORZ ORDER  -  THIRD
 GV5664
 GV5664.The horizontal coordinates were established by classical geodetic methods
 GV5664.and adjusted by the National Geodetic Survey in September 1995..
 GV5664
 GV5664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5664
 GV5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5664
 GV5664.The geoid height was determined by GEOID03.
 GV5664
 GV5664;                    North         East     Units Scale Factor Converg.
 GV5664;SPC VA S     - 1,093,014.406 3,546,984.551   MT  0.99995129   +0 19 16.0
 GV5664;SPC VA S     - 3,585,998.10 11,637,065.15   sFT  0.99995129   +0 19 16.0
 GV5664;UTM  18      - 4,117,899.680   236,215.800   MT  1.00045725   -1 47 45.7
 GV5664;UTM  17      - 4,118,063.108   768,945.478   MT  1.00049112   +1 49 52.4
 GV5664
 GV5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5664!SPC VA S     -   0.99998869  x   0.99995129  =   0.99993998
 GV5664!UTM  18      -   0.99998869  x   1.00045725  =   1.00044593
 GV5664!UTM  17      -   0.99998869  x   1.00049112  =   1.00047980
 GV5664
 GV5664|---------------------------------------------------------------------|
 GV5664| PID    Reference Object                     Distance      Geod. Az  |
 GV5664|                                                           dddmmss.s |
 GV5664| DC5229 CELLAR RM 1                          22.321 METERS 10250     |
 GV5664| DC5230 CELLAR RM 2                          24.970 METERS 21538     |
 GV5664| DC5231 CELLAR RM 3                          49.253 METERS 22012     |
 GV5664| DC5228 CELLAR AZ MK                                       3490844.8 |
 GV5664|---------------------------------------------------------------------|
 GV5664
 GV5664                          SUPERSEDED SURVEY CONTROL
 GV5664
 GV5664  NAD 83(1993)-  37 10 13.14662(N)    077 58 15.40784(W) AD(       ) 3
 GV5664  NAD 83(1986)-  37 10 13.11862(N)    077 58 15.40784(W) AD(       ) 3
 GV5664  NAD 27      -  37 10 12.56398(N)    077 58 16.39012(W) AD(       ) 3
 GV5664  NGVD 29 (07/19/86)  104.4    (m)          343.     (f) VERT ANG       
 GV5664
 GV5664.Superseded values are not recommended for survey control.
 GV5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5664.See file dsdata.txt to determine how the superseded data were derived.
 GV5664
 GV5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3621617900(NAD 83)
 GV5664_MARKER: DS = TRIANGULATION STATION DISK
 GV5664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5664+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV5664
 GV5664  HISTORY     - Date     Condition        Report By
 GV5664  HISTORY     - 1942     MONUMENTED       CGS
 GV5664  HISTORY     - 1950     GOOD             CGS
 GV5664  HISTORY     - 1961     GOOD             CGS
 GV5664  HISTORY     - 1965     GOOD             CGS
 GV5664  HISTORY     - 19960105 GOOD             USPSQD
 GV5664  HISTORY     - 20001207 GOOD             USPSQD
 GV5664  HISTORY     - 20010331 GOOD             NGS
 GV5664  HISTORY     - 20060112 GOOD             USPSQD
 GV5664
 GV5664                          STATION DESCRIPTION
 GV5664
 GV5664'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5664'STATION IS LOCATED ABOUT 6-1/2 MILES N OF BLACKSTONE, ABOUT
 GV5664'4 MILES NW OF WELVILLE.  ON LAND OWNED BY MR. H.T. COLEMAN.
 GV5664'
 GV5664'SURFACE MARK IS A STANDARD DISK, STAMPED CELLAR 1942, SET
 GV5664'IN A SQUARE BLOCK OF CONCRETE.  PROJECTING ABOUT 2 INCHES
 GV5664'ABOVE THE GROUND.
 GV5664'
 GV5664'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 GV5664'
 GV5664'STATION IS ABOUT 40 FEET E OF THE CENTER OF COUNTY ROAD
 GV5664'609, AND 141.5 FEET W OF THE NW CORNER OF MR. COLEMANS HOUSE.
 GV5664'
 GV5664'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CELLAR
 GV5664'NO. 1 1942, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING
 GV5664'ABOUT 2 INCHES ABOVE THE GROUND, 35 FEET NE OF THE LARGER
 GV5664'OF 2 OAK TREES IN FRONT OF MR. COLEMANS HOUSE AND 20 FEET
 GV5664'E OF A WELL.
 GV5664'
 GV5664'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CELLAR NO.
 GV5664'2 1942, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING 6 INCHES
 GV5664'ABOVE THE GROUND.  15 FEET E OF THE CENTER LINE OF COUNTY
 GV5664'ROAD 609, AND 12 FEET S OF THE CENTER OF DRIVEWAY TO MR.
 GV5664'COLEMANS HOUSE.
 GV5664'
 GV5664'AZIMUTH MARK IS A STANDARD DISK, STAMPED CELLAR 1942, SET
 GV5664'IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES
 GV5664'ABOVE THE GROUND.  ABOUT 25 FEET E OF THE CENTER OF COUNTY
 GV5664'ROAD 609, ABOUT 4 FEET E OF THE N-AND-S FENCE.  AND ABOUT
 GV5664'5 FEET S OF E-AND-W FENCE.
 GV5664'
 GV5664'STATION IS REACHED FROM WILSON POST OFFICE ON U.S. HIGHWAY
 GV5664'460 BY GOING W ON HIGHWAY 460 FOR 5.8 MILES TO A PAVED ROAD,
 GV5664'COUNTY ROAD 609, GOING TO THE RIGHT AT J.R. HAMMACK SERVICE
 GV5664'STATION.  TURN RIGHT AND GO N ON COUNTY ROAD 609 FOR 2.6
 GV5664'MILES TO A FORKS.  THEN LEFT FORK ON COUNTY ROAD 609 FOR
 GV5664'1.85 MILES TO MR. COLEMANS 2-STORY WHITE HOUSE ON THE RIGHT
 GV5664'AND THE STATION.
 GV5664
 GV5664                          STATION RECOVERY (1950)
 GV5664
 GV5664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RES)
 GV5664'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION MARK IS
 GV5664'A BRONZE STATION DISK, SET IN CONCRETE PROJECTING ABOUT
 GV5664'1 IN. ABOVE THE GROUND, AND ABOUT LEVEL WITH ROAD W.
 GV5664
 GV5664                          STATION RECOVERY (1961)
 GV5664
 GV5664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5664'STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED
 GV5664'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED
 GV5664'WHEN A NEW STORE WAS BUILT.  THE AZIMUTH MARK WAS SEARCHED
 GV5664'FOR BUT NOT RECOVERED.  THE PROPERTY IS NOW OWNED BY MR.
 GV5664'J.T. CREWS.  NO NEW REFERENCE MARK WAS ESTABLISHED AT THIS
 GV5664'TIME AT THE REQUEST OF THE PROPERTY OWNER.
 GV5664
 GV5664                          STATION RECOVERY (1965)
 GV5664
 GV5664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5664'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 GV5664'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 GV5664'NO. 2 WAS NOT RECOVERED AND IT IS BELIEVED THAT THE MARK
 GV5664'HAS BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 GV5664'AT THIS TIME.  THE 1942 DESCRIPTION IS ADEQUATE.  FOLLOWING
 GV5664'ARE ADDITION REFERENCE MEASUREMENTS.
 GV5664'
 GV5664'THE STATION MARK IS 79.4 FEET NORTH OF THE NORTHWEST CORNER
 GV5664'OF A BLOCK BUILDING.
 GV5664'
 GV5664'REFERENCE MARK NO. 1 IS 68.2 FEET WEST OF THE NORTHWEST
 GV5664'CORNER OF A TWO STORY FRAME HOUSE.
 GV5664'
 GV5664'REFERENCE MARK NO. 3 IS 133 FEET NORTH OF THE JUNCTION OF
 GV5664'COUNTY ROUTES 606 AND 609, 17 FEET WEST OF THE APPROXIMATE
 GV5664'CENTER OF COUNTY ROUTE 609 AND 2 FEET NORTH OF TELEPHONE
 GV5664'AND POWER LINE POLE NO. 79.  IT IS A STANDARD DISK STAMPED
 GV5664'CELLAR NO 3 1942 SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GV5664'3 INCHES.
 GV5664'
 GV5664'THE AZIMUTH MARK IS 17 FEET WEST OF THE APPROXIMATE CENTER
 GV5664'OF COUNTY ROUTE 609, 1.0 FEET EAST OF A METAL WITNESS SIGN
 GV5664'AND 150 FEET SOUTHWEST OF A SMALL FRAME HOUSE.  THE FENCE
 GV5664'LINES USED AS REFERENCE MEASUREMENTS IN 1942 HAVE BEEN REMOVED.
 GV5664'
 GV5664'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 GV5664
 GV5664                          STATION RECOVERY (1996)
 GV5664
 GV5664'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5664'RECOVERED IN GOOD CONDITION.
 GV5664
 GV5664                          STATION RECOVERY (2000)
 GV5664
 GV5664'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5664'STATION AND RM3 FOUND RM 1, 2 AND AZ NOT FOUND.
 GV5664
 GV5664                          STATION RECOVERY (2001)
 GV5664
 GV5664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5664'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5664
 GV5664                          STATION RECOVERY (2006)
 GV5664
 GV5664'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV5664'STATION AND RM1 AND 3 FOUND IN GOOD CONDITION.
 GV5664'RM2 AND AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2134 ***********************************************************************
 GW2134  DESIGNATION -  CELLAR USGS 1957
 GW2134  PID         -  GW2134
 GW2134  STATE/COUNTY-  VA/AUGUSTA
 GW2134  USGS QUAD   -  BIG LEVELS (1982)
 GW2134
 GW2134                         *CURRENT SURVEY CONTROL
 GW2134  ___________________________________________________________________
 GW2134* NAD 83(1993)-  37 56 34.35180(N)    079 06 46.15326(W)     ADJUSTED  
 GW2134* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 GW2134  ___________________________________________________________________
 GW2134  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 GW2134  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW2134
 GW2134  HORZ ORDER  -  SECOND
 GW2134
 GW2134.The horizontal coordinates were established by classical geodetic methods
 GW2134.and adjusted by the National Geodetic Survey in November 1994..
 GW2134
 GW2134.The orthometric height was scaled from a topographic map.
 GW2134
 GW2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2134
 GW2134.The geoid height was determined by GEOID03.
 GW2134
 GW2134;                    North         East     Units Scale Factor Converg.
 GW2134;SPC VA N     - 2,030,838.490 3,446,132.228   MT  1.00001720   -0 22 56.9
 GW2134;SPC VA N     - 6,662,842.61 11,306,185.48   sFT  1.00001720   -0 22 56.9
 GW2134;SPC VA S     - 1,178,799.736 3,446,133.362   MT  0.99999574   -0 22 19.0
 GW2134;SPC VA S     - 3,867,445.47 11,306,189.21   sFT  0.99999574   -0 22 19.0
 GW2134;UTM  17      - 4,201,156.496   665,825.160   MT  0.99993869   +1 09 38.3
 GW2134
 GW2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2134!SPC VA N     -   0.99982992  x   1.00001720  =   0.99984711
 GW2134!SPC VA S     -   0.99982992  x   0.99999574  =   0.99982566
 GW2134!UTM  17      -   0.99982992  x   0.99993869  =   0.99976862
 GW2134
 GW2134                          SUPERSEDED SURVEY CONTROL
 GW2134
 GW2134  NAD 83(1986)-  37 56 34.34746(N)    079 06 46.16225(W) AD(       ) 2
 GW2134  NAD 27      -  37 56 33.85880(N)    079 06 47.07150(W) AD(       ) 2
 GW2134
 GW2134.Superseded values are not recommended for survey control.
 GW2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2134.See file dsdata.txt to determine how the superseded data were derived.
 GW2134
 GW2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6582501156(NAD 83)
 GW2134_MARKER: H = DRILL HOLE
 GW2134_SETTING: 66 = SET IN ROCK OUTCROP
 GW2134_SP_SET: SET IN ROCK OUTCROP
 GW2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2134+STABILITY: POSITION/ELEVATION WELL
 GW2134
 GW2134  HISTORY     - Date     Condition        Report By
 GW2134  HISTORY     - 1957     MONUMENTED       CGS
 GW2134
 GW2134                          STATION DESCRIPTION
 GW2134
 GW2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GW2134'THE STATION IS LOCATED ON A PROMINENT HIGH WOODED PEAK THAT
 GW2134'IS IN THE BIG LEVELS GAME REFUGE, ABOUT 5 MILES NORTHEAST
 GW2134'OF STEELS TAVERN AND 5 MILES SOUTHEAST OF GREENVILLE.
 GW2134'
 GW2134'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY
 GW2134'56 AT STEELS TAVERN--GO EASTERLY ON STATE HIGHWAY 56 FOR
 GW2134'1.0 MILE TO A SIDE ROAD LEFT JUST AFTER CROSSING SOUTH RIVER
 GW2134'BRIDGE AND A CHURCH ON LEFT, TURN LEFT AND GO NORTHERLY
 GW2134'ON COUNTY ROUTE 608 FOR 3.3 MILES TO A SIDE ROAD RIGHT AND
 GW2134'SIGN READING GEORGE WASHINGTON NATIONAL FOREST.  TURN RIGHT
 GW2134'AND GO SOUTHEAST FOR 0.65 MILE TO A FORK, TAKE LEFT FORK
 GW2134'AND GO NORTHEAST ON GRAVEL ROAD FOR 1.15 MILE TO A DIM TRACK
 GW2134'ROAD ON RIGHT AND SIGN ST. MARYS RIVER 4 AND END OF TRUCK
 GW2134'TRAVEL.  FROM HERE FOLLOW TRACK ROAD FOR ABOUT 0.4 MILE TO
 GW2134'A SPRING, THEN FOLLOW FIRE TRAIL SOUTHEASTERLY UP HILL FOR
 GW2134'ABOUT 45 MINUTES TO TOP OF RIDGE, THEN ALONG RIDGE FOR
 GW2134'ABOUT 0.4 MILE TO WHERE TRAIL LEAVES RIDGE AT A FLAT AREA
 GW2134'WITH SEVERAL LARGE OAK TREES.  HERE BEAR LEFT THROUGH
 GW2134'HEAVY UNDER BRUSH FOR ABOUT 0.2 MILE TO HIGHEST POINT OF
 GW2134'RIDGE AND STATION CELLAR.
 GW2134'
 GW2134'CELLAR (USGS) IS A DRILL HOLE SURROUNDED BY A CHISELED TRIANGLE
 GW2134'IN ROCK OUTCROP, AND 3.06 FEET SOUTHWEST OF STATION CELLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3440 ***********************************************************************
 GA3440  DESIGNATION -  CEMENT
 GA3440  PID         -  GA3440
 GA3440  STATE/COUNTY-  VA/SCOTT
 GA3440  USGS QUAD   -  CLINCHPORT (1988)
 GA3440
 GA3440                         *CURRENT SURVEY CONTROL
 GA3440  ___________________________________________________________________
 GA3440* NAD 83(1993)-  36 38 42.20375(N)    082 43 28.27885(W)     ADJUSTED  
 GA3440* NAVD 88     -       499.0    (meters)    1637.     (feet)  VERTCON   
 GA3440  ___________________________________________________________________
 GA3440  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GA3440  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 GA3440
 GA3440  HORZ ORDER  -  SECOND
 GA3440
 GA3440.The horizontal coordinates were established by classical geodetic methods
 GA3440.and adjusted by the National Geodetic Survey in December 1995..
 GA3440
 GA3440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3440
 GA3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3440
 GA3440.The geoid height was determined by GEOID03.
 GA3440
 GA3440;                    North         East     Units Scale Factor Converg.
 GA3440;SPC VA S     - 1,043,044.911 3,122,344.502   MT  1.00002430   -2 33 50.3
 GA3440;SPC VA S     - 3,422,056.51 10,243,891.92   sFT  1.00002430   -2 33 50.3
 GA3440;UTM  17      - 4,056,883.454   345,841.795   MT  0.99989279   -1 01 46.2
 GA3440
 GA3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3440!SPC VA S     -   0.99992658  x   1.00002430  =   0.99995088
 GA3440!UTM  17      -   0.99992658  x   0.99989279  =   0.99981938
 GA3440
 GA3440:                Primary Azimuth Mark                     Grid Az
 GA3440:SPC VA S     -  WOLFE                                    242 50 21.3
 GA3440:UTM  17      -  WOLFE                                    241 18 17.2
 GA3440
 GA3440|---------------------------------------------------------------------|
 GA3440| PID    Reference Object                     Distance      Geod. Az  |
 GA3440|                                                           dddmmss.s |
 GA3440| GA3447 WOLFE                               APPROX. 2.4 KM 2401631.0 |
 GA3440| DB8984 CEMENT RM 1                           9.016 METERS 27755     |
 GA3440|---------------------------------------------------------------------|
 GA3440
 GA3440                          SUPERSEDED SURVEY CONTROL
 GA3440
 GA3440  NAD 83(1993)-  36 38 42.20631(N)    082 43 28.28642(W) AD(       ) 2
 GA3440  NAD 83(1986)-  36 38 42.20971(N)    082 43 28.28414(W) AD(       ) 2
 GA3440  NAD 27      -  36 38 41.85528(N)    082 43 28.71132(W) AD(       ) 2
 GA3440  NGVD 29 (07/19/86)  499.1    (m)         1637.     (f) VERT ANG       
 GA3440
 GA3440.Superseded values are not recommended for survey control.
 GA3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3440.See file dsdata.txt to determine how the superseded data were derived.
 GA3440
 GA3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4584256883(NAD 83)
 GA3440_MARKER: DE = TRAVERSE STATION DISK
 GA3440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3440
 GA3440  HISTORY     - Date     Condition        Report By
 GA3440  HISTORY     - 1964     MONUMENTED       CGS
 GA3440
 GA3440                          STATION DESCRIPTION
 GA3440
 GA3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3440'THE STATION IS LOCATED ON THE PROPERTY OF PENN DIXIE CEMENT
 GA3440'CORPORATION ABOUT 8 MILES WEST OF GATE CITY, 1 MILE NORTHEAST
 GA3440'OF SPEERS FERRY AND 0.25 MILE NORTH OF U.S. HIGHWAY 23.
 GA3440'
 GA3440'TO REACH THE STATION FROM THE COURTHOUSE IN GATE CITY, GO
 GA3440'WEST ON U.S. HIGHWAY 23 FOR 6.0 MILES TO THE JUNCTION OF
 GA3440'COUNTY ROAD 643, CONTINUE ON U.S. HIGHWAY 23 FOR 1.6 MILES
 GA3440'TO A FARM ROAD ON THE RIGHT, JUST AFTER PASSING W.H. LEES
 GA3440'STORE, TURN RIGHT AND GO ABOUT 100 FEET TO A FORK, KEEP
 GA3440'RIGHT AND GO 0.2 MILE TO A FARM HOUSE, PASS AROUND THE EAST
 GA3440'SIDE OF THE HOUSE AND FOLLOW THE ROUGH ROCKY ROAD UP HILL
 GA3440'FOR 0.1 MILE TO A BARN ON THE RIGHT, CONTINUE ON THE ROAD
 GA3440'FOR 0.2 MILE TO A FORK, KEEP LEFT ON A DIM TRACK ROAD FOR
 GA3440'0.3 MILE TO THE STATION ON THE RIGHT.
 GA3440'
 GA3440'THE STATION MARK IS 81 FEET NORTH OF THE APPROXIMATE CENTER
 GA3440'OF THE TRACK ROAD, 69 FEET SOUTH OF A WIRE FENCE AND POWER
 GA3440'LINE POLE NO. 4069, 6.0 FEET SOUTHEAST OF A METAL WITNESS
 GA3440'SIGN AND SET ON THE SOUTH SLOPE OF HILL UNDER THE POWER
 GA3440'LINES.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE FLUSH
 GA3440'CONCRETE MONUMENT AND IS STAMPED CEMENT 1964.
 GA3440'
 GA3440'REFERENCE MARK NO. 1 IS 90 FEET NORTH OF THE APPROXIMATE
 GA3440'CENTER OF THE TRACK ROAD, 79 FEET SOUTHWEST OF A WIRE FENCE
 GA3440'AND POWER LINE POLE NO. 4069 AND 23.8 FEET WEST OF A METAL
 GA3440'WITNESS SIGN.  IT IS A STANDARD DISK SET IN A SQUARE FLUSH
 GA3440'CONCRETE MONUMENT AND IS STAMPED CEMENT NO 1 1964.
 GA3440'
 GA3440'TRAVERSE STATION WOLFE WILL SERVE AS THE AZIMUTH.
 GA3440'
 GA3440'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3827 ***********************************************************************
 GV3827  DESIGNATION -  CEMENT 1931
 GV3827  PID         -  GV3827
 GV3827  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3827  USGS QUAD   -  HEATHSVILLE (1992)
 GV3827
 GV3827                         *CURRENT SURVEY CONTROL
 GV3827  ___________________________________________________________________
 GV3827* NAD 83(1993)-  37 59 44.53479(N)    076 27 46.66848(W)     ADJUSTED  
 GV3827* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3827  ___________________________________________________________________
 GV3827  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 GV3827  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 GV3827
 GV3827  HORZ ORDER  -  THIRD
 GV3827
 GV3827.The horizontal coordinates were established by classical geodetic methods
 GV3827.and adjusted by the National Geodetic Survey in November 1994..
 GV3827
 GV3827.The orthometric height was scaled from a topographic map.
 GV3827
 GV3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3827
 GV3827.The geoid height was determined by GEOID03.
 GV3827
 GV3827;                    North         East     Units Scale Factor Converg.
 GV3827;SPC VA S     - 1,186,419.053 3,678,915.455   MT  1.00000543   +1 14 10.8
 GV3827;SPC VA S     - 3,892,443.18 12,069,908.46   sFT  1.00000543   +1 14 10.8
 GV3827;SPC VA N     - 2,038,507.600 3,678,914.912   MT  1.00000685   +1 16 16.9
 GV3827;SPC VA N     - 6,688,003.68 12,069,906.67   sFT  1.00000685   +1 16 16.9
 GV3827;UTM  18      - 4,206,348.067   371,544.810   MT  0.99980323   -0 54 02.6
 GV3827
 GV3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3827!SPC VA S     -   1.00000551  x   1.00000543  =   1.00001094
 GV3827!SPC VA N     -   1.00000551  x   1.00000685  =   1.00001236
 GV3827!UTM  18      -   1.00000551  x   0.99980323  =   0.99980874
 GV3827
 GV3827:                Primary Azimuth Mark                     Grid Az
 GV3827:SPC VA S     -  LEWIS 1931                               159 39 25.9
 GV3827:SPC VA N     -  LEWIS 1931                               159 37 19.8
 GV3827:UTM  18      -  LEWIS 1931                               161 47 39.3
 GV3827
 GV3827|---------------------------------------------------------------------|
 GV3827| PID    Reference Object                     Distance      Geod. Az  |
 GV3827|                                                           dddmmss.s |
 GV3827| GV3852 LEWIS 1931                          APPROX. 1.1 KM 1605336.7 |
 GV3827|---------------------------------------------------------------------|
 GV3827
 GV3827                          SUPERSEDED SURVEY CONTROL
 GV3827
 GV3827  NAD 83(1993)-  37 59 44.53309(N)    076 27 46.67071(W) AD(       ) 3
 GV3827  NAD 83(1986)-  37 59 44.53597(N)    076 27 46.68434(W) AD(       ) 3
 GV3827  NAD 27      -  37 59 44.07200(N)    076 27 47.84300(W) AD(       ) 3
 GV3827
 GV3827.Superseded values are not recommended for survey control.
 GV3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3827.See file dsdata.txt to determine how the superseded data were derived.
 GV3827
 GV3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7154506348(NAD 83)
 GV3827_MARKER: I = METAL ROD
 GV3827_SETTING: 0 = UNSPECIFIED SETTING
 GV3827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3827
 GV3827  HISTORY     - Date     Condition        Report By
 GV3827  HISTORY     - 1931     MONUMENTED       VACF
 GV3827  HISTORY     - 1942     GOOD             CGS
 GV3827  HISTORY     - 1959     GOOD             CGS
 GV3827  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 GV3827  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV3827
 GV3827                          STATION DESCRIPTION
 GV3827
 GV3827'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3827'STATION IS ON THE SOUTHERN SIDE OF LEWISETTA POINT ABOUT
 GV3827'HALF-WAY BETWEEN THE CEMENT FACTORY AT THE END OF THE POINT AND
 GV3827'THE FIRST WHARF, 6 YARDS FROM MEAN HIGH WATER.  MARKED BY A 4-FOOT
 GV3827'SECTION OF 1-INCH GALVANIZED-IRON PIPE SURROUNDED BY A BLOCK
 GV3827'OF CONCRETE UNDER THE SURFACE OF THE SAND.
 GV3827'
 GV3827'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3827
 GV3827                          STATION RECOVERY (1942)
 GV3827
 GV3827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV3827'THE STATION WAS RECOVERED AS DESCRIBED BUT FOR THE FOLLOWING
 GV3827'EXCEPTIONS NOTED IN THE PUBLICATION DESCRIPTIONS OF TRIANGULATION
 GV3827'STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO PERSIMMON POINT,
 GV3827'VIRGINIA AND MARYLAND--
 GV3827'
 GV3827'(1) DELETE REFERENCES TO CEMENT FACTORY.  THIS BUILDING HAS
 GV3827'BEEN DESTROYED.
 GV3827'
 GV3827'(2) THE FIRST WHARF MENTIONED IN THE DESCRIPTION HAS BEEN
 GV3827'DESTROYED.
 GV3827
 GV3827                          STATION RECOVERY (1959)
 GV3827
 GV3827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 GV3827'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 GV3827'AND RECOVERY NOTE NOTE OF W.D.P. IN 1942 ARE ADEQUATE AND CORRECT.
 GV3827
 GV3827                          STATION RECOVERY (1994)
 GV3827
 GV3827'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3827'MARK NOT FOUND.
 GV3827
 GV3827                          STATION RECOVERY (2002)
 GV3827
 GV3827'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2317 ***********************************************************************
 FX2317  DESIGNATION -  CENTER
 FX2317  PID         -  FX2317
 FX2317  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2317  USGS QUAD   -  LITTLE CREEK (1989)
 FX2317
 FX2317                         *CURRENT SURVEY CONTROL
 FX2317  ___________________________________________________________________
 FX2317* NAD 83(1993)-  36 54 55.77601(N)    076 07 51.03842(W)     ADJUSTED  
 FX2317* NAVD 88     -         2.982  (meters)       9.78   (feet)  ADJUSTED  
 FX2317  ___________________________________________________________________
 FX2317  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FX2317  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FX2317  DYNAMIC HT  -           2.980 (meters)       9.78  (feet)  COMP
 FX2317  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 FX2317
 FX2317  HORZ ORDER  -  FIRST
 FX2317  VERT ORDER  -  SECOND    CLASS 0
 FX2317
 FX2317.The horizontal coordinates were established by classical geodetic methods
 FX2317.and adjusted by the National Geodetic Survey in September 1995..
 FX2317
 FX2317.The orthometric height was determined by differential leveling
 FX2317.and adjusted by the National Geodetic Survey in June 1991..
 FX2317
 FX2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2317
 FX2317.The geoid height was determined by GEOID03.
 FX2317
 FX2317.The dynamic height is computed by dividing the NAVD 88
 FX2317.geopotential number by the normal gravity value computed on the
 FX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2317.degrees latitude (g = 980.6199 gals.).
 FX2317
 FX2317.The modeled gravity was interpolated from observed gravity values.
 FX2317
 FX2317;                    North         East     Units Scale Factor Converg.
 FX2317;SPC VA S     - 1,067,253.682 3,711,088.525   MT  0.99997632   +1 26 16.4
 FX2317;SPC VA S     - 3,501,481.46 12,175,462.94   sFT  0.99997632   +1 26 16.4
 FX2317;UTM  18      - 4,086,094.953   399,268.867   MT  0.99972500   -0 40 45.4
 FX2317
 FX2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2317!SPC VA S     -   1.00000538  x   0.99997632  =   0.99998170
 FX2317!UTM  18      -   1.00000538  x   0.99972500  =   0.99973038
 FX2317
 FX2317:                Primary Azimuth Mark                     Grid Az
 FX2317:SPC VA S     -  CENTER AZ MK                             100 54 44.6
 FX2317:UTM  18      -  CENTER AZ MK                             103 01 46.4
 FX2317
 FX2317|---------------------------------------------------------------------|
 FX2317| PID    Reference Object                     Distance      Geod. Az  |
 FX2317|                                                           dddmmss.s |
 FX2317| FX0015 CENTER AZ MK                                       1022101.0 |
 FX2317| FX0016 CENTER RM 1                          53.020 METERS 25519     |
 FX2317| FX0017 CENTER RM 2                          57.366 METERS 32534     |
 FX2317|---------------------------------------------------------------------|
 FX2317
 FX2317                          SUPERSEDED SURVEY CONTROL
 FX2317
 FX2317  NAD 83(1986)-  36 54 55.78159(N)    076 07 51.07613(W) AD(       ) 1
 FX2317  NAD 27      -  36 54 55.25100(N)    076 07 52.30440(W) AD(       ) 1
 FX2317  NGVD 29 (??/??/92)    3.29   (m)           10.8    (f) COMPUTED    2 0
 FX2317
 FX2317.Superseded values are not recommended for survey control.
 FX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2317.See file dsdata.txt to determine how the superseded data were derived.
 FX2317
 FX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9926986095(NAD 83)
 FX2317_MARKER: DS = TRIANGULATION STATION DISK
 FX2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2317
 FX2317  HISTORY     - Date     Condition        Report By
 FX2317  HISTORY     - 1960     MONUMENTED       CGS
 FX2317  HISTORY     - 1962     GOOD             CGS
 FX2317  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FX2317  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FX2317  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX2317
 FX2317                          STATION DESCRIPTION
 FX2317
 FX2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CGS)
 FX2317'THE STATION IS LOCATED ON CHESAPEAKE BEACH, 216.6 FEET SOUTHEAST
 FX2317'OF THE SOUTHWEST CORNER OF A BRICK BUILDING NO. 400 PLEASANT
 FX2317'HOUSE ROAD IN BAYSIDE AND 0.5 MILE NORTH OF U.S. HIGHWAY 60.
 FX2317'
 FX2317'THE STATION IS 169 FEET EAST OF THE CENTER OF PLEASANT HOUSE
 FX2317'ROAD AND 149 FEET SOUTH OF THE SOUTH SIDE OF A SMALL WHITE
 FX2317'BUILDING.  IT IS A STANDARD DISK SET IN A 10-INCH SQUARE
 FX2317'CONCRETE POST, FLUSH, AND IS STAMPED CENTER 1960.
 FX2317'
 FX2317'REFERENCE MARK NO. 1 IS 137.3 FEET NORTHEAST OF THE NORTHEAST
 FX2317'CORNER OF A BRICK HOUSE NO. 2000 CENTER AVENUE, 74 FEET
 FX2317'SOUTHEAST OF A POWER LINE POLE, 20 FEET EAST OF A PLEASANT
 FX2317'HOUSE ROAD AND 1 FOOT EAST OF A CABLE FENCE.  IT IS A STANDARD
 FX2317'DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH, AND IS
 FX2317'STAMPED CENTER NO 1 1960.
 FX2317'
 FX2317'REFERENCE MARK NO. 2 IS 80.4 FEET SOUTHWEST OF THE SOUTHWEST
 FX2317'CORNER OF THE BRICK BUILDING NO. 400, 41 FEET SOUTHEAST
 FX2317'OF POWER LINE POLE NO. 232 AND 21 FEET EAST OF THE CENTER
 FX2317'OF PLEASANT HOUSE ROAD.  IT IS A STANDARD DISK SET IN A
 FX2317'10-INCH SQUARE CONCRETE POST, FLUSH, AND IS STAMPED CENTER
 FX2317'NO 2 1960.
 FX2317'
 FX2317'THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTER OF FENTRESS
 FX2317'AVENUE, 36.9 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 FX2317'NO. 400 FENTRESS AVENUE AND 15 FEET NORTH OF THE CENTER
 FX2317'OF BAUM AVENUE.  IT IS A STANDARD DISK SET IN A 10-INCH
 FX2317'SQUARE CONCRETE POST, FLUSH, AND IS STAMPED CENTER 1960.
 FX2317'
 FX2317'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 FX2317
 FX2317                          STATION RECOVERY (1962)
 FX2317
 FX2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX2317'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FX2317'STATION IS NOW IN THE CENTER OF THE APPROACH TO THE CHESPEAKE
 FX2317'BAY BRIDGE TUNNEL.  THE MARK IS PROTECTED AND MARKED BY
 FX2317'A 4 FOOT BY 5 FOOT CONCRETE TILE.  THIS MARK WILL BE DESTROYED
 FX2317'IN ABOUT A YEAR WHEN THE BRIDGE IS COMPLETED.  A 103 FOOT
 FX2317'STEEL TOWER NOW STANDS OVER THE MARK.
 FX2317
 FX2317                          STATION RECOVERY (1963)
 FX2317
 FX2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 FX2317'THE STATION WAS NOT RECOVERED, FOR IT IS NOW BURIED UNDER
 FX2317'APPROX. 10 FOOT OF PERMANENT FILL OF THE APPROACH ROAD TO
 FX2317'THE CHESAPEAKE BAY BRIDGE-TUNNEL
 FX2317'
 FX2317'THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 FX2317'IN GOOD CONDITION AS DESCRIBED.
 FX2317
 FX2317                          STATION RECOVERY (1963)
 FX2317
 FX2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EOH)
 FX2317'DESTROYED BY CONSTRUCTION.
 FX2317
 FX2317                          STATION RECOVERY (1972)
 FX2317
 FX2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FX2317'THE STATION HAS BEEN REPORTED AS DESTROYED BY EOH IN 1963.  RM 1
 FX2317'AND RM 2 WAS SEARCHED FOR BUT NOT RECOVERED THIS DATE.  THERE HAS
 FX2317'BEEN A LOT OF CHANGES AT THE DESCRIBED AREA AND MARKS WERE PROBABLY
 FX2317'DESTROYED.
 FX2317'
 FX2317'THE AZIMUTH MARK WAS RECOVERED AND IN GOOD CONDITION.  THE
 FX2317'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE AZIMUTH MARK.
 FX2317'
 FX2317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VIRGINIA BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3392 ***********************************************************************
 GX3392  DESIGNATION -  CENTER
 GX3392  PID         -  GX3392
 GX3392  STATE/COUNTY-  VA/BLAND
 GX3392  USGS QUAD   -  BIG BEND (1977)
 GX3392
 GX3392                         *CURRENT SURVEY CONTROL
 GX3392  ___________________________________________________________________
 GX3392* NAD 83(1993)-  37 02 15.27331(N)    081 08 00.76024(W)     ADJUSTED  
 GX3392* NAVD 88     -      1141.12   (+/-2cm)    3743.8    (feet)  VERTCON   
 GX3392  ___________________________________________________________________
 GX3392  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 GX3392  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GX3392
 GX3392  HORZ ORDER  -  SECOND
 GX3392  VERT ORDER  -  THIRD ? (See Below)
 GX3392
 GX3392.The horizontal coordinates were established by classical geodetic methods
 GX3392.and adjusted by the National Geodetic Survey in September 1995..
 GX3392
 GX3392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3392.The vertical order pertains to the NGVD 29 superseded value.
 GX3392
 GX3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3392
 GX3392.The geoid height was determined by GEOID03.
 GX3392
 GX3392;                    North         East     Units Scale Factor Converg.
 GX3392;SPC VA S     - 1,081,420.529 3,265,738.522   MT  0.99996188   -1 35 54.1
 GX3392;SPC VA S     - 3,547,960.52 10,714,343.80   sFT  0.99996188   -1 35 54.1
 GX3392;UTM  17      - 4,099,049.139   488,123.581   MT  0.99960174   -0 04 49.6
 GX3392
 GX3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3392!SPC VA S     -   0.99982580  x   0.99996188  =   0.99978769
 GX3392!UTM  17      -   0.99982580  x   0.99960174  =   0.99942761
 GX3392
 GX3392|---------------------------------------------------------------------|
 GX3392| PID    Reference Object                     Distance      Geod. Az  |
 GX3392|                                                           dddmmss.s |
 GX3392| DC3963 CENTER RM 1                          19.550 METERS 03043     |
 GX3392| GX3388 WALKER                              APPROX. 1.3 KM 0552758.4 |
 GX3392| DC3964 CENTER RM 2                          18.121 METERS 21712     |
 GX3392| DC3962 CENTER AZ MK                                       2440110.8 |
 GX3392|---------------------------------------------------------------------|
 GX3392
 GX3392                          SUPERSEDED SURVEY CONTROL
 GX3392
 GX3392  NAD 83(1986)-  37 02 15.27914(N)    081 08 00.75674(W) AD(       ) 2
 GX3392  NAD 27      -  37 02 14.85001(N)    081 08 01.42561(W) AD(       ) 2
 GX3392  NGVD 29 (07/19/86) 1141.18   (m)         3744.0    (f) LEVELING    3  
 GX3392
 GX3392.Superseded values are not recommended for survey control.
 GX3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3392.See file dsdata.txt to determine how the superseded data were derived.
 GX3392
 GX3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8812499049(NAD 83)
 GX3392_MARKER: DS = TRIANGULATION STATION DISK
 GX3392_SETTING: 80 = SET IN A BOULDER
 GX3392_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GX3392
 GX3392  HISTORY     - Date     Condition        Report By
 GX3392  HISTORY     - 1963     MONUMENTED       CGS
 GX3392
 GX3392                          STATION DESCRIPTION
 GX3392
 GX3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3392'THE STATION IS LOCATED ON BIG WALKER MOUNTAIN, ABOUT 7 MILES
 GX3392'NORTHWEST OF WYTHEVILLE, 5 MILES SOUTHWEST OF BLAND AND 6
 GX3392'MILES NORTHEAST OF WHERE U.S. HIGHWAYS 21 AND 52 CROSS OVER
 GX3392'BIG WALKER MOUNTAIN IN THE JEFFERSON NATIONAL FOREST.
 GX3392'
 GX3392'TO REACH THE STATION FROM THE POST OFFICE IN WYTHEVILLE, GO
 GX3392'SOUTHWEST ON MAIN STREET (U.S. HIGHWAY 11) FOR 0.15 MILE TO
 GX3392'4TH STREET (U.S. HIGHWAYS 21 AND 52), TURN RIGHT, WEST, ON
 GX3392'U.S. HIGHWAYS 21 AND 52 AND GO 12.7 MILES TO THE TOP OF BIG
 GX3392'WALKER MOUNTAIN AND A GRAVELED ROAD RIGHT, THIS IS JUST EAST
 GX3392'OF THE BIG WALKER MOUNTAIN RESTAURANT, TURN SHARP RIGHT,
 GX3392'NORTHEAST AND FOLLOW GRAVELED ROAD FOR 3.5 MILES TO A SIDE
 GX3392'ROAD LEFT, SIGN BIG BEND PICNICKING AREA, CONTINUE NORTHEAST
 GX3392'ON GRAVELED ROAD FOR 2.2 MILES TO A SIDE ROAD LEFT, AZIMUTH
 GX3392'MARK TO STATION BIG IS AT THIS POINT, FROM HERE A 4-WHEEL
 GX3392'DRIVE IS NEEDED, TURN LEFT UP HILL FOR 0.05 MILE TO THE TOP
 GX3392'OF MOUNTAIN, FROM HERE THE AZIMUTH MARK IS ABOUT 0.05 MILE
 GX3392'TO THE WEST ON THE NORTH SIDE OF MOUNTAIN, CONTINUE EAST
 GX3392'ALONG TOP OF MOUNTAIN FOR 0.1 MILE TO THE END OF TRACK
 GX3392'ROAD, THE STATION IS ABOUT 100 YARDS TO THE EAST.
 GX3392'
 GX3392'THE STATION IS LOCATED ON THE HIGHEST PART OF RIDGE, 9 FEET
 GX3392'NORTH OF A TRIANGLE BLAZED OAK TREE, 8.8 FEET EAST OF LARGEST
 GX3392'BOULDER ON RIDGE AND 2.2 FEET NORTHEAST OF A METAL WITNESS POST.
 GX3392'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 GX3392'BOULDER, WHICH PROJECTS 2 FOOT AND STAMPED CENTER 1963.
 GX3392'
 GX3392'REFERENCE MARK NO. 1 IS SET ON THE NORTH SIDE OF RIDGE IN A
 GX3392'7X4 FOOT BOULDER.  THE MARK IS A STANDARD DISK CEMENTED IN
 GX3392'A DRILL HOLE IN A BOULDER, WHICH PROJECTS 2 FOOT AND STAMPED
 GX3392'CENTER NO 1 1963.
 GX3392'
 GX3392'REFERENCE MARK NO. 2 IS SET ON THE SOUTH SIDE OF RIDGE IN
 GX3392'A 3X2 FOOT BOULDER.  THE MARK IS A STANDARD DISK CEMENTED
 GX3392'IN A DRILL HOLE IN A BOULDER, WHICH PROJECTS 16-INCHES AND
 GX3392'STAMPED CENTER NO 2 1963.
 GX3392'
 GX3392'AZIMUTH MARK IS 11.5 FEET NORTHEAST OF A TRIANGLE BLAZED TREE
 GX3392'AND 5.6 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A
 GX3392'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 5X8 FOOT BOULDER
 GX3392'WHICH PROJECTS 3 FOOT AND STAMPED CENTER 1963.
 GX3392'
 GX3392'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3305 ***********************************************************************
 FX3305  DESIGNATION -  CENTER
 FX3305  PID         -  FX3305
 FX3305  STATE/COUNTY-  VA/C OF NORFOLK
 FX3305  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3305
 FX3305                         *CURRENT SURVEY CONTROL
 FX3305  ___________________________________________________________________
 FX3305* NAD 83(1993)-  36 56 54.24555(N)    076 18 32.59405(W)     ADJUSTED  
 FX3305* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3305  ___________________________________________________________________
 FX3305  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FX3305  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 FX3305
 FX3305  HORZ ORDER  -  SECOND
 FX3305
 FX3305.The horizontal coordinates were established by classical geodetic methods
 FX3305.and adjusted by the National Geodetic Survey in September 1995..
 FX3305
 FX3305.The orthometric height was scaled from a topographic map.
 FX3305
 FX3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3305
 FX3305.The geoid height was determined by GEOID03.
 FX3305
 FX3305;                    North         East     Units Scale Factor Converg.
 FX3305;SPC VA S     - 1,070,521.139 3,695,128.489   MT  0.99997199   +1 19 47.1
 FX3305;SPC VA S     - 3,512,201.44 12,123,100.72   sFT  0.99997199   +1 19 47.1
 FX3305;UTM  18      - 4,089,948.846   383,444.036   MT  0.99976736   -0 47 13.0
 FX3305
 FX3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3305!SPC VA S     -   1.00000520  x   0.99997199  =   0.99997719
 FX3305!UTM  18      -   1.00000520  x   0.99976736  =   0.99977256
 FX3305
 FX3305                          SUPERSEDED SURVEY CONTROL
 FX3305
 FX3305  NAD 83(1986)-  36 56 54.25118(N)    076 18 32.63004(W) AD(       ) 2
 FX3305  NAD 27      -  36 56 53.71800(N)    076 18 33.83700(W) AD(       ) 2
 FX3305
 FX3305.Superseded values are not recommended for survey control.
 FX3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3305.See file dsdata.txt to determine how the superseded data were derived.
 FX3305
 FX3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8344489949(NAD 83)
 FX3305_MARKER: DS = TRIANGULATION STATION DISK
 FX3305_SETTING: 0 = UNSPECIFIED SETTING
 FX3305
 FX3305  HISTORY     - Date     Condition        Report By
 FX3305  HISTORY     - 1943     MONUMENTED       CGS
 FX3305  HISTORY     - 1954     GOOD             AMS
 FX3305
 FX3305                          STATION DESCRIPTION
 FX3305
 FX3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3305'STATION IS ON THE NAVAL OPERATING BASE, AND IS A BRONZE DISK
 FX3305'SET FLUSH IN THE PARAPET ON THE S WALL OF THE ELEVATOR SHAFT
 FX3305'OF THE ADMINISTRATION BUILDING.  THE STATION IS DIRECTLY
 FX3305'ABOVE THE LEFT EDGE OF THE WINDOW IN THE S WALL OF THE SHAFT, AND
 FX3305'4.0 METERS FROM THE W WALL.
 FX3305'
 FX3305'REFERENCE MARK 1 IS A BRONZE DISK SET FLUSH IN THE TOP OF THE
 FX3305'FRONT WALL OF THE BUILDING.
 FX3305'
 FX3305'REFERENCE MARK 2 IS A BRONZE DISK SET FLUSH IN THE TOP OF THE
 FX3305'W WALL OF THE BUILDING.
 FX3305'
 FX3305'THE STATION MUST BE OBSERVED ECCENTRICALLY.
 FX3305'
 FX3305'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FX3305
 FX3305                          STATION RECOVERY (1954)
 FX3305
 FX3305'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3305'STATION FOUND IN GOOD CONDITION.  THE MARK IS A STANDARD
 FX3305'U.S.C. AND G.S. TRIANGULATION DISK SET ON TOP OF S WALL OF
 FX3305'ELEVATOR SHAFT.  THE MARK IS SET 13 FEET E OF SW CORNER, 17
 FX3305'FEET W OF SE CORNER, 6 INCHES N OF S EDGE OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4060 ***********************************************************************
 FX4060  DESIGNATION -  CENTER
 FX4060  PID         -  FX4060
 FX4060  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4060  USGS QUAD   -  HOLLAND (1986)
 FX4060
 FX4060                         *CURRENT SURVEY CONTROL
 FX4060  ___________________________________________________________________
 FX4060* NAD 83(1993)-  36 43 03.79991(N)    076 48 21.14975(W)     ADJUSTED  
 FX4060* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 FX4060  ___________________________________________________________________
 FX4060  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FX4060  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 FX4060
 FX4060  HORZ ORDER  -  SECOND
 FX4060
 FX4060.The horizontal coordinates were established by classical geodetic methods
 FX4060.and adjusted by the National Geodetic Survey in September 1995..
 FX4060
 FX4060.The orthometric height was scaled from a topographic map.
 FX4060
 FX4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4060
 FX4060.The geoid height was determined by GEOID03.
 FX4060
 FX4060;                    North         East     Units Scale Factor Converg.
 FX4060;SPC VA S     - 1,044,015.510 3,651,345.782   MT  1.00000924   +1 01 41.5
 FX4060;SPC VA S     - 3,425,240.89 11,979,456.95   sFT  1.00000924   +1 01 41.5
 FX4060;UTM  18      - 4,065,078.989   338,720.652   MT  0.99992046   -1 04 47.7
 FX4060
 FX4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4060!SPC VA S     -   1.00000158  x   1.00000924  =   1.00001082
 FX4060!UTM  18      -   1.00000158  x   0.99992046  =   0.99992204
 FX4060
 FX4060:                Primary Azimuth Mark                     Grid Az
 FX4060:SPC VA S     -  HILL=B 10                                078 15 32.3
 FX4060:UTM  18      -  HILL=B 10                                080 22 01.5
 FX4060
 FX4060|---------------------------------------------------------------------|
 FX4060| PID    Reference Object                     Distance      Geod. Az  |
 FX4060|                                                           dddmmss.s |
 FX4060| FX0853 HILL=B 10                           APPROX. 1.0 KM 0791713.8 |
 FX4060| DC8153 CENTER RM                            22.800 METERS 17759     |
 FX4060|---------------------------------------------------------------------|
 FX4060
 FX4060                          SUPERSEDED SURVEY CONTROL
 FX4060
 FX4060  NAD 83(1986)-  36 43 03.80855(N)    076 48 21.16762(W) AD(       ) 2
 FX4060  NAD 27      -  36 43 03.26800(N)    076 48 22.31000(W) AD(       ) 2
 FX4060
 FX4060.Superseded values are not recommended for survey control.
 FX4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4060.See file dsdata.txt to determine how the superseded data were derived.
 FX4060
 FX4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3872165079(NAD 83)
 FX4060_MARKER: DE = TRAVERSE STATION DISK
 FX4060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4060
 FX4060  HISTORY     - Date     Condition        Report By
 FX4060  HISTORY     - 1918     MONUMENTED       CGS
 FX4060  HISTORY     - 1934     GOOD             CGS
 FX4060  HISTORY     - 1960     GOOD             CGS
 FX4060
 FX4060                          STATION DESCRIPTION
 FX4060
 FX4060'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX4060'STATION IS ABOUT 1 MILE E OF THE SEABOARD AIR LINE RAILWAY
 FX4060'STATION AT CARRSVILLE, AT APPROXIMATELY THE MIDDLE OF THE FIRST
 FX4060'CURVE E OF THE STATION, 120 YARDS W OF MILEPOST 30, 8.758
 FX4060'METERS (28.73 FEET) N OF THE N RAIL, AND 3 FEET S OF THE
 FX4060'RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS A NAIL SET IN
 FX4060'CONCRETE, AS DESCRIBED.  THE SURFACE AND
 FX4060'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE, AS
 FX4060'DESCRIBED.  THE REFERENCE MARK IS 22.80
 FX4060'METERS (74.8 FEET) FROM THE STATION S 02 DEG 01 MIN E.
 FX4060'59 MIN.
 FX4060
 FX4060                          STATION RECOVERY (1934)
 FX4060
 FX4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX4060'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX4060
 FX4060                          STATION RECOVERY (1960)
 FX4060
 FX4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4060'STATION MARK WAS RECOVERED IN POOR CONDITION AS IT HAS BEEN
 FX4060'HIT BY HEAVY EQUIPMENT REFERENCE MARK WAS RECOVERED IN GOOD
 FX4060'CONDITION.  A NEW SURFACE MARK WAS SET HOLDING THE UNDERGROUND
 FX4060'MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX4060'
 FX4060'STATION IS LOCATED ON THE NORTH SIDE OF THE SEABOARD AIR LINE
 FX4060'RAILWAY, 1.4 MILES EAST OF THE DEPOT IN CARRSVILLE.  IT IS 354.5
 FX4060'FEET WEST OF THE CENTER OF MILE POST 30, 119 FEET NORTHEAST
 FX4060'OF A TELEPHONE POLE, 81.4 FEET NORTHEAST OF TELEPHONE POLE
 FX4060'NO. 15F, 24.5 FEET NORTH OF THE NORTH RAIL, 23.5 FEET SOUTH OF
 FX4060'A FENCELINE AND 2.5 FEET WEST OF A CGS WITNESS SIGN.  THE MARK
 FX4060'IS A STANDARD TRAVERSE MARK DISK SET IN A SQUARE CONCRETE
 FX4060'POST STAMPED CENTER 1918 1960 AND IS FLUSH WITH THE GROUND.
 FX4060'
 FX4060'REFRENCE MARK IS 74.74 FEET SOUTH OF THE STATION.  IT IS 71.5
 FX4060'FEET WEST OF TELEPHONE POLE NO. 15F AND 39.5 FEET SOUTH RAIL.
 FX4060'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED C
 FX4060'10 CENTER 1918.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4801 ***********************************************************************
 GV4801  DESIGNATION -  CENTER
 GV4801  PID         -  GV4801
 GV4801  STATE/COUNTY-  VA/NEW KENT
 GV4801  USGS QUAD   -  WEST POINT (1986)
 GV4801
 GV4801                         *CURRENT SURVEY CONTROL
 GV4801  ___________________________________________________________________
 GV4801* NAD 83(1993)-  37 32 16.75682(N)    076 49 03.54686(W)     ADJUSTED  
 GV4801* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4801  ___________________________________________________________________
 GV4801  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GV4801  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 GV4801
 GV4801  HORZ ORDER  -  THIRD
 GV4801
 GV4801.The horizontal coordinates were established by classical geodetic methods
 GV4801.and adjusted by the National Geodetic Survey in November 1994..
 GV4801
 GV4801.The orthometric height was scaled from a topographic map.
 GV4801
 GV4801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4801
 GV4801.The geoid height was determined by GEOID03.
 GV4801
 GV4801;                    North         East     Units Scale Factor Converg.
 GV4801;SPC VA S     - 1,135,011.971 3,648,671.650   MT  0.99994981   +1 01 15.8
 GV4801;SPC VA S     - 3,723,785.11 11,970,683.57   sFT  0.99994981   +1 01 15.8
 GV4801;UTM  18      - 4,156,108.147   339,412.035   MT  0.99991766   -1 06 27.8
 GV4801
 GV4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4801!SPC VA S     -   1.00000532  x   0.99994981  =   0.99995513
 GV4801!UTM  18      -   1.00000532  x   0.99991766  =   0.99992298
 GV4801
 GV4801|---------------------------------------------------------------------|
 GV4801| PID    Reference Object                     Distance      Geod. Az  |
 GV4801|                                                           dddmmss.s |
 GV4801| DC9074 CENTER RM                                          03942     |
 GV4801| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 2.0 KM 1123158.8 |
 GV4801| GV4867 THOR                                APPROX. 1.7 KM 2571016.1 |
 GV4801|---------------------------------------------------------------------|
 GV4801
 GV4801                          SUPERSEDED SURVEY CONTROL
 GV4801
 GV4801  NAD 83(1986)-  37 32 16.75823(N)    076 49 03.56265(W) AD(       ) 3
 GV4801  NAD 27      -  37 32 16.23900(N)    076 49 04.70500(W) AD(       ) 3
 GV4801
 GV4801.Superseded values are not recommended for survey control.
 GV4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4801.See file dsdata.txt to determine how the superseded data were derived.
 GV4801
 GV4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3941256108(NAD 83)
 GV4801
 GV4801  HISTORY     - Date     Condition        Report By
 GV4801  HISTORY     - 1911     MONUMENTED       CGS
 GV4801  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4801  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4801  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4801
 GV4801                          STATION DESCRIPTION
 GV4801
 GV4801'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4801'STATION BEARING 112 DEG 32 MIN 39.8 SEC FROM THE TOWN WATER
 GV4801'TANK OF WEST POINT OR STATION TANK, DISTANT 1996.23 METERS.  IT
 GV4801'IS NW OF RIVER BANK IN THE MIDST OF A LARGE MARSH ON THE SW
 GV4801'CORNER OF THE HIGHER SHORT GRASS AREA, S AND E OF A WINDING
 GV4801'BRANCH OF A SLOUGH BEGINNING NEAR HERE AND ENLARGING TOWARD THE
 GV4801'NNW WHERE THREE SLOUGHS MEET, THIS BEING THE CENTER PRONG.
 GV4801
 GV4801                          STATION RECOVERY (2000)
 GV4801
 GV4801'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4801'MARK NOT FOUND.
 GV4801
 GV4801                          STATION RECOVERY (2001)
 GV4801
 GV4801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4801'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4801
 GV4801                          STATION RECOVERY (2005)
 GV4801
 GV4801'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0015 ***********************************************************************
 FX0015  DESIGNATION -  CENTER AZ MK
 FX0015  PID         -  FX0015
 FX0015  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0015  USGS QUAD   -  LITTLE CREEK (1989)
 FX0015
 FX0015                         *CURRENT SURVEY CONTROL
 FX0015  ___________________________________________________________________
 FX0015* NAD 83(1986)-  36 54 54.     (N)    076 07 39.     (W)     SCALED    
 FX0015* NAVD 88     -         3.006  (meters)       9.86   (feet)  ADJUSTED  
 FX0015  ___________________________________________________________________
 FX0015  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FX0015  DYNAMIC HT  -           3.004 (meters)       9.86  (feet)  COMP
 FX0015  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 FX0015
 FX0015  VERT ORDER  -  FIRST     CLASS I
 FX0015
 FX0015.The horizontal coordinates were scaled from a topographic map and have
 FX0015.an estimated accuracy of +/- 6 seconds.
 FX0015
 FX0015.The orthometric height was determined by differential leveling
 FX0015.and adjusted by the National Geodetic Survey in June 1991..
 FX0015
 FX0015.The geoid height was determined by GEOID03.
 FX0015
 FX0015.The dynamic height is computed by dividing the NAVD 88
 FX0015.geopotential number by the normal gravity value computed on the
 FX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0015.degrees latitude (g = 980.6199 gals.).
 FX0015
 FX0015.The modeled gravity was interpolated from observed gravity values.
 FX0015
 FX0015;                    North         East    Units  Estimated Accuracy
 FX0015;SPC VA S     - 1,067,210.    3,711,390.      MT  (+/- 180 meters Scaled)
 FX0015
 FX0015                          SUPERSEDED SURVEY CONTROL
 FX0015
 FX0015  NGVD 29 (??/??/92)    3.267  (m)           10.72   (f) ADJ UNCH    1 1
 FX0015
 FX0015.Superseded values are not recommended for survey control.
 FX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0015.See file dsdata.txt to determine how the superseded data were derived.
 FX0015
 FX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF995860(NAD 83)
 FX0015_MARKER: DZ = AZIMUTH MARK DISK
 FX0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0015_STAMPING: CENTER 1960
 FX0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0015+STABILITY: SURFACE MOTION
 FX0015
 FX0015  HISTORY     - Date     Condition        Report By
 FX0015  HISTORY     - 1960     MONUMENTED       CGS
 FX0015  HISTORY     - 1972     GOOD             NGS
 FX0015  HISTORY     - 19910714 GOOD             USPSQD
 FX0015
 FX0015                          STATION DESCRIPTION
 FX0015
 FX0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0015'0.2 MI E FROM VIRGINIA BEACH.
 FX0015'AT VIRGINIA BEACH, 0.2 MILE EAST ALONG LOOKOUT ROAD FROM THE
 FX0015'SOUTH END OF TRESTLE A OF THE CHESAPEAKE BAY BRIDGE AND
 FX0015'TUNNELS, THENCE ONE BLOCK SOUTH ALONG FENTRESS AVENUE, AT THE
 FX0015'INTERSECTION OF FENTRESS AVENUE AND GUAM STREET, 51 FEET EAST OF
 FX0015'THE CENTER LINE OF FENTRESS AVENUE, 15 1/2 FEET NORTH OF THE
 FX0015'CENTER LINE OF GUAM STREET, 44 FEET NORTHEAST OF AND ACROSS
 FX0015'GUAM STREET FROM A POWER LINE POLE WITH A STREET LIGHT, 36.8
 FX0015'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 7 1/2 FEET
 FX0015'WEST OF A CHINABERRY TREE, ABOUT LEVEL WITH THE AVENUE AND
 FX0015'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FX0015'LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE POST
 FX0015'OFFICE AT BAYSIDE (A SUB-DIVISION OF VIRGINIA BEACH) BY GOING
 FX0015'1.0 MILE NORTH ALONG PLEASURE HOUSE ROAD, THENCE 0.2 MILE EAST
 FX0015'ALONG LOOKOUT ROAD, THENCE 0.05 MILE SOUTH ALONG FENTRESS AVENUE.
 FX0015
 FX0015                          STATION RECOVERY (1991)
 FX0015
 FX0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0949 ***********************************************************************
 FW0949  DESIGNATION -  CENTER MOCKHORN 2
 FW0949  PID         -  FW0949
 FW0949  STATE/COUNTY-  VA/NORTHAMPTON
 FW0949  USGS QUAD   -  TOWNSEND (1989)
 FW0949
 FW0949                         *CURRENT SURVEY CONTROL
 FW0949  ___________________________________________________________________
 FW0949* NAD 83(1993)-  37 11 00.49183(N)    075 53 58.39812(W)     ADJUSTED  
 FW0949* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0949  ___________________________________________________________________
 FW0949  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FW0949  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FW0949
 FW0949  HORZ ORDER  -  THIRD
 FW0949
 FW0949.The horizontal coordinates were established by classical geodetic methods
 FW0949.and adjusted by the National Geodetic Survey in September 1995..
 FW0949
 FW0949.The orthometric height was scaled from a topographic map.
 FW0949
 FW0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0949
 FW0949.The geoid height was determined by GEOID03.
 FW0949
 FW0949;                    North         East     Units Scale Factor Converg.
 FW0949;SPC VA S     - 1,097,523.327 3,730,871.996   MT  0.99995053   +1 34 41.8
 FW0949;SPC VA S     - 3,600,791.12 12,240,369.21   sFT  0.99995053   +1 34 41.8
 FW0949;UTM  18      - 4,115,604.445   420,152.956   MT  0.99967854   -0 32 37.3
 FW0949
 FW0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0949!SPC VA S     -   1.00000572  x   0.99995053  =   0.99995625
 FW0949!UTM  18      -   1.00000572  x   0.99967854  =   0.99968426
 FW0949
 FW0949|---------------------------------------------------------------------|
 FW0949| PID    Reference Object                     Distance      Geod. Az  |
 FW0949|                                                           dddmmss.s |
 FW0949| DC7897 CENTER MOCKHORN 2 RM 1               10.200 METERS 02507     |
 FW0949| DC7898 CENTER MOCKHORN 2 RM 2                9.270 METERS 10034     |
 FW0949| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 6.7 KM 1851325.6 |
 FW0949| FW0953 CUSHMANS HOUSE CENTER CHIMNEY       APPROX. 2.6 KM 2001838.2 |
 FW0949|---------------------------------------------------------------------|
 FW0949
 FW0949                          SUPERSEDED SURVEY CONTROL
 FW0949
 FW0949  NAD 83(1986)-  37 11 00.49365(N)    075 53 58.43487(W) AD(       ) 3
 FW0949  NAD 27      -  37 10 59.98000(N)    075 53 59.68900(W) AD(       ) 3
 FW0949
 FW0949.Superseded values are not recommended for survey control.
 FW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0949.See file dsdata.txt to determine how the superseded data were derived.
 FW0949
 FW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2015315604(NAD 83)
 FW0949_MARKER: DS = TRIANGULATION STATION DISK
 FW0949_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0949_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0949
 FW0949  HISTORY     - Date     Condition        Report By
 FW0949  HISTORY     - 1910     MONUMENTED       CGS
 FW0949  HISTORY     - 1933     GOOD             CGS
 FW0949  HISTORY     - 1934     GOOD             CGS
 FW0949  HISTORY     - 1942     GOOD             CGS
 FW0949  HISTORY     - 1954     GOOD             CGS
 FW0949  HISTORY     - 1959     GOOD             CGS
 FW0949  HISTORY     - 1960     GOOD             CGS
 FW0949  HISTORY     - 1962     GOOD             CGS
 FW0949
 FW0949                          STATION DESCRIPTION
 FW0949
 FW0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW0949'A THOROUGH SEARCH WAS MADE FOR THE ORIGINAL STATION (MARR,
 FW0949'1887) ON SEVERAL OCCASIONS BUT ON ACCOUNT OF INDEFINITE DATA
 FW0949'NO TRACE OF IT COULD BE FOUND.  THE NEW STATION IS IN THE
 FW0949'SAME TUMP AS THE OLD ONE BUT HOW FAR FROM IT IS NOT KNOWN.
 FW0949'THE STATION IS ON THE EXTREME EASTERN EDGE OF THE ISLAND
 FW0949'ABOUT 50 YARDS W OF A WIDE SHALLOW CREEK OR BAY MAKING IN FROM
 FW0949'THE SOUTHWARD.  IT IS ABOUT OPPOSITE WHAT IS KNOWN AS CABIN
 FW0949'COVE IN MAGOTHY BAY.  TUMP IS ABOUT 150 YARDS LONG AND 40
 FW0949'YARDS WIDE AND ALTHOUGH COMPLETELY COVERED WITH WATER BUSHES
 FW0949'AND OLD STUMPS, IS ABSOLUTELY FREE FROM CEDAR TREES.
 FW0949'ABOUT 75 METERS TO THE W IS ANOTHER TUMP, SLIGHTLY
 FW0949'SMALLER, ON WHICH ONE LONE CEDAR TREE IS GROWING, A LITTLE
 FW0949'N OF THE CENTER.  STATION IS ABOUT 6 METERS FROM EXTREME
 FW0949'NORTHERN END OF TUMP AND ABOUT 2 METERS FROM WESTERN EDGE.
 FW0949'SIGNAL ERECTED IS OF TRIPOD STYLE WITH 2 LOZENGES AND IS
 FW0949'32 FEET HIGH.
 FW0949'
 FW0949'STATION WAS MARKED BY A 4-INCH DRAIN TILE SET IN CEMENT
 FW0949'FLANGE END DOWN, TOP FLUSH WITH THE SURFACE OF THE GROUND.
 FW0949'TILE IS 2 FEET LONG.  IN THE CENTER OF TILE THE USUAL BRASS
 FW0949'STATION MARK WAS SET IN CEMENT.  SUBSURFACE MARK CONSISTS OF
 FW0949'QUART BOTTLE SET IN CEMENT AND CENTERED 2-1/2 FEET BELOW
 FW0949'THE SURFACE.
 FW0949'
 FW0949'REFERENCE MARKS CONSIST OF 3-INCH DRAIN TILE SET IN CEMENT,
 FW0949'FLANGE END DOWN, TOP FLUSH WITH THE SURFACE OF THE GROUND.
 FW0949'IN THE CENTER OF THIS WAS SET IN CEMENT A 40-PENNY NAIL
 FW0949'POINT DOWN, HEAD FLUSH WITH SURFACE, TO WHICH MEASUREMENTS
 FW0949'WERE MADE.
 FW0949'
 FW0949'REFERENCE MARK NO. 1 DISTANT 10.20 METERS.
 FW0949'
 FW0949'REFERENCE MARK NO. 2 DISTANT 9.27 METERS.
 FW0949'
 FW0949'OLD TOWER, CAPE CHARLES BEARS S 1 DEG E.
 FW0949'
 FW0949'LONE CEDAR IN 1ST CLUMP W BEARS S 83 DEG W.
 FW0949'
 FW0949'THEODOLITE READINGS ARE AS FOLLOWS--
 FW0949'
 FW0949'THREE PINE STUBS AROUND STATION MARK, USED TO SUPPORT THEODOLITE,
 FW0949'WERE LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.
 FW0949
 FW0949                          STATION RECOVERY (1933)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0949'TRIANGULATION STATION AND 2 REFERENCE MARKS FOUND IN PERFECT
 FW0949'CONDITION.  DESCRIPTION ADEQUATE.
 FW0949
 FW0949                          STATION RECOVERY (1934)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0949'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0949'
 FW0949'ORIGINAL DESCRIPTION REVISED AND CONDENSED TO READ AS FOLLOWS--
 FW0949'
 FW0949'ON LOWER MOCKHORN ISLAND ABOUT 2 MILES ABOVE THE ESTATE OF
 FW0949'L.A. CUSHMAN WHICH OCCUPIES THE ISLANDS EXTREME SW TIP.  THE
 FW0949'STATION IS ON THE W SHORE OF A VERY SHALLOW BAY OR CREEK
 FW0949'INDENTING THE LOWER PORTION OF MOCKHORN ISLAND FROM THE S,
 FW0949'AND IS ABOUT 600 YARDS S OF THE HEAD OF THIS BAY OR CREEK.
 FW0949'THE MARK IS SET ON AN ELONGATED HUMMOCK IN THE MARSH, COVERED
 FW0949'WITH GRASS, BUSHES, AND OLD STUMPS AND PARALLELING THE W SHORE
 FW0949'OF THE SHALLOW BAY.  THE HUMMOCK IS ABOUT 150 METERS LONG AND
 FW0949'FROM 30 TO 40 METERS WIDE, AND IS ABOUT 50 METERS INSHORE
 FW0949'FROM THE MARSH EDGE ALONG THE SHALLOW BAY.  THE STATION IS
 FW0949'ABOUT 6 METERS FROM THE N END OF THE HUMMOCK AND 2 METERS
 FW0949'FROM ITS W SIDE.  ANOTHER HUMMOCK IN THE MARSH LIES ABOUT
 FW0949'75 METERS W FROM THE STATION, AND JUST N OF ITS CENTER A
 FW0949'SINGLE CEDAR TREE IS GROWING.
 FW0949
 FW0949                          STATION RECOVERY (1942)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0949'THIS STATION IS LOCATED ON LOWER MOCKHORN ISLAND, ABOUT 2
 FW0949'MILES ABOVE THE ESTATE OF L.H. CUSHMAN, WHICH OCCUPIES THE
 FW0949'ISLANDS ENTRANCE SW TIP.  THE STATION IS ON THE W SHORE
 FW0949'OF A VERY SHALLOW BAY (MOSTLY MUD FLATS AT LOW WATER) INDENTING
 FW0949'THE LOWER PORTION OF MOCKHORN ISLAND FROM THE S, AND IS ABOUT
 FW0949'600 YARDS S OF THE HEAD OF THIS BAY OR CREEK.  THE STATION
 FW0949'IS SET ON AN ELONGATED HUMMOCK IN THE MARSH COVERED WITH GRASS,
 FW0949'BUSHES AND OLD STUMPS (ABSOLUTELY FREE OF TREES) AND PARALLELS
 FW0949'THE W SHORE OF THE SHALLOW BAY.  THIS HUMMOCK IS S OF THE
 FW0949'ONLY NARROW AND LONG HUMMOCK WITH TREES ON IT DIRECTLY N
 FW0949'AND ACROSS A SMALL DRAIN.  THE HUMMOCK WITH THE STATION
 FW0949'ON IT IS ABOUT 150 METERS LONG AND FROM 30 TO 40 METERS
 FW0949'WIDE AND IS ABOUT 50 METERS INSHORE FROM THE MARSH EDGE
 FW0949'ALONG THE BAY.  THE STATION IS ABOUT 6 METERS FROM THE N END
 FW0949'OF THE HUMMOCK AND ABOUT 2 METERS FROM ITS W SIDE.  ANOTHER
 FW0949'HUMMOCK IN THE MARSH LIES ABOUT 75 METERS W FROM THE
 FW0949'STATION, AND JUST N OF ITS CENTER STANDS A SINGLE CEDAR
 FW0949'TREE.  THE STATION IS A BRONZE DISK TRIANGULATION STATION
 FW0949'MARK, NOT STAMPED, SET IN CONCRETE IN THE CENTER OF THE
 FW0949'TOP OF A 4-INCH TILE PIPE, WHICH IS REINFORCED BY A 10-INCH
 FW0949'SQUARE CONCRETE BLOCK.  THE STATION IS FLUSH WITH THE
 FW0949'GROUND, AND IS IN GOOD CONDITION.
 FW0949'
 FW0949'REFERENCE MARK NO. 1 IS LOCATED 10.198 METERS N OF THE STATION,
 FW0949'AND 11.894 METERS NW OF REFERENCE MARK NO. 2.  THE MARK IS
 FW0949'40-PENNY NAIL, SET IN CONCRETE AT THE CENTER OF THE TOP OF
 FW0949'A 3-INCH TILE PIPE REINFORCED BY A 10-INCH CONCRETE BLOCK,
 FW0949'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS IN
 FW0949'FAIR CONDITION.  THE TILE PIPE HAS CRACKED BUT THE CONCRETE
 FW0949'IS INTACT.
 FW0949'
 FW0949'REFERENCE MARK NO. 2 IS LOCATED 9.267 METERS E OF THE STATION.
 FW0949'THE MARK IS A 40-PENNY NAIL, SET IN CONCRETE AT THE CENTER
 FW0949'OF THE TOP OF A 3-INCH TILE PIPE REINFORCED BY A 10-INCH
 FW0949'SQUARE CONCRETE BLOCK, WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 FW0949'THE MARK IS IN GOOD CONDITION.
 FW0949'
 FW0949'*N.B.--THE STATION WAS NOT STAMPED IN ORDER NOT TO DAMAGE
 FW0949'THE TILE PIPE.
 FW0949
 FW0949                          STATION RECOVERY (1954)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0949'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 FW0949'1 AND 2 DESTROYED.  THE TILE AND CEMENT AROUND THESE MARKS
 FW0949'WERE FOUND BROKEN AND SCATTERED NEARBY.
 FW0949'
 FW0949'1942 DESCRIPTION ADEQUATE FOR RECOVERY.
 FW0949
 FW0949                          STATION RECOVERY (1959)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 FW0949'STATION RECOVERED AS DESCRIBED.  STATION MARK FOUND TO BE
 FW0949'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 FW0949'FOUND DESTROYED.
 FW0949
 FW0949                          STATION RECOVERY (1960)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0949'STATION RECOVERED AS DESCRIBED BY W.D.P. IN 1942.
 FW0949'
 FW0949'REFERENCE MARK NO 1 IS STILL INTACT, BUT THE TOP OF THE
 FW0949'TILE PIPE HAS BEEN FROSTED LOOSE.  THE NAIL SET IN THE TOP
 FW0949'IS BROKEN OUT.
 FW0949'
 FW0949'REFERENCE MARK NO 2 IS NO LONGER INTACT AND IS CONSIDERED
 FW0949'DESTROYED.  THE MARK HAS BEEN FROSTED LOOSE.
 FW0949'
 FW0949'DISTANCE AND ANGLE TO THE TILE PIPE OF R.M. NO 1 CHECKED.
 FW0949
 FW0949                          STATION RECOVERY (1962)
 FW0949
 FW0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0949'STATION WAS RECOVERED AS DESCRIBED IN 1942 AND 1960.  THE
 FW0949'STATION MARK IS 3 FEET NORTH EAST OF A CGS WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0016 ***********************************************************************
 FX0016  DESIGNATION -  CENTER RM 1
 FX0016  PID         -  FX0016
 FX0016  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0016  USGS QUAD   -  LITTLE CREEK (1989)
 FX0016
 FX0016                         *CURRENT SURVEY CONTROL
 FX0016  ___________________________________________________________________
 FX0016* NAD 83(1986)-  36 54 56.     (N)    076 07 51.     (W)     SCALED    
 FX0016* NAVD 88     -         2.874  (meters)       9.43   (feet)  ADJUSTED  
 FX0016  ___________________________________________________________________
 FX0016  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FX0016  DYNAMIC HT  -           2.872 (meters)       9.42  (feet)  COMP
 FX0016  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 FX0016
 FX0016  VERT ORDER  -  SECOND    CLASS 0
 FX0016
 FX0016.The horizontal coordinates were scaled from a topographic map and have
 FX0016.an estimated accuracy of +/- 6 seconds.
 FX0016
 FX0016.The orthometric height was determined by differential leveling
 FX0016.and adjusted by the National Geodetic Survey in June 1991..
 FX0016
 FX0016.The geoid height was determined by GEOID03.
 FX0016
 FX0016.The dynamic height is computed by dividing the NAVD 88
 FX0016.geopotential number by the normal gravity value computed on the
 FX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0016.degrees latitude (g = 980.6199 gals.).
 FX0016
 FX0016.The modeled gravity was interpolated from observed gravity values.
 FX0016
 FX0016;                    North         East    Units  Estimated Accuracy
 FX0016;SPC VA S     - 1,067,260.    3,711,090.      MT  (+/- 180 meters Scaled)
 FX0016
 FX0016                          SUPERSEDED SURVEY CONTROL
 FX0016
 FX0016  NGVD 29 (??/??/92)    3.211  (m)           10.53   (f) ADJ UNCH    2 0
 FX0016
 FX0016.Superseded values are not recommended for survey control.
 FX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0016.See file dsdata.txt to determine how the superseded data were derived.
 FX0016
 FX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF992861(NAD 83)
 FX0016_MARKER: DR = REFERENCE MARK DISK
 FX0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0016_STAMPING: CENTER NO 1 1960
 FX0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0016+STABILITY: SURFACE MOTION
 FX0016
 FX0016  HISTORY     - Date     Condition        Report By
 FX0016  HISTORY     - 1960     MONUMENTED       CGS
 FX0016  HISTORY     - 1961     GOOD             NGS
 FX0016  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0016
 FX0016                          STATION DESCRIPTION
 FX0016
 FX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX0016'0.8 MI N FROM BAYSIDE.
 FX0016'ABOUT 0.8 MILE NORTH ALONG PLEASURE HOUSE ROAD FROM THE
 FX0016'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 166 AT BAYSIDE,
 FX0016'173.9 FEET SOUTHWEST OF THE STATION, 21 FEET EAST OF THE CENTER
 FX0016'LINE OF PLEASURE HOUSE ROAD, 1.0 FOOT EAST OF A 2-FEET HIGH
 FX0016'WIRE FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 FX0016'A CONCRETE POST FLUSH WITH THE GROUND.
 FX0016
 FX0016                          STATION RECOVERY (1972)
 FX0016
 FX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0017 ***********************************************************************
 FX0017  DESIGNATION -  CENTER RM 2
 FX0017  PID         -  FX0017
 FX0017  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0017  USGS QUAD   -  LITTLE CREEK (1989)
 FX0017
 FX0017                         *CURRENT SURVEY CONTROL
 FX0017  ___________________________________________________________________
 FX0017* NAD 83(1986)-  36 54 56.     (N)    076 07 51.     (W)     SCALED    
 FX0017* NAVD 88     -         2.891  (meters)       9.48   (feet)  ADJUSTED  
 FX0017  ___________________________________________________________________
 FX0017  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FX0017  DYNAMIC HT  -           2.889 (meters)       9.48  (feet)  COMP
 FX0017  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 FX0017
 FX0017  VERT ORDER  -  SECOND    CLASS 0
 FX0017
 FX0017.The horizontal coordinates were scaled from a topographic map and have
 FX0017.an estimated accuracy of +/- 6 seconds.
 FX0017
 FX0017.The orthometric height was determined by differential leveling
 FX0017.and adjusted by the National Geodetic Survey in June 1991..
 FX0017
 FX0017.The geoid height was determined by GEOID03.
 FX0017
 FX0017.The dynamic height is computed by dividing the NAVD 88
 FX0017.geopotential number by the normal gravity value computed on the
 FX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0017.degrees latitude (g = 980.6199 gals.).
 FX0017
 FX0017.The modeled gravity was interpolated from observed gravity values.
 FX0017
 FX0017;                    North         East    Units  Estimated Accuracy
 FX0017;SPC VA S     - 1,067,260.    3,711,090.      MT  (+/- 180 meters Scaled)
 FX0017
 FX0017                          SUPERSEDED SURVEY CONTROL
 FX0017
 FX0017  NGVD 29 (??/??/92)    3.228  (m)           10.59   (f) ADJ UNCH    2 0
 FX0017
 FX0017.Superseded values are not recommended for survey control.
 FX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0017.See file dsdata.txt to determine how the superseded data were derived.
 FX0017
 FX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF992861(NAD 83)
 FX0017_MARKER: DR = REFERENCE MARK DISK
 FX0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0017_STAMPING: CENTER NO 2 1960
 FX0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0017+STABILITY: SURFACE MOTION
 FX0017
 FX0017  HISTORY     - Date     Condition        Report By
 FX0017  HISTORY     - 1960     MONUMENTED       CGS
 FX0017  HISTORY     - 1961     GOOD             NGS
 FX0017  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0017
 FX0017                          STATION DESCRIPTION
 FX0017
 FX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX0017'0.8 MI N FROM BAYSIDE.
 FX0017'ABOUT 0.8 MILE NORTH ALONG PLEASURE HOUSE ROAD FROM THE
 FX0017'JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 166 AT BAYSIDE,
 FX0017'188.2 FEET NORTHWEST OF THE STATION, 22 1/2 FEET EAST OF THE
 FX0017'CENTER LINE OF THE ROAD, 42 FEET EAST-SOUTHEAST AND ACROSS
 FX0017'THE ROAD FROM POWER LINE POLE NO. 232, ABOUT LEVEL WITH THE
 FX0017'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FX0017'GROUND.
 FX0017
 FX0017                          STATION RECOVERY (1972)
 FX0017
 FX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5204 ***********************************************************************
 HV5204  DESIGNATION -  CENTERVILLE
 HV5204  PID         -  HV5204
 HV5204  STATE/COUNTY-  VA/FAIRFAX
 HV5204  USGS QUAD   -  MANASSAS (1994)
 HV5204
 HV5204                         *CURRENT SURVEY CONTROL
 HV5204  ___________________________________________________________________
 HV5204* NAD 83(1993)-  38 50 17.33128(N)    077 25 33.37742(W)     ADJUSTED  
 HV5204* NAVD 88     -       121.59   (+/-2cm)     398.9    (feet)  VERTCON   
 HV5204  ___________________________________________________________________
 HV5204  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 HV5204  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV5204
 HV5204  HORZ ORDER  -  SECOND
 HV5204  VERT ORDER  -  THIRD ? (See Below)
 HV5204
 HV5204.The horizontal coordinates were established by classical geodetic methods
 HV5204.and adjusted by the National Geodetic Survey in November 1994..
 HV5204
 HV5204.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5204.The vertical order pertains to the NGVD 29 superseded value.
 HV5204
 HV5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5204
 HV5204.The geoid height was determined by GEOID03.
 HV5204
 HV5204;                    North         East     Units Scale Factor Converg.
 HV5204;SPC VA N     - 2,130,579.511 3,593,247.463   MT  0.99995578   +0 40 13.2
 HV5204;SPC VA N     - 6,990,076.28 11,788,846.05   sFT  0.99995578   +0 40 13.2
 HV5204;UTM  18      - 4,301,612.269   289,442.449   MT  1.00014596   -1 31 18.9
 HV5204
 HV5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5204!SPC VA N     -   0.99998591  x   0.99995578  =   0.99994169
 HV5204!UTM  18      -   0.99998591  x   1.00014596  =   1.00013187
 HV5204
 HV5204|---------------------------------------------------------------------|
 HV5204| PID    Reference Object                     Distance      Geod. Az  |
 HV5204|                                                           dddmmss.s |
 HV5204| HV2688 CENTERVILLE RM 1                     20.124 METERS 07929     |
 HV5204| HV2693 CENTERVILLE AZ MK                                  2235648.2 |
 HV5204| DC6800 CENTERVILLE RM 2                      7.496 METERS 31856     |
 HV5204|---------------------------------------------------------------------|
 HV5204
 HV5204                          SUPERSEDED SURVEY CONTROL
 HV5204
 HV5204  NAD 83(1993)-  38 50 17.33051(N)    077 25 33.38383(W) AD(       ) 2
 HV5204  NAD 83(1986)-  38 50 17.33043(N)    077 25 33.38973(W) AD(       ) 2
 HV5204  NAD 27      -  38 50 16.92413(N)    077 25 34.43028(W) AD(       ) 2
 HV5204  NGVD 29 (07/19/86)  121.82   (m)          399.7    (f) LEVELING    3  
 HV5204
 HV5204.Superseded values are not recommended for survey control.
 HV5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5204.See file dsdata.txt to determine how the superseded data were derived.
 HV5204
 HV5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8944201612(NAD 83)
 HV5204_MARKER: DS = TRIANGULATION STATION DISK
 HV5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5204
 HV5204  HISTORY     - Date     Condition        Report By
 HV5204  HISTORY     - 1943     MONUMENTED       CGS
 HV5204  HISTORY     - 1951     SEE DESCRIPTION  CGS
 HV5204  HISTORY     - 1954     SEE DESCRIPTION  CGS
 HV5204  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HV5204
 HV5204                          STATION DESCRIPTION
 HV5204
 HV5204'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5204'STATION IS LOCATED ON THE GROUNDS OF THE CENTERVILLE SCHOOL
 HV5204'IN THE VILLAGE OF CENTERVILLE.  IT IS 12 FEET S OF A FENCE,
 HV5204'20 FEET SW OF A WHITE BARN, 60 FEET W OF A TRIANGULAR-BLAZED
 HV5204'TREE AND 100 FEET NW OF A RED BRICK SCHOOL BUILDING.  IT IS
 HV5204'STAMPED CENTERVILLE 1943 AND IS SET FLUSH WITH THE GROUND.
 HV5204'
 HV5204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5204'DISKS SET IN CONCRETE.
 HV5204'
 HV5204'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF A FENCE,
 HV5204'6 FEET N OF A TRIANGULAR-BLAZED TREE, 15 FEET W OF A WHITE HOUSE
 HV5204'AND IS SET FLUSH WITH THE GROUND.  IT IS STAMPED CENTERVILLE
 HV5204'NO. 1 1943.
 HV5204'
 HV5204'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF A FENCE
 HV5204'AND 15 FEET W OF A FENCE CORNER.  IT IS STAMPED CENTERVILLE
 HV5204'NO. 2 1943 AND IS SET FLUSH WITH THE GROUND.
 HV5204'
 HV5204'THE AZIMUTH MARK IS SW OF THE STATION, 40 FEET SW OF THE SW
 HV5204'CORNER OF A WHITE HOUSE, 20 FEET S OF A GATE IN A FENCE AND
 HV5204'5 FEET FROM A WHITE REFERENCE POST.  IT IS STAMPED CENTERVILLE
 HV5204'1943 AND PROJECTS 3 INCHES.
 HV5204'
 HV5204'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 29 AND
 HV5204'211, AND COUNTY ROAD 620 IN CENTERVILLE, GO S ON COUNTY ROAD
 HV5204'620 FOR 0.25 MILE TO THE DRIVEWAY ENTERING THE SCHOOL GROUNDS
 HV5204'ON THE LEFT.  TURN LEFT AND GO 0.05 MILE ALONG RIGHT SIDE OF
 HV5204'SCHOOL BUILDINGS TO STATION SITE NEAR FENCE AND TRIANGULAR-BLAZED
 HV5204'TREE.
 HV5204'
 HV5204'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 HV5204'29 AND 211, AND STATE ROUTE 28, GO S ON STATE ROUTE 28 FOR
 HV5204'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO
 HV5204'A WHITE FARMHOUSE AND MARK ON LEFT.
 HV5204'
 HV5204'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HV5204
 HV5204                          STATION RECOVERY (1951)
 HV5204
 HV5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV5204'STATION AND R.M. 2 HAVE BEEN DESTROYED.  R.M. 1 AND AZIMUTH
 HV5204'MARK HAVE BEEN RECOVERED IN GOOD CONDITION.
 HV5204'
 HV5204'TO REACH R.M. 1 FROM THE INTERSECTION OF STATE ROAD 29 (211)
 HV5204'AND COUNTY ROAD 620, TRAVEL 325 FEET S ON COUNTY ROAD 620 TO
 HV5204'FIRST CONCRETE SIDEWALK (ON LEFT) LEADING TO SCHOOL.  TRAVEL
 HV5204'SIDEWALK ALONG N FACE OF SCHOOL TO NE CORNER OF SCHOOL.
 HV5204'R.M. 1 IS 59 FEET E OF THIS CORNER, 1 FOOT S OF FENCE, 6
 HV5204'FEET N OF TRIANGULAR-BLAZED TREE, AND 15 FEET W OF WHITE
 HV5204'HOUSE.
 HV5204
 HV5204                          STATION RECOVERY (1954)
 HV5204
 HV5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5204'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK AT THIS STATION WERE
 HV5204'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 HV5204'LYING ON THE GROUND WEST OF A NEW SCHOOL BUILDING.  THE
 HV5204'STATION MARK WAS NOT RECOVERED.  A DISTANCE AND APPROXIMATE
 HV5204'DIRECTION FROM R.M. NO. 1 TO THE STATION AND MEASUREMENTS
 HV5204'FROM OTHER OBJECTS INDICATE THAT THIS STATION WAS EXCAVATED WHEN
 HV5204'BUILDING AN ADDITION TO THE SCHOOL, A PORTION OF THE BUILDING
 HV5204'IS ERECTED OVER THE STATION SITE.
 HV5204'
 HV5204'THIS STATION SHOULD BE CONSIDERED LOST.
 HV5204
 HV5204                          STATION RECOVERY (1958)
 HV5204
 HV5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5204'THE STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED WHEN
 HV5204'A NEW ADDITION WAS BUILT ONTO THE CENTREVILLE SCHOOL.  A PORTION
 HV5204'OF THE BUILDING IS ERECTED WHERE THE STATION WAS.  REFERENCE
 HV5204'MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO
 HV5204'BE IN GOOD CONDITION.  A NEW CENTREVILLE 2 STATION MARK AND
 HV5204'REFERENCE MARKS NOS. 3 AND 4 WERE SET BY THIS PARTY.  REFERENCE
 HV5204'MARK NO. 1 AND AZIMUTH MARK WERE USED FOR CENTREVILLE 2.
 HV5204'THE AZIMUTH MARK IS NOT VISIBILE FROM THE GROUND, IT REQUIRES
 HV5204'50 FEET AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1408 ***********************************************************************
 GV1408  DESIGNATION -  CENTRAL A
 GV1408  PID         -  GV1408
 GV1408  STATE/COUNTY-  VA/HENRICO
 GV1408  USGS QUAD   -  RICHMOND (1994)
 GV1408
 GV1408                         *CURRENT SURVEY CONTROL
 GV1408  ___________________________________________________________________
 GV1408* NAD 83(1986)-  37 33 41.     (N)    077 24 24.     (W)     SCALED    
 GV1408* NAVD 88     -        52.143  (meters)     171.07   (feet)  ADJUSTED  
 GV1408  ___________________________________________________________________
 GV1408  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV1408  DYNAMIC HT  -          52.107 (meters)     170.95  (feet)  COMP
 GV1408  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 GV1408
 GV1408  VERT ORDER  -  FIRST     CLASS II
 GV1408
 GV1408.The horizontal coordinates were scaled from a topographic map and have
 GV1408.an estimated accuracy of +/- 6 seconds.
 GV1408
 GV1408.The orthometric height was determined by differential leveling
 GV1408.and adjusted by the National Geodetic Survey in June 1991..
 GV1408
 GV1408.The geoid height was determined by GEOID03.
 GV1408
 GV1408.The dynamic height is computed by dividing the NAVD 88
 GV1408.geopotential number by the normal gravity value computed on the
 GV1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1408.degrees latitude (g = 980.6199 gals.).
 GV1408
 GV1408.The modeled gravity was interpolated from observed gravity values.
 GV1408
 GV1408;                    North         East    Units  Estimated Accuracy
 GV1408;SPC VA S     - 1,136,840.    3,596,590.      MT  (+/- 180 meters Scaled)
 GV1408
 GV1408                          SUPERSEDED SURVEY CONTROL
 GV1408
 GV1408  NGVD 29 (??/??/??)   52.457  (m)          172.10   (f) ADJUSTED    1 2
 GV1408
 GV1408.Superseded values are not recommended for survey control.
 GV1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1408.See file dsdata.txt to determine how the superseded data were derived.
 GV1408
 GV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG874598(NAD 83)
 GV1408_MARKER: DB = BENCH MARK DISK
 GV1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1408_STAMPING: CENTRAL A 1942
 GV1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1408+STABILITY: SURFACE MOTION
 GV1408
 GV1408  HISTORY     - Date     Condition        Report By
 GV1408  HISTORY     - 1942     MONUMENTED       CGS
 GV1408  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1408  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV1408  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1408  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1408  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 GV1408
 GV1408                          STATION DESCRIPTION
 GV1408
 GV1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1408'2.9 MI NE FROM RICHMOND.
 GV1408'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM NORTH BRIDGE
 GV1408'OF MAYO BRIDGE AT RICHMOND, HENRICO COUNTY, AT CENTRAL AIRPORT,
 GV1408'320 FEET NORTH OF THE NORTHEAST CORNER OF THE SERVICE STATION
 GV1408'AT THE JUNCTION OF MAGNOLIA AVENUE, 66 FEET EAST OF THE EAST
 GV1408'CURB OF U.S. HIGHWAY 360, 50 FEET SOUTHWEST OF THE SOUTHWEST
 GV1408'CORNER OF THE CONCRETE-BLOCK AIRPORT HANGAR, AND IN A CORNER OF
 GV1408'THE FENCE DIVIDING THE AIRPORT AND THE PARKING SPACE.  A STANDARD
 GV1408'DISK, STAMPED CENTRAL A 1942 AND SET IN THE TOP OF A CONCRETE
 GV1408'POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- THE AIRPORT IS
 GV1408'GONE AND THE AREA IS NOW OCCUPIED BY A HOUSING DEVELOPMENT.
 GV1408
 GV1408                          STATION RECOVERY (1983)
 GV1408
 GV1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV1408'MARK NOT FOUND.
 GV1408
 GV1408                          STATION RECOVERY (1996)
 GV1408
 GV1408'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1408'MARK NOT FOUND.
 GV1408
 GV1408                          STATION RECOVERY (2000)
 GV1408
 GV1408'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1408'MARK NOT FOUND.
 GV1408
 GV1408                          STATION RECOVERY (2005)
 GV1408
 GV1408'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV1408'SEARCHED IN AREA OF PLOTTED POSITION, NO MARKER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4034 ***********************************************************************
 FX4034  DESIGNATION -  CENTRAL HILL
 FX4034  PID         -  FX4034
 FX4034  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4034  USGS QUAD   -  SMITHFIELD (1989)
 FX4034
 FX4034                         *CURRENT SURVEY CONTROL
 FX4034  ___________________________________________________________________
 FX4034* NAD 83(1993)-  36 54 45.33675(N)    076 44 47.29982(W)     ADJUSTED  
 FX4034* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 FX4034  ___________________________________________________________________
 FX4034  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 FX4034  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 FX4034
 FX4034  HORZ ORDER  -  SECOND
 FX4034
 FX4034.The horizontal coordinates were established by classical geodetic methods
 FX4034.and adjusted by the National Geodetic Survey in September 1995..
 FX4034
 FX4034.The orthometric height was scaled from a topographic map.
 FX4034
 FX4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4034
 FX4034.The geoid height was determined by GEOID03.
 FX4034
 FX4034;                    North         East     Units Scale Factor Converg.
 FX4034;SPC VA S     - 1,065,734.198 3,656,250.300   MT  0.99997672   +1 03 51.3
 FX4034;SPC VA S     - 3,496,496.28 11,995,547.86   sFT  0.99997672   +1 03 51.3
 FX4034;UTM  18      - 4,086,600.516   344,421.309   MT  0.99989819   -1 02 56.9
 FX4034
 FX4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4034!SPC VA S     -   1.00000173  x   0.99997672  =   0.99997845
 FX4034!UTM  18      -   1.00000173  x   0.99989819  =   0.99989992
 FX4034
 FX4034|---------------------------------------------------------------------|
 FX4034| PID    Reference Object                     Distance      Geod. Az  |
 FX4034|                                                           dddmmss.s |
 FX4034| DC8159 CENTRAL HILL RM 1                    28.585 METERS 10405     |
 FX4034| FX4037 ISLE OF WIGHT LOOKOUT TOWER         APPROX. 2.9 KM 1531645.7 |
 FX4034| DC8160 CENTRAL HILL RM 2                    38.208 METERS 18345     |
 FX4034| FX4077 ZUNI WATER TANK                     APPROX. 9.2 KM 2344225.8 |
 FX4034| DC8158 CENTRAL HILL AZ MK                                 3444633.0 |
 FX4034|---------------------------------------------------------------------|
 FX4034
 FX4034                          SUPERSEDED SURVEY CONTROL
 FX4034
 FX4034  NAD 83(1986)-  36 54 45.34312(N)    076 44 47.32535(W) AD(       ) 2
 FX4034  NAD 27      -  36 54 44.80200(N)    076 44 48.47500(W) AD(       ) 2
 FX4034
 FX4034.Superseded values are not recommended for survey control.
 FX4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4034.See file dsdata.txt to determine how the superseded data were derived.
 FX4034
 FX4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4442186601(NAD 83)
 FX4034_MARKER: DS = TRIANGULATION STATION DISK
 FX4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4034
 FX4034  HISTORY     - Date     Condition        Report By
 FX4034  HISTORY     - 1944     MONUMENTED       CGS
 FX4034  HISTORY     - 1960     GOOD             CGS
 FX4034  HISTORY     - 1975     GOOD             NGS
 FX4034  HISTORY     - 20010915 GOOD             USPSQD
 FX4034
 FX4034                          STATION DESCRIPTION
 FX4034
 FX4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4034'STATION IS LOCATED AT THE W EDGE OF A SETTLEMENT OF CENTRAL HILL,
 FX4034'IN THE YARD OF THE CENTRAL HILL BAPTIST CHURCH.  IT IS 36 FEET E
 FX4034'OF A LONE OAK TREE, 69 FEET NNE OF POWER-TRANSMISSION LINE POLE
 FX4034'7-88, 46 FEET SW OF THE CENTER LINE OF HIGHWAY, AND 85 FEET W OF
 FX4034'THE INTERSECTION OF THE MOST W CHURCH ROAD AND THE HIGHWAY.  IT
 FX4034'IS STAMPED CENTRAL HILL 1944 AND IS FLUSH WITH THE GROUND.
 FX4034'
 FX4034'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FX4034'DISKS SET IN CONCRETE.
 FX4034'
 FX4034'REFERENCE MARK 1 IS ESE OF THE STATION, 17 FEET E OF THE CENTER
 FX4034'LINE OF THE CHURCH ROAD, 25 FEET SSW OF THE CENTER LINE OF THE
 FX4034'HIGHWAY, AND 70 FEET N OF THE NW CORNER OF THE CHURCH.  IT IS
 FX4034'STAMPED CENTRAL HILL NO 1 1944 AND PROJECTS ABOUT 8 INCHES.
 FX4034'
 FX4034'REFERENCE MARK 2 IS S OF THE STATION, 48 FEET W OF THE SW
 FX4034'CORNER OF THE CHURCH, 26 FEET ENE OF THE CENTER LINE OF THE DIRT
 FX4034'ROAD, AND 62.6 FEET SSE OF POWER-TRANSMISSION LINE POLE 7-88.
 FX4034'IT IS STAMPED CENTRAL HILL NO 2 1944 AND PROJECTS ABOUT 5 INCHES.
 FX4034'
 FX4034'AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF THE STATION, IN THE S
 FX4034'EDGE OF THE WOODS, 13 FEET N OF THE CENTER LINE OF THE ROAD, AND
 FX4034'0.1 MILE W OF THE POINT WHERE THE POWER-TRANSMISSION LINE CROSSES
 FX4034'THE ROAD.  IT IS STAMPED CENTRAL HILL 1944 AND PROJECTS ABOUT 8
 FX4034'INCHES.  TO REACH FROM THE STATION, GO W 0.05 MILE TO A DIRT
 FX4034'ROAD RIGHT, TURN RIGHT (STATE ROAD 637) AND GO 0.25 MILE TO THE
 FX4034'MARK ON THE LEFT.
 FX4034'
 FX4034'TO REACH STATION FROM THE ISLE OF WIGHT COURTHOUSE, GO SW ON
 FX4034'STATE HIGHWAY 258 FOR 0.6 MILE TO A SIDE ROAD RIGHT JUST AFTER
 FX4034'PASSING THE J.R.SEWARD STORE ON THE LEFT, TURN RIGHT (STATE ROAD
 FX4034'637) AND GO 1.85 MILES TO THE CENTRAL HILL BAPTIST CHURCH AND THE
 FX4034'STATION ON THE LEFT.  THIS IS 0.05 MILE BEFORE REACHING A DIRT
 FX4034'CROSS ROAD.
 FX4034'
 FX4034'A 90-FOOT TOWER WAS USED.
 FX4034
 FX4034                          STATION RECOVERY (1960)
 FX4034
 FX4034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4034'STATION MARK AND REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AS
 FX4034'DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED TO
 FX4034'HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  A NEW DESCRIPTION
 FX4034'FOLLOWS--STATION IS LOCATED IN THE SETTLEMENT OF CENTRAL HILL, IN
 FX4034'THE LAWN OF CENTRAL HILL BAPTIST CHURCH AND ABOUT 2 MILES NORTH
 FX4034'OF ISLE OF WIGHT.  IT IS 132.8 FEET WEST OF THE MOST
 FX4034'NORTHWESTERLY CORNER OF THE CHURCH, 132 FEET NORTHWEST OF THE
 FX4034'SOUTHWEST CORNER OF THE ENTRANCE OF THE CHURCH, 70 FEET NORTH
 FX4034'OF POWER POLE 7-88, 44 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 FX4034'AND 37 FEET EAST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH
 FX4034'WITH THE GROUND AND THE DISK IS STAMPED CENTRAL HILL 1944.
 FX4034'
 FX4034'REFERENCE MARK NO. 1 IS 97.3 FEET NORTHWEST OF THE NORTHEAST
 FX4034'CORNER OF THE CHURCH, 72.0 FEET NORTH OF THE MOST NORTHWEST
 FX4034'CORNER OF THE CHURCH, AND 24 FEET SOUTHWEST OF THE CENTER OF THE
 FX4034'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTRAL
 FX4034'HILL NO 1 1944.
 FX4034'
 FX4034'REFERENCE MARK NO. 2 IS 63.7 FEET SOUTHEAST OF THE POWER POLE,
 FX4034'48.3 FEET WEST OF THE SOUTHWEST CORNER OF THE ENTRANCE, 30.8
 FX4034'FEET NORTHWEST OF THE EDGE OF THE SIDEWALK LEADING TO THE CEMETERY
 FX4034'AND 30 FEET NORTHEAST OF THE CENTER OF THE ROAD.  THE MARK
 FX4034'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CENTRAL HILL NO 2
 FX4034'1944.
 FX4034'
 FX4034'TO REACH THE STATION FROM THE COURTHOUSE IN ISLE OF WIGHT.  GO
 FX4034'SOUTHWEST ON STATE HIGHWAY 258 FOR 0.6 MILE TO COUNTY ROAD 637
 FX4034'RIGHT, TURN RIGHT AND GO 1.9 MILES TO THE CENTRAL HILL BAPTIST
 FX4034'CHURCH ON THE LEFT AND STATION AS DESCRIBED.
 FX4034
 FX4034                          STATION RECOVERY (1975)
 FX4034
 FX4034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FX4034'STATION WAS RECOVERED AS DESCRIBED BY J. C. E. IN 1960 AND ALL
 FX4034'MARKS WERE FOUND TO BE IN GOOD CONDITION.  STATION MARK IS NOW ABOUT
 FX4034'4 INCHES BELOW THE SURFACE.
 FX4034
 FX4034                          STATION RECOVERY (2001)
 FX4034
 FX4034'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX4034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5408 ***********************************************************************
 GV5408  DESIGNATION -  CENTRAL STA HOSP SUPERSTR TK
 GV5408  PID         -  GV5408
 GV5408  STATE/COUNTY-  VA/DINWIDDIE
 GV5408  USGS QUAD   -  PETERSBURG (1994)
 GV5408
 GV5408                         *CURRENT SURVEY CONTROL
 GV5408  ___________________________________________________________________
 GV5408* NAD 83(1993)-  37 12 27.20283(N)    077 27 07.46685(W)     ADJUSTED  
 GV5408* NAVD 88     -                                                        
 GV5408  ___________________________________________________________________
 GV5408  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 GV5408  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV5408
 GV5408  HORZ ORDER  -  THIRD
 GV5408
 GV5408.The horizontal coordinates were established by classical geodetic methods
 GV5408.and adjusted by the National Geodetic Survey in September 1995..
 GV5408
 GV5408
 GV5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5408
 GV5408.The geoid height was determined by GEOID03.
 GV5408
 GV5408;                    North         East     Units Scale Factor Converg.
 GV5408;SPC VA S     - 1,097,532.593 3,593,016.854   MT  0.99994928   +0 38 09.6
 GV5408;SPC VA S     - 3,600,821.52 11,788,089.46   sFT  0.99994928   +0 38 09.6
 GV5408;UTM  18      - 4,120,714.327   282,400.534   MT  1.00018331   -1 29 00.1
 GV5408
 GV5408                          SUPERSEDED SURVEY CONTROL
 GV5408
 GV5408  NAD 83(1993)-  37 12 27.21297(N)    077 27 07.48768(W) AD(       ) 4
 GV5408  NAD 83(1986)-  37 12 27.21054(N)    077 27 07.48768(W) AD(       ) 4
 GV5408  NAD 27      -  37 12 26.67400(N)    077 27 08.54400(W) AD(       ) 3
 GV5408
 GV5408.Superseded values are not recommended for survey control.
 GV5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5408.See file dsdata.txt to determine how the superseded data were derived.
 GV5408
 GV5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8240120714(NAD 83)
 GV5408_MARKER: 53 = ELEVATED TANK
 GV5408
 GV5408  HISTORY     - Date     Condition        Report By
 GV5408  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5408  HISTORY     - 1943     GOOD             CGS
 GV5408  HISTORY     - 1953     GOOD             AMS
 GV5408  HISTORY     - 20010331 GOOD             NGS
 GV5408  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 GV5408
 GV5408                          STATION DESCRIPTION
 GV5408
 GV5408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5408'THIS INTERSECTION STATION IS LOCATED ABOUT 3 MILES WSW OF
 GV5408'PETERSBURG, ON THE GROUNDS OF THE STATE HOSPITAL, 0.2 MILE
 GV5408'W OF THE MAIN BUILDING AND 0.5 MILE SW OF U.S. HIGHWAYS 1
 GV5408'AND 460.
 GV5408'
 GV5408'IT IS THE LARGEST OF THREE TANKS ON THESE GROUNDS.  A FOUR-LEGGED
 GV5408'STEEL STRUCTURE ABOUT 110 FEET HIGH AND THE CENTRAL STRUCTURE
 GV5408'IS PAINTED ALUMINUM.  POINT OBSERVED UPON, THE FINIAL ON
 GV5408'THE APEX OF THE ROOF.
 GV5408
 GV5408                          STATION RECOVERY (1943)
 GV5408
 GV5408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV5408'STATION IS ELEVATED ALUMINUM WATER TANK ON PROPERTY OF CENTRAL
 GV5408'STATE HOSPITAL, 2.0 MILES W OF PETERSBURG ON ROUTE U.S. 460.
 GV5408'TANK IS 100 FEET TALL.
 GV5408'
 GV5408'STATION WAS USED AS U.S.G.S. TRAVERSE STATION NO. 1065.
 GV5408
 GV5408                          STATION RECOVERY (1953)
 GV5408
 GV5408'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5408'THE MARK IS THE CENTER OF A BLACK TOPPED WATER TANK SW OF
 GV5408'THE SW CORNER OF A LONG E-W BUILDING.  THE MARK WAS RECOVERED
 GV5408'IN GOOD CONDITION AS DESCRIBED.  IT IS 35 FEET S OF CENTERLINE
 GV5408'OF ROAD, 43 FEET E OF CENTERLINE OF ROAD AND 47.5 FEET SE
 GV5408'OF CENTERLINE INTERSECTION.
 GV5408
 GV5408                          STATION RECOVERY (2001)
 GV5408
 GV5408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5408
 GV5408                          STATION RECOVERY (2005)
 GV5408
 GV5408'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV5408'CENTRAL STATE HOSPITAL SUPERSTR TANK AND OTHER TANKS NEARBY HAVE BEEN
 GV5408'REPLACED BY TWO NEW SIX LEGGED TANKS ERECTED IN 1961 AND 1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9371 ***********************************************************************
 HV9371  DESIGNATION -  CENTREVILLE 2 RESET
 HV9371  PID         -  HV9371
 HV9371  STATE/COUNTY-  VA/FAIRFAX
 HV9371  USGS QUAD   -  MANASSAS (1994)
 HV9371
 HV9371                         *CURRENT SURVEY CONTROL
 HV9371  ___________________________________________________________________
 HV9371* NAD 83(1993)-  38 50 17.33528(N)    077 25 32.14916(W)     ADJUSTED  
 HV9371* NAVD 88     -       121.714  (meters)     399.32   (feet)  ADJUSTED  
 HV9371  ___________________________________________________________________
 HV9371  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HV9371  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV9371  DYNAMIC HT  -         121.648 (meters)     399.11  (feet)  COMP
 HV9371  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 HV9371
 HV9371  HORZ ORDER  -  SECOND
 HV9371  VERT ORDER  -  THIRD
 HV9371
 HV9371.The horizontal coordinates were established by classical geodetic methods
 HV9371.and adjusted by the National Geodetic Survey in November 1994..
 HV9371.No horizontal observational check was made to the station.
 HV9371
 HV9371.The orthometric height was determined by differential leveling
 HV9371.and adjusted by the National Geodetic Survey in September 2004..
 HV9371
 HV9371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9371
 HV9371.The geoid height was determined by GEOID03.
 HV9371
 HV9371.The dynamic height is computed by dividing the NAVD 88
 HV9371.geopotential number by the normal gravity value computed on the
 HV9371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9371.degrees latitude (g = 980.6199 gals.).
 HV9371
 HV9371.The modeled gravity was interpolated from observed gravity values.
 HV9371
 HV9371;                    North         East     Units Scale Factor Converg.
 HV9371;SPC VA N     - 2,130,579.981 3,593,277.081   MT  0.99995578   +0 40 14.0
 HV9371;SPC VA N     - 6,990,077.82 11,788,943.22   sFT  0.99995578   +0 40 14.0
 HV9371;UTM  18      - 4,301,611.605   289,472.069   MT  1.00014581   -1 31 18.1
 HV9371
 HV9371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9371!SPC VA N     -   0.99998589  x   0.99995578  =   0.99994167
 HV9371!UTM  18      -   0.99998589  x   1.00014581  =   1.00013170
 HV9371
 HV9371|---------------------------------------------------------------------|
 HV9371| PID    Reference Object                     Distance      Geod. Az  |
 HV9371|                                                           dddmmss.s |
 HV9371| HV2690 CENTREVILLE 2 RM 3                   22.512 METERS 15841     |
 HV9371| HV2693 CENTERVILLE AZ MK                                  2260101.5 |
 HV9371| HV2691 CENTREVILLE 2 RM 4                   22.395 METERS 25132     |
 HV9371| HV2688 CENTERVILLE RM 1                     10.478 METERS 28935     |
 HV9371| HV5212 CENTREVILLE 2 RM 5                   24.597 METERS 29510     |
 HV9371|---------------------------------------------------------------------|
 HV9371
 HV9371                          SUPERSEDED SURVEY CONTROL
 HV9371
 HV9371  NAD 83(1993)-  38 50 17.33437(N)    077 25 32.15590(W) AD(       ) 2
 HV9371
 HV9371.Superseded values are not recommended for survey control.
 HV9371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9371.See file dsdata.txt to determine how the superseded data were derived.
 HV9371
 HV9371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8947201612(NAD 83)
 HV9371_MARKER: DS = TRIANGULATION STATION DISK
 HV9371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9371_SP_SET: CONCRETE POST
 HV9371_STAMPING: CENTREVILLE 2 1958 1969
 HV9371_MARK LOGO: CGS   
 HV9371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9371+STABILITY: SURFACE MOTION
 HV9371
 HV9371  HISTORY     - Date     Condition        Report By
 HV9371  HISTORY     - 1969     MONUMENTED       CGS
 HV9371  HISTORY     - 19920130 GOOD             MSI
 HV9371
 HV9371                          STATION DESCRIPTION
 HV9371
 HV9371'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9371'STATION IS LOCATED IN CENTREVILLE ON THE CENTREVILLE ELEMENTARY
 HV9371'SCHOOL GROUNDS, ON THE EAST SIDE OF THE BUILDING, IN TOP OF A ROUND
 HV9371'CONCRETE POST, 51.4 FEET (15.7 M) SOUTHEAST OF THE EAST END OF A
 HV9371'CONCRETE RETAINING WALL, AND 37.0 FEET (11.3 M) EAST OF A STAIRWAY
 HV9371'LEADING TO THE BUILDING.  AN UNDERGROUND MARK WAS SET 32 INCHES BELOW
 HV9371'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2690 ***********************************************************************
 HV2690  DESIGNATION -  CENTREVILLE 2 RM 3
 HV2690  PID         -  HV2690
 HV2690  STATE/COUNTY-  VA/FAIRFAX
 HV2690  USGS QUAD   -  MANASSAS (1994)
 HV2690
 HV2690                         *CURRENT SURVEY CONTROL
 HV2690  ___________________________________________________________________
 HV2690* NAD 83(1986)-  38 50 17.     (N)    077 25 32.     (W)     SCALED    
 HV2690* NAVD 88     -       122.638  (meters)     402.35   (feet)  ADJUSTED  
 HV2690  ___________________________________________________________________
 HV2690  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV2690  DYNAMIC HT  -         122.572 (meters)     402.14  (feet)  COMP
 HV2690  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 HV2690
 HV2690  VERT ORDER  -  SECOND    CLASS 0
 HV2690
 HV2690.The horizontal coordinates were scaled from a topographic map and have
 HV2690.an estimated accuracy of +/- 6 seconds.
 HV2690
 HV2690.The orthometric height was determined by differential leveling
 HV2690.and adjusted by the National Geodetic Survey in June 1991..
 HV2690
 HV2690.The geoid height was determined by GEOID03.
 HV2690
 HV2690.The dynamic height is computed by dividing the NAVD 88
 HV2690.geopotential number by the normal gravity value computed on the
 HV2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2690.degrees latitude (g = 980.6199 gals.).
 HV2690
 HV2690.The modeled gravity was interpolated from observed gravity values.
 HV2690
 HV2690;                    North         East    Units  Estimated Accuracy
 HV2690;SPC VA N     - 2,130,570.    3,593,280.      MT  (+/- 180 meters Scaled)
 HV2690
 HV2690                          SUPERSEDED SURVEY CONTROL
 HV2690
 HV2690  NGVD 29 (??/??/??)  122.872  (m)          403.12   (f) ADJUSTED    2 0
 HV2690
 HV2690.Superseded values are not recommended for survey control.
 HV2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2690.See file dsdata.txt to determine how the superseded data were derived.
 HV2690
 HV2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ894016(NAD 83)
 HV2690_MARKER: DR = REFERENCE MARK DISK
 HV2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2690_STAMPING: CENTREVILLE 2 NO 3 1958
 HV2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2690+STABILITY: SURFACE MOTION
 HV2690
 HV2690  HISTORY     - Date     Condition        Report By
 HV2690  HISTORY     - 1958     MONUMENTED       CGS
 HV2690  HISTORY     - 1960     GOOD             CGS
 HV2690  HISTORY     - 1969     GOOD             CGS
 HV2690  HISTORY     - 20030508 POOR             GEOCAC
 HV2690
 HV2690                          STATION DESCRIPTION
 HV2690
 HV2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2690'AT CENTREVILLE.
 HV2690'AT CENTREVILLE, 25.6 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 HV2690'OF EAST WING OF CENTREVILLE SCHOOL, 74 FEET SOUTH OF
 HV2690'TRIANGULATION-STATION CENTREVILLE 2, DESCRIBED, 99.9 FEET
 HV2690'SOUTH-SOUTHEAST OF R M 1, 5 1/2 FEET SOUTH-SOUTHWEST OF A POWER
 HV2690'LINE POLE, 1 FOOT WEST OF A FENCE LINE, 2 1/2 FEET SOUTH OF A
 HV2690'WOODEN WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HV2690'1 INCH.
 HV2690
 HV2690                          STATION RECOVERY (1969)
 HV2690
 HV2690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV2690'RECOVERED IN GOOD CONDITION.
 HV2690
 HV2690                          STATION RECOVERY (2003)
 HV2690
 HV2690'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2690'STAMPING ON DISK IS MUTILATED. STATION IS LOCATED AT THE REAR (EAST)
 HV2690'OF FORMER CENTREVILLE SCHOOL, NOW OFFICES OF ADULT AND COMMUNITY
 HV2690'EDUCATION (ACE) CENTER, ALSO KNOWN AS CENTREVILLE CENTER ON SPINDLE
 HV2690'COURT OFF BRADDOCK ROAD. STATION IS LOCATED APPROXIMATELY FIVE FEET
 HV2690'SSW OF POWER POLE NUMBER CO116/TD86, APPROXIMATELY ONE FOOT EAST OF
 HV2690'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5212 ***********************************************************************
 HV5212  DESIGNATION -  CENTREVILLE 2 RM 5
 HV5212  PID         -  HV5212
 HV5212  STATE/COUNTY-  VA/FAIRFAX
 HV5212  USGS QUAD   -  MANASSAS (1994)
 HV5212
 HV5212                         *CURRENT SURVEY CONTROL
 HV5212  ___________________________________________________________________
 HV5212* NAD 83(1993)-  38 50 17.67455(N)    077 25 33.07219(W)     ADJUSTED  
 HV5212* NAVD 88     -       121.47   (+/-2cm)     398.5    (feet)  VERTCON   
 HV5212  ___________________________________________________________________
 HV5212  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 HV5212  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV5212
 HV5212  HORZ ORDER  -  FIRST
 HV5212  VERT ORDER  -  THIRD ? (See Below)
 HV5212
 HV5212.The horizontal coordinates were established by classical geodetic methods
 HV5212.and adjusted by the National Geodetic Survey in November 1994..
 HV5212
 HV5212.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5212.The vertical order pertains to the NGVD 29 superseded value.
 HV5212
 HV5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5212
 HV5212.The geoid height was determined by GEOID03.
 HV5212
 HV5212;                    North         East     Units Scale Factor Converg.
 HV5212;SPC VA N     - 2,130,590.181 3,593,254.700   MT  0.99995579   +0 40 13.4
 HV5212;SPC VA N     - 6,990,111.29 11,788,869.79   sFT  0.99995579   +0 40 13.4
 HV5212;UTM  18      - 4,301,622.656   289,450.090   MT  1.00014592   -1 31 18.7
 HV5212
 HV5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5212!SPC VA N     -   0.99998593  x   0.99995579  =   0.99994172
 HV5212!UTM  18      -   0.99998593  x   1.00014592  =   1.00013185
 HV5212
 HV5212|---------------------------------------------------------------------|
 HV5212| PID    Reference Object                     Distance      Geod. Az  |
 HV5212|                                                           dddmmss.s |
 HV5212| HV9371 CENTREVILLE 2 RESET                  24.597 METERS 11510     |
 HV5212| HV2690 CENTREVILLE 2 RM 3                   43.767 METERS 13554     |
 HV5212| HV2761 QUARRY                              APPROX. 5.5 KM 2572625.3 |
 HV5212|---------------------------------------------------------------------|
 HV5212
 HV5212                          SUPERSEDED SURVEY CONTROL
 HV5212
 HV5212  NAD 83(1993)-  38 50 17.67364(N)    077 25 33.07893(W) AD(       ) 1
 HV5212  NAD 83(1986)-  38 50 17.67357(N)    077 25 33.08481(W) AD(       ) 1
 HV5212  NAD 27      -  38 50 17.26869(N)    077 25 34.12388(W) AD(       ) 1
 HV5212  NGVD 29 (07/19/86)  121.70   (m)          399.3    (f) LEVELING    3  
 HV5212
 HV5212.Superseded values are not recommended for survey control.
 HV5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5212.See file dsdata.txt to determine how the superseded data were derived.
 HV5212
 HV5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8945001623(NAD 83)
 HV5212_MARKER: DR = REFERENCE MARK DISK
 HV5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5212
 HV5212  HISTORY     - Date     Condition        Report By
 HV5212  HISTORY     - 1969     MONUMENTED       CGS
 HV5212  HISTORY     - 1975     GOOD             NGS
 HV5212
 HV5212                          STATION DESCRIPTION
 HV5212
 HV5212'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5212'THE STATION IS IN THE VILLAGE OF CENTREVILLE AND ON THE NORTHEAST
 HV5212'CORNER OF THE CENTREVILLE SCHOOL GROUNDS.
 HV5212'
 HV5212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 211
 HV5212'AND STATE HIGHWAY 620 IN CENTREVILLE, GO SOUTHERLY ON STATE HIGHWAY
 HV5212'620 FOR 0.05 MILE TO A DRIVE ON THE LEFT.  TURN LEFT AND GO
 HV5212'EASTERLY ON THE DRIVE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HV5212'
 HV5212'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5212'CENTREVILLE 2 1958 NO 5 1969, SET IN THE TOP OF A ROUND CONCRETE
 HV5212'POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH THE SURFACE OF THE
 HV5212'GROUND.  IT IS 101.4 FEET WEST-NORTHWEST OF A POWERLINE POLE,
 HV5212'32.2 FEET NORTHWEST OF THE EAST END OF A CONCRETE RETAINING WALL,
 HV5212'32.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH WING OF
 HV5212'THE SCHOOL BUILDING AND THE UNDERGROUND MARK WAS SET 42
 HV5212'INCHES BELOW THE SURFACE OF THE GROUND.
 HV5212'
 HV5212'CENTREVILLE 2 1958 IS A STANDARD DISK, STAMPED CENTREVILLE 2 1958
 HV5212'1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HV5212'DIAMETER, THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 51.4
 HV5212'FEET EAST-SOUTHEAST OF THE EAST END OF A CONCRETE RETAINING
 HV5212'WALL, 37.0 FEET EAST OF A STAIRWAY LEADING INTO THE BUILDING,
 HV5212'20.7 FEET WEST-NORTHWEST OF A POWER LINE POLE AND ABOUT 2
 HV5212'FEET LOWER IN ELEVATION THAN THE STATION.  THE UNDERGROUND
 HV5212'MARK WAS SET 32 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5212'
 HV5212'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CENTREVILLE 2 NO 3 1958,
 HV5212'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HV5212'THE SURFACE OF THE GROUND.  IT IS 40.6 FEET NORTHEAST OF THE
 HV5212'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 23.7 FEET SOUTHEAST
 HV5212'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 5.0 FEET SOUTH OF
 HV5212'A POWER LINE POLE NUMBERED 1 F 112/2 AND ABOUT THE SAME ELEVATION
 HV5212'AS THE STATION.
 HV5212'
 HV5212'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR LONG REFERENCE MARK COULD
 HV5212'BE FOUND.
 HV5212'
 HV5212'RESULTS OF A SECOND ORDER TRAVERSE.
 HV5212'
 HV5212'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 HV5212'OBSTRUCTIONS.  SIDE ANGLE SIDE COMPUTED DISTANCE.
 HV5212'
 HV5212'CENTREVILLE 2 1958 WAS NOT OCCUPIED DUE TO THE PROXIMITY OF A DRIVE
 HV5212'WAY.
 HV5212
 HV5212                          STATION RECOVERY (1975)
 HV5212
 HV5212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HV5212'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 HV5212'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV5212'
 HV5212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CENTREVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1936 ***********************************************************************
 FZ1936  DESIGNATION -  CERES
 FZ1936  PID         -  FZ1936
 FZ1936  STATE/COUNTY-  VA/BLAND
 FZ1936  USGS QUAD   -  RURAL RETREAT (1988)
 FZ1936
 FZ1936                         *CURRENT SURVEY CONTROL
 FZ1936  ___________________________________________________________________
 FZ1936* NAD 83(1993)-  36 59 41.75867(N)    081 19 07.80545(W)     ADJUSTED  
 FZ1936* NAVD 88     -      1196.62   (+/-2cm)    3925.9    (feet)  VERTCON   
 FZ1936  ___________________________________________________________________
 FZ1936  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FZ1936  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FZ1936
 FZ1936  HORZ ORDER  -  SECOND
 FZ1936  VERT ORDER  -  THIRD ? (See Below)
 FZ1936
 FZ1936.The horizontal coordinates were established by classical geodetic methods
 FZ1936.and adjusted by the National Geodetic Survey in September 1995..
 FZ1936
 FZ1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1936.The vertical order pertains to the NGVD 29 superseded value.
 FZ1936
 FZ1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1936
 FZ1936.The geoid height was determined by GEOID03.
 FZ1936
 FZ1936;                    North         East     Units Scale Factor Converg.
 FZ1936;SPC VA S     - 1,077,166.348 3,249,119.861   MT  0.99996641   -1 42 39.0
 FZ1936;SPC VA S     - 3,534,003.26 10,659,820.74   sFT  0.99996641   -1 42 39.0
 FZ1936;UTM  17      - 4,094,357.768   471,629.406   MT  0.99960992   -0 11 30.7
 FZ1936
 FZ1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1936!SPC VA S     -   0.99981707  x   0.99996641  =   0.99978348
 FZ1936!UTM  17      -   0.99981707  x   0.99960992  =   0.99942706
 FZ1936
 FZ1936|---------------------------------------------------------------------|
 FZ1936| PID    Reference Object                     Distance      Geod. Az  |
 FZ1936|                                                           dddmmss.s |
 FZ1936| DC3966 CERES RM 1                           13.807 METERS 04102     |
 FZ1936| DC3965 CERES AZ MK                                        0425742.1 |
 FZ1936| FZ0749 RURAL                               APPROX.11.1 KM 1590058.2 |
 FZ1936| DC3967 CERES RM 2                           17.669 METERS 18050     |
 FZ1936|---------------------------------------------------------------------|
 FZ1936
 FZ1936                          SUPERSEDED SURVEY CONTROL
 FZ1936
 FZ1936  NAD 83(1986)-  36 59 41.76394(N)    081 19 07.80580(W) AD(       ) 2
 FZ1936  NAD 27      -  36 59 41.33893(N)    081 19 08.43659(W) AD(       ) 2
 FZ1936  NGVD 29 (07/19/86) 1196.68   (m)         3926.1    (f) LEVELING    3  
 FZ1936
 FZ1936.Superseded values are not recommended for survey control.
 FZ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1936.See file dsdata.txt to determine how the superseded data were derived.
 FZ1936
 FZ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7162994358(NAD 83)
 FZ1936_MARKER: DS = TRIANGULATION STATION DISK
 FZ1936_SETTING: 80 = SET IN A BOULDER
 FZ1936
 FZ1936  HISTORY     - Date     Condition        Report By
 FZ1936  HISTORY     - 1934     MONUMENTED       CGS
 FZ1936  HISTORY     - 1958     GOOD             CGS
 FZ1936  HISTORY     - 1963     GOOD             CGS
 FZ1936
 FZ1936                          STATION DESCRIPTION
 FZ1936
 FZ1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1936'THIS STATION IS ON A HIGH PEAK OF WALKER MOUNTAIN, ABOUT
 FZ1936'13-3/4 MILES WNW OF WYTHEVILLE, VA., AND 4-1/2 MILES NE OF
 FZ1936'TILSON GAP, 2 MILES N OF U.S.G.S. STATION TILSON.
 FZ1936'
 FZ1936'STATION MARK IS A STANDARD DISK IN A 1- BY 1-FOOT BURIED
 FZ1936'BOULDER WHICH PROTRUDES ABOUT 4 INCHES, AND IS 16 FEET WSW
 FZ1936'OF A ROCK LEDGE RUNNING N AND S WHICH FORMS THE HIGHEST
 FZ1936'PART OF RIDGE.
 FZ1936'
 FZ1936'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE
 FZ1936'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 FZ1936'
 FZ1936'REFERENCE MARK NO. 1 IS NNE OF STATION IN IRREGULAR-SHAPED
 FZ1936'ROCK OUTCROP WHICH IS FLAT ON TOP 14 FEET W OF A VERY CROOKED
 FZ1936'20-INCH OAK TREE.
 FZ1936'
 FZ1936'REFERENCE MARK NO. 2 IS S OF STATION ON TOP OF RIDGE IN ROCK
 FZ1936'LEDGE.  IT IS 21 FEET NNE OF A 10-INCH HICKORY TREE.
 FZ1936'
 FZ1936'AZIMUTH MARK IS NE OF STATION.  10 FEET E OF PATH FROM STATION
 FZ1936'ALONG THE TOP OF RIDGE, IN THE TOP OF A 4- BY 6-FOOT OVERHANGING
 FZ1936'ROCK OUTCROP.
 FZ1936'
 FZ1936'TO REACH FROM CERES, VA., ON STATE HIGHWAY 42, TURN S AT
 FZ1936'REPASS GENERAL STORE AND GO 0.6 MILE AND TURN RIGHT ACROSS
 FZ1936'CREEK.  GO 0.45 MILE AND TURN LEFT ON T-ROAD.  FOLLOW THIS
 FZ1936'MAIN ROAD FOR 3.3 MILES TO TOP OF GAP.  HERE TAKE OFF BY FOOT
 FZ1936'TO LEFT (N) ALONG TOP OF RIDGE FOR 2.5 MILES TO HIGH POINT
 FZ1936'AND STATION.
 FZ1936'
 FZ1936'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 FZ1936
 FZ1936                          STATION RECOVERY (1958)
 FZ1936
 FZ1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1936'THE STATION AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FZ1936'THERE IS A SLIGHT ERROR IN THE DESCRIPTION AS TO DISTANCE
 FZ1936'TO REFERENCE MARK NO. 1.  IT SHOULD READ ABOUT 45.3 FEET.  THE
 FZ1936'RIDGE IS HAVEY TIMBERED.
 FZ1936
 FZ1936                          STATION RECOVERY (1963)
 FZ1936
 FZ1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1936'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 FZ1936'MARK WERE RECOVERED IN GOOD CONDITION.  THE ERROR FOUND IN
 FZ1936'THE DISTANCE TO REFERENCE MARK NO. 1 IN 1958 WAS CONFIRM AT
 FZ1936'THIS TIME.  A HORIZONTAL DIRECTION WAS NOT OBTAINED TO THE
 FZ1936'AZIMUTH MARK DUE TO EXCESSIVE CLEARING.  THE 1934 DESCRIPTION
 FZ1936'OF THE MARKS IS ADEQUATE.  FOLLOWING IS A NEW TO REACH.
 FZ1936'
 FZ1936'TO REACH THE STATION FROM THE POST OFFICE IN WYTHEVILLE,
 FZ1936'GO NORTH ON U.S. HIGHWAY 21 AND 52 FOR 6.8 MILES TO THE
 FZ1936'JUNCTION WITH STATE HIGHWAY 680, TURN LEFT WESTERLY ON STATE
 FZ1936'HIGHWAY 680 AND GO 5.3 MILES TO THE JUNCTION WITH STATE HIGHWAY
 FZ1936'625, GARAGE AND WHITE HOUSE ON THE LEFT, TURN RIGHT NORTHERLY ON
 FZ1936'STATE HIGHWAY 625 AND GO 1.0 MILE TO A WHITE WOODEN BRIDGE, BIG
 FZ1936'BRICK HOUSE ON THE RIGHT JUST AFTER CROSSING OVER BRIDGE,
 FZ1936'CONTINUE ON NORTHERLY ON THE GRAVELED ROAD FOR 2.5 MILES TO A
 FZ1936'T-ROAD LEFT AND SIGN ON THE RIGHT, CULLION GAME MANAGEMENT
 FZ1936'UNIT, TURN LEFT NORTH ACROSS SMALL BRIDGE AND GO 1.5
 FZ1936'MILES TO MR. HOLSTONS HOUSE ON THE LEFT AT THE FOOT OF
 FZ1936'THE MOUNTAIN, CONTINUE ON NORTHERLY ON FOREST SERVICE ROAD
 FZ1936'FOR 2.9 MILES TO THE TOP OF THE MOUNTAIN AND SIGN ON THE
 FZ1936'LEFT, BIG WALKER L.O.  AT THIS POINT PACK NORTHERLY ON THE
 FZ1936'APPALACHIAN TRAIL FOR ABOUT 2.5 MILES TO THE HIGHEST POINT
 FZ1936'AND STATION.  THE STATION IS ABOUT 50 YARDS NORTH OF THE
 FZ1936'TRAIL.
 FZ1936'
 FZ1936'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1772 ***********************************************************************
 GV1772  TIDAL BM    -  This is a Tidal Bench Mark.
 GV1772  DESIGNATION -  CH 3 USGS
 GV1772  PID         -  GV1772
 GV1772  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1772  USGS QUAD   -  HOPEWELL (1994)
 GV1772
 GV1772                         *CURRENT SURVEY CONTROL
 GV1772  ___________________________________________________________________
 GV1772* NAD 83(1986)-  37 18 10.     (N)    077 17 19.     (W)     SCALED    
 GV1772* NAVD 88     -        14.829  (meters)      48.65   (feet)  ADJUSTED  
 GV1772  ___________________________________________________________________
 GV1772  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV1772  DYNAMIC HT  -          14.818 (meters)      48.62  (feet)  COMP
 GV1772  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 GV1772
 GV1772  VERT ORDER  -  SECOND    CLASS 0
 GV1772
 GV1772.The horizontal coordinates were scaled from a topographic map and have
 GV1772.an estimated accuracy of +/- 6 seconds.
 GV1772
 GV1772.The orthometric height was determined by differential leveling
 GV1772.and adjusted by the National Geodetic Survey in June 1991..
 GV1772
 GV1772.This Tidal Bench Mark is designated as VM 16901
 GV1772.by the Center for Operational Oceanographic Products and Services.
 GV1772
 GV1772.The geoid height was determined by GEOID03.
 GV1772
 GV1772.The dynamic height is computed by dividing the NAVD 88
 GV1772.geopotential number by the normal gravity value computed on the
 GV1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1772.degrees latitude (g = 980.6199 gals.).
 GV1772
 GV1772.The modeled gravity was interpolated from observed gravity values.
 GV1772
 GV1772;                    North         East    Units  Estimated Accuracy
 GV1772;SPC VA S     - 1,108,270.    3,607,390.      MT  (+/- 180 meters Scaled)
 GV1772
 GV1772                          SUPERSEDED SURVEY CONTROL
 GV1772
 GV1772  NGVD 29 (??/??/??)   15.186  (m)           49.82   (f) ADJUSTED    2 0
 GV1772
 GV1772.Superseded values are not recommended for survey control.
 GV1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1772.See file dsdata.txt to determine how the superseded data were derived.
 GV1772
 GV1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG971309(NAD 83)
 GV1772_MARKER: DD = SURVEY DISK
 GV1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1772_SP_SET: SIDEWALK
 GV1772_STAMPING: CH 3 1940
 GV1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1772+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 GV1772
 GV1772  HISTORY     - Date     Condition        Report By
 GV1772  HISTORY     - 1940     MONUMENTED       USGS
 GV1772  HISTORY     - 1961     GOOD             CGS
 GV1772  HISTORY     - 1974     GOOD             LOCENG
 GV1772  HISTORY     - 19980418 GOOD             USPSQD
 GV1772  HISTORY     - 20030322 GOOD             USPSQD
 GV1772  HISTORY     - 20060524 GOOD             GEOCAC
 GV1772
 GV1772                          STATION DESCRIPTION
 GV1772
 GV1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1772'AT HOPEWELL.
 GV1772'AT HOPEWELL, PRINCE GEORGE COUNTY, AT THE POST OFFICE, AT THE
 GV1772'FRONT (SOUTH) ENTRANCE TO THE BUILDING, AT THE SOUTH END OF THE
 GV1772'WEST IRON RAIL, 8 FEET WEST OF THE CENTER OF THE ENTRANCE, AND
 GV1772'IN THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GV1772'DISK, STAMPED CH 3 1940.
 GV1772
 GV1772                          STATION RECOVERY (1974)
 GV1772
 GV1772'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GV1772'RECOVERED IN GOOD CONDITION.
 GV1772
 GV1772                          STATION RECOVERY (1998)
 GV1772
 GV1772'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1772'RECOVERED IN GOOD CONDITION.
 GV1772
 GV1772                          STATION RECOVERY (2003)
 GV1772
 GV1772'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1772'RECOVERED IN GOOD CONDITION.
 GV1772
 GV1772                          STATION RECOVERY (2006)
 GV1772
 GV1772'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 GV1772'FOUND AS DESCRIBED ON THE SIDEWALK AT THE BASE OF THE STAIRS LEADING
 GV1772'TO THE POST OFFICE ENTRYWAY. FACING THE BUILDING, THE MARK WILL BE ON
 GV1772'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1643 ***********************************************************************
 GV1643  DESIGNATION -  CH 7 USGS
 GV1643  PID         -  GV1643
 GV1643  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1643  USGS QUAD   -  HOPEWELL (1994)
 GV1643
 GV1643                         *CURRENT SURVEY CONTROL
 GV1643  ___________________________________________________________________
 GV1643* NAD 83(1986)-  37 17 33.     (N)    077 17 52.     (W)     SCALED    
 GV1643* NAVD 88     -        17.374  (meters)      57.00   (feet)  ADJUSTED  
 GV1643  ___________________________________________________________________
 GV1643  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV1643  DYNAMIC HT  -          17.362 (meters)      56.96  (feet)  COMP
 GV1643  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 GV1643
 GV1643  VERT ORDER  -  FIRST     CLASS II
 GV1643
 GV1643.The horizontal coordinates were scaled from a topographic map and have
 GV1643.an estimated accuracy of +/- 6 seconds.
 GV1643
 GV1643.The orthometric height was determined by differential leveling
 GV1643.and adjusted by the National Geodetic Survey in June 1991..
 GV1643
 GV1643.The geoid height was determined by GEOID03.
 GV1643
 GV1643.The dynamic height is computed by dividing the NAVD 88
 GV1643.geopotential number by the normal gravity value computed on the
 GV1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1643.degrees latitude (g = 980.6199 gals.).
 GV1643
 GV1643.The modeled gravity was interpolated from observed gravity values.
 GV1643
 GV1643;                    North         East    Units  Estimated Accuracy
 GV1643;SPC VA S     - 1,107,120.    3,606,590.      MT  (+/- 180 meters Scaled)
 GV1643
 GV1643                          SUPERSEDED SURVEY CONTROL
 GV1643
 GV1643  NGVD 29 (??/??/??)   17.732  (m)           58.18   (f) ADJUSTED    1 2
 GV1643
 GV1643.Superseded values are not recommended for survey control.
 GV1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1643.See file dsdata.txt to determine how the superseded data were derived.
 GV1643
 GV1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG963297(NAD 83)
 GV1643_MARKER: DD = SURVEY DISK
 GV1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1643_STAMPING: CH 7 1934
 GV1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1643+STABILITY: SURFACE MOTION
 GV1643
 GV1643  HISTORY     - Date     Condition        Report By
 GV1643  HISTORY     - 1934     MONUMENTED       USGS
 GV1643  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1643  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1643  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1643
 GV1643                          STATION DESCRIPTION
 GV1643
 GV1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1643'1.1 MI SW FROM HOPEWELL.
 GV1643'1.1 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1643'THE STATION AT HOPEWELL, PRINCE GEORGE COUNTY, NEAR THE CROSSING
 GV1643'OF STATE HIGHWAY 36, 23.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GV1643'20.7 FEET NORTHWEST OF A SWITCH STAND, 18.2 FEET WEST OF THE
 GV1643'BATTERY CASE FOR A CROSSING-WARNING SIGNAL, AND ABOUT 1 FOOT
 GV1643'HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 GV1643'STANDARD DISK, STAMPED CH 7 1934 AND SET IN THE TOP OF A CONCRETE
 GV1643'POST.
 GV1643
 GV1643                          STATION RECOVERY (1998)
 GV1643
 GV1643'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1643'MARK NOT FOUND.
 GV1643
 GV1643                          STATION RECOVERY (2003)
 GV1643
 GV1643'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8368 ***********************************************************************
 HV8368  DESIGNATION -  CH WALK
 HV8368  PID         -  HV8368
 HV8368  STATE/COUNTY-  VA/FAIRFAX
 HV8368  USGS QUAD   -  FAIRFAX (1994)
 HV8368
 HV8368                         *CURRENT SURVEY CONTROL
 HV8368  ___________________________________________________________________
 HV8368* NAD 83(1993)-  38 48 35.12237(N)    077 19 35.05583(W)     ADJUSTED  
 HV8368* NAVD 88     -       131.3    (meters)     431.     (feet)  VERTCON   
 HV8368  ___________________________________________________________________
 HV8368  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HV8368  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8368
 HV8368  HORZ ORDER  -  SECOND
 HV8368
 HV8368.The horizontal coordinates were established by classical geodetic methods
 HV8368.and adjusted by the National Geodetic Survey in November 1994..
 HV8368
 HV8368.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8368
 HV8368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8368
 HV8368.The geoid height was determined by GEOID03.
 HV8368
 HV8368;                    North         East     Units Scale Factor Converg.
 HV8368;SPC VA N     - 2,127,533.909 3,601,928.584   MT  0.99995400   +0 43 56.9
 HV8368;SPC VA N     - 6,980,084.17 11,817,327.36   sFT  0.99995400   +0 43 56.9
 HV8368;UTM  18      - 4,298,236.343   298,002.199   MT  1.00010247   -1 27 30.7
 HV8368
 HV8368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8368!SPC VA N     -   0.99998439  x   0.99995400  =   0.99993839
 HV8368!UTM  18      -   0.99998439  x   1.00010247  =   1.00008686
 HV8368
 HV8368                          SUPERSEDED SURVEY CONTROL
 HV8368
 HV8368  NAD 83(1993)-  38 48 35.12114(N)    077 19 35.06140(W) AD(       ) 2
 HV8368  NAD 83(1986)-  38 48 35.12144(N)    077 19 35.06893(W) AD(       ) 2
 HV8368  NGVD 29 (01/12/90)  131.6    (m)          432.     (f) VERT ANG       
 HV8368
 HV8368.Superseded values are not recommended for survey control.
 HV8368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8368.See file dsdata.txt to determine how the superseded data were derived.
 HV8368
 HV8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9800298236(NAD 83)
 HV8368_MARKER: Z = SEE DESCRIPTION
 HV8368_SETTING: 0 = UNSPECIFIED SETTING
 HV8368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8368
 HV8368  HISTORY     - Date     Condition        Report By
 HV8368  HISTORY     - 1975     MONUMENTED       VA-059
 HV8368
 HV8368                          STATION DESCRIPTION
 HV8368
 HV8368'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8368'THE STATION IS LOCATED ABOUT 2.6 MILES SOUTHWEST OF FAIRFAX CITY OFF
 HV8368'OF OX ROAD, AT THE JERUSALEM BAPTIST CHURCH PROPERTY, SEE FAIRFAX
 HV8368'COUNTY TAX MAP 68-3.
 HV8368'
 HV8368'TO REACH THE STATION FROM THE INTERSECTION OF OX ROAD, ROUTE 123, AND
 HV8368'MAIN STREET, ROUTE 236, IN FAIRFAX CITY, PROCEED SOUTH ALONG OX ROAD
 HV8368'FOR 2.9 MILES TO STATION ON THE RIGHT ON THE PROPERTY OF THE
 HV8368'JERUSALEM BAPTIST CHURCH. IN FRONT IN THE SIDE WALK.
 HV8368'
 HV8368'THE STATION IS A PK NAIL IN THE ASPHALT WALK THAT LEADS TO THE FRONT
 HV8368'ENTRANCE TO THE OLDER CHURCH BUILDING LOCATED 100 FEET W FROM THE
 HV8368'CENTER LINE OF OX ROAD.
 HV8368'
 HV8368'REFERENCE MARK NO. 01 IS THE TOP CENTER OF THE HEADSTONE THAT MARKS
 HV8368'THE GRAVE OF MARY J. GOODWIN.
 HV8368'
 HV8368'REFERENCE MARK NO. 02 IS THE TOP CENTER OF THE HEADSTONE
 HV8368'THAT MARKS THE GRAVE OF ROBERTA HOPKINS, 1835-1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5515 ***********************************************************************
 GV5515  DESIGNATION -  CHAFFIN
 GV5515  PID         -  GV5515
 GV5515  STATE/COUNTY-  VA/HENRICO
 GV5515  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5515
 GV5515                         *CURRENT SURVEY CONTROL
 GV5515  ___________________________________________________________________
 GV5515* NAD 83(1993)-  37 25 24.52661(N)    077 23 53.23587(W)     ADJUSTED  
 GV5515* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 GV5515  ___________________________________________________________________
 GV5515  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GV5515  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GV5515
 GV5515  HORZ ORDER  -  THIRD
 GV5515
 GV5515.The horizontal coordinates were established by classical geodetic methods
 GV5515.and adjusted by the National Geodetic Survey in September 1995..
 GV5515
 GV5515.The orthometric height was scaled from a topographic map.
 GV5515
 GV5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5515
 GV5515.The geoid height was determined by GEOID03.
 GV5515
 GV5515;                    North         East     Units Scale Factor Converg.
 GV5515;SPC VA S     - 1,121,548.140 3,597,525.981   MT  0.99994588   +0 40 07.5
 GV5515;SPC VA S     - 3,679,612.52 11,802,883.16   sFT  0.99994588   +0 40 07.5
 GV5515;UTM  18      - 4,144,551.651   287,797.434   MT  1.00015471   -1 27 28.4
 GV5515
 GV5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5515!SPC VA S     -   1.00000292  x   0.99994588  =   0.99994880
 GV5515!UTM  18      -   1.00000292  x   1.00015471  =   1.00015763
 GV5515
 GV5515|---------------------------------------------------------------------|
 GV5515| PID    Reference Object                     Distance      Geod. Az  |
 GV5515|                                                           dddmmss.s |
 GV5515| DC5233 CHAFFIN RM 1                         15.790 METERS 14225     |
 GV5515| GV5516 CREEK                               APPROX. 1.9 KM 1831824.4 |
 GV5515| DC5234 CHAFFIN RM 2                         13.600 METERS 26652     |
 GV5515| DC5235 CHAFFINS BLUFF LT                                  2964813.4 |
 GV5515|---------------------------------------------------------------------|
 GV5515
 GV5515                          SUPERSEDED SURVEY CONTROL
 GV5515
 GV5515  NAD 83(1993)-  37 25 24.52695(N)    077 23 53.23541(W) AD(       ) 3
 GV5515  NAD 83(1986)-  37 25 24.53305(N)    077 23 53.25252(W) AD(       ) 3
 GV5515  NAD 27      -  37 25 23.99900(N)    077 23 54.31800(W) AD(       ) 3
 GV5515
 GV5515.Superseded values are not recommended for survey control.
 GV5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5515.See file dsdata.txt to determine how the superseded data were derived.
 GV5515
 GV5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8779744552(NAD 83)
 GV5515_MARKER: DS = TRIANGULATION STATION DISK
 GV5515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5515
 GV5515  HISTORY     - Date     Condition        Report By
 GV5515  HISTORY     - 1943     MONUMENTED       CGS
 GV5515  HISTORY     - 1952     GOOD             AMS
 GV5515  HISTORY     - 1961     GOOD             CGS
 GV5515  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 GV5515  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5515  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5515
 GV5515                          STATION DESCRIPTION
 GV5515
 GV5515'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5515'STATION IS ON THE E SIDE OF THE JAMES RIVER ON TOP OF A HIGH BLUFF
 GV5515'KNOWN AS CHAFFIN BLUFF, ABOUT 8 MILES S OF RICHMOND.  IT IS IN THE
 GV5515'FRONT YARD OF A WHITE STUCCO HOUSE, WITH A SWIMMING POOL IN
 GV5515'FRONT OF IT, THE FIRST HOUSE S OF A RAVINE THAT GOES UP CHAFFIN
 GV5515'BLUFF.  STATION IS SET FLUSH ABOUT 15 FEET FROM THE TOP OF A
 GV5515'MODERATE SLOPE LEADING DOWN TO THE EDGE OF THE BLUFF.  STATION
 GV5515'IS ABOUT 90 FEET S OF THE SW CORNER OF THE HOUSE MENTIONED
 GV5515'ABOVE, ABOUT 60 FEET E OF EDGE OF BLUFF AND ABOUT 20 FEET SSE
 GV5515'OF 24-INCH PINE TREE.
 GV5515'
 GV5515'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 GV5515'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5515'
 GV5515'REFERENCE MARK NO. 1 IS SET FLUSH, AND IS ABOUT 25 FEET W OF
 GV5515'THE AFORE-MENTIONED 24-INCH PINE, 15 FEET E OF EDGE OF BLUFF,
 GV5515'15 FEET S OF SMALL DRAINAGE DITCH LEADING DOWN SLOPE TO JAMES
 GV5515'RIVER AND ABOUT 50 FEET SW OF SWIMMING POOL.
 GV5515'
 GV5515'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 50 FEET E OF EDGE OF
 GV5515'BLUFF, ABOUT 50 FEET N OF WIRE FENCE WITH IRON CHANNEL FENCE
 GV5515'POSTS.
 GV5515'
 GV5515'TO REACH FROM RICHMOND LEAVE THE STATE HIGHWAY BUILDING AT
 GV5515'12TH AND BROAD STREETS, ON THE RIGHT.  FOLLOW ROUTE 5 FOR 4.2
 GV5515'MILES TO THE JUNCTION OF OSBORNE TURNPIKE ON RIGHT, FOLLOW
 GV5515'THE OSBORNE TURNPIKE FOR 4.5 MILES TO DIRT ROAD JOINING FROM
 GV5515'RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD TO TOP OF CHAFFINS BLUFF.
 GV5515'ABOUT 100 YARDS FROM TOP OF BLUFF, TURN RIGHT AND GO 50 YARDS TO
 GV5515'MR. KRAUSES YARD AND WHITE STUCCO HOUSE.
 GV5515
 GV5515                          STATION RECOVERY (1952)
 GV5515
 GV5515'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5515'FOUND AS DESCRIBED.  STATION IS 39.5 FEET SOUTH OF CENTER OF
 GV5515'THREE CEDAR TREES IN YARD.  A 24-INCH PINE TREE NO LONGER
 GV5515'EXISTS.
 GV5515
 GV5515                          STATION RECOVERY (1961)
 GV5515
 GV5515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 GV5515'THE FOLLOWING CHANGES SHOULD BE MADE IN THE DESCRIPTION--
 GV5515'
 GV5515'IT IS IN THE FRONT YARD OF A GRAY STUCCO HOUSE,
 GV5515'
 GV5515'REFERENCE MARK NO 2 IS SET FLUSH, AND IS ABOUT 25 FEET W OF THE
 GV5515'AFORE MENTIONED 24 INCH PINE-
 GV5515'
 GV5515'REFERENCE MARK NO 1 IS SET FLUSH ABOUT 50 FEET EAST OF EDGE OF
 GV5515'BLUFF, ABOUT 50 FEET N OF IRON CHANNEL FENCE POST ROW.
 GV5515'
 GV5515'TURN RIGHT AND FOLLOW DIRT ROAD TO THE GRAY STUCCO HOME OF
 GV5515'J.P. QUISENBERRY.
 GV5515'
 GV5515'THE AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 GV5515
 GV5515                          STATION RECOVERY (1996)
 GV5515
 GV5515'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5515'MARK NOT FOUND.
 GV5515
 GV5515                          STATION RECOVERY (2000)
 GV5515
 GV5515'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5515'MARK NOT FOUND.
 GV5515
 GV5515                          STATION RECOVERY (2005)
 GV5515
 GV5515'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5187 ***********************************************************************
 HV5187  DESIGNATION -  CHAIN
 HV5187  PID         -  HV5187
 HV5187  STATE/COUNTY-  VA/FAIRFAX
 HV5187  USGS QUAD   -  FAIRFAX (1994)
 HV5187
 HV5187                         *CURRENT SURVEY CONTROL
 HV5187  ___________________________________________________________________
 HV5187* NAD 83(1993)-  38 52 20.09882(N)    077 18 33.62666(W)     ADJUSTED  
 HV5187* NAVD 88     -       127.2    (meters)     417.     (feet)  VERTCON   
 HV5187  ___________________________________________________________________
 HV5187  X           -   1,092,353.637 (meters)                     COMP
 HV5187  Y           -  -4,850,842.570 (meters)                     COMP
 HV5187  Z           -   3,981,345.348 (meters)                     COMP
 HV5187  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HV5187  ELLIP HEIGHT-          95.34  (meters)          (05/17/02) GPS OBS
 HV5187  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV5187
 HV5187  HORZ ORDER  -  FIRST
 HV5187  ELLP ORDER  -  FOURTH    CLASS II
 HV5187
 HV5187.The horizontal coordinates were established by classical geodetic methods
 HV5187.and adjusted by the National Geodetic Survey in November 1994..
 HV5187
 HV5187.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5187
 HV5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5187
 HV5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5187
 HV5187.The ellipsoidal height was determined by GPS observations
 HV5187.and is referenced to NAD 83.
 HV5187
 HV5187.The geoid height was determined by GEOID03.
 HV5187
 HV5187;                    North         East     Units Scale Factor Converg.
 HV5187;SPC VA N     - 2,134,489.656 3,603,320.535   MT  0.99995824   +0 44 35.2
 HV5187;SPC VA N     - 7,002,904.81 11,821,894.12   sFT  0.99995824   +0 44 35.2
 HV5187;SPC MD       -   133,870.282   373,156.202   MT  0.99994985   -0 11 39.0
 HV5187;SPC MD       -   439,206.08  1,224,263.31   sFT  0.99994985   -0 11 39.0
 HV5187;UTM  18      - 4,305,134.744   299,659.407   MT  1.00009426   -1 26 59.3
 HV5187
 HV5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5187!SPC VA N     -   0.99998504  x   0.99995824  =   0.99994328
 HV5187!SPC MD       -   0.99998504  x   0.99994985  =   0.99993489
 HV5187!UTM  18      -   0.99998504  x   1.00009426  =   1.00007930
 HV5187
 HV5187:                Primary Azimuth Mark                     Grid Az
 HV5187:SPC VA N     -  CHAIN AZ MK                              175 12 02.0
 HV5187:SPC MD       -  CHAIN AZ MK                              176 08 16.2
 HV5187:UTM  18      -  CHAIN AZ MK                              177 23 36.5
 HV5187
 HV5187|---------------------------------------------------------------------|
 HV5187| PID    Reference Object                     Distance      Geod. Az  |
 HV5187|                                                           dddmmss.s |
 HV5187| HV8369 CHAIN AZ MK                         496.380 METERS 1755637.2 |
 HV5187| AJ3353 CHAIN RM 1                           11.890 METERS 20117     |
 HV5187| AJ3354 CHAIN RM 2                           17.372 METERS 28956     |
 HV5187|---------------------------------------------------------------------|
 HV5187
 HV5187                          SUPERSEDED SURVEY CONTROL
 HV5187
 HV5187  ELLIP H (11/14/94)   95.27   (m)                       GP(       ) 4 2
 HV5187  NAD 83(1993)-  38 52 20.09795(N)    077 18 33.63084(W) AD(       ) 1
 HV5187  NAD 83(1986)-  38 52 20.09762(N)    077 18 33.63899(W) AD(       ) 1
 HV5187  NAD 27      -  38 52 19.69549(N)    077 18 34.69018(W) AD(       ) 1
 HV5187  NGVD 29 (09/10/92)  127.4    (m)          418.     (f) GPS OBS        
 HV5187
 HV5187.Superseded values are not recommended for survey control.
 HV5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5187.See file dsdata.txt to determine how the superseded data were derived.
 HV5187
 HV5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9965905135(NAD 83)
 HV5187_MARKER: DS = TRIANGULATION STATION DISK
 HV5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5187_SP_SET: CONCRETE POST
 HV5187_STAMPING: CHAIN 1969
 HV5187_MARK LOGO: CGS   
 HV5187_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5187+STABILITY: SURFACE MOTION
 HV5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5187+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV5187
 HV5187  HISTORY     - Date     Condition        Report By
 HV5187  HISTORY     - 1969     MONUMENTED       CGS
 HV5187  HISTORY     - 1969     GOOD             CGS
 HV5187  HISTORY     - 1974     GOOD             VA-059
 HV5187  HISTORY     - 19850110 GOOD             MSI
 HV5187  HISTORY     - 19911010 GOOD             MSI
 HV5187
 HV5187                          STATION DESCRIPTION
 HV5187
 HV5187'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5187'THE STATION IS ABOUT 9 MILES NORTHEAST OF SPRINGFIELD, 7 MILES
 HV5187'EAST-NORTHEAST OF CENTREVILLE AND 2 MILES NORTH OF FAIRFAX.
 HV5187'
 HV5187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND
 HV5187'236, AT THE NORTHEAST CORNER OF THE FAIRFAX COUNTY COURT HOUSE, GO
 HV5187'NORTH ON STATE HIGHWAY 123 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 HV5187'LEFT, ABOUT 300 FEET SHORT OF PASSING OVER INTERSTATE HIGHWAY 66.
 HV5187'CONTINUE AHEAD NORTHERLY ON STATE HIGHWAY 123, FOR 0.45 MILE TO A
 HV5187'SIDE ROAD LEFT, ROSEHAVEN STREET.  TURN LEFT AND GO
 HV5187'SOUTHWESTERLY ON ROSEHAVEN STREET FOR 0.25 MILE TO A POWER LINE
 HV5187'POLE NUMBERED J 29 4528 G ON THE RIGHT AND THE STATION ON THE
 HV5187'LEFT.
 HV5187'
 HV5187'THE STATION MARK IS A STANDARD DISK, STAMPED CHAIN 1969, SET IN THE
 HV5187'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 HV5187'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 58.6 FEET
 HV5187'EAST-SOUTHEAST OF A POWER LINE POLE NUMBERED J 29 4528 G, 23.0
 HV5187'FEET EAST-SOUTHEAST OF THE CENTERLINE OF ROSEHAVEN STREET, 5.4
 HV5187'FEET NORTHWEST OF A FENCE POST WITH A WITNESS POST SIGN AND
 HV5187'3.4 FEET WEST OF A FENCE.  THE UNDERGROUND MARK WAS SET 42 INCHES
 HV5187'BELOW THE SURFACE OF THE GROUND.
 HV5187'
 HV5187'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAIN NO 1 1969, SET IN
 HV5187'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV5187'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35.0 FEET
 HV5187'SOUTH-SOUTHWEST OF A FENCE POST WITH A WITNESS POST SIGN, 24.0 FEET
 HV5187'EAST-SOUTHEAST OF THE CENTERLINE OF ROSEHAVEN STREET, 3.1 FEET
 HV5187'WEST OF A FENCE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 HV5187'STATION.
 HV5187'
 HV5187'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAIN NO 2 1969, SET IN
 HV5187'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5187'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60.8 FEET
 HV5187'WEST-NORTHWEST OF A FENCE POST WITH A WITNESS POST SIGN, 33.0 FEET
 HV5187'WEST-NORTHWEST OF THE CENTERLINE OF ROSEHAVEN STREET, 1.5 FEET
 HV5187'EAST-SOUTHEAST OF A POWER LINE POLE NUMBERED J 29 4528 G AND
 HV5187'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 HV5187'
 HV5187'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAIN 1969, SET IN THE TOP
 HV5187'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1
 HV5187'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 24.5 FEET WEST OF THE
 HV5187'CENTERLINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY 123, 18.0
 HV5187'FEET EAST OF THE CENTERLINE OF THE OFF RAMP TO EAST BOUND LANE
 HV5187'OF INTERSTATE HIGHWAY 66 AND 2.2 FEET NORTH OF A WITNESS
 HV5187'POST.
 HV5187
 HV5187                          STATION RECOVERY (1969)
 HV5187
 HV5187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV5187'RECOVERED IN GOOD CONDITION.
 HV5187
 HV5187                          STATION RECOVERY (1974)
 HV5187
 HV5187'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV5187'THE STATION, AZIMUTH MARKS, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 HV5187'CONDITION. SEE FAIRFAX COUNTY TAX MAP 47-4, REVISED TO 1-1-76.
 HV5187
 HV5187                          STATION RECOVERY (1985)
 HV5187
 HV5187'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1985 (HDM)
 HV5187'THE STATION MARK, REFERENCE MARKS ONE AND TWO WERE RECOVERED IN GOOD
 HV5187'CONDITION.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED
 HV5187'WITH THE 1969 DESCRIPTION.  THE AZIMUTH MARK WAS RECOVERED WITH THE
 HV5187'TOP HALF BROKEN OFF.  A SUITABLE LOCATION FOR A NEW AZIMUTH MARK COULD
 HV5187'NOT BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV5187' 
 HV5187'STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) NORTHEAST OF SPRINGFIELD,
 HV5187'11.2 KM (6.95 MI) EAST NORTHEAST OF CENTERVILLE AND 3.2 KM (2.00 MI)
 HV5187'NORTH OF FAIRFAX ON STATE RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 HV5187'INTERSECTION OF US HIGHWAYS 50 AND 29 AND STATE HIGHWAY 123 IN
 HV5187'FAIRFAX, GO NORTHERLY ON STATE HIGHWAY 123 FOR 1.92 KM (1.20 MI) TO
 HV5187'THE INTERSECTION WITH ROSEFOREST DRIVE, TURN LEFT ON ROSE FOREST DRIVE
 HV5187'FOR 0.08 KM (0.05 MI) TO ROSEHAVEN STREET, TURN LEFT, SOUTH ON
 HV5187'ROSEHAVEN STREET FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 HV5187' 
 HV5187'THE STATION IS A STANDARD CGS DISK STAMPED--CHAIN 1969--, SET INTO THE
 HV5187'TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.
 HV5187'LOCATED 5.6 FT (1.7 M) NW FROM A FENCE POST WITH A WITNESS SIGN, 3.3
 HV5187'FT (1.0 M) W FROM A FENCE, 4.8 FT (1.5 M) S FROM A 10-INCH PINE TREE,
 HV5187'24.0 FT (7.3 M) ESE FROM THE CENTER OF ROSEHAVEN STREET AND 59.1 FT
 HV5187'(18.0 M) ESE FROM A POWERLINE POLE NUMBERED MN 99, 4928G.  THE
 HV5187'UNDERGROUND MARK WAS NOT INSPECTED.
 HV5187' 
 HV5187'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CHAIN NO 1 1969--,
 HV5187'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 HV5187'FLUSH WITH THE GROUND. LOCATED 3.3 FT (1.0 M) W FROM A FENCE POST WITH
 HV5187'A WITNESS SIGN, 24.9 FT (7.6 M) ESE FROM THE CENTER OF ROSEHAVEN
 HV5187'STREET, 35.1 FT (10.7 M) S FROM A FENCE POST WITH A WITNESS SIGN AND
 HV5187'1.0 FT (0.3 M) LOWER THAN THE STATION.
 HV5187' 
 HV5187'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CHAIN NO 2 1969--,
 HV5187'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 HV5187'FLUSH WITH GROUND.  LOCATED 2.0 FT (0.6 M) E FROM A POWERLINE POLE
 HV5187'NUMBERED MN-99, 4928 G, 33.0 FT (10.1 M) W FROM THE CENTER OF
 HV5187'ROSEHAVEN STREET AND 1 FT (0.3 M) LOWER THAN THE STATION.
 HV5187
 HV5187                          STATION RECOVERY (1991)
 HV5187
 HV5187'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV5187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3628 ***********************************************************************
 HV3628  DESIGNATION -  CHAIN 2 1935
 HV3628  PID         -  HV3628
 HV3628  STATE/COUNTY-  VA/ARLINGTON
 HV3628  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3628
 HV3628                         *CURRENT SURVEY CONTROL
 HV3628  ___________________________________________________________________
 HV3628* NAD 83(1993)-  38 55 46.52131(N)    077 06 59.65333(W)     ADJUSTED  
 HV3628* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV3628  ___________________________________________________________________
 HV3628  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV3628  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV3628
 HV3628  HORZ ORDER  -  SECOND
 HV3628
 HV3628.The horizontal coordinates were established by classical geodetic methods
 HV3628.and adjusted by the National Geodetic Survey in November 1994..
 HV3628
 HV3628.The orthometric height was scaled from a topographic map.
 HV3628
 HV3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3628
 HV3628.The geoid height was determined by GEOID03.
 HV3628
 HV3628;                    North         East     Units Scale Factor Converg.
 HV3628;SPC VA N     - 2,141,088.673 3,619,951.262   MT  0.99996318   +0 51 48.3
 HV3628;SPC VA N     - 7,024,555.09 11,876,456.77   sFT  0.99996318   +0 51 48.3
 HV3628;SPC MD       -   140,196.408   389,892.433   MT  0.99995029   -0 04 23.4
 HV3628;SPC MD       -   459,961.05  1,279,172.09   sFT  0.99995029   -0 04 23.4
 HV3628;UTM  18      - 4,311,092.989   316,532.080   MT  1.00001450   -1 19 49.3
 HV3628
 HV3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3628!SPC VA N     -   1.00000504  x   0.99996318  =   0.99996822
 HV3628!SPC MD       -   1.00000504  x   0.99995029  =   0.99995533
 HV3628!UTM  18      -   1.00000504  x   1.00001450  =   1.00001954
 HV3628
 HV3628:                Primary Azimuth Mark                     Grid Az
 HV3628:SPC VA N     -  FILTER 1935                              017 59 43.6
 HV3628:SPC MD       -  FILTER 1935                              018 55 55.3
 HV3628:UTM  18      -  FILTER 1935                              020 11 21.2
 HV3628
 HV3628|---------------------------------------------------------------------|
 HV3628| PID    Reference Object                     Distance      Geod. Az  |
 HV3628|                                                           dddmmss.s |
 HV3628| HV3980 FILTER 1935                         APPROX. 0.9 KM 0185131.9 |
 HV3628| HV0746 HOLE                                343.603 METERS 15127     |
 HV3628| HV2606 OUT                                 140.941 METERS 34739     |
 HV3628|---------------------------------------------------------------------|
 HV3628
 HV3628                          SUPERSEDED SURVEY CONTROL
 HV3628
 HV3628  NAD 83(1993)-  38 55 46.52027(N)    077 06 59.65502(W) AD(       ) 2
 HV3628  NAD 83(1986)-  38 55 46.52007(N)    077 06 59.66488(W) AD(       ) 2
 HV3628  NAD 27      -  38 55 46.12000(N)    077 07 00.73500(W) AD(       ) 2
 HV3628
 HV3628.Superseded values are not recommended for survey control.
 HV3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3628.See file dsdata.txt to determine how the superseded data were derived.
 HV3628
 HV3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1653211093(NAD 83)
 HV3628_MARKER: DS = TRIANGULATION STATION DISK
 HV3628_SETTING: 0 = UNSPECIFIED SETTING
 HV3628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3628
 HV3628  HISTORY     - Date     Condition        Report By
 HV3628  HISTORY     - 1935     MONUMENTED       CGS
 HV3628  HISTORY     - 1938     MARK NOT FOUND   CGS
 HV3628
 HV3628                          STATION DESCRIPTION
 HV3628
 HV3628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV3628'STATION IS ON THE VIRGINIA END OF THE CHAIN BRIDGE.  IT IS 4.70
 HV3628'METERS N OF THE CENTER LINE OF THE BRIDGE AND HIGHWAY, 15.65
 HV3628'METERS SE OF THE SE CORNER OF A STONE FILLING STATION, 1.01 METERS
 HV3628'NW OF THE SW CORNER OF CONCRETE WALL ON THE N SIDE OF THE ROAD,
 HV3628'AND 0.85 METER S OF A DRAIL TILE IN THE WALL.
 HV3628'
 HV3628'STATION IS MARKED BY A STANDARD STATION DISK OF THE U.S.C. AND
 HV3628'G.S., PLACED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 HV3628'HEADWALL, AT AN ELEVATION EQUAL TO THAT OF THE ROADWAY.
 HV3628'
 HV3628'STATIONS OUT AND HOLE ARE ON THE SAME SIDE OF THE RIVER,
 HV3628'SEVERAL HUNDRED YARDS UP THE RIVER AND DOWN THE RIVER RESPECTIVELY
 HV3628'FROM CHAIN 2.  FILTER IS ON THE SW CORNER OF THE DALE CARLIA
 HV3628'FILTRATION BUILDING.  NO REFERENCE OR AZIMUTH MARKS.
 HV3628
 HV3628                          STATION RECOVERY (1938)
 HV3628
 HV3628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV3628'LOST BY RECONSTRUCTION OF BRIDGE IN 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8369 ***********************************************************************
 HV8369  DESIGNATION -  CHAIN AZ MK
 HV8369  PID         -  HV8369
 HV8369  STATE/COUNTY-  VA/FAIRFAX
 HV8369  USGS QUAD   -  FAIRFAX (1994)
 HV8369
 HV8369                         *CURRENT SURVEY CONTROL
 HV8369  ___________________________________________________________________
 HV8369* NAD 83(1993)-  38 52 04.04222(N)    077 18 32.17017(W)     ADJUSTED  
 HV8369* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 HV8369  ___________________________________________________________________
 HV8369  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HV8369  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8369
 HV8369  HORZ ORDER  -  SECOND
 HV8369
 HV8369.The horizontal coordinates were established by classical geodetic methods
 HV8369.and adjusted by the National Geodetic Survey in November 1994..
 HV8369
 HV8369.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8369
 HV8369.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8369
 HV8369.The geoid height was determined by GEOID03.
 HV8369
 HV8369;                    North         East     Units Scale Factor Converg.
 HV8369;SPC VA N     - 2,133,995.037 3,603,362.064   MT  0.99995790   +0 44 36.1
 HV8369;SPC VA N     - 7,001,282.05 11,822,030.37   sFT  0.99995790   +0 44 36.1
 HV8369;UTM  18      - 4,304,638.831   299,681.983   MT  1.00009415   -1 26 57.8
 HV8369
 HV8369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8369!SPC VA N     -   0.99998626  x   0.99995790  =   0.99994416
 HV8369!UTM  18      -   0.99998626  x   1.00009415  =   1.00008041
 HV8369
 HV8369                          SUPERSEDED SURVEY CONTROL
 HV8369
 HV8369  NAD 83(1993)-  38 52 04.04139(N)    077 18 32.17448(W) AD(       ) 2
 HV8369  NAD 83(1986)-  38 52 04.04106(N)    077 18 32.18259(W) AD(       ) 2
 HV8369  NGVD 29 (01/12/90)  119.5    (m)          392.     (f) VERT ANG       
 HV8369
 HV8369.Superseded values are not recommended for survey control.
 HV8369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8369.See file dsdata.txt to determine how the superseded data were derived.
 HV8369
 HV8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9968204639(NAD 83)
 HV8369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV8369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HV8369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8369
 HV8369  HISTORY     - Date     Condition        Report By
 HV8369  HISTORY     - 1969     MONUMENTED       CGS
 HV8369  HISTORY     - 1975     GOOD             VA-059
 HV8369
 HV8369                          STATION DESCRIPTION
 HV8369
 HV8369'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8369'THE AZIMUTH MARK AND WITNESS POST WERE RECOVERED AND FOUND IN GOOD
 HV8369'CONDITION. SEE FAIRFAX COUNTY TAX MAP 47-4, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3627 ***********************************************************************
 HV3627  DESIGNATION -  CHAIN USE 1925
 HV3627  PID         -  HV3627
 HV3627  STATE/COUNTY-  VA/ARLINGTON
 HV3627  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3627
 HV3627                         *CURRENT SURVEY CONTROL
 HV3627  ___________________________________________________________________
 HV3627* NAD 83(1993)-  38 55 46.49994(N)    077 06 59.66409(W)     ADJUSTED  
 HV3627* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV3627  ___________________________________________________________________
 HV3627  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV3627  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV3627
 HV3627  HORZ ORDER  -  SECOND
 HV3627
 HV3627.The horizontal coordinates were established by classical geodetic methods
 HV3627.and adjusted by the National Geodetic Survey in November 1994..
 HV3627
 HV3627.The orthometric height was scaled from a topographic map.
 HV3627
 HV3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3627
 HV3627.The geoid height was determined by GEOID03.
 HV3627
 HV3627;                    North         East     Units Scale Factor Converg.
 HV3627;SPC VA N     - 2,141,088.010 3,619,951.013   MT  0.99996318   +0 51 48.3
 HV3627;SPC VA N     - 7,024,552.91 11,876,455.95   sFT  0.99996318   +0 51 48.3
 HV3627;UTM  18      - 4,311,092.336   316,531.805   MT  1.00001450   -1 19 49.3
 HV3627
 HV3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3627!SPC VA N     -   1.00000504  x   0.99996318  =   0.99996822
 HV3627!UTM  18      -   1.00000504  x   1.00001450  =   1.00001954
 HV3627
 HV3627:                Primary Azimuth Mark                     Grid Az
 HV3627:SPC VA N     -  RED                                      019 28 54.8
 HV3627:UTM  18      -  RED                                      021 40 32.4
 HV3627
 HV3627|---------------------------------------------------------------------|
 HV3627| PID    Reference Object                     Distance      Geod. Az  |
 HV3627|                                                           dddmmss.s |
 HV3627| HV1826 RED                                 APPROX. 0.6 KM 0202043.1 |
 HV3627| HV0746 HOLE                                343.149 METERS 15122     |
 HV3627| HV2606 OUT                                 141.530 METERS 34749     |
 HV3627|---------------------------------------------------------------------|
 HV3627
 HV3627                          SUPERSEDED SURVEY CONTROL
 HV3627
 HV3627  NAD 83(1993)-  38 55 46.49890(N)    077 06 59.66578(W) AD(       ) 2
 HV3627  NAD 83(1986)-  38 55 46.49868(N)    077 06 59.67563(W) AD(       ) 2
 HV3627  NAD 27      -  38 55 46.09900(N)    077 07 00.74600(W) AD(       ) 2
 HV3627
 HV3627.Superseded values are not recommended for survey control.
 HV3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3627.See file dsdata.txt to determine how the superseded data were derived.
 HV3627
 HV3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1653211092(NAD 83)
 HV3627_MARKER: DD = SURVEY DISK
 HV3627_SETTING: 0 = UNSPECIFIED SETTING
 HV3627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3627
 HV3627  HISTORY     - Date     Condition        Report By
 HV3627  HISTORY     - 1925     MONUMENTED       USE
 HV3627  HISTORY     - 1935     MARK NOT FOUND   CGS
 HV3627
 HV3627                          STATION DESCRIPTION
 HV3627
 HV3627'DESCRIBED BY US ENGINEERS 1925 (GLB)
 HV3627'STATION IS SITUATED ON THE VIRGINIA END OF CHAIN BRIDGE.
 HV3627'
 HV3627'IT IS MARKED BY A U.S. ENGINEERS MARK SET IN A DRILL HOLE ON
 HV3627'THE NE CORNER OF THE W ABUTMENT OF CHAIN BRIDGE.  THERE IS
 HV3627'A UNITED STATES GEOLOGICAL SURVEY B.M. 2.17 FEET DISTANT.
 HV3627
 HV3627                          STATION RECOVERY (1935)
 HV3627
 HV3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV3627'STATION SHOULD BE CONSIDERED LOST.  THE ABUTMENT AT THE W
 HV3627'END OF CHAIN BRIDGE HAS BEEN REBUILT SINCE THE STATION WAS
 HV3627'ESTABLISHED SO THAT IF THE TABLET WAS NOT REMOVED IT IS NOW
 HV3627'COVERED WITH CONCRETE.
 HV3627'
 HV3627'A NEW STATION (CHAIN 2) WAS ESTABLISHED AT THE W END OF THE
 HV3627'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4082 ***********************************************************************
 GV4082  DESIGNATION -  CHAMBERLAIN HOTEL W TOWER 1932
 GV4082  PID         -  GV4082
 GV4082  STATE/COUNTY-  VA/C OF HAMPTON
 GV4082  USGS QUAD   -  HAMPTON (1986)
 GV4082
 GV4082                         *CURRENT SURVEY CONTROL
 GV4082  ___________________________________________________________________
 GV4082* NAD 83(1993)-  37 00 03.81116(N)    076 18 45.13668(W)     ADJUSTED  
 GV4082* NAVD 88     -                                                        
 GV4082  ___________________________________________________________________
 GV4082  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 GV4082  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV4082
 GV4082  HORZ ORDER  -  THIRD
 GV4082
 GV4082.The horizontal coordinates were established by classical geodetic methods
 GV4082.and adjusted by the National Geodetic Survey in September 1995..
 GV4082
 GV4082
 GV4082.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4082
 GV4082.The geoid height was determined by GEOID03.
 GV4082
 GV4082;                    North         East     Units Scale Factor Converg.
 GV4082;SPC VA S     - 1,076,355.930 3,694,682.858   MT  0.99996573   +1 19 39.5
 GV4082;SPC VA S     - 3,531,344.41 12,121,638.68   sFT  0.99996573   +1 19 39.5
 GV4082;UTM  18      - 4,095,794.941   383,214.310   MT  0.99976802   -0 47 24.0
 GV4082
 GV4082                          SUPERSEDED SURVEY CONTROL
 GV4082
 GV4082  NAD 83(1986)-  37 00 03.81635(N)    076 18 45.17257(W) AD(       ) 4
 GV4082  NAD 27      -  37 00 03.28400(N)    076 18 46.37700(W) AD(       ) 3
 GV4082
 GV4082.Superseded values are not recommended for survey control.
 GV4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4082.See file dsdata.txt to determine how the superseded data were derived.
 GV4082
 GV4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8321495795(NAD 83)
 GV4082_MARKER: 55 = TOWER
 GV4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4082+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 GV4082
 GV4082  HISTORY     - Date     Condition        Report By
 GV4082  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4082  HISTORY     - 19950509 GOOD             USPSQD
 GV4082  HISTORY     - 20030419 GOOD             USPSQD
 GV4082
 GV4082                          STATION DESCRIPTION
 GV4082
 GV4082'DESCRIBED BY US POWER SQUADRON 1995
 GV4082'RECOVERED IN GOOD CONDITION.
 GV4082
 GV4082                          STATION RECOVERY (2003)
 GV4082
 GV4082'RECOVERY NOTE BY US POWER SQUADRON 2003 (FEA)
 GV4082'CHAMBERLAIN HOTEL WITH TOWER IS AT THE LOCATION LISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1809 ***********************************************************************
 FX1809  DESIGNATION -  CHAMBERS
 FX1809  PID         -  FX1809
 FX1809  STATE/COUNTY-  VA/C OF NORFOLK
 FX1809  USGS QUAD   -  NORFOLK NORTH (1989)
 FX1809
 FX1809                         *CURRENT SURVEY CONTROL
 FX1809  ___________________________________________________________________
 FX1809* NAD 83(1993)-  36 57 20.65630(N)    076 18 02.22745(W)     ADJUSTED  
 FX1809* NAVD 88     -         2.521  (meters)       8.27   (feet)  ADJUSTED  
 FX1809  ___________________________________________________________________
 FX1809  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 FX1809  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX1809  DYNAMIC HT  -           2.519 (meters)       8.26  (feet)  COMP
 FX1809  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 FX1809
 FX1809  HORZ ORDER  -  SECOND
 FX1809  VERT ORDER  -  FIRST     CLASS II
 FX1809
 FX1809.The horizontal coordinates were established by classical geodetic methods
 FX1809.and adjusted by the National Geodetic Survey in September 1995..
 FX1809
 FX1809.The orthometric height was determined by differential leveling
 FX1809.and adjusted by the National Geodetic Survey in June 1991..
 FX1809
 FX1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1809
 FX1809.The geoid height was determined by GEOID03.
 FX1809
 FX1809.The dynamic height is computed by dividing the NAVD 88
 FX1809.geopotential number by the normal gravity value computed on the
 FX1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1809.degrees latitude (g = 980.6199 gals.).
 FX1809
 FX1809.The modeled gravity was interpolated from observed gravity values.
 FX1809
 FX1809;                    North         East     Units Scale Factor Converg.
 FX1809;SPC VA S     - 1,071,352.524 3,695,860.634   MT  0.99997106   +1 20 05.5
 FX1809;SPC VA S     - 3,514,929.07 12,125,502.76   sFT  0.99997106   +1 20 05.5
 FX1809;UTM  18      - 4,090,752.456   384,206.233   MT  0.99976518   -0 46 55.3
 FX1809
 FX1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1809!SPC VA S     -   1.00000539  x   0.99997106  =   0.99997645
 FX1809!UTM  18      -   1.00000539  x   0.99976518  =   0.99977057
 FX1809
 FX1809:                Primary Azimuth Mark                     Grid Az
 FX1809:SPC VA S     -  WILLOUGHBY SPIT BEACON                   013 12 34.0
 FX1809:UTM  18      -  WILLOUGHBY SPIT BEACON                   015 19 34.8
 FX1809
 FX1809|---------------------------------------------------------------------|
 FX1809| PID    Reference Object                     Distance      Geod. Az  |
 FX1809|                                                           dddmmss.s |
 FX1809| FX3293 WILLOUGHBY SPIT BEACON              APPROX. 0.9 KM 0143239.5 |
 FX1809| FX3310 MOORE ECC                           APPROX. 2.9 KM 1082455.1 |
 FX1809| FX0086 CHAMBERS RM 2                        18.120 METERS 17553     |
 FX1809| FX3210 FORT WOOL TALL TOWER                APPROX. 3.4 KM 3571158.5 |
 FX1809|---------------------------------------------------------------------|
 FX1809
 FX1809                          SUPERSEDED SURVEY CONTROL
 FX1809
 FX1809  NAD 83(1986)-  36 57 20.66193(N)    076 18 02.26351(W) AD(       ) 2
 FX1809  NAD 27      -  36 57 20.12800(N)    076 18 03.47200(W) AD(       ) 2
 FX1809  NGVD 29 (??/??/92)    2.76   (m)            9.1    (f) COMPUTED    1 2
 FX1809
 FX1809.Superseded values are not recommended for survey control.
 FX1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1809.See file dsdata.txt to determine how the superseded data were derived.
 FX1809
 FX1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8420690752(NAD 83)
 FX1809_MARKER: DS = TRIANGULATION STATION DISK
 FX1809_SETTING: 0 = UNSPECIFIED SETTING
 FX1809
 FX1809  HISTORY     - Date     Condition        Report By
 FX1809  HISTORY     - 1943     MONUMENTED       CGS
 FX1809  HISTORY     - 1950     GOOD             CGS
 FX1809  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX1809  HISTORY     - 1959     MARK NOT FOUND   CGS
 FX1809  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX1809
 FX1809                          STATION DESCRIPTION
 FX1809
 FX1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX1809'STATION IS LOCATED AT THE N END OF RUNWAY 6 OF CHAMBERS FIELD
 FX1809'OF THE NAVAL AIR STATION.  THE MARK IS SET FLUSH IN THE ROADWAY
 FX1809'LEADING N TO THE MUNITIONS DUMP, N OF RUNWAY 6.  IT IS 17.5
 FX1809'METERS N OF THE EDGE OF THE RUNWAY, AND 16.2 METERS S OF THE END
 FX1809'OF THE ROAD TO THE MUNITIONS DUMP.  IT IS 0.75 METER E OF THE
 FX1809'CENTER OF MANHOLE COVER MARKED ELECTRIC.
 FX1809'
 FX1809'REFERENCE MARK 1 IS A BRONZE DISK SET FLUSH ON TOP OF A CONCRETE
 FX1809'SENTRY TOWER ON THE NE CORNER OF THE BULKHEAD.
 FX1809'
 FX1809'REFERENCE MARK 2 IS A BRONZE DISK SET FLUSH IN THE NORTHERN
 FX1809'EDGE OF THE CONCRETE AIRPLANE RUNWAY.
 FX1809
 FX1809                          STATION RECOVERY (1950)
 FX1809
 FX1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EOH)
 FX1809'RECOVERED AS DESCRIBED.
 FX1809
 FX1809                          STATION RECOVERY (1954)
 FX1809
 FX1809'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX1809'STATION REPORTED DESTROYED.  REFERENCE MARK NO. 2 RECOVERED IN
 FX1809'GOOD CONDITION.  THE MARK IS A STANDARD REFERENCE MARK DISK SET
 FX1809'FLUSH IN CONCRETE W OF NW CORNER OF SMALL BUILDING, 28 FEET E
 FX1809'OF NS FENCE, AND 115 FEET N OF NW FENCE.  IT IS 86 FEET E OF
 FX1809'E EDGE CONCRETE, 28 FEET W OF FENCE, AND 115 FEET S OF FENCE.
 FX1809
 FX1809                          STATION RECOVERY (1959)
 FX1809
 FX1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX1809'THIS STATION HAS BEEN DESTROYED.  THE AIR STRIP HAS BEEN ENLARGED
 FX1809'AND RESURFACED.  NO WITNESS POINTS REMAIN.
 FX1809
 FX1809                          STATION RECOVERY (1971)
 FX1809
 FX1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 FX1809'THE STATION AND RM 1 WAS NOT RECOVERED.  RM 2 WAS RECOVERED AND IN
 FX1809'GOOD CONDITION.  RM 2 IS AT NORFOLK, AT THE US NAVAL STATION, NEAR
 FX1809'THE NORTHEAST CORNER OF ABANDONED CHAMBERS FIELD, NEAR BUILDING LF
 FX1809'24, ABOUT 0.35 MILE NORTH OF A CONTROL TOWER, 62.7 FEET SOUTH OF
 FX1809'THE NORTH END OF THE PAVEMENT, 34.5 FEET NORTH OF THE NORTHEAST
 FX1809'CORNER OF BUILDING LF 31, 32 FEET WEST OF THE SOUTHWEST CORNER OF
 FX1809'BUILDING LF 24, SET IN THE TOP OF CONCRETE PAVEMENT AND FLUSH WITH
 FX1809'THE PAVEMENT.
 FX1809'
 FX1809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORFOLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0086 ***********************************************************************
 FX0086  DESIGNATION -  CHAMBERS RM 2
 FX0086  PID         -  FX0086
 FX0086  STATE/COUNTY-  VA/C OF NORFOLK
 FX0086  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0086
 FX0086                         *CURRENT SURVEY CONTROL
 FX0086  ___________________________________________________________________
 FX0086* NAD 83(1986)-  36 57 21.     (N)    076 18 02.     (W)     SCALED    
 FX0086* NAVD 88     -         2.299  (meters)       7.54   (feet)  ADJUSTED  
 FX0086  ___________________________________________________________________
 FX0086  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX0086  DYNAMIC HT  -           2.297 (meters)       7.54  (feet)  COMP
 FX0086  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 FX0086
 FX0086  VERT ORDER  -  FIRST     CLASS I
 FX0086
 FX0086.The horizontal coordinates were scaled from a topographic map and have
 FX0086.an estimated accuracy of +/- 6 seconds.
 FX0086
 FX0086.The orthometric height was determined by differential leveling
 FX0086.and adjusted by the National Geodetic Survey in June 1991..
 FX0086.WARNING-Repeat measurements at this control monument indicate possible
 FX0086.vertical movement.
 FX0086
 FX0086.The geoid height was determined by GEOID03.
 FX0086
 FX0086.The dynamic height is computed by dividing the NAVD 88
 FX0086.geopotential number by the normal gravity value computed on the
 FX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0086.degrees latitude (g = 980.6199 gals.).
 FX0086
 FX0086.The modeled gravity was interpolated from observed gravity values.
 FX0086
 FX0086;                    North         East    Units  Estimated Accuracy
 FX0086;SPC VA S     - 1,071,360.    3,695,870.      MT  (+/- 180 meters Scaled)
 FX0086
 FX0086                          SUPERSEDED SURVEY CONTROL
 FX0086
 FX0086  NGVD 29 (??/??/92)    2.546  (m)            8.35   (f) ADJ UNCH    1 1
 FX0086
 FX0086.Superseded values are not recommended for survey control.
 FX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0086.See file dsdata.txt to determine how the superseded data were derived.
 FX0086
 FX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF842907(NAD 83)
 FX0086_MARKER: DR = REFERENCE MARK DISK
 FX0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0086_SP_SET: PAVEMENT
 FX0086_STAMPING: CHAMBERS RM 2 1943
 FX0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0086
 FX0086  HISTORY     - Date     Condition        Report By
 FX0086  HISTORY     - 1943     MONUMENTED       CGS
 FX0086  HISTORY     - 1971     GOOD             NGS
 FX0086  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 FX0086
 FX0086                          STATION DESCRIPTION
 FX0086
 FX0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0086'AT NORFOLK.
 FX0086'AT NORFOLK, AT THE U.S. NAVAL STATION, NEAR THE NORTHEAST CORNER
 FX0086'OF ABANDONED CHAMBERS FIELD WHICH IS NOW A HELIPORT, SET IN
 FX0086'CONCRETE PAVEMENT, NEAR BUILDING LF 24, ABOUT 0.35 MILE NORTH OF
 FX0086'THE CONTROL TOWER, 62.7 FEET SOUTH OF THE NORTH END OF THE
 FX0086'PAVEMENT, 34.5 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING
 FX0086'LF 31, 32.0 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING LF 24
 FX0086'AND LEVEL WITH THE PAVEMENT.
 FX0086
 FX0086                          STATION RECOVERY (1997)
 FX0086
 FX0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9018 ***********************************************************************
 HV9018  DESIGNATION -  CHAMP MILL
 HV9018  PID         -  HV9018
 HV9018  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9018  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV9018
 HV9018                         *CURRENT SURVEY CONTROL
 HV9018  ___________________________________________________________________
 HV9018* NAD 83(1993)-  38 41 26.61856(N)    077 24 43.83569(W)     ADJUSTED  
 HV9018* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 HV9018  ___________________________________________________________________
 HV9018  X           -   1,086,390.886 (meters)                     COMP
 HV9018  Y           -  -4,865,089.880 (meters)                     COMP
 HV9018  Z           -   3,965,616.975 (meters)                     COMP
 HV9018  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HV9018  ELLIP HEIGHT-          63.98  (meters)          (06/04/02) GPS OBS
 HV9018  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HV9018
 HV9018  HORZ ORDER  -  SECOND
 HV9018  ELLP ORDER  -  FOURTH    CLASS II
 HV9018
 HV9018.The horizontal coordinates were established by GPS observations
 HV9018.and adjusted by the National Geodetic Survey in November 1994..
 HV9018
 HV9018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9018
 HV9018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9018
 HV9018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9018
 HV9018.The ellipsoidal height was determined by GPS observations
 HV9018.and is referenced to NAD 83.
 HV9018
 HV9018.The geoid height was determined by GEOID03.
 HV9018
 HV9018;                    North         East     Units Scale Factor Converg.
 HV9018;SPC VA N     - 2,114,230.251 3,594,636.063   MT  0.99994920   +0 40 44.1
 HV9018;SPC VA N     - 6,936,437.08 11,793,401.82   sFT  0.99994920   +0 40 44.1
 HV9018;UTM  18      - 4,285,218.742   290,205.474   MT  1.00014203   -1 30 30.4
 HV9018
 HV9018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9018!SPC VA N     -   0.99998996  x   0.99994920  =   0.99993916
 HV9018!UTM  18      -   0.99998996  x   1.00014203  =   1.00013199
 HV9018
 HV9018                          SUPERSEDED SURVEY CONTROL
 HV9018
 HV9018  ELLIP H (11/14/94)   63.91   (m)                       GP(       ) 4 2
 HV9018  NAD 83(1993)-  38 41 26.61816(N)    077 24 43.84693(W) AD(       ) 2
 HV9018  ELLIP H (01/27/92)   63.36   (m)                       GP(       ) 4 1
 HV9018  NAD 83(1986)-  38 41 26.61828(N)    077 24 43.84798(W) AD(       ) 2
 HV9018  NGVD 29 (01/20/89)   96.2    (m)          316.     (f) GPS OBS        
 HV9018
 HV9018.Superseded values are not recommended for survey control.
 HV9018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9018.See file dsdata.txt to determine how the superseded data were derived.
 HV9018
 HV9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9020585219(NAD 83)
 HV9018_MARKER: A = ALUMINUM MARKER
 HV9018_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9018_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9018+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 HV9018
 HV9018  HISTORY     - Date     Condition        Report By
 HV9018  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9018  HISTORY     - 20030906 GOOD             ENGGRO
 HV9018
 HV9018                          STATION DESCRIPTION
 HV9018
 HV9018'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9018'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9018'ABOUT 2 MILES NORTHWEST OF DALE CITY, VIRGINIA.
 HV9018'
 HV9018'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 642, HOADLY
 HV9018'ROAD AND STATE ROUTE 663, DAVIS FORD ROAD, GO SOUTHWEST ON ROUTE 642
 HV9018'FOR 2.5 MILES TO STATE ROUTE 643, PURCELL ROAD. GO NORTHWEST ON ROUTE
 HV9018'643 FOR 1.4 MILES TO STATE ROUTE 758, CORNWELL DRIVE ON THE RIGHT. GO
 HV9018'RIGHT, NORTH, ON ROUTE 758 FOR 0.2 MILES TO THE STATION ON RIGHT.
 HV9018'
 HV9018'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9018'GROUND AND IS STAMPED---42 CHAMP MILL 1986---. THE STATION IS 12 FEET
 HV9018'EAST OF THE EDGE OF ROUTE 758, CORNWELL ROAD, 290 FEET AT AN AZIMUTH
 HV9018'OF 25 DEGREES FROM THE MAIL BOX OF NUMBER 12226 CORNWELL ROAD, AND 65
 HV9018'FEET AT AN AZIMUTH OF 351 DEGREES FROM POWER POLE NUMBER 82-13-10,
 HV9018'21.5 FEET EAST OF THE CENTERLINE OF CORNWELL ROAD.
 HV9018'
 HV9018'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9018'GROUND AND IS STAMPED---42 CHAMP MILL AZIMUTH 1986---.
 HV9018'
 HV9018'THE AZIMUTH MARK IS 25.21 FEET SOUTHWEST OF THE CENTERLINE OF ROUTE
 HV9018'758, 88.64 FEET NORTHEAST OF POWER POLE 82-13-21 IN THE YARD ON THE
 HV9018'WEST SIDE OF CORNWELL DRIVE, 88.78 FEET FEET NORTHWEST OF POWER POLE
 HV9018'82-13-22 ON THE EAST SIDE OF CORNWELL DRIVE, AND IS SET AT THE TOP OF
 HV9018'BANK, IN A GRASS YARD.
 HV9018'
 HV9018'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHWEST ON
 HV9018'ROUTE 758 FOR 0.15 MILES TO THE MARK ON THE LEFT, BEFORE THE WOODS.
 HV9018
 HV9018                          STATION RECOVERY (2003)
 HV9018
 HV9018'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV9018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1281 ***********************************************************************
 GV1281  DESIGNATION -  CHAN
 GV1281  PID         -  GV1281
 GV1281  STATE/COUNTY-  VA/CAROLINE
 GV1281  USGS QUAD   -  RUTHER GLEN (1985)
 GV1281
 GV1281                         *CURRENT SURVEY CONTROL
 GV1281  ___________________________________________________________________
 GV1281* NAD 83(1993)-  37 54 04.56243(N)    077 27 17.40524(W)     ADJUSTED  
 GV1281* NAVD 88     -        59.841  (meters)     196.33   (feet)  ADJUSTED  
 GV1281  ___________________________________________________________________
 GV1281  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 GV1281  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GV1281  DYNAMIC HT  -          59.803 (meters)     196.20  (feet)  COMP
 GV1281  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 GV1281
 GV1281  HORZ ORDER  -  SECOND
 GV1281  VERT ORDER  -  SECOND    CLASS 0
 GV1281
 GV1281.The horizontal coordinates were established by classical geodetic methods
 GV1281.and adjusted by the National Geodetic Survey in November 1994..
 GV1281
 GV1281.The orthometric height was determined by differential leveling
 GV1281.and adjusted by the National Geodetic Survey in June 1991..
 GV1281
 GV1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1281
 GV1281.The geoid height was determined by GEOID03.
 GV1281
 GV1281.The dynamic height is computed by dividing the NAVD 88
 GV1281.geopotential number by the normal gravity value computed on the
 GV1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1281.degrees latitude (g = 980.6199 gals.).
 GV1281
 GV1281.The modeled gravity was interpolated from observed gravity values.
 GV1281
 GV1281;                    North         East     Units Scale Factor Converg.
 GV1281;SPC VA N     - 2,026,563.569 3,591,922.770   MT  1.00002593   +0 39 08.3
 GV1281;SPC VA N     - 6,648,817.31 11,784,499.95   sFT  1.00002593   +0 39 08.3
 GV1281;SPC VA S     - 1,174,515.474 3,591,919.457   MT  0.99998872   +0 38 03.6
 GV1281;SPC VA S     - 3,853,389.52 11,784,489.09   sFT  0.99998872   +0 38 03.6
 GV1281;UTM  18      - 4,197,701.838   284,167.072   MT  1.00017379   -1 30 30.9
 GV1281
 GV1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1281!SPC VA N     -   0.99999571  x   1.00002593  =   1.00002164
 GV1281!SPC VA S     -   0.99999571  x   0.99998872  =   0.99998443
 GV1281!UTM  18      -   0.99999571  x   1.00017379  =   1.00016950
 GV1281
 GV1281|---------------------------------------------------------------------|
 GV1281| PID    Reference Object                     Distance      Geod. Az  |
 GV1281|                                                           dddmmss.s |
 GV1281| GV1283 CHAN RM 1                            30.087 METERS 14630     |
 GV1281| GV1282 CHAN RM 2                            25.988 METERS 22721     |
 GV1281| GV1280 CHAN AZ MK                                         3143650.4 |
 GV1281| GV1274 PATERSON                            APPROX. 4.3 KM 3470936.6 |
 GV1281|---------------------------------------------------------------------|
 GV1281
 GV1281                          SUPERSEDED SURVEY CONTROL
 GV1281
 GV1281  NAD 83(1986)-  37 54 04.56684(N)    077 27 17.42036(W) AD(       ) 2
 GV1281  NAD 27      -  37 54 04.06430(N)    077 27 18.48450(W) AD(       ) 2
 GV1281  NGVD 29 (??/??/??)   60.126  (m)          197.26   (f) ADJUSTED    2 0
 GV1281
 GV1281.Superseded values are not recommended for survey control.
 GV1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1281.See file dsdata.txt to determine how the superseded data were derived.
 GV1281
 GV1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8416797702(NAD 83)
 GV1281_MARKER: DS = TRIANGULATION STATION DISK
 GV1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1281_STAMPING: CHAN 1959
 GV1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1281+STABILITY: SURFACE MOTION
 GV1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1281+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GV1281
 GV1281  HISTORY     - Date     Condition        Report By
 GV1281  HISTORY     - 1959     MONUMENTED       CGS
 GV1281  HISTORY     - 1960     GOOD             CGS
 GV1281  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 GV1281  HISTORY     - 20020323 GOOD             USPSQD
 GV1281
 GV1281                          STATION DESCRIPTION
 GV1281
 GV1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1281'STATION IS LOCATED ABOUT 4.0 MILES NORTH OF DOSWELL, ABOUT
 GV1281'2.5 MILES SOUTH SOUTHEAST OF CARMEL CHURCH ON THE PROPERTY
 GV1281'OF MR. EDDIE ANDERSON.
 GV1281'
 GV1281'STATION, STAMPED CHAN 1959, IS A STANDARD USC AND GS BRONZE
 GV1281'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GV1281'THAT IS ABOUT 12 INCHES BELOW THE GROUND.  IT IS 79.0 FEET
 GV1281'NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE,
 GV1281'76.0 FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF THE
 GV1281'HOUSE, 25.0 FEET EAST OF EASTERLY OF TWO APPLE TREES AND
 GV1281'28.0 FEET WEST OF THE CENTERLINE OF DRIVEWAY TO HOUSE.
 GV1281'
 GV1281'R.M. 1, STAMPED CHAN NO 1 1959, IS A STANDARD USC AND GS
 GV1281'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GV1281'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 33.6 FEET
 GV1281'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 40.0 FEET NORTHEAST
 GV1281'OF THE SOUTHEAST CORNER OF THE HOUSE, 38.0 FEET NORTH OF
 GV1281'A LARGE OAK TREE AND ABOUT 2 FEET BELOW STATION ELEVATION.
 GV1281'
 GV1281'R.M. 2, STAMPED CHAN NO 2 1959, IS A STANDARD USC AND GS
 GV1281'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GV1281'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 66.5 FEET
 GV1281'SOUTHWEST OF THE EASTERLY OF TWO APPLE TREES, 48.0 FEET
 GV1281'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 44.0 FEET
 GV1281'NORTH OF THE NORTHERLY OF THREE PLUMB TREES, 2.0 FEET NORTHEAST
 GV1281'OF A SMALL HEDGE TREE AND ABOUT 2.0 FEET BELOW STATION
 GV1281'ELEVATION.
 GV1281'
 GV1281'AZIMUTH MARK, STAMPED CHAN 1959, IS A STANDARD USC AND GS
 GV1281'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GV1281'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 11.0 FEET
 GV1281'NORTH OF THE NORTHEAST CORNER OF HOUSE, 5.0 FEET EAST OF
 GV1281'A WELL AND 9.0 FEET SOUTH OF A HEDGE FENCE.
 GV1281'
 GV1281'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GV1281'HIGHWAY 1 AND STATE HIGHWAY 207, IN CARMEL CHURCH, GO EAST
 GV1281'NORTHEAST ON STATE HIGHWAY 207 FOR 1.0 MILE TO THE JUNCTION
 GV1281'OF COUNTY ROUTE 652.  TURN RIGHT AND GO SOUTH ON COUNTY
 GV1281'ROUTE 652 FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK AND
 GV1281'GO SOUTH ON COUNTY ROUTE 652 (CROSSING RAILROAD TRACKS)
 GV1281'FOR 1.4 MILES TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT
 GV1281'AND GO WESTERLY, ON WOODS ROAD, FOR 0.65 MILE TO A FORK.
 GV1281'TAKE RIGHT FORK AND GO 0.3 MILE TO A FORK.  TAKE LEFT FORK
 GV1281'AND GO 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE
 GV1281'TO A FORK.  (KEEP THE RIGHT FORK AND GO 0.15 MILE TO THE
 GV1281'ANDERSON HOME ON THE LEFT AND THE AZIMUTH MARK) TAKE LEFT
 GV1281'FORK AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 GV1281'
 GV1281'OFFICE NOTE--AZIMUTH MARK REPORTED LOST BY USGS.
 GV1281'
 GV1281'HEIGHT OF LIGHT ABOVE STATION MARK 26.51 METERS.
 GV1281
 GV1281                          STATION RECOVERY (1960)
 GV1281
 GV1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV1281'2.8 MI S FROM RUTHER GLEN.
 GV1281'ABOUT 1.45 MILES SOUTHEAST ALONG ROAD 652 FROM THE OVERPASS
 GV1281'OVER THE RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD AT
 GV1281'RUTHER GLEN, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A WOODS
 GV1281'ROAD, THENCE ABOUT 0.35 MILE WEST ALONG A WOODS ROAD, THENCE
 GV1281'ABOUT 0.25 MILE SOUTHEAST ALONG A WOODS ROAD WHICH LEADS TO
 GV1281'AN UN-OCCUPIED HOUSE ON THIS DATE, AT THE TOP OF A HILL, 79 1/2
 GV1281'FEET NORTHWEST OF THE NORTHEAST CORNER OF OLD HOUSE, 76 1/2
 GV1281'FEET NORTHEAST OF THE NORTHWEST CORNER OF HOUSE, 28 1/2 FEET
 GV1281'WEST OF THE CENTER LINE OF TRAIL ROAD, 50 1/2- FEET WEST-NORTHWEST
 GV1281'OF THE NORTHWEST CORNER OF LONE CHIMNEY, 98.7 FEET NORTHWEST
 GV1281'OF R M 1, 85.3 FEET NORTHEAST OF R M 2, AND SET IN TOP OF A
 GV1281'CONCRETE POST 10-INCHES BELOW THE SURFACE OF THE GROUND.
 GV1281
 GV1281                          STATION RECOVERY (1997)
 GV1281
 GV1281'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1281'MARK NOT FOUND.
 GV1281
 GV1281                          STATION RECOVERY (2002)
 GV1281
 GV1281'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1280 ***********************************************************************
 GV1280  DESIGNATION -  CHAN AZ MK
 GV1280  PID         -  GV1280
 GV1280  STATE/COUNTY-  VA/CAROLINE
 GV1280  USGS QUAD   -  RUTHER GLEN (1985)
 GV1280
 GV1280                         *CURRENT SURVEY CONTROL
 GV1280  ___________________________________________________________________
 GV1280* NAD 83(1986)-  37 54 10.     (N)    077 27 24.     (W)     SCALED    
 GV1280* NAVD 88     -        58.125  (meters)     190.70   (feet)  ADJUSTED  
 GV1280  ___________________________________________________________________
 GV1280  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GV1280  DYNAMIC HT  -          58.088 (meters)     190.58  (feet)  COMP
 GV1280  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 GV1280
 GV1280  VERT ORDER  -  SECOND    CLASS 0
 GV1280
 GV1280.The horizontal coordinates were scaled from a topographic map and have
 GV1280.an estimated accuracy of +/- 6 seconds.
 GV1280
 GV1280.The orthometric height was determined by differential leveling
 GV1280.and adjusted by the National Geodetic Survey in June 1991..
 GV1280
 GV1280.The geoid height was determined by GEOID03.
 GV1280
 GV1280.The dynamic height is computed by dividing the NAVD 88
 GV1280.geopotential number by the normal gravity value computed on the
 GV1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1280.degrees latitude (g = 980.6199 gals.).
 GV1280
 GV1280.The modeled gravity was interpolated from observed gravity values.
 GV1280
 GV1280;                    North         East    Units  Estimated Accuracy
 GV1280;SPC VA N     - 2,026,730.    3,591,760.      MT  (+/- 180 meters Scaled)
 GV1280
 GV1280                          SUPERSEDED SURVEY CONTROL
 GV1280
 GV1280  NGVD 29 (??/??/??)   58.410  (m)          191.63   (f) ADJUSTED    2 0
 GV1280
 GV1280.Superseded values are not recommended for survey control.
 GV1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1280.See file dsdata.txt to determine how the superseded data were derived.
 GV1280
 GV1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG840978(NAD 83)
 GV1280_MARKER: DZ = AZIMUTH MARK DISK
 GV1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1280_STAMPING: CHAN 1959
 GV1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1280+STABILITY: SURFACE MOTION
 GV1280
 GV1280  HISTORY     - Date     Condition        Report By
 GV1280  HISTORY     - 1959     MONUMENTED       CGS
 GV1280  HISTORY     - 1960     GOOD             CGS
 GV1280  HISTORY     - 1974     GOOD             NGS
 GV1280  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 GV1280  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1280
 GV1280                          STATION DESCRIPTION
 GV1280
 GV1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1280'2.7 MI S FROM RUTHER GLEN.
 GV1280'ABOUT 1.45 MILES SOUTHEAST ALONG ROAD 652 FROM THE OVERPASS
 GV1280'OVER THE RICHMOND FREDERICKSBURG AND POTOMAC RAILROAD AT RUTHER
 GV1280'GLEN, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A WOODS ROAD,
 GV1280'THENCE ABOUT 0.35 MILE WEST ALONG A WOODS ROAD, THENCE ABOUT
 GV1280'0.2 MILE SOUTHWEST ALONG A WOODS ROAD LEADING TO ANDERSON
 GV1280'RESIDENCE, 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE,
 GV1280'10 FEET EAST OF THE CENTER OF A WELL, 9 FEET SOUTH OF A HEDGE
 GV1280'FENCE, ABOUT 0.15 MILE (AIR) NORTHWEST OF TRIANGULATION STATION
 GV1280'CHAN, AND SET IN TOP OF A CONCRTE POST FLUSH WITH THE GROUND.
 GV1280
 GV1280                          STATION RECOVERY (1974)
 GV1280
 GV1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1280'RECOVERED IN GOOD CONDITION.
 GV1280
 GV1280                          STATION RECOVERY (1997)
 GV1280
 GV1280'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1280'MARK NOT FOUND.
 GV1280
 GV1280                          STATION RECOVERY (2002)
 GV1280
 GV1280'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1283 ***********************************************************************
 GV1283  DESIGNATION -  CHAN RM 1
 GV1283  PID         -  GV1283
 GV1283  STATE/COUNTY-  VA/CAROLINE
 GV1283  USGS QUAD   -  RUTHER GLEN (1985)
 GV1283
 GV1283                         *CURRENT SURVEY CONTROL
 GV1283  ___________________________________________________________________
 GV1283* NAD 83(1986)-  37 54 05.     (N)    077 27 17.     (W)     SCALED    
 GV1283* NAVD 88     -        59.461  (meters)     195.08   (feet)  ADJUSTED  
 GV1283  ___________________________________________________________________
 GV1283  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GV1283  DYNAMIC HT  -          59.423 (meters)     194.96  (feet)  COMP
 GV1283  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 GV1283
 GV1283  VERT ORDER  -  SECOND    CLASS 0
 GV1283
 GV1283.The horizontal coordinates were scaled from a topographic map and have
 GV1283.an estimated accuracy of +/- 6 seconds.
 GV1283
 GV1283.The orthometric height was determined by differential leveling
 GV1283.and adjusted by the National Geodetic Survey in June 1991..
 GV1283
 GV1283.The geoid height was determined by GEOID03.
 GV1283
 GV1283.The dynamic height is computed by dividing the NAVD 88
 GV1283.geopotential number by the normal gravity value computed on the
 GV1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1283.degrees latitude (g = 980.6199 gals.).
 GV1283
 GV1283.The modeled gravity was interpolated from observed gravity values.
 GV1283
 GV1283;                    North         East    Units  Estimated Accuracy
 GV1283;SPC VA N     - 2,026,580.    3,591,930.      MT  (+/- 180 meters Scaled)
 GV1283
 GV1283                          SUPERSEDED SURVEY CONTROL
 GV1283
 GV1283  NGVD 29 (??/??/??)   59.746  (m)          196.02   (f) ADJUSTED    2 0
 GV1283
 GV1283.Superseded values are not recommended for survey control.
 GV1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1283.See file dsdata.txt to determine how the superseded data were derived.
 GV1283
 GV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG841977(NAD 83)
 GV1283_MARKER: DR = REFERENCE MARK DISK
 GV1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1283_STAMPING: CHAN NO 1 1959
 GV1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1283+STABILITY: SURFACE MOTION
 GV1283
 GV1283  HISTORY     - Date     Condition        Report By
 GV1283  HISTORY     - 1959     MONUMENTED       CGS
 GV1283  HISTORY     - 1960     GOOD             CGS
 GV1283  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 GV1283  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1283
 GV1283                          STATION DESCRIPTION
 GV1283
 GV1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1283'2.8 MI S FROM RUTHER GLEN.
 GV1283'98.7 FEET SOUTHEAST OF TRIANGULATION STATION CHAN, DESCRIBED,
 GV1283'33 1/2 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF OLD
 GV1283'HOUSE, 39 1/2 FEET NORTH OF A 60-INCH RED OAK TREE, 120 FEET
 GV1283'EAST-SOUTHEAST OF R M 2, AND SET IN TOP OF A CONCRETE POST
 GV1283'FLUSH WITH THE GROUND.
 GV1283
 GV1283                          STATION RECOVERY (1997)
 GV1283
 GV1283'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1283'MARK NOT FOUND.
 GV1283
 GV1283                          STATION RECOVERY (2002)
 GV1283
 GV1283'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1282 ***********************************************************************
 GV1282  DESIGNATION -  CHAN RM 2
 GV1282  PID         -  GV1282
 GV1282  STATE/COUNTY-  VA/NELSON
 GV1282  USGS QUAD   -  RUTHER GLEN (1985)
 GV1282
 GV1282                         *CURRENT SURVEY CONTROL
 GV1282  ___________________________________________________________________
 GV1282* NAD 83(1986)-  37 54 05.     (N)    077 27 17.     (W)     SCALED    
 GV1282* NAVD 88     -        58.983  (meters)     193.51   (feet)  ADJUSTED  
 GV1282  ___________________________________________________________________
 GV1282  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GV1282  DYNAMIC HT  -          58.945 (meters)     193.39  (feet)  COMP
 GV1282  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 GV1282
 GV1282  VERT ORDER  -  SECOND    CLASS 0
 GV1282
 GV1282.The horizontal coordinates were scaled from a topographic map and have
 GV1282.an estimated accuracy of +/- 6 seconds.
 GV1282
 GV1282.The orthometric height was determined by differential leveling
 GV1282.and adjusted by the National Geodetic Survey in June 1991..
 GV1282
 GV1282.The geoid height was determined by GEOID03.
 GV1282
 GV1282.The dynamic height is computed by dividing the NAVD 88
 GV1282.geopotential number by the normal gravity value computed on the
 GV1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1282.degrees latitude (g = 980.6199 gals.).
 GV1282
 GV1282.The modeled gravity was interpolated from observed gravity values.
 GV1282
 GV1282;                    North         East    Units  Estimated Accuracy
 GV1282;SPC VA S     - 1,174,530.    3,591,930.      MT  (+/- 180 meters Scaled)
 GV1282
 GV1282                          SUPERSEDED SURVEY CONTROL
 GV1282
 GV1282  NGVD 29 (??/??/??)   59.268  (m)          194.45   (f) ADJUSTED    2 0
 GV1282
 GV1282.Superseded values are not recommended for survey control.
 GV1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1282.See file dsdata.txt to determine how the superseded data were derived.
 GV1282
 GV1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG841977(NAD 83)
 GV1282_MARKER: DR = REFERENCE MARK DISK
 GV1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1282_STAMPING: CHAN NO 2 1959
 GV1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1282+STABILITY: SURFACE MOTION
 GV1282
 GV1282  HISTORY     - Date     Condition        Report By
 GV1282  HISTORY     - 1959     MONUMENTED       CGS
 GV1282  HISTORY     - 1960     GOOD             CGS
 GV1282
 GV1282                          STATION DESCRIPTION
 GV1282
 GV1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1282'2.8 MI S FROM RUTHER GLEN.
 GV1282'85.3 FEET SOUTHWEST OF TRIANGULATION STATION CHAN, DESCRIBED,
 GV1282'120 FEET WEST-NORTHWEST OF R M 1, 47 1/2 FEET WEST-SOUTHWEST
 GV1282'OF THE SOUTHWEST CORNER OF OLD HOUSE, 16 1/2 FEET NORTH OF
 GV1282'THE CENTER LINE OF TRAIL ROAD, AND SET IN TOP OF A CONCRETE
 GV1282'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4909 ***********************************************************************
 GV4909  DESIGNATION -  CHANDLER
 GV4909  PID         -  GV4909
 GV4909  STATE/COUNTY-  VA/NEW KENT
 GV4909  USGS QUAD   -  NEW KENT (1978)
 GV4909
 GV4909                         *CURRENT SURVEY CONTROL
 GV4909  ___________________________________________________________________
 GV4909* NAD 83(1993)-  37 32 49.86513(N)    076 56 21.43826(W)     ADJUSTED  
 GV4909* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4909  ___________________________________________________________________
 GV4909  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 GV4909  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV4909
 GV4909  HORZ ORDER  -  THIRD
 GV4909
 GV4909.The horizontal coordinates were established by classical geodetic methods
 GV4909.and adjusted by the National Geodetic Survey in November 1994..
 GV4909
 GV4909.The orthometric height was scaled from a topographic map.
 GV4909
 GV4909.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4909
 GV4909.The geoid height was determined by GEOID03.
 GV4909
 GV4909;                    North         East     Units Scale Factor Converg.
 GV4909;SPC VA S     - 1,135,847.873 3,637,906.592   MT  0.99995030   +0 56 50.0
 GV4909;SPC VA S     - 3,726,527.56 11,935,365.21   sFT  0.99995030   +0 56 50.0
 GV4909;UTM  18      - 4,157,343.386   328,685.578   MT  0.99996151   -1 10 55.6
 GV4909
 GV4909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4909!SPC VA S     -   1.00000544  x   0.99995030  =   0.99995574
 GV4909!UTM  18      -   1.00000544  x   0.99996151  =   0.99996695
 GV4909
 GV4909|---------------------------------------------------------------------|
 GV4909| PID    Reference Object                     Distance      Geod. Az  |
 GV4909|                                                           dddmmss.s |
 GV4909| DC9077 CHANDLER RM 1 A MOUND                14.406 METERS 05857     |
 GV4909| GV4911 CHESTNUT                            APPROX. 0.7 KM 1994455.8 |
 GV4909|---------------------------------------------------------------------|
 GV4909
 GV4909                          SUPERSEDED SURVEY CONTROL
 GV4909
 GV4909  NAD 83(1986)-  37 32 49.86646(N)    076 56 21.45385(W) AD(       ) 3
 GV4909  NAD 27      -  37 32 49.34700(N)    076 56 22.58100(W) AD(       ) 3
 GV4909
 GV4909.Superseded values are not recommended for survey control.
 GV4909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4909.See file dsdata.txt to determine how the superseded data were derived.
 GV4909
 GV4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2868657343(NAD 83)
 GV4909_MARKER: P = PIPE CAP
 GV4909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4909_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4909
 GV4909  HISTORY     - Date     Condition        Report By
 GV4909  HISTORY     - 1912     MONUMENTED       CGS
 GV4909  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4909  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4909  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4909
 GV4909                          STATION DESCRIPTION
 GV4909
 GV4909'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4909'STATION IS ABOUT 400 METERS BELOW CHANDLER OR CHESTNUT GROVE
 GV4909'WHARF, AT ABOUT HIGH-WATER LINE AND EDGE OF BRUSH, ABOUT 50 METERS
 GV4909'FROM WHERE THE BIG WOODS CUT BACK FROM THE RIVER.
 GV4909'
 GV4909'STATION IS MARKED BY AN IRON PIPE 4 INCHES IN DIAMETER FILLED
 GV4909'WITH AND SET IN CEMENT, STANDING 8 INCHES ABOVE THE SURFACE,
 GV4909'TOP CARRYING A BRASS CAP WITH EXPLANATORY LEGEND.
 GV4909'
 GV4909'REFERENCE MARK IS A 40-PENNY NAIL ON TOP OF 2- BY 4-INCH
 GV4909'HEART PINE STAKE 3-1/2 FEET LONG, DRIVEN TO 9 INCHES OF SURFACE,
 GV4909'COVERED BY A MOUND OF EARTH 20 INCHES HIGH AND SURROUNDED BY A
 GV4909'MOAT, SET AT BACK EDGE OF THE SHORE BAND OF MORE DENSE BRUSH,
 GV4909'DISTANT 14.406 METERS ON LINE 219 DEG 12 MIN 25 SEC TO RIGHT OF
 GV4909'LINE TO STATION CHESTNUT.
 GV4909
 GV4909                          STATION RECOVERY (2000)
 GV4909
 GV4909'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4909'MARK NOT FOUND.
 GV4909
 GV4909                          STATION RECOVERY (2001)
 GV4909
 GV4909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4909
 GV4909                          STATION RECOVERY (2005)
 GV4909
 GV4909'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4910 ***********************************************************************
 GV4910  DESIGNATION -  CHANDLERS HOUSE NORTH CHIMNEY
 GV4910  PID         -  GV4910
 GV4910  STATE/COUNTY-  VA/NEW KENT
 GV4910  USGS QUAD   -  NEW KENT (1978)
 GV4910
 GV4910                         *CURRENT SURVEY CONTROL
 GV4910  ___________________________________________________________________
 GV4910* NAD 83(1993)-  37 32 30.27384(N)    076 56 24.79141(W)     ADJUSTED  
 GV4910* NAVD 88     -                                                        
 GV4910  ___________________________________________________________________
 GV4910  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 GV4910  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV4910
 GV4910  HORZ ORDER  -  THIRD
 GV4910
 GV4910.The horizontal coordinates were established by classical geodetic methods
 GV4910.and adjusted by the National Geodetic Survey in November 1994..
 GV4910
 GV4910
 GV4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4910
 GV4910.The geoid height was determined by GEOID03.
 GV4910
 GV4910;                    North         East     Units Scale Factor Converg.
 GV4910;SPC VA S     - 1,135,242.626 3,637,834.276   MT  0.99995001   +0 56 48.0
 GV4910;SPC VA S     - 3,724,541.85 11,935,127.95   sFT  0.99995001   +0 56 48.0
 GV4910;UTM  18      - 4,156,741.237   328,590.823   MT  0.99996191   -1 10 57.1
 GV4910
 GV4910                          SUPERSEDED SURVEY CONTROL
 GV4910
 GV4910  NAD 83(1986)-  37 32 30.27518(N)    076 56 24.80704(W) AD(       ) 4
 GV4910  NAD 27      -  37 32 29.75600(N)    076 56 25.93400(W) AD(       ) 3
 GV4910
 GV4910.Superseded values are not recommended for survey control.
 GV4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4910.See file dsdata.txt to determine how the superseded data were derived.
 GV4910
 GV4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2859156741(NAD 83)
 GV4910_MARKER: 85 = CHIMNEY
 GV4910
 GV4910  HISTORY     - Date     Condition        Report By
 GV4910  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4910  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4910
 GV4910                          STATION DESCRIPTION
 GV4910
 GV4910'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5269 ***********************************************************************
 HV5269  DESIGNATION -  CHANT 2
 HV5269  PID         -  HV5269
 HV5269  STATE/COUNTY-  VA/FAIRFAX
 HV5269  USGS QUAD   -  HERNDON (1994)
 HV5269
 HV5269                         *CURRENT SURVEY CONTROL
 HV5269  ___________________________________________________________________
 HV5269* NAD 83(1993)-  38 53 34.46995(N)    077 25 38.47749(W)     ADJUSTED  
 HV5269* NAVD 88     -       102.19   (+/-2cm)     335.3    (feet)  VERTCON   
 HV5269  ___________________________________________________________________
 HV5269  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HV5269  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV5269
 HV5269  HORZ ORDER  -  FIRST
 HV5269  VERT ORDER  -  THIRD ? (See Below)
 HV5269
 HV5269.The horizontal coordinates were established by classical geodetic methods
 HV5269.and adjusted by the National Geodetic Survey in November 1994..
 HV5269
 HV5269.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5269.The vertical order pertains to the NGVD 29 superseded value.
 HV5269
 HV5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5269
 HV5269.The geoid height was determined by GEOID03.
 HV5269
 HV5269;                    North         East     Units Scale Factor Converg.
 HV5269;SPC VA N     - 2,136,656.551 3,593,053.450   MT  0.99995991   +0 40 10.0
 HV5269;SPC VA N     - 7,010,014.03 11,788,209.53   sFT  0.99995991   +0 40 10.0
 HV5269;UTM  18      - 4,307,693.425   289,481.145   MT  1.00014575   -1 31 28.6
 HV5269
 HV5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5269!SPC VA N     -   0.99998896  x   0.99995991  =   0.99994887
 HV5269!UTM  18      -   0.99998896  x   1.00014575  =   1.00013471
 HV5269
 HV5269|---------------------------------------------------------------------|
 HV5269| PID    Reference Object                     Distance      Geod. Az  |
 HV5269|                                                           dddmmss.s |
 HV5269| DC6804 CHANT 2 RM 3                         26.768 METERS 01328     |
 HV5269| DC6801 CHANT RM 1                                         02613     |
 HV5269| HV5238 CHANT                                59.298 METERS 03350     |
 HV5269| DC6803 CHANT 2 AZ MK                                      1180509.0 |
 HV5269| DC6805 CHANT 2 RM 4                         28.184 METERS 12215     |
 HV5269| HV5270 DULLES APT RADAR DOME               APPROX. 6.8 KM 3445211.1 |
 HV5269|---------------------------------------------------------------------|
 HV5269
 HV5269                          SUPERSEDED SURVEY CONTROL
 HV5269
 HV5269  NAD 83(1993)-  38 53 34.46965(N)    077 25 38.48282(W) AD(       ) 1
 HV5269  NAD 83(1986)-  38 53 34.46928(N)    077 25 38.49041(W) AD(       ) 1
 HV5269  NAD 27      -  38 53 34.06801(N)    077 25 39.52980(W) AD(       ) 1
 HV5269  NGVD 29 (07/19/86)  102.41   (m)          336.0    (f) LEVELING    3  
 HV5269
 HV5269.Superseded values are not recommended for survey control.
 HV5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5269.See file dsdata.txt to determine how the superseded data were derived.
 HV5269
 HV5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8948107693(NAD 83)
 HV5269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5269_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5269_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV5269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5269
 HV5269  HISTORY     - Date     Condition        Report By
 HV5269  HISTORY     - 1969     MONUMENTED       CGS
 HV5269  HISTORY     - 1974     GOOD             VA-059
 HV5269
 HV5269                          STATION DESCRIPTION
 HV5269
 HV5269'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5269'THE STATION IS ABOUT 4 MILES NORTH OF CENTREVILLE, 4 MILES
 HV5269'SOUTH-SOUTHEAST OF DULLES INTERNATIONAL AIRPORT, 2/10 MILES EAST OF
 HV5269'CHANTILLY, AND ON THE NORTH RIGHT-OF WAY OF U.S. HIGHWAY 50.
 HV5269'
 HV5269'TO REACH THE STATION FROM THE POST OFFICE IN CHANTILLY, GO EAST ON
 HV5269'U.S. HIGHWAY 50 FOR 0.3 MILE TO ELMWOOD STREET ON THE RIGHT AND A
 HV5269'CROSSOVER ON THE LEFT.  TURN LEFT, THEN LEFT, AND GO WEST ON U.S.
 HV5269'HIGHWAY 50 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HV5269'
 HV5269'THE STATION MARK IS A STANDARD DISK, STAMPED CHANT 2 1969, SET IN THE
 HV5269'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 HV5269'1 INCH ABOVE THE GROUND.  IT IS 55.0 FEET NORTHEAST OF THE WEST
 HV5269'BOUND LANE OF U.S. HIGHWAY 50, 22.2 FEET NORTHNORTHWEST OF A POWER
 HV5269'POLE NUMBERED BA 20, AND 4.9 FEET EAST OF A WITNESS POST.  THE
 HV5269'UNDERGROUND MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 HV5269'
 HV5269'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHANT NO 1 1958, SET IN
 HV5269'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV5269'GROUND SURFACE.  THERE WERE NO SUITABLE LANDMARKS FOR MEASUREMENTS.
 HV5269'
 HV5269'CHANT 1958 IS A STANDARD DISK, STAMPED CHANT 1958, SET IN THE TOP OF
 HV5269'A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 HV5269'SURFACE.  THERE WERE NO SUITABLE LANDMARKS.
 HV5269'
 HV5269'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHANT 2 NO 3 1969, SET
 HV5269'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5269'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 156.7 FEET NORTHEAST OF
 HV5269'THE CENTERLINE OF THE WEST BOUND LANE, 101.0 FEET NORTH OF THE
 HV5269'POWER POLE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 HV5269'
 HV5269'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHANT 2 NO 4 1969, SET
 HV5269'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV5269'FLUSH WITH THE GROUND SURFACE, AND ABOUT 3 FEET LOWER IN ELEVATION
 HV5269'THAN THE STATION.  IT IS 94.6 FEET SOUTHEAST OF THE WITNESS POST,
 HV5269'70.9 FEET SOUTHEAST OF THE POWER POLE, AND 45.0 FEET NORTHEAST OF
 HV5269'THE CENTERLINE OF THE WEST BOUND LANE.
 HV5269'
 HV5269'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHANT 2 1969, SET IN A
 HV5269'DRILL HOLE IN THE SOUTHWEST CORNER OF THE ABUTMENT OF A CONCRETE
 HV5269'BRIDGE OF THE WEST BOUND LANE OF U.S. HIGHWAY 50.  IT IS 19.7 FEET
 HV5269'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE AND 0.4 FEET SOUTH
 HV5269'OF THE GUARD RAIL.
 HV5269'
 HV5269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 HV5269'50 FOR 0.5 MILE TO THE MARK ON THE LEFT AT THE WEST END OF THE
 HV5269'BRIDGE.
 HV5269
 HV5269                          STATION RECOVERY (1974)
 HV5269
 HV5269'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV5269'THE STATION AS WELL AS THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HV5269'SEE FAIRFAX COUNTY TAX MAP 34-4, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9093 ***********************************************************************
 HV9093  DESIGNATION -  CHANT 3
 HV9093  PID         -  HV9093
 HV9093  STATE/COUNTY-  VA/FAIRFAX
 HV9093  USGS QUAD   -  HERNDON (1994)
 HV9093
 HV9093                         *CURRENT SURVEY CONTROL
 HV9093  ___________________________________________________________________
 HV9093* NAD 83(1993)-  38 53 31.96876(N)    077 25 37.00185(W)     ADJUSTED  
 HV9093* NAVD 88     -       100.4    (meters)     329.     (feet)  VERTCON   
 HV9093  ___________________________________________________________________
 HV9093  X           -   1,082,087.228 (meters)                     COMP
 HV9093  Y           -  -4,851,696.361 (meters)                     COMP
 HV9093  Z           -   3,983,053.826 (meters)                     COMP
 HV9093  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 HV9093  ELLIP HEIGHT-          68.64  (meters)          (05/17/02) GPS OBS
 HV9093  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV9093
 HV9093  HORZ ORDER  -  SECOND
 HV9093  ELLP ORDER  -  FOURTH    CLASS II
 HV9093
 HV9093.The horizontal coordinates were established by GPS observations
 HV9093.and adjusted by the National Geodetic Survey in November 1994..
 HV9093
 HV9093.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9093
 HV9093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9093
 HV9093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9093
 HV9093.The ellipsoidal height was determined by GPS observations
 HV9093.and is referenced to NAD 83.
 HV9093
 HV9093.The geoid height was determined by GEOID03.
 HV9093
 HV9093;                    North         East     Units Scale Factor Converg.
 HV9093;SPC VA N     - 2,136,579.845 3,593,089.909   MT  0.99995985   +0 40 11.0
 HV9093;SPC VA N     - 7,009,762.37 11,788,329.14   sFT  0.99995985   +0 40 11.0
 HV9093;UTM  18      - 4,307,615.366   289,514.647   MT  1.00014558   -1 31 27.6
 HV9093
 HV9093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9093!SPC VA N     -   0.99998923  x   0.99995985  =   0.99994908
 HV9093!UTM  18      -   0.99998923  x   1.00014558  =   1.00013481
 HV9093
 HV9093                          SUPERSEDED SURVEY CONTROL
 HV9093
 HV9093  ELLIP H (11/14/94)   68.54   (m)                       GP(       ) 4 2
 HV9093  NAD 83(1993)-  38 53 31.96826(N)    077 25 37.00835(W) AD(       ) 2
 HV9093  NGVD 29 (09/10/92)  100.7    (m)          330.     (f) GPS OBS        
 HV9093
 HV9093.Superseded values are not recommended for survey control.
 HV9093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9093.See file dsdata.txt to determine how the superseded data were derived.
 HV9093
 HV9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8951507615(NAD 83)
 HV9093_MARKER: DS = TRIANGULATION STATION DISK
 HV9093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9093_SP_SET: CONCRETE POST
 HV9093_STAMPING: CHANT 3 1984
 HV9093_MARK LOGO: NGS   
 HV9093_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9093+STABILITY: SURFACE MOTION
 HV9093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9093+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1991
 HV9093
 HV9093  HISTORY     - Date     Condition        Report By
 HV9093  HISTORY     - 1984     MONUMENTED       NGS
 HV9093  HISTORY     - 19841019 GOOD             NGS
 HV9093  HISTORY     - 19911019 GOOD
 HV9093  HISTORY     - 20010321 MARK NOT FOUND   GEOMET
 HV9093
 HV9093                          STATION DESCRIPTION
 HV9093
 HV9093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV9093'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, IN THE TOWN OF
 HV9093'CHANTILLY.  TO REACH THE STATION FROM THE INTERSECTION OF LEE JACKSON
 HV9093'MEMORIAL HIGHWAY (U.S. 50) AND CENTERVILLE ROAD (S.R. 657) PROCEED
 HV9093'0.3 MI (0.5 KM) SOUTHEAST ALONG LEE JACKSON MEMORIAL HIGHWAY TO THE
 HV9093'INTERSECTION WITH ELMWOOD STREET (S.R. 1010) AND THE STATION ON THE
 HV9093'RIGHT, JUST WEST OF AN ELECTRIC POWER SUB-STATION
 HV9093'THE STATION IS A NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION
 HV9093'DISK SET IN THE TOP OF A ROUND CONE.  THE MONUMENT IS FLUSH WITH THE
 HV9093'GROUND SURFACE, STAMPED CHANT 3 1984.  AN UNDERGROUND MARK IS
 HV9093'LOCATED 1.0 M (3.3 FT) BELOW THE GROUND SURFACE.  THE DISK IS LOCATED
 HV9093'SOUTHEAST OF THE INTERSECTION, AT THE TOP OF A CUT SLOPE, 62.3 FT
 HV9093'(19.0 M) NORTHEAST OF A FIRE HYDRANT, 58.89 FT (17.95 M) WEST OF RM
 HV9093'5, 56.1 FT (17.1 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 HV9093'U.S. 50, 40.96 FT (12.48 M) NORTHEAST OF RM 6, AND 36.7 FT (11.2 M)
 HV9093'EAST OF THE CENTERLINE OF ELMWOOD STREET.
 HV9093
 HV9093                          STATION RECOVERY (1984)
 HV9093
 HV9093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV9093'THIS STATION REPLACES CHANT 1958 AND CHANT 2 1969, WHICH WERE
 HV9093'DESTROYED.
 HV9093' 
 HV9093'THE STATION IS LOCATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF
 HV9093'CENTERVILLE, 6.4 KM (4.0 MI) EAST OF DULLES INTERNATIONAL AIRPORT AND
 HV9093'0.32 KM (0.2 MI) EAST OF CHANTILLY.
 HV9093' 
 HV9093'ON PROPERTY OWNED BY OWNED BY VIRGINIA ELECTIRC AND POWER CO.
 HV9093'PERMISSION TO LOCATE CHANT 3 WAS GIVEN BY VEPCO DISTRICT MANAGER AT
 HV9093'11133 MAUN STREET, FAIRFAX, VA 22030.
 HV9093' 
 HV9093'TO REACH THE STATION FROM THE POST OFFICE IN CHANTILLY. GO EAST ON
 HV9093'U.S. HIGHWAY 50 FOR 0.32 KM (0.2 MI) TO ELMWOOD STREET AND THE STATION
 HV9093'ON THE RIGHT WEST OF AN ELECTRIC POWER SUB STATION.
 HV9093' 
 HV9093'THE STATION IS A STANDARD NGS DISK STAMPED--CHANT 3 1984--, SET INTO A
 HV9093'ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH THE GROUND.
 HV9093'LOCATED 13.85 M (45.4 FT) NORTH NORTHEAST FROM A POWER POLE NO RM 62,
 HV9093'4.20 M (13.8 FT) WEST FROM A VIRGINIA RIGHT-OF-WAY MARK, 11.2 M
 HV9093'(36.7 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF ELMWODD STREET, 19.00
 HV9093'M SOUTH SOUTHEAST FROM A FIRE HYDRANT, 17.1 M (56.1 FEET) SOUTH
 HV9093'SOUTHWEST FROM THE CENTER OF THE EASTBOUND LANE OF U.S.HIGHWAY 50
 HV9093'(LEE HIGHWAY) AND 19.5 M (64.0 FT) NORTH NORTHWEST FROM TH NW CORNER
 HV9093'OF A SECURITY FENCE AROUND THE POWER SUB STATION.  THE UNDERGROUND
 HV9093'MARK IS A STANDARD NGS DISK STAMPED--CHANT 3 1984--, SET INTO AN
 HV9093'IRREGULAR MASS OF CONCRETE, 1.0 METER BELOW THE SURFACE.
 HV9093' 
 HV9093'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--CHANT 3 NO 5
 HV9093'1984--, SET INTO A ROUND CONCRETE MONUMENT 32 IN DIAMETER, FLUSH WITH
 HV9093'THE GROUND.  LOCATED 7.0 M (23.0 FT) SOUTHEAST FROM A POWERLINE POLE
 HV9093'NO SL 19, 7.60 M (24.9 FT) NORTH FROM THE NW CORNER OF SECURITY FENCE,
 HV9093'14.60 M (47.9 FT) SOUTHWEST FROM THE CENTER OF THE EASTBOUND LANE OF
 HV9093'U.S. HIGHWAY 50.
 HV9093' 
 HV9093'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--CHANT 3 NO 6
 HV9093'1984--, SET INTO ROUND CONCRETE POST 34 CM IN DIAMETER, FLUSH WITH THE
 HV9093'GROUND.  LOCATED 1.25 M (4.1 FT) EAST FROM A POWER POLE RM 62, 9.1 M
 HV9093'(29.9 FT) SOUTHEAST FROM THE CENTER OF ELMWOOD STREET, 19.2 M
 HV9093'(63.0 FT) SOUTH SOUTHEAST FROM A FIRE HYDRANT AND 29.45 M (96.6 FT)
 HV9093'SOUTH FROM THE CENTER OF EASTBOUND LANE OF U.S. HIGHWAY 50.
 HV9093' 
 HV9093'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--CHANT 3 1984--, SET
 HV9093'INTO A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH THE
 HV9093'GROUND.  LOCATED ACROSS FROM THE WINDING BROOK SUB DIVISION, 6.7 M
 HV9093'(22.0 FT) SOUTH FROM THE CENTER WESTBOUND LANE OF U.S. MWY 50, 12.9 M
 HV9093'(42.3 FT) THE CENTER OF EASTBOUND LANE OF U.S. HIGHWAY OF U.S. HIGHWAY
 HV9093'50, 19.0 M (62.3 FT) WEST FROM THE CENTER OF HIGHWAY TURN AROUND AT
 HV9093'CHANTILLY ROAD AND 22.9 M (75.1 FT) SOUTHWEST FROM THE CONCRETE MEDIAN
 HV9093'IN CHANTILLY ROAD (CO. RD. 950).
 HV9093
 HV9093                          STATION RECOVERY (1991)
 HV9093
 HV9093'RECOVERED 1991
 HV9093'RECOVERED IN GOOD CONDITION.
 HV9093
 HV9093                          STATION RECOVERY (2001)
 HV9093
 HV9093'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (FJJ)
 HV9093'NOT FOUND, BANK NOW LOCATED WHERE STATION IS SAID TO HAVE BEEN,
 HV9093'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5221 ***********************************************************************
 HV5221  DESIGNATION -  CHANT AP 1 1958
 HV5221  PID         -  HV5221
 HV5221  STATE/COUNTY-  VA/FAIRFAX
 HV5221  USGS QUAD   -  HERNDON (1994)
 HV5221
 HV5221                         *CURRENT SURVEY CONTROL
 HV5221  ___________________________________________________________________
 HV5221* NAD 83(1993)-  38 55 01.79062(N)    077 28 01.64283(W)     ADJUSTED  
 HV5221* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 HV5221  ___________________________________________________________________
 HV5221  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 HV5221  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV5221
 HV5221  HORZ ORDER  -  SECOND
 HV5221
 HV5221.The horizontal coordinates were established by classical geodetic methods
 HV5221.and adjusted by the National Geodetic Survey in November 1994..
 HV5221
 HV5221.The orthometric height was scaled from a topographic map.
 HV5221
 HV5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5221
 HV5221.The geoid height was determined by GEOID03.
 HV5221
 HV5221;                    North         East     Units Scale Factor Converg.
 HV5221;SPC VA N     - 2,139,309.431 3,589,573.362   MT  0.99996203   +0 38 40.7
 HV5221;SPC VA N     - 7,018,717.69 11,776,791.94   sFT  0.99996203   +0 38 40.7
 HV5221;UTM  18      - 4,310,478.162   286,104.543   MT  1.00016340   -1 33 01.5
 HV5221
 HV5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5221!SPC VA N     -   0.99999264  x   0.99996203  =   0.99995467
 HV5221!UTM  18      -   0.99999264  x   1.00016340  =   1.00015604
 HV5221
 HV5221                          SUPERSEDED SURVEY CONTROL
 HV5221
 HV5221  NAD 83(1993)-  38 55 01.79044(N)    077 28 01.64808(W) AD(       ) 2
 HV5221  NAD 83(1986)-  38 55 01.79007(N)    077 28 01.65562(W) AD(       ) 2
 HV5221  NAD 27      -  38 55 01.38970(N)    077 28 02.69610(W) AD(       ) 2
 HV5221
 HV5221.Superseded values are not recommended for survey control.
 HV5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5221.See file dsdata.txt to determine how the superseded data were derived.
 HV5221
 HV5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8610510478(NAD 83)
 HV5221_MARKER: DS = TRIANGULATION STATION DISK
 HV5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5221+STABILITY: SURFACE MOTION
 HV5221
 HV5221  HISTORY     - Date     Condition        Report By
 HV5221  HISTORY     - 1958     MONUMENTED       CGS
 HV5221  HISTORY     - 1961     GOOD             CGS
 HV5221
 HV5221                          STATION DESCRIPTION
 HV5221
 HV5221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5221'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5221'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 2.7 MILES TO A
 HV5221'CROSSROAD (COUNTY ROUTE 609), TURN RIGHT (N) ON 609 AND GO
 HV5221'FOR 0.7 MILE TO A FENCE CORNER ON THE RIGHT, JUST PAST A FARM
 HV5221'HOUSE, ON THE LEFT.  FROM HERE PACK SE ACROSS OPEN FIELD
 HV5221'APPROXIMATELY 520 FT TO A GATE AND A T-INTERSECTION IN THE
 HV5221'FENCE, CROSS FENCE AND FOLLOW E-W FENCE LINE APPROXIMATELY 350
 HV5221'FT, THENCE 179FT S AT RIGHT ANGLES TO E-W FENCE LINE TO
 HV5221'STATION.
 HV5221'
 HV5221'THE STATION IS IN AN OPEN FIELD 179 FT SSW OF THE E-W FENCE
 HV5221'LINE, 63.0 FT SE OF BOUNDARY R.M. 1, 104.0 FT SSE OF BOUNDARY
 HV5221'R.M. 2, AND 44.2 FT S OF CHANT AP 2.  THE STATION IS A STANDARD C
 HV5221'AND G SURVEY DISK STAMPED CHANT AP 1 SET IN A CYLINDRICAL
 HV5221'CONCRETE POST WHICH PROJECTS 2 INCHES.
 HV5221'
 HV5221'BOUNDARY R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 HV5221'1.  IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 HV5221'INCHES, AND THE ARROW POINTS TOWARD TRIANGULATION STATION
 HV5221'SAND 1948.
 HV5221'
 HV5221'BOUNDARY R.M. 2 IS A STANDARD REFERENCE MARK DISK STAMPED 2
 HV5221'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 HV5221'42.4 FT NNE OF BOUNDARY R.M. 1.
 HV5221'
 HV5221'TRIANGULATION STATION SAND 1958 IS VISIBLE FROM THE GROUND
 HV5221'AT STATION CHANT AP 1.
 HV5221'
 HV5221'STATION IS 1.5 FT. SE OF AN IRON WITNESS POST.
 HV5221
 HV5221                          STATION RECOVERY (1961)
 HV5221
 HV5221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5221'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5221'
 HV5221'STATION IS ON PROPERTY OWNED BY MR. C. HUTCHINSON, ABOUT 500
 HV5221'FEET SOUTH OF THE SOUTHERN BOUNDARY OF THE DULLES INTERNATIONAL
 HV5221'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5222 ***********************************************************************
 HV5222  DESIGNATION -  CHANT AP 10 1958
 HV5222  PID         -  HV5222
 HV5222  STATE/COUNTY-  VA/LOUDOUN
 HV5222  USGS QUAD   -  HERNDON (1994)
 HV5222
 HV5222                         *CURRENT SURVEY CONTROL
 HV5222  ___________________________________________________________________
 HV5222* NAD 83(1993)-  38 59 38.09231(N)    077 27 06.99376(W)     ADJUSTED  
 HV5222* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 HV5222  ___________________________________________________________________
 HV5222  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 HV5222  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV5222
 HV5222  HORZ ORDER  -  SECOND
 HV5222
 HV5222.The horizontal coordinates were established by classical geodetic methods
 HV5222.and adjusted by the National Geodetic Survey in November 1994..
 HV5222
 HV5222.The orthometric height was scaled from a topographic map.
 HV5222
 HV5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5222
 HV5222.The geoid height was determined by GEOID03.
 HV5222
 HV5222;                    North         East     Units Scale Factor Converg.
 HV5222;SPC VA N     - 2,147,843.931 3,590,792.507   MT  0.99996992   +0 39 14.8
 HV5222;SPC VA N     - 7,046,717.96 11,780,791.75   sFT  0.99996992   +0 39 14.8
 HV5222;UTM  18      - 4,318,961.312   287,650.162   MT  1.00015528   -1 32 36.4
 HV5222
 HV5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5222!SPC VA N     -   0.99999139  x   0.99996992  =   0.99996131
 HV5222!UTM  18      -   0.99999139  x   1.00015528  =   1.00014667
 HV5222
 HV5222                          SUPERSEDED SURVEY CONTROL
 HV5222
 HV5222  NAD 83(1993)-  38 59 38.09280(N)    077 27 06.99721(W) AD(       ) 2
 HV5222  NAD 83(1986)-  38 59 38.09205(N)    077 27 07.00618(W) AD(       ) 2
 HV5222  NAD 27      -  38 59 37.69420(N)    077 27 08.04720(W) AD(       ) 2
 HV5222
 HV5222.Superseded values are not recommended for survey control.
 HV5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5222.See file dsdata.txt to determine how the superseded data were derived.
 HV5222
 HV5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8765018961(NAD 83)
 HV5222_MARKER: DS = TRIANGULATION STATION DISK
 HV5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5222+STABILITY: SURFACE MOTION
 HV5222
 HV5222  HISTORY     - Date     Condition        Report By
 HV5222  HISTORY     - 1958     MONUMENTED       CGS
 HV5222  HISTORY     - 1961     GOOD             CGS
 HV5222  HISTORY     - 19890313 GOOD             USPSQD
 HV5222
 HV5222                          STATION DESCRIPTION
 HV5222
 HV5222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5222'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5222'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 1.7 MILES TO
 HV5222'JUNCTION OF COUNTY ROUTE 607.  TURN RIGHT (N) ON COUNTY
 HV5222'ROUTE 607 AND GO 5.6 MILES TO ROAD FORK.  TAKE LEFT FORK
 HV5222'(NW) AND GO 0.9 MILE TO CROSSROADS.  TURN RIGHT (E) AND
 HV5222'GO 0.05 MILE TO A GATE ON THE LEFT AT A SMALL SHED.  PASS
 HV5222'THRU GATE AND PACK ENE FOR 0.1 MILE ACROSS FIELD TO FIRST
 HV5222'RIDGE AND TRIANGULATION STATION SPUR 1958.  FROM HERE CONTINUE
 HV5222'E FOR 0.15 MILE TO STATION IN FIELD COVERED WITH STUMPS.
 HV5222'THE STATION IS 126 FT E OF A STREAM, 68 FT S OF A 26-INCH
 HV5222'WHITE OAK TREE, 31 FT NNE OF A 26-INCH WHITE OAK TREE, 66
 HV5222'FT N OF AN E-W FENCE LINE, 59.0 FT (SLOPE DISTANCE) W OF
 HV5222'BOUNDARY R.M. 10, NO. 1.  AND 56.4 FT (SLOPE DISTANCE) S
 HV5222'OF BOUNDARY R.M. 10, NO. 2.
 HV5222'
 HV5222'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5222'AP 10, SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5222'2 INCHES.
 HV5222'
 HV5222'BOUNDARY R.M. 10, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5222'STAMPED 10 NO 1, SET IN A 3-INCH SOIL PIPE WHICH PROJECTS
 HV5222'3 INCHES.
 HV5222'
 HV5222'BOUNDARY R.M. 10, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5222'STAMPED 10 NO 2, SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5222'PROJECTS 2 INCHES.  IT IS 77.8 FT (SLOPE DISTANCE) NW OF
 HV5222'BOUNDARY R.M. 10, NO. 1.
 HV5222'
 HV5222'TRIANGULATION STATION SPUR 1958 IS VISIBLE FROM THE GROUND
 HV5222'AT STATION CHANT AP 10.
 HV5222'
 HV5222'STATION IS 2.1 FT. W OF AN IRON WITNESS POST.
 HV5222
 HV5222                          STATION RECOVERY (1961)
 HV5222
 HV5222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5222'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5222'IT CAN NO LONGER BE REACHED EASILY VIA ROUTE 607.
 HV5222'
 HV5222'TO REACH FROM STERLING ROAD AND ELDEN ST. IN HERNDON, VA.,
 HV5222'GO WEST 3.26 MILES ON ROUTE 606 TO JUNCTION OF ROUTES 606
 HV5222'AND 607, CONTINUE STRAIGHT (N.W.) 0.85 MILE TO FORK, BEAR
 HV5222'RIGHT (N) 0.15 MILE ON ROUTE 607 TO NORTH BOUNDARY OF THE
 HV5222'DULLES INTERNATIONAL AIRPORT.  FROM HERE PACK EAST ALONG
 HV5222'FENCE TO CORNER AND STATION.
 HV5222'
 HV5222'CHANT AP 10 IS A RIGHT ANGLE CORNER IN THE NORTH BOUNDARY
 HV5222'OF THE DULLES INTERNATIONAL AIRPORT.
 HV5222
 HV5222                          STATION RECOVERY (1989)
 HV5222
 HV5222'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLS)
 HV5222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5223 ***********************************************************************
 HV5223  DESIGNATION -  CHANT AP 11 1958
 HV5223  PID         -  HV5223
 HV5223  STATE/COUNTY-  VA/LOUDOUN
 HV5223  USGS QUAD   -  HERNDON (1994)
 HV5223
 HV5223                         *CURRENT SURVEY CONTROL
 HV5223  ___________________________________________________________________
 HV5223* NAD 83(1993)-  38 58 38.78870(N)    077 27 07.86039(W)     ADJUSTED  
 HV5223* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 HV5223  ___________________________________________________________________
 HV5223  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 HV5223  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV5223
 HV5223  HORZ ORDER  -  SECOND
 HV5223
 HV5223.The horizontal coordinates were established by classical geodetic methods
 HV5223.and adjusted by the National Geodetic Survey in November 1994..
 HV5223
 HV5223.The orthometric height was scaled from a topographic map.
 HV5223
 HV5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5223
 HV5223.The geoid height was determined by GEOID03.
 HV5223
 HV5223;                    North         East     Units Scale Factor Converg.
 HV5223;SPC VA N     - 2,146,015.090 3,590,792.526   MT  0.99996807   +0 39 14.3
 HV5223;SPC VA N     - 7,040,717.84 11,780,791.81   sFT  0.99996807   +0 39 14.3
 HV5223;UTM  18      - 4,317,133.474   287,580.049   MT  1.00015565   -1 32 34.9
 HV5223
 HV5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5223!SPC VA N     -   0.99999280  x   0.99996807  =   0.99996087
 HV5223!UTM  18      -   0.99999280  x   1.00015565  =   1.00014845
 HV5223
 HV5223                          SUPERSEDED SURVEY CONTROL
 HV5223
 HV5223  NAD 83(1993)-  38 58 38.78918(N)    077 27 07.86419(W) AD(       ) 2
 HV5223  NAD 83(1986)-  38 58 38.78848(N)    077 27 07.87279(W) AD(       ) 2
 HV5223  NAD 27      -  38 58 38.39090(N)    077 27 08.91430(W) AD(       ) 2
 HV5223
 HV5223.Superseded values are not recommended for survey control.
 HV5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5223.See file dsdata.txt to determine how the superseded data were derived.
 HV5223
 HV5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8758017133(NAD 83)
 HV5223_MARKER: DS = TRIANGULATION STATION DISK
 HV5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5223+STABILITY: SURFACE MOTION
 HV5223
 HV5223  HISTORY     - Date     Condition        Report By
 HV5223  HISTORY     - 1958     MONUMENTED       CGS
 HV5223  HISTORY     - 1961     GOOD             CGS
 HV5223  HISTORY     - 19890316 GOOD             USPSQD
 HV5223
 HV5223                          STATION DESCRIPTION
 HV5223
 HV5223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5223'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657
 HV5223'IN CHANTILLY, GO NW ON HWY 50 FOR 1.75 MILES TO JUNCTION OF
 HV5223'COUNTY ROUTE 607.  TURN RIGHT (N) ON ROUTE 607 AND GO 2.7
 HV5223'MILES TO CROSSROADS.  CONTINUE N ON ROUTE 607 FOR 1.9 MILES
 HV5223'TO JUNCTION OF COUNTY ROUTE 614.  CONTINUE N ON ROUTE 607
 HV5223'FOR 0.3 MILE TO DRIVE ON LEFT.  TURN LEFT (W) AND GO 0.2 MILE TO
 HV5223'FARM HOUSE AND END OF TRUCK TRAVEL.  PACK N ABOUT 2000 FT TO
 HV5223'STATION IN OPEN MEADOW, AND ABOUT 300 FT S OF E-W CREEK.
 HV5223'STATION IS 103.5 FT N OF A 24-INCH SYCAMORE TREE.  82.7 FT S
 HV5223'OF A 12-INCH CEDAR TREE.  41.5 FT SW OF AN 18-INCH SYCAMORE
 HV5223'TREE.  59.9 FT WSW OF BOUNDARY R.M. 11, NO. 1.  AND 70.9 FT
 HV5223'N OF BOUNDARY R.M. 11, NO. 2.
 HV5223'
 HV5223'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT AP 11
 HV5223'AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 2
 HV5223'INCHES.
 HV5223'
 HV5223'BOUNDARY R.M. 11, NO. 1, IS A STANDARD REFERENCE MARK DISK
 HV5223'BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES,
 HV5223'AND IS STAMPED 11 NO 1.
 HV5223'
 HV5223'BOUNDARY R.M. 11, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5223'STAMPED 11 NO 2, AND IS SET IN A CYLINDRICAL CONCRETE POST
 HV5223'WHICH PROJECTS 2 INCHES.  IT IS 95.1 FT SW OF BOUNDARY R.M. 11,
 HV5223'NO. 1.
 HV5223'
 HV5223'TRIANGULATION STATION HORSEPEN 1958 IS VISIBLE FROM THE GROUND
 HV5223'AT STATION CHANT AP 11.
 HV5223'
 HV5223'STATION IS 2.5 FT. E OF AN IRON WITNESS POST.
 HV5223
 HV5223                          STATION RECOVERY (1961)
 HV5223
 HV5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5223'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5223'IT CAN NO LONGER BE REACHED EASILY VIA ROUTE 607.
 HV5223'
 HV5223'TO REACH FROM STERLING RD. AND ELDEN ST. IN HERNDON, VA.
 HV5223'GO WEST 3.26 MILES ON ROUTE 606 TO JUNCTION OF ROUTES 606 AND 607,
 HV5223'TURN LEFT (S) 0.3 MILE ON ROUTE 607 TO DULLES AIRPORT BOUNDARY,
 HV5223'CONTINUE ON ROUTE 607 ACROSS THE BRIDGE OVER HORSEPEN RUN.
 HV5223'FROM THIS POINT PACK WEST 1600 FEET ALONG THE SOUTH BANK OF
 HV5223'HORSEPEN RUN TO THE NORTH-SOUTH AIRPORT BOUNDARY.  FOLLOW THIS
 HV5223'BOUNDARY SOUTH 300 FEET FROM HORSEPEN RUN TO BOUNDARY CORNER
 HV5223'AND STATION.
 HV5223
 HV5223                          STATION RECOVERY (1989)
 HV5223
 HV5223'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLS)
 HV5223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5224 ***********************************************************************
 HV5224  DESIGNATION -  CHANT AP 12 1958
 HV5224  PID         -  HV5224
 HV5224  STATE/COUNTY-  VA/LOUDOUN
 HV5224  USGS QUAD   -  HERNDON (1994)
 HV5224
 HV5224                         *CURRENT SURVEY CONTROL
 HV5224  ___________________________________________________________________
 HV5224* NAD 83(1993)-  38 58 38.02567(N)    077 25 43.02421(W)     ADJUSTED  
 HV5224* NAVD 88     -        92.6    (meters)     304.     (feet)  GPS OBS   
 HV5224  ___________________________________________________________________
 HV5224  X           -   1,080,653.275 (meters)                     COMP
 HV5224  Y           -  -4,845,932.957 (meters)                     COMP
 HV5224  Z           -   3,990,390.380 (meters)                     COMP
 HV5224  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 HV5224  ELLIP HEIGHT-          60.75  (meters)          (06/14/02) GPS OBS
 HV5224  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV5224
 HV5224  HORZ ORDER  -  FIRST
 HV5224  ELLP ORDER  -  FOURTH    CLASS I
 HV5224
 HV5224.The horizontal coordinates were established by GPS observations
 HV5224.and adjusted by the National Geodetic Survey in April 1999..
 HV5224
 HV5224.The orthometric height was determined by GPS observations and a
 HV5224.high-resolution geoid model.
 HV5224
 HV5224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5224
 HV5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5224
 HV5224.The ellipsoidal height was determined by GPS observations
 HV5224.and is referenced to NAD 83.
 HV5224
 HV5224.The geoid height was determined by GEOID03.
 HV5224
 HV5224;                    North         East     Units Scale Factor Converg.
 HV5224;SPC VA N     - 2,146,015.131 3,592,834.651   MT  0.99996805   +0 40 07.2
 HV5224;SPC VA N     - 7,040,717.98 11,787,491.68   sFT  0.99996805   +0 40 07.2
 HV5224;UTM  18      - 4,317,055.217   289,621.047   MT  1.00014502   -1 31 41.5
 HV5224
 HV5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5224!SPC VA N     -   0.99999047  x   0.99996805  =   0.99995852
 HV5224!UTM  18      -   0.99999047  x   1.00014502  =   1.00013549
 HV5224
 HV5224                          SUPERSEDED SURVEY CONTROL
 HV5224
 HV5224  ELLIP H (04/28/99)   60.75   (m)                       GP(       ) 3 1
 HV5224  NAD 83(1993)-  38 58 38.02565(N)    077 25 43.02391(W) AD(       ) 2
 HV5224  NAD 83(1993)-  38 58 38.02568(N)    077 25 43.02751(W) AD(       ) 2
 HV5224  NAD 83(1986)-  38 58 38.02521(N)    077 25 43.03617(W) AD(       ) 2
 HV5224  NAD 27      -  38 58 37.62660(N)    077 25 44.07930(W) AD(       ) 2
 HV5224
 HV5224.Superseded values are not recommended for survey control.
 HV5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5224.See file dsdata.txt to determine how the superseded data were derived.
 HV5224
 HV5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8962117055(NAD 83)
 HV5224_MARKER: DS = TRIANGULATION STATION DISK
 HV5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5224_STAMPING: CHANT AP12
 HV5224_MARK LOGO: NOS   
 HV5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5224+STABILITY: SURFACE MOTION
 HV5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5224+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV5224
 HV5224  HISTORY     - Date     Condition        Report By
 HV5224  HISTORY     - 1958     MONUMENTED       CGS
 HV5224  HISTORY     - 1961     GOOD             CGS
 HV5224  HISTORY     - 19890314 GOOD             LOCSUR
 HV5224  HISTORY     - 19960624 SEE DESCRIPTION  DEWDAV
 HV5224
 HV5224                          STATION DESCRIPTION
 HV5224
 HV5224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5224'TO REACH FROM JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657 IN
 HV5224'CHANTILLY, GO NW ON U.S. HWY 50 FOR 1.75 MILES TO JUNCTION
 HV5224'OF COUNTY ROUTE 607.  TURN RIGHT (N) ON ROUTE 607 AND GO 2.65
 HV5224'MILES TO CROSSROADS.  CONTINUE ON ROUTE 607 FOR 2.95 MILES
 HV5224'TO JUNCTION OF COUNTY ROUTE 606.  TURN RIGHT (E) ON COUNTY
 HV5224'ROUTE 606 AND GO 0.6 MILE TO ROAD FORKS.  TAKE LEFT FORK AND GO
 HV5224'0.75 MILE TO CROSSROADS.  TURN RIGHT (S) ON COUNTY ROUTE
 HV5224'636 AND GO 0.2 MILE TO DRIVEWAY ON RIGHT.  TURN RIGHT (W) AND
 HV5224'FOLLOW DRIVEWAY FOR 0.15 MILE TO HOME OF MR. H.J. ZIEGLER.
 HV5224'FROM HERE PACK NW, JUST PAST THE W SIDE OF A LARGE BARN,
 HV5224'FOR ABOUT 675 FT TO THE STATION IN AN OPEN FIELD.  STATION
 HV5224'IS 158 FT W OF A 14-INCH ELM TREE (NEAR AN OPEN WELL), 224
 HV5224'FT NW OF A WIRE FENCE CORNER, 59.7 FT SE OF BOUNDARY R.M.
 HV5224'12, NO.  1.  AND 44.6 FT SSW OF BOUNDARY R.M. 12, NO. 2.
 HV5224'
 HV5224'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT
 HV5224'AP 12, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5224'3 INCHES.
 HV5224'
 HV5224'BOUNDARY R.M. 12, NO. 1, IS A STANDARD REFERENCE MARK DISK
 HV5224'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 6-INCHES
 HV5224'ABOVE THE GROUND, AND IS STAMPED 12 NO 1.
 HV5224'
 HV5224'BOUNDARY R.M. 12, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5224'STAMPED 12 NO 2 SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5224'2 INCHES, AND IS 71.8 FT E OF BOUNDARY R.M. 12, NO. 1.
 HV5224'
 HV5224'TRIANGULATION STATION LOUDOUN 1958 IS VISIBLE FROM THE GROUND
 HV5224'AT STATION CHANT AP 12.
 HV5224'
 HV5224'STATION IS 1.5 FT. W OF A WITNESS POST.
 HV5224
 HV5224                          STATION RECOVERY (1961)
 HV5224
 HV5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5224'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT IT
 HV5224'IS MORE EASILY REACHED VIA ROUTE 606 FROM HERNDON, VIRGINIA.
 HV5224'
 HV5224'TO REACH FROM HERNDON GO WEST 2.14 MILE ON ROUTE 606 TO T
 HV5224'JUNCTION WITH THE DULLES INTERNATIONAL AIRPORT EAST PERIPHERAL
 HV5224'ROAD (PROPOSED STATE ROUTE 28), TURN LEFT (SOUTH) 0.2 MILE
 HV5224'TO AIRPORT BOUNDARY, PACK EAST 200 FT ALONG BOUNDARY TO STATION.
 HV5224
 HV5224                          STATION RECOVERY (1989)
 HV5224
 HV5224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5224'RECOVERED IN GOOD CONDITION.
 HV5224
 HV5224                          STATION RECOVERY (1996)
 HV5224
 HV5224'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV5224'THE STATION IS LOCATED AT THE EXTREME NORTHEAST CORNER OF DULLES
 HV5224'AIRPORT.  FROM THE INTERSECTION OF ROUTE 28 AND THE DULLES AIRPORT
 HV5224'ACCESS HIGHWAY, PROCEED NORTH ON ROUTE 28 TOWARDS OLD OX ROAD, ROUTE
 HV5224'606.  PARK APPROXIMATELY 600 FEET(SOUTH) BEFORE ARRIVING AT ROUTE 606,
 HV5224'FOR THE STATION ON THE RIGHT, ACROSS THE FENCE TO THE EAST. FROM THE
 HV5224'NORTHERNMOST CHAIN LINK FENCEPOST AT THE SOUTHEAST CORNER OF THE
 HV5224'INTERSECTION OF ROUTES 28 AND 606, WALK SOUTH FOR 590 FEET ALONG ROUTE
 HV5224'28, PARALLEL TO THE FENCELINE.  THE STATION IS 90 FEET SOUTH OF THE
 HV5224'SMALL CREEK THAT FORMS THE ONLY BEND IN THE FENCELINE, AND 42 FEETEAST
 HV5224'OF THE FENCE, ON THE OTHER SIDE.  AN ORANGE PLASTIC WITNESS POST
 HV5224'ADJOINS THE STATION.  CLIMB UNDER THE FENCE AT THE SMALL CREEK TO GAIN
 HV5224'ACCESS TO THE STATION.  THE STATION IS A STANDARD U.S. COAST AND
 HV5224'GEODETIC SURVEY TRIANGULATION STATION DISK SET IN A CYLINDRICAL
 HV5224'CONCRETE POST AT GROUND LEVEL.  THE MONUMENT IS UNSTABLE BECAUSE OF
 HV5224'THE SWAMPY SOIL CONDITIONS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5225 ***********************************************************************
 HV5225  DESIGNATION -  CHANT AP 13 1958
 HV5225  PID         -  HV5225
 HV5225  STATE/COUNTY-  VA/LOUDOUN
 HV5225  USGS QUAD   -  HERNDON (1994)
 HV5225
 HV5225                         *CURRENT SURVEY CONTROL
 HV5225  ___________________________________________________________________
 HV5225* NAD 83(1993)-  38 57 21.51730(N)    077 25 44.16602(W)     ADJUSTED  
 HV5225* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 HV5225  ___________________________________________________________________
 HV5225  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 HV5225  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV5225
 HV5225  HORZ ORDER  -  SECOND
 HV5225
 HV5225.The horizontal coordinates were established by classical geodetic methods
 HV5225.and adjusted by the National Geodetic Survey in November 1994..
 HV5225
 HV5225.The orthometric height was scaled from a topographic map.
 HV5225
 HV5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5225
 HV5225.The geoid height was determined by GEOID03.
 HV5225
 HV5225;                    North         East     Units Scale Factor Converg.
 HV5225;SPC VA N     - 2,143,655.725 3,592,834.694   MT  0.99996579   +0 40 06.5
 HV5225;SPC VA N     - 7,032,977.16 11,787,491.83   sFT  0.99996579   +0 40 06.5
 HV5225;UTM  18      - 4,314,697.123   289,530.646   MT  1.00014549   -1 31 39.7
 HV5225
 HV5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5225!SPC VA N     -   0.99999091  x   0.99996579  =   0.99995670
 HV5225!UTM  18      -   0.99999091  x   1.00014549  =   1.00013640
 HV5225
 HV5225                          SUPERSEDED SURVEY CONTROL
 HV5225
 HV5225  NAD 83(1993)-  38 57 21.51717(N)    077 25 44.17038(W) AD(       ) 2
 HV5225  NAD 83(1986)-  38 57 21.51679(N)    077 25 44.17870(W) AD(       ) 2
 HV5225  NAD 27      -  38 57 21.11670(N)    077 25 45.22190(W) AD(       ) 2
 HV5225
 HV5225.Superseded values are not recommended for survey control.
 HV5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5225.See file dsdata.txt to determine how the superseded data were derived.
 HV5225
 HV5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8953114697(NAD 83)
 HV5225_MARKER: DS = TRIANGULATION STATION DISK
 HV5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5225+STABILITY: SURFACE MOTION
 HV5225
 HV5225  HISTORY     - Date     Condition        Report By
 HV5225  HISTORY     - 1958     MONUMENTED       CGS
 HV5225  HISTORY     - 1961     GOOD             CGS
 HV5225  HISTORY     - 19890314 GOOD             LOCSUR
 HV5225
 HV5225                          STATION DESCRIPTION
 HV5225
 HV5225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5225'TO REACH FROM JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657
 HV5225'IN CHANTILLY, GO NW ON HWY 50 FOR 1.75 MILES TO JUNCTION
 HV5225'OF COUNTY ROUTE 607.  TURN RIGHT (N) ON ROUTE 607 AND GO
 HV5225'2.6 MILES TO CROSSROADS, TURN RIGHT (E) AND GO 1.7 MILES
 HV5225'TO JUNCTION OF COUNTY ROUTES 605 AND 665 AND DRIVEWAY LEFT,
 HV5225'TURN LEFT (W) AND FOLLOW DRIVEWAY FOR ABOUT 0.2 MILE TO
 HV5225'FARM HOUSE AND END OF TRUCK TRAVEL.  PACK N ABOUT 200 YARDS TO
 HV5225'STATION AT SE EDGE OF A SMALL WOODED AREA, 58.6 FT SW OF AN
 HV5225'8-INCH PINE TREE WITH A TRIANGULAR BLAZE.  38.0 FT SW OF A
 HV5225'6-INCH CEDAR TREE WITH A TRIANGULAR BLAZE.  106 FT WNW OF A
 HV5225'20-INCH OAK TREE.  62.0 FT SW OF BOUNDARY R.M. 13, NO. 1.
 HV5225'AND 68.1 FT WSW OF BOUNDARY R.M. 13, NO. 2.
 HV5225'
 HV5225'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT
 HV5225'AP 13, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5225'2 INCHES.
 HV5225'
 HV5225'BOUNDARY R.M. 13, NO. 1, IS A STANDARD REFERENCE MARK DISK
 HV5225'STAMPED 13 NO 1
 HV5225'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HV5225'
 HV5225'BOUNDARY R.M. 13, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5225'STAMPED 13 NO 2 SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5225'2 INCHES, AND IS 47.0 FT SE OF BOUNDARY R.M. 13, NO. 1.
 HV5225'
 HV5225'TRIANGULATION STATION HUMMER 1954 IS VISIBLE FROM THE GROUND AT
 HV5225'STATION CHANT AP 13.
 HV5225'
 HV5225'STATION IS 2.0 FT. W OF A WITNESS POST.
 HV5225
 HV5225                          STATION RECOVERY (1961)
 HV5225
 HV5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5225'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5225'IT IS MORE EASILY REACHED VIA THE DULLES INTERNATIONAL AIRPORT.
 HV5225'
 HV5225'TO REACH STATION FROM JUNCTION OF U.S. HWY 50 AND ROUTE 657
 HV5225'IN CHANTILLY, GO N.W. ON HWY 50 FOR 0.51 MILES TO DULLES
 HV5225'INTERNATIONAL AIRPORT EAST PERIPHERAL ROAD (PROPOSED STATE
 HV5225'ROUTE 28) ON THE RIGHT.  TURN RIGHT (N) ON THE PERIPHERAL
 HV5225'ROAD AND GO 4.28 MILES.  STATION IS 120 FEET (EAST) OF CENTERLINE
 HV5225'OF PERIPHERAL ROAD AND 1 FOOT SOUTHWEST OF 8 IN X 8 IN FENCE
 HV5225'POST.
 HV5225'
 HV5225'STATION MARKS AN ANGLE POINT IN THE BOUNDARY OF THE DULLES
 HV5225'INTERNATIONAL AIRPORT.
 HV5225
 HV5225                          STATION RECOVERY (1989)
 HV5225
 HV5225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5226 ***********************************************************************
 HV5226  DESIGNATION -  CHANT AP 13A 1958
 HV5226  PID         -  HV5226
 HV5226  STATE/COUNTY-  VA/FAIRFAX
 HV5226  USGS QUAD   -  HERNDON (1994)
 HV5226
 HV5226                         *CURRENT SURVEY CONTROL
 HV5226  ___________________________________________________________________
 HV5226* NAD 83(1993)-  38 55 55.75759(N)    077 25 45.44663(W)     ADJUSTED  
 HV5226* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 HV5226  ___________________________________________________________________
 HV5226  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 HV5226  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV5226
 HV5226  HORZ ORDER  -  SECOND
 HV5226
 HV5226.The horizontal coordinates were established by classical geodetic methods
 HV5226.and adjusted by the National Geodetic Survey in November 1994..
 HV5226
 HV5226.The orthometric height was scaled from a topographic map.
 HV5226
 HV5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5226
 HV5226.The geoid height was determined by GEOID03.
 HV5226
 HV5226;                    North         East     Units Scale Factor Converg.
 HV5226;SPC VA N     - 2,141,011.038 3,592,834.706   MT  0.99996343   +0 40 05.7
 HV5226;SPC VA N     - 7,024,300.38 11,787,491.86   sFT  0.99996343   +0 40 05.7
 HV5226;UTM  18      - 4,312,053.898   289,429.310   MT  1.00014602   -1 31 37.7
 HV5226
 HV5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5226!SPC VA N     -   0.99998965  x   0.99996343  =   0.99995308
 HV5226!UTM  18      -   0.99998965  x   1.00014602  =   1.00013567
 HV5226
 HV5226                          SUPERSEDED SURVEY CONTROL
 HV5226
 HV5226  NAD 83(1993)-  38 55 55.75743(N)    077 25 45.45065(W) AD(       ) 2
 HV5226  NAD 83(1986)-  38 55 55.75706(N)    077 25 45.45937(W) AD(       ) 2
 HV5226  NAD 27      -  38 55 55.35430(N)    077 25 46.50310(W) AD(       ) 2
 HV5226
 HV5226.Superseded values are not recommended for survey control.
 HV5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5226.See file dsdata.txt to determine how the superseded data were derived.
 HV5226
 HV5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8942912054(NAD 83)
 HV5226_MARKER: DS = TRIANGULATION STATION DISK
 HV5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5226+STABILITY: SURFACE MOTION
 HV5226
 HV5226  HISTORY     - Date     Condition        Report By
 HV5226  HISTORY     - 1958     MONUMENTED       CGS
 HV5226  HISTORY     - 1961     GOOD             CGS
 HV5226  HISTORY     - 1968     GOOD             CGS
 HV5226
 HV5226                          STATION DESCRIPTION
 HV5226
 HV5226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5226'TO REACH FROM JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657
 HV5226'IN CHANTILLY, GO N ON ROUTE 657 FOR 2.2 MILES TO A SIDE ROAD
 HV5226'LEFT (COUNTY ROUTE 668).  TURN LEFT (W) ON ROUTE 668 AND GO
 HV5226'0.9 MILE TO DRIVEWAY AND STATION ON RIGHT ALONG FENCE LINE.
 HV5226'STATION IS 45.0 FT ESE OF CENTERLINE OF DRIVEWAY, 15.0 FT
 HV5226'NNE OF CENTERLINE OF ROUTE 668, 53.2 FT E OF TRIANGULATION
 HV5226'STATION WAGSTAFF 1958, 59.9 FT ESE OF WAGSTAFF R.M. NO. 1,
 HV5226'AND 33.2 FT NNE OF WAGSTAFF R.M. NO. 2.
 HV5226'
 HV5226'STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT AP
 HV5226'13A, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5226'4 INCHES.
 HV5226'
 HV5226'STATION IS 3.0 FT. W OF A WITNESS POST.
 HV5226
 HV5226                          STATION RECOVERY (1961)
 HV5226
 HV5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5226'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 HV5226'FOLLOWS--
 HV5226'
 HV5226'TO REACH FROM JUNCTION OF U.S. HWY 50 AND ROUTE 657 IN CHANTILLY,
 HV5226'GO N.W. ON HWY 50 FOR 0.51 MILE TO DULLES INTERNATIONAL
 HV5226'AIRPORT EAST PERIPHERAL ROAD (PROPOSED STATE HWY 28) ON THE
 HV5226'RIGHT.  TURN RIGHT ON PERIPHERAL ROAD AND GO 2.6 MILES.  STATION
 HV5226'IS 120 FEET (EAST) OF CENTERLINE OF PERIPHERAL ROAD, 91 FEET
 HV5226'SOUTH OF SOUTHWEST CORNER OF CONCRETE BLOCK GARAGE, 28 FEET
 HV5226'WNW OF DEAD END OF ROUTE 668, 59.9 FEET ESE OF WAGSTAFF R.M.
 HV5226'NO.  1.
 HV5226'
 HV5226'STATION IS A STANDARD TRAVERSE DISK STAMPED CHANT AP 13 A SET
 HV5226'IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 4 INCHES.
 HV5226'
 HV5226'STATION IS 3.0 FEET W. OF WITNESS POST WHICH IS AT BASE OF
 HV5226'C AND P VA. POLE NO. 25.
 HV5226
 HV5226                          STATION RECOVERY (1968)
 HV5226
 HV5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFR)
 HV5226'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 HV5226'AT THE NORTHWEST END OF OLD MC LEAREN ROAD, 90.6 FEET SOUTH OF
 HV5226'THE SOUTHWEST CORNER OF CONCRETE BLOCK BUILDING, 53.2 FEET
 HV5226'EAST OF STATION WAGSTAFF 1958, 32 FEET NORTHWEST OF BOARD
 HV5226'FENCE CORNER, 4 FEET NORTHWEST OF POWER POLE NO. 26-H028, 1.5
 HV5226'FEET EAST OF EAST ROAD RIGHT-OF-WAY FENCE OF STATE HIGHWAY
 HV5226'28, 1 FOOT EAST OF STANDARD WITNESS POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5227 ***********************************************************************
 HV5227  DESIGNATION -  CHANT AP 14 1958
 HV5227  PID         -  HV5227
 HV5227  STATE/COUNTY-  VA/FAIRFAX
 HV5227  USGS QUAD   -  HERNDON (1994)
 HV5227
 HV5227                         *CURRENT SURVEY CONTROL
 HV5227  ___________________________________________________________________
 HV5227* NAD 83(1993)-  38 54 01.27895(N)    077 25 47.15694(W)     ADJUSTED  
 HV5227* NAVD 88     -       100.92   (+/-2cm)     331.1    (feet)  VERTCON   
 HV5227  ___________________________________________________________________
 HV5227  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HV5227  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV5227
 HV5227  HORZ ORDER  -  SECOND
 HV5227  VERT ORDER  -  THIRD ? (See Below)
 HV5227
 HV5227.The horizontal coordinates were established by classical geodetic methods
 HV5227.and adjusted by the National Geodetic Survey in November 1994..
 HV5227
 HV5227.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5227.The vertical order pertains to the NGVD 29 superseded value.
 HV5227
 HV5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5227
 HV5227.The geoid height was determined by GEOID03.
 HV5227
 HV5227;                    North         East     Units Scale Factor Converg.
 HV5227;SPC VA N     - 2,137,480.732 3,592,834.668   MT  0.99996054   +0 40 04.6
 HV5227;SPC VA N     - 7,012,718.03 11,787,491.74   sFT  0.99996054   +0 40 04.6
 HV5227;UTM  18      - 4,308,525.534   289,294.044   MT  1.00014672   -1 31 35.0
 HV5227
 HV5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5227!SPC VA N     -   0.99998916  x   0.99996054  =   0.99994970
 HV5227!UTM  18      -   0.99998916  x   1.00014672  =   1.00013588
 HV5227
 HV5227                          SUPERSEDED SURVEY CONTROL
 HV5227
 HV5227  NAD 83(1993)-  38 54 01.27906(N)    077 25 47.16235(W) AD(       ) 2
 HV5227  NAD 83(1986)-  38 54 01.27853(N)    077 25 47.17004(W) AD(       ) 2
 HV5227  NAD 27      -  38 54 00.87350(N)    077 25 48.21120(W) AD(       ) 2
 HV5227  NGVD 29 (07/19/86)  101.14   (m)          331.8    (f) LEVELING    3  
 HV5227
 HV5227.Superseded values are not recommended for survey control.
 HV5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5227.See file dsdata.txt to determine how the superseded data were derived.
 HV5227
 HV5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8929408526(NAD 83)
 HV5227_MARKER: DS = TRIANGULATION STATION DISK
 HV5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5227+STABILITY: SURFACE MOTION
 HV5227
 HV5227  HISTORY     - Date     Condition        Report By
 HV5227  HISTORY     - 1958     MONUMENTED       CGS
 HV5227  HISTORY     - 1961     GOOD             CGS
 HV5227  HISTORY     - 19890314 GOOD             LOCSUR
 HV5227
 HV5227                          STATION DESCRIPTION
 HV5227
 HV5227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5227'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5227'657 IN CHANTILLY, GO N ON ROUTE 657 FOR 0.4 MILE TO DRIVEWAY
 HV5227'ON LEFT.  TURN LEFT (W) AND FOLLOW DRIVEWAY FOR 0.15 MILE TO
 HV5227'FARM HOUSE AND END OF TRUCK TRAVEL.  PACK W ABOUT 75 YARDS TO
 HV5227'STATION IN FIELD.
 HV5227'
 HV5227'STATION IS 148.0 FT WNW OF SULLY R.M. NO. 1, WHICH IS ALONG A
 HV5227'N-S FENCE LINE, AND 63.7 FT NNW OF TRIANGULATION STATION SULLY
 HV5227'1958.
 HV5227'
 HV5227'STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT AP
 HV5227'14, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5227'3 INCHES.
 HV5227'
 HV5227'TRIANGULATION STATION CHANT 1958 IS VISIBLE FROM THE GROUND AT
 HV5227'STATION CHANT AP 14.
 HV5227'
 HV5227'STATION IS 2.7 FT. SW OF A WITNESS POST.
 HV5227
 HV5227                          STATION RECOVERY (1961)
 HV5227
 HV5227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5227'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5227'
 HV5227'CHANT AP 14 MARKS THE SOUTH-EAST CORNER OF THE DULLES
 HV5227'INTERNATIONAL AIRPORT.
 HV5227
 HV5227                          STATION RECOVERY (1989)
 HV5227
 HV5227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9240 ***********************************************************************
 HV9240  DESIGNATION -  CHANT AP 15 1961
 HV9240  PID         -  HV9240
 HV9240  STATE/COUNTY-  VA/FAIRFAX
 HV9240  USGS QUAD   -  HERNDON (1994)
 HV9240
 HV9240                         *CURRENT SURVEY CONTROL
 HV9240  ___________________________________________________________________
 HV9240* NAD 83(1986)-  38 54 03.     (N)    077 26 50.     (W)     SCALED    
 HV9240* NAVD 88     -        87.14   (+/-2cm)     285.9    (feet)  VERTCON   
 HV9240  ___________________________________________________________________
 HV9240  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV9240
 HV9240  VERT ORDER  -  THIRD ? (See Below)
 HV9240
 HV9240.The horizontal coordinates were scaled from a topographic map and have
 HV9240.an estimated accuracy of +/- 6 seconds.
 HV9240
 HV9240.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9240.The vertical order pertains to the NGVD 29 superseded value.
 HV9240
 HV9240.The geoid height was determined by GEOID03.
 HV9240
 HV9240;                    North         East    Units  Estimated Accuracy
 HV9240;SPC VA N     - 2,137,520.    3,591,320.      MT  (+/- 180 meters Scaled)
 HV9240
 HV9240                          SUPERSEDED SURVEY CONTROL
 HV9240
 HV9240  NGVD 29 (07/19/86)   87.36   (m)          286.6    (f) LEVELING    3  
 HV9240
 HV9240.Superseded values are not recommended for survey control.
 HV9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9240.See file dsdata.txt to determine how the superseded data were derived.
 HV9240
 HV9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ877086(NAD 83)
 HV9240_MARKER: DS = TRIANGULATION STATION DISK
 HV9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV9240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9240+STABILITY: SURFACE MOTION
 HV9240
 HV9240  HISTORY     - Date     Condition        Report By
 HV9240  HISTORY     - 1961     MONUMENTED       CGS
 HV9240  HISTORY     - 1962     GOOD             LOCENG
 HV9240  HISTORY     - 1968     GOOD             CGS
 HV9240
 HV9240                          STATION DESCRIPTION
 HV9240
 HV9240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV9240'TO REACH FROM JUNCTION OF U.S. HWY 50 AND ROUTE 657 IN CHANTILLY,
 HV9240'GO N.W. ON U.S. HWY 50 FOR 0.95 MILE TO A GRAVEL ROAD ON THE
 HV9240'RIGHT.  TURN RIGHT AND GO 0.01 MILE TO BOUNDARY OF DULLES
 HV9240'INTERNATIONAL AIRPORT.  FOLLOW BOUNDARY LEFT (WEST) 130 FEET
 HV9240'TO ANGLE POINT IN BOUNDARY AND STATION.
 HV9240'
 HV9240'STATION IS A STANDARD TRAVERSE DISK STAMPED CHANT AP 15, 1961
 HV9240'SET IN A 10 INCH CYCLINDRICAL CONCRETE POST WHICH PROJECTS
 HV9240'1 INCH.
 HV9240'
 HV9240'STATION IS 6.0 FEET SOUTH OF AN IRON WITNESS POST AND 109 FT
 HV9240'N OF CENTERLINE OF U.S. HIGHWAY 50.
 HV9240'
 HV9240'CAIN, 1958, IS 582.97 FEET NE OF THE STATION.  STATIONS ARE
 HV9240'INTERVISIBLE.
 HV9240
 HV9240                          STATION RECOVERY (1962)
 HV9240
 HV9240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 HV9240'RECOVERED BY MASSEY ENGRS.
 HV9240'
 HV9240'STATION FOUND IN GOOD CONDITION.
 HV9240
 HV9240                          STATION RECOVERY (1968)
 HV9240
 HV9240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (MEZ)
 HV9240'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV9240'CONDITION.
 HV9240'
 HV9240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 HV9240'NORTHWEST OF CHANTILLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5228 ***********************************************************************
 HV5228  DESIGNATION -  CHANT AP 15A 1958
 HV5228  PID         -  HV5228
 HV5228  STATE/COUNTY-  VA/FAIRFAX
 HV5228  USGS QUAD   -  HERNDON (1994)
 HV5228
 HV5228                         *CURRENT SURVEY CONTROL
 HV5228  ___________________________________________________________________
 HV5228* NAD 83(1993)-  38 54 01.75234(N)    077 26 39.65057(W)     ADJUSTED  
 HV5228* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 HV5228  ___________________________________________________________________
 HV5228  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 HV5228  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV5228
 HV5228  HORZ ORDER  -  SECOND
 HV5228
 HV5228.The horizontal coordinates were established by classical geodetic methods
 HV5228.and adjusted by the National Geodetic Survey in November 1994..
 HV5228
 HV5228.The orthometric height was scaled from a topographic map.
 HV5228
 HV5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5228
 HV5228.The geoid height was determined by GEOID03.
 HV5228
 HV5228;                    North         East     Units Scale Factor Converg.
 HV5228;SPC VA N     - 2,137,480.683 3,591,569.717   MT  0.99996055   +0 39 31.9
 HV5228;SPC VA N     - 7,012,717.87 11,783,341.65   sFT  0.99996055   +0 39 31.9
 HV5228;UTM  18      - 4,308,573.929   288,029.779   MT  1.00015331   -1 32 08.0
 HV5228
 HV5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5228!SPC VA N     -   0.99999075  x   0.99996055  =   0.99995130
 HV5228!UTM  18      -   0.99999075  x   1.00015331  =   1.00014406
 HV5228
 HV5228                          SUPERSEDED SURVEY CONTROL
 HV5228
 HV5228  NAD 83(1993)-  38 54 01.75190(N)    077 26 39.65589(W) AD(       ) 2
 HV5228  NAD 83(1986)-  38 54 01.75158(N)    077 26 39.66352(W) AD(       ) 2
 HV5228  NAD 27      -  38 54 01.34850(N)    077 26 40.71040(W) AD(       ) 2
 HV5228
 HV5228.Superseded values are not recommended for survey control.
 HV5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5228.See file dsdata.txt to determine how the superseded data were derived.
 HV5228
 HV5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8803008574(NAD 83)
 HV5228_MARKER: DS = TRIANGULATION STATION DISK
 HV5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5228+STABILITY: SURFACE MOTION
 HV5228
 HV5228  HISTORY     - Date     Condition        Report By
 HV5228  HISTORY     - 1958     MONUMENTED       CGS
 HV5228  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV5228
 HV5228                          STATION DESCRIPTION
 HV5228
 HV5228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5228'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5228'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 0.9 MILE TO A
 HV5228'DRIVEWAY ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD ON
 HV5228'THE RIGHT.  TURN RIGHT AND FOLLOW DRIVEWAY 0.05 MILE TO A HOUSE
 HV5228'ON THE LEFT AND THE STATION ON THE RIGHT.  STATION IS
 HV5228'APPROXIMATELY 330 FT N OF U.S. HWY 50, APPROXIMATELY 200 FT
 HV5228'SSE OF THE DRIVEWAY, 31.2 FT SE OF A BLAZED 12-INCH HICKORY
 HV5228'TREE, 28.6 FT NW OF A BLAZED 14-INCH HICKORY TREE, 13.5 FT
 HV5228'E OF A BLAZED 10-INCH HICKORY TREE, 12.9 FT SE OF BOUNDARY
 HV5228'R.M. 15A, NO. 1.  AND 45.3 FT SW OF BOUNDARY R.M. 15A, NO.
 HV5228'2.
 HV5228'
 HV5228'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT
 HV5228'AP 15A, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5228'PROJECTS 2 INCHES.
 HV5228'
 HV5228'BOUNDARY R.M. 15A, NO. 1 IS A STANDARD REFERENCE MARK DISK
 HV5228'STAMPED 15A NO 1, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5228'3 INCHES.  THE ARROW ON THE MARK IS POINTING WEST TOWARD THE
 HV5228'TRUE BOUNDARY CORNER WHICH IS NOT MARKED.
 HV5228'
 HV5228'BOUNDARY R.M. 15A, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5228'STAMPED 15A NO 2, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5228'2 INCHES.
 HV5228'
 HV5228'TRIANGULATION STATION CAIN 1958 IS VISIBLE FROM THE GROUND
 HV5228'AT STATION CHANT AP 15A WITH A 10-FOOT SIGNAL AT CAIN 1958.
 HV5228'
 HV5228'STATION IS 2.5 FT. W OF A WITNESS POST.
 HV5228
 HV5228                          STATION RECOVERY (1961)
 HV5228
 HV5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5228'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5229 ***********************************************************************
 HV5229  DESIGNATION -  CHANT AP 15B 1958
 HV5229  PID         -  HV5229
 HV5229  STATE/COUNTY-  VA/FAIRFAX
 HV5229  USGS QUAD   -  HERNDON (1994)
 HV5229
 HV5229                         *CURRENT SURVEY CONTROL
 HV5229  ___________________________________________________________________
 HV5229* NAD 83(1993)-  38 54 06.31745(N)    077 26 50.32845(W)     ADJUSTED  
 HV5229* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 HV5229  ___________________________________________________________________
 HV5229  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 HV5229  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV5229
 HV5229  HORZ ORDER  -  SECOND
 HV5229
 HV5229.The horizontal coordinates were established by classical geodetic methods
 HV5229.and adjusted by the National Geodetic Survey in November 1994..
 HV5229
 HV5229.The orthometric height was scaled from a topographic map.
 HV5229
 HV5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5229
 HV5229.The geoid height was determined by GEOID03.
 HV5229
 HV5229;                    North         East     Units Scale Factor Converg.
 HV5229;SPC VA N     - 2,137,618.489 3,591,310.830   MT  0.99996066   +0 39 25.2
 HV5229;SPC VA N     - 7,013,169.99 11,782,492.28   sFT  0.99996066   +0 39 25.2
 HV5229;UTM  18      - 4,308,721.575   287,776.309   MT  1.00015463   -1 32 14.8
 HV5229
 HV5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5229!SPC VA N     -   0.99999091  x   0.99996066  =   0.99995157
 HV5229!UTM  18      -   0.99999091  x   1.00015463  =   1.00014554
 HV5229
 HV5229                          SUPERSEDED SURVEY CONTROL
 HV5229
 HV5229  NAD 83(1993)-  38 54 06.31704(N)    077 26 50.33375(W) AD(       ) 2
 HV5229  NAD 83(1986)-  38 54 06.31668(N)    077 26 50.34133(W) AD(       ) 2
 HV5229  NAD 27      -  38 54 05.91380(N)    077 26 51.38790(W) AD(       ) 2
 HV5229
 HV5229.Superseded values are not recommended for survey control.
 HV5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5229.See file dsdata.txt to determine how the superseded data were derived.
 HV5229
 HV5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8777608722(NAD 83)
 HV5229_MARKER: DS = TRIANGULATION STATION DISK
 HV5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5229+STABILITY: SURFACE MOTION
 HV5229
 HV5229  HISTORY     - Date     Condition        Report By
 HV5229  HISTORY     - 1958     MONUMENTED       CGS
 HV5229  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV5229
 HV5229                          STATION DESCRIPTION
 HV5229
 HV5229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5229'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5229'657 IN CHANTILLY, GO NW ON HWY 50 FOR 0.95 MILE TO A SIDE ROAD
 HV5229'ON RIGHT.  TURN RIGHT (N) AND GO 0.05 MILE ON SIDE ROAD TO
 HV5229'STATION ON LEFT (W) IN FIELD.  STATION IS 227 FT SSE OF E-W
 HV5229'FENCE LINE, 275 FT SW OF A FENCE CORNER, 362.2 FT SW OF
 HV5229'TRIANGULATION STATION CAIN 1958, AND 7.5 FT NE OF BOUNDARY
 HV5229'R.M. 15B.
 HV5229'
 HV5229'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT
 HV5229'AP 15B, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5229'PROJECTS 2 INCHES.
 HV5229'
 HV5229'BOUNDARY R.M. 15B IS A STANDARD REFERENCE MARK DISK STAMPED
 HV5229'15B, AND IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 HV5229'INCHES.
 HV5229'
 HV5229'TRIANGULATION STATION CAIN 1958 IS VISIBLE FROM THE GROUND
 HV5229'AT CHANT AP 15B.
 HV5229'
 HV5229'STATION IS 2.0 FT. S OF A WITNESS POST.
 HV5229
 HV5229                          STATION RECOVERY (1961)
 HV5229
 HV5229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5229'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5230 ***********************************************************************
 HV5230  DESIGNATION -  CHANT AP 16 1958
 HV5230  PID         -  HV5230
 HV5230  STATE/COUNTY-  VA/FAIRFAX
 HV5230  USGS QUAD   -  HERNDON (1994)
 HV5230
 HV5230                         *CURRENT SURVEY CONTROL
 HV5230  ___________________________________________________________________
 HV5230* NAD 83(1993)-  38 55 01.15352(N)    077 26 49.52760(W)     ADJUSTED  
 HV5230* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 HV5230  ___________________________________________________________________
 HV5230  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 HV5230  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV5230
 HV5230  HORZ ORDER  -  SECOND
 HV5230
 HV5230.The horizontal coordinates were established by classical geodetic methods
 HV5230.and adjusted by the National Geodetic Survey in November 1994..
 HV5230
 HV5230.The orthometric height was scaled from a topographic map.
 HV5230
 HV5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5230
 HV5230.The geoid height was determined by GEOID03.
 HV5230
 HV5230;                    North         East     Units Scale Factor Converg.
 HV5230;SPC VA N     - 2,139,309.522 3,591,310.732   MT  0.99996201   +0 39 25.7
 HV5230;SPC VA N     - 7,018,717.99 11,782,491.96   sFT  0.99996201   +0 39 25.7
 HV5230;UTM  18      - 4,310,411.697   287,840.983   MT  1.00015429   -1 32 16.2
 HV5230
 HV5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5230!SPC VA N     -   0.99999122  x   0.99996201  =   0.99995323
 HV5230!UTM  18      -   0.99999122  x   1.00015429  =   1.00014551
 HV5230
 HV5230                          SUPERSEDED SURVEY CONTROL
 HV5230
 HV5230  NAD 83(1993)-  38 55 01.15334(N)    077 26 49.53250(W) AD(       ) 2
 HV5230  NAD 83(1986)-  38 55 01.15293(N)    077 26 49.54030(W) AD(       ) 2
 HV5230  NAD 27      -  38 55 00.75020(N)    077 26 50.58330(W) AD(       ) 2
 HV5230
 HV5230.Superseded values are not recommended for survey control.
 HV5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5230.See file dsdata.txt to determine how the superseded data were derived.
 HV5230
 HV5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8784110412(NAD 83)
 HV5230_MARKER: DS = TRIANGULATION STATION DISK
 HV5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5230+STABILITY: SURFACE MOTION
 HV5230
 HV5230  HISTORY     - Date     Condition        Report By
 HV5230  HISTORY     - 1958     MONUMENTED       CGS
 HV5230  HISTORY     - 1961     GOOD             CGS
 HV5230  HISTORY     - 19890315 GOOD             LOCSUR
 HV5230
 HV5230                          STATION DESCRIPTION
 HV5230
 HV5230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5230'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5230'657 IN CHANTILLY, GO NW ON HWY 50 FOR 1.7 MILES TO COUNTY
 HV5230'ROUTE 607.  TURN RIGHT AND GO N ON ROUTE 607 FOR 1.0 MILE
 HV5230'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT (E) AND FOLLOW DRIVEWAY
 HV5230'FOR 0.35 MILE TO MACHINERY SHED AND END OF TRUCK TRAVEL.  PACK
 HV5230'EASTERLY ACROSS OPEN FIELD ABOUT 375 FT TO STATION PIEDMONT
 HV5230'1958, IN OPEN FIELD.  THENCE PACK SE APPROXIMATELY 1000 FT
 HV5230'TO STATION IN WOODS (PICK UP FIRST BLAZED TREE AT EDGE OF
 HV5230'WOODS AND FOLLOW BLAZED TREES TO STATION).
 HV5230'
 HV5230'STATION IS 40.3 FT S OF AN 18-INCH OAK WITH A DOUBLE BLAZE,
 HV5230'26 FT E OF A 12-INCH OAK WITH A DOUBLE BLAZE, 11.5 FT NNE
 HV5230'OF A 10-INCH OAK WITH A DOUBLE BLAZE, 71.0 FT ENE OF BOUNDARY
 HV5230'R.M. NO. 2 AND 60.4 FT S OF BOUNDARY R.M. NO. 1.  THE STATION
 HV5230'IS A STANDARD C AND G SURVEY DISK STAMPED CHANT AP 16 SET
 HV5230'IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5230'
 HV5230'BOUNDARY R.M. 16, NO. 1, IS A STANDARD REFERENCE MARK DISK
 HV5230'STAMPED 16 NO 1 BRAZED TO THE TOP OF A 3-INCH SOIL PIPE
 HV5230'WHICH PROJECTS 6 INCHES.
 HV5230'
 HV5230'BOUNDARY R.M. 16, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5230'STAMPED 16 NO 2 SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5230'PROJECTS 3 INCHES.  IT IS 92.6 FT SW OF BOUNDARY R.M. 16,
 HV5230'NO. 1.
 HV5230'
 HV5230'TRIANGULATION STATION PIEDMONT 1958 IS VISIBLE FROM CHANT
 HV5230'AP 16 WITH A 12 FT SIGNAL AT STATION PIEDMONT 1958.
 HV5230'
 HV5230'STATION IS 2.5 FT. NNW OF A WITNESS POST.
 HV5230
 HV5230                          STATION RECOVERY (1961)
 HV5230
 HV5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5230'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE
 HV5230'MACHINERY SHED HAS BEEN REMOVED.  THE SHED FOUNDATION NOW
 HV5230'MARKS END OF TRUCK TRAVEL.
 HV5230'
 HV5230'STATION IS ON PROPERTY OF THE DULLES INTERNATIONAL AIRPORT.
 HV5230'
 HV5230'CHANT AP 25, 1961 HAS BEEN ESTABLISHED 830 FEET DUE SOUTH
 HV5230'(TRUE) FROM CHANT AP 16.  THESE STATIONS ARE INTERVISIBLE.
 HV5230
 HV5230                          STATION RECOVERY (1989)
 HV5230
 HV5230'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2786 ***********************************************************************
 HV2786  DESIGNATION -  CHANT AP 19
 HV2786  PID         -  HV2786
 HV2786  STATE/COUNTY-  VA/LOUDOUN
 HV2786  USGS QUAD   -  HERNDON (1994)
 HV2786
 HV2786                         *CURRENT SURVEY CONTROL
 HV2786  ___________________________________________________________________
 HV2786* NAD 83(1986)-  38 57 00.     (N)    077 29 31.     (W)     SCALED    
 HV2786* NAVD 88     -        90.577  (meters)     297.17   (feet)  ADJUSTED  
 HV2786  ___________________________________________________________________
 HV2786  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV2786  DYNAMIC HT  -          90.527 (meters)     297.00  (feet)  COMP
 HV2786  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 HV2786
 HV2786  VERT ORDER  -  SECOND    CLASS 0
 HV2786
 HV2786.The horizontal coordinates were scaled from a topographic map and have
 HV2786.an estimated accuracy of +/- 6 seconds.
 HV2786
 HV2786.The orthometric height was determined by differential leveling
 HV2786.and adjusted by the National Geodetic Survey in June 1991..
 HV2786
 HV2786.The geoid height was determined by GEOID03.
 HV2786
 HV2786.The dynamic height is computed by dividing the NAVD 88
 HV2786.geopotential number by the normal gravity value computed on the
 HV2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2786.degrees latitude (g = 980.6199 gals.).
 HV2786
 HV2786.The modeled gravity was interpolated from observed gravity values.
 HV2786
 HV2786;                    North         East    Units  Estimated Accuracy
 HV2786;SPC VA N     - 2,142,930.    3,587,380.      MT  (+/- 180 meters Scaled)
 HV2786
 HV2786                          SUPERSEDED SURVEY CONTROL
 HV2786
 HV2786  NGVD 29 (??/??/??)   90.800  (m)          297.90   (f) ADJUSTED    2 0
 HV2786
 HV2786.Superseded values are not recommended for survey control.
 HV2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2786.See file dsdata.txt to determine how the superseded data were derived.
 HV2786
 HV2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ840141(NAD 83)
 HV2786_MARKER: DE = TRAVERSE STATION DISK
 HV2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2786_STAMPING: CHANT AP 19
 HV2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2786+STABILITY: SURFACE MOTION
 HV2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2786+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 HV2786
 HV2786  HISTORY     - Date     Condition        Report By
 HV2786  HISTORY     - 1958     MONUMENTED       CGS
 HV2786  HISTORY     - 1960     GOOD             CGS
 HV2786  HISTORY     - 1961     GOOD             CGS
 HV2786  HISTORY     - 20050416 GOOD             GEOCAC
 HV2786
 HV2786                          STATION DESCRIPTION
 HV2786
 HV2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV2786'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV2786'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 3.5 MILES TO COUNTY
 HV2786'ROUTE 639.  TURN RIGHT (N) ON COUNTY ROUTE 639 AND GO 2.5
 HV2786'MILES TO STATION ON E SIDE OF ROAD.  THE STATION IS 14.0
 HV2786'FT E OF CENTER LINE OF ROAD, 1.0 FT E OF WIRE FENCE, 31.0
 HV2786'FT N OF 8-INCH CEDAR, 69.0 FT S OF 12-INCH LOCUST, 135.0 FT
 HV2786'SSE OF DRIVEWAY TO HOUSE OF MR. W.E. CLARKE, 135.0 FT SSE
 HV2786'OF CHANT AP 19 R.M. NO. 1, 34.2 FT E OF CHANT AP 19 R.M. NO. 2
 HV2786'AND 4.0 FT N OF AN IRON WITNESS POST.
 HV2786'
 HV2786'THE STATION IS A STANDARD C AND GS TRAVERSE DISK, STAMPED
 HV2786'CHANT AP 19 SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV2786'5 INCHES.
 HV2786'
 HV2786'BOUNDARY R.M. 19 NO. 1 IS A STANDARD REFERENCE MARK DISK
 HV2786'STAMPED CHANT AP 19 NO. 1 SET IN A CYLINDRICALCONCRETE POST
 HV2786'PROJECTING 5 INCHES AT THE SW CORNER OF THE INTERSECTION OF
 HV2786'COUNTY ROUTE 639 AND THE DRIVEWAY TO THE HOUSE OF MR. W.E.
 HV2786'CLARKE.
 HV2786'
 HV2786'BOUNDARY R.M. 19 NO. 2 IS A STANDARD REFERENCE MARK DISK,
 HV2786'STAMPED CHANT AP 19 NO. 2, SET IN A CYLINDRICAL CONCRETE POST
 HV2786'PROJECTING 5 INCHES.  IT IS 20.0 FT W OF THE CENTER LINE OF
 HV2786'COUNTY ROUTE 639 AND 3.0 FT W OF A WOODEN FENCE.  ALL MEASUREMENTS
 HV2786'TO REFERENCE MARKS WERE MADE TO VENT HOLES IN DISKS.
 HV2786
 HV2786                          STATION RECOVERY (1960)
 HV2786
 HV2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2786'5 MI NW FROM CHANTILLY.
 HV2786'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HV2786'HIGHWAY 657 IN CHANTILLY, GO NW ON U.S. HIGHWAY 50 FOR 3.5
 HV2786'MILES TO STATE HIGHWAY 639, TURN RIGHT (N) ON ROUTE 639 AND GO
 HV2786'2.5 MILES TO MARK ON E SIDE OF ROAD.  THE MARK IS 135.0 FT. SSE
 HV2786'OF DRIVEWAY TO HOUSE OF MR. WILLIAM E. CLARKE, 69.0 FT. S OF A
 HV2786'12-INCH LOCUST TREE, 31.0 FT. N OF AN 8-INCH CEDAR TREE, 14.0
 HV2786'FT. E OF CENTER LINE OF ROAD, 4.0 FT. N OF A STEEL WITNESS
 HV2786'POST AND 1.0 FT. E OF A WIRE FENCE.  IT IS A STANDARD TRAVERSE
 HV2786'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING
 HV2786'5 INCHES ABOVE THE GROUND.
 HV2786
 HV2786                          STATION RECOVERY (1961)
 HV2786
 HV2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV2786'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV2786'IT CAN NO LONGER BE REACHED AS DESCRIBED.
 HV2786'
 HV2786'TO REACH FROM JUNCTION OF U.S. HWY 50 AND ROUTE 657 IN
 HV2786'CHANTILLY, GO N.W. ON HWY 50 FOR 5.0 MILES TO ROUTE 621.  TURN
 HV2786'RIGHT (N) ON ROUTE621 AND GO 1.9 MILE TO INTERSECTION OF ROUTE
 HV2786'614.  TURN RIGHT (N.E.) ON ROUTE 614 AND GO 1.8 MILE TO
 HV2786'JUNCTION WITH ROUTE 639 ON RIGHT.  GO RIGHT (S.E.) 1.1 MILE
 HV2786'ON ROUTE 639 TO BARRIER AT BOUNDARY OF THE DULLES INTERNATIONAL
 HV2786'AIRPORT AND STATION ON E. SIDE OF ROAD END.
 HV2786'
 HV2786'STATION MARKS A POINT ON THE AIRPORT BOUNDARY.
 HV2786
 HV2786                          STATION RECOVERY (2005)
 HV2786
 HV2786'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV2786'RECOVERED IN GOOD CONDITION, 1961 TO REACH IS GOOD
 HV2786'MARK IS 1 FOOT NORTH FROM THE DULLES AIRPORT PERIMETER FENCE, AND ONCE
 HV2786'FOOT EAST FROM A WIRE FENCE.  THERE IS NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2787 ***********************************************************************
 HV2787  DESIGNATION -  CHANT AP 19 RM 1
 HV2787  PID         -  HV2787
 HV2787  STATE/COUNTY-  VA/LOUDOUN
 HV2787  USGS QUAD   -  HERNDON (1994)
 HV2787
 HV2787                         *CURRENT SURVEY CONTROL
 HV2787  ___________________________________________________________________
 HV2787* NAD 83(1986)-  38 57 00.     (N)    077 29 32.     (W)     SCALED    
 HV2787* NAVD 88     -        91.243  (meters)     299.35   (feet)  ADJUSTED  
 HV2787  ___________________________________________________________________
 HV2787  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV2787  DYNAMIC HT  -          91.193 (meters)     299.19  (feet)  COMP
 HV2787  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 HV2787
 HV2787  VERT ORDER  -  SECOND    CLASS 0
 HV2787
 HV2787.The horizontal coordinates were scaled from a topographic map and have
 HV2787.an estimated accuracy of +/- 6 seconds.
 HV2787
 HV2787.The orthometric height was determined by differential leveling
 HV2787.and adjusted by the National Geodetic Survey in June 1991..
 HV2787
 HV2787.The geoid height was determined by GEOID03.
 HV2787
 HV2787.The dynamic height is computed by dividing the NAVD 88
 HV2787.geopotential number by the normal gravity value computed on the
 HV2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2787.degrees latitude (g = 980.6199 gals.).
 HV2787
 HV2787.The modeled gravity was interpolated from observed gravity values.
 HV2787
 HV2787;                    North         East    Units  Estimated Accuracy
 HV2787;SPC VA N     - 2,142,930.    3,587,360.      MT  (+/- 180 meters Scaled)
 HV2787
 HV2787                          SUPERSEDED SURVEY CONTROL
 HV2787
 HV2787  NGVD 29 (??/??/??)   91.466  (m)          300.08   (f) ADJUSTED    2 0
 HV2787
 HV2787.Superseded values are not recommended for survey control.
 HV2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2787.See file dsdata.txt to determine how the superseded data were derived.
 HV2787
 HV2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ840141(NAD 83)
 HV2787_MARKER: DE = TRAVERSE STATION DISK
 HV2787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2787_SP_SET: CONC MONUMENT
 HV2787_STAMPING: CHANT AP 19 NO 1
 HV2787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2787
 HV2787  HISTORY     - Date     Condition        Report By
 HV2787  HISTORY     - UNK      MONUMENTED       CGS
 HV2787  HISTORY     - 1960     GOOD             CGS
 HV2787  HISTORY     - 20050416 MARK NOT FOUND   GEOCAC
 HV2787
 HV2787                          STATION DESCRIPTION
 HV2787
 HV2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2787'5 MI NW FROM CHANTILLY.
 HV2787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HV2787'HIGHWAY 657 IN CHANTILLY, GO NW 3.5 MILES ON U.S. HIGHWAY 50
 HV2787'TO STATE HIGHWAY 639, TURN RIGHT (N) ON ROUTE 639 AND GO
 HV2787'2.5 MILES TO MARK ON W SIDE OF ROAD.  MARK IS IN THE SW CORNER
 HV2787'OF THE INTERSECTION OF ROUTE 639 AND DRIVEWAY TO HOUSE OF
 HV2787'MR. WILLIAM E. CLARKE.  IT IS A STANDARD TRAVERSE DISK SET IN
 HV2787'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 HV2787'INCHES ABOVE THE GROUND.
 HV2787
 HV2787                          STATION RECOVERY (2005)
 HV2787
 HV2787'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV2787'MARK NOT FOUND
 HV2787'THIS IS A REFERENCE MARK FOR HV2786 WHICH WAS FOUND.
 HV2787'DRIVEWAY APPEARS TO BE RECENTLY REBUILT / WIDENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2788 ***********************************************************************
 HV2788  DESIGNATION -  CHANT AP 19 RM 2
 HV2788  PID         -  HV2788
 HV2788  STATE/COUNTY-  VA/LOUDOUN
 HV2788  USGS QUAD   -  HERNDON (1994)
 HV2788
 HV2788                         *CURRENT SURVEY CONTROL
 HV2788  ___________________________________________________________________
 HV2788* NAD 83(1986)-  38 57 00.     (N)    077 29 32.     (W)     SCALED    
 HV2788* NAVD 88     -        90.685  (meters)     297.52   (feet)  ADJUSTED  
 HV2788  ___________________________________________________________________
 HV2788  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV2788  DYNAMIC HT  -          90.635 (meters)     297.36  (feet)  COMP
 HV2788  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 HV2788
 HV2788  VERT ORDER  -  SECOND    CLASS 0
 HV2788
 HV2788.The horizontal coordinates were scaled from a topographic map and have
 HV2788.an estimated accuracy of +/- 6 seconds.
 HV2788
 HV2788.The orthometric height was determined by differential leveling
 HV2788.and adjusted by the National Geodetic Survey in June 1991..
 HV2788
 HV2788.The geoid height was determined by GEOID03.
 HV2788
 HV2788.The dynamic height is computed by dividing the NAVD 88
 HV2788.geopotential number by the normal gravity value computed on the
 HV2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2788.degrees latitude (g = 980.6199 gals.).
 HV2788
 HV2788.The modeled gravity was interpolated from observed gravity values.
 HV2788
 HV2788;                    North         East    Units  Estimated Accuracy
 HV2788;SPC VA N     - 2,142,930.    3,587,360.      MT  (+/- 180 meters Scaled)
 HV2788
 HV2788                          SUPERSEDED SURVEY CONTROL
 HV2788
 HV2788  NGVD 29 (??/??/??)   90.908  (m)          298.25   (f) ADJUSTED    2 0
 HV2788
 HV2788.Superseded values are not recommended for survey control.
 HV2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2788.See file dsdata.txt to determine how the superseded data were derived.
 HV2788
 HV2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ840141(NAD 83)
 HV2788_MARKER: DE = TRAVERSE STATION DISK
 HV2788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2788_SP_SET: CONC MONUMENT
 HV2788_STAMPING: CHANT AP 19 NO 2
 HV2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2788
 HV2788  HISTORY     - Date     Condition        Report By
 HV2788  HISTORY     - UNK      MONUMENTED       CGS
 HV2788  HISTORY     - 1960     GOOD             CGS
 HV2788  HISTORY     - 20050416 MARK NOT FOUND   GEOCAC
 HV2788
 HV2788                          STATION DESCRIPTION
 HV2788
 HV2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2788'5 MI NW FROM CHANTILLY.
 HV2788'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE ROUTE
 HV2788'657 IN CHANTILLY, GO 3.5 MILES NW ALONG U.S. HIGHWAY 50 TO STATE
 HV2788'ROUTE 639, TURN RIGHT (N) ON ROUTE 639 AND GO 2.5 MILES TO
 HV2788'MARK ON WEST SIDE OF ROAD.  MARK IS 20.0 FT. W OF CENTER LINE OF
 HV2788'ROUTE 639 AND 3.0 FT. W OF A WOODEN FENCE.  IT IS A STANDARD
 HV2788'TRAVERSE DISK SET IN THE TOP OF A CYLINDRIVAL CONCRETE MONUMENT
 HV2788'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 HV2788
 HV2788                          STATION RECOVERY (2005)
 HV2788
 HV2788'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV2788'MARK NOT FOUND
 HV2788'THIS IS A REFERENCE MARK FOR HV2786 WHICH WAS FOUND.
 HV2788'THIS MARK SHOULD BE LOCATED INSIDE THE DULLES AIRPORT PERIMETER FENCE,
 HV2788'AND FROM VISUAL INSPECTION WOULD BE IN THE PERIMETER SECURITY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5231 ***********************************************************************
 HV5231  DESIGNATION -  CHANT AP 2 1958
 HV5231  PID         -  HV5231
 HV5231  STATE/COUNTY-  VA/LOUDOUN
 HV5231  USGS QUAD   -  HERNDON (1994)
 HV5231
 HV5231                         *CURRENT SURVEY CONTROL
 HV5231  ___________________________________________________________________
 HV5231* NAD 83(1993)-  38 55 02.22790(N)    077 28 01.63652(W)     ADJUSTED  
 HV5231* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 HV5231  ___________________________________________________________________
 HV5231  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 HV5231  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV5231
 HV5231  HORZ ORDER  -  SECOND
 HV5231
 HV5231.The horizontal coordinates were established by classical geodetic methods
 HV5231.and adjusted by the National Geodetic Survey in November 1994..
 HV5231
 HV5231.The orthometric height was scaled from a topographic map.
 HV5231
 HV5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5231
 HV5231.The geoid height was determined by GEOID03.
 HV5231
 HV5231;                    North         East     Units Scale Factor Converg.
 HV5231;SPC VA N     - 2,139,322.916 3,589,573.362   MT  0.99996204   +0 38 40.7
 HV5231;SPC VA N     - 7,018,761.93 11,776,791.94   sFT  0.99996204   +0 38 40.7
 HV5231;UTM  18      - 4,310,491.640   286,105.060   MT  1.00016340   -1 33 01.5
 HV5231
 HV5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5231!SPC VA N     -   0.99999264  x   0.99996204  =   0.99995468
 HV5231!UTM  18      -   0.99999264  x   1.00016340  =   1.00015604
 HV5231
 HV5231                          SUPERSEDED SURVEY CONTROL
 HV5231
 HV5231  NAD 83(1993)-  38 55 02.22772(N)    077 28 01.64176(W) AD(       ) 2
 HV5231  NAD 83(1986)-  38 55 02.22740(N)    077 28 01.64934(W) AD(       ) 2
 HV5231  NAD 27      -  38 55 01.82700(N)    077 28 02.68980(W) AD(       ) 2
 HV5231
 HV5231.Superseded values are not recommended for survey control.
 HV5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5231.See file dsdata.txt to determine how the superseded data were derived.
 HV5231
 HV5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8610510492(NAD 83)
 HV5231_MARKER: DS = TRIANGULATION STATION DISK
 HV5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5231+STABILITY: SURFACE MOTION
 HV5231
 HV5231  HISTORY     - Date     Condition        Report By
 HV5231  HISTORY     - 1958     MONUMENTED       CGS
 HV5231  HISTORY     - 1961     GOOD             CGS
 HV5231
 HV5231                          STATION DESCRIPTION
 HV5231
 HV5231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5231'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5231'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 2.7 MILES TO
 HV5231'A CROSSROADS (COUNTY ROUTE 609), TURN RIGHT (N) ON 609 AND
 HV5231'GO FOR 0.7 MILE TO A FENCE CORNER ON THE RIGHT JUST PAST
 HV5231'A FARM HOUSE ON THE LEFT.  FROM HERE PACK SE ACROSS OPEN
 HV5231'FIELD APPROXIMATELY 520 FT TO A GATE AND T-INTERSECTION
 HV5231'IN THE FENCE, CROSS FENCE AND FOLLOW E-W FENCE LINE
 HV5231'APPROXIMATELY 350 FT, THENCE 136 FT S AT RIGHT ANGLES TO E-W
 HV5231'FENCE LINE TO STATION.
 HV5231'
 HV5231'STATION IS AN OPEN FIELD 136 FT SSW OF E-W FENCE LINE, 61
 HV5231'FT SSE OF BOUNDARY R.M. 2, 24.6 FT ESE OF BOUNDARY R.M. 1,
 HV5231'AND 44.2 FT N OF CHANT AP 1.  STATION IS A STANDARD C AND
 HV5231'G SURVEY DISK STAMPED CHANT AP 2 SET IN A CYLINDRICAL CONCRETE
 HV5231'POST WHICH PROJECTS 2 INCHES.
 HV5231'
 HV5231'BOUNDARY R.M. 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5231'1.  IT IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 HV5231'INCHES, AND THE ARROW POINTS TOWARD TRIANGULATION STATION
 HV5231'SAND 1948.
 HV5231'
 HV5231'BOUNDARY R.M. 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5231'2, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 HV5231'IS 42.4 FT NNE OF BOUNDARY R.M. 1.
 HV5231'
 HV5231'TRIANGULATION STATION SAND 1958 IS VISIBLE FROM THE GROUND
 HV5231'AT STATION CHANT AP 2.
 HV5231'
 HV5231'STATION IS 2.3 FT. SE OF AN IRON WITNESS POST.
 HV5231
 HV5231                          STATION RECOVERY (1961)
 HV5231
 HV5231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5231'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5231'
 HV5231'STATION IS ON PROPERTY OWNED BY MR. C. HUTCHINSON, ABOUT
 HV5231'500 FEET SOUTH OF THE SOUTHERN BOUNDARY OF THE DULLES INTERNATIONAL
 HV5231'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5232 ***********************************************************************
 HV5232  DESIGNATION -  CHANT AP 3 1958
 HV5232  PID         -  HV5232
 HV5232  STATE/COUNTY-  VA/LOUDOUN
 HV5232  USGS QUAD   -  HERNDON (1994)
 HV5232
 HV5232                         *CURRENT SURVEY CONTROL
 HV5232  ___________________________________________________________________
 HV5232* NAD 83(1993)-  38 55 33.17276(N)    077 28 01.19142(W)     ADJUSTED  
 HV5232* NAVD 88     -        80.67   (+/-2cm)     264.7    (feet)  VERTCON   
 HV5232  ___________________________________________________________________
 HV5232  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 HV5232  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV5232
 HV5232  HORZ ORDER  -  SECOND
 HV5232  VERT ORDER  -  THIRD ? (See Below)
 HV5232
 HV5232.The horizontal coordinates were established by classical geodetic methods
 HV5232.and adjusted by the National Geodetic Survey in November 1994..
 HV5232
 HV5232.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5232.The vertical order pertains to the NGVD 29 superseded value.
 HV5232
 HV5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5232
 HV5232.The geoid height was determined by GEOID03.
 HV5232
 HV5232;                    North         East     Units Scale Factor Converg.
 HV5232;SPC VA N     - 2,140,277.194 3,589,573.347   MT  0.99996283   +0 38 41.0
 HV5232;SPC VA N     - 7,021,892.76 11,776,791.89   sFT  0.99996283   +0 38 41.0
 HV5232;UTM  18      - 4,311,445.410   286,141.605   MT  1.00016320   -1 33 02.3
 HV5232
 HV5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5232!SPC VA N     -   0.99999235  x   0.99996283  =   0.99995518
 HV5232!UTM  18      -   0.99999235  x   1.00016320  =   1.00015554
 HV5232
 HV5232                          SUPERSEDED SURVEY CONTROL
 HV5232
 HV5232  NAD 83(1993)-  38 55 33.17258(N)    077 28 01.19650(W) AD(       ) 2
 HV5232  NAD 83(1986)-  38 55 33.17225(N)    077 28 01.20414(W) AD(       ) 2
 HV5232  NAD 27      -  38 55 32.77150(N)    077 28 02.24440(W) AD(       ) 2
 HV5232  NGVD 29 (07/19/86)   80.89   (m)          265.4    (f) LEVELING    3  
 HV5232
 HV5232.Superseded values are not recommended for survey control.
 HV5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5232.See file dsdata.txt to determine how the superseded data were derived.
 HV5232
 HV5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8614211445(NAD 83)
 HV5232_MARKER: DS = TRIANGULATION STATION DISK
 HV5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5232+STABILITY: SURFACE MOTION
 HV5232
 HV5232  HISTORY     - Date     Condition        Report By
 HV5232  HISTORY     - 1958     MONUMENTED       CGS
 HV5232
 HV5232                          STATION DESCRIPTION
 HV5232
 HV5232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5232'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5232'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 2.7 MILES TO
 HV5232'A CROSSROADS (COUNTY ROUTE 609), TURN RIGHT (N) ON 609 AND
 HV5232'GO FOR 1.1 MILE TO A DRIVEWAY AT THE S SIDE OF MR. HUTCHINSONS
 HV5232'RESIDENCE, TURN LEFT (W) INTO DRIVEWAY AND GO 0.05 MILE
 HV5232'TO THE STATION.
 HV5232'
 HV5232'STATION IS ALONG AN E-W WOODEN FENCE LINE, 17.0 FT W OF
 HV5232'FENCE CORNER, 58.9 FT SW OF POWER LINE POLE IN FARMYARD,
 HV5232'60.3 FT NNE OF BOUNDARY R.M. 3, AND 59.8 FT WNW OF SAND
 HV5232'AZIMUTH MARK, 1958.  STATION IS A STANDARD C AND G SURVEY
 HV5232'DISK STAMPED, CHANT AP 3 SET IN A CYLINDRICAL CONCRETE POST
 HV5232'WHICH PROJECTS 2 INCHES.
 HV5232'
 HV5232'BOUNDARY R.M. 3, IS A STANDARD REFERENCE MARK DISK STAMPED
 HV5232'3.  IT IS SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HV5232'3 INCHES, AND THE ARROW POINTS TOWARD TRIANGULATION STATION
 HV5232'SAND 1958.
 HV5232'
 HV5232'SAND AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 HV5232'SAND 1958, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5232'2 INCHES.
 HV5232'
 HV5232'TRIANGULATION STATION SAND 1958 IS VISIBLE FROM THE GROUND
 HV5232'AT STATION CHANT AP 3.
 HV5232'
 HV5232'STATION IS 2.3 FT. E OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5233 ***********************************************************************
 HV5233  DESIGNATION -  CHANT AP 4
 HV5233  PID         -  HV5233
 HV5233  STATE/COUNTY-  VA/LOUDOUN
 HV5233  USGS QUAD   -  HERNDON (1994)
 HV5233
 HV5233                         *CURRENT SURVEY CONTROL
 HV5233  ___________________________________________________________________
 HV5233* NAD 83(1993)-  38 55 33.94190(N)    077 29 29.44748(W)     ADJUSTED  
 HV5233* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 HV5233  ___________________________________________________________________
 HV5233  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 HV5233  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV5233
 HV5233  HORZ ORDER  -  SECOND
 HV5233
 HV5233.The horizontal coordinates were established by classical geodetic methods
 HV5233.and adjusted by the National Geodetic Survey in November 1994..
 HV5233
 HV5233.The orthometric height was scaled from a topographic map.
 HV5233
 HV5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5233
 HV5233.The geoid height was determined by GEOID03.
 HV5233
 HV5233;                    North         East     Units Scale Factor Converg.
 HV5233;SPC VA N     - 2,140,277.273 3,587,447.387   MT  0.99996285   +0 37 45.9
 HV5233;SPC VA N     - 7,021,893.02 11,769,816.97   sFT  0.99996285   +0 37 45.9
 HV5233;UTM  18      - 4,311,526.947   284,016.771   MT  1.00017445   -1 33 57.8
 HV5233
 HV5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5233!SPC VA N     -   0.99998935  x   0.99996285  =   0.99995220
 HV5233!UTM  18      -   0.99998935  x   1.00017445  =   1.00016380
 HV5233
 HV5233                          SUPERSEDED SURVEY CONTROL
 HV5233
 HV5233  NAD 83(1993)-  38 55 33.94266(N)    077 29 29.45216(W) AD(       ) 2
 HV5233  NAD 83(1986)-  38 55 33.94192(N)    077 29 29.45968(W) AD(       ) 2
 HV5233  NAD 27      -  38 55 33.53810(N)    077 29 30.49900(W) AD(       ) 2
 HV5233
 HV5233.Superseded values are not recommended for survey control.
 HV5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5233.See file dsdata.txt to determine how the superseded data were derived.
 HV5233
 HV5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8401711527(NAD 83)
 HV5233_MARKER: DS = TRIANGULATION STATION DISK
 HV5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5233
 HV5233  HISTORY     - Date     Condition        Report By
 HV5233  HISTORY     - 1958     MONUMENTED       CGS
 HV5233
 HV5233                          STATION DESCRIPTION
 HV5233
 HV5233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5233'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5233'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 3.4 MILES TO
 HV5233'COUNTY ROUTE 639 ON RIGHT (N).  TURN RIGHT ON COUNTY ROUTE
 HV5233'639 AND GO 0.35 MILE TO DRIVEWAY ON LEFT (W).  ENTER DRIVEWAY
 HV5233'AND GO 0.05 MILE TO HOUSE AND END OF TRUCK TRAVEL.  PACK
 HV5233'NW THRU WOODS ABOUT 150 YARDS TO OPEN PASTURE.  CONTINUE
 HV5233'NW ACROSS PASTURE ABOUT 0.15 MILE TO WOODS LINE.  FROM HERE
 HV5233'FOLLOW BLAZED TREES (NW) FOR ABOUT 275 FT TO STATION, 19
 HV5233'FT S AND 8 FT E OF SMALL CREEK.  THE STATION IS 26 FT SW
 HV5233'OF 16-INCH OAK TREE WITH BLAZE, 33 FT NNW OF 18-INCH PINE
 HV5233'TREE WITH BLAZE, 2.1 FT SW OF BOUNDARY R.M. 4, NO. 1.  AND
 HV5233'52.0 FT NE OF BOUNDARY R.M. 4, NO. 2.
 HV5233'
 HV5233'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5233'AP 4, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5233'3 INCHES.  THE STATION IS BETWEEN AND EXACTLY IN RANGE WITH
 HV5233'BOUNDARY R.M. 4, NO. 1 AND BOUNDARY R.M. 4, NO. 2.
 HV5233'
 HV5233'BOUNDARY R.M. 4, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5233'STAMPED 4 NO 1, AND IS BRAZED TO THE TOP OF A 3-INCH CAST
 HV5233'IRON PIPE WHICH PROJECTS 10 INCHES.
 HV5233'
 HV5233'BOUNDARY R.M. 4, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5233'STAMPED 4 NO 2, AND IS SET IN A CYLINDRICAL CONCRETE POST
 HV5233'WHICH PROJECTS 2 INCHES.  IT IS 54.0 FT SW OF BOUNDARY R.M.
 HV5233'4, NO. 1.
 HV5233'
 HV5233'STATION IS 1.3 FT. SW OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5264 ***********************************************************************
 HV5264  DESIGNATION -  CHANT AP 5 1958
 HV5264  PID         -  HV5264
 HV5264  STATE/COUNTY-  VA/LOUDOUN
 HV5264  USGS QUAD   -  HERNDON (1994)
 HV5264
 HV5264                         *CURRENT SURVEY CONTROL
 HV5264  ___________________________________________________________________
 HV5264* NAD 83(1993)-  38 55 43.82586(N)    077 29 29.30859(W)     ADJUSTED  
 HV5264* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 HV5264  ___________________________________________________________________
 HV5264  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 HV5264  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV5264
 HV5264  HORZ ORDER  -  SECOND
 HV5264
 HV5264.The horizontal coordinates were established by classical geodetic methods
 HV5264.and adjusted by the National Geodetic Survey in November 1994..
 HV5264
 HV5264.The orthometric height was scaled from a topographic map.
 HV5264
 HV5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5264
 HV5264.The geoid height was determined by GEOID03.
 HV5264
 HV5264;                    North         East     Units Scale Factor Converg.
 HV5264;SPC VA N     - 2,140,582.075 3,587,447.384   MT  0.99996311   +0 37 46.0
 HV5264;SPC VA N     - 7,022,893.02 11,769,816.96   sFT  0.99996311   +0 37 46.0
 HV5264;UTM  18      - 4,311,831.589   284,028.447   MT  1.00017439   -1 33 58.1
 HV5264
 HV5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5264!SPC VA N     -   0.99998920  x   0.99996311  =   0.99995231
 HV5264!UTM  18      -   0.99998920  x   1.00017439  =   1.00016359
 HV5264
 HV5264                          SUPERSEDED SURVEY CONTROL
 HV5264
 HV5264  NAD 83(1993)-  38 55 43.82662(N)    077 29 29.31319(W) AD(       ) 2
 HV5264  NAD 83(1986)-  38 55 43.82583(N)    077 29 29.32075(W) AD(       ) 2
 HV5264  NAD 27      -  38 55 43.42220(N)    077 29 30.36010(W) AD(       ) 2
 HV5264
 HV5264.Superseded values are not recommended for survey control.
 HV5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5264.See file dsdata.txt to determine how the superseded data were derived.
 HV5264
 HV5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8402811832(NAD 83)
 HV5264_MARKER: X = CHISELED CROSS
 HV5264_SETTING: 0 = UNSPECIFIED SETTING
 HV5264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5264
 HV5264  HISTORY     - Date     Condition        Report By
 HV5264  HISTORY     - 1958     MONUMENTED       CGS
 HV5264  HISTORY     - 1961     GOOD             CGS
 HV5264
 HV5264                          STATION DESCRIPTION
 HV5264
 HV5264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5264'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5264'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 3.4 MILES TO
 HV5264'COUNTY ROUTE 639 ON RIGHT (N).  TURN RIGHT ON COUNTY ROUTE
 HV5264'639 AND GO 0.35 MILE TO DRIVEWAY ON LEFT (W).  ENTER DRIVEWAY
 HV5264'AND GO 0.05 MILE TO HOUSE AND END OF TRUCK TRAVEL.  PACK
 HV5264'NW THRU WOODS ABOUT 150 YARDS TO OPEN PASTURE.  CONTINUE
 HV5264'NW ACROSS PASTURE ABOUT 0.15 MILE TO WOODS LINE.  FROM HERE
 HV5264'FOLLOW BLAZED TREES (NW) FOR ABOUT 275 FT TO STATION CHANT
 HV5264'AP 4 JUST S AND E OF A SMALL CREEK.  CROSS CREEK AND FOLLOW
 HV5264'CLEARED TRAIL N FOR ABOUT 1000 FT TO 18-INCH STUMP AND
 HV5264'STATION.  THE STATION IS 23 FT WNW OF 12-INCH HICKORY TREE WITH
 HV5264'BLAZE, 48 FT SSW OF 16-INCH HICKORY TREE WITH BLAZE, 19 FT
 HV5264'NE OF 12-INCH HICKORY TREE WITH BLAZE, 1.5 FT W OF
 HV5264'BOUNDARY R.M.  5, NO. 1.  29.9 FT N OF BOUNDARY R.M. 5,
 HV5264'NO. 2 AND 6.0 FT E OF BOUNDARY LINE STATION CHANT AP 5A.
 HV5264'
 HV5264'THE STATION IS A CHISELED CROSS IN THE TOP OF A COPPER NAIL
 HV5264'AND WASHER DRIVEN INTO THE W TOP SIDE OF A STUMP OF AN 18-INCH
 HV5264'HICKORY TREE.  THE COPPER WASHER IS STAMPED CHANT AP 5.
 HV5264'
 HV5264'BOUNDARY R.M. 5, NO. 1, IS A CROSS, ETCHED IN THE TOP OF
 HV5264'AN 8-PENNY BOX NAIL DRIVEN INTO A ROOT ON THE E SIDE OF
 HV5264'THE 18-INCH HICKORY TREE STUMP.
 HV5264'
 HV5264'BOUNDARY R.M. 5, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5264'STAMPED 5 NO 2, AND IS BRAZED TO THE TOP OF A 3-INCH CAST
 HV5264'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS 30.1 FT S OF BOUNDARY
 HV5264'R.M. 5, NO. 1.
 HV5264'
 HV5264'BOUNDARY LINE STATION CHANT AP 5A, IS A STANDARD C AND G
 HV5264'SURVEY DISK, STAMPED CHANT AP 5A, AND IS SET IN THE TOP
 HV5264'OF A CYLINDRICAL CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HV5264'IS 30.8 FT NNW OF BOUNDARY R.M. 5, NO. 2.
 HV5264
 HV5264                          STATION RECOVERY (1961)
 HV5264
 HV5264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5264'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5264'THE STATION IS NOW REACHED BY WAY OF THE CHANTILLY CRUSHED
 HV5264'STONE CO. PRIVATE ROAD.  PROCEED 0.67 MILE WEST ON U.S. HWY
 HV5264'50 FROM COUNTY ROUTE 639 TO ENTRANCE TO CHANTILLY CRUSHED
 HV5264'STONE CO.  TURN RIGHT ON MACADAM ROAD AND GO 0.64 MILE N.
 HV5264'TO WEIGH-STATION OF THE QUARRY CO.  PROCEED NORTH ON HAUL-ROAD
 HV5264'JUST WEST OF THE WEIGH-STATION FOR 200 FEET.  PACK 200 FEET
 HV5264'E. ALONG CLEARED TRAIL TO STAMP AND STATION.
 HV5264'
 HV5264'STATION IS ON THE DULLES INTERNATIONAL AIRPORT PROPERTY
 HV5264'ABOUT 130 FEET NORTH OF THE SOUTHERN BOUNDARY.
 HV5264'
 HV5264'CHANT AP 21, 1961 ABOUT 570 FEET WEST IS VISIBLE FROM CHANT
 HV5264'AP 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5263 ***********************************************************************
 HV5263  DESIGNATION -  CHANT AP 5A 1958
 HV5263  PID         -  HV5263
 HV5263  STATE/COUNTY-  VA/LOUDOUN
 HV5263  USGS QUAD   -  HERNDON (1994)
 HV5263
 HV5263                         *CURRENT SURVEY CONTROL
 HV5263  ___________________________________________________________________
 HV5263* NAD 83(1993)-  38 55 43.82654(N)    077 29 29.38435(W)     ADJUSTED  
 HV5263* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 HV5263  ___________________________________________________________________
 HV5263  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 HV5263  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV5263
 HV5263  HORZ ORDER  -  SECOND
 HV5263
 HV5263.The horizontal coordinates were established by classical geodetic methods
 HV5263.and adjusted by the National Geodetic Survey in November 1994..
 HV5263
 HV5263.The orthometric height was scaled from a topographic map.
 HV5263
 HV5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5263
 HV5263.The geoid height was determined by GEOID03.
 HV5263
 HV5263;                    North         East     Units Scale Factor Converg.
 HV5263;SPC VA N     - 2,140,582.076 3,587,445.559   MT  0.99996311   +0 37 45.9
 HV5263;SPC VA N     - 7,022,893.03 11,769,810.97   sFT  0.99996311   +0 37 45.9
 HV5263;UTM  18      - 4,311,831.660   284,026.623   MT  1.00017440   -1 33 58.1
 HV5263
 HV5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5263!SPC VA N     -   0.99998920  x   0.99996311  =   0.99995231
 HV5263!UTM  18      -   0.99998920  x   1.00017440  =   1.00016360
 HV5263
 HV5263                          SUPERSEDED SURVEY CONTROL
 HV5263
 HV5263  NAD 83(1993)-  38 55 43.82731(N)    077 29 29.38895(W) AD(       ) 2
 HV5263  NAD 83(1986)-  38 55 43.82652(N)    077 29 29.39650(W) AD(       ) 2
 HV5263  NAD 27      -  38 55 43.42290(N)    077 29 30.43590(W) AD(       ) 2
 HV5263
 HV5263.Superseded values are not recommended for survey control.
 HV5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5263.See file dsdata.txt to determine how the superseded data were derived.
 HV5263
 HV5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8402711832(NAD 83)
 HV5263_MARKER: DS = TRIANGULATION STATION DISK
 HV5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5263+STABILITY: SURFACE MOTION
 HV5263
 HV5263  HISTORY     - Date     Condition        Report By
 HV5263  HISTORY     - 1958     MONUMENTED       CGS
 HV5263
 HV5263                          STATION DESCRIPTION
 HV5263
 HV5263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5263'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5263'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 3.4 MILES TO
 HV5263'COUNTY ROUTE 639 ON RIGHT (N).  TURN RIGHT ON COUNTY ROUTE
 HV5263'639 AND GO 0.35 MILE TO DRIVEWAY ON LEFT (W).  ENTER DRIVEWAY
 HV5263'AND GO 0.05 MILE TO HOUSE AND END OF TRUCK TRAVEL.  PACK
 HV5263'NW THRU WOODS ABOUT 150 YARDS TO OPEN PASTURE.  CONTINUE
 HV5263'NW ACROSS PASTURE ABOUT 0.15 MILE TO WOODS LINE.  FROM HERE
 HV5263'FOLLOW BLAZED TREES (NW) FOR ABOUT 275 FT TO STATION CHANT
 HV5263'AP 4 JUST S AND E OF SMALL CREEK.  CROSS CREEK AND FOLLOW
 HV5263'CLEARED TRAIL N FOR ABOUT 1000 FT TO 18-INCH STUMP AND
 HV5263'STATION 6 FT TO THE W.  THE STATION IS 29 FT WNW OF 12-INCH
 HV5263'BLAZED HICKORY TREE.  48 FT SSW OF 16-INCH BLAZED HICKORY
 HV5263'TREE.  13 FT NE OF 12-INCH BLAZED HICKORY TREE, 6.0 FT W
 HV5263'OF BOUNDARY CORNER STATION CHANT AP 5.  7.5 FT W OF BOUNDARY
 HV5263'R.M. 5, NO. 1.  AND 30.8 FT NNW OF BOUNDARY R.M. 5, NO.
 HV5263'2.
 HV5263'
 HV5263'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5263'AP 5A, SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5263'3 INCHES.
 HV5263'
 HV5263'BOUNDARY R.M. 5, NO. 1, IS A CROSS, ETCHED IN THE TOP OF
 HV5263'AN 8-PENNY BOX NAIL DRIVEN INTO A ROOT ON THE E SIDE OF
 HV5263'AN 18-INCH HICKORY TREE STUMP.
 HV5263'
 HV5263'BOUNDARY R.M. 5, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5263'STAMPED 5 NO 2, AND IS BRAZED TO THE TOP OF A 3-INCH CAST
 HV5263'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS 30.1 FT S OF BOUNDARY
 HV5263'R.M. 5, NO. 1.
 HV5263'
 HV5263'BOUNDARY CORNER STATION CHANT AP 5, IS A CHISELED CROSS
 HV5263'IN THE TOP OF A COPPER NAIL AND WASHER DRIVEN INTO THE W
 HV5263'TOP SIDE OF AN 18-INCH HICKORY TREE STUMP.  THE COPPER WASHER
 HV5263'IS STAMPED CHANT AP 5.  IT IS 1.5 FT W OF BOUNDARY R.M. 5,
 HV5263'NO. 1, AND 29.9 FT N OF BOUNDARY R.M. 5, NO. 2.
 HV5263'
 HV5263'STATION IS 2, 7 FT. E OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5542 ***********************************************************************
 HV5542  DESIGNATION -  CHANT AP 6A 1958
 HV5542  PID         -  HV5542
 HV5542  STATE/COUNTY-  VA/LOUDOUN
 HV5542  USGS QUAD   -  ARCOLA (1981)
 HV5542
 HV5542                         *CURRENT SURVEY CONTROL
 HV5542  ___________________________________________________________________
 HV5542* NAD 83(1993)-  38 55 44.55571(N)    077 30 55.35259(W)     ADJUSTED  
 HV5542* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 HV5542  ___________________________________________________________________
 HV5542  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 HV5542  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV5542
 HV5542  HORZ ORDER  -  SECOND
 HV5542
 HV5542.The horizontal coordinates were established by classical geodetic methods
 HV5542.and adjusted by the National Geodetic Survey in November 1994..
 HV5542
 HV5542.The orthometric height was scaled from a topographic map.
 HV5542
 HV5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5542
 HV5542.The geoid height was determined by GEOID03.
 HV5542
 HV5542;                    North         East     Units Scale Factor Converg.
 HV5542;SPC VA N     - 2,140,582.082 3,585,374.802   MT  0.99996313   +0 36 52.3
 HV5542;SPC VA N     - 7,022,893.05 11,763,017.16   sFT  0.99996313   +0 36 52.3
 HV5542;UTM  18      - 4,311,911.017   281,956.938   MT  1.00018546   -1 34 52.2
 HV5542
 HV5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5542!SPC VA N     -   0.99998920  x   0.99996313  =   0.99995233
 HV5542!UTM  18      -   0.99998920  x   1.00018546  =   1.00017466
 HV5542
 HV5542                          SUPERSEDED SURVEY CONTROL
 HV5542
 HV5542  NAD 83(1993)-  38 55 44.55623(N)    077 30 55.35836(W) AD(       ) 2
 HV5542  NAD 83(1986)-  38 55 44.55517(N)    077 30 55.36521(W) AD(       ) 2
 HV5542  NAD 27      -  38 55 44.15160(N)    077 30 56.39900(W) AD(       ) 2
 HV5542
 HV5542.Superseded values are not recommended for survey control.
 HV5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5542.See file dsdata.txt to determine how the superseded data were derived.
 HV5542
 HV5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8195711911(NAD 83)
 HV5542_MARKER: DS = TRIANGULATION STATION DISK
 HV5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5542+STABILITY: SURFACE MOTION
 HV5542
 HV5542  HISTORY     - Date     Condition        Report By
 HV5542  HISTORY     - 1958     MONUMENTED       CGS
 HV5542  HISTORY     - 1961     GOOD             CGS
 HV5542
 HV5542                          STATION DESCRIPTION
 HV5542
 HV5542'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5542'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5542'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 4.8 MILES TO COUNTY
 HV5542'ROUTE 621 ON RIGHT (NNW).  CONTINUE ON U.S. HWY 50 FOR 0.35
 HV5542'MILE TO STATION ON RIGHT (N) IN OPEN FIELD.  THE STATION IS ABOUT
 HV5542'375 FT N OF U.S. HWY 50, 141 FT NNW OF NW CORNER OF BARN,
 HV5542'49 FT W OF A FENCE CORNER, 28.9 FT ESE OF BOUNDARY R.M. 6A, NO.
 HV5542'1.  AND 59.4 FT WNW OF BOUNDARY R.M. 6A, NO. 2 (ALONG A FENCE
 HV5542'LINE).
 HV5542'
 HV5542'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5542'AP 6A, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5542'2 INCHES.  THE STATION IS BETWEEN AND EXACTLY IN RANGE WITH
 HV5542'BOUNDARY R.M. 6A, NO. 1 AND BOUNDARY R.M. 6A, NO. 2.
 HV5542'
 HV5542'BOUNDARY R.M. 6A, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5542'STAMPED 6A NO 1, AND IS SET IN A SQUARE CONCRETE POST WHICH
 HV5542'PROJECTS 3 INCHES.  THE ARROW POINTS W TOWARDS THE IMAGINARY
 HV5542'POINT WHERE THE PROJECTED E-W AND N-S BOUNDARY LINES WOULD
 HV5542'INTERSECT.
 HV5542'
 HV5542'BOUNDARY R.M. 6A, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5542'STAMPED 6A NO 2, SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5542'PROJECTS 2 INCHES.  IT IS 88.2 FT ESE OF BOUNDARY R.M. 6A, NO. 1.
 HV5542'
 HV5542'TRIANGULATION STATION CABIN 1958 IS VISIBLE FROM THE GROUND AT
 HV5542'STATION CHANT AP 6A.
 HV5542'
 HV5542'STATION IS 1.4 FT. W OF AN IRON WITNESS POST.
 HV5542
 HV5542                          STATION RECOVERY (1961)
 HV5542
 HV5542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5542'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5542'
 HV5542'STATION IS ON THE SOUTHERN BOUNDARY LINE OF THE DULLES INTERNATIONAL
 HV5542'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5543 ***********************************************************************
 HV5543  DESIGNATION -  CHANT AP 6B 1958
 HV5543  PID         -  HV5543
 HV5543  STATE/COUNTY-  VA/LOUDOUN
 HV5543  USGS QUAD   -  ARCOLA (1981)
 HV5543
 HV5543                         *CURRENT SURVEY CONTROL
 HV5543  ___________________________________________________________________
 HV5543* NAD 83(1993)-  38 55 49.59538(N)    077 31 10.47514(W)     ADJUSTED  
 HV5543* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 HV5543  ___________________________________________________________________
 HV5543  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 HV5543  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV5543
 HV5543  HORZ ORDER  -  SECOND
 HV5543
 HV5543.The horizontal coordinates were established by classical geodetic methods
 HV5543.and adjusted by the National Geodetic Survey in November 1994..
 HV5543
 HV5543.The orthometric height was scaled from a topographic map.
 HV5543
 HV5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5543
 HV5543.The geoid height was determined by GEOID03.
 HV5543
 HV5543;                    North         East     Units Scale Factor Converg.
 HV5543;SPC VA N     - 2,140,733.578 3,585,008.921   MT  0.99996326   +0 36 42.8
 HV5543;SPC VA N     - 7,023,390.08 11,761,816.77   sFT  0.99996326   +0 36 42.8
 HV5543;UTM  18      - 4,312,076.458   281,597.050   MT  1.00018740   -1 35 01.9
 HV5543
 HV5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5543!SPC VA N     -   0.99998921  x   0.99996326  =   0.99995247
 HV5543!UTM  18      -   0.99998921  x   1.00018740  =   1.00017660
 HV5543
 HV5543                          SUPERSEDED SURVEY CONTROL
 HV5543
 HV5543  NAD 83(1993)-  38 55 49.59593(N)    077 31 10.48090(W) AD(       ) 2
 HV5543  NAD 83(1986)-  38 55 49.59489(N)    077 31 10.48776(W) AD(       ) 2
 HV5543  NAD 27      -  38 55 49.19160(N)    077 31 11.52150(W) AD(       ) 2
 HV5543
 HV5543.Superseded values are not recommended for survey control.
 HV5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5543.See file dsdata.txt to determine how the superseded data were derived.
 HV5543
 HV5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8159712076(NAD 83)
 HV5543_MARKER: DS = TRIANGULATION STATION DISK
 HV5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5543+STABILITY: SURFACE MOTION
 HV5543
 HV5543  HISTORY     - Date     Condition        Report By
 HV5543  HISTORY     - 1958     MONUMENTED       CGS
 HV5543
 HV5543                          STATION DESCRIPTION
 HV5543
 HV5543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5543'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5543'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 4.8 MILES TO COUNTY
 HV5543'ROUTE 621 ON RIGHT (NNW).  CONTINUE ON HWY 50 FOR 0.55 MILE TO
 HV5543'DRIVEWAY OF MR. EDD POLAND ON RIGHT (N).  TURN RIGHT AND FOLLOW
 HV5543'DRIVEWAY TO GATE IN FARMYARD.  PASS THRU GATE AND FOLLOW FIELD
 HV5543'ROAD (N) FOR ABOUT 50 YARDS TO STATION ALONG W EDGE OF FIELD
 HV5543'ROAD.  THE STATION IS 65.6 FT N OF NE CORNER OF BARN, 30.6
 HV5543'FT SSW OF GATE POST, 12.0 FT W OF N-S FENCE LINE, 62.6 FT
 HV5543'(SLOPE DISTANCE) SE OF BOUNDARY R.M. 6B, NO. 1.  AND 44.0 FT
 HV5543'SSW OF BOUNDARY R.M. 6B, NO. 2.
 HV5543'
 HV5543'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5543'6B, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5543'2 INCHES.
 HV5543'
 HV5543'BOUNDARY R.M. 6B, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5543'STAMPED 6B NO 1, AND IS SET IN A SQUARE CONCRETE POST WHICH
 HV5543'PROJECTS 2 INCHES.
 HV5543'
 HV5543'BOUNDARY R.M. 6B, NO. 2, IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5543'6B NO 2, AND IS SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5543'2 INCHES.  IT IS 62.9 FT (SLOPE DISTANCE) E OF BOUNDARY R.M. 6B,
 HV5543'NO. 1.
 HV5543'
 HV5543'TRIANGULATION STATION CABIN 1958 IS VISIBLE FROM THE GROUND
 HV5543'AT STATION CHANT 6B BY USING A 10-FT SIGNAL.
 HV5543'
 HV5543'STATION IS 2.6 FT. N OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5544 ***********************************************************************
 HV5544  DESIGNATION -  CHANT AP 7 1958
 HV5544  PID         -  HV5544
 HV5544  STATE/COUNTY-  VA/LOUDOUN
 HV5544  USGS QUAD   -  ARCOLA (1981)
 HV5544
 HV5544                         *CURRENT SURVEY CONTROL
 HV5544  ___________________________________________________________________
 HV5544* NAD 83(1993)-  38 56 24.21810(N)    077 31 10.00157(W)     ADJUSTED  
 HV5544* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 HV5544  ___________________________________________________________________
 HV5544  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 HV5544  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV5544
 HV5544  HORZ ORDER  -  SECOND
 HV5544
 HV5544.The horizontal coordinates were established by classical geodetic methods
 HV5544.and adjusted by the National Geodetic Survey in November 1994..
 HV5544
 HV5544.The orthometric height was scaled from a topographic map.
 HV5544
 HV5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5544
 HV5544.The geoid height was determined by GEOID03.
 HV5544
 HV5544;                    North         East     Units Scale Factor Converg.
 HV5544;SPC VA N     - 2,141,801.272 3,585,008.923   MT  0.99996419   +0 36 43.1
 HV5544;SPC VA N     - 7,026,893.01 11,761,816.77   sFT  0.99996419   +0 36 43.1
 HV5544;UTM  18      - 4,313,143.605   281,637.972   MT  1.00018718   -1 35 02.8
 HV5544
 HV5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5544!SPC VA N     -   0.99998999  x   0.99996419  =   0.99995418
 HV5544!UTM  18      -   0.99998999  x   1.00018718  =   1.00017717
 HV5544
 HV5544                          SUPERSEDED SURVEY CONTROL
 HV5544
 HV5544  NAD 83(1993)-  38 56 24.21865(N)    077 31 10.00718(W) AD(       ) 2
 HV5544  NAD 83(1986)-  38 56 24.21761(N)    077 31 10.01409(W) AD(       ) 2
 HV5544  NAD 27      -  38 56 23.81490(N)    077 31 11.04820(W) AD(       ) 2
 HV5544
 HV5544.Superseded values are not recommended for survey control.
 HV5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5544.See file dsdata.txt to determine how the superseded data were derived.
 HV5544
 HV5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8163813144(NAD 83)
 HV5544_MARKER: DS = TRIANGULATION STATION DISK
 HV5544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5544+STABILITY: SURFACE MOTION
 HV5544
 HV5544  HISTORY     - Date     Condition        Report By
 HV5544  HISTORY     - 1958     MONUMENTED       CGS
 HV5544  HISTORY     - 1961     GOOD             CGS
 HV5544  HISTORY     - 19890316 GOOD             LOCSUR
 HV5544
 HV5544                          STATION DESCRIPTION
 HV5544
 HV5544'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5544'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE 657
 HV5544'IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 4.8 MILES TO COUNTY
 HV5544'ROUTE 621 ON RIGHT (NNW).  TURN RIGHT ON COUNTY ROUTE 621
 HV5544'AND GO 1.1 MILES TO A DRIVEWAY ON LEFT.  TURN LEFT (W) AND
 HV5544'FOLLOW DRIVEWAY (PASSING BETWEEN HOUSE AND ABANDONED BUS)
 HV5544'FOR 0.05 MILE TO A BOARD GATE.  PACK WNW ABOUT 300 FT TO STATION
 HV5544'4.7 FT W OF FENCE LINE ALONG EDGE OF WOODS, 30 FT NNW OF
 HV5544'12-INCH OAK TREE WITH TRIANGULAR BLAZE, 20 FT E OF 5-INCH OAK
 HV5544'TREE WITH DOUBLE BLAZE, 61.5 FT NNE OF BOUNDARY R.M. 7,
 HV5544'NO. 1.  AND 32.5 FT E OF BOUNDARY R.M. 7, NO. 2.
 HV5544'
 HV5544'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5544'AP 7, SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 4 INCHES.
 HV5544'
 HV5544'BOUNDARY R.M. 7, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5544'STAMPED 7 NO 1, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5544'2 INCHES.  THE ARROW POINTS TOWARDS TRIANGULATION STATION
 HV5544'CABIN 1958, OR 180 DEGREES AWAY FROM STATION CHANT AP 7.
 HV5544'
 HV5544'BOUNDARY R.M. 7, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5544'STAMPED 7 NO 2, SET IN A CYLINDRICAL CONCRETE POST, AND PROJECTS
 HV5544'3 INCHES.  IT IS 46.8 FT NNW OF BOUNDARY R.M. 7, NO. 1
 HV5544'
 HV5544'TRIANGULATION STATION CABIN 1958 IS VISIBLE FROM THE GROUND
 HV5544'AT STATION CHANT AP 7.
 HV5544'
 HV5544'STATION IS 2.5 FT. E OF AN IRON WITNESS POST.
 HV5544
 HV5544                          STATION RECOVERY (1961)
 HV5544
 HV5544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5544'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV5544'
 HV5544'STATION IS AN ANGLE POINT ALONG THE WEST BOUNDARY OF THE DULLES
 HV5544'INTERNATIONAL AIRPORT.
 HV5544
 HV5544                          STATION RECOVERY (1989)
 HV5544
 HV5544'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5234 ***********************************************************************
 HV5234  DESIGNATION -  CHANT AP 7A 1958
 HV5234  PID         -  HV5234
 HV5234  STATE/COUNTY-  VA/LOUDOUN
 HV5234  USGS QUAD   -  HERNDON (1994)
 HV5234
 HV5234                         *CURRENT SURVEY CONTROL
 HV5234  ___________________________________________________________________
 HV5234* NAD 83(1993)-  38 56 23.39003(N)    077 29 32.14769(W)     ADJUSTED  
 HV5234* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 HV5234  ___________________________________________________________________
 HV5234  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 HV5234  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV5234
 HV5234  HORZ ORDER  -  SECOND
 HV5234
 HV5234.The horizontal coordinates were established by classical geodetic methods
 HV5234.and adjusted by the National Geodetic Survey in November 1994..
 HV5234
 HV5234.The orthometric height was scaled from a topographic map.
 HV5234
 HV5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5234
 HV5234.The geoid height was determined by GEOID03.
 HV5234
 HV5234;                    North         East     Units Scale Factor Converg.
 HV5234;SPC VA N     - 2,141,801.257 3,587,365.614   MT  0.99996417   +0 37 44.2
 HV5234;SPC VA N     - 7,026,892.96 11,769,548.69   sFT  0.99996417   +0 37 44.2
 HV5234;UTM  18      - 4,313,053.267   283,993.441   MT  1.00017458   -1 34 01.2
 HV5234
 HV5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5234!SPC VA N     -   0.99998889  x   0.99996417  =   0.99995306
 HV5234!UTM  18      -   0.99998889  x   1.00017458  =   1.00016346
 HV5234
 HV5234                          SUPERSEDED SURVEY CONTROL
 HV5234
 HV5234  NAD 83(1993)-  38 56 23.39041(N)    077 29 32.15167(W) AD(       ) 2
 HV5234  NAD 83(1986)-  38 56 23.38957(N)    077 29 32.15942(W) AD(       ) 2
 HV5234  NAD 27      -  38 56 22.98770(N)    077 29 33.19950(W) AD(       ) 2
 HV5234
 HV5234.Superseded values are not recommended for survey control.
 HV5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5234.See file dsdata.txt to determine how the superseded data were derived.
 HV5234
 HV5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8399313053(NAD 83)
 HV5234_MARKER: DS = TRIANGULATION STATION DISK
 HV5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5234+STABILITY: SURFACE MOTION
 HV5234
 HV5234  HISTORY     - Date     Condition        Report By
 HV5234  HISTORY     - 1958     MONUMENTED       CGS
 HV5234  HISTORY     - 1961     GOOD             CGS
 HV5234  HISTORY     - 19890315 GOOD             LOCSUR
 HV5234
 HV5234                          STATION DESCRIPTION
 HV5234
 HV5234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5234'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5234'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 3.45 MILES TO
 HV5234'JUNCTION OF COUNTY ROUTE 639.  TURN RIGHT (N) AND GO FOR
 HV5234'1.5 MILES TO COUNTY ROUTE 608 ON RIGHT (E).  CONTINUE N
 HV5234'ON COUNTY ROUTE 639 ABOUT 100 FT TO A WIRE GATE ON LEFT
 HV5234'(W), AND END OF TRUCK TRAVEL.  PROCEED THRU GATE AND GO
 HV5234'WNW ACROSS OPEN FIELDS FOR ABOUT 0.35 MILE TO THE NW CORNER
 HV5234'OF FIELD AND TRIANGULATION STATION CRAMER 1958, ABOUT 20.0
 HV5234'FT S OF WIRE FENCE ALONG EDGE OF WOODS.  STATION CHANT AP
 HV5234'7A IS 158.6 FT NNE OF TRIANGULATION STATION CRAMER, 24.0
 HV5234'FT WNW OF 12-INCH OAK WITH DOUBLE BLAZE, 14.5 FT S OF
 HV5234'8-INCH OAK WITH DOUBLE BLAZE, 60.7 FT NNE OF BOUNDARY R.M.
 HV5234'7A, AND 134.2 FT (SLOPE DISTANCE) N OF CRAMER R.M. NO. 1,
 HV5234'1958, WHICH IS ALONG AN E-W WIRE FENCE LINE.
 HV5234'
 HV5234'THE STATION IS A STANDARD C AND G SURVEY DISK STAMPED CHANT
 HV5234'AP 7A, AND IS SET IN A CYLINDRICAL CONCRETE MONUMENT WHICH
 HV5234'PROJECTS 4 INCHES.
 HV5234'
 HV5234'BOUNDARY R.M. 7A IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5234'7A, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS
 HV5234'8 INCHES.  IT IS 76.2 FT NNW OF CRAMER R.M. NO. 1, 1958.
 HV5234'
 HV5234'TRIANGULATION STATION CRAMER 1958 IS VISIBLE FROM THE GROUND
 HV5234'AT STATION CHANT AP 7A.
 HV5234'
 HV5234'STATION IS 2.7 FT. W OF AN IRON WITNESS POST.
 HV5234
 HV5234                          STATION RECOVERY (1961)
 HV5234
 HV5234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5234'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5234'IT IS NOW MORE EASILY REACHED FROM THE RUNWAY END OF RUNWAY
 HV5234'11 L OF THE DULLES INTERNATIONAL AIRPORT.
 HV5234'
 HV5234'STATION IS 1528 FEET (COMPUTED) SSW FROM STATION DULLES
 HV5234'11 L IN THE RUNWAY END.
 HV5234'
 HV5234'STATION IS ON LINE WITH THE RUNWAY END ON THE NORTH EDGE
 HV5234'OF WOOD.
 HV5234'
 HV5234'THE 8-INCH OAK WITH DOUBLE BLAZE HAS BEEN CUT DOWN.
 HV5234
 HV5234                          STATION RECOVERY (1989)
 HV5234
 HV5234'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5235 ***********************************************************************
 HV5235  DESIGNATION -  CHANT AP 8
 HV5235  PID         -  HV5235
 HV5235  STATE/COUNTY-  VA/LOUDOUN
 HV5235  USGS QUAD   -  HERNDON (1994)
 HV5235
 HV5235                         *CURRENT SURVEY CONTROL
 HV5235  ___________________________________________________________________
 HV5235* NAD 83(1993)-  38 56 22.59440(N)    077 28 00.47940(W)     ADJUSTED  
 HV5235* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 HV5235  ___________________________________________________________________
 HV5235  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 HV5235  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV5235
 HV5235  HORZ ORDER  -  SECOND
 HV5235
 HV5235.The horizontal coordinates were established by classical geodetic methods
 HV5235.and adjusted by the National Geodetic Survey in November 1994..
 HV5235
 HV5235.The orthometric height was scaled from a topographic map.
 HV5235
 HV5235.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5235
 HV5235.The geoid height was determined by GEOID03.
 HV5235
 HV5235;                    North         East     Units Scale Factor Converg.
 HV5235;SPC VA N     - 2,141,801.264 3,589,573.345   MT  0.99996415   +0 38 41.4
 HV5235;SPC VA N     - 7,026,892.98 11,776,791.88   sFT  0.99996415   +0 38 41.4
 HV5235;UTM  18      - 4,312,968.664   286,200.003   MT  1.00016290   -1 33 03.5
 HV5235
 HV5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5235!SPC VA N     -   0.99999108  x   0.99996415  =   0.99995523
 HV5235!UTM  18      -   0.99999108  x   1.00016290  =   1.00015397
 HV5235
 HV5235                          SUPERSEDED SURVEY CONTROL
 HV5235
 HV5235  NAD 83(1993)-  38 56 22.59452(N)    077 28 00.48421(W) AD(       ) 2
 HV5235  NAD 83(1986)-  38 56 22.59382(N)    077 28 00.49211(W) AD(       ) 2
 HV5235  NAD 27      -  38 56 22.19210(N)    077 28 01.53240(W) AD(       ) 2
 HV5235
 HV5235.Superseded values are not recommended for survey control.
 HV5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5235.See file dsdata.txt to determine how the superseded data were derived.
 HV5235
 HV5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8620012969(NAD 83)
 HV5235_MARKER: DS = TRIANGULATION STATION DISK
 HV5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5235+STABILITY: SURFACE MOTION
 HV5235
 HV5235  HISTORY     - Date     Condition        Report By
 HV5235  HISTORY     - 1958     MONUMENTED       CGS
 HV5235
 HV5235                          STATION DESCRIPTION
 HV5235
 HV5235'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5235'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5235'657 IN CHANTILLY, GO NW ON HWY 50 FOR 1.7 MILES TO JUNCTION
 HV5235'OF COUNTY ROUTE 607.  TURN RIGHT (N) ON ROUTE 607 AND GO
 HV5235'2.6 MILES TO CROSSROADS.  TURN LEFT (W) AND PROCEED ON GRAVEL
 HV5235'ROAD FOR 0.8 MILE TO A SIDE ROAD ON LEFT (S).  CONTINUE
 HV5235'W ON GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT (S)
 HV5235'IN WOODED AREA.
 HV5235'
 HV5235'THE STATION IS 216.0 FT S OF THE CENTERLINE OF GRAVEL ROAD,
 HV5235'28.0 FT NE OF 12-INCH HICKORY TREE WITH DOUBLE BLAZE, 25.0
 HV5235'FT S OF 14-INCH WHITE OAK TREE WITH DOUBLE BLAZE, 7.0 FT
 HV5235'SW OF 9-INCH HICKORY TREE, 60.3 FT NE OF BOUNDARY R.M. 8,
 HV5235'NO. 1, AND 43.5 FT WNW OF BOUNDARY R.M. 8, NO. 2.  THE STATION
 HV5235'IS A STANDARD C AND G SURVEY DISK STAMPED CHANT AP 8, SET
 HV5235'IN A CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 HV5235'
 HV5235'BOUNDARY R.M. 8, NO. 1, IS A STANDARD REFERENCE MARK DISK
 HV5235'STAMPED 8 NO 1, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5235'2 INCHES.
 HV5235'
 HV5235'BOUNDARY R.M. 8, NO. 2, IS A STANDARD REFERENCE MARK DISK
 HV5235'STAMPED 8 NO 2, SET IN A CYLINDRICAL CONCRETE MONUMENT WHICH
 HV5235'PROJECTS 4 INCHES.  IT IS 71.3 FT ENE OF BOUNDARY R.M. 8,
 HV5235'NO. 1.
 HV5235'
 HV5235'TRIANGULATION STATION WILLARD 1943 IS VISIBLE AT STATION
 HV5235'CHANT AP 8 WITH AN 8 FT SIGNAL AT STATION WILLARD.
 HV5235'
 HV5235'STATION IS 2.5 FT. S OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5236 ***********************************************************************
 HV5236  DESIGNATION -  CHANT AP 8A 1958
 HV5236  PID         -  HV5236
 HV5236  STATE/COUNTY-  VA/LOUDOUN
 HV5236  USGS QUAD   -  HERNDON (1994)
 HV5236
 HV5236                         *CURRENT SURVEY CONTROL
 HV5236  ___________________________________________________________________
 HV5236* NAD 83(1993)-  38 57 58.73993(N)    077 27 59.09378(W)     ADJUSTED  
 HV5236* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 HV5236  ___________________________________________________________________
 HV5236  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 HV5236  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV5236
 HV5236  HORZ ORDER  -  SECOND
 HV5236
 HV5236.The horizontal coordinates were established by classical geodetic methods
 HV5236.and adjusted by the National Geodetic Survey in November 1994..
 HV5236
 HV5236.The orthometric height was scaled from a topographic map.
 HV5236
 HV5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5236
 HV5236.The geoid height was determined by GEOID03.
 HV5236
 HV5236;                    North         East     Units Scale Factor Converg.
 HV5236;SPC VA N     - 2,144,766.226 3,589,573.333   MT  0.99996687   +0 38 42.3
 HV5236;SPC VA N     - 7,036,620.53 11,776,791.84   sFT  0.99996687   +0 38 42.3
 HV5236;UTM  18      - 4,315,932.033   286,313.638   MT  1.00016229   -1 33 05.8
 HV5236
 HV5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5236!SPC VA N     -   0.99999280  x   0.99996687  =   0.99995968
 HV5236!UTM  18      -   0.99999280  x   1.00016229  =   1.00015509
 HV5236
 HV5236                          SUPERSEDED SURVEY CONTROL
 HV5236
 HV5236  NAD 83(1993)-  38 57 58.74038(N)    077 27 59.09804(W) AD(       ) 2
 HV5236  NAD 83(1986)-  38 57 58.73960(N)    077 27 59.10641(W) AD(       ) 2
 HV5236  NAD 27      -  38 57 58.33990(N)    077 28 00.14670(W) AD(       ) 2
 HV5236
 HV5236.Superseded values are not recommended for survey control.
 HV5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5236.See file dsdata.txt to determine how the superseded data were derived.
 HV5236
 HV5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8631415932(NAD 83)
 HV5236_MARKER: DS = TRIANGULATION STATION DISK
 HV5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5236+STABILITY: SURFACE MOTION
 HV5236
 HV5236  HISTORY     - Date     Condition        Report By
 HV5236  HISTORY     - 1958     MONUMENTED       CGS
 HV5236  HISTORY     - 1961     GOOD             CGS
 HV5236
 HV5236                          STATION DESCRIPTION
 HV5236
 HV5236'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5236'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5236'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 1.7 MILES TO
 HV5236'JUNCTION OF COUNTY ROUTE 607.  TURN RIGHT (N) ON COUNTY
 HV5236'ROUTE 607 AND GO 2.6 MILES TO CROSSROADS.  CONTINUE N ON
 HV5236'COUNTY ROUTE 607 FOR 1.7 MILES TO JUNCTION OF COUNTY ROUTE
 HV5236'614.  TURN LEFT (W) ON COUNTY ROUTE 614 AND GO 1.0 MILE
 HV5236'(ABOUT 100.0 FT W OF BRIDGE) TO STATION ON LEFT IN MEADOW
 HV5236'LAND, 2.0 FT S OF E-W FENCE LINE.  THE STATION IS 92.7 FT
 HV5236'NW OF POWER LINE POLE (AT EDGE OF WOODS), 86.4 FT W OF A
 HV5236'FENCE CORNER, 19.0 FT S OF CENTER LINE OF COUNTY ROUTE 614,
 HV5236'41.2 FT E OF BOUNDARY R.M. 8A, NO. 1.  AND 40.2 FT N OF
 HV5236'BOUNDARY R.M. 8A, NO. 2.
 HV5236'
 HV5236'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5236'AP 8A, SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5236'2 INCHES.
 HV5236'
 HV5236'BOUNDARY R.M. 8A, NO. 1, IS A STANDARD REFERENCE MARK DISK,
 HV5236'STAMPED 8A NO 1, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV5236'2 INCHES.  THE ARROW POINTS TOWARDS TRIANGULATION STATION
 HV5236'STALLION 1958, OR 180 DEGREES AWAY FROM STATION CHANT AP
 HV5236'8A.
 HV5236'
 HV5236'BOUNDARY R.M. 8A, NO. 2, IS A STANDARD REFERENCE MARK DISK,
 HV5236'STAMPED 8A NO 2, SET IN A CYLINDRICAL CONCRETE POST WHICH
 HV5236'PROJECTS 3 INCHES.  IT IS 54.1 FT SE OF BOUNDARY R.M. 8A,
 HV5236'NO. 1.
 HV5236'
 HV5236'TRIANGULATION STATION STALLION 1958 IS VISIBLE FROM THE
 HV5236'GROUND AT STATION CHANT AP 8A.
 HV5236'
 HV5236'STATION IS 2.0 FT. E OF AN IRON WITNESS POST.
 HV5236
 HV5236                          STATION RECOVERY (1961)
 HV5236
 HV5236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5236'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 HV5236'IT IS BEST REACHED FROM THE DULLES INTERNATIONAL AIRPORT
 HV5236'RUNWAY 18 R.  FROM THE NORTH END OF RUNWAY 18 R (DULLES
 HV5236'18 R, 1958) GO SOUTH 1595 FEET ALONG THE WEST EDGE OF THE
 HV5236'RUNWAY, THEN TURN RIGHT (WEST) AND GO 1100 FEET TO LARGE
 HV5236'DITCH, CROSS DITCH AND GO WEST 100 FEET TO EASTERN END OF
 HV5236'ROUTE 614 AT AIRPORT BOUNDARY AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5237 ***********************************************************************
 HV5237  DESIGNATION -  CHANT AP 9 1958
 HV5237  PID         -  HV5237
 HV5237  STATE/COUNTY-  VA/LOUDOUN
 HV5237  USGS QUAD   -  HERNDON (1994)
 HV5237
 HV5237                         *CURRENT SURVEY CONTROL
 HV5237  ___________________________________________________________________
 HV5237* NAD 83(1993)-  38 59 38.54077(N)    077 27 57.65672(W)     ADJUSTED  
 HV5237* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 HV5237  ___________________________________________________________________
 HV5237  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HV5237  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV5237
 HV5237  HORZ ORDER  -  SECOND
 HV5237
 HV5237.The horizontal coordinates were established by classical geodetic methods
 HV5237.and adjusted by the National Geodetic Survey in November 1994..
 HV5237
 HV5237.The orthometric height was scaled from a topographic map.
 HV5237
 HV5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5237
 HV5237.The geoid height was determined by GEOID03.
 HV5237
 HV5237;                    North         East     Units Scale Factor Converg.
 HV5237;SPC VA N     - 2,147,843.934 3,589,573.265   MT  0.99996993   +0 38 43.2
 HV5237;SPC VA N     - 7,046,717.97 11,776,791.62   sFT  0.99996993   +0 38 43.2
 HV5237;UTM  18      - 4,319,008.077   286,431.587   MT  1.00016167   -1 33 08.3
 HV5237
 HV5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5237!SPC VA N     -   0.99999171  x   0.99996993  =   0.99996164
 HV5237!UTM  18      -   0.99999171  x   1.00016167  =   1.00015338
 HV5237
 HV5237                          SUPERSEDED SURVEY CONTROL
 HV5237
 HV5237  NAD 83(1993)-  38 59 38.54143(N)    077 27 57.66011(W) AD(       ) 2
 HV5237  NAD 83(1986)-  38 59 38.54055(N)    077 27 57.66905(W) AD(       ) 2
 HV5237  NAD 27      -  38 59 38.14260(N)    077 27 58.70740(W) AD(       ) 2
 HV5237
 HV5237.Superseded values are not recommended for survey control.
 HV5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5237.See file dsdata.txt to determine how the superseded data were derived.
 HV5237
 HV5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8643219008(NAD 83)
 HV5237_MARKER: DS = TRIANGULATION STATION DISK
 HV5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5237+STABILITY: SURFACE MOTION
 HV5237
 HV5237  HISTORY     - Date     Condition        Report By
 HV5237  HISTORY     - 1958     MONUMENTED       CGS
 HV5237
 HV5237                          STATION DESCRIPTION
 HV5237
 HV5237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CH)
 HV5237'TO REACH FROM THE JUNCTION OF U.S. HWY 50 AND COUNTY ROUTE
 HV5237'657 IN CHANTILLY, GO NW ON U.S. HWY 50 FOR 1.7 MILES TO
 HV5237'THE JUNCTION OF COUNTY ROUTE 607.  TURN RIGHT (N) ON COUNTY
 HV5237'ROUTE 607 AND GO 2.6 MILES TO CROSSROADS.  CONTINUE N ON
 HV5237'COUNTY ROUTE 607 FOR 3.0 MILES TO ROAD FORK, TAKE LEFT FORK
 HV5237'(NW) AND GO 0.9 MILE TO CROSSROADS.  TURN LEFT (W) AND GO
 HV5237'0.4 MILE TO FARM HOUSE ON LEFT.  PACK NNW ABOUT 0.2 MILE
 HV5237'TO TRIANGULATION STATION WOOD 1958 ON THE SUMMIT OF A LOW
 HV5237'GRASSY KNOLL.  CONTINUE NNW DOWNHILL ACROSS FIELD TO STATION
 HV5237'ABOUT 300 FT S OF 90-DEGREE BEND IN BROAD RUN CREEK.  THE
 HV5237'STATION IS 161 FT W OF FIELD DRAINAGE DITCH, 53 FT NNE OF
 HV5237'LONE 6-INCH SYCAMORE TREE, 60.2 FT SE OF BOUNDARY R.M. 9,
 HV5237'AND 141.7 FT E OF LOW R.M. NO. 1, 1958.
 HV5237'
 HV5237'THE STATION IS A STANDARD C AND G SURVEY DISK, STAMPED CHANT
 HV5237'AP 9, SET IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 HV5237'4 INCHES.
 HV5237'
 HV5237'BOUNDARY R.M. 9 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HV5237'9, AND IS BRAZED TO THE TOP OF A 3-INCH IRON PIPE WHICH
 HV5237'PROJECTS 5 INCHES.  IT IS 82.5 FT E OF LOW R.M. NO. 1, 1958.
 HV5237'
 HV5237'TRIANGULATION STATIONS LOW 1958 AND WOOD 1958 ARE VISIBLE
 HV5237'FROM THE GROUND AT STATION CHANT AP 9.
 HV5237'
 HV5237'STATION IS 2.7 FT. NE OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8370 ***********************************************************************
 HV8370  DESIGNATION -  CHANT AZ MK
 HV8370  PID         -  HV8370
 HV8370  STATE/COUNTY-  VA/FAIRFAX
 HV8370  USGS QUAD   -  HERNDON (1994)
 HV8370
 HV8370                         *CURRENT SURVEY CONTROL
 HV8370  ___________________________________________________________________
 HV8370* NAD 83(1993)-  38 53 52.52448(N)    077 25 41.61693(W)     ADJUSTED  
 HV8370* NAVD 88     -       101.7    (meters)     334.     (feet)  VERTCON   
 HV8370  ___________________________________________________________________
 HV8370  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 HV8370  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8370
 HV8370  HORZ ORDER  -  SECOND
 HV8370
 HV8370.The horizontal coordinates were established by classical geodetic methods
 HV8370.and adjusted by the National Geodetic Survey in November 1994..
 HV8370
 HV8370.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8370
 HV8370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8370
 HV8370.The geoid height was determined by GEOID03.
 HV8370
 HV8370;                    North         East     Units Scale Factor Converg.
 HV8370;SPC VA N     - 2,137,212.356 3,592,971.301   MT  0.99996033   +0 40 08.1
 HV8370;SPC VA N     - 7,011,837.54 11,787,940.01   sFT  0.99996033   +0 40 08.1
 HV8370;UTM  18      - 4,308,252.072   289,420.324   MT  1.00014607   -1 31 31.2
 HV8370
 HV8370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8370!SPC VA N     -   0.99998903  x   0.99996033  =   0.99994936
 HV8370!UTM  18      -   0.99998903  x   1.00014607  =   1.00013510
 HV8370
 HV8370                          SUPERSEDED SURVEY CONTROL
 HV8370
 HV8370  NAD 83(1993)-  38 53 52.52420(N)    077 25 41.62212(W) AD(       ) 2
 HV8370  NAD 83(1986)-  38 53 52.52385(N)    077 25 41.62975(W) AD(       ) 2
 HV8370  NGVD 29 (01/12/90)  101.9    (m)          334.     (f) VERT ANG       
 HV8370
 HV8370.Superseded values are not recommended for survey control.
 HV8370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8370.See file dsdata.txt to determine how the superseded data were derived.
 HV8370
 HV8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8942008252(NAD 83)
 HV8370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV8370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV8370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8370+STABILITY: SURFACE MOTION
 HV8370
 HV8370  HISTORY     - Date     Condition        Report By
 HV8370  HISTORY     - 1958     MONUMENTED       CGS
 HV8370  HISTORY     - 1975     GOOD             VA-059
 HV8370
 HV8370                          STATION DESCRIPTION
 HV8370
 HV8370'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8370'THE AZ MK WAS FOUND IN GOOD CONDITION, SEE FAIRFAX COUNTY TAX MAP
 HV8370'34-4, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5239 ***********************************************************************
 HV5239  DESIGNATION -  CHANTILLY
 HV5239  PID         -  HV5239
 HV5239  STATE/COUNTY-  VA/LOUDOUN
 HV5239  USGS QUAD   -  HERNDON (1994)
 HV5239
 HV5239                         *CURRENT SURVEY CONTROL
 HV5239  ___________________________________________________________________
 HV5239* NAD 83(1993)-  38 54 02.98974(N)    077 29 01.61498(W)     ADJUSTED  
 HV5239* NAVD 88     -       108.60   (+/-2cm)     356.3    (feet)  VERTCON   
 HV5239  ___________________________________________________________________
 HV5239  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 HV5239  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV5239
 HV5239  HORZ ORDER  -  FIRST
 HV5239  VERT ORDER  -  THIRD ? (See Below)
 HV5239
 HV5239.The horizontal coordinates were established by classical geodetic methods
 HV5239.and adjusted by the National Geodetic Survey in November 1994..
 HV5239
 HV5239.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5239.The vertical order pertains to the NGVD 29 superseded value.
 HV5239
 HV5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5239
 HV5239.The geoid height was determined by GEOID03.
 HV5239
 HV5239;                    North         East     Units Scale Factor Converg.
 HV5239;SPC VA N     - 2,137,480.238 3,588,148.793   MT  0.99996058   +0 38 03.3
 HV5239;SPC VA N     - 7,012,716.41 11,772,118.17   sFT  0.99996058   +0 38 03.3
 HV5239;UTM  18      - 4,308,704.503   284,610.658   MT  1.00017130   -1 33 37.3
 HV5239
 HV5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5239!SPC VA N     -   0.99998796  x   0.99996058  =   0.99994854
 HV5239!UTM  18      -   0.99998796  x   1.00017130  =   1.00015926
 HV5239
 HV5239:                Primary Azimuth Mark                     Grid Az
 HV5239:SPC VA N     -  DULLES APT RADAR DOME                    028 08 19.7
 HV5239:UTM  18      -  DULLES APT RADAR DOME                    030 20 00.3
 HV5239
 HV5239|---------------------------------------------------------------------|
 HV5239| PID    Reference Object                     Distance      Geod. Az  |
 HV5239|                                                           dddmmss.s |
 HV5239| HV5270 DULLES APT RADAR DOME               APPROX. 6.5 KM 0284623.0 |
 HV5239| HV5215 ARCOLA RADIO RANGE CENTER MAST      APPROX. 5.5 KM 0364256.1 |
 HV5239| DC6111 CHANTILLY RM 1                       40.819 METERS 04911     |
 HV5239| HV5216 LOUDOUN FAIRFAX BDY MN CHANTLY       29.987 METERS 12736     |
 HV5239| DC6112 CHANTILLY RM 2                       21.234 METERS 13603     |
 HV5239| DC6110 CHANTILLY AZ MK                                    2235122.4 |
 HV5239|---------------------------------------------------------------------|
 HV5239
 HV5239                          SUPERSEDED SURVEY CONTROL
 HV5239
 HV5239  NAD 83(1993)-  38 54 02.98963(N)    077 29 01.62063(W) AD(       ) 1
 HV5239  NAD 83(1986)-  38 54 02.98907(N)    077 29 01.62806(W) AD(       ) 1
 HV5239  NAD 27      -  38 54 02.58788(N)    077 29 02.66136(W) AD(       ) 1
 HV5239  NGVD 29 (07/19/86)  108.83   (m)          357.1    (f) LEVELING    3  
 HV5239
 HV5239.Superseded values are not recommended for survey control.
 HV5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5239.See file dsdata.txt to determine how the superseded data were derived.
 HV5239
 HV5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8461108705(NAD 83)
 HV5239_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5239_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5239_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV5239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5239
 HV5239  HISTORY     - Date     Condition        Report By
 HV5239  HISTORY     - 1954     MONUMENTED       CGS
 HV5239  HISTORY     - 1958     GOOD             CGS
 HV5239  HISTORY     - 1969     GOOD             CGS
 HV5239  HISTORY     - 1977     MARK NOT FOUND   VA-059
 HV5239
 HV5239                          STATION DESCRIPTION
 HV5239
 HV5239'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5239'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CHANTILLY AND
 HV5239'1 MILE SOUTH OF PLEASANT VALLY ON A HIGH KNOLL OF A CULTIVATED
 HV5239'FIELD ON THE PROPERTY OF H.E. WELCH.  IT IS 245 FEET NORTHEAST
 HV5239'OF A FENCE LINE, 179 FEET NORTHWEST OF A FENCE LINE, 135 FEET
 HV5239'SOUTHWEST OF A WHITE WITNESS POST AND 28 FEET NORTH OF A
 HV5239'TWIN BOULDER THAT PROJECTS ABOUT 1 FOOT.  THE MARK IS 12
 HV5239'INCHES UNDERGROUND AND THE DISK IS STAMPED CHANTILLY 1954.
 HV5239'
 HV5239'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF A BOULDER SHELF,
 HV5239'4 FEET EAST OF A WHITE WITNESS POST AND 4 FEET SOUTH OF A 6
 HV5239'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HV5239'CHANTILLY NO 1 1954.
 HV5239'
 HV5239'REFERENCE MARK NO. 2 IS 109 FEET NORTHWEST OF A FENCE LINE.
 HV5239'THE DISK IS SET FLUSH IN A DRILL HOLE IN A BOULDER THAT
 HV5239'PROJECTS 10 INCHES AND IS 8 INCHES WIDE AND 10 INCHES LONG
 HV5239'AND IS STAMPED CHANTILLY NO 2 1954.
 HV5239'
 HV5239'AZIMUTH MARK IS 78 FEET NORTHEAST OF THE NORTHEAST CORNER
 HV5239'OF A RED BRICK HOUSE, 11 FEET WEST OF THE CENTER OF A FARM
 HV5239'LANE, 5 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 HV5239'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HV5239'CHANTILLY 1954.
 HV5239'
 HV5239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 HV5239'AND STATE HIGHWAY 657 IN CHANTILLY GO NORTHWEST ON HIGHWAY
 HV5239'50 FOR 2.6 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO
 HV5239'SOUTHERLY ON PAVED ROAD FOR 1.3 MILES TO A GRAVEL SIDE ROAD
 HV5239'RIGHT, TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.35 MILE
 HV5239'TO A FARM LANE RIGHT.  TURN RIGHT AND GO NORTH ON FARM
 HV5239'LANE FOR 0.05 MILE TO A GATE AND FARM HOUSE ON THE RIGHT,
 HV5239'CONTINUE NORTH THROUGH GATE FOR 0.05 MILE TO THE HIGHEST
 HV5239'PART OF FIELD AND THE STATION AS DESCRIBED.
 HV5239'
 HV5239'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON
 HV5239'GRAVEL ROAD, WITHOUT TURNING ONTO THE FARM LANE ON THE RIGHT,
 HV5239'FOR 0.05 MILE TO A FARM LANE LEFT.  TURN LEFT
 HV5239'AND GO SOUTH ON FARM LANE FOR 0.2 MILE TO THE MARK ON THE
 HV5239'RIGHT AS DESCRIBED.
 HV5239'
 HV5239'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV5239
 HV5239                          STATION RECOVERY (1958)
 HV5239
 HV5239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5239'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE
 HV5239'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 HV5239'THE DESCRIPTION AND ROUTE TO REACH THE STATION WERE CHECKED
 HV5239'AND FOUND TO BE CORRECT.
 HV5239'
 HV5239'NOTE--A 77 FT. TOWER WAS USED.
 HV5239
 HV5239                          STATION RECOVERY (1969)
 HV5239
 HV5239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5239'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HV5239'RECOVERED.  THE AZIMUTH MARK HAD BEEN DISTURBED AND WAS TILTED.
 HV5239'REFERENCE MARK 2 HAD BEEN HIT BY FARM MACHINERY BUT APPEARED NOT TO
 HV5239'HAVE BEEN MOVED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 HV5239'
 HV5239'THE STATION IS ABOUT 4-1/4 MILES SOUTH-SOUTHWEST OF THE CONTROL
 HV5239'TOWER AT DULLES INTERNATIONAL AIRPORT AND 3-1/4 MILES WEST OF
 HV5239'CHANTILLY, ON THE HIGHEST POINT OF A HIGH KNOLL IN A CULTIVATED
 HV5239'FIELD AND ON PROPERTY OF REX PETERS.
 HV5239'
 HV5239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HV5239'HIGHWAY 28 IN CHANTILLY, GO NORTHWEST ON U.S. HIGHWAY 50 FOR 2.1
 HV5239'MILES TO THE JUNCTION WITH COUNTY ROAD 609.  TURN RIGHT AND GO
 HV5239'SOUTHERLY ON ROAD 609 FOR 1.3 MILES TO THE JUNCTION WITH HERNDON
 HV5239'AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON HERNDON
 HV5239'AVENUE FOR 0.35 MILE TO A FARM DRIVE ON THE RIGHT.  TO REACH THE
 HV5239'AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWESTERLY ON HERNDON
 HV5239'AVENUE FOR 0.05 MILE TO A FARM DRIVE ON THE LEFT.  TURN LEFT AND GO
 HV5239'SOUTHERLY ON FARM DRIVE FOR 0.2 MILE TO THE MARK ON THE RIGHT.  TURN
 HV5239'RIGHT AND GO NORTHERLY ON FARM DRIVE FOR 0.1 MILE TO A FARM
 HV5239'HOUSE.  CONTINUE NORTHERLY ON TRACK ROAD, PASSING TO THE LEFT OF
 HV5239'HOUSE FOR 0.05 MILE TO THE TOP OF THE KNOLL AND THE STATION ON THE
 HV5239'LEFT.
 HV5239'
 HV5239'STATION MARK IS A STANDARD DISK, STAMPED CHANTILLY 1954, SET IN THE
 HV5239'TOP OF AN IRREGULAR MASS OF CONCRETE, THAT IS 10 INCHES BELOW THE
 HV5239'GROUND SURFACE.  IT IS 245.0 FEET NORTHEAST OF A FENCE, 179 FEET
 HV5239'NORTHWEST OF A FENCE AND 138 FEET WEST OF A TRIANGLE BLAZED
 HV5239'TREE.
 HV5239'
 HV5239'REFERENCE MARK 1 IS A STANDAR DISK, STAMPED CHANTILLY NO 1 1954,
 HV5239'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH
 HV5239'THE GROUND SURFACE.  IT IS 4.0 FEET WEST OF THE TRIANGLE BLAZED
 HV5239'TREE AND ABOUT 5 FEET LOWER THAN THE STATION.
 HV5239'
 HV5239'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHANTILLY NO 2 1954,
 HV5239'CEMENTED IN A DRILL HOLE IN AN 8 X 10 INCH BOULDER, THAT PROJECTS
 HV5239'10 INCHES ABOVE THE GROUND.  IT IS 110.0 FEET NORTH-NORTHWEST OF
 HV5239'THE TRIANGLE BLAZED TREE, 109.0 FEET NORTHWEST OF A FENCE AND
 HV5239'ABOUT 1 FOOT HIGHER THAN THE STATION.
 HV5239'
 HV5239'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHANTILLY 1954, SET IN THE
 HV5239'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH ABOVE
 HV5239'THE GROUND.  IT IS 12.0 FEET WEST OF THE CENTERLINE OF A FARM DRIVE
 HV5239'AND 4.8 FEET NORTH OF A WITNESS POST AND IS SET IN A FENCE LINE.
 HV5239'
 HV5239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES WEST
 HV5239'OF CHANTILLY.
 HV5239
 HV5239                          STATION RECOVERY (1977)
 HV5239
 HV5239'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV5239'THE STATION ALONG WITH ALL PERIPHERAL MARKS WERE NOT RECOVERED AFTER A
 HV5239'ONE HOUR SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2355 ***********************************************************************
 GW2355  DESIGNATION -  CHAP
 GW2355  PID         -  GW2355
 GW2355  STATE/COUNTY-  VA/APPOMATTOX
 GW2355  USGS QUAD   -  APPOMATTOX (1984)
 GW2355
 GW2355                         *CURRENT SURVEY CONTROL
 GW2355  ___________________________________________________________________
 GW2355* NAD 83(1993)-  37 15 14.59540(N)    078 49 55.99742(W)     ADJUSTED  
 GW2355* NAVD 88     -       231.9    (meters)     761.     (feet)  VERTCON   
 GW2355  ___________________________________________________________________
 GW2355  X           -     984,515.072 (meters)                     COMP
 GW2355  Y           -  -4,986,881.770 (meters)                     COMP
 GW2355  Z           -   3,839,994.431 (meters)                     COMP
 GW2355  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 GW2355  ELLIP HEIGHT-         200.67  (meters)          (05/17/02) GPS OBS
 GW2355  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GW2355
 GW2355  HORZ ORDER  -  FIRST
 GW2355  ELLP ORDER  -  FOURTH    CLASS II
 GW2355
 GW2355.The horizontal coordinates were established by classical geodetic methods
 GW2355.and adjusted by the National Geodetic Survey in September 1995..
 GW2355
 GW2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2355
 GW2355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2355
 GW2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2355
 GW2355.The ellipsoidal height was determined by GPS observations
 GW2355.and is referenced to NAD 83.
 GW2355
 GW2355.The geoid height was determined by GEOID03.
 GW2355
 GW2355;                    North         East     Units Scale Factor Converg.
 GW2355;SPC VA S     - 1,102,228.343 3,470,528.697   MT  0.99994735   -0 12 05.9
 GW2355;SPC VA S     - 3,616,227.49 11,386,226.23   sFT  0.99994735   -0 12 05.9
 GW2355;UTM  17      - 4,125,258.218   692,249.156   MT  1.00005530   +1 18 45.6
 GW2355
 GW2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2355!SPC VA S     -   0.99996851  x   0.99994735  =   0.99991586
 GW2355!UTM  17      -   0.99996851  x   1.00005530  =   1.00002381
 GW2355
 GW2355|---------------------------------------------------------------------|
 GW2355| PID    Reference Object                     Distance      Geod. Az  |
 GW2355|                                                           dddmmss.s |
 GW2355| DC5237 CHAP RM 1                            54.888 METERS 00632     |
 GW2355| DC5238 CHAP RM 2                            59.668 METERS 08746     |
 GW2355| DC5236 CHAP AZ MK                                         1495651.0 |
 GW2355| GW2353 APPOMATTOX POLICE RADIO TOWER       APPROX.12.5 KM 3451025.8 |
 GW2355|---------------------------------------------------------------------|
 GW2355
 GW2355                          SUPERSEDED SURVEY CONTROL
 GW2355
 GW2355  ELLIP H (09/08/95)  200.72   (m)                       GP(       ) 4 2
 GW2355  NAD 83(1993)-  37 15 14.59515(N)    078 49 55.99729(W) AD(       ) 1
 GW2355  ELLIP H (11/14/94)  200.76   (m)                       GP(       ) 4 2
 GW2355  NAD 83(1986)-  37 15 14.59889(N)    078 49 56.01121(W) AD(       ) 1
 GW2355  NAD 27      -  37 15 14.07200(N)    078 49 56.96100(W) AD(       ) 1
 GW2355  NGVD 29 (07/01/93)  232.1    (m)          761.     (f) GPS OBS        
 GW2355
 GW2355.Superseded values are not recommended for survey control.
 GW2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2355.See file dsdata.txt to determine how the superseded data were derived.
 GW2355
 GW2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9224925258(NAD 83)
 GW2355_MARKER: DS = TRIANGULATION STATION DISK
 GW2355_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GW2355_SP_SET: IRREGULAR CONCRETE MASS
 GW2355_STAMPING: CHAP 1941
 GW2355_MARK LOGO: CGS   
 GW2355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2355+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 GW2355
 GW2355  HISTORY     - Date     Condition        Report By
 GW2355  HISTORY     - 1941     MONUMENTED       CGS
 GW2355  HISTORY     - 1941     GOOD             CGS
 GW2355  HISTORY     - 1957     MARK NOT FOUND   USGS
 GW2355  HISTORY     - 1966     GOOD             CGS
 GW2355  HISTORY     - 19920211 GOOD             MSI
 GW2355  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW2355
 GW2355                          STATION DESCRIPTION
 GW2355
 GW2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2355'STATION IS ON THE SUMMIT OF A RIDGE AT THE HEAD OF CUB CREEK,
 GW2355'ABOUT 8 MILES W BY S OF PAMPLIN, 4.5 MILES NNW OF RED HOUSE,
 GW2355'AT THE SMALL SETTLEMENT OF CHAP ON PROPERTY OWNED BY MR. EDWARD
 GW2355'FERGUSON OF VICTORIA.  THE MARK IS ABOUT 120 YARDS SW OF THE
 GW2355'OLD RED HOUSE-APPOMATTOX ROAD, 78 FEET SE OF A TRIANGLE-BLAZED
 GW2355'OAK TREE, AND ABOUT 50 FEET E OF THE E CORNER OF AN OLD BARN.
 GW2355'THE DISK IS STAMPED CHAP-1941.  SURFACE MARK IS SET 8 INCHES
 GW2355'BELOW THE SURFACE OF THE GROUND.
 GW2355'
 GW2355'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2355'BRONZE DISKS SET IN CONCRETE. AND
 GW2355'11A.
 GW2355'
 GW2355'REFERENCE MARK NO. 1 IS N OF THE STATION, 7 FEET NW OF THE
 GW2355'CENTER OF THE OLD FORE ROAD, 13 FEET SW OF THE SW CORNER OF
 GW2355'THE OLD FERGUSON STORE.  THE DISK IS STAMPED CHAP NO. 1 1941
 GW2355'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 GW2355'
 GW2355'REFERENCE MARK NO. 2 IS E OF THE STATION, 12 FEET W OF THE
 GW2355'CENTER OF THE OLD HANCOCK ROAD.  A WHITE 4 BY 4 WOODEN POST
 GW2355'IS SET 2.5 FEET S OF THE MARK.  THE DISK IS STAMPED CHAP NO.
 GW2355'2 1941 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 GW2355'
 GW2355'THE AZIMUTH MARK IS 0.3 MILE SE OF THE STATION, 15.5 FEET E OF
 GW2355'THE OLD HANCOCK ROAD.  A WHITE 4 BY 4 WOODEN POST IS SET 2.5
 GW2355'FEET S OF THE MARK.  THE DISK IS STAMPED CHAP-1941 AND PROJECTS 6
 GW2355'INCHES ABOVE THE GROUND.  TO REACH THE MARK FROM REFERENCE
 GW2355'MARK NO. 2, GO SE ON THE GRADED DIRT ROAD FOR 0.35 MILE TO THE
 GW2355'EDGE OF THE WOODS AND THE MARK ON THE LEFT.
 GW2355'
 GW2355'TO REACH THE STATION FROM THE POST OFFICE IN RED HOUSE, GO
 GW2355'N ON STATE ROUTE 26 FOR 4.3 MILES TO A CROSS ROAD, HERE TURN
 GW2355'SHARP LEFT AND GO 0.3 MILE TO A T-INTERSECTION, HERE TURN RIGHT
 GW2355'AND GO 0.7 MILE TO AN OLD STORE BUILDING ON THE LEFT AND TRIPLE
 GW2355'ROAD FORKS, HERE TAKE THE MIDDLE FORK AND GO 0.05 MILE TO AN
 GW2355'OLD BARN SET IN THE MIDDLE OF 7 LARGE OAK TREES ON THE LEFT
 GW2355'AND THE STATION SITE.
 GW2355'
 GW2355'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION FARREL.
 GW2355'
 GW2355'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BAKER MT.
 GW2355'
 GW2355'A 64-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION MT. LYLE.
 GW2355'
 GW2355'A 90-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT STATION PUGH.
 GW2355'
 GW2355'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION RED HOUSE.
 GW2355'
 GW2355'A 77-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT STATION PENTECOST.
 GW2355'
 GW2355'A 50-FOOT TOWER WILL SEE A 40-FOOT LIGHT AT STATION SPEAR-2 1875.
 GW2355'
 GW2355'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION LONG
 GW2355'MOUNT 1875.
 GW2355'
 GW2355'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GW2355
 GW2355                          STATION RECOVERY (1941)
 GW2355
 GW2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 GW2355'RECOVERED IN GOOD CONDITION.
 GW2355
 GW2355                          STATION RECOVERY (1957)
 GW2355
 GW2355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GW2355'TREES USED FOR REFERENCE MARKS DESTROYED.  THE MARK WAS SEARCHED
 GW2355'FOR BUT NOT FOUND.  UNDERGROUND MARKER NOT SEARCHED FOR.
 GW2355
 GW2355                          STATION RECOVERY (1966)
 GW2355
 GW2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GW2355'STATION WAS RECOVERED AND ALL MARKS WERE FOUND
 GW2355'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GW2355'WITH THE FOLLOWING SMALL CHANGES AND A NEW TO REACH STATION
 GW2355'DESCRIPTION.  THE OLD FERGUSON STORE BUILDING IS NOW USED
 GW2355'AS A PRIVATE HOME, ALL BUT TWO OF THE LARGE OAK TREES ARE
 GW2355'GONE, THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE
 GW2355'TO A HEAVY GROWTH OF SMALL EVERGREEN TREES AND THE STATION IS
 GW2355'JUST SOUTH OF THE JUNCTION OF SECONDARY ROADS 694 AND 644.
 GW2355'
 GW2355'TO REACH STATION FROM THE POST OFFICE IN RED HOUSE GO
 GW2355'NORTH ON STATE HIGHWAY 727 FOR 4.1 MILES TO CROSSROAD.  TURN
 GW2355'LEFT ON SECONDARY ROAD 694 AND GO NORTHWEST FOR 1.1 MILES TO
 GW2355'SIDE ROAD LEFT.  TURN LEFT ON SECONDARY ROAD 644 AND GO 0.05
 GW2355'MILE TO OLD BARN ON LEFT AND STATION TO EAST OF OLD BARN AS
 GW2355'DESCRIBED.
 GW2355
 GW2355                          STATION RECOVERY (1992)
 GW2355
 GW2355'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2355'RECOVERED IN GOOD CONDITION.
 GW2355
 GW2355                          STATION RECOVERY (2005)
 GW2355
 GW2355'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2355'STATION,RM 2, AND AZ NOT FOUNDL.  RM 1. FOUND 75 NE OF OLD BARN SHED
 GW2355'AND UNDER A 14 INCH HOLLY TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5069 ***********************************************************************
 HV5069  DESIGNATION -  CHAP
 HV5069  PID         -  HV5069
 HV5069  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5069  USGS QUAD   -  QUANTICO (1994)
 HV5069
 HV5069                         *CURRENT SURVEY CONTROL
 HV5069  ___________________________________________________________________
 HV5069* NAD 83(1993)-  38 30 23.20822(N)    077 17 49.23334(W)     ADJUSTED  
 HV5069* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 HV5069  ___________________________________________________________________
 HV5069  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HV5069  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV5069
 HV5069  HORZ ORDER  -  THIRD
 HV5069
 HV5069.The horizontal coordinates were established by classical geodetic methods
 HV5069.and adjusted by the National Geodetic Survey in November 1994..
 HV5069
 HV5069.The orthometric height was scaled from a topographic map.
 HV5069
 HV5069.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5069
 HV5069.The geoid height was determined by GEOID03.
 HV5069
 HV5069;                    North         East     Units Scale Factor Converg.
 HV5069;SPC VA N     - 2,093,901.464 3,604,922.633   MT  0.99995025   +0 45 02.9
 HV5069;SPC VA N     - 6,869,741.72 11,827,150.34   sFT  0.99995025   +0 45 02.9
 HV5069;SPC MD       -    93,261.072   374,094.180   MT  0.99997050   -0 11 11.1
 HV5069;SPC MD       -   305,974.03  1,227,340.66   sFT  0.99997050   -0 11 11.1
 HV5069;UTM  18      - 4,264,509.157   299,711.350   MT  1.00009404   -1 25 50.2
 HV5069
 HV5069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5069!SPC VA N     -   1.00000372  x   0.99995025  =   0.99995397
 HV5069!SPC MD       -   1.00000372  x   0.99997050  =   0.99997422
 HV5069!UTM  18      -   1.00000372  x   1.00009404  =   1.00009776
 HV5069
 HV5069|---------------------------------------------------------------------|
 HV5069| PID    Reference Object                     Distance      Geod. Az  |
 HV5069|                                                           dddmmss.s |
 HV5069| DC6114 CHAP RM 2                            16.470 METERS 02711     |
 HV5069| DC6113 CHAP RM 1                            16.443 METERS 02712     |
 HV5069| HV5470 SANDY 3                             APPROX. 2.9 KM 1311512.5 |
 HV5069| DC6115 CHAP RM 3                             8.050 METERS 28542     |
 HV5069| HV5065 BOUNDARY MONUMENT 42                 27.508 METERS 35500     |
 HV5069|---------------------------------------------------------------------|
 HV5069
 HV5069                          SUPERSEDED SURVEY CONTROL
 HV5069
 HV5069  NAD 83(1993)-  38 30 23.20734(N)    077 17 49.23954(W) AD(       ) 3
 HV5069  NAD 83(1986)-  38 30 23.20776(N)    077 17 49.24423(W) AD(       ) 3
 HV5069  NAD 27      -  38 30 22.79000(N)    077 17 50.31500(W) AD(       ) 3
 HV5069
 HV5069.Superseded values are not recommended for survey control.
 HV5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5069.See file dsdata.txt to determine how the superseded data were derived.
 HV5069
 HV5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9971164509(NAD 83)
 HV5069_MARKER: DS = TRIANGULATION STATION DISK
 HV5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5069
 HV5069  HISTORY     - Date     Condition        Report By
 HV5069  HISTORY     - 1928     MONUMENTED       CGS
 HV5069  HISTORY     - 1929     GOOD             CGS
 HV5069  HISTORY     - 1956     GOOD             AMS
 HV5069  HISTORY     - 1958     GOOD             CGS
 HV5069  HISTORY     - 1959     GOOD             CGS
 HV5069  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV5069
 HV5069                          STATION DESCRIPTION
 HV5069
 HV5069'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5069'LOCATED NEAR THE S END, E SIDE OF CHOPAWAMSIC ISLAND, 5 FEET OUT
 HV5069'FROM FOOT OF CLAY BLUFF, 12 FEET INSIDE HIGH-WATER MARK.
 HV5069'
 HV5069'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HV5069'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  THE REFERENCE MARKS
 HV5069'WERE SET ALONG BLUFF ONE IN EACH DIRECTION.
 HV5069'
 HV5069'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.4 METERS.
 HV5069
 HV5069                          STATION RECOVERY (1929)
 HV5069
 HV5069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5069'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV5069'THERE IS A WASPS NEST NEAR THE STATION.
 HV5069
 HV5069                          STATION RECOVERY (1956)
 HV5069
 HV5069'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5069'STATION RECOVERED IN GOOD CONDITION.
 HV5069
 HV5069                          STATION RECOVERY (1958)
 HV5069
 HV5069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5069'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN FAIR
 HV5069'CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND AFTER A SEARCH
 HV5069'OF AN HOUR OR MORE.  THE ORIGINAL DESCRIPTION BY J.H.B. IN 1928
 HV5069'IS COMPLETE AND ADEQUATE WITH THE FOLLOWING EXCEPTIONS.  BOTH
 HV5069'THE STATION AND REFERENCE MARK ARE COVERED AT H.W.  SO IT IS
 HV5069'POSSIBLE THAT BOTH THE STATION AND REFERENCE MARK WILL BE
 HV5069'DESTROYED IN THE NEAR FUTURE.
 HV5069
 HV5069                          STATION RECOVERY (1959)
 HV5069
 HV5069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5069'THE STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION.
 HV5069'A NEW REFERENCE MARK WAS SET.
 HV5069'
 HV5069'A COMPLETE DESCRIPTION FOLLOWS--
 HV5069'
 HV5069'THE STATION IS LOCATED AT THE SE POINT OF CHAPAWAMSIC ISLAND
 HV5069'AND IS COVERED BY WATER AT HIGH TIDE.  THE STATION WAS FOUND
 HV5069'TO BE PROJECTING ABOUT 20 IN BUT THE MARK IS STIL VERY STABLE
 HV5069'AND HAS BEEN STRENGTHENED BY PILING ROCKS AROUND IT.  THE DISK IS
 HV5069'UNSTAMPED, NOTES 1A.
 HV5069'
 HV5069'R.M. NO. 1 WAS RECOVERED NORTH OF THE STATION.  (THE OLD DESCRIPTION
 HV5069'PLACES R.M. 1 SOUTH OF THE STATION.) THE MONUMENT IS LOCATED
 HV5069'ON THE HIGH WATER LINE AND IS FLUSH WITH THE MOSS AND CLAY
 HV5069'SHORELINE.  THE DISK IS STAMPED CHAP NO 1 1928, NOTE 11A.
 HV5069'
 HV5069'R.M. NO. 3 WAS SET IN THE SAND AND CLAY AT THE FOOT OF THE BLUFF
 HV5069'AND ABOUT 1 METER BACK FROM THE HIGH WATER LINE AND PROJECTS
 HV5069'ABOUT 2 IN.  THE DISK IS STAMPED CHAP NO 3, NOTE 11A.
 HV5069
 HV5069                          STATION RECOVERY (1972)
 HV5069
 HV5069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5069'STATION SHOULD BE CONSIDERED LOST.  A ONE HOUR SEARCH FOR THE STATION
 HV5069'MARK AT LOW WATER FAILED TO TURN UP ANY SIGN OF THE STATION OR ITS
 HV5069'REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3316 ***********************************************************************
 HW3316  DESIGNATION -  CHAPEL
 HW3316  PID         -  HW3316
 HW3316  STATE/COUNTY-  VA/ALBEMARLE
 HW3316  USGS QUAD   -  EARLYSVILLE (1984)
 HW3316
 HW3316                         *CURRENT SURVEY CONTROL
 HW3316  ___________________________________________________________________
 HW3316* NAD 83(1993)-  38 11 03.61588(N)    078 23 57.85273(W)     ADJUSTED  
 HW3316* NAVD 88     -       186.2    (meters)     611.     (feet)  VERTCON   
 HW3316  ___________________________________________________________________
 HW3316  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HW3316  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3316
 HW3316  HORZ ORDER  -  SECOND
 HW3316
 HW3316.The horizontal coordinates were established by classical geodetic methods
 HW3316.and adjusted by the National Geodetic Survey in November 1994..
 HW3316
 HW3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3316
 HW3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3316
 HW3316.The geoid height was determined by GEOID03.
 HW3316
 HW3316;                    North         East     Units Scale Factor Converg.
 HW3316;SPC VA S     - 1,205,431.876 3,508,813.885   MT  1.00004698   +0 03 39.8
 HW3316;SPC VA S     - 3,954,821.08 11,511,833.55   sFT  1.00004698   +0 03 39.8
 HW3316;SPC VA N     - 2,057,465.153 3,508,813.266   MT  0.99997678   +0 03 46.0
 HW3316;SPC VA N     - 6,750,200.26 11,511,831.52   sFT  0.99997678   +0 03 46.0
 HW3316;UTM  17      - 4,229,464.771   727,771.315   MT  1.00023898   +1 36 30.1
 HW3316
 HW3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3316!SPC VA S     -   0.99997592  x   1.00004698  =   1.00002290
 HW3316!SPC VA N     -   0.99997592  x   0.99997678  =   0.99995270
 HW3316!UTM  17      -   0.99997592  x   1.00023898  =   1.00021489
 HW3316
 HW3316|---------------------------------------------------------------------|
 HW3316| PID    Reference Object                     Distance      Geod. Az  |
 HW3316|                                                           dddmmss.s |
 HW3316| DC3968 CHAPEL RM 1                          20.753 METERS 10610     |
 HW3316| HW3315 AIRPORT                             APPROX. 6.6 KM 2081815.2 |
 HW3316|---------------------------------------------------------------------|
 HW3316
 HW3316                          SUPERSEDED SURVEY CONTROL
 HW3316
 HW3316  NAD 83(1986)-  38 11 03.61943(N)    078 23 57.85561(W) AD(       ) 2
 HW3316  NAD 27      -  38 11 03.13651(N)    078 23 58.81844(W) AD(       ) 2
 HW3316  NGVD 29 (07/19/86)  186.4    (m)          612.     (f) VERT ANG       
 HW3316
 HW3316.Superseded values are not recommended for survey control.
 HW3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3316.See file dsdata.txt to determine how the superseded data were derived.
 HW3316
 HW3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2777129465(NAD 83)
 HW3316_MARKER: DE = TRAVERSE STATION DISK
 HW3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3316
 HW3316  HISTORY     - Date     Condition        Report By
 HW3316  HISTORY     - 1965     MONUMENTED       CGS
 HW3316  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HW3316
 HW3316                          STATION DESCRIPTION
 HW3316
 HW3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3316'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CHARLOTTESVILLE,
 HW3316'4 MILES SOUTH OF RUCKERSVILLE AND BEHIND THE MOUNTAIN CHAPEL
 HW3316'CHURCH.
 HW3316'
 HW3316'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 29
 HW3316'AND U.S. HIGHWAY 33 IN RUCKERSVILLE GO SOUTH ON U.S. HIGHWAY
 HW3316'29 FOR 3.6 MILES TO A CROSSROAD (COUNTY ROUTE 641), TURN
 HW3316'LEFT ON COUNTY ROUTE 641 AND GO 0.05 MILE TO A FORK (COUNTY
 HW3316'ROUTE 600), WITH CHURCH IN FORK OF ROADS AND STATION BEHIND
 HW3316'THE CHURCH.
 HW3316'
 HW3316'THE STATION IS 112 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HW3316'OF THE CHURCH, 62 FEET NORTHEAST OF A 40 INCH OAK TREE ABOUT
 HW3316'20 FEET HIGH AND 44 FEET SOUTHWEST OF A 36 INCH OAK TREE.
 HW3316'IT IS A STANDARD TRAVERSE DISK SET IN A FLUSH SQUARE CONCRETE
 HW3316'MONUMENT AND IS STAMPED CHAPEL 1965.
 HW3316'
 HW3316'REFERENCE MARK NO. 1 IS IN A WOODED AREA EAST OF THE STATION,
 HW3316'115 FEET SOUTHWEST OF COUNTY ROUTE 641 AND 2 FEET WEST OF
 HW3316'A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A SQUARE
 HW3316'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED CHAPEL
 HW3316'NO 1 1965.
 HW3316'
 HW3316'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 HW3316
 HW3316                          STATION RECOVERY (1990)
 HW3316
 HW3316'RECOVERY NOTE BY US POWER SQUADRON 1990 (JP)
 HW3316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5051 ***********************************************************************
 HV5051  DESIGNATION -  CHAPEL
 HV5051  PID         -  HV5051
 HV5051  STATE/COUNTY-  VA/FAIRFAX
 HV5051  USGS QUAD   -  OCCOQUAN (1994)
 HV5051
 HV5051                         *CURRENT SURVEY CONTROL
 HV5051  ___________________________________________________________________
 HV5051* NAD 83(1993)-  38 44 48.17653(N)    077 15 26.13811(W)     ADJUSTED  
 HV5051* NAVD 88     -       104.9    (meters)     344.     (feet)  VERTCON   
 HV5051  ___________________________________________________________________
 HV5051  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HV5051  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV5051
 HV5051  HORZ ORDER  -  FIRST
 HV5051
 HV5051.The horizontal coordinates were established by classical geodetic methods
 HV5051.and adjusted by the National Geodetic Survey in November 1994..
 HV5051
 HV5051.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5051
 HV5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5051
 HV5051.The geoid height was determined by GEOID03.
 HV5051
 HV5051;                    North         East     Units Scale Factor Converg.
 HV5051;SPC VA N     - 2,120,615.709 3,608,028.202   MT  0.99995092   +0 46 32.2
 HV5051;SPC VA N     - 6,957,386.71 11,837,339.19   sFT  0.99995092   +0 46 32.2
 HV5051;UTM  18      - 4,291,089.148   303,833.796   MT  1.00007389   -1 24 47.6
 HV5051
 HV5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5051!SPC VA N     -   0.99998857  x   0.99995092  =   0.99993949
 HV5051!UTM  18      -   0.99998857  x   1.00007389  =   1.00006246
 HV5051
 HV5051:                Primary Azimuth Mark                     Grid Az
 HV5051:SPC VA N     -  LACY                                     097 28 22.1
 HV5051:UTM  18      -  LACY                                     099 39 41.9
 HV5051
 HV5051|---------------------------------------------------------------------|
 HV5051| PID    Reference Object                     Distance      Geod. Az  |
 HV5051|                                                           dddmmss.s |
 HV5051| HV5029 LACY                                APPROX. 8.5 KM 0981454.3 |
 HV5051| HV5048 FORT BELVOIR BLDG 3104 TANK         APPROX.10.2 KM 1063131.6 |
 HV5051| DC6123 CHAPEL RM 4 AZIMUTH                  98.569 METERS 11642     |
 HV5051| HV5025 FORT BELVOIR BLDG 704 TANK          APPROX.11.7 KM 1203133.1 |
 HV5051| DC6120 CHAPEL RM 1                          21.636 METERS 12233     |
 HV5051| HV5032 OCCOQUAN DIST PENAL N TANK          APPROX. 4.4 KM 1564814.5 |
 HV5051| HV5033 OCCOQUAN DIST PENAL STANDPIPE       APPROX. 6.8 KM 1664154.6 |
 HV5051| HV5031 OCCOQUAN DIST PENAL ANTENNA         APPROX. 5.2 KM 1691713.6 |
 HV5051| HV5055 OCCOQUAN DIST PENAL INST E TK       APPROX. 5.5 KM 1752531.5 |
 HV5051| HV5056 OCCOQUAN DIST PENAL W TANK          APPROX. 5.5 KM 1773901.0 |
 HV5051| DC6119 CHAPEL AZ MK                                       3125029.1 |
 HV5051| DC6124 CHAPEL RM 5                          19.744 METERS 31758     |
 HV5051| DC6122 CHAPEL RM 3                          35.756 METERS 33336     |
 HV5051| DC6121 CHAPEL RM 2                          26.460 METERS 34627     |
 HV5051|---------------------------------------------------------------------|
 HV5051
 HV5051                          SUPERSEDED SURVEY CONTROL
 HV5051
 HV5051  NAD 83(1993)-  38 44 48.17475(N)    077 15 26.14318(W) AD(       ) 1
 HV5051  NAD 83(1986)-  38 44 48.17558(N)    077 15 26.15155(W) AD(       ) 1
 HV5051  NAD 27      -  38 44 47.76546(N)    077 15 27.20993(W) AD(       ) 1
 HV5051  NGVD 29 (07/19/86)  105.1    (m)          345.     (f) VERT ANG       
 HV5051
 HV5051.Superseded values are not recommended for survey control.
 HV5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5051.See file dsdata.txt to determine how the superseded data were derived.
 HV5051
 HV5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0383491089(NAD 83)
 HV5051_MARKER: DS = TRIANGULATION STATION DISK
 HV5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5051_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5051
 HV5051  HISTORY     - Date     Condition        Report By
 HV5051  HISTORY     - 1942     MONUMENTED       CGS
 HV5051  HISTORY     - 1951     GOOD             CGS
 HV5051  HISTORY     - 1956     GOOD             AMS
 HV5051  HISTORY     - 1957     GOOD             CGS
 HV5051  HISTORY     - 1959     GOOD             CGS
 HV5051  HISTORY     - 1969     GOOD             USA
 HV5051  HISTORY     - 1969     GOOD             CGS
 HV5051  HISTORY     - 1977     GOOD             NGS
 HV5051  HISTORY     - 1980     GOOD             VA-059
 HV5051  HISTORY     - 1990     GOOD             VADHT
 HV5051
 HV5051                          STATION DESCRIPTION
 HV5051
 HV5051'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 HV5051'STATION IS LOCATED ABOUT 7.5 MILES SSE OF FAIRFAX AT THE
 HV5051'N EDGE OF TIMBERED LAND, THE OWNER OF WHICH IS UNKNOWN.  IT
 HV5051'IS 86 FEET SE OF A TRIANGULAR-BLAZED 12-INCH PINE TREE, 64
 HV5051'FEET W OF A TRACK ROAD, 28 FEET S OF THE CENTER LINE OF A
 HV5051'GRAVEL ROAD AND 5 FEET SSW OF A WHITE REFERENCE POST.  IT
 HV5051'IS STAMPED CHAPEL 1942 AND PROJECTS 6 INCHES.
 HV5051'
 HV5051'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 HV5051'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 HV5051'AND 11A.
 HV5051'
 HV5051'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 21 FEET S OF
 HV5051'THE GRAVEL ROAD AND 7 FEET E OF A TRACK ROAD.  IT IS STAMPED
 HV5051'CHAPEL NO. 1 1942 AND PROJECTS 8 INCHES.
 HV5051'
 HV5051'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 23 FEET N OF THE
 HV5051'CENTER LINE OF THE GRAVEL ROAD, 10 FEET W OF THE CENTER LINE
 HV5051'OF A TRACK ROAD AND 5 FEET NE OF THE TRIANGULAR-BLAZED 12-INCH
 HV5051'PINE TREE.  IT IS STAMPED CHAPEL NO. 2 1942 AND PROJECTS 10
 HV5051'INCHES.
 HV5051'
 HV5051'THE AZIMUTH MARK IS NW OF THE STATION AND 15 FEET N OF THE
 HV5051'CENTERLINE OF THE GRAVEL ROAD.  IT IS STAMPED CHAPEL 1942
 HV5051'AND PROJECTS 8 INCHES.
 HV5051'
 HV5051'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123
 HV5051'AND 236 IN FAIRFAX, GO S ON HIGHWAY 123 FOR 3.55 MILES TO A
 HV5051'RAILROAD BRIDGE.  THEN CROSS BRIDGE, CONTINUE ON HIGHWAY 123
 HV5051'FOR 1.5 MILES TO A FORKS.  THEN LEFT FORK (HIGHWAY 123) FOR
 HV5051'1.45 MILES TO A CROSS ROAD.  THEN LEFT (NE) ON A GRAVEL ROAD
 HV5051'FOR 1.1 MILES TO A CROSS ROAD.  THEN RIGHT (SE) ON A GRAVEL ROAD
 HV5051'FOR 1.9 MILES TO A CROSS ROAD.  CONTINUE AHEAD FOR 1.0 MILE
 HV5051'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.3
 HV5051'MILE TO THE STATION ON THE RIGHT.
 HV5051'
 HV5051'A 103-FOOT SIGNAL AT LACY 1934 IS VISIBLE AT 90 FEET.
 HV5051'
 HV5051'A 103-FOOT SIGNAL AT WIG 1934 IS VISIBLE AT 90 FEET.
 HV5051'
 HV5051'A 90-FOOT SIGNAL AT HOADLY IS VISIBLE AT 90 FEET.
 HV5051'
 HV5051'A 90-FOOT SIGNAL AT FAIRFAX IS VISIBLE AT 90 FEET.
 HV5051'
 HV5051'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5051
 HV5051                          STATION RECOVERY (1951)
 HV5051
 HV5051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV5051'RECOVERED AS DESCRIBED BY F.B.Q. IN 1942, WITH THE FOLLOWING
 HV5051'ADDITION--
 HV5051'
 HV5051'A 90-FOOT HIGH STEEL TOWER IS MAINTAINED OVER THE STATION
 HV5051'BY THE ENGINEERS OF FORT BELVOIR, VA.
 HV5051
 HV5051                          STATION RECOVERY (1956)
 HV5051
 HV5051'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5051'STATION RECOVERED IN GOOD CONDITION.
 HV5051
 HV5051                          STATION RECOVERY (1957)
 HV5051
 HV5051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5051'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HV5051'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO
 HV5051'THE MARKS AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION
 HV5051'IS ADEQUATE EXCEPT THE GRAVEL ROAD MENTIONED IN 1942 DESCRIPTIONS
 HV5051'IS NOW A SURFACED ROAD.
 HV5051'
 HV5051'A NEW TO REACH DESCRIPTION FOLLOWS--
 HV5051'
 HV5051'TO REACH FROM TRAFFIC LIGHT IN THE VILLAGE OF ACCOTINK WHICH
 HV5051'IS ABOUT 10 MILES SOUTH OF ALEXANDRIA, GO WEST AND SOUTH
 HV5051'ON U.S. HIGHWAY NO. 1 FOR 2.65 MILE TO JUNCTION OF STATE
 HV5051'HIGHWAY NO. 642.  TURN RIGHT AND GO WESTERLY ON STATE
 HV5051'HIGHWAY NO. 642 FOR 1.1 MILES TO UNDER PASS AT JUNCTION OF
 HV5051'STATE HIGHWAY NO. 350.  PASS UNDER STATE HIGHWAY NO. 350 AND
 HV5051'CONTINUE WESTERLY ON STATE HIGHWAY NO. 642 FOR 0.1 MILE TO SIDE
 HV5051'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY AND WESTERLY ON
 HV5051'ROUTE NO. 600 FOR 0.85 MILE TO RAILROAD CROSSING AND PRISON
 HV5051'ON LEFT (SOUTH) SIDE OF ROAD.  CONTINUE WESTERLY ON ROUTE NO.
 HV5051'600 FOR 1.3 MILES TO CROSSROADS.  TURN RIGHT AND GO
 HV5051'NORTHERLY ON ROUTE NO. 636 FOR 1.25 MILE TO CROSSROADS.
 HV5051'TURN LEFT AND GO WESTERLY ON ROUTE 641 FOR 0.4 MILE TO
 HV5051'STATION ON LEFT (SOUTH) SIDE OF ROAD.  CONTINUE WESTERLY ON
 HV5051'ROUTE NO. 641 FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT (NORTH) SIDE
 HV5051'OF ROAD.
 HV5051'
 HV5051'DUE TO HEAVY GROWTH OF TIMBER, AZIMUTH MARK IS NOT VG.
 HV5051
 HV5051                          STATION RECOVERY (1959)
 HV5051
 HV5051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5051'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HV5051'FOUND IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE.
 HV5051'
 HV5051'STATION USED AS A CHECK ANGLE AND NO HORIZONTAL DIRECTIONS
 HV5051'MEASURED.
 HV5051
 HV5051                          STATION RECOVERY (1969)
 HV5051
 HV5051'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5051'STATION AND REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD
 HV5051'CONDITION.
 HV5051'
 HV5051'THE STATION AND REFERENCE MARKS ARE SURROUNDED BY 30 TO 40-FOOT
 HV5051'TREES IN ALL DIRECTIONS.
 HV5051
 HV5051                          STATION RECOVERY (1969)
 HV5051
 HV5051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5051'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HV5051'RECOVERED.  HOWEVER, THE AZIMUTH MARK IS OBSTRUCTED BY HEAVY
 HV5051'TIMBER.  REFERENCE MARK 2 WAS STRUCK BY MACHINERY.  A REFERENCE
 HV5051'MARK 3 WAS ESTABLISHED.  ALSO A LONG REFERENCE MARK 4 WAS
 HV5051'ESTABLISHED TO SERVE AS THE AZIMUTH MARK.  FOLLOWING IS A COMPLETE
 HV5051'NEW DESCRIPTION.
 HV5051'
 HV5051'THE STATION IS ABOUT 7-1/2 MILES EAST-SOUTHEAST OF FAIRFAX, 5 MILES
 HV5051'SOUTH-SOUTHWEST OF SPRINGFIELD, 3-1/4 MILES NORTHWEST OF INTERSTATE
 HV5051'HIGHWAY 95, IN A WOODED AREA AND ON PROPERTY OF J. BUGENE WILLS.
 HV5051'
 HV5051'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 617 AND 644 IN
 HV5051'SPRINGFIELD GO SOUTH ON 617 FOR 0.8 MILE TO COUNTY ROAD 636.  TURN
 HV5051'RIGHT AND GO SOUTHWESTERLY ON 636 FOR 2.1 MILES TO A REVERSE FORK
 HV5051'ON THE LEFT.  CONTINUE SOUTHWESTERLY ON 636 FOR 0.1 MILE TO A SIDE
 HV5051'ROAD LEFT, HOOES ROAD.  TURN LEFT AND GO SOUTH ON HOOES ROAD FOR
 HV5051'2.2 MILES TO POHICK ROAD.  TURN RIGHT AND GO WEST ON POHICK ROAD
 HV5051'FOR 0.4 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 HV5051'FROM THE STATION GO WESTERLY ON POHICK ROAD FOR 0.25 MILE TO THE
 HV5051'MARK ON THE RIGHT.
 HV5051'
 HV5051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 HV5051'SOUTH-SOUTHWEST OF SPRINGFIELD.
 HV5051
 HV5051                          STATION RECOVERY (1977)
 HV5051
 HV5051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HV5051'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 4 WERE
 HV5051'RECOVERED.  THE AZIMUTH MARK WAS ALSO RECOVERED BUT WAS DESTROYED AT
 HV5051'THIS TIME AT THE REQUEST OF THE PROPERTY OWNER.  REFERENCE MARK 3
 HV5051'FOUND DESTROYED AND REFERENCE MARK 5 WAS ESTABLISHED AT THIS
 HV5051'TIME.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE GREATER BY
 HV5051'1 MINUTE AND 2 SECONDS AND THE DISTANCE WAS FOUND BY 0.007 METER.  THE
 HV5051'DISTANCE TO REFERENCE MARK 4 CHECKED THE 1969 DISTANCE.
 HV5051'
 HV5051'A NEW DESCRIPTION FOLLOWS.
 HV5051'
 HV5051'THE STATION IS ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF FAIRFAX, 5 MILES
 HV5051'SOUTH-SOUTHEAST OF SPRINGFIELD, 3-1/4 MILES NORTHWEST OF INTERSTATE
 HV5051'HIGHWAY 95 AND IN A WOODED AREA ALONG THE SOUTHWEST SIDE OF POHICK
 HV5051'ROAD.
 HV5051'
 HV5051'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 123 AND 236
 HV5051'AT THE COURTHOUSE IN FAIRFAX, GO SOUTH ON STATE 123 FOR 1.45 MILES
 HV5051'TO BRADDOCK ROAD, CONTINUE SOUTH ON STATE 123 FOR 3.45 MILES TO A
 HV5051'FORK, KEEP THE LEFT FORK AND CONTINUE SOUTH ON STATE 123 FOR 1.4 MILES
 HV5051'TO A CROSSROADS, TURN LEFT AND GO EASTERLY ON BURKLAKE ROAD FOR 1.1
 HV5051'MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON POHICK ROAD FOR 1.9
 HV5051'MILES TO LEE CHAPEL ROAD, CONTINUE SOUTH FOR 1.25 MILES TO CERVANTES
 HV5051'LANE ON THE LEFT, CONTINUE SOUTH FOR 0.1 MILE TO THE STATION ON THE
 HV5051'RIGHT IN A WOODED AREA.
 HV5051'
 HV5051'STATION MARKS ARE STANDARD DISKS STAMPED---CHAPEL 1942---SURFACE
 HV5051'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HV5051'4 INCHES.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 135 FEET
 HV5051'WEST OF A BLAZED TREE, 55 FEET NORTHWEST OF THE APPROXIMATE CENTER
 HV5051'OF A WOODS ROAD, 13 FEET SOUTHWEST OF THE CENTERLINE OF POHICK ROAD
 HV5051'AND 4.6 FEET SOUTH OF A METAL WITNESS POST.
 HV5051'
 HV5051'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CHAPEL NO 1 1942---SET
 HV5051'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HV5051'4-INCHES.  IT 22 FEET SOUTHWEST OF THE CENTERLINE OF POHICK ROAD, 15
 HV5051'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD AND 1.4
 HV5051'FEET WEST OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 HV5051'STATION MARK.
 HV5051'
 HV5051'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CHAPEL 1942 NO4
 HV5051'1969---SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 HV5051'PROJECTS 2 INCHES.  IT IS 92.9 FEET EAST OF THE EXTENDED CENTER OF A
 HV5051'NEW ROAD TO A HOUSING PROJECT, 14 FEET SOUTH-SOUTHEAST OF THE
 HV5051'CENTERLINE OF POHICK ROAD AND 1.8 FEET NORTH OF A WITNESS POST.
 HV5051'
 HV5051'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CHAPEL 1942 NO 5
 HV5051'1977---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS FLUSH
 HV5051'WITH THE GROUND.  IT IS 30 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 HV5051'DIRT ROAD LEADING NORTH, 20 SOUTHWEST OF THE CENTERLINE OF POHICK
 HV5051'ROAD, 3 FEET NORTH OF A 10-INCH PINE TREE AND 1.5 FEET NORTHEAST OF A
 HV5051'METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HV5051'
 HV5051'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO OBSTRUCTIONS.
 HV5051
 HV5051                          STATION RECOVERY (1980)
 HV5051
 HV5051'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1980 (RD)
 HV5051'CHAPEL 1942 FOUND IN GOOD CONDITION.
 HV5051'
 HV5051'CHAPEL NO. 1 1942 RECOVERED IN GOOD CONDITION.
 HV5051'
 HV5051'CHAPEL NO. 4 1969 RECOVERED IN GOOD CONDITION.
 HV5051'
 HV5051'CHAPEL NO. 5 1977 RECOVERED IN GOOD CONDITION.
 HV5051'
 HV5051'RM 3 WAS NOT LOCATED AT THIS TIME.
 HV5051'
 HV5051'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7-1/2 MILES
 HV5051'SOUTHEAST OF FAIRFAX.
 HV5051
 HV5051                          STATION RECOVERY (1990)
 HV5051
 HV5051'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 HV5051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5478 ***********************************************************************
 HV5478  DESIGNATION -  CHAPEL
 HV5478  PID         -  HV5478
 HV5478  STATE/COUNTY-  VA/KING GEORGE
 HV5478  USGS QUAD   -  PASSAPATANZY (1982)
 HV5478
 HV5478                         *CURRENT SURVEY CONTROL
 HV5478  ___________________________________________________________________
 HV5478* NAD 83(1993)-  38 17 50.03037(N)    077 18 53.92845(W)     ADJUSTED  
 HV5478* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 HV5478  ___________________________________________________________________
 HV5478  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HV5478  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV5478
 HV5478  HORZ ORDER  -  FIRST
 HV5478
 HV5478.The horizontal coordinates were established by classical geodetic methods
 HV5478.and adjusted by the National Geodetic Survey in November 1994..
 HV5478
 HV5478.The orthometric height was scaled from a topographic map.
 HV5478
 HV5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5478
 HV5478.The geoid height was determined by GEOID03.
 HV5478
 HV5478;                    North         East     Units Scale Factor Converg.
 HV5478;SPC VA N     - 2,070,660.195 3,603,655.094   MT  0.99996392   +0 44 22.5
 HV5478;SPC VA N     - 6,793,490.99 11,822,991.75   sFT  0.99996392   +0 44 22.5
 HV5478;UTM  18      - 4,241,329.530   297,561.115   MT  1.00010473   -1 26 06.6
 HV5478
 HV5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5478!SPC VA N     -   1.00000202  x   0.99996392  =   0.99996594
 HV5478!UTM  18      -   1.00000202  x   1.00010473  =   1.00010675
 HV5478
 HV5478:                Primary Azimuth Mark                     Grid Az
 HV5478:SPC VA N     -  CHAPEL RM 3                              001 42 25.4
 HV5478:UTM  18      -  CHAPEL RM 3                              003 52 54.5
 HV5478
 HV5478|---------------------------------------------------------------------|
 HV5478| PID    Reference Object                     Distance      Geod. Az  |
 HV5478|                                                           dddmmss.s |
 HV5478| DC6118 CHAPEL RM 3                                        0022647.9 |
 HV5478| DC6116 CHAPEL RM 1                          35.326 METERS 14456     |
 HV5478| HV5484 CHAPEL 2 AZ MK                      234.261 METERS 18906     |
 HV5478| HV5483 CHAPEL 2                             54.922 METERS 18906     |
 HV5478| DC6117 CHAPEL RM 2                          23.802 METERS 22944     |
 HV5478| HV5497 FREDERICKSBURG AMER VISCO STK       APPROX.11.8 KM 2605609.5 |
 HV5478|---------------------------------------------------------------------|
 HV5478
 HV5478                          SUPERSEDED SURVEY CONTROL
 HV5478
 HV5478  NAD 83(1993)-  38 17 50.03310(N)    077 18 53.94211(W) AD(       ) 1
 HV5478  NAD 83(1986)-  38 17 50.03100(N)    077 18 53.94226(W) AD(       ) 1
 HV5478  NAD 27      -  38 17 49.57200(N)    077 18 55.01000(W) AD(       ) 1
 HV5478
 HV5478.Superseded values are not recommended for survey control.
 HV5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5478.See file dsdata.txt to determine how the superseded data were derived.
 HV5478
 HV5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9756141330(NAD 83)
 HV5478_MARKER: DS = TRIANGULATION STATION DISK
 HV5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5478
 HV5478  HISTORY     - Date     Condition        Report By
 HV5478  HISTORY     - 1934     MONUMENTED       CGS
 HV5478  HISTORY     - 1978     SEE DESCRIPTION  NGS
 HV5478  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5478  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5478
 HV5478                          STATION DESCRIPTION
 HV5478
 HV5478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5478'THIS IS A FIRST-ORDER STATION LOCATED IN THE CHURCHYARD OF
 HV5478'THE FLECHERS CHAPEL METHODIST EPISCOPAL CHURCH, 60 FEET NW OF THE
 HV5478'NW CORNER OF THE CHURCH, 13 PACES W OF THE TOP OF THE ROAD BANK,
 HV5478'26 METERS SE OF THE NE CORNER OF THE GRAVE YARD IN A CLEARED
 HV5478'SPACE BETWEEN TWO SMALL GROVES OF TREES.  IT LOOKS AS IF IT
 HV5478'USED TO BE THE OLD ROAD LEADING INTO THE CHURCH, MARK IS
 HV5478'FLUSH.
 HV5478'
 HV5478'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5478'BRONZE DISKS SET IN CONCRETE.
 HV5478'
 HV5478'REFERENCE MARK NO. 1 IS LOCATED 115.90 FEET E OF THE STATION,
 HV5478'13 PACES NE OF THE CENTER LINE OF THE ROAD, 25 PACES S OF A
 HV5478'LONE OAK STANDING IN A TRIANGLE FORMED BY THE ROADS FORKING.
 HV5478'MARK PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS LOCATED 78.10
 HV5478'FEET IN THE BOTTOM STEP OF THE SIDE DOOR OF THE CHURCH.
 HV5478'REFERENCE MARK NO. 3 IS LOCATED 1-1/4 MILES N OF THE STATION
 HV5478'IN THE CORNER OF THE FENCE ON THE E SIDE OF THE LANE, 2 FEET
 HV5478'NW OF THE ONE FENCE, AND 21 PACES SE OF SE CORNER OF IMPLEMENT
 HV5478'SHED, APPROXIMATELY 50 YARDS, S OF SW CORNER OF ALEXANDER
 HV5478'WILLIAMS STORE, APPROXIMATELY 30 YARDS E OF THE CENTER LINE
 HV5478'OF THE DIRT ROAD.  MARK PROJECTS 6 INCHES.
 HV5478'
 HV5478'TO REACH FROM S END OF THE BRIDGE IN FREDERICKSBURG, GO E
 HV5478'0.4 MILE TO A LEFT FORK WITH A SIGN (WHITE OAK), TURN LEFT AND GO
 HV5478'5.6 MILES TO A T-ROAD LEFT, CONTINUE 0.1 MILE TO A T-ROAD RIGHT
 HV5478'AT A STORE AND FILLING STATION, THENCE 2.9 MILES TO THE FLECHER
 HV5478'CHAPEL AND STATION.
 HV5478'
 HV5478'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5478
 HV5478                          STATION RECOVERY (1978)
 HV5478
 HV5478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HV5478'THE STATION MARK, RM 2 WERE RECOVERED IN GOOD CONDITION, RM 1 HAS
 HV5478'BEEN DESTROYED BY ROAD CONSTRUCTION.  A THROUGH SEARCH WAS MADE FOR
 HV5478'RM 3 BUT IT WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN
 HV5478'DESTROYED BY THE CONSTRUCTION OF A TRAILER COURT.  THE STATION MARK
 HV5478'WAS DESTROYED AT THIS TIME TO MAKE WAY FOR A NEW PARKING LOT
 HV5478'AT THE CHURCH.  CHAPEL 2 REFERENCE MARKS 4 AND 5 AND AN
 HV5478'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 HV5478'
 HV5478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FREDERICKSBURG,
 HV5478'9 MILES.
 HV5478
 HV5478                          STATION RECOVERY (1999)
 HV5478
 HV5478'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5478'MARK NOT FOUND.
 HV5478
 HV5478                          STATION RECOVERY (2003)
 HV5478
 HV5478'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5478'PLEASE SEE GV5483 CHAPEL 2. RM 2 FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5483 ***********************************************************************
 HV5483  DESIGNATION -  CHAPEL 2
 HV5483  PID         -  HV5483
 HV5483  STATE/COUNTY-  VA/KING GEORGE
 HV5483  USGS QUAD   -  PASSAPATANZY (1982)
 HV5483
 HV5483                         *CURRENT SURVEY CONTROL
 HV5483  ___________________________________________________________________
 HV5483* NAD 83(1993)-  38 17 48.27156(N)    077 18 54.28573(W)     ADJUSTED  
 HV5483* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 HV5483  ___________________________________________________________________
 HV5483  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HV5483  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV5483
 HV5483  HORZ ORDER  -  SECOND
 HV5483
 HV5483.The horizontal coordinates were established by classical geodetic methods
 HV5483.and adjusted by the National Geodetic Survey in November 1994..
 HV5483.No horizontal observational check was made to the station.
 HV5483
 HV5483.The orthometric height was scaled from a topographic map.
 HV5483
 HV5483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5483
 HV5483.The geoid height was determined by GEOID03.
 HV5483
 HV5483;                    North         East     Units Scale Factor Converg.
 HV5483;SPC VA N     - 2,070,605.858 3,603,647.114   MT  0.99996396   +0 44 22.3
 HV5483;SPC VA N     - 6,793,312.72 11,822,965.57   sFT  0.99996396   +0 44 22.3
 HV5483;SPC VA S     - 1,218,555.504 3,603,658.979   MT  1.00007693   +0 43 09.0
 HV5483;SPC VA S     - 3,997,877.52 11,823,004.50   sFT  1.00007693   +0 43 09.0
 HV5483;UTM  18      - 4,241,275.528   297,551.077   MT  1.00010478   -1 26 06.8
 HV5483
 HV5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5483!SPC VA N     -   1.00000218  x   0.99996396  =   0.99996614
 HV5483!SPC VA S     -   1.00000218  x   1.00007693  =   1.00007911
 HV5483!UTM  18      -   1.00000218  x   1.00010478  =   1.00010696
 HV5483
 HV5483|---------------------------------------------------------------------|
 HV5483| PID    Reference Object                     Distance      Geod. Az  |
 HV5483|                                                           dddmmss.s |
 HV5483| HV5478 CHAPEL                               54.922 METERS 00906     |
 HV5483| DC6125 CHAPEL 2 RM 4                         4.974 METERS 09512     |
 HV5483| HV5484 CHAPEL 2 AZ MK                      179.340 METERS 18906     |
 HV5483| DC6126 CHAPEL 2 RM 5                        26.232 METERS 34004     |
 HV5483|---------------------------------------------------------------------|
 HV5483
 HV5483                          SUPERSEDED SURVEY CONTROL
 HV5483
 HV5483  NAD 83(1993)-  38 17 48.27430(N)    077 18 54.29939(W) AD(       ) 2
 HV5483  NAD 83(1986)-  38 17 48.27219(N)    077 18 54.29954(W) AD(       ) 2
 HV5483  NAD 27      -  38 17 47.81313(N)    077 18 55.36725(W) AD(       ) 2
 HV5483
 HV5483.Superseded values are not recommended for survey control.
 HV5483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5483.See file dsdata.txt to determine how the superseded data were derived.
 HV5483
 HV5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9755141276(NAD 83)
 HV5483_MARKER: DS = TRIANGULATION STATION DISK
 HV5483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5483+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV5483
 HV5483  HISTORY     - Date     Condition        Report By
 HV5483  HISTORY     - 1978     MONUMENTED       NGS
 HV5483  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5483  HISTORY     - 20031209 GOOD             USPSQD
 HV5483
 HV5483                          STATION DESCRIPTION
 HV5483
 HV5483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HV5483'THE STATION IS ABOUT 9 MILES EAST OF FREDERICKSBURG, 0.3 MILE EAST
 HV5483'OF PASSAPATANZY ON THE PROPERTY OF MR. W.A. HENDERSON JR. AT THE
 HV5483'SOUTH EDGE OF THE FLECHERS CHAPEL METHODIST CHURCH YARD.  THIS
 HV5483'STATION REPLACE STATION CHAPEL 1934.
 HV5483'
 HV5483'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 3 AND 218 AT THE EAST
 HV5483'EDGE OF FREDERICKSBURG, GO EASTERLY ON HIGHWAY 218 FOR 4.8 MILES
 HV5483'TO THE WHITE OAKS ELEMENTARY SCHOOL ON THE LEFT.  CONTINUE EASTERLY
 HV5483'ON HIGHWAY 218 FOR 3.5 MILES TO COUNTY ROAD 603 AND THE CHURCH
 HV5483'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 603 FOR 0.05 MILE TO
 HV5483'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 HV5483'STATION, GO SOUTH ON COUNTY ROAD 603 FOR 0.15 MILE TO A CURVE IN
 HV5483'THE ROAD AND THE MARK ON THE RIGHT AT THE HOME OF MR. W.A.
 HV5483'HENDERSON ON THE RIGHT.
 HV5483'
 HV5483'THE STATION MARK, STAMPED CHAPEL 2 1978, SET IN THE TOP OF A 12 INCH
 HV5483'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 90.7 FEET
 HV5483'SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 43.8 FEET WEST OF
 HV5483'THE CENTER LINE OF COUNTY ROAD 603, 23.7 FEET SOUTH OF A CONCRETE
 HV5483'WELL HOUSING, 23.6 FEET WEST OF A METAL WITNESS POST AND 19.6
 HV5483'FEET WEST OF UTILITY POLE NUMBER 61.
 HV5483'
 HV5483'REFERENCE MARK 4, STAMPED CHAPEL 2 NO 4 1978, IS A STANDARD DISK
 HV5483'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HV5483'WITH THE GROUND.  IT IS 92 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HV5483'THE CHURCH, 26.5 FEET WEST OF THE CENTERLINE OF ROUTE 603, 7.6
 HV5483'FEET WEST-NORTHWEST OF THE WITNESS POST AND 3.5 FEET WEST OF THE
 HV5483'UTILITY POLE.
 HV5483'
 HV5483'REFERENCE MARK 5, STAMPED CHAPEL 2 NO 5 1978, IS A STANDARD DISK
 HV5483'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF THE NORTH ENTRANCE TO
 HV5483'THE CHURCH.
 HV5483'
 HV5483'REFERENCE MARK 2, STAMPED CHAPEL NO 2 1934, IS A STANDARD DISK
 HV5483'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF THE NORTH ENTRANCE
 HV5483'TO THE CHURCH.  THIS MARK WILL NOT SEE CHAPEL 2 1978.
 HV5483'
 HV5483'THE AZIMUTH MARK, STAMPED CHAPEL 2 1978, IS A STANDARD DISK SET IN
 HV5483'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV5483'GROUND.  IT IS 93.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HV5483'HOME OF MR. W. A. HENDERSON, 23 FEET SOUTH-SOUTHWEST OF A
 HV5483'TELEPHONE JUNCTION BOX, 2.3 FEET WEST OF UTILITY POLE NUMBER 59
 HV5483'AND ON THE PROPERTY OF MR. HENDERSON.
 HV5483
 HV5483                          STATION RECOVERY (1999)
 HV5483
 HV5483'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5483'MARK NOT FOUND.
 HV5483
 HV5483                          STATION RECOVERY (2003)
 HV5483
 HV5483'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5483'MARK IS 5.9FT WEST OF UTILITY POLE 0382-2L, AND 4 INCHES BELOW GOUND
 HV5483'LEVEL. RM5 AND AZ FOUND IN GOOD CONDITION.
 HV5483'RM4 WAS NOT FOUND HOWEVER WE THINK RM4 SHOULD BE DELETED FROM THE
 HV5483'DESCRIPTION BECAUSE IT IS DESCRIBED AS BEING IN THE SAME LOCATION AS
 HV5483'THR STATION CHAPEL 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5484 ***********************************************************************
 HV5484  DESIGNATION -  CHAPEL 2 AZ MK
 HV5484  PID         -  HV5484
 HV5484  STATE/COUNTY-  VA/KING GEORGE
 HV5484  USGS QUAD   -  PASSAPATANZY (1982)
 HV5484
 HV5484                         *CURRENT SURVEY CONTROL
 HV5484  ___________________________________________________________________
 HV5484* NAD 83(1993)-  38 17 42.52851(N)    077 18 55.45349(W)     ADJUSTED  
 HV5484* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 HV5484  ___________________________________________________________________
 HV5484  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 HV5484  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV5484
 HV5484  HORZ ORDER  -  THIRD
 HV5484
 HV5484.The horizontal coordinates were established by classical geodetic methods
 HV5484.and adjusted by the National Geodetic Survey in November 1994..
 HV5484.No horizontal observational check was made to the station.
 HV5484
 HV5484.The orthometric height was scaled from a topographic map.
 HV5484
 HV5484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5484
 HV5484.The geoid height was determined by GEOID03.
 HV5484
 HV5484;                    North         East     Units Scale Factor Converg.
 HV5484;SPC VA N     - 2,070,428.432 3,603,621.026   MT  0.99996412   +0 44 21.6
 HV5484;SPC VA N     - 6,792,730.61 11,822,879.98   sFT  0.99996412   +0 44 21.6
 HV5484;SPC VA S     - 1,218,378.067 3,603,632.825   MT  1.00007648   +0 43 08.3
 HV5484;SPC VA S     - 3,997,295.37 11,822,918.69   sFT  1.00007648   +0 43 08.3
 HV5484;UTM  18      - 4,241,099.195   297,518.271   MT  1.00010494   -1 26 07.3
 HV5484
 HV5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5484!SPC VA N     -   1.00000233  x   0.99996412  =   0.99996645
 HV5484!SPC VA S     -   1.00000233  x   1.00007648  =   1.00007881
 HV5484!UTM  18      -   1.00000233  x   1.00010494  =   1.00010727
 HV5484
 HV5484                          SUPERSEDED SURVEY CONTROL
 HV5484
 HV5484  NAD 83(1993)-  38 17 42.53125(N)    077 18 55.46715(W) AD(       ) 3
 HV5484  NAD 83(1986)-  38 17 42.52914(N)    077 18 55.46728(W) AD(       ) 3
 HV5484  NAD 27      -  38 17 42.07001(N)    077 18 56.53490(W) AD(       ) 3
 HV5484
 HV5484.Superseded values are not recommended for survey control.
 HV5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5484.See file dsdata.txt to determine how the superseded data were derived.
 HV5484
 HV5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9751841099(NAD 83)
 HV5484_MARKER: DZ = AZIMUTH MARK DISK
 HV5484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5484+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV5484
 HV5484  HISTORY     - Date     Condition        Report By
 HV5484  HISTORY     - 1978     MONUMENTED       NGS
 HV5484  HISTORY     - 19990110 GOOD             USPSQD
 HV5484  HISTORY     - 20031209 GOOD             USPSQD
 HV5484
 HV5484                          STATION DESCRIPTION
 HV5484
 HV5484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HV5484'THE STATION IS ABOUT 9 MILES EAST OF FREDERICKSBURG, 0.3 MILE EAST
 HV5484'OF PASSAPATANZY.
 HV5484'
 HV5484'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 3 AND 218 AT THE EAST
 HV5484'EDGE OF FREDERICKSBURG, GO EASTERLY ON HIGHWAY 218 FOR 4.8 MILES TO
 HV5484'THE WHITE OAKS ELEMENTARY SCHOOL ON THE LEFT.  CONTINUE EASTERLY ON
 HV5484'HIGHWAY 218 FOR 3.5 MILES TO COUNTY ROAD 603 AND THE CHURCH ON THE
 HV5484'RIGHT.  TURN RIGHT AND GO SOUTH ON 603 FOR 0.05 MILE TO THE
 HV5484'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 HV5484'GO SOUTH ON COUNTY ROAD 603 FOR 0.15 MILE TO A CURVE IN THE ROAD
 HV5484'AND THE MARK ON THE RIGHT AT THE HOME OF MR. W.A. HENDERSON ON THE
 HV5484'RIGHT.
 HV5484'
 HV5484'THE AZIMUTH MARK, STAMPED CHAPEL 2 1978, IS A STANDARD DISK SET IN
 HV5484'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV5484'GROUND.  IT IS 93.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HV5484'HOME OF MR. W.A. HENDERSON, 23 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 HV5484'JUNCTION BOX, 2.3 FEET WEST OF UTILITY POLE NUMBER 59 AND ON THE
 HV5484'PROPERTY OF MR. HENDERSON.
 HV5484
 HV5484                          STATION RECOVERY (1999)
 HV5484
 HV5484'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5484'RECOVERED IN GOOD CONDITION.
 HV5484
 HV5484                          STATION RECOVERY (2003)
 HV5484
 HV5484'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5484'MARK IS 1.9FT NORTH OF ELECTIC POLE 0382-4L
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3767 ***********************************************************************
 FY3767  DESIGNATION -  CHAPORT
 FY3767  PID         -  FY3767
 FY3767  STATE/COUNTY-  VA/MECKLENBURG
 FY3767  USGS QUAD   -  WYLLIESBURG (1968)
 FY3767
 FY3767                         *CURRENT SURVEY CONTROL
 FY3767  ___________________________________________________________________
 FY3767* NAD 83(1993)-  36 47 31.01537(N)    078 30 07.74047(W)     ADJUSTED  
 FY3767* NAVD 88     -       152.3    (meters)     500.     (feet)  VERTCON   
 FY3767  ___________________________________________________________________
 FY3767  X           -   1,019,369.889 (meters)                     COMP
 FY3767  Y           -  -5,011,325.670 (meters)                     COMP
 FY3767  Z           -   3,799,000.965 (meters)                     COMP
 FY3767  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FY3767  ELLIP HEIGHT-         120.88  (meters)          (09/08/95) GPS OBS
 FY3767  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY3767
 FY3767  HORZ ORDER  -  THIRD
 FY3767  ELLP ORDER  -  FOURTH    CLASS II
 FY3767
 FY3767.This mark is at Chase City Airport (CXE)
 FY3767
 FY3767.The horizontal coordinates were established by GPS observations
 FY3767.and adjusted by the National Geodetic Survey in September 1995..
 FY3767
 FY3767.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3767
 FY3767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3767
 FY3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3767
 FY3767.The ellipsoidal height was determined by GPS observations
 FY3767.and is referenced to NAD 83.
 FY3767
 FY3767.The geoid height was determined by GEOID03.
 FY3767
 FY3767;                    North         East     Units Scale Factor Converg.
 FY3767;SPC VA S     - 1,050,894.643 3,499,808.094   MT  0.99999551   -0 00 04.7
 FY3767;SPC VA S     - 3,447,810.17 11,482,287.06   sFT  0.99999551   -0 00 04.7
 FY3767;UTM  17      - 4,074,703.633   722,873.053   MT  1.00021199   +1 29 47.8
 FY3767
 FY3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3767!SPC VA S     -   0.99998103  x   0.99999551  =   0.99997654
 FY3767!UTM  17      -   0.99998103  x   1.00021199  =   1.00019302
 FY3767
 FY3767:                Primary Azimuth Mark                     Grid Az
 FY3767:SPC VA S     -  CHAPORT AZ MK                            171 52 53.4
 FY3767:UTM  17      -  CHAPORT AZ MK                            170 23 00.9
 FY3767
 FY3767|---------------------------------------------------------------------|
 FY3767| PID    Reference Object                     Distance      Geod. Az  |
 FY3767|                                                           dddmmss.s |
 FY3767| FY3770 CHAPORT AZ MK                       APPROX. 0.8 KM 1715248.7 |
 FY3767|---------------------------------------------------------------------|
 FY3767
 FY3767                          SUPERSEDED SURVEY CONTROL
 FY3767
 FY3767  NAD 83(1993)-  36 47 31.01624(N)    078 30 07.73797(W) AD(       ) 3
 FY3767  ELLIP H (01/27/92)  120.87   (m)                       GP(       ) 4 1
 FY3767  NAD 83(1986)-  36 47 31.01642(N)    078 30 07.74817(W) AD(       ) 3
 FY3767  NAD 27      -  36 47 30.50299(N)    078 30 08.76765(W) AD(       ) 3
 FY3767  NGVD 29 (03/22/89)  152.6    (m)          501.     (f) GPS OBS        
 FY3767
 FY3767.Superseded values are not recommended for survey control.
 FY3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3767.See file dsdata.txt to determine how the superseded data were derived.
 FY3767
 FY3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2287374704(NAD 83)
 FY3767_MARKER: DH = HORIZONTAL CONTROL DISK
 FY3767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3767_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3767+STABILITY: SURFACE MOTION
 FY3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3767+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FY3767
 FY3767  HISTORY     - Date     Condition        Report By
 FY3767  HISTORY     - 1987     MONUMENTED       NGS
 FY3767  HISTORY     - 1988     GOOD             NGS
 FY3767  HISTORY     - 20020522 GOOD             VADOT
 FY3767  HISTORY     - 20051019 GOOD             USPSQD
 FY3767
 FY3767                          STATION DESCRIPTION
 FY3767
 FY3767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FY3767'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 FY3767'NORTHEAST OF SOUTH BOSTON, 3.2 KM (2.0 MI) SOUTHWEST OF CHASE CITY
 FY3767'AND ON THE CHASE CITY MUNICIPAL AIRPORT.
 FY3767'OWNERSHIP--TOWN OF CHASE CITY, CITY MANAGER, 319 NORTH MAIN STREET,
 FY3767'CHASE CITY VA 23924, PH 804-372-5136.
 FY3767'
 FY3767'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 92, 49
 FY3767'AND 47 IN CHASE CITY, GO WEST ON STATE HIGHWAY 92 FOR 3.2 KM (2.1
 FY3767'MI) TO STATE ROUTE 600, BEAR LEFT AND FOLLOW ROUTE 600 FOR 0.7 KM
 FY3767'(0.45 MI) TO STATE ROUTE 817.  TURN LEFT AND GO SOUTHERLY ON
 FY3767'HIGHWAY 817 FOR 0.4 KM ( 0.25 MI) TO THE AIRPORT AND A GATE.  PASS
 FY3767'THRU THE GATE AND GO EAST FOR 0.1 KM (0.05 MI) TO THE STATION ON
 FY3767'THE LEFT.
 FY3767'
 FY3767'THE STATION IS A STANDARD NGS DISK
 FY3767'STAMPED---CHAPORT 1986---,
 FY3767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3767'32 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 FY3767'29.4 METERS (96.5 FT) EAST FROM THE EDGE OF HANGAR PAD PAVEMENT,
 FY3767'16.7 METERS (54.8 FT) WEST FROM THE CENTERLINE OF RUNWAY,
 FY3767'15.4 METERS (50.5 FT) EAST FROM THE CENTER OF THE NORTH END OF A
 FY3767'PIPE CULVERT,
 FY3767'10.4 METERS (34.1 FT) NORTH FROM THE CENTERLINE OF TAXIWAY, AND
 FY3767'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FY3767'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3767'STAMPED---CHAPORT 1986---,
 FY3767'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FY3767'
 FY3767'THE AZIMUTH MARK IS A STANDARD NGS DISK
 FY3767'STAMPED---CHAPORT 1986---,
 FY3767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3767'33 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 FY3767'22.6 METERS (74.1 FT) EAST FROM THE CENTERLINE OF RUNWAY,
 FY3767'16.2 METERS (53.1 FT) WEST FROM A BARB-WIRE FENCE,
 FY3767'9.25 METERS (30.3 FT) WEST FROM A WIND SOCK POST, AND
 FY3767'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FY3767'TO REACH THE AZIMUTH FROM THE STATION,
 FY3767'GO SOUTH FOR 0.8 KM (0.5 MI) ON THE RUNWAY TO THE MARK ON THE LEFT.
 FY3767'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3767'STAMPED---CHAPORT 1986---,
 FY3767'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FY3767'
 FY3767'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FY3767'1987.
 FY3767'
 FY3767'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FY3767'
 FY3767'DESCRIBED BY H.D. MCKINNEY.
 FY3767
 FY3767                          STATION RECOVERY (1988)
 FY3767
 FY3767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 FY3767'THE STATION WAS RECOVERED AT THIS DATE.
 FY3767'AS DESCRIBED IN 1987.
 FY3767'
 FY3767'TYPED BY R.L. ZURFLUH.
 FY3767
 FY3767                          STATION RECOVERY (2002)
 FY3767
 FY3767'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 FY3767'RECOVERED IN GOOD CONDITION.
 FY3767
 FY3767                          STATION RECOVERY (2005)
 FY3767
 FY3767'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY3767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3770 ***********************************************************************
 FY3770  DESIGNATION -  CHAPORT AZ MK
 FY3770  PID         -  FY3770
 FY3770  STATE/COUNTY-  VA/MECKLENBURG
 FY3770  USGS QUAD   -  WYLLIESBURG (1968)
 FY3770
 FY3770                         *CURRENT SURVEY CONTROL
 FY3770  ___________________________________________________________________
 FY3770* NAD 83(1993)-  36 47 04.96381(N)    078 30 03.11952(W)     ADJUSTED  
 FY3770* NAVD 88     -       147.6    (meters)     484.     (feet)  VERTCON   
 FY3770  ___________________________________________________________________
 FY3770  X           -   1,019,577.274 (meters)                     COMP
 FY3770  Y           -  -5,011,770.384 (meters)                     COMP
 FY3770  Z           -   3,798,354.970 (meters)                     COMP
 FY3770  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FY3770  ELLIP HEIGHT-         116.13  (meters)          (09/08/95) GPS OBS
 FY3770  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY3770
 FY3770  HORZ ORDER  -  THIRD
 FY3770  ELLP ORDER  -  FOURTH    CLASS II
 FY3770
 FY3770.This mark is at Chase City Airport (CXE)
 FY3770
 FY3770.The horizontal coordinates were established by GPS observations
 FY3770.and adjusted by the National Geodetic Survey in September 1995..
 FY3770
 FY3770.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3770
 FY3770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3770
 FY3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3770
 FY3770.The ellipsoidal height was determined by GPS observations
 FY3770.and is referenced to NAD 83.
 FY3770
 FY3770.The geoid height was determined by GEOID03.
 FY3770
 FY3770;                    North         East     Units Scale Factor Converg.
 FY3770;SPC VA S     - 1,050,091.578 3,499,922.652   MT  0.99999677   -0 00 01.9
 FY3770;SPC VA S     - 3,445,175.45 11,482,662.90   sFT  0.99999677   -0 00 01.9
 FY3770;UTM  17      - 4,073,903.664   723,008.592   MT  1.00021273   +1 29 49.6
 FY3770
 FY3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3770!SPC VA S     -   0.99998178  x   0.99999677  =   0.99997855
 FY3770!UTM  17      -   0.99998178  x   1.00021273  =   1.00019450
 FY3770
 FY3770:                Primary Azimuth Mark                     Grid Az
 FY3770:SPC VA S     -  CHAPORT                                  351 52 53.3
 FY3770:UTM  17      -  CHAPORT                                  350 23 01.8
 FY3770
 FY3770|---------------------------------------------------------------------|
 FY3770| PID    Reference Object                     Distance      Geod. Az  |
 FY3770|                                                           dddmmss.s |
 FY3770| FY3767 CHAPORT                             APPROX. 0.8 KM 3515251.4 |
 FY3770|---------------------------------------------------------------------|
 FY3770
 FY3770                          SUPERSEDED SURVEY CONTROL
 FY3770
 FY3770  NAD 83(1993)-  36 47 04.96468(N)    078 30 03.11701(W) AD(       ) 3
 FY3770  NAD 83(1986)-  36 47 04.96484(N)    078 30 03.12721(W) AD(       ) 3
 FY3770  NAD 27      -  36 47 04.45141(N)    078 30 04.14666(W) AD(       ) 3
 FY3770  NGVD 29 (03/22/89)  147.8    (m)          485.     (f) GPS OBS        
 FY3770
 FY3770.Superseded values are not recommended for survey control.
 FY3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3770.See file dsdata.txt to determine how the superseded data were derived.
 FY3770
 FY3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2300973904(NAD 83)
 FY3770_MARKER: DZ = AZIMUTH MARK DISK
 FY3770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3770_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3770+STABILITY: SURFACE MOTION
 FY3770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3770+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FY3770
 FY3770  HISTORY     - Date     Condition        Report By
 FY3770  HISTORY     - 1987     MONUMENTED       NGS
 FY3770  HISTORY     - 20020522 GOOD             VADOT
 FY3770  HISTORY     - 20051019 GOOD             USPSQD
 FY3770
 FY3770                          STATION DESCRIPTION
 FY3770
 FY3770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FY3770'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 FY3770'NORTHEAST OF SOUTH BOSTON, 3.2 KM (2.0 MI) SOUTHWEST OF CHASE CITY
 FY3770'AND ON THE CHASE CITY MUNICIPAL AIRPORT.
 FY3770'OWNERSHIP--TOWN OF CHASE CITY, CITY MANAGER, 319 NORTH MAIN STREET,
 FY3770'CHASE CITY VA 23924, PH 804-372-5136.
 FY3770'
 FY3770'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 92, 49
 FY3770'AND 47 IN CHASE CITY, GO WEST ON STATE HIGHWAY 92 FOR 3.2 KM (2.1
 FY3770'MI) TO STATE ROUTE 600, BEAR LEFT AND FOLLOW ROUTE 600 FOR 0.7 KM
 FY3770'(0.45 MI) TO STATE ROUTE 817.  TURN LEFT AND GO SOUTHERLY ON
 FY3770'HIGHWAY 817 FOR 0.4 KM (0.25 MI) TO THE AIRPORT AND A GATE.  PASS
 FY3770'THRU THE GATE AND GO EAST FOR 0.1 KM (0.05 MI) TO STATION CHAPORT
 FY3770'ON THE LEFT.  TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.8 KM (0.5
 FY3770'MI) TO THE STATION ON THE LEFT.
 FY3770'
 FY3770'THE STATION IS A STANDARD NGS DISK
 FY3770'STAMPED---CHAPORT 1986---,
 FY3770'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3770'33 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 FY3770'22.6 METERS (74.1 FT) EAST FROM THE CENTERLINE OF RUNWAY,
 FY3770'16.2 METERS (53.1 FT) WEST FROM A BARB-WIRE FENCE,
 FY3770'9.25 METERS (30.3 FT) WEST FROM A WIND SOCK POST, AND
 FY3770'0.4 METERS (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 FY3770'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3770'STAMPED---CHAPORT 1986---,
 FY3770'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FY3770'
 FY3770'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FY3770'1987.
 FY3770'
 FY3770'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FY3770'
 FY3770'DESCRIBED BY H.D. MCKINNEY.
 FY3770
 FY3770                          STATION RECOVERY (2002)
 FY3770
 FY3770'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 FY3770'RECOVERED IN GOOD CONDITION.
 FY3770
 FY3770                          STATION RECOVERY (2005)
 FY3770
 FY3770'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY3770'NEW DESCRIPTION = MARK IS SET IN THE TOP OF CONCRETE MOUMENT LEVEL
 FY3770'WITH THE GROUND.  LOCATED 74.1 FEET EAST OF CENTERLINE OF THE RUNWAY,
 FY3770'AND 53.1FT WEST FROM A BARB WIRE FENSE1.3FT NORTH FROM A FIBERGLASS
 FY3770'WITNESS POST AND 30.3FT WEST FROM A WIND SOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1749 ***********************************************************************
 GV1749  DESIGNATION -  CHARLES
 GV1749  PID         -  GV1749
 GV1749  STATE/COUNTY-  VA/CHARLES CITY
 GV1749  USGS QUAD   -  CHARLES CITY (1987)
 GV1749
 GV1749                         *CURRENT SURVEY CONTROL
 GV1749  ___________________________________________________________________
 GV1749* NAD 83(1993)-  37 20 21.61433(N)    077 03 20.53632(W)     ADJUSTED  
 GV1749* NAVD 88     -        22.664  (meters)      74.36   (feet)  ADJUSTED  
 GV1749  ___________________________________________________________________
 GV1749  X           -   1,137,318.147 (meters)                     COMP
 GV1749  Y           -  -4,948,209.656 (meters)                     COMP
 GV1749  Z           -   3,847,395.419 (meters)                     COMP
 GV1749  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 GV1749  ELLIP HEIGHT-         -11.56  (meters)          (06/04/02) GPS OBS
 GV1749  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 GV1749  DYNAMIC HT  -          22.648 (meters)      74.30  (feet)  COMP
 GV1749  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1749
 GV1749  HORZ ORDER  -  FIRST
 GV1749  VERT ORDER  -  SECOND    CLASS 0
 GV1749  ELLP ORDER  -  FOURTH    CLASS II
 GV1749
 GV1749.The horizontal coordinates were established by classical geodetic methods
 GV1749.and adjusted by the National Geodetic Survey in September 1995..
 GV1749
 GV1749.The orthometric height was determined by differential leveling
 GV1749.and adjusted by the National Geodetic Survey in June 1991..
 GV1749
 GV1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV1749
 GV1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1749
 GV1749.The ellipsoidal height was determined by GPS observations
 GV1749.and is referenced to NAD 83.
 GV1749
 GV1749.The geoid height was determined by GEOID03.
 GV1749
 GV1749.The dynamic height is computed by dividing the NAVD 88
 GV1749.geopotential number by the normal gravity value computed on the
 GV1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1749.degrees latitude (g = 980.6199 gals.).
 GV1749
 GV1749.The modeled gravity was interpolated from observed gravity values.
 GV1749
 GV1749;                    North         East     Units Scale Factor Converg.
 GV1749;SPC VA S     - 1,112,619.928 3,627,973.632   MT  0.99994552   +0 52 35.7
 GV1749;SPC VA S     - 3,650,320.55 11,902,776.82   sFT  0.99994552   +0 52 35.7
 GV1749;UTM  18      - 4,134,499.165   317,897.106   MT  1.00000850   -1 14 49.9
 GV1749
 GV1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1749!SPC VA S     -   1.00000181  x   0.99994552  =   0.99994733
 GV1749!UTM  18      -   1.00000181  x   1.00000850  =   1.00001031
 GV1749
 GV1749|---------------------------------------------------------------------|
 GV1749| PID    Reference Object                     Distance      Geod. Az  |
 GV1749|                                                           dddmmss.s |
 GV1749| GV1750 CHARLES RM 1                         24.436 METERS 05319     |
 GV1749| GV1752 CHARLES RM 2                                       1160527.9 |
 GV1749| GV1751 CHARLES RM 3                         22.339 METERS 16449     |
 GV1749|---------------------------------------------------------------------|
 GV1749
 GV1749                          SUPERSEDED SURVEY CONTROL
 GV1749
 GV1749  ELLIP H (09/08/95)  -11.30   (m)                       GP(       ) 4 2
 GV1749  NAD 83(1993)-  37 20 21.61480(N)    077 03 20.53795(W) AD(       ) 1
 GV1749  ELLIP H (11/14/94)  -11.29   (m)                       GP(       ) 4 2
 GV1749  NAD 83(1986)-  37 20 21.61837(N)    077 03 20.55393(W) AD(       ) 1
 GV1749  NAD 27      -  37 20 21.08700(N)    077 03 21.66500(W) AD(       ) 1
 GV1749  NGVD 29 (??/??/??)   22.991  (m)           75.43   (f) ADJUSTED    2 0
 GV1749
 GV1749.Superseded values are not recommended for survey control.
 GV1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1749.See file dsdata.txt to determine how the superseded data were derived.
 GV1749
 GV1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1789734499(NAD 83)
 GV1749_MARKER: DD = SURVEY DISK
 GV1749_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV1749_SP_SET: SURROUNDED BY MASS OF CONCRETE
 GV1749_STAMPING: CHARLES 1932
 GV1749_MARK LOGO: CGS   
 GV1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1749+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV1749
 GV1749  HISTORY     - Date     Condition        Report By
 GV1749  HISTORY     - 1932     MONUMENTED       CGS
 GV1749  HISTORY     - 1934     GOOD             CGS
 GV1749  HISTORY     - 1942     GOOD             CGS
 GV1749  HISTORY     - 1961     GOOD             CGS
 GV1749  HISTORY     - 19900314 GOOD             NOS
 GV1749  HISTORY     - 19910417 GOOD             NOS
 GV1749  HISTORY     - 19920311 GOOD             NOS
 GV1749  HISTORY     - 19960308 GOOD             USPSQD
 GV1749  HISTORY     - 20000927 GOOD             USPSQD
 GV1749  HISTORY     - 20010331 GOOD             NGS
 GV1749
 GV1749                          STATION DESCRIPTION
 GV1749
 GV1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV1749'STATION IS ABOUT 18 MILES WEST NORTHWEST OF WILLIAMSBURG
 GV1749'AND 1 MILE EAST OF CHARLES CITY COURTHOUSE ON LAND OWNED BY
 GV1749'RUSSELL BARBER.  IT IS 76 FEET SOUTHWEST OF THE SOUTHWEST
 GV1749'CORNER OF BARBERS HOUSE, 30 FEET SOUTH-SOUTHWEST OF AN 18
 GV1749'INCH WALNUT TREE, AND 45 FEET NORTHWEST OF A 15 INCH MAPLE
 GV1749'TREE.  THE MARK PROJECTS 8 INCHES ABOVE THE GROUND.
 GV1749'
 GV1749'TO REACH FROM THE INTERSECTION OF ROUTE 413 AND U.S. 60 AT
 GV1749'PROVIDENCE FORGE BY ROUTE 413 GO SOUTH 7.4 MILES TO THE
 GV1749'INTERSECTION WITH ROUTE 41, THENCE EAST ON ROUTE 41 FOR 1.0
 GV1749'MILE TO BARBERS HOUSE ON SOUTH SIDE OF ROAD AT SUMMIT OF
 GV1749'GRADE, CONTINUE PAST THIS HOUSE ABOUT 200 FEET TO A LANE
 GV1749'LEADING SOUTHWEST TO THE REAR OF BARBERS HOUSE, FOLLOW THIS
 GV1749'LANE SOUTHWEST ABOUT 300 FEET TO STATION.  A 90-FOOT TOWER
 GV1749'WILL CLEAR ALL LINES.
 GV1749'
 GV1749'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV1749'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV1749'
 GV1749'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 3 FEET WEST
 GV1749'OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE HOUSE, AND
 GV1749'24.5 FEET SOUTHEAST OF THE CENTER OF A 24-INCH OAK TREE
 GV1749'NEAR THE SOUTHEAST CORNER OF THE HOUSE.  REFERENCE MARK NO. 2
 GV1749'IS ABOUT 0.25 MILE EAST OF THE STATION ACROSS THE HIGHWAY
 GV1749'FROM A SMALL WHITE HOUSE, AND 25 FEET NORTHEAST OF THE CENTER
 GV1749'LINE OF THE HIGHWAY.  REFERENCE MARK NO. 3 IS SOUTH OF THE
 GV1749'STATION, ABOUT 100 FEET SOUTH-SOUTHWEST OF THE HOUSE, 20
 GV1749'FEET EAST-SOUTHEAST OF A 12 INCH APPLE TREE, AND 10 FEET
 GV1749'SOUTHWEST OF A 12 INCH APPLE TREE.
 GV1749
 GV1749                          STATION RECOVERY (1934)
 GV1749
 GV1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV1749'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 GV1749'TO BE IN EXCELLENT CONDITION.  DISTANCES AND DIRECTIONS
 GV1749'TO THE REFERENCE MARKS CHECKED VERY CLOSE EXCEPT THE DIRECTION
 GV1749'TO REFERENCE MARK NO. 1 WHICH WAS OUT ONE MINUTE.  STATION
 GV1749'IS ABOUT 18 MILES WEST-NORTHWEST OF WILLIAMSBURG AND 1 MILE
 GV1749'EAST OF CHARLES CITY COURTHOUSE ON LAND OWNED BY RUSSELL
 GV1749'BARBER.  IT IS 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GV1749'BARBERS HOUSE, 30 FEET SOUTH-SOUTHWEST OF AN 18 INCH WALNUT
 GV1749'TREE, AND 45 FEET NORTHWEST OF A 15 INCH MAPLE TREE.  MARK
 GV1749'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GV1749'
 GV1749'TO REACH FROM THE INTERSECTION OF ROUTE 413 (NOW ROUTE 155)
 GV1749'AND U.S. ROUTE 60 AT PROVIDENCE FORGE, FOLLOW ROUTE 155 SOUTH
 GV1749'FOR 7.0 MILES TO ITS INTERSECTION WITH ROUTE 41 (NOTE ROUTE
 GV1749'5) THENCE EAST ON ROUTE 5 FOR 1.0 MILE TO BARBERS HOUSE,
 GV1749'FOLLOW ROAD TO BARBERS HOUSE ABOUT 300 FEET TO THE STATION.
 GV1749'
 GV1749'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 GV1749'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 GV1749'
 GV1749'REFERENCE MARK NO. 1 IS 80.17 FEET NORTHEAST OF THE STATION,
 GV1749'3 FEET WEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE
 GV1749'HOUSE, AND 24.5 FEET NORTHEAST OF THE CENTER OF A 24-INCH
 GV1749'OAK TREE NEAR THE SOUTHEAST CORNER OF THE HOUSE.  MARK PROJECTS
 GV1749'6 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO.
 GV1749'2 IS 0.20 MILE EAST OF THE STATION ACROSS THE HIGHWAY FROM
 GV1749'A SMALL WHITE HOUSE, AND 25 FEET NORTHEAST OF THE CENTER
 GV1749'LINE OF THE HIGHWAY NO. 5.  MARK PROJECTS 6 INCHES ABOVE THE
 GV1749'SURFACE OF THE GROUND.  THE MARK IS VISIBLE FROM THE GROUND AT THE
 GV1749'STATION.  REFERENCE MARK NO. 3 IS 73.29 FEET SOUTH OF THE
 GV1749'STATION, ABOUT 150 FEET SOUTH-SOUTHWEST OF THE HOUSE, 20
 GV1749'FEET SOUTH-SOUTHEAST OF A 12 INCH APPLE TREE, AND 10 FEET
 GV1749'SOUTHWEST OF ANOTHER APPLE TREE.  MARK PROJECTS 6 INCHES
 GV1749'ABOVE THE SURFACE OF THE GROUND.
 GV1749'
 GV1749'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT
 GV1749'THIS STATION.
 GV1749'
 GV1749'A 90-FOOT TOWER WAS USED BUT THE LINE TO STEWART WAS COMPLETELY
 GV1749'OBSTRUCTED AND THE LINE TO MINTREE WAS GRAZING.  A HIGH
 GV1749'RIDGE OF TIMBER EXTENDS FROM WEST TO EAST OBSTRUCTING THESE
 GV1749'LINES.  THE STATION AND REFERENCE MARKS ARE STAMPED CHARLES
 GV1749'1932.
 GV1749'
 GV1749'THE ANGLE AT CHARLES FROM WALKER TO CLAREMONT CHECKED THE
 GV1749'OLD ANGLE BY 0.57 FT.
 GV1749
 GV1749                          STATION RECOVERY (1942)
 GV1749
 GV1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV1749'1934 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 GV1749'
 GV1749'15-INCH MAPLE TREE NO LONGER IN EXISTENCE AND STATION IS
 GV1749'31.8 FEET FROM FRONT OF WALNUT TREE.  THE TWO APPLE TREES
 GV1749'MENTIONED IN THE DESCRIPTION FOR REFERENCE MARK NO. 3 GONE.
 GV1749
 GV1749                          STATION RECOVERY (1961)
 GV1749
 GV1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1749'1.1 MI E FROM CHARLES CITY.
 GV1749'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 GV1749'AT CHARLES CITY, CHARLES CITY COUNTY, 225 FEET WEST OF A COUNTRY
 GV1749'CHURCH ON THE SOUTH SIDE OF THE HIGHWAY, 76 FEET SOUTH-SOUTHWEST
 GV1749'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 33 FEET SOUTH OF A
 GV1749'LONE WALNUT TREE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 GV1749'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CHARLES
 GV1749'1932 AND SET IN THE TOP OF A CONCRETE POST.
 GV1749
 GV1749                          STATION RECOVERY (1990)
 GV1749
 GV1749'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 GV1749'THE STATION IS ABOUT 16 MILES WNW OF WILLAMSBURG AND 1 MILE EAST OF
 GV1749'CHARLES CITY COURTHOUSE.
 GV1749'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 155 AND HIGHWAY
 GV1749'60 AT PROVIDENCE FORGE, FOLLOW HIGHWAY 155 SOUTH FOR 7.0 MILES TO ITS
 GV1749'INTERSECTION WITH HIGHWAY 5 THENCE EAST ON HIGHWAY 5 FOR 1.0 MILE TO A
 GV1749'HOUSE ON THE SOUTH SIDE OF THE ROAD AT SUMMIT OF GRADE, CONTINUE PAST
 GV1749'THIS HOUSE ABOUT 200 FEET TO A LANE LEADING SW ABOUT 300 FEET TO
 GV1749'STATION.
 GV1749'THE STATION IS 76 FEET SW OF THE SW CORNER OF THE HOUSE, 31.8 FEET
 GV1749'FROM A WALNUT TREE.  IT IS A STANDARD BRONZE DISK SET IN CONCRETE,
 GV1749'PROJECTING 6 INCHES ABOVE GROUND AND STAMPED---CHARLES 1933.--.
 GV1749
 GV1749                          STATION RECOVERY (1991)
 GV1749
 GV1749'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV1749'THE STATION IS LOCATED ABOUT 18 MI (28.97 KM) WNW OF WILLIAMSBURG
 GV1749'AND 1 MI (1.61 KM) EAST OF CHARLES CITY COURTHOUSE ON THE PROPERTY OF
 GV1749'RUSSELL BARBER.
 GV1749'$
 GV1749'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 155 AND U.S.
 GV1749'ROUTE 60 AT PROVIDENCE FORGE, FOLLOW ROUTE 155 SOUTH FOR 7 MI
 GV1749'(11.27 KM) TO ITS INTERSECTION WITH ROUTE 5.  FOLLOW ROUTE 5 EAST FOR
 GV1749'1 MI (1.61 KM) TO BARBERS HOUSE ON THE SOUTH SIDE OF ROAD AT THE TOP
 GV1749'OF EMBANKMENT AND STATION AS DESCRIBED.
 GV1749'$
 GV1749'THE STATION IS A STANDARD BRONZE DISK STAMPED---CHARLES
 GV1749'1932---SET IN A SQUARE CONCRETE MONUMENT AND PROJECTS 6 IN.  IT IS
 GV1749'76.0 FT (23.16 M) SW OF THE SW CORNER OF BARBERS HOUSE, 30.0 FT
 GV1749'(9.14 M) SSW OF A WALNUT TREE AND 45.0 FT (13.72 M) NORTHWEST OF A
 GV1749'MAPLE TREE.
 GV1749'$
 GV1749'DESCRIBED BY A.L. GRIMES.
 GV1749
 GV1749                          STATION RECOVERY (1992)
 GV1749
 GV1749'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GV1749'THE STATION IS LOCATED ABOUT 16 MI WEST-NORTHWEST OF WILLIAMSBURG AND
 GV1749'1 MILE EAST OF THE CHARLES CITY COURTHOUSE.
 GV1749'TO REACH THE STATION FROM THE THE INTERSECTION OF HIGHWAY 155 AND
 GV1749'HIGHWAY 60 AT PROVIDENCE FORGE, FOLLOW HIGHWAY 155 SOUTH FOR 7 MI TO
 GV1749'THE INTERSECTION WITH HIGHWAY 5, TURN LEFT ON HIGHWAY 5 AND PROCEED
 GV1749'EAST FOR 1.0 MI TO A HOUSE ON THE SOUTH SIDE OF THE ROAD AT THE SUMMIT
 GV1749'OF A GRADE, CONTINUE EAST PAST THIS HOUSE FOR ABOUT 200 FT TO A LANE
 GV1749'LEADING SOUTHWEST ABOUT 300 FT TO THE STATION AS DESCRIBED BELOW.
 GV1749'THE STATION MARK IS A STANDARD BRONZE TRIANGULATION STATION DISK SET
 GV1749'INTO THE TOP OF A LARGE CONCRETE MONUMENT PROJECTING 15 CM ABOVE
 GV1749'GROUND LEVEL.  IT IS, 76.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GV1749'LARGE COLONIAL STYLE HOUSE AND 31.8 FT FROM A LARGE WALNUT TREE.
 GV1749'DESCRIBED BY ABLERT GRIMES.
 GV1749
 GV1749                          STATION RECOVERY (1996)
 GV1749
 GV1749'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1749'RECOVERED IN GOOD CONDITION.
 GV1749
 GV1749                          STATION RECOVERY (2000)
 GV1749
 GV1749'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1749'RECOVERED IN GOOD CONDITION.
 GV1749
 GV1749                          STATION RECOVERY (2001)
 GV1749
 GV1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1749'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4152 ***********************************************************************
 GV4152  DESIGNATION -  CHARLES
 GV4152  PID         -  GV4152
 GV4152  STATE/COUNTY-  VA/YORK
 GV4152  USGS QUAD   -  POQUOSON WEST (1983)
 GV4152
 GV4152                         *CURRENT SURVEY CONTROL
 GV4152  ___________________________________________________________________
 GV4152* NAD 83(1993)-  37 09 35.01754(N)    076 24 48.44463(W)     ADJUSTED  
 GV4152* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4152  ___________________________________________________________________
 GV4152  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV4152  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 GV4152
 GV4152  HORZ ORDER  -  THIRD
 GV4152
 GV4152.The horizontal coordinates were established by classical geodetic methods
 GV4152.and adjusted by the National Geodetic Survey in September 1995..
 GV4152
 GV4152.The orthometric height was scaled from a topographic map.
 GV4152
 GV4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4152
 GV4152.The geoid height was determined by GEOID03.
 GV4152
 GV4152;                    North         East     Units Scale Factor Converg.
 GV4152;SPC VA S     - 1,093,756.462 3,685,313.483   MT  0.99995194   +1 15 58.9
 GV4152;SPC VA S     - 3,588,432.66 12,090,899.32   sFT  0.99995194   +1 15 58.9
 GV4152;UTM  18      - 4,113,526.850   374,496.250   MT  0.99979403   -0 51 14.0
 GV4152
 GV4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4152!SPC VA S     -   1.00000558  x   0.99995194  =   0.99995752
 GV4152!UTM  18      -   1.00000558  x   0.99979403  =   0.99979961
 GV4152
 GV4152:                Primary Azimuth Mark                     Grid Az
 GV4152:SPC VA S     -  LEONARD                                  131 01 09.5
 GV4152:UTM  18      -  LEONARD                                  133 08 22.4
 GV4152
 GV4152|---------------------------------------------------------------------|
 GV4152| PID    Reference Object                     Distance      Geod. Az  |
 GV4152|                                                           dddmmss.s |
 GV4152| GV4177 LEONARD                             APPROX. 0.9 KM 1321708.4 |
 GV4152| DC9078 CHARLES RM 1                         15.152 METERS 22719     |
 GV4152| DC9079 CHARLES RM 2                         18.062 METERS 31727     |
 GV4152|---------------------------------------------------------------------|
 GV4152
 GV4152                          SUPERSEDED SURVEY CONTROL
 GV4152
 GV4152  NAD 83(1986)-  37 09 35.02508(N)    076 24 48.48215(W) AD(       ) 3
 GV4152  NAD 27      -  37 09 34.49600(N)    076 24 49.66900(W) AD(       ) 3
 GV4152
 GV4152.Superseded values are not recommended for survey control.
 GV4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4152.See file dsdata.txt to determine how the superseded data were derived.
 GV4152
 GV4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7449613527(NAD 83)
 GV4152_MARKER: U = CONCRETE POST
 GV4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4152
 GV4152  HISTORY     - Date     Condition        Report By
 GV4152  HISTORY     - 1934     MONUMENTED       VACF
 GV4152  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GV4152  HISTORY     - 1943     GOOD             CGS
 GV4152  HISTORY     - 1944     GOOD             CGS
 GV4152  HISTORY     - 1954     GOOD             AMS
 GV4152  HISTORY     - 1961     GOOD             CGS
 GV4152  HISTORY     - 1968     GOOD             CGS
 GV4152
 GV4152                          STATION DESCRIPTION
 GV4152
 GV4152'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4152'ON POQUOSON RIVER, ON A LOW SANDY POINT ABOVE CHARLIE MOORES
 GV4152'HOUSE, 16 YARDS FROM MEAN HIGH WATER MARK SOUTHWEST, AND 24 YARDS
 GV4152'FROM MEAN HIGH WATER MARK SOUTHEAST.  THE STATION IS MARKED WITH
 GV4152'A CONCRETE MARKER NEARLY FLUSH WITH THE SURFACE OF THE GROUND.
 GV4152
 GV4152                          STATION RECOVERY (1934)
 GV4152
 GV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4152'IN A GRASSY FIELD ON THE WESTERN SHORE OF THE POQUOSON RIVER AND
 GV4152'DUE WEST FROM HUNTS POINT.  THE FIELD IS PART OF CHARLES MOORES
 GV4152'FARM AT THE END OF A GRAVEL ROAD LEADING EAST THROUGH DARE,
 GV4152'VIRGINIA.  THE STATION IS 348 FEET SOUTH OF A PUMP HOUSE AND 328
 GV4152'FEET SOUTHEAST FROM A NEW SHINGLED CHICKEN-HOUSE.  DISTANCES
 GV4152'TO MEAN HIGH WATER TOWARD STATIONS SPIT, HUNT 2 AND HOWARD ARE
 GV4152'40 FEET, 37 FEET AND 66 FEET RESPECTIVELY.  THE MARKER
 GV4152'CONCENTRICALLY REPLACES ONE OF THE SAME NAME PUT IN BY THE VA.
 GV4152'FISHERIES COMMISSION.  (SEE DESCRIPTION ABOVE).
 GV4152'
 GV4152'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4152'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV4152'RESPECTIVELY.
 GV4152
 GV4152                          STATION RECOVERY (1943)
 GV4152
 GV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4152'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 GV4152'FOLLOWING CHANGES--
 GV4152'
 GV4152'1.  DISTANCE TO M.H.W. TOWARD STATION SPIT IS NOW 57 FEET.
 GV4152'
 GV4152'2.  DISTANCE TO M.H.W. TOWARD STATION HUNT 2 IS NOW 56 FEET.
 GV4152'
 GV4152'3.  STATION IS 400 FEET S OF THE HOME OF MR. STEIN.
 GV4152'
 GV4152'4.  THE PUMPHOUSE IS NO LONGER IN EXISTANCE.
 GV4152'
 GV4152'ALL MEASUREMENTS TO REFERENCE MARKS AND POINTS WERE MEASURED.
 GV4152'STATION IS IN GOOD CONDITION.
 GV4152
 GV4152                          STATION RECOVERY (1944)
 GV4152
 GV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JHB)
 GV4152'THE ORIGINAL DESCRIPTION IS ADEQUATE.  NO MEASUREMENTS WERE
 GV4152'TAKEN TO THE BUILDINGS MENTIONED AND THE REFERENCE MARKS.
 GV4152
 GV4152                          STATION RECOVERY (1954)
 GV4152
 GV4152'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV4152'STATION AND REFERENCE MARKS NO. 1 AND 2 RECOVERED IN GOOD CONDITION,
 GV4152'AS DESCRIBED.  STATION IS 55 FEET W OF SHORE AND GRASS LINE, IS 60
 GV4152'FEET N OF S SHORE LINE AND PROJECTS 2 INCHES.
 GV4152
 GV4152                          STATION RECOVERY (1961)
 GV4152
 GV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLS)
 GV4152'STATION AND R.M. 1 RECOVERED AS DESCRIBED.  R.M. 2 SEARCHED
 GV4152'FOR BUT NOT FOUND.
 GV4152
 GV4152                          STATION RECOVERY (1968)
 GV4152
 GV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV4152'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GV4152'CONDITION.  THE ORIGINAL DESCRIPTION, WITH THE 1943 RECOVERY
 GV4152'NOTE BY F.L.G., IS. ADEQUATE.
 GV4152'
 GV4152'A TO REACH FOLLOWS--
 GV4152'
 GV4152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 GV4152'STATE ROUTE 621 IN GRAFTON, VIRGINIA, GO EAST ON 621 3.1 MILES
 GV4152'TO THE END OF PAVEMENT, BEAR RIGHT AROUND CURVE ON GRAVEL ROAD 0.1
 GV4152'MILE TO A TURN-AROUND, CONTINUE AHEAD APPROXIMATELY 200 FEET TO
 GV4152'WATERS EDGE, WALK LEFT ALONG WATERS EDGE APPROXIMATELY 200 FEET
 GV4152'TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1750 ***********************************************************************
 GV1750  DESIGNATION -  CHARLES RM 1
 GV1750  PID         -  GV1750
 GV1750  STATE/COUNTY-  VA/CHARLES CITY
 GV1750  USGS QUAD   -  CHARLES CITY (1987)
 GV1750
 GV1750                         *CURRENT SURVEY CONTROL
 GV1750  ___________________________________________________________________
 GV1750* NAD 83(1986)-  37 20 22.     (N)    077 03 20.     (W)     SCALED    
 GV1750* NAVD 88     -        22.567  (meters)      74.04   (feet)  ADJUSTED  
 GV1750  ___________________________________________________________________
 GV1750  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 GV1750  DYNAMIC HT  -          22.551 (meters)      73.99  (feet)  COMP
 GV1750  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1750
 GV1750  VERT ORDER  -  SECOND    CLASS 0
 GV1750
 GV1750.The horizontal coordinates were scaled from a topographic map and have
 GV1750.an estimated accuracy of +/- 6 seconds.
 GV1750
 GV1750.The orthometric height was determined by differential leveling
 GV1750.and adjusted by the National Geodetic Survey in June 1991..
 GV1750
 GV1750.The geoid height was determined by GEOID03.
 GV1750
 GV1750.The dynamic height is computed by dividing the NAVD 88
 GV1750.geopotential number by the normal gravity value computed on the
 GV1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1750.degrees latitude (g = 980.6199 gals.).
 GV1750
 GV1750.The modeled gravity was interpolated from observed gravity values.
 GV1750
 GV1750;                    North         East    Units  Estimated Accuracy
 GV1750;SPC VA S     - 1,112,630.    3,627,990.      MT  (+/- 180 meters Scaled)
 GV1750
 GV1750                          SUPERSEDED SURVEY CONTROL
 GV1750
 GV1750  NGVD 29 (??/??/??)   22.894  (m)           75.11   (f) ADJUSTED    2 0
 GV1750
 GV1750.Superseded values are not recommended for survey control.
 GV1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1750.See file dsdata.txt to determine how the superseded data were derived.
 GV1750
 GV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG179345(NAD 83)
 GV1750_MARKER: DR = REFERENCE MARK DISK
 GV1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1750_STAMPING: CHARLES NO 1 1932
 GV1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1750+STABILITY: SURFACE MOTION
 GV1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1750+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV1750
 GV1750  HISTORY     - Date     Condition        Report By
 GV1750  HISTORY     - 1932     MONUMENTED       CGS
 GV1750  HISTORY     - 1961     GOOD             CGS
 GV1750  HISTORY     - 19960308 GOOD             USPSQD
 GV1750  HISTORY     - 20000927 GOOD             USPSQD
 GV1750  HISTORY     - 20010331 GOOD             NGS
 GV1750
 GV1750                          STATION DESCRIPTION
 GV1750
 GV1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1750'1.1 MI E FROM CHARLES CITY.
 GV1750'80.5 FEET NORTHEAST OF TRIANGULATION STATION CHARLES DESCRIBED,
 GV1750'AND AT THE SOUTHEAST CORNER OF THE YARD FENCE.  A STANDARD
 GV1750'REFERENCE-MARK DISK, STAMPED CHARLES NO 1 1932 AND SET IN
 GV1750'THE TOP OF A CONCRETE POST.  NOTE-- IT IS 37 FEET SOUTHEAST
 GV1750'OF THE MOST EASTERLY CORNER OF THE PORCH AND 26 FEET SOUTHEAST
 GV1750'OF A 40-INCH OAK TREE.
 GV1750
 GV1750                          STATION RECOVERY (1996)
 GV1750
 GV1750'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1750'RECOVERED IN GOOD CONDITION.
 GV1750
 GV1750                          STATION RECOVERY (2000)
 GV1750
 GV1750'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1750'RECOVERED IN GOOD CONDITION.
 GV1750
 GV1750                          STATION RECOVERY (2001)
 GV1750
 GV1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1750'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1752 ***********************************************************************
 GV1752  DESIGNATION -  CHARLES RM 2
 GV1752  PID         -  GV1752
 GV1752  STATE/COUNTY-  VA/CHARLES CITY
 GV1752  USGS QUAD   -  CHARLES CITY (1987)
 GV1752
 GV1752                         *CURRENT SURVEY CONTROL
 GV1752  ___________________________________________________________________
 GV1752* NAD 83(1986)-  37 20 20.     (N)    077 03 12.     (W)     SCALED    
 GV1752* NAVD 88     -        21.099  (meters)      69.22   (feet)  ADJUSTED  
 GV1752  ___________________________________________________________________
 GV1752  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GV1752  DYNAMIC HT  -          21.084 (meters)      69.17  (feet)  COMP
 GV1752  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 GV1752
 GV1752  VERT ORDER  -  SECOND    CLASS 0
 GV1752
 GV1752.The horizontal coordinates were scaled from a topographic map and have
 GV1752.an estimated accuracy of +/- 6 seconds.
 GV1752
 GV1752.The orthometric height was determined by differential leveling
 GV1752.and adjusted by the National Geodetic Survey in June 1991..
 GV1752
 GV1752.The geoid height was determined by GEOID03.
 GV1752
 GV1752.The dynamic height is computed by dividing the NAVD 88
 GV1752.geopotential number by the normal gravity value computed on the
 GV1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1752.degrees latitude (g = 980.6199 gals.).
 GV1752
 GV1752.The modeled gravity was interpolated from observed gravity values.
 GV1752
 GV1752;                    North         East    Units  Estimated Accuracy
 GV1752;SPC VA S     - 1,112,570.    3,628,180.      MT  (+/- 180 meters Scaled)
 GV1752
 GV1752                          SUPERSEDED SURVEY CONTROL
 GV1752
 GV1752  NGVD 29 (??/??/??)   21.425  (m)           70.29   (f) ADJUSTED    2 0
 GV1752
 GV1752.Superseded values are not recommended for survey control.
 GV1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1752.See file dsdata.txt to determine how the superseded data were derived.
 GV1752
 GV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG181344(NAD 83)
 GV1752_MARKER: DR = REFERENCE MARK DISK
 GV1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1752_STAMPING: CHARLES NO 2 1932
 GV1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1752+STABILITY: SURFACE MOTION
 GV1752
 GV1752  HISTORY     - Date     Condition        Report By
 GV1752  HISTORY     - 1932     MONUMENTED       CGS
 GV1752  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1752  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 GV1752  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1752  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1752
 GV1752                          STATION DESCRIPTION
 GV1752
 GV1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1752'1.4 MI E FROM CHARLES CITY.
 GV1752'0.2 MILE SOUTHEAST OF TRIANGULATION STATION CHARLES DESCRIBED,
 GV1752'ON STATE HIGHWAY 5, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 GV1752'HIGHWAY, 56 FEET SOUTHEAST OF POLE 1434-4, AND 1.2 FEET SOUTHWEST
 GV1752'OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 GV1752'DISK, STAMPED CHARLES NO 2 1932 AND SET IN THE TOP OF A CONCRETE
 GV1752'POST.  NOTE-- WITNESS POINTS PLACE STATION IN NEW HIGHWAY 5.
 GV1752
 GV1752                          STATION RECOVERY (1996)
 GV1752
 GV1752'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1752'MARK NOT FOUND.
 GV1752
 GV1752                          STATION RECOVERY (2000)
 GV1752
 GV1752'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1752'MARK NOT FOUND.
 GV1752
 GV1752                          STATION RECOVERY (2001)
 GV1752
 GV1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1751 ***********************************************************************
 GV1751  DESIGNATION -  CHARLES RM 3
 GV1751  PID         -  GV1751
 GV1751  STATE/COUNTY-  VA/CHARLES CITY
 GV1751  USGS QUAD   -  CHARLES CITY (1987)
 GV1751
 GV1751                         *CURRENT SURVEY CONTROL
 GV1751  ___________________________________________________________________
 GV1751* NAD 83(1986)-  37 20 22.     (N)    077 03 20.     (W)     SCALED    
 GV1751* NAVD 88     -        22.515  (meters)      73.87   (feet)  ADJUSTED  
 GV1751  ___________________________________________________________________
 GV1751  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 GV1751  DYNAMIC HT  -          22.500 (meters)      73.82  (feet)  COMP
 GV1751  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1751
 GV1751  VERT ORDER  -  SECOND    CLASS 0
 GV1751
 GV1751.The horizontal coordinates were scaled from a topographic map and have
 GV1751.an estimated accuracy of +/- 6 seconds.
 GV1751
 GV1751.The orthometric height was determined by differential leveling
 GV1751.and adjusted by the National Geodetic Survey in June 1991..
 GV1751
 GV1751.The geoid height was determined by GEOID03.
 GV1751
 GV1751.The dynamic height is computed by dividing the NAVD 88
 GV1751.geopotential number by the normal gravity value computed on the
 GV1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1751.degrees latitude (g = 980.6199 gals.).
 GV1751
 GV1751.The modeled gravity was interpolated from observed gravity values.
 GV1751
 GV1751;                    North         East    Units  Estimated Accuracy
 GV1751;SPC VA S     - 1,112,630.    3,627,990.      MT  (+/- 180 meters Scaled)
 GV1751
 GV1751                          SUPERSEDED SURVEY CONTROL
 GV1751
 GV1751  NGVD 29 (??/??/??)   22.842  (m)           74.94   (f) ADJUSTED    2 0
 GV1751
 GV1751.Superseded values are not recommended for survey control.
 GV1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1751.See file dsdata.txt to determine how the superseded data were derived.
 GV1751
 GV1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG179345(NAD 83)
 GV1751_MARKER: DR = REFERENCE MARK DISK
 GV1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1751_STAMPING: CHARLES NO 3 1932
 GV1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1751+STABILITY: SURFACE MOTION
 GV1751
 GV1751  HISTORY     - Date     Condition        Report By
 GV1751  HISTORY     - 1932     MONUMENTED       CGS
 GV1751  HISTORY     - 1961     GOOD             CGS
 GV1751  HISTORY     - 19960308 GOOD             USPSQD
 GV1751  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1751  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1751
 GV1751                          STATION DESCRIPTION
 GV1751
 GV1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1751'1.1 MI E FROM CHARLES CITY.
 GV1751'134 FEET SOUTH-SOUTHEAST OF TRIANGULATION-STATION CHARLES
 GV1751'DESCRIBED.  A STANDARD REFERENCE-MARK DISK, STAMPED CHARLES
 GV1751'NO 3 1932 AND SET IN THE TOP OF A CONCRETE POST.
 GV1751
 GV1751                          STATION RECOVERY (1996)
 GV1751
 GV1751'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1751'RECOVERED IN GOOD CONDITION.
 GV1751
 GV1751                          STATION RECOVERY (2000)
 GV1751
 GV1751'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1751'MARK NOT FOUND.
 GV1751
 GV1751                          STATION RECOVERY (2001)
 GV1751
 GV1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1751'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3966 ***********************************************************************
 FX3966  DESIGNATION -  CHARLIE
 FX3966  PID         -  FX3966
 FX3966  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3966  USGS QUAD   -  BENNS CHURCH (1986)
 FX3966
 FX3966                         *CURRENT SURVEY CONTROL
 FX3966  ___________________________________________________________________
 FX3966* NAD 83(1993)-  36 54 36.69679(N)    076 30 21.37681(W)     ADJUSTED  
 FX3966* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3966  ___________________________________________________________________
 FX3966  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 FX3966  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FX3966
 FX3966  HORZ ORDER  -  THIRD
 FX3966
 FX3966.The horizontal coordinates were established by classical geodetic methods
 FX3966.and adjusted by the National Geodetic Survey in September 1995..
 FX3966
 FX3966.The orthometric height was scaled from a topographic map.
 FX3966
 FX3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3966
 FX3966.The geoid height was determined by GEOID03.
 FX3966
 FX3966;                    North         East     Units Scale Factor Converg.
 FX3966;SPC VA S     - 1,065,893.341 3,677,686.029   MT  0.99997705   +1 12 36.9
 FX3966;SPC VA S     - 3,497,018.40 12,065,874.91   sFT  0.99997705   +1 12 36.9
 FX3966;UTM  18      - 4,085,968.872   365,845.793   MT  0.99982172   -0 54 16.4
 FX3966
 FX3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3966!SPC VA S     -   1.00000531  x   0.99997705  =   0.99998236
 FX3966!UTM  18      -   1.00000531  x   0.99982172  =   0.99982702
 FX3966
 FX3966:                Primary Azimuth Mark                     Grid Az
 FX3966:SPC VA S     -  CHUCKATUCK CREEK BRIDGE E TWR            047 10 57.0
 FX3966:UTM  18      -  CHUCKATUCK CREEK BRIDGE E TWR            049 17 50.3
 FX3966
 FX3966|---------------------------------------------------------------------|
 FX3966| PID    Reference Object                     Distance      Geod. Az  |
 FX3966|                                                           dddmmss.s |
 FX3966| FX3967 CHUCKATUCK CREEK BRIDGE E TWR       431.471 METERS 0482333.9 |
 FX3966| FX3514 DIXON                               APPROX. 0.9 KM 0582251.4 |
 FX3966| DC8162 CHARLIE RM 2                         18.035 METERS 16526     |
 FX3966| FX3965 BUG                                 APPROX. 0.5 KM 2500151.6 |
 FX3966| DC8161 CHARLIE RM 1                         34.055 METERS 27409     |
 FX3966|---------------------------------------------------------------------|
 FX3966
 FX3966                          SUPERSEDED SURVEY CONTROL
 FX3966
 FX3966  NAD 83(1986)-  36 54 36.70169(N)    076 30 21.41068(W) AD(       ) 3
 FX3966  NAD 27      -  36 54 36.16500(N)    076 30 22.58600(W) AD(       ) 3
 FX3966
 FX3966.Superseded values are not recommended for survey control.
 FX3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3966.See file dsdata.txt to determine how the superseded data were derived.
 FX3966
 FX3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6584685969(NAD 83)
 FX3966_MARKER: DS = TRIANGULATION STATION DISK
 FX3966_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3966
 FX3966  HISTORY     - Date     Condition        Report By
 FX3966  HISTORY     - 1934     MONUMENTED       CGS
 FX3966  HISTORY     - 1943     GOOD             CGS
 FX3966  HISTORY     - 1944     GOOD             CGS
 FX3966  HISTORY     - 1960     GOOD             CGS
 FX3966  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 FX3966
 FX3966                          STATION DESCRIPTION
 FX3966
 FX3966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3966'LOCATED ON THE PROPERTY OF C.R. ADAMS, ON THE EASTERN SHORE
 FX3966'OF CHUCKATUCK CREEK, ABOUT 325 METERS SOUTH OF CHUCKATUCK
 FX3966'CREEK BRIDGE.
 FX3966'
 FX3966'THE PLACE CAN BE REACHED BY A LAUNCH WITH ANY REASONABLE
 FX3966'DRAFT.  THE DOCK ON THE END OF THE PROJECTING LAND IS APPROXIMATELY
 FX3966'100 METERS FROM THE STATION.
 FX3966'
 FX3966'THE STATION MARK IS SET ON HIGH GROUND ABOUT 75 METERS FROM
 FX3966'THE END AND SLIGHTLY TO THE NORTHWARD SIDE OF THE POINT.
 FX3966'STATION IS ON GRASSLAND WHICH IS PROMINENTLY SEEN FROM EITHER
 FX3966'THE BRIDGE, OR FROM A BOAT DOWNRIVER, 210 FEET SOUTHEAST
 FX3966'FROM A SHED ACROSS THE ROAD AND 309 FEET SOUTH FROM ANOTHER
 FX3966'SHED NEAR WATER EDGE.  (THIS IS THE EASTERNMOST SHED OF THREE).
 FX3966'
 FX3966'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3966'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3966'
 FX3966'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3966
 FX3966                          STATION RECOVERY (1943)
 FX3966
 FX3966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3966'STATION AND REFERENCE MAKS RECOVERED IN GOOD CONDITION.
 FX3966'THE FOLLOWING CHANGES SHOULD BE MADE IN THE ORIGINAL DESCRIPTION--
 FX3966'
 FX3966'1.  DELETE THE PART ....210 FEET SOUTHEAST FROM A SHED ACROSS
 FX3966'THE ROAD AND 309 FEET SOUTH FROM ANOTHER SHED NEAR WATER EDGE.
 FX3966'(THIS IS THE EASTERNMOST OF THREE).
 FX3966'
 FX3966'2.  THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--TO
 FX3966'REACH FROM NANSEMOND RIVER BRIDGE GO N 0.9 MILE, TO HIGHWAY
 FX3966'192 ON LEFT.  FOLLOW HIGHWAY 192 FOR 0.8 MILE TO A DIRT ROAD
 FX3966'ON RIGHT, AT A STORE.  FOLLOW DIRT ROAD 1 MILE TOWARDS
 FX3966'A GROUP OF BUILDINGS AT WATERS EDGE.  STATION IS SE OF A LARGE
 FX3966'RED BUILDING, BETWEEN A PIG-STY AND AN OPEN FIELD IN A CLUMP
 FX3966'OF WEEDS AT NE CORNER OF FIELD.  STATION IS 32.3 FEET N
 FX3966'OF 13-INCH, BLAZED CHERRY TREE, AND 129 FEET S OF SE CORNER
 FX3966'OF 2-STORY, RED BUILDING.
 FX3966'
 FX3966'3.  R.M. 1 IS 33 FEET SE OF SW CORNER OF RED BUILDING, 59.2
 FX3966'FEET W OF SE CORNER OF SAME HOUSE AND 7.4 FEET E OF A 6-INCH
 FX3966'BLAZED TREE.
 FX3966'
 FX3966'4.  R.M. 2 IS ON SE EDGE OF FIELD AT BLUFF, 32.5 FEET W OF
 FX3966'BLAZED 13-INCH CHERRY TREE AND 15.3 FEET N OF BLAZED 5-INCH
 FX3966'TREE.
 FX3966'
 FX3966'THE DISTANCE TO R.M. 1 WAS NOT CHECKED BECAUSE OF EXCESSIVE
 FX3966'CUTTING NECESSARY.
 FX3966
 FX3966                          STATION RECOVERY (1944)
 FX3966
 FX3966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3966'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FX3966'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION
 FX3966'IS 6 FEET N OF CORNER OF FIELD, WHICH IS ON NE SIDE OF
 FX3966'DIRT ROAD LEADING DOWN TO POINT, 198 FEET E OF CENTER LINE OF
 FX3966'ABOVE ROAD, 10 FEET SW OF EDGE OF BLUFF, AND ABOUT 25 FEET
 FX3966'ABOVE HIGH WATER.  IT IS ALSO 139 FEET E OF THE N GABLE OF A
 FX3966'LONG RED SHED.
 FX3966
 FX3966                          STATION RECOVERY (1960)
 FX3966
 FX3966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3966'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 FX3966'CONDITION.  THE BLAZED TREES ARE THE ONLY WITNESS POINTS
 FX3966'THAT REMAIN.  A COMPLETE NEW DESCRIPTION FLLOWS--
 FX3966'
 FX3966'STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF CHUCKATUCK BRIDGE
 FX3966'IN CRITTENDEN ON THE EASTERN SHORE OF CHUCKATUCK CREEK AND
 FX3966'ON LAND OWNED BY R. ADAMS.  IT IS 33 FEET NORTHWEST OF AN
 FX3966'OLD TRIANGLE BLAZE ON A 24 INCH CHERRY TREE, 31 FEET EAST
 FX3966'OF A FENCE AND LOCUST TREE, 182 FEET EAST OF THE CENTER OF
 FX3966'THE ROAD, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FX3966'FIELD, 10 FEET SOUTH OF THE BANK AND 1.5 FEET NORTH OF A CGS
 FX3966'WITNESS SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE
 FX3966'DISK IS STAMPED CHARLIE 1934.
 FX3966'
 FX3966'REFERENCE MARK NO. 1 IS 70 FEET EAST OF THE CENTER OF THE
 FX3966'ROAD, 44 FEET NORTH OF THE EDGE OF THE CULTIVATED FIELD AND
 FX3966'3 FEET SOUTH OF A CGS WITNESS SIGN.  THE MARK IS FLUSH AND
 FX3966'THE DISK IS STAMPED CHARLIE NO 1 1934.
 FX3966'
 FX3966'REFERENCE MARK NO. 2 IS 200 FEET EAST OF THE CENTER OF THE
 FX3966'ROAD, 39 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CULTIVATED
 FX3966'FIELD, 32 FEET WEST OF THE BLAZED 24 INCH CHERRY TREE AND
 FX3966'15 FEET NORTH OF A BLAZED 12 INCH CHERRY TREE.  THE MARK IS
 FX3966'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHARLIE NO 2
 FX3966'1934.
 FX3966'
 FX3966'TO REACH THE STATION FROM THE NORTH END OF THE NANSEMOND RIVER
 FX3966'BRIDGE, GO NORTH ON U.S. HIGHWAY 17 FOR 0.85 MILE TO HIGHWAY
 FX3966'628 LEFT.  TURN LEFT AND GO 0.8 MILE ON HIGHWAY 628 TO HIGHWAY
 FX3966'698 RIGHT, TURN RIGHT GO 1 MILE TO THE END OF THE ROAD AND
 FX3966'STATION ON THE RIGHT AS DESCRIBED.
 FX3966
 FX3966                          STATION RECOVERY (2000)
 FX3966
 FX3966'RECOVERY NOTE BY US POWER SQUADRON 2000
 FX3966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6140 ***********************************************************************
 JV6140  SACS        -  This is a Secondary Airport Control Station.
 JV6140  DESIGNATION -  CHARLIE
 JV6140  PID         -  JV6140
 JV6140  STATE/COUNTY-  VA/LOUDOUN
 JV6140  USGS QUAD   -  LEESBURG (1994)
 JV6140
 JV6140                         *CURRENT SURVEY CONTROL
 JV6140  ___________________________________________________________________
 JV6140* NAD 83(1993)-  39 04 31.61222(N)    077 33 21.38259(W)     ADJUSTED  
 JV6140* NAVD 88     -       117.50   (meters)     385.5    (feet)  GPS OBS   
 JV6140  ___________________________________________________________________
 JV6140  X           -   1,068,406.625 (meters)                     COMP
 JV6140  Y           -  -4,841,636.259 (meters)                     COMP
 JV6140  Z           -   3,998,876.559 (meters)                     COMP
 JV6140  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 JV6140  ELLIP HEIGHT-          85.17  (meters)          (05/15/02) GPS OBS
 JV6140  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JV6140
 JV6140  HORZ ORDER  -  FIRST
 JV6140  ELLP ORDER  -  FIFTH     CLASS II
 JV6140
 JV6140.This mark is at Leesburg Mun/godfrey Fld Airport (JYO)
 JV6140
 JV6140.The horizontal coordinates were established by GPS observations
 JV6140.and adjusted by the National Geodetic Survey in April 1998..
 JV6140
 JV6140.The orthometric height was determined by GPS observations and a
 JV6140.high-resolution geoid model.
 JV6140
 JV6140.GPS derived orthometric heights for airport stations designated as
 JV6140.PACS or SACS are published to 2 decimal places.  This maintains
 JV6140.centimeter relative accuracy between the PACS and SACS.  It does
 JV6140.not indicate centimeter accuracy relative to other marks which are
 JV6140.part of the NAVD 88 network.
 JV6140
 JV6140.Photographs are available for this station.
 JV6140
 JV6140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV6140
 JV6140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6140
 JV6140.The ellipsoidal height was determined by GPS observations
 JV6140.and is referenced to NAD 83.
 JV6140
 JV6140.The geoid height was determined by GEOID03.
 JV6140
 JV6140;                    North         East     Units Scale Factor Converg.
 JV6140;SPC VA N     - 2,156,796.989 3,581,690.582   MT  0.99998027   +0 35 21.1
 JV6140;SPC VA N     - 7,076,091.45 11,750,929.85   sFT  0.99998027   +0 35 21.1
 JV6140;SPC MD       -   156,528.234   351,894.557   MT  0.99995590   -0 20 56.1
 JV6140;SPC MD       -   513,543.05  1,154,507.39   sFT  0.99995590   -0 20 56.1
 JV6140;UTM  18      - 4,328,258.950   278,896.729   MT  1.00020199   -1 36 42.4
 JV6140
 JV6140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6140!SPC VA N     -   0.99998664  x   0.99998027  =   0.99996691
 JV6140!SPC MD       -   0.99998664  x   0.99995590  =   0.99994254
 JV6140!UTM  18      -   0.99998664  x   1.00020199  =   1.00018862
 JV6140
 JV6140:                Primary Azimuth Mark                     Grid Az
 JV6140:SPC VA N     -  CHARLIE AZ MK                            340 45 27.5
 JV6140:SPC MD       -  CHARLIE AZ MK                            341 41 44.7
 JV6140:UTM  18      -  CHARLIE AZ MK                            342 57 31.0
 JV6140
 JV6140|---------------------------------------------------------------------|
 JV6140| PID    Reference Object                     Distance      Geod. Az  |
 JV6140|                                                           dddmmss.s |
 JV6140| JV6141 CHARLIE AZ MK                       APPROX. 0.7 KM 3412048.6 |
 JV6140|---------------------------------------------------------------------|
 JV6140
 JV6140                          SUPERSEDED SURVEY CONTROL
 JV6140
 JV6140  ELLIP H (04/02/98)   85.19   (m)                       GP(       ) 4 2
 JV6140  NAD 83(1993)-  39 04 31.61219(N)    077 33 21.38255(W) AD(       ) 1
 JV6140  ELLIP H (11/30/95)   85.20   (m)                       GP(       ) 4 2
 JV6140  NAD 83(1993)-  39 04 31.61144(N)    077 33 21.38182(W) AD(       ) 3
 JV6140  ELLIP H (11/14/94)   85.19   (m)                       GP(       ) 4 2
 JV6140  NAD 83(1993)-  39 04 31.61057(N)    077 33 21.38302(W) AD(       ) 3
 JV6140  ELLIP H (01/27/92)   85.25   (m)                       GP(       ) 4 1
 JV6140  NAD 83(1986)-  39 04 31.61130(N)    077 33 21.39222(W) AD(       ) 3
 JV6140  NAD 27      -  39 04 31.22441(N)    077 33 22.42738(W) AD(       ) 3
 JV6140  NGVD 29 (11/20/87)  117.6    (m)          386.     (f) GPS OBS        
 JV6140
 JV6140.Superseded values are not recommended for survey control.
 JV6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6140.See file dsdata.txt to determine how the superseded data were derived.
 JV6140
 JV6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7889728259(NAD 83)
 JV6140_MARKER: DH = HORIZONTAL CONTROL DISK
 JV6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6140_STAMPING: CHARLIE 1986
 JV6140_MARK LOGO: NGS   
 JV6140_PROJECTION: FLUSH
 JV6140_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6140+STABILITY: SURFACE MOTION
 JV6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6140+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 JV6140
 JV6140  HISTORY     - Date     Condition        Report By
 JV6140  HISTORY     - 1986     MONUMENTED       NGS
 JV6140  HISTORY     - 19870804 GOOD
 JV6140  HISTORY     - 19930615 GOOD             NGS
 JV6140  HISTORY     - 19940818 GOOD             NOS
 JV6140  HISTORY     - 19961001 GOOD             NGS
 JV6140  HISTORY     - 20021123 GOOD             NGS
 JV6140  HISTORY     - 20021123 GOOD             NGS
 JV6140
 JV6140                          STATION DESCRIPTION
 JV6140
 JV6140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 JV6140'THE STATION IS LOCATED ABOUT 4 KILOMETERS (2.5 MILES)
 JV6140'SOUTH-SOUTHEAST OF LEESBURG ON THE LEESBURG MUNICIPAL-GODFREY FIELD
 JV6140'AIRPORT IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY,
 JV6140'APPROXIMATELY 0.24 KILOMETER (0.15 MILE) NORTH OF THE SOUTH END OF
 JV6140'THE RUNWAY.
 JV6140'
 JV6140'OWNERSHIP--TOWN OF LEESBURG, P.O. BOX 2278, LEESBURG, VA 22075.
 JV6140'PERMISSION OBTAINED FROM THE AIRPORT MANAGER, MR. JAMES N. HAYNES,
 JV6140'JR.  PHONE (703) 777-2420.
 JV6140'
 JV6140'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 15 AND
 JV6140'STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF LEESBURG, GO SOUTHWEST ON
 JV6140'U.S. 15 FOR 0.88 KILOMETER (0.55 MILE) TO COUNTY ROAD 643, SYCOLIN
 JV6140'ROAD, TURN LEFT AND GO SOUTHEASTERLY ON COUNTY 643 FOR 2.4 KILOMETERS
 JV6140'(1.5 MILES) TO THE AIRPORT ENTRANCE AND THE MARK APPROXIMATELY 0.48
 JV6140'KILOMETER (0.3 MILE) SOUTHWEST OF THE AIRPORT OFFICE.
 JV6140'
 JV6140'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV6140'STAMPED---CHARLIE 1986---SET INTO THE TOP OF A ROUND CONCRETE
 JV6140'MONUMENT 32 CM IN DIAMETER RECESSED 3 CM BELOW THE GROUND LOCATED
 JV6140'19.10 METERS (62.66 FEET) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 JV6140'SECOND VASI LAMP FROM THE SOUTH END OF RUNWAY, 22.75 METERS (74.62
 JV6140'FEET) EAST-SOUTHEAST FROM THE FOURTH RUNWAY LIGHT FROM THE SOUTHEND
 JV6140'OF THE RUNWAY, 34.35 METERS (112.7 FEET) EAST FROM THE CENTERLINE OF
 JV6140'THE RUNWAY, AND 26.80 METERS (87.93 FEET) WEST FROM THE CENTERLINE OF
 JV6140'A TAXIWAY.
 JV6140'
 JV6140'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV6140'STAMPED---CHARLIE 1986---SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 JV6140'METERS BELOW THE SURFACE.
 JV6140
 JV6140                          STATION RECOVERY (1987)
 JV6140
 JV6140'RECOVERED 1987
 JV6140'RECOVERED IN GOOD CONDITION.
 JV6140
 JV6140                          STATION RECOVERY (1993)
 JV6140
 JV6140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV6140'THE STATION IS LOCATED AT THE LEESBURG MUNI/GODFREY FIELD ABOUT 1,740
 JV6140'FT NORTH OF RUNWAY END 35.  IT IS 112.7 FT (34.4 M) EAST OF THE
 JV6140'CENTERLINE OF THE RUNWAY, 99.5 FT (30.3 M) EAST-SOUTHEAST OF THE
 JV6140'FOURTH RUNWAY LIGHT NORTH OF THE FIRST TAXIWAY LEADING TO THE RUNWAY
 JV6140'NORTH OF THE RUNWAY END, 87.9 FT (26.8 M) WEST OF THE CENTERLINE OF
 JV6140'THE PARALLEL TAXIWAY AND 62.7 FT (19.1 M) SOUTHEAST OF THE SOUTHEAST
 JV6140'CORNER OF THE NORTHERLY ONE OF TWO CONCRETE BASES OF FORMER VASI. THE
 JV6140'STATION IS A STANDARD NGS TRIANGULATION DISK STAMPED CHARLIE 1986 SET
 JV6140'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 0.2-FT BELOW THE SURFACE.
 JV6140
 JV6140                          STATION RECOVERY (1994)
 JV6140
 JV6140'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RAH)
 JV6140'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NW OF RESTON, 2.5 MI
 JV6140'(4.0 KM) SOUTH SOUTHEAST OF LEESBURG AND ON THE LEESBURG MUNICIPAL
 JV6140'AIRPORT IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY,
 JV6140'APPROXIMATELY 0.35 MI (0.56 KM) NORTH OF THE AOUTH END OF RUNWAY
 JV6140'17-35.  ACCESS TO THE AIRPORT AND THE STATIONS MUST BE OBTAINED FROM
 JV6140'THE AIRPORT OPERATIONS OFFICE, 1001 SYCOLIN ROAD, P.  O.  BOX 88,
 JV6140'LEESBURG, VA 22075, PHONE (703) 777-9252.
 JV6140' 
 JV6140'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 15 AND STATE
 JV6140'HIGHWAY 7 ON THE SOUTHEAST EDGE OF LEESBURG, GO SOUTHWEST ON US
 JV6140'HIGHWAY 15 FOR 0.55 MI (0.89 KM) TO THE INTERSECTION OF COUNTY ROAD
 JV6140'643 (SYCOLIN ROAD) TURN LEF AND GO SOUTHEASTERLY ON COUNTY ROAD 643
 JV6140'FOR 1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN
 JV6140'RIGHT AND GO WESTERLY ON THE ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A
 JV6140'POLE GATE ON THE LEFT, PASS THROUGH THE GATE AND TURN RIGHT AND GO
 JV6140'WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO
 JV6140'SOUTH ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 JV6140' 
 JV6140'THE STATION IS 112.7 FT (34.4 M) EAST OF THE CENTERLINE OF THE RUNWAY,
 JV6140'87.9 FT (26.8 M) WEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 66.5
 JV6140'FT (20.3 M) EAST SOUTHEAST OF THE FORTH RUNWAY LIGHT NORTH OF THE
 JV6140'FIRST CONNECTOR TAXIWAY NORTH OF THE RUNWAY END, AND 60.4 FT (18.4 M)
 JV6140'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD (OF THE NORTHERLY
 JV6140'ONE OF TWO FORMER VASI) , AND 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
 JV6140' 
 JV6140'DESCRIBED BY CFS.
 JV6140
 JV6140                          STATION RECOVERY (1996)
 JV6140
 JV6140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JV6140'RECOVERED IN GOOD CONDITION.  THIS STATION IS DEGINATED AS A SECONDARY
 JV6140'AIRPORT CONTROL STATION,.  THE STATION IS A STANDARD NGS SURVEY DISK
 JV6140'STAMPED CHARLIE 1986,SET IN A CONCRETE POST.
 JV6140
 JV6140                          STATION RECOVERY (2002)
 JV6140
 JV6140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DLA)
 JV6140'RECOVERED AS DESCRIBED
 JV6140'THE AIRPORT NAME HAS BEEN CHANGED TO 'LEESBURG EXECUTIVE AIRPORT'
 JV6140'
 JV6140
 JV6140                          STATION RECOVERY (2002)
 JV6140
 JV6140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DLA)
 JV6140'RECOVERED AS DESCRIBED
 JV6140'THE AIRPORT NAME HAS BEEN CHANGED TO 'LEESBURG EXECUTIVE AIRPORT'
 JV6140'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6141 ***********************************************************************
 JV6141  SACS        -  This is a Secondary Airport Control Station.
 JV6141  DESIGNATION -  CHARLIE AZ MK
 JV6141  PID         -  JV6141
 JV6141  STATE/COUNTY-  VA/LOUDOUN
 JV6141  USGS QUAD   -  LEESBURG (1994)
 JV6141
 JV6141                         *CURRENT SURVEY CONTROL
 JV6141  ___________________________________________________________________
 JV6141* NAD 83(1993)-  39 04 51.93680(N)    077 33 30.18545(W)     ADJUSTED  
 JV6141* NAVD 88     -       114.23   (meters)     374.8    (feet)  GPS OBS   
 JV6141  ___________________________________________________________________
 JV6141  X           -   1,068,114.323 (meters)                     COMP
 JV6141  Y           -  -4,841,293.534 (meters)                     COMP
 JV6141  Z           -   3,999,361.050 (meters)                     COMP
 JV6141  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 JV6141  ELLIP HEIGHT-          81.89  (meters)          (05/15/02) GPS OBS
 JV6141  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JV6141
 JV6141  HORZ ORDER  -  FIRST
 JV6141  ELLP ORDER  -  FIFTH     CLASS II
 JV6141
 JV6141.This mark is at Leesburg Mun/godfrey Fld Airport (JYO)
 JV6141
 JV6141.The horizontal coordinates were established by GPS observations
 JV6141.and adjusted by the National Geodetic Survey in April 1998..
 JV6141
 JV6141.The orthometric height was determined by GPS observations and a
 JV6141.high-resolution geoid model.
 JV6141
 JV6141.GPS derived orthometric heights for airport stations designated as
 JV6141.PACS or SACS are published to 2 decimal places.  This maintains
 JV6141.centimeter relative accuracy between the PACS and SACS.  It does
 JV6141.not indicate centimeter accuracy relative to other marks which are
 JV6141.part of the NAVD 88 network.
 JV6141
 JV6141.Photographs are available for this station.
 JV6141
 JV6141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV6141
 JV6141.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6141
 JV6141.The ellipsoidal height was determined by GPS observations
 JV6141.and is referenced to NAD 83.
 JV6141
 JV6141.The geoid height was determined by GEOID03.
 JV6141
 JV6141;                    North         East     Units Scale Factor Converg.
 JV6141;SPC VA N     - 2,157,421.541 3,581,472.572   MT  0.99998106   +0 35 15.6
 JV6141;SPC VA N     - 7,078,140.51 11,750,214.60   sFT  0.99998106   +0 35 15.6
 JV6141;SPC MD       -   157,156.256   351,686.807   MT  0.99995625   -0 21 01.7
 JV6141;SPC MD       -   515,603.48  1,153,825.80   sFT  0.99995625   -0 21 01.7
 JV6141;UTM  18      - 4,328,891.555   278,702.824   MT  1.00020305   -1 36 48.6
 JV6141
 JV6141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6141!SPC VA N     -   0.99998715  x   0.99998106  =   0.99996821
 JV6141!SPC MD       -   0.99998715  x   0.99995625  =   0.99994340
 JV6141!UTM  18      -   0.99998715  x   1.00020305  =   1.00019020
 JV6141
 JV6141:                Primary Azimuth Mark                     Grid Az
 JV6141:SPC VA N     -  CHARLIE                                  160 45 27.4
 JV6141:SPC MD       -  CHARLIE                                  161 41 44.7
 JV6141:UTM  18      -  CHARLIE                                  162 57 31.6
 JV6141
 JV6141|---------------------------------------------------------------------|
 JV6141| PID    Reference Object                     Distance      Geod. Az  |
 JV6141|                                                           dddmmss.s |
 JV6141| JV6140 CHARLIE                             APPROX. 0.7 KM 1612043.0 |
 JV6141| DE9220 JYO B                               441.549 METERS 3422413.6 |
 JV6141| AA9251 JYO A                               APPROX. 0.5 KM 3435752.0 |
 JV6141|---------------------------------------------------------------------|
 JV6141
 JV6141                          SUPERSEDED SURVEY CONTROL
 JV6141
 JV6141  ELLIP H (04/02/98)   81.91   (m)                       GP(       ) 4 2
 JV6141  NAD 83(1993)-  39 04 51.93677(N)    077 33 30.18541(W) AD(       ) 1
 JV6141  ELLIP H (11/30/95)   81.92   (m)                       GP(       ) 4 2
 JV6141  NAD 83(1993)-  39 04 51.93780(N)    077 33 30.18576(W) AD(       ) 3
 JV6141  ELLIP H (11/14/94)   81.85   (m)                       GP(       ) 4 2
 JV6141  NAD 83(1993)-  39 04 51.93698(N)    077 33 30.18711(W) AD(       ) 3
 JV6141  ELLIP H (01/27/92)   81.91   (m)                       GP(       ) 4 1
 JV6141  NAD 83(1986)-  39 04 51.93729(N)    077 33 30.19573(W) AD(       ) 3
 JV6141  NAD 27      -  39 04 51.55128(N)    077 33 31.23127(W) AD(       ) 3
 JV6141  NGVD 29 (11/20/87)  114.3    (m)          375.     (f) GPS OBS        
 JV6141
 JV6141.Superseded values are not recommended for survey control.
 JV6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6141.See file dsdata.txt to determine how the superseded data were derived.
 JV6141
 JV6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7870328892(NAD 83)
 JV6141_MARKER: DZ = AZIMUTH MARK DISK
 JV6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV6141_STAMPING: CHARLIE 1986
 JV6141_MARK LOGO: NGS   
 JV6141_PROJECTION: FLUSH
 JV6141_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6141+STABILITY: SURFACE MOTION
 JV6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6141+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 JV6141
 JV6141  HISTORY     - Date     Condition        Report By
 JV6141  HISTORY     - 1986     MONUMENTED       NGS
 JV6141  HISTORY     - 19870804 GOOD
 JV6141  HISTORY     - 19930615 GOOD             NGS
 JV6141  HISTORY     - 19940818 GOOD             NOS
 JV6141  HISTORY     - 19961001 GOOD             NGS
 JV6141  HISTORY     - 20021123 GOOD             NGS
 JV6141  HISTORY     - 20021123 GOOD             NGS
 JV6141
 JV6141                          STATION DESCRIPTION
 JV6141
 JV6141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 JV6141'THE STATION IS LOCATED ABOUT 4 KILOMETERS (2.5 MILES) SOUTH-SOUTHEAST
 JV6141'OF LEESBURG ON THE LEESBURG MUNICIPAL-GODFREY FIELD AIRPORT, IN THE
 JV6141'GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY, APPROXIMATELY 0.24
 JV6141'KILOMETER (0.15 MILE) SOUTH OF THE NORTH END OF THE RUNWAY.
 JV6141'
 JV6141'OWNERSHIP--TOWN OF LEESBURG, P.O. BOX 2278, LEESBURG, VA 22075.
 JV6141'PERMISSION OBTAINED FROM THE AIRPORT MANAGER MR. JAMES N. HAYNES, JR.
 JV6141'PHONE (703) 777-2420.
 JV6141'
 JV6141'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 15 AND
 JV6141'STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF LEESBURG, GO SOUTHWEST ON
 JV6141'U.S. 15 FOR 0.88 KILOMETER (0.55 MILE) TO COUNTY ROAD 643, SYCOLIN
 JV6141'ROAD, TURN LEFT AND GO SOUTHEASTERLY ON COUNTY 643 FOR 2.4 KILOMETERS
 JV6141'(1.5 MILES) TO THE AIRPORT ENTRANCE AND THE MARK APPROXIMATELY 0.48
 JV6141'KILOMETER (0.3 MILE) NORTHWEST OF THE AIRPORT OFFICE.
 JV6141'
 JV6141'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV6141'STAMPED---CHARLIE 1986---SET INTO THE TOP OF A ROUND CONCRETE
 JV6141'MONUMENT 32 CM IN DIAMETER RECESSED 2 CM BELOW THE GROUND LOCATED
 JV6141'28.20 METERS (92.52 FEET) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 JV6141'OF VASI LAMP (FIRST LAMP FROM NORTH END OF RUNWAY), 20.65 METERS
 JV6141'(67.75 FEET) EAST FROM THE THIRD RUNWAY LIGHT FROM THE NORTH END OF
 JV6141'RUNWAY, 35.10 METERS (115.16 FEET) EAST FROM THE CENTERLINE OF
 JV6141'RUNWAY, 26.0 METERS (85.30 FEET) WEST FROM THE CENTERLINE OF TAXIWAY,
 JV6141'AND 63.7 METERS (208.99 FEET) NORTH FROM THE NORTHEAST CORNER OF THE
 JV6141'SECOND VASI LAMP FROM THE NORTH END OF RUNWAY.
 JV6141'
 JV6141'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV6141'STAMPED---CHARLIE 1986---1.0 METER BELOW THE SURFACE.
 JV6141
 JV6141                          STATION RECOVERY (1987)
 JV6141
 JV6141'RECOVERED 1987
 JV6141'RECOVERED IN GOOD CONDITION.
 JV6141
 JV6141                          STATION RECOVERY (1993)
 JV6141
 JV6141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV6141'THE STATION IS LOCATED AT THE LEESBURG MUNI/GODFREY FIELD ABOUT 1,600
 JV6141'FT SOUTH OF THE RUNWAY END 17.  IT IS 115.2 FT (35.1 M) EAST OF THE
 JV6141'CENTERLINE OF THE RUNWAY, 92.5 FT (28.2 M) SOUTH-SOUTHEAST OF THE
 JV6141'SOUTHEAST CORNER OF THE NORTHERLY ONE OF TWO CONCRETE BASES OF FORMER
 JV6141'VASI, 85.3 FT (26.0 M) WEST OF THE CENTERLINE OF TEH PARALLEL TAXIWAY
 JV6141'AND 72.4 FT (22.1 M) EAST OF THE THIRD RUNWAY LIGHT SOUTH OF THE FIRST
 JV6141'TAXIWAY LEADING TO THE RUNWAY SOUTH OF THE RUNWAY END.  THE STATION IS
 JV6141'A STANDARD NGS AZIMUTH MARK DISK STAMPED CHARIE 1986 SET IN THE TOP OF
 JV6141'A ROUND CONCRETE POST WHICH IS 0.2-FT BELOW THE SURFACE.
 JV6141
 JV6141                          STATION RECOVERY (1994)
 JV6141
 JV6141'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RAH)
 JV6141'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) NW OF RESTON, 2.5 MI
 JV6141'(4.0 KM) SOUTH SOUTHEAST OF LEESBURG AND ON THE LEESBURG MUNICIPAL
 JV6141'AIRPORT IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND THE RUNWAY,
 JV6141'APPROXIMATELY 0.3 MI (0.5 KM) SOUTH OF THE NORTH END OF RUNWAY 17-35.
 JV6141'ACCESS TO THE AIRPORT AND THE STATIONS MUST BE OBTAINED FROM THE
 JV6141'AIRPORT OPERATIONS OFFICE, 1001 SYCOLIN ROAD, P.  O.  BOX 88,
 JV6141'LEESBURG, VA 22075, PHONE (703) 777-9252.
 JV6141' 
 JV6141'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 15 AND STATE
 JV6141'HIGHWAY 7 ON THE SOUTHEAST EDGE OF LEESBURG, GO SOUTHWEST ON US
 JV6141'HIGHWAY 15 FOR 0.55 MI (0.89 KM) TO THE INTERSECTION OF COUNTY ROAD
 JV6141'643 (SYCOLIN ROAD) TURN LEF AND GO SOUTHEASTERLY ON COUNTY ROAD 643
 JV6141'FOR 1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN
 JV6141'RIGHT AND GO WESTERLY ON THE ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A
 JV6141'POLE GATE ON THE LEFT, PASS THROUGH THE GATE AND TURN RIGHT AND GO
 JV6141'WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN RIGHT AND GO
 JV6141'NORTH ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 JV6141' 
 JV6141'THE STATION IS 115.2 FT (35.1 M) EAST OF THE CENTERLINE OF THE RUNWAY,
 JV6141'91.3 FT (27.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JV6141'CONCRETE PAD OF THE NORTHERLY ONE OF TWO FORMER VASI, 85.3 FT (26.0 M)
 JV6141'WEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 72.4 FT (22.1 M) EAST
 JV6141'OF THE THIRD RUNWAY LIGHT SOUTH OF THE FIRST CONNECTOR SOUTH OF THE
 JV6141'RUNWAY END AND 0.2 BELOW GROUND LEVEL.
 JV6141' 
 JV6141'DESCRIBED BY CFS.
 JV6141
 JV6141                          STATION RECOVERY (1996)
 JV6141
 JV6141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JV6141'RECOVERED IN GOOD CONDITION.  THIS STATION IS DESIGNATED AS A
 JV6141'SECONDARY AIRPORT CONTROL STATION.  THE STATION IS A STANDARD NGS
 JV6141'AZIMUTH DISK STAMPED CHARLIE 1986,SET IN A CONCRETE POST.
 JV6141
 JV6141                          STATION RECOVERY (2002)
 JV6141
 JV6141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DLA)
 JV6141'RECOVERED AS DESCRIBED
 JV6141'THE AIRPORT NAME HAS BEEN CHANGED TO 'LEESBURG EXECUTIVE AIRPORT'
 JV6141' 
 JV6141'
 JV6141
 JV6141                          STATION RECOVERY (2002)
 JV6141
 JV6141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DLA)
 JV6141'RECOVERED AS DESCRIBED
 JV6141'THE AIRPORT NAME HAS BEEN CHANGED TO 'LEESBURG EXECUTIVE AIRPORT'
 JV6141' 
 JV6141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3330 ***********************************************************************
 HW3330  DESIGNATION -  CHARLOTTESVILLE COUNTRY C TK
 HW3330  PID         -  HW3330
 HW3330  STATE/COUNTY-  VA/ALBEMARLE
 HW3330  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW3330
 HW3330                         *CURRENT SURVEY CONTROL
 HW3330  ___________________________________________________________________
 HW3330* NAD 83(1993)-  38 03 42.92190(N)    078 32 33.02668(W)     ADJUSTED  
 HW3330* NAVD 88     -                                                        
 HW3330  ___________________________________________________________________
 HW3330  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HW3330  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HW3330
 HW3330  HORZ ORDER  -  THIRD
 HW3330
 HW3330.The horizontal coordinates were established by classical geodetic methods
 HW3330.and adjusted by the National Geodetic Survey in November 1994..
 HW3330
 HW3330
 HW3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3330
 HW3330.The geoid height was determined by GEOID03.
 HW3330
 HW3330;                    North         East     Units Scale Factor Converg.
 HW3330;SPC VA S     - 1,191,839.660 3,496,269.541   MT  1.00001877   -0 01 32.9
 HW3330;SPC VA S     - 3,910,227.28 11,470,677.65   sFT  1.00001877   -0 01 32.9
 HW3330;UTM  17      - 4,215,537.006   715,595.741   MT  1.00017251   +1 30 56.4
 HW3330
 HW3330                          SUPERSEDED SURVEY CONTROL
 HW3330
 HW3330  NAD 83(1986)-  38 03 42.92276(N)    078 32 33.02226(W) AD(       ) 4
 HW3330  NAD 27      -  38 03 42.41400(N)    078 32 33.97400(W) AD(       ) 3
 HW3330
 HW3330.Superseded values are not recommended for survey control.
 HW3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3330.See file dsdata.txt to determine how the superseded data were derived.
 HW3330
 HW3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1559615537(NAD 83)
 HW3330_MARKER: 53 = ELEVATED TANK
 HW3330
 HW3330  HISTORY     - Date     Condition        Report By
 HW3330  HISTORY     - 1958     FIRST OBSERVED   CGS
 HW3330  HISTORY     - 1958     GOOD             CGS
 HW3330  HISTORY     - 1961     GOOD             CGS
 HW3330  HISTORY     - 1965     GOOD             CGS
 HW3330
 HW3330                          STATION DESCRIPTION
 HW3330
 HW3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3330'THE STATION IS THE BALL ATOP THE 120 FOOT HIGH STEEL TANK.
 HW3330'THE TANK IS PAINTED LIGHT GRAY AND IS SUPPORTED BY STRUCTURAL
 HW3330'STEEL LEGS.
 HW3330
 HW3330                          STATION RECOVERY (1958)
 HW3330
 HW3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 HW3330'RECOVERED AS DESCRIBED.
 HW3330
 HW3330                          STATION RECOVERY (1961)
 HW3330
 HW3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 HW3330'RECOVERED AS DESCRIBED.
 HW3330
 HW3330                          STATION RECOVERY (1965)
 HW3330
 HW3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3311 ***********************************************************************
 HW3311  DESIGNATION -  CHARLOTTESVILLE SOU RR MAST
 HW3311  PID         -  HW3311
 HW3311  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW3311  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW3311
 HW3311                         *CURRENT SURVEY CONTROL
 HW3311  ___________________________________________________________________
 HW3311* NAD 83(1993)-  38 01 56.58312(N)    078 29 30.32489(W)     ADJUSTED  
 HW3311* NAVD 88     -                                                        
 HW3311  ___________________________________________________________________
 HW3311  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HW3311  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HW3311
 HW3311  HORZ ORDER  -  THIRD
 HW3311
 HW3311.The horizontal coordinates were established by classical geodetic methods
 HW3311.and adjusted by the National Geodetic Survey in November 1994..
 HW3311
 HW3311
 HW3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3311
 HW3311.The geoid height was determined by GEOID03.
 HW3311
 HW3311;                    North         East     Units Scale Factor Converg.
 HW3311;SPC VA S     - 1,188,560.099 3,500,723.701   MT  1.00001265   +0 00 18.0
 HW3311;SPC VA S     - 3,899,467.59 11,485,291.01   sFT  1.00001265   +0 00 18.0
 HW3311;UTM  17      - 4,212,377.897   720,137.264   MT  1.00019689   +1 32 45.5
 HW3311
 HW3311                          SUPERSEDED SURVEY CONTROL
 HW3311
 HW3311  NAD 83(1986)-  38 01 56.58472(N)    078 29 30.32152(W) AD(       ) 4
 HW3311  NAD 27      -  38 01 56.07636(N)    078 29 31.27711(W) AD(       ) 3
 HW3311
 HW3311.Superseded values are not recommended for survey control.
 HW3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3311.See file dsdata.txt to determine how the superseded data were derived.
 HW3311
 HW3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2013712378(NAD 83)
 HW3311_MARKER: 55 = TOWER
 HW3311
 HW3311  HISTORY     - Date     Condition        Report By
 HW3311  HISTORY     - 1965     FIRST OBSERVED   CGS
 HW3311  HISTORY     - 20050618 GOOD             GEOCAC
 HW3311
 HW3311                          STATION DESCRIPTION
 HW3311
 HW3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3311'THE STATION IS LOCATED IN DOWN TOWN CHARLOTTESVILLE, ABOUT
 HW3311'100 FEET NORTH OF THE OVER-PASS OVER THE RAILROAD ON W. MAIN
 HW3311'STREET.
 HW3311'
 HW3311'THE TOWER IS A 3-LEGGED STEEL STRUCTURE, COLORED RED AND WHITE,
 HW3311'OVER-ALL HEIGHT OF 225 FEET AND THE TOP AND CENTER WAS THE
 HW3311'POINT INTERSECTED.
 HW3311
 HW3311                          STATION RECOVERY (2005)
 HW3311
 HW3311'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HW3311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0828 ***********************************************************************
 FY0828  DESIGNATION -  CHAT
 FY0828  PID         -  FY0828
 FY0828  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0828  USGS QUAD   -  CHATHAM (1994)
 FY0828
 FY0828                         *CURRENT SURVEY CONTROL
 FY0828  ___________________________________________________________________
 FY0828* NAD 83(1993)-  36 49 58.59548(N)    079 22 49.45921(W)     ADJUSTED  
 FY0828* NAVD 88     -       233.316  (meters)     765.47   (feet)  ADJUSTED  
 FY0828  ___________________________________________________________________
 FY0828  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FY0828  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0828  DYNAMIC HT  -         233.130 (meters)     764.86  (feet)  COMP
 FY0828  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 FY0828
 FY0828  HORZ ORDER  -  SECOND
 FY0828  VERT ORDER  -  FIRST     CLASS II
 FY0828
 FY0828.The horizontal coordinates were established by classical geodetic methods
 FY0828.and adjusted by the National Geodetic Survey in September 1995..
 FY0828
 FY0828.The orthometric height was determined by differential leveling
 FY0828.and adjusted by the National Geodetic Survey in June 1991..
 FY0828
 FY0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0828
 FY0828.The geoid height was determined by GEOID03.
 FY0828
 FY0828.The dynamic height is computed by dividing the NAVD 88
 FY0828.geopotential number by the normal gravity value computed on the
 FY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0828.degrees latitude (g = 980.6199 gals.).
 FY0828
 FY0828.The modeled gravity was interpolated from observed gravity values.
 FY0828
 FY0828;                    North         East     Units Scale Factor Converg.
 FY0828;SPC VA S     - 1,055,810.144 3,421,464.571   MT  0.99998863   -0 32 03.6
 FY0828;SPC VA S     - 3,463,937.11 11,225,255.01   sFT  0.99998863   -0 32 03.6
 FY0828;UTM  17      - 4,077,564.362   644,425.272   MT  0.99985697   +0 58 15.9
 FY0828
 FY0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0828!SPC VA S     -   0.99996840  x   0.99998863  =   0.99995703
 FY0828!UTM  17      -   0.99996840  x   0.99985697  =   0.99982538
 FY0828
 FY0828:                Primary Azimuth Mark                     Grid Az
 FY0828:SPC VA S     -  CHATHAM HALL TANK                        237 43 20.9
 FY0828:UTM  17      -  CHATHAM HALL TANK                        236 13 01.4
 FY0828
 FY0828|---------------------------------------------------------------------|
 FY0828| PID    Reference Object                     Distance      Geod. Az  |
 FY0828|                                                           dddmmss.s |
 FY0828| FY3102 CHATHAM HALL TANK                   APPROX. 0.9 KM 2371117.3 |
 FY0828| FY0829 CHAT RM 1                             9.744 METERS 29146     |
 FY0828| FY0830 CHERRY                              APPROX. 2.1 KM 3253401.9 |
 FY0828|---------------------------------------------------------------------|
 FY0828
 FY0828                          SUPERSEDED SURVEY CONTROL
 FY0828
 FY0828  NAD 83(1986)-  36 49 58.60202(N)    079 22 49.46063(W) AD(       ) 2
 FY0828  NAD 27      -  36 49 58.11450(N)    079 22 50.36953(W) AD(       ) 2
 FY0828  NGVD 29 (03/05/92)  233.559  (m)          766.27   (f) ADJUSTED    1 2
 FY0828
 FY0828.Superseded values are not recommended for survey control.
 FY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0828.See file dsdata.txt to determine how the superseded data were derived.
 FY0828
 FY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4442577564(NAD 83)
 FY0828_MARKER: DE = TRAVERSE STATION DISK
 FY0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0828_SP_SET: OVERPASS
 FY0828_STAMPING: CHAT 1964
 FY0828_MARK LOGO: CGS   
 FY0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0828
 FY0828  HISTORY     - Date     Condition        Report By
 FY0828  HISTORY     - 1964     MONUMENTED       CGS
 FY0828  HISTORY     - 1964     GOOD             CGS
 FY0828  HISTORY     - 1983     GOOD             NGS
 FY0828
 FY0828                          STATION DESCRIPTION
 FY0828
 FY0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY0828'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF CHATHAM
 FY0828'AND IN THE EAST END OF AN OVERPASS WHERE COUNTY ROUTE 685 PASSES
 FY0828'OVER U.S. HIGHWAY 29 BYPASS.
 FY0828'
 FY0828'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM, GO NORTH
 FY0828'ON U.S. HIGHWAY 29 FOR 0.6 MILE TO A CROSS-STREET, HURT STREET
 FY0828'ALSO COUNTY ROUTE 685, TURN RIGHT AND GO EAST FOR 0.9 MILE
 FY0828'TO THE EAST END OF OVERPASS AND THE STATION ON THE LEFT.
 FY0828'
 FY0828'THE STATION MARK IS 11 FEET NORTH OF THE APPROXIMATE CENTER
 FY0828'OF BRIDGE AND 3 FEET SOUTH SOUTHEAST OF THE EAST END OF WALK-WAY.
 FY0828'IT IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN
 FY0828'THE EAST ABUTMENT, JUST OUTSIDE OF THE EXPANSION JOINT AND
 FY0828'STAMPED CHAT 1964.
 FY0828'
 FY0828'REFERENCE MARK NO. 1 IS 29.7 FEET WEST OF THE EAST END OF
 FY0828'WALK-WAY.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 FY0828'THE NORTH WALK-WAY OF BRIDGE AND STAMPED CHAT NO 1 1964.
 FY0828'
 FY0828'NOTE--TRAVERSE STATION GEYER OR CHERRY CAN BE USED AS AN AZIMUTH
 FY0828'MARK.
 FY0828'
 FY0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY0828
 FY0828                          STATION RECOVERY (1964)
 FY0828
 FY0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY0828'2.1 MI N FROM CHATHAM.
 FY0828'AT CHATHAM BY-PASS, 2.1 MILES NORTH ALONG U.S. HIGHWAY 29
 FY0828'BY-PASS FROM THE SOUTH END TO THE MARK SET IN THE EAST HEADWALL
 FY0828'OF AN OVERPASS, 31.97 FEET EAST OF RM 1, 11 FEET NORTH OF THE
 FY0828'APPROXIMATE CENTER OF THE OVERPASS, 3 FEET SOUTHEAST OF EDGE OF
 FY0828'CURB AND IS LEVEL WITH THE HIGHWAY.
 FY0828
 FY0828                          STATION RECOVERY (1983)
 FY0828
 FY0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0829 ***********************************************************************
 FY0829  DESIGNATION -  CHAT RM 1
 FY0829  PID         -  FY0829
 FY0829  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0829  USGS QUAD   -  CHATHAM (1994)
 FY0829
 FY0829                         *CURRENT SURVEY CONTROL
 FY0829  ___________________________________________________________________
 FY0829* NAD 83(1986)-  36 49 58.     (N)    079 22 49.     (W)     SCALED    
 FY0829* NAVD 88     -       233.465  (meters)     765.96   (feet)  ADJUSTED  
 FY0829  ___________________________________________________________________
 FY0829  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY0829  DYNAMIC HT  -         233.279 (meters)     765.35  (feet)  COMP
 FY0829  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 FY0829
 FY0829  VERT ORDER  -  FIRST     CLASS II
 FY0829
 FY0829.The horizontal coordinates were scaled from a topographic map and have
 FY0829.an estimated accuracy of +/- 6 seconds.
 FY0829
 FY0829.The orthometric height was determined by differential leveling
 FY0829.and adjusted by the National Geodetic Survey in June 1991..
 FY0829.WARNING-Repeat measurements at this control monument indicate possible
 FY0829.vertical movement.
 FY0829
 FY0829.The geoid height was determined by GEOID03.
 FY0829
 FY0829.The dynamic height is computed by dividing the NAVD 88
 FY0829.geopotential number by the normal gravity value computed on the
 FY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0829.degrees latitude (g = 980.6199 gals.).
 FY0829
 FY0829.The modeled gravity was interpolated from observed gravity values.
 FY0829
 FY0829;                    North         East    Units  Estimated Accuracy
 FY0829;SPC VA S     - 1,055,790.    3,421,480.      MT  (+/- 180 meters Scaled)
 FY0829
 FY0829                          SUPERSEDED SURVEY CONTROL
 FY0829
 FY0829  NGVD 29 (03/05/92)  233.710  (m)          766.76   (f) ADJUSTED    1 2
 FY0829
 FY0829.Superseded values are not recommended for survey control.
 FY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0829.See file dsdata.txt to determine how the superseded data were derived.
 FY0829
 FY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA444775(NAD 83)
 FY0829_MARKER: DR = REFERENCE MARK DISK
 FY0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0829_SP_SET: OVERPASS
 FY0829_STAMPING: CHAT NO 1 1964
 FY0829_MARK LOGO: CGS   
 FY0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0829
 FY0829  HISTORY     - Date     Condition        Report By
 FY0829  HISTORY     - 1964     MONUMENTED       CGS
 FY0829  HISTORY     - 1983     GOOD             NGS
 FY0829
 FY0829                          STATION DESCRIPTION
 FY0829
 FY0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0829'AT CHATHAM.
 FY0829'AT THE CHAT STATION SITE-- SET IN THE NORTH SIDEWALK OF OVERPASS,
 FY0829'31.97 FEET WEST OF THE STATION MARK, 29.7 FEET WEST OF THE
 FY0829'EAST END OF BRIDGE.
 FY0829
 FY0829                          STATION RECOVERY (1983)
 FY0829
 FY0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9385 ***********************************************************************
 AA9385  DESIGNATION -  CHATHAM
 AA9385  PID         -  AA9385
 AA9385  STATE/COUNTY-  VA/PATRICK
 AA9385  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9385
 AA9385                         *CURRENT SURVEY CONTROL
 AA9385  ___________________________________________________________________
 AA9385* NAD 83(1993)-  36 41 37.26012(N)    080 25 46.50903(W)     ADJUSTED  
 AA9385* NAVD 88     -       813.2    (meters)    2668.     (feet)  GPS OBS   
 AA9385  ___________________________________________________________________
 AA9385  X           -     851,416.100 (meters)                     COMP
 AA9385  Y           -  -5,049,730.552 (meters)                     COMP
 AA9385  Z           -   3,790,657.042 (meters)                     COMP
 AA9385  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA9385  ELLIP HEIGHT-         781.19  (meters)          (05/17/02) GPS OBS
 AA9385  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 AA9385
 AA9385  HORZ ORDER  -  FIRST
 AA9385  ELLP ORDER  -  FOURTH    CLASS II
 AA9385
 AA9385.The horizontal coordinates were established by GPS observations
 AA9385.and adjusted by the National Geodetic Survey in December 1995..
 AA9385
 AA9385.The orthometric height was determined by GPS observations and a
 AA9385.high-resolution geoid model.
 AA9385
 AA9385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9385
 AA9385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9385
 AA9385.The ellipsoidal height was determined by GPS observations
 AA9385.and is referenced to NAD 83.
 AA9385
 AA9385.The geoid height was determined by GEOID03.
 AA9385
 AA9385;                    North         East     Units Scale Factor Converg.
 AA9385;SPC VA S     - 1,041,752.112 3,327,567.402   MT  1.00001405   -1 10 16.0
 AA9385;SPC VA S     - 3,417,815.05 10,917,194.05   sFT  1.00001405   -1 10 16.0
 AA9385;UTM  17      - 4,061,044.117   550,956.316   MT  0.99963199   +0 20 27.1
 AA9385
 AA9385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9385!SPC VA S     -   0.99987742  x   1.00001405  =   0.99989147
 AA9385!UTM  17      -   0.99987742  x   0.99963199  =   0.99950945
 AA9385
 AA9385|---------------------------------------------------------------------|
 AA9385| PID    Reference Object                     Distance      Geod. Az  |
 AA9385|                                                           dddmmss.s |
 AA9385| AA9386 CARTWRIGHT                          329.631 METERS 03530     |
 AA9385| AA9425 MULE                                APPROX. 0.6 KM 1573843.0 |
 AA9385|---------------------------------------------------------------------|
 AA9385
 AA9385                          SUPERSEDED SURVEY CONTROL
 AA9385
 AA9385  ELLIP H (12/05/95)  781.29   (m)                       GP(       ) 4 2
 AA9385
 AA9385.Superseded values are not recommended for survey control.
 AA9385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9385.See file dsdata.txt to determine how the superseded data were derived.
 AA9385
 AA9385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5095661044(NAD 83)
 AA9385_MARKER: DD = SURVEY DISK
 AA9385_SETTING: 66 = SET IN ROCK OUTCROP
 AA9385_STAMPING: 1030 CHATHAM VA LS 1718 1995
 AA9385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9385+STABILITY: POSITION/ELEVATION WELL
 AA9385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9385+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9385
 AA9385  HISTORY     - Date     Condition        Report By
 AA9385  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9385
 AA9385                          STATION DESCRIPTION
 AA9385
 AA9385'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9385'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 3.3 MILES
 AA9385'SOUTHWEST OF THE TOWN OF MEADOWS OF DAN.  TO REACH THE STATION FROM
 AA9385'THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 614 PROCEED
 AA9385'SOUTHWEST ALONG STATE ROUTE 614 A DISTANCE OF 3.3 MILES TO ITS
 AA9385'INTERSECTION WITH STATE ROUTE 602.  TURN LEFT AND PROCEED SOUTHEAST
 AA9385'ALONG STATE ROUTE 602 A DISTANCE OF 0.4 MILE TO A DIRT ROAD AND LOCKED
 AA9385'GATE.  TURN LEFT THROUGH GATE AND PROCEED EAST ALONG DIRT ROAD A
 AA9385'DISTANCE OF 0.3 MILE TO A ROAD JUNCTION.  HIKE SOUTH ALONG OLD ROAD A
 AA9385'DISTANCE OF APPROXIMATELY 1000 FEET ALONG RIDGELINE TO THE STATION.
 AA9385'OBTAIN PERMISSION FROM LEO R. CHATHAM, ROUTE 2, BOX 88, MEADOWS OF
 AA9385'DAN, VIRGINIA  24120, TELEPHONE NUMBER 703/952-2552.  THE STATION IS A
 AA9385'STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK CEMENTED IN ROCK AND STAMPED
 AA9385'1030 CHATHAM VA LS 1718 1995.  REFERENCES (ALL DIRECTIONS ARE
 AA9385'REFERENCED FROM 1995 MAGNETIC NORTH)(1) 21.3 FEET AZIMUTH 80 DEGREES
 AA9385'TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP CEMENTED IN ROCK, (2)
 AA9385'9.0 FEET AZIMUTH 153 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9385'GEOMETRICS CAP CEMENTED IN ROCK, (3) 20.9 FEET AZIMUTH 332 DEGREES TO
 AA9385'A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP CEMENTED IN ROCK, AND
 AA9385'(4) 50.0 FEET SOUTH FROM A WHITE CARSONITE WITNESS POST.  THE STATION
 AA9385'IS INTERVISIBLE WITH STATIONS 1040 CARTWRIGHT AND 1390 DAVES POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3103 ***********************************************************************
 FY3103  DESIGNATION -  CHATHAM HALL
 FY3103  PID         -  FY3103
 FY3103  STATE/COUNTY-  VA/PITTSYLVANIA
 FY3103  USGS QUAD   -  CHATHAM (1994)
 FY3103
 FY3103                         *CURRENT SURVEY CONTROL
 FY3103  ___________________________________________________________________
 FY3103* NAD 83(1993)-  36 49 29.86847(N)    079 23 26.90915(W)     ADJUSTED  
 FY3103* NAVD 88     -       228.8    (meters)     751.     (feet)  VERTCON   
 FY3103  ___________________________________________________________________
 FY3103  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 FY3103  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY3103
 FY3103  HORZ ORDER  -  SECOND
 FY3103
 FY3103.The horizontal coordinates were established by classical geodetic methods
 FY3103.and adjusted by the National Geodetic Survey in September 1995..
 FY3103
 FY3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3103
 FY3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3103
 FY3103.The geoid height was determined by GEOID03.
 FY3103
 FY3103;                    North         East     Units Scale Factor Converg.
 FY3103;SPC VA S     - 1,054,933.353 3,420,528.277   MT  0.99998993   -0 32 26.4
 FY3103;SPC VA S     - 3,461,060.51 11,222,183.19   sFT  0.99998993   -0 32 26.4
 FY3103;UTM  17      - 4,076,663.397   643,512.458   MT  0.99985373   +0 57 52.8
 FY3103
 FY3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3103!SPC VA S     -   0.99996912  x   0.99998993  =   0.99995905
 FY3103!UTM  17      -   0.99996912  x   0.99985373  =   0.99982286
 FY3103
 FY3103|---------------------------------------------------------------------|
 FY3103| PID    Reference Object                     Distance      Geod. Az  |
 FY3103|                                                           dddmmss.s |
 FY3103| DC5060 CHATHAM HALL RM 1                    26.088 METERS 03226     |
 FY3103| DC5059 CHATHAM HALL AZ MK                                 1281703.2 |
 FY3103| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX. 9.2 KM 1755944.5 |
 FY3103| FY3105 CHATHAM SOUTH MERIDIAN 1941          39.080 METERS 34003     |
 FY3103|---------------------------------------------------------------------|
 FY3103
 FY3103                          SUPERSEDED SURVEY CONTROL
 FY3103
 FY3103  NAD 83(1986)-  36 49 29.87423(N)    079 23 26.91074(W) AD(       ) 2
 FY3103  NAD 27      -  36 49 29.39655(N)    079 23 27.81775(W) AD(       ) 2
 FY3103  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG       
 FY3103
 FY3103.Superseded values are not recommended for survey control.
 FY3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3103.See file dsdata.txt to determine how the superseded data were derived.
 FY3103
 FY3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4351276663(NAD 83)
 FY3103_MARKER: DS = TRIANGULATION STATION DISK
 FY3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3103
 FY3103  HISTORY     - Date     Condition        Report By
 FY3103  HISTORY     - 1941     MONUMENTED       CGS
 FY3103  HISTORY     - 1963     GOOD             CGS
 FY3103  HISTORY     - 1964     GOOD             CGS
 FY3103
 FY3103                          STATION DESCRIPTION
 FY3103
 FY3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3103'THE STATION IS ON THE GROUNDS OF THE CHATHAM HALL SCHOOL
 FY3103'FOR GIRLS, 12.6 FEET E OF THE RED BRICK CHIMNEY WHICH IS ON
 FY3103'THE E END OF THE PRESIDENTS HOUSE AND 61 FEET SW OF THE SW
 FY3103'CORNER OF THE CHAPEL.
 FY3103'
 FY3103'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 FY3103'DISKS SET IN CONCRETE.
 FY3103'
 FY3103'REFERENCE MARK NO. 1 IS A STANDARD DISK N OF THE STATION
 FY3103'EMBEDDED IN THE CONCRETE STEP OF THE CHAPEL.  THE DISK IS
 FY3103'STAMPED CHATHAM HALL NO. 1 1941.
 FY3103'
 FY3103'REFERENCE MARK NO. 2 IS THE STONE OF THE U.S.C. AND G.S. MAGNETIC
 FY3103'STATION NAMED CHATHAM SOUTH MERIDIAN.  IT IS A 6- BY 8-INCH
 FY3103'LIMESTONE POST BEARING THE LEGEND U.S.C. AND G.S. S.M. CUT
 FY3103'IN ITS TOP.  IT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE
 FY3103'OF THE LAWN.
 FY3103'
 FY3103'THE AZIMUTH MARK IS ABOUT 1/2 MILE SW OF THE STATION ON
 FY3103'THE RIGHT-OF-WAY PROPERTY OWNED BY THE STATE OF VIRGINIA,
 FY3103'29 FEET N OF THE CENTER LINE OF STATE ROUTE 57 AND 0.6 MILE
 FY3103'E OF THE M.M. MITCHELL ESSO SERVICE STATION IN CHATHAM.
 FY3103'
 FY3103'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. ROUTE
 FY3103'29 AND STATE ROUTE 57 IN CHATHAM, FOLLOW STATE ROUTE 57
 FY3103'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE DISK IS
 FY3103'STAMPED CHATHAM HALL 1941.  THE MARK PROJECTS ABOUT 3 INCHES
 FY3103'ABOVE THE SURFACE OF THE GROUND.
 FY3103'
 FY3103'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM, GO
 FY3103'E ON THE STREET 1 BLOCK N OF THE POST OFFICE FOR 0.2 MILE
 FY3103'TO THE ENTRANCE OF THE SCHOOL, CONTINUE EASTERLY ON THE DRIVE
 FY3103'FOR 0.2 MILE TO FORKS THEN TAKE THE RIGHT FORK AND GO 0.05
 FY3103'MILE TO THE E END OF THE PRESIDENTS HOUSE AND STATION ON
 FY3103'THE RIGHT.
 FY3103
 FY3103                          STATION RECOVERY (1963)
 FY3103
 FY3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 FY3103'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FY3103'TO BE IN GOOD CONDITION.  A CONCRETE BLOCK BUILDING HAS BEEN
 FY3103'BUILT ABOUT 75 FEET FROM THE AZIMUTH MARK AND ON LINE WITH
 FY3103'THE STATION.  THE AZIMUTH MARK IS NOW ALONG SECONDARY ROUTE
 FY3103'832 AND NOT STATE ROUTE 57 AS DESCRIBED IN THE ORIGINAL
 FY3103'DESCRIPTION.
 FY3103
 FY3103                          STATION RECOVERY (1964)
 FY3103
 FY3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3103'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 FY3103'IN GOOD CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE WITH
 FY3103'THE FOLLOWING INFORMITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 FY3103'BY A BUILDING.  REFERENCE MARK NO. 2 IS OBSTRUCTED BY A
 FY3103'LARGE TREE, THE TREE IS ON THE LAWN OF THE SCHOOL AND COULD
 FY3103'NOT BE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3102 ***********************************************************************
 FY3102  DESIGNATION -  CHATHAM HALL TANK
 FY3102  PID         -  FY3102
 FY3102  STATE/COUNTY-  VA/PITTSYLVANIA
 FY3102  USGS QUAD   -  CHATHAM (1994)
 FY3102
 FY3102                         *CURRENT SURVEY CONTROL
 FY3102  ___________________________________________________________________
 FY3102* NAD 83(1993)-  36 49 42.84745(N)    079 23 19.84076(W)     ADJUSTED  
 FY3102* NAVD 88     -                                                        
 FY3102  ___________________________________________________________________
 FY3102  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FY3102  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY3102
 FY3102  HORZ ORDER  -  THIRD
 FY3102
 FY3102.The horizontal coordinates were established by classical geodetic methods
 FY3102.and adjusted by the National Geodetic Survey in September 1995..
 FY3102
 FY3102
 FY3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3102
 FY3102.The geoid height was determined by GEOID03.
 FY3102
 FY3102;                    North         East     Units Scale Factor Converg.
 FY3102;SPC VA S     - 1,055,331.773 3,420,707.204   MT  0.99998934   -0 32 22.1
 FY3102;SPC VA S     - 3,462,367.66 11,222,770.22   sFT  0.99998934   -0 32 22.1
 FY3102;UTM  17      - 4,077,066.326   643,680.833   MT  0.99985433   +0 57 57.3
 FY3102
 FY3102                          SUPERSEDED SURVEY CONTROL
 FY3102
 FY3102  NAD 83(1986)-  36 49 42.85393(N)    079 23 19.84257(W) AD(       ) 4
 FY3102  NAD 27      -  36 49 42.36721(N)    079 23 20.74857(W) AD(       ) 3
 FY3102
 FY3102.Superseded values are not recommended for survey control.
 FY3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3102.See file dsdata.txt to determine how the superseded data were derived.
 FY3102
 FY3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4368177066(NAD 83)
 FY3102_MARKER: 53 = ELEVATED TANK
 FY3102
 FY3102  HISTORY     - Date     Condition        Report By
 FY3102  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3102
 FY3102                          STATION DESCRIPTION
 FY3102
 FY3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3102'THE STATION IS LOCATED ON THE PROPERTY OF THE CHATHAM HALL
 FY3102'SCHOOL FOR GIRLS WHICH IS IN THE EAST SECTION OF CHATHAM.
 FY3102'
 FY3102'THE STATION IS A 4-LEGGED STEEL STRUCTURE WITH A OBLOIDAL TANK
 FY3102'AND A RISER IN THE CENTER.  IT IS PAINTED SILVER IN COLOR AND
 FY3102'THE OVER-ALL HEIGHT IS ABOUT 125 FEET.  THE POINT INTERSECTED
 FY3102'WAS THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3104 ***********************************************************************
 FY3104  DESIGNATION -  CHATHAM HARGRAVE MIL ACAD TANK
 FY3104  PID         -  FY3104
 FY3104  STATE/COUNTY-  VA/PITTSYLVANIA
 FY3104  USGS QUAD   -  CHATHAM (1994)
 FY3104
 FY3104                         *CURRENT SURVEY CONTROL
 FY3104  ___________________________________________________________________
 FY3104* NAD 83(1993)-  36 50 02.05880(N)    079 23 51.07076(W)     ADJUSTED  
 FY3104* NAVD 88     -                                                        
 FY3104  ___________________________________________________________________
 FY3104  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FY3104  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY3104
 FY3104  HORZ ORDER  -  THIRD
 FY3104
 FY3104.The horizontal coordinates were established by classical geodetic methods
 FY3104.and adjusted by the National Geodetic Survey in September 1995..
 FY3104
 FY3104
 FY3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3104
 FY3104.The geoid height was determined by GEOID03.
 FY3104
 FY3104;                    North         East     Units Scale Factor Converg.
 FY3104;SPC VA S     - 1,055,931.275 3,419,938.970   MT  0.99998848   -0 32 41.0
 FY3104;SPC VA S     - 3,464,334.52 11,220,249.77   sFT  0.99998848   -0 32 41.0
 FY3104;UTM  17      - 4,077,645.359   642,897.221   MT  0.99985156   +0 57 39.0
 FY3104
 FY3104                          SUPERSEDED SURVEY CONTROL
 FY3104
 FY3104  NAD 83(1986)-  36 50 02.06479(N)    079 23 51.07214(W) AD(       ) 4
 FY3104  NAD 27      -  36 50 01.58700(N)    079 23 51.97000(W) AD(       ) 3
 FY3104
 FY3104.Superseded values are not recommended for survey control.
 FY3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3104.See file dsdata.txt to determine how the superseded data were derived.
 FY3104
 FY3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4289777645(NAD 83)
 FY3104_MARKER: 51 = TANK
 FY3104
 FY3104  HISTORY     - Date     Condition        Report By
 FY3104  HISTORY     - 1941     FIRST OBSERVED   CGS
 FY3104
 FY3104                          STATION DESCRIPTION
 FY3104
 FY3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FY3104'AN INTERSECTION STATION
 FY3104'
 FY3104'THE STATION IS THE FINIAL ON THE SILVER PAINTED WATER TANK OF
 FY3104'THE HARGRAVE MILITARY ACADEMY, LOCATED IN THE TOWN OF CHATHAM,
 FY3104'VIRGINIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3105 ***********************************************************************
 FY3105  DESIGNATION -  CHATHAM SOUTH MERIDIAN 1941
 FY3105  PID         -  FY3105
 FY3105  STATE/COUNTY-  VA/PITTSYLVANIA
 FY3105  USGS QUAD   -  CHATHAM (1994)
 FY3105
 FY3105                         *CURRENT SURVEY CONTROL
 FY3105  ___________________________________________________________________
 FY3105* NAD 83(1993)-  36 49 31.06014(N)    079 23 27.44725(W)     ADJUSTED  
 FY3105* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FY3105  ___________________________________________________________________
 FY3105  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 FY3105  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY3105
 FY3105  HORZ ORDER  -  SECOND
 FY3105
 FY3105.The horizontal coordinates were established by classical geodetic methods
 FY3105.and adjusted by the National Geodetic Survey in September 1995..
 FY3105
 FY3105.The orthometric height was scaled from a topographic map.
 FY3105
 FY3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3105
 FY3105.The geoid height was determined by GEOID03.
 FY3105
 FY3105;                    North         East     Units Scale Factor Converg.
 FY3105;SPC VA S     - 1,054,970.211 3,420,515.289   MT  0.99998988   -0 32 26.7
 FY3105;SPC VA S     - 3,461,181.43 11,222,140.58   sFT  0.99998988   -0 32 26.7
 FY3105;UTM  17      - 4,076,699.897   643,498.508   MT  0.99985368   +0 57 52.5
 FY3105
 FY3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3105!SPC VA S     -   0.99996912  x   0.99998988  =   0.99995900
 FY3105!UTM  17      -   0.99996912  x   0.99985368  =   0.99982281
 FY3105
 FY3105                          SUPERSEDED SURVEY CONTROL
 FY3105
 FY3105  NAD 83(1986)-  36 49 31.06589(N)    079 23 27.44883(W) AD(       ) 2
 FY3105  NAD 27      -  36 49 30.58900(N)    079 23 28.35600(W) AD(       ) 2
 FY3105
 FY3105.Superseded values are not recommended for survey control.
 FY3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3105.See file dsdata.txt to determine how the superseded data were derived.
 FY3105
 FY3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4349976700(NAD 83)
 FY3105_MARKER: U = CONCRETE POST
 FY3105_SETTING: 0 = UNSPECIFIED SETTING
 FY3105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY3105
 FY3105  HISTORY     - Date     Condition        Report By
 FY3105  HISTORY     - 1941     MONUMENTED       CGS
 FY3105
 FY3105                          STATION DESCRIPTION
 FY3105
 FY3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3105'THE STATION IS 128.225 FEET OR 39.080 METERS NORTH-NORTHWEST
 FY3105'OF STATION CHATHAM HALL, 225 FEET WEST-SOUTHWEST OF THE
 FY3105'SOUTHWEST CORNER OF THE CHAPEL, 81 FEET NORTH OF THE PORCH
 FY3105'OF THE PRESIDENTS HOME AND 12 FEET NORTHWEST OF A 24 INCH
 FY3105'CEDAR TREE.  THE MARK IS A 6 BY 8 INCH LIMESTONE POST BEARING
 FY3105'THE LEGEND U.S.C. AND G.S. S.M. CUT IN ITS TOP.  IT PROJECTS
 FY3105'ABOUT 8 INCHES ABOVE THE SURFACE OF THE LAWN.
 FY3105'
 FY3105'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM GO
 FY3105'EAST ON THE STREET ONE BLOCK NORTH OF THE POST OFFICE FOR
 FY3105'0.2 MILE TO THE ENTRANCE OF THE SCHOOL, CONTINUE EASTERLY
 FY3105'ON THE DRIVE FOR 0.2 MILE TO FORKS TAKE THE RIGHT FORK AND
 FY3105'CONTINUE FOR 20 YARDS TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1494 ***********************************************************************
 FY1494  DESIGNATION -  CHATMOSS
 FY1494  PID         -  FY1494
 FY1494  STATE/COUNTY-  VA/HENRY
 FY1494  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1494
 FY1494                         *CURRENT SURVEY CONTROL
 FY1494  ___________________________________________________________________
 FY1494* NAD 83(1993)-  36 41 08.60356(N)    079 49 00.44457(W)     ADJUSTED  
 FY1494* NAVD 88     -       271.434  (meters)     890.53   (feet)  ADJUSTED  
 FY1494  ___________________________________________________________________
 FY1494  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 FY1494  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY1494  DYNAMIC HT  -         271.203 (meters)     889.77  (feet)  COMP
 FY1494  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 FY1494
 FY1494  HORZ ORDER  -  SECOND
 FY1494  VERT ORDER  -  SECOND    CLASS 0
 FY1494
 FY1494.The horizontal coordinates were established by classical geodetic methods
 FY1494.and adjusted by the National Geodetic Survey in September 1995..
 FY1494
 FY1494.The orthometric height was determined by differential leveling
 FY1494.and adjusted by the National Geodetic Survey in June 1991..
 FY1494
 FY1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1494
 FY1494.The geoid height was determined by GEOID03.
 FY1494
 FY1494.The dynamic height is computed by dividing the NAVD 88
 FY1494.geopotential number by the normal gravity value computed on the
 FY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1494.degrees latitude (g = 980.6199 gals.).
 FY1494
 FY1494.The modeled gravity was interpolated from observed gravity values.
 FY1494
 FY1494;                    North         East     Units Scale Factor Converg.
 FY1494;SPC VA S     - 1,039,927.246 3,382,311.652   MT  1.00001568   -0 47 57.1
 FY1494;SPC VA S     - 3,411,827.97 11,096,800.81   sFT  1.00001568   -0 47 57.1
 FY1494;UTM  17      - 4,060,661.702   605,711.226   MT  0.99973767   +0 42 25.0
 FY1494
 FY1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1494!SPC VA S     -   0.99996251  x   1.00001568  =   0.99997819
 FY1494!UTM  17      -   0.99996251  x   0.99973767  =   0.99970019
 FY1494
 FY1494|---------------------------------------------------------------------|
 FY1494| PID    Reference Object                     Distance      Geod. Az  |
 FY1494|                                                           dddmmss.s |
 FY1494| FY1493 CHATMOSS RM 1                        10.028 METERS 26025     |
 FY1494| FY2467 MARTINSVILLE RADIO STATION WMVA MAS APPROX. 3.5 KM 2972446.8 |
 FY1494|---------------------------------------------------------------------|
 FY1494
 FY1494                          SUPERSEDED SURVEY CONTROL
 FY1494
 FY1494  NAD 83(1986)-  36 41 08.60917(N)    079 49 00.44086(W) AD(       ) 2
 FY1494  NAD 27      -  36 41 08.11921(N)    079 49 01.30835(W) AD(       ) 2
 FY1494  NGVD 29 (??/??/92)  271.637  (m)          891.20   (f) ADJ UNCH    2 0
 FY1494
 FY1494.Superseded values are not recommended for survey control.
 FY1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1494.See file dsdata.txt to determine how the superseded data were derived.
 FY1494
 FY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0571160662(NAD 83)
 FY1494_MARKER: DE = TRAVERSE STATION DISK
 FY1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1494_STAMPING: CHATMOSS 1964
 FY1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1494+STABILITY: SURFACE MOTION
 FY1494
 FY1494  HISTORY     - Date     Condition        Report By
 FY1494  HISTORY     - 1964     MONUMENTED       CGS
 FY1494  HISTORY     - 1964     GOOD             CGS
 FY1494
 FY1494                          STATION DESCRIPTION
 FY1494
 FY1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY1494'THE STATION IS LOCATED 3 MILES EAST OF MARTINSVILLE ON THE
 FY1494'SOUTH RIGHT OF WAY OF U.S. HIGHWAY 58 AND JUST EAST OF COUNTY
 FY1494'ROAD 777 LEADING SOUTH TO CHATMOSS.
 FY1494'
 FY1494'TO REACH FROM THE POST OFFICE IN MARTINSVILLE, GO EASTERLY
 FY1494'ON STATE HIGHWAY 57 AND CHURCH STREET FOR 1.4 MILES TO THE
 FY1494'EAST JUNCTION OF STATE HIGHWAY 57 AND U.S. HIGHWAY 58.  TURN
 FY1494'RIGHT AND GO EAST FOR 2.15 MILES TO COUNTY ROAD 777 ON THE
 FY1494'RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.1 MILE TO THE
 FY1494'STATION ON THE LEFT.  NORTH SIDE OF THE ROAD AND NORTH OF
 FY1494'A LARGE BILLBOARD.
 FY1494'
 FY1494'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CHATMOSS
 FY1494'1964, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 FY1494'WITH THE GROUND.  IT IS 100 FEET NORTHEAST OF THE APPROXIMATE
 FY1494'CENTER OF COUNTY ROAD 777, 64 FEET EAST OF POWER LINE POLE
 FY1494'NUMBER 953-188 AND 56 FEET SOUTH OF THE CENTER LINE OF THE
 FY1494'EAST BOUND LANE OF U.S. HIGHWAY 58.
 FY1494'
 FY1494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHATMOSS NO 1
 FY1494'1964, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 FY1494'WITH THE GROUND.  IT IS 38 FEET EAST OF POWER LINE POLE NUMBER
 FY1494'953-188 AND 3 FEET EAST OF THE NORTH POLE OF A LARGE BILLBOARD.
 FY1494
 FY1494                          STATION RECOVERY (1964)
 FY1494
 FY1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY1494'3.8 MI E FROM MARTINSVILLE.
 FY1494'0.6 MILE EAST ALONG CHURCH STREET FROM THE POST OFFICE THENCE
 FY1494'3.2 MILES EAST ALONG U.S. HIGHWAY 58 TO THE MARK SET IN THE
 FY1494'TOP OF A CONCRETE POST, FLUSH, ABOUT 100 YARDS EAST OF THE JUNCTION
 FY1494'OF COUNTY ROAD 777 AND U.S. HIGHWAY 58, 100 FEET NORTHEAST OF THE
 FY1494'APPROXIMATE CENTER OF COUNTY ROAD 777, 64 FEET EAST OF POWER
 FY1494'LINE POLE NUMBER 953-188, 56 FEET SOUTH OF THE CENTER LINE OF
 FY1494'THE EAST BOUND LANE OF U.S. HIGHWAY 58 AND IS ABOUT 10 FEET
 FY1494'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1493 ***********************************************************************
 FY1493  DESIGNATION -  CHATMOSS RM 1
 FY1493  PID         -  FY1493
 FY1493  STATE/COUNTY-  VA/HENRY
 FY1493  USGS QUAD   -  MARTINSVILLE EAST (1984)
 FY1493
 FY1493                         *CURRENT SURVEY CONTROL
 FY1493  ___________________________________________________________________
 FY1493* NAD 83(1986)-  36 41 08.     (N)    079 49 00.     (W)     SCALED    
 FY1493* NAVD 88     -       271.762  (meters)     891.61   (feet)  ADJUSTED  
 FY1493  ___________________________________________________________________
 FY1493  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY1493  DYNAMIC HT  -         271.531 (meters)     890.85  (feet)  COMP
 FY1493  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 FY1493
 FY1493  VERT ORDER  -  SECOND    CLASS 0
 FY1493
 FY1493.The horizontal coordinates were scaled from a topographic map and have
 FY1493.an estimated accuracy of +/- 6 seconds.
 FY1493
 FY1493.The orthometric height was determined by differential leveling
 FY1493.and adjusted by the National Geodetic Survey in June 1991..
 FY1493
 FY1493.The geoid height was determined by GEOID03.
 FY1493
 FY1493.The dynamic height is computed by dividing the NAVD 88
 FY1493.geopotential number by the normal gravity value computed on the
 FY1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1493.degrees latitude (g = 980.6199 gals.).
 FY1493
 FY1493.The modeled gravity was interpolated from observed gravity values.
 FY1493
 FY1493;                    North         East    Units  Estimated Accuracy
 FY1493;SPC VA S     - 1,039,910.    3,382,320.      MT  (+/- 180 meters Scaled)
 FY1493
 FY1493                          SUPERSEDED SURVEY CONTROL
 FY1493
 FY1493  NGVD 29 (??/??/92)  271.965  (m)          892.27   (f) ADJ UNCH    2 0
 FY1493
 FY1493.Superseded values are not recommended for survey control.
 FY1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1493.See file dsdata.txt to determine how the superseded data were derived.
 FY1493
 FY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA057606(NAD 83)
 FY1493_MARKER: DR = REFERENCE MARK DISK
 FY1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1493_STAMPING: CHATMOSS NO 1 1964
 FY1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1493+STABILITY: SURFACE MOTION
 FY1493
 FY1493  HISTORY     - Date     Condition        Report By
 FY1493  HISTORY     - 1964     MONUMENTED       CGS
 FY1493
 FY1493                          STATION DESCRIPTION
 FY1493
 FY1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1493'3.8 MI E FROM MARTINSVILLE.
 FY1493'AT THE CHATMOSS STATION SITE-- SET IN THE TOP OF A CONCRETE
 FY1493'POST, FLUSH, ABOUT 100 YARDS EAST OF THE JUNCTION OF COUNTY ROAD
 FY1493'777 AND U.S. HIGHWAY 58, 38 FEET EAST OF POWER LINE POLE NUMBER
 FY1493'953-188, 3 FEET EAST OF THE NORTH POLE OF A LARGE BILLBOARD
 FY1493'AND IS ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0950 ***********************************************************************
 FW0950  DESIGNATION -  CHEAPSIDE USE 1932
 FW0950  PID         -  FW0950
 FW0950  STATE/COUNTY-  VA/NORTHAMPTON
 FW0950  USGS QUAD   -  TOWNSEND (1989)
 FW0950
 FW0950                         *CURRENT SURVEY CONTROL
 FW0950  ___________________________________________________________________
 FW0950* NAD 83(1993)-  37 11 19.92923(N)    075 59 52.78264(W)     ADJUSTED  
 FW0950* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FW0950  ___________________________________________________________________
 FW0950  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 FW0950  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FW0950
 FW0950  HORZ ORDER  -  SECOND
 FW0950
 FW0950.The horizontal coordinates were established by classical geodetic methods
 FW0950.and adjusted by the National Geodetic Survey in September 1995..
 FW0950
 FW0950.The orthometric height was scaled from a topographic map.
 FW0950
 FW0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0950
 FW0950.The geoid height was determined by GEOID03.
 FW0950
 FW0950;                    North         East     Units Scale Factor Converg.
 FW0950;SPC VA S     - 1,097,886.116 3,722,118.518   MT  0.99995024   +1 31 06.7
 FW0950;SPC VA S     - 3,601,981.37 12,211,650.50   sFT  0.99995024   +1 31 06.7
 FW0950;UTM  18      - 4,116,290.906   411,421.210   MT  0.99969665   -0 36 11.8
 FW0950
 FW0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0950!SPC VA S     -   1.00000491  x   0.99995024  =   0.99995515
 FW0950!UTM  18      -   1.00000491  x   0.99969665  =   0.99970156
 FW0950
 FW0950:                Primary Azimuth Mark                     Grid Az
 FW0950:SPC VA S     -  OLD PLANTATION FLATS LH 2                314 03 12.3
 FW0950:UTM  18      -  OLD PLANTATION FLATS LH 2                316 10 30.8
 FW0950
 FW0950|---------------------------------------------------------------------|
 FW0950| PID    Reference Object                     Distance      Geod. Az  |
 FW0950|                                                           dddmmss.s |
 FW0950| GV3902 OLD PLANTATION FLATS LH 2           APPROX. 6.2 KM 3153419.0 |
 FW0950|---------------------------------------------------------------------|
 FW0950
 FW0950                          SUPERSEDED SURVEY CONTROL
 FW0950
 FW0950  NAD 83(1986)-  37 11 19.93243(N)    075 59 52.81971(W) AD(       ) 2
 FW0950  NAD 27      -  37 11 19.42800(N)    075 59 54.06300(W) AD(       ) 2
 FW0950
 FW0950.Superseded values are not recommended for survey control.
 FW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0950.See file dsdata.txt to determine how the superseded data were derived.
 FW0950
 FW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1142116291(NAD 83)
 FW0950_MARKER: DS = TRIANGULATION STATION DISK
 FW0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0950+STABILITY: SURFACE MOTION
 FW0950
 FW0950  HISTORY     - Date     Condition        Report By
 FW0950  HISTORY     - 1939     MONUMENTED       USE
 FW0950  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW0950  HISTORY     - 1949     GOOD             CGS
 FW0950  HISTORY     - 1953     GOOD             CGS
 FW0950  HISTORY     - 1954     GOOD             USN
 FW0950  HISTORY     - 1959     MARK NOT FOUND   CGS
 FW0950  HISTORY     - 20011208 GOOD             USPSQD
 FW0950
 FW0950                          STATION DESCRIPTION
 FW0950
 FW0950'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 FW0950'STATION IS ABOUT 5 MILES S OF CAPE CHARLES, 1.5 MILES W OF THE
 FW0950'VILLAGE OF CHEAPSIDE, 100 YARDS N OF THE POINT WHERE COUNTY
 FW0950'ROAD 646 (OILED) COMES TO A DEAD END AT THE BEACH, AND ABOUT
 FW0950'15 YARDS E OF THE TOP OF THE BEACH BLUFF, IN A GROVE OF TALL
 FW0950'PINES.
 FW0950'
 FW0950'SURFACE AND UNDERGROUND MARKS ARE DISKS SET IN CONCRETE.
 FW0950'THE DISKS ARE CORPS OF ENGINEERS
 FW0950'U.S. ARMY, STANDARD DISKS, STAMPED CHEAPSIDE, 1939.  THE MARK
 FW0950'PROJECTS ABOUT 10 INCHES.
 FW0950'
 FW0950'THIS MARK WAS ESTABLISHED BY THE CORP OF ENGINEERS, U.S.
 FW0950'ARMY, AND MARKS THE LOCATION OF A PROPOSED FIRE CONTROL
 FW0950'TOWER.
 FW0950'
 FW0950'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF SURROUNDING TIMBER.
 FW0950'NO REFERENCE MARK WAS SET.
 FW0950
 FW0950                          STATION RECOVERY (1942)
 FW0950
 FW0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0950'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW0950'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW0950'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW0950'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW0950'
 FW0950'(1) THE STATION IS 281.4 FEET N OF THE POINT WHERE COUNTY
 FW0950'ROAD 646 (OILED) COMES TO A DEAD END AT THE BEACH, NOT 100 YARDS.
 FW0950'
 FW0950'(2) 59 FEET E OF THE TOP OF THE BEACH BLUFF, NOT 15 YARDS.
 FW0950'
 FW0950'(3) THE SURFACE AND UNDERGROUND MARKS MUST BE CONSIDERED AS
 FW0950'GONE AS A FIRE CONTROL TOWER HAS BEEN CONSTRUCTED OVER THE
 FW0950'ORIGINAL POSITION.
 FW0950'
 FW0950'THE STATION IS LOCATED ABOUT 5 MILES S OF CAPE CHARLES, 1.5
 FW0950'MILES W OF THE VILLAGE OF CHEAPSIDE, 281.4 FEET N OF A POINT
 FW0950'WHERE COUNTY ROAD 646 (OILED) COMES TO A DEAD END AT THE
 FW0950'BEACH, AND 59 FEET E OF THE TOP OF THE BEACH BLUFF, IN A GROVE
 FW0950'OF TALL PINES.
 FW0950'
 FW0950'THE TOWER IS UP AND OBSERVATION QUARTERS UNDER CONSTRUCTION.
 FW0950'CONDITION OF STATION GOOD.
 FW0950'
 FW0950'NOTE--ACCORDING TO INFORMATION RECEIVED FROM LIEUT. COL. DILLON,
 FW0950'COMMANDING OFFICER AT FORT CUSTIS, THIS STATION WAS NOT
 FW0950'DISTURBED WHEN THE TOWER WAS BUILT.
 FW0950
 FW0950                          STATION RECOVERY (1949)
 FW0950
 FW0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RHT)
 FW0950'STATION RECOVERED AS DESCRIBED--DESCRIPTION ADEQUATE.
 FW0950
 FW0950                          STATION RECOVERY (1953)
 FW0950
 FW0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0950'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 FW0950'IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING CHANGES--
 FW0950'
 FW0950'THE SURFACE MARK IS 2.2 FT. SW OF THE CENTER OF THE TOWER,
 FW0950'AND 3 IN. BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 FW0950'UPRIGHT AND FIRM, AND DOES NOT APPEAR TO EVER HAVE BEEN
 FW0950'DISTURBED.  THE TOWER IS IN GOOD CONDITION BUT HAD BEEN
 FW0950'ABANDONED.
 FW0950
 FW0950                          STATION RECOVERY (1954)
 FW0950
 FW0950'RECOVERY NOTE BY US NAVY 1954
 FW0950'STATION RECOVERED AS DESCRIBED.
 FW0950
 FW0950                          STATION RECOVERY (1959)
 FW0950
 FW0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 FW0950'STATION SEARCHED FOR BUT WAS NOT FOUND.
 FW0950
 FW0950                          STATION RECOVERY (2001)
 FW0950
 FW0950'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0950'ADD 10 INCHES NE OF THE NE CORNER OF SW CONCRETE FOUNDATION OF FIRE
 FW0950'CONTROL TOWER, 9 INCHES BELOW SURFACE.  NOTE THAT TOWER STEEL SUPPORTS
 FW0950'SEVERLY RUSTED THRU AND IN DANGER OF COLLASPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4418 ***********************************************************************
 GV4418  DESIGNATION -  CHEAT
 GV4418  PID         -  GV4418
 GV4418  STATE/COUNTY-  VA/YORK
 GV4418  USGS QUAD   -  CLAY BANK (1984)
 GV4418
 GV4418                         *CURRENT SURVEY CONTROL
 GV4418  ___________________________________________________________________
 GV4418* NAD 83(1993)-  37 17 33.46349(N)    076 35 06.29249(W)     ADJUSTED  
 GV4418* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4418  ___________________________________________________________________
 GV4418  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GV4418  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 GV4418
 GV4418  HORZ ORDER  -  SECOND
 GV4418
 GV4418.The horizontal coordinates were established by classical geodetic methods
 GV4418.and adjusted by the National Geodetic Survey in September 1995..
 GV4418
 GV4418.The orthometric height was scaled from a topographic map.
 GV4418
 GV4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4418
 GV4418.The geoid height was determined by GEOID03.
 GV4418
 GV4418;                    North         East     Units Scale Factor Converg.
 GV4418;SPC VA S     - 1,108,179.302 3,669,773.928   MT  0.99994625   +1 09 44.0
 GV4418;SPC VA S     - 3,635,751.59 12,039,916.63   sFT  0.99994625   +1 09 44.0
 GV4418;UTM  18      - 4,128,513.091   359,503.206   MT  0.99984316   -0 57 37.9
 GV4418
 GV4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4418!SPC VA S     -   1.00000561  x   0.99994625  =   0.99995186
 GV4418!UTM  18      -   1.00000561  x   0.99984316  =   0.99984877
 GV4418
 GV4418:                Primary Azimuth Mark                     Grid Az
 GV4418:SPC VA S     -  SANDY POINT SHOAL LIGHT                  125 20 59.2
 GV4418:UTM  18      -  SANDY POINT SHOAL LIGHT                  127 28 21.1
 GV4418
 GV4418|---------------------------------------------------------------------|
 GV4418| PID    Reference Object                     Distance      Geod. Az  |
 GV4418|                                                           dddmmss.s |
 GV4418| GV4462 SANDY POINT SHOAL LIGHT             APPROX. 4.2 KM 1263043.2 |
 GV4418| GV4424 ELEVATED WOODEN TANK                APPROX. 3.5 KM 1601459.8 |
 GV4418| DC9081 CHEAT RM 2 AZIMUTH                  APPROX. 0.9 KM 2174036.3 |
 GV4418| DC9080 CHEAT RM 1                           26.003 METERS 21913     |
 GV4418| DC8950 BANNER RM 2 ROSEWELL 2                             35344     |
 GV4418| GV4444 PAGE ROCK LIGHTHOUSE                APPROX. 2.0 KM 3561633.6 |
 GV4418|---------------------------------------------------------------------|
 GV4418
 GV4418                          SUPERSEDED SURVEY CONTROL
 GV4418
 GV4418  NAD 83(1993)-  37 17 33.46450(N)    076 35 06.29841(W) AD(       ) 2
 GV4418  NAD 83(1986)-  37 17 33.46934(N)    076 35 06.31827(W) AD(       ) 2
 GV4418  NAD 27      -  37 17 32.94800(N)    076 35 07.48300(W) AD(       ) 2
 GV4418
 GV4418.Superseded values are not recommended for survey control.
 GV4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4418.See file dsdata.txt to determine how the superseded data were derived.
 GV4418
 GV4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5950328513(NAD 83)
 GV4418_MARKER: DS = TRIANGULATION STATION DISK
 GV4418_SETTING: 0 = UNSPECIFIED SETTING
 GV4418
 GV4418  HISTORY     - Date     Condition        Report By
 GV4418  HISTORY     - 1945     MONUMENTED       CGS
 GV4418  HISTORY     - 1951     GOOD             CGS
 GV4418  HISTORY     - 1952     GOOD             CGS
 GV4418
 GV4418                          STATION DESCRIPTION
 GV4418
 GV4418'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (LCJ)
 GV4418'STATION IS ABOUT 5 MILES ABOVE YORKTOWN, IN THE YORK RIVER, ON THE
 GV4418'NORTHEASTERLY CORNER OF THE LARGE CONCRETE SURFACES PIER AT
 GV4418'CHEATHAM ANNEX, U.S. NAVAL SUPPLY DEPOT, A STANDARD DISK CEMENTED
 GV4418'IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE PIER.  THE R.M.S ARE
 GV4418'STANDARD DISKS SET IN DRILL HOLES IN THE CONCRETE FLOOR, AND THE
 GV4418'BENCH MARK IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN
 GV4418'THE CONCRETE FLOOR.  R.M. 2 IS ON THE SOUTHEAST SIDE OF THE PIER,
 GV4418'NEAR THE INSHORE END OF THE PIER.  SEE SKETCH FOR DISTANCES,
 GV4418'ETC.
 GV4418
 GV4418                          STATION RECOVERY (1951)
 GV4418
 GV4418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCC)
 GV4418'STATION, REFERENCE MARKS 1 AND 2, AND BENCH MARK 1 WERE RECOVERED
 GV4418'AS DESCRIBED.
 GV4418
 GV4418                          STATION RECOVERY (1952)
 GV4418
 GV4418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4418'STATION AND R.M.S 1 AND 2 ALSO B.M. 1 RECOVERED IN GOOD CONDITION.
 GV4418'DESCRIPTION COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3596 ***********************************************************************
 GV3596  DESIGNATION -  CHEESE 1911
 GV3596  PID         -  GV3596
 GV3596  STATE/COUNTY-  VA/ACCOMACK
 GV3596  USGS QUAD   -  EWELL (1986)
 GV3596
 GV3596                         *CURRENT SURVEY CONTROL
 GV3596  ___________________________________________________________________
 GV3596* NAD 83(1993)-  37 56 50.48547(N)    076 02 58.40843(W)     ADJUSTED  
 GV3596* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3596  ___________________________________________________________________
 GV3596  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GV3596  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV3596
 GV3596  HORZ ORDER  -  THIRD
 GV3596
 GV3596.The horizontal coordinates were established by classical geodetic methods
 GV3596.and adjusted by the National Geodetic Survey in November 1994..
 GV3596
 GV3596.The orthometric height was scaled from a topographic map.
 GV3596
 GV3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3596
 GV3596.The geoid height was determined by GEOID03.
 GV3596
 GV3596;                    North         East     Units Scale Factor Converg.
 GV3596;SPC VA S     - 1,181,917.515 3,715,357.193   MT  0.99999653   +1 29 14.0
 GV3596;SPC VA S     - 3,877,674.38 12,189,467.72   sFT  0.99999653   +1 29 14.0
 GV3596;SPC MD       -    31,593.374   483,544.486   MT  1.00008004   +0 35 47.5
 GV3596;SPC MD       -   103,652.59  1,586,428.87   sFT  1.00008004   +0 35 47.5
 GV3596;UTM  18      - 4,200,493.621   407,784.518   MT  0.99970473   -0 38 43.6
 GV3596
 GV3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3596!SPC VA S     -   1.00000568  x   0.99999653  =   1.00000221
 GV3596!SPC MD       -   1.00000568  x   1.00008004  =   1.00008572
 GV3596!UTM  18      -   1.00000568  x   0.99970473  =   0.99971041
 GV3596
 GV3596:                Primary Azimuth Mark                     Grid Az
 GV3596:SPC VA S     -  SMITH ISLAND OLD CHURCH SPIRE            009 32 53.8
 GV3596:SPC MD       -  SMITH ISLAND OLD CHURCH SPIRE            010 26 20.3
 GV3596:UTM  18      -  SMITH ISLAND OLD CHURCH SPIRE            011 40 51.4
 GV3596
 GV3596|---------------------------------------------------------------------|
 GV3596| PID    Reference Object                     Distance      Geod. Az  |
 GV3596|                                                           dddmmss.s |
 GV3596| GV3603 SMITH ISLAND OLD CHURCH SPIRE       APPROX. 3.5 KM 0110207.8 |
 GV3596| GV3609 SMITH ISLAND EWELL CH SPIRE         APPROX. 3.9 KM 0430706.4 |
 GV3596| GV3602 SHANKS HAMMOCK 2                    APPROX. 2.8 KM 1653215.3 |
 GV3596|---------------------------------------------------------------------|
 GV3596
 GV3596                          SUPERSEDED SURVEY CONTROL
 GV3596
 GV3596  NAD 83(1993)-  37 56 50.48940(N)    076 02 58.41484(W) AD(       ) 3
 GV3596  NAD 83(1986)-  37 56 50.48696(N)    076 02 58.43178(W) AD(       ) 3
 GV3596  NAD 27      -  37 56 49.99300(N)    076 02 59.67500(W) AD(       ) 3
 GV3596
 GV3596.Superseded values are not recommended for survey control.
 GV3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3596.See file dsdata.txt to determine how the superseded data were derived.
 GV3596
 GV3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH0778500494(NAD 83)
 GV3596_MARKER: T = CHISELED TRIANGLE
 GV3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3596+STABILITY: SURFACE MOTION
 GV3596
 GV3596  HISTORY     - Date     Condition        Report By
 GV3596  HISTORY     - 1911     MONUMENTED       CGS
 GV3596
 GV3596                          STATION DESCRIPTION
 GV3596
 GV3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JBB)
 GV3596'STATION IS SW OF SMITH ISLAND, ON THE WESTERN SHORE OF HOG NECK,
 GV3596'1/4 MILE N OF THE LONG NARROW STRIP OF SAND EXTENDING S TOWARD
 GV3596'SHANKS HAMMOCK, 33 FEET E OF THE SHORE LINE AND 50 FEET W OF
 GV3596'A SMALL POND.  MARKED BY A CEMENT BLOCK 6 BY 6 BY 24 INCHES,
 GV3596'EXTENDING ABOUT 2 INCHES ABOVE THE SURFACE, WITH A TRIANGLE,
 GV3596'THE YEAR 1910 AND THE LETTERS C.G.S. CUT IN ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4153 ***********************************************************************
 GV4153  DESIGNATION -  CHEESEMAN 5 VFC 1934
 GV4153  PID         -  GV4153
 GV4153  STATE/COUNTY-  VA/YORK
 GV4153  USGS QUAD   -  POQUOSON WEST (1983)
 GV4153
 GV4153                         *CURRENT SURVEY CONTROL
 GV4153  ___________________________________________________________________
 GV4153* NAD 83(1993)-  37 10 38.23972(N)    076 24 37.25660(W)     ADJUSTED  
 GV4153* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4153  ___________________________________________________________________
 GV4153  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV4153  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 GV4153
 GV4153  HORZ ORDER  -  THIRD
 GV4153
 GV4153.The horizontal coordinates were established by classical geodetic methods
 GV4153.and adjusted by the National Geodetic Survey in September 1995..
 GV4153
 GV4153.The orthometric height was scaled from a topographic map.
 GV4153
 GV4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4153
 GV4153.The geoid height was determined by GEOID03.
 GV4153
 GV4153;                    North         East     Units Scale Factor Converg.
 GV4153;SPC VA S     - 1,095,711.008 3,685,546.316   MT  0.99995088   +1 16 05.7
 GV4153;SPC VA S     - 3,594,845.20 12,091,663.21   sFT  0.99995088   +1 16 05.7
 GV4153;UTM  18      - 4,115,471.136   374,801.193   MT  0.99979309   -0 51 08.5
 GV4153
 GV4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4153!SPC VA S     -   1.00000573  x   0.99995088  =   0.99995661
 GV4153!UTM  18      -   1.00000573  x   0.99979309  =   0.99979882
 GV4153
 GV4153:                Primary Azimuth Mark                     Grid Az
 GV4153:SPC VA S     -  FACTORY VFC 1934                         056 52 47.3
 GV4153:UTM  18      -  FACTORY VFC 1934                         059 00 01.5
 GV4153
 GV4153|---------------------------------------------------------------------|
 GV4153| PID    Reference Object                     Distance      Geod. Az  |
 GV4153|                                                           dddmmss.s |
 GV4153| GV4159 FACTORY VFC 1934                    472.679 METERS 0580853.0 |
 GV4153| GV4192 SHIP POINT VFC 1934                 315.201 METERS 14536     |
 GV4153|---------------------------------------------------------------------|
 GV4153
 GV4153                          SUPERSEDED SURVEY CONTROL
 GV4153
 GV4153  NAD 83(1986)-  37 10 38.24762(N)    076 24 37.29376(W) AD(       ) 3
 GV4153  NAD 27      -  37 10 37.72200(N)    076 24 38.48200(W) AD(       ) 3
 GV4153
 GV4153.Superseded values are not recommended for survey control.
 GV4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4153.See file dsdata.txt to determine how the superseded data were derived.
 GV4153
 GV4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7480115471(NAD 83)
 GV4153_MARKER: U = CONCRETE POST
 GV4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4153
 GV4153  HISTORY     - Date     Condition        Report By
 GV4153  HISTORY     - 1934     MONUMENTED       VACF
 GV4153  HISTORY     - 1943     GOOD             CGS
 GV4153  HISTORY     - 1954     MARK NOT FOUND   AMS
 GV4153  HISTORY     - 1980     GOOD             LOCENG
 GV4153
 GV4153                          STATION DESCRIPTION
 GV4153
 GV4153'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4153'ON CHEESEMAN CREEK, ON THE LOW POINT OF HIGH LAND NORTHWEST OF A
 GV4153'SUMMER COTTAGE STANDING IN A GROVE OF DYING PINES, KILLED BY LAST
 GV4153'AUGUST GALE.  THE SHORE IS PROTECTED BY A LOW CONCRETE WALL,
 GV4153'DISTANCES TO WHICH ARE GIVEN ON THE SKETCH.  THE STATION IS MARKED
 GV4153'BY A CONCRETE MARKER, FLUSH WITH THE GROUND.
 GV4153
 GV4153                          STATION RECOVERY (1943)
 GV4153
 GV4153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4153'DESCRIPTION INADEQUATE.  A NEW DESCRIPTION IS AS FOLLOWS--
 GV4153'
 GV4153'ON CHEESEMAN CREEK (S BANK) ON A LOW POINT OF LAND CONTAINING
 GV4153'TWO SUMMER COTTAGES AND PARTLY SURROUNDED BY A CONCRETE
 GV4153'RETAINING WALL, 97.7 FEET NE OF THE NE CORNER OF THE N COTTAGE,
 GV4153'AND 61.2 FEET E OF THE FOOT OF THE DOCK.
 GV4153'
 GV4153'THE ORIGINAL SKETCH IS GOOD AND SHOULD BE RETAINED IN THE
 GV4153'DESCRIPTION.
 GV4153'
 GV4153'THE MARK IS A 6- BY 6-INCH CONCRETE BLOCK WITH A HOLE IN THE TOP
 GV4153'AND 6-INCHES BELOW THE SURFACE OF THE LAWN.  THE STATION IS IN
 GV4153'GOOD CONDITION.
 GV4153
 GV4153                          STATION RECOVERY (1954)
 GV4153
 GV4153'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV4153'THIS MARK NOT RECOVERED - PROBING TO A DEPTH OF 8-INCHES FAILED
 GV4153'TO LOCATED IN AREA WHICH IS LAWNED.  POSSIBLY FILLED OVER MARK,
 GV4153'OR MARK REMOVED.
 GV4153
 GV4153                          STATION RECOVERY (1980)
 GV4153
 GV4153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GWS)
 GV4153'DESC. CORRECT.  COTTAGE REPLACED BY LARGE SQ HOUSE.
 GV4153'
 GV4153'HOLE IN CM RECOVERED IN GOOD CONDITION.  APROX 1 FOOT DEEP.
 GV4153'
 GV4153'ONE ADL DIST TO FLAG POLE IN LAWN 14 FEET.  YORK-180 DEG 00 MIN.
 GV4153'FLAG POLE 027 DEG 54 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4154 ***********************************************************************
 GV4154  DESIGNATION -  CHEESEMAN 8 VFC 1934
 GV4154  PID         -  GV4154
 GV4154  STATE/COUNTY-  VA/YORK
 GV4154  USGS QUAD   -  POQUOSON WEST (1983)
 GV4154
 GV4154                         *CURRENT SURVEY CONTROL
 GV4154  ___________________________________________________________________
 GV4154* NAD 83(1993)-  37 11 00.00238(N)    076 24 39.25316(W)     ADJUSTED  
 GV4154* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4154  ___________________________________________________________________
 GV4154  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GV4154  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 GV4154
 GV4154  HORZ ORDER  -  THIRD
 GV4154
 GV4154.The horizontal coordinates were established by classical geodetic methods
 GV4154.and adjusted by the National Geodetic Survey in September 1995..
 GV4154
 GV4154.The orthometric height was scaled from a topographic map.
 GV4154
 GV4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4154
 GV4154.The geoid height was determined by GEOID03.
 GV4154
 GV4154;                    North         East     Units Scale Factor Converg.
 GV4154;SPC VA S     - 1,096,380.622 3,685,482.234   MT  0.99995054   +1 16 04.5
 GV4154;SPC VA S     - 3,597,042.09 12,091,452.96   sFT  0.99995054   +1 16 04.5
 GV4154;UTM  18      - 4,116,142.557   374,761.941   MT  0.99979321   -0 51 10.1
 GV4154
 GV4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4154!SPC VA S     -   1.00000542  x   0.99995054  =   0.99995596
 GV4154!UTM  18      -   1.00000542  x   0.99979321  =   0.99979862
 GV4154
 GV4154:                Primary Azimuth Mark                     Grid Az
 GV4154:SPC VA S     -  CHEESEMAN 5 VFC 1934                     174 32 00.7
 GV4154:UTM  18      -  CHEESEMAN 5 VFC 1934                     176 39 15.3
 GV4154
 GV4154|---------------------------------------------------------------------|
 GV4154| PID    Reference Object                     Distance      Geod. Az  |
 GV4154|                                                           dddmmss.s |
 GV4154| GV4153 CHEESEMAN 5 VFC 1934                APPROX. 0.7 KM 1754805.2 |
 GV4154|---------------------------------------------------------------------|
 GV4154
 GV4154                          SUPERSEDED SURVEY CONTROL
 GV4154
 GV4154  NAD 83(1986)-  37 11 00.01045(N)    076 24 39.29022(W) AD(       ) 3
 GV4154  NAD 27      -  37 10 59.48700(N)    076 24 40.47900(W) AD(       ) 3
 GV4154
 GV4154.Superseded values are not recommended for survey control.
 GV4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4154.See file dsdata.txt to determine how the superseded data were derived.
 GV4154
 GV4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7476216143(NAD 83)
 GV4154_MARKER: U = CONCRETE POST
 GV4154_SETTING: 0 = UNSPECIFIED SETTING
 GV4154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4154
 GV4154  HISTORY     - Date     Condition        Report By
 GV4154  HISTORY     - 1934     MONUMENTED       VACF
 GV4154  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV4154  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 GV4154
 GV4154                          STATION DESCRIPTION
 GV4154
 GV4154'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4154'ON A LOW MARSHY POINT IN FRONT OF A VERY OLD DWELLING ABOUT 11
 GV4154'YARDS FROM THE EDGE OF THE MARSH, IN THE VICINITY OF CHEESEMAN
 GV4154'CREEK.  THE STATION IS MARKED BY A CONCRETE MARKER PROJECTING
 GV4154'A FEW INCHES ABOVE THE MARSH.
 GV4154
 GV4154                          STATION RECOVERY (1943)
 GV4154
 GV4154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4154'THIS STATION WAS RECOVERED.  THE DESCRIPTION IS INADEQUATE,
 GV4154'A NEW DESCRIPTION FOLLOWS--
 GV4154'
 GV4154'ON THE N SHORE OF CHEESEMAN CREEK ON THE PROPERTY OF J.G. PARKMAN.
 GV4154'240 FEET SW, FROM A CHIMNEY STANDING ALONE AND 25 FEET FROM
 GV4154'THE MARSH.  THE STATION IS MARKED BY A CONCRETE MARKER 3-INCHES
 GV4154'BELOW THE MARSH.  THE STATION HAS A NAIL PROJECTING ABOUT 2-INCHES
 GV4154'ABOVE THE CONCRETE.  THE STATION IS IN GOOD CONDITION.
 GV4154
 GV4154                          STATION RECOVERY (1980)
 GV4154
 GV4154'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GWS)
 GV4154'OLD NAIL IN CONC MON RECOVERED IN GOOD CONDITION ABOUT 30 INCHES
 GV4154'UNDERGROUND (TOP PINCHED FLAT)-3/4 INCH PIPE SET OVER MON FLUSH
 GV4154'W/GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1019 ***********************************************************************
 FW1019  DESIGNATION -  CHERITON WEBSTER CANNING STACK
 FW1019  PID         -  FW1019
 FW1019  STATE/COUNTY-  VA/NORTHAMPTON
 FW1019  USGS QUAD   -  CHERITON (1986)
 FW1019
 FW1019                         *CURRENT SURVEY CONTROL
 FW1019  ___________________________________________________________________
 FW1019* NAD 83(1993)-  37 17 31.27372(N)    075 57 33.87250(W)     ADJUSTED  
 FW1019* NAVD 88     -                                                        
 FW1019  ___________________________________________________________________
 FW1019  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FW1019  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FW1019
 FW1019  HORZ ORDER  -  THIRD
 FW1019
 FW1019.The horizontal coordinates were established by classical geodetic methods
 FW1019.and adjusted by the National Geodetic Survey in September 1995..
 FW1019
 FW1019
 FW1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1019
 FW1019.The geoid height was determined by GEOID03.
 FW1019
 FW1019;                    North         East     Units Scale Factor Converg.
 FW1019;SPC VA S     - 1,109,420.811 3,725,235.195   MT  0.99994626   +1 32 31.0
 FW1019;SPC VA S     - 3,639,824.78 12,221,875.80   sFT  0.99994626   +1 32 31.0
 FW1019;UTM  18      - 4,127,699.343   414,962.054   MT  0.99968908   -0 34 52.7
 FW1019
 FW1019                          SUPERSEDED SURVEY CONTROL
 FW1019
 FW1019  NAD 83(1993)-  37 17 31.28088(N)    075 57 33.87188(W) AD(       ) 4
 FW1019  NAD 83(1986)-  37 17 31.27663(N)    075 57 33.90881(W) AD(       ) 4
 FW1019  NAD 27      -  37 17 30.77800(N)    075 57 35.14800(W) AD(       ) 3
 FW1019
 FW1019.Superseded values are not recommended for survey control.
 FW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1019.See file dsdata.txt to determine how the superseded data were derived.
 FW1019
 FW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1496227699(NAD 83)
 FW1019_MARKER: 63 = STACK
 FW1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1019+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 FW1019
 FW1019  HISTORY     - Date     Condition        Report By
 FW1019  HISTORY     - 1939     FIRST OBSERVED   CGS
 FW1019  HISTORY     - 1954     GOOD             CGS
 FW1019  HISTORY     - 1962     GOOD             CGS
 FW1019  HISTORY     - 1968     GOOD             CGS
 FW1019  HISTORY     - 20011208 GOOD             USPSQD
 FW1019  HISTORY     - 20050815 GOOD             USPSQD
 FW1019
 FW1019                          STATION DESCRIPTION
 FW1019
 FW1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW1019'THIS INTERSECTION STATION IS THE CENTER OF BRICK STACK AT THE
 FW1019'WEBSTER CANNING COMPANY OF CHERITON, VIRGINIA.  STACK WAS BUILT
 FW1019'IN 1934.  IT IS APPROXIMATELY 175 FEET HIGH, CONSTRUCTED OF RED
 FW1019'BRICK WITH THE NAME WEBSTER IN WHITE LETTERING ON THE SIDE.
 FW1019'STACK IS PART OF THE POWER PLANT FOR THE ABOVE NAMED CANNING
 FW1019'COMPANY.
 FW1019
 FW1019                          STATION RECOVERY (1954)
 FW1019
 FW1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW1019'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 FW1019'FOLLOWS--
 FW1019'
 FW1019'THIS INTERSECTION STATION IS LOCATED AT THE WEBSTER CANNING
 FW1019'COMPANY AT CHERITON.  IT IS A RED-BRICK STACK WITH THE NAME
 FW1019'WEBSTER PAINTED ON THE S SIDE, 175 FT. HIGH, MORE E AND TALLER
 FW1019'OF TWO STACKS.
 FW1019
 FW1019                          STATION RECOVERY (1962)
 FW1019
 FW1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1019'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW1019
 FW1019                          STATION RECOVERY (1968)
 FW1019
 FW1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW1019'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DATA WAS AVAILABLE
 FW1019'AT THIS TIME FOR COMPARISON.
 FW1019'
 FW1019'IT IS A RED BRICK STACK, 175 FEET HIGH, ADJACENT TO A WATER TANK, AND
 FW1019'ON THE EAST SIDE OF THE RAILROAD TRACKS IS CHERITON.  THE
 FW1019'INTERSECTION POINT IS THE TOP CENTER.
 FW1019
 FW1019                          STATION RECOVERY (2001)
 FW1019
 FW1019'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW1019'FACTORY IN VERY POOR CONDITION AND OUT OF BUSINESS.
 FW1019
 FW1019                          STATION RECOVERY (2005)
 FW1019
 FW1019'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 FW1019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1020 ***********************************************************************
 FW1020  DESIGNATION -  CHERITON WEBSTER CANNING TANK
 FW1020  PID         -  FW1020
 FW1020  STATE/COUNTY-  VA/NORTHAMPTON
 FW1020  USGS QUAD   -  CHERITON (1986)
 FW1020
 FW1020                         *CURRENT SURVEY CONTROL
 FW1020  ___________________________________________________________________
 FW1020* NAD 83(1993)-  37 17 33.20391(N)    075 57 33.51192(W)     ADJUSTED  
 FW1020* NAVD 88     -                                                        
 FW1020  ___________________________________________________________________
 FW1020  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FW1020  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FW1020
 FW1020  HORZ ORDER  -  THIRD
 FW1020
 FW1020.The horizontal coordinates were established by classical geodetic methods
 FW1020.and adjusted by the National Geodetic Survey in September 1995..
 FW1020
 FW1020
 FW1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1020
 FW1020.The geoid height was determined by GEOID03.
 FW1020
 FW1020;                    North         East     Units Scale Factor Converg.
 FW1020;SPC VA S     - 1,109,480.530 3,725,242.472   MT  0.99994625   +1 32 31.2
 FW1020;SPC VA S     - 3,640,020.71 12,221,899.68   sFT  0.99994625   +1 32 31.2
 FW1020;UTM  18      - 4,127,758.736   414,971.535   MT  0.99968906   -0 34 52.6
 FW1020
 FW1020                          SUPERSEDED SURVEY CONTROL
 FW1020
 FW1020  NAD 83(1993)-  37 17 33.21330(N)    075 57 33.51113(W) AD(       ) 4
 FW1020  NAD 83(1986)-  37 17 33.20725(N)    075 57 33.54821(W) AD(       ) 4
 FW1020  NAD 27      -  37 17 32.70900(N)    075 57 34.78600(W) AD(       ) 3
 FW1020
 FW1020.Superseded values are not recommended for survey control.
 FW1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1020.See file dsdata.txt to determine how the superseded data were derived.
 FW1020
 FW1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1497227759(NAD 83)
 FW1020_MARKER: 53 = ELEVATED TANK
 FW1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1020+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 FW1020
 FW1020  HISTORY     - Date     Condition        Report By
 FW1020  HISTORY     - 1939     FIRST OBSERVED   CGS
 FW1020  HISTORY     - 1954     GOOD             CGS
 FW1020  HISTORY     - 1962     GOOD             CGS
 FW1020  HISTORY     - 20011208 GOOD             USPSQD
 FW1020  HISTORY     - 20050815 GOOD             USPSQD
 FW1020
 FW1020                          STATION DESCRIPTION
 FW1020
 FW1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW1020'THIS INTERSECTION STATION IS THE CENTER OF WATER TANK AT THE
 FW1020'WEBSTER CANNING COMPANY AT CHERITON, VIRGINIA.  TANK WAS BUILT
 FW1020'IN 1924, IT IS APPROXIMATELY 125 FEET HIGH, PAINTED SILVER, OF
 FW1020'THE USUAL TYPE CONSTRUCTION WITH FOUR SUPPORTING LEGS OF GIRDER
 FW1020'STEEL.  TOP OF TANK HAS A BALL AT ITS APEX.
 FW1020
 FW1020                          STATION RECOVERY (1954)
 FW1020
 FW1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW1020'TANK WAS RECOVERED IN GOOD CONDITION.  THE 1942 PUBLISHED
 FW1020'DESCRIPTIONS IS ADEQUATE WITH ONE EXCEPTION--THE OVERALL HEIGHT
 FW1020'OF THE TANK IS 132 FT.
 FW1020
 FW1020                          STATION RECOVERY (1962)
 FW1020
 FW1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1020'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDTION.
 FW1020
 FW1020                          STATION RECOVERY (2001)
 FW1020
 FW1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW1020'TANK NEEDS PAINTING.
 FW1020
 FW1020                          STATION RECOVERY (2005)
 FW1020
 FW1020'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 FW1020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0830 ***********************************************************************
 FY0830  DESIGNATION -  CHERRY
 FY0830  PID         -  FY0830
 FY0830  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0830  USGS QUAD   -  CHATHAM (1994)
 FY0830
 FY0830                         *CURRENT SURVEY CONTROL
 FY0830  ___________________________________________________________________
 FY0830* NAD 83(1993)-  36 50 55.88614(N)    079 23 38.33200(W)     ADJUSTED  
 FY0830* NAVD 88     -       258.895  (meters)     849.39   (feet)  ADJUSTED  
 FY0830  ___________________________________________________________________
 FY0830  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FY0830  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0830  DYNAMIC HT  -         258.688 (meters)     848.71  (feet)  COMP
 FY0830  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 FY0830
 FY0830  HORZ ORDER  -  SECOND
 FY0830  VERT ORDER  -  SECOND    CLASS 0
 FY0830
 FY0830.The horizontal coordinates were established by classical geodetic methods
 FY0830.and adjusted by the National Geodetic Survey in September 1995..
 FY0830
 FY0830.The orthometric height was determined by differential leveling
 FY0830.and adjusted by the National Geodetic Survey in June 1991..
 FY0830
 FY0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0830
 FY0830.The geoid height was determined by GEOID03.
 FY0830
 FY0830.The dynamic height is computed by dividing the NAVD 88
 FY0830.geopotential number by the normal gravity value computed on the
 FY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0830.degrees latitude (g = 980.6199 gals.).
 FY0830
 FY0830.The modeled gravity was interpolated from observed gravity values.
 FY0830
 FY0830;                    North         East     Units Scale Factor Converg.
 FY0830;SPC VA S     - 1,057,587.482 3,420,270.321   MT  0.99998610   -0 32 33.3
 FY0830;SPC VA S     - 3,469,768.26 11,221,336.88   sFT  0.99998610   -0 32 33.3
 FY0830;UTM  17      - 4,079,309.476   643,184.898   MT  0.99985258   +0 57 47.9
 FY0830
 FY0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0830!SPC VA S     -   0.99996439  x   0.99998610  =   0.99995049
 FY0830!UTM  17      -   0.99996439  x   0.99985258  =   0.99981698
 FY0830
 FY0830|---------------------------------------------------------------------|
 FY0830| PID    Reference Object                     Distance      Geod. Az  |
 FY0830|                                                           dddmmss.s |
 FY0830| DC5061 CHERRY RM 1                           7.650 METERS 33603     |
 FY0830| FY0834 SHEVA                               APPROX. 1.6 KM 3370856.5 |
 FY0830|---------------------------------------------------------------------|
 FY0830
 FY0830                          SUPERSEDED SURVEY CONTROL
 FY0830
 FY0830  NAD 83(1986)-  36 50 55.89302(N)    079 23 38.33350(W) AD(       ) 2
 FY0830  NAD 27      -  36 50 55.40479(N)    079 23 39.23959(W) AD(       ) 2
 FY0830  NGVD 29 (??/??/92)  259.142  (m)          850.20   (f) ADJ UNCH    2 0
 FY0830
 FY0830.Superseded values are not recommended for survey control.
 FY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0830.See file dsdata.txt to determine how the superseded data were derived.
 FY0830
 FY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4318579309(NAD 83)
 FY0830_MARKER: DE = TRAVERSE STATION DISK
 FY0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0830_SP_SET: BRIDGE
 FY0830_STAMPING: CHERRY 1964
 FY0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0830
 FY0830  HISTORY     - Date     Condition        Report By
 FY0830  HISTORY     - 1964     MONUMENTED       CGS
 FY0830  HISTORY     - 1964     GOOD             CGS
 FY0830  HISTORY     - 1983     MARK NOT FOUND   NGS
 FY0830
 FY0830                          STATION DESCRIPTION
 FY0830
 FY0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY0830'THE STATION IS ABOUT 2 MILES NORTH OF CHATHAM AND IN THE
 FY0830'WEST END OF A BRIDGE WHERE COUNTY ROAD 689 PASSES OVER U.S.
 FY0830'HIGHWAY 29 BYPASS.
 FY0830'
 FY0830'TO REACH FROM THE POST OFFICE IN CHATHAM, GO NORTH ON U.S.
 FY0830'HIGHWAY 29 FOR 1.55 MILES TO A BRIDGE AND THE STATION ON
 FY0830'THE RIGHT ABOUT 0.1 MILE.
 FY0830'
 FY0830'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CHERRY
 FY0830'1964 CEMENTED IN A DRILLED HOLE NEAR THE SOUTH END OF THE
 FY0830'WEST BRIDGE ABUTMENT AND JUST OUTSIDE THE EXPANSION JOINT.
 FY0830'IT IS 10.5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE BRIDGE
 FY0830'AND 6.2 FEET NORTH OF THE SOUTH END OF THE WEST ABUTMENT.
 FY0830'
 FY0830'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHERRY NO 1 1964
 FY0830'CEMENTED IN A DRILLED HOLE NEAR THE NORTH END OF THE WEST
 FY0830'BRIDGE ABUTMENT AND JUST OUTSIDE THE EXPANSION JOINT.  IT
 FY0830'IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF THE BRIDGE AND
 FY0830'2.8 FEET SOUTH OF THE NORTH END OF THE WEST BRIDGE ABUTMENT.
 FY0830'
 FY0830'NOTE--TRAVERSE STATION SHEVA CAN BE USED AS AN AZIMUTH MARK.
 FY0830
 FY0830                          STATION RECOVERY (1964)
 FY0830
 FY0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FY0830'1.5 MI N FROM CHATHAM.
 FY0830'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 29 BY-PASS FROM THE
 FY0830'JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 29 BY-PASS FROM
 FY0830'THE NORTH END TO THE MARK SET IN THE SOUTH END OF THE WEST
 FY0830'BRIDGE ABUTMENT AND JUST OUTSIDE THE EXPANSION JOINT, 25.10 FEET
 FY0830'SOUTHEAST OF RM 1, 10.5 FEET SOUTH OF THE APPROXIMATE CENTER
 FY0830'OF THE OVERPASS, 6.2 FEET NORTH OF THE SOUTH END OF THE WEST
 FY0830'ABUTMENT AND IS LEVEL WITH THE ROAD.
 FY0830
 FY0830                          STATION RECOVERY (1983)
 FY0830
 FY0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0830'NOT RECOVERED, CONSIDERED DESTROYED, ONLY THE STEM OF THE DISK WAS
 FY0830'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0541 ***********************************************************************
 FY0541  DESIGNATION -  CHERRY
 FY0541  PID         -  FY0541
 FY0541  STATE/COUNTY-  VA/MECKLENBURG
 FY0541  USGS QUAD   -  BUFFALO SPRINGS (1981)
 FY0541
 FY0541                         *CURRENT SURVEY CONTROL
 FY0541  ___________________________________________________________________
 FY0541* NAD 83(1993)-  36 37 57.58782(N)    078 38 11.83636(W)     ADJUSTED  
 FY0541* NAVD 88     -       121.689  (meters)     399.24   (feet)  ADJUSTED  
 FY0541  ___________________________________________________________________
 FY0541  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FY0541  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FY0541  DYNAMIC HT  -         121.596 (meters)     398.94  (feet)  COMP
 FY0541  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 FY0541
 FY0541  HORZ ORDER  -  SECOND
 FY0541  VERT ORDER  -  SECOND    CLASS 0
 FY0541
 FY0541.The horizontal coordinates were established by classical geodetic methods
 FY0541.and adjusted by the National Geodetic Survey in September 1995..
 FY0541
 FY0541.The orthometric height was determined by differential leveling
 FY0541.and adjusted by the National Geodetic Survey in June 1991..
 FY0541
 FY0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0541
 FY0541.The geoid height was determined by GEOID03.
 FY0541
 FY0541.The dynamic height is computed by dividing the NAVD 88
 FY0541.geopotential number by the normal gravity value computed on the
 FY0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0541.degrees latitude (g = 980.6199 gals.).
 FY0541
 FY0541.The modeled gravity was interpolated from observed gravity values.
 FY0541
 FY0541;                    North         East     Units Scale Factor Converg.
 FY0541;SPC VA S     - 1,033,227.031 3,487,780.542   MT  1.00002702   -0 04 58.5
 FY0541;SPC VA S     - 3,389,845.68 11,442,826.66   sFT  1.00002702   -0 04 58.5
 FY0541;UTM  17      - 4,056,725.036   711,308.797   MT  1.00015014   +1 24 38.6
 FY0541
 FY0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0541!SPC VA S     -   0.99998584  x   1.00002702  =   1.00001286
 FY0541!UTM  17      -   0.99998584  x   1.00015014  =   1.00013598
 FY0541
 FY0541:                Primary Azimuth Mark                     Grid Az
 FY0541:SPC VA S     -  JOHNS                                    109 44 07.6
 FY0541:UTM  17      -  JOHNS                                    108 14 30.5
 FY0541
 FY0541|---------------------------------------------------------------------|
 FY0541| PID    Reference Object                     Distance      Geod. Az  |
 FY0541|                                                           dddmmss.s |
 FY0541| FY3026 JOHNS                               APPROX. 3.0 KM 1093909.1 |
 FY0541| DC5239 CHERRY RM 1                          27.657 METERS 31545     |
 FY0541|---------------------------------------------------------------------|
 FY0541
 FY0541                          SUPERSEDED SURVEY CONTROL
 FY0541
 FY0541  NAD 83(1986)-  36 37 57.58796(N)    078 38 11.84309(W) AD(       ) 2
 FY0541  NAD 27      -  36 37 57.08864(N)    078 38 12.83725(W) AD(       ) 2
 FY0541  NGVD 29 (??/??/92)  121.953  (m)          400.11   (f) ADJ UNCH    2 0
 FY0541
 FY0541.Superseded values are not recommended for survey control.
 FY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0541.See file dsdata.txt to determine how the superseded data were derived.
 FY0541
 FY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1130956725(NAD 83)
 FY0541_MARKER: DE = TRAVERSE STATION DISK
 FY0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0541_STAMPING: CHERRY 1965
 FY0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0541+STABILITY: SURFACE MOTION
 FY0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0541+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY0541
 FY0541  HISTORY     - Date     Condition        Report By
 FY0541  HISTORY     - 1965     MONUMENTED       CGS
 FY0541  HISTORY     - 1966     GOOD             NGS
 FY0541  HISTORY     - 1969     GOOD             CGS
 FY0541  HISTORY     - 1969     GOOD             NGS
 FY0541  HISTORY     - 1991     GOOD             USPSQD
 FY0541  HISTORY     - 20020410 GOOD             RSA
 FY0541  HISTORY     - 20051026 GOOD             USPSQD
 FY0541
 FY0541                          STATION DESCRIPTION
 FY0541
 FY0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0541'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF CLARKSVILLE,
 FY0541'2.0 MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 58 AND
 FY0541'STATE HIGHWAY 49, 1.0 MILE SOUTHEAST OF THE BUFFALO CREEK
 FY0541'BRIDGE AND ON THE RIGHT OF WAY OF U.S. HIGHWAY 58.
 FY0541'
 FY0541'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSVILLE,
 FY0541'GO WEST ON U.S. HIGHWAY 58 FOR 2.85 MILES TO THE JUNCTION
 FY0541'OF STATE HIGHWAY 49 ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY
 FY0541'58 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 FY0541'
 FY0541'THE STATION MARK IS 99.0 FEET SOUTHEAST OF POWERLINE POLE NO.
 FY0541'G87, 39.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 FY0541'58 AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 FY0541'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0541'POST SET FLUSH WITH THE GROUND AND STAMPED CHERRY 1965.
 FY0541'
 FY0541'REFERENCE MARK NO. 1 IS 92.4 FEET WEST OF A METAL WITNESS
 FY0541'POST, 42.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 FY0541'58 AND 8.0 FEET EAST OF POWERLINE POLE NO. G87.  THE MARK IS A
 FY0541'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 FY0541'FLUSH WITH THE GROUND AND STAMPED CHERRY NO 1 1965.
 FY0541'
 FY0541'TRAVERSE STATION JOHNS CAN BE USED AS THE AZIMUTH MARK.  SEE
 FY0541'DESCRIPTION THEREOF.
 FY0541'
 FY0541'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY0541
 FY0541                          STATION RECOVERY (1966)
 FY0541
 FY0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0541'4.8 MI W FROM CLARKSVILLE.
 FY0541'4.8 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0541'CLARKSVILLE, 90.74 FEET NORTHEAST OF RM 1, 99 FEET SOUTHEAST
 FY0541'OF POWER LINE POLE NO G 87, 39 FEET SOUTHWEST OF THE CENTERLINE
 FY0541'OF HIGHWAY, 3.5 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE
 FY0541'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 4 FEET ABOVE THE
 FY0541'LEVEL OF THE HIGHWAY.
 FY0541
 FY0541                          STATION RECOVERY (1969)
 FY0541
 FY0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FY0541'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 FY0541'AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FY0541'IS ADEQUATE.
 FY0541'
 FY0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 FY0541'WEST OF CLARKSVILLE
 FY0541
 FY0541                          STATION RECOVERY (1969)
 FY0541
 FY0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0541'RECOVERED IN GOOD CONDITION.
 FY0541
 FY0541                          STATION RECOVERY (1991)
 FY0541
 FY0541'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLS)
 FY0541'RECOVERED IN GOOD CONDITION.
 FY0541
 FY0541                          STATION RECOVERY (2002)
 FY0541
 FY0541'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2002 (DWS)
 FY0541'RECOVERED IN GOOD CONDITION.
 FY0541
 FY0541                          STATION RECOVERY (2005)
 FY0541
 FY0541'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3352 ***********************************************************************
 GA3352  DESIGNATION -  CHERRY
 GA3352  PID         -  GA3352
 GA3352  STATE/COUNTY-  VA/C OF BRISTOL
 GA3352  USGS QUAD   -  BRISTOL (1991)
 GA3352
 GA3352                         *CURRENT SURVEY CONTROL
 GA3352  ___________________________________________________________________
 GA3352* NAD 83(1993)-  36 36 32.87756(N)    082 09 42.13110(W)     ADJUSTED  
 GA3352* NAVD 88     -       574.3    (meters)    1884.     (feet)  VERTCON   
 GA3352  ___________________________________________________________________
 GA3352  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 GA3352  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GA3352
 GA3352  HORZ ORDER  -  THIRD
 GA3352
 GA3352.The horizontal coordinates were established by classical geodetic methods
 GA3352.and adjusted by the National Geodetic Survey in December 1995..
 GA3352
 GA3352.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3352
 GA3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3352
 GA3352.The geoid height was determined by GEOID03.
 GA3352
 GA3352;                    North         East     Units Scale Factor Converg.
 GA3352;SPC VA S     - 1,036,959.663 3,172,476.503   MT  1.00003233   -2 13 20.6
 GA3352;SPC VA S     - 3,402,091.83 10,408,366.66   sFT  1.00003233   -2 13 20.6
 GA3352;SPC TN       -   259,239.962   943,319.693   MT  1.00003980   +2 14 49.5
 GA3352;SPC TN       -   850,523.11  3,094,874.69   sFT  1.00003980   +2 14 49.5
 GA3352;UTM  17      - 4,052,141.766   396,107.484   MT  0.99973298   -0 41 34.2
 GA3352
 GA3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3352!SPC VA S     -   0.99991477  x   1.00003233  =   0.99994710
 GA3352!SPC TN       -   0.99991477  x   1.00003980  =   0.99995457
 GA3352!UTM  17      -   0.99991477  x   0.99973298  =   0.99964777
 GA3352
 GA3352:                Primary Azimuth Mark                     Grid Az
 GA3352:SPC VA S     -  BRISTOL RAD STA WCYB MAST                007 42 33.5
 GA3352:SPC TN       -  BRISTOL RAD STA WCYB MAST                003 14 23.4
 GA3352:UTM  17      -  BRISTOL RAD STA WCYB MAST                006 10 47.1
 GA3352
 GA3352|---------------------------------------------------------------------|
 GA3352| PID    Reference Object                     Distance      Geod. Az  |
 GA3352|                                                           dddmmss.s |
 GA3352| GA3354 BRISTOL RAD STA WCYB MAST           APPROX. 2.4 KM 0052912.9 |
 GA3352| GA3346 AIRWAY BCN 27 1 MI NE BRISTOL       APPROX. 3.0 KM 0820427.9 |
 GA3352| DB9003 CHERRY RM 1                           4.584 METERS 09944     |
 GA3352| DB9004 CHERRY RM 2                           8.541 METERS 16845     |
 GA3352| GA3348 BRISTOL DOOR AND LUMBER TANK        APPROX. 2.6 KM 2153939.1 |
 GA3352| DB9002 CHERRY AZ MK                                       3204143.7 |
 GA3352|---------------------------------------------------------------------|
 GA3352
 GA3352                          SUPERSEDED SURVEY CONTROL
 GA3352
 GA3352  NAD 83(1993)-  36 36 32.87756(N)    082 09 42.13126(W) AD(       ) 3
 GA3352  NAD 83(1986)-  36 36 32.89158(N)    082 09 42.13733(W) AD(       ) 3
 GA3352  NAD 27      -  36 36 32.49248(N)    082 09 42.66688(W) AD(       ) 3
 GA3352  NGVD 29 (07/19/86)  574.4    (m)         1885.     (f) VERT ANG       
 GA3352
 GA3352.Superseded values are not recommended for survey control.
 GA3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3352.See file dsdata.txt to determine how the superseded data were derived.
 GA3352
 GA3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9610752142(NAD 83)
 GA3352_MARKER: DS = TRIANGULATION STATION DISK
 GA3352_SETTING: 66 = SET IN ROCK OUTCROP
 GA3352_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GA3352
 GA3352  HISTORY     - Date     Condition        Report By
 GA3352  HISTORY     - 1958     MONUMENTED       CGS
 GA3352  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GA3352
 GA3352                          STATION DESCRIPTION
 GA3352
 GA3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3352'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BRISTOL,
 GA3352'ABOUT 0.1 MILE NORTHWEST OF THE MOUNTAIN VIEW CEMENTERY AND
 GA3352'ON PROPERTY OWNED BY MR. LEONARD R. HALL.  IT IS 14 FEET WEST
 GA3352'OF A LARGE BOULDER AND 8 FEET WEST OF A METAL WITNESS POST.
 GA3352'THE DISK IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 GA3352'ABOUT 8 INCHES AND THE DISK IS STAMPED CHERRY 1958.
 GA3352'
 GA3352'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF A METAL WITNESS POST,
 GA3352'2 FEET SOUTH OF AN 8 INCH TREE AND IS ABOUT 3 FEET HIGHER
 GA3352'IN ELEVATION THAN THE STATION MARK.  THE DISK IS SET IN A
 GA3352'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET AND IS
 GA3352'STAMPED CHERRY NO 1 1958.
 GA3352'
 GA3352'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A METAL WITNESS
 GA3352'POST AND IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION
 GA3352'MARK.  THE DISK IS SET IN A DRILL HOLE IN A BOULDER THAT
 GA3352'PROJECTS ABOUT 1 FOOT AND IS STAMPED CHERRY NO 2 1958.
 GA3352'
 GA3352'AZIMUTH MARK IS SET IN A DRILL HOLE ON THE WEST SIDE OF SIDE
 GA3352'WALK OF THE MAIN ENTRANCE TO THE MONROE CALULATING-ADDING
 GA3352'MACHINES AND CO.  THE DISK IS SET FLUSH WITH THE SIDE WALK
 GA3352'AND IS STAMPED CHERRY 1958.
 GA3352'
 GA3352'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BRISTOL,
 GA3352'GO EASTERLY ON U.S. HIGHWAY 11 FOR 1.45 MILE TO CROSSROADS.
 GA3352'TURN RIGHT AT CROSSROADS AND GO SOUTHERLY ON VALLY ROAD FOR
 GA3352'0.5 MILE TO MONROE CALULATING-ADDING MACHINES AND CO. ON
 GA3352'LEFT AND AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD ON VALLY
 GA3352'ROAD FOR 0.5 MILE TO WFHG RADIO STATION ON LEFT AND A TRACK
 GA3352'ROAD ON THE RIGHT.  TURN RIGHT ON TRACK ROAD AND GO WESTERLY
 GA3352'FOR ABOUT 0.1 MILE TO END OF ROAD.  FROM HERE BEAR LEFT AND
 GA3352'GO UP HILL FOR ABOUT 0.1 MILE TO TOP OF HILL AND STATION.
 GA3352'
 GA3352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3352
 GA3352                          STATION RECOVERY (1970)
 GA3352
 GA3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GA3352'THE STATION WAS RECOVERED WITH THE DISK POPPED FROM THE SHANK,
 GA3352'WHICH WAS STILL FIRMLY EMBEDDED IN OOLITIC LIMESTONE ROCK.
 GA3352'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 GA3352'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WOULD BE
 GA3352'DESTROYED BY CONSTRUCTION AT THE BRISTOL ELECTROLUX CORP.
 GA3352'PLANT.  THE AZIMUTH MARK COULD NOT BE MADE VISIBLE WITHOUT
 GA3352'EXTENSIVE CLEARING AT THE STATION SITE, AND THE DISK WAS
 GA3352'REMOVED.  NO NEW AZIMUTH MARK WAS SET AS NOTHING FORMERLY
 GA3352'VISIBLE FROM THE STATION SITE IS NOW VISIBLE.  INTERSECTION
 GA3352'STATION BRISTOL, BRISTOL DOOR AND LUMBER CO. WATER TANK 1958
 GA3352'MAY POSSIBLY BE MADE VISIBLE WITH A MINIMUM OF CLEARING
 GA3352'AFTER ALL VEGITATION AND LEAVES DIE IN THE EARLY WINTER.  A
 GA3352'NEW STATION MARK DISK WAS NOT SET AS THE OOLITIC
 GA3352'LIMESTONE IN WHICH THE DISK SHANK IS CEMENTED IS A VERY
 GA3352'HARD AND GLASSY CONCRETION, AND REPEATED CHISELING
 GA3352'REQUIRED TO REMOVE THE OLD SHANK COULD RESULT IN
 GA3352'FRACTURING THE BEDROCK.  THE CENTER OF THE STATION MARK
 GA3352'SHANK WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 GA3352'BETWEEN THE OLD REFERENCE MARKS.  THE ANGLE BETWEEN THE
 GA3352'REFERENCE MARKS AS OBSERVED THIS DATE CHECKED THE 1958
 GA3352'OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS.  IN
 GA3352'CHECKING THE HORIZONTAL MEASURED DISTANCE FROM THE STATION
 GA3352'TO THE REFERENCE MARKS, THE DISTANCE TO REFERENCE MARK NO. 1
 GA3352'CHECKED THE 1958 DISTANCE FLAT AND A DISCREPANCY OF +0.01
 GA3352'OF A FOOT WAS NOTED IN THE DISTANCE FOR REFERENCE MARK NO. 2.
 GA3352'
 GA3352'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GA3352'
 GA3352'THE STATION IS LOCATED ABOUT 1 MILE NOTHEAST OF BRISTOL,
 GA3352'ABOUT 42 YARDS NORTH OF THE NORTH EDGE OF THE MOUNTAIN VIEW
 GA3352'CEMETERY, IN A DENSE STAND OF WOODS, AND ON THE PROPERTY
 GA3352'OF MR. LEONARD R. HALL.
 GA3352'
 GA3352'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL, VA.,
 GA3352'GO NORTHERLY ON U.S. HIGHWAYS 11 AND 19 (PIEDMONT STREET)
 GA3352'FOR 0.6 OF A MILE TO WHERE U.S. HIGHWAYS 11 AND 19 TURN RIGHT.
 GA3352'HERE TURN RIGHT ON U.S. HIGHWAYS 11 AND 19 (EUCLID AVENUE)
 GA3352'AND GO EASTERLY FOR 1.1 MILES TO VALLEY ROAD.  HERE TURN
 GA3352'RIGHT ON VALLEY ROAD AND GO IN A GENERAL SOUTH-SOUTHEASTERLY
 GA3352'DIRECTION FOR 0.55 OF A MILE TO A CAUTION LIGHT, CONTINUE
 GA3352'SOUTH-SOUTHEASTERLY ON VALLEY ROAD FOR 0.4 OF A MILE TO RADIO
 GA3352'STATION WFGH TRANSMITTING STATION ON THE LEFT, CONTINUE
 GA3352'SOUTHERLY ON VALLEY ROAD FOR 0.05 OF A MILE TO THE ENTRANCE INTO
 GA3352'MOUNTAIN VIEW CEMETERY ON THE RIGHT.  HERE TURN RIGHT, WEST,
 GA3352'ON PAVED CEMETERY DRIVE FOR ABOUT 0.05 OF A MILE TO A
 GA3352'GRAVELED LOOP DRIVE ON THE RIGHT, TURN RIGHT ON THIS
 GA3352'GRAVELED DRIVE AND GO NORTHERLY FOR 0.1 OF A MILE TO
 GA3352'WHERE THE DRIVE CURVES BACK LEFT.  HERE LEAVE THE DRIVE
 GA3352'AND GO WESTERLY ALONG THE NORTH EDGE OF THE CEMETERY (DRY
 GA3352'WEATHER ONLY) FOR 0.2 OF A MILE TO A LARGE STATUE OF
 GA3352'JESUS THE CHRIST IN THE GARDEN OF THE RESSURECTION
 GA3352'SECTION OF THE CEMETERY AND E.T.T.  FROM THIS POINT PACK
 GA3352'NORTHERLY THROUGH DENSE WOODS AND UNDERGROWTH FOR ABOUT 42
 GA3352'YARDS TO THE STATION IN BEDROCK AS DESCRIBED.
 GA3352'
 GA3352'THE STATION IS 125 FEET NORTH OF THE NORTH EDGE OF THE CEMETERY,
 GA3352'44 FEET SOUTH OF A 10-INCH BLACK LOCUST TREE, 25 FEET
 GA3352'SOUTH-SOUTHEAST OF A 6-INCH BLACK CHERRY TREE, 15 FEET WEST
 GA3352'OF THE NORTH END OF A LARGE LIMESTONE BOULDER, 15 FEET WEST
 GA3352'OF A 12-INCH HACKBERRY TREE, 13 FEET NORTHWEST OF THE SOUTH
 GA3352'END OF THE LARGE LIMESTONE BOULDER, AND 1.7 FEET SOUTH OF
 GA3352'A METAL WITNESS POST AND SIGN.  IT IS MARKED BY THE CENTER
 GA3352'OF THE SHANK OF A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA3352'OOLITIC LIMESTONE BEDROCK THAT PROJECTS ABOUT 8 INCHES.
 GA3352'
 GA3352'REFERENCE MARK NO. 1 IS 122 FEET NORTH OF THE NORTH EDGE
 GA3352'OF THE CEMETERY, 15.5 FEET EAST OF THE METAL WITNESS POST
 GA3352'AND SIGN AND 2 FEET SOUTH OF THE 12-INCH HACKBERRY TREE.
 GA3352'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE NORTH
 GA3352'END OF THE LARGE LIMESTONE BOULDER ABOUT 3 FEET ABOVE THE
 GA3352'STATION ELEVATION, AND THE DISK IS STAMPED CHERRY NO 1 1958.
 GA3352'
 GA3352'REFERENCE MARK NO. 2 IS 97 FEET NORTH OF THE NORTH EDGE OF
 GA3352'THE CEMETERY, 29 FEET SOUTH OF THE METAL WITNESS POST AND
 GA3352'SIGN AND 29 FEET SOUTH-SOUTHWEST OF THE 12-INCH HACKBERRY
 GA3352'TREE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR
 GA3352'THE NORTH END OF A LIMESTONE BOULDER THAT PROJECTS ABOUT 1
 GA3352'FOOT AND IS ABOUT 2 FEET ABOVE THE STATION ELEVATION.  THE
 GA3352'DISK IS STAMPED CHERRY NO 2 1958.
 GA3352'
 GA3352'DUE TO ROCK AND TREE ON LINE BETWEEN THE REFERENCE MARKS,
 GA3352'NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 GA3352'
 GA3352'NOTE--FOR FUTURE REFERENCE, A LARGE MAUSOLEUM IS TO BE BUILT
 GA3352'JUST WEST OF THE STATUE OF JESUS THE CHRIST.
 GA3352'
 GA3352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0
 GA3352'MILE NORTHEAST OF BRISTOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5173 ***********************************************************************
 HV5173  DESIGNATION -  CHERRY
 HV5173  PID         -  HV5173
 HV5173  STATE/COUNTY-  VA/FAIRFAX
 HV5173  USGS QUAD   -  FAIRFAX (1994)
 HV5173
 HV5173                         *CURRENT SURVEY CONTROL
 HV5173  ___________________________________________________________________
 HV5173* NAD 83(1993)-  38 46 22.17478(N)    077 17 07.13917(W)     ADJUSTED  
 HV5173* NAVD 88     -       126.2    (meters)     414.     (feet)  VERTCON   
 HV5173  ___________________________________________________________________
 HV5173  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HV5173  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV5173
 HV5173  HORZ ORDER  -  FIRST
 HV5173
 HV5173.The horizontal coordinates were established by classical geodetic methods
 HV5173.and adjusted by the National Geodetic Survey in November 1994..
 HV5173
 HV5173.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5173
 HV5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5173
 HV5173.The geoid height was determined by GEOID03.
 HV5173
 HV5173;                    North         East     Units Scale Factor Converg.
 HV5173;SPC VA N     - 2,123,481.237 3,605,551.172   MT  0.99995205   +0 45 29.2
 HV5173;SPC VA N     - 6,966,788.03 11,829,212.47   sFT  0.99995205   +0 45 29.2
 HV5173;UTM  18      - 4,294,047.588   301,467.737   MT  1.00008538   -1 25 53.8
 HV5173
 HV5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5173!SPC VA N     -   0.99998522  x   0.99995205  =   0.99993727
 HV5173!UTM  18      -   0.99998522  x   1.00008538  =   1.00007059
 HV5173
 HV5173:                Primary Azimuth Mark                     Grid Az
 HV5173:SPC VA N     -  BURKE SOUTHERN RR MICROWAVE              049 15 54.1
 HV5173:UTM  18      -  BURKE SOUTHERN RR MICROWAVE              051 27 17.1
 HV5173
 HV5173|---------------------------------------------------------------------|
 HV5173| PID    Reference Object                     Distance      Geod. Az  |
 HV5173|                                                           dddmmss.s |
 HV5173| HV5193 BURKE SOUTHERN RR MICROWAVE         APPROX. 3.9 KM 0500123.3 |
 HV5173| DC6129 CHERRY RM 3                                        20406     |
 HV5173| HV5180 FC 22 A                             APPROX. 0.5 KM 2084843.9 |
 HV5173| HV5052 FARRS                               APPROX. 5.3 KM 2293633.3 |
 HV5173| DC6127 CHERRY RM 1                          19.882 METERS 23008     |
 HV5173| HV5197 FAIRFAX STA RAD STA WEZR MAST       APPROX. 4.2 KM 2933012.9 |
 HV5173| HV5199 FAIRFAX STA FAA MICROWAVE           APPROX. 4.2 KM 2942301.5 |
 HV5173| DC6128 CHERRY RM 2                          23.868 METERS 34106     |
 HV5173|---------------------------------------------------------------------|
 HV5173
 HV5173                          SUPERSEDED SURVEY CONTROL
 HV5173
 HV5173  NAD 83(1993)-  38 46 22.17318(N)    077 17 07.14425(W) AD(       ) 1
 HV5173  NAD 83(1986)-  38 46 22.17373(N)    077 17 07.15240(W) AD(       ) 1
 HV5173  NAD 27      -  38 46 21.76485(N)    077 17 08.20793(W) AD(       ) 1
 HV5173  NGVD 29 (07/19/86)  126.4    (m)          415.     (f) VERT ANG       
 HV5173
 HV5173.Superseded values are not recommended for survey control.
 HV5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5173.See file dsdata.txt to determine how the superseded data were derived.
 HV5173
 HV5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0146894048(NAD 83)
 HV5173_MARKER: DS = TRIANGULATION STATION DISK
 HV5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5173
 HV5173  HISTORY     - Date     Condition        Report By
 HV5173  HISTORY     - 1958     MONUMENTED       CGS
 HV5173  HISTORY     - 1969     GOOD             CGS
 HV5173
 HV5173                          STATION DESCRIPTION
 HV5173
 HV5173'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV5173'STATION IS APPROXIMATELY 5.3 MILES SOUTH-SOUTHEAST OF FAIRFAX,
 HV5173'2.35 MILES EAST-SOUTHEAST OF BUTTS CROSSROAD, 1.8 MILES
 HV5173'SOUTH-SOUTHWEST OF BURKE, 0.35 MILE NORTH-NORTHEAST OF A T-ROAD
 HV5173'INTERSECTION AND ON THE HIGHEST PART OF RIDGE, ALONG THE
 HV5173'SOUTHEAST SIDE OF A NARROW DIRT ROAD.
 HV5173'
 HV5173'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 236 IN
 HV5173'FAIRFAX, GO SOUTH ON HIGHWAY 123 FOR 4.9 MILES TO TRIPPLE FORKS,
 HV5173'KEEP LEFT AND CONTINUE SOUTHEAST ON HIGHWAY 123 FOR 3.7 MILES
 HV5173'TO A SIDE ROAD LEFT (CO. ROUTE 643), TURN LEFT AND GO 1.1
 HV5173'MILES TO CROSSROADS, TURN LEFT AND GO NORTHWEST FOR 1.1 MILES
 HV5173'TO A T-ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT
 HV5173'(USC AND GS TRAVERSE STATION FC-22A 1951), TURN RIGHT AND GO
 HV5173'NORTH-NORTHEAST ON DIRT ROAD FOR 0.35 MILE TO THE STATION ON
 HV5173'THE RIGHT.
 HV5173'
 HV5173'STATION MARKS ARE STANDARD DISKS STAMPED CHERRY 1958.
 HV5173'THE SURFACE DISK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 HV5173'WHICH PROJECTS 2 INCHES.  IT IS 20 FEET EAST-SOUTHEAST OF THE
 HV5173'CENTER OF A DIRT ROAD, 10.5 FEET NORTH OF A PINE TREE WITH
 HV5173'A TRIANGLE BLAZE ON THE WEST SIDE AND 10 FEET WEST OF A 8-INCH
 HV5173'PINE TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HV5173'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.  A
 HV5173'STANDARD WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 HV5173'
 HV5173'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHERRY NO 1 1958,
 HV5173'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HV5173'IS 21 FEET WEST-NORTHWEST OF THE CENTER OF A DIRT ROAD.
 HV5173'
 HV5173'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHERRY NO 2 1958,
 HV5173'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HV5173'IT IS 18.5 FEET WEST-NORTHWEST OF THE CENTER OF A DIRT ROAD.
 HV5173'
 HV5173'AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY TRAVERSE
 HV5173'DISK, STAMPED FC-22A 1951, SET IN A ROUND CONCRETE POST WHICH
 HV5173'PROJECTS 8 INCHES.  IT IS 46 FEET SOUTHWEST OF THE CENTER
 HV5173'OF COUNTY ROUTE 641 AND 5 FEET NORTHWEST OF A POWER LINE POLE
 HV5173'
 HV5173'NOTE--AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AND WOULD
 HV5173'TAKE A CONSIDERABLE AMOUNT OF CLEARING TO BE MADE SO.
 HV5173'
 HV5173'HEIGHT OF LIGHT ABOVE STATION MARK 27 METER
 HV5173
 HV5173                          STATION RECOVERY (1969)
 HV5173
 HV5173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5173'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV5173'CONDITION.  TRAVERSE STATION FC-22A 1951 WAS RECOVERED BUT FOUND TO
 HV5173'BE DAMAGED ON THE NORTH SIDE.  THE MARK NO LONGER SEEMS TO BE SOLID
 HV5173'AND IS NOT VISIBLE FROM THE STATION.  AN EXCESSIVE AMOUNT OF
 HV5173'CLEARING WOULD BE NECESSARY FOR THIS MARK TO BE VISIBLE.  A
 HV5173'REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A COMPLETE NEW
 HV5173'DESCRIPTION.
 HV5173'
 HV5173'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHEAST OF FAIRFAX, 1-3/4
 HV5173'MILES SOUTH-SOUTHWEST OF BURKE, 0.35 MILE NORTH-NORTHEAST OF COUNTY
 HV5173'ROAD 641, AND ON PROPERTY OWNED BY THOMAS R. WILLIAMS.
 HV5173'
 HV5173'TO REACH THE STATION FROM THE POST OFFICE IN BURKE, GO SOUTHWEST ON
 HV5173'BURKE LAKE ROAD FOR 0.75 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 HV5173'SOUTH-SOUTHEAST ON LEE CHAPEL ROAD FOR 0.5 MILE TO A CROSSROAD.
 HV5173'TURN RIGHT AND GO SOUTHWEST ON OLD KEENE MILL ROAD FOR 0.6 MILE TO
 HV5173'THE STATION ON THE LEFT.  CONTINUE SOUTHWEST ON OLD KEENE MILL
 HV5173'ROAD FOR 0.1 MILE TO REFERENCE MARK 3 ON THE RIGHT.
 HV5173'
 HV5173'THE STATION MARK IS A STANDARD DISK, STAMPED CHERRY 1958, SET IN THE
 HV5173'TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH ABOVE
 HV5173'THE GROUND.  IT IS 20.5 FEET EAST OF THE CENTERLINE OF OLD KEENE
 HV5173'MILL ROAD AND 11.0 FEET NORTHWEST OF A TREE WITH A TRIANGLE
 HV5173'BLAZE ON THE WEST SIDE.
 HV5173'
 HV5173'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY NO 1 1958, SET
 HV5173'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 HV5173'ABOVE THE GROUND.  IT IS 62.5 FEET SOUTHWEST OF THE TRIANGLE BLAZED
 HV5173'TREE, 20.0 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1
 HV5173'FOOT HIGHER IN ELEVATION THAN THE STATION.
 HV5173'
 HV5173'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY NO 2 1958, SET
 HV5173'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES
 HV5173'ABOVE THE GROUND.  IT IS 89.3 FEET NORTHWEST OF THE TREE WITH THE
 HV5173'TRIANGLE BLAZE, 18.0 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 HV5173'ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 HV5173'
 HV5173'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHERRY 1958 NO 3 1969,
 HV5173'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5173'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 13.0 FEET WEST OF THE
 HV5173'CENTERLINE OF OLD KEENE MILL ROAD AND 2.0 FEET NORTH OF A WITNESS
 HV5173'POST.
 HV5173'
 HV5173'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 HV5173'OBSTRUCTIONS.
 HV5173'
 HV5173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILE
 HV5173'SOUTH-SOUTHWEST OF BURKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3655 ***********************************************************************
 GV3655  DESIGNATION -  CHERRY
 GV3655  PID         -  GV3655
 GV3655  STATE/COUNTY-  VA/MATHEWS
 GV3655  USGS QUAD   -  DELTAVILLE (1992)
 GV3655
 GV3655                         *CURRENT SURVEY CONTROL
 GV3655  ___________________________________________________________________
 GV3655* NAD 83(1993)-  37 30 56.48774(N)    076 17 54.72138(W)     ADJUSTED  
 GV3655* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3655  ___________________________________________________________________
 GV3655  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GV3655  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV3655
 GV3655  HORZ ORDER  -  THIRD
 GV3655
 GV3655.The horizontal coordinates were established by classical geodetic methods
 GV3655.and adjusted by the National Geodetic Survey in November 1994..
 GV3655
 GV3655.The orthometric height was scaled from a topographic map.
 GV3655
 GV3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3655
 GV3655.The geoid height was determined by GEOID03.
 GV3655
 GV3655;                    North         East     Units Scale Factor Converg.
 GV3655;SPC VA S     - 1,133,481.734 3,694,597.276   MT  0.99994873   +1 20 10.0
 GV3655;SPC VA S     - 3,718,764.66 12,121,357.90   sFT  0.99994873   +1 20 10.0
 GV3655;UTM  18      - 4,152,874.141   385,243.968   MT  0.99976221   -0 47 27.1
 GV3655
 GV3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3655!SPC VA S     -   1.00000569  x   0.99994873  =   0.99995442
 GV3655!UTM  18      -   1.00000569  x   0.99976221  =   0.99976790
 GV3655
 GV3655|---------------------------------------------------------------------|
 GV3655| PID    Reference Object                     Distance      Geod. Az  |
 GV3655|                                                           dddmmss.s |
 GV3655| DC9085 CHERRY WM 1                                        02754     |
 GV3655| DC9082 CHERRY RM 1                                        03337     |
 GV3655| DC9086 CHERRY WM 2                                        10649     |
 GV3655| DC9083 CHERRY RM 2                                        16509     |
 GV3655| GV3653 BURTON                              APPROX. 3.4 KM 2470849.8 |
 GV3655| DC9084 CHERRY RM 3                                        31827     |
 GV3655|---------------------------------------------------------------------|
 GV3655
 GV3655                          SUPERSEDED SURVEY CONTROL
 GV3655
 GV3655  NAD 83(1993)-  37 30 56.49207(N)    076 17 54.74408(W) AD(       ) 3
 GV3655  NAD 83(1986)-  37 30 56.49151(N)    076 17 54.74411(W) AD(       ) 3
 GV3655  NAD 27      -  37 30 56.01700(N)    076 17 55.95800(W) AD(       ) 3
 GV3655
 GV3655.Superseded values are not recommended for survey control.
 GV3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3655.See file dsdata.txt to determine how the superseded data were derived.
 GV3655
 GV3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8524452874(NAD 83)
 GV3655_MARKER: DS = TRIANGULATION STATION DISK
 GV3655_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3655
 GV3655  HISTORY     - Date     Condition        Report By
 GV3655  HISTORY     - 1920     MONUMENTED       CGS
 GV3655  HISTORY     - 1920     GOOD             CGS
 GV3655  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3655  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3655  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV3655
 GV3655                          STATION DESCRIPTION
 GV3655
 GV3655'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CS)
 GV3655'IN THE VICINITY OF GWYNNS ISLAND, PIANKATANK RIVER.  THIS
 GV3655'STATION IS A 6-INCH CEDAR POST DRIVEN 3 FEET IN THE SAND,
 GV3655'ATTACHED TO THE TOP OF WHICH IS A CONCRETE MASS 12 INCHES
 GV3655'IN DIAMETER AND 3 FEET DEEP, AND ON THE SURFACE OF WHICH
 GV3655'IS A STANDARD DISK.  THE CONCRETE EXTENDS ONE FOOT ABOVE
 GV3655'GROUND AND TWO FEET BELOW THE TOP OF THE CEDAR POST.  THE
 GV3655'STATION IS ON A SAND MOUND ABOUT 20 METERS IN DIAMETER AND
 GV3655'2 METERS ABOVE HIGH WATER.  IT IS TO THE EASTWARD OF CHERRY
 GV3655'POINT ABOUT 200 METERS AND ABOUT 6 METERS NORTHWEST OF A
 GV3655'LONE FISHING SHACK.
 GV3655'
 GV3655'SURFACE, REFERENCE AND WITNESS MARKS ARE SET AS DESCRIBED
 GV3655'IN NOTES 1C, 11C AND 15A RESPECTIVELY.
 GV3655'
 GV3655'THE REFERENCE MARKS ARE ABOUT 3 INCHES ABOVE GROUND.
 GV3655'
 GV3655'THE WITNESS MARKS ARE ON LARGE LONE PINE TREES, 4 FEET ABOVE
 GV3655'GROUND, FACING THE STATION.  WITNESS MARK NO. 1 IS ON A
 GV3655'DEAD TREE.
 GV3655'
 GV3655'IT IS THOUGHT THIS STATION WILL BE PERMANENT.
 GV3655'
 GV3655'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 GV3655
 GV3655                          STATION RECOVERY (1920)
 GV3655
 GV3655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HBC)
 GV3655'THIS STATION WAS RECOVERED AS DESCRIBED AND IT IS CONSIDERED
 GV3655'THAT THE ORIGINAL DESCRIPTION IS SUFFICIENT.
 GV3655
 GV3655                          STATION RECOVERY (1944)
 GV3655
 GV3655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3655'THE MARK WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  IT IS
 GV3655'REPORTED LOCALLY THAT IT HAS WASHED AWAY.  IT IS RECOMMENDED
 GV3655'THAT ITS POSITION BE CONSIDERED LOST.
 GV3655
 GV3655                          STATION RECOVERY (1944)
 GV3655
 GV3655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV3655'STATION SEARCHED FOR, BUT NOT FOUND.  A STANDARD REFERENCE
 GV3655'MARK WITHOUT ANY IDENTIFYING STAMP, EMBEDDED IN CONCRETE,
 GV3655'WAS FOUND IN THE VICINITY, LAYING ON ITS SIDE.  A HURRICANE
 GV3655'HAS WASHED AWAY A PART OF THE COAST HERE, LEAVING TREE STUMPS
 GV3655'IN THE SAND BEACH.  A TWO MAN PARTY SEARCHED ONE HOUR.
 GV3655
 GV3655                          STATION RECOVERY (2002)
 GV3655
 GV3655'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6895 ***********************************************************************
 HV6895  DESIGNATION -  CHERRY 1932
 HV6895  PID         -  HV6895
 HV6895  STATE/COUNTY-  VA/WESTMORELAND
 HV6895  USGS QUAD   -  MACHODOC (1982)
 HV6895
 HV6895                         *CURRENT SURVEY CONTROL
 HV6895  ___________________________________________________________________
 HV6895* NAD 83(1993)-  38 06 32.37521(N)    076 38 33.60635(W)     ADJUSTED  
 HV6895* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6895  ___________________________________________________________________
 HV6895  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 HV6895  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 HV6895
 HV6895  HORZ ORDER  -  THIRD
 HV6895
 HV6895.The horizontal coordinates were established by classical geodetic methods
 HV6895.and adjusted by the National Geodetic Survey in November 1994..
 HV6895
 HV6895.The orthometric height was scaled from a topographic map.
 HV6895
 HV6895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6895
 HV6895.The geoid height was determined by GEOID03.
 HV6895
 HV6895;                    North         East     Units Scale Factor Converg.
 HV6895;SPC VA N     - 2,050,744.998 3,662,879.115   MT  0.99998751   +1 09 33.1
 HV6895;SPC VA N     - 6,728,152.55 12,017,295.90   sFT  0.99998751   +1 09 33.1
 HV6895;SPC VA S     - 1,198,666.065 3,662,886.489   MT  1.00002907   +1 07 38.1
 HV6895;SPC VA S     - 3,932,623.58 12,017,320.09   sFT  1.00002907   +1 07 38.1
 HV6895;UTM  18      - 4,219,182.420   355,987.067   MT  0.99985543   -1 00 50.3
 HV6895
 HV6895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6895!SPC VA N     -   1.00000540  x   0.99998751  =   0.99999291
 HV6895!SPC VA S     -   1.00000540  x   1.00002907  =   1.00003447
 HV6895!UTM  18      -   1.00000540  x   0.99985543  =   0.99986083
 HV6895
 HV6895:                Primary Azimuth Mark                     Grid Az
 HV6895:SPC VA N     -  NOGGIN 1932                              019 29 57.8
 HV6895:SPC VA S     -  NOGGIN 1932                              019 31 52.8
 HV6895:UTM  18      -  NOGGIN 1932                              021 40 21.2
 HV6895
 HV6895|---------------------------------------------------------------------|
 HV6895| PID    Reference Object                     Distance      Geod. Az  |
 HV6895|                                                           dddmmss.s |
 HV6895| HV6909 NOGGIN 1932                         APPROX. 0.6 KM 0203930.9 |
 HV6895| HV6898 CUPOLA 1932                         353.961 METERS 09035     |
 HV6895| HV6907 LANDING 1932                        430.938 METERS 1475247.8 |
 HV6895| HV6906 KIRK 1932                           370.001 METERS 21022     |
 HV6895|---------------------------------------------------------------------|
 HV6895
 HV6895                          SUPERSEDED SURVEY CONTROL
 HV6895
 HV6895  NAD 83(1993)-  38 06 32.37404(N)    076 38 33.61051(W) AD(       ) 3
 HV6895  NAD 83(1986)-  38 06 32.37510(N)    076 38 33.62249(W) AD(       ) 3
 HV6895  NAD 27      -  38 06 31.92400(N)    076 38 34.76800(W) AD(       ) 3
 HV6895
 HV6895.Superseded values are not recommended for survey control.
 HV6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6895.See file dsdata.txt to determine how the superseded data were derived.
 HV6895
 HV6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5598719182(NAD 83)
 HV6895_MARKER: Z = SEE DESCRIPTION
 HV6895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6895+STABILITY: SURFACE MOTION
 HV6895
 HV6895  HISTORY     - Date     Condition        Report By
 HV6895  HISTORY     - 1932     MONUMENTED       VACF
 HV6895  HISTORY     - 1942     GOOD             CGS
 HV6895  HISTORY     - 1957     GOOD             CGS
 HV6895  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV6895  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 HV6895  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6895
 HV6895                          STATION DESCRIPTION
 HV6895
 HV6895'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6895'STATION IS ON THE END OF WHAT IS GIVEN ON MAP AS CHERRY ORCHARD
 HV6895'POINT, A LOW MARSHY POINT AND MARKED BY A 5-FOOT SECTION OF 1-INCH
 HV6895'GALVANIZED-IRON PIPE SURROUNDED UNDER THE SURFACE BY A BLOCK OF
 HV6895'CONCRETE.
 HV6895'
 HV6895'INSTRUMENT ON ITS TRIPOD.
 HV6895
 HV6895                          STATION RECOVERY (1942)
 HV6895
 HV6895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6895'THE STATION IS LOCATED ON CHERRY ORCHARD POINT, AT THE TIP OF A
 HV6895'LOW MARSHY POINT AND IS SURROUNDED BY SALT WATER BRUSH, ABOUT 3
 HV6895'FEET HIGH.
 HV6895'
 HV6895'THE STATION IS A 1 INCH GALVANIZED IRON PIPE SET IN THE TOP OF A
 HV6895'SQUARE CONCRETE POST, AND IS FLUSH WITH THE GROUND.  STATION IS IN
 HV6895'GOOD CONDITION.
 HV6895
 HV6895                          STATION RECOVERY (1957)
 HV6895
 HV6895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6895'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 HV6895'W.D.P. IN 1942 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6895'
 HV6895'THE STATION IS 63.0 FEET SOUTH OF SHORE END OF PIER, AND 36.0 FEET
 HV6895'WEST OF TIP OF MARSHY POINT.  THE PIPE IS 3 INCHES BELOW THE
 HV6895'SURFACE OF THE GROUND.
 HV6895
 HV6895                          STATION RECOVERY (1961)
 HV6895
 HV6895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6895'THE AREA WAS THOROUGHLY SEARCHED AND MEASUREMENTS CHECKED BUT THE
 HV6895'STATION COULD NOT BE FOUND.  AN ELECTRIC LIGHT POLE HAS BEEN
 HV6895'ERECTED ON THE SPOT AND IT IS ASSUMED THAT THE STATION IS DESTROYED.
 HV6895
 HV6895                          STATION RECOVERY (1998)
 HV6895
 HV6895'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6895'MARK NOT FOUND.
 HV6895
 HV6895                          STATION RECOVERY (2003)
 HV6895
 HV6895'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3728 ***********************************************************************
 GV3728  DESIGNATION -  CHERRY 2 VFC 1919
 GV3728  PID         -  GV3728
 GV3728  STATE/COUNTY-  VA/LANCASTER
 GV3728  USGS QUAD   -  IRVINGTON (1992)
 GV3728
 GV3728                         *CURRENT SURVEY CONTROL
 GV3728  ___________________________________________________________________
 GV3728* NAD 83(1993)-  37 37 39.97810(N)    076 24 11.62520(W)     ADJUSTED  
 GV3728* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3728  ___________________________________________________________________
 GV3728  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 GV3728  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 GV3728
 GV3728  HORZ ORDER  -  THIRD
 GV3728
 GV3728.The horizontal coordinates were established by classical geodetic methods
 GV3728.and adjusted by the National Geodetic Survey in November 1994..
 GV3728
 GV3728.The orthometric height was scaled from a topographic map.
 GV3728
 GV3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3728
 GV3728.The geoid height was determined by GEOID03.
 GV3728
 GV3728;                    North         East     Units Scale Factor Converg.
 GV3728;SPC VA S     - 1,145,707.037 3,685,068.082   MT  0.99995569   +1 16 21.3
 GV3728;SPC VA S     - 3,758,873.84 12,090,094.20   sFT  0.99995569   +1 16 21.3
 GV3728;UTM  18      - 4,165,442.659   376,176.934   MT  0.99978885   -0 51 24.6
 GV3728
 GV3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3728!SPC VA S     -   1.00000561  x   0.99995569  =   0.99996130
 GV3728!UTM  18      -   1.00000561  x   0.99978885  =   0.99979446
 GV3728
 GV3728:                Primary Azimuth Mark                     Grid Az
 GV3728:SPC VA S     -  MOSQUITO 2 VFC 1919                      117 46 51.9
 GV3728:UTM  18      -  MOSQUITO 2 VFC 1919                      119 54 37.8
 GV3728
 GV3728|---------------------------------------------------------------------|
 GV3728| PID    Reference Object                     Distance      Geod. Az  |
 GV3728|                                                           dddmmss.s |
 GV3728| GV3660 MOSQUITO 2 VFC 1919                 APPROX. 4.5 KM 1190313.2 |
 GV3728| GV3690 MILL CREEK VFC 1919                 APPROX. 5.1 KM 1853623.7 |
 GV3728|---------------------------------------------------------------------|
 GV3728
 GV3728                          SUPERSEDED SURVEY CONTROL
 GV3728
 GV3728  NAD 83(1993)-  37 37 39.97787(N)    076 24 11.64337(W) AD(       ) 3
 GV3728  NAD 83(1986)-  37 37 39.97708(N)    076 24 11.64302(W) AD(       ) 3
 GV3728  NAD 27      -  37 37 39.50900(N)    076 24 12.85500(W) AD(       ) 3
 GV3728
 GV3728.Superseded values are not recommended for survey control.
 GV3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3728.See file dsdata.txt to determine how the superseded data were derived.
 GV3728
 GV3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7617765443(NAD 83)
 GV3728_MARKER: I = METAL ROD
 GV3728_SETTING: 0 = UNSPECIFIED SETTING
 GV3728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3728
 GV3728  HISTORY     - Date     Condition        Report By
 GV3728  HISTORY     - 1919     MONUMENTED       VACF
 GV3728  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3728  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV3728  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3728
 GV3728                          STATION DESCRIPTION
 GV3728
 GV3728'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV3728'ON CHERRY POINT ON THE RAPPAHANNOCK RIVER, A SHORT DISTANCE
 GV3728'ABOVE FISH FACTORY.  MARKED BY A 5-FOOT SECTION OF GALVANIZED
 GV3728'IRON PIPE SURROUNDED BY BLOCK OF CONCRETE JUST BELOW SURFACE
 GV3728'OF GROUND.
 GV3728
 GV3728                          STATION RECOVERY (1944)
 GV3728
 GV3728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV3728'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE
 GV3728'DESCRIPTION IS INADEQUATE, BUT THE GIVEN ANGLES WERE USED
 GV3728'WITH DIFFICULTY DUE TO THE RECENT CONSTRUCTION OF SOME LARGE
 GV3728'TANKS TO THE W OF THE FISH FACTORY.  THE STATION COULD BE
 GV3728'BURIED OR WASHED OUT.  NO ONE IN THE LOCALITY COULD BE FOUND
 GV3728'WHO REMEMBERED THE STATION.  IT IS RECOMMENDED THAT IT BE
 GV3728'CONSIDERED LOST.
 GV3728
 GV3728                          STATION RECOVERY (1998)
 GV3728
 GV3728'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3728'MARK NOT FOUND.
 GV3728
 GV3728                          STATION RECOVERY (2002)
 GV3728
 GV3728'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3729 ***********************************************************************
 GV3729  DESIGNATION -  CHERRY 3
 GV3729  PID         -  GV3729
 GV3729  STATE/COUNTY-  VA/LANCASTER
 GV3729  USGS QUAD   -  IRVINGTON (1992)
 GV3729
 GV3729                         *CURRENT SURVEY CONTROL
 GV3729  ___________________________________________________________________
 GV3729* NAD 83(1993)-  37 37 38.83798(N)    076 24 09.22320(W)     ADJUSTED  
 GV3729* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3729  ___________________________________________________________________
 GV3729  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 GV3729  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 GV3729
 GV3729  HORZ ORDER  -  FIRST
 GV3729
 GV3729.The horizontal coordinates were established by classical geodetic methods
 GV3729.and adjusted by the National Geodetic Survey in November 1994..
 GV3729
 GV3729.The orthometric height was scaled from a topographic map.
 GV3729
 GV3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3729
 GV3729.The geoid height was determined by GEOID03.
 GV3729
 GV3729;                    North         East     Units Scale Factor Converg.
 GV3729;SPC VA S     - 1,145,673.205 3,685,127.745   MT  0.99995566   +1 16 22.8
 GV3729;SPC VA S     - 3,758,762.84 12,090,289.94   sFT  0.99995566   +1 16 22.8
 GV3729;UTM  18      - 4,165,406.640   376,235.289   MT  0.99978867   -0 51 23.1
 GV3729
 GV3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3729!SPC VA S     -   1.00000546  x   0.99995566  =   0.99996112
 GV3729!UTM  18      -   1.00000546  x   0.99978867  =   0.99979413
 GV3729
 GV3729|---------------------------------------------------------------------|
 GV3729| PID    Reference Object                     Distance      Geod. Az  |
 GV3729|                                                           dddmmss.s |
 GV3729| DC9089 CHERRY 3 RM 2                        25.077 METERS 02329     |
 GV3729| DC9087 CHERRY 3 AZ MK                                     0363836.3 |
 GV3729| GV3679 GRAY POINT LIGHT                    APPROX. 2.4 KM 2301217.9 |
 GV3729| DC9088 CHERRY 3 RM 1                        12.844 METERS 31306     |
 GV3729|---------------------------------------------------------------------|
 GV3729
 GV3729                          SUPERSEDED SURVEY CONTROL
 GV3729
 GV3729  NAD 83(1993)-  37 37 38.83668(N)    076 24 09.24102(W) AD(       ) 1
 GV3729  NAD 83(1986)-  37 37 38.83687(N)    076 24 09.24035(W) AD(       ) 1
 GV3729  NAD 27      -  37 37 38.33700(N)    076 24 10.44800(W) AD(       ) 1
 GV3729
 GV3729.Superseded values are not recommended for survey control.
 GV3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3729.See file dsdata.txt to determine how the superseded data were derived.
 GV3729
 GV3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7623565407(NAD 83)
 GV3729_MARKER: DE = TRAVERSE STATION DISK
 GV3729_SETTING: 0 = UNSPECIFIED SETTING
 GV3729
 GV3729  HISTORY     - Date     Condition        Report By
 GV3729  HISTORY     - 1944     MONUMENTED       CGS
 GV3729  HISTORY     - 1952     GOOD             CGS
 GV3729  HISTORY     - 1953     GOOD             CGS
 GV3729  HISTORY     - 1954     GOOD             CGS
 GV3729  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3729  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV3729  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3729
 GV3729                          STATION DESCRIPTION
 GV3729
 GV3729'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3729'THE STATION IS LOCATED ON THE N SIDE OF THE RAPPAHANNOCK RIVER,
 GV3729'ON CHERRY POINT, ABOUT 500 YARDS W OF THE MENHADDEN PRODUCTS CO.
 GV3729'AT TAFT.
 GV3729'
 GV3729'THE STATION IS 47.0 FEET N OF THE HIGH-WATER LINE, 129.0 FEET
 GV3729'W OF THE CENTER OF THE MOST W STORAGE TANK, 133.4 FEET SW OF
 GV3729'THE SW CORNER OF A SMALL WHITE BUNGALOW, AND 25.7 FEET S OF THE
 GV3729'CENTER OF A SMALL CEDAR.
 GV3729'
 GV3729'THE STATION MARK IS A BRONZE TRAVERSE DISK STAMPED CHERRY 3
 GV3729'1944 AND SET IN CONCRETE.
 GV3729'
 GV3729'REFERENCE MARK 1 IS LOCATED AT THE BASE OF A SMALL DOUBLE-FORKED
 GV3729'LOCUST TREE, 64.0 FEET N OF THE HIGH-WATER LINE, 120.6 FEET
 GV3729'SW OF THE SW CORNER OF A SMALL WHITE BUNGALOW, AND 5.5 FEET N OF
 GV3729'THE BASE OF A SMALL LOCUST TREE.  IT IS A BRONZE REFERENCE DISK
 GV3729'STAMPED CHERRY 3 RM 1 AND SET IN CONCRETE.
 GV3729'
 GV3729'REFERENCE MARK 2 IS LOCATED IN CLUMP OF CEDAR TREES, 108.0
 GV3729'FEET N OF THE HIGH-WATR LINE, 52.8 FEET S OF THE SW CORNER OF A
 GV3729'SMALL WHITE BUNGALOW, AND 101.5 FEET NW OF THE CENTER OF THE
 GV3729'MOST W TANK.  IT IS A BRONZE REFERENCE DISK STAMPED CHERRY 3 RM
 GV3729'2 AND SET IN CONCRETE.  IT PROJECTS 4 INCHES.
 GV3729
 GV3729                          STATION RECOVERY (1952)
 GV3729
 GV3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3729'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 GV3729'FOUND TO BE IN GOOD CONDITION.  STATION IS ABOUT 500 FEET W OF THE
 GV3729'MENHADDEN PRODUCTS CO. BUILDING, AND AT THE EDGE OF THE
 GV3729'VEGETATION ON THE SAND BEACH.
 GV3729
 GV3729                          STATION RECOVERY (1953)
 GV3729
 GV3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 GV3729'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GV3729'BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 GV3729'WERE CHECKED AND WERE FOUND TO BE CORRECT.  A DIFFERENCE WAS FOUND
 GV3729'IN THE DIRECTIONS TO THE REFERENCE MARKS.  A NEW AZIMUTH MARK
 GV3729'WAS ESTABLISHED AT THIS STATION.  THE 1944 DESCRIPTION OF F.L.G.
 GV3729'WAS FOUND TO BE ADEQUATE.  A DESCRIPTION OF THE AZIMUTH MARK AND
 GV3729'A NEW TO REACH FOLLOWS--
 GV3729'
 GV3729'THE AZIMUTH MARK IS 53 FT. W-SW OF A TWO-CAR GARAGE, 19 FT.
 GV3729'W-SW OF THE CENTERLINE OF THE ROAD, 4 FT. NW OF A FENCE CORNER, AND
 GV3729'4 FT. S OF A WHITE WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 GV3729'CHERRY 3 1944 AND SET IN CONCRETE PROJECTING ABOUT 5 IN. ABOVE THE
 GV3729'GROUND.
 GV3729'
 GV3729'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 200 AND
 GV3729'3 IN WHITE STONE, GO SW ON STATE HIGHWAY 200 FOR 0.4 MI. TO A
 GV3729'T-ROAD LEFT, TURN LEFT AND FOLLOW A SURFACED ROAD FOR 1.35 MI. TO
 GV3729'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE STRAIGHT
 GV3729'AHEAD DOWN A STEEP GRADE AND FOLLOW THE MAIN ROAD FOR 0.2 MI. TO
 GV3729'THE DEAD END AT A LONG RED BUILDING, TURN RIGHT AND FOLLOW THE
 GV3729'TRACK ROAD AROUND SOME BUILDINGS FOR ABOUT 0.15 MI. TO SOME
 GV3729'LARGE STORAGE TANKS AND THE STATION TO THE W OF THE TANKS.
 GV3729
 GV3729                          STATION RECOVERY (1954)
 GV3729
 GV3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3729'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS 2 IN. BELOW
 GV3729'LOOSE SAND, AND 3 FT. E-SE BY E OF A 4- BY 4-IN. WHITE POST.
 GV3729'THE REFERENCE MARKS WERE ALSO IN GOOD CONDITION, AND THE DISTANCES
 GV3729'RETAPED AND FOUND TO BE IN AGREEMENT WITH THE DESCRIPTION OF THE
 GV3729'STATION.
 GV3729
 GV3729                          STATION RECOVERY (1994)
 GV3729
 GV3729'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3729'MARK NOT FOUND.
 GV3729
 GV3729                          STATION RECOVERY (1998)
 GV3729
 GV3729'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3729'MARK NOT FOUND.
 GV3729
 GV3729                          STATION RECOVERY (2002)
 GV3729
 GV3729'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3729'AZ MONUMENT FOUND WITH DISC REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9019 ***********************************************************************
 HV9019  DESIGNATION -  CHERRY HILL
 HV9019  PID         -  HV9019
 HV9019  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9019  USGS QUAD   -  QUANTICO (1994)
 HV9019
 HV9019                         *CURRENT SURVEY CONTROL
 HV9019  ___________________________________________________________________
 HV9019* NAD 83(1993)-  38 35 01.76521(N)    077 18 33.53600(W)     ADJUSTED  
 HV9019* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 HV9019  ___________________________________________________________________
 HV9019  X           -   1,096,740.480 (meters)                     COMP
 HV9019  Y           -  -4,870,313.346 (meters)                     COMP
 HV9019  Z           -   3,956,308.666 (meters)                     COMP
 HV9019  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 HV9019  ELLIP HEIGHT-           2.16  (meters)          (06/04/02) GPS OBS
 HV9019  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV9019
 HV9019  HORZ ORDER  -  SECOND
 HV9019  ELLP ORDER  -  FOURTH    CLASS II
 HV9019
 HV9019.The horizontal coordinates were established by GPS observations
 HV9019.and adjusted by the National Geodetic Survey in November 1994..
 HV9019
 HV9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9019
 HV9019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9019
 HV9019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9019
 HV9019.The ellipsoidal height was determined by GPS observations
 HV9019.and is referenced to NAD 83.
 HV9019
 HV9019.The geoid height was determined by GEOID03.
 HV9019
 HV9019;                    North         East     Units Scale Factor Converg.
 HV9019;SPC VA N     - 2,102,475.680 3,603,737.966   MT  0.99994856   +0 44 35.3
 HV9019;SPC VA N     - 6,897,872.29 11,823,263.64   sFT  0.99994856   +0 44 35.3
 HV9019;SPC MD       -   101,853.668   373,049.904   MT  0.99996276   -0 11 38.9
 HV9019;SPC MD       -   334,164.91  1,223,914.56   sFT  0.99996276   -0 11 38.9
 HV9019;UTM  18      - 4,273,123.536   298,853.962   MT  1.00009827   -1 26 26.5
 HV9019
 HV9019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9019!SPC VA N     -   0.99999966  x   0.99994856  =   0.99994822
 HV9019!SPC MD       -   0.99999966  x   0.99996276  =   0.99996242
 HV9019!UTM  18      -   0.99999966  x   1.00009827  =   1.00009793
 HV9019
 HV9019                          SUPERSEDED SURVEY CONTROL
 HV9019
 HV9019  NAD 83(1993)-  38 35 01.76446(N)    077 18 33.54610(W) AD(       ) 2
 HV9019  ELLIP H (01/27/92)    1.60   (m)                       GP(       ) 4 1
 HV9019  NAD 83(1986)-  38 35 01.76487(N)    077 18 33.54783(W) AD(       ) 2
 HV9019  NGVD 29 (01/20/89)   34.6    (m)          114.     (f) GPS OBS        
 HV9019
 HV9019.Superseded values are not recommended for survey control.
 HV9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9019.See file dsdata.txt to determine how the superseded data were derived.
 HV9019
 HV9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9885473124(NAD 83)
 HV9019_MARKER: A = ALUMINUM MARKER
 HV9019_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9019_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9019+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1987
 HV9019
 HV9019  HISTORY     - Date     Condition        Report By
 HV9019  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9019  HISTORY     - 19870124 GOOD             GEOHYD
 HV9019
 HV9019                          STATION DESCRIPTION
 HV9019
 HV9019'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9019'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9019'ABOUT 0.5 MILES NORTH OF DUMFRIES, VIRGINIA.
 HV9019'
 HV9019'TO REACH THE STATION GO TO THE SOUTHWEST CORNER OF THE INTERSECTION OF
 HV9019'U.S. ROUTE 1, JEFFERSON DAVIS HIGHWAY, AND ROUTE 635, CHERRY HILL
 HV9019'ROAD.
 HV9019'
 HV9019'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9019'GROUND AND IS STAMPED---75 CHERRY HILL 1986---.  THE STATION IS 31.53
 HV9019'FEET SOUTH-SOUTHWEST OF THE CENTER OF EAST-BOUND JOHN PARKWAY, 32.92
 HV9019'FEET NORTHWEST OF A FENCE POST CORNER IN A CHAIN LINK FENCE, AND 11.64
 HV9019'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST EDGE OF A CATCHBASIN.
 HV9019'
 HV9019'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9019'GROUND AND IS STAMPED---75 CHERRY HILL AZIMUTH 1986---. THE MARK IS
 HV9019'ON A KNOLL, 65.39 FEET SOUTHEAST OF A 10 INCH OAK TREE, 63.76 FEET
 HV9019'NORTHEAST OF A 12 INCH TREE, 60 FEET WEST OF CENTERLINE OF SOUTHBOUND
 HV9019'LANE OF ROUTE 1.
 HV9019'
 HV9019'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON ROUTE 1
 HV9019'FOR 0.1 MILES TO THE MARK ON THE RIGHT, ON A KNOLL, JUST BEFORE A
 HV9019'HIGHS DAIRY STORE.
 HV9019
 HV9019                          STATION RECOVERY (1987)
 HV9019
 HV9019'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4810 ***********************************************************************
 HV4810  DESIGNATION -  CHERRY PB AND PP 1930
 HV4810  PID         -  HV4810
 HV4810  STATE/COUNTY-  VA/FAIRFAX
 HV4810  USGS QUAD   -  FALLS CHURCH (1994)
 HV4810
 HV4810                         *CURRENT SURVEY CONTROL
 HV4810  ___________________________________________________________________
 HV4810* NAD 83(1993)-  38 56 48.72289(N)    077 10 03.62903(W)     ADJUSTED  
 HV4810* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 HV4810  ___________________________________________________________________
 HV4810  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV4810  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV4810
 HV4810  HORZ ORDER  -  SECOND
 HV4810
 HV4810.The horizontal coordinates were established by classical geodetic methods
 HV4810.and adjusted by the National Geodetic Survey in November 1994..
 HV4810
 HV4810.The orthometric height was scaled from a topographic map.
 HV4810
 HV4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4810
 HV4810.The geoid height was determined by GEOID03.
 HV4810
 HV4810;                    North         East     Units Scale Factor Converg.
 HV4810;SPC VA N     - 2,142,940.990 3,615,492.703   MT  0.99996487   +0 49 53.5
 HV4810;SPC VA N     - 7,030,632.23 11,861,828.98   sFT  0.99996487   +0 49 53.5
 HV4810;SPC MD       -   142,121.337   385,464.810   MT  0.99995061   -0 06 18.9
 HV4810;SPC MD       -   466,276.42  1,264,645.80   sFT  0.99995061   -0 06 18.9
 HV4810;UTM  18      - 4,313,114.769   312,147.442   MT  1.00003455   -1 21 46.8
 HV4810
 HV4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4810!SPC VA N     -   0.99998965  x   0.99996487  =   0.99995452
 HV4810!SPC MD       -   0.99998965  x   0.99995061  =   0.99994026
 HV4810!UTM  18      -   0.99998965  x   1.00003455  =   1.00002420
 HV4810
 HV4810                          SUPERSEDED SURVEY CONTROL
 HV4810
 HV4810  NAD 83(1993)-  38 56 48.72212(N)    077 10 03.63072(W) AD(       ) 2
 HV4810  NAD 83(1986)-  38 56 48.72206(N)    077 10 03.64036(W) AD(       ) 2
 HV4810  NAD 27      -  38 56 48.32100(N)    077 10 04.71000(W) AD(       ) 2
 HV4810
 HV4810.Superseded values are not recommended for survey control.
 HV4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4810.See file dsdata.txt to determine how the superseded data were derived.
 HV4810
 HV4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1214713115(NAD 83)
 HV4810_MARKER: DD = SURVEY DISK
 HV4810_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HV4810_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV4810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4810
 HV4810  HISTORY     - Date     Condition        Report By
 HV4810  HISTORY     - 1930     MONUMENTED       PBPP
 HV4810  HISTORY     - 1938     MARK NOT FOUND   CGS
 HV4810  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV4810
 HV4810                          STATION DESCRIPTION
 HV4810
 HV4810'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV4810'STATION IS ON VIRGINIA SIDE OF THE POTOMAC RIVER, IN FAIRFAX
 HV4810'COUNTY ON S SIDE OF THE LEESBURG PIKE 1/2 MILE W OF LANGLEY
 HV4810'CROSSROADS.  THIS STATION IS LOCATED JUST BELOW TOP OF HIGHEST
 HV4810'HILL IN IMMEDIATE NEIGHBORHOOD, APPROXIMATELY 700 FEET FROM ROAD,
 HV4810'AND IS ON PROPERTY BELONGING TO DOUGLAS MACKALL, SR., (LANGLEY
 HV4810'LAND COMPANY).
 HV4810'
 HV4810'THIS STATION IS MARKED WITH STANDARD P.B. AND P.P. BRASS DISK
 HV4810'SET IN 30-INCH TERRA COTTA PIPE FILLED WITH CONCRETE.  THE
 HV4810'UNDERGROUND MARKER IS A 2-INCH BRASS PLUG SET IN 6 INCHES OF
 HV4810'CONCRETE.
 HV4810'
 HV4810'STATIONS BOUCHER, MACKALL AND ROCKVILLE STANDPIPE ARE VISIBLE.
 HV4810
 HV4810                          STATION RECOVERY (1938)
 HV4810
 HV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4810'STATION WAS NOT FOUND.
 HV4810'
 HV4810'LOCAL RESIDENT SAYS HE HELPED DO EXTENSIVE DIGGING FOR THIS MARK
 HV4810'IN FALL OF 1937 AND ALTHOUGH HE HAD PERSONAL KNOWLEDGE OF WHERE
 HV4810'MARK HAD BEEN SET, HE COULD NOT FIND IT.
 HV4810
 HV4810                          STATION RECOVERY (1957)
 HV4810
 HV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GCR)
 HV4810'THE STATION WAS NOT FOUND.  A SEARCH WAS MADE IN THE AREA DESCRIBED
 HV4810'AND INQUIRY MADE AT LOCAL RESIDENCES.  NO ONE CONTACTED WAS AWARE OF
 HV4810'ANY SURVEY MONUMENT IN THE NEIGHBORHOOD.  THE ORIGINAL MACKALL
 HV4810'PROPERTY HAS BEEN SUBDIVIDED AND SEVERAL HOUSES HAVE BEEN BUILT IN
 HV4810'THIS AREA DURING THE LAST TEN YEARS.
 HV4810'
 HV4810'IT IS QUITE CERTAIN THAT THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3654 ***********************************************************************
 GV3654  DESIGNATION -  CHERRY POINT LIGHT
 GV3654  PID         -  GV3654
 GV3654  STATE/COUNTY-  VA/MIDDLESEX
 GV3654  USGS QUAD   -  DELTAVILLE (1992)
 GV3654
 GV3654                         *CURRENT SURVEY CONTROL
 GV3654  ___________________________________________________________________
 GV3654* NAD 83(1993)-  37 31 16.23049(N)    076 18 37.42097(W)     ADJUSTED  
 GV3654* NAVD 88     -                                                        
 GV3654  ___________________________________________________________________
 GV3654  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 GV3654  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 GV3654
 GV3654  HORZ ORDER  -  THIRD
 GV3654
 GV3654.The horizontal coordinates were established by classical geodetic methods
 GV3654.and adjusted by the National Geodetic Survey in November 1994..
 GV3654
 GV3654
 GV3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3654
 GV3654.The geoid height was determined by GEOID03.
 GV3654
 GV3654;                    North         East     Units Scale Factor Converg.
 GV3654;SPC VA S     - 1,134,065.821 3,693,534.904   MT  0.99994899   +1 19 44.1
 GV3654;SPC VA S     - 3,720,680.95 12,117,872.43   sFT  0.99994899   +1 19 44.1
 GV3654;UTM  18      - 4,153,497.141   384,204.198   MT  0.99976516   -0 47 53.5
 GV3654
 GV3654                          SUPERSEDED SURVEY CONTROL
 GV3654
 GV3654  NAD 83(1993)-  37 31 16.23473(N)    076 18 37.44327(W) AD(       ) 4
 GV3654  NAD 83(1986)-  37 31 16.23413(N)    076 18 37.44315(W) AD(       ) 4
 GV3654  NAD 27      -  37 31 15.76200(N)    076 18 38.65500(W) AD(       ) 3
 GV3654
 GV3654.Superseded values are not recommended for survey control.
 GV3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3654.See file dsdata.txt to determine how the superseded data were derived.
 GV3654
 GV3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8420453497(NAD 83)
 GV3654_MARKER: 14 = NAVIGATION LIGHT
 GV3654_SETTING: 0 = UNSPECIFIED SETTING
 GV3654
 GV3654  HISTORY     - Date     Condition        Report By
 GV3654  HISTORY     - 1953     FIRST OBSERVED   CGS
 GV3654
 GV3654                          STATION DESCRIPTION
 GV3654
 GV3654'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0831 ***********************************************************************
 FY0831  DESIGNATION -  CHERRY RM 1 1964
 FY0831  PID         -  FY0831
 FY0831  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0831  USGS QUAD   -  CHATHAM (1994)
 FY0831
 FY0831                         *CURRENT SURVEY CONTROL
 FY0831  ___________________________________________________________________
 FY0831* NAD 83(1986)-  36 50 56.     (N)    079 23 38.     (W)     SCALED    
 FY0831* NAVD 88     -       258.880  (meters)     849.34   (feet)  ADJUSTED  
 FY0831  ___________________________________________________________________
 FY0831  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0831  DYNAMIC HT  -         258.673 (meters)     848.66  (feet)  COMP
 FY0831  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 FY0831
 FY0831  VERT ORDER  -  FIRST     CLASS II
 FY0831
 FY0831.The horizontal coordinates were scaled from a topographic map and have
 FY0831.an estimated accuracy of +/- 6 seconds.
 FY0831
 FY0831.The orthometric height was determined by differential leveling
 FY0831.and adjusted by the National Geodetic Survey in June 1991..
 FY0831
 FY0831.The geoid height was determined by GEOID03.
 FY0831
 FY0831.The dynamic height is computed by dividing the NAVD 88
 FY0831.geopotential number by the normal gravity value computed on the
 FY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0831.degrees latitude (g = 980.6199 gals.).
 FY0831
 FY0831.The modeled gravity was interpolated from observed gravity values.
 FY0831
 FY0831;                    North         East    Units  Estimated Accuracy
 FY0831;SPC VA S     - 1,057,590.    3,420,280.      MT  (+/- 180 meters Scaled)
 FY0831
 FY0831                          SUPERSEDED SURVEY CONTROL
 FY0831
 FY0831  NGVD 29 (03/05/92)  259.127  (m)          850.15   (f) ADJUSTED    1 2
 FY0831
 FY0831.Superseded values are not recommended for survey control.
 FY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0831.See file dsdata.txt to determine how the superseded data were derived.
 FY0831
 FY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA431793(NAD 83)
 FY0831_MARKER: DR = REFERENCE MARK DISK
 FY0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0831_SP_SET: BRIDGE
 FY0831_STAMPING: CHERRY NO 1 1964
 FY0831_MARK LOGO: CGS   
 FY0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0831
 FY0831  HISTORY     - Date     Condition        Report By
 FY0831  HISTORY     - 1964     MONUMENTED       CGS
 FY0831  HISTORY     - 1983     GOOD             NGS
 FY0831
 FY0831                          STATION DESCRIPTION
 FY0831
 FY0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0831'1.5 MI N FROM CHATHAM.
 FY0831'AT THE CHERRY STATION SITE-- SET IN THE NORTH END OF THE WEST
 FY0831'BRIDGE ABUTMENT AND JUST OUTSIDE THE EXPANSION JOINT, 25.10 FEET
 FY0831'NORTHWEST OF THE STATION MARK, 15 FEET NORTH OF THE APPROXIMATE
 FY0831'CENTER OF BRIDGE, 2.8 FEET SOUTH OF THE NORTH END OF THE WEST
 FY0831'BRIDGE ABUTMENT AND IS LEVEL WITH THE ROAD.
 FY0831
 FY0831                          STATION RECOVERY (1983)
 FY0831
 FY0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0540 ***********************************************************************
 FY0540  DESIGNATION -  CHERRY RM 1 1965
 FY0540  PID         -  FY0540
 FY0540  STATE/COUNTY-  VA/MECKLENBURG
 FY0540  USGS QUAD   -  BUFFALO SPRINGS (1981)
 FY0540
 FY0540                         *CURRENT SURVEY CONTROL
 FY0540  ___________________________________________________________________
 FY0540* NAD 83(1986)-  36 37 58.     (N)    078 38 11.     (W)     SCALED    
 FY0540* NAVD 88     -       121.967  (meters)     400.15   (feet)  ADJUSTED  
 FY0540  ___________________________________________________________________
 FY0540  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FY0540  DYNAMIC HT  -         121.873 (meters)     399.85  (feet)  COMP
 FY0540  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 FY0540
 FY0540  VERT ORDER  -  SECOND    CLASS 0
 FY0540
 FY0540.The horizontal coordinates were scaled from a topographic map and have
 FY0540.an estimated accuracy of +/- 6 seconds.
 FY0540
 FY0540.The orthometric height was determined by differential leveling
 FY0540.and adjusted by the National Geodetic Survey in June 1991..
 FY0540
 FY0540.The geoid height was determined by GEOID03.
 FY0540
 FY0540.The dynamic height is computed by dividing the NAVD 88
 FY0540.geopotential number by the normal gravity value computed on the
 FY0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0540.degrees latitude (g = 980.6199 gals.).
 FY0540
 FY0540.The modeled gravity was interpolated from observed gravity values.
 FY0540
 FY0540;                    North         East    Units  Estimated Accuracy
 FY0540;SPC VA S     - 1,033,240.    3,487,800.      MT  (+/- 180 meters Scaled)
 FY0540
 FY0540                          SUPERSEDED SURVEY CONTROL
 FY0540
 FY0540  NGVD 29 (??/??/92)  122.231  (m)          401.02   (f) ADJ UNCH    2 0
 FY0540
 FY0540.Superseded values are not recommended for survey control.
 FY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0540.See file dsdata.txt to determine how the superseded data were derived.
 FY0540
 FY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA113567(NAD 83)
 FY0540_MARKER: DR = REFERENCE MARK DISK
 FY0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0540_STAMPING: CHERRY NO 1 1965
 FY0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0540+STABILITY: SURFACE MOTION
 FY0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0540+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY0540
 FY0540  HISTORY     - Date     Condition        Report By
 FY0540  HISTORY     - 1965     MONUMENTED       CGS
 FY0540  HISTORY     - 1966     GOOD             NGS
 FY0540  HISTORY     - 1969     GOOD             NGS
 FY0540  HISTORY     - 20051026 GOOD             USPSQD
 FY0540
 FY0540                          STATION DESCRIPTION
 FY0540
 FY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0540'4.8 MI W FROM CLARKSVILLE.
 FY0540'AT THE CHERRY STATION SITE-- 90.74 FEET SOUTHEAST OF THE STATION,
 FY0540'92.4 FEET WEST OF A METAL WITNESS SIGN, 42 FEET SOUTHWEST OF
 FY0540'THE CENTERLINE OF HIGHWAY, 8 FEET EAST OF A POWER LINE POLE
 FY0540'G 87, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 FY0540'LEVEL WITH THE STATION.  NOTE-- MARK IS NW OF STATION, NOT SE.
 FY0540
 FY0540                          STATION RECOVERY (1969)
 FY0540
 FY0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0540'RECOVERED IN GOOD CONDITION.
 FY0540
 FY0540                          STATION RECOVERY (2005)
 FY0540
 FY0540'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3873 ***********************************************************************
 GV3873  DESIGNATION -  CHERRYSTONE BAR LIGHT
 GV3873  PID         -  GV3873
 GV3873  STATE/COUNTY-  VA/NORTHAMPTON
 GV3873  USGS QUAD   -  CAPE CHARLES (1986)
 GV3873
 GV3873                         *CURRENT SURVEY CONTROL
 GV3873  ___________________________________________________________________
 GV3873* NAD 83(1993)-  37 15 23.32211(N)    076 01 56.92371(W)     ADJUSTED  
 GV3873* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3873  ___________________________________________________________________
 GV3873  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3873  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 GV3873
 GV3873  HORZ ORDER  -  THIRD
 GV3873
 GV3873.The horizontal coordinates were established by classical geodetic methods
 GV3873.and adjusted by the National Geodetic Survey in September 1995..
 GV3873
 GV3873.The orthometric height was scaled from a topographic map.
 GV3873
 GV3873.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3873
 GV3873.The geoid height was determined by GEOID03.
 GV3873
 GV3873;                    North         East     Units Scale Factor Converg.
 GV3873;SPC VA S     - 1,105,305.976 3,718,861.803   MT  0.99994727   +1 29 51.4
 GV3873;SPC VA S     - 3,626,324.69 12,200,965.77   sFT  0.99994727   +1 29 51.4
 GV3873;UTM  18      - 4,123,824.404   408,442.238   MT  0.99970326   -0 37 30.3
 GV3873
 GV3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3873!SPC VA S     -   1.00000583  x   0.99994727  =   0.99995310
 GV3873!UTM  18      -   1.00000583  x   0.99970326  =   0.99970909
 GV3873
 GV3873:                Primary Azimuth Mark                     Grid Az
 GV3873:SPC VA S     -  OLD PLANTATION FLATS LH 2                201 09 03.0
 GV3873:UTM  18      -  OLD PLANTATION FLATS LH 2                203 16 24.7
 GV3873
 GV3873|---------------------------------------------------------------------|
 GV3873| PID    Reference Object                     Distance      Geod. Az  |
 GV3873|                                                           dddmmss.s |
 GV3873| GV3902 OLD PLANTATION FLATS LH 2           APPROX. 3.3 KM 2023854.4 |
 GV3873|---------------------------------------------------------------------|
 GV3873
 GV3873                          SUPERSEDED SURVEY CONTROL
 GV3873
 GV3873  NAD 83(1993)-  37 15 23.32189(N)    076 01 56.93758(W) AD(       ) 3
 GV3873  NAD 83(1986)-  37 15 23.32603(N)    076 01 56.96061(W) AD(       ) 3
 GV3873  NAD 27      -  37 15 22.82500(N)    076 01 58.20800(W) AD(       ) 3
 GV3873
 GV3873.Superseded values are not recommended for survey control.
 GV3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3873.See file dsdata.txt to determine how the superseded data were derived.
 GV3873
 GV3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0844223824(NAD 83)
 GV3873_MARKER: 14 = NAVIGATION LIGHT
 GV3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3873+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 GV3873
 GV3873  HISTORY     - Date     Condition        Report By
 GV3873  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3873  HISTORY     - 20020112 GOOD             USPSQD
 GV3873  HISTORY     - 20050815 GOOD             USPSQD
 GV3873
 GV3873                          STATION DESCRIPTION
 GV3873
 GV3873'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3873'STATION IS THE LIGHT ATOP A PYRAMIDAL-SHAPED SKELETON STEEL
 GV3873'TOWER, 30 FT. HIGH, ON A CAISSON, ABOUT 0.7 MI. S OF CAPE
 GV3873'CHARLES JETTY LIGHT AT CAPE CHARLES HARBOR, CAPE CHARLES.
 GV3873
 GV3873                          STATION RECOVERY (2002)
 GV3873
 GV3873'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3873'RECOVERED IN GOOD CONDITION.
 GV3873
 GV3873                          STATION RECOVERY (2005)
 GV3873
 GV3873'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV3873'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3874 ***********************************************************************
 GV3874  DESIGNATION -  CHERRYSTONE CHANNEL LIGHT 13
 GV3874  PID         -  GV3874
 GV3874  STATE/COUNTY-  VA/NORTHAMPTON
 GV3874  USGS QUAD   -  CAPE CHARLES (1986)
 GV3874
 GV3874                         *CURRENT SURVEY CONTROL
 GV3874  ___________________________________________________________________
 GV3874* NAD 83(1993)-  37 16 16.95361(N)    076 01 41.85842(W)     ADJUSTED  
 GV3874* NAVD 88     -                                                        
 GV3874  ___________________________________________________________________
 GV3874  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3874  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 GV3874
 GV3874  HORZ ORDER  -  THIRD
 GV3874
 GV3874.The horizontal coordinates were established by classical geodetic methods
 GV3874.and adjusted by the National Geodetic Survey in September 1995..
 GV3874
 GV3874
 GV3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3874
 GV3874.The geoid height was determined by GEOID03.
 GV3874
 GV3874;                    North         East     Units Scale Factor Converg.
 GV3874;SPC VA S     - 1,106,968.411 3,719,189.615   MT  0.99994680   +1 30 00.5
 GV3874;SPC VA S     - 3,631,778.86 12,202,041.26   sFT  0.99994680   +1 30 00.5
 GV3874;UTM  18      - 4,125,473.152   408,831.310   MT  0.99970239   -0 37 22.0
 GV3874
 GV3874                          SUPERSEDED SURVEY CONTROL
 GV3874
 GV3874  NAD 83(1993)-  37 16 16.96521(N)    076 01 41.86765(W) AD(       ) 4
 GV3874  NAD 83(1986)-  37 16 16.95778(N)    076 01 41.89504(W) AD(       ) 4
 GV3874  NAD 27      -  37 16 16.47000(N)    076 01 43.13300(W) AD(       ) 3
 GV3874
 GV3874.Superseded values are not recommended for survey control.
 GV3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3874.See file dsdata.txt to determine how the superseded data were derived.
 GV3874
 GV3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0883125473(NAD 83)
 GV3874_MARKER: 14 = NAVIGATION LIGHT
 GV3874
 GV3874  HISTORY     - Date     Condition        Report By
 GV3874  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3874
 GV3874                          STATION DESCRIPTION
 GV3874
 GV3874'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3874'STATION IS THE LIGHT ATOP A BLACK SLATTED PILE STRUCTURE, ABOUT
 GV3874'2000 FT. N OF CAPE CHARLES JETTY LIGHT, AT CAPE CHARLES HARBOR,
 GV3874'CAPE CHARLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3875 ***********************************************************************
 GV3875  DESIGNATION -  CHERRYSTONE CHANNEL LIGHT 16
 GV3875  PID         -  GV3875
 GV3875  STATE/COUNTY-  VA/NORTHAMPTON
 GV3875  USGS QUAD   -  CAPE CHARLES (1986)
 GV3875
 GV3875                         *CURRENT SURVEY CONTROL
 GV3875  ___________________________________________________________________
 GV3875* NAD 83(1993)-  37 16 56.51897(N)    076 01 20.40971(W)     ADJUSTED  
 GV3875* NAVD 88     -                                                        
 GV3875  ___________________________________________________________________
 GV3875  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3875  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 GV3875
 GV3875  HORZ ORDER  -  THIRD
 GV3875
 GV3875.The horizontal coordinates were established by classical geodetic methods
 GV3875.and adjusted by the National Geodetic Survey in September 1995..
 GV3875
 GV3875
 GV3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3875
 GV3875.The geoid height was determined by GEOID03.
 GV3875
 GV3875;                    North         East     Units Scale Factor Converg.
 GV3875;SPC VA S     - 1,108,201.519 3,719,685.837   MT  0.99994650   +1 30 13.5
 GV3875;SPC VA S     - 3,635,824.48 12,203,669.28   sFT  0.99994650   +1 30 13.5
 GV3875;UTM  18      - 4,126,686.734   409,372.738   MT  0.99970117   -0 37 09.5
 GV3875
 GV3875                          SUPERSEDED SURVEY CONTROL
 GV3875
 GV3875  NAD 83(1993)-  37 16 56.53894(N)    076 01 20.41331(W) AD(       ) 4
 GV3875  NAD 83(1986)-  37 16 56.52330(N)    076 01 20.44605(W) AD(       ) 4
 GV3875  NAD 27      -  37 16 56.04300(N)    076 01 21.67500(W) AD(       ) 3
 GV3875
 GV3875.Superseded values are not recommended for survey control.
 GV3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3875.See file dsdata.txt to determine how the superseded data were derived.
 GV3875
 GV3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0937326687(NAD 83)
 GV3875_MARKER: 14 = NAVIGATION LIGHT
 GV3875
 GV3875  HISTORY     - Date     Condition        Report By
 GV3875  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3875
 GV3875                          STATION DESCRIPTION
 GV3875
 GV3875'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3875'STATION IS THE LIGHT ATOP A RED PILE, CAGEWORK AT TOP, 14
 GV3875'FT. HIGH, ABOUT 1.25 MI. N OF CAPE CHARLES JETTY LIGHT, E OF
 GV3875'CHERRYSTONE ISLAND, AND W OF THE MOUTH OF KINGS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3876 ***********************************************************************
 GV3876  DESIGNATION -  CHERRYSTONE CHANNEL LIGHT 7
 GV3876  PID         -  GV3876
 GV3876  STATE/COUNTY-  VA/NORTHAMPTON
 GV3876  USGS QUAD   -  CAPE CHARLES (1986)
 GV3876
 GV3876                         *CURRENT SURVEY CONTROL
 GV3876  ___________________________________________________________________
 GV3876* NAD 83(1993)-  37 15 41.21536(N)    076 01 52.58679(W)     ADJUSTED  
 GV3876* NAVD 88     -                                                        
 GV3876  ___________________________________________________________________
 GV3876  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3876  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3876
 GV3876  HORZ ORDER  -  THIRD
 GV3876
 GV3876.The horizontal coordinates were established by classical geodetic methods
 GV3876.and adjusted by the National Geodetic Survey in September 1995..
 GV3876
 GV3876
 GV3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3876
 GV3876.The geoid height was determined by GEOID03.
 GV3876
 GV3876;                    North         East     Units Scale Factor Converg.
 GV3876;SPC VA S     - 1,105,860.174 3,718,954.209   MT  0.99994711   +1 29 54.0
 GV3876;SPC VA S     - 3,628,142.92 12,201,268.93   sFT  0.99994711   +1 29 54.0
 GV3876;UTM  18      - 4,124,374.664   408,555.081   MT  0.99970301   -0 37 28.0
 GV3876
 GV3876                          SUPERSEDED SURVEY CONTROL
 GV3876
 GV3876  NAD 83(1993)-  37 15 41.21912(N)    076 01 52.59925(W) AD(       ) 4
 GV3876  NAD 83(1986)-  37 15 41.21937(N)    076 01 52.62363(W) AD(       ) 4
 GV3876  NAD 27      -  37 15 40.72300(N)    076 01 53.86800(W) AD(       ) 3
 GV3876
 GV3876.Superseded values are not recommended for survey control.
 GV3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3876.See file dsdata.txt to determine how the superseded data were derived.
 GV3876
 GV3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0855524375(NAD 83)
 GV3876_MARKER: 14 = NAVIGATION LIGHT
 GV3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3876+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GV3876
 GV3876  HISTORY     - Date     Condition        Report By
 GV3876  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3876  HISTORY     - 20020112 GOOD             USPSQD
 GV3876
 GV3876                          STATION DESCRIPTION
 GV3876
 GV3876'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3876'STATION IS THE LIGHT ATOP A BLACK PILE, WITH CAGEWORK ATOP,
 GV3876'13 FT. HIGH, ABOUT 2000 FT. SW OF CAPE CHARLES JETTY LIGHT AT
 GV3876'CAPE CHARLES HARBOR, CAPE CHARLES.
 GV3876
 GV3876                          STATION RECOVERY (2002)
 GV3876
 GV3876'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3877 ***********************************************************************
 GV3877  DESIGNATION -  CHERRYSTONE CHANNEL LIGHT 9
 GV3877  PID         -  GV3877
 GV3877  STATE/COUNTY-  VA/NORTHAMPTON
 GV3877  USGS QUAD   -  CAPE CHARLES (1986)
 GV3877
 GV3877                         *CURRENT SURVEY CONTROL
 GV3877  ___________________________________________________________________
 GV3877* NAD 83(1993)-  37 15 52.42712(N)    076 01 50.86388(W)     ADJUSTED  
 GV3877* NAVD 88     -                                                        
 GV3877  ___________________________________________________________________
 GV3877  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 GV3877  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3877
 GV3877  HORZ ORDER  -  THIRD
 GV3877
 GV3877.The horizontal coordinates were established by classical geodetic methods
 GV3877.and adjusted by the National Geodetic Survey in September 1995..
 GV3877
 GV3877
 GV3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3877
 GV3877.The geoid height was determined by GEOID03.
 GV3877
 GV3877;                    North         East     Units Scale Factor Converg.
 GV3877;SPC VA S     - 1,106,206.789 3,718,987.606   MT  0.99994701   +1 29 55.0
 GV3877;SPC VA S     - 3,629,280.11 12,201,378.50   sFT  0.99994701   +1 29 55.0
 GV3877;UTM  18      - 4,124,719.720   408,601.283   MT  0.99970290   -0 37 27.1
 GV3877
 GV3877                          SUPERSEDED SURVEY CONTROL
 GV3877
 GV3877  NAD 83(1993)-  37 15 52.43338(N)    076 01 50.87570(W) AD(       ) 4
 GV3877  NAD 83(1986)-  37 15 52.43118(N)    076 01 50.90066(W) AD(       ) 4
 GV3877  NAD 27      -  37 15 51.93800(N)    076 01 52.14400(W) AD(       ) 3
 GV3877
 GV3877.Superseded values are not recommended for survey control.
 GV3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3877.See file dsdata.txt to determine how the superseded data were derived.
 GV3877
 GV3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0860124720(NAD 83)
 GV3877_MARKER: 14 = NAVIGATION LIGHT
 GV3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3877+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 GV3877
 GV3877  HISTORY     - Date     Condition        Report By
 GV3877  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3877  HISTORY     - 20020112 GOOD             USPSQD
 GV3877
 GV3877                          STATION DESCRIPTION
 GV3877
 GV3877'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3877'STATION IS THE LIGHT ATOP A BLACK PILE, CAGEWORK AT TOP, 13
 GV3877'FT. HIGH, ABOUT 1000 FT. SW OF CAPE CHARLES JETTY LIGHT AT
 GV3877'CAPE CHARLES HARBOR, CAPE CHARLES.
 GV3877
 GV3877                          STATION RECOVERY (2002)
 GV3877
 GV3877'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 GV3877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1332 ***********************************************************************
 FW1332  DESIGNATION -  CHES 1904
 FW1332  PID         -  FW1332
 FW1332  STATE/COUNTY-  VA/ACCOMACK
 FW1332  USGS QUAD   -  CHESCONESSEX (1986)
 FW1332
 FW1332                         *CURRENT SURVEY CONTROL
 FW1332  ___________________________________________________________________
 FW1332* NAD 83(1993)-  37 45 25.01494(N)    075 47 17.38972(W)     ADJUSTED  
 FW1332* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1332  ___________________________________________________________________
 FW1332  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FW1332  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 FW1332
 FW1332  HORZ ORDER  -  THIRD
 FW1332
 FW1332.The horizontal coordinates were established by classical geodetic methods
 FW1332.and adjusted by the National Geodetic Survey in November 1994..
 FW1332
 FW1332.The orthometric height was scaled from a topographic map.
 FW1332
 FW1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1332
 FW1332.The geoid height was determined by GEOID03.
 FW1332
 FW1332;                    North         East     Units Scale Factor Converg.
 FW1332;SPC VA S     - 1,161,420.586 3,738,930.812   MT  0.99996845   +1 38 45.2
 FW1332;SPC VA S     - 3,810,427.37 12,266,808.84   sFT  0.99996845   +1 38 45.2
 FW1332;UTM  18      - 4,179,140.922   430,573.009   MT  0.99965937   -0 28 57.4
 FW1332
 FW1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1332!SPC VA S     -   1.00000559  x   0.99996845  =   0.99997404
 FW1332!UTM  18      -   1.00000559  x   0.99965937  =   0.99966496
 FW1332
 FW1332:                Primary Azimuth Mark                     Grid Az
 FW1332:SPC VA S     -  THICKET 1898                             220 13 56.3
 FW1332:UTM  18      -  THICKET 1898                             222 21 38.9
 FW1332
 FW1332|---------------------------------------------------------------------|
 FW1332| PID    Reference Object                     Distance      Geod. Az  |
 FW1332|                                                           dddmmss.s |
 FW1332| FW1253 THICKET 1898                        APPROX. 6.5 KM 2215241.5 |
 FW1332|---------------------------------------------------------------------|
 FW1332
 FW1332                          SUPERSEDED SURVEY CONTROL
 FW1332
 FW1332  NAD 83(1993)-  37 45 25.01473(N)    075 47 17.40139(W) AD(       ) 3
 FW1332  NAD 83(1986)-  37 45 25.01442(N)    075 47 17.42017(W) AD(       ) 3
 FW1332  NAD 27      -  37 45 24.52200(N)    075 47 18.67600(W) AD(       ) 3
 FW1332
 FW1332.Superseded values are not recommended for survey control.
 FW1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1332.See file dsdata.txt to determine how the superseded data were derived.
 FW1332
 FW1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3057379141(NAD 83)
 FW1332_MARKER: I = METAL ROD
 FW1332_SETTING: 0 = UNSPECIFIED SETTING
 FW1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1332
 FW1332  HISTORY     - Date     Condition        Report By
 FW1332  HISTORY     - 1904     MONUMENTED       CGS
 FW1332  HISTORY     - 1907     MARK NOT FOUND   CGS
 FW1332
 FW1332                          STATION DESCRIPTION
 FW1332
 FW1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1332'STATION IS ON THE POINT OF MARSH ON THE S SIDE OF THE ENTRANCE
 FW1332'TO CHESCONNESSEX CREEK, ACCOMAC COUNTY, VIRGINIA.  STATION IS
 FW1332'MARKED BY A SECTION OF 2-INCH GALVANIZED-IRON PIPE 2 FEET LONG
 FW1332'SET 18 INCHES IN THE GROUND.
 FW1332
 FW1332                          STATION RECOVERY (1907)
 FW1332
 FW1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (OWF)
 FW1332'CENTER NOT FOUND.  A NEW TRIPOD SIGNAL FOR HYDROGRAPHY WAS
 FW1332'ERECTED ABOUT 5 METERS BACK ON LINE WITH THE APPROXIMATE
 FW1332'POSITION OF FORMER TRIANGULATION STATION CHES AND TRIANGULATION
 FW1332'STATION BEACH, AND STILL CALLED STATION CHES AND MARKED WITH
 FW1332'A 2 BY 4 STAKE FOR CENTER AS USUAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3017 ***********************************************************************
 FX3017  DESIGNATION -  CHESAPEAKE BEACH B USE 1939
 FX3017  PID         -  FX3017
 FX3017  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3017  USGS QUAD   -  LITTLE CREEK (1989)
 FX3017
 FX3017                         *CURRENT SURVEY CONTROL
 FX3017  ___________________________________________________________________
 FX3017* NAD 83(1993)-  36 55 09.95608(N)    076 08 03.82161(W)     ADJUSTED  
 FX3017* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3017  ___________________________________________________________________
 FX3017  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FX3017  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 FX3017
 FX3017  HORZ ORDER  -  SECOND
 FX3017
 FX3017.The horizontal coordinates were established by classical geodetic methods
 FX3017.and adjusted by the National Geodetic Survey in September 1995..
 FX3017
 FX3017.The orthometric height was scaled from a topographic map.
 FX3017
 FX3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3017
 FX3017.The geoid height was determined by GEOID03.
 FX3017
 FX3017;                    North         East     Units Scale Factor Converg.
 FX3017;SPC VA S     - 1,067,682.725 3,710,761.260   MT  0.99997579   +1 26 08.7
 FX3017;SPC VA S     - 3,502,889.07 12,174,389.23   sFT  0.99997579   +1 26 08.7
 FX3017;UTM  18      - 4,086,535.683   398,957.754   MT  0.99972577   -0 40 53.3
 FX3017
 FX3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3017!SPC VA S     -   1.00000542  x   0.99997579  =   0.99998121
 FX3017!UTM  18      -   1.00000542  x   0.99972577  =   0.99973119
 FX3017
 FX3017:                Primary Azimuth Mark                     Grid Az
 FX3017:SPC VA S     -  GRANITE B USE 1939                       085 05 24.1
 FX3017:UTM  18      -  GRANITE B USE 1939                       087 12 26.1
 FX3017
 FX3017|---------------------------------------------------------------------|
 FX3017| PID    Reference Object                     Distance      Geod. Az  |
 FX3017|                                                           dddmmss.s |
 FX3017| FX4347 GRANITE B USE 1939                  APPROX. 8.2 KM 0863132.8 |
 FX3017| FX3018 CHESAPEAKE BEACH TOWER A USE         31.030 METERS 28059     |
 FX3017|---------------------------------------------------------------------|
 FX3017
 FX3017                          SUPERSEDED SURVEY CONTROL
 FX3017
 FX3017  NAD 83(1986)-  36 55 09.96176(N)    076 08 03.86018(W) AD(       ) 2
 FX3017  NAD 27      -  36 55 09.43100(N)    076 08 05.09200(W) AD(       ) 2
 FX3017
 FX3017.Superseded values are not recommended for survey control.
 FX3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3017.See file dsdata.txt to determine how the superseded data were derived.
 FX3017
 FX3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9895886536(NAD 83)
 FX3017_MARKER: DD = SURVEY DISK
 FX3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3017+STABILITY: SURFACE MOTION
 FX3017
 FX3017  HISTORY     - Date     Condition        Report By
 FX3017  HISTORY     - 1939     MONUMENTED       USE
 FX3017  HISTORY     - 1944     GOOD             CGS
 FX3017  HISTORY     - 1959     MARK NOT FOUND   CGS
 FX3017  HISTORY     - 1962     GOOD             CGS
 FX3017  HISTORY     - 1968     GOOD             CGS
 FX3017  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 FX3017
 FX3017                          STATION DESCRIPTION
 FX3017
 FX3017'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 FX3017'STATION IS MARKED WITH A CORPS OF ENGINEERS, U.S. ARMY, BRASS
 FX3017'DISC STAMPED CHESAPEAKE BEACH TOWER B, 1939, SET IN A CONCRETE
 FX3017'BLOCK ABOUT 12 INCHES SQUARE AT THE TOP AND PROJECTING ABOUT 2
 FX3017'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED ON A
 FX3017'SAND RIDGE ABOUT 120 METERS INSHORE FROM THE HIGH WATER LINE OF
 FX3017'THE BAY SHORE.  ABOUT 30 METERS NE OF THE E END OF CHUB LAKE AND
 FX3017'ABOUT 20 METERS N OF A SMALL SLOUGH WHICH RUNS INTO THE E END
 FX3017'OF CHUB LAKE.
 FX3017'
 FX3017'REACHED FROM THE INTERSECTION OF HIGHWAYS U.S. 60 AND U.S. 460
 FX3017'BY GOING N ON U.S. 460 TO ROAD END AT CHESAPEAKE BEACH HOTEL.
 FX3017'FROM HERE GO W ON A DIRT ROAD, JUST N OF THE HOTEL, FOR ABOUT
 FX3017'400 YARDS TO THE END OF TRUCK TRAVEL.  FROM HERE CROSS SLOUGH
 FX3017'ON A HAND BRIDGE THEN TURN W FOR ABOUT 50 YARDS TO THE STATION.
 FX3017'
 FX3017'CHESAPEAKE BEACH A (U.S.E.) IS A MARK SIMILIAR TO THE STATION
 FX3017'MARK.  IT IS STAMPED CHESAPEAKE BEACH TOWER A, 1939.
 FX3017'
 FX3017'STATION AND UNDERGROUND MARKS ARE AS DESCRIBED.
 FX3017'
 FX3017'HEIGHT OF LIGHT ABOVE STATION MARK - 35 METERS
 FX3017
 FX3017                          STATION RECOVERY (1944)
 FX3017
 FX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX3017'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 FX3017'DISCREPANCIES--BRADFORD CLUB INSTEAD OF CHESAPEAKE BEACH HOTEL.
 FX3017'THE HAND BRIDGE HAS BEEN REPLACED BY A GRAVEL AND SAND ROAD.
 FX3017'THIS GRAVEL ROAD RUNS FROM THE DIRT ROAD, JUST NORTH OF THE
 FX3017'BRADFORD CLUB, TO THE STATION.
 FX3017'
 FX3017'AT THE TIME CHESAPEAKE A WAS VISITED IT WAS COVERED BY ABOUT 3
 FX3017'FEET OF SAND.  A STEEL TOWER HAS BEEN ERECTED OVER CHESAPEAKE A.
 FX3017
 FX3017                          STATION RECOVERY (1959)
 FX3017
 FX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX3017'MARK WAS NOT RECOVERED, BUT IS SURE TO BE IN PLACE.  THERE IS
 FX3017'A 75 FOOT FIRE CONTROL TOWER BUILT OVER THE MARK AND A HIGH
 FX3017'WIRE FENCE SURROUNDS THE PROPERTY AND THE GATE LOCKED.
 FX3017'
 FX3017'CHESAPEAKE BEACH A (USE) WAS NOT RECOVERED AND MAY BE LOST DUE
 FX3017'TO THE SHIFTING OF SAND, DISTANCE FROM B PLACES STATION IN THE
 FX3017'WATER.
 FX3017'
 FX3017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FX3017'PLAYHOUSE ROAD IN BAYSIDE GO NORTH ON PLAYHOUSE ROAD FOR 0.9
 FX3017'MILE TO FLYNN AVE. JUST NORTH OF THE OLD HOTEL, TURN LEFT ON
 FX3017'FLYNN AVE. AND GO 0.1 MILE TO BRADFORD AVE., TURN RIGHT ON
 FX3017'BRADFORD AVE. AND GO 0.1 MILE TO NORTH LAKE AVE., TURN LEFT ON
 FX3017'NORTH LAKE AVE. AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 FX3017
 FX3017                          STATION RECOVERY (1962)
 FX3017
 FX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX3017'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1959 AND FOUND
 FX3017'IN GOOD CONDITION.
 FX3017
 FX3017                          STATION RECOVERY (1968)
 FX3017
 FX3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3017'STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  THE MARK IS PROBABLY
 FX3017'STILL IN PLACE BUT HAS BEEN COVERED BY SAND.  THE FIRE CONTROL
 FX3017'TOWER IS STILL IN PLACE.  TOWER IS 78 FEET HIGH.
 FX3017'
 FX3017'THE RECOVERY NOTE, BY J.C.E. IN 1959, IS ADEQUATE.
 FX3017
 FX3017                          STATION RECOVERY (1991)
 FX3017
 FX3017'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX3017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3018 ***********************************************************************
 FX3018  DESIGNATION -  CHESAPEAKE BEACH TOWER A USE
 FX3018  PID         -  FX3018
 FX3018  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3018  USGS QUAD   -  LITTLE CREEK (1989)
 FX3018
 FX3018                         *CURRENT SURVEY CONTROL
 FX3018  ___________________________________________________________________
 FX3018* NAD 83(1993)-  36 55 10.14774(N)    076 08 05.05235(W)     ADJUSTED  
 FX3018* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3018  ___________________________________________________________________
 FX3018  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FX3018  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 FX3018
 FX3018  HORZ ORDER  -  SECOND
 FX3018
 FX3018.The horizontal coordinates were established by classical geodetic methods
 FX3018.and adjusted by the National Geodetic Survey in September 1995..
 FX3018
 FX3018.The orthometric height was scaled from a topographic map.
 FX3018
 FX3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3018
 FX3018.The geoid height was determined by GEOID03.
 FX3018
 FX3018;                    North         East     Units Scale Factor Converg.
 FX3018;SPC VA S     - 1,067,687.868 3,710,730.660   MT  0.99997578   +1 26 07.9
 FX3018;SPC VA S     - 3,502,905.95 12,174,288.84   sFT  0.99997578   +1 26 07.9
 FX3018;UTM  18      - 4,086,541.952   398,927.372   MT  0.99972585   -0 40 54.1
 FX3018
 FX3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3018!SPC VA S     -   1.00000542  x   0.99997578  =   0.99998120
 FX3018!UTM  18      -   1.00000542  x   0.99972585  =   0.99973127
 FX3018
 FX3018                          SUPERSEDED SURVEY CONTROL
 FX3018
 FX3018  NAD 83(1986)-  36 55 10.15343(N)    076 08 05.09091(W) AD(       ) 2
 FX3018  NAD 27      -  36 55 09.62300(N)    076 08 06.32300(W) AD(       ) 2
 FX3018
 FX3018.Superseded values are not recommended for survey control.
 FX3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3018.See file dsdata.txt to determine how the superseded data were derived.
 FX3018
 FX3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9892786542(NAD 83)
 FX3018_MARKER: DD = SURVEY DISK
 FX3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3018+STABILITY: SURFACE MOTION
 FX3018
 FX3018  HISTORY     - Date     Condition        Report By
 FX3018  HISTORY     - 1939     MONUMENTED       USE
 FX3018
 FX3018                          STATION DESCRIPTION
 FX3018
 FX3018'DESCRIBED BY US ENGINEERS 1939
 FX3018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FX3018'PLAYHOUSE ROAD IN BAYSIDE GO NORTH ON PLAYHOUSE ROAD FOR 0.9
 FX3018'MILE TO FLYNN AVE. JUST NORTH OF THE OLD HOTEL, TURN LEFT ON
 FX3018'FLYNN AVE. AND GO 0.1 MILE TO BRADFORD AVE., TURN RIGHT ON
 FX3018'BRADFORD AVE. AND GO 0.1 MILE TO NORTH LAKE AVE., TURN LEFT ON
 FX3018'NORTH LAKE AVE. AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 FX3018'
 FX3018'CHESAPEAKE BEACH A (U.S.E.) IS A MARK SIMILIAR TO THE STATION
 FX3018'MARK.  IT IS STAMPED CHESAPEAKE BEACH TOWER A, 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1605 ***********************************************************************
 FW1605  DESIGNATION -  CHESAPEAKE LIGHT
 FW1605  PID         -  FW1605
 FW1605  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1605  USGS QUAD   -  
 FW1605
 FW1605                         *CURRENT SURVEY CONTROL
 FW1605  ___________________________________________________________________
 FW1605* NAD 83(1993)-  36 54 16.69574(N)    075 42 45.81824(W)     ADJUSTED  
 FW1605* NAVD 88     -                                                        
 FW1605  ___________________________________________________________________
 FW1605  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FW1605  GEOID HEIGHT-         -38.07  (meters)                     GEOID03
 FW1605
 FW1605  HORZ ORDER  -  THIRD
 FW1605
 FW1605.The horizontal coordinates were established by classical geodetic methods
 FW1605.and adjusted by the National Geodetic Survey in September 1995..
 FW1605
 FW1605
 FW1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1605
 FW1605.The geoid height was determined by GEOID03.
 FW1605
 FW1605;                    North         East     Units Scale Factor Converg.
 FW1605;SPC VA S     - 1,067,066.919 3,748,367.697   MT  0.99997782   +1 41 30.0
 FW1605;SPC VA S     - 3,500,868.72 12,297,769.69   sFT  0.99997782   +1 41 30.0
 FW1605;UTM  18      - 4,084,530.758   436,504.760   MT  0.99964967   -0 25 40.8
 FW1605
 FW1605                          SUPERSEDED SURVEY CONTROL
 FW1605
 FW1605  NAD 83(1986)-  36 54 16.69729(N)    075 42 45.85617(W) AD(       ) 4
 FW1605  NAD 27      -  36 54 16.15800(N)    075 42 47.12300(W) AD(       ) 3
 FW1605
 FW1605.Superseded values are not recommended for survey control.
 FW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1605.See file dsdata.txt to determine how the superseded data were derived.
 FW1605
 FW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3650584531(NAD 83)
 FW1605_MARKER: 13 = LIGHTHOUSE
 FW1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1605
 FW1605  HISTORY     - Date     Condition        Report By
 FW1605  HISTORY     - 1966     FIRST OBSERVED   CGS
 FW1605  HISTORY     - 1980     GOOD             NOS
 FW1605
 FW1605                          STATION DESCRIPTION
 FW1605
 FW1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FW1605'STATION IS LOCATED ABOUT 17 MILES EAST OF CAPE HENRY.  THE
 FW1605'POINT INTERSECTED WAS A FLASHING WHITE LIGHT, WHICH MAKES
 FW1605'TWO QUICK FLASHES AND THEN IS OFF FOR FIVE SECONDS.  STATION
 FW1605'IS ON A PLATFORM 117 FEET TALL.  STATION WAS NOT VISITED.
 FW1605
 FW1605                          STATION RECOVERY (1980)
 FW1605
 FW1605'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW1605'THE STATION WAS RECOVERED IN GOOD CONDITION. NOTE THAT THE LIGHT
 FW1605'HAS BEEN AUTOMATED AND THE STRUCTURE IS NO LONGER MANNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8053 ***********************************************************************
 AJ8053  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8053  DESIGNATION -  CHESAPEAKE LIGHT CORS ARP
 AJ8053  CORS_ID     -  COVX
 AJ8053  PID         -  AJ8053
 AJ8053  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ8053  USGS QUAD   -  
 AJ8053
 AJ8053                         *CURRENT SURVEY CONTROL
 AJ8053  ___________________________________________________________________
 AJ8053* NAD 83(CORS)-  36 54 16.65054(N)    075 42 45.70949(W)     ADJUSTED  
 AJ8053* NAVD 88     -        38.3    (meters)     126.     (feet)  GPS OBS   
 AJ8053  ___________________________________________________________________
 AJ8053  EPOCH DATE  -        2002.00
 AJ8053  X           -   1,260,168.350 (meters)                     COMP
 AJ8053  Y           -  -4,948,418.781 (meters)                     COMP
 AJ8053  Z           -   3,808,934.930 (meters)                     COMP
 AJ8053  ELLIP HEIGHT-           0.23  (meters)          (03/??/02) GPS OBS
 AJ8053  GEOID HEIGHT-         -38.07  (meters)                     GEOID03
 AJ8053
 AJ8053  HORZ ORDER  -  SPECIAL (CORS)
 AJ8053  ELLP ORDER  -  SPECIAL (CORS)
 AJ8053
 AJ8053.ITRF positions are available for this station.
 AJ8053.The coordinates were established by GPS observations
 AJ8053.and adjusted by the National Geodetic Survey in March 2002..
 AJ8053.The coordinates are valid at the epoch date displayed above.
 AJ8053.The epoch date for horizontal control is a decimal equivalence
 AJ8053.of Year/Month/Day.
 AJ8053
 AJ8053.The orthometric height was determined by GPS observations and a
 AJ8053.high-resolution geoid model.
 AJ8053
 AJ8053.The PID for the CORS L1 Phase Center is AJ8054.
 AJ8053
 AJ8053.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8053
 AJ8053.The ellipsoidal height was determined by GPS observations
 AJ8053.and is referenced to NAD 83.
 AJ8053
 AJ8053.The geoid height was determined by GEOID03.
 AJ8053
 AJ8053;                    North         East     Units Scale Factor Converg.
 AJ8053;SPC VA S     - 1,067,065.605 3,748,370.429   MT  0.99997782   +1 41 30.1
 AJ8053;SPC VA S     - 3,500,864.41 12,297,778.65   sFT  0.99997782   +1 41 30.1
 AJ8053
 AJ8053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8053!SPC VA S     -   0.99999996  x   0.99997782  =   0.99997778
 AJ8053
 AJ8053                          SUPERSEDED SURVEY CONTROL
 AJ8053
 AJ8053  NAD 83(CORS)-  36 54 16.65053(N)    075 42 45.70949(W) AD(1997.00) c
 AJ8053  ELLIP H (03/??/02)    0.23   (m)                       GP(1997.00) c c
 AJ8053
 AJ8053.Superseded values are not recommended for survey control.
 AJ8053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8053.See file dsdata.txt to determine how the superseded data were derived.
 AJ8053
 AJ8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3650784529(NAD 83)
 AJ8053_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8053
 AJ8053                          STATION DESCRIPTION
 AJ8053
 AJ8053'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8053'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8053'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8053'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8053'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8053'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8054 ***********************************************************************
 AJ8054  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8054  DESIGNATION -  CHESAPEAKE LIGHT CORS L1 PHASE CENTER
 AJ8054  CORS_ID     -  COVX
 AJ8054  PID         -  AJ8054
 AJ8054  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 AJ8054  USGS QUAD   -  
 AJ8054
 AJ8054                         *CURRENT SURVEY CONTROL
 AJ8054  ___________________________________________________________________
 AJ8054* NAD 83(CORS)-  36 54 16.65053(N)    075 42 45.70953(W)     ADJUSTED  
 AJ8054* NAVD 88     -                                                        
 AJ8054  ___________________________________________________________________
 AJ8054  EPOCH DATE  -        2002.00
 AJ8054  X           -   1,260,168.365 (meters)                     COMP
 AJ8054  Y           -  -4,948,418.844 (meters)                     COMP
 AJ8054  Z           -   3,808,934.978 (meters)                     COMP
 AJ8054  ELLIP HEIGHT-           0.31  (meters)          (03/??/02) GPS OBS
 AJ8054  GEOID HEIGHT-         -38.07  (meters)                     GEOID03
 AJ8054
 AJ8054  HORZ ORDER  -  SPECIAL (CORS)
 AJ8054  ELLP ORDER  -  SPECIAL (CORS)
 AJ8054
 AJ8054.ITRF positions are available for this station.
 AJ8054.The coordinates were established by GPS observations
 AJ8054.and adjusted by the National Geodetic Survey in March 2002..
 AJ8054.The coordinates are valid at the epoch date displayed above.
 AJ8054.The epoch date for horizontal control is a decimal equivalence
 AJ8054.of Year/Month/Day.
 AJ8054
 AJ8054
 AJ8054.The PID for the CORS ARP is AJ8053.
 AJ8054
 AJ8054.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8054
 AJ8054.The ellipsoidal height was determined by GPS observations
 AJ8054.and is referenced to NAD 83.
 AJ8054
 AJ8054.The geoid height was determined by GEOID03.
 AJ8054
 AJ8054;                    North         East     Units Scale Factor Converg.
 AJ8054;SPC VA S     - 1,067,065.605 3,748,370.428   MT  0.99997782   +1 41 30.1
 AJ8054;SPC VA S     - 3,500,864.41 12,297,778.65   sFT  0.99997782   +1 41 30.1
 AJ8054
 AJ8054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8054!SPC VA S     -   0.99999995  x   0.99997782  =   0.99997777
 AJ8054
 AJ8054                          SUPERSEDED SURVEY CONTROL
 AJ8054
 AJ8054  NAD 83(CORS)-  36 54 16.65052(N)    075 42 45.70953(W) AD(1997.00) c
 AJ8054  ELLIP H (03/??/02)    0.31   (m)                       GP(1997.00) c c
 AJ8054
 AJ8054.Superseded values are not recommended for survey control.
 AJ8054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8054.See file dsdata.txt to determine how the superseded data were derived.
 AJ8054
 AJ8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3650784529(NAD 83)
 AJ8054_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8054
 AJ8054                          STATION DESCRIPTION
 AJ8054
 AJ8054'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8054'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8054'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8054'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8054'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8054'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4352 ***********************************************************************
 FX4352  CBN         -  This is a Cooperative Base Network Control Station.
 FX4352  DESIGNATION -  CHESAPORT
 FX4352  PID         -  FX4352
 FX4352  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX4352  USGS QUAD   -  DEEP CREEK (1986)
 FX4352
 FX4352                         *CURRENT SURVEY CONTROL
 FX4352  ___________________________________________________________________
 FX4352* NAD 83(1993)-  36 39 37.41953(N)    076 19 33.26792(W)     ADJUSTED  
 FX4352* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 FX4352  ___________________________________________________________________
 FX4352  X           -   1,210,966.762 (meters)                     COMP
 FX4352  Y           -  -4,977,365.375 (meters)                     COMP
 FX4352  Z           -   3,787,208.050 (meters)                     COMP
 FX4352  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FX4352  ELLIP HEIGHT-         -32.57  (meters)          (07/14/04) GPS OBS
 FX4352  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX4352
 FX4352  HORZ ORDER  -  B
 FX4352  ELLP ORDER  -  THIRD     CLASS II
 FX4352
 FX4352.This mark is at Chesapeake Airport (CPK)
 FX4352
 FX4352.The horizontal coordinates were established by GPS observations
 FX4352.and adjusted by the National Geodetic Survey in June 1994..
 FX4352
 FX4352.The orthometric height was determined by GPS observations and a
 FX4352.high-resolution geoid model.
 FX4352
 FX4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4352
 FX4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4352
 FX4352.The ellipsoidal height was determined by GPS observations
 FX4352.and is referenced to NAD 83.
 FX4352
 FX4352.The geoid height was determined by GEOID03.
 FX4352
 FX4352;                    North         East     Units Scale Factor Converg.
 FX4352;SPC VA S     - 1,038,533.782 3,694,363.723   MT  1.00002099   +1 19 10.2
 FX4352;SPC VA S     - 3,407,256.25 12,120,591.65   sFT  1.00002099   +1 19 10.2
 FX4352;UTM  18      - 4,058,018.631   381,500.285   MT  0.99977300   -0 47 30.3
 FX4352
 FX4352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4352!SPC VA S     -   1.00000511  x   1.00002099  =   1.00002610
 FX4352!UTM  18      -   1.00000511  x   0.99977300  =   0.99977811
 FX4352
 FX4352:                Primary Azimuth Mark                     Grid Az
 FX4352:SPC VA S     -  CHESAPORT AZ MK                          039 00 03.8
 FX4352:UTM  18      -  CHESAPORT AZ MK                          041 06 44.3
 FX4352
 FX4352|---------------------------------------------------------------------|
 FX4352| PID    Reference Object                     Distance      Geod. Az  |
 FX4352|                                                           dddmmss.s |
 FX4352| FX4355 CHESAPORT AZ MK                     APPROX. 0.9 KM 0401914.0 |
 FX4352|---------------------------------------------------------------------|
 FX4352
 FX4352                          SUPERSEDED SURVEY CONTROL
 FX4352
 FX4352  ELLIP H (08/14/01)  -32.57   (m)                       GP(       ) 4 1
 FX4352  NAD 83(1986)-  36 39 37.43301(N)    076 19 33.28809(W) AD(       ) 1
 FX4352  ELLIP H (06/29/94)  -32.59   (m)                       GP(       ) 4 1
 FX4352  NAD 83(1993)-  36 39 37.41953(N)    076 19 33.26792(W) AD(       ) B
 FX4352  ELLIP H (04/04/94)  -32.59   (m)                       GP(       ) 4 1
 FX4352  NAD 83(1986)-  36 39 37.42523(N)    076 19 33.30329(W) AD(       ) 3
 FX4352  NAD 27      -  36 39 36.88270(N)    076 19 34.51039(W) AD(       ) 3
 FX4352  NGVD 29 (03/22/89)    4.7    (m)           15.     (f) GPS OBS        
 FX4352
 FX4352.Superseded values are not recommended for survey control.
 FX4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4352.See file dsdata.txt to determine how the superseded data were derived.
 FX4352
 FX4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8150058019(NAD 83)
 FX4352_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4352_SP_SET: CONCRETE POST
 FX4352_STAMPING: CHESAPORT 1986
 FX4352_MARK LOGO: NGS   
 FX4352_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4352+STABILITY: SURFACE MOTION
 FX4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4352+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2001
 FX4352
 FX4352  HISTORY     - Date     Condition        Report By
 FX4352  HISTORY     - 1986     MONUMENTED       NGS
 FX4352  HISTORY     - 1987     GOOD             NGS
 FX4352  HISTORY     - 19930503 GOOD             NGS
 FX4352  HISTORY     - 19950823 GOOD             NGS
 FX4352  HISTORY     - 20000301 GOOD             WOOLPT
 FX4352  HISTORY     - 20010425 GOOD             NGS
 FX4352  HISTORY     - 20010719 GOOD             VADOT
 FX4352
 FX4352                          STATION DESCRIPTION
 FX4352
 FX4352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX4352'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 FX4352'SOUTHWEST OF GREAT BRIDGE, IN CHESAPEAK AND AT THE CHESAPEAK
 FX4352'MUNICIPAL AIRPORT, NEAR THE SOUTHWEST END OF RUNWAY 05-23.
 FX4352'OWNERSHIP--PETER FAY, PO BOX 15400, CHESAPEAK VA 23320, PH
 FX4352'804-421-9000.
 FX4352'
 FX4352'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 FX4352'STATE ROAD 190, EXIT 85 IN CHESAPEAK.  GO SOUTHEAST FOR 0.2 KM (0.1
 FX4352'MI) ON THE EXIT RAMP TO A T-ROAD, TURN RIGHT AND GO EAST ON STATE
 FX4352'ROAD 190 FOR 0.5 KM (0.3 MI) TO STATE ROAD 104.  TURN RIGHT AND GO
 FX4352'SOUTHWEST ON ROAD 104 FOR 7.7 KM (4.8 MI) TO A CROSSROAD.  TURN
 FX4352'LEFT, SOUTHERLY, ON WEST ROAD FOR 5.5 KM (3.4 MI) TO A ROAD LEFT.
 FX4352'TURN LEFT, SOUTHEASTERLY FOR 0.5 KM (0.3 MI) TO THE AIRPORT OFFICE
 FX4352'AND THE AZIMUTH MARK ON THE RIGHT.
 FX4352'CONTINUE THRU A GATE FOR 0.2 KM (0.1 MI) TO A
 FX4352'TAXIWAY, THEN RIGHT AND FOLLOW TAXIWAY FOR 0.4 KM (0.25 MI) TO
 FX4352'THREE VASI LIGHTS AND THE STATION.
 FX4352'
 FX4352'THE STATION IS A STANDARD NGS DISK
 FX4352'STAMPED---CHESAPORT 1986---,
 FX4352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4352'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FX4352'27.6 METERS (90.4 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 FX4352'13.9 METERS (45.6 FT) SOUTHWEST FROM A VASI UNIT POST,
 FX4352'4.5 METERS (14.7 FT) NORTHWEST FROM A VASI UNIT POST,
 FX4352'4.1 METERS (13.3 FT) SOUTHEAST FROM A VASI UNIT POST, AND
 FX4352'0.3 METERS (1.1 FT) NORTHEAST FROM A WITNESS POST.
 FX4352'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4352'STAMPED---CHESAPORT 1986---,
 FX4352'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FX4352'
 FX4352'THE AZIMUTH MARK IS A STANDARD NGS DISK
 FX4352'STAMPED---CHESAPORT 1986---,
 FX4352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4352'32 CM IN DIAMETER RECESSED 18 CM BELOW GROUND.  LOCATED
 FX4352'27.0 METERS (88.4 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 FX4352'13.8 METERS (45.3 FT) NORTHEAST FROM A VASI UNIT POST,
 FX4352'4.3 METERS (14.1 FT) SOUTHEAST FROM A VASI UNIT SUPPORTING POST,
 FX4352'4.3 METERS (14.1 FT) WEST FROM A VASI UNIT POST, AND
 FX4352'0.3 METERS (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 FX4352'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4352'STAMPED---CHESAPORT 1986---,
 FX4352'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FX4352'
 FX4352'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FX4352'1987.
 FX4352'
 FX4352'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FX4352'
 FX4352'DESCRIBED BY H.D. MCKINNEY.
 FX4352
 FX4352                          STATION RECOVERY (1993)
 FX4352
 FX4352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FX4352'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) SOUTHWEST OF GREAT
 FX4352'BRIDGE, IN CHESAPEAKE, AND AT THE CHESAPEAKE MUNICIPAL AIRPORT, NEAR
 FX4352'THE SOUTHWEST END OF RUNWAY 05-23.  OWNERSHIP--PETER FAY, 1777 WEST
 FX4352'ROAD, CHESAPEAKE VA, 23323.  PHONE 804-421-9000.
 FX4352'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 FX4352'STATE HIGHWAY 190 (EXIT 85) IN CHESAPEAKE, GO SOUTHEAST FOR 0.2 KM
 FX4352'(0.10 MI) ON THE EXIT RAMP TO A T-ROAD, TURN RIGHT AND GO EAST ON
 FX4352'STATE HIGHWAY 190 FOR 0.5 KM (0.30 MI) TO STATE HIGHWAY 104, TURN
 FX4352'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 104 FOR 7.7 KM (4.80 MI) TO A
 FX4352'CROSSROAD, TURN LEFT, SOUTHERLY, ON WEST ROAD FOR 5.5 KM (3.40 MI) TO
 FX4352'A ROAD LEFT, TURN LEFT, SOUTHEASTERLY FOR 0.5 KM (0.30 MI) TO THE
 FX4352'AIRPORT OFFICE ON THE RIGHT, CONTINUE AHEAD THROUGH GATE FOR 0.2 KM
 FX4352'(0.10 MI) TO A TAXIWAY, TURN RIGHT AND FOLLOW TAXIWAY FOR 0.4 KM
 FX4352'(0.25 MI) TO THREE VASI LIGHTS AND THE STATION ON THE LEFT.
 FX4352'LOCATED 27.6 M (90.6 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 13.9
 FX4352'M (45.6 FT) SOUTHWEST FROM A VASI UNIT POST, 4.5 M (14.8 FT)
 FX4352'NORTHWEST FROM A VASI UNIT POST, 4.1 M (13.5 FT) SOUTHEAST FROM A VASI
 FX4352'UNIT POST AND 0.3 M (1.0 FT) NORTEAST FROM A WITNESS POST.
 FX4352
 FX4352                          STATION RECOVERY (1995)
 FX4352
 FX4352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 FX4352'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF GREAT
 FX4352'CIRCLE BRIDGE, IN CHESAPEAKE, AND AT THE CHESAPEAKE MUNICIPAL AIRPORT,
 FX4352'NEAR THE SOUTHWEST END OF RUNWAY 05-23.  OWNERSHIP--CITY OF
 FX4352'CHESAPEAKE, CONTACT JOHN BEAULIEU, WHO IS AIRPORT MANAGER AND
 FX4352'PRESIDENT OF HORIZON AVIATION, 1777 WEST ROAD, CHESAPEAKE VIRGINIA
 FX4352'23323.  PHONE 804-421-9000.  TO REACH THE STATION FROM THE JUNCTION OF
 FX4352'INTERSTATE 64 AND STATE HIGHWAY 190 (EXIT 85) IN CHESAPEAKE, GO
 FX4352'SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE EXIT RAMP TO A T-ROAD.  TURN
 FX4352'RIGHT AND GO EAST ON STATE HIGHWAY 190 FOR 0.5 KM (0.30 MI) TO STATE
 FX4352'HIGHWAY 104.  TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 104 FOR 7.7
 FX4352'KM (4.80 MI) TO A CROSSROAD.  TURN LEFT, SOUTHERLY, ON WEST ROAD FOR
 FX4352'5.5 KM (3.40 MI) TO A ROAD LEFT.  TURN LEFT, SOUTHEASTERLY, FOR 0.5 KM
 FX4352'(0.30 MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE AHEAD THROUGH
 FX4352'GATE FOR 0.2 KM (0.10 MI) TO A TAXIWAY.  TURN RIGHT AND FOLLOW TAXIWAY
 FX4352'SOUTHWEST THEN SOUTH 0.3 MI (0.5 KM) TO HOLDING BARS FOR RUNWAY END
 FX4352'05.  TURN LEFT AND GO NORTHEAST ALONGSIDE RUNWAY FOR 0.05 MI (0.08 KM)
 FX4352'TO THREE BAR VASI LIGHTS AND THE STATION.  LOCATED 27.6 M (90.6 FT)
 FX4352'NORTHWEST FROM THE CENTER OF THE RUNWAY, 15.1 M (49.5 FT)
 FX4352'SOUTH-SOUTHWEST FROM A VASI UNIT POST, 9.9 M (32.5 FT) SOUTH-SOUTHEAST
 FX4352'OF A VASI UNIT POST, 2.5 M (8.2 FT) EAST OF A VASI UNIT POST, 0.3 M
 FX4352'(1.0 FT) NORTHEAST FROM A WITNESS POST.  STATION IS RECESSED 5 CM
 FX4352'BELOW GROUND.
 FX4352
 FX4352                          STATION RECOVERY (2000)
 FX4352
 FX4352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (JR)
 FX4352'RECOVERED AS DESCRIBED.
 FX4352
 FX4352                          STATION RECOVERY (2001)
 FX4352
 FX4352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 FX4352'RECOVERED AS DESCRIBED.
 FX4352'
 FX4352
 FX4352                          STATION RECOVERY (2001)
 FX4352
 FX4352'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FX4352'RECOVERED AS DESCRIBED.
 FX4352' 
 FX4352'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4355 ***********************************************************************
 FX4355  DESIGNATION -  CHESAPORT AZ MK
 FX4355  PID         -  FX4355
 FX4355  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX4355  USGS QUAD   -  DEEP CREEK (1986)
 FX4355
 FX4355                         *CURRENT SURVEY CONTROL
 FX4355  ___________________________________________________________________
 FX4355* NAD 83(1993)-  36 40 00.00286(N)    076 19 09.47632(W)     ADJUSTED  
 FX4355* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 FX4355  ___________________________________________________________________
 FX4355  X           -   1,211,442.626 (meters)                     COMP
 FX4355  Y           -  -4,976,822.072 (meters)                     COMP
 FX4355  Z           -   3,787,766.681 (meters)                     COMP
 FX4355  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 FX4355  ELLIP HEIGHT-         -32.20  (meters)          (09/08/95) GPS OBS
 FX4355  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX4355
 FX4355  HORZ ORDER  -  THIRD
 FX4355  ELLP ORDER  -  FOURTH    CLASS II
 FX4355
 FX4355.This mark is at Chesapeake Airport (CPK)
 FX4355
 FX4355.The horizontal coordinates were established by GPS observations
 FX4355.and adjusted by the National Geodetic Survey in September 1995..
 FX4355
 FX4355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4355
 FX4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4355
 FX4355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4355
 FX4355.The ellipsoidal height was determined by GPS observations
 FX4355.and is referenced to NAD 83.
 FX4355
 FX4355.The geoid height was determined by GEOID03.
 FX4355
 FX4355;                    North         East     Units Scale Factor Converg.
 FX4355;SPC VA S     - 1,039,243.377 3,694,938.363   MT  1.00001966   +1 19 24.7
 FX4355;SPC VA S     - 3,409,584.31 12,122,476.95   sFT  1.00001966   +1 19 24.7
 FX4355;UTM  18      - 4,058,706.403   382,100.528   MT  0.99977125   -0 47 16.5
 FX4355
 FX4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4355!SPC VA S     -   1.00000505  x   1.00001966  =   1.00002471
 FX4355!UTM  18      -   1.00000505  x   0.99977125  =   0.99977630
 FX4355
 FX4355:                Primary Azimuth Mark                     Grid Az
 FX4355:SPC VA S     -  CHESAPORT                                219 00 03.5
 FX4355:UTM  18      -  CHESAPORT                                221 06 44.7
 FX4355
 FX4355|---------------------------------------------------------------------|
 FX4355| PID    Reference Object                     Distance      Geod. Az  |
 FX4355|                                                           dddmmss.s |
 FX4355| FX4352 CHESAPORT                           APPROX. 0.9 KM 2201928.2 |
 FX4355|---------------------------------------------------------------------|
 FX4355
 FX4355                          SUPERSEDED SURVEY CONTROL
 FX4355
 FX4355  NAD 83(1986)-  36 40 00.00874(N)    076 19 09.51157(W) AD(       ) 3
 FX4355  NAD 27      -  36 39 59.46622(N)    076 19 10.71948(W) AD(       ) 3
 FX4355  NGVD 29 (03/22/89)    5.2    (m)           17.     (f) GPS OBS        
 FX4355
 FX4355.Superseded values are not recommended for survey control.
 FX4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4355.See file dsdata.txt to determine how the superseded data were derived.
 FX4355
 FX4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8210158706(NAD 83)
 FX4355_MARKER: DZ = AZIMUTH MARK DISK
 FX4355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4355_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4355+STABILITY: SURFACE MOTION
 FX4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4355+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FX4355
 FX4355  HISTORY     - Date     Condition        Report By
 FX4355  HISTORY     - 1987     MONUMENTED       NGS
 FX4355
 FX4355                          STATION DESCRIPTION
 FX4355
 FX4355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX4355'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 FX4355'SOUTHWEST OF GREAT BRIDGE, IN CHESAPEAK AND AT THE CHESAPEAK
 FX4355'MUNICIPAL AIRPORT.
 FX4355'OWNERSHIP--PETER FAY, PO BOX 15400, CHESAPEAK VA 23320, PH
 FX4355'804-421-9000.
 FX4355'
 FX4355'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 FX4355'STATE ROAD 190, EXIT 85 IN CHESAPEAK.  GO SOUTHEAST FOR 0.2 KM (0.1
 FX4355'MI) ON THE EXIT RAMP TO A T-ROAD, TURN RIGHT AND GO EAST ON STATE
 FX4355'ROAD 190 FOR 0.5 KM (0.3 MI) TO STATE ROAD 104.  TURN RIGHT AND GO
 FX4355'SOUTHWEST ON ROAD 104 FOR 7.7 KM (4.8 MI) TO A CROSSROAD.  TURN
 FX4355'LEFT, SOUTHERLY, ON WEST ROAD FOR 5.5 KM (3.4 MI) TO A ROAD LEFT.
 FX4355'TURN LEFT, SOUTHEASTERLY FOR 0.5 KM (0.3 MI) TO THE AIRPORT OFFICE
 FX4355'ON THE RIGHT AND THE STATION.
 FX4355'
 FX4355'THE STATION IS A STANDARD NGS DISK
 FX4355'STAMPED---CHESAPORT 1986---,
 FX4355'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4355'32 CM IN DIAMETER RECESSED 18 CM BELOW GROUND.  LOCATED
 FX4355'27.0 METERS (88.4 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 FX4355'13.8 METERS (45.3 FT) NORTHEAST FROM A VASI UNIT POST,
 FX4355'4.3 METERS (14.1 FT) SOUTHEAST FROM A VASI UNIT SUPPORTING POST,
 FX4355'4.3 METERS (14.1 FT) WEST FROM A VASI UNIT POST, AND
 FX4355'0.3 METERS (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 FX4355'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4355'STAMPED---CHESAPORT 1986---,
 FX4355'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FX4355'
 FX4355'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FX4355'1987.
 FX4355'
 FX4355'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FX4355'
 FX4355'DESCRIBED BY H.D. MCKINNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1333 ***********************************************************************
 FW1333  DESIGNATION -  CHESCONESSEX CREEK DAY BCN 3
 FW1333  PID         -  FW1333
 FW1333  STATE/COUNTY-  VA/ACCOMACK
 FW1333  USGS QUAD   -  CHESCONESSEX (1986)
 FW1333
 FW1333                         *CURRENT SURVEY CONTROL
 FW1333  ___________________________________________________________________
 FW1333* NAD 83(1993)-  37 45 26.61162(N)    075 48 03.45033(W)     ADJUSTED  
 FW1333* NAVD 88     -                                                        
 FW1333  ___________________________________________________________________
 FW1333  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FW1333  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 FW1333
 FW1333  HORZ ORDER  -  THIRD
 FW1333
 FW1333.The horizontal coordinates were established by classical geodetic methods
 FW1333.and adjusted by the National Geodetic Survey in November 1994..
 FW1333
 FW1333
 FW1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1333
 FW1333.The geoid height was determined by GEOID03.
 FW1333
 FW1333;                    North         East     Units Scale Factor Converg.
 FW1333;SPC VA S     - 1,161,437.485 3,737,802.422   MT  0.99996850   +1 38 17.2
 FW1333;SPC VA S     - 3,810,482.82 12,263,106.78   sFT  0.99996850   +1 38 17.2
 FW1333;UTM  18      - 4,179,199.702   429,446.373   MT  0.99966131   -0 29 25.7
 FW1333
 FW1333                          SUPERSEDED SURVEY CONTROL
 FW1333
 FW1333  NAD 83(1993)-  37 45 26.61078(N)    075 48 03.46544(W) AD(       ) 4
 FW1333  NAD 83(1986)-  37 45 26.61289(N)    075 48 03.48374(W) AD(       ) 4
 FW1333  NAD 27      -  37 45 26.14400(N)    075 48 04.73500(W) AD(       ) 3
 FW1333
 FW1333.Superseded values are not recommended for survey control.
 FW1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1333.See file dsdata.txt to determine how the superseded data were derived.
 FW1333
 FW1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2944679200(NAD 83)
 FW1333
 FW1333  HISTORY     - Date     Condition        Report By
 FW1333  HISTORY     - 1957     FIRST OBSERVED   CGS
 FW1333
 FW1333                          STATION DESCRIPTION
 FW1333
 FW1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1333'STATION IS ON THE EASTERN SHORE OF CHESAPEAKE BAY AT THE MOUTH
 FW1333'OF POCOMOKE SOUND AND CHESCONESSEX CREEK.  IT IS THE TOP AND
 FW1333'CENTER OF A BLACK WOODEN SQUARE DAYMARK AT THE TOP OF A
 FW1333'PILE.  ABOUT 12 FEET ABOVE MHW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1334 ***********************************************************************
 FW1334  DESIGNATION -  CHESCONESSEX CREEK DAY BCN 4
 FW1334  PID         -  FW1334
 FW1334  STATE/COUNTY-  VA/ACCOMACK
 FW1334  USGS QUAD   -  CHESCONESSEX (1986)
 FW1334
 FW1334                         *CURRENT SURVEY CONTROL
 FW1334  ___________________________________________________________________
 FW1334* NAD 83(1993)-  37 45 38.86789(N)    075 47 28.09788(W)     ADJUSTED  
 FW1334* NAVD 88     -                                                        
 FW1334  ___________________________________________________________________
 FW1334  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FW1334  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 FW1334
 FW1334  HORZ ORDER  -  THIRD
 FW1334
 FW1334.The horizontal coordinates were established by classical geodetic methods
 FW1334.and adjusted by the National Geodetic Survey in November 1994..
 FW1334
 FW1334
 FW1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1334
 FW1334.The geoid height was determined by GEOID03.
 FW1334
 FW1334;                    North         East     Units Scale Factor Converg.
 FW1334;SPC VA S     - 1,161,839.974 3,738,656.558   MT  0.99996890   +1 38 38.7
 FW1334;SPC VA S     - 3,811,803.31 12,265,909.06   sFT  0.99996890   +1 38 38.7
 FW1334;UTM  18      - 4,179,570.075   430,314.601   MT  0.99965981   -0 29 04.1
 FW1334
 FW1334                          SUPERSEDED SURVEY CONTROL
 FW1334
 FW1334  NAD 83(1993)-  37 45 38.86668(N)    075 47 28.11262(W) AD(       ) 4
 FW1334  NAD 83(1986)-  37 45 38.86887(N)    075 47 28.13165(W) AD(       ) 4
 FW1334  NAD 27      -  37 45 38.39900(N)    075 47 29.38300(W) AD(       ) 3
 FW1334
 FW1334.Superseded values are not recommended for survey control.
 FW1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1334.See file dsdata.txt to determine how the superseded data were derived.
 FW1334
 FW1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3031579570(NAD 83)
 FW1334
 FW1334  HISTORY     - Date     Condition        Report By
 FW1334  HISTORY     - 1957     FIRST OBSERVED   CGS
 FW1334
 FW1334                          STATION DESCRIPTION
 FW1334
 FW1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1334'STATION IS ON THE EASTERN SHORE OF CHESAPEAKE BAY AT THE MOUTH
 FW1334'OF POCOMOKE SOUND IN THE CHESCONESSEX CREEK ON THE SOUTH SIDE
 FW1334'OF THE CHANNEL.  IT IS THE TOP AND CENTER OF A RED WOODEN
 FW1334'TRIANGULAR DAYMARK AT THE TOP OF A PILE.  ABOUT 12 FEET ABOVE
 FW1334'MHW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1335 ***********************************************************************
 FW1335  DESIGNATION -  CHESCONESSEX CREEK LIGHT 2
 FW1335  PID         -  FW1335
 FW1335  STATE/COUNTY-  VA/ACCOMACK
 FW1335  USGS QUAD   -  CHESCONESSEX (1986)
 FW1335
 FW1335                         *CURRENT SURVEY CONTROL
 FW1335  ___________________________________________________________________
 FW1335* NAD 83(1993)-  37 45 18.41575(N)    075 48 55.13696(W)     ADJUSTED  
 FW1335* NAVD 88     -                                                        
 FW1335  ___________________________________________________________________
 FW1335  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FW1335  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FW1335
 FW1335  HORZ ORDER  -  THIRD
 FW1335
 FW1335.The horizontal coordinates were established by classical geodetic methods
 FW1335.and adjusted by the National Geodetic Survey in November 1994..
 FW1335
 FW1335
 FW1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1335
 FW1335.The geoid height was determined by GEOID03.
 FW1335
 FW1335;                    North         East     Units Scale Factor Converg.
 FW1335;SPC VA S     - 1,161,148.838 3,736,544.973   MT  0.99996823   +1 37 45.8
 FW1335;SPC VA S     - 3,809,535.81 12,258,981.30   sFT  0.99996823   +1 37 45.8
 FW1335;UTM  18      - 4,178,958.033   428,179.458   MT  0.99966353   -0 29 57.2
 FW1335
 FW1335                          SUPERSEDED SURVEY CONTROL
 FW1335
 FW1335  NAD 83(1993)-  37 45 18.41593(N)    075 48 55.15249(W) AD(       ) 4
 FW1335  NAD 83(1986)-  37 45 18.41758(N)    075 48 55.16982(W) AD(       ) 4
 FW1335  NAD 27      -  37 45 17.95700(N)    075 48 56.41900(W) AD(       ) 3
 FW1335
 FW1335.Superseded values are not recommended for survey control.
 FW1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1335.See file dsdata.txt to determine how the superseded data were derived.
 FW1335
 FW1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2817978958(NAD 83)
 FW1335_MARKER: 14 = NAVIGATION LIGHT
 FW1335
 FW1335  HISTORY     - Date     Condition        Report By
 FW1335  HISTORY     - 1957     FIRST OBSERVED   CGS
 FW1335
 FW1335                          STATION DESCRIPTION
 FW1335
 FW1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAE)
 FW1335'STATION IS ON THE EASTERN SHORE OF CHESAPEAKE BAY AT THE
 FW1335'MOUTH OF POCOMOKE SOUND AND CHESCONESSEX CREEK.  IT IS THE
 FW1335'FINIAL OF THE LIGHT ON TOP OF A RED TRIANGULAR DAYMARK ON A
 FW1335'DOLPHIN.  ABOUT 15 FEET ABOVE MHW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1690 ***********************************************************************
 GV1690  DESIGNATION -  CHESS
 GV1690  PID         -  GV1690
 GV1690  STATE/COUNTY-  VA/NEW KENT
 GV1690  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1690
 GV1690                         *CURRENT SURVEY CONTROL
 GV1690  ___________________________________________________________________
 GV1690* NAD 83(1993)-  37 27 31.23050(N)    077 05 47.91084(W)     ADJUSTED  
 GV1690* NAVD 88     -        24.169  (meters)      79.29   (feet)  ADJUSTED  
 GV1690  ___________________________________________________________________
 GV1690  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 GV1690  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV1690  DYNAMIC HT  -          24.153 (meters)      79.24  (feet)  COMP
 GV1690  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 GV1690
 GV1690  HORZ ORDER  -  SECOND
 GV1690  VERT ORDER  -  FIRST     CLASS II
 GV1690
 GV1690.The horizontal coordinates were established by classical geodetic methods
 GV1690.and adjusted by the National Geodetic Survey in September 1995..
 GV1690
 GV1690.The orthometric height was determined by differential leveling
 GV1690.and adjusted by the National Geodetic Survey in June 1991..
 GV1690
 GV1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1690
 GV1690.The geoid height was determined by GEOID03.
 GV1690
 GV1690.The dynamic height is computed by dividing the NAVD 88
 GV1690.geopotential number by the normal gravity value computed on the
 GV1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1690.degrees latitude (g = 980.6199 gals.).
 GV1690
 GV1690.The modeled gravity was interpolated from observed gravity values.
 GV1690
 GV1690;                    North         East     Units Scale Factor Converg.
 GV1690;SPC VA S     - 1,125,807.762 3,624,149.723   MT  0.99994666   +0 51 06.2
 GV1690;SPC VA S     - 3,693,587.63 11,890,231.22   sFT  0.99994666   +0 51 06.2
 GV1690;UTM  18      - 4,147,820.685   314,564.711   MT  1.00002358   -1 16 31.9
 GV1690
 GV1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1690!SPC VA S     -   1.00000150  x   0.99994666  =   0.99994816
 GV1690!UTM  18      -   1.00000150  x   1.00002358  =   1.00002508
 GV1690
 GV1690|---------------------------------------------------------------------|
 GV1690| PID    Reference Object                     Distance      Geod. Az  |
 GV1690|                                                           dddmmss.s |
 GV1690| GV1691 CHESS RM 1                           26.011 METERS 02542     |
 GV1690| GV1689 CHESS RM 2                           25.133 METERS 29843     |
 GV1690| GV1688 CHESS AZ MK                                        3061917.5 |
 GV1690|---------------------------------------------------------------------|
 GV1690
 GV1690                          SUPERSEDED SURVEY CONTROL
 GV1690
 GV1690  NAD 83(1993)-  37 27 31.23078(N)    077 05 47.91092(W) AD(       ) 2
 GV1690  NAD 83(1986)-  37 27 31.23329(N)    077 05 47.92260(W) AD(       ) 2
 GV1690  NAD 27      -  37 27 30.70710(N)    077 05 49.02980(W) AD(       ) 2
 GV1690  NGVD 29 (??/??/??)   24.494  (m)           80.36   (f) ADJUSTED    1 2
 GV1690
 GV1690.Superseded values are not recommended for survey control.
 GV1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1690.See file dsdata.txt to determine how the superseded data were derived.
 GV1690
 GV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1456547821(NAD 83)
 GV1690_MARKER: DS = TRIANGULATION STATION DISK
 GV1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1690_STAMPING: CHESS 1958
 GV1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1690+STABILITY: SURFACE MOTION
 GV1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1690+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1690
 GV1690  HISTORY     - Date     Condition        Report By
 GV1690  HISTORY     - 1958     MONUMENTED       CGS
 GV1690  HISTORY     - 1958     GOOD             CGS
 GV1690  HISTORY     - 1966     GOOD             CGS
 GV1690  HISTORY     - 1966     GOOD             CGS
 GV1690  HISTORY     - 1979     GOOD             NGS
 GV1690  HISTORY     - 1990     GOOD             USPSQD
 GV1690  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1690  HISTORY     - 20001216 GOOD             USPSQD
 GV1690  HISTORY     - 20010331 GOOD             NGS
 GV1690  HISTORY     - 20050303 GOOD             USPSQD
 GV1690
 GV1690                          STATION DESCRIPTION
 GV1690
 GV1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1690'THE STATION IS LOCATED ABOUT 3 MILES WEST NORTHWEST OF PROVIDENCE
 GV1690'FORGE AT THE SOUTH EDGE OF U.S. HIGHWAY 60 AND ON STATE HIGHWAY
 GV1690'PROPERTY.
 GV1690'
 GV1690'THE STATION MARK, STAMPED CHESS 1958 AND PROJECTING ABOUT
 GV1690'2 INCHES, IS ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION OF
 GV1690'COUNTY ROAD 631, ON A WOODED BANK ABOUT 10 FEET ABOVE THE
 GV1690'LEVEL OF THE HIGHWAY, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GV1690'EAST BOUND LANE OF U.S. HIGHWAY 60, 5 FEET NORTHEAST OF A
 GV1690'DOUBLE TREE WITH A TRIANGLE BLAZE AND 4 FEET EAST OF A METAL
 GV1690'WITNESS POST.
 GV1690'
 GV1690'REFERENCE MARK NO. 1, STAMPED CHESS NO 1 1958 AND SET LEVEL
 GV1690'WITH THE GROUND, IS 29 FEET NORTH OF THE CENTERLINE OF THE
 GV1690'EAST BOUND LANE OF U.S. HIGHWAY 60, 23 FEET SOUTH OF THE
 GV1690'CENTERLINE OF THE WEST BOUND LANE AND 10 FEET WEST OF THE
 GV1690'CENTERLINE OF THE GRAVELED CROSSOVER BETWEEN THE TWO LANES.
 GV1690'
 GV1690'REFERENCE MARK NO. 2, STAMPED CHESS NO 2 1958 AND SET LEVEL
 GV1690'WITH THE GROUND, IS ABOUT 1 FOOT LOWER THAN THE STATION, 10
 GV1690'FEET ABOVE THE LEVEL OF THE HIGHWAY, 55 FEET SOUTH OF THE
 GV1690'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60 AND 65
 GV1690'FEET EAST OF A TELEPHONE POLE.
 GV1690'
 GV1690'THE AZIMUTH MARK, STAMPED CHESS 1958 AND PROJECTING 3 INCHES,
 GV1690'IS 44 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 GV1690'OF U.S. HIGHWAY 60, 26 FEET WEST OF THE CENTERLINE OF A FARM
 GV1690'ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND ABOUT 4 FEET
 GV1690'ABOVE THE LEVEL OF THE HIGHWAY.
 GV1690'
 GV1690'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 155 AND 608
 GV1690'AND U.S. HIGHWAY 60 AT PROVIDENCE FORGE--GO NORTHWESTERLY ON
 GV1690'U.S. HIGHWAY 60 FOR 3.2 MILES TO COUNTY ROAD 361 AND THE
 GV1690'STATION ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 60 FOR
 GV1690'0.35 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON LEFT.
 GV1690
 GV1690                          STATION RECOVERY (1958)
 GV1690
 GV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1690'3.2 MI WNW FROM PROVIDENCE FORGE.
 GV1690'3.2 MILES NORTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GV1690'OF STATE HIGHWAYS 155 AND 608 IN PROVIDENCE FORGE.  THE MARK IS
 GV1690'ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 631,
 GV1690'ON A WOODED BANK ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GV1690'56 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60, 5 FEET
 GV1690'NORTHEAST OF A DOUBLE TREE WITH A TRIANGLE BLAZE AND 4 FEET
 GV1690'EAST OF A METAL WITNESS POST.  SET IN A TEN INCH SQUARE CONCRETE
 GV1690'POST THAT PROJECTS 2 INCHES.
 GV1690
 GV1690                          STATION RECOVERY (1966)
 GV1690
 GV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1690'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1690'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV1690'EXCEPT THE GRAVELED CROSSOVER NEAR REFERENCE MARK NO. 1 HAS
 GV1690'BEEN REMOVED.
 GV1690'
 GV1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GV1690'WEST NORTHWEST OF PROVIDENCE FORGE
 GV1690
 GV1690                          STATION RECOVERY (1966)
 GV1690
 GV1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1690'RECOVERED IN GOOD CONDITION.
 GV1690
 GV1690                          STATION RECOVERY (1979)
 GV1690
 GV1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1690'RECOVERED IN GOOD CONDITION.
 GV1690
 GV1690                          STATION RECOVERY (1990)
 GV1690
 GV1690'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV1690'RECOVERED IN GOOD CONDITION.
 GV1690
 GV1690                          STATION RECOVERY (1996)
 GV1690
 GV1690'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1690'MARK NOT FOUND.
 GV1690
 GV1690                          STATION RECOVERY (2000)
 GV1690
 GV1690'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1690'RECOVERED IN GOOD CONDITION.
 GV1690
 GV1690                          STATION RECOVERY (2001)
 GV1690
 GV1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1690'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1690
 GV1690                          STATION RECOVERY (2005)
 GV1690
 GV1690'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1688 ***********************************************************************
 GV1688  DESIGNATION -  CHESS AZ MK
 GV1688  PID         -  GV1688
 GV1688  STATE/COUNTY-  VA/NEW KENT
 GV1688  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1688
 GV1688                         *CURRENT SURVEY CONTROL
 GV1688  ___________________________________________________________________
 GV1688* NAD 83(1986)-  37 27 43.     (N)    077 06 10.     (W)     SCALED    
 GV1688* NAVD 88     -        32.058  (meters)     105.18   (feet)  ADJUSTED  
 GV1688  ___________________________________________________________________
 GV1688  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 GV1688  DYNAMIC HT  -          32.036 (meters)     105.10  (feet)  COMP
 GV1688  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 GV1688
 GV1688  VERT ORDER  -  FIRST     CLASS II
 GV1688
 GV1688.The horizontal coordinates were scaled from a topographic map and have
 GV1688.an estimated accuracy of +/- 6 seconds.
 GV1688
 GV1688.The orthometric height was determined by differential leveling
 GV1688.and adjusted by the National Geodetic Survey in June 1991..
 GV1688
 GV1688.The geoid height was determined by GEOID03.
 GV1688
 GV1688.The dynamic height is computed by dividing the NAVD 88
 GV1688.geopotential number by the normal gravity value computed on the
 GV1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1688.degrees latitude (g = 980.6199 gals.).
 GV1688
 GV1688.The modeled gravity was interpolated from observed gravity values.
 GV1688
 GV1688;                    North         East    Units  Estimated Accuracy
 GV1688;SPC VA S     - 1,126,160.    3,623,600.      MT  (+/- 180 meters Scaled)
 GV1688
 GV1688                          SUPERSEDED SURVEY CONTROL
 GV1688
 GV1688  NGVD 29 (??/??/??)   32.383  (m)          106.24   (f) ADJUSTED    1 2
 GV1688
 GV1688.Superseded values are not recommended for survey control.
 GV1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1688.See file dsdata.txt to determine how the superseded data were derived.
 GV1688
 GV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG140481(NAD 83)
 GV1688_MARKER: DZ = AZIMUTH MARK DISK
 GV1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1688_STAMPING: CHESS 1958
 GV1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1688+STABILITY: SURFACE MOTION
 GV1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1688+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1688
 GV1688  HISTORY     - Date     Condition        Report By
 GV1688  HISTORY     - 1958     MONUMENTED       CGS
 GV1688  HISTORY     - 1966     GOOD             CGS
 GV1688  HISTORY     - 1979     GOOD             NGS
 GV1688  HISTORY     - 1990     GOOD             USPSQD
 GV1688  HISTORY     - 19960310 GOOD             USPSQD
 GV1688  HISTORY     - 20001216 GOOD             USPSQD
 GV1688  HISTORY     - 20010331 GOOD             NGS
 GV1688  HISTORY     - 20050303 GOOD             USPSQD
 GV1688
 GV1688                          STATION DESCRIPTION
 GV1688
 GV1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1688'3.5 MI NW FROM PROVIDENCE FORGE.
 GV1688'3.5 MILES NORTHWESTERLY ALONG U.S. HIGHWAY 60 TO A CROSSOVER
 GV1688'AND A FARM ROAD SOUTH.  THE MARK IS 44 FEET SOUTH OF THE
 GV1688'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60, 26 FEET
 GV1688'WEST OF THE CENTERLINE OF A FARM ROAD, 2 FEET NORTH OF A METAL
 GV1688'WITNESS POST AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GV1688'SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GV1688
 GV1688                          STATION RECOVERY (1966)
 GV1688
 GV1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1688'RECOVERED IN GOOD CONDITION.
 GV1688
 GV1688                          STATION RECOVERY (1979)
 GV1688
 GV1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1688'RECOVERED IN GOOD CONDITION.
 GV1688
 GV1688                          STATION RECOVERY (1990)
 GV1688
 GV1688'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV1688'RECOVERED IN GOOD CONDITION.
 GV1688
 GV1688                          STATION RECOVERY (1996)
 GV1688
 GV1688'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1688'RECOVERED IN GOOD CONDITION.
 GV1688
 GV1688                          STATION RECOVERY (2000)
 GV1688
 GV1688'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1688'RECOVERED IN GOOD CONDITION.
 GV1688
 GV1688                          STATION RECOVERY (2001)
 GV1688
 GV1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1688'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1688
 GV1688                          STATION RECOVERY (2005)
 GV1688
 GV1688'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1691 ***********************************************************************
 GV1691  DESIGNATION -  CHESS RM 1
 GV1691  PID         -  GV1691
 GV1691  STATE/COUNTY-  VA/NEW KENT
 GV1691  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1691
 GV1691                         *CURRENT SURVEY CONTROL
 GV1691  ___________________________________________________________________
 GV1691* NAD 83(1986)-  37 27 31.     (N)    077 05 48.     (W)     SCALED    
 GV1691* NAVD 88     -        21.087  (meters)      69.18   (feet)  ADJUSTED  
 GV1691  ___________________________________________________________________
 GV1691  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV1691  DYNAMIC HT  -          21.073 (meters)      69.14  (feet)  COMP
 GV1691  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 GV1691
 GV1691  VERT ORDER  -  FIRST     CLASS II
 GV1691
 GV1691.The horizontal coordinates were scaled from a topographic map and have
 GV1691.an estimated accuracy of +/- 6 seconds.
 GV1691
 GV1691.The orthometric height was determined by differential leveling
 GV1691.and adjusted by the National Geodetic Survey in June 1991..
 GV1691
 GV1691.The geoid height was determined by GEOID03.
 GV1691
 GV1691.The dynamic height is computed by dividing the NAVD 88
 GV1691.geopotential number by the normal gravity value computed on the
 GV1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1691.degrees latitude (g = 980.6199 gals.).
 GV1691
 GV1691.The modeled gravity was interpolated from observed gravity values.
 GV1691
 GV1691;                    North         East    Units  Estimated Accuracy
 GV1691;SPC VA S     - 1,125,800.    3,624,150.      MT  (+/- 180 meters Scaled)
 GV1691
 GV1691                          SUPERSEDED SURVEY CONTROL
 GV1691
 GV1691  NGVD 29 (??/??/??)   21.412  (m)           70.25   (f) ADJUSTED    1 2
 GV1691
 GV1691.Superseded values are not recommended for survey control.
 GV1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1691.See file dsdata.txt to determine how the superseded data were derived.
 GV1691
 GV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG145478(NAD 83)
 GV1691_MARKER: DR = REFERENCE MARK DISK
 GV1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1691_STAMPING: CHESS NO 1 1958
 GV1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1691+STABILITY: SURFACE MOTION
 GV1691
 GV1691  HISTORY     - Date     Condition        Report By
 GV1691  HISTORY     - 1958     MONUMENTED       CGS
 GV1691  HISTORY     - 1966     GOOD             CGS
 GV1691  HISTORY     - 1979     GOOD             NGS
 GV1691  HISTORY     - 1990     GOOD             USPSQD
 GV1691  HISTORY     - 1990     GOOD             USPSQD
 GV1691  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1691  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1691  HISTORY     - 20010331 GOOD             NGS
 GV1691  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1691
 GV1691                          STATION DESCRIPTION
 GV1691
 GV1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1691'3.2 MI WNW FROM PROVIDENCE FORGE.
 GV1691'3.2 MILES NORTHWESTERLY ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GV1691'OF STATE HIGHWAYS 155 AND 608 IN PROVIDENCE FORGE.  THE MARK
 GV1691'IS ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 631,
 GV1691'29 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S.
 GV1691'HIGHWAY 60, 23 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 GV1691'LANE AND 10 FEET WEST OF THE CENTERLINE OF A GRAVELED CROSSOVER
 GV1691'BETWEEN THE TWO LANES.  SET IN A TEN INCH SQUARE CONCRETE POST
 GV1691'LEVEL WITH THE SURFACE.
 GV1691
 GV1691                          STATION RECOVERY (1966)
 GV1691
 GV1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1691'RECOVERED IN GOOD CONDITION.
 GV1691
 GV1691                          STATION RECOVERY (1979)
 GV1691
 GV1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1691'RECOVERED IN GOOD CONDITION.
 GV1691
 GV1691                          STATION RECOVERY (1990)
 GV1691
 GV1691'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCP)
 GV1691'RECOVERED IN GOOD CONDITION.
 GV1691
 GV1691                          STATION RECOVERY (1990)
 GV1691
 GV1691'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV1691'RECOVERED IN GOOD CONDITION.
 GV1691
 GV1691                          STATION RECOVERY (1996)
 GV1691
 GV1691'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1691'MARK NOT FOUND.
 GV1691
 GV1691                          STATION RECOVERY (2000)
 GV1691
 GV1691'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1691'MARK NOT FOUND.
 GV1691
 GV1691                          STATION RECOVERY (2001)
 GV1691
 GV1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1691'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1691
 GV1691                          STATION RECOVERY (2005)
 GV1691
 GV1691'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1689 ***********************************************************************
 GV1689  DESIGNATION -  CHESS RM 2
 GV1689  PID         -  GV1689
 GV1689  STATE/COUNTY-  VA/NEW KENT
 GV1689  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1689
 GV1689                         *CURRENT SURVEY CONTROL
 GV1689  ___________________________________________________________________
 GV1689* NAD 83(1986)-  37 27 31.     (N)    077 05 48.     (W)     SCALED    
 GV1689* NAVD 88     -        24.239  (meters)      79.52   (feet)  ADJUSTED  
 GV1689  ___________________________________________________________________
 GV1689  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV1689  DYNAMIC HT  -          24.222 (meters)      79.47  (feet)  COMP
 GV1689  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 GV1689
 GV1689  VERT ORDER  -  FIRST     CLASS II
 GV1689
 GV1689.The horizontal coordinates were scaled from a topographic map and have
 GV1689.an estimated accuracy of +/- 6 seconds.
 GV1689
 GV1689.The orthometric height was determined by differential leveling
 GV1689.and adjusted by the National Geodetic Survey in June 1991..
 GV1689
 GV1689.The geoid height was determined by GEOID03.
 GV1689
 GV1689.The dynamic height is computed by dividing the NAVD 88
 GV1689.geopotential number by the normal gravity value computed on the
 GV1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1689.degrees latitude (g = 980.6199 gals.).
 GV1689
 GV1689.The modeled gravity was interpolated from observed gravity values.
 GV1689
 GV1689;                    North         East    Units  Estimated Accuracy
 GV1689;SPC VA S     - 1,125,800.    3,624,150.      MT  (+/- 180 meters Scaled)
 GV1689
 GV1689                          SUPERSEDED SURVEY CONTROL
 GV1689
 GV1689  NGVD 29 (??/??/??)   24.564  (m)           80.59   (f) ADJUSTED    1 2
 GV1689
 GV1689.Superseded values are not recommended for survey control.
 GV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1689.See file dsdata.txt to determine how the superseded data were derived.
 GV1689
 GV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG145478(NAD 83)
 GV1689_MARKER: DR = REFERENCE MARK DISK
 GV1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1689_STAMPING: CHESS NO 2 1958
 GV1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1689+STABILITY: SURFACE MOTION
 GV1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1689+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1689
 GV1689  HISTORY     - Date     Condition        Report By
 GV1689  HISTORY     - 1958     MONUMENTED       CGS
 GV1689  HISTORY     - 1966     GOOD             CGS
 GV1689  HISTORY     - 1979     GOOD             NGS
 GV1689  HISTORY     - 1990     GOOD             USPSQD
 GV1689  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 GV1689  HISTORY     - 20001216 GOOD             USPSQD
 GV1689  HISTORY     - 20010331 GOOD             NGS
 GV1689  HISTORY     - 20050303 GOOD             USPSQD
 GV1689
 GV1689                          STATION DESCRIPTION
 GV1689
 GV1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1689'3.2 MI WNW FROM PROVIDENCE FORGE.
 GV1689'3.2 MILES NORTHWESTERLY ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 GV1689'STATE HIGHWAYS 155 AND 608 IN PROVIDENCE FORGE.  THE MARK IS
 GV1689'ABOUT 70 YARDS SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 631, 55
 GV1689'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S.
 GV1689'HIGHWAY 60, 65 FEET EAST OF A TELEPHONE POLE AND ABOUT 10 FEET
 GV1689'ABOVE THE LEVEL OF THE HIGHWAY.  SET IN A TEN INCH SQUARE CONCRETE
 GV1689'POST LEVEL WITH THE GROUND.
 GV1689
 GV1689                          STATION RECOVERY (1966)
 GV1689
 GV1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1689'RECOVERED IN GOOD CONDITION.
 GV1689
 GV1689                          STATION RECOVERY (1979)
 GV1689
 GV1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1689'RECOVERED IN GOOD CONDITION.
 GV1689
 GV1689                          STATION RECOVERY (1990)
 GV1689
 GV1689'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV1689'RECOVERED IN GOOD CONDITION.
 GV1689
 GV1689                          STATION RECOVERY (1996)
 GV1689
 GV1689'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1689'MARK NOT FOUND.
 GV1689
 GV1689                          STATION RECOVERY (2000)
 GV1689
 GV1689'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1689'RECOVERED IN GOOD CONDITION.
 GV1689
 GV1689                          STATION RECOVERY (2001)
 GV1689
 GV1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1689'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1689
 GV1689                          STATION RECOVERY (2005)
 GV1689
 GV1689'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0845 ***********************************************************************
 FW0845  DESIGNATION -  CHESTER
 FW0845  PID         -  FW0845
 FW0845  STATE/COUNTY-  VA/ACCOMACK
 FW0845  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0845
 FW0845                         *CURRENT SURVEY CONTROL
 FW0845  ___________________________________________________________________
 FW0845* NAD 83(1993)-  37 56 59.42922(N)    075 26 25.85465(W)     ADJUSTED  
 FW0845* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0845  ___________________________________________________________________
 FW0845  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FW0845  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 FW0845
 FW0845  HORZ ORDER  -  THIRD
 FW0845
 FW0845.The horizontal coordinates were established by classical geodetic methods
 FW0845.and adjusted by the National Geodetic Survey in November 1994..
 FW0845
 FW0845.The orthometric height was scaled from a topographic map.
 FW0845
 FW0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0845
 FW0845.The geoid height was determined by GEOID03.
 FW0845
 FW0845;                    North         East     Units Scale Factor Converg.
 FW0845;SPC VA S     - 1,183,755.110 3,768,857.124   MT  0.99999697   +1 51 24.8
 FW0845;SPC VA S     - 3,883,703.22 12,364,992.08   sFT  0.99999697   +1 51 24.8
 FW0845;UTM  18      - 4,200,341.345   461,297.522   MT  0.99961845   -0 16 15.3
 FW0845
 FW0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0845!SPC VA S     -   1.00000545  x   0.99999697  =   1.00000242
 FW0845!UTM  18      -   1.00000545  x   0.99961845  =   0.99962390
 FW0845
 FW0845:                Primary Azimuth Mark                     Grid Az
 FW0845:SPC VA S     -  GREENBACKVILLE GRACE ME CHURCH           032 34 38.1
 FW0845:UTM  18      -  GREENBACKVILLE GRACE ME CHURCH           034 42 18.2
 FW0845
 FW0845|---------------------------------------------------------------------|
 FW0845| PID    Reference Object                     Distance      Geod. Az  |
 FW0845|                                                           dddmmss.s |
 FW0845| HU1613 GREENBACKVILLE GRACE ME CHURCH      APPROX. 8.4 KM 0342602.9 |
 FW0845| FW0812 FAR                                 APPROX. 3.6 KM 0965139.5 |
 FW0845| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 5.8 KM 1084302.6 |
 FW0845| FW0821 LIGHT RED DOLPHIN                   APPROX. 5.0 KM 1190741.6 |
 FW0845| FW0820 LIGHT BLACK DOLPHIN                 APPROX. 5.2 KM 1340306.1 |
 FW0845| FW0772 ASSATEAGUE BEACH CG LOT             APPROX.11.5 KM 1461911.5 |
 FW0845| FW0803 CHIN POINT LIGHT                    APPROX. 6.0 KM 1632346.2 |
 FW0845| FW0815 GUNBOAT POINT LIGHT                 APPROX. 7.5 KM 1700750.9 |
 FW0845| FW0784 WALLOPS BEACH COAST GUARD           APPROX. 8.9 KM 1804353.4 |
 FW0845| DC7911 CHESTER RM 2                         20.598 METERS 18850     |
 FW0845| FW0844 CHESTER RM                            5.842 METERS 27857     |
 FW0845|---------------------------------------------------------------------|
 FW0845
 FW0845                          SUPERSEDED SURVEY CONTROL
 FW0845
 FW0845  NAD 83(1993)-  37 56 59.42803(N)    075 26 25.85800(W) AD(       ) 3
 FW0845  NAD 83(1986)-  37 56 59.42515(N)    075 26 25.88991(W) AD(       ) 3
 FW0845  NAD 27      -  37 56 58.98013(N)    075 26 27.16736(W) AD(       ) 3
 FW0845
 FW0845.Superseded values are not recommended for survey control.
 FW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0845.See file dsdata.txt to determine how the superseded data were derived.
 FW0845
 FW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6129800341(NAD 83)
 FW0845
 FW0845  HISTORY     - Date     Condition        Report By
 FW0845  HISTORY     - 1902     MONUMENTED       CGS
 FW0845  HISTORY     - 1909     GOOD             CGS
 FW0845  HISTORY     - 1933     GOOD             CGS
 FW0845  HISTORY     - 1934     GOOD             CGS
 FW0845  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FW0845  HISTORY     - 1942     SEE DESCRIPTION  CGS
 FW0845  HISTORY     - 1958     POOR             CGS
 FW0845  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FW0845  HISTORY     - 1961     GOOD             CGS
 FW0845  HISTORY     - 1962     GOOD             CGS
 FW0845
 FW0845                          STATION DESCRIPTION
 FW0845
 FW0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 FW0845'ABOUT 1/2 MILE SW OF THE SOUTHWESTERN SHORE OF CHINCOTEAGUE
 FW0845'BAY, 1/4 MILE E OF SOLID LAND KNOWN LOCALLY AS MOSQUITO
 FW0845'POINT FARM, ON THE HIGHEST PART AND NEAR THE APEX OF A V-SHAPED
 FW0845'MOUND OF DRY LAND SURROUNDED BY MARSH AND KNOWN LOCALLY AS
 FW0845'FOX HILL, 15 FEET ABOVE HIGH WATER.  THE MOUND FALLS OFF
 FW0845'GRADUALLY TO THE LEVEL OF THE MARSH AT THE ENDS OF THE V,
 FW0845'150 YARDS FROM THE STATION.  THE EXTREME APEX IS ABOUT 25
 FW0845'YARDS N OF THE STATION.  THE UNDERGROUND STATION MARK IS
 FW0845'A GLASS BOTTLE BURIED THREE FEET BELOW THE SURFACE OF THE
 FW0845'THE GROUND WITH THE NECK UP AND SURROUNDED WITH CEMENT.
 FW0845'THIS WAS COVERED WITH 3 INCHES OF SAND, ABOVE WHICH WAS
 FW0845'PLACED A SURFACE STATION MARK CONSISTING OF A 3 OR 4-INCH
 FW0845'DRAIN TILE, 26 INCHES LONG, LARGE END DOWN, FILLED AND
 FW0845'SURROUNDED WITH CONCRETE, WITH TOP OF TILE FLUSH WITH
 FW0845'SURFACE OF GROUND.  THE CENTER WAS MARKED BY A 60D WIRE NAIL
 FW0845'SET HEAD DOWN IN THE CONCRETE, AND SURROUNDED BY A
 FW0845'TRIANGLE AND THE LETTERS U.S.C. AND G.S. 1902 CUT IN THE
 FW0845'CONCRETE.
 FW0845'
 FW0845'THE REFERENCE MARK IS CENTER OF STANDARD CEMENT MONUMENT
 FW0845'OF THE MARYLAND SHELL FISH SURVEY.  IT IS 2 FEET LONG AND
 FW0845'8 INCHES SQUARE AT THE TOP AND BOTTOM.  THE TOP SHOWS A
 FW0845'CENTER HOLE SURROUNDED BY A TRIANGLE, WITH THE COUNTER-SUNK
 FW0845'LETTERS M.S.F.C. ARRANGED AROUND THE VERTEX, AND THE LETTERS
 FW0845'U.S.C.S. UNDERNEATH THE BASE OF THE TRIANGLE.  THE CENTER
 FW0845'HOLE IS AT THE CENTER OF THE MONUMENT, AND IF THE MARKING
 FW0845'HAS BEEN BROKEN OFF WITHOUT DISTURBING THE BOTTOM, THE CENTER
 FW0845'OF THE SQUARE SECTION MAY BE USED AS THE LOCATION OF THE
 FW0845'MARK.  THE MONUMENT IS SET VERTICALLY IN THE GROUND, WITH TOP
 FW0845'PROJECTING ABOUT 3 TO 5 INCHES ABOVE THE SURFACE.  IT IS SET
 FW0845'5.82 METERS (19.09 FEET) FROM THE STATION N 80 DEG 53 MIN W.
 FW0845'THE CUPOLA OF A BARN, DISTANT 3/4 MILE, IS
 FW0845'S 75 DEG 52 MIN W.
 FW0845
 FW0845                          STATION RECOVERY (1933)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0845'DESCRIPTION ENTIRELY ADEQUATE.  TRIANGULATION STATION REFERENCE
 FW0845'MARK FOUND IN GOOD CONDITION.  ADDITIONAL REFERENCE MARK,
 FW0845'MARKED BY A STANDARD BRONZE DISK
 FW0845'SET IN CONCRETE IN THE TOP OF A TILE, WAS ESTABLISHED.
 FW0845
 FW0845                          STATION RECOVERY (1934)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0845'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0845'DESCRIPTION ADEQUATE.
 FW0845
 FW0845                          STATION RECOVERY (1934)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0845'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0845'LOCATED ON THE SHORE OF THE MAINLAND ON THE HIGHEST PART
 FW0845'OF AN IRREGULARLY SHAPED HUMMOCK OF DRY LAND WHICH JUTS OUT
 FW0845'INTO THE MARSH JUST N OF WHERE MOSQUITO CREEK FLOWS INTO
 FW0845'COCKLE CREEK.  THE LAND AT PRESENT IS OCCUPIED BY WILLIAM
 FW0845'CHESTER AND IS LOCALLY KNOWN AS SKEETER POINT FARM.  THE
 FW0845'HUMMOCK ON WHICH THE STATION IS LOCATED IS ABOUT 10 FEET
 FW0845'HIGHER THAN THE SURROUNDING MARSH LAND.
 FW0845'
 FW0845'THE STATION IS MARKED BY A BOTTLE AS AN UNDERGROUND MARK,
 FW0845'A DRAIN TILE ABOVE IT, AND A NAIL IN A WOOD PLUG INSIDE THE
 FW0845'PIPE EVEN WITH THE SURFACE.  ALL ARE FIXED IN CONCRETE.
 FW0845'
 FW0845'REFERENCE MARK NO. 1 IS A SQUARE BLOCK OF CONCRETE ON WHICH
 FW0845'IS STAMPED A TRIANGLE WITH THE LETTERS M.S.F.C. ON ONE SIDE
 FW0845'AND U.S.C.S. ON THE OTHER SIDE.
 FW0845'
 FW0845'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 FW0845'IN THE TOP OF A TILE.
 FW0845'
 FW0845'THE STATION WAS NOT OCCUPIED IN 1934.
 FW0845'
 FW0845'THIS STATION IS REACHED FROM LAND BY DRIVING TO HORNTOWN,
 FW0845'VIRGINIA, AND INQUIRING FOR SKEETER POINT FARM.  THE STATION
 FW0845'LIES SE OF THE FARMHOUSE, WHERE THE ROAD ENDS AND NECESSITATES
 FW0845'ABOUT 1/4 MILE HIKE OVER SOFT MARSH.
 FW0845'
 FW0845'THE STATION IS BEST REACHED FROM THE WATER BY SAILING UP
 FW0845'MOSQUITO CREEK TO THE SHARP LEFT BEND JUST N OF WHERE IT
 FW0845'ENTERS COCKLE CREEK.
 FW0845
 FW0845                          STATION RECOVERY (1942)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0845'THE STATION IS LOCATED ABOUT 1/2 MILE SW OF THE SW SHORE OF
 FW0845'CHINCOTEAGUE BAY, 1/4 MILE E OF SOLID LAND KNOWN LOCALLY
 FW0845'AS SKEETER POINT FARM, ON THE HIGHEST PART AND NEAR THE
 FW0845'APEX OF A V-SHAPED MOUND OF DRY LAND SURROUNDED BY MARSH
 FW0845'AND KNOWN LOCALLY AS FOX HILL, AND 15 FEET ABOVE HIGH WATER.
 FW0845'THE EXTREME APEX IS ABOUT 25 YARDS N OF THE STATION, AND N
 FW0845'OF WHERE MOSQUITO CREEK FLOWS INTO COCKLE CREEK.  THE LAND
 FW0845'AT PRESENT IS OCCUPIED BY WILLIAM CHESTER.
 FW0845'
 FW0845'THE STATION IS A 12-INCH SQUARE CONCRETE MONUMENT WITH A
 FW0845'HOLE IN THE CENTER, AND A NAIL IN A WOODEN PLUG INSIDE THE
 FW0845'PIPE, FLUSH WITH THE GROUND, NO MARKING OR LETTER CUT IN.
 FW0845'THE STATION IS IN GOOD CONDITION.
 FW0845'
 FW0845'REFERENCE MARK NO. 1 IS LOCATED 5.85 METERS W OF THE STATION,
 FW0845'34.6 METERS E OF THE W EDGE OF A ROW OF TREES, AND 18.37
 FW0845'METERS SW OF A SAND PILE.  THE STATION MARK IS A HOLE IN
 FW0845'THE CENTER OF THE TOP OF A MARYLAND SHELL FISH SURVEY STANDARD
 FW0845'MONUMENT, WHICH IS ON AN 8-INCH SQUARE CONCRETE POST, WHICH
 FW0845'IS FLUSH WITH THE GROUND.  THE LETTERS M.S.F.C. AND U.S.C.S.
 FW0845'ARE COUNTERSUNK IN THE TOP OF THE POST.  THE MARK IS IN GOOD
 FW0845'CONDITION.
 FW0845'
 FW0845'REFERENCE MARK NO. 2 IS LOCATED 20.595 METERS S OF THE STATION,
 FW0845'AND 66.75 METERS N OF A SMALL POOL OF WATER.  THE MARK IS
 FW0845'A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD
 FW0845'THE STATION, STAMPED NO. 2 1933, SET IN THE TOP OF A TILE
 FW0845'PIPE FILLED IN WITH CONCRETE 7 INCHES IN DIAMETER, WHICH
 FW0845'EXTENDS 2 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 FW0845'CONDITION.
 FW0845'
 FW0845'THIS STATION IS REACHED FROM LAND BY DRIVING TO HORNTOWN,
 FW0845'VIRGINIA, AND INQUIRING FOR SKEETER POINT FARM.  THE STATION
 FW0845'LIES SE OF THE FARMHOUSE, WHERE THE ROAD ENDS AND ABOUT 1/4
 FW0845'MILE HIKE OVER SOFT MARSH.
 FW0845
 FW0845                          STATION RECOVERY (1958)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0845'STATION WAS RECOVERED AS DESCRIBED.  THE NAIL THAT IS IN THE
 FW0845'WOOD PLUG INSIDE THE PIPE OF THE STATION MARK IS NOW LOOSE
 FW0845'CAUSED BY ROTTING OF THE WOODEN PLUG.  R.M. NO. 1 NOW IS
 FW0845'FLUSH WITH THE GROUND AND R.M. NO. 2 PROJECTS ABOUT 2 INCHES
 FW0845'ABOVE THE GROUND.
 FW0845'
 FW0845'A NEW TO REACH IS TO FOLLOW.
 FW0845'
 FW0845'TO REACH FROM THE JUNCTION OF COUNTY ROADS 679 AND 709 IN
 FW0845'HORNTOWN, VA. GO SE ON COUNTY ROUTE 709 FOR 0.5 MILE TO JOG
 FW0845'IN ROAD.  CONTINUE 0.4 MILE TO A SAND ROAD RIGHT AT A TELEPHONE
 FW0845'POLE NO. 14.  TURN RIGHT ON SAND ROAD AND GO S FOR 1.4 MILES
 FW0845'TO A T ROAD.  TURN LEFT AND GO E FOR 0.45 MILE TO EDGE OF
 FW0845'FIELD.  TURN RIGHT ALONG THE EDGE OF THE FIELD AND GO ABOUT
 FW0845'200 YARDS TO ETT.  FROM HERE CONTINUE ON FOOT S ON TRAIL
 FW0845'IN WOODS FOR ABOUT 150 YARDS TO WHERE THE WOODS END AND THE
 FW0845'MARSH BEGINS.  FROM HERE THE STATION IS TO THE SSE ABOUT
 FW0845'350 YARDS ACROSS THE MARSH ON A TREE-BRUSH COVERED AREA THAT
 FW0845'PROJECTS SLIGHTLY ABOVE THE MARSH, KNOWN LOCALLY AS FOX
 FW0845'HILL.  WOULD HAVE TO CLEAR TO USE THE STATION BECAUSE IT IS
 FW0845'IN THE TREE-BRUSH AREA.  THE PROPERTY NOW IS OWNED BY THE
 FW0845'DUNCAN BROTHERS OF POCOMOKE CITY, MARYLAND.
 FW0845
 FW0845                          STATION RECOVERY (1959)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0845'THE STATION WAS RECOVERED AS DESCRIBED AND BOTH REFERENCE
 FW0845'MARKS WERE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 FW0845'BOTH REFERENCE MARKS CHECKED.
 FW0845'
 FW0845'STATION MARK, WHICH CONSISTED OF A NAIL IN A WOODEN PLUG
 FW0845'IN THE TOP OF A 6-INCH TERRACOTTA PIPE, WAS IN RATHER POOR
 FW0845'CONDITION DUE TO THE FACT THAT THE WOOD WAS ROTTING AWAY.
 FW0845'HOWEVER, THE ORIGINAL POSITION HAD NOT BEEN DISTURBED.  THE
 FW0845'WOODEN PLUG WAS REMOVED AND A STANDARD STATION MARK DISK WAS
 FW0845'CEMENTED IN THE TOP OF THE PIPE BY THIS PARTY.
 FW0845'
 FW0845'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FW0845'
 FW0845'THE STATION IS APPROXIMATELY 3 MILES NORTHWEST OF CHINCOTEAGUE,
 FW0845'3 MILES SOUTHEAST OF HORNTOWN AND ON THE HIGHEST POINT OF
 FW0845'THE HILL LOCALLY KNOWN AS FOX HILL.
 FW0845'
 FW0845'TO REACH FROM THE JUNCTION OF COUNTY ROUTES 679 AND 790 IN
 FW0845'HORNTOWN, VIRGINIA, GO SOUTHEAST ON ROUTE 709 FOR 0.9 MILE
 FW0845'TO A FIELD ROAD RIGHT AT TELEPHONE POLE NO. 14.  TURN RIGHT
 FW0845'AND GO SOUTH ON FIELD ROAD FOR 0.8 MILE TO A FIELD T-ROAD.
 FW0845'TURN LEFT AND GO EAST FOR 0.45 MILE TO EDGE OF FIELD.  TURN
 FW0845'RIGHT AND GO SOUTH ALONG EDGE OF FIELD FOR ABOUT 200 YARDS
 FW0845'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH ON WOODS
 FW0845'TRAIL FOR ABOUT 150 YARDS TO WHERE THE WOODS END AND THE MARSH
 FW0845'BEGINS.  CONTINUE SOUTHEAST ACROSS MARSH FOR ABOUT 200 YARDS
 FW0845'TO THE EDGE OF WOODS, THEN EAST FOR ABOUT 150 YARDS TO THE
 FW0845'HIGHEST POINT OF HILL AND THE STATION.
 FW0845'
 FW0845'THE STATION IS BEST REACHED BY BOAT FROM CHINCOTEAGUE.
 FW0845'
 FW0845'STATION MARK, A STANDARD DISK STAMPED CHESTER 1902 1959, IS
 FW0845'SET IN CONCRETE AT THE CENTER OF A 6-INCH TERRACOTTA PIPE
 FW0845'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 1 INCH.
 FW0845'IT IS 22 FEET SOUTH OF AN 8-INCH PINE TREE WITH A TRIANGLE
 FW0845'BLAZE AND 14 FEET NORTHWEST OF A 10-INCH CEDAR TREE WITH A
 FW0845'TRIANGLE BLAZE.  A STANDARD WITNESS POST WAS SET 3.5 FEET
 FW0845'EAST-NORTHEAST OF THE MARK.
 FW0845'
 FW0845'REFERENCE MARK NO. 1, A HOLE IN THE CENTER OF A STANDARD
 FW0845'MARYLAND SHELL FISH SURVEY MONUMENT WITH THE LETTERS M.S.F.C.
 FW0845'AND U.S.C.S. COUNTERSUNK IN THE CONCRETE AROUND IT, IS AN
 FW0845'8-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 FW0845'OF THE GROUND.  IT IS 23 FEET SOUTHWEST OF AN 8-INCH PINE
 FW0845'TREE WITH A TRIANGLE BLAZE AND 4 FEET SOUTH-SOUTHWEST OF
 FW0845'A 4-INCH CEDAR TREE.
 FW0845'
 FW0845'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NO 2 1933,
 FW0845'IS SET IN CONCRETE AT THE CENTER OF A 6-INCH TERRACOTTA PIPE
 FW0845'WHICH PROJECTS 1 INCH.  IT IS 66 FEET SOUTHWEST OF A 10-INCH
 FW0845'CEDAR TREE WITH A TRIANGLE BLAZE.
 FW0845
 FW0845                          STATION RECOVERY (1961)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0845'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0845'THE 1959 RECOVERY NOTE BY W.E.R. IS COMPLETE.
 FW0845
 FW0845                          STATION RECOVERY (1962)
 FW0845
 FW0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0845'THE STATION AND REFERENCE MARK NO. 2, AND CHESTER MSFC WERE
 FW0845'RECOVERED AS DESCRIBED IN THE 1934 RECOVERY NOTE WITH THE
 FW0845'FOLLOWING EXCEPTIONS--THE STATION, NOW A STANDARD STATION
 FW0845'MARK DISK IN CONCRETE, IS STAMPED CHESTER 1902 1959.
 FW0845'
 FW0845'THE SKEETER POINT FARMHOUSE MENTIONED IN THE TO REACH IS
 FW0845'NO LONGER THERE, AND NO EVIDENCE THAT IT EVER EXISTED COULD
 FW0845'BE FOUND.
 FW0845'
 FW0845'THE STATION CAN BE REACHED BY BOAT MUCH EASIER THAN BY LAND.
 FW0845'
 FW0845'A TO REACH BY LAND IS FURNISHED BELOW--
 FW0845'
 FW0845'TO REACH FROM THE POST OFFICE IN HORNTOWN, VIRGINIA, GO SSW
 FW0845'ON COUNTY HIGHWAYS 679 AND 709 FOR 0.05 MILE TO A SIDE ROAD
 FW0845'LEFT.  TURN LEFT AND GO EASTERLY ON HIGHWAY 709 FOR 0.5 MILE
 FW0845'TO A SAND ROAD RIGHT (JUST AFTER PASSING BETWEEN TWO TWO-STORIED
 FW0845'HOUSES ON OPPOSITE SIDES OF THE ROAD).  TURN RIGHT AND GO
 FW0845'SOUTHERLY ON THE SAND ROAD, KEEPING ALWAYS ON THE MAIN ROAD
 FW0845'ALONG EDGE OF WOODS, FOR 0.4 MILE TO A FORK AND THE SE CORNER
 FW0845'OF THE FIELD.  BEAR LEFT ON THE MAIN ROAD, THROUGH THE WOODS,
 FW0845'FOR 0.4 MILE TO A FORK AT THE CORNER OF A PLANTATION OF YOUNG
 FW0845'PINES.  KEEP LEFT AND GO EASTERLY ALONG THE NORTH EDGE OF
 FW0845'THE PINES FOR 0.8 MILE TO THE EAST EDGE OF THE PINE FIELD.
 FW0845'
 FW0845'BEAR RIGHT ON A SANDY TRACK ROAD FOR 0.05 MILE TO A 28-INCH
 FW0845'PINE TREE (WITH A TRIANGULAR BLAZE) ABOUT 30 FEET TO THE
 FW0845'LEFT OF THE TRUCK TRAIL, AND END OF TRUCK TRAVEL.  FROM THIS
 FW0845'POINT PICK UP A FOOT PATH (BLAZED) FOR ABOUT 150 YARDS TO WHERE
 FW0845'IT ENDS AT THE EDGE OF THE MARSH.  THE STATION IS ABOUT 0.15
 FW0845'MILE ESE OF THIS POINT AND CAN BE EASILY IDENTIFIED DUE TO
 FW0845'THE FACT THAT IT IS TIMBERED.  FROM HERE THE GOING IS VERY
 FW0845'ROUGH, STRICTLY HIP BOOT TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5511 ***********************************************************************
 GV5511  DESIGNATION -  CHESTER 2
 GV5511  PID         -  GV5511
 GV5511  STATE/COUNTY-  VA/CHESTERFIELD
 GV5511  USGS QUAD   -  CHESTER (1994)
 GV5511
 GV5511                         *CURRENT SURVEY CONTROL
 GV5511  ___________________________________________________________________
 GV5511* NAD 83(1993)-  37 21 26.65546(N)    077 25 09.22771(W)     ADJUSTED  
 GV5511* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 GV5511  ___________________________________________________________________
 GV5511  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GV5511  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV5511
 GV5511  HORZ ORDER  -  SECOND
 GV5511
 GV5511.The horizontal coordinates were established by classical geodetic methods
 GV5511.and adjusted by the National Geodetic Survey in September 1995..
 GV5511
 GV5511.The orthometric height was scaled from a topographic map.
 GV5511
 GV5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5511
 GV5511.The geoid height was determined by GEOID03.
 GV5511
 GV5511;                    North         East     Units Scale Factor Converg.
 GV5511;SPC VA S     - 1,114,194.054 3,595,741.694   MT  0.99994542   +0 39 21.4
 GV5511;SPC VA S     - 3,655,484.99 11,797,029.21   sFT  0.99994542   +0 39 21.4
 GV5511;UTM  18      - 4,137,267.240   285,741.175   MT  1.00016552   -1 28 06.6
 GV5511
 GV5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5511!SPC VA S     -   0.99999650  x   0.99994542  =   0.99994192
 GV5511!UTM  18      -   0.99999650  x   1.00016552  =   1.00016202
 GV5511
 GV5511|---------------------------------------------------------------------|
 GV5511| PID    Reference Object                     Distance      Geod. Az  |
 GV5511|                                                           dddmmss.s |
 GV5511| GV2016 CHESTER RM 4                         19.278 METERS 12303     |
 GV5511| GV5509 CHESTER 3                            15.011 METERS 16937     |
 GV5511| GV2014 CHESTER RM 5                         27.761 METERS 24230     |
 GV5511| GV2015 CHESTER RESET                         5.352 METERS 30305     |
 GV5511| GV2005 KINGSLAND                           APPROX. 5.2 KM 3532420.5 |
 GV5511|---------------------------------------------------------------------|
 GV5511
 GV5511                          SUPERSEDED SURVEY CONTROL
 GV5511
 GV5511  NAD 83(1993)-  37 21 26.65579(N)    077 25 09.22718(W) AD(       ) 2
 GV5511  NAD 83(1986)-  37 21 26.66189(N)    077 25 09.24482(W) AD(       ) 2
 GV5511  NAD 27      -  37 21 26.12800(N)    077 25 10.30300(W) AD(       ) 2
 GV5511
 GV5511.Superseded values are not recommended for survey control.
 GV5511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5511.See file dsdata.txt to determine how the superseded data were derived.
 GV5511
 GV5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8574137267(NAD 83)
 GV5511_MARKER: DS = TRIANGULATION STATION DISK
 GV5511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5511
 GV5511  HISTORY     - Date     Condition        Report By
 GV5511  HISTORY     - 1961     MONUMENTED       CGS
 GV5511  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GV5511  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV5511  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV5511  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5511
 GV5511                          STATION DESCRIPTION
 GV5511
 GV5511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5511'STATION IS LOCATED ABOUT 9 MILES NORTH OF PETERSBURG AND
 GV5511'ABOUT 1 MILE EAST OF THE CENTER OF CHESTER ON THE NORTH
 GV5511'SIDE OF A WOODED HILL OWNED BY THE SUNSET MEMORIAL PARK,
 GV5511'AND NEAR THE NORTH LINE OF MR. C.F. COX.  IT IS 96.7 FEET
 GV5511'SOUTH OF THE SOUTHEAST CORNER OF MR. COXS PORCH, 93.0 FEET
 GV5511'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 18 FEET EAST OF A
 GV5511'14 INCH HICKORY TREE WITH AN OLD TRIANGULAR BLAZE ON THE
 GV5511'EAST SIDE AND 2 FEET NORTH OF A CGS WITNESS SIGN.  THE MARK
 GV5511'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED CHESTER 2 1961.
 GV5511'
 GV5511'REFERENCE MARK NO. 4 IS SOUTHEAST OF THE STATION AND ABOUT
 GV5511'2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT
 GV5511'4 INCHES AND THE DISK IS STAMPED CHESTER NO 4 1932 1958.
 GV5511'
 GV5511'REFERENCE MARK NO. 5 IS SOUTHWEST OF THE STATION AND ABOUT
 GV5511'2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT
 GV5511'4 INCHES AND THE DISK IS STAMPED CHESTER NO 5 1932 1958.
 GV5511'
 GV5511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 GV5511'AND 301 AND STATE HIGHWAY 10 IN CHESTER.  GO WEST ON HIGHWAY
 GV5511'10 FOR 0.2 MILE TO SECONDARY STATE HIGHWAY 804 RIGHT, TURN
 GV5511'RIGHT AND GO 0.2 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO
 GV5511'0.1 MILE TO WHERE ROAD CURVES TO THE RIGHT AND A DRIVEWAY
 GV5511'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON DRIVEWAY, UP
 GV5511'HILL TO MR. COXS HOUSE AND STATION AS DESCRIBED.
 GV5511
 GV5511                          STATION RECOVERY (1963)
 GV5511
 GV5511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV5511'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV5511'REFERENCE MARKS NO. 1,2,3,4, AND 5 WERE ALSO RECOVERED IN
 GV5511'GOOD CONDITION.  REFERENCE MARKS NO. 1,2 AND 3 WERE NOT VISIBLE
 GV5511'FROM THE GROUND AT STATION.  THE PROPERTY OWNER REQUESTED
 GV5511'THAT THE STATION AND REFERENCE MARK NUMBER 5 BE REMOVED
 GV5511'BECAUSE OF GRADING OPERATIONS SO STATION CHESTER 3 WAS
 GV5511'ESTABLISHED AND CHESTER 2 1961 AND REFERENCE MARK NO. 5 WERE
 GV5511'DESTROYED.
 GV5511
 GV5511                          STATION RECOVERY (1995)
 GV5511
 GV5511'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5511'MARK NOT FOUND.
 GV5511
 GV5511                          STATION RECOVERY (1999)
 GV5511
 GV5511'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5511'MARK NOT FOUND.
 GV5511
 GV5511                          STATION RECOVERY (2004)
 GV5511
 GV5511'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5509 ***********************************************************************
 GV5509  DESIGNATION -  CHESTER 3
 GV5509  PID         -  GV5509
 GV5509  STATE/COUNTY-  VA/CHESTERFIELD
 GV5509  USGS QUAD   -  CHESTER (1994)
 GV5509
 GV5509                         *CURRENT SURVEY CONTROL
 GV5509  ___________________________________________________________________
 GV5509* NAD 83(1993)-  37 21 26.17653(N)    077 25 09.11772(W)     ADJUSTED  
 GV5509* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 GV5509  ___________________________________________________________________
 GV5509  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GV5509  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV5509
 GV5509  HORZ ORDER  -  THIRD
 GV5509
 GV5509.The horizontal coordinates were established by classical geodetic methods
 GV5509.and adjusted by the National Geodetic Survey in September 1995..
 GV5509.No horizontal observational check was made to the station.
 GV5509
 GV5509.The orthometric height was scaled from a topographic map.
 GV5509
 GV5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5509
 GV5509.The geoid height was determined by GEOID03.
 GV5509
 GV5509;                    North         East     Units Scale Factor Converg.
 GV5509;SPC VA S     - 1,114,179.322 3,595,744.569   MT  0.99994542   +0 39 21.5
 GV5509;SPC VA S     - 3,655,436.66 11,797,038.64   sFT  0.99994542   +0 39 21.5
 GV5509;UTM  18      - 4,137,252.408   285,743.503   MT  1.00016551   -1 28 06.6
 GV5509
 GV5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5509!SPC VA S     -   0.99999650  x   0.99994542  =   0.99994192
 GV5509!UTM  18      -   0.99999650  x   1.00016551  =   1.00016201
 GV5509
 GV5509|---------------------------------------------------------------------|
 GV5509| PID    Reference Object                     Distance      Geod. Az  |
 GV5509|                                                           dddmmss.s |
 GV5509| GV2016 CHESTER RM 4                         14.094 METERS 07226     |
 GV5509| AC6309 CHESTER RM 2                         87.703 METERS 16008     |
 GV5509| GV2014 CHESTER RM 5                         27.384 METERS 27406     |
 GV5509| GV5511 CHESTER 2                            15.011 METERS 34937     |
 GV5509|---------------------------------------------------------------------|
 GV5509
 GV5509                          SUPERSEDED SURVEY CONTROL
 GV5509
 GV5509  NAD 83(1993)-  37 21 26.17685(N)    077 25 09.11719(W) AD(       ) 3
 GV5509  NAD 83(1986)-  37 21 26.18296(N)    077 25 09.13483(W) AD(       ) 3
 GV5509  NAD 27      -  37 21 25.64900(N)    077 25 10.19300(W) AD(       ) 3
 GV5509
 GV5509.Superseded values are not recommended for survey control.
 GV5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5509.See file dsdata.txt to determine how the superseded data were derived.
 GV5509
 GV5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8574437252(NAD 83)
 GV5509_MARKER: DS = TRIANGULATION STATION DISK
 GV5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5509+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 GV5509
 GV5509  HISTORY     - Date     Condition        Report By
 GV5509  HISTORY     - 1963     MONUMENTED       CGS
 GV5509  HISTORY     - 1973     GOOD             LOCENG
 GV5509  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV5509  HISTORY     - 19991027 GOOD             USPSQD
 GV5509  HISTORY     - 20041113 GOOD             USPSQD
 GV5509
 GV5509                          STATION DESCRIPTION
 GV5509
 GV5509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV5509'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF PETERSBURG AND ABOUT
 GV5509'1-1/2 MILES EAST OF CHESTER IN A GROVE OF SMALL PINE TREES
 GV5509'ON PROPERTY OF THE SUNSET MEMORIAL PARK.  STATION IS 44
 GV5509'FEET SOUTH OF THE NORTH PROPERTY LINE, 6 FEET SOUTHEAST OF
 GV5509'AN 8 INCH PINE TREE AND 2 FEET NORTH OF A STEEL WITNESS POST.
 GV5509'THE MARK IS ABOUT 1 FOOT IN DIAMETER, FLUSH WITH THE GROUND
 GV5509'AND THE DISK IS STAMPED CHESTER 3 1963.
 GV5509'
 GV5509'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 GV5509'HIGHWAY 10, ABOUT 8-1/2 MILES NORTH OF THE BRIDGE OVER THE
 GV5509'APPOMATTOX RIVER IN PETERSBURG, GO WEST ON STATE HIGHWAY
 GV5509'10 FOR 0.4 MILE TO THE BRICK OFFICE BUILDING OF SUNSET MEMORIAL
 GV5509'PARK ON THE RIGHT AND STATION ON RIGHT ABOUT 400 FEET NORTH
 GV5509'OF HIGHWAY AS DESCRIBED.
 GV5509'
 GV5509'REFERENCE MARK NO. 2 IS 2.5 FEET EAST OF THE NORTHEAST CORNER
 GV5509'OF BRICK GARAGE WHICH IS IN THE REAR OF THE BRICK OFFICE BUILDING.
 GV5509'THE MARK IS A STANDARD DISK SET FLUSH IN A 12 INCH SQUARE
 GV5509'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND THE DISK
 GV5509'IS STAMPED CHESTER NO 2 1932.
 GV5509'
 GV5509'REFERENCE MARK NO. 4 IS 35 FEET SOUTH OF THE NORTH PROPERTY
 GV5509'LINE.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12 INCH
 GV5509'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND THE
 GV5509'DISK IS STAMPED CHESTER NO 4 1932 1958.
 GV5509'
 GV5509'CHESTER 2 1961 AND REFERENCE MARK NO. 5 WERE DESTROYED AFTER
 GV5509'CHESTER 3 WAS ESTABLISHED.  REFERENCE MARKS NO. 1 AND 3 WERE
 GV5509'RECOVERED BUT ARE NOT VISIBLE FROM THE GROUND AT STATION
 GV5509'BECAUSE OF THE HEAVY GROWTH OF PINE TREES.
 GV5509
 GV5509                          STATION RECOVERY (1973)
 GV5509
 GV5509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (HJW)
 GV5509'CHESTER 3 1963 RECOVERED IN GOOD CONDITION.
 GV5509'CHESTER NO. 2 1932 RECOVERED IN GOOD CONDITION.  RM NO. 2
 GV5509'CHESTER NO. 4 1932, 1958 RECOVERED IN GOOD CONDITION.  RM NO. 4.
 GV5509'
 GV5509'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST TO
 GV5509'CHESTER, VA.
 GV5509
 GV5509                          STATION RECOVERY (1995)
 GV5509
 GV5509'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5509'MARK NOT FOUND.
 GV5509
 GV5509                          STATION RECOVERY (1999)
 GV5509
 GV5509'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5509'RECOVERED IN GOOD CONDITION.
 GV5509
 GV5509                          STATION RECOVERY (2004)
 GV5509
 GV5509'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2015 ***********************************************************************
 GV2015  DESIGNATION -  CHESTER RESET
 GV2015  PID         -  GV2015
 GV2015  STATE/COUNTY-  VA/CHESTERFIELD
 GV2015  USGS QUAD   -  CHESTER (1994)
 GV2015
 GV2015                         *CURRENT SURVEY CONTROL
 GV2015  ___________________________________________________________________
 GV2015* NAD 83(1993)-  37 21 26.75022(N)    077 25 09.40994(W)     ADJUSTED  
 GV2015* NAVD 88     -        58.141  (meters)     190.75   (feet)  ADJUSTED  
 GV2015  ___________________________________________________________________
 GV2015  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GV2015  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV2015  DYNAMIC HT  -          58.100 (meters)     190.62  (feet)  COMP
 GV2015  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 GV2015
 GV2015  HORZ ORDER  -  FIRST
 GV2015  VERT ORDER  -  SECOND    CLASS 0
 GV2015
 GV2015.The horizontal coordinates were established by classical geodetic methods
 GV2015.and adjusted by the National Geodetic Survey in September 1995..
 GV2015
 GV2015.The orthometric height was determined by differential leveling
 GV2015.and adjusted by the National Geodetic Survey in June 1991..
 GV2015
 GV2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2015
 GV2015.The geoid height was determined by GEOID03.
 GV2015
 GV2015.The dynamic height is computed by dividing the NAVD 88
 GV2015.geopotential number by the normal gravity value computed on the
 GV2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2015.degrees latitude (g = 980.6199 gals.).
 GV2015
 GV2015.The modeled gravity was interpolated from observed gravity values.
 GV2015
 GV2015;                    North         East     Units Scale Factor Converg.
 GV2015;SPC VA S     - 1,114,196.924 3,595,737.176   MT  0.99994542   +0 39 21.3
 GV2015;SPC VA S     - 3,655,494.41 11,797,014.38   sFT  0.99994542   +0 39 21.3
 GV2015;UTM  18      - 4,137,270.276   285,736.766   MT  1.00016554   -1 28 06.8
 GV2015
 GV2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2015!SPC VA S     -   0.99999611  x   0.99994542  =   0.99994153
 GV2015!UTM  18      -   0.99999611  x   1.00016554  =   1.00016165
 GV2015
 GV2015:                Primary Azimuth Mark                     Grid Az
 GV2015:SPC VA S     -  BELLWOOD REYNOLDS METALS TANK            002 46 32.3
 GV2015:UTM  18      -  BELLWOOD REYNOLDS METALS TANK            004 54 00.4
 GV2015
 GV2015|---------------------------------------------------------------------|
 GV2015| PID    Reference Object                     Distance      Geod. Az  |
 GV2015|                                                           dddmmss.s |
 GV2015| GV5514 BELLWOOD REYNOLDS METALS TANK       APPROX. 3.3 KM 0032553.6 |
 GV2015| GV2016 CHESTER RM 4                         24.628 METERS 12304     |
 GV2015| GV5511 CHESTER 2                             5.352 METERS 12305     |
 GV2015| GV2012 CHESTER RM 1 AZIMUTH                               1231935.4 |
 GV2015| GV5461 CAMP LEE ALUMINUM TANK              APPROX. 9.1 KM 1344113.6 |
 GV2015| AC6309 CHESTER RM 2                        106.778 METERS 15943     |
 GV2015| GV5510 SUNSET MEMORIAL PARK AWY BCN        APPROX. 0.6 KM 2045825.1 |
 GV2015| GV2013 CHESTER RM 3                        136.642 METERS 21235     |
 GV2015| GV2014 CHESTER RM 5                         25.524 METERS 23159     |
 GV2015| GV5512 AIRWAY BCN 46 RED AND WHITE LT      APPROX.13.1 KM 3470058.5 |
 GV2015| GV5520 DUPONT RAYON CO STK NR TKS          APPROX.10.5 KM 3531648.1 |
 GV2015| GV2005 KINGSLAND                           APPROX. 5.2 KM 3532702.5 |
 GV2015|---------------------------------------------------------------------|
 GV2015
 GV2015                          SUPERSEDED SURVEY CONTROL
 GV2015
 GV2015  NAD 83(1993)-  37 21 26.75054(N)    077 25 09.40941(W) AD(       ) 1
 GV2015  NAD 83(1986)-  37 21 26.75665(N)    077 25 09.42704(W) AD(       ) 1
 GV2015  NAD 27      -  37 21 26.22300(N)    077 25 10.48500(W) AD(       ) 1
 GV2015  NGVD 29 (??/??/??)   58.467  (m)          191.82   (f) ADJUSTED    2 0
 GV2015
 GV2015.Superseded values are not recommended for survey control.
 GV2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2015.See file dsdata.txt to determine how the superseded data were derived.
 GV2015
 GV2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8573737270(NAD 83)
 GV2015_MARKER: DS = TRIANGULATION STATION DISK
 GV2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2015_STAMPING: CHESTER 1932 1958
 GV2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2015+STABILITY: SURFACE MOTION
 GV2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2015+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 GV2015
 GV2015  HISTORY     - Date     Condition        Report By
 GV2015  HISTORY     - 1932     MONUMENTED       CGS
 GV2015  HISTORY     - 1932     SEE DESCRIPTION  CGS
 GV2015  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV2015  HISTORY     - 1952     MARK NOT FOUND   AMS
 GV2015  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GV2015  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GV2015  HISTORY     - 1958     GOOD             CGS
 GV2015  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GV2015  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 GV2015  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2015  HISTORY     - 19950121 GOOD             USPSQD
 GV2015  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2015  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV2015  HISTORY     - 20030502 MARK NOT FOUND   USPSQD
 GV2015  HISTORY     - 20041113 GOOD             USPSQD
 GV2015
 GV2015                          STATION DESCRIPTION
 GV2015
 GV2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV2015'STATION IS ON THE PROPERTY OF SUNSET MEMORIAL PARK, ABOUT
 GV2015'9-1/2 MILES NORTH OF THE CENTER OF PETERSBURG, AND 1-1/2
 GV2015'MILES EAST OF CHESTER.
 GV2015'
 GV2015'TO REACH FROM EITHER PETERSBURG OR RICHMOND GO TO THE JUNCTION
 GV2015'OF ROUTE 1 AND 407, 8.3 MILES NORTH ALONG ROUTE 1 FROM CENTER
 GV2015'OF BRIDGE OVER APPOMATTOX AT PETERSBURG, AND 12.4 MILES
 GV2015'SOUTH ALONG ROUTE 1 FROM THE CENTER OF THE JAMES RIVER BRIDGE
 GV2015'AT RICHMOND.  FROM THE JUNCTION GO WEST ON ROUTE 407 ABOUT
 GV2015'0.4 MILE.  STATION IS ABOUT 400 FEET NORTH OF THE HIGHWAY,
 GV2015'DIRECTLY BEHIND SMALL WHITE HOUSE WHICH IS NEXT TO AND WEST OF
 GV2015'BRICK OFFICE BUILDING OF THE PARK.
 GV2015'
 GV2015'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV2015'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV2015'
 GV2015'REFERENCE MARK NO. 1 IS ABOUT 1/4 MILE NORTH-NORTHWEST OF THE
 GV2015'STATION, 45 FEET NORTH OF MACADAM ROAD LEADING TO STATION,
 GV2015'0.10 MILE NORTHWEST OF THE INTERSECTION OF ROUTES 1 AND 407,
 GV2015'1 FOOT NORTH OF TELEPHONE POLE.  REFERENCE MARK NO. 2 IS
 GV2015'350.32 FEET SOUTHWEST OF THE STATION, 2.5 FEET EAST OF THE
 GV2015'NORTHEAST CORNER OF BRICK GARAGE WHICH IS IN THE REAR OF THE
 GV2015'BRICK OFFICE BUILDING OF THE SUNSET MEMORIAL PARK.  REFERENCE
 GV2015'MARK NO. 3 IS 448.30 FEET WEST OF THE STATION, 44 FEET EAST
 GV2015'OF THE CENTER LINE OF THE ROAD, 29.6 FEET EAST OF THE EAST
 GV2015'SIDE OF CULVERT WHICH HAS A GALVANIZED IRON PIPE CORE, 83
 GV2015'FEET EAST OF THE SOUTHEAST CORNER OF 4TH POST EAST OF THE
 GV2015'NORTHEAST CORNER OF THE PARK.
 GV2015'
 GV2015'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV2015
 GV2015                          STATION RECOVERY (1932)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV2015'LETTER OF MR. CHARLES J. CALROW, VIRGINIA STATE PLANNING
 GV2015'BOARD, RICHMOND VA., SEPTEMBER 29, 1937--
 GV2015'
 GV2015'STATION CHESTER IN CHESTERFIELD COUNTY HAS BEEN DEFACED.
 GV2015'SOME PERSON HAS CHISELED OUT THE BRONZE PLATE WHICH FORMERLY
 GV2015'WAS ON TOP OF THE CONCRETE BLOCK.
 GV2015
 GV2015                          STATION RECOVERY (1943)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV2015'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, EXCEPT
 GV2015'FOR THE FOLLOWING DISKREPANCIES--
 GV2015'
 GV2015'ROUTE 407 IS NOW ROUTE 10.
 GV2015'
 GV2015'DISTANCE TO REFERENCE MARK 3 WAS CHAINED BY U.S.G.S. IN 1937
 GV2015'AND CHECKED BY H.O.F. IN 1943.  458.08 FEET, NOT 448.30 FEET.
 GV2015'
 GV2015'STATION MARK HAS BEEN TAMPERED WITH BUT SHANK IS APPARENTLY
 GV2015'IN ORIGINAL POSITION, ACCORDING TO ANGLE TURNED BY U.S.G.S.
 GV2015'IN 1937.
 GV2015'
 GV2015'LAST PARAGRAPH OF DESCRIPTION SHOULD READ--R.M. 1 IS ABOUT
 GV2015'1/4 MILE SSE OF STATION, 45 FEET N OF MACADAM ROAD LEADING
 GV2015'TO STATION, 0.10 MILE NW OF THE INTERSECTION OF ROUTES 1 AND
 GV2015'10, AND 1 FOOT N OF TELEPHONE POLE.  R.M. 2 IS 350.32 FEET
 GV2015'SE OF THE STATION, 2.5 FEET N OF THE NW CORNER OF BRICK
 GV2015'GARAGE, WHICH IS IN THE REAR OF THE BRICK OFFICE BUILDING OF THE
 GV2015'SUNSET MEMORIAL PARK REFERENCE MARK 3 IS 458.08 FEET SW OF THE
 GV2015'STATION, 44 FEET N OF THE CENTER LINE OF THE ROAD, 29.6 FEET
 GV2015'N OF THE N SIDE OF CULVERT WHICH HAS A GALVANIZED-IRON PIPE
 GV2015'CORE, 83 FEET N OF THE NE CORNER OF 4TH POST E OF THE NW
 GV2015'CORNER OF THE PARK.
 GV2015'
 GV2015'THE SMALL WHITE HOUSE MENTIONED IN THE LAST SENTENCE OF THE
 GV2015'SECOND PARAGRAPH IS NOW GONE.
 GV2015'
 GV2015'STATION USED AS U.S.G.S. TRAVERSE STATION 256.
 GV2015
 GV2015                          STATION RECOVERY (1952)
 GV2015
 GV2015'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV2015'SEARCHED FOR THIS STATION ABOUT TWENTY MINUTES BUT COULD NOT
 GV2015'LOCATE.  IT IS PROBABLY IN GOOD CONDITION AND STILL IN PLACE,
 GV2015'BUT BECAUSE OF UNDERBRUSH AND SMALL PINE TREE IN AREA, MARK
 GV2015'WAS NOT FOUND.
 GV2015
 GV2015                          STATION RECOVERY (1953)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RWW)
 GV2015'R.W. WEISER, CERTIFIED LAND SURVEYOR, 510 LIBBIE AVENUE,
 GV2015'RICHMOND 26, VIRGINIA, REPORTS--
 GV2015'
 GV2015'DESCRIPTION ADEQUATE.  BRONZE DISK IN TOP OF STATION HAS
 GV2015'BEEN DESTROYED BY VANDALS.  AZIMUTH MARK NOT VISIBLE FROM
 GV2015'GROUND.  I HAD TO RUN TRAVERSE TO IT AND COMPUTE COURSE TO
 GV2015'SAME.  HEAVY BRUSH AND WOODS BETWEEN STATION AND AZIMUTH
 GV2015'MARK.
 GV2015
 GV2015                          STATION RECOVERY (1958)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV2015'STATION IS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 GV2015'STATION MARK WERE FOUND IN GOOD CONDITION.  THE SUB-SURFACE
 GV2015'MARK WAS RECOVERED AND A NEW STATION MARK WAS SET.  TWO NEW
 GV2015'REFERENCE MARKS NUMBER 4 AND NUMBER 5 WERE ESTABLISHED.  THE
 GV2015'DISTANCE AND DIRECTION TO REFERENCE MARKS NUMBER 1 AND NUMBER
 GV2015'TWO WAS NOT MEASURED AS THERE ARE A NUMBER OF PINE TREES IN THE
 GV2015'LINE.  A NEW DESCRIPTION FOLLOWS--
 GV2015'
 GV2015'STATION IS LOCATED ABOUT 9 MILES NORTH OF THE CENTER OF
 GV2015'PETERSBURG, 1 MILE EAST OF CHESTER ON A WOODED HILL THAT IS
 GV2015'THE PROPERTY OF THE SUNSET MEMORIAL PARK.
 GV2015'
 GV2015'STATION, STAMPED CHESTER 1932 1938, IS A STANDARD USC AND GS
 GV2015'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GV2015'MONUMENT THAT PROJECTS ABOUT 6 INCHES.  IT IS 51.0 FEET
 GV2015'SOUTH OF A TRIANGULAR BLAZED OAK TREE AND 10.0 FEET NORTH
 GV2015'NORTHEAST OF A TRIANGULAR BLAZED OAK TREE.
 GV2015'
 GV2015'R.M. 4, STAMPED CHESTER NO 4 1932 1958, IS A STANDARD USC AND
 GV2015'GS BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT
 GV2015'IS ABOUT 10 INCHES IN DIAMETER.  IT IS ABOUT 3 FEET ABOVE
 GV2015'STATION ELEVATION.
 GV2015'
 GV2015'R.M. 5, STAMPED CHESTER NO 5 1932 1958, IS A STANDARD USC AND
 GV2015'GS BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT
 GV2015'IS ABOUT 10 INCHES IN DIAMETER.  IT IS ABOUT 3 FEET BELOW
 GV2015'STATION ELEVATION.
 GV2015'
 GV2015'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GV2015'HIGHWAYS 1 AND 301 AND STATE HIGHWAY 10, IN CHESTER, GO
 GV2015'WESTERLY ON STATE HIGHWAY 10 FOR 0.4 MILE TO A TRACK ROAD
 GV2015'ON THE RIGHT AND THE SUNSET MEMORIAL PARK ON THE LEFT.  TURN
 GV2015'RIGHT, ON TRACK ROAD, AND GO NORTHERLY 0.1 MILE TO A CLEARED
 GV2015'AREA.  FROM HERE PICK WAY NORTHERLY THROUGH WOODS ABOUT 0.05
 GV2015'MILE TO HIGHEST PART OF HILL AND STATION.
 GV2015
 GV2015                          STATION RECOVERY (1958)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV2015'1.3 MI S FROM DUTCH GAP.
 GV2015'SOUTH ON U.S. HIGHWAYS 1 AND 301 FROM THE JUNCTION OF COUNTY
 GV2015'ROAD 616 AT DUTCH GAP FOR 0.8 MILE, THENCE WEST ON STATE HIGHWAY
 GV2015'10 FOR 0.3 MILE, THENCE RIGHT ON FARM ROAD AND GO NORTHEAST
 GV2015'FOR ABOUT 0.15 MILE TO HIGHEST POINT IN A THICK GROVE OF PINE.
 GV2015'THE MARK IS 51 FEET SOUTH OF A TREE WITH A TRIANGLE BLAZE AND
 GV2015'10 FEET NORTH NORTHEAST OF A TREE WITH A TRIANGLE BLAZE.
 GV2015'SET ON A SQUARE CONCRETE POST PROJECTING SIX INCHES.
 GV2015
 GV2015                          STATION RECOVERY (1961)
 GV2015
 GV2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 GV2015'STATION MARK AND REFERENCE MARKS NO. 1, 2, 4 AND 5 WERE RECOVERED
 GV2015'AS DESCRIBED IN VARIOUS DESCRIPTIONS, EXCEPT THE STATION IS
 GV2015'STAMPED CHESTER 1932 1958, NOT 1932 1938.  REFERENCE MARK
 GV2015'NO. 3 WAS SEARCHED FOR BUT NOT RECOVERED.  MR. C. COX HAS
 GV2015'BUILT A NEW HOUSE NEAR THE STATION AND REQUESTED THAT THE
 GV2015'MARK BE MOVED AS HE INTENDS TO GRADE THE HILL DOWN ABOUT 5
 GV2015'FEET AT IT LOCATION.  A LARGE WOODS LIES BETWEEN REFERENCE
 GV2015'MARKS NO. 1 AND 2 AND THE STATION MARK COULD NOT BE USED TO
 GV2015'MOVE THE STATION.  A NEW STATION CHESTER 2 1961 WAS
 GV2015'ESTABLISHED ON THE LINE BETWEEN THE STATION AND REFERENCE MARK
 GV2015'NO. 4.  A TRIANGLE FORMED BY CHESTER 2, CHESTER 1932 AND
 GV2015'CHESTER R.M. NO. 5 1932 1958 WAS COLSED AND ALL LINES
 GV2015'MEASURED.  THE DISTANCE BETWEEN REFERENCE MARKS NO. 4 AND 5
 GV2015'COULD NOT BE MEASURED, DUE TO TREES ON LINE.  THE
 GV2015'STATION MARK ONLY WAS DESTROYED WHEN THE NEW STATION WAS
 GV2015'ESTABLISHED.
 GV2015
 GV2015                          STATION RECOVERY (1983)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 1983 (OLR)
 GV2015'MARK RECOVERED IN GOOD CONDITION.  THE MARK HAS BEEN MOVED AT
 GV2015'THE REQUEST OF A MR COX WHO HAS BUILT A DWELLING NEARBY.
 GV2015
 GV2015                          STATION RECOVERY (1991)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV2015'MARK NOT FOUND.
 GV2015
 GV2015                          STATION RECOVERY (1995)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2015'RECOVERED IN GOOD CONDITION.
 GV2015
 GV2015                          STATION RECOVERY (1999)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2015'MARK NOT FOUND.
 GV2015
 GV2015                          STATION RECOVERY (2002)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2015'MARK NOT FOUND.
 GV2015
 GV2015                          STATION RECOVERY (2003)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV2015'THE MARK WAS FOUND IN GOOD CONDITION AND DID NOT FIND THE REFERENCE
 GV2015'MARKS
 GV2015
 GV2015                          STATION RECOVERY (2004)
 GV2015
 GV2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV2015'MARK IS AT N37 21.437 AND W077 25.156.  71FT EAST OF POST OFFICE FENCE
 GV2015'LINE, 39 FEET WEST OF MR. COX'S PROPERTY LINE, 106FT SOUTH OF CURB
 GV2015'LINE OF POLICE STATION.  IN THE CENTER OF A WOODED ARTEA ABOVE MR.
 GV2015'COX'S DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0844 ***********************************************************************
 FW0844  DESIGNATION -  CHESTER RM
 FW0844  PID         -  FW0844
 FW0844  STATE/COUNTY-  VA/ACCOMACK
 FW0844  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0844
 FW0844                         *CURRENT SURVEY CONTROL
 FW0844  ___________________________________________________________________
 FW0844* NAD 83(1993)-  37 56 59.45869(N)    075 26 26.09101(W)     ADJUSTED  
 FW0844* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0844  ___________________________________________________________________
 FW0844  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FW0844  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 FW0844
 FW0844  HORZ ORDER  -  THIRD
 FW0844
 FW0844.The horizontal coordinates were established by classical geodetic methods
 FW0844.and adjusted by the National Geodetic Survey in November 1994..
 FW0844
 FW0844.The orthometric height was scaled from a topographic map.
 FW0844
 FW0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0844
 FW0844.The geoid height was determined by GEOID03.
 FW0844
 FW0844;                    North         East     Units Scale Factor Converg.
 FW0844;SPC VA S     - 1,183,755.831 3,768,851.327   MT  0.99999697   +1 51 24.6
 FW0844;SPC VA S     - 3,883,705.59 12,364,973.06   sFT  0.99999697   +1 51 24.6
 FW0844;SPC MD       -    32,605.870   537,065.053   MT  1.00007934   +0 58 43.5
 FW0844;SPC MD       -   106,974.43  1,762,020.93   sFT  1.00007934   +0 58 43.5
 FW0844;UTM  18      - 4,200,342.281   461,291.758   MT  0.99961845   -0 16 15.4
 FW0844
 FW0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0844!SPC VA S     -   1.00000545  x   0.99999697  =   1.00000242
 FW0844!SPC MD       -   1.00000545  x   1.00007934  =   1.00008479
 FW0844!UTM  18      -   1.00000545  x   0.99961845  =   0.99962390
 FW0844
 FW0844                          SUPERSEDED SURVEY CONTROL
 FW0844
 FW0844  NAD 83(1993)-  37 56 59.45749(N)    075 26 26.09436(W) AD(       ) 3
 FW0844  NAD 83(1986)-  37 56 59.45462(N)    075 26 26.12627(W) AD(       ) 3
 FW0844  NAD 27      -  37 56 59.01100(N)    075 26 27.40300(W) AD(       ) 3
 FW0844
 FW0844.Superseded values are not recommended for survey control.
 FW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0844.See file dsdata.txt to determine how the superseded data were derived.
 FW0844
 FW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6129200342(NAD 83)
 FW0844_MARKER: Z = SEE DESCRIPTION
 FW0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0844
 FW0844  HISTORY     - Date     Condition        Report By
 FW0844  HISTORY     - 1909     MONUMENTED       CGS
 FW0844
 FW0844                          STATION DESCRIPTION
 FW0844
 FW0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 FW0844'LOCATED ON THE SHORE OF THE MAINLAND ON THE HIGHEST PART
 FW0844'OF AN IRREGULARLY SHAPED HUMMOCK OF DRY LAND WHICH JUTS OUT
 FW0844'INTO THE MARSH JUST N OF WHERE MOSQUITO CREEK FLOWS INTO
 FW0844'COCKLE CREEK.  THE LAND AT PRESENT IS OCCUPIED BY WILLIAM
 FW0844'CHESTER AND IS LOCALLY KNOWN AS SKEETER POINT FARM.
 FW0844'
 FW0844'THE STATION IS BEST REACHED FROM THE WATER BY SAILING UP
 FW0844'MOSQUITO CREEK TO THE SHARP LEFT BEND JUST N OF WHERE IT
 FW0844'ENTERS COCKLE CREEK.
 FW0844'
 FW0844'THE REFERENCE MARK IS CENTER OF STANDARD CEMENT MONUMENT
 FW0844'OF THE MARYLAND SHELL FISH SURVEY.  IT IS 2 FEET LONG AND
 FW0844'8 INCHES SQUARE AT THE TOP AND BOTTOM.  THE TOP SHOWS A
 FW0844'CENTER HOLE SURROUNDED BY A TRIANGLE, WITH THE COUNTER-SUNK
 FW0844'LETTERS M.S.F.C. ARRANGED AROUND THE VERTEX, AND THE LETTERS
 FW0844'U.S.C.S. UNDERNEATH THE BASE OF THE TRIANGLE.  THE CENTER
 FW0844'HOLE IS AT THE CENTER OF THE MONUMENT, AND IF THE MARKING
 FW0844'HAS BEEN BROKEN OFF WITHOUT DISTURBING THE BOTTOM, THE CENTER
 FW0844'OF THE SQUARE SECTION MAY BE USED AS THE LOCATION OF THE
 FW0844'MARK.  THE MONUMENT IS SET VERTICALLY IN THE GROUND, WITH TOP
 FW0844'PROJECTING ABOUT 3 TO 5 INCHES ABOVE THE SURFACE.  IT IS SET
 FW0844'5.82 METERS (19.09 FEET) FROM THE STATION N 80 DEG 53 MIN W.
 FW0844'THE CUPOLA OF A BARN, DISTANT 3/4 MILE, IS
 FW0844'S 75 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2012 ***********************************************************************
 GV2012  DESIGNATION -  CHESTER RM 1 AZIMUTH
 GV2012  PID         -  GV2012
 GV2012  STATE/COUNTY-  VA/CHESTERFIELD
 GV2012  USGS QUAD   -  CHESTER (1994)
 GV2012
 GV2012                         *CURRENT SURVEY CONTROL
 GV2012  ___________________________________________________________________
 GV2012* NAD 83(1986)-  37 21 19.     (N)    077 24 52.     (W)     SCALED    
 GV2012* NAVD 88     -        51.315  (meters)     168.36   (feet)  ADJUSTED  
 GV2012  ___________________________________________________________________
 GV2012  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GV2012  DYNAMIC HT  -          51.278 (meters)     168.23  (feet)  COMP
 GV2012  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 GV2012
 GV2012  VERT ORDER  -  SECOND    CLASS 0
 GV2012
 GV2012.The horizontal coordinates were scaled from a topographic map and have
 GV2012.an estimated accuracy of +/- 6 seconds.
 GV2012
 GV2012.The orthometric height was determined by differential leveling
 GV2012.and adjusted by the National Geodetic Survey in June 1991..
 GV2012
 GV2012.The geoid height was determined by GEOID03.
 GV2012
 GV2012.The dynamic height is computed by dividing the NAVD 88
 GV2012.geopotential number by the normal gravity value computed on the
 GV2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2012.degrees latitude (g = 980.6199 gals.).
 GV2012
 GV2012.The modeled gravity was interpolated from observed gravity values.
 GV2012
 GV2012;                    North         East    Units  Estimated Accuracy
 GV2012;SPC VA S     - 1,113,960.    3,596,170.      MT  (+/- 180 meters Scaled)
 GV2012
 GV2012                          SUPERSEDED SURVEY CONTROL
 GV2012
 GV2012  NGVD 29 (??/??/??)   51.640  (m)          169.42   (f) ADJUSTED    2 0
 GV2012
 GV2012.Superseded values are not recommended for survey control.
 GV2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2012.See file dsdata.txt to determine how the superseded data were derived.
 GV2012
 GV2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG861370(NAD 83)
 GV2012_MARKER: DR = REFERENCE MARK DISK
 GV2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2012_STAMPING: CHESTER NO 1 1932
 GV2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2012+STABILITY: SURFACE MOTION
 GV2012
 GV2012  HISTORY     - Date     Condition        Report By
 GV2012  HISTORY     - 1932     MONUMENTED       CGS
 GV2012  HISTORY     - 1958     GOOD             CGS
 GV2012  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2012  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2012  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2012  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2012
 GV2012                          STATION DESCRIPTION
 GV2012
 GV2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2012'0.9 MI S FROM DUTCH GAP.
 GV2012'SOUTH ALONG U.S. HIGHWAYS 1 AND 301 FROM THE JUNCTION OF COUNTY
 GV2012'ROAD 616 AT DUTCH GAP FOR 0.8 MILE, THENCE RIGHT ON STATE
 GV2012'HIGHWAY 10 FOR 0.1 MILE.  THE MARK IS ABOUT 0.1 MILE WEST OF THE
 GV2012'JUNCTION OF U.S. HIGHWAY 1 AND STATE 10, 45 FEET NORTH OF THE
 GV2012'CENTERLINE OF STATE HIGHWAY 10 AND 1 FOOT NORTH OF A TELEPHONE
 GV2012'POLE.  SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 GV2012
 GV2012                          STATION RECOVERY (1988)
 GV2012
 GV2012'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2012'MARK NOT FOUND.
 GV2012
 GV2012                          STATION RECOVERY (1991)
 GV2012
 GV2012'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV2012'MARK NOT FOUND.
 GV2012
 GV2012                          STATION RECOVERY (1999)
 GV2012
 GV2012'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2012'MARK NOT FOUND.
 GV2012
 GV2012                          STATION RECOVERY (2004)
 GV2012
 GV2012'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV2012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2013 ***********************************************************************
 GV2013  DESIGNATION -  CHESTER RM 3
 GV2013  PID         -  GV2013
 GV2013  STATE/COUNTY-  VA/CHESTERFIELD
 GV2013  USGS QUAD   -  CHESTER (1994)
 GV2013
 GV2013                         *CURRENT SURVEY CONTROL
 GV2013  ___________________________________________________________________
 GV2013* NAD 83(1986)-  37 21 27.     (N)    077 25 09.     (W)     SCALED    
 GV2013* NAVD 88     -        54.127  (meters)     177.58   (feet)  ADJUSTED  
 GV2013  ___________________________________________________________________
 GV2013  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV2013  DYNAMIC HT  -          54.089 (meters)     177.46  (feet)  COMP
 GV2013  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 GV2013
 GV2013  VERT ORDER  -  SECOND    CLASS 0
 GV2013
 GV2013.The horizontal coordinates were scaled from a topographic map and have
 GV2013.an estimated accuracy of +/- 6 seconds.
 GV2013
 GV2013.The orthometric height was determined by differential leveling
 GV2013.and adjusted by the National Geodetic Survey in June 1991..
 GV2013
 GV2013.The geoid height was determined by GEOID03.
 GV2013
 GV2013.The dynamic height is computed by dividing the NAVD 88
 GV2013.geopotential number by the normal gravity value computed on the
 GV2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2013.degrees latitude (g = 980.6199 gals.).
 GV2013
 GV2013.The modeled gravity was interpolated from observed gravity values.
 GV2013
 GV2013;                    North         East    Units  Estimated Accuracy
 GV2013;SPC VA S     - 1,114,210.    3,595,750.      MT  (+/- 180 meters Scaled)
 GV2013
 GV2013                          SUPERSEDED SURVEY CONTROL
 GV2013
 GV2013  NGVD 29 (??/??/??)   54.452  (m)          178.65   (f) ADJUSTED    2 0
 GV2013
 GV2013.Superseded values are not recommended for survey control.
 GV2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2013.See file dsdata.txt to determine how the superseded data were derived.
 GV2013
 GV2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG857372(NAD 83)
 GV2013_MARKER: DR = REFERENCE MARK DISK
 GV2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2013_STAMPING: CHESTER NO 3 1932
 GV2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2013+STABILITY: SURFACE MOTION
 GV2013
 GV2013  HISTORY     - Date     Condition        Report By
 GV2013  HISTORY     - 1932     MONUMENTED       CGS
 GV2013  HISTORY     - 1958     GOOD             CGS
 GV2013  HISTORY     - 19881002 GOOD             USPSQD
 GV2013  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2013  HISTORY     - 19950121 POOR             USPSQD
 GV2013  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2013  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2013
 GV2013                          STATION DESCRIPTION
 GV2013
 GV2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2013'1.1 MI S FROM DUTCH GAP.
 GV2013'SOUTH ALONG U.S. HIGHWAYS 1 AND 301 FROM THE JUNCTION OF COUNTY
 GV2013'ROAD 616 AT DUTCH GAP FOR 0.8 MILE, THENCE WEST ON STATE HIGHWAY
 GV2013'10 FOR 0.3 MILE.  THE MARK IS 44 FEET WEST OF THE CENTERLINE
 GV2013'OF A FARM ROAD LEADING NORTH AND 44 FEET NORTH OF THE CENTERLINE
 GV2013'OF STATE HIGHWAY 10.  SET IN A SQUARE CONCRETE POST PROJECTING
 GV2013'4 INCHES.
 GV2013
 GV2013                          STATION RECOVERY (1988)
 GV2013
 GV2013'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2013'RECOVERED IN GOOD CONDITION.
 GV2013
 GV2013                          STATION RECOVERY (1991)
 GV2013
 GV2013'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV2013'MARK NOT FOUND.
 GV2013
 GV2013                          STATION RECOVERY (1995)
 GV2013
 GV2013'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2013'MARK RECOVERED IN POOR CONDITION.
 GV2013
 GV2013                          STATION RECOVERY (1999)
 GV2013
 GV2013'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2013'MARK NOT FOUND.
 GV2013
 GV2013                          STATION RECOVERY (2004)
 GV2013
 GV2013'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2016 ***********************************************************************
 GV2016  DESIGNATION -  CHESTER RM 4
 GV2016  PID         -  GV2016
 GV2016  STATE/COUNTY-  VA/CHESTERFIELD
 GV2016  USGS QUAD   -  CHESTER (1994)
 GV2016
 GV2016                         *CURRENT SURVEY CONTROL
 GV2016  ___________________________________________________________________
 GV2016* NAD 83(1986)-  37 21 27.     (N)    077 25 09.     (W)     SCALED    
 GV2016* NAVD 88     -        57.745  (meters)     189.45   (feet)  ADJUSTED  
 GV2016  ___________________________________________________________________
 GV2016  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV2016  DYNAMIC HT  -          57.704 (meters)     189.32  (feet)  COMP
 GV2016  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 GV2016
 GV2016  VERT ORDER  -  SECOND    CLASS 0
 GV2016
 GV2016.The horizontal coordinates were scaled from a topographic map and have
 GV2016.an estimated accuracy of +/- 6 seconds.
 GV2016
 GV2016.The orthometric height was determined by differential leveling
 GV2016.and adjusted by the National Geodetic Survey in June 1991..
 GV2016
 GV2016.The geoid height was determined by GEOID03.
 GV2016
 GV2016.The dynamic height is computed by dividing the NAVD 88
 GV2016.geopotential number by the normal gravity value computed on the
 GV2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2016.degrees latitude (g = 980.6199 gals.).
 GV2016
 GV2016.The modeled gravity was interpolated from observed gravity values.
 GV2016
 GV2016;                    North         East    Units  Estimated Accuracy
 GV2016;SPC VA S     - 1,114,210.    3,595,750.      MT  (+/- 180 meters Scaled)
 GV2016
 GV2016                          SUPERSEDED SURVEY CONTROL
 GV2016
 GV2016  NGVD 29 (??/??/??)   58.071  (m)          190.52   (f) ADJUSTED    2 0
 GV2016
 GV2016.Superseded values are not recommended for survey control.
 GV2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2016.See file dsdata.txt to determine how the superseded data were derived.
 GV2016
 GV2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG857372(NAD 83)
 GV2016_MARKER: DR = REFERENCE MARK DISK
 GV2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2016_STAMPING: CHESTER NO 4 1932 1958
 GV2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2016+STABILITY: SURFACE MOTION
 GV2016
 GV2016  HISTORY     - Date     Condition        Report By
 GV2016  HISTORY     - 1958     MONUMENTED       CGS
 GV2016  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2016  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2016  HISTORY     - 19991027 GOOD             USPSQD
 GV2016  HISTORY     - 20020228 GOOD             JCLS
 GV2016  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2016
 GV2016                          STATION DESCRIPTION
 GV2016
 GV2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2016'1.3 MI S FROM DUTCH GAP.
 GV2016'SOUTH ON U.S. HIGHWAYS 1 AND 301 FROM THE JUNCTION OF COUNTY
 GV2016'ROAD 616 AT DUTCH GAP FOR 0.8 MILES, THENCE WEST ON STATE HIGHWAY
 GV2016'10 FOR 0.3 MILE, THENCE RIGHT AND GO NORTHWEST ON FARM ROAD
 GV2016'FOR ABOUT 0.15 MILE TO HIGHEST POINT IN A THICK GROVE OF PINE.
 GV2016'THE MARK IS 14 FEET NORTHWEST OF A TRIANGLE BLAZED TREE AND
 GV2016'81 FEET EAST SOUTHEAST OF STATION CHESTER.  A SQUARE CONCRETE
 GV2016'POST PROJECTING 6 INCHES.
 GV2016
 GV2016                          STATION RECOVERY (1988)
 GV2016
 GV2016'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2016'MARK NOT FOUND.
 GV2016
 GV2016                          STATION RECOVERY (1991)
 GV2016
 GV2016'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV2016'MARK NOT FOUND.
 GV2016
 GV2016                          STATION RECOVERY (1999)
 GV2016
 GV2016'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2016'RECOVERED IN GOOD CONDITION.
 GV2016
 GV2016                          STATION RECOVERY (2002)
 GV2016
 GV2016'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 GV2016'RECOVERED IN GOOD CONDITION.
 GV2016
 GV2016                          STATION RECOVERY (2004)
 GV2016
 GV2016'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2014 ***********************************************************************
 GV2014  DESIGNATION -  CHESTER RM 5
 GV2014  PID         -  GV2014
 GV2014  STATE/COUNTY-  VA/CHESTERFIELD
 GV2014  USGS QUAD   -  CHESTER (1994)
 GV2014
 GV2014                         *CURRENT SURVEY CONTROL
 GV2014  ___________________________________________________________________
 GV2014* NAD 83(1986)-  37 21 27.     (N)    077 25 09.     (W)     SCALED    
 GV2014* NAVD 88     -        56.806  (meters)     186.37   (feet)  ADJUSTED  
 GV2014  ___________________________________________________________________
 GV2014  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV2014  DYNAMIC HT  -          56.766 (meters)     186.24  (feet)  COMP
 GV2014  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 GV2014
 GV2014  VERT ORDER  -  SECOND    CLASS 0
 GV2014
 GV2014.The horizontal coordinates were scaled from a topographic map and have
 GV2014.an estimated accuracy of +/- 6 seconds.
 GV2014
 GV2014.The orthometric height was determined by differential leveling
 GV2014.and adjusted by the National Geodetic Survey in June 1991..
 GV2014
 GV2014.The geoid height was determined by GEOID03.
 GV2014
 GV2014.The dynamic height is computed by dividing the NAVD 88
 GV2014.geopotential number by the normal gravity value computed on the
 GV2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2014.degrees latitude (g = 980.6199 gals.).
 GV2014
 GV2014.The modeled gravity was interpolated from observed gravity values.
 GV2014
 GV2014;                    North         East    Units  Estimated Accuracy
 GV2014;SPC VA S     - 1,114,210.    3,595,750.      MT  (+/- 180 meters Scaled)
 GV2014
 GV2014                          SUPERSEDED SURVEY CONTROL
 GV2014
 GV2014  NGVD 29 (??/??/??)   57.131  (m)          187.44   (f) ADJUSTED    2 0
 GV2014
 GV2014.Superseded values are not recommended for survey control.
 GV2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2014.See file dsdata.txt to determine how the superseded data were derived.
 GV2014
 GV2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG857372(NAD 83)
 GV2014_MARKER: DR = REFERENCE MARK DISK
 GV2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2014_STAMPING: CHESTER NO 5 1932 1958
 GV2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2014+STABILITY: SURFACE MOTION
 GV2014
 GV2014  HISTORY     - Date     Condition        Report By
 GV2014  HISTORY     - 1958     MONUMENTED       CGS
 GV2014  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2014  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2014  HISTORY     - 19940220 GOOD             USPSQD
 GV2014  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 GV2014  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2014
 GV2014                          STATION DESCRIPTION
 GV2014
 GV2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2014'1.3 MI S FROM DUTCH GAP.
 GV2014'SOUTH ON U.S. HIGHWAY 1 AND 301 FROM THE JUNCTION OF COUNTY
 GV2014'ROAD 616 AT DUTCH GAP FOR 0.8 MILES, THENCE WEST ON STATE
 GV2014'HIGHWAY 10 FOR 0.3 MILE, THENCE RIGHT ON FARM ROAD AND GO
 GV2014'NORTHWEST FOR ABOUT 0.15 MILE TO HIGHEST POINT IN THICK GROVE
 GV2014'OF PINE.  THE PARK IS AT THE NORTH EDGE OF A SMALL CLEARING
 GV2014'AND 85 FEET SOUTHWEST OF STATION CHESTER.  SET IN A SQUARE
 GV2014'CONCRETE POST PROJECTIN  3 INCHES.
 GV2014
 GV2014                          STATION RECOVERY (1988)
 GV2014
 GV2014'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2014'MARK NOT FOUND.
 GV2014
 GV2014                          STATION RECOVERY (1991)
 GV2014
 GV2014'RECOVERY NOTE BY US POWER SQUADRON 1991 (RUT)
 GV2014'MARK NOT FOUND.
 GV2014
 GV2014                          STATION RECOVERY (1994)
 GV2014
 GV2014'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2014'RECOVERED IN GOOD CONDITION.
 GV2014
 GV2014                          STATION RECOVERY (1999)
 GV2014
 GV2014'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2014'MARK NOT FOUND.
 GV2014
 GV2014                          STATION RECOVERY (2004)
 GV2014
 GV2014'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5642 ***********************************************************************
 GV5642  DESIGNATION -  CHESTERFIELD FIRE LOT 1942
 GV5642  PID         -  GV5642
 GV5642  STATE/COUNTY-  VA/CHESTERFIELD
 GV5642  USGS QUAD   -  BEACH (1994)
 GV5642
 GV5642                         *CURRENT SURVEY CONTROL
 GV5642  ___________________________________________________________________
 GV5642* NAD 83(1993)-  37 21 01.10294(N)    077 37 28.31101(W)     ADJUSTED  
 GV5642* NAVD 88     -                                                        
 GV5642  ___________________________________________________________________
 GV5642  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 GV5642  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5642
 GV5642  HORZ ORDER  -  THIRD
 GV5642
 GV5642.The horizontal coordinates were established by classical geodetic methods
 GV5642.and adjusted by the National Geodetic Survey in September 1995..
 GV5642
 GV5642
 GV5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5642
 GV5642.The geoid height was determined by GEOID03.
 GV5642
 GV5642;                    North         East     Units Scale Factor Converg.
 GV5642;SPC VA S     - 1,113,217.937 3,577,562.681   MT  0.99994545   +0 31 52.8
 GV5642;SPC VA S     - 3,652,282.51 11,737,386.90   sFT  0.99994545   +0 31 52.8
 GV5642;UTM  18      - 4,136,965.593   267,533.567   MT  1.00026573   -1 35 34.7
 GV5642
 GV5642                          SUPERSEDED SURVEY CONTROL
 GV5642
 GV5642  NAD 83(1993)-  37 21 01.10296(N)    077 37 28.31117(W) AD(       ) 4
 GV5642  NAD 83(1986)-  37 21 01.10926(N)    077 37 28.32807(W) AD(       ) 4
 GV5642  NAD 27      -  37 21 00.57100(N)    077 37 29.35500(W) AD(       ) 3
 GV5642
 GV5642.Superseded values are not recommended for survey control.
 GV5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5642.See file dsdata.txt to determine how the superseded data were derived.
 GV5642
 GV5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6753436966(NAD 83)
 GV5642_MARKER: 57 = LOOKOUT TOWER
 GV5642
 GV5642  HISTORY     - Date     Condition        Report By
 GV5642  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5642  HISTORY     - 1961     GOOD             CGS
 GV5642  HISTORY     - 19991120 GOOD             USPSQD
 GV5642  HISTORY     - 20041119 MARK NOT FOUND   USPSQD
 GV5642
 GV5642                          STATION DESCRIPTION
 GV5642
 GV5642'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5642'THIS INTERSECTION STATION IS A 4-LEGGED STEEL FIRE TOWER
 GV5642'ABOUT 150 FEET HIGH LOCATED ABOUT 7 MILES WSW OF CHESTERFIELD
 GV5642'COURTHOUSE, AND 5.5 MILES E OF WINTERPOCK POST OFFICE.
 GV5642'
 GV5642'THE CENTER OF THE TOWER WAS LOCATED BY TRAVERSE FROM STATION
 GV5642'COX.
 GV5642
 GV5642                          STATION RECOVERY (1961)
 GV5642
 GV5642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5642'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GV5642
 GV5642                          STATION RECOVERY (1999)
 GV5642
 GV5642'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5642'RECOVERED IN GOOD CONDITION.
 GV5642
 GV5642                          STATION RECOVERY (2004)
 GV5642
 GV5642'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV5642'THE FIRE TOWER HAS BEEN REMOVED AND ONLY THE FOUNDATION OT THE FOUR
 GV5642'LEGS REMAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3405 ***********************************************************************
 GX3405  DESIGNATION -  CHESTNUT
 GX3405  PID         -  GX3405
 GX3405  STATE/COUNTY-  VA/TAZEWELL
 GX3405  USGS QUAD   -  HUTCHINSON ROCK (1976)
 GX3405
 GX3405                         *CURRENT SURVEY CONTROL
 GX3405  ___________________________________________________________________
 GX3405* NAD 83(1993)-  37 03 27.90955(N)    081 23 57.61670(W)     ADJUSTED  
 GX3405* NAVD 88     -      1344.     (meters)    4409.     (feet)  SCALED    
 GX3405  ___________________________________________________________________
 GX3405  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GX3405  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GX3405
 GX3405  HORZ ORDER  -  THIRD
 GX3405
 GX3405.The horizontal coordinates were established by classical geodetic methods
 GX3405.and adjusted by the National Geodetic Survey in December 1995..
 GX3405
 GX3405.The orthometric height was scaled from a topographic map.
 GX3405
 GX3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3405
 GX3405.The geoid height was determined by GEOID03.
 GX3405
 GX3405;                    North         East     Units Scale Factor Converg.
 GX3405;SPC VA S     - 1,084,351.409 3,242,171.267   MT  0.99995993   -1 45 34.8
 GX3405;SPC VA S     - 3,557,576.25 10,637,023.57   sFT  0.99995993   -1 45 34.8
 GX3405;UTM  17      - 4,101,353.654   464,495.289   MT  0.99961553   -0 14 26.3
 GX3405
 GX3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3405!SPC VA S     -   0.99979393  x   0.99995993  =   0.99975386
 GX3405!UTM  17      -   0.99979393  x   0.99961553  =   0.99940953
 GX3405
 GX3405|---------------------------------------------------------------------|
 GX3405| PID    Reference Object                     Distance      Geod. Az  |
 GX3405|                                                           dddmmss.s |
 GX3405| DC3979 CHESTNUT RM 1                        27.264 METERS 09052     |
 GX3405| DC3980 CHESTNUT RM 2                        33.802 METERS 18011     |
 GX3405| DC3978 CHESTNUT AZ MK                                     2251035.2 |
 GX3405| GX3406 MAIDEN                              APPROX. 2.9 KM 3340621.2 |
 GX3405| GX3404 CHESTNUT MOUNTAIN FIRE TOWER         10.746 METERS 35901     |
 GX3405|---------------------------------------------------------------------|
 GX3405
 GX3405                          SUPERSEDED SURVEY CONTROL
 GX3405
 GX3405  NAD 83(1993)-  37 03 27.90985(N)    081 23 57.61572(W) AD(       ) 3
 GX3405  NAD 83(1986)-  37 03 27.91520(N)    081 23 57.61715(W) AD(       ) 3
 GX3405  NAD 27      -  37 03 27.48960(N)    081 23 58.23498(W) AD(       ) 3
 GX3405
 GX3405.Superseded values are not recommended for survey control.
 GX3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3405.See file dsdata.txt to determine how the superseded data were derived.
 GX3405
 GX3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6449501354(NAD 83)
 GX3405_MARKER: DS = TRIANGULATION STATION DISK
 GX3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GX3405
 GX3405  HISTORY     - Date     Condition        Report By
 GX3405  HISTORY     - 1934     MONUMENTED       CGS
 GX3405  HISTORY     - 1958     MARK NOT FOUND   CGS
 GX3405  HISTORY     - 1961     GOOD             VADH
 GX3405
 GX3405                          STATION DESCRIPTION
 GX3405
 GX3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX3405'THIS STATION IS ON THE NE END OF CHESTNUT RIDGE, 4.5 MILES NW
 GX3405'OF CERES, 4.75 MILES SW OF BURKES GARDEN, AND IS 24.0 FEET
 GX3405'FROM S LEG OF FIRE TOWER, 23.7 FEET SW OF CONCRETE DOORSTEP
 GX3405'(NW CORNER) OF CABIN.
 GX3405'
 GX3405'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF
 GX3405'CONCRETE CYLINDERS.
 GX3405'
 GX3405'U.S.G.S. STATION MARK STAMPED CHESTNUT 1934, AND IS UNDER
 GX3405'CENTER OF FIRE TOWER.  (IT IS 97.18 FEET FROM REFERENCE
 GX3405'MARK NO. 1).
 GX3405'
 GX3405'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.  (7A).
 GX3405'
 GX3405'REFERENCE MARK NO. 1 IS SE OF STATION, 4.7 FEET FROM 12-INCH
 GX3405'BLACK OAK TREE.
 GX3405'
 GX3405'REFERENCE MARK NO. 2 IS SSW OF STATION AND 5 FEET BELOW THE
 GX3405'STATION AND 46.5 FEET W OF 12-INCH BLACK OAK.
 GX3405'
 GX3405'AZIMUTH MARK IS SW OF STATION NEAR EDGE OF CLEARED MEADOW
 GX3405'IN SMALL BEDROCK OUTCROP.  IT IS 24.1 FEET N OF FENCE LINE
 GX3405'AND 31.6 FEET FROM CENTER LINE OF WOOD ROAD ON EDGE OF WOODS.
 GX3405'
 GX3405'TO REACH STATION FROM BURKES GARDEN POST OFFICE, GO SW ON
 GX3405'DIRT ROAD FOR 4.5 MILES TO GAP, TAKE RIGHT FORK THROUGH
 GX3405'WOODS UPHILL THROUGH FOUR GATES FOR 1.8 MILES.
 GX3405'
 GX3405'A 50-FOOT TOWER USED, 37-FOOT TOWER REQUIRED TO CLEAR CABIN
 GX3405'ON LINE TO GREAVER AND SMALL TREES ON LINE TO CERES.  BURKES
 GX3405'AND MAIDEN VISIBLE FROM THE GROUND.
 GX3405'
 GX3405'HEIGHT OF LIGHT ABOVE STATION MARK - 18.3 METERS.
 GX3405
 GX3405                          STATION RECOVERY (1958)
 GX3405
 GX3405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (TVA)
 GX3405'THE FIRE TOWER HAS BEEN TORN DOWN, BUT THE CONCRETE BASES
 GX3405'FOR THE LEGS ARE STILL IN PLACE.  THE USGS MARK WAS NOT FOUND.
 GX3405
 GX3405                          STATION RECOVERY (1961)
 GX3405
 GX3405'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GX3405'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  R.M. 1 NOT
 GX3405'LOCATED.  R.M. 2 WAS DESTROYED.  USGS MARK WAS DESTROYED.
 GX3405'THE FIRE TOWER HAS BEEN MOVED.
 GX3405'
 GX3405'THE STATION IS NOW 13.7 FEET SW OF CONCRETE DOORSTEP INSTEAD
 GX3405'23.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2490 ***********************************************************************
 FY2490  DESIGNATION -  CHESTNUT
 FY2490  PID         -  FY2490
 FY2490  STATE/COUNTY-  VA/HENRY
 FY2490  USGS QUAD   -  PRICE (1982)
 FY2490
 FY2490                         *CURRENT SURVEY CONTROL
 FY2490  ___________________________________________________________________
 FY2490* NAD 83(1993)-  36 36 48.82862(N)    079 55 04.18020(W)     ADJUSTED  
 FY2490* NAVD 88     -       466.2    (meters)    1530.     (feet)  VERTCON   
 FY2490  ___________________________________________________________________
 FY2490  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FY2490  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FY2490
 FY2490  HORZ ORDER  -  FIRST
 FY2490
 FY2490.The horizontal coordinates were established by classical geodetic methods
 FY2490.and adjusted by the National Geodetic Survey in September 1995..
 FY2490
 FY2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2490
 FY2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2490
 FY2490.The geoid height was determined by GEOID03.
 FY2490
 FY2490;                    North         East     Units Scale Factor Converg.
 FY2490;SPC VA S     - 1,032,051.112 3,373,161.783   MT  1.00003132   -0 51 37.9
 FY2490;SPC VA S     - 3,385,987.69 11,066,781.62   sFT  1.00003132   -0 51 37.9
 FY2490;SPC NC       -   318,067.437   527,480.661   MT  1.00015544   -0 31 47.1
 FY2490;SPC NC       - 1,043,526.25  1,730,576.14   sFT  1.00015544   -0 31 47.1
 FY2490;UTM  17      - 4,052,550.217   596,774.177   MT  0.99971538   +0 38 43.7
 FY2490
 FY2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2490!SPC VA S     -   0.99993196  x   1.00003132  =   0.99996328
 FY2490!SPC NC       -   0.99993196  x   1.00015544  =   1.00008739
 FY2490!UTM  17      -   0.99993196  x   0.99971538  =   0.99964736
 FY2490
 FY2490:                Primary Azimuth Mark                     Grid Az
 FY2490:SPC VA S     -  MARTINSVILLE SALE KNITTING TK            025 07 22.9
 FY2490:SPC NC       -  MARTINSVILLE SALE KNITTING TK            024 47 32.1
 FY2490:UTM  17      -  MARTINSVILLE SALE KNITTING TK            023 37 01.3
 FY2490
 FY2490|---------------------------------------------------------------------|
 FY2490| PID    Reference Object                     Distance      Geod. Az  |
 FY2490|                                                           dddmmss.s |
 FY2490| FY2468 MARTINSVILLE SALE KNITTING TK       APPROX.10.0 KM 0241545.0 |
 FY2490| FY2467 MARTINSVILLE RADIO STATION WMVA MAS APPROX.11.3 KM 0313610.0 |
 FY2490| DC5062 CHESTNUT RM 1                                      0483142.1 |
 FY2490| FY2466 MARTINSVILLE CITY WATER TANK        APPROX. 6.5 KM 0593447.2 |
 FY2490| DC5063 CHESTNUT RM 2                        24.047 METERS 19435     |
 FY2490| FY2489 CHESTNUT KNOB LOOKOUT TOWER          10.919 METERS 24147     |
 FY2490| DC5064 CHESTNUT RM 3                        13.804 METERS 25245     |
 FY2490| FY2497 HORSE PASTURE ATT TOWER             APPROX. 2.6 KM 3030755.2 |
 FY2490|---------------------------------------------------------------------|
 FY2490
 FY2490                          SUPERSEDED SURVEY CONTROL
 FY2490
 FY2490  NAD 83(1986)-  36 36 48.83351(N)    079 55 04.18014(W) AD(       ) 1
 FY2490  NAD 27      -  36 36 48.34093(N)    079 55 05.02896(W) AD(       ) 1
 FY2490  NGVD 29 (07/19/86)  466.4    (m)         1530.     (f) VERT ANG       
 FY2490
 FY2490.Superseded values are not recommended for survey control.
 FY2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2490.See file dsdata.txt to determine how the superseded data were derived.
 FY2490
 FY2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9677452550(NAD 83)
 FY2490_MARKER: DS = TRIANGULATION STATION DISK
 FY2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2490
 FY2490  HISTORY     - Date     Condition        Report By
 FY2490  HISTORY     - 1932     MONUMENTED       CGS
 FY2490  HISTORY     - 1960     GOOD             VADH
 FY2490  HISTORY     - 1964     GOOD             CGS
 FY2490  HISTORY     - 1974     GOOD             VADH
 FY2490
 FY2490                          STATION DESCRIPTION
 FY2490
 FY2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 FY2490'ABOUT 6 MILES SOUTH-SOUTHWEST OF MARTINSVILLE, AND ABOUT
 FY2490'12 MILES NORTHWEST OF LEAKSVILLE, N. C., ON SUMMIT OF CHESTNUT
 FY2490'KNOB, THE PROPERTY OF MR. WILL MURPHY.  TO REACH FROM MARTINSVILLE,
 FY2490'GO EAST ABOUT ONE-HALF MILE TO JUNCTION OF ROUTES 58 AND
 FY2490'311 AND TURN RIGHT (SOUTH) ON COMBINED ROUTES.  PROCEED 2.3
 FY2490'MILES AND TURN LEFT ON ROUTE 311 AT JUNCTION POINT AT SOUTH
 FY2490'END OF BRIDGE OVER SMITH RIVER.  CONTINUE 2.25 MILES OR 0.8
 FY2490'MILE BEYOND CROSSING OF DOUBLE BRANCHES, AND TURN RIGHT ONTO
 FY2490'DIRT FORK AT BELLVIEW HISTORIC SIGN.  PROCEED 0.3 MILE, TAKE
 FY2490'MAIN RIGHT-HAND ROAD AND CONTINUE 3.7 MILES, KEEPING
 FY2490'STRAIGHT AHEAD AT POINT WHERE ROAD COMES IN FROM LEFT REAR.
 FY2490'CONTINUE 1.33 MILES AND KEEP STRAIGHT AHEAD AT T-ROAD ON
 FY2490'RIGHT AT CHURCH IN CHESTNUT KNOB SETTLEMENT.  PROCEED FROM
 FY2490'HERE ABOUT 50 YARDS AND FOLLOW LEFT FORK (SOUTH) 0.8 MILE UP
 FY2490'ALONG EAST SIDE OF MOUNTAIN TO LARGE PINE WITH TRIANGLE
 FY2490'BLAZE, ON LEFT SIDE OF ROAD, AT AN OPENING WHERE TRUCKS
 FY2490'CAN BE TURNED AROUND.  PROCEED ON FOOT FROM THIS POINT
 FY2490'FOLLOWING TRAIL ON RIGHT (WEST SIDE) TO TOP OF KNOB.
 FY2490'IN CASE ROADS ARE WET, CONTINUE SOUTH 2.5 MILES ON ROUTE 58
 FY2490'FROM SOUTH END OF BRIDGE OVER SMITH RIVER TO CRAIGS
 FY2490'SERVICE STATION AND TURN LEFT ONTO DIRT ROAD.  PROCEED 0.5
 FY2490'MILE AND TURN SHARP RIGHT.  FOLLOW THIS ROAD 1.6 MILES TO CHURCH
 FY2490'AT CHESTNUT KNOB AND PROCEED AS ABOVE.  THERE IS A CLEAR
 FY2490'SPACE DOWN THE EAST SIDE OF THE KNOB, MAKING VISIBLE THE
 FY2490'CHURCH AND THE CHESTNUT KNOB SETTLEMENT.  SURFACE AND
 FY2490'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 FY2490'REFERENCE MARKS ARE STANDARD REFERENCE
 FY2490'DISKS IN CONCRETE.  NO. 1 IS IN THE CHESTNUT KNOB
 FY2490'SETTLEMENT, 12 PACES SOUTH OF MAIN ROAD, 17 PACES WEST OF
 FY2490'WEST SIDE OF 2-STORY HOUSE, 24 PACES SOUTHWEST OF SOUTHWEST
 FY2490'CORNER OF CHURCH, 3 FEET WEST OF LONE LOCUST TREE, AND
 FY2490'APPROXIMATELY 0.75 MILE FROM STATION.
 FY2490'NO. 2 IS 31 FEET SOUTHEAST OF THE MOST SOUTHERLY
 FY2490'OF 2 LOCUST TREES ALMOST IN LINE WITH MARK (TREE IS BLAZED
 FY2490'WITH TRIANGLE), AND 24.06 METERS (78.9 FEET) FROM STATION.
 FY2490'NO. 3 IS 40 FEET SOUTHEAST OF THE MOST NORTHERLY OF LUCUST
 FY2490'TREES, AND 13.82 METRERS (45.3 FEET) FROM STATION.  SUMMIT OF THE
 FY2490'MOST SOUTHERLY LOCUST TREE, AND 13.82 METERS (45.3 FEET)
 FY2490'KNOB IS COVERED WITH GRASS EXCEPT FOR ABOVE-MENTIONED
 FY2490'LOCUST TREES.
 FY2490
 FY2490                          STATION RECOVERY (1960)
 FY2490
 FY2490'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1960
 FY2490'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THERE
 FY2490'IS NOW A FIRE TOWER ON THIS RIDGE AND THE TOP OF THE RIDGE
 FY2490'IS COVERED WITH SMALL TIMBER.  THE AZIMUTH MARK IS NO LONGER
 FY2490'VISIBLE FROM THE STATION.  THE FOREST SERVICE LOOKOUT TOWER
 FY2490'IS 35.85 FEET S 61 45 MIN W OF THE STATION.
 FY2490'
 FY2490'TO REACH STATION FROM NORFOLK AND WESTERN R.R. OVERPASS IN
 FY2490'RIDGEWAY, GO N ON ROUTE 220 FRO 0.15 MILE TO THE INTERSECTION
 FY2490'OF COUNTY ROUTE 687.  TURN LEFT ON ROUTE 687 AND GO NW
 FY2490'4.15 MILES TO THE INTERSECTION OF ROUTE 781 TO THE LEFT.
 FY2490'GO S ON ROUTE 781 FOR 0.7 MILES TO A FOREST FIRE TRAIL ON
 FY2490'THE RIGHT.  FOLLOW THIS TRAIL FOR 0.15 MILE TO FOREST SERVICE
 FY2490'LOOKOUT TOWER AND STATION ON LEFT.
 FY2490
 FY2490                          STATION RECOVERY (1964)
 FY2490
 FY2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2490'THE STATION MARK, REFERENCE MARKS NO. 1 (AZI. MK.), NO. 2
 FY2490'AND NO. 3 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THERE
 FY2490'IS A FOREST SERVICE LOOKOUT TOWER NOW AT THE STATION SITE.
 FY2490'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FY2490'
 FY2490'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF LEAKSVILLE,
 FY2490'N.C. AND 6 MILES SOUTH-SOUTHWEST OF MARTINSVILLE.  ON THE
 FY2490'SUMMIT OF CHESTNUT KNOB.
 FY2490'
 FY2490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 FY2490'SOUTH AND U.S. HIGHWAY 58 WEST, ABOUT 3.0 MILES SOUTHWEST OF THE
 FY2490'BUSINESS DISTRICT OF MARTINSVILLE, GO WEST ON U.S. HIGHWAY
 FY2490'58 FOR 1.4 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ON
 FY2490'COUNTY ROAD 876 AND GO 1.1 MILES TO THE JUNCTION OF COUNTY
 FY2490'ROAD 781, TURN LEFT AND GO 0.35 MILE TO A FORK, KEEP RIGHT
 FY2490'ON COUNTY ROAD 781 FOR 1.5 MILES TO A T JUNCTION, TURN RIGHT
 FY2490'AND GO 0.05 MILE TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 FY2490'MARK ON THE LEFT.  TURN LEFT ON COUNTY ROAD 781 AND GO 0.5
 FY2490'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON A TRACK ROAD
 FY2490'AND GO UP HILL FOR 0.25 MILE TO THE LOOKOUT TOWER AND THE
 FY2490'STATION.
 FY2490'
 FY2490'THE STATION MARK IS 28 FEET EAST OF TELEPHONE POLE NO. 70, 27
 FY2490'FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 27
 FY2490'FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS
 FY2490'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 FY2490'3 INCHES AND IS STAMPED CHESTNUT 1932.
 FY2490'
 FY2490'REFERENCE MARK NO. 1 (AZI. MK.) IS 72 FEET SOUTH OF THE
 FY2490'SOUTHWEST CORNER OF A CHURCH, 41 FEET WEST OF THE WEST SIDE
 FY2490'OF A HOUSE AND 34 FEET EAST OF A TELEPHONE POLE.  IT IS A
 FY2490'STANDARD DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT AND
 FY2490'IS STAMPED CHESTNUT NO 1 1932.
 FY2490'
 FY2490'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE SOUTHEAST LEG
 FY2490'OF THE LOOKOUT TOWER AND 32 FEET SOUTHEAST OF A 36-INCH OAK
 FY2490'TREE.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 FY2490'PROJECTING 4 INCHES AND IS STAMPED CHESTNUT NO 2 1932.
 FY2490'
 FY2490'REFERENCE MARK NO. 3 IS 11.8 FEET NORTH OF THE SOUTHWEST
 FY2490'LEG OF TOWER AND 5.4 FEET WEST OF THE NORTHWEST LEG OF TOWER.
 FY2490'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 FY2490'3 INCHES AND IS STAMPED CHESTNUT NO 3 1932.
 FY2490'
 FY2490'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 FY2490
 FY2490                          STATION RECOVERY (1974)
 FY2490
 FY2490'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974 (VDN)
 FY2490'THE STATION, REFERENCE MARK 3 WERE RECOVERED AN FOUND TO BE IN GOOD
 FY2490'CONDITION AS DESCRIBED.
 FY2490'
 FY2490'A SEARCH WAS MADE FOR REFERENCE MARKS 1 AND 2 BUT WERE NOT
 FY2490'RECOVERED AT THIS TIME.N.  THE FOREST SERVICE LOOKOUT TOWER
 FY2490'
 FY2490'THE STATION IS ON PROPERTY OWNED BY THE STATE OF VIRGINA.  I
 FY2490'TRIED SEVERAL TIMES TO CONTRACT THE RANGER IN STUART, VIRGINA,
 FY2490'BUT WAS UNABLE TO GET IN TOUCH WITH HIM.  YOU WILL HAVE TO
 FY2490'CONTACT HIM TO GET A KEY FOR THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4911 ***********************************************************************
 GV4911  DESIGNATION -  CHESTNUT
 GV4911  PID         -  GV4911
 GV4911  STATE/COUNTY-  VA/NEW KENT
 GV4911  USGS QUAD   -  NEW KENT (1978)
 GV4911
 GV4911                         *CURRENT SURVEY CONTROL
 GV4911  ___________________________________________________________________
 GV4911* NAD 83(1993)-  37 32 29.33533(N)    076 56 30.69445(W)     ADJUSTED  
 GV4911* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 GV4911  ___________________________________________________________________
 GV4911  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GV4911  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 GV4911
 GV4911  HORZ ORDER  -  THIRD
 GV4911
 GV4911.The horizontal coordinates were established by classical geodetic methods
 GV4911.and adjusted by the National Geodetic Survey in November 1994..
 GV4911
 GV4911.The orthometric height was scaled from a topographic map.
 GV4911
 GV4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4911
 GV4911.The geoid height was determined by GEOID03.
 GV4911
 GV4911;                    North         East     Units Scale Factor Converg.
 GV4911;SPC VA S     - 1,135,211.305 3,637,689.867   MT  0.99995000   +0 56 44.4
 GV4911;SPC VA S     - 3,724,439.09 11,934,654.17   sFT  0.99995000   +0 56 44.4
 GV4911;UTM  18      - 4,156,715.302   328,445.348   MT  0.99996253   -1 11 00.7
 GV4911
 GV4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4911!SPC VA S     -   1.00000261  x   0.99995000  =   0.99995261
 GV4911!UTM  18      -   1.00000261  x   0.99996253  =   0.99996514
 GV4911
 GV4911|---------------------------------------------------------------------|
 GV4911| PID    Reference Object                     Distance      Geod. Az  |
 GV4911|                                                           dddmmss.s |
 GV4911| DC9090 CHESTNUT RM 1                         2.260 METERS 06653     |
 GV4911| DC9091 CHESTNUT RM 2                         3.997 METERS 16708     |
 GV4911| GV4961 MORGAN                              APPROX. 0.7 KM 2013341.5 |
 GV4911| GV4947 ISO                                 APPROX. 0.5 KM 2283829.8 |
 GV4911|---------------------------------------------------------------------|
 GV4911
 GV4911                          SUPERSEDED SURVEY CONTROL
 GV4911
 GV4911  NAD 83(1986)-  37 32 29.33665(N)    076 56 30.71001(W) AD(       ) 3
 GV4911  NAD 27      -  37 32 28.81800(N)    076 56 31.83700(W) AD(       ) 3
 GV4911
 GV4911.Superseded values are not recommended for survey control.
 GV4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4911.See file dsdata.txt to determine how the superseded data were derived.
 GV4911
 GV4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2844556715(NAD 83)
 GV4911_MARKER: P = PIPE CAP
 GV4911_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4911
 GV4911  HISTORY     - Date     Condition        Report By
 GV4911  HISTORY     - 1912     MONUMENTED       CGS
 GV4911  HISTORY     - 1944     GOOD             CGS
 GV4911  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4911  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4911  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4911
 GV4911                          STATION DESCRIPTION
 GV4911
 GV4911'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4911'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4911'ABOUT 100 METERS ABOVE THE CHESTNUT GROVE LANDING, AT THE FOOT
 GV4911'OF HIGH BLUFF AND WOODED BANK ON SANDY BEACH ABOUT 2 METERS
 GV4911'OUTSIDE OF HIGH-WATER LINE.
 GV4911'
 GV4911'STATION IS MARKED BY A 4-INCH IRON PIPE FILLED WITH AND SET
 GV4911'IN CEMENT, AND STANDING 6 INCHES ABOVE THE SURFACE OF HARD SAND,
 GV4911'BEARING THE REGULATION BRASS CAP.
 GV4911'
 GV4911'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON A LIVE OAK
 GV4911'STUMP 7 INCHES IN DIAMETER, DISTANT 2.260 METERS ON A LINE
 GV4911'225 DEG 19 MIN 30 SEC TO RIGHT OF LINE TO STATION MORGAN.
 GV4911'
 GV4911'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON A 3-INCH
 GV4911'LIVE-OAK STUMP, DISTANT 3.997 METERS ON A LINE 325 DEG 34 MIN
 GV4911'22 SEC TO RIGHT OF LINE TO STATION MORGAN.
 GV4911
 GV4911                          STATION RECOVERY (1944)
 GV4911
 GV4911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4911'STATION WAS RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 GV4911'DISCREPANCIES--
 GV4911'
 GV4911'1.  BANK AND SHORE HAVE WASHED OUT.  STATION, WHICH PROJECTS 18
 GV4911'INCHES AT LOW TIDE, PROJECTS 4 INCHES AT HIGH TIDE.
 GV4911'
 GV4911'2.  BOTH REFERENCE MARKS ARE GONE.
 GV4911'
 GV4911'3.  TREES HAVE FALLEN ALONG RIVER BANK AND BRUSHING HAD TO BE
 GV4911'DONE TO SEE OUT.
 GV4911'
 GV4911'THE STATION IS IN GOOD CONDITION.
 GV4911
 GV4911                          STATION RECOVERY (2000)
 GV4911
 GV4911'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4911'MARK NOT FOUND.
 GV4911
 GV4911                          STATION RECOVERY (2001)
 GV4911
 GV4911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4911
 GV4911                          STATION RECOVERY (2005)
 GV4911
 GV4911'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9413 ***********************************************************************
 AA9413  DESIGNATION -  CHESTNUT
 AA9413  PID         -  AA9413
 AA9413  STATE/COUNTY-  VA/PATRICK
 AA9413  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9413
 AA9413                         *CURRENT SURVEY CONTROL
 AA9413  ___________________________________________________________________
 AA9413* NAD 83(1993)-  36 40 00.67159(N)    080 24 55.62662(W)     ADJUSTED  
 AA9413* NAVD 88     -       832.3    (meters)    2731.     (feet)  GPS OBS   
 AA9413  ___________________________________________________________________
 AA9413  X           -     852,960.453 (meters)                     COMP
 AA9413  Y           -  -5,051,289.211 (meters)                     COMP
 AA9413  Z           -   3,788,280.203 (meters)                     COMP
 AA9413  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA9413  ELLIP HEIGHT-         800.05  (meters)          (05/17/02) GPS OBS
 AA9413  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 AA9413
 AA9413  HORZ ORDER  -  FIRST
 AA9413  ELLP ORDER  -  FOURTH    CLASS II
 AA9413
 AA9413.The horizontal coordinates were established by GPS observations
 AA9413.and adjusted by the National Geodetic Survey in December 1995..
 AA9413
 AA9413.The orthometric height was determined by GPS observations and a
 AA9413.high-resolution geoid model.
 AA9413
 AA9413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9413
 AA9413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9413
 AA9413.The ellipsoidal height was determined by GPS observations
 AA9413.and is referenced to NAD 83.
 AA9413
 AA9413.The geoid height was determined by GEOID03.
 AA9413
 AA9413;                    North         East     Units Scale Factor Converg.
 AA9413;SPC VA S     - 1,038,749.567 3,328,769.869   MT  1.00001962   -1 09 45.1
 AA9413;SPC VA S     - 3,407,964.20 10,921,139.15   sFT  1.00001962   -1 09 45.1
 AA9413;UTM  17      - 4,058,075.481   552,237.088   MT  0.99963362   +0 20 56.7
 AA9413
 AA9413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9413!SPC VA S     -   0.99987446  x   1.00001962  =   0.99989408
 AA9413!UTM  17      -   0.99987446  x   0.99963362  =   0.99950812
 AA9413
 AA9413                          SUPERSEDED SURVEY CONTROL
 AA9413
 AA9413  ELLIP H (12/05/95)  800.14   (m)                       GP(       ) 4 2
 AA9413
 AA9413.Superseded values are not recommended for survey control.
 AA9413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9413.See file dsdata.txt to determine how the superseded data were derived.
 AA9413
 AA9413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5223758075(NAD 83)
 AA9413_MARKER: DD = SURVEY DISK
 AA9413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9413_STAMPING: 1280 CHESTNUT VA LS 1718 1995
 AA9413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9413+STABILITY: SURFACE MOTION
 AA9413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9413+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9413
 AA9413  HISTORY     - Date     Condition        Report By
 AA9413  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9413
 AA9413                          STATION DESCRIPTION
 AA9413
 AA9413'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9413'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON PRIMLAND
 AA9413'PROPERTY ABOUT 3.0 MILES NORTHEAST OF THE TOWN OF KIBLER.  TO REACH
 AA9413'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE
 AA9413'610 PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO
 AA9413'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9413'BUSTED ROCK ROAD A DISTANCE OF 2.2 MILES TO ITS INTERSECTION WITH
 AA9413'CHESTNUT RIDGE ROAD.  TURN RIGHT AND PROCEED NORTHWEST ALONG CHESTNUT
 AA9413'RIDGE ROAD A DISTANCE OF 0.7 MILE TO THE END OF ROAD. HIKE NORTH,
 AA9413'DOWNHILL FROM END OF ROAD AN APPROXIMATE DISTANCE OF 100 FEET ALONG
 AA9413'FOOTPATH TO THE STATION ON THE RIGHT. OBTAIN PERMISSION TO CROSS
 AA9413'PRIMLAND FROM LARRY MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA 24076,
 AA9413'TELEPHONE NUMBER (703) 251-8018, EXTENSION 243.  THE STATION IS A
 AA9413'STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE
 AA9413'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED 1280 CHESTNUT VA
 AA9413'LS 1718 1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9413'MAGNETIC NORTH)(1) 19.5 FEET AZIMUTH 39 DEGREES TO A NUMBER 5 REBAR IN
 AA9413'CONCRETE WITH A YELLOW GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND , (2)
 AA9413'18.5 FEET AZIMUTH 134 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9413'GEOMETRICS CAP, (3) 24.5 FEET AZIMUTH 208 DEGREES TO A NUMBER 5 REBAR
 AA9413'IN CONCRETE WITH A YELLOW GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND,
 AA9413'(4)63.5 FEET AZIMUTH 330 DEGREES TO A CUT STONE BOUNDARY MONUMENT WITH
 AA9413'DRILL HOLE, AND (5)4.0 FEET SOUTHWEST FROM A WHITE CARSONITE WITNESS
 AA9413'POST.  THE STATION IS INTERVISIBLE WITH STATION 1290 WILDCAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5570 ***********************************************************************
 HV5570  DESIGNATION -  CHESTNUT 1958
 HV5570  PID         -  HV5570
 HV5570  STATE/COUNTY-  VA/FAUQUIER
 HV5570  USGS QUAD   -  MIDDLEBURG (1981)
 HV5570
 HV5570                         *CURRENT SURVEY CONTROL
 HV5570  ___________________________________________________________________
 HV5570* NAD 83(1993)-  38 53 09.06309(N)    077 40 57.31097(W)     ADJUSTED  
 HV5570* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 HV5570  ___________________________________________________________________
 HV5570  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 HV5570  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV5570
 HV5570  HORZ ORDER  -  THIRD
 HV5570
 HV5570.The horizontal coordinates were established by classical geodetic methods
 HV5570.and adjusted by the National Geodetic Survey in November 1994..
 HV5570
 HV5570.The orthometric height was scaled from a topographic map.
 HV5570
 HV5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5570
 HV5570.The geoid height was determined by GEOID03.
 HV5570
 HV5570;                    North         East     Units Scale Factor Converg.
 HV5570;SPC VA N     - 2,135,645.211 3,570,919.414   MT  0.99995932   +0 30 36.6
 HV5570;SPC VA N     - 7,006,696.00 11,715,591.44   sFT  0.99995932   +0 30 36.6
 HV5570;UTM  18      - 4,307,530.349   267,319.174   MT  1.00026672   -1 41 05.3
 HV5570
 HV5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5570!SPC VA N     -   0.99994640  x   0.99995932  =   0.99990572
 HV5570!UTM  18      -   0.99994640  x   1.00026672  =   1.00021310
 HV5570
 HV5570                          SUPERSEDED SURVEY CONTROL
 HV5570
 HV5570  NAD 83(1993)-  38 53 09.06315(N)    077 40 57.31977(W) AD(       ) 3
 HV5570  NAD 83(1986)-  38 53 09.06332(N)    077 40 57.32178(W) AD(       ) 3
 HV5570  NAD 27      -  38 53 08.65772(N)    077 40 58.34791(W) AD(       ) 3
 HV5570
 HV5570.Superseded values are not recommended for survey control.
 HV5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5570.See file dsdata.txt to determine how the superseded data were derived.
 HV5570
 HV5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6731907530(NAD 83)
 HV5570_MARKER: DT = TOPOGRAPHIC STATION DISK
 HV5570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV5570_SP_SET: METAL PIPE IMBEDDED IN GROUND
 HV5570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5570
 HV5570  HISTORY     - Date     Condition        Report By
 HV5570  HISTORY     - 1958     MONUMENTED       CGS
 HV5570
 HV5570                          STATION DESCRIPTION
 HV5570
 HV5570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5570'STATION IS APPROXIMATELY 5.8 MILES NORTHWEST OF HAYMARKET,
 HV5570'0.75 MILE SOUTHEAST OF JACKSON HOLLOW AND NEAR THE NORTHERN
 HV5570'END OF A TIMBERED SUMMIT ALONG RIDGE OF BULL RUN MOUNTAINS.
 HV5570'
 HV5570'STATION IS MARKED BY A STANDARD U.S. COAST AND GEODETIC SURVEY
 HV5570'TOPOGRAPHIC DISK STAMPED CHESTNUT 1958, SET IN A 3 INCH IRON
 HV5570'PIPE WHICH PROJECTS 6 INCHES.  A TARGET WAS ERECTED OVER THE
 HV5570'MARK AND WAS THE POINT OBSERVED ON.
 HV5570'
 HV5570'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 15 AT
 HV5570'GILBERTS CORNER, GO SOUTH ON U.S. HIGHWAY 15 FOR 4.8 MILES TO
 HV5570'CROSSROAD JUNCTION WITH COUNTY ROUTE 701, TURN RIGHT AND
 HV5570'GO WEST FOR 1.55 MILES TO T-JUNCTION (COUNTY ROUTE 600),
 HV5570'TURN LEFT AND FOLLOW COUNTY ROUTE 600 SOUTHWESTERLY FOR 2.65
 HV5570'MILES TO A WOODS ROAD LEADING RIGHT, TURN RIGHT AND FOLLOW
 HV5570'WOODS ROAD NORTHWEST FOR 0.3 MILE TO A T-ROAD RIGHT, TURN
 HV5570'RIGHT AND GO UPHILL FOR 0.1 MILE TO FORKS, KEEP LEFT FORK AND
 HV5570'GO 0.25 MILE TO FORKS, KEEP LEFT FORK AND GO 0.05 MILE TO
 HV5570'FORKS, KEEP LEFT FORK AND GO 0.15 MILE TO END OF TRUCK
 HV5570'TRAVEL AT END OF ROAD.  PACK NORTH ALONG RIDGE FOR
 HV5570'APPROXIMATELY 0.25 MILES TO TOP OF RIDGE AND THE STATION
 HV5570'BENEATH A LARGE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2489 ***********************************************************************
 FY2489  DESIGNATION -  CHESTNUT KNOB LOOKOUT TOWER
 FY2489  PID         -  FY2489
 FY2489  STATE/COUNTY-  VA/HENRY
 FY2489  USGS QUAD   -  PRICE (1982)
 FY2489
 FY2489                         *CURRENT SURVEY CONTROL
 FY2489  ___________________________________________________________________
 FY2489* NAD 83(1993)-  36 36 48.66112(N)    079 55 04.56736(W)     ADJUSTED  
 FY2489* NAVD 88     -                                                        
 FY2489  ___________________________________________________________________
 FY2489  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FY2489  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FY2489
 FY2489  HORZ ORDER  -  THIRD
 FY2489
 FY2489.The horizontal coordinates were established by classical geodetic methods
 FY2489.and adjusted by the National Geodetic Survey in September 1995..
 FY2489
 FY2489
 FY2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2489
 FY2489.The geoid height was determined by GEOID03.
 FY2489
 FY2489;                    North         East     Units Scale Factor Converg.
 FY2489;SPC VA S     - 1,032,046.093 3,373,152.085   MT  1.00003133   -0 51 38.1
 FY2489;SPC VA S     - 3,385,971.22 11,066,749.80   sFT  1.00003133   -0 51 38.1
 FY2489;UTM  17      - 4,052,544.948   596,764.618   MT  0.99971536   +0 38 43.5
 FY2489
 FY2489                          SUPERSEDED SURVEY CONTROL
 FY2489
 FY2489  NAD 83(1986)-  36 36 48.66606(N)    079 55 04.56731(W) AD(       ) 4
 FY2489  NAD 27      -  36 36 48.17343(N)    079 55 05.41607(W) AD(       ) 3
 FY2489
 FY2489.Superseded values are not recommended for survey control.
 FY2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2489.See file dsdata.txt to determine how the superseded data were derived.
 FY2489
 FY2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9676552545(NAD 83)
 FY2489_MARKER: 57 = LOOKOUT TOWER
 FY2489
 FY2489  HISTORY     - Date     Condition        Report By
 FY2489  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY2489
 FY2489                          STATION DESCRIPTION
 FY2489
 FY2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2489'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF MARTINSVILLE
 FY2489'AND ON THE SUMMIT OF CHESTNUT KNOB.
 FY2489'
 FY2489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 FY2489'SOUTH AND U.S. HIGHWAY 58 WEST, ABOUT 3.0 MILES SOUTHWEST
 FY2489'OF THE BUSINESS DISTRICT OF MARTINSVILLE, GO WEST ON U.S.
 FY2489'HIGHWAY 58 FOR 1.4 MILES TO A SIDE ROAD ON THE LEFT, TURN
 FY2489'LEFT ON COUNTY ROAD 876 AND GO 1.1 MILE TO THE JUNCTION OF
 FY2489'COUNTY ROAD 781, TURN LEFT AND GO 0.35 MILE TO A FORK, KEEP
 FY2489'RIGHT ON COUNTY ROUTE 781 FOR 1.5 MILE TO A T JUNCTION, TURN
 FY2489'RIGHT AND GO 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 FY2489'ON COUNTY ROAD 781 AND GO 0.5 MILE TO A SIDE ROAD ON THE
 FY2489'RIGHT, TURN RIGHT ON TRACK ROAD FOR 0.25 MILE TO THE
 FY2489'STATION.
 FY2489'
 FY2489'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS
 FY2489'ENCLOSE CAB, COLORED GRAY AND IS ABOUT 100 FEET HIGH.  THE
 FY2489'TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3404 ***********************************************************************
 GX3404  DESIGNATION -  CHESTNUT MOUNTAIN FIRE TOWER
 GX3404  PID         -  GX3404
 GX3404  STATE/COUNTY-  VA/TAZEWELL
 GX3404  USGS QUAD   -  HUTCHINSON ROCK (1976)
 GX3404
 GX3404                         *CURRENT SURVEY CONTROL
 GX3404  ___________________________________________________________________
 GX3404* NAD 83(1993)-  37 03 28.25809(N)    081 23 57.62420(W)     ADJUSTED  
 GX3404* NAVD 88     -                                                        
 GX3404  ___________________________________________________________________
 GX3404  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GX3404  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GX3404
 GX3404  HORZ ORDER  -  THIRD
 GX3404
 GX3404.The horizontal coordinates were established by classical geodetic methods
 GX3404.and adjusted by the National Geodetic Survey in December 1995..
 GX3404
 GX3404
 GX3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3404
 GX3404.The geoid height was determined by GEOID03.
 GX3404
 GX3404;                    North         East     Units Scale Factor Converg.
 GX3404;SPC VA S     - 1,084,362.153 3,242,171.412   MT  0.99995992   -1 45 34.9
 GX3404;SPC VA S     - 3,557,611.50 10,637,024.04   sFT  0.99995992   -1 45 34.9
 GX3404;UTM  17      - 4,101,364.395   464,495.149   MT  0.99961553   -0 14 26.4
 GX3404
 GX3404                          SUPERSEDED SURVEY CONTROL
 GX3404
 GX3404  NAD 83(1993)-  37 03 28.25833(N)    081 23 57.62321(W) AD(       ) 4
 GX3404  NAD 83(1986)-  37 03 28.26362(N)    081 23 57.62527(W) AD(       ) 4
 GX3404  NAD 27      -  37 03 27.83797(N)    081 23 58.24245(W) AD(       ) 3
 GX3404
 GX3404.Superseded values are not recommended for survey control.
 GX3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3404.See file dsdata.txt to determine how the superseded data were derived.
 GX3404
 GX3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6449501364(NAD 83)
 GX3404_MARKER: DD = SURVEY DISK
 GX3404_SETTING: 0 = UNSPECIFIED SETTING
 GX3404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3404
 GX3404  HISTORY     - Date     Condition        Report By
 GX3404  HISTORY     - 1934     MONUMENTED       CGS
 GX3404
 GX3404                          STATION DESCRIPTION
 GX3404
 GX3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GX3404'U.S.G.S. STATION MARK STAMPED CHESTNUT 1934, AND IS UNDER
 GX3404'CENTER OF FIRE TOWER.  (IT IS 97.18 FEET FROM REFERENCE
 GX3404'MARK NO. 1).
 GX3404'
 GX3404'TO REACH STATION CHESTNUT FROM BURKES GARDEN POST OFFICE, GO SW ON
 GX3404'DIRT ROAD FOR 4.5 MILES TO GAP, TAKE RIGHT FORK THROUGH
 GX3404'WOODS UPHILL THROUGH FOUR GATES FOR 1.8 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4711 ***********************************************************************
 GV4711  DESIGNATION -  CHICKAHOMINY
 GV4711  PID         -  GV4711
 GV4711  STATE/COUNTY-  VA/JAMES CITY
 GV4711  USGS QUAD   -  NORGE (1984)
 GV4711
 GV4711                         *CURRENT SURVEY CONTROL
 GV4711  ___________________________________________________________________
 GV4711* NAD 83(1993)-  37 21 16.28869(N)    076 49 01.03548(W)     ADJUSTED  
 GV4711* NAVD 88     -        39.2    (meters)     129.     (feet)  VERTCON   
 GV4711  ___________________________________________________________________
 GV4711  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GV4711  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 GV4711
 GV4711  HORZ ORDER  -  FIRST
 GV4711
 GV4711.The horizontal coordinates were established by classical geodetic methods
 GV4711.and adjusted by the National Geodetic Survey in September 1995..
 GV4711
 GV4711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4711
 GV4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4711
 GV4711.The geoid height was determined by GEOID03.
 GV4711
 GV4711;                    North         East     Units Scale Factor Converg.
 GV4711;SPC VA S     - 1,114,655.519 3,649,096.269   MT  0.99994543   +1 01 17.3
 GV4711;SPC VA S     - 3,656,998.98 11,972,076.68   sFT  0.99994543   +1 01 17.3
 GV4711;UTM  18      - 4,135,750.537   339,081.042   MT  0.99991898   -1 06 09.6
 GV4711
 GV4711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4711!SPC VA S     -   0.99999933  x   0.99994543  =   0.99994476
 GV4711!UTM  18      -   0.99999933  x   0.99991898  =   0.99991831
 GV4711
 GV4711:                Primary Azimuth Mark                     Grid Az
 GV4711:SPC VA S     -  CHICKAHOMINY AZ MK 2                     044 17 34.8
 GV4711:UTM  18      -  CHICKAHOMINY AZ MK 2                     046 25 01.7
 GV4711
 GV4711|---------------------------------------------------------------------|
 GV4711| PID    Reference Object                     Distance      Geod. Az  |
 GV4711|                                                           dddmmss.s |
 GV4711| DC9092 CHICKAHOMINY AZ MK 2                               0451852.1 |
 GV4711| DC9093 CHICKAHOMINY RM 1                    28.960 METERS 13709     |
 GV4711| GV4710 NEAR STA CHICK                       37.121 METERS 20220     |
 GV4711| DC9095 CHICKAHOMINY RM 3                    23.002 METERS 22218     |
 GV4711| DC9094 CHICKAHOMINY RM 2                    48.203 METERS 22407     |
 GV4711| GV4691 JAMES CITY LOOKOUT TOWER            APPROX. 9.0 KM 3512905.9 |
 GV4711|---------------------------------------------------------------------|
 GV4711
 GV4711                          SUPERSEDED SURVEY CONTROL
 GV4711
 GV4711  NAD 83(1993)-  37 21 16.29115(N)    076 49 01.04039(W) AD(       ) 1
 GV4711  NAD 83(1986)-  37 21 16.29631(N)    076 49 01.05895(W) AD(       ) 1
 GV4711  NAD 27      -  37 21 15.77340(N)    076 49 02.21190(W) AD(       ) 1
 GV4711  NGVD 29 (07/19/86)   39.5    (m)          130.     (f) VERT ANG       
 GV4711
 GV4711.Superseded values are not recommended for survey control.
 GV4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4711.See file dsdata.txt to determine how the superseded data were derived.
 GV4711
 GV4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3908135751(NAD 83)
 GV4711_MARKER: DS = TRIANGULATION STATION DISK
 GV4711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4711+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV4711
 GV4711  HISTORY     - Date     Condition        Report By
 GV4711  HISTORY     - 1942     MONUMENTED       CGS
 GV4711  HISTORY     - 1943     GOOD             CGS
 GV4711  HISTORY     - 1951     GOOD             CGS
 GV4711  HISTORY     - 1958     GOOD             CGS
 GV4711  HISTORY     - 19971018 GOOD             USPSQD
 GV4711  HISTORY     - 20021217 GOOD             USPSQD
 GV4711
 GV4711                          STATION DESCRIPTION
 GV4711
 GV4711'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4711'THE STATION IS ABOUT 2 MILES S OF TOANO, ON THE PROPERTY OF
 GV4711'CHICKAHOMINY CHURCH.  IT IS 43 FEET E OF THE E SIDE OF THE
 GV4711'CHURCH, 21 FEET S OF A 12-INCH WALNUT TREE WHICH HAS A 6-INCH
 GV4711'CONCRETE CURB AROUND IT, AND 40 FEET NW OF THE CENTER LINE OF
 GV4711'COUNTY ROAD 610.  THE MARK IS FLUSH WITH THE GROUND AND IS
 GV4711'STAMPED CHICKAHOMINY 1942.
 GV4711'
 GV4711'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV4711'BRONZE DISKS SET IN CONCRETE.
 GV4711'
 GV4711'REFERENCE MARK NO. 1 IS ON THE PROPERTY OF RICHARD WATKINS,
 GV4711'37 FEET SE OF THE CENTER LINE OF COUNTY ROAD 610, AND 15 FEET
 GV4711'N OF THE CENTER OF A GRADED DIRT ROAD.  THE MARK PROJECTS
 GV4711'6 INCHES AND IS STAMPED CHICKAHOMINY NO. 1 1942.
 GV4711'
 GV4711'REFERENCE MARK NO. 2 IS 20 FEET S OF THE CENTER OF COUNTY
 GV4711'ROAD 603, 15 FEET E OF A 4-FOOT OAK TREE.  THE DISK IS STAMPED
 GV4711'CHICKAHOMINY NO. 2 1942 AND PROJECTS ABOUT 6 INCHES.
 GV4711'
 GV4711'THE AZIMUTH MARK IS SW OF THE STATION ON THE PROPERTY OF
 GV4711'HARTMAN JONES.  IT IS ABOUT 100 YARDS E OF HIS HOUSE, 6 FEET
 GV4711'W OF A FENCE LINE, AND IS IN A CULTIVATED FIELD.  THE MARK
 GV4711'PROJECTS ABOUT 8 INCHES AND IS STAMPED CHICKAHOMINY 1942.
 GV4711'
 GV4711'TO REACH THE STATION FROM THE POST OFFICE IN TOANO GO E ON
 GV4711'U.S. HIGHWAY 60 FOR 0.05 MILE TO COUNTY ROAD 610, TURN RIGHT
 GV4711'AND GO 0.95 MILE TO THE END OF PAVEMENT, THENCE STRAIGHT AHEAD
 GV4711'ON DIRT ROAD FOR 1.05 MILES TO THE JUNCTION OF COUNTY ROADS 610
 GV4711'AND 603.  THE CHICKAHOMINY CHURCH IS ON THE RIGHT AND STATION
 GV4711'IS AS DESCRIBED.  THE AZIMUTH MARK IS REACHED FROM THE STATION
 GV4711'BY GOING SW ABOUT 100 YARDS TO A COLORED SCHOOLHOUSE AND GRADED
 GV4711'DIRT ROAD JUST E OF SCHOOLHOUSE.  GO S ON DIRT ROAD FOR 0.25
 GV4711'MILE TO HARTMAN JONES HOME AND MARK.
 GV4711'
 GV4711'A TRAVERSE CONNECTION WAS MADE TO U.S. GEOLOGICAL SURVEY BENCH
 GV4711'MARK.  IT IS A STANDARD U.S.G.S. BENCH MARK CAP SET ON TOP OF
 GV4711'AN IRON PIPE PROJECTING 2-1/2 FEET.  IT IS 65 FEET S OF THE
 GV4711'FRONT DOOR OF THE CHICKAHOMINY CHURCH, 32 FEET SW OF THE
 GV4711'JUNCTION OF COUNTY ROADS 610 AND 603.  THIS IRON PIPE HAS BEEN
 GV4711'DAMAGED AND IS NOT VERY FIRM IN THE GROUND.
 GV4711'
 GV4711'A 90-FOOT TOWER IS NEEDED TO SEE ALL LINES FROM THIS STATION.
 GV4711'
 GV4711'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV4711
 GV4711                          STATION RECOVERY (1943)
 GV4711
 GV4711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV4711'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 GV4711
 GV4711                          STATION RECOVERY (1951)
 GV4711
 GV4711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4711'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GV4711'THE FOLLOWING DISCREPENCIES WERE NOTED IN THE ORIGINAL
 GV4711'DESCRIPTION--
 GV4711'
 GV4711'STATION IS 47 FEET E OF THE E SIDE OF CHURCH AND 22 FEET
 GV4711'S OF A 12-INCH WALNUT TREE INSTEAD OF 43 FEET E OF E SIDE
 GV4711'OF CHURCH AND 21 FEET S OF A 12-INCH WALNUT TREE.
 GV4711'
 GV4711'STATION IS 47 FEET NW OF CENTER LINE OF COUNTY ROAD 610
 GV4711'INSTEAD OF 40 FEET.
 GV4711'
 GV4711'REFERENCE MARK 1 IS 47 FEET SE OF THE CENTER LINE OF COUNTY
 GV4711'ROAD 610 INSTEAD OF 37 FEET.
 GV4711
 GV4711                          STATION RECOVERY (1958)
 GV4711
 GV4711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4711'STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 GV4711'CONDITION.  REFERENCE MARK NO 2 AND THE AZIMUTH MARK HAD
 GV4711'BEEN DESTROYED.  SO A REFERENCE MARK NO 3 AND A NEW AZIMUTH
 GV4711'MARK WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV4711'
 GV4711'STATION IS ABOUT 2 MILES SOUTH OF TOANO, ON THE PROPERTY
 GV4711'OF THE CHICKAHOMINY CHURCH.  IT IS 63 FEET NORTHEAST OF
 GV4711'THE SOUTHEAST CORNER OF THE CHURCH, 53 FEET SOUTHEAST OF
 GV4711'THE NORTHEAST CORNER OF THE CHURCH AND 48 FEET NORTHWEST OF
 GV4711'THE CENTERLINE OF STATE ROUTE 631.  THE MONUMENT IS FLUSH
 GV4711'WITH THE SURFACE AND THE DISK IS STAMPED CHICKAHOMINY 1942.
 GV4711'
 GV4711'REFERENCE MARK NO 1 IS 95 FEET EAST OF THE INTERSECTION
 GV4711'OF STATE ROUTES 631 AND 632, 47 FEET SOUTH OF THE CENTERLINE
 GV4711'OF STATE ROUTE 631 AND 18 FEET NORTHEAST OF THE CENTERLINE
 GV4711'OF A DIRT ROAD.  THE MONUMENT IS FLUSH WITH THE SURFACE
 GV4711'AND THE DISK IS STAMPED CHICKAHOMINY NO 1 1942.
 GV4711'
 GV4711'REFERENCE MARK NO 3 IS 52 FEET NORTH OF THE INTERSECTION
 GV4711'OF STATE ROUTE 631 AND 632, 26 FEET EAST OF THE SOUTHWEST
 GV4711'CORNER OF THE CHURCH AND 12 FEET SOUTHEAST OF THE SOUTHEAST
 GV4711'CORNER OF THE CHURCH.  THE MONUMENT IS FLUSH WITH THE SURFACE
 GV4711'AND THE DISK IS STAMPED CHICKAHOMINY NO 3 1942 1958.
 GV4711'
 GV4711'AZIMUTH MARK IS 60 FEET NORTH-NORTHEAST OF A POWERLINE POLE,
 GV4711'28 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 631 AND 18
 GV4711'INCHES WEST OF A WITNESS SIGN.  THE MONUMENT IS FLUSH AND
 GV4711'THE DISK IS STAMPED CHICKAHOMINY 1942 1958.
 GV4711'
 GV4711'TO REACH THE STATION AND AZIMUTH FROM THE U.S. POST OFFICE IN
 GV4711'TOANO, GO EAST ON U.S. HIGHWAY 60 FOR 0.05 MILE TO A SIDE ROAD
 GV4711'RIGHT, STATE ROUTE 631, TURN RIGHT AND GO 1.8 MILES TO THE
 GV4711'AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.2 MILE TO
 GV4711'THE INTERSECTION OF STATE ROUTES 631 AND 632.  THE CHICKAHOMINY
 GV4711'CHURCH IS ON THE RIGHT AND THE STATION AS DESCRIBED.
 GV4711'
 GV4711'THE U.S. GEOLOGICAL SURVEY BENCH MARK MENTIONED IN THE ORIGINAL
 GV4711'DESCRIPTION HAS BEEN DESTROYED.
 GV4711
 GV4711                          STATION RECOVERY (1997)
 GV4711
 GV4711'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4711'RECOVERED IN GOOD CONDITION.
 GV4711
 GV4711                          STATION RECOVERY (2002)
 GV4711
 GV4711'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4711'STATION AND RM 3 FOUND IN GOOD CONDITION. RM 1 AND AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1154 ***********************************************************************
 FZ1154  DESIGNATION -  CHILHOWIE
 FZ1154  PID         -  FZ1154
 FZ1154  STATE/COUNTY-  VA/SMYTH
 FZ1154  USGS QUAD   -  CHILHOWIE (1978)
 FZ1154
 FZ1154                         *CURRENT SURVEY CONTROL
 FZ1154  ___________________________________________________________________
 FZ1154* NAD 83(1993)-  36 48 44.06254(N)    081 40 52.56292(W)     ADJUSTED  
 FZ1154* NAVD 88     -       686.780  (meters)    2253.21   (feet)  ADJUSTED  
 FZ1154  ___________________________________________________________________
 FZ1154  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FZ1154  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ1154  DYNAMIC HT  -         686.151 (meters)    2251.15  (feet)  COMP
 FZ1154  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FZ1154
 FZ1154  HORZ ORDER  -  SECOND
 FZ1154  VERT ORDER  -  FIRST     CLASS II
 FZ1154
 FZ1154.The horizontal coordinates were established by classical geodetic methods
 FZ1154.and adjusted by the National Geodetic Survey in September 1995..
 FZ1154
 FZ1154.The orthometric height was determined by differential leveling
 FZ1154.and adjusted by the National Geodetic Survey in June 1991..
 FZ1154
 FZ1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1154
 FZ1154.The geoid height was determined by GEOID03.
 FZ1154
 FZ1154.The dynamic height is computed by dividing the NAVD 88
 FZ1154.geopotential number by the normal gravity value computed on the
 FZ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1154.degrees latitude (g = 980.6199 gals.).
 FZ1154
 FZ1154.The modeled gravity was interpolated from observed gravity values.
 FZ1154
 FZ1154;                    North         East     Units Scale Factor Converg.
 FZ1154;SPC VA S     - 1,057,928.823 3,216,191.298   MT  0.99999204   -1 55 50.8
 FZ1154;SPC VA S     - 3,470,888.15 10,551,787.62   sFT  0.99999204   -1 55 50.8
 FZ1154;UTM  17      - 4,074,260.301   439,234.371   MT  0.99964549   -0 24 29.6
 FZ1154
 FZ1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1154!SPC VA S     -   0.99989708  x   0.99999204  =   0.99988912
 FZ1154!UTM  17      -   0.99989708  x   0.99964549  =   0.99954260
 FZ1154
 FZ1154:                Primary Azimuth Mark                     Grid Az
 FZ1154:SPC VA S     -  QUEBEC LOOKOUT TOWER                     107 22 07.8
 FZ1154:UTM  17      -  QUEBEC LOOKOUT TOWER                     105 50 46.6
 FZ1154
 FZ1154|---------------------------------------------------------------------|
 FZ1154| PID    Reference Object                     Distance      Geod. Az  |
 FZ1154|                                                           dddmmss.s |
 FZ1154| FZ2152 QUEBEC LOOKOUT TOWER                APPROX.14.7 KM 1052617.0 |
 FZ1154| FZ1152 CHILHOWIE AZ MK                                    1524524.6 |
 FZ1154| FZ1153 CHILHOWIE RM 1                       19.182 METERS 21753     |
 FZ1154| FZ1155 CHILHOWIE RM 2                       19.854 METERS 30216     |
 FZ1154|---------------------------------------------------------------------|
 FZ1154
 FZ1154                          SUPERSEDED SURVEY CONTROL
 FZ1154
 FZ1154  NAD 83(1986)-  36 48 44.07536(N)    081 40 52.56418(W) AD(       ) 2
 FZ1154  NAD 27      -  36 48 43.66536(N)    081 40 53.12806(W) AD(       ) 2
 FZ1154  NGVD 29 (??/??/92)  686.892  (m)         2253.58   (f) ADJ UNCH    1 2
 FZ1154
 FZ1154.Superseded values are not recommended for survey control.
 FZ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1154.See file dsdata.txt to determine how the superseded data were derived.
 FZ1154
 FZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3923474260(NAD 83)
 FZ1154_MARKER: DS = TRIANGULATION STATION DISK
 FZ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1154_STAMPING: CHILHOWIE 1958
 FZ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1154+STABILITY: SURFACE MOTION
 FZ1154
 FZ1154  HISTORY     - Date     Condition        Report By
 FZ1154  HISTORY     - 1958     MONUMENTED       CGS
 FZ1154  HISTORY     - 1959     GOOD             NGS
 FZ1154
 FZ1154                          STATION DESCRIPTION
 FZ1154
 FZ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1154'STATION IS LOCATED ABOUT 0.6 MILE NORTHWEST OF CHILHOWIE AND
 FZ1154'ON THE PROPERTY OF MRS. LINA DONLEY.
 FZ1154'
 FZ1154'STATION, STAMPED CHILHOWIE 1958, IS SET FLUSH WITH THE SURFACE
 FZ1154'OF THE GROUND.  IT IS 66 FEET NORTHEAST OF A FENCE CORNER
 FZ1154'POST, 63 FEET NORTHEAST OF A C AND GS SIGN, 49 FEET EAST
 FZ1154'OF A NORTH-SOUTH FENCE AND AT THE SOUTH END OF A BARE NORTH-SOUTH
 FZ1154'RIDGE.
 FZ1154'
 FZ1154'R.M. 1, STAMPED CHILHOWIE NO 1 1958, IS SET FLUSH WITH THE
 FZ1154'SURFACE OF THE GROUND.  IT IS 1 FOOT EAST OF THE FENCE, 2
 FZ1154'FEET SOUTH-SOUTHEAST OF A C AND GS SIGN, 2 FEET NORTH-NORTHEAST
 FZ1154'OF A FENCE CORNER POST AND IS ABOUT 3 FEET BELOW THE ELEVATION
 FZ1154'OF THE STATION.
 FZ1154'
 FZ1154'R.M. 2, STAMPED CHILHOWIE NO 2 1958, IS SET FLUSH WITH THE
 FZ1154'SURFACE OF THE GROUND.  IT IS 85 FEET NORTH OF A C AND GS
 FZ1154'SIGN, 88 FEET NORTH OF A FENCE CORNER POST, 6 INCHES EAST
 FZ1154'OF THE FENCE AND ABOUT 6 FEET BELOW THE ELEVATION OF THE
 FZ1154'STATION.
 FZ1154'
 FZ1154'AZIMUTH MARK, STAMPED CHILHOWIE 1958, IS CEMENTED IN A DRILL
 FZ1154'HOLE AT THE SOUTHEAST END OF A LARGE CONCRETE SLAB.  IT IS
 FZ1154'4 FEET NORTHEAST OF THE EAST CORNER OF A BRICK GARAGE AND
 FZ1154'ACROSS THE DRIVEWAY FROM MR. BOHAMS HOME.
 FZ1154'
 FZ1154'TO REACH THE STATION FROM THE TOWN HALL IN CHILHOWIE, GO
 FZ1154'EASTERLY ON U.S. HIGHWAY 11 FOR 0.45 MILE.  TURN LEFT ON
 FZ1154'OLD STAGE ROAD FOR 0.2 MILE.  CONTINUE STRAIGHT AHEAD FOR
 FZ1154'ABOUT 100 YARDS TO A BRICK GARAGE ON THE LEFT AND THE AZIMUTH
 FZ1154'MARK.  GO THROUGH THE BARNYARD AND FOLLOW DIM ROAD UP THE DRAW
 FZ1154'FOR 0.4 MILE TO AN OLD BARN ON THE LEFT.  CONTINUE NORTHERLY
 FZ1154'UP THE HILL FOR 0.15 MILE TO A FENCE CORNER AND THE STATION.
 FZ1154'
 FZ1154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ1154
 FZ1154                          STATION RECOVERY (1959)
 FZ1154
 FZ1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ1154'1.3 MI N FROM CHILHOWIE.
 FZ1154'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE TOWN
 FZ1154'HALL AT CHILHOWIE, THENCE ABOUT 0.25 MILE NORTHWEST ALONG
 FZ1154'BONHAM AVENUE, THENCE ACROSS OLD STAGE ROAD AND NORTHWEST
 FZ1154'ABOUT 0.1 MILE ALONG A LANE THRU A BARNYARD, THENCE ABOUT 0.5
 FZ1154'MILE NORTH-NORTHWEST TO THE TOP OF SHOULDER OF HILL, ABOUT 130
 FZ1154'YARDS SOUTH OF THE HIGHEST POINT OF HILL, 65 FEET NORTHEAST
 FZ1154'OF A FENCE CORNER, 48 1/2 FEET EAST OF A WIRE FENCE, 62.9 FEET
 FZ1154'NORTHEAST OF R M 1, 65.3 FEET SOUTHEAST OF R M 2, AND SET IN
 FZ1154'TOP OF A CONCRETE POST 1 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1152 ***********************************************************************
 FZ1152  DESIGNATION -  CHILHOWIE AZ MK
 FZ1152  PID         -  FZ1152
 FZ1152  STATE/COUNTY-  VA/SMYTH
 FZ1152  USGS QUAD   -  CHILHOWIE (1978)
 FZ1152
 FZ1152                         *CURRENT SURVEY CONTROL
 FZ1152  ___________________________________________________________________
 FZ1152* NAD 83(1986)-  36 48 24.     (N)    081 40 40.     (W)     SCALED    
 FZ1152* NAVD 88     -       606.837  (meters)    1990.93   (feet)  ADJUSTED  
 FZ1152  ___________________________________________________________________
 FZ1152  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ1152  DYNAMIC HT  -         606.279 (meters)    1989.10  (feet)  COMP
 FZ1152  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 FZ1152
 FZ1152  VERT ORDER  -  FIRST     CLASS II
 FZ1152
 FZ1152.The horizontal coordinates were scaled from a topographic map and have
 FZ1152.an estimated accuracy of +/- 6 seconds.
 FZ1152
 FZ1152.The orthometric height was determined by differential leveling
 FZ1152.and adjusted by the National Geodetic Survey in June 1991..
 FZ1152
 FZ1152.The geoid height was determined by GEOID03.
 FZ1152
 FZ1152.The dynamic height is computed by dividing the NAVD 88
 FZ1152.geopotential number by the normal gravity value computed on the
 FZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1152.degrees latitude (g = 980.6199 gals.).
 FZ1152
 FZ1152.The modeled gravity was interpolated from observed gravity values.
 FZ1152
 FZ1152;                    North         East    Units  Estimated Accuracy
 FZ1152;SPC VA S     - 1,057,300.    3,216,480.      MT  (+/- 180 meters Scaled)
 FZ1152
 FZ1152                          SUPERSEDED SURVEY CONTROL
 FZ1152
 FZ1152  NGVD 29 (??/??/92)  606.943  (m)         1991.28   (f) ADJ UNCH    1 2
 FZ1152
 FZ1152.Superseded values are not recommended for survey control.
 FZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1152.See file dsdata.txt to determine how the superseded data were derived.
 FZ1152
 FZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA395736(NAD 83)
 FZ1152_MARKER: DZ = AZIMUTH MARK DISK
 FZ1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1152_SP_SET: CONCRETE SLAB
 FZ1152_STAMPING: CHILHOWIE 1958
 FZ1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1152
 FZ1152  HISTORY     - Date     Condition        Report By
 FZ1152  HISTORY     - 1958     MONUMENTED       CGS
 FZ1152  HISTORY     - 1959     GOOD             NGS
 FZ1152
 FZ1152                          STATION DESCRIPTION
 FZ1152
 FZ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1152'AT CHILHOWIE.
 FZ1152'AT CHILHOWIE, ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 11
 FZ1152'FROM THE TOWN HALL, THENCE ABOUT 0.25 MILE NORTHWEST ALONG
 FZ1152'BONHAM AVENUE, THENCE ABOUT 60 YARDS NORTHWEST AND ACROSS THE OLD
 FZ1152'STAGE ROAD ALONG A LANE TO A BRICK GARAGE BELONGING TO A LARGE
 FZ1152'TWO-STORY RED BRICK HOUSE, 4 FEET NORTHEAST OF THE EAST CORNER
 FZ1152'OF THE GARAGE, 9 FEET SOUTHWEST OF THE CENTER LINE OF LANE,
 FZ1152'AND SET IN TOP OF A CONCRETE SLAB ABOUT LEVEL WITH THE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1153 ***********************************************************************
 FZ1153  DESIGNATION -  CHILHOWIE RM 1
 FZ1153  PID         -  FZ1153
 FZ1153  STATE/COUNTY-  VA/SMYTH
 FZ1153  USGS QUAD   -  CHILHOWIE (1978)
 FZ1153
 FZ1153                         *CURRENT SURVEY CONTROL
 FZ1153  ___________________________________________________________________
 FZ1153* NAD 83(1986)-  36 48 43.     (N)    081 40 52.     (W)     SCALED    
 FZ1153* NAVD 88     -       685.565  (meters)    2249.22   (feet)  ADJUSTED  
 FZ1153  ___________________________________________________________________
 FZ1153  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ1153  DYNAMIC HT  -         684.937 (meters)    2247.16  (feet)  COMP
 FZ1153  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FZ1153
 FZ1153  VERT ORDER  -  FIRST     CLASS II
 FZ1153
 FZ1153.The horizontal coordinates were scaled from a topographic map and have
 FZ1153.an estimated accuracy of +/- 6 seconds.
 FZ1153
 FZ1153.The orthometric height was determined by differential leveling
 FZ1153.and adjusted by the National Geodetic Survey in June 1991..
 FZ1153
 FZ1153.The geoid height was determined by GEOID03.
 FZ1153
 FZ1153.The dynamic height is computed by dividing the NAVD 88
 FZ1153.geopotential number by the normal gravity value computed on the
 FZ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1153.degrees latitude (g = 980.6199 gals.).
 FZ1153
 FZ1153.The modeled gravity was interpolated from observed gravity values.
 FZ1153
 FZ1153;                    North         East    Units  Estimated Accuracy
 FZ1153;SPC VA S     - 1,057,900.    3,216,200.      MT  (+/- 180 meters Scaled)
 FZ1153
 FZ1153                          SUPERSEDED SURVEY CONTROL
 FZ1153
 FZ1153  NGVD 29 (??/??/92)  685.677  (m)         2249.59   (f) ADJ UNCH    1 2
 FZ1153
 FZ1153.Superseded values are not recommended for survey control.
 FZ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1153.See file dsdata.txt to determine how the superseded data were derived.
 FZ1153
 FZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA392742(NAD 83)
 FZ1153_MARKER: DR = REFERENCE MARK DISK
 FZ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1153_STAMPING: CHILHOWIE NO 1 1958
 FZ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1153+STABILITY: SURFACE MOTION
 FZ1153
 FZ1153  HISTORY     - Date     Condition        Report By
 FZ1153  HISTORY     - 1958     MONUMENTED       CGS
 FZ1153  HISTORY     - 1959     GOOD             NGS
 FZ1153
 FZ1153                          STATION DESCRIPTION
 FZ1153
 FZ1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1153'1.3 MI N FROM CHILHOWIE.
 FZ1153'62.9 FEET SOUTHWEST OF CHILHOWIE DESCRIBED, 86 FEET SOUTH
 FZ1153'OF R M 2, 2 1/2 FEET NORTH OF A FENCE CORNER, 1/2 FOOT EAST OF
 FZ1153'A WIRE FENCE, 1.6 FEET SOUTH OF A STEEL WITNESS POST, AND SET
 FZ1153'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1155 ***********************************************************************
 FZ1155  DESIGNATION -  CHILHOWIE RM 2
 FZ1155  PID         -  FZ1155
 FZ1155  STATE/COUNTY-  VA/SMYTH
 FZ1155  USGS QUAD   -  CHILHOWIE (1978)
 FZ1155
 FZ1155                         *CURRENT SURVEY CONTROL
 FZ1155  ___________________________________________________________________
 FZ1155* NAD 83(1986)-  36 48 43.     (N)    081 40 52.     (W)     SCALED    
 FZ1155* NAVD 88     -       685.755  (meters)    2249.85   (feet)  ADJUSTED  
 FZ1155  ___________________________________________________________________
 FZ1155  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ1155  DYNAMIC HT  -         685.126 (meters)    2247.78  (feet)  COMP
 FZ1155  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 FZ1155
 FZ1155  VERT ORDER  -  FIRST     CLASS II
 FZ1155
 FZ1155.The horizontal coordinates were scaled from a topographic map and have
 FZ1155.an estimated accuracy of +/- 6 seconds.
 FZ1155
 FZ1155.The orthometric height was determined by differential leveling
 FZ1155.and adjusted by the National Geodetic Survey in June 1991..
 FZ1155
 FZ1155.The geoid height was determined by GEOID03.
 FZ1155
 FZ1155.The dynamic height is computed by dividing the NAVD 88
 FZ1155.geopotential number by the normal gravity value computed on the
 FZ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1155.degrees latitude (g = 980.6199 gals.).
 FZ1155
 FZ1155.The modeled gravity was interpolated from observed gravity values.
 FZ1155
 FZ1155;                    North         East    Units  Estimated Accuracy
 FZ1155;SPC VA S     - 1,057,900.    3,216,200.      MT  (+/- 180 meters Scaled)
 FZ1155
 FZ1155                          SUPERSEDED SURVEY CONTROL
 FZ1155
 FZ1155  NGVD 29 (??/??/92)  685.866  (m)         2250.21   (f) ADJ UNCH    1 2
 FZ1155
 FZ1155.Superseded values are not recommended for survey control.
 FZ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1155.See file dsdata.txt to determine how the superseded data were derived.
 FZ1155
 FZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA392742(NAD 83)
 FZ1155_MARKER: DR = REFERENCE MARK DISK
 FZ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1155_STAMPING: CHILHOWIE NO 2 1958
 FZ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1155+STABILITY: SURFACE MOTION
 FZ1155
 FZ1155  HISTORY     - Date     Condition        Report By
 FZ1155  HISTORY     - 1958     MONUMENTED       CGS
 FZ1155  HISTORY     - 1959     GOOD             NGS
 FZ1155
 FZ1155                          STATION DESCRIPTION
 FZ1155
 FZ1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1155'1.3 MI N FROM CHILHOWIE.
 FZ1155'65.3 FEET NORTHWEST OF CHILHOWIE DESCRIBED, 86 FEET NORTH
 FZ1155'OF R M 1, 88 1/2 FEET NORTH OF A FENCE CORNER, 1/2 FOOT EAST OF
 FZ1155'A WIRE FENCE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 FZ1155'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6973 ***********************************************************************
 HV6973  DESIGNATION -  CHILTON RESET
 HV6973  PID         -  HV6973
 HV6973  STATE/COUNTY-  VA/WESTMORELAND
 HV6973  USGS QUAD   -  STRATFORD HALL (1973)
 HV6973
 HV6973                         *CURRENT SURVEY CONTROL
 HV6973  ___________________________________________________________________
 HV6973* NAD 83(1993)-  38 07 43.17062(N)    076 48 10.95695(W)     ADJUSTED  
 HV6973* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 HV6973  ___________________________________________________________________
 HV6973  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 HV6973  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HV6973
 HV6973  HORZ ORDER  -  FIRST
 HV6973
 HV6973.The horizontal coordinates were established by classical geodetic methods
 HV6973.and adjusted by the National Geodetic Survey in November 1994..
 HV6973
 HV6973.The orthometric height was scaled from a topographic map.
 HV6973
 HV6973.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6973
 HV6973.The geoid height was determined by GEOID03.
 HV6973
 HV6973;                    North         East     Units Scale Factor Converg.
 HV6973;SPC VA N     - 2,052,655.169 3,648,776.310   MT  0.99998454   +1 03 32.8
 HV6973;SPC VA N     - 6,734,419.50 11,971,026.94   sFT  0.99998454   +1 03 32.8
 HV6973;SPC MD       -    51,302.175   417,269.476   MT  1.00003422   +0 07 25.0
 HV6973;SPC MD       -   168,313.89  1,368,991.61   sFT  1.00003422   +0 07 25.0
 HV6973;SPC VA S     - 1,200,583.843 3,648,784.066   MT  1.00003358   +1 01 47.7
 HV6973;SPC VA S     - 3,938,915.49 11,971,052.39   sFT  1.00003358   +1 01 47.7
 HV6973;UTM  18      - 4,221,625.662   341,968.296   MT  0.99990758   -1 06 48.5
 HV6973
 HV6973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6973!SPC VA N     -   0.99999701  x   0.99998454  =   0.99998155
 HV6973!SPC MD       -   0.99999701  x   1.00003422  =   1.00003122
 HV6973!SPC VA S     -   0.99999701  x   1.00003358  =   1.00003058
 HV6973!UTM  18      -   0.99999701  x   0.99990758  =   0.99990459
 HV6973
 HV6973|---------------------------------------------------------------------|
 HV6973| PID    Reference Object                     Distance      Geod. Az  |
 HV6973|                                                           dddmmss.s |
 HV6973| CX2227 CHILTON RM 1                         30.175 METERS 04959     |
 HV6973| CX2230 CHILTON RM 3 RESET                   29.440 METERS 11348     |
 HV6973| CX2231 CHILTON RM 4                         34.612 METERS 19146     |
 HV6973| CX2228 CHILTON RM 2                         38.240 METERS 25922     |
 HV6973| HV7011 GEORGE                              APPROX.10.2 KM 2830632.6 |
 HV6973| CX2229 CHILTON RM 3 AZIMUTH                               3015025.4 |
 HV6973|---------------------------------------------------------------------|
 HV6973
 HV6973                          SUPERSEDED SURVEY CONTROL
 HV6973
 HV6973  NAD 83(1993)-  38 07 43.16881(N)    076 48 10.96158(W) AD(       ) 1
 HV6973  NAD 83(1986)-  38 07 43.17064(N)    076 48 10.97269(W) AD(       ) 1
 HV6973  NAD 27      -  38 07 42.69900(N)    076 48 12.08700(W) AD(       ) 1
 HV6973
 HV6973.Superseded values are not recommended for survey control.
 HV6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6973.See file dsdata.txt to determine how the superseded data were derived.
 HV6973
 HV6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4196821626(NAD 83)
 HV6973_MARKER: DS = TRIANGULATION STATION DISK
 HV6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV6973+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 HV6973
 HV6973  HISTORY     - Date     Condition        Report By
 HV6973  HISTORY     - 1954     MONUMENTED       CGS
 HV6973  HISTORY     - 1957     GOOD             CGS
 HV6973  HISTORY     - 19981021 GOOD             USPSQD
 HV6973  HISTORY     - 20030314 GOOD             USPSQD
 HV6973  HISTORY     - 20051115 MARK NOT FOUND   USPSQD
 HV6973
 HV6973                          STATION DESCRIPTION
 HV6973
 HV6973'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6973'STATION WAS RECOVERED AS DESCRIBED IN 1942, AND THE STATION MARK
 HV6973'AND REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION.
 HV6973'
 HV6973'MR. REED, THE PROPERTY OWNER, HAD COMPLAINED THAT THE STATION AND
 HV6973'TWO REFERENCE MARKS WERE IN THE WAY, SO THE STATION WAS LOWERED TO
 HV6973'BELOW PLOW DEPTH, AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 HV6973'REFERENCE MARK 1 AND 2 WERE THEN DESTROYED.  A COMPLETE NEW
 HV6973'DESCRIPTION FOLLOWS--
 HV6973'
 HV6973'STATION IS LOCATED ABOUT 3 MI. SE OF MONTROSS, AND 1/2 MI. SE OF
 HV6973'CHILTON.  IT IS 124 FT. E OF THE NE CORNER OF A CONCRETE WELL CURB
 HV6973'NEAR THE BACK DOOR OF THE HOUSE, 61 FT. N OF THE HEADSTONE OF THE
 HV6973'LEWIS A. WEAVER GRAVE, 52 FT. E OF A 6-IN. APPLE TREE, AND 28 FT.
 HV6973'N OF THE NE CORNER OF THE OLD CHILTON CEMETERY.  THE MARK IS
 HV6973'ABOUT 15 IN. BELOW THE SURFACE OF THE GROUND, AND THE DISK IS
 HV6973'STAMPED CHILTON 1934.
 HV6973'
 HV6973'REFERENCE MARK 3 IS SET IN AN E-W FENCE LINE, AND 24 FT. NE OF A
 HV6973'16-IN. OAK TREE WITH A TRIANGULAR BLAZE.  THE MARK IS SET FLUSH
 HV6973'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED CHILTON NO
 HV6973'3 1934.
 HV6973'
 HV6973'REFERENCE MARK 4 IS SET IN A N-S FENCE LINE, AND 25 FT. S OF A
 HV6973'16-IN. OAK TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 HV6973'GROUND, AND THE DISK IS STAMPED CHILTON NO 4 1934.
 HV6973'
 HV6973'NO AZIMUTH MARK WAS ESTABLISHED.
 HV6973'
 HV6973'TO REACH THE STATION FROM MONTROSS, GO NE ON A COUNTRY ROAD FOR
 HV6973'1.0 MI. TO A T-JUNCTION, TURN RIGHT AND GO 2.7 MI. TO A CROSSROAD
 HV6973'AND THE CHILTON POST OFFICE, CONTINUE STRAIGHT AHEAD FOR 0.15 MI.
 HV6973'TO A DIRT SIDE ROAD LEFT LEADING TO A WHITE FARMHOUSE, TURN LEFT
 HV6973'AND GO 0.05 MI. TO MR. REEDS HOUSE AND THE STATION AS DESCRIBED.
 HV6973
 HV6973                          STATION RECOVERY (1957)
 HV6973
 HV6973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6973'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 HV6973'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 HV6973'VERIFIED.  THE RECOVERY NOTE BY D.A.J. IN 1954 IS ADEQUATE AND
 HV6973'COMPLETE WITH THE FOLLOWING ADDITIONS--
 HV6973'
 HV6973'THE STATION MARK IS STAMPED CHILTON 1934 AND IS 3.0 FEET BELOW THE
 HV6973'SURFACE OF THE GROUND.
 HV6973'
 HV6973'THE REFERENCE MARKS ARE STAMPED CHILTON NO 3 AND NO 4 1934
 HV6973'RESPECTIVELY.  THE MARKS ARE FLUSH WITH THE GROUND.
 HV6973
 HV6973                          STATION RECOVERY (1998)
 HV6973
 HV6973'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6973'RECOVERED IN GOOD CONDITION.
 HV6973
 HV6973                          STATION RECOVERY (2003)
 HV6973
 HV6973'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6973'RECOVERED IN GOOD CONDITION.
 HV6973
 HV6973                          STATION RECOVERY (2005)
 HV6973
 HV6973'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV6973'RM4 FOUND IN GOOD CONDITION. STATION AND RM3 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3192 ***********************************************************************
 FX3192  DESIGNATION -  CHIM
 FX3192  PID         -  FX3192
 FX3192  STATE/COUNTY-  VA/C OF NORFOLK
 FX3192  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3192
 FX3192                         *CURRENT SURVEY CONTROL
 FX3192  ___________________________________________________________________
 FX3192* NAD 83(1993)-  36 52 41.44821(N)    076 18 41.69837(W)     ADJUSTED  
 FX3192* NAVD 88     -                                                        
 FX3192  ___________________________________________________________________
 FX3192  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FX3192  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FX3192
 FX3192  HORZ ORDER  -  THIRD
 FX3192
 FX3192.The horizontal coordinates were established by classical geodetic methods
 FX3192.and adjusted by the National Geodetic Survey in September 1995..
 FX3192
 FX3192
 FX3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3192
 FX3192.The geoid height was determined by GEOID03.
 FX3192
 FX3192;                    North         East     Units Scale Factor Converg.
 FX3192;SPC VA S     - 1,062,725.289 3,695,083.926   MT  0.99998163   +1 19 41.5
 FX3192;SPC VA S     - 3,486,624.55 12,122,954.51   sFT  0.99998163   +1 19 41.5
 FX3192;UTM  18      - 4,082,161.585   383,111.722   MT  0.99976832   -0 47 13.9
 FX3192
 FX3192                          SUPERSEDED SURVEY CONTROL
 FX3192
 FX3192  NAD 83(1986)-  36 52 41.45410(N)    076 18 41.73398(W) AD(       ) 4
 FX3192  NAD 27      -  36 52 40.92200(N)    076 18 42.94100(W) AD(       ) 3
 FX3192
 FX3192.Superseded values are not recommended for survey control.
 FX3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3192.See file dsdata.txt to determine how the superseded data were derived.
 FX3192
 FX3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8311282162(NAD 83)
 FX3192_MARKER: 85 = CHIMNEY
 FX3192
 FX3192  HISTORY     - Date     Condition        Report By
 FX3192  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3192  HISTORY     - 1943     GOOD             CGS
 FX3192  HISTORY     - 1954     GOOD             AMS
 FX3192  HISTORY     - 1960     GOOD             CGS
 FX3192  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FX3192
 FX3192                          STATION DESCRIPTION
 FX3192
 FX3192'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3192'A TALL, RED, BRICK CHIMNEY AT THE S END OF POWHATAN AVENUE,
 FX3192'NORFOLK.  CHIMNEY IS ON THE GROUNDS OF THE NORFOLK CITY WATER
 FX3192'WORKS PUMPING PLANT.
 FX3192'
 FX3192'STATION WAS NOT OCCUPIED AND WAS NOT MARKED.
 FX3192
 FX3192                          STATION RECOVERY (1943)
 FX3192
 FX3192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3192'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX3192
 FX3192                          STATION RECOVERY (1954)
 FX3192
 FX3192'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3192'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3192
 FX3192                          STATION RECOVERY (1960)
 FX3192
 FX3192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3192'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 FX3192
 FX3192                          STATION RECOVERY (1984)
 FX3192
 FX3192'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH)
 FX3192'STATION DESTROYED.
 FX3192'
 FX3192'CHIM NO LONGER EXISTS.  CONFIRMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4419 ***********************************************************************
 GV4419  DESIGNATION -  CHIM
 GV4419  PID         -  GV4419
 GV4419  STATE/COUNTY-  VA/GLOUCESTER
 GV4419  USGS QUAD   -  CLAY BANK (1984)
 GV4419
 GV4419                         *CURRENT SURVEY CONTROL
 GV4419  ___________________________________________________________________
 GV4419* NAD 83(1993)-  37 20 47.43442(N)    076 36 03.75421(W)     ADJUSTED  
 GV4419* NAVD 88     -                                                        
 GV4419  ___________________________________________________________________
 GV4419  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 GV4419  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 GV4419
 GV4419  HORZ ORDER  -  THIRD
 GV4419
 GV4419.The horizontal coordinates were established by classical geodetic methods
 GV4419.and adjusted by the National Geodetic Survey in September 1995..
 GV4419
 GV4419
 GV4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4419
 GV4419.The geoid height was determined by GEOID03.
 GV4419
 GV4419;                    North         East     Units Scale Factor Converg.
 GV4419;SPC VA S     - 1,114,129.071 3,668,238.715   MT  0.99994547   +1 09 09.1
 GV4419;SPC VA S     - 3,655,271.79 12,034,879.85   sFT  0.99994547   +1 09 09.1
 GV4419;UTM  18      - 4,134,515.053   358,189.623   MT  0.99984772   -0 58 17.1
 GV4419
 GV4419                          SUPERSEDED SURVEY CONTROL
 GV4419
 GV4419  NAD 83(1993)-  37 20 47.43473(N)    076 36 03.75975(W) AD(       ) 4
 GV4419  NAD 83(1986)-  37 20 47.43730(N)    076 36 03.77860(W) AD(       ) 4
 GV4419  NAD 27      -  37 20 46.92000(N)    076 36 04.94000(W) AD(       ) 3
 GV4419
 GV4419.Superseded values are not recommended for survey control.
 GV4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4419.See file dsdata.txt to determine how the superseded data were derived.
 GV4419
 GV4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5819034515(NAD 83)
 GV4419_MARKER: 85 = CHIMNEY
 GV4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4419+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4419
 GV4419  HISTORY     - Date     Condition        Report By
 GV4419  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4419  HISTORY     - 19970225 GOOD             USPSQD
 GV4419  HISTORY     - 20020111 GOOD             USPSQD
 GV4419
 GV4419                          STATION DESCRIPTION
 GV4419
 GV4419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4419'THIS STATION IS THE SE WHITE (OR CREAM) CHIMNEY OF A LARGE
 GV4419'CREAM-COLORED STUCCO HOUSE.  THE HOUSE HAS TWO CHIMNEYS,
 GV4419'THE ONE NOT LOCATED BEING AT THE NW END.  THE HOUSE IS
 GV4419'APPROXIMATELY 800 METERS SE OF THE PIER AT CLAYBANK, AND ABOUT 75
 GV4419'METERS NE OF THE HIGH-WATER LINE.  IT IS THE MOST
 GV4419'PROMINENT OBJECT IN THIS VICINITY.
 GV4419'
 GV4419'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 40 FEET.
 GV4419
 GV4419                          STATION RECOVERY (1997)
 GV4419
 GV4419'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4419'RECOVERED IN GOOD CONDITION.
 GV4419
 GV4419                          STATION RECOVERY (2002)
 GV4419
 GV4419'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3193 ***********************************************************************
 FX3193  DESIGNATION -  CHIM CHY NEWPORT NEWS FERRYHSE
 FX3193  PID         -  FX3193
 FX3193  STATE/COUNTY-  VA/C OF NORFOLK
 FX3193  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3193
 FX3193                         *CURRENT SURVEY CONTROL
 FX3193  ___________________________________________________________________
 FX3193* NAD 83(1993)-  36 56 36.28424(N)    076 19 47.50230(W)     ADJUSTED  
 FX3193* NAVD 88     -                                                        
 FX3193  ___________________________________________________________________
 FX3193  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 FX3193  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3193
 FX3193  HORZ ORDER  -  THIRD
 FX3193
 FX3193.The horizontal coordinates were established by classical geodetic methods
 FX3193.and adjusted by the National Geodetic Survey in September 1995..
 FX3193
 FX3193
 FX3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3193
 FX3193.The geoid height was determined by GEOID03.
 FX3193
 FX3193;                    North         East     Units Scale Factor Converg.
 FX3193;SPC VA S     - 1,069,924.805 3,693,288.370   MT  0.99997262   +1 19 01.6
 FX3193;SPC VA S     - 3,510,244.96 12,117,063.59   sFT  0.99997262   +1 19 01.6
 FX3193;UTM  18      - 4,089,420.987   381,583.524   MT  0.99977275   -0 47 57.7
 FX3193
 FX3193                          SUPERSEDED SURVEY CONTROL
 FX3193
 FX3193  NAD 83(1986)-  36 56 36.28991(N)    076 19 47.53812(W) AD(       ) 4
 FX3193  NAD 27      -  36 56 35.75500(N)    076 19 48.73600(W) AD(       ) 3
 FX3193
 FX3193.Superseded values are not recommended for survey control.
 FX3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3193.See file dsdata.txt to determine how the superseded data were derived.
 FX3193
 FX3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8158489421(NAD 83)
 FX3193_MARKER: 85 = CHIMNEY
 FX3193
 FX3193  HISTORY     - Date     Condition        Report By
 FX3193  HISTORY     - 1917     FIRST OBSERVED   CGS
 FX3193
 FX3193                          STATION DESCRIPTION
 FX3193
 FX3193'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4521 ***********************************************************************
 GV4521  DESIGNATION -  CHIMNEY
 GV4521  PID         -  GV4521
 GV4521  STATE/COUNTY-  VA/YORK
 GV4521  USGS QUAD   -  YORKTOWN (1994)
 GV4521
 GV4521                         *CURRENT SURVEY CONTROL
 GV4521  ___________________________________________________________________
 GV4521* NAD 83(1993)-  37 14 52.20890(N)    076 31 55.38284(W)     ADJUSTED  
 GV4521* NAVD 88     -                                                        
 GV4521  ___________________________________________________________________
 GV4521  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 GV4521  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV4521
 GV4521  HORZ ORDER  -  THIRD
 GV4521
 GV4521.The horizontal coordinates were established by classical geodetic methods
 GV4521.and adjusted by the National Geodetic Survey in September 1995..
 GV4521
 GV4521
 GV4521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4521
 GV4521.The geoid height was determined by GEOID03.
 GV4521
 GV4521;                    North         East     Units Scale Factor Converg.
 GV4521;SPC VA S     - 1,103,306.093 3,674,578.478   MT  0.99994757   +1 11 39.8
 GV4521;SPC VA S     - 3,619,763.41 12,055,679.56   sFT  0.99994757   +1 11 39.8
 GV4521;UTM  18      - 4,123,465.864   364,123.478   MT  0.99982743   -0 55 38.8
 GV4521
 GV4521                          SUPERSEDED SURVEY CONTROL
 GV4521
 GV4521  NAD 83(1993)-  37 14 52.19124(N)    076 31 55.41196(W) AD(       ) 4
 GV4521  NAD 83(1986)-  37 14 52.21847(N)    076 31 55.41196(W) AD(       ) 4
 GV4521  NAD 27      -  37 14 51.70000(N)    076 31 56.57000(W) AD(       ) 3
 GV4521
 GV4521.Superseded values are not recommended for survey control.
 GV4521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4521.See file dsdata.txt to determine how the superseded data were derived.
 GV4521
 GV4521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6412323466(NAD 83)
 GV4521_MARKER: 85 = CHIMNEY
 GV4521
 GV4521  HISTORY     - Date     Condition        Report By
 GV4521  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4521  HISTORY     - 1943     GOOD             CGS
 GV4521  HISTORY     - 1952     GOOD             CGS
 GV4521
 GV4521                          STATION DESCRIPTION
 GV4521
 GV4521'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4521'THE BRICK, DOUBLE CHIMNEY, CONNECTED AT THE TOP BY AN ARCH,
 GV4521'OF THE MARINE BARRACKS, LOCATED ON THE BLUFF, FACING THE
 GV4521'RIVER, ON THE U.S. NAVY MINE DEPOT RESERVATION.
 GV4521
 GV4521                          STATION RECOVERY (1943)
 GV4521
 GV4521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4521'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1932.
 GV4521
 GV4521                          STATION RECOVERY (1952)
 GV4521
 GV4521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4521'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 GV4521'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3957 ***********************************************************************
 GV3957  DESIGNATION -  CHIMNEY 4
 GV3957  PID         -  GV3957
 GV3957  STATE/COUNTY-  VA/C OF HAMPTON
 GV3957  USGS QUAD   -  HAMPTON (1986)
 GV3957
 GV3957                         *CURRENT SURVEY CONTROL
 GV3957  ___________________________________________________________________
 GV3957* NAD 83(1993)-  37 01 03.53544(N)    076 20 14.81430(W)     ADJUSTED  
 GV3957* NAVD 88     -                                                        
 GV3957  ___________________________________________________________________
 GV3957  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV3957  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 GV3957
 GV3957  HORZ ORDER  -  THIRD
 GV3957
 GV3957.The horizontal coordinates were established by classical geodetic methods
 GV3957.and adjusted by the National Geodetic Survey in September 1995..
 GV3957
 GV3957
 GV3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3957
 GV3957.The geoid height was determined by GEOID03.
 GV3957
 GV3957;                    North         East     Units Scale Factor Converg.
 GV3957;SPC VA S     - 1,078,145.433 3,692,424.062   MT  0.99996393   +1 18 45.0
 GV3957;SPC VA S     - 3,537,215.47 12,114,227.94   sFT  0.99996393   +1 18 45.0
 GV3957;UTM  18      - 4,097,666.329   381,023.609   MT  0.99977438   -0 48 19.2
 GV3957
 GV3957                          SUPERSEDED SURVEY CONTROL
 GV3957
 GV3957  NAD 83(1986)-  37 01 03.54047(N)    076 20 14.85089(W) AD(       ) 4
 GV3957  NAD 27      -  37 01 03.01000(N)    076 20 16.05900(W) AD(       ) 3
 GV3957
 GV3957.Superseded values are not recommended for survey control.
 GV3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3957.See file dsdata.txt to determine how the superseded data were derived.
 GV3957
 GV3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8102497666(NAD 83)
 GV3957_MARKER: 85 = CHIMNEY
 GV3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3957+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GV3957
 GV3957  HISTORY     - Date     Condition        Report By
 GV3957  HISTORY     - 1913     FIRST OBSERVED   CGS
 GV3957  HISTORY     - 1919     GOOD             CGS
 GV3957  HISTORY     - 1943     GOOD             CGS
 GV3957  HISTORY     - 1968     GOOD             CGS
 GV3957  HISTORY     - 20051103 GOOD             GEOCAC
 GV3957
 GV3957                          STATION DESCRIPTION
 GV3957
 GV3957'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 GV3957'DESCRIPTION CORRECT.  THIS CHIMNEY IS ON THE POWER PLANT AT
 GV3957'THE HAMPTON NORMAL SCHOOL, AND STANDS 5 METERS SOUTHWEST OF
 GV3957'A LOWER DARK BRICK CHIMNEY, STATION HAMPTON INSTITUTE NORTHEAST,
 GV3957'CHIMNEY.
 GV3957
 GV3957                          STATION RECOVERY (1943)
 GV3957
 GV3957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3957'DESCRIPTION ADEQUATE.  RECOVERED IN GOOD CONDITION.
 GV3957
 GV3957                          STATION RECOVERY (1968)
 GV3957
 GV3957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV3957'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 GV3957
 GV3957                          STATION RECOVERY (2005)
 GV3957
 GV3957'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV3957'THE TAPERING RED BRICK CHIMNEY IS LOCATED ON THE NORTHWEST SIDE OF THE
 GV3957'POWERHOUSE IN THE SOUTHERN SECTION OF HAMPTON UNIVERSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3958 ***********************************************************************
 GV3958  DESIGNATION -  CHIMNEY 5
 GV3958  PID         -  GV3958
 GV3958  STATE/COUNTY-  VA/C OF HAMPTON
 GV3958  USGS QUAD   -  HAMPTON (1986)
 GV3958
 GV3958                         *CURRENT SURVEY CONTROL
 GV3958  ___________________________________________________________________
 GV3958* NAD 83(1993)-  37 01 00.04814(N)    076 20 06.65464(W)     ADJUSTED  
 GV3958* NAVD 88     -                                                        
 GV3958  ___________________________________________________________________
 GV3958  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV3958  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 GV3958
 GV3958  HORZ ORDER  -  THIRD
 GV3958
 GV3958.The horizontal coordinates were established by classical geodetic methods
 GV3958.and adjusted by the National Geodetic Survey in September 1995..
 GV3958
 GV3958
 GV3958.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3958
 GV3958.The geoid height was determined by GEOID03.
 GV3958
 GV3958;                    North         East     Units Scale Factor Converg.
 GV3958;SPC VA S     - 1,078,042.584 3,692,628.171   MT  0.99996403   +1 18 50.0
 GV3958;SPC VA S     - 3,536,878.04 12,114,897.59   sFT  0.99996403   +1 18 50.0
 GV3958;UTM  18      - 4,097,556.028   381,223.740   MT  0.99977379   -0 48 14.2
 GV3958
 GV3958                          SUPERSEDED SURVEY CONTROL
 GV3958
 GV3958  NAD 83(1986)-  37 01 00.05311(N)    076 20 06.69119(W) AD(       ) 4
 GV3958  NAD 27      -  37 00 59.52300(N)    076 20 07.89800(W) AD(       ) 3
 GV3958
 GV3958.Superseded values are not recommended for survey control.
 GV3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3958.See file dsdata.txt to determine how the superseded data were derived.
 GV3958
 GV3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8122497556(NAD 83)
 GV3958_MARKER: 85 = CHIMNEY
 GV3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3958+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 GV3958
 GV3958  HISTORY     - Date     Condition        Report By
 GV3958  HISTORY     - 1919     FIRST OBSERVED   CGS
 GV3958  HISTORY     - 1943     GOOD             CGS
 GV3958  HISTORY     - 1960     GOOD             CGS
 GV3958  HISTORY     - 1966     GOOD             CGS
 GV3958  HISTORY     - 1968     GOOD             CGS
 GV3958  HISTORY     - 19950509 GOOD             USPSQD
 GV3958  HISTORY     - 20030704 GOOD             USPSQD
 GV3958
 GV3958                          STATION DESCRIPTION
 GV3958
 GV3958'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 GV3958'SAME STATION AS CHIMNEY, LIGHT BRICK, NO. 5 1913.  A VERY TALL
 GV3958'LIGHT BRICK CHIMNEY ON THE EAST SIDE OF THE POWER PLANT AT THE
 GV3958'SOLDIERS HOME, HAMPTON.  IT IS THE TALLEST CHIMNEY ON THE
 GV3958'EAST SIDE OF HAMPTON CREEK.
 GV3958
 GV3958                          STATION RECOVERY (1943)
 GV3958
 GV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3958'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 GV3958
 GV3958                          STATION RECOVERY (1960)
 GV3958
 GV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3958'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, ONLY 20
 GV3958'FEET HAS BEEN ADDED AT THE TOP TO INCREASE POWER.  THE DESCRIPTION
 GV3958'IS ADEQUATE FOR RECOVERY.
 GV3958
 GV3958                          STATION RECOVERY (1966)
 GV3958
 GV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 GV3958'RECOVERED AS DESCRIBED.
 GV3958
 GV3958                          STATION RECOVERY (1968)
 GV3958
 GV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV3958'RECOVERED AS DESCRIBED.
 GV3958
 GV3958                          STATION RECOVERY (1995)
 GV3958
 GV3958'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3958'RECOVERED IN GOOD CONDITION.
 GV3958
 GV3958                          STATION RECOVERY (2003)
 GV3958
 GV3958'RECOVERY NOTE BY US POWER SQUADRON 2003 (SMR)
 GV3958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5021 ***********************************************************************
 GV5021  DESIGNATION -  CHIMNEY ABOVE STA YOU
 GV5021  PID         -  GV5021
 GV5021  STATE/COUNTY-  VA/KING AND QUEEN
 GV5021  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5021
 GV5021                         *CURRENT SURVEY CONTROL
 GV5021  ___________________________________________________________________
 GV5021* NAD 83(1993)-  37 42 17.74129(N)    076 58 13.83944(W)     ADJUSTED  
 GV5021* NAVD 88     -                                                        
 GV5021  ___________________________________________________________________
 GV5021  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 GV5021  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GV5021
 GV5021  HORZ ORDER  -  THIRD
 GV5021
 GV5021.The horizontal coordinates were established by classical geodetic methods
 GV5021.and adjusted by the National Geodetic Survey in November 1994..
 GV5021
 GV5021
 GV5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5021
 GV5021.The geoid height was determined by GEOID03.
 GV5021
 GV5021;                    North         East     Units Scale Factor Converg.
 GV5021;SPC VA S     - 1,153,307.493 3,634,864.339   MT  0.99996270   +0 55 41.8
 GV5021;SPC VA S     - 3,783,809.67 11,925,384.09   sFT  0.99996270   +0 55 41.8
 GV5021;UTM  18      - 4,174,904.266   326,294.792   MT  0.99997166   -1 12 19.6
 GV5021
 GV5021                          SUPERSEDED SURVEY CONTROL
 GV5021
 GV5021  NAD 83(1986)-  37 42 17.74339(N)    076 58 13.85635(W) AD(       ) 4
 GV5021  NAD 27      -  37 42 17.23000(N)    076 58 14.97000(W) AD(       ) 3
 GV5021
 GV5021.Superseded values are not recommended for survey control.
 GV5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5021.See file dsdata.txt to determine how the superseded data were derived.
 GV5021
 GV5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2629574904(NAD 83)
 GV5021_MARKER: 85 = CHIMNEY
 GV5021
 GV5021  HISTORY     - Date     Condition        Report By
 GV5021  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5021  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5021
 GV5021                          STATION DESCRIPTION
 GV5021
 GV5021'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5022 ***********************************************************************
 GV5022  DESIGNATION -  CHIMNEY AT STA LANDING
 GV5022  PID         -  GV5022
 GV5022  STATE/COUNTY-  VA/KING AND QUEEN
 GV5022  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5022
 GV5022                         *CURRENT SURVEY CONTROL
 GV5022  ___________________________________________________________________
 GV5022* NAD 83(1993)-  37 39 33.57115(N)    076 53 09.07631(W)     ADJUSTED  
 GV5022* NAVD 88     -                                                        
 GV5022  ___________________________________________________________________
 GV5022  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 GV5022  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV5022
 GV5022  HORZ ORDER  -  THIRD
 GV5022
 GV5022.The horizontal coordinates were established by classical geodetic methods
 GV5022.and adjusted by the National Geodetic Survey in November 1994..
 GV5022
 GV5022
 GV5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5022
 GV5022.The geoid height was determined by GEOID03.
 GV5022
 GV5022;                    North         East     Units Scale Factor Converg.
 GV5022;SPC VA S     - 1,148,371.241 3,642,414.837   MT  0.99995834   +0 58 46.8
 GV5022;SPC VA S     - 3,767,614.65 11,950,156.01   sFT  0.99995834   +0 58 46.8
 GV5022;UTM  18      - 4,169,690.443   333,656.310   MT  0.99994083   -1 09 08.8
 GV5022
 GV5022                          SUPERSEDED SURVEY CONTROL
 GV5022
 GV5022  NAD 83(1986)-  37 39 33.57325(N)    076 53 09.09252(W) AD(       ) 4
 GV5022  NAD 27      -  37 39 33.04600(N)    076 53 10.21400(W) AD(       ) 3
 GV5022
 GV5022.Superseded values are not recommended for survey control.
 GV5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5022.See file dsdata.txt to determine how the superseded data were derived.
 GV5022
 GV5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3365669690(NAD 83)
 GV5022_MARKER: 85 = CHIMNEY
 GV5022
 GV5022  HISTORY     - Date     Condition        Report By
 GV5022  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5022  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5022
 GV5022                          STATION DESCRIPTION
 GV5022
 GV5022'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4802 ***********************************************************************
 GV4802  DESIGNATION -  CHIMNEY AT STA PLEASANT GAD
 GV4802  PID         -  GV4802
 GV4802  STATE/COUNTY-  VA/KING WILLIAM
 GV4802  USGS QUAD   -  WEST POINT (1986)
 GV4802
 GV4802                         *CURRENT SURVEY CONTROL
 GV4802  ___________________________________________________________________
 GV4802* NAD 83(1993)-  37 35 14.42683(N)    076 48 49.83794(W)     ADJUSTED  
 GV4802* NAVD 88     -                                                        
 GV4802  ___________________________________________________________________
 GV4802  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GV4802  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 GV4802
 GV4802  HORZ ORDER  -  THIRD
 GV4802
 GV4802.The horizontal coordinates were established by classical geodetic methods
 GV4802.and adjusted by the National Geodetic Survey in November 1994..
 GV4802
 GV4802
 GV4802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4802
 GV4802.The geoid height was determined by GEOID03.
 GV4802
 GV4802;                    North         East     Units Scale Factor Converg.
 GV4802;SPC VA S     - 1,140,494.411 3,648,910.310   MT  0.99995274   +1 01 24.1
 GV4802;SPC VA S     - 3,741,772.08 11,971,466.58   sFT  0.99995274   +1 01 24.1
 GV4802;UTM  18      - 4,161,577.745   339,854.221   MT  0.99991591   -1 06 23.9
 GV4802
 GV4802                          SUPERSEDED SURVEY CONTROL
 GV4802
 GV4802  NAD 83(1986)-  37 35 14.42833(N)    076 48 49.85403(W) AD(       ) 4
 GV4802  NAD 27      -  37 35 13.90900(N)    076 48 50.99800(W) AD(       ) 3
 GV4802
 GV4802.Superseded values are not recommended for survey control.
 GV4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4802.See file dsdata.txt to determine how the superseded data were derived.
 GV4802
 GV4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3985461578(NAD 83)
 GV4802_MARKER: 85 = CHIMNEY
 GV4802
 GV4802  HISTORY     - Date     Condition        Report By
 GV4802  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4802  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4802
 GV4802                          STATION DESCRIPTION
 GV4802
 GV4802'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4803 ***********************************************************************
 GV4803  DESIGNATION -  CHIMNEY BY STA NEAR BLOND
 GV4803  PID         -  GV4803
 GV4803  STATE/COUNTY-  VA/KING AND QUEEN
 GV4803  USGS QUAD   -  WEST POINT (1986)
 GV4803
 GV4803                         *CURRENT SURVEY CONTROL
 GV4803  ___________________________________________________________________
 GV4803* NAD 83(1993)-  37 34 24.33578(N)    076 47 22.14984(W)     ADJUSTED  
 GV4803* NAVD 88     -                                                        
 GV4803  ___________________________________________________________________
 GV4803  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GV4803  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 GV4803
 GV4803  HORZ ORDER  -  THIRD
 GV4803
 GV4803.The horizontal coordinates were established by classical geodetic methods
 GV4803.and adjusted by the National Geodetic Survey in November 1994..
 GV4803
 GV4803
 GV4803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4803
 GV4803.The geoid height was determined by GEOID03.
 GV4803
 GV4803;                    North         East     Units Scale Factor Converg.
 GV4803;SPC VA S     - 1,138,989.122 3,651,089.177   MT  0.99995184   +1 02 17.4
 GV4803;SPC VA S     - 3,736,833.48 11,978,615.07   sFT  0.99995184   +1 02 17.4
 GV4803;UTM  18      - 4,159,992.587   341,975.557   MT  0.99990759   -1 05 29.1
 GV4803
 GV4803                          SUPERSEDED SURVEY CONTROL
 GV4803
 GV4803  NAD 83(1986)-  37 34 24.33723(N)    076 47 22.16590(W) AD(       ) 4
 GV4803  NAD 27      -  37 34 23.81700(N)    076 47 23.31100(W) AD(       ) 3
 GV4803
 GV4803.Superseded values are not recommended for survey control.
 GV4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4803.See file dsdata.txt to determine how the superseded data were derived.
 GV4803
 GV4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4197659993(NAD 83)
 GV4803_MARKER: 85 = CHIMNEY
 GV4803
 GV4803  HISTORY     - Date     Condition        Report By
 GV4803  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4803  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4803
 GV4803                          STATION DESCRIPTION
 GV4803
 GV4803'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2981 ***********************************************************************
 FX2981  DESIGNATION -  CHIMNEY NEAR END OF BRIDGE
 FX2981  PID         -  FX2981
 FX2981  STATE/COUNTY-  VA/C OF NORFOLK
 FX2981  USGS QUAD   -  KEMPSVILLE (1986)
 FX2981
 FX2981                         *CURRENT SURVEY CONTROL
 FX2981  ___________________________________________________________________
 FX2981* NAD 83(1993)-  36 50 31.07915(N)    076 13 43.03491(W)     ADJUSTED  
 FX2981* NAVD 88     -                                                        
 FX2981  ___________________________________________________________________
 FX2981  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FX2981  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX2981
 FX2981  HORZ ORDER  -  THIRD
 FX2981
 FX2981.The horizontal coordinates were established by classical geodetic methods
 FX2981.and adjusted by the National Geodetic Survey in September 1995..
 FX2981
 FX2981
 FX2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2981
 FX2981.The geoid height was determined by GEOID03.
 FX2981
 FX2981;                    North         East     Units Scale Factor Converg.
 FX2981;SPC VA S     - 1,058,882.397 3,702,574.767   MT  0.99998719   +1 22 42.8
 FX2981;SPC VA S     - 3,474,016.66 12,147,530.71   sFT  0.99998719   +1 22 42.8
 FX2981;UTM  18      - 4,078,045.745   390,453.949   MT  0.99974784   -0 44 12.4
 FX2981
 FX2981                          SUPERSEDED SURVEY CONTROL
 FX2981
 FX2981  NAD 83(1986)-  36 50 31.08507(N)    076 13 43.07041(W) AD(       ) 4
 FX2981  NAD 27      -  36 50 30.54900(N)    076 13 44.28900(W) AD(       ) 3
 FX2981
 FX2981.Superseded values are not recommended for survey control.
 FX2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2981.See file dsdata.txt to determine how the superseded data were derived.
 FX2981
 FX2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9045478046(NAD 83)
 FX2981_MARKER: 85 = CHIMNEY
 FX2981
 FX2981  HISTORY     - Date     Condition        Report By
 FX2981  HISTORY     - 1913     FIRST OBSERVED   CGS
 FX2981
 FX2981                          STATION DESCRIPTION
 FX2981
 FX2981'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3194 ***********************************************************************
 FX3194  DESIGNATION -  CHIMNEY USPHS
 FX3194  PID         -  FX3194
 FX3194  STATE/COUNTY-  VA/C OF NORFOLK
 FX3194  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3194
 FX3194                         *CURRENT SURVEY CONTROL
 FX3194  ___________________________________________________________________
 FX3194* NAD 83(1993)-  36 54 04.73987(N)    076 18 10.01744(W)     ADJUSTED  
 FX3194* NAVD 88     -                                                        
 FX3194  ___________________________________________________________________
 FX3194  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 FX3194  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX3194
 FX3194  HORZ ORDER  -  THIRD
 FX3194
 FX3194.The horizontal coordinates were established by classical geodetic methods
 FX3194.and adjusted by the National Geodetic Survey in September 1995..
 FX3194
 FX3194
 FX3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3194
 FX3194.The geoid height was determined by GEOID03.
 FX3194
 FX3194;                    North         East     Units Scale Factor Converg.
 FX3194;SPC VA S     - 1,065,310.359 3,695,808.520   MT  0.99997829   +1 20 00.8
 FX3194;SPC VA S     - 3,495,105.74 12,125,331.79   sFT  0.99997829   +1 20 00.8
 FX3194;UTM  18      - 4,084,717.599   383,931.080   MT  0.99976597   -0 46 56.4
 FX3194
 FX3194                          SUPERSEDED SURVEY CONTROL
 FX3194
 FX3194  NAD 83(1986)-  36 54 04.74577(N)    076 18 10.05319(W) AD(       ) 4
 FX3194  NAD 27      -  36 54 04.21000(N)    076 18 11.25700(W) AD(       ) 3
 FX3194
 FX3194.Superseded values are not recommended for survey control.
 FX3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3194.See file dsdata.txt to determine how the superseded data were derived.
 FX3194
 FX3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8393184718(NAD 83)
 FX3194
 FX3194  HISTORY     - Date     Condition        Report By
 FX3194  HISTORY     - UNK      MONUMENTED
 FX3194  HISTORY     - 1960     GOOD             CGS
 FX3194  HISTORY     - 19981003 MARK NOT FOUND   USPSQD
 FX3194
 FX3194                          STATION DESCRIPTION
 FX3194
 FX3194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3194'STATION IS THE CENTER OF THE POWER HOUSE STACK AT THE MARINE
 FX3194'HOSPITAL, IN NORFOLK.  IT IS A YELLOW STACK ABOUT 100 FEET HIGH
 FX3194'AND LOCATED NEAR THE MARINE HOSPITAL TANK.
 FX3194
 FX3194                          STATION RECOVERY (1998)
 FX3194
 FX3194'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0804 ***********************************************************************
 FW0804  DESIGNATION -  CHIN
 FW0804  PID         -  FW0804
 FW0804  STATE/COUNTY-  VA/ACCOMACK
 FW0804  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0804
 FW0804                         *CURRENT SURVEY CONTROL
 FW0804  ___________________________________________________________________
 FW0804* NAD 83(1993)-  37 53 55.26271(N)    075 25 16.32228(W)     ADJUSTED  
 FW0804* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0804  ___________________________________________________________________
 FW0804  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FW0804  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0804
 FW0804  HORZ ORDER  -  THIRD
 FW0804
 FW0804.The horizontal coordinates were established by classical geodetic methods
 FW0804.and adjusted by the National Geodetic Survey in November 1994..
 FW0804
 FW0804.The orthometric height was scaled from a topographic map.
 FW0804
 FW0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0804
 FW0804.The geoid height was determined by GEOID03.
 FW0804
 FW0804;                    North         East     Units Scale Factor Converg.
 FW0804;SPC VA S     - 1,178,135.138 3,770,738.971   MT  0.99998830   +1 52 07.0
 FW0804;SPC VA S     - 3,865,265.03 12,371,166.11   sFT  0.99998830   +1 52 07.0
 FW0804;UTM  18      - 4,194,657.517   462,968.808   MT  0.99961689   -0 15 31.4
 FW0804
 FW0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0804!SPC VA S     -   1.00000578  x   0.99998830  =   0.99999408
 FW0804!UTM  18      -   1.00000578  x   0.99961689  =   0.99962266
 FW0804
 FW0804:                Primary Azimuth Mark                     Grid Az
 FW0804:SPC VA S     -  LIGHT RED DOLPHIN                        038 08 29.4
 FW0804:UTM  18      -  LIGHT RED DOLPHIN                        040 16 07.8
 FW0804
 FW0804|---------------------------------------------------------------------|
 FW0804| PID    Reference Object                     Distance      Geod. Az  |
 FW0804|                                                           dddmmss.s |
 FW0804| FW0821 LIGHT RED DOLPHIN                   APPROX. 4.2 KM 0400036.4 |
 FW0804| FW0820 LIGHT BLACK DOLPHIN                 APPROX. 2.9 KM 0444908.5 |
 FW0804| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 5.4 KM 0451854.4 |
 FW0804| FW0755 ASSATEAGUE LIGHTHOUSE 1909          APPROX. 5.9 KM 0762248.7 |
 FW0804| FW0805 CHIN 1933 RM 1                       35.380 METERS 08652     |
 FW0804| FW0814 FISHING POINT LIGHT                 APPROX. 3.8 KM 1290323.5 |
 FW0804| FW0803 CHIN POINT LIGHT                     49.191 METERS 16945     |
 FW0804| FW0815 GUNBOAT POINT LIGHT                 APPROX. 1.8 KM 1934115.5 |
 FW0804| DC7913 CHIN RM 2                            50.309 METERS 20620     |
 FW0804| FW0784 WALLOPS BEACH COAST GUARD           APPROX. 3.7 KM 2092721.1 |
 FW0804|---------------------------------------------------------------------|
 FW0804
 FW0804                          SUPERSEDED SURVEY CONTROL
 FW0804
 FW0804  NAD 83(1993)-  37 53 55.26069(N)    075 25 16.32646(W) AD(       ) 3
 FW0804  NAD 83(1986)-  37 53 55.25885(N)    075 25 16.35879(W) AD(       ) 3
 FW0804  NAD 27      -  37 53 54.81484(N)    075 25 17.63731(W) AD(       ) 3
 FW0804
 FW0804.Superseded values are not recommended for survey control.
 FW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0804.See file dsdata.txt to determine how the superseded data were derived.
 FW0804
 FW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6296994658(NAD 83)
 FW0804_MARKER: DS = TRIANGULATION STATION DISK
 FW0804_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0804_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0804
 FW0804  HISTORY     - Date     Condition        Report By
 FW0804  HISTORY     - 1933     MONUMENTED       CGS
 FW0804  HISTORY     - 1934     GOOD             CGS
 FW0804  HISTORY     - 1934     GOOD             CGS
 FW0804  HISTORY     - 1937     MARK NOT FOUND   CGS
 FW0804  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW0804
 FW0804                          STATION DESCRIPTION
 FW0804
 FW0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0804'LOCATED AT OLD FACTORY POINT WHICH IS LOCATED AT THE SW
 FW0804'EXTREMITY OF CHINCOTEAGUE ISLAND AND ABOUT 1/4 MILE W OF THE
 FW0804'POINT WHERE THE COAST GUARD TELEPHONE LINE CABLES CROSS
 FW0804'CHINCOTEAGUE INLET.  TRIANGULATION STATION IS 60 METERS NE OF
 FW0804'OLD FACTORY, 53 METERS N OF CHINCOTEAGUE POINT BEACON.
 FW0804'
 FW0804'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 FW0804'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW0804'CONCRETE IN THE TOP OF TILE.
 FW0804
 FW0804                          STATION RECOVERY (1934)
 FW0804
 FW0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0804'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0804'OLD FACTORY NOTED IN PREVIOUS DESCRIPTION WAS DESTROYED.  NEW
 FW0804'DESCRIPTION FOLLOWS--
 FW0804'
 FW0804'STATION IS LOCATED AT CHINCOTEAGUE POINT (OLD FACTORY POINT)
 FW0804'AT THE SW EXTREMITY OF CHINCOTEAGUE ISLAND, ABOUT 1/4 MILE
 FW0804'W OF THE POINT WHERE THE COAST GUARD TELEPHONE LINES CROSS
 FW0804'CHINCOTEAGUE INLET.  IT IS 45.5 METERS SW OF THE PRESENT
 FW0804'POSITION OF CHINCOTEAGUE POINT BEACON.  THE POINT SHOWS EVIDENCE
 FW0804'OF BEING GRADUALLY WASHED AWAY.
 FW0804'
 FW0804'SHORE LINE REFERENCE (HIGH-WATER MARK) FOLLOWS--
 FW0804'
 FW0804'TRIANGULATION STATION WALL - 60 METERS, WALL + 30 DEG -58
 FW0804'METERS, WALL + 60 DEG -45 METERS, WALL + 90 DEG -34 METERS,
 FW0804'WALL + 120 DEG -30 METERS.
 FW0804
 FW0804                          STATION RECOVERY (1934)
 FW0804
 FW0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0804'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0804'STATION IS LOCATED AT OLD FACTORY POINT AT SW EXTREMITY OF
 FW0804'CHINCOTEAGUE ISLAND AND ABOUT 1/4 MILE W OF THE POINT WHERE
 FW0804'THE COAST GUARD TELEPHONE LINES CROSS CHINCOTEAGUE INLET.
 FW0804'STATION IS 60 METERS NE OF OLD FACTORY AND 45.7 METERS S OF
 FW0804'CHINCOTEAGUE POINT BEACON.  THE POINT SHOWS EVIDENCE OF BEING
 FW0804'SEVERELY WASHED IN THE STORM OF AUGUST, 1933 AND HAS BEEN SET
 FW0804'BACK SEVERAL FEET.
 FW0804'
 FW0804'THE STATION WAS NOT OCCUPIED IN 1934.
 FW0804
 FW0804                          STATION RECOVERY (1937)
 FW0804
 FW0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW0804'STATION MARK AND REFERENCE MARK NO. 2 ARE LOST.  REFERENCE MARK
 FW0804'NO. 1 WAS RECOVERED AND BY MEANS OF THE ORIGINAL DISTANCES
 FW0804'IT WAS EVIDENT THAT THE SHORE LINE HAS WASHED AWAY TO SUCH AN
 FW0804'EXTENT THAT THE STATION MARK AND REFERENCE MARK NO. 2 WERE
 FW0804'DESTROYED.
 FW0804'
 FW0804'REFERENCE MARK NO. 2 IS ABOUT 20 METERS FROM THE EXTREME SW
 FW0804'END OF CHINCOTEAGUE POINT.  CHINCOTEAGUE POINT LIGHT IS
 FW0804'8.946 METERS NE BY E OF THE REFERENCE MARK.
 FW0804
 FW0804                          STATION RECOVERY (1942)
 FW0804
 FW0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0804'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE U.S.
 FW0804'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 FW0804'TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO CAPE
 FW0804'CHARLES, VIRGINIA--
 FW0804'
 FW0804'THE REFERENCE MARK IS 11.733 METERS SW OF CHINCOTEAGUE POINT LIGHT,
 FW0804'INSTEAD OF 8.946 METERS.
 FW0804'
 FW0804'THE STATION AND REFERENCE MARK NO. 2 WERE REPORTED LOST IN 1937.
 FW0804'
 FW0804'REFERENCE MARK NO. 1 IS LOCATED ON THE TIP OF CHINCOTEAGUE
 FW0804'ISLAND, ABOUT 2.7 NAUTICAL MILES S OF THE DRAWBRIDGE ACROSS
 FW0804'CHINCOTEAGUE CHANNEL AND 11.733 METERS SW OF CHINCOTEAGUE POINT
 FW0804'LIGHT.  THE MARK IS A BRONZE DISK REFERENCE MARK, STAMPED
 FW0804'CHIN 1933, SET IN THE TOP OF A 5-INCH TILE PIPE, FILLED WITH
 FW0804'CONCRETE, WHICH EXTENDS 7 INCHES ABOVE THE GROUND.  THE MARK IS
 FW0804'IN DANGER OF BEING DESTROYED IN THE NEAR FUTURE, AS IT IS NOW
 FW0804'ON THE HIGH-WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0805 ***********************************************************************
 FW0805  DESIGNATION -  CHIN 1933 RM 1
 FW0805  PID         -  FW0805
 FW0805  STATE/COUNTY-  VA/ACCOMACK
 FW0805  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0805
 FW0805                         *CURRENT SURVEY CONTROL
 FW0805  ___________________________________________________________________
 FW0805* NAD 83(1993)-  37 53 55.32536(N)    075 25 14.87632(W)     ADJUSTED  
 FW0805* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0805  ___________________________________________________________________
 FW0805  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FW0805  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0805
 FW0805  HORZ ORDER  -  THIRD
 FW0805
 FW0805.The horizontal coordinates were established by classical geodetic methods
 FW0805.and adjusted by the National Geodetic Survey in November 1994..
 FW0805
 FW0805.The orthometric height was scaled from a topographic map.
 FW0805
 FW0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0805
 FW0805.The geoid height was determined by GEOID03.
 FW0805
 FW0805;                    North         East     Units Scale Factor Converg.
 FW0805;SPC VA S     - 1,178,138.221 3,770,774.216   MT  0.99998830   +1 52 07.8
 FW0805;SPC VA S     - 3,865,275.15 12,371,281.74   sFT  0.99998830   +1 52 07.8
 FW0805;UTM  18      - 4,194,659.289   463,004.130   MT  0.99961686   -0 15 30.5
 FW0805
 FW0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0805!SPC VA S     -   1.00000578  x   0.99998830  =   0.99999408
 FW0805!UTM  18      -   1.00000578  x   0.99961686  =   0.99962263
 FW0805
 FW0805|---------------------------------------------------------------------|
 FW0805| PID    Reference Object                     Distance      Geod. Az  |
 FW0805|                                                           dddmmss.s |
 FW0805| FW0808 CHINCOTEAGUE POINT LIGHT             11.735 METERS 05436     |
 FW0805| FW0755 ASSATEAGUE LIGHTHOUSE 1909          APPROX. 5.9 KM 0761903.0 |
 FW0805| FW0816 GUNBOAT POINT LIGHT 2               APPROX. 1.8 KM 1970125.7 |
 FW0805| FW0785 WALLOPS BEACH COAST GUARD 2         APPROX. 3.7 KM 2105419.0 |
 FW0805|---------------------------------------------------------------------|
 FW0805
 FW0805                          SUPERSEDED SURVEY CONTROL
 FW0805
 FW0805  NAD 83(1993)-  37 53 55.32334(N)    075 25 14.88050(W) AD(       ) 3
 FW0805  NAD 83(1986)-  37 53 55.32150(N)    075 25 14.91281(W) AD(       ) 3
 FW0805  NAD 27      -  37 53 54.87748(N)    075 25 16.19133(W) AD(       ) 3
 FW0805
 FW0805.Superseded values are not recommended for survey control.
 FW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0805.See file dsdata.txt to determine how the superseded data were derived.
 FW0805
 FW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6300494659(NAD 83)
 FW0805_MARKER: DR = REFERENCE MARK DISK
 FW0805_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FW0805_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0805
 FW0805  HISTORY     - Date     Condition        Report By
 FW0805  HISTORY     - 1937     MONUMENTED       CGS
 FW0805
 FW0805                          STATION DESCRIPTION
 FW0805
 FW0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FW0805'REFERENCE MARK NO. 1 IS LOCATED ON THE TIP OF CHINCOTEAGUE
 FW0805'ISLAND, ABOUT 2.7 NAUTICAL MILES S OF THE DRAWBRIDGE ACROSS
 FW0805'CHINCOTEAGUE CHANNEL AND 11.733 METERS SW OF CHINCOTEAGUE POINT
 FW0805'LIGHT.  THE MARK IS A BRONZE DISK REFERENCE MARK, STAMPED
 FW0805'CHIN 1933, SET IN THE TOP OF A 5-INCH TILE PIPE, FILLED WITH
 FW0805'CONCRETE, WHICH EXTENDS 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0806 ***********************************************************************
 FW0806  DESIGNATION -  CHIN 2
 FW0806  PID         -  FW0806
 FW0806  STATE/COUNTY-  VA/ACCOMACK
 FW0806  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0806
 FW0806                         *CURRENT SURVEY CONTROL
 FW0806  ___________________________________________________________________
 FW0806* NAD 83(1993)-  37 53 52.42793(N)    075 25 04.45643(W)     ADJUSTED  
 FW0806* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 FW0806  ___________________________________________________________________
 FW0806  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FW0806  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0806
 FW0806  HORZ ORDER  -  SECOND
 FW0806
 FW0806.The horizontal coordinates were established by classical geodetic methods
 FW0806.and adjusted by the National Geodetic Survey in November 1994..
 FW0806
 FW0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0806
 FW0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0806
 FW0806.The geoid height was determined by GEOID03.
 FW0806
 FW0806;                    North         East     Units Scale Factor Converg.
 FW0806;SPC VA S     - 1,178,057.242 3,771,031.566   MT  0.99998817   +1 52 14.2
 FW0806;SPC VA S     - 3,865,009.47 12,372,126.06   sFT  0.99998817   +1 52 14.2
 FW0806;UTM  18      - 4,194,568.847   463,258.202   MT  0.99961663   -0 15 24.1
 FW0806
 FW0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0806!SPC VA S     -   1.00000553  x   0.99998817  =   0.99999370
 FW0806!UTM  18      -   1.00000553  x   0.99961663  =   0.99962215
 FW0806
 FW0806:                Primary Azimuth Mark                     Grid Az
 FW0806:SPC VA S     -  CHINCOTEAGUE WATER TANK                  040 33 04.2
 FW0806:UTM  18      -  CHINCOTEAGUE WATER TANK                  042 40 42.5
 FW0806
 FW0806|---------------------------------------------------------------------|
 FW0806| PID    Reference Object                     Distance      Geod. Az  |
 FW0806|                                                           dddmmss.s |
 FW0806| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 5.3 KM 0422518.4 |
 FW0806| FW0772 ASSATEAGUE BEACH CG LOT             APPROX. 5.8 KM 1305322.4 |
 FW0806| FW0800 ASSAT                               APPROX. 3.5 KM 1324040.8 |
 FW0806| DC7914 CHIN 2 RM 3                           7.672 METERS 17334     |
 FW0806| DC7915 CHIN 2 RM 4                          19.316 METERS 26059     |
 FW0806| FW0840 WALLOPS STATION NASA TANK           APPROX. 6.7 KM 3130403.2 |
 FW0806|---------------------------------------------------------------------|
 FW0806
 FW0806                          SUPERSEDED SURVEY CONTROL
 FW0806
 FW0806  NAD 83(1993)-  37 53 52.42560(N)    075 25 04.46073(W) AD(       ) 2
 FW0806  NAD 83(1986)-  37 53 52.42398(N)    075 25 04.49303(W) AD(       ) 2
 FW0806  NAD 27      -  37 53 51.97925(N)    075 25 05.77051(W) AD(       ) 2
 FW0806  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 FW0806
 FW0806.Superseded values are not recommended for survey control.
 FW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0806.See file dsdata.txt to determine how the superseded data were derived.
 FW0806
 FW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6325894569(NAD 83)
 FW0806_MARKER: DS = TRIANGULATION STATION DISK
 FW0806_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0806+WITH SETTING: INFORMATION.
 FW0806_SP_SET: PREFABRICATED CONCRETE POST
 FW0806
 FW0806  HISTORY     - Date     Condition        Report By
 FW0806  HISTORY     - 1962     MONUMENTED       CGS
 FW0806
 FW0806                          STATION DESCRIPTION
 FW0806
 FW0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0806'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF
 FW0806'CHINCOTEAGUE, 3-1/2 MILES EAST-SOUTHEAST OF CHINCOTEAGUE LIGHT
 FW0806'HOUSE AND ABOUT 150 YARDS EAST OF CHINCOTEAGUE POINT LIGHT.
 FW0806'
 FW0806'TO REACH THE STATION FROM CAPTAINS BOBS BOAT LANDING IN
 FW0806'CHINCOTEAGUE, GO SOUTHERLY UP CHINCOTEAGUE CANAL TO THE
 FW0806'SOUTHWEST CORNER OF CHINCOTEAGUE POINT WHICH IS KNOWN AS OLD
 FW0806'FACTORY POINT AND THE STATION AS DESCRIBED.
 FW0806'
 FW0806'STATION IS A STANDARD DISK CLAMPED ON THE TOP OF A 5/8 ROD
 FW0806'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND,
 FW0806'STAMPED CHIN 2 1962.  IT IS 72.0 FEET NORTH OF THE HIGH WATER
 FW0806'LINE, 3.3 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 FW0806'
 FW0806'REFERENCE MARK 3 IS A STANDARD DISK CLAMPED ON THE TOP OF A
 FW0806'5/8 ROD WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 FW0806'GROUND, STAMPED CHIN 2 NO 3 1962.  IT IS 32.0 FEET NORTH OF
 FW0806'THE HIGH WATER LINE AND 28.5 FEET NORTH OF A STANDARD METAL
 FW0806'WITNESS POST AND MARKER.
 FW0806'
 FW0806'REFERENCE MARK 4 IS A STANDARD DISK CLAMPED ON THE TOP OF 5/8
 FW0806'ROD WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 FW0806'GROUND, STAMPED CHIN 2 NO 4 1962.  IT IS 34.0 FEET NORTH OF
 FW0806'THE HIGH WATER LINE AND 2.7 FEET EAST-SOUTHEAST OF A STANDARD
 FW0806'METAL WITNESS POST AND MARKER.
 FW0806'
 FW0806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0803 ***********************************************************************
 FW0803  DESIGNATION -  CHIN POINT LIGHT
 FW0803  PID         -  FW0803
 FW0803  STATE/COUNTY-  VA/ACCOMACK
 FW0803  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0803
 FW0803                         *CURRENT SURVEY CONTROL
 FW0803  ___________________________________________________________________
 FW0803* NAD 83(1993)-  37 53 53.69274(N)    075 25 15.96377(W)     ADJUSTED  
 FW0803* NAVD 88     -                                                        
 FW0803  ___________________________________________________________________
 FW0803  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FW0803  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW0803
 FW0803  HORZ ORDER  -  THIRD
 FW0803
 FW0803.The horizontal coordinates were established by classical geodetic methods
 FW0803.and adjusted by the National Geodetic Survey in November 1994..
 FW0803
 FW0803
 FW0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0803
 FW0803.The geoid height was determined by GEOID03.
 FW0803
 FW0803;                    North         East     Units Scale Factor Converg.
 FW0803;SPC VA S     - 1,178,087.045 3,770,749.304   MT  0.99998823   +1 52 07.2
 FW0803;SPC VA S     - 3,865,107.25 12,371,200.01   sFT  0.99998823   +1 52 07.2
 FW0803;UTM  18      - 4,194,609.092   462,977.345   MT  0.99961688   -0 15 31.2
 FW0803
 FW0803                          SUPERSEDED SURVEY CONTROL
 FW0803
 FW0803  NAD 83(1993)-  37 53 53.69071(N)    075 25 15.96797(W) AD(       ) 4
 FW0803  NAD 83(1986)-  37 53 53.68879(N)    075 25 16.00171(W) AD(       ) 4
 FW0803  NAD 27      -  37 53 53.21000(N)    075 25 17.27300(W) AD(       ) 3
 FW0803
 FW0803.Superseded values are not recommended for survey control.
 FW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0803.See file dsdata.txt to determine how the superseded data were derived.
 FW0803
 FW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6297794609(NAD 83)
 FW0803_MARKER: 14 = NAVIGATION LIGHT
 FW0803
 FW0803  HISTORY     - Date     Condition        Report By
 FW0803  HISTORY     - 1933     FIRST OBSERVED   CGS
 FW0803  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW0803
 FW0803                          STATION DESCRIPTION
 FW0803
 FW0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0803'STATION LOST.  THE LIGHT WAS WRECKED BY A STORM AND REPLACED
 FW0803'IN A NEW POSITION.  NEW POSITION IS LISTED AS A RECOVERABLE
 FW0803'TOPOGRAPHIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0314 ***********************************************************************
 FW0314  DESIGNATION -  CHINCO NE BASE
 FW0314  PID         -  FW0314
 FW0314  STATE/COUNTY-  VA/ACCOMACK
 FW0314  USGS QUAD   -  HALLWOOD (1992)
 FW0314
 FW0314                         *CURRENT SURVEY CONTROL
 FW0314  ___________________________________________________________________
 FW0314* NAD 83(1993)-  37 57 31.56068(N)    075 32 11.87208(W)     ADJUSTED  
 FW0314* NAVD 88     -         6.810  (meters)      22.34   (feet)  ADJUSTED  
 FW0314  ___________________________________________________________________
 FW0314  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FW0314  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 FW0314  DYNAMIC HT  -           6.805 (meters)      22.33  (feet)  COMP
 FW0314  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 FW0314
 FW0314  HORZ ORDER  -  FIRST
 FW0314  VERT ORDER  -  FIRST     CLASS II
 FW0314
 FW0314.The horizontal coordinates were established by classical geodetic methods
 FW0314.and adjusted by the National Geodetic Survey in November 1994..
 FW0314
 FW0314.The orthometric height was determined by differential leveling
 FW0314.and adjusted by the National Geodetic Survey in June 1991..
 FW0314
 FW0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0314
 FW0314.The geoid height was determined by GEOID03.
 FW0314
 FW0314.The dynamic height is computed by dividing the NAVD 88
 FW0314.geopotential number by the normal gravity value computed on the
 FW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0314.degrees latitude (g = 980.6199 gals.).
 FW0314
 FW0314.The modeled gravity was interpolated from observed gravity values.
 FW0314
 FW0314;                    North         East     Units Scale Factor Converg.
 FW0314;SPC VA S     - 1,184,475.865 3,760,382.507   MT  0.99999857   +1 47 54.8
 FW0314;SPC VA S     - 3,886,067.90 12,337,188.28   sFT  0.99999857   +1 47 54.8
 FW0314;SPC MD       -    33,455.819   528,607.598   MT  1.00007686   +0 55 06.5
 FW0314;SPC MD       -   109,762.97  1,734,273.43   sFT  1.00007686   +0 55 06.5
 FW0314;UTM  18      - 4,201,375.925   452,858.683   MT  0.99962737   -0 19 48.3
 FW0314
 FW0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0314!SPC VA S     -   1.00000465  x   0.99999857  =   1.00000322
 FW0314!SPC MD       -   1.00000465  x   1.00007686  =   1.00008151
 FW0314!UTM  18      -   1.00000465  x   0.99962737  =   0.99963202
 FW0314
 FW0314|---------------------------------------------------------------------|
 FW0314| PID    Reference Object                     Distance      Geod. Az  |
 FW0314|                                                           dddmmss.s |
 FW0314| DC7917 CHINCO NE BASE RM 1                  31.309 METERS 07620     |
 FW0314| DC7916 CHINCO NE BASE AZ MK                               1250128.7 |
 FW0314| FW1059 HALLWOOD TAYLOR PACKING STACK       APPROX.10.5 KM 2074036.5 |
 FW0314| DC7918 CHINCO NE BASE RM 2                  44.540 METERS 20805     |
 FW0314|---------------------------------------------------------------------|
 FW0314
 FW0314                          SUPERSEDED SURVEY CONTROL
 FW0314
 FW0314  NAD 83(1993)-  37 57 31.56088(N)    075 32 11.87541(W) AD(       ) 1
 FW0314  NAD 83(1986)-  37 57 31.55798(N)    075 32 11.90638(W) AD(       ) 1
 FW0314  NAD 27      -  37 57 31.11400(N)    075 32 13.17600(W) AD(       ) 1
 FW0314  NGVD 29 (??/??/??)    7.059  (m)           23.16   (f) ADJUSTED    1 2
 FW0314
 FW0314.Superseded values are not recommended for survey control.
 FW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0314.See file dsdata.txt to determine how the superseded data were derived.
 FW0314
 FW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5285901376(NAD 83)
 FW0314_MARKER: DS = TRIANGULATION STATION DISK
 FW0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0314_STAMPING: CHINCO NE BASE 1949
 FW0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0314+STABILITY: SURFACE MOTION
 FW0314
 FW0314  HISTORY     - Date     Condition        Report By
 FW0314  HISTORY     - 1949     MONUMENTED       CGS
 FW0314  HISTORY     - 1954     GOOD             USN
 FW0314  HISTORY     - 1972     GOOD             NGS
 FW0314  HISTORY     - 1972     GOOD             NGS
 FW0314
 FW0314                          STATION DESCRIPTION
 FW0314
 FW0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0314'THE STATION IS LOCATED ALONG THE PENNSYLVANIA RAILROAD ABOUT
 FW0314'1.0 MILE SOUTH OF THE VILLAGE OF CHURCH.  IT IS 66 FEET EAST
 FW0314'OF THE EAST RAIL OF THE NORTH BOUND TRACK AND 16 FEET SOUTH
 FW0314'OF CENTER OF TRACK ROAD.  THE MARK PROJECTS 2 INCHES AND THE
 FW0314'DISK IS STAMPED CHINCO N E BASE 1949.
 FW0314'
 FW0314'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF TRACK ROAD.  THE
 FW0314'MARK IS FLUSH AND THE DISK IS STAMPED CHINCO N E BASE NO 1 1949.
 FW0314'
 FW0314'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE EAST RAIL OF THE
 FW0314'NORTH BOUND TRACK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FW0314'CHINCO N E BASE NO 2 1949.
 FW0314'
 FW0314'AZIMUTH MARK IS 37 FEET WEST OF THE WEST EDGE OF SOUTH BOUND
 FW0314'TRAFFIC LANE OF U.S. HIGHWAY 13 AND 14 FEET SOUTHWEST OF
 FW0314'POWER LINE POLE NO. 42.  THE MARK IS FLUSH AND THE DISK IS
 FW0314'STAMPED CHINCO N E 1949.
 FW0314'
 FW0314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 FW0314'AND STATE HIGHWAY 175, GO NORTH ON HIGHWAY 13 FOR 0.85 MILE
 FW0314'TO THE AZIMUTH ON LEFT AS DESCRIBED.  CONTINUE AHEAD ON
 FW0314'HIGHWAY 13 FOR 0.1 MILE TO TRACK ROAD LEFT, TURN LEFT AND
 FW0314'GO WEST ON TRACK ROAD FOR 0.2 MILE TO STATION ON LEFT AS
 FW0314'DESCRIBED.
 FW0314'
 FW0314'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FW0314
 FW0314                          STATION RECOVERY (1954)
 FW0314
 FW0314'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW0314'STATION MARK RECOVERED AS DESCRIBED.  R.M. 1 NOT RECOVERED.
 FW0314'LOCATED ON CENTER LINE OF A NEW ROAD LEADING TO STATION.
 FW0314'NO DIGGING DONE.  R.M. 2 RECOVERED AS DESCRIBED.
 FW0314
 FW0314                          STATION RECOVERY (1972)
 FW0314
 FW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW0314'THE STATION MARK WAS RECOVERED AND IN GOOD CONDITION.  RM 1, RM 2 AND
 FW0314'THE AZIMUTH MARK WERE ALL SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 FW0314'
 FW0314'THE STATION MAY BE REACHED BY GOING 1.4 MILES SOUTHWEST ALONG THE
 FW0314'PENN CENTRAL RAILROAD FROM THE CROSSING OF STATE ROAD 709 AT NEW
 FW0314'CHURCH.  THE STATION IS 0.3 MILE SOUTHWEST OF THE CROSSING OF STATE
 FW0314'HIGHWAY 704, 0.25 MILE NORTHEAST OF MILEPOST 39, IN THE CENTER OF
 FW0314'A TRIANGLE FORMED BY 3 STEEL LEGS WHICH FORMERLY SUPPORTED A
 FW0314'SURVEY TOWER, 80 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET
 FW0314'SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, 1 FOOT NORTHEAST OF A
 FW0314'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 FW0314'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 FW0314'THE DISK IS STAMPED CHINCO NE BASE 1949.
 FW0314'
 FW0314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES SOUTHWEST
 FW0314'OF NEW CHURCH.
 FW0314
 FW0314                          STATION RECOVERY (1972)
 FW0314
 FW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0314'1.4 MI SW FROM NEW CHURCH.
 FW0314'ABOUT 1.4 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0314'THE CROSSING OF STATE ROAD 709 AT NEW CHURCH, 0.3 MILE SOUTHWEST
 FW0314'OF THE CROSSING OF STATE ROAD 704, 0.25 MILE NORTHEAST OF MILEPOST
 FW0314'39, IN THE CENTER OF 3 STEEL LEGS OF A FORMER TOWER, (LEGS LEFT
 FW0314'INTACT), 80 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET SOUTH
 FW0314'OF THE CENTER LINE OF A DIM TRAIL, 1 FOOT NORTHEAST OF A METAL
 FW0314'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 FW0314'TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1058 ***********************************************************************
 FW1058  DESIGNATION -  CHINCO SW BASE
 FW1058  PID         -  FW1058
 FW1058  STATE/COUNTY-  VA/ACCOMACK
 FW1058  USGS QUAD   -  HALLWOOD (1992)
 FW1058
 FW1058                         *CURRENT SURVEY CONTROL
 FW1058  ___________________________________________________________________
 FW1058* NAD 83(1993)-  37 52 46.45090(N)    075 35 21.46168(W)     ADJUSTED  
 FW1058* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FW1058  ___________________________________________________________________
 FW1058  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FW1058  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW1058
 FW1058  HORZ ORDER  -  FIRST
 FW1058
 FW1058.The horizontal coordinates were established by classical geodetic methods
 FW1058.and adjusted by the National Geodetic Survey in November 1994..
 FW1058
 FW1058.The orthometric height was scaled from a topographic map.
 FW1058
 FW1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1058
 FW1058.The geoid height was determined by GEOID03.
 FW1058
 FW1058;                    North         East     Units Scale Factor Converg.
 FW1058;SPC VA S     - 1,175,545.664 3,756,027.564   MT  0.99998526   +1 45 59.7
 FW1058;SPC VA S     - 3,856,769.40 12,322,900.43   sFT  0.99998526   +1 45 59.7
 FW1058;UTM  18      - 4,192,616.802   448,176.759   MT  0.99963308   -0 21 42.6
 FW1058
 FW1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1058!SPC VA S     -   1.00000498  x   0.99998526  =   0.99999024
 FW1058!UTM  18      -   1.00000498  x   0.99963308  =   0.99963805
 FW1058
 FW1058:                Primary Azimuth Mark                     Grid Az
 FW1058:SPC VA S     -  CHINCO SW BASE AZ MK                     101 01 36.8
 FW1058:UTM  18      -  CHINCO SW BASE AZ MK                     103 09 19.1
 FW1058
 FW1058|---------------------------------------------------------------------|
 FW1058| PID    Reference Object                     Distance      Geod. Az  |
 FW1058|                                                           dddmmss.s |
 FW1058| DC7919 CHINCO SW BASE AZ MK                               1024736.5 |
 FW1058| FW0327 CHINCO SW BASE RM 1                  54.230 METERS 13837     |
 FW1058| FW1059 HALLWOOD TAYLOR PACKING STACK       APPROX. 0.5 KM 2052247.5 |
 FW1058| FW1094 PARKSLEY TANK                       APPROX.11.8 KM 2065718.5 |
 FW1058| FW0328 CHINCO SW BASE RM 2                  60.280 METERS 22309     |
 FW1058|---------------------------------------------------------------------|
 FW1058
 FW1058                          SUPERSEDED SURVEY CONTROL
 FW1058
 FW1058  NAD 83(1993)-  37 52 46.45191(N)    075 35 21.46818(W) AD(       ) 1
 FW1058  NAD 83(1986)-  37 52 46.44886(N)    075 35 21.49696(W) AD(       ) 1
 FW1058  NAD 27      -  37 52 45.99871(N)    075 35 22.75875(W) AD(       ) 1
 FW1058
 FW1058.Superseded values are not recommended for survey control.
 FW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1058.See file dsdata.txt to determine how the superseded data were derived.
 FW1058
 FW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4817792617(NAD 83)
 FW1058_MARKER: DS = TRIANGULATION STATION DISK
 FW1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1058
 FW1058  HISTORY     - Date     Condition        Report By
 FW1058  HISTORY     - 1949     MONUMENTED       CGS
 FW1058  HISTORY     - 1958     GOOD             CGS
 FW1058  HISTORY     - 1960     GOOD             CGS
 FW1058  HISTORY     - 1961     GOOD             CGS
 FW1058  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FW1058  HISTORY     - 1977     POOR             NGS
 FW1058
 FW1058                          STATION DESCRIPTION
 FW1058
 FW1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW1058'STATION IS LOCATED IN THE TOWN OF HALL WOOD ON PROPERTY
 FW1058'OWNED BY THE PENNSYLVANIA RAILROAD.  IT IS 200 FEET NORTH
 FW1058'OF THE NORTHEAST CORNER OF THE RAILROAD DEPOT, 65 FEET EAST
 FW1058'OF THE EAST RAIL OF THE RAILROAD TRACKS, 57 FEET SOUTH OF
 FW1058'THE CENTER OF A WOODEN WATER TANK AND 29 FEET SOUTHEAST OF
 FW1058'THE SOUTHEAST CORNER OF A FRAME BUILDING.  THE MARK IS FLUSH
 FW1058'AND THE DISK IS STAMPED CHINCO S.W. BASE 1949.
 FW1058'
 FW1058'REFERENCE MARK NO. 1 IS 94 FEET EAST OF THE EAST RAIL OF
 FW1058'RAILROAD SIDING AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 FW1058'IS FLUSH AND THE DISK IS STAMPED CHINCO S.W. BASE NO 1 1949.
 FW1058'
 FW1058'REFERENCE MARK NO. 2 IS 13 FEET EAST OF THE EAST RAIL OF THE
 FW1058'RAILROAD TRACKS AND 11 FEET NORTHWEST OF THE NORTHWEST CORNER
 FW1058'OF THE DEPOT.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FW1058'CHINCO S.W. BASE NO 2 1949.
 FW1058'
 FW1058'THE AZIMUTH MARK IS 38 FEET SOUTHEAST OF A TELEPHONE POLE,
 FW1058'20 FEET SOUTH OF THE CENTER OF A PAVED ROAD AND 14 FEET WEST
 FW1058'OF THE CENTER OF A SAND ROAD.  THE MARK IS FLUSH AND THE DISK
 FW1058'IS STAMPED CHINCO S.W. BASE 1949.
 FW1058'
 FW1058'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.15
 FW1058'MILE TO PAVED ROAD, TURN LEFT AND GO EAST ON THE PAVED ROAD
 FW1058'FOR 0.8 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 FW1058'
 FW1058'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FW1058
 FW1058                          STATION RECOVERY (1958)
 FW1058
 FW1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1058'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 FW1058'BE IN GOOD CONDITION.  THE STATION MARK IS NOW UNDER A SAND
 FW1058'PILE.  THE ANCHOR LEGS OF THE TOWER ARE STILL IN THE GROUND
 FW1058'AND THEIR TOPS PROJECT ABOUT 1 FT.  THE STATION MARK IS IN THE
 FW1058'CENTER OF THESE LEGS.  SOME CLEARING WOULD BE NECESSARY
 FW1058'NOW BEFORE THE AZIMUTH WOULD BE V.G.
 FW1058
 FW1058                          STATION RECOVERY (1960)
 FW1058
 FW1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 FW1058'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 FW1058'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 FW1058'VERIFIED.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT
 FW1058'WITH THE FOLLOWING EXCEPTION--THE AZIMUTH MARK IS NO LONGER
 FW1058'VISIBLE FROM THE GROUND AT THE STATION.
 FW1058
 FW1058                          STATION RECOVERY (1961)
 FW1058
 FW1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1058'ALL MARKS RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION
 FW1058'IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.  WATER TANK,
 FW1058'FRAME BUILDING AND ALL FENCES ARE GONE.
 FW1058'
 FW1058'R.M. 1 IS 99.6 FEET EAST OF EAST RAIL OF SIDING, IN THE
 FW1058'EDGE OF A FIELD 4.5 FEET EAST OF WEST EDGE OF FIELD.
 FW1058'
 FW1058'R.M. 2 IS 11.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FW1058'DEPOT AND 13.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 FW1058'
 FW1058'AZIMUTH MARK IS 38 FEET SOUTHEAST OF TELEPHONE POLE NO. 32,
 FW1058'ON A 3.5 FOOT BANK AND 25 FEET SOUTHWEST OF THE JUNCTION OF
 FW1058'A SAND AND BLACKTOP ROAD.
 FW1058
 FW1058                          STATION RECOVERY (1972)
 FW1058
 FW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW1058'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  A CONCRETE POST WAS
 FW1058'FOUND AT THE DESCRIBED LOCATION FOR THE STATION BUT THE DISK HAD
 FW1058'BEEN REMOVED.  THE UNDERGROUND MARK IS IN ALL PROBABILITY STILL
 FW1058'INTACT.  THE STATION COULD PROBABLY BE SAVED WITH A LITTLE EFFORT.
 FW1058'RM 1 AND RM 2 WAS RECOVERED AND IN GOOD CONDITION.  THE AZIMUTH MARK
 FW1058'WAS ALSO RECOVERED AND IN GOOD CONDITION.
 FW1058'
 FW1058'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FW1058'
 FW1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HALLWOOD.
 FW1058
 FW1058                          STATION RECOVERY (1977)
 FW1058
 FW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FW1058'THE STATION MARK WAS RECOVERED WITH ONLY THE SHANK OF THE DISK
 FW1058'REMAINING AND A NEW DISK WAS SET IN THE OLD HOLE.  REFERENCE MARKS AND
 FW1058'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 FW1058'IS NOT VISIBLE FROM THE GROUND.  THE DISTANCE AND DIRECTIONS TO THE
 FW1058'REFERENCE MARKS CHECKED WITH THE 1949 DATA.
 FW1058'
 FW1058'A NEW DESCRIPTION FOLLOWS.
 FW1058'
 FW1058'THE STATION IS LOCATED IN THE TOWN OF HALLWOOD ON PROPERTY OF THE
 FW1058'PENNSYLVANIA RAILROAD JUST NORTH OF THE ABANDON RAILROAD STATION.
 FW1058'
 FW1058'TO REACH FROM THE POST OFFICE IN HALLWOOD, GO WEST FOR 0.1 MILE
 FW1058'TO RAILROAD CROSSING, TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF
 FW1058'TRACKS FOR 0.15 MILE TO THE STATION.
 FW1058'
 FW1058'STATION MARK IS A STANDARD DISK STAMPED---CHINCO SW BASE
 FW1058'1949-1977---.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 FW1058'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 200 FEET
 FW1058'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD DEPOT, 83.5
 FW1058'FEET NORTHEAST OF A TELEPHONE POLE, 78.8 FEET SOUTH OF A TELEPHONE
 FW1058'POLE, 65 FEET EAST-SOUTHEAST OF THE EAST RAIL OF TRACKS AND 1.5 FEET
 FW1058'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 FW1058'INSPECTED.
 FW1058'
 FW1058'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CHINCO SW BASE NO 1
 FW1058'1949---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FW1058'FLUSH WITH THE GROUND.  IT IS 96 FEET NORTHEAST OF THE CENTER OF THE
 FW1058'INTERSECTION OF SR 2409 AND 2405, 94 FEET SOUTHEAST OF THE SOUTHEAST
 FW1058'RAIL OF SPUR LINE, 76 FEET NORTHEAST OF POWERLINE POLE 277, AND 18
 FW1058'FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY.
 FW1058'
 FW1058'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CHINCO SW BASE NO 1
 FW1058'1949---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 FW1058'IS FLUSH WITH THE GROUND.  IT IS 28 FEET NORTH-NORTHEAST OF THE
 FW1058'NORTHWEST CORNER OF THE DEPOT, 13.1 FEET EAST-SOUTHEAST OF THE EAST
 FW1058'RAIL OF RAILROAD TRACKS AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 FW1058'
 FW1058'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---CHINCHO SW BASE 1949---
 FW1058'SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT THAT IS RECESSED
 FW1058'1-INCH BELOW THE GROUND SURFACE.  IT IS 82 FEET NORTHWEST OF POWER
 FW1058'LINE POLE NUMBER 2-28-26, 38 FEET SOUTH-SOUTHWEST OF TELEPHONE
 FW1058'JUNCTION BOX NUMBER 6294, 20 FEET SOUTHWEST OF THE CENTERLINE OF
 FW1058'COUNTY ROAD 689, 1.3 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT
 FW1058'3 FEET HIGHER THAN THE ROAD.
 FW1058'
 FW1058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.15 MILE,
 FW1058'TURN LEFT AND GO EAST FOR 0.25 MILE TO A FORK AT THE JUNCTION OF
 FW1058'COUNTY ROADS 689 AND 687.  TAKE THE LEFT FORK AND GO EASTERLY ON
 FW1058'ROAD 689 FOR 0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0327 ***********************************************************************
 FW0327  DESIGNATION -  CHINCO SW BASE RM 1
 FW0327  PID         -  FW0327
 FW0327  STATE/COUNTY-  VA/ACCOMACK
 FW0327  USGS QUAD   -  HALLWOOD (1992)
 FW0327
 FW0327                         *CURRENT SURVEY CONTROL
 FW0327  ___________________________________________________________________
 FW0327* NAD 83(1986)-  37 52 43.     (N)    075 35 22.     (W)     SCALED    
 FW0327* NAVD 88     -         4.871  (meters)      15.98   (feet)  ADJUSTED  
 FW0327  ___________________________________________________________________
 FW0327  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0327  DYNAMIC HT  -           4.868 (meters)      15.97  (feet)  COMP
 FW0327  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 FW0327
 FW0327  VERT ORDER  -  FIRST     CLASS II
 FW0327
 FW0327.The horizontal coordinates were scaled from a topographic map and have
 FW0327.an estimated accuracy of +/- 6 seconds.
 FW0327
 FW0327.The orthometric height was determined by differential leveling
 FW0327.and adjusted by the National Geodetic Survey in June 1991..
 FW0327
 FW0327.The geoid height was determined by GEOID03.
 FW0327
 FW0327.The dynamic height is computed by dividing the NAVD 88
 FW0327.geopotential number by the normal gravity value computed on the
 FW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0327.degrees latitude (g = 980.6199 gals.).
 FW0327
 FW0327.The modeled gravity was interpolated from observed gravity values.
 FW0327
 FW0327;                    North         East    Units  Estimated Accuracy
 FW0327;SPC VA S     - 1,175,440.    3,756,020.      MT  (+/- 180 meters Scaled)
 FW0327
 FW0327                          SUPERSEDED SURVEY CONTROL
 FW0327
 FW0327  NGVD 29 (??/??/??)    5.116  (m)           16.78   (f) ADJUSTED    1 2
 FW0327
 FW0327.Superseded values are not recommended for survey control.
 FW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0327.See file dsdata.txt to determine how the superseded data were derived.
 FW0327
 FW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG481925(NAD 83)
 FW0327_MARKER: DR = REFERENCE MARK DISK
 FW0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0327_STAMPING: CHINCO SW BASE NO 1 1949
 FW0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0327+STABILITY: SURFACE MOTION
 FW0327
 FW0327  HISTORY     - Date     Condition        Report By
 FW0327  HISTORY     - 1949     MONUMENTED       CGS
 FW0327  HISTORY     - 1972     GOOD             NGS
 FW0327
 FW0327                          STATION DESCRIPTION
 FW0327
 FW0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0327'0.1 MI NE FROM HALLWOOD.
 FW0327'ABOUT 0.1 MILE NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0327'THE CROSSING OF STATE ROAD 692 AT HALLWOOD, 100.4 FEET SOUTHEAST
 FW0327'OF THE SOUTHEAST RAIL OF A SIDE TRACK, 95 FEET NORTHEAST OF THE
 FW0327'CENTER LINE OF COUNTY ROAD 2405, 177.9 FEET SOUTHEAST OF A
 FW0327'CONCRETE POST IN GROUND WHICH FORMERLY WAS THE STATION MARK
 FW0327'(DISK GONE), 253.2 FEET EAST OF RM 2 DESCRIBED, 231 FEET
 FW0327'SOUTHEAST OF AND ACROSS A SIDE TRACK FROM THE MAIN TRACK, 1
 FW0327'FOOT NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 FW0327'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FW0327'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0328 ***********************************************************************
 FW0328  DESIGNATION -  CHINCO SW BASE RM 2
 FW0328  PID         -  FW0328
 FW0328  STATE/COUNTY-  VA/ACCOMACK
 FW0328  USGS QUAD   -  HALLWOOD (1992)
 FW0328
 FW0328                         *CURRENT SURVEY CONTROL
 FW0328  ___________________________________________________________________
 FW0328* NAD 83(1986)-  37 52 43.     (N)    075 35 23.     (W)     SCALED    
 FW0328* NAVD 88     -         5.516  (meters)      18.10   (feet)  ADJUSTED  
 FW0328  ___________________________________________________________________
 FW0328  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0328  DYNAMIC HT  -           5.512 (meters)      18.08  (feet)  COMP
 FW0328  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 FW0328
 FW0328  VERT ORDER  -  FIRST     CLASS I
 FW0328
 FW0328.The horizontal coordinates were scaled from a topographic map and have
 FW0328.an estimated accuracy of +/- 6 seconds.
 FW0328
 FW0328.The orthometric height was determined by differential leveling
 FW0328.and adjusted by the National Geodetic Survey in June 1991..
 FW0328
 FW0328.The geoid height was determined by GEOID03.
 FW0328
 FW0328.The dynamic height is computed by dividing the NAVD 88
 FW0328.geopotential number by the normal gravity value computed on the
 FW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0328.degrees latitude (g = 980.6199 gals.).
 FW0328
 FW0328.The modeled gravity was interpolated from observed gravity values.
 FW0328
 FW0328;                    North         East    Units  Estimated Accuracy
 FW0328;SPC VA S     - 1,175,440.    3,755,990.      MT  (+/- 180 meters Scaled)
 FW0328
 FW0328                          SUPERSEDED SURVEY CONTROL
 FW0328
 FW0328  NGVD 29 (??/??/??)    5.761  (m)           18.90   (f) ADJUSTED    1 1
 FW0328
 FW0328.Superseded values are not recommended for survey control.
 FW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0328.See file dsdata.txt to determine how the superseded data were derived.
 FW0328
 FW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG481925(NAD 83)
 FW0328_MARKER: DR = REFERENCE MARK DISK
 FW0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0328_STAMPING: CHINCO SW BASE NO 2 1949
 FW0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0328+STABILITY: SURFACE MOTION
 FW0328
 FW0328  HISTORY     - Date     Condition        Report By
 FW0328  HISTORY     - 1949     MONUMENTED       CGS
 FW0328  HISTORY     - 1972     GOOD             NGS
 FW0328
 FW0328                          STATION DESCRIPTION
 FW0328
 FW0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0328'0.1 MI NE FROM HALLWOOD.
 FW0328'ABOUT 0.1 MILE NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0328'THE CROSSING OF STATE ROAD 692 AT HALLWOOD, 246.5 FEET NORTHEAST
 FW0328'OF AND ACROSS THE TRACK FROM MILEPOST 45, 28 FEET NORTHEAST
 FW0328'OF THE NORTH CORNER OF THE ABANDON STATION HOUSE, 13.6 FEET
 FW0328'SOUTHEAST OF THE SOUTHEAST RAIL, 253.2 FEET WEST OF RM 1, 197.8
 FW0328'FEET SOUTHWEST OF A CONCRETE POST WHICH FORMERLY WAS THE STATION
 FW0328'(DISK HAS BEEN REMOVED FROM THE POST), 1.2 FEET SOUTHWEST
 FW0328'OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE TRACK
 FW0328'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 FW0328'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0759 ***********************************************************************
 FW0759  DESIGNATION -  CHINCOTEAGUE BAPTIST CHURCH
 FW0759  PID         -  FW0759
 FW0759  STATE/COUNTY-  VA/ACCOMACK
 FW0759  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0759
 FW0759                         *CURRENT SURVEY CONTROL
 FW0759  ___________________________________________________________________
 FW0759* NAD 83(1993)-  37 55 54.37671(N)    075 22 17.96833(W)     ADJUSTED  
 FW0759* NAVD 88     -                                                        
 FW0759  ___________________________________________________________________
 FW0759  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FW0759  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0759
 FW0759  HORZ ORDER  -  THIRD
 FW0759
 FW0759.The horizontal coordinates were established by classical geodetic methods
 FW0759.and adjusted by the National Geodetic Survey in November 1994..
 FW0759
 FW0759
 FW0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0759
 FW0759.The geoid height was determined by GEOID03.
 FW0759
 FW0759;                    North         East     Units Scale Factor Converg.
 FW0759;SPC VA S     - 1,181,948.827 3,774,972.332   MT  0.99999382   +1 53 55.2
 FW0759;SPC VA S     - 3,877,777.11 12,385,055.06   sFT  0.99999382   +1 53 55.2
 FW0759;UTM  18      - 4,198,310.067   467,339.167   MT  0.99961314   -0 13 42.5
 FW0759
 FW0759                          SUPERSEDED SURVEY CONTROL
 FW0759
 FW0759  NAD 83(1993)-  37 55 54.37448(N)    075 22 17.97142(W) AD(       ) 4
 FW0759  NAD 83(1986)-  37 55 54.37208(N)    075 22 18.00450(W) AD(       ) 4
 FW0759  NAD 27      -  37 55 53.99200(N)    075 22 19.32900(W) AD(       ) 3
 FW0759
 FW0759.Superseded values are not recommended for survey control.
 FW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0759.See file dsdata.txt to determine how the superseded data were derived.
 FW0759
 FW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6733998310(NAD 83)
 FW0759_MARKER: 90 = CHURCH SPIRE
 FW0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0759+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0759
 FW0759  HISTORY     - Date     Condition        Report By
 FW0759  HISTORY     - 1902     FIRST OBSERVED   CGS
 FW0759  HISTORY     - 1942     GOOD             CGS
 FW0759  HISTORY     - 1958     GOOD             CGS
 FW0759  HISTORY     - 1961     GOOD             CGS
 FW0759  HISTORY     - 20031015 GOOD             USPSQD
 FW0759
 FW0759                          STATION DESCRIPTION
 FW0759
 FW0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0759'THE STATION IS LOCATED ON CHURCH STREET IN CHINCOTEAGUE, VIRGINIA,
 FW0759'1505 FEET E OF MAIN STREET AND 42 FEET N OF THE CENTER LINE OF
 FW0759'CHURCH STREET.  THE BUILDING HAS TWO SPIRES, THE W SPIRE, WHICH
 FW0759'IS SLIGHTLY HIGHER WAS ASSUMED TO BE THE STATION.  THE STATION
 FW0759'IS IN GOOD CONDITION.
 FW0759
 FW0759                          STATION RECOVERY (1958)
 FW0759
 FW0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0759'THE STATION WAS RECOVERED AS DESCRIBED.  THE CHURCH IS COVERED
 FW0759'WITH PERMA-STONE AND IS LOCATED JUST N OF THE INTERSECTION OF
 FW0759'CHURCH STREET AND PENSIN STREET.
 FW0759
 FW0759                          STATION RECOVERY (1961)
 FW0759
 FW0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0759'STATION RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION IS
 FW0759'ADEQUATE FOR RECOVERY.
 FW0759
 FW0759                          STATION RECOVERY (2003)
 FW0759
 FW0759'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0759'REFERENCED CHURCH IS UNION BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1149 ***********************************************************************
 FW1149  DESIGNATION -  CHINCOTEAGUE HOG IS BEACON 7
 FW1149  PID         -  FW1149
 FW1149  STATE/COUNTY-  VA/ACCOMACK
 FW1149  USGS QUAD   -  METOMKIN INLET (1992)
 FW1149
 FW1149                         *CURRENT SURVEY CONTROL
 FW1149  ___________________________________________________________________
 FW1149* NAD 83(1993)-  37 43 43.50934(N)    075 33 52.17286(W)     ADJUSTED  
 FW1149* NAVD 88     -                                                        
 FW1149  ___________________________________________________________________
 FW1149  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FW1149  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1149
 FW1149  HORZ ORDER  -  THIRD
 FW1149
 FW1149.The horizontal coordinates were established by classical geodetic methods
 FW1149.and adjusted by the National Geodetic Survey in November 1994..
 FW1149
 FW1149
 FW1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1149
 FW1149.The geoid height was determined by GEOID03.
 FW1149
 FW1149;                    North         East     Units Scale Factor Converg.
 FW1149;SPC VA S     - 1,158,882.124 3,758,728.931   MT  0.99996523   +1 46 53.9
 FW1149;SPC VA S     - 3,802,099.10 12,331,763.17   sFT  0.99996523   +1 46 53.9
 FW1149;UTM  18      - 4,175,870.201   450,256.875   MT  0.99963048   -0 20 43.6
 FW1149
 FW1149                          SUPERSEDED SURVEY CONTROL
 FW1149
 FW1149  NAD 83(1993)-  37 43 43.50701(N)    075 33 52.18750(W) AD(       ) 4
 FW1149  NAD 83(1986)-  37 43 43.50749(N)    075 33 52.20992(W) AD(       ) 4
 FW1149  NAD 27      -  37 43 43.04300(N)    075 33 53.45500(W) AD(       ) 3
 FW1149
 FW1149.Superseded values are not recommended for survey control.
 FW1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1149.See file dsdata.txt to determine how the superseded data were derived.
 FW1149
 FW1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5025775870(NAD 83)
 FW1149_MARKER: 11 = PILING
 FW1149
 FW1149  HISTORY     - Date     Condition        Report By
 FW1149  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1149  HISTORY     - 1942     GOOD             CGS
 FW1149  HISTORY     - 1951     GOOD             CGS
 FW1149
 FW1149                          STATION DESCRIPTION
 FW1149
 FW1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1149'SIMILAR TO BEACON 5 AND LOCATED IN THE EASTERN SECTION OF
 FW1149'THE BAY.  AN INTERSECTION STATION.
 FW1149
 FW1149                          STATION RECOVERY (1942)
 FW1149
 FW1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1149'THE 1934 DESCRIPTION IS COMPLETE, CORRECT AND ADEQUATE.
 FW1149'SEXTANT ANGLES WERE OBSERVED TO ENABLE THE COMPILING OFFICE
 FW1149'TO DETERMINE WHETHER THERE HAS BEEN ANY MOVEMENT OF THE BEACON
 FW1149'SINCE 1934.  THE BEACON APPEARS TO BE IN ITS 1934 POSITION.
 FW1149'THE CORRECT NAME GIVEN IN THE 1942 LIGHT LIST IS BEACON 7
 FW1149'CHINCOTEAGUE TO HOG ISLAND, VIRGINIA.
 FW1149
 FW1149                          STATION RECOVERY (1951)
 FW1149
 FW1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 FW1149'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 FW1149'AND ADEQUATE.
 FW1149'
 FW1149'PLANE-TABLE CUTS WERE TAKEN TO THE BEACON AND IT WAS FOUND TO
 FW1149'BE IN THE SAME POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0807 ***********************************************************************
 FW0807  DESIGNATION -  CHINCOTEAGUE NAVAL AIRBASE BCN
 FW0807  PID         -  FW0807
 FW0807  STATE/COUNTY-  VA/ACCOMACK
 FW0807  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0807
 FW0807                         *CURRENT SURVEY CONTROL
 FW0807  ___________________________________________________________________
 FW0807* NAD 83(1993)-  37 56 43.80602(N)    075 27 46.00694(W)     ADJUSTED  
 FW0807* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 FW0807  ___________________________________________________________________
 FW0807  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FW0807  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 FW0807
 FW0807  HORZ ORDER  -  THIRD
 FW0807
 FW0807.This mark is at Wallops Island Airport (WAL)
 FW0807
 FW0807.The horizontal coordinates were established by classical geodetic methods
 FW0807.and adjusted by the National Geodetic Survey in November 1994..
 FW0807
 FW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0807
 FW0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0807
 FW0807.The geoid height was determined by GEOID03.
 FW0807
 FW0807;                    North         East     Units Scale Factor Converg.
 FW0807;SPC VA S     - 1,183,210.487 3,766,916.765   MT  0.99999621   +1 50 36.1
 FW0807;SPC VA S     - 3,881,916.41 12,358,626.09   sFT  0.99999621   +1 50 36.1
 FW0807;SPC MD       -    32,090.202   535,122.198   MT  1.00008056   +0 57 53.3
 FW0807;SPC MD       -   105,282.60  1,755,646.74   sFT  1.00008056   +0 57 53.3
 FW0807;UTM  18      - 4,199,869.321   459,339.019   MT  0.99962036   -0 17 04.5
 FW0807
 FW0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0807!SPC VA S     -   1.00000545  x   0.99999621  =   1.00000166
 FW0807!SPC MD       -   1.00000545  x   1.00008056  =   1.00008601
 FW0807!UTM  18      -   1.00000545  x   0.99962036  =   0.99962581
 FW0807
 FW0807                          SUPERSEDED SURVEY CONTROL
 FW0807
 FW0807  NAD 83(1993)-  37 56 43.80484(N)    075 27 46.01033(W) AD(       ) 4
 FW0807  NAD 83(1986)-  37 56 43.80238(N)    075 27 46.04219(W) AD(       ) 4
 FW0807  NAD 27      -  37 56 43.35900(N)    075 27 47.31800(W) AD(       ) 3
 FW0807  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 FW0807
 FW0807.Superseded values are not recommended for survey control.
 FW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0807.See file dsdata.txt to determine how the superseded data were derived.
 FW0807
 FW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5933999869(NAD 83)
 FW0807_MARKER: 22 = AIRWAY BEACON
 FW0807
 FW0807  HISTORY     - Date     Condition        Report By
 FW0807  HISTORY     - 1949     FIRST OBSERVED   CGS
 FW0807  HISTORY     - 1961     GOOD             CGS
 FW0807
 FW0807                          STATION DESCRIPTION
 FW0807
 FW0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0807'THE STATION IS LOCATED ON THE NORTH EDGE OF THE AIRPORT OF THE
 FW0807'CHINCOTEAGUE NAVAL AIR BASE.  IT IS A FOUR LEGGED STEEL
 FW0807'STRUCTURE PAINTED RED AND WHITE ABOUT 50 FEET HIGH WITH A
 FW0807'REVOLVING LIGHT ON TOP.  THE POINT OBSERVED ON WAS THE CENTER
 FW0807'OF THE REVOLVING LIGHT.
 FW0807
 FW0807                          STATION RECOVERY (1961)
 FW0807
 FW0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0807'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION
 FW0807'IS ADEQUATE WITH THE FOLLOWING CORRECTION.
 FW0807'
 FW0807'(10) THE SITE IS NOW OCCUPIED BY THE NATIONAL AERONAUTICS
 FW0807'AND SPACE AGENCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0809 ***********************************************************************
 FW0809  DESIGNATION -  CHINCOTEAGUE WATER TANK
 FW0809  PID         -  FW0809
 FW0809  STATE/COUNTY-  VA/ACCOMACK
 FW0809  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0809
 FW0809                         *CURRENT SURVEY CONTROL
 FW0809  ___________________________________________________________________
 FW0809* NAD 83(1993)-  37 55 58.48662(N)    075 22 38.98646(W)     ADJUSTED  
 FW0809* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0809  ___________________________________________________________________
 FW0809  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FW0809  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0809
 FW0809  HORZ ORDER  -  THIRD
 FW0809
 FW0809.The horizontal coordinates were established by classical geodetic methods
 FW0809.and adjusted by the National Geodetic Survey in November 1994..
 FW0809
 FW0809.The orthometric height was scaled from a topographic map.
 FW0809
 FW0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0809
 FW0809.The geoid height was determined by GEOID03.
 FW0809
 FW0809;                    North         East     Units Scale Factor Converg.
 FW0809;SPC VA S     - 1,182,058.484 3,774,455.153   MT  0.99999401   +1 53 42.5
 FW0809;SPC VA S     - 3,878,136.88 12,383,358.28   sFT  0.99999401   +1 53 42.5
 FW0809;UTM  18      - 4,198,438.795   466,826.609   MT  0.99961355   -0 13 55.4
 FW0809
 FW0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0809!SPC VA S     -   1.00000546  x   0.99999401  =   0.99999947
 FW0809!UTM  18      -   1.00000546  x   0.99961355  =   0.99961900
 FW0809
 FW0809                          SUPERSEDED SURVEY CONTROL
 FW0809
 FW0809  NAD 83(1993)-  37 55 58.48427(N)    075 22 38.98946(W) AD(       ) 4
 FW0809  NAD 83(1986)-  37 55 58.48212(N)    075 22 39.02256(W) AD(       ) 4
 FW0809  NAD 27      -  37 55 58.03802(N)    075 22 40.30669(W) AD(       ) 3
 FW0809
 FW0809.Superseded values are not recommended for survey control.
 FW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0809.See file dsdata.txt to determine how the superseded data were derived.
 FW0809
 FW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6682798439(NAD 83)
 FW0809_MARKER: 53 = ELEVATED TANK
 FW0809
 FW0809  HISTORY     - Date     Condition        Report By
 FW0809  HISTORY     - 1933     FIRST OBSERVED   CGS
 FW0809  HISTORY     - 1934     GOOD             CGS
 FW0809  HISTORY     - 1942     GOOD             CGS
 FW0809  HISTORY     - 1949     GOOD             CGS
 FW0809  HISTORY     - 1954     GOOD             USN
 FW0809  HISTORY     - 1958     GOOD             CGS
 FW0809  HISTORY     - 1959     GOOD             CGS
 FW0809  HISTORY     - 1961     GOOD             CGS
 FW0809  HISTORY     - 1962     GOOD             CGS
 FW0809
 FW0809                          STATION DESCRIPTION
 FW0809
 FW0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0809'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON CHINCOTEAGUE
 FW0809'ISLAND IN THE CENTER OF THE TOWN OF CHINCOTEAGUE, 16.5 METERS
 FW0809'N OF CROPPERS LANE.  32.4 METERS S OF CLEAVELAND STREET.
 FW0809'AND 85 METERS E OF SOUTH MAIN STREET.  THE STATION IS NOT
 FW0809'MARKED.  IT IS ABOUT 100 FEET HIGH.  MADE OF STEEL, PAINTED
 FW0809'BLACK, AND SUPPORTED BY FOUR STEEL LEGS.  IT IS SURMOUNTED
 FW0809'BY A SMALL BLACK BALL.
 FW0809'
 FW0809'THERE IS NO ORIGINAL DESCRIPTION.
 FW0809
 FW0809                          STATION RECOVERY (1942)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0809'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF CHINCOTEAGUE,
 FW0809'16.2 METERS N OF CENTER LINE OF CROPPERS LANE, 32.7 METERS
 FW0809'S OF THE CENTER LINE OF CLEVELAND STREET, AND 86.3 METERS
 FW0809'E OF THE CENTER LINE OF SOUTH MAIN STREET.
 FW0809'
 FW0809'THE STATION IS THE SMALL BLACK BALL SURMOUNTING THE TOWER
 FW0809'WHICH IS ABOUT 100 FEET HIGH, PAINTED BLACK AND IS SUPPORTED
 FW0809'BY FOUR STEEL LEGS.  THE STATION IS IN GOOD CONDITION.
 FW0809
 FW0809                          STATION RECOVERY (1949)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW0809'THE STATION IS LOCATED ON CHINCOTEAGUE ISLAND IN THE CENTER
 FW0809'OF THE TOWN OF CHINCOTEAGUE.  IT IS 16.5 METERS NORTH OF THE
 FW0809'CENTER OF CROPPERS LANE, 32.4 METERS SOUTH OF THE CENTER OF
 FW0809'CLEVELAND STREET AND 85 METERS EAST OF THE CENTER OF SOUTH
 FW0809'MAIN STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE 100 FEET
 FW0809'HIGH PAINTED SILVER.  THE POINT OBSERVED ON WAS THE BALL ON
 FW0809'THE TOP OF THE TANK.
 FW0809'
 FW0809'THIS STATION WAS INTERSECTED AND DESCRIBED BY J.C.T. JR. IN
 FW0809'1934.
 FW0809
 FW0809                          STATION RECOVERY (1954)
 FW0809
 FW0809'RECOVERY NOTE BY US NAVY 1954
 FW0809'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 FW0809
 FW0809                          STATION RECOVERY (1958)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0809'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION
 FW0809
 FW0809                          STATION RECOVERY (1959)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0809'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW0809'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGE--
 FW0809'
 FW0809'THE STATION IS NOW PAINTED SILVER INSTEAD OF BLACK.
 FW0809
 FW0809                          STATION RECOVERY (1961)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0809'STATION RECOVERED IN GOOD CONDITION.  THE 1949 RECOVERY NOTE
 FW0809'BY C.A.S. IS GOOD.
 FW0809
 FW0809                          STATION RECOVERY (1962)
 FW0809
 FW0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0809'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER
 FW0809'OF THE CHINCOTEAGUE WATER TANK.
 FW0809'
 FW0809'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FW0809'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4912 ***********************************************************************
 GV4912  DESIGNATION -  CHINQ
 GV4912  PID         -  GV4912
 GV4912  STATE/COUNTY-  VA/KING WILLIAM
 GV4912  USGS QUAD   -  NEW KENT (1978)
 GV4912
 GV4912                         *CURRENT SURVEY CONTROL
 GV4912  ___________________________________________________________________
 GV4912* NAD 83(1993)-  37 32 11.52339(N)    076 56 56.95179(W)     ADJUSTED  
 GV4912* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4912  ___________________________________________________________________
 GV4912  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 GV4912  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 GV4912
 GV4912  HORZ ORDER  -  THIRD
 GV4912
 GV4912.The horizontal coordinates were established by classical geodetic methods
 GV4912.and adjusted by the National Geodetic Survey in November 1994..
 GV4912
 GV4912.The orthometric height was scaled from a topographic map.
 GV4912
 GV4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4912
 GV4912.The geoid height was determined by GEOID03.
 GV4912
 GV4912;                    North         East     Units Scale Factor Converg.
 GV4912;SPC VA S     - 1,134,651.652 3,637,054.415   MT  0.99994974   +0 56 28.5
 GV4912;SPC VA S     - 3,722,602.96 11,932,569.36   sFT  0.99994974   +0 56 28.5
 GV4912;UTM  18      - 4,156,179.637   327,789.533   MT  0.99996531   -1 11 16.2
 GV4912
 GV4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4912!SPC VA S     -   1.00000543  x   0.99994974  =   0.99995517
 GV4912!UTM  18      -   1.00000543  x   0.99996531  =   0.99997074
 GV4912
 GV4912|---------------------------------------------------------------------|
 GV4912| PID    Reference Object                     Distance      Geod. Az  |
 GV4912|                                                           dddmmss.s |
 GV4912| DC9097 CHINQ RM 2                                         01925     |
 GV4912| DC9098 CHINQ RM 3                                         04514     |
 GV4912| GV4961 MORGAN                              402.014 METERS 1031049.4 |
 GV4912| GV4944 HOUSE ON HIGH BANK NORTH GABLE      436.906 METERS 1163246.3 |
 GV4912| GV4981 SLIDE                               299.088 METERS 13551     |
 GV4912| GV4985 SOBBY                               320.164 METERS 29245     |
 GV4912| DC9096 CHINQ RM 1                                         33941     |
 GV4912|---------------------------------------------------------------------|
 GV4912
 GV4912                          SUPERSEDED SURVEY CONTROL
 GV4912
 GV4912  NAD 83(1986)-  37 32 11.52468(N)    076 56 56.96734(W) AD(       ) 3
 GV4912  NAD 27      -  37 32 11.00800(N)    076 56 58.09100(W) AD(       ) 3
 GV4912
 GV4912.Superseded values are not recommended for survey control.
 GV4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4912.See file dsdata.txt to determine how the superseded data were derived.
 GV4912
 GV4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2779056180(NAD 83)
 GV4912_MARKER: Z = SEE DESCRIPTION
 GV4912_SETTING: 0 = UNSPECIFIED SETTING
 GV4912
 GV4912  HISTORY     - Date     Condition        Report By
 GV4912  HISTORY     - 1911     MONUMENTED       CGS
 GV4912  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4912  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4912
 GV4912                          STATION DESCRIPTION
 GV4912
 GV4912'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4912'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4912'ABOUT 150 METERS ABOVE THE SHARP ANGLE OR POINT IN SHORE LINE,
 GV4912'ABOUT 500 METERS ABOVE MORGANS LUMBER WHARF, AT THE UPPER END
 GV4912'OF SOFT MUD BAR COVERED WITH FLAGS, ABOUT 18 METERS OUT FROM
 GV4912'TIMBERED SHORE, VERY SOFT MUD.
 GV4912'
 GV4912'STATION IS MARKED BY AN ASH STAKE 4 FEET LONG AND 2-1/2 INCHES
 GV4912'IN DIAMETER DRIVEN TO 8 INCHES ABOVE SURFACE OF THE MUD.
 GV4912'
 GV4912'REFERENCE MARK NO. 1 IS SPIKE IN A TRIANGLE ON 6-INCH GUM ON
 GV4912'SHORE LINE DISTANT 30.763 METERS ON LINE 236 DEG 29 MIN 49 SEC
 GV4912'TO RIGHT OF LINE TO STATION MORGAN.
 GV4912'
 GV4912'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4912'BRASS PLATE REINFORCED IN TOP WITH ARROW AND LEGEND 3 INCHES
 GV4912'ABOVE SURFACE AND 2 METERS BACK FROM SHORE LINE, DISTANT 23.903
 GV4912'METERS ON LINE 276 DEG 14 MIN 26 SEC TO RIGHT OF LINE TO STATION
 GV4912'MORGAN.
 GV4912'
 GV4912'REFERENCE MARK NO. 3 IS SPIKE IN TRIANGLE ON 8-INCH GUM AT EDGE
 GV4912'OF WATER, DISTANT 19.901 METERS ON LINE 302 DEG 02 MIN 51 SEC
 GV4912'TO RIGHT OF LINE TO STATION MORGAN.
 GV4912
 GV4912                          STATION RECOVERY (1999)
 GV4912
 GV4912'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4912'MARK NOT FOUND.
 GV4912
 GV4912                          STATION RECOVERY (2003)
 GV4912
 GV4912'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5688 ***********************************************************************
 GV5688  DESIGNATION -  CHIP
 GV5688  PID         -  GV5688
 GV5688  STATE/COUNTY-  VA/CHESTERFIELD
 GV5688  USGS QUAD   -  BON AIR (1994)
 GV5688
 GV5688                         *CURRENT SURVEY CONTROL
 GV5688  ___________________________________________________________________
 GV5688* NAD 83(1993)-  37 30 37.00761(N)    077 31 41.19485(W)     ADJUSTED  
 GV5688* NAVD 88     -        72.54   (+/-2cm)     238.0    (feet)  VERTCON   
 GV5688  ___________________________________________________________________
 GV5688  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GV5688  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GV5688
 GV5688  HORZ ORDER  -  FIRST
 GV5688  VERT ORDER  -  THIRD ? (See Below)
 GV5688
 GV5688.The horizontal coordinates were established by classical geodetic methods
 GV5688.and adjusted by the National Geodetic Survey in November 1994..
 GV5688
 GV5688.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5688.The vertical order pertains to the NGVD 29 superseded value.
 GV5688
 GV5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5688
 GV5688.The geoid height was determined by GEOID03.
 GV5688
 GV5688;                    North         East     Units Scale Factor Converg.
 GV5688;SPC VA S     - 1,131,054.403 3,585,922.107   MT  0.99994850   +0 35 23.5
 GV5688;SPC VA S     - 3,710,800.99 11,764,812.78   sFT  0.99994850   +0 35 23.5
 GV5688;UTM  18      - 4,154,484.639   276,551.919   MT  1.00021505   -1 32 24.0
 GV5688
 GV5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5688!SPC VA S     -   0.99999378  x   0.99994850  =   0.99994228
 GV5688!UTM  18      -   0.99999378  x   1.00021505  =   1.00020883
 GV5688
 GV5688:                Primary Azimuth Mark                     Grid Az
 GV5688:SPC VA S     -  HOSPITAL                                 013 15 58.8
 GV5688:UTM  18      -  HOSPITAL                                 015 23 46.3
 GV5688
 GV5688|---------------------------------------------------------------------|
 GV5688| PID    Reference Object                     Distance      Geod. Az  |
 GV5688|                                                           dddmmss.s |
 GV5688| GV5692 HOSPITAL                            414.029 METERS 0135122.3 |
 GV5688| GV5691 HAM                                 APPROX. 1.0 KM 1635436.7 |
 GV5688| DC5240 CHIP RM 1                            15.665 METERS 35258     |
 GV5688| GV5758 135 C OF R 1972                     APPROX. 0.6 KM 3585243.0 |
 GV5688|---------------------------------------------------------------------|
 GV5688
 GV5688                          SUPERSEDED SURVEY CONTROL
 GV5688
 GV5688  NAD 83(1986)-  37 30 37.01389(N)    077 31 41.21160(W) AD(       ) 1
 GV5688  NAD 27      -  37 30 36.48251(N)    077 31 42.26072(W) AD(       ) 1
 GV5688  NGVD 29 (07/19/86)   72.85   (m)          239.0    (f) LEVELING    3  
 GV5688
 GV5688.Superseded values are not recommended for survey control.
 GV5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5688.See file dsdata.txt to determine how the superseded data were derived.
 GV5688
 GV5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7655254485(NAD 83)
 GV5688_MARKER: DD = SURVEY DISK
 GV5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5688
 GV5688  HISTORY     - Date     Condition        Report By
 GV5688  HISTORY     - 1972     MONUMENTED       VA2060
 GV5688  HISTORY     - 19950315 GOOD             USPSQD
 GV5688  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV5688  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV5688
 GV5688                          STATION DESCRIPTION
 GV5688
 GV5688'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5688'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF CHIPPENHAM
 GV5688'PARKWAY 0.25 MILE SOUTH SOUTHWEST OF THE CHIPPENHAM HOSPITAL.
 GV5688'
 GV5688'TO REACH THE STATION FROM U.S. POST OFFICE, BON AIR BRANCH,
 GV5688'LOCATED ON BUFORD ROAD.  GO NORTH ON BUFORD ROAD 0.05 MILE
 GV5688'TO INTERSECTION WITH FOREST HILL AVENUE.  GO EAST ON FOREST
 GV5688'HILL AVENUE FOR 1.90 MILES TO INTERSECTION WITH CHIPPENHAM
 GV5688'PARKWAY.  GO SOUTH ON CHIPPENHAM PARKWAY 1.85 MILES TO A
 GV5688'POINT WHERE THE ROAD BEGINS A CURVE TO THE LEFT AND THE STATION
 GV5688'ON THE RIGHT.
 GV5688'
 GV5688'THE STATION MARK IS A STANDARD CITY OF RICHMOND DISK SET IN THE
 GV5688'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT, STAMPED CHIP
 GV5688'1972 AND SET FLUSH WITH THE GROUND.  IT IS 39.5 FEET NORTH
 GV5688'NORTHWEST OF THE END OF A GUARD RAIL, 38.0 FEET WEST OF THE
 GV5688'WEST EDGE OF CHIPPENHAM PARKWAY, 15.5 FEET EAST OF A NORTH-SOUTH
 GV5688'FENCE LINE AND 3.3 FEET SOUTHEAST OF AN 8 INCH OAK TREE.
 GV5688'
 GV5688'REFERENCE MARK 1 IS A STANDARD CITY OF RICHMOND DISK SET
 GV5688'IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT, STAMPED
 GV5688'CHIP REF MK 1 1972 AND SET FLUSH WITH THE GROUND SURFACE.
 GV5688'IT IS 28.0 FEET WEST OF THE WEST EDGE OF CHIPPENHAM PARKWAY,
 GV5688'15.8 FEET EAST OF A NORTH-SOUTH FENCE AND 11.0 FEET NORTHEAST
 GV5688'OF A 5 INCH HOLLY TREE.
 GV5688'
 GV5688'STATION HAM WILL SERVE AS AN AZIMUTH MARK.
 GV5688
 GV5688                          STATION RECOVERY (1995)
 GV5688
 GV5688'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5688'RECOVERED IN GOOD CONDITION.
 GV5688
 GV5688                          STATION RECOVERY (2000)
 GV5688
 GV5688'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5688'MARK NOT FOUND.
 GV5688
 GV5688                          STATION RECOVERY (2004)
 GV5688
 GV5688'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4668 ***********************************************************************
 GV4668  DESIGNATION -  CHIPPOKES CREEK WHARF FLAGPOLE
 GV4668  PID         -  GV4668
 GV4668  STATE/COUNTY-  VA/SURRY
 GV4668  USGS QUAD   -  CLAREMONT (1986)
 GV4668
 GV4668                         *CURRENT SURVEY CONTROL
 GV4668  ___________________________________________________________________
 GV4668* NAD 83(1993)-  37 14 24.70827(N)    076 58 29.01531(W)     ADJUSTED  
 GV4668* NAVD 88     -                                                        
 GV4668  ___________________________________________________________________
 GV4668  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 GV4668  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 GV4668
 GV4668  HORZ ORDER  -  THIRD
 GV4668
 GV4668.The horizontal coordinates were established by classical geodetic methods
 GV4668.and adjusted by the National Geodetic Survey in September 1995..
 GV4668
 GV4668
 GV4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4668
 GV4668.The geoid height was determined by GEOID03.
 GV4668
 GV4668;                    North         East     Units Scale Factor Converg.
 GV4668;SPC VA S     - 1,101,731.878 3,635,325.944   MT  0.99994786   +0 55 32.6
 GV4668;SPC VA S     - 3,614,598.67 11,926,898.53   sFT  0.99994786   +0 55 32.6
 GV4668;UTM  18      - 4,123,345.776   324,841.467   MT  0.99997795   -1 11 43.2
 GV4668
 GV4668                          SUPERSEDED SURVEY CONTROL
 GV4668
 GV4668  NAD 83(1993)-  37 14 24.64516(N)    076 58 29.03619(W) AD(       ) 4
 GV4668  NAD 83(1986)-  37 14 24.71218(N)    076 58 29.03619(W) AD(       ) 4
 GV4668  NAD 27      -  37 14 24.17500(N)    076 58 30.16000(W) AD(       ) 3
 GV4668
 GV4668.Superseded values are not recommended for survey control.
 GV4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4668.See file dsdata.txt to determine how the superseded data were derived.
 GV4668
 GV4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2484123346(NAD 83)
 GV4668_MARKER: 62 = FLAGPOLE
 GV4668
 GV4668  HISTORY     - Date     Condition        Report By
 GV4668  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4668  HISTORY     - 1942     GOOD             CGS
 GV4668  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV4668  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV4668
 GV4668                          STATION DESCRIPTION
 GV4668
 GV4668'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4668'THIS IS ON THE BOAT HOUSE ON A WHARF ON THE SOUTH SIDE OF
 GV4668'THE ENTRANCE TO CHIPPOKES CREEK.
 GV4668
 GV4668                          STATION RECOVERY (1942)
 GV4668
 GV4668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4668'1938 DESCRIPTION ADEQUATE.
 GV4668
 GV4668                          STATION RECOVERY (1997)
 GV4668
 GV4668'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4668'MARK NOT FOUND.
 GV4668
 GV4668                          STATION RECOVERY (2002)
 GV4668
 GV4668'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2609 ***********************************************************************
 HV2609  DESIGNATION -  CHIS SQ 106.1
 HV2609  PID         -  HV2609
 HV2609  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2609  USGS QUAD   -  OCCOQUAN (1994)
 HV2609
 HV2609                         *CURRENT SURVEY CONTROL
 HV2609  ___________________________________________________________________
 HV2609* NAD 83(1986)-  38 40 17.     (N)    077 15 37.     (W)     SCALED    
 HV2609* NAVD 88     -        32.143  (meters)     105.46   (feet)  ADJUSTED  
 HV2609  ___________________________________________________________________
 HV2609  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HV2609  DYNAMIC HT  -          32.125 (meters)     105.40  (feet)  COMP
 HV2609  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 HV2609
 HV2609  VERT ORDER  -  SECOND    CLASS 0
 HV2609
 HV2609.The horizontal coordinates were scaled from a topographic map and have
 HV2609.an estimated accuracy of +/- 6 seconds.
 HV2609
 HV2609.The orthometric height was determined by differential leveling
 HV2609.and adjusted by the National Geodetic Survey in June 1991..
 HV2609
 HV2609.The geoid height was determined by GEOID03.
 HV2609
 HV2609.The dynamic height is computed by dividing the NAVD 88
 HV2609.geopotential number by the normal gravity value computed on the
 HV2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2609.degrees latitude (g = 980.6199 gals.).
 HV2609
 HV2609.The modeled gravity was interpolated from observed gravity values.
 HV2609
 HV2609;                    North         East    Units  Estimated Accuracy
 HV2609;SPC VA N     - 2,112,250.    3,607,880.      MT  (+/- 180 meters Scaled)
 HV2609
 HV2609                          SUPERSEDED SURVEY CONTROL
 HV2609
 HV2609  NGVD 29 (??/??/??)   32.401  (m)          106.30   (f) ADJUSTED    2 0
 HV2609
 HV2609.Superseded values are not recommended for survey control.
 HV2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2609.See file dsdata.txt to determine how the superseded data were derived.
 HV2609
 HV2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH033827(NAD 83)
 HV2609_MARKER: Q = CHISELED SQUARE
 HV2609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2609_SP_SET: STEP
 HV2609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2609
 HV2609  HISTORY     - Date     Condition        Report By
 HV2609  HISTORY     - UNK      MONUMENTED       CGS
 HV2609  HISTORY     - 1935     GOOD             CGS
 HV2609  HISTORY     - 1960     GOOD             CGS
 HV2609  HISTORY     - 20020414 MARK NOT FOUND   USPSQD
 HV2609  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 HV2609
 HV2609                          STATION DESCRIPTION
 HV2609
 HV2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2609'1.2 MI NW FROM WOODBRIDGE.
 HV2609'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 123 FROM THE JUNCTION OF
 HV2609'U.S. HIGHWAY 1 AT WOODBRIDGE, PRINCE WILLIAM COUNTY, 300 FEET
 HV2609'SOUTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY 641, AT THE
 HV2609'OCCOQUAN DISTRICT HIGH SCHOOL, AT THE ENTRANCE TO THE BUILDING,
 HV2609'AND ON THE TOP OF THE NORTH END OF THE SECOND STEP.  A CHISELED
 HV2609'SQUARE.
 HV2609
 HV2609                          STATION RECOVERY (1960)
 HV2609
 HV2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2609'RECOVERED IN GOOD CONDITION.
 HV2609
 HV2609                          STATION RECOVERY (2002)
 HV2609
 HV2609'RECOVERY NOTE BY US POWER SQUADRON 2002
 HV2609'SCHOOL IS NOW AN ELEMENTARY SCHOOL.  BELIEVE MARK WAS DESTROYED WHEN
 HV2609'NEW STEPS WERE PUT IN.
 HV2609
 HV2609                          STATION RECOVERY (2003)
 HV2609
 HV2609'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV2609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2582 ***********************************************************************
 HV2582  DESIGNATION -  CHIS SQ 107.9
 HV2582  PID         -  HV2582
 HV2582  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2582  USGS QUAD   -  OCCOQUAN (1994)
 HV2582
 HV2582                         *CURRENT SURVEY CONTROL
 HV2582  ___________________________________________________________________
 HV2582* NAD 83(1986)-  38 43 15.     (N)    077 20 58.     (W)     SCALED    
 HV2582* NAVD 88     -        32.692  (meters)     107.26   (feet)  ADJUSTED  
 HV2582  ___________________________________________________________________
 HV2582  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV2582  DYNAMIC HT  -          32.674 (meters)     107.20  (feet)  COMP
 HV2582  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 HV2582
 HV2582  VERT ORDER  -  SECOND    CLASS 0
 HV2582
 HV2582.The horizontal coordinates were scaled from a topographic map and have
 HV2582.an estimated accuracy of +/- 6 seconds.
 HV2582
 HV2582.The orthometric height was determined by differential leveling
 HV2582.and adjusted by the National Geodetic Survey in June 1991..
 HV2582
 HV2582.The geoid height was determined by GEOID03.
 HV2582
 HV2582.The dynamic height is computed by dividing the NAVD 88
 HV2582.geopotential number by the normal gravity value computed on the
 HV2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2582.degrees latitude (g = 980.6199 gals.).
 HV2582
 HV2582.The modeled gravity was interpolated from observed gravity values.
 HV2582
 HV2582;                    North         East    Units  Estimated Accuracy
 HV2582;SPC VA N     - 2,117,640.    3,600,050.      MT  (+/- 180 meters Scaled)
 HV2582
 HV2582                          SUPERSEDED SURVEY CONTROL
 HV2582
 HV2582  NGVD 29 (??/??/??)   32.937  (m)          108.06   (f) ADJUSTED    2 0
 HV2582
 HV2582.Superseded values are not recommended for survey control.
 HV2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2582.See file dsdata.txt to determine how the superseded data were derived.
 HV2582
 HV2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH957884(NAD 83)
 HV2582_MARKER: Q = CHISELED SQUARE
 HV2582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2582_SP_SET: DAM
 HV2582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2582
 HV2582  HISTORY     - Date     Condition        Report By
 HV2582  HISTORY     - UNK      MONUMENTED       CGS
 HV2582  HISTORY     - 1935     GOOD             CGS
 HV2582
 HV2582                          STATION DESCRIPTION
 HV2582
 HV2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2582'3.2 MI N FROM HOADLY.
 HV2582'3.2 MILES NORTH ALONG SECONDARY STATE HIGHWAY 610 FROM HOADLY,
 HV2582'PRINCE WILLAIM COUNTY, ON THE TOP OF THE WEST SECTION OF THE
 HV2582'ACCOQUAN HYDRO-ELECTRIC POWER CO. CONCRETE DAM, AND 2 FEET WEST
 HV2582'OF THE EAST END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3270 ***********************************************************************
 HV3270  DESIGNATION -  CHIS SQ 235.0
 HV3270  PID         -  HV3270
 HV3270  STATE/COUNTY-  VA/CULPEPER
 HV3270  USGS QUAD   -  GERMANNA BRIDGE (1981)
 HV3270
 HV3270                         *CURRENT SURVEY CONTROL
 HV3270  ___________________________________________________________________
 HV3270* NAD 83(1986)-  38 28 38.     (N)    077 46 50.     (W)     SCALED    
 HV3270* NAVD 88     -        71.400  (meters)     234.25   (feet)  ADJUSTED  
 HV3270  ___________________________________________________________________
 HV3270  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3270  DYNAMIC HT  -          71.358 (meters)     234.11  (feet)  COMP
 HV3270  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 HV3270
 HV3270  VERT ORDER  -  SECOND    CLASS 0
 HV3270
 HV3270.The horizontal coordinates were scaled from a topographic map and have
 HV3270.an estimated accuracy of +/- 6 seconds.
 HV3270
 HV3270.The orthometric height was determined by differential leveling
 HV3270.and adjusted by the National Geodetic Survey in June 1991..
 HV3270
 HV3270.The geoid height was determined by GEOID03.
 HV3270
 HV3270.The dynamic height is computed by dividing the NAVD 88
 HV3270.geopotential number by the normal gravity value computed on the
 HV3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3270.degrees latitude (g = 980.6199 gals.).
 HV3270
 HV3270.The modeled gravity was interpolated from observed gravity values.
 HV3270
 HV3270;                    North         East    Units  Estimated Accuracy
 HV3270;SPC VA N     - 2,090,220.    3,562,780.      MT  (+/- 180 meters Scaled)
 HV3270
 HV3270                          SUPERSEDED SURVEY CONTROL
 HV3270
 HV3270  NGVD 29 (??/??/??)   71.655  (m)          235.09   (f) ADJUSTED    2 0
 HV3270
 HV3270.Superseded values are not recommended for survey control.
 HV3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3270.See file dsdata.txt to determine how the superseded data were derived.
 HV3270
 HV3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH574624(NAD 83)
 HV3270_MARKER: Q = CHISELED SQUARE
 HV3270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3270_SP_SET: BRIDGE
 HV3270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3270
 HV3270  HISTORY     - Date     Condition        Report By
 HV3270  HISTORY     - UNK      MONUMENTED       CGS
 HV3270  HISTORY     - 1964     MARK NOT FOUND   CGS
 HV3270  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV3270
 HV3270                          STATION DESCRIPTION
 HV3270
 HV3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3270'AT KELLYS FORD.
 HV3270'AT KELLEY FORD, CULPEPER COUNTY, ON SECONDARY STATE HIGHWAY 620,
 HV3270'AT THE BRIDGE OVER RAPPAHANNOCK RIVER, AT A WALK LEADING TO THE
 HV3270'RIVER GAGE, AND ON THE TOP OF THE PIER.  A CHISELED SQUARE.
 HV3270
 HV3270                          STATION RECOVERY (2001)
 HV3270
 HV3270'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3383 ***********************************************************************
 HV3383  DESIGNATION -  CHIS SQ 282.8
 HV3383  PID         -  HV3383
 HV3383  STATE/COUNTY-  VA/ORANGE
 HV3383  USGS QUAD   -  UNIONVILLE (1983)
 HV3383
 HV3383                         *CURRENT SURVEY CONTROL
 HV3383  ___________________________________________________________________
 HV3383* NAD 83(1986)-  38 20 55.     (N)    077 57 38.     (W)     SCALED    
 HV3383* NAVD 88     -        83.218  (meters)     273.02   (feet)  ADJUSTED  
 HV3383  ___________________________________________________________________
 HV3383  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3383  DYNAMIC HT  -          83.168 (meters)     272.86  (feet)  COMP
 HV3383  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 HV3383
 HV3383  VERT ORDER  -  SECOND    CLASS 0
 HV3383
 HV3383.The horizontal coordinates were scaled from a topographic map and have
 HV3383.an estimated accuracy of +/- 6 seconds.
 HV3383
 HV3383.The orthometric height was determined by differential leveling
 HV3383.and adjusted by the National Geodetic Survey in June 1991..
 HV3383
 HV3383.The geoid height was determined by GEOID03.
 HV3383
 HV3383.The dynamic height is computed by dividing the NAVD 88
 HV3383.geopotential number by the normal gravity value computed on the
 HV3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3383.degrees latitude (g = 980.6199 gals.).
 HV3383
 HV3383.The modeled gravity was interpolated from observed gravity values.
 HV3383
 HV3383;                    North         East    Units  Estimated Accuracy
 HV3383;SPC VA N     - 2,075,830.    3,547,150.      MT  (+/- 180 meters Scaled)
 HV3383
 HV3383                          SUPERSEDED SURVEY CONTROL
 HV3383
 HV3383  NGVD 29 (??/??/??)   83.474  (m)          273.86   (f) ADJUSTED    2 0
 HV3383
 HV3383.Superseded values are not recommended for survey control.
 HV3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3383.See file dsdata.txt to determine how the superseded data were derived.
 HV3383
 HV3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH412486(NAD 83)
 HV3383_MARKER: Q = CHISELED SQUARE
 HV3383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3383_SP_SET: BRIDGE
 HV3383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3383
 HV3383  HISTORY     - Date     Condition        Report By
 HV3383  HISTORY     - UNK      MONUMENTED       CGS
 HV3383  HISTORY     - 1935     GOOD             CGS
 HV3383  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3383  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HV3383
 HV3383                          STATION DESCRIPTION
 HV3383
 HV3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3383'7 MI W FROM UNIONVILLE.
 HV3383'0.8 MILE EAST ALONG SECONDARY STATE HIGHWAY 689 FROM SOMERVILLE
 HV3383'FORD, ORANGE COUNTY, ON STATE HIGHWAY 522, 200 FEET SOUTH OF THE
 HV3383'JUNCTION OF SECONDARY STATE HIGHWAY 611, AT A BRIDGE, AND ON THE
 HV3383'BANISTER.  AN OLD CHISELED SQUARE.
 HV3383
 HV3383                          STATION RECOVERY (1998)
 HV3383
 HV3383'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3383'MARK NOT FOUND.
 HV3383
 HV3383                          STATION RECOVERY (2003)
 HV3383
 HV3383'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3322 ***********************************************************************
 HV3322  DESIGNATION -  CHIS SQ 324 USGS
 HV3322  PID         -  HV3322
 HV3322  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3322  USGS QUAD   -  SALEM CHURCH (1994)
 HV3322
 HV3322                         *CURRENT SURVEY CONTROL
 HV3322  ___________________________________________________________________
 HV3322* NAD 83(1986)-  38 17 20.     (N)    077 31 54.     (W)     SCALED    
 HV3322* NAVD 88     -        98.605  (meters)     323.51   (feet)  ADJUSTED  
 HV3322  ___________________________________________________________________
 HV3322  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3322  DYNAMIC HT  -          98.544 (meters)     323.31  (feet)  COMP
 HV3322  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 HV3322
 HV3322  VERT ORDER  -  SECOND    CLASS 0
 HV3322
 HV3322.The horizontal coordinates were scaled from a topographic map and have
 HV3322.an estimated accuracy of +/- 6 seconds.
 HV3322
 HV3322.The orthometric height was determined by differential leveling
 HV3322.and adjusted by the National Geodetic Survey in June 1991..
 HV3322
 HV3322.The geoid height was determined by GEOID03.
 HV3322
 HV3322.The dynamic height is computed by dividing the NAVD 88
 HV3322.geopotential number by the normal gravity value computed on the
 HV3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3322.degrees latitude (g = 980.6199 gals.).
 HV3322
 HV3322.The modeled gravity was interpolated from observed gravity values.
 HV3322
 HV3322;                    North         East    Units  Estimated Accuracy
 HV3322;SPC VA N     - 2,069,510.    3,584,710.      MT  (+/- 180 meters Scaled)
 HV3322
 HV3322                          SUPERSEDED SURVEY CONTROL
 HV3322
 HV3322  NGVD 29 (??/??/??)   98.902  (m)          324.48   (f) ADJUSTED    2 0
 HV3322
 HV3322.Superseded values are not recommended for survey control.
 HV3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3322.See file dsdata.txt to determine how the superseded data were derived.
 HV3322
 HV3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH785409(NAD 83)
 HV3322_MARKER: Q = CHISELED SQUARE
 HV3322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3322_SP_SET: MONUMENT
 HV3322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3322
 HV3322  HISTORY     - Date     Condition        Report By
 HV3322  HISTORY     - UNK      MONUMENTED       USGS
 HV3322  HISTORY     - 1962     GOOD             CGS
 HV3322  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3322  HISTORY     - 19990407 GOOD             USPSQD
 HV3322
 HV3322                          STATION DESCRIPTION
 HV3322
 HV3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3322'AT SALEM CHURCH.
 HV3322'AT SALEM CHURCH, SPOTSYLVANIA COUNTY, ON STATE HIGHWAY 3,
 HV3322'200 FEET NORTHWEST OF THE CHURCH, AT THE JUNCTION OF SECONDARY
 HV3322'STATE HIGHWAY 639 LEADING SOUTH, 33 FEET WEST OF THE CENTER LINE
 HV3322'OF SECONDARY STATE HIGHWAY 639, 31 FEET SOUTH OF THE CENTER LINE
 HV3322'OF STATE HIGHWAY 3, AT A MONUMENT COMMEMORATING A BATTLE, AND ON
 HV3322'THE TOP OF THE SOUTHWEST CORNER.  A CHISELED SQUARE.
 HV3322
 HV3322                          STATION RECOVERY (1984)
 HV3322
 HV3322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3322'NOT RECOVERED, THE MONUMENT COMMEMORATING A BATTLE IN WHICH THE
 HV3322'CHISELED SQUARE IS LOCATED WAS FOUND IN GOOD CONDITION, THE OUTLINE OF
 HV3322'THE CHISELED SQUARE COULD NOT BE DETERMINED, THE DESCRIBED LOCATION OF
 HV3322'THE MARK WAS TO BE PURCHASED BY THE NATIONAL PARK SERVICE, BUT A
 HV3322'SERVICE STATION NOW OCCUPIES THIS LOCATION, THE MONUMENT HAS BEEN
 HV3322'RELOCATED TO THE OLD SALEM CHURCH NOW OWNED BY THE NATIONAL PARK
 HV3322'SERVICE.
 HV3322
 HV3322                          STATION RECOVERY (1999)
 HV3322
 HV3322'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3319 ***********************************************************************
 HV3319  DESIGNATION -  CHIS SQ 83 USGS
 HV3319  PID         -  HV3319
 HV3319  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3319  USGS QUAD   -  SALEM CHURCH (1994)
 HV3319
 HV3319                         *CURRENT SURVEY CONTROL
 HV3319  ___________________________________________________________________
 HV3319* NAD 83(1986)-  38 18 47.     (N)    077 32 29.     (W)     SCALED    
 HV3319* NAVD 88     -        24.853  (meters)      81.54   (feet)  ADJUSTED  
 HV3319  ___________________________________________________________________
 HV3319  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HV3319  DYNAMIC HT  -          24.837 (meters)      81.49  (feet)  COMP
 HV3319  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 HV3319
 HV3319  VERT ORDER  -  SECOND    CLASS 0
 HV3319
 HV3319.The horizontal coordinates were scaled from a topographic map and have
 HV3319.an estimated accuracy of +/- 6 seconds.
 HV3319
 HV3319.The orthometric height was determined by differential leveling
 HV3319.and adjusted by the National Geodetic Survey in June 1991..
 HV3319
 HV3319.The geoid height was determined by GEOID03.
 HV3319
 HV3319.The dynamic height is computed by dividing the NAVD 88
 HV3319.geopotential number by the normal gravity value computed on the
 HV3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3319.degrees latitude (g = 980.6199 gals.).
 HV3319
 HV3319.The modeled gravity was interpolated from observed gravity values.
 HV3319
 HV3319;                    North         East    Units  Estimated Accuracy
 HV3319;SPC VA N     - 2,072,190.    3,583,830.      MT  (+/- 180 meters Scaled)
 HV3319
 HV3319                          SUPERSEDED SURVEY CONTROL
 HV3319
 HV3319  NGVD 29 (??/??/??)   25.155  (m)           82.53   (f) ADJUSTED    2 0
 HV3319
 HV3319.Superseded values are not recommended for survey control.
 HV3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3319.See file dsdata.txt to determine how the superseded data were derived.
 HV3319
 HV3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH778436(NAD 83)
 HV3319_MARKER: Q = CHISELED SQUARE
 HV3319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3319_SP_SET: BRIDGE
 HV3319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3319
 HV3319  HISTORY     - Date     Condition        Report By
 HV3319  HISTORY     - UNK      MONUMENTED       USGS
 HV3319  HISTORY     - 1962     GOOD             CGS
 HV3319  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3319  HISTORY     - 19990407 MARK NOT FOUND   USPSQD
 HV3319
 HV3319                          STATION DESCRIPTION
 HV3319
 HV3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3319'3.8 MI E FROM DOSWELL CHURCH.
 HV3319'3.8 MILES EAST ALONG SECONDARY STATE HIGHWAY 618 FROM DOSWELL
 HV3319'CHURCH, SPOTSYLVANIA COUNTY, 1.6 MILES NORTHWEST OF THE JUNCTION
 HV3319'OF SECONDARY STATE HIGHWAY 639, AT A BIRDGE, OVER MOTTS RUN,
 HV3319'AND ON THE TOP OF THE NORTHWEST ABUTMENT.  A CHISELED SQUARE.
 HV3319
 HV3319                          STATION RECOVERY (1984)
 HV3319
 HV3319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3319'MARK NOT FOUND.
 HV3319
 HV3319                          STATION RECOVERY (1999)
 HV3319
 HV3319'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0018 ***********************************************************************
 GA0018  DESIGNATION -  CHISELED SQUARE
 GA0018  PID         -  GA0018
 GA0018  STATE/COUNTY-  VA/WASHINGTON
 GA0018  USGS QUAD   -  BRISTOL (1991)
 GA0018
 GA0018                         *CURRENT SURVEY CONTROL
 GA0018  ___________________________________________________________________
 GA0018* NAD 83(1986)-  36 36 19.     (N)    082 10 18.     (W)     SCALED    
 GA0018* NAVD 88     -       520.109  (meters)    1706.39   (feet)  POSTED    
 GA0018  ___________________________________________________________________
 GA0018  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GA0018  DYNAMIC HT  -         519.630 (meters)    1704.82  (feet)  COMP
 GA0018  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 GA0018
 GA0018  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA0018
 GA0018.The horizontal coordinates were scaled from a topographic map and have
 GA0018.an estimated accuracy of +/- 6 seconds.
 GA0018
 GA0018.The orthometric height was determined by differential leveling
 GA0018.and adjusted by the National Geodetic Survey in 1992..
 GA0018.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA0018.rate greater than 8.0 mm/km.
 GA0018
 GA0018.The geoid height was determined by GEOID03.
 GA0018
 GA0018.The dynamic height is computed by dividing the NAVD 88
 GA0018.geopotential number by the normal gravity value computed on the
 GA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0018.degrees latitude (g = 980.6199 gals.).
 GA0018
 GA0018.The modeled gravity was interpolated from observed gravity values.
 GA0018
 GA0018;                    North         East    Units  Estimated Accuracy
 GA0018;SPC VA S     - 1,036,570.    3,171,570.      MT  (+/- 180 meters Scaled)
 GA0018
 GA0018                          SUPERSEDED SURVEY CONTROL
 GA0018
 GA0018  NGVD 29 (??/??/92)  520.245  (m)         1706.84   (f) ADJ UNCH    1 2
 GA0018
 GA0018.Superseded values are not recommended for survey control.
 GA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0018.See file dsdata.txt to determine how the superseded data were derived.
 GA0018
 GA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA952517(NAD 83)
 GA0018_MARKER: Q = CHISELED SQUARE
 GA0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0018_SP_SET: RETAINING WALL
 GA0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0018
 GA0018  HISTORY     - Date     Condition        Report By
 GA0018  HISTORY     - UNK      MONUMENTED       NWRR
 GA0018  HISTORY     - 1959     MARK NOT FOUND   TVA
 GA0018
 GA0018                          STATION DESCRIPTION
 GA0018
 GA0018'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 GA0018'AT BRISTOL.
 GA0018'AT BRISTOL, WASHINGTON COUNTY, 1/4 MILE NORTHEAST OF THE NORFOLK
 GA0018'AND WESTERN RAILWAY STATION, AT THE OVERHEAD CROSSING OF MARY
 GA0018'STREET, AND ON THE END OF THE SOUTHWEST RETAINING WALL OF THE
 GA0018'SOUTHEAST ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0245 ***********************************************************************
 HW0245  DESIGNATION -  CHISELED SQUARE
 HW0245  PID         -  HW0245
 HW0245  STATE/COUNTY-  VA/PAGE
 HW0245  USGS QUAD   -  LURAY (1994)
 HW0245
 HW0245                         *CURRENT SURVEY CONTROL
 HW0245  ___________________________________________________________________
 HW0245* NAD 83(1986)-  38 40 10.     (N)    078 26 54.     (W)     SCALED    
 HW0245* NAVD 88     -       258.451  (meters)     847.93   (feet)  ADJUSTED  
 HW0245  ___________________________________________________________________
 HW0245  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HW0245  DYNAMIC HT  -         258.276 (meters)     847.36  (feet)  COMP
 HW0245  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HW0245
 HW0245  VERT ORDER  -  SECOND    CLASS 0
 HW0245
 HW0245.The horizontal coordinates were scaled from a topographic map and have
 HW0245.an estimated accuracy of +/- 6 seconds.
 HW0245
 HW0245.The orthometric height was determined by differential leveling
 HW0245.and adjusted by the National Geodetic Survey in June 1991..
 HW0245
 HW0245.The geoid height was determined by GEOID03.
 HW0245
 HW0245.The dynamic height is computed by dividing the NAVD 88
 HW0245.geopotential number by the normal gravity value computed on the
 HW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0245.degrees latitude (g = 980.6199 gals.).
 HW0245
 HW0245.The modeled gravity was interpolated from observed gravity values.
 HW0245
 HW0245;                    North         East    Units  Estimated Accuracy
 HW0245;SPC VA N     - 2,111,310.    3,504,500.      MT  (+/- 180 meters Scaled)
 HW0245
 HW0245                          SUPERSEDED SURVEY CONTROL
 HW0245
 HW0245  NGVD 29 (??/??/92)  258.628  (m)          848.52   (f) ADJ UNCH    2 0
 HW0245
 HW0245.Superseded values are not recommended for survey control.
 HW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0245.See file dsdata.txt to determine how the superseded data were derived.
 HW0245
 HW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC219831(NAD 83)
 HW0245_MARKER: Q = CHISELED SQUARE
 HW0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0245_SP_SET: CULVERT
 HW0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0245
 HW0245  HISTORY     - Date     Condition        Report By
 HW0245  HISTORY     - UNK      MONUMENTED       CGS
 HW0245  HISTORY     - 1942     GOOD             NGS
 HW0245  HISTORY     - 1965     GOOD             NGS
 HW0245
 HW0245                          STATION DESCRIPTION
 HW0245
 HW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0245'AT LURAY.
 HW0245'AT LURAY, PAGE COUNTY, 0.9 MILE NORTHEAST OF THE NORFOLK AND
 HW0245'WESTERN RAILWAY STATION, 20 FEET WEST OF MILEPOST 88, ABOUT 200
 HW0245'FEET WEST OF A WOODEN OVERPASS, 9 FEET NORTH OF THE CENTERLINE
 HW0245'OF THE MAIN TRACK, AND ON THE TOP OF THE HEADWALL OF A CONCRETE
 HW0245'CULVERT.  A CHISELED SQUARE.
 HW0245
 HW0245                          STATION RECOVERY (1965)
 HW0245
 HW0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0675 ***********************************************************************
 HW0675  DESIGNATION -  CHISELED SQUARE
 HW0675  PID         -  HW0675
 HW0675  STATE/COUNTY-  VA/LOUISA
 HW0675  USGS QUAD   -  LOUISA (1984)
 HW0675
 HW0675                         *CURRENT SURVEY CONTROL
 HW0675  ___________________________________________________________________
 HW0675* NAD 83(1986)-  38 03 31.     (N)    078 06 15.     (W)     SCALED    
 HW0675* NAVD 88     -       155.750  (meters)     510.99   (feet)  ADJUSTED  
 HW0675  ___________________________________________________________________
 HW0675  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0675  DYNAMIC HT  -         155.646 (meters)     510.65  (feet)  COMP
 HW0675  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HW0675
 HW0675  VERT ORDER  -  SECOND    CLASS 0
 HW0675
 HW0675.The horizontal coordinates were scaled from a topographic map and have
 HW0675.an estimated accuracy of +/- 6 seconds.
 HW0675
 HW0675.The orthometric height was determined by differential leveling
 HW0675.and adjusted by the National Geodetic Survey in June 1991..
 HW0675
 HW0675.The geoid height was determined by GEOID03.
 HW0675
 HW0675.The dynamic height is computed by dividing the NAVD 88
 HW0675.geopotential number by the normal gravity value computed on the
 HW0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0675.degrees latitude (g = 980.6199 gals.).
 HW0675
 HW0675.The modeled gravity was interpolated from observed gravity values.
 HW0675
 HW0675;                    North         East    Units  Estimated Accuracy
 HW0675;SPC VA S     - 1,191,540.    3,534,740.      MT  (+/- 180 meters Scaled)
 HW0675
 HW0675                          SUPERSEDED SURVEY CONTROL
 HW0675
 HW0675  NGVD 29 (??/??/92)  155.99   (m)          511.8    (f) COMPUTED    2 0
 HW0675
 HW0675.Superseded values are not recommended for survey control.
 HW0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0675.See file dsdata.txt to determine how the superseded data were derived.
 HW0675
 HW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC540162(NAD 83)
 HW0675_MARKER: Q = CHISELED SQUARE
 HW0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0675_SP_SET: SIGN
 HW0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0675
 HW0675  HISTORY     - Date     Condition        Report By
 HW0675  HISTORY     - UNK      MONUMENTED       CGS
 HW0675  HISTORY     - 1935     GOOD             NGS
 HW0675  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0675  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HW0675
 HW0675                          STATION DESCRIPTION
 HW0675
 HW0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0675'1.8 MI W FROM TREVILIANS.
 HW0675'1.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE CHESAPEAKE AND
 HW0675'OHIO RAILWAY STATION AT TREVILIANS, LOUISA COUNTY, AT THE SOUTHWEST
 HW0675'CORNER OF A LARGE SIGN RICHMOND AND MILLER, THE SHOPPING CENTER,
 HW0675'ON THE TOP OF THE CONCRETE BASE, AND 48 FEET EAST OF THE CENTERLINE
 HW0675'OF THE HIGHWAY.  A CHISELED SQUARE.
 HW0675
 HW0675                          STATION RECOVERY (1998)
 HW0675
 HW0675'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0675'MARK NOT FOUND.
 HW0675
 HW0675                          STATION RECOVERY (2002)
 HW0675
 HW0675'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HW0675' 
 HW0675' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0096 ***********************************************************************
 GW0096  DESIGNATION -  CHISELED SQUARE
 GW0096  PID         -  GW0096
 GW0096  STATE/COUNTY-  VA/GOOCHLAND
 GW0096  USGS QUAD   -  CALEDONIA (1987)
 GW0096
 GW0096                         *CURRENT SURVEY CONTROL
 GW0096  ___________________________________________________________________
 GW0096* NAD 83(1986)-  37 45 04.     (N)    078 03 39.     (W)     SCALED    
 GW0096* NAVD 88     -       109.865  (meters)     360.45   (feet)  ADJUSTED  
 GW0096  ___________________________________________________________________
 GW0096  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW0096  DYNAMIC HT  -         109.790 (meters)     360.20  (feet)  COMP
 GW0096  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 GW0096
 GW0096  VERT ORDER  -  SECOND    CLASS 0
 GW0096
 GW0096.The horizontal coordinates were scaled from a topographic map and have
 GW0096.an estimated accuracy of +/- 6 seconds.
 GW0096
 GW0096.The orthometric height was determined by differential leveling
 GW0096.and adjusted by the National Geodetic Survey in June 1991..
 GW0096
 GW0096.The geoid height was determined by GEOID03.
 GW0096
 GW0096.The dynamic height is computed by dividing the NAVD 88
 GW0096.geopotential number by the normal gravity value computed on the
 GW0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0096.degrees latitude (g = 980.6199 gals.).
 GW0096
 GW0096.The modeled gravity was interpolated from observed gravity values.
 GW0096
 GW0096;                    North         East    Units  Estimated Accuracy
 GW0096;SPC VA S     - 1,157,430.    3,538,700.      MT  (+/- 180 meters Scaled)
 GW0096
 GW0096                          SUPERSEDED SURVEY CONTROL
 GW0096
 GW0096  NGVD 29 (??/??/92)  110.139  (m)          361.35   (f) ADJ UNCH    2 0
 GW0096
 GW0096.Superseded values are not recommended for survey control.
 GW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0096.See file dsdata.txt to determine how the superseded data were derived.
 GW0096
 GW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB589822(NAD 83)
 GW0096_MARKER: Q = CHISELED SQUARE
 GW0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0096_SP_SET: CULVERT
 GW0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0096
 GW0096  HISTORY     - Date     Condition        Report By
 GW0096  HISTORY     - UNK      MONUMENTED       USGS
 GW0096  HISTORY     - 1935     GOOD             NGS
 GW0096  HISTORY     - 1962     MARK NOT FOUND   NGS
 GW0096  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0096
 GW0096                          STATION DESCRIPTION
 GW0096
 GW0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0096'1.2 MI N FROM GEORGES TAVERN.
 GW0096'1.2 MILES NORTH ALONG SECONDARY STATE HIGHWAY 606 FROM THE
 GW0096'JUNCTION OF STATE HIGHWAY 6 AT GEORGES TAVERN, GOOCHLAND COUNTY,
 GW0096'0.3 MILE NORTH OF THE FIFE GENERAL STORE, AT A CONCRETE CULVERT,
 GW0096'AND ON THE TOP OF THE SOUTH END OF THE WEST HEADWALL.  A CHISELED
 GW0096'SQUARE.
 GW0096
 GW0096                          STATION RECOVERY (1962)
 GW0096
 GW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0096'MARK NOT FOUND.
 GW0096
 GW0096                          STATION RECOVERY (1998)
 GW0096
 GW0096'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0687 ***********************************************************************
 HW0687  DESIGNATION -  CHISELED SQUARE
 HW0687  PID         -  HW0687
 HW0687  STATE/COUNTY-  VA/AUGUSTA
 HW0687  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW0687
 HW0687                         *CURRENT SURVEY CONTROL
 HW0687  ___________________________________________________________________
 HW0687* NAD 83(1986)-  38 06 19.     (N)    078 51 39.     (W)     SCALED    
 HW0687* NAVD 88     -       382.558  (meters)    1255.11   (feet)  ADJUSTED  
 HW0687  ___________________________________________________________________
 HW0687  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HW0687  DYNAMIC HT  -         382.268 (meters)    1254.16  (feet)  COMP
 HW0687  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 HW0687
 HW0687  VERT ORDER  -  SECOND    CLASS 0
 HW0687
 HW0687.The horizontal coordinates were scaled from a topographic map and have
 HW0687.an estimated accuracy of +/- 6 seconds.
 HW0687
 HW0687.The orthometric height was determined by differential leveling
 HW0687.and adjusted by the National Geodetic Survey in June 1991..
 HW0687
 HW0687.The geoid height was determined by GEOID03.
 HW0687
 HW0687.The dynamic height is computed by dividing the NAVD 88
 HW0687.geopotential number by the normal gravity value computed on the
 HW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0687.degrees latitude (g = 980.6199 gals.).
 HW0687
 HW0687.The modeled gravity was interpolated from observed gravity values.
 HW0687
 HW0687;                    North         East    Units  Estimated Accuracy
 HW0687;SPC VA N     - 2,048,750.    3,468,350.      MT  (+/- 180 meters Scaled)
 HW0687
 HW0687                          SUPERSEDED SURVEY CONTROL
 HW0687
 HW0687  NGVD 29 (??/??/92)  382.738  (m)         1255.70   (f) ADJ UNCH    2 0
 HW0687
 HW0687.Superseded values are not recommended for survey control.
 HW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0687.See file dsdata.txt to determine how the superseded data were derived.
 HW0687
 HW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC875196(NAD 83)
 HW0687_MARKER: Q = CHISELED SQUARE
 HW0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0687_SP_SET: HEADWALL
 HW0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0687
 HW0687  HISTORY     - Date     Condition        Report By
 HW0687  HISTORY     - UNK      MONUMENTED       USGS
 HW0687  HISTORY     - 1935     GOOD             NGS
 HW0687  HISTORY     - 1942     GOOD             NGS
 HW0687
 HW0687                          STATION DESCRIPTION
 HW0687
 HW0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0687'2.6 MI N FROM WAYNESBORO.
 HW0687'2.6 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HW0687'STATION AT WAYNESBORO, AUGUSTA COUNTY, ABOUT 0.5 MILE NORTH OF
 HW0687'MILEPOST 141, AT A CULVERT, ON THE TOP OF THE NORTH END OF THE
 HW0687'CONCRETE HEAD WALL, 6 INCHES NORTH OF RV 4, DESCRIBED ABOVE, AND
 HW0687'15 FEET WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 HW0687
 HW0687                          STATION RECOVERY (1942)
 HW0687
 HW0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0720 ***********************************************************************
 HW0720  DESIGNATION -  CHISELED SQUARE
 HW0720  PID         -  HW0720
 HW0720  STATE/COUNTY-  VA/ROCKINGHAM
 HW0720  USGS QUAD   -  GROTTOES (1987)
 HW0720
 HW0720                         *CURRENT SURVEY CONTROL
 HW0720  ___________________________________________________________________
 HW0720* NAD 83(1986)-  38 18 08.     (N)    078 46 53.     (W)     SCALED    
 HW0720* NAVD 88     -       320.631  (meters)    1051.94   (feet)  ADJUSTED  
 HW0720  ___________________________________________________________________
 HW0720  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0720  DYNAMIC HT  -         320.397 (meters)    1051.17  (feet)  COMP
 HW0720  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 HW0720
 HW0720  VERT ORDER  -  SECOND    CLASS 0
 HW0720
 HW0720.The horizontal coordinates were scaled from a topographic map and have
 HW0720.an estimated accuracy of +/- 6 seconds.
 HW0720
 HW0720.The orthometric height was determined by differential leveling
 HW0720.and adjusted by the National Geodetic Survey in June 1991..
 HW0720
 HW0720.The geoid height was determined by GEOID03.
 HW0720
 HW0720.The dynamic height is computed by dividing the NAVD 88
 HW0720.geopotential number by the normal gravity value computed on the
 HW0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0720.degrees latitude (g = 980.6199 gals.).
 HW0720
 HW0720.The modeled gravity was interpolated from observed gravity values.
 HW0720
 HW0720;                    North         East    Units  Estimated Accuracy
 HW0720;SPC VA N     - 2,070,580.    3,475,390.      MT  (+/- 180 meters Scaled)
 HW0720
 HW0720                          SUPERSEDED SURVEY CONTROL
 HW0720
 HW0720  NGVD 29 (??/??/92)  320.812  (m)         1052.53   (f) ADJ UNCH    2 0
 HW0720
 HW0720.Superseded values are not recommended for survey control.
 HW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0720.See file dsdata.txt to determine how the superseded data were derived.
 HW0720
 HW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC939416(NAD 83)
 HW0720_MARKER: Q = CHISELED SQUARE
 HW0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0720_SP_SET: BALLAST WALL
 HW0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0720
 HW0720  HISTORY     - Date     Condition        Report By
 HW0720  HISTORY     - UNK      MONUMENTED       USGS
 HW0720  HISTORY     - 1935     GOOD             NGS
 HW0720  HISTORY     - 1942     GOOD             NGS
 HW0720  HISTORY     - 19971013 GOOD             USPSQD
 HW0720
 HW0720                          STATION DESCRIPTION
 HW0720
 HW0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0720'1.6 MI NE FROM PORT REPUBLIC.
 HW0720'1.6 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HW0720'THE STATON AT PORT REPUBLIC, ROCKINGHAM COUNTY, ABOUT 0.5 MILE
 HW0720'NORTH OF MILEPOST 126, AT THE NORTH END OF TRESTLE 507, ON THE
 HW0720'TOP OF THE CONCRETE BALLAST WALL, 2 INCHES FROM RV 26, DESCRIBED
 HW0720'ABOVE, AND 8 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 HW0720'CHISELED SQUARE.
 HW0720
 HW0720                          STATION RECOVERY (1942)
 HW0720
 HW0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0720'RECOVERED IN GOOD CONDITION.
 HW0720
 HW0720                          STATION RECOVERY (1997)
 HW0720
 HW0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2499 ***********************************************************************
 GV2499  DESIGNATION -  CHISELED SQUARE 1
 GV2499  PID         -  GV2499
 GV2499  STATE/COUNTY-  VA/LOUISA
 GV2499  USGS QUAD   -  PENDLETON (1987)
 GV2499
 GV2499                         *CURRENT SURVEY CONTROL
 GV2499  ___________________________________________________________________
 GV2499* NAD 83(1986)-  37 54 54.     (N)    077 59 12.     (W)     SCALED    
 GV2499* NAVD 88     -       126.992  (meters)     416.64   (feet)  ADJUSTED  
 GV2499  ___________________________________________________________________
 GV2499  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2499  DYNAMIC HT  -         126.906 (meters)     416.36  (feet)  COMP
 GV2499  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 GV2499
 GV2499  VERT ORDER  -  SECOND    CLASS 0
 GV2499
 GV2499.The horizontal coordinates were scaled from a topographic map and have
 GV2499.an estimated accuracy of +/- 6 seconds.
 GV2499
 GV2499.The orthometric height was determined by differential leveling
 GV2499.and adjusted by the National Geodetic Survey in June 1991..
 GV2499
 GV2499.The geoid height was determined by GEOID03.
 GV2499
 GV2499.The dynamic height is computed by dividing the NAVD 88
 GV2499.geopotential number by the normal gravity value computed on the
 GV2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2499.degrees latitude (g = 980.6199 gals.).
 GV2499
 GV2499.The modeled gravity was interpolated from observed gravity values.
 GV2499
 GV2499;                    North         East    Units  Estimated Accuracy
 GV2499;SPC VA S     - 1,175,650.    3,545,140.      MT  (+/- 180 meters Scaled)
 GV2499
 GV2499                          SUPERSEDED SURVEY CONTROL
 GV2499
 GV2499  NGVD 29 (??/??/??)  127.240  (m)          417.45   (f) ADJUSTED    2 0
 GV2499
 GV2499.Superseded values are not recommended for survey control.
 GV2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2499.See file dsdata.txt to determine how the superseded data were derived.
 GV2499
 GV2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH374005(NAD 83)
 GV2499_MARKER: Q = CHISELED SQUARE
 GV2499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2499_SP_SET: CULVERT
 GV2499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2499
 GV2499  HISTORY     - Date     Condition        Report By
 GV2499  HISTORY     - UNK      MONUMENTED       CGS
 GV2499  HISTORY     - 1935     GOOD             CGS
 GV2499  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV2499  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2499  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV2499
 GV2499                          STATION DESCRIPTION
 GV2499
 GV2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2499'3.7 MI NE FROM SHANNON HILL.
 GV2499'IN LOUISA COUNTY, 3.7 MILES NORTHEAST ALONG SECONDARY STATE
 GV2499'HIGHWAY 605 FROM THE INTERSECTION OF U.S. HIGHWAY 250 AT
 GV2499'SHANNON HILL, GOOCHLAND COUNTY, ON THE OUTSIDE OF A CURVE,
 GV2499'ON THE TOP OF A CONCRETE HEADWALL OF A CULVERT, AND 16 FEET
 GV2499'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
 GV2499
 GV2499                          STATION RECOVERY (1962)
 GV2499
 GV2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV2499'MARK NOT FOUND.
 GV2499
 GV2499                          STATION RECOVERY (1998)
 GV2499
 GV2499'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2499'MARK NOT FOUND.
 GV2499
 GV2499                          STATION RECOVERY (2002)
 GV2499
 GV2499'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GV2499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3467 ***********************************************************************
 HV3467  DESIGNATION -  CHISELED SQUARE 1
 HV3467  PID         -  HV3467
 HV3467  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3467  USGS QUAD   -  MINERAL (1981)
 HV3467
 HV3467                         *CURRENT SURVEY CONTROL
 HV3467  ___________________________________________________________________
 HV3467* NAD 83(1986)-  38 06 39.     (N)    077 53 09.     (W)     SCALED    
 HV3467* NAVD 88     -        69.186  (meters)     226.99   (feet)  ADJUSTED  
 HV3467  ___________________________________________________________________
 HV3467  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3467  DYNAMIC HT  -          69.141 (meters)     226.84  (feet)  COMP
 HV3467  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 HV3467
 HV3467  VERT ORDER  -  SECOND    CLASS 0
 HV3467
 HV3467.The horizontal coordinates were scaled from a topographic map and have
 HV3467.an estimated accuracy of +/- 6 seconds.
 HV3467
 HV3467.The orthometric height was determined by differential leveling
 HV3467.and adjusted by the National Geodetic Survey in June 1991..
 HV3467
 HV3467.The geoid height was determined by GEOID03.
 HV3467
 HV3467.The dynamic height is computed by dividing the NAVD 88
 HV3467.geopotential number by the normal gravity value computed on the
 HV3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3467.degrees latitude (g = 980.6199 gals.).
 HV3467
 HV3467.The modeled gravity was interpolated from observed gravity values.
 HV3467
 HV3467;                    North         East    Units  Estimated Accuracy
 HV3467;SPC VA N     - 2,049,480.    3,553,860.      MT  (+/- 180 meters Scaled)
 HV3467
 HV3467                          SUPERSEDED SURVEY CONTROL
 HV3467
 HV3467  NGVD 29 (??/??/??)   69.435  (m)          227.80   (f) ADJUSTED    2 0
 HV3467
 HV3467.Superseded values are not recommended for survey control.
 HV3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3467.See file dsdata.txt to determine how the superseded data were derived.
 HV3467
 HV3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH469220(NAD 83)
 HV3467_MARKER: Q = CHISELED SQUARE
 HV3467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3467_SP_SET: BRIDGE
 HV3467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3467
 HV3467  HISTORY     - Date     Condition        Report By
 HV3467  HISTORY     - UNK      MONUMENTED       CGS
 HV3467  HISTORY     - 1935     GOOD             CGS
 HV3467  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV3467
 HV3467                          STATION DESCRIPTION
 HV3467
 HV3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3467'2.4 MI N FROM WARES CROSS ROADS.
 HV3467'IN SPOTSYLVANIA COUNTY, ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY
 HV3467'49 FROM A STORE AT WARES CROSS ROADS, LOUISA COUNTY, AT THE
 HV3467'LOUISA-SPOTSYLVANIA COUNTY LINE, AT A DAM OF NORTH ANNA RIVER, AT
 HV3467'THE NORTHEAST CORNER OF A BRIDGE, ON THE TOP OF THE NORTHEAST CORNER
 HV3467'OF THE WING WALL, AND 9 FEET NORTH OF THE NORTH EDGE.  A CHISELED
 HV3467'SQUARE.
 HV3467
 HV3467                          STATION RECOVERY (1998)
 HV3467
 HV3467'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2501 ***********************************************************************
 GV2501  DESIGNATION -  CHISELED SQUARE 2
 GV2501  PID         -  GV2501
 GV2501  STATE/COUNTY-  VA/LOUISA
 GV2501  USGS QUAD   -  PENDLETON (1987)
 GV2501
 GV2501                         *CURRENT SURVEY CONTROL
 GV2501  ___________________________________________________________________
 GV2501* NAD 83(1986)-  37 55 56.     (N)    077 57 42.     (W)     SCALED    
 GV2501* NAVD 88     -        83.420  (meters)     273.69   (feet)  ADJUSTED  
 GV2501  ___________________________________________________________________
 GV2501  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV2501  DYNAMIC HT  -          83.364 (meters)     273.50  (feet)  COMP
 GV2501  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 GV2501
 GV2501  VERT ORDER  -  SECOND    CLASS 0
 GV2501
 GV2501.The horizontal coordinates were scaled from a topographic map and have
 GV2501.an estimated accuracy of +/- 6 seconds.
 GV2501
 GV2501.The orthometric height was determined by differential leveling
 GV2501.and adjusted by the National Geodetic Survey in June 1991..
 GV2501
 GV2501.The geoid height was determined by GEOID03.
 GV2501
 GV2501.The dynamic height is computed by dividing the NAVD 88
 GV2501.geopotential number by the normal gravity value computed on the
 GV2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2501.degrees latitude (g = 980.6199 gals.).
 GV2501
 GV2501.The modeled gravity was interpolated from observed gravity values.
 GV2501
 GV2501;                    North         East    Units  Estimated Accuracy
 GV2501;SPC VA S     - 1,177,580.    3,547,330.      MT  (+/- 180 meters Scaled)
 GV2501
 GV2501                          SUPERSEDED SURVEY CONTROL
 GV2501
 GV2501  NGVD 29 (??/??/??)   83.667  (m)          274.50   (f) ADJUSTED    2 0
 GV2501
 GV2501.Superseded values are not recommended for survey control.
 GV2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2501.See file dsdata.txt to determine how the superseded data were derived.
 GV2501
 GV2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH397024(NAD 83)
 GV2501_MARKER: Q = CHISELED SQUARE
 GV2501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2501_SP_SET: BRIDGE
 GV2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2501
 GV2501  HISTORY     - Date     Condition        Report By
 GV2501  HISTORY     - UNK      MONUMENTED       CGS
 GV2501  HISTORY     - 1953     GOOD             CGS
 GV2501  HISTORY     - 1962     GOOD             CGS
 GV2501  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2501  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV2501
 GV2501                          STATION DESCRIPTION
 GV2501
 GV2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GV2501'5.6 MI NE FROM SHANNON HILL.
 GV2501'IN LOUISA COUNTY, 5.6 MILES NORTHEAST ALONG SECONDARY STATE
 GV2501'HIGHWAY 605 FROM THE INTERSECTION OF U.S. HIGHWAY 250 AT SHANNON
 GV2501'HILL, GOOCHLAND COUNTY, AT A BRIDGE OVER SOUTH ANNA RIVER,
 GV2501'AND ON THE TOP OF THE NORTHEAST WING WALL.  A CHISELED SQUARE.
 GV2501
 GV2501                          STATION RECOVERY (1962)
 GV2501
 GV2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV2501'RECOVERED IN GOOD CONDITION.
 GV2501
 GV2501                          STATION RECOVERY (1998)
 GV2501
 GV2501'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2501'MARK NOT FOUND.
 GV2501
 GV2501                          STATION RECOVERY (2002)
 GV2501
 GV2501'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GV2501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3468 ***********************************************************************
 HV3468  DESIGNATION -  CHISELED SQUARE 2
 HV3468  PID         -  HV3468
 HV3468  STATE/COUNTY-  VA/LOUISA
 HV3468  USGS QUAD   -  MINERAL (1981)
 HV3468
 HV3468                         *CURRENT SURVEY CONTROL
 HV3468  ___________________________________________________________________
 HV3468* NAD 83(1986)-  38 06 09.     (N)    077 53 08.     (W)     SCALED    
 HV3468* NAVD 88     -        93.702  (meters)     307.42   (feet)  ADJUSTED  
 HV3468  ___________________________________________________________________
 HV3468  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3468  DYNAMIC HT  -          93.641 (meters)     307.22  (feet)  COMP
 HV3468  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 HV3468
 HV3468  VERT ORDER  -  SECOND    CLASS 0
 HV3468
 HV3468.The horizontal coordinates were scaled from a topographic map and have
 HV3468.an estimated accuracy of +/- 6 seconds.
 HV3468
 HV3468.The orthometric height was determined by differential leveling
 HV3468.and adjusted by the National Geodetic Survey in June 1991..
 HV3468
 HV3468.The geoid height was determined by GEOID03.
 HV3468
 HV3468.The dynamic height is computed by dividing the NAVD 88
 HV3468.geopotential number by the normal gravity value computed on the
 HV3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3468.degrees latitude (g = 980.6199 gals.).
 HV3468
 HV3468.The modeled gravity was interpolated from observed gravity values.
 HV3468
 HV3468;                    North         East    Units  Estimated Accuracy
 HV3468;SPC VA S     - 1,196,520.    3,553,890.      MT  (+/- 180 meters Scaled)
 HV3468
 HV3468                          SUPERSEDED SURVEY CONTROL
 HV3468
 HV3468  NGVD 29 (??/??/??)   93.950  (m)          308.23   (f) ADJUSTED    2 0
 HV3468
 HV3468.Superseded values are not recommended for survey control.
 HV3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3468.See file dsdata.txt to determine how the superseded data were derived.
 HV3468
 HV3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH469211(NAD 83)
 HV3468_MARKER: Q = CHISELED SQUARE
 HV3468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3468_SP_SET: CULVERT
 HV3468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3468
 HV3468  HISTORY     - Date     Condition        Report By
 HV3468  HISTORY     - UNK      MONUMENTED       CGS
 HV3468  HISTORY     - 1935     GOOD             CGS
 HV3468  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV3468  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3468
 HV3468                          STATION DESCRIPTION
 HV3468
 HV3468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3468'1.8 MI N FROM WARES CROSS ROADS.
 HV3468'1.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM A STORE AT WARES CROSS
 HV3468'ROADS, LOUISA COUNTY, ABOUT 0.1 MILE NORTH OF A HOUSE, AT THE NORTH
 HV3468'END OF A CURVE TO THE SOUTH, AT A CULVERT, ON THE TOP OF THE
 HV3468'NORTHEAST CORNER OF THE CONCRETE HEAD WALL, AND 10 FEET EAST
 HV3468'OF THE CENTER LINE OF THE ROAD.  A CHISELED SQUARE.
 HV3468
 HV3468                          STATION RECOVERY (1998)
 HV3468
 HV3468'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3468'MARK NOT FOUND.
 HV3468
 HV3468                          STATION RECOVERY (2002)
 HV3468
 HV3468'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0547 ***********************************************************************
 HW0547  DESIGNATION -  CHISELED SQUARE 8
 HW0547  PID         -  HW0547
 HW0547  STATE/COUNTY-  VA/GREENE
 HW0547  USGS QUAD   -  STANARDSVILLE (1987)
 HW0547
 HW0547                         *CURRENT SURVEY CONTROL
 HW0547  ___________________________________________________________________
 HW0547* NAD 83(1986)-  38 17 46.     (N)    078 26 23.     (W)     SCALED    
 HW0547* NAVD 88     -       201.238  (meters)     660.23   (feet)  ADJUSTED  
 HW0547  ___________________________________________________________________
 HW0547  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0547  DYNAMIC HT  -         201.099 (meters)     659.77  (feet)  COMP
 HW0547  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 HW0547
 HW0547  VERT ORDER  -  SECOND    CLASS 0
 HW0547
 HW0547.The horizontal coordinates were scaled from a topographic map and have
 HW0547.an estimated accuracy of +/- 6 seconds.
 HW0547
 HW0547.The orthometric height was determined by differential leveling
 HW0547.and adjusted by the National Geodetic Survey in June 1991..
 HW0547
 HW0547.The geoid height was determined by GEOID03.
 HW0547
 HW0547.The dynamic height is computed by dividing the NAVD 88
 HW0547.geopotential number by the normal gravity value computed on the
 HW0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0547.degrees latitude (g = 980.6199 gals.).
 HW0547
 HW0547.The modeled gravity was interpolated from observed gravity values.
 HW0547
 HW0547;                    North         East    Units  Estimated Accuracy
 HW0547;SPC VA N     - 2,069,870.    3,505,270.      MT  (+/- 180 meters Scaled)
 HW0547
 HW0547                          SUPERSEDED SURVEY CONTROL
 HW0547
 HW0547  NGVD 29 (??/??/92)  201.44   (m)          660.9    (f) COMPUTED    2 0
 HW0547
 HW0547.Superseded values are not recommended for survey control.
 HW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0547.See file dsdata.txt to determine how the superseded data were derived.
 HW0547
 HW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC238417(NAD 83)
 HW0547_MARKER: Q = CHISELED SQUARE
 HW0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0547_SP_SET: BUILDING
 HW0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0547
 HW0547  HISTORY     - Date     Condition        Report By
 HW0547  HISTORY     - UNK      MONUMENTED       VADH
 HW0547  HISTORY     - 1935     GOOD             NGS
 HW0547
 HW0547                          STATION DESCRIPTION
 HW0547
 HW0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0547'AT STANDARDSVILLE.
 HW0547'AT STANARDSVILLE, GREENE COUNTY, AND ON THE TOP OF THE NORTHEAST
 HW0547'CORNER OF THE COUNTY COURTHOUSE PORCH.  NOT INCLUDED IN 1965 LEVELING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2394 ***********************************************************************
 HV2394  DESIGNATION -  CHISELED SQUARE USE
 HV2394  PID         -  HV2394
 HV2394  STATE/COUNTY-  VA/FAIRFAX
 HV2394  USGS QUAD   -  FORT BELVOIR (1983)
 HV2394
 HV2394                         *CURRENT SURVEY CONTROL
 HV2394  ___________________________________________________________________
 HV2394* NAD 83(1986)-  38 42 47.     (N)    077 09 35.     (W)     SCALED    
 HV2394* NAVD 88     -        15.284  (meters)      50.14   (feet)  ADJUSTED  
 HV2394  ___________________________________________________________________
 HV2394  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV2394  DYNAMIC HT  -          15.276 (meters)      50.12  (feet)  COMP
 HV2394  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 HV2394
 HV2394  VERT ORDER  -  FIRST     CLASS II
 HV2394
 HV2394.The horizontal coordinates were scaled from a topographic map and have
 HV2394.an estimated accuracy of +/- 6 seconds.
 HV2394
 HV2394.The orthometric height was determined by differential leveling
 HV2394.and adjusted by the National Geodetic Survey in June 1991..
 HV2394
 HV2394.The geoid height was determined by GEOID03.
 HV2394
 HV2394.The dynamic height is computed by dividing the NAVD 88
 HV2394.geopotential number by the normal gravity value computed on the
 HV2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2394.degrees latitude (g = 980.6199 gals.).
 HV2394
 HV2394.The modeled gravity was interpolated from observed gravity values.
 HV2394
 HV2394;                    North         East    Units  Estimated Accuracy
 HV2394;SPC VA N     - 2,117,000.    3,616,560.      MT  (+/- 180 meters Scaled)
 HV2394
 HV2394                          SUPERSEDED SURVEY CONTROL
 HV2394
 HV2394  NGVD 29 (??/??/??)   15.558  (m)           51.04   (f) ADJUSTED    1 2
 HV2394
 HV2394.Superseded values are not recommended for survey control.
 HV2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2394.See file dsdata.txt to determine how the superseded data were derived.
 HV2394
 HV2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH122871(NAD 83)
 HV2394_MARKER: Q = CHISELED SQUARE
 HV2394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2394_SP_SET: CURB
 HV2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2394
 HV2394  HISTORY     - Date     Condition        Report By
 HV2394  HISTORY     - UNK      MONUMENTED       USE
 HV2394  HISTORY     - 1957     GOOD             CGS
 HV2394  HISTORY     - 1972     GOOD             NGS
 HV2394  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HV2394
 HV2394                          STATION DESCRIPTION
 HV2394
 HV2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HV2394'0.3 MI N FROM ACCOTINK.
 HV2394'MARK IS 0.3 MILE NORTH ALONG STATE HIGHWAY 617 FROM THE INTERSECTION
 HV2394'WITH HIGHWAY 1 AT ACCOTINK, THENCE 365 FT. NORTH ALONG STATE
 HV2394'HIGHWAY 613, AT A RR TRESTLE.  A CHISLED SQUARE IN THE CURB AT THE
 HV2394'NORTH END OF THE CENTER ISLAND OF THE ROAD, 33.8 FT. NORTH OF THE
 HV2394'NW CORNER OF THE CENTER SUPPORT OF THE TRESTLE AND 0.5 FT. ABOVE
 HV2394'THE SURFACE OF THE ROAD.
 HV2394
 HV2394                          STATION RECOVERY (1972)
 HV2394
 HV2394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2394'RECOVERED IN GOOD CONDITION.
 HV2394
 HV2394                          STATION RECOVERY (1988)
 HV2394
 HV2394'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHD)
 HV2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0417 ***********************************************************************
 HW0417  DESIGNATION -  CHISELED SQUARE USE
 HW0417  PID         -  HW0417
 HW0417  STATE/COUNTY-  VA/ORANGE
 HW0417  USGS QUAD   -  RAPIDAN (1984)
 HW0417
 HW0417                         *CURRENT SURVEY CONTROL
 HW0417  ___________________________________________________________________
 HW0417* NAD 83(1986)-  38 18 40.     (N)    078 04 00.     (W)     SCALED    
 HW0417* NAVD 88     -        89.085  (meters)     292.27   (feet)  ADJUSTED  
 HW0417  ___________________________________________________________________
 HW0417  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW0417  DYNAMIC HT  -          89.029 (meters)     292.09  (feet)  COMP
 HW0417  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 HW0417
 HW0417  VERT ORDER  -  SECOND    CLASS 0
 HW0417
 HW0417.The horizontal coordinates were scaled from a topographic map and have
 HW0417.an estimated accuracy of +/- 6 seconds.
 HW0417
 HW0417.The orthometric height was determined by differential leveling
 HW0417.and adjusted by the National Geodetic Survey in June 1991..
 HW0417
 HW0417.The geoid height was determined by GEOID03.
 HW0417
 HW0417.The dynamic height is computed by dividing the NAVD 88
 HW0417.geopotential number by the normal gravity value computed on the
 HW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0417.degrees latitude (g = 980.6199 gals.).
 HW0417
 HW0417.The modeled gravity was interpolated from observed gravity values.
 HW0417
 HW0417;                    North         East    Units  Estimated Accuracy
 HW0417;SPC VA N     - 2,071,620.    3,537,900.      MT  (+/- 180 meters Scaled)
 HW0417
 HW0417                          SUPERSEDED SURVEY CONTROL
 HW0417
 HW0417.No superseded survey control is available for this station.
 HW0417
 HW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC564444(NAD 83)
 HW0417_MARKER: Q = CHISELED SQUARE
 HW0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0417_SP_SET: FOOTING
 HW0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0417
 HW0417  HISTORY     - Date     Condition        Report By
 HW0417  HISTORY     - UNK      MONUMENTED       DOD
 HW0417  HISTORY     - 1935     GOOD             NGS
 HW0417  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0417  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0417  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0417
 HW0417                          STATION DESCRIPTION
 HW0417
 HW0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0417'0.5 MI S FROM RAPIDAN.
 HW0417'IN ORANGE COUNTY, 0.5 MILE SOUTH ALONG SECONDARY STATE HIGHWAY
 HW0417'615 FROM THE SOUTHERN RAILWAY STATION AT RAPIDAN, CULPEPER COUNTY,
 HW0417'AT THE EAST CITY LIMITS, AT A BRIDGE OVER RAPIDAN RIVER, ON THE
 HW0417'TOP OF THE SOUTHEAST CORNER OF THE HIGHWAY FOOTING, 9 FEET
 HW0417'SOUTH OF THE CENTER OF THE BRIDGE, AND 18 INCHES EAST OF THE
 HW0417'EAST END OF THE STEEL SPAN.  A CHISELED SQUARE.
 HW0417
 HW0417                          STATION RECOVERY (1984)
 HW0417
 HW0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0417'NOT RECOVERED, NO INDICATION OF A CHISELED SQUARE WAS FOUND, THE
 HW0417'BRIDGE IS NOW CONCRETE, BUILT IN 1966 AND MARK SHOULD BE CONSIDERED
 HW0417'DESTROYED.
 HW0417
 HW0417                          STATION RECOVERY (1998)
 HW0417
 HW0417'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0417'MARK NOT FOUND.
 HW0417
 HW0417                          STATION RECOVERY (2003)
 HW0417
 HW0417'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0017 ***********************************************************************
 GV0017  DESIGNATION -  CHISELED SQUARE VADH
 GV0017  PID         -  GV0017
 GV0017  STATE/COUNTY-  VA/LANCASTER
 GV0017  USGS QUAD   -  IRVINGTON (1992)
 GV0017
 GV0017                         *CURRENT SURVEY CONTROL
 GV0017  ___________________________________________________________________
 GV0017* NAD 83(1986)-  37 38 10.     (N)    076 24 45.     (W)     SCALED    
 GV0017* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 GV0017  ___________________________________________________________________
 GV0017  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 GV0017  DYNAMIC HT  -           1.085 (meters)       3.56  (feet)  COMP
 GV0017  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 GV0017
 GV0017  VERT ORDER  -  FIRST     CLASS I
 GV0017
 GV0017.The horizontal coordinates were scaled from a topographic map and have
 GV0017.an estimated accuracy of +/- 6 seconds.
 GV0017
 GV0017.The orthometric height was determined by differential leveling
 GV0017.and adjusted by the National Geodetic Survey in June 1991..
 GV0017
 GV0017.The geoid height was determined by GEOID03.
 GV0017
 GV0017.The dynamic height is computed by dividing the NAVD 88
 GV0017.geopotential number by the normal gravity value computed on the
 GV0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0017.degrees latitude (g = 980.6199 gals.).
 GV0017
 GV0017.The modeled gravity was interpolated from observed gravity values.
 GV0017
 GV0017;                    North         East    Units  Estimated Accuracy
 GV0017;SPC VA S     - 1,146,610.    3,684,230.      MT  (+/- 180 meters Scaled)
 GV0017
 GV0017                          SUPERSEDED SURVEY CONTROL
 GV0017
 GV0017  NGVD 29 (??/??/??)    1.327  (m)            4.35   (f) ADJUSTED    1 1
 GV0017
 GV0017.Superseded values are not recommended for survey control.
 GV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0017.See file dsdata.txt to determine how the superseded data were derived.
 GV0017
 GV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG753663(NAD 83)
 GV0017_MARKER: Q = CHISELED SQUARE
 GV0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0017_SP_SET: PIER
 GV0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0017
 GV0017  HISTORY     - Date     Condition        Report By
 GV0017  HISTORY     - UNK      MONUMENTED       VADH
 GV0017  HISTORY     - 1971     GOOD             NGS
 GV0017  HISTORY     - 19980731 MARK NOT FOUND   USPSQD
 GV0017  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV0017
 GV0017                          STATION DESCRIPTION
 GV0017
 GV0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0017'1.5 MI SW FROM WHITE STONE.
 GV0017'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GV0017'OF THE HIGHWAY AND STATE HIGHWAY 200 AT WHITE STONE, 37 1/2
 GV0017'FEET SOUTH OF THE SOUTH CORNER OF THE YE OLDE TACKLE SHOPPE,
 GV0017'AND IS AN OUTLINED SQUARE ON THE NORTH CORNER OF THE NORTHEAST
 GV0017'END OF THE SOUTHEAST WING WALL OF THE NORTHEAST END OF THE PIER
 GV0017'THAT LEADS TO THE OLD GREYS POINT FERRY SLIP.
 GV0017
 GV0017                          STATION RECOVERY (1998)
 GV0017
 GV0017'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0017'MARK NOT FOUND.
 GV0017
 GV0017                          STATION RECOVERY (2002)
 GV0017
 GV0017'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0536 ***********************************************************************
 FZ0536  DESIGNATION -  CHISWELL
 FZ0536  PID         -  FZ0536
 FZ0536  STATE/COUNTY-  VA/WYTHE
 FZ0536  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0536
 FZ0536                         *CURRENT SURVEY CONTROL
 FZ0536  ___________________________________________________________________
 FZ0536* NAD 83(1993)-  36 56 54.16546(N)    080 56 22.31741(W)     ADJUSTED  
 FZ0536* NAVD 88     -       658.217  (meters)    2159.50   (feet)  ADJUSTED  
 FZ0536  ___________________________________________________________________
 FZ0536  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FZ0536  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FZ0536  DYNAMIC HT  -         657.614 (meters)    2157.52  (feet)  COMP
 FZ0536  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FZ0536
 FZ0536  HORZ ORDER  -  SECOND
 FZ0536  VERT ORDER  -  FIRST     CLASS II
 FZ0536
 FZ0536.The horizontal coordinates were established by classical geodetic methods
 FZ0536.and adjusted by the National Geodetic Survey in September 1995..
 FZ0536
 FZ0536.The orthometric height was determined by differential leveling
 FZ0536.and adjusted by the National Geodetic Survey in June 1991..
 FZ0536
 FZ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0536
 FZ0536.The geoid height was determined by GEOID03.
 FZ0536
 FZ0536.The dynamic height is computed by dividing the NAVD 88
 FZ0536.geopotential number by the normal gravity value computed on the
 FZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0536.degrees latitude (g = 980.6199 gals.).
 FZ0536
 FZ0536.The modeled gravity was interpolated from observed gravity values.
 FZ0536
 FZ0536;                    North         East     Units Scale Factor Converg.
 FZ0536;SPC VA S     - 1,071,061.634 3,282,736.688   MT  0.99997199   -1 28 50.2
 FZ0536;SPC VA S     - 3,513,974.71 10,770,111.95   sFT  0.99997199   -1 28 50.2
 FZ0536;UTM  17      - 4,089,147.650   505,383.785   MT  0.99960036   +0 02 10.8
 FZ0536
 FZ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0536!SPC VA S     -   0.99990166  x   0.99997199  =   0.99987365
 FZ0536!UTM  17      -   0.99990166  x   0.99960036  =   0.99950206
 FZ0536
 FZ0536|---------------------------------------------------------------------|
 FZ0536| PID    Reference Object                     Distance      Geod. Az  |
 FZ0536|                                                           dddmmss.s |
 FZ0536| FZ0537 CHISWELL RM 1                        14.634 METERS 08658     |
 FZ0536| FZ0535 CHISWELL RM 2                        12.068 METERS 20854     |
 FZ0536| FZ0534 CHISWELL AZ MK                                     2394700.9 |
 FZ0536| GX3332 WALKER MOUNTAIN LOOKOUT TOWER       APPROX. 9.5 KM 3514107.4 |
 FZ0536|---------------------------------------------------------------------|
 FZ0536
 FZ0536                          SUPERSEDED SURVEY CONTROL
 FZ0536
 FZ0536  NAD 83(1986)-  36 56 54.17026(N)    080 56 22.31575(W) AD(       ) 2
 FZ0536  NAD 27      -  36 56 53.73817(N)    080 56 23.02762(W) AD(       ) 2
 FZ0536  NGVD 29 (??/??/92)  658.307  (m)         2159.80   (f) ADJ UNCH    1 2
 FZ0536
 FZ0536.Superseded values are not recommended for survey control.
 FZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0536.See file dsdata.txt to determine how the superseded data were derived.
 FZ0536
 FZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0538489148(NAD 83)
 FZ0536_MARKER: DS = TRIANGULATION STATION DISK
 FZ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0536_STAMPING: CHISWELL 1958
 FZ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0536+STABILITY: SURFACE MOTION
 FZ0536
 FZ0536  HISTORY     - Date     Condition        Report By
 FZ0536  HISTORY     - 1958     MONUMENTED       CGS
 FZ0536  HISTORY     - 1959     GOOD             NGS
 FZ0536
 FZ0536                          STATION DESCRIPTION
 FZ0536
 FZ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ0536'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF PULASKI,
 FZ0536'8 MILES EAST OF WYTHEVILLE AND ON THE PROPERTY OF MR. ELMO
 FZ0536'DAVIS.  IT IS 14 FEET SOUTHEAST OF A SMALL ROCK LEDGE THAT RUNS
 FZ0536'ALONG THE NORTHWEST SIDE OF HILL AND IS ABOUT 80 FEET SOUTH
 FZ0536'SOUTHWEST OF THE HIGHEST POINT OF HILL.  THE MARK IS SET
 FZ0536'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHISWELL 1958.
 FZ0536'
 FZ0536'REFERENCE MARK NO. 1 IS ON THE NORTH END OF HILL AND IS ABOUT
 FZ0536'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 FZ0536'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHISWELL
 FZ0536'NO 1 1958.
 FZ0536'
 FZ0536'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL AND IS
 FZ0536'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 FZ0536'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FZ0536'CHISWELL NO 2 1958.
 FZ0536'
 FZ0536'AZIMUTH MARK IS 33 FEET EAST OF A UTILITY POLE, 23 FEET NORTH
 FZ0536'OF THE CENTER LINE OF U.S. HIGHWAY 11 AND 4 FEET WEST SOUTHWEST
 FZ0536'OF A METAL WITNESS POST.  THE DISK IS SET IN A DRILL HOLE IN
 FZ0536'THE NORTH END OF A CONCRETE CULVERT AND IS STAMPED CHISWELL
 FZ0536'1958.
 FZ0536'
 FZ0536'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WYTHEVILLE,
 FZ0536'GO EASTERLY ON U.S. HIGHWAY 11 AND 52 FOR 7.7 MILES TO THE
 FZ0536'SMALL SETTLEMENT OF FORT CHISELL.  CONTINUE EASTERLY ON U.S.
 FZ0536'HIGHWAY 11 FOR 0.15 MILE TO AZIMUTH MARK ON LEFT.
 FZ0536'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 11 FOR 0.05 MILE TO
 FZ0536'A SIDE ROAD LEFT.  TURN LEFT PASSING THROUGH GATE AND GO
 FZ0536'NORTHERLY ON DIRT ROAD FOR 0.1 MILE.  THEN BEAR RIGHT AND GO
 FZ0536'UP SLOPE OF HILL FOR 0.1 MILE TO STATION JUST BEFORE REACHING
 FZ0536'HIGHEST POINT OF HILL.
 FZ0536'
 FZ0536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ0536
 FZ0536                          STATION RECOVERY (1959)
 FZ0536
 FZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ0536'8.8 MI NE FROM WYTHEVILLE.
 FZ0536'8.55 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FZ0536'AT WYTHEVILLE, THENCE ABOUT 0.1 MILE NORTH ALONG A PRIVATE
 FZ0536'ROAD LEADING TO HOUSES, THENCE ABOUT 0.1 MILE EAST AND UPHILL
 FZ0536'TO TOP OF BARE PASTURED HILL, AT THE NORTHWEST EDGE OF TOP OF
 FZ0536'PASTURE HILL, 47.9 FEET WEST OF R M 1, 39.6 FEET NORTH-NORTHEAST
 FZ0536'OF R M 2, AND SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE
 FZ0536'SURFACE OF THE GROUND.  ALSO ABOUT 0.25 MILE EAST ALONG U.S.
 FZ0536'HIGHWAY 11 FROM THE INTERSECTION OF U.S. HIGHWAY 52 LEADING
 FZ0536'SOUTH AND STATE HIGHWAY 121 LEADING NORTH AT FORT CHISWELL,
 FZ0536'THENCE 0.1 MILE NORTH ALONG A PRIVATE ROAD, THENCE 0.1 MILE
 FZ0536'EAST-NORTHEAST AND UPHILL TO BARE HILLTOP AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0534 ***********************************************************************
 FZ0534  DESIGNATION -  CHISWELL AZ MK
 FZ0534  PID         -  FZ0534
 FZ0534  STATE/COUNTY-  VA/WYTHE
 FZ0534  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0534
 FZ0534                         *CURRENT SURVEY CONTROL
 FZ0534  ___________________________________________________________________
 FZ0534* NAD 83(1986)-  36 56 48.     (N)    080 56 33.     (W)     SCALED    
 FZ0534* NAVD 88     -       620.490  (meters)    2035.72   (feet)  ADJUSTED  
 FZ0534  ___________________________________________________________________
 FZ0534  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FZ0534  DYNAMIC HT  -         619.920 (meters)    2033.85  (feet)  COMP
 FZ0534  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 FZ0534
 FZ0534  VERT ORDER  -  FIRST     CLASS II
 FZ0534
 FZ0534.The horizontal coordinates were scaled from a topographic map and have
 FZ0534.an estimated accuracy of +/- 6 seconds.
 FZ0534
 FZ0534.The orthometric height was determined by differential leveling
 FZ0534.and adjusted by the National Geodetic Survey in June 1991..
 FZ0534
 FZ0534.The geoid height was determined by GEOID03.
 FZ0534
 FZ0534.The dynamic height is computed by dividing the NAVD 88
 FZ0534.geopotential number by the normal gravity value computed on the
 FZ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0534.degrees latitude (g = 980.6199 gals.).
 FZ0534
 FZ0534.The modeled gravity was interpolated from observed gravity values.
 FZ0534
 FZ0534;                    North         East    Units  Estimated Accuracy
 FZ0534;SPC VA S     - 1,070,880.    3,282,470.      MT  (+/- 180 meters Scaled)
 FZ0534
 FZ0534                          SUPERSEDED SURVEY CONTROL
 FZ0534
 FZ0534  NGVD 29 (??/??/92)  620.576  (m)         2036.01   (f) ADJ UNCH    1 2
 FZ0534
 FZ0534.Superseded values are not recommended for survey control.
 FZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0534.See file dsdata.txt to determine how the superseded data were derived.
 FZ0534
 FZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA051889(NAD 83)
 FZ0534_MARKER: DZ = AZIMUTH MARK DISK
 FZ0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0534_SP_SET: CULVERT
 FZ0534_STAMPING: CHRISWELL 1958
 FZ0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0534
 FZ0534  HISTORY     - Date     Condition        Report By
 FZ0534  HISTORY     - 1958     MONUMENTED       CGS
 FZ0534  HISTORY     - 1959     GOOD             NGS
 FZ0534
 FZ0534                          STATION DESCRIPTION
 FZ0534
 FZ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0534'8.5 MI NE FROM WYTHEVILLE.
 FZ0534'8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FZ0534'AT WYTHEVILLE, 0.2 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY
 FZ0534'52 LEADING SOUTH AND STATE HIGHWAY 121 LEADING NORTH AT FORT
 FZ0534'CHISWELL, 24 FEET NORTH OF THE CENTER LINE OF THE NORTH (WEST
 FZ0534'BOUND) LANES OF DIVIDED HIGHWAY 11, IN TOP OF THE CENTER OF THE
 FZ0534'NORTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 FZ0534'WEST BOUND LANE OF THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE
 FZ0534'LEVEL OF THE WEST BOUND LANES OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0537 ***********************************************************************
 FZ0537  DESIGNATION -  CHISWELL RM 1
 FZ0537  PID         -  FZ0537
 FZ0537  STATE/COUNTY-  VA/WYTHE
 FZ0537  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0537
 FZ0537                         *CURRENT SURVEY CONTROL
 FZ0537  ___________________________________________________________________
 FZ0537* NAD 83(1986)-  36 56 53.     (N)    080 56 22.     (W)     SCALED    
 FZ0537* NAVD 88     -       658.105  (meters)    2159.13   (feet)  ADJUSTED  
 FZ0537  ___________________________________________________________________
 FZ0537  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FZ0537  DYNAMIC HT  -         657.502 (meters)    2157.15  (feet)  COMP
 FZ0537  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FZ0537
 FZ0537  VERT ORDER  -  FIRST     CLASS II
 FZ0537
 FZ0537.The horizontal coordinates were scaled from a topographic map and have
 FZ0537.an estimated accuracy of +/- 6 seconds.
 FZ0537
 FZ0537.The orthometric height was determined by differential leveling
 FZ0537.and adjusted by the National Geodetic Survey in June 1991..
 FZ0537
 FZ0537.The geoid height was determined by GEOID03.
 FZ0537
 FZ0537.The dynamic height is computed by dividing the NAVD 88
 FZ0537.geopotential number by the normal gravity value computed on the
 FZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0537.degrees latitude (g = 980.6199 gals.).
 FZ0537
 FZ0537.The modeled gravity was interpolated from observed gravity values.
 FZ0537
 FZ0537;                    North         East    Units  Estimated Accuracy
 FZ0537;SPC VA S     - 1,071,030.    3,282,740.      MT  (+/- 180 meters Scaled)
 FZ0537
 FZ0537                          SUPERSEDED SURVEY CONTROL
 FZ0537
 FZ0537  NGVD 29 (??/??/92)  658.195  (m)         2159.43   (f) ADJ UNCH    1 2
 FZ0537
 FZ0537.Superseded values are not recommended for survey control.
 FZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0537.See file dsdata.txt to determine how the superseded data were derived.
 FZ0537
 FZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA053891(NAD 83)
 FZ0537_MARKER: DR = REFERENCE MARK DISK
 FZ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0537_STAMPING: CHISWELL NO 1 1958
 FZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0537+STABILITY: SURFACE MOTION
 FZ0537
 FZ0537  HISTORY     - Date     Condition        Report By
 FZ0537  HISTORY     - 1958     MONUMENTED       CGS
 FZ0537  HISTORY     - 1959     GOOD             NGS
 FZ0537
 FZ0537                          STATION DESCRIPTION
 FZ0537
 FZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0537'8.8 MI NE FROM WYTHEVILLE.
 FZ0537'47.9 FEET EAST OF CHISWELL DESCRIBED, 77.2 FEET EAST-NORTHEAST
 FZ0537'OF R M 2, AT THE NORTH EDGE OF HILLTOP, AND SET IN TOP OF A
 FZ0537'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0535 ***********************************************************************
 FZ0535  DESIGNATION -  CHISWELL RM 2
 FZ0535  PID         -  FZ0535
 FZ0535  STATE/COUNTY-  VA/WYTHE
 FZ0535  USGS QUAD   -  MAX MEADOWS (1985)
 FZ0535
 FZ0535                         *CURRENT SURVEY CONTROL
 FZ0535  ___________________________________________________________________
 FZ0535* NAD 83(1986)-  36 56 53.     (N)    080 56 22.     (W)     SCALED    
 FZ0535* NAVD 88     -       657.232  (meters)    2156.27   (feet)  ADJUSTED  
 FZ0535  ___________________________________________________________________
 FZ0535  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FZ0535  DYNAMIC HT  -         656.630 (meters)    2154.29  (feet)  COMP
 FZ0535  MODELED GRAV-     979,693.6   (mgal)                       NAVD 88
 FZ0535
 FZ0535  VERT ORDER  -  FIRST     CLASS II
 FZ0535
 FZ0535.The horizontal coordinates were scaled from a topographic map and have
 FZ0535.an estimated accuracy of +/- 6 seconds.
 FZ0535
 FZ0535.The orthometric height was determined by differential leveling
 FZ0535.and adjusted by the National Geodetic Survey in June 1991..
 FZ0535
 FZ0535.The geoid height was determined by GEOID03.
 FZ0535
 FZ0535.The dynamic height is computed by dividing the NAVD 88
 FZ0535.geopotential number by the normal gravity value computed on the
 FZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0535.degrees latitude (g = 980.6199 gals.).
 FZ0535
 FZ0535.The modeled gravity was interpolated from observed gravity values.
 FZ0535
 FZ0535;                    North         East    Units  Estimated Accuracy
 FZ0535;SPC VA S     - 1,071,030.    3,282,740.      MT  (+/- 180 meters Scaled)
 FZ0535
 FZ0535                          SUPERSEDED SURVEY CONTROL
 FZ0535
 FZ0535  NGVD 29 (??/??/92)  657.322  (m)         2156.56   (f) ADJ UNCH    1 2
 FZ0535
 FZ0535.Superseded values are not recommended for survey control.
 FZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0535.See file dsdata.txt to determine how the superseded data were derived.
 FZ0535
 FZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA053891(NAD 83)
 FZ0535_MARKER: DR = REFERENCE MARK DISK
 FZ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0535_STAMPING: CHISWELL NO 2 1958
 FZ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0535+STABILITY: SURFACE MOTION
 FZ0535
 FZ0535  HISTORY     - Date     Condition        Report By
 FZ0535  HISTORY     - 1958     MONUMENTED       CGS
 FZ0535  HISTORY     - 1959     GOOD             NGS
 FZ0535
 FZ0535                          STATION DESCRIPTION
 FZ0535
 FZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0535'8.8 MI NE FROM WYTHEVILLE.
 FZ0535'39.6 FEET SOUTH-SOUTHWEST OF CHISWELL DESCRIBED, 77.2 FEET
 FZ0535'WEST-SOUTHWEST OF R M 1, AT SOUTHWEST EDGE OF TOP OF HILL, ABOUT
 FZ0535'3 FEET BELOW THE STATION MARK, AND SET IN TOP OF A CONCRETE
 FZ0535'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9190 ***********************************************************************
 AA9190  SACS        -  This is a Secondary Airport Control Station.
 AA9190  DESIGNATION -  CHO AP STA B2
 AA9190  PID         -  AA9190
 AA9190  STATE/COUNTY-  VA/ALBEMARLE
 AA9190  USGS QUAD   -  EARLYSVILLE (1984)
 AA9190
 AA9190                         *CURRENT SURVEY CONTROL
 AA9190  ___________________________________________________________________
 AA9190* NAD 83(1993)-  38 08 46.94178(N)    078 26 57.36452(W)     ADJUSTED  
 AA9190* NAVD 88     -       187.96   (meters)     616.7    (feet)  GPS OBS   
 AA9190  ___________________________________________________________________
 AA9190  X           -   1,005,689.410 (meters)                     COMP
 AA9190  Y           -  -4,920,815.083 (meters)                     COMP
 AA9190  Z           -   3,918,329.984 (meters)                     COMP
 AA9190  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA9190  ELLIP HEIGHT-         155.34  (meters)          (05/15/02) GPS OBS
 AA9190  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AA9190
 AA9190  HORZ ORDER  -  FIRST
 AA9190  ELLP ORDER  -  FIFTH     CLASS II
 AA9190
 AA9190.This mark is at Charlottesville-Albemarle Airport (CHO)
 AA9190
 AA9190.The horizontal coordinates were established by GPS observations
 AA9190.and adjusted by the National Geodetic Survey in April 1998..
 AA9190
 AA9190.The orthometric height was determined by GPS observations and a
 AA9190.high-resolution geoid model.
 AA9190
 AA9190.GPS derived orthometric heights for airport stations designated as
 AA9190.PACS or SACS are published to 2 decimal places.  This maintains
 AA9190.centimeter relative accuracy between the PACS and SACS.  It does
 AA9190.not indicate centimeter accuracy relative to other marks which are
 AA9190.part of the NAVD 88 network.
 AA9190
 AA9190.Photographs are available for this station.
 AA9190
 AA9190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9190
 AA9190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9190
 AA9190.The ellipsoidal height was determined by GPS observations
 AA9190.and is referenced to NAD 83.
 AA9190
 AA9190.The geoid height was determined by GEOID03.
 AA9190
 AA9190;                    North         East     Units Scale Factor Converg.
 AA9190;SPC VA S     - 1,201,214.093 3,504,447.220   MT  1.00003774   +0 01 50.8
 AA9190;SPC VA S     - 3,940,983.24 11,497,507.25   sFT  1.00003774   +0 01 50.8
 AA9190;UTM  17      - 4,225,129.887   723,519.274   MT  1.00021535   +1 34 34.2
 AA9190
 AA9190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9190!SPC VA S     -   0.99997563  x   1.00003774  =   1.00001337
 AA9190!UTM  17      -   0.99997563  x   1.00021535  =   1.00019097
 AA9190
 AA9190                          SUPERSEDED SURVEY CONTROL
 AA9190
 AA9190  ELLIP H (04/02/98)  155.34   (m)                       GP(       ) 4 2
 AA9190  NAD 83(1993)-  38 08 46.94178(N)    078 26 57.36452(W) AD(       ) 1
 AA9190  ELLIP H (11/30/95)  155.34   (m)                       GP(       ) 4 2
 AA9190
 AA9190.Superseded values are not recommended for survey control.
 AA9190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9190.See file dsdata.txt to determine how the superseded data were derived.
 AA9190
 AA9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2351925130(NAD 83)
 AA9190_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9190_STAMPING: AP 1961 STA B2
 AA9190_MARK LOGO: CGS   
 AA9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9190+STABILITY: SURFACE MOTION
 AA9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9190+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AA9190
 AA9190  HISTORY     - Date     Condition        Report By
 AA9190  HISTORY     - 1961     MONUMENTED       CGS
 AA9190  HISTORY     - 19940815 GOOD             NGS
 AA9190  HISTORY     - 19941012 GOOD             NGS
 AA9190  HISTORY     - 20001031 GOOD             NGS
 AA9190
 AA9190                          STATION DESCRIPTION
 AA9190
 AA9190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9190'AT THE CHARLOTTESVILLE MUNI AIRPORT.  THE STATION IS LOCATED AT THE
 AA9190'APPROACH END OF RUNWAY 21 AND IS 104.09 FT (31.73 M) WEST, NORTHWEST
 AA9190'OF CL OF RUNWAY, 29.1 FT (8.9 M) WEST, NORTHWEST OF THE WST EDGE OF
 AA9190'RUNWAY, 30.1 FT (9.2 M) NORTHWEST OF WARNING LIGHT WITH RED LIGHT,
 AA9190'125.6 FT (38.3 M) NORTH OF RUNWAY LIGHT.  THE STATION IS A STANDARD
 AA9190'TOPO DISK SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WHICH IS FLUSH
 AA9190'WITH T HE GROUND AND IS STAMPED AP 1961 STA-B 2.
 AA9190
 AA9190                          STATION RECOVERY (1994)
 AA9190
 AA9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9190'LOCATED AT THE CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT ABOUT 40 KM
 AA9190'(24.85 MI) WEST-NORTHWEST OF WAYNESBORO, 24 KM (14.90 MI) WEST OF
 AA9190'GORDONSVILLE, 9.5 KM (5.90 MI) NORTH OF CHARLOTTESVILLE AT THE
 AA9190'CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT NEAR RUNWAY END 21.  THIS IS
 AA9190'A CONTROLLED AIRFIELD AND PERMISSION MUST BE GAINED PRIOR TO OCCUPYING
 AA9190'THE STATION.  OWNERSHIP--CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT
 AA9190'ATHORITY, 201 BOWEN LOOP ROAD, CHARLOTTESVILLE, VA 22901. CONTACT
 AA9190'WILLIAM PAHUTA, AIRPORT OPERATIONS MANAGER.  PHONE (804) 873-8341.
 AA9190' 
 AA9190'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 250 (BYPASS) AND U.S.
 AA9190'HIGHWAY 29 IN THE NORTH PART OF CHARLOTTESVILLE, GO NORTH ALONG U.S.
 AA9190'HIGHWAY 29 FOR 11.7 KM (7.25 MI) TO THE JUNCTION WITH SECONDARY STATE
 AA9190'ROUTE 649.  TURN LEFT AND GO WEST ON S.R.  649 TO A T-JUNCTION WITH
 AA9190'S.R.  606.  TURN RIHGT AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE ROAD
 AA9190'LEADING TO THE TERMINAL ON THE LEFT.  FROM THE GATE SOUTH OF THE AIR
 AA9190'TRAFFIC CONTROL TOWER, PROCEED NORTHWEST ACCROSS THE APRON TO TAXIWAY
 AA9190'A.  TURN RIGHT AND GO NORTH-NORTHEAST 0.5 MI (0.8 KM) TO THE END OF
 AA9190'THE TAXIWAY.  TURN LEFT AND CROSS RUNWAY END 21 TO THE STATION.
 AA9190' 
 AA9190'IT IS 125.6 FT (38.3 M) NORTH OF A RUNWAY LIGHT, 104.1 FT (31.7 M)
 AA9190'WEST-NORTHWEST OF THE CENTERLINE END OF THE RUNWAY, 30.1 FT (9.2 M)
 AA9190'NORTHWEST OF A RUNWAY END IDENTIFICATION LIGHT, AND 29.1 FT (8.9 M)
 AA9190'WEST-NORTHWEST OF THE WEST EDGE OF THE RUNWAY.
 AA9190
 AA9190                          STATION RECOVERY (2000)
 AA9190
 AA9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AA9190'RECOVERED AS DESCRIBED.
 AA9190'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9191 ***********************************************************************
 AA9191  SACS        -  This is a Secondary Airport Control Station.
 AA9191  DESIGNATION -  CHO AP STA C
 AA9191  PID         -  AA9191
 AA9191  STATE/COUNTY-  VA/ALBEMARLE
 AA9191  USGS QUAD   -  EARLYSVILLE (1984)
 AA9191
 AA9191                         *CURRENT SURVEY CONTROL
 AA9191  ___________________________________________________________________
 AA9191* NAD 83(1993)-  38 07 51.98891(N)    078 27 25.66853(W)     ADJUSTED  
 AA9191* NAVD 88     -       194.23   (meters)     637.2    (feet)  GPS OBS   
 AA9191  ___________________________________________________________________
 AA9191  X           -   1,005,224.535 (meters)                     COMP
 AA9191  Y           -  -4,921,983.127 (meters)                     COMP
 AA9191  Z           -   3,917,001.180 (meters)                     COMP
 AA9191  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA9191  ELLIP HEIGHT-         161.62  (meters)          (05/15/02) GPS OBS
 AA9191  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AA9191
 AA9191  HORZ ORDER  -  FIRST
 AA9191  ELLP ORDER  -  FIFTH     CLASS II
 AA9191
 AA9191.This mark is at Charlottesville-Albemarle Airport (CHO)
 AA9191
 AA9191.The horizontal coordinates were established by GPS observations
 AA9191.and adjusted by the National Geodetic Survey in April 1998..
 AA9191
 AA9191.The orthometric height was determined by GPS observations and a
 AA9191.high-resolution geoid model.
 AA9191
 AA9191.GPS derived orthometric heights for airport stations designated as
 AA9191.PACS or SACS are published to 2 decimal places.  This maintains
 AA9191.centimeter relative accuracy between the PACS and SACS.  It does
 AA9191.not indicate centimeter accuracy relative to other marks which are
 AA9191.part of the NAVD 88 network.
 AA9191
 AA9191.Photographs are available for this station.
 AA9191
 AA9191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9191
 AA9191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9191
 AA9191.The ellipsoidal height was determined by GPS observations
 AA9191.and is referenced to NAD 83.
 AA9191
 AA9191.The geoid height was determined by GEOID03.
 AA9191
 AA9191;                    North         East     Units Scale Factor Converg.
 AA9191;SPC VA S     - 1,199,519.324 3,503,758.779   MT  1.00003415   +0 01 33.7
 AA9191;SPC VA S     - 3,935,422.98 11,495,248.59   sFT  1.00003415   +0 01 33.7
 AA9191;UTM  17      - 4,223,416.868   722,876.666   MT  1.00021182   +1 34 14.8
 AA9191
 AA9191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9191!SPC VA S     -   0.99997464  x   1.00003415  =   1.00000879
 AA9191!UTM  17      -   0.99997464  x   1.00021182  =   1.00018646
 AA9191
 AA9191|---------------------------------------------------------------------|
 AA9191| PID    Reference Object                     Distance      Geod. Az  |
 AA9191|                                                           dddmmss.s |
 AA9191| HW3671 AIRPORT G 1                         326.508 METERS 21257     |
 AA9191|---------------------------------------------------------------------|
 AA9191
 AA9191                          SUPERSEDED SURVEY CONTROL
 AA9191
 AA9191  ELLIP H (04/02/98)  161.62   (m)                       GP(       ) 4 2
 AA9191  NAD 83(1993)-  38 07 51.98891(N)    078 27 25.66853(W) AD(       ) 1
 AA9191  ELLIP H (11/30/95)  161.62   (m)                       GP(       ) 4 2
 AA9191
 AA9191.Superseded values are not recommended for survey control.
 AA9191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9191.See file dsdata.txt to determine how the superseded data were derived.
 AA9191
 AA9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2287723417(NAD 83)
 AA9191_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9191_STAMPING: AP 1967 STA C
 AA9191_MARK LOGO: CGS   
 AA9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9191+STABILITY: SURFACE MOTION
 AA9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9191+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AA9191
 AA9191  HISTORY     - Date     Condition        Report By
 AA9191  HISTORY     - 1967     MONUMENTED       CGS
 AA9191  HISTORY     - 19940915 GOOD             NGS
 AA9191  HISTORY     - 19941012 GOOD             NGS
 AA9191  HISTORY     - 20001031 GOOD             NGS
 AA9191
 AA9191                          STATION DESCRIPTION
 AA9191
 AA9191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9191'AT THE CHARLOTTESVILLE-ALBEMARLE AIRPORT.  THE STATION IS LOCATED AT
 AA9191'THE APPROACH END OF RUNWAY 3, 104.09 FT (31.73 M) WEST OF THE RUNWAY
 AA9191'CENTERLINE, 29.2 FT (8.9 M) WEST OF THE SOUTHWEST CORNER OF RUNWAY END
 AA9191'3, 31.5 FT (9.6 M) NORTH OF THE THRESHOLD LIGHT.  THE STATION IS A
 AA9191'STANDARD TOPO DISK SET IN A 10 INCH DIAMETER CONCRETE MONUMENT WHICH
 AA9191'IS FLUSH WITH THE GROUND AND STAMPED AP 1967 STA C.
 AA9191
 AA9191                          STATION RECOVERY (1994)
 AA9191
 AA9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9191'LOCATED AT THE CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT ABOUT 40 KM
 AA9191'(24.85 MI) WEST-NORTHWEST OF WAYNESBORO, 24 KM (14.90 MI) WEST OF
 AA9191'GORDONSVILLE, 9.5 KM (5.90 MI) NORTH OF CHARLOTTESVILLE AT THE
 AA9191'CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT NEAR RUNWAY END 3.  THIS IS A
 AA9191'CONTROLLED AIRFIELD AND PERMISSION MUST BE GAINED PRIOR TO OCCUPYING
 AA9191'THE STATION.  OWNERSHIP--CHARLOTTESVILLE-ALBEMARLE COUNTY AIRPORT
 AA9191'ATHORITY, 201 BOWEN LOOP ROAD, CHARLOTTESVILLE, VA 22901. CONTACT
 AA9191'WILLIAM PAHUTA, AIRPORT OPERATIONS MANAGER.  PHONE (804) 873-8341.
 AA9191' 
 AA9191'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 250 (BYPASS) AND U.S.
 AA9191'HIGHWAY 29 IN THE NORTH PART OF CHARLOTTESVILLE, GO NORTH ALONG U.S.
 AA9191'HIGHWAY 29 FOR 11.7 KM (7.25 MI) TO THE JUNCTION WITH SECONDARY STATE
 AA9191'ROUTE 649.  TURN LEFT AND GO WEST ON S.R.  649 TO A T-JUNCTION WITH
 AA9191'S.R.  606.  TURN RIHGT AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE ROAD
 AA9191'LEADING TO THE TERMINAL ON THE LEFT.  FROM THE GATE SOUTH OF THE AIR
 AA9191'TRAFFIC CONTROL TOWER, PROCEED NORTHWEST ACCROSS THE APRON TO TAXIWAY
 AA9191'A.  TURN LEFT AND GO SOUTH-SOUTHWEST 0.5 MI (0.8 KM) TO THE END OF THE
 AA9191'TAXIWAY.  TURN RIGHT AND CROSS RUNWAY END 3 TO THE STATION.
 AA9191' 
 AA9191'IT IS 104.1 FT (31.7 M) WEST OF THE RUNWAY CENTERLINE, 31.5 FT (9.6 M)
 AA9191'NORTH OF THE THRESHOLD LIGHT, AND 29.2 FT (8.9 M) WEST OF THE
 AA9191'SOUTHWEST CORNER OF RUNWAY END 3.
 AA9191
 AA9191                          STATION RECOVERY (2000)
 AA9191
 AA9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AA9191'RECOVERED AS DESCRIBED.
 AA9191'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4620 ***********************************************************************
 AH4620  SACS        -  This is a Secondary Airport Control Station.
 AH4620  DESIGNATION -  CHO D
 AH4620  PID         -  AH4620
 AH4620  STATE/COUNTY-  VA/ALBEMARLE
 AH4620  USGS QUAD   -  EARLYSVILLE (1984)
 AH4620
 AH4620                         *CURRENT SURVEY CONTROL
 AH4620  ___________________________________________________________________
 AH4620* NAD 83(1993)-  38 07 53.89489(N)    078 27 17.17080(W)     ADJUSTED  
 AH4620* NAVD 88     -       192.46   (meters)     631.4    (feet)  GPS OBS   
 AH4620  ___________________________________________________________________
 AH4620  X           -   1,005,419.768 (meters)                     COMP
 AH4620  Y           -  -4,921,904.784 (meters)                     COMP
 AH4620  Z           -   3,917,046.308 (meters)                     COMP
 AH4620  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AH4620  ELLIP HEIGHT-         159.84  (meters)          (06/20/02) GPS OBS
 AH4620  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AH4620
 AH4620  HORZ ORDER  -  FIRST
 AH4620  ELLP ORDER  -  FOURTH    CLASS I
 AH4620
 AH4620.This mark is at Charlottesville-Albemarle Airport (CHO)
 AH4620
 AH4620.The horizontal coordinates were established by GPS observations
 AH4620.and adjusted by the National Geodetic Survey in October 1998..
 AH4620
 AH4620.The orthometric height was determined by GPS observations and a
 AH4620.high-resolution geoid model.
 AH4620
 AH4620.GPS derived orthometric heights for airport stations designated as
 AH4620.PACS or SACS are published to 2 decimal places.  This maintains
 AH4620.centimeter relative accuracy between the PACS and SACS.  It does
 AH4620.not indicate centimeter accuracy relative to other marks which are
 AH4620.part of the NAVD 88 network.
 AH4620
 AH4620.Photographs are available for this station.
 AH4620
 AH4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4620
 AH4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4620
 AH4620.The ellipsoidal height was determined by GPS observations
 AH4620.and is referenced to NAD 83.
 AH4620
 AH4620.The geoid height was determined by GEOID03.
 AH4620
 AH4620;                    North         East     Units Scale Factor Converg.
 AH4620;SPC VA S     - 1,199,578.190 3,503,965.715   MT  1.00003427   +0 01 38.8
 AH4620;SPC VA S     - 3,935,616.11 11,495,927.52   sFT  1.00003427   +0 01 38.8
 AH4620;UTM  17      - 4,223,481.302   723,081.976   MT  1.00021295   +1 34 20.1
 AH4620
 AH4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4620!SPC VA S     -   0.99997492  x   1.00003427  =   1.00000919
 AH4620!UTM  17      -   0.99997492  x   1.00021295  =   1.00018786
 AH4620
 AH4620:                Primary Azimuth Mark                     Grid Az
 AH4620:SPC VA S     -  AIRPORT G 1                              229 06 00.2
 AH4620:UTM  17      -  AIRPORT G 1                              227 33 18.9
 AH4620
 AH4620|---------------------------------------------------------------------|
 AH4620| PID    Reference Object                     Distance      Geod. Az  |
 AH4620|                                                           dddmmss.s |
 AH4620| HW3671 AIRPORT G 1                         APPROX. 0.5 KM 2290739.0 |
 AH4620|---------------------------------------------------------------------|
 AH4620
 AH4620                          SUPERSEDED SURVEY CONTROL
 AH4620
 AH4620.No superseded survey control is available for this station.
 AH4620
 AH4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2308223481(NAD 83)
 AH4620_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4620_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH4620_STAMPING: CHO D 1997
 AH4620_MARK LOGO: NGS   
 AH4620_PROJECTION: FLUSH
 AH4620_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4620+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AH4620
 AH4620  HISTORY     - Date     Condition        Report By
 AH4620  HISTORY     - 1997     MONUMENTED       NGS
 AH4620  HISTORY     - 20001031 GOOD             NGS
 AH4620
 AH4620                          STATION DESCRIPTION
 AH4620
 AH4620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AH4620'THE STATION IS LOCATED ABOUT 24.8 MI (39.9 KM) WEST-NORTHWEST OF
 AH4620'WAYNESBORO,14.9 MI WEST OF GORNDONVILLE,5.9 MI NORTH OF
 AH4620'CHARLOTTESVILLE AND ON THE SOUTHWEST END OF CHARLOTTESVILLE-ALBEMARLE
 AH4620'AIRPORT,NEAR APPROACH END OF RUNWAY
 AH4620'3.OWNERSHIP--CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY,201 BOWEN
 AH4620'LOOP,CHARLOTTESVILLE,VA.  22901.  CONTACT BRIAN ELLOITT,DIRECTOR OF
 AH4620'AVIATION OR BILL PAUTHA,AIRPORT OPERATIONS MANAGER,AT TELEPHONE NO.
 AH4620'(804) 973-8341.AIRPORT MUST BE CONTACTED 48 HOURS PRIOR ANY WORK TO
 AH4620'OBTAIN ACCESS TO AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 AH4620'U.S.HIGHWAY 29 AND SECONDARY STATE HIGHWAY 649 IN THE NORTHERN PART OF
 AH4620'CHARLOTTESVILLE,GO WEST ON STATE HIGHWAY 649 FOR .8 MI (1.3 KM) TO
 AH4620'SECONDARY STATE HIGHWAY 606.TURN RIGHT AND GO NORTH FOR .15 MI (0.24
 AH4620'KM) TO A ROAD LEFT LEADING TO TERMINAL.TURN LEFT AND FOLLOW ROAD
 AH4620'(BOWEN LOOP) PASS TERMINAL TO PARKING LOT AND GATE ON THE RIGHT.  TURN
 AH4620'RIGHT TO GATE.  FROM THE GATE SOUTH OF THE AIR TRAFFIC CONTROL
 AH4620'TOWER,PROCEED NORTHWEST ACROSS THE RAMP TO TAXIWAY A.TURN LEFT AND GO
 AH4620'SOUTH-SOUTHWEST .4 MI (0.6 KM) TO A CONNECTOR TAXIWAY (B) ON THE RIGHT
 AH4620'AND THE STATION ON THE LEFT.  THE STATION IS A HORIZONTAL CONTROL DISK
 AH4620'SET IN THE NORTHWEST CORNER OF A 6 FT (1.8 M) BY 6 FT (1.8 M) CONCRETE
 AH4620'STORM DRAIN.  THE STATION IS 52.5 FT (16.0 M) EAST OF THE TAXIWAY
 AH4620'CENTERLINE, 106.2 FT (32.4 M) SOUTH OF A RWY/TWY SIGN, 46.5 FT (14.2
 AH4620'M) WEST OF A CHAINLINK FENCE.  THIS STATION HAS BEEN DESIGNATED AS A
 AH4620'SACS.  (ED 1997)
 AH4620
 AH4620                          STATION RECOVERY (2000)
 AH4620
 AH4620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AH4620'RECOVERED AS DESCRIBED.
 AH4620'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4621 ***********************************************************************
 AH4621  SACS        -  This is a Secondary Airport Control Station.
 AH4621  DESIGNATION -  CHO E
 AH4621  PID         -  AH4621
 AH4621  STATE/COUNTY-  VA/ALBEMARLE
 AH4621  USGS QUAD   -  EARLYSVILLE (1984)
 AH4621
 AH4621                         *CURRENT SURVEY CONTROL
 AH4621  ___________________________________________________________________
 AH4621* NAD 83(1993)-  38 08 41.26261(N)    078 26 54.57966(W)     ADJUSTED  
 AH4621* NAVD 88     -       186.51   (meters)     611.9    (feet)  GPS OBS   
 AH4621  ___________________________________________________________________
 AH4621  X           -   1,005,777.278 (meters)                     COMP
 AH4621  Y           -  -4,920,906.355 (meters)                     COMP
 AH4621  Z           -   3,918,191.373 (meters)                     COMP
 AH4621  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AH4621  ELLIP HEIGHT-         153.89  (meters)          (06/20/02) GPS OBS
 AH4621  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AH4621
 AH4621  HORZ ORDER  -  FIRST
 AH4621  ELLP ORDER  -  FOURTH    CLASS I
 AH4621
 AH4621.This mark is at Charlottesville-Albemarle Airport (CHO)
 AH4621
 AH4621.The horizontal coordinates were established by GPS observations
 AH4621.and adjusted by the National Geodetic Survey in October 1998..
 AH4621
 AH4621.The orthometric height was determined by GPS observations and a
 AH4621.high-resolution geoid model.
 AH4621
 AH4621.GPS derived orthometric heights for airport stations designated as
 AH4621.PACS or SACS are published to 2 decimal places.  This maintains
 AH4621.centimeter relative accuracy between the PACS and SACS.  It does
 AH4621.not indicate centimeter accuracy relative to other marks which are
 AH4621.part of the NAVD 88 network.
 AH4621
 AH4621.Photographs are available for this station.
 AH4621
 AH4621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4621
 AH4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4621
 AH4621.The ellipsoidal height was determined by GPS observations
 AH4621.and is referenced to NAD 83.
 AH4621
 AH4621.The geoid height was determined by GEOID03.
 AH4621
 AH4621;                    North         East     Units Scale Factor Converg.
 AH4621;SPC VA S     - 1,201,039.017 3,504,515.127   MT  1.00003737   +0 01 52.5
 AH4621;SPC VA S     - 3,940,408.84 11,497,730.05   sFT  1.00003737   +0 01 52.5
 AH4621;UTM  17      - 4,224,956.675   723,591.891   MT  1.00021575   +1 34 35.7
 AH4621
 AH4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4621!SPC VA S     -   0.99997585  x   1.00003737  =   1.00001322
 AH4621!UTM  17      -   0.99997585  x   1.00021575  =   1.00019160
 AH4621
 AH4621                          SUPERSEDED SURVEY CONTROL
 AH4621
 AH4621.No superseded survey control is available for this station.
 AH4621
 AH4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2359224957(NAD 83)
 AH4621_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4621_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH4621_STAMPING: CHO E 1997
 AH4621_MARK LOGO: NGS   
 AH4621_PROJECTION: FLUSH
 AH4621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4621+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AH4621
 AH4621  HISTORY     - Date     Condition        Report By
 AH4621  HISTORY     - 1997     MONUMENTED       NGS
 AH4621  HISTORY     - 20001031 GOOD             NGS
 AH4621
 AH4621                          STATION DESCRIPTION
 AH4621
 AH4621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AH4621'THE STATION IS LOCATED ABOUT 24.8 MI (39.9 KM) WEST-NORTHWEST OF
 AH4621'WAYNESBORO,14.9 MI WEST OF GORNDONVILLE,5.9 MI NORTH OF
 AH4621'CHARLOTTESVILLE AND ON THE NORTHEAST END OF CHARLOTTESVILLE-ALBEMARLE
 AH4621'AIRPORT,NEAR APPROACH END OF RUNWAY
 AH4621'21.OWNERSHIP--CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY,201 BOWEN
 AH4621'LOOP,CHARLOTTESVILLE,VA.  22901.  CONTACT BRIAN ELLOITT,DIRECTOR OF
 AH4621'AVIATION OR BILL PAUTHA,AIRPORT OPERATIONS MANAGER,AT TELEPHONE NO.
 AH4621'(804) 973-8341.AIRPORT MUST BE CONTACTED 48 HOURS PRIOR ANY WORK TO
 AH4621'OBTAIN ACCESS TO AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 AH4621'U.S.HIGHWAY 29 AND SECONDARY STATE HIGHWAY 649 IN THE NORTHERN PART OF
 AH4621'CHARLOTTESVILLE,GO WEST ON STATE HIGHWAY 649 FOR .8 MI (1.3 KM) TO
 AH4621'SECONDARY STATE HIGHWAY 606.TURN RIGHT AND GO NORTH FOR .15 MI (0.24
 AH4621'KM) TO A ROAD LEFT LEADING TO TERMINAL.TURN LEFT AND FOLLOW ROAD
 AH4621'(BOWEN LOOP) PASS TERMINAL TO PARKING LOT AND GATE ON THE RIGHT.  TURN
 AH4621'RIGHT TO GATE.  FROM THE GATE SOUTH OF THE AIR TRAFFIC CONTROL
 AH4621'TOWER,PROCEED NORTHWEST ACROSS THE RAMP TO TAXIWAY A.TURN RIGHT AND GO
 AH4621'NORTH-NORTHEAST .5 MI (0.8 KM) TO A RUNUP RAMP ON THE LEFT AND THE
 AH4621'STATION ON THE LEFT.  THE STATION IS A HORIZONTAL CONTROL DISK SET IN
 AH4621'THE SOUTHWEST SIDE OF A 6 FT (1.8 M) DIAMETER CONCRETE STORM DRAIN.
 AH4621'THE STATION IS 81.7 FT (24.9 M) WEST OF THE TAXIWAY CENTERLINE, 146.7
 AH4621'FT (44.7 M) SOUTHWEST OF A SEWER TOP ON RUNUP RAMP, 117.6 FT (35.8 M)
 AH4621'SOUTH OF THE EDGE OF RUNUP RAMP, 81.4 FT (24.8 M) NORTHWEST OF THE
 AH4621'NORTHWEST CORNER OF A ELECTRICAL CONTROL BOX.  THIS STATION HAS BEEN
 AH4621'DESIGNATED AS A SACS.  (ED 1997)
 AH4621
 AH4621                          STATION RECOVERY (2000)
 AH4621
 AH4621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AH4621'RECOVERED AS DESCRIBED.
 AH4621'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5092 ***********************************************************************
 HV5092  DESIGNATION -  CHOPAWAMSIC
 HV5092  PID         -  HV5092
 HV5092  STATE/COUNTY-  VA/STAFFORD
 HV5092  USGS QUAD   -  JOPLIN (1971)
 HV5092
 HV5092                         *CURRENT SURVEY CONTROL
 HV5092  ___________________________________________________________________
 HV5092* NAD 83(1993)-  38 31 43.43357(N)    077 26 02.78806(W)     ADJUSTED  
 HV5092* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 HV5092  ___________________________________________________________________
 HV5092  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HV5092  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV5092
 HV5092  HORZ ORDER  -  SECOND
 HV5092
 HV5092.The horizontal coordinates were established by classical geodetic methods
 HV5092.and adjusted by the National Geodetic Survey in November 1994..
 HV5092
 HV5092.The orthometric height was scaled from a topographic map.
 HV5092
 HV5092.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5092
 HV5092.The geoid height was determined by GEOID03.
 HV5092
 HV5092;                    North         East     Units Scale Factor Converg.
 HV5092;SPC VA N     - 2,096,227.165 3,592,937.004   MT  0.99994958   +0 39 54.9
 HV5092;SPC VA N     - 6,877,371.96 11,787,827.49   sFT  0.99994958   +0 39 54.9
 HV5092;UTM  18      - 4,267,289.935   287,820.876   MT  1.00015444   -1 31 00.4
 HV5092
 HV5092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5092!SPC VA N     -   0.99998815  x   0.99994958  =   0.99993773
 HV5092!UTM  18      -   0.99998815  x   1.00015444  =   1.00014259
 HV5092
 HV5092|---------------------------------------------------------------------|
 HV5092| PID    Reference Object                     Distance      Geod. Az  |
 HV5092|                                                           dddmmss.s |
 HV5092| DC6131 CHOPAWAMSIC RM 1                     21.137 METERS 08004     |
 HV5092| DC6132 CHOPAWAMSIC RM 2                     34.686 METERS 25140     |
 HV5092| DC6130 CHOPAWAMSIC AZ MK                                  3005715.4 |
 HV5092|---------------------------------------------------------------------|
 HV5092
 HV5092                          SUPERSEDED SURVEY CONTROL
 HV5092
 HV5092  NAD 83(1993)-  38 31 43.43320(N)    077 26 02.79974(W) AD(       ) 2
 HV5092  NAD 83(1986)-  38 31 43.43414(N)    077 26 02.80118(W) AD(       ) 2
 HV5092  NAD 27      -  38 31 42.99741(N)    077 26 03.85892(W) AD(       ) 2
 HV5092
 HV5092.Superseded values are not recommended for survey control.
 HV5092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5092.See file dsdata.txt to determine how the superseded data were derived.
 HV5092
 HV5092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8782167290(NAD 83)
 HV5092_MARKER: DS = TRIANGULATION STATION DISK
 HV5092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5092
 HV5092  HISTORY     - Date     Condition        Report By
 HV5092  HISTORY     - 1942     MONUMENTED       CGS
 HV5092  HISTORY     - 1969     MARK NOT FOUND   USA
 HV5092
 HV5092                          STATION DESCRIPTION
 HV5092
 HV5092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 HV5092'THE STATION IS LOCATED ABOUT 6 MILES NW OF TRIANGLE ON THE GROUNDS
 HV5092'OF THE QUANTICO MILITARY RESERVATION, JUST W OF THE ABANDONED
 HV5092'VILLAGE OF CHOPAWAMSIC.  IT IS 70 FEET W OF THE N GABLE OF AN
 HV5092'OLD ABANDONED STORE BUILDING, 54 FEET W OF THE NW CORNER OF THE
 HV5092'BUILDING, 75 FEET N OF THE CENTER LINE OF COUNTY HIGHWAY 611 AND
 HV5092'114 FEET NE OF A WHITE REFERENCE POST.  THE MARK IS STAMPED
 HV5092'CHOPAWAMSIC 1942 AND IS SET FLUSH WITH THE GROUND.
 HV5092'
 HV5092'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5092'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5092'
 HV5092'REFERENCE MARK NO. 1 IS E OF THE STATION, 24 FEET N OF THE NW
 HV5092'CORNER OF THE STORE BUILDING.  IT IS STAMPED CHOPAWAMSIC NO. 1 1942
 HV5092'AND PROJECTS ABOUT 10 INCHES.
 HV5092'
 HV5092'REFERENCE MARK NO. 2 IS SW OF THE STATION, 18 FEET N OF THE
 HV5092'CENTER LINE OF THE HIGHWAY AND 3 FEET N OF A WHITE REFERENCE POST.
 HV5092'IT IS STAMPED CHOPAWAMSIC NO. 2 1942 AND PROJECTS ABOUT 6
 HV5092'INCHES.
 HV5092'
 HV5092'THE AZIMUTH MARK IS NW OF THE STATION, 18 FEET W OF THE CENTER
 HV5092'LINE OF COUNTY HIGHWAY 611 AND 5 FEET W OF A WHITE REFERENCE POST.
 HV5092'IT IS STAMPED CHOPAWAMSIC 1942 AND PROJECTS ABOUT 6 INCHES.
 HV5092'
 HV5092'TO REACH THE STATION FROM THE POST OFFICE IN TRIANGLE, GO S
 HV5092'ON U.S. HIGHWAY 1 FOR 3.4 MILES TO THE JUNCTION WITH COUNTY
 HV5092'HIGHWAY 611, TURN RIGHT ON 611 AND GO 3.5 MILES TO A FORKS,
 HV5092'TAKE LEFT FORK (611) AND GO 0.7 MILE TO OLD STORE BUILDING ON THE
 HV5092'RIGHT AND STATION.  FROM THE STATION GO W 0.25 MILE TO THE
 HV5092'AZIMUTH MARK ON THE LEFT.
 HV5092'
 HV5092'A 90-FOOT SIGNAL AT JOPLIN IS VISIBLE AT 70 FEET.
 HV5092'
 HV5092'A 103-FOOT SIGNAL AT MOUNTS IS VISIBLE AT 70 FEET.
 HV5092'
 HV5092'A 90-FOOT SIGNAL AT LONG IS VISIBLE AT 70 FEET.
 HV5092'
 HV5092'A 90-FOOT SIGNAL AT SHACKLET IS VISIBLE AT 70 FEET.
 HV5092'
 HV5092'A 90-FOOT SIGNAL AT DAVID IS VISIBLE FROM THE GROUND.
 HV5092'
 HV5092'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5092
 HV5092                          STATION RECOVERY (1969)
 HV5092
 HV5092'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5092'STATION MARK AND R.M. 2 HAVE BEEN DESTROYED DUE TO ROAD
 HV5092'CONSTRUCTION.  R.M. 1 WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0037 ***********************************************************************
 GW0037  DESIGNATION -  CHOPT
 GW0037  PID         -  GW0037
 GW0037  STATE/COUNTY-  VA/LOUISA
 GW0037  USGS QUAD   -  ZION CROSSROADS (1987)
 GW0037
 GW0037                         *CURRENT SURVEY CONTROL
 GW0037  ___________________________________________________________________
 GW0037* NAD 83(1993)-  37 57 14.22254(N)    078 09 48.96426(W)     ADJUSTED  
 GW0037* NAVD 88     -       159.703  (meters)     523.96   (feet)  ADJUSTED  
 GW0037  ___________________________________________________________________
 GW0037  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 GW0037  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0037  DYNAMIC HT  -         159.594 (meters)     523.60  (feet)  COMP
 GW0037  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 GW0037
 GW0037  HORZ ORDER  -  THIRD
 GW0037  VERT ORDER  -  SECOND    CLASS 0
 GW0037
 GW0037.The horizontal coordinates were established by classical geodetic methods
 GW0037.and adjusted by the National Geodetic Survey in November 1994..
 GW0037
 GW0037.The orthometric height was determined by differential leveling
 GW0037.and adjusted by the National Geodetic Survey in June 1991..
 GW0037
 GW0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0037
 GW0037.The geoid height was determined by GEOID03.
 GW0037
 GW0037.The dynamic height is computed by dividing the NAVD 88
 GW0037.geopotential number by the normal gravity value computed on the
 GW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0037.degrees latitude (g = 980.6199 gals.).
 GW0037
 GW0037.The modeled gravity was interpolated from observed gravity values.
 GW0037
 GW0037;                    North         East     Units Scale Factor Converg.
 GW0037;SPC VA S     - 1,179,906.868 3,529,565.072   MT  0.99999770   +0 12 15.0
 GW0037;SPC VA S     - 3,871,077.78 11,579,914.74   sFT  0.99999770   +0 12 15.0
 GW0037;UTM  17      - 4,204,501.316   749,208.896   MT  1.00036498   +1 44 43.3
 GW0037
 GW0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0037!SPC VA S     -   0.99998001  x   0.99999770  =   0.99997771
 GW0037!UTM  17      -   0.99998001  x   1.00036498  =   1.00034499
 GW0037
 GW0037|---------------------------------------------------------------------|
 GW0037| PID    Reference Object                     Distance      Geod. Az  |
 GW0037|                                                           dddmmss.s |
 GW0037| GW0038 CHOPT RM 1                           24.506 METERS 11354     |
 GW0037| GW0039 CHOPT RM 2                           20.832 METERS 23305     |
 GW0037| DC5241 CHOPT AZ MK                                        2463617.0 |
 GW0037|---------------------------------------------------------------------|
 GW0037
 GW0037                          SUPERSEDED SURVEY CONTROL
 GW0037
 GW0037  NAD 83(1986)-  37 57 14.22984(N)    078 09 48.97492(W) AD(       ) 3
 GW0037  NAD 27      -  37 57 13.72160(N)    078 09 49.96260(W) AD(       ) 3
 GW0037  NGVD 29 (??/??/92)  159.957  (m)          524.79   (f) ADJ UNCH    2 0
 GW0037
 GW0037.Superseded values are not recommended for survey control.
 GW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0037.See file dsdata.txt to determine how the superseded data were derived.
 GW0037
 GW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC4920904501(NAD 83)
 GW0037_MARKER: DS = TRIANGULATION STATION DISK
 GW0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0037_STAMPING: CHOPT 1958
 GW0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0037+STABILITY: SURFACE MOTION
 GW0037
 GW0037  HISTORY     - Date     Condition        Report By
 GW0037  HISTORY     - 1958     MONUMENTED       CGS
 GW0037  HISTORY     - 1958     GOOD             CGS
 GW0037  HISTORY     - 1966     GOOD             CGS
 GW0037  HISTORY     - 1966     GOOD             NGS
 GW0037  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0037  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0037
 GW0037                          STATION DESCRIPTION
 GW0037
 GW0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW0037'THE STATION IS LOCATED ABOUT 19 MILES EAST SOUTHEAST OF
 GW0037'CHARLOTTESVILLE, 9 MILES SOUTH SOUTHWEST OF LOUISA, 3 MILES
 GW0037'EAST SOUTHEAST OF ZION CROSSROADS AND ON THE PROPERTY OF MR.
 GW0037'RAY FOSTER.  IT IS 45 PACES NORTHWEST OF A LARGE WHITE HOUSE,
 GW0037'49 FEET NORTHEAST OF NORTHEAST CORNER OF A GARAGE, 25 FEET
 GW0037'SOUTHWEST OF THE NORTHWEST CORNER OF CHICKEN HOUSE, 23 FEET
 GW0037'NORTH NORTHEAST OF THE NORTHEAST CORNER OF CHICKEN HOUSE.
 GW0037'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 GW0037'CHOPT 1958.
 GW0037'
 GW0037'REFERENCE MARK NO. 1 IS 81 FEET NORTH OF A BRICK CHIMNEY ON
 GW0037'THE WEST SIDE OF HOUSE, 57 FEET NORTH NORTHWEST OF THE NORTHWEST
 GW0037'CORNER OF HOUSE, 20 FEET WEST OF THE SOUTH ONE OF TWO PEAR
 GW0037'TREES AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GW0037'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 GW0037'CHOPT NO 1 1958.
 GW0037'
 GW0037'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF THE NORTHWEST
 GW0037'CORNER OF GARAGE AND IS ABOUT 2 FEET LOWER IN ELEVATION
 GW0037'THAN THE STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES
 GW0037'AND THE DISK IS STAMPED CHOPT NO 2 1958.
 GW0037'
 GW0037'AZIMUTH MARK IS 26 FEET EAST SOUTHEAST OF THE CENTER LINE
 GW0037'OF COUNTY ROUTE 607, 8 FEET NORTH OF A TELEPHONE POLE AND
 GW0037'2 FEET NORTH NORTHEAST OF A METAL WITNESS POST.  THE MARK
 GW0037'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHOPT 1958.
 GW0037'
 GW0037'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 250 AND 15
 GW0037'AT ZION CROSSROADS, GO EASTERLY ON U.S. HIGHWAY 250 FOR 3.0
 GW0037'MILES TO CROSSROADS.  TURN LEFT AND GO NORTHEASTERLY ON
 GW0037'COUNTY ROUTE 607 FOR 0.05 MILE TO FORK, TAKE RIGHT FORK
 GW0037'AND GO NORTHEASTERLY ON FARM ROAD FOR 0.1 MILE TO FARM YARD
 GW0037'AND STATION IN THE NORTHWEST CORNER OF FARM YARD.
 GW0037'
 GW0037'TO REACH THE AZIMUTH MARK GO SOUTHWESTERLY FOR 0.15 MILE TO
 GW0037'THE INTERSECTION OF U.S. HIGHWAY 250, CONTINUE STRAIGHT
 GW0037'AHEAD CROSSING U.S. HIGHWAY 250 ON COUNTY ROUTE 607 FOR
 GW0037'0.35 MILE TO AZIMUTH MARK ON THE LEFT OR EAST SIDE OF ROAD.
 GW0037'
 GW0037'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GW0037
 GW0037                          STATION RECOVERY (1958)
 GW0037
 GW0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GW0037'3.2 MI SE FROM ZION CROSS ROADS.
 GW0037'3.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM ZION CROSS ROADS,
 GW0037'THENCE NORTHEAST ON COUNTY ROAD 607 FOR 0.05 MILE, THENCE RIGHT
 GW0037'FORK AND GO 0.1 MILE TO THE FARM YARD OF MR. RAY FOSTER.  THE MARK
 GW0037'IS 45 PACES NORTH WEST OF A LARGE WHITE HOUSE, 49 FEET NORTHEAST
 GW0037'OF THE NORTHEAST CORNER OF A GARAGE, 25 FEET SOUTHWEST OF THE
 GW0037'NORTHWEST CORNER OF A CHICKEN HOUSE AND 23 FEET NORTH NORTHEAST
 GW0037'OF THE NORTHEAST CORNER OF THE CHICKEN HOUSE.  SET IN A CONCRETE
 GW0037'POST PROJECTING 4 INCHES.
 GW0037
 GW0037                          STATION RECOVERY (1966)
 GW0037
 GW0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GW0037'STATION WAS RECOVERED AND ALL MARKS WERE FOUND
 GW0037'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GW0037'EXCEPT THE CHICKEN HOUSE IN THE VICINITY OF THE STATION
 GW0037'HAS BEEN REMOVED.
 GW0037
 GW0037                          STATION RECOVERY (1966)
 GW0037
 GW0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0037'RECOVERED IN GOOD CONDITION.
 GW0037
 GW0037                          STATION RECOVERY (1998)
 GW0037
 GW0037'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0037'MARK NOT FOUND.
 GW0037
 GW0037                          STATION RECOVERY (2002)
 GW0037
 GW0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0038 ***********************************************************************
 GW0038  DESIGNATION -  CHOPT RM 1
 GW0038  PID         -  GW0038
 GW0038  STATE/COUNTY-  VA/LOUISA
 GW0038  USGS QUAD   -  ZION CROSSROADS (1987)
 GW0038
 GW0038                         *CURRENT SURVEY CONTROL
 GW0038  ___________________________________________________________________
 GW0038* NAD 83(1986)-  37 57 14.     (N)    078 09 48.     (W)     SCALED    
 GW0038* NAVD 88     -       159.970  (meters)     524.83   (feet)  ADJUSTED  
 GW0038  ___________________________________________________________________
 GW0038  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0038  DYNAMIC HT  -         159.861 (meters)     524.48  (feet)  COMP
 GW0038  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 GW0038
 GW0038  VERT ORDER  -  SECOND    CLASS 0
 GW0038
 GW0038.The horizontal coordinates were scaled from a topographic map and have
 GW0038.an estimated accuracy of +/- 6 seconds.
 GW0038
 GW0038.The orthometric height was determined by differential leveling
 GW0038.and adjusted by the National Geodetic Survey in June 1991..
 GW0038
 GW0038.The geoid height was determined by GEOID03.
 GW0038
 GW0038.The dynamic height is computed by dividing the NAVD 88
 GW0038.geopotential number by the normal gravity value computed on the
 GW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0038.degrees latitude (g = 980.6199 gals.).
 GW0038
 GW0038.The modeled gravity was interpolated from observed gravity values.
 GW0038
 GW0038;                    North         East    Units  Estimated Accuracy
 GW0038;SPC VA S     - 1,179,900.    3,529,590.      MT  (+/- 180 meters Scaled)
 GW0038
 GW0038                          SUPERSEDED SURVEY CONTROL
 GW0038
 GW0038  NGVD 29 (??/??/92)  160.223  (m)          525.66   (f) ADJ UNCH    2 0
 GW0038
 GW0038.Superseded values are not recommended for survey control.
 GW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0038.See file dsdata.txt to determine how the superseded data were derived.
 GW0038
 GW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC492044(NAD 83)
 GW0038_MARKER: DR = REFERENCE MARK DISK
 GW0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0038_STAMPING: CHOPT NO 1 1958
 GW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0038+STABILITY: SURFACE MOTION
 GW0038
 GW0038  HISTORY     - Date     Condition        Report By
 GW0038  HISTORY     - 1958     MONUMENTED       CGS
 GW0038  HISTORY     - 1966     GOOD             NGS
 GW0038  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0038  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0038
 GW0038                          STATION DESCRIPTION
 GW0038
 GW0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0038'3.2 MI SE FROM ZION CROSS ROADS.
 GW0038'3.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM ZION CROSS ROADS,
 GW0038'THENCE NORTHEAST ON COUNTY ROAD 607 FOR 0.05 MILE, THENCE RIGHT
 GW0038'FORK AND GO 0.1 MILE TO FARM YARD, 81 FEET NORTH OF BRICK CHIMNEY
 GW0038'ON WEST SIDE OF THE FARM HOUSE, 57 FEET WEST NORTHWEST OF THE
 GW0038'NORTHWEST CORNER OF HOUSE AND 20 FEET WEST OF THE SOUTH ONE OF
 GW0038'2 PEAR TREES.  SET IN A CONCRETE POST PROJECTING 6 INCHES.
 GW0038
 GW0038                          STATION RECOVERY (1966)
 GW0038
 GW0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0038'RECOVERED IN GOOD CONDITION.
 GW0038
 GW0038                          STATION RECOVERY (1998)
 GW0038
 GW0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0038'MARK NOT FOUND.
 GW0038
 GW0038                          STATION RECOVERY (2002)
 GW0038
 GW0038'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0039 ***********************************************************************
 GW0039  DESIGNATION -  CHOPT RM 2
 GW0039  PID         -  GW0039
 GW0039  STATE/COUNTY-  VA/LOUISA
 GW0039  USGS QUAD   -  ZION CROSSROADS (1987)
 GW0039
 GW0039                         *CURRENT SURVEY CONTROL
 GW0039  ___________________________________________________________________
 GW0039* NAD 83(1986)-  37 57 14.     (N)    078 09 48.     (W)     SCALED    
 GW0039* NAVD 88     -       159.557  (meters)     523.48   (feet)  ADJUSTED  
 GW0039  ___________________________________________________________________
 GW0039  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW0039  DYNAMIC HT  -         159.448 (meters)     523.12  (feet)  COMP
 GW0039  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 GW0039
 GW0039  VERT ORDER  -  SECOND    CLASS 0
 GW0039
 GW0039.The horizontal coordinates were scaled from a topographic map and have
 GW0039.an estimated accuracy of +/- 6 seconds.
 GW0039
 GW0039.The orthometric height was determined by differential leveling
 GW0039.and adjusted by the National Geodetic Survey in June 1991..
 GW0039
 GW0039.The geoid height was determined by GEOID03.
 GW0039
 GW0039.The dynamic height is computed by dividing the NAVD 88
 GW0039.geopotential number by the normal gravity value computed on the
 GW0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0039.degrees latitude (g = 980.6199 gals.).
 GW0039
 GW0039.The modeled gravity was interpolated from observed gravity values.
 GW0039
 GW0039;                    North         East    Units  Estimated Accuracy
 GW0039;SPC VA S     - 1,179,900.    3,529,590.      MT  (+/- 180 meters Scaled)
 GW0039
 GW0039                          SUPERSEDED SURVEY CONTROL
 GW0039
 GW0039  NGVD 29 (??/??/92)  159.811  (m)          524.31   (f) ADJ UNCH    2 0
 GW0039
 GW0039.Superseded values are not recommended for survey control.
 GW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0039.See file dsdata.txt to determine how the superseded data were derived.
 GW0039
 GW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC492044(NAD 83)
 GW0039_MARKER: DR = REFERENCE MARK DISK
 GW0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0039_STAMPING: CHOPT NO 2 1958
 GW0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0039+STABILITY: SURFACE MOTION
 GW0039
 GW0039  HISTORY     - Date     Condition        Report By
 GW0039  HISTORY     - 1958     MONUMENTED       CGS
 GW0039  HISTORY     - 1966     GOOD             NGS
 GW0039  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0039  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0039
 GW0039                          STATION DESCRIPTION
 GW0039
 GW0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0039'3.2 MI SE FROM ZION CROSS ROADS.
 GW0039'3.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM ZION CROSS ROADS,
 GW0039'THENCE NORTHEAST ON COUNTY ROAD 607 FOR 0.05 MILE, THENCE RIGHT
 GW0039'FORK AND GO 0.1 MILE TO FARM YARD, 68.3 FEET SOUTHWEST OF THE
 GW0039'STATION AND 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE.
 GW0039'SET IN A CONCRETE POST PROJECTING 6 INCHES.
 GW0039
 GW0039                          STATION RECOVERY (1966)
 GW0039
 GW0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0039'RECOVERED IN GOOD CONDITION.
 GW0039
 GW0039                          STATION RECOVERY (1998)
 GW0039
 GW0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0039'MARK NOT FOUND.
 GW0039
 GW0039                          STATION RECOVERY (2002)
 GW0039
 GW0039'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5314 ***********************************************************************
 GV5314  DESIGNATION -  CHRISTIAN
 GV5314  PID         -  GV5314
 GV5314  STATE/COUNTY-  VA/CHARLES CITY
 GV5314  USGS QUAD   -  CHARLES CITY (1987)
 GV5314
 GV5314                         *CURRENT SURVEY CONTROL
 GV5314  ___________________________________________________________________
 GV5314* NAD 83(1993)-  37 18 12.38269(N)    077 01 58.85018(W)     ADJUSTED  
 GV5314* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV5314  ___________________________________________________________________
 GV5314  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 GV5314  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV5314
 GV5314  HORZ ORDER  -  THIRD
 GV5314
 GV5314.The horizontal coordinates were established by classical geodetic methods
 GV5314.and adjusted by the National Geodetic Survey in September 1995..
 GV5314
 GV5314.The orthometric height was scaled from a topographic map.
 GV5314
 GV5314.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5314
 GV5314.The geoid height was determined by GEOID03.
 GV5314
 GV5314;                    North         East     Units Scale Factor Converg.
 GV5314;SPC VA S     - 1,108,667.570 3,630,045.905   MT  0.99994602   +0 53 25.3
 GV5314;SPC VA S     - 3,637,353.52 11,909,575.61   sFT  0.99994602   +0 53 25.3
 GV5314;UTM  18      - 4,130,472.508   319,821.635   MT  0.99999992   -1 13 56.7
 GV5314
 GV5314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5314!SPC VA S     -   1.00000463  x   0.99994602  =   0.99995065
 GV5314!UTM  18      -   1.00000463  x   0.99999992  =   1.00000455
 GV5314
 GV5314|---------------------------------------------------------------------|
 GV5314| PID    Reference Object                     Distance      Geod. Az  |
 GV5314|                                                           dddmmss.s |
 GV5314| DC5242 CHRISTIAN RM 1                       23.920 METERS 05154     |
 GV5314| GV5337 STURGEON POINT SQUARE STACK         APPROX. 2.5 KM 0793959.9 |
 GV5314| GV5336 STURGEON POINT LIGHT                APPROX. 2.4 KM 0801152.7 |
 GV5314| GV5312 BRIAR                               APPROX. 1.4 KM 1292139.3 |
 GV5314| GV5340 UPPER BRANDON HOUSE ON WHARF        APPROX. 1.6 KM 1835822.2 |
 GV5314| DC5243 CHRISTIAN RM 2                       24.510 METERS 32147     |
 GV5314|---------------------------------------------------------------------|
 GV5314
 GV5314                          SUPERSEDED SURVEY CONTROL
 GV5314
 GV5314  NAD 83(1993)-  37 18 12.38426(N)    077 01 58.85145(W) AD(       ) 3
 GV5314  NAD 83(1986)-  37 18 12.38661(N)    077 01 58.86874(W) AD(       ) 3
 GV5314  NAD 27      -  37 18 11.85400(N)    077 01 59.98500(W) AD(       ) 3
 GV5314
 GV5314.Superseded values are not recommended for survey control.
 GV5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5314.See file dsdata.txt to determine how the superseded data were derived.
 GV5314
 GV5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1982230473(NAD 83)
 GV5314_MARKER: N = NAIL
 GV5314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5314_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5314
 GV5314  HISTORY     - Date     Condition        Report By
 GV5314  HISTORY     - 1871     MONUMENTED       CGS
 GV5314  HISTORY     - 1871     SEE DESCRIPTION  CGS
 GV5314  HISTORY     - 1910     GOOD             CGS
 GV5314  HISTORY     - 1938     GOOD             CGS
 GV5314  HISTORY     - 1942     GOOD             CGS
 GV5314  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5314  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5314
 GV5314                          STATION DESCRIPTION
 GV5314
 GV5314'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 GV5314'STATION CHRISTIAN IS IN THE SOUTHWEST CORNER OF THE ESTATE
 GV5314'KNOWN AS MILTON WHICH BELONGS AT THIS TIME TO THE HEIRS OF
 GV5314'MR. CHRISTIAN, DECEASED.  IT IS ON THE NORTH SIDE OF JAMES
 GV5314'RIVER ON THE FIRST HIGH LAND BELOW THE MOUTH OF KILTIEWAN
 GV5314'CREEK.  APPROACH IN BOAT.  LAND IMMEDIATELY BELOW THE WATER
 GV5314'FENCE.  ASCEND THE HILL, ON THE HIGHEST PART OF WHICH THE
 GV5314'SIGNAL WAS ERECTED.
 GV5314'
 GV5314'THE FOLLOWING MEASUREMENTS, ETC., WERE TAKEN--TO PERSIMMON
 GV5314'TREE, 1 FOOT IN DIAMETER, STANDING ABOUT EAST FROM THE
 GV5314'STATION AND MARKING WITH A TRIANGLE 2 FEET 10 INCHES ABOVE
 GV5314'GROUND, 93 FEET.  TO WALNUT TREE 2 FEET IN DIAMETER STANDING
 GV5314'ABOUT SOUTH OF THE STATION AND MARKING WITH TRIANGLE 2-1/2
 GV5314'FEET ABOVE GROUND, 69-1/2 FEET.  TO LARGE, LONE PINE 2 FEET
 GV5314'2 INCHES IN DIAMETER STANDING ABOUT WEST OF THE STATION AND
 GV5314'MARKING WITH A TRIANGLE 2-1/2 FEET FROM GROUND, 108-3/4 FEET.
 GV5314'THIS PINE IS THE THIRD POINT, CALLED FLAGIN-TREE AT CHRISTIAN
 GV5314'STATION.
 GV5314'
 GV5314'A THOROUGH SEARCH WAS MADE FOR THIS STATION.  FOUND NONE OF THE
 GV5314'OLD STATION MARKS EXCEPT A 1 FOOT PERSIMMON TREE HAVING A
 GV5314'SCAR THAT MAY HAVE BEEN A BLAZE.  MEASURED DISTANCE AND DUG
 GV5314'FOR STATION, FOUND WELL-SHAPED CEDAR STUB.
 GV5314
 GV5314                          STATION RECOVERY (1910)
 GV5314
 GV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5314'STATION CHRISTIAN IS IN THE SOUTHWEST CORNER OF THE MILTON
 GV5314'ESTATE.  IT IS ON THE NORTH SIDE OF THE JAMES RIVER ON THE
 GV5314'FIRST HIGH GROUND BELOW THE MOUTH OF KITTIWAN CREEK.  WHEN
 GV5314'FOUND THE STATION WAS MARKED BY MEANS OF A CEDAR STUB.  IT
 GV5314'WAS RE-MARKED BY A DRAIN TILE, WITH A 2-INCH IRON PIPE INSIDE
 GV5314'AND A 30D WIRE NAIL, SET IN AND FILLED WITH CEMENT.  NEW
 GV5314'REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 GV5314'
 GV5314'REFERENCE MARK NO. 1 IS A TRIANGLE CUT IN A HICKORY TREE ABOUT
 GV5314'10 INCHES IN DIAMETER.  IT IS 3.83 METERS NORTH 50 DEG WEST
 GV5314'FROM CHRISTIAN.  REFERENCE MARK NO. 2 IS A TRIANGLE WITH
 GV5314'NAIL IN THE CENTER CUT ABOUT 3-1/2 FEET FROM THE GROUND IN A
 GV5314'7-INCH HICKORY.  DISTANT 14.77 METERS SOUTH 89 DEG EAST.
 GV5314'REFERENCE MARK NO. 3, A TRIANGLE CUT ABOUT 3-1/2 FEET ABOVE
 GV5314'THE GROUND IN A 16-INCH RED OAK.  IT IS 16.65 METERS SOUTH
 GV5314'FROM STATION CHRISTIAN AND STANDS ABOUT 3 METERS FROM EDGE
 GV5314'OF BLUFF.
 GV5314
 GV5314                          STATION RECOVERY (1938)
 GV5314
 GV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5314'THE FOLLOWING IS A COMPLETE REVISED DESCRIPTION OF THIS
 GV5314'STATION, USING ALL PERTINENT FACTS FROM THE ORIGINAL DESCRIPTION
 GV5314'AND RECOVERY NOTES.
 GV5314'
 GV5314'STATION IS ON THE NORTH SHORE OF THE JAMES RIVER, IN THE
 GV5314'SOUTHWEST CORNER OF THE OLD MILTON ESTATE, ON THE FIRST
 GV5314'HIGH GROUND BELOW (NORTHEAST) THE MOUTH OF KITTEWAN CREEK.
 GV5314'IT IS ON TOP OF AND 20 METERS BACK FROM THE EDGE OF A
 GV5314'35-FOOT BLUFF, THAT IS HEAVILY WOODED WITH 60-FOOT TREES,
 GV5314'MOSTLY DECIDUOUS.  THE MARK IS 1.85 METERS FROM THE TALLEST
 GV5314'CEDAR TREE ON THE BLUFF, 14.7 METERS WEST OF A TREE WITH OLD
 GV5314'TRIANGULAR BLAZE AND 16.6 METERS FROM A LARGE OAK WITH
 GV5314'TRIANGULAR BLAZE THAT STANDS AT THE EDGE OF THE BLUFF.  THE MARK
 GV5314'IS 27 METERS FROM THE EDGE OF THE BLUFF AT A POINT
 GV5314'DIRECTLY ABOVE AN 18-INCH DIAMETER OAK TREE THAT IS
 GV5314'GROWING ON THE SLOPE OF THE BLUFF ABOUT MIDWAY BETWEEN
 GV5314'THE WATER AND THE TOP OF THE BLUFF.  DOWNSTREAM FROM
 GV5314'THIS OAK TREE THE BLUFF IS SHEER AND BARE.  UPSTREAM IT
 GV5314'IS SLOPING AND WOODED.  THE UPSTREAM END OF THE BLUFF IS
 GV5314'ABOUT 100 METERS ABOVE THIS TREE, AND A FAINT TRAIL
 GV5314'LEADS UP ITS WESTERLY SLOPE FROM THE REMAINS OF A SMALL
 GV5314'BOAT WHARF IN A TINY BIGHT AT THE POINT OF THE BLUFF.
 GV5314'THE STATION IS MARKED WITH A NAIL CENTERED IN CONCRETE IN A
 GV5314'2-INCH IRON PIPE WHICH IS CENTERED AND CEMENTED IN A 4-INCH
 GV5314'DRAIN TILE, WHICH IN TURN IS SET IN A MASS OF CONCRETE
 GV5314'ABOUT 12 INCHES IN DIAMETER.  THE MARK PROJECTS 4
 GV5314'INCHES.  THERE IS NO SUB-SURFACE MARK.  THE REFERENCE MARKS
 GV5314'ARE STANDARD DISKS IN CONCRETE POST.  A 70-FOOT TOWER WAS
 GV5314'NEEDED TO CLEAR ALL LOCAL TREES.  CLEARING IS NECESSARY TO
 GV5314'SEE BRIAR OR JDA FROM GROUND.  THE BLUFF HERE IS NOT ERODING.
 GV5314
 GV5314                          STATION RECOVERY (1942)
 GV5314
 GV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5314'1938 DESCRIPTION IS ADEQUATE WITH FOLLOWING EXCEPTION--
 GV5314'
 GV5314'THE TALLEST CEDAR ON THE BLUFF 1.85 METERS FROM THE STATION
 GV5314'MENTIONED IN THE DESCRIPTION IS DOWN.
 GV5314
 GV5314                          STATION RECOVERY (2000)
 GV5314
 GV5314'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5314'MARK NOT FOUND.
 GV5314
 GV5314                          STATION RECOVERY (2001)
 GV5314
 GV5314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2289 ***********************************************************************
 GW2289  DESIGNATION -  CHRISTIAN
 GW2289  PID         -  GW2289
 GW2289  STATE/COUNTY-  VA/FLUVANNA
 GW2289  USGS QUAD   -  COLUMBIA (1979)
 GW2289
 GW2289                         *CURRENT SURVEY CONTROL
 GW2289  ___________________________________________________________________
 GW2289* NAD 83(1993)-  37 46 28.78426(N)    078 09 10.31917(W)     ADJUSTED  
 GW2289* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 GW2289  ___________________________________________________________________
 GW2289  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GW2289  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2289
 GW2289  HORZ ORDER  -  FIRST
 GW2289
 GW2289.The horizontal coordinates were established by classical geodetic methods
 GW2289.and adjusted by the National Geodetic Survey in November 1994..
 GW2289
 GW2289.The orthometric height was scaled from a topographic map.
 GW2289
 GW2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2289
 GW2289.The geoid height was determined by GEOID03.
 GW2289
 GW2289;                    North         East     Units Scale Factor Converg.
 GW2289;SPC VA S     - 1,160,010.828 3,530,581.685   MT  0.99997059   +0 12 38.5
 GW2289;SPC VA S     - 3,805,802.19 11,583,250.08   sFT  0.99997059   +0 12 38.5
 GW2289;UTM  17      - 4,184,632.047   750,759.658   MT  1.00037456   +1 44 41.8
 GW2289
 GW2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2289!SPC VA S     -   0.99998626  x   0.99997059  =   0.99995685
 GW2289!UTM  17      -   0.99998626  x   1.00037456  =   1.00036081
 GW2289
 GW2289|---------------------------------------------------------------------|
 GW2289| PID    Reference Object                     Distance      Geod. Az  |
 GW2289|                                                           dddmmss.s |
 GW2289| DC5245 CHRISTIAN RM 1                       24.450 METERS 01654     |
 GW2289| DC5246 CHRISTIAN RM 2                       21.987 METERS 11115     |
 GW2289| DC5247 CHRISTIAN RM 3                       27.044 METERS 17640     |
 GW2289| DC5244 CHRISTIAN AZ MK                                    2245032.2 |
 GW2289| GW2301 FORK UNION MILITARY ACADEMY TK      APPROX. 9.5 KM 2605622.7 |
 GW2289|---------------------------------------------------------------------|
 GW2289
 GW2289                          SUPERSEDED SURVEY CONTROL
 GW2289
 GW2289  NAD 83(1986)-  37 46 28.79436(N)    078 09 10.33447(W) AD(       ) 1
 GW2289  NAD 27      -  37 46 28.28000(N)    078 09 11.33100(W) AD(       ) 1
 GW2289
 GW2289.Superseded values are not recommended for survey control.
 GW2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2289.See file dsdata.txt to determine how the superseded data were derived.
 GW2289
 GW2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5076084632(NAD 83)
 GW2289_MARKER: DS = TRIANGULATION STATION DISK
 GW2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2289+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2289
 GW2289  HISTORY     - Date     Condition        Report By
 GW2289  HISTORY     - 1941     MONUMENTED       CGS
 GW2289  HISTORY     - 1962     GOOD             CGS
 GW2289  HISTORY     - 1963     GOOD             AIRSUR
 GW2289  HISTORY     - 19980225 GOOD             USPSQD
 GW2289  HISTORY     - 20060209 GOOD             USPSQD
 GW2289
 GW2289                          STATION DESCRIPTION
 GW2289
 GW2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2289'STATION IS ON THE SUMMIT OF A RIDGE LYING ALONG THE E SIDE
 GW2289'OF THE FLUVANNA RIVER AND N OF ITS JUNCTION WITH THE JAMES
 GW2289'RIVER, 8-1/2 MILES SE OF PALMYRA, 1-3/4 MILES N BY E OF COLUMBIA,
 GW2289'1/8 MILE W OF THE FLUVANNA-GOOCHLAND COUNTY LINE, ON PROPERTY
 GW2289'OWNED BY ALBERT CHRISTIAN (COLORED), ABOUT 200 YARDS NW OF
 GW2289'HIS HOUSE, ALONG A DIRT ROAD APPROXIMATELY 75 YARDS NW OF
 GW2289'STATE ROUTE 27 (FORMERLY A PART OF NO. 27 BUT ABANDONED WHEN
 GW2289'THE HIGHWAY WAS PAVED) 27 FEET SE OF THE CENTER OF THE OLD
 GW2289'ROAD, 33 FEET SE OF A FENCE LINE, 29 FEET S OF A 15-INCH
 GW2289'PINE TREE WITH A TRIANGULAR BLAZE AND THE MARK PROJECTS 8
 GW2289'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 GW2289'CHRISTIAN, 1941.  THE MARK IS WITNESSED BY A 4- BY 4-INCH WHITE
 GW2289'POST THAT PROJECTS 2-1/2 FEET ABOVE THE SURFACE OF THE
 GW2289'GROUND.
 GW2289'
 GW2289'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GW2289'BRONZE DISKS SET IN CONCRETE.
 GW2289'
 GW2289'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN A FENCE LINE
 GW2289'7 FEET NW OF THE CENTER LINE OF THE OLD ROAD AND PROJECTS
 GW2289'10 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 GW2289'CHRISTIAN NO. 1, 1941.
 GW2289'
 GW2289'REFERENCE MARK NO. 2 IS E OF THE STATION IN A WOODED AREA
 GW2289'BETWEEN STATE ROUTE 27 AND THE OLD ROAD.  THE MARK PROJECTS
 GW2289'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS WITNESSED
 GW2289'BY A 4- BY 4-INCH WHITE POST THAT PROJECTS 2-1/2 FEET ABOVE
 GW2289'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED CHRISTIAN
 GW2289'NO. 2, 1941.
 GW2289'
 GW2289'THE AZIMUTH MARK IS 0.25 MILE SSW OF THE STATION, 15 FEET
 GW2289'NW OF THE CENTER LINE OF STATE ROUTE 27, 42 FEET S OF THE CENTER
 GW2289'LINE OF A DRIVEWAY INTO A FARMHOUSE, 4 FEET SE OF A FENCE LINE,
 GW2289'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GW2289'IS WITNESSED BY A 4- BY 4-INCH WHITE POST THAT PROJECTS
 GW2289'2-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 GW2289'CHRISTIAN, 1941.
 GW2289'
 GW2289'TO REACH THE STATION FROM THE POST OFFICE IN COLUMBIA, GO W
 GW2289'ON COMBINED STATE ROUTES 6 AND 27 FOR 0.15 MILE THEN TURN
 GW2289'RIGHT (N) AT THE JUNCTION ON STATE ROUTE 27 AND GO 1.9 MILES
 GW2289'(0.15 MILE PAST A WHITE HOUSE ON THE LEFT) BEAR LEFT ON THE
 GW2289'OLD ROAD (RED CLAY) AND FOLLOW FOR 0.1 MILE TO THE STATION
 GW2289'ON THE LEFT.
 GW2289'
 GW2289'A 77-FOOT TOWER WILL SEE A 77-FOOT LIGHT AT SHANNON.
 GW2289'
 GW2289'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT RACKETTS.
 GW2289'
 GW2289'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ST. PAUL.
 GW2289'
 GW2289'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT BUSH PARK.
 GW2289'
 GW2289'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT BOTTOM.
 GW2289'
 GW2289'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GW2289
 GW2289                          STATION RECOVERY (1962)
 GW2289
 GW2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GW2289'STATION WAS RECOVERED AND ALL MARKS WERE FOUND
 GW2289'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS IN THE
 GW2289'GARDEN OF THE PROPERTY OWNER AND HE REQUESTED THAT IT BE
 GW2289'MOVED SO REFERENCE MARK NO. 3 WAS ESTABLISHED AND REFERENCE
 GW2289'MARK NO. 2 WAS DESTROYED.  THE AZIMUTH MARK IS NOT VISIBLE
 GW2289'FROM THE GROUND BECAUSE OF TREES AND REFERENCE MARK NO. 1
 GW2289'IS NOT VISIBLE FROM THE GROUND BECAUSE OF A SMALL BUILDING.
 GW2289'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE PROPERTY HAS
 GW2289'CHANGED HANDS AND THE AREA AROUND THE STATION SITE HAS BEEN
 GW2289'CLEARED OFF.
 GW2289'
 GW2289'REFERENCE MARK NO. 3 IS 2 FEET NORTHEAST OF A FENCE AND A
 GW2289'STEEL WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH
 GW2289'IN A 10 X 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GW2289'4 INCHES AND THE DISK IS STAMPED CHRISTIAN NO 3 1941.
 GW2289
 GW2289                          STATION RECOVERY (1963)
 GW2289
 GW2289'RECOVERY NOTE BY AIR SURVEY CORPORATION 1963
 GW2289'STATION WAS RECOVERED IN GOOD CONDITION.
 GW2289
 GW2289                          STATION RECOVERY (1998)
 GW2289
 GW2289'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2289'RECOVERED IN GOOD CONDITION.
 GW2289
 GW2289                          STATION RECOVERY (2006)
 GW2289
 GW2289'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2289'STATION AND RM1 AND RM2 FOUND IN GOOD CONDITION. AZIMUTH MARK WAS
 GW2289'FOUND LYING IN THE DITCH AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3307 ***********************************************************************
 GX3307  DESIGNATION -  CHRISTIANSBURG STA WBCR MAST
 GX3307  PID         -  GX3307
 GX3307  STATE/COUNTY-  VA/MONTGOMERY
 GX3307  USGS QUAD   -  BLACKSBURG (1983)
 GX3307
 GX3307                         *CURRENT SURVEY CONTROL
 GX3307  ___________________________________________________________________
 GX3307* NAD 83(1993)-  37 09 11.11183(N)    080 24 56.71731(W)     ADJUSTED  
 GX3307* NAVD 88     -                                                        
 GX3307  ___________________________________________________________________
 GX3307  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GX3307  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GX3307
 GX3307  HORZ ORDER  -  THIRD
 GX3307
 GX3307.The horizontal coordinates were established by classical geodetic methods
 GX3307.and adjusted by the National Geodetic Survey in September 1995..
 GX3307
 GX3307
 GX3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3307
 GX3307.The geoid height was determined by GEOID03.
 GX3307
 GX3307;                    North         East     Units Scale Factor Converg.
 GX3307;SPC VA S     - 1,092,698.147 3,329,837.722   MT  0.99995237   -1 09 45.8
 GX3307;SPC VA S     - 3,584,960.50 10,924,642.59   sFT  0.99995237   -1 09 45.8
 GX3307;UTM  17      - 4,112,014.739   551,879.683   MT  0.99963315   +0 21 10.3
 GX3307
 GX3307                          SUPERSEDED SURVEY CONTROL
 GX3307
 GX3307  NAD 83(1986)-  37 09 11.11733(N)    080 24 56.72154(W) AD(       ) 4
 GX3307  NAD 27      -  37 09 10.65072(N)    080 24 57.56009(W) AD(       ) 3
 GX3307
 GX3307.Superseded values are not recommended for survey control.
 GX3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3307.See file dsdata.txt to determine how the superseded data were derived.
 GX3307
 GX3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB5188012015(NAD 83)
 GX3307_MARKER: 42 = RADIO/TV MAST
 GX3307
 GX3307  HISTORY     - Date     Condition        Report By
 GX3307  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3307  HISTORY     - 1964     GOOD             CGS
 GX3307
 GX3307                          STATION DESCRIPTION
 GX3307
 GX3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3307'THE STATION IS THE CENTER OF THE TOP OF THE 200 FOOT HIGH
 GX3307'STRUCTURAL STEEL MAST, PAINTED RED AND WHITE.  LOCATED ABOUT
 GX3307'1.5 MILES NORTH NORTHEAST OF THE BUSINESS DISTRICT OF
 GX3307'CHRISTIANSBURG.
 GX3307
 GX3307                          STATION RECOVERY (1964)
 GX3307
 GX3307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3307'THE STATION IS LOCATED 5.3 MILES SOUTH OF BLACKSBURG, 1.2
 GX3307'MILES WEST OF CAMBRIA AND 0.9 MILE SOUTH OF THE JUNCTION OF
 GX3307'U.S. HIGHWAY 460 AND STATE HIGHWAY 114.
 GX3307'
 GX3307'THE STATION IS CONSTRUCTED OF BRIDGE STEEL ALTERNATE RED
 GX3307'AND WHITE IN COLOR AND 208 FEET IN HEIGHT.  THE MAST IS
 GX3307'GUYED.  THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3505 ***********************************************************************
 FX3505  DESIGNATION -  CHUCK
 FX3505  PID         -  FX3505
 FX3505  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3505  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3505
 FX3505                         *CURRENT SURVEY CONTROL
 FX3505  ___________________________________________________________________
 FX3505* NAD 83(1993)-  36 55 16.80749(N)    076 29 29.79807(W)     ADJUSTED  
 FX3505* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3505  ___________________________________________________________________
 FX3505  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 FX3505  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FX3505
 FX3505  HORZ ORDER  -  THIRD
 FX3505
 FX3505.The horizontal coordinates were established by classical geodetic methods
 FX3505.and adjusted by the National Geodetic Survey in September 1995..
 FX3505
 FX3505.The orthometric height was scaled from a topographic map.
 FX3505
 FX3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3505
 FX3505.The geoid height was determined by GEOID03.
 FX3505
 FX3505;                    North         East     Units Scale Factor Converg.
 FX3505;SPC VA S     - 1,067,156.575 3,678,936.216   MT  0.99997553   +1 13 08.2
 FX3505;SPC VA S     - 3,501,162.86 12,069,976.57   sFT  0.99997553   +1 13 08.2
 FX3505;UTM  18      - 4,087,184.918   367,141.545   MT  0.99981745   -0 53 46.2
 FX3505
 FX3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3505!SPC VA S     -   1.00000468  x   0.99997553  =   0.99998021
 FX3505!UTM  18      -   1.00000468  x   0.99981745  =   0.99982213
 FX3505
 FX3505|---------------------------------------------------------------------|
 FX3505| PID    Reference Object                     Distance      Geod. Az  |
 FX3505|                                                           dddmmss.s |
 FX3505| DC8164 CHUCK RM 2                                         06359     |
 FX3505| DC8163 CHUCK RM 1                                         13506     |
 FX3505| FX3514 DIXON                               APPROX. 0.9 KM 2124840.9 |
 FX3505| FX3506 CHUCKATUCK CREEK BEACON             428.048 METERS 3274853.2 |
 FX3505|---------------------------------------------------------------------|
 FX3505
 FX3505                          SUPERSEDED SURVEY CONTROL
 FX3505
 FX3505  NAD 83(1986)-  36 55 16.81245(N)    076 29 29.83219(W) AD(       ) 3
 FX3505  NAD 27      -  36 55 16.27500(N)    076 29 31.01000(W) AD(       ) 3
 FX3505
 FX3505.Superseded values are not recommended for survey control.
 FX3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3505.See file dsdata.txt to determine how the superseded data were derived.
 FX3505
 FX3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6714287185(NAD 83)
 FX3505_MARKER: DS = TRIANGULATION STATION DISK
 FX3505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3505
 FX3505  HISTORY     - Date     Condition        Report By
 FX3505  HISTORY     - 1934     MONUMENTED       CGS
 FX3505  HISTORY     - 1941     GOOD             CGS
 FX3505  HISTORY     - 1942     GOOD             CGS
 FX3505  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FX3505  HISTORY     - 1976     GOOD             NGS
 FX3505
 FX3505                          STATION DESCRIPTION
 FX3505
 FX3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3505'LOCATED ON THE PROPERTY OF JOHN Q. ADAMS ON THE EAST SIDE OF THE
 FX3505'MOUTH OF CHUCKATUCK CREEK, ON PIKE POINT IN THE VILLAGE OF
 FX3505'ECLIPSE.
 FX3505'
 FX3505'THE SPOT MAY BE REACHED FROM CRITTENDEN BY PROCEEDING ALONG THE
 FX3505'ONLY EXISTING ROAD TO ECLIPSE AND THE EXTREME END OF THE POINT,
 FX3505'A TOTAL DISTANCE OF ABOUT 3/4 OF A MILE.  THERE ARE DOCKS IN
 FX3505'BOTH CRITTENDEN AND ECLIPSE AT WHICH LAUNCHES MAY LAND, THEREBY
 FX3505'PLACING THE STATION WITHIN EASY WALKING DISTANCE.
 FX3505'
 FX3505'THE MONUMENT IS ON THE EXTREME END OF THE POINT FORMED BETWEEN
 FX3505'CHUCKATUCK CREEK AND THE JAMES RIVER, AND 217 FEET DISTANT
 FX3505'FROM A NORTHEAST-SOUTHWEST FENCE LINE, FROM A POINT ON LINE WITH
 FX3505'STATION ADAM.  DISTANCES TO THE EDGE OF MARSHES TOWARD STATIONS
 FX3505'OWENS AND RAGGED ISLAND CREEK BEACON ARE 53 FEET AND 30 FEET
 FX3505'RESPECTIVELY.
 FX3505'
 FX3505'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3505'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1C, 7A AND 11C
 FX3505'RESPECTIVELY.
 FX3505'
 FX3505'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 FX3505
 FX3505                          STATION RECOVERY (1941)
 FX3505
 FX3505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3505'STATION RECOVERED AND DESCRIPTION FOUND SATISFACTORY.
 FX3505
 FX3505                          STATION RECOVERY (1942)
 FX3505
 FX3505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3505'1934 DESCRIPTION ADEQUATE.
 FX3505
 FX3505                          STATION RECOVERY (1960)
 FX3505
 FX3505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3505'STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 FX3505'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY EROSION OF THE
 FX3505'BANK.  NO NEW MARK WAS RESET AS THE OWNER DID NOT WANT ANYMORE
 FX3505'MARKS IN HIS YARD.  A NEW HOUSE HAS BEEN BUILT NEAR THE STATION.
 FX3505'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX3505'
 FX3505'STATION IS LOCATED IN THE VILLAGE OF ECLIPSE ON A POINT OF LAND
 FX3505'KNOWN AS PIKE POINT AND NOW OWNED BY FRANK WOOD.  IT IS ON THE
 FX3505'EAST SIDE OF THE MOUTH OF CHUCKATUCK CREEK.  IT IS 64 FEET
 FX3505'NORTHEAST OF THE NORTHWEST CORNER OF THE PORCH, 52.3 FEET NORTH
 FX3505'OF THE NORTHEAST CORNER OF THE HOUSE AND 21 FEET SOUTH OF THE
 FX3505'EDGE OF THE BANK.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 FX3505'IS STAMPED CHUCK 1934.  (NOTE 1A, 7A).
 FX3505'
 FX3505'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE NORTHEAST CORNER OF THE
 FX3505'HOUSE AND 51.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FX3505'HOUSE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FX3505'STAMPED CHUCK NO 1 1934.  (NOTE 11A).
 FX3505'
 FX3505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 FX3505'CYPREE ROAD IN CRITTENDEN.  GO NORTH ON CYPRESS ROAD FOR 1.0
 FX3505'MILE TO THE JUNCTION OF CROSS STREET IN ECLIPSE.  CONTINUE
 FX3505'ON CYPRESS ROAD FOR 0.25 MILE TO A LARGE 2 STORY HOUSE ON THE
 FX3505'RIGHT AND A DIRT ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO
 FX3505'THE END OF THE ROAD AND MR. WOODS HOUSE AND THE STATION AS
 FX3505'DESCRIBED.
 FX3505
 FX3505                          STATION RECOVERY (1976)
 FX3505
 FX3505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (GWS)
 FX3505'CHUCK IN GOOD CONDITION.  IN CENTER OF FLOWER BED.  RM NO 1
 FX3505'IN GOOD CONDITION.
 FX3505'
 FX3505'1960 DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3506 ***********************************************************************
 FX3506  DESIGNATION -  CHUCKATUCK CREEK BEACON
 FX3506  PID         -  FX3506
 FX3506  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3506  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3506
 FX3506                         *CURRENT SURVEY CONTROL
 FX3506  ___________________________________________________________________
 FX3506* NAD 83(1993)-  36 55 28.55921(N)    076 29 39.01037(W)     ADJUSTED  
 FX3506* NAVD 88     -                                                        
 FX3506  ___________________________________________________________________
 FX3506  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 FX3506  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FX3506
 FX3506  HORZ ORDER  -  THIRD
 FX3506
 FX3506.The horizontal coordinates were established by classical geodetic methods
 FX3506.and adjusted by the National Geodetic Survey in September 1995..
 FX3506
 FX3506
 FX3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3506
 FX3506.The geoid height was determined by GEOID03.
 FX3506
 FX3506;                    North         East     Units Scale Factor Converg.
 FX3506;SPC VA S     - 1,067,513.904 3,678,700.564   MT  0.99997509   +1 13 02.6
 FX3506;SPC VA S     - 3,502,335.20 12,069,203.43   sFT  0.99997509   +1 13 02.6
 FX3506;UTM  18      - 4,087,550.644   366,919.277   MT  0.99981818   -0 53 52.0
 FX3506
 FX3506                          SUPERSEDED SURVEY CONTROL
 FX3506
 FX3506  NAD 83(1986)-  36 55 28.56415(N)    076 29 39.04456(W) AD(       ) 4
 FX3506  NAD 27      -  36 55 28.02700(N)    076 29 40.22200(W) AD(       ) 3
 FX3506
 FX3506.Superseded values are not recommended for survey control.
 FX3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3506.See file dsdata.txt to determine how the superseded data were derived.
 FX3506
 FX3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6691987551(NAD 83)
 FX3506
 FX3506  HISTORY     - Date     Condition        Report By
 FX3506  HISTORY     - 1934     FIRST OBSERVED   CGS
 FX3506  HISTORY     - 1942     GOOD             CGS
 FX3506  HISTORY     - 1954     GOOD             AMS
 FX3506
 FX3506                          STATION DESCRIPTION
 FX3506
 FX3506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3506'THE CENTER OF THE LIGHT ON TOP OF THE RED BEACON AT THE ENTRANCE
 FX3506'TO CHUCKATUCK CREEK.
 FX3506'
 FX3506'THIS STATION WAS NOT OCCUPIED.
 FX3506
 FX3506                          STATION RECOVERY (1942)
 FX3506
 FX3506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3506'1934 DESCRIPTION ADEQUATE.
 FX3506
 FX3506                          STATION RECOVERY (1954)
 FX3506
 FX3506'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3506'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3967 ***********************************************************************
 FX3967  DESIGNATION -  CHUCKATUCK CREEK BRIDGE E TWR
 FX3967  PID         -  FX3967
 FX3967  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3967  USGS QUAD   -  BENNS CHURCH (1986)
 FX3967
 FX3967                         *CURRENT SURVEY CONTROL
 FX3967  ___________________________________________________________________
 FX3967* NAD 83(1993)-  36 54 45.99068(N)    076 30 08.34372(W)     ADJUSTED  
 FX3967* NAVD 88     -                                                        
 FX3967  ___________________________________________________________________
 FX3967  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 FX3967  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FX3967
 FX3967  HORZ ORDER  -  THIRD
 FX3967
 FX3967.The horizontal coordinates were established by classical geodetic methods
 FX3967.and adjusted by the National Geodetic Survey in September 1995..
 FX3967
 FX3967
 FX3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3967
 FX3967.The geoid height was determined by GEOID03.
 FX3967
 FX3967;                    North         East     Units Scale Factor Converg.
 FX3967;SPC VA S     - 1,066,186.590 3,678,002.515   MT  0.99997669   +1 12 44.8
 FX3967;SPC VA S     - 3,497,980.50 12,066,913.25   sFT  0.99997669   +1 12 44.8
 FX3967;UTM  18      - 4,086,250.199   366,172.835   MT  0.99982064   -0 54 08.7
 FX3967
 FX3967                          SUPERSEDED SURVEY CONTROL
 FX3967
 FX3967  NAD 83(1986)-  36 54 45.99562(N)    076 30 08.37771(W) AD(       ) 4
 FX3967  NAD 27      -  36 54 45.46000(N)    076 30 09.55000(W) AD(       ) 3
 FX3967
 FX3967.Superseded values are not recommended for survey control.
 FX3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3967.See file dsdata.txt to determine how the superseded data were derived.
 FX3967
 FX3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6617386250(NAD 83)
 FX3967_MARKER: 55 = TOWER
 FX3967
 FX3967  HISTORY     - Date     Condition        Report By
 FX3967  HISTORY     - 1934     FIRST OBSERVED   CGS
 FX3967  HISTORY     - 1942     GOOD             CGS
 FX3967  HISTORY     - 1957     GOOD             AMS
 FX3967  HISTORY     - 1960     GOOD             CGS
 FX3967  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 FX3967
 FX3967                          STATION DESCRIPTION
 FX3967
 FX3967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3967'THE FINIAL ON THE ROOF OF THE EASTERN TOLL HOUSE AND CONTROL ROOM
 FX3967'OF THE CHUCKATUCK CREEK BRIDGE OWNED BY THE JAMES RIVER BRIDGE
 FX3967'CORPORATION.
 FX3967'
 FX3967'THIS STATION WAS NOT OCCUPIED.
 FX3967
 FX3967                          STATION RECOVERY (1942)
 FX3967
 FX3967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3967'1934 DESCRIPTION ADEQUATE.
 FX3967
 FX3967                          STATION RECOVERY (1957)
 FX3967
 FX3967'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 FX3967'STATION RECOVERED IN GOOD CONDITION.
 FX3967
 FX3967                          STATION RECOVERY (1960)
 FX3967
 FX3967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3967'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX3967
 FX3967                          STATION RECOVERY (2000)
 FX3967
 FX3967'RECOVERY NOTE BY US POWER SQUADRON 2000
 FX3967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5676 ***********************************************************************
 GV5676  DESIGNATION -  CHULA
 GV5676  PID         -  GV5676
 GV5676  STATE/COUNTY-  VA/AMELIA
 GV5676  USGS QUAD   -  CHULA (1979)
 GV5676
 GV5676                         *CURRENT SURVEY CONTROL
 GV5676  ___________________________________________________________________
 GV5676* NAD 83(1993)-  37 23 03.04218(N)    077 53 58.37878(W)     ADJUSTED  
 GV5676* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 GV5676  ___________________________________________________________________
 GV5676  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GV5676  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GV5676
 GV5676  HORZ ORDER  -  SECOND
 GV5676
 GV5676.The horizontal coordinates were established by classical geodetic methods
 GV5676.and adjusted by the National Geodetic Survey in September 1995..
 GV5676
 GV5676.The orthometric height was scaled from a topographic map.
 GV5676
 GV5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5676
 GV5676.The geoid height was determined by GEOID03.
 GV5676
 GV5676;                    North         East     Units Scale Factor Converg.
 GV5676;SPC VA S     - 1,116,786.457 3,553,173.729   MT  0.99994544   +0 21 51.9
 GV5676;SPC VA S     - 3,663,990.23 11,657,370.81   sFT  0.99994544   +0 21 51.9
 GV5676;UTM  18      - 4,141,437.781   243,284.205   MT  1.00041187   -1 45 41.2
 GV5676
 GV5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5676!SPC VA S     -   0.99999001  x   0.99994544  =   0.99993545
 GV5676!UTM  18      -   0.99999001  x   1.00041187  =   1.00040188
 GV5676
 GV5676:                Primary Azimuth Mark                     Grid Az
 GV5676:SPC VA S     -  CHULA AZ MK                              187 49 54.1
 GV5676:UTM  18      -  CHULA AZ MK                              189 57 27.2
 GV5676
 GV5676|---------------------------------------------------------------------|
 GV5676| PID    Reference Object                     Distance      Geod. Az  |
 GV5676|                                                           dddmmss.s |
 GV5676| DC5248 CHULA AZ MK                                        1881146.0 |
 GV5676| DC5250 CHULA RM 2                           42.053 METERS 22700     |
 GV5676| DC5249 CHULA RM 1                           43.260 METERS 32738     |
 GV5676|---------------------------------------------------------------------|
 GV5676
 GV5676                          SUPERSEDED SURVEY CONTROL
 GV5676
 GV5676  NAD 83(1993)-  37 23 03.04239(N)    077 53 58.37908(W) AD(       ) 2
 GV5676  NAD 83(1986)-  37 23 03.04816(N)    077 53 58.39485(W) AD(       ) 2
 GV5676  NAD 27      -  37 23 02.50976(N)    077 53 59.38888(W) AD(       ) 2
 GV5676
 GV5676.Superseded values are not recommended for survey control.
 GV5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5676.See file dsdata.txt to determine how the superseded data were derived.
 GV5676
 GV5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG4328441438(NAD 83)
 GV5676_MARKER: DS = TRIANGULATION STATION DISK
 GV5676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5676
 GV5676  HISTORY     - Date     Condition        Report By
 GV5676  HISTORY     - 1942     MONUMENTED       CGS
 GV5676  HISTORY     - 1961     GOOD             CGS
 GV5676  HISTORY     - 19941107 MARK NOT FOUND   USPSQD
 GV5676  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV5676  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV5676
 GV5676                          STATION DESCRIPTION
 GV5676
 GV5676'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5676'STATION IS LOCATED ABOUT 5 MILES NE OF AMELIA, 11 MILES NW OF
 GV5676'MANNBORO, 0.75 MILE SE OF CHULA WHICH IS A SMALL VILLAGE
 GV5676'ON STATE HIGHWAY 148 AND THE SOUTHERN RAILROAD.  IT IS IN
 GV5676'THE SW CORNER OF THE YARD ON PROPERTY OWNED BY MRS. NOLAN,
 GV5676'POSTMISTRESS AT CHULA, AND OCCUPIED BY H.P. MILLER, 72 FEET
 GV5676'E OF THE CENTER LINE OF STATE HIGHWAY 148, 114.5 FEET W OF
 GV5676'NW CORNER OF BARN, 226.8 FEET S OF SW CORNER OF HOUSE, 19.5
 GV5676'FEET N OF WIRE FENCE AROUND CHICKEN YARD, 49.5 FEET SE OF
 GV5676'TRIANGULAR-BLAZED OAK 1 FOOT IN DIAMETER.  MARK PROJECTS
 GV5676'3 INCHES ABOVE THE GROUND AND IS STAMPED CHULA 1942.
 GV5676'
 GV5676'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5676'BRONZE DISKS SET IN CONCRETE.
 GV5676'
 GV5676'REFERENCE MARK NO. 1 IS 12 PACES N OF THE CENTER LINE OF
 GV5676'PRIVATE LANE ON W SIDE OF STATE HIGHWAY 148, 5 PACES W OF
 GV5676'THE CENTER LINE OF STATE HIGHWAY 148.  MARK PROJECTS 4 INCHES
 GV5676'AND IS STAMPED CHULA NO. 1 1942.
 GV5676'
 GV5676'REFERENCE MARK NO. 2 IS 5 INCHES E OF WIRE FENCE AND 5 PACES
 GV5676'W OF THE CENTER LINE OF STATE HIGHWAY 148.  MARK PROJECTS
 GV5676'5 INCHES AND IS STAMPED CHULA NO. 2 1942.
 GV5676'
 GV5676'AZIMUTH MARK IS ON W SIDE OF STATE HIGHWAY 148, 18 FEET FROM
 GV5676'THE CENTER LINE OF THE ROAD, 4 FEET N OF POLE NO. E 500,
 GV5676'JUST W OF J.G. BARNARDS MAILBOX.  MARK PROJECTS ABOUT 3
 GV5676'INCHES AND IS STAMPED CHULA 1942.
 GV5676'
 GV5676'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV5676
 GV5676                          STATION RECOVERY (1961)
 GV5676
 GV5676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5676'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 GV5676'IN GOOD CONDITION, EXCEPT HIGHWAY 148 IS NOW HIGHWAY 604.
 GV5676'THE POWERPOLE AT THE AZIMUTH MARK IS NO. E 490.
 GV5676'
 GV5676'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF POWERPOLE NO. E 497
 GV5676'AND REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF POWERPOLE NO.
 GV5676'496.
 GV5676'
 GV5676'THE AZIMUTH MARK IS 2 FEET NORTH OF A CGS WITNESS SIGN.
 GV5676'
 GV5676'A NEW TO REACH THE STATION IS AS FOLLOWS--TO REACH THE STATION
 GV5676'FROM THE JUNCTION OF HIGHWAY 604 AND THE RAILROAD TRACKS IN
 GV5676'CHULA, GO EAST AND SOUTH ON HIGHWAY 604 FOR 0.35 MILE TO THE
 GV5676'STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE HIGHWAY
 GV5676'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GV5676'
 GV5676'NOTE--THE R.R. WATER TANK IN THE BOX SCORE HAS BEEN TORN
 GV5676'DOWN.
 GV5676
 GV5676                          STATION RECOVERY (1994)
 GV5676
 GV5676'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5676'MARK NOT FOUND.
 GV5676
 GV5676                          STATION RECOVERY (2000)
 GV5676
 GV5676'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5676'MARK NOT FOUND.
 GV5676
 GV5676                          STATION RECOVERY (2004)
 GV5676
 GV5676'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3413 ***********************************************************************
 HW3413  DESIGNATION -  CHURCH
 HW3413  PID         -  HW3413
 HW3413  STATE/COUNTY-  VA/ROCKINGHAM
 HW3413  USGS QUAD   -  FULKS RUN (1994)
 HW3413
 HW3413                         *CURRENT SURVEY CONTROL
 HW3413  ___________________________________________________________________
 HW3413* NAD 83(1993)-  38 44 21.41340(N)    078 53 09.35350(W)     ADJUSTED  
 HW3413* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 HW3413  ___________________________________________________________________
 HW3413  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 HW3413  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3413
 HW3413  HORZ ORDER  -  SECOND
 HW3413
 HW3413.The horizontal coordinates were established by classical geodetic methods
 HW3413.and adjusted by the National Geodetic Survey in November 1994..
 HW3413
 HW3413.The orthometric height was scaled from a topographic map.
 HW3413
 HW3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3413
 HW3413.The geoid height was determined by GEOID03.
 HW3413
 HW3413;                    North         East     Units Scale Factor Converg.
 HW3413;SPC VA N     - 2,119,129.798 3,466,447.551   MT  0.99995064   -0 14 27.1
 HW3413;SPC VA N     - 6,952,511.68 11,372,836.67   sFT  0.99995064   -0 14 27.1
 HW3413;UTM  17      - 4,289,966.797   683,739.942   MT  1.00001575   +1 19 23.9
 HW3413
 HW3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3413!SPC VA N     -   0.99986185  x   0.99995064  =   0.99981249
 HW3413!UTM  17      -   0.99986185  x   1.00001575  =   0.99987759
 HW3413
 HW3413:                Primary Azimuth Mark                     Grid Az
 HW3413:SPC VA N     -  DEERHEAD                                 062 12 12.8
 HW3413:UTM  17      -  DEERHEAD                                 060 38 21.8
 HW3413
 HW3413|---------------------------------------------------------------------|
 HW3413| PID    Reference Object                     Distance      Geod. Az  |
 HW3413|                                                           dddmmss.s |
 HW3413| HW3397 DEERHEAD                            APPROX.16.6 KM 0615745.7 |
 HW3413| DC3983 CHURCH RM 1                           6.872 METERS 17101     |
 HW3413| DC3984 CHURCH RM 2                           6.318 METERS 26835     |
 HW3413| DC3982 CHURCH RM 3 AZIMUTH                                3323324.2 |
 HW3413|---------------------------------------------------------------------|
 HW3413
 HW3413                          SUPERSEDED SURVEY CONTROL
 HW3413
 HW3413  NAD 83(1986)-  38 44 21.41455(N)    078 53 09.35766(W) AD(       ) 2
 HW3413  NAD 27      -  38 44 21.00150(N)    078 53 10.26800(W) AD(       ) 2
 HW3413
 HW3413.Superseded values are not recommended for survey control.
 HW3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3413.See file dsdata.txt to determine how the superseded data were derived.
 HW3413
 HW3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8374089967(NAD 83)
 HW3413_MARKER: DS = TRIANGULATION STATION DISK
 HW3413_SETTING: 80 = SET IN A BOULDER
 HW3413_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HW3413
 HW3413  HISTORY     - Date     Condition        Report By
 HW3413  HISTORY     - 1933     MONUMENTED       CGS
 HW3413  HISTORY     - 1956     GOOD             CGS
 HW3413
 HW3413                          STATION DESCRIPTION
 HW3413
 HW3413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3413'STATION IS ON THE SUMMIT OF SHARP ROCKY PEAK, AT THE NW END
 HW3413'OF NORTH MOUNTAIN KNOWN AS CHURCH ROCK.  IT IS 6.6 MILES A
 HW3413'LITTLE NNW OF BROOKS GAP, AND 6.7 MILES NW OF MECHANICSVILLE.
 HW3413'
 HW3413'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 HW3413'IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 HW3413'
 HW3413'REFERENCE MARK NO. 1 IS SE OF STATION, ON THE TOP OF BOULDER
 HW3413'FLUSH WITH GROUND, SLIGHTLY LOWER THAN STATION.
 HW3413'
 HW3413'REFERENCE MARK NO. 2 IS W OF STATION ON THE TOP OF LARGE
 HW3413'FLAT TOP BOULDER, FLUSH WITH GROUND SLIGHTLY LOWER THAN
 HW3413'STATION.
 HW3413'
 HW3413'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 50 YARDS N OF
 HW3413'STATION IN LARGE JUTTING BOULDER AT EXTREME NORTHERN EDGE
 HW3413'OF SUMMIT.  THE BOULDER IS TRIANGULAR-SHAPED, AND PROJECTS
 HW3413'ABOUT 5 FEET ABOVE THE SURFACE OF THE GROUND.
 HW3413'
 HW3413'TO REACH FROM THE POST OFFICE AT COOTES STORE, VIRGINIA--GO
 HW3413'NW ON NEW STATE HIGHWAY 259 (OLD STATE HIGHWAY 817) 10.85
 HW3413'MILES, OR 0.65 MILE PAST TWO-STORY WHITE HOUSE, HOME OF
 HW3413'C.E. DOERR, ON RIGHT, TO A LARGE TRIANGULAR-BLAZED TREE
 HW3413'(CHESTNUT OAK), WHICH IS THE END OF TRUCK TRAVEL.  TAKE DIM
 HW3413'WAGON ROAD TO RIGHT WHICH SOON FADES IN OLD CREEK BED,
 HW3413'FOLLOW STREAM BED FOR ABOUT 1-1/2 MILES TO FORKS.  TAKE
 HW3413'LEFT FORK AND CONTINUE UP VALLEY TO TOP OF RIDGE ABOUT 1 MILE
 HW3413'DISTANT, JUTTING ROCKS ON WHICH STATION IS LOCATED CAN BE
 HW3413'SEEN ABOUT 200 YARDS TO THE RIGHT.  STATION IS LOCATED ABOUT
 HW3413'15 FEET W OF EDGE OF CLIFF, AND ABOUT 125 FEET SE OF NW
 HW3413'EXTREMITY OF RIDGE.
 HW3413
 HW3413                          STATION RECOVERY (1956)
 HW3413
 HW3413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3413'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED
 HW3413'AND FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 HW3413'FOLLOWS--
 HW3413'
 HW3413'THE STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE SOUTHEAST
 HW3413'OF BERGTON, 13 MILES AIRLINE WEST OF MOUNT JACKSON, AND 12
 HW3413'MILES AIRLINE SOUTHWEST OF JEROME ON THE SUMMIT OF A TIMBERED,
 HW3413'ROCKY PEAK ON THE SOUTHWEST PART OF CHURCH MOUNTAIN WHICH
 HW3413'IS NEAR THE SOUTHWEST END OF THE LONG, HIGH RIDGE KNOWN
 HW3413'AS NORTH MOUNTAIN.
 HW3413'
 HW3413'TO REACH THE STATION FROM THE POST OFFICE IN MATHIAS GO
 HW3413'WEST 0.05 MILE TO AN INTERSECTION.  TURN LEFT ONTO STATE
 HW3413'HIGHWAY 259 AND GO SOUTH 9.1 MILES TO STATE HIGHWAY 820 ON
 HW3413'THE RIGHT.  KEEP STRAIGHT AHEAD AND GO SOUTH 0.4 MILE TO A
 HW3413'SIDE ROAD AT A BOARD GATE AND A TRIANGULAR BLAZED OAK TREE ON
 HW3413'THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO EAST
 HW3413'0.5 MILE TO A POINT WHERE THE ROAD BECOMES VERY NARROW.
 HW3413'USING A JEEP CONTINUE EAST 0.7 MILE TO THE END OF THE ROAD.
 HW3413'PACK ABOUT 1-1/2 HOURS EAST UP A HOLLOW TAKING THE LEFT
 HW3413'FORK AFTER PASSING 2 LARGE, ROCKY LEDGES ON THE LEFT AND
 HW3413'CONTINUING EAST TO THE TOP OF THE RIDGE.  TURN RIGHT AND
 HW3413'PACK ABOUT 15 MINUTES SOUTH TO THE TOP OF A ROCKY POINT
 HW3413'AND THE STATION.
 HW3413'
 HW3413'THE STATION MARK IS A STANDARD DISK STAMPED CHURCH 1956
 HW3413'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 HW3413'3 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTH OF A TRIANGULAR
 HW3413'BLAZED 14-INCH PINE TREE.
 HW3413'
 HW3413'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHURCH NO
 HW3413'1 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 HW3413'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN
 HW3413'THE STATION.
 HW3413'
 HW3413'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHURCH
 HW3413'NO 2 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 HW3413'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2-1/2 FEET
 HW3413'LOWER THAN THE STATION.
 HW3413'
 HW3413'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HW3413'CHURCH NO 3 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF A
 HW3413'LARGE BOULDER THAT IS AT THE EXTREME NORTH END OF THE SUMMIT.
 HW3413'IT IS ABOUT 8 FEET LOWER THAN THE STATION AND PROJECTS ABOUT
 HW3413'5 FEET ABOVE THE GROUND.
 HW3413'
 HW3413'HEIGHT OF STAND--1.45 M.
 HW3413'
 HW3413'THE DISTANCES AND DIRECTIONS TO THE MARKS HAVE BEEN CHECKED
 HW3413'IN THE FIELD AND ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3074 ***********************************************************************
 FY3074  DESIGNATION -  CHURCH
 FY3074  PID         -  FY3074
 FY3074  STATE/COUNTY-  VA/C OF DANVILLE
 FY3074  USGS QUAD   -  DANVILLE (1984)
 FY3074
 FY3074                         *CURRENT SURVEY CONTROL
 FY3074  ___________________________________________________________________
 FY3074* NAD 83(1993)-  36 33 50.59353(N)    079 26 53.82807(W)     ADJUSTED  
 FY3074* NAVD 88     -       186.8    (meters)     613.     (feet)  VERTCON   
 FY3074  ___________________________________________________________________
 FY3074  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 FY3074  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FY3074
 FY3074  HORZ ORDER  -  SECOND
 FY3074
 FY3074.The horizontal coordinates were established by classical geodetic methods
 FY3074.and adjusted by the National Geodetic Survey in September 1995..
 FY3074
 FY3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3074
 FY3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3074
 FY3074.The geoid height was determined by GEOID03.
 FY3074
 FY3074;                    North         East     Units Scale Factor Converg.
 FY3074;SPC VA S     - 1,026,030.681 3,415,109.862   MT  1.00004295   -0 34 31.9
 FY3074;SPC VA S     - 3,366,235.66 11,204,406.27   sFT  1.00004295   -0 34 31.9
 FY3074;UTM  17      - 4,047,633.487   638,854.623   MT  0.99983754   +0 55 28.3
 FY3074
 FY3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3074!SPC VA S     -   0.99997572  x   1.00004295  =   1.00001866
 FY3074!UTM  17      -   0.99997572  x   0.99983754  =   0.99981326
 FY3074
 FY3074:                Primary Azimuth Mark                     Grid Az
 FY3074:SPC VA S     -  CHURCH AZ MK                             242 13 59.8
 FY3074:UTM  17      -  CHURCH AZ MK                             240 43 59.6
 FY3074
 FY3074|---------------------------------------------------------------------|
 FY3074| PID    Reference Object                     Distance      Geod. Az  |
 FY3074|                                                           dddmmss.s |
 FY3074| DC5066 CHURCH AZ MK                                       2413927.9 |
 FY3074| DC5067 CHURCH RM 1                          15.445 METERS 27205     |
 FY3074|---------------------------------------------------------------------|
 FY3074
 FY3074                          SUPERSEDED SURVEY CONTROL
 FY3074
 FY3074  NAD 83(1986)-  36 33 50.59796(N)    079 26 53.83132(W) AD(       ) 2
 FY3074  NAD 27      -  36 33 50.09961(N)    079 26 54.73885(W) AD(       ) 2
 FY3074  NGVD 29 (07/19/86)  187.0    (m)          614.     (f) VERT ANG       
 FY3074
 FY3074.Superseded values are not recommended for survey control.
 FY3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3074.See file dsdata.txt to determine how the superseded data were derived.
 FY3074
 FY3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3885547633(NAD 83)
 FY3074_MARKER: DS = TRIANGULATION STATION DISK
 FY3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3074
 FY3074  HISTORY     - Date     Condition        Report By
 FY3074  HISTORY     - 1964     MONUMENTED       CGS
 FY3074  HISTORY     - 20050507 GOOD             USPSQD
 FY3074
 FY3074                          STATION DESCRIPTION
 FY3074
 FY3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3074'THE STATION IS LOCATED 4 MILES SOUTHWEST OF THE CENTER OF
 FY3074'DANVILLE AND AT THE FOREST LAWN BAPTIST CHURCH.
 FY3074'
 FY3074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58, U.S.
 FY3074'HIGHWAYS 29N ALT. AND 29S ALT. AT THE WESTERN EDGE OF DANVILLE,
 FY3074'GO SOUTHERLY ON U.S. HIGHWAY 29S ALT. FOR 1.2 MILES TO THE
 FY3074'JUNCTION OF U.S. HIGHWAY 29 BUSINESS, KEEP RIGHT ON U.S. HIGHWAY
 FY3074'29S ALT. FOR 0.5 MILE TO THE FOREST LAWN BAPTIST CHURCH AND
 FY3074'STATION ON THE RIGHT.
 FY3074'
 FY3074'THE STATION MARK IS 115 FEET NORTH OF THE APPROXIMATE CENTER
 FY3074'OF THE WEST BOUND LANE OF U.S. HIGHWAY 29S ALT., 106 FEET
 FY3074'SOUTHEAST OF THE NORTHEAST CORNER OF THE FOREST LAWN BAPTIST
 FY3074'CHURCH AND 55 FEET WEST OF THE SOUTHEAST CORNER OF THE CHURCH.
 FY3074'IT IS A STANDARD DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT
 FY3074'AND IS STAMPED CHURCH 1964.
 FY3074'
 FY3074'REFERENCE MARK NO. 1 IS 16.5 FEET NORTH OF THE SOUTHEAST CORNER
 FY3074'OF THE CHURCH, 4.6 FEET EAST OF THE EAST SIDE OF CHURCH AND
 FY3074'2.3 FEET WEST OF THE EAST EDGE OF CONCRETE SIDEWALK.  IT IS A
 FY3074'STANDARD DISK CEMENTED IN A DRILLED HOLE IN A CONCRETE SIDEWALK
 FY3074'AND IS STAMPED CHURCH NO 1 1964.
 FY3074'
 FY3074'THE AZIMUTH MARK IS 64 FEET WEST OF THE INTERSECTION OF WEST
 FY3074'HUNTER AND WEST MAIN STREET, 46 FEET SOUTHWEST OF A FIRE
 FY3074'HYDRANT AND 5.0 FEET NORTH OF THE SOUTH EDGE OF CURB.  IT IS
 FY3074'A STANDARD DISK CEMENTED IN A DRILLED HOLE IN A CONCRETE SIDEWALK
 FY3074'AND IS STAMPED CHURCH 1964.
 FY3074'
 FY3074'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST OF
 FY3074'U.S. HIGHWAY 29S ALT. FOR 0.3 MILE TO THE AZIMUTH MARK ON
 FY3074'THE RIGHT.
 FY3074'
 FY3074'HEIGHT OF LIGHT ABOVE STATION MARK 2.3 METERS.
 FY3074
 FY3074                          STATION RECOVERY (2005)
 FY3074
 FY3074'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3074'FOLLOWING CORRECTIONS SHOULD BE ADDED
 FY3074'THE STATION IS 55 FT E OF THE SE CORNER OF THE CHURCH (NOT WEST AS
 FY3074'STATED IN DIRECTIONS) AND 2 INCHES BELOW THE SURFACE
 FY3074' 
 FY3074'THE ASIMUTH MARK LOCATION IS NOW UNDER PAVEMENT, DID NOT FIND AZ MK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6896 ***********************************************************************
 HV6896  DESIGNATION -  CHURCH 1932
 HV6896  PID         -  HV6896
 HV6896  STATE/COUNTY-  VA/WESTMORELAND
 HV6896  USGS QUAD   -  MACHODOC (1982)
 HV6896
 HV6896                         *CURRENT SURVEY CONTROL
 HV6896  ___________________________________________________________________
 HV6896* NAD 83(1993)-  38 06 11.68520(N)    076 43 48.10293(W)     ADJUSTED  
 HV6896* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6896  ___________________________________________________________________
 HV6896  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 HV6896  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HV6896
 HV6896  HORZ ORDER  -  THIRD
 HV6896
 HV6896.The horizontal coordinates were established by classical geodetic methods
 HV6896.and adjusted by the National Geodetic Survey in November 1994..
 HV6896
 HV6896.The orthometric height was scaled from a topographic map.
 HV6896
 HV6896.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6896
 HV6896.The geoid height was determined by GEOID03.
 HV6896
 HV6896;                    North         East     Units Scale Factor Converg.
 HV6896;SPC VA N     - 2,049,955.838 3,655,231.317   MT  0.99998840   +1 06 16.8
 HV6896;SPC VA N     - 6,725,563.45 11,992,204.75   sFT  0.99998840   +1 06 16.8
 HV6896;SPC VA S     - 1,197,881.036 3,655,237.954   MT  1.00002778   +1 04 27.3
 HV6896;SPC VA S     - 3,930,048.03 11,992,226.52   sFT  1.00002778   +1 04 27.3
 HV6896;UTM  18      - 4,218,683.842   348,315.759   MT  0.99988337   -1 04 04.0
 HV6896
 HV6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6896!SPC VA N     -   1.00000520  x   0.99998840  =   0.99999360
 HV6896!SPC VA S     -   1.00000520  x   1.00002778  =   1.00003298
 HV6896!UTM  18      -   1.00000520  x   0.99988337  =   0.99988857
 HV6896
 HV6896:                Primary Azimuth Mark                     Grid Az
 HV6896:SPC VA N     -  JENKINS 1932                             065 56 49.9
 HV6896:SPC VA S     -  JENKINS 1932                             065 58 39.4
 HV6896:UTM  18      -  JENKINS 1932                             068 07 10.7
 HV6896
 HV6896|---------------------------------------------------------------------|
 HV6896| PID    Reference Object                     Distance      Geod. Az  |
 HV6896|                                                           dddmmss.s |
 HV6896| HV6904 JENKINS 1932                        498.730 METERS 0670306.7 |
 HV6896| HV6913 STARTER 1932                        APPROX. 0.7 KM 2464501.7 |
 HV6896| HV6902 HENNOM 1932                         344.117 METERS 33056     |
 HV6896|---------------------------------------------------------------------|
 HV6896
 HV6896                          SUPERSEDED SURVEY CONTROL
 HV6896
 HV6896  NAD 83(1993)-  38 06 11.68355(N)    076 43 48.10762(W) AD(       ) 3
 HV6896  NAD 83(1986)-  38 06 11.68555(N)    076 43 48.11946(W) AD(       ) 3
 HV6896  NAD 27      -  38 06 11.21400(N)    076 43 49.19600(W) AD(       ) 3
 HV6896
 HV6896.Superseded values are not recommended for survey control.
 HV6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6896.See file dsdata.txt to determine how the superseded data were derived.
 HV6896
 HV6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4831618684(NAD 83)
 HV6896_MARKER: Z = SEE DESCRIPTION
 HV6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6896+STABILITY: SURFACE MOTION
 HV6896
 HV6896  HISTORY     - Date     Condition        Report By
 HV6896  HISTORY     - 1932     MONUMENTED       VACF
 HV6896  HISTORY     - 1942     GOOD             CGS
 HV6896  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV6896  HISTORY     - 19981011 MARK NOT FOUND   USPSQD
 HV6896  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6896
 HV6896                          STATION DESCRIPTION
 HV6896
 HV6896'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6896'STATION IS ON CHURCH POINT, THE FIRST POINT DOWN RIVER FROM MOUNT
 HV6896'HOLLY WHARF MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 HV6896'PIPE SURROUNDED NEAR THE SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.
 HV6896
 HV6896                          STATION RECOVERY (1942)
 HV6896
 HV6896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6896'THE STATION IS ON CHURCH POINT, THE FIRST POINT DOWNSTREAM, FROM
 HV6896'THE NOMINI CREEK BRIDGE OR THE OLD MOUNT HOLLY WHARF. THE STATION
 HV6896'IS LOCATED IN THE MARSH GRASS NEAR THE NORTHWESTERN SIDE OF THE
 HV6896'POINT, 4 METERS E OF THE MEAN HIGH-WATER LINE AND 13 METERS S OF
 HV6896'THE MEAN HIGH-WATER LINE.
 HV6896'
 HV6896'THE STATION IS A 1-INCH GALVANIZED-IRON PIPE SET IN A ROUNDED
 HV6896'MASS OF CONCRETE 18 INCHES BELOW THE SURFACE.  THE PIPE PROJECTS 8
 HV6896'INCHES ABOVE THE GROUND SURFACE.  THE STATION IS IN GOOD CONDITION.
 HV6896
 HV6896                          STATION RECOVERY (1960)
 HV6896
 HV6896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6896'THE STATION COULD NOT BE RECOVERED AFTER A TWO HOUR SEARCH BY TWO MEN.
 HV6896
 HV6896                          STATION RECOVERY (1998)
 HV6896
 HV6896'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6896'MARK NOT FOUND.
 HV6896
 HV6896                          STATION RECOVERY (2003)
 HV6896
 HV6896'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1267 ***********************************************************************
 FW1267  DESIGNATION -  CHURCH 1953
 FW1267  PID         -  FW1267
 FW1267  STATE/COUNTY-  VA/NORTHAMPTON
 FW1267  USGS QUAD   -  EXMORE (1992)
 FW1267
 FW1267                         *CURRENT SURVEY CONTROL
 FW1267  ___________________________________________________________________
 FW1267* NAD 83(1993)-  37 32 10.01436(N)    075 51 39.46956(W)     ADJUSTED  
 FW1267* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 FW1267  ___________________________________________________________________
 FW1267  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FW1267  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FW1267
 FW1267  HORZ ORDER  -  THIRD
 FW1267
 FW1267.The horizontal coordinates were established by classical geodetic methods
 FW1267.and adjusted by the National Geodetic Survey in November 1994..
 FW1267
 FW1267.The orthometric height was scaled from a topographic map.
 FW1267
 FW1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1267
 FW1267.The geoid height was determined by GEOID03.
 FW1267
 FW1267;                    North         East     Units Scale Factor Converg.
 FW1267;SPC VA S     - 1,136,739.149 3,733,203.409   MT  0.99994972   +1 36 06.1
 FW1267;SPC VA S     - 3,729,451.69 12,248,018.18   sFT  0.99994972   +1 36 06.1
 FW1267;UTM  18      - 4,154,696.266   423,935.271   MT  0.99967127   -0 31 28.5
 FW1267
 FW1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1267!SPC VA S     -   1.00000453  x   0.99994972  =   0.99995425
 FW1267!UTM  18      -   1.00000453  x   0.99967127  =   0.99967579
 FW1267
 FW1267:                Primary Azimuth Mark                     Grid Az
 FW1267:SPC VA S     -  WARDTOWN 1953                            267 49 41.7
 FW1267:UTM  18      -  WARDTOWN 1953                            269 57 16.3
 FW1267
 FW1267|---------------------------------------------------------------------|
 FW1267| PID    Reference Object                     Distance      Geod. Az  |
 FW1267|                                                           dddmmss.s |
 FW1267| FW1291 WARDTOWN 1953                       APPROX. 1.3 KM 2692547.8 |
 FW1267|---------------------------------------------------------------------|
 FW1267
 FW1267                          SUPERSEDED SURVEY CONTROL
 FW1267
 FW1267  NAD 83(1993)-  37 32 10.01673(N)    075 51 39.50202(W) AD(       ) 3
 FW1267  NAD 83(1986)-  37 32 10.01486(N)    075 51 39.50480(W) AD(       ) 3
 FW1267  NAD 27      -  37 32 09.53400(N)    075 51 40.74800(W) AD(       ) 3
 FW1267
 FW1267.Superseded values are not recommended for survey control.
 FW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1267.See file dsdata.txt to determine how the superseded data were derived.
 FW1267
 FW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2393554696(NAD 83)
 FW1267_MARKER: DS = TRIANGULATION STATION DISK
 FW1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1267+STABILITY: SURFACE MOTION
 FW1267
 FW1267  HISTORY     - Date     Condition        Report By
 FW1267  HISTORY     - 1953     MONUMENTED       CGS
 FW1267
 FW1267                          STATION DESCRIPTION
 FW1267
 FW1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1267'STATION IS LOCATED ON THE S SIDE OF THE HIGHWAY LEADING
 FW1267'FROM EXMORE TO SILVER BEACH, JUST E OF THE PARKING LOT FOR
 FW1267'THE EBONEZAR CHURCH, 88.0 FT. W OF POWER POLE 63, 80.3 FT. E
 FW1267'OF POWER POLE 480, 158.9 FT. E OF THE CHIMNEY ON THE E SIDE
 FW1267'OF THE CHURCH BUILDING, 33.8 FT. S OF THE CENTERLINE OF THE
 FW1267'HIGHWAY, AND 11.3 FT. E OF THE E MOST 16 IN. PINE TREE IN AN
 FW1267'ISOLATED GROUP OF SIX PINE TREES.  IT IS A STANDARD DISK,
 FW1267'STAMPED CHURCH 1953 AND SET IN THE TOP OF A PYRAMIDAL SHAPED
 FW1267'CONCRETE MONUMENT, 3 FT. LONG, 8 IN. SQUARE AT THE TOP, 12
 FW1267'IN. SQUARE AT THE BOTTOM, FLUSH WITH THE GROUND.
 FW1267'
 FW1267'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FW1267'13 AND VA. ROUTE 183 IN EXMORE, GO W ON ROUTE 183 FOR 2.5 MI. TO
 FW1267'THE CHURCH AND THE STATION ON THE LEFT.
 FW1267'
 FW1267'STATION WARDTOWN IS 1299.615 M. (4263.83 FT.) S 87 DEG
 FW1267'50 MIN W.
 FW1267'
 FW1267'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7008 ***********************************************************************
 HV7008  DESIGNATION -  CHURCH B 1932
 HV7008  PID         -  HV7008
 HV7008  STATE/COUNTY-  VA/WESTMORELAND
 HV7008  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7008
 HV7008                         *CURRENT SURVEY CONTROL
 HV7008  ___________________________________________________________________
 HV7008* NAD 83(1993)-  38 12 31.47309(N)    076 57 10.01105(W)     ADJUSTED  
 HV7008* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HV7008  ___________________________________________________________________
 HV7008  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HV7008  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HV7008
 HV7008  HORZ ORDER  -  THIRD
 HV7008
 HV7008.The horizontal coordinates were established by classical geodetic methods
 HV7008.and adjusted by the National Geodetic Survey in November 1994..
 HV7008
 HV7008.The orthometric height was scaled from a topographic map.
 HV7008
 HV7008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7008
 HV7008.The geoid height was determined by GEOID03.
 HV7008
 HV7008;                    North         East     Units Scale Factor Converg.
 HV7008;SPC VA N     - 2,061,311.059 3,635,499.975   MT  0.99997368   +0 57 56.3
 HV7008;SPC VA N     - 6,762,818.03 11,927,469.50   sFT  0.99997368   +0 57 56.3
 HV7008;SPC VA S     - 1,209,246.751 3,635,511.093   MT  1.00005315   +0 56 20.6
 HV7008;SPC VA S     - 3,967,337.05 11,927,505.98   sFT  1.00005315   +0 56 20.6
 HV7008;UTM  18      - 4,230,778.345   329,030.327   MT  0.99996001   -1 12 29.3
 HV7008
 HV7008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7008!SPC VA N     -   1.00000452  x   0.99997368  =   0.99997820
 HV7008!SPC VA S     -   1.00000452  x   1.00005315  =   1.00005767
 HV7008!UTM  18      -   1.00000452  x   0.99996001  =   0.99996453
 HV7008
 HV7008|---------------------------------------------------------------------|
 HV7008| PID    Reference Object                     Distance      Geod. Az  |
 HV7008|                                                           dddmmss.s |
 HV7008| HV7006 BOUNDARY MONUMENT 26 1929           337.312 METERS 09838     |
 HV7008| HV7016 MATTOX 1932                         APPROX. 0.9 KM 2405842.0 |
 HV7008|---------------------------------------------------------------------|
 HV7008
 HV7008                          SUPERSEDED SURVEY CONTROL
 HV7008
 HV7008  NAD 83(1993)-  38 12 31.47285(N)    076 57 10.01767(W) AD(       ) 3
 HV7008  NAD 83(1986)-  38 12 31.47369(N)    076 57 10.02683(W) AD(       ) 3
 HV7008  NAD 27      -  38 12 31.00000(N)    076 57 11.12100(W) AD(       ) 3
 HV7008
 HV7008.Superseded values are not recommended for survey control.
 HV7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7008.See file dsdata.txt to determine how the superseded data were derived.
 HV7008
 HV7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2903030778(NAD 83)
 HV7008_MARKER: Z = SEE DESCRIPTION
 HV7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7008+STABILITY: SURFACE MOTION
 HV7008
 HV7008  HISTORY     - Date     Condition        Report By
 HV7008  HISTORY     - 1932     MONUMENTED       VACF
 HV7008  HISTORY     - 1942     GOOD             CGS
 HV7008  HISTORY     - 1954     GOOD             CGS
 HV7008  HISTORY     - 1961     GOOD             CGS
 HV7008  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7008  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 HV7008
 HV7008                          STATION DESCRIPTION
 HV7008
 HV7008'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV7008'STATION IS 5 YARDS FROM EDGE OF BLUFF ACROSS THE FIELD FROM
 HV7008'STATION CHURCH (MD. AND VA. B.M. NO. 26) AND NEAR A BUNGALOW,
 HV7008'ACCESSIBLE FROM THE SW END OF THE BLUFF.
 HV7008'
 HV7008'MARKED BY A 5-FOOT SECTION OF 1 1/4-INCH GALVANIZED-IRON PIPE SET
 HV7008'INTO A BLOCK OF CONCRETE.
 HV7008
 HV7008                          STATION RECOVERY (1942)
 HV7008
 HV7008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7008'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER AT THE
 HV7008'MOUTH OF MATTOX CREEK ON CHURCH POINT, 200 FEET NE OF A WHITE
 HV7008'COTTAGE, ABOUT 5 YARDS FROM THE EDGE OF BLUFF, 12.8 METERS W OF
 HV7008'THE FIRE LINE, AND 21.5 METERS E OF A GROUP OF 3 CEDAR TREES ON
 HV7008'THE FRONT LAWN OF THE WHITE COTTAGE.
 HV7008'
 HV7008'THE STATION IS MARKED BY A 5-FOOT SECTION OF 1 1/4-INCH
 HV7008'GALVANIZED-IRON PIPE, SET INTO A CYLINDRICAL BLOCK OF CONCRETE,
 HV7008'WHICH EXTENDS ABOUT 8 INCHES ABOVE THE GROUND.  THE STATION IS IN
 HV7008'GOOD CONDITION.
 HV7008'
 HV7008'TO REACH THE STATION FROM OAK GROVE EPISCOPAL CHURCH, GO E 1.2
 HV7008'MILES TO A ROAD INTERSECTION, TURN LEFT AT THE INTERSECTION, AND
 HV7008'GO 1.6 MILES NE TO A T-INTERSECTION, TAKE THE RIGHT FORK AND
 HV7008'CONTINUE NE FOR 1.2 MILES TO A WHITE COTTAGE OVERLOOKING MATTOX
 HV7008'CREEK, THEN 200 FEET NE TO THE STATION.
 HV7008
 HV7008                          STATION RECOVERY (1954)
 HV7008
 HV7008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7008'THE STATION WAS RECOVERED AS DESCRIBED IN 1932.
 HV7008'
 HV7008'A NEW TO REACH FOLLOWS.
 HV7008'
 HV7008'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 205 IN OAK
 HV7008'GROVE, GO EAST AND SOUTH ON HIGHWAY 3 FOR 1.1 MILES TO A GRAVELED
 HV7008'T-ROAD LEFT AT SIGN HARBOR VIEW COLONY, TURN LEFT ON ROAD NO. 664
 HV7008'FOR 1.5 MILES TO A T-INTERSECTION.  TURN RIGHT EAST AND NORTHEAST
 HV7008'FOR 0.2 MILE TO FORKS, TAKE RIGHT FORK EAST AND NORTH FOR 0.5
 HV7008'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE,
 HV7008'THEN LEFT (NORTH) PASSING TO THE LEFT OF A WHITE HOUSE.  THENCE
 HV7008'THROUGH A WIRE GATE FOR ABOUT 0.15 MILE TO A BOARD GATE JUST EAST
 HV7008'OF TWO SMALL WHITE BUILDINGS AND THE END OF TRUCK TRAVEL.  HERE
 HV7008'FOLLOW THE WHITE BOARD FENCE EAST THEN NORTH FOR ABOUT 100 YARDS
 HV7008'TO THE END OF FENCE, THENCE RIGHT ALONG A WIRE FENCE FOR 5 PACES
 HV7008'TO THE MARK.
 HV7008
 HV7008                          STATION RECOVERY (1961)
 HV7008
 HV7008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7008'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS AS
 HV7008'DESCRIBED BY D.A.J. IN 1954 AND IS LOCATED ABOUT TWO FEET INTO THE
 HV7008'BRUSH.
 HV7008
 HV7008                          STATION RECOVERY (1998)
 HV7008
 HV7008'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7008'MARK NOT FOUND.
 HV7008
 HV7008                          STATION RECOVERY (2003)
 HV7008
 HV7008'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6897 ***********************************************************************
 HV6897  DESIGNATION -  CHURCH MARSH USE 1932
 HV6897  PID         -  HV6897
 HV6897  STATE/COUNTY-  VA/WESTMORELAND
 HV6897  USGS QUAD   -  MACHODOC (1982)
 HV6897
 HV6897                         *CURRENT SURVEY CONTROL
 HV6897  ___________________________________________________________________
 HV6897* NAD 83(1993)-  38 07 01.95950(N)    076 38 24.18101(W)     ADJUSTED  
 HV6897* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6897  ___________________________________________________________________
 HV6897  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 HV6897  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 HV6897
 HV6897  HORZ ORDER  -  THIRD
 HV6897
 HV6897.The horizontal coordinates were established by classical geodetic methods
 HV6897.and adjusted by the National Geodetic Survey in November 1994..
 HV6897
 HV6897.The orthometric height was scaled from a topographic map.
 HV6897
 HV6897.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6897
 HV6897.The geoid height was determined by GEOID03.
 HV6897
 HV6897;                    North         East     Units Scale Factor Converg.
 HV6897;SPC VA N     - 2,051,661.618 3,663,090.204   MT  0.99998626   +1 09 39.0
 HV6897;SPC VA N     - 6,731,159.83 12,017,988.44   sFT  0.99998626   +1 09 39.0
 HV6897;SPC VA S     - 1,199,582.607 3,663,098.098   MT  1.00003094   +1 07 43.9
 HV6897;SPC VA S     - 3,935,630.60 12,018,014.34   sFT  1.00003094   +1 07 43.9
 HV6897;UTM  18      - 4,220,090.256   356,232.731   MT  0.99985456   -1 00 45.1
 HV6897
 HV6897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6897!SPC VA N     -   1.00000524  x   0.99998626  =   0.99999150
 HV6897!SPC VA S     -   1.00000524  x   1.00003094  =   1.00003618
 HV6897!UTM  18      -   1.00000524  x   0.99985456  =   0.99985980
 HV6897
 HV6897:                Primary Azimuth Mark                     Grid Az
 HV6897:SPC VA N     -  B USE 1932                               008 08 08.5
 HV6897:SPC VA S     -  B USE 1932                               008 10 03.6
 HV6897:UTM  18      -  B USE 1932                               010 18 32.6
 HV6897
 HV6897|---------------------------------------------------------------------|
 HV6897| PID    Reference Object                     Distance      Geod. Az  |
 HV6897|                                                           dddmmss.s |
 HV6897| HV6889 B USE 1932                          APPROX. 0.5 KM 0091747.5 |
 HV6897| HV6899 FRANKLIN 1932                       391.538 METERS 06328     |
 HV6897| HV6909 NOGGIN 1932                         345.624 METERS 18238     |
 HV6897| HV6911 PLUM USE 1932                       APPROX. 0.7 KM 3513732.1 |
 HV6897|---------------------------------------------------------------------|
 HV6897
 HV6897                          SUPERSEDED SURVEY CONTROL
 HV6897
 HV6897  NAD 83(1993)-  38 07 01.95832(N)    076 38 24.18524(W) AD(       ) 3
 HV6897  NAD 83(1986)-  38 07 01.95939(N)    076 38 24.19718(W) AD(       ) 3
 HV6897  NAD 27      -  38 07 01.50600(N)    076 38 25.34300(W) AD(       ) 3
 HV6897
 HV6897.Superseded values are not recommended for survey control.
 HV6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6897.See file dsdata.txt to determine how the superseded data were derived.
 HV6897
 HV6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5623320090(NAD 83)
 HV6897_MARKER: Z = SEE DESCRIPTION
 HV6897_SETTING: 0 = UNSPECIFIED SETTING
 HV6897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6897
 HV6897  HISTORY     - Date     Condition        Report By
 HV6897  HISTORY     - 1932     MONUMENTED       USE
 HV6897  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6897  HISTORY     - 1957     GOOD             CGS
 HV6897  HISTORY     - 1961     GOOD             CGS
 HV6897  HISTORY     - 20030313 POOR             USPSQD
 HV6897
 HV6897                          STATION DESCRIPTION
 HV6897
 HV6897'DESCRIBED BY US ENGINEERS 1932
 HV6897'STATION IS ON SANDY RIDGE ON LOW MARSHY POINT SURROUNDED BY SALT
 HV6897'WATER BUSHES.  POINT IS KNOWN AS CHURCH POINT LOCALLY.
 HV6897'
 HV6897'MARKED BY A 4-INCH CAST-IRON PIPE FILLED WITH CEMENT.  A U.S.E.
 HV6897'BRASS MARKER.
 HV6897'
 HV6897'INSTRUMENT ON LOW STAND, 5 FEET ABOVE TOP OF MARKER.
 HV6897
 HV6897                          STATION RECOVERY (1942)
 HV6897
 HV6897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6897'THE STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR ONE HOUR,
 HV6897'BUT NO TRACE OF THIS STATION COULD BE FOUND.  IT IS RECOMMENDED
 HV6897'THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6897
 HV6897                          STATION RECOVERY (1957)
 HV6897
 HV6897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6897'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6897'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITIONS--
 HV6897'
 HV6897'THE STATION IS ABOUT 1800 FEET SOUTH OF THE TIDWELL GENERAL STORE
 HV6897'AND POST OFFICE AND ABOUT 300 FEET EAST OF A CHURCH. IT IS 173.0
 HV6897'FEET NORTH OF TIP OF MARSH POINT, 39.0 FEET EAST MEAN HIGH-WATER
 HV6897'LINE AND 3.0 FEET WEST OF MEAN HIGH-WATER LINE.  THE STATION IS
 HV6897'STAMPED USED 271 AND PROJECTS 18 INCHES ABOVE THE GROUND.
 HV6897
 HV6897                          STATION RECOVERY (1961)
 HV6897
 HV6897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6897'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6897'DESCRIPTION WITH ADDITIONS BY W.F.D. IN 1957 IS ADEQUATE AND COMPLETE.
 HV6897
 HV6897                          STATION RECOVERY (2003)
 HV6897
 HV6897'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6897'4 INCH PIPE HAS RUSTED OFF. STATION IN 2 INCHES OF WATER AND IS 4 FEET
 HV6897'OFF SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0870 ***********************************************************************
 FX0870  DESIGNATION -  CHURCH RM 2
 FX0870  PID         -  FX0870
 FX0870  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0870  USGS QUAD   -  SUFFOLK (1997)
 FX0870
 FX0870                         *CURRENT SURVEY CONTROL
 FX0870  ___________________________________________________________________
 FX0870* NAD 83(1993)-  36 44 03.27452(N)    076 35 52.22749(W)     ADJUSTED  
 FX0870* NAVD 88     -        12.956  (meters)      42.51   (feet)  ADJUSTED  
 FX0870  ___________________________________________________________________
 FX0870  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 FX0870  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX0870  DYNAMIC HT  -          12.946 (meters)      42.47  (feet)  COMP
 FX0870  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 FX0870
 FX0870  HORZ ORDER  -  SECOND
 FX0870  VERT ORDER  -  FIRST     CLASS II
 FX0870
 FX0870.The horizontal coordinates were established by classical geodetic methods
 FX0870.and adjusted by the National Geodetic Survey in September 1995..
 FX0870
 FX0870.The orthometric height was determined by differential leveling
 FX0870.and adjusted by the National Geodetic Survey in June 1991..
 FX0870
 FX0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0870
 FX0870.The geoid height was determined by GEOID03.
 FX0870
 FX0870.The dynamic height is computed by dividing the NAVD 88
 FX0870.geopotential number by the normal gravity value computed on the
 FX0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0870.degrees latitude (g = 980.6199 gals.).
 FX0870
 FX0870.The modeled gravity was interpolated from observed gravity values.
 FX0870
 FX0870;                    North         East     Units Scale Factor Converg.
 FX0870;SPC VA S     - 1,046,202.490 3,669,891.318   MT  1.00000604   +1 09 16.1
 FX0870;SPC VA S     - 3,432,416.00 12,040,301.77   sFT  1.00000604   +1 09 16.1
 FX0870;UTM  18      - 4,066,581.742   357,331.829   MT  0.99985076   -0 57 21.0
 FX0870
 FX0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0870!SPC VA S     -   1.00000365  x   1.00000604  =   1.00000969
 FX0870!UTM  18      -   1.00000365  x   0.99985076  =   0.99985441
 FX0870
 FX0870:                Primary Azimuth Mark                     Grid Az
 FX0870:SPC VA S     -  SUFFOLK RADIO MAST STA WLPM              032 12 30.5
 FX0870:UTM  18      -  SUFFOLK RADIO MAST STA WLPM              034 19 07.6
 FX0870
 FX0870|---------------------------------------------------------------------|
 FX0870| PID    Reference Object                     Distance      Geod. Az  |
 FX0870|                                                           dddmmss.s |
 FX0870| FX4022 SUFFOLK RADIO MAST STA WLPM         APPROX. 2.2 KM 0332146.6 |
 FX0870| FX4045 SUFFOLK NANSEMOND LOT               APPROX. 3.7 KM 0894140.6 |
 FX0870| FX4430 SUFFOLK RESET                       APPROX. 1.8 KM 0915312.1 |
 FX0870| FX0869 CHURCH RM 3                          49.746 METERS 09222     |
 FX0870| FX4046 SUFFOLK WEST END BAPTIST CH         APPROX. 0.8 KM 1313357.8 |
 FX0870| FX4044 SUFFOLK COLUMBIAN PEANUT CO TK      APPROX. 2.4 KM 1375202.9 |
 FX0870| FX0871 CHURCH=V 9                           21.010 METERS 25146     |
 FX0870|---------------------------------------------------------------------|
 FX0870
 FX0870                          SUPERSEDED SURVEY CONTROL
 FX0870
 FX0870  NAD 83(1986)-  36 44 03.28033(N)    076 35 52.25625(W) AD(       ) 2
 FX0870  NAD 27      -  36 44 02.74400(N)    076 35 53.43700(W) AD(       ) 2
 FX0870  NGVD 29 (??/??/92)   13.375  (m)           43.88   (f) ADJ UNCH    1 2
 FX0870
 FX0870.Superseded values are not recommended for survey control.
 FX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0870.See file dsdata.txt to determine how the superseded data were derived.
 FX0870
 FX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5733266582(NAD 83)
 FX0870_MARKER: DR = REFERENCE MARK DISK
 FX0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0870_STAMPING: CHURCH NO 2 1944
 FX0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0870+STABILITY: SURFACE MOTION
 FX0870
 FX0870  HISTORY     - Date     Condition        Report By
 FX0870  HISTORY     - 1944     MONUMENTED       CGS
 FX0870  HISTORY     - 1960     GOOD             CGS
 FX0870  HISTORY     - 1960     GOOD             NGS
 FX0870  HISTORY     - 1966     GOOD             CGS
 FX0870  HISTORY     - 1978     GOOD             NGS
 FX0870
 FX0870                          STATION DESCRIPTION
 FX0870
 FX0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX0870'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 FX0870'MARK COULD NOT BE FOUND.  TWO NEW REFERENCE MARKS, NOS. 2 AND 3,
 FX0870'WERE ESTABLISHED.  THE OLD STATION CANNOT BE OCCUPIED DUE TO
 FX0870'ITS PROXIMITY TO THE RAILROAD CUT AND MAY BE DESTROYED BY
 FX0870'EROSION IN THE FUTURE.  REFERENCE MARK 2 WAS OCCUPIED AND WILL
 FX0870'SERVE AS THE STATION IN THE FUTURE.
 FX0870'
 FX0870'REFERENCE MARK 2 IS ABOUT ONE MILE W OF THE VIRGINIAN RAILWAY
 FX0870'STATION AT SUFFOLK, ON THE FIRST CURVE W OF THE STATION, 10
 FX0870'FEET ABOVE THE BANK, 49 FEET N OF THE N RAIL OF SIDING.  IT IS
 FX0870'180 YARDS W OF THE RAILWAY WATER TANK, ON THE INTERSECTION OF
 FX0870'THE TANGENTS OF THE INSIDE RAIL OF THE MAIN TRACKS, AND 103
 FX0870'FEET ESE OF THE SE CORNER OF THE HOUSE OCCUPIED BY GEORGE
 FX0870'KNIGHTON.  IT IS A BRONZE REFERENCE DISK, STAMPED CHURCH 1944
 FX0870'NO 2, AND SET IN THE TOP OF A CONCRETE POST.  TO REACH FROM
 FX0870'THE INTERSECTION OF JORDAN AVENUE AND NORTH BROAD STREET IN
 FX0870'SUFFOLK, GO W ON JORDAN AVENUE FOR 0.3 MILE TO A STREET ON THE
 FX0870'LEFT AT THE NEGRO CHURCH, TURN LEFT AND GO 0.1 MILE TO THE
 FX0870'LAST HOUSE ON THE LEFT AND THE STATION.
 FX0870'
 FX0870'CHURCH 1918 IS WSW OF REFERENCE MARK 2, 30 FEET N AND 10 FEET
 FX0870'ABOVE THE N RAIL OF THE SIDING, 37.5 FEET ESE OF THE MOST SE OF A
 FX0870'GROUP OF PECAN TREES.  IT IS DIRECTLY BEHIND AN OUTHOUSE AND ON
 FX0870'LINE BETWEEN THE NEGRO CHURCH SPIRE AND THE CITY STANDPIPE.  IT
 FX0870'IS STAMPED CHURCH 1918 V9 V11 AND IS FLUSH WITH THE SURFACE OF
 FX0870'THE GROUND.
 FX0870'
 FX0870'REFERENCE MARK 3 IS E OF THE STATION, 2 FEET W OF THE FIRST
 FX0870'POWER-TRANSMISSION LINE POLE E OF THE STATION, 37 FEET N OF THE N
 FX0870'RAIL OF THE SIDING, AND 20 FEET SE OF THE SE CORNER OF THE HOUSE
 FX0870'OCCUPIED BY CLARA DOWDY.  IT IS A BRONZE REFERENCE DISK, STAMPED
 FX0870'CHURCH NO 3 1944 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FX0870'WITH THE GROUND.
 FX0870'
 FX0870'THIS CHURCH SPIRE WILL SERVE AS THE AZIMUTH MARK FROM R.M. 2.
 FX0870
 FX0870                          STATION RECOVERY (1960)
 FX0870
 FX0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX0870'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3
 FX0870'AND STATION CHURCH 1918 WERE RECOVERED IN GOOD CONDITION.  MANY
 FX0870'CHANGES IN THE AREA AND A NEW DESCRIPTION FOLLOWS--STATION IS
 FX0870'LOCATED ON THE NORTH BANK OF THE VIRGINIAN RAILROAD ABOUT 1 MILE
 FX0870'WEST OF THE SEABOARD AIR LINE RAILWAY DEPOT IN SUFFOLK AND IN THE
 FX0870'REAR OF HOUSE NO. 819 LINCOLN AVE.  IT IS 68.93 FEET EAST OF
 FX0870'STATION CHURCH 1918, ABOUT 200 FEET SOUTH OF ST PAUL BAPTIST
 FX0870'CHURCH, 50.5 FEET EAST OF THE SOUTHWEST CORNER AND 17.8 FEET
 FX0870'SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE HOUSE,
 FX0870'49 FEET NORTH OF THE NORTH RAIL OF THE SIDE TRACK AND 14.3
 FX0870'FEET SOUTH OF A LONE WALNUT TREE.  THE MARK PROJECTS ABOUT 2
 FX0870'INCHES AND THE DISK IS STAMPED CHURCH 1944 NO 2.
 FX0870'
 FX0870'CHURCH 1918 IS 77.0 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 FX0870'NO. 812, 42.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL
 FX0870'SHED, 37.5 FEET EAST OF A 24 INCH OAK TREE AND 3 FEET SOUTH OF A
 FX0870'FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FX0870'V 9 CHURCH 1918 V11.
 FX0870'
 FX0870'REFERENCE MARK NO. 3 IS 163.21 FEET EAST OF THE STATION.  IT IS
 FX0870'38.5 FEET NORTH OF THE NORTH RAIL OF THE SIDE TRACK, 26.5 FEET
 FX0870'SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE NO. 810 BELDEN STREET,
 FX0870'24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE SAME
 FX0870'HOUSE AND 9.5 FEET SOUTHWEST OF POWER POLE NO. 464-9.  THE MARK
 FX0870'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHURCH 1944 NO
 FX0870'3.
 FX0870
 FX0870                          STATION RECOVERY (1960)
 FX0870
 FX0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0870'AT SUFFOLK.
 FX0870'1.0 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0870'STATION AT SUFFOLK, ON THE OUTSIDE OF FIRST CURVE WEST OF
 FX0870'STATION, 100 YARDS NORTH OF S.A.L. RY. TRACK, 49 FEET NORTH OF
 FX0870'NORTH RAIL OF NORTH TRACK OF VIRGINIAN RAILWAY, 69 FEET EAST OF
 FX0870'BM V 9 = CHURCH, 146 YARDS WEST OF CROSSING OF THE VIRGINIAN
 FX0870'RAILWAY AND U.S. HIGHWAY 58, 10 FEET ABOVE LEVEL OF TRACK AND
 FX0870'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  ADDITIONAL
 FX0870'WITNESS POINTS ARE-- 17.8 FEET SOUTH OF THE SOUTHEAST CORNER
 FX0870'OF THE FENCE AROUND HOUSE NO. 819 LINCOLN AVE. SUFFOLK.
 FX0870
 FX0870                          STATION RECOVERY (1966)
 FX0870
 FX0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FX0870'STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1960 AND ALL MARKS
 FX0870'WERE FOUND TO BE IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 FX0870'ADEQUATE.
 FX0870
 FX0870                          STATION RECOVERY (1978)
 FX0870
 FX0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0869 ***********************************************************************
 FX0869  DESIGNATION -  CHURCH RM 3
 FX0869  PID         -  FX0869
 FX0869  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0869  USGS QUAD   -  SUFFOLK (1997)
 FX0869
 FX0869                         *CURRENT SURVEY CONTROL
 FX0869  ___________________________________________________________________
 FX0869* NAD 83(1986)-  36 44 04.     (N)    076 35 51.     (W)     SCALED    
 FX0869* NAVD 88     -        13.382  (meters)      43.90   (feet)  ADJUSTED  
 FX0869  ___________________________________________________________________
 FX0869  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX0869  DYNAMIC HT  -          13.372 (meters)      43.87  (feet)  COMP
 FX0869  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 FX0869
 FX0869  VERT ORDER  -  FIRST     CLASS II
 FX0869
 FX0869.The horizontal coordinates were scaled from a topographic map and have
 FX0869.an estimated accuracy of +/- 6 seconds.
 FX0869
 FX0869.The orthometric height was determined by differential leveling
 FX0869.and adjusted by the National Geodetic Survey in June 1991..
 FX0869
 FX0869.The geoid height was determined by GEOID03.
 FX0869
 FX0869.The dynamic height is computed by dividing the NAVD 88
 FX0869.geopotential number by the normal gravity value computed on the
 FX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0869.degrees latitude (g = 980.6199 gals.).
 FX0869
 FX0869.The modeled gravity was interpolated from observed gravity values.
 FX0869
 FX0869;                    North         East    Units  Estimated Accuracy
 FX0869;SPC VA S     - 1,046,230.    3,669,920.      MT  (+/- 180 meters Scaled)
 FX0869
 FX0869                          SUPERSEDED SURVEY CONTROL
 FX0869
 FX0869  NGVD 29 (??/??/92)   13.801  (m)           45.28   (f) ADJ UNCH    1 2
 FX0869
 FX0869.Superseded values are not recommended for survey control.
 FX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0869.See file dsdata.txt to determine how the superseded data were derived.
 FX0869
 FX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF573666(NAD 83)
 FX0869_MARKER: DR = REFERENCE MARK DISK
 FX0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0869_STAMPING: CHURCH NO 3 1944
 FX0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0869+STABILITY: SURFACE MOTION
 FX0869
 FX0869  HISTORY     - Date     Condition        Report By
 FX0869  HISTORY     - 1944     MONUMENTED       CGS
 FX0869  HISTORY     - 1960     GOOD             NGS
 FX0869  HISTORY     - 1978     GOOD             NGS
 FX0869
 FX0869                          STATION DESCRIPTION
 FX0869
 FX0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0869'AT SUFFOLK.
 FX0869'1.0 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0869'STATION AT SUFFOLK, AT THE OUTSIDE OF THE FIRST CURVE WEST OF
 FX0869'THE STATION, 100 YARDS NORTH OF MAIN TRACK OF S.A.L. RY, 53-1/2
 FX0869'FEET NORTH OF NORTH RAIL OF MAIN TRACK OF VIRGINIAN RAILWAY,
 FX0869'275 FEET WEST OF CENTER OF CROSSING OF THE VIRGINIAN RAILWAY
 FX0869'AND U.S. HIGHWAY 58, 38-1/2 FEET NORTH OF NORTH RAIL OF A SIDE
 FX0869'TRACK OF VIRGINIAN RAILWAY, 2 FEET EAST OF A BRANCH POWER LINE
 FX0869'POLE, 21 FEET EAST SOUTHEAST AND ACROSS AN ALLEY FROM THE
 FX0869'SOUTHWEST PORCH CORNER OF HOUSE NO. 105, 163 FEET EAST OF BM
 FX0869'CHURCH RM NO 2, 10 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF
 FX0869'A CONCRETE POST 1 INCH BELOW SURFACE OF GROUND.  ADDITIONAL
 FX0869'REFERENCE POINTS ARE-- 26.5 FEET SOUTHEAST OF THE NORTHEAST
 FX0869'CORNER AND 24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH
 FX0869'OF HOUSE NO. 810 BELDEN STREET, SUFFOLK.
 FX0869
 FX0869                          STATION RECOVERY (1978)
 FX0869
 FX0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2968 ***********************************************************************
 HV2968  DESIGNATION -  CHURCHILL
 HV2968  PID         -  HV2968
 HV2968  STATE/COUNTY-  VA/KING GEORGE
 HV2968  USGS QUAD   -  DAHLGREN (1983)
 HV2968
 HV2968                         *CURRENT SURVEY CONTROL
 HV2968  ___________________________________________________________________
 HV2968* NAD 83(1993)-  38 20 13.31375(N)    077 04 46.87743(W)     ADJUSTED  
 HV2968* NAVD 88     -        36.198  (meters)     118.76   (feet)  ADJUSTED  
 HV2968  ___________________________________________________________________
 HV2968  X           -   1,120,060.652 (meters)                     COMP
 HV2968  Y           -  -4,882,487.122 (meters)                     COMP
 HV2968  Z           -   3,934,857.712 (meters)                     COMP
 HV2968  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 HV2968  ELLIP HEIGHT-           3.00  (meters)          (04/27/05) GPS OBS
 HV2968  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HV2968  DYNAMIC HT  -          36.175 (meters)     118.68  (feet)  COMP
 HV2968  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 HV2968
 HV2968  HORZ ORDER  -  FIRST
 HV2968  VERT ORDER  -  FIRST     CLASS II
 HV2968  ELLP ORDER  -  FOURTH    CLASS I
 HV2968
 HV2968.The horizontal coordinates were established by GPS observations
 HV2968.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 HV2968
 HV2968.The orthometric height was determined by differential leveling
 HV2968.and adjusted by the National Geodetic Survey in June 1991..
 HV2968.WARNING-Repeat measurements at this control monument indicate possible
 HV2968.vertical movement.
 HV2968
 HV2968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2968
 HV2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2968
 HV2968.The ellipsoidal height was determined by GPS observations
 HV2968.and is referenced to NAD 83.
 HV2968
 HV2968.The geoid height was determined by GEOID03.
 HV2968
 HV2968.The dynamic height is computed by dividing the NAVD 88
 HV2968.geopotential number by the normal gravity value computed on the
 HV2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2968.degrees latitude (g = 980.6199 gals.).
 HV2968
 HV2968.The modeled gravity was interpolated from observed gravity values.
 HV2968
 HV2968;                    North         East     Units Scale Factor Converg.
 HV2968;SPC VA N     - 2,075,369.544 3,624,166.507   MT  0.99996030   +0 53 11.2
 HV2968;SPC VA N     - 6,808,941.58 11,890,286.28   sFT  0.99996030   +0 53 11.2
 HV2968;SPC MD       -    74,416.483   393,032.990   MT  0.99999376   -0 03 00.1
 HV2968;SPC MD       -   244,148.08  1,289,475.73   sFT  0.99999376   -0 03 00.1
 HV2968;UTM  18      - 4,245,257.117   318,238.454   MT  1.00000688   -1 17 25.3
 HV2968
 HV2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2968!SPC VA N     -   0.99999953  x   0.99996030  =   0.99995983
 HV2968!SPC MD       -   0.99999953  x   0.99999376  =   0.99999329
 HV2968!UTM  18      -   0.99999953  x   1.00000688  =   1.00000641
 HV2968
 HV2968:                Primary Azimuth Mark                     Grid Az
 HV2968:SPC VA N     -  212 MLS                                  044 52 30.0
 HV2968:SPC MD       -  212 MLS                                  045 48 41.3
 HV2968:UTM  18      -  212 MLS                                  047 03 06.5
 HV2968
 HV2968|---------------------------------------------------------------------|
 HV2968| PID    Reference Object                     Distance      Geod. Az  |
 HV2968|                                                           dddmmss.s |
 HV2968| HV2967 212 MLS                                            0454541.2 |
 HV2968| DC6133 CHURCHILL A POINT                                  2385034.8 |
 HV2968|---------------------------------------------------------------------|
 HV2968
 HV2968                          SUPERSEDED SURVEY CONTROL
 HV2968
 HV2968  NAD 83(1993)-  38 20 13.31524(N)    077 04 46.87587(W) AD(       ) 2
 HV2968  NAD 83(1993)-  38 20 13.31605(N)    077 04 46.88136(W) AD(       ) 2
 HV2968  NAD 83(1986)-  38 20 13.31423(N)    077 04 46.89138(W) AD(       ) 2
 HV2968  NAD 27      -  38 20 12.85641(N)    077 04 47.97619(W) AD(       ) 2
 HV2968  NAVD 88 (04/27/05)   36.20   (m)          118.8    (f) LEVELING    3  
 HV2968  NGVD 29 (05/17/90)   36.434  (m)          119.53   (f) ADJUSTED    1 2
 HV2968
 HV2968.Superseded values are not recommended for survey control.
 HV2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2968.See file dsdata.txt to determine how the superseded data were derived.
 HV2968
 HV2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1823845257(NAD 83)
 HV2968_MARKER: DS = TRIANGULATION STATION DISK
 HV2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2968_SP_SET: CONCRETE POST
 HV2968_STAMPING: CHURCHILL 1974
 HV2968_MARK LOGO: NGS   
 HV2968_PROJECTION: FLUSH
 HV2968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2968+STABILITY: SURFACE MOTION
 HV2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2968+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HV2968
 HV2968  HISTORY     - Date     Condition        Report By
 HV2968  HISTORY     - 1974     MONUMENTED       NGS
 HV2968  HISTORY     - 1974     GOOD             NGS
 HV2968  HISTORY     - 1987     GOOD             NGS
 HV2968  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 HV2968  HISTORY     - 20031209 GOOD             USPSQD
 HV2968  HISTORY     - 20050315 GOOD             GEOMET
 HV2968
 HV2968                          STATION DESCRIPTION
 HV2968
 HV2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HV2968'NO REFERENCE MARKS ESTABLISHED.
 HV2968'
 HV2968'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF COLONIAL BEACH AND
 HV2968'2 MILES WEST OF DAHLGREN AND IS ON PROPERTY OWNED BY MR. CHURCHILL
 HV2968'IN DAHLGREN VIRGINIA.
 HV2968'
 HV2968'TO REACH THE STATION FROM THE POST OFFICE IN DAHLGREN, GO WEST ON
 HV2968'STATE HIGHWAY 206 FOR 1.8 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 HV2968'301, AND THE AZIMUTH MARK IN THE SOUTHWEST QUADRANT OF THE
 HV2968'INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 301 FOR
 HV2968'0.5 MILE TO THE INTERSECTION OF STATE HIGHWAY 218.  TURN LEFT AND
 HV2968'GO SOUTH ON STATE HIGHWAY 218 FOR 0.05 MILE TO A SIDE ROAD ON THE
 HV2968'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.15 MILE TO A
 HV2968'NEW HOUSE, TURN LEFT AND GO NORTHERLY FOR 0.05 MILE TO AN OLD
 HV2968'HOUSE AND THE STATION JUST NORTH OF THE OLD HOUSE.
 HV2968'
 HV2968'STATION MARKS, ARE STANDARD DISKS STAMPED CHURCHILL 1974.  THE
 HV2968'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HV2968'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 170
 HV2968'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD HOUSE, 85 FEET
 HV2968'SOUTH OF THE SOUTH ROW OF PINETREES AND 2 FEET EAST OF THE EDGE
 HV2968'OF A FIELD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HV2968'IRREGULAR MASS OF CONCRETE WHICH IS 38 INCHES BELOW THE GROUND
 HV2968'SURFACE.
 HV2968'
 HV2968'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HV2968'STAMPED 212 MLS 1967 31, IS SET IN THE TOP OF A 6-INCH SQUARE
 HV2968'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HV2968'IS 64 FEET NORTH OF THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE
 HV2968'OF U.S.  HIGHWAY 301, 40 FEET WEST OF THE APPROXIMATE CENTER OF
 HV2968'STATE HIGHWAY 206 AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HV2968'
 HV2968'NEAREST TOWN--DAHLGREN.
 HV2968'
 HV2968'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 HV2968
 HV2968                          STATION RECOVERY (1974)
 HV2968
 HV2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2968'2 MI W FROM DAHLGREN.
 HV2968'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 206 FROM THE POST OFFICE
 HV2968'IN DAHLGREN, THENCE SOUTHWEST ALONG STATE HIGHWAY 301 FOR 0.3
 HV2968'MILE, THENCE 0.1 MILE SOUTHEAST ACROSS FIELD, 170 FEET NORTHEAST
 HV2968'OF THE NORTHEAST CORNER OF AN OLD HOUSE, 85 FEET SOUTH OF THE
 HV2968'SOUTH ROW OF PINE TREES, 2 FEET EAST OF THE EDGE OF A FIELD
 HV2968'AND FLUSH WITH THE GROUND.  IT IS A STANDARD TRIANGULATION
 HV2968'STATION DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HV2968'MONUMENT.
 HV2968
 HV2968                          STATION RECOVERY (1987)
 HV2968
 HV2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HV2968'RECOVERED IN GOOD CONDITION.
 HV2968
 HV2968                          STATION RECOVERY (1998)
 HV2968
 HV2968'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2968'MARK NOT FOUND.
 HV2968
 HV2968                          STATION RECOVERY (2003)
 HV2968
 HV2968'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2968'RECOVERED IN GOOD CONDITION.
 HV2968
 HV2968                          STATION RECOVERY (2005)
 HV2968
 HV2968'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 HV2968'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0871 ***********************************************************************
 FX0871  DESIGNATION -  CHURCH=V 9
 FX0871  PID         -  FX0871
 FX0871  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0871  USGS QUAD   -  SUFFOLK (1997)
 FX0871
 FX0871                         *CURRENT SURVEY CONTROL
 FX0871  ___________________________________________________________________
 FX0871* NAD 83(1993)-  36 44 03.06135(N)    076 35 53.03180(W)     ADJUSTED  
 FX0871* NAVD 88     -        12.460  (meters)      40.88   (feet)  ADJUSTED  
 FX0871  ___________________________________________________________________
 FX0871  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 FX0871  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX0871  DYNAMIC HT  -          12.450 (meters)      40.85  (feet)  COMP
 FX0871  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 FX0871
 FX0871  HORZ ORDER  -  SECOND
 FX0871  VERT ORDER  -  FIRST     CLASS II
 FX0871
 FX0871.The horizontal coordinates were established by classical geodetic methods
 FX0871.and adjusted by the National Geodetic Survey in September 1995..
 FX0871
 FX0871.The orthometric height was determined by differential leveling
 FX0871.and adjusted by the National Geodetic Survey in June 1991..
 FX0871
 FX0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0871
 FX0871.The geoid height was determined by GEOID03.
 FX0871
 FX0871.The dynamic height is computed by dividing the NAVD 88
 FX0871.geopotential number by the normal gravity value computed on the
 FX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0871.degrees latitude (g = 980.6199 gals.).
 FX0871
 FX0871.The modeled gravity was interpolated from observed gravity values.
 FX0871
 FX0871;                    North         East     Units Scale Factor Converg.
 FX0871;SPC VA S     - 1,046,195.518 3,669,871.498   MT  1.00000605   +1 09 15.6
 FX0871;SPC VA S     - 3,432,393.13 12,040,236.74   sFT  1.00000605   +1 09 15.6
 FX0871;UTM  18      - 4,066,575.506   357,311.769   MT  0.99985083   -0 57 21.5
 FX0871
 FX0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0871!SPC VA S     -   1.00000373  x   1.00000605  =   1.00000978
 FX0871!UTM  18      -   1.00000373  x   0.99985083  =   0.99985456
 FX0871
 FX0871|---------------------------------------------------------------------|
 FX0871| PID    Reference Object                     Distance      Geod. Az  |
 FX0871|                                                           dddmmss.s |
 FX0871| DC8165 CHURCH RM                            16.435 METERS 06012     |
 FX0871| FX4430 SUFFOLK RESET                       APPROX. 1.8 KM 0913925.5 |
 FX0871| FX4043 PIPE 1934                           390.611 METERS 19142     |
 FX0871|---------------------------------------------------------------------|
 FX0871
 FX0871                          SUPERSEDED SURVEY CONTROL
 FX0871
 FX0871  NAD 83(1986)-  36 44 03.06722(N)    076 35 53.06031(W) AD(       ) 2
 FX0871  NAD 27      -  36 44 02.53000(N)    076 35 54.24100(W) AD(       ) 2
 FX0871  NGVD 29 (??/??/92)   12.872  (m)           42.23   (f) ADJ UNCH    1 2
 FX0871
 FX0871.Superseded values are not recommended for survey control.
 FX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0871.See file dsdata.txt to determine how the superseded data were derived.
 FX0871
 FX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5731266576(NAD 83)
 FX0871_MARKER: DS = TRIANGULATION STATION DISK
 FX0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0871_STAMPING: V 9 CHURCH 1918 V11
 FX0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0871+STABILITY: SURFACE MOTION
 FX0871
 FX0871  HISTORY     - Date     Condition        Report By
 FX0871  HISTORY     - 1918     MONUMENTED       CGS
 FX0871  HISTORY     - 1932     GOOD             CGS
 FX0871  HISTORY     - 1934     GOOD             CGS
 FX0871  HISTORY     - 1936     GOOD             CGS
 FX0871  HISTORY     - 1944     GOOD             CGS
 FX0871  HISTORY     - 1944     GOOD             CGS
 FX0871  HISTORY     - 1954     GOOD             CGS
 FX0871  HISTORY     - 1960     GOOD             CGS
 FX0871  HISTORY     - 1960     GOOD             NGS
 FX0871  HISTORY     - 1966     GOOD             CGS
 FX0871  HISTORY     - 1978     GOOD             NGS
 FX0871
 FX0871                          STATION DESCRIPTION
 FX0871
 FX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX0871'STATION IS ABOUT 1 MILE W OF THE VIRGINIAN RAILWAY STATION AT
 FX0871'SUFFOLK, ON THE FIRST CURVE W OF THE STATION, ON TOP OF A BANK,
 FX0871'10 FEET ABOVE AND 15 YARDS N OF THE TRACK, DIRECTLY IN LINE WITH
 FX0871'A LINE OF TELEGRAPH POLES, ON LINE BETWEEN A CHURCH SPIRE AND
 FX0871'THE CITY STANDPIPE ACROSS THE TRACK, 190 YARDS W OF THE RAILROAD
 FX0871'WATER TANK, AND 25 YARDS S OF THE MOST S OF A GROUP OF CABINS
 FX0871'(NEGRO) AROUND A NEGRO CHURCH.
 FX0871'
 FX0871'THE UNDERGROUND MARK IS A NAIL SET IN CONCRETE.  SURFACE AND
 FX0871'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FX0871'POSTS.
 FX0871'
 FX0871'THE REFERENCE MARK IS 16.435 METERS (53.92 FEET) FROM THE
 FX0871'STATION N60 DEG 12 MIN E.
 FX0871
 FX0871                          STATION RECOVERY (1932)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX0871'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN
 FX0871'GOOD CONDITION.
 FX0871
 FX0871                          STATION RECOVERY (1934)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX0871'THE STATION IS A TRAVERSE STATION MARKED BY A BRONZE DISK SET IN
 FX0871'A SQUARE BLOCK OF CONCRETE.  IT IS LOCATED AT THE W END OF THE
 FX0871'CITY OF SUFFOLK ON THE N SIDE OF THE VIRGINIAN RAILWAY TRACKS.
 FX0871'IT IS ABOUT 10 FEET BACK FROM THE EDGE OF THE BANK AND ABOUT
 FX0871'200 YARDS ALMOST DIRECTLY S OF A WHITE CHURCH (NEGRO).
 FX0871'
 FX0871'STATION IS REACHED BY PASSING N OVER THE VIADUCT IN THE W END
 FX0871'OF THE TOWN AND TURNING LEFT JUST AFTERWARD.  THE CHURCH WILL BE
 FX0871'SEEN TO THE LEFT AFTER FOLLOWING THE WINDING GRAVEL ROAD FOR ABOUT
 FX0871'1/2 MILE.
 FX0871
 FX0871                          STATION RECOVERY (1936)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GDC)
 FX0871'RECOVERED AS DESCRIBED.
 FX0871'
 FX0871'STATION IS ON THE INTERSECTION OF THE TANGENTS OF THE INSIDE RAIL
 FX0871'OF THE MAIN TRACK OF THE VIRGINIAN RAILWAY.
 FX0871
 FX0871                          STATION RECOVERY (1944)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX0871'THIS CHURCH SPIRE WILL SERVE AS THE AZIMUTH MARK FROM R. M. 2.
 FX0871'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 FX0871'MARK COULD NOT BE FOUND.  TWO NEW REFERENCE MARKS, NOS. 2 AND 3,
 FX0871'WERE ESTABLISHED.  THE OLD STATION CANNOT BE OCCUPIED DUE TO ITS
 FX0871'PROXIMITY TO THE RAILROAD CUT AND MAY BE DESTROYED BY EROSION IN
 FX0871'THE FUTURE.
 FX0871'REFERENCE MARK 2 WAS OCCUPIED AND WILL SERVE AS THE STATION IN
 FX0871'THE FUTURE.
 FX0871'
 FX0871'REFERENCE MARK 2 IS ABOUT ONE MILE W OF THE VIRGINIAN RAILWAY
 FX0871'STATION AT SUFFOLK, ON THE FIRST CURVE W OF THE STATION, 10 FEET
 FX0871'ABOVE THE BANK, 49 FEET N OF THE N RAIL OF SIDING.  IT IS 180
 FX0871'YARDS W OF THE RAILWAY WATER TANK, ON THE INTERSECTION OF THE
 FX0871'TANGENTS OF THE INSIDE RAIL OF THE MAIN TRACKS, AND 103 FEET ESE
 FX0871'OF THE SE CORNER OF THE HOUSE OCCUPIED BY GEORGE KNIGHTON.  IT IS
 FX0871'A BRONZE REFERENCE DISK, STAMPED CHURCH 1944 NO 2, AND SET IN
 FX0871'THE TOP OF A CONCRETE POST.  TO REACH FROM THE INTERSECTION OF
 FX0871'JORDON AVENUE AND NORTH BROAD STREET ON THE LEFT AT THE NEGRO
 FX0871'CHURCH, TURN LEFT AND GO 0.1 MILE TO THE LAST HOUSE ON THE LEFT
 FX0871'AND THE STATION.
 FX0871'
 FX0871'CHURCH 1918 IS WSW OF REFERENCE MARK 2, 30 FEET N AND 10 FEET ABOVE
 FX0871'THE N RAIL OF THE SIDING, 37.5 FEET ESE OF THE MOST SE OF A GROUP
 FX0871'OF PECAN TREES.  IT IS DIRECTLY BEHIND AN OUTHOUSE AND ON LINE
 FX0871'BETWEEN THE NEGRO CHURCH SPIRE AND THE CITY STANDPIPE.  IT IS
 FX0871'STAMPED CHURCH 1918 V9 V11 AND IS FLUSH WITH THE SURFACE OF THE
 FX0871'GROUND.
 FX0871'
 FX0871'REFERENCE MARK 3 IS E OF THE STATION, 2 FEET W OF THE FIRST POWER-
 FX0871'TRANSMISSION LINE POLE E OF THE STATION, 37 FEET N OF THE N RAIL OF
 FX0871'THE SIDING, AND 20 FEET SE OF THE SE OF THE SE CORNER OF THE HOUSE
 FX0871'OCCUPIED BY CLARA DOWDY.  IT IS A BRONZE REFERENCE DISK, STAMPED
 FX0871'CHURCH NO 3 1944 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FX0871'THE GROUND.
 FX0871
 FX0871                          STATION RECOVERY (1944)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX0871'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FX0871'ADDITIONS AND DISCREPANCY--
 FX0871'
 FX0871'THE STATION IS 0.4 METERS S OF THE S SIDE OF AN OUTHOUSE AND
 FX0871'1.2 METERS N OF N EDGE OF BANK OF THE VIRGINIAN RAILWAY CUT.
 FX0871'
 FX0871'THE DISTANCE TO THE WHITE (NEGRO) CHURCH IS ABOUT 70 YARDS,
 FX0871'INSTEAD OF 200 YARDS AS DESCRIBED IN 1934 BY H.A.S.
 FX0871'
 FX0871'THE REFERENCE MARK WAS SEARCHED FOR BUT NOT FOUND.
 FX0871
 FX0871                          STATION RECOVERY (1954)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FX0871'REFERENCE-MARK, STAMPED CHURCH 1918 U 9 VII RECEIVED AT THIS OFFICE
 FX0871'14 OCTOBER 1954.  SENDER UNKNOWN.
 FX0871
 FX0871                          STATION RECOVERY (1960)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX0871'STATION AND REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED AS
 FX0871'DESCRIBED BY J.B.JR. IN 1944.  THERE ARE MANY CHANGES IN THE
 FX0871'WITNESS POINTS AND A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED
 FX0871'IN THE REAR OF 812 LINCOLN AVE., IN SUFFOLK ON THE NORTH BANK OF
 FX0871'THE VIRGINIAN RAILROAD ABOUT 1 MILE WEST OF THE SEABOARD AIR
 FX0871'LINE R.R. DEPOT.  IT IS 77.0 FEET SOUTH OF THE SOUTHWEST CORNER
 FX0871'OF HOUSE NO. 812, 42.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FX0871'METAL SHED, 37.5 FEET EAST OF A 24 INCH OAK TREE AND 3 FEET
 FX0871'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 FX0871'IS STAMPED V 9 CHURCH 1918 V11.
 FX0871'
 FX0871'REFERENCE MARK NO. 2 IS 68.93 FEET EAST OF THE STATION IN THE
 FX0871'REAR OF HOUSE NO. 819 LINCOLN AVE.  IT IS ABOUT 200 FEET SOUTH
 FX0871'OF ST. PAUL BAPTIST CHURCH, 50.5 FEET EAST OF THE SOUTHWEST CORNER
 FX0871'AND 17.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND
 FX0871'THE HOUSE, 49 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND
 FX0871'14.3 FEET SOUTH OF A LONE 6 INCH WALNUT TREE.  THE MARK
 FX0871'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CHURCH 1944 NO
 FX0871'2.
 FX0871'
 FX0871'REFERENCE MARK NO. 3 IS 163.21 FEET EAST OF REFERENCE MARK NO. 2.
 FX0871'IT IS 38.5 FEET NORTH OF THE NORTH RAIL OF THE SIDE TRACK, 26.5
 FX0871'FEET SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE NO. 810 BELDEN
 FX0871'STREET, 24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE
 FX0871'SAME HOUSE AND 9.5 FEET SOUTHWEST OF POWER POLE NO. 464-9.  THE
 FX0871'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHURCH
 FX0871'1944 NO 9.
 FX0871'
 FX0871'NOTE--THIS STATION IS ON THE EDGE OF THE RAILROAD CUT AND
 FX0871'REFERENCE MARK NO. 2 WAS OCCUPIED IN 1944 AND NOW SERVES AS THE
 FX0871'STATION.
 FX0871
 FX0871                          STATION RECOVERY (1960)
 FX0871
 FX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0871'AT SUFFOLK.
 FX0871'AT SUFFOLK, 1.0 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY
 FX0871'FROM THE STATION, AT THE FIRST CURVE WEST OF THE STATION, 100
 FX0871'YARDS NORTH OF SEABOARD AIR LINE RAILWAY, 169 YARDS WEST ALONG
 FX0871'THE VIRGINIAN RAILWAY FROM ITS GRADE CROSSING WITH U.S. HIGHWAY
 FX0871'58, 46 FEET NORTH OF NORTH RAIL OF MAIN TRACK OF VIRGINIAN
 FX0871'RAILWAY, 30 FEET NORTH OF NORTH RAIL OF A SIDE TRACK OF VIRGINIAN
 FX0871'RAILWAY, 8 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A
 FX0871'CONCRETE POST PROJECTING 3 INCHES.  IT IS IN THE REAR OF HOUSE
 FX0871'NO. 812 LINCOLN AVE, SUFFOLK.
 FX0871
 FX0871                          STATION RECOVERY (1966)
 FX0871
 FX0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FX0871'STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1960 AND ALL
 FX0871'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1960 DESCRIPTION
 FX0871'IS ADEQUATE.
 FX0871
 FX0871                          STATION RECOVERY (1978)
 FX0871
 FX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4913 ***********************************************************************
 GV4913  DESIGNATION -  CHUTE
 GV4913  PID         -  GV4913
 GV4913  STATE/COUNTY-  VA/NEW KENT
 GV4913  USGS QUAD   -  NEW KENT (1978)
 GV4913
 GV4913                         *CURRENT SURVEY CONTROL
 GV4913  ___________________________________________________________________
 GV4913* NAD 83(1993)-  37 33 27.44222(N)    076 57 38.83974(W)     ADJUSTED  
 GV4913* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4913  ___________________________________________________________________
 GV4913  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 GV4913  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV4913
 GV4913  HORZ ORDER  -  THIRD
 GV4913
 GV4913.The horizontal coordinates were established by classical geodetic methods
 GV4913.and adjusted by the National Geodetic Survey in November 1994..
 GV4913
 GV4913.The orthometric height was scaled from a topographic map.
 GV4913
 GV4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4913
 GV4913.The geoid height was determined by GEOID03.
 GV4913
 GV4913;                    North         East     Units Scale Factor Converg.
 GV4913;SPC VA S     - 1,136,974.971 3,635,988.069   MT  0.99995089   +0 56 03.1
 GV4913;SPC VA S     - 3,730,225.38 11,929,070.86   sFT  0.99995089   +0 56 03.1
 GV4913;UTM  18      - 4,158,541.014   326,810.233   MT  0.99996947   -1 11 43.8
 GV4913
 GV4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4913!SPC VA S     -   1.00000542  x   0.99995089  =   0.99995631
 GV4913!UTM  18      -   1.00000542  x   0.99996947  =   0.99997489
 GV4913
 GV4913:                Primary Azimuth Mark                     Grid Az
 GV4913:SPC VA S     -  GUM                                      031 10 06.2
 GV4913:UTM  18      -  GUM                                      033 17 53.1
 GV4913
 GV4913|---------------------------------------------------------------------|
 GV4913| PID    Reference Object                     Distance      Geod. Az  |
 GV4913|                                                           dddmmss.s |
 GV4913| GV4939 GUM                                 APPROX. 0.7 KM 0320609.3 |
 GV4913| DC9099 CHUTE RM 1                           28.308 METERS 29809     |
 GV4913|---------------------------------------------------------------------|
 GV4913
 GV4913                          SUPERSEDED SURVEY CONTROL
 GV4913
 GV4913  NAD 83(1986)-  37 33 27.44354(N)    076 57 38.85538(W) AD(       ) 3
 GV4913  NAD 27      -  37 33 26.91700(N)    076 57 39.97300(W) AD(       ) 3
 GV4913
 GV4913.Superseded values are not recommended for survey control.
 GV4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4913.See file dsdata.txt to determine how the superseded data were derived.
 GV4913
 GV4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2681058541(NAD 83)
 GV4913_MARKER: Z = SEE DESCRIPTION
 GV4913_SETTING: 0 = UNSPECIFIED SETTING
 GV4913
 GV4913  HISTORY     - Date     Condition        Report By
 GV4913  HISTORY     - 1912     MONUMENTED       CGS
 GV4913  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4913  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4913  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4913
 GV4913                          STATION DESCRIPTION
 GV4913
 GV4913'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4913'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4913'ABOUT 400 METERS ABOVE THE MOUTH OF CUMBERLAND THOROUGHFARE
 GV4913'4 METERS INSIDE OF LINE OF FLAGS GROWING ABOUT 60 METERS
 GV4913'BELOW A CREEK DRAINING SWAMP, 30 METERS OUT FROM WOOD LINE
 GV4913'ALL BARE AND A FOOT ABOVE LOW WATER, DEEP MUD.
 GV4913'
 GV4913'STATION IS MARKED BY A 4-INCH ASH STAKE 30 INCHES LONG, STANDING
 GV4913'3 INCHES ABOVE MUD.  NOT OTHERWISE MARKED.
 GV4913'
 GV4913'REFERENCE MARK IS A SPIKE IN A TRIANGLE CUT ON 12-INCH GUM,
 GV4913'ON AN OUTER POINT OF SERRATED SHORE, DISTANT 28.308 METERS ON
 GV4913'LINE 266 DEG 03 MIN 20 SEC TO RIGHT OF LINE TO STATION GUM.
 GV4913
 GV4913                          STATION RECOVERY (2000)
 GV4913
 GV4913'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4913'MARK NOT FOUND.
 GV4913
 GV4913                          STATION RECOVERY (2001)
 GV4913
 GV4913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4913
 GV4913                          STATION RECOVERY (2005)
 GV4913
 GV4913'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8371 ***********************************************************************
 HV8371  DESIGNATION -  CIA
 HV8371  PID         -  HV8371
 HV8371  STATE/COUNTY-  VA/FAIRFAX
 HV8371  USGS QUAD   -  FALLS CHURCH (1994)
 HV8371
 HV8371                         *CURRENT SURVEY CONTROL
 HV8371  ___________________________________________________________________
 HV8371* NAD 83(1993)-  38 56 37.55648(N)    077 08 42.02230(W)     ADJUSTED  
 HV8371* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 HV8371  ___________________________________________________________________
 HV8371  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 HV8371  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV8371
 HV8371  HORZ ORDER  -  SECOND
 HV8371
 HV8371.The horizontal coordinates were established by classical geodetic methods
 HV8371.and adjusted by the National Geodetic Survey in November 1994..
 HV8371
 HV8371.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8371
 HV8371.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8371
 HV8371.The geoid height was determined by GEOID03.
 HV8371
 HV8371;                    North         East     Units Scale Factor Converg.
 HV8371;SPC VA N     - 2,142,625.458 3,617,462.668   MT  0.99996456   +0 50 44.4
 HV8371;SPC VA N     - 7,029,597.02 11,868,292.10   sFT  0.99996456   +0 50 44.4
 HV8371;SPC MD       -   141,773.647   387,429.325   MT  0.99995055   -0 05 27.6
 HV8371;SPC MD       -   465,135.71  1,271,091.04   sFT  0.99995055   -0 05 27.6
 HV8371;UTM  18      - 4,312,724.012   314,104.007   MT  1.00002554   -1 20 55.1
 HV8371
 HV8371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8371!SPC VA N     -   0.99999224  x   0.99996456  =   0.99995680
 HV8371!SPC MD       -   0.99999224  x   0.99995055  =   0.99994279
 HV8371!UTM  18      -   0.99999224  x   1.00002554  =   1.00001778
 HV8371
 HV8371                          SUPERSEDED SURVEY CONTROL
 HV8371
 HV8371  NAD 83(1993)-  38 56 37.55554(N)    077 08 42.02411(W) AD(       ) 2
 HV8371  NAD 83(1986)-  38 56 37.55555(N)    077 08 42.03354(W) AD(       ) 2
 HV8371  NGVD 29 (01/12/90)   82.     (m)          269.     (f) VERT ANG       
 HV8371
 HV8371.Superseded values are not recommended for survey control.
 HV8371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8371.See file dsdata.txt to determine how the superseded data were derived.
 HV8371
 HV8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1410412724(NAD 83)
 HV8371_MARKER: DD = SURVEY DISK
 HV8371_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8371_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8371
 HV8371  HISTORY     - Date     Condition        Report By
 HV8371  HISTORY     - 1969     MONUMENTED       VA-059
 HV8371  HISTORY     - 1977     GOOD             VA-059
 HV8371
 HV8371                          STATION DESCRIPTION
 HV8371
 HV8371'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8371'THE STATION IS 1.6 MILES EAST NORTHEAST OF MCLEAN ON DOLLEY MADISON
 HV8371'BOULEVARD RIGHT NEAR ENTRANCE TO CENTRAL INTELLIGENCE AGENCY.
 HV8371'
 HV8371'TO REACH THE STATION FROM THE INTERSECTION OF CHAIN BRIDGE ROAD AND
 HV8371'DOLLEY MADISON BOULEVARD AT MCLEAN PROCEED EAST NORTHEAST ON DOLLEY
 HV8371'MADISON BOULEVARD 1.6 MILES TO SAVILLE LANE LEFT AND STATION,
 HV8371'APPROXIMATELY 600 FEET EAST OF CENTRAL INTELLIGENCE AGENCY ENTRANCE,
 HV8371'46 FEET SOUTHEAST OF C AND D POLE 135, 19.7 FEET SOUTH OF A VIRGINIA
 HV8371'DEPARTMENT OF HIGHWAYS MONUMENT, 14.0 FEET SOUTH OF THE SOUTH EDGE OF
 HV8371'A GRAVEL DRIVEWAY,SET IN A CONCRETE MASS.
 HV8371'
 HV8371'THE STATION IS A STANDARD FAIRFAX COUNTY DISK STAMPED---CIA 1969---.
 HV8371
 HV8371                          STATION RECOVERY (1977)
 HV8371
 HV8371'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8371'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DISTANCE FROM C AND P
 HV8371'POLE 135 TO THE STATION WAS REMEASURED AND FOUND TO BE 46.0 FT. ALL
 HV8371'OTHER INFORMATION FOUND IN THE ORIGINAL DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9374 ***********************************************************************
 HV9374  DESIGNATION -  CIA RESET
 HV9374  PID         -  HV9374
 HV9374  STATE/COUNTY-  VA/FAIRFAX
 HV9374  USGS QUAD   -  FALLS CHURCH (1994)
 HV9374
 HV9374                         *CURRENT SURVEY CONTROL
 HV9374  ___________________________________________________________________
 HV9374* NAD 83(1986)-  38 56 38.     (N)    077 08 44.     (W)     SCALED    
 HV9374* NAVD 88     -        81.894  (meters)     268.68   (feet)  ADJUSTED  
 HV9374  ___________________________________________________________________
 HV9374  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV9374  DYNAMIC HT  -          81.850 (meters)     268.54  (feet)  COMP
 HV9374  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 HV9374
 HV9374  VERT ORDER  -  THIRD
 HV9374
 HV9374.The horizontal coordinates were scaled from a topographic map and have
 HV9374.an estimated accuracy of +/- 6 seconds.
 HV9374
 HV9374.The orthometric height was determined by differential leveling
 HV9374.and adjusted by the National Geodetic Survey in September 2004..
 HV9374.No vertical observational check was made to the station.
 HV9374
 HV9374.The geoid height was determined by GEOID03.
 HV9374
 HV9374.The dynamic height is computed by dividing the NAVD 88
 HV9374.geopotential number by the normal gravity value computed on the
 HV9374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9374.degrees latitude (g = 980.6199 gals.).
 HV9374
 HV9374.The modeled gravity was interpolated from observed gravity values.
 HV9374
 HV9374;                    North         East    Units  Estimated Accuracy
 HV9374;SPC VA N     - 2,142,640.    3,617,420.      MT  (+/- 180 meters Scaled)
 HV9374
 HV9374                          SUPERSEDED SURVEY CONTROL
 HV9374
 HV9374.No superseded survey control is available for this station.
 HV9374
 HV9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ140127(NAD 83)
 HV9374_MARKER: DD = SURVEY DISK
 HV9374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9374_SP_SET: CONCRETE POST
 HV9374_STAMPING: CIA RESET 1987
 HV9374_MARK LOGO: VA-059
 HV9374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9374+STABILITY: SURFACE MOTION
 HV9374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9374+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9374
 HV9374  HISTORY     - Date     Condition        Report By
 HV9374  HISTORY     - 1987     MONUMENTED       VA-059
 HV9374  HISTORY     - 19920120 GOOD             MSI
 HV9374
 HV9374                          STATION DESCRIPTION
 HV9374
 HV9374'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9374'THE STATION IS LOCATED IN FAIRFAX COUNTY, VA.  IT IS ABOUT 0.7 MILES
 HV9374'(1.1 KM) NW FROM THE GEORGE WASHINGTON PARKWAY AT CHAIN BRIDGE ROAD,
 HV9374'2.9 MILES (4.7 KM) ESE FROM I 495 AT CHAIN BRIDGE ROAD AND 1.6 MILES
 HV9374'(2.6 KM) NNE FROM CHESTERBROOK.  TO REACH THE STATION FROM THE
 HV9374'INTERSECTION OF DOLLEY MADISON BOULEVARD (RTE 123) AND OLD DOMINION
 HV9374'DRIVE (RTE 309 EAST AND 738 WEST), PROCEED NE ON RTE 123 FOR 2.3
 HV9374'MILES (3.7 KM) TO THE STATION ON THE LEFT, JUST PAST THE ENTRANCE TO
 HV9374'THE CIA COMPLEX, IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3367 ***********************************************************************
 GY3367  DESIGNATION -  CINDY
 GY3367  PID         -  GY3367
 GY3367  STATE/COUNTY-  VA/BUCHANAN
 GY3367  USGS QUAD   -  PRATER (1977)
 GY3367
 GY3367                         *CURRENT SURVEY CONTROL
 GY3367  ___________________________________________________________________
 GY3367* NAD 83(1993)-  37 13 47.15513(N)    082 07 39.09707(W)     ADJUSTED  
 GY3367* NAVD 88     -       701.7    (meters)    2302.     (feet)  VERTCON   
 GY3367  ___________________________________________________________________
 GY3367  X           -     696,504.834 (meters)                     COMP
 GY3367  Y           -  -5,037,214.897 (meters)                     COMP
 GY3367  Z           -   3,838,132.710 (meters)                     COMP
 GY3367  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 GY3367  ELLIP HEIGHT-         670.60  (meters)          (09/08/95) GPS OBS
 GY3367  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY3367
 GY3367  HORZ ORDER  -  THIRD
 GY3367  ELLP ORDER  -  FOURTH    CLASS II
 GY3367
 GY3367.This mark is at Grundy Airport (GDY)
 GY3367
 GY3367.The horizontal coordinates were established by GPS observations
 GY3367.and adjusted by the National Geodetic Survey in December 1995..
 GY3367
 GY3367.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3367
 GY3367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3367
 GY3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3367
 GY3367.The ellipsoidal height was determined by GPS observations
 GY3367.and is referenced to NAD 83.
 GY3367
 GY3367.The geoid height was determined by GEOID03.
 GY3367
 GY3367;                    North         East     Units Scale Factor Converg.
 GY3367;SPC VA S     - 1,105,664.884 3,178,177.787   MT  0.99994828   -2 12 05.9
 GY3367;SPC VA S     - 3,627,502.21 10,427,071.62   sFT  0.99994828   -2 12 05.9
 GY3367;UTM  17      - 4,120,956.958   399,978.012   MT  0.99972324   -0 40 56.0
 GY3367
 GY3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3367!SPC VA S     -   0.99989478  x   0.99994828  =   0.99984306
 GY3367!UTM  17      -   0.99989478  x   0.99972324  =   0.99961804
 GY3367
 GY3367:                Primary Azimuth Mark                     Grid Az
 GY3367:SPC VA S     -  CINDY AZ MK                              041 01 19.3
 GY3367:UTM  17      -  CINDY AZ MK                              039 30 09.4
 GY3367
 GY3367|---------------------------------------------------------------------|
 GY3367| PID    Reference Object                     Distance      Geod. Az  |
 GY3367|                                                           dddmmss.s |
 GY3367| GY3370 CINDY AZ MK                         APPROX. 0.6 KM 0384913.4 |
 GY3367|---------------------------------------------------------------------|
 GY3367
 GY3367                          SUPERSEDED SURVEY CONTROL
 GY3367
 GY3367  NAD 83(1993)-  37 13 47.15533(N)    082 07 39.09726(W) AD(       ) 3
 GY3367  NAD 83(1986)-  37 13 47.17091(N)    082 07 39.11602(W) AD(       ) 3
 GY3367  NAD 27      -  37 13 46.77061(N)    082 07 39.62552(W) AD(       ) 3
 GY3367  NGVD 29 (03/22/89)  701.9    (m)         2303.     (f) GPS OBS        
 GY3367
 GY3367.Superseded values are not recommended for survey control.
 GY3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3367.See file dsdata.txt to determine how the superseded data were derived.
 GY3367
 GY3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB9997820957(NAD 83)
 GY3367_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY3367_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3367+STABILITY: SURFACE MOTION
 GY3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3367+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1988
 GY3367
 GY3367  HISTORY     - Date     Condition        Report By
 GY3367  HISTORY     - 1987     MONUMENTED       NGS
 GY3367  HISTORY     - 19880516 GOOD
 GY3367
 GY3367                          STATION DESCRIPTION
 GY3367
 GY3367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 GY3367'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 GY3367'NORTHWEST OF VANSANT,
 GY3367'3.2 KM (2.0 MI) SOUTHWEST OF GRUNDY, AT THE GRUNDY MUNICIPAL
 GY3367'AIRPORT, AT THE CENTER OF THE SOUTHWEST END OF THE SINGLE RUNWAY.
 GY3367'OWNERSHIP--TOWN OF GRUNDY, C/O AIRPORT MANAGER DAVID FIELDS, P.O.
 GY3367'BOX 711, GRUNDY, VA 24614. PHONE (703) 935-2551.
 GY3367'
 GY3367'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 460 AND STATE
 GY3367'HIGHWAY 83 IN VANSANT, GO WEST FOR 6.6 KM (4.1 MI) ON HIGHWAY 83 TO
 GY3367'THE TOP OF THE GRADE AND A PAVED ROAD ON THE RIGHT.
 GY3367'TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.9 MI) ON STATE ROUTE 718
 GY3367'WINDING UPHILL TO THE ROADS END AT THE AIRPORT.
 GY3367'(THE CURRENT AIRPORT MANAGER LIVES IN THE TRAILER HOUSE ON THE LEFT)
 GY3367'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE DRIVE
 GY3367'ALONG THE FENCE , THEN THROUGH A LOCKED GATE TO THE AIRPORT OFFICE
 GY3367'AND HANGAR.  TURN RIGHT, THEN RIGHT AGAIN, SOUTHWEST, FOR 0.1 KM
 GY3367'(0.05 MI) ON THE TAXIWAY AND SOUTHWEST RAMP TO THE RUNWAY.
 GY3367'TURN RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON THE RUNWAY TO
 GY3367'THE STATION AT THE CENTER OF THE END OF THE RUNWAY.
 GY3367'
 GY3367'THE STATION IS A STANDARD NGS DISK
 GY3367'STAMPED---CINDY 1986---,
 GY3367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GY3367'32 CM IN DIAMETER RECESSED 11 CM BELOW GROUND.  LOCATED
 GY3367'12.4 METERS (40.7 FT) WEST FROM THE MOST SOUTHEASTERN RED RUNWAY
 GY3367'END LIGHT,
 GY3367'10.0 METERS (32.8 FT) SOUTHEAST FROM THE MOST NORTHWESTERN RED
 GY3367'RUNWAY END LIGHT,
 GY3367'5.1 METERS (16.8 FT) WEST FROM THE INNERMOST ONE OF A GROUP OF
 GY3367'THREE RED RUNWAY END LIGHTS ON THE SOUTHEAST SIDE OF THE RUNWAY,
 GY3367'3.7 METERS (12.1 FT) SOUTHWEST FROM THE OFFSET TO THE SOUTHWEST
 GY3367'FROM THE EXTENDED CENTER OF THE RUNWAY, AND
 GY3367'3.5 METERS (11.4 FT) SOUTH FROM THE INNERMOST ONE OF A GROUP OF
 GY3367'THREE RED RUNWAY END LIGHTS ON THE NORTHWEST SIDE OF THE RUNWAY.
 GY3367'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GY3367'STAMPED---CINDY 1986---,
 GY3367'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GY3367'
 GY3367'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 GY3367
 GY3367                          STATION RECOVERY (1988)
 GY3367
 GY3367'RECOVERED 1988
 GY3367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3370 ***********************************************************************
 GY3370  CBN         -  This is a Cooperative Base Network Control Station.
 GY3370  DESIGNATION -  CINDY AZ MK
 GY3370  PID         -  GY3370
 GY3370  STATE/COUNTY-  VA/BUCHANAN
 GY3370  USGS QUAD   -  VANSANT (1977)
 GY3370
 GY3370                         *CURRENT SURVEY CONTROL
 GY3370  ___________________________________________________________________
 GY3370* NAD 83(1993)-  37 14 03.31799(N)    082 07 22.83208(W)     ADJUSTED  
 GY3370* NAVD 88     -       702.0    (meters)    2303.     (feet)  GPS OBS   
 GY3370  ___________________________________________________________________
 GY3370  X           -     696,860.748 (meters)                     COMP
 GY3370  Y           -  -5,036,861.491 (meters)                     COMP
 GY3370  Z           -   3,838,529.625 (meters)                     COMP
 GY3370  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GY3370  ELLIP HEIGHT-         670.85  (meters)          (07/14/04) GPS OBS
 GY3370  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GY3370
 GY3370  HORZ ORDER  -  B
 GY3370  ELLP ORDER  -  THIRD     CLASS II
 GY3370
 GY3370.This mark is at Grundy Airport (GDY)
 GY3370
 GY3370.The horizontal coordinates were established by GPS observations
 GY3370.and adjusted by the National Geodetic Survey in June 1994..
 GY3370
 GY3370.The orthometric height was determined by GPS observations and a
 GY3370.high-resolution geoid model.
 GY3370
 GY3370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GY3370
 GY3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3370
 GY3370.The ellipsoidal height was determined by GPS observations
 GY3370.and is referenced to NAD 83.
 GY3370
 GY3370.The geoid height was determined by GEOID03.
 GY3370
 GY3370;                    North         East     Units Scale Factor Converg.
 GY3370;SPC VA S     - 1,106,147.373 3,178,597.534   MT  0.99994809   -2 11 56.0
 GY3370;SPC VA S     - 3,629,085.17 10,428,448.74   sFT  0.99994809   -2 11 56.0
 GY3370;UTM  17      - 4,121,450.295   400,384.727   MT  0.99972224   -0 40 46.4
 GY3370
 GY3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3370!SPC VA S     -   0.99989474  x   0.99994809  =   0.99984283
 GY3370!UTM  17      -   0.99989474  x   0.99972224  =   0.99961701
 GY3370
 GY3370|---------------------------------------------------------------------|
 GY3370| PID    Reference Object                     Distance      Geod. Az  |
 GY3370|                                                           dddmmss.s |
 GY3370| GY3180 GRUNDY                               63.929 METERS 14435     |
 GY3370| GY3367 CINDY                               APPROX. 0.6 KM 2184923.2 |
 GY3370|---------------------------------------------------------------------|
 GY3370
 GY3370                          SUPERSEDED SURVEY CONTROL
 GY3370
 GY3370  ELLIP H (08/14/01)  670.89   (m)                       GP(       ) 4 1
 GY3370  ELLIP H (04/23/01)  670.84   (m)                       GP(       ) 4 1
 GY3370  ELLIP H (06/29/94)  670.88   (m)                       GP(       ) 4 1
 GY3370  NAD 83(1993)-  37 14 03.31880(N)    082 07 22.83464(W) AD(       ) B
 GY3370  ELLIP H (04/04/94)  670.87   (m)                       GP(       ) 4 1
 GY3370  NAD 83(1986)-  37 14 03.33500(N)    082 07 22.85256(W) AD(       ) 3
 GY3370  NAD 27      -  37 14 02.93482(N)    082 07 23.36264(W) AD(       ) 3
 GY3370  NGVD 29 (03/22/89)  702.1    (m)         2303.     (f) GPS OBS        
 GY3370
 GY3370.Superseded values are not recommended for survey control.
 GY3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3370.See file dsdata.txt to determine how the superseded data were derived.
 GY3370
 GY3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB0038521450(NAD 83)
 GY3370_MARKER: DH = HORIZONTAL CONTROL DISK
 GY3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY3370_SP_SET: CONCRETE POST
 GY3370_STAMPING: CINDY 1986
 GY3370_MARK LOGO: NGS   
 GY3370_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3370+STABILITY: SURFACE MOTION
 GY3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GY3370+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GY3370
 GY3370  HISTORY     - Date     Condition        Report By
 GY3370  HISTORY     - 1986     MONUMENTED       NGS
 GY3370  HISTORY     - 1987     GOOD             NGS
 GY3370  HISTORY     - 19880516 GOOD
 GY3370  HISTORY     - 19930621 GOOD             NGS
 GY3370  HISTORY     - 19950608 GOOD             NGS
 GY3370  HISTORY     - 20000216 GOOD             WOOLPT
 GY3370  HISTORY     - 20000223 GOOD             VADHT
 GY3370  HISTORY     - 20021121 GOOD             VADHT
 GY3370
 GY3370                          STATION DESCRIPTION
 GY3370
 GY3370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 GY3370'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 GY3370'NORTHWEST OF VANSANT,
 GY3370'3.2 KM (2.0 MI) SOUTHWEST OF GRUNDY, AT THE GRUNDY MUNICIPAL
 GY3370'AIRPORT, NEAR THE VASI LIGHTS AT THE NORTHEAST END OF THE SINGLE
 GY3370'RUNWAY.
 GY3370'OWNERSHIP--TOWN OF GRUNDY, C/O AIRPORT MANAGER DAVID FIELDS, P.O.
 GY3370'BOX 711, GRUNDY, VA 24614. PHONE (703) 935-2551.
 GY3370'
 GY3370'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 460 AND STATE
 GY3370'HIGHWAY 83 IN VANSANT, GO WEST FOR 6.6 KM (4.1 MI) ON HIGHWAY 83 TO
 GY3370'THE TOP OF THE GRADE AND A PAVED ROAD ON THE RIGHT.
 GY3370'TURN RIGHT AND GO NORTHWEST FOR 3.1 KM (1.9 MI) ON STATE ROUTE 718
 GY3370'WINDING UPHILL TO THE ROADS END AT THE AIRPORT.  (CURRENT MANAGER
 GY3370'LIVES IN THE TRAILER HOUSE ON THE LEFT).
 GY3370'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE DRIVE ALONG
 GY3370'THE FENCE, THEN THROUGH A LOCKED GATE TO THE AIRPORT OFFICE AND
 GY3370'HANGAR.  TURN RIGHT, THEN LEFT, FOR 0.2 KM (0.1 MI) ALONG THE
 GY3370'HANGAR THEN RIGHT ON THE NORTHEAST RAMP TO THE RUNWAY.
 GY3370'TURN LEFT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ON THE RUNWAY TO THE
 GY3370'STATION ON THE RIGHT NEAR THE VASI LIGHTS.
 GY3370'
 GY3370'THE STATION IS A STANDARD NGS DISK
 GY3370'STAMPED---CINDY 1986---,
 GY3370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GY3370'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 GY3370'44.0 METERS (144.4 FT) NORTH-NORTHWEST FROM A WIND SOCK,
 GY3370'16.5 METERS (54.0 FT) NORTH FROM A VASI LIGHT POST,
 GY3370'13.8 METERS (45.3 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY,
 GY3370'8.4 METERS (27.6 FT) WEST FROM A VASI LIGHT POST, AND
 GY3370'0.3 METERS (1.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 GY3370'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GY3370'STAMPED---CINDY 1986---,
 GY3370'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GY3370'
 GY3370'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 GY3370
 GY3370                          STATION RECOVERY (1987)
 GY3370
 GY3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GY3370'RECOVERED IN GOOD CONDITION.
 GY3370
 GY3370                          STATION RECOVERY (1988)
 GY3370
 GY3370'RECOVERED 1988
 GY3370'RECOVERED IN GOOD CONDITION.
 GY3370
 GY3370                          STATION RECOVERY (1993)
 GY3370
 GY3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GY3370'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF GRUNDY, 6.4
 GY3370'KM (3.95 MI) NORTHWEST OF VANSANT AND ON THE GRUNDY MUNICIPAL AIRPORT
 GY3370'NEAR THE NORTHWEST END OF RUNWAY 4-22.  OWNERSHIP-- TOWN OF GRUNDY,
 GY3370'P.O. BOX 711,  GRUNDY VA. 24614.  PHONE (703) 935-2551. AIRPORT
 GY3370'MANAGER MR. DAVID FIELDS, PHONE (703) 935-4169.
 GY3370'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 460 AND
 GY3370'STATE HIGHWAY 83 IN VANSANT, GO WEST ON STATE HIGHWAY 83 FOR 6.64 KM
 GY3370'(4.10 MI) TO SECONDARY STATE HIGHWAY 718, TURN RIGHT ON STATE HIGHWAY
 GY3370'718 AND FOLLOW WINDING ROAD FOR 3.2 KM (2.00 MI) TO THE END OF ROAD
 GY3370'AT THE AIRPORT, TURN LEFT, PASS THROUGH GATE AND GO NORTHEAST TO
 GY3370'AIRPORT OFFICE, PASS TO THE RIGHT OF THE OFFICE AND FOLLOW A TAXIWAY
 GY3370'NORTHEAST FOR 0.16 KM (0.10 MI) TO THE RUNWAY, TURN LEFT AND FOLLOW
 GY3370'THE RUNWAY NORTHEAST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 GY3370'RIGHT JUST BEFORE REACHING THE END OF RUNWAY.
 GY3370'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 44.0 M (144.4 FT)
 GY3370'NORTH-NORTHWEST OF A WIND SOCK, 16.45 M (53.97 FT) NORTH OF A VASI
 GY3370'LIGHT POST,  13.8 M (45.3 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, AND
 GY3370'8.4 M (27.6 FT) WEST OF A VASI LIGHT POST.
 GY3370
 GY3370                          STATION RECOVERY (1995)
 GY3370
 GY3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSS)
 GY3370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993  THE STATION IS LOCATED
 GY3370'ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF GRUNDY, 6.4 KM (3.95 MI) NORTHWEST
 GY3370'OF VANSANT AND ON THE GRUNDY MUNICIPAL AIRPORT NEAR THE NORTHWEST END
 GY3370'OF RUNWAY 4-22.  OWNERSHIP - - TOWN OF GRUNDY, P.O.  BOX 711, GRUNDY,
 GY3370'VA.  24614.  PHONE (703) 935-2551. AIRPORT MANAGER MR.  DAVID FIELDS,
 GY3370'PHONE (703) 935-4169.  TO REACH THE STATION FROM THE INTERSECTION OF
 GY3370'U.S.  HIGHWAY 460 AND STATE HIGHWAY 83 IN VANSANT, GO WEST ON STATE
 GY3370'HIGHWAY 83 FOR 6.64 KM (4.10 MI) TO SECONDARY STATE HIGHWAY 718, TURN
 GY3370'RIGHT ON STATE HIGHWAY 718 AND FOLLOW WINDING ROAD FOR 3.2 KM (2.00
 GY3370'MI) TO THE END OF ROAD AT THE AIRPORT, TURN LEFT, PASS THROUGH GATE
 GY3370'AND GO NORTHEAST TO AIRPORT OFFICE, PASS TO THE RIGHT OF THE OFFICE
 GY3370'AND FOLLOW A TAXIWAY NORTHEAST FOR 0.16 KM (0.10 MI) TO THE RUNWAY,
 GY3370'TURN LEFT AND FOLLOW THE RUNWAY NORTHEAST FOR 0.16 KM (0.10 MI) TO THE
 GY3370'STATION ON THE RIGHT JUST BEFORE REACHING THE END OF RUNWAY.  THE
 GY3370'STATION IS FLUSH WITH THE GROUND.  LOCATED 44.0 M (144.4 FT) NNE OF A
 GY3370'WIND SOCK, 16.45 M (53.97 FT) NORTH OF A VASI LIGHT POST, 13.8 M (45.3
 GY3370'FT) SOUTHEAST OF THE RUNWAY CENTERLINE, AND 8.4 M (27.6 FT) WEST OF A
 GY3370'VASI LIGHT POST.  THE STATION IS A STANDARD NGS DISK STAMPED ---CINDY
 GY3370'1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 GY3370'DIAMETER RECESSED 2 CM BELOW GROUND.
 GY3370
 GY3370                          STATION RECOVERY (2000)
 GY3370
 GY3370'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BM)
 GY3370'RECOVERED AS DESCRIBED.
 GY3370
 GY3370                          STATION RECOVERY (2000)
 GY3370
 GY3370'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2000 (TEM)
 GY3370'RECOVERED AS DESCRIBED.  NOTE-THE DATABASE REFERS TO THE MARKER
 GY3370'AS A HORIZONTAL CONTROL DISK, IT IS IN REALITY AN AZIMUTH MARK DISK.
 GY3370
 GY3370                          STATION RECOVERY (2002)
 GY3370
 GY3370'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 2002 (CSM)
 GY3370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3960 ***********************************************************************
 GV3960  DESIGNATION -  CIRCLE 1941
 GV3960  PID         -  GV3960
 GV3960  STATE/COUNTY-  VA/C OF HAMPTON
 GV3960  USGS QUAD   -  HAMPTON (1986)
 GV3960
 GV3960                         *CURRENT SURVEY CONTROL
 GV3960  ___________________________________________________________________
 GV3960* NAD 83(1993)-  37 04 35.80040(N)    076 21 13.55205(W)     ADJUSTED  
 GV3960* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3960  ___________________________________________________________________
 GV3960  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV3960  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 GV3960
 GV3960  HORZ ORDER  -  SECOND
 GV3960
 GV3960.The horizontal coordinates were established by classical geodetic methods
 GV3960.and adjusted by the National Geodetic Survey in September 1995..
 GV3960
 GV3960.The orthometric height was scaled from a topographic map.
 GV3960
 GV3960.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3960
 GV3960.The geoid height was determined by GEOID03.
 GV3960
 GV3960;                    North         East     Units Scale Factor Converg.
 GV3960;SPC VA S     - 1,084,653.925 3,690,823.762   MT  0.99995822   +1 18 09.4
 GV3960;SPC VA S     - 3,558,568.75 12,108,977.63   sFT  0.99995822   +1 18 09.4
 GV3960;UTM  18      - 4,104,228.315   379,665.231   MT  0.99977838   -0 48 58.5
 GV3960
 GV3960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3960!SPC VA S     -   1.00000547  x   0.99995822  =   0.99996369
 GV3960!UTM  18      -   1.00000547  x   0.99977838  =   0.99978385
 GV3960
 GV3960|---------------------------------------------------------------------|
 GV3960| PID    Reference Object                     Distance      Geod. Az  |
 GV3960|                                                           dddmmss.s |
 GV3960| GV4111 31 C 1941                           182.293 METERS 11435     |
 GV3960| GV3952 BUTTS 1941                          APPROX. 1.9 KM 3353404.1 |
 GV3960|---------------------------------------------------------------------|
 GV3960
 GV3960                          SUPERSEDED SURVEY CONTROL
 GV3960
 GV3960  NAD 83(1986)-  37 04 35.80545(N)    076 21 13.58796(W) AD(       ) 2
 GV3960  NAD 27      -  37 04 35.27800(N)    076 21 14.78700(W) AD(       ) 2
 GV3960
 GV3960.Superseded values are not recommended for survey control.
 GV3960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3960.See file dsdata.txt to determine how the superseded data were derived.
 GV3960
 GV3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7966504228(NAD 83)
 GV3960_MARKER: DS = TRIANGULATION STATION DISK
 GV3960_SETTING: 0 = UNSPECIFIED SETTING
 GV3960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3960
 GV3960  HISTORY     - Date     Condition        Report By
 GV3960  HISTORY     - 1941     MONUMENTED       CGS
 GV3960  HISTORY     - 1959     SEE DESCRIPTION  CGS
 GV3960  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 GV3960  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV3960
 GV3960                          STATION DESCRIPTION
 GV3960
 GV3960'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3960'IN CENTER OF A 30-FOOT CIRCLE IN THE CENTER OF HAMMOND BLVD
 GV3960'AT NEALY AVE.  IT IS 450 YARDS SOUTHWEST OF THE HANGARS.
 GV3960
 GV3960                          STATION RECOVERY (1959)
 GV3960
 GV3960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GV3960'STATION WAS DESTROYED WHEN THE UPPER SECTION OF CONCRETE MARK WITH
 GV3960'DISK WAS BROKEN OFF AND AREA PAVED TO ENLARGE INTERSECTION OF
 GV3960'ROADS.
 GV3960
 GV3960                          STATION RECOVERY (1995)
 GV3960
 GV3960'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3960'MARK NOT FOUND.
 GV3960
 GV3960                          STATION RECOVERY (2001)
 GV3960
 GV3960'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV3960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2671 ***********************************************************************
 HV2671  DESIGNATION -  CIRCLE AZ MK
 HV2671  PID         -  HV2671
 HV2671  STATE/COUNTY-  VA/C OF FAIRFAX
 HV2671  USGS QUAD   -  FAIRFAX (1994)
 HV2671
 HV2671                         *CURRENT SURVEY CONTROL
 HV2671  ___________________________________________________________________
 HV2671* NAD 83(1986)-  38 51 50.     (N)    077 17 00.     (W)     SCALED    
 HV2671* NAVD 88     -        92.602  (meters)     303.81   (feet)  ADJUSTED  
 HV2671  ___________________________________________________________________
 HV2671  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV2671  DYNAMIC HT  -          92.550 (meters)     303.64  (feet)  COMP
 HV2671  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 HV2671
 HV2671  VERT ORDER  -  SECOND    CLASS 0
 HV2671
 HV2671.The horizontal coordinates were scaled from a topographic map and have
 HV2671.an estimated accuracy of +/- 6 seconds.
 HV2671
 HV2671.The orthometric height was determined by differential leveling
 HV2671.and adjusted by the National Geodetic Survey in June 1991..
 HV2671
 HV2671.The geoid height was determined by GEOID03.
 HV2671
 HV2671.The dynamic height is computed by dividing the NAVD 88
 HV2671.geopotential number by the normal gravity value computed on the
 HV2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2671.degrees latitude (g = 980.6199 gals.).
 HV2671
 HV2671.The modeled gravity was interpolated from observed gravity values.
 HV2671
 HV2671;                    North         East    Units  Estimated Accuracy
 HV2671;SPC VA N     - 2,133,590.    3,605,590.      MT  (+/- 180 meters Scaled)
 HV2671
 HV2671                          SUPERSEDED SURVEY CONTROL
 HV2671
 HV2671  NGVD 29 (??/??/??)   92.836  (m)          304.58   (f) ADJUSTED    2 0
 HV2671
 HV2671.Superseded values are not recommended for survey control.
 HV2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2671.See file dsdata.txt to determine how the superseded data were derived.
 HV2671
 HV2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ018041(NAD 83)
 HV2671_MARKER: DZ = AZIMUTH MARK DISK
 HV2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2671_STAMPING: CIRCLE 1958
 HV2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2671+STABILITY: SURFACE MOTION
 HV2671
 HV2671  HISTORY     - Date     Condition        Report By
 HV2671  HISTORY     - 1958     MONUMENTED       CGS
 HV2671  HISTORY     - 1960     GOOD             CGS
 HV2671  HISTORY     - 1968     GOOD             CGS
 HV2671
 HV2671                          STATION DESCRIPTION
 HV2671
 HV2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2671'1.6 MI E FROM FAIRFAX.
 HV2671'ABOUT 1.65 MILES EAST ALONG U.S. HIGHWAY 29 AND 211 FROM THE
 HV2671'HIGH SCHOOL AT FAIRFAX, ABOUT 0.4 MILE WEST OF FAIRFAX CIRCLE,
 HV2671'35 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 166 FEET WEST OF
 HV2671'THE WEST END OF NORTH RAILING OF 18-FOOT CONCRETE BRIDGE UNDER
 HV2671'THE WEST BOUND LANE OF HIGHWAY, 2 FEET EAST OF TELEPHONE POLE
 HV2671'15, 2 FEET NORTHEAST OF A WOODEN WITNESS POST, AND SET IN TOP
 HV2671'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV2671
 HV2671                          STATION RECOVERY (1968)
 HV2671
 HV2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HV2671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2667 ***********************************************************************
 HV2667  DESIGNATION -  CIRCLE RESET
 HV2667  PID         -  HV2667
 HV2667  STATE/COUNTY-  VA/C OF FAIRFAX
 HV2667  USGS QUAD   -  FAIRFAX (1994)
 HV2667
 HV2667                         *CURRENT SURVEY CONTROL
 HV2667  ___________________________________________________________________
 HV2667* NAD 83(1993)-  38 51 52.25366(N)    077 16 30.58737(W)     ADJUSTED  
 HV2667* NAVD 88     -        98.112  (meters)     321.89   (feet)  ADJUSTED  
 HV2667  ___________________________________________________________________
 HV2667  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HV2667  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2667  DYNAMIC HT  -          98.058 (meters)     321.71  (feet)  COMP
 HV2667  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 HV2667
 HV2667  HORZ ORDER  -  THIRD
 HV2667  VERT ORDER  -  THIRD
 HV2667
 HV2667.The horizontal coordinates were established by classical geodetic methods
 HV2667.and adjusted by the National Geodetic Survey in November 1994..
 HV2667
 HV2667.The orthometric height was determined by differential leveling
 HV2667.and adjusted by the National Geodetic Survey in September 2004..
 HV2667.No vertical observational check was made to the station.
 HV2667
 HV2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2667
 HV2667.The geoid height was determined by GEOID03.
 HV2667
 HV2667.The dynamic height is computed by dividing the NAVD 88
 HV2667.geopotential number by the normal gravity value computed on the
 HV2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2667.degrees latitude (g = 980.6199 gals.).
 HV2667
 HV2667.The modeled gravity was interpolated from observed gravity values.
 HV2667
 HV2667;                    North         East     Units Scale Factor Converg.
 HV2667;SPC VA N     - 2,133,670.127 3,606,297.607   MT  0.99995765   +0 45 52.0
 HV2667;SPC VA N     - 7,000,216.07 11,831,661.40   sFT  0.99995765   +0 45 52.0
 HV2667;UTM  18      - 4,304,201.789   302,603.324   MT  1.00007984   -1 25 41.1
 HV2667
 HV2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2667!SPC VA N     -   0.99998959  x   0.99995765  =   0.99994724
 HV2667!UTM  18      -   0.99998959  x   1.00007984  =   1.00006943
 HV2667
 HV2667|---------------------------------------------------------------------|
 HV2667| PID    Reference Object                     Distance      Geod. Az  |
 HV2667|                                                           dddmmss.s |
 HV2667| HV2669 CIRCLE RM 3                          14.655 METERS 07801     |
 HV2667| HV2670 CIRCLE RM 4                          10.317 METERS 16030     |
 HV2667| HV2668 CIRCLE RM 1                          21.190 METERS 23856     |
 HV2667| HV2671 CIRCLE AZ MK                                       2634914.5 |
 HV2667| HV2665 TT 2 HWD                             19.115 METERS 31612     |
 HV2667|---------------------------------------------------------------------|
 HV2667
 HV2667                          SUPERSEDED SURVEY CONTROL
 HV2667
 HV2667  NAD 83(1993)-  38 51 52.25311(N)    077 16 30.59113(W) AD(       ) 3
 HV2667  NAD 83(1986)-  38 51 52.25191(N)    077 16 30.60002(W) AD(       ) 3
 HV2667  NAD 27      -  38 51 51.84993(N)    077 16 31.65514(W) AD(       ) 3
 HV2667  NGVD 29 (??/??/??)   98.34   (m)          322.6    (f) RESET       3  
 HV2667
 HV2667.Superseded values are not recommended for survey control.
 HV2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2667.See file dsdata.txt to determine how the superseded data were derived.
 HV2667
 HV2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0260304202(NAD 83)
 HV2667_MARKER: DS = TRIANGULATION STATION DISK
 HV2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2667_SP_SET: CONCRETE POST
 HV2667_STAMPING: CIRCLE 1958 1967
 HV2667_MARK LOGO: CGS   
 HV2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2667+STABILITY: SURFACE MOTION
 HV2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2667+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 HV2667
 HV2667  HISTORY     - Date     Condition        Report By
 HV2667  HISTORY     - 1967     MONUMENTED       CGS
 HV2667  HISTORY     - 1968     GOOD             CGS
 HV2667  HISTORY     - 19850110 GOOD             NGS
 HV2667  HISTORY     - 19920120 GOOD             MSI
 HV2667  HISTORY     - 20040110 GOOD             BOWMAN
 HV2667  HISTORY     - 20040813 GOOD             BOWMAN
 HV2667
 HV2667                          STATION DESCRIPTION
 HV2667
 HV2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HV2667'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 HV2667'TT 2 (USGS) REFERENCE MARK NO. 2 WERE FOUND TO BE IN GOOD
 HV2667'CONDITION.  TT 2 (USGS) HAD BEEN STRUCK AND ABOUT HALF THE
 HV2667'DISK HAD BEEN CUT AWAY.  THE CITY HAD REQUESTED THAT THE
 HV2667'STATION AND REFERENCE MARKS BE MOVED AS THE HIGHWAY, U.S.
 HV2667'HIGHWAY 50, WAS TO CUT ACROSS THE TRAFFIC CIRCLE AND THE CIRCLE
 HV2667'WAS TO BE LOWERED.  THE STATION MARK WAS LOWERED ABOUT TWO
 HV2667'FEET AND IN POSITION AND TWO NEW REFERENCE MARKS WERE
 HV2667'ESTABLISHED AFTER THE GRADING WAS COMPLETED.
 HV2667'
 HV2667'STATION IS IN THE SOUTH HALF OF TRAFFIC CIRCLE, 45 FEET EAST
 HV2667'OF A LAMP POST AND TRAFFIC CONTROL BOX, 7 FEET SOUTH OF THE
 HV2667'CURB OF EAST BOUND LANE OF U.S. HIGHWAY 50 AND 0.5 FOOT
 HV2667'EAST OF STEEL WITNESS POST.  THE MARK IS ABOUT 1 FOOT BELOW
 HV2667'THE SURFACE AND THE DISK IS STAMPED CIRCLE 1958 1967.
 HV2667'
 HV2667'REFERENCE MARK NO. 3 IS 14 FEET SOUTHWEST OF THE POINT OF
 HV2667'CURB OF U.S. HIGHWAY 50 AND STATE HIGHWAY 211, 4.5 FEET SOUTH
 HV2667'OF THE CURB OF EAST BOUND LANE OF U.S. HIGHWAY 50 AND 4 FEET
 HV2667'SOUTHWEST OF LAMP POST.  THE MARK PROJECTS ABOUT 1 INCH AND
 HV2667'THE DISK IS STAMPED CIRCLE NO 3 1958 1967 BM RESET.
 HV2667'
 HV2667'REFERENCE MARK NO. 4 IS 4.5 FEET NORTH OF CURB ON SOUTH SIDE
 HV2667'OF CIRCLE AND 2.5 FEET NORTH OF VEPCO POLE NUMBER JH 25.  THE
 HV2667'MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED CIRCLE
 HV2667'NO 4 1958 1967 BM RESET.
 HV2667'
 HV2667'AZIMUTH MARK IS 35 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 HV2667'LANE OF U.S. HIGHWAY 50 AND 1.0 FOOT EAST OF UTILITY POLE
 HV2667'NUMBER 15.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 HV2667'STAMPED CIRCLE 1958.
 HV2667'
 HV2667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRFAX
 HV2667
 HV2667                          STATION RECOVERY (1968)
 HV2667
 HV2667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HV2667'AT FAIRFAX.
 HV2667'IN THE EASTERN PART OF FAIRFAX AND IN THE SOUTH HALF OF TRAFFIC
 HV2667'CIRCLE FORMED BY THE INTERSECTION OF U.S. HIGHWAYS 29, 50 AND
 HV2667'211.  MARK IS 45 FEET EAST OF A LAMP POST AND A TRAFFIC CONTROL
 HV2667'BOX, 7 FEET SOUTH OF THE SOUTH CURB OF EAST BOUND LANE OF U.S.
 HV2667'HIGHWAY 50 AND 0.5 FOOT EAST OF STEEL WITNESS POST.  MARK IS
 HV2667'ABOUT 1 FOOT BELOW THE SURFACE.
 HV2667
 HV2667                          STATION RECOVERY (1985)
 HV2667
 HV2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 HV2667'THE STATION MARK, REFERENCE MARK THREE AND REFERENCE MARK FOUR WERE
 HV2667'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS
 HV2667'BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY IMPROVEMENTS.  A NEW
 HV2667'AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE OF 0.024 METERS SHORTER
 HV2667'WAS NOTED IN THE DISTANCE TO REFERENCE MARK FOUR, HOWEVER, THE
 HV2667'DISTANCE TO REFERENCE MARK THREE AND THE ANGLE BETWEEN THE REFERENCE
 HV2667'MARKS, CHECKED WITH THE 1967 RECOVERY.  THE STATION IS LOCATED IN THE
 HV2667'NORTHEASTERN PART OF FAIRFAX CITY AT THE FAIRFAX TRAFFIC CIRCLE FORMED
 HV2667'BY U.S. HIGHWAYS 29, 50 AND 211 AND STATE ROUTE 23T, IN THE SOUTH HALF
 HV2667'OF THE TRAFFIC CIRCLE.  THE MARK IS COVERED BY A RECTANGULAR, STEEL,
 HV2667'ACCESS PLATE.
 HV2667' 
 HV2667'THE STATION IS A STANDARD CGS DISK STAMPED--CIRCLE 1958 BM RESET
 HV2667'1967--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN
 HV2667'DIAMETER, RECESSED 35 CM BELOW THE GROUND.  LOCATED 7.0 FEET, 2.13
 HV2667'METERS SOUTH FROM THE SOUTH CURB OF U.S. HIGHWAY 50 EAST BOUND,  4.3
 HV2667'FEET (1.3 METERS) WEST NORTHWEST FROM THE NORTHWEST CORNER OF A
 HV2667'CONCRETE HOUSING WITH A METAL PLATE IN THE CENTER FOR ACCESS TO
 HV2667'TRAFFIC CONTROLS. THE UNDERGROUND MARK WAS NOT INSPECTED.
 HV2667' 
 HV2667'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--CIRCLE NO. 3 1958
 HV2667'BM RESET 1967--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 HV2667'IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 4.0 FEET (1.22 METERS)
 HV2667'SOUTHWEST FROM A LAMP POST,  4.5 FEET (1.37 METERS) SOUTH FROM THE
 HV2667'SOUTH CURB OF U.S. 50 EAST - BOUND LANE, AND 4.5 FEET HIGHER THAN
 HV2667'THE STATION.
 HV2667' 
 HV2667'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK STAMPED--CIRCLE 1958 NO. 4
 HV2667'BM RESET 1976--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 HV2667'IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 2.5 FEET (0.76 METERS)
 HV2667'NORTH FROM THE POWERLINE POLE NUMBER JH 25,  4.5 FEET (1.37 METERS)
 HV2667'NORTH FROM THE SOUTH CURB OF THE TRAFFIC CIRCLE AND 1.0 FEET LOWER
 HV2667'THAN THE STATION.
 HV2667' 
 HV2667'AZIMUTH NO. 2 IS A STANDARD NGS DISK STAMPED--CIRCLE 1958 NO 2 1985--,
 HV2667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH
 HV2667'WITH THE GROUND.  LOCATED 2.8 M (9.2 FT) EAST OF A POWER POLE
 HV2667'NUMBERED KAD6 17 1/2, 0.45 M (1.5 FT) NORTH FROM THE NORTH EDGE OF
 HV2667'SIDEWALK, 5.70 M (18.7 FT) SOUTH SOUTHEAST FROM A METAL SIGN POLE WITH
 HV2667'AN ELECTRIC METER AND SIGN, 6.42 M (21.1 FT) NORTH FROM THE CENTER
 HV2667'LINE OF WEST BOUND LANE OF US HIGHWAY 50 AND 19.10 M (62.7 FT)
 HV2667'SOUTHEAST FROM THE CENTER OF FENCE AROUND KENNY ROBERTS GARDEN
 HV2667'CENTER.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--CIRCLE
 HV2667'1958 NO 2 1985--, IMBEDDED IN AN IRREGULAR MASS OF CONCRETE, 1 M
 HV2667'BELOW THE SURFACE.  TO REACH THE AZIMUTH MARK FROM THE FAIRFAX TRAFFIC
 HV2667'CIRCLE, FORMED BY US. HIGHWAYS 29, 50, 211 AND VIRGINIA STATE ROUTE
 HV2667'237, GO WEST ON US. 50, LEE HIGHWAY, FOR 0.9 KM (0.55 MI) TO THE CREST
 HV2667'OF A RISE IN THE HIGHWAY AND THE STATION ON THE RIGHT
 HV2667
 HV2667                          STATION RECOVERY (1992)
 HV2667
 HV2667'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2667'RECOVERED IN GOOD CONDITION.
 HV2667
 HV2667                          STATION RECOVERY (2004)
 HV2667
 HV2667'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 HV2667'RECOVERED AS DESCRIBED
 HV2667
 HV2667                          STATION RECOVERY (2004)
 HV2667
 HV2667'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 HV2667'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2669 ***********************************************************************
 HV2669  DESIGNATION -  CIRCLE RM 3
 HV2669  PID         -  HV2669
 HV2669  STATE/COUNTY-  VA/FAIRFAX
 HV2669  USGS QUAD   -  FAIRFAX (1994)
 HV2669
 HV2669                         *CURRENT SURVEY CONTROL
 HV2669  ___________________________________________________________________
 HV2669* NAD 83(1986)-  38 51 51.     (N)    077 16 28.     (W)     SCALED    
 HV2669* NAVD 88     -        98.48   (meters)     323.1    (feet)  RESET     
 HV2669  ___________________________________________________________________
 HV2669  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2669
 HV2669  VERT ORDER  -  THIRD
 HV2669
 HV2669.The horizontal coordinates were scaled from a topographic map and have
 HV2669.an estimated accuracy of +/- 6 seconds.
 HV2669
 HV2669.The orthometric height was computed from unverified reset data.
 HV2669.No vertical observational check was made to the station.
 HV2669
 HV2669.The geoid height was determined by GEOID03.
 HV2669
 HV2669;                    North         East    Units  Estimated Accuracy
 HV2669;SPC VA N     - 2,133,630.    3,606,360.      MT  (+/- 180 meters Scaled)
 HV2669
 HV2669                          SUPERSEDED SURVEY CONTROL
 HV2669
 HV2669  NGVD 29 (??/??/??)   98.71   (m)          323.9    (f) RESET       3  
 HV2669
 HV2669.Superseded values are not recommended for survey control.
 HV2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2669.See file dsdata.txt to determine how the superseded data were derived.
 HV2669
 HV2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ026041(NAD 83)
 HV2669_MARKER: DR = REFERENCE MARK DISK
 HV2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2669_STAMPING: CIRCLE NO 3 1958 BM RESET 1967
 HV2669_MARK LOGO: CGS   
 HV2669_PROJECTION: FLUSH
 HV2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2669+STABILITY: SURFACE MOTION
 HV2669
 HV2669  HISTORY     - Date     Condition        Report By
 HV2669  HISTORY     - 1967     MONUMENTED       CGS
 HV2669  HISTORY     - 1968     GOOD             CGS
 HV2669  HISTORY     - 1985     GOOD             NGS
 HV2669  HISTORY     - 19850110 GOOD             NGS
 HV2669
 HV2669                          STATION DESCRIPTION
 HV2669
 HV2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HV2669'AT FAIRFAX.
 HV2669'IN THE EASTERN PART OF FAIRFAX AND IN THE SOUTH HALF OF TRAFFIC
 HV2669'CIRCLE FORMED AT THE INTERSECTION OF U.S. HIGHWAYS 29, 50 AND
 HV2669'211.  MARK IS 14 FEET SOUTHWEST OF THE POINT OF CURB OF EAST
 HV2669'BOUND LANE OF U.S. HIGHWAY 50 AND NORTHBOUND LANE OF U.S.
 HV2669'HIGHWAY 29 AND 211, 4.5 FEET SOUTH OF THE CURB OF EAST BOUND LANE
 HV2669'OF U.S. HIGHWAY 50 AND 4 FEET SOUTHWEST OF LAMP POST.  A STANDARD
 HV2669'DISK SET FLUSH IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HV2669'ABOUT 1 INCH.
 HV2669
 HV2669                          STATION RECOVERY (1985)
 HV2669
 HV2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HV2669'RECOVERED IN GOOD CONDITION.
 HV2669
 HV2669                          STATION RECOVERY (1985)
 HV2669
 HV2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 HV2669'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED CIRCLE NO. 3 1958
 HV2669'BM RESET 1967 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 HV2669'DIAMETER FLUSH WITH THE GROUND.  LOCATED 4.0 FEET, 1.22 METERS
 HV2669'SOUTHWEST FROM A LAMP POST.  4.5 FEET, 1.37 METERS SOUTH FROM THE
 HV2669'SOUTH CURB OF U.S. 50 EAST - BOUND LANE, AND 4.5 FEET, HIGHER THAN THE
 HV2669'STATION.
 HV2669'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2670 ***********************************************************************
 HV2670  DESIGNATION -  CIRCLE RM 4
 HV2670  PID         -  HV2670
 HV2670  STATE/COUNTY-  VA/C OF FAIRFAX
 HV2670  USGS QUAD   -  FAIRFAX (1994)
 HV2670
 HV2670                         *CURRENT SURVEY CONTROL
 HV2670  ___________________________________________________________________
 HV2670* NAD 83(1986)-  38 51 51.     (N)    077 16 28.     (W)     SCALED    
 HV2670* NAVD 88     -        97.82   (meters)     320.9    (feet)  RESET     
 HV2670  ___________________________________________________________________
 HV2670  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2670
 HV2670  VERT ORDER  -  THIRD
 HV2670
 HV2670.The horizontal coordinates were scaled from a topographic map and have
 HV2670.an estimated accuracy of +/- 6 seconds.
 HV2670
 HV2670.The orthometric height was computed from unverified reset data.
 HV2670.No vertical observational check was made to the station.
 HV2670
 HV2670.The geoid height was determined by GEOID03.
 HV2670
 HV2670;                    North         East    Units  Estimated Accuracy
 HV2670;SPC VA N     - 2,133,630.    3,606,360.      MT  (+/- 180 meters Scaled)
 HV2670
 HV2670                          SUPERSEDED SURVEY CONTROL
 HV2670
 HV2670  NGVD 29 (??/??/??)   98.05   (m)          321.7    (f) RESET       3  
 HV2670
 HV2670.Superseded values are not recommended for survey control.
 HV2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2670.See file dsdata.txt to determine how the superseded data were derived.
 HV2670
 HV2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ026041(NAD 83)
 HV2670_MARKER: DR = REFERENCE MARK DISK
 HV2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2670_STAMPING: CIRCLE NO 4 1958 BM RESET 1967
 HV2670_MARK LOGO: CGS   
 HV2670_PROJECTION: FLUSH
 HV2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2670+STABILITY: SURFACE MOTION
 HV2670
 HV2670  HISTORY     - Date     Condition        Report By
 HV2670  HISTORY     - 1967     MONUMENTED       CGS
 HV2670  HISTORY     - 1968     GOOD             CGS
 HV2670  HISTORY     - 1985     GOOD             NGS
 HV2670  HISTORY     - 19850101 GOOD             NGS
 HV2670
 HV2670                          STATION DESCRIPTION
 HV2670
 HV2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HV2670'AT FAIRFAX.
 HV2670'IN THE EASTERN PART OF FARIFAX AND IN THE SOUTH HALF OF TRAFFIC
 HV2670'CIRCLE FORMED BY THE INTERSECTION OF U.S. HIGHWAYS 29, 50 AND
 HV2670'211.  MARK IS 4.5 FEET NORTH OF CURB ON THE SOUTH SIDE OF
 HV2670'CIRCLE AND 2.5 FEET NORTH OF VEPCO POLE NUMBER JH 25.  MARK IS
 HV2670'A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE POST WHICH
 HV2670'PROJCETS ABOUT 1 INCH.
 HV2670
 HV2670                          STATION RECOVERY (1985)
 HV2670
 HV2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HV2670'RECOVERED IN GOOD CONDITION.
 HV2670
 HV2670                          STATION RECOVERY (1985)
 HV2670
 HV2670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 HV2670'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK STAMPED CIRCLE 1958 NO. 4
 HV2670'BM RESET 1967 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 HV2670'DIAMETER FLUSH WITH THE GROUND.  LOCATED 2.5 FEET, 0.76 METERS NORTH
 HV2670'FROM THE POWERLINE POLE NUMBER JH 25.  4.5 FEET, 1.37 METERS NORTH
 HV2670'FROM THE SOUTH CURB OF THE TRAFFIC CIRCLE, AND 1.0 FEET LOWER THAN THE
 HV2670'STATION.
 HV2670'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5243 ***********************************************************************
 GV5243  DESIGNATION -  CITY HALL
 GV5243  PID         -  GV5243
 GV5243  STATE/COUNTY-  VA/C OF RICHMOND
 GV5243  USGS QUAD   -  RICHMOND (1994)
 GV5243
 GV5243                         *CURRENT SURVEY CONTROL
 GV5243  ___________________________________________________________________
 GV5243* NAD 83(1993)-  37 32 27.11811(N)    077 25 59.04780(W)     ADJUSTED  
 GV5243* NAVD 88     -       136.3    (meters)     447.     (feet)  VERTCON   
 GV5243  ___________________________________________________________________
 GV5243  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 GV5243  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV5243
 GV5243  HORZ ORDER  -  FIRST
 GV5243
 GV5243.The horizontal coordinates were established by classical geodetic methods
 GV5243.and adjusted by the National Geodetic Survey in November 1994..
 GV5243
 GV5243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5243
 GV5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5243
 GV5243.The geoid height was determined by GEOID03.
 GV5243
 GV5243;                    North         East     Units Scale Factor Converg.
 GV5243;SPC VA S     - 1,134,539.437 3,594,285.697   MT  0.99994996   +0 38 51.2
 GV5243;SPC VA S     - 3,722,234.80 11,792,252.32   sFT  0.99994996   +0 38 51.2
 GV5243;UTM  18      - 4,157,657.147   285,041.334   MT  1.00016919   -1 28 59.2
 GV5243
 GV5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5243!SPC VA S     -   0.99998380  x   0.99994996  =   0.99993376
 GV5243!UTM  18      -   0.99998380  x   1.00016919  =   1.00015299
 GV5243
 GV5243|---------------------------------------------------------------------|
 GV5243| PID    Reference Object                     Distance      Geod. Az  |
 GV5243|                                                           dddmmss.s |
 GV5243| DC5251 CITY HALL RM 1                        6.900 METERS 09348     |
 GV5243| GV5240 BANK 2                              453.939 METERS 2262446.8 |
 GV5243| GV5281 RICHMOND WAR MEMORIAL MONUMENT      APPROX. 4.5 KM 2695950.4 |
 GV5243| DC5252 CITY HALL RM 2                        8.230 METERS 32957     |
 GV5243|---------------------------------------------------------------------|
 GV5243
 GV5243                          SUPERSEDED SURVEY CONTROL
 GV5243
 GV5243  NAD 83(1986)-  37 32 27.12431(N)    077 25 59.06465(W) AD(       ) 1
 GV5243  NAD 27      -  37 32 26.59828(N)    077 26 00.12508(W) AD(       ) 1
 GV5243  NGVD 29 (07/19/86)  136.6    (m)          448.     (f) VERT ANG       
 GV5243
 GV5243.Superseded values are not recommended for survey control.
 GV5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5243.See file dsdata.txt to determine how the superseded data were derived.
 GV5243
 GV5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8504157657(NAD 83)
 GV5243_MARKER: T = CHISELED TRIANGLE
 GV5243_SETTING: 0 = UNSPECIFIED SETTING
 GV5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5243+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 GV5243
 GV5243  HISTORY     - Date     Condition        Report By
 GV5243  HISTORY     - 1972     MONUMENTED       VA2060
 GV5243  HISTORY     - 19951228 GOOD             USPSQD
 GV5243  HISTORY     - 20000220 GOOD             USPSQD
 GV5243  HISTORY     - 20030909 GOOD             USPSQD
 GV5243  HISTORY     - 20050125 GOOD             USPSQD
 GV5243
 GV5243                          STATION DESCRIPTION
 GV5243
 GV5243'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5243'THE STATION IS LOCATED ON THE ROOF OF THE RICHMOND CITY HALL
 GV5243'AND CAN BE REACHED BY TAKING THE ELEVATOR TO THE 18TH FLOOR
 GV5243'AND THEN STAIRS UP ONE MORE FLOOR, FROM THE STAIRS TURN RIGHT
 GV5243'AND GO SOUTH DOWN THE HALL TO A DOOR LEADING OUT ON TO THE
 GV5243'ROOF AT THE SOUTH SIDE OF THE BUILDING.  PASS THRU THE DOOR
 GV5243'AND WALK STRAIGHT AHEAD FOR ABOUT 20 FEET TO A STEEL BEAM THAT
 GV5243'IS ABOUT WAIST HIGH SURROUNDING THE AREA AND THE MARK ABOUT 10
 GV5243'FEET TO THE RIGHT.  THE STATION IS MARKED BY A PUNCH HOLE
 GV5243'SURROUNDED BY A CHISELED TRIANGLE IN THE TOP OF THE STEEL
 GV5243'BEAM.  THE STATION WAS OCCUPIED BY SETTING THE
 GV5243'INSTRUMENT DIRECTLY ON THE STEEL BEAM OVER THE POINT.
 GV5243'
 GV5243'REFERENCE MARK NO. 1 IS A CHISELED CROSS ON THE TOP OF THE
 GV5243'NORTH-SOUTH STEEL BEAM AT THE EAST SIDE OF THE BUILDING ON
 GV5243'THE SAME ELEVATION AS THE STATION.
 GV5243'
 GV5243'REFERENCE MARK NO. 2 IS A CHISELED CROSS ON THE TOP OF THE
 GV5243'NORTH-SOUTH STEEL BEAM AT THE WEST SIDE OF THE BUILDING ON
 GV5243'THE SAME ELEVATION AS THE STATION.
 GV5243
 GV5243                          STATION RECOVERY (1995)
 GV5243
 GV5243'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5243'RECOVERED IN GOOD CONDITION.
 GV5243
 GV5243                          STATION RECOVERY (2000)
 GV5243
 GV5243'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5243'RECOVERED IN GOOD CONDITION.
 GV5243
 GV5243                          STATION RECOVERY (2003)
 GV5243
 GV5243'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5243'RECOVERED IN GOOD CONDITION.
 GV5243
 GV5243                          STATION RECOVERY (2005)
 GV5243
 GV5243'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2795 ***********************************************************************
 GW2795  DESIGNATION -  CITY OF BEDFORD 003
 GW2795  PID         -  GW2795
 GW2795  STATE/COUNTY-  VA/C OF BEDFORD
 GW2795  USGS QUAD   -  BEDFORD (1989)
 GW2795
 GW2795                         *CURRENT SURVEY CONTROL
 GW2795  ___________________________________________________________________
 GW2795* NAD 83(1993)-  37 21 21.40743(N)    079 30 05.78043(W)     ADJUSTED  
 GW2795* NAVD 88     -       282.6    (meters)     927.     (feet)  VERTCON   
 GW2795  ___________________________________________________________________
 GW2795  X           -     924,946.089 (meters)                     COMP
 GW2795  Y           -  -4,991,343.147 (meters)                     COMP
 GW2795  Z           -   3,849,019.813 (meters)                     COMP
 GW2795  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GW2795  ELLIP HEIGHT-         250.46  (meters)          (05/17/02) GPS OBS
 GW2795  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2795
 GW2795  HORZ ORDER  -  FIRST
 GW2795  ELLP ORDER  -  FOURTH    CLASS II
 GW2795
 GW2795.The horizontal coordinates were established by GPS observations
 GW2795.and adjusted by the National Geodetic Survey in September 1995..
 GW2795
 GW2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2795
 GW2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2795
 GW2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2795
 GW2795.The ellipsoidal height was determined by GPS observations
 GW2795.and is referenced to NAD 83.
 GW2795
 GW2795.The geoid height was determined by GEOID03.
 GW2795
 GW2795;                    North         East     Units Scale Factor Converg.
 GW2795;SPC VA S     - 1,113,954.934 3,411,269.218   MT  0.99994542   -0 36 28.4
 GW2795;SPC VA S     - 3,654,700.48 11,191,805.76   sFT  0.99994542   -0 36 28.4
 GW2795;UTM  17      - 4,135,412.855   632,701.226   MT  0.99981692   +0 54 33.5
 GW2795
 GW2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2795!SPC VA S     -   0.99996070  x   0.99994542  =   0.99990612
 GW2795!UTM  17      -   0.99996070  x   0.99981692  =   0.99977763
 GW2795
 GW2795:                Primary Azimuth Mark                     Grid Az
 GW2795:SPC VA S     -  CITY OF BEDFORD 004                      130 00 06.0
 GW2795:UTM  17      -  CITY OF BEDFORD 004                      128 29 04.1
 GW2795
 GW2795|---------------------------------------------------------------------|
 GW2795| PID    Reference Object                     Distance      Geod. Az  |
 GW2795|                                                           dddmmss.s |
 GW2795| GW2796 CITY OF BEDFORD 004                 APPROX. 0.9 KM 1292337.6 |
 GW2795|---------------------------------------------------------------------|
 GW2795
 GW2795                          SUPERSEDED SURVEY CONTROL
 GW2795
 GW2795  ELLIP H (09/08/95)  250.54   (m)                       GP(       ) 4 2
 GW2795  NAD 83(1993)-  37 21 21.40742(N)    079 30 05.78046(W) AD(       ) 1
 GW2795  ELLIP H (11/14/94)  250.53   (m)                       GP(       ) 4 2
 GW2795  NAD 83(1986)-  37 21 21.41400(N)    079 30 05.79401(W) AD(       ) 1
 GW2795  NGVD 29 (07/01/93)  282.8    (m)          928.     (f) GPS OBS        
 GW2795
 GW2795.Superseded values are not recommended for survey control.
 GW2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2795.See file dsdata.txt to determine how the superseded data were derived.
 GW2795
 GW2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3270135413(NAD 83)
 GW2795_MARKER: DD = SURVEY DISK
 GW2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2795_SP_SET: CONCRETE POST
 GW2795_STAMPING: 003
 GW2795_MARK LOGO: VA0130
 GW2795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2795+STABILITY: SURFACE MOTION
 GW2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2795+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 GW2795
 GW2795  HISTORY     - Date     Condition        Report By
 GW2795  HISTORY     - 1992     MONUMENTED       VA0130
 GW2795  HISTORY     - 20051203 GOOD             USPSQD
 GW2795
 GW2795                          STATION DESCRIPTION
 GW2795
 GW2795'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2795'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTHEAST OF THE
 GW2795'CITY OF BEDFORD, VIRGINIA.
 GW2795'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 43,
 GW2795'PROCEED NORTHEAST 1.2 MI (1.9 KM) ALONG S.R. 221 TO THE INTERSECTION
 GW2795'WITH S.R. 122.  TURN LEFT ONTO S.R. 122 AND TRAVEL 0.6 MI (1.0 KM)
 GW2795'NORTHEAST TO THE GRAVEL ENTRANCE TO THE GOSPEL FELLOWSHIP TEMPLE ON
 GW2795'THE LEFT. TURN LEFT ONTO THE GRAVEL ROAD AND BEAR RIGHT INTO A GRAVEL
 GW2795'PARKING AREA.
 GW2795'THE STATION IS A 3.25 INCH ALUMINUM CITY OF BEDFORD DISK SET IN A THE
 GW2795'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2795'SURFACE STAMPED, 003.  THE MONUMENT IS LOCATED 55.1 FT (16.8 M)
 GW2795'SOUTHEAST OF THE SOUTHWESTERNMOST CHURCH CORNER, 89.9 FT (27.4 M)
 GW2795'SOUTHWEST OF A VHC CONCRETE MONUMENT, AND 111.0 FT (33.8 M)
 GW2795'NORTHWEST OF A POWER POLE.
 GW2795
 GW2795                          STATION RECOVERY (2005)
 GW2795
 GW2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2795'ADDITIONAL INFORMATION-STATION IS 10 FEET SOUTHWEST OF PAVED PARKING
 GW2795'LOT.
 GW2795'1 INCH BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2796 ***********************************************************************
 GW2796  DESIGNATION -  CITY OF BEDFORD 004
 GW2796  PID         -  GW2796
 GW2796  STATE/COUNTY-  VA/C OF BEDFORD
 GW2796  USGS QUAD   -  GOODE (1985)
 GW2796
 GW2796                         *CURRENT SURVEY CONTROL
 GW2796  ___________________________________________________________________
 GW2796* NAD 83(1993)-  37 21 03.88394(N)    079 29 39.05279(W)     ADJUSTED  
 GW2796* NAVD 88     -       285.0    (meters)     935.     (feet)  VERTCON   
 GW2796  ___________________________________________________________________
 GW2796  X           -     925,652.968 (meters)                     COMP
 GW2796  Y           -  -4,991,547.405 (meters)                     COMP
 GW2796  Z           -   3,848,591.807 (meters)                     COMP
 GW2796  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 GW2796  ELLIP HEIGHT-         252.84  (meters)          (05/17/02) GPS OBS
 GW2796  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW2796
 GW2796  HORZ ORDER  -  FIRST
 GW2796  ELLP ORDER  -  FOURTH    CLASS II
 GW2796
 GW2796.The horizontal coordinates were established by GPS observations
 GW2796.and adjusted by the National Geodetic Survey in September 1995..
 GW2796
 GW2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2796
 GW2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2796
 GW2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2796
 GW2796.The ellipsoidal height was determined by GPS observations
 GW2796.and is referenced to NAD 83.
 GW2796
 GW2796.The geoid height was determined by GEOID03.
 GW2796
 GW2796;                    North         East     Units Scale Factor Converg.
 GW2796;SPC VA S     - 1,113,407.810 3,411,921.216   MT  0.99994544   -0 36 12.2
 GW2796;SPC VA S     - 3,652,905.46 11,193,944.86   sFT  0.99994544   -0 36 12.2
 GW2796;UTM  17      - 4,134,883.252   633,367.396   MT  0.99981910   +0 54 49.4
 GW2796
 GW2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2796!SPC VA S     -   0.99996032  x   0.99994544  =   0.99990577
 GW2796!UTM  17      -   0.99996032  x   0.99981910  =   0.99977943
 GW2796
 GW2796:                Primary Azimuth Mark                     Grid Az
 GW2796:SPC VA S     -  CITY OF BEDFORD 003                      310 00 06.0
 GW2796:UTM  17      -  CITY OF BEDFORD 003                      308 29 04.4
 GW2796
 GW2796|---------------------------------------------------------------------|
 GW2796| PID    Reference Object                     Distance      Geod. Az  |
 GW2796|                                                           dddmmss.s |
 GW2796| GW2795 CITY OF BEDFORD 003                 APPROX. 0.9 KM 3092353.8 |
 GW2796|---------------------------------------------------------------------|
 GW2796
 GW2796                          SUPERSEDED SURVEY CONTROL
 GW2796
 GW2796  ELLIP H (09/08/95)  252.92   (m)                       GP(       ) 4 2
 GW2796  NAD 83(1993)-  37 21 03.88393(N)    079 29 39.05283(W) AD(       ) 1
 GW2796  ELLIP H (11/14/94)  252.92   (m)                       GP(       ) 4 2
 GW2796  NAD 83(1986)-  37 21 03.89050(N)    079 29 39.06637(W) AD(       ) 1
 GW2796  NGVD 29 (07/01/93)  285.2    (m)          936.     (f) GPS OBS        
 GW2796
 GW2796.Superseded values are not recommended for survey control.
 GW2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2796.See file dsdata.txt to determine how the superseded data were derived.
 GW2796
 GW2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3336734883(NAD 83)
 GW2796_MARKER: DD = SURVEY DISK
 GW2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2796_SP_SET: CONCRETE POST
 GW2796_STAMPING: 004
 GW2796_MARK LOGO: VA0130
 GW2796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2796+STABILITY: SURFACE MOTION
 GW2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2796+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2796
 GW2796  HISTORY     - Date     Condition        Report By
 GW2796  HISTORY     - 1992     MONUMENTED       VA0130
 GW2796
 GW2796                          STATION DESCRIPTION
 GW2796
 GW2796'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2796'THE STATION IS LOCATED AT THE CITY BOUNDARY APPROXIMATELY 2.0 MI
 GW2796'(3.2 KM) NORTHEAST OF THE CITY OF BEDFORD, VIRGINIA.
 GW2796'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 221 AND S.R. 122,
 GW2796'PROCEED EAST 0.5 MI (0.8 KM) ALONG U.S. 221 TO THE INTERSECTION WITH
 GW2796'A PRIVATE ASPHALT ROAD TO THE REDCO BUSINESS.  TURN LEFT ONTO THE
 GW2796'DRIVEWAY AND TRAVEL 0.1 MI (0.2 KM) NORTH, THROUGH A GATE TO THE
 GW2796'STATION ON THE LEFT.
 GW2796'THE STATION IS A 3.25 INCH ALUMINUM CITY OF BEDFORD DISK SET IN A THE
 GW2796'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2796'SURFACE STAMPED, 004.  THE MONUMENT IS LOCATED ON THE WEST SIDE OF
 GW2796'THE ROAD, 11.2 FT (3.4 M) NORTHWEST OF THE WESTERN EDGE OF THE
 GW2796'PAVEMENT OF THE PRIVATE ASPHALT ROAD, 42.6 FT (13.0 M) WEST OF A CITY
 GW2796'OF BEDFORD BOUNDARY MARKER (CONCRETE MONUMENT WITH REBAR), AND 167.0
 GW2796'FT (50.9 M) NORTHEAST OF THE WESTERNMOST GATEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2797 ***********************************************************************
 GW2797  DESIGNATION -  CITY OF BEDFORD 005
 GW2797  PID         -  GW2797
 GW2797  STATE/COUNTY-  VA/C OF BEDFORD
 GW2797  USGS QUAD   -  BEDFORD (1989)
 GW2797
 GW2797                         *CURRENT SURVEY CONTROL
 GW2797  ___________________________________________________________________
 GW2797* NAD 83(1993)-  37 19 52.88591(N)    079 30 41.43010(W)     ADJUSTED  
 GW2797* NAVD 88     -       293.4    (meters)     963.     (feet)  VERTCON   
 GW2797  ___________________________________________________________________
 GW2797  X           -     924,386.323 (meters)                     COMP
 GW2797  Y           -  -4,993,139.201 (meters)                     COMP
 GW2797  Z           -   3,846,856.679 (meters)                     COMP
 GW2797  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 GW2797  ELLIP HEIGHT-         261.27  (meters)          (05/17/02) GPS OBS
 GW2797  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2797
 GW2797  HORZ ORDER  -  FIRST
 GW2797  ELLP ORDER  -  FOURTH    CLASS II
 GW2797
 GW2797.The horizontal coordinates were established by GPS observations
 GW2797.and adjusted by the National Geodetic Survey in September 1995..
 GW2797
 GW2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2797
 GW2797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2797
 GW2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2797
 GW2797.The ellipsoidal height was determined by GPS observations
 GW2797.and is referenced to NAD 83.
 GW2797
 GW2797.The geoid height was determined by GEOID03.
 GW2797
 GW2797;                    North         East     Units Scale Factor Converg.
 GW2797;SPC VA S     - 1,111,235.571 3,410,362.748   MT  0.99994560   -0 36 50.1
 GW2797;SPC VA S     - 3,645,778.70 11,188,831.78   sFT  0.99994560   -0 36 50.1
 GW2797;UTM  17      - 4,132,670.804   631,867.171   MT  0.99981420   +0 54 10.0
 GW2797
 GW2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2797!SPC VA S     -   0.99995900  x   0.99994560  =   0.99990460
 GW2797!UTM  17      -   0.99995900  x   0.99981420  =   0.99977321
 GW2797
 GW2797:                Primary Azimuth Mark                     Grid Az
 GW2797:SPC VA S     -  CITY OF BEDFORD 018                      060 15 31.3
 GW2797:UTM  17      -  CITY OF BEDFORD 018                      058 44 31.2
 GW2797
 GW2797|---------------------------------------------------------------------|
 GW2797| PID    Reference Object                     Distance      Geod. Az  |
 GW2797|                                                           dddmmss.s |
 GW2797| GW2801 CITY OF BEDFORD 018                 APPROX. 0.6 KM 0593841.2 |
 GW2797|---------------------------------------------------------------------|
 GW2797
 GW2797                          SUPERSEDED SURVEY CONTROL
 GW2797
 GW2797  NAD 83(1993)-  37 19 52.88591(N)    079 30 41.43011(W) AD(       ) 1
 GW2797  ELLIP H (11/14/94)  261.34   (m)                       GP(       ) 4 2
 GW2797  NAD 83(1986)-  37 19 52.89248(N)    079 30 41.44456(W) AD(       ) 1
 GW2797  NGVD 29 (07/01/93)  293.6    (m)          963.     (f) GPS OBS        
 GW2797
 GW2797.Superseded values are not recommended for survey control.
 GW2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2797.See file dsdata.txt to determine how the superseded data were derived.
 GW2797
 GW2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3186732671(NAD 83)
 GW2797_MARKER: DD = SURVEY DISK
 GW2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2797_SP_SET: CONCRETE POST
 GW2797_STAMPING: 05
 GW2797_MARK LOGO: VA0130
 GW2797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2797+STABILITY: SURFACE MOTION
 GW2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2797+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 GW2797
 GW2797  HISTORY     - Date     Condition        Report By
 GW2797  HISTORY     - 1992     MONUMENTED       VA0130
 GW2797  HISTORY     - 20051027 GOOD             GEOCAC
 GW2797  HISTORY     - 20051223 GOOD             USPSQD
 GW2797
 GW2797                          STATION DESCRIPTION
 GW2797
 GW2797'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2797'THE STATION IS LOCATED APRROXIMATELY 0.7 MI (1.1 KM) EAST OF THE
 GW2797'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2797'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 BUSINESS AND
 GW2797'S.R. 122, PROCEED EAST 0.9 MI (1.4 KM) ALONG U.S. U.S. 460 BUSINESS
 GW2797'TO THE INTERSECTION WITH GOLD STREET.  TURN LEFT ONTO GOLD STREET,
 GW2797'AND TRAVEL NORTH 0.1 MI (0.2 KM) ALONG GOLD STREET TO THE STATION ON
 GW2797'THE LEFT, IN THE GRASS WEST OF THE V.F.W. ARMORY.
 GW2797'THE STATION IS A 3.25 INCH ALUMINUM CITY OF BEDFORD DISK SET IN A THE
 GW2797'TOP OF A CONCRETE MONUMENT APPROXIMATELY FLUSH WITH THE GROUND
 GW2797'SURFACE STAMPED, 05.  THE MONUMENT IS LOCATED ON THE WEST SIDE OF
 GW2797'THE GOLD STREET, 4.5 FT (1.4 M) WEST OF A 4.O FT CHAIN LINK FENCE,
 GW2797'138.8 FT (42.3 M) SOUTHEAST OF THE SOUTHEASTERN END OF A BACKSTOP,
 GW2797'AND 183.0 FT (55.8 M) NORTHEAST OF A LIGHT POLE AT THE EASTERN EDGE
 GW2797'OF AN ASPHALT PARKING AREA.
 GW2797
 GW2797                          STATION RECOVERY (2005)
 GW2797
 GW2797'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2797'ACCESS TO THE STATION IS BY WAY OF THE DRIVEWAY (OMAHA BEACH CIRCLE)
 GW2797'AND PARKING LOT ON THE EAST SIDE OF THE VIRGINIA ARMY NATIONAL GUARD
 GW2797'AND V.F.W. BUILDING.OMAHA BEACH CIRCLE IS ABOUT 0.08 MILES NORTHWEST
 GW2797'OF GOLD STREET.  FROMK THE PARKING LOT, PACK SOUTHEAST FOR ABOUT 150
 GW2797'FEET TO THE CHAIN-LINK FENCE AND THE STATION.
 GW2797
 GW2797                          STATION RECOVERY (2005)
 GW2797
 GW2797'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2797'ADDITIONAL INFORMATION
 GW2797'STATION LOCATED 63.75 FEET SOUTHEAST OF SECOND BASE
 GW2797' 
 GW2797' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2798 ***********************************************************************
 GW2798  DESIGNATION -  CITY OF BEDFORD 010
 GW2798  PID         -  GW2798
 GW2798  STATE/COUNTY-  VA/C OF BEDFORD
 GW2798  USGS QUAD   -  BEDFORD (1989)
 GW2798
 GW2798                         *CURRENT SURVEY CONTROL
 GW2798  ___________________________________________________________________
 GW2798* NAD 83(1993)-  37 18 59.70400(N)    079 32 04.95988(W)     ADJUSTED  
 GW2798* NAVD 88     -       327.7    (meters)    1075.     (feet)  VERTCON   
 GW2798  ___________________________________________________________________
 GW2798  X           -     922,549.730 (meters)                     COMP
 GW2798  Y           -  -4,994,517.525 (meters)                     COMP
 GW2798  Z           -   3,845,573.610 (meters)                     COMP
 GW2798  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 GW2798  ELLIP HEIGHT-         295.54  (meters)          (05/17/02) GPS OBS
 GW2798  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW2798
 GW2798  HORZ ORDER  -  FIRST
 GW2798  ELLP ORDER  -  FOURTH    CLASS II
 GW2798
 GW2798.The horizontal coordinates were established by GPS observations
 GW2798.and adjusted by the National Geodetic Survey in September 1995..
 GW2798
 GW2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2798
 GW2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2798
 GW2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2798
 GW2798.The ellipsoidal height was determined by GPS observations
 GW2798.and is referenced to NAD 83.
 GW2798
 GW2798.The geoid height was determined by GEOID03.
 GW2798
 GW2798;                    North         East     Units Scale Factor Converg.
 GW2798;SPC VA S     - 1,109,618.507 3,408,288.696   MT  0.99994579   -0 37 40.8
 GW2798;SPC VA S     - 3,640,473.39 11,182,027.16   sFT  0.99994579   -0 37 40.8
 GW2798;UTM  17      - 4,130,999.641   629,836.916   MT  0.99980766   +0 53 18.3
 GW2798
 GW2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2798!SPC VA S     -   0.99995362  x   0.99994579  =   0.99989942
 GW2798!UTM  17      -   0.99995362  x   0.99980766  =   0.99976129
 GW2798
 GW2798                          SUPERSEDED SURVEY CONTROL
 GW2798
 GW2798  NAD 83(1993)-  37 18 59.70398(N)    079 32 04.95992(W) AD(       ) 1
 GW2798  ELLIP H (11/14/94)  295.62   (m)                       GP(       ) 4 2
 GW2798  NAD 83(1986)-  37 18 59.71079(N)    079 32 04.97377(W) AD(       ) 1
 GW2798  NGVD 29 (07/01/93)  327.9    (m)         1076.     (f) GPS OBS        
 GW2798
 GW2798.Superseded values are not recommended for survey control.
 GW2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2798.See file dsdata.txt to determine how the superseded data were derived.
 GW2798
 GW2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2983731000(NAD 83)
 GW2798_MARKER: DD = SURVEY DISK
 GW2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2798_SP_SET: CONCRETE POST
 GW2798_STAMPING: 010
 GW2798_MARK LOGO: VA0130
 GW2798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2798+STABILITY: SURFACE MOTION
 GW2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2798+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2798
 GW2798  HISTORY     - Date     Condition        Report By
 GW2798  HISTORY     - 1992     MONUMENTED       VA0130
 GW2798
 GW2798                          STATION DESCRIPTION
 GW2798
 GW2798'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2798'THE STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) SOUTHWEST OF THE
 GW2798'CITY OF BEDFORD, VIRGINIA.
 GW2798'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 122 AND U.S.460
 GW2798'BYPASS, PROCEED SOUTHWEST 0.5 MI (0.8 KM) ALONG S.R. 122 TO THE
 GW2798'ENTRANCE TO LIBERTY STATE PARK.  TURN LEFT INTO THE PARK AND TRAVEL
 GW2798'0.1 MI (0.2 KM) SOUTHEAST TO THE STATION ON THE LEFT, SOUTH OF A
 GW2798'PARKING AREA.
 GW2798'THE STATION IS A 3.25 IN ALUMINUM CITY OF BEDFORD DISK IN A CONCRETE
 GW2798'MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 010.
 GW2798'THE MONUMENT IS LOCATED 19.7 FT (6.0 M) NORTH OF LIGHT POST NUMBER 4,
 GW2798'36.0 FT (11.0 M) NORTHEAST OF THE CENTERLINE OF THE ENTRANCE ROAD,
 GW2798'AND 105.0 FT (32.0 M) SOUTHWEST OF A LIGHTPOST ALONG THE SOUTHEASTERN
 GW2798'EDGE OF THE GRAVEL PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2799 ***********************************************************************
 GW2799  DESIGNATION -  CITY OF BEDFORD 016
 GW2799  PID         -  GW2799
 GW2799  STATE/COUNTY-  VA/C OF BEDFORD
 GW2799  USGS QUAD   -  BEDFORD (1989)
 GW2799
 GW2799                         *CURRENT SURVEY CONTROL
 GW2799  ___________________________________________________________________
 GW2799* NAD 83(1993)-  37 20 21.49829(N)    079 32 00.91199(W)     ADJUSTED  
 GW2799* NAVD 88     -       285.6    (meters)     937.     (feet)  VERTCON   
 GW2799  ___________________________________________________________________
 GW2799  X           -     922,363.882 (meters)                     COMP
 GW2799  Y           -  -4,992,962.799 (meters)                     COMP
 GW2799  Z           -   3,847,553.288 (meters)                     COMP
 GW2799  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 GW2799  ELLIP HEIGHT-         253.41  (meters)          (05/17/02) GPS OBS
 GW2799  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW2799
 GW2799  HORZ ORDER  -  FIRST
 GW2799  ELLP ORDER  -  FOURTH    CLASS II
 GW2799
 GW2799.The horizontal coordinates were established by GPS observations
 GW2799.and adjusted by the National Geodetic Survey in September 1995..
 GW2799
 GW2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2799
 GW2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2799
 GW2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2799
 GW2799.The ellipsoidal height was determined by GPS observations
 GW2799.and is referenced to NAD 83.
 GW2799
 GW2799.The geoid height was determined by GEOID03.
 GW2799
 GW2799;                    North         East     Units Scale Factor Converg.
 GW2799;SPC VA S     - 1,112,138.750 3,408,415.960   MT  0.99994552   -0 37 38.3
 GW2799;SPC VA S     - 3,648,741.88 11,182,444.70   sFT  0.99994552   -0 37 38.3
 GW2799;UTM  17      - 4,133,522.021   629,897.423   MT  0.99980785   +0 53 22.4
 GW2799
 GW2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2799!SPC VA S     -   0.99996023  x   0.99994552  =   0.99990576
 GW2799!UTM  17      -   0.99996023  x   0.99980785  =   0.99976809
 GW2799
 GW2799:                Primary Azimuth Mark                     Grid Az
 GW2799:SPC VA S     -  CITY OF BEDFORD 019                      092 57 30.2
 GW2799:UTM  17      -  CITY OF BEDFORD 019                      091 26 29.5
 GW2799
 GW2799|---------------------------------------------------------------------|
 GW2799| PID    Reference Object                     Distance      Geod. Az  |
 GW2799|                                                           dddmmss.s |
 GW2799| GW2802 CITY OF BEDFORD 019                 APPROX. 1.1 KM 0921951.9 |
 GW2799|---------------------------------------------------------------------|
 GW2799
 GW2799                          SUPERSEDED SURVEY CONTROL
 GW2799
 GW2799  ELLIP H (09/08/95)  253.48   (m)                       GP(       ) 4 2
 GW2799  NAD 83(1993)-  37 20 21.49827(N)    079 32 00.91204(W) AD(       ) 1
 GW2799  ELLIP H (11/14/94)  253.48   (m)                       GP(       ) 4 2
 GW2799  NAD 83(1986)-  37 20 21.50500(N)    079 32 00.92574(W) AD(       ) 1
 GW2799  NGVD 29 (07/01/93)  285.8    (m)          938.     (f) GPS OBS        
 GW2799
 GW2799.Superseded values are not recommended for survey control.
 GW2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2799.See file dsdata.txt to determine how the superseded data were derived.
 GW2799
 GW2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2989733522(NAD 83)
 GW2799_MARKER: DD = SURVEY DISK
 GW2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2799_SP_SET: CONCRETE POST
 GW2799_STAMPING: 016
 GW2799_MARK LOGO: VA0130
 GW2799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2799+STABILITY: SURFACE MOTION
 GW2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2799+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 GW2799
 GW2799  HISTORY     - Date     Condition        Report By
 GW2799  HISTORY     - 1992     MONUMENTED       MSI
 GW2799  HISTORY     - 20051027 GOOD             GEOCAC
 GW2799
 GW2799                          STATION DESCRIPTION
 GW2799
 GW2799'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2799'THE STATION IS LOCATED APPROXIMATELY 0.6 MI (1.0 KM) NORTHWEST OF THE
 GW2799'CITY OF BEDFORD, VIRGINIA.
 GW2799'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET AND COLLEGE
 GW2799'STREET,  PROCEED WEST 0.2 MI (0.3 KM) ALONG COLLEGE STREET TO THE
 GW2799'INTERSECTION WITH ASHLAND AVENUE.  TURN LEFT ONTO ASHLAND AVENUE AND
 GW2799'TRAVEL 0.2 MI (0.3 KM) SOUTHWEST TO THE STATION ON THE LEFT, NEAR THE
 GW2799'SOUTHWEST CORNER OF AN ATHLETIC FIELD.
 GW2799'THE STATION IS A 3.25 IN ALUMINUM CITY OF BEDFORD DISK IN A CONCRETE
 GW2799'MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 016.
 GW2799'THE MONUMENT IS LOCATED 39.0 FT (11.9 M) EAST OF THE CENTERLINE OF
 GW2799'ASHLAND AVENUE, 42.6 FT (13.0 M) SOUTHWEST OF A POWER POLE, 61.4 FT
 GW2799'(18.7 M) SOUTHEAST AND ACROSS ASHLAND AVENUE FROM ANOTHER POWER POLE,
 GW2799'AND 83.0 FT (25.3 M) NORTH OF A CHAIN LINK FENCE CORNER.
 GW2799
 GW2799                          STATION RECOVERY (2005)
 GW2799
 GW2799'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2799'THE STATION IS 42.6 FEET SOUTHWEST OF POWER POLE NUMBERED 64877 18247
 GW2799'AND 61.4 FEET SOUTHEAST OF POWER POLE NUMBERED 64877 18240.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2800 ***********************************************************************
 GW2800  DESIGNATION -  CITY OF BEDFORD 017
 GW2800  PID         -  GW2800
 GW2800  STATE/COUNTY-  VA/C OF BEDFORD
 GW2800  USGS QUAD   -  BEDFORD (1989)
 GW2800
 GW2800                         *CURRENT SURVEY CONTROL
 GW2800  ___________________________________________________________________
 GW2800* NAD 83(1993)-  37 21 07.74828(N)    079 30 44.93563(W)     ADJUSTED  
 GW2800* NAVD 88     -       277.0    (meters)     909.     (feet)  VERTCON   
 GW2800  ___________________________________________________________________
 GW2800  X           -     924,044.259 (meters)                     COMP
 GW2800  Y           -  -4,991,765.477 (meters)                     COMP
 GW2800  Z           -   3,848,681.653 (meters)                     COMP
 GW2800  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GW2800  ELLIP HEIGHT-         244.83  (meters)          (05/17/02) GPS OBS
 GW2800  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW2800
 GW2800  HORZ ORDER  -  FIRST
 GW2800  ELLP ORDER  -  FOURTH    CLASS II
 GW2800
 GW2800.The horizontal coordinates were established by GPS observations
 GW2800.and adjusted by the National Geodetic Survey in September 1995..
 GW2800
 GW2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2800
 GW2800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2800
 GW2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2800
 GW2800.The ellipsoidal height was determined by GPS observations
 GW2800.and is referenced to NAD 83.
 GW2800
 GW2800.The geoid height was determined by GEOID03.
 GW2800
 GW2800;                    North         East     Units Scale Factor Converg.
 GW2800;SPC VA S     - 1,113,544.162 3,410,301.210   MT  0.99994544   -0 36 52.2
 GW2800;SPC VA S     - 3,653,352.80 11,188,629.89   sFT  0.99994544   -0 36 52.2
 GW2800;UTM  17      - 4,134,976.654   631,744.558   MT  0.99981380   +0 54 09.5
 GW2800
 GW2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2800!SPC VA S     -   0.99996158  x   0.99994544  =   0.99990702
 GW2800!UTM  17      -   0.99996158  x   0.99981380  =   0.99977539
 GW2800
 GW2800:                Primary Azimuth Mark                     Grid Az
 GW2800:SPC VA S     -  CITY OF BEDFORD 019                      208 28 58.7
 GW2800:UTM  17      -  CITY OF BEDFORD 019                      206 57 57.0
 GW2800
 GW2800|---------------------------------------------------------------------|
 GW2800| PID    Reference Object                     Distance      Geod. Az  |
 GW2800|                                                           dddmmss.s |
 GW2800| GW2802 CITY OF BEDFORD 019                 APPROX. 1.7 KM 2075206.5 |
 GW2800|---------------------------------------------------------------------|
 GW2800
 GW2800                          SUPERSEDED SURVEY CONTROL
 GW2800
 GW2800  ELLIP H (09/08/95)  244.91   (m)                       GP(       ) 4 2
 GW2800  NAD 83(1993)-  37 21 07.74827(N)    079 30 44.93567(W) AD(       ) 1
 GW2800  ELLIP H (11/14/94)  244.90   (m)                       GP(       ) 4 2
 GW2800  NAD 83(1986)-  37 21 07.75485(N)    079 30 44.94930(W) AD(       ) 1
 GW2800  NGVD 29 (07/01/93)  277.2    (m)          909.     (f) GPS OBS        
 GW2800
 GW2800.Superseded values are not recommended for survey control.
 GW2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2800.See file dsdata.txt to determine how the superseded data were derived.
 GW2800
 GW2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3174534977(NAD 83)
 GW2800_MARKER: DD = SURVEY DISK
 GW2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2800_SP_SET: CONCRETE POST
 GW2800_STAMPING: 017
 GW2800_MARK LOGO: VA0130
 GW2800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2800+STABILITY: SURFACE MOTION
 GW2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2800+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 GW2800
 GW2800  HISTORY     - Date     Condition        Report By
 GW2800  HISTORY     - 1992     MONUMENTED       MSI
 GW2800  HISTORY     - 20051027 GOOD             GEOCAC
 GW2800
 GW2800                          STATION DESCRIPTION
 GW2800
 GW2800'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2800'THE STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) NORTHEAST OF THE
 GW2800'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2800'TO REACH THE STATION FROM THE INTERSECTION OF OAKWOOD STREET AND
 GW2800'LONGWOOD AVENUE (U.S. 221/S.R.122), PROCEED NORTH 0.3 MI (0.5 KM)
 GW2800'ALONG OAKWOOD STREET TO THE INTERSECTION WITH CLEARVIEW ROAD. TURN
 GW2800'RIGHT ONTO CLEARVIEW ROAD AND TRAVEL 0.5 MI (0.8 KM) NORTHEAST TO THE
 GW2800'STATION ON THE LEFT, NEAR THE INTERSECTION WITH KINGSTON CIRCLE.
 GW2800'THE STATION IS A 3.25 IN ALUMINUM CITY OF BEDFORD DISK IN A CONCRETE
 GW2800'MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 017.
 GW2800'THE MONUMENT IS LOCATED 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF
 GW2800'CLEARVIEW ROAD, 51.0 FT (15.5 M) SOUTH OF POWER POLE NUMBER 136-D,
 GW2800'AND 55.1 FT (16.8 M) WEST OF A SIGNPOST.
 GW2800
 GW2800                          STATION RECOVERY (2005)
 GW2800
 GW2800'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2800'THE STATION IS ALSO ABOUT 55 FEET SOUTHWEST OF THE MAIL BOX FOR 1621
 GW2800'KINGSTON CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2801 ***********************************************************************
 GW2801  DESIGNATION -  CITY OF BEDFORD 018
 GW2801  PID         -  GW2801
 GW2801  STATE/COUNTY-  VA/C OF BEDFORD
 GW2801  USGS QUAD   -  BEDFORD (1989)
 GW2801
 GW2801                         *CURRENT SURVEY CONTROL
 GW2801  ___________________________________________________________________
 GW2801* NAD 83(1993)-  37 20 03.08775(N)    079 30 19.61324(W)     ADJUSTED  
 GW2801* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 GW2801  ___________________________________________________________________
 GW2801  X           -     924,876.760 (meters)                     COMP
 GW2801  Y           -  -4,992,837.947 (meters)                     COMP
 GW2801  Z           -   3,847,094.430 (meters)                     COMP
 GW2801  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GW2801  ELLIP HEIGHT-         240.93  (meters)          (05/17/02) GPS OBS
 GW2801  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW2801
 GW2801  HORZ ORDER  -  FIRST
 GW2801  ELLP ORDER  -  FOURTH    CLASS II
 GW2801
 GW2801.The horizontal coordinates were established by GPS observations
 GW2801.and adjusted by the National Geodetic Survey in September 1995..
 GW2801
 GW2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2801
 GW2801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2801
 GW2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2801
 GW2801.The ellipsoidal height was determined by GPS observations
 GW2801.and is referenced to NAD 83.
 GW2801
 GW2801.The geoid height was determined by GEOID03.
 GW2801
 GW2801;                    North         East     Units Scale Factor Converg.
 GW2801;SPC VA S     - 1,111,544.310 3,410,903.120   MT  0.99994557   -0 36 36.8
 GW2801;SPC VA S     - 3,646,791.62 11,190,604.65   sFT  0.99994557   -0 36 36.8
 GW2801;UTM  17      - 4,132,993.696   632,399.112   MT  0.99981593   +0 54 23.5
 GW2801
 GW2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2801!SPC VA S     -   0.99996219  x   0.99994557  =   0.99990777
 GW2801!UTM  17      -   0.99996219  x   0.99981593  =   0.99977813
 GW2801
 GW2801:                Primary Azimuth Mark                     Grid Az
 GW2801:SPC VA S     -  CITY OF BEDFORD 019                      291 05 20.0
 GW2801:UTM  17      -  CITY OF BEDFORD 019                      289 34 19.7
 GW2801
 GW2801|---------------------------------------------------------------------|
 GW2801| PID    Reference Object                     Distance      Geod. Az  |
 GW2801|                                                           dddmmss.s |
 GW2801| GW2802 CITY OF BEDFORD 019                 APPROX. 1.5 KM 2902843.2 |
 GW2801|---------------------------------------------------------------------|
 GW2801
 GW2801                          SUPERSEDED SURVEY CONTROL
 GW2801
 GW2801  ELLIP H (09/08/95)  241.00   (m)                       GP(       ) 4 2
 GW2801  NAD 83(1993)-  37 20 03.08775(N)    079 30 19.61326(W) AD(       ) 1
 GW2801  ELLIP H (11/14/94)  241.00   (m)                       GP(       ) 4 2
 GW2801  NAD 83(1986)-  37 20 03.09431(N)    079 30 19.62754(W) AD(       ) 1
 GW2801  NGVD 29 (07/01/93)  273.3    (m)          897.     (f) GPS OBS        
 GW2801
 GW2801.Superseded values are not recommended for survey control.
 GW2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2801.See file dsdata.txt to determine how the superseded data were derived.
 GW2801
 GW2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3239932994(NAD 83)
 GW2801_MARKER: DD = SURVEY DISK
 GW2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2801_SP_SET: CONCRETE POST
 GW2801_STAMPING: 018
 GW2801_MARK LOGO: VA0130
 GW2801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2801+STABILITY: SURFACE MOTION
 GW2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2801+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2801
 GW2801  HISTORY     - Date     Condition        Report By
 GW2801  HISTORY     - 1992     MONUMENTED       MSI
 GW2801  HISTORY     - 20051027 GOOD             GEOCAC
 GW2801
 GW2801                          STATION DESCRIPTION
 GW2801
 GW2801'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2801'THE STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) EAST OF THE
 GW2801'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 (BUSINESS) AND
 GW2801'U.S. 221/S.R. 122 (NORTH), PROCEED EAST 0.3 MI (0.5 KM) ALONG U.S.
 GW2801'460 (BUSINESS) TO THE INTERSECTION WITH ORANGE STREET. TURN LEFT ONTO
 GW2801'ORANGE STREET AND TRAVEL 0.7 MI (1.1 KM) NORTHEAST TO THE STATION ON
 GW2801'THE RIGHT, EAST OF THE SEWAGE TREATMENT PLANT.
 GW2801'THE STATION IS A 3.25 IN ALUMINUM CITY OF BEDFORD DISK IN A CONCRETE
 GW2801'MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 018.
 GW2801'THE MONUMENT IS LOCATED 1.6 FT (0.5 M) EAST OF A WITNESS POST, 22.5
 GW2801'FT (6.9 M) SOUTHWEST OF A FIRE HYDRANT, 31.5 FT (9.6 M) SOUTHEAST OF
 GW2801'A CHAINLINK FENCE CORNER, AND 58.7 FT (17.9 M) NORTHEAST OF AN ANGLE
 GW2801'POINT IN THE CHAINLINK FENCE.
 GW2801
 GW2801                          STATION RECOVERY (2005)
 GW2801
 GW2801'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2802 ***********************************************************************
 GW2802  DESIGNATION -  CITY OF BEDFORD 019
 GW2802  PID         -  GW2802
 GW2802  STATE/COUNTY-  VA/C OF BEDFORD
 GW2802  USGS QUAD   -  BEDFORD (1989)
 GW2802
 GW2802                         *CURRENT SURVEY CONTROL
 GW2802  ___________________________________________________________________
 GW2802* NAD 83(1993)-  37 20 20.05314(N)    079 31 16.52075(W)     ADJUSTED  
 GW2802* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 GW2802  ___________________________________________________________________
 GW2802  X           -     923,447.824 (meters)                     COMP
 GW2802  Y           -  -4,992,815.025 (meters)                     COMP
 GW2802  Z           -   3,847,536.697 (meters)                     COMP
 GW2802  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 GW2802  ELLIP HEIGHT-         284.46  (meters)          (05/17/02) GPS OBS
 GW2802  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2802
 GW2802  HORZ ORDER  -  FIRST
 GW2802  ELLP ORDER  -  FOURTH    CLASS II
 GW2802
 GW2802.The horizontal coordinates were established by GPS observations
 GW2802.and adjusted by the National Geodetic Survey in September 1995..
 GW2802
 GW2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2802
 GW2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2802
 GW2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2802
 GW2802.The ellipsoidal height was determined by GPS observations
 GW2802.and is referenced to NAD 83.
 GW2802
 GW2802.The geoid height was determined by GEOID03.
 GW2802
 GW2802;                    North         East     Units Scale Factor Converg.
 GW2802;SPC VA S     - 1,112,082.311 3,409,508.052   MT  0.99994553   -0 37 11.4
 GW2802;SPC VA S     - 3,648,556.72 11,186,027.67   sFT  0.99994553   -0 37 11.4
 GW2802;UTM  17      - 4,133,494.515   630,990.478   MT  0.99981136   +0 53 49.3
 GW2802
 GW2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2802!SPC VA S     -   0.99995536  x   0.99994553  =   0.99990090
 GW2802!UTM  17      -   0.99995536  x   0.99981136  =   0.99976673
 GW2802
 GW2802:                Primary Azimuth Mark                     Grid Az
 GW2802:SPC VA S     -  CITY OF BEDFORD 017                      028 28 58.8
 GW2802:UTM  17      -  CITY OF BEDFORD 017                      026 57 58.1
 GW2802
 GW2802|---------------------------------------------------------------------|
 GW2802| PID    Reference Object                     Distance      Geod. Az  |
 GW2802|                                                           dddmmss.s |
 GW2802| GW2800 CITY OF BEDFORD 017                 APPROX. 1.7 KM 0275147.4 |
 GW2802| GW2801 CITY OF BEDFORD 018                 APPROX. 1.5 KM 1102808.6 |
 GW2802| GW2799 CITY OF BEDFORD 016                 APPROX. 1.1 KM 2722018.8 |
 GW2802|---------------------------------------------------------------------|
 GW2802
 GW2802                          SUPERSEDED SURVEY CONTROL
 GW2802
 GW2802  ELLIP H (09/08/95)  284.54   (m)                       GP(       ) 4 2
 GW2802  NAD 83(1993)-  37 20 20.05313(N)    079 31 16.52079(W) AD(       ) 1
 GW2802  ELLIP H (11/14/94)  284.54   (m)                       GP(       ) 4 2
 GW2802  NAD 83(1986)-  37 20 20.05991(N)    079 31 16.53460(W) AD(       ) 1
 GW2802  NGVD 29 (07/01/93)  316.8    (m)         1039.     (f) GPS OBS        
 GW2802
 GW2802.Superseded values are not recommended for survey control.
 GW2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2802.See file dsdata.txt to determine how the superseded data were derived.
 GW2802
 GW2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3099033495(NAD 83)
 GW2802_MARKER: DD = SURVEY DISK
 GW2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2802_SP_SET: CONCRETE POST
 GW2802_STAMPING: 019
 GW2802_MARK LOGO: VA0130
 GW2802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2802+STABILITY: SURFACE MOTION
 GW2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2802+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 GW2802
 GW2802  HISTORY     - Date     Condition        Report By
 GW2802  HISTORY     - 1992     MONUMENTED       MSI
 GW2802  HISTORY     - 20051027 GOOD             GEOCAC
 GW2802  HISTORY     - 20051223 GOOD             USPSQD
 GW2802
 GW2802                          STATION DESCRIPTION
 GW2802
 GW2802'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2802'THE STATION IS LOCATED APPROXIMATELY 0.3 MI (0.5 KM) NORTH OF THE
 GW2802'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2802'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 (BUSINESS) AND
 GW2802'U.S. 221/S.R. 122 (NORTH), PROCEED NORTH 0.4 MI (0.6 KM) ALONG U.S.
 GW2802'221/ 122 (NORTH) TO THE INTERSECTION WITH S.R. 43 AND THE STATION ON
 GW2802'THE LEFT IN AN ISLAND IN THE PARKING AREA OF BEDFORD MIDDLE SCHOOL.
 GW2802'THE STATION IS A 3.25 IN ALUMINUM CITY OF BEDFORD DISK IN A CONCRETE
 GW2802'MONUMENT APPROXIMATELY FLUSH WITH THE GROUND SURFACE, STAMPED 019.
 GW2802'THE MONUMENT IS LOCATED IN FRONT OF THE OLD SCHOOL BUILDING, 3.6 FT
 GW2802'(1.1 M) SOUTH OF THE PARKING LOT PAVEMENT, 9.0 FT (2.7 M) NORTH OF
 GW2802'THE EDGE OF PAVEMENT, 10.4 FT (3.2 M) WEST OF A LAMP POST, AND 93.7
 GW2802'FT (28.6 M) SOUTH OF THE SOUTHWESTERNMOST CORNER OF THE OLD SCHOOL
 GW2802'BUILDING.
 GW2802
 GW2802                          STATION RECOVERY (2005)
 GW2802
 GW2802'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2802'RECOVERED IN GOOD CONDITION.
 GW2802
 GW2802                          STATION RECOVERY (2005)
 GW2802
 GW2802'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2802' 
 GW2802' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1563 ***********************************************************************
 GV1563  DESIGNATION -  CITY OF RICHMOND
 GV1563  PID         -  GV1563
 GV1563  STATE/COUNTY-  VA/HENRICO
 GV1563  USGS QUAD   -  RICHMOND (1994)
 GV1563
 GV1563                         *CURRENT SURVEY CONTROL
 GV1563  ___________________________________________________________________
 GV1563* NAD 83(1986)-  37 31 06.     (N)    077 22 50.     (W)     SCALED    
 GV1563* NAVD 88     -        51.131  (meters)     167.75   (feet)  POSTED    
 GV1563  ___________________________________________________________________
 GV1563  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GV1563  DYNAMIC HT  -          51.100 (meters)     167.65  (feet)  COMP
 GV1563  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 GV1563
 GV1563  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GV1563
 GV1563.The horizontal coordinates were scaled from a topographic map and have
 GV1563.an estimated accuracy of +/- 6 seconds.
 GV1563
 GV1563.The orthometric height was determined by differential leveling
 GV1563.and adjusted by the National Geodetic Survey in 1992..
 GV1563.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GV1563.rate of 4.1 thru 8.0 mm/km.
 GV1563
 GV1563.The geoid height was determined by GEOID03.
 GV1563
 GV1563.The dynamic height is computed by dividing the NAVD 88
 GV1563.geopotential number by the normal gravity value computed on the
 GV1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1563.degrees latitude (g = 980.6199 gals.).
 GV1563
 GV1563.The modeled gravity was interpolated from observed gravity values.
 GV1563
 GV1563;                    North         East    Units  Estimated Accuracy
 GV1563;SPC VA S     - 1,132,090.    3,598,960.      MT  (+/- 180 meters Scaled)
 GV1563
 GV1563                          SUPERSEDED SURVEY CONTROL
 GV1563
 GV1563  NGVD 29 (??/??/??)   51.452  (m)          168.81   (f) ADJUSTED    2 0
 GV1563
 GV1563.Superseded values are not recommended for survey control.
 GV1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1563.See file dsdata.txt to determine how the superseded data were derived.
 GV1563
 GV1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG896550(NAD 83)
 GV1563_MARKER: B = BOLT
 GV1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1563_SP_SET: VALVE BOX
 GV1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1563
 GV1563  HISTORY     - Date     Condition        Report By
 GV1563  HISTORY     - UNK      MONUMENTED       VA2060
 GV1563  HISTORY     - 1958     GOOD             CGS
 GV1563  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1563  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1563  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 GV1563  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1563
 GV1563                          STATION DESCRIPTION
 GV1563
 GV1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1563'3.7 MI E FROM RICHMOND.
 GV1563'3.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF
 GV1563'U.S. HIGHWAY 360 ON EAST BROAD STREET.  THE MARK IS THE TOP
 GV1563'OF A COPPER BOLT SET IN CONCRETE IN A SMALL CAST IRON WELL OR
 GV1563'VALVE BOX.  IT IS 70.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GV1563'OF A BRICK HOUSE, 46 FEET EAST OF A POWER POLE AND 24.5 FEET
 GV1563'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  THE TOP OF THE
 GV1563'WELL IS LEVEL WITH THE GROUND.
 GV1563
 GV1563                          STATION RECOVERY (1996)
 GV1563
 GV1563'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1563'MARK NOT FOUND.
 GV1563
 GV1563                          STATION RECOVERY (2000)
 GV1563
 GV1563'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV1563'MARK NOT FOUND.
 GV1563
 GV1563                          STATION RECOVERY (2003)
 GV1563
 GV1563'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV1563'MARK NOT FOUND.
 GV1563
 GV1563                          STATION RECOVERY (2005)
 GV1563
 GV1563'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5463 ***********************************************************************
 GV5463  DESIGNATION -  CITY POINT LIGHT
 GV5463  PID         -  GV5463
 GV5463  STATE/COUNTY-  VA/CHESTERFIELD
 GV5463  USGS QUAD   -  HOPEWELL (1994)
 GV5463
 GV5463                         *CURRENT SURVEY CONTROL
 GV5463  ___________________________________________________________________
 GV5463* NAD 83(1993)-  37 19 14.27981(N)    077 16 52.54669(W)     ADJUSTED  
 GV5463* NAVD 88     -                                                        
 GV5463  ___________________________________________________________________
 GV5463  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GV5463  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GV5463
 GV5463  HORZ ORDER  -  THIRD
 GV5463
 GV5463.The horizontal coordinates were established by classical geodetic methods
 GV5463.and adjusted by the National Geodetic Survey in September 1995..
 GV5463
 GV5463
 GV5463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5463
 GV5463.The geoid height was determined by GEOID03.
 GV5463
 GV5463;                    North         East     Units Scale Factor Converg.
 GV5463;SPC VA S     - 1,110,262.475 3,608,015.750   MT  0.99994573   +0 44 22.9
 GV5463;SPC VA S     - 3,642,586.14 11,837,298.34   sFT  0.99994573   +0 44 22.9
 GV5463;UTM  18      - 4,132,882.668   297,863.384   MT  1.00010334   -1 23 00.7
 GV5463
 GV5463                          SUPERSEDED SURVEY CONTROL
 GV5463
 GV5463  NAD 83(1993)-  37 19 14.28050(N)    077 16 52.54662(W) AD(       ) 4
 GV5463  NAD 83(1986)-  37 19 14.28575(N)    077 16 52.56448(W) AD(       ) 4
 GV5463  NAD 27      -  37 19 13.75200(N)    077 16 53.64200(W) AD(       ) 3
 GV5463
 GV5463.Superseded values are not recommended for survey control.
 GV5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5463.See file dsdata.txt to determine how the superseded data were derived.
 GV5463
 GV5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9786332883(NAD 83)
 GV5463_MARKER: 14 = NAVIGATION LIGHT
 GV5463
 GV5463  HISTORY     - Date     Condition        Report By
 GV5463  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5463  HISTORY     - 1942     GOOD             CGS
 GV5463  HISTORY     - 1942     GOOD             CGS
 GV5463  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5463
 GV5463                          STATION DESCRIPTION
 GV5463
 GV5463'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5463'A THREE PILE WOODEN STRUCTURE LOCATED IN THE WATER ON THE SOUTH
 GV5463'SIDE OF THE ENTRANCE TO THE APPOMATTOX RIVER.
 GV5463
 GV5463                          STATION RECOVERY (1942)
 GV5463
 GV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5463'1938 DESCRIPTION ADEQUATE.
 GV5463
 GV5463                          STATION RECOVERY (1942)
 GV5463
 GV5463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5463'OBJECT RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  OBJECT
 GV5463'OBSERVED WAS TOP OF LADDER LEG OF THREE-PILE BLACK AND WHITE
 GV5463'SLATTED STRUCTURE.
 GV5463
 GV5463                          STATION RECOVERY (2004)
 GV5463
 GV5463'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAK)
 GV5463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV6180 ***********************************************************************
 GV6180  DESIGNATION -  CLARA
 GV6180  PID         -  GV6180
 GV6180  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV6180  USGS QUAD   -  HEATHSVILLE (1992)
 GV6180
 GV6180                         *CURRENT SURVEY CONTROL
 GV6180  ___________________________________________________________________
 GV6180* NAD 83(1993)-  37 55 03.33784(N)    076 26 37.05342(W)     ADJUSTED  
 GV6180* NAVD 88     -        31.1    (meters)     102.     (feet)  GPS OBS   
 GV6180  ___________________________________________________________________
 GV6180  X           -   1,180,929.491 (meters)                     COMP
 GV6180  Y           -  -4,897,691.230 (meters)                     COMP
 GV6180  Z           -   3,898,229.988 (meters)                     COMP
 GV6180  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 GV6180  ELLIP HEIGHT-          -3.60  (meters)          (11/14/94) GPS OBS
 GV6180  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 GV6180
 GV6180  HORZ ORDER  -  SECOND
 GV6180  ELLP ORDER  -  FOURTH    CLASS II
 GV6180
 GV6180.The horizontal coordinates were established by GPS observations
 GV6180.and adjusted by the National Geodetic Survey in November 1994..
 GV6180
 GV6180.The orthometric height was determined by GPS observations and a
 GV6180.high-resolution geoid model.
 GV6180
 GV6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV6180
 GV6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV6180
 GV6180.The ellipsoidal height was determined by GPS observations
 GV6180.and is referenced to NAD 83.
 GV6180
 GV6180.The geoid height was determined by GEOID03.
 GV6180
 GV6180;                    North         East     Units Scale Factor Converg.
 GV6180;SPC VA S     - 1,177,788.048 3,680,802.465   MT  0.99999141   +1 14 53.0
 GV6180;SPC VA S     - 3,864,126.29 12,076,099.42   sFT  0.99999141   +1 14 53.0
 GV6180;SPC VA N     - 2,029,877.615 3,680,807.254   MT  1.00002244   +1 17 00.3
 GV6180;SPC VA N     - 6,659,690.14 12,076,115.13   sFT  1.00002244   +1 17 00.3
 GV6180;UTM  18      - 4,197,654.439   373,108.481   MT  0.99979831   -0 53 14.2
 GV6180
 GV6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV6180!SPC VA S     -   1.00000056  x   0.99999141  =   0.99999197
 GV6180!SPC VA N     -   1.00000056  x   1.00002244  =   1.00002300
 GV6180!UTM  18      -   1.00000056  x   0.99979831  =   0.99979887
 GV6180
 GV6180                          SUPERSEDED SURVEY CONTROL
 GV6180
 GV6180  NAD 83(1993)-  37 55 03.33718(N)    076 26 37.07059(W) AD(       ) 2
 GV6180
 GV6180.Superseded values are not recommended for survey control.
 GV6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV6180.See file dsdata.txt to determine how the superseded data were derived.
 GV6180
 GV6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7310897654(NAD 83)
 GV6180_MARKER: DD = SURVEY DISK
 GV6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV6180_SP_SET: CONCRETE POST
 GV6180_STAMPING: CLARA GPS 1992
 GV6180_MARK LOGO: NOS   
 GV6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GV6180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV6180+STABILITY: POSITION/ELEVATION WELL
 GV6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV6180+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV6180
 GV6180  HISTORY     - Date     Condition        Report By
 GV6180  HISTORY     - 1992     MONUMENTED       NOS
 GV6180  HISTORY     - 20020307 GOOD             USPSQD
 GV6180  HISTORY     - 20051026 GOOD             USPSQD
 GV6180
 GV6180                          STATION DESCRIPTION
 GV6180
 GV6180'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 GV6180'STATION IS LOCATED IN THE SMALL COMMUNITY OF CLARASVILLE ALONG THE
 GV6180'NORTH RIGHT OF WAY OF US HIGHWAY 360, ABOUT 1.5 MI (2.41 KM) EAST OF
 GV6180'HEATHSVILLE.
 GV6180'TO REACH FROM THE INTERSECTION OF US HIGHWAY 360 AND VA
 GV6180'HIGHWAY 630 IN CLARASVILLE, GO EAST ON US HIGHWAY 360 0.15 MI (0.24
 GV6180'KM) TO STATION ON LEFT RIGHT OF WAY.
 GV6180'STATION IS MARKED BY A STANDARD
 GV6180'NOS ALUMINUM DISK STAMPED---CLARA GPS 1992--- SET ON AN ALUMINUM ROD
 GV6180'THAT IS SURROUNDED BY A ROUND CONCRETE MONUMENT FLUSH TO THE GROUND.
 GV6180'IT IS 11.84 M (38.85 FT) N OF US HIGHWAY 360 CENTERLINE, 12.9 M
 GV6180'(42.32 FT) WSW OF A BRACE POLE, AND 6.5 M (21.33 FT) S OF DRAINAGE
 GV6180'DITCH CENTERLINE.
 GV6180'DESCRIBED BY PBW
 GV6180
 GV6180                          STATION RECOVERY (2002)
 GV6180
 GV6180'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV6180'RECOVERED IN GOOD CONDITION.
 GV6180
 GV6180                          STATION RECOVERY (2005)
 GV6180
 GV6180'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV6180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4669 ***********************************************************************
 GV4669  DESIGNATION -  CLAREMONT
 GV4669  PID         -  GV4669
 GV4669  STATE/COUNTY-  VA/SURRY
 GV4669  USGS QUAD   -  CLAREMONT (1986)
 GV4669
 GV4669                         *CURRENT SURVEY CONTROL
 GV4669  ___________________________________________________________________
 GV4669* NAD 83(1993)-  37 11 59.34346(N)    076 59 42.61008(W)     ADJUSTED  
 GV4669* NAVD 88     -        35.1    (meters)     115.     (feet)  VERTCON   
 GV4669  ___________________________________________________________________
 GV4669  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 GV4669  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 GV4669
 GV4669  HORZ ORDER  -  FIRST
 GV4669
 GV4669.The horizontal coordinates were established by classical geodetic methods
 GV4669.and adjusted by the National Geodetic Survey in September 1995..
 GV4669
 GV4669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4669
 GV4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4669
 GV4669.The geoid height was determined by GEOID03.
 GV4669
 GV4669;                    North         East     Units Scale Factor Converg.
 GV4669;SPC VA S     - 1,097,222.224 3,633,583.775   MT  0.99994966   +0 54 47.9
 GV4669;SPC VA S     - 3,599,803.25 11,921,182.77   sFT  0.99994966   +0 54 47.9
 GV4669;UTM  18      - 4,118,903.523   322,933.566   MT  0.99998623   -1 12 23.7
 GV4669
 GV4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4669!SPC VA S     -   0.99999991  x   0.99994966  =   0.99994957
 GV4669!UTM  18      -   0.99999991  x   0.99998623  =   0.99998614
 GV4669
 GV4669:                Primary Azimuth Mark                     Grid Az
 GV4669:SPC VA S     -  CLAREMONT AZ MK                          059 30 52.2
 GV4669:UTM  18      -  CLAREMONT AZ MK                          061 38 03.8
 GV4669
 GV4669|---------------------------------------------------------------------|
 GV4669| PID    Reference Object                     Distance      Geod. Az  |
 GV4669|                                                           dddmmss.s |
 GV4669| DC9101 CLAREMONT AZ MK                                    0602540.1 |
 GV4669| DC9102 CLAREMONT RM 1                       48.530 METERS 06806     |
 GV4669| DC9106 CLAREMONT RM 4 RESET                 28.371 METERS 07208     |
 GV4669| DC9105 CLAREMONT RM 4                      219.750 METERS 12159     |
 GV4669| DC9103 CLAREMONT RM 2                      381.580 METERS 20820     |
 GV4669| DC9107 CLAREMONT RM 5                       32.687 METERS 22740     |
 GV4669| DC9104 CLAREMONT RM 3 AZIMUTH                             24423     |
 GV4669| GV5467 HOPEWELL HUMMEL ROSS LOWER STK      APPROX.26.3 KM 2952527.2 |
 GV4669| GV5466 HOPEWELL HUMMEL ROSS CO N STK       APPROX.26.4 KM 2953150.7 |
 GV4669|---------------------------------------------------------------------|
 GV4669
 GV4669                          SUPERSEDED SURVEY CONTROL
 GV4669
 GV4669  NAD 83(1993)-  37 11 59.34534(N)    076 59 42.61353(W) AD(       ) 1
 GV4669  NAD 83(1986)-  37 11 59.34819(N)    076 59 42.63132(W) AD(       ) 1
 GV4669  NAD 27      -  37 11 58.81200(N)    076 59 43.75000(W) AD(       ) 1
 GV4669  NGVD 29 (07/19/86)   35.4    (m)          116.     (f) VERT ANG       
 GV4669
 GV4669.Superseded values are not recommended for survey control.
 GV4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4669.See file dsdata.txt to determine how the superseded data were derived.
 GV4669
 GV4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2293418904(NAD 83)
 GV4669_MARKER: DS = TRIANGULATION STATION DISK
 GV4669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4669+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV4669
 GV4669  HISTORY     - Date     Condition        Report By
 GV4669  HISTORY     - 1932     MONUMENTED       CGS
 GV4669  HISTORY     - 1934     GOOD             CGS
 GV4669  HISTORY     - 1942     GOOD             CGS
 GV4669  HISTORY     - 1944     GOOD             CGS
 GV4669  HISTORY     - 1961     GOOD             CGS
 GV4669  HISTORY     - 1966     GOOD             CGS
 GV4669  HISTORY     - 19970308 GOOD             USPSQD
 GV4669  HISTORY     - 20020223 GOOD             USPSQD
 GV4669
 GV4669                          STATION DESCRIPTION
 GV4669
 GV4669'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV4669'ON LAND OF ALBERT OCHSNER ABOUT 2-1/2 MILES SOUTHWEST OF
 GV4669'CLAREMONT.
 GV4669'
 GV4669'TO REACH FROM EITHER HOPEWELL OR SURRY TAKE ROUTE 10 TO CABIN
 GV4669'POINT WHICH IS ABOUT 13 MILES WEST OF SURRY AND ABOUT 18
 GV4669'MILES EAST OF HOPEWELL.  FROM CABIN POINT TAKE GRADED T-ROAD
 GV4669'IN AN EASTERLY DIRECTION 2.35 MILES OR ABOUT 250 YARDS NORTHEAST
 GV4669'ALONG ROAD FROM LARGE WHITE HOUSE ON NORTHWEST SIDE TO THE
 GV4669'STATION.  STATION IS IN YARD OF AN OLD ABANDONED HOUSE, 48
 GV4669'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 61.5 FEET SOUTH
 GV4669'OF THE SOUTHEAST CORNER OF THE OLD ABANDONED HOUSE, 29 FEET
 GV4669'NORTH OF THE FENCE PARALLEL TO THE ROAD.
 GV4669'
 GV4669'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4669'DISKS IN CONCRETE.
 GV4669'
 GV4669'REFERENCE MARK NO. 1 IS 159.22 FEET EAST OF THE STATION IN
 GV4669'THE SOUTHEAST CORNER OF FENCED FIELD BY ABANDONED HOUSE, 20
 GV4669'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD.  REFERENCE
 GV4669'MARK NO. 2 IS 125.19 FEET SOUTHWEST OF THE STATION, 16 FEET
 GV4669'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 GV4669'FENCE LINE ON THE SOUTH SIDE OF THE ROAD.  REFERENCE MARK NO.
 GV4669'3 IS ABOUT 0.2 MILE WEST OF THE STATION, 5 METERS SOUTH OF
 GV4669'THE CENTER LINE OF THE ROAD, AT THE SOUTHEAST CORNER OF GARDEN
 GV4669'PLOT, 4 METERS WEST OF THE CENTER LINE OF DRIVEWAY TO
 GV4669'FARMHOUSE WHICH IS ABOUT 50 METERS NORTH OF THE HIGHWAY.
 GV4669'
 GV4669'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV4669
 GV4669                          STATION RECOVERY (1934)
 GV4669
 GV4669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4669'ORIGINAL DESCRIPTION OF THIS STATION IS ACCURATE AND DETAILED,
 GV4669'STATION WAS RECOVERED IN GOOD CONDITION WITHOUT DIFFICULTY.
 GV4669'THE TWO CLOSE REFERENCE MARKS WERE RECOVERED ALSO AND THE DISTANCES
 GV4669'MEASURED TO THEM AND CHECKED THE ORIGINAL MEASUREMENTS, BOTH
 GV4669'MARKS ARE IN GOOD CONDITION.  A NEW DESCRIPTION OF THIS STATION
 GV4669'IS NOT NECESSARY AS THE ORIGINAL DESCRIPTION IS STILL ADEQUATE
 GV4669'FOR THE EASY RECOVERY OF THE STATION.
 GV4669
 GV4669                          STATION RECOVERY (1942)
 GV4669
 GV4669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4669'1934 DESCRIPTION ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 GV4669'
 GV4669'STATION IS 61.5 FEET SE FROM THE SE CORNER OF THE ABANDONED
 GV4669'HOUSE, 29 FEET NW OF THE FENCE PARALLEL TO THE ROAD.
 GV4669'
 GV4669'REFERENCE MARK NO. 3 IS 5 METERS N OF THE CENTER LINE OF THE
 GV4669'ROAD AND THE FARMHOUSE IS ABOUT 100 METERS N OF THE HIGHWAY.
 GV4669
 GV4669                          STATION RECOVERY (1944)
 GV4669
 GV4669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4669'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE, EXCEPT
 GV4669'THAT REFERENCE MARK 3 IS 5 METERS N, INSTEAD OF S, OF CENTER
 GV4669'LINE OF ROAD.
 GV4669
 GV4669                          STATION RECOVERY (1961)
 GV4669
 GV4669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4669'STATION MARK AND REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND
 GV4669'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND 3 WERE FOUND
 GV4669'DESTROYED.  THE OLD HOUSE MENTIONED IN DESCRIPTION HAS BEEN
 GV4669'REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GV4669'
 GV4669'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF CLAREMONT AND
 GV4669'ABOUT 3 MILES NORTHWEST OF SPRING GROVE AND 2.2 MILES NORTHEAST
 GV4669'OF CABIN POINT.  IT IS 83 FEET NORTHEAST OF POWER-POLE AC
 GV4669'168-1-6-R35, 63 FEET NORTH OF A TELEPHONE POLE, 33.7 FEET
 GV4669'NORTHWEST OF A FENCE CORNER, 31.5 FEET NORTH OF A FENCELINE
 GV4669'AND A CGS WITNESS SIGN, 46.5 FEET NORTH OF THE CENTER OF
 GV4669'HIGHWAY 613 AND 13.2 FEET WEST OF A FENCELINE.  THE MARK
 GV4669'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED CLAREMONT 1932.
 GV4669'
 GV4669'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS 69 FEET
 GV4669'EAST OF TELEPHONE NO. 62, 45 FEET SOUTH OF POWER POLE NO.
 GV4669'168-L6-R 35 AND 15 FEET SOUTH OF THE CENTER OF THE ROAD.  THE
 GV4669'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CLAREMONT
 GV4669'NO 2 1932.
 GV4669'
 GV4669'REFERENCE MARK NO. 4 IS SE OF THE STATION.  IT IS 48.8 FEET
 GV4669'SOUTHEAST OF THE WITNESS SIGN, 19 FEET SOUTH OF THE CENTER
 GV4669'OF THE ROAD AND 15.7 FEET EAST OF A TELEPHONE POLE.  THE MARK
 GV4669'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CLAREMONT
 GV4669'NO 4 1932.
 GV4669'
 GV4669'TO REACH THE STATION FROM CABIN POINT, GO EAST ON SECONDARY
 GV4669'STATE HIGHWAY 613 FOR 2.3 MILES TO THE STATION ON THE LEFT
 GV4669'AS DESCRIBED.
 GV4669
 GV4669                          STATION RECOVERY (1966)
 GV4669
 GV4669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV4669'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GV4669'REFERENCE MARKS WERE SEARCHED FOR BUT COULD NOT BE FOUND.  EVIDENCE
 GV4669'INDICATES THAT THEY WERE DESTROYED WHEN A NEW ROAD WAS CONSTRUCTED.
 GV4669'
 GV4669'REFERENCE MARKS NO. 4 AND NO. 5 AND A NEW AZIMUTH MARK WERE
 GV4669'ESTABLISHED BY THIS PARTY.
 GV4669'
 GV4669'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 GV4669'
 GV4669'THE STATION IS LOCATED 2-1/2 MILES SOUTHWEST OF CLAREMONT AND
 GV4669'2-1/4 MILES NORTHWEST OF CABIN POINT, ON PROPERTY OWNED BY
 GV4669'MR. C.B. FAISEN.
 GV4669'
 GV4669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 GV4669'COUNTY ROUTE 613 IN CABIN POINT, GO NORTHEASTERLY ON ROUTE 613 FOR
 GV4669'2.4 MILES TO THE STATION ON THE LEFT.
 GV4669'
 GV4669'THE STATION MARK IS A STANDARD DISK STAMPED CLAREMONT 1932, SET IN
 GV4669'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 GV4669'THE GROUND.  IT IS 79.5 FEET NORTHEAST OF A POWER POLE, 55 FEET
 GV4669'NORTH OF THE CENTER OF ROUTE 613, 25.5 FEET NORTHWEST OF A CORNER
 GV4669'FENCE POST AND 13.5 FEET WEST OF A METAL WITNESS POST WITH SIGN
 GV4669'ATTACHED.
 GV4669'
 GV4669'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CLAREMONT NO 4
 GV4669'1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GV4669'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 77 FEET EAST OF THE
 GV4669'CORNER FENCE POST, 33 FEET NORTH OF THE CENTER OF ROUTE 613 AND 6
 GV4669'INCHES NORTH OF A FENCE.
 GV4669'
 GV4669'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED CLAREMONT NO 5
 GV4669'1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GV4669'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF
 GV4669'THE CENTER OF ROUTE 613, 28.5 FEET WEST OF THE POWER POLE AND 1
 GV4669'FOOT NORTH OF THE FENCE.
 GV4669'
 GV4669'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAREMONT 1966, SET
 GV4669'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT PROJECTS
 GV4669'6 INCHES ABOVE THE GROUND.  IT IS 54 FEET SOUTHWEST OF A DRIVEWAY,
 GV4669'34.5 FEET SOUTHEAST OF THE CENTER OF ROUTE 613 AND 2 FEET
 GV4669'SOUTHWEST OF A POWER POLE.
 GV4669'
 GV4669'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 GV4669'COUNTY ROUTE 613 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GV4669'
 GV4669'HEIGHT OF LIGHT ABOVE STATION MARK 34.31 METERS.
 GV4669
 GV4669                          STATION RECOVERY (1997)
 GV4669
 GV4669'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4669'RECOVERED IN GOOD CONDITION.
 GV4669
 GV4669                          STATION RECOVERY (2002)
 GV4669
 GV4669'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4669'STATION FOUND IN GOOD CONDITION REFERENCE MARKS AND AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3501 ***********************************************************************
 HW3501  DESIGNATION -  CLARK
 HW3501  PID         -  HW3501
 HW3501  STATE/COUNTY-  VA/AUGUSTA
 HW3501  USGS QUAD   -  STUARTS DRAFT (1984)
 HW3501
 HW3501                         *CURRENT SURVEY CONTROL
 HW3501  ___________________________________________________________________
 HW3501* NAD 83(1993)-  38 03 10.72667(N)    079 01 14.01781(W)     ADJUSTED  
 HW3501* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 HW3501  ___________________________________________________________________
 HW3501  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HW3501  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HW3501
 HW3501  HORZ ORDER  -  SECOND
 HW3501
 HW3501.The horizontal coordinates were established by classical geodetic methods
 HW3501.and adjusted by the National Geodetic Survey in November 1994..
 HW3501
 HW3501.The orthometric height was scaled from a topographic map.
 HW3501
 HW3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3501
 HW3501.The geoid height was determined by GEOID03.
 HW3501
 HW3501;                    North         East     Units Scale Factor Converg.
 HW3501;SPC VA N     - 2,043,009.479 3,454,311.204   MT  0.99999659   -0 19 29.6
 HW3501;SPC VA N     - 6,702,773.60 11,333,019.34   sFT  0.99999659   -0 19 29.6
 HW3501;SPC VA S     - 1,190,972.109 3,454,310.263   MT  1.00001689   -0 18 57.4
 HW3501;SPC VA S     - 3,907,380.99 11,333,016.25   sFT  1.00001689   -0 18 57.4
 HW3501;UTM  17      - 4,213,542.832   673,672.777   MT  0.99997149   +1 13 13.5
 HW3501
 HW3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3501!SPC VA N     -   0.99992128  x   0.99999659  =   0.99991787
 HW3501!SPC VA S     -   0.99992128  x   1.00001689  =   0.99993816
 HW3501!UTM  17      -   0.99992128  x   0.99997149  =   0.99989277
 HW3501
 HW3501:                Primary Azimuth Mark                     Grid Az
 HW3501:SPC VA N     -  CLARK AZ MK                              072 45 46.8
 HW3501:SPC VA S     -  CLARK AZ MK                              072 45 14.6
 HW3501:UTM  17      -  CLARK AZ MK                              071 13 03.7
 HW3501
 HW3501|---------------------------------------------------------------------|
 HW3501| PID    Reference Object                     Distance      Geod. Az  |
 HW3501|                                                           dddmmss.s |
 HW3501| DC3988 CLARK AZ MK                                        0722617.2 |
 HW3501| HW3345 WAYNESBORO GENERAL ELEC TANK        APPROX.13.8 KM 0723643.8 |
 HW3501| DC3989 CLARK RM 1                           12.367 METERS 15929     |
 HW3501| DC3990 CLARK RM 2                           25.547 METERS 23941     |
 HW3501| HW3493 STAUNTON RAD STA WTON MAST          APPROX.10.1 KM 3485529.8 |
 HW3501|---------------------------------------------------------------------|
 HW3501
 HW3501                          SUPERSEDED SURVEY CONTROL
 HW3501
 HW3501  NAD 83(1986)-  38 03 10.72491(N)    079 01 14.02338(W) AD(       ) 2
 HW3501  NAD 27      -  38 03 10.23540(N)    079 01 14.93420(W) AD(       ) 2
 HW3501
 HW3501.Superseded values are not recommended for survey control.
 HW3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3501.See file dsdata.txt to determine how the superseded data were derived.
 HW3501
 HW3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7367313543(NAD 83)
 HW3501_MARKER: DS = TRIANGULATION STATION DISK
 HW3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HW3501
 HW3501  HISTORY     - Date     Condition        Report By
 HW3501  HISTORY     - 1957     MONUMENTED       CGS
 HW3501
 HW3501                          STATION DESCRIPTION
 HW3501
 HW3501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3501'THE STATION IS LOCATED ON A HIGH PROMINENT WOODED PEAKED
 HW3501'HILL THAT IS ABOUT 4 MILES SOUTH OF FISHERSVILLE, 6 MILES
 HW3501'SOUTHEAST OF STAUNTON AND 8 MILES SOUTHWEST OF WAYSENSBORO.
 HW3501'IT IS 49 FEET NORTHEAST OF A FENCE AND 12 FEET NORTHEAST
 HW3501'OF A 16 INCH TRIANGULAR BLAZED OAK TREE.  THE MARK PROJECTS
 HW3501'ABOUT 12 INCHES AND THE DISK IS STAMPED CLARK 1957.
 HW3501'
 HW3501'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE OF AN 18 INCH
 HW3501'SQUARE OUTCROP ROCK THAT PROJECTS ABOUT 2 FEET AND IS ABOUT
 HW3501'6 FEET LOWER THEN THE STATION.  THE DISK IS STAMPED CLARK
 HW3501'NO 1 1957.
 HW3501'
 HW3501'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE OF AN 18 INCH
 HW3501'SQUARE OUT CROP ROCK THAT PROJECTS ABOUT 2 FEET, IT IS 34
 HW3501'FEET SOUTHWEST OF FENCE AND ON THE SOUTH END OF HILL.  THE
 HW3501'DISK IS STAMPED CLARK NO 2 1957.
 HW3501'
 HW3501'AZIMUTH MARK IS ACROSS THE ROAD OF A 2 STORY BRICK HOUSE,
 HW3501'72 FEET NORTHEAST OF FENCE CORNER, 20 FEET NORTHWEST OF THE
 HW3501'CENTER LINE OF COUNTY ROUTE 643, 1 FOOT NORTHEAST OF A METAL
 HW3501'WITNESS POST AND IN FENCE LINE.  THE MARK IS SET FLUSH WITH
 HW3501'THE GROUND AND THE DISK IS STAMPED CLARK 1957.
 HW3501'
 HW3501'TO REACH THE STATION FROM THE SCHOOL HOUSE IN FISHERSVILLE,
 HW3501'GO EAST ON U.S. HIGHWAY 250 FOR 0.15 MILE TO CROSSROADS JUST
 HW3501'AFTER PASSING UNDER THE RAILROAD OVER PASS.  TURN RIGHT AND
 HW3501'GO SOUTHERLY ON COUNTY ROUTE 608 FOR 2.45 MILES TO CROSSROADS,
 HW3501'TURN LEFT AT CROSSROADS AND GO SOUTHEASTERLY ON COUNTY ROUTE
 HW3501'635 FOR 0.85 MILE TO FORK.  CONTINUE STRAIGHT AHEAD ON COUNTY
 HW3501'ROUTE 643 FOR 0.85 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE
 HW3501'STRAIGHT AHEAD FOR 0.3 MILE TO DRIVE-WAY ON RIGHT TO MR.
 HW3501'C.F. CLARK FARM HOUSE.  TURN RIGHT ON DRIVE-WAY PASSING
 HW3501'THROUGH GATES OF BARN YARD AND FOLLOW TRACK ROAD SOUTHERLY
 HW3501'THROUGH PASTURE FOR 0.25 MILE TO GATE AND A LARGE OAK TREE
 HW3501'AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW DIM TRACK ROAD
 HW3501'SOUTHERLY UP HILL FOR ABOUT 10 MINUTES TO TOP OF PEAK AND
 HW3501'STATION.
 HW3501'
 HW3501'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9398 ***********************************************************************
 AA9398  DESIGNATION -  CLARK
 AA9398  PID         -  AA9398
 AA9398  STATE/COUNTY-  VA/PATRICK
 AA9398  USGS QUAD   -  STUART (1967)
 AA9398
 AA9398                         *CURRENT SURVEY CONTROL
 AA9398  ___________________________________________________________________
 AA9398* NAD 83(1993)-  36 41 21.72899(N)    080 21 57.70578(W)     ADJUSTED  
 AA9398* NAVD 88     -       855.9    (meters)    2808.     (feet)  GPS OBS   
 AA9398  ___________________________________________________________________
 AA9398  X           -     857,070.683 (meters)                     COMP
 AA9398  Y           -  -5,049,098.734 (meters)                     COMP
 AA9398  Z           -   3,790,298.551 (meters)                     COMP
 AA9398  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AA9398  ELLIP HEIGHT-         823.79  (meters)          (05/17/02) GPS OBS
 AA9398  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 AA9398
 AA9398  HORZ ORDER  -  FIRST
 AA9398  ELLP ORDER  -  FOURTH    CLASS II
 AA9398
 AA9398.The horizontal coordinates were established by GPS observations
 AA9398.and adjusted by the National Geodetic Survey in December 1995..
 AA9398
 AA9398.The orthometric height was determined by GPS observations and a
 AA9398.high-resolution geoid model.
 AA9398
 AA9398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9398
 AA9398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9398
 AA9398.The ellipsoidal height was determined by GPS observations
 AA9398.and is referenced to NAD 83.
 AA9398
 AA9398.The geoid height was determined by GEOID03.
 AA9398
 AA9398;                    North         East     Units Scale Factor Converg.
 AA9398;SPC VA S     - 1,041,159.266 3,333,236.750   MT  1.00001493   -1 07 57.1
 AA9398;SPC VA S     - 3,415,870.03 10,935,794.24   sFT  1.00001493   -1 07 57.1
 AA9398;UTM  17      - 4,060,601.203   556,637.178   MT  0.99963952   +0 22 43.7
 AA9398
 AA9398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9398!SPC VA S     -   0.99987073  x   1.00001493  =   0.99988566
 AA9398!UTM  17      -   0.99987073  x   0.99963952  =   0.99951030
 AA9398
 AA9398:                Primary Azimuth Mark                     Grid Az
 AA9398:SPC VA S     -  CLARK AZ MK                              059 31 10.7
 AA9398:UTM  17      -  CLARK AZ MK                              058 00 29.9
 AA9398
 AA9398|---------------------------------------------------------------------|
 AA9398| PID    Reference Object                     Distance      Geod. Az  |
 AA9398|                                                           dddmmss.s |
 AA9398| AA9399 CLARK AZ MK                         APPROX. 0.6 KM 0582313.6 |
 AA9398|---------------------------------------------------------------------|
 AA9398
 AA9398                          SUPERSEDED SURVEY CONTROL
 AA9398
 AA9398  ELLIP H (12/05/95)  823.89   (m)                       GP(       ) 4 2
 AA9398
 AA9398.Superseded values are not recommended for survey control.
 AA9398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9398.See file dsdata.txt to determine how the superseded data were derived.
 AA9398
 AA9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5663760601(NAD 83)
 AA9398_MARKER: DD = SURVEY DISK
 AA9398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9398_STAMPING: 1130 CLARK VA LS 1718 1995
 AA9398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9398+STABILITY: SURFACE MOTION
 AA9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9398+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9398
 AA9398  HISTORY     - Date     Condition        Report By
 AA9398  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9398
 AA9398                          STATION DESCRIPTION
 AA9398
 AA9398'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9398'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 2.0 MILES
 AA9398'SOUTHWEST OF THE TOWN OF VESTA.  TO REACH THE STATION FROM THE
 AA9398'INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 610 PROCEED SOUTHWEST
 AA9398'ALONG STATE ROUTE 610 A DISTANCE OF 2.0 MILES TO ITS INTERSECTION WITH
 AA9398'STATE ROUTE 637. TURN RIGHT AND PROCEED NORTHWEST ALONG STATE ROUTE
 AA9398'637 A DISTANCE OF 0.8 MILE TO A GRAVEL FARM ROAD WITH A LOCKED GATE.
 AA9398'TURN LEFT THROUGH GATE AND PROCEED SOUTHWEST ALONG GRAVEL FARM ROAD A
 AA9398'DISTANCE OF 0.1 MILE TO A FORK IN THE ROAD AND GATE TO A PASTURE ROAD.
 AA9398'TURN RIGHT THROUGH GATE AND THEN 90 DEGREE LEFT AFTER GATE AND PROCEED
 AA9398'SOUTHWEST ALONG FENCELINE PASTURE ROAD A DISTANCE OF 0.1 MILE TO THE
 AA9398'STATION ON THE LEFT ON A HIGH POINT ON HILL ALONG FENCELINE. OBTAIN
 AA9398'PERMISSION FROM MR. AND MRS. J. MYRON CLARK, ROUTE 1, BOX 96-A1,
 AA9398'MEADOWS OF DAN, VIRGINIA 24120, TELEPHONE NUMBER 703/952-2429.  THE
 AA9398'STATION IS A STANDARD 3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED
 AA9398'IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED 1130
 AA9398'CLARK VA LS 1718 1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM
 AA9398'1995 MAGNETIC NORTH)(1) 33.5 FEET AZIMUTH 6 DEGREES TO A NUMBER 5
 AA9398'REBAR WITH A YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND 1.0 FOOT
 AA9398'WEST OF BARBWIRE FENCELINE, (2)24.1 FEET AZIMUTH 91 DEGREES TO A
 AA9398'NUMBER 5 REBAR WITH YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND
 AA9398'EAST OF BARBWIRE FENCELINE, (3)23.6 FEET AZIMUTH 180 DEGREES TO A
 AA9398'NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND
 AA9398'1.0 FOOT WEST OF BARBWIRE FENCELINE, (4) 5.0 FEET SOUTHWEST FROM A
 AA9398'WHITE CARSONITE WITNESS POST, (5)10.0 FEET EAST FROM CENTERLINE OF
 AA9398'PASTURE DIRT ROAD, AND (6) 5.0 FEET EAST FROM EDGE OF PASTURE DIRT
 AA9398'ROAD.  THE STATION IS INTERVISIBLE WITH STATION 1140 CLARK AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9399 ***********************************************************************
 AA9399  DESIGNATION -  CLARK AZ MK
 AA9399  PID         -  AA9399
 AA9399  STATE/COUNTY-  VA/PATRICK
 AA9399  USGS QUAD   -  STUART (1967)
 AA9399
 AA9399                         *CURRENT SURVEY CONTROL
 AA9399  ___________________________________________________________________
 AA9399* NAD 83(1993)-  36 41 31.09785(N)    080 21 38.80448(W)     ADJUSTED  
 AA9399* NAVD 88     -       861.7    (meters)    2827.     (feet)  GPS OBS   
 AA9399  ___________________________________________________________________
 AA9399  X           -     857,505.239 (meters)                     COMP
 AA9399  Y           -  -5,048,854.609 (meters)                     COMP
 AA9399  Z           -   3,790,533.621 (meters)                     COMP
 AA9399  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AA9399  ELLIP HEIGHT-         829.58  (meters)          (05/17/02) GPS OBS
 AA9399  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 AA9399
 AA9399  HORZ ORDER  -  FIRST
 AA9399  ELLP ORDER  -  FOURTH    CLASS II
 AA9399
 AA9399.The horizontal coordinates were established by GPS observations
 AA9399.and adjusted by the National Geodetic Survey in December 1995..
 AA9399
 AA9399.The orthometric height was determined by GPS observations and a
 AA9399.high-resolution geoid model.
 AA9399
 AA9399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9399
 AA9399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9399
 AA9399.The ellipsoidal height was determined by GPS observations
 AA9399.and is referenced to NAD 83.
 AA9399
 AA9399.The geoid height was determined by GEOID03.
 AA9399
 AA9399;                    North         East     Units Scale Factor Converg.
 AA9399;SPC VA S     - 1,041,438.752 3,333,711.596   MT  1.00001440   -1 07 45.7
 AA9399;SPC VA S     - 3,416,786.97 10,937,352.13   sFT  1.00001440   -1 07 45.7
 AA9399;UTM  17      - 4,060,893.007   557,104.312   MT  0.99964017   +0 22 55.0
 AA9399
 AA9399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9399!SPC VA S     -   0.99986982  x   1.00001440  =   0.99988422
 AA9399!UTM  17      -   0.99986982  x   0.99964017  =   0.99951004
 AA9399
 AA9399:                Primary Azimuth Mark                     Grid Az
 AA9399:SPC VA S     -  CLARK                                    239 31 10.6
 AA9399:UTM  17      -  CLARK                                    238 00 29.9
 AA9399
 AA9399|---------------------------------------------------------------------|
 AA9399| PID    Reference Object                     Distance      Geod. Az  |
 AA9399|                                                           dddmmss.s |
 AA9399| AA9398 CLARK                               APPROX. 0.6 KM 2382324.9 |
 AA9399|---------------------------------------------------------------------|
 AA9399
 AA9399                          SUPERSEDED SURVEY CONTROL
 AA9399
 AA9399  ELLIP H (12/05/95)  829.68   (m)                       GP(       ) 4 2
 AA9399
 AA9399.Superseded values are not recommended for survey control.
 AA9399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9399.See file dsdata.txt to determine how the superseded data were derived.
 AA9399
 AA9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5710460893(NAD 83)
 AA9399_MARKER: DD = SURVEY DISK
 AA9399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9399_STAMPING: 1140 CLARK AZ MK VA LS 1718 1995
 AA9399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9399+STABILITY: SURFACE MOTION
 AA9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9399+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9399
 AA9399  HISTORY     - Date     Condition        Report By
 AA9399  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9399
 AA9399                          STATION DESCRIPTION
 AA9399
 AA9399'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9399'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ABOUT 1.5 MILES
 AA9399'SOUTH OF THE TOWN OF VESTA.  TO REACH THE STATION FROM THE
 AA9399'INTERSECTION OF U.S. HIGHWAY 58 AT AND STATE ROUTE 610 PROCEED
 AA9399'SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 2.0 MILES TO ITS
 AA9399'INTERSECTION WITH STATE ROUTE 637. TURN RIGHT AND PROCEED NORTHWEST
 AA9399'ALONG STATE ROUTE 637 A DISTANCE OF 0.6 MILE TO THE STATION ON THE
 AA9399'RIGHT AT TOP OF BACK SLOPE.  THE STATION IS A STANDARD 3 1/4 INCH
 AA9399'ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH
 AA9399'WITH THE GROUND AND STAMPED 1140 CLARK AZ MK VA LS 1718 1995.
 AA9399'MONUMENT (TOP) IS APPROXIMATELY 2.0 FEET ABOVE ROAD SURFACE.
 AA9399'REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1)
 AA9399'27.4 FEET AZIMUTH 129 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9399'GEOMETRICS CAP SET FLUSH WITH THE GROUND 1.0 FOOT WEST OF FOUR STRAND
 AA9399'BARBWIRE FENCELINE POST, (2) 30.2 FEET AZIMUTH 219 DEGREES TO A NAIL
 AA9399'IN THE SIDE OF A WOODEN FRAME FENCE POST MARKED WITH A REFERENCE
 AA9399'WASHER IN THE FACE OF THE POST, (3)23.7 FEET AZIMUTH 317 DEGREES TO A
 AA9399'NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET FLUSH WITH THE GROUND
 AA9399'1.0 FOOT WEST OF A FOUR STRAND BARBWIRE FENCELINE POST, (4) 2.0 FEET
 AA9399'SOUTHWEST FROM A WHITE CARSONITE WITNESS POST, (5) 15.0 FEET EAST FROM
 AA9399'CENTERLINE OF STATE ROUTE 637 (GRAVEL), AND (6) 5.0 FEET EAST FROM
 AA9399'EDGE OF ROAD STATE ROUTE 637 (GRAVEL).  THE STATION IS INTERVISIBLE
 AA9399'WITH STATION 1130 CLARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW2960 ***********************************************************************
 HW2960  DESIGNATION -  CLARK ERDL
 HW2960  PID         -  HW2960
 HW2960  STATE/COUNTY-  VA/ORANGE
 HW2960  USGS QUAD   -  RAPIDAN (1984)
 HW2960
 HW2960                         *CURRENT SURVEY CONTROL
 HW2960  ___________________________________________________________________
 HW2960* NAD 83(1993)-  38 18 44.61015(N)    078 00 05.41230(W)     ADJUSTED  
 HW2960* NAVD 88     -       323.947  (meters)    1062.82   (feet)  ADJUSTED  
 HW2960  ___________________________________________________________________
 HW2960  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 HW2960  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW2960  DYNAMIC HT  -         323.738 (meters)    1062.13  (feet)  COMP
 HW2960  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 HW2960
 HW2960  HORZ ORDER  -  FIRST
 HW2960  VERT ORDER  -  SECOND    CLASS 0
 HW2960
 HW2960.The horizontal coordinates were established by classical geodetic methods
 HW2960.and adjusted by the National Geodetic Survey in November 1994..
 HW2960
 HW2960.The orthometric height was determined by differential leveling
 HW2960.and adjusted by the National Geodetic Survey in June 1991..
 HW2960
 HW2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW2960
 HW2960.The geoid height was determined by GEOID03.
 HW2960
 HW2960.The dynamic height is computed by dividing the NAVD 88
 HW2960.geopotential number by the normal gravity value computed on the
 HW2960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW2960.degrees latitude (g = 980.6199 gals.).
 HW2960
 HW2960.The modeled gravity was interpolated from observed gravity values.
 HW2960
 HW2960;                    North         East     Units Scale Factor Converg.
 HW2960;SPC VA N     - 2,071,792.393 3,543,595.946   MT  0.99996248   +0 18 40.0
 HW2960;SPC VA N     - 6,797,205.54 11,625,947.70   sFT  0.99996248   +0 18 40.0
 HW2960;UTM  17      - 4,244,731.537   762,167.261   MT  1.00044655   +1 51 35.9
 HW2960;UTM  18      - 4,244,740.081   237,569.787   MT  1.00044825   -1 51 42.6
 HW2960
 HW2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW2960!SPC VA N     -   0.99995422  x   0.99996248  =   0.99991670
 HW2960!UTM  17      -   0.99995422  x   1.00044655  =   1.00040075
 HW2960!UTM  18      -   0.99995422  x   1.00044825  =   1.00040245
 HW2960
 HW2960:                Primary Azimuth Mark                     Grid Az
 HW2960:SPC VA N     -  CLARK MOUNTAIN CENTER RAD MAST           076 42 42.9
 HW2960:UTM  17      -  CLARK MOUNTAIN CENTER RAD MAST           075 09 47.0
 HW2960:UTM  18      -  CLARK MOUNTAIN CENTER RAD MAST           078 53 05.5
 HW2960
 HW2960|---------------------------------------------------------------------|
 HW2960| PID    Reference Object                     Distance      Geod. Az  |
 HW2960|                                                           dddmmss.s |
 HW2960| HV5529 CLARK MOUNTAIN CENTER RAD MAST      APPROX. 1.9 KM 0770122.9 |
 HW2960| HW3297 CLARK MOUNTAIN MICROWAVE TOWER      242.871 METERS 22351     |
 HW2960| HW0671 CLARK RM                             32.743 METERS 22546     |
 HW2960| HW0674 CLARK MT RESET                      164.950 METERS 23049     |
 HW2960| HW3298 RAPIDAN                             138.073 METERS 26509     |
 HW2960| HW3180 CLARK ERDL AZ MK                    APPROX. 6.2 KM 3291128.5 |
 HW2960| HW0669 CLARK ERDL RM 1                      13.387 METERS 34135     |
 HW2960|---------------------------------------------------------------------|
 HW2960
 HW2960                          SUPERSEDED SURVEY CONTROL
 HW2960
 HW2960  NAD 83(1986)-  38 18 44.61478(N)    078 00 05.42412(W) AD(       ) 1
 HW2960  NAD 27      -  38 18 44.14216(N)    078 00 06.43059(W) AD(       ) 1
 HW2960  NGVD 29 (??/??/92)  324.198  (m)         1063.64   (f) ADJ UNCH    2 0
 HW2960
 HW2960.Superseded values are not recommended for survey control.
 HW2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW2960.See file dsdata.txt to determine how the superseded data were derived.
 HW2960
 HW2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC6216744732(NAD 83)
 HW2960_MARKER: DS = TRIANGULATION STATION DISK
 HW2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW2960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW2960_STAMPING: CLARK ERDL 1959
 HW2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW2960+STABILITY: SURFACE MOTION
 HW2960
 HW2960  HISTORY     - Date     Condition        Report By
 HW2960  HISTORY     - 1957     MONUMENTED       CGS
 HW2960  HISTORY     - 1957     GOOD             CGS
 HW2960  HISTORY     - 1965     GOOD             CGS
 HW2960  HISTORY     - 19980930 GOOD             USPSQD
 HW2960  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW2960
 HW2960                          STATION DESCRIPTION
 HW2960
 HW2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW2960'THE STATION IS ABOUT 10.0 MILES SOUTH-SOUTHWEST OF CULPEPER, 7 MILES
 HW2960'ABOUT 200 YARDS FROM THE SUMMIT OF MOUNTAIN, AND IS ON PROPERTY OF
 HW2960'MRS. W.H. DUNN.
 HW2960'
 HW2960'TO REACH FROM THE LORD CULPEPPER HOTEL IN CULPEPPER, GO SOUTH ON
 HW2960'U.S. HIGHWAY 522 0.5 MILE AND TURN LEFT WITH HIGHWAY 522 AND GO 1.8
 HW2960'MILES, TURN RIGHT WITH HIGHWAY 522 AND GO SOUTH 3.4 MILES TO ROAD
 HW2960'FORKS.  TAKE RIGHT FORK OFF OF HIGHWAY 522 AND GO SOUTH ON ROUTE
 HW2960'615 FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 HW2960'ON ROUTE 615 FOR 3.85 MILES, CROSS BRIDGE OVER RAPIDAN RIVER AND
 HW2960'GO EAST 1.2 MILES TO A ROAD FORK.  TAKE LEFT FORK ON ROUTE 627
 HW2960'KEEPING ON BLACKTOP AND GO 1.9 MILES TO A SMALL POND ON THE RIGHT,
 HW2960'CONTINUE FOR 0.1 MILE AND TURN LEFT ON GRAVEL ROAD 697 AND GO 1.9
 HW2960'MILES TO A PACKING SHED ON THE RIGHT AND THE STATION IN THE
 HW2960'PASTURE ON THE LEFT.
 HW2960'
 HW2960'STATION MARKS ARE STANDARD DISKS STAMPED CLARK ERDL 1957.  THE
 HW2960'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HW2960'OF THE GROUND.  IT IS 243 FEET EAST-NORTHEAST OF THE FENCE CORNER
 HW2960'IN THE SOUTHWEST CORNER OF PASTURE AND 113 FEET EAST-SOUTHEAST OF
 HW2960'THE CENTER OF THE ROAD.  THE UNDERGROUND DISK IS SET IN AN
 HW2960'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF GROUND.
 HW2960'
 HW2960'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLARK ERDL NO 1 1957,
 HW2960'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HW2960'GROUND.  IT IS 251 FEET EAST-NORTHEAST OF THE FENCE CORNER IN THE
 HW2960'SOUTHWEST CORNER OF PASTURE AND 74 FEET SOUTH-SOUTHEAST OF THE
 HW2960'CENTER OF ROAD.
 HW2960'
 HW2960'REFERENCE MARK NO. 2 IS A CORPS OF ENGINEERS U.S. ARMY SURVEY MARK,
 HW2960'NO STAMPING, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HW2960'THE GROUND.  IT IS 148 FEET NORTHEAST OF THE FENCE CORNER IN THE
 HW2960'SOUTHWEST CORNER OF PASTURE AND 113 FEET EAST-NORTHEAST OF THE
 HW2960'CENTER OF ROAD.
 HW2960'
 HW2960'AZIMUTH MARK, A STANDARD DISK STAMPED CLARK ERDL 1957, IS SET IN A
 HW2960'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 117 FEET
 HW2960'SOUTH-SOUTHEAST OF A FARM DRIVEWAY, 23 FEET EAST-SOUTHEAST OF THE
 HW2960'CENTER OF STATE HIGHWAY 615, 2 FEET SOUTH OF A TELEPHONE POLE
 HW2960'NUMBER-6350, AND 1 FOOT WEST-NORTHWEST OF A BOARD FENCE.  A
 HW2960'STANDARD WITNESS POST WAS SET 1-1/2 FEET SOUTH-SOUTHEAST OF MARK.
 HW2960'
 HW2960'A TRAVERSE CONNECTION WAS MADE FROM STATION CLARK ERDL TO
 HW2960'STATION CLARK MT 1871-1932.  DISTANCE BEING 541.18 FEET
 HW2960'(164.952 METERS.)
 HW2960
 HW2960                          STATION RECOVERY (1957)
 HW2960
 HW2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HW2960'3 MI W FROM EVERONA.
 HW2960'FROM THE JUNCTION OF COUNTY ROUTE 627 AND 617, ABOUT 0.17 MILE
 HW2960'NORTHERLY OF EVERONA, WESTERLY ON ROUTE 627 FOR 3.3 MILE TO A
 HW2960'GRAVELED ROAD TO THE RIGHT, COUNTY ROAD 697.  TURN RIGHT AND GO
 HW2960'2.00 MILES TO THE TOP OF HILL AND STATION SITE.  THE MARK, A
 HW2960'STANDARD TRIANGULATION DISC SET IN A 12 BY 12 INCH CONCRETE
 HW2960'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 243 FEET EAST-NORTHEAST
 HW2960'OF A FENCE CORNER, THE SOUTHWEST CORNER OF A PASTURE, 113 FEET
 HW2960'EAST-SOUTHEAST OF THE CENTER OF THE ROAD.
 HW2960
 HW2960                          STATION RECOVERY (1965)
 HW2960
 HW2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW2960'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 HW2960'DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HW2960
 HW2960                          STATION RECOVERY (1998)
 HW2960
 HW2960'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW2960'RECOVERED IN GOOD CONDITION.
 HW2960
 HW2960                          STATION RECOVERY (2003)
 HW2960
 HW2960'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW2960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3180 ***********************************************************************
 HW3180  DESIGNATION -  CLARK ERDL AZ MK
 HW3180  PID         -  HW3180
 HW3180  STATE/COUNTY-  VA/CULPEPER
 HW3180  USGS QUAD   -  RAPIDAN (1984)
 HW3180
 HW3180                         *CURRENT SURVEY CONTROL
 HW3180  ___________________________________________________________________
 HW3180* NAD 83(1993)-  38 21 36.56853(N)    078 02 15.66149(W)     ADJUSTED  
 HW3180* NAVD 88     -       101.443  (meters)     332.82   (feet)  ADJUSTED  
 HW3180  ___________________________________________________________________
 HW3180  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 HW3180  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3180  DYNAMIC HT  -         101.381 (meters)     332.61  (feet)  COMP
 HW3180  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 HW3180
 HW3180  HORZ ORDER  -  SECOND
 HW3180  VERT ORDER  -  FIRST     CLASS II
 HW3180
 HW3180.The horizontal coordinates were established by classical geodetic methods
 HW3180.and adjusted by the National Geodetic Survey in November 1994..
 HW3180
 HW3180.The orthometric height was determined by differential leveling
 HW3180.and adjusted by the National Geodetic Survey in June 1991..
 HW3180
 HW3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3180
 HW3180.The geoid height was determined by GEOID03.
 HW3180
 HW3180.The dynamic height is computed by dividing the NAVD 88
 HW3180.geopotential number by the normal gravity value computed on the
 HW3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3180.degrees latitude (g = 980.6199 gals.).
 HW3180
 HW3180.The modeled gravity was interpolated from observed gravity values.
 HW3180
 HW3180;                    North         East     Units Scale Factor Converg.
 HW3180;SPC VA N     - 2,077,077.744 3,540,405.128   MT  0.99995842   +0 17 18.7
 HW3180;SPC VA N     - 6,814,545.90 11,615,479.16   sFT  0.99995842   +0 17 18.7
 HW3180;UTM  17      - 4,249,931.123   758,833.072   MT  1.00042514   +1 50 22.0
 HW3180;UTM  18      - 4,250,145.352   234,580.265   MT  1.00046768   -1 53 10.7
 HW3180
 HW3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3180!SPC VA N     -   0.99998914  x   0.99995842  =   0.99994756
 HW3180!UTM  17      -   0.99998914  x   1.00042514  =   1.00041427
 HW3180!UTM  18      -   0.99998914  x   1.00046768  =   1.00045681
 HW3180
 HW3180:                Primary Azimuth Mark                     Grid Az
 HW3180:SPC VA N     -  CLARK ERDL AZI AZ MK                     022 26 14.7
 HW3180:UTM  17      -  CLARK ERDL AZI AZ MK                     020 53 11.4
 HW3180:UTM  18      -  CLARK ERDL AZI AZ MK                     024 36 44.1
 HW3180
 HW3180|---------------------------------------------------------------------|
 HW3180| PID    Reference Object                     Distance      Geod. Az  |
 HW3180|                                                           dddmmss.s |
 HW3180| DC3991 CLARK ERDL AZI AZ MK                               0224333.4 |
 HW3180| HW3179 CLARK ERDL AZ MK RM 1                33.820 METERS 07539     |
 HW3180| HW3178 CLARK ERDL AZ MK RM 2                52.804 METERS 10347     |
 HW3180| HW3296 CLARK ERDL AZI ECC                   91.518 METERS 14909     |
 HW3180| HW3297 CLARK MOUNTAIN MICROWAVE TOWER      APPROX. 6.2 KM 1511908.1 |
 HW3180|---------------------------------------------------------------------|
 HW3180
 HW3180                          SUPERSEDED SURVEY CONTROL
 HW3180
 HW3180  NAD 83(1986)-  38 21 36.57276(N)    078 02 15.67236(W) AD(       ) 2
 HW3180  NAD 27      -  38 21 36.10386(N)    078 02 16.67627(W) AD(       ) 2
 HW3180
 HW3180.Superseded values are not recommended for survey control.
 HW3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3180.See file dsdata.txt to determine how the superseded data were derived.
 HW3180
 HW3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5883349931(NAD 83)
 HW3180_MARKER: DZ = AZIMUTH MARK DISK
 HW3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3180_SP_SET: CONCRETE POST
 HW3180_STAMPING: CLARK ERDL 1957
 HW3180_MARK LOGO: CGS   
 HW3180_PROJECTION: PROJECTING 5 CENTIMETERS
 HW3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3180+STABILITY: SURFACE MOTION
 HW3180
 HW3180  HISTORY     - Date     Condition        Report By
 HW3180  HISTORY     - 1959     MONUMENTED       CGS
 HW3180  HISTORY     - 1965     GOOD             CGS
 HW3180  HISTORY     - 1984     GOOD             NGS
 HW3180  HISTORY     - 20010131 GOOD             USPSQD
 HW3180
 HW3180                          STATION DESCRIPTION
 HW3180
 HW3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HW3180'STATION LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF CULPEPER AND ABOUT
 HW3180'3-1/2 MILES NORTH OF RAPIDAN, ALONG COUNTY ROAD NO. 615.  IT IS
 HW3180'1-1/2 FOOT NORTH OF A 4 X 4 WHITE WITNESS POST, 1 FOOT SOUTHWEST OF
 HW3180'FENCELINE, 1 FOOT SOUTH OF TELEPHONE POLE NO. 3649 AND 32-1/2
 HW3180'FEET SOUTHEAST OF THE CENTERLINE OF COUNTRY ROAD NO. 615.  THE
 HW3180'MARK IS A 12X12 INCH CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 HW3180'DISK IS A STANDARD AZIMUTH MARK DISK STAMPED CLARK ERDL 1957.
 HW3180'
 HW3180'TO REACH FROM BRIDGE OVER THE RAPIDAN RIVER, (RAPIDAN, VIRGINIA) GO
 HW3180'NORTH ON COUNTY ROAD NO. 615 FOR 3.85 MILES TO STATION ON LEFT.
 HW3180'CONTINUE NORTH FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT.
 HW3180'
 HW3180'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF FENCELINE, 11-1/2 FEET
 HW3180'SOUTHWEST OF THE CENTER OF DRIVEWAY, 110 FEET SOUTH OF TELEPHONE
 HW3180'POLE NO. 3649 AND 52 FEET WEST OF PRIVATE ROAD SIGN.  THE MARK IS A
 HW3180'12X12 INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 HW3180'STAMPED CLARK AZI NO 1 1959.
 HW3180'
 HW3180'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF FENCELINE, 10 FEET
 HW3180'SOUTHWEST OF THE CENTER OF DRIVEWAY AND 48 FEET SOUTH OF PRIVATE
 HW3180'ROAD SIGN.  THE MARK IS A 12X12 INCH CONCRETE POST THAT PROJECTS
 HW3180'2 INCHES AND THE DISK IS STAMPED CLARK AZI NO 2 1959.
 HW3180'
 HW3180'AZIMUTH MARK IS 11 FEET SOUTHWEST OF POWERLINE POLE, 23 FEET
 HW3180'SOUTHEAST OF MOST EASTERLY RAIL OF RAILROAD TRACKS, 28-1/2 FEET
 HW3180'NORTHWEST OF CENTERLINE OF COUNTY ROAD NO. 615 AND 56 FEET
 HW3180'NORTHWEST OF TELEPHONE POLE NO. 3636.  IT IS MARKED WITH A STANDARD
 HW3180'AZIMUTH MARK DISK SET IN A 12X12 INCH CONCRETE POST THAT PROJECTS 4
 HW3180'INCHES AND THE DISK IS STAMPED CLARK AZI 1959.
 HW3180'
 HW3180'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3180
 HW3180                          STATION RECOVERY (1965)
 HW3180
 HW3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3180'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 HW3180'STATION WAS OCCUPIED BY A LIGHTKEEPER ONLY.  THE ORIGINAL
 HW3180'DESCRIPTION IS ADEQUATE.
 HW3180
 HW3180                          STATION RECOVERY (1984)
 HW3180
 HW3180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW3180'6.2 KM (3.85 MI) NE FROM RAPIDAN.
 HW3180'6.2 KM (3.85 MI) NORTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3180'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3180'MARK ON THE RIGHT, JUST SOUTHWEST OF A PRIVATE DRIVE LEADING SOUTHEAST
 HW3180'TO COLDWATER FARM, IN THE SMALL COMMUNITY OF BUENA, 9.91 METERS
 HW3180'(32.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER
 HW3180'(1.0 FT) NORTHWEST OF A FENCE LINE, 0.30 METER (1.0 FT) SOUTHWEST OF
 HW3180'TELEPHONE POLE 327.
 HW3180'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 HW3180'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HW3180
 HW3180                          STATION RECOVERY (2001)
 HW3180
 HW3180'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3178 ***********************************************************************
 HW3178  DESIGNATION -  CLARK ERDL AZ MK RM 2
 HW3178  PID         -  HW3178
 HW3178  STATE/COUNTY-  VA/CULPEPER
 HW3178  USGS QUAD   -  RAPIDAN (1984)
 HW3178
 HW3178                         *CURRENT SURVEY CONTROL
 HW3178  ___________________________________________________________________
 HW3178* NAD 83(1986)-  38 21 36.     (N)    078 02 15.     (W)     SCALED    
 HW3178* NAVD 88     -       102.876  (meters)     337.52   (feet)  ADJUSTED  
 HW3178  ___________________________________________________________________
 HW3178  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3178  DYNAMIC HT  -         102.813 (meters)     337.31  (feet)  COMP
 HW3178  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 HW3178
 HW3178  VERT ORDER  -  FIRST     CLASS II
 HW3178
 HW3178.The horizontal coordinates were scaled from a topographic map and have
 HW3178.an estimated accuracy of +/- 6 seconds.
 HW3178
 HW3178.The orthometric height was determined by differential leveling
 HW3178.and adjusted by the National Geodetic Survey in June 1991..
 HW3178
 HW3178.The geoid height was determined by GEOID03.
 HW3178
 HW3178.The dynamic height is computed by dividing the NAVD 88
 HW3178.geopotential number by the normal gravity value computed on the
 HW3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3178.degrees latitude (g = 980.6199 gals.).
 HW3178
 HW3178.The modeled gravity was interpolated from observed gravity values.
 HW3178
 HW3178;                    North         East    Units  Estimated Accuracy
 HW3178;SPC VA N     - 2,077,060.    3,540,420.      MT  (+/- 180 meters Scaled)
 HW3178
 HW3178                          SUPERSEDED SURVEY CONTROL
 HW3178
 HW3178.No superseded survey control is available for this station.
 HW3178
 HW3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC588499(NAD 83)
 HW3178_MARKER: DR = REFERENCE MARK DISK
 HW3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3178_SP_SET: CONCRETE POST
 HW3178_STAMPING: CLARK AZI NO 2 1959
 HW3178_MARK LOGO: CGS   
 HW3178_PROJECTION: PROJECTING 5 CENTIMETERS
 HW3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3178+STABILITY: SURFACE MOTION
 HW3178
 HW3178  HISTORY     - Date     Condition        Report By
 HW3178  HISTORY     - 1959     MONUMENTED       CGS
 HW3178  HISTORY     - 1984     GOOD             NGS
 HW3178  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HW3178
 HW3178                          STATION DESCRIPTION
 HW3178
 HW3178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3178'6.2 KM (3.85 MI) NE FROM RAPIDAN.
 HW3178'6.2 KM (3.85 MI) NORTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3178'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3178'MARK ON THE RIGHT, JUST SOUTHWEST OF A PRIVATE DRIVE LEADING SOUTHEAST
 HW3178'TO COLDWATER FARM, IN THE SMALL COMMUNITY OF BUENA, 52.79 METERS
 HW3178'(173.2 FT) EAST OF STATION CLARK ERDL AZIMUTH MARK, 3.05 METERS
 HW3178'(10.0 FT) SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE, 0.30 METER
 HW3178'(1.0 FT) SOUTHWEST OF A FENCE LINE.
 HW3178'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HW3178
 HW3178                          STATION RECOVERY (2001)
 HW3178
 HW3178'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3179 ***********************************************************************
 HW3179  DESIGNATION -  CLARK ERDL AZ MK RM 1
 HW3179  PID         -  HW3179
 HW3179  STATE/COUNTY-  VA/CULPEPER
 HW3179  USGS QUAD   -  RAPIDAN (1984)
 HW3179
 HW3179                         *CURRENT SURVEY CONTROL
 HW3179  ___________________________________________________________________
 HW3179* NAD 83(1986)-  38 21 36.     (N)    078 02 15.     (W)     SCALED    
 HW3179* NAVD 88     -       102.448  (meters)     336.11   (feet)  ADJUSTED  
 HW3179  ___________________________________________________________________
 HW3179  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3179  DYNAMIC HT  -         102.385 (meters)     335.91  (feet)  COMP
 HW3179  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 HW3179
 HW3179  VERT ORDER  -  FIRST     CLASS II
 HW3179
 HW3179.The horizontal coordinates were scaled from a topographic map and have
 HW3179.an estimated accuracy of +/- 6 seconds.
 HW3179
 HW3179.The orthometric height was determined by differential leveling
 HW3179.and adjusted by the National Geodetic Survey in June 1991..
 HW3179
 HW3179.The geoid height was determined by GEOID03.
 HW3179
 HW3179.The dynamic height is computed by dividing the NAVD 88
 HW3179.geopotential number by the normal gravity value computed on the
 HW3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3179.degrees latitude (g = 980.6199 gals.).
 HW3179
 HW3179.The modeled gravity was interpolated from observed gravity values.
 HW3179
 HW3179;                    North         East    Units  Estimated Accuracy
 HW3179;SPC VA N     - 2,077,060.    3,540,420.      MT  (+/- 180 meters Scaled)
 HW3179
 HW3179                          SUPERSEDED SURVEY CONTROL
 HW3179
 HW3179.No superseded survey control is available for this station.
 HW3179
 HW3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC588499(NAD 83)
 HW3179_MARKER: DR = REFERENCE MARK DISK
 HW3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3179_SP_SET: CONCRETE POST
 HW3179_STAMPING: CLARK AZI NO 1 1959
 HW3179_MARK LOGO: CGS   
 HW3179_PROJECTION: PROJECTING 10 CENTIMETERS
 HW3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3179+STABILITY: SURFACE MOTION
 HW3179
 HW3179  HISTORY     - Date     Condition        Report By
 HW3179  HISTORY     - 1959     MONUMENTED       CGS
 HW3179  HISTORY     - 1984     GOOD             NGS
 HW3179  HISTORY     - 20010131 GOOD             USPSQD
 HW3179
 HW3179                          STATION DESCRIPTION
 HW3179
 HW3179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3179'6.2 KM (3.85 MI) NE FROM RAPIDAN.
 HW3179'6.2 KM (3.85 MI) NORTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3179'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3179'MARK ON THE RIGHT, JUST SOUTHWEST OF A PRIVATE DRIVE LEADING SOUTHEAST
 HW3179'TO COLDWATER FARM, IN THE SMALL COMMUNITY OF BUENA, 33.83 METERS
 HW3179'(111.0 FT) EAST OF STATION CLARK ERDL AZIMUTH MARK, 3.50 METERS
 HW3179'(11.5 FT) SOUTHWEST OF THE CENTER OF THE PRIVATE DRIVE, 0.30 METER
 HW3179'(1.0 FT+ SOUTHWEST OF A FENCE LINE.
 HW3179'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HW3179
 HW3179                          STATION RECOVERY (2001)
 HW3179
 HW3179'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3296 ***********************************************************************
 HW3296  DESIGNATION -  CLARK ERDL AZI ECC
 HW3296  PID         -  HW3296
 HW3296  STATE/COUNTY-  VA/CULPEPER
 HW3296  USGS QUAD   -  RAPIDAN (1984)
 HW3296
 HW3296                         *CURRENT SURVEY CONTROL
 HW3296  ___________________________________________________________________
 HW3296* NAD 83(1993)-  38 21 34.02020(N)    078 02 13.72897(W)     ADJUSTED  
 HW3296* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 HW3296  ___________________________________________________________________
 HW3296  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 HW3296  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3296
 HW3296  HORZ ORDER  -  SECOND
 HW3296
 HW3296.The horizontal coordinates were established by classical geodetic methods
 HW3296.and adjusted by the National Geodetic Survey in November 1994..
 HW3296
 HW3296.The orthometric height was scaled from a topographic map.
 HW3296
 HW3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3296
 HW3296.The geoid height was determined by GEOID03.
 HW3296
 HW3296;                    North         East     Units Scale Factor Converg.
 HW3296;SPC VA N     - 2,076,999.408 3,540,452.439   MT  0.99995847   +0 17 19.9
 HW3296;SPC VA N     - 6,814,288.89 11,615,634.38   sFT  0.99995847   +0 17 19.9
 HW3296;UTM  17      - 4,249,854.061   758,882.509   MT  1.00042545   +1 50 23.1
 HW3296;UTM  18      - 4,250,065.237   234,624.592   MT  1.00046739   -1 53 09.4
 HW3296
 HW3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3296!SPC VA N     -   0.99998941  x   0.99995847  =   0.99994788
 HW3296!UTM  17      -   0.99998941  x   1.00042545  =   1.00041485
 HW3296!UTM  18      -   0.99998941  x   1.00046739  =   1.00045679
 HW3296
 HW3296                          SUPERSEDED SURVEY CONTROL
 HW3296
 HW3296  NAD 83(1986)-  38 21 34.02444(N)    078 02 13.73984(W) AD(       ) 2
 HW3296  NAD 27      -  38 21 33.55549(N)    078 02 14.74381(W) AD(       ) 2
 HW3296
 HW3296.Superseded values are not recommended for survey control.
 HW3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3296.See file dsdata.txt to determine how the superseded data were derived.
 HW3296
 HW3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5888349854(NAD 83)
 HW3296_MARKER: N = NAIL
 HW3296_SETTING: 0 = UNSPECIFIED SETTING
 HW3296
 HW3296  HISTORY     - Date     Condition        Report By
 HW3296  HISTORY     - 1959     MONUMENTED       CGS
 HW3296  HISTORY     - 20010131 MARK NOT FOUND   USPSQD
 HW3296
 HW3296                          STATION DESCRIPTION
 HW3296
 HW3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HW3296'THIS IS AN UNOCCUPIED TRAVERSE STATION.
 HW3296'
 HW3296'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF CULPEPER AND ABOUT
 HW3296'3-1/2 MILES NORTH OF RAPIDAN, ALONG COUNTY ROAD NO. 615.  THE
 HW3296'UNDERGROUND MARK IS A 1X2 INCH STAKE WITH A NAIL TO MARK CENTER.
 HW3296'IT IS ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.  THE SURFACE
 HW3296'MARK IS A 1X2 INCH WOOD STAKE WITH A NAIL TO MARK CENTER, THE
 HW3296'MARK PROJECTS ABOUT 6 INCHES.
 HW3296'
 HW3296'TO REACH FROM THE BRIDGE OVER THE RAPIDAN RIVER AT RAPIDAN VIRGINIA,
 HW3296'GO NORTH ON COUNTY ROAD NO. 615 FOR 3.85 MILES TO CLARK ERDL 1957
 HW3296'AZIMUTH MARK AND STATION ABOUT 300 FEET SOUTHEAST.
 HW3296'
 HW3296'A DISTANCE MEASUREMENT WAS MADE FROM THIS STATION TO TRIANGULATION
 HW3296'STATION CLARK ERDL 1957 (AZI. MK.) BY THE GEODIMETER MODEL NO. 4
 HW3296'AND THE DISTANCE IS 300.25 FEET OR 91.517 METERS.
 HW3296
 HW3296                          STATION RECOVERY (2001)
 HW3296
 HW3296'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW3296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0669 ***********************************************************************
 HW0669  DESIGNATION -  CLARK ERDL RM 1
 HW0669  PID         -  HW0669
 HW0669  STATE/COUNTY-  VA/ORANGE
 HW0669  USGS QUAD   -  RAPIDAN (1984)
 HW0669
 HW0669                         *CURRENT SURVEY CONTROL
 HW0669  ___________________________________________________________________
 HW0669* NAD 83(1986)-  38 18 44.     (N)    078 00 05.     (W)     SCALED    
 HW0669* NAVD 88     -       323.220  (meters)    1060.43   (feet)  ADJUSTED  
 HW0669  ___________________________________________________________________
 HW0669  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW0669  DYNAMIC HT  -         323.012 (meters)    1059.75  (feet)  COMP
 HW0669  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 HW0669
 HW0669  VERT ORDER  -  SECOND    CLASS 0
 HW0669
 HW0669.The horizontal coordinates were scaled from a topographic map and have
 HW0669.an estimated accuracy of +/- 6 seconds.
 HW0669
 HW0669.The orthometric height was determined by differential leveling
 HW0669.and adjusted by the National Geodetic Survey in June 1991..
 HW0669
 HW0669.The geoid height was determined by GEOID03.
 HW0669
 HW0669.The dynamic height is computed by dividing the NAVD 88
 HW0669.geopotential number by the normal gravity value computed on the
 HW0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0669.degrees latitude (g = 980.6199 gals.).
 HW0669
 HW0669.The modeled gravity was interpolated from observed gravity values.
 HW0669
 HW0669;                    North         East    Units  Estimated Accuracy
 HW0669;SPC VA N     - 2,071,770.    3,543,610.      MT  (+/- 180 meters Scaled)
 HW0669
 HW0669                          SUPERSEDED SURVEY CONTROL
 HW0669
 HW0669  NGVD 29 (??/??/92)  323.472  (m)         1061.26   (f) ADJ UNCH    2 0
 HW0669
 HW0669.Superseded values are not recommended for survey control.
 HW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0669.See file dsdata.txt to determine how the superseded data were derived.
 HW0669
 HW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC621447(NAD 83)
 HW0669_MARKER: DR = REFERENCE MARK DISK
 HW0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0669_STAMPING: CLARK ERDL RM NO 1 1959
 HW0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0669+STABILITY: SURFACE MOTION
 HW0669
 HW0669  HISTORY     - Date     Condition        Report By
 HW0669  HISTORY     - 1957     MONUMENTED       CGS
 HW0669  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0669  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HW0669  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0669
 HW0669                          STATION DESCRIPTION
 HW0669
 HW0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HW0669'3 MI W FROM EVERONA.
 HW0669'FROM THE JUNCTION OF COUNTY ROUTE 627 AND 617 WHICH IS ABOUT 0.17
 HW0669'MILE NORTHERLY FROM EVERONA, WESTERLY ON ROUTE 627 FOR 3.3 MILES
 HW0669'TO A GRAVELED ROAD TO THE RIGHT WHICH IS COUNTY ROAD NO. 697.
 HW0669'THENCE RIGHT ON 697 FOR 2 MILES TO THE STATION SITE AT THE TOP
 HW0669'OF THE HILL.  THE MARK IS A STANDARD REFERENCE MARK DISC SET IN
 HW0669'A 12 BY 12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 HW0669'IT IS 251 FEET NORTHEAST OF THE FENCE CORNER AND 74 FEET
 HW0669'SOUTHEAST OF THE CENTER OF THE ROAD.
 HW0669
 HW0669                          STATION RECOVERY (1984)
 HW0669
 HW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0669'MARK NOT FOUND.
 HW0669
 HW0669                          STATION RECOVERY (1998)
 HW0669
 HW0669'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0669'MARK NOT FOUND.
 HW0669
 HW0669                          STATION RECOVERY (2003)
 HW0669
 HW0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4634 ***********************************************************************
 JV4634  DESIGNATION -  CLARK GAP ATT TOWER
 JV4634  PID         -  JV4634
 JV4634  STATE/COUNTY-  VA/LOUDOUN
 JV4634  USGS QUAD   -  WATERFORD (1984)
 JV4634
 JV4634                         *CURRENT SURVEY CONTROL
 JV4634  ___________________________________________________________________
 JV4634* NAD 83(1993)-  39 07 51.53435(N)    077 37 27.14127(W)     ADJUSTED  
 JV4634* NAVD 88     -                                                        
 JV4634  ___________________________________________________________________
 JV4634  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 JV4634  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JV4634
 JV4634  HORZ ORDER  -  THIRD
 JV4634
 JV4634.The horizontal coordinates were established by classical geodetic methods
 JV4634.and adjusted by the National Geodetic Survey in November 1994..
 JV4634
 JV4634
 JV4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4634
 JV4634.The geoid height was determined by GEOID03.
 JV4634
 JV4634;                    North         East     Units Scale Factor Converg.
 JV4634;SPC VA N     - 2,162,903.296 3,575,724.796   MT  0.99998848   +0 32 47.8
 JV4634;SPC VA N     - 7,096,125.23 11,731,357.10   sFT  0.99998848   +0 32 47.8
 JV4634;UTM  18      - 4,334,591.467   273,168.654   MT  1.00023358   -1 39 24.6
 JV4634
 JV4634                          SUPERSEDED SURVEY CONTROL
 JV4634
 JV4634  NAD 83(1993)-  39 07 51.53660(N)    077 37 27.14543(W) AD(       ) 4
 JV4634  NAD 83(1986)-  39 07 51.53365(N)    077 37 27.15237(W) AD(       ) 4
 JV4634  NAD 27      -  39 07 51.16244(N)    077 37 28.18032(W) AD(       ) 3
 JV4634
 JV4634.Superseded values are not recommended for survey control.
 JV4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4634.See file dsdata.txt to determine how the superseded data were derived.
 JV4634
 JV4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7316934591(NAD 83)
 JV4634_MARKER: 45 = MICROWAVE TOWER
 JV4634
 JV4634  HISTORY     - Date     Condition        Report By
 JV4634  HISTORY     - 1957     FIRST OBSERVED   CGS
 JV4634
 JV4634                          STATION DESCRIPTION
 JV4634
 JV4634'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 JV4634'THE STATION IS APPROXIMATELY 4-1/2 MILES EAST OF PURCELLVILLE,
 JV4634'1.0 MILES SOUTHWEST OF CLARK GAP AND 2.0 MILES WEST-NORTHWEST
 JV4634'OF LEESBURG ON A HIGH TIMBERED RIDGE.
 JV4634'
 JV4634'THE STATION IS THE TOP CENTER OF A LARGE, FOUR LEGGED, STEEL
 JV4634'STRUCTURE, PAINTED RED AND WHITE, WITH A SMALL ANTENNA AND
 JV4634'FIVE LARGE REFLECTORS ON TOP.  THE STRUCTURE IS ABOUT 130
 JV4634'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5529 ***********************************************************************
 HV5529  DESIGNATION -  CLARK MOUNTAIN CENTER RAD MAST
 HV5529  PID         -  HV5529
 HV5529  STATE/COUNTY-  VA/ORANGE
 HV5529  USGS QUAD   -  UNIONVILLE (1983)
 HV5529
 HV5529                         *CURRENT SURVEY CONTROL
 HV5529  ___________________________________________________________________
 HV5529* NAD 83(1993)-  38 18 58.21409(N)    077 58 50.44664(W)     ADJUSTED  
 HV5529* NAVD 88     -                                                        
 HV5529  ___________________________________________________________________
 HV5529  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HV5529  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV5529
 HV5529  HORZ ORDER  -  THIRD
 HV5529
 HV5529.The horizontal coordinates were established by classical geodetic methods
 HV5529.and adjusted by the National Geodetic Survey in November 1994..
 HV5529
 HV5529
 HV5529.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5529
 HV5529.The geoid height was determined by GEOID03.
 HV5529
 HV5529;                    North         East     Units Scale Factor Converg.
 HV5529;SPC VA N     - 2,072,221.930 3,545,414.696   MT  0.99996214   +0 19 26.8
 HV5529;SPC VA N     - 6,798,614.78 11,631,914.72   sFT  0.99996214   +0 19 26.8
 HV5529;UTM  18      - 4,245,100.518   239,404.396   MT  1.00043643   -1 50 56.6
 HV5529;UTM  17      - 4,245,210.313   763,974.622   MT  1.00045826   +1 52 23.0
 HV5529
 HV5529                          SUPERSEDED SURVEY CONTROL
 HV5529
 HV5529  NAD 83(1986)-  38 18 58.21860(N)    077 58 50.45827(W) AD(       ) 4
 HV5529  NAD 27      -  38 18 57.74700(N)    077 58 51.46800(W) AD(       ) 3
 HV5529
 HV5529.Superseded values are not recommended for survey control.
 HV5529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5529.See file dsdata.txt to determine how the superseded data were derived.
 HV5529
 HV5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3940445101(NAD 83)
 HV5529_MARKER: 42 = RADIO/TV MAST
 HV5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5529+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 HV5529
 HV5529  HISTORY     - Date     Condition        Report By
 HV5529  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV5529  HISTORY     - 20030311 GOOD             USPSQD
 HV5529
 HV5529                          STATION DESCRIPTION
 HV5529
 HV5529'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3297 ***********************************************************************
 HW3297  DESIGNATION -  CLARK MOUNTAIN MICROWAVE TOWER
 HW3297  PID         -  HW3297
 HW3297  STATE/COUNTY-  VA/ORANGE
 HW3297  USGS QUAD   -  RAPIDAN (1984)
 HW3297
 HW3297                         *CURRENT SURVEY CONTROL
 HW3297  ___________________________________________________________________
 HW3297* NAD 83(1993)-  38 18 38.92927(N)    078 00 12.33728(W)     ADJUSTED  
 HW3297* NAVD 88     -                                                        
 HW3297  ___________________________________________________________________
 HW3297  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HW3297  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW3297
 HW3297  HORZ ORDER  -  THIRD
 HW3297
 HW3297.The horizontal coordinates were established by classical geodetic methods
 HW3297.and adjusted by the National Geodetic Survey in November 1994..
 HW3297
 HW3297
 HW3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3297
 HW3297.The geoid height was determined by GEOID03.
 HW3297
 HW3297;                    North         East     Units Scale Factor Converg.
 HW3297;SPC VA N     - 2,071,616.326 3,543,428.667   MT  0.99996263   +0 18 35.7
 HW3297;SPC VA N     - 6,796,627.90 11,625,398.88   sFT  0.99996263   +0 18 35.7
 HW3297;UTM  17      - 4,244,550.926   762,004.723   MT  1.00044550   +1 51 31.4
 HW3297;UTM  18      - 4,244,570.401   237,395.867   MT  1.00044937   -1 51 46.7
 HW3297
 HW3297                          SUPERSEDED SURVEY CONTROL
 HW3297
 HW3297  NAD 83(1986)-  38 18 38.93356(N)    078 00 12.34903(W) AD(       ) 4
 HW3297  NAD 27      -  38 18 38.45900(N)    078 00 13.35900(W) AD(       ) 3
 HW3297
 HW3297.Superseded values are not recommended for survey control.
 HW3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3297.See file dsdata.txt to determine how the superseded data were derived.
 HW3297
 HW3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC6200544551(NAD 83)
 HW3297_MARKER: 45 = MICROWAVE TOWER
 HW3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3297+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 HW3297
 HW3297  HISTORY     - Date     Condition        Report By
 HW3297  HISTORY     - 1959     FIRST OBSERVED   CGS
 HW3297  HISTORY     - 20030311 GOOD             USPSQD
 HW3297
 HW3297                          STATION DESCRIPTION
 HW3297
 HW3297'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0674 ***********************************************************************
 HW0674  DESIGNATION -  CLARK MT RESET
 HW0674  PID         -  HW0674
 HW0674  STATE/COUNTY-  VA/ORANGE
 HW0674  USGS QUAD   -  RAPIDAN (1984)
 HW0674
 HW0674                         *CURRENT SURVEY CONTROL
 HW0674  ___________________________________________________________________
 HW0674* NAD 83(1993)-  38 18 41.23076(N)    078 00 10.67569(W)     ADJUSTED  
 HW0674* NAVD 88     -       329.447  (meters)    1080.86   (feet)  ADJUSTED  
 HW0674  ___________________________________________________________________
 HW0674  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HW0674  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW0674  DYNAMIC HT  -         329.233 (meters)    1080.16  (feet)  COMP
 HW0674  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 HW0674
 HW0674  HORZ ORDER  -  FIRST
 HW0674  VERT ORDER  -  SECOND    CLASS 0
 HW0674
 HW0674.The horizontal coordinates were established by classical geodetic methods
 HW0674.and adjusted by the National Geodetic Survey in November 1994..
 HW0674
 HW0674.The orthometric height was determined by differential leveling
 HW0674.and adjusted by the National Geodetic Survey in June 1991..
 HW0674
 HW0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0674
 HW0674.The geoid height was determined by GEOID03.
 HW0674
 HW0674.The dynamic height is computed by dividing the NAVD 88
 HW0674.geopotential number by the normal gravity value computed on the
 HW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0674.degrees latitude (g = 980.6199 gals.).
 HW0674
 HW0674.The modeled gravity was interpolated from observed gravity values.
 HW0674
 HW0674;                    North         East     Units Scale Factor Converg.
 HW0674;SPC VA N     - 2,071,687.505 3,543,468.648   MT  0.99996257   +0 18 36.7
 HW0674;SPC VA N     - 6,796,861.42 11,625,530.06   sFT  0.99996257   +0 18 36.7
 HW0674;UTM  17      - 4,244,623.195   762,042.784   MT  1.00044574   +1 51 32.5
 HW0674;UTM  18      - 4,244,640.046   237,438.539   MT  1.00044910   -1 51 45.8
 HW0674
 HW0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0674!SPC VA N     -   0.99995336  x   0.99996257  =   0.99991593
 HW0674!UTM  17      -   0.99995336  x   1.00044574  =   1.00039908
 HW0674!UTM  18      -   0.99995336  x   1.00044910  =   1.00040244
 HW0674
 HW0674:                Primary Azimuth Mark                     Grid Az
 HW0674:SPC VA N     -  CULPEPER BAPTIST CHURCH SPIRE            001 59 10.4
 HW0674:UTM  17      -  CULPEPER BAPTIST CHURCH SPIRE            000 26 14.6
 HW0674:UTM  18      -  CULPEPER BAPTIST CHURCH SPIRE            004 09 32.9
 HW0674
 HW0674|---------------------------------------------------------------------|
 HW0674| PID    Reference Object                     Distance      Geod. Az  |
 HW0674|                                                           dddmmss.s |
 HW0674| HV5531 CULPEPER BAPTIST CHURCH SPIRE       APPROX.18.0 KM 0021747.1 |
 HW0674| HV5534 CULPEPER NATL CEMETERY FLAG         APPROX.17.6 KM 0031733.7 |
 HW0674| HV5612 WARRENTON CTHSE CLOCK FACE          APPROX.48.1 KM 0215847.9 |
 HW0674| HW2960 CLARK ERDL                          164.950 METERS 05049     |
 HW0674| HW0672 CLARK MT RM 1                        31.443 METERS 09502     |
 HW0674| HV5522 UNIONVILLE AIRWAY BEACON            APPROX. 9.8 KM 1582628.3 |
 HW0674| HW0673 CLARK MT RM 2                        37.368 METERS 21602     |
 HW0674| DC3992 CLARK MT AZ MK                                     2741950.7 |
 HW0674| DC3993 CLARK MT RM 3 AZIMUTH                              3034951.7 |
 HW0674|---------------------------------------------------------------------|
 HW0674
 HW0674                          SUPERSEDED SURVEY CONTROL
 HW0674
 HW0674  NAD 83(1986)-  38 18 41.23543(N)    078 00 10.68749(W) AD(       ) 1
 HW0674  NAD 27      -  38 18 40.76271(N)    078 00 11.69399(W) AD(       ) 1
 HW0674  NGVD 29 (??/??/92)  329.70   (m)         1081.7    (f) COMPUTED    2 0
 HW0674
 HW0674.Superseded values are not recommended for survey control.
 HW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0674.See file dsdata.txt to determine how the superseded data were derived.
 HW0674
 HW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC6204344623(NAD 83)
 HW0674_MARKER: DS = TRIANGULATION STATION DISK
 HW0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0674_STAMPING: CLARK MT 1871-1932
 HW0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0674+STABILITY: SURFACE MOTION
 HW0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0674+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW0674
 HW0674  HISTORY     - Date     Condition        Report By
 HW0674  HISTORY     - 1871     MONUMENTED       CGS
 HW0674  HISTORY     - 1932     SEE DESCRIPTION  CGS
 HW0674  HISTORY     - 1942     GOOD             CGS
 HW0674  HISTORY     - 1954     GOOD             USE
 HW0674  HISTORY     - 1957     GOOD             CGS
 HW0674  HISTORY     - 1959     GOOD             NGS
 HW0674  HISTORY     - 1965     GOOD             CGS
 HW0674  HISTORY     - 1984     GOOD             NGS
 HW0674  HISTORY     - 19980930 GOOD             USPSQD
 HW0674  HISTORY     - 20030311 GOOD             USPSQD
 HW0674  HISTORY     - 20060106 GOOD             USPSQD
 HW0674
 HW0674                          STATION DESCRIPTION
 HW0674
 HW0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (COB)
 HW0674'STATION IS IN THE NE PART OF THE COUNTY NEAR THE RAPIDAN
 HW0674'RIVER.  IT IS CLEARED UPON THE SUMMIT WHICH IS LARGE AND
 HW0674'EASY OF ACCESS.
 HW0674'
 HW0674'NEAREST POST OFFICE IS RAPIDAN STATION ON THE ORANGE ALEX.
 HW0674'AND MAN. R.R. DISTANT BETWEEN 4 AND 5 MILES.
 HW0674'
 HW0674'STATION MARKED TEMPORARILY BY A STUB AND NAIL.  IT WILL
 HW0674'BE OCCUPIED AND PERMANENTLY MARKED THIS YEAR.  MR. JAMES
 HW0674'D. PRIEST LIVING ON THE MOUNTAIN ABOUT 1-1/2 MILES FROM
 HW0674'THE STATION WILL BE HELIOTROPHER TO BULL RUN.
 HW0674'
 HW0674'CAMP MUST BE PITCHED UPON THE W SIDE OF THE MOUNTAIN OR
 HW0674'AT AN OLD RUIN ON THE NE SIDE.
 HW0674'
 HW0674'NOTE--AFTER BEING OCCUPIED, STATION WAS MARKED WITH A LARGE
 HW0674'FLAT BOTTLE FILLED WITH ASHES AND HAVING IN THE TOP, BELOW
 HW0674'THE CORK, A DESCRIPTION OF THE STATION WRITTEN ON TRACING
 HW0674'MUSLIN.  TOP OF BOTTLE IS 30 INCHES BELOW SURFACE.  BOTTLE
 HW0674'9 INCHES LONG.  ABOVE THE BOTTLE IS A LIMESTONE POST, 7
 HW0674'INCHES SQUARE ON TOP AND 30 INCHES LONG, HAVING DEEP DIAGONAL
 HW0674'LINES CUT UPON THE TOP, WITH THE LETTERS U.S.C.S. CUT DEEPLY.
 HW0674'THE DIAGONALS RUN N AND S AND E AND W.  (TRUE).
 HW0674'
 HW0674'FOUR OTHER LIMESTONE POSTS EACH 6 INCHES SQUARE ON TOP AND
 HW0674'30 INCHES LONG ARE SET EACH 5 FEET FROM CENTER TO CENTER,
 HW0674'N, S, E, AND W OF THE STATION.  AN ARROW HEAD ON ONE DIAGONAL
 HW0674'OF EACH TOP POINTS TO THE STATION.
 HW0674
 HW0674                          STATION RECOVERY (1932)
 HW0674
 HW0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDH)
 HW0674'STATION IS ABOUT 7 MILES NE OF ORANGE COURTHOUSE AND 2-1/2
 HW0674'MILES E OF RAPIDAN STATION ON THE CHESAPEAKE AND OHIO RAILROAD.
 HW0674'IT IS AT THE SUMMIT OF CLARK MOUNTAIN, ABOUT 100 YARDS W OF
 HW0674'MRS. W.H. DUNNS HOUSE, 70 FEET NNW OF A SMALL BLACK HOUSE,
 HW0674'42 FEET SSE OF AN 18-INCH ELM TREE AT THE S END OF A TENNIS
 HW0674'COURT, AND 30 FEET N OF A 12-INCH ELM TREE.  THE MARK IS
 HW0674'A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE STONE
 HW0674'POST WHICH IS THE ORIGINAL STATION MARK.
 HW0674'
 HW0674'UNDERGROUND MARK, A BOTTLE IN AN UPRIGHT POSITION, WAS NOT
 HW0674'DISTURBED.  THERE ARE FOUR 6-INCH SQUARE STONE POSTS SET
 HW0674'5.0 FEET TO THE N, E, S, AND W OF THE STATION WITH ARROWS
 HW0674'ON TOP POINTING TO THE STATION.
 HW0674'
 HW0674'THREE NEW REFERENCES WERE ESTABLISHED AS FOLLOWS--
 HW0674'
 HW0674'REFERENCE MARK NO. 1 IS A STANDARD DISK SET AT THE TOP OF
 HW0674'A SQUARE BLOCK OF CONCRETE.  IT IS E OF THE STATION, 0.5
 HW0674'FOOT W OF A FENCE, 18 FEET SSW OF A 24-INCH ELM TREE, AND
 HW0674'ABOUT 100 FEET WSW OF SW CORNER OF HOUSE.
 HW0674'
 HW0674'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 HW0674'IN A BOULDER.  IT IS SSW OF THE STATION, 36 FEET WSW OF
 HW0674'THE SW CORNER OF AN OLD STONE FOUNDATION, AND 70 FEET SSW
 HW0674'OF A 15-INCH ELM TREE.
 HW0674'
 HW0674'REFERENCE MARK NO. 3 THE AZIMUTH MARK IS A STANDARD DISK
 HW0674'SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT 0.3 MILE
 HW0674'WNW OF THE STATION, ON THE W SLOPE OF THE HILL AND ABOUT
 HW0674'150 FEET BELOW THE TOP OF THE HILL.  IT IS IN AN OPEN FIELD
 HW0674'60 FEET WNW OF A RAIL FENCE, 100 FEET N OF THE CENTER LINE
 HW0674'OF A ROAD, AND 30 FEET WNW OF A SMALL PINE TREE.
 HW0674'
 HW0674'THE STATION IS REACHED FROM ORANGE POST OFFICE BY GOING
 HW0674'E 0.2 MILE TO FORKS.  TAKE RIGHT FORK (RAPIDAN STATION ROAD)
 HW0674'AND PROCEED 1.2 MILES AND TURN LEFT ON THE MAIN ROAD, CONTINUE
 HW0674'4.2 MILES AND TURN RIGHT ON GRAVEL ROAD WHERE MAIN ROAD
 HW0674'BEARS LEFT, PROCEED 2.0 MILES OR 0.15 MILE BEYOND STONE
 HW0674'GATE TO LINDEN FARM TO DIRT ROAD LEADING LEFT WITH SIGN
 HW0674'DUNSALE MOUNTAIN.  TURN LEFT AND PROCEED 2.25 MILES ON WINDING
 HW0674'ROAD UPHILL TO THE STATION AT THE SUMMIT.  TAKE THE RIGHT
 HW0674'HAND FORK AT EACH OF THE SEVERAL ROAD FORKS ON THE WAY UP
 HW0674'THE HILL.
 HW0674'
 HW0674'A 64-FOOT TOWER IS NECESSARY TO CLEAR LOCAL TIMBER.
 HW0674
 HW0674                          STATION RECOVERY (1942)
 HW0674
 HW0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HW0674'THE STATION, REFERENCE, AND WITNESS MARKS RECOVERED AND
 HW0674'FOUND IN GOOD CONDITION, FOLLOWING ADDITIONAL NOTES TO DESCRIPTION.
 HW0674'
 HW0674'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ORANGE
 HW0674'COURTHOUSE, AND 2.5 MILES EAST OF RAPIDAN STATION, ON THE
 HW0674'HIGHEST POINT OF CLARK MOUNTAIN, AND ON PROPERTY OWNED AND
 HW0674'OCCUPIED BY MRS W.H. DUNN.  IT IS 72 FEET NORTHWEST OF THE
 HW0674'NORTHWEST CORNER OF A SHACK, AND 216 FEET WEST OF THE NORTHWEST
 HW0674'CORNER OF MRS DUNNS HOUSE.  THE DISK IS SET IN A 6 BY 6-INCH
 HW0674'SANDSTONE POST IN THE ORIGINAL POINT ESTABLISHED IN 1871,
 HW0674'AND PROJECTS 3-INCHES.  THE DISK IS STAMPED CLARK MT, 1871,
 HW0674'1932.  THE WITNESS MARKS ESTABLISHED IN 1871 ARE RESPECTIVELY
 HW0674'5 FEET NORTH, SOUTH, EAST AND WEST OF THE STATION.
 HW0674'
 HW0674'REFERENCE MARK NO 1 IS EAST OF THE STATION, AND ABOUT 2
 HW0674'FEET LOWER IN ELEVATION THAN THE STATION, 1 FOOT WEST OF
 HW0674'A NORTH AND SOUTH FENCE LINE.  THE DISK IS STAMPED CLARK
 HW0674'MT NO 1 1932, AND PROJECTS 5-INCHES.
 HW0674'
 HW0674'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET
 HW0674'IN BEDROCK ABOUT 3.5 BY 6 FEET IN DIAMETER, AND PROJECTS
 HW0674'1-FOOT.  THE DISK IS STAMPED CLARK MT, NO 2, 1932.
 HW0674'
 HW0674'REFERENCE MARK NO 3 (AZIMUTH MARK) IS ABOUT 0.25 MILES
 HW0674'WEST-NORTHWEST OF THE STATION SET IN BEDROCK ABOUT 1.5 BY
 HW0674'2-FEET IN DIAMETER, AND PROJECTS 4-INCHES.  THE DISK IS
 HW0674'STAMPED CLARK MT, 1932.  TO REACH FROM THE STATION GO BACK
 HW0674'DOWN THE HILL TO A DIM ROAD RIGHT AND A LARGE STUMP IN FENCE
 HW0674'CORNER.  TURN RIGHT ON DIM ROAD AND PROCEED WEST ABOUT 0.1
 HW0674'MILE TO AN OLD RAIL FENCE RIGHT.  TURN RIGHT ON DIM TRAIL
 HW0674'AND GO 35 PACES NORTH OF ROAD TO A SMALL CEDAR TREE AND
 HW0674'AN 8-INCH PINE TREE WITH THE TOP BROKEN OUT, AND MARK AS
 HW0674'DESCRIBED.
 HW0674'
 HW0674'TO REACH THE STATION FROM UNIONVILLE.  GO EAST ON STATE
 HW0674'ROUTE 20 FOR 0.8 MILE (OR 0.05 MILE BEFORE REACHING THE
 HW0674'JUNCTION OF STATE ROUTE 522) TO A SIDE ROAD RIGHT (COUNTY
 HW0674'ROAD 617).  TURN RIGHT AND GO 1.6 MILES TO A FORK.  BEAR
 HW0674'RIGHT AND CONTINUE ON 617 FOR 1.8 MILES TO A FORK.  BEAR
 HW0674'LEFT ON COUNTY ROAD 627 AND GO 3.3 MILES TO A SIDE ROAD
 HW0674'RIGHT AND EIGHT MAIL BOXES ON THE RIGHT.  TURN RIGHT AND
 HW0674'FOLLOW A WINDING ROAD UP THE MOUNTAIN KEEPING RIGHT AT ALL
 HW0674'FORKS FOR 2.25 MILES TO THE TOP AND STATION AS DESCRIBED.
 HW0674'
 HW0674'NOTE.  A 64 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HW0674'
 HW0674'HEIGHT OF LIGHT ABOVE GROUND, 22 METERS
 HW0674
 HW0674                          STATION RECOVERY (1954)
 HW0674
 HW0674'RECOVERY NOTE BY US ENGINEERS 1954
 HW0674'MAIN STATION RECOVERED WITH AID OF THE MOOR FAMILY.  THE
 HW0674'TOP OF THE MOUNTAIN IS NOW OCCUPIED BY MR. MOORS HOUSE AND
 HW0674'BUILDINGS, AND A TV TRANSMITTER TOWER AND POWER HOUSE.  THE
 HW0674'TV TOWER AND POWER HOUSE ARE ON THE SOUTH BROW OF THE SUMMIT
 HW0674'AND THE HOUSE AND BUILDINGS ARE ON THE EASTERN SIDE OF THE
 HW0674'SUMMIT.  SEVERAL LARGE TREES ARE SCATTERED OVER THE SUMMIT.
 HW0674'
 HW0674'TO REACH THE STATION FROM CULPEPER, GO SOUTHERLY ON U.S.
 HW0674'HIGHWAY 522 TO FORKS OF COUNTY ROAD 615, FOLLOW ROAD 615
 HW0674'SOUTH TO RAPIDAN, VA., CROSSRIVER OF SAME NAME, CONTINUE
 HW0674'ON ROAD 615 TO A T-ROAD AND COUNTY ROAD 627, TURN LEFT ON
 HW0674'627 AND GO 2.7 MILES TO FORKS OF PRIVATE ROAD LEFT (EAST)
 HW0674'AT SIGN MOORMONT - L.G. MOOR, WHICH IS OPPOSITE A LARGE
 HW0674'SIZED POND ON WEST SIDE OF 627, TURN LEFT (EAST) ON PRIVATE
 HW0674'ROAD AND GO 1.9 MILES TO THE SUMMIT OF CLARK MOUNTAIN.
 HW0674'
 HW0674'TO REACH THE STATION FROM THE RAILROAD STATION IN ORANGE,
 HW0674'GO EAST ON EAST MAIN STREET TO EDGE OF TOWN, THEN FOLLOW
 HW0674'COUNTY ROAD 615 EAST AND NORTH FOR ABOUT 6 MILES TO FORKS
 HW0674'OF COUNTY ROAD 627, TURN RIGHT ON ROAD 627 AND FOLLOW DIRECTIONS
 HW0674'AS NOTED IN PREVIOUS DESCRIPTION ABOVE.
 HW0674
 HW0674                          STATION RECOVERY (1957)
 HW0674
 HW0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW0674'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 HW0674'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3
 HW0674'(AZIMUTH MARK) WAS SEARCHED FOR BUT WAS NOT FOUND.  THE
 HW0674'1932 RECOVERY NOTE WAS FOUND TO BE ADEQUATE, EXCEPT THE
 HW0674'DISTANCES FOR REFERENCE MARKS NOS. 1 AND 2 WERE FOUND TO
 HW0674'BE VICE VERSA.
 HW0674'
 HW0674'ADDITIONAL DISTANCES FOR RECOVERY OF STATION ARE AS FOLLOWS--
 HW0674'
 HW0674'STATION MARK IS A STANDARD DISK STAMPED CLARK MT 1871-1932.
 HW0674'IT IS 159 FEET NORTH OF THE NORTHWEST CORNER OF A SINDER
 HW0674'BLOCK BUILDING, 121 FEET EAST-SOUTHEAST OF THE NORTHEAST
 HW0674'CORNER OF A BRICK HOUSE ON THE WEST SLOPE OF HILL, AND 90 FEET
 HW0674'WEST OF A DRIVEWAY.
 HW0674'
 HW0674'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLARK MT NO
 HW0674'1 1932, IS 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HW0674'A BRICK HOUSE ON THE EAST SLOPE OF HILL, AND 12 FEET EAST
 HW0674'OF A DRIVEWAY.
 HW0674'
 HW0674'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLARK MT NO
 HW0674'2 1932, IS 132 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HW0674'THE BRICK HOUSE ON THE WEST SLOPE OF HILL, 45 FEET NORTHWEST
 HW0674'OF THE NORTHWEST CORNER OF THE CINDER BLOCK BUILDING, AND
 HW0674'42 FEET NORTHEAST OF THE NORTHWEST CORNER OF A WOOVEN WIRE
 HW0674'FENCE.
 HW0674'
 HW0674'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS--TO
 HW0674'REACH FROM THE LORD CULPEPPER HOTEL IN CULPEPPER, GO SOUTH
 HW0674'ON U.S. HIGHWAY 522 FOR 0.5 MILE AND TURN LEFT WITH HIGHWAY
 HW0674'522 AND GO 1.8 MILES, TURN RIGHT WITH HIGHWAY 522 AND GO
 HW0674'SOUTH 3.4 MILES TO ROAD FORKS.  TAKE RIGHT FORK OFF OF
 HW0674'HIGHWAY 522 AND GO SOUTH ON ROUTE 615 FOR 7.5 MILES, CROSS
 HW0674'BRIDGE OVER RAPIDAN RIVER AND GO EAST 1.2 MILES TO A ROAD
 HW0674'FORK.  TAKE LEFT FORK ON ROUTE 627 AND GO 1.9 MILES TO A
 HW0674'GRAVELED ROAD ON THE LEFT, ROAD 697.  TURN LEFT, CONTINUE
 HW0674'UP MOUNTAIN FOR 1.9 MILES TO A PACKING SHED ON THE RIGHT.
 HW0674'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE HIGHEST PART
 HW0674'OF HILL AND THE STATION.
 HW0674
 HW0674                          STATION RECOVERY (1959)
 HW0674
 HW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HW0674'3 MI W FROM EVERONA.
 HW0674'FROM THE JUNCTION OF COUNTY ROUTE NO. 627 AND NO. 617, WHICH IS
 HW0674'ABOUT 0.17 MILE NORTHERLY FROM EVERONA, WESTERLY ON ROUTE NO. 627
 HW0674'FOR 3.3 MILES TO A GRAVELED ROAD TO THE RIGHT WHICH IS COUNTY
 HW0674'ROUTE NO. 697, THENCE TURN RIGHT ON ROUTE NO. 697 FOR 2 MILES
 HW0674'TO THE TOP OF HILL AND STATION SITE.  THE MARK IS A STANDARD
 HW0674'TRIANGULATION STATION DISC SET IN THE TOP OF A SQUARE CONCRETE
 HW0674'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 159 FEET NORTH OF
 HW0674'THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING, 121 FEET SOUTHEAST
 HW0674'OF THE NORTHEAST CORNER OF A BRICK HOUSE AND 90 FEET WEST OF THE
 HW0674'DRIVEWAY.
 HW0674
 HW0674                          STATION RECOVERY (1965)
 HW0674
 HW0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW0674'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 HW0674'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED BUT WAS FOUND
 HW0674'TO BE BROKEN OFF ABOUT A FOOT DOWN.  DUE TO THE NUMBER OF
 HW0674'MARKS ON CLARK MOUNTAIN NO NEW REFERENCE MARK WAS ESTABLISHED.
 HW0674'THE STONES AROUND THE STATION WERE DESTROYED AS REQUESTED
 HW0674'BY MRS. MOORE WHO OWNES THE PROPERTY.
 HW0674'
 HW0674'THE 1957 DESCRIPTION TO REACH IS ADEQUATE.
 HW0674
 HW0674                          STATION RECOVERY (1984)
 HW0674
 HW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0674'RECOVERED IN GOOD CONDITION.
 HW0674
 HW0674                          STATION RECOVERY (1998)
 HW0674
 HW0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0674'RECOVERED IN GOOD CONDITION.
 HW0674
 HW0674                          STATION RECOVERY (2003)
 HW0674
 HW0674'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0674'RECOVERED IN GOOD CONDITION.
 HW0674
 HW0674                          STATION RECOVERY (2006)
 HW0674
 HW0674'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0673 ***********************************************************************
 HW0673  DESIGNATION -  CLARK MT RM 2
 HW0673  PID         -  HW0673
 HW0673  STATE/COUNTY-  VA/ORANGE
 HW0673  USGS QUAD   -  RAPIDAN (1984)
 HW0673
 HW0673                         *CURRENT SURVEY CONTROL
 HW0673  ___________________________________________________________________
 HW0673* NAD 83(1986)-  38 18 41.     (N)    078 00 11.     (W)     SCALED    
 HW0673* NAVD 88     -       329.008  (meters)    1079.42   (feet)  ADJUSTED  
 HW0673  ___________________________________________________________________
 HW0673  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW0673  DYNAMIC HT  -         328.794 (meters)    1078.72  (feet)  COMP
 HW0673  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 HW0673
 HW0673  VERT ORDER  -  SECOND    CLASS 0
 HW0673
 HW0673.The horizontal coordinates were scaled from a topographic map and have
 HW0673.an estimated accuracy of +/- 6 seconds.
 HW0673
 HW0673.The orthometric height was determined by differential leveling
 HW0673.and adjusted by the National Geodetic Survey in June 1991..
 HW0673
 HW0673.The geoid height was determined by GEOID03.
 HW0673
 HW0673.The dynamic height is computed by dividing the NAVD 88
 HW0673.geopotential number by the normal gravity value computed on the
 HW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0673.degrees latitude (g = 980.6199 gals.).
 HW0673
 HW0673.The modeled gravity was interpolated from observed gravity values.
 HW0673
 HW0673;                    North         East    Units  Estimated Accuracy
 HW0673;SPC VA N     - 2,071,680.    3,543,460.      MT  (+/- 180 meters Scaled)
 HW0673
 HW0673                          SUPERSEDED SURVEY CONTROL
 HW0673
 HW0673  NGVD 29 (??/??/92)  329.258  (m)         1080.24   (f) ADJ UNCH    2 0
 HW0673
 HW0673.Superseded values are not recommended for survey control.
 HW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0673.See file dsdata.txt to determine how the superseded data were derived.
 HW0673
 HW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC620446(NAD 83)
 HW0673_MARKER: DR = REFERENCE MARK DISK
 HW0673_SETTING: 66 = SET IN ROCK OUTCROP
 HW0673_SP_SET: ROCK OUTCROP
 HW0673_STAMPING: CLARK MT NO 2 1932
 HW0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0673+STABILITY: POSITION/ELEVATION WELL
 HW0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0673+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW0673
 HW0673  HISTORY     - Date     Condition        Report By
 HW0673  HISTORY     - 1932     MONUMENTED       CGS
 HW0673  HISTORY     - 1959     GOOD             NGS
 HW0673  HISTORY     - 19980930 GOOD             USPSQD
 HW0673  HISTORY     - 20030311 GOOD             USPSQD
 HW0673  HISTORY     - 20060106 GOOD             USPSQD
 HW0673
 HW0673                          STATION DESCRIPTION
 HW0673
 HW0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HW0673'3 MI W FROM EVERONA.
 HW0673'FROM THE JUNCTION OF COUNTY ROUTE NO. 627 AND NO. 617 WHICH IS
 HW0673'ABOUT 0.17 MILE NORTH OF EVERONA, WESTERLY ON ROUTE NO. 627
 HW0673'FOR 3.3 MILES TO A GRAVELED ROAD TO THE RIGHT WHICH IS COUNTY
 HW0673'ROUTE NO. 697, THENCE TUNR RIGHT AND GO 2.0 MILES TO THE TOP OF
 HW0673'HILL AND THE STATION SITE.  THE MARK IS A STANDARD TRIANGULATION
 HW0673'REFERENCE MARK DISC SET IN A DRILL HOLE IN OUTCROPPING ROCK.
 HW0673'IT IS 132 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK
 HW0673'HOUSE ON THE WEST SLOPE OF THE HILL, 45 FEET NORTHWEST OF THE
 HW0673'NORTHWEST CORNER OF A CINDERBLOCK BUILDING AND 42 FEET NORTHEAST
 HW0673'OF THE WOVEN WIRE FENCE CORNER.
 HW0673
 HW0673                          STATION RECOVERY (1998)
 HW0673
 HW0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0673'RECOVERED IN GOOD CONDITION.
 HW0673
 HW0673                          STATION RECOVERY (2003)
 HW0673
 HW0673'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0673'RECOVERED IN GOOD CONDITION.
 HW0673
 HW0673                          STATION RECOVERY (2006)
 HW0673
 HW0673'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0671 ***********************************************************************
 HW0671  DESIGNATION -  CLARK RM
 HW0671  PID         -  HW0671
 HW0671  STATE/COUNTY-  VA/ORANGE
 HW0671  USGS QUAD   -  RAPIDAN (1984)
 HW0671
 HW0671                         *CURRENT SURVEY CONTROL
 HW0671  ___________________________________________________________________
 HW0671* NAD 83(1993)-  38 18 43.86930(N)    078 00 06.37790(W)     ADJUSTED  
 HW0671* NAVD 88     -       325.748  (meters)    1068.72   (feet)  ADJUSTED  
 HW0671  ___________________________________________________________________
 HW0671  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HW0671  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HW0671  DYNAMIC HT  -         325.537 (meters)    1068.03  (feet)  COMP
 HW0671  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 HW0671
 HW0671  HORZ ORDER  -  SECOND
 HW0671  VERT ORDER  -  SECOND    CLASS 0
 HW0671
 HW0671.The horizontal coordinates were established by classical geodetic methods
 HW0671.and adjusted by the National Geodetic Survey in November 1994..
 HW0671
 HW0671.The orthometric height was determined by differential leveling
 HW0671.and adjusted by the National Geodetic Survey in June 1991..
 HW0671
 HW0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0671
 HW0671.The geoid height was determined by GEOID03.
 HW0671
 HW0671.The dynamic height is computed by dividing the NAVD 88
 HW0671.geopotential number by the normal gravity value computed on the
 HW0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0671.degrees latitude (g = 980.6199 gals.).
 HW0671
 HW0671.The modeled gravity was interpolated from observed gravity values.
 HW0671
 HW0671;                    North         East     Units Scale Factor Converg.
 HW0671;SPC VA N     - 2,071,769.423 3,543,572.613   MT  0.99996250   +0 18 39.4
 HW0671;SPC VA N     - 6,797,130.18 11,625,871.15   sFT  0.99996250   +0 18 39.4
 HW0671;UTM  17      - 4,244,707.934   762,144.546   MT  1.00044640   +1 51 35.3
 HW0671;UTM  18      - 4,244,718.002   237,545.587   MT  1.00044840   -1 51 43.2
 HW0671
 HW0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0671!SPC VA N     -   0.99995394  x   0.99996250  =   0.99991644
 HW0671!UTM  17      -   0.99995394  x   1.00044640  =   1.00040032
 HW0671!UTM  18      -   0.99995394  x   1.00044840  =   1.00040232
 HW0671
 HW0671                          SUPERSEDED SURVEY CONTROL
 HW0671
 HW0671  NAD 83(1986)-  38 18 43.87393(N)    078 00 06.38972(W) AD(       ) 2
 HW0671  NAD 27      -  38 18 43.40127(N)    078 00 07.39614(W) AD(       ) 2
 HW0671  NGVD 29 (??/??/92)  326.00   (m)         1069.6    (f) COMPUTED    2 0
 HW0671
 HW0671.Superseded values are not recommended for survey control.
 HW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0671.See file dsdata.txt to determine how the superseded data were derived.
 HW0671
 HW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC6214544708(NAD 83)
 HW0671_MARKER: DR = REFERENCE MARK DISK
 HW0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0671+STABILITY: SURFACE MOTION
 HW0671
 HW0671  HISTORY     - Date     Condition        Report By
 HW0671  HISTORY     - 1957     MONUMENTED       USE
 HW0671  HISTORY     - 1959     GOOD             NGS
 HW0671  HISTORY     - 19980930 GOOD             USPSQD
 HW0671  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW0671
 HW0671                          STATION DESCRIPTION
 HW0671
 HW0671'DESCRIBED BY US ENGINEERS 1957
 HW0671'THE STATION IS ABOUT 10.0 MILES SOUTH-SOUTHWEST OF CULPEPER, 7 MILES
 HW0671'NORTHEAST OF ORANGE, ON THE NORTHWESTERLY SLOPE OF CLARK MOUNTAIN
 HW0671'ABOUT 200 YARDS FROM THE SUMMIT OF MOUNTAIN, AND IS ON PROPERTY OF
 HW0671'MRS. W.H. DUNN.
 HW0671'
 HW0671'TO REACH FROM THE LORD CULPEPPER HOTEL IN CULPEPPER, GO SOUTH ON
 HW0671'U.S. HIGHWAY 522 0.5 MILE AND TURN LEFT WITH HIGHWAY 522 AND GO 1.8
 HW0671'MILES, TURN RIGHT WITH HIGHWAY 522 AND GO SOUTH 3.4 MILES TO ROAD
 HW0671'FORKS.  TAKE RIGHT FORK OFF OF HIGHWAY 522 AND GO SOUTH ON ROUTE
 HW0671'615 FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 HW0671'ON ROUTE 615 FOR 3.85 MILES, CROSS BRIDGE OVER RAPIDAN RIVER AND
 HW0671'GO EAST 1.2 MILES TO A ROAD FORK.  TAKE LEFT FORK ON ROUTE 627
 HW0671'KEEPING ON BLACKTOP AND GO 1.9 MILES TO A SMALL POND ON THE RIGHT,
 HW0671'CONTINUE FOR 0.1 MILE AND TURN LEFT ON GRAVEL ROAD 697 AND GO 1.9
 HW0671'MILES TO A PACKING SHED ON THE RIGHT AND THE STATION IN THE
 HW0671'PASTURE ON THE LEFT.
 HW0671'
 HW0671'IT IS A CORPS OF ENGINEERS U.S. ARMY SURVEY MARK,
 HW0671'NO STAMPING, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HW0671'THE GROUND.  IT IS 148 FEET NORTHEAST OF THE FENCE CORNER IN THE
 HW0671'SOUTHWEST CORNER OF PASTURE AND 113 FEET EAST-NORTHEAST OF THE
 HW0671'CENTER OF ROAD.
 HW0671
 HW0671                          STATION RECOVERY (1959)
 HW0671
 HW0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HW0671'3 MI W FROM EVERONA.
 HW0671'FROM THE JUNCTION OF COUNTY ROUTE NO 627 AND 617, WHICH IS ABOUT
 HW0671'0.17 MILE NORTHERLY FROM EVERONA, WESTERLY ON ROUTE 267 FOR 3.3
 HW0671'MILES TO A GRAVELED ROAD TO THE RIGHT WHICH IS COUNTY ROAD NO. 697.
 HW0671'TUNR RIGHT AND GO 2.0 MILES TO THE TOP OF HILL AND STATION SITE.
 HW0671'THE MARK IS A CORPS. OF ENGR. U.S. ARMY SURVEY DISC SET IN THE
 HW0671'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 HW0671'GROUND.  IT IS 148 FEET NORTHEAST OF THE FENCE CORNER AND 113
 HW0671'FEET NORTHEAST OF THE CENTER OF THE ROAD.
 HW0671
 HW0671                          STATION RECOVERY (1998)
 HW0671
 HW0671'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0671'RECOVERED IN GOOD CONDITION.
 HW0671
 HW0671                          STATION RECOVERY (2003)
 HW0671
 HW0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3029 ***********************************************************************
 HV3029  DESIGNATION -  CLARKE
 HV3029  PID         -  HV3029
 HV3029  STATE/COUNTY-  VA/STAFFORD
 HV3029  USGS QUAD   -  STAFFORD (1994)
 HV3029
 HV3029                         *CURRENT SURVEY CONTROL
 HV3029  ___________________________________________________________________
 HV3029* NAD 83(1993)-  38 25 07.57938(N)    077 24 47.62893(W)     ADJUSTED  
 HV3029* NAVD 88     -        77.888  (meters)     255.54   (feet)  ADJUSTED  
 HV3029  ___________________________________________________________________
 HV3029  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV3029  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3029  DYNAMIC HT  -          77.841 (meters)     255.38  (feet)  COMP
 HV3029  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 HV3029
 HV3029  HORZ ORDER  -  SECOND
 HV3029  VERT ORDER  -  SECOND    CLASS 0
 HV3029
 HV3029.The horizontal coordinates were established by classical geodetic methods
 HV3029.and adjusted by the National Geodetic Survey in November 1994..
 HV3029
 HV3029.The orthometric height was determined by differential leveling
 HV3029.and adjusted by the National Geodetic Survey in June 1991..
 HV3029
 HV3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3029
 HV3029.The geoid height was determined by GEOID03.
 HV3029
 HV3029.The dynamic height is computed by dividing the NAVD 88
 HV3029.geopotential number by the normal gravity value computed on the
 HV3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3029.degrees latitude (g = 980.6199 gals.).
 HV3029
 HV3029.The modeled gravity was interpolated from observed gravity values.
 HV3029
 HV3029;                    North         East     Units Scale Factor Converg.
 HV3029;SPC VA N     - 2,084,043.848 3,594,901.755   MT  0.99995437   +0 40 41.8
 HV3029;SPC VA N     - 6,837,400.52 11,794,273.51   sFT  0.99995437   +0 40 41.8
 HV3029;UTM  18      - 4,255,038.257   289,321.016   MT  1.00014664   -1 30 00.5
 HV3029
 HV3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3029!SPC VA N     -   0.99999287  x   0.99995437  =   0.99994724
 HV3029!UTM  18      -   0.99999287  x   1.00014664  =   1.00013951
 HV3029
 HV3029|---------------------------------------------------------------------|
 HV3029| PID    Reference Object                     Distance      Geod. Az  |
 HV3029|                                                           dddmmss.s |
 HV3029| HV3031 CLARKE RM 1                          30.342 METERS 08121     |
 HV3029| HV3030 CLARKE RM 2                          17.081 METERS 15213     |
 HV3029| HV3028 CLARKE AZ MK                                       2511015.4 |
 HV3029| HV5498 QUANTICO CAMP BARRETT TANK          APPROX. 9.1 KM 3443924.0 |
 HV3029| HV5099 QUANTICO RIFLE RANGE TANK           APPROX.12.3 KM 3523801.8 |
 HV3029|---------------------------------------------------------------------|
 HV3029
 HV3029                          SUPERSEDED SURVEY CONTROL
 HV3029
 HV3029  NAD 83(1993)-  38 25 07.57929(N)    077 24 47.64244(W) AD(       ) 2
 HV3029  NAD 83(1986)-  38 25 07.58023(N)    077 24 47.64135(W) AD(       ) 2
 HV3029  NAD 27      -  38 25 07.13390(N)    077 24 48.70190(W) AD(       ) 2
 HV3029  NGVD 29 (??/??/??)   78.156  (m)          256.42   (f) ADJUSTED    2 0
 HV3029
 HV3029.Superseded values are not recommended for survey control.
 HV3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3029.See file dsdata.txt to determine how the superseded data were derived.
 HV3029
 HV3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8932155038(NAD 83)
 HV3029_MARKER: DS = TRIANGULATION STATION DISK
 HV3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3029_STAMPING: CLARKE 1959
 HV3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3029+STABILITY: SURFACE MOTION
 HV3029
 HV3029  HISTORY     - Date     Condition        Report By
 HV3029  HISTORY     - 1959     MONUMENTED       CGS
 HV3029  HISTORY     - 1960     GOOD             CGS
 HV3029
 HV3029                          STATION DESCRIPTION
 HV3029
 HV3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3029'STATION IS LOCATED ABOUT 0.35 MILE SOUTHWEST OF STAFFORD,
 HV3029'0.25 MILE WEST OF U.S. HIGHWAY 1 AND ON THE PROPERTY OF MR.
 HV3029'H.J. LAWRENCE.
 HV3029'
 HV3029'STATION, STAMPED CLARKE 1959, IS SET FLUSH WITH THE SURFACE
 HV3029'OF THE GROUND.  IT IS 3.4 FEET SOUTHWEST OF A STANDARD METAL
 HV3029'WITNESS POST, 16.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 HV3029'OF THE OUT-HOUSE, 26.6 FEET NORTH OF THE NORTHWEST CORNER
 HV3029'OF THE CHICKEN HOUSE AND 48.0 FEET NORTH-NORTHWEST OF THE
 HV3029'CENTERLINE OF THE TRACK ROAD.
 HV3029'
 HV3029'R.M. 1, STAMPED CLARKE NO 1 1959, IS SET FLUSH WITH THE SURFACE
 HV3029'OF THE GROUND.  IT IS 1.0 FOOT NORTH OF THE FENCE, 12.0 FEET
 HV3029'WEST OF A 8 INCH CEDAR TREE, 63.0 FEET NORTHEAST OF THE CHICKEN
 HV3029'HOUSE, 7.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 HV3029'ROAD AND ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.
 HV3029'
 HV3029'R.M. 2, STAMPED CLARKE NO 2 1959, IS SET FLUSH WITH THE
 HV3029'SURFACE OF THE GROUND.  IT IS 20.1 FEET EAST-NORTHEAST OF THE
 HV3029'NORTHEAST CORNER OF THE CHICKEN HOUSE, 28.8 FEET EAST OF THE
 HV3029'SOUTHEAST CORNER OF THE CHICKEN HOUSE, 16.2 FEET NORTHWEST
 HV3029'OF A FENCE CORNER POST, 8.3 FEET NORTH OF THE CENTERLINE OF
 HV3029'THE ROAD AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 HV3029'
 HV3029'AZIMUTH MARK, STAMPED CLARKE 1959, PROJECTS ABOUT 3 INCHES.
 HV3029'IT IS 19.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF TRACK
 HV3029'ROAD, 2.6 FEET SOUTHWEST OF A STANDARD METAL WITNESS POST
 HV3029'AND 31.0 FEET SOUTHWEST OF A 6-TRUNKED TREE.
 HV3029'
 HV3029'TO REACH THE STATION FROM THE STAFFORD COUNTY COURTHOUSE
 HV3029'IN STAFFORD, GO WEST ON BLACKTOP ROAD ON THE SOUTH SIDE OF
 HV3029'THE COURTHOUSE FOR 0.35 MILE TO A TRACK ROAD ON THE LEFT.
 HV3029'TURN LEFT, GO SOUTHEAST ON TRACK ROAD FOR 0.1 MILE TO A FIELD
 HV3029'ROAD ON THE RIGHT.  (TURN RIGHT, GO SOUTH ON FIELD ROAD FOR
 HV3029'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.) CONTINUE ON TRACK
 HV3029'ROAD FOR 0.1 MILE TO THE CHICKEN HOUSE ON THE LEFT AND THE
 HV3029'STATION AS DESCRIBED.
 HV3029'
 HV3029'HEIGHT OF LIGHT ABOVE STATION MARK 22.04 METERS.
 HV3029
 HV3029                          STATION RECOVERY (1960)
 HV3029
 HV3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3029'0.6 MI SW FROM STAFFORD.
 HV3029'ABOUT 0.35 MILE WEST-SOUTHWEST ALONG ROAD 630 FROM THE JUNCTION
 HV3029'OF U.S. HIGHWAY 1 AND THE COURTHOUSE AT STAFFORD, THENCE ABOUT
 HV3029'0.25 MILE SOUTHEAST ALONG A TRACK ROAD, ABOUT 50 YARDS NORTH OF
 HV3029'AND ACROSS TRAILS FROM A HOUSE, 47 FEET NORTHEAST OF THE CENTER
 HV3029'LINE OF TRACK ROAD LEADING SOUTHEAST TO A HOUSE, 46 FEET
 HV3029'NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST
 HV3029'BETWEEN CHICKEN HOUSES, 26 1/2 FEET NORTHWEST OF THE NORTH CORNER
 HV3029'OF CHICKEN HOUSE, 56.0 FEET NORTH-NORTHWEST OF RM 2, 99.6 FEET
 HV3029'WEST OF RM 1, 3 1/2 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST,
 HV3029'AND SET IN TOP OF A COCNRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3028 ***********************************************************************
 HV3028  DESIGNATION -  CLARKE AZ MK
 HV3028  PID         -  HV3028
 HV3028  STATE/COUNTY-  VA/STAFFORD
 HV3028  USGS QUAD   -  STAFFORD (1994)
 HV3028
 HV3028                         *CURRENT SURVEY CONTROL
 HV3028  ___________________________________________________________________
 HV3028* NAD 83(1986)-  38 25 05.     (N)    077 24 55.     (W)     SCALED    
 HV3028* NAVD 88     -        75.884  (meters)     248.96   (feet)  ADJUSTED  
 HV3028  ___________________________________________________________________
 HV3028  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3028  DYNAMIC HT  -          75.838 (meters)     248.81  (feet)  COMP
 HV3028  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 HV3028
 HV3028  VERT ORDER  -  SECOND    CLASS 0
 HV3028
 HV3028.The horizontal coordinates were scaled from a topographic map and have
 HV3028.an estimated accuracy of +/- 6 seconds.
 HV3028
 HV3028.The orthometric height was determined by differential leveling
 HV3028.and adjusted by the National Geodetic Survey in June 1991..
 HV3028
 HV3028.The geoid height was determined by GEOID03.
 HV3028
 HV3028.The dynamic height is computed by dividing the NAVD 88
 HV3028.geopotential number by the normal gravity value computed on the
 HV3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3028.degrees latitude (g = 980.6199 gals.).
 HV3028
 HV3028.The modeled gravity was interpolated from observed gravity values.
 HV3028
 HV3028;                    North         East    Units  Estimated Accuracy
 HV3028;SPC VA N     - 2,083,960.    3,594,720.      MT  (+/- 180 meters Scaled)
 HV3028
 HV3028                          SUPERSEDED SURVEY CONTROL
 HV3028
 HV3028  NGVD 29 (??/??/??)   76.152  (m)          249.84   (f) ADJUSTED    2 0
 HV3028
 HV3028.Superseded values are not recommended for survey control.
 HV3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3028.See file dsdata.txt to determine how the superseded data were derived.
 HV3028
 HV3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH891549(NAD 83)
 HV3028_MARKER: DZ = AZIMUTH MARK DISK
 HV3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3028_STAMPING: CLARKE 1959
 HV3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3028+STABILITY: SURFACE MOTION
 HV3028
 HV3028  HISTORY     - Date     Condition        Report By
 HV3028  HISTORY     - 1959     MONUMENTED       CGS
 HV3028  HISTORY     - 1960     GOOD             CGS
 HV3028
 HV3028                          STATION DESCRIPTION
 HV3028
 HV3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3028'0.6 MI SW FROM STAFFORD.
 HV3028'ABOUT 0.35 MILE WEST-SOUTHWEST ALONG ROAD 630 FROM THE JUNCTION
 HV3028'OF U.S. HIGHWAY 1 AND THE COURTHOUSE AT STAFFORD, THENCE ABOUT
 HV3028'0.15 MILE SOUTHEAST AND UPHILL ALONG A TRACK ROAD, THENCE ABOUT
 HV3028'116 YARDS (0.05 MILE) SOUTHWEST ALONG A TRACK ROAD, 20 FEET
 HV3028'SOUTHEAST OF THE CENTER LINE OF TRACK ROAD, 2.6 FEET SOUTHWEST
 HV3028'OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3031 ***********************************************************************
 HV3031  DESIGNATION -  CLARKE RM 1
 HV3031  PID         -  HV3031
 HV3031  STATE/COUNTY-  VA/STAFFORD
 HV3031  USGS QUAD   -  STAFFORD (1994)
 HV3031
 HV3031                         *CURRENT SURVEY CONTROL
 HV3031  ___________________________________________________________________
 HV3031* NAD 83(1986)-  38 25 07.     (N)    077 24 47.     (W)     SCALED    
 HV3031* NAVD 88     -        77.093  (meters)     252.93   (feet)  ADJUSTED  
 HV3031  ___________________________________________________________________
 HV3031  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3031  DYNAMIC HT  -          77.046 (meters)     252.78  (feet)  COMP
 HV3031  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 HV3031
 HV3031  VERT ORDER  -  SECOND    CLASS 0
 HV3031
 HV3031.The horizontal coordinates were scaled from a topographic map and have
 HV3031.an estimated accuracy of +/- 6 seconds.
 HV3031
 HV3031.The orthometric height was determined by differential leveling
 HV3031.and adjusted by the National Geodetic Survey in June 1991..
 HV3031
 HV3031.The geoid height was determined by GEOID03.
 HV3031
 HV3031.The dynamic height is computed by dividing the NAVD 88
 HV3031.geopotential number by the normal gravity value computed on the
 HV3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3031.degrees latitude (g = 980.6199 gals.).
 HV3031
 HV3031.The modeled gravity was interpolated from observed gravity values.
 HV3031
 HV3031;                    North         East    Units  Estimated Accuracy
 HV3031;SPC VA N     - 2,084,030.    3,594,920.      MT  (+/- 180 meters Scaled)
 HV3031
 HV3031                          SUPERSEDED SURVEY CONTROL
 HV3031
 HV3031  NGVD 29 (??/??/??)   77.361  (m)          253.81   (f) ADJUSTED    2 0
 HV3031
 HV3031.Superseded values are not recommended for survey control.
 HV3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3031.See file dsdata.txt to determine how the superseded data were derived.
 HV3031
 HV3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH893550(NAD 83)
 HV3031_MARKER: DR = REFERENCE MARK DISK
 HV3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3031_STAMPING: CLARKE NO 1 1959
 HV3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3031+STABILITY: SURFACE MOTION
 HV3031
 HV3031  HISTORY     - Date     Condition        Report By
 HV3031  HISTORY     - 1959     MONUMENTED       CGS
 HV3031  HISTORY     - 1960     GOOD             CGS
 HV3031
 HV3031                          STATION DESCRIPTION
 HV3031
 HV3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3031'0.6 MI SW FROM STAFFORD.
 HV3031'99.6 FEET EAST OF TRIANGULATION STATION CLARKE, DESCRIBED, 97.0
 HV3031'FEET NORTHEAST OF RM 2, 142 FEET NORTHEAST OF THE CENTER LINE
 HV3031'OF TRAIL ROAD LEADING SOUTHEAST TO A HOUSE, 7 FEET SOUTHEAST OF
 HV3031'THE CENTER LINE OF TRAIL LEADING NORTHEAST BETWEEN CHICKEN
 HV3031'HOUSES, 1 FOOT NORTHWEST OF CHICKEN FENCE, ABOUT LEVEL WITH THE
 HV3031'TRAIL, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3030 ***********************************************************************
 HV3030  DESIGNATION -  CLARKE RM 2
 HV3030  PID         -  HV3030
 HV3030  STATE/COUNTY-  VA/STAFFORD
 HV3030  USGS QUAD   -  STAFFORD (1994)
 HV3030
 HV3030                         *CURRENT SURVEY CONTROL
 HV3030  ___________________________________________________________________
 HV3030* NAD 83(1993)-  38 25 07.08929(N)    077 24 47.30074(W)     ADJUSTED  
 HV3030* NAVD 88     -        77.583  (meters)     254.54   (feet)  ADJUSTED  
 HV3030  ___________________________________________________________________
 HV3030  X           -   1,090,408.313 (meters)                     COMP
 HV3030  Y           -  -4,883,466.476 (meters)                     COMP
 HV3030  Z           -   3,941,985.060 (meters)                     COMP
 HV3030  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV3030  ELLIP HEIGHT-          45.13  (meters)          (01/15/04) GPS OBS
 HV3030  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3030  DYNAMIC HT  -          77.536 (meters)     254.38  (feet)  COMP
 HV3030  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 HV3030
 HV3030  HORZ ORDER  -  FIRST
 HV3030  VERT ORDER  -  SECOND    CLASS 0
 HV3030  ELLP ORDER  -  FOURTH    CLASS II
 HV3030
 HV3030.The horizontal coordinates were established by GPS observations
 HV3030.and adjusted by the WOOLPERT CONSULTANTS in January 2004..
 HV3030
 HV3030.The orthometric height was determined by differential leveling
 HV3030.and adjusted by the National Geodetic Survey in June 1991..
 HV3030
 HV3030.Photographs are available for this station.
 HV3030
 HV3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV3030
 HV3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3030
 HV3030.The ellipsoidal height was determined by GPS observations
 HV3030.and is referenced to NAD 83.
 HV3030
 HV3030.The geoid height was determined by GEOID03.
 HV3030
 HV3030.The dynamic height is computed by dividing the NAVD 88
 HV3030.geopotential number by the normal gravity value computed on the
 HV3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3030.degrees latitude (g = 980.6199 gals.).
 HV3030
 HV3030.The modeled gravity was interpolated from observed gravity values.
 HV3030
 HV3030;                    North         East     Units Scale Factor Converg.
 HV3030;SPC VA N     - 2,084,028.832 3,594,909.894   MT  0.99995438   +0 40 42.0
 HV3030;SPC VA N     - 6,837,351.26 11,794,300.21   sFT  0.99995438   +0 40 42.0
 HV3030;UTM  18      - 4,255,022.940   289,328.580   MT  1.00014661   -1 30 00.3
 HV3030
 HV3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3030!SPC VA N     -   0.99999292  x   0.99995438  =   0.99994730
 HV3030!UTM  18      -   0.99999292  x   1.00014661  =   1.00013953
 HV3030
 HV3030:                Primary Azimuth Mark                     Grid Az
 HV3030:SPC VA N     -  VA 12                                    013 12 39.0
 HV3030:UTM  18      -  VA 12                                    015 23 21.3
 HV3030
 HV3030|---------------------------------------------------------------------|
 HV3030| PID    Reference Object                     Distance      Geod. Az  |
 HV3030|                                                           dddmmss.s |
 HV3030| UA0019 VA 12                               APPROX. 0.6 KM 0135321.0 |
 HV3030|---------------------------------------------------------------------|
 HV3030
 HV3030                          SUPERSEDED SURVEY CONTROL
 HV3030
 HV3030  NAVD 88 (01/15/04)   77.58   (m)          254.5    (f) LEVELING    3  
 HV3030  NGVD 29 (??/??/??)   77.851  (m)          255.42   (f) ADJUSTED    2 0
 HV3030
 HV3030.Superseded values are not recommended for survey control.
 HV3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3030.See file dsdata.txt to determine how the superseded data were derived.
 HV3030
 HV3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8932955023(NAD 83)
 HV3030_MARKER: DR = REFERENCE MARK DISK
 HV3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3030_STAMPING: CLARKE RM 2 1959
 HV3030_MARK LOGO: CGS   
 HV3030_PROJECTION: PROJECTING 1 CENTIMETERS
 HV3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3030+STABILITY: SURFACE MOTION
 HV3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3030+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 HV3030
 HV3030  HISTORY     - Date     Condition        Report By
 HV3030  HISTORY     - 1959     MONUMENTED       CGS
 HV3030  HISTORY     - 1960     GOOD             CGS
 HV3030  HISTORY     - 20040109 GOOD             WOOLPT
 HV3030  HISTORY     - 20060301 GOOD             GEOMET
 HV3030  HISTORY     - 20060906 GOOD             BOWMAN
 HV3030
 HV3030                          STATION DESCRIPTION
 HV3030
 HV3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3030'0.6 MI SW FROM STAFFORD.
 HV3030'56.0 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION CLARKE,
 HV3030'DESCRIBED, 55 FEET NORTHEAST OF THE CENTER LINE OF TRACK ROAD
 HV3030'LEADING SOUTHEAST TO A HOUSE, 8 FEET SOUTHEAST OF A TRAIL
 HV3030'LEADING NORTHEAST BETWEEN CHICKEN HOUSES, 1 FOOT NORTHWEST OF A
 HV3030'CHICKEN FENCE, 131 1/2 FEET NORTHEAST OF THE NORTH PORCH CORNER
 HV3030'OF HOUSE, 97.0 FEET SOUTHWEST OF RM 1, ABOUT LEVEL WITH THE
 HV3030'TRAIL LEADING NORTHEAST, AND SET IN TOP OF A CONCRETE POST FLUSH
 HV3030'WITH THE GROUND.
 HV3030
 HV3030                          STATION RECOVERY (2004)
 HV3030
 HV3030'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 HV3030'THE STATION IS LOCATED APPROXIMATELY 13.25 MI WEST OF THE COMMUNITY OF
 HV3030'GOLDVEIN, 8.40 MI NORTH OF THE CITY OF FREDERICKSBURG AND 0.05 MI
 HV3030'SOUTHWEST OF THE COMMUNITY OF STAFFORD IN THE LAWN OF A PRIVATE
 HV3030'RESIDENCE.
 HV3030' 
 HV3030'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 (EXIT
 HV3030'140)
 HV3030'WITH STATE HIGHWAY 630 (COURTHOUSE ROAD), APPROXIMATELY 1 MI WEST OF
 HV3030'STAFFORD, GO EASTERLY 0.80 MI ON HIGHWAY 630 TO THE JUNCTION OF
 HV3030'HIGHWAY
 HV3030'630 WITH US HIGHWAY 1, TURN RIGHT AND GO SOUTH 0.35 MI ON HIGHWAY 1 TO
 HV3030'THE JUNCTION OF HIGHWAY 1 WITH CLARK HILL ROAD ON THE RIGHT, TURN
 HV3030'RIGHT
 HV3030'AND GO NORTHWEST 0.15 MI ON CLARK HILL ROAD TO THE JUNCTION OF CLARK
 HV3030'HILL ROAD WITH PARADISE STREET ON THE LEFT, CONTINUE NORTHWESTERLY
 HV3030'0.05
 HV3030'MI ON CLARK HILL ROAD (ROAD SWITCHES TO GRAVEL) TO THE STATION ON THE
 HV3030'RIGHT. THE STATION IS A STANDARD BRONZE CGS REFERENCE MARK DISK
 HV3030'STAMPED
 HV3030'-CLARKE NO. 2 1959- SET INTO THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HV3030'PROJECTING 1 CM ABOVE GROUND AND APPROXIMATELY 0.2 METERS ABOVE CLARK
 HV3030'HILL ROAD.
 HV3030' 
 HV3030'THE STATION IS 29.37 M WEST-SOUTHWEST OF CGS STATION CLARKE RM 1
 HV3030'(PID-HV3031), 29.0 METERS NORTHEAST OF A UTILITY POLE, 24.5 METERS
 HV3030'NORTHEAST OF THE CENTERLINE OF (NORTHWEST-SOUTHEAST) GRAVEL ROAD, 18.0
 HV3030'METERS EAST OF THE CENTERLINE OF (NORTH-SOUTH) GRAVEL ROAD, 13.9
 HV3030'METERS
 HV3030'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF 1-STORY BRICK DWELLING, AND
 HV3030'12.35
 HV3030'METERS EAST OF THE SOUTH FENCE CORNER POST SOUTH OF BRICK DWELLING.
 HV3030' 
 HV3030' 
 HV3030'
 HV3030
 HV3030                          STATION RECOVERY (2006)
 HV3030
 HV3030'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (KRO)
 HV3030'RECOVERED AS DESCRIBED.
 HV3030
 HV3030                          STATION RECOVERY (2006)
 HV3030
 HV3030'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 HV3030'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0552 ***********************************************************************
 FY0552  DESIGNATION -  CLARKSVILLE
 FY0552  PID         -  FY0552
 FY0552  STATE/COUNTY-  VA/MECKLENBURG
 FY0552  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0552
 FY0552                         *CURRENT SURVEY CONTROL
 FY0552  ___________________________________________________________________
 FY0552* NAD 83(1993)-  36 38 16.90769(N)    078 31 22.45770(W)     ADJUSTED  
 FY0552* NAVD 88     -       127.310  (meters)     417.68   (feet)  ADJUSTED  
 FY0552  ___________________________________________________________________
 FY0552  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 FY0552  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FY0552  DYNAMIC HT  -         127.213 (meters)     417.36  (feet)  COMP
 FY0552  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 FY0552
 FY0552  HORZ ORDER  -  FIRST
 FY0552  VERT ORDER  -  FIRST     CLASS II
 FY0552
 FY0552.The horizontal coordinates were established by classical geodetic methods
 FY0552.and adjusted by the National Geodetic Survey in September 1995..
 FY0552
 FY0552.The orthometric height was determined by differential leveling
 FY0552.and adjusted by the National Geodetic Survey in June 1991..
 FY0552
 FY0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0552
 FY0552.The geoid height was determined by GEOID03.
 FY0552
 FY0552.The dynamic height is computed by dividing the NAVD 88
 FY0552.geopotential number by the normal gravity value computed on the
 FY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0552.degrees latitude (g = 980.6199 gals.).
 FY0552
 FY0552.The modeled gravity was interpolated from observed gravity values.
 FY0552
 FY0552;                    North         East     Units Scale Factor Converg.
 FY0552;SPC VA S     - 1,033,813.993 3,497,951.519   MT  1.00002584   -0 00 50.0
 FY0552;SPC VA S     - 3,391,771.41 11,476,195.94   sFT  1.00002584   -0 00 50.0
 FY0552;SPC NC       -   320,505.837   652,275.611   MT  1.00016573   +0 16 31.3
 FY0552;SPC NC       - 1,051,526.23  2,140,007.57   sFT  1.00016573   +0 16 31.3
 FY0552;UTM  17      - 4,057,576.961   721,462.553   MT  1.00020429   +1 28 43.8
 FY0552
 FY0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0552!SPC VA S     -   0.99998499  x   1.00002584  =   1.00001083
 FY0552!SPC NC       -   0.99998499  x   1.00016573  =   1.00015072
 FY0552!UTM  17      -   0.99998499  x   1.00020429  =   1.00018928
 FY0552
 FY0552:                Primary Azimuth Mark                     Grid Az
 FY0552:SPC VA S     -  LIBERTY                                  051 26 14.7
 FY0552:SPC NC       -  LIBERTY                                  051 08 53.4
 FY0552:UTM  17      -  LIBERTY                                  049 56 40.9
 FY0552
 FY0552|---------------------------------------------------------------------|
 FY0552| PID    Reference Object                     Distance      Geod. Az  |
 FY0552|                                                           dddmmss.s |
 FY0552| FY3022 LIBERTY                             APPROX. 2.1 KM 0512524.7 |
 FY0552| FY0553 CLARKSVILLE RM 1                     49.385 METERS 14245     |
 FY0552| FY3025 CLARKSVILLE PACIFIC MILLS TANK      APPROX. 3.5 KM 2000507.7 |
 FY0552| FY0550 CLARKSVILLE RM 2                                   2072007.9 |
 FY0552| FY3024 CLARKSVILLE MUNICIPAL TANK          APPROX. 3.4 KM 2420520.2 |
 FY0552| FY3023 CLARKSVILLE MUNICIPAL TANK          APPROX. 4.8 KM 2474907.7 |
 FY0552| FY0551 CLARKSVILLE RM 3                     24.137 METERS 31015     |
 FY0552|---------------------------------------------------------------------|
 FY0552
 FY0552                          SUPERSEDED SURVEY CONTROL
 FY0552
 FY0552  NAD 83(1986)-  36 38 16.90656(N)    078 31 22.46480(W) AD(       ) 1
 FY0552  NAD 27      -  36 38 16.40850(N)    078 31 23.46527(W) AD(       ) 1
 FY0552  NGVD 29 (03/05/92)  127.575  (m)          418.55   (f) ADJUSTED    1 2
 FY0552
 FY0552.Superseded values are not recommended for survey control.
 FY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0552.See file dsdata.txt to determine how the superseded data were derived.
 FY0552
 FY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2146357577(NAD 83)
 FY0552_MARKER: DS = TRIANGULATION STATION DISK
 FY0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0552_STAMPING: CLARKSVILLE 1933
 FY0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0552+STABILITY: SURFACE MOTION
 FY0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0552+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 FY0552
 FY0552  HISTORY     - Date     Condition        Report By
 FY0552  HISTORY     - 1933     MONUMENTED       CGS
 FY0552  HISTORY     - 1962     GOOD             CGS
 FY0552  HISTORY     - 1966     GOOD             CGS
 FY0552  HISTORY     - 1966     GOOD             NGS
 FY0552  HISTORY     - 1978     GOOD             NGS
 FY0552  HISTORY     - 1991     GOOD             USPSQD
 FY0552  HISTORY     - 20051021 GOOD             USPSQD
 FY0552
 FY0552                          STATION DESCRIPTION
 FY0552
 FY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY0552'ABOUT 2-1/4 MILES EAST-NORTHEAST OF CLARKSVILLE, 6-1/2 MILES
 FY0552'NORTH OF VIRGINIA-NORTH CAROLINA STATE LINE, AND 7-1/2 MILES
 FY0552'WEST-SOUTHWEST OF BOYDTON.  TO REACH FROM CLARKSVILLE, GO
 FY0552'EAST ON ROUTE 58, CROSS RIVER TO JUNCTION WITH ROUTE 15,
 FY0552'AND CONTINUE 1.25 MILES ON ROUTE 58 TO STATION SITE.  STATION
 FY0552'IS ON HIGH PART OF HILL, ABOUT 75 PACES NORTH OF HIGHWAY,
 FY0552'40 FEET NORTH OF 24-INCH OAK TREE, 45 FEET EAST OF ANOTHER
 FY0552'24-INCH OAK TREE, AND 30 FEET SOUTHEAST OF EAST FACE OF STONE
 FY0552'AND BRICK CHIMNEY OF ABANDONED LOG CABIN.  SURFACE AND
 FY0552'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 FY0552'NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 FY0552'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 67 FEET NORTH OF
 FY0552'CENTER LINE OF ROUTE 58, 64 FEET SOUTHEAST OF TRIANGLE
 FY0552'BLAZE ON 12-INCH WILD-CHERRY TREE, AND 162.1 FEET (SLOPE)
 FY0552'FROM STATION S 37 DEG 15 MIN E.  NO. 2 IS 30
 FY0552'PACES SOUTH OF CENTER LINE OF ROUTE 58, IN NORTHEAST
 FY0552'CORNER OF FIELD, 5 PACES EAST OF DIM ROAD CROSSING
 FY0552'CORNER OF FIELD INTO WOODS, AND APPROXIMATELY 0.1 MILE
 FY0552'FROM STATION S 27 DEG 19 MIN W.  NO. 3 IS
 FY0552'32 FEET NORTHWEST OF NORTHWEST CORNER OF LOG CABIN, 16
 FY0552'PACES EAST OF EAST EDGE OF WOODS, AND 81.22 FEET FROM
 FY0552'STATION N 49 DEG 46 MIN W.
 FY0552'FINIAL OF SILVER MUNICIPAL WATER TANK AT CLARKSVILLE IS
 FY0552'S 62 DEG 05 MIN W.
 FY0552
 FY0552                          STATION RECOVERY (1962)
 FY0552
 FY0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FY0552'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK
 FY0552'NO. 3 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 FY0552'NO. 3 WAS NOT RECOVERED AS ITS LOCATION IS IN A FIELD UNDER
 FY0552'CROPS AND SOME OUTBUILDINGS HAVE BEEN CONSTRUCTED BETWEEN
 FY0552'THE STATION AND THE REFERENCE MARK.  A STEEL WITNESS POST
 FY0552'WAS SET 1 FOOT SOUTH OF REFERENCE MARK NO. 2 WHICH IS NOW
 FY0552'30 FEET SOUTH OF FENCE AND 55 FEET EAST OF GATE.
 FY0552
 FY0552                          STATION RECOVERY (1966)
 FY0552
 FY0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY0552'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3
 FY0552'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 2.03
 FY0552'FEET IN THE MEASUREMENT TO R.M. NO. 3 WAS FOUND.  FOLLOWING
 FY0552'IS A NEW AND COMPLETE DESCRIPTION.
 FY0552'
 FY0552'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF THE VIRGINIA-NORTH
 FY0552'CAROLINA LINE AND 2.0 MILES NORTHEAST OF CLARKSVILLE.  THE
 FY0552'PROPERTY IS OWNED BY MR. C.M. OLIVER.
 FY0552'
 FY0552'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSVILLE,
 FY0552'GO EAST ON U.S. HIGHWAYS 15 AND 58 FOR 1.3 MILES TO THE
 FY0552'JUNCTION OF U.S. HIGHWAYS 15 AND 58, CONTINUE EAST ON U.S.
 FY0552'HIGHWAY 58 FOR 0.9 MILE TO REFERENCE MARK NO. 2 ON THE RIGHT,
 FY0552'CONTINUE EAST ON U.S. HIGHWAY 58 FOR ABOUT 50 YARDS TO A
 FY0552'DRIVEWAY ON THE LEFT, TURN LEFT UP DRIVEWAY TO THE HOUSE
 FY0552'AND STATION.
 FY0552'
 FY0552'THE STATION MARK IS 46.0 FEET EAST OF A 4 FOOT OAK TREE,
 FY0552'31.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED
 FY0552'AND 22.0 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE.  THE
 FY0552'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0552'POST PROJECTING 8 INCHES AND STAMPED CLARKSVILLE 1933.
 FY0552'
 FY0552'REFERENCE MARK NO. 1 IS 114.0 FEET SOUTHEAST OF THE SOUTHEAST
 FY0552'CORNER OF HOUSE, 95.0 FEET NORTH OF THE CENTERLINE OF U.S.
 FY0552'HIGHWAY 58 AND 49.0 FEET EAST OF POWERLINE POLE NO. OA 24.
 FY0552'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0552'POST PROJECTING 8 INCHES AND STAMPED CLARKSVILLE NO 1 1933.
 FY0552'
 FY0552'REFERENCE MARK NO. 2 IS 70.0 FEET SOUTH OF THE CENTERLINE OF
 FY0552'U.S. HIGHWAY 58, 60.0 FEET EAST OF A TRACK ROAD, 33.0 FEET
 FY0552'SOUTH OF A WIRE FENCE, 26.0 FEET NORTH OF A TRACK ROAD AND
 FY0552'1.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 FY0552'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FY0552'PROJECTING 6 INCHES AND STAMPED CLARKSVILLE NO 2 1933.
 FY0552'
 FY0552'REFERENCE MARK NO. 3 IS 135.0 FEET EAST OF AN OUT-HOUSE AND 6.0
 FY0552'FEET WEST OF A SMALL SHED.  THE MARK IS A STANDARD DISK
 FY0552'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES
 FY0552'AND STAMPED CLARKSVILLE NO 3 1933.
 FY0552'
 FY0552'NOTE.  REFERENCE MARK NO. 2 SERVES AS AN AZIMUTH MARK.
 FY0552
 FY0552                          STATION RECOVERY (1966)
 FY0552
 FY0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0552'2.2 MI E FROM CLARKSVILLE.
 FY0552'2.2 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0552'CLARKSVILLE TO THE TOP OF A SMALL RIDGE, APPROXIMATELY 200 FEET
 FY0552'NORTH OF THE HIGHWAY, 46 FEET EAST OF A 4 FOOT OAK TREE, 31 FEET
 FY0552'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 22 FEET NORTH
 FY0552'OF THE NORTHEAST CORNER OF A HOUSE, SET IN THE TOP OF A CONCRETE
 FY0552'POST PROJECTING 8-INCHES AND IS ABOUT 40 FEET ABOVE THE LEVEL
 FY0552'OF THE HIGHWAY.
 FY0552
 FY0552                          STATION RECOVERY (1978)
 FY0552
 FY0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0552'RECOVERED IN GOOD CONDITION.
 FY0552
 FY0552                          STATION RECOVERY (1991)
 FY0552
 FY0552'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLS)
 FY0552'RECOVERED IN GOOD CONDITION.
 FY0552
 FY0552                          STATION RECOVERY (2005)
 FY0552
 FY0552'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0552'STATION AND RM3 FOUND IN GOOD CONDITION, RM1 AND 2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3023 ***********************************************************************
 FY3023  DESIGNATION -  CLARKSVILLE MUNICIPAL TANK
 FY3023  PID         -  FY3023
 FY3023  STATE/COUNTY-  VA/MECKLENBURG
 FY3023  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY3023
 FY3023                         *CURRENT SURVEY CONTROL
 FY3023  ___________________________________________________________________
 FY3023* NAD 83(1993)-  36 37 18.09337(N)    078 34 21.30452(W)     ADJUSTED  
 FY3023* NAVD 88     -                                                        
 FY3023  ___________________________________________________________________
 FY3023  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FY3023  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FY3023
 FY3023  HORZ ORDER  -  THIRD
 FY3023
 FY3023.The horizontal coordinates were established by classical geodetic methods
 FY3023.and adjusted by the National Geodetic Survey in September 1995..
 FY3023
 FY3023
 FY3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3023
 FY3023.The geoid height was determined by GEOID03.
 FY3023
 FY3023;                    North         East     Units Scale Factor Converg.
 FY3023;SPC VA S     - 1,032,003.227 3,493,507.067   MT  1.00002948   -0 02 38.6
 FY3023;SPC VA S     - 3,385,830.59 11,461,614.44   sFT  1.00002948   -0 02 38.6
 FY3023;UTM  17      - 4,055,650.717   717,066.055   MT  1.00018053   +1 26 54.9
 FY3023
 FY3023                          SUPERSEDED SURVEY CONTROL
 FY3023
 FY3023  NAD 83(1986)-  36 37 18.09275(N)    078 34 21.31143(W) AD(       ) 4
 FY3023  NAD 27      -  36 37 17.59137(N)    078 34 22.31167(W) AD(       ) 3
 FY3023
 FY3023.Superseded values are not recommended for survey control.
 FY3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3023.See file dsdata.txt to determine how the superseded data were derived.
 FY3023
 FY3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1706655651(NAD 83)
 FY3023_MARKER: 53 = ELEVATED TANK
 FY3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY3023+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 FY3023
 FY3023  HISTORY     - Date     Condition        Report By
 FY3023  HISTORY     - 1966     FIRST OBSERVED   CGS
 FY3023  HISTORY     - 20050321 GOOD             GEOCAC
 FY3023  HISTORY     - 20050716 GOOD             USPSQD
 FY3023
 FY3023                          STATION DESCRIPTION
 FY3023
 FY3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY3023'THE STATION IS THE BALL ATOP THE 150 FEET HIGH STEEL TANK,
 FY3023'PAINTED GREEN AND MOUNTED ON 5 STEEL LEGS.  LOCATED IN THE
 FY3023'WEST SECTION OF CLARKSVILLE, 0.1 MILE NORTH OF THE INTERSECTION
 FY3023'OF U.S. HIGHWAY 58 AND VIRGINIA STREET.
 FY3023
 FY3023                          STATION RECOVERY (2005)
 FY3023
 FY3023'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY3023'RECOVERED AS DESCRIBED BEHIND THE COMMUNITY CENTER ON WOODLAND DRIVE
 FY3023'ON THE WEST SIDE OF TOWN.
 FY3023' 
 FY3023' 
 FY3023
 FY3023                          STATION RECOVERY (2005)
 FY3023
 FY3023'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY3023'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3024 ***********************************************************************
 FY3024  DESIGNATION -  CLARKSVILLE MUNICIPAL TANK
 FY3024  PID         -  FY3024
 FY3024  STATE/COUNTY-  VA/MECKLENBURG
 FY3024  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY3024
 FY3024                         *CURRENT SURVEY CONTROL
 FY3024  ___________________________________________________________________
 FY3024* NAD 83(1993)-  36 37 25.89723(N)    078 33 21.88631(W)     ADJUSTED  
 FY3024* NAVD 88     -                                                        
 FY3024  ___________________________________________________________________
 FY3024  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 FY3024  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FY3024
 FY3024  HORZ ORDER  -  THIRD
 FY3024
 FY3024.The horizontal coordinates were established by classical geodetic methods
 FY3024.and adjusted by the National Geodetic Survey in September 1995..
 FY3024
 FY3024
 FY3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3024
 FY3024.The geoid height was determined by GEOID03.
 FY3024
 FY3024;                    North         East     Units Scale Factor Converg.
 FY3024;SPC VA S     - 1,032,242.783 3,494,983.642   MT  1.00002899   -0 02 02.5
 FY3024;SPC VA S     - 3,386,616.53 11,466,458.83   sFT  1.00002899   -0 02 02.5
 FY3024;SPC NC       -   318,919.424   649,315.318   MT  1.00015975   +0 15 22.4
 FY3024;SPC NC       - 1,046,321.48  2,130,295.34   sFT  1.00015975   +0 15 22.4
 FY3024;UTM  17      - 4,055,928.697   718,536.117   MT  1.00018842   +1 27 30.7
 FY3024
 FY3024                          SUPERSEDED SURVEY CONTROL
 FY3024
 FY3024  NAD 83(1986)-  36 37 25.89619(N)    078 33 21.89388(W) AD(       ) 4
 FY3024  NAD 27      -  36 37 25.39700(N)    078 33 22.89100(W) AD(       ) 3
 FY3024
 FY3024.Superseded values are not recommended for survey control.
 FY3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3024.See file dsdata.txt to determine how the superseded data were derived.
 FY3024
 FY3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1853655929(NAD 83)
 FY3024_MARKER: 51 = TANK
 FY3024
 FY3024  HISTORY     - Date     Condition        Report By
 FY3024  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY3024  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY3024
 FY3024                          STATION DESCRIPTION
 FY3024
 FY3024'DESCRIBED BY GEOCACHING 2005 (PFF)
 FY3024'NO TANK VISIBLE IN THE VICINITY. THE SITE WAS IDENTIFIED AS BEING ON A
 FY3024'HILL IN THE NW QUADRANT OF THE INTERSECTION OF MARKET AND FOURTH
 FY3024'STREETS, AT A CLUSTER OF BUILDINGS AT 212 FOURTH STREET, INCLUDING A
 FY3024'FORMER FIRE STATION, ADMINISTRATIVE BUILDING AND PUMP HOUSE. A BRICK
 FY3024'STORAGE TANK WAS OBSERVED, BUT THERE IS NO EVIDENCE OF THE TANK
 FY3024'FOUNDATION.  A NEW MUNICIPAL TANK (FY3023) IS LOCATED 0.9 MILES EAST
 FY3024'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3025 ***********************************************************************
 FY3025  DESIGNATION -  CLARKSVILLE PACIFIC MILLS TANK
 FY3025  PID         -  FY3025
 FY3025  STATE/COUNTY-  VA/MECKLENBURG
 FY3025  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY3025
 FY3025                         *CURRENT SURVEY CONTROL
 FY3025  ___________________________________________________________________
 FY3025* NAD 83(1993)-  36 36 28.89370(N)    078 32 11.44621(W)     ADJUSTED  
 FY3025* NAVD 88     -                                                        
 FY3025  ___________________________________________________________________
 FY3025  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FY3025  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FY3025
 FY3025  HORZ ORDER  -  THIRD
 FY3025
 FY3025.The horizontal coordinates were established by classical geodetic methods
 FY3025.and adjusted by the National Geodetic Survey in September 1995..
 FY3025
 FY3025
 FY3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3025
 FY3025.The geoid height was determined by GEOID03.
 FY3025
 FY3025;                    North         East     Units Scale Factor Converg.
 FY3025;SPC VA S     - 1,030,484.730 3,496,733.218   MT  1.00003258   -0 01 19.8
 FY3025;SPC VA S     - 3,380,848.65 11,472,198.90   sFT  1.00003258   -0 01 19.8
 FY3025;UTM  17      - 4,054,216.522   720,331.173   MT  1.00019813   +1 28 10.8
 FY3025
 FY3025                          SUPERSEDED SURVEY CONTROL
 FY3025
 FY3025  NAD 83(1986)-  36 36 28.89306(N)    078 32 11.45341(W) AD(       ) 4
 FY3025  NAD 27      -  36 36 28.39247(N)    078 32 12.45229(W) AD(       ) 3
 FY3025
 FY3025.Superseded values are not recommended for survey control.
 FY3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3025.See file dsdata.txt to determine how the superseded data were derived.
 FY3025
 FY3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2033154217(NAD 83)
 FY3025_MARKER: 53 = ELEVATED TANK
 FY3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY3025+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 FY3025
 FY3025  HISTORY     - Date     Condition        Report By
 FY3025  HISTORY     - 1966     FIRST OBSERVED   CGS
 FY3025  HISTORY     - 20050321 GOOD             GEOCAC
 FY3025  HISTORY     - 20050716 GOOD             USPSQD
 FY3025
 FY3025                          STATION DESCRIPTION
 FY3025
 FY3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY3025'THE STATION IS THE BALL ATOP THE 150 FEET HIGH STEEL TANK,
 FY3025'PAINTED SILVER AND MOUNTED ON 6 STEEL LEGS.  LOCATED ABOUT
 FY3025'1-1/2 MILES SOUTH OF CLARKSVILLE.
 FY3025'
 FY3025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15
 FY3025'AND 58 IN THE WEST SECTION OF CLARKSVILLE, GO SOUTH ON U.S.
 FY3025'HIGHWAY 15 FOR 1.6 MILES TO COUNTY ROUTE 722 ON THE LEFT.  TURN
 FY3025'LEFT AND FOLLOW COUNTY ROUTE 722 FOR 0.8 MILE TO THE STATION.
 FY3025
 FY3025                          STATION RECOVERY (2005)
 FY3025
 FY3025'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY3025'RECOVERED AS DESCRIBED ON THE GROUNDS OF BURLINGTON INDUSTRIES.
 FY3025' 
 FY3025' 
 FY3025
 FY3025                          STATION RECOVERY (2005)
 FY3025
 FY3025'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY3025'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0550 ***********************************************************************
 FY0550  DESIGNATION -  CLARKSVILLE RM 2
 FY0550  PID         -  FY0550
 FY0550  STATE/COUNTY-  VA/MECKLENBURG
 FY0550  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0550
 FY0550                         *CURRENT SURVEY CONTROL
 FY0550  ___________________________________________________________________
 FY0550* NAD 83(1986)-  36 38 12.     (N)    078 31 24.     (W)     SCALED    
 FY0550* NAVD 88     -       121.704  (meters)     399.29   (feet)  ADJUSTED  
 FY0550  ___________________________________________________________________
 FY0550  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FY0550  DYNAMIC HT  -         121.611 (meters)     398.99  (feet)  COMP
 FY0550  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 FY0550
 FY0550  VERT ORDER  -  FIRST     CLASS II
 FY0550
 FY0550.The horizontal coordinates were scaled from a topographic map and have
 FY0550.an estimated accuracy of +/- 6 seconds.
 FY0550
 FY0550.The orthometric height was determined by differential leveling
 FY0550.and adjusted by the National Geodetic Survey in June 1991..
 FY0550
 FY0550.The geoid height was determined by GEOID03.
 FY0550
 FY0550.The dynamic height is computed by dividing the NAVD 88
 FY0550.geopotential number by the normal gravity value computed on the
 FY0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0550.degrees latitude (g = 980.6199 gals.).
 FY0550
 FY0550.The modeled gravity was interpolated from observed gravity values.
 FY0550
 FY0550;                    North         East    Units  Estimated Accuracy
 FY0550;SPC VA S     - 1,033,660.    3,497,910.      MT  (+/- 180 meters Scaled)
 FY0550
 FY0550                          SUPERSEDED SURVEY CONTROL
 FY0550
 FY0550  NGVD 29 (03/05/92)  121.967  (m)          400.15   (f) ADJUSTED    1 2
 FY0550
 FY0550.Superseded values are not recommended for survey control.
 FY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0550.See file dsdata.txt to determine how the superseded data were derived.
 FY0550
 FY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA214574(NAD 83)
 FY0550_MARKER: DR = REFERENCE MARK DISK
 FY0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0550_STAMPING: CLARKSVILLE RM 2 1933
 FY0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0550+STABILITY: SURFACE MOTION
 FY0550
 FY0550  HISTORY     - Date     Condition        Report By
 FY0550  HISTORY     - 1933     MONUMENTED       CGS
 FY0550  HISTORY     - 1966     GOOD             NGS
 FY0550  HISTORY     - 1978     GOOD             NGS
 FY0550  HISTORY     - 20051021 MARK NOT FOUND   USPSQD
 FY0550
 FY0550                          STATION DESCRIPTION
 FY0550
 FY0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0550'2.2 MI E FROM CLARKSVILLE.
 FY0550'AT THE CLARKSVILLE STATION SITE-- APPROXIMATELY 400 FEET SOUTHWEST
 FY0550'OF THE STATION, 70 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 60
 FY0550'FEET EAST OF A TRACK ROAD, 33 FEET SOUTH OF A WIRE FENCE, 26
 FY0550'FEET NORTH OF A TRACK ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS
 FY0550'SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A
 FY0550'CONCRETE POST PROJECTING 6-INCHES AND IS ABOUT 25 FEET BELOW
 FY0550'THE LEVEL OF THE STATION.
 FY0550
 FY0550                          STATION RECOVERY (1978)
 FY0550
 FY0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0550'RECOVERED IN GOOD CONDITION.
 FY0550
 FY0550                          STATION RECOVERY (2005)
 FY0550
 FY0550'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0550'ROAD LEVELS HAS BEEN CHANGED AND REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0551 ***********************************************************************
 FY0551  DESIGNATION -  CLARKSVILLE RM 3
 FY0551  PID         -  FY0551
 FY0551  STATE/COUNTY-  VA/MECKLENBURG
 FY0551  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0551
 FY0551                         *CURRENT SURVEY CONTROL
 FY0551  ___________________________________________________________________
 FY0551* NAD 83(1986)-  36 38 17.     (N)    078 31 22.     (W)     SCALED    
 FY0551* NAVD 88     -       126.828  (meters)     416.10   (feet)  ADJUSTED  
 FY0551  ___________________________________________________________________
 FY0551  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FY0551  DYNAMIC HT  -         126.732 (meters)     415.79  (feet)  COMP
 FY0551  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 FY0551
 FY0551  VERT ORDER  -  FIRST     CLASS II
 FY0551
 FY0551.The horizontal coordinates were scaled from a topographic map and have
 FY0551.an estimated accuracy of +/- 6 seconds.
 FY0551
 FY0551.The orthometric height was determined by differential leveling
 FY0551.and adjusted by the National Geodetic Survey in June 1991..
 FY0551
 FY0551.The geoid height was determined by GEOID03.
 FY0551
 FY0551.The dynamic height is computed by dividing the NAVD 88
 FY0551.geopotential number by the normal gravity value computed on the
 FY0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0551.degrees latitude (g = 980.6199 gals.).
 FY0551
 FY0551.The modeled gravity was interpolated from observed gravity values.
 FY0551
 FY0551;                    North         East    Units  Estimated Accuracy
 FY0551;SPC VA S     - 1,033,820.    3,497,960.      MT  (+/- 180 meters Scaled)
 FY0551
 FY0551                          SUPERSEDED SURVEY CONTROL
 FY0551
 FY0551  NGVD 29 (03/05/92)  127.093  (m)          416.97   (f) ADJUSTED    1 2
 FY0551
 FY0551.Superseded values are not recommended for survey control.
 FY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0551.See file dsdata.txt to determine how the superseded data were derived.
 FY0551
 FY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA214575(NAD 83)
 FY0551_MARKER: DR = REFERENCE MARK DISK
 FY0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0551_STAMPING: CLARKSVILLE NO 3 1933
 FY0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0551+STABILITY: SURFACE MOTION
 FY0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0551+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 FY0551
 FY0551  HISTORY     - Date     Condition        Report By
 FY0551  HISTORY     - 1933     MONUMENTED       CGS
 FY0551  HISTORY     - 1966     GOOD             NGS
 FY0551  HISTORY     - 1978     GOOD             NGS
 FY0551  HISTORY     - 20051021 GOOD             USPSQD
 FY0551
 FY0551                          STATION DESCRIPTION
 FY0551
 FY0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0551'2.2 MI E FROM CLARKSVILLE.
 FY0551'AT THE CLARKSVILLE STATION SITE-- 79.19 FEET NORTHWEST OF THE
 FY0551'STATION, 13.5 FEET EAST OF AN OUTSIDE TOILET, 6 FEET WEST OF A
 FY0551'SMALL SHED, SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES
 FY0551'AND IS ABOUT LEVEL WITH THE STATION.
 FY0551
 FY0551                          STATION RECOVERY (1978)
 FY0551
 FY0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0551'RECOVERED IN GOOD CONDITION.
 FY0551
 FY0551                          STATION RECOVERY (2005)
 FY0551
 FY0551'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2951 ***********************************************************************
 FX2951  DESIGNATION -  CLAUDIA
 FX2951  PID         -  FX2951
 FX2951  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2951  USGS QUAD   -  CAPE HENRY (1986)
 FX2951
 FX2951                         *CURRENT SURVEY CONTROL
 FX2951  ___________________________________________________________________
 FX2951* NAD 83(1993)-  36 58 50.78339(N)    076 06 23.50543(W)     ADJUSTED  
 FX2951* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX2951  ___________________________________________________________________
 FX2951  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 FX2951  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX2951
 FX2951  HORZ ORDER  -  THIRD
 FX2951
 FX2951.The horizontal coordinates were established by classical geodetic methods
 FX2951.and adjusted by the National Geodetic Survey in September 1995..
 FX2951
 FX2951.The orthometric height was scaled from a topographic map.
 FX2951
 FX2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2951
 FX2951.The geoid height was determined by GEOID03.
 FX2951
 FX2951;                    North         East     Units Scale Factor Converg.
 FX2951;SPC VA S     - 1,074,550.336 3,713,070.821   MT  0.99996804   +1 27 09.6
 FX2951;SPC VA S     - 3,525,420.56 12,181,966.52   sFT  0.99996804   +1 27 09.6
 FX2951;UTM  18      - 4,093,311.568   401,518.884   MT  0.99971948   -0 39 56.5
 FX2951
 FX2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2951!SPC VA S     -   1.00000572  x   0.99996804  =   0.99997376
 FX2951!UTM  18      -   1.00000572  x   0.99971948  =   0.99972520
 FX2951
 FX2951|---------------------------------------------------------------------|
 FX2951| PID    Reference Object                     Distance      Geod. Az  |
 FX2951|                                                           dddmmss.s |
 FX2951| DC8166 CLAUDIA RM 1                        141.583 METERS 02747     |
 FX2951| FX2958 CAPE HENRY LIGHTHOUSE 1887          APPROX.10.7 KM 1241732.7 |
 FX2951| DC8167 CLAUDIA RM 2                         36.122 METERS 30103     |
 FX2951|---------------------------------------------------------------------|
 FX2951
 FX2951                          SUPERSEDED SURVEY CONTROL
 FX2951
 FX2951  NAD 83(1986)-  36 58 50.78848(N)    076 06 23.54287(W) AD(       ) 3
 FX2951  NAD 27      -  36 58 50.26096(N)    076 06 24.77654(W) AD(       ) 3
 FX2951
 FX2951.Superseded values are not recommended for survey control.
 FX2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2951.See file dsdata.txt to determine how the superseded data were derived.
 FX2951
 FX2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0151993312(NAD 83)
 FX2951_MARKER: DS = TRIANGULATION STATION DISK
 FX2951_SETTING: 0 = UNSPECIFIED SETTING
 FX2951
 FX2951  HISTORY     - Date     Condition        Report By
 FX2951  HISTORY     - 1967     MONUMENTED       CGS
 FX2951
 FX2951                          STATION DESCRIPTION
 FX2951
 FX2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DJF)
 FX2951'STATION CLAUDIA IS REACHED FROM NORFOLK BY GOING NORTH ON
 FX2951'HIGHWAY 13 TO CHESAPEAKE BAY BRIDGE TUNNEL.  FROM THE TOLL
 FX2951'GATE PROCEED 4 MILES TO THE NORTHERN ISLAND (ISLAND 2) OF THIMBLE
 FX2951'SHOAL CHANNEL TUNNEL.
 FX2951'
 FX2951'THE STATION MARK, A STANDARD DISK SET IN THE CONCRETE ABUTMENT
 FX2951'SURROUNDING THE ISLAND, IS LOCATED ON THE SOUTHERN END OF
 FX2951'THE ISLAND, (ISLAND 2).  THE MARK IS ON THE SOUTHERN FACE
 FX2951'OF THE CONCRETE ABUTMENT 43.2 FEET SOUTH OF SE CORNER OF THE
 FX2951'BUILDING LOCATED THERE.
 FX2951'
 FX2951'R.M. 1, A STANDARD DISK MARKED CLAUDIA NO. 1 IS SET IN THE
 FX2951'CONCRETE ABUTMENT SURROUNDING THE ISLAND BEARING NE 464.505
 FX2951'FEET FROM CLAUDIA.
 FX2951'
 FX2951'R.M. 2, A STANDARD DISK MARKED CLAUDIA NO. 2, ALSO SET IN THE
 FX2951'CONCRETE ABUTMENT BEARING WNW 118.510 FEET FROM CLAUDIA.
 FX2951'
 FX2951'THE STATION WAS ESTABLISHED TO AID IN CONTROL OF A HYDROGRAPHIC
 FX2951'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3430 ***********************************************************************
 GX3430  DESIGNATION -  CLAY
 GX3430  PID         -  GX3430
 GX3430  STATE/COUNTY-  VA/TAZEWELL
 GX3430  USGS QUAD   -  RICHLANDS (1978)
 GX3430
 GX3430                         *CURRENT SURVEY CONTROL
 GX3430  ___________________________________________________________________
 GX3430* NAD 83(1993)-  37 03 45.50146(N)    081 45 37.34673(W)     ADJUSTED  
 GX3430* NAVD 88     -       758.88   (+/-2cm)    2489.8    (feet)  VERTCON   
 GX3430  ___________________________________________________________________
 GX3430  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GX3430  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GX3430
 GX3430  HORZ ORDER  -  SECOND
 GX3430  VERT ORDER  -  THIRD ? (See Below)
 GX3430
 GX3430.The horizontal coordinates were established by classical geodetic methods
 GX3430.and adjusted by the National Geodetic Survey in December 1995..
 GX3430
 GX3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3430.The vertical order pertains to the NGVD 29 superseded value.
 GX3430
 GX3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3430
 GX3430.The geoid height was determined by GEOID03.
 GX3430
 GX3430;                    North         East     Units Scale Factor Converg.
 GX3430;SPC VA S     - 1,085,940.787 3,210,096.279   MT  0.99995948   -1 58 43.7
 GX3430;SPC VA S     - 3,562,790.73 10,531,790.88   sFT  0.99995948   -1 58 43.7
 GX3430;UTM  17      - 4,102,091.539   432,399.894   MT  0.99965629   -0 27 29.8
 GX3430
 GX3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3430!SPC VA S     -   0.99988573  x   0.99995948  =   0.99984521
 GX3430!UTM  17      -   0.99988573  x   0.99965629  =   0.99954206
 GX3430
 GX3430:                Primary Azimuth Mark                     Grid Az
 GX3430:SPC VA S     -  CLAY AZ MK                               222 00 30.9
 GX3430:UTM  17      -  CLAY AZ MK                               220 29 17.0
 GX3430
 GX3430|---------------------------------------------------------------------|
 GX3430| PID    Reference Object                     Distance      Geod. Az  |
 GX3430|                                                           dddmmss.s |
 GX3430| GX2103 CLAY AZ MK                                         2200147.2 |
 GX3430| DC3995 CLAY RM 1                            29.570 METERS 24100     |
 GX3430| DC3996 CLAY RM 2                            30.328 METERS 29613     |
 GX3430|---------------------------------------------------------------------|
 GX3430
 GX3430                          SUPERSEDED SURVEY CONTROL
 GX3430
 GX3430  NAD 83(1993)-  37 03 45.50099(N)    081 45 37.34562(W) AD(       ) 2
 GX3430  NAD 83(1986)-  37 03 45.51547(N)    081 45 37.34773(W) AD(       ) 2
 GX3430  NAD 27      -  37 03 45.10166(N)    081 45 37.93269(W) AD(       ) 2
 GX3430  NGVD 29 (07/19/86)  759.02   (m)         2490.2    (f) LEVELING    3  
 GX3430
 GX3430.Superseded values are not recommended for survey control.
 GX3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3430.See file dsdata.txt to determine how the superseded data were derived.
 GX3430
 GX3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB3240002092(NAD 83)
 GX3430_MARKER: DE = TRAVERSE STATION DISK
 GX3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3430
 GX3430  HISTORY     - Date     Condition        Report By
 GX3430  HISTORY     - 1963     MONUMENTED       CGS
 GX3430
 GX3430                          STATION DESCRIPTION
 GX3430
 GX3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3430'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF
 GX3430'CEDAR BLUFF, VIRGINIA AND 0.25 MILES WEST OF CLAYPOOL HILL.
 GX3430'IT IS IN A CULTIVATED FIELD OWNED BY MR. BILL TAYLOR AND BROTHER.
 GX3430'
 GX3430'TO REACH FROM POST OFFICE IN CEDAR BLUFF, VIRGINIA, GO
 GX3430'SOUTHEAST ON U.S. HIGHWAY 460 FOR 2.0 MILES TO THE JUNCTION
 GX3430'OF U.S. HIGHWAYS 460 AND 19, AT CLAYPOOL HILL, GO WEST ON
 GX3430'U.S. HIGHWAY 19 FOR 0.7 MILES TO COUNTY ROUTE 719, TURN
 GX3430'RIGHT AND GO APPROXIMATELY 50 YARDS TO AZIMUTH ON THE LEFT
 GX3430'AS DESCRIBED, CONTINUE ON COUNTY ROUTE 719 FOR 0.55 MILES
 GX3430'TO A SIGN, END OF STATE MAINTENANCE AND GATE ON THE RIGHT,
 GX3430'PASS THROUGH GATE AND GO 0.1 MILES ACROSS FIELD TO ANOTHER
 GX3430'GATE, PASS THROUGH THIS GATE INTO PASTURE AND CONTINUE UP
 GX3430'HILL FOR 0.15 MILES TO A FENCE, TURN RIGHT AND PROCEED ALONG
 GX3430'FENCE FOR 0.05 MILES TO STATION ON THE LEFT IN THE FIELD.
 GX3430'
 GX3430'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 GX3430'CONCRETE MONUMENT 12 INCHES UNDERGROUND.  IT IS 80.85 FEET
 GX3430'EAST OF A METAL WITNESS POST SET IN THE FENCE LINE, APPROXIMATELY
 GX3430'30 PACES SOUTHWEST OF THE TOP OF HILL AND IS STAMPED CLAY
 GX3430'1963.
 GX3430'
 GX3430'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3430'MONUMENT PROJECTING 6 INCHES.  IT IS 39.9 FEET SOUTH OF A
 GX3430'METAL WITNESS POST, 1 FOOT EAST OF A WIRE FENCE, APPROXIMATELY
 GX3430'4 FEET LOWER THAN THE STATION AND IS STAMPED CLAY NO. 1 1963.
 GX3430'
 GX3430'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DEPRESSION
 GX3430'IN OUTCROPPING BEDROCK WHICH PROJECTS 5 INCHES.  IT IS 52.2
 GX3430'FEET NORTH OF A METAL WITNESS POST, 17 FEET WEST OF A WIRE
 GX3430'FENCE 5 FEET LOWER THAN THE STATION AND IS STAMPED CLAY
 GX3430'NO. 2 1963.
 GX3430'
 GX3430'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3430'MONUMENT FLUSH WITH THE GROUND.  IT IS 41 FEET NORTH OF THE
 GX3430'DRIVEWAY LEADING TO STEELESBURG METHODIST CHURCH, 9 FEET
 GX3430'NORTH OF THE NORTHWEST CORNER OF A PUMP HOUSE ADJOINING
 GX3430'AN ABANDONED SCHOOL, 2.4 FEET NORTHEAST OF A METAL WITNESS
 GX3430'POST, 1 FOOT EAST OF A SMALL WHITE WOODEN BUILDING AND IS
 GX3430'STAMPED CLAY 1963.
 GX3430'
 GX3430'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2360 ***********************************************************************
 GW2360  DESIGNATION -  CLAY
 GW2360  PID         -  GW2360
 GW2360  STATE/COUNTY-  VA/ALBEMARLE
 GW2360  USGS QUAD   -  COVESVILLE (1984)
 GW2360
 GW2360                         *CURRENT SURVEY CONTROL
 GW2360  ___________________________________________________________________
 GW2360* NAD 83(1993)-  37 57 41.29475(N)    078 38 53.56793(W)     ADJUSTED  
 GW2360* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 GW2360  ___________________________________________________________________
 GW2360  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GW2360  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2360
 GW2360  HORZ ORDER  -  SECOND
 GW2360
 GW2360.The horizontal coordinates were established by classical geodetic methods
 GW2360.and adjusted by the National Geodetic Survey in November 1994..
 GW2360
 GW2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2360
 GW2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2360
 GW2360.The geoid height was determined by GEOID03.
 GW2360
 GW2360;                    North         East     Units Scale Factor Converg.
 GW2360;SPC VA S     - 1,180,699.109 3,486,975.270   MT  0.99999906   -0 05 23.8
 GW2360;SPC VA S     - 3,873,676.99 11,440,184.70   sFT  0.99999906   -0 05 23.8
 GW2360;UTM  17      - 4,204,149.215   706,602.820   MT  1.00012575   +1 26 49.8
 GW2360
 GW2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2360!SPC VA S     -   0.99996886  x   0.99999906  =   0.99996792
 GW2360!UTM  17      -   0.99996886  x   1.00012575  =   1.00009461
 GW2360
 GW2360:                Primary Azimuth Mark                     Grid Az
 GW2360:SPC VA S     -  RED HILL                                 073 19 42.6
 GW2360:UTM  17      -  RED HILL                                 071 47 29.0
 GW2360
 GW2360|---------------------------------------------------------------------|
 GW2360| PID    Reference Object                     Distance      Geod. Az  |
 GW2360|                                                           dddmmss.s |
 GW2360| GW0804 RED HILL                            APPROX. 1.3 KM 0731418.8 |
 GW2360| DC5253 CLAY RM 1                             7.013 METERS 16208     |
 GW2360|---------------------------------------------------------------------|
 GW2360
 GW2360                          SUPERSEDED SURVEY CONTROL
 GW2360
 GW2360  NAD 83(1986)-  37 57 41.29238(N)    078 38 53.55942(W) AD(       ) 2
 GW2360  NAD 27      -  37 57 40.78296(N)    078 38 54.49766(W) AD(       ) 2
 GW2360  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 GW2360
 GW2360.Superseded values are not recommended for survey control.
 GW2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2360.See file dsdata.txt to determine how the superseded data were derived.
 GW2360
 GW2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0660304149(NAD 83)
 GW2360_MARKER: DS = TRIANGULATION STATION DISK
 GW2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2360
 GW2360  HISTORY     - Date     Condition        Report By
 GW2360  HISTORY     - 1965     MONUMENTED       CGS
 GW2360
 GW2360                          STATION DESCRIPTION
 GW2360
 GW2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2360'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CHARLOTTESVILLE
 GW2360'AND ON MR. A.L. CLAYTOR PROPERTY.
 GW2360'
 GW2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW2360'AND U.S. HIGHWAY 250 IN CHARLOTTESVILLE, GO SOUTHERLY ON
 GW2360'U.S. HIGHWAY 29 FOR 10.5 MILES TO A SIDE ROAD ON THE LEFT,
 GW2360'TURN LEFT ON COUNTY ROAD 711 AND GO 0.2 MILE TO THE STATION
 GW2360'ON THE LEFT.
 GW2360'
 GW2360'STATION MARK IS 13 FEET EAST OF THE CENTER OF THE ROAD, 4.5
 GW2360'FEET SOUTH OF POWERLINE POLE NO. 621-65 AND 2.1 FEET EAST
 GW2360'OF A WIRE FENCE AND WITNESS POST.  THE MARK IS A STANDARD
 GW2360'DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH, AND IS
 GW2360'STAMPED CLAY 1965.
 GW2360'
 GW2360'REFERENCE MARK NO. 1 IS 11 FEET EAST OF THE CENTER OF THE
 GW2360'ROAD AND 6 INCHES EAST OF THE WIRE FENCE.  THE MARK IS A
 GW2360'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH,
 GW2360'AND IS STAMPED CLAY NO 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2103 ***********************************************************************
 GX2103  DESIGNATION -  CLAY AZ MK
 GX2103  PID         -  GX2103
 GX2103  STATE/COUNTY-  VA/TAZEWELL
 GX2103  USGS QUAD   -  RICHLANDS (1978)
 GX2103
 GX2103                         *CURRENT SURVEY CONTROL
 GX2103  ___________________________________________________________________
 GX2103* NAD 83(1986)-  37 03 24.     (N)    081 45 59.     (W)     SCALED    
 GX2103* NAVD 88     -       694.486  (meters)    2278.49   (feet)  ADJUSTED  
 GX2103  ___________________________________________________________________
 GX2103  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GX2103  DYNAMIC HT  -         693.866 (meters)    2276.46  (feet)  COMP
 GX2103  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 GX2103
 GX2103  VERT ORDER  -  SECOND    CLASS 0
 GX2103
 GX2103.The horizontal coordinates were scaled from a topographic map and have
 GX2103.an estimated accuracy of +/- 6 seconds.
 GX2103
 GX2103.The orthometric height was determined by differential leveling
 GX2103.and adjusted by the National Geodetic Survey in June 1991..
 GX2103
 GX2103.The geoid height was determined by GEOID03.
 GX2103
 GX2103.The dynamic height is computed by dividing the NAVD 88
 GX2103.geopotential number by the normal gravity value computed on the
 GX2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2103.degrees latitude (g = 980.6199 gals.).
 GX2103
 GX2103.The modeled gravity was interpolated from observed gravity values.
 GX2103
 GX2103;                    North         East    Units  Estimated Accuracy
 GX2103;SPC VA S     - 1,085,300.    3,209,540.      MT  (+/- 180 meters Scaled)
 GX2103
 GX2103                          SUPERSEDED SURVEY CONTROL
 GX2103
 GX2103  NGVD 29 (??/??/92)  694.626  (m)         2278.95   (f) ADJ UNCH    2 0
 GX2103
 GX2103.Superseded values are not recommended for survey control.
 GX2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2103.See file dsdata.txt to determine how the superseded data were derived.
 GX2103
 GX2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB318014(NAD 83)
 GX2103_MARKER: DZ = AZIMUTH MARK DISK
 GX2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX2103_STAMPING: CLAY 1963
 GX2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX2103+STABILITY: SURFACE MOTION
 GX2103
 GX2103  HISTORY     - Date     Condition        Report By
 GX2103  HISTORY     - 1963     MONUMENTED       CGS
 GX2103
 GX2103                          STATION DESCRIPTION
 GX2103
 GX2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX2103'0.9 MI SW FROM CLAYPOOL HILL.
 GX2103'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 GX2103'U.S. HIGHWAY 19 AND 460 AT CLAYPOOL HILL TO THE MARK SET BEHIND
 GX2103'AN OLD SCHOOL BUILDING, 240.0 NORTHWEST OF CENTER LINE OF
 GX2103'HIGHWAY, 238.0 SOUTHWEST OF APPROXIMATE CENTER OF COUNTY RD. 719,
 GX2103'138.0 FEET SOUTHEAST OF A CHURCH, 12.0 FEET WEST OF NORTHWEST
 GX2103'CORNER OF SCHOOL, 2.4 FEET NORTH OF A METAL WITNESS SIGN, AND
 GX2103'IS SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 8
 GX2103'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4420 ***********************************************************************
 GV4420  DESIGNATION -  CLAYBANK 2
 GV4420  PID         -  GV4420
 GV4420  STATE/COUNTY-  VA/GLOUCESTER
 GV4420  USGS QUAD   -  CLAY BANK (1984)
 GV4420
 GV4420                         *CURRENT SURVEY CONTROL
 GV4420  ___________________________________________________________________
 GV4420* NAD 83(1993)-  37 21 09.22000(N)    076 36 47.02773(W)     ADJUSTED  
 GV4420* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4420  ___________________________________________________________________
 GV4420  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 GV4420  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 GV4420
 GV4420  HORZ ORDER  -  SECOND
 GV4420
 GV4420.The horizontal coordinates were established by classical geodetic methods
 GV4420.and adjusted by the National Geodetic Survey in September 1995..
 GV4420
 GV4420.The orthometric height was scaled from a topographic map.
 GV4420
 GV4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4420
 GV4420.The geoid height was determined by GEOID03.
 GV4420
 GV4420;                    North         East     Units Scale Factor Converg.
 GV4420;SPC VA S     - 1,114,779.173 3,667,160.481   MT  0.99994544   +1 08 42.8
 GV4420;SPC VA S     - 3,657,404.67 12,031,342.34   sFT  0.99994544   +1 08 42.8
 GV4420;UTM  18      - 4,135,204.604   357,136.325   MT  0.99985142   -0 58 43.8
 GV4420
 GV4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4420!SPC VA S     -   1.00000559  x   0.99994544  =   0.99995103
 GV4420!UTM  18      -   1.00000559  x   0.99985142  =   0.99985701
 GV4420
 GV4420|---------------------------------------------------------------------|
 GV4420| PID    Reference Object                     Distance      Geod. Az  |
 GV4420|                                                           dddmmss.s |
 GV4420| DC9110 CLAYBANK 2 WM 1 NAIL                  5.314 METERS 03512     |
 GV4420| DC9112 CLAYBANK 2 WM 2 NAIL                 11.521 METERS 06238     |
 GV4420| DC9111 CLAYBANK 2 RM 2                      11.402 METERS 06307     |
 GV4420| DC9108 CLAYBANK 2 AZ MK                                   1153250.4 |
 GV4420| DC9113 CLAYBANK 2 RM 3                      91.105 METERS 11533     |
 GV4420| GV4444 PAGE ROCK LIGHTHOUSE                APPROX. 5.2 KM 1530337.1 |
 GV4420| GV4421 CUP                                 APPROX. 0.6 KM 1724052.5 |
 GV4420| GV4460 WATCH BOX 3                         APPROX. 4.9 KM 1781546.0 |
 GV4420| GV4461 WATCH BOX 4                         APPROX. 5.8 KM 1814826.0 |
 GV4420| GV4473 SKIFFES CREEK USN MINE DEP TK       APPROX. 8.1 KM 1900727.7 |
 GV4420| GV4429 HIGH OLD CHIM BELOW CAPAHOSIC       APPROX. 1.8 KM 3295924.5 |
 GV4420| DC9109 CLAYBANK 2 RM 1                      59.068 METERS 35031     |
 GV4420|---------------------------------------------------------------------|
 GV4420
 GV4420                          SUPERSEDED SURVEY CONTROL
 GV4420
 GV4420  NAD 83(1993)-  37 21 09.22033(N)    076 36 47.03290(W) AD(       ) 2
 GV4420  NAD 83(1986)-  37 21 09.22287(N)    076 36 47.05110(W) AD(       ) 2
 GV4420  NAD 27      -  37 21 08.70600(N)    076 36 48.21700(W) AD(       ) 2
 GV4420
 GV4420.Superseded values are not recommended for survey control.
 GV4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4420.See file dsdata.txt to determine how the superseded data were derived.
 GV4420
 GV4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5713635205(NAD 83)
 GV4420_MARKER: I = METAL ROD
 GV4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4420
 GV4420  HISTORY     - Date     Condition        Report By
 GV4420  HISTORY     - 1911     MONUMENTED       CGS
 GV4420  HISTORY     - 1932     GOOD             CGS
 GV4420  HISTORY     - 1932     GOOD             VACF
 GV4420  HISTORY     - 1942     GOOD             CGS
 GV4420  HISTORY     - 1944     GOOD             CGS
 GV4420  HISTORY     - 1947     GOOD             CGS
 GV4420  HISTORY     - 1952     GOOD             CGS
 GV4420  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4420  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4420
 GV4420                          STATION DESCRIPTION
 GV4420
 GV4420'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4420'STATION IS 1/4 MILE ABOVE CLAY BANK WHARF ON THE NW END OF
 GV4420'SAND RIDGE COVERED WITH GRASS AND BUSHES, 6 METERS IN FRONT
 GV4420'OF LOW STREAK BETWEEN THIS RIDGE AND THE HIGHER MAIN BANK.
 GV4420'4 METERS BACK FROM HIGH WATER AND 3 FEET ABOVE.
 GV4420'
 GV4420'MARKED BY A CEMENT POST 8 BY 8 BY 24 INCHES HAVING A TRIANGULAR
 GV4420'DEPRESSION IN THE TOP WITH THE END OF A 1/2 INCH SQUARE IRON
 GV4420'ROD 20 INCHES LONG SHOWING TO MARK THE CENTER.
 GV4420'
 GV4420'POST PROJECTS 3 INCHES ABOVE SURFACE OF GROUND.  A SQUARE
 GV4420'QUART BOTTLE WAS CENTERED 4 INCHES BELOW THE BOTTOM OF THE
 GV4420'POST.
 GV4420'
 GV4420'REFERENCE MARK NO. 1 IS A NAIL HEAD IN A TRIANGLE CUT ON
 GV4420'A 6-INCH CEDAR STANDING IN LOW STREAK.  AZIMUTH = 215 DEG
 GV4420'11 MIN 38 SEC.  DISTANCE = 5.314 METERS.
 GV4420'
 GV4420'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4420'WITH A BRASS C. AND G.S. REFERENCE MARK PLATE EMBEDDED IN
 GV4420'THE TOP WITH ARROW POINTING TO STATION.  REINFORCED BY WIRE.
 GV4420'
 GV4420'PLACED 4 FEET NE OF FENCE ON HIGH GROUND AND PROJECTS 2
 GV4420'INCHES ABOVE GROUND.  AZIMUTH = 242 DEG 37 MIN 55 SEC.
 GV4420'DISTANCE = 11.521 METERS.
 GV4420
 GV4420                          STATION RECOVERY (1932)
 GV4420
 GV4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4420'STATION AND REFERENCE MARK NO. 2 FOUND AS DESCRIBED AND IN
 GV4420'GOOD CONDITION.  STATION IS ON NW END OF A SANDY RIDGE, ABOUT
 GV4420'3 FEET ABOVE HIGH WATER.  THERE IS A SLIGHT DEPRESSION BETWEEN
 GV4420'THE RIDGE AND THE HIGHER MAINLAND WHERE REFERENCE MARK NO.
 GV4420'2 IS LOCATED.
 GV4420'
 GV4420'REFERENCE MARK NO. 1 (PUT IN THIS YEAR) IS A STANDARD BRASS
 GV4420'DISK SET IN TOP OF A CONCRETE POST AND STAMPED CLAY BANK
 GV4420'2, 1932.  IT IS 8 METERS E OF SE CORNER OF HOUSE OWNED BY
 GV4420'GEORGE GUNN, AND 1 FOOT E OF FENCE AROUND HIS HOUSE.
 GV4420'
 GV4420'REFERENCE MARK NO. 3 IS THE SW CORNER OF YELLOW BUNGALOW
 GV4420'OWNED BY IRVING ROWE.
 GV4420'
 GV4420'THE DIRECTIONS TO REFERENCE MARKS ARE BY SEXTANT ANGLES.
 GV4420'THE STATION WAS NOT OCCUPIED.
 GV4420
 GV4420                          STATION RECOVERY (1932)
 GV4420
 GV4420'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4420'REFERENCE MARK NO. 1, A CEDAR HAS BEEN CUT DOWN.
 GV4420'
 GV4420'REFERENCE MARK NO. 2, CONCRETE BLOCK, IN GOOD SHAPE, HAS
 GV4420'BEEN CUSSED MANY TIMES BY MAN CULTIVATING THE LAND, HE HAS
 GV4420'NO TROUBLE TO LOCATE IT WITH HIS PLOW.
 GV4420'
 GV4420'STATION MARKER IN GOOD SHAPE, NO TROUBLE TO LOCATE SAME,
 GV4420'AS IT IS IN CENTER OF LOW SANDY RIDGE WITH A HOLLOW BETWEEN
 GV4420'THIS RIDGE AND CULTIVATED LAND.
 GV4420
 GV4420                          STATION RECOVERY (1942)
 GV4420
 GV4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4420'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE STATION
 GV4420'AND REFERENCE MARK NO. 1 1932 WERE FOUND IN GOOD CONDITION.
 GV4420'REFERENCE MARKS NO. 2 1911 HAS BEEN HIT BY A PLOW AND NOW
 GV4420'LEANS TO THE S.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV4420'
 GV4420'THE STATION IS LOCATED ABOUT 6.5 MILES SW OF GLOUCESTER ON
 GV4420'THE NE BANK OF THE YORK RIVER AND ABOUT 0.25 MILE ABOVE CLAYBANK
 GV4420'WHARF.  IT IS IN THE CENTER OF A LOW SANDY RIDGE, WITH A
 GV4420'SMALL HOLLOW BETWEEN THIS RIDGE AND CULTIVATED LAND WHICH
 GV4420'IS ABOUT 3 FEET HIGHER THAN THE RIDGE.  IT IS ABOUT 100 YARDS
 GV4420'S OF THE SW CORNER OF THE GEORGE GUNN TWO-STORY FRAME HOUSE,
 GV4420'ABOUT 75 YARDS NW OF THE NW CORNER OF THE IRVING ROWE FRAME
 GV4420'BUNGALOW.  (THE NW CORNER OF THE IRVING ROWE HOUSE WAS USED
 GV4420'AS REFERENCE MARK NO. 3 IN PREVIOUS OCCUPATIONS AND WAS
 GV4420'CALLED THE SW CORNER OF THE HOUSE.) THE STATION MARK IS AN
 GV4420'IRON ROD PROTRUDING A HALF INCH FROM THE CENTER OF AN
 GV4420'8-INCH SQUARE CONCRETE POST 24 INCHES LONG, PROJECTING 4
 GV4420'INCHES AND HAVING A TRIANGULAR DEPRESSION AROUND THE ROD.
 GV4420'THE SUBSURFACE MARK IS A SQUARE QUART BOTTLE CENTERED
 GV4420'4 INCHES BELOW THE BOTTOM OF THE STATION POST.
 GV4420'
 GV4420'REFERENCE MARK NO. 1, 1932, A STANDARD DISK SET IN CONCRETE
 GV4420'AT THE CENTER OF THE TOP OF A TILE.
 GV4420'IS 25 FEET SE OF THE SW CORNER OF THE GUNN HOUSE AND 6 FEET
 GV4420'N OF A SHRUB FENCE LINE.  IT IS STAMPED CLAYBANK 2 1932 AND
 GV4420'PROJECTS 1 FOOT.
 GV4420'
 GV4420'REFERENCE MARK NO. 2, 1911, A STANDARD DISK SET IN CONCRETE,
 GV4420'IS AT THE SW EDGE OF A CULTIVATED
 GV4420'FIELD.  THE DISK IS NOT STAMPED.
 GV4420'
 GV4420'REFERENCE MARK NO. 3, 1932, IS THE NW CORNER OF THE IRVING
 GV4420'ROWE BUNGALOW AND MISTAKENLY CALLED THE SW CORNER OF THE
 GV4420'HOUSE IN THE ORIGINAL DESCRIPTION.
 GV4420'
 GV4420'TO REACH THE STATION FROM THE GLOUCESTER COURTHOUSE, GO NW
 GV4420'ON U.S. HIGHWAY 17 FOR 3.1 MILES TO A PAVED CROSS ROAD, TURN
 GV4420'LEFT AND FOLLOW STATE HIGHWAY 217 SOUTHWESTERLY FOR 2.8 MILES
 GV4420'TO A DIRT CROSSROADS, TURN LEFT ON THE DIRT ROAD AND GO 0.5
 GV4420'MILE TO A ROAD FORKS.  TAKE THE LEFT FORK SE AND GO 2.0 MILES
 GV4420'TO A PAVED ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD SW
 GV4420'FOR 2.5 MILES TO A DIM SIDE ROAD RIGHT.  TURN RIGHT ON DIM
 GV4420'ROAD AND GO 0.2 MILE TO A DRIVEWAY LEFT, TURN LEFT AND GO 0.1
 GV4420'MILE TO THE IRVING ROWE BUNGALOW AND THE STATION TO THE NW.
 GV4420
 GV4420                          STATION RECOVERY (1944)
 GV4420
 GV4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4420'STATION RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 GV4420'IS CORRECT AND ADEQUATE FOR PRESENT DAY RECOVERY.
 GV4420
 GV4420                          STATION RECOVERY (1947)
 GV4420
 GV4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4420'THE STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GV4420'A NEW DESCRIPTION FOLLOWS--
 GV4420'
 GV4420'STATION CLAYBANK 2 IS APPROXIMATELY 1/4 MILE NW OF THE INSHORE
 GV4420'END OF THE PIER AT CLAYBANK, ON THE NE SIDE OF THE YORK RIVER,
 GV4420'APPROXIMATELY 1/2 MILE SE OF THE ENTRANCE TO JONES CREEK,
 GV4420'ON A GRASSY POINT, 3 METERS NE OF THE HIGH-WATER LINE, AND
 GV4420'ABOUT HALFWAY BETWEEN TWO SMALL BOAT PIERS.
 GV4420'
 GV4420'REFERENCE MARK 1, ESTABLISHED IN 1932, WAS FOUND AS DESCRIBED
 GV4420'AND IN GOOD CONDITION.  IT IS ON THE SE SIDE OF THE LAWN
 GV4420'OF THE FIRST HOUSE TO THE NW OF THE STATION.
 GV4420'
 GV4420'REFERENCE MARK 2, ESTABLISHED IN 1911, WAS FOUND AS DESCRIBED.
 GV4420'IT APPEARS TO HAVE BEEN KNOCKED SLIGHTLY OUT OF POSITION
 GV4420'(PROBABLY BY MEN PLOWING THE FIELD).  IT IS ON THE EDGE OF
 GV4420'A CULTIVATED FIELD.  A NEW DISTANCE WAS MEASURED TO THIS MARK.
 GV4420'
 GV4420'REFERENCE MARK 3, AS DESCRIBED IN 1932 BY H.O., WAS RECOVERED.
 GV4420'THE DISTANCE GIVEN BY H.O., 91.041 METERS, WAS CHECKED AND
 GV4420'AGREES SATISFACTORILY, BUT THE DIRECTION GIVEN FROM PAGES
 GV4420'ROCK LIGHTHOUSE DOES NOT CHECK.  THE DIRECTION OBTAINED IN
 GV4420'1947 AGREES WITH THAT FOUND BY THE VIRGINIA COMMISSION OF
 GV4420'FISHERIES, ALSO IN 1932.  IT IS BELIEVED THAT THE DIRECTION
 GV4420'TO NO. 3 SHOWN BY H.O. IN 1932 IS IN ERROR.
 GV4420
 GV4420                          STATION RECOVERY (1952)
 GV4420
 GV4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV4420'STATION AND R.M.S 1 AND 3 RECOVERED IN GOOD CONDITION AS
 GV4420'DESCRIBED EXCEPT FOR THE FOLLOWING--
 GV4420'
 GV4420'R.M. 1 IS NOW 13.3 FEET SE FROM SW CORNER OF A NEW ADDITION
 GV4420'TO GUNN HOUSE.
 GV4420'
 GV4420'R.M. 2 IN CULTIVATED FIELD NOT FOUND.
 GV4420
 GV4420                          STATION RECOVERY (1997)
 GV4420
 GV4420'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4420'MARK NOT FOUND.
 GV4420
 GV4420                          STATION RECOVERY (2002)
 GV4420
 GV4420'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1419 ***********************************************************************
 JW1419  DESIGNATION -  CLEARBROOK WOOLEN MILL CO TANK
 JW1419  PID         -  JW1419
 JW1419  STATE/COUNTY-  VA/FREDERICK
 JW1419  USGS QUAD   -  INWOOD (1984)
 JW1419
 JW1419                         *CURRENT SURVEY CONTROL
 JW1419  ___________________________________________________________________
 JW1419* NAD 83(1993)-  39 15 20.74006(N)    078 05 40.89677(W)     ADJUSTED  
 JW1419* NAVD 88     -                                                        
 JW1419  ___________________________________________________________________
 JW1419  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JW1419  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JW1419
 JW1419  HORZ ORDER  -  THIRD
 JW1419
 JW1419.The horizontal coordinates were established by classical geodetic methods
 JW1419.and adjusted by the National Geodetic Survey in November 1994..
 JW1419
 JW1419
 JW1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1419
 JW1419.The geoid height was determined by GEOID03.
 JW1419
 JW1419;                    North         East     Units Scale Factor Converg.
 JW1419;SPC VA N     - 2,176,472.202 3,534,983.738   MT  1.00001037   +0 15 10.7
 JW1419;SPC VA N     - 7,140,642.55 11,597,692.48   sFT  1.00001037   +0 15 10.7
 JW1419;UTM  17      - 4,349,183.089   750,688.986   MT  1.00037387   +1 50 21.8
 JW1419
 JW1419                          SUPERSEDED SURVEY CONTROL
 JW1419
 JW1419  NAD 83(1993)-  39 15 20.73916(N)    078 05 40.90453(W) AD(       ) 4
 JW1419  NAD 83(1986)-  39 15 20.74080(N)    078 05 40.90620(W) AD(       ) 4
 JW1419  NAD 27      -  39 15 20.36900(N)    078 05 41.91300(W) AD(       ) 3
 JW1419
 JW1419.Superseded values are not recommended for survey control.
 JW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1419.See file dsdata.txt to determine how the superseded data were derived.
 JW1419
 JW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5068949183(NAD 83)
 JW1419_MARKER: 53 = ELEVATED TANK
 JW1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1419+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 JW1419
 JW1419  HISTORY     - Date     Condition        Report By
 JW1419  HISTORY     - 1957     FIRST OBSERVED   CGS
 JW1419  HISTORY     - 19980228 GOOD             USPSQD
 JW1419  HISTORY     - 20050626 GOOD             GEOCAC
 JW1419
 JW1419                          STATION DESCRIPTION
 JW1419
 JW1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 JW1419'THE STATION IS THE BALL ATOP THE 110 FOOT HIGH STEEL TANK,
 JW1419'PAINTED SILVER AND SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.
 JW1419'THE TANK IS LOCATED ABOUT 500 FEET SOUTH OF THE MILL, EAST OF
 JW1419'U.S. HIGHWAY 11 AND SOUTH OF COUNTY ROUTE 672.
 JW1419
 JW1419                          STATION RECOVERY (1998)
 JW1419
 JW1419'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1419'RECOVERED IN GOOD CONDITION.
 JW1419
 JW1419                          STATION RECOVERY (2005)
 JW1419
 JW1419'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW1419'TANK FOUND AT THE COORDINATES LISTED.  TANK IS NOW BLUE, AND HAS A
 JW1419'BALL ON TOP, FOUR STRUCTURAL STEEL LEGS, IS APPROXIMATELY THE RIGHT
 JW1419'HEIGHT AND MATCHES THE COORDINATES PERFECTLY BASED ON A HANDHELD GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9989 ***********************************************************************
 DG9989  DESIGNATION -  CLEVE
 DG9989  PID         -  DG9989
 DG9989  STATE/COUNTY-  VA/KING GEORGE
 DG9989  USGS QUAD   -  PORT ROYAL (1968)
 DG9989
 DG9989                         *CURRENT SURVEY CONTROL
 DG9989  ___________________________________________________________________
 DG9989* NAD 83(1993)-  38 12 22.83032(N)    077 13 53.19598(W)     ADJUSTED  
 DG9989* NAVD 88     -         8.8    (meters)      29.     (feet)  GPS OBS   
 DG9989  ___________________________________________________________________
 DG9989  X           -   1,109,106.031 (meters)                     COMP
 DG9989  Y           -  -4,894,179.015 (meters)                     COMP
 DG9989  Z           -   3,923,451.918 (meters)                     COMP
 DG9989  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 DG9989  ELLIP HEIGHT-         -24.11  (meters)          (04/27/05) GPS OBS
 DG9989  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DG9989
 DG9989  HORZ ORDER  -  FIRST
 DG9989  ELLP ORDER  -  FOURTH    CLASS I
 DG9989
 DG9989.The horizontal coordinates were established by GPS observations
 DG9989.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9989
 DG9989.The orthometric height was determined by GPS observations and a
 DG9989.high-resolution geoid model.
 DG9989
 DG9989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9989
 DG9989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9989
 DG9989.The ellipsoidal height was determined by GPS observations
 DG9989.and is referenced to NAD 83.
 DG9989
 DG9989.The geoid height was determined by GEOID03.
 DG9989
 DG9989;                    North         East     Units Scale Factor Converg.
 DG9989;SPC VA N     - 2,060,670.338 3,611,101.108   MT  0.99997397   +0 47 30.2
 DG9989;SPC VA N     - 6,760,715.93 11,847,420.89   sFT  0.99997397   +0 47 30.2
 DG9989;UTM  18      - 4,231,063.246   304,623.734   MT  1.00007013   -1 22 50.1
 DG9989
 DG9989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9989!SPC VA N     -   1.00000378  x   0.99997397  =   0.99997775
 DG9989!UTM  18      -   1.00000378  x   1.00007013  =   1.00007391
 DG9989
 DG9989                          SUPERSEDED SURVEY CONTROL
 DG9989
 DG9989.No superseded survey control is available for this station.
 DG9989
 DG9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0462431063(NAD 83)
 DG9989_MARKER: DD = SURVEY DISK
 DG9989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9989_STAMPING: CLEVE 2005
 DG9989_MARK LOGO: VA-099
 DG9989_PROJECTION: FLUSH
 DG9989_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9989+STABILITY: SURFACE MOTION
 DG9989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9989+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9989
 DG9989  HISTORY     - Date     Condition        Report By
 DG9989  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9989
 DG9989                          STATION DESCRIPTION
 DG9989
 DG9989'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9989'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9989'8.0 KM (5.0 MILES)  SOUTHWEST OF KING GEORGE, AND 5.3 KM (3.3 MILES)
 DG9989'NORTHWEST OF PORT ROYAL.
 DG9989' 
 DG9989'TO REACH THE STATION FROM THE INTERSECTION OF SR 3 (KINGS HIGHWAY) AND
 DG9989'SR 206 (DAHLGREN  ROAD), GO SOUTHEAST ON SR 3 FOR 1.6 KM (1.0 MILE) TO
 DG9989'ITS INTERSECTION WITH SR 610 (MILLBANK  ROAD).  TURN RIGHT AND GO
 DG9989'SOUTH ON SR 610 FOR 1.9 KM (1.2 MILES) TO ITS INTERSECTION WITH SR
 DG9989'610 (POWHATAN ROAD).  TURN RIGHT AND GO SOUTHWEST ON SR 610 FOR 2.6 KM
 DG9989'(1.6 MILES) TO ITS  INTERSECTION WITH SR 607 (PORT CONWAY ROAD).  TURN
 DG9989'LEFT AND GO SOUTH ON SR 607 FOR 0.8  KM (0.5 MILE) TO ITS INTERSECTION
 DG9989'WITH SR 692 (CLEVE DRIVE).  TURN RIGHT AND GO SOUTHWEST  ON SR 692 FOR
 DG9989'3.5 KM (2.2 MILES) TO THE END AT A ROCK QUARRY AND THE STATION ON THE
 DG9989'LEFT.
 DG9989' 
 DG9989'THE STATION IS 69.5 METERS (228.0 FEET) NORTH FROM A UTILITY POLE
 DG9989'NUMBERED KN61, 63.7  METERS (209.0 FEET) NORTH FROM A CABLE BOX AND
 DG9989'TELEPHONE PEDESTAL, 8.2 METERS (27.0 FEET)  SOUTH FROM A UTILITY POLE
 DG9989'NUMBERED KO61, 4.6 METERS (15.0 FEET) EAST FROM THE EDGE OF  PAVEMENT
 DG9989'OF SR 692, AND 0.3 METER (1.0 FOOT) WEST FROM A WITNESS POST. THE
 DG9989'STATION IS A  STANDARD KING GEORGE COUNTY, VA ALUMINUM SURVEY DISK SET
 DG9989'INTO A POURED IN PLACE  CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH
 DG9989'WITH THE GROUND SURFACE AND STAMPED   CLEVE 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3460 ***********************************************************************
 GA3460  DESIGNATION -  CLIFF
 GA3460  PID         -  GA3460
 GA3460  STATE/COUNTY-  VA/LEE
 GA3460  USGS QUAD   -  BIG STONE GAP (1991)
 GA3460
 GA3460                         *CURRENT SURVEY CONTROL
 GA3460  ___________________________________________________________________
 GA3460* NAD 83(1993)-  36 46 26.67757(N)    082 48 37.81745(W)     ADJUSTED  
 GA3460* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 GA3460  ___________________________________________________________________
 GA3460  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GA3460  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA3460
 GA3460  HORZ ORDER  -  SECOND
 GA3460
 GA3460.The horizontal coordinates were established by classical geodetic methods
 GA3460.and adjusted by the National Geodetic Survey in December 1995..
 GA3460
 GA3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3460
 GA3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3460
 GA3460.The geoid height was determined by GEOID03.
 GA3460
 GA3460;                    North         East     Units Scale Factor Converg.
 GA3460;SPC VA S     - 1,057,695.305 3,115,316.790   MT  0.99999866   -2 36 58.1
 GA3460;SPC VA S     - 3,470,122.01 10,220,835.17   sFT  0.99999866   -2 36 58.1
 GA3460;UTM  17      - 4,071,339.054   338,425.361   MT  0.99992163   -1 05 02.8
 GA3460
 GA3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3460!SPC VA S     -   0.99984703  x   0.99999866  =   0.99984569
 GA3460!UTM  17      -   0.99984703  x   0.99992163  =   0.99976867
 GA3460
 GA3460|---------------------------------------------------------------------|
 GA3460| PID    Reference Object                     Distance      Geod. Az  |
 GA3460|                                                           dddmmss.s |
 GA3460| DB9035 CLIFF RM 1                            8.290 METERS 27021     |
 GA3460| GA1213 CLIFF AZ MK                                        3525859.4 |
 GA3460|---------------------------------------------------------------------|
 GA3460
 GA3460                          SUPERSEDED SURVEY CONTROL
 GA3460
 GA3460  NAD 83(1993)-  36 46 26.68048(N)    082 48 37.82132(W) AD(       ) 2
 GA3460  NAD 83(1986)-  36 46 26.68467(N)    082 48 37.82476(W) AD(       ) 2
 GA3460  NAD 27      -  36 46 26.33867(N)    082 48 38.24275(W) AD(       ) 2
 GA3460  NGVD 29 (07/19/86) 1005.8    (m)         3300.     (f) VERT ANG       
 GA3460
 GA3460.Superseded values are not recommended for survey control.
 GA3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3460.See file dsdata.txt to determine how the superseded data were derived.
 GA3460
 GA3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3842571339(NAD 83)
 GA3460_MARKER: DE = TRAVERSE STATION DISK
 GA3460_SETTING: 66 = SET IN ROCK OUTCROP
 GA3460
 GA3460  HISTORY     - Date     Condition        Report By
 GA3460  HISTORY     - 1964     MONUMENTED       CGS
 GA3460
 GA3460                          STATION DESCRIPTION
 GA3460
 GA3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3460'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF DUFFIELD,
 GA3460'ABOUT 0.5 MILE EAST OF U.S. HIGHWAY 23 AND AT THE CLIFF MOUNTAIN
 GA3460'LOOKOUT TOWER ON THE WESTERN EDGE OF CLIFF MOUNTAIN.
 GA3460'
 GA3460'TO REACH THE STATION FROM THE POST OFFICE IN DUFFIELD, GO NORTH
 GA3460'ON U.S. HIGHWAY 23 FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN
 GA3460'RIGHT ON COUNTY ROAD 654 AND GO 1.6 MILES TO A T-JUNCTION,
 GA3460'TURN LEFT ON COUNTY ROAD 655 AND GO 2.0 MILES TO A FORK, JUST
 GA3460'AFTER GOING THROUGH A SMALL CREEK, KEEP LEFT UP HILL ON MAIN
 GA3460'ROAD FOR 0.3 MILE TO A SCHOOL ON THE LEFT, CONTINUE ON FOR 0.1
 GA3460'MILE TO A FORK, TAKE THE LEFT FORK DOWN THE HILL AND GO
 GA3460'2.0 MILES TO THE STATION AND LOOKOUT TOWER.
 GA3460'
 GA3460'THE STATION MARK IS 15.0 FEET WEST OF SOUTHWEST LEG OF LOOKOUT
 GA3460'TOWER, 13.0 FEET SOUTHWEST OF NORTHWEST LEG OF LOOKOUT TOWER
 GA3460'AND 4.3 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 GA3460'STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3460'BEDROCK SET ABOUT 1 FOOT UNDERGROUND AND STAMPED CLIFF 1964.
 GA3460'
 GA3460'REFERENCE MARK NO. 1 IS 37.0 FEET WEST OF NORTHWEST LEG OF
 GA3460'LOOKOUT TOWER AND 26.0 FEET WEST OF A METAL WITNESS POST.  THE
 GA3460'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GA3460'BEDROCK SET FLUSH WITH THE GROUND AND STAMPED CLIFF NO 1 1964.
 GA3460'
 GA3460'THE AZIMUTH MARK IS 21.0 FEET SOUTHEAST OF APPROXIMATE CENTER OF
 GA3460'U.S. HIGHWAY 23, 17.0 FEET SOUTH OF SOUTH RAIL AND 9.0 FEET
 GA3460'SOUTHWEST OF RAILROAD CROSSING SIGNAL.  THE MARK IS A STANDARD
 GA3460'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE
 GA3460'ABUTMENT FLUSH WITH THE GROUND AND STAMPED CLIFF 1964.
 GA3460'
 GA3460'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DUFFIELD,
 GA3460'GO NORTH ON U.S. HIGHWAY 23 FOR 5.6 MILES TO THE MARK ON THE
 GA3460'RIGHT, JUST AFTER PASSING CALDWELLS GROCERY AND JUST BEFORE
 GA3460'REACHING THE RAILROAD TRACKS.
 GA3460'
 GA3460'HEIGHT OF LIGHT ABOVE STATION MARK 14.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1213 ***********************************************************************
 GA1213  DESIGNATION -  CLIFF AZ MK
 GA1213  PID         -  GA1213
 GA1213  STATE/COUNTY-  VA/LEE
 GA1213  USGS QUAD   -  BIG STONE GAP (1991)
 GA1213
 GA1213                         *CURRENT SURVEY CONTROL
 GA1213  ___________________________________________________________________
 GA1213* NAD 83(1986)-  36 47 25.     (N)    082 48 47.     (W)     SCALED    
 GA1213* NAVD 88     -       514.347  (meters)    1687.49   (feet)  ADJUSTED  
 GA1213  ___________________________________________________________________
 GA1213  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1213  DYNAMIC HT  -         513.893 (meters)    1686.00  (feet)  COMP
 GA1213  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GA1213
 GA1213  VERT ORDER  -  FIRST     CLASS I
 GA1213
 GA1213.The horizontal coordinates were scaled from a topographic map and have
 GA1213.an estimated accuracy of +/- 6 seconds.
 GA1213
 GA1213.The orthometric height was determined by differential leveling
 GA1213.and adjusted by the National Geodetic Survey in June 1991..
 GA1213
 GA1213.The geoid height was determined by GEOID03.
 GA1213
 GA1213.The dynamic height is computed by dividing the NAVD 88
 GA1213.geopotential number by the normal gravity value computed on the
 GA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1213.degrees latitude (g = 980.6199 gals.).
 GA1213
 GA1213.The modeled gravity was interpolated from observed gravity values.
 GA1213
 GA1213;                    North         East    Units  Estimated Accuracy
 GA1213;SPC VA S     - 1,059,500.    3,115,170.      MT  (+/- 180 meters Scaled)
 GA1213
 GA1213                          SUPERSEDED SURVEY CONTROL
 GA1213
 GA1213  NGVD 29 (??/??/92)  514.491  (m)         1687.96   (f) ADJ UNCH    1 1
 GA1213
 GA1213.Superseded values are not recommended for survey control.
 GA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1213.See file dsdata.txt to determine how the superseded data were derived.
 GA1213
 GA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA382731(NAD 83)
 GA1213_MARKER: DZ = AZIMUTH MARK DISK
 GA1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1213_SP_SET: CULVERT
 GA1213_STAMPING: CLIFF 1964
 GA1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1213
 GA1213  HISTORY     - Date     Condition        Report By
 GA1213  HISTORY     - 1964     MONUMENTED       CGS
 GA1213  HISTORY     - 1967     GOOD             NGS
 GA1213
 GA1213                          STATION DESCRIPTION
 GA1213
 GA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1213'6.2 MI N FROM DUFFIELD.
 GA1213'ABOUT 6.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1213'FROM THE STATION AT DUFFIELD, OR ABOUT 7.3 MILES SOUTHWEST ALONG
 GA1213'THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE ELEMENTARY SCHOOL
 GA1213'AT EAST STONE GAP, AT THE CROSSING OF THE RAILROAD AND U.S.
 GA1213'HIGHWAY 23, 68 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST 13,
 GA1213'17 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 21 FEET SOUTHEAST
 GA1213'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 GA1213'END OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED
 GA1213'METAL CULVERT UNDER THE HIGHWAY, 110 FEET NORTH OF THE NORTH
 GA1213'CORNER OF CALDWELLS GROCERY STORE, 24 FEET NORTHEAST OF BENCH
 GA1213'MARK F 22, 3.7 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT
 GA1213'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0289 ***********************************************************************
 FX0289  DESIGNATION -  CLIFFORD
 FX0289  PID         -  FX0289
 FX0289  STATE/COUNTY-  VA/C OF NORFOLK
 FX0289  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0289
 FX0289                         *CURRENT SURVEY CONTROL
 FX0289  ___________________________________________________________________
 FX0289* NAD 83(1993)-  36 49 50.82907(N)    076 17 59.86201(W)     ADJUSTED  
 FX0289* NAVD 88     -         1.288  (meters)       4.23   (feet)  POSTED    
 FX0289  ___________________________________________________________________
 FX0289  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 FX0289  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX0289  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 FX0289  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0289
 FX0289  HORZ ORDER  -  SECOND
 FX0289  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0289
 FX0289.The horizontal coordinates were established by classical geodetic methods
 FX0289.and adjusted by the National Geodetic Survey in September 1995..
 FX0289
 FX0289.The orthometric height was determined by differential leveling
 FX0289.and adjusted by the National Geodetic Survey in 1992..
 FX0289.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0289.rate of 4.1 thru 8.0 mm/km.
 FX0289
 FX0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0289
 FX0289.The geoid height was determined by GEOID03.
 FX0289
 FX0289.The dynamic height is computed by dividing the NAVD 88
 FX0289.geopotential number by the normal gravity value computed on the
 FX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0289.degrees latitude (g = 980.6199 gals.).
 FX0289
 FX0289.The modeled gravity was interpolated from observed gravity values.
 FX0289
 FX0289;                    North         East     Units Scale Factor Converg.
 FX0289;SPC VA S     - 1,057,491.306 3,696,242.258   MT  0.99998898   +1 20 06.9
 FX0289;SPC VA S     - 3,469,452.73 12,126,754.81   sFT  0.99998898   +1 20 06.9
 FX0289;UTM  18      - 4,076,889.569   384,075.893   MT  0.99976555   -0 46 45.7
 FX0289
 FX0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0289!SPC VA S     -   1.00000561  x   0.99998898  =   0.99999459
 FX0289!UTM  18      -   1.00000561  x   0.99976555  =   0.99977116
 FX0289
 FX0289|---------------------------------------------------------------------|
 FX0289| PID    Reference Object                     Distance      Geod. Az  |
 FX0289|                                                           dddmmss.s |
 FX0289| FX0291 CLIFFORD RM 1                        22.394 METERS 10727     |
 FX0289| FX3422 PORTSMOUTH CHURCH 1                 375.670 METERS 18435     |
 FX0289| FX0290 CLIFFORD RM 2                        21.690 METERS 20754     |
 FX0289| FX0288 CLIFFORD AZ MK                                     2701959.5 |
 FX0289| FX2627 CLIFFORD 2 RESET                     41.152 METERS 32644     |
 FX0289| FX3339 CATHOLIC 1913                       APPROX. 0.6 KM 3275842.2 |
 FX0289| FX3423 PORTSMOUTH MONUMENTAL METH CH       APPROX. 0.6 KM 3374402.3 |
 FX0289| FX0293 CLIFFORD 2 RM 3                      38.003 METERS 35041     |
 FX0289|---------------------------------------------------------------------|
 FX0289
 FX0289                          SUPERSEDED SURVEY CONTROL
 FX0289
 FX0289  NAD 83(1986)-  36 49 50.83469(N)    076 17 59.89728(W) AD(       ) 2
 FX0289  NAD 27      -  36 49 50.29210(N)    076 18 01.11130(W) AD(       ) 2
 FX0289  NGVD 29 (??/??/92)    1.537  (m)            5.04   (f) ADJ UNCH    2 0
 FX0289
 FX0289.Superseded values are not recommended for survey control.
 FX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0289.See file dsdata.txt to determine how the superseded data were derived.
 FX0289
 FX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8407676890(NAD 83)
 FX0289_MARKER: DS = TRIANGULATION STATION DISK
 FX0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0289_STAMPING: CLIFFORD 1959
 FX0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0289+STABILITY: SURFACE MOTION
 FX0289
 FX0289  HISTORY     - Date     Condition        Report By
 FX0289  HISTORY     - 1958     MONUMENTED       CGS
 FX0289  HISTORY     - 1959     GOOD             CGS
 FX0289  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FX0289  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 FX0289
 FX0289                          STATION DESCRIPTION
 FX0289
 FX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX0289'STATION IS LCOATED IN PORTSMOUTH, ABOUT 100 YARDS EAST-SOUTHEAST
 FX0289'OF THE ENTRANCE OF THE ELIZABETH RIVER TUNNEL AND ON THE PROPERTY
 FX0289'OF THE ELIZABETH RIVER TUNNEL COMMISSION.
 FX0289'
 FX0289'STATION, STAMPED CLIFFORD 1956, SET FLUSH WITH SURFACE OF THE
 FX0289'GROUND.  IT IS 150 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 FX0289'TRACKS, 43 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING LOT
 FX0289'PAVEMENT, 62 FEET NORTHEAST OF THE NORTHEAST CORNER OF TIN
 FX0289'BUILDING, 50 FEET EAST OF POWER POLE 48 AND 21 FEET NORTHEAST
 FX0289'OF THE WEST ONE OF A ROW OF SMALL TREES.
 FX0289'
 FX0289'R.M. 1, STAMPED CLIFFORD NO 1 1958, SET FLUSH WITH THE SURFACE
 FX0289'OF THE GROUND.  IT IS 89 FEET SOUTH OF THE SOUTH EDGE OF PARKING
 FX0289'LOT PAVEMENT AND ABOUT THE SAME ELEVATION AS THE STATION.
 FX0289'
 FX0289'R.M. 2, STAMPED CLIFFORD NO 2 1958 SET FLUSH WITH THE SURFACE
 FX0289'OF THE GROUND.  IT IS 57 FEET SOUTHEAST OF POWER POLE 48A, 25
 FX0289'FEET EAST OF THE EAST SIDE OF THE TIN BUILDING AND ABOUT THE
 FX0289'SAME ELEVATION AS THE STATION.
 FX0289'
 FX0289'AZIMUTH MARK, STAMPED CLIFFORD 1958, CEMENTED IN A DRILL HOLE
 FX0289'IN THE SIDEWALK AT THE NORTHWEST CORNER OF WASHINGTON CLIFFORD.
 FX0289'IT IS 8 FEET SOUTHEAST OF A STOP LIGHT POLE AND ABOUT 8 INCHES
 FX0289'ABOVE THE ELEVATION OF WASHINGTON STREET AT THE WEST ENTRANCE
 FX0289'TO THE TUNNEL.
 FX0289'
 FX0289'STATION IS ABOUT 75 YARDS EAST OF THE EAST END OF CLIFFORD STREET
 FX0289'IN PORTSMOUTH.
 FX0289'
 FX0289'HEIGHT OF LIGHT ABOVE STATION MARK 25.01 METERS.
 FX0289
 FX0289                          STATION RECOVERY (1959)
 FX0289
 FX0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX0289'AT PORTSMOUTH.
 FX0289'AT PORTSMOUTH, 68 YARDS EAST OF THE INTERSECTION OF CLIFFORD
 FX0289'AND COURT STREETS, 75 FEET NORTHWEST OF THE NORTHWEST BANK OF
 FX0289'A LARGE DITCH, 129 FEET SOUTH OF SOUTH RETAINING WALL OF
 FX0289'SUNKEN STREET TO TUNNEL ENTRANCE, ABOUT 85 YARDS SOUTHWEST
 FX0289'OF THE WEST END OF THE TUNNEL, 293 FEET SOUTHWEST OF THE
 FX0289'SOUTHWEST CORNER OF TWO-STORY BRICK BUILDING (TUNNEL VENTILATOR
 FX0289'BUILDING), 73.5 FEET WEST-NORTHWEST OF R M 1, 71.1 FEET
 FX0289'NORTH-NORTHEAST OF R M 2, 43 FEET SOUTH OF THE SOUTH EDGE
 FX0289'OF PARKING LOT PAVEMENT, AND SET IN TOP OF A CONCRETE POST
 FX0289'FLUSH WITH THE GROUND.
 FX0289
 FX0289                          STATION RECOVERY (1973)
 FX0289
 FX0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FX0289'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FX0289'IN GOOD CONDITION.  A BRICK BUILDING HAS BEEN BUILT ON LINE AND
 FX0289'NEAR AZIMUTH MARK SO MARK WAS NO LONGER VISIBLE FROM STATION.
 FX0289'A LONGER DISTANCE OF .004 METERS OR .02 FEET WAS FOUND IN THE
 FX0289'DISTANCE TO REFERENCE MARK NO. 1 AND A LONGER DISTANCE OF .011
 FX0289'METERS OR .04 FEET WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 FX0289'NO.  2.  THE ANGLE BETWEEN THE MARKS WAS CHECKED AND FOUND TO BE
 FX0289'CORRECT.  THE STATE HIGHWAY DEPARTMENT REPORTED THAT ALL
 FX0289'MARKS WERE IN THE CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS
 FX0289'SO A NEW STATION, CLIFFORD 2 AND TWO NEW REFERENCE MARKS WERE
 FX0289'ESTABLISHED.  REFERENCE MARK NO. 1 WAS DESTROYED AT THIS TIME AND
 FX0289'THE OTHER MARKS WILL BE DESTROYED BY THE CONSTRUCTION.
 FX0289'
 FX0289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORTSMOUTH
 FX0289
 FX0289                          STATION RECOVERY (1999)
 FX0289
 FX0289'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2627 ***********************************************************************
 FX2627  DESIGNATION -  CLIFFORD 2 RESET
 FX2627  PID         -  FX2627
 FX2627  STATE/COUNTY-  VA/C OF NORFOLK
 FX2627  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX2627
 FX2627                         *CURRENT SURVEY CONTROL
 FX2627  ___________________________________________________________________
 FX2627* NAD 83(1993)-  36 49 51.94526(N)    076 18 00.77300(W)     ADJUSTED  
 FX2627* NAVD 88     -                                                        
 FX2627  ___________________________________________________________________
 FX2627  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 FX2627  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX2627
 FX2627  HORZ ORDER  -  THIRD
 FX2627
 FX2627.The horizontal coordinates were established by classical geodetic methods
 FX2627.and adjusted by the National Geodetic Survey in September 1995..
 FX2627.No horizontal observational check was made to the station.
 FX2627
 FX2627
 FX2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2627
 FX2627.The geoid height was determined by GEOID03.
 FX2627
 FX2627;                    North         East     Units Scale Factor Converg.
 FX2627;SPC VA S     - 1,057,525.178 3,696,218.889   MT  0.99998893   +1 20 06.4
 FX2627;SPC VA S     - 3,469,563.85 12,126,678.14   sFT  0.99998893   +1 20 06.4
 FX2627;UTM  18      - 4,076,924.273   384,053.794   MT  0.99976562   -0 46 46.2
 FX2627
 FX2627|---------------------------------------------------------------------|
 FX2627| PID    Reference Object                     Distance      Geod. Az  |
 FX2627|                                                           dddmmss.s |
 FX2627| FX0293 CLIFFORD 2 RM 3                      16.709 METERS 07921     |
 FX2627| FX0289 CLIFFORD                             41.152 METERS 14644     |
 FX2627| FX3422 PORTSMOUTH CHURCH 1                 408.948 METERS 1810207.3 |
 FX2627| FX0177 E 308                                              26958     |
 FX2627| FX3423 PORTSMOUTH MONUMENTAL METH CH       APPROX. 0.6 KM 3383112.4 |
 FX2627|---------------------------------------------------------------------|
 FX2627
 FX2627                          SUPERSEDED SURVEY CONTROL
 FX2627
 FX2627  NAD 83(1986)-  36 49 51.95088(N)    076 18 00.80830(W) AD(       ) 3
 FX2627
 FX2627.Superseded values are not recommended for survey control.
 FX2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2627.See file dsdata.txt to determine how the superseded data were derived.
 FX2627
 FX2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8405476924(NAD 83)
 FX2627_MARKER: DS = TRIANGULATION STATION DISK
 FX2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2627_STAMPING: CLIFFORD 2 1973 1981
 FX2627_PROJECTION: RECESSED 3 CENTIMETERS
 FX2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2627+STABILITY: SURFACE MOTION
 FX2627
 FX2627  HISTORY     - Date     Condition        Report By
 FX2627  HISTORY     - 1981     MONUMENTED       NGS
 FX2627  HISTORY     - 1981     GOOD             NGS
 FX2627  HISTORY     - 1982     GOOD             NGS
 FX2627  HISTORY     - 19991016 GOOD             USPSQD
 FX2627
 FX2627                          STATION DESCRIPTION
 FX2627
 FX2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FX2627'IN PORTSMOUTH.
 FX2627'AT THE WEST PORTAL OF THE ELIZABETH RIVER TUNNEL IN A GRASSY AREA
 FX2627'IN THE NORTHEAST ANGLE OF CRAWFORD STREET SOUTH AND COURT STREET IN
 FX2627'PORTSMOUTH ON STATE OWNED PROPERTY, 5.9 FEET SOUTH OF THE SOUTH
 FX2627'WALL OF PORTAL, 80.7 FEET EAST OF THE WEST END OF PORTAL WALL,
 FX2627'102.4 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF CRAWFORD
 FX2627'STREET, AND 112.7 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 FX2627'LANE OF COURT STREET.
 FX2627'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
 FX2627
 FX2627                          STATION RECOVERY (1981)
 FX2627
 FX2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FX2627'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 FX2627'SURFACE MARK WAS NOT FOUND.  BENCH MARK E 308 1952 WAS RECOVERED
 FX2627'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND IS BELIEVED
 FX2627'TO BE DESTROYED.  A NEW STATION SURFACE MARK AND REFERENCE MARK 4
 FX2627'WERE ESTABLISHED.  THE DISTANCE TO THE BENCH MARK WAS FOUND TO BE
 FX2627'LONGER 0.011 METER AND THE DIRECTION 31 SECONDS SMALLER.
 FX2627'
 FX2627'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FX2627'
 FX2627'THE STATION IS LOCATED AT THE WEST PORTAL OF THE ELIZABETH RIVER
 FX2627'TUNNEL IN A GRASSY AREA, IN THE NORTHEAST ANGLE OF CRAWFORD STREET
 FX2627'SOUTH AND COURT STREET IN PORTSMOUTH ON STATE OWNED PROPERTY.
 FX2627'
 FX2627'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED---CLIFFORD 2
 FX2627'1973 1981---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12-INCHES
 FX2627'IN DIAMETER AND RECESSED 1-INCH BELOW GROUND SURFACE.  THE SUB-SURFACE
 FX2627'MARK IS A STANDARD DISK STAMPED---CLIFFORD 1973---SET IN THE TOP
 FX2627'OF A IRREGULAR MASS OF CONCRETE 3.6 FEET BELOW THE GROUND
 FX2627'SURFACE.  THEY ARE 1.3 FEET SOUTH OF A METAL WITNESS POST, 5.9 FEET
 FX2627'SOUTH OF THE SOUTH WALL OF THE TUNNEL PORTAL, 80.7 FEET EAST OF THE
 FX2627'WEST END OF THE PORTAL, 102.4 FEET NORTH OF THE CENTERLINE OF THE
 FX2627'WEST-BOUND LANE OF CRAWFORD STREET SOUTH AND 112.7 FEET EAST OF THE
 FX2627'CENTERLINE OF THE NORTH-BOUND LANE OF COURT STREET.
 FX2627'
 FX2627'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CLIFFORD 2 1973
 FX2627'1981---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST FLUSH WITH
 FX2627'THE GROUND.  IT IS 3.3 FEET SOUTH OF THE SOUTHWALL OF THE TUNNEL
 FX2627'PORTAL, 128.2 FEET EAST OF THE WEST END OF THE PORTAL WALL, 107.5
 FX2627'NORTH OF THE CENTERLINE OF THE WEST-BOUND LANE OF CRAWFORD STREET
 FX2627'SOUTH, 160 FEET EAST OF THE NORTH-BOUND LANE OF COURT STREET AND
 FX2627'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 FX2627'
 FX2627'BENCH MARK IS A STANDARD DISK STAMPED---E 308 1952---CEMENTED IN
 FX2627'A DRILL HOLE IN THE TOP OF THE WEST END OF THE SOUTH WALL OF THE
 FX2627'TUNNEL PORTAL, 0.35 FEET NORTH OF THE SOUTH EDGE OF THE WALL, 0.4
 FX2627'FEET EAST OF THE WEST END OF THE WALL AND 31.5 EAST OF THE CENTERLINE
 FX2627'OF THE NORTHBOUND LANE OF COURT STREET AND ABOUT 3 FEET HIGHER THAN
 FX2627'THE STATION MARK.
 FX2627
 FX2627                          STATION RECOVERY (1982)
 FX2627
 FX2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MAT)
 FX2627'STATION WAS RECOVERED AS DESCRIBED.  FOLLOWING SHOULD BE ADDED TO
 FX2627'DESCRIPTION--STATION IS ADJACENT TO OLD TUNNEL NOT NEW PORTION.
 FX2627
 FX2627                          STATION RECOVERY (1999)
 FX2627
 FX2627'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0288 ***********************************************************************
 FX0288  DESIGNATION -  CLIFFORD AZ MK
 FX0288  PID         -  FX0288
 FX0288  STATE/COUNTY-  VA/C OF NORFOLK
 FX0288  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0288
 FX0288                         *CURRENT SURVEY CONTROL
 FX0288  ___________________________________________________________________
 FX0288* NAD 83(1986)-  36 49 51.     (N)    076 18 14.     (W)     SCALED    
 FX0288* NAVD 88     -         2.005  (meters)       6.58   (feet)  POSTED    
 FX0288  ___________________________________________________________________
 FX0288  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0288  DYNAMIC HT  -           2.000 (meters)       6.56  (feet)  COMP
 FX0288  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 FX0288
 FX0288  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0288
 FX0288.The horizontal coordinates were scaled from a topographic map and have
 FX0288.an estimated accuracy of +/- 6 seconds.
 FX0288
 FX0288.The orthometric height was determined by differential leveling
 FX0288.and adjusted by the National Geodetic Survey in 1992..
 FX0288.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0288.rate of 2.1 thru 3.0 mm/km.
 FX0288
 FX0288.The geoid height was determined by GEOID03.
 FX0288
 FX0288.The dynamic height is computed by dividing the NAVD 88
 FX0288.geopotential number by the normal gravity value computed on the
 FX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0288.degrees latitude (g = 980.6199 gals.).
 FX0288
 FX0288.The modeled gravity was interpolated from observed gravity values.
 FX0288
 FX0288;                    North         East    Units  Estimated Accuracy
 FX0288;SPC VA S     - 1,057,490.    3,695,890.      MT  (+/- 180 meters Scaled)
 FX0288
 FX0288                          SUPERSEDED SURVEY CONTROL
 FX0288
 FX0288  NGVD 29 (??/??/92)    2.253  (m)            7.39   (f) ADJ UNCH    2 0
 FX0288
 FX0288.Superseded values are not recommended for survey control.
 FX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0288.See file dsdata.txt to determine how the superseded data were derived.
 FX0288
 FX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837769(NAD 83)
 FX0288_MARKER: DZ = AZIMUTH MARK DISK
 FX0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0288_SP_SET: SIDEWALK
 FX0288_STAMPING: CLIFFORD 1959
 FX0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0288
 FX0288  HISTORY     - Date     Condition        Report By
 FX0288  HISTORY     - 1959     MONUMENTED       CGS
 FX0288
 FX0288                          STATION DESCRIPTION
 FX0288
 FX0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0288'AT PORTSMOUTH.
 FX0288'AT PORTSMOUTH, AT THE INTERSECTION OF CLIFFORD AND WASHINGTON
 FX0288'STREETS, 3 1/2 FEET NORTH OF RECESSED CURB OF CLIFFORD
 FX0288'STREET, 9 1/2 FEET EAST OF THE EAST CURB OF WASHINGTON
 FX0288'STREET, AND SET IN TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0291 ***********************************************************************
 FX0291  DESIGNATION -  CLIFFORD RM 1
 FX0291  PID         -  FX0291
 FX0291  STATE/COUNTY-  VA/C OF NORFOLK
 FX0291  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0291
 FX0291                         *CURRENT SURVEY CONTROL
 FX0291  ___________________________________________________________________
 FX0291* NAD 83(1986)-  36 49 51.     (N)    076 18 00.     (W)     SCALED    
 FX0291* NAVD 88     -         1.101  (meters)       3.61   (feet)  POSTED    
 FX0291  ___________________________________________________________________
 FX0291  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX0291  DYNAMIC HT  -           1.100 (meters)       3.61  (feet)  COMP
 FX0291  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0291
 FX0291  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0291
 FX0291.The horizontal coordinates were scaled from a topographic map and have
 FX0291.an estimated accuracy of +/- 6 seconds.
 FX0291
 FX0291.The orthometric height was determined by differential leveling
 FX0291.and adjusted by the National Geodetic Survey in 1992..
 FX0291.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0291.rate of 4.1 thru 8.0 mm/km.
 FX0291
 FX0291.The geoid height was determined by GEOID03.
 FX0291
 FX0291.The dynamic height is computed by dividing the NAVD 88
 FX0291.geopotential number by the normal gravity value computed on the
 FX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0291.degrees latitude (g = 980.6199 gals.).
 FX0291
 FX0291.The modeled gravity was interpolated from observed gravity values.
 FX0291
 FX0291;                    North         East    Units  Estimated Accuracy
 FX0291;SPC VA S     - 1,057,500.    3,696,240.      MT  (+/- 180 meters Scaled)
 FX0291
 FX0291                          SUPERSEDED SURVEY CONTROL
 FX0291
 FX0291  NGVD 29 (??/??/92)    1.349  (m)            4.43   (f) ADJ UNCH    2 0
 FX0291
 FX0291.Superseded values are not recommended for survey control.
 FX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0291.See file dsdata.txt to determine how the superseded data were derived.
 FX0291
 FX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF840768(NAD 83)
 FX0291_MARKER: DR = REFERENCE MARK DISK
 FX0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0291_STAMPING: CLIFFORD NO 1 1959
 FX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0291+STABILITY: SURFACE MOTION
 FX0291
 FX0291  HISTORY     - Date     Condition        Report By
 FX0291  HISTORY     - 1959     MONUMENTED       CGS
 FX0291  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 FX0291
 FX0291                          STATION DESCRIPTION
 FX0291
 FX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0291'AT PORTSMOUTH.
 FX0291'73.5 FEET EAST-SOUTHEAST OF CLIFFORD DESCRIBED, 111.1 FEET
 FX0291'EAST-NORTHEAST OF R M 2, 245 FEET SOUTHWEST OF THE SOUTHWEST
 FX0291'CORNER OF TWO-STORY BRICK TUNNEL BUILDING, 32 FEET NORTHWEST
 FX0291'OF THE NORTHWEST BANK OF A LARGE DITCH, AND SET IN TOP OF
 FX0291'A CONCRETE POST FLUSH WITH THE GROUND.
 FX0291
 FX0291                          STATION RECOVERY (1999)
 FX0291
 FX0291'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0290 ***********************************************************************
 FX0290  DESIGNATION -  CLIFFORD RM 2
 FX0290  PID         -  FX0290
 FX0290  STATE/COUNTY-  VA/C OF NORFOLK
 FX0290  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0290
 FX0290                         *CURRENT SURVEY CONTROL
 FX0290  ___________________________________________________________________
 FX0290* NAD 83(1986)-  36 49 51.     (N)    076 18 00.     (W)     SCALED    
 FX0290* NAVD 88     -         1.076  (meters)       3.53   (feet)  POSTED    
 FX0290  ___________________________________________________________________
 FX0290  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX0290  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 FX0290  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0290
 FX0290  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FX0290
 FX0290.The horizontal coordinates were scaled from a topographic map and have
 FX0290.an estimated accuracy of +/- 6 seconds.
 FX0290
 FX0290.The orthometric height was determined by differential leveling
 FX0290.and adjusted by the National Geodetic Survey in 1992..
 FX0290.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FX0290.rate greater than 8.0 mm/km.
 FX0290
 FX0290.The geoid height was determined by GEOID03.
 FX0290
 FX0290.The dynamic height is computed by dividing the NAVD 88
 FX0290.geopotential number by the normal gravity value computed on the
 FX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0290.degrees latitude (g = 980.6199 gals.).
 FX0290
 FX0290.The modeled gravity was interpolated from observed gravity values.
 FX0290
 FX0290;                    North         East    Units  Estimated Accuracy
 FX0290;SPC VA S     - 1,057,500.    3,696,240.      MT  (+/- 180 meters Scaled)
 FX0290
 FX0290                          SUPERSEDED SURVEY CONTROL
 FX0290
 FX0290  NGVD 29 (??/??/92)    1.324  (m)            4.34   (f) ADJ UNCH    2 0
 FX0290
 FX0290.Superseded values are not recommended for survey control.
 FX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0290.See file dsdata.txt to determine how the superseded data were derived.
 FX0290
 FX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF840768(NAD 83)
 FX0290_MARKER: DR = REFERENCE MARK DISK
 FX0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0290_STAMPING: CLIFFORD NO 2 1959
 FX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0290+STABILITY: SURFACE MOTION
 FX0290
 FX0290  HISTORY     - Date     Condition        Report By
 FX0290  HISTORY     - 1959     MONUMENTED       CGS
 FX0290  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 FX0290
 FX0290                          STATION DESCRIPTION
 FX0290
 FX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0290'AT PORTSMOUTH.
 FX0290'71.1 FEET SOUTH-SOUTHWEST OF CLIFFORD DESCRIBED, 111.1 FEET
 FX0290'WEST-SOUTHWEST OF R M 1, 31 FEET NORTHWEST OF THE NORTHWEST
 FX0290'BANK OF A LARGE DITCH, 55 FEET SOUTHEAST OF THE NORTHEAST
 FX0290'CORNER OF AN OLD RUSTY STEEL SIDING BUILDING, 57 FEET
 FX0290'SOUTH-SOUTHEAST OF POWER LINE POLE 48 A, AND SET IN TOP OF
 FX0290'A CONCRETE POST FLUSH WITH THE GROUND.
 FX0290
 FX0290                          STATION RECOVERY (1999)
 FX0290
 FX0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5174 ***********************************************************************
 HV5174  DESIGNATION -  CLIFTON
 HV5174  PID         -  HV5174
 HV5174  STATE/COUNTY-  VA/FAIRFAX
 HV5174  USGS QUAD   -  FAIRFAX (1994)
 HV5174
 HV5174                         *CURRENT SURVEY CONTROL
 HV5174  ___________________________________________________________________
 HV5174* NAD 83(1993)-  38 46 14.13725(N)    077 22 26.15334(W)     ADJUSTED  
 HV5174* NAVD 88     -       115.9    (meters)     380.     (feet)  VERTCON   
 HV5174  ___________________________________________________________________
 HV5174  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HV5174  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV5174
 HV5174  HORZ ORDER  -  FIRST
 HV5174
 HV5174.The horizontal coordinates were established by classical geodetic methods
 HV5174.and adjusted by the National Geodetic Survey in November 1994..
 HV5174
 HV5174.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5174
 HV5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5174
 HV5174.The geoid height was determined by GEOID03.
 HV5174
 HV5174;                    North         East     Units Scale Factor Converg.
 HV5174;SPC VA N     - 2,123,135.249 3,597,854.318   MT  0.99995194   +0 42 10.1
 HV5174;SPC VA N     - 6,965,652.90 11,803,960.37   sFT  0.99995194   +0 42 10.1
 HV5174;UTM  18      - 4,293,995.941   293,762.109   MT  1.00012380   -1 29 13.5
 HV5174
 HV5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5174!SPC VA N     -   0.99998682  x   0.99995194  =   0.99993876
 HV5174!UTM  18      -   0.99998682  x   1.00012380  =   1.00011062
 HV5174
 HV5174|---------------------------------------------------------------------|
 HV5174| PID    Reference Object                     Distance      Geod. Az  |
 HV5174|                                                           dddmmss.s |
 HV5174| DC6137 CLIFTON RM 3                         95.262 METERS 01854     |
 HV5174| DC6135 CLIFTON RM 1                         20.491 METERS 02206     |
 HV5174| DC6136 CLIFTON RM 2                         17.279 METERS 13711     |
 HV5174| HV5213 COMPTON                             APPROX. 5.3 KM 3102701.4 |
 HV5174|---------------------------------------------------------------------|
 HV5174
 HV5174                          SUPERSEDED SURVEY CONTROL
 HV5174
 HV5174  NAD 83(1993)-  38 46 14.13602(N)    077 22 26.15968(W) AD(       ) 1
 HV5174  NAD 83(1986)-  38 46 14.13644(N)    077 22 26.16639(W) AD(       ) 1
 HV5174  NAD 27      -  38 46 13.72778(N)    077 22 27.21154(W) AD(       ) 1
 HV5174  NGVD 29 (07/19/86)  116.1    (m)          381.     (f) VERT ANG       
 HV5174
 HV5174.Superseded values are not recommended for survey control.
 HV5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5174.See file dsdata.txt to determine how the superseded data were derived.
 HV5174
 HV5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9376293996(NAD 83)
 HV5174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5174+STABILITY: SURFACE MOTION
 HV5174
 HV5174  HISTORY     - Date     Condition        Report By
 HV5174  HISTORY     - 1958     MONUMENTED       CGS
 HV5174  HISTORY     - 1969     GOOD             USA
 HV5174  HISTORY     - 1969     GOOD             CGS
 HV5174  HISTORY     - 1977     GOOD             VA-059
 HV5174
 HV5174                          STATION DESCRIPTION
 HV5174
 HV5174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5174'THE STATION IS APPROXIMATELY 1.0 MILE EAST OF THE VILLAGE
 HV5174'OF CLIFTON ON THE SUMMIT OF HIGH HILL IN THE YARD AND ON
 HV5174'THE PROPERTY OF MR. L.A. JACKOWSKI.
 HV5174'
 HV5174'TO REACH FROM THE POST OFFICE IN CLIFTON GO SOUTH ON MAIN STREET
 HV5174'FOR 0.1 MILE TO SCHOOL STREET, TURN LEFT ON SCHOOL STREET AND
 HV5174'GO EAST FOR 0.05 MILE TO PENTLETON AVENUE, TURN RIGHT AND GO
 HV5174'SOUTHERLY FOR 0.9 MILE TO A DIRT SIDE ROAD LEFT, TURN LEFT
 HV5174'AND GO NORTHEAST FOR 0.15 MILE TO THE JACKOWSKIS RESIDENCE
 HV5174'ON THE LEFT AND THE STATION ON THE LEFT NEAR TWO LARGE OAK
 HV5174'TREES.
 HV5174'
 HV5174'STATION MARKS ARE STANDARD DISKS STAMPED CLIFTON 1958.  THE
 HV5174'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV5174'SURFACE OF THE GROUND.  IT IS 57 FEET NORTHWEST OF A POWER LINE
 HV5174'POLE WITH TRANSFORMER, 97 FEET SOUTH OF THE SOUTHEAST CORNER
 HV5174'OF HOUSE AND 45 FEET SOUTH-SOUTHEAST OF THE WEST ONE OF TWO
 HV5174'LARGE OAK TREES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV5174'MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5174'
 HV5174'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLIFTON NO 1
 HV5174'1958, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV5174'OF THE GROUND.  IT IS 2 FEET NORTHEAST OF POWER LINE POLE WITH
 HV5174'TRANSFORMER, 13 FEET NORTHEAST OF CENTER OF TRACK ROAD AND 39
 HV5174'FEET NORTH-NORTHWEST OF THE SOUTHWEST FENCE CORNER.
 HV5174'
 HV5174'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLIFTON NO 2
 HV5174'1958, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV5174'OF THE GROUND.  IT IS 47 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 HV5174'CORNER OF HOUSE AND 36 FEET NORTHEAST OF THE EAST ONE OF TWO
 HV5174'LARGE OAK TREES.
 HV5174'
 HV5174'NOTE--NO AZIMUTH MARK WAS SET.
 HV5174'
 HV5174'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HV5174
 HV5174                          STATION RECOVERY (1969)
 HV5174
 HV5174'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5174'STATION MARK IS A STANDARD DISK STAMPED CLIFTON 1958 AND SET
 HV5174'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 HV5174'IT IS 57 FEET NW OF A POWER LINE POLE WITH TRANSFORMER, 97
 HV5174'FEET S OF THE SE CORNER OF HOUSE AND 45 FEET SSE OF THE W
 HV5174'ONE OF TWO LARGE OAK TREES.
 HV5174'
 HV5174'R.M. 1 IS 2 FEET NE OF A POWER LINE POLE AND 13 FEET NE OF
 HV5174'CENTER OF TRACK ROAD, STAMPED CLIFTON NO 1 1958.
 HV5174'
 HV5174'R.M. 2 WAS NOT RECOVERED.
 HV5174'
 HV5174'TO REACH STATION FROM THE POST OFFICE IN CLIFTON, GO S ON
 HV5174'MAIN ST. FOR 0.1 MILE TO SCHOOL ST., TURN LEFT ON SCHOOL ST.
 HV5174'AND GO E FOR 0.05 MILE TO PENTLETON AVE., TURN RIGHT AND GO
 HV5174'SOUTHERLY 0.9 MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO NE
 HV5174'FOR 0.15 MILE TO AN OLD HOUSE ON THE LEFT AND STATION.
 HV5174
 HV5174                          STATION RECOVERY (1969)
 HV5174
 HV5174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5174'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV5174'CONDITION.  THE 1958 DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING
 HV5174'IS A COMPLETE NEW DESCRIPTION.
 HV5174'
 HV5174'THE STATION IS ABOUT 1 MILE EAST OF THE VILLAGE OF CLIFTON, 2 MILES
 HV5174'NORTH OF THE FAIRFAX COUNTY-PRINCE WILLIAM COUNTY LINE, ON THE
 HV5174'HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON PROPERTY OF L.D.
 HV5174'MORGAN.
 HV5174'
 HV5174'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CLIFTON, GO SOUTH
 HV5174'ON MAIN STREET FOR 0.1 MILE TO CROSS STREETS.  TURN LEFT AND GO
 HV5174'EAST ON SCHOOL STREET FOR 0.05 MILE TO CROSS STREETS.  TURN RIGHT
 HV5174'AND GO SOUTHEASTERLY ON STATE HIGHWAY 645 FOR 0.95 MILE TO A DIRT
 HV5174'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.15 MILE TO
 HV5174'THE TOP OF A SMALL RISE AND THE STATION ON THE LEFT.
 HV5174'
 HV5174'STATION MARK IS A STANDARD DISK, STAMPED CLIFTON 1958, SET IN THE
 HV5174'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 HV5174'GROUND.  IT IS 70.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 HV5174'57.0 FEET WEST OF POWER LINE POLE NUMBER 59-12-5, 43.0 FEET SOUTH
 HV5174'OF THE NORTHEAST ONE OF TWO LARGE OAK TREES AND 5.6 FEET EAST OF A
 HV5174'WITNESS POST.
 HV5174'
 HV5174'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFTON NO 1 1969, SET
 HV5174'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV5174'SURFACE OF THE GROUND.  IT IS 70.1 FEET NORTH OF THE WITNESS POST,
 HV5174'36.5 FEET NORTH OF THE NORTHEAST ONE OF TWO LARGE OAK TREES AND
 HV5174'ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV5174'
 HV5174'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFTON NO 2 1958, SET
 HV5174'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV5174'SURFACE OF THE GROUND.  IT IS 13.5 FEET WEST OF THE CENTERLINE OF
 HV5174'THE DIRT ROAD, 2.5 FEET NORTH OF POWER LINE POLE NUMBER 59-12-5 AND
 HV5174'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 HV5174'
 HV5174'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLIFTON 1958 NO 3 1969,
 HV5174'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5174'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.6 FEET EAST-SOUTHEAST
 HV5174'OF A WITNESS POST AND ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 HV5174'STATION.
 HV5174'
 HV5174'THE DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO
 HV5174'OBSTRUCTIONS.
 HV5174'
 HV5174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 HV5174'CLIFTON.
 HV5174
 HV5174                          STATION RECOVERY (1977)
 HV5174
 HV5174'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV5174'THE STATION AND RM 1 RM 2 RM-3 WERE ALL RECOVERED IN GOOD CONDITION.
 HV5174'A NEW DESCRIPTION FOLLOWS.
 HV5174'
 HV5174'THE STATION IS ABOUT 1 MILE EAST OF THE VILLAGE OF CLIFTON, 2 MILES
 HV5174'NORTH OF THE FAIRFAX COUNTY-PRINCE WILLIAM COUNTY LINE, ON THE
 HV5174'HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON THE PROPERTY OF L.D.
 HV5174'MORGAN.
 HV5174'
 HV5174'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CLIFTON, GO SOUTH
 HV5174'ON MAIN STREET FOR 0.1 MILE TO CROSS STREET. TURN LEFT AND GO EAST ON
 HV5174'SCHOOL STREET FOR 0.05 MILE TO CROSS STREETS. TURN RIGHT AND GO
 HV5174'SOUTHEASTERLY ON STATE HIGHWAY 645, CLIFTON ROAD, FOR 0.05 MILE TO
 HV5174'ARCHLAW DRIVE ON THE LEFT. TURN LEFT AND GO NORTHEAST FOR 0.15 MILE
 HV5174'TO THE INTERSECTION WITH QUINQUE LANE ON THE RIGHT AND THE STATION ON
 HV5174'THE LEFT.
 HV5174'
 HV5174'THE STATION MARK IS A STANDARD DISK, STAMPED---CLIFTON 1958---,SET
 HV5174'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 HV5174'ABOVE THE GROUND. IT IS 70.0 FEET WEST OF THE CENTERLINE OF ARCHLAW
 HV5174'LANE, 57.0 FEET WEST OF UTILITY POLE 59-12-5, 43.0 FEET SOUTH OF THE
 HV5174'NORTHWEAST ONE OF TWO LARGE OAK TREES AND 5.6 FEET EAST OF A WITNESS
 HV5174'POST.
 HV5174'
 HV5174'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CLIFTON NO 1 1969---,
 HV5174'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HV5174'THE SURFACE OF THE GROUND. IT IS 36.5 FEET NORTH OF THE NORTHEAST ONE
 HV5174'OF TWO LARGE OAK TREES AND ABOUT THE SAME ELEVATION AS THE STATION.
 HV5174'
 HV5174'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CLIFTON NO 2 1958---,
 HV5174'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HV5174'THE SURFACE OF THE GROUND. IT IS 11.5 FEET WEST OF THE CENTERLINE OF
 HV5174'ARCHLAW DRIVE, 2.5 FEET NORTH OF UTILITY POLE 59-12-5 AND ABOUT 1 FOOT
 HV5174'HIGHER IN ELEVATION THAN THE STATION.
 HV5174'
 HV5174'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CLIFTON 1958 NO3
 HV5174'1969---, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HV5174'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND. IT IS ABOUT 10 FEET
 HV5174'LOWER IN ELEVATION THAN THE STATION.  NO AZIMUTH MARK WAS SET.
 HV5174'
 HV5174'THE DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4806 ***********************************************************************
 GV4806  DESIGNATION -  CLIFTON
 GV4806  PID         -  GV4806
 GV4806  STATE/COUNTY-  VA/KING AND QUEEN
 GV4806  USGS QUAD   -  WEST POINT (1986)
 GV4806
 GV4806                         *CURRENT SURVEY CONTROL
 GV4806  ___________________________________________________________________
 GV4806* NAD 83(1993)-  37 36 25.81611(N)    076 49 18.04442(W)     ADJUSTED  
 GV4806* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV4806  ___________________________________________________________________
 GV4806  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GV4806  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 GV4806
 GV4806  HORZ ORDER  -  THIRD
 GV4806
 GV4806.The horizontal coordinates were established by classical geodetic methods
 GV4806.and adjusted by the National Geodetic Survey in November 1994..
 GV4806
 GV4806.The orthometric height was scaled from a topographic map.
 GV4806
 GV4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4806
 GV4806.The geoid height was determined by GEOID03.
 GV4806
 GV4806;                    North         East     Units Scale Factor Converg.
 GV4806;SPC VA S     - 1,142,682.579 3,648,179.310   MT  0.99995412   +1 01 07.0
 GV4806;SPC VA S     - 3,748,951.09 11,969,068.29   sFT  0.99995412   +1 01 07.0
 GV4806;UTM  18      - 4,163,791.493   339,205.088   MT  0.99991847   -1 06 42.9
 GV4806
 GV4806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4806!SPC VA S     -   1.00000468  x   0.99995412  =   0.99995880
 GV4806!UTM  18      -   1.00000468  x   0.99991847  =   0.99992315
 GV4806
 GV4806|---------------------------------------------------------------------|
 GV4806| PID    Reference Object                     Distance      Geod. Az  |
 GV4806|                                                           dddmmss.s |
 GV4806| DC9114 CLIFTON RM 1                         47.067 METERS 02134     |
 GV4806| DC9115 CLIFTON RM 2                         55.433 METERS 04602     |
 GV4806| GV4828 HILL                                APPROX. 2.1 KM 1381518.5 |
 GV4806| GV4802 CHIMNEY AT STA PLEASANT GAD         APPROX. 2.3 KM 1623244.6 |
 GV4806| GV4842 LARGE HSE CEN CHY NR PLEASANT       APPROX. 1.8 KM 1900442.1 |
 GV4806| GV4786 BARN CUPOLA CUP                     APPROX. 1.6 KM 1994440.8 |
 GV4806| GV4841 LARGE HOUSE RIVER CHIM NR ROY       APPROX. 1.1 KM 2062749.7 |
 GV4806|---------------------------------------------------------------------|
 GV4806
 GV4806                          SUPERSEDED SURVEY CONTROL
 GV4806
 GV4806  NAD 83(1986)-  37 36 25.81770(N)    076 49 18.06044(W) AD(       ) 3
 GV4806  NAD 27      -  37 36 25.29800(N)    076 49 19.20000(W) AD(       ) 3
 GV4806
 GV4806.Superseded values are not recommended for survey control.
 GV4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4806.See file dsdata.txt to determine how the superseded data were derived.
 GV4806
 GV4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3920563791(NAD 83)
 GV4806_MARKER: Z = SEE DESCRIPTION
 GV4806_SETTING: 0 = UNSPECIFIED SETTING
 GV4806
 GV4806  HISTORY     - Date     Condition        Report By
 GV4806  HISTORY     - 1912     MONUMENTED       CGS
 GV4806  HISTORY     - 1934     GOOD             CGS
 GV4806  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4806  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4806  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4806
 GV4806                          STATION DESCRIPTION
 GV4806
 GV4806'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4806'STATION CLIFTON IS ON THE LEFT BANK (GOING DOWN) OF THE
 GV4806'MATTAPONI RIVER, 1/4 MILE ABOVE CLIFTON WHARF, AND ABOUT 180
 GV4806'METERS ABOVE THE MOUTH OF CREEK RUNNING BEHIND MARSH, ON
 GV4806'THE LOWER PART OF LARGE MARSH OVERGROWN WITH TALL WILD GRASS
 GV4806'DIRECTLY IN FRONT OF THE WESTERN QUARTER OF A SMALL CIRCLE
 GV4806'OF PINES GROWING JUST BEYOND THE CREEK WHICH RUNS BETWEEN
 GV4806'THE PINES AND THIS STATION, 6 METERS BACK FROM HIGH-WATER
 GV4806'(RIVER) LINE AND 12 METERS BACK FROM LOWER OUTER GRASS LINE,
 GV4806'ON PRETTY HARD MARSH GROUND AND ONE FOOT ABOVE ORDINARY HIGH
 GV4806'WATER.  STATION IS MARKED BY AN IRON PIPE.
 GV4806'
 GV4806'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT IN LARGE PINE
 GV4806'30 INCHES IN DIAMETER, 12 INCHES ABOVE GROUND, DISTANT 47.067
 GV4806'METERS ON A LINE 243 DEG 18 MIN 41.5 SEC TO RIGHT OF TRIANGULATION
 GV4806'HILL.
 GV4806'
 GV4806'REFERENCE MARK NO. 2 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4806'IN PINE GROVE ACROSS CREEK, DISTANT 55.433 METERS ON LINE
 GV4806'267 DEG 46 MIN 15.5 SEC TO RIGHT OF TRIANGULATION HILL.
 GV4806
 GV4806                          STATION RECOVERY (1934)
 GV4806
 GV4806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4806'STATION RECOVERED AS DESCRIBED, STATION AND MARKS IN GOOD
 GV4806'CONDITION.
 GV4806'
 GV4806'REFERENCE MARK NO. 1 IS A NAIL DRIVEN IN A LARGE PINE TREE
 GV4806'LOCATED IN THE UPSTREAM EDGE OF THE SMALL CLUMP OF PINES AND
 GV4806'47.15 METERS N OF THE STATION.
 GV4806'
 GV4806'REFERENCE MARK NO. 2 IS LOCATED 55.44 METERS N OF THE STATION
 GV4806'9 PACES N OF THE HIGH-WATER MARK, 15 PACES SW OF A 36-INCH
 GV4806'PINE TREE.  MARK IS A SQUARE CONCRETE BLOCK WITH A NAIL SET
 GV4806'IN THE CENTER.
 GV4806'
 GV4806'STATION IS NOT STAMPED.  STATION CONNECTED TO CLIFTON 2 BY
 GV4806'TRAVERSE.
 GV4806'
 GV4806'TO REACH FROM WEST POINT, GO E ON HIGHWAY 30 TO THE JUNCTION
 GV4806'WITH HIGHWAY 14 TURN RIGHT ON HIGHWAY 14, GO 7 MILES TO
 GV4806'LITTLE PLYMOUTH POST OFFICE, TURN LEFT, GO 2.2 MILES TO
 GV4806'RIVER AT CLIFTON LANDING.  LEAVE TRUCK HERE AND TAKE A BOAT
 GV4806'UPSTREAM TO THE FIRST CREEK LEADING TO THE RIGHT, THE STATION
 GV4806'IS LOCATED ABOUT 200 YARDS UPSTREAM FROM THIS POINT AND
 GV4806'DIRECTLY OPPOSITE A BUNCH OF PINE ACROSS THE CREEK FROM THE
 GV4806'STATION, 12 METERS BACK FROM HIGH-WATER MARK AND 8 METERS
 GV4806'BACK FROM THE GRASS LINE IN A CLUMP OF SMALL BRUSH.  MARK
 GV4806'IS A 4-INCH IRON PIPE AND PROJECTS 12 INCHES ABOVE THE
 GV4806'GROUND.
 GV4806
 GV4806                          STATION RECOVERY (1995)
 GV4806
 GV4806'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4806'MARK NOT FOUND.
 GV4806
 GV4806                          STATION RECOVERY (2000)
 GV4806
 GV4806'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4806'MARK NOT FOUND.
 GV4806
 GV4806                          STATION RECOVERY (2004)
 GV4806
 GV4806'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2282 ***********************************************************************
 GW2282  DESIGNATION -  CLIFTON 2
 GW2282  PID         -  GW2282
 GW2282  STATE/COUNTY-  VA/C OF CLIFTON FORGE
 GW2282  USGS QUAD   -  CLIFTON FORGE (1986)
 GW2282
 GW2282                         *CURRENT SURVEY CONTROL
 GW2282  ___________________________________________________________________
 GW2282* NAD 83(1993)-  37 50 01.62733(N)    079 49 16.02606(W)     ADJUSTED  
 GW2282* NAVD 88     -       459.1    (meters)    1506.     (feet)  VERTCON   
 GW2282  ___________________________________________________________________
 GW2282  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 GW2282  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2282
 GW2282  HORZ ORDER  -  SECOND
 GW2282
 GW2282.The horizontal coordinates were established by classical geodetic methods
 GW2282.and adjusted by the National Geodetic Survey in November 1994..
 GW2282
 GW2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2282
 GW2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2282
 GW2282.The geoid height was determined by GEOID03.
 GW2282
 GW2282;                    North         East     Units Scale Factor Converg.
 GW2282;SPC VA S     - 1,167,330.401 3,383,707.814   MT  0.99997845   -0 48 06.6
 GW2282;SPC VA S     - 3,829,816.49 11,101,381.39   sFT  0.99997845   -0 48 06.6
 GW2282;UTM  17      - 4,188,028.079   603,737.664   MT  0.99973255   +0 43 23.4
 GW2282
 GW2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2282!SPC VA S     -   0.99993300  x   0.99997845  =   0.99991145
 GW2282!UTM  17      -   0.99993300  x   0.99973255  =   0.99966557
 GW2282
 GW2282:                Primary Azimuth Mark                     Grid Az
 GW2282:SPC VA S     -  JEFF                                     182 17 40.8
 GW2282:UTM  17      -  JEFF                                     180 46 10.8
 GW2282
 GW2282|---------------------------------------------------------------------|
 GW2282| PID    Reference Object                     Distance      Geod. Az  |
 GW2282|                                                           dddmmss.s |
 GW2282| GW2284 JEFF                                APPROX. 4.1 KM 1812934.2 |
 GW2282| GW2283 FORGE                               APPROX. 2.5 KM 1905419.7 |
 GW2282| GW2281 CLIFTON 1957                        149.744 METERS 29928     |
 GW2282| DC4001 CLIFTON 2 RM 1                        7.656 METERS 34146     |
 GW2282|---------------------------------------------------------------------|
 GW2282
 GW2282                          SUPERSEDED SURVEY CONTROL
 GW2282
 GW2282  NAD 83(1986)-  37 50 01.62684(N)    079 49 16.04213(W) AD(       ) 2
 GW2282  NAD 27      -  37 50 01.16650(N)    079 49 16.85576(W) AD(       ) 2
 GW2282  NGVD 29 (07/19/86)  459.3    (m)         1507.     (f) VERT ANG       
 GW2282
 GW2282.Superseded values are not recommended for survey control.
 GW2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2282.See file dsdata.txt to determine how the superseded data were derived.
 GW2282
 GW2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0373888028(NAD 83)
 GW2282_MARKER: DS = TRIANGULATION STATION DISK
 GW2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2282
 GW2282  HISTORY     - Date     Condition        Report By
 GW2282  HISTORY     - 1962     MONUMENTED       CGS
 GW2282  HISTORY     - 1964     GOOD             CGS
 GW2282
 GW2282                          STATION DESCRIPTION
 GW2282
 GW2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GW2282'STATION IS LOCATED ABOUT 1 MILE NORTH OF CLIFTON FORGE ON PROPERTY
 GW2282'OF MR. THOMAS E. WEADE.  STATION IS 17 FEET NORTHWEST OF THE
 GW2282'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 7 FEET WEST
 GW2282'OF THE BUILDING.  THE MARK IS A STANDARD DISK SET IN A CONCRETE
 GW2282'BLOCK ABOUT 1 FOOT IN DIAMETER, ABOUT 1 INCH BELOW THE SURFACE
 GW2282'AND THE DISK IS STAMPED CLIFTON 2 1962.  DUE TO THE SLOPE AND
 GW2282'AN ORCHARD A TRAVERSE CONNECTION WAS NOT MADE BETWEEN CLIFTON
 GW2282'1957 AND CLIFTON 2.  THE DISTANCE WAS MEASURED WITH A 300 FOOT
 GW2282'TAPE AND FOUND TO BE 492.5 FEET.
 GW2282'
 GW2282'TO REACH STATION FROM THE CITY HALL IN CLIFTON FORGE GO NORTH
 GW2282'ON JEFFERSON AVENUE FOR 1.0 MILE TO THE END OF STREET AT THE
 GW2282'TOP OF HILL.  TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO THE HOME
 GW2282'OF MR. WEADE AND STATION ON THE LEFT AS DESCRIBED.
 GW2282'
 GW2282'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GW2282
 GW2282                          STATION RECOVERY (1964)
 GW2282
 GW2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2282'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND REFERENCE
 GW2282'MARK NO. 1 WAS ESTABLISHED AT THIS TIME.  THE 1962 DESCRIPTION
 GW2282'IS ADEQUATE, EXCEPT, JEFFERSON AVENUE NOW CONTINUES TO MR. WEADS
 GW2282'HOUSE.
 GW2282'
 GW2282'REFERENCE MARK NO. 1 IS 11.6 FEET NORTHWEST OF THE REAR DOOR
 GW2282'OF THE BLOCK BUILDING AND 7 FEET WEST OF THE NORTHWEST CORNER OF
 GW2282'THE BUILDING.  IT IS A STANDARD DISK STAMPED CLIFTON 2 NO 1 1962
 GW2282'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GW2282'NOTE 11A
 GW2282'
 GW2282'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2280 ***********************************************************************
 GW2280  DESIGNATION -  CLIFTON FORGE RAD WCFV MAST
 GW2280  PID         -  GW2280
 GW2280  STATE/COUNTY-  VA/C OF CLIFTON FORGE
 GW2280  USGS QUAD   -  CLIFTON FORGE (1986)
 GW2280
 GW2280                         *CURRENT SURVEY CONTROL
 GW2280  ___________________________________________________________________
 GW2280* NAD 83(1993)-  37 49 18.55620(N)    079 48 48.46642(W)     ADJUSTED  
 GW2280* NAVD 88     -                                                        
 GW2280  ___________________________________________________________________
 GW2280  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 GW2280  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2280
 GW2280  HORZ ORDER  -  THIRD
 GW2280
 GW2280.The horizontal coordinates were established by classical geodetic methods
 GW2280.and adjusted by the National Geodetic Survey in November 1994..
 GW2280
 GW2280
 GW2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2280
 GW2280.The geoid height was determined by GEOID03.
 GW2280
 GW2280;                    North         East     Units Scale Factor Converg.
 GW2280;SPC VA S     - 1,165,993.210 3,384,363.171   MT  0.99997677   -0 47 49.8
 GW2280;SPC VA S     - 3,825,429.39 11,103,531.50   sFT  0.99997677   -0 47 49.8
 GW2280;UTM  17      - 4,186,709.124   604,428.205   MT  0.99973432   +0 43 39.6
 GW2280
 GW2280                          SUPERSEDED SURVEY CONTROL
 GW2280
 GW2280  NAD 83(1986)-  37 49 18.55526(N)    079 48 48.48269(W) AD(       ) 4
 GW2280  NAD 27      -  37 49 18.09500(N)    079 48 49.29900(W) AD(       ) 3
 GW2280
 GW2280.Superseded values are not recommended for survey control.
 GW2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2280.See file dsdata.txt to determine how the superseded data were derived.
 GW2280
 GW2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0442886709(NAD 83)
 GW2280_MARKER: 42 = RADIO/TV MAST
 GW2280
 GW2280  HISTORY     - Date     Condition        Report By
 GW2280  HISTORY     - 1957     FIRST OBSERVED   CGS
 GW2280
 GW2280                          STATION DESCRIPTION
 GW2280
 GW2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2280'THE STATION IS THE CENTER OF THE TOP OF THE STEEL MAST PAINTED
 GW2280'RED AND WHITE IN ALTERNATING SECTIONS.  LOCATED ABOUT ONE
 GW2280'MILE NORTHWEST OF THE BUSINESS DISTRICT OF CLIFTON FORGE
 GW2280'AND MANAGED BY MR. EARL W. KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3336 ***********************************************************************
 GA3336  DESIGNATION -  CLINCH RESET
 GA3336  PID         -  GA3336
 GA3336  STATE/COUNTY-  VA/WASHINGTON
 GA3336  USGS QUAD   -  BRUMLEY (1988)
 GA3336
 GA3336                         *CURRENT SURVEY CONTROL
 GA3336  ___________________________________________________________________
 GA3336* NAD 83(1993)-  36 49 44.66637(N)    082 04 46.02712(W)     ADJUSTED  
 GA3336* NAVD 88     -      1282.49   (+/-2cm)    4207.6    (feet)  VERTCON   
 GA3336  ___________________________________________________________________
 GA3336  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 GA3336  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3336
 GA3336  HORZ ORDER  -  FIRST
 GA3336  VERT ORDER  -  THIRD ? (See Below)
 GA3336
 GA3336.The horizontal coordinates were established by classical geodetic methods
 GA3336.and adjusted by the National Geodetic Survey in December 1995..
 GA3336
 GA3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3336.The vertical order pertains to the NGVD 29 superseded value.
 GA3336
 GA3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3336
 GA3336.The geoid height was determined by GEOID03.
 GA3336
 GA3336;                    North         East     Units Scale Factor Converg.
 GA3336;SPC VA S     - 1,061,067.610 3,180,755.174   MT  0.99998926   -2 10 20.9
 GA3336;SPC VA S     - 3,481,185.98 10,435,527.60   sFT  0.99998926   -2 10 20.9
 GA3336;UTM  17      - 4,076,454.856   403,738.432   MT  0.99971416   -0 38 49.6
 GA3336
 GA3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3336!SPC VA S     -   0.99980359  x   0.99998926  =   0.99979286
 GA3336!UTM  17      -   0.99980359  x   0.99971416  =   0.99951781
 GA3336
 GA3336|---------------------------------------------------------------------|
 GA3336| PID    Reference Object                     Distance      Geod. Az  |
 GA3336|                                                           dddmmss.s |
 GA3336| DB9048 CLINCH RM 4                          22.833 METERS 00028     |
 GA3336| DB9047 CLINCH RM 3                          22.886 METERS 00052     |
 GA3336| FZ2178 HAYTER KNOB LOOKOUT TOWER           APPROX.10.1 KM 0622858.1 |
 GA3336| DB9046 CLINCH RM 1                          24.488 METERS 12202     |
 GA3336| DB9049 CLINCH RM 5                          24.392 METERS 12208     |
 GA3336| DB9045 CLINCH RM 2 AZIMUTH                                3342257.7 |
 GA3336|---------------------------------------------------------------------|
 GA3336
 GA3336                          SUPERSEDED SURVEY CONTROL
 GA3336
 GA3336  NAD 83(1993)-  36 49 44.65958(N)    082 04 46.03423(W) AD(       ) 1
 GA3336  NAD 83(1993)-  36 49 44.61927(N)    082 04 46.02873(W) AD(       ) 1
 GA3336  NAD 83(1986)-  36 49 44.68111(N)    082 04 46.02873(W) AD(       ) 1
 GA3336  NAD 27      -  36 49 44.29475(N)    082 04 46.55715(W) AD(       ) 1
 GA3336  NGVD 29 (07/19/86) 1282.58   (m)         4207.9    (f) LEVELING    3  
 GA3336
 GA3336.Superseded values are not recommended for survey control.
 GA3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3336.See file dsdata.txt to determine how the superseded data were derived.
 GA3336
 GA3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0373876455(NAD 83)
 GA3336_MARKER: DS = TRIANGULATION STATION DISK
 GA3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3336
 GA3336  HISTORY     - Date     Condition        Report By
 GA3336  HISTORY     - 1958     MONUMENTED       CGS
 GA3336  HISTORY     - 1960     GOOD             CGS
 GA3336  HISTORY     - 1961     GOOD             VADH
 GA3336  HISTORY     - 1961     GOOD             CGS
 GA3336  HISTORY     - 1963     GOOD             CGS
 GA3336
 GA3336                          STATION DESCRIPTION
 GA3336
 GA3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3336'THE ROCK THAT HELD THE STATION MARK WAS FOUND BROKEN AND THE
 GA3336'DISK HAS BEEN LOST.  THE UNDERGROUND STATION MARK WAS RECOVERED AS
 GA3336'DESCRIBED AND A NEW STATION MARK WAS ESTABLISHED.  A STANDARD DISK
 GA3336'SET IN A SQUARE CONCRETE POST LEVEL WITH THE GROUND AND STAMPED
 GA3336'CLINCH 1894 1958.  IT IS 34.0 FEET NORTH NORTHEAST OF THE
 GA3336'NORTHWEST CORNER OF A HOUSE AND 28.6 FEET NORTH OF THE NORTHEAST
 GA3336'CORNER OF THE HOUSE.
 GA3336'
 GA3336'THE UNDERGROUND STATION MARK, STAMPED CLINCH 1894 1958, IS SET IN
 GA3336'A DRILL HOLE IN BEDROCK 18 INCHES BELOW THE SURFACE.
 GA3336'
 GA3336'THE DISK HAS BEEN BROKEN FROM THE SHANKS OF REFERENCE MARKS NO. 1
 GA3336'AND 3.  TWO NEW MARKS WERE ESTABLISHED AT ABOUT THE SAME LOCATION.
 GA3336'
 GA3336'REFERENCE MARK NO. 4, STAMPED CLINCH NO 4 1894 1958, IS SET IN A
 GA3336'DRILL HOLE IN A 2 BY 3 FOOT ROCK PROJECTING 14 INCHES ABOVE THE
 GA3336'GROUND, 7 FEET EAST OF A TRACK ROAD AND 2 FEET BELOW THE ELEVATION
 GA3336'OF THE STATION.
 GA3336'
 GA3336'REFERENCE MARK NO. 5, STAMPED CLINCH NO 5 1894 1958, IS SET IN A
 GA3336'DRILL HOLE IN A 2-1/2 BY 4 FOOT ROCK PROJECTING 4 INCHES ABOVE THE
 GA3336'GROUND.  IT IS 72 FEET EAST OF THE EAST SIDE OF THE HOUSE AND 50
 GA3336'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.
 GA3336'
 GA3336'REFERENCE MARK NO. 2, AZIMUTH MARK, WAS RECOVERED AS DESCRIBED AND
 GA3336'IN GOOD CONDITION.  IT IS 10 FEET WEST OF THE TRACK ROAD ALONG THE
 GA3336'RIDGE.  IT IS NOT VISIBLE FROM THE GROUND FROM THE STATION DUE TO
 GA3336'TREES.
 GA3336'
 GA3336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 58
 GA3336'IN ABINGDON--GO WESTERLY ON U.S. HIGHWAY 58 FOR 10.8 MILES TO A
 GA3336'STORE AND FILLING STATION ON LEFT.  TURN RIGHT AND GO NORTH ON
 GA3336'COUNTY ROAD 690 FOR 2.3 MILES TO A LOG CABIN AT TOP OF RIDGE.
 GA3336'HERE TURN RIGHT AND FOLLOW BLADED ROAD UP STEEP HILL FOR 1.1 MILE
 GA3336'TO A DIM SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THIS ROAD FOR
 GA3336'0.15 MILE TO TOP OF HILL AND STATION NEAR A SMALL HOUSE.
 GA3336
 GA3336                          STATION RECOVERY (1960)
 GA3336
 GA3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 GA3336'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GA3336'A REVISED DESCRIPTION FOLLOWS--
 GA3336'
 GA3336'STATION IS ABOUT 10 MILES NORTHWEST OF ABINGDON, ABOUT 4
 GA3336'MILES EAST OF HANSONVILLE, 1450 FEET NORTH OF A FAA OMNIDIRECTIONAL
 GA3336'RANGE, ON A GRASS-TOPPED RIDGE.
 GA3336'
 GA3336'THE STATION IS 34.0 FEET NORTH NORTHEAST OF THE NORTHWEST
 GA3336'CORNER OF AN OLD HOUSE AND 28.6 FEET NORTH OF THE NORTHEAST
 GA3336'CORNER OF THE HOUSE.  A STANDARD DISK, STAMPED CLINCH 1894
 GA3336'1958 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 GA3336'THE GROUND.
 GA3336'
 GA3336'REFERENCE MARK NO. 4 IS 74.9 FEET NORTH OF THE STATION AND
 GA3336'7 FEET EAST OF A DIM TRACK ROAD WHICH RUNS ALONG THE TOP
 GA3336'OF THE RIDGE.  A STANDARD DISK, STAMPED CLINCH NO 4 1894
 GA3336'1958, SET IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK PROJECTING
 GA3336'6 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 2 FEET BELOW
 GA3336'THE ELEVATION OF THE STATION.
 GA3336'
 GA3336'REFERENCE MARK NO. 5 IS 80.0 FEET SOUTHEAST OF THE STATION,
 GA3336'72 FEET EAST OF THE EAST SIDE OF THE HOUSE, 67-1/2 FEET
 GA3336'NORTHWEST OF POWER POLE NO. 779-21, AND 54 FEET SOUTH OF
 GA3336'THE CENTERLINE OF A TRACK ROAD.  A STANDARD DISK, STAMPED
 GA3336'CLINCH NO 5 1894 1958, SET IN A DRILL HOLE IN A 2-1/2 BY
 GA3336'4 FOOT ROCK PROJECTING 10 INCHES ABOVE THE GROUND.  THE
 GA3336'MARK IS ABOUT 6 FEET BELOW THE ELEVATION OF THE STATION.
 GA3336'
 GA3336'REFERENCE MARK NO. 2, AZIMUTH MARK, IS ABOUT 225 YARDS NORTH
 GA3336'NORTHWEST OF THE STATION AND 10 FEET WEST OF THE TRACK ROAD
 GA3336'ALONG THE RIDGE
 GA3336'
 GA3336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GA3336'11 AND 19 IN THE WEST PART OF ABINGDON, GO NORTHWESTERLY
 GA3336'ON U.S. HIGHWAY 19 FOR 10.1 MILES TO A CONCRETE-BLOCK STORE
 GA3336'AND GAS STATION ON THE LEFT AND A GRAVEL SIDE ROAD RIGHT,
 GA3336'WITH SIGN READING HIDDEN VALLEY CLUB AND LAKE.  TURN RIGHT
 GA3336'ON COUNTY ROAD 690 AND GO NORTH UP STEEP GRADES FOR 2.4
 GA3336'MILES TO THE TOP OF THE RIDGE, A LOG CABIN ON THE LEFT, AND
 GA3336'A SIDE ROAD AND A GATE ON THE RIGHT.  OBTAIN KEY TO GATE
 GA3336'FROM CARETAKER IN LOG CABIN.  TURN RIGHT, PASS THROUGH GATE,
 GA3336'AND PROCEED EAST AND SOUTH OVER GRAVEL ROAD FOR 0.9 MILE
 GA3336'TO A DIRT ROAD RIGHT.  TURN SHARP RIGHT AND FOLLOW ROAD
 GA3336'UP HILL FOR 0.2 MILE TO THE TOP OF THE RIDGE AND THE
 GA3336'STATION NEAR A SMALL HOUSE.
 GA3336
 GA3336                          STATION RECOVERY (1961)
 GA3336
 GA3336'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 GA3336'STATION, R.M. 4 AND 5, AND AZIMUTH MARKS WERE FOUND IN GOOD
 GA3336'CONDITION.
 GA3336'
 GA3336'TO REACH FROM ABINGDON AT JUNCTION OF U.S. HWYS 11 AND 19,
 GA3336'GO W 11.2 MILES TO INTERSECTION RT 690, TURN RIGHT AND GO
 GA3336'2.6 MILES N ALONG RT 690 TO GAP IN MOUNTAIN AND ROAD FORK,
 GA3336'TURN RIGHT AND GO 1.0 MILE E ALONG GRAVEL ROAD TO CROSS
 GA3336'ROADS, TURN RIGHT AND DRIVE 0.15 MILE W TO CABIN AT TOP
 GA3336'OF MOUNTAIN AND STATION.
 GA3336
 GA3336                          STATION RECOVERY (1961)
 GA3336
 GA3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 GA3336'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5
 GA3336'AND THE AZIMUTH MARK WHICH IS A REFERENCE MARK STAMPED NO 2
 GA3336'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GA3336'
 GA3336'HORIZONTAL DIRECTIONS TO THE AZIMUTH MARK WERE NOT MEASURED
 GA3336'AS AN EXCESSIVE AMOUNT OF TREE TRIMMING WOULD BE NECESSARY.
 GA3336'
 GA3336'A VOR STATION NAMED BLACKFORD HAS BEEN BUILT ON A HILL APPROXIMATELY
 GA3336'1/2 MILE SOUTH AND OF ABOUT THE SAME ELEVATION AS STATION
 GA3336'CLINCH.  THE VOR STATION IS VISIBLE FROM THE GROUND, BUT
 GA3336'DIRECTIONS WERE NOT MEASURED AS DAYLIGHT OBSERVATIONS WERE
 GA3336'NOT POSSIBLE.
 GA3336'
 GA3336'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 GA3336
 GA3336                          STATION RECOVERY (1963)
 GA3336
 GA3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3336'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1958.
 GA3336'
 GA3336'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3431 ***********************************************************************
 GA3431  DESIGNATION -  CLOUD 2
 GA3431  PID         -  GA3431
 GA3431  STATE/COUNTY-  VA/SCOTT
 GA3431  USGS QUAD   -  KINGSPORT (1991)
 GA3431
 GA3431                         *CURRENT SURVEY CONTROL
 GA3431  ___________________________________________________________________
 GA3431* NAD 83(1993)-  36 35 43.55165(N)    082 35 28.28841(W)     ADJUSTED  
 GA3431* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 GA3431  ___________________________________________________________________
 GA3431  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GA3431  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GA3431
 GA3431  HORZ ORDER  -  THIRD
 GA3431
 GA3431.The horizontal coordinates were established by classical geodetic methods
 GA3431.and adjusted by the National Geodetic Survey in December 1995..
 GA3431
 GA3431.The orthometric height was scaled from a topographic map.
 GA3431
 GA3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3431
 GA3431.The geoid height was determined by GEOID03.
 GA3431
 GA3431;                    North         East     Units Scale Factor Converg.
 GA3431;SPC VA S     - 1,037,017.970 3,134,017.561   MT  1.00003549   -2 28 59.0
 GA3431;SPC VA S     - 3,402,283.12 10,282,189.28   sFT  1.00003549   -2 28 59.0
 GA3431;SPC TN       -   256,297.967   904,973.231   MT  1.00003659   +1 59 44.3
 GA3431;SPC TN       -   840,870.91  2,969,066.34   sFT  1.00003659   +1 59 44.3
 GA3431;UTM  17      - 4,051,172.151   357,670.172   MT  0.99984958   -0 56 55.6
 GA3431
 GA3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3431!SPC VA S     -   0.99992930  x   1.00003549  =   0.99996478
 GA3431!SPC TN       -   0.99992930  x   1.00003659  =   0.99996588
 GA3431!UTM  17      -   0.99992930  x   0.99984958  =   0.99977889
 GA3431
 GA3431:                Primary Azimuth Mark                     Grid Az
 GA3431:SPC VA S     -  CLOUD 2 AZ MK                            199 41 15.7
 GA3431:SPC TN       -  CLOUD 2 AZ MK                            195 12 32.4
 GA3431:UTM  17      -  CLOUD 2 AZ MK                            198 09 12.3
 GA3431
 GA3431|---------------------------------------------------------------------|
 GA3431| PID    Reference Object                     Distance      Geod. Az  |
 GA3431|                                                           dddmmss.s |
 GA3431| DB9054 CLOUD 2 AZ MK                                      1971216.7 |
 GA3431| DB9055 CLOUD 2 RM 1                                       23056     |
 GA3431| DB9056 CLOUD 2 RM 2                         12.674 METERS 33320     |
 GA3431|---------------------------------------------------------------------|
 GA3431
 GA3431                          SUPERSEDED SURVEY CONTROL
 GA3431
 GA3431  NAD 83(1993)-  36 35 43.55003(N)    082 35 28.30362(W) AD(       ) 3
 GA3431  NAD 83(1986)-  36 35 43.56016(N)    082 35 28.28936(W) AD(       ) 3
 GA3431  NAD 27      -  36 35 43.22000(N)    082 35 28.70900(W) AD(       ) 3
 GA3431
 GA3431.Superseded values are not recommended for survey control.
 GA3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3431.See file dsdata.txt to determine how the superseded data were derived.
 GA3431
 GA3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5767051172(NAD 83)
 GA3431_MARKER: DS = TRIANGULATION STATION DISK
 GA3431_SETTING: 80 = SET IN A BOULDER
 GA3431_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3431
 GA3431  HISTORY     - Date     Condition        Report By
 GA3431  HISTORY     - 1934     MONUMENTED       CGS
 GA3431  HISTORY     - 1964     POOR             CGS
 GA3431
 GA3431                          STATION DESCRIPTION
 GA3431
 GA3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GA3431'ABOUT 3 MILES SOUTH OF GATE CITY, VA., ABOUT 2 MILES NORTH
 GA3431'OF KINGSPORT, TENN., ON OR NEAR STATE LINE, ON SMALL KNOLL
 GA3431'ABOUT 1/4 MILE NORTHEAST OF HOME OF CHARLES HENRY, 5 FEET
 GA3431'NORTH-NORTHEAST OF WIRE FENCE, AND 15.5 FEET EAST-SOUTHEAST
 GA3431'OF 10-INCH TRIANGLE-BLAZED CHESTNUT OAK.  TO REACH FROM
 GA3431'JUNCTION OF U.S. ROUTES 23 AND 11W, GO NORTH 2.45 MILES ON
 GA3431'U.S. ROUTE 23, TURN LEFT AND GO 1.1 MILES ON WHAT IS KNOWN
 GA3431'AS THE CARTER VALLEY ROAD TO HOME OF CHARLES HENRY ON RIGHT
 GA3431'WHICH IS END OF TRUCK TRAVEL.  STATION IS MARKED BY STANDARD
 GA3431'STATION DISK IN SMALL BURIED STONE,   REFERENCE MARKS
 GA3431'ARE STANDARD REFERENCE DISKS IN SMALL BOULDERS,
 GA3431'NO. 1 IS ABOUT 5 FEET SOUTH OF 14-INCH CHESTNUT OAK, ABOUT
 GA3431'12 FEET LOWER THAN STATION, AND 58.3 FEET (SLOPE
 GA3431'DISTANCE) THEREFROM S 50 DEG 56 MIN W.  NO. 2 IS
 GA3431'FLUSH WITH SURFACE OF GROUND, 5 FEET EAST OF WIRE
 GA3431'FENCE, ABOUT 10 FEET LOWER THAN STATION, AND 41.58 FEET
 GA3431'THEREFROM N 26 DEG 40 MIN W.  AZIMUTH MARK IS
 GA3431'STANDARD DISK IN BOULDER, , PROJECTING ABOUT 12
 GA3431'INCHES ABOVE SURFACE OF GROUND, IN GULLY, ABOUT 100 YARDS
 GA3431'SOUTH-SOUTHWEST OF HOME OF CHARLES HENRY, ABOUT 40 FEET
 GA3431'SOUTH OF WIRE FENCE, AND ABOUT 1/4 MILE FROM STATION
 GA3431'S 17 DEG 12 MIN W.  IN 1893 A. H. BUCHANAN
 GA3431'ESTABLISHED STATION CLOUD, MARKED BY INTERSECTION OF
 GA3431'CROSS GROOVES CUT IN LARGE ROCK AND SURROUNDED BY LETTERS
 GA3431'U.S.C.S., ABOUT 150 YARDS WESTWARD ALONG SAME RIDGE, AND
 GA3431'APPROXIMATELY 100 FEET LOWER.  THIS STATION WAS REPORTED
 GA3431'RECOVERED BY BOUNDARY COMMISSION IN 1901, BUT WAS NOT RECOVERED
 GA3431'IN 1934.
 GA3431
 GA3431                          STATION RECOVERY (1964)
 GA3431
 GA3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3431'THE STATION MARK DISK WAS FOUND REMOVED FROM THE DRILLED HOLE
 GA3431'OF THE SMALL BOULDER.  NO UNDERGROUND MARK WAS SET IN 1934.
 GA3431'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK
 GA3431'NO. 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GA3431'RECOVERED, BUT THE DISK HAD BEEN DEFACED.  THE 1934 DESCRIPTION
 GA3431'TO REACH THE STATION IS ADEQUATE.
 GA3431'
 GA3431'THIS STATION WAS NOT REESTABLISHED IN 1964 AS A 90-FOOT
 GA3431'TOWER WAS REQUIRED AND ALSO A PACK STATION IN REACHING THE
 GA3431'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5689 ***********************************************************************
 GV5689  DESIGNATION -  CLOVE
 GV5689  PID         -  GV5689
 GV5689  STATE/COUNTY-  VA/CHESTERFIELD
 GV5689  USGS QUAD   -  BON AIR (1994)
 GV5689
 GV5689                         *CURRENT SURVEY CONTROL
 GV5689  ___________________________________________________________________
 GV5689* NAD 83(1993)-  37 30 03.15729(N)    077 31 28.20990(W)     ADJUSTED  
 GV5689* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 GV5689  ___________________________________________________________________
 GV5689  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GV5689  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV5689
 GV5689  HORZ ORDER  -  FIRST
 GV5689
 GV5689.The horizontal coordinates were established by classical geodetic methods
 GV5689.and adjusted by the National Geodetic Survey in November 1994..
 GV5689
 GV5689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5689
 GV5689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5689
 GV5689.The geoid height was determined by GEOID03.
 GV5689
 GV5689;                    North         East     Units Scale Factor Converg.
 GV5689;SPC VA S     - 1,130,014.204 3,586,251.757   MT  0.99994810   +0 35 31.4
 GV5689;SPC VA S     - 3,707,388.27 11,765,894.31   sFT  0.99994810   +0 35 31.4
 GV5689;UTM  18      - 4,153,432.629   276,842.763   MT  1.00021345   -1 32 14.9
 GV5689
 GV5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5689!SPC VA S     -   0.99999131  x   0.99994810  =   0.99993941
 GV5689!UTM  18      -   0.99999131  x   1.00021345  =   1.00020476
 GV5689
 GV5689:                Primary Azimuth Mark                     Grid Az
 GV5689:SPC VA S     -  CITY HALL                                060 36 32.0
 GV5689:UTM  18      -  CITY HALL                                062 44 18.3
 GV5689
 GV5689|---------------------------------------------------------------------|
 GV5689| PID    Reference Object                     Distance      Geod. Az  |
 GV5689|                                                           dddmmss.s |
 GV5689| GV5243 CITY HALL                           APPROX. 9.2 KM 0611203.4 |
 GV5689| DC5254 CLOVE RM 1                           21.478 METERS 16136     |
 GV5689| GV5691 HAM                                 106.678 METERS 33437     |
 GV5689| DC5255 CLOVE RM 2                           18.570 METERS 34136     |
 GV5689|---------------------------------------------------------------------|
 GV5689
 GV5689                          SUPERSEDED SURVEY CONTROL
 GV5689
 GV5689  NAD 83(1986)-  37 30 03.16356(N)    077 31 28.22665(W) AD(       ) 1
 GV5689  NAD 27      -  37 30 02.63232(N)    077 31 29.27575(W) AD(       ) 1
 GV5689  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 GV5689
 GV5689.Superseded values are not recommended for survey control.
 GV5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5689.See file dsdata.txt to determine how the superseded data were derived.
 GV5689
 GV5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7684353433(NAD 83)
 GV5689_MARKER: DD = SURVEY DISK
 GV5689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5689
 GV5689  HISTORY     - Date     Condition        Report By
 GV5689  HISTORY     - 1972     MONUMENTED       VA2060
 GV5689  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 GV5689  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV5689  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV5689
 GV5689                          STATION DESCRIPTION
 GV5689
 GV5689'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5689'THE STATION IS LOCATED ABOUT 200 FEET SOUTH OF MIDLOTHIAN
 GV5689'TURNPIKE AND ON THE EAST SHOULDER OF CHIPPENHAM PARKWAY.
 GV5689'
 GV5689'TO REACH THE STATION FROM U.S. POST OFFICE, FOREST HILL
 GV5689'BRANCH, LOCATED ON WESTOVER HILLS BLVD., GO SOUTH ON WESTOVER
 GV5689'HILLS BLVD. 0.70 MILE TO ITS INTERSECTION WITH MIDLOTHIAN
 GV5689'TURNPIKE (U.S. ROUTE 60).  GO WEST ON MIDLOTHIAN TURNPIKE
 GV5689'2.15 MILES TO INTERSECTION WITH CHIPPENHAM PARKWAY AND THE
 GV5689'STATION ABOUT 200 FEET SOUTH ALONG THE PARKWAY.
 GV5689'
 GV5689'THE STATION MARK IS A CITY OF RICHMOND BRASS DISK SET IN
 GV5689'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT THAT IS 2
 GV5689'INCHES BELOW THE GROUND SURFACE AND STAMPED CLOVE 1972.  IT
 GV5689'IS 160.5 FEET SOUTH OF THE SOUTH END OF THE BRIDGE ABUTMENT
 GV5689'OVER MIDLOTHIAN TURNPIKE, 7.5 FEET EAST OF THE EAST EDGE OF
 GV5689'CHIPPENHAM PARKWAY AND 3 FEET WEST OF THE GUARD RAIL.
 GV5689'
 GV5689'REFERENCE MARK 1 IS A CITY OF RICHMOND BRASS DISK SET IN
 GV5689'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT THAT IS 2
 GV5689'INCHES BELOW THE GROUND SURFACE AND STAMPED CLOVE REF MK 1
 GV5689'1972.  IT IS 7.0 FEET EAST OF THE EAST EDGE OF CHIPPENHAM
 GV5689'PARKWAY AND 3 FEET WEST OF THE GUARD RAIL.
 GV5689'
 GV5689'REFERENCE MARK 2 IS A CITY OF RICHMOND BRASS DISK SET IN
 GV5689'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT THAT IS 2
 GV5689'INCHES BELOW THE GROUND SURFACE AND STAMPED CLOVE REF MK 2
 GV5689'1972.  IT IS 7.5 FEET EAST OF THE EAST EDGE OF CHIPPENHAM
 GV5689'PARKWAY, 90.5 FEET SOUTH OF THE SOUTH END OF THE BRIDGE
 GV5689'ABUTMENT AND 2.4 FEET WEST OF A GUARD RAIL.
 GV5689'
 GV5689'STATION HAM WILL SERVE AS AN AZIMUTH MARK.
 GV5689
 GV5689                          STATION RECOVERY (1995)
 GV5689
 GV5689'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5689'MARK NOT FOUND.
 GV5689
 GV5689                          STATION RECOVERY (2000)
 GV5689
 GV5689'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5689'MARK NOT FOUND.
 GV5689
 GV5689                          STATION RECOVERY (2004)
 GV5689
 GV5689'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3020 ***********************************************************************
 FY3020  DESIGNATION -  CLOVER
 FY3020  PID         -  FY3020
 FY3020  STATE/COUNTY-  VA/HALIFAX
 FY3020  USGS QUAD   -  CLOVER (1988)
 FY3020
 FY3020                         *CURRENT SURVEY CONTROL
 FY3020  ___________________________________________________________________
 FY3020* NAD 83(1993)-  36 49 28.80568(N)    078 43 35.06824(W)     ADJUSTED  
 FY3020* NAVD 88     -       152.61   (+/-2cm)     500.7    (feet)  VERTCON   
 FY3020  ___________________________________________________________________
 FY3020  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FY3020  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY3020
 FY3020  HORZ ORDER  -  THIRD
 FY3020  VERT ORDER  -  THIRD ? (See Below)
 FY3020
 FY3020.The horizontal coordinates were established by classical geodetic methods
 FY3020.and adjusted by the National Geodetic Survey in September 1995..
 FY3020
 FY3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3020.The vertical order pertains to the NGVD 29 superseded value.
 FY3020
 FY3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3020
 FY3020.The geoid height was determined by GEOID03.
 FY3020
 FY3020;                    North         East     Units Scale Factor Converg.
 FY3020;SPC VA S     - 1,054,549.855 3,479,801.103   MT  0.99998998   -0 08 14.7
 FY3020;SPC VA S     - 3,459,802.32 11,416,647.45   sFT  0.99998998   -0 08 14.7
 FY3020;UTM  17      - 4,077,834.646   702,773.945   MT  1.00010657   +1 21 47.5
 FY3020
 FY3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3020!SPC VA S     -   0.99998096  x   0.99998998  =   0.99997094
 FY3020!UTM  17      -   0.99998096  x   1.00010657  =   1.00008753
 FY3020
 FY3020|---------------------------------------------------------------------|
 FY3020| PID    Reference Object                     Distance      Geod. Az  |
 FY3020|                                                           dddmmss.s |
 FY3020| AJ3384 CLOVER RM 1                          29.388 METERS 08516     |
 FY3020| AJ3385 CLOVER RM 2                          28.087 METERS 30926     |
 FY3020| DC5256 CLOVER CHESE POTO TEL CO TWR                       3212716.4 |
 FY3020|---------------------------------------------------------------------|
 FY3020
 FY3020                          SUPERSEDED SURVEY CONTROL
 FY3020
 FY3020  NAD 83(1986)-  36 49 28.80718(N)    078 43 35.07492(W) AD(       ) 3
 FY3020  NAD 27      -  36 49 28.30608(N)    078 43 36.05489(W) AD(       ) 3
 FY3020  NGVD 29 (07/19/86)  152.87   (m)          501.5    (f) LEVELING    3  
 FY3020
 FY3020.Superseded values are not recommended for survey control.
 FY3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3020.See file dsdata.txt to determine how the superseded data were derived.
 FY3020
 FY3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0277477835(NAD 83)
 FY3020_MARKER: DS = TRIANGULATION STATION DISK
 FY3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3020_STAMPING: CLOVER 1965
 FY3020_MARK LOGO: CGS   
 FY3020_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3020+STABILITY: SURFACE MOTION
 FY3020
 FY3020  HISTORY     - Date     Condition        Report By
 FY3020  HISTORY     - 1965     MONUMENTED       CGS
 FY3020  HISTORY     - 19850215 GOOD             NGS
 FY3020
 FY3020                          STATION DESCRIPTION
 FY3020
 FY3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3020'THE STATION IS LOCATED ON THE PROPERTY OF MR. JACKSON, 15
 FY3020'MILES WEST OF CHASE CITY, 13 MILES NORTHEAST OF SOUTH BOSTON,
 FY3020'2 MILES WEST OF THE ROANOKE RIVER AND 1 MILE SOUTHEAST OF
 FY3020'CLOVER.
 FY3020'
 FY3020'TO REACH THE STATION FROM THE POST OFFICE IN CLOVER, GO
 FY3020'SOUTH ON U.S. HIGHWAY 360 FOR 0.15 MILE TO COUNTY ROAD 716
 FY3020'ON THE LEFT AT THE CLOVER METHODIST CHURCH, TURN LEFT ON COUNTY
 FY3020'ROAD 716 AND GO SOUTHEASTERLY FOR 0.55 MILE TO A WHITE HOUSE
 FY3020'ON THE LEFT AT THE TOP OF A SMALL RISE AND THE STATION ON THE
 FY3020'RIGHT IN WOODED AREA.
 FY3020'
 FY3020'THE STATION MARK IS 65 FEET SOUTHWEST OF THE APPROXIMATE
 FY3020'CENTER OF COUNTY ROAD 716, 13 FEET SOUTH OF AN OAK TREE
 FY3020'WITH TRIANGLE BLAZE, 3.2 FEET NORTHEAST OF A METAL WITNESS
 FY3020'SIGN AND ABOUT 6 FEET HIGHER THAN THE ROAD SURFACE.  IT IS
 FY3020'A STANDARD DISK STAMPED CLOVER 1965 SET IN A SQUARE CONCRETE
 FY3020'MONUMENT PROJECTING 3 INCHES.
 FY3020'
 FY3020'REFERENCE MARK NO. 1 IS 29 FEET SOUTHWEST OF THE APPROXIMATE
 FY3020'CENTER OF COUNTY ROAD 716, 13 FEET NORTHWEST OF POWER LINE
 FY3020'POLE NO. E 33-16 AND ABOUT 2 FEET HIGHER THAN THE ROAD SURFACE.
 FY3020'IT IS A STANDARD DISK STAMPED CLOVER NO 1 1965 SET IN A
 FY3020'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 FY3020'
 FY3020'REFERENCE MARK NO. 2 IS 37 FEET SOUTHWEST OF THE APPROXIMATE
 FY3020'CENTER OF COUNTY ROAD 716, 35 FEET SOUTHEAST OF POWER LINE
 FY3020'POLE NO. E 33-15A AND ABOUT 8 FEET HIGHER THAN THE ROAD
 FY3020'SURFACE.  IT IS A STANDARD DISK STAMPED CLOVER NO 2 1965
 FY3020'SET IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 FY3020'
 FY3020'THE CLOVER, CHESAPEAKE AND POTOMAC TELEPHONE CO. TOWER WAS
 FY3020'OBSERVED FOR AN AZIMUTH.  IT IS A FOUR LEGGED TOWER SUPPORTING
 FY3020'PARABOLIC REFLECTORS ON TWO SIDES, PAINTED ALTERNATE RED
 FY3020'AND WHITE AND 165 FEET IN HEIGHT.  A RED LIGHT ON THE TOP IS
 FY3020'THE POINT INTERSECTED.
 FY3020'
 FY3020'THE TOWER IS LOCATED ONE BLOCK WEST OF THE POST OFFICE IN
 FY3020'CLOVER.
 FY3020'
 FY3020'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 FY3020
 FY3020                          STATION RECOVERY (1985)
 FY3020
 FY3020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 FY3020'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 FY3020'CONDITION.  REFERENCE TWO WAS RECOVERED LEANING AND EXPOSED ON THE
 FY3020'NORTH SIDE DUE TO CUTTING OF THE BANK.  THE DISK WAS CLAIMED AND
 FY3020'REFERENCE MARK THREE WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK
 FY3020'ONE CHECKED WITH THE 1965 DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 FY3020' 
 FY3020'THE STATION IS LOCATED ABOUT 20.8 KM (12.90 MI) NORTHEAST OF SOUTH
 FY3020'BOSTON, 3.2 KM (2.00 MI) WEST OF THE ROANOAK RIVER, 1.12 KM (0.70 MI)
 FY3020'EAST OF CLOVER AND ON A HIGH CUT BANK.  TO REACH THE STATION FROM THE
 FY3020'POST OFFICE IN CLOVER, GO EAST ON STATE ROUTE 92, MAIN STREET, FOR
 FY3020'0.32 KM (0.20 MI) TO COUNTY ROAD 716.  TAKE THE LEFT FORK AND GO
 FY3020'EASTERLY ON COUNTY ROAD 716 FOR 0.9 KM (0.55 MI) TO A HOUSE ON THE
 FY3020'LEFT AT THE TOP OF A SMALL RISE AND THE STATION ON THE RIGHT.
 FY3020' 
 FY3020'STATION IS A STANDARD CGS DISK STAMPED--CLOVER 1965--, SET INTO THE
 FY3020'TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH
 FY3020'GROUND. LOCATED 1.2 FT (0.4 M) NE FROM A WITNESS POST, 59.0 FT (18.0
 FY3020'M) SW FROM THE CENTER OF COUNTY ROAD 716, 107.6 FT (32.8 M) W FROM
 FY3020'POWERPOLE NO E33-16 AND 123.4 FT (37.6 M) SE FROM POWERLINE POLE NO
 FY3020'E33-15A.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 FY3020' 
 FY3020'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CLOVER NO 1
 FY3020'1965--, SET INTO THE TOP OF A SQUARE CONCREE MONUMENT 32 CM IN
 FY3020'DIAMETER, FLUSH WITH GROUND. LOCATED 1.0 FT (0.3 M) SW FROM A WITNESS
 FY3020'POST, 12.1 FT (3.7 M) NW FROM POWERPOLE NO 0103 - E33 - 16 AND 29.0 FT
 FY3020'(8.8 M) SW FROM THE CENTER OF COUNTY ROAD 716.
 FY3020' 
 FY3020'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CLOVER 1965 NO 3
 FY3020'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 FY3020'DIAMETER RECESSED 2 CM BELOW THE GROUND. LOCATED 29.0 FT (8.8 M) SW
 FY3020'FROM THE CENTER OF COUNTY ROAD 716, 94.0 FT (28.7 M) E FROM A
 FY3020'POWERPOLE NO E33-15A AND 127.5 FT (38.9 M) W FROM A POWER POLE NO
 FY3020'E33-16A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5305 ***********************************************************************
 HV5305  DESIGNATION -  CLUB
 HV5305  PID         -  HV5305
 HV5305  STATE/COUNTY-  VA/KING GEORGE
 HV5305  USGS QUAD   -  MATHIAS POINT (1982)
 HV5305
 HV5305                         *CURRENT SURVEY CONTROL
 HV5305  ___________________________________________________________________
 HV5305* NAD 83(1993)-  38 24 01.13823(N)    077 02 30.68505(W)     ADJUSTED  
 HV5305* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV5305  ___________________________________________________________________
 HV5305  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 HV5305  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HV5305
 HV5305  HORZ ORDER  -  SECOND
 HV5305
 HV5305.The horizontal coordinates were established by classical geodetic methods
 HV5305.and adjusted by the National Geodetic Survey in November 1994..
 HV5305
 HV5305.The orthometric height was scaled from a topographic map.
 HV5305
 HV5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5305
 HV5305.The geoid height was determined by GEOID03.
 HV5305
 HV5305;                    North         East     Units Scale Factor Converg.
 HV5305;SPC VA N     - 2,082,445.019 3,627,361.945   MT  0.99995553   +0 54 36.2
 HV5305;SPC VA N     - 6,832,155.03 11,900,769.98   sFT  0.99995553   +0 54 36.2
 HV5305;SPC MD       -    81,439.009   396,343.733   MT  0.99998406   -0 01 34.6
 HV5305;SPC MD       -   267,187.82  1,300,337.73   sFT  0.99998406   -0 01 34.6
 HV5305;UTM  18      - 4,252,206.343   321,700.593   MT  0.99999152   -1 16 07.1
 HV5305
 HV5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5305!SPC VA N     -   1.00000478  x   0.99995553  =   0.99996031
 HV5305!SPC MD       -   1.00000478  x   0.99998406  =   0.99998884
 HV5305!UTM  18      -   1.00000478  x   0.99999152  =   0.99999630
 HV5305
 HV5305:                Primary Azimuth Mark                     Grid Az
 HV5305:SPC VA N     -  WINDMILL 2                               359 29 13.5
 HV5305:SPC MD       -  WINDMILL 2                               000 25 24.3
 HV5305:UTM  18      -  WINDMILL 2                               001 39 56.8
 HV5305
 HV5305|---------------------------------------------------------------------|
 HV5305| PID    Reference Object                     Distance      Geod. Az  |
 HV5305|                                                           dddmmss.s |
 HV5305| HV5315 WINDMILL 2                          APPROX. 4.8 KM 0002349.7 |
 HV5305| DC6139 CLUB RM 1                            37.052 METERS 16314     |
 HV5305| DC6140 CLUB RM 2                            45.278 METERS 26041     |
 HV5305| HV5303 BOUNDARY MONUMENT 33 1929           195.003 METERS 27219     |
 HV5305| HV5322 UPPER CEDAR PT LIGHTHOUSE           APPROX. 3.6 KM 2742558.3 |
 HV5305| HV5316 MATHIAS POINT SHOAL LIGHTHOUSE      APPROX. 0.6 KM 3504742.8 |
 HV5305|---------------------------------------------------------------------|
 HV5305
 HV5305                          SUPERSEDED SURVEY CONTROL
 HV5305
 HV5305  NAD 83(1993)-  38 24 01.13916(N)    077 02 30.68938(W) AD(       ) 2
 HV5305  NAD 83(1986)-  38 24 01.13929(N)    077 02 30.69939(W) AD(       ) 2
 HV5305  NAD 27      -  38 24 00.68900(N)    077 02 31.79000(W) AD(       ) 2
 HV5305
 HV5305.Superseded values are not recommended for survey control.
 HV5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5305.See file dsdata.txt to determine how the superseded data were derived.
 HV5305
 HV5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2170152206(NAD 83)
 HV5305_MARKER: DS = TRIANGULATION STATION DISK
 HV5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5305
 HV5305  HISTORY     - Date     Condition        Report By
 HV5305  HISTORY     - 1928     MONUMENTED       CGS
 HV5305  HISTORY     - 1929     GOOD             CGS
 HV5305  HISTORY     - 1934     GOOD             CGS
 HV5305  HISTORY     - 1959     GOOD             CGS
 HV5305  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5305  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5305
 HV5305                          STATION DESCRIPTION
 HV5305
 HV5305'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5305'ON THE SW SIDE OF THE POTOMAC RIVER, ON SMALL BLUFF ON MATHIAS
 HV5305'POINT.  A LARGE FRAME BUILDING STANDS NEAR POINT ABOUT 125 FEET
 HV5305'SW OF THE STATION.  THE STATION IS 6 FEET IN FROM TOP OF BLUFF
 HV5305'IN THE DIRECTION TO STATION BLUFF 2.
 HV5305'
 HV5305'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5305'DISKS SET IN CONCRETE.
 HV5305'
 HV5305'SURFACE MARK PROJECTS 4 INCHES ABOVE THE SURFACE.
 HV5305'
 HV5305'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.4 METERS.
 HV5305
 HV5305                          STATION RECOVERY (1929)
 HV5305
 HV5305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5305'THE STATION WAS RECOVERED FROM THE DESCRIPTION.  THE DESCRIPTION
 HV5305'IS ADEQUATE.
 HV5305
 HV5305                          STATION RECOVERY (1934)
 HV5305
 HV5305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5305'THE OLD STATION WAS RECOVERED AS DESCRIBED.  THE MARKS ARE IN
 HV5305'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HV5305'FOLLOWING CHANGES--THE LARGE FRAME BUILDING MENTIONED WAS FOUND
 HV5305'TO BE 89 FEET SSE OF THE STATION.  (MEASUREMENT TAKEN TO N CORNER
 HV5305'OF THE BUILDING.)
 HV5305'
 HV5305'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE AS
 HV5305'FOLLOWS--REFERENCE MARK NO. 1 IS 37.090 METERS, (121.69 FEET)
 HV5305'REFERENCE MARK NO. 2 IS 45.384 METERS, (148.90 FEET).
 HV5305
 HV5305                          STATION RECOVERY (1959)
 HV5305
 HV5305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5305'STATION, R.M.S 1 AND 2 RECOVERED AS DESCRIBED IN 1934.  DESCRIPTION
 HV5305'OF 1934 ADEQUATE.  R.M. 1 IS NOW BENEATH A CEDAR TREE AND ONLY
 HV5305'INCHES SE OF THE TREE TRUNK.  R.M. 1 IS SE OF THE STATION, NOT
 HV5305'W ACCORDING TO THE 1934 DESCRIPTION.  DISTANCES AND DIRECTIONS
 HV5305'TO THE R.M.S NOT CHECKED.
 HV5305
 HV5305                          STATION RECOVERY (1999)
 HV5305
 HV5305'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5305'MARK NOT FOUND.
 HV5305
 HV5305                          STATION RECOVERY (2003)
 HV5305
 HV5305'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1632 ***********************************************************************
 FW1632  DESIGNATION -  CLUB
 FW1632  PID         -  FW1632
 FW1632  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1632  USGS QUAD   -  NORTH BAY (1986)
 FW1632
 FW1632                         *CURRENT SURVEY CONTROL
 FW1632  ___________________________________________________________________
 FW1632* NAD 83(1993)-  36 41 36.05907(N)    075 55 26.89121(W)     ADJUSTED  
 FW1632* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1632  ___________________________________________________________________
 FW1632  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FW1632  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW1632
 FW1632  HORZ ORDER  -  SECOND
 FW1632
 FW1632.The horizontal coordinates were established by classical geodetic methods
 FW1632.and adjusted by the National Geodetic Survey in September 1995..
 FW1632
 FW1632.The orthometric height was scaled from a topographic map.
 FW1632
 FW1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1632
 FW1632.The geoid height was determined by GEOID03.
 FW1632
 FW1632;                    North         East     Units Scale Factor Converg.
 FW1632;SPC VA S     - 1,043,093.210 3,730,174.060   MT  1.00001412   +1 33 48.1
 FW1632;SPC VA S     - 3,422,214.97 12,238,079.40   sFT  1.00001412   +1 33 48.1
 FW1632;UTM  18      - 4,061,253.387   417,443.919   MT  0.99968397   -0 33 08.0
 FW1632
 FW1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1632!SPC VA S     -   1.00000571  x   1.00001412  =   1.00001983
 FW1632!UTM  18      -   1.00000571  x   0.99968397  =   0.99968968
 FW1632
 FW1632|---------------------------------------------------------------------|
 FW1632| PID    Reference Object                     Distance      Geod. Az  |
 FW1632|                                                           dddmmss.s |
 FW1632| DC8735 CLUB RM 1                            58.641 METERS 00914     |
 FW1632| DC8736 CLUB RM 2                            34.586 METERS 10854     |
 FW1632| FW1631 ANNE                                APPROX. 2.5 KM 1623502.2 |
 FW1632|---------------------------------------------------------------------|
 FW1632
 FW1632                          SUPERSEDED SURVEY CONTROL
 FW1632
 FW1632  NAD 83(1986)-  36 41 36.07154(N)    075 55 26.92616(W) AD(       ) 2
 FW1632  NAD 27      -  36 41 35.52600(N)    075 55 28.18800(W) AD(       ) 2
 FW1632
 FW1632.Superseded values are not recommended for survey control.
 FW1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1632.See file dsdata.txt to determine how the superseded data were derived.
 FW1632
 FW1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1744461253(NAD 83)
 FW1632_MARKER: DS = TRIANGULATION STATION DISK
 FW1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1632
 FW1632  HISTORY     - Date     Condition        Report By
 FW1632  HISTORY     - 1934     MONUMENTED       CGS
 FW1632  HISTORY     - 1935     GOOD             CGS
 FW1632  HISTORY     - 1941     MARK NOT FOUND   CGS
 FW1632  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1632
 FW1632                          STATION DESCRIPTION
 FW1632
 FW1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1632'ON THE SANDY NECK EAST OF NORTH BAY AT THE HEAD OF CURRITUCK
 FW1632'SOUND, JUST SOUTH OF THE LITTLE ISLAND COAST GUARD STATION,
 FW1632'ON THE PROPERTY OF THE SANDBRIDGE GUN CLUB, ABOUT 61 METERS
 FW1632'SOUTH OF THE CONCRETE FRONT STEPS OF THE COAST GUARD STATION
 FW1632'AND ABOUT 26 METERS WEST OF THE TELEPHONE LINE AT A POINT
 FW1632'MIDWAY BETWEEN THE FIRST AND SECOND POLES SOUTH FROM THE COAST
 FW1632'GUARD STATION HOUSE AND ABOUT 46 METERS NORTHEAST FROM THE
 FW1632'NORTHEAST CORNER OF A WHITE COTTAGE.
 FW1632'
 FW1632'TO REACH THE STATION FROM PRINCESS ANNE, SET AT 0.0 AND PROCEED
 FW1632'ACROSS RAILROAD TRACKS, AT 2.4 TAKE RIGHT AT NIMMO CHURCH,
 FW1632'AT 3.1 TAKE LEFT FORK AT FILLING STATION, AT 5.4 STRAIGHT
 FW1632'AHEAD AT T-ROAD RIGHT, AT 5.8 STRAIGHT AHEAD AT T-ROAD RIGHT,
 FW1632'AT 8.5 COME TO BEACH.  CROSS SAND DUNES AND DRIVE SOUTH ABOUT
 FW1632'4 MILES TO LITTLE ISLAND COAST GUARD STATION.
 FW1632'
 FW1632'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 FW1632'IN CONCRETE.
 FW1632'
 FW1632'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND ABOUT 10
 FW1632'METERS FROM THE SOUTHEAST CORNER OF THE COAST GUARD STATION HOUSE.
 FW1632'
 FW1632'REFERENCE MARK NO. 2 IS EAST OF THE STATION ALMOST IN THE LINE
 FW1632'OF THE TELEPHONE POLES.
 FW1632'
 FW1632'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 FW1632
 FW1632                          STATION RECOVERY (1935)
 FW1632
 FW1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HO)
 FW1632'STATION RECOVERED AS DESCRIBED.
 FW1632'
 FW1632'TO REACH FROM VIRGINIA BEACH, GO SOUTH ON HARD SURFACE ROAD
 FW1632'TO RIFLE RANGE.  TURN LEFT ON SOUTH SIDE OF RIFLE RANGE AND
 FW1632'TAKE DIRT ROAD ACROSS DUNES TO BEACH.  CONTINUE SOUTH ALONG
 FW1632'BEACH FOR 9 MILES.  TRIP ALONG BEACH CAN BE MADE ONLY WITH
 FW1632'OVERSIZE, LOW PRESSURE TIRES.  ARRANGEMENT MAY BE MADE WITH THE
 FW1632'COAST GUARD DISTRICT COMMANDER, AT THE CUSTOM HOUSE, NORFOLK,
 FW1632'VA., TO HAVE A TRUCK FROM THE LITTLE ISLAND COAST GUARD STATION
 FW1632'WITH SUITABLE TIRES FOR BEACH TRAVEL MEET A WORKING PARTY
 FW1632'AT THE RIFLE RANGE AT VIRGINIA BEACH.
 FW1632
 FW1632                          STATION RECOVERY (1941)
 FW1632
 FW1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FW1632'STATION WAS NOT RECOVERED.
 FW1632'
 FW1632'A FILL OF THREE OF FOUR FEET WAS MADE AROUND THE MAIN STATION
 FW1632'OF THE COAST GUARD.  THIS COVERED REFERENCE MARK 1.  REFERENCE
 FW1632'MARK 2 COULD NOT BE FOUND.
 FW1632'
 FW1632'THE CHIEF AT THE COAST GUARD STATION SAID THE DUNES HAD BUILT
 FW1632'UP CONSIDERABLY SINCE 1934.  THE DISTANCES FROM THE WITNESS
 FW1632'MARKS WERE USED TO GET THE APPROXIMATE LOCATION OF THE MARK.
 FW1632'SIX ARMY MEN USING TWO SHOVELS IN RELAYS DUG A HOLE APPROXIMATELY
 FW1632'10 FEET IN DIAMETER DOWN TO THE WATER TABLE.  IN ADDITION TWO
 FW1632'TRENCHES 5 FEET WIDE 15 FEET LONG AND 2-1/2 FEET DEEP WERE
 FW1632'DUG ALONG THE ARCS SWUNG FROM THE STEPS AND THE WHITE BUILDING.
 FW1632'FOUR HOURS WERE SPENT IN SEARCHING FOR THIS STATION.
 FW1632
 FW1632                          STATION RECOVERY (1962)
 FW1632
 FW1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1632'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IN 1941 THIS
 FW1632'STATION WAS REPORTED UNDER ABOUT 4 FEET OF FILL.  THE STORM IN
 FW1632'1962 PILED ANOTHER TWO FEET OF SAND OVER THE STATION AREA.
 FW1632'THE OFFICER OF LITTLE ISLAND COAST GUARD STATION HAS NEVER
 FW1632'SEEN THESE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4808 ***********************************************************************
 GV4808  DESIGNATION -  CLUB
 GV4808  PID         -  GV4808
 GV4808  STATE/COUNTY-  VA/KING WILLIAM
 GV4808  USGS QUAD   -  WEST POINT (1986)
 GV4808
 GV4808                         *CURRENT SURVEY CONTROL
 GV4808  ___________________________________________________________________
 GV4808* NAD 83(1993)-  37 32 43.92784(N)    076 50 11.11249(W)     ADJUSTED  
 GV4808* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4808  ___________________________________________________________________
 GV4808  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 GV4808  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 GV4808
 GV4808  HORZ ORDER  -  THIRD
 GV4808
 GV4808.The horizontal coordinates were established by classical geodetic methods
 GV4808.and adjusted by the National Geodetic Survey in November 1994..
 GV4808
 GV4808.The orthometric height was scaled from a topographic map.
 GV4808
 GV4808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4808
 GV4808.The geoid height was determined by GEOID03.
 GV4808
 GV4808;                    North         East     Units Scale Factor Converg.
 GV4808;SPC VA S     - 1,135,820.088 3,646,998.485   MT  0.99995021   +1 00 34.8
 GV4808;SPC VA S     - 3,726,436.41 11,965,194.20   sFT  0.99995021   +1 00 34.8
 GV4808;UTM  18      - 4,156,977.834   337,770.093   MT  0.99992419   -1 07 09.6
 GV4808
 GV4808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4808!SPC VA S     -   1.00000531  x   0.99995021  =   0.99995552
 GV4808!UTM  18      -   1.00000531  x   0.99992419  =   0.99992950
 GV4808
 GV4808|---------------------------------------------------------------------|
 GV4808| PID    Reference Object                     Distance      Geod. Az  |
 GV4808|                                                           dddmmss.s |
 GV4808| DC9122 CLUB RM 4                            12.581 METERS 03556     |
 GV4808| GV4857 RAIL                                APPROX. 1.7 KM 0583014.2 |
 GV4808| DC9119 CLUB RM 1                            19.713 METERS 28528     |
 GV4808| DC9120 CLUB RM 2                            19.902 METERS 32301     |
 GV4808| DC9121 CLUB RM 3                            18.428 METERS 35328     |
 GV4808|---------------------------------------------------------------------|
 GV4808
 GV4808                          SUPERSEDED SURVEY CONTROL
 GV4808
 GV4808  NAD 83(1986)-  37 32 43.92922(N)    076 50 11.12820(W) AD(       ) 3
 GV4808  NAD 27      -  37 32 43.41000(N)    076 50 12.27100(W) AD(       ) 3
 GV4808
 GV4808.Superseded values are not recommended for survey control.
 GV4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4808.See file dsdata.txt to determine how the superseded data were derived.
 GV4808
 GV4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3777056978(NAD 83)
 GV4808_MARKER: P = PIPE CAP
 GV4808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4808_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4808
 GV4808  HISTORY     - Date     Condition        Report By
 GV4808  HISTORY     - 1911     MONUMENTED       CGS
 GV4808  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4808  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4808
 GV4808                          STATION DESCRIPTION
 GV4808
 GV4808'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4808'STATION IS ON THE LEFT BANK (COMING DOWN) OF THE PAMUNKEY RIVER
 GV4808'ABOUT A MILE ABOVE WHERE THE RAILROAD LEAVES THE RIVER, 2 MILES
 GV4808'ABOVE WEST POINT AT THE MOST PROMINENT POINT OF WOODS AND EDGE OF
 GV4808'MARSH ABOUT 65 METERS ABOVE THE LEE HUNTING CLUB BUILDING.
 GV4808'
 GV4808'STATION IS MARKED BY AN IRON PIPE, WITH LEGEND AND CAP, PIPE
 GV4808'SET IN CEMENT AND FILLED WITH CEMENT, PROJECTING 10 INCHES ABOVE
 GV4808'GROUND.
 GV4808'
 GV4808'REFERENCE MARK NO. 1 IS SPIKE HEAD IN CENTER OF TRIANGLE CUT
 GV4808'ON 11-INCH PINE TREE, CUT ABOUT 9 INCHES ABOVE GROUND DISTANT
 GV4808'19.713 METERS ON LINE 226 DEG 59 MIN 33.1 SEC TO RIGHT OF
 GV4808'STATION RAIL.
 GV4808'
 GV4808'REFERENCE MARK NO. 3 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4808'BRASS CAP, LEGEND AND ARROW, IN WOODS, DISTANT 18.428 METERS
 GV4808'ON LINE 294 DEG 57 MIN 15.6 SEC.
 GV4808'
 GV4808'REFERENCE MARK NO. 2 IS SPIKE HEAD IN CENTER OF TRIANGLE CUT
 GV4808'IN 11-INCH PINE TREE DISTANT 19.902 METERS ON LINE 264 DEG
 GV4808'30 MIN 59.9 SEC TO RIGHT OF STATION RAIL.
 GV4808'
 GV4808'REFERENCE MARK NO. 4 IS HEAD OF SPIKE IN TRIANGLE CUT IN AN
 GV4808'18-INCH PINE ONE FOOT ABOVE GROUND, STANDING AT EDGE OF MARSH
 GV4808'DISTANT 12.581 METERS, ON LINE 337 DEG 26 MIN 13.1 SEC TO RIGHT
 GV4808'OF STATION RAIL.
 GV4808
 GV4808                          STATION RECOVERY (1999)
 GV4808
 GV4808'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4808'MARK NOT FOUND.
 GV4808
 GV4808                          STATION RECOVERY (2003)
 GV4808
 GV4808'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5304 ***********************************************************************
 HV5304  DESIGNATION -  CLUB ECC
 HV5304  PID         -  HV5304
 HV5304  STATE/COUNTY-  VA/KING GEORGE
 HV5304  USGS QUAD   -  MATHIAS POINT (1982)
 HV5304
 HV5304                         *CURRENT SURVEY CONTROL
 HV5304  ___________________________________________________________________
 HV5304* NAD 83(1993)-  38 24 00.91249(N)    077 02 31.02871(W)     ADJUSTED  
 HV5304* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 HV5304  ___________________________________________________________________
 HV5304  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 HV5304  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HV5304
 HV5304  HORZ ORDER  -  SECOND
 HV5304
 HV5304.The horizontal coordinates were established by classical geodetic methods
 HV5304.and adjusted by the National Geodetic Survey in November 1994..
 HV5304
 HV5304.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5304
 HV5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5304
 HV5304.The geoid height was determined by GEOID03.
 HV5304
 HV5304;                    North         East     Units Scale Factor Converg.
 HV5304;SPC VA N     - 2,082,437.927 3,627,353.718   MT  0.99995553   +0 54 36.0
 HV5304;SPC VA N     - 6,832,131.77 11,900,742.99   sFT  0.99995553   +0 54 36.0
 HV5304;SPC MD       -    81,432.053   396,335.392   MT  0.99998407   -0 01 34.8
 HV5304;SPC MD       -   267,164.99  1,300,310.37   sFT  0.99998407   -0 01 34.8
 HV5304;UTM  18      - 4,252,199.568   321,692.102   MT  0.99999156   -1 16 07.3
 HV5304
 HV5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5304!SPC VA N     -   1.00000405  x   0.99995553  =   0.99995958
 HV5304!SPC MD       -   1.00000405  x   0.99998407  =   0.99998812
 HV5304!UTM  18      -   1.00000405  x   0.99999156  =   0.99999561
 HV5304
 HV5304:                Primary Azimuth Mark                     Grid Az
 HV5304:SPC VA N     -  WINDMILL 2                               359 35 06.6
 HV5304:SPC MD       -  WINDMILL 2                               000 31 17.4
 HV5304:UTM  18      -  WINDMILL 2                               001 45 49.9
 HV5304
 HV5304|---------------------------------------------------------------------|
 HV5304| PID    Reference Object                     Distance      Geod. Az  |
 HV5304|                                                           dddmmss.s |
 HV5304| HV5315 WINDMILL 2                          APPROX. 4.8 KM 0002942.6 |
 HV5304| HV5320 ST IGNATIUS CHURCH SPIRE            APPROX. 7.4 KM 0121659.6 |
 HV5304| HV5305 CLUB                                 10.862 METERS 05009     |
 HV5304| DC6139 CLUB RM 1                            34.374 METERS 14951     |
 HV5304| DC6140 CLUB RM 2                            36.445 METERS 26923     |
 HV5304| HV5303 BOUNDARY MONUMENT 33 1929           187.095 METERS 27433     |
 HV5304| HV5321 UPPER CEDAR POINT LIGHT             APPROX. 3.6 KM 2743320.4 |
 HV5304| HV5316 MATHIAS POINT SHOAL LIGHTHOUSE      APPROX. 0.6 KM 3514520.2 |
 HV5304|---------------------------------------------------------------------|
 HV5304
 HV5304                          SUPERSEDED SURVEY CONTROL
 HV5304
 HV5304  NAD 83(1993)-  38 24 00.91342(N)    077 02 31.03305(W) AD(       ) 2
 HV5304  NAD 83(1986)-  38 24 00.91309(N)    077 02 31.04400(W) AD(       ) 2
 HV5304  NAD 27      -  38 24 00.46300(N)    077 02 32.13400(W) AD(       ) 2
 HV5304  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 HV5304
 HV5304.Superseded values are not recommended for survey control.
 HV5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5304.See file dsdata.txt to determine how the superseded data were derived.
 HV5304
 HV5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2169252200(NAD 83)
 HV5304_MARKER: DS = TRIANGULATION STATION DISK
 HV5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5304
 HV5304  HISTORY     - Date     Condition        Report By
 HV5304  HISTORY     - 1934     MONUMENTED       CGS
 HV5304  HISTORY     - 1942     GOOD             CGS
 HV5304  HISTORY     - 1959     GOOD             CGS
 HV5304  HISTORY     - 1962     GOOD             CGS
 HV5304  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5304  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 HV5304
 HV5304                          STATION DESCRIPTION
 HV5304
 HV5304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5304'STATION IS ON SMALL BLUFF ON MATHIAS POINT, ON SW SIDE OF
 HV5304'POTOMAC RIVER.
 HV5304'
 HV5304'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HV5304'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 HV5304'
 HV5304'ONE NEW REFERENCE MARK WAS SET, STAMPED CLUB ECC 1934 R.M. NO.
 HV5304'1.  IT IS APPROXIMATELY 0.1 MILE SE OF THE STATION, 18 INCHES
 HV5304'W OF AN OLD FENCE, 4 PACES N OF A 15-INCH GUM TREE, 50 PACES
 HV5304'SW OF RIVER BLUFF, 2 PACES W OF 3-INCH LOCUST TREE, AND PROJECTS 4
 HV5304'INCHES ABOVE GROUND.
 HV5304'
 HV5304'THE OLD MARKS FOR STATION CLUB 1928 WERE USED FOR THE NEW STATION,
 HV5304'AND ARE AS FOLLOWS--
 HV5304'
 HV5304'REFERENCE MARK NO. 1 IS 34.374 METERS W OF STATION, 22.30 METERS
 HV5304'N OF NE CORNER OF HOME.
 HV5304'
 HV5304'REFERENCE MARK NO. 2 IS 36.445 METERS W OF STATION, 3.0 METERS
 HV5304'SE OF A 24-INCH OAK TREE, 24.08 METERS WNW OF NW CORNER OF HOME,
 HV5304'6 METERS S OF RIVER BANK.
 HV5304'
 HV5304'THE VIRGINIA-MARYLAND BOUNDARY MONUMENT NO. 33 IS 215 PACES W
 HV5304'OF THE STATION, 6 FEET S OF RIVER BLUFF, 20 FEET N OF A SMALL
 HV5304'HOUSE.  IT IS A CONCRETE POST, 8 INCHES SQUARE BY 14 INCHES
 HV5304'HIGH.  A DIRECTION WAS TAKEN TO IT BUT NO TRAVERSE WAS MADE DUE
 HV5304'TO THE EXCESSIVE AMOUNT OF CLEARING NECESSARY.  A 75-FOOT TOWER
 HV5304'NECESSARY.
 HV5304'
 HV5304'TO REACH FROM OWENS, A SMALL VILLAGE ON THE ROAD BETWEEN KING
 HV5304'GEORGE AND DAHLGREN, GO NE ON A SAND ROAD 1.7 MILES TO A FORK
 HV5304'IN ROAD, TAKE LEFT FORK AND GO 2.25 MILES TO ANOTHER FORK, TAKE
 HV5304'LEFT FORK AND GO 0.5 MILE TO A T-ROAD LEFT.  FOLLOW THIS ROAD 1.0
 HV5304'MILE TO A LARGE TWO-STORY BUILDING, WHICH IS A HOME FOR
 HV5304'COLORED OLD PEOPLE.  THE STATION IS 16.53 METERS N OF NE
 HV5304'CORNER OF HOME, 13.50 METERS NW OF 24-INCH OAK TREE, 11.25
 HV5304'METERS W OF 18-INCH OAK TREE, 12 METERS SSE OF RIVER BANK.
 HV5304'STATION IS 10.860 METERS S OF CLUB 1928.
 HV5304
 HV5304                          STATION RECOVERY (1942)
 HV5304
 HV5304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV5304'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 HV5304'COMPLETE, CORRECT, AND ADEQUATE BUT FOR THE FOLLOWING EXCEPTION--
 HV5304'
 HV5304'REFERENCE MARK 2 IS 25 M. S OF THE RIVERBANK, NOT 6 M.
 HV5304
 HV5304                          STATION RECOVERY (1959)
 HV5304
 HV5304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5304'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 HV5304'R.M. NO 1, AZIMUTH MARK, NOT SEARCHED FOR.  NO DISTANCES NOR
 HV5304'DIRECTIONS TAKEN.  CLUB 1928 AND BOTH R.M.S ALSO RECOVERED.
 HV5304'(SEE RECOVERY NOTE FOR THAT STATION.)
 HV5304
 HV5304                          STATION RECOVERY (1962)
 HV5304
 HV5304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DGR)
 HV5304'STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED BY J.B.,
 HV5304'JR., 1934 AND W.D.P., 1942, BUT THE STATION IS IN KING GEORGE
 HV5304'COUNTY NOT STAFFORD COUNTY.
 HV5304'
 HV5304'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR LOCATING THE STATION.
 HV5304
 HV5304                          STATION RECOVERY (1999)
 HV5304
 HV5304'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5304'MARK NOT FOUND.
 HV5304
 HV5304                          STATION RECOVERY (2003)
 HV5304
 HV5304'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1193 ***********************************************************************
 FW1193  DESIGNATION -  CLUB VFC 1933
 FW1193  PID         -  FW1193
 FW1193  STATE/COUNTY-  VA/ACCOMACK
 FW1193  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1193
 FW1193                         *CURRENT SURVEY CONTROL
 FW1193  ___________________________________________________________________
 FW1193* NAD 83(1993)-  37 35 17.85401(N)    075 37 44.55997(W)     ADJUSTED  
 FW1193* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1193  ___________________________________________________________________
 FW1193  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FW1193  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 FW1193
 FW1193  HORZ ORDER  -  THIRD
 FW1193
 FW1193.The horizontal coordinates were established by classical geodetic methods
 FW1193.and adjusted by the National Geodetic Survey in November 1994..
 FW1193
 FW1193.The orthometric height was scaled from a topographic map.
 FW1193
 FW1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1193
 FW1193.The geoid height was determined by GEOID03.
 FW1193
 FW1193;                    North         East     Units Scale Factor Converg.
 FW1193;SPC VA S     - 1,143,125.369 3,753,515.254   MT  0.99995280   +1 44 32.8
 FW1193;SPC VA S     - 3,750,403.81 12,314,657.96   sFT  0.99995280   +1 44 32.8
 FW1193;UTM  18      - 4,160,322.815   444,463.962   MT  0.99963799   -0 23 01.4
 FW1193
 FW1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1193!SPC VA S     -   1.00000565  x   0.99995280  =   0.99995845
 FW1193!UTM  18      -   1.00000565  x   0.99963799  =   0.99964364
 FW1193
 FW1193:                Primary Azimuth Mark                     Grid Az
 FW1193:SPC VA S     -  BLACK ROCK VFC 1933                      309 03 34.1
 FW1193:UTM  18      -  BLACK ROCK VFC 1933                      311 11 08.3
 FW1193
 FW1193|---------------------------------------------------------------------|
 FW1193| PID    Reference Object                     Distance      Geod. Az  |
 FW1193|                                                           dddmmss.s |
 FW1193| FW1189 BLACK ROCK VFC 1933                 APPROX. 1.5 KM 3104806.9 |
 FW1193|---------------------------------------------------------------------|
 FW1193
 FW1193                          SUPERSEDED SURVEY CONTROL
 FW1193
 FW1193  NAD 83(1993)-  37 35 17.85141(N)    075 37 44.59064(W) AD(       ) 3
 FW1193  NAD 83(1986)-  37 35 17.85306(N)    075 37 44.59830(W) AD(       ) 3
 FW1193  NAD 27      -  37 35 17.37600(N)    075 37 45.84700(W) AD(       ) 3
 FW1193
 FW1193.Superseded values are not recommended for survey control.
 FW1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1193.See file dsdata.txt to determine how the superseded data were derived.
 FW1193
 FW1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4446460323(NAD 83)
 FW1193_MARKER: Z = SEE DESCRIPTION
 FW1193_SETTING: 0 = UNSPECIFIED SETTING
 FW1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1193
 FW1193  HISTORY     - Date     Condition        Report By
 FW1193  HISTORY     - 1935     MONUMENTED       VACF
 FW1193  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW1193  HISTORY     - 1962     POOR             CGS
 FW1193
 FW1193                          STATION DESCRIPTION
 FW1193
 FW1193'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1935 (FER)
 FW1193'ON ROUNDING POINT OF MARSH BELOW ACCOMAC CLUB HOUSE, MARKED
 FW1193'IN THE USUAL MANNER BY A CONCRETE MARKER EXTENDING A FEW
 FW1193'INCHES ABOVE THE SURFACE.
 FW1193
 FW1193                          STATION RECOVERY (1961)
 FW1193
 FW1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1193'THIS STATION IS LOST.  A THIRTY MINUTE SEARCH REVEALED NO
 FW1193'SIGNS OF THE MARK.  THE ORIGINAL DESCRIPTION WAS OF LITTLE
 FW1193'HELP AND THE SEARCH WAS DISCONTINUED.
 FW1193
 FW1193                          STATION RECOVERY (1962)
 FW1193
 FW1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1193'THE STATION WAS RECOVERED AS DESCRIBED BUT FOUND IN VERY
 FW1193'POOR CONDITION.  THE CONCRETE IS VERY SOFT AND FOR SOME REASON
 FW1193'IS DISINTEGRATING.
 FW1193'
 FW1193'THE STATION IS ON A ROUNDING POINT OF MARSH, WHICH IS
 FW1193'APPROXIMATELY 0.2 MILE SOUTHWEST OF THE FORMER SITE OF THE
 FW1193'OLD ACCOMAC CLUB HOUSE, AND BY A 2 X 2-INCH STAKE WHICH PROJECTS
 FW1193'ABOUT 5 FEET, 8 PACES EAST OF THE BAY SHORE AND 25 PACES
 FW1193'NORTHEAST OF A SMALL GUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3195 ***********************************************************************
 FX3195  DESIGNATION -  COAL 1943
 FX3195  PID         -  FX3195
 FX3195  STATE/COUNTY-  VA/C OF NORFOLK
 FX3195  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3195
 FX3195                         *CURRENT SURVEY CONTROL
 FX3195  ___________________________________________________________________
 FX3195* NAD 83(1993)-  36 56 24.13571(N)    076 19 58.60304(W)     ADJUSTED  
 FX3195* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3195  ___________________________________________________________________
 FX3195  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FX3195  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3195
 FX3195  HORZ ORDER  -  SECOND
 FX3195
 FX3195.The horizontal coordinates were established by classical geodetic methods
 FX3195.and adjusted by the National Geodetic Survey in September 1995..
 FX3195
 FX3195.The orthometric height was scaled from a topographic map.
 FX3195
 FX3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3195
 FX3195.The geoid height was determined by GEOID03.
 FX3195
 FX3195;                    North         East     Units Scale Factor Converg.
 FX3195;SPC VA S     - 1,069,544.104 3,693,022.371   MT  0.99997306   +1 18 54.9
 FX3195;SPC VA S     - 3,508,995.95 12,116,190.90   sFT  0.99997306   +1 18 54.9
 FX3195;UTM  18      - 4,089,050.444   381,303.704   MT  0.99977356   -0 48 04.2
 FX3195
 FX3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3195!SPC VA S     -   1.00000582  x   0.99997306  =   0.99997888
 FX3195!UTM  18      -   1.00000582  x   0.99977356  =   0.99977938
 FX3195
 FX3195:                Primary Azimuth Mark                     Grid Az
 FX3195:SPC VA S     -  WEST NORFOLK TANK                        186 55 20.7
 FX3195:UTM  18      -  WEST NORFOLK TANK                        189 02 19.8
 FX3195
 FX3195|---------------------------------------------------------------------|
 FX3195| PID    Reference Object                     Distance      Geod. Az  |
 FX3195|                                                           dddmmss.s |
 FX3195| FX3472 WEST NORFOLK TANK                   APPROX. 9.0 KM 1881415.6 |
 FX3195|---------------------------------------------------------------------|
 FX3195
 FX3195                          SUPERSEDED SURVEY CONTROL
 FX3195
 FX3195  NAD 83(1986)-  36 56 24.14165(N)    076 19 58.63943(W) AD(       ) 2
 FX3195  NAD 27      -  36 56 23.60000(N)    076 19 59.85000(W) AD(       ) 2
 FX3195
 FX3195.Superseded values are not recommended for survey control.
 FX3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3195.See file dsdata.txt to determine how the superseded data were derived.
 FX3195
 FX3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8130489050(NAD 83)
 FX3195_MARKER: X = CHISELED CROSS
 FX3195_SETTING: 0 = UNSPECIFIED SETTING
 FX3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3195
 FX3195  HISTORY     - Date     Condition        Report By
 FX3195  HISTORY     - 1943     MONUMENTED       CGS
 FX3195
 FX3195                          STATION DESCRIPTION
 FX3195
 FX3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3195'STATION IS ON THE SW CORNER OF VIRGINIAN COAL PIER 2, ON THE
 FX3195'STEEL FRAMEWORK.  IT IS MARKED BY A CHISELED CROSS ON THE FIRST
 FX3195'LARGE PLATE FROM THE W END, ABOUT 1 INCH FROM THE RAIL.  THE RAIL
 FX3195'SUPPORT BEARS A CHISELED ARROW POINTING TO THE CROSS.  THE CROSS
 FX3195'IS 3.78 METERS FROM THE W END OF THE STEEL FRAME AND 0.52 METER N
 FX3195'OF THE S RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3306 ***********************************************************************
 FX3306  DESIGNATION -  COAL VA RR PIER UPRIGHT NW COR
 FX3306  PID         -  FX3306
 FX3306  STATE/COUNTY-  VA/C OF NORFOLK
 FX3306  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3306
 FX3306                         *CURRENT SURVEY CONTROL
 FX3306  ___________________________________________________________________
 FX3306* NAD 83(1993)-  36 56 28.60822(N)    076 19 58.68027(W)     ADJUSTED  
 FX3306* NAVD 88     -                                                        
 FX3306  ___________________________________________________________________
 FX3306  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FX3306  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3306
 FX3306  HORZ ORDER  -  THIRD
 FX3306
 FX3306.The horizontal coordinates were established by classical geodetic methods
 FX3306.and adjusted by the National Geodetic Survey in September 1995..
 FX3306
 FX3306
 FX3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3306
 FX3306.The geoid height was determined by GEOID03.
 FX3306
 FX3306;                    North         East     Units Scale Factor Converg.
 FX3306;SPC VA S     - 1,069,681.894 3,693,017.296   MT  0.99997290   +1 18 54.8
 FX3306;SPC VA S     - 3,509,448.01 12,116,174.25   sFT  0.99997290   +1 18 54.8
 FX3306;UTM  18      - 4,089,188.299   381,303.721   MT  0.99977356   -0 48 04.3
 FX3306
 FX3306                          SUPERSEDED SURVEY CONTROL
 FX3306
 FX3306  NAD 83(1986)-  36 56 28.61387(N)    076 19 58.71617(W) AD(       ) 4
 FX3306  NAD 27      -  36 56 28.07800(N)    076 19 59.91000(W) AD(       ) 3
 FX3306
 FX3306.Superseded values are not recommended for survey control.
 FX3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3306.See file dsdata.txt to determine how the superseded data were derived.
 FX3306
 FX3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8130489188(NAD 83)
 FX3306
 FX3306  HISTORY     - Date     Condition        Report By
 FX3306  HISTORY     - UNK      MONUMENTED
 FX3306  HISTORY     - 1919     MARK NOT FOUND   CGS
 FX3306
 FX3306                          STATION DESCRIPTION
 FX3306
 FX3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3306'THE NW CORNER UPRIGHT OF THE VIRGINIAN RAILWAY COAL PIER AT
 FX3306'SEWALLS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4564 ***********************************************************************
 HV4564  DESIGNATION -  COAL WHARF
 HV4564  PID         -  HV4564
 HV4564  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4564  USGS QUAD   -  ALEXANDRIA (1994)
 HV4564
 HV4564                         *CURRENT SURVEY CONTROL
 HV4564  ___________________________________________________________________
 HV4564* NAD 83(1993)-  38 48 51.16357(N)    077 02 11.00261(W)     ADJUSTED  
 HV4564* NAVD 88     -                                                        
 HV4564  ___________________________________________________________________
 HV4564  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 HV4564  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV4564
 HV4564  HORZ ORDER  -  THIRD
 HV4564
 HV4564.The horizontal coordinates were established by classical geodetic methods
 HV4564.and adjusted by the National Geodetic Survey in November 1994..
 HV4564
 HV4564
 HV4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4564
 HV4564.The geoid height was determined by GEOID03.
 HV4564
 HV4564;                    North         East     Units Scale Factor Converg.
 HV4564;SPC VA N     - 2,128,390.267 3,627,107.006   MT  0.99995426   +0 54 48.5
 HV4564;SPC VA N     - 6,982,893.73 11,899,933.57   sFT  0.99995426   +0 54 48.5
 HV4564;SPC MD       -   127,382.857   396,839.628   MT  0.99995042   -0 01 22.2
 HV4564;SPC MD       -   417,921.92  1,301,964.68   sFT  0.99995042   -0 01 22.2
 HV4564;UTM  18      - 4,298,129.649   323,197.178   MT  0.99998494   -1 16 36.2
 HV4564
 HV4564                          SUPERSEDED SURVEY CONTROL
 HV4564
 HV4564  NAD 83(1993)-  38 48 51.16206(N)    077 02 11.00456(W) AD(       ) 4
 HV4564  NAD 83(1986)-  38 48 51.16184(N)    077 02 11.01541(W) AD(       ) 4
 HV4564  NAD 27      -  38 48 50.75900(N)    077 02 12.09400(W) AD(       ) 3
 HV4564
 HV4564.Superseded values are not recommended for survey control.
 HV4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4564.See file dsdata.txt to determine how the superseded data were derived.
 HV4564
 HV4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2319798130(NAD 83)
 HV4564
 HV4564  HISTORY     - Date     Condition        Report By
 HV4564  HISTORY     - 1863     MONUMENTED       CGS
 HV4564  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4564
 HV4564                          STATION DESCRIPTION
 HV4564
 HV4564'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CHB)
 HV4564'STATION IS ON THE UPPER AND OUTER CORNER OF THE MOST NORTHERN
 HV4564'WHARF IN ALEXANDRIA USED AT PRESENT AS A COAL DEPOT.  THE
 HV4564'STATION WAS USED BY CAPTAIN PATTERSON, HIS SIGNAL WAS A
 HV4564'WHITEWASHED PILE IMMEDIATELY UNDER THE TRIANGULATION POINT.
 HV4564
 HV4564                          STATION RECOVERY (1996)
 HV4564
 HV4564'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6891 ***********************************************************************
 DF6891  DESIGNATION -  COALSONS
 DF6891  PID         -  DF6891
 DF6891  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6891  USGS QUAD   -  BELMONT (1983)
 DF6891
 DF6891                         *CURRENT SURVEY CONTROL
 DF6891  ___________________________________________________________________
 DF6891* NAD 83(1993)-  38 09 07.60140(N)    077 49 10.46733(W)     ADJUSTED  
 DF6891* NAVD 88     -       125.2    (meters)     411.     (feet)  GPS OBS   
 DF6891  ___________________________________________________________________
 DF6891  X           -   1,059,615.084 (meters)                     COMP
 DF6891  Y           -  -4,909,032.757 (meters)                     COMP
 DF6891  Z           -   3,918,792.376 (meters)                     COMP
 DF6891  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DF6891  ELLIP HEIGHT-          92.92  (meters)          (08/08/03) GPS OBS
 DF6891  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6891
 DF6891  HORZ ORDER  -  FIRST
 DF6891  ELLP ORDER  -  FOURTH    CLASS II
 DF6891
 DF6891.The horizontal coordinates were established by GPS observations
 DF6891.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6891
 DF6891.The orthometric height was determined by GPS observations and a
 DF6891.high-resolution geoid model.
 DF6891
 DF6891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6891
 DF6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6891
 DF6891.The ellipsoidal height was determined by GPS observations
 DF6891.and is referenced to NAD 83.
 DF6891
 DF6891.The geoid height was determined by GEOID03.
 DF6891
 DF6891;                    North         East     Units Scale Factor Converg.
 DF6891;SPC VA N     - 2,054,104.311 3,559,638.142   MT  0.99998116   +0 25 28.8
 DF6891;SPC VA N     - 6,739,173.89 11,678,579.47   sFT  0.99998116   +0 25 28.8
 DF6891;UTM  18      - 4,226,449.398   252,937.280   MT  1.00035183   -1 44 33.6
 DF6891
 DF6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6891!SPC VA N     -   0.99998542  x   0.99998116  =   0.99996658
 DF6891!UTM  18      -   0.99998542  x   1.00035183  =   1.00033724
 DF6891
 DF6891                          SUPERSEDED SURVEY CONTROL
 DF6891
 DF6891.No superseded survey control is available for this station.
 DF6891
 DF6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5293726449(NAD 83)
 DF6891_MARKER: DD = SURVEY DISK
 DF6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6891_STAMPING: COALSONS 2003
 DF6891_MARK LOGO: VA-177
 DF6891_PROJECTION: FLUSH
 DF6891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6891+STABILITY: SURFACE MOTION
 DF6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6891+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6891
 DF6891  HISTORY     - Date     Condition        Report By
 DF6891  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6891
 DF6891                          STATION DESCRIPTION
 DF6891
 DF6891'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6891'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6891'THE STATION IS
 DF6891'ABOUT 22 MILES SOUTHWEST OF FREDERICKSBURG, 13 MILES SOUTHWEST OF THE
 DF6891'SPOTSYLVANIA
 DF6891'COUNTY COURTHOUSE AND 17 MILES SOUTHEAST OF ORANGE.  THE STATION IS IN
 DF6891'THE NORTHEAST
 DF6891'CORNER OF THE INTERSECTION OF STATE ROUTE 601 (LAWYERS ROAD) AND
 DF6891'COALSONS LANE.
 DF6891' 
 DF6891'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6891'ROAD) AND US
 DF6891'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6891'ROUTE 606 FOR
 DF6891'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6891'ON STATE ROUTE 208
 DF6891'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6891'(BLOCKHOUSE ROAD).  CONTINUE
 DF6891'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6891'INTERSECTION.  TURN LEFT
 DF6891'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6891'STATE ROUTE 602
 DF6891'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6891'SOUTHWESTERLY ON STATE
 DF6891'ROUTE 208 FOR 4.8 KM (3.0 MILES) TO AN INTERSECTION.  TURN RIGHT AND
 DF6891'GO NORTHWESTERLY ON
 DF6891'STATE ROUTE 601 (LAWYERS ROAD) FOR 6.4 KM (4.0 MILES) TO THE
 DF6891'INTERSECTION WITH COALSONS
 DF6891'LANE AND THE STATION ON THE RIGHT.
 DF6891' 
 DF6891'THE STATION IS 8.9 METERS (29.3 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF6891'340 DEGREES) OF A
 DF6891'COALSONS LANE SIGN POST, 5.9 METERS (19.5 FEET) SOUTHWEST (MAGNETIC
 DF6891'BEARING OF 210
 DF6891'DEGREES) OF A TELEPHONE PEDESTAL WITH THE NUMBER 18-0L/0-6, 4.9 METERS
 DF6891'(16.2 FEET)
 DF6891'SOUTHWEST (MAGNETIC BEARING OF 235 DEGREES) OF A SPOTSYLVANIA COUNTY
 DF6891'WITNESS POST, 4.4
 DF6891'METERS (14.5 FEET) NORTHEAST OF THE EDGE OF PAVEMENT OF LAWYERS ROAD
 DF6891'(STATE ROUTE 601),
 DF6891'3.1 METERS (10.0 FEET) NORTHWEST FROM THE EDGE OF COALSONS LANE, AND
 DF6891'2.7 METERS (9.0 FEET)
 DF6891'NORTHEAST (MAGNETIC BEARING OF 70 DEGREES) OF MAILBOX 13900 COALSONS
 DF6891'LANE.  THE STATION
 DF6891'IS A 3-1/2 INCH SPOTSYLVANIA COUNTY, VA,  ALUMINUM SURVEY DISK SET
 DF6891'INTO A POURED IN PLACE
 DF6891'CONCRETE MONUMENT 8 INCHES IN DIAMETER FLUSH WITH THE GROUND SURFACE
 DF6891'AND STAMPED
 DF6891'COALSONS 2003.
 DF6891' 
 DF6891' 
 DF6891'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1648 ***********************************************************************
 FW1648  DESIGNATION -  COAST GUARD STA 163 ARMY TOWER
 FW1648  PID         -  FW1648
 FW1648  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1648  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1648
 FW1648                         *CURRENT SURVEY CONTROL
 FW1648  ___________________________________________________________________
 FW1648* NAD 83(1993)-  36 47 15.64248(N)    075 57 32.21187(W)     ADJUSTED  
 FW1648* NAVD 88     -                                                        
 FW1648  ___________________________________________________________________
 FW1648  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FW1648  GEOID HEIGHT-         -37.88  (meters)                     GEOID03
 FW1648
 FW1648  HORZ ORDER  -  THIRD
 FW1648
 FW1648.The horizontal coordinates were established by classical geodetic methods
 FW1648.and adjusted by the National Geodetic Survey in September 1995..
 FW1648
 FW1648
 FW1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1648
 FW1648.The geoid height was determined by GEOID03.
 FW1648
 FW1648;                    North         East     Units Scale Factor Converg.
 FW1648;SPC VA S     - 1,053,473.088 3,726,782.416   MT  0.99999625   +1 32 32.0
 FW1648;SPC VA S     - 3,456,269.62 12,226,951.98   sFT  0.99999625   +1 32 32.0
 FW1648;UTM  18      - 4,071,748.081   414,438.807   MT  0.99969019   -0 34 27.5
 FW1648
 FW1648:                Primary Azimuth Mark                     Grid Az
 FW1648:SPC VA S     -  VIRGINIA BEACH WATER TANK                334 20 52.4
 FW1648:UTM  18      -  VIRGINIA BEACH WATER TANK                336 27 51.9
 FW1648
 FW1648|---------------------------------------------------------------------|
 FW1648| PID    Reference Object                     Distance      Geod. Az  |
 FW1648|                                                           dddmmss.s |
 FW1648| FW1674 VIRGINIA BEACH WATER TANK           APPROX. 6.7 KM 3355324.4 |
 FW1648| FW1672 VIRGINIA BEACH OLD WIRELESS TR      APPROX. 6.5 KM 3410454.6 |
 FW1648|---------------------------------------------------------------------|
 FW1648
 FW1648                          SUPERSEDED SURVEY CONTROL
 FW1648
 FW1648  NAD 83(1986)-  36 47 15.64922(N)    075 57 32.24750(W) AD(       ) 4
 FW1648  NAD 27      -  36 47 15.11000(N)    075 57 33.50100(W) AD(       ) 3
 FW1648
 FW1648.Superseded values are not recommended for survey control.
 FW1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1648.See file dsdata.txt to determine how the superseded data were derived.
 FW1648
 FW1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1443971748(NAD 83)
 FW1648_MARKER: 55 = TOWER
 FW1648
 FW1648  HISTORY     - Date     Condition        Report By
 FW1648  HISTORY     - 1922     FIRST OBSERVED   CGS
 FW1648
 FW1648                          STATION DESCRIPTION
 FW1648
 FW1648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1633 ***********************************************************************
 FW1633  DESIGNATION -  COAST GUARD STATION 164 FP
 FW1633  PID         -  FW1633
 FW1633  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1633  USGS QUAD   -  NORTH BAY (1986)
 FW1633
 FW1633                         *CURRENT SURVEY CONTROL
 FW1633  ___________________________________________________________________
 FW1633* NAD 83(1993)-  36 41 39.70134(N)    075 55 21.79011(W)     ADJUSTED  
 FW1633* NAVD 88     -                                                        
 FW1633  ___________________________________________________________________
 FW1633  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 FW1633  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW1633
 FW1633  HORZ ORDER  -  THIRD
 FW1633
 FW1633.The horizontal coordinates were established by classical geodetic methods
 FW1633.and adjusted by the National Geodetic Survey in September 1995..
 FW1633
 FW1633
 FW1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1633
 FW1633.The geoid height was determined by GEOID03.
 FW1633
 FW1633;                    North         East     Units Scale Factor Converg.
 FW1633;SPC VA S     - 1,043,208.900 3,730,297.581   MT  1.00001391   +1 33 51.2
 FW1633;SPC VA S     - 3,422,594.53 12,238,484.65   sFT  1.00001391   +1 33 51.2
 FW1633;UTM  18      - 4,061,364.402   417,571.585   MT  0.99968371   -0 33 05.0
 FW1633
 FW1633                          SUPERSEDED SURVEY CONTROL
 FW1633
 FW1633  NAD 83(1986)-  36 41 39.70853(N)    075 55 21.82172(W) AD(       ) 4
 FW1633  NAD 27      -  36 41 39.23400(N)    075 55 23.12100(W) AD(       ) 3
 FW1633
 FW1633.Superseded values are not recommended for survey control.
 FW1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1633.See file dsdata.txt to determine how the superseded data were derived.
 FW1633
 FW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1757261364(NAD 83)
 FW1633_MARKER: 62 = FLAGPOLE
 FW1633
 FW1633  HISTORY     - Date     Condition        Report By
 FW1633  HISTORY     - 1922     FIRST OBSERVED   CGS
 FW1633
 FW1633                          STATION DESCRIPTION
 FW1633
 FW1633'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1634 ***********************************************************************
 FW1634  DESIGNATION -  COAST GUARD STATION 194 CUP
 FW1634  PID         -  FW1634
 FW1634  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1634  USGS QUAD   -  NORTH BAY (1986)
 FW1634
 FW1634                         *CURRENT SURVEY CONTROL
 FW1634  ___________________________________________________________________
 FW1634* NAD 83(1993)-  36 41 39.22734(N)    075 55 23.04640(W)     ADJUSTED  
 FW1634* NAVD 88     -                                                        
 FW1634  ___________________________________________________________________
 FW1634  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 FW1634  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 FW1634
 FW1634  HORZ ORDER  -  THIRD
 FW1634
 FW1634.The horizontal coordinates were established by classical geodetic methods
 FW1634.and adjusted by the National Geodetic Survey in September 1995..
 FW1634
 FW1634
 FW1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1634
 FW1634.The geoid height was determined by GEOID03.
 FW1634
 FW1634;                    North         East     Units Scale Factor Converg.
 FW1634;SPC VA S     - 1,043,193.443 3,730,266.805   MT  1.00001394   +1 33 50.4
 FW1634;SPC VA S     - 3,422,543.82 12,238,383.68   sFT  1.00001394   +1 33 50.4
 FW1634;UTM  18      - 4,061,350.096   417,540.270   MT  0.99968377   -0 33 05.8
 FW1634
 FW1634                          SUPERSEDED SURVEY CONTROL
 FW1634
 FW1634  NAD 83(1986)-  36 41 39.23455(N)    075 55 23.07802(W) AD(       ) 4
 FW1634  NAD 27      -  36 41 38.74100(N)    075 55 24.36800(W) AD(       ) 3
 FW1634
 FW1634.Superseded values are not recommended for survey control.
 FW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1634.See file dsdata.txt to determine how the superseded data were derived.
 FW1634
 FW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1754061350(NAD 83)
 FW1634_MARKER: 86 = CUPOLA
 FW1634
 FW1634  HISTORY     - Date     Condition        Report By
 FW1634  HISTORY     - 1922     FIRST OBSERVED   CGS
 FW1634
 FW1634                          STATION DESCRIPTION
 FW1634
 FW1634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5186 ***********************************************************************
 HV5186  DESIGNATION -  COB
 HV5186  PID         -  HV5186
 HV5186  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5186  USGS QUAD   -  FAIRFAX (1994)
 HV5186
 HV5186                         *CURRENT SURVEY CONTROL
 HV5186  ___________________________________________________________________
 HV5186* NAD 83(1993)-  38 50 42.47543(N)    077 18 34.31843(W)     ADJUSTED  
 HV5186* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 HV5186  ___________________________________________________________________
 HV5186  X           -   1,092,762.682 (meters)                     COMP
 HV5186  Y           -  -4,852,734.966 (meters)                     COMP
 HV5186  Z           -   3,979,039.192 (meters)                     COMP
 HV5186  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HV5186  ELLIP HEIGHT-         156.03  (meters)          (05/17/02) GPS OBS
 HV5186  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV5186
 HV5186  HORZ ORDER  -  FIRST
 HV5186  ELLP ORDER  -  FOURTH    CLASS II
 HV5186
 HV5186.The horizontal coordinates were established by classical geodetic methods
 HV5186.and adjusted by the National Geodetic Survey in November 1994..
 HV5186
 HV5186.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5186
 HV5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5186
 HV5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5186
 HV5186.The ellipsoidal height was determined by GPS observations
 HV5186.and is referenced to NAD 83.
 HV5186
 HV5186.The geoid height was determined by GEOID03.
 HV5186
 HV5186;                    North         East     Units Scale Factor Converg.
 HV5186;SPC VA N     - 2,131,479.420 3,603,342.896   MT  0.99995626   +0 44 34.8
 HV5186;SPC VA N     - 6,993,028.73 11,821,967.48   sFT  0.99995626   +0 44 34.8
 HV5186;UTM  18      - 4,302,125.443   299,566.577   MT  1.00009472   -1 26 56.6
 HV5186
 HV5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5186!SPC VA N     -   0.99997552  x   0.99995626  =   0.99993178
 HV5186!UTM  18      -   0.99997552  x   1.00009472  =   1.00007024
 HV5186
 HV5186|---------------------------------------------------------------------|
 HV5186| PID    Reference Object                     Distance      Geod. Az  |
 HV5186|                                                           dddmmss.s |
 HV5186| HV5188 FAIRFAX TRURO EPIS CH CUPOLA        287.992 METERS 01142     |
 HV5186| HV5185 FAIRFAX METH CH SPIRE               APPROX. 1.5 KM 0213457.3 |
 HV5186| HV4864 PEACH GROVE 3                       APPROX.10.8 KM 0392840.2 |
 HV5186| HV5183 FAIRFAX ST LEOS CH CROSS            APPROX. 1.5 KM 0493359.6 |
 HV5186| HV5189 FAIRFAX CTHSE CUPOLA                202.280 METERS 07428     |
 HV5186| DC6956 KENWOOD APARTMENT ROOF NE CORNER                   10645     |
 HV5186| DC7152 SE CORNER                             7.547 METERS 14825     |
 HV5186| HV5190 FAIRFAX POLICE RAD MAST             190.032 METERS 26124     |
 HV5186| HV5195 FAIRFAX BAP CH SPIRE                APPROX. 1.0 KM 3093144.3 |
 HV5186| HV5178 FAIRFAX RAD STA WEEL W MAST         APPROX. 1.0 KM 3254824.2 |
 HV5186| HV5184 FAIRFAX RAD STA WEEL E MAST         APPROX. 0.9 KM 3290636.7 |
 HV5186|---------------------------------------------------------------------|
 HV5186
 HV5186                          SUPERSEDED SURVEY CONTROL
 HV5186
 HV5186  ELLIP H (11/14/94)  155.96   (m)                       GP(       ) 4 2
 HV5186  NAD 83(1993)-  38 50 42.47434(N)    077 18 34.32331(W) AD(       ) 1
 HV5186  NAD 83(1986)-  38 50 42.47454(N)    077 18 34.33129(W) AD(       ) 1
 HV5186  NAD 27      -  38 50 42.07073(N)    077 18 35.38317(W) AD(       ) 1
 HV5186  NGVD 29 (07/19/86)  188.2    (m)          617.     (f) VERT ANG       
 HV5186
 HV5186.Superseded values are not recommended for survey control.
 HV5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5186.See file dsdata.txt to determine how the superseded data were derived.
 HV5186
 HV5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9956702125(NAD 83)
 HV5186_MARKER: DD = SURVEY DISK
 HV5186_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV5186+WITH SETTING: PAVEMENT
 HV5186_SP_SET: MAT FOUNDATION OR CONCRETE SLA
 HV5186_STAMPING: COB 1969
 HV5186_MARK LOGO: CGS   
 HV5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5186+STABILITY: SURFACE MOTION
 HV5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5186+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV5186
 HV5186  HISTORY     - Date     Condition        Report By
 HV5186  HISTORY     - 1969     MONUMENTED       CGS
 HV5186  HISTORY     - 1969     GOOD             CGS
 HV5186  HISTORY     - 1975     GOOD             VA-059
 HV5186  HISTORY     - 19911010 GOOD             MSI
 HV5186
 HV5186                          STATION DESCRIPTION
 HV5186
 HV5186'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5186'THE STATION IS ON THE TOP OF THE TOWER BUILDING IN FAIRFAX, WHICH IS
 HV5186'LOCATED ON COURTHOUSE ROAD ABOUT 0.1 MILE WEST OF STATE HIGHWAY 123,
 HV5186'0.1 MILE SOUTH OF STATE HIGHWAY 236, AND IS THE TALLEST STRUCTURE
 HV5186'IN FAIRFAX.
 HV5186'
 HV5186'THE STATION MARK IS A STANDARD DISK, STAMPED COB 1969, CEMENTED IN A
 HV5186'DRILL HOLE IN THE CONCRETE LANDING OF THE STAIRWAY LEADING TO THE
 HV5186'ROOF OF THE BUILDING.  IT IS 1.6 FEET WEST OF THE WEST WALL OF THE
 HV5186'ELEVATOR SHAFT, 0.6 FEET NORTH OF THE CENTER OF A DRAIN, AND ABOUT 5
 HV5186'FEET LOWER IN ELEVATION THAN THE HIGHEST PART OF THE ROOF.
 HV5186'
 HV5186'REFERENCE POINT 1 IS THE TIP OF AN 18-INCH LONG ALUMINUM LIGHTNING
 HV5186'ROD, 1 INCH IN DIAMETER, THAT PROJECTS 1 FOOT ABOVE THE ROOF OF THE
 HV5186'ELEVATOR SHAFT.  IT IS FIXED TO THE EAST WALL OF THE SHAFT, 1.1
 HV5186'FEET SOUTH OF THE NORTHEAST CORNER OF THE SHAFT, AND ABOUT 6 FEET
 HV5186'HIGHER IN ELEVATION THAN THE STATION.
 HV5186'
 HV5186'REFERENCE POINT 2 IS THE TIP OF AN 18-INCH LONG ALUMINUM LIGHTNING
 HV5186'ROD, 1 INCH IN DIAMETER, THAT PROJECTS 1 FOOT ABOVE THE ROOF OF THE
 HV5186'ELEVATOR SHAFT.  IT IS FIXED TO THE EAST WALL OF THE SHAFT, 0.6
 HV5186'FOOT NORTH OF THE SOUTHEAST CORNER OF THE SHAFT, AND ABOUT 6 FEET
 HV5186'HIGHER IN ELEVATION THAN THE STATION.
 HV5186
 HV5186                          STATION RECOVERY (1969)
 HV5186
 HV5186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV5186'RECOVERED IN GOOD CONDITION.
 HV5186
 HV5186                          STATION RECOVERY (1975)
 HV5186
 HV5186'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5186'THE STATION AND ALL REFERENCE POINTS WERE RECOVERED IN GOOD CONDITION,
 HV5186'SEE FAIRFAX COUNTY TAX MAP 57-4, REVISED TO 1-1-76.
 HV5186
 HV5186                          STATION RECOVERY (1991)
 HV5186
 HV5186'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV5186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4035 ***********************************************************************
 FX4035  DESIGNATION -  COBB
 FX4035  PID         -  FX4035
 FX4035  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4035  USGS QUAD   -  SMITHFIELD (1989)
 FX4035
 FX4035                         *CURRENT SURVEY CONTROL
 FX4035  ___________________________________________________________________
 FX4035* NAD 83(1993)-  36 57 51.74235(N)    076 41 32.03525(W)     ADJUSTED  
 FX4035* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 FX4035  ___________________________________________________________________
 FX4035  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 FX4035  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 FX4035
 FX4035  HORZ ORDER  -  SECOND
 FX4035
 FX4035.The horizontal coordinates were established by classical geodetic methods
 FX4035.and adjusted by the National Geodetic Survey in September 1995..
 FX4035
 FX4035.The orthometric height was scaled from a topographic map.
 FX4035
 FX4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4035
 FX4035.The geoid height was determined by GEOID03.
 FX4035
 FX4035;                    North         East     Units Scale Factor Converg.
 FX4035;SPC VA S     - 1,071,570.443 3,660,972.827   MT  0.99997000   +1 05 49.8
 FX4035;SPC VA S     - 3,515,644.03 12,011,041.68   sFT  0.99997000   +1 05 49.8
 FX4035;UTM  18      - 4,092,258.092   349,355.510   MT  0.99987957   -1 01 03.9
 FX4035
 FX4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4035!SPC VA S     -   1.00000158  x   0.99997000  =   0.99997158
 FX4035!UTM  18      -   1.00000158  x   0.99987957  =   0.99988115
 FX4035
 FX4035|---------------------------------------------------------------------|
 FX4035| PID    Reference Object                     Distance      Geod. Az  |
 FX4035|                                                           dddmmss.s |
 FX4035| DC8738 COBB RM 1                            52.114 METERS 03715     |
 FX4035| FX4038 SMITHFIELD MUNICIPAL TANK           APPROX. 5.2 KM 0690757.8 |
 FX4035| DC8740 COBB RM 3                            14.432 METERS 11509     |
 FX4035| DC8739 COBB RM 2                            40.803 METERS 12019     |
 FX4035| DC8741 COBB RM 4                            14.493 METERS 24901     |
 FX4035| DC8737 COBB AZ MK                                         3401140.0 |
 FX4035|---------------------------------------------------------------------|
 FX4035
 FX4035                          SUPERSEDED SURVEY CONTROL
 FX4035
 FX4035  NAD 83(1986)-  36 57 51.74753(N)    076 41 32.06300(W) AD(       ) 2
 FX4035  NAD 27      -  36 57 51.21000(N)    076 41 33.21800(W) AD(       ) 2
 FX4035
 FX4035.Superseded values are not recommended for survey control.
 FX4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4035.See file dsdata.txt to determine how the superseded data were derived.
 FX4035
 FX4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4935692258(NAD 83)
 FX4035_MARKER: DS = TRIANGULATION STATION DISK
 FX4035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4035
 FX4035  HISTORY     - Date     Condition        Report By
 FX4035  HISTORY     - 1944     MONUMENTED       CGS
 FX4035  HISTORY     - 1944     GOOD             CGS
 FX4035  HISTORY     - 1960     GOOD             CGS
 FX4035  HISTORY     - 20010331 GOOD             NGS
 FX4035
 FX4035                          STATION DESCRIPTION
 FX4035
 FX4035'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4035'STATION IS LOCATED ABOUT 3 MILES WSW OF THE TOWN OF SMITHFIELD
 FX4035'AND ON PROPERTY OWNED BY MR. C.H.COBB.  IT IS IN THE SW CORNER
 FX4035'OF A BARNYARD, 19-1/2 FEET N OF A WOODEN FENCE ALONG THE HIGHWAY,
 FX4035'58 FEET E OF THE W FENCE OF THE BARNYARD, AND 52 FEET NW OF THE
 FX4035'W POST OF THE BARNYARD GATE.  IT IS STAMPED COBB 1944 AND IS
 FX4035'FLUSH WITH GROUND.
 FX4035'
 FX4035'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FX4035'DISKS SET IN CONCRETE.
 FX4035'
 FX4035'REFERENCE MARK 1 IS NE OF THE STATION AND 2-1/2 FEET W OF A
 FX4035'FENCELINE BETWEEN THE BARN AND HOUSE YARD.  IT IS STAMPED COBB
 FX4035'NO 1 1944 AND IS FLUSH WITH THE GROUND.
 FX4035'
 FX4035'REFERENCE MARK 2 IS SE OF THE STATION, 22 FEET S OF THE CENTER
 FX4035'LINE OF HIGHWAY, 14 FEET W BY S OF A TELEPHONE POLE, AND 1
 FX4035'FOOT N OF A FENCELINE.  IT IS STAMPED COBB NO 2 1944 AND
 FX4035'PROJECTS ABOUT 6 INCHES.
 FX4035'
 FX4035'AZIMUTH MARK IS NNW OF THE STATION, IN A PASTURE, 36 FEET E
 FX4035'OF THE CENTER LINE OF A DIRT ROAD, 2-1/2 FEET E OF A FENCE, AND
 FX4035'3 FEET SE OF A GATEPOST.  IT IS STAMPED COBB 1944 AND PROJECTS
 FX4035'ABOUT 1 FOOT.  TO REACH FROM THE STATION, GO W 0.05 MILE TO A
 FX4035'ROAD FORK, TAKE THE RIGHT FORK AND GO 0.35 MILE TO A GATE ON THE
 FX4035'RIGHT AND THE MARK.
 FX4035'
 FX4035'TO REACH STATION FROM THE POST OFFICE IN SMITHFIELD, GO SW
 FX4035'ON STATE HIGHWAY 258 FOR 2.3 MILES TO A CROSS ROAD (STATE ROAD
 FX4035'620).  TURN RIGHT AND FOLLOW ROAD 620 W FOR 1.6 MILES TO THE COBB
 FX4035'FARM HOME ON THE RIGHT AND THE STATION.  THIS IS 0.05 MILE BEFORE
 FX4035'REACHING A ROAD FORK.
 FX4035'
 FX4035'A 90-FOOT TOWER WAS USED.
 FX4035
 FX4035                          STATION RECOVERY (1944)
 FX4035
 FX4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX4035'STATION RECOVERED IN GOOD CONDITION EXCEPT DISK AND TOP OF
 FX4035'AZIMUTH MARK WERE MISSING.  DESCRIPTION IS ADEQUATE.
 FX4035
 FX4035                          STATION RECOVERY (1960)
 FX4035
 FX4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4035'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 FX4035'WAS FOUND LEANING SLIGHTLY BUT IS FIRM IN THE GROUND AND WAS
 FX4035'USED AS A REFERENCE MARK FOR THE STATION.  REFERENCE MARK NO. 2
 FX4035'AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  TWO NEW REFERENCE
 FX4035'MARKS NOS. 3 AND 4 WERE SET AT THIS TIME.  A COMPLETE NEW
 FX4035'DESCRIPTION FOLLOWS--
 FX4035'
 FX4035'STATION IS LOCATED ABOUT 3 MILES WEST OF SMITHFIELD ON PROPERTY
 FX4035'OWNED BY C.H.COBB.  IT IS IN THE SOUTHWEST CORNER OF THE BARNYARD,
 FX4035'58.5 FEET SOUTH OF A POWER POLE, 58 FEET NORTHEAST OF A FENCE
 FX4035'CORNER, 58 FEET NORTHWEST OF THE CENTER OF THE GATE, 44 FEET NORTH
 FX4035'OF THE CENTER OF STATE ROAD 620.  THE MARK IS FLUSH WITH THE
 FX4035'GROUND AND THE DISK IS STAMPED COBB 1944.
 FX4035'
 FX4035'REFERENCE MARK NO. 1 IS IN THE CENTER OF THE FIELD, 160.5 FEET
 FX4035'NORTH OF A BOARD FENCE ON THE NORTH SIDE OF THE HIGHWAY AND 79.0
 FX4035'FEET EAST OF THE CENTER OF THE DRIVE LEADING TO THE BARNS.
 FX4035'THE MARK IS ABOUT 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 FX4035'COBB NO 1 1944.    NOTE--THIS MARK IS LEANING SLIGHTLY
 FX4035'TOWARDS THE STATION.
 FX4035'
 FX4035'REFERENCE MARK NO. 3 IS 26 FEET NORTH OF THE CENTER OF THE ROAD,
 FX4035'11.5 FEET WEST OF THE CENTER OF THE GATE AND 1 FOOT NORTH OF
 FX4035'THE BOARD FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FX4035'IS STAMPED COBB NO 3 1944.
 FX4035'
 FX4035'REFERENCE MARK NO. 4 IS IN THE BOARD FENCE, 26 FEET NORTH OF THE
 FX4035'CENTER OF THE ROAD, 12 FEET EAST OF THE FENCE CORNER, 7 FEET
 FX4035'EAST OF A 20 INCH CEDAR TREE AND 1 FOOT NORTH OF A CGS WITNESS
 FX4035'SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX4035'COBB NO 4 1944.
 FX4035'
 FX4035'TO REACH FROM THE POST OFFICE IN SMITHFIELD, GO SOUTHWEST ON
 FX4035'STATE HIGHWAY 258 FOR 2.3 MILES TO SECONDARY STATE ROAD 620.
 FX4035'TURN RIGHT ON ROAD 620 AND GO 1.6 MILE TO THE COBB FARM ON THE
 FX4035'RIGHT AND STATION AS DESCRIBED.
 FX4035
 FX4035                          STATION RECOVERY (2001)
 FX4035
 FX4035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX4035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1004 ***********************************************************************
 FW1004  DESIGNATION -  COBB 3
 FW1004  PID         -  FW1004
 FW1004  STATE/COUNTY-  VA/NORTHAMPTON
 FW1004  USGS QUAD   -  COBB ISLAND (1989)
 FW1004
 FW1004                         *CURRENT SURVEY CONTROL
 FW1004  ___________________________________________________________________
 FW1004* NAD 83(1993)-  37 17 54.61634(N)    075 46 42.88360(W)     ADJUSTED  
 FW1004* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1004  ___________________________________________________________________
 FW1004  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FW1004  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FW1004
 FW1004  HORZ ORDER  -  THIRD
 FW1004
 FW1004.The horizontal coordinates were established by classical geodetic methods
 FW1004.and adjusted by the National Geodetic Survey in September 1995..
 FW1004
 FW1004.The orthometric height was scaled from a topographic map.
 FW1004
 FW1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1004
 FW1004.The geoid height was determined by GEOID03.
 FW1004
 FW1004;                    North         East     Units Scale Factor Converg.
 FW1004;SPC VA S     - 1,110,586.884 3,741,241.603   MT  0.99994612   +1 39 06.1
 FW1004;SPC VA S     - 3,643,650.47 12,274,390.16   sFT  0.99994612   +1 39 06.1
 FW1004;UTM  18      - 4,128,271.395   430,996.299   MT  0.99965865   -0 28 18.5
 FW1004
 FW1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1004!SPC VA S     -   1.00000555  x   0.99994612  =   0.99995167
 FW1004!UTM  18      -   1.00000555  x   0.99965865  =   0.99966420
 FW1004
 FW1004:                Primary Azimuth Mark                     Grid Az
 FW1004:SPC VA S     -  COBB ISLAND COAST GUARD CUPOLA           012 59 36.2
 FW1004:UTM  18      -  COBB ISLAND COAST GUARD CUPOLA           015 07 00.8
 FW1004
 FW1004|---------------------------------------------------------------------|
 FW1004| PID    Reference Object                     Distance      Geod. Az  |
 FW1004|                                                           dddmmss.s |
 FW1004| FW1003 COBB ISLAND COAST GUARD CUPOLA      425.860 METERS 0143842.3 |
 FW1004| DC7927 COBB 3 RM 1                           9.570 METERS 03051     |
 FW1004| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.12.9 KM 0323504.6 |
 FW1004| DC7928 COBB 3 RM 2                          10.430 METERS 21451     |
 FW1004|---------------------------------------------------------------------|
 FW1004
 FW1004                          SUPERSEDED SURVEY CONTROL
 FW1004
 FW1004  NAD 83(1993)-  37 17 54.61719(N)    075 46 42.87560(W) AD(       ) 3
 FW1004  NAD 83(1986)-  37 17 54.61923(N)    075 46 42.92286(W) AD(       ) 3
 FW1004  NAD 27      -  37 17 54.11522(N)    075 46 44.19639(W) AD(       ) 3
 FW1004
 FW1004.Superseded values are not recommended for survey control.
 FW1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1004.See file dsdata.txt to determine how the superseded data were derived.
 FW1004
 FW1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3099628271(NAD 83)
 FW1004_MARKER: DS = TRIANGULATION STATION DISK
 FW1004_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1004_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1004
 FW1004  HISTORY     - Date     Condition        Report By
 FW1004  HISTORY     - 1910     MONUMENTED       CGS
 FW1004  HISTORY     - 1933     GOOD             CGS
 FW1004  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1004  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1004  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1004
 FW1004                          STATION DESCRIPTION
 FW1004
 FW1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW1004'AFTER LEARNING FROM JACK ANDREWS, KEEPER OF THE LIFE SAVING
 FW1004'STATION ON THE SOUTHERN END OF COBBS ISLAND, WHO HAS BEEN
 FW1004'ON THE ISLAND 43 YEARS, AND MR. ELKANAH BRACKETT COBB, AGED
 FW1004'45, WHO WAS BORN AND RAISED ON THE ISLAND, THAT COBB 2, MARR,
 FW1004'1887, WAS WASHED AWAY BY THE NE STORM OF OCTOBER 1897, A
 FW1004'NEW POSITION WAS SELECTED FOR COBB 3, 1910, APRIL 28, 1910.
 FW1004'
 FW1004'THE SAME STORM CARRIED AWAY THE LARGE HOTEL AND COTTAGES
 FW1004'AND THE GROUND ON WHICH THE ORIGINAL LIFE SAVING STATION
 FW1004'WAS LOCATED.  THE STORM ERODED ABOUT 600 YARDS OF SHORE AND
 FW1004'THE POINT WHERE COBB 2 WAS LOCATED IS NOW ABOUT 600 METERS
 FW1004'FROM THE SHORE LINE OUT IN SAND SHOAL CHANNEL.
 FW1004'
 FW1004'STATION IS LOCATED ON THE WESTERN SHORE OF THE PENINSULA
 FW1004'AT THE SOUTHERN END OF COBBS ISLAND ABOUT 20 METERS FROM
 FW1004'HIGH WATER ON THE LONE CHANNEL SIDE AND ABOUT 700 METERS
 FW1004'FROM THE BEACH ON THE OCEAN SIDE OF THE PENINSULA AND ABOUT
 FW1004'200 METERS NORTHWARD FROM THE EXTREME SOUTHERN END OF COBBS
 FW1004'ISLAND.  FROM THE EXTREME SOUTHERN POINT OF COBBS ISLAND,
 FW1004'EXTENDING ALONG THE OCEAN BEACH INSIDE OF HIGH-WATER MARK
 FW1004'IS A REMARKABLE RIDGE OF OYSTER SHELLS ABOUT 2-1/2 MILES
 FW1004'LONG WITH AN AVERAGE HEIGHT OF 8 FEET, CONTAINING THOUSANDS
 FW1004'OF BUSHELS OF SHELLS.  STATION IS LOCATED ON A SAND HILL
 FW1004'ABOUT 2 FEET ABOVE HIGH-WATER MARK AND SIGNAL ERECTED IS
 FW1004'OF THE SAME CLASS AS THAT PUT UP AT HAULOVER 2, HEIGHT 30
 FW1004'FEET.
 FW1004'
 FW1004'STATION WAS MARKED BY A 4-INCH DRAIN TILE SET IN CEMENT,
 FW1004'FLANGE END DOWN.  TILE IS 2-1/2 FEET LONG AND THE TOP END
 FW1004'IS FLUSH WITH THE SURFACE OF THE GROUND.  IN THE CENTER OF
 FW1004'THE TILE THE USUAL BRASS STATION MARK WAS SET IN CEMENT.
 FW1004'SUBSURFACE MARK CONSISTS OF A QUART BOTTLE CENTERED 3 FEET
 FW1004'BELOW THE SURFACE OF THE GROUND AND SET IN CEMENT.
 FW1004'
 FW1004'REFERENCE MARKS CONSIST OF 3-INCH DRAIN TILE SET IN CEMENT,
 FW1004'TOP FLUSH WITH THE SURFACE OF THE GROUND, IN THE CENTER OF
 FW1004'WHICH, SET IN CEMENT, IS A SMALL (2 OUNCE) BOTTLE.  BOTTLE
 FW1004'OF SAME SIZE WAS ALSO USED FOR SUBSURFACE MARK AND CENTERED
 FW1004'ABOUT 2 FEET 9 INCHES BELOW THE SURFACE.
 FW1004'
 FW1004'THREE PINE STUBS AROUND STATION MARK, USED TO SUPPORT THEODOLITE,
 FW1004'WERE LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.
 FW1004
 FW1004                          STATION RECOVERY (1933)
 FW1004
 FW1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1004'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 FW1004
 FW1004                          STATION RECOVERY (1934)
 FW1004
 FW1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1004'NO TRACE OF THE STATION OR REFERENCE MARKS COULD BE FOUND
 FW1004'AFTER A THOROUGH SEARCH IN THE VICINITY.  MEMBERS OF THE
 FW1004'COBB ISLAND COAST GUARD POINTED OUT THE APPROXIMATE LOCATION
 FW1004'OF THE STATION, BUT STATED THAT IT HAD NOT BEEN SEEN SINCE
 FW1004'THE STORM OF AUGUST 1933.  THE SOUTHERN END OF COBB ISLAND
 FW1004'WAS BADLY WASHED IN THE STORM, AND THE MARKS WERE EITHER WASHED
 FW1004'OUT OR COVERED WITH SAND TO A CONSIDERABLE DEPTH.  A LARGE
 FW1004'AREA WAS DUG OVER TO A DEPTH OF ABOUT 3 FEET.
 FW1004
 FW1004                          STATION RECOVERY (1942)
 FW1004
 FW1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1004'THIS STATION COULD NOT BE LOCATED WITHOUT A DESCRIPTION.
 FW1004'SEVERAL MEMBERS OF THE U.S. COAST GUARD STATION ON COBB
 FW1004'ISLAND WERE QUESTIONED ABOUT THIS STATION WITHOUT SUCCESS.
 FW1004'
 FW1004'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 FW1004
 FW1004                          STATION RECOVERY (1962)
 FW1004
 FW1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1004'STATION WAS NOT RECOVERED.  THIS POINT HAS BEEN WASHED AWAY
 FW1004'MANY TIMES AND STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1002 ***********************************************************************
 FW1002  DESIGNATION -  COBB IS COAST GUARD STA FLAG
 FW1002  PID         -  FW1002
 FW1002  STATE/COUNTY-  VA/NORTHAMPTON
 FW1002  USGS QUAD   -  COBB ISLAND (1989)
 FW1002
 FW1002                         *CURRENT SURVEY CONTROL
 FW1002  ___________________________________________________________________
 FW1002* NAD 83(1993)-  37 18 16.32829(N)    075 46 34.79406(W)     ADJUSTED  
 FW1002* NAVD 88     -                                                        
 FW1002  ___________________________________________________________________
 FW1002  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FW1002  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FW1002
 FW1002  HORZ ORDER  -  THIRD
 FW1002
 FW1002.The horizontal coordinates were established by classical geodetic methods
 FW1002.and adjusted by the National Geodetic Survey in September 1995..
 FW1002
 FW1002
 FW1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1002
 FW1002.The geoid height was determined by GEOID03.
 FW1002
 FW1002;                    North         East     Units Scale Factor Converg.
 FW1002;SPC VA S     - 1,111,261.665 3,741,421.434   MT  0.99994600   +1 39 11.0
 FW1002;SPC VA S     - 3,645,864.31 12,274,980.15   sFT  0.99994600   +1 39 11.0
 FW1002;UTM  18      - 4,128,938.857   431,200.952   MT  0.99965830   -0 28 13.9
 FW1002
 FW1002                          SUPERSEDED SURVEY CONTROL
 FW1002
 FW1002  NAD 83(1993)-  37 18 16.32827(N)    075 46 34.78430(W) AD(       ) 4
 FW1002  NAD 83(1986)-  37 18 16.33039(N)    075 46 34.83456(W) AD(       ) 4
 FW1002  NAD 27      -  37 18 15.82337(N)    075 46 36.12188(W) AD(       ) 3
 FW1002
 FW1002.Superseded values are not recommended for survey control.
 FW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1002.See file dsdata.txt to determine how the superseded data were derived.
 FW1002
 FW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3120128939(NAD 83)
 FW1002_MARKER: 62 = FLAGPOLE
 FW1002
 FW1002  HISTORY     - Date     Condition        Report By
 FW1002  HISTORY     - 1962     FIRST OBSERVED   CGS
 FW1002  HISTORY     - 1968     GOOD             CGS
 FW1002
 FW1002                          STATION DESCRIPTION
 FW1002
 FW1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW1002'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DATA WAS AVAILABLE
 FW1002'AT THIS TIME FOR COMPARISON.
 FW1002'
 FW1002'THE COAST GUARD STATION AND AREA HAS BEEN ABANDONED AND IS NOW
 FW1002'PRIVATELY OWNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1003 ***********************************************************************
 FW1003  DESIGNATION -  COBB ISLAND COAST GUARD CUPOLA
 FW1003  PID         -  FW1003
 FW1003  STATE/COUNTY-  VA/NORTHAMPTON
 FW1003  USGS QUAD   -  COBB ISLAND (1989)
 FW1003
 FW1003                         *CURRENT SURVEY CONTROL
 FW1003  ___________________________________________________________________
 FW1003* NAD 83(1993)-  37 18 07.98128(N)    075 46 38.51159(W)     ADJUSTED  
 FW1003* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 FW1003  ___________________________________________________________________
 FW1003  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FW1003  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FW1003
 FW1003  HORZ ORDER  -  THIRD
 FW1003
 FW1003.The horizontal coordinates were established by classical geodetic methods
 FW1003.and adjusted by the National Geodetic Survey in September 1995..
 FW1003
 FW1003.The orthometric height was scaled from a topographic map.
 FW1003
 FW1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1003
 FW1003.The geoid height was determined by GEOID03.
 FW1003
 FW1003;                    North         East     Units Scale Factor Converg.
 FW1003;SPC VA S     - 1,111,001.818 3,741,337.347   MT  0.99994605   +1 39 08.8
 FW1003;SPC VA S     - 3,645,011.80 12,274,704.28   sFT  0.99994605   +1 39 08.8
 FW1003;UTM  18      - 4,128,682.378   431,107.321   MT  0.99965846   -0 28 16.0
 FW1003
 FW1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1003!SPC VA S     -   1.00000383  x   0.99994605  =   0.99994988
 FW1003!UTM  18      -   1.00000383  x   0.99965846  =   0.99966228
 FW1003
 FW1003|---------------------------------------------------------------------|
 FW1003| PID    Reference Object                     Distance      Geod. Az  |
 FW1003|                                                           dddmmss.s |
 FW1003| FW1015 COBB ISLAND COAST GUARD LOT         250.432 METERS 02532     |
 FW1003| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.12.5 KM 0331112.8 |
 FW1003|---------------------------------------------------------------------|
 FW1003
 FW1003                          SUPERSEDED SURVEY CONTROL
 FW1003
 FW1003  NAD 83(1993)-  37 18 07.98088(N)    075 46 38.50402(W) AD(       ) 3
 FW1003  NAD 83(1986)-  37 18 07.98371(N)    075 46 38.55130(W) AD(       ) 3
 FW1003  NAD 27      -  37 18 07.45492(N)    075 46 39.84257(W) AD(       ) 3
 FW1003
 FW1003.Superseded values are not recommended for survey control.
 FW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1003.See file dsdata.txt to determine how the superseded data were derived.
 FW1003
 FW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3110728682(NAD 83)
 FW1003_MARKER: 86 = CUPOLA
 FW1003
 FW1003  HISTORY     - Date     Condition        Report By
 FW1003  HISTORY     - 1911     FIRST OBSERVED   CGS
 FW1003  HISTORY     - 1933     GOOD             CGS
 FW1003  HISTORY     - 1934     GOOD             CGS
 FW1003  HISTORY     - 1937     GOOD             CGS
 FW1003  HISTORY     - 1958     GOOD             CGS
 FW1003  HISTORY     - 1960     GOOD             CGS
 FW1003
 FW1003                          STATION DESCRIPTION
 FW1003
 FW1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1003'RECOVERED.
 FW1003
 FW1003                          STATION RECOVERY (1934)
 FW1003
 FW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1003'STATION RECOVERED IN PLACE AND POSITION CHECKED.  THE STATION
 FW1003'IS THE CENTER OF THE LOOKOUT CUPOLA ON THE ROOF OF THE COBB
 FW1003'ISLAND COAST GUARD STATION.
 FW1003
 FW1003                          STATION RECOVERY (1937)
 FW1003
 FW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW1003'NO ORIGINAL DESCRIPTION.  STATION RECOVERED IN GOOD CONDITION.
 FW1003'THE BUILDING HAS BEEN ABANDONED AND SOLD BY THE COAST GUARD
 FW1003'AND IS NOW RUN PRIVATELY.  THE STATION IS THE CENTER OF THE
 FW1003'LOOKOUT CUPOLA ON THE ROOF OF THE BUILDING.  THE COAST GUARD
 FW1003'HAS BUILT A NEW STATION ABOUT 250 METERS N OF THE OLD STATION.
 FW1003
 FW1003                          STATION RECOVERY (1958)
 FW1003
 FW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1003'STATION RECOVERED AS DESCRIBED.
 FW1003
 FW1003                          STATION RECOVERY (1960)
 FW1003
 FW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW1003'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.E.F.
 FW1003'IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1015 ***********************************************************************
 FW1015  DESIGNATION -  COBB ISLAND COAST GUARD LOT
 FW1015  PID         -  FW1015
 FW1015  STATE/COUNTY-  VA/NORTHAMPTON
 FW1015  USGS QUAD   -  COBB ISLAND (1989)
 FW1015
 FW1015                         *CURRENT SURVEY CONTROL
 FW1015  ___________________________________________________________________
 FW1015* NAD 83(1993)-  37 18 15.31136(N)    075 46 34.12865(W)     ADJUSTED  
 FW1015* NAVD 88     -                                                        
 FW1015  ___________________________________________________________________
 FW1015  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FW1015  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FW1015
 FW1015  HORZ ORDER  -  THIRD
 FW1015
 FW1015.The horizontal coordinates were established by classical geodetic methods
 FW1015.and adjusted by the National Geodetic Survey in September 1995..
 FW1015
 FW1015
 FW1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1015
 FW1015.The geoid height was determined by GEOID03.
 FW1015
 FW1015;                    North         East     Units Scale Factor Converg.
 FW1015;SPC VA S     - 1,111,230.802 3,741,438.718   MT  0.99994601   +1 39 11.4
 FW1015;SPC VA S     - 3,645,763.06 12,275,036.86   sFT  0.99994601   +1 39 11.4
 FW1015;UTM  18      - 4,128,907.384   431,217.075   MT  0.99965828   -0 28 13.4
 FW1015
 FW1015                          SUPERSEDED SURVEY CONTROL
 FW1015
 FW1015  NAD 83(1993)-  37 18 15.31018(N)    075 46 34.12107(W) AD(       ) 4
 FW1015  NAD 83(1986)-  37 18 15.31367(N)    075 46 34.16869(W) AD(       ) 4
 FW1015  NAD 27      -  37 18 14.81534(N)    075 46 35.44112(W) AD(       ) 3
 FW1015
 FW1015.Superseded values are not recommended for survey control.
 FW1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1015.See file dsdata.txt to determine how the superseded data were derived.
 FW1015
 FW1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3121728907(NAD 83)
 FW1015_MARKER: 57 = LOOKOUT TOWER
 FW1015
 FW1015  HISTORY     - Date     Condition        Report By
 FW1015  HISTORY     - 1937     FIRST OBSERVED   CGS
 FW1015  HISTORY     - 1942     GOOD             CGS
 FW1015  HISTORY     - 1958     GOOD             CGS
 FW1015  HISTORY     - 1960     GOOD             CGS
 FW1015
 FW1015                          STATION DESCRIPTION
 FW1015
 FW1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HEF)
 FW1015'STATION IS A NEW BUILDING COMPLETED IN 1937.  THE OLD BUILDING,
 FW1015'ABOUT 251 METERS S, HAS BEEN ABANDONED AND SOLD BY COAST
 FW1015'GUARD.
 FW1015'
 FW1015'THE MARK IS THE FINIAL AT THE TOP CENTER OF THE LOOKOUT
 FW1015'CUPOLA ON TOP OF THE NEW BUILDING.  NOT MARKED.
 FW1015
 FW1015                          STATION RECOVERY (1942)
 FW1015
 FW1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1015'THIS STATION IS LOCATED AT THE SOUTH END OF COBB ISLAND
 FW1015'ON THE WEST SIDE OF LOON CHANNEL.  THIS STATION IS THE NEW
 FW1015'U.S. COAST GUARD STATION, WHICH WAS COMPLETED IN 1937.  THE
 FW1015'OLD U.S. COAST GUARD BUILDING, WHICH IS LOCATED ABOUT 250
 FW1015'METERS SOUTH OF THE NEW ONE, HAS BEEN ABANDONED.
 FW1015'
 FW1015'THE STATION IS THE FINIAL AT THE TOP CENTER OF THE LOOKOUT
 FW1015'CUPOLA.  IT IS IN GOOD CONDITION.
 FW1015
 FW1015                          STATION RECOVERY (1958)
 FW1015
 FW1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1015'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW1015
 FW1015                          STATION RECOVERY (1960)
 FW1015
 FW1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW1015'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4611 ***********************************************************************
 GV4611  DESIGNATION -  COBHAM
 GV4611  PID         -  GV4611
 GV4611  STATE/COUNTY-  VA/SURRY
 GV4611  USGS QUAD   -  HOG ISLAND (1984)
 GV4611
 GV4611                         *CURRENT SURVEY CONTROL
 GV4611  ___________________________________________________________________
 GV4611* NAD 83(1993)-  37 08 43.85420(N)    076 43 31.75771(W)     ADJUSTED  
 GV4611* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4611  ___________________________________________________________________
 GV4611  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV4611  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 GV4611
 GV4611  HORZ ORDER  -  THIRD
 GV4611
 GV4611.The horizontal coordinates were established by classical geodetic methods
 GV4611.and adjusted by the National Geodetic Survey in September 1995..
 GV4611
 GV4611.The orthometric height was scaled from a topographic map.
 GV4611
 GV4611.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4611
 GV4611.The geoid height was determined by GEOID03.
 GV4611
 GV4611;                    North         East     Units Scale Factor Converg.
 GV4611;SPC VA S     - 1,091,612.833 3,657,634.035   MT  0.99995287   +1 04 37.2
 GV4611;SPC VA S     - 3,581,399.77 12,000,087.66   sFT  0.99995287   +1 04 37.2
 GV4611;UTM  18      - 4,112,408.603   346,759.571   MT  0.99988928   -1 02 31.6
 GV4611
 GV4611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4611!SPC VA S     -   1.00000560  x   0.99995287  =   0.99995847
 GV4611!UTM  18      -   1.00000560  x   0.99988928  =   0.99989488
 GV4611
 GV4611:                Primary Azimuth Mark                     Grid Az
 GV4611:SPC VA S     -  SILO                                     359 01 26.5
 GV4611:UTM  18      -  SILO                                     001 08 35.3
 GV4611
 GV4611|---------------------------------------------------------------------|
 GV4611| PID    Reference Object                     Distance      Geod. Az  |
 GV4611|                                                           dddmmss.s |
 GV4611| GV4623 SILO                                APPROX. 7.7 KM 0000603.7 |
 GV4611| GV4620 LARGE GRAY BARN SOUTH GABLE         APPROX. 7.7 KM 0002932.6 |
 GV4611| GV4482 WILLIAMSBURG MUNICIPAL TANK         APPROX.14.4 KM 0055438.5 |
 GV4611| DC9123 COBHAM RM 1                          10.416 METERS 07306     |
 GV4611| DC9124 COBHAM RM 2                          13.940 METERS 12724     |
 GV4611| GV4644 JAMESTOWN MONUMENT 1910             APPROX. 8.4 KM 3263930.5 |
 GV4611|---------------------------------------------------------------------|
 GV4611
 GV4611                          SUPERSEDED SURVEY CONTROL
 GV4611
 GV4611  NAD 83(1993)-  37 08 43.67606(N)    076 43 31.78643(W) AD(       ) 3
 GV4611  NAD 83(1986)-  37 08 43.85646(N)    076 43 31.78643(W) AD(       ) 3
 GV4611  NAD 27      -  37 08 43.31300(N)    076 43 32.93500(W) AD(       ) 3
 GV4611
 GV4611.Superseded values are not recommended for survey control.
 GV4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4611.See file dsdata.txt to determine how the superseded data were derived.
 GV4611
 GV4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4676012409(NAD 83)
 GV4611_MARKER: DS = TRIANGULATION STATION DISK
 GV4611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4611
 GV4611  HISTORY     - Date     Condition        Report By
 GV4611  HISTORY     - 1938     MONUMENTED       CGS
 GV4611  HISTORY     - 1942     GOOD             CGS
 GV4611  HISTORY     - 1957     GOOD             AMS
 GV4611  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV4611  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV4611
 GV4611                          STATION DESCRIPTION
 GV4611
 GV4611'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4611'THIS STATION IS LOCATED IN PASTURE LAND ON THE CLEARED BLUFF
 GV4611'AT THE HEAD OF COBHAM BAY, JAMES RIVER.  STATION IS 10.78
 GV4611'METERS BACK FROM THE EDGE OF THE BLUFF AND 26.8 METERS WEST
 GV4611'OF THE WEST EDGE OF A DRAW OR CUT WHICH EXTENDS INTO THE
 GV4611'BLUFF ABOUT 20 METERS.  WITH THE EXCEPTION OF A GROVE OF
 GV4611'TREES JUST EAST OF THE STATION THE LAND IN THIS AREA IS
 GV4611'CLEARED FOR A CONSIDERABLE DISTANCE SOUTH, EXTENDING FROM THE
 GV4611'EDGE OF THE BLUFF UP THE SLOPE TO NUMEROUS WHITE BUILDINGS
 GV4611'OF THE CHIPPOAKES FARM, OWNED BY MR. STEWART.  THIS FARM
 GV4611'LAND AND THE BUILDINGS ARE PROMINENT FROM THE RIVER.  THE
 GV4611'GROVE OF TREES, MENTIONED ABOVE, CONSIST OF FOUR LARGE
 GV4611'PINES GROWING IN THE AREA BETWEEN THE STATION AND THE
 GV4611'DRAW.  SIX LARGE TREES (FIVE OF THEM OAKS) GROWING IN THE
 GV4611'DRAW.  AND ONE OAK TREE GROWING NEAR THE EDGE OF THE
 GV4611'BLUFF ON THE FAR SIDE OF THE DRAW.  REFERENCE MARKS ARE
 GV4611'BETWEEN THE STATION AND THE DRAW.  NO. 1 IS 8 METERS FROM
 GV4611'THE EDGE OF THE BLUFF AND NO. 2 IS ABOUT 20 METERS FROM
 GV4611'THE EDGE OF THE BLUFF.  AZIMUTH MARK - JAMESTOWN
 GV4611'MONUMENT.
 GV4611'
 GV4611'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4611'DISKS SET IN CONCRETE.
 GV4611
 GV4611                          STATION RECOVERY (1942)
 GV4611
 GV4611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4611'1938 DESCRIPTION ADEQUATE.
 GV4611
 GV4611                          STATION RECOVERY (1957)
 GV4611
 GV4611'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957 (RED)
 GV4611'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4611
 GV4611                          STATION RECOVERY (1997)
 GV4611
 GV4611'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4611'MARK NOT FOUND.
 GV4611
 GV4611                          STATION RECOVERY (2002)
 GV4611
 GV4611'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8373 ***********************************************************************
 HV8373  DESIGNATION -  COCK
 HV8373  PID         -  HV8373
 HV8373  STATE/COUNTY-  VA/FAIRFAX
 HV8373  USGS QUAD   -  VIENNA (1994)
 HV8373
 HV8373                         *CURRENT SURVEY CONTROL
 HV8373  ___________________________________________________________________
 HV8373* NAD 83(1993)-  38 53 17.64801(N)    077 16 55.16336(W)     ADJUSTED  
 HV8373* NAVD 88     -       129.626  (meters)     425.28   (feet)  ADJUSTED  
 HV8373  ___________________________________________________________________
 HV8373  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HV8373  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8373  DYNAMIC HT  -         129.555 (meters)     425.05  (feet)  COMP
 HV8373  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 HV8373
 HV8373  HORZ ORDER  -  SECOND
 HV8373  VERT ORDER  -  THIRD
 HV8373
 HV8373.The horizontal coordinates were established by classical geodetic methods
 HV8373.and adjusted by the National Geodetic Survey in November 1994..
 HV8373
 HV8373.The orthometric height was determined by differential leveling
 HV8373.and adjusted by the National Geodetic Survey in September 2004..
 HV8373.No vertical observational check was made to the station.
 HV8373
 HV8373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8373
 HV8373.The geoid height was determined by GEOID03.
 HV8373
 HV8373.The dynamic height is computed by dividing the NAVD 88
 HV8373.geopotential number by the normal gravity value computed on the
 HV8373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8373.degrees latitude (g = 980.6199 gals.).
 HV8373
 HV8373.The modeled gravity was interpolated from observed gravity values.
 HV8373
 HV8373;                    North         East     Units Scale Factor Converg.
 HV8373;SPC VA N     - 2,136,295.207 3,605,670.254   MT  0.99995952   +0 45 36.7
 HV8373;SPC VA N     - 7,008,828.52 11,829,603.16   sFT  0.99995952   +0 45 36.7
 HV8373;UTM  18      - 4,306,849.276   302,076.811   MT  1.00008240   -1 25 59.2
 HV8373
 HV8373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8373!SPC VA N     -   0.99998464  x   0.99995952  =   0.99994416
 HV8373!UTM  18      -   0.99998464  x   1.00008240  =   1.00006704
 HV8373
 HV8373                          SUPERSEDED SURVEY CONTROL
 HV8373
 HV8373  NAD 83(1993)-  38 53 17.64720(N)    077 16 55.16702(W) AD(       ) 2
 HV8373  NAD 83(1986)-  38 53 17.64701(N)    077 16 55.17572(W) AD(       ) 2
 HV8373  NGVD 29 (01/12/90)  130.0    (m)          427.     (f) VERT ANG       
 HV8373
 HV8373.Superseded values are not recommended for survey control.
 HV8373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8373.See file dsdata.txt to determine how the superseded data were derived.
 HV8373
 HV8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0207706849(NAD 83)
 HV8373_MARKER: DE = TRAVERSE STATION DISK
 HV8373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8373_SP_SET: CONCRETE POST
 HV8373_STAMPING: COCK 1975
 HV8373_MARK LOGO: VA-059
 HV8373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8373+STABILITY: SURFACE MOTION
 HV8373
 HV8373  HISTORY     - Date     Condition        Report By
 HV8373  HISTORY     - 1975     MONUMENTED       VA-059
 HV8373  HISTORY     - 1975     GOOD             VA-059
 HV8373  HISTORY     - 19920120 GOOD             MSI
 HV8373  HISTORY     - 20020920 GOOD             GEOCAC
 HV8373
 HV8373                          STATION DESCRIPTION
 HV8373
 HV8373'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8373'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HERNDON, 5.8 MILES
 HV8373'WEST OF FALLS CHURCH, 3.1 MILES NORTHEAST OF FAIRFAX, IN THE GRASS
 HV8373'MEDIAN STRIP OF CHAIN BRIDGE ROAD BETWEEN FIVE OAKS ROAD AND BABCOCK
 HV8373'ROAD, SEE FAIRFAX COUNTY TAX MAP 48-1, 2600 BLOCK OF CHAIN BRIDGE
 HV8373'ROAD, REVISED TO 1-1-76.
 HV8373'
 HV8373'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, ROUTE 236, AND
 HV8373'CHAIN BRIDGE ROAD, ROUTE 123, IN FAIRFAX CITY, GO NORTH ON CHAIN
 HV8373'BRIDGE ROAD FOR 4.0 MILES TO THE STATION IN THE MEDIAN STRIP ON THE
 HV8373'LEFT.
 HV8373'
 HV8373'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8373'COCK 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8373'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 15
 HV8373'FEET SE FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF ROUTE 123, AND
 HV8373'26 FEET NW FROM THE CENTERLINE OF THE NORTHBOUND LANE OF ROUTE 123.
 HV8373'
 HV8373'REFERENCE MARK NO. 01 IS A PK NAIL IN THE ASPHALT SURFACE OF THE NORTH
 HV8373'BOUND LANE OF CHAIN BRIDGE ROAD. LOCATED 18 FEET NW FROM THE
 HV8373'CENTERLINE OF THE NORTHBOUND LANE OF ROUTE 123.
 HV8373'
 HV8373'REFERENCE MARK NO. 02 IS A PK NAIL IN THE ASPHALT SURFACE OF THE
 HV8373'SOUTHBOUND LANE OF CHAIN BRIDGE ROAD. LOCATED 14 FEET SE FROM THE
 HV8373'CENTERLINE OF THE SOUTHBOUND LANE OF ROUTE 123, AND 25 FEET W FROM
 HV8373'RM 1.
 HV8373
 HV8373                          STATION RECOVERY (1975)
 HV8373
 HV8373'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8373'RECOVERED IN GOOD CONDITION.
 HV8373
 HV8373                          STATION RECOVERY (1992)
 HV8373
 HV8373'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8373'THE STATION IS LOCATED ABOUT 8 MILES (12.9 KM) SOUTHEAST OF HERNDON,
 HV8373'5.8 MILES (9.3 KM) WEST OF FALLS CHURCH, 3.1 MILES (5.0 KM) NORTHEAST
 HV8373'OF FAIRFAX, IN THE GRASS MEDIAN STRIP OF CHAIN BRIDGE ROAD BETWEEN
 HV8373'FIVE OAKS ROAD AND BABCOCK ROAD, SEE FAIRFAX COUNTY TAX MAP 48-1,
 HV8373'2600 BLOCK OF CHAIN BRIDGE ROAD, REVISED TO 1-1-76.  TO REACH THE
 HV8373'STATION FROM THE JUNCTION OF MAIN STREET, ROUTE 236, AND CHAIN BRIDGE
 HV8373'ROAD, ROUTE 123, IN FAIRFAX CITY, GO NORTH ON CHAIN BRIDGE ROAD FOR
 HV8373'4.0 MILES (6.4 KM) TO THE STATION IN THE MEDIAN STRIP ON THE LEFT, IN
 HV8373'THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES IN DIAMETER FLUSH WITH
 HV8373'GROUND LOCATED 15 FEET (4.6 M) SE FROM THE CENTERLINE OF THE
 HV8373'SOUTHBOUND LANE OF ROUTE 123, AND 26 FEET (7.9 M) NW FROM THE
 HV8373'CENTERLINE OF THE NORTHBOUND LANE OF ROUTE 123.
 HV8373
 HV8373                          STATION RECOVERY (2002)
 HV8373
 HV8373'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV8373'STATION LOCATED IN MEDIAN STRIP AS DESCRIBED, APPROXIMATELY 40 FEET
 HV8373'NORTH OF AND OPPOSITE VEPCO POLE FJ36, WHICH IS ACROSS THE NORTHBOUND
 HV8373'LANES OF TRAFFIC ON ROUTE 123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1129 ***********************************************************************
 GW1129  DESIGNATION -  COCKE
 GW1129  PID         -  GW1129
 GW1129  STATE/COUNTY-  VA/BEDFORD
 GW1129  USGS QUAD   -  GOODE (1985)
 GW1129
 GW1129                         *CURRENT SURVEY CONTROL
 GW1129  ___________________________________________________________________
 GW1129* NAD 83(1993)-  37 19 06.52690(N)    079 25 58.71173(W)     ADJUSTED  
 GW1129* NAVD 88     -       255.845  (meters)     839.38   (feet)  POSTED    
 GW1129  ___________________________________________________________________
 GW1129  X           -     931,382.787 (meters)                     COMP
 GW1129  Y           -  -4,992,690.077 (meters)                     COMP
 GW1129  Z           -   3,845,697.383 (meters)                     COMP
 GW1129  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 GW1129  ELLIP HEIGHT-         223.76  (meters)          (05/17/02) GPS OBS
 GW1129  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW1129  DYNAMIC HT  -         255.650 (meters)     838.75  (feet)  COMP
 GW1129  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GW1129
 GW1129  HORZ ORDER  -  SECOND
 GW1129  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GW1129  ELLP ORDER  -  FOURTH    CLASS II
 GW1129
 GW1129.The horizontal coordinates were established by classical geodetic methods
 GW1129.and adjusted by the National Geodetic Survey in September 1995..
 GW1129
 GW1129.The orthometric height was determined by differential leveling
 GW1129.and adjusted by the National Geodetic Survey in 1992..
 GW1129.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GW1129.rate of 4.1 thru 8.0 mm/km.
 GW1129
 GW1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW1129
 GW1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1129
 GW1129.The ellipsoidal height was determined by GPS observations
 GW1129.and is referenced to NAD 83.
 GW1129
 GW1129.The geoid height was determined by GEOID03.
 GW1129
 GW1129.The dynamic height is computed by dividing the NAVD 88
 GW1129.geopotential number by the normal gravity value computed on the
 GW1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1129.degrees latitude (g = 980.6199 gals.).
 GW1129
 GW1129.The modeled gravity was interpolated from observed gravity values.
 GW1129
 GW1129;                    North         East     Units Scale Factor Converg.
 GW1129;SPC VA S     - 1,109,734.851 3,417,307.769   MT  0.99994577   -0 33 58.5
 GW1129;SPC VA S     - 3,640,855.09 11,211,617.24   sFT  0.99994577   -0 33 58.5
 GW1129;UTM  17      - 4,131,354.573   638,848.639   MT  0.99983748   +0 57 00.5
 GW1129
 GW1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1129!SPC VA S     -   0.99996489  x   0.99994577  =   0.99991066
 GW1129!UTM  17      -   0.99996489  x   0.99983748  =   0.99980237
 GW1129
 GW1129:                Primary Azimuth Mark                     Grid Az
 GW1129:SPC VA S     -  COCKE AZ MK                              257 43 55.8
 GW1129:UTM  17      -  COCKE AZ MK                              256 12 56.8
 GW1129
 GW1129|---------------------------------------------------------------------|
 GW1129| PID    Reference Object                     Distance      Geod. Az  |
 GW1129|                                                           dddmmss.s |
 GW1129| GW1125 COCKE AZ MK                                        2570957.3 |
 GW1129| DC4008 COCKE AZ MK 2                                      2575753.2 |
 GW1129| GW1128 COCKE RM 1                            7.102 METERS 35830     |
 GW1129|---------------------------------------------------------------------|
 GW1129
 GW1129                          SUPERSEDED SURVEY CONTROL
 GW1129
 GW1129  ELLIP H (09/08/95)  223.82   (m)                       GP(       ) 4 2
 GW1129  NAD 83(1993)-  37 19 06.52691(N)    079 25 58.71180(W) AD(       ) 2
 GW1129  ELLIP H (11/14/94)  223.82   (m)                       GP(       ) 4 2
 GW1129  NAD 83(1986)-  37 19 06.53408(N)    079 25 58.72329(W) AD(       ) 2
 GW1129  NAD 27      -  37 19 06.01887(N)    079 25 59.61902(W) AD(       ) 2
 GW1129  NGVD 29 (??/??/92)  256.081  (m)          840.16   (f) ADJ UNCH    2 0
 GW1129
 GW1129.Superseded values are not recommended for survey control.
 GW1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1129.See file dsdata.txt to determine how the superseded data were derived.
 GW1129
 GW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3884931355(NAD 83)
 GW1129_MARKER: DR = REFERENCE MARK DISK
 GW1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1129_SP_SET: CONCRETE POST
 GW1129_STAMPING: COCKE 1964
 GW1129_MARK LOGO: CGS   
 GW1129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1129+STABILITY: SURFACE MOTION
 GW1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1129+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 GW1129
 GW1129  HISTORY     - Date     Condition        Report By
 GW1129  HISTORY     - 1964     MONUMENTED       CGS
 GW1129  HISTORY     - 1964     GOOD             CGS
 GW1129  HISTORY     - 1969     GOOD             CGS
 GW1129  HISTORY     - 1969     GOOD             NGS
 GW1129  HISTORY     - 19920211 GOOD             MSI
 GW1129  HISTORY     - 20060430 GOOD             USPSQD
 GW1129
 GW1129                          STATION DESCRIPTION
 GW1129
 GW1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1129'THE STATION IS LOCATED 5 MILES EAST OF BEDFORD ON THE RIGHT OF
 GW1129'WAY OF COUNTY ROAD 715.
 GW1129'
 GW1129'TO REACH FROM THE COURT HOUSE IN BEDFORD, GO EAST ON STATE
 GW1129'ROAD 297 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GW1129'ON THE HIGHWAY FOR 1.3 MILES TO THE JUNCTION OF COUNTY ROAD 715.
 GW1129'TURN RIGHT ON COUNTY ROAD 715 FOR 0.05 MILE TO THE STATION ON
 GW1129'THE LEFT.
 GW1129'
 GW1129'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED COCKE 1964,
 GW1129'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GW1129'IT IS 93 FEET NORTH OF TELEPHONE POLE NUMBER 2, 17 FEET EAST OF
 GW1129'THE APPROXIMATE CENTER LINE OF COUNTY ROAD 715, 2 FEET SOUTH
 GW1129'OF THE WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 GW1129'
 GW1129'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COCKE NO 1 1964, SET
 GW1129'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GW1129'23 FEET NORTH OF THE WITNESS POST, 17 FEET EAST OF THE APPROXIMATE
 GW1129'CENTER LINE OF COUNTY ROAD 715, 9 FEET SOUTH OF A T-FENCE CORNER
 GW1129'AND 1 FOOT WEST OF A WIRE FENCE.
 GW1129'
 GW1129'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COCKE 1964, SET IN
 GW1129'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 54
 GW1129'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 297, 31 FEET
 GW1129'EAST OF THE APPROXIMATE CENTER OF A GRAVEL DRIVEWAY, 27 FEET
 GW1129'NORTHWEST OF POWER LINE POLE NUMBER 127-72, 2 FEET SOUTH OF
 GW1129'A TELEPHONE POLE AND 2 FEET SOUTH OF THE WITNESS POST.
 GW1129
 GW1129                          STATION RECOVERY (1964)
 GW1129
 GW1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1129'5.3 MI E FROM BEDFORD.
 GW1129'ABOUT 5.3 MILES EAST ALONG STATE HIGHWAY 297 FROM THE COURT HOUSE
 GW1129'IN BEDFORD TO THE JUNCTION OF COUNTY ROAD 715, THENCE 0.05 MILE
 GW1129'SOUTH ALONG COUNTY ROAD 715 TO THE MARK SET IN THE TOP OF A
 GW1129'CONCRETE POST, FLUSH, 93 FEET NORTH OF TELEPHONE POLE NUMBER 2,
 GW1129'25.30 FEET SOUTH OF R.M. 1, 17 FEET EAST OF THE APPROXIMATE CENTER
 GW1129'OF COUNTY ROAD 715, 2 FEET SOUTH OF A METAL WITNESS SIGN, 1
 GW1129'FOOT WEST OF A WIRE FENCE AND IS ABOUT 3 FEET ABOVE THE ROAD.
 GW1129
 GW1129                          STATION RECOVERY (1969)
 GW1129
 GW1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GW1129'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GW1129'BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED
 GW1129'THAT THE AZIMUTH MARK BE RELOCATED BECAUSE OF CONSTRUCTION
 GW1129'SO A NEW AZIMUTH MARK WAS ESTABLISHED AND THE ORIGINAL MARK WAS
 GW1129'THEN DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 GW1129'NO. 1 WAS CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL STATION
 GW1129'DESCRIPTION IS ADEQUATE.
 GW1129'
 GW1129'AZIMUTH MARK IS 50 FEET EAST OF UTILITY POLE, 41 FEET NORTH
 GW1129'OF THE CENTERLINE OF WEST BOUND LANES OF STATE HIGHWAY 297,
 GW1129'21 FEET SOUTHEAST OF FENCE CORNER AND 16 FEET SOUTH OF WIRE FENCE
 GW1129'AND STEEL WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH
 GW1129'IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 GW1129'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED COCKE 1964 1969.
 GW1129'
 GW1129'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON SECONDARY
 GW1129'ROAD 715 FOR 0.05 MILE TO JUNCTION OF STATE HIGHWAY 297.  TURN
 GW1129'LEFT AND GO WEST ON STATE HIGHWAY 297 FOR 1.3 MILES TO THE
 GW1129'AZIMUTH MARK ON THE RIGHT OF NORTH SIDE OF ROAD AS DESCRIBED.
 GW1129'
 GW1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST
 GW1129'OF BEDFORD.
 GW1129
 GW1129                          STATION RECOVERY (1969)
 GW1129
 GW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GW1129'RECOVERED IN GOOD CONDITION.
 GW1129
 GW1129                          STATION RECOVERY (1992)
 GW1129
 GW1129'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW1129'RECOVERED IN GOOD CONDITION.
 GW1129
 GW1129                          STATION RECOVERY (2006)
 GW1129
 GW1129'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW1129'ADDITIONAL INFORMATION
 GW1129'STATION LOCSTED BETWEEN 4TH AND 5TH FENCE FOR NORTH CORNER, IN LINE
 GW1129'WTIH BARBED WIRE FENCE
 GW1129' 
 GW1129'DID NOT LOCATED AZIMUTH MARK, CONFLICTING DIRECTIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1128 ***********************************************************************
 GW1128  DESIGNATION -  COCKE RM 1
 GW1128  PID         -  GW1128
 GW1128  STATE/COUNTY-  VA/BEDFORD
 GW1128  USGS QUAD   -  GOODE (1985)
 GW1128
 GW1128                         *CURRENT SURVEY CONTROL
 GW1128  ___________________________________________________________________
 GW1128* NAD 83(1986)-  37 19 07.     (N)    079 25 58.     (W)     SCALED    
 GW1128* NAVD 88     -       255.992  (meters)     839.87   (feet)  POSTED    
 GW1128  ___________________________________________________________________
 GW1128  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW1128  DYNAMIC HT  -         255.790 (meters)     839.20  (feet)  COMP
 GW1128  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 GW1128
 GW1128  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 GW1128
 GW1128.The horizontal coordinates were scaled from a topographic map and have
 GW1128.an estimated accuracy of +/- 6 seconds.
 GW1128
 GW1128.The orthometric height was determined by differential leveling
 GW1128.and adjusted by the National Geodetic Survey in 1992..
 GW1128.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 GW1128.rate of 4.1 thru 8.0 mm/km.
 GW1128
 GW1128.The geoid height was determined by GEOID03.
 GW1128
 GW1128.The dynamic height is computed by dividing the NAVD 88
 GW1128.geopotential number by the normal gravity value computed on the
 GW1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1128.degrees latitude (g = 980.6199 gals.).
 GW1128
 GW1128.The modeled gravity was interpolated from observed gravity values.
 GW1128
 GW1128;                    North         East    Units  Estimated Accuracy
 GW1128;SPC VA S     - 1,109,750.    3,417,330.      MT  (+/- 180 meters Scaled)
 GW1128
 GW1128                          SUPERSEDED SURVEY CONTROL
 GW1128
 GW1128  NGVD 29 (??/??/92)  256.228  (m)          840.64   (f) ADJ UNCH    2 0
 GW1128
 GW1128.Superseded values are not recommended for survey control.
 GW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1128.See file dsdata.txt to determine how the superseded data were derived.
 GW1128
 GW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB388313(NAD 83)
 GW1128_MARKER: DR = REFERENCE MARK DISK
 GW1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1128_STAMPING: COCKE NO 1 1964
 GW1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1128+STABILITY: SURFACE MOTION
 GW1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW1128+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 GW1128
 GW1128  HISTORY     - Date     Condition        Report By
 GW1128  HISTORY     - 1964     MONUMENTED       CGS
 GW1128  HISTORY     - 1969     GOOD             NGS
 GW1128  HISTORY     - 20060430 GOOD             USPSQD
 GW1128
 GW1128                          STATION DESCRIPTION
 GW1128
 GW1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1128'5.3 MI E FROM BEDFORD.
 GW1128'AT THE COCKE STATION SITE-- SET IN THE TOP OF A CONCRETE POST,
 GW1128'FLUSH, 25.30 FEET NORTH OF THE STATION, 23 FEET NORTH OF A METAL
 GW1128'WITNESS SIGN, 17 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 GW1128'ROAD 715, 9 FEET SOUTH OF A T-FENCE CORNER, 1 FOOT WEST OF A WIRE
 GW1128'FENCE AND IS ABOUT 3 FEET ABOVE THE ROAD.
 GW1128
 GW1128                          STATION RECOVERY (1969)
 GW1128
 GW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GW1128'RECOVERED IN GOOD CONDITION.
 GW1128
 GW1128                          STATION RECOVERY (2006)
 GW1128
 GW1128'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 GW1128'ADDITIONAL INFORMATION
 GW1128' 
 GW1128'NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9325 ***********************************************************************
 AF9325  DESIGNATION -  COCKER
 AF9325  PID         -  AF9325
 AF9325  STATE/COUNTY-  VA/PATRICK
 AF9325  USGS QUAD   -  CLAUDVILLE (1977)
 AF9325
 AF9325                         *CURRENT SURVEY CONTROL
 AF9325  ___________________________________________________________________
 AF9325* NAD 83(1986)-  36 33 35.07000(N)    080 25 03.96893(W)     ADJUSTED  
 AF9325* NAVD 88     -       443.6    (meters)    1455.     (feet)  VERTCON   
 AF9325  ___________________________________________________________________
 AF9325  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AF9325  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AF9325
 AF9325  HORZ ORDER  -  SECOND
 AF9325
 AF9325.The horizontal coordinates were established by classical geodetic methods
 AF9325.and adjusted by the National Geodetic Survey in July 1998..
 AF9325
 AF9325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9325
 AF9325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9325
 AF9325.The geoid height was determined by GEOID03.
 AF9325
 AF9325;                    North         East     Units Scale Factor Converg.
 AF9325;SPC VA S     - 1,026,869.638 3,328,321.289   MT  1.00004400   -1 09 50.2
 AF9325;SPC VA S     - 3,368,988.14 10,919,667.43   sFT  1.00004400   -1 09 50.2
 AF9325;UTM  17      - 4,046,192.585   552,102.017   MT  0.99963344   +0 20 48.6
 AF9325
 AF9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9325!SPC VA S     -   0.99993554  x   1.00004400  =   0.99997954
 AF9325!UTM  17      -   0.99993554  x   0.99963344  =   0.99956901
 AF9325
 AF9325                          SUPERSEDED SURVEY CONTROL
 AF9325
 AF9325  NGVD 29 (07/20/98)  443.8    (m)         1456.     (f) VERT ANG       
 AF9325
 AF9325.Superseded values are not recommended for survey control.
 AF9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9325.See file dsdata.txt to determine how the superseded data were derived.
 AF9325
 AF9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5210246193(NAD 83)
 AF9325_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9325_STAMPING: COCKER 1987
 AF9325_MARK LOGO: NCGS  
 AF9325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9325+STABILITY: SURFACE MOTION
 AF9325
 AF9325  HISTORY     - Date     Condition        Report By
 AF9325  HISTORY     - 1987     MONUMENTED       NCGS
 AF9325
 AF9325                          STATION DESCRIPTION
 AF9325
 AF9325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AF9325'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF
 AF9325'WESTFIELD, AND 25.3 KM (15.70 MI) NORTHWEST OF DANBURY. ALONG VA 650
 AF9325'FOR 2.9 KM (1.80 MI) SOUTH FROM VA 103, OR 0.3 KM (0.20 MI) NORTH OF
 AF9325'VA 645, ON A 4-FOOT BANK. MARK IS RECESSED 4 INCHES BELOW GROUND AND
 AF9325'IS 4-FEET HIGHER THAN ROAD. LOCATED 6.9 M (22.6 FT) WEST-SOUTHWEST OF
 AF9325'THE CENTERLINE OF ROAD, 0.3 M (1.0 FT) EAST-NORTHEAST OF WITNESS POST,
 AF9325'28.8 M (94.5 FT) NORTH OF NORTHEAST CORNER OF LOG BARN, 30.4 M (99.7
 AF9325'FT) SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL (TV 13 ZA), AND 18.6 M (61.0
 AF9325'FT) SOUTHWEST OF 8-INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4222 ***********************************************************************
 GV4222  DESIGNATION -  COCKEREL VFC 1920
 GV4222  PID         -  GV4222
 GV4222  STATE/COUNTY-  VA/MATHEWS
 GV4222  USGS QUAD   -  MATHEWS (1965)
 GV4222
 GV4222                         *CURRENT SURVEY CONTROL
 GV4222  ___________________________________________________________________
 GV4222* NAD 83(1993)-  37 29 11.75368(N)    076 17 12.95742(W)     ADJUSTED  
 GV4222* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4222  ___________________________________________________________________
 GV4222  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 GV4222  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 GV4222
 GV4222  HORZ ORDER  -  THIRD
 GV4222
 GV4222.The horizontal coordinates were established by classical geodetic methods
 GV4222.and adjusted by the National Geodetic Survey in September 1995..
 GV4222
 GV4222.The orthometric height was scaled from a topographic map.
 GV4222
 GV4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4222
 GV4222.The geoid height was determined by GEOID03.
 GV4222
 GV4222;                    North         East     Units Scale Factor Converg.
 GV4222;SPC VA S     - 1,130,277.842 3,695,698.245   MT  0.99994755   +1 20 35.4
 GV4222;SPC VA S     - 3,708,253.22 12,124,969.99   sFT  0.99994755   +1 20 35.4
 GV4222;UTM  18      - 4,149,632.206   386,225.098   MT  0.99975945   -0 46 59.8
 GV4222
 GV4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4222!SPC VA S     -   1.00000570  x   0.99994755  =   0.99995325
 GV4222!UTM  18      -   1.00000570  x   0.99975945  =   0.99976515
 GV4222
 GV4222:                Primary Azimuth Mark                     Grid Az
 GV4222:SPC VA S     -  HILL VFC 1920                            105 03 06.7
 GV4222:UTM  18      -  HILL VFC 1920                            107 10 41.9
 GV4222
 GV4222|---------------------------------------------------------------------|
 GV4222| PID    Reference Object                     Distance      Geod. Az  |
 GV4222|                                                           dddmmss.s |
 GV4222| GV4233 HILL VFC 1920                       APPROX. 1.1 KM 1062342.1 |
 GV4222|---------------------------------------------------------------------|
 GV4222
 GV4222                          SUPERSEDED SURVEY CONTROL
 GV4222
 GV4222  NAD 83(1993)-  37 29 11.75392(N)    076 17 12.95643(W) AD(       ) 3
 GV4222  NAD 83(1986)-  37 29 11.75890(N)    076 17 12.98012(W) AD(       ) 3
 GV4222  NAD 27      -  37 29 11.28400(N)    076 17 14.19200(W) AD(       ) 3
 GV4222
 GV4222.Superseded values are not recommended for survey control.
 GV4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4222.See file dsdata.txt to determine how the superseded data were derived.
 GV4222
 GV4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8622549632(NAD 83)
 GV4222_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4222_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV4222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4222
 GV4222  HISTORY     - Date     Condition        Report By
 GV4222  HISTORY     - 1920     MONUMENTED       VACF
 GV4222  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4222  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4222
 GV4222                          STATION DESCRIPTION
 GV4222
 GV4222'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4222'IN THE VICINITY OF MILFORD HAVEN, ON COCKEREL POINT, IN FRONT OF
 GV4222'ANDREW CALLIS HOUSE, MARKED BY A 5-FOOT SECTION OF 1-INCH
 GV4222'GALVANIZED IRON PIPE, SURROUNDED NEAR SURFACE OF GROUND BY
 GV4222'BLOCK OF CONCRETE.  A U.S.C. AND G.S. BRASS MARKER MARKS THE
 GV4222'STATION.
 GV4222
 GV4222                          STATION RECOVERY (1944)
 GV4222
 GV4222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4222'STATION NOT RECOVERED.  THE BANK IN THE AREA HAS WASHED BADLY
 GV4222'AND THE STATION HAS PROBABLY BEEN DESTROYED.  A 1-INCH IRON
 GV4222'PIPE WAS FOUND ON COCKEREL POINT THAT WAS PUT THERE THREE OR FOUR
 GV4222'YEARS AGO BY V.F.C.
 GV4222
 GV4222                          STATION RECOVERY (2002)
 GV4222
 GV4222'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0810 ***********************************************************************
 FW0810  DESIGNATION -  COCKLE
 FW0810  PID         -  FW0810
 FW0810  STATE/COUNTY-  VA/ACCOMACK
 FW0810  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0810
 FW0810                         *CURRENT SURVEY CONTROL
 FW0810  ___________________________________________________________________
 FW0810* NAD 83(1993)-  37 59 15.60754(N)    075 24 29.48144(W)     ADJUSTED  
 FW0810* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0810  ___________________________________________________________________
 FW0810  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FW0810  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FW0810
 FW0810  HORZ ORDER  -  THIRD
 FW0810
 FW0810.The horizontal coordinates were established by classical geodetic methods
 FW0810.and adjusted by the National Geodetic Survey in November 1994..
 FW0810
 FW0810.The orthometric height was scaled from a topographic map.
 FW0810
 FW0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0810
 FW0810.The geoid height was determined by GEOID03.
 FW0810
 FW0810;                    North         East     Units Scale Factor Converg.
 FW0810;SPC VA S     - 1,188,044.085 3,771,559.316   MT  1.00000390   +1 52 35.4
 FW0810;SPC VA S     - 3,897,774.64 12,373,857.52   sFT  1.00000390   +1 52 35.4
 FW0810;SPC MD       -    36,852.450   539,838.622   MT  1.00006900   +0 59 56.7
 FW0810;SPC MD       -   120,906.75  1,771,120.55   sFT  1.00006900   +0 59 56.7
 FW0810;UTM  18      - 4,204,525.432   464,155.997   MT  0.99961582   -0 15 04.5
 FW0810
 FW0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0810!SPC VA S     -   1.00000544  x   1.00000390  =   1.00000934
 FW0810!SPC MD       -   1.00000544  x   1.00006900  =   1.00007444
 FW0810!UTM  18      -   1.00000544  x   0.99961582  =   0.99962126
 FW0810
 FW0810|---------------------------------------------------------------------|
 FW0810| PID    Reference Object                     Distance      Geod. Az  |
 FW0810|                                                           dddmmss.s |
 FW0810| DC7932 COCKLE RM 1                          21.900 METERS 03131     |
 FW0810| HU1607 LONG POINT                          APPROX. 3.7 KM 0541320.9 |
 FW0810| DC7933 COCKLE RM 2                          22.700 METERS 11249     |
 FW0810| FW0829 RED BEACON 4                        APPROX. 2.6 KM 1172354.3 |
 FW0810|---------------------------------------------------------------------|
 FW0810
 FW0810                          SUPERSEDED SURVEY CONTROL
 FW0810
 FW0810  NAD 83(1993)-  37 59 15.60619(N)    075 24 29.48374(W) AD(       ) 3
 FW0810  NAD 83(1986)-  37 59 15.60273(N)    075 24 29.51636(W) AD(       ) 3
 FW0810  NAD 27      -  37 59 15.15751(N)    075 24 30.80475(W) AD(       ) 3
 FW0810
 FW0810.Superseded values are not recommended for survey control.
 FW0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0810.See file dsdata.txt to determine how the superseded data were derived.
 FW0810
 FW0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6415604525(NAD 83)
 FW0810_MARKER: Z = SEE DESCRIPTION
 FW0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0810
 FW0810  HISTORY     - Date     Condition        Report By
 FW0810  HISTORY     - 1933     MONUMENTED       VACF
 FW0810  HISTORY     - 1934     GOOD             CGS
 FW0810  HISTORY     - 1942     GOOD             CGS
 FW0810  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FW0810
 FW0810                          STATION DESCRIPTION
 FW0810
 FW0810'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0810'ON COCKLE POINT ABOUT 230 YARDS NW FROM THE PRESENT POINT
 FW0810'AND 100 FEET FROM HIGH-WATER MARK NE IN THE CENTER OF WHAT
 FW0810'APPEARS TO HAVE BEEN A DIKE MANY YEARS AGO BOUNDED BY 2
 FW0810'NEARLY GROWN UP DITCHES AND NOW LEVEL WITH THE GENERAL SURFACE
 FW0810'OF THE MARSH.
 FW0810'
 FW0810'STATION IS MARKED BY A CONCRETE MONUMENT EXTENDING A FEW
 FW0810'INCHES ABOVE THE SURFACE OF THE MARSH.
 FW0810'
 FW0810'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0810
 FW0810                          STATION RECOVERY (1934)
 FW0810
 FW0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FW0810'ON W SIDE OF CHINCOTEAGUE BAY APPROXIMATELY 2 MILES SW OF
 FW0810'FRANKLIN CITY, VIRGINIA, ON A LOW MARSHY PROMONTORY KNOWN
 FW0810'AS COCKLE POINT.  STATION IS MARKED BY A SQUARE CONCRETE
 FW0810'POST WITH HOLE IN TOP THAT WAS SET BY THE VIRGINIA COMMISSION
 FW0810'OF FISHERIES.  STATION IS LOCATED IN MARSH APPROXIMATELY 8
 FW0810'METERS INLAND FROM EDGE OF A LOW SANDY RIDGE THAT PARALLELS
 FW0810'THE BEACH, 24-1/2 METERS FROM HIGH-WATER LINE TO THE N, AND
 FW0810'203 METERS MORE OR LESS FROM END OF POINT.  TWO STANDARD
 FW0810'C. AND G.S. REFERENCE MARKS WERE SET.
 FW0810
 FW0810                          STATION RECOVERY (1942)
 FW0810
 FW0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0810'THE STATION IS LOCATED ON THE WESTERN SHORE OF CHINCOTEAGUE
 FW0810'BAY, ABOUT TWO MILES S OF FRANKLIN CITY, VIRGINIA, AND THREE
 FW0810'MILES N OF QUEEN SOUND BRIDGE, ON A POINT OF MARSH, KNOWN
 FW0810'LOCALLY AS COCKLE POINT, ABOUT 190 METERS NW OF THE POINT,
 FW0810'22.9 METERS S OF MEAN HIGH WATER 39.8 METERS SW OF THE EDGE
 FW0810'OF A CURVE IN A SANDY RIDGE, AND ABOUT 4 METERS E OF THE
 FW0810'WESTERN OF TWO GROWN UP DITCHES.
 FW0810'
 FW0810'THE STATION IS THE HOLE IN THE CENTER OF THE TOP OF A STANDARD
 FW0810'VIRGINIA COMMISSION OF FISHERIES, 8-INCH SQUARE CONCRETE
 FW0810'MONUMENT, WHICH EXTENDS 2 INCHES ABOVE THE MARSH.  THE STATION
 FW0810'IS IN GOOD CONDITION.
 FW0810
 FW0810                          STATION RECOVERY (1961)
 FW0810
 FW0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0810'DESTROYED.  A CONCRETE MONUMENT WAS FOUND, WASHED OUT IN THE
 FW0810'DESCRIBED LOCATION.  THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4302 ***********************************************************************
 GV4302  DESIGNATION -  COCKLIN VFC 1930
 GV4302  PID         -  GV4302
 GV4302  STATE/COUNTY-  VA/GLOUCESTER
 GV4302  USGS QUAD   -  ACHILLES (1983)
 GV4302
 GV4302                         *CURRENT SURVEY CONTROL
 GV4302  ___________________________________________________________________
 GV4302* NAD 83(1993)-  37 18 16.65581(N)    076 26 48.97139(W)     ADJUSTED  
 GV4302* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4302  ___________________________________________________________________
 GV4302  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 GV4302  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV4302
 GV4302  HORZ ORDER  -  THIRD
 GV4302
 GV4302.The horizontal coordinates were established by classical geodetic methods
 GV4302.and adjusted by the National Geodetic Survey in September 1995..
 GV4302
 GV4302.The orthometric height was scaled from a topographic map.
 GV4302
 GV4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4302
 GV4302.The geoid height was determined by GEOID03.
 GV4302
 GV4302;                    North         East     Units Scale Factor Converg.
 GV4302;SPC VA S     - 1,109,767.875 3,681,990.821   MT  0.99994600   +1 14 45.8
 GV4302;SPC VA S     - 3,640,963.44 12,079,998.22   sFT  0.99994600   +1 14 45.8
 GV4302;UTM  18      - 4,129,647.876   371,769.044   MT  0.99980255   -0 52 37.3
 GV4302
 GV4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4302!SPC VA S     -   1.00000567  x   0.99994600  =   0.99995167
 GV4302!UTM  18      -   1.00000567  x   0.99980255  =   0.99980822
 GV4302
 GV4302:                Primary Azimuth Mark                     Grid Az
 GV4302:SPC VA S     -  STUMP VFC 1930                           033 15 46.5
 GV4302:UTM  18      -  STUMP VFC 1930                           035 23 09.6
 GV4302
 GV4302|---------------------------------------------------------------------|
 GV4302| PID    Reference Object                     Distance      Geod. Az  |
 GV4302|                                                           dddmmss.s |
 GV4302| GV4348 STUMP VFC 1930                      APPROX. 1.3 KM 0343032.3 |
 GV4302|---------------------------------------------------------------------|
 GV4302
 GV4302                          SUPERSEDED SURVEY CONTROL
 GV4302
 GV4302  NAD 83(1993)-  37 18 16.65641(N)    076 26 48.97800(W) AD(       ) 3
 GV4302  NAD 83(1986)-  37 18 16.66676(N)    076 26 49.00468(W) AD(       ) 3
 GV4302  NAD 27      -  37 18 16.17300(N)    076 26 50.16800(W) AD(       ) 3
 GV4302
 GV4302.Superseded values are not recommended for survey control.
 GV4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4302.See file dsdata.txt to determine how the superseded data were derived.
 GV4302
 GV4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7176929648(NAD 83)
 GV4302_MARKER: Z = SEE DESCRIPTION
 GV4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4302+STABILITY: SURFACE MOTION
 GV4302
 GV4302  HISTORY     - Date     Condition        Report By
 GV4302  HISTORY     - 1930     MONUMENTED       VACF
 GV4302  HISTORY     - 1944     GOOD             CGS
 GV4302  HISTORY     - 1952     GOOD             CGS
 GV4302  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4302
 GV4302                          STATION DESCRIPTION
 GV4302
 GV4302'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4302'STATION IS LOCATED ON LOW SAND RIDGE ON WHAT IS KNOWN AS
 GV4302'COCKLINS POINT, SEVERN RIVER, EASILY FOUND.
 GV4302'
 GV4302'STATION IS MARKED BY 4-FOOT LENGTH OF GALVANIZED-IRON PIPE,
 GV4302'EXTENDING ABOUT 8 INCHES OUT OF BLOCK OF CONCRETE, WHICH
 GV4302'IS SET FLUSH WITH SURFACE.
 GV4302
 GV4302                          STATION RECOVERY (1944)
 GV4302
 GV4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4302'STATION RECOVERED IN GOOD CONDITION AT THE HIGH-WATER LINE.
 GV4302'THE PIPE HAS BEEN BENT DOWN EVEN WITH THE CEMENT.  THE ORIGINAL
 GV4302'DESCRIPTION IS ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4302
 GV4302                          STATION RECOVERY (1952)
 GV4302
 GV4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4302'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1930 DESCRIPTION
 GV4302'USED WITH THE 1944 RECOVERY NOTE IS CONSIDERED ADEQUATE FOR
 GV4302'FUTURE RECOVERY.
 GV4302
 GV4302                          STATION RECOVERY (2002)
 GV4302
 GV4302'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5082 ***********************************************************************
 HV5082  DESIGNATION -  COCKPIT 2
 HV5082  PID         -  HV5082
 HV5082  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5082  USGS QUAD   -  QUANTICO (1994)
 HV5082
 HV5082                         *CURRENT SURVEY CONTROL
 HV5082  ___________________________________________________________________
 HV5082* NAD 83(1993)-  38 33 38.84207(N)    077 15 25.51054(W)     ADJUSTED  
 HV5082* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5082  ___________________________________________________________________
 HV5082  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 HV5082  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV5082
 HV5082  HORZ ORDER  -  SECOND
 HV5082
 HV5082.The horizontal coordinates were established by classical geodetic methods
 HV5082.and adjusted by the National Geodetic Survey in November 1994..
 HV5082
 HV5082.The orthometric height was scaled from a topographic map.
 HV5082
 HV5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5082
 HV5082.The geoid height was determined by GEOID03.
 HV5082
 HV5082;                    North         East     Units Scale Factor Converg.
 HV5082;SPC VA N     - 2,099,979.394 3,608,322.768   MT  0.99994887   +0 46 32.6
 HV5082;SPC VA N     - 6,889,682.40 11,838,305.61   sFT  0.99994887   +0 46 32.6
 HV5082;SPC MD       -    99,282.688   377,593.332   MT  0.99996488   -0 09 40.9
 HV5082;SPC MD       -   325,729.95  1,238,820.79   sFT  0.99996488   -0 09 40.9
 HV5082;UTM  18      - 4,270,454.014   303,340.950   MT  1.00007629   -1 24 26.6
 HV5082
 HV5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5082!SPC VA N     -   1.00000497  x   0.99994887  =   0.99995384
 HV5082!SPC MD       -   1.00000497  x   0.99996488  =   0.99996985
 HV5082!UTM  18      -   1.00000497  x   1.00007629  =   1.00008126
 HV5082
 HV5082:                Primary Azimuth Mark                     Grid Az
 HV5082:SPC VA N     -  FREESTONE                                013 51 38.0
 HV5082:SPC MD       -  FREESTONE                                014 47 51.5
 HV5082:UTM  18      -  FREESTONE                                016 02 37.2
 HV5082
 HV5082|---------------------------------------------------------------------|
 HV5082| PID    Reference Object                     Distance      Geod. Az  |
 HV5082|                                                           dddmmss.s |
 HV5082| HV5000 FREESTONE                           APPROX. 3.4 KM 0143810.6 |
 HV5082| HV5014 INDIAN HEAD RED AIRWAY BCN          APPROX. 8.0 KM 0691252.1 |
 HV5082| HV5081 BOUNDARY MONUMENT 46                  2.573 METERS 18600     |
 HV5082| HV5080 MARK USE 1928                         3.611 METERS 21051     |
 HV5082| DC6142 COCKPIT 2 RM                         11.318 METERS 33001     |
 HV5082|---------------------------------------------------------------------|
 HV5082
 HV5082                          SUPERSEDED SURVEY CONTROL
 HV5082
 HV5082  NAD 83(1993)-  38 33 38.84018(N)    077 15 25.51664(W) AD(       ) 2
 HV5082  NAD 83(1986)-  38 33 38.84126(N)    077 15 25.52177(W) AD(       ) 2
 HV5082  NAD 27      -  38 33 38.42400(N)    077 15 26.59400(W) AD(       ) 2
 HV5082
 HV5082.Superseded values are not recommended for survey control.
 HV5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5082.See file dsdata.txt to determine how the superseded data were derived.
 HV5082
 HV5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0334170454(NAD 83)
 HV5082_MARKER: DS = TRIANGULATION STATION DISK
 HV5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5082
 HV5082  HISTORY     - Date     Condition        Report By
 HV5082  HISTORY     - 1928     MONUMENTED       CGS
 HV5082  HISTORY     - 1929     GOOD             CGS
 HV5082  HISTORY     - 1929     GOOD             CGS
 HV5082  HISTORY     - 1938     GOOD             CGS
 HV5082  HISTORY     - 1955     GOOD             CGS
 HV5082  HISTORY     - 1956     GOOD             AMS
 HV5082  HISTORY     - 1959     MARK NOT FOUND   CGS
 HV5082  HISTORY     - 1964     MARK NOT FOUND   USN
 HV5082  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HV5082
 HV5082                          STATION DESCRIPTION
 HV5082
 HV5082'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5082'LOCATED ON COCKPIT POINT 25 FEET IN FROM HIGH-WATER LINE ON THE
 HV5082'POINT AT THE EDGE OF THE WOODS.
 HV5082'
 HV5082'STATION MARK AND STANDARD REFERENCE MARK ARE STANDARD BRONZE
 HV5082'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 HV5082'
 HV5082'A 4-INCH IRON PIPE OF THE ARMY ENGINEERS WAS USED AS A SECOND
 HV5082'REFERENCE MARK.
 HV5082'
 HV5082'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.4 METERS.
 HV5082
 HV5082                          STATION RECOVERY (1929)
 HV5082
 HV5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV5082'THE SURFACE-STATION MARK, THE REFERENCE MARK, AND THE U.S. ARMY
 HV5082'ENGINEERS MARK WERE RECOVERED AS DESCRIBED.  THE STATION MARK IS
 HV5082'SET IN A CONCRETE BLOCK WHICH IS ABOUT 10 INCHES SQUARE AT THE
 HV5082'SURFACE AND WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 HV5082'THE GROUND.  THE STATION IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 HV5082'HIGH-WATER LINE AND IS ABOUT 25 FEET IN FROM HIGH-WATER LINE
 HV5082'ON EITHER SIDE OF THE POINT.  THE MARK SETS OUT ABOUT 3 FEET
 HV5082'TOWARD THE END OF THE POINT FROM THE EDGE OF THE WOODS THAT
 HV5082'COVER THE GREATER PART OF COCKPIT POINT.
 HV5082'
 HV5082'THE STATION IS SET ON A SAND RIDGE WHICH FOLLOWS THE EDGE OF
 HV5082'THE WOODS AROUND THE POINT.  INSHORE FROM THIS RIDGE THE LAND
 HV5082'IS LOWER AND MARSHY.  A 15-FOOT TRIPOD AND SCAFFOLD WHICH WERE
 HV5082'ERECTED OVER THE MARK SHOULD HELP IDENTIFY THE POINT FOR A
 HV5082'NUMBER OF YEARS.
 HV5082
 HV5082                          STATION RECOVERY (1929)
 HV5082
 HV5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5082'THE STATION WAS RECOVERED ACCORDING TO THE RECOVERY NOTE OF F.L.
 HV5082'PEACOCK, IN 1929.  BOUNDARY MONUMENT NO. 46 IS 2.573 METERS
 HV5082'FROM THE STATION IN AZIMUTH 6 DEGREES.  THE GROUND AROUND THE
 HV5082'STATION MARK HAS GROWN UP IN WEEDS, AND THE BOUNDARY MONUMENT WILL
 HV5082'AID IN THE RECOVERY OF THE STATION.
 HV5082
 HV5082                          STATION RECOVERY (1938)
 HV5082
 HV5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5082'STATION MARK, U.S.E. MARK AND NEARBY BOUNDARY MONUMENT NO. 46
 HV5082'WERE RECOVERED.  REFERENCE MARK (NO NUMBER) WAS FOUND 2 FEET
 HV5082'BELOW THE SURFACE OF THE SAND, ON ITS SIDE, IN APPROXIMATELY
 HV5082'ITS ORIGINAL LOCATION.  IT WAS COVERED OVER AND LEFT IN THE
 HV5082'SAME PLACE.  ALL MARKS ARE GROUPED CLOSELY TOGETHER ALONG THE
 HV5082'OUTER EDGE OF THE LOW BRUSH AT COCKPIT POINT.  FOR MEASURED
 HV5082'DISTANCES TO THE HIGH-WATER LINE REFER TO THE RECOVERY NOTE
 HV5082'FOR BOUNDARY MONUMENT NO. 46.
 HV5082'
 HV5082'STATION MARK PROJECTS 4 INCHES ABOVE SURFACE.
 HV5082'
 HV5082'BOUNDARY MONUMENT NO. 46 PROJECTS 10 INCHES ABOVE SURFACE.
 HV5082'
 HV5082'THE STATION MARK IS STAMPED COCKPIT, 1928, INSTEAD OF COCKPIT
 HV5082'2, 1928.  (U.S.E MARK IS 4 INCHES BELOW THE SURFACE.)
 HV5082
 HV5082                          STATION RECOVERY (1955)
 HV5082
 HV5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WVP)
 HV5082'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 HV5082'
 HV5082'RECENT STORMS IN THE AREA HAVE BUILT UP THE S EDGE OF THE POINT,
 HV5082'AND EROSION HAS WASHED AWAY THE N SIDE OF THE POINT.  THE MARK
 HV5082'IS NOW 10 FT. S OF THE N SIDE OF THE POINT, AND 50 FT. N OF THE
 HV5082'S SIDE OF THE POINT.
 HV5082'
 HV5082'ACCESS TO THE STATION IS POSSIBLE BY FOLLOWING A TRACK ROAD S FROM
 HV5082'THE RAILROAD STATION AT CHERRY HILL TO A POINT WHERE THE ROAD
 HV5082'REACHES THE WATERS EDGE AT THE S END OF COCKPIT POINT.  FROM HERE
 HV5082'PACK N ALONG THE BEACH TO THE END OF THE POINT AND STATION.
 HV5082
 HV5082                          STATION RECOVERY (1956)
 HV5082
 HV5082'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5082'STATION RECOVERED IN GOOD CONDITION.
 HV5082
 HV5082                          STATION RECOVERY (1959)
 HV5082
 HV5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5082'STATION AND R.M. NOT FOUND.  BOUNDARY MONUMENT NO. 46 AND U.S.E.
 HV5082'MARK RECOVERED AS DESCRIBED.  LOCATION OF THE STATION DETERMINED
 HV5082'BY DISTANCE AND DIRECTION MEASUREMENTS.  STATION HAS EITHER
 HV5082'BEEN WASHED OUT OR REMOVED AS ITS POSITION IS NOW AT H.W.L.
 HV5082'AND THE NORTH SIDE OF THE POINT CONTINUES TO WASH AWAY.  PROBING
 HV5082'AND DIGGING TO A DEPTH OF NEARLY FIVE FEET WAS DONE IN AN EFFORT
 HV5082'TO LOCATE THE STATION.
 HV5082
 HV5082                          STATION RECOVERY (1964)
 HV5082
 HV5082'RECOVERY NOTE BY US NAVY 1964
 HV5082'STATION WAS NOT RECOVERED AFTER A BRIEF SEARCH OF THE AREA.
 HV5082
 HV5082                          STATION RECOVERY (1972)
 HV5082
 HV5082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5082'STATION WAS FOUND ON ITS SIDE AT APPROXIMATELY ITS CORRECT POSITION
 HV5082'UNDER ONE FOOT OF SAND.  THE DISK WAS REMOVED BY THIS PARTY.  RM WAS
 HV5082'NOT SEARCHED FOR.  MARK (USE) AND BOUNDARY MONUMENT 46 WERE FOUND
 HV5082'AS DESCRIBED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3758 ***********************************************************************
 GV3758  DESIGNATION -  COCKRELL VFC 1931
 GV3758  PID         -  GV3758
 GV3758  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3758  USGS QUAD   -  REEDVILLE (1992)
 GV3758
 GV3758                         *CURRENT SURVEY CONTROL
 GV3758  ___________________________________________________________________
 GV3758* NAD 83(1993)-  37 49 20.39083(N)    076 17 36.81501(W)     ADJUSTED  
 GV3758* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3758  ___________________________________________________________________
 GV3758  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 GV3758  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV3758
 GV3758  HORZ ORDER  -  THIRD
 GV3758
 GV3758.The horizontal coordinates were established by classical geodetic methods
 GV3758.and adjusted by the National Geodetic Survey in November 1994..
 GV3758
 GV3758.The orthometric height was scaled from a topographic map.
 GV3758
 GV3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3758
 GV3758.The geoid height was determined by GEOID03.
 GV3758
 GV3758;                    North         East     Units Scale Factor Converg.
 GV3758;SPC VA S     - 1,167,515.370 3,694,241.514   MT  0.99997684   +1 20 20.9
 GV3758;SPC VA S     - 3,830,423.34 12,120,190.70   sFT  0.99997684   +1 20 20.9
 GV3758;UTM  18      - 4,186,890.702   386,153.036   MT  0.99975964   -0 47 35.9
 GV3758
 GV3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3758!SPC VA S     -   1.00000564  x   0.99997684  =   0.99998248
 GV3758!UTM  18      -   1.00000564  x   0.99975964  =   0.99976528
 GV3758
 GV3758:                Primary Azimuth Mark                     Grid Az
 GV3758:SPC VA S     -  DOD VFC 1931                             109 07 26.2
 GV3758:UTM  18      -  DOD VFC 1931                             111 15 23.0
 GV3758
 GV3758|---------------------------------------------------------------------|
 GV3758| PID    Reference Object                     Distance      Geod. Az  |
 GV3758|                                                           dddmmss.s |
 GV3758| GV3767 DOD VFC 1931                        APPROX. 0.5 KM 1102747.1 |
 GV3758| GV3778 HOTEL USE 1931                      APPROX. 1.3 KM 1311112.4 |
 GV3758|---------------------------------------------------------------------|
 GV3758
 GV3758                          SUPERSEDED SURVEY CONTROL
 GV3758
 GV3758  NAD 83(1993)-  37 49 20.39641(N)    076 17 36.82894(W) AD(       ) 3
 GV3758  NAD 83(1986)-  37 49 20.39547(N)    076 17 36.83755(W) AD(       ) 3
 GV3758  NAD 27      -  37 49 19.93100(N)    076 17 38.03200(W) AD(       ) 3
 GV3758
 GV3758.Superseded values are not recommended for survey control.
 GV3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3758.See file dsdata.txt to determine how the superseded data were derived.
 GV3758
 GV3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8615386891(NAD 83)
 GV3758_MARKER: I = METAL ROD
 GV3758_SETTING: 0 = UNSPECIFIED SETTING
 GV3758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3758
 GV3758  HISTORY     - Date     Condition        Report By
 GV3758  HISTORY     - 1931     MONUMENTED       VACF
 GV3758  HISTORY     - 1938     MARK NOT FOUND   CGS
 GV3758  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3758
 GV3758                          STATION DESCRIPTION
 GV3758
 GV3758'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3758'ON THE SOUTHWEST ANGLE OF COCKRELLS POINT, ON GREAT WICOMICO
 GV3758'RIVER, A SHORT DISTANCE BACK OF A LARGE OAK STANDING AT THE
 GV3758'EDGE OF THE BANK.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3758'GALVANIZED IRON PIPE SURROUNDED UNDER THE SURFACE OF THE
 GV3758'LAND BY A BLOCK OF CONCRETE.
 GV3758
 GV3758                          STATION RECOVERY (1938)
 GV3758
 GV3758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV3758'STATION IS LOST.  THE BANK IN THIS VICINITY HAS BEEN WASHED
 GV3758'AWAY CONSIDERABLE IN THE PAST FEW YEARS.  NATIVES STATED
 GV3758'THAT MOST OF THE DAMAGE WAS DONE DURING THE HURRICANE IN
 GV3758'AUGUST, 1933.  ANGLES TAKEN WITH A SEXTANT IN THIS VICINITY
 GV3758'SHOWED DEFINITELY THAT THE POSITION OF THE MARK IS NOW OUTSIDE
 GV3758'THE HIGH WATER LINE.
 GV3758
 GV3758                          STATION RECOVERY (2002)
 GV3758
 GV3758'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3759 ***********************************************************************
 GV3759  DESIGNATION -  COCKRELLS CREEK LIGHT
 GV3759  PID         -  GV3759
 GV3759  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3759  USGS QUAD   -  REEDVILLE (1992)
 GV3759
 GV3759                         *CURRENT SURVEY CONTROL
 GV3759  ___________________________________________________________________
 GV3759* NAD 83(1993)-  37 49 09.79822(N)    076 17 04.20973(W)     ADJUSTED  
 GV3759* NAVD 88     -                                                        
 GV3759  ___________________________________________________________________
 GV3759  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 GV3759  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 GV3759
 GV3759  HORZ ORDER  -  THIRD
 GV3759
 GV3759.The horizontal coordinates were established by classical geodetic methods
 GV3759.and adjusted by the National Geodetic Survey in November 1994..
 GV3759
 GV3759
 GV3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3759
 GV3759.The geoid height was determined by GEOID03.
 GV3759
 GV3759;                    North         East     Units Scale Factor Converg.
 GV3759;SPC VA S     - 1,167,207.556 3,695,046.357   MT  0.99997644   +1 20 40.7
 GV3759;SPC VA S     - 3,829,413.46 12,122,831.26   sFT  0.99997644   +1 20 40.7
 GV3759;UTM  18      - 4,186,553.227   386,945.695   MT  0.99975742   -0 47 15.7
 GV3759
 GV3759                          SUPERSEDED SURVEY CONTROL
 GV3759
 GV3759  NAD 83(1993)-  37 49 09.80361(N)    076 17 04.22382(W) AD(       ) 4
 GV3759  NAD 83(1986)-  37 49 09.80278(N)    076 17 04.23239(W) AD(       ) 4
 GV3759  NAD 27      -  37 49 09.33700(N)    076 17 05.42800(W) AD(       ) 3
 GV3759
 GV3759.Superseded values are not recommended for survey control.
 GV3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3759.See file dsdata.txt to determine how the superseded data were derived.
 GV3759
 GV3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8694686553(NAD 83)
 GV3759_MARKER: 14 = NAVIGATION LIGHT
 GV3759_SETTING: 0 = UNSPECIFIED SETTING
 GV3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3759+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GV3759
 GV3759  HISTORY     - Date     Condition        Report By
 GV3759  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV3759  HISTORY     - 1943     GOOD             CGS
 GV3759  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GV3759  HISTORY     - 20021121 GOOD             USPSQD
 GV3759
 GV3759                          STATION DESCRIPTION
 GV3759
 GV3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV3759'LOCATED ON THE NORTHWEST SIDE OF COCKRELLS CREEK, OPPOSITE
 GV3759'FLEETON WHARF.  STRUCTURE IS A SINGLE STEEL PILE WITH CAGEWORK
 GV3759'AT THE TOP.
 GV3759'
 GV3759'ESTABLISHED ON APRIL 25, 1938, AND LOCATED ON APRIL 26, 1938.
 GV3759
 GV3759                          STATION RECOVERY (1943)
 GV3759
 GV3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3759'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV3759'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3759
 GV3759                          STATION RECOVERY (1955)
 GV3759
 GV3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3759'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 GV3759'IS ADEQUATE.  STATION USED AS A HYDROGRAPHIC SIGNAL.
 GV3759
 GV3759                          STATION RECOVERY (2002)
 GV3759
 GV3759'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3760 ***********************************************************************
 GV3760  DESIGNATION -  COCKRELLS POINT LIGHT
 GV3760  PID         -  GV3760
 GV3760  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3760  USGS QUAD   -  REEDVILLE (1992)
 GV3760
 GV3760                         *CURRENT SURVEY CONTROL
 GV3760  ___________________________________________________________________
 GV3760* NAD 83(1993)-  37 49 07.97973(N)    076 17 43.96948(W)     ADJUSTED  
 GV3760* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3760  ___________________________________________________________________
 GV3760  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 GV3760  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV3760
 GV3760  HORZ ORDER  -  THIRD
 GV3760
 GV3760.The horizontal coordinates were established by classical geodetic methods
 GV3760.and adjusted by the National Geodetic Survey in November 1994..
 GV3760
 GV3760.The orthometric height was scaled from a topographic map.
 GV3760
 GV3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3760
 GV3760.The geoid height was determined by GEOID03.
 GV3760
 GV3760;                    North         East     Units Scale Factor Converg.
 GV3760;SPC VA S     - 1,167,128.744 3,694,075.526   MT  0.99997637   +1 20 16.6
 GV3760;SPC VA S     - 3,829,154.89 12,119,646.12   sFT  0.99997637   +1 20 16.6
 GV3760;UTM  18      - 4,186,510.602   385,972.816   MT  0.99976014   -0 47 40.1
 GV3760
 GV3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3760!SPC VA S     -   1.00000564  x   0.99997637  =   0.99998201
 GV3760!UTM  18      -   1.00000564  x   0.99976014  =   0.99976578
 GV3760
 GV3760:                Primary Azimuth Mark                     Grid Az
 GV3760:SPC VA S     -  REEDVILLE MORRIS FACTORY STACK           037 28 48.2
 GV3760:UTM  18      -  REEDVILLE MORRIS FACTORY STACK           039 36 44.9
 GV3760
 GV3760|---------------------------------------------------------------------|
 GV3760| PID    Reference Object                     Distance      Geod. Az  |
 GV3760|                                                           dddmmss.s |
 GV3760| GV3788 REEDVILLE MORRIS FACTORY STACK      APPROX. 1.9 KM 0384904.8 |
 GV3760| GV3759 COCKRELLS CREEK LIGHT               APPROX. 1.0 KM 0864148.5 |
 GV3760| GV3778 HOTEL USE 1931                      APPROX. 1.3 KM 1122813.9 |
 GV3760|---------------------------------------------------------------------|
 GV3760
 GV3760                          SUPERSEDED SURVEY CONTROL
 GV3760
 GV3760  NAD 83(1993)-  37 49 07.98535(N)    076 17 43.98354(W) AD(       ) 3
 GV3760  NAD 83(1986)-  37 49 07.98440(N)    076 17 43.99212(W) AD(       ) 3
 GV3760  NAD 27      -  37 49 07.51900(N)    076 17 45.18600(W) AD(       ) 3
 GV3760
 GV3760.Superseded values are not recommended for survey control.
 GV3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3760.See file dsdata.txt to determine how the superseded data were derived.
 GV3760
 GV3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8597386511(NAD 83)
 GV3760_MARKER: 14 = NAVIGATION LIGHT
 GV3760
 GV3760  HISTORY     - Date     Condition        Report By
 GV3760  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV3760  HISTORY     - 1955     GOOD             CGS
 GV3760  HISTORY     - 20021121 GOOD             USPSQD
 GV3760
 GV3760                          STATION DESCRIPTION
 GV3760
 GV3760'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV3760'LOCATED ON THE EAST SIDE OF THE GREAT WICOMICO RIVER,
 GV3760'WEST-SOUTHWEST OF COCKRELLS POINT.  IT IS A RED SLATTED
 GV3760'THREE PILE WOODEN STRUCTURE, WITH BOX ON PLATFORM AND LIGHT
 GV3760'ON TOP OF BOX.  STATION IS THE TOP CENTER OF THE LIGHT.  REBUILT
 GV3760'IN 1936.
 GV3760
 GV3760                          STATION RECOVERY (1955)
 GV3760
 GV3760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3760'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 GV3760'IS ADEQUATE.
 GV3760
 GV3760                          STATION RECOVERY (2002)
 GV3760
 GV3760'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4303 ***********************************************************************
 GV4303  DESIGNATION -  COD VFC 1930
 GV4303  PID         -  GV4303
 GV4303  STATE/COUNTY-  VA/GLOUCESTER
 GV4303  USGS QUAD   -  ACHILLES (1983)
 GV4303
 GV4303                         *CURRENT SURVEY CONTROL
 GV4303  ___________________________________________________________________
 GV4303* NAD 83(1993)-  37 19 23.43446(N)    076 27 13.18154(W)     ADJUSTED  
 GV4303* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 GV4303  ___________________________________________________________________
 GV4303  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 GV4303  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV4303
 GV4303  HORZ ORDER  -  THIRD
 GV4303
 GV4303.The horizontal coordinates were established by classical geodetic methods
 GV4303.and adjusted by the National Geodetic Survey in September 1995..
 GV4303
 GV4303.The orthometric height was scaled from a topographic map.
 GV4303
 GV4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4303
 GV4303.The geoid height was determined by GEOID03.
 GV4303
 GV4303;                    North         East     Units Scale Factor Converg.
 GV4303;SPC VA S     - 1,111,813.040 3,681,350.163   MT  0.99994570   +1 14 31.1
 GV4303;SPC VA S     - 3,647,673.28 12,077,896.33   sFT  0.99994570   +1 14 31.1
 GV4303;UTM  18      - 4,131,715.079   371,204.680   MT  0.99980434   -0 52 53.4
 GV4303
 GV4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4303!SPC VA S     -   1.00000456  x   0.99994570  =   0.99995026
 GV4303!UTM  18      -   1.00000456  x   0.99980434  =   0.99980890
 GV4303
 GV4303:                Primary Azimuth Mark                     Grid Az
 GV4303:SPC VA S     -  MANSE VFC 1930                           041 02 09.0
 GV4303:UTM  18      -  MANSE VFC 1930                           043 09 33.5
 GV4303
 GV4303|---------------------------------------------------------------------|
 GV4303| PID    Reference Object                     Distance      Geod. Az  |
 GV4303|                                                           dddmmss.s |
 GV4303| GV4323 MANSE VFC 1930                      APPROX. 1.0 KM 0421640.1 |
 GV4303|---------------------------------------------------------------------|
 GV4303
 GV4303                          SUPERSEDED SURVEY CONTROL
 GV4303
 GV4303  NAD 83(1993)-  37 19 23.43575(N)    076 27 13.18744(W) AD(       ) 3
 GV4303  NAD 83(1986)-  37 19 23.44584(N)    076 27 13.21415(W) AD(       ) 3
 GV4303  NAD 27      -  37 19 22.94600(N)    076 27 14.37700(W) AD(       ) 3
 GV4303
 GV4303.Superseded values are not recommended for survey control.
 GV4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4303.See file dsdata.txt to determine how the superseded data were derived.
 GV4303
 GV4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7120531715(NAD 83)
 GV4303_MARKER: Z = SEE DESCRIPTION
 GV4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4303+STABILITY: SURFACE MOTION
 GV4303
 GV4303  HISTORY     - Date     Condition        Report By
 GV4303  HISTORY     - 1930     MONUMENTED       VACF
 GV4303  HISTORY     - 1944     GOOD             CGS
 GV4303  HISTORY     - 1952     GOOD             CGS
 GV4303  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4303
 GV4303                          STATION DESCRIPTION
 GV4303
 GV4303'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4303'STATION IS LOCATED ON COD POINT, BRYAN PLACE, VERY NEAR
 GV4303'ON LINE OF NORTHERN ROW OF PILING OF OLD STEAMBOAT WHARF,
 GV4303'ON HIGH GROUND.
 GV4303'
 GV4303'STATION IS MARKED BY 1-INCH GALVANIZED PIPE EXTENDING ABOUT
 GV4303'6 INCHES OUT OF CONCRETE BLOCK SET FLUSH WITH SURFACE OF
 GV4303'LAND.
 GV4303
 GV4303                          STATION RECOVERY (1944)
 GV4303
 GV4303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4303'STATION RECOVERED IN GOOD CONDITION, 10 METERS W OF HIGH-WATER
 GV4303'LINE.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE FOR
 GV4303'PRESENT-DAY RECOVERY.
 GV4303
 GV4303                          STATION RECOVERY (1952)
 GV4303
 GV4303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4303'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 GV4303'ORIGINAL 1930 DESCRIPTION USED WITH THE 1944 RECOVERY NOTE
 GV4303'IS CONSIDERED ADEQUATE FOR FUTURE RECOVERY.
 GV4303
 GV4303                          STATION RECOVERY (2002)
 GV4303
 GV4303'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3046 ***********************************************************************
 FY3046  DESIGNATION -  CODY
 FY3046  PID         -  FY3046
 FY3046  STATE/COUNTY-  VA/HALIFAX
 FY3046  USGS QUAD   -  REPUBLICAN GROVE (1990)
 FY3046
 FY3046                         *CURRENT SURVEY CONTROL
 FY3046  ___________________________________________________________________
 FY3046* NAD 83(1993)-  36 59 59.95628(N)    079 05 51.62933(W)     ADJUSTED  
 FY3046* NAVD 88     -       196.3    (meters)     644.     (feet)  VERTCON   
 FY3046  ___________________________________________________________________
 FY3046  X           -     964,613.737 (meters)                     COMP
 FY3046  Y           -  -5,008,073.564 (meters)                     COMP
 FY3046  Z           -   3,817,491.257 (meters)                     COMP
 FY3046  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FY3046  ELLIP HEIGHT-         164.79  (meters)          (05/17/02) GPS OBS
 FY3046  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FY3046
 FY3046  HORZ ORDER  -  FIRST
 FY3046  ELLP ORDER  -  FOURTH    CLASS II
 FY3046
 FY3046.The horizontal coordinates were established by classical geodetic methods
 FY3046.and adjusted by the National Geodetic Survey in September 1995..
 FY3046
 FY3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3046
 FY3046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3046
 FY3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3046
 FY3046.The ellipsoidal height was determined by GPS observations
 FY3046.and is referenced to NAD 83.
 FY3046
 FY3046.The geoid height was determined by GEOID03.
 FY3046
 FY3046;                    North         East     Units Scale Factor Converg.
 FY3046;SPC VA S     - 1,074,149.858 3,446,802.129   MT  0.99996585   -0 21 45.9
 FY3046;SPC VA S     - 3,524,106.66 11,308,383.32   sFT  0.99996585   -0 21 45.9
 FY3046;UTM  17      - 4,096,562.503   669,270.094   MT  0.99995298   +1 08 42.4
 FY3046
 FY3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3046!SPC VA S     -   0.99997414  x   0.99996585  =   0.99993999
 FY3046!UTM  17      -   0.99997414  x   0.99995298  =   0.99992712
 FY3046
 FY3046:                Primary Azimuth Mark                     Grid Az
 FY3046:SPC VA S     -  CODY AZ MK                               026 33 10.9
 FY3046:UTM  17      -  CODY AZ MK                               025 02 42.6
 FY3046
 FY3046|---------------------------------------------------------------------|
 FY3046| PID    Reference Object                     Distance      Geod. Az  |
 FY3046|                                                           dddmmss.s |
 FY3046| DC5068 CODY AZ MK                                         0261125.0 |
 FY3046| DC5069 CODY RM 1                            27.436 METERS 11739     |
 FY3046| DC5070 CODY RM 2                            35.628 METERS 18725     |
 FY3046|---------------------------------------------------------------------|
 FY3046
 FY3046                          SUPERSEDED SURVEY CONTROL
 FY3046
 FY3046  ELLIP H (09/08/95)  164.84   (m)                       GP(       ) 4 2
 FY3046  NAD 83(1986)-  36 59 59.95449(N)    079 05 51.63703(W) AD(       ) 1
 FY3046  NAD 27      -  36 59 59.46300(N)    079 05 52.55900(W) AD(       ) 1
 FY3046  NGVD 29 (07/01/93)  196.6    (m)          645.     (f) GPS OBS        
 FY3046
 FY3046.Superseded values are not recommended for survey control.
 FY3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3046.See file dsdata.txt to determine how the superseded data were derived.
 FY3046
 FY3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6927096563(NAD 83)
 FY3046_MARKER: DS = TRIANGULATION STATION DISK
 FY3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3046_SP_SET: CONCRETE POST
 FY3046_STAMPING: CODY 1941
 FY3046_MARK LOGO: CGS   
 FY3046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3046+STABILITY: SURFACE MOTION
 FY3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3046+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 FY3046
 FY3046  HISTORY     - Date     Condition        Report By
 FY3046  HISTORY     - 1941     MONUMENTED       CGS
 FY3046  HISTORY     - 1941     GOOD             CGS
 FY3046  HISTORY     - 1961     GOOD             VADH
 FY3046  HISTORY     - 1964     GOOD             CGS
 FY3046  HISTORY     - 19920213 GOOD             MSI
 FY3046
 FY3046                          STATION DESCRIPTION
 FY3046
 FY3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3046'STATION IS ON THE SUMMIT OF A RIDGE LYING ALONG THE S SIDE OF
 FY3046'BUFFALO CREEK, 8.5 MILES WSW OF BROOKNEAL, 9.5 MILES WNW OF
 FY3046'NATHALIE, 1.75 MILES N OF THE SMALL SETTLEMENT AND CROSSROADS OF
 FY3046'CODY.  THE STATION IS ON WHAT IS LOCALLY KNOWN AS THE OLD WALLER
 FY3046'HOME.  THE MARK IS 17.8 FEET N OF THE N CORNER OF THE
 FY3046'HOUSE, 30 FEET E OF THE CENTER LINE OF THE COUNTY ROAD NO. 640.
 FY3046'THE DISK IS STAMPED CODY 1941.  THE SURFACE MARK IS 3 INCHES
 FY3046'BELOW THE SURFACE OF THE GROUND.
 FY3046'
 FY3046'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FY3046'BRONZE DISKS SET IN CONCRETE.
 FY3046'
 FY3046'REFERENCE MARK NO. 1 IS E OF THE STATION, 7.5 FEET E OF THE E
 FY3046'CORNER OF A SMALL LOG BARN.  THE DISK IS STAMPED CODY NO. 1 1941,
 FY3046'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 FY3046'
 FY3046'REFERENCE MARK NO. 2 IS S OF THE STATION, 69 FEET S OF THE S
 FY3046'CORNER OF THE HOUSE AND 1 FOOT W OF THE PASTURE FENCE LINE.  THE
 FY3046'DISK IS STAMPED CODY NO. 2 1941 AND IT PROJECTS 6 INCHES ABOVE
 FY3046'THE GROUND.
 FY3046'
 FY3046'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ON PROPERTY
 FY3046'OWNED AND OCCUPIED BY MR. B.T. HARRIS, IT IS 3 FEET W OF A
 FY3046'COMBINED GARAGE AND BARN.  THE DISK IS STAMPED CODY 1941 AND
 FY3046'PROJECTS 4 INCHES ABOVE THE GROUND.  TO REACH THE MARK FROM THE
 FY3046'STATION, GO N ON DIRT ROAD FOR 0.25 MILE TO A DIRT ROAD RIGHT
 FY3046'LEADING UP TO A FARMHOUSE, TURN RIGHT AND GO 0.05 MILE TO
 FY3046'THE HOUSE, HERE TURN LEFT AND GO 0.05 MILE TO THE MARK AS
 FY3046'DESCRIBED.
 FY3046'
 FY3046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 501 AND
 FY3046'STATE ROUTE 40 IN BROOKNEAL, GO S ON THE COMBINED ROUTES FOR
 FY3046'1.85 MILES TO A Y.  HERE TAKE RIGHT FORK (ROUTE 40) AND GO 9.25
 FY3046'MILES TO DOUBLE CROSSROADS AT CODY.  HERE TAKE EXTREME RIGHT-HAND
 FY3046'ROAD (COUNTY ROAD 640) AND GO N FOR 1.5 MILES TO THE STATION
 FY3046'AS DESCRIBED ON THE RIGHT.
 FY3046'
 FY3046'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION NARUNA.
 FY3046'
 FY3046'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION STAUNTON
 FY3046'HILL.
 FY3046'
 FY3046'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION NATHALIE.
 FY3046'
 FY3046'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION VOLENS.
 FY3046'
 FY3046'A 110-FOOT TOWER WILL SEE A 120-FOOT LIGHT AT STATION CREWS.
 FY3046'
 FY3046'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION RICEVILLE.
 FY3046'
 FY3046'HEIGHT OF LIGHT ABOVE STATION MARK - 36 METERS.
 FY3046
 FY3046                          STATION RECOVERY (1941)
 FY3046
 FY3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FY3046'RECOVERED IN GOOD CONDITION.
 FY3046
 FY3046                          STATION RECOVERY (1961)
 FY3046
 FY3046'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 FY3046'STATION AND R.M. 1 AND 2 WERE FOUND IN GOOD CONDITION.  AZIMUTH
 FY3046'MARK WAS NOT SEARCHED FOR.
 FY3046
 FY3046                          STATION RECOVERY (1964)
 FY3046
 FY3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 FY3046'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FY3046'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FY3046
 FY3046                          STATION RECOVERY (1992)
 FY3046
 FY3046'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 FY3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3414 ***********************************************************************
 GA3414  DESIGNATION -  COEBURN
 GA3414  PID         -  GA3414
 GA3414  STATE/COUNTY-  VA/WISE
 GA3414  USGS QUAD   -  WISE (1991)
 GA3414
 GA3414                         *CURRENT SURVEY CONTROL
 GA3414  ___________________________________________________________________
 GA3414* NAD 83(1993)-  36 56 34.33559(N)    082 30 31.51521(W)     ADJUSTED  
 GA3414* NAVD 88     -       881.1    (meters)    2891.     (feet)  VERTCON   
 GA3414  ___________________________________________________________________
 GA3414  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GA3414  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA3414
 GA3414  HORZ ORDER  -  SECOND
 GA3414
 GA3414.The horizontal coordinates were established by classical geodetic methods
 GA3414.and adjusted by the National Geodetic Survey in December 1995..
 GA3414
 GA3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3414
 GA3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3414
 GA3414.The geoid height was determined by GEOID03.
 GA3414
 GA3414;                    North         East     Units Scale Factor Converg.
 GA3414;SPC VA S     - 1,075,223.449 3,143,024.362   MT  0.99997269   -2 25 58.8
 GA3414;SPC VA S     - 3,527,628.93 10,311,739.09   sFT  0.99997269   -2 25 58.8
 GA3414;UTM  17      - 4,089,598.160   365,652.266   MT  0.99982235   -0 54 24.9
 GA3414
 GA3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3414!SPC VA S     -   0.99986657  x   0.99997269  =   0.99983926
 GA3414!UTM  17      -   0.99986657  x   0.99982235  =   0.99968894
 GA3414
 GA3414:                Primary Azimuth Mark                     Grid Az
 GA3414:SPC VA S     -  VA CITY                                  092 10 21.7
 GA3414:UTM  17      -  VA CITY                                  090 38 47.8
 GA3414
 GA3414|---------------------------------------------------------------------|
 GA3414| PID    Reference Object                     Distance      Geod. Az  |
 GA3414|                                                           dddmmss.s |
 GA3414| GA3364 VA CITY                             APPROX.11.6 KM 0894422.9 |
 GA3414| DB9067 COEBURN RM 1                          6.154 METERS 09050     |
 GA3414| DB9068 COEBURN RM 2                         14.412 METERS 24833     |
 GA3414| GA3417 WISE RADIO STATION WNVA MAST        APPROX. 7.5 KM 2895420.5 |
 GA3414| GA3416 WISE COUNTY MEMORIAL HOSP TANK      APPROX. 7.8 KM 2951331.0 |
 GA3414|---------------------------------------------------------------------|
 GA3414
 GA3414                          SUPERSEDED SURVEY CONTROL
 GA3414
 GA3414  NAD 83(1993)-  36 56 34.33525(N)    082 30 31.51544(W) AD(       ) 2
 GA3414  NAD 83(1986)-  36 56 34.34491(N)    082 30 31.52297(W) AD(       ) 2
 GA3414  NAD 27      -  36 56 33.97640(N)    082 30 31.97184(W) AD(       ) 2
 GA3414  NGVD 29 (07/19/86)  881.2    (m)         2891.     (f) VERT ANG       
 GA3414
 GA3414.Superseded values are not recommended for survey control.
 GA3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3414.See file dsdata.txt to determine how the superseded data were derived.
 GA3414
 GA3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA6565289598(NAD 83)
 GA3414_MARKER: DE = TRAVERSE STATION DISK
 GA3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3414
 GA3414  HISTORY     - Date     Condition        Report By
 GA3414  HISTORY     - 1963     MONUMENTED       CGS
 GA3414
 GA3414                          STATION DESCRIPTION
 GA3414
 GA3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3414'THE STATION IS LOCATED ON WISE MOUNTAIN AT THE WISE MOUNTAIN
 GA3414'LOOKOUT TOWER, ABOUT 5 MILES SOUTHEAST OF WISE AND 2 MILES
 GA3414'WEST OF COEBURN.
 GA3414'
 GA3414'TO REACH THE STATION FROM THE POST OFFICE IN COEBURN, GO
 GA3414'WEST ON U.S. HIGHWAY 58 ALT. FOR 0.3 MILE TO THE JUNCTION
 GA3414'STATE ROUTE 72, TURN RIGHT ON STATE ROUTE 72 FOR 0.25 MILE
 GA3414'TO A SIDE ROAD LEFT, SIGN WISE, TURN LEFT ON COUNTY ROAD
 GA3414'646 AND GO 2.8 MILES TO TOP OF MOUNTAIN AND A SIDE ROAD RIGHT,
 GA3414'TURN SHARP RIGHT AND GO 0.1 MILE TO LOOKOUT TOWER AND STATION.
 GA3414'
 GA3414'THE STATION IS 16.9 FEET NORTH OF A POWER POLE NUMBER 108,
 GA3414'15.3 FEET NORTHWEST OF THE SOUTHEAST LEG OF LOOKOUT TOWER
 GA3414'AND 14.9 FEET SOUTHWEST OF THE NORTHWEST LEG OF LOOKOUT
 GA3414'TOWER.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE
 GA3414'POST, FLUSH AND STAMPED COEBURN 1963.
 GA3414'
 GA3414'REFERENCE MARK NO. 1 IS SET IN THE CENTER OF THE LOOKOUT
 GA3414'TOWER.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 GA3414'FLUSH AND STAMPED COEBURN NO 1 1963.
 GA3414'
 GA3414'REFERENCE MARK NO. 2 IS 42.2 FEET WEST OF A POWER POLE NUMBER
 GA3414'108 AND 19.7 FEET SOUTH OF THE APPROXIMATE CENTER OF TRACK
 GA3414'ROAD.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GA3414'OUTCROPPING BEDROCK WHICH PROJECTS 6-INCHES AND STAMPED
 GA3414'COEBURN NO 2 1963.
 GA3414'
 GA3414'THE AZIMUTH MARK IS 29.3 FEET SOUTH OF A POWER POLE, 14.9
 GA3414'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 58 ALT. AND 11
 GA3414'FEET EAST OF THE APPROXIMATE CENTER OF DRIVE-WAY.  IT IS A
 GA3414'U.S. COAST AND GEODETIC AND STATE SURVEY STATION NUMBER
 GA3414'2540 CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE
 GA3414'CULVERT.
 GA3414'
 GA3414'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN COEBURN,
 GA3414'GO WEST ON U.S. HIGHWAY 58 ALT. FOR 2.1 MILES TO THE MARK
 GA3414'ON THE RIGHT.
 GA3414'
 GA3414'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5386 ***********************************************************************
 GV5386  DESIGNATION -  COGGINS 2
 GV5386  PID         -  GV5386
 GV5386  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5386  USGS QUAD   -  WESTOVER (1994)
 GV5386
 GV5386                         *CURRENT SURVEY CONTROL
 GV5386  ___________________________________________________________________
 GV5386* NAD 83(1993)-  37 17 56.44009(N)    077 09 51.70400(W)     ADJUSTED  
 GV5386* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV5386  ___________________________________________________________________
 GV5386  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 GV5386  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV5386
 GV5386  HORZ ORDER  -  SECOND
 GV5386
 GV5386.The horizontal coordinates were established by classical geodetic methods
 GV5386.and adjusted by the National Geodetic Survey in September 1995..
 GV5386
 GV5386.The orthometric height was scaled from a topographic map.
 GV5386
 GV5386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5386
 GV5386.The geoid height was determined by GEOID03.
 GV5386
 GV5386;                    North         East     Units Scale Factor Converg.
 GV5386;SPC VA S     - 1,108,003.316 3,618,409.863   MT  0.99994611   +0 48 38.3
 GV5386;SPC VA S     - 3,635,174.21 11,871,399.69   sFT  0.99994611   +0 48 38.3
 GV5386;UTM  18      - 4,130,239.680   308,168.040   MT  1.00005332   -1 18 43.0
 GV5386
 GV5386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5386!SPC VA S     -   1.00000456  x   0.99994611  =   0.99995067
 GV5386!UTM  18      -   1.00000456  x   1.00005332  =   1.00005788
 GV5386
 GV5386:                Primary Azimuth Mark                     Grid Az
 GV5386:SPC VA S     -  TIN WAREHOUSE SOUTH GABLE                011 35 05.5
 GV5386:UTM  18      -  TIN WAREHOUSE SOUTH GABLE                013 42 26.8
 GV5386
 GV5386|---------------------------------------------------------------------|
 GV5386| PID    Reference Object                     Distance      Geod. Az  |
 GV5386|                                                           dddmmss.s |
 GV5386| GV5378 TIN WAREHOUSE SOUTH GABLE           APPROX. 1.3 KM 0122343.8 |
 GV5386| GV5383 WESTOVER RED DWELLING W S CHIM      APPROX. 1.8 KM 0382112.5 |
 GV5386| GV5387 JCF USE 1942                          4.416 METERS 09039     |
 GV5386| DC5257 COGGINS 2 RM 1                       23.700 METERS 12930     |
 GV5386| DC5258 COGGINS 2 RM 2                       17.845 METERS 21937     |
 GV5386|---------------------------------------------------------------------|
 GV5386
 GV5386                          SUPERSEDED SURVEY CONTROL
 GV5386
 GV5386  NAD 83(1993)-  37 17 56.44116(N)    077 09 51.70423(W) AD(       ) 2
 GV5386  NAD 83(1986)-  37 17 56.44525(N)    077 09 51.72201(W) AD(       ) 2
 GV5386  NAD 27      -  37 17 55.91000(N)    077 09 52.81600(W) AD(       ) 2
 GV5386
 GV5386.Superseded values are not recommended for survey control.
 GV5386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5386.See file dsdata.txt to determine how the superseded data were derived.
 GV5386
 GV5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0816830240(NAD 83)
 GV5386_MARKER: DS = TRIANGULATION STATION DISK
 GV5386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5386
 GV5386  HISTORY     - Date     Condition        Report By
 GV5386  HISTORY     - 1942     MONUMENTED       CGS
 GV5386  HISTORY     - 1942     GOOD             CGS
 GV5386  HISTORY     - 1948     GOOD             CGS
 GV5386  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5386  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5386
 GV5386                          STATION DESCRIPTION
 GV5386
 GV5386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5386'ON THE EXTREME NORTHERLY TIP OF COGGINS POINT ON THE S SHORE
 GV5386'OF THE JAMES RIVER.
 GV5386'
 GV5386'MARK IS SET ON A 10-FOOT BLUFF ABOUT 10 FEET BACK FROM THE
 GV5386'EDGE.
 GV5386'
 GV5386'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE,
 GV5386'AS DESCRIBED IN NOTES 1A AND 11A.
 GV5386'
 GV5386'NO UNDERGROUND MARK WAS ESTABLISHED.  NO AZIMUTH MARK ESTABLISHED.
 GV5386'
 GV5386'TO REACH BY TRUCK FROM HOPEWELL GO E ON STATE ROUTE 10 FOR
 GV5386'6.1 MILES FROM THE NORFOLK AND WESTERN DEPOT TO ROAD 641.
 GV5386'THENCE LEFT ON ROAD 641 FOR 0.9 MILE TO SIDE ROAD TO LEFT
 GV5386'(MARKED BY MAIL BOXES AND CEDAR TREE).  FOLLOW SIDE ROAD
 GV5386'FOR 1.55 MILES TO FORKS.  TAKE RIGHT FORK FOR 0.8 MILE PAST
 GV5386'RED HOUSE AND TO FARM BUILDINGS.  THERE IS AN OLD WATER TOWER
 GV5386'NEARBY.  PASS THROUGH BARNYARD TOWARD RIVER, THEN THROUGH
 GV5386'TWO GATES AND PROCEED EASTERLY ALONG ROAD ON TOP OF RIVER
 GV5386'BANK.  AT END OF ROAD TURN LEFT AND FOLLOW WOODS ROAD FOR
 GV5386'200 YARDS UP HILL TO STATION.
 GV5386'
 GV5386'A TRAVERSE TIE WAS MADE TO J.C.F. (U.S.E.) WHICH IS SET ON
 GV5386'THE SAME ELEVATION IN RANGE WITH THE SIDE OF AN ABANDONED
 GV5386'WHARF WHICH JUTS INTO THE RIVER FROM THE POINT.
 GV5386
 GV5386                          STATION RECOVERY (1942)
 GV5386
 GV5386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5386'1942 DESCRIPTION ADEQUATE.
 GV5386
 GV5386                          STATION RECOVERY (1948)
 GV5386
 GV5386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5386'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS FOUND
 GV5386'TO BE IN GOOD CONDITION AND APPARENTLY UNDISTURBED.  AMEND
 GV5386'DESCRIPTION--(LAST PARAGRAPH TO READ)--J.C.F. (U.S.E.) ON
 GV5386'SAME ELEVATION IN RANGE WITH SMALL BOAT LANDING DOWNSTREAM
 GV5386'INSTEAD OF SIDE OF ABANDONED WHARF.
 GV5386
 GV5386                          STATION RECOVERY (1998)
 GV5386
 GV5386'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5386'MARK NOT FOUND.
 GV5386
 GV5386                          STATION RECOVERY (2003)
 GV5386
 GV5386'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3961 ***********************************************************************
 GV3961  DESIGNATION -  COHEN
 GV3961  PID         -  GV3961
 GV3961  STATE/COUNTY-  VA/C OF HAMPTON
 GV3961  USGS QUAD   -  HAMPTON (1986)
 GV3961
 GV3961                         *CURRENT SURVEY CONTROL
 GV3961  ___________________________________________________________________
 GV3961* NAD 83(1993)-  37 00 51.14545(N)    076 19 48.79845(W)     ADJUSTED  
 GV3961* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3961  ___________________________________________________________________
 GV3961  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 GV3961  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 GV3961
 GV3961  HORZ ORDER  -  FIRST
 GV3961
 GV3961.The horizontal coordinates were established by classical geodetic methods
 GV3961.and adjusted by the National Geodetic Survey in September 1995..
 GV3961
 GV3961.The orthometric height was scaled from a topographic map.
 GV3961
 GV3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3961
 GV3961.The geoid height was determined by GEOID03.
 GV3961
 GV3961;                    North         East     Units Scale Factor Converg.
 GV3961;SPC VA S     - 1,077,778.354 3,693,075.752   MT  0.99996430   +1 19 00.8
 GV3961;SPC VA S     - 3,536,011.15 12,116,366.03   sFT  0.99996430   +1 19 00.8
 GV3961;UTM  18      - 4,097,275.492   381,661.167   MT  0.99977252   -0 48 03.3
 GV3961
 GV3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3961!SPC VA S     -   1.00000549  x   0.99996430  =   0.99996979
 GV3961!UTM  18      -   1.00000549  x   0.99977252  =   0.99977801
 GV3961
 GV3961:                Primary Azimuth Mark                     Grid Az
 GV3961:SPC VA S     -  HAMPTON MUNICIPAL TANK                   040 42 22.9
 GV3961:UTM  18      -  HAMPTON MUNICIPAL TANK                   042 49 27.0
 GV3961
 GV3961|---------------------------------------------------------------------|
 GV3961| PID    Reference Object                     Distance      Geod. Az  |
 GV3961|                                                           dddmmss.s |
 GV3961| GV4088 HAMPTON MUNICIPAL TANK              APPROX. 0.6 KM 0420123.7 |
 GV3961| GV0205 CURRY                               APPROX. 0.5 KM 0932032.8 |
 GV3961| AJ3089 COHEN RM 1                           22.900 METERS 25548     |
 GV3961| AJ3090 COHEN RM 2                           21.992 METERS 33620     |
 GV3961|---------------------------------------------------------------------|
 GV3961
 GV3961                          SUPERSEDED SURVEY CONTROL
 GV3961
 GV3961  NAD 83(1986)-  37 00 51.15148(N)    076 19 48.83421(W) AD(       ) 1
 GV3961  NAD 27      -  37 00 50.62680(N)    076 19 50.04760(W) AD(       ) 1
 GV3961
 GV3961.Superseded values are not recommended for survey control.
 GV3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3961.See file dsdata.txt to determine how the superseded data were derived.
 GV3961
 GV3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8166197275(NAD 83)
 GV3961_MARKER: DS = TRIANGULATION STATION DISK
 GV3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3961_STAMPING: COHEN 1953
 GV3961_MARK LOGO: CGS   
 GV3961_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3961+STABILITY: SURFACE MOTION
 GV3961
 GV3961  HISTORY     - Date     Condition        Report By
 GV3961  HISTORY     - 1953     MONUMENTED       CGS
 GV3961  HISTORY     - 1955     GOOD             AMS
 GV3961  HISTORY     - 1960     GOOD             CGS
 GV3961  HISTORY     - 19800509 GOOD             USPSQD
 GV3961  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 GV3961  HISTORY     - 1988     GOOD             USPSQD
 GV3961  HISTORY     - 19950509 GOOD             USPSQD
 GV3961
 GV3961                          STATION DESCRIPTION
 GV3961
 GV3961'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 GV3961'THE STATION IS LOCATED ON GOVERNMENT PROPERTY AT THE OLD
 GV3961'SOLDIERS HOME IN PHOEBUS.  IT IS 31 FEET EAST OF THE CENTER
 GV3961'OF A BLACKTOP DRIVEWAY, 18 FEET WEST OF THE WEST BANK OF
 GV3961'A SMALL INLET AND 10 FEET EAST OF A SMALL ELM TREE.  THE
 GV3961'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 GV3961'DISK IS STAMPED COHEN 1953.
 GV3961'
 GV3961'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN A SIDEWALK.
 GV3961'IT IS 27 FEET WEST OF THE CENTER OF THE DRIVEWAY, 14 FEET
 GV3961'NORTH OF AN 8 INCH ELM TREE AND 1 FOOT WEST OF THE EAST
 GV3961'EDGE OF THE SIDEWALK.  THE DISK IS STAMPED COHEN 1953 NO 1.
 GV3961'
 GV3961'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE SAME
 GV3961'SIDEWALK AS NO. 1 AND IS 25 FEET EAST OF THE EAST SIDE OF
 GV3961'A LARGE WHITE HOUSE, 21 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 GV3961'7 FEET WEST OF AN 8 INCH ELM TREE AND 1 FOOT WEST OF THE
 GV3961'EAST EDGE OF THE SIDEWALK.  THE DISK IS STAMPED COHEN 1953 NO 2.
 GV3961'
 GV3961'PHOEBUS MUNICIPAL WATER TANK WAS USED AS AN AZIMUTH MARK AND
 GV3961'IS VG FROM THE STATION.
 GV3961'
 GV3961'TO REACH THE STATION FROM THE ENTRANCE GATE TO THE OLD SOLDIERS
 GV3961'HOME, PASS THROUGH THE GATE AND GO ABOUT 100 YARDS TO A FORK,
 GV3961'TAKE THE LEFT FORK AND GO 0.1 MILE TO A LARGE WHITE HOUSE
 GV3961'ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 GV3961'
 GV3961'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GV3961
 GV3961                          STATION RECOVERY (1955)
 GV3961
 GV3961'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3961'STATION IN GOOD CONDITION.  IT IS 60 FEET SE OF INTERSECTION
 GV3961'CENTERLINES SIDEWALKS, 6 FEET SW OF PROJECTION OF NW-SE SIDEWALK.
 GV3961
 GV3961                          STATION RECOVERY (1960)
 GV3961
 GV3961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3961'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 GV3961'CONDITION.  THE MARKS IS ACROSS THE STREET FROM BUILDING
 GV3961'NO. 6 FRANKLIN BLVD.
 GV3961
 GV3961                          STATION RECOVERY (1980)
 GV3961
 GV3961'RECOVERY NOTE BY US POWER SQUADRON 1980 (CLN)
 GV3961'THE STATION MARK AND REFERENCE MARKS ONE AND TWO WERE RECOVERED IN
 GV3961'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 GV3961'CORRECT, HOWEVER THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 GV3961'SHORTER BY 0.012 M (0.039 FT) AND THE ANGLE BETWEEN THE REFERENCE
 GV3961'MARKS WAS FOUND TO BE GREATER BY 2 MINUTES AND 29 SECONDS WHEN
 GV3961'COMPARED WITH THE 1953 DESCRIPTION.  A COMPLETE NEW DESCRIPTION
 GV3961'FOLLOWS.
 GV3961' 
 GV3961'THE STATION IS LOCATED IN THE CITY OF HAMPTON ON THE NORTHSHORE OF THE
 GV3961'JAMES RIVER ON THE SOUTHEAST SIDE OF THE VETERANS HOSPITAL AND HOME ON
 GV3961'US GOVERNMENT PROPERTY ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF THE TOWN OF
 GV3961'PHOEBUS.  TO REACH THE STATION FROM THE ENTRANCE GATE TO THE VETERANS
 GV3961'HOSPITAL, PASS THROUGH THE GATE CROSSING BRIDGE AND GO ABOUT 100 YARDS
 GV3961'TO A FORK, TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 0.1 MI (0.2 KM)
 GV3961'TO A SIDE ROAD LEFT AT A LARGE TWO-STORY HOUSE, TURN LEFT AND GO ABOUT
 GV3961'50 YARDS TO THE STATION ON THE LEFT.
 GV3961' 
 GV3961'STATION MARK IS A STANDARD DISK STAMPED--COHEN 1953--, SET IN THE TOP
 GV3961'OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 3-INCHES BELOW THE
 GV3961'GROUND SURFACE.  IT IS 9.2 FT (2.8 M) SOUTH SOUTHEAST OF AN 8-INCH ELM
 GV3961'TREE, 30 FT (9.1 M) SOUTHEAST OF THE MACADAM ROAD, 33 FT (10.1 M)
 GV3961'NORTHWEST OF THE WEST BANK OF A SMALL INLET, 35.8 FT (10.9 M)
 GV3961'NORTHEAST OF A METAL LIGHT POLE NUMBERED 58 AND 80 FT (24.4 M)
 GV3961'SOUTHEAST OF THE SOUTHEAST CORNER OF PORCH ON THE TWO-STORY HOUSE
 GV3961'WHICH IS BUILDING NUMBER 124.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 GV3961'REFERENCE MARK 1 IS A STANDARD DISK--STAMPED COHEN NO 1 1953--,
 GV3961'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 44 FT (13.4 M) WEST OF
 GV3961'THE LIGHTPOLE, 5.2 FT (1.6 M) SOUTHWEST OF THE CENTER OF A SIDEWALK
 GV3961'CROSSING AND 65 FT (19.8 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 GV3961'PORCH.
 GV3961' 
 GV3961'REFERENCE MARK 2 IS A STANDARD DISK--STAMPED COHEN NO 2 1953--,
 GV3961'CEMENTED IN A DRILL HOLE IN THE SIDEWALK. IT IS 25 FT (7.6 M)
 GV3961'SOUTHEAST OF THE SOUTHEAST FACE OF THE HOUSE, 26.2 FT (8.0 M)
 GV3961'NORTHWEST OF THE CENTER OF THE ROAD, 41.7 FT (12.7 M) EAST OF THE
 GV3961'SOUTHEAST CORNER OF THE PORCH AND 43.5 FT (13.3 M) NORTHEAST OF THE
 GV3961'CENTER OF THE CROSSWALK.
 GV3961' 
 GV3961'STATION VETERAN IS A STANDARD DISK STAMPED--VETERAN 1941--, SET IN THE
 GV3961'TOP OF AN 18-INCH SQUARE CONCRETE POST THAT IS RECESSED 2-INCHES BELOW
 GV3961'THE GROUND SURFACE.  IT IS 95.5 FT (29.1 M) WEST OF THE NORTHEAST END
 GV3961'OF A SEAWALL, 100.8 FT (30.7 M) NORTH OF SEAWALL AT A CORNER POST
 GV3961'WHERE THE WALL TURNS TO THE WEST, 115.8 FT (35.3 M) SOUTHWEST OF A
 GV3961'METAL LIGHTPOLE NUMBERED 60, 188.2 SOUTH OF THE SOUTHEAST CORNER OF
 GV3961'THE JAMESTOWN SETTLEMENT MONUMENT AND 492.6 FT (150.1 M) SOUTHWEST OF
 GV3961'THE STATION.  DESCRIBED BY H D MCKINNEY.
 GV3961
 GV3961                          STATION RECOVERY (1983)
 GV3961
 GV3961'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MC)
 GV3961'STATION RECOVERED NOT RECOVERED.
 GV3961'
 GV3961'SEARCH OF AREA REVEALED THAT SOME LAND SCAPING HAS BEEN DONE IN THE
 GV3961'AREA.  ELMTREE NO LONGER IN EXISTENCE.  MARKER PRESUMED DESTROYED.
 GV3961'
 GV3961'RM 1 RECOVERED IN GOOD CONDITION.
 GV3961'
 GV3961'RM 2 RECOVERED IN GOOD CONDITION.
 GV3961
 GV3961                          STATION RECOVERY (1988)
 GV3961
 GV3961'RECOVERY NOTE BY US POWER SQUADRON 1988 (ARF)
 GV3961'RECOVERED IN GOOD CONDITION.
 GV3961
 GV3961                          STATION RECOVERY (1995)
 GV3961
 GV3961'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4915 ***********************************************************************
 GV4915  DESIGNATION -  COHOKE
 GV4915  PID         -  GV4915
 GV4915  STATE/COUNTY-  VA/KING WILLIAM
 GV4915  USGS QUAD   -  NEW KENT (1978)
 GV4915
 GV4915                         *CURRENT SURVEY CONTROL
 GV4915  ___________________________________________________________________
 GV4915* NAD 83(1993)-  37 33 03.30859(N)    076 56 45.75643(W)     ADJUSTED  
 GV4915* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4915  ___________________________________________________________________
 GV4915  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 GV4915  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 GV4915
 GV4915  HORZ ORDER  -  THIRD
 GV4915
 GV4915.The horizontal coordinates were established by classical geodetic methods
 GV4915.and adjusted by the National Geodetic Survey in November 1994..
 GV4915
 GV4915.The orthometric height was scaled from a topographic map.
 GV4915
 GV4915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4915
 GV4915.The geoid height was determined by GEOID03.
 GV4915
 GV4915;                    North         East     Units Scale Factor Converg.
 GV4915;SPC VA S     - 1,136,252.411 3,637,302.939   MT  0.99995051   +0 56 35.3
 GV4915;SPC VA S     - 3,727,854.79 11,933,384.73   sFT  0.99995051   +0 56 35.3
 GV4915;UTM  18      - 4,157,770.080   328,097.366   MT  0.99996400   -1 11 10.8
 GV4915
 GV4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4915!SPC VA S     -   1.00000543  x   0.99995051  =   0.99995594
 GV4915!UTM  18      -   1.00000543  x   0.99996400  =   0.99996943
 GV4915
 GV4915:                Primary Azimuth Mark                     Grid Az
 GV4915:SPC VA S     -  CAVE                                     004 53 32.6
 GV4915:UTM  18      -  CAVE                                     007 01 18.7
 GV4915
 GV4915|---------------------------------------------------------------------|
 GV4915| PID    Reference Object                     Distance      Geod. Az  |
 GV4915|                                                           dddmmss.s |
 GV4915| GV4908 CAVE                                APPROX. 0.8 KM 0055007.9 |
 GV4915| GV4994 TRUNK                               481.031 METERS 0681207.9 |
 GV4915| GV4910 CHANDLERS HOUSE NORTH CHIMNEY       APPROX. 1.1 KM 1531125.2 |
 GV4915| GV4944 HOUSE ON HIGH BANK NORTH GABLE      APPROX. 1.8 KM 1761746.9 |
 GV4915| DC9125 COHOKE RM 1                           1.006 METERS 18503     |
 GV4915| DC9126 COHOKE RM 2                          12.502 METERS 26206     |
 GV4915| DC9127 COHOKE RM 3                          18.643 METERS 32018     |
 GV4915|---------------------------------------------------------------------|
 GV4915
 GV4915                          SUPERSEDED SURVEY CONTROL
 GV4915
 GV4915  NAD 83(1986)-  37 33 03.30988(N)    076 56 45.77205(W) AD(       ) 3
 GV4915  NAD 27      -  37 33 02.79000(N)    076 56 46.89700(W) AD(       ) 3
 GV4915
 GV4915.Superseded values are not recommended for survey control.
 GV4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4915.See file dsdata.txt to determine how the superseded data were derived.
 GV4915
 GV4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2809757770(NAD 83)
 GV4915_MARKER: Z = SEE DESCRIPTION
 GV4915_SETTING: 0 = UNSPECIFIED SETTING
 GV4915
 GV4915  HISTORY     - Date     Condition        Report By
 GV4915  HISTORY     - 1911     MONUMENTED       CGS
 GV4915  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4915  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4915
 GV4915                          STATION DESCRIPTION
 GV4915
 GV4915'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4915'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4915'ON THE E FRONT OF COHOKE MARSH, ABOUT OPPOSITE A POINT 70 METERS
 GV4915'BELOW POINT OF ISLAND IN RIVER, ON THE DECIDEDLY MOST PROMINENT
 GV4915'POINT OF WOODED MARSH.
 GV4915'
 GV4915'STATION IS MARKED BY AN IRON PIPE 4 INCHES IN DIAMETER FILLED
 GV4915'WITH AND SET IN CONCRETE, STANDING 8 INCHES ABOVE SURFACE.  IT
 GV4915'IS 12 METERS BELOW POINT ON LOWER SIDE OF CREEK 10 METERS WIDE,
 GV4915'MAKING BACK INTO SWAMP.
 GV4915'
 GV4915'REFERENCE MARK NO. 1 IS A 10-PENNY NAIL IN TRIANGLE CUT ON
 GV4915'10-INCH GUM, STANDING ON SHORE, DISTANT 7.006 METERS ON A LINE
 GV4915'179 DEG 13 MIN 19 SEC. TO RIGHT OF STATION CAVE.
 GV4915'
 GV4915'REFERENCE MARK NO. 3 IS A 20-PENNY SPIKE IN TRIANGLE CUT ON
 GV4915'24-INCH GUM TREE, DISTANT 18.643 METERS ON LINE 314 DEG 27 MIN
 GV4915'54 SEC.  TO RIGHT OF LINE TO STATION CAVE.
 GV4915'
 GV4915'REFERENCE MARK NO. 2 IS A NAIL IN A TRIANGLE CUT ON A 9-INCH
 GV4915'GUM, 3 METERS BELOW BANK OF CREEK, DISTANT 12.502 METERS ON
 GV4915'LINE 256 DEG 15 MIN 26 SEC TO RIGHT OF LINE TO STATION CAVE.
 GV4915
 GV4915                          STATION RECOVERY (1999)
 GV4915
 GV4915'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4915'MARK NOT FOUND.
 GV4915
 GV4915                          STATION RECOVERY (2003)
 GV4915
 GV4915'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1085 ***********************************************************************
 FX1085  DESIGNATION -  COLA
 FX1085  PID         -  FX1085
 FX1085  STATE/COUNTY-  VA/SUSSEX
 FX1085  USGS QUAD   -  STONY CREEK (1986)
 FX1085
 FX1085                         *CURRENT SURVEY CONTROL
 FX1085  ___________________________________________________________________
 FX1085* NAD 83(1993)-  36 52 40.82370(N)    077 24 14.06988(W)     ADJUSTED  
 FX1085* NAVD 88     -        30.954  (meters)     101.55   (feet)  ADJUSTED  
 FX1085  ___________________________________________________________________
 FX1085  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 FX1085  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FX1085  DYNAMIC HT  -          30.930 (meters)     101.48  (feet)  COMP
 FX1085  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 FX1085
 FX1085  HORZ ORDER  -  SECOND
 FX1085  VERT ORDER  -  SECOND    CLASS 0
 FX1085
 FX1085.The horizontal coordinates were established by classical geodetic methods
 FX1085.and adjusted by the National Geodetic Survey in September 1995..
 FX1085
 FX1085.The orthometric height was determined by differential leveling
 FX1085.and adjusted by the National Geodetic Survey in June 1991..
 FX1085
 FX1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1085
 FX1085.The geoid height was determined by GEOID03.
 FX1085
 FX1085.The dynamic height is computed by dividing the NAVD 88
 FX1085.geopotential number by the normal gravity value computed on the
 FX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1085.degrees latitude (g = 980.6199 gals.).
 FX1085
 FX1085.The modeled gravity was interpolated from observed gravity values.
 FX1085
 FX1085;                    North         East     Units Scale Factor Converg.
 FX1085;SPC VA S     - 1,061,012.050 3,597,716.613   MT  0.99998166   +0 39 54.9
 FX1085;SPC VA S     - 3,481,003.70 11,803,508.59   sFT  0.99998166   +0 39 54.9
 FX1085;UTM  18      - 4,084,037.522   285,750.727   MT  1.00016553   -1 26 35.4
 FX1085
 FX1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1085!SPC VA S     -   1.00000049  x   0.99998166  =   0.99998215
 FX1085!UTM  18      -   1.00000049  x   1.00016553  =   1.00016603
 FX1085
 FX1085:                Primary Azimuth Mark                     Grid Az
 FX1085:SPC VA S     -  NOTTO                                    007 18 10.5
 FX1085:UTM  18      -  NOTTO                                    009 24 40.8
 FX1085
 FX1085|---------------------------------------------------------------------|
 FX1085| PID    Reference Object                     Distance      Geod. Az  |
 FX1085|                                                           dddmmss.s |
 FX1085| FX1082 NOTTO                               APPROX. 2.3 KM 0075805.4 |
 FX1085| FX1088 OWEN                                APPROX. 1.3 KM 2024442.8 |
 FX1085| FX1086 COLA RM 1                            12.783 METERS 23417     |
 FX1085| FX1084 COLA RM 2                            11.917 METERS 34238     |
 FX1085|---------------------------------------------------------------------|
 FX1085
 FX1085                          SUPERSEDED SURVEY CONTROL
 FX1085
 FX1085  NAD 83(1986)-  36 52 40.83027(N)    077 24 14.08847(W) AD(       ) 2
 FX1085  NAD 27      -  36 52 40.29600(N)    077 24 15.16690(W) AD(       ) 2
 FX1085  NGVD 29 (??/??/92)   31.318  (m)          102.75   (f) ADJ UNCH    2 0
 FX1085
 FX1085.Superseded values are not recommended for survey control.
 FX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1085.See file dsdata.txt to determine how the superseded data were derived.
 FX1085
 FX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8575184038(NAD 83)
 FX1085_MARKER: DS = TRIANGULATION STATION DISK
 FX1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1085_STAMPING: COLA 1959
 FX1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1085+STABILITY: SURFACE MOTION
 FX1085
 FX1085  HISTORY     - Date     Condition        Report By
 FX1085  HISTORY     - 1959     MONUMENTED       CGS
 FX1085  HISTORY     - 1959     GOOD             CGS
 FX1085  HISTORY     - 1965     GOOD             CGS
 FX1085  HISTORY     - 1978     SEE DESCRIPTION  NGS
 FX1085  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1085  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1085
 FX1085                          STATION DESCRIPTION
 FX1085
 FX1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX1085'STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF STONY CREEK, ABOUT
 FX1085'6 MILES NORTH-NORTHEAST OF JARRATT, ON THE EAST SIDE OF THE
 FX1085'HIGHWAY AND ON THE HIGHWAY RIGHT-OF-WAY.
 FX1085'
 FX1085'STATION, STAMPED COLA 1959, IS SET FLUSH WITH THE SURFACE OF
 FX1085'THE GROUND.  IT IS 80 FEET EAST OF THE CENTERLINE OF THE NORTH
 FX1085'BOUND LANE OF U.S. HIGHWAY 301, 141 FEET SOUTH-SOUTHEAST OF
 FX1085'POWER POLE 423, 5 FEET SOUTHEAST OF THE EAST EDGE OF A DRAINAGE
 FX1085'DITCH AND 3.3 FEET SOUTH OF A C AND GS SIGN.
 FX1085'
 FX1085'R.M. 1, STAMPED COLA NO 1 1959, IS SET FLUSH WITH THE SURFACE
 FX1085'OF THE GROUND.  IT IS 54 FEET EAST OF THE CENTERLINE OF THE
 FX1085'NORTH BOUND LANE OF U.S. HIGHWAY 301, 45 FEET SOUTH-SOUTHWEST OF
 FX1085'A C AND GS SIGN, 20 FEET SOUTH OF THE SOUTH EDGE OF THE DRAINAGE
 FX1085'DITCH AND ABOUT THE SAME ELEVATION AS THE STATION.
 FX1085'
 FX1085'R.M. 2, STAMPED COLA NO 2 1959, IS SET FLUSH WITH THE SURFACE
 FX1085'OF THE GROUND.  IT IS 102 FEET SOUTH-SOUTHEAST OF POWER POLE 423,
 FX1085'55 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S.
 FX1085'HIGHWAY 301, 14 FEET WEST OF THE WEST EDGE OF THE DRAINAGE
 FX1085'DITCH AND ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.
 FX1085'
 FX1085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301
 FX1085'AND STATE HIGHWAY 40 IN STONY CREEK, GO SOUTH ON U.S. HIGHWAY
 FX1085'301 FOR 4.7 MILES TO A CROSSOVER BETWEEN THE NORTH BOUND LANE
 FX1085'AND THE SOUTH BOUND LANE OF U.S. HIGHWAY 301, TURN SHARP LEFT, GO
 FX1085'NORTH ON THE NORTH BOUND LANE OF U.S. HIGHWAY 301 FOR 0.2 MILE
 FX1085'TO THE STATION ON THE RIGHT, EAST SIDE OF THE ROAD.
 FX1085'
 FX1085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX1085
 FX1085                          STATION RECOVERY (1959)
 FX1085
 FX1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX1085'4.7 MI S FROM STONY CREEK.
 FX1085'4.7 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE HIGH SCHOOL AT
 FX1085'STONY CREEK, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF COUNTY
 FX1085'ROAD 640 LEADING SOUTHEAST, 77 FEET EAST OF THE CENTER LINE OF THE
 FX1085'NORTH BOUND LANE OF THE HIGHWAY, 90 FEET NORTH OF A HIGHWAY
 FX1085'RIGHT-OF-WAY MARKER AT A FENCE CORNER, 39 FEET SOUTH-SOUTHEAST OF
 FX1085'R M 2, 42 FEET NORTH-NORTHEAST OF R M 1, 138 FEET SOUTH OF POWER
 FX1085'LINE POLE 423, 17 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 3 1/2
 FX1085'FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET
 FX1085'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 FX1085'PROJECTING 1 INCH.
 FX1085
 FX1085                          STATION RECOVERY (1965)
 FX1085
 FX1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 FX1085'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FX1085'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FX1085
 FX1085                          STATION RECOVERY (1978)
 FX1085
 FX1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FX1085'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FX1085'CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED THE 1959
 FX1085'DESCRIPTION.  THE STATION WAS DESTROYED AT THIS TIME BY MARK
 FX1085'MAINTENANCE DUE TO CONSTRUCTION OF INTERSTATE 95.
 FX1085
 FX1085                          STATION RECOVERY (1997)
 FX1085
 FX1085'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1085'MARK NOT FOUND.
 FX1085
 FX1085                          STATION RECOVERY (2002)
 FX1085
 FX1085'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4140 ***********************************************************************
 FX4140  DESIGNATION -  COLA 2
 FX4140  PID         -  FX4140
 FX4140  STATE/COUNTY-  VA/SUSSEX
 FX4140  USGS QUAD   -  STONY CREEK (1986)
 FX4140
 FX4140                         *CURRENT SURVEY CONTROL
 FX4140  ___________________________________________________________________
 FX4140* NAD 83(1993)-  36 53 05.97364(N)    077 24 10.88784(W)     ADJUSTED  
 FX4140* NAVD 88     -        29.64   (meters)      97.2    (feet)  RESET     
 FX4140  ___________________________________________________________________
 FX4140  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 FX4140  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 FX4140
 FX4140  HORZ ORDER  -  SECOND
 FX4140  VERT ORDER  -  THIRD
 FX4140
 FX4140.The horizontal coordinates were established by classical geodetic methods
 FX4140.and adjusted by the National Geodetic Survey in September 1995..
 FX4140
 FX4140.The orthometric height was computed from unverified reset data.
 FX4140.No vertical observational check was made to the station.
 FX4140
 FX4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4140
 FX4140.The geoid height was determined by GEOID03.
 FX4140
 FX4140;                    North         East     Units Scale Factor Converg.
 FX4140;SPC VA S     - 1,061,788.183 3,597,786.401   MT  0.99998063   +0 39 56.8
 FX4140;SPC VA S     - 3,483,550.06 11,803,737.55   sFT  0.99998063   +0 39 56.8
 FX4140;UTM  18      - 4,084,810.705   285,849.042   MT  1.00016501   -1 26 34.3
 FX4140
 FX4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4140!SPC VA S     -   1.00000070  x   0.99998063  =   0.99998133
 FX4140!UTM  18      -   1.00000070  x   1.00016501  =   1.00016571
 FX4140
 FX4140|---------------------------------------------------------------------|
 FX4140| PID    Reference Object                     Distance      Geod. Az  |
 FX4140|                                                           dddmmss.s |
 FX4140| DC8746 COLA 2 RM 4                           9.554 METERS 00615     |
 FX4140| FX2615 NOTTO 2                             APPROX. 1.5 KM 0082458.5 |
 FX4140| DC8745 COLA 2 RM 3                           8.461 METERS 18625     |
 FX4140|---------------------------------------------------------------------|
 FX4140
 FX4140                          SUPERSEDED SURVEY CONTROL
 FX4140
 FX4140  NAD 83(1986)-  36 53 05.98020(N)    077 24 10.90633(W) AD(       ) 2
 FX4140  NAD 27      -  36 53 05.44609(N)    077 24 11.98471(W) AD(       ) 2
 FX4140  NGVD 29 (03/21/06)   30.00   (m)           98.4    (f) RESET       3  
 FX4140
 FX4140.Superseded values are not recommended for survey control.
 FX4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4140.See file dsdata.txt to determine how the superseded data were derived.
 FX4140
 FX4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8584984811(NAD 83)
 FX4140_MARKER: DS = TRIANGULATION STATION DISK
 FX4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4140_STAMPING: COLA 2 1978
 FX4140_PROJECTION: FLUSH
 FX4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4140+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 FX4140
 FX4140  HISTORY     - Date     Condition        Report By
 FX4140  HISTORY     - 1978     MONUMENTED       NGS
 FX4140  HISTORY     - 1978     GOOD             NGS
 FX4140  HISTORY     - 19970401 GOOD             USPSQD
 FX4140  HISTORY     - 20020110 GOOD             USPSQD
 FX4140
 FX4140                          STATION DESCRIPTION
 FX4140
 FX4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FX4140'THE STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF JARRET, 4 MILES SOUTH
 FX4140'OF STONY CREEK ON THE RIGHT-OF-WAY OF OLD U. S. HIGHWAY 301 AT A
 FX4140'ROADSIDE REST AREA.
 FX4140'
 FX4140'TO REACH THE STATION FROM THE JUNCTION OF OLD U. S. HIGHWAY 301 AND
 FX4140'STATE ROUTE 40 IN STONY CREEK, GO SOUTH ON OLD U. S. 301 FOR 4.15
 FX4140'MILES TO THE CREST OF A LOW RISE AND THE STATION ON THE RIGHT.
 FX4140'
 FX4140'THE STATION MARK, STAMPED COLA 2 1978, IS A STANDARD DISK SET IN THE
 FX4140'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FX4140'IT IS 147 FEET NORTH OF A POWER LINE POLE, 129 FEET SOUTH OF A
 FX4140'POWER LINE POLE, 32.9 FEET WEST OF THE CENTERLINE OF U. S. 301 AND
 FX4140'1.6 FEET SOUTH OF A WITNESS POST.
 FX4140'
 FX4140'REFERENCE MARK 3, STAMPED COLA 2 NO 3 1978, IS A STANDARD DISK SET IN
 FX4140'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FX4140'GROUND.  IT IS 119 FEET NORTH OF A POWER LINE POLE, 156.5 FEET
 FX4140'SOUTH OF A POWER LINE POLE, 32.3 FEET WEST OF THE CENTERLINE OF U.
 FX4140'S. 301 AND 29.5 FEET SOUTH OF A WITNESS POST.
 FX4140'
 FX4140'REFERENCE MARK 4, STAMPED COLA 2 NO 4 1978, IS A STANDARD DISK SET IN
 FX4140'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FX4140'GROUND.  IT IS 178 FEET NORTH OF A POWER LINE POLE, 97.5 FEET SOUTH
 FX4140'OF A POWER LINE POLE, 32.8 FEET WEST OF THE CENTERLINE OF U. S. 301,
 FX4140'29.5 FEET NORTH OF A WITNESS POST AND 2 FEET SOUTH OF A WITNESS POST.
 FX4140'
 FX4140'TRIANGULATION STATION COLA 1959 AND REFERENCE MARKS 1 AND 2 WERE
 FX4140'DESTROYED BY MARK MAINTENANCE AT THIS TIME.
 FX4140
 FX4140                          STATION RECOVERY (1978)
 FX4140
 FX4140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX4140'4.15 MI SOUTH FROM STONY CREEK.
 FX4140'4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE HIGH SCHOOL IN
 FX4140'STONY CREEK ON A LOW RISE IN A REST AREA, 147 FEET NORTH OF A
 FX4140'POWERLINE POLE, 129 FEET SOUTH OF A POWERLINE POLE, 32.9 FEET WEST
 FX4140'OF THE CENTERLINE OF U.S 301 SOUTH.
 FX4140'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 FX4140
 FX4140                          STATION RECOVERY (1997)
 FX4140
 FX4140'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4140'RECOVERED IN GOOD CONDITION.
 FX4140
 FX4140                          STATION RECOVERY (2002)
 FX4140
 FX4140'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX4140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1086 ***********************************************************************
 FX1086  DESIGNATION -  COLA RM 1
 FX1086  PID         -  FX1086
 FX1086  STATE/COUNTY-  VA/SUSSEX
 FX1086  USGS QUAD   -  STONY CREEK (1986)
 FX1086
 FX1086                         *CURRENT SURVEY CONTROL
 FX1086  ___________________________________________________________________
 FX1086* NAD 83(1986)-  36 52 41.     (N)    077 24 14.     (W)     SCALED    
 FX1086* NAVD 88     -        30.728  (meters)     100.81   (feet)  ADJUSTED  
 FX1086  ___________________________________________________________________
 FX1086  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FX1086  DYNAMIC HT  -          30.704 (meters)     100.73  (feet)  COMP
 FX1086  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 FX1086
 FX1086  VERT ORDER  -  SECOND    CLASS 0
 FX1086
 FX1086.The horizontal coordinates were scaled from a topographic map and have
 FX1086.an estimated accuracy of +/- 6 seconds.
 FX1086
 FX1086.The orthometric height was determined by differential leveling
 FX1086.and adjusted by the National Geodetic Survey in June 1991..
 FX1086
 FX1086.The geoid height was determined by GEOID03.
 FX1086
 FX1086.The dynamic height is computed by dividing the NAVD 88
 FX1086.geopotential number by the normal gravity value computed on the
 FX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1086.degrees latitude (g = 980.6199 gals.).
 FX1086
 FX1086.The modeled gravity was interpolated from observed gravity values.
 FX1086
 FX1086;                    North         East    Units  Estimated Accuracy
 FX1086;SPC VA S     - 1,061,020.    3,597,720.      MT  (+/- 180 meters Scaled)
 FX1086
 FX1086                          SUPERSEDED SURVEY CONTROL
 FX1086
 FX1086  NGVD 29 (??/??/92)   31.091  (m)          102.00   (f) ADJ UNCH    2 0
 FX1086
 FX1086.Superseded values are not recommended for survey control.
 FX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1086.See file dsdata.txt to determine how the superseded data were derived.
 FX1086
 FX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF857840(NAD 83)
 FX1086_MARKER: DR = REFERENCE MARK DISK
 FX1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1086_STAMPING: COLA NO 1 1959
 FX1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1086+STABILITY: SURFACE MOTION
 FX1086
 FX1086  HISTORY     - Date     Condition        Report By
 FX1086  HISTORY     - 1959     MONUMENTED       CGS
 FX1086  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1086  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1086
 FX1086                          STATION DESCRIPTION
 FX1086
 FX1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1086'4.7 MI S FROM STONY CREEK.
 FX1086'42 FEET SOUTH-SOUTHWEST OF COLA DESCRIBED, 65.9 FEET SOUTH OF
 FX1086'R M 2, 54 1/2 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE
 FX1086'OF U.S. HIGHWAY 301, 58 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 FX1086'MARKER AT A FENCE CORNER, 32 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 FX1086'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE NORTH BOUND LANE OF
 FX1086'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FX1086
 FX1086                          STATION RECOVERY (1997)
 FX1086
 FX1086'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1086'MARK NOT FOUND.
 FX1086
 FX1086                          STATION RECOVERY (2002)
 FX1086
 FX1086'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1084 ***********************************************************************
 FX1084  DESIGNATION -  COLA RM 2
 FX1084  PID         -  FX1084
 FX1084  STATE/COUNTY-  VA/SUSSEX
 FX1084  USGS QUAD   -  STONY CREEK (1986)
 FX1084
 FX1084                         *CURRENT SURVEY CONTROL
 FX1084  ___________________________________________________________________
 FX1084* NAD 83(1986)-  36 52 41.     (N)    077 24 14.     (W)     SCALED    
 FX1084* NAVD 88     -        30.660  (meters)     100.59   (feet)  ADJUSTED  
 FX1084  ___________________________________________________________________
 FX1084  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FX1084  DYNAMIC HT  -          30.636 (meters)     100.51  (feet)  COMP
 FX1084  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 FX1084
 FX1084  VERT ORDER  -  SECOND    CLASS 0
 FX1084
 FX1084.The horizontal coordinates were scaled from a topographic map and have
 FX1084.an estimated accuracy of +/- 6 seconds.
 FX1084
 FX1084.The orthometric height was determined by differential leveling
 FX1084.and adjusted by the National Geodetic Survey in June 1991..
 FX1084
 FX1084.The geoid height was determined by GEOID03.
 FX1084
 FX1084.The dynamic height is computed by dividing the NAVD 88
 FX1084.geopotential number by the normal gravity value computed on the
 FX1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1084.degrees latitude (g = 980.6199 gals.).
 FX1084
 FX1084.The modeled gravity was interpolated from observed gravity values.
 FX1084
 FX1084;                    North         East    Units  Estimated Accuracy
 FX1084;SPC VA S     - 1,061,020.    3,597,720.      MT  (+/- 180 meters Scaled)
 FX1084
 FX1084                          SUPERSEDED SURVEY CONTROL
 FX1084
 FX1084  NGVD 29 (??/??/92)   31.024  (m)          101.78   (f) ADJ UNCH    2 0
 FX1084
 FX1084.Superseded values are not recommended for survey control.
 FX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1084.See file dsdata.txt to determine how the superseded data were derived.
 FX1084
 FX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF857840(NAD 83)
 FX1084_MARKER: DR = REFERENCE MARK DISK
 FX1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1084_STAMPING: COLA NO 2 1959
 FX1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1084+STABILITY: SURFACE MOTION
 FX1084
 FX1084  HISTORY     - Date     Condition        Report By
 FX1084  HISTORY     - 1959     MONUMENTED       CGS
 FX1084  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1084  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1084
 FX1084                          STATION DESCRIPTION
 FX1084
 FX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1084'4.7 MI S FROM STONY CREEK.
 FX1084'39 FEET NORTH-NORTHWEST OF COLA DESCRIBED, 65.9 FEET NORTH OF
 FX1084'R M 1, 55 1/2 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 FX1084'LANE OF THE HIGHWAY, 102 1/2 FEET SOUTH-SOUTHEAST OF POWER LINE
 FX1084'POLE 423, 39 FEET WEST OF A FENCE LINE, ABOUT 1 1/2 FEET ABOVE THE
 FX1084'LEVEL OF THE NORTH BOUND LANE OF HIGHWAY, AND SET IN TOP OF A
 FX1084'CONCRETE POST PROJECTING 2 INCHES.
 FX1084
 FX1084                          STATION RECOVERY (1997)
 FX1084
 FX1084'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1084'MARK NOT FOUND.
 FX1084
 FX1084                          STATION RECOVERY (2002)
 FX1084
 FX1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5571 ***********************************************************************
 HV5571  DESIGNATION -  COLD 1958
 HV5571  PID         -  HV5571
 HV5571  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5571  USGS QUAD   -  MIDDLEBURG (1981)
 HV5571
 HV5571                         *CURRENT SURVEY CONTROL
 HV5571  ___________________________________________________________________
 HV5571* NAD 83(1993)-  38 56 04.56235(N)    077 39 27.64497(W)     ADJUSTED  
 HV5571* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 HV5571  ___________________________________________________________________
 HV5571  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 HV5571  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV5571
 HV5571  HORZ ORDER  -  THIRD
 HV5571
 HV5571.The horizontal coordinates were established by classical geodetic methods
 HV5571.and adjusted by the National Geodetic Survey in November 1994..
 HV5571
 HV5571.The orthometric height was scaled from a topographic map.
 HV5571
 HV5571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5571
 HV5571.The geoid height was determined by GEOID03.
 HV5571
 HV5571;                    North         East     Units Scale Factor Converg.
 HV5571;SPC VA N     - 2,141,076.207 3,573,030.670   MT  0.99996366   +0 31 32.5
 HV5571;SPC VA N     - 7,024,514.19 11,722,518.12   sFT  0.99996366   +0 31 32.5
 HV5571;UTM  18      - 4,312,878.063   269,637.658   MT  1.00025349   -1 40 15.3
 HV5571
 HV5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5571!SPC VA N     -   0.99995252  x   0.99996366  =   0.99991618
 HV5571!UTM  18      -   0.99995252  x   1.00025349  =   1.00020600
 HV5571
 HV5571                          SUPERSEDED SURVEY CONTROL
 HV5571
 HV5571  NAD 83(1993)-  38 56 04.56300(N)    077 39 27.65349(W) AD(       ) 3
 HV5571  NAD 83(1986)-  38 56 04.56199(N)    077 39 27.65595(W) AD(       ) 3
 HV5571  NAD 27      -  38 56 04.16406(N)    077 39 28.68179(W) AD(       ) 3
 HV5571
 HV5571.Superseded values are not recommended for survey control.
 HV5571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5571.See file dsdata.txt to determine how the superseded data were derived.
 HV5571
 HV5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6963812878(NAD 83)
 HV5571_MARKER: DT = TOPOGRAPHIC STATION DISK
 HV5571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV5571_SP_SET: METAL PIPE IMBEDDED IN GROUND
 HV5571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5571
 HV5571  HISTORY     - Date     Condition        Report By
 HV5571  HISTORY     - 1958     MONUMENTED       CGS
 HV5571
 HV5571                          STATION DESCRIPTION
 HV5571
 HV5571'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5571'STATION IS APPROXIMATELY 4.8 MILES SOUTHEAST OF MIDDLEBURG,
 HV5571'3.0 MILES SOUTH-SOUTHWEST OF ALDIE, 0.6 MILE SOUTH ALONG
 HV5571'RIDGE FROM COLD SPRING GAP AND ON THE SUMMIT OF WOODED HILL
 HV5571'WHICH RISED TO APPROXIMATE ELEVATION OF 110 FEET AND IS SITUATED
 HV5571'AT THE EXTREMITY OF BULL RUN MOUNTAINS.
 HV5571'
 HV5571'STATION IS MARKED BY A STANDARD U.S. COAST AND GEODETIC SURVEY
 HV5571'TOPOGRAPHIC DISK STAMPED COLD 1958, SET IN A 3 INCH IRON
 HV5571'PIPE WHICH PROJECTS 6 INCHES.  A TARGET WAS ERECTED OVER
 HV5571'THE MARK AND WAS THE POINT OBSERVED ON.
 HV5571'
 HV5571'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 15 AT
 HV5571'GILBERTS CORNER, GO SOUTH ON U.S. HIGHWAY 15 FOR 2.25 MILES TO
 HV5571'CROSSROAD JUNCTION WITH COUNTY ROUTE 600, TURN RIGHT AND
 HV5571'FOLLOW COUNTY ROUTE 600 WEST FOR 0.65 MILE TO A T-ROAD RIGHT,
 HV5571'CONTINUE STRAIGHT AHEAD ON COUNTY HIGHWAY 600 AND GO 0.75 MILE
 HV5571'TO WOODS ROAD LEADING RIGHT, TURN RIGHT AND FOLLOW WOODS ROAD
 HV5571'WESTERLY FOR 0.05 MILE TO FORKS, KEEP RIGHT FORK AND GO 0.45
 HV5571'MILE TO END OF ROAD AND END OF TRUCK TRAVEL.  PACK
 HV5571'WEST-SOUTHWEST UP STEEP SLOPE ABOUT 0.25 MILE TO THE
 HV5571'HIGHEST POINT AND THE STATION BENEATH A LARGE HICKORY
 HV5571'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1505 ***********************************************************************
 GV1505  DESIGNATION -  COLD HARBOR
 GV1505  PID         -  GV1505
 GV1505  STATE/COUNTY-  VA/HANOVER
 GV1505  USGS QUAD   -  SEVEN PINES (1994)
 GV1505
 GV1505                         *CURRENT SURVEY CONTROL
 GV1505  ___________________________________________________________________
 GV1505* NAD 83(1993)-  37 35 29.46134(N)    077 16 14.48945(W)     ADJUSTED  
 GV1505* NAVD 88     -        58.537  (meters)     192.05   (feet)  ADJUSTED  
 GV1505  ___________________________________________________________________
 GV1505  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 GV1505  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1505  DYNAMIC HT  -          58.497 (meters)     191.92  (feet)  COMP
 GV1505  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1505
 GV1505  HORZ ORDER  -  SECOND
 GV1505  VERT ORDER  -  THIRD
 GV1505
 GV1505.The horizontal coordinates were established by classical geodetic methods
 GV1505.and adjusted by the National Geodetic Survey in November 1994..
 GV1505
 GV1505.The orthometric height was determined by differential leveling
 GV1505.and adjusted by the National Geodetic Survey in June 1991..
 GV1505
 GV1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1505
 GV1505.The geoid height was determined by GEOID03.
 GV1505
 GV1505.The dynamic height is computed by dividing the NAVD 88
 GV1505.geopotential number by the normal gravity value computed on the
 GV1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1505.degrees latitude (g = 980.6199 gals.).
 GV1505
 GV1505.The modeled gravity was interpolated from observed gravity values.
 GV1505
 GV1505;                    North         East     Units Scale Factor Converg.
 GV1505;SPC VA S     - 1,140,334.859 3,608,561.175   MT  0.99995302   +0 44 46.0
 GV1505;SPC VA S     - 3,741,248.62 11,839,087.79   sFT  0.99995302   +0 44 46.0
 GV1505;UTM  18      - 4,162,918.629   299,525.069   MT  1.00009506   -1 23 08.3
 GV1505
 GV1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1505!SPC VA S     -   0.99999603  x   0.99995302  =   0.99994905
 GV1505!UTM  18      -   0.99999603  x   1.00009506  =   1.00009109
 GV1505
 GV1505|---------------------------------------------------------------------|
 GV1505| PID    Reference Object                     Distance      Geod. Az  |
 GV1505|                                                           dddmmss.s |
 GV1505| GV1506 COLD HARBOR RM 1                     29.380 METERS 03236     |
 GV1505| GV1507 COLD HARBOR RM 2                     31.757 METERS 09955     |
 GV1505| GV5226 LOWER HENRICO LOOKOUT TOWER         APPROX. 9.4 KM 1623214.2 |
 GV1505| DC5259 COLD HARBOR AZ MK                                  1814055.1 |
 GV1505| GV5235 SANDSTON MUNICIPAL TANK             APPROX. 8.6 KM 2062117.1 |
 GV1505| GV5232 HIGHLAND SPRING MUNICIPAL TANK      APPROX. 6.8 KM 2273925.5 |
 GV1505| DC5260 COLD HARBOR RM 3                     39.022 METERS 24940     |
 GV1505|---------------------------------------------------------------------|
 GV1505
 GV1505                          SUPERSEDED SURVEY CONTROL
 GV1505
 GV1505  NAD 83(1986)-  37 35 29.46625(N)    077 16 14.50591(W) AD(       ) 2
 GV1505  NAD 27      -  37 35 28.94700(N)    077 16 15.58700(W) AD(       ) 2
 GV1505  NGVD 29 (??/??/??)   58.862  (m)          193.12   (f) ADJUSTED    3 0
 GV1505
 GV1505.Superseded values are not recommended for survey control.
 GV1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1505.See file dsdata.txt to determine how the superseded data were derived.
 GV1505
 GV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9952562919(NAD 83)
 GV1505_MARKER: DS = TRIANGULATION STATION DISK
 GV1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1505_STAMPING: COLD HARBOR 1941
 GV1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1505+STABILITY: SURFACE MOTION
 GV1505
 GV1505  HISTORY     - Date     Condition        Report By
 GV1505  HISTORY     - 1941     MONUMENTED       CGS
 GV1505  HISTORY     - 1945     GOOD             CGS
 GV1505  HISTORY     - 1958     GOOD             CGS
 GV1505  HISTORY     - 1961     GOOD             CGS
 GV1505  HISTORY     - 1961     GOOD             CGS
 GV1505  HISTORY     - 1964     GOOD             CGS
 GV1505  HISTORY     - 1981     MARK NOT FOUND   USPSQD
 GV1505  HISTORY     - 19910414 MARK NOT FOUND   USPSQD
 GV1505
 GV1505                          STATION DESCRIPTION
 GV1505
 GV1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV1505'STATION IS ABOUT 5.5 MILES E OF MECHANICSVILLE, AT WHAT
 GV1505'IS LOCALLY KNOWN AS OLD COLD HARBOR, AND ON PROPERTY ONWED
 GV1505'BY CHARLIE LUMPKINS.  IT IS 143 FEET NE OF THE JUNCTIONS
 GV1505'OF STATE HIGHWAY 156 AND COUNTY HIGHWAYS 633 AND 619, 88
 GV1505'FEET N OF 4 MAIL BOXES, AND 27 FEET NE OF A TRIANGULAR-BLAZED
 GV1505'18-INCH TREE.  IT IS STAMPED COLD HARBOR 1941 AND PROJECTS
 GV1505'6 INCHES.
 GV1505'
 GV1505'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV1505'BRONZE DISKS SET IN CONCRETE.
 GV1505'
 GV1505'REFERENCE MARK NO. 1 IS 1 FOOT SE OF A HEDGE ROW, AND ABOUT
 GV1505'70 YARDS SW OF THE OLD COLD HARBOR SCHOOLHOUSE.  IT IS STAMPED
 GV1505'COLD HARBOR NO. 1, 1941 AND PROJECTS 6 INCHES.
 GV1505'
 GV1505'REFERENCE MARK NO. 2 IS 24 FEET N OF THE CENTER OF COUNTY
 GV1505'HIGHWAY 619.  IT IS STAMPED COLD HARBOR NO. 2 1941 AND PROJECTS
 GV1505'4 INCHES.
 GV1505'
 GV1505'THE AZIMUTH MARK IS ON PROPERTY OWNED BY L.T. WOOD.  IT IS
 GV1505'19 FEET W OF THE CENTER OF STATE HIGHWAY 156, AND 2 FEET
 GV1505'N OF A POWER LINE POLE.  IT IS STAMPED COLD HARBOR 1941 AND
 GV1505'PROJECTS 3 INCHES.  TO REACH THE MARK FROM THE STATION, GO
 GV1505'S ON STATE HIGHWAY 156 FOR 0.25 MILE TO THE MARK ON THE
 GV1505'RIGHT.
 GV1505'
 GV1505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360
 GV1505'AND STATE HIGHWAY 156 IN MECHANICSVILLE, GO SE ON STATE
 GV1505'HIGHWAY 156 FOR 7.0 MILES TO THE OLD COLD HARBOR SCHOOL ON THE
 GV1505'LEFT WHERE STATE HIGHWAY 156 MAKES A SHARP RIGHT TURN, AND
 GV1505'STATION IS ON THE LEFT AS DESCRIBED.
 GV1505'
 GV1505'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MALVERN.
 GV1505'
 GV1505'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION VARINA.
 GV1505'
 GV1505'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HIGH
 GV1505'POINT.
 GV1505'
 GV1505'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION PEAKE.
 GV1505'
 GV1505'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION NEWNAN.
 GV1505'
 GV1505'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION OLD
 GV1505'CHURCH.
 GV1505'
 GV1505'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TUNSTALL
 GV1505'
 GV1505'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV1505
 GV1505                          STATION RECOVERY (1945)
 GV1505
 GV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 GV1505'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND
 GV1505'AS DESCRIBED, IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS--
 GV1505'
 GV1505'THE STATION IS LOCATED 88 FEET NE OF FOUR MAIL BOXES AND
 GV1505'NOT 88 FEET N.
 GV1505'
 GV1505'REFERENCE MARK 1 IS NOT 1 FOOT SE OF A HEDGEROW, BUT IS
 GV1505'12 FEET N OF THE CENTER LINE OF A DIM ROAD TO OLD COLD HARBOR
 GV1505'SCHOOL, IN S EDGE OF A NE-SW BRUSH LINE.
 GV1505'
 GV1505'THE ADDITIONAL REFERENCE POINT SHOULD BE ADDED IN DESCRIBING
 GV1505'REFERENCE MARK 2.  IT IS ABOUT 175 FEET E OF THE JUNCTION
 GV1505'OF STATE ROADS 156, 633, AND 619.
 GV1505'
 GV1505'AZIMUTH MARK IS 19 FEET W OF THE CENTER LINE OF STATE ROAD
 GV1505'156 AND 2 FEET N OF V.E. AND P. CO. POWER POLE 33029.
 GV1505
 GV1505                          STATION RECOVERY (1958)
 GV1505
 GV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1505'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 GV1505'GOOD CONDITION.  A NEW REFERENCE MARK WAS SET AS THE STATION
 GV1505'MAY BE DESTROYED WHEN THE LAND OWNER BUILDS A NEW HOUSE IN
 GV1505'THE NEAR FUTURE.
 GV1505'
 GV1505'REFERENCE MARK NO. 3 IS 82 FEET NORTHWEST OF THE JUNCTION OF
 GV1505'STATE HIGHWAY 156 AND COUNTY HIGHWAYS 633 AND 613, 48 FEET
 GV1505'NORTH OF POWER POLE NO. 33033 AND 30 FEET WEST SOUTHWEST
 GV1505'OF THE CENTERLINE OF COUNTY HIGHWAY 633.  THE MARK IS SET
 GV1505'LEVEL WITH THE GROUND AND THE DISK IS STAMPED COLD HARBOR
 GV1505'R.M. 3 1941 1958.  THE UNDERGROUND MARK IS A STATION MARK
 GV1505'STAMPED COLD HARBOR R.M. 3 1941 1958.
 GV1505'
 GV1505'THE 1941 TO REACH DESCRIPTION IS ADEQUATE.
 GV1505
 GV1505                          STATION RECOVERY (1961)
 GV1505
 GV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV1505'STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH
 GV1505'MARK WERE RECOVERED AS DESCRIBED IN 1958 AND FOUND IN VERY
 GV1505'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 GV1505
 GV1505                          STATION RECOVERY (1961)
 GV1505
 GV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1505'AT OLD COLD HARBOR.
 GV1505'AT OLD COLD HARBOR, HANOVER COUNTY, ON THE CHARLIE LUMKINS PROPERTY,
 GV1505'ON STATE HIGHWAY 156, 143 FEET NORTHEAST OF THE JUNCTION OF
 GV1505'SECONDARY STATE HIGHWAYS 619 AND 633, 88 FEET NORTH OF A GROUP
 GV1505'OF FOUR MAILBOXES, AND 27 FEET NORTHEAST OF A TRIANGULAR-BLAZED
 GV1505'18-INCH TREE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 GV1505'COLD HARBOR 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV1505'6 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK WAS ORIGINALLY
 GV1505'DESCRIBED AS BEING 6.9 MILES EAST OF THE POST OFFICE AT
 GV1505'MECHANICSVILLE.
 GV1505
 GV1505                          STATION RECOVERY (1964)
 GV1505
 GV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (NVM)
 GV1505'STATION WAS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK IS
 GV1505'BEHIND A TREE AND IS NOT VISIBLE FROM STATION.
 GV1505
 GV1505                          STATION RECOVERY (1981)
 GV1505
 GV1505'RECOVERY NOTE BY US POWER SQUADRON 1981 (TOM)
 GV1505'MARK NOT FOUND.
 GV1505
 GV1505                          STATION RECOVERY (1991)
 GV1505
 GV1505'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1506 ***********************************************************************
 GV1506  DESIGNATION -  COLD HARBOR RM 1
 GV1506  PID         -  GV1506
 GV1506  STATE/COUNTY-  VA/HANOVER
 GV1506  USGS QUAD   -  SEVEN PINES (1994)
 GV1506
 GV1506                         *CURRENT SURVEY CONTROL
 GV1506  ___________________________________________________________________
 GV1506* NAD 83(1986)-  37 35 29.     (N)    077 16 14.     (W)     SCALED    
 GV1506* NAVD 88     -        58.512  (meters)     191.97   (feet)  ADJUSTED  
 GV1506  ___________________________________________________________________
 GV1506  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1506  DYNAMIC HT  -          58.472 (meters)     191.84  (feet)  COMP
 GV1506  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1506
 GV1506  VERT ORDER  -  THIRD
 GV1506
 GV1506.The horizontal coordinates were scaled from a topographic map and have
 GV1506.an estimated accuracy of +/- 6 seconds.
 GV1506
 GV1506.The orthometric height was determined by differential leveling
 GV1506.and adjusted by the National Geodetic Survey in June 1991..
 GV1506
 GV1506.The geoid height was determined by GEOID03.
 GV1506
 GV1506.The dynamic height is computed by dividing the NAVD 88
 GV1506.geopotential number by the normal gravity value computed on the
 GV1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1506.degrees latitude (g = 980.6199 gals.).
 GV1506
 GV1506.The modeled gravity was interpolated from observed gravity values.
 GV1506
 GV1506;                    North         East    Units  Estimated Accuracy
 GV1506;SPC VA S     - 1,140,320.    3,608,570.      MT  (+/- 180 meters Scaled)
 GV1506
 GV1506                          SUPERSEDED SURVEY CONTROL
 GV1506
 GV1506  NGVD 29 (??/??/??)   58.837  (m)          193.03   (f) ADJUSTED    3 0
 GV1506
 GV1506.Superseded values are not recommended for survey control.
 GV1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1506.See file dsdata.txt to determine how the superseded data were derived.
 GV1506
 GV1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG995629(NAD 83)
 GV1506_MARKER: DR = REFERENCE MARK DISK
 GV1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1506_STAMPING: COLD HARBOR NO 1 1941
 GV1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1506+STABILITY: SURFACE MOTION
 GV1506
 GV1506  HISTORY     - Date     Condition        Report By
 GV1506  HISTORY     - 1941     MONUMENTED       CGS
 GV1506  HISTORY     - 1961     GOOD             CGS
 GV1506  HISTORY     - 1989     GOOD             USPSQD
 GV1506  HISTORY     - 19910414 GOOD             USPSQD
 GV1506  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1506  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1506
 GV1506                          STATION DESCRIPTION
 GV1506
 GV1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1506'AT OLD COLD HARBOR.
 GV1506'96.4 FEET NORTH-NORTHEAST OF TRIANGULATION STATION COLD HARBOR
 GV1506'70 YARDS SOUTHWEST OF THE SCHOOLHOUSE, AND 1 FOOT SOUTHEAST OF A
 GV1506'HEDGEROW.  A STANDARD REFERENCE-MARK DISK, STAMPED COLD HARBOR
 GV1506'NO 1 1941 AND SET IN TH TOP OF A CONCRETE POST PROJECTING 6
 GV1506'INCHES ABOVE GROUND.
 GV1506
 GV1506                          STATION RECOVERY (1989)
 GV1506
 GV1506'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOM)
 GV1506'RECOVERED IN GOOD CONDITION.
 GV1506
 GV1506                          STATION RECOVERY (1991)
 GV1506
 GV1506'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV1506'RECOVERED IN GOOD CONDITION.
 GV1506
 GV1506                          STATION RECOVERY (1997)
 GV1506
 GV1506'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1506'MARK NOT FOUND.
 GV1506
 GV1506                          STATION RECOVERY (2002)
 GV1506
 GV1506'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1507 ***********************************************************************
 GV1507  DESIGNATION -  COLD HARBOR RM 2
 GV1507  PID         -  GV1507
 GV1507  STATE/COUNTY-  VA/HANOVER
 GV1507  USGS QUAD   -  SEVEN PINES (1994)
 GV1507
 GV1507                         *CURRENT SURVEY CONTROL
 GV1507  ___________________________________________________________________
 GV1507* NAD 83(1986)-  37 35 29.     (N)    077 16 14.     (W)     SCALED    
 GV1507* NAVD 88     -        58.540  (meters)     192.06   (feet)  ADJUSTED  
 GV1507  ___________________________________________________________________
 GV1507  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1507  DYNAMIC HT  -          58.500 (meters)     191.93  (feet)  COMP
 GV1507  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1507
 GV1507  VERT ORDER  -  THIRD
 GV1507
 GV1507.The horizontal coordinates were scaled from a topographic map and have
 GV1507.an estimated accuracy of +/- 6 seconds.
 GV1507
 GV1507.The orthometric height was determined by differential leveling
 GV1507.and adjusted by the National Geodetic Survey in June 1991..
 GV1507
 GV1507.The geoid height was determined by GEOID03.
 GV1507
 GV1507.The dynamic height is computed by dividing the NAVD 88
 GV1507.geopotential number by the normal gravity value computed on the
 GV1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1507.degrees latitude (g = 980.6199 gals.).
 GV1507
 GV1507.The modeled gravity was interpolated from observed gravity values.
 GV1507
 GV1507;                    North         East    Units  Estimated Accuracy
 GV1507;SPC VA S     - 1,140,320.    3,608,570.      MT  (+/- 180 meters Scaled)
 GV1507
 GV1507                          SUPERSEDED SURVEY CONTROL
 GV1507
 GV1507  NGVD 29 (??/??/??)   58.865  (m)          193.13   (f) ADJUSTED    3 0
 GV1507
 GV1507.Superseded values are not recommended for survey control.
 GV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1507.See file dsdata.txt to determine how the superseded data were derived.
 GV1507
 GV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG995629(NAD 83)
 GV1507_MARKER: DR = REFERENCE MARK DISK
 GV1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1507_STAMPING: COLD HARBOR NO 2 1941
 GV1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1507+STABILITY: SURFACE MOTION
 GV1507
 GV1507  HISTORY     - Date     Condition        Report By
 GV1507  HISTORY     - 1941     MONUMENTED       CGS
 GV1507  HISTORY     - 1961     GOOD             CGS
 GV1507  HISTORY     - 1989     GOOD             USPSQD
 GV1507  HISTORY     - 19910414 GOOD             USPSQD
 GV1507  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1507  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1507
 GV1507                          STATION DESCRIPTION
 GV1507
 GV1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1507'AT OLD COLD HARBOR.
 GV1507'104 FEET EAST OF TRIANGULATION STATION COLD HARBOR DESCRIBED
 GV1507'ABOVE, AND 24 FEET NORTH OF THE CENTERLINE OF SECONDARY STATE
 GV1507'HIGHWAY 619.  A STANDARD REFERENCE-MARK DISK, STAMPED COLD HARBOR
 GV1507'NO 2 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GV1507'INCHES ABOVE GROUND.
 GV1507
 GV1507                          STATION RECOVERY (1989)
 GV1507
 GV1507'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOM)
 GV1507'RECOVERED IN GOOD CONDITION.
 GV1507
 GV1507                          STATION RECOVERY (1991)
 GV1507
 GV1507'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV1507'RECOVERED IN GOOD CONDITION.
 GV1507
 GV1507                          STATION RECOVERY (1997)
 GV1507
 GV1507'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1507'MARK NOT FOUND.
 GV1507
 GV1507                          STATION RECOVERY (2002)
 GV1507
 GV1507'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0508 ***********************************************************************
 FY0508  DESIGNATION -  COLE
 FY0508  PID         -  FY0508
 FY0508  STATE/COUNTY-  VA/HALIFAX
 FY0508  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0508
 FY0508                         *CURRENT SURVEY CONTROL
 FY0508  ___________________________________________________________________
 FY0508* NAD 83(1993)-  36 38 54.94114(N)    078 59 51.75372(W)     ADJUSTED  
 FY0508* NAVD 88     -       141.710  (meters)     464.93   (feet)  ADJUSTED  
 FY0508  ___________________________________________________________________
 FY0508  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 FY0508  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FY0508  DYNAMIC HT  -         141.599 (meters)     464.56  (feet)  COMP
 FY0508  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 FY0508
 FY0508  HORZ ORDER  -  SECOND
 FY0508  VERT ORDER  -  SECOND    CLASS 0
 FY0508
 FY0508.The horizontal coordinates were established by classical geodetic methods
 FY0508.and adjusted by the National Geodetic Survey in September 1995..
 FY0508
 FY0508.The orthometric height was determined by differential leveling
 FY0508.and adjusted by the National Geodetic Survey in June 1991..
 FY0508
 FY0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0508
 FY0508.The geoid height was determined by GEOID03.
 FY0508
 FY0508.The dynamic height is computed by dividing the NAVD 88
 FY0508.geopotential number by the normal gravity value computed on the
 FY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0508.degrees latitude (g = 980.6199 gals.).
 FY0508
 FY0508.The modeled gravity was interpolated from observed gravity values.
 FY0508
 FY0508;                    North         East     Units Scale Factor Converg.
 FY0508;SPC VA S     - 1,035,103.485 3,455,494.180   MT  1.00002353   -0 18 07.5
 FY0508;SPC VA S     - 3,396,002.02 11,336,900.49   sFT  1.00002353   -0 18 07.5
 FY0508;UTM  17      - 4,057,758.213   678,983.003   MT  0.99999468   +1 11 43.8
 FY0508
 FY0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0508!SPC VA S     -   0.99998269  x   1.00002353  =   1.00000622
 FY0508!UTM  17      -   0.99998269  x   0.99999468  =   0.99997737
 FY0508
 FY0508|---------------------------------------------------------------------|
 FY0508| PID    Reference Object                     Distance      Geod. Az  |
 FY0508|                                                           dddmmss.s |
 FY0508| FY0509 COLE RM 1                             9.388 METERS 03107     |
 FY0508| FY0878 FLINT                               APPROX. 2.2 KM 2225858.0 |
 FY0508|---------------------------------------------------------------------|
 FY0508
 FY0508                          SUPERSEDED SURVEY CONTROL
 FY0508
 FY0508  NAD 83(1986)-  36 38 54.94274(N)    078 59 51.76079(W) AD(       ) 2
 FY0508  NAD 27      -  36 38 54.44486(N)    078 59 52.72055(W) AD(       ) 2
 FY0508  NGVD 29 (??/??/92)  141.967  (m)          465.77   (f) ADJ UNCH    2 0
 FY0508
 FY0508.Superseded values are not recommended for survey control.
 FY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0508.See file dsdata.txt to determine how the superseded data were derived.
 FY0508
 FY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7898357758(NAD 83)
 FY0508_MARKER: DE = TRAVERSE STATION DISK
 FY0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0508_STAMPING: COLE 1965
 FY0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0508+STABILITY: SURFACE MOTION
 FY0508
 FY0508  HISTORY     - Date     Condition        Report By
 FY0508  HISTORY     - 1965     MONUMENTED       CGS
 FY0508  HISTORY     - 1966     GOOD             NGS
 FY0508  HISTORY     - 1971     GOOD             LOCENG
 FY0508
 FY0508                          STATION DESCRIPTION
 FY0508
 FY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0508'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SOUTH BOSTON,
 FY0508'3 MILES NORTHEAST OF THE SMALL SETTLEMENT OF TURBEVILLE AND
 FY0508'ON THE RIGHT OF WAY OF U.S. HIGHWAY 58.
 FY0508'
 FY0508'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58
 FY0508'AND 501 IN RIVERDALE, GO WESTERLY ON U.S. HIGHWAY 58 FOR 6.0
 FY0508'MILES TO A SIDE ROAD ON THE LEFT, COUNTY ROAD 708, CONTINUE
 FY0508'WESTERLY ON U.S. HIGHWAY 58 FOR 0.05 MILE TO THE STATION ON
 FY0508'THE RIGHT.
 FY0508'
 FY0508'THE STATION MARK IS 40.0 FEET NORTHWEST OF THE CENTERLINE
 FY0508'OF THE WEST BOUND LANE OF U.S. HIGHWAY 58, 7.7 FEET NORTHEAST
 FY0508'OF POWERLINE POLE NO. F 146 AND 7.7 FEET SOUTHEAST OF A FENCE
 FY0508'LINE AND METAL WITNESS POST.  THE MARK IS A STANDARD TRAVERSE
 FY0508'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 FY0508'WITH THE GROUND AND STAMPED COLE 1965.
 FY0508'
 FY0508'REFERENCE MARK NO. 1 IS 47.0 FEET NORTHWEST OF THE CENTERLINE
 FY0508'OF THE WEST BOUND LANE OF U.S. HIGHWAY 58, 30.0 FEET NORTHEAST
 FY0508'OF A METAL WITNESS POST AND 1.0 FEET SOUTHEAST OF A FENCE
 FY0508'LINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FY0508'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED COLE
 FY0508'NO 1 1965.
 FY0508'
 FY0508'TRAVERSE STATION FLINT WILL SERVE AS THE AZIMUTH MARK.  SEE
 FY0508'DESCRIPTION THEREOF.
 FY0508'
 FY0508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY0508
 FY0508                          STATION RECOVERY (1966)
 FY0508
 FY0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0508'3.1 MI E FROM TURBEVILLE.
 FY0508'3.1 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0508'TURBEVILLE, 40 FEET NORTHWEST OF THE CENTERLINE OF THE WEST
 FY0508'BOUND LANE OF HIGHWAY, 7.7 FEET NORTHEAST OF POWER LINE POLE
 FY0508'NO. F 146, 7.7 FEET SOUTHEAST OF A FENCE LINE AND METAL WITNESS
 FY0508'SIGN AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET
 FY0508'IN THE TOP OF A CONCRETE POST FLUSH.
 FY0508
 FY0508                          STATION RECOVERY (1971)
 FY0508
 FY0508'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (DM)
 FY0508'COLE 1965 RECOVERED IN GOOD CONDITION.
 FY0508'
 FY0508'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES N. E. OF
 FY0508'TURBEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1681 ***********************************************************************
 FW1681  DESIGNATION -  COLE
 FW1681  PID         -  FW1681
 FW1681  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1681  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1681
 FW1681                         *CURRENT SURVEY CONTROL
 FW1681  ___________________________________________________________________
 FW1681* NAD 83(1993)-  36 53 23.17610(N)    075 59 18.38957(W)     ADJUSTED  
 FW1681* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW1681  ___________________________________________________________________
 FW1681  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FW1681  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 FW1681
 FW1681  HORZ ORDER  -  THIRD
 FW1681
 FW1681.The horizontal coordinates were established by classical geodetic methods
 FW1681.and adjusted by the National Geodetic Survey in September 1995..
 FW1681
 FW1681.The orthometric height was scaled from a topographic map.
 FW1681
 FW1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1681
 FW1681.The geoid height was determined by GEOID03.
 FW1681
 FW1681;                    North         East     Units Scale Factor Converg.
 FW1681;SPC VA S     - 1,064,728.195 3,723,849.412   MT  0.99997994   +1 31 27.6
 FW1681;SPC VA S     - 3,493,195.75 12,217,329.28   sFT  0.99997994   +1 31 27.6
 FW1681;UTM  18      - 4,083,100.508   411,924.335   MT  0.99969556   -0 35 36.2
 FW1681
 FW1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1681!SPC VA S     -   1.00000547  x   0.99997994  =   0.99998541
 FW1681!UTM  18      -   1.00000547  x   0.99969556  =   0.99970103
 FW1681
 FW1681|---------------------------------------------------------------------|
 FW1681| PID    Reference Object                     Distance      Geod. Az  |
 FW1681|                                                           dddmmss.s |
 FW1681| DC8747 COLE RM 1                            65.040 METERS 17442     |
 FW1681| DC8748 COLE RM 2                           148.820 METERS 33305     |
 FW1681| FW1682 DOUBT                               APPROX. 2.9 KM 3471409.8 |
 FW1681|---------------------------------------------------------------------|
 FW1681
 FW1681                          SUPERSEDED SURVEY CONTROL
 FW1681
 FW1681  NAD 83(1986)-  36 53 23.18162(N)    075 59 18.42828(W) AD(       ) 3
 FW1681  NAD 27      -  36 53 22.65000(N)    075 59 19.67600(W) AD(       ) 3
 FW1681
 FW1681.Superseded values are not recommended for survey control.
 FW1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1681.See file dsdata.txt to determine how the superseded data were derived.
 FW1681
 FW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1192483101(NAD 83)
 FW1681_MARKER: DS = TRIANGULATION STATION DISK
 FW1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1681
 FW1681  HISTORY     - Date     Condition        Report By
 FW1681  HISTORY     - 1922     MONUMENTED       CGS
 FW1681  HISTORY     - 1943     MARK NOT FOUND   CGS
 FW1681
 FW1681                          STATION DESCRIPTION
 FW1681
 FW1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1681'IN THE SIDE OF THE RAILROAD FILL OF SAND, 3-1/2 METERS WEST OF THE
 FW1681'WEST RAIL OF THE NORFOLK SOUTHERN ELECTRIC LINE, 23 METERS NORTH OF
 FW1681'THE SIGNBOARD OF RAILROAD STATION COLE, WHICH IS ABOUT HALFWAY
 FW1681'BETWEEN CAPE HENRY AND VIRGINIA BEACH ON THE NORTH ROUTE OF THE
 FW1681'RAILROAD.
 FW1681'
 FW1681'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1681'DISKS SET IN CONCRETE.
 FW1681'
 FW1681'REFERENCE MARK NO. 1 IS ON A SANDY KNOLL A FEW METERS SOUTH
 FW1681'OF A PRIVATE WAGON ROAD, ABOUT 15 METERS WEST OF THE TRACK.
 FW1681'
 FW1681'REFERENCE MARK NO. 2 IS ON A SLIGHT RISE ABOUT 20 METERS
 FW1681'WEST OF THE TRACK AND ABOUT 180 METERS NORTHWEST OF COLE
 FW1681'SIGNBOARD.
 FW1681'
 FW1681'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.05 METERS.
 FW1681
 FW1681                          STATION RECOVERY (1943)
 FW1681
 FW1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1681'THE STATION WAS NOT FOUND.  THE DISTANCES WERE MEASURED FROM THE
 FW1681'RAILROAD SIGNPOST AND THE W RAIL AND WHEN WE DUG ABOUT 6 INCHES
 FW1681'DEEP, A 6-INCH CONCRETE WATER LINE WAS FOUND.  MEASURING FROM
 FW1681'THIS POINT TO THE LOCATION OF REFERENCE MARK 1, THE SANDY KNOLL
 FW1681'HAS BEEN EXCAVATED.  A HOUSE AND A LAWN HAVE BEEN BUILT JUST A FEW
 FW1681'METERS TO THE W.
 FW1681'
 FW1681'REFERENCE MARK 2 WAS FOUND ABOUT 10 METERS FROM ITS DESCRIBED
 FW1681'LOCATION, LYING ON ITS SIDE IN A HOLE COVERED WITH SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8374 ***********************************************************************
 HV8374  DESIGNATION -  COLE
 HV8374  PID         -  HV8374
 HV8374  STATE/COUNTY-  VA/FAIRFAX
 HV8374  USGS QUAD   -  MOUNT VERNON (1983)
 HV8374
 HV8374                         *CURRENT SURVEY CONTROL
 HV8374  ___________________________________________________________________
 HV8374* NAD 83(1993)-  38 44 08.24501(N)    077 03 52.23183(W)     ADJUSTED  
 HV8374* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 HV8374  ___________________________________________________________________
 HV8374  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 HV8374  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV8374
 HV8374  HORZ ORDER  -  SECOND
 HV8374
 HV8374.The horizontal coordinates were established by classical geodetic methods
 HV8374.and adjusted by the National Geodetic Survey in November 1994..
 HV8374
 HV8374.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8374
 HV8374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8374
 HV8374.The geoid height was determined by GEOID03.
 HV8374
 HV8374;                    North         East     Units Scale Factor Converg.
 HV8374;SPC VA N     - 2,119,628.990 3,624,801.603   MT  0.99995050   +0 53 45.3
 HV8374;SPC VA N     - 6,954,149.44 11,892,369.93   sFT  0.99995050   +0 53 45.3
 HV8374;SPC MD       -   118,660.430   394,391.360   MT  0.99995283   -0 02 25.8
 HV8374;SPC MD       -   389,305.09  1,293,932.32   sFT  0.99995283   -0 02 25.8
 HV8374;UTM  18      - 4,289,462.495   320,558.688   MT  0.99999652   -1 17 31.8
 HV8374
 HV8374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8374!SPC VA N     -   1.00000349  x   0.99995050  =   0.99995399
 HV8374!SPC MD       -   1.00000349  x   0.99995283  =   0.99995632
 HV8374!UTM  18      -   1.00000349  x   0.99999652  =   1.00000001
 HV8374
 HV8374                          SUPERSEDED SURVEY CONTROL
 HV8374
 HV8374  NAD 83(1993)-  38 44 08.24174(N)    077 03 52.23376(W) AD(       ) 2
 HV8374  NAD 83(1986)-  38 44 08.24252(N)    077 03 52.24546(W) AD(       ) 2
 HV8374  NGVD 29 (01/12/90)   10.3    (m)           34.     (f) VERT ANG       
 HV8374
 HV8374.Superseded values are not recommended for survey control.
 HV8374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8374.See file dsdata.txt to determine how the superseded data were derived.
 HV8374
 HV8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2055989462(NAD 83)
 HV8374_MARKER: Z = SEE DESCRIPTION
 HV8374_SETTING: 0 = UNSPECIFIED SETTING
 HV8374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8374
 HV8374  HISTORY     - Date     Condition        Report By
 HV8374  HISTORY     - 1976     MONUMENTED       VA-059
 HV8374  HISTORY     - 20040812 MARK NOT FOUND   GEOCAC
 HV8374
 HV8374                          STATION DESCRIPTION
 HV8374
 HV8374'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8374'THE STATION IS LOCATED ABOUT 7.6 MILES SOUTHEAST OF SPRINGFIELD, 4.7
 HV8374'MILES SOUTH OF ALEXANDRIA, 2.0 MILES NORTHEAST OF MOUNT VERNON, IN
 HV8374'THE ASPHALT ENTRANCE TO THE COLEMAN CEMETERY OFF OF COLLINGWOOD ROAD.
 HV8374'SEE FAIRFAX COUNTY TAX MAP 102-3, REVISED TO 1-1-76.
 HV8374'
 HV8374'TO REACH THE STATION FROM THE JUNCTION OF I-495 AND THE GEORGE
 HV8374'WASHINGTON MEMORIAL PARKWAY, SOUTH OF ALEXANDRIA, GO SOUTH ON THE
 HV8374'PARKWAY FOR 4.6 MILES TO THE JUNCTION WITH ROUTE 628, COLLINGWOOD
 HV8374'ROAD, TURN RIGHT AND GO NORTHWEST FOR 0.95 MILES TO THE COLEMAN
 HV8374'CEMETERY AND STATION IN THE FIRST DRIVE TO THE CEMETERY ON THE RIGHT.
 HV8374'
 HV8374'THE STATION IS A PUNCH HOLE THE TOP OF AN IRON RAILROAD SPIKE SET IN
 HV8374'THE ASPHALT DRIVE TO THE CEMETERY. LOCATED 13 FEET N FROM THE
 HV8374'CENTERLINE OF COLLINGWOOD ROAD.
 HV8374'
 HV8374'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF UTILITY POLE
 HV8374'HG-18, IN THE SIDE YARD OF HOUSE 1904 LOCATED 39 FEET N FROM THE
 HV8374'CENTERLINE OF COLLINGWOOD ROAD.
 HV8374'
 HV8374'REFERENCE MARK NO. 02 IS THE TOP SOUTHEAST CORNER OF THE MARY A.
 HV8374'EUILLE HEADSTONE, WHICH IS THE FIRST HEADSTONE ON THE LEFT. LOCATED
 HV8374'27 FEET N FROM THE CENTERLINE OF COLLINGWOOD ROAD. AND 27 FEET W FROM
 HV8374'RM 1.
 HV8374
 HV8374                          STATION RECOVERY (2004)
 HV8374
 HV8374'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HV8374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0509 ***********************************************************************
 FY0509  DESIGNATION -  COLE RM 1
 FY0509  PID         -  FY0509
 FY0509  STATE/COUNTY-  VA/HALIFAX
 FY0509  USGS QUAD   -  SOUTH BOSTON (1990)
 FY0509
 FY0509                         *CURRENT SURVEY CONTROL
 FY0509  ___________________________________________________________________
 FY0509* NAD 83(1986)-  36 38 54.     (N)    078 59 51.     (W)     SCALED    
 FY0509* NAVD 88     -       141.788  (meters)     465.18   (feet)  ADJUSTED  
 FY0509  ___________________________________________________________________
 FY0509  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FY0509  DYNAMIC HT  -         141.677 (meters)     464.82  (feet)  COMP
 FY0509  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 FY0509
 FY0509  VERT ORDER  -  SECOND    CLASS 0
 FY0509
 FY0509.The horizontal coordinates were scaled from a topographic map and have
 FY0509.an estimated accuracy of +/- 6 seconds.
 FY0509
 FY0509.The orthometric height was determined by differential leveling
 FY0509.and adjusted by the National Geodetic Survey in June 1991..
 FY0509
 FY0509.The geoid height was determined by GEOID03.
 FY0509
 FY0509.The dynamic height is computed by dividing the NAVD 88
 FY0509.geopotential number by the normal gravity value computed on the
 FY0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0509.degrees latitude (g = 980.6199 gals.).
 FY0509
 FY0509.The modeled gravity was interpolated from observed gravity values.
 FY0509
 FY0509;                    North         East    Units  Estimated Accuracy
 FY0509;SPC VA S     - 1,035,070.    3,455,510.      MT  (+/- 180 meters Scaled)
 FY0509
 FY0509                          SUPERSEDED SURVEY CONTROL
 FY0509
 FY0509  NGVD 29 (??/??/92)  142.045  (m)          466.03   (f) ADJ UNCH    2 0
 FY0509
 FY0509.Superseded values are not recommended for survey control.
 FY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0509.See file dsdata.txt to determine how the superseded data were derived.
 FY0509
 FY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA790577(NAD 83)
 FY0509_MARKER: DR = REFERENCE MARK DISK
 FY0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0509_STAMPING: COLE NO 1 1965
 FY0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0509+STABILITY: SURFACE MOTION
 FY0509
 FY0509  HISTORY     - Date     Condition        Report By
 FY0509  HISTORY     - 1965     MONUMENTED       CGS
 FY0509  HISTORY     - 1966     GOOD             NGS
 FY0509
 FY0509                          STATION DESCRIPTION
 FY0509
 FY0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0509'3.1 MI E FROM TURBEVILLE.
 FY0509'AT THE COLE STATION SITE-- 30.80 FEET NORTHEAST OF THE STATION
 FY0509'MARK, 47 FEET NORTHWEST OF THE CENTERLINE OF THE WEST BOUND
 FY0509'LANE OF HIGHWAY, 30.0 FEET NORTHEAST OF A METAL WITNESS SIGN,
 FY0509'1.0 FOOT SOUTHEAST OF A FENCE LINE AND IS ABOUT LEVEL WITH THE
 FY0509'STATION MARK, SET IN THE TOP OF A CONCRETE POST FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1441 ***********************************************************************
 GA1441  DESIGNATION -  COLLIER
 GA1441  PID         -  GA1441
 GA1441  STATE/COUNTY-  VA/WISE
 GA1441  USGS QUAD   -  BIG STONE GAP (1991)
 GA1441
 GA1441                         *CURRENT SURVEY CONTROL
 GA1441  ___________________________________________________________________
 GA1441* NAD 83(1993)-  36 50 17.41728(N)    082 49 15.27155(W)     ADJUSTED  
 GA1441* NAVD 88     -       509.558  (meters)    1671.77   (feet)  ADJUSTED  
 GA1441  ___________________________________________________________________
 GA1441  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 GA1441  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1441  DYNAMIC HT  -         509.113 (meters)    1670.31  (feet)  COMP
 GA1441  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GA1441
 GA1441  HORZ ORDER  -  SECOND
 GA1441  VERT ORDER  -  SECOND    CLASS 0
 GA1441
 GA1441.The horizontal coordinates were established by classical geodetic methods
 GA1441.and adjusted by the National Geodetic Survey in December 1995..
 GA1441
 GA1441.The orthometric height was determined by differential leveling
 GA1441.and adjusted by the National Geodetic Survey in June 1991..
 GA1441
 GA1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1441
 GA1441.The geoid height was determined by GEOID03.
 GA1441
 GA1441.The dynamic height is computed by dividing the NAVD 88
 GA1441.geopotential number by the normal gravity value computed on the
 GA1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1441.degrees latitude (g = 980.6199 gals.).
 GA1441
 GA1441.The modeled gravity was interpolated from observed gravity values.
 GA1441
 GA1441;                    North         East     Units Scale Factor Converg.
 GA1441;SPC VA S     - 1,064,843.062 3,114,714.401   MT  0.99998779   -2 37 20.9
 GA1441;SPC VA S     - 3,493,572.61 10,218,858.83   sFT  0.99998779   -2 37 20.9
 GA1441;UTM  17      - 4,078,467.662   337,632.237   MT  0.99992479   -1 05 31.1
 GA1441
 GA1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1441!SPC VA S     -   0.99992486  x   0.99998779  =   0.99991265
 GA1441!UTM  17      -   0.99992486  x   0.99992479  =   0.99984966
 GA1441
 GA1441:                Primary Azimuth Mark                     Grid Az
 GA1441:SPC VA S     -  AKENS                                    029 56 05.3
 GA1441:UTM  17      -  AKENS                                    028 24 15.5
 GA1441
 GA1441|---------------------------------------------------------------------|
 GA1441| PID    Reference Object                     Distance      Geod. Az  |
 GA1441|                                                           dddmmss.s |
 GA1441| GA1439 AKENS                               APPROX. 1.6 KM 0271844.4 |
 GA1441| GA1442 COLLIER RM 1                          8.342 METERS 27557     |
 GA1441|---------------------------------------------------------------------|
 GA1441
 GA1441                          SUPERSEDED SURVEY CONTROL
 GA1441
 GA1441  NAD 83(1993)-  36 50 17.41896(N)    082 49 15.27309(W) AD(       ) 2
 GA1441  NAD 83(1986)-  36 50 17.42575(N)    082 49 15.27784(W) AD(       ) 2
 GA1441  NAD 27      -  36 50 17.08795(N)    082 49 15.69215(W) AD(       ) 2
 GA1441  NGVD 29 (07/19/86)  509.68   (m)         1672.2    (f) LEVELING    3  
 GA1441
 GA1441.Superseded values are not recommended for survey control.
 GA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1441.See file dsdata.txt to determine how the superseded data were derived.
 GA1441
 GA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3763278468(NAD 83)
 GA1441_MARKER: DE = TRAVERSE STATION DISK
 GA1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GA1441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GA1441_STAMPING: COLLIER 1963
 GA1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1441
 GA1441  HISTORY     - Date     Condition        Report By
 GA1441  HISTORY     - 1963     MONUMENTED       CGS
 GA1441  HISTORY     - 1963     GOOD             CGS
 GA1441
 GA1441                          STATION DESCRIPTION
 GA1441
 GA1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA1441'THE STATION IS LOCATED ON THE PROPERTY OF MRS. JIM COLLIER,
 GA1441'ABOUT 3 MILES WEST OF BIG STONE GAP AND 100 YARDS NORTH OF
 GA1441'U.S. HIGHWAY ALT. 58.
 GA1441'
 GA1441'TO REACH THE STATION FROM THE POST OFFICE IN BIG STONE GAP,
 GA1441'GO WEST ON U.S. HIGHWAY ALT. 58 FOR 3.3 MILES TO THE COLLIER
 GA1441'RESIDENCE ON THE RIGHT AND THE END OF TRAVEL.  PACK WEST
 GA1441'THROUGH BARN LOT, THEN NORTHWEST UP THE RIDGE ABOUT 200 YARDS
 GA1441'TO THE STATION.
 GA1441'
 GA1441'THE STATION MARK IS 37 FEET EAST OF A WIRE FENCE AND 11 FEET
 GA1441'SOUTH OF THE EDGE OF CLIFF.  IT IS A STANDARD TRAVERSE DISK
 GA1441'BRAZE TO THE TOP OF A 2-INCH GALVANIZED IRON PIPE PROJECTING
 GA1441'1 FOOT AND IS STAMPED COLLIER 1963.
 GA1441'
 GA1441'REFERENCE MARK NO. 1 IS 10 FEET EAST OF A WIRE FENCE AND 8
 GA1441'FEET SOUTH OF THE EDGE CLIFF.  IT IS A STANDARD DISK CEMENTED
 GA1441'IN A DRILLED HOLE IN OUTCROPPING PROJECTING 3 INCHES AND IS
 GA1441'STAMPED COLLIER NO 1 1963
 GA1441'
 GA1441'TRAVERSE STATION AKENS WELL SERVE AS THE AZIMUTH MARK.
 GA1441'
 GA1441'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 GA1441
 GA1441                          STATION RECOVERY (1963)
 GA1441
 GA1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GA1441'3.3 MI W FROM BIG STONE GAP.
 GA1441'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY ALTERNATE 58 FROM THE
 GA1441'POST OFFICE AT BIG STONE GAP TO THE STATION SET ON TOP OF A
 GA1441'SMALL HILL BEHIND MRS. JIM COLLIER HOUSE, 200.0 YARDS NORTHWEST
 GA1441'OF THE COLLIER RESIDENCE, 27.37 FEET EAST OF RM 1, 37.0 FEET
 GA1441'EAST OF A WIRE FENCE, 11.0 FEET SOUTH OF AN HIGH CLIFF, AND SET
 GA1441'IN THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 12 INCHES.
 GA1441'NOTE-- THE STATION IS AT THE WISE AND LEE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4123 ***********************************************************************
 GV4123  DESIGNATION -  COLLIER
 GV4123  PID         -  GV4123
 GV4123  STATE/COUNTY-  VA/C OF HAMPTON
 GV4123  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV4123
 GV4123                         *CURRENT SURVEY CONTROL
 GV4123  ___________________________________________________________________
 GV4123* NAD 83(1993)-  37 06 00.06521(N)    076 22 50.25537(W)     ADJUSTED  
 GV4123* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV4123  ___________________________________________________________________
 GV4123  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 GV4123  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 GV4123
 GV4123  HORZ ORDER  -  THIRD
 GV4123
 GV4123.The horizontal coordinates were established by classical geodetic methods
 GV4123.and adjusted by the National Geodetic Survey in September 1995..
 GV4123
 GV4123.The orthometric height was scaled from a topographic map.
 GV4123
 GV4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4123
 GV4123.The geoid height was determined by GEOID03.
 GV4123
 GV4123;                    North         East     Units Scale Factor Converg.
 GV4123;SPC VA S     - 1,087,196.882 3,688,377.527   MT  0.99995624   +1 17 10.7
 GV4123;SPC VA S     - 3,566,911.77 12,100,951.94   sFT  0.99995624   +1 17 10.7
 GV4123;UTM  18      - 4,106,859.522   377,315.108   MT  0.99978542   -0 49 58.5
 GV4123
 GV4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4123!SPC VA S     -   1.00000451  x   0.99995624  =   0.99996075
 GV4123!UTM  18      -   1.00000451  x   0.99978542  =   0.99978993
 GV4123
 GV4123:                Primary Azimuth Mark                     Grid Az
 GV4123:SPC VA S     -  BUZ RESET                                238 24 33.9
 GV4123:UTM  18      -  BUZ RESET                                240 31 43.1
 GV4123
 GV4123|---------------------------------------------------------------------|
 GV4123| PID    Reference Object                     Distance      Geod. Az  |
 GV4123|                                                           dddmmss.s |
 GV4123| GV5893 BUZ RESET                           APPROX. 4.8 KM 2394144.6 |
 GV4123|---------------------------------------------------------------------|
 GV4123
 GV4123                          SUPERSEDED SURVEY CONTROL
 GV4123
 GV4123  NAD 83(1986)-  37 06 00.07013(N)    076 22 50.29125(W) AD(       ) 3
 GV4123  NAD 27      -  37 05 59.54400(N)    076 22 51.48800(W) AD(       ) 3
 GV4123
 GV4123.Superseded values are not recommended for survey control.
 GV4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4123.See file dsdata.txt to determine how the superseded data were derived.
 GV4123
 GV4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7731506860(NAD 83)
 GV4123_MARKER: DS = TRIANGULATION STATION DISK
 GV4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4123
 GV4123  HISTORY     - Date     Condition        Report By
 GV4123  HISTORY     - 1934     MONUMENTED       CGS
 GV4123  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4123  HISTORY     - 1980     SEE DESCRIPTION  NGS
 GV4123
 GV4123                          STATION DESCRIPTION
 GV4123
 GV4123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4123'IN A FIELD ON THE COLLIER ESTATE ABOUT 2800 FEET FROM MEAN HIGH
 GV4123'WATER DUE SOUTH FROM THE NARROW NECK IN THE NORTHWEST BRANCH
 GV4123'OF BACK RIVER.  ACCESS TO THE ESTATE IS FROM THE YORKTOWN
 GV4123'HIGHWAY (STATE HIGHWAY 27) ABOUT 2600 FEET SOUTH OF ITS
 GV4123'INTERSECTION WITH STATE HIGHWAY 172 LEADING TO POQUOSON.  THE
 GV4123'MARKER IS 553 FEET EAST OF A SHARP TURN IN A FARM ROAD SKIRTING
 GV4123'SOME WOODS AND 147 FEET SOUTH OF THE ROAD ITSELF.
 GV4123'
 GV4123'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4123'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV4123'RESPECTIVELY.
 GV4123
 GV4123                          STATION RECOVERY (1943)
 GV4123
 GV4123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4123'STATION NOT RECOVERED.  DISTANCES WERE SCALED AND PLOTTED AND A
 GV4123'THOROUGH SEARCH MADE FOR THIS STATION.  A PARTY OF TWO MEN
 GV4123'SEARCHED FOR 1 HOUR WITHOUT RESULTS.  REFERENCE MARKS COULD NOT
 GV4123'BE RECOVERED, THE DESCRIPTION IS VERY MISLEADING AND DIRECTIONS
 GV4123'DO NOT CHECK.  ALSO MANY CHANGES HAVE BEEN MADE INSIDE THE
 GV4123'RESERVATION AT LANGLEY FIELD.
 GV4123
 GV4123                          STATION RECOVERY (1980)
 GV4123
 GV4123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GV4123'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GV4123'CONDITION, HOWEVER REFERENCE MARK 1 APPEARS TO BE LEANING VERY
 GV4123'SLIGHTLY TO THE SOUTHWEST AND MAY BEING PUSHED UP BY A TREE ROOT.  THE
 GV4123'DISTANCE TO REFERENCE MARK 2 CHECKED WITH THE 1934 DISTANCE.  THE
 GV4123'DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.01 FOOT AND THE
 GV4123'ANGLE BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 1 WAS FOUND TO BE
 GV4123'GREATER BY 4 MINUTES AND 39 SECONDS.  THE STATION IS NOW LOCATED IN A
 GV4123'RESTRICTED ARE OF LANGLEY AIR FORCE BASE.  TO GAIN ENTRANCE CALL
 GV4123'804-827-4111.
 GV4123'
 GV4123'TO REACH THE STATION FROM GATE 4 ON LANGLEY AIR FORCE BASE IN
 GV4123'HAMPTON, VIRGINIA AREA, GO NORTHWESTERLY ON AMES ROAD FOR 0.2 MILE TO
 GV4123'DURAND ROAD, CONTINUE ON AMES ROAD FOR 0.35 MILE TO THE OFF-SET
 GV4123'CROSSROADS WITH GREGG ROAD.  TURN RIGHT LEFT ON GREGG ROAD AND GO
 GV4123'NORTHERLY FOR 0.4 MILE TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO
 GV4123'NORTHWESTERLY ON THE DIRT ROAD FOR 0.15 MILE TO THE END OF TRUCK
 GV4123'TRAVEL.  PACK NORTHEASTERLY FOR ABOUT 125 YARDS INTO A HEAVILY
 GV4123'WOODED AREA TO THE MARK.
 GV4123'
 GV4123'STATION MARK IS A STANDARD DISK STAMPED---COLLIER 1934---SET IN
 GV4123'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2-INCHES.  THE
 GV4123'UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 31.1 FEET
 GV4123'SOUTH-SOUTHEAST OF A DOUBLE-TRUNK, 24-INCH GUM TREE WITH AN ALUMINUM
 GV4123'REFERENCE TAG, 7.3 FEET SOUTHWEST OF A DOUBLE-TRUNK, 18-INCH OAK TREE
 GV4123'AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 GV4123'
 GV4123'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---COLLIER NO 1 1934---
 GV4123'SET IN THE TOP OF A 12-INCH CONCRETE POST THAT IS FLUSH WITH THE
 GV4123'GROUND.  IT IS 21.5 FEET SOUTH OF A 22-INCH GUM TREE WITH AN ALUMINUM
 GV4123'REFERENCE TAG, 20.7 FEET NORTH OF A 20-INCH GUM TREE WITH AN ALUMINUM
 GV4123'REFERENCE TAG AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GV4123'
 GV4123'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---COLLIER NO 2 1934---
 GV4123'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 GV4123'INCHES.  IT IS 35.4 FEET SOUTHWEST OF A 16-INCH OAK TREE WITH AN
 GV4123'ALUMINUM REFERENCE TAG, 6.9 FEET EAST OF A 28-INCH TWIN-TRUNK GUM
 GV4123'TREE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 GV4123'
 GV4123'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED AS IT
 GV4123'WOULD REQUIRE A CONSIDERABLE AMOUNT OF CLEARING OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1442 ***********************************************************************
 GA1442  DESIGNATION -  COLLIER RM 1
 GA1442  PID         -  GA1442
 GA1442  STATE/COUNTY-  VA/WISE
 GA1442  USGS QUAD   -  BIG STONE GAP (1991)
 GA1442
 GA1442                         *CURRENT SURVEY CONTROL
 GA1442  ___________________________________________________________________
 GA1442* NAD 83(1986)-  36 50 17.     (N)    082 49 15.     (W)     SCALED    
 GA1442* NAVD 88     -       508.750  (meters)    1669.12   (feet)  ADJUSTED  
 GA1442  ___________________________________________________________________
 GA1442  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA1442  DYNAMIC HT  -         508.306 (meters)    1667.67  (feet)  COMP
 GA1442  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 GA1442
 GA1442  VERT ORDER  -  SECOND    CLASS 0
 GA1442
 GA1442.The horizontal coordinates were scaled from a topographic map and have
 GA1442.an estimated accuracy of +/- 6 seconds.
 GA1442
 GA1442.The orthometric height was determined by differential leveling
 GA1442.and adjusted by the National Geodetic Survey in June 1991..
 GA1442
 GA1442.The geoid height was determined by GEOID03.
 GA1442
 GA1442.The dynamic height is computed by dividing the NAVD 88
 GA1442.geopotential number by the normal gravity value computed on the
 GA1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1442.degrees latitude (g = 980.6199 gals.).
 GA1442
 GA1442.The modeled gravity was interpolated from observed gravity values.
 GA1442
 GA1442;                    North         East    Units  Estimated Accuracy
 GA1442;SPC VA S     - 1,064,830.    3,114,720.      MT  (+/- 180 meters Scaled)
 GA1442
 GA1442                          SUPERSEDED SURVEY CONTROL
 GA1442
 GA1442.No superseded survey control is available for this station.
 GA1442
 GA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA376784(NAD 83)
 GA1442_MARKER: DR = REFERENCE MARK DISK
 GA1442_SETTING: 66 = SET IN ROCK OUTCROP
 GA1442_SP_SET: OUTCROP OF BEDROCK
 GA1442_STAMPING: COLLIER NO 1 1963
 GA1442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1442+STABILITY: POSITION/ELEVATION WELL
 GA1442
 GA1442  HISTORY     - Date     Condition        Report By
 GA1442  HISTORY     - 1963     MONUMENTED       CGS
 GA1442
 GA1442                          STATION DESCRIPTION
 GA1442
 GA1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1442'3.3 MI W FROM BIG STONE GAP.
 GA1442'AT THE COLLIER STATION SITE-- 27.37 FEET WEST OF THE STATION,
 GA1442'10.0 FEET EAST OF A WIRE FENCE, 8.0 FEET SOUTH OF A HIGH CLIFF,
 GA1442'SET IN THE TOP OF OUTCROP OF BEDROCK PROJECTING 3 INCHES AND IS
 GA1442'AT THE WISE AND LEE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2248 ***********************************************************************
 GW2248  DESIGNATION -  COLLIERS 1957
 GW2248  PID         -  GW2248
 GW2248  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2248  USGS QUAD   -  COLLIERSTOWN (1986)
 GW2248
 GW2248                         *CURRENT SURVEY CONTROL
 GW2248  ___________________________________________________________________
 GW2248* NAD 83(1993)-  37 46 57.34248(N)    079 35 22.24422(W)     ADJUSTED  
 GW2248* NAVD 88     -       415.5    (meters)    1363.     (feet)  VERTCON   
 GW2248  ___________________________________________________________________
 GW2248  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GW2248  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW2248
 GW2248  HORZ ORDER  -  SECOND
 GW2248
 GW2248.The horizontal coordinates were established by classical geodetic methods
 GW2248.and adjusted by the National Geodetic Survey in November 1994..
 GW2248
 GW2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2248
 GW2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2248
 GW2248.The geoid height was determined by GEOID03.
 GW2248
 GW2248;                    North         East     Units Scale Factor Converg.
 GW2248;SPC VA S     - 1,161,388.871 3,404,028.497   MT  0.99997158   -0 39 40.5
 GW2248;SPC VA S     - 3,810,323.32 11,168,050.16   sFT  0.99997158   -0 39 40.5
 GW2248;UTM  17      - 4,182,630.708   624,204.906   MT  0.99979001   +0 51 51.4
 GW2248
 GW2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2248!SPC VA S     -   0.99993985  x   0.99997158  =   0.99991143
 GW2248!UTM  17      -   0.99993985  x   0.99979001  =   0.99972987
 GW2248
 GW2248:                Primary Azimuth Mark                     Grid Az
 GW2248:SPC VA S     -  SUGAR 1957                               067 24 17.8
 GW2248:UTM  17      -  SUGAR 1957                               065 52 45.9
 GW2248
 GW2248|---------------------------------------------------------------------|
 GW2248| PID    Reference Object                     Distance      Geod. Az  |
 GW2248|                                                           dddmmss.s |
 GW2248| GW2250 SUGAR 1957                          APPROX. 2.9 KM 0664437.3 |
 GW2248| GW2255 NORTH MTN VA GAS CO MICROWAVE       APPROX. 5.7 KM 3171131.5 |
 GW2248|---------------------------------------------------------------------|
 GW2248
 GW2248                          SUPERSEDED SURVEY CONTROL
 GW2248
 GW2248  NAD 83(1986)-  37 46 57.34055(N)    079 35 22.25821(W) AD(       ) 2
 GW2248  NAD 27      -  37 46 56.86760(N)    079 35 23.10230(W) AD(       ) 2
 GW2248  NGVD 29 (07/19/86)  415.7    (m)         1364.     (f) VERT ANG       
 GW2248
 GW2248.Superseded values are not recommended for survey control.
 GW2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2248.See file dsdata.txt to determine how the superseded data were derived.
 GW2248
 GW2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2420582631(NAD 83)
 GW2248_MARKER: DS = TRIANGULATION STATION DISK
 GW2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GW2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2248+STABILITY: SURFACE MOTION
 GW2248
 GW2248  HISTORY     - Date     Condition        Report By
 GW2248  HISTORY     - 1957     MONUMENTED       CGS
 GW2248  HISTORY     - 1962     GOOD             CGS
 GW2248
 GW2248                          STATION DESCRIPTION
 GW2248
 GW2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2248'STATION IS LOCATED ABOUT 0.25 MILE SOUTH OF COLLIERS CREEK,
 GW2248'IN THE SOUTHERN PART OF COLLIERSTOWN AND SOUTHWEST OF THE
 GW2248'SOUTHWEST CORNER OF THE CEMETERY.
 GW2248'
 GW2248'STATION, STAMPED COLLIERS 1957, SET 1 FOOT BELOW THE SURFACE
 GW2248'OF THE GROUND, IS 258 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GW2248'OF THE CEMETERY, 199 FEET SOUTH OF A LONE 5 INCH TREE IN
 GW2248'A EAST-WEST FENCE AND 156 FEET SOUTHEAST OF THE FENCE ON
 GW2248'THE NORTHWEST SLOPE OF THE HILL.
 GW2248'
 GW2248'TO REACH THE STATION FROM THE BRIDGE ACROSS COLLIERS CREEK
 GW2248'IN COLLIERSTOWN, GO WEST-SOUTHWEST ON HARD SURFACED ROAD
 GW2248'FOR 0.15 MILE TO COUNTY ROUTE 657 ON THE LEFT.  TURN LEFT,
 GW2248'GO SOUTH ON COUNTY ROUTE 657 FOR 0.1 MILE TO A DOUBLE GATE
 GW2248'AT THE SOUTHWEST CORNER OF THE BARN ON THE PROPERTY OF MR.
 GW2248'H.G. ARMSTRONG.  TURN LEFT, PASSING THROUGH THE GATE AND
 GW2248'GO EAST ON FARM ROAD FOR 0.1 MILE TO A GATE AT THE SOUTHWEST
 GW2248'CORNER OF THE CEMETERY AND THE STATION AS DESCRIBED.
 GW2248
 GW2248                          STATION RECOVERY (1962)
 GW2248
 GW2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CTP)
 GW2248'STATION WAS FOUND IN GOOD CONDITION.
 GW2248'
 GW2248'STATION IS 268 FT SW OF SW CORNER OF CEMETERY, 211 FT SE
 GW2248'OF FENCE ON NW SLOPE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2965 ***********************************************************************
 HV2965  DESIGNATION -  COLLIMATION TOWER
 HV2965  PID         -  HV2965
 HV2965  STATE/COUNTY-  VA/KING GEORGE
 HV2965  USGS QUAD   -  DAHLGREN (1983)
 HV2965
 HV2965                         *CURRENT SURVEY CONTROL
 HV2965  ___________________________________________________________________
 HV2965* NAD 83(1993)-  38 19 44.41342(N)    077 01 18.57496(W)     ADJUSTED  
 HV2965* NAVD 88     -         2.389  (meters)       7.84   (feet)  ADJUSTED  
 HV2965  ___________________________________________________________________
 HV2965  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 HV2965  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV2965  DYNAMIC HT  -           2.388 (meters)       7.83  (feet)  COMP
 HV2965  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 HV2965
 HV2965  HORZ ORDER  -  SECOND
 HV2965  VERT ORDER  -  FIRST     CLASS I
 HV2965
 HV2965.The horizontal coordinates were established by classical geodetic methods
 HV2965.and adjusted by the National Geodetic Survey in November 1994..
 HV2965
 HV2965.The orthometric height was determined by differential leveling
 HV2965.and adjusted by the National Geodetic Survey in June 1991..
 HV2965.WARNING-Repeat measurements at this control monument indicate possible
 HV2965.vertical movement.
 HV2965
 HV2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2965
 HV2965.The geoid height was determined by GEOID03.
 HV2965
 HV2965.The dynamic height is computed by dividing the NAVD 88
 HV2965.geopotential number by the normal gravity value computed on the
 HV2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2965.degrees latitude (g = 980.6199 gals.).
 HV2965
 HV2965.The modeled gravity was interpolated from observed gravity values.
 HV2965
 HV2965;                    North         East     Units Scale Factor Converg.
 HV2965;SPC VA N     - 2,074,558.433 3,629,238.820   MT  0.99996099   +0 55 21.2
 HV2965;SPC VA N     - 6,806,280.46 11,906,927.70   sFT  0.99996099   +0 55 21.2
 HV2965;SPC MD       -    73,522.559   398,091.541   MT  0.99999508   -0 00 49.3
 HV2965;SPC MD       -   241,215.26  1,306,072.00   sFT  0.99999508   -0 00 49.3
 HV2965;UTM  18      - 4,244,253.895   323,276.475   MT  0.99998464   -1 15 15.2
 HV2965
 HV2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2965!SPC VA N     -   1.00000486  x   0.99996099  =   0.99996585
 HV2965!SPC MD       -   1.00000486  x   0.99999508  =   0.99999994
 HV2965!UTM  18      -   1.00000486  x   0.99998464  =   0.99998950
 HV2965
 HV2965:                Primary Azimuth Mark                     Grid Az
 HV2965:SPC VA N     -  RADAR 1 1974                             230 06 20.3
 HV2965:SPC MD       -  RADAR 1 1974                             231 02 30.8
 HV2965:UTM  18      -  RADAR 1 1974                             232 16 56.7
 HV2965
 HV2965|---------------------------------------------------------------------|
 HV2965| PID    Reference Object                     Distance      Geod. Az  |
 HV2965|                                                           dddmmss.s |
 HV2965| HV5384 RADAR 1 1974                        APPROX. 0.7 KM 2310141.5 |
 HV2965| HV2962 MK 68                               311.543 METERS 25116     |
 HV2965| HV5381 105 1974                            230.086 METERS 27942     |
 HV2965|---------------------------------------------------------------------|
 HV2965
 HV2965                          SUPERSEDED SURVEY CONTROL
 HV2965
 HV2965  NAD 83(1993)-  38 19 44.41420(N)    077 01 18.58040(W) AD(       ) 2
 HV2965  NAD 83(1986)-  38 19 44.41334(N)    077 01 18.59031(W) AD(       ) 2
 HV2965  NAD 27      -  38 19 43.95471(N)    077 01 19.68184(W) AD(       ) 2
 HV2965  NGVD 29 (05/17/90)    2.623  (m)            8.61   (f) ADJUSTED    1 1
 HV2965
 HV2965.Superseded values are not recommended for survey control.
 HV2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2965.See file dsdata.txt to determine how the superseded data were derived.
 HV2965
 HV2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2327644254(NAD 83)
 HV2965_MARKER: DS = TRIANGULATION STATION DISK
 HV2965_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV2965+WITH SETTING: PAVEMENT
 HV2965_SP_SET: TOWER BASE
 HV2965_STAMPING: COLLIMATION TOWER 1974
 HV2965_MARK LOGO: NGS   
 HV2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2965+STABILITY: SURFACE MOTION
 HV2965
 HV2965  HISTORY     - Date     Condition        Report By
 HV2965  HISTORY     - 1974     MONUMENTED       NGS
 HV2965  HISTORY     - 1974     GOOD             NGS
 HV2965  HISTORY     - 19900226 GOOD             NGS
 HV2965  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV2965  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV2965
 HV2965                          STATION DESCRIPTION
 HV2965
 HV2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HV2965'NO REFERENCE MARKS ESTABLISHED.
 HV2965'
 HV2965'THE STATION IS LOCATED ON THE DAHLGREN NAVAL WEAPONS LABORATORY, AND
 HV2965'NEAR THE WEST BANK OF THE POTOMAC RIVER.
 HV2965'
 HV2965'TO REACH THE STATION FROM THE JUNCTION OF TISDALE, HOLDEN AND
 HV2965'DAHLGREN ROADS IN FRONT OF THE, ORDNANCE BUILDING ON THE BASE.  GO
 HV2965'NORTHEAST ON TISDALE ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN
 HV2965'RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.25 MILE TO A LARGE
 HV2965'STEEL TOWER AND THE STATION.
 HV2965'
 HV2965'STATION MARK, A STANDARD DISK STAMPED COLLIMATION TOWER 1974, IS
 HV2965'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A STEEL TOWER,
 HV2965'WHICH IS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 18.0 FEET NORTH
 HV2965'OF THE NORTHWEST CORNER OF A METAL BUILDING, 5.7 FEET
 HV2965'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TOWER AND 3.5
 HV2965'FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTHWEST LEG OF
 HV2965'THE TOWER.
 HV2965'
 HV2965'NEAREST TOWN--DAHLGREN.
 HV2965
 HV2965                          STATION RECOVERY (1974)
 HV2965
 HV2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV2965'AT DAHLGREN.
 HV2965'ABOUT 0.2 MILE NORTHEAST ALONG TISDALE ROAD FROM THE ORDNANCE
 HV2965'BUILDING ON THE BASE, THENCE 0.25 MILE EASTERLY ON A PAVED
 HV2965'ROAD TO A LARGE STEEL TOWER AND THE MARK IN THE BASE OF THE
 HV2965'TOWER, 18.0 FEET NORTH OF THE NORTHWEST CORNER OF A METAL
 HV2965'BUILDING, 5.7 FEET WEST-NORTHWEST OF THE CENTER OF THE TOWER
 HV2965'AND 3.5 FEET NORTH OF THE NORTHWEST CORNER OF THE SOUTHWEST LEG OF
 HV2965'THE TOWER.  THE DISK IS A STANDARD TRIANGULATION STATION DISK
 HV2965'CEMENTED IN A DRILL HOLE IN THE BASE OF THE TOWER AND IS 12
 HV2965'INCHES ABOVE THE GROUND SURFACE.
 HV2965
 HV2965                          STATION RECOVERY (1990)
 HV2965
 HV2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HV2965'1.9 KM (1.18 MI) SOUTHEASTERLY ALONG DAHLGREN ROAD FROM THE MAIN GATE
 HV2965'OF THE NAVAL SURFACE WEAPONS CENTER IN DAHLGREN, THENCE 0.3 KM
 HV2965'(0.19 MI) NORTHERLY ALONG TISDALE ROAD, THENCE 0.4 KM (0.25 MI)
 HV2965'EASTERLY ALONG A PAVED ROAD, IN TOP OF AND 1.1 M (3.61 FT) NORTH OF
 HV2965'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE SOUTHWEST LEG OF A
 HV2965'STELL TOWER, 1.7 M (5.58 FT) WEST-NORTHWEST OF THE CENTER OF THE
 HV2965'TOWER, AND 0.3 M (0.98 FT) ABOVE THE GROUND SURFACE.
 HV2965
 HV2965                          STATION RECOVERY (1998)
 HV2965
 HV2965'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2965'MARK NOT FOUND.
 HV2965
 HV2965                          STATION RECOVERY (2003)
 HV2965
 HV2965'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2965'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4933 ***********************************************************************
 HV4933  DESIGNATION -  COLLINS
 HV4933  PID         -  HV4933
 HV4933  STATE/COUNTY-  VA/FAIRFAX
 HV4933  USGS QUAD   -  MOUNT VERNON (1983)
 HV4933
 HV4933                         *CURRENT SURVEY CONTROL
 HV4933  ___________________________________________________________________
 HV4933* NAD 83(1993)-  38 44 12.08971(N)    077 02 29.83141(W)     ADJUSTED  
 HV4933* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4933  ___________________________________________________________________
 HV4933  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HV4933  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV4933
 HV4933  HORZ ORDER  -  THIRD
 HV4933
 HV4933.The horizontal coordinates were established by classical geodetic methods
 HV4933.and adjusted by the National Geodetic Survey in November 1994..
 HV4933
 HV4933.The orthometric height was scaled from a topographic map.
 HV4933
 HV4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4933
 HV4933.The geoid height was determined by GEOID03.
 HV4933
 HV4933;                    North         East     Units Scale Factor Converg.
 HV4933;SPC VA N     - 2,119,778.889 3,626,789.524   MT  0.99995054   +0 54 36.7
 HV4933;SPC VA N     - 6,954,641.24 11,898,891.96   sFT  0.99995054   +0 54 36.7
 HV4933;SPC MD       -   118,777.824   396,381.470   MT  0.99995278   -0 01 34.0
 HV4933;SPC MD       -   389,690.24  1,300,461.54   sFT  0.99995278   -0 01 34.0
 HV4933;UTM  18      - 4,289,536.391   322,550.965   MT  0.99998776   -1 16 40.3
 HV4933
 HV4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4933!SPC VA N     -   1.00000512  x   0.99995054  =   0.99995566
 HV4933!SPC MD       -   1.00000512  x   0.99995278  =   0.99995790
 HV4933!UTM  18      -   1.00000512  x   0.99998776  =   0.99999288
 HV4933
 HV4933:                Primary Azimuth Mark                     Grid Az
 HV4933:SPC VA N     -  ALEXANDRIA SHIPYARDS BLACK TK            359 17 19.3
 HV4933:SPC MD       -  ALEXANDRIA SHIPYARDS BLACK TK            000 13 30.0
 HV4933:UTM  18      -  ALEXANDRIA SHIPYARDS BLACK TK            001 28 36.3
 HV4933
 HV4933|---------------------------------------------------------------------|
 HV4933| PID    Reference Object                     Distance      Geod. Az  |
 HV4933|                                                           dddmmss.s |
 HV4933| HV4550 ALEXANDRIA SHIPYARDS BLACK TK       APPROX. 6.3 KM 0001156.0 |
 HV4933| HV4693 ROSIER LIGHT                        APPROX. 3.8 KM 0143117.3 |
 HV4933| HV4957 FT WASHINGTON LOW WATER TANK        APPROX. 2.7 KM 1493700.5 |
 HV4933| HV4956 FT WASHINGTON HIGH WATER TANK       APPROX. 2.7 KM 1494738.3 |
 HV4933| HV4954 FT WASHINGTON FLAGPOLE              APPROX. 2.7 KM 1610813.1 |
 HV4933| DC6145 COLLINS RM                           13.340 METERS 24454     |
 HV4933| HV4918 MATTHEW                             APPROX. 0.6 KM 3534541.7 |
 HV4933|---------------------------------------------------------------------|
 HV4933
 HV4933                          SUPERSEDED SURVEY CONTROL
 HV4933
 HV4933  NAD 83(1993)-  38 44 12.08783(N)    077 02 29.83327(W) AD(       ) 3
 HV4933  NAD 83(1986)-  38 44 12.08915(N)    077 02 29.84581(W) AD(       ) 3
 HV4933  NAD 27      -  38 44 11.66700(N)    077 02 30.93300(W) AD(       ) 3
 HV4933
 HV4933.Superseded values are not recommended for survey control.
 HV4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4933.See file dsdata.txt to determine how the superseded data were derived.
 HV4933
 HV4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2255189536(NAD 83)
 HV4933_MARKER: DS = TRIANGULATION STATION DISK
 HV4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4933
 HV4933  HISTORY     - Date     Condition        Report By
 HV4933  HISTORY     - 1928     MONUMENTED       CGS
 HV4933  HISTORY     - 1936     SEE DESCRIPTION  CGS
 HV4933
 HV4933                          STATION DESCRIPTION
 HV4933
 HV4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4933'ON THE W SHORE OF POTOMAC RIVER ABOUT ONE MILE S OF THE SOUTHERN
 HV4933'POINT OF HOG ISLAND, ON A GRAVEL BEACH, AT THE EDGE OF THE
 HV4933'HIGH-WATER LINE.  TWO METERS E OF A SMALL WOODEN BOATHOUSE ON THE
 HV4933'LAND OF A MR. COLLINS.  ONE QUARTER OF A MILE S OF STATION ARE A
 HV4933'ROW OF CONCRETE POSTS FOR A SEA-WALL.  MARK PROJECTS TWO INCHES
 HV4933'UNDER WATER AT FLOOD TIDES.
 HV4933'
 HV4933'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HV4933'CONCRETE.
 HV4933'
 HV4933'REFERENCE MARK IS SET BACK FROM HIGH-WATER LINE AGAINST A STEEP
 HV4933'BANK AND JUST S OF SOME WOODEN STEPS LEADING TO THE HOUSE OF
 HV4933'THE OWNER.  MARK PROJECTS 10 INCHES ABOVE SURFACE AND STAMPED
 HV4933'COLLINS 1928.
 HV4933'
 HV4933'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 HV4933
 HV4933                          STATION RECOVERY (1936)
 HV4933
 HV4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 HV4933'STATION WAS REMOVED BY ICE IN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4767 ***********************************************************************
 GV4767  DESIGNATION -  COLOGNE
 GV4767  PID         -  GV4767
 GV4767  STATE/COUNTY-  VA/KING AND QUEEN
 GV4767  USGS QUAD   -  SHACKLEFORDS (1986)
 GV4767
 GV4767                         *CURRENT SURVEY CONTROL
 GV4767  ___________________________________________________________________
 GV4767* NAD 83(1993)-  37 31 37.24340(N)    076 42 11.46029(W)     ADJUSTED  
 GV4767* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 GV4767  ___________________________________________________________________
 GV4767  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GV4767  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 GV4767
 GV4767  HORZ ORDER  -  FIRST
 GV4767
 GV4767.The horizontal coordinates were established by classical geodetic methods
 GV4767.and adjusted by the National Geodetic Survey in November 1994..
 GV4767
 GV4767.The orthometric height was scaled from a topographic map.
 GV4767
 GV4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4767
 GV4767.The geoid height was determined by GEOID03.
 GV4767
 GV4767;                    North         East     Units Scale Factor Converg.
 GV4767;SPC VA S     - 1,133,980.462 3,658,809.405   MT  0.99994926   +1 05 25.9
 GV4767;SPC VA S     - 3,720,400.90 12,003,943.86   sFT  0.99994926   +1 05 25.9
 GV4767;UTM  18      - 4,154,700.901   349,503.966   MT  0.99987899   -1 02 15.6
 GV4767
 GV4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4767!SPC VA S     -   1.00000065  x   0.99994926  =   0.99994991
 GV4767!UTM  18      -   1.00000065  x   0.99987899  =   0.99987964
 GV4767
 GV4767|---------------------------------------------------------------------|
 GV4767| PID    Reference Object                     Distance      Geod. Az  |
 GV4767|                                                           dddmmss.s |
 GV4767| DC9131 COLOGNE RM 1                         57.548 METERS 08320     |
 GV4767| GV4691 JAMES CITY LOOKOUT TOWER            APPROX.15.3 KM 2275846.9 |
 GV4767| DC9130 COLOGNE AZ MK                                      2394257.2 |
 GV4767| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 8.3 KM 2730942.1 |
 GV4767| DC9132 COLOGNE RM 2                         47.475 METERS 28156     |
 GV4767|---------------------------------------------------------------------|
 GV4767
 GV4767                          SUPERSEDED SURVEY CONTROL
 GV4767
 GV4767  NAD 83(1986)-  37 31 37.24461(N)    076 42 11.47725(W) AD(       ) 1
 GV4767  NAD 27      -  37 31 36.73000(N)    076 42 12.62700(W) AD(       ) 1
 GV4767
 GV4767.Superseded values are not recommended for survey control.
 GV4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4767.See file dsdata.txt to determine how the superseded data were derived.
 GV4767
 GV4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4950454701(NAD 83)
 GV4767_MARKER: DS = TRIANGULATION STATION DISK
 GV4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4767
 GV4767  HISTORY     - Date     Condition        Report By
 GV4767  HISTORY     - 1942     MONUMENTED       CGS
 GV4767  HISTORY     - 1944     GOOD             CGS
 GV4767  HISTORY     - 1951     GOOD             CGS
 GV4767  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV4767  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 GV4767  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4767  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4767
 GV4767                          STATION DESCRIPTION
 GV4767
 GV4767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4767'STATION IS ABOUT 5.3 MILES E OF WEST POINT, ON LAND OWNED
 GV4767'BY MR. J.M. CORR.  IT IS IN THE SW ANGLE OF THE JUNCTION
 GV4767'OF COUNTY HIGHWAY 601 AND A FARM ROAD LEADING SW, 22 FEET
 GV4767'S OF THE CENTER OF COUNTY HIGHWAY 601, 17 FEET NW OF THE
 GV4767'CENTER OF THE FARM ROAD AND 50 FEET W BY S OF A LONE 10-INCH
 GV4767'PERSIMMON TREE WITH A TRIANGULAR BLAZE.  IT IS STAMPED
 GV4767'COLOGNE 1942 AND IS 12 INCHES BELOW THE SURFACE OF THE
 GV4767'GROUND.
 GV4767'
 GV4767'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV4767'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV4767'
 GV4767'REFERENCE MARK NO. 1 IS 10 FEET N OF THE CENTER OF COUNTY
 GV4767'HIGHWAY 601.  IT IS STAMPED COLOGNE NO. 1 1942 AND PROJECTS
 GV4767'6 INCHES.
 GV4767'
 GV4767'REFERENCE MARK NO. 2 IS 10 FEET N OF THE CENTER OF COUNTY
 GV4767'HIGHWAY 601 AND SE OF A LONE 24-INCH OAK TREE.  IT IS STAMPED
 GV4767'COLOGNE NO. 2 1942, PROJECTS 6 INCHES, AND IS WITNESSED BY
 GV4767'A 4-INCH SQUARE WHITE WOODEN POST PROJECTING 2-1/2 FEET.
 GV4767'
 GV4767'AZIMUTH MARK IS 1 FOOT NW OF A FENCE LINE, 8 FEET SE OF THE
 GV4767'CENTER OF THE FARM ROAD AND 264 FEET NE OF THE N FENCE OF
 GV4767'FARMHOUSE.  IT IS STAMPED COLOGNE 1942 AND PROJECTS 4 INCHES.
 GV4767'
 GV4767'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION
 GV4767'OF STATE HIGHWAYS 30 AND 33 IN WEST POINT, GO NE ON STATE
 GV4767'HIGHWAY 33 FOR 4.15 MILES TO JUNCTION WITH STATE HIGHWAY
 GV4767'14, CONTINUE NE ON STATE HIGHWAYS 33 AND 14 FOR 1.85 MILES
 GV4767'TO JUNCTION OF STATE HIGHWAYS 33 AND 14.  TURN RIGHT ON
 GV4767'STATE HIGHWAY 14 AND GO SE FOR 1.2 MILES TO DIRT COUNTY
 GV4767'HIGHWAY 606 RIGHT, TURN RIGHT (S) AND GO 0.3 MILE TO COUNTY
 GV4767'HIGHWAY 601.  TURN RIGHT (W) ON COUNTY HIGHWAY 601 AND GO
 GV4767'0.55 MILE TO A FARM ROAD LEFT AND THE STATION.
 GV4767'
 GV4767'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV4767
 GV4767                          STATION RECOVERY (1944)
 GV4767
 GV4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4767'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 GV4767
 GV4767                          STATION RECOVERY (1951)
 GV4767
 GV4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4767'STATION, R.M. 1, AND R.M. 2 RECOVERED IN GOOD CONDITION.
 GV4767'THE DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT FOR THE
 GV4767'FOLLOWING--
 GV4767'
 GV4767'1.  COUNTY HIGHWAY 606 IS NOW COUNTY HIGHWAY 601.
 GV4767'
 GV4767'2.  17 FEET NW OF THE CENTER OF THE FARM ROAD SHOULD READ
 GV4767'14 FEET NW OF THE CENTER OF THE FARM ROAD.
 GV4767
 GV4767                          STATION RECOVERY (1961)
 GV4767
 GV4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4767'STATION AND ALL MARKS WERE SEARCHED FOR BUT NOT RECOVERED
 GV4767'THE STATION IS PROBERLY IN PLACE SINCE IT WAS PLACED 12 INCHES
 GV4767'BELOW THE SURFACE OF THE GROUND.  THE ONLY WITNESS POINT THAT
 GV4767'REMAINS IS THE PERSIMMON TREE, WITH AN OLD TRIANGLE BLAZE.
 GV4767'THE REFERENCE MARKS ARE BELIEVED DESTROYED, BECAUSE THEY WERE
 GV4767'SET TO NEAR THE ROAD IN 1942.  HIGHWAY 606 IS NOW 601 AND
 GV4767'HIGHWAY 601 IS NOW 658.
 GV4767
 GV4767                          STATION RECOVERY (1994)
 GV4767
 GV4767'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4767'MARK NOT FOUND.
 GV4767
 GV4767                          STATION RECOVERY (2000)
 GV4767
 GV4767'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4767'MARK NOT FOUND.
 GV4767
 GV4767                          STATION RECOVERY (2004)
 GV4767
 GV4767'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5531 ***********************************************************************
 AJ5531  DESIGNATION -  COLONIAL
 AJ5531  PID         -  AJ5531
 AJ5531  STATE/COUNTY-  VA/STAFFORD
 AJ5531  USGS QUAD   -  STAFFORD (1994)
 AJ5531
 AJ5531                         *CURRENT SURVEY CONTROL
 AJ5531  ___________________________________________________________________
 AJ5531* NAD 83(1993)-  38 26 06.32499(N)    077 26 59.36452(W)     ADJUSTED  
 AJ5531* NAVD 88     -        86.3    (meters)     283.     (feet)  GPS OBS   
 AJ5531  ___________________________________________________________________
 AJ5531  X           -   1,087,036.205 (meters)                     COMP
 AJ5531  Y           -  -4,883,062.250 (meters)                     COMP
 AJ5531  Z           -   3,943,421.420 (meters)                     COMP
 AJ5531  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AJ5531  ELLIP HEIGHT-          53.91  (meters)          (05/17/02) GPS OBS
 AJ5531  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AJ5531
 AJ5531  HORZ ORDER  -  FIRST
 AJ5531  ELLP ORDER  -  FOURTH    CLASS II
 AJ5531
 AJ5531.The horizontal coordinates were established by GPS observations
 AJ5531.and adjusted by the National Geodetic Survey in October 2001..
 AJ5531
 AJ5531.The orthometric height was determined by GPS observations and a
 AJ5531.high-resolution geoid model.
 AJ5531
 AJ5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5531
 AJ5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5531
 AJ5531.The ellipsoidal height was determined by GPS observations
 AJ5531.and is referenced to NAD 83.
 AJ5531
 AJ5531.The geoid height was determined by GEOID03.
 AJ5531
 AJ5531;                    North         East     Units Scale Factor Converg.
 AJ5531;SPC VA N     - 2,085,817.852 3,591,685.688   MT  0.99995343   +0 39 19.6
 AJ5531;SPC VA N     - 6,843,220.74 11,783,722.13   sFT  0.99995343   +0 39 19.6
 AJ5531;UTM  18      - 4,256,933.620   286,174.081   MT  1.00016310   -1 31 24.4
 AJ5531
 AJ5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5531!SPC VA N     -   0.99999154  x   0.99995343  =   0.99994497
 AJ5531!UTM  18      -   0.99999154  x   1.00016310  =   1.00015464
 AJ5531
 AJ5531                          SUPERSEDED SURVEY CONTROL
 AJ5531
 AJ5531  ELLIP H (10/09/01)   53.94   (m)                       GP(       ) 4 1
 AJ5531
 AJ5531.Superseded values are not recommended for survey control.
 AJ5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5531.See file dsdata.txt to determine how the superseded data were derived.
 AJ5531
 AJ5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8617456934(NAD 83)
 AJ5531_MARKER: DD = SURVEY DISK
 AJ5531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5531_STAMPING: COLONIAL 2000
 AJ5531_MARK LOGO: VA-179
 AJ5531_PROJECTION: FLUSH
 AJ5531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5531+STABILITY: SURFACE MOTION
 AJ5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5531+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2001
 AJ5531
 AJ5531  HISTORY     - Date     Condition        Report By
 AJ5531  HISTORY     - 20010603 MONUMENTED       GEOMET
 AJ5531
 AJ5531                          STATION DESCRIPTION
 AJ5531
 AJ5531'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ5531'THE STATION IS LOCATED IN CENTRAL STAFFORD COUNTY,  VIRGINIA AT
 AJ5531'COLONIAL FORGE HIGH
 AJ5531'SCHOOL.
 AJ5531' 
 AJ5531'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5531'(ROUTE 1) AND
 AJ5531'COURTHOUSE ROAD (ROUTE 630) PROCEED WEST ALONG COURTHOUSE ROAD (ROUTE
 AJ5531'630) A
 AJ5531'DISTANCE OF  2.7 MILES TO THE FIRST ENTRANCE OF COLONIAL FORGE HIGH
 AJ5531'SCHOOL.  TURN LEFT
 AJ5531'AND PROCEED WEST ALONG THE ENTRANCE ROAD 50 FEET TO THE STATION ON THE
 AJ5531'RIGHT.
 AJ5531' 
 AJ5531'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5531'ALUMINUM SURVEY DISK
 AJ5531'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED COLONIAL
 AJ5531'2000.
 AJ5531' 
 AJ5531'THE STATION IS 76.5 FEET AZIMUTH 300 DEGREES TO A CONCRETE LIGHT POLE,
 AJ5531'23.4 FEET AZIMUTH 90
 AJ5531'DEGREES TO A DRUG FREE SIGN, 5.0 FEET AZIMUTH 145 DEGREES TO THE NORTH
 AJ5531'EDGE OF THE
 AJ5531'SIDEWALK, 27.0 FEET AZIMUTH 208 DEGREES TO A 15 MPH SPEED LIMIT SIGN,
 AJ5531'AND 1.0 FOOT AZIMUTH
 AJ5531'330 DEGREES TO A WITNESS POST.
 AJ5531' 
 AJ5531' 
 AJ5531' 
 AJ5531' 
 AJ5531' 
 AJ5531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7068 ***********************************************************************
 HV7068  DESIGNATION -  COLONIAL BEACH N TANK
 HV7068  PID         -  HV7068
 HV7068  STATE/COUNTY-  VA/WESTMORELAND
 HV7068  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV7068
 HV7068                         *CURRENT SURVEY CONTROL
 HV7068  ___________________________________________________________________
 HV7068* NAD 83(1993)-  38 15 06.47550(N)    076 57 57.99012(W)     ADJUSTED  
 HV7068* NAVD 88     -                                                        
 HV7068  ___________________________________________________________________
 HV7068  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HV7068  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HV7068
 HV7068  HORZ ORDER  -  THIRD
 HV7068
 HV7068.The horizontal coordinates were established by classical geodetic methods
 HV7068.and adjusted by the National Geodetic Survey in November 1994..
 HV7068
 HV7068
 HV7068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7068
 HV7068.The geoid height was determined by GEOID03.
 HV7068
 HV7068;                    North         East     Units Scale Factor Converg.
 HV7068;SPC VA N     - 2,066,069.944 3,634,253.059   MT  0.99996863   +0 57 26.4
 HV7068;SPC VA N     - 6,778,431.14 11,923,378.58   sFT  0.99996863   +0 57 26.4
 HV7068;SPC MD       -    64,952.962   402,966.604   MT  1.00000874   +0 01 16.6
 HV7068;SPC MD       -   213,099.84  1,322,066.27   sFT  1.00000874   +0 01 16.6
 HV7068;UTM  18      - 4,235,581.070   327,964.871   MT  0.99996450   -1 13 03.2
 HV7068
 HV7068                          SUPERSEDED SURVEY CONTROL
 HV7068
 HV7068  NAD 83(1993)-  38 15 06.47520(N)    076 57 57.99621(W) AD(       ) 4
 HV7068  NAD 83(1986)-  38 15 06.47580(N)    076 57 58.00550(W) AD(       ) 4
 HV7068  NAD 27      -  38 15 06.01745(N)    076 57 59.10477(W) AD(       ) 3
 HV7068
 HV7068.Superseded values are not recommended for survey control.
 HV7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7068.See file dsdata.txt to determine how the superseded data were derived.
 HV7068
 HV7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2796535581(NAD 83)
 HV7068_MARKER: 53 = ELEVATED TANK
 HV7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7068+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV7068
 HV7068  HISTORY     - Date     Condition        Report By
 HV7068  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV7068  HISTORY     - 19981121 GOOD             USPSQD
 HV7068  HISTORY     - 20030318 GOOD             USPSQD
 HV7068
 HV7068                          STATION DESCRIPTION
 HV7068
 HV7068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV7068'STATION IS LOCATED IN THE CITY OF COLONIAL BEACH, VIRGINIA,
 HV7068'SOUTHWEST OF THE COLONIAL BEACH SCHOOL, AND SOUTH OF A BALL-FIELD
 HV7068'IN THE SOUTHWEST CORNER OF DOUGLAS AVENUE N., AND WILDER AVENUE.
 HV7068'STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF DOUGLAS
 HV7068'AVENUE N., AND DENNISON STREET N.  IT IS A FOUR-LEGGED STEEL
 HV7068'STRUCTURE WITH A STANDPIPE, ALL OF WHICH IS PAINTED ALUMINUM
 HV7068'COLORED, WITH THE LETTERS COLONIAL BEACH IN BLACK ON THE NORTH
 HV7068'SIDE OF THE TANK.  STATION IS IN A CYCLONE FENCE ENCLOSURE AND A
 HV7068'CONCRETE-BLOCK PUMP HOUSE IS AT THE NORTHEAST CORNER OF THE FENCE.
 HV7068'THE STANDPIPE IS 93 FEET WEST OF THE CENTER OF DOUGLAS AVENUE N.,
 HV7068'AND 69 FEET NORTH OF THE CENTER OF DENNISON STREET N. THE POINT
 HV7068'INTERSECTED WAS THE RED LIGHT ATOP THE TANK.  THE STANDPIPE MAY
 HV7068'ALSO BE USED AS IT IS AT THE CENTER OF THE TANK.
 HV7068
 HV7068                          STATION RECOVERY (1998)
 HV7068
 HV7068'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7068'RECOVERED IN GOOD CONDITION.
 HV7068
 HV7068                          STATION RECOVERY (2003)
 HV7068
 HV7068'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7009 ***********************************************************************
 HV7009  DESIGNATION -  COLONIAL BEACH S TANK=COLONIAL
 HV7009  PID         -  HV7009
 HV7009  STATE/COUNTY-  VA/WESTMORELAND
 HV7009  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7009
 HV7009                         *CURRENT SURVEY CONTROL
 HV7009  ___________________________________________________________________
 HV7009* NAD 83(1993)-  38 14 30.48413(N)    076 57 48.75125(W)     ADJUSTED  
 HV7009* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HV7009  ___________________________________________________________________
 HV7009  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 HV7009  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV7009
 HV7009  HORZ ORDER  -  SECOND
 HV7009
 HV7009.The horizontal coordinates were established by classical geodetic methods
 HV7009.and adjusted by the National Geodetic Survey in November 1994..
 HV7009
 HV7009.The orthometric height was scaled from a topographic map.
 HV7009
 HV7009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7009
 HV7009.The geoid height was determined by GEOID03.
 HV7009
 HV7009;                    North         East     Units Scale Factor Converg.
 HV7009;SPC VA N     - 2,064,964.144 3,634,496.228   MT  0.99996975   +0 57 32.2
 HV7009;SPC VA N     - 6,774,803.20 11,924,176.37   sFT  0.99996975   +0 57 32.2
 HV7009;SPC MD       -    63,843.292   403,191.686   MT  1.00001063   +0 01 22.4
 HV7009;SPC MD       -   209,459.20  1,322,804.72   sFT  1.00001063   +0 01 22.4
 HV7009;SPC VA S     - 1,212,900.614 3,634,508.950   MT  1.00006181   +0 55 57.1
 HV7009;SPC VA S     - 3,979,324.76 11,924,218.11   sFT  1.00006181   +0 55 57.1
 HV7009;UTM  18      - 4,234,466.845   328,165.902   MT  0.99996365   -1 12 56.5
 HV7009
 HV7009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7009!SPC VA N     -   1.00000467  x   0.99996975  =   0.99997442
 HV7009!SPC MD       -   1.00000467  x   1.00001063  =   1.00001530
 HV7009!SPC VA S     -   1.00000467  x   1.00006181  =   1.00006648
 HV7009!UTM  18      -   1.00000467  x   0.99996365  =   0.99996832
 HV7009
 HV7009:                Primary Azimuth Mark                     Grid Az
 HV7009:SPC VA N     -  PICCO                                    003 25 43.1
 HV7009:SPC MD       -  PICCO                                    004 21 52.9
 HV7009:SPC VA S     -  PICCO                                    003 27 18.2
 HV7009:UTM  18      -  PICCO                                    005 36 11.8
 HV7009
 HV7009|---------------------------------------------------------------------|
 HV7009| PID    Reference Object                     Distance      Geod. Az  |
 HV7009|                                                           dddmmss.s |
 HV7009| HV7090 PICCO                               APPROX.10.3 KM 0042315.3 |
 HV7009| CX2636 COLONIAL RM 2                        99.750 METERS 13623     |
 HV7009|---------------------------------------------------------------------|
 HV7009
 HV7009                          SUPERSEDED SURVEY CONTROL
 HV7009
 HV7009  NAD 83(1993)-  38 14 30.48373(N)    076 57 48.75752(W) AD(       ) 2
 HV7009  NAD 83(1986)-  38 14 30.48454(N)    076 57 48.76670(W) AD(       ) 2
 HV7009  NAD 27      -  38 14 30.02100(N)    076 57 49.86500(W) AD(       ) 2
 HV7009
 HV7009.Superseded values are not recommended for survey control.
 HV7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7009.See file dsdata.txt to determine how the superseded data were derived.
 HV7009
 HV7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2816634467(NAD 83)
 HV7009_MARKER: 51 = TANK
 HV7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7009+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 HV7009
 HV7009  HISTORY     - Date     Condition        Report By
 HV7009  HISTORY     - 1929     FIRST OBSERVED   CGS
 HV7009  HISTORY     - 1942     GOOD             CGS
 HV7009  HISTORY     - 1954     GOOD             CGS
 HV7009  HISTORY     - 1958     GOOD             CGS
 HV7009  HISTORY     - 1961     GOOD             CGS
 HV7009  HISTORY     - 1974     GOOD             NGS
 HV7009  HISTORY     - 20030318 GOOD             USPSQD
 HV7009
 HV7009                          STATION DESCRIPTION
 HV7009
 HV7009'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV7009'STATION IS THE CENTER OF THE WATER TANK AT THE COLONIAL BEACH
 HV7009'PUMPING STATION.  ON THE S BANK OF THE POTOMAC RIVER, IN THE TOWN
 HV7009'OF COLONIAL BEACH, AND IN THE SOUTHERN PART OF THE TOWN. THERE IS
 HV7009'A LARGE IRON PIPE THAT GOES FROM THE GROUND TO THE TANK, AND A
 HV7009'LARGE CYLINDRICAL BLOCK OF CONCRETE AROUND THIS PIPE AT THE
 HV7009'SURFACE OF THE GROUND.  IT IS POSSIBLE THAT THIS BLOCK OF CONCRETE
 HV7009'WILL REMAIN, SHOULD THE TANK HAPPEN TO BE DESTROYED.  THE TANK
 HV7009'RESTS ON FOUR LEGS, EACH OF WHICH IS SET IN A MASS OF CONCRETE IN
 HV7009'THE SHAPE OF A PYRAMID, EXTENDING ABOUT 1-1/2 FEET ABOVE THE
 HV7009'SURFACE OF THE GROUND.
 HV7009'
 HV7009'REFERENCE MARK NO. 1 IS MARKED, AS DESCRIBED, BY A
 HV7009'STANDARD U.S.C. AND G.S. DISK, SET IN THE FOOTING OF THE NE LEG
 HV7009'SUPPORTING THE TANK.  THE DEPTH TO WHICH THIS FOOTING EXTENDS INTO
 HV7009'THE GROUND WAS NOT DETERMINED.  THE FOOTING IS A BLOCK OF
 HV7009'CONCRETE IN THE SHAPE OF A PYRAMID AND IS ABOUT 2 INCHES PER FOOT.
 HV7009'
 HV7009'REFERENCE MARK NO. 2 IS MARKED, AS DESCRIBED, BY A
 HV7009'U.S.C. AND G.S. STANDARD DISK SET IN AN IRREGULAR MASS OF
 HV7009'CONCRETE AS FOLLOWS--CIRCULAR ON TOP ABOUT 10 INCHES IN DIAMETER,
 HV7009'EXTENDING DOWNWARD TO A DEPTH OF ABOUT 30 INCHES, AND FLUSH WITH
 HV7009'THE SURFACE OF THE GROUND.  IT IS LOCATED AT A BEND IN THE ROAD
 HV7009'LEADING TO THE TANK FROM THE SOUTHEASTWARD, AND IS BETWEEN THE
 HV7009'ROAD AND THE FENCE, ABOUT 2 FEET FROM THE FENCE AND 2-1/2 FEET
 HV7009'FROM THE EDGE OF THE ROAD.
 HV7009'
 HV7009'THE REFERENCE MARKS WERE STENCILED COLONIAL 1929 NO. 1 AND NO. 2,
 HV7009'RESPECTIVELY.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 HV7009'HORIZONTALLY.
 HV7009
 HV7009                          STATION RECOVERY (1942)
 HV7009
 HV7009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7009'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE U.S.
 HV7009'COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HV7009'TRIANGULATION STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO
 HV7009'PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV7009'
 HV7009'(1) THE TANKS REST ON FOUR LEGS, EACH OF WHICH IS SET IN A MASS OF
 HV7009'CONCRETE IN THE SHAPE OF A CUBE INSTEAD OF IN THE SHAPE OF A PYRAMID.
 HV7009'
 HV7009'(2) REFERENCE MARK NO. 1 IS SET IN THE FOOTING OF THE SE LEG
 HV7009'SUPPORTING THE TANK, INSTEAD OF NE LEG.
 HV7009'
 HV7009'(3) DELETE ALL REFERENCES TO FENCE.  THIS STRUCTURE HAS BEEN REMOVED.
 HV7009'
 HV7009'THE STATION IS THE CENTER OF THE COLONIAL BEACH WATER TANK AT
 HV7009'COLONIAL BEACH, VIRGINIA, LOCATED ON THE NE SHORE OF MONROE CREEK,
 HV7009'A TRIBUTARY OF THE POTOMAC RIVER.  THE TANK IS A STRUCTURE 125
 HV7009'FEET HIGH SUPPORTED BY FOUR STEEL LEGS WHICH REST ON CONCRETE
 HV7009'BLOCKS, DRAINED BY A 1-FOOT PIPE, SET IN THE CENTER OF THE BASE OF
 HV7009'THE TANK.
 HV7009'
 HV7009'REFERENCE MARK NO. 1 IS LOCATED 5.43 METERS FROM THE CENTER PIPE
 HV7009'OF THE TANK.  THE MARK IS A BRONZE DISK REFERENCE MARK, STAMPED
 HV7009'COLONIAL 1929 NO. 1, SET FLUSH IN THE SE CONCRETE SUPPORT. THE
 HV7009'MARK IS IN GOOD CONDITION.
 HV7009'
 HV7009'REFERENCE MARK NO. 2 IS LOCATED 99.752 METERS SE OF THE STATION ON
 HV7009'THE E SIDE OF A ROAD.  THE MARK IS A STANDARD DISK REFERENCE MARK,
 HV7009'STAMPED COLONIAL 1929 NO. 2, SET IN THE TOP OF A 9-INCH CIRCULAR
 HV7009'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND. THE MARK IS IN
 HV7009'GOOD CONDITION.
 HV7009
 HV7009                          STATION RECOVERY (1954)
 HV7009
 HV7009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7009'THE STATION RECOVERED AS DESCRIBED BY F.L.P. IN 1929.
 HV7009'
 HV7009'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HV7009
 HV7009                          STATION RECOVERY (1958)
 HV7009
 HV7009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV7009'THIS STATION WAS RECOVERED AS DESCRIBED.  A NEW TANK HAS BEEN
 HV7009'BUILT APPROXIMATELY ONE MILE NW AND THERE ARE PLANS TO TEAR DOWN
 HV7009'THE OLD TANK (COLONIAL 1929)
 HV7009
 HV7009                          STATION RECOVERY (1961)
 HV7009
 HV7009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV7009'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION BY
 HV7009'F.L.P. IN 1942 IS ADEQUATE FOR RECOVERY.
 HV7009
 HV7009                          STATION RECOVERY (1974)
 HV7009
 HV7009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HV7009'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV7009
 HV7009                          STATION RECOVERY (2003)
 HV7009
 HV7009'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7009'TANK HAS BEEN REMOVED, STANDPIPE AND FOUNDATIONS FOR LEGS ARE IN GOOD
 HV7009'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1029 ***********************************************************************
 FW1029  DESIGNATION -  COLONNA 1953
 FW1029  PID         -  FW1029
 FW1029  STATE/COUNTY-  VA/NORTHAMPTON
 FW1029  USGS QUAD   -  FRANKTOWN (1992)
 FW1029
 FW1029                         *CURRENT SURVEY CONTROL
 FW1029  ___________________________________________________________________
 FW1029* NAD 83(1993)-  37 27 03.92662(N)    075 56 09.36935(W)     ADJUSTED  
 FW1029* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FW1029  ___________________________________________________________________
 FW1029  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 FW1029  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 FW1029
 FW1029  HORZ ORDER  -  THIRD
 FW1029
 FW1029.The horizontal coordinates were established by classical geodetic methods
 FW1029.and adjusted by the National Geodetic Survey in September 1995..
 FW1029
 FW1029.The orthometric height was scaled from a topographic map.
 FW1029
 FW1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1029
 FW1029.The geoid height was determined by GEOID03.
 FW1029
 FW1029;                    North         East     Units Scale Factor Converg.
 FW1029;SPC VA S     - 1,127,123.955 3,726,836.265   MT  0.99994646   +1 33 22.3
 FW1029;SPC VA S     - 3,697,905.84 12,227,128.65   sFT  0.99994646   +1 33 22.3
 FW1029;UTM  18      - 4,145,326.406   417,217.657   MT  0.99968441   -0 34 09.0
 FW1029
 FW1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1029!SPC VA S     -   1.00000501  x   0.99994646  =   0.99995147
 FW1029!UTM  18      -   1.00000501  x   0.99968441  =   0.99968941
 FW1029
 FW1029:                Primary Azimuth Mark                     Grid Az
 FW1029:SPC VA S     -  TT 17 1953                               119 03 43.1
 FW1029:UTM  18      -  TT 17 1953                               121 11 14.4
 FW1029
 FW1029|---------------------------------------------------------------------|
 FW1029| PID    Reference Object                     Distance      Geod. Az  |
 FW1029|                                                           dddmmss.s |
 FW1029| FW1053 TT 17 1953                          481.582 METERS 1203705.4 |
 FW1029|---------------------------------------------------------------------|
 FW1029
 FW1029                          SUPERSEDED SURVEY CONTROL
 FW1029
 FW1029  NAD 83(1993)-  37 27 03.92542(N)    075 56 09.36985(W) AD(       ) 3
 FW1029  NAD 83(1986)-  37 27 03.92863(N)    075 56 09.40516(W) AD(       ) 3
 FW1029  NAD 27      -  37 27 03.44300(N)    075 56 10.64600(W) AD(       ) 3
 FW1029
 FW1029.Superseded values are not recommended for survey control.
 FW1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1029.See file dsdata.txt to determine how the superseded data were derived.
 FW1029
 FW1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1721845326(NAD 83)
 FW1029_MARKER: DE = TRAVERSE STATION DISK
 FW1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1029+STABILITY: SURFACE MOTION
 FW1029
 FW1029  HISTORY     - Date     Condition        Report By
 FW1029  HISTORY     - 1953     MONUMENTED       CGS
 FW1029
 FW1029                          STATION DESCRIPTION
 FW1029
 FW1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1029'STATION IS LOCATED ALONG HIGHWAYS 619 AND 622, 0.8 MI. W OF
 FW1029'BRIDGETOWN, 0.7 MI. E OF THE JUNCTION OF HIGHWAYS 619 AND
 FW1029'622, ON THE N SIDE OF THE ROAD AT COLONNAS STORE, 7.4 FT. E OF
 FW1029'POWER POLE 14, 18.8 FT. NE OF THE CENTERLINE OF THE ROAD, AND
 FW1029'34.6 FT. W OF THE SW CORNER OF A PORCH ON THE STORE.  IT IS
 FW1029'A STANDARD TRAVERSE STATION DISK, STAMPED COLONNA 1953 AND SET
 FW1029'IN THE TOP OF AN 8-IN. SQUARE CONCRETE MONUMENT PROJECTING
 FW1029'3 IN. ABOVE GROUND.
 FW1029'
 FW1029'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 13 AND HIGHWAY 627
 FW1029'IN MACHIPONGO, GO W ON HIGHWAY 627 TO THE JUNCTION OF HIGHWAY
 FW1029'627 AND 618, TURN RIGHT ON HIGHWAY 618 AND GO 1.6 MI. TO THE
 FW1029'JUNCTION OF HIGHWAYS 618 AND 622 IN JOHNSONTOWN, CONTINUE LEFT
 FW1029'ON HIGHWAY 622 FOR 2.15 MI. TO COLONNAS STORE AND THE STATION.
 FW1029'
 FW1029'STATION WESCOTT IS 2078.95 FT. S 80 DEG 12 MIN W.
 FW1029'
 FW1029'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5023 ***********************************************************************
 GV5023  DESIGNATION -  COLUMBUS
 GV5023  PID         -  GV5023
 GV5023  STATE/COUNTY-  VA/KING AND QUEEN
 GV5023  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5023
 GV5023                         *CURRENT SURVEY CONTROL
 GV5023  ___________________________________________________________________
 GV5023* NAD 83(1993)-  37 41 29.22365(N)    076 53 24.20140(W)     ADJUSTED  
 GV5023* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 GV5023  ___________________________________________________________________
 GV5023  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5023  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 GV5023
 GV5023  HORZ ORDER  -  FIRST
 GV5023
 GV5023.The horizontal coordinates were established by classical geodetic methods
 GV5023.and adjusted by the National Geodetic Survey in November 1994..
 GV5023
 GV5023.The orthometric height was scaled from a topographic map.
 GV5023
 GV5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5023
 GV5023.The geoid height was determined by GEOID03.
 GV5023
 GV5023;                    North         East     Units Scale Factor Converg.
 GV5023;SPC VA S     - 1,151,929.891 3,641,983.383   MT  0.99996134   +0 58 37.6
 GV5023;SPC VA S     - 3,779,289.98 11,948,740.48   sFT  0.99996134   +0 58 37.6
 GV5023;UTM  18      - 4,173,262.618   333,357.583   MT  0.99994205   -1 09 21.1
 GV5023
 GV5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5023!SPC VA S     -   0.99999945  x   0.99996134  =   0.99996079
 GV5023!UTM  18      -   0.99999945  x   0.99994205  =   0.99994150
 GV5023
 GV5023|---------------------------------------------------------------------|
 GV5023| PID    Reference Object                     Distance      Geod. Az  |
 GV5023|                                                           dddmmss.s |
 GV5023| DC9133 COLUMBUS RM 1                        31.869 METERS 05507     |
 GV5023| GV5113 KING WILLIAM LOOKOUT TOWER          APPROX.11.1 KM 2674005.6 |
 GV5023| DC9134 COLUMBUS RM 2                                      2750106.4 |
 GV5023| DC9135 COLUMBUS RM 3                        25.578 METERS 29426     |
 GV5023|---------------------------------------------------------------------|
 GV5023
 GV5023                          SUPERSEDED SURVEY CONTROL
 GV5023
 GV5023  NAD 83(1986)-  37 41 29.22598(N)    076 53 24.21778(W) AD(       ) 1
 GV5023  NAD 27      -  37 41 28.71000(N)    076 53 25.34400(W) AD(       ) 1
 GV5023
 GV5023.Superseded values are not recommended for survey control.
 GV5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5023.See file dsdata.txt to determine how the superseded data were derived.
 GV5023
 GV5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3335873263(NAD 83)
 GV5023_MARKER: DS = TRIANGULATION STATION DISK
 GV5023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5023
 GV5023  HISTORY     - Date     Condition        Report By
 GV5023  HISTORY     - 1934     MONUMENTED       CGS
 GV5023  HISTORY     - 1944     GOOD             CGS
 GV5023  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GV5023  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV5023  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV5023  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5023
 GV5023                          STATION DESCRIPTION
 GV5023
 GV5023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV5023'THIS IS A FIRST-ORDER STATION LOCATED 1.8 MILES NW OF KING
 GV5023'AND QUEEN COURTHOUSE.  ON THE PROPERTY OF GRANT COLUMBUS
 GV5023'(COLORED) 15.30 METERS W OF THE CENTER LINE OF THE PAVED
 GV5023'ROAD 23.40 METERS E OF THE FRONT STEPS OF THE FARMHOUSE.
 GV5023'MARK PROJECTS 6 INCHES.
 GV5023'
 GV5023'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5023'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 GV5023'AND 11A.
 GV5023'
 GV5023'REFERENCE MARK NO. 1 IS LOCATED 31.869 METERS N OF THE STATION,
 GV5023'9 PACES S OF THE EDGE OF THE WOODS, 6 PACES W OF THE CENTER
 GV5023'LINE OF THE PAVED ROAD, 2 PACES S OF THE S POST OF THE GATE
 GV5023'LEADING TO THE BARNYARD.  MARK PROJECTS 4 INCHES.  REFERENCE
 GV5023'MARK NO. 2 IS LOCATED 1/2 MILE W OF THE STATION, 4 FEET E
 GV5023'OF THE SE CORNER OF A SMALL BARN 42 PACES S OF THE FARM ROAD
 GV5023'LEADING INTO THE ABANDONED FARM BUILDINGS.  TO REACH, GO
 GV5023'THROUGH THE FARMYARD OF GRANT COLUMBUS AND FOLLOW THE FARM
 GV5023'ROAD TO THE ABANDONED FARM ABOUT 1/2 MILE.  MARK IS BY THE
 GV5023'NORTHERNMOST BUILDING ON THE FARMYARD.  REFERENCE MARK NO.
 GV5023'3 IS LOCATED 25.518 METERS W OF THE STATION IN THE EXTREME
 GV5023'SW CORNER OF FRONT YARD, 4 PACES S OF THE SE CORNER OF THE
 GV5023'HOUSE, 4 FEET N OF THE GARDEN FENCE.  MARK PROJECTS 6
 GV5023'INCHES.
 GV5023'
 GV5023'TO REACH FROM WEST POINT GO N ON HIGHWAY 30 TO THE JUNCTION
 GV5023'WITH HIGHWAY 14.  TURN LEFT ON HIGHWAY 14 AND GO 13 MILES TO
 GV5023'KING AND QUEEN COURTHOUSE, TURN RIGHT ON PAVED ROAD, HIGHWAY
 GV5023'14, GO 1.9 MILES TO GRANT COLUMBUS HOUSE ON TOP OF THE HILL
 GV5023'AND IN THE BEND OF THE ROAD, THE STATION IS IN THE FRONT YARD.
 GV5023'
 GV5023'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5023
 GV5023                          STATION RECOVERY (1944)
 GV5023
 GV5023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5023'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 GV5023'
 GV5023'1.  DELETE PHRASE 24.3 METERS E AT THE FRONT STEPS OF THE
 GV5023'FARM HOUSE, AND INSERT, AND EQUIDISTANT BETWEEN PARALLEL
 GV5023'FENCE LINES IN LAWN.
 GV5023'
 GV5023'2.  DELETE PHRASE 4 FEET E OF SE CORNER OF SMALL BARN, AND INSERT,
 GV5023'AT N END OF FENCE LINE AT EDGE OF CULTIVATED FIELD.
 GV5023'
 GV5023'DISTANCES TO REFERENCE MARKS VERIFIED.
 GV5023
 GV5023                          STATION RECOVERY (1966)
 GV5023
 GV5023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV5023'ALL MARKS AT THIS STATION WERE FOUND DESTROYED.  TRIANGULATION
 GV5023'STATION COLUMBUS 2 1966, WAS ESTABLISHED SEE DESCRIPTION THEREOF.
 GV5023
 GV5023                          STATION RECOVERY (1994)
 GV5023
 GV5023'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5023'MARK NOT FOUND.
 GV5023
 GV5023                          STATION RECOVERY (2000)
 GV5023
 GV5023'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5023'MARK NOT FOUND.
 GV5023
 GV5023                          STATION RECOVERY (2004)
 GV5023
 GV5023'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5075 ***********************************************************************
 GV5075  DESIGNATION -  COLUMBUS 2
 GV5075  PID         -  GV5075
 GV5075  STATE/COUNTY-  VA/KING AND QUEEN
 GV5075  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5075
 GV5075                         *CURRENT SURVEY CONTROL
 GV5075  ___________________________________________________________________
 GV5075* NAD 83(1993)-  37 41 29.24144(N)    076 53 24.21293(W)     ADJUSTED  
 GV5075* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 GV5075  ___________________________________________________________________
 GV5075  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 GV5075  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 GV5075
 GV5075  HORZ ORDER  -  FIRST
 GV5075
 GV5075.The horizontal coordinates were established by classical geodetic methods
 GV5075.and adjusted by the National Geodetic Survey in November 1994..
 GV5075
 GV5075.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5075
 GV5075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5075
 GV5075.The geoid height was determined by GEOID03.
 GV5075
 GV5075;                    North         East     Units Scale Factor Converg.
 GV5075;SPC VA S     - 1,151,930.435 3,641,983.091   MT  0.99996134   +0 58 37.6
 GV5075;SPC VA S     - 3,779,291.77 11,948,739.52   sFT  0.99996134   +0 58 37.6
 GV5075;UTM  18      - 4,173,263.172   333,357.311   MT  0.99994205   -1 09 21.1
 GV5075
 GV5075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5075!SPC VA S     -   0.99999940  x   0.99996134  =   0.99996074
 GV5075!UTM  18      -   0.99999940  x   0.99994205  =   0.99994145
 GV5075
 GV5075|---------------------------------------------------------------------|
 GV5075| PID    Reference Object                     Distance      Geod. Az  |
 GV5075|                                                           dddmmss.s |
 GV5075| DC9138 COLUMBUS 2 RM 5                      30.690 METERS 05942     |
 GV5075| DC9137 COLUMBUS 2 RM 4                      27.435 METERS 19533     |
 GV5075| DC9136 COLUMBUS 2 AZ MK                                   2005858.7 |
 GV5075|---------------------------------------------------------------------|
 GV5075
 GV5075                          SUPERSEDED SURVEY CONTROL
 GV5075
 GV5075  NAD 83(1986)-  37 41 29.24283(N)    076 53 24.22912(W) AD(       ) 1
 GV5075  NAD 27      -  37 41 28.72894(N)    076 53 25.35631(W) AD(       ) 1
 GV5075  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG       
 GV5075
 GV5075.Superseded values are not recommended for survey control.
 GV5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5075.See file dsdata.txt to determine how the superseded data were derived.
 GV5075
 GV5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3335773263(NAD 83)
 GV5075_MARKER: DD = SURVEY DISK
 GV5075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5075_SP_SET: CONCRETE POST
 GV5075_STAMPING: COLUMBUS 2 1966
 GV5075_MARK LOGO: CGS   
 GV5075_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5075+STABILITY: SURFACE MOTION
 GV5075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5075+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 GV5075
 GV5075  HISTORY     - Date     Condition        Report By
 GV5075  HISTORY     - 1966     MONUMENTED       CGS
 GV5075  HISTORY     - 1966     GOOD             CGS
 GV5075  HISTORY     - 19910101 GOOD             VADHT
 GV5075  HISTORY     - 19910417 GOOD             NOS
 GV5075  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV5075  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5075
 GV5075                          STATION DESCRIPTION
 GV5075
 GV5075'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV5075'THE STATION IS LOCATED 13-1/2 MILES NORTHEAST OF NEW KENT, 6-1/4
 GV5075'MILES EAST OF THE KING WILLIAM COURTHOUSE, 2 MILE NORTH-NORTHWEST
 GV5075'OF THE KING AND QUEEN COUNTY COURTHOUSE AND ON PROPERTY OWNED BY
 GV5075'MR. SAMMY LOCKLEY.
 GV5075'
 GV5075'TO REACH THE STATION FROM THE KING AND QUEEN COUNTY COURTHOUSE,
 GV5075'GO NORTH ON PAVED ROAD FOR 0.1 MILE TO STATE HIGHWAY 14.  TURN LEFT
 GV5075'AND GO NORTHWEST ON STATE HIGHWAY 14 FOR 1.2 MILES TO A
 GV5075'Y-FORK.  TAKE RIGHT FORK AND GO NORTHERLY ON STATE HIGHWAY 14 FOR
 GV5075'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.15 MILE
 GV5075'TO THE STATION ON THE LEFT.
 GV5075'
 GV5075'THE STATION MARK IS A STANDARD DISK, STAMPED COLUMBUS 2 1966, SET
 GV5075'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 GV5075'THE SURFACE OF THE GROUND.  IT IS 160 FEET EAST OF THE NORTHEAST
 GV5075'CORNER OF A CONCRETE BLOCK HOUSE, 77 FEET SOUTH-SOUTHWEST OF THE
 GV5075'CENTER OF A DRIVEWAY, 70 FEET NORTH-NORTHEAST OF THE CENTER OF A
 GV5075'DRIVEWAY AND 50 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 GV5075'14.
 GV5075'
 GV5075'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED COLUMBUS 2 NO 4
 GV5075'1966, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 GV5075'2-INCHES BELOW THE GROUND SURFACE.  IT IS 110 FEET EAST-NORTHEAST
 GV5075'OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK HOUSE, 21 FEET
 GV5075'SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY AND 21 FEET NORTHWEST
 GV5075'OF THE CENTER OF STATE HIGHWAY 14.
 GV5075'
 GV5075'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED COLUMBUS 2 NO 5 1966,
 GV5075'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 2-INCHES
 GV5075'BELOW THE GROUND SURFACE.  IT IS 78 FEET WEST-SOUTHWEST OF A POWER
 GV5075'LINE POLE, 16 FEET NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY
 GV5075'AND 16 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 14.
 GV5075'
 GV5075'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLUMBUS 2 1966, SET
 GV5075'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 2-INCHES
 GV5075'BELOW THE GROUND SURFACE.  IT IS 19 FEET WEST OF THE CENTER OF
 GV5075'STATE HIGHWAY 14, 16.5 FEET SOUTH-SOUTHEAST OF A 12-INCH HICKORY
 GV5075'TREE AND 2.2 FEET SOUTH OF A METAL WITNESS SIGN POST.
 GV5075
 GV5075                          STATION RECOVERY (1966)
 GV5075
 GV5075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV5075'RECOVERED IN GOOD CONDITION.
 GV5075
 GV5075                          STATION RECOVERY (1991)
 GV5075
 GV5075'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 (JLS)
 GV5075'STATION RECOVERED AS DESCRIBED IN 1966.  STATION IS SUITABLE FOR
 GV5075'SATELLITE OBSERVATIONS.
 GV5075
 GV5075                          STATION RECOVERY (1991)
 GV5075
 GV5075'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV5075'THE STATION IS LOCATED 13-1/2 MILES NORTHEAST OF NEW KENT, 6-1/4
 GV5075'MILES EAST OF THE KING WILLIAM COURTHOUSE, 2 MILE NORTH-NORTHWEST
 GV5075'OF THE KING AND QUEEN COUNTY COURTHOUSE AND ON PROPERTY OWNED BY
 GV5075'MR. SAMMY LOCKLEY.
 GV5075'$
 GV5075'TO REACH THE STATION FROM THE KING AND QUEEN COUNTY COURTHOUSE,
 GV5075'GO NORTH ON PAVED ROAD FOR 0.1 MILE TO STATE HIGHWAY 14.  TURN LEFT
 GV5075'AND GO NORTHWEST ON STATE HIGHWAY 14 FOR 1.2 MILES TO A
 GV5075'Y-FORK.  TAKE RIGHT FORK AND GO NORTHERLY ON STATE HIGHWAY 14 FOR
 GV5075'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.15 MILE
 GV5075'TO THE STATION ON THE LEFT.
 GV5075'$
 GV5075'THE STATION MARK IS A STANDARD DISK, STAMPED COLUMBUS 2 1966, SET
 GV5075'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 GV5075'THE SURFACE OF THE GROUND.  IT IS 160 FEET EAST OF THE NORTHEAST
 GV5075'CORNER OF A CONCRETE BLOCK HOUSE, 77 FEET SOUTH-SOUTHWEST OF THE
 GV5075'CENTER OF A DRIVEWAY, 70 FEET NORTH-NORTHEAST OF THE CENTER OF A
 GV5075'DRIVEWAY AND 50 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 GV5075'14.
 GV5075
 GV5075                          STATION RECOVERY (2000)
 GV5075
 GV5075'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5075'MARK NOT FOUND.
 GV5075
 GV5075                          STATION RECOVERY (2004)
 GV5075
 GV5075'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9020 ***********************************************************************
 HV9020  DESIGNATION -  COLVIN
 HV9020  PID         -  HV9020
 HV9020  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9020  USGS QUAD   -  NOKESVILLE (1994)
 HV9020
 HV9020                         *CURRENT SURVEY CONTROL
 HV9020  ___________________________________________________________________
 HV9020* NAD 83(1993)-  38 41 31.88985(N)    077 32 01.65835(W)     ADJUSTED  
 HV9020* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 HV9020  ___________________________________________________________________
 HV9020  X           -   1,076,033.802 (meters)                     COMP
 HV9020  Y           -  -4,867,258.776 (meters)                     COMP
 HV9020  Z           -   3,965,721.761 (meters)                     COMP
 HV9020  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HV9020  ELLIP HEIGHT-          28.65  (meters)          (06/04/02) GPS OBS
 HV9020  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV9020
 HV9020  HORZ ORDER  -  SECOND
 HV9020  ELLP ORDER  -  FOURTH    CLASS II
 HV9020
 HV9020.The horizontal coordinates were established by GPS observations
 HV9020.and adjusted by the National Geodetic Survey in November 1994..
 HV9020
 HV9020.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9020
 HV9020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9020
 HV9020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9020
 HV9020.The ellipsoidal height was determined by GPS observations
 HV9020.and is referenced to NAD 83.
 HV9020
 HV9020.The geoid height was determined by GEOID03.
 HV9020
 HV9020;                    North         East     Units Scale Factor Converg.
 HV9020;SPC VA N     - 2,114,274.417 3,584,054.565   MT  0.99994923   +0 36 10.9
 HV9020;SPC VA N     - 6,936,581.98 11,758,685.69   sFT  0.99994923   +0 36 10.9
 HV9020;UTM  18      - 4,285,666.868   279,631.041   MT  1.00019805   -1 35 04.6
 HV9020
 HV9020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9020!SPC VA N     -   0.99999550  x   0.99994923  =   0.99994474
 HV9020!UTM  18      -   0.99999550  x   1.00019805  =   1.00019355
 HV9020
 HV9020                          SUPERSEDED SURVEY CONTROL
 HV9020
 HV9020  ELLIP H (01/27/92)   28.13   (m)                       GP(       ) 4 1
 HV9020  NAD 83(1986)-  38 41 31.89022(N)    077 32 01.67110(W) AD(       ) 2
 HV9020  NGVD 29 (01/20/89)   60.9    (m)          200.     (f) GPS OBS        
 HV9020
 HV9020.Superseded values are not recommended for survey control.
 HV9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9020.See file dsdata.txt to determine how the superseded data were derived.
 HV9020
 HV9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7963185667(NAD 83)
 HV9020_MARKER: A = ALUMINUM MARKER
 HV9020_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9020_SP_SET: BURIED IN GROUND
 HV9020_STAMPING: 38 COLVIN 1986
 HV9020_MARK LOGO: LOCENG
 HV9020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9020+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 HV9020
 HV9020  HISTORY     - Date     Condition        Report By
 HV9020  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9020  HISTORY     - 1986     GOOD             GEOHYD
 HV9020  HISTORY     - 19920707 GOOD             NOS
 HV9020
 HV9020                          STATION DESCRIPTION
 HV9020
 HV9020'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9020'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9020'ABOUT 2 MILES SOUTHWEST OF THE MANNASSAS AIRPORT, AND ABOUT 1 MILE
 HV9020'WEST OF BRENTSVILLE VIRGINIA.
 HV9020'
 HV9020'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 619
 HV9020'BRISTOW ROAD, AND STATE ROUTE 611, VALLEY VIEW DRIVE, GO SOUTH ON
 HV9020'ROUTE 611 FOR 1.7 MILES TO THE STATION ON THE LEFT, AT THE
 HV9020'INTERSECTION WITH COLVIN LANE.
 HV9020'
 HV9020'THE STATION IS AN ALUMINUM DISK, SET FLUSH WITH THE GROUND AND IS
 HV9020'STAMPED---38 COLVIN 1986---. THE STATION IS 18 FEET SOUTHEAST OF
 HV9020'THE CENTER OF VALLEY VIEW DRIVE, 49.06 FEET SOUTH OF POWER POLE ED-44,
 HV9020'49 FEET EAST OF THE COLVIN LANE - VALLEY VIEW DRIVE ROAD SIGN, 53.89
 HV9020'FEET NORTH OF POWER POLE 3HA1719, AND 16.82 FEET NORTHEAST OF THE
 HV9020'CENTER OF THE INTERSECTION.
 HV9020'
 HV9020'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9020'GROUND AND IS STAMPED---38 COLVIN AZIMUTH 1986---.
 HV9020'
 HV9020'THE AZIMUTH MARK IS 0.25 MILES SOUTHWEST OF THE STATION ON COLVIN LANE
 HV9020'ON THE NORTH SIDE OF THE STREET. MARK IS 58.77 FEET NORTH OF POWER
 HV9020'POLE CD36, 19.2 FEET NORTH OF THE CENTERLINE OF ROUTE 671, AND 94.19
 HV9020'FEET SOUTHWEST OF TWIN 24-INCH LOCUST. THE DISTANCE FROM THE AZIMUTH
 HV9020'MARK TO THE STATION IS 392.4 METERS.
 HV9020
 HV9020                          STATION RECOVERY (1986)
 HV9020
 HV9020'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 HV9020'RECOVERED IN GOOD CONDITION.
 HV9020
 HV9020                          STATION RECOVERY (1992)
 HV9020
 HV9020'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 HV9020'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA ABOUT
 HV9020'2 MI (3.22 KM) SOUTHWEST OF THE MANASSAS MUNICIPAL AIRPORT AND ABOUT
 HV9020'1 MI (1.61 KM) WEST OF BRENTSVILLE VIRGINIA.
 HV9020'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 619
 HV9020'(BRISTOW ROAD) AND 611 (VALLEY VIEW DRIVE) ON THE SOUTH SIDE OF THE
 HV9020'TOWN OF BRISTOW, GO SOUTH ON ROUTE 611 FOR 1.7 MI (2.74 KM) TO THE
 HV9020'STATION ON THE LEFT AT THE INTERSECTION WITH COLVIN LANE.
 HV9020'THE STATION MARK IS AN ALUMINUM DISK SET FLUSH WITH THE GROUND.  IT IS
 HV9020'53.89 FT (16.43 M) NORTH OF POWER POLE 3HA1719, 49.06 FT (14.95 M)
 HV9020'SOUTH OF POWER POLE ED-44, 49 FT (14.94 M) EAST OF THE COLVIN
 HV9020'LANE-VALLEY VIEW DRIVE ROAD SIGN, 18 FT (5.49 M) SOUTHEAST OF THE
 HV9020'CENTERLINE OF VALLEY VIEW DRIVE AND 16.82 FT (5.13 M) NORTHEAST OF
 HV9020'THE INTERSECTION CENTERPOINT.
 HV9020'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9020'GROUND AND IS STAMPED ---38 COLVIN AZIMUTH 1986---.
 HV9020'THE AZIMUTH MARK IS 0.25 MI (0.40 KM) SOUTHWEST OF THE STATION ON
 HV9020'COLVIN LANE ON THE NORTH SIDE OF THE STREET. IT IS 392.4 M
 HV9020'(1287.40 FT) FROM THE STATION, 94.19 FT (28.71 M) SOUTHWEST OF A TWIN
 HV9020'24 INCH LOCUST TREE, 58.77 FT (17.91 M) NORTH OF POWER POLE CD36 AND
 HV9020'19.2 FT (5.85 M) NORTH OF THE CENTERLINE OF COLVIN LANE.
 HV9020'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 HV9020'RECOVERY BY RONALD J. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8375 ***********************************************************************
 HV8375  DESIGNATION -  COLVIN
 HV8375  PID         -  HV8375
 HV8375  STATE/COUNTY-  VA/FAIRFAX
 HV8375  USGS QUAD   -  VIENNA (1994)
 HV8375
 HV8375                         *CURRENT SURVEY CONTROL
 HV8375  ___________________________________________________________________
 HV8375* NAD 83(1993)-  38 57 30.22946(N)    077 20 14.69204(W)     ADJUSTED  
 HV8375* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 HV8375  ___________________________________________________________________
 HV8375  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 HV8375  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV8375
 HV8375  HORZ ORDER  -  SECOND
 HV8375
 HV8375.The horizontal coordinates were established by classical geodetic methods
 HV8375.and adjusted by the National Geodetic Survey in November 1994..
 HV8375
 HV8375.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8375
 HV8375.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8375
 HV8375.The geoid height was determined by GEOID03.
 HV8375
 HV8375;                    North         East     Units Scale Factor Converg.
 HV8375;SPC VA N     - 2,144,020.858 3,600,763.440   MT  0.99996604   +0 43 32.1
 HV8375;SPC VA N     - 7,034,175.10 11,813,504.72   sFT  0.99996604   +0 43 32.1
 HV8375;UTM  18      - 4,314,758.190   297,468.824   MT  1.00010511   -1 28 12.6
 HV8375
 HV8375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8375!SPC VA N     -   0.99998677  x   0.99996604  =   0.99995281
 HV8375!UTM  18      -   0.99998677  x   1.00010511  =   1.00009188
 HV8375
 HV8375                          SUPERSEDED SURVEY CONTROL
 HV8375
 HV8375  NAD 83(1993)-  38 57 30.22897(N)    077 20 14.69440(W) AD(       ) 2
 HV8375  NAD 83(1986)-  38 57 30.22942(N)    077 20 14.70332(W) AD(       ) 2
 HV8375  NGVD 29 (01/12/90)  116.3    (m)          382.     (f) VERT ANG       
 HV8375
 HV8375.Superseded values are not recommended for survey control.
 HV8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8375.See file dsdata.txt to determine how the superseded data were derived.
 HV8375
 HV8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9746914758(NAD 83)
 HV8375_MARKER: DD = SURVEY DISK
 HV8375_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8375_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8375
 HV8375  HISTORY     - Date     Condition        Report By
 HV8375  HISTORY     - 1969     MONUMENTED       VA-059
 HV8375  HISTORY     - 1975     GOOD             VA-059
 HV8375  HISTORY     - 1977     GOOD             VA-059
 HV8375
 HV8375                          STATION DESCRIPTION
 HV8375
 HV8375'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8375'THE STATION IS AT RESTON IN A AREA KNOWN AS GULF COURSE ISLAND, 0.7
 HV8375'MILES EAST NORTH EAST BOWMAN DISTILLERY AND 0.7 MILES SOUTH SOUTH EAST
 HV8375'OF LAKE ANNE VILLAGE.
 HV8375'
 HV8375'STATION IS ON SOUTH WEST CURB OF NORTH SHORE DRIVE AT TRANSCO PIPE
 HV8375'LINE.  FROM INTERSECTION BARON CAMERON AVENUE, ROUTE 606, AND RESTON
 HV8375'AVENUE, ROUTE 602.  PROCEED SOUTH ON RESTON AVENUE, ROUTE 602, 0.8
 HV8375'MILES TO PRIVATE ROAD, LEFT AT DISTILLERY, EAST ON SAME 0.4 MILES TO
 HV8375'NORTH SHORE DRIVE, THENCE NORTH EAST ON SAME 0.4 MILES TO PIPE LINE
 HV8375'CROSSING.   STATION IS ON RIGHT
 HV8375'
 HV8375'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---COLVIN 1969---
 HV8375
 HV8375                          STATION RECOVERY (1975)
 HV8375
 HV8375'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8375'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HV8375'
 HV8375'THE AZ MK WAS SEARCHED FOR BUT NOT FOUND DUE TO INSUFFICIENT
 HV8375'INFORMATION. IT REMAINS UNDETERMINED WHETHER OR NOT THE AZ MK CAN BE
 HV8375'LOCATED.
 HV8375
 HV8375                          STATION RECOVERY (1977)
 HV8375
 HV8375'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8375'THE STATION WAS RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 HV8375'DESCRIPTION.  THERE IS NO DESCRIPTION OF AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3339 ***********************************************************************
 GA3339  DESIGNATION -  COMBS
 GA3339  PID         -  GA3339
 GA3339  STATE/COUNTY-  VA/RUSSELL
 GA3339  USGS QUAD   -  HANSONVILLE (1978)
 GA3339
 GA3339                         *CURRENT SURVEY CONTROL
 GA3339  ___________________________________________________________________
 GA3339* NAD 83(1993)-  36 48 46.63857(N)    082 12 53.86669(W)     ADJUSTED  
 GA3339* NAVD 88     -       785.3    (meters)    2576.     (feet)  VERTCON   
 GA3339  ___________________________________________________________________
 GA3339  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 GA3339  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA3339
 GA3339  HORZ ORDER  -  SECOND
 GA3339
 GA3339.The horizontal coordinates were established by classical geodetic methods
 GA3339.and adjusted by the National Geodetic Survey in December 1995..
 GA3339
 GA3339.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3339
 GA3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3339
 GA3339.The geoid height was determined by GEOID03.
 GA3339
 GA3339;                    North         East     Units Scale Factor Converg.
 GA3339;SPC VA S     - 1,059,747.164 3,168,604.947   MT  0.99999192   -2 15 16.9
 GA3339;SPC VA S     - 3,476,853.82 10,395,664.73   sFT  0.99999192   -2 15 16.9
 GA3339;UTM  17      - 4,074,811.745   391,630.844   MT  0.99974468   -0 43 41.1
 GA3339
 GA3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3339!SPC VA S     -   0.99988162  x   0.99999192  =   0.99987354
 GA3339!UTM  17      -   0.99988162  x   0.99974468  =   0.99962633
 GA3339
 GA3339|---------------------------------------------------------------------|
 GA3339| PID    Reference Object                     Distance      Geod. Az  |
 GA3339|                                                           dddmmss.s |
 GA3339| DB9083 COMBS RM 1                            9.052 METERS 05755     |
 GA3339| DB9084 COMBS RM 2                            8.084 METERS 23850     |
 GA3339| GA0127 MUSE                                APPROX. 3.4 KM 3174948.1 |
 GA3339|---------------------------------------------------------------------|
 GA3339
 GA3339                          SUPERSEDED SURVEY CONTROL
 GA3339
 GA3339  NAD 83(1993)-  36 48 46.63488(N)    082 12 53.86946(W) AD(       ) 2
 GA3339  NAD 83(1986)-  36 48 46.65136(N)    082 12 53.87015(W) AD(       ) 2
 GA3339  NAD 27      -  36 48 46.26810(N)    082 12 54.37774(W) AD(       ) 2
 GA3339  NGVD 29 (07/19/86)  785.4    (m)         2577.     (f) VERT ANG       
 GA3339
 GA3339.Superseded values are not recommended for survey control.
 GA3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3339.See file dsdata.txt to determine how the superseded data were derived.
 GA3339
 GA3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA9163174812(NAD 83)
 GA3339_MARKER: DS = TRIANGULATION STATION DISK
 GA3339_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GA3339_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GA3339
 GA3339  HISTORY     - Date     Condition        Report By
 GA3339  HISTORY     - 1963     MONUMENTED       CGS
 GA3339
 GA3339                          STATION DESCRIPTION
 GA3339
 GA3339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3339'THE STATION IS LOCATED IN A SADDLE ON MOCCASIN RIDGE WITH
 GA3339'A FEW TREES ON THE NORTH SIDE AND A PASTURE ON THE SOUTH
 GA3339'SIDE OF RIDGE, 3 MILES WEST OF HANSONVILLE, 2 MILES SOUTHEAST
 GA3339'OF DICKENSONVILLE AND 1 MILE NORTHWEST OF BOLTON.  THE PROPERTY
 GA3339'IS OWNED BY MR. LENARD COMBS.
 GA3339'
 GA3339'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 58 ALTERNATE
 GA3339'AND U.S. HIGHWAY 19 IN HANSONVILLE, GO WESTERLY ON U.S. HIGHWAY
 GA3339'58ALT. FOR 3.0 MILES TO A SIDE ROAD LEFT, TURN LEFT ON COUNTY
 GA3339'ROAD 613 AND GO 0.25 MILE TO COUNTY ROAD 677 ON THE LEFT,
 GA3339'CONTINUE ON COUNTY ROAD 613 FOR 0.4 MILE TO A SIDE ROAD RIGHT,
 GA3339'COUNTY ROAD 613 TURNS SHARP LEFT, TURN RIGHT ON GRAVELED
 GA3339'ROAD CROSSING A CATTLE GUARD AND GO 0.3 TO MR. COMBS HOUSE,
 GA3339'PASS TO THE RIGHT OF HIS HOUSE AND GO 0.05 MILE TO A GATE,
 GA3339'PASS THROUGH AND CONTINUE STRAIGHT AHEAD PASSING TO THE LEFT
 GA3339'OF A BARN AND GO 0.2 MILE TO A GATE, PASS THROUGH AND TURN
 GA3339'LEFT UP HILL FOR 0.15 MILE TO A FENCE, TURN RIGHT AND
 GA3339'FOLLOW ALONG FENCE FOR 0.05 MILE TO A GATE, PASS THROUGH
 GA3339'AND CONTINUE STRAIGHT AHEAD ACROSS PASTURE FOR 0.2 MILE TO A
 GA3339'FENCE AND STATION.
 GA3339'
 GA3339'THE STATION MARK IS 2.1 FEET SOUTHEAST OF A METAL WITNESS
 GA3339'POST AND 1 FOOT SOUTH FOR A WIRE FENCE.  IT IS A STANDARD
 GA3339'DISK CEMENTED IN THE TOP OF A 3-1/2 INCH SOIL PIPE WHICH
 GA3339'PROJECTS 3-INCHES AND STAMPED COMBS 1963.
 GA3339'
 GA3339'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A WIRE FENCE.  IT
 GA3339'IS A STANDARD DISK CEMENTED IN THE TOP OF A 3-1/2 INCH SOIL
 GA3339'PIPE WHICH PROJECTS 3-INCHES AND STAMPED COMBS NO 1 1963.
 GA3339'
 GA3339'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A WIRE FENCE.  IT
 GA3339'IS A STANDARD DISK CEMENTED IN THE TOP OF A 3-1/2 INCH SOIL
 GA3339'PIPE WHICH PROJECTS 3-INCHES AND STAMPED COMBS NO 2 1963.
 GA3339'
 GA3339'TRAVERSE STATION MUSE WILL SERVE AS THE AZIMUTH MARK.  SEE
 GA3339'DESCRIPTION THEREOF.
 GA3339'
 GA3339'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6614 ***********************************************************************
 DG6614  DESIGNATION -  COMMON
 DG6614  PID         -  DG6614
 DG6614  STATE/COUNTY-  VA/SPOTSYLVANIA
 DG6614  USGS QUAD   -  SPOTSYLVANIA (1994)
 DG6614
 DG6614                         *CURRENT SURVEY CONTROL
 DG6614  ___________________________________________________________________
 DG6614* NAD 83(1993)-  38 12 58.35207(N)    077 30 28.17023(W)     ADJUSTED  
 DG6614* NAVD 88     -        52.8    (meters)     173.     (feet)  GPS OBS   
 DG6614  ___________________________________________________________________
 DG6614  X           -   1,085,345.832 (meters)                     COMP
 DG6614  Y           -  -4,898,844.794 (meters)                     COMP
 DG6614  Z           -   3,924,340.008 (meters)                     COMP
 DG6614  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DG6614  ELLIP HEIGHT-          20.36  (meters)          (07/29/04) GPS OBS
 DG6614  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DG6614
 DG6614  HORZ ORDER  -  FIRST
 DG6614  ELLP ORDER  -  FOURTH    CLASS II
 DG6614
 DG6614.The horizontal coordinates were established by GPS observations
 DG6614.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2004..
 DG6614
 DG6614.The orthometric height was determined by GPS observations and a
 DG6614.high-resolution geoid model.
 DG6614
 DG6614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6614
 DG6614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6614
 DG6614.The ellipsoidal height was determined by GPS observations
 DG6614.and is referenced to NAD 83.
 DG6614
 DG6614.The geoid height was determined by GEOID03.
 DG6614
 DG6614;                    North         East     Units Scale Factor Converg.
 DG6614;SPC VA N     - 2,061,467.457 3,586,884.633   MT  0.99997276   +0 37 09.2
 DG6614;SPC VA N     - 6,763,331.15 11,767,970.67   sFT  0.99997276   +0 37 09.2
 DG6614;UTM  18      - 4,232,777.760   280,451.059   MT  1.00019368   -1 33 07.3
 DG6614
 DG6614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6614!SPC VA N     -   0.99999681  x   0.99997276  =   0.99996957
 DG6614!UTM  18      -   0.99999681  x   1.00019368  =   1.00019048
 DG6614
 DG6614:                Primary Azimuth Mark                     Grid Az
 DG6614:SPC VA N     -  WEALTH                                   346 36 55.4
 DG6614:UTM  18      -  WEALTH                                   348 47 11.9
 DG6614
 DG6614|---------------------------------------------------------------------|
 DG6614| PID    Reference Object                     Distance      Geod. Az  |
 DG6614|                                                           dddmmss.s |
 DG6614| DG6631 WEALTH                              APPROX. 0.6 KM 3471404.6 |
 DG6614|---------------------------------------------------------------------|
 DG6614
 DG6614                          SUPERSEDED SURVEY CONTROL
 DG6614
 DG6614.No superseded survey control is available for this station.
 DG6614
 DG6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8045132778(NAD 83)
 DG6614_MARKER: DD = SURVEY DISK
 DG6614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6614_STAMPING: COMMON 2003
 DG6614_MARK LOGO: VA-177
 DG6614_PROJECTION: RECESSED 5 CENTIMETERS
 DG6614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG6614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6614+STABILITY: SURFACE MOTION
 DG6614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6614+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 DG6614
 DG6614  HISTORY     - Date     Condition        Report By
 DG6614  HISTORY     - 20031216 MONUMENTED       GEOMET
 DG6614  HISTORY     - 20060313 GOOD             BOWMAN
 DG6614
 DG6614                          STATION DESCRIPTION
 DG6614
 DG6614'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (KRO)
 DG6614'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DG6614'10.1 KM (6.3 MILES)  SOUTHWEST OF THE CITY OF FREDERICKSBURG AND 7.2
 DG6614'KM (4.5 MILES) NORTHEAST OF THE  SPOTSYLVANIA COURTHOUSE.   TO REACH
 DG6614'THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON DAVIS
 DG6614'HIGHWAY)  AND US HIGHWAY 17 SOUTH, GO SOUTH ON US HIGHWAY 1 FOR 1.3 KM
 DG6614'(0.8 MILE) TO ITS  INTERSECTION WITH COMMONWEALTH DRIVE AND THE
 DG6614'STATION ON THE RIGHT.  STATION COMMON  IS INTERVISIBLE WITH STATION
 DG6614'WEALTH.
 DG6614' 
 DG6614'THE STATION IS 33.5 METERS (110.0 FEET) WEST FROM THE CENTERLINE OF US
 DG6614'HIGHWAY 1, 19.5  METERS (64.0 FEET) SOUTH FROM THE CENTERLINE OF
 DG6614'COMMONWEALTH DRIVE, 17.7 METERS (57.9  FEET) NORTH FROM A SPOTSYLVANIA
 DG6614'COUNTY FLAG POLE, 15.3 METERS (50.2 FEET) EAST FROM A  POWER POLE WITH
 DG6614'A TRANSFORMER NUMBERED 4-GR, 13.4 METERS (44.0 FEET) SOUTHWEST FROM A
 DG6614'COMMONWEALTH DRIVE STREET SIGN, 11.8 METERS (38.6 FEET) NORTH FROM A
 DG6614'U.S. FLAG POLE, 6.2  METERS (20.2 FEET) NORTHEAST FROM THE NORTHEAST
 DG6614'CORNER OF A BRICK COMMON- WEALTH  CENTER SIGN, 4.3 METERS (14.0 FEET)
 DG6614'NORTHEAST FROM A VIRGINIA FLAG POLE, AND 0.3 METERS (1.0)  FOOT
 DG6614'SOUTHWEST FROM A SPOTSYLVANIA COUNTY WITNESS POST.  THE STATION IS A
 DG6614'STANDARD  SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DG6614'POURED IN PLACE CONCRETE  MONUMENT 10 INCHES IN DIAMETER, RECESSED TWO
 DG6614'INCHES BELOW THE GROUND SURFACE AND  STAMPED COMMON 2003.
 DG6614
 DG6614                          STATION RECOVERY (2006)
 DG6614
 DG6614'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 DG6614'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5544 ***********************************************************************
 AJ5544  DESIGNATION -  COMPANY 8
 AJ5544  PID         -  AJ5544
 AJ5544  STATE/COUNTY-  VA/STAFFORD
 AJ5544  USGS QUAD   -  SOMERVILLE (1981)
 AJ5544
 AJ5544                         *CURRENT SURVEY CONTROL
 AJ5544  ___________________________________________________________________
 AJ5544* NAD 83(1993)-  38 30 18.20424(N)    077 31 19.46569(W)     ADJUSTED  
 AJ5544* NAVD 88     -       101.0    (meters)     331.     (feet)  GPS OBS   
 AJ5544  ___________________________________________________________________
 AJ5544  X           -   1,079,836.332 (meters)                     COMP
 AJ5544  Y           -  -4,879,722.919 (meters)                     COMP
 AJ5544  Z           -   3,949,511.519 (meters)                     COMP
 AJ5544  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ5544  ELLIP HEIGHT-          68.81  (meters)          (05/17/02) GPS OBS
 AJ5544  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AJ5544
 AJ5544  HORZ ORDER  -  FIRST
 AJ5544  ELLP ORDER  -  FOURTH    CLASS II
 AJ5544
 AJ5544.The horizontal coordinates were established by GPS observations
 AJ5544.and adjusted by the National Geodetic Survey in October 2001..
 AJ5544
 AJ5544.The orthometric height was determined by GPS observations and a
 AJ5544.high-resolution geoid model.
 AJ5544
 AJ5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5544
 AJ5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5544
 AJ5544.The ellipsoidal height was determined by GPS observations
 AJ5544.and is referenced to NAD 83.
 AJ5544
 AJ5544.The geoid height was determined by GEOID03.
 AJ5544
 AJ5544;                    North         East     Units Scale Factor Converg.
 AJ5544;SPC VA N     - 2,093,514.014 3,585,295.390   MT  0.99995030   +0 36 37.2
 AJ5544;SPC VA N     - 6,868,470.56 11,762,756.63   sFT  0.99995030   +0 36 37.2
 AJ5544;UTM  18      - 4,264,869.100   280,079.778   MT  1.00019565   -1 34 15.0
 AJ5544
 AJ5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5544!SPC VA N     -   0.99998920  x   0.99995030  =   0.99993950
 AJ5544!UTM  18      -   0.99998920  x   1.00019565  =   1.00018485
 AJ5544
 AJ5544                          SUPERSEDED SURVEY CONTROL
 AJ5544
 AJ5544  ELLIP H (10/09/01)   68.82   (m)                       GP(       ) 4 1
 AJ5544
 AJ5544.Superseded values are not recommended for survey control.
 AJ5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5544.See file dsdata.txt to determine how the superseded data were derived.
 AJ5544
 AJ5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8008064869(NAD 83)
 AJ5544_MARKER: DD = SURVEY DISK
 AJ5544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5544_STAMPING: COMPANY 8 2001
 AJ5544_MARK LOGO: VA-179
 AJ5544_PROJECTION: FLUSH
 AJ5544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5544+STABILITY: SURFACE MOTION
 AJ5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5544+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 AJ5544
 AJ5544  HISTORY     - Date     Condition        Report By
 AJ5544  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5544  HISTORY     - 20020227 GOOD             VA-179
 AJ5544  HISTORY     - 20040905 GOOD             BOWMAN
 AJ5544
 AJ5544                          STATION DESCRIPTION
 AJ5544
 AJ5544'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5544'THE STATION IS LOCATED IN NORTHWESTERN STAFFORD COUNTY,  VIRGINIA  AT
 AJ5544'THE ROCKHILL
 AJ5544'VOLUNTEER FIRE DEPARTMENT ENGINE CO 8.
 AJ5544' 
 AJ5544'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5544'(ROUTE 1)  AND
 AJ5544'GARRISONVILLE ROAD (ROUTE 610) PROCEED NORTHWEST ALONG GARRISONVILLE
 AJ5544'ROAD (ROUTE 610)
 AJ5544'A DISTANCE OF 7.9 MILES TO THE STATION ON THE LEFT.
 AJ5544' 
 AJ5544'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5544'ALUMINUM SURVEY DISK
 AJ5544'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND COMPANY 8 2001.
 AJ5544' 
 AJ5544'THE STATION IS 23.3 FEET AZIMUTH 80 DEGREES TO AN 8 INCH POST, 35.5
 AJ5544'FEET AZIMUTH 20 DEGREES
 AJ5544'TO THE EDGE OF GARRISONVILLE ROAD (ROUTE 610), 29.1 FEET AZIMUTH 320
 AJ5544'DEGREES TO AN EIGHT
 AJ5544'INCH POST, 7.5 FEET AZIMUTH 20 DEGREES TO THE ROCKHILL VOLUNTEER FIRE
 AJ5544'DEPARTMENT SIGN,
 AJ5544'AND 1.0 FOOT AZIMUTH 20 DEGREES TO A WITNESS POST.
 AJ5544' 
 AJ5544' 
 AJ5544' 
 AJ5544' 
 AJ5544'
 AJ5544
 AJ5544                          STATION RECOVERY (2002)
 AJ5544
 AJ5544'RECOVERY NOTE BY STAFFORD COUNTY VIRGINIA 2002 (KEG)
 AJ5544'IN JAN. 2002 A NEW WOODEN SIGN WAS INSTALLED 18 INCHES FROM THE
 AJ5544'STATION. THIS 5 1/5 FOOT HIGH SIGN BLOCKS GPS READINGS FROM ABOUT 200
 AJ5544'TO 280 DEGREES.
 AJ5544
 AJ5544                          STATION RECOVERY (2004)
 AJ5544
 AJ5544'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (CMW)
 AJ5544'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5213 ***********************************************************************
 HV5213  DESIGNATION -  COMPTON
 HV5213  PID         -  HV5213
 HV5213  STATE/COUNTY-  VA/FAIRFAX
 HV5213  USGS QUAD   -  MANASSAS (1994)
 HV5213
 HV5213                         *CURRENT SURVEY CONTROL
 HV5213  ___________________________________________________________________
 HV5213* NAD 83(1993)-  38 48 05.09790(N)    077 25 12.52072(W)     ADJUSTED  
 HV5213* NAVD 88     -       107.645  (meters)     353.17   (feet)  ADJUSTED  
 HV5213  ___________________________________________________________________
 HV5213  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 HV5213  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV5213  DYNAMIC HT  -         107.586 (meters)     352.97  (feet)  COMP
 HV5213  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 HV5213
 HV5213  HORZ ORDER  -  FIRST
 HV5213  VERT ORDER  -  THIRD
 HV5213
 HV5213.The horizontal coordinates were established by classical geodetic methods
 HV5213.and adjusted by the National Geodetic Survey in November 1994..
 HV5213
 HV5213.The orthometric height was determined by differential leveling
 HV5213.and adjusted by the National Geodetic Survey in September 2004..
 HV5213.No vertical observational check was made to the station.
 HV5213
 HV5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5213
 HV5213.The geoid height was determined by GEOID03.
 HV5213
 HV5213.The dynamic height is computed by dividing the NAVD 88
 HV5213.geopotential number by the normal gravity value computed on the
 HV5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5213.degrees latitude (g = 980.6199 gals.).
 HV5213
 HV5213.The modeled gravity was interpolated from observed gravity values.
 HV5213
 HV5213;                    North         East     Units Scale Factor Converg.
 HV5213;SPC VA N     - 2,126,508.240 3,593,798.381   MT  0.99995352   +0 40 26.2
 HV5213;SPC VA N     - 6,976,719.12 11,790,653.52   sFT  0.99995352   +0 40 26.2
 HV5213;UTM  18      - 4,297,522.130   289,837.345   MT  1.00014392   -1 31 01.5
 HV5213
 HV5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5213!SPC VA N     -   0.99998811  x   0.99995352  =   0.99994163
 HV5213!UTM  18      -   0.99998811  x   1.00014392  =   1.00013202
 HV5213
 HV5213:                Primary Azimuth Mark                     Grid Az
 HV5213:SPC VA N     -  COMPTON AZ MK                            111 20 45.3
 HV5213:UTM  18      -  COMPTON AZ MK                            113 32 13.0
 HV5213
 HV5213|---------------------------------------------------------------------|
 HV5213| PID    Reference Object                     Distance      Geod. Az  |
 HV5213|                                                           dddmmss.s |
 HV5213| DC6146 COMPTON AZ MK                                      1120111.5 |
 HV5213| DC6147 COMPTON RM 1                         27.803 METERS 17928     |
 HV5213| DC6148 COMPTON RM 2                         26.943 METERS 27538     |
 HV5213|---------------------------------------------------------------------|
 HV5213
 HV5213                          SUPERSEDED SURVEY CONTROL
 HV5213
 HV5213  NAD 83(1993)-  38 48 05.09669(N)    077 25 12.52745(W) AD(       ) 1
 HV5213  NAD 83(1986)-  38 48 05.09736(N)    077 25 12.53356(W) AD(       ) 1
 HV5213  NAD 27      -  38 48 04.69032(N)    077 25 13.57299(W) AD(       ) 1
 HV5213  NGVD 29 (07/19/86)  107.8    (m)          354.     (f) VERT ANG       
 HV5213
 HV5213.Superseded values are not recommended for survey control.
 HV5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5213.See file dsdata.txt to determine how the superseded data were derived.
 HV5213
 HV5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8983797522(NAD 83)
 HV5213_MARKER: DS = TRIANGULATION STATION DISK
 HV5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5213_SP_SET: CONCRETE POST
 HV5213_STAMPING: COMPTON 1969
 HV5213_MARK LOGO: CGS   
 HV5213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5213+STABILITY: SURFACE MOTION
 HV5213
 HV5213  HISTORY     - Date     Condition        Report By
 HV5213  HISTORY     - 1969     MONUMENTED       CGS
 HV5213  HISTORY     - 1969     GOOD             CGS
 HV5213  HISTORY     - 1990     GOOD             VADHT
 HV5213  HISTORY     - 19920120 GOOD             MSI
 HV5213
 HV5213                          STATION DESCRIPTION
 HV5213
 HV5213'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5213'THE STATION IS ABOUT 7 MILES SOUTHWEST OF FAIRFAX, 2-1/2 MILES SOUTH
 HV5213'OF CENTREVILLE AND ON PROPERTY OF ARTHUR G. WOLFF.
 HV5213'
 HV5213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29, 211 AND
 HV5213'STATE HIGHWAY 28 IN CENTREVILLE, GO EAST ON U.S. HIGHWAY 29 FOR 0.15
 HV5213'MILE TO COUNTY ROAD 620 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 HV5213'ON COUNTY ROAD 620 FOR 1.0 MILE TO UNION MILL ROAD ON THE RIGHT,
 HV5213'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON UNION MILL ROAD FOR 2.05
 HV5213'MILE TO A REVERSE FORK ON THE RIGHT AND THE STATION.
 HV5213'
 HV5213'STATION MARK IS A STANDARD DISK, STAMPED COMPTON 1969, SET IN THE TOP
 HV5213'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 HV5213'INCHES ABOVE THE GROUND.  IT IS 63.8 FEET NORTHWEST OF A FENCE
 HV5213'CORNER POST, 40.0 FEET NORTH OF THE CENTERLINE OF COMPTON ROAD, 36.0
 HV5213'FEET WEST OF THE CENTERLINE OF UNION MILL ROAD AND 4.3 FEET
 HV5213'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND STATION MARK IS 30
 HV5213'INCHES BELOW THE GROUND SURFACE.
 HV5213'
 HV5213'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COMPTON NO 1 1969, SET
 HV5213'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5213'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 56.8 FEET WEST OF A CHAIN
 HV5213'LINK FENCE, 25.0 FEET SOUTH OF THE CENTERLINE OF COMPTON ROAD
 HV5213'AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV5213'
 HV5213'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COMPTON NO 2 1969, SET
 HV5213'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5213'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 93.0 FEET SOUTHWEST OF
 HV5213'THE WITNESS POST, 17.5 FEET SOUTH OF THE CENTERLINE OF COMPTON ROAD
 HV5213'AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV5213'
 HV5213'AZIMUTH MARK IS A STANDARD DISK, STAMPED COMPTON 1969, SET IN THE TOP
 HV5213'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 HV5213'INCHES ABOVE THE GROUND.  IT IS 13.5 FEET SOUTH OF THE CENTERLINE
 HV5213'OF A PAVED ROAD, 3.0 FEET EAST OF A WITNESS POST AND 1.0 FEET NORTH
 HV5213'OF A FENCE.  TO REACH THE MARK FROM THE STATION, GO SOUTH THEN
 HV5213'EAST ON PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 HV5213'
 HV5213'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 HV5213'OBSTRUCTIONS.
 HV5213
 HV5213                          STATION RECOVERY (1969)
 HV5213
 HV5213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV5213'RECOVERED IN GOOD CONDITION.
 HV5213
 HV5213                          STATION RECOVERY (1990)
 HV5213
 HV5213'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 HV5213'RECOVERED IN GOOD CONDITION.
 HV5213
 HV5213                          STATION RECOVERY (1992)
 HV5213
 HV5213'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5213'THE STATION IS ABOUT 7 MILES (11.3 KM) SOUTHWEST OF FAIRFAX, 2.5
 HV5213'MILES (4.0 KM) SOUTH OF CENTREVILLE AND ON PROPERTY OF ARTHUR G.
 HV5213'WOLFF.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29,
 HV5213'211 AND STATE HIGHWAY 28 IN CENTREVILLE, GO EAST ON U.S. HIGHWAY 29
 HV5213'FOR 0.15 MILE (0.24 KM) TO COUNTY ROAD 620 ON THE RIGHT.  TURN RIGHT
 HV5213'AND GO SOUTHERLY ON COUNTY ROAD 620 FOR 1.0 MILE (1.6 KM) TO UNION
 HV5213'MILL ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST AND SOUTH ON
 HV5213'UNION MILL ROAD FOR 2.05 MILE (3.30 KM) TO A REVERSE FORK ON THE
 HV5213'RIGHT, IN TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5213'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 63.8 FEET (19.4 M)
 HV5213'NORTHWEST OF A FENCE CORNER POST, 40.0 FEET (12.2 M) NORTH OF THE
 HV5213'CENTERLINE OF COMPTON ROAD, 36.0 FEET (11.0 M) WEST OF THE CENTERLINE
 HV5213'OF UNION MILL ROAD AND 4.3 FEET (1.3 M) SOUTHWEST OF A WITNESS POST.
 HV5213'THE UNDERGROUND STATION MARK IS 30 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8376 ***********************************************************************
 HV8376  DESIGNATION -  COMSTOCK
 HV8376  PID         -  HV8376
 HV8376  STATE/COUNTY-  VA/C OF FAIRFAX
 HV8376  USGS QUAD   -  FAIRFAX (1994)
 HV8376
 HV8376                         *CURRENT SURVEY CONTROL
 HV8376  ___________________________________________________________________
 HV8376* NAD 83(1993)-  38 50 32.81576(N)    077 16 49.62819(W)     ADJUSTED  
 HV8376* NAVD 88     -       130.6    (meters)     428.     (feet)  VERTCON   
 HV8376  ___________________________________________________________________
 HV8376  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 HV8376  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8376
 HV8376  HORZ ORDER  -  SECOND
 HV8376
 HV8376.The horizontal coordinates were established by classical geodetic methods
 HV8376.and adjusted by the National Geodetic Survey in November 1994..
 HV8376
 HV8376.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8376
 HV8376.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8376
 HV8376.The geoid height was determined by GEOID03.
 HV8376
 HV8376;                    North         East     Units Scale Factor Converg.
 HV8376;SPC VA N     - 2,131,214.722 3,605,871.157   MT  0.99995607   +0 45 40.1
 HV8376;SPC VA N     - 6,992,160.30 11,830,262.29   sFT  0.99995607   +0 45 40.1
 HV8376;UTM  18      - 4,301,764.191   302,083.198   MT  1.00008237   -1 25 50.6
 HV8376
 HV8376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8376!SPC VA N     -   0.99998450  x   0.99995607  =   0.99994057
 HV8376!UTM  18      -   0.99998450  x   1.00008237  =   1.00006687
 HV8376
 HV8376                          SUPERSEDED SURVEY CONTROL
 HV8376
 HV8376  NAD 83(1993)-  38 50 32.81443(N)    077 16 49.63259(W) AD(       ) 2
 HV8376  NAD 83(1986)-  38 50 32.81469(N)    077 16 49.64281(W) AD(       ) 2
 HV8376  NGVD 29 (01/12/90)  130.8    (m)          429.     (f) VERT ANG       
 HV8376
 HV8376.Superseded values are not recommended for survey control.
 HV8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8376.See file dsdata.txt to determine how the superseded data were derived.
 HV8376
 HV8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0208301764(NAD 83)
 HV8376_MARKER: X = CHISELED CROSS
 HV8376_SETTING: 0 = UNSPECIFIED SETTING
 HV8376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8376
 HV8376  HISTORY     - Date     Condition        Report By
 HV8376  HISTORY     - 1975     MONUMENTED       VA-059
 HV8376
 HV8376                          STATION DESCRIPTION
 HV8376
 HV8376'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8376'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF FAIRFAX CITY ON
 HV8376'ROUTE 236 AT THE LOCATION KNOWN AS COMSTOCK HOUESING PROJECT AND 3.41
 HV8376'MILES NORTHWEST OF THE INTERSECTION OF ROUTE 236 AND THE CAPITOL
 HV8376'BELTWAY AND IS LOCATED OFF THE WEST BOUND LANE, SEE FAIRFAX COUNTY
 HV8376'TAX MAP 58-3.
 HV8376'
 HV8376'TO REACH THE STATION FROM THE INTERSECTION OF OX ROAD, ROUTE 123, AND
 HV8376'MAIN STREET ROUTE 236, NEAR THE FAIRFAX COURT HOUSE IN FAIRFAX CITY,
 HV8376'PROCEED EASTERLY ALONG MAIN STREET FOR 1.5 MILES TO STATION ON THE
 HV8376'LEFT AT THE WEST END OF THE SIDEWALK THAT PARALLES MAIN STREET AND IS
 HV8376'IN FRONT OF THE COMSTOCK TOWNHOUSE DEVELOPMENT AND IS ON THE MANHOLE
 HV8376'RIM OF THE STORMSEWER OR CURB INLET.
 HV8376'
 HV8376'THE STATION IS A CHISELED X IN THE STEEL MANHOLE RIM OF A STORMSEWER
 HV8376'AT A CURB INLET AT WEST END OF THE SIDEWALK THAT PARALLELS MAIN
 HV8376'STREET AT THE COMSTOCK TOWNHOUSES LOCATED 26 FEET S FROM THE
 HV8376'CENTERLINE OF 236 WEST BOUND LANE.
 HV8376'
 HV8376'REFERENCE MARK NO. 01 IS A PK NAIL AND CAP IN THE SIDE OF UTILITY POLE
 HV8376'NUMBER ANH-197.
 HV8376'
 HV8376'REFERENCE MARK NO. 02 IS A CHISELED X IN A MANHOLE WHICH IS HIGHER IN
 HV8376'ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5138 ***********************************************************************
 GV5138  DESIGNATION -  CON 1912
 GV5138  PID         -  GV5138
 GV5138  STATE/COUNTY-  VA/KING WILLIAM
 GV5138  USGS QUAD   -  TUNSTALL (1984)
 GV5138
 GV5138                         *CURRENT SURVEY CONTROL
 GV5138  ___________________________________________________________________
 GV5138* NAD 83(1993)-  37 37 16.59182(N)    077 06 04.12034(W)     ADJUSTED  
 GV5138* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5138  ___________________________________________________________________
 GV5138  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 GV5138  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV5138
 GV5138  HORZ ORDER  -  THIRD
 GV5138
 GV5138.The horizontal coordinates were established by classical geodetic methods
 GV5138.and adjusted by the National Geodetic Survey in November 1994..
 GV5138
 GV5138.The orthometric height was scaled from a topographic map.
 GV5138
 GV5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5138
 GV5138.The geoid height was determined by GEOID03.
 GV5138
 GV5138;                    North         East     Units Scale Factor Converg.
 GV5138;SPC VA S     - 1,143,845.627 3,623,484.032   MT  0.99995518   +0 50 56.4
 GV5138;SPC VA S     - 3,752,766.86 11,888,047.19   sFT  0.99995518   +0 50 56.4
 GV5138;UTM  18      - 4,165,872.151   314,569.772   MT  1.00002354   -1 16 58.8
 GV5138
 GV5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5138!SPC VA S     -   1.00000533  x   0.99995518  =   0.99996051
 GV5138!UTM  18      -   1.00000533  x   1.00002354  =   1.00002887
 GV5138
 GV5138                          SUPERSEDED SURVEY CONTROL
 GV5138
 GV5138  NAD 83(1986)-  37 37 16.59323(N)    077 06 04.13857(W) AD(       ) 3
 GV5138  NAD 27      -  37 37 16.03200(N)    077 06 05.12600(W) AD(       ) 3
 GV5138
 GV5138.Superseded values are not recommended for survey control.
 GV5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5138.See file dsdata.txt to determine how the superseded data were derived.
 GV5138
 GV5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1457065872(NAD 83)
 GV5138_MARKER: Z = SEE DESCRIPTION
 GV5138_SETTING: 0 = UNSPECIFIED SETTING
 GV5138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5138
 GV5138  HISTORY     - Date     Condition        Report By
 GV5138  HISTORY     - 1912     MONUMENTED       CGS
 GV5138  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5138  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV5138
 GV5138                          STATION DESCRIPTION
 GV5138
 GV5138'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5138'STATION IS A BRACED POLE IN THE WATER ON THE LEFT SIDE OF THE
 GV5138'PAMUNKEY RIVER, DESCENDING OUTSIDE OF LOW-WATER LINE, ABOUT
 GV5138'35 METERS OFFSHORE OPPOSITE STATION MOP.
 GV5138'
 GV5138'STATION NOT OTHERWISE MARKED.
 GV5138
 GV5138                          STATION RECOVERY (1999)
 GV5138
 GV5138'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5138'MARK NOT FOUND.
 GV5138
 GV5138                          STATION RECOVERY (2002)
 GV5138
 GV5138'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0542 ***********************************************************************
 GW0542  DESIGNATION -  CONCORD
 GW0542  PID         -  GW0542
 GW0542  STATE/COUNTY-  VA/APPOMATTOX
 GW0542  USGS QUAD   -  CONCORD (1987)
 GW0542
 GW0542                         *CURRENT SURVEY CONTROL
 GW0542  ___________________________________________________________________
 GW0542* NAD 83(1993)-  37 20 56.64828(N)    078 57 19.90113(W)     ADJUSTED  
 GW0542* NAVD 88     -       265.255  (meters)     870.26   (feet)  ADJUSTED  
 GW0542  ___________________________________________________________________
 GW0542  X           -     972,561.303 (meters)                     COMP
 GW0542  Y           -  -4,982,742.646 (meters)                     COMP
 GW0542  Z           -   3,848,402.953 (meters)                     COMP
 GW0542  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 GW0542  ELLIP HEIGHT-         233.85  (meters)          (06/12/03) GPS OBS
 GW0542  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0542  DYNAMIC HT  -         265.061 (meters)     869.62  (feet)  COMP
 GW0542  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GW0542
 GW0542  HORZ ORDER  -  FIRST
 GW0542  VERT ORDER  -  SECOND    CLASS 0
 GW0542  ELLP ORDER  -  FOURTH    CLASS II
 GW0542
 GW0542.The horizontal coordinates were established by GPS observations
 GW0542.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2003..
 GW0542
 GW0542.The orthometric height was determined by differential leveling
 GW0542.and adjusted by the National Geodetic Survey in June 1991..
 GW0542
 GW0542.Photographs are available for this station.
 GW0542
 GW0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW0542
 GW0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0542
 GW0542.The ellipsoidal height was determined by GPS observations
 GW0542.and is referenced to NAD 83.
 GW0542
 GW0542.The geoid height was determined by GEOID03.
 GW0542
 GW0542.The dynamic height is computed by dividing the NAVD 88
 GW0542.geopotential number by the normal gravity value computed on the
 GW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0542.degrees latitude (g = 980.6199 gals.).
 GW0542
 GW0542.The modeled gravity was interpolated from observed gravity values.
 GW0542
 GW0542;                    North         East     Units Scale Factor Converg.
 GW0542;SPC VA S     - 1,112,818.335 3,459,641.149   MT  0.99994545   -0 16 35.3
 GW0542;SPC VA S     - 3,650,971.49 11,350,506.00   sFT  0.99994545   -0 16 35.3
 GW0542;UTM  17      - 4,135,557.368   681,084.366   MT  1.00000394   +1 14 26.4
 GW0542
 GW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0542!SPC VA S     -   0.99996330  x   0.99994545  =   0.99990876
 GW0542!UTM  17      -   0.99996330  x   1.00000394  =   0.99996724
 GW0542
 GW0542:                Primary Azimuth Mark                     Grid Az
 GW0542:SPC VA S     -  CONCORD AZ MK                            068 48 38.5
 GW0542:UTM  17      -  CONCORD AZ MK                            067 17 36.8
 GW0542
 GW0542|---------------------------------------------------------------------|
 GW0542| PID    Reference Object                     Distance      Geod. Az  |
 GW0542|                                                           dddmmss.s |
 GW0542| GW0543 CONCORD AZ MK                                      0683203.2 |
 GW0542| GW0541 CONCORD RM 1                         21.573 METERS 26723     |
 GW0542|---------------------------------------------------------------------|
 GW0542
 GW0542                          SUPERSEDED SURVEY CONTROL
 GW0542
 GW0542  ELLIP H (05/17/02)  233.88   (m)                       GP(       ) 4 2
 GW0542  NAD 83(1993)-  37 20 56.64863(N)    078 57 19.90364(W) AD(       ) 2
 GW0542  ELLIP H (09/08/95)  233.93   (m)                       GP(       ) 4 2
 GW0542  NAD 83(1993)-  37 20 56.64892(N)    078 57 19.90314(W) AD(       ) 2
 GW0542  ELLIP H (11/14/94)  233.94   (m)                       GP(       ) 4 2
 GW0542  NAD 83(1986)-  37 20 56.65224(N)    078 57 19.91928(W) AD(       ) 2
 GW0542  NAD 27      -  37 20 56.12598(N)    078 57 20.85408(W) AD(       ) 2
 GW0542  NAVD 88 (06/12/03)  265.25   (m)          870.2    (f) LEVELING    3  
 GW0542  NGVD 29 (??/??/92)  265.479  (m)          870.99   (f) ADJ UNCH    2 0
 GW0542
 GW0542.Superseded values are not recommended for survey control.
 GW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0542.See file dsdata.txt to determine how the superseded data were derived.
 GW0542
 GW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8108435557(NAD 83)
 GW0542_MARKER: DE = TRAVERSE STATION DISK
 GW0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0542_SP_SET: CONCRETE POST
 GW0542_STAMPING: CONCORD 1964
 GW0542_MARK LOGO: CGS   
 GW0542_PROJECTION: FLUSH
 GW0542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0542+STABILITY: SURFACE MOTION
 GW0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0542+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 GW0542
 GW0542  HISTORY     - Date     Condition        Report By
 GW0542  HISTORY     - 1964     MONUMENTED       CGS
 GW0542  HISTORY     - 1965     GOOD             NGS
 GW0542  HISTORY     - 19920211 GOOD             MSI
 GW0542  HISTORY     - 19970415 GOOD             USPSQD
 GW0542  HISTORY     - 20030422 GOOD             GEOMET
 GW0542  HISTORY     - 20050113 GOOD             USPSQD
 GW0542  HISTORY     - 20060512 GOOD             GEOCAC
 GW0542
 GW0542                          STATION DESCRIPTION
 GW0542
 GW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW0542'THE STATION IS LOCATED ABOUT 7 MILES WEST OF APPOMATTOX,
 GW0542'1 MILE EAST OF CONCORD AND ON THE NORTH RIGHT-OF-WAY OF
 GW0542'U.S. HIGHWAY 460.
 GW0542'
 GW0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460,
 GW0542'VIRGINIA PRIMARY HIGHWAY 24 AND VIRGINIA SECONDARY HIGHWAY
 GW0542'608 IN THE NORTH PART OF CONCORD, GO EAST ON U.S. HIGHWAY 460
 GW0542'FOR 1.1 MILES TO THE STATION ON THE LEFT.
 GW0542'
 GW0542'THE STATION MARK IS 71 FEET EAST OF POWER LINE POLE NO. F-649,
 GW0542'36 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 460
 GW0542'AND 14.3 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 GW0542'TRAVERSE DISK STAMPED CONCORD 1964 SET IN A FLUSH SQUARE
 GW0542'CONCRETE MONUMENT.
 GW0542'
 GW0542'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF THE APPROXIMATE CENTER
 GW0542'OF U.S. HIGHWAY 460, 14 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 GW0542'MARKER AND 3 FEET SOUTH OF POWER LINE POLE NO. F-649.  IT
 GW0542'IS A STANDARD DISK STAMPED CONCORD NO 1 1964 SET IN A SQUARE
 GW0542'CONCRETE MONUMENT PROJECTING 2 INCHES.
 GW0542'
 GW0542'THE AZIMUTH IS 55 FEET SOUTHWEST OF POWER LINE POLE NO. F-644,
 GW0542'29 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 460
 GW0542'AND 4.3 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 GW0542'DISK STAMPED CONCORD 1964 SET IN FLUSH SQUARE CONCRETE MONUMENT.
 GW0542'
 GW0542'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON
 GW0542'U.S. HIGHWAY 460 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GW0542'
 GW0542'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GW0542
 GW0542                          STATION RECOVERY (1965)
 GW0542
 GW0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0542'7.8 MI W FROM APPOMATTOX.
 GW0542'ABOUT 7.8 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE CARVER
 GW0542'PRICE HIGH SCHOOL IN APPOMATTOX TO THE MARK SET IN THE TOP OF
 GW0542'A CONCRETE POST FLUSH WITH THE GROUND, 71.0 FEET EAST OF POWER
 GW0542'LINE POLE F649, 70.78 FEET EAST OF RM 1, 36.0 FEET NORTH OF
 GW0542'THE CENTERLINE OF WEST BOUND LANE OF HIGHWAY, 14.3 FEET SOUTH OF
 GW0542'A METAL WITNESS SIGN AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 GW0542'HIGHWAY.
 GW0542
 GW0542                          STATION RECOVERY (1992)
 GW0542
 GW0542'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW0542'RECOVERED IN GOOD CONDITION.
 GW0542
 GW0542                          STATION RECOVERY (1997)
 GW0542
 GW0542'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0542'RECOVERED IN GOOD CONDITION.
 GW0542
 GW0542                          STATION RECOVERY (2003)
 GW0542
 GW0542'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (FJJ)
 GW0542'RECOVERED AS DESCRIBED.
 GW0542'
 GW0542
 GW0542                          STATION RECOVERY (2005)
 GW0542
 GW0542'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0542'RECOVERED IN GOOD CONDITION.
 GW0542
 GW0542                          STATION RECOVERY (2006)
 GW0542
 GW0542'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 GW0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1282 ***********************************************************************
 FW1282  DESIGNATION -  CONCORD 1953
 FW1282  PID         -  FW1282
 FW1282  STATE/COUNTY-  VA/NORTHAMPTON
 FW1282  USGS QUAD   -  JAMESVILLE (1992)
 FW1282
 FW1282                         *CURRENT SURVEY CONTROL
 FW1282  ___________________________________________________________________
 FW1282* NAD 83(1993)-  37 31 53.25182(N)    075 54 39.59846(W)     ADJUSTED  
 FW1282* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 FW1282  ___________________________________________________________________
 FW1282  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FW1282  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FW1282
 FW1282  HORZ ORDER  -  THIRD
 FW1282
 FW1282.The horizontal coordinates were established by classical geodetic methods
 FW1282.and adjusted by the National Geodetic Survey in November 1994..
 FW1282
 FW1282.The orthometric height was scaled from a topographic map.
 FW1282
 FW1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1282
 FW1282.The geoid height was determined by GEOID03.
 FW1282
 FW1282;                    North         East     Units Scale Factor Converg.
 FW1282;SPC VA S     - 1,136,100.150 3,728,797.190   MT  0.99994948   +1 34 16.8
 FW1282;SPC VA S     - 3,727,355.24 12,233,562.11   sFT  0.99994948   +1 34 16.8
 FW1282;UTM  18      - 4,154,221.319   419,509.591   MT  0.99967980   -0 33 18.0
 FW1282
 FW1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1282!SPC VA S     -   1.00000436  x   0.99994948  =   0.99995384
 FW1282!UTM  18      -   1.00000436  x   0.99967980  =   0.99968416
 FW1282
 FW1282|---------------------------------------------------------------------|
 FW1282| PID    Reference Object                     Distance      Geod. Az  |
 FW1282|                                                           dddmmss.s |
 FW1282| FW1301 TE 10 1953                          211.557 METERS 06459     |
 FW1282| FW1292 WEBB 1953                           APPROX. 1.0 KM 2260001.2 |
 FW1282|---------------------------------------------------------------------|
 FW1282
 FW1282                          SUPERSEDED SURVEY CONTROL
 FW1282
 FW1282  NAD 83(1993)-  37 31 53.25468(N)    075 54 39.63099(W) AD(       ) 3
 FW1282  NAD 83(1986)-  37 31 53.25273(N)    075 54 39.63336(W) AD(       ) 3
 FW1282  NAD 27      -  37 31 52.77200(N)    075 54 40.87200(W) AD(       ) 3
 FW1282
 FW1282.Superseded values are not recommended for survey control.
 FW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1282.See file dsdata.txt to determine how the superseded data were derived.
 FW1282
 FW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1951054221(NAD 83)
 FW1282_MARKER: DS = TRIANGULATION STATION DISK
 FW1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1282+STABILITY: SURFACE MOTION
 FW1282
 FW1282  HISTORY     - Date     Condition        Report By
 FW1282  HISTORY     - 1953     MONUMENTED       CGS
 FW1282
 FW1282                          STATION DESCRIPTION
 FW1282
 FW1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1282'STATION IS LOCATED ON THE N SIDE OF THE HIGHWAY LEADING FROM
 FW1282'EXMORE TO SILVER BEACH, AT A TREE LINE, 0.25 MI. W OF THE CONCORD
 FW1282'WHARF POST OFFICE, 36.4 FT. W OF A BLAZED 12-IN. PINE TREE,
 FW1282'21.0 FT. N-NE OF THE CENTERLINE OF THE HIGHWAY, 3.2 FT. N
 FW1282'OF POWER POLE 126, AND 3.8 FT. N OF THE CENTER OF A NARROW
 FW1282'DITCH THAT PARALLELS THE HIGHWAY.  IT IS A STANDARD DISK,
 FW1282'STAMPED CONCORD 1953 AND SET IN THE TOP OF A PYRAMIDAL SHAPED
 FW1282'CONCRETE MONUMENT, 3 FT. LONG 8 IN. SQUARE AT THE TOP, 12 IN.
 FW1282'SQUARE AT THE BOTTOM, PROJECTING 4 IN. ABOVE GROUND.
 FW1282'
 FW1282'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND
 FW1282'VA. ROUTE 183 IN EXMORE, GO W ON VA. ROUTE 183 FOR 5.2 MI. TO
 FW1282'THE STATION ON THE RIGHT.
 FW1282'
 FW1282'STATION WEBB IS 982.947 M. (3224.88 FT.) S 44 DEG 26 MIN W.
 FW1282'
 FW1282'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0543 ***********************************************************************
 GW0543  DESIGNATION -  CONCORD AZ MK
 GW0543  PID         -  GW0543
 GW0543  STATE/COUNTY-  VA/APPOMATTOX
 GW0543  USGS QUAD   -  CONCORD (1987)
 GW0543
 GW0543                         *CURRENT SURVEY CONTROL
 GW0543  ___________________________________________________________________
 GW0543* NAD 83(1986)-  37 21 03.     (N)    078 57 03.     (W)     SCALED    
 GW0543* NAVD 88     -       261.421  (meters)     857.68   (feet)  ADJUSTED  
 GW0543  ___________________________________________________________________
 GW0543  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 GW0543  DYNAMIC HT  -         261.230 (meters)     857.05  (feet)  COMP
 GW0543  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GW0543
 GW0543  VERT ORDER  -  SECOND    CLASS 0
 GW0543
 GW0543.The horizontal coordinates were scaled from a topographic map and have
 GW0543.an estimated accuracy of +/- 6 seconds.
 GW0543
 GW0543.The orthometric height was determined by differential leveling
 GW0543.and adjusted by the National Geodetic Survey in June 1991..
 GW0543
 GW0543.The geoid height was determined by GEOID03.
 GW0543
 GW0543.The dynamic height is computed by dividing the NAVD 88
 GW0543.geopotential number by the normal gravity value computed on the
 GW0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0543.degrees latitude (g = 980.6199 gals.).
 GW0543
 GW0543.The modeled gravity was interpolated from observed gravity values.
 GW0543
 GW0543;                    North         East    Units  Estimated Accuracy
 GW0543;SPC VA S     - 1,113,010.    3,460,060.      MT  (+/- 180 meters Scaled)
 GW0543
 GW0543                          SUPERSEDED SURVEY CONTROL
 GW0543
 GW0543  NGVD 29 (??/??/92)  261.646  (m)          858.42   (f) ADJ UNCH    2 0
 GW0543
 GW0543.Superseded values are not recommended for survey control.
 GW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0543.See file dsdata.txt to determine how the superseded data were derived.
 GW0543
 GW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB814357(NAD 83)
 GW0543_MARKER: DZ = AZIMUTH MARK DISK
 GW0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0543_STAMPING: CONCORD 1964
 GW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0543+STABILITY: SURFACE MOTION
 GW0543
 GW0543  HISTORY     - Date     Condition        Report By
 GW0543  HISTORY     - 1964     MONUMENTED       CGS
 GW0543  HISTORY     - 1965     GOOD             NGS
 GW0543  HISTORY     - 19970415 GOOD             USPSQD
 GW0543  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0543
 GW0543                          STATION DESCRIPTION
 GW0543
 GW0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0543'7.5 MI W FROM APPOMATTOX.
 GW0543'ABOUT 7.5 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE CARVER
 GW0543'PRICE HIGH SCHOOL IN APPOMATTOX TO THE MARK SET IN THE TOP OF
 GW0543'A CONCRETE POST FLUSH WITH THE GROUND, 0.3 MILE EAST OF THE
 GW0543'STATION, 55.0 FEET SOUTHWEST OF POWER LINE POLE F 644, 29.0 FEET
 GW0543'NORTH OF CENTERLINE OF WEST BOUND LANE OF HIGHWAY, 4.3 FEET SOUTH
 GW0543'OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW0543
 GW0543                          STATION RECOVERY (1997)
 GW0543
 GW0543'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0543'RECOVERED IN GOOD CONDITION.
 GW0543
 GW0543                          STATION RECOVERY (2005)
 GW0543
 GW0543'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0541 ***********************************************************************
 GW0541  DESIGNATION -  CONCORD RM 1
 GW0541  PID         -  GW0541
 GW0541  STATE/COUNTY-  VA/APPOMATTOX
 GW0541  USGS QUAD   -  CONCORD (1987)
 GW0541
 GW0541                         *CURRENT SURVEY CONTROL
 GW0541  ___________________________________________________________________
 GW0541* NAD 83(1986)-  37 20 57.     (N)    078 57 19.     (W)     SCALED    
 GW0541* NAVD 88     -       264.967  (meters)     869.31   (feet)  ADJUSTED  
 GW0541  ___________________________________________________________________
 GW0541  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0541  DYNAMIC HT  -         264.773 (meters)     868.68  (feet)  COMP
 GW0541  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 GW0541
 GW0541  VERT ORDER  -  SECOND    CLASS 0
 GW0541
 GW0541.The horizontal coordinates were scaled from a topographic map and have
 GW0541.an estimated accuracy of +/- 6 seconds.
 GW0541
 GW0541.The orthometric height was determined by differential leveling
 GW0541.and adjusted by the National Geodetic Survey in June 1991..
 GW0541
 GW0541.The geoid height was determined by GEOID03.
 GW0541
 GW0541.The dynamic height is computed by dividing the NAVD 88
 GW0541.geopotential number by the normal gravity value computed on the
 GW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0541.degrees latitude (g = 980.6199 gals.).
 GW0541
 GW0541.The modeled gravity was interpolated from observed gravity values.
 GW0541
 GW0541;                    North         East    Units  Estimated Accuracy
 GW0541;SPC VA S     - 1,112,830.    3,459,660.      MT  (+/- 180 meters Scaled)
 GW0541
 GW0541                          SUPERSEDED SURVEY CONTROL
 GW0541
 GW0541  NGVD 29 (??/??/92)  265.190  (m)          870.04   (f) ADJ UNCH    2 0
 GW0541
 GW0541.Superseded values are not recommended for survey control.
 GW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0541.See file dsdata.txt to determine how the superseded data were derived.
 GW0541
 GW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB811355(NAD 83)
 GW0541_MARKER: DR = REFERENCE MARK DISK
 GW0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0541_STAMPING: CONCORD NO 1 1964
 GW0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0541+STABILITY: SURFACE MOTION
 GW0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0541+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 GW0541
 GW0541  HISTORY     - Date     Condition        Report By
 GW0541  HISTORY     - 1964     MONUMENTED       CGS
 GW0541  HISTORY     - 1965     GOOD             NGS
 GW0541  HISTORY     - 19970415 GOOD             USPSQD
 GW0541  HISTORY     - 20050113 GOOD             USPSQD
 GW0541
 GW0541                          STATION DESCRIPTION
 GW0541
 GW0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0541'7.8 MI W FROM APPOMATTOX.
 GW0541'AT THE CONCORD STATION SITE, 60.0 FEET NORTH OF THE CENTERLINE
 GW0541'OF THE WEST BOUND LANES OF HIGHWAY, 70.78 FEET WEST OF THE
 GW0541'STATION, 14.0 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 GW0541'3.0 FEET SOUTH OF POWER LINE POLE F649, SET IN THE TOP OF A
 GW0541'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT 1.0 FOOT ABOVE
 GW0541'THE LEVEL OF THE HIGHWAY.
 GW0541
 GW0541                          STATION RECOVERY (1997)
 GW0541
 GW0541'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0541'RECOVERED IN GOOD CONDITION.
 GW0541
 GW0541                          STATION RECOVERY (2005)
 GW0541
 GW0541'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4911 ***********************************************************************
 HV4911  DESIGNATION -  CONCRETE RNG POST S MT VERNON
 HV4911  PID         -  HV4911
 HV4911  STATE/COUNTY-  VA/FAIRFAX
 HV4911  USGS QUAD   -  MOUNT VERNON (1983)
 HV4911
 HV4911                         *CURRENT SURVEY CONTROL
 HV4911  ___________________________________________________________________
 HV4911* NAD 83(1993)-  38 41 59.78666(N)    077 05 44.59744(W)     ADJUSTED  
 HV4911* NAVD 88     -                                                        
 HV4911  ___________________________________________________________________
 HV4911  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HV4911  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4911
 HV4911  HORZ ORDER  -  THIRD
 HV4911
 HV4911.The horizontal coordinates were established by classical geodetic methods
 HV4911.and adjusted by the National Geodetic Survey in November 1994..
 HV4911
 HV4911
 HV4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4911
 HV4911.The geoid height was determined by GEOID03.
 HV4911
 HV4911;                    North         East     Units Scale Factor Converg.
 HV4911;SPC VA N     - 2,115,626.521 3,622,148.774   MT  0.99994942   +0 52 35.2
 HV4911;SPC VA N     - 6,941,018.01 11,883,666.44   sFT  0.99994942   +0 52 35.2
 HV4911;SPC MD       -   114,701.838   391,673.461   MT  0.99995453   -0 03 36.3
 HV4911;SPC MD       -   376,317.61  1,285,015.35   sFT  0.99995453   -0 03 36.3
 HV4911;UTM  18      - 4,285,564.001   317,754.864   MT  1.00000901   -1 18 38.5
 HV4911
 HV4911                          SUPERSEDED SURVEY CONTROL
 HV4911
 HV4911  NAD 83(1993)-  38 41 59.78472(N)    077 05 44.60032(W) AD(       ) 4
 HV4911  NAD 83(1986)-  38 41 59.78582(N)    077 05 44.61299(W) AD(       ) 4
 HV4911  NAD 27      -  38 41 59.36600(N)    077 05 45.69400(W) AD(       ) 3
 HV4911
 HV4911.Superseded values are not recommended for survey control.
 HV4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4911.See file dsdata.txt to determine how the superseded data were derived.
 HV4911
 HV4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1775585564(NAD 83)
 HV4911
 HV4911  HISTORY     - Date     Condition        Report By
 HV4911  HISTORY     - UNK      MONUMENTED
 HV4911  HISTORY     - 1938     GOOD             CGS
 HV4911  HISTORY     - 1959     GOOD             CGS
 HV4911
 HV4911                          STATION DESCRIPTION
 HV4911
 HV4911'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4911'STATION NOT PREVIOUSLY DESCRIBED.  STATION RECOVERED.  THE
 HV4911'CONCRETE POST IS ABOUT 850 METERS DOWNSTREAM FROM THE MT. VERNON
 HV4911'DOCK AND 65 METERS OFF THE VIRGINIA SHORE.
 HV4911
 HV4911                          STATION RECOVERY (1959)
 HV4911
 HV4911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4911'STATION RECOVERED AS DESCRIBED BY T.M.P.,JR., 1938 AND IN GOOD
 HV4911'CONDITION.  ANGULAR MESUREMENTS TO THE STATION INDICATE THAT
 HV4911'NO MOVEMENT HAS TAKEN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2937 ***********************************************************************
 FX2937  DESIGNATION -  CONDO
 FX2937  PID         -  FX2937
 FX2937  STATE/COUNTY-  VA/C OF NORFOLK
 FX2937  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX2937
 FX2937                         *CURRENT SURVEY CONTROL
 FX2937  ___________________________________________________________________
 FX2937* NAD 83(1993)-  36 51 00.13053(N)    076 17 50.83308(W)     ADJUSTED  
 FX2937* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 FX2937  ___________________________________________________________________
 FX2937  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FX2937  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX2937
 FX2937  HORZ ORDER  -  THIRD
 FX2937
 FX2937.The horizontal coordinates were established by classical geodetic methods
 FX2937.and adjusted by the National Geodetic Survey in September 1995..
 FX2937
 FX2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX2937
 FX2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2937
 FX2937.The geoid height was determined by GEOID03.
 FX2937
 FX2937;                    North         East     Units Scale Factor Converg.
 FX2937;SPC VA S     - 1,059,632.221 3,696,416.096   MT  0.99998591   +1 20 12.4
 FX2937;SPC VA S     - 3,476,476.71 12,127,325.14   sFT  0.99998591   +1 20 12.4
 FX2937;UTM  18      - 4,079,022.138   384,328.559   MT  0.99976483   -0 46 41.5
 FX2937
 FX2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2937!SPC VA S     -   1.00000550  x   0.99998591  =   0.99999141
 FX2937!UTM  18      -   1.00000550  x   0.99976483  =   0.99977032
 FX2937
 FX2937                          SUPERSEDED SURVEY CONTROL
 FX2937
 FX2937  NAD 83(1986)-  36 51 00.13621(N)    076 17 50.86856(W) AD(       ) 3
 FX2937  NGVD 29 (09/08/87)    2.3    (m)            8.     (f) VERT ANG       
 FX2937
 FX2937.Superseded values are not recommended for survey control.
 FX2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2937.See file dsdata.txt to determine how the superseded data were derived.
 FX2937
 FX2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8432979022(NAD 83)
 FX2937_MARKER: DD = SURVEY DISK
 FX2937_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX2937+WITH SETTING: PAVEMENT
 FX2937_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2937+STABILITY: SURFACE MOTION
 FX2937
 FX2937  HISTORY     - Date     Condition        Report By
 FX2937  HISTORY     - 1987     MONUMENTED       NOS
 FX2937
 FX2937                          STATION DESCRIPTION
 FX2937
 FX2937'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 FX2937'THE STATION IS LOCATED AT THE END OF A PIER IN THE FREEMASON
 FX2937'HARBOR AREA OF NORFOLK IN THE ELIZABETH RIVER ADJACENT TO THE
 FX2937'NORFOLK SAILING SCHOOL PROPERTY WAREHOUSE.  THE PROPERTY IS OWNED
 FX2937'BY NORFOLK REDEVELOPEMENT AND HOUSING AUTHORITY.
 FX2937'
 FX2937'TO REACH THE STATION FROM THE INTERSECTION OF BRAMBLETON AND
 FX2937'DUKE STREET IN NORFOLK FOLLOW DUKE STREET SOUTH FOR 0.6 MILE
 FX2937'TO A SIDE DRIVE RIGHT, THE ENTRANCE TO THE HARBOR AREA.  FOLLOW
 FX2937'THE DRIVE FOR 0.1 MILE TO ANOTHER DRIVE TO THE RIGHT.  GO RIGHT
 FX2937'AND CONTINUE ON FOR ANOTHER 0.2 MILE TO THE END OF THE PIER AND
 FX2937'THE STATION NEAR THE NORTHWEST CORNER OF THE PIER.
 FX2937'
 FX2937'THE STATION IS A STANDARD NOS BRONZE DISK STAMPED---CONDO 1987---,
 FX2937'SET INTO A DRILL HOLE IN A CONCRETE SLAB.  IT IS LOCATED
 FX2937'31.46 METERS (104.68 FEET) NORTHWEST FROM THE NORTHWEST CORNER
 FX2937'OF A WHITE PAINTED WAREHOUSE, 3.825 METERS (12.47 FEET) SOUTH FROM
 FX2937'THE NORTH EDGE OF THE PIER AND 2.24 METERS (7.29 FEET) EAST FROM
 FX2937'WESTERN EDGE OF THE PIER.
 FX2937'
 FX2937'HEIGHT OF LIGHT SHOWN WAS 1.60 METERS ABOVE THE MARK.
 FX2937'
 FX2937'DESCRIBED BY M BURNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1066 ***********************************************************************
 FW1066  DESIGNATION -  CONQUEST
 FW1066  PID         -  FW1066
 FW1066  STATE/COUNTY-  VA/ACCOMACK
 FW1066  USGS QUAD   -  BLOXOM (1979)
 FW1066
 FW1066                         *CURRENT SURVEY CONTROL
 FW1066  ___________________________________________________________________
 FW1066* NAD 83(1993)-  37 52 17.81359(N)    075 33 32.56358(W)     ADJUSTED  
 FW1066* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 FW1066  ___________________________________________________________________
 FW1066  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FW1066  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW1066
 FW1066  HORZ ORDER  -  FIRST
 FW1066
 FW1066.The horizontal coordinates were established by classical geodetic methods
 FW1066.and adjusted by the National Geodetic Survey in November 1994..
 FW1066
 FW1066.The orthometric height was scaled from a topographic map.
 FW1066
 FW1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1066
 FW1066.The geoid height was determined by GEOID03.
 FW1066
 FW1066;                    North         East     Units Scale Factor Converg.
 FW1066;SPC VA S     - 1,174,745.633 3,758,714.973   MT  0.99998403   +1 47 05.8
 FW1066;SPC VA S     - 3,854,144.63 12,331,717.37   sFT  0.99998403   +1 47 05.8
 FW1066;SPC MD       -    23,751.403   526,790.589   MT  1.00010209   +0 54 15.8
 FW1066;SPC MD       -    77,924.39  1,728,312.12   sFT  1.00010209   +0 54 15.8
 FW1066;UTM  18      - 4,191,717.839   450,831.665   MT  0.99962978   -0 20 35.5
 FW1066
 FW1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1066!SPC VA S     -   1.00000357  x   0.99998403  =   0.99998760
 FW1066!SPC MD       -   1.00000357  x   1.00010209  =   1.00010566
 FW1066!UTM  18      -   1.00000357  x   0.99962978  =   0.99963335
 FW1066
 FW1066:                Primary Azimuth Mark                     Grid Az
 FW1066:SPC VA S     -  CONQUEST RM 1                            004 49 05.8
 FW1066:SPC MD       -  CONQUEST RM 1                            005 41 55.8
 FW1066:UTM  18      -  CONQUEST RM 1                            006 56 47.1
 FW1066
 FW1066|---------------------------------------------------------------------|
 FW1066| PID    Reference Object                     Distance      Geod. Az  |
 FW1066|                                                           dddmmss.s |
 FW1066| DC7953 CONQUEST RM 1                                      0063611.6 |
 FW1066| DC7954 CONQUEST RM 2                        88.484 METERS 03130     |
 FW1066| FW0809 CHINCOTEAGUE WATER TANK             APPROX.17.4 KM 0665153.3 |
 FW1066| FW1094 PARKSLEY TANK                       APPROX.12.5 KM 2194420.2 |
 FW1066| DC7955 CONQUEST RM 3                        43.465 METERS 26528     |
 FW1066| FW1059 HALLWOOD TAYLOR PACKING STACK       APPROX. 2.9 KM 2780812.9 |
 FW1066|---------------------------------------------------------------------|
 FW1066
 FW1066                          SUPERSEDED SURVEY CONTROL
 FW1066
 FW1066  NAD 83(1993)-  37 52 17.81360(N)    075 33 32.56922(W) AD(       ) 1
 FW1066  NAD 83(1986)-  37 52 17.81134(N)    075 33 32.59896(W) AD(       ) 1
 FW1066  NAD 27      -  37 52 17.36100(N)    075 33 33.86400(W) AD(       ) 1
 FW1066
 FW1066.Superseded values are not recommended for survey control.
 FW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1066.See file dsdata.txt to determine how the superseded data were derived.
 FW1066
 FW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5083291718(NAD 83)
 FW1066_MARKER: DS = TRIANGULATION STATION DISK
 FW1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1066
 FW1066  HISTORY     - Date     Condition        Report By
 FW1066  HISTORY     - 1932     MONUMENTED       CGS
 FW1066  HISTORY     - 1934     GOOD             CGS
 FW1066  HISTORY     - 1942     GOOD             CGS
 FW1066  HISTORY     - 1949     GOOD             CGS
 FW1066  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1066  HISTORY     - 1961     GOOD             CGS
 FW1066  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 FW1066
 FW1066                          STATION DESCRIPTION
 FW1066
 FW1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 FW1066'STATION IS LOCATED ON PROPERTY OWNED BY HERBERT W. DIX, AT
 FW1066'CONQUEST CORNERS, MARK IS ABOUT 80 YARDS W OF HIGHWAY 13, AND
 FW1066'ABOUT 12 YARDS N OF CENTER LINE OF HALLWOOD ROAD, A MACADAM
 FW1066'ROAD INTERSECTING FROM THE W, 112 FEET NW OF NW CORNER OF GARAGE
 FW1066'AT ROAD INTERSECTION, AND IS SET 18 INCHES BELOW SURFACE OF
 FW1066'GROUND.
 FW1066'
 FW1066'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 FW1066'IN CONCRETE, AS DESCRIBED.
 FW1066'
 FW1066'REFERENCE MARK NO. 1 IS ABOUT 0.4 MILE N OF STATION, ABOUT 8
 FW1066'METERS E OF CENTER LINE OF HIGHWAY 13, AND 3 FEET S OF TELEPHONE
 FW1066'POLE 2191.
 FW1066'
 FW1066'REFERENCE MARK NO. 2 IS 290.3 FEET NE OF STATION AND 7 METERS W
 FW1066'OF CENTER LINE OF HIGHWAY 13.
 FW1066'
 FW1066'REFERENCE MARK NO. 3 IS 142.6 FEET W OF STATION AND ABOUT SW
 FW1066'OF CENTER LINE OF HALLWOOD ROAD.
 FW1066'
 FW1066'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 FW1066
 FW1066                          STATION RECOVERY (1934)
 FW1066
 FW1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1066'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  LOCATED
 FW1066'ON PROPERTY OWNED BY HERBERT W. DIX AT CONQUEST CORNER, ABOUT 80
 FW1066'YARDS W OF U.S. HIGHWAY 13, ABOUT 12 YARDS N OF CENTER LINE OF
 FW1066'HALLWOOD ROAD, A MACADAM ROAD INTERSECTING FROM THE W, AND 112
 FW1066'FEET NW OF NW CORNER OF OLD CHURCH WHICH HAS BEEN REMODELED INTO
 FW1066'A GARAGE AT ROAD INTERSECTION.  MARK IS SET ABOUT 2 FEET BENEATH
 FW1066'THE SURFACE RATHER THAN 18 INCHES AS STATED IN THE ORIGINAL
 FW1066'DESCRIPTION.
 FW1066'
 FW1066'UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN ACCORDANCE
 FW1066'WITH NOTES 7A AND 11A.
 FW1066'
 FW1066'REFERENCE MARK NO. 1 IS ABOUT 0.4 MILE N OF THE STATION, ABOUT
 FW1066'8 METERS E OF CENTER LINE OF U.S. HIGHWAY 13, AND 3 FEET S OF
 FW1066'TELEPHONE POLE 2191.
 FW1066'
 FW1066'REFERENCE MARK NO. 2 IS 290.3 FEET NE OF STATION AND ABOUT 7
 FW1066'METERS W OF CENTER LINE OF HIGHWAY 13.
 FW1066'
 FW1066'REFERENCE MARK NO. 3 IS 142.6 FEET W OF THE STATION AND ABOUT
 FW1066'SW OF CENTER LINE OF HALLWOOD ROAD.
 FW1066'
 FW1066'THE STATION WAS NOT OCCUPIED IN 1934.
 FW1066
 FW1066                          STATION RECOVERY (1942)
 FW1066
 FW1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW1066'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 FW1066'GOOD CONDITION.  DIFFERENCES WERE NOTED IN MEASUREMENTS TO
 FW1066'REFERENCE MARKS NOS. 2 AND 3.  REFERENCE MARK NO. 2 IS 290.18
 FW1066'FEET INSTEAD OF 290.3 FEET.  REFERENCE MARK NO. 3 IS 142.53 FEET
 FW1066'INSTEAD OF 142.6 FEET.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW1066'
 FW1066'THE STATION (NOTES 1A AND 7A) IS ABOUT 1.85 MILES N OF THE
 FW1066'VILLAGE OF MAPPSVILLE, ON PROPERTY OWNED BY H.W. DIX, 39 FEET
 FW1066'N OF STATE HIGHWAY 692, AND 243 FEET W BY N OF WHERE STATE
 FW1066'HIGHWAY 692 AND U.S. HIGHWAY 13 JUNCTION.  IT IS STAMPED CONQUEST
 FW1066'1932 AND IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 FW1066'
 FW1066'REFERENCE MARK NO. 2 IS NE OF THE STATION, 24 FEET W OF U.S.
 FW1066'HIGHWAY 13, AND 28 FEET S OF A VIRGINIA STATE HIGHWAY COMMISSION
 FW1066'RIGHT-OF-WAY MARKER.  IT IS STAMPED CONQUEST NO. 2 1932 AND IS
 FW1066'FLUSH WITH THE SURFACE OF THE GROUND.
 FW1066'
 FW1066'REFERENCE MARK NO. 3 IS W OF THE STATION IN A WOODS, 5 FEET
 FW1066'NE OF AN OLD GRAVEYARD, AND 25 FEET SW OF STATE HIGHWAY 692.
 FW1066'IT IS STAMPED CONQUEST NO. 3 1932 AND PROJECTS 5 INCHES.
 FW1066'
 FW1066'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.45 MILE N OF THE STATION,
 FW1066'25 FEET E OF U.S. HIGHWAY 13, AND 5 FEET S OF TELEPHONE POLE NO.
 FW1066'1470.  IT IS STAMPED CONQUEST NO. 1 1932 AND IS FLUSH WITH THE
 FW1066'SURFACE OF THE GROUND.
 FW1066'
 FW1066'TO REACH THE STATION FROM POST OFFICE IN MAPPSVILLE, VIRGINIA,
 FW1066'FOLLOW U.S. HIGHWAY 13 N FOR 1.85 MILES TO STATE HIGHWAY 692
 FW1066'AT CONQUEST CORNERS AND STATION ON THE LEFT.
 FW1066'
 FW1066'A 116-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT WESSELS.
 FW1066'
 FW1066'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT TAYLOR.
 FW1066'
 FW1066'A 116-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT DUNTON.
 FW1066'
 FW1066'A 116-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT NELSON.
 FW1066'
 FW1066'A 116-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT HOLT.
 FW1066'
 FW1066'A 116-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT LEE MONT.
 FW1066
 FW1066                          STATION RECOVERY (1949)
 FW1066
 FW1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 FW1066'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 FW1066'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW1066'
 FW1066'STATION IS LOCATED ON PROPERTY OWNED BY HERBERT W. DIX, AT
 FW1066'CONQUEST CORNERS.  IT IS ABOUT 0.05 MILE WEST OF U.S. HIGHWAY 13
 FW1066'AND 36 FEET NORTH OF CENTER OF PAVED ROAD.  THE MARK IS 2
 FW1066'FEET UNDERGROUND AND THE DISK IS STAMPED CONQUEST 1932.
 FW1066'
 FW1066'REFERENCE MARK NO. 1 IS 24 FEET EAST OF CENTER OF HIGHWAY 13 AND
 FW1066'3 FEET SOUTH OF TELEPHONE POLE NO. 2191.  THE MARK IS FLUSH AND THE
 FW1066'DISK IS STAMPED CONQUEST NO 2 1932.
 FW1066'
 FW1066'REFERENCE MARK NO. 2 IS 21 FEET WEST OF CENTER OF HIGHWAY 13.
 FW1066'THE MARK IS FLUSH AND THE DISK IS STAMPED CONQUEST NO 2 1932.
 FW1066'
 FW1066'REFERENCE MARK NO. 3 IS 22 FEET SOUTH OF CENTER OF PAVED ROAD.
 FW1066'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CONQUEST NO 3
 FW1066'1932.
 FW1066'
 FW1066'TO REACH THE STATION FROM TEMPERANCEVILLE, GO SOUTH ON U.S.
 FW1066'HIGHWAY 13 FOR 1.15 MILES TO THE AZIMUTH MARK ON LEFT AS
 FW1066'DESCRIBED.  CONTINUE AHEAD ON HIGHWAY 13 FOR 0.45 MILE TO SIDE
 FW1066'ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO STATION ON RIGHT AS
 FW1066'DESCRIBED.
 FW1066
 FW1066                          STATION RECOVERY (1958)
 FW1066
 FW1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1066'STATION SEARCHED FOR BUT WAS UNABLE TO LOCATE.  IT BEING 2 FEET
 FW1066'UNDERGROUND IT IS ASSUMED THAT IT IS STILL IN POSITION.
 FW1066'
 FW1066'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT WAS NOT FOUND.  IT IS
 FW1066'ASSUMED IT BE CONSIDERED DESTROYED, DUE TO HIGHWAY CONSTRUCTION.
 FW1066'
 FW1066'REFERENCE MARK NO. 3, THE TOP HAS BEEN BROKEN OFF AND IT IS LAYING
 FW1066'AT THE NE CORNER OF THE CEMETERY.
 FW1066
 FW1066                          STATION RECOVERY (1961)
 FW1066
 FW1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1066'STATION AND R.M. 1 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 FW1066'IS NOW 2 FEET BELOW THE SURFACE OF THE GROUND.  R.M. 2 WAS
 FW1066'DESTROYED BY ROAD CONSTRUCTION.  R.M. 3 WAS DESTROYED BY FARM
 FW1066'EQUIPMENT.  THE 1949 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING
 FW1066'CORRECTIONS.
 FW1066'
 FW1066'THE STATION IS IN THE YARD OF THE HOME OF MR. H.W. DIX, 147.5
 FW1066'FT. WEST OF THE CENTERLINE OF SOUTHBOUND U.S. 13 72.1 FT. SOUTHWEST
 FW1066'OF THE SOUTHWEST CORNER OF THE DIX HOME, 38.4 FEET NORTH OF THE
 FW1066'CENTERLINE OF HALLWOOD ROAD AND ALONG THE EAST SIDE OF THE
 FW1066'DRIVEWAY TO THE DIX HOME.  A SECTION OF CONCRETE PIPE WAS
 FW1066'PLACED OVER THE STATION.  THE CAP OVER THE PIPE HAS THE STATION
 FW1066'NAME AND YEAR PAINTED THEREON.  ACCESS TO THE STATION CAN BE
 FW1066'MADE BY REMOVING THE CAP.
 FW1066'
 FW1066'R.M. 1 IS 0.45 MILE NORTH OF THE STATION 24.2 FEET EAST OF THE
 FW1066'CENTER OF NORTH BOUND U.S. 13 AND 5 FEET SOUTH OF TELEPHONE
 FW1066'POLE NO. 1470.  THE MARK IS FLUSH WITH THE GROUND.  THE DIX
 FW1066'HOME IS ON LINE BETWEEN THE MARK AND THE STATION.
 FW1066
 FW1066                          STATION RECOVERY (1980)
 FW1066
 FW1066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (GFH)
 FW1066'CONQUEST 1932 RM NO. 1 (AZI), MARK HIT BY ROAD EQUIPMENT.  SUGGEST
 FW1066'INSTALLING NEW MARK.  CONSIDER THIS MARK LOST.
 FW1066'
 FW1066'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.85 MI NORTH OF MAPPSVILLE
 FW1066'POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5516 ***********************************************************************
 HV5516  DESIGNATION -  CONTRARY
 HV5516  PID         -  HV5516
 HV5516  STATE/COUNTY-  VA/LOUISA
 HV5516  USGS QUAD   -  LAKE ANNA WEST (1983)
 HV5516
 HV5516                         *CURRENT SURVEY CONTROL
 HV5516  ___________________________________________________________________
 HV5516* NAD 83(1993)-  38 02 39.05740(N)    077 49 57.12020(W)     ADJUSTED  
 HV5516* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 HV5516  ___________________________________________________________________
 HV5516  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HV5516  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV5516
 HV5516  HORZ ORDER  -  SECOND
 HV5516
 HV5516.The horizontal coordinates were established by classical geodetic methods
 HV5516.and adjusted by the National Geodetic Survey in November 1994..
 HV5516
 HV5516.The orthometric height was scaled from a topographic map.
 HV5516
 HV5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5516
 HV5516.The geoid height was determined by GEOID03.
 HV5516
 HV5516;                    North         East     Units Scale Factor Converg.
 HV5516;SPC VA S     - 1,190,076.805 3,558,590.439   MT  1.00001507   +0 24 18.4
 HV5516;SPC VA S     - 3,904,443.65 11,675,142.13   sFT  1.00001507   +0 24 18.4
 HV5516;UTM  18      - 4,214,505.375   251,435.840   MT  1.00036101   -1 44 47.4
 HV5516
 HV5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5516!SPC VA S     -   0.99998142  x   1.00001507  =   0.99999649
 HV5516!UTM  18      -   0.99998142  x   1.00036101  =   1.00034242
 HV5516
 HV5516:                Primary Azimuth Mark                     Grid Az
 HV5516:SPC VA S     -  CONTRARY AZ MK                           049 44 36.9
 HV5516:UTM  18      -  CONTRARY AZ MK                           051 53 42.7
 HV5516
 HV5516|---------------------------------------------------------------------|
 HV5516| PID    Reference Object                     Distance      Geod. Az  |
 HV5516|                                                           dddmmss.s |
 HV5516| DC6150 CONTRARY AZ MK                                     0500855.3 |
 HV5516| DC6151 CONTRARY RM 1                        23.128 METERS 17023     |
 HV5516| DC6153 CONTRARY RM 3                        17.831 METERS 18636     |
 HV5516| HV5520 MINERAL MUNICIPAL TANK              APPROX. 7.5 KM 2395328.3 |
 HV5516| DC6152 CONTRARY RM 2                        28.432 METERS 26624     |
 HV5516| HV5522 UNIONVILLE AIRWAY BEACON            APPROX.23.4 KM 3310859.1 |
 HV5516|---------------------------------------------------------------------|
 HV5516
 HV5516                          SUPERSEDED SURVEY CONTROL
 HV5516
 HV5516  NAD 83(1986)-  38 02 39.06182(N)    077 49 57.13398(W) AD(       ) 2
 HV5516  NAD 27      -  38 02 38.56400(N)    077 49 58.15600(W) AD(       ) 2
 HV5516
 HV5516.Superseded values are not recommended for survey control.
 HV5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5516.See file dsdata.txt to determine how the superseded data were derived.
 HV5516
 HV5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5143614505(NAD 83)
 HV5516_MARKER: DS = TRIANGULATION STATION DISK
 HV5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5516+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 HV5516
 HV5516  HISTORY     - Date     Condition        Report By
 HV5516  HISTORY     - 1942     MONUMENTED       CGS
 HV5516  HISTORY     - 1964     GOOD             CGS
 HV5516  HISTORY     - 1970     GOOD             NGS
 HV5516  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV5516  HISTORY     - 20021008 GOOD             USPSQD
 HV5516  HISTORY     - 20060327 GOOD             USPSQD
 HV5516
 HV5516                          STATION DESCRIPTION
 HV5516
 HV5516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5516'STATION IS ABOUT 9.5 MILES E OF LOUISA, ABOUT 17.5 MILES SW OF
 HV5516'SPOTSYLVANIA COURTHOUSE, ON PROPERTY OWNED BY J.J. RIGGS.
 HV5516'
 HV5516'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5516'DISKS SET IN CONCRETE.
 HV5516'
 HV5516'STATION MARK IS 56 FEET E OF A TRIANGULAR BLAZED TREE, 61 FEET N
 HV5516'OF COUNTY ROAD 605, 66 FEET NE OF THE INTERSECTION OF COUNTY
 HV5516'ROAD 605 AND WOODS ROAD.  MARK IS STAMPED CONTRARY 1942, AND
 HV5516'PROJECTS 5 INCHES.
 HV5516'
 HV5516'REFERENCE MARK NO. 1 IS 10 PACES SW OF THE INTERSECTION OF COUNTY
 HV5516'ROAD 605 AND WOODS ROAD, 21 FEET N OF THE CENTER LINE OF COUNTY
 HV5516'ROAD 605.  MARK IS STAMPED CONTRARY NO. 1 1942, AND PROJECTS
 HV5516'ABOUT 4 INCHES.
 HV5516'
 HV5516'REFERENCE MARK NO. 2 IS 11 FEET W OF THE CENTER LINE OF THE
 HV5516'WOODS ROAD, AND ABOUT 150 FEET N OF THE CENTER LINE OF COUNTY
 HV5516'ROAD 605.  MARK IS STAMPED CONTRARY NO. 2 1942, AND PROJECTS 4
 HV5516'INCHES.
 HV5516'
 HV5516'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION ON THE PROPERTY
 HV5516'OF J.H. HAYNES.  MARK IS ABOUT 48 FEET NW OF A SMALL BLACKSMITH
 HV5516'SHOP AND 1 FOOT N OF THE NW FENCE CORNER WHICH IS ABOUT 100
 HV5516'FEET N OF THE DRIVE TO HOUSE.  MARK IS STAMPED CONTRARY 1942,
 HV5516'AND PROJECTS 3 INCHES.
 HV5516'
 HV5516'TO REACH FROM SPOTSYLVANIA COURTHOUSE GO S ON STATE HIGHWAY 51
 HV5516'FOR 4 MILES TO SNELL, TURN RIGHT OR W ON STATE HIGHWAY 209 AND
 HV5516'GO 3.75 MILES TO PAVED SIDE ROAD LEFT, COUNTY ROAD 613, TURN
 HV5516'LEFT AND GO 13.7 MILES TO L.C. WARES MAIL BOX AND DIRT SIDE
 HV5516'ROAD LEFT, COUNTY ROAD 652, TURN LEFT SE AND GO 3.35 MILES TO
 HV5516'REVERSE Y, TURN RIGHT ON COUNTY ROAD 605 AND GO 1.0 MILE TO
 HV5516'STATION SITE ON RIGHT AT WOODS ROAD.
 HV5516
 HV5516                          STATION RECOVERY (1964)
 HV5516
 HV5516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5516'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 HV5516'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 HV5516'RECOVERED ALTHOUGH CONSIDERABLE TIME WAS SPENT ATTEMPTING
 HV5516'TO FIND THE MARK.  THE FARM IS DESERTED AND ALL GROWN UP WITH
 HV5516'BRUSH AND WEEDS.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 HV5516'STATE HIGHWAYS 51 AND 209 ARE NOW STATE HIGHWAY 208 AND THE
 HV5516'ROAD AT STATION SITE COUNTY ROAD 605 IS NOW SECONDARY STATE
 HV5516'HIGHWAY 700.  THE STATION MARK IS NOW UNDER A HIGH TENSION LINE
 HV5516'AND 0.5 FOOT NORTH OF A STEEL WITNESS POST.
 HV5516
 HV5516                          STATION RECOVERY (1970)
 HV5516
 HV5516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HV5516'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK NO. 1
 HV5516'WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN
 HV5516'DESTROYED, APPARENTLY BY VANDALS, SO REFERENCE MARK NO. 3 WAS
 HV5516'ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 HV5516'MARK NO. 2.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 HV5516'BECAUSE OF TREES AND THERE IS NO SUITABLE LOCATION FOR ANOTHER
 HV5516'AZIMUTH MARK.  DUE TO THE MANY CHANGES A COMPLETE NEW
 HV5516'DESCRIPTION FOLLOWS.
 HV5516'
 HV5516'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 522 AND SECONDARY
 HV5516'STATE ROAD 618 IN MINERAL GO EASTERLY ON STATE 618 FOR 2.25 MILES
 HV5516'TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON SECONDARY STATE
 HV5516'ROAD 700 FOR 3.7 MILES TO STATION ON LEFT AS DESCRIBED.  CONTINUE
 HV5516'NORTHERLY ON STATE 700 FOR 0.3 MILE TO DRIVEWAY ON LEFT.  TURN
 HV5516'LEFT AND FOLLOW DRIVEWAY 0.1 MILE TO HOUSE.  BEAR LEFT ALONG OLD
 HV5516'LANE, PASSING SOME OLD OUTBUILDINGS, FOR 0.1 MILE TO AZIMUTH
 HV5516'MARK ON RIGHT AS DESCRIBED.
 HV5516'
 HV5516'STATION IS 61 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 49
 HV5516'FEET EAST OF THE CENTER OF NEW RAILROAD GRADE, 38 FEET NORTH OF
 HV5516'CENTER OF WOODS ROAD, 1.0 FOOT NORTH OF STEEL WITNESS POST AND UNDER
 HV5516'TELEPHONE AND ELECTRIC LINES.  THE MARK PROJECTS ABOUT 6
 HV5516'INCHES AND THE DISK IS STAMPED CONTRARY 1942.
 HV5516'
 HV5516'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF RAILROAD GRADE
 HV5516'AND 24 FEET SOUTH OF THE CENTER OF WOODS ROAD.  THE MARK IS FLUSH
 HV5516'WITH THE GROUND AND THE DISK IS STAMPED CONTRARY NO 2 1942.
 HV5516'
 HV5516'REFERENCE MARK NO. 3 IS 42 FEET WEST OF THE CENTERLINE OF ROAD AND
 HV5516'18 FEET SOUTH OF THE CENTERLINE OF WOODS ROAD.  THE MARK PROJECTS
 HV5516'ABOUT 2 INCHES AND THE DISK IS STAMPED CONTRARY 1942 NO 3 1970.
 HV5516'
 HV5516'AZIMUTH MARK IS 8 FEET NORTHWEST OF CENTER OF OLD LAND, 4 FEET EAST
 HV5516'OF SMALL CEDAR TREE AND 1.0 FOOT NORTHEAST OF STEEL WITNESS POST.
 HV5516'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CONTRARY
 HV5516'1942.
 HV5516
 HV5516                          STATION RECOVERY (1998)
 HV5516
 HV5516'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5516'MARK NOT FOUND.
 HV5516
 HV5516                          STATION RECOVERY (2002)
 HV5516
 HV5516'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV5516'STATION FOUND IN GOOD CONDITION. RM2, RM3 AND AZIMUTH NOT FOUND
 HV5516
 HV5516                          STATION RECOVERY (2006)
 HV5516
 HV5516'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HV5516'MARK IS 31FT WEST OF WITNESS POST AND 34.6FT WEST OF A POWER POLE. RM2
 HV5516'FOUND LEANING AND IN POOR CONDITION, AZ AND RM3 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0799 ***********************************************************************
 GW0799  DESIGNATION -  COOK
 GW0799  PID         -  GW0799
 GW0799  STATE/COUNTY-  VA/ALBEMARLE
 GW0799  USGS QUAD   -  COVESVILLE (1984)
 GW0799
 GW0799                         *CURRENT SURVEY CONTROL
 GW0799  ___________________________________________________________________
 GW0799* NAD 83(1993)-  37 56 32.85608(N)    078 39 58.28311(W)     ADJUSTED  
 GW0799* NAVD 88     -       256.392  (meters)     841.18   (feet)  ADJUSTED  
 GW0799  ___________________________________________________________________
 GW0799  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GW0799  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW0799  DYNAMIC HT  -         256.207 (meters)     840.57  (feet)  COMP
 GW0799  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 GW0799
 GW0799  HORZ ORDER  -  SECOND
 GW0799  VERT ORDER  -  SECOND    CLASS 0
 GW0799
 GW0799.The horizontal coordinates were established by classical geodetic methods
 GW0799.and adjusted by the National Geodetic Survey in November 1994..
 GW0799
 GW0799.The orthometric height was determined by differential leveling
 GW0799.and adjusted by the National Geodetic Survey in June 1991..
 GW0799
 GW0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0799
 GW0799.The geoid height was determined by GEOID03.
 GW0799
 GW0799.The dynamic height is computed by dividing the NAVD 88
 GW0799.geopotential number by the normal gravity value computed on the
 GW0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0799.degrees latitude (g = 980.6199 gals.).
 GW0799
 GW0799.The modeled gravity was interpolated from observed gravity values.
 GW0799
 GW0799;                    North         East     Units Scale Factor Converg.
 GW0799;SPC VA S     - 1,178,591.640 3,485,391.818   MT  0.99999567   -0 06 03.1
 GW0799;SPC VA S     - 3,866,762.74 11,434,989.66   sFT  0.99999567   -0 06 03.1
 GW0799;UTM  17      - 4,201,999.772   705,076.266   MT  1.00011801   +1 26 07.8
 GW0799
 GW0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0799!SPC VA S     -   0.99996484  x   0.99999567  =   0.99996051
 GW0799!UTM  17      -   0.99996484  x   1.00011801  =   1.00008284
 GW0799
 GW0799:                Primary Azimuth Mark                     Grid Az
 GW0799:SPC VA S     -  CLAY                                     036 55 09.8
 GW0799:UTM  17      -  CLAY                                     035 22 58.9
 GW0799
 GW0799|---------------------------------------------------------------------|
 GW0799| PID    Reference Object                     Distance      Geod. Az  |
 GW0799|                                                           dddmmss.s |
 GW0799| GW2360 CLAY                                APPROX. 2.6 KM 0364906.7 |
 GW0799| GW0800 COOK RM 1                            15.429 METERS 05543     |
 GW0799|---------------------------------------------------------------------|
 GW0799
 GW0799                          SUPERSEDED SURVEY CONTROL
 GW0799
 GW0799  NAD 83(1986)-  37 56 32.85315(N)    078 39 58.27342(W) AD(       ) 2
 GW0799  NAD 27      -  37 56 32.34299(N)    078 39 59.21000(W) AD(       ) 2
 GW0799  NGVD 29 (??/??/92)  256.596  (m)          841.85   (f) ADJ UNCH    2 0
 GW0799
 GW0799.Superseded values are not recommended for survey control.
 GW0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0799.See file dsdata.txt to determine how the superseded data were derived.
 GW0799
 GW0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0507602000(NAD 83)
 GW0799_MARKER: DE = TRAVERSE STATION DISK
 GW0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0799_STAMPING: COOK 1965
 GW0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0799+STABILITY: SURFACE MOTION
 GW0799
 GW0799  HISTORY     - Date     Condition        Report By
 GW0799  HISTORY     - 1965     MONUMENTED       CGS
 GW0799  HISTORY     - 1965     GOOD             CGS
 GW0799
 GW0799                          STATION DESCRIPTION
 GW0799
 GW0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0799'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF
 GW0799'CHARLOTTESVILLE, 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GW0799'29 AND COUNTY ROAD 692 AND ON MRS. HEART PROPERTY.
 GW0799'
 GW0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW0799'AND U.S. HIGHWAY 250 IN CHARLOTTESVILLE, GO SOUTHERLY ON U.S.
 GW0799'HIGHWAY 29 FOR 11.5 MILES TO THE JUNCTION OF COUNTY ROAD 692,
 GW0799'CONTINUE SOUTHERLY ON U.S. HIGHWAY 29 FOR 0.55 MILE TO A SIDE
 GW0799'ROAD ON THE LEFT, TURN LEFT ON COUNTY ROAD 775 AND GO 0.05
 GW0799'MILE TO A T-ROAD, TURN RIGHT AND GO 0.45 MILE TO A FORK, TAKE
 GW0799'THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO
 GW0799'THE STATION ON THE RIGHT.
 GW0799'
 GW0799'STATION MARK IS 35 FEET WEST OF THE TRACK ROAD, 33 FEET SOUTHWEST
 GW0799'OF TELEPHONE POLE NO. 5854 AND 3.2 FEET NORTHWEST OF A WITNESS
 GW0799'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GW0799'POST, SET FLUSH, AND IS STAMPED COOK 1965.
 GW0799'
 GW0799'REFERENCE MARK NO. 1 IS 17 FEET NORTHEAST OF TELEPHONE POLE
 GW0799'NO. 5854 AND 12 FEET WEST OF THE CENTER OF A TRACK ROAD.  THE
 GW0799'MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 GW0799'PROJECTS 3 INCHES, AND IS STAMPED COOK NO 1 1965.
 GW0799
 GW0799                          STATION RECOVERY (1965)
 GW0799
 GW0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0799'1.1 MI SW FROM NORTH GARDEN.
 GW0799'ABOUT 0.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW0799'OFFICE IN NORTH GARDEN TO COUNTY ROAD 775, THENCE LEFT ON COUNTY
 GW0799'ROAD 775 0.05 MILE TO A T-ROAD, TURN RIGHT AND GO 0.45 MILE TO A
 GW0799'FORK, TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.05
 GW0799'MILE TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH, 100
 GW0799'YARDS SOUTHEAST THROUGH THE WOODS FROM THE APPROXIMATE CENTER
 GW0799'OF U.S. HIGHWAY 29, 35 FEET WEST OF A TRACK ROAD, 33 FEET
 GW0799'SOUTHWEST OF TELEPHONE POLE 5854, 3.2 FEET NORTHWEST OF A METAL
 GW0799'WITNESS SIGN, 50.6 FEET SOUTHWEST OF RM 1, AND IS ABOUT 30 FEET
 GW0799'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4916 ***********************************************************************
 GV4916  DESIGNATION -  COOK
 GV4916  PID         -  GV4916
 GV4916  STATE/COUNTY-  VA/NEW KENT
 GV4916  USGS QUAD   -  NEW KENT (1978)
 GV4916
 GV4916                         *CURRENT SURVEY CONTROL
 GV4916  ___________________________________________________________________
 GV4916* NAD 83(1993)-  37 32 18.09705(N)    076 58 03.65185(W)     ADJUSTED  
 GV4916* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 GV4916  ___________________________________________________________________
 GV4916  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 GV4916  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 GV4916
 GV4916  HORZ ORDER  -  THIRD
 GV4916
 GV4916.The horizontal coordinates were established by classical geodetic methods
 GV4916.and adjusted by the National Geodetic Survey in November 1994..
 GV4916
 GV4916.The orthometric height was scaled from a topographic map.
 GV4916
 GV4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4916
 GV4916.The geoid height was determined by GEOID03.
 GV4916
 GV4916;                    North         East     Units Scale Factor Converg.
 GV4916;SPC VA S     - 1,134,827.543 3,635,413.896   MT  0.99994983   +0 55 48.0
 GV4916;SPC VA S     - 3,723,180.03 11,927,187.09   sFT  0.99994983   +0 55 48.0
 GV4916;UTM  18      - 4,156,416.359   326,156.651   MT  0.99997227   -1 11 57.1
 GV4916
 GV4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4916!SPC VA S     -   1.00000323  x   0.99994983  =   0.99995306
 GV4916!UTM  18      -   1.00000323  x   0.99997227  =   0.99997550
 GV4916
 GV4916|---------------------------------------------------------------------|
 GV4916| PID    Reference Object                     Distance      Geod. Az  |
 GV4916|                                                           dddmmss.s |
 GV4916| DC9139 COOK RM 1                                          12744     |
 GV4916| DC9140 COOK RM 2                                          16453     |
 GV4916| DC9141 COOK RM 3                                          28402     |
 GV4916| GV4919 CUMBER                              APPROX. 0.7 KM 2941214.2 |
 GV4916| GV4950 LAND                                453.992 METERS 3302722.7 |
 GV4916|---------------------------------------------------------------------|
 GV4916
 GV4916                          SUPERSEDED SURVEY CONTROL
 GV4916
 GV4916  NAD 83(1986)-  37 32 18.09828(N)    076 58 03.66742(W) AD(       ) 3
 GV4916  NAD 27      -  37 32 17.58200(N)    076 58 04.78000(W) AD(       ) 3
 GV4916
 GV4916.Superseded values are not recommended for survey control.
 GV4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4916.See file dsdata.txt to determine how the superseded data were derived.
 GV4916
 GV4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2615756416(NAD 83)
 GV4916_MARKER: N = NAIL
 GV4916_SETTING: 0 = UNSPECIFIED SETTING
 GV4916
 GV4916  HISTORY     - Date     Condition        Report By
 GV4916  HISTORY     - 1911     MONUMENTED       CGS
 GV4916  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4916  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4916
 GV4916                          STATION DESCRIPTION
 GV4916
 GV4916'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4916'STATION IS AT ABOUT THE ELEVATION OF HALF TIDE, ON THE RIGHT
 GV4916'BANK OF THE PAMUNKEY RIVER DESCENDING, 94.0 METERS ABOVE THE
 GV4916'UPPER SIDE OF COOKS WHARF, ABOUT 1000 METERS BELOW CUMBERLAND
 GV4916'LANDING.
 GV4916'
 GV4916'STATION IS MARKED BY A GUM STAKE WITH A 12-PENNY NAIL, DRIVEN
 GV4916'TO ONE INCH ABOVE SILT, GOOD FOR SEVERAL YEARS.
 GV4916'
 GV4916'REFERENCE MARK NO. 1 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES,
 GV4916'SET AT THE ROUNDING POINT ABOVE HIGH WATER WHERE IT WILL REMAIN,
 GV4916'DISTANT 45.353 METERS ON A LINE 193 DEG 31 MIN 54 SEC TO
 GV4916'RIGHT OF LINE TO STATION CUMBER.  ITS TOP BEARS BRASS PLATE
 GV4916'WITH ARROW AND LEGEND.
 GV4916'
 GV4916'REFERENCE MARK NO. 2 IS A NAIL IN TRIANGLE CUT IN A 9-INCH
 GV4916'LEANING CHESTNUT TREE, DISTANT 5.203 METERS ON LINE 230 DEG 40
 GV4916'MIN 55 SEC TO RIGHT OF LINE TO STATION CUMBER.
 GV4916'
 GV4916'REFERENCE MARK NO. 3 IS SPIKE IN TRIANGLE CUT ON AN 11-INCH PINE
 GV4916'AT WATERS EDGE, DISTANT 11.946 METERS ON LINE 349 DEG 49 MIN
 GV4916'30 SEC TO THE RIGHT OF LINE TO STATION CUMBER.
 GV4916
 GV4916                          STATION RECOVERY (2000)
 GV4916
 GV4916'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4916'MARK NOT FOUND.
 GV4916
 GV4916                          STATION RECOVERY (2001)
 GV4916
 GV4916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4916
 GV4916                          STATION RECOVERY (2005)
 GV4916
 GV4916'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0800 ***********************************************************************
 GW0800  DESIGNATION -  COOK RM 1
 GW0800  PID         -  GW0800
 GW0800  STATE/COUNTY-  VA/ALBEMARLE
 GW0800  USGS QUAD   -  COVESVILLE (1984)
 GW0800
 GW0800                         *CURRENT SURVEY CONTROL
 GW0800  ___________________________________________________________________
 GW0800* NAD 83(1986)-  37 56 33.     (N)    078 39 58.     (W)     SCALED    
 GW0800* NAVD 88     -       256.917  (meters)     842.90   (feet)  ADJUSTED  
 GW0800  ___________________________________________________________________
 GW0800  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GW0800  DYNAMIC HT  -         256.732 (meters)     842.29  (feet)  COMP
 GW0800  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 GW0800
 GW0800  VERT ORDER  -  SECOND    CLASS 0
 GW0800
 GW0800.The horizontal coordinates were scaled from a topographic map and have
 GW0800.an estimated accuracy of +/- 6 seconds.
 GW0800
 GW0800.The orthometric height was determined by differential leveling
 GW0800.and adjusted by the National Geodetic Survey in June 1991..
 GW0800
 GW0800.The geoid height was determined by GEOID03.
 GW0800
 GW0800.The dynamic height is computed by dividing the NAVD 88
 GW0800.geopotential number by the normal gravity value computed on the
 GW0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0800.degrees latitude (g = 980.6199 gals.).
 GW0800
 GW0800.The modeled gravity was interpolated from observed gravity values.
 GW0800
 GW0800;                    North         East    Units  Estimated Accuracy
 GW0800;SPC VA S     - 1,178,600.    3,485,400.      MT  (+/- 180 meters Scaled)
 GW0800
 GW0800                          SUPERSEDED SURVEY CONTROL
 GW0800
 GW0800  NGVD 29 (??/??/92)  257.121  (m)          843.57   (f) ADJ UNCH    2 0
 GW0800
 GW0800.Superseded values are not recommended for survey control.
 GW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0800.See file dsdata.txt to determine how the superseded data were derived.
 GW0800
 GW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC050020(NAD 83)
 GW0800_MARKER: DR = REFERENCE MARK DISK
 GW0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0800_STAMPING: COOK NO 1 1965
 GW0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0800+STABILITY: SURFACE MOTION
 GW0800
 GW0800  HISTORY     - Date     Condition        Report By
 GW0800  HISTORY     - 1965     MONUMENTED       CGS
 GW0800
 GW0800                          STATION DESCRIPTION
 GW0800
 GW0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0800'1.1 MI SW FROM NORTH GARDEN.
 GW0800'AT THE COOK STATION SITE-- 50.6 FEET NORTHEAST OF THE STATION, 17
 GW0800'FEET NORTHEAST OF TELEPHONE POLE 5854, 12 FEET WEST OF THE
 GW0800'APPROXIMATE CENTER OF A TRACK ROAD, SET IN THE TOP OF A CONCRETE
 GW0800'POST PROJECTING 3-INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 GW0800'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3391 ***********************************************************************
 HW3391  DESIGNATION -  COOLEY
 HW3391  PID         -  HW3391
 HW3391  STATE/COUNTY-  VA/SHENANDOAH
 HW3391  USGS QUAD   -  EDINBURG (1994)
 HW3391
 HW3391                         *CURRENT SURVEY CONTROL
 HW3391  ___________________________________________________________________
 HW3391* NAD 83(1993)-  38 50 26.88248(N)    078 33 59.95445(W)     ADJUSTED  
 HW3391* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HW3391  ___________________________________________________________________
 HW3391  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HW3391  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HW3391
 HW3391  HORZ ORDER  -  SECOND
 HW3391
 HW3391.The horizontal coordinates were established by classical geodetic methods
 HW3391.and adjusted by the National Geodetic Survey in November 1994..
 HW3391
 HW3391.The orthometric height was scaled from a topographic map.
 HW3391
 HW3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3391
 HW3391.The geoid height was determined by GEOID03.
 HW3391
 HW3391;                    North         East     Units Scale Factor Converg.
 HW3391;SPC VA N     - 2,130,330.639 3,494,213.341   MT  0.99995596   -0 02 29.8
 HW3391;SPC VA N     - 6,989,259.77 11,463,931.60   sFT  0.99995596   -0 02 29.8
 HW3391;UTM  17      - 4,301,923.847   711,192.742   MT  1.00014926   +1 31 36.0
 HW3391
 HW3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3391!SPC VA N     -   0.99995782  x   0.99995596  =   0.99991378
 HW3391!UTM  17      -   0.99995782  x   1.00014926  =   1.00010707
 HW3391
 HW3391:                Primary Azimuth Mark                     Grid Az
 HW3391:SPC VA N     -  COOLEY AZ MK                             021 33 41.9
 HW3391:UTM  17      -  COOLEY AZ MK                             019 59 36.1
 HW3391
 HW3391|---------------------------------------------------------------------|
 HW3391| PID    Reference Object                     Distance      Geod. Az  |
 HW3391|                                                           dddmmss.s |
 HW3391| DC4015 COOLEY AZ MK                                       0213112.1 |
 HW3391| DC4017 COOLEY RM 2                          11.375 METERS 03157     |
 HW3391| DC4016 COOLEY RM 1                           9.805 METERS 14313     |
 HW3391|---------------------------------------------------------------------|
 HW3391
 HW3391                          SUPERSEDED SURVEY CONTROL
 HW3391
 HW3391  NAD 83(1986)-  38 50 26.88326(N)    078 33 59.96073(W) AD(       ) 2
 HW3391  NAD 27      -  38 50 26.47850(N)    078 34 00.92230(W) AD(       ) 2
 HW3391
 HW3391.Superseded values are not recommended for survey control.
 HW3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3391.See file dsdata.txt to determine how the superseded data were derived.
 HW3391
 HW3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1119301924(NAD 83)
 HW3391_MARKER: DS = TRIANGULATION STATION DISK
 HW3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3391
 HW3391  HISTORY     - Date     Condition        Report By
 HW3391  HISTORY     - 1957     MONUMENTED       CGS
 HW3391  HISTORY     - 1967     SEE DESCRIPTION  CGS
 HW3391
 HW3391                          STATION DESCRIPTION
 HW3391
 HW3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3391'THE STATION IS LOCATED ABOUT 4.5 MILES, AIRLINE, SOUTHWEST
 HW3391'OF WOODSTOCK AND ABOUT 1.5 MILES NORTH OF EDINBURG ON A
 HW3391'HIGH RIDGE AND ALONG THE RIGHT OF WAY OF COUNTY ROUTE 686,
 HW3391'ON PROPERTY OF MR. CLYDE W. COOLEY AND ABOUT 0.15 MILE SOUTHWEST
 HW3391'OF THE RANCH HOUSE.
 HW3391'
 HW3391'TO REACH FROM THE POST OFFICE IN EDINBURG--GO SOUTHWEST ON
 HW3391'U.S. HIGHWAY 11 FOR 0.05 MILE, THENCE RIGHT AND GO WEST ON
 HW3391'COUNTY ROUTE 675 FOR 0.7 MILE, THENCE RIGHT AND GO NORTHWEST
 HW3391'ON COUNTY ROUTE 684 FOR 0.95 MILE, THENCE RIGHT AND GO NORTHEAST
 HW3391'ON COUNTY ROUTE 686 FOR 0.2 MILE TO THE STATION ON RIGHT.
 HW3391'
 HW3391'THE STATION MARK, STAMPED COOLEY 1957, IS 105 FEET SOUTHWEST
 HW3391'ALONG THE ROAD FROM AN OLD HOUSE, 35 FEET EAST OF POWER
 HW3391'POLE NO. LA 35, 16 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HW3391'11 FEET NORTHEAST OF A PROPERTY LINE FENCE, 3 FEET NORTH
 HW3391'OF A METAL WITNESS POST AND 2 FEET WEST OF A BOARD FENCE.
 HW3391'THE POST PROJECTS 2 INCHES.
 HW3391'
 HW3391'REFERENCE MARK NO. 1, STAMPED COOLEY NO 1 1957, IS 27 FEET
 HW3391'EAST OF A BOARD FENCE AND 6 INCHES NORTH OF A PROPERTY LINE
 HW3391'FENCE.  THE POST PROJECTS 4 INCHES.
 HW3391'
 HW3391'REFERENCE MARK NO. 2, STAMPED COOLEY NO 2 1957, IS 67 FEET
 HW3391'SOUTH OF A LONE TREE, 16 FEET EAST OF THE CENTERLINE OF THE
 HW3391'ROAD AND 1 FOOT WEST OF THE BOARD FENCE.  THE POST PROJECTS
 HW3391'3 INCHES.
 HW3391'
 HW3391'THE AZIMUTH MARK, STAMPED COOLEY 1957, IS 0.25 MILE NORTHEAST
 HW3391'OF THE STATION, 160 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY
 HW3391'TO THE L.F. HOLLERS RESIDENCE, 19 FEET WEST OF THE CENTERLINE
 HW3391'OF COUNTY ROUTE 686 AND 2 FEET EAST OF THE EAST END OF A
 HW3391'FENCE.  THE POST PROJECTS 2 INCHES ABOVE THE GROUND.
 HW3391'
 HW3391'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3391
 HW3391                          STATION RECOVERY (1967)
 HW3391
 HW3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 HW3391'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 HW3391'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HW3391'CONDITION.  THE STATION SURFACE MARK AND REFERENCE MARK
 HW3391'NO. 2 HAD BEEN KNOCKED OUT OF THE GROUND BY HIGHWAY CONSTRUCTION
 HW3391'MACHINERY AND SET BACK IN THE HOLES BUT OUT OF POSITION.
 HW3391'A NEW STATION SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 HW3391'MARK.  REFERENCE MARK NO. 2 WAS FOUND TO BE FIRM IN THE GROUND
 HW3391'BUT THE ARROW POINTS ABOUT 60 DEGREES FROM STATION MARK.
 HW3391'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 HW3391'NO. 1 BUT THE DIRECTION CHECKED THE ORIGINAL OBSERVATIONS.
 HW3391'THE ORIGINAL STATION DESCRIPTION IS ADEQUATE EXCEPT THE
 HW3391'STATION MARK IS NOW A CONCRETE MONUMENT ABOUT 10 INCHES IN
 HW3391'DIAMETER, PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 HW3391'COOLEY 1957 1967.
 HW3391'
 HW3391'SINCE THE NEW INTERSTATE HIGHWAY HAS CHANGED THE ROUTING
 HW3391'OF THE ROADS A NEW TO REACH STATION DESCRIPTION FOLLOWS.
 HW3391'TO REACH FROM THE POST OFFICE IN EDINBURG GO SOUTHWEST ON
 HW3391'U.S. HIGHWAY 11 FOR 0.2 MILE TO SECONDARY STATE ROAD 675.
 HW3391'TURN RIGHT AND GO 1.0 MILE TO SIDE ROAD RIGHT.  TURN RIGHT
 HW3391'ON SECONDARY STATE ROAD 686 AND GO 0.95 MILE TO STATION
 HW3391'ON RIGHT AS DESCRIBED.  CONTINUE NORTHEASTERLY FOR 0.25
 HW3391'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 HW3391'
 HW3391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 HW3391'NORTH OF EDINBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3461 ***********************************************************************
 GA3461  DESIGNATION -  COOMER
 GA3461  PID         -  GA3461
 GA3461  STATE/COUNTY-  VA/LEE
 GA3461  USGS QUAD   -  BIG STONE GAP (1991)
 GA3461
 GA3461                         *CURRENT SURVEY CONTROL
 GA3461  ___________________________________________________________________
 GA3461* NAD 83(1993)-  36 47 01.92608(N)    082 51 05.87450(W)     ADJUSTED  
 GA3461* NAVD 88     -       592.72   (+/-2cm)    1944.6    (feet)  VERTCON   
 GA3461  ___________________________________________________________________
 GA3461  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 GA3461  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA3461
 GA3461  HORZ ORDER  -  SECOND
 GA3461  VERT ORDER  -  THIRD ? (See Below)
 GA3461
 GA3461.The horizontal coordinates were established by classical geodetic methods
 GA3461.and adjusted by the National Geodetic Survey in December 1995..
 GA3461
 GA3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3461.The vertical order pertains to the NGVD 29 superseded value.
 GA3461
 GA3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3461
 GA3461.The geoid height was determined by GEOID03.
 GA3461
 GA3461;                    North         East     Units Scale Factor Converg.
 GA3461;SPC VA S     - 1,058,949.105 3,111,699.145   MT  0.99999692   -2 38 28.0
 GA3461;SPC VA S     - 3,474,235.52 10,208,966.28   sFT  0.99999692   -2 38 28.0
 GA3461;UTM  17      - 4,072,495.603   334,775.739   MT  0.99993632   -1 06 32.4
 GA3461
 GA3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3461!SPC VA S     -   0.99991182  x   0.99999692  =   0.99990874
 GA3461!UTM  17      -   0.99991182  x   0.99993632  =   0.99984814
 GA3461
 GA3461|---------------------------------------------------------------------|
 GA3461| PID    Reference Object                     Distance      Geod. Az  |
 GA3461|                                                           dddmmss.s |
 GA3461| DB9085 COOMER RM 1                           4.779 METERS 06310     |
 GA3461| GA1446 COOMER AZ MK                                       3244716.4 |
 GA3461|---------------------------------------------------------------------|
 GA3461
 GA3461                          SUPERSEDED SURVEY CONTROL
 GA3461
 GA3461  NAD 83(1993)-  36 47 01.92779(N)    082 51 05.87638(W) AD(       ) 2
 GA3461  NAD 83(1986)-  36 47 01.93484(N)    082 51 05.88014(W) AD(       ) 2
 GA3461  NAD 27      -  36 47 01.60452(N)    082 51 06.29506(W) AD(       ) 2
 GA3461  NGVD 29 (07/19/86)  592.86   (m)         1945.1    (f) LEVELING    3  
 GA3461
 GA3461.Superseded values are not recommended for survey control.
 GA3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3461.See file dsdata.txt to determine how the superseded data were derived.
 GA3461
 GA3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3477672496(NAD 83)
 GA3461_MARKER: DE = TRAVERSE STATION DISK
 GA3461_SETTING: 66 = SET IN ROCK OUTCROP
 GA3461
 GA3461  HISTORY     - Date     Condition        Report By
 GA3461  HISTORY     - 1963     MONUMENTED       CGS
 GA3461
 GA3461                          STATION DESCRIPTION
 GA3461
 GA3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3461'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF BIG
 GA3461'STONE GAP.  THE PROPERTY IS OWNED BY MR. COOMER.
 GA3461'
 GA3461'TO REACH THE STATION FROM THE POST OFFICE IN BIG STONE GAP,
 GA3461'GO WESTERLY ON U.S. HIGHWAY 58 ALT. FOR 7.5 MILES TO A SIDE
 GA3461'ROAD LEFT, TURN LEFT ON COUNTY ROAD 773 AND GO 0.6 MILE TO
 GA3461'THE END OF THE ROAD AT THE HOME OF MR. COOMER AND THE STATION
 GA3461'ON THE RIGHT.
 GA3461'
 GA3461'THE STATION MARK IS 20.2 FEET WEST OF THE NORTHEAST CORNER
 GA3461'OF BARN AND 8.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF BARN.
 GA3461'IT IS A STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN
 GA3461'OUTCROPPING BEDROCK WHICH PROJECTS 8-INCHES ON THE NORTH
 GA3461'SIDE AND STAMPED COOMER 1963.
 GA3461'
 GA3461'REFERENCE MARK NO. 1 IS 5.8 FEET NORTHWEST OF THE NORTHEAST
 GA3461'CORNER OF BARN.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 GA3461'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3-INCHES AND STAMPED
 GA3461'COOMER NO 1 1963.
 GA3461'
 GA3461'THE AZIMUTH MARK IS 91.5 FEET NORTHWEST OF THE CENTER LINE
 GA3461'OF U.S. HIGHWAY 58 ALT., 55.4 FEET SOUTHEAST OF THE SOUTHEAST
 GA3461'CORNER OF MR. H.T. FARMER HOUSE AND 13 FEET WEST OF THE
 GA3461'APPROXIMATE CENTER OF MR. FARMERS DRIVE-WAY.  IT IS A STANDARD
 GA3461'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH
 GA3461'AND STAMPED COOMER 1963.
 GA3461'
 GA3461'TO REACH THE AZIMUTH MARK FROM THE JUNCTION U.S. HIGHWAY 58
 GA3461'ALT. AND COUNTY ROAD 773, GO WESTERLY ON U.S. HIGHWAY 58 ALT.
 GA3461'FOR ABOUT 50 FEET TO MR. FARMER DRIVEWAY ON THE RIGHT AND THE
 GA3461'MARK.
 GA3461'
 GA3461'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1446 ***********************************************************************
 GA1446  DESIGNATION -  COOMER AZ MK
 GA1446  PID         -  GA1446
 GA1446  STATE/COUNTY-  VA/LEE
 GA1446  USGS QUAD   -  BIG STONE GAP (1991)
 GA1446
 GA1446                         *CURRENT SURVEY CONTROL
 GA1446  ___________________________________________________________________
 GA1446* NAD 83(1986)-  36 47 20.     (N)    082 51 21.     (W)     SCALED    
 GA1446* NAVD 88     -       504.436  (meters)    1654.97   (feet)  ADJUSTED  
 GA1446  ___________________________________________________________________
 GA1446  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1446  DYNAMIC HT  -         503.994 (meters)    1653.52  (feet)  COMP
 GA1446  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 GA1446
 GA1446  VERT ORDER  -  SECOND    CLASS 0
 GA1446
 GA1446.The horizontal coordinates were scaled from a topographic map and have
 GA1446.an estimated accuracy of +/- 6 seconds.
 GA1446
 GA1446.The orthometric height was determined by differential leveling
 GA1446.and adjusted by the National Geodetic Survey in June 1991..
 GA1446
 GA1446.The geoid height was determined by GEOID03.
 GA1446
 GA1446.The dynamic height is computed by dividing the NAVD 88
 GA1446.geopotential number by the normal gravity value computed on the
 GA1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1446.degrees latitude (g = 980.6199 gals.).
 GA1446
 GA1446.The modeled gravity was interpolated from observed gravity values.
 GA1446
 GA1446;                    North         East    Units  Estimated Accuracy
 GA1446;SPC VA S     - 1,059,520.    3,111,350.      MT  (+/- 180 meters Scaled)
 GA1446
 GA1446                          SUPERSEDED SURVEY CONTROL
 GA1446
 GA1446.No superseded survey control is available for this station.
 GA1446
 GA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA344730(NAD 83)
 GA1446_MARKER: DZ = AZIMUTH MARK DISK
 GA1446_SETTING: 66 = SET IN ROCK OUTCROP
 GA1446_SP_SET: OUTCROP OF BEDROCK
 GA1446_STAMPING: COOMER 1963
 GA1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1446+STABILITY: POSITION/ELEVATION WELL
 GA1446
 GA1446  HISTORY     - Date     Condition        Report By
 GA1446  HISTORY     - 1963     MONUMENTED       CGS
 GA1446
 GA1446                          STATION DESCRIPTION
 GA1446
 GA1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1446'7.5 MI W FROM BIG STONE GAP.
 GA1446'ABOUT 7.5 MILES WEST ALONG U.S. ALTERNATE 58 FROM THE POST OFFICE
 GA1446'AT BIG STONE GAP TO THE MARK SET IN THE TOP OF AN OUTCROP OF
 GA1446'BEDROCK IN FRONT OF MR. H.T. FARMERS HOUSE, 91.5 FEET NORTHWEST
 GA1446'OF THE CENTERLINE OF HIGHWAY, 55.4 FEET SOUTHEAST OF SOUTHEAST
 GA1446'CORNER OF MR. FARMERS HOUSE, 13.0 FEET WEST OF A DRIVEWAY AND IS
 GA1446'ABOUT 4.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3019 ***********************************************************************
 FX3019  DESIGNATION -  COON
 FX3019  PID         -  FX3019
 FX3019  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3019  USGS QUAD   -  LITTLE CREEK (1989)
 FX3019
 FX3019                         *CURRENT SURVEY CONTROL
 FX3019  ___________________________________________________________________
 FX3019* NAD 83(1993)-  36 55 22.00671(N)    076 10 34.13808(W)     ADJUSTED  
 FX3019* NAVD 88     -                                                        
 FX3019  ___________________________________________________________________
 FX3019  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FX3019  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX3019
 FX3019  HORZ ORDER  -  THIRD
 FX3019
 FX3019.The horizontal coordinates were established by classical geodetic methods
 FX3019.and adjusted by the National Geodetic Survey in September 1995..
 FX3019
 FX3019
 FX3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3019
 FX3019.The geoid height was determined by GEOID03.
 FX3019
 FX3019;                    North         East     Units Scale Factor Converg.
 FX3019;SPC VA S     - 1,067,961.687 3,707,032.793   MT  0.99997533   +1 24 37.4
 FX3019;SPC VA S     - 3,503,804.30 12,162,156.76   sFT  0.99997533   +1 24 37.4
 FX3019;UTM  18      - 4,086,952.092   395,243.048   MT  0.99973519   -0 42 23.8
 FX3019
 FX3019                          SUPERSEDED SURVEY CONTROL
 FX3019
 FX3019  NAD 83(1986)-  36 55 22.01253(N)    076 10 34.17607(W) AD(       ) 4
 FX3019  NAD 27      -  36 55 21.48300(N)    076 10 35.40400(W) AD(       ) 3
 FX3019
 FX3019.Superseded values are not recommended for survey control.
 FX3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3019.See file dsdata.txt to determine how the superseded data were derived.
 FX3019
 FX3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9524386952(NAD 83)
 FX3019_MARKER: 14 = NAVIGATION LIGHT
 FX3019
 FX3019  HISTORY     - Date     Condition        Report By
 FX3019  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3019  HISTORY     - 1943     GOOD             CGS
 FX3019  HISTORY     - 1944     MARK NOT FOUND   CGS
 FX3019
 FX3019                          STATION DESCRIPTION
 FX3019
 FX3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (ELP)
 FX3019'CENTER OF THE LANTERN ON A PRIVATELY OPERATED LIGHTED BEACON
 FX3019'IN THE DREDGED CHANNEL OF LITTLE CREEK, ON CHESAPEAKE BAY.
 FX3019'WHEN ENTERING, THIS LIGHT IS THE SECOND ON THE PORT SIDE OF THE
 FX3019'CHANNEL AFTER THE LARGE LIGHT ON THE OUTER END OF THE EAST
 FX3019'JETTY AND IS JUST TO THE NORTH OF THE ENTRANCE OF THE NORTHEAST
 FX3019'ARM OF LITTLE CREEK INTO THE DREDGED CHANNEL.  THE LANTERN IS
 FX3019'FIXED ON THE TOP OF A STEEL TOWER AT ABOUT 18 FEET ABOVE MEAN
 FX3019'LOW WATER.  THE BASE OF THE TOWER IS SECURED ON A PLATFORM
 FX3019'SUPPORTED AT ABOUT 8 FEET ABOVE MEAN LOW WATER BY THREE
 FX3019'TEN-INCH PILES DRIVEN VERTICALLY AND SO THAT THEY FORM A
 FX3019'TRIANGLE ABOUT 8 FEET ON A SIDE.
 FX3019'
 FX3019'CHARACTERISTIC OF LIGHT--WHITE, FLASH EVERY 3 SECONDS.
 FX3019
 FX3019                          STATION RECOVERY (1943)
 FX3019
 FX3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3019'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX3019
 FX3019                          STATION RECOVERY (1944)
 FX3019
 FX3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LCJ)
 FX3019'LOST.  STRUCTURE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3508 ***********************************************************************
 FX3508  DESIGNATION -  COOPER
 FX3508  PID         -  FX3508
 FX3508  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3508  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3508
 FX3508                         *CURRENT SURVEY CONTROL
 FX3508  ___________________________________________________________________
 FX3508* NAD 83(1993)-  36 57 21.06293(N)    076 29 09.52791(W)     ADJUSTED  
 FX3508* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3508  ___________________________________________________________________
 FX3508  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 FX3508  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 FX3508
 FX3508  HORZ ORDER  -  THIRD
 FX3508
 FX3508.The horizontal coordinates were established by classical geodetic methods
 FX3508.and adjusted by the National Geodetic Survey in September 1995..
 FX3508
 FX3508.The orthometric height was scaled from a topographic map.
 FX3508
 FX3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3508
 FX3508.The geoid height was determined by GEOID03.
 FX3508
 FX3508;                    North         East     Units Scale Factor Converg.
 FX3508;SPC VA S     - 1,070,996.687 3,679,356.085   MT  0.99997105   +1 13 20.5
 FX3508;SPC VA S     - 3,513,761.63 12,071,354.09   sFT  0.99997105   +1 13 20.5
 FX3508;UTM  18      - 4,091,006.314   367,702.793   MT  0.99981562   -0 53 36.6
 FX3508
 FX3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3508!SPC VA S     -   1.00000577  x   0.99997105  =   0.99997682
 FX3508!UTM  18      -   1.00000577  x   0.99981562  =   0.99982139
 FX3508
 FX3508:                Primary Azimuth Mark                     Grid Az
 FX3508:SPC VA S     -  NEWPORT NEWS SHIPYARD RED TANK           052 38 38.8
 FX3508:UTM  18      -  NEWPORT NEWS SHIPYARD RED TANK           054 45 35.9
 FX3508
 FX3508|---------------------------------------------------------------------|
 FX3508| PID    Reference Object                     Distance      Geod. Az  |
 FX3508|                                                           dddmmss.s |
 FX3508| FX3542 NEWPORT NEWS SHIPYARD RED TANK      APPROX. 5.4 KM 0535159.3 |
 FX3508| DC8751 COOPER RM 1                                        19457     |
 FX3508| DC8752 COOPER RM 2                                        27944     |
 FX3508|---------------------------------------------------------------------|
 FX3508
 FX3508                          SUPERSEDED SURVEY CONTROL
 FX3508
 FX3508  NAD 83(1986)-  36 57 21.06808(N)    076 29 09.56265(W) AD(       ) 3
 FX3508  NAD 27      -  36 57 20.53500(N)    076 29 10.74000(W) AD(       ) 3
 FX3508
 FX3508.Superseded values are not recommended for survey control.
 FX3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3508.See file dsdata.txt to determine how the superseded data were derived.
 FX3508
 FX3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6770391006(NAD 83)
 FX3508_MARKER: DS = TRIANGULATION STATION DISK
 FX3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3508
 FX3508  HISTORY     - Date     Condition        Report By
 FX3508  HISTORY     - 1942     MONUMENTED       VACF
 FX3508  HISTORY     - 1942     GOOD             CGS
 FX3508
 FX3508                          STATION DESCRIPTION
 FX3508
 FX3508'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1942 (HCW)
 FX3508'THIS STATION WAS ORIGINALLY ESTABLISHED BY THE VIRGINIA COMMISSION
 FX3508'OF FISHERIES.  IT IS ON THE WEST SIDE OF THE JAMES RIVER
 FX3508'APPROXIMATELY 1-1/2 MILES SOUTH OF THE JAMES RIVER BRIDGE.  IT IS
 FX3508'APPROXIMATELY 225 METERS SOUTH OF THE SOUTH BANK OF CAPPER
 FX3508'CREEK.  IT IS ON A HIGH SPOT IN THE MARSH ON THE HWL.  THERE
 FX3508'IS A SMALL SAND BEACH IN THIS VICINITY.  THE STATION PROJECTS 4
 FX3508'IN ABOVE THE GROUND AND THE DISC IS STAMPED COOPER VCF 1941.
 FX3508'IT IS SET ACCORDING TO NOTE 1A.
 FX3508'
 FX3508'R.M. NO. 1, STAMPED 1 1941 IS SOUTH ALONG THE BEACH FROM THE MARK.
 FX3508'R.M. NO. 2 STAMPED 2 1941 IS WEST OF THE MARK.  THE R.M.S PROJECT
 FX3508'ABOVE THE GROUND APPROXIMATELY 18 IN, SET ACCORDING TO NOTE 11A.
 FX3508'ALL THREE MARKS ARE SET ON A 2 IN X 4 IN PINE TIMBER DRIVEN INTO
 FX3508'THE MARSH UNTIL SOLID.  A 1/2 IN IRON PIPE WAS DRIVEN INTO THE
 FX3508'GROUND 2.000 METERS SW OF THE MARK, THE MARK, PIPE, AND THE NE
 FX3508'TOWER OF THE JAMES RIVER BRIDGE ARE ON RANGE.
 FX3508
 FX3508                          STATION RECOVERY (1942)
 FX3508
 FX3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3508'1942 DESCRIPTION ADEQUATE.
 FX3508'
 FX3508'NOTE--STATION IS ON WATER LINE.  WILL BE WASHED OUT IN SHORT LENGTH
 FX3508'OF TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3509 ***********************************************************************
 FX3509  DESIGNATION -  COOPER 2 DOG F 1909
 FX3509  PID         -  FX3509
 FX3509  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3509  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3509
 FX3509                         *CURRENT SURVEY CONTROL
 FX3509  ___________________________________________________________________
 FX3509* NAD 83(1993)-  36 57 26.91961(N)    076 29 11.84010(W)     ADJUSTED  
 FX3509* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3509  ___________________________________________________________________
 FX3509  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 FX3509  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FX3509
 FX3509  HORZ ORDER  -  THIRD
 FX3509
 FX3509.The horizontal coordinates were established by classical geodetic methods
 FX3509.and adjusted by the National Geodetic Survey in September 1995..
 FX3509
 FX3509.The orthometric height was scaled from a topographic map.
 FX3509
 FX3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3509
 FX3509.The geoid height was determined by GEOID03.
 FX3509
 FX3509;                    North         East     Units Scale Factor Converg.
 FX3509;SPC VA S     - 1,071,175.964 3,679,295.047   MT  0.99997085   +1 13 19.1
 FX3509;SPC VA S     - 3,514,349.81 12,071,153.83   sFT  0.99997085   +1 13 19.1
 FX3509;UTM  18      - 4,091,187.695   367,648.423   MT  0.99981580   -0 53 38.1
 FX3509
 FX3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3509!SPC VA S     -   1.00000561  x   0.99997085  =   0.99997646
 FX3509!UTM  18      -   1.00000561  x   0.99981580  =   0.99982141
 FX3509
 FX3509:                Primary Azimuth Mark                     Grid Az
 FX3509:SPC VA S     -  NEW USE PORT F 1909                      082 11 54.9
 FX3509:UTM  18      -  NEW USE PORT F 1909                      084 18 52.1
 FX3509
 FX3509|---------------------------------------------------------------------|
 FX3509| PID    Reference Object                     Distance      Geod. Az  |
 FX3509|                                                           dddmmss.s |
 FX3509| FX3530 NEW USE PORT F 1909                 APPROX. 6.4 KM 0832514.0 |
 FX3509| FX3504 CEDAR FLAG                          APPROX. 4.2 KM 1784623.9 |
 FX3509|---------------------------------------------------------------------|
 FX3509
 FX3509                          SUPERSEDED SURVEY CONTROL
 FX3509
 FX3509  NAD 83(1986)-  36 57 26.92469(N)    076 29 11.87455(W) AD(       ) 3
 FX3509  NAD 27      -  36 57 26.38500(N)    076 29 13.06200(W) AD(       ) 3
 FX3509
 FX3509.Superseded values are not recommended for survey control.
 FX3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3509.See file dsdata.txt to determine how the superseded data were derived.
 FX3509
 FX3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6764891188(NAD 83)
 FX3509_MARKER: Z = SEE DESCRIPTION
 FX3509_SETTING: 0 = UNSPECIFIED SETTING
 FX3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3509
 FX3509  HISTORY     - Date     Condition        Report By
 FX3509  HISTORY     - 1909     MONUMENTED       CGS
 FX3509  HISTORY     - 1941     MARK NOT FOUND   CGS
 FX3509  HISTORY     - 1942     MARK NOT FOUND   CGS
 FX3509
 FX3509                          STATION DESCRIPTION
 FX3509
 FX3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 FX3509'STATION IS A TRIPOD ERECTED CLOSE TO THE SIDE OF OLD STATION
 FX3509'COOPER EVIDENTLY WASHED AWAY.  FOUND ONE OF THE OLD CEDAR
 FX3509'STAKES IN LINE TO OLD STATION BARREL (FRONT STAKE) ON DRY
 FX3509'GROUND.  STATION 89 FEET FROM THERE, WITH STATION BARREL
 FX3509'COVERED BY WATER.  FOUND NO SIGNS OF OTHER MARKING.  ERECTED
 FX3509'SIGNAL WITHIN ABOUT 20 OR 30 FEET OF FORMER LOCATION OF STATION
 FX3509'COOPER, ON DRY GROUND, WASHED OVER BY EXTRA HIGH TIDES.
 FX3509
 FX3509                          STATION RECOVERY (1941)
 FX3509
 FX3509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3509'NO DESCRIPTION WAS AVAILABLE FOR THIS STATION.  THE TOPOGRAPHER
 FX3509'WAS UNABLE TO LOCATE THE STATION, THE PLOTTED POSITION FALLS
 FX3509'BETWEEN THE HIGH WATER LINE AND THE LOW WATER LINE.  IT IS
 FX3509'BELIEVED THE STATION HAS BEEN WASHED OUT.
 FX3509
 FX3509                          STATION RECOVERY (1942)
 FX3509
 FX3509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3509'NOT FOUND, RECOMMEND IT BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5315 ***********************************************************************
 GV5315  DESIGNATION -  COPELAND
 GV5315  PID         -  GV5315
 GV5315  STATE/COUNTY-  VA/CHARLES CITY
 GV5315  USGS QUAD   -  CHARLES CITY (1987)
 GV5315
 GV5315                         *CURRENT SURVEY CONTROL
 GV5315  ___________________________________________________________________
 GV5315* NAD 83(1993)-  37 18 39.08954(N)    077 04 25.34153(W)     ADJUSTED  
 GV5315* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 GV5315  ___________________________________________________________________
 GV5315  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 GV5315  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 GV5315
 GV5315  HORZ ORDER  -  THIRD
 GV5315
 GV5315.The horizontal coordinates were established by classical geodetic methods
 GV5315.and adjusted by the National Geodetic Survey in September 1995..
 GV5315
 GV5315.The orthometric height was scaled from a topographic map.
 GV5315
 GV5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5315
 GV5315.The geoid height was determined by GEOID03.
 GV5315
 GV5315;                    North         East     Units Scale Factor Converg.
 GV5315;SPC VA S     - 1,109,435.491 3,626,426.462   MT  0.99994589   +0 51 56.4
 GV5315;SPC VA S     - 3,639,872.94 11,897,700.82   sFT  0.99994589   +0 51 56.4
 GV5315;UTM  18      - 4,131,374.031   316,232.900   MT  1.00001601   -1 15 26.3
 GV5315
 GV5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5315!SPC VA S     -   1.00000304  x   0.99994589  =   0.99994893
 GV5315!UTM  18      -   1.00000304  x   1.00001601  =   1.00001905
 GV5315
 GV5315|---------------------------------------------------------------------|
 GV5315| PID    Reference Object                     Distance      Geod. Az  |
 GV5315|                                                           dddmmss.s |
 GV5315| DC5262 COPELAND RM 1                                      08531     |
 GV5315| GV5327 JCO USE 1938                         61.560 METERS 21903     |
 GV5315| GV5319 ELEVATED WATER TANK 2               APPROX. 3.2 KM 2881006.4 |
 GV5315| GV5318 ELEVATED WATER TANK 1               APPROX. 4.4 KM 2915934.7 |
 GV5315| GV5325 HOUSE ON BLUFF SOUTH GABLE          APPROX. 2.2 KM 2923802.8 |
 GV5315| DC5263 COPELAND RM 2                                      35129     |
 GV5315|---------------------------------------------------------------------|
 GV5315
 GV5315                          SUPERSEDED SURVEY CONTROL
 GV5315
 GV5315  NAD 83(1993)-  37 18 39.09092(N)    077 04 25.34267(W) AD(       ) 3
 GV5315  NAD 83(1986)-  37 18 39.09389(N)    077 04 25.35952(W) AD(       ) 3
 GV5315  NAD 27      -  37 18 38.56100(N)    077 04 26.46800(W) AD(       ) 3
 GV5315
 GV5315.Superseded values are not recommended for survey control.
 GV5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5315.See file dsdata.txt to determine how the superseded data were derived.
 GV5315
 GV5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1623331374(NAD 83)
 GV5315_MARKER: DS = TRIANGULATION STATION DISK
 GV5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5315
 GV5315  HISTORY     - Date     Condition        Report By
 GV5315  HISTORY     - 1938     MONUMENTED       CGS
 GV5315  HISTORY     - 1942     GOOD             CGS
 GV5315  HISTORY     - 1958     MARK NOT FOUND   CGS
 GV5315  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV5315  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5315  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5315
 GV5315                          STATION DESCRIPTION
 GV5315
 GV5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5315'STATION IS ON THE NORTHEAST SHORE OF THE JAMES RIVER, EAST
 GV5315'BY NORTH FROM WINDMILL POINT, ABOUT 3/4 MILES DOWNSTREAM
 GV5315'(SOUTH BY EAST) FROM THE MOUTH OF QUEENS CREEK, ON THE MOST
 GV5315'PROMINENT BLUFF IN THE VICINITY, ON A POINT OF THE BLUFF
 GV5315'FORMED BY A DEEP RAVINE RUNNING INTO THE BLUFF TO THE NORTHEAST.
 GV5315'THIS RAVINE CAN BE LOCATED READILY FROM THE RIVER BY THE
 GV5315'COTTAGE AT ITS MOUTH NEAR THE BANK OF THE RIVER AND THE POINT
 GV5315'OF THE BLUFF.  THE STATION IS ON THE NORTH SIDE OF THE RAVINE,
 GV5315'36 FEET INSHORE FROM THE EDGE OF THE RIVER BLUFF, MEASURED
 GV5315'IN THE DIRECTION OF WINDMILL POINT, 44 FEET FROM THE POINT
 GV5315'OF BLUFF AT STAIRWAY LEADING DOWN POINT OF BLUFF TO COTTAGE
 GV5315'AT RIVER, AND 55 FEET FROM A 24-INCH OAK WITH TRIANGULAR
 GV5315'BLAZE ON NORTHWEST EDGE OF RAVINE.  THIS TREE IS THE
 GV5315'LARGEST ONE OF MANY TREES ON THE NORTHWEST SIDE OF THE
 GV5315'RAVINE.  THE STATION IS ON THE PROPERTY OF MR. COPELAND,
 GV5315'ON THE EDGE OF HIS CULTIVATED FIELD AND AT THE END OF A ROAD
 GV5315'LEADING IN FROM THE HIGHWAY TO THE COTTAGE AT THE FOOT OF
 GV5315'THE BLUFF.  THE STATION MARK PROJECTS ABOUT 3 INCHES
 GV5315'ABOVE THE SURFACE OF THE GROUND.
 GV5315'
 GV5315'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5315'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV5315'
 GV5315'REFERENCE MARK NO. 1 IS AMONG THE TREES BETWEEN THE ROAD
 GV5315'AND THE HEAD OF THE RAVINE.  REFERENCE MARK NO. 2 IS 5 METERS
 GV5315'EAST OF THE EDGE OF THE RIVER BLUFF BETWEEN THE CULTIVATED
 GV5315'GROUND AND THE FRINGLE OF TREES THAT GROW ALONG THE EDGE OF
 GV5315'THE BLUFF.
 GV5315'
 GV5315'A 100-FOOT TOWER WAS NECESSARY HERE TO SEE THE GROUND AT
 GV5315'STATION DUNN.  A 60-FOOT TOWER IS NECESSARY TO CLEAR THE
 GV5315'LOCAL TREES TO SOUTH AND EAST.  THE FRINGE OF TREES ALONG THE
 GV5315'EDGE OF THE BLUFF COULD BE CLEARED READILY, MAKING WINDMILL
 GV5315'POINT AND THE NORTH SHORE OF THE RIVER IN THE VICINITY OF
 GV5315'WILLCOX WHARF VISIBLE FROM THE GROUND AT THE STATION.
 GV5315'
 GV5315'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV5315
 GV5315                          STATION RECOVERY (1942)
 GV5315
 GV5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5315'1938 DESCRIPTION ADEQUATE.
 GV5315
 GV5315                          STATION RECOVERY (1958)
 GV5315
 GV5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 GV5315'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 GV5315'CULTURE IN VICINITY OF MARKS HAS CHANGED, BUT 24 INCH OAK TREE
 GV5315'WITH TRIANGULAR BLAZE ON NORTHWEST EDGE OF RAVINE STILL EXISTS.
 GV5315
 GV5315                          STATION RECOVERY (1996)
 GV5315
 GV5315'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5315'MARK NOT FOUND.
 GV5315
 GV5315                          STATION RECOVERY (2000)
 GV5315
 GV5315'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5315'MARK NOT FOUND.
 GV5315
 GV5315                          STATION RECOVERY (2001)
 GV5315
 GV5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3903 ***********************************************************************
 HV3903  DESIGNATION -  COPPER BOLT USGS
 HV3903  PID         -  HV3903
 HV3903  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3903  USGS QUAD   -  NOKESVILLE (1994)
 HV3903
 HV3903                         *CURRENT SURVEY CONTROL
 HV3903  ___________________________________________________________________
 HV3903* NAD 83(1986)-  38 42 38.     (N)    077 33 30.     (W)     SCALED    
 HV3903* NAVD 88     -        70.09   (+/-2cm)     230.0    (feet)  VERTCON   
 HV3903  ___________________________________________________________________
 HV3903  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV3903
 HV3903  VERT ORDER  -  ? (See Below)
 HV3903
 HV3903.The horizontal coordinates were scaled from a topographic map and have
 HV3903.an estimated accuracy of +/- 6 seconds.
 HV3903
 HV3903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3903.The vertical order pertains to the NGVD 29 superseded value.
 HV3903
 HV3903.The geoid height was determined by GEOID03.
 HV3903
 HV3903;                    North         East    Units  Estimated Accuracy
 HV3903;SPC VA N     - 2,116,290.    3,581,900.      MT  (+/- 180 meters Scaled)
 HV3903
 HV3903                          SUPERSEDED SURVEY CONTROL
 HV3903
 HV3903  NGVD 29 (??/??/??)   70.340  (m)          230.77   (f) ADJUSTED    ?  
 HV3903
 HV3903.Superseded values are not recommended for survey control.
 HV3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3903.See file dsdata.txt to determine how the superseded data were derived.
 HV3903
 HV3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH775877(NAD 83)
 HV3903_MARKER: B = BOLT
 HV3903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3903_SP_SET: BRIDGE
 HV3903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3903
 HV3903  HISTORY     - Date     Condition        Report By
 HV3903  HISTORY     - UNK      MONUMENTED       USGS
 HV3903  HISTORY     - 1935     GOOD             CGS
 HV3903
 HV3903                          STATION DESCRIPTION
 HV3903
 HV3903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3903'1.5 MI NE FROM NOKESVILLE.
 HV3903'ABOUT 1.5 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3903'POST OFFICE AT NOKESVILLE, PRINCE WILLIAM COUNTY, ABOUT 215 FEET
 HV3903'SOUTHWEST OF MILEPOST 38, IN THE TOP OF THE CONCRETE HEAD WALL
 HV3903'AT THE SOUTHWEST END OF A LARGE BRIDGE OVER KETTLE RUN, AND
 HV3903'1-1/2 FEET WEST OF BENCH MARK RV 27 (S.RY.), DESCRIBED ABOVE.  A
 HV3903'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9417 ***********************************************************************
 AA9417  DESIGNATION -  COPPERHEAD
 AA9417  PID         -  AA9417
 AA9417  STATE/COUNTY-  VA/PATRICK
 AA9417  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9417
 AA9417                         *CURRENT SURVEY CONTROL
 AA9417  ___________________________________________________________________
 AA9417* NAD 83(1993)-  36 40 25.77527(N)    080 25 27.67655(W)     ADJUSTED  
 AA9417* NAVD 88     -       822.9    (meters)    2700.     (feet)  GPS OBS   
 AA9417  ___________________________________________________________________
 AA9417  X           -     852,097.431 (meters)                     COMP
 AA9417  Y           -  -5,050,958.556 (meters)                     COMP
 AA9417  Z           -   3,788,895.393 (meters)                     COMP
 AA9417  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA9417  ELLIP HEIGHT-         790.73  (meters)          (05/17/02) GPS OBS
 AA9417  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AA9417
 AA9417  HORZ ORDER  -  FIRST
 AA9417  ELLP ORDER  -  FOURTH    CLASS II
 AA9417
 AA9417.The horizontal coordinates were established by GPS observations
 AA9417.and adjusted by the National Geodetic Survey in December 1995..
 AA9417
 AA9417.The orthometric height was determined by GPS observations and a
 AA9417.high-resolution geoid model.
 AA9417
 AA9417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9417
 AA9417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9417
 AA9417.The ellipsoidal height was determined by GPS observations
 AA9417.and is referenced to NAD 83.
 AA9417
 AA9417.The geoid height was determined by GEOID03.
 AA9417
 AA9417;                    North         East     Units Scale Factor Converg.
 AA9417;SPC VA S     - 1,039,539.438 3,327,989.898   MT  1.00001815   -1 10 04.6
 AA9417;SPC VA S     - 3,410,555.64 10,918,580.19   sFT  1.00001815   -1 10 04.6
 AA9417;UTM  17      - 4,058,844.204   551,436.860   MT  0.99963259   +0 20 37.7
 AA9417
 AA9417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9417!SPC VA S     -   0.99987592  x   1.00001815  =   0.99989407
 AA9417!UTM  17      -   0.99987592  x   0.99963259  =   0.99950856
 AA9417
 AA9417                          SUPERSEDED SURVEY CONTROL
 AA9417
 AA9417  ELLIP H (12/05/95)  790.83   (m)                       GP(       ) 4 2
 AA9417
 AA9417.Superseded values are not recommended for survey control.
 AA9417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9417.See file dsdata.txt to determine how the superseded data were derived.
 AA9417
 AA9417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5143758844(NAD 83)
 AA9417_MARKER: DD = SURVEY DISK
 AA9417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9417_STAMPING: 1310 COPPERHEAD VA LS 1718 1995
 AA9417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9417+STABILITY: SURFACE MOTION
 AA9417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9417+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9417
 AA9417  HISTORY     - Date     Condition        Report By
 AA9417  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9417
 AA9417                          STATION DESCRIPTION
 AA9417
 AA9417'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9417'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON THE PROPERTY
 AA9417'BOUNDARY BETWEEN THE CITY OF DANVILLE AND BUSTED ROCK CORPORATION
 AA9417'ABOUT 3.0 MILES NORTHEAST OF THE TOWN OF BELL SPUR.  TO REACH THE
 AA9417'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 610
 AA9417'PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO
 AA9417'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9417'BUSTED ROCK ROAD A DISTANCE OF 3.3 MILES TO ITS INTERSECTION WITH
 AA9417'COPPERHEAD ROAD. TURN RIGHT AND PROCEED NORTH ALONG COPPERHEAD ROAD A
 AA9417'DISTANCE OF 0.7 MILE TO ITS END.  HIKE NORTH DOWNHILL ALONG RIDGELINE
 AA9417'AN APPROXIMATE DISTANCE OF 500 FEET TO THE STATION ON A WELL MARKED
 AA9417'BOUNDARY LINE.  OBTAIN PERMISSION TO CROSS PRIMLAND FROM LARRY
 AA9417'MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA 24076, TELEPHONE NUMBER
 AA9417'(703) 251-8018, EXTENSION 243.  THE STATION IS A STANDARD 3 1/4 INCH
 AA9417'ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH
 AA9417'WITH THE GROUND AND STAMPED 1310 COPPERHEAD VA LS 1718 1995.  ON
 AA9417'FEBRUARY 13, 1995, THE CONCRETE MONUMENT DESCRIBED ABOVE WAS USED TO
 AA9417'REPLACE AN IRON PIN SET BY DON DUDLEY, VA LS 1125.  THE PIN WAS SHOWN
 AA9417'TO GEOMETRICS BY DON DUDLEY ON DECEMBER 6, 1994.  THE PIN WAS LEVELED
 AA9417'FROM BEFORE REMOVAL AND REFERENCED AT DISTANCES 3.0 FEET AT RIGHT
 AA9417'ANGLES TO THE POINT.  THE MONUMENT WAS SET AT THE SAME HORIZONTAL
 AA9417'POSITION AS THE IRON PIN.  THE MONUMENT WAS LEVELED TO AFTER IT WAS
 AA9417'SET.  THE TOP OF THE MONUMENT IS NOW 0.51 FOOT LOWER THAN THE TOP OF
 AA9417'THE REPLACED PIN.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995
 AA9417'MAGNETIC NORTH)(1) 19.2 FEET AZIMUTH 57 DEGREES TO A NUMBER 5 REBAR
 AA9417'WITH A YELLOW GEOMETRICS CAP SET 0.3 FOOT ABOVE GROUND, (2) 13.0 FEET
 AA9417'AZIMUTH 157 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP
 AA9417'SET 0.3 FOOT ABOVE GROUND, (3)12.6 FEET AZIMUTH 256 DEGREES TO A
 AA9417'NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 0.3 FOOT ABOVE GROUND,
 AA9417'AND (4)3.0 FEET NORTHEAST FROM A WHITE CARSONITE WITNESS POST.  THE
 AA9417'STATION IS INTERVISIBLE WITH 1290 WILDCAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6924 ***********************************************************************
 HV6924  DESIGNATION -  COPSICO
 HV6924  PID         -  HV6924
 HV6924  STATE/COUNTY-  VA/WESTMORELAND
 HV6924  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6924
 HV6924                         *CURRENT SURVEY CONTROL
 HV6924  ___________________________________________________________________
 HV6924* NAD 83(1993)-  38 09 31.01285(N)    076 41 19.55081(W)     ADJUSTED  
 HV6924* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HV6924  ___________________________________________________________________
 HV6924  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 HV6924  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HV6924
 HV6924  HORZ ORDER  -  SECOND
 HV6924
 HV6924.The horizontal coordinates were established by classical geodetic methods
 HV6924.and adjusted by the National Geodetic Survey in November 1994..
 HV6924
 HV6924.The orthometric height was scaled from a topographic map.
 HV6924
 HV6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6924
 HV6924.The geoid height was determined by GEOID03.
 HV6924
 HV6924;                    North         East     Units Scale Factor Converg.
 HV6924;SPC VA N     - 2,056,171.012 3,658,728.614   MT  0.99998025   +1 07 49.5
 HV6924;SPC VA N     - 6,745,954.40 12,003,678.79   sFT  0.99998025   +1 07 49.5
 HV6924;SPC MD       -    54,655.261   427,278.330   MT  1.00002760   +0 11 43.2
 HV6924;SPC MD       -   179,314.80  1,401,828.99   sFT  1.00002760   +0 11 43.2
 HV6924;SPC VA S     - 1,204,094.639 3,658,738.764   MT  1.00004067   +1 05 57.4
 HV6924;SPC VA S     - 3,950,433.83 12,003,712.09   sFT  1.00004067   +1 05 57.4
 HV6924;UTM  18      - 4,224,761.269   352,045.823   MT  0.99986960   -1 02 36.9
 HV6924
 HV6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6924!SPC VA N     -   1.00000474  x   0.99998025  =   0.99998499
 HV6924!SPC MD       -   1.00000474  x   1.00002760  =   1.00003234
 HV6924!SPC VA S     -   1.00000474  x   1.00004067  =   1.00004541
 HV6924!UTM  18      -   1.00000474  x   0.99986960  =   0.99987434
 HV6924
 HV6924|---------------------------------------------------------------------|
 HV6924| PID    Reference Object                     Distance      Geod. Az  |
 HV6924|                                                           dddmmss.s |
 HV6924| HV6920 BOUNDARY MONUMENT 20 1929           125.673 METERS 00438     |
 HV6924| CX2644 COPSICO RM 1                         59.134 METERS 06827     |
 HV6924| CX2645 COPSICO RM 2                         53.636 METERS 17228     |
 HV6924| CX2643 COPSICO AZ MK                                      1894330.2 |
 HV6924|---------------------------------------------------------------------|
 HV6924
 HV6924                          SUPERSEDED SURVEY CONTROL
 HV6924
 HV6924  NAD 83(1993)-  38 09 31.01129(N)    076 41 19.55494(W) AD(       ) 2
 HV6924  NAD 83(1986)-  38 09 31.01253(N)    076 41 19.56669(W) AD(       ) 2
 HV6924  NAD 27      -  38 09 30.55900(N)    076 41 20.69500(W) AD(       ) 2
 HV6924
 HV6924.Superseded values are not recommended for survey control.
 HV6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6924.See file dsdata.txt to determine how the superseded data were derived.
 HV6924
 HV6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5204624761(NAD 83)
 HV6924_MARKER: DS = TRIANGULATION STATION DISK
 HV6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6924
 HV6924  HISTORY     - Date     Condition        Report By
 HV6924  HISTORY     - 1934     MONUMENTED       CGS
 HV6924  HISTORY     - 1942     GOOD             CGS
 HV6924  HISTORY     - 1957     GOOD             CGS
 HV6924  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 HV6924  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6924
 HV6924                          STATION DESCRIPTION
 HV6924
 HV6924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV6924'THE STATION IS LOCATED IN AN UNCULTIVATED FIELD, ABOUT 70 YARDS
 HV6924'SSW OF THE S BANK OF THE POTOMAC RIVER, 34.15 FEET W OF THE CENTER
 HV6924'LINE OF A DIRT ROAD, 30.7 FEET S OF THE CENTER LINE OF A DIRT ROAD
 HV6924'LEADING TO THE WATERS EDGE.  THE MARK PROJECTS ABOUT 6 INCHES
 HV6924'ABOVE GROUND.
 HV6924'
 HV6924'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV6924'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV6924'
 HV6924'REFERENCE MARK NO 1 IS 194.010 FEET E OF THE STATION, ABOUT 8
 HV6924'PACES SSE OF A 30-INCH HOLLY TREE NEAR THE WATERS EDGE, AND ABOUT
 HV6924'3 PACES SW OF THE EDGE OF THE--(DESCRIPTION INCOMPLETE.)
 HV6924'
 HV6924'REFERENCE MARK NO. 2 IS 53.636 METERS SE OF THE STATION, AND 8
 HV6924'FEET W OF THE CENTER LINE OF A DIRT ROAD.  THE MARK PROJECTS ABOUT
 HV6924'6 INCHES ABOVE GROUND.
 HV6924'
 HV6924'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 600 PACES S OF THE
 HV6924'STATION, ABOUT 0.1 MILE W OF THE MAIN ROAD, ABOUT 5 PACES S OF A
 HV6924'FARM ROAD, AND 1 PACE N OF A WIRE FENCE.
 HV6924'
 HV6924'BOUNDARY MONUMENT NO. 20 IS 412.330 FEET (SLOPE DISTANCE) N OF THE
 HV6924'STATION, ABOUT 2 PACES E OF A 36-INCH OAK TREE, AND ABOUT 10 PACES
 HV6924'S OF THE WATERS EDGE.
 HV6924'
 HV6924'NOTE--A GRAVEL PIT IS BEING DUG NEARBY AND THE MARK WILL PROBABLY
 HV6924'BE DESTROYED.
 HV6924'
 HV6924'TO REACH THE STATION FROM MONTROSS GO S ON STATE HIGHWAY 3 TO THE
 HV6924'JUNCTION OF STATE HIGHWAY 202 AND THE HISTORICAL MARKER NOMINI
 HV6924'HALL, TURN LEFT (E) FOR ABOUT 4.0 MILES TO T-ROAD AND SIGN KING
 HV6924'COPSICO, TURN LEFT (NE) FOR ABOUT 3.0 MILES TO A FORK AT ERICA
 HV6924'POST OFFICE, TAKE THE LEFT FORK FOR ABOUT 0.4 MILE TO A FORK, TAKE
 HV6924'THE LEFT FORK AND GO FOR ABOUT 0.75 MILE TO ANOTHER FORK, TAKE THE
 HV6924'LEFT FORK FOR ABOUT 1.5 MILES TO A FORK, TAKE THE RIGHT FORK FOR
 HV6924'ABOUT 1.5 MILES TO A FARMHOUSE ON THE RIGHT, AND GO ABOUT 0.25
 HV6924'MILE TO A FORK IN THE ROAD AND THE STATION.
 HV6924
 HV6924                          STATION RECOVERY (1942)
 HV6924
 HV6924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6924'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HV6924'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 HV6924'DESCRIPTIONS OF TRIANGULATION STATIONS, POTOMAC RIVER, PART 1,
 HV6924'SMITH POINT TO PERSIMMON POINT, VIRGINIA AND MARYLAND--
 HV6924'
 HV6924'(1) THE STATION IS LOCATED IN AN UNCULTIVATED FIELD ABOUT 50 YARDS
 HV6924'SSW OF THE S BANK OF THE POTOMAC RIVER INSTEAD OF 70 YARDS.
 HV6924'
 HV6924'(2) DELETE REFERENCES CONCERNING ROAD LEADING TO WATERS EDGE
 HV6924'WHICH NO LONGER EXISTS.
 HV6924'
 HV6924'(3) BOUNDARY MONUMENT NO. 20 IS NOW BETWEEN MEAN HIGH AND MEAN LOW
 HV6924'WATER MARKS, INSTEAD OF 10 PACES S OF WATERS EDGE.
 HV6924'
 HV6924'(4) DELETE REFERENCE CONCERNING GRAVEL PIT WHICH NO LONGER EXISTS.
 HV6924'
 HV6924'THE STATION IS LOCATED IN AN UNCULTIVATED FIELD 50 YARDS SSE OF
 HV6924'THE S BANK OF THE POTOMAC RIVER, 11 METERS SE OF A ROAD
 HV6924'INTERSECTION, 72.3 METERS SW FROM AN 8-INCH LOCUST TREE.  THE
 HV6924'STATION IS MARKED BY A BRONZE DISK TRIANGULATION-STATION MARK,
 HV6924'STAMPED COPSICO 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HV6924'MONUMENT, WHICH IS FLUSH WITH THE GROUND.  THE STATION IS IN GOOD
 HV6924'CONDITION.
 HV6924'
 HV6924'REFERENCE MARK NO. 1 WAS THOROUGHLY SEARCHED FOR BY 3 MEN FOR ONE
 HV6924'HOUR, AND REFERENCE DISTANCES WERE SWUNG, BUT NO TRACE OF THE MARK
 HV6924'COULD BE FOUND.  IT IS RECOMMENDED THAT THIS MARK BE CLASSIFIED AS
 HV6924'LOST.
 HV6924'
 HV6924'REFERENCE MARK NO. 2 IS LOCATED IN THE NE CORNER OF A CULTIVATED
 HV6924'FIELD, 53.636 METERS SE OF THE STATION, AND 8 FEET W OF THE CENTER
 HV6924'LINE OF A DIRT ROAD.  THE MARK IS A BRONZE DISK REFERENCE MARK,
 HV6924'WITH THE ARROW POINTING TOWARD THE STATION, STAMPED COPSICO NO. 2
 HV6924'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 HV6924'IS FLUSH WITH THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HV6924'
 HV6924'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED 600 PACES S OF THE
 HV6924'STATION, 0.1 MILE W OF THE MAIN ROAD, 2 PACES S OF A FARM ROAD,
 HV6924'AND 1 PACE N OF A WIRE FENCE.  THE MARK IS A BRONZE DISK REFERENCE
 HV6924'MARK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED COPSICO
 HV6924'NO. 3 1934, SET IN A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 HV6924'EXTENDS 6 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HV6924'
 HV6924'BOUNDARY MONUMENT NO. 20 IS LOCATED 412.330 FEET N OF THE STATION,
 HV6924'AND BETWEEN MEAN HIGH AND MEAN LOW-WATER MARKS.
 HV6924'
 HV6924'TO REACH THE STATION FROM MONTROSS GO S ON STATE HIGHWAY 3 TO THE
 HV6924'JUNCTION OF STATE HIGHWAY 202 AND THE HISTORICAL MARKER NOMINI
 HV6924'HALL, TURN LEFT (E) FOR ABOUT 4.0 MILES TO T-ROAD AND SIGN KING
 HV6924'COPSICO, TURN LEFT (NE) FOR ABOUT 3.0 MILES TO A FORK AT ERICA
 HV6924'POST OFFICE, TAKE THE LEFT FORK FOR ABOUT 0.4 MILE TO A FORKS,
 HV6924'TAKE THE LEFT FORK AND GO FOR ABOUT 0.75 MILE TO ANOTHER FORKS,
 HV6924'TAKE THE LEFT FORK FOR ABOUT 1.5 MILES TO A FORKS, TAKE THE RIGHT
 HV6924'FORK FOR ABOUT 1.5 MILES TO A FARMHOUSE ON THE RIGHT, AND GO ABOUT
 HV6924'0.25 MILE TO A FORKS IN THE ROAD AND THE STATION.
 HV6924
 HV6924                          STATION RECOVERY (1957)
 HV6924
 HV6924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6924'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 HV6924'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED.  THE DISK
 HV6924'WAS REMOVED.  BOUNDARY MONUMENT NO. 20 WAS RECOVERED IN FAIR
 HV6924'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 HV6924'
 HV6924'MR. SMITH, THE PROPERTY OWNER, HAD COMPLAINED THAT THE STATION
 HV6924'MARK WAS IN THE WAY, SO THE STATION WAS LOWERED TO BELOW PLOW
 HV6924'DEPTH AND ONE NEW REFERENCE MARK WAS ESTABLISHED.
 HV6924'
 HV6924'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS
 HV6924'AND ADDITIONS--
 HV6924'
 HV6924'THE DIRT ROAD AND GRAVEL PIT ARE GONE.
 HV6924'
 HV6924'THE STATION MARK IS LOCATED ABOUT 0.7 MILE EAST OF KINGCOPSICO
 HV6924'POINT IN A CULTIVATED FIELD OWNED BY MR. J. VERNON SMITH.  IT IS
 HV6924'ABOUT 200 FEET SOUTHEAST OF MR. SMITHS HOUSE, ABOUT 190 FEET
 HV6924'SOUTHWEST OF THE BANK OF THE POTOMAC RIVER, 194.0 FEET NORTHWEST
 HV6924'OF THE CENTERLINE OF A CATTLEGUARD IN PRIVATE DRIVE LEADING TO MR.
 HV6924'SMITHS HOUSE, 88.2 FEET EAST OF THE CENTER OF A CHIMNEY ON A
 HV6924'SUMMER COTTAGE AND 26.0 FEET NORTH-NORTHEAST OF CENTERLINE OF MR.
 HV6924'SMITHS PRIVATE DRIVE.  THE STATION MARK IS STAMPED COPSICO 1934
 HV6924'1957 AND IS ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.
 HV6924'
 HV6924'REFERENCE MARK 2 IS SOUTH OF THE STATION, 89.0 FEET SOUTHWEST OF
 HV6924'THE CENTERLINE OF A CATTLEGUARD IN PRIVATE DRIVE LEADING TO MR.
 HV6924'SMITHS HOME, 38.0 FEET EAST OF A 4 INCH APPLE TREE AND 4.8 FEET
 HV6924'NORTHWEST OF A WIRE FENCE.  IT IS STAMPED COPSICO NO 2 1934 AND IS
 HV6924'FLUSH WITH THE GROUND.
 HV6924'
 HV6924'REFERENCE MARK 3 (AZIMUTH MARK) IS ABOUT 1980 FEET SOUTH OF THE
 HV6924'STATION, ABOUT 520 FEET WEST-NORTHWEST OF SAND ROAD, 4.0 FEET
 HV6924'NORTH OF A WIRE FENCE AND 1.5 FEET NORTH-NORTHEAST OF A 12 INCH
 HV6924'LOCUST TREE.  IT IS STAMPED COPSICO NO 3 1934 AND PROJECTS 6
 HV6924'INCHES ABOVE THE GROUND.
 HV6924'
 HV6924'REFERENCE MARK 4 IS WEST OF THE STATION, 26.0 FEET SOUTHEAST OF
 HV6924'THE SOUTHEAST CORNER OF THE SUMMER COTTAGE, 20.0 FEET NORTHEAST OF
 HV6924'THE CREEK HIGH-WATER LINE AND 2.8 FEET SOUTHWEST OF POWER POLE NO.
 HV6924'141-83L.  IT IS MARKED BY A STANDARD DISK, STAMPED COPSICO NO 4
 HV6924'1934 1957, SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT
 HV6924'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 HV6924'
 HV6924'BOUNDARY MONUMENT NO. 20 IS IN THE WATER, ABOUT 25 FEET NORTH OF
 HV6924'THE MEAN HIGH-WATER LINE.  IT IS STAMPED NO 20 43 149 AND PROJECTS
 HV6924'6 INCHES ABOVE MEAN HIGH-WATER.  IT IS IN IMMEDIATE DANGER OF
 HV6924'BEING WASHED-OUT.
 HV6924
 HV6924                          STATION RECOVERY (1998)
 HV6924
 HV6924'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6924'MARK NOT FOUND.
 HV6924
 HV6924                          STATION RECOVERY (2003)
 HV6924
 HV6924'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7837 ***********************************************************************
 HV7837  DESIGNATION -  CORBIN A TB
 HV7837  PID         -  HV7837
 HV7837  STATE/COUNTY-  VA/CAROLINE
 HV7837  USGS QUAD   -  GUINEA (1966)
 HV7837
 HV7837                         *CURRENT SURVEY CONTROL
 HV7837  ___________________________________________________________________
 HV7837* NAD 83(1986)-  38 12 35.     (N)    077 24 03.     (W)     SCALED    
 HV7837* NAVD 88     -        61.565  (meters)     201.98   (feet)  ADJUSTED  
 HV7837  ___________________________________________________________________
 HV7837  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV7837  DYNAMIC HT  -          61.527 (meters)     201.86  (feet)  COMP
 HV7837  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 HV7837
 HV7837  VERT ORDER  -  FIRST     CLASS I
 HV7837
 HV7837.The horizontal coordinates were scaled from a topographic map and have
 HV7837.an estimated accuracy of +/- 6 seconds.
 HV7837
 HV7837.The orthometric height was determined by differential leveling
 HV7837.and adjusted by the National Geodetic Survey in June 1991..
 HV7837
 HV7837.The geoid height was determined by GEOID03.
 HV7837
 HV7837.The dynamic height is computed by dividing the NAVD 88
 HV7837.geopotential number by the normal gravity value computed on the
 HV7837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7837.degrees latitude (g = 980.6199 gals.).
 HV7837
 HV7837.The modeled gravity was interpolated from observed gravity values.
 HV7837
 HV7837;                    North         East    Units  Estimated Accuracy
 HV7837;SPC VA N     - 2,060,850.    3,596,260.      MT  (+/- 180 meters Scaled)
 HV7837
 HV7837                          SUPERSEDED SURVEY CONTROL
 HV7837
 HV7837  NGVD 29 (??/??/??)   61.813  (m)          202.80   (f) ADJUSTED    1 1
 HV7837
 HV7837.Superseded values are not recommended for survey control.
 HV7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7837.See file dsdata.txt to determine how the superseded data were derived.
 HV7837
 HV7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH898318(NAD 83)
 HV7837_MARKER: DS = TRIANGULATION STATION DISK
 HV7837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7837_STAMPING: CORBIN A 1971 1975
 HV7837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7837+STABILITY: SURFACE MOTION
 HV7837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7837+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV7837
 HV7837  HISTORY     - Date     Condition        Report By
 HV7837  HISTORY     - 1975     MONUMENTED       NGS
 HV7837  HISTORY     - 19990304 GOOD             USPSQD
 HV7837  HISTORY     - 20020116 GOOD             USPSQD
 HV7837
 HV7837                          STATION DESCRIPTION
 HV7837
 HV7837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7837'1.0 MI N FROM CORBIN.
 HV7837'1.0 MILES NORTH ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT CORBIN,
 HV7837'54 FEET WEST OF CENTER LINE OF THE HIGHWAY, 94 FEET SOUTHEAST OF THE
 HV7837'SOUTHEAST CORNER OF A RED BRICK HOUSE, 12.8 FEET SOUTHEAST OF A POWER
 HV7837'POLE WITH TRANSFORMER, 8.3 FEET WEST OF A METAL WITNESS POST, ABOUT 15
 HV7837'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HV7837'POST FLUSH WITH THE GROUND.
 HV7837
 HV7837                          STATION RECOVERY (1999)
 HV7837
 HV7837'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV7837'RECOVERED IN GOOD CONDITION.
 HV7837
 HV7837                          STATION RECOVERY (2002)
 HV7837
 HV7837'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV7837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8188 ***********************************************************************
 HV8188  DESIGNATION -  CORBIN BASE POINT 1000
 HV8188  PID         -  HV8188
 HV8188  STATE/COUNTY-  VA/CAROLINE
 HV8188  USGS QUAD   -  
 HV8188
 HV8188                         *CURRENT SURVEY CONTROL
 HV8188  ___________________________________________________________________
 HV8188* NAD 83(1993)-  38 11 56.38384(N)    077 21 33.67736(W)     ADJUSTED  
 HV8188* NAVD 88     -        64.693  (meters)     212.25   (feet)  ADJUSTED  
 HV8188  ___________________________________________________________________
 HV8188  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 HV8188  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HV8188  DYNAMIC HT  -          64.654 (meters)     212.12  (feet)  COMP
 HV8188  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 HV8188
 HV8188  HORZ ORDER  -  THIRD
 HV8188  VERT ORDER  -  FIRST     CLASS I
 HV8188
 HV8188.The horizontal coordinates were established by classical geodetic methods
 HV8188.and adjusted by the National Geodetic Survey in November 1994..
 HV8188
 HV8188.The orthometric height was determined by differential leveling
 HV8188.and adjusted by the National Geodetic Survey in June 1991..
 HV8188
 HV8188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8188
 HV8188.The geoid height was determined by GEOID03.
 HV8188
 HV8188.The dynamic height is computed by dividing the NAVD 88
 HV8188.geopotential number by the normal gravity value computed on the
 HV8188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8188.degrees latitude (g = 980.6199 gals.).
 HV8188
 HV8188.The modeled gravity was interpolated from observed gravity values.
 HV8188
 HV8188;                    North         East     Units Scale Factor Converg.
 HV8188;SPC VA N     - 2,059,707.990 3,599,909.267   MT  0.99997490   +0 42 42.8
 HV8188;SPC VA N     - 6,757,558.63 11,810,702.32   sFT  0.99997490   +0 42 42.8
 HV8188;UTM  18      - 4,230,525.661   293,402.080   MT  1.00012570   -1 27 34.3
 HV8188
 HV8188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8188!SPC VA N     -   0.99999496  x   0.99997490  =   0.99996986
 HV8188!UTM  18      -   0.99999496  x   1.00012570  =   1.00012066
 HV8188
 HV8188                          SUPERSEDED SURVEY CONTROL
 HV8188
 HV8188  NAD 83(1993)-  38 11 56.38580(N)    077 21 33.69128(W) AD(       ) 4
 HV8188  NAD 83(1986)-  38 11 56.38528(N)    077 21 33.69272(W) AD(       ) 4
 HV8188  NGVD 29 (02/12/90)   64.941  (m)          213.06   (f) ADJUSTED    1 1
 HV8188
 HV8188.Superseded values are not recommended for survey control.
 HV8188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8188.See file dsdata.txt to determine how the superseded data were derived.
 HV8188
 HV8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9340230526(NAD 83)
 HV8188_MARKER: DD = SURVEY DISK
 HV8188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8188_SP_SET: CONCRETE POST
 HV8188_STAMPING: CORBIN EAST BASE 1976 POINT 1000
 HV8188_MARK LOGO: NGS   
 HV8188_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8188+STABILITY: SURFACE MOTION
 HV8188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8188+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8188
 HV8188  HISTORY     - Date     Condition        Report By
 HV8188  HISTORY     - 1976     MONUMENTED       NGS
 HV8188  HISTORY     - 19831003 GOOD             NGS
 HV8188  HISTORY     - 19990210 GOOD             USPSQD
 HV8188  HISTORY     - 20020116 GOOD             USPSQD
 HV8188
 HV8188                          STATION DESCRIPTION
 HV8188
 HV8188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8188'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8188'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8188'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8188'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8188'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8188'SURVEY.
 HV8188' 
 HV8188'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8188'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8188'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8188'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8188'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8188'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8188'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8188'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8188'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8188'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8188'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8188'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8188' 
 HV8188'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8188'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8188'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8188'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8188'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8188'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8188'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8188'DISKS.
 HV8188' 
 HV8188'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8188'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8188'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8188'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8188'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8188'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8188' 
 HV8188'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8188'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8188'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8188'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8188'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8188'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8188'0243-0244.
 HV8188
 HV8188                          STATION RECOVERY (1983)
 HV8188
 HV8188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8188'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8188'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8188'THENCE 1.3 KM (0.80 MI) EAST ALONG BURMA ROAD, PAVED THENCE GRAVEL TO
 HV8188'A LOCKED PIPE GATE. (KEY TO THE GATE CAN BE OBTAINED FROM THE
 HV8188'FREDERICKSBURG GEOMAGNETIC CENTER OFFICE).  THENCE 0.6 KM (0.35 MI)
 HV8188'EAST ALONG BURMA ROAD ON THE MILITARY RESERVATION TO A WOODS ROAD ON
 HV8188'THE RIGHT AND THE MARK AT THE END OF THE WOODS ROAD.  AN NGS DISK
 HV8188'MODIFIED FOR BASELINE USE.  54.9 METERS SOUTH FROM THE CENTER OF BURMA
 HV8188'ROAD, 61 METERS NORTH FROM A 20 CM DIAMETER PINE TREE, 4.6 METERS SE
 HV8188'FROM THE END OF THE WOODS ROAD.
 HV8188
 HV8188                          STATION RECOVERY (1999)
 HV8188
 HV8188'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8188'RECOVERED IN GOOD CONDITION.
 HV8188
 HV8188                          STATION RECOVERY (2002)
 HV8188
 HV8188'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8185 ***********************************************************************
 HV8185  DESIGNATION -  CORBIN BASE POINT 300
 HV8185  PID         -  HV8185
 HV8185  STATE/COUNTY-  VA/CAROLINE
 HV8185  USGS QUAD   -  
 HV8185
 HV8185                         *CURRENT SURVEY CONTROL
 HV8185  ___________________________________________________________________
 HV8185* NAD 83(1993)-  38 12 04.48517(N)    077 22 00.55453(W)     ADJUSTED  
 HV8185* NAVD 88     -        65.265  (meters)     214.12   (feet)  ADJUSTED  
 HV8185  ___________________________________________________________________
 HV8185  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HV8185  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HV8185  DYNAMIC HT  -          65.225 (meters)     213.99  (feet)  COMP
 HV8185  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 HV8185
 HV8185  HORZ ORDER  -  THIRD
 HV8185  VERT ORDER  -  FIRST     CLASS I
 HV8185
 HV8185.The horizontal coordinates were established by classical geodetic methods
 HV8185.and adjusted by the National Geodetic Survey in November 1994..
 HV8185
 HV8185.The orthometric height was determined by differential leveling
 HV8185.and adjusted by the National Geodetic Survey in June 1991..
 HV8185
 HV8185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8185
 HV8185.The geoid height was determined by GEOID03.
 HV8185
 HV8185.The dynamic height is computed by dividing the NAVD 88
 HV8185.geopotential number by the normal gravity value computed on the
 HV8185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8185.degrees latitude (g = 980.6199 gals.).
 HV8185
 HV8185.The modeled gravity was interpolated from observed gravity values.
 HV8185
 HV8185;                    North         East     Units Scale Factor Converg.
 HV8185;SPC VA N     - 2,059,949.658 3,599,252.280   MT  0.99997461   +0 42 26.1
 HV8185;SPC VA N     - 6,758,351.50 11,808,546.86   sFT  0.99997461   +0 42 26.1
 HV8185;UTM  18      - 4,230,792.089   292,754.623   MT  1.00012900   -1 27 51.2
 HV8185
 HV8185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8185!SPC VA N     -   0.99999487  x   0.99997461  =   0.99996948
 HV8185!UTM  18      -   0.99999487  x   1.00012900  =   1.00012387
 HV8185
 HV8185                          SUPERSEDED SURVEY CONTROL
 HV8185
 HV8185  NAD 83(1993)-  38 12 04.48710(N)    077 22 00.56846(W) AD(       ) 3
 HV8185  NAD 83(1986)-  38 12 04.48636(N)    077 22 00.56892(W) AD(       ) 3
 HV8185  NGVD 29 (02/12/90)   65.513  (m)          214.94   (f) ADJUSTED    1 1
 HV8185
 HV8185.Superseded values are not recommended for survey control.
 HV8185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8185.See file dsdata.txt to determine how the superseded data were derived.
 HV8185
 HV8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9275530792(NAD 83)
 HV8185_MARKER: DD = SURVEY DISK
 HV8185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8185_SP_SET: CONCRETE POST
 HV8185_STAMPING: CORBIN BASE 1976 POINT 300
 HV8185_MARK LOGO: NGS   
 HV8185_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8185+STABILITY: SURFACE MOTION
 HV8185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8185+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8185
 HV8185  HISTORY     - Date     Condition        Report By
 HV8185  HISTORY     - 1976     MONUMENTED       NGS
 HV8185  HISTORY     - 19831003 GOOD             NGS
 HV8185  HISTORY     - 19990210 GOOD             USPSQD
 HV8185  HISTORY     - 20020116 GOOD             USPSQD
 HV8185
 HV8185                          STATION DESCRIPTION
 HV8185
 HV8185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8185'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8185'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8185'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8185'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8185'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8185'SURVEY.
 HV8185' 
 HV8185'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8185'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8185'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8185'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8185'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8185'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8185'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8185'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8185'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8185'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8185'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8185'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8185' 
 HV8185'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8185'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8185'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8185'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8185'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8185'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8185'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8185'DISKS.
 HV8185' 
 HV8185'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8185'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8185'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8185'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8185'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8185'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8185' 
 HV8185'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8185'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8185'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8185'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8185'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8185'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8185'0243-0244.
 HV8185
 HV8185                          STATION RECOVERY (1983)
 HV8185
 HV8185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8185'0.6 KM (0.35 MI) EAST ALONG COUNTY ROAD 610 FROM THE JUNCTION WITH
 HV8185'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8185'THENCE 1.3 KM (0.80 MI) EAST ALONG BURMA ROAD, PAVED THEN GRAVEL, TO A
 HV8185'LOCKED PIPE GATE, ENTRANCE TO THE U.S. AP HILL MILITARY RESERVATION.
 HV8185'THE MARK IS JUST BEYOND THE GATE.  AN NGS DISK MODIFIED FOR BASELINE
 HV8185'PURPOSES.  35.4 METERS SE FROM THE CENTER OF THE PIPE GATE, 8.8 METWRS
 HV8185'SW FROM THE CENTER OF BURMA ROAD, 7.6 METERS NORTH FROM THE NORTH EDGE
 HV8185'OF WOODS LINE.
 HV8185
 HV8185                          STATION RECOVERY (1999)
 HV8185
 HV8185'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8185'RECOVERED IN GOOD CONDITION.
 HV8185
 HV8185                          STATION RECOVERY (2002)
 HV8185
 HV8185'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8184 ***********************************************************************
 HV8184  DESIGNATION -  CORBIN BASE POINT 50
 HV8184  PID         -  HV8184
 HV8184  STATE/COUNTY-  VA/CAROLINE
 HV8184  USGS QUAD   -  
 HV8184
 HV8184                         *CURRENT SURVEY CONTROL
 HV8184  ___________________________________________________________________
 HV8184* NAD 83(1993)-  38 12 07.37800(N)    077 22 10.15362(W)     ADJUSTED  
 HV8184* NAVD 88     -        66.660  (meters)     218.70   (feet)  ADJUSTED  
 HV8184  ___________________________________________________________________
 HV8184  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HV8184  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8184  DYNAMIC HT  -          66.620 (meters)     218.57  (feet)  COMP
 HV8184  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 HV8184
 HV8184  HORZ ORDER  -  THIRD
 HV8184  VERT ORDER  -  FIRST     CLASS I
 HV8184
 HV8184.The horizontal coordinates were established by classical geodetic methods
 HV8184.and adjusted by the National Geodetic Survey in November 1994..
 HV8184
 HV8184.The orthometric height was determined by differential leveling
 HV8184.and adjusted by the National Geodetic Survey in June 1991..
 HV8184
 HV8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8184
 HV8184.The geoid height was determined by GEOID03.
 HV8184
 HV8184.The dynamic height is computed by dividing the NAVD 88
 HV8184.geopotential number by the normal gravity value computed on the
 HV8184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8184.degrees latitude (g = 980.6199 gals.).
 HV8184
 HV8184.The modeled gravity was interpolated from observed gravity values.
 HV8184
 HV8184;                    North         East     Units Scale Factor Converg.
 HV8184;SPC VA N     - 2,060,035.965 3,599,017.649   MT  0.99997451   +0 42 20.1
 HV8184;SPC VA N     - 6,758,634.66 11,807,777.07   sFT  0.99997451   +0 42 20.1
 HV8184;UTM  18      - 4,230,887.240   292,523.395   MT  1.00013018   -1 27 57.2
 HV8184
 HV8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8184!SPC VA N     -   0.99999465  x   0.99997451  =   0.99996916
 HV8184!UTM  18      -   0.99999465  x   1.00013018  =   1.00012483
 HV8184
 HV8184                          SUPERSEDED SURVEY CONTROL
 HV8184
 HV8184  NAD 83(1993)-  38 12 07.37992(N)    077 22 10.16757(W) AD(       ) 3
 HV8184  NAD 83(1986)-  38 12 07.37905(N)    077 22 10.16750(W) AD(       ) 3
 HV8184  NGVD 29 (02/12/90)   66.909  (m)          219.52   (f) ADJUSTED    1 1
 HV8184
 HV8184.Superseded values are not recommended for survey control.
 HV8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8184.See file dsdata.txt to determine how the superseded data were derived.
 HV8184
 HV8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9252330887(NAD 83)
 HV8184_MARKER: DD = SURVEY DISK
 HV8184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8184_SP_SET: CONCRETE POST
 HV8184_STAMPING: CORBIN BASE 1976 POINT 50
 HV8184_MARK LOGO: NGS   
 HV8184_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8184+STABILITY: SURFACE MOTION
 HV8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8184+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8184
 HV8184  HISTORY     - Date     Condition        Report By
 HV8184  HISTORY     - 1976     MONUMENTED       NGS
 HV8184  HISTORY     - 19831003 GOOD             NGS
 HV8184  HISTORY     - 19990210 GOOD             USPSQD
 HV8184  HISTORY     - 20020116 GOOD             USPSQD
 HV8184
 HV8184                          STATION DESCRIPTION
 HV8184
 HV8184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8184'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8184'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8184'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8184'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8184'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8184'SURVEY.
 HV8184' 
 HV8184'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8184'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8184'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8184'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8184'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8184'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8184'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8184'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8184'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8184'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8184'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8184'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8184' 
 HV8184'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8184'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8184'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8184'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8184'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8184'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8184'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8184'DISKS.
 HV8184' 
 HV8184'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8184'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8184'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8184'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8184'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8184'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8184' 
 HV8184'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8184'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8184'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8184'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8184'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8184'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8184'0243-0244.
 HV8184
 HV8184                          STATION RECOVERY (1983)
 HV8184
 HV8184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8184'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8184'STATE ROUTE 2,JUST SOUTH OF THE POST PFFICE IN CORBIN, TO A FORK,
 HV8184'THENCE 1.0 KM (0.60 MI) EAST ON BURMA ROAD, PAVED THEN GRAVEL TO A
 HV8184'TRACK ROAD ON THE LEFT.  THENCE ABOUT 53 METERS NORTH ALONG THE TRACK
 HV8184'ROAD TO A 90 DEGREE TURN IN THE ROAD.  THENCE ABOUT 48 METERS EAST
 HV8184'ALONG THE TRACK ROAD TO THE MARK ON THE GROUNDS OF THE FREDERICKSBURG
 HV8184'GEOMAGNETIC CENTER.AN NGS DISK MODIFIED FOR BASELINE PURPOSES.  30.9
 HV8184'METERS NNE FROM THE CENTER OF BURMA ROAD, 29.6 METERS NW FROM A TRACK
 HV8184'ROAD CROSSING, 5.2 METERS SE FROM A SMALL TWIN-TRUNK OAK TREE, 3
 HV8184'METERS NE FROM THE CENTER OF THE TRACK ROAD.
 HV8184
 HV8184                          STATION RECOVERY (1999)
 HV8184
 HV8184'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8184'RECOVERED IN GOOD CONDITION.
 HV8184
 HV8184                          STATION RECOVERY (2002)
 HV8184
 HV8184'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8186 ***********************************************************************
 HV8186  DESIGNATION -  CORBIN BASE POINT 500
 HV8186  PID         -  HV8186
 HV8186  STATE/COUNTY-  VA/CAROLINE
 HV8186  USGS QUAD   -  
 HV8186
 HV8186                         *CURRENT SURVEY CONTROL
 HV8186  ___________________________________________________________________
 HV8186* NAD 83(1993)-  38 12 02.17072(N)    077 21 52.87530(W)     ADJUSTED  
 HV8186* NAVD 88     -        63.804  (meters)     209.33   (feet)  ADJUSTED  
 HV8186  ___________________________________________________________________
 HV8186  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HV8186  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HV8186  DYNAMIC HT  -          63.766 (meters)     209.21  (feet)  COMP
 HV8186  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 HV8186
 HV8186  HORZ ORDER  -  THIRD
 HV8186  VERT ORDER  -  FIRST     CLASS I
 HV8186
 HV8186.The horizontal coordinates were established by classical geodetic methods
 HV8186.and adjusted by the National Geodetic Survey in November 1994..
 HV8186
 HV8186.The orthometric height was determined by differential leveling
 HV8186.and adjusted by the National Geodetic Survey in June 1991..
 HV8186
 HV8186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8186
 HV8186.The geoid height was determined by GEOID03.
 HV8186
 HV8186.The dynamic height is computed by dividing the NAVD 88
 HV8186.geopotential number by the normal gravity value computed on the
 HV8186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8186.degrees latitude (g = 980.6199 gals.).
 HV8186
 HV8186.The modeled gravity was interpolated from observed gravity values.
 HV8186
 HV8186;                    North         East     Units Scale Factor Converg.
 HV8186;SPC VA N     - 2,059,880.611 3,599,439.987   MT  0.99997469   +0 42 30.8
 HV8186;SPC VA N     - 6,758,124.97 11,809,162.69   sFT  0.99997469   +0 42 30.8
 HV8186;UTM  18      - 4,230,715.968   292,939.608   MT  1.00012805   -1 27 46.4
 HV8186
 HV8186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8186!SPC VA N     -   0.99999510  x   0.99997469  =   0.99996979
 HV8186!UTM  18      -   0.99999510  x   1.00012805  =   1.00012315
 HV8186
 HV8186                          SUPERSEDED SURVEY CONTROL
 HV8186
 HV8186  NAD 83(1993)-  38 12 02.17266(N)    077 21 52.88924(W) AD(       ) 4
 HV8186  NAD 83(1986)-  38 12 02.17208(N)    077 21 52.89031(W) AD(       ) 4
 HV8186  NGVD 29 (02/12/90)   64.053  (m)          210.15   (f) ADJUSTED    1 1
 HV8186
 HV8186.Superseded values are not recommended for survey control.
 HV8186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8186.See file dsdata.txt to determine how the superseded data were derived.
 HV8186
 HV8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9294030716(NAD 83)
 HV8186_MARKER: DD = SURVEY DISK
 HV8186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8186_SP_SET: CONCRETE POST
 HV8186_STAMPING: CORBINBASE 1976 POINT 500
 HV8186_MARK LOGO: NGS   
 HV8186_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8186+STABILITY: SURFACE MOTION
 HV8186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8186+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8186
 HV8186  HISTORY     - Date     Condition        Report By
 HV8186  HISTORY     - 1976     MONUMENTED       NGS
 HV8186  HISTORY     - 19831003 GOOD             NGS
 HV8186  HISTORY     - 19990210 GOOD             USPSQD
 HV8186  HISTORY     - 20020116 GOOD             USPSQD
 HV8186
 HV8186                          STATION DESCRIPTION
 HV8186
 HV8186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8186'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8186'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8186'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8186'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8186'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8186'SURVEY.
 HV8186' 
 HV8186'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8186'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8186'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8186'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8186'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8186'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8186'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8186'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8186'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8186'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8186'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8186'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8186' 
 HV8186'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8186'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8186'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8186'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8186'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8186'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8186'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8186'DISKS.
 HV8186' 
 HV8186'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8186'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8186'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8186'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8186'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8186'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8186' 
 HV8186'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8186'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8186'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8186'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8186'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8186'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8186'0243-0244.
 HV8186
 HV8186                          STATION RECOVERY (1983)
 HV8186
 HV8186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8186'0.6 KM (0.35 MI) EAST ALONG COUNTYROUTE 610 FROM THE JUNCTION WITH
 HV8186'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8186'THENCE 1.3 KM (0.80 MI) EAST ALONG BURMA ROAD, PAVED THEN GRAVEL TO A
 HV8186'LOCKED PIPE GATE.  (KEY TO THE GATE CAN BE OBTAINED FROM THE
 HV8186'FREDERICKSBURG GEOMAGNETIC CENTER OFFICE).  THENCE 0.2 KM (0.10 MI)
 HV8186'EAST ALONG BURMA ROAD ON THE MILITARY RESERVATION TO THE MARK.  AN NGS
 HV8186'DISC MODIFIED FOR BASELINE USE.  11.3 METERS NORTH FROM THR NORTH EDGE
 HV8186'OF THE WOODS LINE, 6.1 METERSFROM THE CENTER OF BURMA ROAD.
 HV8186
 HV8186                          STATION RECOVERY (1999)
 HV8186
 HV8186'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8186'RECOVERED IN GOOD CONDITION.
 HV8186
 HV8186                          STATION RECOVERY (2002)
 HV8186
 HV8186'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8187 ***********************************************************************
 HV8187  DESIGNATION -  CORBIN BASE POINT 925
 HV8187  PID         -  HV8187
 HV8187  STATE/COUNTY-  VA/CAROLINE
 HV8187  USGS QUAD   -  
 HV8187
 HV8187                         *CURRENT SURVEY CONTROL
 HV8187  ___________________________________________________________________
 HV8187* NAD 83(1986)-  38 12 00.     (N)    077 21 47.     (W)     SCALED    
 HV8187* NAVD 88     -        63.595  (meters)     208.64   (feet)  ADJUSTED  
 HV8187  ___________________________________________________________________
 HV8187  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HV8187  DYNAMIC HT  -          63.557 (meters)     208.52  (feet)  COMP
 HV8187  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 HV8187
 HV8187  VERT ORDER  -  FIRST     CLASS I
 HV8187
 HV8187.The horizontal coordinates were scaled from a topographic map and have
 HV8187.an estimated accuracy of +/- 6 seconds.
 HV8187
 HV8187.The orthometric height was determined by differential leveling
 HV8187.and adjusted by the National Geodetic Survey in June 1991..
 HV8187
 HV8187.The geoid height was determined by GEOID03.
 HV8187
 HV8187.The dynamic height is computed by dividing the NAVD 88
 HV8187.geopotential number by the normal gravity value computed on the
 HV8187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8187.degrees latitude (g = 980.6199 gals.).
 HV8187
 HV8187.The modeled gravity was interpolated from observed gravity values.
 HV8187
 HV8187;                    North         East    Units  Estimated Accuracy
 HV8187;SPC VA N     - 2,059,820.    3,599,580.      MT  (+/- 180 meters Scaled)
 HV8187
 HV8187                          SUPERSEDED SURVEY CONTROL
 HV8187
 HV8187  NGVD 29 (02/12/90)   63.843  (m)          209.46   (f) ADJUSTED    1 1
 HV8187
 HV8187.Superseded values are not recommended for survey control.
 HV8187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8187.See file dsdata.txt to determine how the superseded data were derived.
 HV8187
 HV8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH930306(NAD 83)
 HV8187_MARKER: DD = SURVEY DISK
 HV8187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8187_SP_SET: CONCRETE POST
 HV8187_STAMPING: CORBIN BASE 1976 POINT 925
 HV8187_MARK LOGO: NGS   
 HV8187_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8187+STABILITY: SURFACE MOTION
 HV8187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8187+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8187
 HV8187  HISTORY     - Date     Condition        Report By
 HV8187  HISTORY     - 1976     MONUMENTED       NGS
 HV8187  HISTORY     - 19831003 GOOD             NGS
 HV8187  HISTORY     - 19990210 GOOD             USPSQD
 HV8187  HISTORY     - 20020116 GOOD             USPSQD
 HV8187
 HV8187                          STATION DESCRIPTION
 HV8187
 HV8187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8187'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8187'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8187'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8187'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8187'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8187'SURVEY.
 HV8187' 
 HV8187'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8187'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8187'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8187'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8187'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8187'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8187'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8187'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8187'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8187'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8187'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8187'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8187' 
 HV8187'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8187'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8187'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8187'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8187'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8187'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8187'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8187'DISKS.
 HV8187' 
 HV8187'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8187'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8187'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8187'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8187'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8187'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8187' 
 HV8187'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8187'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8187'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8187'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8187'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8187'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8187'0243-0244.
 HV8187
 HV8187                          STATION RECOVERY (1983)
 HV8187
 HV8187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8187'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE610 FROM THE JUNCTION WITH
 HV8187'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8187'THENCE1.3 KM EAST ALONG BURMA ROAD PAVED THEN GRAVEL TO A LOCKED PIPE
 HV8187'GATE. (KEY TO THE GATE CAN BE OBTAINED FROM THE FREDERICKSBURG
 HV8187'GEPMAGNETIC CENTER OFFICE).  THENCE 0.6 KM (0.35 MI) EASTALONG BURMA
 HV8187'ROAD ON THE MILITARY RESERVATION TO THE MARK.  AN NGS DISK MODIFIED
 HV8187'FOR BASELINE USE.  20.7 METERS SOUTH FROM THE CENTER OF BURMA ROAD AND
 HV8187'IN LINE WITH THE NORTH EDGE OF THE WOODS.
 HV8187
 HV8187                          STATION RECOVERY (1999)
 HV8187
 HV8187'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8187'RECOVERED IN GOOD CONDITION.
 HV8187
 HV8187                          STATION RECOVERY (2002)
 HV8187
 HV8187'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2122 ***********************************************************************
 AJ2122  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ2122  DESIGNATION -  CORBIN CORS ARP
 AJ2122  CORS_ID     -  CORB
 AJ2122  PID         -  AJ2122
 AJ2122  STATE/COUNTY-  VA/CAROLINE
 AJ2122  USGS QUAD   -  
 AJ2122
 AJ2122                         *CURRENT SURVEY CONTROL
 AJ2122  ___________________________________________________________________
 AJ2122* NAD 83(CORS)-  38 12 07.82819(N)    077 22 24.57106(W)     ADJUSTED  
 AJ2122* NAVD 88     -        69.8    (meters)     229.     (feet)  GPS OBS   
 AJ2122  ___________________________________________________________________
 AJ2122  EPOCH DATE  -        2002.00
 AJ2122  X           -   1,097,041.982 (meters)                     COMP
 AJ2122  Y           -  -4,897,239.900 (meters)                     COMP
 AJ2122  Z           -   3,923,126.376 (meters)                     COMP
 AJ2122  ELLIP HEIGHT-          37.25  (meters)          (03/??/02) GPS OBS
 AJ2122  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AJ2122
 AJ2122  HORZ ORDER  -  SPECIAL (CORS)
 AJ2122  ELLP ORDER  -  SPECIAL (CORS)
 AJ2122
 AJ2122.ITRF positions are available for this station.
 AJ2122.The coordinates were established by GPS observations
 AJ2122.and adjusted by the National Geodetic Survey in March 2002..
 AJ2122.The coordinates are valid at the epoch date displayed above.
 AJ2122.The epoch date for horizontal control is a decimal equivalence
 AJ2122.of Year/Month/Day.
 AJ2122
 AJ2122.The orthometric height was determined by GPS observations and a
 AJ2122.high-resolution geoid model.
 AJ2122
 AJ2122.The PID for the CORS L1 Phase Center is AJ2123.
 AJ2122
 AJ2122.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ2122
 AJ2122.The ellipsoidal height was determined by GPS observations
 AJ2122.and is referenced to NAD 83.
 AJ2122
 AJ2122.The geoid height was determined by GEOID03.
 AJ2122
 AJ2122;                    North         East     Units Scale Factor Converg.
 AJ2122;SPC VA N     - 2,060,045.533 3,598,666.726   MT  0.99997449   +0 42 11.1
 AJ2122;SPC VA N     - 6,758,666.05 11,806,625.75   sFT  0.99997449   +0 42 11.1
 AJ2122
 AJ2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2122!SPC VA N     -   0.99999416  x   0.99997449  =   0.99996865
 AJ2122
 AJ2122                          SUPERSEDED SURVEY CONTROL
 AJ2122
 AJ2122  NAD 83(CORS)-  38 12 07.82820(N)    077 22 24.57106(W) AD(1997.00) c
 AJ2122  ELLIP H (03/??/01)   37.25   (m)                       GP(1997.00) c c
 AJ2122
 AJ2122.Superseded values are not recommended for survey control.
 AJ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2122.See file dsdata.txt to determine how the superseded data were derived.
 AJ2122
 AJ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9217330910(NAD 83)
 AJ2122_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ2122
 AJ2122                          STATION DESCRIPTION
 AJ2122
 AJ2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ2122'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ2122'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ2122'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ2122'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ2122'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2123 ***********************************************************************
 AJ2123  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ2123  DESIGNATION -  CORBIN CORS L1 PHASE CENTER
 AJ2123  CORS_ID     -  CORB
 AJ2123  PID         -  AJ2123
 AJ2123  STATE/COUNTY-  VA/CAROLINE
 AJ2123  USGS QUAD   -  
 AJ2123
 AJ2123                         *CURRENT SURVEY CONTROL
 AJ2123  ___________________________________________________________________
 AJ2123* NAD 83(CORS)-  38 12 07.82819(N)    077 22 24.57106(W)     ADJUSTED  
 AJ2123* NAVD 88     -                                                        
 AJ2123  ___________________________________________________________________
 AJ2123  EPOCH DATE  -        2002.00
 AJ2123  X           -   1,097,042.001 (meters)                     COMP
 AJ2123  Y           -  -4,897,239.984 (meters)                     COMP
 AJ2123  Z           -   3,923,126.444 (meters)                     COMP
 AJ2123  ELLIP HEIGHT-          37.36  (meters)          (03/??/02) GPS OBS
 AJ2123  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AJ2123
 AJ2123  HORZ ORDER  -  SPECIAL (CORS)
 AJ2123  ELLP ORDER  -  SPECIAL (CORS)
 AJ2123
 AJ2123.ITRF positions are available for this station.
 AJ2123.The coordinates were established by GPS observations
 AJ2123.and adjusted by the National Geodetic Survey in March 2002..
 AJ2123.The coordinates are valid at the epoch date displayed above.
 AJ2123.The epoch date for horizontal control is a decimal equivalence
 AJ2123.of Year/Month/Day.
 AJ2123
 AJ2123
 AJ2123.The PID for the CORS ARP is AJ2122.
 AJ2123
 AJ2123.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ2123
 AJ2123.The ellipsoidal height was determined by GPS observations
 AJ2123.and is referenced to NAD 83.
 AJ2123
 AJ2123.The geoid height was determined by GEOID03.
 AJ2123
 AJ2123;                    North         East     Units Scale Factor Converg.
 AJ2123;SPC VA N     - 2,060,045.533 3,598,666.726   MT  0.99997449   +0 42 11.1
 AJ2123;SPC VA N     - 6,758,666.05 11,806,625.75   sFT  0.99997449   +0 42 11.1
 AJ2123
 AJ2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2123!SPC VA N     -   0.99999414  x   0.99997449  =   0.99996863
 AJ2123
 AJ2123                          SUPERSEDED SURVEY CONTROL
 AJ2123
 AJ2123  NAD 83(CORS)-  38 12 07.82820(N)    077 22 24.57106(W) AD(1997.00) c
 AJ2123  ELLIP H (03/??/01)   37.36   (m)                       GP(1997.00) c c
 AJ2123
 AJ2123.Superseded values are not recommended for survey control.
 AJ2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2123.See file dsdata.txt to determine how the superseded data were derived.
 AJ2123
 AJ2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9217330910(NAD 83)
 AJ2123_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ2123
 AJ2123                          STATION DESCRIPTION
 AJ2123
 AJ2123'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ2123'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ2123'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ2123'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ2123'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ2123'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4313 ***********************************************************************
 AH4313  DESIGNATION -  CORBIN N PIER
 AH4313  PID         -  AH4313
 AH4313  STATE/COUNTY-  VA/CAROLINE
 AH4313  USGS QUAD   -  
 AH4313
 AH4313                         *CURRENT SURVEY CONTROL
 AH4313  ___________________________________________________________________
 AH4313* NAD 83(1986)-  38 12 08.     (N)    077 22 24.     (W)     SCALED    
 AH4313* NAVD 88     -        69.744  (meters)     228.82   (feet)  ADJUSTED  
 AH4313  ___________________________________________________________________
 AH4313  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH4313  DYNAMIC HT  -          69.702 (meters)     228.68  (feet)  COMP
 AH4313  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 AH4313
 AH4313  VERT ORDER  -  FIRST     CLASS II
 AH4313
 AH4313.The horizontal coordinates were scaled from a topographic map and have
 AH4313.an estimated accuracy of +/- 6 seconds.
 AH4313
 AH4313.The orthometric height was determined by differential leveling
 AH4313.and adjusted by the National Geodetic Survey in November 1999..
 AH4313
 AH4313.The geoid height was determined by GEOID03.
 AH4313
 AH4313.The dynamic height is computed by dividing the NAVD 88
 AH4313.geopotential number by the normal gravity value computed on the
 AH4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4313.degrees latitude (g = 980.6199 gals.).
 AH4313
 AH4313.The modeled gravity was interpolated from observed gravity values.
 AH4313
 AH4313;                    North         East    Units  Estimated Accuracy
 AH4313;SPC VA N     - 2,060,050.    3,598,680.      MT  (+/- 180 meters Scaled)
 AH4313
 AH4313                          SUPERSEDED SURVEY CONTROL
 AH4313
 AH4313.No superseded survey control is available for this station.
 AH4313
 AH4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921309(NAD 83)
 AH4313_MARKER: Z = SEE DESCRIPTION
 AH4313_SETTING: 0 = UNSPECIFIED SETTING
 AH4313_PROJECTION: FLUSH
 AH4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4313+STABILITY: SURFACE MOTION
 AH4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4313+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 AH4313
 AH4313  HISTORY     - Date     Condition        Report By
 AH4313  HISTORY     - 1994     MONUMENTED       NGS
 AH4313  HISTORY     - 20020116 GOOD             USPSQD
 AH4313
 AH4313                          STATION DESCRIPTION
 AH4313
 AH4313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 AH4313'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 AH4313'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 AH4313'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 AH4313'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 AH4313'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 AH4313'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 AH4313'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 AH4313'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN. TURN LEFT AND GO
 AH4313'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 AH4313'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 AH4313'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD ONTO THE GROUNDS OF THE
 AH4313'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 AH4313'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 AH4313'LEFT.  TURN LEFT AND GO NORTH CURVING TO THE EAST ON THE DRIVEWAY FOR
 AH4313'ABOUT 0.42 KM (0.25 MI) TO A SMALL WHITE WOOD FRAME BUILDING ON THE
 AH4313'LEFT (BUILDING 11) AND THE STATION. THE STATION IS THE CENTER OF A
 AH4313'FIVE EIGHTHS BY ELEVEN INCH THREADED HOLE IN THE CENTER OF A BLACK
 AH4313'ANODIZED TRIANGULAR ALUMINUM PLATE SEVEN INCHES ON A SIDE. THE PLATE
 AH4313'HAS THREE V-GROOVES RADIATING FROM THE CENTER AT 120 DEGREES AND IS
 AH4313'PERMANENTLY ATTACHED TO THE TOP OF A 15.2 CM (6 INCH) CONCRETE FILLED
 AH4313'PVC PIPE.  THE PIPE PROJECTS 1.448 M (4.751 FT) ABOVE GROUND LEVEL AND
 AH4313'IS SET 0.76 M (2.49 FT) INTO A CONCRETE FOUNDATION WHICH IS 38 CM (15
 AH4313'INCHES) IN DIAMETER AT THE TOP, 0.46 CM (18 INCHES) AT THE BOTTOM AT A
 AH4313'DEPTH OF 0.91 M (2.99 FT). THE ELEVATION OF THIS MARK IS AT THE TOP
 AH4313'FLAT SURFACE OF THE TRIANGULAR PLATE. IT IS 21.0 M (68.9 FT) NORTHEAST
 AH4313'OF THE NORTHEAST CORNER OF BUILDING 11, 21.1 M (69.2 FT) NORTH OF THE
 AH4313'CENTER OF A GRAVEL DRIVEWAY, 19.2 M (63.0 FT) EAST OF THE NORTHEAST
 AH4313'CORNER OF A SMALL METAL STORAGE BUILDING, 9.85 M (32.32 FT) NORTHWEST
 AH4313'OF ASTRO WEST PIER AND 4.98 M (16.34 FT) NORTH OF CORBIN S PIER.
 AH4313
 AH4313                          STATION RECOVERY (2002)
 AH4313
 AH4313'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 AH4313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4315 ***********************************************************************
 AH4315  DESIGNATION -  CORBIN N PIER ADAPTOR
 AH4315  PID         -  AH4315
 AH4315  STATE/COUNTY-  VA/CAROLINE
 AH4315  USGS QUAD   -  
 AH4315
 AH4315                         *CURRENT SURVEY CONTROL
 AH4315  ___________________________________________________________________
 AH4315* NAD 83(1986)-  38 12 08.     (N)    077 22 24.     (W)     SCALED    
 AH4315* NAVD 88     -        69.868  (meters)     229.23   (feet)  ADJUSTED  
 AH4315  ___________________________________________________________________
 AH4315  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH4315  DYNAMIC HT  -          69.826 (meters)     229.09  (feet)  COMP
 AH4315  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 AH4315
 AH4315  VERT ORDER  -  FIRST     CLASS II
 AH4315
 AH4315.The horizontal coordinates were scaled from a topographic map and have
 AH4315.an estimated accuracy of +/- 6 seconds.
 AH4315
 AH4315.The orthometric height was determined by differential leveling
 AH4315.and adjusted by the National Geodetic Survey in November 1999..
 AH4315
 AH4315.The geoid height was determined by GEOID03.
 AH4315
 AH4315.The dynamic height is computed by dividing the NAVD 88
 AH4315.geopotential number by the normal gravity value computed on the
 AH4315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4315.degrees latitude (g = 980.6199 gals.).
 AH4315
 AH4315.The modeled gravity was interpolated from observed gravity values.
 AH4315
 AH4315;                    North         East    Units  Estimated Accuracy
 AH4315;SPC VA N     - 2,060,050.    3,598,680.      MT  (+/- 180 meters Scaled)
 AH4315
 AH4315                          SUPERSEDED SURVEY CONTROL
 AH4315
 AH4315.No superseded survey control is available for this station.
 AH4315
 AH4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921309(NAD 83)
 AH4315_MARKER: Z = SEE DESCRIPTION
 AH4315_SETTING: 0 = UNSPECIFIED SETTING
 AH4315_PROJECTION: FLUSH
 AH4315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4315+STABILITY: SURFACE MOTION
 AH4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4315+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 AH4315
 AH4315  HISTORY     - Date     Condition        Report By
 AH4315  HISTORY     - 1994     MONUMENTED       NGS
 AH4315  HISTORY     - 20020116 GOOD             USPSQD
 AH4315
 AH4315                          STATION DESCRIPTION
 AH4315
 AH4315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 AH4315'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 AH4315'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 AH4315'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 AH4315'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 AH4315'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 AH4315'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 AH4315'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 AH4315'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN. TURN LEFT AND GO
 AH4315'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 AH4315'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 AH4315'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD ONTO THE GROUNDS OF THE
 AH4315'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 AH4315'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 AH4315'LEFT.  TURN LEFT AND GO NORTH CURVING TO THE EAST ON THE DRIVEWAY FOR
 AH4315'ABOUT 0.42 KM (0.25 MI) TO A SMALL WHITE WOOD FRAME BUILDING ON THE
 AH4315'LEFT (BUILDING 11) AND THE STATION. THE STATION IS THE CENTER OF A
 AH4315'REMOVABLE STUD PROTRUDING FROM THE TOP CENTER OF A STANDARD TRIBRACH
 AH4315'ADAPTOR.  THE PROTRUDING END OF THE STUD HAS EXTERIOR FIVE EIGHTHS
 AH4315'ELEVEN THREADS.  THE STUD ROTATES IN THE TRIBRACH AND LOCKS IN PLACE
 AH4315'VIA A SIDE MOUNTED THUMB SCREW.  THE ELEVATION OF THIS MARK IS AT THE
 AH4315'TOP FLAT SURFACE OF THE STANDARD TRIBRACH ADAPTOR.  THE TRIBRACH
 AH4315'ADAPTOR IS PERMANENTLY ATTACHED TO AN ADAPTOR WHICH LOCKS ON THE TOP
 AH4315'OF A KERN COLLIMATOR TRIVET.  THE TOP OF THE TRIVET HAS A LEVEL BUBBLE
 AH4315'MOUNTED TO IT AND ROTATES ABOUT A HELICAL SURFACE WHICH ALLOWS IT TO
 AH4315'BE LEVELED WITHOUT CHANGING ITS HEIGHT.  ONCE LEVELED IT CAN BE LOCKED
 AH4315'VIA A LEVER MOUNTED BELOW THE HELICAL SURFACE.  THE BOTTOM PART OF THE
 AH4315'KERN TRIVET IS FORCED CENTERED TO A TRIANGULAR SHAPED PLATE VIA THREE
 AH4315'POINTED FEET WHICH REST IN THE THREE V-GROOVES OF THE PLATE.  THE
 AH4315'TRIVET IS SEMI-PERMANENTLY ATTACHED TO THE PLATE BY THREE HOLD DOWN
 AH4315'CLAMPS, ONE ON EACH OF THE THREE FEET.  THE CENTER OF THIS PLATE IS
 AH4315'STATION CORBIN N PIER. IT IS 21.0 M (68.9 FT) NORTHEAST OF THE
 AH4315'NORTHEAST CORNER OF BUILDING 11, 21.1 M (69.2 FT) NORTH OF THE CENTER
 AH4315'OF A GRAVEL DRIVEWAY, 19.2 M (63.0 FT) EAST OF THE NORTHEAST CORNER OF
 AH4315'A SMALL METAL STORAGE BUILDING, 9.85 M (32.32 FT) WEST OF ASTRO WEST
 AH4315'PIER AND 4.98 M (16.34 FT) NORTH OF CORBIN S PIER.
 AH4315
 AH4315                          STATION RECOVERY (2002)
 AH4315
 AH4315'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 AH4315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8180 ***********************************************************************
 HV8180  DESIGNATION -  CORBIN QUAD 1
 HV8180  PID         -  HV8180
 HV8180  STATE/COUNTY-  VA/CAROLINE
 HV8180  USGS QUAD   -  GUINEA (1966)
 HV8180
 HV8180                         *CURRENT SURVEY CONTROL
 HV8180  ___________________________________________________________________
 HV8180* NAD 83(1993)-  38 12 08.57815(N)    077 22 28.45549(W)     ADJUSTED  
 HV8180* NAVD 88     -        66.363  (meters)     217.73   (feet)  ADJUSTED  
 HV8180  ___________________________________________________________________
 HV8180  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HV8180  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8180  DYNAMIC HT  -          66.323 (meters)     217.59  (feet)  COMP
 HV8180  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV8180
 HV8180  HORZ ORDER  -  THIRD
 HV8180  VERT ORDER  -  FIRST     CLASS I
 HV8180
 HV8180.The horizontal coordinates were established by classical geodetic methods
 HV8180.and adjusted by the National Geodetic Survey in November 1994..
 HV8180
 HV8180.The orthometric height was determined by differential leveling
 HV8180.and adjusted by the National Geodetic Survey in June 1991..
 HV8180
 HV8180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8180
 HV8180.The geoid height was determined by GEOID03.
 HV8180
 HV8180.The dynamic height is computed by dividing the NAVD 88
 HV8180.geopotential number by the normal gravity value computed on the
 HV8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8180.degrees latitude (g = 980.6199 gals.).
 HV8180
 HV8180.The modeled gravity was interpolated from observed gravity values.
 HV8180
 HV8180;                    North         East     Units Scale Factor Converg.
 HV8180;SPC VA N     - 2,060,067.495 3,598,571.941   MT  0.99997447   +0 42 08.6
 HV8180;SPC VA N     - 6,758,738.11 11,806,314.78   sFT  0.99997447   +0 42 08.6
 HV8180;UTM  18      - 4,230,935.643   292,079.132   MT  1.00013245   -1 28 08.6
 HV8180
 HV8180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8180!SPC VA N     -   0.99999469  x   0.99997447  =   0.99996916
 HV8180!UTM  18      -   0.99999469  x   1.00013245  =   1.00012714
 HV8180
 HV8180                          SUPERSEDED SURVEY CONTROL
 HV8180
 HV8180  NAD 83(1993)-  38 12 08.58007(N)    077 22 28.46948(W) AD(       ) 3
 HV8180  NAD 83(1986)-  38 12 08.57925(N)    077 22 28.47002(W) AD(       ) 3
 HV8180  NGVD 29 (02/12/90)   66.611  (m)          218.54   (f) ADJUSTED    1 1
 HV8180
 HV8180.Superseded values are not recommended for survey control.
 HV8180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8180.See file dsdata.txt to determine how the superseded data were derived.
 HV8180
 HV8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9207930936(NAD 83)
 HV8180_MARKER: DE = TRAVERSE STATION DISK
 HV8180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8180_SP_SET: CONCRETE POST
 HV8180_STAMPING: CORBIN QUAD 1 1981
 HV8180_MARK LOGO: CGS   
 HV8180_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8180+STABILITY: SURFACE MOTION
 HV8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8180+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8180
 HV8180  HISTORY     - Date     Condition        Report By
 HV8180  HISTORY     - 1981     MONUMENTED       NGS
 HV8180  HISTORY     - 19831003 GOOD             NGS
 HV8180  HISTORY     - 19990210 GOOD             USPSQD
 HV8180  HISTORY     - 20020116 GOOD             USPSQD
 HV8180
 HV8180                          STATION DESCRIPTION
 HV8180
 HV8180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8180'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTIONWITH
 HV8180'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN, TO A FORK,
 HV8180'THENCE 0.5 KM (0.30 MI) EAST ALONG BURMA ROAD TO A CIRCLE DRIVEWAY ON
 HV8180'THE LEFT.  THENCE 0.2 KM (0.10 MI) NORTH THEN EAST ALONG THE DRIVEWAY
 HV8180'TO THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT
 HV8180'AND A NARROW PAVED STREET ON THE LEFT.  THENCE 0.1 KM (0.05 MI) NORTH
 HV8180'ALONG THE PAVED STREET PASSING BETWEEN THE OFFICE BUILDING AND A
 HV8180'FIVE-BAY GARAGE TO THE MARK ON THE LEFT.  35 METERS WEST FROM THE
 HV8180'CENTER OF THE PAVED STREET, 26.8 METERS NORTH FROM THE NORTH EDGE OF A
 HV8180'LARGE WHITE FRAME BUILDING, 10.8 METERS EAST FROM THE EAST CORNER OF A
 HV8180'WEATHER STAND.
 HV8180
 HV8180                          STATION RECOVERY (1999)
 HV8180
 HV8180'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8180'RECOVERED IN GOOD CONDITION.
 HV8180
 HV8180                          STATION RECOVERY (2002)
 HV8180
 HV8180'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8179 ***********************************************************************
 HV8179  DESIGNATION -  CORBIN QUAD 2
 HV8179  PID         -  HV8179
 HV8179  STATE/COUNTY-  VA/CAROLINE
 HV8179  USGS QUAD   -  
 HV8179
 HV8179                         *CURRENT SURVEY CONTROL
 HV8179  ___________________________________________________________________
 HV8179* NAD 83(1993)-  38 12 11.33208(N)    077 22 24.80756(W)     ADJUSTED  
 HV8179* NAVD 88     -        67.312  (meters)     220.84   (feet)  ADJUSTED  
 HV8179  ___________________________________________________________________
 HV8179  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HV8179  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8179  DYNAMIC HT  -          67.272 (meters)     220.71  (feet)  COMP
 HV8179  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV8179
 HV8179  HORZ ORDER  -  THIRD
 HV8179  VERT ORDER  -  FIRST     CLASS I
 HV8179
 HV8179.The horizontal coordinates were established by classical geodetic methods
 HV8179.and adjusted by the National Geodetic Survey in November 1994..
 HV8179
 HV8179.The orthometric height was determined by differential leveling
 HV8179.and adjusted by the National Geodetic Survey in June 1991..
 HV8179
 HV8179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8179
 HV8179.The geoid height was determined by GEOID03.
 HV8179
 HV8179.The dynamic height is computed by dividing the NAVD 88
 HV8179.geopotential number by the normal gravity value computed on the
 HV8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8179.degrees latitude (g = 980.6199 gals.).
 HV8179
 HV8179.The modeled gravity was interpolated from observed gravity values.
 HV8179
 HV8179;                    North         East     Units Scale Factor Converg.
 HV8179;SPC VA N     - 2,060,153.488 3,598,659.647   MT  0.99997437   +0 42 10.9
 HV8179;SPC VA N     - 6,759,020.24 11,806,602.53   sFT  0.99997437   +0 42 10.9
 HV8179;UTM  18      - 4,231,018.264   292,170.047   MT  1.00013199   -1 28 06.4
 HV8179
 HV8179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8179!SPC VA N     -   0.99999454  x   0.99997437  =   0.99996892
 HV8179!UTM  18      -   0.99999454  x   1.00013199  =   1.00012653
 HV8179
 HV8179                          SUPERSEDED SURVEY CONTROL
 HV8179
 HV8179  NAD 83(1993)-  38 12 11.33402(N)    077 22 24.82153(W) AD(       ) 3
 HV8179  NAD 83(1986)-  38 12 11.33333(N)    077 22 24.82194(W) AD(       ) 3
 HV8179  NGVD 29 (02/12/90)   67.561  (m)          221.66   (f) ADJUSTED    1 1
 HV8179
 HV8179.Superseded values are not recommended for survey control.
 HV8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8179.See file dsdata.txt to determine how the superseded data were derived.
 HV8179
 HV8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9217031018(NAD 83)
 HV8179_MARKER: DE = TRAVERSE STATION DISK
 HV8179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8179_SP_SET: CONCRETE POST
 HV8179_STAMPING: CORBIN QUAD 2 1981
 HV8179_MARK LOGO: CGS   
 HV8179_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8179+STABILITY: SURFACE MOTION
 HV8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8179+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8179
 HV8179  HISTORY     - Date     Condition        Report By
 HV8179  HISTORY     - 1981     MONUMENTED       NGS
 HV8179  HISTORY     - 19831003 GOOD             NGS
 HV8179  HISTORY     - 19990210 GOOD             USPSQD
 HV8179  HISTORY     - 20020116 GOOD             USPSQD
 HV8179
 HV8179                          STATION DESCRIPTION
 HV8179
 HV8179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8179'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8179'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8179'THENCE 0.5 KM (0.30 MI) EAST ALONG BURMA ROAD TO A CIRCLE DRIVEWAY ON
 HV8179'THE LEFT, THENCE 0.2 KM (0.10 MI) NORTH THEN EAST ALONG THE DRIVEWAY
 HV8179'TO THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV8179'THENCE 0.4 KM (0.25 MI) EAST AND NORTH PASSING TO THE RIGHT OF A
 HV8179'FIVE-BAY GARAGE TO THE END OF THE GRAVEL DRIVE AT BUILDING 8 AND THE
 HV8179'MARK ON THE LEFT.  55.2 METERS EAST FROM THE EAST CORNER OF A LARGE
 HV8179'WHITE FRAME BUILDING, 37.4 METERS SOUTHWEST FROM THE SUOTHWEST CORNER
 HV8179'OF BUILDING 8, 18.7 METERS NORTH FROM A LONE 25 CM DIAMETER CEDAR
 HV8179'TREE.
 HV8179
 HV8179                          STATION RECOVERY (1999)
 HV8179
 HV8179'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8179'RECOVERED IN GOOD CONDITION.
 HV8179
 HV8179                          STATION RECOVERY (2002)
 HV8179
 HV8179'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8178 ***********************************************************************
 HV8178  DESIGNATION -  CORBIN QUAD 3
 HV8178  PID         -  HV8178
 HV8178  STATE/COUNTY-  VA/CAROLINE
 HV8178  USGS QUAD   -  
 HV8178
 HV8178                         *CURRENT SURVEY CONTROL
 HV8178  ___________________________________________________________________
 HV8178* NAD 83(1993)-  38 12 08.47471(N)    077 22 21.25437(W)     ADJUSTED  
 HV8178* NAVD 88     -        68.352  (meters)     224.25   (feet)  ADJUSTED  
 HV8178  ___________________________________________________________________
 HV8178  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HV8178  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8178  DYNAMIC HT  -          68.310 (meters)     224.11  (feet)  COMP
 HV8178  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV8178
 HV8178  HORZ ORDER  -  THIRD
 HV8178  VERT ORDER  -  FIRST     CLASS I
 HV8178
 HV8178.The horizontal coordinates were established by classical geodetic methods
 HV8178.and adjusted by the National Geodetic Survey in November 1994..
 HV8178
 HV8178.The orthometric height was determined by differential leveling
 HV8178.and adjusted by the National Geodetic Survey in June 1991..
 HV8178
 HV8178.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8178
 HV8178.The geoid height was determined by GEOID03.
 HV8178
 HV8178.The dynamic height is computed by dividing the NAVD 88
 HV8178.geopotential number by the normal gravity value computed on the
 HV8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8178.degrees latitude (g = 980.6199 gals.).
 HV8178
 HV8178.The modeled gravity was interpolated from observed gravity values.
 HV8178
 HV8178;                    North         East     Units Scale Factor Converg.
 HV8178;SPC VA N     - 2,060,066.456 3,598,747.171   MT  0.99997447   +0 42 13.1
 HV8178;SPC VA N     - 6,758,734.70 11,806,889.68   sFT  0.99997447   +0 42 13.1
 HV8178;UTM  18      - 4,230,927.963   292,254.224   MT  1.00013155   -1 28 04.1
 HV8178
 HV8178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8178!SPC VA N     -   0.99999438  x   0.99997447  =   0.99996885
 HV8178!UTM  18      -   0.99999438  x   1.00013155  =   1.00012593
 HV8178
 HV8178                          SUPERSEDED SURVEY CONTROL
 HV8178
 HV8178  NAD 83(1993)-  38 12 08.47663(N)    077 22 21.26830(W) AD(       ) 3
 HV8178  NAD 83(1986)-  38 12 08.47582(N)    077 22 21.26853(W) AD(       ) 3
 HV8178  NGVD 29 (02/12/90)   68.600  (m)          225.07   (f) ADJUSTED    1 1
 HV8178
 HV8178.Superseded values are not recommended for survey control.
 HV8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8178.See file dsdata.txt to determine how the superseded data were derived.
 HV8178
 HV8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9225430928(NAD 83)
 HV8178_MARKER: DE = TRAVERSE STATION DISK
 HV8178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8178_SP_SET: CONCRETE POST
 HV8178_STAMPING: CORBIN QUAD 3 1981
 HV8178_MARK LOGO: CGS   
 HV8178_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8178+STABILITY: SURFACE MOTION
 HV8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8178+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8178
 HV8178  HISTORY     - Date     Condition        Report By
 HV8178  HISTORY     - 1981     MONUMENTED       NGS
 HV8178  HISTORY     - 19831003 GOOD             NGS
 HV8178  HISTORY     - 19990210 GOOD             USPSQD
 HV8178  HISTORY     - 20020116 GOOD             USPSQD
 HV8178
 HV8178                          STATION DESCRIPTION
 HV8178
 HV8178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8178'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8178'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN, TO A FORK,
 HV8178'THENCE 0.2 KM (0.10 MI) EAST ALONG BURMA ROAD TO A CIRCLE DRIVEWAY ON
 HV8178'THE LEFT.  THENCE 0.2 KM (0.10 MI) NORTH THEN EAST ALONG THE DRIVEWAY
 HV8178'TO THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON THE LEFT.
 HV8178'THENCE 0.2 KM (0.10 MI) EAST AND NORTHEAST PASSING TO THE RIGHT OF A
 HV8178'FIVE-BAY GARAGE ALONG A GRAVEL DRIVE TO THE MARK ON THE RIGHT.  11.6
 HV8178'METERS NORTH FROM THE NORTH EDGE OF A CLEARED AREA, 1.8 METERS EAST
 HV8178'FROM THE CENTER OF THE GRAVEL DRIVE, AND 0.9 METERS WEST OF A WOODS
 HV8178'LINE.
 HV8178
 HV8178                          STATION RECOVERY (1999)
 HV8178
 HV8178'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8178'RECOVERED IN GOOD CONDITION.
 HV8178
 HV8178                          STATION RECOVERY (2002)
 HV8178
 HV8178'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8182 ***********************************************************************
 HV8182  DESIGNATION -  CORBIN QUAD 4
 HV8182  PID         -  HV8182
 HV8182  STATE/COUNTY-  VA/CAROLINE
 HV8182  USGS QUAD   -  
 HV8182
 HV8182                         *CURRENT SURVEY CONTROL
 HV8182  ___________________________________________________________________
 HV8182* NAD 83(1993)-  38 12 05.06241(N)    077 22 24.19459(W)     ADJUSTED  
 HV8182* NAVD 88     -        67.407  (meters)     221.15   (feet)  ADJUSTED  
 HV8182  ___________________________________________________________________
 HV8182  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HV8182  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8182  DYNAMIC HT  -          67.366 (meters)     221.02  (feet)  COMP
 HV8182  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV8182
 HV8182  HORZ ORDER  -  THIRD
 HV8182  VERT ORDER  -  FIRST     CLASS I
 HV8182
 HV8182.The horizontal coordinates were established by classical geodetic methods
 HV8182.and adjusted by the National Geodetic Survey in November 1994..
 HV8182
 HV8182.The orthometric height was determined by differential leveling
 HV8182.and adjusted by the National Geodetic Survey in June 1991..
 HV8182
 HV8182.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8182
 HV8182.The geoid height was determined by GEOID03.
 HV8182
 HV8182.The dynamic height is computed by dividing the NAVD 88
 HV8182.geopotential number by the normal gravity value computed on the
 HV8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8182.degrees latitude (g = 980.6199 gals.).
 HV8182
 HV8182.The modeled gravity was interpolated from observed gravity values.
 HV8182
 HV8182;                    North         East     Units Scale Factor Converg.
 HV8182;SPC VA N     - 2,059,960.375 3,598,676.931   MT  0.99997459   +0 42 11.3
 HV8182;SPC VA N     - 6,758,386.66 11,806,659.23   sFT  0.99997459   +0 42 11.3
 HV8182;UTM  18      - 4,230,824.604   292,180.004   MT  1.00013193   -1 28 05.9
 HV8182
 HV8182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8182!SPC VA N     -   0.99999453  x   0.99997459  =   0.99996912
 HV8182!UTM  18      -   0.99999453  x   1.00013193  =   1.00012646
 HV8182
 HV8182                          SUPERSEDED SURVEY CONTROL
 HV8182
 HV8182  NAD 83(1993)-  38 12 05.06431(N)    077 22 24.20855(W) AD(       ) 3
 HV8182  NAD 83(1986)-  38 12 05.06333(N)    077 22 24.20890(W) AD(       ) 3
 HV8182  NGVD 29 (02/12/90)   67.656  (m)          221.97   (f) ADJUSTED    1 1
 HV8182
 HV8182.Superseded values are not recommended for survey control.
 HV8182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8182.See file dsdata.txt to determine how the superseded data were derived.
 HV8182
 HV8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9218030825(NAD 83)
 HV8182_MARKER: DE = TRAVERSE STATION DISK
 HV8182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8182_SP_SET: CONCRETE POST
 HV8182_STAMPING: CORBIN QUAD 4 1981
 HV8182_MARK LOGO: NGS   
 HV8182_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8182+STABILITY: SURFACE MOTION
 HV8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8182+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8182
 HV8182  HISTORY     - Date     Condition        Report By
 HV8182  HISTORY     - 1981     MONUMENTED       NGS
 HV8182  HISTORY     - 19831003 GOOD             NGS
 HV8182  HISTORY     - 19990210 GOOD             USPSQD
 HV8182  HISTORY     - 20020116 GOOD             USPSQD
 HV8182
 HV8182                          STATION DESCRIPTION
 HV8182
 HV8182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8182'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTIONWITH
 HV8182'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN, TO A FORK,
 HV8182'THENCE 0.7 KM (0.45 MI) EAST ALONG BURMA ROAD TO THE SECOND ENTRANCE
 HV8182'TO A CIRCULAR DRIVE LEADING TO THE FREDERICKSBURG GEOMAGNETIC CENTER
 HV8182'OFFICE BUILDING AND TO THE MARK ON THE LEFT.  15.5 METERS EAST FROM
 HV8182'THE CENTER OF THE CIRCULAR DRIVEWAY, 14 METERS NORTH FROM THE CENTER
 HV8182'OF BURMA ROAD, 1.9 METERS SOUTHWEST FROM A TELEPHONE POLE OF
 HV8182'UNDERGROUND CABLE.
 HV8182
 HV8182                          STATION RECOVERY (1999)
 HV8182
 HV8182'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8182'RECOVERED IN GOOD CONDITION.
 HV8182
 HV8182                          STATION RECOVERY (2002)
 HV8182
 HV8182'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8189 ***********************************************************************
 HV8189  DESIGNATION -  CORBIN QUAD CP
 HV8189  PID         -  HV8189
 HV8189  STATE/COUNTY-  VA/CAROLINE
 HV8189  USGS QUAD   -  
 HV8189
 HV8189                         *CURRENT SURVEY CONTROL
 HV8189  ___________________________________________________________________
 HV8189* NAD 83(1993)-  38 12 08.52185(N)    077 22 24.53288(W)     ADJUSTED  
 HV8189* NAVD 88     -        68.055  (meters)     223.28   (feet)  ADJUSTED  
 HV8189  ___________________________________________________________________
 HV8189  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HV8189  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8189  DYNAMIC HT  -          68.014 (meters)     223.14  (feet)  COMP
 HV8189  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 HV8189
 HV8189  HORZ ORDER  -  THIRD
 HV8189  VERT ORDER  -  FIRST     CLASS I
 HV8189
 HV8189.The horizontal coordinates were established by classical geodetic methods
 HV8189.and adjusted by the National Geodetic Survey in November 1994..
 HV8189
 HV8189.The orthometric height was determined by differential leveling
 HV8189.and adjusted by the National Geodetic Survey in June 1991..
 HV8189
 HV8189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8189
 HV8189.The geoid height was determined by GEOID03.
 HV8189
 HV8189.The dynamic height is computed by dividing the NAVD 88
 HV8189.geopotential number by the normal gravity value computed on the
 HV8189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8189.degrees latitude (g = 980.6199 gals.).
 HV8189
 HV8189.The modeled gravity was interpolated from observed gravity values.
 HV8189
 HV8189;                    North         East     Units Scale Factor Converg.
 HV8189;SPC VA N     - 2,060,066.930 3,598,667.392   MT  0.99997447   +0 42 11.1
 HV8189;SPC VA N     - 6,758,736.25 11,806,627.94   sFT  0.99997447   +0 42 11.1
 HV8189;UTM  18      - 4,230,931.460   292,174.508   MT  1.00013196   -1 28 06.2
 HV8189
 HV8189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8189!SPC VA N     -   0.99999443  x   0.99997447  =   0.99996890
 HV8189!UTM  18      -   0.99999443  x   1.00013196  =   1.00012639
 HV8189
 HV8189                          SUPERSEDED SURVEY CONTROL
 HV8189
 HV8189  NAD 83(1993)-  38 12 08.52377(N)    077 22 24.54685(W) AD(       ) 3
 HV8189  NAD 83(1986)-  38 12 08.52297(N)    077 22 24.54724(W) AD(       ) 3
 HV8189  NGVD 29 (02/12/90)   68.304  (m)          224.09   (f) ADJUSTED    1 1
 HV8189
 HV8189.Superseded values are not recommended for survey control.
 HV8189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8189.See file dsdata.txt to determine how the superseded data were derived.
 HV8189
 HV8189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9217530931(NAD 83)
 HV8189_MARKER: DD = SURVEY DISK
 HV8189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8189_SP_SET: CONCRETE POST
 HV8189_STAMPING: CORBIN QUAD C.P. 1981
 HV8189_MARK LOGO: NGS   
 HV8189_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8189+STABILITY: SURFACE MOTION
 HV8189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8189+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8189
 HV8189  HISTORY     - Date     Condition        Report By
 HV8189  HISTORY     - 1981     MONUMENTED       NGS
 HV8189  HISTORY     - 19831003 GOOD             NGS
 HV8189  HISTORY     - 19990210 GOOD             USPSQD
 HV8189  HISTORY     - 20020116 GOOD             USPSQD
 HV8189
 HV8189                          STATION DESCRIPTION
 HV8189
 HV8189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HV8189'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8189'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8189'THENCE 0.5 KM (0.30 MI) EAST ALONG BURMA ROAD TO A CIRCLE DRIVEWAY ON
 HV8189'THE LEFT.  THENCE NORTH THEN EAST ON THE DRIVEWAY FOR 0.2 KM
 HV8189'(0.10 MI) TO THE FREDERICKSBURG GEOMAGNETIC CENTER OFFICE BUILDING ON
 HV8189'THE LEFT.  THENCE 0.1 KM (0.05 MI) EAST ALONG THE DRIVEWAY TO A
 HV8189'FIVE-BAY GARAGE ON THE LEFT, THENCE 0.2 KM (0.10 MI) EAST AND
 HV8189'NORTHEAST ALONG A GRAVEL DRIVE TO THE MARK ON THE LEFT.  43 METERS
 HV8189'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL FRAME BUILDING,
 HV8189'41.1 METERS NORTH FROM THE CENTER OF THE GRAVEL DRIVE, 36.9 METERS ENE
 HV8189'FROM THE EXTREME NE CORNER OF THE FIVE-BAY GARAGE.
 HV8189
 HV8189                          STATION RECOVERY (1999)
 HV8189
 HV8189'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8189'RECOVERED IN GOOD CONDITION.
 HV8189
 HV8189                          STATION RECOVERY (2002)
 HV8189
 HV8189'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4314 ***********************************************************************
 AH4314  DESIGNATION -  CORBIN S PIER
 AH4314  PID         -  AH4314
 AH4314  STATE/COUNTY-  VA/CAROLINE
 AH4314  USGS QUAD   -  
 AH4314
 AH4314                         *CURRENT SURVEY CONTROL
 AH4314  ___________________________________________________________________
 AH4314* NAD 83(1986)-  38 12 08.     (N)    077 22 24.     (W)     SCALED    
 AH4314* NAVD 88     -        69.747  (meters)     228.83   (feet)  ADJUSTED  
 AH4314  ___________________________________________________________________
 AH4314  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH4314  DYNAMIC HT  -          69.705 (meters)     228.69  (feet)  COMP
 AH4314  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 AH4314
 AH4314  VERT ORDER  -  FIRST     CLASS II
 AH4314
 AH4314.The horizontal coordinates were scaled from a topographic map and have
 AH4314.an estimated accuracy of +/- 6 seconds.
 AH4314
 AH4314.The orthometric height was determined by differential leveling
 AH4314.and adjusted by the National Geodetic Survey in November 1999..
 AH4314
 AH4314.The geoid height was determined by GEOID03.
 AH4314
 AH4314.The dynamic height is computed by dividing the NAVD 88
 AH4314.geopotential number by the normal gravity value computed on the
 AH4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4314.degrees latitude (g = 980.6199 gals.).
 AH4314
 AH4314.The modeled gravity was interpolated from observed gravity values.
 AH4314
 AH4314;                    North         East    Units  Estimated Accuracy
 AH4314;SPC VA N     - 2,060,050.    3,598,680.      MT  (+/- 180 meters Scaled)
 AH4314
 AH4314                          SUPERSEDED SURVEY CONTROL
 AH4314
 AH4314.No superseded survey control is available for this station.
 AH4314
 AH4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921309(NAD 83)
 AH4314_MARKER: Z = SEE DESCRIPTION
 AH4314_SETTING: 0 = UNSPECIFIED SETTING
 AH4314_PROJECTION: FLUSH
 AH4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4314+STABILITY: SURFACE MOTION
 AH4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4314+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 AH4314
 AH4314  HISTORY     - Date     Condition        Report By
 AH4314  HISTORY     - 1994     MONUMENTED       NGS
 AH4314  HISTORY     - 20020116 GOOD             USPSQD
 AH4314
 AH4314                          STATION DESCRIPTION
 AH4314
 AH4314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 AH4314'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 AH4314'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 AH4314'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 AH4314'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 AH4314'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 AH4314'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 AH4314'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 AH4314'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN. TURN LEFT AND GO
 AH4314'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 AH4314'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 AH4314'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD ONTO THE GROUNDS OF THE
 AH4314'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 AH4314'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 AH4314'LEFT.  TURN LEFT AND GO NORTH CURVING TO THE EAST ON THE DRIVEWAY FOR
 AH4314'ABOUT 0.42 KM (0.25 MI) TO A SMALL WHITE WOOD FRAME BUILDING ON THE
 AH4314'LEFT (BUILDING 11) AND THE STATION. THE STATION IS THE CENTER OF A
 AH4314'FIVE EIGHTHS BY ELEVEN INCH THREADED HOLE IN THE CENTER OF A BLACK
 AH4314'ANODIZED TRIANGULAR ALUMINUM PLATE SEVEN INCHES ON A SIDE. THE PLATE
 AH4314'HAS THREE V-GROOVES RADIATING FROM THE CENTER AT 120 DEGREES AND IS
 AH4314'PERMANENTLY ATTACHED TO THE TOP OF A 15.2 CM (6 INCH) CONCRETE FILLED
 AH4314'PVC PIPE.  THE PIPE PROJECTS 1.448 M (4.751 FT) ABOVE GROUND LEVEL AND
 AH4314'IS SET 0.76 M (2.49 FT) INTO A CONCRETE FOUNDATION WHICH IS 38 CM (15
 AH4314'INCHES) IN DIAMETER AT THE TOP, 0.46 CM (18 INCHES) AT THE BOTTOM AT A
 AH4314'DEPTH OF 0.91 M (2.99 FT). THE ELEVATION OF THIS MARK IS AT THE TOP
 AH4314'FLAT SURFACE OF THE TRIANGULAR PLATE. IT IS 18.6 M (61.0 FT)
 AH4314'EAST-NORTHEAST OF THE NORTHEAST CORNER OF BUILDING 11, 16.2 M (53.1
 AH4314'FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 20.88 M (68.50 FT) EAST
 AH4314'OF THE NORTHEAST CORNER OF A SMALL METAL STORAGE BUILDING, 6.28 M
 AH4314'(20.60 FT) NORTHWEST OF ASTRO WEST PIER AND 4.98 M (16.34 FT) NORTH OF
 AH4314'CORBIN N PIER.
 AH4314
 AH4314                          STATION RECOVERY (2002)
 AH4314
 AH4314'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 AH4314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4316 ***********************************************************************
 AH4316  DESIGNATION -  CORBIN S PIER ADAPTOR
 AH4316  PID         -  AH4316
 AH4316  STATE/COUNTY-  VA/CAROLINE
 AH4316  USGS QUAD   -  
 AH4316
 AH4316                         *CURRENT SURVEY CONTROL
 AH4316  ___________________________________________________________________
 AH4316* NAD 83(1986)-  38 12 08.     (N)    077 22 24.     (W)     SCALED    
 AH4316* NAVD 88     -        69.872  (meters)     229.24   (feet)  ADJUSTED  
 AH4316  ___________________________________________________________________
 AH4316  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH4316  DYNAMIC HT  -          69.830 (meters)     229.10  (feet)  COMP
 AH4316  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 AH4316
 AH4316  VERT ORDER  -  FIRST     CLASS II
 AH4316
 AH4316.The horizontal coordinates were scaled from a topographic map and have
 AH4316.an estimated accuracy of +/- 6 seconds.
 AH4316
 AH4316.The orthometric height was determined by differential leveling
 AH4316.and adjusted by the National Geodetic Survey in November 1999..
 AH4316
 AH4316.The geoid height was determined by GEOID03.
 AH4316
 AH4316.The dynamic height is computed by dividing the NAVD 88
 AH4316.geopotential number by the normal gravity value computed on the
 AH4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4316.degrees latitude (g = 980.6199 gals.).
 AH4316
 AH4316.The modeled gravity was interpolated from observed gravity values.
 AH4316
 AH4316;                    North         East    Units  Estimated Accuracy
 AH4316;SPC VA N     - 2,060,050.    3,598,680.      MT  (+/- 180 meters Scaled)
 AH4316
 AH4316                          SUPERSEDED SURVEY CONTROL
 AH4316
 AH4316.No superseded survey control is available for this station.
 AH4316
 AH4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921309(NAD 83)
 AH4316_MARKER: Z = SEE DESCRIPTION
 AH4316_SETTING: 0 = UNSPECIFIED SETTING
 AH4316_PROJECTION: FLUSH
 AH4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4316+STABILITY: SURFACE MOTION
 AH4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4316+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 AH4316
 AH4316  HISTORY     - Date     Condition        Report By
 AH4316  HISTORY     - 1994     MONUMENTED       NGS
 AH4316  HISTORY     - 20020116 GOOD             USPSQD
 AH4316
 AH4316                          STATION DESCRIPTION
 AH4316
 AH4316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 AH4316'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 AH4316'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 AH4316'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 AH4316'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 AH4316'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 AH4316'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 AH4316'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 AH4316'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN. TURN LEFT AND GO
 AH4316'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 AH4316'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 AH4316'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 AH4316'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 AH4316'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 AH4316'LEFT.  TURN LEFT AND GO NORTH CURVING TO THE EAST ON THE DRIVEWAY FOR
 AH4316'ABOUT 0.42 KM (0.25 MI) TO A SMALL WHITE WOOD FRAME BUILDING ON THE
 AH4316'LEFT (BUILDING 11) AND THE STATION. THE STATION IS THE CENTER OF A
 AH4316'REMOVABLE STUD PROTRUDING FROM THE TOP CENTER OF A STANDARD TRIBRACH
 AH4316'ADAPTOR.  THE PROTRUDING END OF THE STUD HAS EXTERIOR FIVE EIGHTHS
 AH4316'ELEVEN THREADS.  THE STUD ROTATES IN THE TRIBRACH AND LOCKS IN PLACE
 AH4316'VIA A SIDE MOUNTED THUMB SCREW.  THE ELEVATION OF THIS MARK IS AT THE
 AH4316'TOP FLAT SURFACE OF THE STANDARD TRIBRACH ADAPTOR.  THE TRIBRACH
 AH4316'ADAPTOR IS PERMANENTLY ATTACHED TO AN ADAPTOR WHICH LOCKS ON THE TOP
 AH4316'OF A KERN COLLIMATOR TRIVET.  THE TOP OF THE TRIVET HAS A LEVEL BUBBLE
 AH4316'MOUNTED TO IT AND ROTATES ABOUT A HELICAL SURFACE WHICH ALLOWS IT TO
 AH4316'BE LEVELED WITHOUT CHANGING ITS HEIGHT. ONCE LEVELED IT CAN BE LOCKED
 AH4316'VIA A LEVER MOUNTED BELOW THE HELICAL SURFACE.  THE BOTTOM PART OF THE
 AH4316'KERN TRIVET IS FORCED CENTERED TO A TRIANGULAR SHAPED PLATE VIA THREE
 AH4316'POINTED FEET WHICH REST IN THE THREE V-GROOVES OF THE PLATE.  THE
 AH4316'TRIVET IS SEMI-PERMANENTLY ATTACHED TO THE PLATE BY THREE HOLD DOWN
 AH4316'CLAMPS, ONE ON EACH OF THE THREE FEET.  THE CENTER OF THIS PLATE IS
 AH4316'STATION CORBIN S PIER. IT IS 18.6 M (61.0 FT) EAST-NORTHEAST OF THE
 AH4316'NORTHEAST CORNER OF BUILDING 11, 16.2 M (53.1 FT) NORTH OF THE CENTER
 AH4316'OF A GRAVEL DRIVEWAY, 20.88 M (68.50 FT) EAST OF THE NORTHEAST CORNER
 AH4316'OF A SMALL METAL STORAGE BUILDING, 6.28 M (20.60 FT) WEST OF ASTRO
 AH4316'WEST PIER AND 4.98 M (16.34 FT) SOUTH OF CORBIN N PIER.
 AH4316
 AH4316                          STATION RECOVERY (2002)
 AH4316
 AH4316'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 AH4316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4750 ***********************************************************************
 GV4750  DESIGNATION -  CORBIN VFC 1919
 GV4750  PID         -  GV4750
 GV4750  STATE/COUNTY-  VA/MIDDLESEX
 GV4750  USGS QUAD   -  URBANNA (1978)
 GV4750
 GV4750                         *CURRENT SURVEY CONTROL
 GV4750  ___________________________________________________________________
 GV4750* NAD 83(1993)-  37 40 25.24081(N)    076 34 45.41696(W)     ADJUSTED  
 GV4750* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4750  ___________________________________________________________________
 GV4750  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 GV4750  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 GV4750
 GV4750  HORZ ORDER  -  THIRD
 GV4750
 GV4750.The horizontal coordinates were established by classical geodetic methods
 GV4750.and adjusted by the National Geodetic Survey in November 1994..
 GV4750
 GV4750.The orthometric height was scaled from a topographic map.
 GV4750
 GV4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4750
 GV4750.The geoid height was determined by GEOID03.
 GV4750
 GV4750;                    North         East     Units Scale Factor Converg.
 GV4750;SPC VA S     - 1,150,470.255 3,669,427.615   MT  0.99995964   +1 09 56.6
 GV4750;SPC VA S     - 3,774,501.16 12,038,780.43   sFT  0.99995964   +1 09 56.6
 GV4750;UTM  18      - 4,170,783.185   360,726.557   MT  0.99983892   -0 57 55.3
 GV4750
 GV4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4750!SPC VA S     -   1.00000554  x   0.99995964  =   0.99996518
 GV4750!UTM  18      -   1.00000554  x   0.99983892  =   0.99984446
 GV4750
 GV4750:                Primary Azimuth Mark                     Grid Az
 GV4750:SPC VA S     -  WEEKS VFC 1919                           338 50 59.6
 GV4750:UTM  18      -  WEEKS VFC 1919                           340 58 51.5
 GV4750
 GV4750|---------------------------------------------------------------------|
 GV4750| PID    Reference Object                     Distance      Geod. Az  |
 GV4750|                                                           dddmmss.s |
 GV4750| GV4761 WEEKS VFC 1919                      APPROX. 2.4 KM 3400056.2 |
 GV4750|---------------------------------------------------------------------|
 GV4750
 GV4750                          SUPERSEDED SURVEY CONTROL
 GV4750
 GV4750  NAD 83(1986)-  37 40 25.24000(N)    076 34 45.43455(W) AD(       ) 3
 GV4750  NAD 27      -  37 40 24.75700(N)    076 34 46.60400(W) AD(       ) 3
 GV4750
 GV4750.Superseded values are not recommended for survey control.
 GV4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4750.See file dsdata.txt to determine how the superseded data were derived.
 GV4750
 GV4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6072770783(NAD 83)
 GV4750_MARKER: Z = SEE DESCRIPTION
 GV4750_SETTING: 0 = UNSPECIFIED SETTING
 GV4750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4750
 GV4750  HISTORY     - Date     Condition        Report By
 GV4750  HISTORY     - 1919     MONUMENTED       VACF
 GV4750  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV4750
 GV4750                          STATION DESCRIPTION
 GV4750
 GV4750'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV4750'ON THE RAPPAHANNOCK RIVER, NEAR LAGRANGE CREEK, 130 FEET
 GV4750'ABOVE WHARF, ABOUT 12 FEET (1919) FROM EDGE OF LOW BLUFF.
 GV4750'
 GV4750'MARKED BY 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE,
 GV4750'SURROUNDED BY BLOCK OF CONCRETE BELOW GROUND.
 GV4750'
 GV4750'MAY WASH AWAY IN FEW YEARS.
 GV4750
 GV4750                          STATION RECOVERY (1944)
 GV4750
 GV4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV4750'THE STATION WAS FOUND BELOW MEAN HIGH WATER 36 FEET FROM
 GV4750'SHORE.  THE MASS OF CONCRETE IS PROJECTED 1 FOOT ABOVE GROUND,
 GV4750'SUPPORTED BY A BENT IRON PIPE.  THE STATION IS LOOSE AND
 GV4750'CAN EASILY BE REMOVED.  IT IS POSSIBLE THAT THE MARK MAY
 GV4750'HAVE BEEN RESET BY FISHERMEN TO TIE THEIR BOATS TO.  IT IS
 GV4750'RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8183 ***********************************************************************
 HV8183  DESIGNATION -  CORBIN WEST BASE
 HV8183  PID         -  HV8183
 HV8183  STATE/COUNTY-  VA/CAROLINE
 HV8183  USGS QUAD   -  
 HV8183
 HV8183                         *CURRENT SURVEY CONTROL
 HV8183  ___________________________________________________________________
 HV8183* NAD 83(1993)-  38 12 07.95642(N)    077 22 12.07378(W)     ADJUSTED  
 HV8183* NAVD 88     -        66.470  (meters)     218.08   (feet)  ADJUSTED  
 HV8183  ___________________________________________________________________
 HV8183  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV8183  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8183  DYNAMIC HT  -          66.430 (meters)     217.95  (feet)  COMP
 HV8183  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 HV8183
 HV8183  HORZ ORDER  -  THIRD
 HV8183  VERT ORDER  -  FIRST     CLASS I
 HV8183
 HV8183.The horizontal coordinates were established by classical geodetic methods
 HV8183.and adjusted by the National Geodetic Survey in November 1994..
 HV8183
 HV8183.The orthometric height was determined by differential leveling
 HV8183.and adjusted by the National Geodetic Survey in June 1991..
 HV8183
 HV8183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8183
 HV8183.The geoid height was determined by GEOID03.
 HV8183
 HV8183.The dynamic height is computed by dividing the NAVD 88
 HV8183.geopotential number by the normal gravity value computed on the
 HV8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8183.degrees latitude (g = 980.6199 gals.).
 HV8183
 HV8183.The modeled gravity was interpolated from observed gravity values.
 HV8183
 HV8183;                    North         East     Units Scale Factor Converg.
 HV8183;SPC VA N     - 2,060,053.223 3,598,970.715   MT  0.99997449   +0 42 18.9
 HV8183;SPC VA N     - 6,758,691.28 11,807,623.09   sFT  0.99997449   +0 42 18.9
 HV8183;UTM  18      - 4,230,906.266   292,477.141   MT  1.00013041   -1 27 58.4
 HV8183
 HV8183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8183!SPC VA N     -   0.99999468  x   0.99997449  =   0.99996917
 HV8183!UTM  18      -   0.99999468  x   1.00013041  =   1.00012509
 HV8183
 HV8183                          SUPERSEDED SURVEY CONTROL
 HV8183
 HV8183  NAD 83(1993)-  38 12 07.95834(N)    077 22 12.08773(W) AD(       ) 3
 HV8183  NAD 83(1986)-  38 12 07.95745(N)    077 22 12.08759(W) AD(       ) 3
 HV8183  NGVD 29 (02/12/90)   66.719  (m)          218.89   (f) ADJUSTED    1 1
 HV8183
 HV8183.Superseded values are not recommended for survey control.
 HV8183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8183.See file dsdata.txt to determine how the superseded data were derived.
 HV8183
 HV8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9247730906(NAD 83)
 HV8183_MARKER: DD = SURVEY DISK
 HV8183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8183_SP_SET: CONCRETE POST
 HV8183_STAMPING: CORBIN WEST BASE 1976 POINT 0
 HV8183_MARK LOGO: NGS   
 HV8183_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8183+STABILITY: SURFACE MOTION
 HV8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8183+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV8183
 HV8183  HISTORY     - Date     Condition        Report By
 HV8183  HISTORY     - 1976     MONUMENTED       NGS
 HV8183  HISTORY     - 19831003 GOOD             NGS
 HV8183  HISTORY     - 19990210 GOOD             USPSQD
 HV8183  HISTORY     - 20020116 GOOD             USPSQD
 HV8183
 HV8183                          STATION DESCRIPTION
 HV8183
 HV8183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HV8183'THE BASE LINE IS LOCATED APPROXIMATELY 10 MILES NORTH OF BOWLING
 HV8183'GREEN, NINE MILES SOUTH-SOUTHEAST OF FREDERICKSBURG AND 0.6 MILE EAST
 HV8183'OF CORBIN, VIRGINIA.  THE BASE LINE IS SITUATED ON U.S. GOVERNMENT
 HV8183'PROPERTY AT THE SITE OF THE FREDERICKSBURG GEOMAGNETIC CENTER AND THE
 HV8183'OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH OF THE NATIONAL GEODETIC
 HV8183'SURVEY.
 HV8183' 
 HV8183'TO REACH THE INSTRUMENT AND EQUIPMENT BRANCH OFFICE OF THE NATIONAL
 HV8183'GEODETIC SURVEY FROM THE JUNCTION OF U.S. HIGHWAY 17 SOUTH BYPASS AND
 HV8183'VIRGINIA STATE HIGHWAY 2 WHICH IS APPROXIMATELY 6.5 MILES SOUTH OF
 HV8183'FREDERICKSBURG, GO SOUTH ON STATE HIGHWAY 2 FOR 2.35 MILES TO A STORE
 HV8183'ON THE LEFT AND A SIDE ROAD LEFT, JUST BEYOND THE STORE IN THE SMALL
 HV8183'SETTLEMENT OF CORBIN.  TURN LEFT AND GO SOUTHEAST AND EAST ON STATE
 HV8183'HIGHWAY 610 FOR 0.4 MILE TO WHERE THE HIGHWAY BEARS SHARP LEFT AND A
 HV8183'SECONDARY ROAD (BURMA ROAD) GOES STRAIGHT AHEAD.  CONTINUE EAST ON
 HV8183'BURMA ROAD (U.S. PROPERTY) FOR 0.3 MILE TO A CIRCLE DRIVEWAY ON THE
 HV8183'LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE TO
 HV8183'THE OFFICE OF THE INSTRUMENT AND EQUIPMENT BRANCH ON THE LEFT WHERE
 HV8183'INFORMATION CONCERNING THE LOCATION OF THE BASE LINE CAN BE OBTAINED.
 HV8183' 
 HV8183'THE HORIZONTAL LENGTH OF THE BASE LINE IS 1000 METERS.  IT IS
 HV8183'MONUMENTED AT 0M, 50M, 300M, 500M, 925M, AND 1000M.  EACH MONUMENT IS
 HV8183'OF POURED CONCRETE SET INTO A DEPTH OF FIVE FEET.  THE MONUMENTS
 HV8183'PROTRUDE TWO INCHES ABOVE THE GROUND SURFACE AND TAPER FROM 18 INCHES
 HV8183'IN DIAMETER AT THE BOTTOM TO 10 INCHES SQUARE AT THE TOP. THERE IS A
 HV8183'BRONZE DISK SET IN THE TOP OF EACH CONCRETE MONUMENT AND THE EXACT
 HV8183'POINT IS A 0.4 MILLIMETER DIAMETER DRILLED HOLE IN THE CENTER OF THE
 HV8183'DISKS.
 HV8183' 
 HV8183'EACH MONUMENT HAS OVER IT A PERMANENT FOUR LEGGED ANODIZED ALUMINUM
 HV8183'INSTRUMENT STAND.  THE STANDS ARE FITTED WITH 12 INCH CIRCULAR
 HV8183'TRIBRACHS WITH A 3/4 INCH DIAMETER HOLE IN THEIR CENTER.  THE
 HV8183'TRIBRACHS ARE ADJUSTABLE FOR COLLIMATING PURPOSES. EACH POINT ON THE
 HV8183'BASE LINE IS VISIBLE FROM ANY OTHER POINT ON THE BASE.  EACH POINT CAN
 HV8183'BE DRIVEN TO IN ANY TWO-WHEEL DRIVE VEHICLE IN ANY WEATHER.
 HV8183' 
 HV8183'CORBIN BASE LINE WAS ESTABLISHED PRIMARILY FOR USE BY THE NATIONAL
 HV8183'GEODETIC SURVEY FOR THE CALIBRATION AND TESTING OF ELECTRONIC DISTANCE
 HV8183'MEASURING INSTRUMENTS.  ARRANGEMENTS FOR USE OF THE BASE LINE CAN BE
 HV8183'MADE BY CONTACTING- INSTRUMENT AND EQUIPMENT BRANCH, NATIONAL GEODETIC
 HV8183'SURVEY, NATIONAL OCEAN SURVEY, NOAA, P.O. BOX 1, CORBIN, VIRGINIA
 HV8183'22446. PHONE---COMMERCIAL NO. (703) 373-7605 OR FTS NO. (925)
 HV8183'0243-0244.
 HV8183
 HV8183                          STATION RECOVERY (1983)
 HV8183
 HV8183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV8183'0.6 KM (0.35 MI) EAST ALONG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8183'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN TO A FORK,
 HV8183'THENCE 1.0 KM (0.60 MI) EAST ON BURMA ROAD PAVED THEN GRAVEL TO A
 HV8183'TRACK ROAD ON THE LEFT.  THENCE ABOUT 53 METERS NORTH ALONG THE TRACK
 HV8183'ROAD TO THE MARK ON THE GROUNDS OF THE FREDERICKSBURG GEOMAGNETIC
 HV8183'CENTER.  AN NGS DISK MODIFIED FOR BASELINE PURPOSES.  53.7 METERS
 HV8183'NORTH FROM THE CENTER OF BURMA ROAD, 7.9 METERS NNW FROM THE CENTER OF
 HV8183'A 90 DEGREE TURN IN THE TRACK ROAD.
 HV8183
 HV8183                          STATION RECOVERY (1999)
 HV8183
 HV8183'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8183'RECOVERED IN GOOD CONDITION.
 HV8183
 HV8183                          STATION RECOVERY (2002)
 HV8183
 HV8183'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4223 ***********************************************************************
 GV4223  DESIGNATION -  CORD VFC 1920
 GV4223  PID         -  GV4223
 GV4223  STATE/COUNTY-  VA/MATHEWS
 GV4223  USGS QUAD   -  MATHEWS (1965)
 GV4223
 GV4223                         *CURRENT SURVEY CONTROL
 GV4223  ___________________________________________________________________
 GV4223* NAD 83(1993)-  37 28 43.43839(N)    076 17 12.17643(W)     ADJUSTED  
 GV4223* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4223  ___________________________________________________________________
 GV4223  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 GV4223  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 GV4223
 GV4223  HORZ ORDER  -  THIRD
 GV4223
 GV4223.The horizontal coordinates were established by classical geodetic methods
 GV4223.and adjusted by the National Geodetic Survey in September 1995..
 GV4223
 GV4223.The orthometric height was scaled from a topographic map.
 GV4223
 GV4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4223
 GV4223.The geoid height was determined by GEOID03.
 GV4223
 GV4223;                    North         East     Units Scale Factor Converg.
 GV4223;SPC VA S     - 1,129,405.627 3,695,737.888   MT  0.99994728   +1 20 35.9
 GV4223;SPC VA S     - 3,705,391.63 12,125,100.05   sFT  0.99994728   +1 20 35.9
 GV4223;UTM  18      - 4,148,759.285   386,232.351   MT  0.99975943   -0 46 58.8
 GV4223
 GV4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4223!SPC VA S     -   1.00000554  x   0.99994728  =   0.99995282
 GV4223!UTM  18      -   1.00000554  x   0.99975943  =   0.99976497
 GV4223
 GV4223:                Primary Azimuth Mark                     Grid Az
 GV4223:SPC VA S     -  LANE VFC 1920                            303 34 40.2
 GV4223:UTM  18      -  LANE VFC 1920                            305 42 14.9
 GV4223
 GV4223|---------------------------------------------------------------------|
 GV4223| PID    Reference Object                     Distance      Geod. Az  |
 GV4223|                                                           dddmmss.s |
 GV4223| GV4238 LANE VFC 1920                       APPROX. 0.7 KM 3045516.1 |
 GV4223|---------------------------------------------------------------------|
 GV4223
 GV4223                          SUPERSEDED SURVEY CONTROL
 GV4223
 GV4223  NAD 83(1993)-  37 28 43.43864(N)    076 17 12.17532(W) AD(       ) 3
 GV4223  NAD 83(1986)-  37 28 43.44399(N)    076 17 12.19912(W) AD(       ) 3
 GV4223  NAD 27      -  37 28 42.96700(N)    076 17 13.41000(W) AD(       ) 3
 GV4223
 GV4223.Superseded values are not recommended for survey control.
 GV4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4223.See file dsdata.txt to determine how the superseded data were derived.
 GV4223
 GV4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8623248759(NAD 83)
 GV4223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4223_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV4223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4223
 GV4223  HISTORY     - Date     Condition        Report By
 GV4223  HISTORY     - 1920     MONUMENTED       VACF
 GV4223  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4223  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4223
 GV4223                          STATION DESCRIPTION
 GV4223
 GV4223'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4223'IN THE VICINITY OF MILFORD HAVEN, IN PINE THICKET, SHORE
 GV4223'WASHING TIMBER IS BEING CUT DOWN.  STATION IS MARKED BY A
 GV4223'CEDAR STUB ABOUT 30 INCHES LONG WITH NAIL FOR CENTER.  REFERENCE
 GV4223'STATION IS 33.25 FEET FROM CORD, MARKED BY A 5-FOOT SECTION
 GV4223'OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED AT SURFACE OF GROUND
 GV4223'BY BLOCK OF CONCRETE.
 GV4223
 GV4223                          STATION RECOVERY (1944)
 GV4223
 GV4223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4223'STATION NOT RECOVERED.  A TWO MAN PARTY SEARCHED WITHOUT
 GV4223'SUCCESS.
 GV4223
 GV4223                          STATION RECOVERY (2002)
 GV4223
 GV4223'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0760 ***********************************************************************
 FW0760  DESIGNATION -  CORD VFC 1933
 FW0760  PID         -  FW0760
 FW0760  STATE/COUNTY-  VA/ACCOMACK
 FW0760  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0760
 FW0760                         *CURRENT SURVEY CONTROL
 FW0760  ___________________________________________________________________
 FW0760* NAD 83(1993)-  37 59 39.63275(N)    075 19 23.54612(W)     ADJUSTED  
 FW0760* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0760  ___________________________________________________________________
 FW0760  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FW0760  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FW0760
 FW0760  HORZ ORDER  -  THIRD
 FW0760
 FW0760.The horizontal coordinates were established by classical geodetic methods
 FW0760.and adjusted by the National Geodetic Survey in November 1994..
 FW0760
 FW0760.The orthometric height was scaled from a topographic map.
 FW0760
 FW0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0760
 FW0760.The geoid height was determined by GEOID03.
 FW0760
 FW0760;                    North         East     Units Scale Factor Converg.
 FW0760;SPC VA S     - 1,189,032.238 3,778,995.739   MT  1.00000517   +1 55 41.1
 FW0760;SPC VA S     - 3,901,016.60 12,398,255.19   sFT  1.00000517   +1 55 41.1
 FW0760;SPC MD       -    37,726.780   547,289.765   MT  1.00006722   +1 03 08.7
 FW0760;SPC MD       -   123,775.28  1,795,566.50   sFT  1.00006722   +1 03 08.7
 FW0760;UTM  18      - 4,205,236.575   471,621.050   MT  0.99960992   -0 11 56.3
 FW0760
 FW0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0760!SPC VA S     -   1.00000560  x   1.00000517  =   1.00001077
 FW0760!SPC MD       -   1.00000560  x   1.00006722  =   1.00007282
 FW0760!UTM  18      -   1.00000560  x   0.99960992  =   0.99961552
 FW0760
 FW0760:                Primary Azimuth Mark                     Grid Az
 FW0760:SPC VA S     -  WILDCAT                                  149 27 07.0
 FW0760:SPC MD       -  WILDCAT                                  150 19 39.4
 FW0760:UTM  18      -  WILDCAT                                  151 34 44.4
 FW0760
 FW0760|---------------------------------------------------------------------|
 FW0760| PID    Reference Object                     Distance      Geod. Az  |
 FW0760|                                                           dddmmss.s |
 FW0760| FW0767 WILDCAT                             APPROX. 1.8 KM 1512248.1 |
 FW0760|---------------------------------------------------------------------|
 FW0760
 FW0760                          SUPERSEDED SURVEY CONTROL
 FW0760
 FW0760  NAD 83(1993)-  37 59 39.63043(N)    075 19 23.54771(W) AD(       ) 3
 FW0760  NAD 83(1986)-  37 59 39.62691(N)    075 19 23.58194(W) AD(       ) 3
 FW0760  NAD 27      -  37 59 39.18306(N)    075 19 24.87482(W) AD(       ) 3
 FW0760
 FW0760.Superseded values are not recommended for survey control.
 FW0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0760.See file dsdata.txt to determine how the superseded data were derived.
 FW0760
 FW0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7162105237(NAD 83)
 FW0760_MARKER: Z = SEE DESCRIPTION
 FW0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0760+STABILITY: SURFACE MOTION
 FW0760
 FW0760  HISTORY     - Date     Condition        Report By
 FW0760  HISTORY     - 1933     MONUMENTED       VACF
 FW0760  HISTORY     - 1942     GOOD             CGS
 FW0760  HISTORY     - 1958     GOOD             CGS
 FW0760  HISTORY     - 1961     GOOD             CGS
 FW0760  HISTORY     - 1961     GOOD             CGS
 FW0760  HISTORY     - 1962     GOOD             CGS
 FW0760  HISTORY     - 1974     POOR             NGS
 FW0760
 FW0760                          STATION DESCRIPTION
 FW0760
 FW0760'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0760'NEAR THE EXTREME EASTERN END OF THE LARGEST OF THE CORDS
 FW0760'MARSHES ABOUT 10 YARDS FROM THE LANDING AND ABOUT 3 YARDS
 FW0760'SW OF A SMALL POND IN THE MARSH.
 FW0760'
 FW0760'STATION IS MARKED BY A CONCRETE MONUMENT EXTENDING A FEW
 FW0760'INCHES OUT OF THE SURFACE OF THE MARSH.
 FW0760'
 FW0760'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0760
 FW0760                          STATION RECOVERY (1942)
 FW0760
 FW0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0760'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 FW0760'THE DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW0760'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW0760'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW0760'
 FW0760'(1) THE LANDING MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 FW0760'BEEN DESTROYED.
 FW0760'
 FW0760'(2) 11 FEET SW OF THE SOUTHERN RIM OF A SMALL TIDAL LAGOON,
 FW0760'INSTEAD OF ABOUT 3 YARDS SW OF A SMALL POND IN THE MARSH.
 FW0760'
 FW0760'THE STATION IS LOCATED ON THE LARGEST OF A GROUP OF SMALL
 FW0760'MARSH ISLANDS, KNOWN AS CORDS MARSHES, IN THE EASTERN PORTION
 FW0760'OF CHINCOTEAGUE BAY, OPPOSITE FRANKLIN CITY, VA., AND ABOUT
 FW0760'ONE MILE N OF THE NORTHERN TIP OF THE ISLAND, 11 FEET SW
 FW0760'OF THE SOUTHERN RIM OF A SMALL TIDAL LAGOON, 51 FEET N OF THE
 FW0760'HIGH-WATER LINE OF THE SOUTHERN SHORE OF THE ISLAND, 195
 FW0760'FEET E OF A SMALL BARE SOPOT IN THE MARSH, AND 755 FEET S
 FW0760'OF THE EXTREME NORTHERN TIP OF THE ISLAND.
 FW0760'
 FW0760'THE STATION MARK IS A HOLE IN THE CENTER OF THE TOP OF COMMISSION
 FW0760'OF FISHERIES OF VIRGINIA 8-INCH SQUARE STANDARD CONCRETE
 FW0760'MONUMENT, WHICH IS FLUSH WITH THE SURFACE OF THE MARSH.
 FW0760'
 FW0760'THE STATION IS IN GOOD CONDITION.
 FW0760
 FW0760                          STATION RECOVERY (1958)
 FW0760
 FW0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0760'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW0760'
 FW0760'STATION MARK IS ABOUT 3 INCHES UNDERGROUND AND SEVERAL WOOD
 FW0760'STAKES AND AN IRON PIPE ARE LOCATED NEAR THE STATION MARK.
 FW0760'
 FW0760'MR. NAT STEELMAN DEPUTY OYSTER INSPECTOR, CHINCOTEAGUE,
 FW0760'VA. KNOWS EXACTLY WHERE THIS MARK IS LOCATED.
 FW0760
 FW0760                          STATION RECOVERY (1961)
 FW0760
 FW0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0760'STATION RECOVERED IN GOOD CONDITION.  THE 1942 RECOVERY NOTE
 FW0760'BY W.D.P. IS ADEQUATE FOR RECOVERY.
 FW0760
 FW0760                          STATION RECOVERY (1961)
 FW0760
 FW0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 FW0760'THE STATION WAS RECOVERED 3 INCHES BELOW THE SURFACE AS
 FW0760'DESCRIBED BY J.A.W. IN 1958.
 FW0760
 FW0760                          STATION RECOVERY (1962)
 FW0760
 FW0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0760'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN THE 1942
 FW0760'RECOVERY NOTE.  THE STATION IS NOW 4-1/2 PACES SSW OF A CIRCULAR
 FW0760'POND, 20 PACES NNE OF THE HIGH WATER LINE, AND HAS A 1-INCH
 FW0760'IRON PIPE BESIDE IT WHICH PROJECTS ABOUT 1 FOOT.  THERE ARE
 FW0760'ALSO 4 SMALL STAKES BY THE MONUMENT.  THE MARK IS FLUSH WITH
 FW0760'THE GROUND.
 FW0760
 FW0760                          STATION RECOVERY (1974)
 FW0760
 FW0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GWS)
 FW0760'CONC. BEGINNING TO CRUMBLE.  8 X 8 INCH ABOUT 6 INCH UNDER SURFACE.
 FW0760'CONC. MON. PIPE BESIDE MON.
 FW0760'
 FW0760'GOOD DESCRIPTION.  ANGLES CHECKED-OK.
 FW0760'
 FW0760'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI N. OF CHINCOTEAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5139 ***********************************************************************
 GV5139  DESIGNATION -  CORN
 GV5139  PID         -  GV5139
 GV5139  STATE/COUNTY-  VA/KING WILLIAM
 GV5139  USGS QUAD   -  TUNSTALL (1984)
 GV5139
 GV5139                         *CURRENT SURVEY CONTROL
 GV5139  ___________________________________________________________________
 GV5139* NAD 83(1993)-  37 37 22.85062(N)    077 06 09.18797(W)     ADJUSTED  
 GV5139* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV5139  ___________________________________________________________________
 GV5139  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 GV5139  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV5139
 GV5139  HORZ ORDER  -  THIRD
 GV5139
 GV5139.The horizontal coordinates were established by classical geodetic methods
 GV5139.and adjusted by the National Geodetic Survey in November 1994..
 GV5139
 GV5139.The orthometric height was scaled from a topographic map.
 GV5139
 GV5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5139
 GV5139.The geoid height was determined by GEOID03.
 GV5139
 GV5139;                    North         East     Units Scale Factor Converg.
 GV5139;SPC VA S     - 1,144,036.718 3,623,356.922   MT  0.99995532   +0 50 53.3
 GV5139;SPC VA S     - 3,753,393.80 11,887,630.17   sFT  0.99995532   +0 50 53.3
 GV5139;UTM  18      - 4,166,067.852   314,449.851   MT  1.00002409   -1 17 02.0
 GV5139
 GV5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5139!SPC VA S     -   1.00000407  x   0.99995532  =   0.99995939
 GV5139!UTM  18      -   1.00000407  x   1.00002409  =   1.00002816
 GV5139
 GV5139:                Primary Azimuth Mark                     Grid Az
 GV5139:SPC VA S     -  MONTAGUES HOUSE 2                        021 13 58.5
 GV5139:UTM  18      -  MONTAGUES HOUSE 2                        023 21 53.8
 GV5139
 GV5139|---------------------------------------------------------------------|
 GV5139| PID    Reference Object                     Distance      Geod. Az  |
 GV5139|                                                           dddmmss.s |
 GV5139| GV5115 MONTAGUES HOUSE 2                   APPROX. 0.5 KM 0220451.8 |
 GV5139| GV5138 CON 1912                            229.515 METERS 14713     |
 GV5139| GV5177 MOP                                 302.931 METERS 18740     |
 GV5139| DC5264 CORN RM 1                            19.096 METERS 19636     |
 GV5139| DB6905 CORN RM 2                            16.217 METERS 24215     |
 GV5139| GV5143 DIKE                                173.956 METERS 24215     |
 GV5139| DB6906 CORN RM 3                            20.529 METERS 26800     |
 GV5139| GV5137 BUZ                                 APPROX. 0.5 KM 2785643.0 |
 GV5139| GV5148 FIELD                               269.813 METERS 32514     |
 GV5139|---------------------------------------------------------------------|
 GV5139
 GV5139                          SUPERSEDED SURVEY CONTROL
 GV5139
 GV5139  NAD 83(1986)-  37 37 22.85203(N)    077 06 09.20626(W) AD(       ) 3
 GV5139  NAD 27      -  37 37 22.29000(N)    077 06 10.19300(W) AD(       ) 3
 GV5139
 GV5139.Superseded values are not recommended for survey control.
 GV5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5139.See file dsdata.txt to determine how the superseded data were derived.
 GV5139
 GV5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1445066068(NAD 83)
 GV5139_MARKER: DS = TRIANGULATION STATION DISK
 GV5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5139
 GV5139  HISTORY     - Date     Condition        Report By
 GV5139  HISTORY     - 1912     MONUMENTED       CGS
 GV5139  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5139  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV5139
 GV5139                          STATION DESCRIPTION
 GV5139
 GV5139'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5139'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV5139'ON THE LARGE MONTAGUE FARM, ABOUT 150 METERS ABOVE THE OLD
 GV5139'LANDING AND 16 METERS BACK FROM TOP OF THE BANK IN CULTIVATED
 GV5139'FIELD.
 GV5139'
 GV5139'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5139'BEARING A BRASS PLATE REINFORCED IN TOP, SET ONE FOOT BELOW
 GV5139'SURFACE OF GROUND.
 GV5139'
 GV5139'REFERENCE MARK NO. 1 IS HEAD OF SPIKE IN TRIANGLE CUT ON BASE
 GV5139'OF 11-INCH BLACK WALNUT TREE, DISTANT 19.108 METERS ON LINE 49
 GV5139'DEG 23 MIN 12 SEC TO RIGHT OF LINE TO STATION CON.
 GV5139'
 GV5139'REFERENCE MARK NO. 2 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES AT
 GV5139'EDGE OF TREES AND TOP OF BANK, SET ON LINE TO STATION DIKE,
 GV5139'BEARING A BRASS PLATE WITH ARROW, DISTANT 16.212 METERS ON
 GV5139'LINE 95 DEG 01 MIN 44 SEC TO RIGHT OF LINE TO STATION CON.
 GV5139'
 GV5139'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON A 10-INCH BLACK
 GV5139'WALNUT, DISTANT 20.609 METERS ON LINE 120 DEG 46 MIN 50 SEC
 GV5139'TO RIGHT OF LINE TO STATION CON.
 GV5139'
 GV5139'THE LARGE E CHIMNEY OF MR. MONTAGUES HOUSE, 1/4 MILE DISTANT,
 GV5139'BEARS 234 DEG 51 MIN 52 SEC TO RIGHT OF STATION CON.
 GV5139
 GV5139                          STATION RECOVERY (1999)
 GV5139
 GV5139'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5139'MARK NOT FOUND.
 GV5139
 GV5139                          STATION RECOVERY (2002)
 GV5139
 GV5139'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3344 ***********************************************************************
 FX3344  DESIGNATION -  CORN 1912
 FX3344  PID         -  FX3344
 FX3344  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3344  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3344
 FX3344                         *CURRENT SURVEY CONTROL
 FX3344  ___________________________________________________________________
 FX3344* NAD 83(1993)-  36 45 38.29036(N)    076 19 17.25777(W)     ADJUSTED  
 FX3344* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3344  ___________________________________________________________________
 FX3344  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 FX3344  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX3344
 FX3344  HORZ ORDER  -  THIRD
 FX3344
 FX3344.The horizontal coordinates were established by classical geodetic methods
 FX3344.and adjusted by the National Geodetic Survey in September 1995..
 FX3344
 FX3344.The orthometric height was scaled from a topographic map.
 FX3344
 FX3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3344
 FX3344.The geoid height was determined by GEOID03.
 FX3344
 FX3344;                    North         East     Units Scale Factor Converg.
 FX3344;SPC VA S     - 1,049,664.172 3,694,504.549   MT  1.00000110   +1 19 20.0
 FX3344;SPC VA S     - 3,443,773.20 12,121,053.67   sFT  1.00000110   +1 19 20.0
 FX3344;UTM  18      - 4,069,133.616   382,051.113   MT  0.99977139   -0 47 27.4
 FX3344
 FX3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3344!SPC VA S     -   1.00000554  x   1.00000110  =   1.00000664
 FX3344!UTM  18      -   1.00000554  x   0.99977139  =   0.99977692
 FX3344
 FX3344:                Primary Azimuth Mark                     Grid Az
 FX3344:SPC VA S     -  GRAVE                                    098 03 42.3
 FX3344:UTM  18      -  GRAVE                                    100 10 29.7
 FX3344
 FX3344|---------------------------------------------------------------------|
 FX3344| PID    Reference Object                     Distance      Geod. Az  |
 FX3344|                                                           dddmmss.s |
 FX3344| FX0331 GRAVE                               APPROX. 0.6 KM 0992302.3 |
 FX3344| FX3332 BEER 1912                           498.542 METERS 1681311.0 |
 FX3344|---------------------------------------------------------------------|
 FX3344
 FX3344                          SUPERSEDED SURVEY CONTROL
 FX3344
 FX3344  NAD 83(1986)-  36 45 38.29649(N)    076 19 17.29294(W) AD(       ) 3
 FX3344  NAD 27      -  36 45 37.76200(N)    076 19 18.49900(W) AD(       ) 3
 FX3344
 FX3344.Superseded values are not recommended for survey control.
 FX3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3344.See file dsdata.txt to determine how the superseded data were derived.
 FX3344
 FX3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8205169134(NAD 83)
 FX3344_MARKER: N = NAIL
 FX3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3344+STABILITY: SURFACE MOTION
 FX3344
 FX3344  HISTORY     - Date     Condition        Report By
 FX3344  HISTORY     - 1912     MONUMENTED       CGS
 FX3344  HISTORY     - 1938     GOOD             USE
 FX3344  HISTORY     - 1943     GOOD             CGS
 FX3344  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX3344  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FX3344
 FX3344                          STATION DESCRIPTION
 FX3344
 FX3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3344'STATION IS LOCATED ON THE N SIDE OF DEEP CREEK ABOUT 1-1/4
 FX3344'MILES ABOVE THE ENTRANCE.  IT IS APPROXIMATELY IN THE CENTER OF
 FX3344'A FARM DIRECTLY OPPOSITE STATION BEER AND IS ABOUT 1,000 FEET IN
 FX3344'FROM THE CREEK.  IT IS 4-1/2 FEET BEYOND THE N EDGE OF A
 FX3344'DRAINAGE DITCH.
 FX3344'
 FX3344'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES.
 FX3344'SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES PROJECTING
 FX3344'ONE INCH.  TOPS MARKED 1912 C.G.S. NAIL IN CENTER IS STATION
 FX3344'POINT.
 FX3344
 FX3344                          STATION RECOVERY (1938)
 FX3344
 FX3344'RECOVERY NOTE BY US ENGINEERS 1938 (GLA)
 FX3344'STATION CORN IS A 6- BY 6-INCH CONCRETE MONUMENT, MARKED
 FX3344'U.S.C. AND G.S. 1912.  LOCATED APPROXIMATELY 1600 FEET NNW OF
 FX3344'STATION BEER, ON THE N SIDE OF DEEP CREEK, IN A CULTIVATED
 FX3344'FIELD, NEAR A SMALL DWELLING AND PINE GROWTH, AND APPROXIMATELY
 FX3344'500 FEET FROM THE SIDE OF THE HOUSE IN A SE DIRECTION TO THE
 FX3344'MONUMENT.
 FX3344'
 FX3344'REFERENCE MARK 1 IS AT A DISTANCE OF 50 FEET NW OF THE EDGE OF A
 FX3344'DRAINAGE DITCH.
 FX3344'
 FX3344'REFERENCE MARK 2 IS AT A DISTANCE OF 4 FEET SW OF THE EDGE OF A
 FX3344'DRAINAGE DITCH.
 FX3344
 FX3344                          STATION RECOVERY (1943)
 FX3344
 FX3344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3344'FOUND AS DESCRIBED.  THE FOLLOWING ADDITION SHOULD BE MADE--
 FX3344'
 FX3344'1.  IT IS 170 FEET SW OF ANGLE POINT IN DITCH WHICH IS, IN
 FX3344'TURN, SW OF A LONE WHITE FARM HOUSE.
 FX3344
 FX3344                          STATION RECOVERY (1954)
 FX3344
 FX3344'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3344'SURFACE MARK HAS BEEN DESTROYED.  SUB-SURFACE MARK REMAINS
 FX3344'INTACT.
 FX3344
 FX3344                          STATION RECOVERY (1959)
 FX3344
 FX3344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX3344'AN EXTENSIVE SEARCH WAS MADE OF THE AREA BUT THE SURFACE OR
 FX3344'SUB-SURFACE MARK COULD NOT BE FOUND.  THE ORIGINAL STATION IS
 FX3344'BELIEVED LOST AND STATION CORN 2 1959 WAS ESTABLISHED.
 FX3344'
 FX3344'ADDITIONAL SEARCHING WAS DONE AFTER LOCATING STATION CORN 2
 FX3344'AND COMPUTING AN INVERSE TO TRY AND FIND THE ORIGINAL STATION
 FX3344'BUT THE STATION COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4083 ***********************************************************************
 GV4083  DESIGNATION -  CORN 1932
 GV4083  PID         -  GV4083
 GV4083  STATE/COUNTY-  VA/C OF HAMPTON
 GV4083  USGS QUAD   -  HAMPTON (1986)
 GV4083
 GV4083                         *CURRENT SURVEY CONTROL
 GV4083  ___________________________________________________________________
 GV4083* NAD 83(1993)-  37 00 03.74844(N)    076 18 45.08078(W)     ADJUSTED  
 GV4083* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4083  ___________________________________________________________________
 GV4083  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 GV4083  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV4083
 GV4083  HORZ ORDER  -  THIRD
 GV4083
 GV4083.The horizontal coordinates were established by classical geodetic methods
 GV4083.and adjusted by the National Geodetic Survey in September 1995..
 GV4083
 GV4083.The orthometric height was scaled from a topographic map.
 GV4083
 GV4083.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4083
 GV4083.The geoid height was determined by GEOID03.
 GV4083
 GV4083;                    North         East     Units Scale Factor Converg.
 GV4083;SPC VA S     - 1,076,354.029 3,694,684.284   MT  0.99996573   +1 19 39.5
 GV4083;SPC VA S     - 3,531,338.18 12,121,643.36   sFT  0.99996573   +1 19 39.5
 GV4083;UTM  18      - 4,095,792.989   383,215.665   MT  0.99976801   -0 47 24.0
 GV4083
 GV4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4083!SPC VA S     -   1.00000566  x   0.99996573  =   0.99997139
 GV4083!UTM  18      -   1.00000566  x   0.99976801  =   0.99977367
 GV4083
 GV4083:                Primary Azimuth Mark                     Grid Az
 GV4083:SPC VA S     -  DUGGER 1934                              269 00 02.5
 GV4083:UTM  18      -  DUGGER 1934                              271 07 06.0
 GV4083
 GV4083|---------------------------------------------------------------------|
 GV4083| PID    Reference Object                     Distance      Geod. Az  |
 GV4083|                                                           dddmmss.s |
 GV4083| GV4144 DUGGER 1934                         APPROX.11.3 KM 2701942.0 |
 GV4083| GV4147 BIG BETHEL RADIO RNG CEN TWR        APPROX.14.6 KM 3143207.0 |
 GV4083| GV4119 BIG BETHEL RADIO RNG NE TOWER       APPROX.14.7 KM 3145326.9 |
 GV4083|---------------------------------------------------------------------|
 GV4083
 GV4083                          SUPERSEDED SURVEY CONTROL
 GV4083
 GV4083  NAD 83(1986)-  37 00 03.75340(N)    076 18 45.11706(W) AD(       ) 3
 GV4083  NAD 27      -  37 00 03.22100(N)    076 18 46.32100(W) AD(       ) 3
 GV4083
 GV4083.Superseded values are not recommended for survey control.
 GV4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4083.See file dsdata.txt to determine how the superseded data were derived.
 GV4083
 GV4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8321695793(NAD 83)
 GV4083_MARKER: X = CHISELED CROSS
 GV4083_SETTING: 0 = UNSPECIFIED SETTING
 GV4083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4083
 GV4083  HISTORY     - Date     Condition        Report By
 GV4083  HISTORY     - 1932     MONUMENTED       CGS
 GV4083  HISTORY     - 1934     GOOD             CGS
 GV4083  HISTORY     - 1935     GOOD             CGS
 GV4083  HISTORY     - 1938     GOOD             CGS
 GV4083  HISTORY     - 1938     GOOD             CGS
 GV4083  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV4083
 GV4083                          STATION DESCRIPTION
 GV4083
 GV4083'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 GV4083'LOCATED IN THE SOUTHEAST CORNER OF THE UPPER BALCONY OF THE
 GV4083'WEST TOWER OF THE CHAMBERLAIN-VANDERBILT HOTEL AT OLD POINT
 GV4083'COMFORT, 6 INCHES FROM THE INSIDE FACES OF THE RAILING.  THE
 GV4083'EXACT POINT IS MARKED BY A DEEP CROSS CUT IN A LUMP OF SOLDER
 GV4083'ATTACHED TO THE COPPER SHEATHING COVERING THE FLOOR.
 GV4083
 GV4083                          STATION RECOVERY (1934)
 GV4083
 GV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4083'STATION WAS FOUND AS DESCRIBED.
 GV4083
 GV4083                          STATION RECOVERY (1935)
 GV4083
 GV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAS)
 GV4083'STATION WAS RECOVERED AS DESCRIBED.
 GV4083
 GV4083                          STATION RECOVERY (1938)
 GV4083
 GV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4083'RECOVERED AS DESCRIBED.  STATION WAS OCCUPIED ECCENTRICALLY
 GV4083'BY SETTING UP UNDER THE CENTER OF THE CUPOLA.  A NUMBER OF
 GV4083'IRON BRACES HAMPER THE OBSERVER FROM THIS SET UP.
 GV4083
 GV4083                          STATION RECOVERY (1938)
 GV4083
 GV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4083'STATION RECOVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION
 GV4083'ADEQUATE.
 GV4083'
 GV4083'ELEVATION AS GIVEN BY 1934 RECOVERY PROGRESS SKETCH IS 175 FEET.
 GV4083
 GV4083                          STATION RECOVERY (1943)
 GV4083
 GV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4083'DESTROYED.  TOWER WAS REMOVED FOR MILITARY PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0327 ***********************************************************************
 FX0327  DESIGNATION -  CORN 2
 FX0327  PID         -  FX0327
 FX0327  STATE/COUNTY-  VA/C OF NORFOLK
 FX0327  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0327
 FX0327                         *CURRENT SURVEY CONTROL
 FX0327  ___________________________________________________________________
 FX0327* NAD 83(1993)-  36 45 38.27531(N)    076 19 16.62601(W)     ADJUSTED  
 FX0327* NAVD 88     -         2.136  (meters)       7.01   (feet)  POSTED    
 FX0327  ___________________________________________________________________
 FX0327  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FX0327  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX0327  DYNAMIC HT  -           2.130 (meters)       6.99  (feet)  COMP
 FX0327  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 FX0327
 FX0327  HORZ ORDER  -  SECOND
 FX0327  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0327
 FX0327.The horizontal coordinates were established by classical geodetic methods
 FX0327.and adjusted by the National Geodetic Survey in September 1995..
 FX0327
 FX0327.The orthometric height was determined by differential leveling
 FX0327.and adjusted by the National Geodetic Survey in 1992..
 FX0327.No vertical observational check was made to the station.
 FX0327.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0327.was located on a no-check spur therefore a value was not computed.
 FX0327
 FX0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0327
 FX0327.The geoid height was determined by GEOID03.
 FX0327
 FX0327.The dynamic height is computed by dividing the NAVD 88
 FX0327.geopotential number by the normal gravity value computed on the
 FX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0327.degrees latitude (g = 980.6199 gals.).
 FX0327
 FX0327.The modeled gravity was interpolated from observed gravity values.
 FX0327
 FX0327;                    North         East     Units Scale Factor Converg.
 FX0327;SPC VA S     - 1,049,664.070 3,694,520.224   MT  1.00000110   +1 19 20.3
 FX0327;SPC VA S     - 3,443,772.87 12,121,105.10   sFT  1.00000110   +1 19 20.3
 FX0327;UTM  18      - 4,069,132.936   382,066.771   MT  0.99977135   -0 47 27.0
 FX0327
 FX0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0327!SPC VA S     -   1.00000547  x   1.00000110  =   1.00000657
 FX0327!UTM  18      -   1.00000547  x   0.99977135  =   0.99977682
 FX0327
 FX0327|---------------------------------------------------------------------|
 FX0327| PID    Reference Object                     Distance      Geod. Az  |
 FX0327|                                                           dddmmss.s |
 FX0327| FX0326 CORN 2 RM 1                           7.920 METERS 09647     |
 FX0327| FX0331 GRAVE                               APPROX. 0.6 KM 0993449.9 |
 FX0327| FX0328 CORN 2 RM 2                           6.401 METERS 26706     |
 FX0327|---------------------------------------------------------------------|
 FX0327
 FX0327                          SUPERSEDED SURVEY CONTROL
 FX0327
 FX0327  NAD 83(1986)-  36 45 38.28145(N)    076 19 16.66128(W) AD(       ) 2
 FX0327  NAD 27      -  36 45 37.74830(N)    076 19 17.86790(W) AD(       ) 2
 FX0327  NGVD 29 (??/??/92)    2.388  (m)            7.83   (f) ADJ UNCH    2 0
 FX0327
 FX0327.Superseded values are not recommended for survey control.
 FX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0327.See file dsdata.txt to determine how the superseded data were derived.
 FX0327
 FX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8206769133(NAD 83)
 FX0327_MARKER: DS = TRIANGULATION STATION DISK
 FX0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0327_STAMPING: CORN 2 1959
 FX0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0327+STABILITY: SURFACE MOTION
 FX0327
 FX0327  HISTORY     - Date     Condition        Report By
 FX0327  HISTORY     - 1959     MONUMENTED       CGS
 FX0327  HISTORY     - 1959     GOOD             CGS
 FX0327
 FX0327                          STATION DESCRIPTION
 FX0327
 FX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX0327'STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF THE BUSINESS DISTRICT
 FX0327'OF PORTSMOUTH, ABOUT 1.25 MILES EAST OF THE MOUTH OF DEEP CREEK
 FX0327'AND ABOUT 0.2 MILE NORTH OF A CREEK IN THE MIDDLE OF A FIELD.
 FX0327'IT IS 4.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 3
 FX0327'FEET NORTH OF THE NORTH BANK OF A DRAINAGE DITCH.  THE MARK IS
 FX0327'A 4 INCH TILE 4 FEET LONG WITH THE DISK CEMENTED IN THE TOP.
 FX0327'IT IS SET 4 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 FX0327'IS STAMPED CORN 2 1959.
 FX0327'
 FX0327'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF THE NORTH EDGE OF THE
 FX0327'DITCH BANK.  THE MARK IS A 4 INCH TILE 4 FEET LONG WITH THE
 FX0327'DISK CEMENTED IN THE TOP.  IT PROJECTS ABOUT 4 INCHES AND IT IS
 FX0327'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.  THE DISK IS
 FX0327'STAMPED CORN 2 NO 1 1959.
 FX0327'
 FX0327'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF THE NORTH EDGE OF THE
 FX0327'DITCH BANK AND THE MARK IS A 4 INCH TILE 4 FEET LONG WITH THE
 FX0327'DISK CEMENTED IN THE TOP.  IT PROJECTS ABOUT 2 INCHES AND IT IS
 FX0327'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.  THE DISK
 FX0327'IS STAMPED CORN 2 NO 2 1959.
 FX0327'
 FX0327'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE SOUTHERN BRANCH
 FX0327'OF THE ELIZABETH RIVER, GO WESTERLY ON U.S. HIGHWAY 13 AND 460
 FX0327'(MILITARY ROAD) FOR 1.6 MILES TO THE JUNCTION OF STATE HIGHWAY
 FX0327'196, TURN LEFT AND GO SOUTHERLY FOR 0.4 MILE TO A FORK, KEEP
 FX0327'STRAIGHT AHEAD ON THE LEFT FORK FOR ABOUT 100 YARDS TO THREE
 FX0327'FORKS JUST AFTER CROSSING THE OLD ABANDONED GILMERTON CANAL,
 FX0327'KEEP THE MIDDLE ROAD AND CONTINUE AHEAD FOR 0.25 MILE TO A
 FX0327'FORK, TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FARM HOUSE ON
 FX0327'THE RIGHT AND END OF TRUCK TRAVEL AND STATION ABOUT 500 FEET
 FX0327'NORTHWEST OF THE HOUSE.
 FX0327'
 FX0327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX0327
 FX0327                          STATION RECOVERY (1959)
 FX0327
 FX0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX0327'2 MI NE FROM DEEP CREEK.
 FX0327'ABOUT 1.55 MILES NORTHEAST ALONG SHELL ROAD FROM THE HIGH SCHOOL
 FX0327'AT DEEP CREEK, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG ROAD NO.
 FX0327'648 TO A ROAD FORK, THENCE ABOUT 0.2 MILE SOUTH ALONG A DRIVE
 FX0327'LEADING TO A FARMHOUSE, THENCE ABOUT 0.1 MILE WEST-SOUTHWEST
 FX0327'ALONG THE NORTH SIDE OF A HEDGEROW, 7 1/2 FEET NORTH OF THE
 FX0327'CENTER OF DITCH IN HEDGEROW, 26 FEET WEST OF R M 1, 21 FEET
 FX0327'EAST OF R M 2, 107 1/2 FEET EAST OF A HEDGEROW AND DITCH LEADING
 FX0327'NORTH, 3.8 FEET NORTHWEST OF A STEEL WITNESS POST, SET IN
 FX0327'TOP OF A CONCRETE POST ENCASED BY A 4-INCH TILE PIPE 4 INCHES
 FX0327'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0326 ***********************************************************************
 FX0326  DESIGNATION -  CORN 2 RM 1
 FX0326  PID         -  FX0326
 FX0326  STATE/COUNTY-  VA/C OF NORFOLK
 FX0326  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0326
 FX0326                         *CURRENT SURVEY CONTROL
 FX0326  ___________________________________________________________________
 FX0326* NAD 83(1986)-  36 45 38.     (N)    076 19 16.     (W)     SCALED    
 FX0326* NAVD 88     -         2.411  (meters)       7.91   (feet)  POSTED    
 FX0326  ___________________________________________________________________
 FX0326  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX0326  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 FX0326  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 FX0326
 FX0326  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0326
 FX0326.The horizontal coordinates were scaled from a topographic map and have
 FX0326.an estimated accuracy of +/- 6 seconds.
 FX0326
 FX0326.The orthometric height was determined by differential leveling
 FX0326.and adjusted by the National Geodetic Survey in 1992..
 FX0326.No vertical observational check was made to the station.
 FX0326.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0326.was located on a no-check spur therefore a value was not computed.
 FX0326
 FX0326.The geoid height was determined by GEOID03.
 FX0326
 FX0326.The dynamic height is computed by dividing the NAVD 88
 FX0326.geopotential number by the normal gravity value computed on the
 FX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0326.degrees latitude (g = 980.6199 gals.).
 FX0326
 FX0326.The modeled gravity was interpolated from observed gravity values.
 FX0326
 FX0326;                    North         East    Units  Estimated Accuracy
 FX0326;SPC VA S     - 1,049,660.    3,694,540.      MT  (+/- 180 meters Scaled)
 FX0326
 FX0326                          SUPERSEDED SURVEY CONTROL
 FX0326
 FX0326  NGVD 29 (??/??/92)    2.663  (m)            8.74   (f) ADJ UNCH    2 0
 FX0326
 FX0326.Superseded values are not recommended for survey control.
 FX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0326.See file dsdata.txt to determine how the superseded data were derived.
 FX0326
 FX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF820691(NAD 83)
 FX0326_MARKER: DR = REFERENCE MARK DISK
 FX0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0326_STAMPING: CORN 2 NO 1 1959
 FX0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0326+STABILITY: SURFACE MOTION
 FX0326
 FX0326  HISTORY     - Date     Condition        Report By
 FX0326  HISTORY     - 1959     MONUMENTED       CGS
 FX0326
 FX0326                          STATION DESCRIPTION
 FX0326
 FX0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0326'2 MI NE FROM DEEP CREEK.
 FX0326'26 FEET EAST OF CORN 2 DESCRIBED, 46.8 FEET EAST OF R M 2,
 FX0326'134 FEET EAST OF A HEDGEROW AND DITCH LEADING NORTH, 5 FEET
 FX0326'NORTH OF THE CENTER OF DITCH IN HEDGEROW LEADING EAST-WEST,
 FX0326'AND SET IN TOP OF A CONCRETE POST ENCASED BY 4-INCH TILE PIPE
 FX0326'AND PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0328 ***********************************************************************
 FX0328  DESIGNATION -  CORN 2 RM 2
 FX0328  PID         -  FX0328
 FX0328  STATE/COUNTY-  VA/C OF NORFOLK
 FX0328  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0328
 FX0328                         *CURRENT SURVEY CONTROL
 FX0328  ___________________________________________________________________
 FX0328* NAD 83(1986)-  36 45 38.     (N)    076 19 16.     (W)     SCALED    
 FX0328* NAVD 88     -         2.391  (meters)       7.84   (feet)  POSTED    
 FX0328  ___________________________________________________________________
 FX0328  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX0328  DYNAMIC HT  -           2.390 (meters)       7.84  (feet)  COMP
 FX0328  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 FX0328
 FX0328  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0328
 FX0328.The horizontal coordinates were scaled from a topographic map and have
 FX0328.an estimated accuracy of +/- 6 seconds.
 FX0328
 FX0328.The orthometric height was determined by differential leveling
 FX0328.and adjusted by the National Geodetic Survey in 1992..
 FX0328.No vertical observational check was made to the station.
 FX0328.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0328.was located on a no-check spur therefore a value was not computed.
 FX0328
 FX0328.The geoid height was determined by GEOID03.
 FX0328
 FX0328.The dynamic height is computed by dividing the NAVD 88
 FX0328.geopotential number by the normal gravity value computed on the
 FX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0328.degrees latitude (g = 980.6199 gals.).
 FX0328
 FX0328.The modeled gravity was interpolated from observed gravity values.
 FX0328
 FX0328;                    North         East    Units  Estimated Accuracy
 FX0328;SPC VA S     - 1,049,660.    3,694,540.      MT  (+/- 180 meters Scaled)
 FX0328
 FX0328                          SUPERSEDED SURVEY CONTROL
 FX0328
 FX0328  NGVD 29 (??/??/92)    2.643  (m)            8.67   (f) ADJ UNCH    2 0
 FX0328
 FX0328.Superseded values are not recommended for survey control.
 FX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0328.See file dsdata.txt to determine how the superseded data were derived.
 FX0328
 FX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF820691(NAD 83)
 FX0328_MARKER: DR = REFERENCE MARK DISK
 FX0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0328_STAMPING: CORN 2 NO 2 1959
 FX0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0328+STABILITY: SURFACE MOTION
 FX0328
 FX0328  HISTORY     - Date     Condition        Report By
 FX0328  HISTORY     - 1959     MONUMENTED       CGS
 FX0328
 FX0328                          STATION DESCRIPTION
 FX0328
 FX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0328'2 MI NE FROM DEEP CREEK.
 FX0328'21 FEET WEST OF CORN 2 DESCRIBED, 46.8 FEET WEST OF R M 1, 6
 FX0328'FEET NORTH OF THE CENTER OF DITCH IN HEDGEROW LEADING EAST-WEST,
 FX0328'87 FEET EAST OF THE CENTER OF DITCH IN HEDGEROW LEADING NORTH,
 FX0328'AND SET IN TOP OF A CONCRETE POST ENCASED BY A 4-INCH TILE PIPE
 FX0328'PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9408 ***********************************************************************
 AF9408  DESIGNATION -  CORNS
 AF9408  PID         -  AF9408
 AF9408  STATE/COUNTY-  VA/PATRICK
 AF9408  USGS QUAD   -  NETTLERIDGE (1982)
 AF9408
 AF9408                         *CURRENT SURVEY CONTROL
 AF9408  ___________________________________________________________________
 AF9408* NAD 83(1993)-  36 32 51.26876(N)    080 09 26.33597(W)     ADJUSTED  
 AF9408* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 AF9408  ___________________________________________________________________
 AF9408  X           -     876,992.086 (meters)                     COMP
 AF9408  Y           -  -5,054,788.008 (meters)                     COMP
 AF9408  Z           -   3,777,363.767 (meters)                     COMP
 AF9408  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AF9408  ELLIP HEIGHT-         313.56  (meters)          (03/13/03) GPS OBS
 AF9408  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AF9408
 AF9408  HORZ ORDER  -  FIRST
 AF9408  ELLP ORDER  -  FOURTH    CLASS II
 AF9408
 AF9408.The horizontal coordinates were established by GPS observations
 AF9408.and adjusted by the National Geodetic Survey in March 2003..
 AF9408
 AF9408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9408
 AF9408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9408
 AF9408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9408
 AF9408.The ellipsoidal height was determined by GPS observations
 AF9408.and is referenced to NAD 83.
 AF9408
 AF9408.The geoid height was determined by GEOID03.
 AF9408
 AF9408;                    North         East     Units Scale Factor Converg.
 AF9408;SPC VA S     - 1,025,078.128 3,351,610.811   MT  1.00004698   -1 00 21.1
 AF9408;SPC VA S     - 3,363,110.49 10,996,076.47   sFT  1.00004698   -1 00 21.1
 AF9408;UTM  17      - 4,045,015.564   575,421.434   MT  0.99967008   +0 30 06.6
 AF9408
 AF9408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9408!SPC VA S     -   0.99995079  x   1.00004698  =   0.99999777
 AF9408!UTM  17      -   0.99995079  x   0.99967008  =   0.99962089
 AF9408
 AF9408                          SUPERSEDED SURVEY CONTROL
 AF9408
 AF9408  NAD 83(1986)-  36 32 51.27609(N)    080 09 26.34231(W) AD(       ) 1
 AF9408  NGVD 29 (07/20/98)  346.7    (m)         1137.     (f) GPS OBS        
 AF9408
 AF9408.Superseded values are not recommended for survey control.
 AF9408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9408.See file dsdata.txt to determine how the superseded data were derived.
 AF9408
 AF9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7542145016(NAD 83)
 AF9408_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9408_STAMPING: CORNS 1993
 AF9408_MARK LOGO: NCGS  
 AF9408_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9408+STABILITY: SURFACE MOTION
 AF9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9408+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9408
 AF9408  HISTORY     - Date     Condition        Report By
 AF9408  HISTORY     - 1993     MONUMENTED       NCGS
 AF9408
 AF9408                          STATION DESCRIPTION
 AF9408
 AF9408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 AF9408'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF STUART, VA AND
 AF9408'10.0 MI (16.1 KM) NORTH-NORTHEAST OF DANBURY, NC. ALONG VA 653 FOR
 AF9408'0.85 MI (1.37 KM) NORTHEAST FROM VA 8 (0.2 MI NORTH OF THE NC-VA STATE
 AF9408'LINE) TO PALMETTO CROSSROADS, THENCE EAST FOR 3.8 MI (6.1 KM) ALONG VA
 AF9408'631, OR 0.2 MI (0.3 KM) WEST OF SR 1618, IN THE NORTH SHOULDER ACROSS
 AF9408'FROM THE CORNS WHITE SIDING HOUSE. NOTE--IN ADDITION TO NCGS
 AF9408'STATION--DOMINION 1993--THE COORDINATED TV TOWERS AND LOOKOUT TOWER ON
 AF9408'SAURATOWN MOUNTAIN WILL SERVE AS AZIMUTHS FOR THIS STATION. MARK IS
 AF9408'ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.  LOCATED 18.0 FT
 AF9408'(5.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,  19.0 FT (5.8
 AF9408'M) WEST-SOUTHWEST OF THE CENTERLINE OF A PASTURE ROAD, 47.0 FT (14.3
 AF9408'M) WEST-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 67.8 FT (20.7
 AF9408'M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL--AND 5.5 FT (1.7 M)
 AF9408'SOUTHWEST OF A FENCE POST, 15.0 FT (4.6 M) EAST-NORTHEAST OF A FENCE
 AF9408'POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3143 ***********************************************************************
 FX3143  DESIGNATION -  CORP 1912
 FX3143  PID         -  FX3143
 FX3143  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3143  USGS QUAD   -  DEEP CREEK (1986)
 FX3143
 FX3143                         *CURRENT SURVEY CONTROL
 FX3143  ___________________________________________________________________
 FX3143* NAD 83(1993)-  36 44 16.97428(N)    076 17 51.69140(W)     ADJUSTED  
 FX3143* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3143  ___________________________________________________________________
 FX3143  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 FX3143  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX3143
 FX3143  HORZ ORDER  -  THIRD
 FX3143
 FX3143.The horizontal coordinates were established by classical geodetic methods
 FX3143.and adjusted by the National Geodetic Survey in September 1995..
 FX3143
 FX3143.The orthometric height was scaled from a topographic map.
 FX3143
 FX3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3143
 FX3143.The geoid height was determined by GEOID03.
 FX3143
 FX3143;                    North         East     Units Scale Factor Converg.
 FX3143;SPC VA S     - 1,047,207.450 3,696,684.733   MT  1.00000532   +1 20 11.9
 FX3143;SPC VA S     - 3,435,713.11 12,128,206.49   sFT  1.00000532   +1 20 11.9
 FX3143;UTM  18      - 4,066,598.773   384,138.741   MT  0.99976538   -0 46 34.7
 FX3143
 FX3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3143!SPC VA S     -   1.00000570  x   1.00000532  =   1.00001102
 FX3143!UTM  18      -   1.00000570  x   0.99976538  =   0.99977108
 FX3143
 FX3143:                Primary Azimuth Mark                     Grid Az
 FX3143:SPC VA S     -  MAN 1912                                 014 16 22.1
 FX3143:UTM  18      -  MAN 1912                                 016 23 08.7
 FX3143
 FX3143|---------------------------------------------------------------------|
 FX3143| PID    Reference Object                     Distance      Geod. Az  |
 FX3143|                                                           dddmmss.s |
 FX3143| FX3150 MAN 1912                            423.997 METERS 0153634.0 |
 FX3143| FX3149 LUM 1912                            234.225 METERS 09114     |
 FX3143| FX3151 NUX 1912                            APPROX. 0.6 KM 3451317.3 |
 FX3143|---------------------------------------------------------------------|
 FX3143
 FX3143                          SUPERSEDED SURVEY CONTROL
 FX3143
 FX3143  NAD 83(1986)-  36 44 16.98043(N)    076 17 51.72654(W) AD(       ) 3
 FX3143  NAD 27      -  36 44 16.44500(N)    076 17 52.93700(W) AD(       ) 3
 FX3143
 FX3143.Superseded values are not recommended for survey control.
 FX3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3143.See file dsdata.txt to determine how the superseded data were derived.
 FX3143
 FX3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8413966599(NAD 83)
 FX3143_MARKER: Z = SEE DESCRIPTION
 FX3143_SETTING: 0 = UNSPECIFIED SETTING
 FX3143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3143
 FX3143  HISTORY     - Date     Condition        Report By
 FX3143  HISTORY     - 1912     MONUMENTED       CGS
 FX3143  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3143
 FX3143                          STATION DESCRIPTION
 FX3143
 FX3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3143'STATION IS ON THE W SIDE OF SOUTHERN BRANCH OF ELIZABETH
 FX3143'RIVER ABOUT 370 FEET S OF THE WHARF OF THE NORFOLK COUNTY LUMBER
 FX3143'COMPANY ON THE POINT S OF THE ENTRANCE TO MILL CREEK.  IT IS 16
 FX3143'FEET S OF THE SE CORNER OF THE SOUTHERN ONE OF 3 SMALL HOUSES
 FX3143'AND NEARLY IN LINE WITH THE FRONT OF THE HOUSES.
 FX3143'
 FX3143'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3143'2 FEET DEEP.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3143'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  TOP OF BLOCK MARKED
 FX3143'1912 C.G.S.
 FX3143
 FX3143                          STATION RECOVERY (2004)
 FX3143
 FX3143'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4810 ***********************************************************************
 GV4810  DESIGNATION -  CORPORATION
 GV4810  PID         -  GV4810
 GV4810  STATE/COUNTY-  VA/NEW KENT
 GV4810  USGS QUAD   -  WEST POINT (1986)
 GV4810
 GV4810                         *CURRENT SURVEY CONTROL
 GV4810  ___________________________________________________________________
 GV4810* NAD 83(1993)-  37 30 14.34008(N)    076 52 03.60067(W)     ADJUSTED  
 GV4810* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 GV4810  ___________________________________________________________________
 GV4810  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 GV4810  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 GV4810
 GV4810  HORZ ORDER  -  FIRST
 GV4810
 GV4810.The horizontal coordinates were established by classical geodetic methods
 GV4810.and adjusted by the National Geodetic Survey in November 1994..
 GV4810
 GV4810.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4810
 GV4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4810
 GV4810.The geoid height was determined by GEOID03.
 GV4810
 GV4810;                    North         East     Units Scale Factor Converg.
 GV4810;SPC VA S     - 1,131,161.043 3,644,317.452   MT  0.99994823   +0 59 26.5
 GV4810;SPC VA S     - 3,711,150.86 11,956,398.17   sFT  0.99994823   +0 59 26.5
 GV4810;UTM  18      - 4,152,421.669   334,917.922   MT  0.99993569   -1 08 14.4
 GV4810
 GV4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4810!SPC VA S     -   0.99999950  x   0.99994823  =   0.99994773
 GV4810!UTM  18      -   0.99999950  x   0.99993569  =   0.99993519
 GV4810
 GV4810:                Primary Azimuth Mark                     Grid Az
 GV4810:SPC VA S     -  WEST POINT CHESAPEAKE LGE TK             052 00 24.9
 GV4810:UTM  18      -  WEST POINT CHESAPEAKE LGE TK             054 08 05.8
 GV4810
 GV4810|---------------------------------------------------------------------|
 GV4810| PID    Reference Object                     Distance      Geod. Az  |
 GV4810|                                                           dddmmss.s |
 GV4810| GV4873 WEST POINT CHESAPEAKE LGE TK        APPROX. 7.0 KM 0525951.4 |
 GV4810| GV4880 WEST PT CHESAPEAKE TALLER STK       APPROX. 6.8 KM 0540956.3 |
 GV4810| GV4875 WEST POINT CHESAPEAKE TALL STK      APPROX. 6.8 KM 0541857.5 |
 GV4810| DC9142 CORPORATION RM 1 RESET               30.824 METERS 14223     |
 GV4810| DC9143 CORPORATION RM 1                     41.240 METERS 14224     |
 GV4810| DC9147 CORPORATION RM 4                     15.557 METERS 14354     |
 GV4810| GV4691 JAMES CITY LOOKOUT TOWER            APPROX. 8.3 KM 1574409.3 |
 GV4810| DC9145 CORPORATION RM 2                    141.930 METERS 17422     |
 GV4810| DC9144 CORPORATION RM 2 RESET               31.785 METERS 17422     |
 GV4810| DC9148 CORPORATION RM 5                     40.435 METERS 18734     |
 GV4810| DC9146 CORPORATION RM 3 RESET                             2364622.8 |
 GV4810| GV4893 BULLOCK 2                           APPROX. 9.8 KM 3594501.0 |
 GV4810|---------------------------------------------------------------------|
 GV4810
 GV4810                          SUPERSEDED SURVEY CONTROL
 GV4810
 GV4810  NAD 83(1986)-  37 30 14.34164(N)    076 52 03.61598(W) AD(       ) 1
 GV4810  NAD 27      -  37 30 13.81600(N)    076 52 04.75200(W) AD(       ) 1
 GV4810  NGVD 29 (07/19/86)   38.1    (m)          125.     (f) VERT ANG       
 GV4810
 GV4810.Superseded values are not recommended for survey control.
 GV4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4810.See file dsdata.txt to determine how the superseded data were derived.
 GV4810
 GV4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3491852422(NAD 83)
 GV4810_MARKER: DD = SURVEY DISK
 GV4810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4810_SP_SET: SQUARE CONCRETE MONUMENT
 GV4810_STAMPING: CORPORATION 1934
 GV4810_MARK LOGO: CGS   
 GV4810_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV4810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4810+STABILITY: SURFACE MOTION
 GV4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4810+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV4810
 GV4810  HISTORY     - Date     Condition        Report By
 GV4810  HISTORY     - 1934     MONUMENTED       CGS
 GV4810  HISTORY     - 1934     GOOD             CGS
 GV4810  HISTORY     - 1936     SEE DESCRIPTION  CGS
 GV4810  HISTORY     - 1944     GOOD             CGS
 GV4810  HISTORY     - 1961     GOOD             CGS
 GV4810  HISTORY     - 1963     GOOD             CGS
 GV4810  HISTORY     - 1966     GOOD             CGS
 GV4810  HISTORY     - 1969     GOOD             CGS
 GV4810  HISTORY     - 19910417 GOOD             NOS
 GV4810  HISTORY     - 19960309 GOOD             USPSQD
 GV4810  HISTORY     - 20001216 GOOD             USPSQD
 GV4810  HISTORY     - 20010331 GOOD             NGS
 GV4810  HISTORY     - 20050307 GOOD             USPSQD
 GV4810
 GV4810                          STATION DESCRIPTION
 GV4810
 GV4810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4810'STATION IS ON THE PROPERTY OWNED BY THE CHESAPEAKE PAPER MILL
 GV4810'CORPORATION OF WEST POINT.  STATION IS ON THE HIGHEST GROUND
 GV4810'ON THE N SIDE OF HIGHWAY 4.
 GV4810'
 GV4810'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4810'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 GV4810'
 GV4810'REFERENCE MARK NO. 1 IS 135.30 FEET E OF THE STATION, 25 FEET
 GV4810'W OF THE CENTER LINE OF THE ROAD, 24 FEET E OF A RIGHT-OF-WAY
 GV4810'MARKER.  MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 GV4810'GROUND.  REFERENCE MARK NO. 2 IS 141.93 FEET S OF THE STATION,
 GV4810'24 FEET NNW OF THE CENTER LINE OF THE HIGHWAY.  MARK PROJECTS
 GV4810'6 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK
 GV4810'NO. 3 IS 0.20 MILE S OF THE STATION, 30 FEET S OF THE CENTER
 GV4810'LINE OF THE ROAD ON THE TOP OF THE FIRST RISE ON THE ROAD S
 GV4810'OF THE STATION.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 GV4810'OF THE GROUND AND IS NOT VISIBLE FROM THE GROUND AT THE
 GV4810'STATION.  HEAVY CLEARING IS NECESSARY IN ORDER TO MAKE THIS
 GV4810'LINE VISIBLE ON THE GROUND.
 GV4810'
 GV4810'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT
 GV4810'THIS STATION.  A 103-FOOT TOWER WILL CLEAR ALL LINES AT THIS
 GV4810'STATION.
 GV4810'
 GV4810'TO REACH FROM NEW KENT COURTHOUSE, GO E ON THE ROAD FOR 7
 GV4810'MILES OR 0.6 MILE E OF THE ANGEL VIEW CHURCH ON THE N SIDE
 GV4810'OF THE ROAD.  STATION IS ON THE HIGHEST POINT OF THE HILL
 GV4810'ABOUT 150 FEET W OF THE CENTER LINE OF THE ROAD AT THE TOP OF
 GV4810'THE GRADE.  IT IS IN A SMALL CLEARING IN THE TREES AT THE
 GV4810'TOP OF THE HILL.  STATION MARK EXTENDS 8 INCHES ABOVE THE
 GV4810'SURFACE OF THE GROUND.
 GV4810'
 GV4810'THIS IS A FIRST-ORDER STATION.
 GV4810'
 GV4810'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 GV4810
 GV4810                          STATION RECOVERY (1934)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GV4810'RECOVERED IN GOOD CONDITION.
 GV4810
 GV4810                          STATION RECOVERY (1936)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 GV4810'LETTER OF M.B. HOYT, DEPARTMENT OF HIGHWAYS, RICHMOND, VA.,
 GV4810'5/6/36--
 GV4810'
 GV4810'REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 BEING IN THE PATH OF
 GV4810'NEW ROAD CONSTRUCTION WERE MOVED ON LINE AWAY FROM OR TOWARDS
 GV4810'THE STATION MARK AS SHOWN BELOW.
 GV4810'
 GV4810'NEW REFERENCE MARK DISKS STAMPED CORPORATION 1934-36 AND
 GV4810'NUMBERED NO. 1, NO. 2, AND NO. 3 RESPECTIVELY, WERE USED.
 GV4810'THE OLD REFERENCE MARK DISKS WERE RECEIVED IN THE OFFICE.
 GV4810'
 GV4810'DISTANCES TO NEW REFERENCE MARKS--
 GV4810'
 GV4810'CORPORATION TO R.M. NO. 1 -- 101.10 FEET.
 GV4810'
 GV4810'CORPORATION TO R.M. NO. 2 -- 104.43 FEET.
 GV4810'
 GV4810'CORPORATION TO R.M. NO. 3 -- 67.17 FEET FARTHER FROM STATION
 GV4810'THAN ORIGINALLY SET.
 GV4810'
 GV4810'R.M. NO. 1 IS 55 FEET W OF CENTER LINE OF ROAD.
 GV4810'
 GV4810'R.M. NO. 2 IS 55 FEET NNW OF THE CENTER LINE OF THE HIGHWAY.
 GV4810'
 GV4810'R.M. NO. 3 IS 43 FEET S OF THE CENTER LINE OF THE ROAD.
 GV4810
 GV4810                          STATION RECOVERY (1944)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4810'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 GV4810
 GV4810                          STATION RECOVERY (1961)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4810'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GV4810'CONDITION.  REFERENCE MARKS NO. 1 AND 2 SET BY THE VIRGINIA,
 GV4810'DEPARTMENT OF HIGHWAYS IN 1936 WERE RECOVERED IN GOOD CONDITION.
 GV4810'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT
 GV4810'RECOVERED, BUT IS BELIEVED TO BE IN PLACE.  A COMPLETE NEW
 GV4810'DESCRIPTION FOLLOWS--
 GV4810'
 GV4810'STATION IS LOCATED ABOUT 7 MILES EAST OF NEW KENT ON A HIGH
 GV4810'BANK, ON THE NORTH SIDE OF STATE HIGHWAY 33.  IT IS IN A
 GV4810'SMALL CLEARING ON THE HIGHEST POINT OF THE HILL ABOUT 160
 GV4810'FEET NORTH OF THE CENTER OF THE HIGHWAY, 100 FEET NORTH OF
 GV4810'POWER POLE NO. 91209 AND 2 FEET SOUTH OF A CGS WITNESS SIGN.
 GV4810'
 GV4810'REFERENCE MARK NO. 1 IS ABOUT 55 FEET NORTH OF THE CENTER
 GV4810'OF THE ROAD, 58 FEET EAST OF POWER POLE NO. 91209, 10 FEET NORTH
 GV4810'OF THE EDGE OF THE BANK OF THE HIGHWAY AND ON THE EAST SLOPE
 GV4810'OF THE HILL.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 GV4810'IS STAMPED CORPORATION 1 1932.  (NOTE 11B).
 GV4810'
 GV4810'REFERENCE MARK NO. 2 IS ON TOP OF THE HILL NEAR THE POWER
 GV4810'POLE.  IT IS ABOUT 55 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GV4810'10 FEET NORTH OF THE EDGE OF THE BANK, 5 FEET SOUTH OF POWERPOLE
 GV4810'NO. 91209 AND 2 FEET NORTH OF A CGS WITNESS SIGN.  THE MARK
 GV4810'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CORPORATION
 GV4810'2 1932.  (NOTE 11B)
 GV4810'
 GV4810'TO REACH THE STATION FROM THE COURTHOUSE IN NEW KENT, GO EAST
 GV4810'ON STATE HIGHWAY 33 FOR 6.4 MILES TO THE JUNCTION WITH STATE
 GV4810'HIGHWAY 168.  CONTINUE ON HIGHWAY 33 FOR 0.6 MILE TO A DEEP
 GV4810'CUT IN THE HIGHWAY AND STATION ON THE HIGH BANK ON THE LEFT.
 GV4810
 GV4810                          STATION RECOVERY (1963)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VWB)
 GV4810'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  ALL OTHER MARKS FOUND
 GV4810'IN GOOD CONDITION.
 GV4810
 GV4810                          STATION RECOVERY (1966)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 GV4810'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GV4810'CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED AND ASSUMED DESTROYED
 GV4810'DUE TO HIGHWAY CONSTRUCTION.  REFERENCE MARKS 1 AND 2 WERE RESET IN
 GV4810'1936.  DUE TO CHANGES IN THE AREA AND ADDITIONAL INFORMATION, A
 GV4810'COMPLETE NEW DESCRIPTION FOLLOWS.
 GV4810'
 GV4810'THE STATION IS ABOUT 6-1/2 MILES EAST OF NEW KENT, 4 MILES SOUTHWEST
 GV4810'OF WEST POINT, 1/2 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 GV4810'33 AND 168 AND ABOUT 100 YARDS NORTH OF STATE HIGHWAY 33.  IT IS ON
 GV4810'THE PROPERTY OF THE CHESAPEAKE CORPORATION OF VIRGINIA, WITH
 GV4810'OFFICES IN WEST POINT.
 GV4810'
 GV4810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 33,
 GV4810'AT MAIN AND 14TH STREETS IN WEST POINT, GO WEST ON THE STATE HIGHWAY
 GV4810'FOR 0.4 MILE TO THE CENTER OF THE BRIDGE OVER THE PAMUNKEY RIVER.
 GV4810'CONTINUE WEST ON THE HIGHWAY FOR 1.4 MILES TO WHERE STATE HIGHWAY
 GV4810'30 TURNS LEFT.  CONTINUE WEST ON STATE HIGHWAY 33 FOR 1.85 MILES TO
 GV4810'A GRAVELED ROAD ON THE RIGHT (COUNTY ROUTE 610).  CONTINUE WEST
 GV4810'ON THE HIGHWAY FOR 0.55 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 GV4810'TURN RIGHT, THEN LEFT ON POWERLINE TRACK ROAD AND GO WEST,
 GV4810'PARALLELING THE HIGHWAY, FOR 0.25 MILE TO THE TOP OF A RIDGE,
 GV4810'POWERLINE POLE NUMBER 91209 AND THE STATION ON THE RIGHT.
 GV4810'
 GV4810'THE STATION MARK IS A STANDARD DISK, STAMPED CORPORATION 1934, SET
 GV4810'IN TOP OF A CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER AND
 GV4810'PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS 105.7 FEET NORTH OF A
 GV4810'METAL WITNESS POST, 100 FEET NORTH OF POWERLINE POLE NUMBER 91209
 GV4810'AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 GV4810'
 GV4810'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORPORATION 1 1934, SET
 GV4810'IN TOP OF A CORRUGATED PIPE 10 INCHES IN DIAMETER, FILLED WITH
 GV4810'CONCRETE AND PROJECTING 4 INCHES ABOVE THE GROUND ON THE UPHILL
 GV4810'SIDE.  IT IS 57.5 FEET EAST OF THE POWERLINE POLE, 57 FEET EAST
 GV4810'OF A METAL WITNESS POST AND 14 FEET NORTH OF THE EDGE OF A
 GV4810'CUT-BANK.
 GV4810'
 GV4810'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORPORATION 2 1934,
 GV4810'SET IN TOP OF A CORRUGATED PIPE 10 INCHES IN DIAMETER, FILLED WITH
 GV4810'CONCRETE AND PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 4.6 FEET
 GV4810'SOUTH OF THE POWERLINE POLE AND 1.5 FEET NORTH OF A METAL WITNESS
 GV4810'POST.
 GV4810'
 GV4810'NO SUITABLE PLACE WAS FOUND TO RESET THE AZIMUTH MARK.
 GV4810
 GV4810                          STATION RECOVERY (1969)
 GV4810
 GV4810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (MEZ)
 GV4810'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 GV4810'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 (AZIMUTH MARK)
 GV4810'HAD BEEN DESTROYED BY PREVIOUS HIGHWAY CONSTRUCTION.  THE HIGHWAY
 GV4810'DEPARTMENT REQUESTED THAT THE REFERENCE MARKS BE RELOCATED DUE TO
 GV4810'HIGHWAY IMPROVEMENTS SO REFERENCE MARKS NOS. 4 AND 5 WERE
 GV4810'ESTABLISHED.  REFERENCE MARKS 1 AND 2 WERE LEFT IN POSITION BUT
 GV4810'WILL BE DESTROYED BY THE CONSTRUCTION.  A DIFFERENCE WAS FOUND IN
 GV4810'THE DISTANCE TO THE REFERENCE MARKS BUT THE ANGLE BETWEEN THE
 GV4810'MARKS WAS CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL
 GV4810'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES AND ADDITIONS.
 GV4810'
 GV4810'STATION IS ON A CLEARED HILL, ABOUT 160 FEET NORTH OF THE CENTERLINE
 GV4810'OF WEST BOUND LANE OF STATE HIGHWAY 33, 70 FEET NORTHEAST OF UTILITY
 GV4810'POLE NUMBER 91209 AND 1 FOOT SOUTHEAST OF STEEL WITNESS POST.
 GV4810'
 GV4810'REFERENCE MARK NO. 4 IS 46 FEET EAST OF UTILITY POLE NUMBER 91209
 GV4810'AND 1 FOOT EAST OF STEEL WITNESS POST.  THE MARK IS A STANDARD DISK
 GV4810'SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 GV4810'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CORPORATION NO 4 1934
 GV4810'1969.
 GV4810'
 GV4810'REFERENCE MARK NO. 5 IS 3.5 FEET NORTHWEST OF UTILITY POLE NUMBER
 GV4810'91209 AND UNDER POLE GUY WIRE.  THE MARK IS A STANDARD DISK SET
 GV4810'FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS
 GV4810'ABOUT 3 INCHES AND THE DISK IS STAMPED CORPORATION NO 5 1934
 GV4810'1969.
 GV4810'
 GV4810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF NEW
 GV4810'KENT.
 GV4810
 GV4810                          STATION RECOVERY (1991)
 GV4810
 GV4810'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV4810'THE STATION IS LOCATED ABOUT 7 MI (11.27 KM) EAST OF NEW KENT ON
 GV4810'A HIGH BANK ON THE NORTH SIDE OF STATE HIGHWAY 33.
 GV4810'$
 GV4810'TO REACH THE STATION FROM THE COURTHOUSE IN NEW KENT, GO EAST ON
 GV4810'STATE HWY 33 FOR 6.4 MI (10.30 KM) TO THE JUNCTION OF HWY 168.
 GV4810'CONTINUE ON HWY 33 FOR 0.6 MI (0.97 KM) TO A CUT IN THE HIGHWAY AND
 GV4810'STATION ON THE HIGH BANK ON LEFT.
 GV4810'$
 GV4810'THE STATION IS A STANDARD BRONZE DISK STAMPED---CORPORATION
 GV4810'1934---SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 GV4810'IS 55 FT (16.76 M) NORTH OF THE HIGHWAY, 10 FT (3.05 M) NORTH OF THE
 GV4810'EDGE OF THE BANK, 5 FT (1.52 M) SOUTH OF POWER POLE NO. 91209 AND 2
 GV4810'FEET NORTH OF A WITNESS POST.
 GV4810'$
 GV4810'DESCRIBED BY A.L. GRIMES.
 GV4810
 GV4810                          STATION RECOVERY (1996)
 GV4810
 GV4810'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV4810'RECOVERED IN GOOD CONDITION.
 GV4810
 GV4810                          STATION RECOVERY (2000)
 GV4810
 GV4810'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4810'1969 DESCRIPTION CORRECT, DISREGARD 1991 DESCRIPTION STATION FOUND RM
 GV4810'1 AND 2 NOT FOUND.
 GV4810
 GV4810                          STATION RECOVERY (2001)
 GV4810
 GV4810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4810'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4810
 GV4810                          STATION RECOVERY (2005)
 GV4810
 GV4810'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4810'POLE 91209 IS NOW POLE 140. STATION LOCATED 105.7 FT NORTH OF THIS
 GV4810'POLE. RM NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9567 ***********************************************************************
 HV9567  DESIGNATION -  CORRECT
 HV9567  PID         -  HV9567
 HV9567  STATE/COUNTY-  VA/FAIRFAX
 HV9567  USGS QUAD   -  OCCOQUAN (1994)
 HV9567
 HV9567                         *CURRENT SURVEY CONTROL
 HV9567  ___________________________________________________________________
 HV9567* NAD 83(1986)-  38 41 48.     (N)    077 15 21.     (W)     SCALED    
 HV9567* NAVD 88     -        78.560  (meters)     257.74   (feet)  ADJUSTED  
 HV9567  ___________________________________________________________________
 HV9567  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV9567  DYNAMIC HT  -          78.515 (meters)     257.59  (feet)  COMP
 HV9567  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 HV9567
 HV9567  VERT ORDER  -  THIRD
 HV9567
 HV9567.The horizontal coordinates were scaled from a topographic map and have
 HV9567.an estimated accuracy of +/- 6 seconds.
 HV9567
 HV9567.The orthometric height was determined by differential leveling
 HV9567.and adjusted by the National Geodetic Survey in September 2004..
 HV9567.No vertical observational check was made to the station.
 HV9567
 HV9567.The geoid height was determined by GEOID03.
 HV9567
 HV9567.The dynamic height is computed by dividing the NAVD 88
 HV9567.geopotential number by the normal gravity value computed on the
 HV9567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9567.degrees latitude (g = 980.6199 gals.).
 HV9567
 HV9567.The modeled gravity was interpolated from observed gravity values.
 HV9567
 HV9567;                    North         East    Units  Estimated Accuracy
 HV9567;SPC VA N     - 2,115,060.    3,608,230.      MT  (+/- 180 meters Scaled)
 HV9567
 HV9567                          SUPERSEDED SURVEY CONTROL
 HV9567
 HV9567.No superseded survey control is available for this station.
 HV9567
 HV9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH038855(NAD 83)
 HV9567_MARKER: DD = SURVEY DISK
 HV9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9567_SP_SET: CONCRETE POST
 HV9567_STAMPING: CORRECT 1990
 HV9567_MARK LOGO: VA-059
 HV9567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9567+STABILITY: SURFACE MOTION
 HV9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9567+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9567
 HV9567  HISTORY     - Date     Condition        Report By
 HV9567  HISTORY     - 1990     MONUMENTED       VA-059
 HV9567  HISTORY     - 19920120 GOOD             MSI
 HV9567
 HV9567                          STATION DESCRIPTION
 HV9567
 HV9567'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9567'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.0 MILES
 HV9567'(1.6 KM) SOUTH FROM THE INTERSECTION OF OX ROAD (RTE 123) AND THE
 HV9567'PRINCE WILLIAM COUNTY LINE, 1.8 MILES (2.9 KM) SOUTHWEST FROM THE
 HV9567'INTERSECTION OF I95 AND LORTON ROAD (RTE 642) AND 6.6 MILES (10.6 KM)
 HV9567'SOUTH-SOUTHEAST FROM BUTTS CORNER.  TO REACH FROM THE INTERSECTION OF
 HV9567'ROUTE 1 AND ROUTE 123 (GORDON BLVD) IN WOODBRIDGE, PROCEED ON
 HV9567'RTE.123, NORTHWEST, FOR 2.65 MILES (4.26 KM) TO THE STATION ON RIGHT,
 HV9567'IN A CONCRETE MONUMENT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3730 ***********************************************************************
 GV3730  DESIGNATION -  CORROTOMAN PT LIGHT
 GV3730  PID         -  GV3730
 GV3730  STATE/COUNTY-  VA/LANCASTER
 GV3730  USGS QUAD   -  IRVINGTON (1992)
 GV3730
 GV3730                         *CURRENT SURVEY CONTROL
 GV3730  ___________________________________________________________________
 GV3730* NAD 83(1993)-  37 40 00.38388(N)    076 28 55.86914(W)     ADJUSTED  
 GV3730* NAVD 88     -                                                        
 GV3730  ___________________________________________________________________
 GV3730  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 GV3730  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV3730
 GV3730  HORZ ORDER  -  THIRD
 GV3730
 GV3730.The horizontal coordinates were established by classical geodetic methods
 GV3730.and adjusted by the National Geodetic Survey in November 1994..
 GV3730
 GV3730
 GV3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3730
 GV3730.The geoid height was determined by GEOID03.
 GV3730
 GV3730;                    North         East     Units Scale Factor Converg.
 GV3730;SPC VA S     - 1,149,882.772 3,678,007.670   MT  0.99995900   +1 13 28.8
 GV3730;SPC VA S     - 3,772,573.73 12,066,930.16   sFT  0.99995900   +1 13 28.8
 GV3730;UTM  18      - 4,169,877.217   369,277.683   MT  0.99981048   -0 54 21.0
 GV3730
 GV3730                          SUPERSEDED SURVEY CONTROL
 GV3730
 GV3730  NAD 83(1993)-  37 40 00.38297(N)    076 28 55.88675(W) AD(       ) 4
 GV3730  NAD 83(1986)-  37 40 00.38332(N)    076 28 55.88644(W) AD(       ) 4
 GV3730  NAD 27      -  37 39 59.88300(N)    076 28 57.07600(W) AD(       ) 3
 GV3730
 GV3730.Superseded values are not recommended for survey control.
 GV3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3730.See file dsdata.txt to determine how the superseded data were derived.
 GV3730
 GV3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6927869877(NAD 83)
 GV3730_MARKER: 14 = NAVIGATION LIGHT
 GV3730
 GV3730  HISTORY     - Date     Condition        Report By
 GV3730  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3730  HISTORY     - 19940501 GOOD             USPSQD
 GV3730  HISTORY     - 19980411 GOOD             USPSQD
 GV3730  HISTORY     - 20021129 GOOD             USPSQD
 GV3730
 GV3730                          STATION DESCRIPTION
 GV3730
 GV3730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3730'THE STATION IS LOCATED IN CORROTOMAN RIVER, ABOUT 0.5 MI.
 GV3730'W OF CORROTOMAN POINT, AND ON THE W END OF A SHOAL MAKING
 GV3730'OFF SAID POINT.  THE STRUCTURE IS A RED STEEL PILE WITH
 GV3730'CAGEWORK AT TOP.  THE POINT OBSERVED WAS THE TOP POINT OR
 GV3730'GLOBE OF THE LIGHT.
 GV3730'
 GV3730'TO REACH THE STATION FROM MILLENBECK, DRIVE 0.7 MI. E ON
 GV3730'SECONDARY STATE HIGHWAY 625 TO MILLENBECK WHARF.  THE LIGHT
 GV3730'IS VISIBLE FROM SAID WHARF.
 GV3730'
 GV3730'THIS IS AN INTERSECTION STATION.
 GV3730
 GV3730                          STATION RECOVERY (1994)
 GV3730
 GV3730'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3730'RECOVERED IN GOOD CONDITION.
 GV3730
 GV3730                          STATION RECOVERY (1998)
 GV3730
 GV3730'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3730'RECOVERED IN GOOD CONDITION.
 GV3730
 GV3730                          STATION RECOVERY (2002)
 GV3730
 GV3730'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3893 ***********************************************************************
 GV3893  DESIGNATION -  COSTIN
 GV3893  PID         -  GV3893
 GV3893  STATE/COUNTY-  VA/NORTHAMPTON
 GV3893  USGS QUAD   -  ELLIOTTS CREEK (1992)
 GV3893
 GV3893                         *CURRENT SURVEY CONTROL
 GV3893  ___________________________________________________________________
 GV3893* NAD 83(1993)-  37 12 04.59512(N)    076 00 37.35538(W)     ADJUSTED  
 GV3893* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3893  ___________________________________________________________________
 GV3893  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 GV3893  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 GV3893
 GV3893  HORZ ORDER  -  SECOND
 GV3893
 GV3893.The horizontal coordinates were established by classical geodetic methods
 GV3893.and adjusted by the National Geodetic Survey in September 1995..
 GV3893
 GV3893.The orthometric height was scaled from a topographic map.
 GV3893
 GV3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3893
 GV3893.The geoid height was determined by GEOID03.
 GV3893
 GV3893;                    North         East     Units Scale Factor Converg.
 GV3893;SPC VA S     - 1,099,233.475 3,720,983.300   MT  0.99994959   +1 30 39.7
 GV3893;SPC VA S     - 3,606,401.83 12,207,926.04   sFT  0.99994959   +1 30 39.7
 GV3893;UTM  18      - 4,117,679.023   410,336.929   MT  0.99969903   -0 36 39.4
 GV3893
 GV3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3893!SPC VA S     -   1.00000585  x   0.99994959  =   0.99995544
 GV3893!UTM  18      -   1.00000585  x   0.99969903  =   0.99970488
 GV3893
 GV3893|---------------------------------------------------------------------|
 GV3893| PID    Reference Object                     Distance      Geod. Az  |
 GV3893|                                                           dddmmss.s |
 GV3893| DC9149 COSTIN RM 1                         101.491 METERS 07717     |
 GV3893| FW0943 BUTLER                              APPROX. 4.7 KM 1482141.9 |
 GV3893| FW0945 CAMP                                APPROX. 7.3 KM 1532010.6 |
 GV3893|---------------------------------------------------------------------|
 GV3893
 GV3893                          SUPERSEDED SURVEY CONTROL
 GV3893
 GV3893  NAD 83(1993)-  37 12 04.70115(N)    076 00 37.39108(W) AD(       ) 2
 GV3893  NAD 83(1986)-  37 12 04.59967(N)    076 00 37.39108(W) AD(       ) 2
 GV3893  NAD 27      -  37 12 04.09100(N)    076 00 38.63300(W) AD(       ) 2
 GV3893
 GV3893.Superseded values are not recommended for survey control.
 GV3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3893.See file dsdata.txt to determine how the superseded data were derived.
 GV3893
 GV3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1033717679(NAD 83)
 GV3893_MARKER: DS = TRIANGULATION STATION DISK
 GV3893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3893
 GV3893  HISTORY     - Date     Condition        Report By
 GV3893  HISTORY     - 1913     MONUMENTED       CGS
 GV3893  HISTORY     - 1934     MARK NOT FOUND   CGS
 GV3893  HISTORY     - 1954     MARK NOT FOUND   CGS
 GV3893
 GV3893                          STATION DESCRIPTION
 GV3893
 GV3893'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3893'STATION COSTIN IS ON A WIDE SANDY BELT, 910 METERS BELOW POINT
 GV3893'ELLIOTT, WHERE HIGH POINT OF SAND RIDGE COMES TO BEACH AND ABOUT
 GV3893'1300 METERS ABOVE LOWER END OF THIS LOW SANDY AND GRASSY BEND,
 GV3893'15 METERS BACK FROM GRASS LINE OF BEACH, AND 100 METERS IN FRONT
 GV3893'OF PINE WOOD LINE AND ON TOP OF A RELATIVELY HIGH KNOLL OF SAND,
 GV3893'ABOUT 7 FEET IN ELEVATION ABOVE MEAN TIDE.  STATION IS MARKED BY
 GV3893'A 8- BY 8- BY 24-INCH CEMENT BLOCK, SET WITH TOP 4 INCHES ABOVE
 GV3893'SURFACE IN A BED OF CEMENT, BEARING THE REGULATION DISK,
 GV3893'REINFORCED IN TOP AND CENTER.  SUBSURFACE MARK IS THE NOZZLE OF A
 GV3893'PINT BEER BOTTLE.
 GV3893'
 GV3893'REFERENCE MARK IS ON VERY SHARP AND PROMINENT GRASSY MOUND 30
 GV3893'METERS IN FRONT OF WOOD LINE, AN 8- BY 8- BY 24-INCH CEMENT BLOCK
 GV3893'BEARING THE BRASS DISK WITH ARROW IN TOP AND CENTER, STANDING
 GV3893'3 INCHES ABOVE SURFACE, DISTANCE 101.491 METERS ON LINE 288 DEG
 GV3893'55 MIN 47 SEC TO RIGHT OF LINE TO TRIANGULATION STATION BUTLER.
 GV3893
 GV3893                          STATION RECOVERY (1934)
 GV3893
 GV3893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3893'THE STATION MARK COULD NOT BE FOUND AFTER A THOROUGH SEARCH IN
 GV3893'THE VICINITY.  THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION
 GV3893'AND APPARENTLY IN PLACE.  FROM MEASUREMENTS MADE FROM THE REFERENCE
 GV3893'MARK IT WAS ASCERTAINED THAT THE STATION MARK CAME VERY NEAR THE
 GV3893'EDGE OF THE LOW SAND BLUFF ALONG CHESAPEAKE BAY AND HAS EITHER
 GV3893'BEEN WASHED OUT OR COVERED WITH SAND.  THERE IS EVIDENCE THAT THE
 GV3893'SHORE LINE HAS WASHED BADLY IN THIS VICINITY.
 GV3893'
 GV3893'THE FIRST-ORDER TRIANGULATION STATION WILLIS, 1932, IS LOCATED
 GV3893'ABOUT 250 METERS TO N OF THE RECOVERED REFERENCE MARK FOR COSTIN.
 GV3893'IT IS BELIEVED THAT THIS REFERENCE MARK IS ALSO THE REFERENCE
 GV3893'MARK NO. 3 FOR STATION WILLIS, 1932 AS MENTIONED IN THE
 GV3893'DESCRIPTION FOR THAT STATION.
 GV3893
 GV3893                          STATION RECOVERY (1954)
 GV3893
 GV3893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3893'STATION LOST THROUGH EROSION.  THE REFERENCE MARK WAS FOUND
 GV3893'LYING HORIZONTAL ON THE STORM TIDE LINE.  THE DISK WAS REMOVED
 GV3893'BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6534 ***********************************************************************
 HV6534  DESIGNATION -  COTE 1931
 HV6534  PID         -  HV6534
 HV6534  STATE/COUNTY-  VA/NORTHUMBERLAND
 HV6534  USGS QUAD   -  ST GEORGE ISLAND (1987)
 HV6534
 HV6534                         *CURRENT SURVEY CONTROL
 HV6534  ___________________________________________________________________
 HV6534* NAD 83(1993)-  38 00 03.57161(N)    076 28 34.78629(W)     ADJUSTED  
 HV6534* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV6534  ___________________________________________________________________
 HV6534  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 HV6534  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 HV6534
 HV6534  HORZ ORDER  -  THIRD
 HV6534
 HV6534.The horizontal coordinates were established by classical geodetic methods
 HV6534.and adjusted by the National Geodetic Survey in November 1994..
 HV6534
 HV6534.The orthometric height was scaled from a topographic map.
 HV6534
 HV6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6534
 HV6534.The geoid height was determined by GEOID03.
 HV6534
 HV6534;                    North         East     Units Scale Factor Converg.
 HV6534;SPC VA S     - 1,186,980.623 3,677,729.097   MT  1.00000644   +1 13 41.6
 HV6534;SPC VA S     - 3,894,285.59 12,066,016.21   sFT  1.00000644   +1 13 41.6
 HV6534;SPC VA N     - 2,039,068.447 3,677,728.211   MT  1.00000587   +1 15 46.8
 HV6534;SPC VA N     - 6,689,843.73 12,066,013.31   sFT  1.00000587   +1 15 46.8
 HV6534;UTM  18      - 4,206,953.367   370,380.453   MT  0.99980693   -0 54 32.6
 HV6534
 HV6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6534!SPC VA S     -   1.00000535  x   1.00000644  =   1.00001179
 HV6534!SPC VA N     -   1.00000535  x   1.00000587  =   1.00001122
 HV6534!UTM  18      -   1.00000535  x   0.99980693  =   0.99981227
 HV6534
 HV6534|---------------------------------------------------------------------|
 HV6534| PID    Reference Object                     Distance      Geod. Az  |
 HV6534|                                                           dddmmss.s |
 HV6534| GV3850 KINGS 1931                          367.279 METERS 22752     |
 HV6534|---------------------------------------------------------------------|
 HV6534
 HV6534                          SUPERSEDED SURVEY CONTROL
 HV6534
 HV6534  NAD 83(1993)-  38 00 03.56998(N)    076 28 34.78872(W) AD(       ) 3
 HV6534  NAD 83(1986)-  38 00 03.57275(N)    076 28 34.80207(W) AD(       ) 3
 HV6534  NAD 27      -  38 00 03.10200(N)    076 28 35.96800(W) AD(       ) 3
 HV6534
 HV6534.Superseded values are not recommended for survey control.
 HV6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6534.See file dsdata.txt to determine how the superseded data were derived.
 HV6534
 HV6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7038006953(NAD 83)
 HV6534_MARKER: Z = SEE DESCRIPTION
 HV6534_SETTING: 0 = UNSPECIFIED SETTING
 HV6534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV6534
 HV6534  HISTORY     - Date     Condition        Report By
 HV6534  HISTORY     - 1931     MONUMENTED       VACF
 HV6534  HISTORY     - 1942     MARK NOT FOUND   CGS
 HV6534  HISTORY     - 1943     MARK NOT FOUND   CGS
 HV6534  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 HV6534
 HV6534                          STATION DESCRIPTION
 HV6534
 HV6534'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 HV6534'STATION IS ON N SHORE OF KINGSCOTE CREEK, STATION GARNER JUST
 HV6534'VISIBLE OVER POINT BELOW.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 HV6534'GALVANIZED-IRON PIPE SURROUNDED BY A BLOCK OF CONCRETE BELOW
 HV6534'THE SURFACE OF THE GROUND.
 HV6534'
 HV6534'HEIGHT OF STATION ABOVE SIGNAL MARK - 3.95 METERS.
 HV6534
 HV6534                          STATION RECOVERY (1942)
 HV6534
 HV6534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6534'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR ONE HOUR,
 HV6534'BUT NO TRACE OF THIS STATION COULD BE FOUND.  IT IS RECOMMENDED
 HV6534'THAT THIS STATION BE CLASSIFIED AS LOST.
 HV6534
 HV6534                          STATION RECOVERY (1943)
 HV6534
 HV6534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 HV6534'THE STATION WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  THE SHORE
 HV6534'LINE IS WASHING BADLY.  IT IS RECOMMENDED THAT THIS STATION BE
 HV6534'CONSIDERED LOST.
 HV6534
 HV6534                          STATION RECOVERY (2002)
 HV6534
 HV6534'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 HV6534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4368 ***********************************************************************
 GV4368  DESIGNATION -  COTTAGE VFC 1930
 GV4368  PID         -  GV4368
 GV4368  STATE/COUNTY-  VA/GLOUCESTER
 GV4368  USGS QUAD   -  WARE NECK (1980)
 GV4368
 GV4368                         *CURRENT SURVEY CONTROL
 GV4368  ___________________________________________________________________
 GV4368* NAD 83(1993)-  37 23 45.35666(N)    076 28 14.80544(W)     ADJUSTED  
 GV4368* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4368  ___________________________________________________________________
 GV4368  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 GV4368  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 GV4368
 GV4368  HORZ ORDER  -  THIRD
 GV4368
 GV4368.The horizontal coordinates were established by classical geodetic methods
 GV4368.and adjusted by the National Geodetic Survey in September 1995..
 GV4368
 GV4368.The orthometric height was scaled from a topographic map.
 GV4368
 GV4368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4368
 GV4368.The geoid height was determined by GEOID03.
 GV4368
 GV4368;                    North         East     Units Scale Factor Converg.
 GV4368;SPC VA S     - 1,119,852.787 3,679,659.846   MT  0.99994552   +1 13 53.7
 GV4368;SPC VA S     - 3,674,050.35 12,072,350.68   sFT  0.99994552   +1 13 53.7
 GV4368;UTM  18      - 4,139,810.829   369,813.717   MT  0.99980877   -0 53 36.1
 GV4368
 GV4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4368!SPC VA S     -   1.00000547  x   0.99994552  =   0.99995099
 GV4368!UTM  18      -   1.00000547  x   0.99980877  =   0.99981424
 GV4368
 GV4368:                Primary Azimuth Mark                     Grid Az
 GV4368:SPC VA S     -  HOCKLEY VFC 1930                         098 01 22.0
 GV4368:UTM  18      -  HOCKLEY VFC 1930                         100 08 51.8
 GV4368
 GV4368|---------------------------------------------------------------------|
 GV4368| PID    Reference Object                     Distance      Geod. Az  |
 GV4368|                                                           dddmmss.s |
 GV4368| GV4379 HOCKLEY VFC 1930                    APPROX. 0.9 KM 0991515.7 |
 GV4368| GV4372 EVANS VFC 1930                      480.280 METERS 2525701.6 |
 GV4368|---------------------------------------------------------------------|
 GV4368
 GV4368                          SUPERSEDED SURVEY CONTROL
 GV4368
 GV4368  NAD 83(1993)-  37 23 45.36036(N)    076 28 14.80830(W) AD(       ) 3
 GV4368  NAD 83(1986)-  37 23 45.36944(N)    076 28 14.83526(W) AD(       ) 3
 GV4368  NAD 27      -  37 23 44.87000(N)    076 28 16.01300(W) AD(       ) 3
 GV4368
 GV4368.Superseded values are not recommended for survey control.
 GV4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4368.See file dsdata.txt to determine how the superseded data were derived.
 GV4368
 GV4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6981439811(NAD 83)
 GV4368_MARKER: Z = SEE DESCRIPTION
 GV4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4368_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4368+STABILITY: SURFACE MOTION
 GV4368
 GV4368  HISTORY     - Date     Condition        Report By
 GV4368  HISTORY     - 1930     MONUMENTED       VACF
 GV4368  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4368  HISTORY     - 1952     GOOD             CGS
 GV4368  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4368
 GV4368                          STATION DESCRIPTION
 GV4368
 GV4368'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4368'STATION IS LOCATED ON SANDY SHORE OF LOW MARSHY POINT, KNOWN
 GV4368'AS COTTAGE POINT, WARE RIVER.
 GV4368'
 GV4368'STATION IS MARKED BY 4-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 GV4368'PIPE IN CONCRETE BLOCK 10 BY 10 INCHES BY 2 FEET, ABOUT 4 YARDS
 GV4368'FROM END OF POINT AT MEAN HIGH WATER.
 GV4368
 GV4368                          STATION RECOVERY (1944)
 GV4368
 GV4368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4368'STATION NOT RECOVERED.  A TWO-MAN PARTY MADE A THOROUGH SEARCH
 GV4368'WITHOUT SUCCESS.  STATION COULD POSSIBLY BE RECOVERED BY USING THE
 GV4368'ANGLES GIVEN IN THE DESCRIPTION AND BY EXTENSIVE DIGGING.
 GV4368
 GV4368                          STATION RECOVERY (1952)
 GV4368
 GV4368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4368'STATION RECOVERED IN GOOD CONDITION WITH PIPE PROJECTING TWO
 GV4368'INCHES ABOVE GROUND.  STATION IS WITNESSED BY REMAINS OF OLD
 GV4368'SIGNAL STAKES AROUND MARK ON A GRASS POINT.
 GV4368
 GV4368                          STATION RECOVERY (2002)
 GV4368
 GV4368'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5690 ***********************************************************************
 GV5690  DESIGNATION -  COUNTRY CLUB OF VIRGINIA TANK
 GV5690  PID         -  GV5690
 GV5690  STATE/COUNTY-  VA/C OF RICHMOND
 GV5690  USGS QUAD   -  BON AIR (1994)
 GV5690
 GV5690                         *CURRENT SURVEY CONTROL
 GV5690  ___________________________________________________________________
 GV5690* NAD 83(1993)-  37 34 19.36401(N)    077 31 39.72514(W)     ADJUSTED  
 GV5690* NAVD 88     -                                                        
 GV5690  ___________________________________________________________________
 GV5690  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 GV5690  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV5690
 GV5690  HORZ ORDER  -  THIRD
 GV5690
 GV5690.The horizontal coordinates were established by classical geodetic methods
 GV5690.and adjusted by the National Geodetic Survey in November 1994..
 GV5690
 GV5690
 GV5690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5690
 GV5690.The geoid height was determined by GEOID03.
 GV5690
 GV5690;                    North         East     Units Scale Factor Converg.
 GV5690;SPC VA S     - 1,137,909.304 3,585,887.598   MT  0.99995175   +0 35 24.4
 GV5690;SPC VA S     - 3,733,290.77 11,764,699.56   sFT  0.99995175   +0 35 24.4
 GV5690;UTM  18      - 4,161,337.895   276,772.382   MT  1.00021383   -1 32 30.9
 GV5690
 GV5690                          SUPERSEDED SURVEY CONTROL
 GV5690
 GV5690  NAD 83(1986)-  37 34 19.36982(N)    077 31 39.74066(W) AD(       ) 4
 GV5690  NAD 27      -  37 34 18.84900(N)    077 31 40.79800(W) AD(       ) 3
 GV5690
 GV5690.Superseded values are not recommended for survey control.
 GV5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5690.See file dsdata.txt to determine how the superseded data were derived.
 GV5690
 GV5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7677261338(NAD 83)
 GV5690_MARKER: 53 = ELEVATED TANK
 GV5690
 GV5690  HISTORY     - Date     Condition        Report By
 GV5690  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5690  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5690  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 GV5690  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 GV5690  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 GV5690
 GV5690                          STATION DESCRIPTION
 GV5690
 GV5690'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5690'THIS INTERSECTION STATION IS THE FOUR-LEGGED STEEL WATER TANK
 GV5690'ABOUT 150 FEET HIGH, ALUMINUM PAINTED AT THE COUNTRY CLUB OF
 GV5690'VIRGINIA, LOCATED ON ST. ANDREWS LANE AND THREE CHOPT ROAD IN
 GV5690'RICHMOND.  POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE
 GV5690'TANK.
 GV5690
 GV5690                          STATION RECOVERY (1995)
 GV5690
 GV5690'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5690'MARK NOT FOUND.
 GV5690
 GV5690                          STATION RECOVERY (1999)
 GV5690
 GV5690'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5690'MARK NOT FOUND.
 GV5690
 GV5690                          STATION RECOVERY (2003)
 GV5690
 GV5690'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5690'MARK NOT FOUND.
 GV5690
 GV5690                          STATION RECOVERY (2005)
 GV5690
 GV5690'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5585 ***********************************************************************
 HV5585  DESIGNATION -  COUNTY
 HV5585  PID         -  HV5585
 HV5585  STATE/COUNTY-  VA/FAUQUIER
 HV5585  USGS QUAD   -  SOMERVILLE (1981)
 HV5585
 HV5585                         *CURRENT SURVEY CONTROL
 HV5585  ___________________________________________________________________
 HV5585* NAD 83(1993)-  38 31 36.44945(N)    077 33 51.15852(W)     ADJUSTED  
 HV5585* NAVD 88     -       131.8    (meters)     432.     (feet)  GPS OBS   
 HV5585  ___________________________________________________________________
 HV5585  X           -   1,075,928.998 (meters)                     COMP
 HV5585  Y           -  -4,879,072.057 (meters)                     COMP
 HV5585  Z           -   3,951,418.515 (meters)                     COMP
 HV5585  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV5585  ELLIP HEIGHT-          99.63  (meters)          (05/17/02) GPS OBS
 HV5585  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV5585
 HV5585  HORZ ORDER  -  FIRST
 HV5585  ELLP ORDER  -  FOURTH    CLASS II
 HV5585
 HV5585.The horizontal coordinates were established by GPS observations
 HV5585.and adjusted by the National Geodetic Survey in October 2001..
 HV5585
 HV5585.The orthometric height was determined by GPS observations and a
 HV5585.high-resolution geoid model.
 HV5585
 HV5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5585
 HV5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5585
 HV5585.The ellipsoidal height was determined by GPS observations
 HV5585.and is referenced to NAD 83.
 HV5585
 HV5585.The geoid height was determined by GEOID03.
 HV5585
 HV5585;                    North         East     Units Scale Factor Converg.
 HV5585;SPC VA N     - 2,095,888.158 3,581,595.719   MT  0.99994963   +0 35 02.6
 HV5585;SPC VA N     - 6,876,259.73 11,750,618.62   sFT  0.99994963   +0 35 02.6
 HV5585;UTM  18      - 4,267,382.996   276,472.241   MT  1.00021535   -1 35 52.3
 HV5585
 HV5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5585!SPC VA N     -   0.99998437  x   0.99994963  =   0.99993400
 HV5585!UTM  18      -   0.99998437  x   1.00021535  =   1.00019971
 HV5585
 HV5585|---------------------------------------------------------------------|
 HV5585| PID    Reference Object                     Distance      Geod. Az  |
 HV5585|                                                           dddmmss.s |
 HV5585| DC6156 COUNTY RM 1                          21.766 METERS 04300     |
 HV5585| AJ5545 COUNTY AZ MK RESET                  140.557 METERS 05649     |
 HV5585| DC6155 COUNTY AZ MK                                       0801242.6 |
 HV5585| DC6157 COUNTY RM 2                          24.631 METERS 11349     |
 HV5585| HV5589 FAUQUIER STAFFORD COS FIRE TWR       19.604 METERS 17810     |
 HV5585|---------------------------------------------------------------------|
 HV5585
 HV5585                          SUPERSEDED SURVEY CONTROL
 HV5585
 HV5585  ELLIP H (10/09/01)   99.63   (m)                       GP(       ) 4 1
 HV5585  NAD 83(1993)-  38 31 36.45049(N)    077 33 51.16117(W) AD(       ) 2
 HV5585  NAD 83(1986)-  38 31 36.45160(N)    077 33 51.17313(W) AD(       ) 2
 HV5585  NAD 27      -  38 31 36.00389(N)    077 33 52.22274(W) AD(       ) 2
 HV5585
 HV5585.Superseded values are not recommended for survey control.
 HV5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5585.See file dsdata.txt to determine how the superseded data were derived.
 HV5585
 HV5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7647267383(NAD 83)
 HV5585_MARKER: DS = TRIANGULATION STATION DISK
 HV5585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5585_STAMPING: COUNTY 1934
 HV5585_MARK LOGO: NONE  
 HV5585_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5585+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 HV5585
 HV5585  HISTORY     - Date     Condition        Report By
 HV5585  HISTORY     - 1943     MONUMENTED       CGS
 HV5585  HISTORY     - 1957     GOOD             VADH
 HV5585  HISTORY     - 1980     GOOD             USMC
 HV5585  HISTORY     - 20010514 GOOD             GEOMET
 HV5585
 HV5585                          STATION DESCRIPTION
 HV5585
 HV5585'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5585'THE STATION IS ABOUT 10 MILES SSE OF CATLETT, IN THE SW ANGLE
 HV5585'OF THE CROSSROADS OF COUNTY HIGHWAYS 610 AND 612 AND AT THE SITE OF
 HV5585'A LOOKOUT TOWER OF THE VIRGINIA CONSERVATION COMMISSION.  IT IS
 HV5585'80 FEET W OF THE CENTER LINE OF COUNTY HIGHWAY 612, 25 FEET S
 HV5585'OF THE CENTER LINE OF COUNTY HIGHWAY 610 AND 64.43 FEET N OF THE
 HV5585'CENTER OF THE LOOKOUT TOWER.  IT IS STAMPED COUNTY 1943 AND
 HV5585'PROJECTS 6 INCHES.
 HV5585'
 HV5585'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5585'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5585'
 HV5585'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 22 FEET N OF THE
 HV5585'CENTER LINE OF HIGHWAY 610.  IT IS STAMPED COUNTY NO. 1 1943 AND
 HV5585'PROJECTS 8 INCHES.
 HV5585'
 HV5585'REFERENCE MARK NO. 2 IS SES OF THE STATION AND 18 FEET W OF THE
 HV5585'CENTER LINE OF HIGHWAY 612.  IT IS STAMPED COUNTY NO. 2 1943
 HV5585'AND PROJECTS 4 INCHES.
 HV5585'
 HV5585'THE AZIMUTH MARK IS ABOUT 0.2 MILE E BY N OF THE STATION, 125
 HV5585'FEET N OF THE CENTER LINE OF COUNTY HIGHWAY 610, AT THE E EDGE
 HV5585'OF A GRAVEYARD AND 5 FEET S OF A WHITE REFERENCE POST.  IT IS
 HV5585'STAMPED COUNTY 1943 AND PROJECTS 4 INCHES.
 HV5585'
 HV5585'TO REACH THE STATION FROM CATLETT GO S ON VIRGINIA HIGHWAY 233
 HV5585'FOR 6.15 MILES AND TURN LEFT OFF THE HIGHWAY.  GO 1.8 MILES AND
 HV5585'TURN RIGHT AT A T-ROAD.  GO 1.15 MILES AND TAKE A RIGHT FORK
 HV5585'AT A CHURCH.  GO 3.65 MILES TO A CROSSROADS, A LOOKOUT TOWER,
 HV5585'AND THE STATION.  TO REACH THE AZIMUTH MARK GO E ON COUNTY
 HV5585'HIGHWAY 610 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 HV5585'THE ROAD.
 HV5585'
 HV5585'103-FOOT SIGNALS AT CROPP AND MIDLAND ARE VISIBLE AT 77 FEET.
 HV5585'90-FOOT SIGNALS AT ROSEVILLE, DELIGHT, AND DAVID ARE VISIBLE
 HV5585'AT 77 FEET.  90-FOOT SIGNALS AT CROSS AND CROMWELL ARE VISIBLE
 HV5585'AT 64 FEET.
 HV5585'
 HV5585'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HV5585
 HV5585                          STATION RECOVERY (1957)
 HV5585
 HV5585'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 HV5585'REFERENCE MARK NO. 1 WAS REPLACED BY REFERENCE MARK NO. 3 TO
 HV5585'PERMIT HIGHWAY CONSTRUCTION.  THE MARK WAS REPLACED BY THE
 HV5585'VIRGINIA STATE HIGHWAY DEPARTMENT.  REFERENCE MARK NO. 3 WAS
 HV5585'SET 147.35 FEET AWAY FROM THE STATION ON LINE WITH REFERENCE
 HV5585'MARK NO. 1.  THE ANGLE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 HV5585'MARK NO. 2 WAS CHECKED AT 70 DEG 48 MIN 10 SEC.  THE NEW DISK IS
 HV5585'STAMPED COUNTY NO 3 1956.
 HV5585'
 HV5585'NOTE--REFERENCE MARK DISK STAMPED COUNTY NO 1 1943 RECEIVED
 HV5585'12/3/57
 HV5585
 HV5585                          STATION RECOVERY (1980)
 HV5585
 HV5585'RECOVERY NOTE BY US MARINE CORPS 1980 (WAS)
 HV5585'STATION--COUNTY 1943 RECOVERED GOOD.
 HV5585'
 HV5585'AZIMUTH MK--COUNTY AZ 1980 GOOD.
 HV5585'
 HV5585'RMS 2 AND 3--COUNTY NO 2 COUNTY WAS GOOD.
 HV5585'
 HV5585'DISK ON AZIMUTH MARK WAS FOUND REMOVED.  STEM HOLE AND MONUMENT IN
 HV5585'TACT A USMC SURVEY DISK WAS CEMENTED IN ORIGINAL HOLE DISTANCE
 HV5585'MEASURED WITH RANGER IV, DIRECTION DETERMINED BY ASTRONOMIC AZIMUTH
 HV5585'OBSERVATIONS.  16 POSITIONS PE I0.42 INCHES.
 HV5585'
 HV5585'DISTANCE AND DIRECTION FROM NEAREST TOWN--TEN MILES SOUTH SOUTH EAST
 HV5585'OF CATLETT.
 HV5585
 HV5585                          STATION RECOVERY (2001)
 HV5585
 HV5585'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 HV5585'RECOVERD AS DESCRIBED.  VERY POOR FOR GPS.  CAN ONLY BE OCCUPIED IN
 HV5585'LEAF OFF CONDITIONS.
 HV5585' 
 HV5585' 
 HV5585' 
 HV5585' 
 HV5585'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5545 ***********************************************************************
 AJ5545  DESIGNATION -  COUNTY AZ MK RESET
 AJ5545  PID         -  AJ5545
 AJ5545  STATE/COUNTY-  VA/FAUQUIER
 AJ5545  USGS QUAD   -  SOMERVILLE (1981)
 AJ5545
 AJ5545                         *CURRENT SURVEY CONTROL
 AJ5545  ___________________________________________________________________
 AJ5545* NAD 83(1993)-  38 31 38.94424(N)    077 33 46.30193(W)     ADJUSTED  
 AJ5545* NAVD 88     -       132.0    (meters)     433.     (feet)  GPS OBS   
 AJ5545  ___________________________________________________________________
 AJ5545  X           -   1,076,033.606 (meters)                     COMP
 AJ5545  Y           -  -4,879,000.151 (meters)                     COMP
 AJ5545  Z           -   3,951,478.878 (meters)                     COMP
 AJ5545  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ5545  ELLIP HEIGHT-          99.92  (meters)          (05/17/02) GPS OBS
 AJ5545  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 AJ5545
 AJ5545  HORZ ORDER  -  FIRST
 AJ5545  ELLP ORDER  -  FOURTH    CLASS II
 AJ5545
 AJ5545.The horizontal coordinates were established by GPS observations
 AJ5545.and adjusted by the National Geodetic Survey in October 2001..
 AJ5545
 AJ5545.The orthometric height was determined by GPS observations and a
 AJ5545.high-resolution geoid model.
 AJ5545
 AJ5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5545
 AJ5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5545
 AJ5545.The ellipsoidal height was determined by GPS observations
 AJ5545.and is referenced to NAD 83.
 AJ5545
 AJ5545.The geoid height was determined by GEOID03.
 AJ5545
 AJ5545;                    North         East     Units Scale Factor Converg.
 AJ5545;SPC VA N     - 2,095,966.277 3,581,712.560   MT  0.99994961   +0 35 05.6
 AJ5545;SPC VA N     - 6,876,516.03 11,751,001.96   sFT  0.99994961   +0 35 05.6
 AJ5545;UTM  18      - 4,267,456.630   276,592.003   MT  1.00021469   -1 35 49.3
 AJ5545
 AJ5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5545!SPC VA N     -   0.99998432  x   0.99994961  =   0.99993393
 AJ5545!UTM  18      -   0.99998432  x   1.00021469  =   1.00019901
 AJ5545
 AJ5545|---------------------------------------------------------------------|
 AJ5545| PID    Reference Object                     Distance      Geod. Az  |
 AJ5545|                                                           dddmmss.s |
 AJ5545| HV5585 COUNTY                              140.557 METERS 23649     |
 AJ5545|---------------------------------------------------------------------|
 AJ5545
 AJ5545                          SUPERSEDED SURVEY CONTROL
 AJ5545
 AJ5545  ELLIP H (10/09/01)   99.92   (m)                       GP(       ) 4 1
 AJ5545
 AJ5545.Superseded values are not recommended for survey control.
 AJ5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5545.See file dsdata.txt to determine how the superseded data were derived.
 AJ5545
 AJ5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7659267457(NAD 83)
 AJ5545_MARKER: DD = SURVEY DISK
 AJ5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5545_STAMPING: COUNTY AZ 2000
 AJ5545_MARK LOGO: VA-179
 AJ5545_PROJECTION: FLUSH
 AJ5545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5545+STABILITY: SURFACE MOTION
 AJ5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5545+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5545
 AJ5545  HISTORY     - Date     Condition        Report By
 AJ5545  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5545
 AJ5545                          STATION DESCRIPTION
 AJ5545
 AJ5545'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5545'THE STATION IS LOCATED IN SOUTHEASTERN FAUQUIER COUNTY,  VIRGINIA.
 AJ5545' 
 AJ5545'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5545'(ROUTE 1) AND
 AJ5545'GARRISONVILLE ROAD (ROUTE 610) PROCEED NORTHWEST ALONG GARRISONVILLE
 AJ5545'ROAD (ROUTE 610)
 AJ5545'(WHICH TURNS INTO BRENT TOWN ROAD AT THE FAUQUIER COUNTY LINE) A
 AJ5545'DISTANCE OF 10.6 MILES
 AJ5545'TO THE STATION ON THE RIGHT AT THE INTERSECTION OF BRENT TOWN ROAD AND
 AJ5545'AQUIA LANE.
 AJ5545' 
 AJ5545'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5545'ALUMINUM SURVEY DISK
 AJ5545'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED COUNTY AZ
 AJ5545'2000.
 AJ5545' 
 AJ5545'THE STATION IS 34.0 FEET AZIMUTH 70 DEGREES TO A 13 INCH OAK TREE WITH
 AJ5545'A RED HEAD NAIL, 40.0
 AJ5545'FEET AZIMUTH 350 DEGREES TO A 6 INCH OAK TREE WITH A RED HEAD NAIL,
 AJ5545'45.0 FEET AZIMUTH 230
 AJ5545'DEGREES TO THE EDGE OF BRENT TOWN ROAD (ROUTE 610), AND 1.4 FEET
 AJ5545'AZIMUTH 360 DEGREES TO
 AJ5545'A WITNESS POST.
 AJ5545' 
 AJ5545'THE STATION IS OBSTRUCTED AND MARGINAL FOR GPS.
 AJ5545' 
 AJ5545' 
 AJ5545' 
 AJ5545'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9021 ***********************************************************************
 HV9021  DESIGNATION -  COUNTY COMPLEX
 HV9021  PID         -  HV9021
 HV9021  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9021  USGS QUAD   -  OCCOQUAN (1994)
 HV9021
 HV9021                         *CURRENT SURVEY CONTROL
 HV9021  ___________________________________________________________________
 HV9021* NAD 83(1993)-  38 40 43.46112(N)    077 21 09.92789(W)     ADJUSTED  
 HV9021* NAVD 88     -       108.8    (meters)     357.     (feet)  VERTCON   
 HV9021  ___________________________________________________________________
 HV9021  X           -   1,091,619.978 (meters)                     COMP
 HV9021  Y           -  -4,864,782.014 (meters)                     COMP
 HV9021  Z           -   3,964,586.163 (meters)                     COMP
 HV9021  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HV9021  ELLIP HEIGHT-          76.81  (meters)          (06/04/02) GPS OBS
 HV9021  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV9021
 HV9021  HORZ ORDER  -  SECOND
 HV9021  ELLP ORDER  -  FOURTH    CLASS II
 HV9021
 HV9021.The horizontal coordinates were established by GPS observations
 HV9021.and adjusted by the National Geodetic Survey in November 1994..
 HV9021
 HV9021.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9021
 HV9021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9021
 HV9021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9021
 HV9021.The ellipsoidal height was determined by GPS observations
 HV9021.and is referenced to NAD 83.
 HV9021
 HV9021.The geoid height was determined by GEOID03.
 HV9021
 HV9021;                    North         East     Units Scale Factor Converg.
 HV9021;SPC VA N     - 2,112,962.547 3,599,821.619   MT  0.99994895   +0 42 57.7
 HV9021;SPC VA N     - 6,932,277.96 11,810,414.76   sFT  0.99994895   +0 42 57.7
 HV9021;UTM  18      - 4,283,753.800   295,339.796   MT  1.00011582   -1 28 15.1
 HV9021
 HV9021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9021!SPC VA N     -   0.99998795  x   0.99994895  =   0.99993690
 HV9021!UTM  18      -   0.99998795  x   1.00011582  =   1.00010377
 HV9021
 HV9021                          SUPERSEDED SURVEY CONTROL
 HV9021
 HV9021  ELLIP H (11/14/94)   76.77   (m)                       GP(       ) 4 2
 HV9021  NAD 83(1993)-  38 40 43.46036(N)    077 21 09.93833(W) AD(       ) 2
 HV9021  ELLIP H (01/27/92)   76.21   (m)                       GP(       ) 4 1
 HV9021  NAD 83(1986)-  38 40 43.46068(N)    077 21 09.93953(W) AD(       ) 2
 HV9021  NGVD 29 (01/20/89)  109.1    (m)          358.     (f) GPS OBS        
 HV9021
 HV9021.Superseded values are not recommended for survey control.
 HV9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9021.See file dsdata.txt to determine how the superseded data were derived.
 HV9021
 HV9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9534083754(NAD 83)
 HV9021_MARKER: A = ALUMINUM MARKER
 HV9021_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9021_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9021+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 HV9021
 HV9021  HISTORY     - Date     Condition        Report By
 HV9021  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9021  HISTORY     - 20021009 GOOD             INDIV
 HV9021
 HV9021                          STATION DESCRIPTION
 HV9021
 HV9021'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9021'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9021'ABOUT 5.5 MILES WEST OF OCCOQUAN, VIRGINIA AND ABOUT 0.75 MILES NORTH
 HV9021'OF DALE CITY, VIRGINIA.
 HV9021'
 HV9021'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 641, OLD BRIDGE
 HV9021'ROAD, AND ROUTE 642, DAVIS FORD ROAD, GO NORTHWEST ON ROUTE 642 FOR
 HV9021'1.1 MILES TO THE COUNTY COMPLEX ENTRANCE ON THE RIGHT. GO RIGHT, INTO
 HV9021'THE COMPLEX TO THE STATION ON THE LEFT, ON A HILL BEHIND A WHITE
 HV9021'BRICK SIGN.
 HV9021'
 HV9021'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9021'GROUND AND IS STAMPED---57 COUNTY COMPLEX 1986---. THE STATION IS
 HV9021'18.60 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK SIGN, 18.67
 HV9021'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK SIGN, AND 10.4
 HV9021'FEET NORTHWEST OF THE SOUTHEAST CORNER OF AN ALUMINUM CABLE BOX.
 HV9021'
 HV9021'THE AZIMUTH MARK IS THE NEARER OF TWO RED LIGHTS ATOP AN ANTENNA TO
 HV9021'THE REAR OF THE COUNTY COMPLEX.
 HV9021
 HV9021                          STATION RECOVERY (2002)
 HV9021
 HV9021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BWJ)
 HV9021'MARK IS NOW OBSTRUCTED WITH PLANTED TREES. RECORDED AN RTK VECTOR BUT
 HV9021'NOT A GOOD CHOICE FOR STATIC. HARN STATION VA18 IS APPROX. 300 FEET
 HV9021'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3050 ***********************************************************************
 FY3050  DESIGNATION -  COUNTY LINE
 FY3050  PID         -  FY3050
 FY3050  STATE/COUNTY-  VA/HALIFAX
 FY3050  USGS QUAD   -  JAVA (1983)
 FY3050
 FY3050                         *CURRENT SURVEY CONTROL
 FY3050  ___________________________________________________________________
 FY3050* NAD 83(1993)-  36 49 59.65144(N)    079 08 26.45208(W)     ADJUSTED  
 FY3050* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 FY3050  ___________________________________________________________________
 FY3050  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FY3050  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FY3050
 FY3050  HORZ ORDER  -  FIRST
 FY3050
 FY3050.The horizontal coordinates were established by classical geodetic methods
 FY3050.and adjusted by the National Geodetic Survey in September 1995..
 FY3050
 FY3050.The orthometric height was scaled from a topographic map.
 FY3050
 FY3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3050
 FY3050.The geoid height was determined by GEOID03.
 FY3050
 FY3050;                    North         East     Units Scale Factor Converg.
 FY3050;SPC VA S     - 1,055,670.415 3,442,848.692   MT  0.99998858   -0 23 19.8
 FY3050;SPC VA S     - 3,463,478.69 11,295,412.75   sFT  0.99998858   -0 23 19.8
 FY3050;UTM  17      - 4,077,986.124   665,803.729   MT  0.99993868   +1 06 53.6
 FY3050
 FY3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3050!SPC VA S     -   0.99997504  x   0.99998858  =   0.99996362
 FY3050!UTM  17      -   0.99997504  x   0.99993868  =   0.99991372
 FY3050
 FY3050:                Primary Azimuth Mark                     Grid Az
 FY3050:SPC VA S     -  HIGH ROCK                                144 39 28.4
 FY3050:UTM  17      -  HIGH ROCK                                143 09 15.0
 FY3050
 FY3050|---------------------------------------------------------------------|
 FY3050| PID    Reference Object                     Distance      Geod. Az  |
 FY3050|                                                           dddmmss.s |
 FY3050| FY3049 HIGH ROCK                           APPROX. 6.9 KM 1441608.6 |
 FY3050| DC5071 COUNTY LINE AZ MK                                  1911502.5 |
 FY3050| DC5072 COUNTY LINE RM 1                     30.413 METERS 21802     |
 FY3050| DC5073 COUNTY LINE RM 2                     38.024 METERS 27951     |
 FY3050|---------------------------------------------------------------------|
 FY3050
 FY3050                          SUPERSEDED SURVEY CONTROL
 FY3050
 FY3050  NAD 83(1986)-  36 49 59.65530(N)    079 08 26.45673(W) AD(       ) 1
 FY3050  NAD 27      -  36 49 59.16800(N)    079 08 27.39000(W) AD(       ) 1
 FY3050
 FY3050.Superseded values are not recommended for survey control.
 FY3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3050.See file dsdata.txt to determine how the superseded data were derived.
 FY3050
 FY3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6580477986(NAD 83)
 FY3050_MARKER: DS = TRIANGULATION STATION DISK
 FY3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3050
 FY3050  HISTORY     - Date     Condition        Report By
 FY3050  HISTORY     - 1941     MONUMENTED       CGS
 FY3050  HISTORY     - 1964     GOOD             CGS
 FY3050
 FY3050                          STATION DESCRIPTION
 FY3050
 FY3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3050'STATION IS ABOUT 6.75 MILES W OF MEADVILLE, 4 MILES SE OF
 FY3050'RICEVILLE ON PROPERTY OWNED AND OCCUPIED BY THE COUNTY LINE
 FY3050'BAPTIST CHURCH.  THE MARK IS 130 FEET E OF THE CHURCH, AND
 FY3050'40.5 FEET N OF THE CENTER LINE OF STATE ROUTE 57.  THE DISK
 FY3050'IS STAMPED COUNTY LINE 1941 AND IS FLUSH WITH THE GROUND.
 FY3050'
 FY3050'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FY3050'BRONZE DISKS SET IN CONCRETE.
 FY3050'
 FY3050'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT NE OF A
 FY3050'FENCE CORNER, 23.8 FEET S OF THE CENTER LINE OF ROUTE 57.
 FY3050'THE DISK IS STAMPED COUNTY LINE 1941 AND PROJECTS 6 INCHES
 FY3050'ABOVE THE GROUND.
 FY3050'
 FY3050'REFERENCE MARK NO. 2 IS W OF THE STATION, 4 FEET E OF THE
 FY3050'COUNTY LINE CHURCH.  THE DISK IS STAMPED COUNTY LINE NO. 2
 FY3050'1941 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 FY3050'
 FY3050'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION IN THE
 FY3050'S EDGE OF A CULTIVATED FIELD, 37 FEET E OF A GRADED DIRT ROAD
 FY3050'THAT RUNS THROUGH THE FIELD, AND ON PROPERTY OWNED AND OCCUPIED
 FY3050'BY MR. AUBREY KEESEE.  THE DISK IS STAMPED COUNTY LINE 1941
 FY3050'AND PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH THE MARK
 FY3050'FROM THE STATION, GO W ON ROUTE 57 FOR 0.05 MILE TO A DIRT
 FY3050'ROAD IN FRONT OF A LARGE WHITE HOUSE, CONTINUE ON DIRT ROAD
 FY3050'FOR 0.1 MILE TO A DIRT ROAD LEFT JUST BEFORE REACHING A LARGE
 FY3050'BARN, TURN LEFT AND GO S FOR 0.15 MILE TO THE MARK ON THE
 FY3050'LEFT AS DESCRIBED.
 FY3050'
 FY3050'TO REACH THE STATION FROM THE POST OFFICE IN CHATHAM, GO S
 FY3050'ON U.S. HIGHWAY 29 FOR 0.25 MILE, THEN TURN LEFT ON STATE
 FY3050'HIGHWAY 57 AND GO E FOR 15.1 MILES TO THE COUNTY LINE BAPTIST
 FY3050'CHURCH ON THE LEFT AND THE STATION AS DESCRIBED.
 FY3050'
 FY3050'A 77-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 FY3050'
 FY3050'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FY3050
 FY3050                          STATION RECOVERY (1964)
 FY3050
 FY3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 FY3050'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 FY3050'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND
 FY3050'THE AZIMUTH MARK WERE NOT RECOVERED.  SHRUBBERY HAS BEEN
 FY3050'PLANTED ALONG THE SIDE OF THE CHURCH WHICH COULD HAVE DESTROYED
 FY3050'OR COVERED UP REFERENCE MARK NO. 2.  THE AREA AROUND THE
 FY3050'LOCATION OF THE AZIMUTH MARK IS NOW AN ORCHARD WHICH MAY HAVE
 FY3050'DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5024 ***********************************************************************
 GV5024  DESIGNATION -  COURT
 GV5024  PID         -  GV5024
 GV5024  STATE/COUNTY-  VA/KING AND QUEEN
 GV5024  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5024
 GV5024                         *CURRENT SURVEY CONTROL
 GV5024  ___________________________________________________________________
 GV5024* NAD 83(1993)-  37 39 13.55602(N)    076 52 29.46264(W)     ADJUSTED  
 GV5024* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV5024  ___________________________________________________________________
 GV5024  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV5024  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GV5024
 GV5024  HORZ ORDER  -  THIRD
 GV5024
 GV5024.The horizontal coordinates were established by classical geodetic methods
 GV5024.and adjusted by the National Geodetic Survey in November 1994..
 GV5024
 GV5024.The orthometric height was scaled from a topographic map.
 GV5024
 GV5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5024
 GV5024.The geoid height was determined by GEOID03.
 GV5024
 GV5024;                    North         East     Units Scale Factor Converg.
 GV5024;SPC VA S     - 1,147,770.938 3,643,396.220   MT  0.99995785   +0 59 10.8
 GV5024;SPC VA S     - 3,765,645.15 11,953,375.77   sFT  0.99995785   +0 59 10.8
 GV5024;UTM  18      - 4,169,054.057   334,614.663   MT  0.99993691   -1 08 44.1
 GV5024
 GV5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5024!SPC VA S     -   1.00000496  x   0.99995785  =   0.99996281
 GV5024!UTM  18      -   1.00000496  x   0.99993691  =   0.99994187
 GV5024
 GV5024|---------------------------------------------------------------------|
 GV5024| PID    Reference Object                     Distance      Geod. Az  |
 GV5024|                                                           dddmmss.s |
 GV5024| DC9151 COURT RM 2                           15.180 METERS 04330     |
 GV5024| DC9152 COURT RM 3                           13.420 METERS 10916     |
 GV5024| GV4780 REACH 1911                          APPROX. 1.3 KM 1350927.1 |
 GV5024| GV4779 PILL                                APPROX. 2.5 KM 1363938.5 |
 GV5024| GV4778 PILE                                APPROX. 2.8 KM 1424014.3 |
 GV5024| GV4784 TREE ON SHORE                       APPROX. 0.5 KM 1684934.4 |
 GV5024| GV5016 BRUSH                               271.080 METERS 23407     |
 GV5024| GV5022 CHIMNEY AT STA LANDING              APPROX. 1.2 KM 3022624.5 |
 GV5024| GV5070 WHARF HOUSE GABLE GABE              APPROX. 0.6 KM 3152305.4 |
 GV5024| DC9150 COURT RM 1                            2.470 METERS 35936     |
 GV5024|---------------------------------------------------------------------|
 GV5024
 GV5024                          SUPERSEDED SURVEY CONTROL
 GV5024
 GV5024  NAD 83(1986)-  37 39 13.55805(N)    076 52 29.47884(W) AD(       ) 3
 GV5024  NAD 27      -  37 39 13.03400(N)    076 52 30.60500(W) AD(       ) 3
 GV5024
 GV5024.Superseded values are not recommended for survey control.
 GV5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5024.See file dsdata.txt to determine how the superseded data were derived.
 GV5024
 GV5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3461569054(NAD 83)
 GV5024_MARKER: DS = TRIANGULATION STATION DISK
 GV5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5024
 GV5024  HISTORY     - Date     Condition        Report By
 GV5024  HISTORY     - 1911     MONUMENTED       CGS
 GV5024  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 GV5024  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV5024  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV5024
 GV5024                          STATION DESCRIPTION
 GV5024
 GV5024'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5024'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER ABOUT 650
 GV5024'METERS BELOW COURTHOUSE LANDING, 2 METERS FROM FOOT OF BANK AND
 GV5024'6 FEET ABOVE A LINE FENCE RUNNING SQUARE BACK FROM WATER SHORE
 GV5024'LINE, AND GRAVELLY AND STABLE BEACH, MARKED BY A CEMENT BLOCK
 GV5024'8 BY 8 BY 24 INCHES BEARING BRASS PLATE WITH LEGEND.
 GV5024'
 GV5024'REFERENCE MARK NO. 1 IS A 14-INCH GUM STANDING AT FOOT OF BANK
 GV5024'AND DEEPLY SCARRED RUNNING ON FACE TOWARD STATION, DISTANT
 GV5024'247 METERS ON A LINE 22 DEG 4 MIN 27 SEC TO RIGHT OF STATION
 GV5024'REACH.
 GV5024'
 GV5024'REFERENCE MARK NO. 2 IS CEMENT BLOCK ON TOP OF BANK 35 METERS
 GV5024'BACK FROM TOP OF BANK AND 10 METERS ABOVE FENCE LINE 8 BY 8 BY
 GV5024'24 INCHES, DISTANT 15.18 METERS ON LINE 268 DEG 20 MIN 04 SEC
 GV5024'TO RIGHT OF STATION REACH.
 GV5024'
 GV5024'REFERENCE MARK NO. 3 IS NAIL IN CENTER OF CEDAR STUMP, A LONE
 GV5024'CEDAR 10 INCHES IN DIAMETER STANDING HALFWAY OF BANK, DISTANT
 GV5024'13.42 METERS ON LINE 334 DEG 06 MIN 40 SEC TO RIGHT OF STATION
 GV5024'REACH.
 GV5024
 GV5024                          STATION RECOVERY (1995)
 GV5024
 GV5024'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5024'MARK NOT FOUND.
 GV5024
 GV5024                          STATION RECOVERY (2000)
 GV5024
 GV5024'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5024'MARK NOT FOUND.
 GV5024
 GV5024                          STATION RECOVERY (2004)
 GV5024
 GV5024'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4397 ***********************************************************************
 DH4397  DESIGNATION -  COURT
 DH4397  PID         -  DH4397
 DH4397  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4397  USGS QUAD   -  SPOTSYLVANIA (1994)
 DH4397
 DH4397                         *CURRENT SURVEY CONTROL
 DH4397  ___________________________________________________________________
 DH4397* NAD 83(1993)-  38 09 46.96807(N)    077 35 40.34749(W)     ADJUSTED  
 DH4397* NAVD 88     -        78.8    (meters)     259.     (feet)  GPS OBS   
 DH4397  ___________________________________________________________________
 DH4397  X           -   1,078,718.472 (meters)                     COMP
 DH4397  Y           -  -4,904,065.026 (meters)                     COMP
 DH4397  Z           -   3,919,718.055 (meters)                     COMP
 DH4397  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DH4397  ELLIP HEIGHT-          46.37  (meters)          (06/23/05) GPS OBS
 DH4397  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DH4397
 DH4397  HORZ ORDER  -  FIRST
 DH4397  ELLP ORDER  -  FOURTH    CLASS II
 DH4397
 DH4397.The horizontal coordinates were established by GPS observations
 DH4397.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4397
 DH4397.The orthometric height was determined by GPS observations and a
 DH4397.high-resolution geoid model.
 DH4397
 DH4397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4397
 DH4397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4397
 DH4397.The ellipsoidal height was determined by GPS observations
 DH4397.and is referenced to NAD 83.
 DH4397
 DH4397.The geoid height was determined by GEOID03.
 DH4397
 DH4397;                    North         East     Units Scale Factor Converg.
 DH4397;SPC VA N     - 2,055,488.391 3,579,349.390   MT  0.99997964   +0 33 54.4
 DH4397;SPC VA N     - 6,743,714.83 11,743,248.79   sFT  0.99997964   +0 33 54.4
 DH4397;UTM  18      - 4,227,086.960   272,692.959   MT  1.00023639   -1 36 13.9
 DH4397
 DH4397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4397!SPC VA N     -   0.99999272  x   0.99997964  =   0.99997236
 DH4397!UTM  18      -   0.99999272  x   1.00023639  =   1.00022911
 DH4397
 DH4397|---------------------------------------------------------------------|
 DH4397| PID    Reference Object                     Distance      Geod. Az  |
 DH4397|                                                           dddmmss.s |
 DH4397| DH4398 COURT AZ                            286.657 METERS 01110     |
 DH4397|---------------------------------------------------------------------|
 DH4397
 DH4397                          SUPERSEDED SURVEY CONTROL
 DH4397
 DH4397.No superseded survey control is available for this station.
 DH4397
 DH4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7269327087(NAD 83)
 DH4397_MARKER: DD = SURVEY DISK
 DH4397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4397_STAMPING: COURT 2005
 DH4397_MARK LOGO: VA-177
 DH4397_PROJECTION: FLUSH
 DH4397_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4397+STABILITY: SURFACE MOTION
 DH4397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4397+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4397
 DH4397  HISTORY     - Date     Condition        Report By
 DH4397  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4397
 DH4397                          STATION DESCRIPTION
 DH4397
 DH4397'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4397'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4397'21.7 KM (13.5 MILES)  EAST OF LOUISA AND 20.9 KM (13.0 MILES)
 DH4397'SOUTHWEST OF THE SPOTSYLVANIA COUNTY  COURTHOUSE.
 DH4397' 
 DH4397'TO REACH THE STATION FROM THE INTERSECTION OF SR 208 (COURTHOUSE ROAD)
 DH4397'AND SR 613  (BROCK ROAD) AT THE SPOTSYLVANIA COUNTY COURTHOUSE, GO
 DH4397'SOUTH ON SR 208 FOR 3.5 KM (2.2  MILES) TO ITS INTERSECTION WITH
 DH4397'SNELL'S BRIDGE (PO RIVER).  CONTINUE SOUTH ON SR 208 FOR 1.0  KM (0.6
 DH4397'MILE) TO THE STATION ON THE LEFT.
 DH4397' 
 DH4397'THE STATION IS 38.1 METERS (125.0 FEET) NORTHEAST FROM THE CENTERLINE
 DH4397'OF A GRAVEL  DRIVEWAY,  26.2 METERS (86.0 FEET) SOUTHWEST FROM THE
 DH4397'CENTERLINE OF A GRAVEL DRIVEWAY,  10.2 METERS (33.5 FEET) NORTHWEST
 DH4397'FROM A SMALL TREE, 7.8 METERS (25.5 FEET) SOUTHWEST  FROM A C AND P
 DH4397'POLE NUMBERED 29, 7.3 METERS (24.0 FEET) SOUTHEAST FROM THE CENTERLINE
 DH4397'OF  SR  208, 1.1 METERS (3.5 FEET) SOUTHEAST FROM THE EDGE OF AN
 DH4397'EMBANKMENT AND 0.3 METER (1.0  FOOT) NORTHWEST FROM A WITNESS POST.
 DH4397'THE STATION IS A SPOTSYLVANIA COUNTY, VA  ALUMINUM SURVEY DISK SET
 DH4397'INTO A POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN  DIAMETER, FLUSH
 DH4397'WITH THE GROUND SURFACE AND STAMPED COURT 2005.  STATION COURT IS
 DH4397'INTER-VISIBLE WITH STATION COURT AZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4469 ***********************************************************************
 HV4469  DESIGNATION -  COURT 1969
 HV4469  PID         -  HV4469
 HV4469  STATE/COUNTY-  VA/ARLINGTON
 HV4469  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4469
 HV4469                         *CURRENT SURVEY CONTROL
 HV4469  ___________________________________________________________________
 HV4469* NAD 83(1993)-  38 53 24.46946(N)    077 05 03.89017(W)     ADJUSTED  
 HV4469* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 HV4469  ___________________________________________________________________
 HV4469  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 HV4469  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HV4469
 HV4469  HORZ ORDER  -  FIRST
 HV4469
 HV4469.The horizontal coordinates were established by classical geodetic methods
 HV4469.and adjusted by the National Geodetic Survey in November 1994..
 HV4469
 HV4469.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4469
 HV4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4469
 HV4469.The geoid height was determined by GEOID03.
 HV4469
 HV4469;                    North         East     Units Scale Factor Converg.
 HV4469;SPC VA N     - 2,136,751.392 3,622,806.732   MT  0.99995968   +0 53 00.6
 HV4469;SPC VA N     - 7,010,325.19 11,885,825.09   sFT  0.99995968   +0 53 00.6
 HV4469;SPC MD       -   135,813.084   392,676.597   MT  0.99994988   -0 03 10.7
 HV4469;SPC MD       -   445,580.09  1,288,306.47   sFT  0.99994988   -0 03 10.7
 HV4469;UTM  18      - 4,306,649.402   319,219.604   MT  1.00000245   -1 18 32.4
 HV4469
 HV4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4469!SPC VA N     -   0.99998776  x   0.99995968  =   0.99994744
 HV4469!SPC MD       -   0.99998776  x   0.99994988  =   0.99993764
 HV4469!UTM  18      -   0.99998776  x   1.00000245  =   0.99999021
 HV4469
 HV4469:                Primary Azimuth Mark                     Grid Az
 HV4469:SPC VA N     -  WASHINGTON MONUMENT 1913                 090 05 22.0
 HV4469:SPC MD       -  WASHINGTON MONUMENT 1913                 091 01 33.3
 HV4469:UTM  18      -  WASHINGTON MONUMENT 1913                 092 16 55.0
 HV4469
 HV4469|---------------------------------------------------------------------|
 HV4469| PID    Reference Object                     Distance      Geod. Az  |
 HV4469|                                                           dddmmss.s |
 HV4469| HV4442 WASHINGTON MONUMENT 1913            APPROX. 4.3 KM 0905822.6 |
 HV4469| DC7152 SE CORNER                             4.510 METERS 11144     |
 HV4469| HV4478 ARLINGTON FT MYER CHAPEL SPIRE      APPROX. 1.2 KM 1551618.0 |
 HV4469| HV4471 ARLINGTON FT MYER TANK              APPROX. 0.9 KM 1760237.3 |
 HV4469| HV4736 ARLINGTON PRESB CH SPIRE            APPROX. 3.3 KM 1933849.8 |
 HV4469| HV4737 ARLINGTON UNITED METH CH SPIRE      APPROX. 2.9 KM 1951058.7 |
 HV4469| HV4555 ARLINGTON HALL TANK                 APPROX. 3.1 KM 2155801.9 |
 HV4469| DC7613 SW CORNER                             6.595 METERS 24606     |
 HV4469| HV4465 ARLINGTON CENTRAL METH CH           APPROX. 2.4 KM 2493857.4 |
 HV4469| HV4467 ARLINGTON FIRST BAP CH SPIRE        APPROX. 1.0 KM 2574055.7 |
 HV4469| HV4475 ARLINGTON COUNTY TANK               APPROX. 3.4 KM 2934617.3 |
 HV4469|---------------------------------------------------------------------|
 HV4469
 HV4469                          SUPERSEDED SURVEY CONTROL
 HV4469
 HV4469  NAD 83(1993)-  38 53 24.46820(N)    077 05 03.89205(W) AD(       ) 1
 HV4469  NAD 83(1986)-  38 53 24.46794(N)    077 05 03.90221(W) AD(       ) 1
 HV4469  NAD 27      -  38 53 24.06685(N)    077 05 04.97853(W) AD(       ) 1
 HV4469  NGVD 29 (07/19/86)  110.2    (m)          362.     (f) VERT ANG       
 HV4469
 HV4469.Superseded values are not recommended for survey control.
 HV4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4469.See file dsdata.txt to determine how the superseded data were derived.
 HV4469
 HV4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1922006649(NAD 83)
 HV4469_MARKER: DS = TRIANGULATION STATION DISK
 HV4469_SETTING: 0 = UNSPECIFIED SETTING
 HV4469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4469
 HV4469  HISTORY     - Date     Condition        Report By
 HV4469  HISTORY     - 1969     MONUMENTED       CGS
 HV4469
 HV4469                          STATION DESCRIPTION
 HV4469
 HV4469'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4469'THE STATION IS ON THE ROOF OF THE ELEVATOR SHAFT OF THE ARLINGTON
 HV4469'COUNTY COURTHOUSE.
 HV4469'STATION MARK IS A STANDARD DISK, STAMPED COURT 1969, FIXED TO THE
 HV4469'ROOF WITH ROOFING COMPOUND UNDER A 6 INCH CYLINDRICAL COPPER CAP,
 HV4469'THAT IS 8 INCHES ABOVE THE ROOF.  IT IS 13.1 FEET WEST OF THE
 HV4469'EAST EDGE OF A 3 FOOT HIGH BRICK WALL AND 6.8 FEET NORTH OF
 HV4469'THE SOUTH EDGE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8378 ***********************************************************************
 HV8378  DESIGNATION -  COURT 2
 HV8378  PID         -  HV8378
 HV8378  STATE/COUNTY-  VA/FAIRFAX
 HV8378  USGS QUAD   -  FALLS CHURCH (1994)
 HV8378
 HV8378                         *CURRENT SURVEY CONTROL
 HV8378  ___________________________________________________________________
 HV8378* NAD 83(1993)-  38 54 55.72140(N)    077 14 22.74086(W)     ADJUSTED  
 HV8378* NAVD 88     -       145.633  (meters)     477.80   (feet)  ADJUSTED  
 HV8378  ___________________________________________________________________
 HV8378  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HV8378  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8378  DYNAMIC HT  -         145.554 (meters)     477.54  (feet)  COMP
 HV8378  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 HV8378
 HV8378  HORZ ORDER  -  SECOND
 HV8378  VERT ORDER  -  THIRD
 HV8378
 HV8378.The horizontal coordinates were established by classical geodetic methods
 HV8378.and adjusted by the National Geodetic Survey in November 1994..
 HV8378
 HV8378.The orthometric height was determined by differential leveling
 HV8378.and adjusted by the National Geodetic Survey in September 2004..
 HV8378.No vertical observational check was made to the station.
 HV8378
 HV8378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8378
 HV8378.The geoid height was determined by GEOID03.
 HV8378
 HV8378.The dynamic height is computed by dividing the NAVD 88
 HV8378.geopotential number by the normal gravity value computed on the
 HV8378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8378.degrees latitude (g = 980.6199 gals.).
 HV8378
 HV8378.The modeled gravity was interpolated from observed gravity values.
 HV8378
 HV8378;                    North         East     Units Scale Factor Converg.
 HV8378;SPC VA N     - 2,139,368.686 3,609,301.742   MT  0.99996187   +0 47 11.8
 HV8378;SPC VA N     - 7,018,912.10 11,841,517.47   sFT  0.99996187   +0 47 11.8
 HV8378;SPC MD       -   138,650.785   379,216.347   MT  0.99995009   -0 09 01.5
 HV8378;SPC MD       -   454,890.12  1,244,145.63   sFT  0.99995009   -0 09 01.5
 HV8378;UTM  18      - 4,309,781.833   305,823.702   MT  1.00006430   -1 24 26.4
 HV8378
 HV8378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8378!SPC VA N     -   0.99998213  x   0.99996187  =   0.99994400
 HV8378!SPC MD       -   0.99998213  x   0.99995009  =   0.99993222
 HV8378!UTM  18      -   0.99998213  x   1.00006430  =   1.00004643
 HV8378
 HV8378                          SUPERSEDED SURVEY CONTROL
 HV8378
 HV8378  NAD 83(1993)-  38 54 55.72054(N)    077 14 22.74347(W) AD(       ) 2
 HV8378  NAD 83(1986)-  38 54 55.72045(N)    077 14 22.75308(W) AD(       ) 2
 HV8378  NGVD 29 (01/12/90)  145.9    (m)          479.     (f) VERT ANG       
 HV8378
 HV8378.Superseded values are not recommended for survey control.
 HV8378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8378.See file dsdata.txt to determine how the superseded data were derived.
 HV8378
 HV8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0582409782(NAD 83)
 HV8378_MARKER: DE = TRAVERSE STATION DISK
 HV8378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8378_SP_SET: DRIVEWAY ENTRANCE
 HV8378_STAMPING: COURT 2 1975
 HV8378_MARK LOGO: VA-059
 HV8378_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8378+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 HV8378
 HV8378  HISTORY     - Date     Condition        Report By
 HV8378  HISTORY     - 1975     MONUMENTED       VA-059
 HV8378  HISTORY     - 1975     GOOD             VA-059
 HV8378  HISTORY     - 19920120 GOOD             MSI
 HV8378  HISTORY     - 19990901 GOOD             GEOMET
 HV8378  HISTORY     - 20020920 GOOD             GEOCAC
 HV8378
 HV8378                          STATION DESCRIPTION
 HV8378
 HV8378'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8378'THE STATION IS LOCATED ABOUT 6.16 MILES NORTHEAST OF FAIRFARX CITY,
 HV8378'4.34 MILES NORTHWEST OF FALLSCHURCH AND 0.50 MILES SOUTHWEST OF
 HV8378'TYSONS CORNER, OFF OF THE NORT BOUND LANE OF ROUTE 123. SEE FAIRFAX
 HV8378'COUNTY TAX MAP 39-1.
 HV8378'
 HV8378'TO REACH THE STATION FROM THE INTERSECTION OF CHAIN BRIDGE ROAD,
 HV8378'ROUTE 123, AND MAIN STREET, ROUTE 236, NEAR THE COURT HOUSE IN
 HV8378'FAIRFAX CITY, PROCEED NORTH ON CHAIN BRIDGE ROAD FOR 7.0 MILES TO THE
 HV8378'STATION ON THE RIGHT SET IN THE CONCRETE DRIVEWAY OF HOUSE NUMBER
 HV8378'2113.
 HV8378'
 HV8378'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8378'COURT 2 1975--- SET IN A CONCRETE DRIVEWAY ENTRANCE LOCATED 18.0
 HV8378'FEET S FROM CENTERLINE OF THE NORTHBOUND LANE OF ROUTE 123.
 HV8378'
 HV8378'REFERENCE MARK NO. 01 IS A PK NAIL IN THE CURB ALONG THE NORTHBOUND
 HV8378'LANE OF ROUTE 123 LOCATED 17 FEET SW FROM THE CENTERLINE OF THE NORTH
 HV8378'BOUND LANES OF ROUTE 123.
 HV8378'
 HV8378'REFERENCE MARK NO. 02 IS A PK NAIL WITH FLAG IN VEPCO POLE NUMBER
 HV8378'VA-25 IN FRONT OF HOUSE 2113. LOCATED 24 FEET SW FROM THE CENTERLINE
 HV8378'OF THE NORTH BOUND LANES OF ROUTE 123. AND 75 FEET NW FROM RM 1.
 HV8378
 HV8378                          STATION RECOVERY (1975)
 HV8378
 HV8378'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975
 HV8378'RECOVERED IN GOOD CONDITION.
 HV8378
 HV8378                          STATION RECOVERY (1992)
 HV8378
 HV8378'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8378'THE STATION IS LOCATED ABOUT 6.16 MILES (9.91 KM) NORTHEAST OF
 HV8378'FAIRFARX CITY, 4.34 MILES (6.98 KM) NORTHWEST OF FALLSCHURCH AND 0.50
 HV8378'MILES (0.80 KM) SOUTHWEST OF TYSONS CORNER, OFF OF THE NORT BOUND
 HV8378'LANE OF ROUTE 123.  SEE FAIRFAX COUNTY TAX MAP 39-1.  TO REACH THE
 HV8378'STATION FROM THE INTERSECTION OF CHAIN BRIDGE ROAD, ROUTE 123, AND
 HV8378'MAIN STREET, ROUTE 236, NEAR THE COURT HOUSE IN FAIRFAX CITY, PROCEED
 HV8378'NORTH ON CHAIN BRIDGE ROAD FOR 7.0 MILES (11.3 KM) TO THE MARK ON
 HV8378'RIGHT, IN THE CONCRETE DRIVEWAY OF HOUSE NUMBER 2113, 18.0 FEET (5.5
 HV8378'M) OF CENTERLINE OF NORTHBOUND LANE OF ROUTE 123.
 HV8378
 HV8378                          STATION RECOVERY (1999)
 HV8378
 HV8378'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999
 HV8378'RECOVERED AS DESCRIBED.
 HV8378
 HV8378                          STATION RECOVERY (2002)
 HV8378
 HV8378'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV8378'STATION DISK LOCATED AS DESCRIBED IN DRIVEWAY OF PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4398 ***********************************************************************
 DH4398  DESIGNATION -  COURT AZ
 DH4398  PID         -  DH4398
 DH4398  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4398  USGS QUAD   -  SPOTSYLVANIA (1994)
 DH4398
 DH4398                         *CURRENT SURVEY CONTROL
 DH4398  ___________________________________________________________________
 DH4398* NAD 83(1993)-  38 09 56.08911(N)    077 35 38.06729(W)     ADJUSTED  
 DH4398* NAVD 88     -        78.0    (meters)     256.     (feet)  GPS OBS   
 DH4398  ___________________________________________________________________
 DH4398  X           -   1,078,735.226 (meters)                     COMP
 DH4398  Y           -  -4,903,882.811 (meters)                     COMP
 DH4398  Z           -   3,919,938.715 (meters)                     COMP
 DH4398  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DH4398  ELLIP HEIGHT-          45.63  (meters)          (06/23/05) GPS OBS
 DH4398  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DH4398
 DH4398  HORZ ORDER  -  FIRST
 DH4398  ELLP ORDER  -  FOURTH    CLASS II
 DH4398
 DH4398.The horizontal coordinates were established by GPS observations
 DH4398.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4398
 DH4398.The orthometric height was determined by GPS observations and a
 DH4398.high-resolution geoid model.
 DH4398
 DH4398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4398
 DH4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4398
 DH4398.The ellipsoidal height was determined by GPS observations
 DH4398.and is referenced to NAD 83.
 DH4398
 DH4398.The geoid height was determined by GEOID03.
 DH4398
 DH4398;                    North         East     Units Scale Factor Converg.
 DH4398;SPC VA N     - 2,055,770.150 3,579,402.120   MT  0.99997929   +0 33 55.8
 DH4398;SPC VA N     - 6,744,639.23 11,743,421.79   sFT  0.99997929   +0 33 55.8
 DH4398;UTM  18      - 4,227,366.593   272,756.331   MT  1.00023603   -1 36 12.8
 DH4398
 DH4398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4398!SPC VA N     -   0.99999284  x   0.99997929  =   0.99997213
 DH4398!UTM  18      -   0.99999284  x   1.00023603  =   1.00022887
 DH4398
 DH4398|---------------------------------------------------------------------|
 DH4398| PID    Reference Object                     Distance      Geod. Az  |
 DH4398|                                                           dddmmss.s |
 DH4398| DH4397 COURT                               286.657 METERS 19110     |
 DH4398|---------------------------------------------------------------------|
 DH4398
 DH4398                          SUPERSEDED SURVEY CONTROL
 DH4398
 DH4398.No superseded survey control is available for this station.
 DH4398
 DH4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7275627367(NAD 83)
 DH4398_MARKER: DD = SURVEY DISK
 DH4398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4398_STAMPING: COURT AZ 2005
 DH4398_MARK LOGO: VA-177
 DH4398_PROJECTION: FLUSH
 DH4398_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4398+STABILITY: SURFACE MOTION
 DH4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4398+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4398
 DH4398  HISTORY     - Date     Condition        Report By
 DH4398  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4398
 DH4398                          STATION DESCRIPTION
 DH4398
 DH4398'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4398'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4398'25.1 KM (15.6 MILES)  NORTHWEST OF BOWLING GREEN, AND 18.7 KM (11.6
 DH4398'MILES) SOUTHWEST OF FREDERICKSBURG.
 DH4398' 
 DH4398'TO REACH THE STATION FROM THE INTERSECTION OF SR 208 (COURTHOUSE ROAD)
 DH4398'AND SR 613  (BROCK ROAD) AT THE SPOTSYLVANIA COURTHOUSE, GO SOUTH ON
 DH4398'SR 208 FOR 3.5 KM (2.2 MILES) TO  ITS INTERSECTION WITH SNELL'S BRIDGE
 DH4398'(PO RIVER).  CONTINUE SOUTH ON SR 208 FOR 0.6 KM (0.4  MILE) TO THE
 DH4398'STATION ON THE LEFT.
 DH4398' 
 DH4398'THE STATION IS 4.1 METERS (13.5 FEET) EAST FROM THE EDGE OF PAVEMENT,
 DH4398'2.9 METERS (9.5 FEET)  WEST FROM A UTILITY POLE NUMBERED 33 1/2, 2.3
 DH4398'METERS (7.6 FEET) NORTH FROM AN ADDRESS  SIGN (7665 SPRING VIEW FARM),
 DH4398'1.5 METERS (4.9 FEET) SOUTH FROM A TELEPHONE PEDESTAL  NUMBERED P103
 DH4398'7-7, AND 0.3 METER (0.9 FOOT) WEST FROM A WITNESS POST.  THE STATION
 DH4398'IS A  SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A POURED
 DH4398'IN PLACE CONCRETE  MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH THE
 DH4398'GROUND SURFACE AND STAMPED COURT AZ  2005.  STATION COURT AZ IS
 DH4398'INTER-VISIBLE WITH STATION COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1149 ***********************************************************************
 FX1149  DESIGNATION -  COURTLAND
 FX1149  PID         -  FX1149
 FX1149  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1149  USGS QUAD   -  VICKSVILLE (1986)
 FX1149
 FX1149                         *CURRENT SURVEY CONTROL
 FX1149  ___________________________________________________________________
 FX1149* NAD 83(1993)-  36 45 07.18711(N)    077 03 34.30260(W)     ADJUSTED  
 FX1149* NAVD 88     -        25.858  (meters)      84.84   (feet)  POSTED    
 FX1149  ___________________________________________________________________
 FX1149  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 FX1149  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 FX1149  DYNAMIC HT  -          25.840 (meters)      84.78  (feet)  COMP
 FX1149  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 FX1149
 FX1149  HORZ ORDER  -  FIRST
 FX1149  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FX1149
 FX1149.The horizontal coordinates were established by classical geodetic methods
 FX1149.and adjusted by the National Geodetic Survey in September 1995..
 FX1149
 FX1149.The orthometric height was determined by differential leveling
 FX1149.and adjusted by the National Geodetic Survey in 1992..
 FX1149.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FX1149.rate of 3.1 thru 4.0 mm/km.
 FX1149
 FX1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1149
 FX1149.The geoid height was determined by GEOID03.
 FX1149
 FX1149.The dynamic height is computed by dividing the NAVD 88
 FX1149.geopotential number by the normal gravity value computed on the
 FX1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1149.degrees latitude (g = 980.6199 gals.).
 FX1149
 FX1149.The modeled gravity was interpolated from observed gravity values.
 FX1149
 FX1149;                    North         East     Units Scale Factor Converg.
 FX1149;SPC VA S     - 1,047,442.380 3,628,629.352   MT  1.00000270   +0 52 27.3
 FX1149;SPC VA S     - 3,436,483.88 11,904,928.13   sFT  1.00000270   +0 52 27.3
 FX1149;UTM  18      - 4,069,338.764   316,146.479   MT  1.00001645   -1 13 57.6
 FX1149
 FX1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1149!SPC VA S     -   1.00000142  x   1.00000270  =   1.00000412
 FX1149!UTM  18      -   1.00000142  x   1.00001645  =   1.00001787
 FX1149
 FX1149:                Primary Azimuth Mark                     Grid Az
 FX1149:SPC VA S     -  COURTLAND SOUTHAMPTON LOT                023 49 05.5
 FX1149:UTM  18      -  COURTLAND SOUTHAMPTON LOT                025 55 30.4
 FX1149
 FX1149|---------------------------------------------------------------------|
 FX1149| PID    Reference Object                     Distance      Geod. Az  |
 FX1149|                                                           dddmmss.s |
 FX1149| FX4088 COURTLAND SOUTHAMPTON LOT           APPROX. 7.1 KM 0244132.8 |
 FX1149| DC8753 COURTLAND AZ MK                                    1722632.6 |
 FX1149| FX4100 COURTLAND MUN TANK                  APPROX. 3.8 KM 1943813.1 |
 FX1149| FX1151 COURTLAND RM 1                       32.708 METERS 19526     |
 FX1149| FX4101 COURTLAND HANCOCK PEANUT TANK       APPROX. 4.5 KM 2052017.6 |
 FX1149| FX1150 COURTLAND RM 2                       43.081 METERS 26738     |
 FX1149|---------------------------------------------------------------------|
 FX1149
 FX1149                          SUPERSEDED SURVEY CONTROL
 FX1149
 FX1149  NAD 83(1986)-  36 45 07.19328(N)    077 03 34.32155(W) AD(       ) 1
 FX1149  NAD 27      -  36 45 06.65200(N)    077 03 35.45800(W) AD(       ) 1
 FX1149  NGVD 29 (??/??/92)   26.302  (m)           86.29   (f) ADJ UNCH    2 0
 FX1149
 FX1149.Superseded values are not recommended for survey control.
 FX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1149.See file dsdata.txt to determine how the superseded data were derived.
 FX1149
 FX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1614669339(NAD 83)
 FX1149_MARKER: DS = TRIANGULATION STATION DISK
 FX1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1149_STAMPING: COURTLAND 1942
 FX1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1149+STABILITY: SURFACE MOTION
 FX1149
 FX1149  HISTORY     - Date     Condition        Report By
 FX1149  HISTORY     - 1942     MONUMENTED       CGS
 FX1149  HISTORY     - 1944     GOOD             CGS
 FX1149  HISTORY     - 1944     GOOD             CGS
 FX1149  HISTORY     - 1960     GOOD             CGS
 FX1149  HISTORY     - 1960     GOOD             NGS
 FX1149  HISTORY     - 1963     GOOD             CGS
 FX1149  HISTORY     - 1966     GOOD             CGS
 FX1149  HISTORY     - 1975     GOOD             NGS
 FX1149
 FX1149                          STATION DESCRIPTION
 FX1149
 FX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX1149'STATION IS LOCATED ABOUT 2.25 MILES N OF COURTLAND, ON THE
 FX1149'TOP OF A BARE RIDGE, AND ON PROPERTY OWNED AND OCCUPIED BY
 FX1149'R.W. HANCOCK.  IT IS 117 FEET N OF THE CENTER LINE OF STATE
 FX1149'HIGHWAY 312, 56 FEET NE OF A 3-FOOT SYCAMORE TREE, 40 FEET
 FX1149'E OF CENTER LINE OF DRIVEWAY LEADING TO THE HANCOCK HOUSE,
 FX1149'AND 69 FEET S OF THE SW CORNER OF A BARN.  IT IS 228 FEET
 FX1149'S OF THE FRONT STEPS OF MR. HANCOCKS WHITE HOUSE.  IT IS
 FX1149'STAMPED COURTLAND 1942 AND IS FLUSH WITH THE GROUND.
 FX1149'
 FX1149'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FX1149'DISKS SET IN CONCRETE.
 FX1149'
 FX1149'REFERENCE MARK 1 IS SW OF THE STATION, 1 FOOT E OF A N-S
 FX1149'FENCELINE.  IT IS STAMPED COURTLAND NO 1 1942 AND PROJECTS
 FX1149'ABOUT 3 INCHES.
 FX1149'
 FX1149'REFERENCE MARK 2 IS NW OF THE STATION AND 1 FOOT E OF N-S
 FX1149'FENCELINE.  IT IS STAMPED COURTLAND NO 2 1942 AND PROJECTS
 FX1149'ABOUT 2 INCHES.
 FX1149'
 FX1149'THE AZIMUTH MARK IS S OF THE STATION, ON PROPERTY OWNED
 FX1149'AND OCCUPIED BY T.H. BIRDSONG.  IT IS 19 FEET N OF THE CENTER
 FX1149'LINE OF THE DIRT ROAD LEADING TO THE BIRDSONG HOME AND 3
 FX1149'FEET N OF AN E-W FENCELINE.  IT IS STAMPED COURTLAND 1942
 FX1149'AND PROJECTS ABOUT 4 INCHES.  TO REACH FROM THE STATION, GO
 FX1149'SW ON HIGHWAY 312 FOR 0.2 MILE TO A DIRT SIDE ROAD LEFT, TURN
 FX1149'LEFT AND GO 0.15 MILE TO THE MARK ON THE LEFT.
 FX1149'
 FX1149'TO REACH THE STATION FROM THE RAILROAD STATION IN COURTLAND,
 FX1149'GO N ON STATE HIGHWAY 35 FOR 0.65 MILE TO A PAVED FORK RIGHT
 FX1149'WHICH IS THE JUNCTION OF STATE HIGHWAY 312, TURN RIGHT ON
 FX1149'HIGHWAY 312 AND GO 2.0 MILES TO THE TOP OF THE RIDGE AND HOME
 FX1149'OF MR. HANCOCK ON THE LEFT AND STATION.
 FX1149'
 FX1149'A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 FX1149'
 FX1149'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FX1149
 FX1149                          STATION RECOVERY (1944)
 FX1149
 FX1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX1149'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AND FOUND
 FX1149'TO BE IN GOOD CONDITION.  DESCRIPTION AND DIRECTIONS FOR
 FX1149'REACHING STATION WERE FOUND TO BE CORRECT.  THE FOLLOWING
 FX1149'MEASUREMENTS WERE TAKEN FOR RELOCATING STATION--STATION
 FX1149'IS 117 FEET W OF STATE HIGHWAY 312, 58 FEET E OF A BARN,
 FX1149'AND 54 FEET W OF A LARGE SYCAMORE TREE.
 FX1149
 FX1149                          STATION RECOVERY (1944)
 FX1149
 FX1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX1149'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 FX1149'ADEQUATE.
 FX1149
 FX1149                          STATION RECOVERY (1960)
 FX1149
 FX1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX1149'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FX1149'CONDITION.  IT IS STILL ON LAND OWNED AND OCCUPIED BY MR.
 FX1149'R.W. HANCOCK.  STATE HIGHWAY NO. 312 HAS BEEN CHANGED TO
 FX1149'NO. 616.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FX1149'
 FX1149'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY NO. 616
 FX1149'ABOUT 2.3 MILES NORTHEAST OF COURTLAND, AND IN THE FRONT
 FX1149'YARD OF MR. HANCOCKS RESIDENCE.  IT IS 118 FEET NORTHWEST
 FX1149'OF THE CENTER LINE OF STATE HIGHWAY NO. 616, 76 FEET SOUTH
 FX1149'OF THE SOUTHEAST CORNER AND 68 FEET SOUTHEAST OF THE SOUTHWEST
 FX1149'CORNER OF AN OLD LOG BARN, 56 FEET NORTH OF A 36 INCH CYCAMORE
 FX1149'TREE AND 33 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH
 FX1149'WITH THE GROUND AND THE DISK IS STAMPED COURTLAND 1942.
 FX1149'
 FX1149'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST EDGE OF THE LAWN.
 FX1149'IT IS 69 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FX1149'74 FEET WEST OF A 36 INCH CYCAMORE TREE AND 45 FEET SOUTHWEST
 FX1149'OF THE CENTER OF THE DRIVE.  THE MARK PROJECTS 2 INCHES AND
 FX1149'THE DISK IS STAMPED COURTLAND NO 1 1942.
 FX1149'
 FX1149'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ON THE
 FX1149'SOUTHWEST EDGE OF THE LAWN.  IT IS 130 FEET SOUTHEAST OF
 FX1149'THE SOUTHWEST CORNER OF MR. HANCOCKS HOUSE, 21.5 FEET SOUTHWEST
 FX1149'OF A 4 INCH PINE TREE, 10 FEET SOUTHWEST OF THE WESTERLY
 FX1149'DRIVE TO THE HOUSE AND SET FLUSH WITH THE GROUND.  THE DISK
 FX1149'IS STAMPED COURTLAND NO 2 1942.
 FX1149'
 FX1149'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION.
 FX1149'IT IS 0.15 MILE EAST OF STATE HIGHWAY NO. 616, 19 FEET NORTH
 FX1149'OF THE CENTER OF DRIVE TO MR T.H. BIRDSONGS RESIDENCE AND
 FX1149'3 FEET NORTH OF A U.S.C. AND G.S. WITNESS SIGN.  THE MARK
 FX1149'PROJECTS 4 INCHES AND THE DISK IS STAMPED COURTLAND 1942.
 FX1149'
 FX1149'TO REACH FROM THE POST OFFICE IN COURTLAND GO NORTHWEST ON
 FX1149'STATE HIGHWAY NO. 35 FOR 0.5 MILE, TURN RIGHT AT FORK AND
 FX1149'GO NORTHEAST ALONG STATE HIGHWAY 616 FOR 2.2 MILES TO MR.
 FX1149'HANCOCKS HOUSE ON LEFT AND THE STATION AS DESCRIBED.
 FX1149
 FX1149                          STATION RECOVERY (1960)
 FX1149
 FX1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1149'2.7 MI NE FROM COURTLAND.
 FX1149'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 FX1149'AT COURTLAND, SOUTHAMPTON COUNTY, THENCE 2.2 MILES NORTHEAST
 FX1149'ALONG STATE HIGHWAY 312, AT THE T-JUNCTION OF A PRIVATE DIRT
 FX1149'ROAD LEADING NORTHWEST TO A FARMHOUSE, ABOUT 33 YARDS NORTHWEST
 FX1149'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 10 YARDS NORTHEAST
 FX1149'OF THE CENTER LINE OF THE PRIVATE ROAD.  A STANDARD
 FX1149'TRIANGULATION-STATION DISK, STAMPED COURTLAND AND SET IN THE TOP
 FX1149'OF A CONCRETE POST.  STATE HIGHWAY NO. 312 IS NOW NO. 616.  IT
 FX1149'IS ALSO 56 FEET NORTH OF A 36 INCH CYCAMORE TREE AND IS IN THE
 FX1149'FRONT YARD AT THE RESIDENCE OF MR. ROMIE HANCOCK.
 FX1149
 FX1149                          STATION RECOVERY (1963)
 FX1149
 FX1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 FX1149'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FX1149'TO BE IN GOOD CONDITION.
 FX1149
 FX1149                          STATION RECOVERY (1966)
 FX1149
 FX1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX1149'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 FX1149'
 FX1149'THE STATION, WITH ALL MARKS UNDISTURBED AND IN GOOD CONDITION, WAS
 FX1149'RECOVERED AS DESCRIBED IN 1942.  DISTANCES TO REFERENCE MARKS
 FX1149'CHECKED FORMER MEASUREMENTS.  THE LANDMARKS OF THE ORIGINAL
 FX1149'DESCRIPTION ARE STILL PRESENT AND THE MEASUREMENTS ARE CLOSE
 FX1149'ENOUGH.  THE PROPERTY IS STILL OWNED BY MR. R. W. HANCOCK.  STATE
 FX1149'HIGHWAY 312 IS NOW COUNTY ROAD 616.  THE ROAD TO THE AZIMUTH MARK
 FX1149'IS ON THE RIGHT SIDE OF COUNTY ROAD 616 1.9 MILES NORTH OF THE
 FX1149'JUNCTION WITH STATE HIGHWAY 35.  THE AZIMUTH MARK IS NOW 3.7 FEET
 FX1149'NORTH OF A NEW METAL WITNESS POST WITH SIGN SET IN THE FENCE LINE.
 FX1149'
 FX1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES NORTH
 FX1149'OF COURTLAND.
 FX1149
 FX1149                          STATION RECOVERY (1975)
 FX1149
 FX1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 FX1149'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 FX1149'CONDITION.  THIS PARTY DID NOT HAVE A COMPLETE DESCRIPTION SO A
 FX1149'SHORT TO REACH FOLLOWS.
 FX1149'
 FX1149'TO REACH FROM THE POST OFFICE IN COURTLAND GO NORTH ON STATE HIGHWAY
 FX1149'35 FOR 0.6 MILE TO A SIDE ROAD RIGHT AND JUNCTION WITH COUNTY ROAD
 FX1149'616.  TURN RIGHT ON THE COUNTY ROAD AND GO NORTHEAST FOR 2.1 MILES
 FX1149'TO A DRIVEWAY AND STATION ON THE LEFT.
 FX1149'
 FX1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES NORTH
 FX1149'OF COURTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4101 ***********************************************************************
 FX4101  DESIGNATION -  COURTLAND HANCOCK PEANUT TANK
 FX4101  PID         -  FX4101
 FX4101  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4101  USGS QUAD   -  COURTLAND (1986)
 FX4101
 FX4101                         *CURRENT SURVEY CONTROL
 FX4101  ___________________________________________________________________
 FX4101* NAD 83(1993)-  36 42 54.29876(N)    077 04 52.45707(W)     ADJUSTED  
 FX4101* NAVD 88     -                                                        
 FX4101  ___________________________________________________________________
 FX4101  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX4101  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 FX4101
 FX4101  HORZ ORDER  -  THIRD
 FX4101
 FX4101.The horizontal coordinates were established by classical geodetic methods
 FX4101.and adjusted by the National Geodetic Survey in September 1995..
 FX4101
 FX4101
 FX4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4101
 FX4101.The geoid height was determined by GEOID03.
 FX4101
 FX4101;                    North         East     Units Scale Factor Converg.
 FX4101;SPC VA S     - 1,043,317.079 3,626,752.467   MT  1.00000976   +0 51 39.9
 FX4101;SPC VA S     - 3,422,949.45 11,898,770.39   sFT  1.00000976   +0 51 39.9
 FX4101;UTM  18      - 4,065,285.172   314,119.212   MT  1.00002569   -1 14 40.5
 FX4101
 FX4101                          SUPERSEDED SURVEY CONTROL
 FX4101
 FX4101  NAD 83(1986)-  36 42 54.30497(N)    077 04 52.47563(W) AD(       ) 4
 FX4101  NAD 27      -  36 42 53.76407(N)    077 04 53.60923(W) AD(       ) 3
 FX4101
 FX4101.Superseded values are not recommended for survey control.
 FX4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4101.See file dsdata.txt to determine how the superseded data were derived.
 FX4101
 FX4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1411965285(NAD 83)
 FX4101_MARKER: 53 = ELEVATED TANK
 FX4101
 FX4101  HISTORY     - Date     Condition        Report By
 FX4101  HISTORY     - 1966     FIRST OBSERVED   CGS
 FX4101
 FX4101                          STATION DESCRIPTION
 FX4101
 FX4101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX4101'THE BALL AT THE TOP CENTER OF THE HANCOCK PEANUT COMPANY WATER
 FX4101'TANK, LOCATED 1/2 MILE WEST OF THE CENTER OF COURTLAND AND ON
 FX4101'THE NORTH SIDE OF U.S. HIGHWAY 58.  THE TANK IS PAINTED SILVER,
 FX4101'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET
 FX4101'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4100 ***********************************************************************
 FX4100  DESIGNATION -  COURTLAND MUN TANK
 FX4100  PID         -  FX4100
 FX4100  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4100  USGS QUAD   -  COURTLAND (1986)
 FX4100
 FX4100                         *CURRENT SURVEY CONTROL
 FX4100  ___________________________________________________________________
 FX4100* NAD 83(1993)-  36 43 06.47744(N)    077 04 13.46188(W)     ADJUSTED  
 FX4100* NAVD 88     -                                                        
 FX4100  ___________________________________________________________________
 FX4100  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FX4100  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 FX4100
 FX4100  HORZ ORDER  -  THIRD
 FX4100
 FX4100.The horizontal coordinates were established by classical geodetic methods
 FX4100.and adjusted by the National Geodetic Survey in September 1995..
 FX4100
 FX4100
 FX4100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4100
 FX4100.The geoid height was determined by GEOID03.
 FX4100
 FX4100;                    North         East     Units Scale Factor Converg.
 FX4100;SPC VA S     - 1,043,707.054 3,627,714.441   MT  1.00000910   +0 52 03.6
 FX4100;SPC VA S     - 3,424,228.89 11,901,926.46   sFT  1.00000910   +0 52 03.6
 FX4100;UTM  18      - 4,065,639.542   315,094.880   MT  1.00002123   -1 14 17.6
 FX4100
 FX4100                          SUPERSEDED SURVEY CONTROL
 FX4100
 FX4100  NAD 83(1986)-  36 43 06.48366(N)    077 04 13.48052(W) AD(       ) 4
 FX4100  NAD 27      -  36 43 05.94230(N)    077 04 14.61606(W) AD(       ) 3
 FX4100
 FX4100.Superseded values are not recommended for survey control.
 FX4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4100.See file dsdata.txt to determine how the superseded data were derived.
 FX4100
 FX4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1509565640(NAD 83)
 FX4100_MARKER: 53 = ELEVATED TANK
 FX4100
 FX4100  HISTORY     - Date     Condition        Report By
 FX4100  HISTORY     - 1966     FIRST OBSERVED   CGS
 FX4100
 FX4100                          STATION DESCRIPTION
 FX4100
 FX4100'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX4100'THE BALL AT THE TOP CENTER OF THE COURTLAND MUNICIPAL WATER
 FX4100'TANK, LOCATED AT THE NORTHWEST EDGE OF THE SMALL TOWN OF
 FX4100'COURTLAND.  THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED
 FX4100'STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1151 ***********************************************************************
 FX1151  DESIGNATION -  COURTLAND RM 1
 FX1151  PID         -  FX1151
 FX1151  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1151  USGS QUAD   -  VICKSVILLE (1986)
 FX1151
 FX1151                         *CURRENT SURVEY CONTROL
 FX1151  ___________________________________________________________________
 FX1151* NAD 83(1986)-  36 45 07.     (N)    077 03 34.     (W)     SCALED    
 FX1151* NAVD 88     -        25.660  (meters)      84.19   (feet)  POSTED    
 FX1151  ___________________________________________________________________
 FX1151  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 FX1151  DYNAMIC HT  -          25.640 (meters)      84.12  (feet)  COMP
 FX1151  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 FX1151
 FX1151  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX1151
 FX1151.The horizontal coordinates were scaled from a topographic map and have
 FX1151.an estimated accuracy of +/- 6 seconds.
 FX1151
 FX1151.The orthometric height was determined by differential leveling
 FX1151.and adjusted by the National Geodetic Survey in 1992..
 FX1151.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX1151.rate of 4.1 thru 8.0 mm/km.
 FX1151
 FX1151.The geoid height was determined by GEOID03.
 FX1151
 FX1151.The dynamic height is computed by dividing the NAVD 88
 FX1151.geopotential number by the normal gravity value computed on the
 FX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1151.degrees latitude (g = 980.6199 gals.).
 FX1151
 FX1151.The modeled gravity was interpolated from observed gravity values.
 FX1151
 FX1151;                    North         East    Units  Estimated Accuracy
 FX1151;SPC VA S     - 1,047,440.    3,628,640.      MT  (+/- 180 meters Scaled)
 FX1151
 FX1151                          SUPERSEDED SURVEY CONTROL
 FX1151
 FX1151  NGVD 29 (??/??/92)   26.104  (m)           85.64   (f) ADJ UNCH    2 0
 FX1151
 FX1151.Superseded values are not recommended for survey control.
 FX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1151.See file dsdata.txt to determine how the superseded data were derived.
 FX1151
 FX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF161693(NAD 83)
 FX1151_MARKER: DR = REFERENCE MARK DISK
 FX1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1151_STAMPING: COURTLAND NO 1 1942
 FX1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1151+STABILITY: SURFACE MOTION
 FX1151
 FX1151  HISTORY     - Date     Condition        Report By
 FX1151  HISTORY     - 1942     MONUMENTED       CGS
 FX1151  HISTORY     - 1960     GOOD             NGS
 FX1151
 FX1151                          STATION DESCRIPTION
 FX1151
 FX1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1151'2.7 MI NE FROM COURTLAND.
 FX1151'STATE HIGHWAY NO. 312 HAS BEEN CHANGED TO NO. 616, AND THE FENCE
 FX1151'IS GONE.  IT IS IN THE FRONT YARD AT THE RESIDENCE OF MR. ROMIE
 FX1151'HANCOCK.  0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE
 FX1151'POST OFFICE AT COURTLAND, SOUTHAMPTON COUNTY, THENCE 2.2 MILES
 FX1151'NORTHEAST ALONG STATE HIGHWAY 312, AT THE T-JUNCTION OF A PRIVATE
 FX1151'DIRT ROAD LEADING NORTHWEST TO A FARMHOUSE, ABOUT 20 YARDS
 FX1151'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 15 YARDS
 FX1151'SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, AND 2 FEET
 FX1151'NORTHEAST OF A FENCE LINE.  A STANDARD REFERENCE-MARK DISK,
 FX1151'STAMPED COURTLAND NO. 1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1150 ***********************************************************************
 FX1150  DESIGNATION -  COURTLAND RM 2
 FX1150  PID         -  FX1150
 FX1150  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1150  USGS QUAD   -  VICKSVILLE (1986)
 FX1150
 FX1150                         *CURRENT SURVEY CONTROL
 FX1150  ___________________________________________________________________
 FX1150* NAD 83(1986)-  36 45 07.     (N)    077 03 34.     (W)     SCALED    
 FX1150* NAVD 88     -        26.371  (meters)      86.52   (feet)  POSTED    
 FX1150  ___________________________________________________________________
 FX1150  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 FX1150  DYNAMIC HT  -          26.350 (meters)      86.45  (feet)  COMP
 FX1150  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 FX1150
 FX1150  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX1150
 FX1150.The horizontal coordinates were scaled from a topographic map and have
 FX1150.an estimated accuracy of +/- 6 seconds.
 FX1150
 FX1150.The orthometric height was determined by differential leveling
 FX1150.and adjusted by the National Geodetic Survey in 1992..
 FX1150.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX1150.rate of 4.1 thru 8.0 mm/km.
 FX1150
 FX1150.The geoid height was determined by GEOID03.
 FX1150
 FX1150.The dynamic height is computed by dividing the NAVD 88
 FX1150.geopotential number by the normal gravity value computed on the
 FX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1150.degrees latitude (g = 980.6199 gals.).
 FX1150
 FX1150.The modeled gravity was interpolated from observed gravity values.
 FX1150
 FX1150;                    North         East    Units  Estimated Accuracy
 FX1150;SPC VA S     - 1,047,440.    3,628,640.      MT  (+/- 180 meters Scaled)
 FX1150
 FX1150                          SUPERSEDED SURVEY CONTROL
 FX1150
 FX1150  NGVD 29 (??/??/92)   26.815  (m)           87.98   (f) ADJ UNCH    2 0
 FX1150
 FX1150.Superseded values are not recommended for survey control.
 FX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1150.See file dsdata.txt to determine how the superseded data were derived.
 FX1150
 FX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF161693(NAD 83)
 FX1150_MARKER: DR = REFERENCE MARK DISK
 FX1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1150_STAMPING: COURTLAND NO 2 1942
 FX1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1150+STABILITY: SURFACE MOTION
 FX1150
 FX1150  HISTORY     - Date     Condition        Report By
 FX1150  HISTORY     - 1942     MONUMENTED       CGS
 FX1150  HISTORY     - 1960     GOOD             NGS
 FX1150
 FX1150                          STATION DESCRIPTION
 FX1150
 FX1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1150'2.7 MI NE FROM COURTLAND.
 FX1150'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 FX1150'COURTLAND, SOUTHAMPTON COUNTY, THENCE 2.2 MILES NORTHEAST ALONG
 FX1150'STATE HIGHWAY 312, AT THE T-JUNCTION OF A PRIVATE DIRT ROAD
 FX1150'LEADING NORTHWEST TO A FARMHOUSE, ABOUT 70 YARDS NORTHWEST OF
 FX1150'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 15 YARDS SOUTHWEST OF
 FX1150'THE CENTER LINE OF THE PRIVATE ROAD.  A STANDARD REFERENCE-MARK
 FX1150'DISK, STAMPED COURTLAND NO. 2 AND SET IN THE TOP OF CONCRETE POST.
 FX1150'STATE HIGHWAY NO. 312 IS NOW NO. 616.  THE MARK IS IN THE FRONT
 FX1150'YARD AT THE RESIDENCE OF MR. ROMIE HANCOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4091 ***********************************************************************
 FX4091  DESIGNATION -  COURTLAND RM A 1966
 FX4091  PID         -  FX4091
 FX4091  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4091  USGS QUAD   -  VICKSVILLE (1986)
 FX4091
 FX4091                         *CURRENT SURVEY CONTROL
 FX4091  ___________________________________________________________________
 FX4091* NAD 83(1993)-  36 45 07.46318(N)    077 03 35.38307(W)     ADJUSTED  
 FX4091* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 FX4091  ___________________________________________________________________
 FX4091  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 FX4091  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 FX4091
 FX4091  HORZ ORDER  -  FIRST
 FX4091  VERT ORDER  -  THIRD ? (See Below)
 FX4091
 FX4091.The horizontal coordinates were established by classical geodetic methods
 FX4091.and adjusted by the National Geodetic Survey in September 1995..
 FX4091
 FX4091.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4091.The vertical order pertains to the NGVD 29 superseded value.
 FX4091
 FX4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4091
 FX4091.The geoid height was determined by GEOID03.
 FX4091
 FX4091;                    North         East     Units Scale Factor Converg.
 FX4091;SPC VA S     - 1,047,450.480 3,628,602.424   MT  1.00000268   +0 52 26.7
 FX4091;SPC VA S     - 3,436,510.45 11,904,839.79   sFT  1.00000268   +0 52 26.7
 FX4091;UTM  18      - 4,069,347.849   316,119.866   MT  1.00001657   -1 13 58.3
 FX4091
 FX4091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4091!SPC VA S     -   1.00000136  x   1.00000268  =   1.00000404
 FX4091!UTM  18      -   1.00000136  x   1.00001657  =   1.00001793
 FX4091
 FX4091:                Primary Azimuth Mark                     Grid Az
 FX4091:SPC VA S     -  DORY 2                                   002 58 52.9
 FX4091:UTM  18      -  DORY 2                                   005 05 17.9
 FX4091
 FX4091|---------------------------------------------------------------------|
 FX4091| PID    Reference Object                     Distance      Geod. Az  |
 FX4091|                                                           dddmmss.s |
 FX4091| FX4092 DORY 2                              APPROX.11.1 KM 0035119.6 |
 FX4091| FX1149 COURTLAND                            28.120 METERS 10737     |
 FX4091| FX4100 COURTLAND MUN TANK                  APPROX. 3.8 KM 1941306.9 |
 FX4091| FX4101 COURTLAND HANCOCK PEANUT TANK       APPROX. 4.5 KM 2045907.8 |
 FX4091|---------------------------------------------------------------------|
 FX4091
 FX4091                          SUPERSEDED SURVEY CONTROL
 FX4091
 FX4091  NAD 83(1986)-  36 45 07.46933(N)    077 03 35.40197(W) AD(       ) 1
 FX4091  NAD 27      -  36 45 06.92805(N)    077 03 36.53841(W) AD(       ) 1
 FX4091  NGVD 29 (07/19/86)   26.66   (m)           87.5    (f) LEVELING    3  
 FX4091
 FX4091.Superseded values are not recommended for survey control.
 FX4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4091.See file dsdata.txt to determine how the superseded data were derived.
 FX4091
 FX4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1612069348(NAD 83)
 FX4091_MARKER: DS = TRIANGULATION STATION DISK
 FX4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4091+STABILITY: SURFACE MOTION
 FX4091
 FX4091  HISTORY     - Date     Condition        Report By
 FX4091  HISTORY     - 1966     MONUMENTED       CGS
 FX4091
 FX4091                          STATION DESCRIPTION
 FX4091
 FX4091'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX4091'THE STATION IS LOCATED 2.25 MILES NORTH OF COURTLAND, 1 MILE
 FX4091'WEST OF STATE HIGHWAY 30 AND ON PROPERTY OWNED BY MR. R.W. HANCOCK.
 FX4091'
 FX4091'TO REACH STATION FROM THE RAILROAD STATION IN COURTLAND,
 FX4091'GO N ON STATE HIGHWAY 35 FOR 0.65 MILE TO A PAVED FORK RIGHT
 FX4091'WHICH IS THE JUNCTION OF STATE HIGHWAY 312, TURN RIGHT ON
 FX4091'HIGHWAY 312 AND GO 2.0 MILES TO THE TOP OF THE RIDGE AND HOME
 FX4091'OF MR. HANCOCK ON THE LEFT AND STATION COURTLAND.
 FX4091'
 FX4091'THE STATION MARK IS A STANDARD DISK, STAMPED COURTLAND RM A 1966,
 FX4091'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH,
 FX4091'WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF THE SOUTHWEST
 FX4091'CORNER OF BARN, 43.5 FEET EAST OF A 12-INCH PINE TREE AND 26 FEET
 FX4091'SOUTH-SOUTHEAST OF A 12-INCH PINE TREE.
 FX4091'
 FX4091'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COURTLAND
 FX4091'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4088 ***********************************************************************
 FX4088  DESIGNATION -  COURTLAND SOUTHAMPTON LOT
 FX4088  PID         -  FX4088
 FX4088  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4088  USGS QUAD   -  VICKSVILLE (1986)
 FX4088
 FX4088                         *CURRENT SURVEY CONTROL
 FX4088  ___________________________________________________________________
 FX4088* NAD 83(1993)-  36 48 37.53345(N)    077 01 34.01344(W)     ADJUSTED  
 FX4088* NAVD 88     -                                                        
 FX4088  ___________________________________________________________________
 FX4088  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 FX4088  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX4088
 FX4088  HORZ ORDER  -  THIRD
 FX4088
 FX4088.The horizontal coordinates were established by classical geodetic methods
 FX4088.and adjusted by the National Geodetic Survey in September 1995..
 FX4088
 FX4088
 FX4088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4088
 FX4088.The geoid height was determined by GEOID03.
 FX4088
 FX4088;                    North         East     Units Scale Factor Converg.
 FX4088;SPC VA S     - 1,053,971.762 3,631,511.612   MT  0.99999235   +0 53 40.3
 FX4088;SPC VA S     - 3,457,905.69 11,914,384.35   sFT  0.99999235   +0 53 40.3
 FX4088;UTM  18      - 4,075,757.791   319,266.986   MT  1.00000243   -1 12 51.5
 FX4088
 FX4088                          SUPERSEDED SURVEY CONTROL
 FX4088
 FX4088  NAD 83(1986)-  36 48 37.53957(N)    077 01 34.03280(W) AD(       ) 4
 FX4088  NAD 27      -  36 48 37.00100(N)    077 01 35.16900(W) AD(       ) 3
 FX4088
 FX4088.Superseded values are not recommended for survey control.
 FX4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4088.See file dsdata.txt to determine how the superseded data were derived.
 FX4088
 FX4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1926775758(NAD 83)
 FX4088_MARKER: 57 = LOOKOUT TOWER
 FX4088
 FX4088  HISTORY     - Date     Condition        Report By
 FX4088  HISTORY     - 1942     FIRST OBSERVED   CGS
 FX4088  HISTORY     - 1944     GOOD             CGS
 FX4088  HISTORY     - 1960     GOOD             CGS
 FX4088
 FX4088                          STATION DESCRIPTION
 FX4088
 FX4088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4088'THIS INTERSECTION STATION IS THE POINT ON THE APEX OF THE ROOF
 FX4088'OF THE SOUTHAMPTON FIRE LOOKOUT.  IT IS LOCATED ABOUT 6
 FX4088'MILES NE OF COURTLAND AT THE JUNCTION OF STATE HIGHWAY 312
 FX4088'AND COUNTY ROAD 603.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 FX4088'ABOUT 100 FEET HIGH PAINTED A DARK GREY WITH A GLASS-ENCLOSED
 FX4088'LOOKOUT ON THE TOP.
 FX4088
 FX4088                          STATION RECOVERY (1944)
 FX4088
 FX4088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX4088'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 FX4088'IS ADEQUATE.
 FX4088
 FX4088                          STATION RECOVERY (1960)
 FX4088
 FX4088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4088'THE STATION WAS RECOVERED IN GOOD CONDITION, THE DESCRIPTION
 FX4088'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0014 ***********************************************************************
 GX0014  DESIGNATION -  COVE
 GX0014  PID         -  GX0014
 GX0014  STATE/COUNTY-  VA/ALLEGHANY
 GX0014  USGS QUAD   -  CALLAGHAN (1977)
 GX0014
 GX0014                         *CURRENT SURVEY CONTROL
 GX0014  ___________________________________________________________________
 GX0014* NAD 83(1993)-  37 48 44.29857(N)    080 04 00.94071(W)     ADJUSTED  
 GX0014* NAVD 88     -       482.710  (meters)    1583.69   (feet)  ADJUSTED  
 GX0014  ___________________________________________________________________
 GX0014  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 GX0014  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX0014  DYNAMIC HT  -         482.320 (meters)    1582.41  (feet)  COMP
 GX0014  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 GX0014
 GX0014  HORZ ORDER  -  SECOND
 GX0014  VERT ORDER  -  FIRST     CLASS II
 GX0014
 GX0014.The horizontal coordinates were established by classical geodetic methods
 GX0014.and adjusted by the National Geodetic Survey in November 1994..
 GX0014
 GX0014.The orthometric height was determined by differential leveling
 GX0014.and adjusted by the National Geodetic Survey in June 1991..
 GX0014
 GX0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0014
 GX0014.The geoid height was determined by GEOID03.
 GX0014
 GX0014.The dynamic height is computed by dividing the NAVD 88
 GX0014.geopotential number by the normal gravity value computed on the
 GX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0014.degrees latitude (g = 980.6199 gals.).
 GX0014
 GX0014.The modeled gravity was interpolated from observed gravity values.
 GX0014
 GX0014;                    North         East     Units Scale Factor Converg.
 GX0014;SPC VA S     - 1,165,277.600 3,362,032.545   MT  0.99997547   -0 57 03.6
 GX0014;SPC VA S     - 3,823,081.59 11,030,268.44   sFT  0.99997547   -0 57 03.6
 GX0014;SPC WV S     -    90,569.765   682,156.679   MT  0.99994665   +0 34 36.6
 GX0014;UTM  17      - 4,185,400.239   582,130.496   MT  0.99968308   +0 34 19.5
 GX0014
 GX0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0014!SPC VA S     -   0.99992926  x   0.99997547  =   0.99990474
 GX0014!SPC WV S     -   0.99992926  x   0.99994665  =   0.99987592
 GX0014!UTM  17      -   0.99992926  x   0.99968308  =   0.99961237
 GX0014
 GX0014                          SUPERSEDED SURVEY CONTROL
 GX0014
 GX0014  NAD 83(1986)-  37 48 44.29781(N)    080 04 00.95681(W) AD(       ) 2
 GX0014  NAD 27      -  37 48 43.85400(N)    080 04 01.73200(W) AD(       ) 2
 GX0014  NGVD 29 (??/??/92)  482.875  (m)         1584.23   (f) ADJ UNCH    1 2
 GX0014
 GX0014.Superseded values are not recommended for survey control.
 GX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0014.See file dsdata.txt to determine how the superseded data were derived.
 GX0014
 GX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8213085400(NAD 83)
 GX0014_MARKER: DE = TRAVERSE STATION DISK
 GX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0014_STAMPING: COVE 1957
 GX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0014+STABILITY: SURFACE MOTION
 GX0014
 GX0014  HISTORY     - Date     Condition        Report By
 GX0014  HISTORY     - 1957     MONUMENTED       CGS
 GX0014  HISTORY     - 1958     GOOD             NGS
 GX0014  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GX0014
 GX0014                          STATION DESCRIPTION
 GX0014
 GX0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GX0014'THE STATION IS LOCATED ABOUT 5 MILES WEST NORTHWEST OF COVINGTON
 GX0014'AND ON THE EAST SIDE OF CLEARED AREA USED FOR A PASTURE.
 GX0014'IT IS 108 FEET SOUTH OF A TELEPHONE POLE, 107 FEET SOUTH
 GX0014'OF A FENCE CORNER, 5 FEET WEST NORTHWEST OF A METAL WITNESS
 GX0014'POST AND 4 FEET WEST OF A FENCE.  THE MARK IS SET FLUSH WITH
 GX0014'THE GROUND AND THE DISK IS STAMPED COVE 1957.
 GX0014'
 GX0014'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COVINGTON,
 GX0014'GO WEST ON U.S. HIGHWAY 60 FOR 5.15 MILES TO A SIDE ROAD
 GX0014'RIGHT AND MAIL BOX ON RIGHT WITH G.R. RUMBOLD ON THE SIDE.
 GX0014'TURN RIGHT AND GO NORTHWESTERLY ON GRAVEL ROAD FOR 0.4 MILE
 GX0014'TO A DIM TRACK ROAD ON RIGHT.  (THIS IS JUST BEFORE REACHING
 GX0014'FARM HOUSE.) TURN RIGHT ON DIM TRACK ROAD AND GO EASTERLY
 GX0014'FOR 0.05 MILE TO GATE.  PASS THROUGH GATE AND GO NORTHEASTERLY
 GX0014'ACROSS PASTURE FOR 0.05 MILE TO FENCE AND STATION.
 GX0014
 GX0014                          STATION RECOVERY (1958)
 GX0014
 GX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX0014'0.7 MI N FROM CALLAGHAN.
 GX0014'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0014'OF STATE HIGHWAY 159 AT CALLAGHAN, THENCE ABOUT 0.4 MILE NORTH
 GX0014'AND NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.1
 GX0014'MILE SOUTHEAST ALONG A DIM TRACK ROAD THRU WOODS AND INTO AN OPEN
 GX0014'PASTURE, ALONG THE EAST SIDE OF THE PASTURE, ABOUT 100 YARDS SOUTH
 GX0014'OF A GREEN PAINTED FARMHOUSE WITH A RED ROOF, 109 FEET SOUTH OF
 GX0014'TELEPHONE POLE 957, THAT IS AT THE FENCE CORNER IN THE NORTHEAST
 GX0014'CORNER OF PASTURE, 5 FEET WEST OF THE THE NORTH-SOUTH FENCE LINE,
 GX0014'5 FEET NORTHWEST OF A 2 1/2-INCH IRON PIPE FILLED WITH CONCRETE
 GX0014'AND PROJECTING ABOUT 3 FEET, LEVEL WITH THE GROUND, AND SET IN
 GX0014'THE TOP OF A CONCRETE POST.
 GX0014
 GX0014                          STATION RECOVERY (1963)
 GX0014
 GX0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCB)
 GX0014'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 GX0014'GOOD CONDITION.  THE STATION WAS TO BE DESTROYED BY HIGHWAY
 GX0014'CONSTRUCTION SO STATION COVE 2 WAS ESTABLISHED AND THIS
 GX0014'STATION WAS DESTROYED.
 GX0014'
 GX0014'1963 OBSERVATIONS TAKEN FROM A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2361 ***********************************************************************
 GW2361  DESIGNATION -  COVE
 GW2361  PID         -  GW2361
 GW2361  STATE/COUNTY-  VA/ALBEMARLE
 GW2361  USGS QUAD   -  COVESVILLE (1984)
 GW2361
 GW2361                         *CURRENT SURVEY CONTROL
 GW2361  ___________________________________________________________________
 GW2361* NAD 83(1993)-  37 53 22.91142(N)    078 42 35.32586(W)     ADJUSTED  
 GW2361* NAVD 88     -       305.2    (meters)    1001.     (feet)  VERTCON   
 GW2361  ___________________________________________________________________
 GW2361  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 GW2361  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GW2361
 GW2361  HORZ ORDER  -  SECOND
 GW2361
 GW2361.The horizontal coordinates were established by classical geodetic methods
 GW2361.and adjusted by the National Geodetic Survey in November 1994..
 GW2361
 GW2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2361
 GW2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2361
 GW2361.The geoid height was determined by GEOID03.
 GW2361
 GW2361;                    North         East     Units Scale Factor Converg.
 GW2361;SPC VA S     - 1,172,742.985 3,481,544.320   MT  0.99998686   -0 07 38.4
 GW2361;SPC VA S     - 3,847,574.28 11,422,366.66   sFT  0.99998686   -0 07 38.4
 GW2361;UTM  17      - 4,196,049.430   701,386.421   MT  1.00009954   +1 24 25.1
 GW2361
 GW2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2361!SPC VA S     -   0.99995716  x   0.99998686  =   0.99994402
 GW2361!UTM  17      -   0.99995716  x   1.00009954  =   1.00005669
 GW2361
 GW2361:                Primary Azimuth Mark                     Grid Az
 GW2361:SPC VA S     -  PEACH                                    043 31 25.7
 GW2361:UTM  17      -  PEACH                                    041 59 22.2
 GW2361
 GW2361|---------------------------------------------------------------------|
 GW2361| PID    Reference Object                     Distance      Geod. Az  |
 GW2361|                                                           dddmmss.s |
 GW2361| GW2366 PEACH                               APPROX. 2.7 KM 0432347.3 |
 GW2361| DB6907 COVE RM 1                             8.489 METERS 18955     |
 GW2361|---------------------------------------------------------------------|
 GW2361
 GW2361                          SUPERSEDED SURVEY CONTROL
 GW2361
 GW2361  NAD 83(1986)-  37 53 22.90680(N)    078 42 35.31251(W) AD(       ) 2
 GW2361  NAD 27      -  37 53 22.39490(N)    078 42 36.24516(W) AD(       ) 2
 GW2361  NGVD 29 (07/19/86)  305.4    (m)         1002.     (f) VERT ANG       
 GW2361
 GW2361.Superseded values are not recommended for survey control.
 GW2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2361.See file dsdata.txt to determine how the superseded data were derived.
 GW2361
 GW2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB0138696049(NAD 83)
 GW2361_MARKER: DS = TRIANGULATION STATION DISK
 GW2361_SETTING: 66 = SET IN ROCK OUTCROP
 GW2361
 GW2361  HISTORY     - Date     Condition        Report By
 GW2361  HISTORY     - 1965     MONUMENTED       CGS
 GW2361
 GW2361                          STATION DESCRIPTION
 GW2361
 GW2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2361'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF CHARLOTTESVILLE,
 GW2361'0.2 MILE WEST OF COVESVILLE, ON THE EAST SLOPE OF A WOODED
 GW2361'RIDGE AND ON MRS. H.J. TOOMBS PROPERTY.
 GW2361'
 GW2361'TO REACH THE STATION FROM THE POST OFFICE IN COVESVILLE,
 GW2361'GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 0.3 MILE TO A PURE GAS
 GW2361'STATION AND MRS. TOOMBS HOUSE ON THE RIGHT AND THE END OF
 GW2361'TRUCK TRAVEL.  PACK NORTHWEST UP THE SLOPE OF THE RIDGE FOR
 GW2361'ABOUT 0.2 MILE TO THE STATION.  ABOUT A 15 MINUTE PACK.
 GW2361'
 GW2361'THE STATION MARK IS 15.5 FEET SOUTH OF A 10-INCH TRIANGLE
 GW2361'BLAZED TREE AND 9.5 FEET WEST OF A 12-INCH TRIANGLE BLAZED
 GW2361'TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GW2361'IN BEDROCK, SET FLUSH, AND IS STAMPED COVE 1965.
 GW2361'
 GW2361'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF A 12-INCH TRIANGLE
 GW2361'BLAZED TREE.  THE MARK IS A STANDARD DISK BRAZED TO THE
 GW2361'TOP OF A 3-INCH IRON PIPE, PROJECTS 8 INCHES AND IS STAMPED
 GW2361'COVE NO 1 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0015 ***********************************************************************
 GX0015  DESIGNATION -  COVE 2 1963
 GX0015  PID         -  GX0015
 GX0015  STATE/COUNTY-  VA/ALLEGHANY
 GX0015  USGS QUAD   -  CALLAGHAN (1977)
 GX0015
 GX0015                         *CURRENT SURVEY CONTROL
 GX0015  ___________________________________________________________________
 GX0015* NAD 83(1993)-  37 48 44.32038(N)    080 03 59.93916(W)     ADJUSTED  
 GX0015* NAVD 88     -       482.97   (+/-2cm)    1584.5    (feet)  VERTCON   
 GX0015  ___________________________________________________________________
 GX0015  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GX0015  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX0015
 GX0015  HORZ ORDER  -  THIRD
 GX0015  VERT ORDER  -  THIRD ? (See Below)
 GX0015
 GX0015.The horizontal coordinates were established by classical geodetic methods
 GX0015.and adjusted by the National Geodetic Survey in November 1994..
 GX0015.No horizontal observational check was made to the station.
 GX0015
 GX0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0015.The vertical order pertains to the NGVD 29 superseded value.
 GX0015
 GX0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0015
 GX0015.The geoid height was determined by GEOID03.
 GX0015
 GX0015;                    North         East     Units Scale Factor Converg.
 GX0015;SPC VA S     - 1,165,277.866 3,362,057.050   MT  0.99997547   -0 57 03.0
 GX0015;SPC VA S     - 3,823,082.47 11,030,348.84   sFT  0.99997547   -0 57 03.0
 GX0015;UTM  17      - 4,185,401.156   582,154.978   MT  0.99968313   +0 34 20.1
 GX0015
 GX0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0015!SPC VA S     -   0.99992922  x   0.99997547  =   0.99990469
 GX0015!UTM  17      -   0.99992922  x   0.99968313  =   0.99961238
 GX0015
 GX0015                          SUPERSEDED SURVEY CONTROL
 GX0015
 GX0015  NAD 83(1986)-  37 48 44.31962(N)    080 03 59.95526(W) AD(       ) 3
 GX0015  NAD 27      -  37 48 43.87578(N)    080 04 00.73049(W) AD(       ) 3
 GX0015  NGVD 29 (07/19/86)  483.13   (m)         1585.1    (f) LEVELING    3  
 GX0015
 GX0015.Superseded values are not recommended for survey control.
 GX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0015.See file dsdata.txt to determine how the superseded data were derived.
 GX0015
 GX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8215585401(NAD 83)
 GX0015_MARKER: DE = TRAVERSE STATION DISK
 GX0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0015_STAMPING: COVE 2 1963
 GX0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0015+STABILITY: SURFACE MOTION
 GX0015
 GX0015  HISTORY     - Date     Condition        Report By
 GX0015  HISTORY     - 1963     MONUMENTED       CGS
 GX0015  HISTORY     - 1963     GOOD             CGS
 GX0015
 GX0015                          STATION DESCRIPTION
 GX0015
 GX0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCB)
 GX0015'STATION IS LOCATED ABOUT 5 MILES WEST NORTHWEST OF COVINGTON
 GX0015'ON THE SOUTH SLOPE OF A HILL AND IN A PASTURE.  STATION IS
 GX0015'75 FEET EAST OF A WIRE FENCE, ABOUT 100 YARDS SOUTH OF A
 GX0015'HOUSE AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK
 GX0015'IS A STANDARD TRAVERSE DISK SET FLUSH IN A CONCRETE MONUMENT
 GX0015'WHICH IS ABOUT 1 FOOT SQUARE AND 1 INCH BELOW THE SURFACE
 GX0015'OF THE GROUND AND THE DISK IS STAMPED COVE 2 1963.
 GX0015'
 GX0015'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRAVERSE
 GX0015'STATION COVE 1957 AND THE DISTANCE IS 24.507 METERS OR 80.40
 GX0015'FEET EAST.
 GX0015'
 GX0015'TO REACH STATION FROM THE POST OFFICE IN COVINGTON GO WEST
 GX0015'ON U.S. HIGHWAY 60 FOR 5.15 MILES TO A SIDE ROAD RIGHT.
 GX0015'TURN RIGHT AND GO NORTHWESTERLY ON GRAVEL ROAD FOR 0.4 MILE
 GX0015'TO A DIM TRACK ROAD ON RIGHT.  TURN RIGHT AND GO 0.05 MILE
 GX0015'TO A WOODEN GATE.  PASS THROUGH GATE AND GO ACROSS OPEN
 GX0015'PASTURE FOR 0.05 MILE TO A WIRE FENCE.  STATION IS 75 FEET
 GX0015'EAST OF FENCE.  NOTE--THE CONSTRUCTION OF THE NEW INTERSTATE
 GX0015'HIGHWAY WILL MAKE THIS DESCRIPTION OBSOLETE.
 GX0015
 GX0015                          STATION RECOVERY (1963)
 GX0015
 GX0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX0015'0.6 MI N FROM CALLAGHAN.
 GX0015'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 GX0015'OF STATE HIGHWAY 159 AT CALLAGHAN, THENCE ABOUT 0.4 MILE NORTH AND
 GX0015'NORTHEAST ALONG A BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.05
 GX0015'MILE SOUTHEAST ALONG A DIM TRACK ROAD THRU WOODS AND INTO OPEN
 GX0015'PASTURE, ACROSS PASTURE TO FENCE LINE, 75 FEET EAST OF FENCE, ABOUT
 GX0015'100 YARDS SOUTH OF A HOUSE, 1.0 FOOT SOUTH OF STEEL WITNESS POST,
 GX0015'AND SET IN A 1-FOOT SQUARE CONCRETE POST, ABOUT 1 INCH BELOW THE
 GX0015'SURFACE.  NOTE-- THE COMPLETION OF INTERSTATE HIGHWAY WILL MAKE
 GX0015'THIS DESCRIPTION OBSOLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3761 ***********************************************************************
 GV3761  DESIGNATION -  COVE VFC 1931
 GV3761  PID         -  GV3761
 GV3761  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3761  USGS QUAD   -  REEDVILLE (1992)
 GV3761
 GV3761                         *CURRENT SURVEY CONTROL
 GV3761  ___________________________________________________________________
 GV3761* NAD 83(1993)-  37 49 11.03319(N)    076 18 54.32992(W)     ADJUSTED  
 GV3761* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3761  ___________________________________________________________________
 GV3761  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 GV3761  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 GV3761
 GV3761  HORZ ORDER  -  THIRD
 GV3761
 GV3761.The horizontal coordinates were established by classical geodetic methods
 GV3761.and adjusted by the National Geodetic Survey in November 1994..
 GV3761
 GV3761.The orthometric height was scaled from a topographic map.
 GV3761
 GV3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3761
 GV3761.The geoid height was determined by GEOID03.
 GV3761
 GV3761;                    North         East     Units Scale Factor Converg.
 GV3761;SPC VA S     - 1,167,182.857 3,692,352.993   MT  0.99997648   +1 19 33.9
 GV3761;SPC VA S     - 3,829,332.42 12,113,994.78   sFT  0.99997648   +1 19 33.9
 GV3761;UTM  18      - 4,186,628.749   384,253.857   MT  0.99976501   -0 48 23.3
 GV3761
 GV3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3761!SPC VA S     -   1.00000531  x   0.99997648  =   0.99998179
 GV3761!UTM  18      -   1.00000531  x   0.99976501  =   0.99977032
 GV3761
 GV3761:                Primary Azimuth Mark                     Grid Az
 GV3761:SPC VA S     -  LEWIS VFC 1931                           332 53 01.1
 GV3761:UTM  18      -  LEWIS VFC 1931                           335 00 58.3
 GV3761
 GV3761|---------------------------------------------------------------------|
 GV3761| PID    Reference Object                     Distance      Geod. Az  |
 GV3761|                                                           dddmmss.s |
 GV3761| GV3782 LEWIS VFC 1931                      APPROX. 1.1 KM 3341235.0 |
 GV3761|---------------------------------------------------------------------|
 GV3761
 GV3761                          SUPERSEDED SURVEY CONTROL
 GV3761
 GV3761  NAD 83(1993)-  37 49 11.03924(N)    076 18 54.34394(W) AD(       ) 3
 GV3761  NAD 83(1986)-  37 49 11.03806(N)    076 18 54.35254(W) AD(       ) 3
 GV3761  NAD 27      -  37 49 10.57400(N)    076 18 55.54700(W) AD(       ) 3
 GV3761
 GV3761.Superseded values are not recommended for survey control.
 GV3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3761.See file dsdata.txt to determine how the superseded data were derived.
 GV3761
 GV3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8425486629(NAD 83)
 GV3761_MARKER: I = METAL ROD
 GV3761_SETTING: 0 = UNSPECIFIED SETTING
 GV3761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3761
 GV3761  HISTORY     - Date     Condition        Report By
 GV3761  HISTORY     - 1931     MONUMENTED       VACF
 GV3761  HISTORY     - 1943     GOOD             CGS
 GV3761  HISTORY     - 1955     GOOD             CGS
 GV3761  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3761  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3761
 GV3761                          STATION DESCRIPTION
 GV3761
 GV3761'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3761'ON GREAT WICOMICO RIVER, ON A SANDY BEACH 10 YARDS FROM MEAN
 GV3761'HIGH WATER LEVEL.  A LOW SQUATTY PINE BACK OF STATION IS
 GV3761'MARKED BY A TRIANGLE IN DIRECTION OF THE MARKER.  MARKED BY A
 GV3761'4-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE SURROUNDED BELOW
 GV3761'THE SURFACE OF THE LAND BY A CONCRETE BLOCK.
 GV3761
 GV3761                          STATION RECOVERY (1943)
 GV3761
 GV3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3761'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3761'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT FOR
 GV3761'THE FOLLOWING--
 GV3761'
 GV3761'THE MARKED PINE IS GONE.  THE STATION IS IN THE EDGE OF A
 GV3761'SMALL MARSH AND ABOUT 3 YARDS FROM THE MEAN HIGH-WATER MARK.
 GV3761'THE GIVEN ANGLES WERE USED TO LOCATE THE MARK AND WERE CHECKED
 GV3761'AND FOUND CORRECT, EXCEPT THAT STATION LEWIS 1931 HAS WASHED
 GV3761'AWAY AND THE TRIANGLE IN THE PINE IS GONE.
 GV3761
 GV3761                          STATION RECOVERY (1955)
 GV3761
 GV3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3761'STATION RECOVERED AS DESCRIBED IN THE RECOVERY NOTES OF R.L.S.
 GV3761'IN 1943.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 GV3761'FOLLOWING ADDITION--
 GV3761'
 GV3761'STATION IS 6.8 M. BACK OF THE MEAN HIGH-WATERLINE.
 GV3761
 GV3761                          STATION RECOVERY (1995)
 GV3761
 GV3761'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3761'MARK NOT FOUND.
 GV3761
 GV3761                          STATION RECOVERY (2002)
 GV3761
 GV3761'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2285 ***********************************************************************
 GW2285  DESIGNATION -  COVINGTON RAD STA WCFE MAST
 GW2285  PID         -  GW2285
 GW2285  STATE/COUNTY-  VA/C OF COVINGTON
 GW2285  USGS QUAD   -  COVINGTON (1984)
 GW2285
 GW2285                         *CURRENT SURVEY CONTROL
 GW2285  ___________________________________________________________________
 GW2285* NAD 83(1993)-  37 46 03.44084(N)    079 59 04.36741(W)     ADJUSTED  
 GW2285* NAVD 88     -                                                        
 GW2285  ___________________________________________________________________
 GW2285  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GW2285  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW2285
 GW2285  HORZ ORDER  -  THIRD
 GW2285
 GW2285.The horizontal coordinates were established by classical geodetic methods
 GW2285.and adjusted by the National Geodetic Survey in November 1994..
 GW2285
 GW2285
 GW2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2285
 GW2285.The geoid height was determined by GEOID03.
 GW2285
 GW2285;                    North         East     Units Scale Factor Converg.
 GW2285;SPC VA S     - 1,160,201.671 3,369,207.605   MT  0.99996973   -0 54 03.6
 GW2285;SPC VA S     - 3,806,428.32 11,053,808.62   sFT  0.99996973   -0 54 03.6
 GW2285;UTM  17      - 4,180,518.185   589,435.874   MT  0.99969852   +0 37 19.1
 GW2285
 GW2285                          SUPERSEDED SURVEY CONTROL
 GW2285
 GW2285  NAD 83(1986)-  37 46 03.44003(N)    079 59 04.38328(W) AD(       ) 4
 GW2285  NAD 27      -  37 46 02.98900(N)    079 59 05.17600(W) AD(       ) 3
 GW2285
 GW2285.Superseded values are not recommended for survey control.
 GW2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2285.See file dsdata.txt to determine how the superseded data were derived.
 GW2285
 GW2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8943680518(NAD 83)
 GW2285_MARKER: 42 = RADIO/TV MAST
 GW2285
 GW2285  HISTORY     - Date     Condition        Report By
 GW2285  HISTORY     - 1958     FIRST OBSERVED   CGS
 GW2285
 GW2285                          STATION DESCRIPTION
 GW2285
 GW2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2285'THE STATION IS THE CENTER OF THE TOP OF THE THREE LEGGED STEEL
 GW2285'MAST, PAINTED RED AND WHITE IN ALTERNATING BLOCKS.  THE RADIO
 GW2285'STATION IS LOCATED WEST OF THE TOWN OF COVINGTON AND IS
 GW2285'MANAGED BY MR. EARL W. KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1472 ***********************************************************************
 HW1472  DESIGNATION -  COW
 HW1472  PID         -  HW1472
 HW1472  STATE/COUNTY-  VA/ROCKINGHAM
 HW1472  USGS QUAD   -  COW KNOB (1967)
 HW1472
 HW1472                         *CURRENT SURVEY CONTROL
 HW1472  ___________________________________________________________________
 HW1472* NAD 83(1993)-  38 41 30.02560(N)    079 05 26.19010(W)     ADJUSTED  
 HW1472* NAVD 88     -      1229.987  (meters)    4035.38   (feet)  ADJUSTED  
 HW1472  ___________________________________________________________________
 HW1472  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 HW1472  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1472  DYNAMIC HT  -        1228.951 (meters)    4031.98  (feet)  COMP
 HW1472  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 HW1472
 HW1472  HORZ ORDER  -  SECOND
 HW1472  VERT ORDER  -  SECOND    CLASS 0
 HW1472
 HW1472.The horizontal coordinates were established by classical geodetic methods
 HW1472.and adjusted by the National Geodetic Survey in November 1994..
 HW1472
 HW1472.The orthometric height was determined by differential leveling
 HW1472.and adjusted by the National Geodetic Survey in June 1991..
 HW1472
 HW1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1472
 HW1472.The geoid height was determined by GEOID03.
 HW1472
 HW1472.The dynamic height is computed by dividing the NAVD 88
 HW1472.geopotential number by the normal gravity value computed on the
 HW1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1472.degrees latitude (g = 980.6199 gals.).
 HW1472
 HW1472.The modeled gravity was interpolated from observed gravity values.
 HW1472
 HW1472;                    North         East     Units Scale Factor Converg.
 HW1472;SPC VA N     - 2,113,939.879 3,448,619.384   MT  0.99994922   -0 22 07.0
 HW1472;SPC VA N     - 6,935,484.42 11,314,345.43   sFT  0.99994922   -0 22 07.0
 HW1472;SPC WV S     -   189,472.026   766,101.582   MT  0.99996479   +1 10 49.4
 HW1472;UTM  17      - 4,284,292.275   666,059.520   MT  0.99993959   +1 11 38.0
 HW1472
 HW1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1472!SPC VA N     -   0.99981201  x   0.99994922  =   0.99976124
 HW1472!SPC WV S     -   0.99981201  x   0.99996479  =   0.99977681
 HW1472!UTM  17      -   0.99981201  x   0.99993959  =   0.99975161
 HW1472
 HW1472:                Primary Azimuth Mark                     Grid Az
 HW1472:SPC VA N     -  CHURCH                                   073 46 09.1
 HW1472:SPC WV S     -  CHURCH                                   072 13 12.7
 HW1472:UTM  17      -  CHURCH                                   072 12 24.1
 HW1472
 HW1472|---------------------------------------------------------------------|
 HW1472| PID    Reference Object                     Distance      Geod. Az  |
 HW1472|                                                           dddmmss.s |
 HW1472| HW3413 CHURCH                              APPROX.18.6 KM 0732402.1 |
 HW1472| HW1474 COW RM 2                              6.298 METERS 11200     |
 HW1472| HW1475 COW RM 3                              4.028 METERS 16919     |
 HW1472| HW3441 COW KNOB LOOKOUT TOWER                6.439 METERS 30553     |
 HW1472| HW3440 COW USGS 1933                       147.921 METERS 33937     |
 HW1472| HW1473 COW RM 1                              7.159 METERS 34107     |
 HW1472|---------------------------------------------------------------------|
 HW1472
 HW1472                          SUPERSEDED SURVEY CONTROL
 HW1472
 HW1472  NAD 83(1986)-  38 41 30.02702(N)    079 05 26.19365(W) AD(       ) 2
 HW1472  NAD 27      -  38 41 29.61570(N)    079 05 27.07470(W) AD(       ) 2
 HW1472  NGVD 29 (??/??/92) 1230.034  (m)         4035.54   (f) ADJ UNCH    2 0
 HW1472
 HW1472.Superseded values are not recommended for survey control.
 HW1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1472.See file dsdata.txt to determine how the superseded data were derived.
 HW1472
 HW1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6606084292(NAD 83)
 HW1472_MARKER: DS = TRIANGULATION STATION DISK
 HW1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1472_STAMPING: COW 1933
 HW1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1472+STABILITY: SURFACE MOTION
 HW1472
 HW1472  HISTORY     - Date     Condition        Report By
 HW1472  HISTORY     - 1933     MONUMENTED       CGS
 HW1472  HISTORY     - 1935     GOOD             NGS
 HW1472  HISTORY     - 1956     GOOD             CGS
 HW1472  HISTORY     - 1960     GOOD             CGS
 HW1472  HISTORY     - 1960     GOOD             NGS
 HW1472
 HW1472                          STATION DESCRIPTION
 HW1472
 HW1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW1472'STATION IS ABOUT 9.5 MILES WNW OF FULKS RUN, VIRGINIA, ABOUT
 HW1472'9.5 MILES NE OF BRANDYWINE, WEST VIRGINIA, IN THE SHENANDOAH
 HW1472'MOUNTAINS ON THE VIRGINIA-WEST VIRGINIA LINE, ON THE SUMMIT
 HW1472'OF COW KNOB, AT THE COW KNOB FIRE TOWER, 20 FEET SE OF THE SE
 HW1472'SUPPORT OF THE FIRE TOWER.  TRUCK CAN BE DRIVEN TO THE STATION.
 HW1472'
 HW1472'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 HW1472'IN CONCRETE AS DESCRIBED.
 HW1472'
 HW1472'REFERENCE MARK NO. 1 IS N OF THE STATION, A STANDARD BRONZE
 HW1472'DISK SET IN THE NE FOOTING OF THE FIRE TOWER.
 HW1472'
 HW1472'REFERENCE MARK NO. 2 IS SE OF THE STATION, A STANDARD BRONZE
 HW1472'DISK WEDGED IN A DRILL HOLE IN A SMALL BOULDER.
 HW1472'
 HW1472'REFERENCE MARK NO. 3 IS SW OF THE STATION, A STANDARD BRONZE
 HW1472'DISK SET IN A ROCK OUTCROP.
 HW1472'
 HW1472'COW U.S.G.S., AN OLD GEOLOGICAL SURVEY STATION, MARKED BY A
 HW1472'STANDARD U.S.G.S. DISK SET IN A ROCK OUTCROP, AND USED AS AN
 HW1472'AZIMUTH MARK IS ABOUT 500 FEET NNW OF THE STATION ON AN
 HW1472'ADJOINING KNOB OF SLIGHTLY LESSER ELEVATION, 60 FEET W OF DIM
 HW1472'ROAD RUNNING N ALONG KNOB, 58.8 FEET NW OF OAK TREE WITH
 HW1472'TRIANGULAR BLAZE.
 HW1472'
 HW1472'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 HW1472
 HW1472                          STATION RECOVERY (1935)
 HW1472
 HW1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW1472'AT COW KNOB.
 HW1472'5.0 MILES NORTHEAST ALONG THE COW KNOB ROAD FROM HALL SPRINGS,
 HW1472'ROCKINGHAM COUNTY, AT COW KNOB, AT THE LOOKOUT STATION, 40
 HW1472'FEET NORTH OF A HOUSE, AND 8 FEET EAST OF THE SOUTHEAST LEG OF
 HW1472'THE LOOKOUT TOWER.  A STANDARD TRIANGULATION-STATION DISK,
 HW1472'STAMPED COW 1933 AND SET IN THE TOP OF A CONCRETE-POST.
 HW1472
 HW1472                          STATION RECOVERY (1956)
 HW1472
 HW1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW1472'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 HW1472'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 HW1472'
 HW1472'THE STATION IS LOCATED NEAR THE COW KNOB LOOKOUT TOWER ON THE
 HW1472'SUMMIT OF A TIMBERED MOUNTAIN AIRLINE ABOUT 13 MILES
 HW1472'EAST-NORTHEAST OF FRANKLIN, 9 MILES NORTHEAST OF BRANDYWINE,
 HW1472'AND 9 MILES SOUTHWEST OF BERGTON.
 HW1472'
 HW1472'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, WEST
 HW1472'VIRGINIA GO NORTH ON U.S. HIGHWAY 220 FOR 0.3 MILE TO A FORK.
 HW1472'TAKE THE RIGHT FORK AND GO NORTHEAST AND EAST ON U.S. HIGHWAY
 HW1472'33 FOR 8.0 MILES TO A JUNCTION IN THE CENTER OF THE VILLAGE
 HW1472'OF OAK FLATS.  TURN LEFT AS PER SIGN FT. SEYBERT AND GO NORTH
 HW1472'1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTH 1.0 MILE
 HW1472'TO THE VILLAGE OF FORT SEYBERT.  KEEP STRAIGHT AHEAD AND GO
 HW1472'NORTHEAST AND NORTH 1.0 MILE TO A STEEL BRIDGE.  CROSS OVER
 HW1472'THE BRIDGE AND GO EAST AND NORTH 2.1 MILES TO A SIDE ROAD
 HW1472'ON THE RIGHT.  TURN RIGHT AS PER SIGN COW KNOB L.O. 8-1/2 IN
 HW1472'AND GO EAST 3.2 MILES TO A SMALL SAWMILL ON THE LEFT.  KEEP
 HW1472'STRAIGHT AHEAD AND GO SOUTHEAST AND EAST 2.8 MILES TO A
 HW1472'FORK AT THE TOP OF THE RIDGE.  TAKE THE LEFT FORK AND GO NORTH
 HW1472'2.4 MILES TO THE SUMMIT OF THE MOUNTAIN, THE LOOKOUT TOWER, AND
 HW1472'THE STATION.
 HW1472'
 HW1472'THE STATION MARK IS A STANDARD DISK STAMPED COW 1933 SET IN
 HW1472'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HW1472'THE TOP OF THE GROUND.  IT IS 9 FEET SOUTHEAST OF THE SOUTHEAST
 HW1472'LEG OF THE LOOKOUT TOWER.
 HW1472'
 HW1472'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COW NO 1 1933
 HW1472'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF
 HW1472'THE NORTHEAST LEG OF THE LOOKOUT TOWER.  IT PROJECTS 3 INCHES
 HW1472'ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.
 HW1472'
 HW1472'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COW NO 2 1933
 HW1472'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 HW1472'6 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS THE
 HW1472'STATION.
 HW1472'
 HW1472'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED COW NO 3 1933
 HW1472'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 HW1472'6 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS THE
 HW1472'STATION.
 HW1472'
 HW1472'COW KNOB LOOKOUT TOWER IS A STEEL STRUCTURE 17.5 FEET WIDE
 HW1472'AT THE BASE AND 32 FEET HIGH TO THE FLOOR OF A 14-FOOT SQUARE
 HW1472'WOODEN BUILDING BUILT ON TOP.  IT IS SET ON GROUND THAT IS
 HW1472'THE SAME ELEVATION AS THE STATION.
 HW1472'
 HW1472'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY DISK THAT IS
 HW1472'UNSTAMPED AND CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 HW1472'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF
 HW1472'A WITNESS POST, 70 FEET SOUTHWEST OF A FENCE LINE, AND 60 FEET
 HW1472'SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL CLEARING.
 HW1472'
 HW1472'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST 0.1
 HW1472'MILE TO A DIM ROAD ON THE LEFT.  TURN SHARP LEFT AND GO NORTH
 HW1472'0.15 MILE TO A SMALL CLEARING AND THE AZIMUTH MARK ON THE LEFT.
 HW1472'
 HW1472'HEIGHT OF STAND--19.40 M.
 HW1472
 HW1472                          STATION RECOVERY (1960)
 HW1472
 HW1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 HW1472'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HW1472'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HW1472
 HW1472                          STATION RECOVERY (1960)
 HW1472
 HW1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1665 ***********************************************************************
 GW1665  DESIGNATION -  COW
 GW1665  PID         -  GW1665
 GW1665  STATE/COUNTY-  VA/ALLEGHANY
 GW1665  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1665
 GW1665                         *CURRENT SURVEY CONTROL
 GW1665  ___________________________________________________________________
 GW1665* NAD 83(1993)-  37 47 53.30624(N)    079 44 12.31424(W)     ADJUSTED  
 GW1665* NAVD 88     -       349.205  (meters)    1145.68   (feet)  ADJUSTED  
 GW1665  ___________________________________________________________________
 GW1665  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 GW1665  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW1665  DYNAMIC HT  -         348.931 (meters)    1144.78  (feet)  COMP
 GW1665  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 GW1665
 GW1665  HORZ ORDER  -  SECOND
 GW1665  VERT ORDER  -  SECOND    CLASS 0
 GW1665
 GW1665.The horizontal coordinates were established by classical geodetic methods
 GW1665.and adjusted by the National Geodetic Survey in November 1994..
 GW1665
 GW1665.The orthometric height was determined by differential leveling
 GW1665.and adjusted by the National Geodetic Survey in June 1991..
 GW1665
 GW1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1665
 GW1665.The geoid height was determined by GEOID03.
 GW1665
 GW1665.The dynamic height is computed by dividing the NAVD 88
 GW1665.geopotential number by the normal gravity value computed on the
 GW1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1665.degrees latitude (g = 980.6199 gals.).
 GW1665
 GW1665.The modeled gravity was interpolated from observed gravity values.
 GW1665
 GW1665;                    North         East     Units Scale Factor Converg.
 GW1665;SPC VA S     - 1,163,273.910 3,391,081.770   MT  0.99997358   -0 45 02.2
 GW1665;SPC VA S     - 3,816,507.82 11,125,574.11   sFT  0.99997358   -0 45 02.2
 GW1665;UTM  17      - 4,184,170.165   611,215.213   MT  0.99975234   +0 46 27.5
 GW1665
 GW1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1665!SPC VA S     -   0.99995026  x   0.99997358  =   0.99992384
 GW1665!UTM  17      -   0.99995026  x   0.99975234  =   0.99970261
 GW1665
 GW1665:                Primary Azimuth Mark                     Grid Az
 GW1665:SPC VA S     -  LOLA 1957                                100 51 34.9
 GW1665:UTM  17      -  LOLA 1957                                099 20 05.2
 GW1665
 GW1665|---------------------------------------------------------------------|
 GW1665| PID    Reference Object                     Distance      Geod. Az  |
 GW1665|                                                           dddmmss.s |
 GW1665| GW2253 LOLA 1957                           APPROX. 1.3 KM 1000632.7 |
 GW1665|---------------------------------------------------------------------|
 GW1665
 GW1665                          SUPERSEDED SURVEY CONTROL
 GW1665
 GW1665  NAD 83(1986)-  37 47 53.30546(N)    079 44 12.32969(W) AD(       ) 2
 GW1665  NAD 27      -  37 47 52.83790(N)    079 44 13.16040(W) AD(       ) 2
 GW1665  NGVD 29 (??/??/92)  349.393  (m)         1146.30   (f) ADJ UNCH    2 0
 GW1665
 GW1665.Superseded values are not recommended for survey control.
 GW1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1665.See file dsdata.txt to determine how the superseded data were derived.
 GW1665
 GW1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1121584170(NAD 83)
 GW1665_MARKER: DE = TRAVERSE STATION DISK
 GW1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1665_STAMPING: COW 1957
 GW1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1665+STABILITY: SURFACE MOTION
 GW1665
 GW1665  HISTORY     - Date     Condition        Report By
 GW1665  HISTORY     - 1957     MONUMENTED       CGS
 GW1665  HISTORY     - 1958     GOOD             NGS
 GW1665
 GW1665                          STATION DESCRIPTION
 GW1665
 GW1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW1665'STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF CLIFTON
 GW1665'FORGE, 1 MILE SOUTH-SOUTHEAST OF THE SHARON SCHOOL AND 0.15
 GW1665'MILE SOUTH OF U.S. HIGHWAY 60.
 GW1665'
 GW1665'STATION, STAMPED COW 1957, PROJECTS ABOUT 1 INCH, IS 27
 GW1665'FEET NORTH OF A TRIANGULAR BLAZED PINE TREE, 5 FEET NORTHEAST
 GW1665'OF A SHEET METAL WITNESS POST AND 4 FEET NORTHEAST OF THE
 GW1665'SOUTHWEST EDGE OF CLEARED AREA.
 GW1665'
 GW1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 GW1665'AND STATE HIGHWAY 42 ABOUT 3.5 MILES EAST OF CLIFTON FORGE,
 GW1665'GO SOUTHEAST ON U.S. HIGHWAY 60 FOR 2.75 MILES TO AN IRON
 GW1665'GATE ON THE RIGHT.  TURN RIGHT ON TRACK ROAD FOR 0.1 MILE
 GW1665'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT ON DIM TRACK
 GW1665'ROAD AND GO SOUTHEAST FOR 0.1 MILE TO THE STATION AT THE
 GW1665'SOUTHWEST EDGE OF CLEAR AREA.
 GW1665
 GW1665                          STATION RECOVERY (1958)
 GW1665
 GW1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1665'6.5 MI SE FROM CLIFTON FORGE.
 GW1665'ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1665'HALL AT CLIFTON FORGE, THENCE 0.1 MILE SOUTHWEST ALONG A DIM
 GW1665'GRAVEL ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A TRAIL, NEAR THE
 GW1665'SOUTHWEST EDGE OF A CLEARING, 26 FEET NORTH OF A BLAZED PINE
 GW1665'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GW1665'ABOVE THE GROUND AND 5 FEET NORTHEAST OF A CONCRETE FILLED
 GW1665'GALVANIZED PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3441 ***********************************************************************
 HW3441  DESIGNATION -  COW KNOB LOOKOUT TOWER
 HW3441  PID         -  HW3441
 HW3441  STATE/COUNTY-  VA/ROCKINGHAM
 HW3441  USGS QUAD   -  COW KNOB (1967)
 HW3441
 HW3441                         *CURRENT SURVEY CONTROL
 HW3441  ___________________________________________________________________
 HW3441* NAD 83(1993)-  38 41 30.14801(N)    079 05 26.40598(W)     ADJUSTED  
 HW3441* NAVD 88     -                                                        
 HW3441  ___________________________________________________________________
 HW3441  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 HW3441  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW3441
 HW3441  HORZ ORDER  -  THIRD
 HW3441
 HW3441.The horizontal coordinates were established by classical geodetic methods
 HW3441.and adjusted by the National Geodetic Survey in November 1994..
 HW3441
 HW3441
 HW3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3441
 HW3441.The geoid height was determined by GEOID03.
 HW3441
 HW3441;                    North         East     Units Scale Factor Converg.
 HW3441;SPC VA N     - 2,113,943.687 3,448,614.192   MT  0.99994922   -0 22 07.1
 HW3441;SPC VA N     - 6,935,496.91 11,314,328.39   sFT  0.99994922   -0 22 07.1
 HW3441;SPC WV S     -   189,475.693   766,096.288   MT  0.99996479   +1 10 49.2
 HW3441;UTM  17      - 4,284,295.940   666,054.226   MT  0.99993956   +1 11 37.9
 HW3441
 HW3441                          SUPERSEDED SURVEY CONTROL
 HW3441
 HW3441  NAD 83(1986)-  38 41 30.14951(N)    079 05 26.40948(W) AD(       ) 4
 HW3441  NAD 27      -  38 41 29.73800(N)    079 05 27.29100(W) AD(       ) 3
 HW3441
 HW3441.Superseded values are not recommended for survey control.
 HW3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3441.See file dsdata.txt to determine how the superseded data were derived.
 HW3441
 HW3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6605484296(NAD 83)
 HW3441_MARKER: 57 = LOOKOUT TOWER
 HW3441
 HW3441  HISTORY     - Date     Condition        Report By
 HW3441  HISTORY     - 1956     FIRST OBSERVED   CGS
 HW3441
 HW3441                          STATION DESCRIPTION
 HW3441
 HW3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3441'THE STATION IS LOCATED ABOUT 9-1/2 MILES AIRLINE WEST NORTHWEST
 HW3441'OF FULKS RUN, VIRGINIA, 9-1/2 MILES AIRLINE NORTHEAST OF
 HW3441'BRANDYWINE, VIRGINIA, ON THE HIGHEST PART OF COW KNOB IN THE
 HW3441'SHENANDOAH MOUNTAINS AND ON THE VIRGINIA-WEST VIRGINIA LINE.
 HW3441'
 HW3441'THE LOOKOUT IS A FOUR LEGGED STEEL STRUCTURE WITH A 14 FOOT
 HW3441'SQUARE WOODEN HOUSE ON TOP.  IT IS ABOUT 45 FEET HIGH.  IT IS
 HW3441'21.13 FEET, 6.44 METERS NORTHWEST OF TRIANGULATION STATION COW.
 HW3441'THE CENTER OF THE TOWER WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1473 ***********************************************************************
 HW1473  DESIGNATION -  COW RM 1
 HW1473  PID         -  HW1473
 HW1473  STATE/COUNTY-  VA/ROCKINGHAM
 HW1473  USGS QUAD   -  COW KNOB (1967)
 HW1473
 HW1473                         *CURRENT SURVEY CONTROL
 HW1473  ___________________________________________________________________
 HW1473* NAD 83(1986)-  38 41 30.     (N)    079 05 26.     (W)     SCALED    
 HW1473* NAVD 88     -      1229.921  (meters)    4035.17   (feet)  ADJUSTED  
 HW1473  ___________________________________________________________________
 HW1473  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1473  DYNAMIC HT  -        1228.883 (meters)    4031.76  (feet)  COMP
 HW1473  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 HW1473
 HW1473  VERT ORDER  -  SECOND    CLASS 0
 HW1473
 HW1473.The horizontal coordinates were scaled from a topographic map and have
 HW1473.an estimated accuracy of +/- 6 seconds.
 HW1473
 HW1473.The orthometric height was determined by differential leveling
 HW1473.and adjusted by the National Geodetic Survey in June 1991..
 HW1473
 HW1473.The geoid height was determined by GEOID03.
 HW1473
 HW1473.The dynamic height is computed by dividing the NAVD 88
 HW1473.geopotential number by the normal gravity value computed on the
 HW1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1473.degrees latitude (g = 980.6199 gals.).
 HW1473
 HW1473.The modeled gravity was interpolated from observed gravity values.
 HW1473
 HW1473;                    North         East    Units  Estimated Accuracy
 HW1473;SPC VA N     - 2,113,940.    3,448,620.      MT  (+/- 180 meters Scaled)
 HW1473
 HW1473                          SUPERSEDED SURVEY CONTROL
 HW1473
 HW1473  NGVD 29 (??/??/92) 1229.966  (m)         4035.31   (f) ADJ UNCH    2 0
 HW1473
 HW1473.Superseded values are not recommended for survey control.
 HW1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1473.See file dsdata.txt to determine how the superseded data were derived.
 HW1473
 HW1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC660842(NAD 83)
 HW1473_MARKER: DR = REFERENCE MARK DISK
 HW1473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1473_SP_SET: TOWER
 HW1473_STAMPING: COW NO 1 1933
 HW1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1473
 HW1473  HISTORY     - Date     Condition        Report By
 HW1473  HISTORY     - 1933     MONUMENTED       CGS
 HW1473  HISTORY     - 1935     GOOD             NGS
 HW1473  HISTORY     - 1960     GOOD             NGS
 HW1473
 HW1473                          STATION DESCRIPTION
 HW1473
 HW1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1473'AT COW KNOB.
 HW1473'AT COW KNOB, ROCKINGHAM COUNTY, AT THE LOOKOUT STATION, AT A LEG
 HW1473'OF THE LOOKOUT TOWER, AND IN THE TOP OF THE NORTHEAST CONCRETE
 HW1473'BASE.  A STANDARD REFERENCE-MARK DISK, STAMPED COW NO 1 1933.
 HW1473
 HW1473                          STATION RECOVERY (1960)
 HW1473
 HW1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1474 ***********************************************************************
 HW1474  DESIGNATION -  COW RM 2
 HW1474  PID         -  HW1474
 HW1474  STATE/COUNTY-  VA/ROCKINGHAM
 HW1474  USGS QUAD   -  COW KNOB (1967)
 HW1474
 HW1474                         *CURRENT SURVEY CONTROL
 HW1474  ___________________________________________________________________
 HW1474* NAD 83(1986)-  38 41 30.     (N)    079 05 26.     (W)     SCALED    
 HW1474* NAVD 88     -      1229.883  (meters)    4035.04   (feet)  ADJUSTED  
 HW1474  ___________________________________________________________________
 HW1474  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1474  DYNAMIC HT  -        1228.846 (meters)    4031.64  (feet)  COMP
 HW1474  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 HW1474
 HW1474  VERT ORDER  -  SECOND    CLASS 0
 HW1474
 HW1474.The horizontal coordinates were scaled from a topographic map and have
 HW1474.an estimated accuracy of +/- 6 seconds.
 HW1474
 HW1474.The orthometric height was determined by differential leveling
 HW1474.and adjusted by the National Geodetic Survey in June 1991..
 HW1474
 HW1474.The geoid height was determined by GEOID03.
 HW1474
 HW1474.The dynamic height is computed by dividing the NAVD 88
 HW1474.geopotential number by the normal gravity value computed on the
 HW1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1474.degrees latitude (g = 980.6199 gals.).
 HW1474
 HW1474.The modeled gravity was interpolated from observed gravity values.
 HW1474
 HW1474;                    North         East    Units  Estimated Accuracy
 HW1474;SPC VA N     - 2,113,940.    3,448,620.      MT  (+/- 180 meters Scaled)
 HW1474
 HW1474                          SUPERSEDED SURVEY CONTROL
 HW1474
 HW1474  NGVD 29 (??/??/92) 1229.928  (m)         4035.19   (f) ADJ UNCH    2 0
 HW1474
 HW1474.Superseded values are not recommended for survey control.
 HW1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1474.See file dsdata.txt to determine how the superseded data were derived.
 HW1474
 HW1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC660842(NAD 83)
 HW1474_MARKER: DR = REFERENCE MARK DISK
 HW1474_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1474_STAMPING: COW NO 2 1933
 HW1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1474
 HW1474  HISTORY     - Date     Condition        Report By
 HW1474  HISTORY     - 1933     MONUMENTED       CGS
 HW1474  HISTORY     - 1935     GOOD             NGS
 HW1474  HISTORY     - 1960     GOOD             NGS
 HW1474
 HW1474                          STATION DESCRIPTION
 HW1474
 HW1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1474'AT COW KNOB.
 HW1474'AT COW KNOB, ROCKINGHAM COUNTY, AT THE LOOKOUT STATION, 30
 HW1474'FEET EAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 28 FEET
 HW1474'NORTH OF A HOUSE, AND IN THE TOP OF A SMALL ROCK.  A STANDARD
 HW1474'REFERENCE-MARK DISK, STAMPED COW NO 2 1933.
 HW1474
 HW1474                          STATION RECOVERY (1960)
 HW1474
 HW1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1475 ***********************************************************************
 HW1475  DESIGNATION -  COW RM 3
 HW1475  PID         -  HW1475
 HW1475  STATE/COUNTY-  VA/ROCKINGHAM
 HW1475  USGS QUAD   -  COW KNOB (1967)
 HW1475
 HW1475                         *CURRENT SURVEY CONTROL
 HW1475  ___________________________________________________________________
 HW1475* NAD 83(1986)-  38 41 30.     (N)    079 05 26.     (W)     SCALED    
 HW1475* NAVD 88     -      1229.844  (meters)    4034.91   (feet)  ADJUSTED  
 HW1475  ___________________________________________________________________
 HW1475  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1475  DYNAMIC HT  -        1228.807 (meters)    4031.51  (feet)  COMP
 HW1475  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 HW1475
 HW1475  VERT ORDER  -  SECOND    CLASS 0
 HW1475
 HW1475.The horizontal coordinates were scaled from a topographic map and have
 HW1475.an estimated accuracy of +/- 6 seconds.
 HW1475
 HW1475.The orthometric height was determined by differential leveling
 HW1475.and adjusted by the National Geodetic Survey in June 1991..
 HW1475
 HW1475.The geoid height was determined by GEOID03.
 HW1475
 HW1475.The dynamic height is computed by dividing the NAVD 88
 HW1475.geopotential number by the normal gravity value computed on the
 HW1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1475.degrees latitude (g = 980.6199 gals.).
 HW1475
 HW1475.The modeled gravity was interpolated from observed gravity values.
 HW1475
 HW1475;                    North         East    Units  Estimated Accuracy
 HW1475;SPC VA N     - 2,113,940.    3,448,620.      MT  (+/- 180 meters Scaled)
 HW1475
 HW1475                          SUPERSEDED SURVEY CONTROL
 HW1475
 HW1475  NGVD 29 (??/??/92) 1229.890  (m)         4035.06   (f) ADJ UNCH    2 0
 HW1475
 HW1475.Superseded values are not recommended for survey control.
 HW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1475.See file dsdata.txt to determine how the superseded data were derived.
 HW1475
 HW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC660842(NAD 83)
 HW1475_MARKER: DR = REFERENCE MARK DISK
 HW1475_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HW1475_STAMPING: COW NO 3 1933
 HW1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1475
 HW1475  HISTORY     - Date     Condition        Report By
 HW1475  HISTORY     - 1933     MONUMENTED       CGS
 HW1475  HISTORY     - 1935     GOOD             NGS
 HW1475  HISTORY     - 1960     GOOD             NGS
 HW1475
 HW1475                          STATION DESCRIPTION
 HW1475
 HW1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW1475'AT COW KNOB.
 HW1475'AT COW KNOB, ROCKINGHAM COUNTY, AT THE LOOKOUT STATION, 30
 HW1475'FEET NORTH OF A HOUSE, 18 FEET SOUTH OF THE SOUTHEAST LEG OF
 HW1475'THE LOOKOUT TOWER, AND IN THE TOP OF A SMALL ROCK.  A
 HW1475'STANDARD REFERENCE-MARK DISK, STAMPED COW NO 3 1933.
 HW1475
 HW1475                          STATION RECOVERY (1960)
 HW1475
 HW1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3440 ***********************************************************************
 HW3440  DESIGNATION -  COW USGS 1933
 HW3440  PID         -  HW3440
 HW3440  STATE/COUNTY-  VA/ROCKINGHAM
 HW3440  USGS QUAD   -  COW KNOB (1967)
 HW3440
 HW3440                         *CURRENT SURVEY CONTROL
 HW3440  ___________________________________________________________________
 HW3440* NAD 83(1993)-  38 41 34.52209(N)    079 05 28.32250(W)     ADJUSTED  
 HW3440* NAVD 88     -      1230.     (meters)    4035.     (feet)  SCALED    
 HW3440  ___________________________________________________________________
 HW3440  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 HW3440  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW3440
 HW3440  HORZ ORDER  -  SECOND
 HW3440
 HW3440.The horizontal coordinates were established by classical geodetic methods
 HW3440.and adjusted by the National Geodetic Survey in November 1994..
 HW3440
 HW3440.The orthometric height was scaled from a topographic map.
 HW3440
 HW3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3440
 HW3440.The geoid height was determined by GEOID03.
 HW3440
 HW3440;                    North         East     Units Scale Factor Converg.
 HW3440;SPC VA N     - 2,114,078.854 3,448,568.747   MT  0.99994925   -0 22 08.3
 HW3440;SPC VA N     - 6,935,940.37 11,314,179.30   sFT  0.99994925   -0 22 08.3
 HW3440;UTM  17      - 4,284,429.817   666,005.113   MT  0.99993936   +1 11 36.8
 HW3440
 HW3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3440!SPC VA N     -   0.99981202  x   0.99994925  =   0.99976128
 HW3440!UTM  17      -   0.99981202  x   0.99993936  =   0.99975139
 HW3440
 HW3440                          SUPERSEDED SURVEY CONTROL
 HW3440
 HW3440  NAD 83(1986)-  38 41 34.52349(N)    079 05 28.32605(W) AD(       ) 2
 HW3440  NAD 27      -  38 41 34.11230(N)    079 05 29.20690(W) AD(       ) 2
 HW3440
 HW3440.Superseded values are not recommended for survey control.
 HW3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3440.See file dsdata.txt to determine how the superseded data were derived.
 HW3440
 HW3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC6600584430(NAD 83)
 HW3440_MARKER: DD = SURVEY DISK
 HW3440_SETTING: 66 = SET IN ROCK OUTCROP
 HW3440_SP_SET: SET IN ROCK OUTCROP
 HW3440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3440+STABILITY: POSITION/ELEVATION WELL
 HW3440
 HW3440  HISTORY     - Date     Condition        Report By
 HW3440  HISTORY     - 1933     MONUMENTED       USGS
 HW3440
 HW3440                          STATION DESCRIPTION
 HW3440
 HW3440'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 HW3440'STATION IS ABOUT 9.5 MILES WNW OF FULKS RUN, VIRGINIA, ABOUT
 HW3440'9.5 MILES NE OF BRANDYWINE, WEST VIRGINIA, IN THE SHENANDOAH
 HW3440'MOUNTAINS ON THE VIRGINIA-WEST VIRGINIA LINE, ON THE SUMMIT
 HW3440'OF COW KNOB, AT THE COW KNOB FIRE TOWER,
 HW3440'TRUCK CAN BE DRIVEN TO THE STATION.
 HW3440'
 HW3440'COW U.S.G.S., AN OLD GEOLOGICAL SURVEY STATION, MARKED BY A
 HW3440'STANDARD U.S.G.S. DISK SET IN A ROCK OUTCROP,
 HW3440'IS ABOUT 500 FEET NNW OF STATION COW ON AN
 HW3440'ADJOINING KNOB OF SLIGHTLY LESSER ELEVATION, 60 FEET W OF DIM
 HW3440'ROAD RUNNING N ALONG KNOB, 58.8 FEET NW OF OAK TREE WITH
 HW3440'TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3828 ***********************************************************************
 GV3828  DESIGNATION -  COWART 1931
 GV3828  PID         -  GV3828
 GV3828  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3828  USGS QUAD   -  HEATHSVILLE (1992)
 GV3828
 GV3828                         *CURRENT SURVEY CONTROL
 GV3828  ___________________________________________________________________
 GV3828* NAD 83(1993)-  37 59 42.83518(N)    076 28 17.77967(W)     ADJUSTED  
 GV3828* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3828  ___________________________________________________________________
 GV3828  LAPLACE CORR-          -6.53  (seconds)                    DEFLEC99
 GV3828  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 GV3828
 GV3828  HORZ ORDER  -  THIRD
 GV3828
 GV3828.The horizontal coordinates were established by classical geodetic methods
 GV3828.and adjusted by the National Geodetic Survey in November 1994..
 GV3828
 GV3828.The orthometric height was scaled from a topographic map.
 GV3828
 GV3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3828
 GV3828.The geoid height was determined by GEOID03.
 GV3828
 GV3828;                    North         East     Units Scale Factor Converg.
 GV3828;SPC VA S     - 1,186,350.318 3,678,157.661   MT  1.00000534   +1 13 51.9
 GV3828;SPC VA S     - 3,892,217.67 12,067,422.26   sFT  1.00000534   +1 13 51.9
 GV3828;SPC VA N     - 2,038,438.402 3,678,157.159   MT  1.00000694   +1 15 57.4
 GV3828;SPC VA N     - 6,687,776.66 12,067,420.61   sFT  1.00000694   +1 15 57.4
 GV3828;UTM  18      - 4,206,307.647   370,785.132   MT  0.99980564   -0 54 21.7
 GV3828
 GV3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3828!SPC VA S     -   1.00000551  x   1.00000534  =   1.00001085
 GV3828!SPC VA N     -   1.00000551  x   1.00000694  =   1.00001245
 GV3828!UTM  18      -   1.00000551  x   0.99980564  =   0.99981114
 GV3828
 GV3828:                Primary Azimuth Mark                     Grid Az
 GV3828:SPC VA S     -  GARNER 1931                              061 06 45.2
 GV3828:SPC VA N     -  GARNER 1931                              061 04 39.7
 GV3828:UTM  18      -  GARNER 1931                              063 14 58.8
 GV3828
 GV3828|---------------------------------------------------------------------|
 GV3828| PID    Reference Object                     Distance      Geod. Az  |
 GV3828|                                                           dddmmss.s |
 GV3828| GV3833 GARNER 1931                         APPROX. 0.5 KM 0622037.1 |
 GV3828|---------------------------------------------------------------------|
 GV3828
 GV3828                          SUPERSEDED SURVEY CONTROL
 GV3828
 GV3828  NAD 83(1993)-  37 59 42.83346(N)    076 28 17.78202(W) AD(       ) 3
 GV3828  NAD 83(1986)-  37 59 42.83635(N)    076 28 17.79547(W) AD(       ) 3
 GV3828  NAD 27      -  37 59 42.36700(N)    076 28 18.95600(W) AD(       ) 3
 GV3828
 GV3828.Superseded values are not recommended for survey control.
 GV3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3828.See file dsdata.txt to determine how the superseded data were derived.
 GV3828
 GV3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7078506308(NAD 83)
 GV3828_MARKER: I = METAL ROD
 GV3828_SETTING: 0 = UNSPECIFIED SETTING
 GV3828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3828
 GV3828  HISTORY     - Date     Condition        Report By
 GV3828  HISTORY     - 1931     MONUMENTED       VACF
 GV3828  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3828  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3828
 GV3828                          STATION DESCRIPTION
 GV3828
 GV3828'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3828'STATION IS NE OF COWARTS HOUSE NEAR THE EDGE OF THE BLUFF IN
 GV3828'WHAT APPEARS TO BE A CONTINUATION OF THE COUNTY ROAD LEADING
 GV3828'TO COWARTS WHARF.  MARKED BY A 4-FOOT SECTION OF 1-INCH -GALVANIZED
 GV3828'IRON PIPE SURROUNDED BELOW THE SURFACE OF THE GORUND BY A
 GV3828'BLOCK OF CONCRETE.
 GV3828'
 GV3828'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.50 METERS.
 GV3828
 GV3828                          STATION RECOVERY (1943)
 GV3828
 GV3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3828'A THOROUGH TWO-HOUR SEARCH WAS MADE, BUT THE STATION WAS NOT
 GV3828'RECOVERED.  THE BLUFF, ROAD, AND BREAKWATER ARE STILL INTACT
 GV3828'AS DESCRIBED.  IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED
 GV3828'LOST.
 GV3828
 GV3828                          STATION RECOVERY (2002)
 GV3828
 GV3828'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3805 ***********************************************************************
 GV3805  DESIGNATION -  COWPEN VFC 1931
 GV3805  PID         -  GV3805
 GV3805  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3805  USGS QUAD   -  LANCASTER (1968)
 GV3805
 GV3805                         *CURRENT SURVEY CONTROL
 GV3805  ___________________________________________________________________
 GV3805* NAD 83(1993)-  37 51 47.74464(N)    076 23 09.98474(W)     ADJUSTED  
 GV3805* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV3805  ___________________________________________________________________
 GV3805  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 GV3805  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 GV3805
 GV3805  HORZ ORDER  -  THIRD
 GV3805
 GV3805.The horizontal coordinates were established by classical geodetic methods
 GV3805.and adjusted by the National Geodetic Survey in November 1994..
 GV3805
 GV3805.The orthometric height was scaled from a topographic map.
 GV3805
 GV3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3805
 GV3805.The geoid height was determined by GEOID03.
 GV3805
 GV3805;                    North         East     Units Scale Factor Converg.
 GV3805;SPC VA S     - 1,171,870.853 3,685,993.901   MT  0.99998276   +1 16 58.7
 GV3805;SPC VA S     - 3,844,712.96 12,093,131.66   sFT  0.99998276   +1 16 58.7
 GV3805;UTM  18      - 4,191,549.185   378,074.942   MT  0.99978310   -0 51 03.1
 GV3805
 GV3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3805!SPC VA S     -   1.00000511  x   0.99998276  =   0.99998787
 GV3805!UTM  18      -   1.00000511  x   0.99978310  =   0.99978821
 GV3805
 GV3805|---------------------------------------------------------------------|
 GV3805| PID    Reference Object                     Distance      Geod. Az  |
 GV3805|                                                           dddmmss.s |
 GV3805| GV3810 MILL VFC 1931                       329.061 METERS 05748     |
 GV3805| GV3808 HOUSE VFC 1931                      APPROX. 0.6 KM 2752847.8 |
 GV3805| GV3807 HOLLAND VFC 1931                    420.043 METERS 3233838.1 |
 GV3805|---------------------------------------------------------------------|
 GV3805
 GV3805                          SUPERSEDED SURVEY CONTROL
 GV3805
 GV3805  NAD 83(1993)-  37 51 47.75220(N)    076 23 09.99726(W) AD(       ) 3
 GV3805  NAD 83(1986)-  37 51 47.75019(N)    076 23 10.00655(W) AD(       ) 3
 GV3805  NAD 27      -  37 51 47.29800(N)    076 23 11.20100(W) AD(       ) 3
 GV3805
 GV3805.Superseded values are not recommended for survey control.
 GV3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3805.See file dsdata.txt to determine how the superseded data were derived.
 GV3805
 GV3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7807591549(NAD 83)
 GV3805_MARKER: I = METAL ROD
 GV3805_SETTING: 0 = UNSPECIFIED SETTING
 GV3805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3805
 GV3805  HISTORY     - Date     Condition        Report By
 GV3805  HISTORY     - 1931     MONUMENTED       VACF
 GV3805  HISTORY     - 1943     GOOD             CGS
 GV3805  HISTORY     - 1955     GOOD             CGS
 GV3805  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3805  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3805
 GV3805                          STATION DESCRIPTION
 GV3805
 GV3805'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3805'ON A LOW SAND RIDGE, ON A MARSHY POINT ON THE SOUTH SIDE
 GV3805'OF THE GREAT WICOMICO RIVER, 9.0 FEET FROM A PERSIMMON TREE
 GV3805'AND 15.66 FEET FROM A CEDAR TREE.  MARKED BY A 4-FOOT SECTION
 GV3805'OF 1-INCH GALVANIZED IRON PIPE SURROUNDED BY A BLOCK OF CONCRETE
 GV3805'BELOW THE SURFACE OF THE GROUND.
 GV3805
 GV3805                          STATION RECOVERY (1943)
 GV3805
 GV3805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3805'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3805'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3805
 GV3805                          STATION RECOVERY (1955)
 GV3805
 GV3805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3805'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 GV3805'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3805'
 GV3805'STATION IS 10 M. INSHORE FROM THE MEAN HIGH-WATERLINE AND PROJECTS
 GV3805'4 IN.
 GV3805
 GV3805                          STATION RECOVERY (1995)
 GV3805
 GV3805'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3805'MARK NOT FOUND.
 GV3805
 GV3805                          STATION RECOVERY (2002)
 GV3805
 GV3805'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5643 ***********************************************************************
 GV5643  DESIGNATION -  COX
 GV5643  PID         -  GV5643
 GV5643  STATE/COUNTY-  VA/CHESTERFIELD
 GV5643  USGS QUAD   -  BEACH (1994)
 GV5643
 GV5643                         *CURRENT SURVEY CONTROL
 GV5643  ___________________________________________________________________
 GV5643* NAD 83(1993)-  37 20 59.93106(N)    077 37 27.55036(W)     ADJUSTED  
 GV5643* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 GV5643  ___________________________________________________________________
 GV5643  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 GV5643  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 GV5643
 GV5643  HORZ ORDER  -  FIRST
 GV5643
 GV5643.The horizontal coordinates were established by classical geodetic methods
 GV5643.and adjusted by the National Geodetic Survey in September 1995..
 GV5643
 GV5643.The orthometric height was scaled from a topographic map.
 GV5643
 GV5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5643
 GV5643.The geoid height was determined by GEOID03.
 GV5643
 GV5643;                    North         East     Units Scale Factor Converg.
 GV5643;SPC VA S     - 1,113,181.986 3,577,581.735   MT  0.99994545   +0 31 53.3
 GV5643;SPC VA S     - 3,652,164.57 11,737,449.41   sFT  0.99994545   +0 31 53.3
 GV5643;UTM  18      - 4,136,928.949   267,551.281   MT  1.00026563   -1 35 34.2
 GV5643
 GV5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5643!SPC VA S     -   0.99999077  x   0.99994545  =   0.99993622
 GV5643!UTM  18      -   0.99999077  x   1.00026563  =   1.00025640
 GV5643
 GV5643:                Primary Azimuth Mark                     Grid Az
 GV5643:SPC VA S     -  AVIATION BCN WHITE AND RED FL            008 45 09.5
 GV5643:UTM  18      -  AVIATION BCN WHITE AND RED FL            010 52 37.0
 GV5643
 GV5643|---------------------------------------------------------------------|
 GV5643| PID    Reference Object                     Distance      Geod. Az  |
 GV5643|                                                           dddmmss.s |
 GV5643| GV5622 AVIATION BCN WHITE AND RED FL       APPROX.10.0 KM 0091702.8 |
 GV5643| DB6908 COX RM 1                             49.573 METERS 07912     |
 GV5643| DB6909 COX RM 2 AZIMUTH                                   0864114.6 |
 GV5643| GV5510 SUNSET MEMORIAL PARK AWY BCN        APPROX.17.9 KM 0885435.3 |
 GV5643| DB6910 COX RM 3                             38.328 METERS 16556     |
 GV5643| GV5667 AIRWAY BCN 44B WHITE LT             APPROX.15.4 KM 2920455.6 |
 GV5643| GV5642 CHESTERFIELD FIRE LOT 1942           40.690 METERS 33236     |
 GV5643|---------------------------------------------------------------------|
 GV5643
 GV5643                          SUPERSEDED SURVEY CONTROL
 GV5643
 GV5643  NAD 83(1993)-  37 20 59.93108(N)    077 37 27.55052(W) AD(       ) 1
 GV5643  NAD 83(1986)-  37 20 59.93738(N)    077 37 27.56743(W) AD(       ) 1
 GV5643  NAD 27      -  37 20 59.39900(N)    077 37 28.59400(W) AD(       ) 1
 GV5643
 GV5643.Superseded values are not recommended for survey control.
 GV5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5643.See file dsdata.txt to determine how the superseded data were derived.
 GV5643
 GV5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6755136929(NAD 83)
 GV5643_MARKER: DS = TRIANGULATION STATION DISK
 GV5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5643+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 GV5643
 GV5643  HISTORY     - Date     Condition        Report By
 GV5643  HISTORY     - 1932     MONUMENTED       CGS
 GV5643  HISTORY     - 1933     GOOD             CGS
 GV5643  HISTORY     - 1942     GOOD             CGS
 GV5643  HISTORY     - 1961     GOOD             CGS
 GV5643  HISTORY     - 1963     GOOD             CGS
 GV5643  HISTORY     - 19940220 GOOD             USPSQD
 GV5643  HISTORY     - 19991120 GOOD             USPSQD
 GV5643  HISTORY     - 20041119 GOOD             USPSQD
 GV5643
 GV5643                          STATION DESCRIPTION
 GV5643
 GV5643'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5643'STATION IS ON THE LAND OF ALICE COX, ABOUT 7 MILES WEST-SOUTHWEST
 GV5643'OF CHESTERFIELD C.H., AND 5-1/2 MILES EAST OF WINTERPOCK P.O.
 GV5643'
 GV5643'TO REACH FROM CHESTERFIELD C.H., GO WEST FROM THE COURTHOUSE
 GV5643'ABOUT 500 FEET TO PAVED T-ROAD JUNCTION.  TURN LEFT, SOUTH, HERE ON
 GV5643'T-ROAD.  PROCEED 0.8 MILE AND CROSS SWIFT CREEK AND KEEP AHEAD
 GV5643'WHERE WOODPECKER ROAD TAKES OFF SOUTH AT ROBERTSONS STORE.
 GV5643'PROCEED 1.7 MILES TO A T-ROAD AT STATION.  STATION CAN BE REACHED
 GV5643'FROM LEADER TRIANGULATION STATION BY GOING WEST ON PAVED ROAD
 GV5643'PAST STATION 0.9 MILE.  THENCE TAKE RIGHT FORK JUST BEYOND
 GV5643'SCHOOLHOUSE AND PROCEED 4.0 MILES (DO NOT MAKE ANY TURNS) AND
 GV5643'TURN RIGHT AT CROSSROADS, WHITE HOUSE WITH GREEN TRIMMINGS
 GV5643'ABOUT 200 FEET WEST OF HERE.  PROCEED 2.15 MILES TO ROAD
 GV5643'CORNER AT COX STATION.  STATION IS 11 FEET SOUTHWEST OF THE
 GV5643'FENCE LINE, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 GV5643'WHICH RUNS EAST AND WEST, 81 FEET WEST OF THE
 GV5643'INTERSECTION OF THE EAST AND WEST ROAD AND THE SECOND BRANCH
 GV5643'ROAD WHICH RUNS SOUTHWEST.
 GV5643'
 GV5643'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5643'DISKS IN CONCRETE.
 GV5643'
 GV5643'REFERENCE MARK NO. 1 IS 162.64 FEET EAST OF THE STATION, 86.35
 GV5643'FEET EAST-SOUTHEAST OF THE REFUELING CAP TO THE TANK AT THE CONOCO
 GV5643'SERVICE STATION AT THE ROAD INTERSECTION, 16 FEET NORTHEAST OF
 GV5643'THE CENTER LINE OF THE ROAD.  REFERENCE MARK NO. 2 IS ABOUT 0.35
 GV5643'MILE EAST-NORTHEAST OF THE STATION, 21 PACES NORTHEAST OF THE
 GV5643'CENTER LINE OF ROAD LEADING TO STATION AND T-ROAD NORTHEAST, 4
 GV5643'METERS EAST OF CENTER LINE OF ROAD.  REFERENCE MARK NO. 3 IS
 GV5643'125.75 FEET SOUTHWEST OF THE STATION, 109 FEET SOUTHWEST OF
 GV5643'THE CENTER LINE OF THE CENTER OF THE WELL IN THE SOUTHWEST
 GV5643'ANGLE OF THE ROAD INTERSECTION, 17 FEET NORTHWEST OF THE
 GV5643'CENTER LINE OF THE ROAD.
 GV5643'
 GV5643'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5643
 GV5643                          STATION RECOVERY (1933)
 GV5643
 GV5643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RDH)
 GV5643'THE ORIGINAL DESCRIPTION IS BELIEVED TO BE CORRECT AND ADEQUATE,
 GV5643'BUT DIRECTIONS FOR REACHING FROM CHESTERFIELD COURTHOUSE WERE NOT
 GV5643'CHECKED BECAUSE OF WORK APPROACHING FROM THE SOUTH THIS TIME.
 GV5643'IT IS KNOWN THAT NO DIFFICULTY WAS EXPERIENCED IN ESTABLISHING THE
 GV5643'STATION 7 MONTHS AGO WITH THE AID OF THE ORIGINAL DESCRIPTION.
 GV5643'A 90-FOOT TOWER (INSTRUMENT) CLEARS ALL LINES.
 GV5643'
 GV5643'THE MARK IS FLUSH WITH THE GROUND, 45 FEET WEST OF A WELL, 41
 GV5643'FEET SOUTHWEST OF CENTER LINE OF NORTHWEST AND SOUTHEAST ROAD,
 GV5643'AND AS RECORDED IN ORIGINAL DESCRIPTION, 81 FEET WEST OF THE
 GV5643'ROAD INTERSECTION.  THE MARK IS IN GOOD CONDITION.
 GV5643'
 GV5643'TO REACH FROM DOWNTOWN PETERSBURG, VA. GO WEST ON ROUTE U.S. NO. 1
 GV5643'HIGHWAY TO ITS JUNCTION WITH VA. ROUTE NO. 10 HIGHWAY, WHICH
 GV5643'IS ABOUT 3 MILES FROM DOWNTOWN AND JUST WEST OF THE ENTRANCE TO
 GV5643'CENTRAL STATE HOSPITAL GROUNDS.  THENCE WEST ON VA. ROUTE NO. 10
 GV5643'FOR 0.15 MILE AND TURN RIGHT.  THENCE 0.95 MILE AND TURN RIGHT
 GV5643'ABOUT 100 YARDS BEYOND RAILROAD CROSSING, THENCE 1.0 MILE, OR
 GV5643'0.5 MILE BEYOND BRIDGE ACROSS APPOMATTOX RIVER, AND TURN LEFT
 GV5643'ONTO VA. ROUTE NO. 409 IN THE VILLAGE OF MATOACA.  PROCEED
 GV5643'WEST 7.1 MILES AND TAKE LEFT FORK.  THENCE 1.75 MILES, OR 0.9
 GV5643'MILE PAST TRIANGULATION STATION LEADER, AND TURN RIGHT ABOUT 45
 GV5643'DEGREES ON THE MAIN ROAD WHERE SECONDARY ROAD LIES STRAIGHT
 GV5643'AHEAD.  THENCE 4.0 MILES AND TURN RIGHT (NORTHEAST) ONTO SECOND
 GV5643'BRANCH ROAD (LOCAL NAME).  PROCEED 2.15 MILES TO ROAD
 GV5643'T-INTERSECTION STATION IS HERE.
 GV5643'
 GV5643'REFERENCE MARK NO. 1 IS 81 FEET EAST OF THE INTERSECTION OF CENTER
 GV5643'LINE OF ROADS.  AND AS IN ORIGINAL DESCRIPTION 86.35 FEET SOUTHEAST
 GV5643'OF REFILLING CAP OF TANK AT CONOCO SERVICE STATION AND 16 FEET
 GV5643'NORTHEAST OF CENTER LINE OF ROAD.  MARK IS IN GOOD CONDITION.
 GV5643'REFERENCE MARK NO. 2 IS AS IN ORIGINAL DESCRIPTION.  0.35 MILE
 GV5643'EAST-SOUTHEAST OF STATION 21 PACES NORTHEAST OF CENTER LINE OF
 GV5643'ROAD.  4 METERS NORTH OF 24-INCH PINE TREE.  2 METERS SOUTH OF
 GV5643'10-INCH CEDAR TREE.  THE MARK IS IN GOOD CONDITION.  REFERENCE
 GV5643'MARK NO. 3 IS AS ORIGINALLY DESCRIBED.  17 FEET NORTHWEST
 GV5643'OF CENTER LINE OF THE NORTHEAST AND SOUTHWEST ROAD AND 109 FEET
 GV5643'SOUTHWEST OF A WELL.  THE MARK IS IN GOOD CONDITION.
 GV5643'
 GV5643'IN TABLE SHOWN BELOW REFERENCE MARK NO. 2 CHECKS DISTANCE FLAT
 GV5643'AND DIRECTION CLOSELY.  IN THE CASES OF REFERENCE MARK NO. 1 AND
 GV5643'NO. 3, THE DISTANCES CHECK CLOSELY AND THE DIRECTIONS JUST
 GV5643'CLOSER THAN 30 SECONDS.
 GV5643
 GV5643                          STATION RECOVERY (1942)
 GV5643
 GV5643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5643'STATION IS LOCATED ABOUT 7 MILES WSW OF CHESTERFIELD COURTHOUSE,
 GV5643'ABOUT 5-1/2 MILES E OF WINTERPOCK POST OFFICE, ON LAND OWNED BY
 GV5643'ALICE COX.
 GV5643'
 GV5643'STATION MARK IS A STANDARD DISK, STAMPED COX 1932, SET IN A
 GV5643'SQUARE BLOCK OF CONCRETE SET FLUSH WITH THE GROUND.  133-1/2
 GV5643'FEET ESE OF CHESTERFIELD LOOKOUT TOWER.  130 FEET NW OF THE NW
 GV5643'CORNER OF THE AMOCO SERVICE STATION.  AND 41 FEET SW OF THE
 GV5643'CENTER LINE OF THE ROAD WHICH RUNS E AND W.
 GV5643'
 GV5643'REFERENCE MARK NO. 1 IS SET IN A SQUARE BLOCK OF CONCRETE FLUSH
 GV5643'WITH THE GROUND 16 FEET NE OF THE CENTER LINE OF THE ROAD.
 GV5643'STAMPED COX NO. 1, 1932.
 GV5643'
 GV5643'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED COX NO. 2
 GV5643'1932, SET IN A SQUARE BLOCK OF CONCRETE.  PROJECTING ABOUT 3
 GV5643'INCHES ABOVE THE GROUND.  75 FEET NE OF THE CENTER LINE OF PAVED
 GV5643'ROAD LEADING TO STATION AND T-ROAD.
 GV5643'
 GV5643'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED COX NO. 3,
 GV5643'1932, SET IN A SQUARE BLOCK OF CONCRETE.  PROJECTING ABOUT 1
 GV5643'INCH ABOVE THE GROUND, 17 FEET NW OF THE CENTER LINE OF DIRT
 GV5643'ROAD.
 GV5643'
 GV5643'STATION IS REACHED FROM PETERSBURG BY GOING W ON U.S. HIGHWAY 460.
 GV5643'TAKE RIGHT FORK U.S. HIGHWAY 460 FOR 0.15 MILE, TAKE RIGHT FORK
 GV5643'OF PAVED ROAD, CONTINUE 0.8 MILE TO RAILROAD UNDERPASS.  CONTINUE
 GV5643'STRAIGHT AHEAD ON SAME ROAD FOR 0.55 MILE TO APPOMATTOX RIVER
 GV5643'BRIDGE.  CROSS BRIDGE AND CONTINUE ON SAME ROAD 0.5 MILE TO
 GV5643'T-ROAD AND SMITHS FILLING STATION ON LEFT AND STATE ROAD 36 IN
 GV5643'MATOACA.  TURN LEFT ON STATE ROAD 36 AND GO 9.2 MILES TO FORKS.
 GV5643'TAKE RIGHT FORK JUST BEYOND SCHOOLHOUSE ON LEFT AND PROCEED
 GV5643'4.0 MILES (DO NOT MAKE ANY TURNS) AND TURN RIGHT AT
 GV5643'CROSSROADS, WHITE HOUSE WITH GREEN TRIMMINGS ABOUT 200 FEET W
 GV5643'OF HERE.  FOLLOW DIRT ROAD FOR 2.2 MILES TO ROAD CORNER
 GV5643'AND STATION ON LEFT.
 GV5643'
 GV5643'A 90-FOOT STEEL TOWER NEEDED TO SEE ALL LINES.
 GV5643
 GV5643                          STATION RECOVERY (1961)
 GV5643
 GV5643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5643'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION WITH A
 GV5643'FEW CHANGES IN THE WITNESS POINTS.  A COMPLETE NEW DESCRIPTION
 GV5643'FOLLOWS--STATION IS LOCATED ABOUT 7 MILES WEST OF THE COURTHOUSE
 GV5643'IN CHESTERFIELD IN THE SOUTHWEST ANGLE OF SECONDARY STATE
 GV5643'HIGHWAYS 655 AND 653 SOUTH ON LAND OWNED BY MR. E. BOOKMAN.
 GV5643'IT IS 133 FEET SOUTHEAST OF THE CHESTERFIELD FIRE TOWER, 130
 GV5643'FEET WEST OF THE NORTHWEST CORNER OF MOORES GAS STATION AND
 GV5643'STORE, 65 FEET WEST OF THE CENTER OF HIGHWAY 653, 41 FEET
 GV5643'SOUTH OF HIGHWAY 655, 35 FEET WEST OF A POWER POLE AND 2 FEET
 GV5643'EAST OF A CGS WITNESS SIGN.  THE MARK IS ABOUT 1 INCH
 GV5643'UNDERGROUND AND THE DISK IS STAMPED COX 1932.
 GV5643'
 GV5643'REFERENCE MARK NO. 1 IS EAST OF THE STATION ON THE NORTH SIDE OF
 GV5643'HIGHWAY 655.  IT IS 58 FEET NORTH OF THE NORTHEAST CORNER OF
 GV5643'MOORES STORE AND 17 FEET NORTH OF THE CENTER OF HIGHWAY.  THE
 GV5643'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED COX NO 1
 GV5643'1932.
 GV5643'
 GV5643'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.35 MILE EAST OF THE
 GV5643'STATION IN THE NORTHEAST ANGLE OF HIGHWAYS 655 AND 653 NORTH.
 GV5643'IT IS 63 FEET NORTH OF THE CENTER OF HIGHWAY 655, 47 FEET
 GV5643'NORTH OF A TELEPHONE POLE, 18 FEET EAST OF HIGHWAY 653 NORTH
 GV5643'AND 5 FEET SOUTH OF A 14 INCH CEDAR TREE.  THE MARK PROJECTS
 GV5643'ABOUT 2 INCHES AND THE DISK IS STAMPED COX NO 2 1932.
 GV5643'
 GV5643'REFERENCE MARK NO. 3 IS 17 FEET WEST OF THE CENTER OF HIGHWAY
 GV5643'653 SOUTH.  THE DISK IS STAMPED COX NO 3 1942 AND PROJECTS
 GV5643'ABOUT 2 INCHES ABOVE THE GROUND.
 GV5643'
 GV5643'TO REACH THE STATION FROM THE COURTHOUSE IN CHESTERFIELD, GO
 GV5643'WEST ON SECONDARY STATE HIGHWAY 655 FOR 5.3 MILES TO THE
 GV5643'SETTLEMENT OF BEACH.  CONTINUE WEST ON HIGHWAY 655 FOR 1.4
 GV5643'MILES TO SECONDARY STATE HIGHWAY 653 NORTH AND REFERENCE MARK
 GV5643'NO. 2 AS DESCRIBED.  CONTINUE 0.3 MILE TO THE JUNCTION OF
 GV5643'HIGHWAY 653 SOUTH AND THE STATION AS DESCRIBED.
 GV5643
 GV5643                          STATION RECOVERY (1963)
 GV5643
 GV5643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 GV5643'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GV5643'BE IN GOOD CONDITION.
 GV5643'
 GV5643'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE EAST-WEST ROAD IS
 GV5643'NOW SECONDARY STATE HIGHWAY 655 AND THE NORTH-SOUTH ROAD IS
 GV5643'SECONDARY STATE HIGHWAY 653.
 GV5643
 GV5643                          STATION RECOVERY (1994)
 GV5643
 GV5643'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5643'RECOVERED IN GOOD CONDITION.
 GV5643
 GV5643                          STATION RECOVERY (1999)
 GV5643
 GV5643'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5643'RECOVERED IN GOOD CONDITION.
 GV5643
 GV5643                          STATION RECOVERY (2004)
 GV5643
 GV5643'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV5643'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE
 GV5643'MOUMENT FOR RM1 WAS FOUND BROKEN OFF WITH NO DISK. THE RM2 AND RM3 WAS
 GV5643'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2663 ***********************************************************************
 FZ2663  DESIGNATION -  COX
 FZ2663  PID         -  FZ2663
 FZ2663  STATE/COUNTY-  VA/GRAYSON
 FZ2663  USGS QUAD   -  SPARTA WEST (1991)
 FZ2663
 FZ2663                         *CURRENT SURVEY CONTROL
 FZ2663  ___________________________________________________________________
 FZ2663* NAD 83(1993)-  36 34 44.98320(N)    081 13 41.62005(W)     ADJUSTED  
 FZ2663* NAVD 88     -       832.4    (meters)    2731.     (feet)  VERTCON   
 FZ2663  ___________________________________________________________________
 FZ2663  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 FZ2663  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FZ2663
 FZ2663  HORZ ORDER  -  SECOND
 FZ2663
 FZ2663.The horizontal coordinates were established by classical geodetic methods
 FZ2663.and adjusted by the National Geodetic Survey in September 1995..
 FZ2663
 FZ2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2663
 FZ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2663
 FZ2663.The geoid height was determined by GEOID03.
 FZ2663
 FZ2663;                    North         East     Units Scale Factor Converg.
 FZ2663;SPC VA S     - 1,030,809.135 3,255,848.497   MT  1.00003932   -1 39 21.0
 FZ2663;SPC VA S     - 3,381,912.97 10,681,896.28   sFT  1.00003932   -1 39 21.0
 FZ2663;UTM  17      - 4,048,213.334   479,581.809   MT  0.99960514   -0 08 09.6
 FZ2663
 FZ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2663!SPC VA S     -   0.99987434  x   1.00003932  =   0.99991365
 FZ2663!UTM  17      -   0.99987434  x   0.99960514  =   0.99947953
 FZ2663
 FZ2663:                Primary Azimuth Mark                     Grid Az
 FZ2663:SPC VA S     -  MT CARMEL BAPT SPIRE                     212 36 02.6
 FZ2663:UTM  17      -  MT CARMEL BAPT SPIRE                     211 04 51.2
 FZ2663
 FZ2663|---------------------------------------------------------------------|
 FZ2663| PID    Reference Object                     Distance      Geod. Az  |
 FZ2663|                                                           dddmmss.s |
 FZ2663| FZ2744 MT CARMEL BAPT SPIRE                APPROX. 2.8 KM 2105641.6 |
 FZ2663|---------------------------------------------------------------------|
 FZ2663
 FZ2663                          SUPERSEDED SURVEY CONTROL
 FZ2663
 FZ2663  NAD 83(1986)-  36 34 44.98918(N)    081 13 41.62303(W) AD(       ) 2
 FZ2663  NGVD 29 (06/26/91)  832.5    (m)         2731.     (f) VERT ANG       
 FZ2663
 FZ2663.Superseded values are not recommended for survey control.
 FZ2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2663.See file dsdata.txt to determine how the superseded data were derived.
 FZ2663
 FZ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7958248213(NAD 83)
 FZ2663_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2663_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2663+STABILITY: SURFACE MOTION
 FZ2663
 FZ2663  HISTORY     - Date     Condition        Report By
 FZ2663  HISTORY     - 1985     MONUMENTED       NCGS
 FZ2663
 FZ2663                          STATION DESCRIPTION
 FZ2663
 FZ2663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FZ2663'STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTH OF NC-VA STATE LINE,
 FZ2663'ABOUT 6.3 KM ( 3.9 MI) NORTHEAST OF PINEY CREEK.
 FZ2663'
 FZ2663'PROCEED ALONG NC 93 FOR 5.95 KM (3.7 MI) NORTHWEST FROM US 221 TO SR
 FZ2663'1338, THENCE NORTH ALONG SR 1338 FOR 2.8 KM ( 1.75 MI) TO THE NC
 FZ2663'-VA STATE LINE, THENCE NORTHEAST ALONG VA 708 FOR 1.85 KM ( 1.15
 FZ2663'MI) TO COX MEMORIAL CHURCH IN CEMETARY.
 FZ2663'
 FZ2663'STATION IS A STANDARD NCGS HORIZONTAL DISK STAMPED---COX 1985---,
 FZ2663'SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER AND IS
 FZ2663'LEVEL WITH CONCRETE DRIVEWAY.  LOCATED 36.1 METERS ( 118.5 FEET)
 FZ2663'NORTH-NORTHEAST OF CENTERLINE OF VA 708, 0.3 METERS ( 1.0 FEET) WEST
 FZ2663'-NORTHWEST OF WESTERN EDGE OF CONCRETE DRIVEWAY, 2.6 METERS ( 8.5
 FZ2663'FEET) WEST-SOUTHWEST OF NORTH END OF CENTER OF DRIVEWAY, 34.7 METERS
 FZ2663'( 113.8 FEET) EAST OF SOUTHWEST CORNER OF ANCHOR FENCE AND 31.3
 FZ2663'METERS ( 102.8 FEET) NORTHWEST OF SOUTHEAST CORNER OF ANCHOR FENCE.
 FZ2663'
 FZ2663'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3806 ***********************************************************************
 GV3806  DESIGNATION -  COX VFC 1931
 GV3806  PID         -  GV3806
 GV3806  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3806  USGS QUAD   -  LANCASTER (1968)
 GV3806
 GV3806                         *CURRENT SURVEY CONTROL
 GV3806  ___________________________________________________________________
 GV3806* NAD 83(1993)-  37 52 19.19495(N)    076 23 43.70993(W)     ADJUSTED  
 GV3806* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3806  ___________________________________________________________________
 GV3806  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 GV3806  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 GV3806
 GV3806  HORZ ORDER  -  THIRD
 GV3806
 GV3806.The horizontal coordinates were established by classical geodetic methods
 GV3806.and adjusted by the National Geodetic Survey in November 1994..
 GV3806
 GV3806.The orthometric height was scaled from a topographic map.
 GV3806
 GV3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3806
 GV3806.The geoid height was determined by GEOID03.
 GV3806
 GV3806;                    North         East     Units Scale Factor Converg.
 GV3806;SPC VA S     - 1,172,821.845 3,685,148.157   MT  0.99998409   +1 16 38.2
 GV3806;SPC VA S     - 3,847,833.00 12,090,356.91   sFT  0.99998409   +1 16 38.2
 GV3806;UTM  18      - 4,192,530.815   377,265.356   MT  0.99978554   -0 51 24.4
 GV3806
 GV3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3806!SPC VA S     -   1.00000557  x   0.99998409  =   0.99998966
 GV3806!UTM  18      -   1.00000557  x   0.99978554  =   0.99979111
 GV3806
 GV3806:                Primary Azimuth Mark                     Grid Az
 GV3806:SPC VA S     -  BLACK VFC 1931                           118 43 45.2
 GV3806:UTM  18      -  BLACK VFC 1931                           120 51 47.8
 GV3806
 GV3806|---------------------------------------------------------------------|
 GV3806| PID    Reference Object                     Distance      Geod. Az  |
 GV3806|                                                           dddmmss.s |
 GV3806| GV3803 BLACK VFC 1931                      APPROX. 0.5 KM 1200023.4 |
 GV3806| GV3809 ISLAND POINT VFC 1931               395.607 METERS 18054     |
 GV3806|---------------------------------------------------------------------|
 GV3806
 GV3806                          SUPERSEDED SURVEY CONTROL
 GV3806
 GV3806  NAD 83(1993)-  37 52 19.20271(N)    076 23 43.72215(W) AD(       ) 3
 GV3806  NAD 83(1986)-  37 52 19.20047(N)    076 23 43.73151(W) AD(       ) 3
 GV3806  NAD 27      -  37 52 18.75300(N)    076 23 44.92800(W) AD(       ) 3
 GV3806
 GV3806.Superseded values are not recommended for survey control.
 GV3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3806.See file dsdata.txt to determine how the superseded data were derived.
 GV3806
 GV3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7726592531(NAD 83)
 GV3806_MARKER: I = METAL ROD
 GV3806_SETTING: 0 = UNSPECIFIED SETTING
 GV3806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3806
 GV3806  HISTORY     - Date     Condition        Report By
 GV3806  HISTORY     - 1931     MONUMENTED       VACF
 GV3806  HISTORY     - 1943     GOOD             CGS
 GV3806  HISTORY     - 1955     GOOD             CGS
 GV3806  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3806  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3806
 GV3806                          STATION DESCRIPTION
 GV3806
 GV3806'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3806'ON A NARROW BEACH OF GREAT WICOMICO RIVER AT THE FOOT OF A BLUFF,
 GV3806'A SHORT DISTANCE ABOVE AN OYSTER HOUSE, AT A POINT WHERE STATION
 GV3806'BLACK IS VISIBLE.  MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED
 GV3806'IRON PIPE SURROUNDED BELOW THE SURFACE BY A BLOCK OF CONCRETE.
 GV3806
 GV3806                          STATION RECOVERY (1943)
 GV3806
 GV3806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3806'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3806'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3806
 GV3806                          STATION RECOVERY (1955)
 GV3806
 GV3806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3806'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3806'IS ADEQUATE WITH THE FOLLOWING ADDITION--
 GV3806'
 GV3806'STATION IS 2.0 M. INSHORE FROM THE MEAN HIGH-WATERLINE.
 GV3806
 GV3806                          STATION RECOVERY (1995)
 GV3806
 GV3806'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3806'MARK NOT FOUND.
 GV3806
 GV3806                          STATION RECOVERY (2002)
 GV3806
 GV3806'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3020 ***********************************************************************
 FX3020  DESIGNATION -  CRAB
 FX3020  PID         -  FX3020
 FX3020  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3020  USGS QUAD   -  LITTLE CREEK (1989)
 FX3020
 FX3020                         *CURRENT SURVEY CONTROL
 FX3020  ___________________________________________________________________
 FX3020* NAD 83(1993)-  36 55 23.79795(N)    076 10 51.38356(W)     ADJUSTED  
 FX3020* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3020  ___________________________________________________________________
 FX3020  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FX3020  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX3020
 FX3020  HORZ ORDER  -  THIRD
 FX3020
 FX3020.The horizontal coordinates were established by classical geodetic methods
 FX3020.and adjusted by the National Geodetic Survey in September 1995..
 FX3020
 FX3020.The orthometric height was scaled from a topographic map.
 FX3020
 FX3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3020
 FX3020.The geoid height was determined by GEOID03.
 FX3020
 FX3020;                    North         East     Units Scale Factor Converg.
 FX3020;SPC VA S     - 1,068,006.392 3,706,604.742   MT  0.99997527   +1 24 27.0
 FX3020;SPC VA S     - 3,503,950.97 12,160,752.39   sFT  0.99997527   +1 24 27.0
 FX3020;UTM  18      - 4,087,012.564   394,817.043   MT  0.99973629   -0 42 34.2
 FX3020
 FX3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3020!SPC VA S     -   1.00000477  x   0.99997527  =   0.99998004
 FX3020!UTM  18      -   1.00000477  x   0.99973629  =   0.99974106
 FX3020
 FX3020:                Primary Azimuth Mark                     Grid Az
 FX3020:SPC VA S     -  JETTY                                    009 24 42.7
 FX3020:UTM  18      -  JETTY                                    011 31 43.9
 FX3020
 FX3020|---------------------------------------------------------------------|
 FX3020| PID    Reference Object                     Distance      Geod. Az  |
 FX3020|                                                           dddmmss.s |
 FX3020| FX3026 JETTY                               APPROX. 0.9 KM 0104909.7 |
 FX3020| FX3044 LITTLE CREEK 1929                   APPROX. 1.1 KM 0213529.2 |
 FX3020| FX3022 DOG                                 APPROX. 0.8 KM 0360231.4 |
 FX3020| FX3025 FOX                                 303.236 METERS 07447     |
 FX3020| FX3019 COON                                430.389 METERS 0972211.3 |
 FX3020| FX3014 BEAR                                420.105 METERS 1391920.1 |
 FX3020| FX3059 LION                                APPROX. 0.7 KM 1453946.8 |
 FX3020| DC8754 CRAB RM 1                            19.080 METERS 14540     |
 FX3020| FX3043 LITTLE CREEK PA RR YARDS N LT       APPROX. 1.1 KM 1720905.4 |
 FX3020| DC8755 CRAB RM 2                            37.495 METERS 20807     |
 FX3020| FX3050 RADIO TRANSMITTING TOWER            APPROX. 2.3 KM 2902051.3 |
 FX3020| FX3033 LITTLE CREEK COAST GUARD TOWER      APPROX. 1.0 KM 3201302.0 |
 FX3020|---------------------------------------------------------------------|
 FX3020
 FX3020                          SUPERSEDED SURVEY CONTROL
 FX3020
 FX3020  NAD 83(1986)-  36 55 23.80376(N)    076 10 51.42138(W) AD(       ) 3
 FX3020  NAD 27      -  36 55 23.27400(N)    076 10 52.64800(W) AD(       ) 3
 FX3020
 FX3020.Superseded values are not recommended for survey control.
 FX3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3020.See file dsdata.txt to determine how the superseded data were derived.
 FX3020
 FX3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9481787013(NAD 83)
 FX3020_MARKER: DS = TRIANGULATION STATION DISK
 FX3020_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3020
 FX3020  HISTORY     - Date     Condition        Report By
 FX3020  HISTORY     - 1929     MONUMENTED       CGS
 FX3020  HISTORY     - 1941     GOOD             CGS
 FX3020  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX3020
 FX3020                          STATION DESCRIPTION
 FX3020
 FX3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3020'ON THE WEST SIDE OF THE MAIN CHANNEL OF LITTLE CREEK, ON
 FX3020'CHESAPEAKE BAY, ON THE NORTH SIDE OF THE LONG ARM, NEAR THE
 FX3020'LOWER END OF A SAND RIDGE WHICH RUNS SOUTHEAST FROM THE EDGE
 FX3020'OF THE TREES TOWARD THE POINT.  IT IS ABOUT 300 METERS NORTHWEST
 FX3020'OF THE POINT OF THE JUNCTION OF THE LONG ARM AND THE OLD
 FX3020'ENTRANCE CHANNEL OF LITTLE CREEK, ABOUT 80 METERS NORTH OF THE
 FX3020'HIGH-WATER LINE OF THE LONG ARM AND 80 METERS SOUTHWEST OF THE
 FX3020'HIGH-WATER LINE OF THE OLD ENTRANCE CHANNEL.  SURFACE MARK IS
 FX3020'FLUSH WITH THE GROUND STAMPED CRAB 1929.  UNDERGROUND MARK IS
 FX3020'30 INCHES BELOW SURFACE AND STAMPED CRAB 1929.
 FX3020'
 FX3020'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3020'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3020'
 FX3020'REFERENCE MARK NO. 1 IS ABOUT MIDWAY BETWEEN THE STATION AND
 FX3020'THE SHORE OF THE LONG ARM OF LITTLE CREEK, FLUSH WITH THE GROUND
 FX3020'AND STAMPED CRAB NO 1 1929.
 FX3020'
 FX3020'REFERENCE MARK NO. 2 IS INSHORE FROM THE STATION AND ON THE
 FX3020'SAME RIDGE, FLUSH WITH THE GROUND AND STAMPED CRAB NO 2 1929.
 FX3020'
 FX3020'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.9 METERS.
 FX3020
 FX3020                          STATION RECOVERY (1941)
 FX3020
 FX3020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FLP)
 FX3020'THE 1929 DESCRIPTION OF THIS STATION IS CORRECT AND COMPLETE.
 FX3020
 FX3020                          STATION RECOVERY (1943)
 FX3020
 FX3020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3020'THIS STATION WAS SEARCHED FOR AND NONE OF THE REFERENCE MEASUREMENTS
 FX3020'COULD BE USED.  THE ENTIRE AREA, INCLUDING THE OLD CHANNELL
 FX3020'ENTRANCE, HAS BEEN FILLED IN TO A DEPTH OF ABOUT 5 FEET AND IS
 FX3020'STILL BEING FILLED.  THUS, NO MEASUREMENTS COULD BE TAKEN FROM
 FX3020'LONG ARM OR THE OLD ENTRANCE CHANNELL.
 FX3020'
 FX3020'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3021 ***********************************************************************
 FX3021  DESIGNATION -  CRAB 2
 FX3021  PID         -  FX3021
 FX3021  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3021  USGS QUAD   -  LITTLE CREEK (1989)
 FX3021
 FX3021                         *CURRENT SURVEY CONTROL
 FX3021  ___________________________________________________________________
 FX3021* NAD 83(1993)-  36 55 25.23215(N)    076 10 46.31759(W)     ADJUSTED  
 FX3021* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 FX3021  ___________________________________________________________________
 FX3021  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FX3021  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX3021
 FX3021  HORZ ORDER  -  THIRD
 FX3021
 FX3021.The horizontal coordinates were established by classical geodetic methods
 FX3021.and adjusted by the National Geodetic Survey in September 1995..
 FX3021
 FX3021.The orthometric height was scaled from a topographic map.
 FX3021
 FX3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3021
 FX3021.The geoid height was determined by GEOID03.
 FX3021
 FX3021;                    North         East     Units Scale Factor Converg.
 FX3021;SPC VA S     - 1,068,053.670 3,706,728.999   MT  0.99997521   +1 24 30.1
 FX3021;SPC VA S     - 3,504,106.08 12,161,160.06   sFT  0.99997521   +1 24 30.1
 FX3021;UTM  18      - 4,087,055.210   394,942.932   MT  0.99973597   -0 42 31.2
 FX3021
 FX3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3021!SPC VA S     -   1.00000477  x   0.99997521  =   0.99997998
 FX3021!UTM  18      -   1.00000477  x   0.99973597  =   0.99974074
 FX3021
 FX3021|---------------------------------------------------------------------|
 FX3021| PID    Reference Object                     Distance      Geod. Az  |
 FX3021|                                                           dddmmss.s |
 FX3021| DC8756 CRAB 2 RM 1                          14.797 METERS 00048     |
 FX3021| FX3026 JETTY                               APPROX. 0.9 KM 0031708.6 |
 FX3021| FX3036 LITTLE CREEK HARBOR CHAN BCN 4      APPROX. 0.5 KM 0090859.2 |
 FX3021| FX3044 LITTLE CREEK 1929                   APPROX. 1.0 KM 0160323.4 |
 FX3021| FX3022 DOG                                 APPROX. 0.6 KM 0292027.0 |
 FX3021| FX3037 LITTLE CREEK HARBOR CHAN BCN 5      309.222 METERS 07630     |
 FX3021| DC8757 CRAB 2 RM 2                          25.458 METERS 15135     |
 FX3021| FX3038 LITTLE CREEK HARBOR CHAN BCN 8      310.392 METERS 15402     |
 FX3021| FX3060 LITTLE CREEK HARBOR CHAN BCN 7      APPROX. 0.7 KM 1561312.6 |
 FX3021| FX3031 LITTLE CREEK CG BASE FLAGPOLE       APPROX. 1.4 KM 1683427.8 |
 FX3021| FX3049 PENNSYLVANIA RR TERM LOW TANK       APPROX. 1.1 KM 1825231.6 |
 FX3021| FX3035 LITTLE CREEK FRONTIER BASE LOT      APPROX. 1.5 KM 1875105.7 |
 FX3021| FX3033 LITTLE CREEK COAST GUARD TOWER      APPROX. 1.1 KM 3133923.0 |
 FX3021|---------------------------------------------------------------------|
 FX3021
 FX3021                          SUPERSEDED SURVEY CONTROL
 FX3021
 FX3021  NAD 83(1986)-  36 55 25.23794(N)    076 10 46.35544(W) AD(       ) 3
 FX3021  NAD 27      -  36 55 24.70800(N)    076 10 47.58200(W) AD(       ) 3
 FX3021
 FX3021.Superseded values are not recommended for survey control.
 FX3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3021.See file dsdata.txt to determine how the superseded data were derived.
 FX3021
 FX3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9494387055(NAD 83)
 FX3021_MARKER: DS = TRIANGULATION STATION DISK
 FX3021_SETTING: 0 = UNSPECIFIED SETTING
 FX3021
 FX3021  HISTORY     - Date     Condition        Report By
 FX3021  HISTORY     - 1944     MONUMENTED       CGS
 FX3021  HISTORY     - 1952     GOOD             CGS
 FX3021  HISTORY     - 1954     GOOD             USN
 FX3021  HISTORY     - 1955     GOOD             AMS
 FX3021  HISTORY     - 1956     GOOD             CGS
 FX3021  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FX3021  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FX3021
 FX3021                          STATION DESCRIPTION
 FX3021
 FX3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LCJ)
 FX3021'AT LITTLE CREEK, ON THE W SIDE OF THE DREDGED CHANNEL, ON THE POINT
 FX3021'ABOUT 3/4 MILE S OF THE W JETTY.  STATION IS NEAR THE S END OF THE
 FX3021'SE ONE OF SEVERAL MOUNDS OF DREDGED MATERIAL.  STATION IS ABOUT
 FX3021'80 METERS W OF THE WATER LINE ON THE W SIDE OF THE MAIN CHANNEL.
 FX3021'
 FX3021'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CEMENT
 FX3021'IN THE TOP OF SECTIONS OF 8-INCH VITRIFIED-TILE PIPE BURIED BELL
 FX3021'END DOWN AND TOP FLUSH WITH GROUND.  NO UNDERGROUND MARK WAS SET.
 FX3021
 FX3021                          STATION RECOVERY (1952)
 FX3021
 FX3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EAD)
 FX3021'THE STATION WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 FX3021
 FX3021                          STATION RECOVERY (1954)
 FX3021
 FX3021'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FX3021'STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 FX3021'FOUND TO BE IN GOOD CONDITION.
 FX3021
 FX3021                          STATION RECOVERY (1955)
 FX3021
 FX3021'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX3021'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS 60 FEET
 FX3021'NNW OF N TIP OF BRUSH, 30 FEET NNE OF S TIP OF DARK BRUSH, 22 FEET
 FX3021'S OF LONE SMALL BUSH, 36 FEET W OF SMALL LONE BUSH AND PROJECTS
 FX3021'1 FOOT ABOVE GROUND.  REFERENCE MARK NO. 1 FOUND.
 FX3021
 FX3021                          STATION RECOVERY (1956)
 FX3021
 FX3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 FX3021'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FX3021'AS DESCRIBED.
 FX3021
 FX3021                          STATION RECOVERY (1959)
 FX3021
 FX3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX3021'STATION DISK DESTROYED,.  HOWEVER, THE MARK APPEARED TO HAVE
 FX3021'BEEN SHEARED OFF, AND THE 8 IN TILE PIPE WAS RECOVERED AND IS
 FX3021'NOW FLUSH WITH THE GROUND.  REFERENCE MARK 1 RECOVERED AS DESCRIBED
 FX3021'PROJECTING 6 IN.  REFERENCE MARK 2 RECOVERED AS DESCRIBED IS SET
 FX3021'FLUSH WITH THE GROUND.
 FX3021
 FX3021                          STATION RECOVERY (1960)
 FX3021
 FX3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3021'STATION WAS FOUND DESTROYED.  THE CONCRETE MARK HAS BEEN BROKEN OFF
 FX3021'AND THE DISK MISSING.  REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FX3021'IN GOOD CONDITION.  THE DISTANCE FROM REFERENCE MARK NO. 1
 FX3021'CHECKED TO THE CENTER OF THE OLD CONCRETE POST, BUT THE DISTANCE
 FX3021'FROM REFERENCE MARK NO. 2 DID NOT EVEN REACH THE MARK.  THERE
 FX3021'WAS NO UNDERGROUND MARK SET FOR THIS STATION SO IT COULD NOT
 FX3021'BE RE-ESTABLISHED.
 FX3021'
 FX3021'REFERENCE MARK NO. 1 IS 200 FEET WEST OF THE SHORELINE AND 45
 FX3021'FEET SOUTH OF A LINE OF CHANNEL BEACONS 5 AND 6 FOR LITTLE CREEK
 FX3021'CHANNEL.  THE DISK IS FLUSH WITH THE GROUND AND THE DISK IS
 FX3021'STAMPED CRAB 1944.
 FX3021'
 FX3021'REFERENCE MARK NO. 2 IS ABOUT 200 FEET WEST OF THE SHORE LINE
 FX3021'AND ABOUT 500 FEET NORTH OF PRETTY LAKE AVE. IF EXTENDED IN THE
 FX3021'CITY OF NORFOLK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 FX3021'IS STAMPED CRAB NO 2 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3880 ***********************************************************************
 GV3880  DESIGNATION -  CRAB HOUSE UPPER FLAGSTAFF
 GV3880  PID         -  GV3880
 GV3880  STATE/COUNTY-  VA/NORTHAMPTON
 GV3880  USGS QUAD   -  CAPE CHARLES (1986)
 GV3880
 GV3880                         *CURRENT SURVEY CONTROL
 GV3880  ___________________________________________________________________
 GV3880* NAD 83(1993)-  37 16 01.83554(N)    076 01 28.01832(W)     ADJUSTED  
 GV3880* NAVD 88     -                                                        
 GV3880  ___________________________________________________________________
 GV3880  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GV3880  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 GV3880
 GV3880  HORZ ORDER  -  THIRD
 GV3880
 GV3880.The horizontal coordinates were established by classical geodetic methods
 GV3880.and adjusted by the National Geodetic Survey in September 1995..
 GV3880
 GV3880
 GV3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3880
 GV3880.The geoid height was determined by GEOID03.
 GV3880
 GV3880;                    North         East     Units Scale Factor Converg.
 GV3880;SPC VA S     - 1,106,511.461 3,719,542.683   MT  0.99994693   +1 30 08.9
 GV3880;SPC VA S     - 3,630,279.68 12,203,199.62   sFT  0.99994693   +1 30 08.9
 GV3880;UTM  18      - 4,125,003.552   409,167.126   MT  0.99970163   -0 37 13.4
 GV3880
 GV3880                          SUPERSEDED SURVEY CONTROL
 GV3880
 GV3880  NAD 83(1993)-  37 16 01.83354(N)    076 01 28.01636(W) AD(       ) 4
 GV3880  NAD 83(1986)-  37 16 01.83900(N)    076 01 28.05222(W) AD(       ) 4
 GV3880  NAD 27      -  37 16 01.33000(N)    076 01 29.29900(W) AD(       ) 3
 GV3880
 GV3880.Superseded values are not recommended for survey control.
 GV3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3880.See file dsdata.txt to determine how the superseded data were derived.
 GV3880
 GV3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0916725004(NAD 83)
 GV3880_MARKER: 83 = FLAGSTAFF
 GV3880
 GV3880  HISTORY     - Date     Condition        Report By
 GV3880  HISTORY     - 1914     FIRST OBSERVED   CGS
 GV3880
 GV3880                          STATION DESCRIPTION
 GV3880
 GV3880'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1283 ***********************************************************************
 FW1283  DESIGNATION -  CRADDOCK 1898
 FW1283  PID         -  FW1283
 FW1283  STATE/COUNTY-  VA/ACCOMACK
 FW1283  USGS QUAD   -  JAMESVILLE (1992)
 FW1283
 FW1283                         *CURRENT SURVEY CONTROL
 FW1283  ___________________________________________________________________
 FW1283* NAD 83(1993)-  37 36 02.04435(N)    075 55 30.24221(W)     ADJUSTED  
 FW1283* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1283  ___________________________________________________________________
 FW1283  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 FW1283  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 FW1283
 FW1283  HORZ ORDER  -  THIRD
 FW1283
 FW1283.The horizontal coordinates were established by classical geodetic methods
 FW1283.and adjusted by the National Geodetic Survey in November 1994..
 FW1283
 FW1283.The orthometric height was scaled from a topographic map.
 FW1283
 FW1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1283
 FW1283.The geoid height was determined by GEOID03.
 FW1283
 FW1283;                    North         East     Units Scale Factor Converg.
 FW1283;SPC VA S     - 1,143,733.216 3,727,345.119   MT  0.99995365   +1 33 46.0
 FW1283;SPC VA S     - 3,752,398.06 12,228,798.11   sFT  0.99995365   +1 33 46.0
 FW1283;UTM  18      - 4,161,900.937   418,342.107   MT  0.99968213   -0 33 52.1
 FW1283
 FW1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1283!SPC VA S     -   1.00000576  x   0.99995365  =   0.99995941
 FW1283!UTM  18      -   1.00000576  x   0.99968213  =   0.99968789
 FW1283
 FW1283:                Primary Azimuth Mark                     Grid Az
 FW1283:SPC VA S     -  SANDY POINT 2 1898                       198 46 03.0
 FW1283:UTM  18      -  SANDY POINT 2 1898                       200 53 41.1
 FW1283
 FW1283|---------------------------------------------------------------------|
 FW1283| PID    Reference Object                     Distance      Geod. Az  |
 FW1283|                                                           dddmmss.s |
 FW1283| FW1286 SANDY POINT 2 1898                  APPROX. 4.5 KM 2001949.0 |
 FW1283|---------------------------------------------------------------------|
 FW1283
 FW1283                          SUPERSEDED SURVEY CONTROL
 FW1283
 FW1283  NAD 83(1993)-  37 36 02.04739(N)    075 55 30.25898(W) AD(       ) 3
 FW1283  NAD 83(1986)-  37 36 02.04618(N)    075 55 30.27236(W) AD(       ) 3
 FW1283  NAD 27      -  37 36 01.61500(N)    075 55 31.47300(W) AD(       ) 3
 FW1283
 FW1283.Superseded values are not recommended for survey control.
 FW1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1283.See file dsdata.txt to determine how the superseded data were derived.
 FW1283
 FW1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1834261901(NAD 83)
 FW1283_MARKER: N = NAIL
 FW1283_SETTING: 0 = UNSPECIFIED SETTING
 FW1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1283
 FW1283  HISTORY     - Date     Condition        Report By
 FW1283  HISTORY     - 1898     MONUMENTED       CGS
 FW1283  HISTORY     - 1900     SEE DESCRIPTION  CGS
 FW1283  HISTORY     - 1904     GOOD             CGS
 FW1283  HISTORY     - 1914     GOOD             CGS
 FW1283  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1283
 FW1283                          STATION DESCRIPTION
 FW1283
 FW1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (PAW)
 FW1283'STATION RECOVERED IN FAIR CONDITION, AND A LARGE 50-FOOT
 FW1283'SIGNAL ERECTED.  STATION IS MARKED BY A STAKE WITH NAIL IN
 FW1283'CENTER SURROUNDED BY BROKEN DRAIN TILE, AND IS LOCATED ON
 FW1283'SAND DUNE, 50 FEET FROM HIGH-WATER MARK, CHESAPEAKE BAY,
 FW1283'AND 380 FEET FROM ARM OF CRADDOCK CREEK WHICH BOUNDS EASTERN
 FW1283'SHORE OF NECK, AND JUST N OF LARGE FISH WEIR, RUNNING NW FROM
 FW1283'BEACH.
 FW1283'
 FW1283'RED BUOY BEARS NW 1/2 W.
 FW1283'
 FW1283'SIGNAL NAN BEARS NNE 1/2 E.
 FW1283'
 FW1283'LARGE BARN BEARS E 1/2 S.
 FW1283'
 FW1283'NO OTHER OBJECTS FROM WHICH BEARINGS OR DISTANCES COULD BE
 FW1283'DETERMINED WERE AVAILABLE.
 FW1283
 FW1283                          STATION RECOVERY (1904)
 FW1283
 FW1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1283'STATION WAS VISITED.  IT IS IN EXCELLENT CONDITION.
 FW1283
 FW1283                          STATION RECOVERY (1914)
 FW1283
 FW1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (OWF)
 FW1283'STATION RECOVERED AT HALF TIDE AT EDGE OF WATER.  A GOOD
 FW1283'REFERENCE MARK WAS SET.
 FW1283
 FW1283                          STATION RECOVERY (1942)
 FW1283
 FW1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1283'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR
 FW1283'TWO HOURS BUT NO EVIDENCE OF THIS STATION COULD BE FOUND.  DUE
 FW1283'TO THE NATURE AND AGE, IT IS RECOMMENDED THAT THIS STATION
 FW1283'BE CLASSIFIED AS DESTROYED.
 FW1283'
 FW1283'THE REFERENCE MARK SET IN 1914 COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4369 ***********************************************************************
 GV4369  DESIGNATION -  CRADLE VFC 1936
 GV4369  PID         -  GV4369
 GV4369  STATE/COUNTY-  VA/MATHEWS
 GV4369  USGS QUAD   -  WARE NECK (1980)
 GV4369
 GV4369                         *CURRENT SURVEY CONTROL
 GV4369  ___________________________________________________________________
 GV4369* NAD 83(1993)-  37 25 20.41319(N)    076 26 35.52897(W)     ADJUSTED  
 GV4369* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4369  ___________________________________________________________________
 GV4369  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 GV4369  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 GV4369
 GV4369  HORZ ORDER  -  THIRD
 GV4369
 GV4369.The horizontal coordinates were established by classical geodetic methods
 GV4369.and adjusted by the National Geodetic Survey in September 1995..
 GV4369
 GV4369.The orthometric height was scaled from a topographic map.
 GV4369
 GV4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4369
 GV4369.The geoid height was determined by GEOID03.
 GV4369
 GV4369;                    North         East     Units Scale Factor Converg.
 GV4369;SPC VA S     - 1,122,835.293 3,682,037.172   MT  0.99994586   +1 14 54.0
 GV4369;SPC VA S     - 3,683,835.46 12,080,150.29   sFT  0.99994586   +1 14 54.0
 GV4369;UTM  18      - 4,142,702.717   372,299.658   MT  0.99980087   -0 52 37.7
 GV4369
 GV4369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4369!SPC VA S     -   1.00000563  x   0.99994586  =   0.99995149
 GV4369!UTM  18      -   1.00000563  x   0.99980087  =   0.99980650
 GV4369
 GV4369:                Primary Azimuth Mark                     Grid Az
 GV4369:SPC VA S     -  AUBURN VFC 1936                          103 33 13.7
 GV4369:UTM  18      -  AUBURN VFC 1936                          105 40 45.4
 GV4369
 GV4369|---------------------------------------------------------------------|
 GV4369| PID    Reference Object                     Distance      Geod. Az  |
 GV4369|                                                           dddmmss.s |
 GV4369| GV4363 AUBURN VFC 1936                     APPROX. 1.0 KM 1044807.7 |
 GV4369|---------------------------------------------------------------------|
 GV4369
 GV4369                          SUPERSEDED SURVEY CONTROL
 GV4369
 GV4369  NAD 83(1993)-  37 25 20.41674(N)    076 26 35.52987(W) AD(       ) 3
 GV4369  NAD 83(1986)-  37 25 20.42563(N)    076 26 35.55736(W) AD(       ) 3
 GV4369  NAD 27      -  37 25 19.92100(N)    076 26 36.73700(W) AD(       ) 3
 GV4369
 GV4369.Superseded values are not recommended for survey control.
 GV4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4369.See file dsdata.txt to determine how the superseded data were derived.
 GV4369
 GV4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7230042703(NAD 83)
 GV4369_MARKER: Z = SEE DESCRIPTION
 GV4369_SETTING: 0 = UNSPECIFIED SETTING
 GV4369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4369
 GV4369  HISTORY     - Date     Condition        Report By
 GV4369  HISTORY     - 1936     MONUMENTED       VACF
 GV4369  HISTORY     - 1944     GOOD             CGS
 GV4369  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4369
 GV4369                          STATION DESCRIPTION
 GV4369
 GV4369'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4369'STATION IS LOCATED ON EXTREME END OF CRADLE POINT, NORTH
 GV4369'RIVER.  EASILY LOCATED UNTIL WASHED AWAY.
 GV4369
 GV4369                          STATION RECOVERY (1944)
 GV4369
 GV4369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4369'STATION RECOVERED IN FAIR CONDITION, ONE METER INSHORE FROM
 GV4369'HIGH-WATER LINE.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 GV4369'ADEQUATE FOR PRESENT-DAY RECOVERY.  THE STAKES AND REMAINS
 GV4369'OF AN OLD SIGNAL TOWER WILL AID IN THE RECOVERY FOR SEVERAL
 GV4369'YEARS.
 GV4369
 GV4369                          STATION RECOVERY (2002)
 GV4369
 GV4369'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8379 ***********************************************************************
 HV8379  DESIGNATION -  CRAFTOWN
 HV8379  PID         -  HV8379
 HV8379  STATE/COUNTY-  VA/FAIRFAX
 HV8379  USGS QUAD   -  FAIRFAX (1994)
 HV8379
 HV8379                         *CURRENT SURVEY CONTROL
 HV8379  ___________________________________________________________________
 HV8379* NAD 83(1993)-  38 45 14.48840(N)    077 20 51.87045(W)     ADJUSTED  
 HV8379* NAVD 88     -       105.255  (meters)     345.32   (feet)  ADJUSTED  
 HV8379  ___________________________________________________________________
 HV8379  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HV8379  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV8379  DYNAMIC HT  -         105.196 (meters)     345.13  (feet)  COMP
 HV8379  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 HV8379
 HV8379  HORZ ORDER  -  SECOND
 HV8379  VERT ORDER  -  THIRD
 HV8379
 HV8379.The horizontal coordinates were established by classical geodetic methods
 HV8379.and adjusted by the National Geodetic Survey in November 1994..
 HV8379
 HV8379.The orthometric height was determined by differential leveling
 HV8379.and adjusted by the National Geodetic Survey in September 2004..
 HV8379.No vertical observational check was made to the station.
 HV8379
 HV8379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8379
 HV8379.The geoid height was determined by GEOID03.
 HV8379
 HV8379.The dynamic height is computed by dividing the NAVD 88
 HV8379.geopotential number by the normal gravity value computed on the
 HV8379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8379.degrees latitude (g = 980.6199 gals.).
 HV8379
 HV8379.The modeled gravity was interpolated from observed gravity values.
 HV8379
 HV8379;                    North         East     Units Scale Factor Converg.
 HV8379;SPC VA N     - 2,121,324.370 3,600,153.145   MT  0.99995122   +0 43 08.9
 HV8379;SPC VA N     - 6,959,711.70 11,811,502.44   sFT  0.99995122   +0 43 08.9
 HV8379;UTM  18      - 4,292,098.238   295,990.442   MT  1.00011254   -1 28 12.5
 HV8379
 HV8379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8379!SPC VA N     -   0.99998849  x   0.99995122  =   0.99993971
 HV8379!UTM  18      -   0.99998849  x   1.00011254  =   1.00010103
 HV8379
 HV8379                          SUPERSEDED SURVEY CONTROL
 HV8379
 HV8379  NAD 83(1993)-  38 45 14.48698(N)    077 20 51.87667(W) AD(       ) 2
 HV8379  NAD 83(1986)-  38 45 14.48743(N)    077 20 51.88356(W) AD(       ) 2
 HV8379  NGVD 29 (01/12/90)  105.6    (m)          346.     (f) VERT ANG       
 HV8379
 HV8379.Superseded values are not recommended for survey control.
 HV8379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8379.See file dsdata.txt to determine how the superseded data were derived.
 HV8379
 HV8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9599092098(NAD 83)
 HV8379_MARKER: DE = TRAVERSE STATION DISK
 HV8379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8379_SP_SET: CONCRETE POST
 HV8379_STAMPING: CRAFTOWN 1976
 HV8379_MARK LOGO: VA-059
 HV8379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8379+STABILITY: SURFACE MOTION
 HV8379
 HV8379  HISTORY     - Date     Condition        Report By
 HV8379  HISTORY     - 1976     MONUMENTED       VA-059
 HV8379  HISTORY     - 1976     GOOD             VA-059
 HV8379  HISTORY     - 19920120 GOOD             MSI
 HV8379
 HV8379                          STATION DESCRIPTION
 HV8379
 HV8379'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8379'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF LORTON, 6.7 MILES
 HV8379'SOUTHWEST OF FAIRFAX, 2.8 MILES SOUTHEAST OF CLIFTON, ON THE FIRST
 HV8379'HILL SOUTHEAST OF THE JUNCTION OF THE OVERHEAD POWER LINES AND
 HV8379'WILLOWBROOK ROAD. SEE FAIRFAX COUNTY TAX MAP 86-4, REVISED TO 1-1-76.
 HV8379'
 HV8379'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8379'ROUTE 123, OX ROAD, IN FAIRFAX, GO SOUTH ON ROUTE 123 FOR 7.6 MILES
 HV8379'TO THE JUNCTION WITH ROUT 643, HENDERSON ROAD. TURN RIGHT AND GO WEST
 HV8379'FOR 2.7 MILES TO THE JUNCTION WITH ROUTE 610, WOLFRUN SHOALS ROAD.
 HV8379'TURN RIGHT AND GO NORTH FOR 1.2 MILES TO JUNCTION WITH ROUTE 645,
 HV8379'CLIFTON ROAD. TURN LEFT AND GO WEST FOR 0.5 MILES TO JUNCTION WITH
 HV8379'WILLOWBROOK ROAD. TURN LEFT AND GO 0.3 MILES TO OVERHEAD POWERLINE
 HV8379'CROSSING AND THE STATION ON THE FIRST HILL ON THE LEFT.
 HV8379'
 HV8379'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8379'CRAFTOWN 1976--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8379'14 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED
 HV8379'222 FEET E FROM THE CENTERLINE OF WILLOWBROOK ROAD AND 7 FEET NW FROM
 HV8379'A STEEL WITNESS POST.
 HV8379'
 HV8379'REFERENCE MARK NO. 01 IS A FILED X IN THE SIDE OF A WHITE METAL GAS
 HV8379'LINE MARKER POST WHICH MARKS GAS LINE B. LOCATED 60 FEET N FROM A
 HV8379'STEEL WITNESS POST.
 HV8379
 HV8379                          STATION RECOVERY (1976)
 HV8379
 HV8379'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1976
 HV8379'RECOVERED IN GOOD CONDITION.
 HV8379
 HV8379                          STATION RECOVERY (1992)
 HV8379
 HV8379'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8379'THE STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) NORTHWEST OF LORTON,
 HV8379'6.7 MILES (10.8 KM) SOUTHWEST OF FAIRFAX, 2.8 MILES (4.5 KM)
 HV8379'SOUTHEAST OF CLIFTON, ON THE FIRST HILL SOUTHEAST OF THE JUNCTION OF
 HV8379'THE OVERHEAD POWER LINES AND WILLOWBROOK ROAD.  SEE FAIRFAX COUNTY
 HV8379'TAX MAP 86-4, REVISED TO 1-1-76.  TO REACH THE STATION FROM THE
 HV8379'JUNCTION OF ROUTE 236, MAIN STREET, AND ROUTE 123, OX ROAD, IN
 HV8379'FAIRFAX, GO SOUTH ON ROUTE 123 FOR 7.6 MILES (12.2 KM) TO THE
 HV8379'JUNCTION WITH ROUT 643, HENDERSON ROAD.  TURN RIGHT AND GO WEST FOR
 HV8379'2.7 MILES (4.3 KM) TO THE JUNCTION WITH ROUTE 610, WOLFRUN SHOALS
 HV8379'ROAD.  TURN RIGHT AND GO NORTH FOR 1.2 MILES (1.9 KM) TO JUNCTION
 HV8379'WITH ROUTE 645, CLIFTON ROAD.  TURN LEFT AND GO WEST FOR 0.5 MILES
 HV8379'(0.8 KM) TO JUNCTION WITH WILLOWBROOK ROAD.  TURN LEFT AND GO 0.3
 HV8379'MILES (0.5 KM) TO OVERHEAD POWERLINE CROSSING AND THE STATION ON THE
 HV8379'FIRST HILL ON THE LEFT,IN TOP OF A ROUND CONCRETE MONUMENT 14 INCHES
 HV8379'IN DIAMETER FLUSH WITH THE GROUND, 222 FEET (67.7 M) E OF THE
 HV8379'CENTERLINE OF WILLOWBROOK ROAD AND 7 FEET (2.1 M) NW FROM A STEEL
 HV8379'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1274 ***********************************************************************
 GW1274  DESIGNATION -  CRAIG
 GW1274  PID         -  GW1274
 GW1274  STATE/COUNTY-  VA/CAMPBELL
 GW1274  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1274
 GW1274                         *CURRENT SURVEY CONTROL
 GW1274  ___________________________________________________________________
 GW1274* NAD 83(1993)-  37 13 13.23422(N)    079 11 34.45896(W)     ADJUSTED  
 GW1274* NAVD 88     -       293.337  (meters)     962.39   (feet)  ADJUSTED  
 GW1274  ___________________________________________________________________
 GW1274  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 GW1274  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1274  DYNAMIC HT  -         293.112 (meters)     961.65  (feet)  COMP
 GW1274  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 GW1274
 GW1274  HORZ ORDER  -  SECOND
 GW1274  VERT ORDER  -  FIRST     CLASS II
 GW1274
 GW1274.The horizontal coordinates were established by classical geodetic methods
 GW1274.and adjusted by the National Geodetic Survey in September 1995..
 GW1274
 GW1274.The orthometric height was determined by differential leveling
 GW1274.and adjusted by the National Geodetic Survey in June 1991..
 GW1274
 GW1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1274
 GW1274.The geoid height was determined by GEOID03.
 GW1274
 GW1274.The dynamic height is computed by dividing the NAVD 88
 GW1274.geopotential number by the normal gravity value computed on the
 GW1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1274.degrees latitude (g = 980.6199 gals.).
 GW1274
 GW1274.The modeled gravity was interpolated from observed gravity values.
 GW1274
 GW1274;                    North         East     Units Scale Factor Converg.
 GW1274;SPC VA S     - 1,098,660.995 3,438,505.480   MT  0.99994868   -0 25 13.9
 GW1274;SPC VA S     - 3,604,523.61 11,281,163.40   sFT  0.99994868   -0 25 13.9
 GW1274;UTM  17      - 4,120,845.839   660,330.228   MT  0.99991666   +1 05 35.9
 GW1274
 GW1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1274!SPC VA S     -   0.99995894  x   0.99994868  =   0.99990763
 GW1274!UTM  17      -   0.99995894  x   0.99991666  =   0.99987561
 GW1274
 GW1274:                Primary Azimuth Mark                     Grid Az
 GW1274:SPC VA S     -  LONG MOUNTIAN C P TEL MAST               051 25 35.9
 GW1274:UTM  17      -  LONG MOUNTIAN C P TEL MAST               049 54 46.1
 GW1274
 GW1274|---------------------------------------------------------------------|
 GW1274| PID    Reference Object                     Distance      Geod. Az  |
 GW1274|                                                           dddmmss.s |
 GW1274| GW2177 LONG MOUNTIAN C P TEL MAST          APPROX.11.7 KM 0510022.0 |
 GW1274| GW1276 CRAIG AZ MK                                        2084055.8 |
 GW1274| GW1275 CRAIG RM 1                           20.302 METERS 20914     |
 GW1274| DC4024 CRAIG AZ MK RESET                                  3392921.7 |
 GW1274|---------------------------------------------------------------------|
 GW1274
 GW1274                          SUPERSEDED SURVEY CONTROL
 GW1274
 GW1274  NAD 83(1993)-  37 13 13.23410(N)    079 11 34.45897(W) AD(       ) 2
 GW1274  NAD 83(1986)-  37 13 13.24299(N)    079 11 34.47340(W) AD(       ) 2
 GW1274  NAD 27      -  37 13 12.71859(N)    079 11 35.39596(W) AD(       ) 2
 GW1274  NGVD 29 (03/05/92)  293.563  (m)          963.13   (f) ADJUSTED    1 2
 GW1274
 GW1274.Superseded values are not recommended for survey control.
 GW1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1274.See file dsdata.txt to determine how the superseded data were derived.
 GW1274
 GW1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6033020846(NAD 83)
 GW1274_MARKER: DE = TRAVERSE STATION DISK
 GW1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1274_STAMPING: CRAIG 1964
 GW1274_MARK LOGO: CGS   
 GW1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1274+STABILITY: SURFACE MOTION
 GW1274
 GW1274  HISTORY     - Date     Condition        Report By
 GW1274  HISTORY     - 1964     MONUMENTED       CGS
 GW1274  HISTORY     - 1964     GOOD             CGS
 GW1274  HISTORY     - 1965     GOOD             CGS
 GW1274  HISTORY     - 1983     GOOD             NGS
 GW1274
 GW1274                          STATION DESCRIPTION
 GW1274
 GW1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1274'THE STATION IS LOCATED 11 MILES NORTHEAST OF ALTAVISTA, 2
 GW1274'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 GW1274'ROUTE 24 AND ON THE WEST RIGHT OF WAY OF U.S. HIGHWAY 29
 GW1274'AND JUST SOUTH OF COUNTY ROAD 888.
 GW1274'
 GW1274'TO REACH FROM THE STOP LIGHT AT THE MAIN CROSSING IN ALTAVISTA,
 GW1274'GO NORTHEAST ON U.S. HIGHWAY 29 FOR 10.4 MILES TO THE AZIMUTH
 GW1274'MARK ON THE RIGHT JUST AFTER PASSING COUNTY ROAD 686.  CONTINUE
 GW1274'FOR 0.25 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 GW1274'COUNTY ROAD 888.
 GW1274'
 GW1274'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED CRAIG
 GW1274'1964, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 GW1274'THE GROUND.  IT IS 84 FEET SOUTH OF THE APPROXIMATE CENTER
 GW1274'OF COUNTY ROAD 888, 37 FEET WEST OF THE CENTER LINE OF U.S.
 GW1274'HIGHWAY 29, 25 FEET NORTHEAST A HIGHWAY RIGHT OF WAY MARKER
 GW1274'AND 22 FEET NORTHEAST OF AN OAK TREE.
 GW1274'
 GW1274'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAIG NO 1 1964,
 GW1274'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GW1274'IT IS 112 FEET NORTHEAST OF A WHITE HOUSE, 36 FEET WEST OF
 GW1274'THE CENTER LINE OF U.S. HIGHWAY 29 AND 3 FEET WEST OF AN
 GW1274'ASH TREE.
 GW1274'
 GW1274'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAIG 1964, SET
 GW1274'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GW1274'IT IS 147 FEET NORTH OF COUNTY ROAD 686, 35 FEET EAST OF THE
 GW1274'CENTER LINE OF U.S. HIGHWAY 29 AND 4 FEET NORTHEAST OF AN
 GW1274'ELM TREE.
 GW1274
 GW1274                          STATION RECOVERY (1964)
 GW1274
 GW1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1274'10.1 MI NE FROM ALTAVISTA.
 GW1274'ABOUT 10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1274'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF A CONCRETE
 GW1274'POST, FLUSH, 84 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 GW1274'ROAD 888, 66.61 FEET NORTHEAST OF R.M. 1, 37 FEET WEST OF THE
 GW1274'CENTERLINE OF U.S. HIGHWAY 29, 25 FEET NORTHEAST OF A HIGHWAY
 GW1274'RIGHT OF WAY MARKER, 22 FEET NORTHEAST OF AN OAK TREE AND IS
 GW1274'ABOUT LEVEL WITH THE ROAD.
 GW1274
 GW1274                          STATION RECOVERY (1965)
 GW1274
 GW1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW1274'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 GW1274'THE AZIMUTH MARK WAS MOVED AS REQUESTED BY MR. A.K. HUNSBERGER,
 GW1274'LOCATION AND DESIGN ENGINEER, WITH THE VIRGINIA DEPARTMENT
 GW1274'OF HIGHWAYS.  A DESCRIPTION OF CRAIG 1964 RESET 1965 AZIMUTH
 GW1274'MARK FOLLOWS.
 GW1274'
 GW1274'AZIMUTH MARK IS 210 FEET EAST OF MR. WILLIAM MC DANIAL HOME,
 GW1274'58 FEET SOUTH OF POWERLINE POLE NO. BH 3, 8 FEET SOUTHEAST
 GW1274'OF THE CENTER OF A TRACK ROAD, 3.5 FEET SOUTHWEST OF A WITNESS
 GW1274'POST AND 2 FEET NORTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 GW1274'DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS 4 INCHES,
 GW1274'AND IS STAMPED CRAIG 1964 RESET 1965.  NOTE.  16A.
 GW1274'
 GW1274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 GW1274'ON COUNTY ROAD 888 FOR 0.1 MILE TO A FORK, TURN LEFT AND
 GW1274'CONTINUE NORTHERLY ON COUNTY ROAD 888 FOR 0.15 MILE TO A
 GW1274'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE
 GW1274'MARK ON THE RIGHT.
 GW1274
 GW1274                          STATION RECOVERY (1983)
 GW1274
 GW1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1276 ***********************************************************************
 GW1276  DESIGNATION -  CRAIG AZ MK
 GW1276  PID         -  GW1276
 GW1276  STATE/COUNTY-  VA/CAMPBELL
 GW1276  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1276
 GW1276                         *CURRENT SURVEY CONTROL
 GW1276  ___________________________________________________________________
 GW1276* NAD 83(1986)-  37 13 00.     (N)    079 11 44.     (W)     SCALED    
 GW1276* NAVD 88     -       283.922  (meters)     931.50   (feet)  ADJUSTED  
 GW1276  ___________________________________________________________________
 GW1276  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1276  DYNAMIC HT  -         283.704 (meters)     930.79  (feet)  COMP
 GW1276  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 GW1276
 GW1276  VERT ORDER  -  SECOND    CLASS 0
 GW1276
 GW1276.The horizontal coordinates were scaled from a topographic map and have
 GW1276.an estimated accuracy of +/- 6 seconds.
 GW1276
 GW1276.The orthometric height was determined by differential leveling
 GW1276.and adjusted by the National Geodetic Survey in June 1991..
 GW1276
 GW1276.The geoid height was determined by GEOID03.
 GW1276
 GW1276.The dynamic height is computed by dividing the NAVD 88
 GW1276.geopotential number by the normal gravity value computed on the
 GW1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1276.degrees latitude (g = 980.6199 gals.).
 GW1276
 GW1276.The modeled gravity was interpolated from observed gravity values.
 GW1276
 GW1276;                    North         East    Units  Estimated Accuracy
 GW1276;SPC VA S     - 1,098,260.    3,438,270.      MT  (+/- 180 meters Scaled)
 GW1276
 GW1276                          SUPERSEDED SURVEY CONTROL
 GW1276
 GW1276  NGVD 29 (??/??/92)  284.147  (m)          932.24   (f) ADJ UNCH    2 0
 GW1276
 GW1276.Superseded values are not recommended for survey control.
 GW1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1276.See file dsdata.txt to determine how the superseded data were derived.
 GW1276
 GW1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB601204(NAD 83)
 GW1276_MARKER: DZ = AZIMUTH MARK DISK
 GW1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1276_STAMPING: CRAIG 1964
 GW1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1276+STABILITY: SURFACE MOTION
 GW1276
 GW1276  HISTORY     - Date     Condition        Report By
 GW1276  HISTORY     - 1964     MONUMENTED       CGS
 GW1276  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1276
 GW1276                          STATION DESCRIPTION
 GW1276
 GW1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1276'9.8 MI NE FROM ALTAVISTA.
 GW1276'ABOUT 9.8 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1276'OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF A CONCRETE POST,
 GW1276'FLUSH, 147 FEET NORTH OF COUNTY ROAD 686, 35 FEET EAST OF THE
 GW1276'CENTERLINE OF U.S. HIGHWAY 29, 4 FEET NORTHEAST OF AN ELM TREE
 GW1276'AND IS ABOUT LEVEL WITH THE ROAD.
 GW1276
 GW1276                          STATION RECOVERY (1983)
 GW1276
 GW1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1276'NOT RECOVERED, MARK LOCATION IS NOW A 4-FOOT DEEP DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1275 ***********************************************************************
 GW1275  DESIGNATION -  CRAIG RM 1
 GW1275  PID         -  GW1275
 GW1275  STATE/COUNTY-  VA/CAMPBELL
 GW1275  USGS QUAD   -  CASTLE CRAIG (1984)
 GW1275
 GW1275                         *CURRENT SURVEY CONTROL
 GW1275  ___________________________________________________________________
 GW1275* NAD 83(1986)-  37 13 14.     (N)    079 11 34.     (W)     SCALED    
 GW1275* NAVD 88     -       293.298  (meters)     962.26   (feet)  ADJUSTED  
 GW1275  ___________________________________________________________________
 GW1275  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1275  DYNAMIC HT  -         293.072 (meters)     961.52  (feet)  COMP
 GW1275  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 GW1275
 GW1275  VERT ORDER  -  FIRST     CLASS II
 GW1275
 GW1275.The horizontal coordinates were scaled from a topographic map and have
 GW1275.an estimated accuracy of +/- 6 seconds.
 GW1275
 GW1275.The orthometric height was determined by differential leveling
 GW1275.and adjusted by the National Geodetic Survey in June 1991..
 GW1275
 GW1275.The geoid height was determined by GEOID03.
 GW1275
 GW1275.The dynamic height is computed by dividing the NAVD 88
 GW1275.geopotential number by the normal gravity value computed on the
 GW1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1275.degrees latitude (g = 980.6199 gals.).
 GW1275
 GW1275.The modeled gravity was interpolated from observed gravity values.
 GW1275
 GW1275;                    North         East    Units  Estimated Accuracy
 GW1275;SPC VA S     - 1,098,690.    3,438,520.      MT  (+/- 180 meters Scaled)
 GW1275
 GW1275                          SUPERSEDED SURVEY CONTROL
 GW1275
 GW1275  NGVD 29 (03/05/92)  293.522  (m)          963.00   (f) ADJUSTED    1 2
 GW1275
 GW1275.Superseded values are not recommended for survey control.
 GW1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1275.See file dsdata.txt to determine how the superseded data were derived.
 GW1275
 GW1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB603208(NAD 83)
 GW1275_MARKER: DR = REFERENCE MARK DISK
 GW1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1275_STAMPING: CRAIG NO 1 1964
 GW1275_MARK LOGO: CGS   
 GW1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1275+STABILITY: SURFACE MOTION
 GW1275
 GW1275  HISTORY     - Date     Condition        Report By
 GW1275  HISTORY     - 1964     MONUMENTED       CGS
 GW1275  HISTORY     - 1983     GOOD             NGS
 GW1275
 GW1275                          STATION DESCRIPTION
 GW1275
 GW1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1275'10.1 MI NE FROM ALTAVISTA.
 GW1275'AT THE CRAIG STATION SITE-- SET IN THE TOP OF A CONCRETE POST,
 GW1275'FLUSH, 112 FEET NORTHEAST OF A WHITE HOUSE, 66.61 FEET SOUTHWEST
 GW1275'OF THE STATION MARK, 36 FEET WEST OF THE CENTERLINE OF U.S.
 GW1275'HIGHWAY 29, 3 FEET WEST OF AN ASH TREE AND IS ABOUT LEVEL WITH
 GW1275'THE ROAD.
 GW1275
 GW1275                          STATION RECOVERY (1983)
 GW1275
 GW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5240 ***********************************************************************
 HV5240  DESIGNATION -  CRAMER
 HV5240  PID         -  HV5240
 HV5240  STATE/COUNTY-  VA/LOUDOUN
 HV5240  USGS QUAD   -  HERNDON (1994)
 HV5240
 HV5240                         *CURRENT SURVEY CONTROL
 HV5240  ___________________________________________________________________
 HV5240* NAD 83(1993)-  38 56 21.82230(N)    077 29 32.16973(W)     ADJUSTED  
 HV5240* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 HV5240  ___________________________________________________________________
 HV5240  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 HV5240  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV5240
 HV5240  HORZ ORDER  -  THIRD
 HV5240
 HV5240.The horizontal coordinates were established by classical geodetic methods
 HV5240.and adjusted by the National Geodetic Survey in November 1994..
 HV5240
 HV5240.The orthometric height was scaled from a topographic map.
 HV5240
 HV5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5240
 HV5240.The geoid height was determined by GEOID03.
 HV5240
 HV5240;                    North         East     Units Scale Factor Converg.
 HV5240;SPC VA N     - 2,141,752.912 3,587,365.614   MT  0.99996413   +0 37 44.2
 HV5240;SPC VA N     - 7,026,734.35 11,769,548.69   sFT  0.99996413   +0 37 44.2
 HV5240;UTM  18      - 4,313,004.946   283,991.588   MT  1.00017459   -1 34 01.2
 HV5240
 HV5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5240!SPC VA N     -   0.99998904  x   0.99996413  =   0.99995317
 HV5240!UTM  18      -   0.99998904  x   1.00017459  =   1.00016363
 HV5240
 HV5240|---------------------------------------------------------------------|
 HV5240| PID    Reference Object                     Distance      Geod. Az  |
 HV5240|                                                           dddmmss.s |
 HV5240| HV5289 CHANT AP 7A RM                       29.839 METERS 00038     |
 HV5240| DC6159 CRAMER RM 1                          12.420 METERS 04738     |
 HV5240| DC6158 CRAMER AZ MK                                       0961712.3 |
 HV5240| DC6160 CRAMER RM 2                          15.321 METERS 28157     |
 HV5240|---------------------------------------------------------------------|
 HV5240
 HV5240                          SUPERSEDED SURVEY CONTROL
 HV5240
 HV5240  NAD 83(1993)-  38 56 21.82269(N)    077 29 32.17372(W) AD(       ) 3
 HV5240  NAD 83(1986)-  38 56 21.82186(N)    077 29 32.18146(W) AD(       ) 3
 HV5240  NAD 27      -  38 56 21.42436(N)    077 29 33.21442(W) AD(       ) 3
 HV5240
 HV5240.Superseded values are not recommended for survey control.
 HV5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5240.See file dsdata.txt to determine how the superseded data were derived.
 HV5240
 HV5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8399213005(NAD 83)
 HV5240_MARKER: DS = TRIANGULATION STATION DISK
 HV5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5240
 HV5240  HISTORY     - Date     Condition        Report By
 HV5240  HISTORY     - 1958     MONUMENTED       CGS
 HV5240
 HV5240                          STATION DESCRIPTION
 HV5240
 HV5240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5240'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF CHANTILLY,
 HV5240'0.4 MILE WEST OF COUNTY ROUTE 639 AND ON THE SOUTH SIDE OF A
 HV5240'WOODED AREA.
 HV5240'
 HV5240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 HV5240'AND COUNTY ROUTE 657 IN CHANTILLY, GO WEST-NORTHWEST ON U.S.
 HV5240'HIGHWAY 50 FOR 3.4 MILES TO A SIDE ROAD ON THE RIGHT (COUNTY
 HV5240'ROUTE 639), TURN RIGHT AND GO NORTHERLY FOR 1.5 MILES TO A
 HV5240'SIDE ROAD ON THE RIGHT (COUNTY ROUTE 608) CONTINUE NORTHERLY
 HV5240'ON COUNTY ROUTE 639 FOR ABOUT 100 FEET TO A WIRE GATE ON THE
 HV5240'LEFT, (AZIMUTH MARK IS SET 22 FEET NORTH OF THE CENTER OF THIS
 HV5240'GATE) TURN LEFT, INTO OPEN PASTURE LAND, AND GO WESTERLY
 HV5240'FOR ABOUT 0.4 MILES TO NORTHWEST CORNER OF THE PASTURE AND
 HV5240'THE STATION.
 HV5240'
 HV5240'STATION MARK IS A STANDARD DISK, STAMPED CRAMER 1958, SET
 HV5240'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HV5240'IT IS 49 FEET SOUTHWEST OF A TRIPLE TRUNKED OAK TREE, 38 FEET
 HV5240'SOUTHEAST OF A 10 INCH HICKORY TREE WITH A TRIANGLE BLAZE
 HV5240'ON THE SOUTH SIDE AND 21 FEET SOUTH OF AN EAST-WEST FENCE
 HV5240'LINE.  AN UNDERGROUND DISK WAS NOT SET AT THIS STATION.
 HV5240'
 HV5240'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRAMER NO 1 1958,
 HV5240'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 HV5240'IT IS 9 FEET WEST-SOUTHWEST OF THE CENTER OF A TRIPLE TRUNKED
 HV5240'OAK TREE AND 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  A
 HV5240'STANDARD WITNESS POST WAS SET 1.5 FEET EAST-NORTHEAST OF THE
 HV5240'MARK.
 HV5240'
 HV5240'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRAMER NO 2 1958,
 HV5240'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HV5240'IT IS 44 FEET EAST OF A NORTH-SOUTH FENCE LINE, 16.5 FEET
 HV5240'WEST-SOUTHWEST OF A 10 INCH HICKORY TREE WITH A TRIANGLE BLAZE
 HV5240'ON THE SOUTH SIDE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 HV5240'LINE.
 HV5240'
 HV5240'AZIMUTH MARK, A STANDARD DISK STAMPED CRAMER 1958, IS SET
 HV5240'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HV5240'IT IS 135 FEET NORTH OF THE INTERSECTION OF COUNTY ROUTES
 HV5240'608 AND 639, 22 FEET WEST OF THE CENTER OF COUNTY ROUTE 639,
 HV5240'22 FEET NORTH OF THE CENTER OF A WIRE GATE AND 6 INCHES WEST
 HV5240'OF A FENCE LINE.  A STANDARD WITNESS POST WAS SET 1.5 FEET
 HV5240'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3510 ***********************************************************************
 FX3510  DESIGNATION -  CRANE
 FX3510  PID         -  FX3510
 FX3510  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3510  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3510
 FX3510                         *CURRENT SURVEY CONTROL
 FX3510  ___________________________________________________________________
 FX3510* NAD 83(1993)-  36 53 40.91201(N)    076 23 08.30718(W)     ADJUSTED  
 FX3510* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3510  ___________________________________________________________________
 FX3510  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FX3510  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 FX3510
 FX3510  HORZ ORDER  -  THIRD
 FX3510
 FX3510.The horizontal coordinates were established by classical geodetic methods
 FX3510.and adjusted by the National Geodetic Survey in September 1995..
 FX3510
 FX3510.The orthometric height was scaled from a topographic map.
 FX3510
 FX3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3510
 FX3510.The geoid height was determined by GEOID03.
 FX3510
 FX3510;                    North         East     Units Scale Factor Converg.
 FX3510;SPC VA S     - 1,064,407.405 3,688,442.183   MT  0.99997923   +1 16 59.7
 FX3510;SPC VA S     - 3,492,143.29 12,101,164.06   sFT  0.99997923   +1 16 59.7
 FX3510;UTM  18      - 4,084,087.316   376,537.924   MT  0.99978778   -0 49 55.1
 FX3510
 FX3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3510!SPC VA S     -   1.00000567  x   0.99997923  =   0.99998490
 FX3510!UTM  18      -   1.00000567  x   0.99978778  =   0.99979345
 FX3510
 FX3510:                Primary Azimuth Mark                     Grid Az
 FX3510:SPC VA S     -  MOND 1932                                283 30 03.1
 FX3510:UTM  18      -  MOND 1932                                285 36 57.9
 FX3510
 FX3510|---------------------------------------------------------------------|
 FX3510| PID    Reference Object                     Distance      Geod. Az  |
 FX3510|                                                           dddmmss.s |
 FX3510| FX3523 MOND 1932                           APPROX. 4.5 KM 2844702.8 |
 FX3510| DC8758 CRANE RM 1                                         28459     |
 FX3510| FX3527 NANSEMOND ORDNANCE DEPOT PIER       APPROX. 4.9 KM 3004228.8 |
 FX3510| FX3560 FISH HSE OFF HOFFLER CR N GAB       APPROX. 2.6 KM 3035128.8 |
 FX3510| FX3516 FISH HSE OFF NANSEMOND R N GAB      APPROX. 5.8 KM 3220120.8 |
 FX3510| FX3541 NEWPORT NEWS SHIPYARD CHIMNEY       APPROX.11.3 KM 3345120.6 |
 FX3510| FX3542 NEWPORT NEWS SHIPYARD RED TANK      APPROX.11.0 KM 3353103.2 |
 FX3510| FX3568 NEWPORT NEWS WGH RADIO TOWER        APPROX. 7.9 KM 3432959.8 |
 FX3510| DC8759 CRANE RM 2                                         35419     |
 FX3510|---------------------------------------------------------------------|
 FX3510
 FX3510                          SUPERSEDED SURVEY CONTROL
 FX3510
 FX3510  NAD 83(1986)-  36 53 40.91779(N)    076 23 08.34200(W) AD(       ) 3
 FX3510  NAD 27      -  36 53 40.38400(N)    076 23 09.54300(W) AD(       ) 3
 FX3510
 FX3510.Superseded values are not recommended for survey control.
 FX3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3510.See file dsdata.txt to determine how the superseded data were derived.
 FX3510
 FX3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7653884087(NAD 83)
 FX3510_MARKER: DS = TRIANGULATION STATION DISK
 FX3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3510
 FX3510  HISTORY     - Date     Condition        Report By
 FX3510  HISTORY     - 1940     MONUMENTED       CGS
 FX3510  HISTORY     - 1941     GOOD             CGS
 FX3510  HISTORY     - 1943     GOOD             CGS
 FX3510  HISTORY     - 1954     GOOD             AMS
 FX3510
 FX3510                          STATION DESCRIPTION
 FX3510
 FX3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (HCW)
 FX3510'THE STATION IS ON THE S SIDE OF HAMPTON ROADS, ON THE SW
 FX3510'END OF CRANEY ISLAND FLATS, APPROXIMATELY ONE MILE E OF THE
 FX3510'MOUTH OF HOFFLER CREEK, ON THE THIRD SMALL SAND PROMONTORY
 FX3510'ON THE BEACH W OF A WRECKED BARGE, 100 FEET E OF THE EASTERN
 FX3510'END OF A CLEARING, 35 FEET N OF A 10-FOOT EMBANKMENT.  A
 FX3510'FIVE-TON ANCHOR IS BURIED APPROXIMATELY 500 FEET NE OF THE
 FX3510'STATION.  THIS ANCHOR IS IN RANGE WITH THE TANK ON PINNEY
 FX3510'POINT.  THE N END OF A WRECKED BARGE ON THE MARSH LINE IS
 FX3510'300 FEET E OF STATION AND IS IN RANGE WITH STACK ON NORFOLK
 FX3510'SIDE OF SHORE, THE SHORE EDGE OF BARGE IS IN RANGE WITH N
 FX3510'END OF CRANEY ISLAND.  THE LIGHT ON END OF ORDANCE DEPOT
 FX3510'DOCK IS OPEN A SMALL AMOUNT ON TWO TANKS CLOSE TOGETHER ON
 FX3510'FAR HORIZON.
 FX3510'
 FX3510'REFERENCE MARK NO. 1 IS IN RANGE WITH TRIANGULATION STATION
 FX3510'MOND.  IT IS 60 FEET N OF LONE 18-INCH TREE ON BANK AT EASTERN
 FX3510'END OF CLEARING ON STORM-WATER LINE.  THE REFERENCE MARK
 FX3510'IS IN RANGE WITH TREE AND MIDDLE GROUND LIGHT.
 FX3510'
 FX3510'REFERENCE MARK NO. 2 IS N OF STATION ON HIGH-WATER LINE.
 FX3510'THE FIVE-TON ANCHOR IS IN RANGE WITH OFFSHORE END OF CONCRETE
 FX3510'SHED AT ARMY BASE.  A 1/2-INCH PIPE, NE OF STATION IS IN
 FX3510'RANGE WITH THE FIVE-TON ANCHOR AND MARK.  DISTANCE FROM MARK
 FX3510'IS 2.020 METERS.
 FX3510'
 FX3510'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 FX3510'AS DESCRIBED IN NOTES 1A AND 11A.
 FX3510
 FX3510                          STATION RECOVERY (1941)
 FX3510
 FX3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3510'RECOVERED AS DESCRIBED.
 FX3510
 FX3510                          STATION RECOVERY (1943)
 FX3510
 FX3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3510'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FX3510'THE ORIGINAL DESCRIPTION IS CORRECT EXCEPT FOR THE FOLLOWING
 FX3510'DISCREPANCIES--
 FX3510'
 FX3510'THE PART ....100 FEET E OF THE EASTERN END OF A CLEARING,
 FX3510'35 FEET SHOULD BE DELETED.
 FX3510'
 FX3510'THE SENTENCE THE LIGHT ON END OF ORDNANCE DEPOT DOCK IS
 FX3510'OPEN A SMALL AMOUNT ON TWO TANKS CLOSE TOGETHER ON FAR HORIZON.
 FX3510'SHOULD BE DELETED.
 FX3510'
 FX3510'THE SENTENCE THE REFERENCE MARK IS IN RANGE WITH TREE
 FX3510'AND MIDDLE GROUND LIGHT SHOULD BE DELETED.
 FX3510'
 FX3510'THE SENTENCE A 1/2-INCH IRON PIPE, NE OF STATION, IS IN
 FX3510'RANGE WITH THE FIVE-TON ANCHOR.  AND DISTANCE FROM MARK IS
 FX3510'2.020 METERS.  SHOULD BE DELETED.
 FX3510'
 FX3510'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--
 FX3510'
 FX3510'STATION IS 115 FEET NE OF 18-INCH CHERRY TREE AT EDGE
 FX3510'OF BANK, 33 FEET N OF TOE OF 10-FOOT EMBANKMENT, IN GROVE OF
 FX3510'SMALL PINE TREES, 190 FEET S OF OFFSHORE EDGE OF MARSH, AND
 FX3510'335 FEET W OF W EDGE OF BORROW PIT.
 FX3510'
 FX3510'THE DISTANCE FROM THE STATION TO REFERENCE MARK 1 WAS NOT
 FX3510'CHECKED BECAUSE OF EXCESSIVE CUTTING NECESSARY.  TO DISTANCE
 FX3510'TO REFERENCE MARK 2 CHECK THE DISTANCE FROM REFERENCE MARK 1
 FX3510'TO REFERENCE MARK 2, 108.75 FEET OR 33.147 METERS.
 FX3510
 FX3510                          STATION RECOVERY (1954)
 FX3510
 FX3510'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3510'THE STATION MARK, A STANDARD U.S.C. AND G.S. DISK SET IN A
 FX3510'CONCRETE POST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4155 ***********************************************************************
 GV4155  DESIGNATION -  CRANE
 GV4155  PID         -  GV4155
 GV4155  STATE/COUNTY-  VA/YORK
 GV4155  USGS QUAD   -  POQUOSON WEST (1983)
 GV4155
 GV4155                         *CURRENT SURVEY CONTROL
 GV4155  ___________________________________________________________________
 GV4155* NAD 83(1993)-  37 09 16.38044(N)    076 25 25.32477(W)     ADJUSTED  
 GV4155* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4155  ___________________________________________________________________
 GV4155  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 GV4155  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 GV4155
 GV4155  HORZ ORDER  -  THIRD
 GV4155
 GV4155.The horizontal coordinates were established by classical geodetic methods
 GV4155.and adjusted by the National Geodetic Survey in September 1995..
 GV4155
 GV4155.The orthometric height was scaled from a topographic map.
 GV4155
 GV4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4155
 GV4155.The geoid height was determined by GEOID03.
 GV4155
 GV4155;                    North         East     Units Scale Factor Converg.
 GV4155;SPC VA S     - 1,093,162.024 3,684,416.415   MT  0.99995227   +1 15 36.6
 GV4155;SPC VA S     - 3,586,482.41 12,087,956.19   sFT  0.99995227   +1 15 36.6
 GV4155;UTM  18      - 4,112,966.096   373,577.948   MT  0.99979688   -0 51 35.9
 GV4155
 GV4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4155!SPC VA S     -   1.00000558  x   0.99995227  =   0.99995785
 GV4155!UTM  18      -   1.00000558  x   0.99979688  =   0.99980246
 GV4155
 GV4155|---------------------------------------------------------------------|
 GV4155| PID    Reference Object                     Distance      Geod. Az  |
 GV4155|                                                           dddmmss.s |
 GV4155| DC9154 CRANE RM 2                           18.910 METERS 03519     |
 GV4155| GV4170 HOWARD                              APPROX. 0.5 KM 0734956.6 |
 GV4155| GV4167 HOPKINS                             APPROX. 0.6 KM 1594846.7 |
 GV4155| DC9153 CRANE RM 1                           17.919 METERS 27520     |
 GV4155|---------------------------------------------------------------------|
 GV4155
 GV4155                          SUPERSEDED SURVEY CONTROL
 GV4155
 GV4155  NAD 83(1986)-  37 09 16.38795(N)    076 25 25.36257(W) AD(       ) 3
 GV4155  NAD 27      -  37 09 15.85700(N)    076 25 26.55100(W) AD(       ) 3
 GV4155
 GV4155.Superseded values are not recommended for survey control.
 GV4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4155.See file dsdata.txt to determine how the superseded data were derived.
 GV4155
 GV4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7357812966(NAD 83)
 GV4155_MARKER: U = CONCRETE POST
 GV4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4155
 GV4155  HISTORY     - Date     Condition        Report By
 GV4155  HISTORY     - 1934     MONUMENTED       VACF
 GV4155  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GV4155  HISTORY     - 1943     GOOD             CGS
 GV4155  HISTORY     - 1952     GOOD             CGS
 GV4155  HISTORY     - 1955     GOOD             AMS
 GV4155
 GV4155                          STATION DESCRIPTION
 GV4155
 GV4155'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4155'ON POQUOSON RIVER, ON A SANDY SPIT OF LAND IN FRONT OF WM.
 GV4155'WAINWRIGHTS HOUSE, IN A FENCE LINE AND ABOUT 10 YARDS FROM
 GV4155'MEAN HIGH WATER, EAST.  A CEDAR TREE, DISTANT 36 FEET, IS ON
 GV4155'LINE WITH STATION AND SOIL PIPE ON WAINWRIGHTS HOUSE.  THE
 GV4155'STATION IS MARKED BY A CONCRETE MARKER.
 GV4155
 GV4155                          STATION RECOVERY (1934)
 GV4155
 GV4155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4155'ON THE WESTERN SLOPE OF THE POQUOSON RIVER ON A SPIT (SHARP
 GV4155'PENINSULA) AT THE MOUTH OF PATRICKS CREEK, 371 FEET SOUTHWEST
 GV4155'FROM THE NEAREST CORNER OF A LARGE WHITE FRAME HOUSE.  THE
 GV4155'DISTANCES TO MEAN HIGH WATER TOWARD STATIONS HOWARD, HOPKINS AND
 GV4155'WARD ARE 55 FEET, 26 FEET AND 27 FEET RESPECTIVELY.  THE
 GV4155'MARKER CONCENTRICALLY REPLACES STATION WILL PUT IN BY
 GV4155'THE VA. FISHERIES COMMISSION, DESCRIBED ABOVE.  BEST ACCESS IS
 GV4155'BY GRAVEL ROAD RUNNING EAST THROUGH DARE, VIRGINIA.  THE
 GV4155'PROPRIETOR IS W.  WAINWRIGHT.
 GV4155'
 GV4155'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4155'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV4155'RESPECTIVELY.
 GV4155
 GV4155                          STATION RECOVERY (1943)
 GV4155
 GV4155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4155'THIS STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 GV4155'ALL MEASUREMENTS TO REFERENCE MARKS AND POINTS WERE MEASURED
 GV4155'AND ARE CORRECT.  THE M.H.W. LINE IS VERY INDEFINITE.  THE
 GV4155'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 GV4155
 GV4155                          STATION RECOVERY (1952)
 GV4155
 GV4155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4155'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4155'THE DESCRIPTION IS ADEQUATE.  NO REFERENCE MARKS WERE RECOVERED.
 GV4155
 GV4155                          STATION RECOVERY (1955)
 GV4155
 GV4155'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV4155'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE MARK IS
 GV4155'37 FEET S-SW OF MOST SW TREE ON POINT, 50 FEET SW OF MOST
 GV4155'SOUTHERLY OF 2 TREES ON THE POINT, 25 FEET N-NE OF WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3762 ***********************************************************************
 GV3762  DESIGNATION -  CRANE VFC 1931
 GV3762  PID         -  GV3762
 GV3762  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3762  USGS QUAD   -  REEDVILLE (1992)
 GV3762
 GV3762                         *CURRENT SURVEY CONTROL
 GV3762  ___________________________________________________________________
 GV3762* NAD 83(1993)-  37 48 47.07241(N)    076 18 25.81697(W)     ADJUSTED  
 GV3762* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3762  ___________________________________________________________________
 GV3762  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 GV3762  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 GV3762
 GV3762  HORZ ORDER  -  THIRD
 GV3762
 GV3762.The horizontal coordinates were established by classical geodetic methods
 GV3762.and adjusted by the National Geodetic Survey in November 1994..
 GV3762
 GV3762.The orthometric height was scaled from a topographic map.
 GV3762
 GV3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3762
 GV3762.The geoid height was determined by GEOID03.
 GV3762
 GV3762;                    North         East     Units Scale Factor Converg.
 GV3762;SPC VA S     - 1,166,460.498 3,693,067.302   MT  0.99997557   +1 19 51.2
 GV3762;SPC VA S     - 3,826,962.48 12,116,338.31   sFT  0.99997557   +1 19 51.2
 GV3762;UTM  18      - 4,185,880.468   384,940.647   MT  0.99976306   -0 48 05.4
 GV3762
 GV3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3762!SPC VA S     -   1.00000563  x   0.99997557  =   0.99998120
 GV3762!UTM  18      -   1.00000563  x   0.99976306  =   0.99976869
 GV3762
 GV3762:                Primary Azimuth Mark                     Grid Az
 GV3762:SPC VA S     -  GREAT WICOMICO RIVER LH 1898             104 17 49.6
 GV3762:UTM  18      -  GREAT WICOMICO RIVER LH 1898             106 25 46.2
 GV3762
 GV3762|---------------------------------------------------------------------|
 GV3762| PID    Reference Object                     Distance      Geod. Az  |
 GV3762|                                                           dddmmss.s |
 GV3762| GV3772 GREAT WICOMICO RIVER LH 1898        APPROX. 3.6 KM 1053740.8 |
 GV3762|---------------------------------------------------------------------|
 GV3762
 GV3762                          SUPERSEDED SURVEY CONTROL
 GV3762
 GV3762  NAD 83(1993)-  37 48 47.07829(N)    076 18 25.83122(W) AD(       ) 3
 GV3762  NAD 83(1986)-  37 48 47.07719(N)    076 18 25.83967(W) AD(       ) 3
 GV3762  NAD 27      -  37 48 46.61100(N)    076 18 27.03400(W) AD(       ) 3
 GV3762
 GV3762.Superseded values are not recommended for survey control.
 GV3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3762.See file dsdata.txt to determine how the superseded data were derived.
 GV3762
 GV3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8494185880(NAD 83)
 GV3762_MARKER: I = METAL ROD
 GV3762_SETTING: 0 = UNSPECIFIED SETTING
 GV3762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3762
 GV3762  HISTORY     - Date     Condition        Report By
 GV3762  HISTORY     - 1931     MONUMENTED       VACF
 GV3762  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV3762  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3762
 GV3762                          STATION DESCRIPTION
 GV3762
 GV3762'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3762'IN THE LOCALITY OF INGRAM BAY, ON SANDY BEACH BELOW THE
 GV3762'MOUTH OF CRANES CREEK, AT A POINT WHERE AN UNOBSTRUCTED VIEW
 GV3762'OF THE SHORE BOTH TO SANDY POINT AND ALSO TO STATION TOWLES
 GV3762'CAN BE OBTAINED.
 GV3762'
 GV3762'MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE
 GV3762'SURROUNDED UNDER THE SURFACE BY A BLOCK OF CONCRETE.
 GV3762
 GV3762                          STATION RECOVERY (1943)
 GV3762
 GV3762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3762'THE STATION WAS FOUND LYING ON ITS SIDE ON THE BEACH OF THE
 GV3762'DESCRIBED POINT.
 GV3762'
 GV3762'THE LOCATION OF THIS STATION SHOULD BE CONSIDERED LOST.
 GV3762
 GV3762                          STATION RECOVERY (2002)
 GV3762
 GV3762'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3763 ***********************************************************************
 GV3763  DESIGNATION -  CRANES CREEK CHANNEL DAY BCN 2
 GV3763  PID         -  GV3763
 GV3763  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3763  USGS QUAD   -  REEDVILLE (1992)
 GV3763
 GV3763                         *CURRENT SURVEY CONTROL
 GV3763  ___________________________________________________________________
 GV3763* NAD 83(1993)-  37 48 55.35904(N)    076 18 20.40991(W)     ADJUSTED  
 GV3763* NAVD 88     -                                                        
 GV3763  ___________________________________________________________________
 GV3763  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 GV3763  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 GV3763
 GV3763  HORZ ORDER  -  THIRD
 GV3763
 GV3763.The horizontal coordinates were established by classical geodetic methods
 GV3763.and adjusted by the National Geodetic Survey in November 1994..
 GV3763
 GV3763
 GV3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3763
 GV3763.The geoid height was determined by GEOID03.
 GV3763
 GV3763;                    North         East     Units Scale Factor Converg.
 GV3763;SPC VA S     - 1,166,718.983 3,693,193.581   MT  0.99997589   +1 19 54.5
 GV3763;SPC VA S     - 3,827,810.53 12,116,752.61   sFT  0.99997589   +1 19 54.5
 GV3763;UTM  18      - 4,186,134.022   385,076.427   MT  0.99976267   -0 48 02.2
 GV3763
 GV3763                          SUPERSEDED SURVEY CONTROL
 GV3763
 GV3763  NAD 83(1993)-  37 48 55.36489(N)    076 18 20.42414(W) AD(       ) 4
 GV3763  NAD 83(1986)-  37 48 55.36381(N)    076 18 20.43263(W) AD(       ) 4
 GV3763  NAD 27      -  37 48 54.89800(N)    076 18 21.62700(W) AD(       ) 3
 GV3763
 GV3763.Superseded values are not recommended for survey control.
 GV3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3763.See file dsdata.txt to determine how the superseded data were derived.
 GV3763
 GV3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8507686134(NAD 83)
 GV3763_MARKER: 16 = DAYBEACON
 GV3763
 GV3763  HISTORY     - Date     Condition        Report By
 GV3763  HISTORY     - 1955     FIRST OBSERVED   CGS
 GV3763  HISTORY     - 20021121 GOOD             USPSQD
 GV3763
 GV3763                          STATION DESCRIPTION
 GV3763
 GV3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3763'LOCATED ON THE W SIDE OF INGRAM BAY, AT THE MOUTH OF GREAT
 GV3763'WICOMICO RIVER, 300 M. E OF THE ENTRANCE TO CRANES CREEK.  DAYBEACON
 GV3763'IS A RED SLATTED TRIANGULAR-SHAPED BEACON ON A SINGLE WOOD PILE.
 GV3763'
 GV3763'THIS IS AN INTERSECTION STATION.
 GV3763
 GV3763                          STATION RECOVERY (2002)
 GV3763
 GV3763'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3764 ***********************************************************************
 GV3764  DESIGNATION -  CRANES CREEK CHANNEL DAY BCN 4
 GV3764  PID         -  GV3764
 GV3764  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3764  USGS QUAD   -  REEDVILLE (1992)
 GV3764
 GV3764                         *CURRENT SURVEY CONTROL
 GV3764  ___________________________________________________________________
 GV3764* NAD 83(1993)-  37 48 59.56790(N)    076 18 31.67139(W)     ADJUSTED  
 GV3764* NAVD 88     -                                                        
 GV3764  ___________________________________________________________________
 GV3764  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 GV3764  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 GV3764
 GV3764  HORZ ORDER  -  THIRD
 GV3764
 GV3764.The horizontal coordinates were established by classical geodetic methods
 GV3764.and adjusted by the National Geodetic Survey in November 1994..
 GV3764
 GV3764
 GV3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3764
 GV3764.The geoid height was determined by GEOID03.
 GV3764
 GV3764;                    North         East     Units Scale Factor Converg.
 GV3764;SPC VA S     - 1,166,842.313 3,692,915.206   MT  0.99997605   +1 19 47.6
 GV3764;SPC VA S     - 3,828,215.16 12,115,839.31   sFT  0.99997605   +1 19 47.6
 GV3764;UTM  18      - 4,186,267.596   384,802.892   MT  0.99976345   -0 48 09.2
 GV3764
 GV3764                          SUPERSEDED SURVEY CONTROL
 GV3764
 GV3764  NAD 83(1993)-  37 48 59.57382(N)    076 18 31.68557(W) AD(       ) 4
 GV3764  NAD 83(1986)-  37 48 59.57271(N)    076 18 31.69409(W) AD(       ) 4
 GV3764  NAD 27      -  37 48 59.10700(N)    076 18 32.88800(W) AD(       ) 3
 GV3764
 GV3764.Superseded values are not recommended for survey control.
 GV3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3764.See file dsdata.txt to determine how the superseded data were derived.
 GV3764
 GV3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8480386268(NAD 83)
 GV3764_MARKER: 16 = DAYBEACON
 GV3764
 GV3764  HISTORY     - Date     Condition        Report By
 GV3764  HISTORY     - 1955     FIRST OBSERVED   CGS
 GV3764  HISTORY     - 20021121 GOOD             USPSQD
 GV3764
 GV3764                          STATION DESCRIPTION
 GV3764
 GV3764'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3764'LOCATED ON THE W SIDE OF INGRAM BAY, AT THE MOUTH OF GREAT WICOMICO
 GV3764'RIVER, AT THE ENTRANCE TO CRANES CREEK.  BEACON IS A RED SLATTED
 GV3764'TRIANGULAR-SHAPED BEACON ON A SINGLE WOOD PILE.
 GV3764
 GV3764                          STATION RECOVERY (2002)
 GV3764
 GV3764'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3307 ***********************************************************************
 FX3307  DESIGNATION -  CRANEY ISLAND LIGHT
 FX3307  PID         -  FX3307
 FX3307  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3307  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3307
 FX3307                         *CURRENT SURVEY CONTROL
 FX3307  ___________________________________________________________________
 FX3307* NAD 83(1993)-  36 53 32.70433(N)    076 20 17.32971(W)     ADJUSTED  
 FX3307* NAVD 88     -                                                        
 FX3307  ___________________________________________________________________
 FX3307  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 FX3307  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 FX3307
 FX3307  HORZ ORDER  -  THIRD
 FX3307
 FX3307.The horizontal coordinates were established by classical geodetic methods
 FX3307.and adjusted by the National Geodetic Survey in September 1995..
 FX3307
 FX3307
 FX3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3307
 FX3307.The geoid height was determined by GEOID03.
 FX3307
 FX3307;                    North         East     Units Scale Factor Converg.
 FX3307;SPC VA S     - 1,064,250.331 3,692,680.123   MT  0.99997956   +1 18 43.5
 FX3307;SPC VA S     - 3,491,627.96 12,115,068.04   sFT  0.99997956   +1 18 43.5
 FX3307;UTM  18      - 4,083,773.982   380,766.341   MT  0.99977514   -0 48 12.3
 FX3307
 FX3307                          SUPERSEDED SURVEY CONTROL
 FX3307
 FX3307  NAD 83(1986)-  36 53 32.71009(N)    076 20 17.36541(W) AD(       ) 4
 FX3307  NAD 27      -  36 53 32.17600(N)    076 20 18.56600(W) AD(       ) 3
 FX3307
 FX3307.Superseded values are not recommended for survey control.
 FX3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3307.See file dsdata.txt to determine how the superseded data were derived.
 FX3307
 FX3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8076683774(NAD 83)
 FX3307_MARKER: 14 = NAVIGATION LIGHT
 FX3307
 FX3307  HISTORY     - Date     Condition        Report By
 FX3307  HISTORY     - 1945     FIRST OBSERVED   CGS
 FX3307  HISTORY     - 1954     GOOD             AMS
 FX3307
 FX3307                          STATION DESCRIPTION
 FX3307
 FX3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RLP)
 FX3307'THIS STATION IS THE FINIAL OF CRANEY ISLAND LIGHT, BUILT IN
 FX3307'1934.  IT IS AN INTERSECTION STATION.  THE LIGHT IS 34 FEET
 FX3307'ABOVE THE WATER.
 FX3307'
 FX3307'THE LIGHT IS ABOUT 50 METERS E OF THE E END OF CRANEY ISLAND
 FX3307'AND IN 3 FEET OF WATER.  IT IS A WHITE SKELETON STEEL TOWER
 FX3307'SET ON TOP OF A CONCRETE PLATFORM WHICH IN TURN IS SET ON
 FX3307'TOP OF METAL PILES.  THE STRUCTURE IS STEADY AND COULD BE
 FX3307'OCCUPIED WITH AN INSTRUMENT IF NECESSARY.
 FX3307
 FX3307                          STATION RECOVERY (1954)
 FX3307
 FX3307'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3307'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3197 ***********************************************************************
 FX3197  DESIGNATION -  CRANEY ISLAND WATER TANK
 FX3197  PID         -  FX3197
 FX3197  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3197  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3197
 FX3197                         *CURRENT SURVEY CONTROL
 FX3197  ___________________________________________________________________
 FX3197* NAD 83(1993)-  36 53 21.65713(N)    076 21 08.53463(W)     ADJUSTED  
 FX3197* NAVD 88     -                                                        
 FX3197  ___________________________________________________________________
 FX3197  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FX3197  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX3197
 FX3197  HORZ ORDER  -  THIRD
 FX3197
 FX3197.The horizontal coordinates were established by classical geodetic methods
 FX3197.and adjusted by the National Geodetic Survey in September 1995..
 FX3197
 FX3197
 FX3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3197
 FX3197.The geoid height was determined by GEOID03.
 FX3197
 FX3197;                    North         East     Units Scale Factor Converg.
 FX3197;SPC VA S     - 1,063,880.943 3,691,420.379   MT  0.99998000   +1 18 12.4
 FX3197;SPC VA S     - 3,490,416.06 12,110,935.03   sFT  0.99998000   +1 18 12.4
 FX3197;UTM  18      - 4,083,451.412   379,494.078   MT  0.99977890   -0 48 42.8
 FX3197
 FX3197                          SUPERSEDED SURVEY CONTROL
 FX3197
 FX3197  NAD 83(1986)-  36 53 21.66269(N)    076 21 08.57044(W) AD(       ) 4
 FX3197  NAD 27      -  36 53 21.13000(N)    076 21 09.77000(W) AD(       ) 3
 FX3197
 FX3197.Superseded values are not recommended for survey control.
 FX3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3197.See file dsdata.txt to determine how the superseded data were derived.
 FX3197
 FX3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7949483451(NAD 83)
 FX3197_MARKER: 51 = TANK
 FX3197_SETTING: 0 = UNSPECIFIED SETTING
 FX3197_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3197
 FX3197  HISTORY     - Date     Condition        Report By
 FX3197  HISTORY     - 1955     FIRST OBSERVED   CGS
 FX3197  HISTORY     - 1968     GOOD             CGS
 FX3197  HISTORY     - 1980     GOOD             NOS
 FX3197  HISTORY     - 1980     GOOD             NOS
 FX3197  HISTORY     - 1982     GOOD             USCG
 FX3197  HISTORY     - 1985     GOOD             LOCSUR
 FX3197
 FX3197                          STATION DESCRIPTION
 FX3197
 FX3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 FX3197'THE STATION IS THE BALL IN THE CENTER OF THE TOP OF THE STEEL
 FX3197'WATER TANK THAT IS LOCATED AT THE REAR OF THE FIREHOUSE
 FX3197'ON CRANEY ISLAND.  THE TANK IS PAINTED RED AND WHITE AND
 FX3197'HAS A FLASHING RED LIGHT ON ITS TOP.  THE HEIGHT OF THE FLASHING
 FX3197'RED LIGHT ABOVE MEAN LOW WATER IS 155 FT.
 FX3197'
 FX3197'CRANEY ISLAND IS USED AS A U.S. NAVY FUELING DEPOT AND CAN BE
 FX3197'REACHED BY FOLLOWING U.S. HIGHWAY 17 NW FROM PORTSMOUTH TO
 FX3197'ITS INTERSECTION WITH THE CRANEY ISLAND ROAD.
 FX3197'
 FX3197'THIS IS AN INTERSECTION STATION.
 FX3197
 FX3197                          STATION RECOVERY (1968)
 FX3197
 FX3197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3197'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DETAILS
 FX3197'OF THE DESCRIPTION WERE ALL CHECKED.
 FX3197
 FX3197                          STATION RECOVERY (1980)
 FX3197
 FX3197'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FX3197'RECOVERED AS DESCRIBED.
 FX3197
 FX3197                          STATION RECOVERY (1980)
 FX3197
 FX3197'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RDC)
 FX3197'THE STATION WAS RECOVERED AS DESCRIBED.
 FX3197
 FX3197                          STATION RECOVERY (1982)
 FX3197
 FX3197'RECOVERY NOTE BY US COAST GUARD 1982 (MAT)
 FX3197'BALL IN CENTER OF TOP OF TANK HAS BEEN REPLACED WITH A HOLE.  STILL
 FX3197'RED AND WHITE WITH RED LIGHT.
 FX3197
 FX3197                          STATION RECOVERY (1985)
 FX3197
 FX3197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (MHR)
 FX3197'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3197'
 FX3197'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN CITY OF
 FX3197'PORTSMOUTH, VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3511 ***********************************************************************
 FX3511  DESIGNATION -  CRANEY ISLAND WEST BASE 1869
 FX3511  PID         -  FX3511
 FX3511  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3511  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3511
 FX3511                         *CURRENT SURVEY CONTROL
 FX3511  ___________________________________________________________________
 FX3511* NAD 83(1993)-  36 53 48.96684(N)    076 24 15.15410(W)     ADJUSTED  
 FX3511* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3511  ___________________________________________________________________
 FX3511  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX3511  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 FX3511
 FX3511  HORZ ORDER  -  THIRD
 FX3511
 FX3511.The horizontal coordinates were established by classical geodetic methods
 FX3511.and adjusted by the National Geodetic Survey in September 1995..
 FX3511
 FX3511.The orthometric height was scaled from a topographic map.
 FX3511
 FX3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3511
 FX3511.The geoid height was determined by GEOID03.
 FX3511
 FX3511;                    North         East     Units Scale Factor Converg.
 FX3511;SPC VA S     - 1,064,618.739 3,686,782.020   MT  0.99997891   +1 16 19.2
 FX3511;SPC VA S     - 3,492,836.65 12,095,717.34   sFT  0.99997891   +1 16 19.2
 FX3511;UTM  18      - 4,084,359.729   374,887.004   MT  0.99979284   -0 50 35.4
 FX3511
 FX3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3511!SPC VA S     -   1.00000535  x   0.99997891  =   0.99998426
 FX3511!UTM  18      -   1.00000535  x   0.99979284  =   0.99979819
 FX3511
 FX3511                          SUPERSEDED SURVEY CONTROL
 FX3511
 FX3511  NAD 83(1986)-  36 53 48.97253(N)    076 24 15.18907(W) AD(       ) 3
 FX3511  NAD 27      -  36 53 48.44200(N)    076 24 16.37600(W) AD(       ) 3
 FX3511
 FX3511.Superseded values are not recommended for survey control.
 FX3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3511.See file dsdata.txt to determine how the superseded data were derived.
 FX3511
 FX3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7488784360(NAD 83)
 FX3511_MARKER: Z = SEE DESCRIPTION
 FX3511_SETTING: 0 = UNSPECIFIED SETTING
 FX3511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3511
 FX3511  HISTORY     - Date     Condition        Report By
 FX3511  HISTORY     - 1869     MONUMENTED       CGS
 FX3511  HISTORY     - 1881     GOOD             CGS
 FX3511  HISTORY     - 1919     GOOD             CGS
 FX3511  HISTORY     - 1943     SEE DESCRIPTION  CGS
 FX3511  HISTORY     - 1944     GOOD             CGS
 FX3511  HISTORY     - 1945     GOOD             CGS
 FX3511  HISTORY     - 1947     GOOD             CGS
 FX3511  HISTORY     - 1968     GOOD             CGS
 FX3511  HISTORY     - 1972     GOOD             NGS
 FX3511  HISTORY     - 20011212 MARK NOT FOUND   NGS
 FX3511
 FX3511                          STATION DESCRIPTION
 FX3511
 FX3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (LAH)
 FX3511'THE WESTERN TERMINUS OF THE CRANEY ISLAND BASE LINE IS LOCATED
 FX3511'UPON A POINT OF LAND CLAIMED BY MR. BALLARD, WHO OCCUPIES
 FX3511'THE HOUSE NEAREST THE STATION.
 FX3511'
 FX3511'THIS POINT IS FORMED BY THE JAMES RIVER ON THE N AND HOFFERS
 FX3511'CREEK ON THE W AND S.  IT HAS NOT BEEN UNDER CULTIVATION FOR
 FX3511'SEVERAL YEARS.  THE SOIL IS LIGHT FOR A FEW INCHES BELOW
 FX3511'THE SURFACE, BENEATH WHICH THERE IS A THICK LAYER OF RED CLAY
 FX3511'SLIGHTLY MIXED WITH SAND.  THE SURFACE OF THE GROUND IS
 FX3511'ABOUT 10 FEET ABOVE HIGH-WATER MARK.
 FX3511'
 FX3511'THE MARKING OF THIS POINT IS IDENTICAL WITH THAT AT EAST
 FX3511'BASE WITH THE EXCEPTION OF THE DISTANCES FROM THE CENTER POINT
 FX3511'TO THE SCREW PILES USED AS REFERENCE MARKS, WHICH IN THIS
 FX3511'CASE ARE 1.5000 METERS EACH.
 FX3511'
 FX3511'TOP OF MONUMENT IS ABOUT 12 FEET 2 INCHES ABOVE MEAN TIDE.
 FX3511
 FX3511                          STATION RECOVERY (1881)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (BAC)
 FX3511'FOUND BY ME IN DECEMBER 1881 TO BE IN FIRST-CLASS PRESERVATION.
 FX3511'I OCCUPIED IT ECCENTRICALLY AS WILL BE SEEN IN THE RECORDS
 FX3511'BECAUSE MUCH GROWTH HAD TAKEN PLACE SINCE IT WAS ESTABLISHED
 FX3511'AND I WISHED TO AVOID CUTTING AS MUCH AS POSSIBLE.
 FX3511
 FX3511                          STATION RECOVERY (1919)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3511'RECOVERED AS DESCRIBED.  PROJECTS ABOUT 1-1/2 FEET ABOVE
 FX3511'THE GROUND IN A PEACH ORCHARD OWNED BY MR. BALLARD, AND
 FX3511'SOME DISTANCE INSHORE FROM THE FRINGE OF TREES AROUND THE
 FX3511'SHORE.
 FX3511
 FX3511                          STATION RECOVERY (1943)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3511'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FX3511'IS CORRECT, BUT INADEQUATE.  THE FOLLOWING SHOULD BE ADDED TO THE
 FX3511'ORIGINAL DESCRIPTION.
 FX3511'
 FX3511'STATION IS 29.4 FEET N OF A SCUPPERNONG GRAPE ARBOR, 36.5
 FX3511'FEET NE OF NW CORNER OF ARBOR AND 62.3 FEET NE OF A FENCE
 FX3511'CORNER WHICH IS AT THE SW CORNER OF A PEACH ORCHARD.
 FX3511'
 FX3511'TO REACH SITE FROM CHURCHLAND, FOLLOW HIGHWAY 658 N TO
 FX3511'INTERSECTION WITH HIGHWAY 659.  TAKE HIGHWAY 659 TO INTERSECTION
 FX3511'WITH HIGHWAY 647 AND FOLLOW LATTER HIGHWAY N.  TAKE LEFT HAND
 FX3511'ROAD AT FIRST FORK AND AT NEXT FORK TURN RIGHT TOWARD RED BARN.
 FX3511'FOLLOW ROAD TO HOUSE.  STATION IS 280 FEET N OF STEPS ON
 FX3511'N SIDE OF HOUSE AND 200 FEET W OF CENTER LINE OF A NARROW
 FX3511'DIRT ROAD.
 FX3511'
 FX3511'STATION MARK IS A GRANITE OBELISK 13 INCHES ON THE SIDE
 FX3511'AT BOTTOM AND 8 INCHES ON SIDE AT THE BASE OF PYRAMID ON TOP.  BASE
 FX3511'LINE 1869 IS CUT ONE SIDE OF MONUMENT.  U.S. COAST SURVEY
 FX3511'IS CUT ON W SIDE.  AND WEST END IS CUT ON N SIDE.  THE MONUMENT
 FX3511'EXTENDS 6 INCHES ABOVE THE GROUND.
 FX3511'
 FX3511'NO SEARCH WAS MADE FOR THE SCREW PILES AND THEY ARE PROBABLY
 FX3511'BURIED BUT UNDISTURBED.
 FX3511
 FX3511                          STATION RECOVERY (1944)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3511'THE STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1944.
 FX3511
 FX3511                          STATION RECOVERY (1945)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 FX3511'THIS MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  THE
 FX3511'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  A NEW DESCRIPTION
 FX3511'FOLLOWS--
 FX3511'
 FX3511'THIS STATION IS S OF HAMPTON ROADS, APPROXIMATELY 3 MILES W
 FX3511'OF THE E END OF CRANEY ISLAND, ON THE ESTATE OF E.S. BALLARD,
 FX3511'APPROXIMATELY 200 METERS NW OF THE BALLARD HOUSE, APPROXIMATELY
 FX3511'45 METERS S OF THE EDGE OF THE HIGH BANK, 197 FEET W OF THE
 FX3511'W SIDE OF A PRIVATE DRIVE LEADING FROM THE BALLARD HOUSE TO
 FX3511'THE BEACH, 70 FEET S OF THE CENTER LINE OF A TRAIL, AND 63
 FX3511'FEET NE OF A FENCE CORNER.  THE STATION IS IN A SMALL CLEARING
 FX3511'BUT THERE ARE TALL TREES TO THE N AND E.  THE STATION IS
 FX3511'MARKED BY A LARGE GRANITE MONUMENT PROJECTING ABOUT 18 INCHES
 FX3511'ABOVE THE GROUND, WITH A BRONZE PLUG SET IN THE CENTER OF
 FX3511'THE TOP.  THE STATION IS JUST E OF THE MOUTH OF HOFFLER
 FX3511'CREEK, AT THE POINT WHERE IT EMPTIES INTO HAMPTON ROADS.
 FX3511'
 FX3511'THIS STATION WAS CONNECTED BY TRAVERSE TO STATION BALLARD
 FX3511'(U.S.E. 1940).  THE FOLLOWING MEASUREMENTS WERE MADE FROM THIS SAME
 FX3511'STATION.
 FX3511
 FX3511                          STATION RECOVERY (1947)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLA)
 FX3511'STATION FOUND AS DESCRIBED BY R.L.P. 1945.
 FX3511'
 FX3511'CONSIDERABLE BUSHES AND WEEDS HAVE GROWN UP IN THE VICINITY
 FX3511'OF THE STATION AND COVER THE MARK.  LINE OF SIGHT TO NANSEMOND
 FX3511'LIGHT AND OTHER STATIONS IS BLOCKED BY BRUSH.
 FX3511
 FX3511                          STATION RECOVERY (1968)
 FX3511
 FX3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3511'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT
 FX3511'AS DESCRIBED EXCEPT FOR THE FOLLOWING CORRECTIONS--
 FX3511'
 FX3511'TO REACH THE SITE FROM THE INTERSECTION OF U.S. 17 AND U.S.
 FX3511'58 TAKE U.S. 17 NORTH (ON HIGH ST) TO THE INTERSECTION OF CEDAR
 FX3511'LANE, APPROXIMATELY 4-1/2 MILES.  TURN RIGHT ON CEDAR LANE AND
 FX3511'GO 1.8 MILES TO RIVERSHORE RD.  TURN LEFT ON RIVERSHORE RD. AND
 FX3511'GO 2.3 MILES TO THE BALLARD HOUSE.  THE STATION IS 280 FT
 FX3511'N OF STEPS ON N SIDE OF HOUSE AND 200 FT W OF CENTERLINE OF
 FX3511'A GRAVEL ROAD LEADING TO THE BEACH.
 FX3511
 FX3511                          STATION RECOVERY (1972)
 FX3511
 FX3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FX3511'STATION WAS RECOVERED AS DESCRIBED BY R. L. P. IN 1945 AND FOUND TO
 FX3511'BE IN GOOD CONDITION.  DUE TO CHANGES IN THE AREA A NEW TO REACH
 FX3511'STATION DESCRIPTION FOLLOWS.
 FX3511'
 FX3511'TO REACH STATION FROM THE INTERSECTION OF RIVER SHORE DRIVE AND
 FX3511'MERRIFIELDS BOULEVARD AT THE CHURCHLAND JUNIOR HIGH SCHOOL IN THE
 FX3511'DEVELOPMENT OF MERRIFIELDS GO NORTHWESTERLY ON RIVER SHORE DRIVE
 FX3511'FOR 2.0 MILES TO A TRAFFIC CIRCLE AND END OF THE SURFACED ROAD.
 FX3511'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE AND THEN BEAR RIGHT FOR
 FX3511'0.05 MILE TO END OF ROAD AT WATERS EDGE AND STATION TO THE LEFT
 FX3511'ABOUT 200 FEET IN OPEN FIELD.
 FX3511'
 FX3511'AIRLENE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW EDGE OF
 FX3511'PORTSMOUTH.
 FX3511
 FX3511                          STATION RECOVERY (2001)
 FX3511
 FX3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3511'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3512 ***********************************************************************
 FX3512  DESIGNATION -  CRANEY ISLAND WEST BASE 2
 FX3512  PID         -  FX3512
 FX3512  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3512  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3512
 FX3512                         *CURRENT SURVEY CONTROL
 FX3512  ___________________________________________________________________
 FX3512* NAD 83(1993)-  36 53 52.21389(N)    076 24 15.27706(W)     ADJUSTED  
 FX3512* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3512  ___________________________________________________________________
 FX3512  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 FX3512  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 FX3512
 FX3512  HORZ ORDER  -  THIRD
 FX3512
 FX3512.The horizontal coordinates were established by classical geodetic methods
 FX3512.and adjusted by the National Geodetic Survey in September 1995..
 FX3512
 FX3512.The orthometric height was scaled from a topographic map.
 FX3512
 FX3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3512
 FX3512.The geoid height was determined by GEOID03.
 FX3512
 FX3512;                    North         East     Units Scale Factor Converg.
 FX3512;SPC VA S     - 1,064,718.740 3,686,776.754   MT  0.99997878   +1 16 19.1
 FX3512;SPC VA S     - 3,493,164.73 12,095,700.07   sFT  0.99997878   +1 16 19.1
 FX3512;UTM  18      - 4,084,459.837   374,885.433   MT  0.99979284   -0 50 35.5
 FX3512
 FX3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3512!SPC VA S     -   1.00000551  x   0.99997878  =   0.99998429
 FX3512!UTM  18      -   1.00000551  x   0.99979284  =   0.99979835
 FX3512
 FX3512:                Primary Azimuth Mark                     Grid Az
 FX3512:SPC VA S     -  CAMP STUART BRICK CHIMNEY                000 04 14.6
 FX3512:UTM  18      -  CAMP STUART BRICK CHIMNEY                002 11 09.2
 FX3512
 FX3512|---------------------------------------------------------------------|
 FX3512| PID    Reference Object                     Distance      Geod. Az  |
 FX3512|                                                           dddmmss.s |
 FX3512| FX3503 CAMP STUART BRICK CHIMNEY           APPROX. 9.1 KM 0012033.7 |
 FX3512| GV3956 CHIMNEY 3                           APPROX.14.2 KM 0192337.9 |
 FX3512| GV4011 NEWPORT NEWS ELEC P AND L CHIM      APPROX.14.0 KM 0203335.3 |
 FX3512| GV3988 HAMPTON SOLDIERS HOME FLAG          APPROX.14.4 KM 0252102.2 |
 FX3512| GV3959 CHIMNEY 6                           APPROX.14.5 KM 0253234.0 |
 FX3512| FX3279 TANNERS CREEK POWER HOUSE STK       APPROX. 8.9 KM 0873348.3 |
 FX3512| FX3529 NANSEMOND RIVER LIGHTHOUSE          APPROX. 4.0 KM 2974205.7 |
 FX3512| FX3552 TANK AT END OF WHARF                APPROX. 3.3 KM 3084030.8 |
 FX3512| FX3562 MILES WATCH HOUSE                   APPROX. 1.2 KM 3355350.5 |
 FX3512| FX3541 NEWPORT NEWS SHIPYARD CHIMNEY       APPROX.10.3 KM 3422147.0 |
 FX3512| FX3556 BRICK CHIMNEY NEAR ELEVATOR         APPROX. 8.6 KM 3440451.0 |
 FX3512| FX3536 NEWPORT NEWS ELEVATOR CHIMNEY       APPROX. 8.3 KM 3460426.1 |
 FX3512| FX3538 NEWPORT NEWS GARBAGE BRICK CHY      APPROX. 8.9 KM 3494754.3 |
 FX3512| FX3534 NEWPORT NEWS CHURCH SPIRE           APPROX. 9.3 KM 3510930.6 |
 FX3512|---------------------------------------------------------------------|
 FX3512
 FX3512                          SUPERSEDED SURVEY CONTROL
 FX3512
 FX3512  NAD 83(1986)-  36 53 52.21955(N)    076 24 15.31203(W) AD(       ) 3
 FX3512  NAD 27      -  36 53 51.68300(N)    076 24 16.50300(W) AD(       ) 3
 FX3512
 FX3512.Superseded values are not recommended for survey control.
 FX3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3512.See file dsdata.txt to determine how the superseded data were derived.
 FX3512
 FX3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7488584460(NAD 83)
 FX3512_MARKER: I = METAL ROD
 FX3512_SETTING: 0 = UNSPECIFIED SETTING
 FX3512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3512
 FX3512  HISTORY     - Date     Condition        Report By
 FX3512  HISTORY     - 1903     MONUMENTED       CGS
 FX3512  HISTORY     - 1910     SEE DESCRIPTION  CGS
 FX3512  HISTORY     - 1919     GOOD             CGS
 FX3512  HISTORY     - 1929     GOOD             LOCENG
 FX3512  HISTORY     - 1932     GOOD             CGS
 FX3512  HISTORY     - 1940     MARK NOT FOUND   CGS
 FX3512  HISTORY     - 1944     MARK NOT FOUND   CGS
 FX3512  HISTORY     - 1968     MARK NOT FOUND   CGS
 FX3512  HISTORY     - 20011212 MARK NOT FOUND   NGS
 FX3512
 FX3512                          STATION DESCRIPTION
 FX3512
 FX3512'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OBL)
 FX3512'THIS STATION IS SITUATED ON THE HIGH-WATER LINE OF THE BEACH.
 FX3512'100 METERS FROM STATION WEST BASE (CRANEY ISLAND BASE).  THE
 FX3512'ANGLE TO WEST BASE 2 FROM NANSEMOND RIVER L.H. MEASURED AT WEST
 FX3512'BASE IS 59 DEG 18 MIN.  STATION MARKED WITH A 2 INCH GALVANIZED-
 FX3512'IRON PIPE 18 INCHES LONG PROJECTING 4 INCHES ABOVE THE SURFACE.
 FX3512'NO UNDERGROUND MARKS.
 FX3512
 FX3512                          STATION RECOVERY (1910)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (JBB)
 FX3512'FOUND THE IRON PIPE MARKING THE STATION AS DESCRIBED.  THE PIPE
 FX3512'WAS LEANING INSHORE ABOUT 8 INCHES FROM THE PERPENDICULAR.  THE
 FX3512'PIPE WAS STRAIGHTENED UP AND A TURA DRAIN PIPE PLACED OVER IT,
 FX3512'FLANGE UP, WHICH WAS SET IN AND FILLED WITH CEMENT.  A NAIL IN
 FX3512'CENTER OF CEMENT MARKS THE STATION.  ANGLES AND MEASUREMENTS
 FX3512'WERE TAKEN AS NOTED ABOVE.
 FX3512
 FX3512                          STATION RECOVERY (1919)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3512'DESCRIPTION CORRECT, EXCEPT THAT THE STATION IS ABOUT 40
 FX3512'METERS OUTSIDE OF ORDINARY HIGH-WATER LINE, AND IS USUALLY
 FX3512'COVERED BY 1 TO 2 FEET OF WATER AT HIGH WATER.
 FX3512'
 FX3512'REFERENCE MARK NO. 1, A CONCRETE POST WITH A BRASS REFERENCE
 FX3512'MARKER IN THE TOP, WAS SET DIRECTLY INSHORE FROM THE STATION
 FX3512'AND ON THE PRESENT HIGH-WATER LINE.  REFERENCE MARK NO. 2,
 FX3512'SAME AS NO. 1, WAS SET AT THE SHORE END OF THE ROAD LEADING
 FX3512'FROM BALLARDS HOUSE DOWN TO THE SHORE.
 FX3512
 FX3512                          STATION RECOVERY (1929)
 FX3512
 FX3512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1929
 FX3512'RECOVERED AS DESCRIBED.
 FX3512
 FX3512                          STATION RECOVERY (1932)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3512'FOUND AS DESCRIBED IN GOOD CONDITION.
 FX3512
 FX3512                          STATION RECOVERY (1940)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (HCW)
 FX3512'THE STATION WAS NOT FOUND AFTER FOUR HOURS CAREFUL SEARCH.  THE
 FX3512'BASE OF ONE OF THE REFERENCE MARKS (THE DISK HAD BEEN PRIED OUT)
 FX3512'WAS FOUND LYING ON THE BEACH.  THE OTHER REFERENCE MARK COULD
 FX3512'NOT BE FOUND.
 FX3512
 FX3512                          STATION RECOVERY (1944)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3512'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED.  PLANE
 FX3512'TABLE AND AIR COMPILATION METHODS MIGHT LOCATE THE MARKS.
 FX3512
 FX3512                          STATION RECOVERY (1968)
 FX3512
 FX3512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 FX3512'A 1/2 HOUR SEARCH BY TWO MEN FAILED TO FIND THE MARK.  THE MARK
 FX3512'PROBABLY REMAINS INTACT.  LARGE PINE TREES LIE BETWEEN NANSEMOND
 FX3512'RIVER L.H. AND CRANEY ISLAND WEST BASE, THEREFORE AN ANGLE
 FX3512'COULD NOT BE TURNED TO WEST BASE 2.
 FX3512
 FX3512                          STATION RECOVERY (2001)
 FX3512
 FX3512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3512'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9873 ***********************************************************************
 HV9873  DESIGNATION -  CRANFORD
 HV9873  PID         -  HV9873
 HV9873  STATE/COUNTY-  VA/FAIRFAX
 HV9873  USGS QUAD   -  FORT BELVOIR (1983)
 HV9873
 HV9873                         *CURRENT SURVEY CONTROL
 HV9873  ___________________________________________________________________
 HV9873* NAD 83(1986)-  38 41 17.     (N)    077 12 35.     (W)     SCALED    
 HV9873* NAVD 88     -        44.815  (meters)     147.03   (feet)  ADJUSTED  
 HV9873  ___________________________________________________________________
 HV9873  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HV9873  DYNAMIC HT  -          44.790 (meters)     146.95  (feet)  COMP
 HV9873  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 HV9873
 HV9873  VERT ORDER  -  THIRD
 HV9873
 HV9873.The horizontal coordinates were scaled from a topographic map and have
 HV9873.an estimated accuracy of +/- 6 seconds.
 HV9873
 HV9873.The orthometric height was determined by differential leveling
 HV9873.and adjusted by the National Geodetic Survey in September 2004..
 HV9873
 HV9873.The geoid height was determined by GEOID03.
 HV9873
 HV9873.The dynamic height is computed by dividing the NAVD 88
 HV9873.geopotential number by the normal gravity value computed on the
 HV9873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9873.degrees latitude (g = 980.6199 gals.).
 HV9873
 HV9873.The modeled gravity was interpolated from observed gravity values.
 HV9873
 HV9873;                    North         East    Units  Estimated Accuracy
 HV9873;SPC VA N     - 2,114,160.    3,612,250.      MT  (+/- 180 meters Scaled)
 HV9873
 HV9873                          SUPERSEDED SURVEY CONTROL
 HV9873
 HV9873.No superseded survey control is available for this station.
 HV9873
 HV9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH078844(NAD 83)
 HV9873_MARKER: DD = SURVEY DISK
 HV9873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9873_SP_SET: CONCRETE POST
 HV9873_STAMPING: CRANFORD 1988
 HV9873_MARK LOGO: VA-059
 HV9873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9873+STABILITY: SURFACE MOTION
 HV9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9873+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV9873
 HV9873  HISTORY     - Date     Condition        Report By
 HV9873  HISTORY     - 1988     MONUMENTED       VA-059
 HV9873  HISTORY     - 19900115 GOOD             RDA
 HV9873
 HV9873                          STATION DESCRIPTION
 HV9873
 HV9873'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9873'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9873'1.0 MILES WEST OF FORT BELVOIR.  TO REACH THE STATION FROM THE
 HV9873'INTERSECTION OF U.S. ROUTE 1 AND ROUTE 242 (GUNSTON ROAD), PROCEED
 HV9873'SOUTHEAST ON GUNSTON ROAD FOR 0.7 MILE TO THE MONUMENT ON THE LEFT,
 HV9873'IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND,  7.42
 HV9873'FEET EAST FROM A P.K. NAIL IN A 36 INCH OAK TREE AND 37.06 FEET
 HV9873'NORTH FROM A P.K. NAIL IN A 30 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4224 ***********************************************************************
 GV4224  DESIGNATION -  CRANK VFC 1921
 GV4224  PID         -  GV4224
 GV4224  STATE/COUNTY-  VA/MATHEWS
 GV4224  USGS QUAD   -  MATHEWS (1965)
 GV4224
 GV4224                         *CURRENT SURVEY CONTROL
 GV4224  ___________________________________________________________________
 GV4224* NAD 83(1993)-  37 29 26.20304(N)    076 18 38.39900(W)     ADJUSTED  
 GV4224* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4224  ___________________________________________________________________
 GV4224  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 GV4224  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV4224
 GV4224  HORZ ORDER  -  THIRD
 GV4224
 GV4224.The horizontal coordinates were established by classical geodetic methods
 GV4224.and adjusted by the National Geodetic Survey in September 1995..
 GV4224
 GV4224.The orthometric height was scaled from a topographic map.
 GV4224
 GV4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4224
 GV4224.The geoid height was determined by GEOID03.
 GV4224
 GV4224;                    North         East     Units Scale Factor Converg.
 GV4224;SPC VA S     - 1,130,674.231 3,693,589.552   MT  0.99994770   +1 19 43.5
 GV4224;SPC VA S     - 3,709,553.71 12,118,051.72   sFT  0.99994770   +1 19 43.5
 GV4224;UTM  18      - 4,150,106.480   384,132.953   MT  0.99976537   -0 47 52.1
 GV4224
 GV4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4224!SPC VA S     -   1.00000538  x   0.99994770  =   0.99995308
 GV4224!UTM  18      -   1.00000538  x   0.99976537  =   0.99977074
 GV4224
 GV4224:                Primary Azimuth Mark                     Grid Az
 GV4224:SPC VA S     -  BUDDY VFC 1920                           241 02 38.6
 GV4224:UTM  18      -  BUDDY VFC 1920                           243 10 14.2
 GV4224
 GV4224|---------------------------------------------------------------------|
 GV4224| PID    Reference Object                     Distance      Geod. Az  |
 GV4224|                                                           dddmmss.s |
 GV4224| GV4219 BUDDY VFC 1920                      APPROX. 1.2 KM 2422222.1 |
 GV4224| GV4253 ROCK VFC 1920                       377.282 METERS 24459     |
 GV4224| GV4264 VIEW VFC                            233.447 METERS 31636     |
 GV4224|---------------------------------------------------------------------|
 GV4224
 GV4224                          SUPERSEDED SURVEY CONTROL
 GV4224
 GV4224  NAD 83(1993)-  37 29 26.20305(N)    076 18 38.39820(W) AD(       ) 3
 GV4224  NAD 83(1986)-  37 29 26.20803(N)    076 18 38.42072(W) AD(       ) 3
 GV4224  NAD 27      -  37 29 25.73200(N)    076 18 39.63300(W) AD(       ) 3
 GV4224
 GV4224.Superseded values are not recommended for survey control.
 GV4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4224.See file dsdata.txt to determine how the superseded data were derived.
 GV4224
 GV4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8413350106(NAD 83)
 GV4224_MARKER: DS = TRIANGULATION STATION DISK
 GV4224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4224_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV4224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4224
 GV4224  HISTORY     - Date     Condition        Report By
 GV4224  HISTORY     - 1921     MONUMENTED       VACF
 GV4224  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4224  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4224
 GV4224                          STATION DESCRIPTION
 GV4224
 GV4224'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1921
 GV4224'IN THE VICINITY OF MILFORD HAVEN, ON THE FIRST PROMINENT POINT
 GV4224'EAST OF THE GWYNNS ISLAND FERRY ON GWYNNS ISLAND, 8.75 FEET
 GV4224'FROM THE ONLY PINE TREE ON THIS POINT AND WITHIN ABOUT 1 FOOT
 GV4224'SOUTHWEST FROM A LINE DRAWN FROM THIS PINE TO THE SOUTHWEST
 GV4224'SIDE OF THE HOUSE OWNED BY MR. W.M. MARCHANT, WHICH IS ACROSS
 GV4224'HAVEN NEAR STATION LEVY.  MARKED BY A 5-FOOT SECTION OF 1-INCH
 GV4224'GALVANIZED IRON PIPE, SURROUNDED NEAR THE SURFACE OF GROUND BY
 GV4224'A BLOCK OF CONCRETE.  A U.S.C.S. BRASS MARKER MARKS THE
 GV4224'STATION.
 GV4224
 GV4224                          STATION RECOVERY (1944)
 GV4224
 GV4224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4224'A TWO MAN PARTY SEARCHED THOROUGHLY FOR THIS STATION WITHOUT
 GV4224'SUCCESS.
 GV4224
 GV4224                          STATION RECOVERY (2002)
 GV4224
 GV4224'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1859 ***********************************************************************
 GV1859  DESIGNATION -  CRATER
 GV1859  PID         -  GV1859
 GV1859  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1859  USGS QUAD   -  PETERSBURG (1994)
 GV1859
 GV1859                         *CURRENT SURVEY CONTROL
 GV1859  ___________________________________________________________________
 GV1859* NAD 83(1993)-  37 13 12.58595(N)    077 22 55.12089(W)     ADJUSTED  
 GV1859* NAVD 88     -        43.570  (meters)     142.95   (feet)  ADJUSTED  
 GV1859  ___________________________________________________________________
 GV1859  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 GV1859  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1859  DYNAMIC HT  -          43.538 (meters)     142.84  (feet)  COMP
 GV1859  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 GV1859
 GV1859  HORZ ORDER  -  THIRD
 GV1859  VERT ORDER  -  SECOND    CLASS 0
 GV1859
 GV1859.The horizontal coordinates were established by classical geodetic methods
 GV1859.and adjusted by the National Geodetic Survey in September 1995..
 GV1859
 GV1859.The orthometric height was determined by differential leveling
 GV1859.and adjusted by the National Geodetic Survey in June 1991..
 GV1859
 GV1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1859
 GV1859.The geoid height was determined by GEOID03.
 GV1859
 GV1859.The dynamic height is computed by dividing the NAVD 88
 GV1859.geopotential number by the normal gravity value computed on the
 GV1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1859.degrees latitude (g = 980.6199 gals.).
 GV1859
 GV1859.The modeled gravity was interpolated from observed gravity values.
 GV1859
 GV1859;                    North         East     Units Scale Factor Converg.
 GV1859;SPC VA S     - 1,099,002.881 3,599,221.932   MT  0.99994869   +0 40 42.8
 GV1859;SPC VA S     - 3,605,645.29 11,808,447.29   sFT  0.99994869   +0 40 42.8
 GV1859;UTM  18      - 4,121,954.378   288,657.108   MT  1.00015025   -1 26 28.8
 GV1859
 GV1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1859!SPC VA S     -   0.99999845  x   0.99994869  =   0.99994714
 GV1859!UTM  18      -   0.99999845  x   1.00015025  =   1.00014870
 GV1859
 GV1859:                Primary Azimuth Mark                     Grid Az
 GV1859:SPC VA S     -  CRATER AZ MK                             147 27 17.3
 GV1859:UTM  18      -  CRATER AZ MK                             149 34 28.9
 GV1859
 GV1859|---------------------------------------------------------------------|
 GV1859| PID    Reference Object                     Distance      Geod. Az  |
 GV1859|                                                           dddmmss.s |
 GV1859| DB6911 CRATER AZ MK                                       1480800.1 |
 GV1859| GV1858 CRATER RM 1                          31.529 METERS 27338     |
 GV1859| GV5409 ETTRICK VA STATE COLLEGE TANK       APPROX. 3.7 KM 2970724.0 |
 GV1859| GV5418 PETERSBURG COURTHOUSE TOWER         APPROX. 2.3 KM 3013720.3 |
 GV1859| GV5421 PETERSBURG WPID RADIO MAST          APPROX. 3.0 KM 3022252.4 |
 GV1859| DB6912 CRATER RM 2                          37.673 METERS 35420     |
 GV1859|---------------------------------------------------------------------|
 GV1859
 GV1859                          SUPERSEDED SURVEY CONTROL
 GV1859
 GV1859  NAD 83(1986)-  37 13 12.59324(N)    077 22 55.14007(W) AD(       ) 3
 GV1859  NAD 27      -  37 13 12.05800(N)    077 22 56.20800(W) AD(       ) 3
 GV1859  NGVD 29 (??/??/??)   43.921  (m)          144.10   (f) ADJUSTED    2 0
 GV1859
 GV1859.Superseded values are not recommended for survey control.
 GV1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1859.See file dsdata.txt to determine how the superseded data were derived.
 GV1859
 GV1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8865721954(NAD 83)
 GV1859_MARKER: DS = TRIANGULATION STATION DISK
 GV1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1859_STAMPING: CRATER 1941
 GV1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1859+STABILITY: SURFACE MOTION
 GV1859
 GV1859  HISTORY     - Date     Condition        Report By
 GV1859  HISTORY     - 1941     MONUMENTED       CGS
 GV1859  HISTORY     - 1953     GOOD             AMS
 GV1859  HISTORY     - 1959     GOOD             CGS
 GV1859  HISTORY     - 1968     GOOD             CGS
 GV1859  HISTORY     - 1973     GOOD             LOCENG
 GV1859  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1859  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 GV1859  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1859
 GV1859                          STATION DESCRIPTION
 GV1859
 GV1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV1859'STATION IS LOCATED ABOUT 1-1/2 MILES E FROM PETERSBURG ON TOP
 GV1859'OF A BARE HILL IN THE NW CORNER OF CRATER MILITARY PARK, ABOUT
 GV1859'0.3 MILE NW OF THE OLD CRATER.
 GV1859'
 GV1859'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE
 GV1859'FLUSH WITH THE GROUND, ON HIGHEST PART OF SMALL RISE, STAMPED
 GV1859'CRATER 1941.
 GV1859'
 GV1859'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 GV1859'AS DESCRIBED IN NOTE 7A.
 GV1859'
 GV1859'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE BLOCK
 GV1859'OF CONCRETE SET FLUSH WITH THE GROUND, SAME ELEVATION AS
 GV1859'STATION, ABOUT 200 FEET E OF EDGE OF SIDEWALK ON U.S. HIGHWAY
 GV1859'460 ABOUT 200 FEET S OF TREE LINE ON N SIDE OF PARK.  STAMPED
 GV1859'CRATER NO. 1, 1941.
 GV1859'
 GV1859'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE BLOCK
 GV1859'OF CONCRETE FLUSH WITH THE GROUND, SAME ELEVATION AS STATION,
 GV1859'ABOUT 4 FEET E OF SMALL WILLOW OAK TREE NEAR NW CORNER OF PARK,
 GV1859'ABOUT 90 FEET S OF TREE LINE ON N SIDE OF PARK, ABOUT 270 FEET E
 GV1859'OF W SIDE OF EDGE OF SIDEWALK IN U.S. HIGHWAY 460.  STAMPED
 GV1859'CRATER NO. 2, 1941.
 GV1859'
 GV1859'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 GV1859'CONCRETE FLUSH WITH THE GROUND, 60 FEET NE OF STATE HIGHWAY 460.
 GV1859'REACHED FROM CRATER MILITARY PARK ENTRANCE BY GOING S AND THEN
 GV1859'E ON U.S. HIGHWAY 460 FOR ABOUT 0.5 MILE, MARK ON LEFT ABOUT 6
 GV1859'FEET NW FROM TELEPHONE POLE, STAMPED CRATER 1941.
 GV1859'
 GV1859'REACHED FROM PETERSBURG AT THE JUNCTION OF U.S. HIGHWAY 1
 GV1859'AND U.S. HIGHWAY 460 BY GOING E AND S ON U.S. HIGHWAY 460 FOR
 GV1859'1.8 MILES TO CRATER MILITARY PARK ENTRANCE ON LEFT, TURN LEFT
 GV1859'FOR ABOUT 50 YARDS, THEN LEFT AGAIN AND GO ACROSS OPEN GRASSY
 GV1859'FIELD FOR ABOUT 0.15 MILE TO TOP OF SMALL RISE AND STATION.
 GV1859
 GV1859                          STATION RECOVERY (1953)
 GV1859
 GV1859'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV1859'THE MARK, A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF A
 GV1859'CONCRETE POST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 GV1859'MARK IS FLUSH WITH GROUND ON HIGHEST PART OF HILL, 100 FEET
 GV1859'SSE OF EDGE OF LONE TREE, 147.6 FEET SE OF EDGED OF LONE TREE,
 GV1859'244 FEET NE OF EDGE OF LONE TREE, AND 496 FEET NW OF POINT OF
 GV1859'TREES IN DRAIN.
 GV1859
 GV1859                          STATION RECOVERY (1959)
 GV1859
 GV1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 GV1859'1.8 MI S FROM PETERSBURG.
 GV1859'1.75 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK AND
 GV1859'WESTERN RAILWAY STATION AT PETERSBURG, 333 FEET EAST-NORTHEAST
 GV1859'OF THE CENTER OF THE JUNCTION OF CRATER ROAD AND HAZELHURST ROAD
 GV1859'LEADING NORTHWEST, 206 FEET EAST OF THE CENTERLINE OF CRATER
 GV1859'ROAD, 233.9 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE, 292 FEET
 GV1859'EAST-NORTHEAST OF BENCH MARK P.N.M.P. 2, 103-1/2 FEET EAST OF
 GV1859'R.M. 1, ON THE HIGHEST PART OF PETERSBURG MILITARY PARK PROPERTY
 GV1859'IN VICINITY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GV1859'GROUND.
 GV1859
 GV1859                          STATION RECOVERY (1968)
 GV1859
 GV1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV1859'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GV1859'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GV1859'
 GV1859'STATION MARK IS AT THE SOUTH EDGE OF A GROVE OF YOUNG PINES IN
 GV1859'A GRASSY FIELD WHICH HAS BEEN PLANTED WITH SEEDLING PINES.
 GV1859'
 GV1859'R.M. 1 IS WEST OF THE STATION AND APPROXIMATELY 30 FEET
 GV1859'INSIDE THE PINE GROVE.  R.M. 2 IS NORTH OF THE STATION, BEHIND
 GV1859'THE YOUNG PINES, AND NEAR THE WEST EDGE OF A FOOT PATH.  STATION
 GV1859'MARK AND R.M. 2 ARE ABOUT 2 INCHES BELOW THE SURFACE.  R.M. 1
 GV1859'IS FLUSH WITH THE GROUND.
 GV1859'
 GV1859'THE TO REACH IS ADEQUATE EXCEPT THAT THE ENTRANCE IS NOW AN EXIT.
 GV1859
 GV1859                          STATION RECOVERY (1973)
 GV1859
 GV1859'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (HJW)
 GV1859'CRATER RECOVERED IN GOOD CONDITION.
 GV1859'RM 1 RECOVERED IN GOOD CONDITION.
 GV1859'RM NO 2 RECOVERED IN GOOD CONDITION.
 GV1859'
 GV1859'STATION AND REF. MARKS IN GOOD CONDITION.  PINE TREES LIMIT
 GV1859'VISIABLITY AT GROUND LEVELS SO AZ MARK CANT BE SEEN.  AZ. MARK NOT
 GV1859'SEARCHED FOR.
 GV1859'
 GV1859'STATION IS 300 FEET NORTH OF SO. EDGE OF GROVE OF YOUNG PINES 3
 GV1859'INCHES TO 4 INCHES DIAM., MARKS AND REFERENCES INTERVISABLE, BUT
 GV1859'GROUND LEVEL VISABILITY IS SO LIMITED POINT IS ACCESSABLE ONLY
 GV1859'BY TRAVERSING.
 GV1859'
 GV1859'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILE E. OF
 GV1859'PETERSBURG.
 GV1859
 GV1859                          STATION RECOVERY (1988)
 GV1859
 GV1859'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1859'MARK NOT FOUND.
 GV1859
 GV1859                          STATION RECOVERY (1998)
 GV1859
 GV1859'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1859'MARK NOT FOUND.
 GV1859
 GV1859                          STATION RECOVERY (2004)
 GV1859
 GV1859'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1858 ***********************************************************************
 GV1858  DESIGNATION -  CRATER RM 1
 GV1858  PID         -  GV1858
 GV1858  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1858  USGS QUAD   -  PETERSBURG (1994)
 GV1858
 GV1858                         *CURRENT SURVEY CONTROL
 GV1858  ___________________________________________________________________
 GV1858* NAD 83(1986)-  37 13 13.     (N)    077 22 55.     (W)     SCALED    
 GV1858* NAVD 88     -        43.368  (meters)     142.28   (feet)  ADJUSTED  
 GV1858  ___________________________________________________________________
 GV1858  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1858  DYNAMIC HT  -          43.337 (meters)     142.18  (feet)  COMP
 GV1858  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 GV1858
 GV1858  VERT ORDER  -  SECOND    CLASS 0
 GV1858
 GV1858.The horizontal coordinates were scaled from a topographic map and have
 GV1858.an estimated accuracy of +/- 6 seconds.
 GV1858
 GV1858.The orthometric height was determined by differential leveling
 GV1858.and adjusted by the National Geodetic Survey in June 1991..
 GV1858
 GV1858.The geoid height was determined by GEOID03.
 GV1858
 GV1858.The dynamic height is computed by dividing the NAVD 88
 GV1858.geopotential number by the normal gravity value computed on the
 GV1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1858.degrees latitude (g = 980.6199 gals.).
 GV1858
 GV1858.The modeled gravity was interpolated from observed gravity values.
 GV1858
 GV1858;                    North         East    Units  Estimated Accuracy
 GV1858;SPC VA S     - 1,099,020.    3,599,230.      MT  (+/- 180 meters Scaled)
 GV1858
 GV1858                          SUPERSEDED SURVEY CONTROL
 GV1858
 GV1858  NGVD 29 (??/??/??)   43.720  (m)          143.44   (f) ADJUSTED    2 0
 GV1858
 GV1858.Superseded values are not recommended for survey control.
 GV1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1858.See file dsdata.txt to determine how the superseded data were derived.
 GV1858
 GV1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG886219(NAD 83)
 GV1858_MARKER: DR = REFERENCE MARK DISK
 GV1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1858_STAMPING: CRATER NO 1 1941
 GV1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1858+STABILITY: SURFACE MOTION
 GV1858
 GV1858  HISTORY     - Date     Condition        Report By
 GV1858  HISTORY     - 1941     MONUMENTED       CGS
 GV1858  HISTORY     - 1959     GOOD             CGS
 GV1858  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV1858  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 GV1858  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 GV1858
 GV1858                          STATION DESCRIPTION
 GV1858
 GV1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1858'1.8 MI S FROM PETERSBURG.
 GV1858'103 1/2 FEET WEST OF CRATER DESCRIBED, 310 FEET EAST OF THE
 GV1858'CENTER LINE OF CRATER ROAD (U.S. HIGHWAY 301), 246 FEET NORTHEAST
 GV1858'OF BENCH MARK P.N.M.P. 1, AND SET IN TOP OF A CONCRETE POST
 GV1858'FLUSH WITH THE GROUND.
 GV1858
 GV1858                          STATION RECOVERY (1988)
 GV1858
 GV1858'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1858'MARK NOT FOUND.
 GV1858
 GV1858                          STATION RECOVERY (1998)
 GV1858
 GV1858'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1858'MARK NOT FOUND.
 GV1858
 GV1858                          STATION RECOVERY (2004)
 GV1858
 GV1858'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4524 ***********************************************************************
 GV4524  DESIGNATION -  CRAWFORD
 GV4524  PID         -  GV4524
 GV4524  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4524  USGS QUAD   -  YORKTOWN (1994)
 GV4524
 GV4524                         *CURRENT SURVEY CONTROL
 GV4524  ___________________________________________________________________
 GV4524* NAD 83(1993)-  37 07 43.90831(N)    076 37 11.53759(W)     ADJUSTED  
 GV4524* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4524  ___________________________________________________________________
 GV4524  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 GV4524  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV4524
 GV4524  HORZ ORDER  -  SECOND
 GV4524
 GV4524.The horizontal coordinates were established by classical geodetic methods
 GV4524.and adjusted by the National Geodetic Survey in September 1995..
 GV4524
 GV4524.The orthometric height was scaled from a topographic map.
 GV4524
 GV4524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4524
 GV4524.The geoid height was determined by GEOID03.
 GV4524
 GV4524;                    North         East     Units Scale Factor Converg.
 GV4524;SPC VA S     - 1,089,946.889 3,667,051.809   MT  0.99995403   +1 08 27.9
 GV4524;SPC VA S     - 3,575,934.08 12,030,985.81   sFT  0.99995403   +1 08 27.9
 GV4524;UTM  18      - 4,110,395.728   356,108.542   MT  0.99985506   -0 58 40.6
 GV4524
 GV4524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4524!SPC VA S     -   1.00000533  x   0.99995403  =   0.99995936
 GV4524!UTM  18      -   1.00000533  x   0.99985506  =   0.99986039
 GV4524
 GV4524|---------------------------------------------------------------------|
 GV4524| PID    Reference Object                     Distance      Geod. Az  |
 GV4524|                                                           dddmmss.s |
 GV4524| DC9156 CRAWFORD RM 2                        35.171 METERS 05222     |
 GV4524| GV4558 NEWPORT NEWS WATER WORKS 1 TK       APPROX. 7.3 KM 0531544.1 |
 GV4524| DC9157 CRAWFORD RM 3                        28.350 METERS 14227     |
 GV4524| DC9155 CRAWFORD RM 1 AZIMUTH                              3491713.9 |
 GV4524|---------------------------------------------------------------------|
 GV4524
 GV4524                          SUPERSEDED SURVEY CONTROL
 GV4524
 GV4524  NAD 83(1986)-  37 07 43.91024(N)    076 37 11.56712(W) AD(       ) 2
 GV4524  NAD 27      -  37 07 43.37800(N)    076 37 12.72900(W) AD(       ) 2
 GV4524
 GV4524.Superseded values are not recommended for survey control.
 GV4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4524.See file dsdata.txt to determine how the superseded data were derived.
 GV4524
 GV4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5610910396(NAD 83)
 GV4524_MARKER: DS = TRIANGULATION STATION DISK
 GV4524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4524
 GV4524  HISTORY     - Date     Condition        Report By
 GV4524  HISTORY     - 1869     MONUMENTED       CGS
 GV4524  HISTORY     - 1932     GOOD             CGS
 GV4524  HISTORY     - 1942     GOOD             CGS
 GV4524  HISTORY     - 1957     GOOD             AMS
 GV4524
 GV4524                          STATION DESCRIPTION
 GV4524
 GV4524'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV4524'THIS STATION IS AT FORT EUSTIS, ABOUT 4.5 MILES WEST OF
 GV4524'DENBIGH POST OFFICE AND 10 MILES NORTH OF SMITHFIELD.  IT IS
 GV4524'ON THE OUTER SLOPE OF THE WEST BANK OF THE EARTHWORK OF OLD
 GV4524'FORT CRAWFORD, 25 FEET SOUTH OF THE SOUTHERNMOST ONE OF A
 GV4524'ROW OF SMALL PINE TREES ALONG THE TOP OF THE WEST EMBANKMENT
 GV4524'OF THE FORT, AND 115 FEET WEST-SOUTHWEST OF THE CENTER OF
 GV4524'A STEEL OBSERVATION TOWER NEAR THE CENTER OF FORT CRAWFORD.
 GV4524'THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF THE
 GV4524'OLD MONUMENT WHICH IS A 6-INCH SQUARE CONCRETE POST.  THE
 GV4524'MARK IS ON THE SLOPE OF A BANK OF LOOSE SANDY SOIL AND MAY BE
 GV4524'MOVED BY EROSION.
 GV4524'
 GV4524'REFERENCE MARK NO. 1 IS ABOUT 0.30 MILE NORTH OF THE STATION,
 GV4524'ABOUT 250 FEET SOUTH OF THE END OF A PIER IN RIVER, 20 FEET
 GV4524'EAST OF EAST SIDE OF A WOODEN BRIDGE OVER SMALL CREEK, 16 FEET
 GV4524'NORTH OF THE NORTH BANK OF THE CREEK.
 GV4524'
 GV4524'REFERENCE MARK NO. 2 IS IN THE TOP OF THE CONCRETE FOUNDATION
 GV4524'OF A SPIRAL STAIRWAY AT THE APPROXIMATE CENTER OF THE STEEL
 GV4524'OBSERVATION TOWER NEAR THE CENTER OF THE RUINS OF FORT CRAWFORD.
 GV4524'IT IS 1 FOOT SOUTHWEST OF THE STEEL POST SUPPORTING STAIRWAY.
 GV4524'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GV4524'CONCRETE.
 GV4524'
 GV4524'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION ON TOP OF
 GV4524'THE SOUTHWEST BANK OF THE EARTHWORK OF FORT CRAWFORD.
 GV4524'
 GV4524'REFERENCE MARKS NO. 1 AND NO. 3 ARE MARKED.
 GV4524'
 GV4524'THE STATION IS REACHED FROM THE JUNCTION OF UNITED STATES
 GV4524'HIGHWAYS 60 AND 514 AT LEE HALL BY U.S. 60 SOUTHEAST 1.15
 GV4524'MILES TO PAVED ROAD TO RIGHT AT D.G. CURTIS SERVICE STATION,
 GV4524'THENCE SOUTH ON PAVED ROAD 0.55 MILE TO THE ENTRANCE OF THE
 GV4524'FEDERAL CORRECTION CAMP AT FORT EUSTIS, ENTER THE CAMP, TURN
 GV4524'RIGHT AND CONTINUE STRAIGHT AHEAD ON PAVED ROAD 2.35 MILES TO
 GV4524'AN ASPHALT ROAD TO THE LEFT BETWEEN THE FIRST AND SECOND
 GV4524'AMMUNITION STORAGE HOUSES ON LEFT SIDE OF PAVED ROAD.  FOLLOW
 GV4524'ASPHALT ROAD 2.0 MILES TO ITS END AT PIER, CONTINUE DOWN THE
 GV4524'SHORE LINE ON CINDER ROAD 0.25 MILE AND TURN LEFT ON ROAD
 GV4524'TOWARD OLD ABANDONED DWELLING HOUSE.  CONTINUE 0.35 MILE
 GV4524'AND FOLLOW MAIN ROAD RIGHT AT THIS ABANDONED HOUSE.
 GV4524'CONTINUE 0.4 MILE TO STATION AT THE RUINS OF FORT CRAWFORD.
 GV4524'
 GV4524'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 GV4524
 GV4524                          STATION RECOVERY (1942)
 GV4524
 GV4524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4524'ORIGINAL DESCRIPTION ADEQUATE.
 GV4524
 GV4524                          STATION RECOVERY (1957)
 GV4524
 GV4524'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 GV4524'STATION AND REFERENCE MARK 3 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3034 ***********************************************************************
 FY3034  DESIGNATION -  CRAWLEY
 FY3034  PID         -  FY3034
 FY3034  STATE/COUNTY-  VA/HALIFAX
 FY3034  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3034
 FY3034                         *CURRENT SURVEY CONTROL
 FY3034  ___________________________________________________________________
 FY3034* NAD 83(1993)-  36 36 01.88484(N)    078 58 52.34228(W)     ADJUSTED  
 FY3034* NAVD 88     -       172.89   (+/-2cm)     567.2    (feet)  VERTCON   
 FY3034  ___________________________________________________________________
 FY3034  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FY3034  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FY3034
 FY3034  HORZ ORDER  -  FIRST
 FY3034  VERT ORDER  -  THIRD ? (See Below)
 FY3034
 FY3034.The horizontal coordinates were established by classical geodetic methods
 FY3034.and adjusted by the National Geodetic Survey in September 1995..
 FY3034
 FY3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3034.The vertical order pertains to the NGVD 29 superseded value.
 FY3034
 FY3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3034
 FY3034.The geoid height was determined by GEOID03.
 FY3034
 FY3034;                    North         East     Units Scale Factor Converg.
 FY3034;SPC VA S     - 1,029,761.259 3,456,942.710   MT  1.00003431   -0 17 31.4
 FY3034;SPC VA S     - 3,378,475.06 11,341,652.87   sFT  1.00003431   -0 17 31.4
 FY3034;UTM  17      - 4,052,455.810   680,570.536   MT  1.00000172   +1 12 14.4
 FY3034
 FY3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3034!SPC VA S     -   0.99997779  x   1.00003431  =   1.00001210
 FY3034!UTM  17      -   0.99997779  x   1.00000172  =   0.99997951
 FY3034
 FY3034|---------------------------------------------------------------------|
 FY3034| PID    Reference Object                     Distance      Geod. Az  |
 FY3034|                                                           dddmmss.s |
 FY3034| DB6916 CRAWLEY RM 4                          9.159 METERS 06837     |
 FY3034| AB8203 CRAWLEY RM 1 AZIMUTH                               1424359.8 |
 FY3034| DB6917 CRAWLEY RM 5                          5.283 METERS 14927     |
 FY3034| DB6914 CRAWLEY RM 2                         25.024 METERS 16614     |
 FY3034| FY3053 AIRWAY BEACON 35                    APPROX. 7.6 KM 2964346.5 |
 FY3034| DB6915 CRAWLEY RM 3                         23.028 METERS 31626     |
 FY3034| DB6913 CRAWLEY AZ MK RESET                                3275644.2 |
 FY3034|---------------------------------------------------------------------|
 FY3034
 FY3034                          SUPERSEDED SURVEY CONTROL
 FY3034
 FY3034  NAD 83(1986)-  36 36 01.88696(N)    078 58 52.34687(W) AD(       ) 1
 FY3034  NAD 27      -  36 36 01.38595(N)    078 58 53.30502(W) AD(       ) 1
 FY3034  NGVD 29 (07/19/86)  173.17   (m)          568.1    (f) LEVELING    3  
 FY3034
 FY3034.Superseded values are not recommended for survey control.
 FY3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3034.See file dsdata.txt to determine how the superseded data were derived.
 FY3034
 FY3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8057152456(NAD 83)
 FY3034_MARKER: DS = TRIANGULATION STATION DISK
 FY3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3034_MARK LOGO: CGS   
 FY3034
 FY3034  HISTORY     - Date     Condition        Report By
 FY3034  HISTORY     - 1933     MONUMENTED       CGS
 FY3034  HISTORY     - 1965     GOOD             CGS
 FY3034  HISTORY     - 1990     GOOD             USPSQD
 FY3034
 FY3034                          STATION DESCRIPTION
 FY3034
 FY3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY3034'ABOUT 8 MILES SOUTHWEST OF SOUTH BOSTON, 3-1/2 MILES SOUTH-SOUTHWEST
 FY3034'OF CLUSTER SPRINGS, AND 3-1/4 MILES NORTH OF THE VIRGINIA-NORTH
 FY3034'CAROLINA STATE LINE, ON LAND OWNED BY R.H. CRAWLEY AND OCCUPIED
 FY3034'BY J.E. CRAWLEY.  TO REACH FROM SOUTH BOSTON, GO SOUTH 5.9
 FY3034'MILES ON ROUTE 501 FROM CENTER LINE OF BRIDGE OVER DAN RIVER
 FY3034'TO DIRT ROAD ON LEFT WITH SIGN CLUSTER SPRINGS.  FOLLOW THIS
 FY3034'ROAD 0.25 MILE TO CLUSTER SPRINGS, CROSS RAILROAD TRACK, AND
 FY3034'TURN LEFT ONTO ALTON ROAD.  PROCEED 0.8 MILE ON THIS ROAD
 FY3034'TO FORK WITH TOBACCO BARN IN THE V AND TAKE RIGHT-HAND
 FY3034'FORK.  PROCEED 1.35 MILES, KEEP STRAIGHT AHEAD AT
 FY3034'CROSSROADS, AND CONTINUE 1.25 MILES FARTHER TO ANOTHER
 FY3034'FORK ABOUT 400 FEET WEST OF J.E. CRAWLEYS SERVICE
 FY3034'STATION.  TAKE RIGHT-HAND FORK 0.25 MILE AND TURN RIGHT AT
 FY3034'A T-ROAD INTERSECTION.  PROCEED ABOUT 250 FEET TO SUMMIT OF
 FY3034'GRADE AND STATION SITE.  STATION IS ABOUT 0.25 MILE WEST OF
 FY3034'J.E. CRAWLEYS HOUSE, ABOUT 250 FEET NORTH OF EAST-AND-WEST
 FY3034'DIRT ROAD, 28 FEET EAST OF CENTERLINE OF ANOTHER DIRT ROAD,
 FY3034'AND 22 FEET NORTHEAST OF 10-INCH PINE TREE IN FENCE
 FY3034'CORNER.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FY3034'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS
 FY3034'ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS
 FY3034'AT THE SOUTHEAST CORNER OF CULTIVATED FIELD, ON 4-FOOT
 FY3034'EMBANKMENT, 15 FEET NORTH OF CENTER LINE OF SOUTH LEG OF
 FY3034'Y-INTERSECTION, ABOUT 100 YARDS NORTHEAST OF ROAD INTERSECTION,
 FY3034'AND APPROXIMATELY 0.2 MILE FROM STATION S 37 DEG 16 MIN E
 FY3034'NO. 2 IS 55 FEET SOUTH OF 10-INCH PINE TREE IN
 FY3034'FENCE CORNER, 12 FEET EAST OF CENTER LINE OF ROAD, AND 82.10
 FY3034'FEET FROM STATION S 13 DEG 46 MIN E.  NO. 3 IS 0.5
 FY3034'FOOT WEST OF FENCE, 78 FEET NORTH OF 10-INCH PINE TREE IN
 FY3034'FENCE CORNER, 12 FEET EAST OF CENTER LINE OF ROAD, AND
 FY3034'75.55 FEET FROM STATION N 43 DEG 34 MIN W.
 FY3034
 FY3034                          STATION RECOVERY (1965)
 FY3034
 FY3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3034'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FY3034'REFERENCE MARK NO. 1 (AZIMUTH MARK) WAS NOT RECOVERED AND IT
 FY3034'IS BELIEVED THAT THE MARK WAS DESTROYED BY WIDENING AND
 FY3034'SURFACING OF COUNTY ROAD 658.  REFERENCE MARKS NO. 2 AND 3
 FY3034'WERE RECOVERED AND FOUND IN VERY POOR CONDITION, BOTH MARKS
 FY3034'HAD BEEN HIT BY ROAD MACHINERY AND WERE TILTED, THEREFORE
 FY3034'REFERENCE MARKS 4 AND 5 AND A AZIMUTH MARK WAS ESTABLISHED.
 FY3034'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FY3034'
 FY3034'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF SOUTH BOSTON,
 FY3034'3-1/2 MILES WEST-SOUTHWEST OF THE SMALL SETTLEMENT OF CLUSTER
 FY3034'SPRINGS, 3-1/2 MILES EAST-SOUTHEAST OF THE SMALL SETTLEMENT
 FY3034'OF TURBEVILLE AND 4 MILES NORTH OF THE VIRGINIA-NORTH CAROLINA
 FY3034'STATE LINE.  IT IS 18 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 FY3034'LEG OF THE LOOKOUT TOWER, 10 FEET WEST-SOUTHWEST OF THE
 FY3034'NORTHWEST LEG OF THE TOWER AND 13 FEET WEST OF THE BASE OF THE
 FY3034'STEPS OF THE TOWER.  THE MARK IS A STANDARD DISK SET IN A
 FY3034'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FY3034'THE DISK IS STAMPED CRAWLEY 1933.
 FY3034'
 FY3034'REFERENCE MARK NO. 4 IS SET IN A DRILL HOLE IN THE CONCRETE
 FY3034'BASE OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 FY3034'
 FY3034'REFERENCE MARK NO. 5 IS SET IN A DRILL HOLE IN THE CONCRETE
 FY3034'BASE OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 FY3034'
 FY3034'AZIMUTH MARK IS 22 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE
 FY3034'658, IN THE FORKS OF A TRACK ROAD, 7 FEET EAST OF A MAIL BOX,
 FY3034'2.6 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 FY3034'DISK SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 FY3034'GROUND AND THE DISK IS STAMPED CRAWLEY 1933 RESET 1965.
 FY3034'
 FY3034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58
 FY3034'AND 501 IN THE SOUTH EDGE OF SOUTH BOSTON, GO SOUTH ON U.S.
 FY3034'HIGHWAY 501 FOR 4.5 MILES TO CROSSROAD.  TURN RIGHT AND GO
 FY3034'SOUTHWEST ON COUNTY ROUTE 658 FOR 0.45 MILE TO RAILROAD
 FY3034'CROSSING, CROSS TRACKS AND CONTINUE SOUTHWEST ON COUNTY ROUTE
 FY3034'658 FOR 0.25 MILE TO FORK, KEEP THE RIGHT FORK AND CONTINUE
 FY3034'SOUTHWEST ON COUNTY ROUTE 658 FOR 0.8 MILE TO FORK, KEEP THE
 FY3034'RIGHT FORK AND CONTINUE WESTERLY ON COUNTY ROUTE 658 FOR 2.5
 FY3034'MILES TO FORK, KEEP THE RIGHT FORK AND GO WESTERLY FOR 0.2
 FY3034'MILE TO A T INTERSECTION, TURN RIGHT AND GO ABOUT 150 FEET
 FY3034'TO FOREST SERVICE LOOKOUT TOWER ON THE RIGHT AND STATION.
 FY3034
 FY3034                          STATION RECOVERY (1990)
 FY3034
 FY3034'RECOVERY NOTE BY US POWER SQUADRON 1990 (WMJ)
 FY3034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5516 ***********************************************************************
 GV5516  DESIGNATION -  CREEK
 GV5516  PID         -  GV5516
 GV5516  STATE/COUNTY-  VA/CHESTERFIELD
 GV5516  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5516
 GV5516                         *CURRENT SURVEY CONTROL
 GV5516  ___________________________________________________________________
 GV5516* NAD 83(1993)-  37 24 21.85862(N)    077 23 57.77482(W)     ADJUSTED  
 GV5516* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5516  ___________________________________________________________________
 GV5516  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 GV5516  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GV5516
 GV5516  HORZ ORDER  -  SECOND
 GV5516
 GV5516.The horizontal coordinates were established by classical geodetic methods
 GV5516.and adjusted by the National Geodetic Survey in September 1995..
 GV5516
 GV5516.The orthometric height was scaled from a topographic map.
 GV5516
 GV5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5516
 GV5516.The geoid height was determined by GEOID03.
 GV5516
 GV5516;                    North         East     Units Scale Factor Converg.
 GV5516;SPC VA S     - 1,119,615.065 3,597,436.915   MT  0.99994563   +0 40 04.8
 GV5516;SPC VA S     - 3,673,270.43 11,802,590.95   sFT  0.99994563   +0 40 04.8
 GV5516;UTM  18      - 4,142,622.808   287,636.673   MT  1.00015555   -1 27 29.1
 GV5516
 GV5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5516!SPC VA S     -   1.00000387  x   0.99994563  =   0.99994950
 GV5516!UTM  18      -   1.00000387  x   1.00015555  =   1.00015942
 GV5516
 GV5516|---------------------------------------------------------------------|
 GV5516| PID    Reference Object                     Distance      Geod. Az  |
 GV5516|                                                           dddmmss.s |
 GV5516| DB6920 CREEK RM 2                           31.877 METERS 07333     |
 GV5516| DB6918 CREEK AZ MK                                        1123630.7 |
 GV5516| DB6919 CREEK RM 1                           11.203 METERS 35532     |
 GV5516|---------------------------------------------------------------------|
 GV5516
 GV5516                          SUPERSEDED SURVEY CONTROL
 GV5516
 GV5516  NAD 83(1993)-  37 24 21.85906(N)    077 23 57.77433(W) AD(       ) 2
 GV5516  NAD 83(1986)-  37 24 21.86518(N)    077 23 57.79152(W) AD(       ) 2
 GV5516  NAD 27      -  37 24 21.32900(N)    077 23 58.85600(W) AD(       ) 2
 GV5516
 GV5516.Superseded values are not recommended for survey control.
 GV5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5516.See file dsdata.txt to determine how the superseded data were derived.
 GV5516
 GV5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8763742623(NAD 83)
 GV5516_MARKER: DS = TRIANGULATION STATION DISK
 GV5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5516
 GV5516  HISTORY     - Date     Condition        Report By
 GV5516  HISTORY     - 1943     MONUMENTED       CGS
 GV5516  HISTORY     - 1943     GOOD             CGS
 GV5516  HISTORY     - 1952     GOOD             AMS
 GV5516  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5516  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5516
 GV5516                          STATION DESCRIPTION
 GV5516
 GV5516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5516'SITE IS ABOUT 9 MILES S OF RICHMOND ON THE W SIDE OF THE JAMES
 GV5516'RIVER ON A KNOLL ON THE NW SIDE OF KINGSLAND CREEK ABOUT 1/4
 GV5516'MILE W OF THE JAMES RIVER.  STATION IS IN SMALL PASTURE 100 FEET
 GV5516'W OF GATE ENTRANCE TO PASTURE, AND ABOUT 40 FEET S OF FENCE
 GV5516'RUNNING W FROM GATE, AN IS ON EDGE OF GENTLE SLOPE DROPPING
 GV5516'TOWARD KINGSLAND CREEK.  STATION MARK PROJECTS 4 INCHES ABOVE
 GV5516'THE SURFACE.
 GV5516'
 GV5516'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GV5516'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5516'
 GV5516'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE SURFACE AND IS
 GV5516'ON FENCE LINE RUNNING W FROM GATE, ABOUT 100 FEET W OF GATE.
 GV5516'
 GV5516'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE SURFACE AND 1 FOOT
 GV5516'W OF FENCE RUNNING S OF GATE AND IS ABOUT 15 FEET S OF S CORNER OF
 GV5516'GATE.
 GV5516'
 GV5516'AZIMUTH MARK IS ABOUT 0.3 MILE SE OF STATION ON BANK OF JAMES
 GV5516'RIVER JUST N OF MOUTH OF KINGSLAND CREEK, APPROXIMATELY 6 FEET S
 GV5516'OF SW CORNER OF OLD SHACK AND ABOUT 20 FEET N OF SQUARE CONCRETE
 GV5516'OPEN TOP TANK.  MARK PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF
 GV5516'GROUND.
 GV5516'
 GV5516'TO REACH FROM RICHMOND TRAVEL 7.3 MILES ALONG U.S. NO. 1 FROM
 GV5516'INTERSECTION OF HULL STREET WITH U.S. NO. 1 TURN LEFT ON NO. 656
 GV5516'(JUST PAST BRIDGE) AND GO 0.5 MILE TO WHERE ROAD FORKS.  TAKE
 GV5516'RIGHT FORK WHICH BECOMES A DIRT ROAD AND TRAVEL 1.5 MILES TO
 GV5516'GATE.  PASS THROUGH GATE AND TRAVEL 0.6 MILE TO NEXT GATE.
 GV5516'PROCEED 0.5 MILE PASSING WHITE HOUSE AND FARM BUILDINGS AT 0.3
 GV5516'MILE, TO FENCE. TURN RIGHT AND PASS THROUGH GATE.  STATION IS ABOUT A
 GV5516'HUNDRED FEET FROM GATE, 40 FEET TO E OF FENCE RUNNING AT RIGHT
 GV5516'ANGLES TO ROAD PREVIOUSLY MENTIONED.
 GV5516
 GV5516                          STATION RECOVERY (1943)
 GV5516
 GV5516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV5516'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, WITH THE
 GV5516'FOLLOWING EXCEPTION--
 GV5516'
 GV5516'TO REACH FROM RICHMOND IT IS BETTER TO FOLLOW THIS DESCRIPTION--
 GV5516'
 GV5516'TO REACH FROM RICHMOND, FOLLOW U.S. HIGHWAY 1 FROM THE S END
 GV5516'OF THE LEE BRIDGE FOR 8.1 MILES TO WHERE STATE SECONDARY ROAD 656
 GV5516'JOINS FROM THE LEFT.  FOLLOW HIGHWAY 656 ACROSS THE RAILWAY
 GV5516'TRACKS AND AT 0.5 MILE KEEP TO THE RIGHT ON A ROAD WHICH COMES TO
 GV5516'SEVERAL FARM BUILDINGS IN FIELD AT 1.5 MILES FROM U.S. HIGHWAY 1.
 GV5516'FROM FARM BUILDINGS FOLLOW ALONG FENCE LINE TO LEFT OF ROAD AND
 GV5516'ALONG OR NEAR TOP OF BANK TO THE SE LINES WITH SOME CEDAR
 GV5516'TREES.  AT 2.2 MILES PASS THROUGH GATE AND TO FRAME AND BRICK
 GV5516'BUILDING.  STATION IS 0.1 MILE TO S IN SMALL OPEN FIELD NEAR E
 GV5516'BANK OF SMALL CREEK.
 GV5516
 GV5516                          STATION RECOVERY (1952)
 GV5516
 GV5516'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5516'STATION LOCATED AS DESCRIBED IN GOOD CONDITION.  PROCEED SOUTH FROM
 GV5516'BRICK AND FRAME HOUSE FOR ABOUT .2 MILES TO WHERE FENCE MAKES A
 GV5516'90 DEGREE CORNER FROM E-W TO N-S.  REFERENCE MARKS ARE LOCATED IN
 GV5516'CORRECT POSITION IN THE FENCELINE.
 GV5516
 GV5516                          STATION RECOVERY (1999)
 GV5516
 GV5516'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5516'MARK NOT FOUND.
 GV5516
 GV5516                          STATION RECOVERY (2004)
 GV5516
 GV5516'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV5516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0366 ***********************************************************************
 HV0366  DESIGNATION -  CREEK
 HV0366  PID         -  HV0366
 HV0366  STATE/COUNTY-  VA/ARLINGTON
 HV0366  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0366
 HV0366                         *CURRENT SURVEY CONTROL
 HV0366  ___________________________________________________________________
 HV0366* NAD 83(1993)-  38 55 29.89484(N)    077 06 46.69265(W)     ADJUSTED  
 HV0366* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV0366  ___________________________________________________________________
 HV0366  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV0366  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV0366
 HV0366  HORZ ORDER  -  SECOND
 HV0366
 HV0366.The horizontal coordinates were established by classical geodetic methods
 HV0366.and adjusted by the National Geodetic Survey in November 1994..
 HV0366
 HV0366.The orthometric height was scaled from a topographic map.
 HV0366
 HV0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0366
 HV0366.The geoid height was determined by GEOID03.
 HV0366
 HV0366;                    North         East     Units Scale Factor Converg.
 HV0366;SPC VA N     - 2,140,580.746 3,620,271.142   MT  0.99996275   +0 51 56.4
 HV0366;SPC VA N     - 7,022,888.66 11,877,506.24   sFT  0.99996275   +0 51 56.4
 HV0366;SPC MD       -   139,683.327   390,203.963   MT  0.99995021   -0 04 15.3
 HV0366;SPC MD       -   458,277.72  1,280,194.17   sFT  0.99995021   -0 04 15.3
 HV0366;UTM  18      - 4,310,573.163   316,832.297   MT  1.00001314   -1 19 40.6
 HV0366
 HV0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0366!SPC VA N     -   1.00000488  x   0.99996275  =   0.99996763
 HV0366!SPC MD       -   1.00000488  x   0.99995021  =   0.99995509
 HV0366!UTM  18      -   1.00000488  x   1.00001314  =   1.00001802
 HV0366
 HV0366:                Primary Azimuth Mark                     Grid Az
 HV0366:SPC VA N     -  BLUFF 2                                  024 40 44.0
 HV0366:SPC MD       -  BLUFF 2                                  025 36 55.7
 HV0366:UTM  18      -  BLUFF 2                                  026 52 21.0
 HV0366
 HV0366|---------------------------------------------------------------------|
 HV0366| PID    Reference Object                     Distance      Geod. Az  |
 HV0366|                                                           dddmmss.s |
 HV0366| HV4102 BLUFF 2                             APPROX. 0.5 KM 0253240.4 |
 HV0366| HV4100 BLUFF                               APPROX. 0.5 KM 0264815.7 |
 HV0366| HV1825 GALENA                              437.631 METERS 0571800.8 |
 HV0366| HV0556 DRILL                               244.696 METERS 13607     |
 HV0366| DC6164 CREEK RM 1                            7.285 METERS 17118     |
 HV0366| DC6166 CREEK WM 1                            2.414 METERS 26423     |
 HV0366| DC6165 CREEK RM 3                            6.462 METERS 27952     |
 HV0366| HV0746 HOLE                                257.630 METERS 32456     |
 HV0366| DC6163 CREEK RM 2                            1.881 METERS 34433     |
 HV0366|---------------------------------------------------------------------|
 HV0366
 HV0366                          SUPERSEDED SURVEY CONTROL
 HV0366
 HV0366  NAD 83(1993)-  38 55 29.89376(N)    077 06 46.69433(W) AD(       ) 2
 HV0366  NAD 83(1986)-  38 55 29.89359(N)    077 06 46.70424(W) AD(       ) 2
 HV0366  NAD 27      -  38 55 29.49300(N)    077 06 47.77400(W) AD(       ) 2
 HV0366
 HV0366.Superseded values are not recommended for survey control.
 HV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0366.See file dsdata.txt to determine how the superseded data were derived.
 HV0366
 HV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1683210573(NAD 83)
 HV0366_MARKER: DD = SURVEY DISK
 HV0366_SETTING: 66 = SET IN ROCK OUTCROP
 HV0366
 HV0366  HISTORY     - Date     Condition        Report By
 HV0366  HISTORY     - 1925     MONUMENTED       USE
 HV0366  HISTORY     - 1935     GOOD             CGS
 HV0366  HISTORY     - 1946     GOOD             CGS
 HV0366  HISTORY     - 1957     GOOD             CGS
 HV0366  HISTORY     - 20041010 GOOD             GEOCAC
 HV0366
 HV0366                          STATION DESCRIPTION
 HV0366
 HV0366'DESCRIBED BY US ENGINEERS 1925 (GLB)
 HV0366'STATION IS SITUATED ABOUT 1/3 MILE SE OF THE CHAIN BRIDGE ON THE
 HV0366'VIRGINIA SIDE OF THE POTOMAC RIVER.  IT IS ABOUT 100 METERS SE OF
 HV0366'A SMALL CREEK WITH AN OLD POWERHOUSE IN A PROMINENT RAVINE.  IT
 HV0366'IS ON A PROMINENT HIGH LEDGE ABOUT 40 FEET BACK FROM THE RIVER
 HV0366'AND 15 FEET ABOVE THE WATER.  ABOUT 15 FEET FROM THE BASE OF THE
 HV0366'BLUFF.
 HV0366'
 HV0366'STATION IS MARKED BY A UNITED STATES ENGINEERS MARK SET WITH
 HV0366'CEMENT IN A DRILL HOLE IN THE SOLID ROCK.
 HV0366'
 HV0366'REFERENCE MARK NO. 1 IS A DRILL HOLE IN THE EDGE OF THE LEDGE.
 HV0366'
 HV0366'REFERENCE MARK NO. 2 IS A REGULAR REFERENCE MARK SET WITH CEMENT
 HV0366'IN A DEPRESSION IN THE LEDGE.
 HV0366'
 HV0366'REFERENCE MARK NO. 3 IS A LARGE IRON BOLT SET IN A DRILL HOLE.
 HV0366'
 HV0366'WITNESS MARK NO. 1 IS A DRILL HOLE.
 HV0366
 HV0366                          STATION RECOVERY (1935)
 HV0366
 HV0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV0366'RECOVERED AS DESCRIBED.
 HV0366
 HV0366                          STATION RECOVERY (1946)
 HV0366
 HV0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0366'AT SITE OF STATION, 40 IS PAINTED IN LARGE RED FIGURES ON FACE
 HV0366'OF CLIFF.  REFERENCE MARK 2 IS OUT, LEAVING PLUG OF MARK.
 HV0366'OTHERWISE, AS DESCRIBED.  DESCRIPTION ADEQUATE.
 HV0366
 HV0366                          STATION RECOVERY (1957)
 HV0366
 HV0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JL)
 HV0366'THE STATION WAS FOUND IN GOOD CONDITION AND PREVIOUS DESCRIPTION
 HV0366'IS ADEQUATE.
 HV0366
 HV0366                          STATION RECOVERY (2004)
 HV0366
 HV0366'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 HV0366'THE DISK IS GONE, BUT THE SHANK REMAINS. THE AZIMUTH TO REFERENCE MARK
 HV0366'2 IS INCORRECT - 344 DEGREES SHOULD BE 244 DEGREES.
 HV0366'REFERENCE MARK 1 WAS NOT FOUND.
 HV0366'REFERENCE MARK 2 DISK IS GONE AS PER THE 1946 REPORT. ITS STEM IS SEEN
 HV0366'IN AN IRREGULAR MAN-MADE CRATER IN THE ROCK ABOUT 1 INCH DEEP AND 3
 HV0366'INCHES IN DIAMETER.
 HV0366'REFERENCE MARK 3 IS VERY OBVIOUS - A BOLT OF 2-INCH DIAMETER IRON BENT
 HV0366'INTO A LOOP.
 HV0366'WITNESS MARK 1 WAS FOUND - A 1/2-INCH SHALLOW DRILL HOLE.
 HV0366'THE MARK IS BEST FOUND BY MEASURING FROM REFERNCE MARK 2 AND WITNESS
 HV0366'MARK 1. IT IS IN A DIRECTION TOWARD THE RIVER FROM REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4912 ***********************************************************************
 HV4912  DESIGNATION -  CREEK
 HV4912  PID         -  HV4912
 HV4912  STATE/COUNTY-  VA/FAIRFAX
 HV4912  USGS QUAD   -  MOUNT VERNON (1983)
 HV4912
 HV4912                         *CURRENT SURVEY CONTROL
 HV4912  ___________________________________________________________________
 HV4912* NAD 83(1993)-  38 41 34.58119(N)    077 07 23.33445(W)     ADJUSTED  
 HV4912* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4912  ___________________________________________________________________
 HV4912  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HV4912  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV4912
 HV4912  HORZ ORDER  -  THIRD
 HV4912
 HV4912.The horizontal coordinates were established by classical geodetic methods
 HV4912.and adjusted by the National Geodetic Survey in November 1994..
 HV4912
 HV4912.The orthometric height was scaled from a topographic map.
 HV4912
 HV4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4912
 HV4912.The geoid height was determined by GEOID03.
 HV4912
 HV4912;                    North         East     Units Scale Factor Converg.
 HV4912;SPC VA N     - 2,114,813.274 3,619,774.925   MT  0.99994925   +0 51 33.5
 HV4912;SPC VA N     - 6,938,349.88 11,875,878.23   sFT  0.99994925   +0 51 33.5
 HV4912;SPC MD       -   113,927.497   389,286.623   MT  0.99995491   -0 04 38.3
 HV4912;SPC MD       -   373,777.13  1,277,184.53   sFT  0.99995491   -0 04 38.3
 HV4912;UTM  18      - 4,284,841.890   315,351.552   MT  1.00001987   -1 19 39.6
 HV4912
 HV4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4912!SPC VA N     -   1.00000496  x   0.99994925  =   0.99995421
 HV4912!SPC MD       -   1.00000496  x   0.99995491  =   0.99995987
 HV4912!UTM  18      -   1.00000496  x   1.00001987  =   1.00002483
 HV4912
 HV4912:                Primary Azimuth Mark                     Grid Az
 HV4912:SPC VA N     -  BRYAN PT FLAGPOLE                        086 53 50.2
 HV4912:SPC MD       -  BRYAN PT FLAGPOLE                        087 50 02.0
 HV4912:UTM  18      -  BRYAN PT FLAGPOLE                        089 05 03.3
 HV4912
 HV4912|---------------------------------------------------------------------|
 HV4912| PID    Reference Object                     Distance      Geod. Az  |
 HV4912|                                                           dddmmss.s |
 HV4912| HV4952 BRYAN PT FLAGPOLE                   APPROX. 4.7 KM 0874523.7 |
 HV4912| HV4953 BRYAN PT VANE ON WHITE HOUSE        APPROX. 4.7 KM 0874810.2 |
 HV4912| HV4947 101=HALL                            APPROX. 2.2 KM 1101953.9 |
 HV4912| HV4967 USE HYDRO SIG S MARSHALL HALL       APPROX. 2.0 KM 1314317.4 |
 HV4912| HV4914 DOGUE CR CONCRETE SEWER POST        APPROX. 0.5 KM 1643510.4 |
 HV4912| HV4913 DOG                                 APPROX. 0.5 KM 1693137.0 |
 HV4912| DC6161 CREEK RM 1                           13.340 METERS 21403     |
 HV4912| DC6162 CREEK RM 2                           11.180 METERS 27024     |
 HV4912|---------------------------------------------------------------------|
 HV4912
 HV4912                          SUPERSEDED SURVEY CONTROL
 HV4912
 HV4912  NAD 83(1993)-  38 41 34.57917(N)    077 07 23.33756(W) AD(       ) 3
 HV4912  NAD 83(1986)-  38 41 34.57902(N)    077 07 23.34981(W) AD(       ) 3
 HV4912  NAD 27      -  38 41 34.15800(N)    077 07 24.42800(W) AD(       ) 3
 HV4912
 HV4912.Superseded values are not recommended for survey control.
 HV4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4912.See file dsdata.txt to determine how the superseded data were derived.
 HV4912
 HV4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1535284842(NAD 83)
 HV4912_MARKER: DS = TRIANGULATION STATION DISK
 HV4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4912
 HV4912  HISTORY     - Date     Condition        Report By
 HV4912  HISTORY     - 1928     MONUMENTED       CGS
 HV4912
 HV4912                          STATION DESCRIPTION
 HV4912
 HV4912'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4912'STATION IS ON THE W SHORE OF POTOMAC RIVER ON A LOW SANDY POINT,
 HV4912'THE FIRST DEFINITE POINT N OF THE N ENTRANCE TO DOGUE CREEK.
 HV4912'JUST BACK FROM THE EDGE OF HIGH-WATER LINE AMONG A GROUP OF
 HV4912'TREES SEVERAL OF WHICH GROW ALONG THE HIGH-WATER LINE.  MARKS
 HV4912'PROJECT SEVERAL INCHES ABOVE SURFACE AND STAMPED CREEK 1928.
 HV4912'
 HV4912'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HV4912'CONCRETE.
 HV4912'
 HV4912'REFERENCE MARK NOS. 1 AND 2 ARE SET BACK AMONG THE TREES,
 HV4912'PROJECT 1 FOOT ABOVE THE SURFACE AND STAMPED CREEK NO. 1 AND
 HV4912'CREEK NO. 2 RESPECTIVELY.
 HV4912'
 HV4912'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2982 ***********************************************************************
 FX2982  DESIGNATION -  CREEK
 FX2982  PID         -  FX2982
 FX2982  STATE/COUNTY-  VA/C OF NORFOLK
 FX2982  USGS QUAD   -  KEMPSVILLE (1986)
 FX2982
 FX2982                         *CURRENT SURVEY CONTROL
 FX2982  ___________________________________________________________________
 FX2982* NAD 83(1993)-  36 50 23.76933(N)    076 13 45.35251(W)     ADJUSTED  
 FX2982* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX2982  ___________________________________________________________________
 FX2982  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FX2982  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX2982
 FX2982  HORZ ORDER  -  THIRD
 FX2982
 FX2982.The horizontal coordinates were established by classical geodetic methods
 FX2982.and adjusted by the National Geodetic Survey in September 1995..
 FX2982
 FX2982.The orthometric height was scaled from a topographic map.
 FX2982
 FX2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2982
 FX2982.The geoid height was determined by GEOID03.
 FX2982
 FX2982;                    North         East     Units Scale Factor Converg.
 FX2982;SPC VA S     - 1,058,655.749 3,702,522.782   MT  0.99998751   +1 22 41.4
 FX2982;SPC VA S     - 3,473,273.07 12,147,360.16   sFT  0.99998751   +1 22 41.4
 FX2982;UTM  18      - 4,077,821.224   390,393.648   MT  0.99974800   -0 44 13.6
 FX2982
 FX2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2982!SPC VA S     -   1.00000572  x   0.99998751  =   0.99999323
 FX2982!UTM  18      -   1.00000572  x   0.99974800  =   0.99975372
 FX2982
 FX2982|---------------------------------------------------------------------|
 FX2982| PID    Reference Object                     Distance      Geod. Az  |
 FX2982|                                                           dddmmss.s |
 FX2982| FX2981 CHIMNEY NEAR END OF BRIDGE          232.536 METERS 01418     |
 FX2982| FX2977 BROAD CREEK WEST BASE               221.098 METERS 02156     |
 FX2982| FX3007 WINDMILL                            APPROX. 0.9 KM 0464456.3 |
 FX2982| FX2996 NEW HOUSE WHITE CHIMNEY             APPROX. 0.6 KM 0663959.6 |
 FX2982| FX2978 BROAD                               387.970 METERS 09036     |
 FX2982| FX3003 STUB                                427.894 METERS 1442845.7 |
 FX2982| FX2994 MOUND                               417.131 METERS 2041817.1 |
 FX2982| DC8764 CREEK RM 1                           19.916 METERS 28328     |
 FX2982|---------------------------------------------------------------------|
 FX2982
 FX2982                          SUPERSEDED SURVEY CONTROL
 FX2982
 FX2982  NAD 83(1986)-  36 50 23.77524(N)    076 13 45.38797(W) AD(       ) 3
 FX2982  NAD 27      -  36 50 23.24000(N)    076 13 46.60600(W) AD(       ) 3
 FX2982
 FX2982.Superseded values are not recommended for survey control.
 FX2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2982.See file dsdata.txt to determine how the superseded data were derived.
 FX2982
 FX2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9039477821(NAD 83)
 FX2982_MARKER: DD = SURVEY DISK
 FX2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2982
 FX2982  HISTORY     - Date     Condition        Report By
 FX2982  HISTORY     - 1913     MONUMENTED       CGS
 FX2982  HISTORY     - 1932     SEE DESCRIPTION  CGS
 FX2982  HISTORY     - 1932     SEE DESCRIPTION  CGS
 FX2982  HISTORY     - 1943     SEE DESCRIPTION  CGS
 FX2982  HISTORY     - 1947     SEE DESCRIPTION  USE
 FX2982  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX2982
 FX2982                          STATION DESCRIPTION
 FX2982
 FX2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 FX2982'STATION CREEK IS ON N BANK OF THE EASTERN BRANCH OF ELIZABETH
 FX2982'RIVER ON THE LOWER POINT WHERE BROAD CREEK ENTERS ABOUT 175
 FX2982'METERS BELOW THE E END OF NORFOLK SOUTHERN BRIDGE OVER BROAD
 FX2982'CREEK ON THE SMALL GRASSY AND HIGH SANDY POINT.
 FX2982'
 FX2982'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 FX2982'BEARING BRASS PLATE WITH LEGEND REINFORCED IN ITS UPPER
 FX2982'END, STANDING 1 INCH ABOVE SURFACE.
 FX2982'
 FX2982'REFERENCE MARK IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES BEARING
 FX2982'BRASS PLATE WITH ARROW IN UPPER END, REINFORCED IN PLACE,
 FX2982'SET ON HIGHER GROUND STRAIGHT DOWN ON N LINE OF WOODS, DISTANT
 FX2982'19.916 METERS ON LINE 192 DEG 51 MIN 15 SEC TO RIGHT OF LINE
 FX2982'TO TRIANGULATION STATION BROAD.
 FX2982
 FX2982                          STATION RECOVERY (1932)
 FX2982
 FX2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2982'STATION FOUND AS DESCRIBED.  THE IRON PIPE HOLDING STATION MARK
 FX2982'IS RUSTING BADLY AND MAY DISAPPEAR IN A FEW YEARS.
 FX2982
 FX2982                          STATION RECOVERY (1932)
 FX2982
 FX2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2982'STATION FOUND AS DESCRIBED.
 FX2982
 FX2982                          STATION RECOVERY (1943)
 FX2982
 FX2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX2982'THE 1913-32 DESCRIPTION FOR THIS STATION IS INADEQUATE.  THE
 FX2982'STATION IS LOCATED ABOUT 175 METERS BELOW THE W END OF THE
 FX2982'NORFOLK SOUTHERN RAILWAY BRIDGE, ACROSS BROAD CREEK, ON SMALL
 FX2982'SAND SPIT, ABOUT 2 METERS FROM EDGE OF NARROW ROAD LEADING
 FX2982'TO EDGE OF WATER AND IN MARSH GRASS.  IT IS AN IRON PIPE SET
 FX2982'IN CONCRETE WITH A STANDARD BRONZE CAP.  STATION MARK IS 260
 FX2982'FEET SE OF NE CORNER OF A SMALL WHITE TOOL HOUSE AND 178.6 FEET
 FX2982'SE OF SW CORNER OF A WHITE HOUSE (DWELLING OF GEORGE WILSON).
 FX2982
 FX2982                          STATION RECOVERY (1947)
 FX2982
 FX2982'RECOVERY NOTE BY US ENGINEERS 1947
 FX2982'LETTER OF G.L. ANDERSON, SUPERVISOR, S.E. DIST., NORFOLK, VA.,
 FX2982'DATED 7/15/47--
 FX2982'
 FX2982'STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE DESCRIPTION
 FX2982'LOCATES IT S OF THE E END OF RAILROAD BRIDGE OVER BROAD
 FX2982'CREEK, WHEN IT SHOULD READ WEST END.
 FX2982
 FX2982                          STATION RECOVERY (1960)
 FX2982
 FX2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2982'THE STATION SITE IS LOCATED AT 700 ELIZABETH RIVER CIRCLE
 FX2982'IN THE INGLEWOOD DISTRICT OF THE CITY OF NORFOLK.  ACCORDING
 FX2982'TO INFORMATION RECEIVED FROM THE PROPERTY OWNER THE AREA
 FX2982'HAS BEEN DREDGED AND FILLED.  THE STATION SHOULD BE CONSIDERED
 FX2982'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3096 ***********************************************************************
 FX3096  DESIGNATION -  CREEK
 FX3096  PID         -  FX3096
 FX3096  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3096  USGS QUAD   -  CREEDS (1986)
 FX3096
 FX3096                         *CURRENT SURVEY CONTROL
 FX3096  ___________________________________________________________________
 FX3096* NAD 83(1993)-  36 34 51.38215(N)    076 03 41.71905(W)     ADJUSTED  
 FX3096* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3096  ___________________________________________________________________
 FX3096  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 FX3096  GEOID HEIGHT-         -37.85  (meters)                     GEOID03
 FX3096
 FX3096  HORZ ORDER  -  SECOND
 FX3096
 FX3096.The horizontal coordinates were established by classical geodetic methods
 FX3096.and adjusted by the National Geodetic Survey in September 1995..
 FX3096
 FX3096.The orthometric height was scaled from a topographic map.
 FX3096
 FX3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3096
 FX3096.The geoid height was determined by GEOID03.
 FX3096
 FX3096;                    North         East     Units Scale Factor Converg.
 FX3096;SPC VA S     - 1,030,296.586 3,718,216.593   MT  1.00003890   +1 28 47.8
 FX3096;SPC VA S     - 3,380,231.38 12,198,848.94   sFT  1.00003890   +1 28 47.8
 FX3096;SPC NC       -   317,959.382   872,581.414   MT  1.00014201   +1 41 45.5
 FX3096;SPC NC       - 1,043,171.74  2,862,794.19   sFT  1.00014201   +1 41 45.5
 FX3096;UTM  18      - 4,048,910.652   405,026.604   MT  0.99971113   -0 37 57.8
 FX3096
 FX3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3096!SPC VA S     -   1.00000583  x   1.00003890  =   1.00004473
 FX3096!SPC NC       -   1.00000583  x   1.00014201  =   1.00014784
 FX3096!UTM  18      -   1.00000583  x   0.99971113  =   0.99971696
 FX3096
 FX3096:                Primary Azimuth Mark                     Grid Az
 FX3096:SPC VA S     -  NORTH LANDING RIVER BEACON 1             003 27 18.9
 FX3096:SPC NC       -  NORTH LANDING RIVER BEACON 1             003 14 21.2
 FX3096:UTM  18      -  NORTH LANDING RIVER BEACON 1             005 34 04.5
 FX3096
 FX3096|---------------------------------------------------------------------|
 FX3096| PID    Reference Object                     Distance      Geod. Az  |
 FX3096|                                                           dddmmss.s |
 FX3096| FX3110 NORTH LANDING RIVER BEACON 1        APPROX. 1.5 KM 0045606.7 |
 FX3096| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 1.6 KM 0090739.1 |
 FX3096| FX3127 NORTH LANDING RIVER BEACON 2        APPROX. 1.6 KM 0385047.9 |
 FX3096| FX3108 MUNDEN PIPE SE OF RAILWAY STA       APPROX. 2.2 KM 1001736.5 |
 FX3096| FX3109 MUNDEN RR WHARF HSE OUTER GAB       APPROX. 2.1 KM 1050203.0 |
 FX3096| DC8760 CREEK RM 1                           31.443 METERS 10506     |
 FX3096| DC8763 CREEK RM 2 RESET                     27.374 METERS 10627     |
 FX3096| FX3113 NORTH LANDING RIVER BEACON 23       APPROX. 2.0 KM 1073810.9 |
 FX3096| DC8762 CREEK RM 2                           31.861 METERS 18546     |
 FX3096| DC8761 CREEK RM 1 RESET                     24.728 METERS 18831     |
 FX3096| FX3092 BLACK                               APPROX. 2.1 KM 3444633.8 |
 FX3096|---------------------------------------------------------------------|
 FX3096
 FX3096                          SUPERSEDED SURVEY CONTROL
 FX3096
 FX3096  NAD 83(1986)-  36 34 51.39173(N)    076 03 41.74781(W) AD(       ) 2
 FX3096  NAD 27      -  36 34 50.84400(N)    076 03 42.99300(W) AD(       ) 2
 FX3096
 FX3096.Superseded values are not recommended for survey control.
 FX3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3096.See file dsdata.txt to determine how the superseded data were derived.
 FX3096
 FX3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0502748911(NAD 83)
 FX3096_MARKER: DS = TRIANGULATION STATION DISK
 FX3096_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3096
 FX3096  HISTORY     - Date     Condition        Report By
 FX3096  HISTORY     - 1911     MONUMENTED       CGS
 FX3096  HISTORY     - 1934     GOOD             CGS
 FX3096  HISTORY     - 1934     GOOD             CGS
 FX3096  HISTORY     - 1947     GOOD             USE
 FX3096
 FX3096                          STATION DESCRIPTION
 FX3096
 FX3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EBL)
 FX3096'ON THE SOUTH SHORE OF MILL DAM CREEK, 1 MILE FROM NORTH
 FX3096'LANDING RIVER.  STATION IS MARKED WITH A GLASS BOTTLE PLACED
 FX3096'2-1/2 FEET BELOW THE SURFACE, AND ONE JOINT OF TERRA-COTTA
 FX3096'PIPE, SURROUNDED AT BOTTOM AND AT INTERVALS WITH CEMENT MIXED
 FX3096'SAND AND BROKEN BRICK.  A STANDARD BRASS STATION MARK WITH
 FX3096'1911 PUNCHED WITH A DIE IN ADDITION TO THE INSCRIPTION, IS SET
 FX3096'IN THE CEMENT AS THE SURFACE MARK.  WITNESS MARKS ARE 4-INCH
 FX3096'TERRA-COTTA PIPES, BELL DOWN, PLACED SO AS TO SHOW 6 INCHES
 FX3096'ABOVE THE GROUND, AT UPPER END, WITH A NAIL, HEAD DOWN PLACED
 FX3096'IN THE CENTER OF THE PIPE SET IN CEMENT.  WITNESS MARK NO. 1
 FX3096'IS 102.8 FEET, S 75 DEG 04 MIN E.  WITNESS
 FX3096'MARK NO. 2 IS 104.5 FEET, S 5 DEG 35 MIN W.
 FX3096
 FX3096                          STATION RECOVERY (1934)
 FX3096
 FX3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FX3096'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  ON
 FX3096'THE SOUTH SHORE OF MILL DAM CREEK, ABOUT 1 MILE FROM NORTH
 FX3096'LANDING RIVER.  MILL DAM CREEK IS WEST-NORTHWEST FROM MUNDEN,
 FX3096'VIRGINIA ON THE OPPOSITE SIDE OF THE RIVER.  THE MOST PROMINENT
 FX3096'LAND MARKS IN THE IMMEDIATE VICINITY OF THE STATION IS A
 FX3096'JUNCTION OF TWO CREEKS TO THE NORTH OF THE STATION AND THE
 FX3096'RIGHT ANGLE TURN OF THE CREEK AT THE STATION.  THE STATION
 FX3096'IS 5.6 METERS SOUTHWEST OF THE SOUTH BANK OF THE CREEK, AND
 FX3096'IS APT TO BE COVERED WITH 2 OR 3 INCHES OF MUD AFTER VERY
 FX3096'HIGH WATER.
 FX3096'
 FX3096'REFERENCE MARKS NO. 1 AND NO. 2, 1911, WERE RECOVERED AFTER
 FX3096'TWO NEW REFERENCE MARKS HAD BEEN ESTABLISHED.  THE NAIL
 FX3096'ORIGINALLY SET IN REFERENCE MARK NO. 2, 1911, HAS BEEN DESTROYED.
 FX3096'NEW REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS
 FX3096'AND STAMPED 1911, 1934.
 FX3096'
 FX3096'THE WITNESS MARK IS A 4- BY 4-INCH CONCRETE POST EXTENDING
 FX3096'4 FEET ABOVE THE GROUND, SET BETWEEN STATION AND THE BANK
 FX3096'OF THE CREEK SOUTHWEST OF THE STATION.  TWO CYPRESS TREES
 FX3096'ARE ON THE NORTH BANK OF THE CREEK AT THE NEXT BEND TOWARDS
 FX3096'NORTH LANDING RIVER.
 FX3096
 FX3096                          STATION RECOVERY (1934)
 FX3096
 FX3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3096'THE DESCRIPTION AS OF J.C. SAMMONS 1934 IS ADEQUATE.
 FX3096
 FX3096                          STATION RECOVERY (1947)
 FX3096
 FX3096'RECOVERY NOTE BY US ENGINEERS 1947
 FX3096'LETTER OF G.L. ANDERSON, SUPERVISOR, SE DISTRICT, NORFOLK,
 FX3096'VA., DATED MARCH 21, 1947--
 FX3096'
 FX3096'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3345 ***********************************************************************
 FX3345  DESIGNATION -  CREEK
 FX3345  PID         -  FX3345
 FX3345  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3345  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3345
 FX3345                         *CURRENT SURVEY CONTROL
 FX3345  ___________________________________________________________________
 FX3345* NAD 83(1993)-  36 47 51.85387(N)    076 17 52.07612(W)     ADJUSTED  
 FX3345* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 FX3345  ___________________________________________________________________
 FX3345  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 FX3345  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX3345
 FX3345  HORZ ORDER  -  SECOND
 FX3345  VERT ORDER  -  THIRD ? (See Below)
 FX3345
 FX3345.The horizontal coordinates were established by classical geodetic methods
 FX3345.and adjusted by the National Geodetic Survey in September 1995..
 FX3345
 FX3345.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3345.The vertical order pertains to the NGVD 29 superseded value.
 FX3345
 FX3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3345
 FX3345.The geoid height was determined by GEOID03.
 FX3345
 FX3345;                    North         East     Units Scale Factor Converg.
 FX3345;SPC VA S     - 1,053,829.284 3,696,520.686   MT  0.99999451   +1 20 11.7
 FX3345;SPC VA S     - 3,457,438.24 12,127,668.28   sFT  0.99999451   +1 20 11.7
 FX3345;UTM  18      - 4,073,220.599   384,218.993   MT  0.99976515   -0 46 38.8
 FX3345
 FX3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3345!SPC VA S     -   1.00000523  x   0.99999451  =   0.99999974
 FX3345!UTM  18      -   1.00000523  x   0.99976515  =   0.99977038
 FX3345
 FX3345|---------------------------------------------------------------------|
 FX3345| PID    Reference Object                     Distance      Geod. Az  |
 FX3345|                                                           dddmmss.s |
 FX3345| DC8765 CREEK RM 1                           35.952 METERS 08138     |
 FX3345| DC8766 CREEK RM 2                            7.522 METERS 17531     |
 FX3345| FX3441 SAINT JULIENS 1932                  APPROX. 2.1 KM 2221955.3 |
 FX3345|---------------------------------------------------------------------|
 FX3345
 FX3345                          SUPERSEDED SURVEY CONTROL
 FX3345
 FX3345  NAD 83(1986)-  36 47 51.85966(N)    076 17 52.11071(W) AD(       ) 2
 FX3345  NAD 27      -  36 47 51.32400(N)    076 17 53.31800(W) AD(       ) 2
 FX3345  NGVD 29 (07/19/86)    4.02   (m)           13.2    (f) LEVELING    3  
 FX3345
 FX3345.Superseded values are not recommended for survey control.
 FX3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3345.See file dsdata.txt to determine how the superseded data were derived.
 FX3345
 FX3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8421973221(NAD 83)
 FX3345_MARKER: DS = TRIANGULATION STATION DISK
 FX3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3345
 FX3345  HISTORY     - Date     Condition        Report By
 FX3345  HISTORY     - 1918     MONUMENTED       CGS
 FX3345  HISTORY     - 1943     GOOD             CGS
 FX3345  HISTORY     - 1954     GOOD             AMS
 FX3345  HISTORY     - 1960     GOOD             CGS
 FX3345
 FX3345                          STATION DESCRIPTION
 FX3345
 FX3345'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX3345'STATION IS ABOUT 330 YARDS W OF THE SOUTHERN BRANCH OF THE
 FX3345'ELIZABETH RIVER ON THE VIRGINIAN RAILWAY, DIRECTLY ACROSS THE
 FX3345'TRACK FROM THE SEVENTH TELEGRAPH POLE W OF THE DRAWBRIDGE OVER
 FX3345'THE RIVER, 16.23 METERS (53.2 FEET) N OF THE N RAIL, AND ABOUT
 FX3345'65 YARDS S OF THE SHORE LINE OF PARADISE CREEK.  THE UNDERGROUND
 FX3345'MARK IS A NAIL SET IN CONCRETE AS DESCRIBED IN NOTE 7C.  THE
 FX3345'SURFACE AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE,
 FX3345'AS DESCRIBED IN NOTES 1A AND 11A.  THE REFERENCE MARK IS
 FX3345'36.000 METERS (118.11 FEET) FROM THE STATION N 81
 FX3345'DEG 44 MIN E.
 FX3345
 FX3345                          STATION RECOVERY (1943)
 FX3345
 FX3345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3345'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION WAS
 FX3345'FOUND TO BE COMPLETE AND CORRECT.
 FX3345'
 FX3345'STATION MARK IS STAMPED ELEV. 13.379 FT. 6 I 9 CREEK. (NOTE--
 FX3345'THIS MARK IS ALSO BENCH MARK G9 CREEK.)
 FX3345
 FX3345                          STATION RECOVERY (1954)
 FX3345
 FX3345'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3345'STATION RECOVERED AS DESCRIBED AND PROJECTS 0.10 FEET ABOVE
 FX3345'GROUND.  IT IS 960 FEET W-SW TO CENTERLINE INTERSECTION E-W
 FX3345'R.R. TRACK AND R.R. SIDING N.W., 36 FEET S AND PERPENDICULAR
 FX3345'TO CENTERLINE R.R. TRACK, AND 185 FEET S-SW TO MOST WESTERLY
 FX3345'OF TWO SMALL TREES ON S SIDE OF R.R. TRACK.
 FX3345
 FX3345                          STATION RECOVERY (1960)
 FX3345
 FX3345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3345'STATION AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 FX3345'THE DISTANCE TO THE REFERENCE MARK FAILEDTO CHECK BY 0.16 FEET.
 FX3345'A NEW REFERENCE MARK NO. 2 WAS ESTABLISHED AT THIS TIME.  A
 FX3345'COMPLETE NEW DESCRIPTION FOLLOWS--
 FX3345'
 FX3345'STATION IS LOCATED IN PORTSMOUTH BETWEEN THE PARADISE CREEK AND
 FX3345'THE VIRGINIAN RAILROAD.  IT IS 491 FEET WEST OF THE DOUBLE SIGNAL
 FX3345'LIGHTS ON THE SOUTH SIDE OF THE TRACKS, 39.5 FEET NORTH OF THE
 FX3345'MOST NORTHERLY RAIL OF THE RAILROAD, ABOUT 150 FEET SOUTH OF
 FX3345'THE SOUTH SHORE OF PARADISE CREEK, 10 FEET NORTHWEST OF THE
 FX3345'10TH. TELEPHONE POLE FROM THE DRAWBRIDGE OVER THE ELIZABETH
 FX3345'RIVER (4TH. ON THE NORTH SIDE OF THE TRACKS), AND 3 FEET SOUTH
 FX3345'OF A USGS WITNESS SIGN.  THE MARK IS FLUSH WITH THE GROUND AND
 FX3345'THE DISK IS STAMPED ELV 13.379 G 1 9 CREEK 1918.  (NOTE 1A,
 FX3345'7C)
 FX3345'
 FX3345'REFERENCE MARK NO. 1 IS 11.95 FEET EAST OF THE STATION.  IT IS
 FX3345'46.5 FEET NORTH OF THE MOST NORTHERLY RAIL OF THE RAILROAD,
 FX3345'37 FEET WEST OF THE 9TH. POLE WEST OF THE DRAWBRIDGE (3RD.
 FX3345'POLE ON THE NORTH SIDE OF THE TRACKS.  THE MARK IS FLUSH WITH
 FX3345'THE GROUND AND THE DISK IS STAMPED H 1 9 ELV 13.848 CREEK 1918.
 FX3345'(NOTE 11A)
 FX3345'
 FX3345'REFERENCE MARK NO. 2 IS 24.68 FEET SOUTH OF THE STATION.  IT
 FX3345'IS 28 FEET SOUTH OF THE WITNESS SIGN, 20 FEET SOUTH OF THE 4TH.
 FX3345'TELEPHONE POLE AND 15 FEET NORTH OF THE NORTH RAIL OF THE
 FX3345'RAILROAD.  THE MARK IS ABOUT 1 INCH BELOW GROUND SURFACE AND
 FX3345'THE DISK IS STAMPED CREEK NO 2 1918.  (NOTE 11A)
 FX3345'
 FX3345'TO REACH THE STATION FROM THE PORTSMOUTH-NORFOLK BRIDGE IN
 FX3345'PORTSMOUTH, GO EAST ON STATE HIGHWAY 337 FOR 0.7 MILE TO STATE
 FX3345'HIGHWAY 681 LEFT, TURN LEFT AND GO 0.8 MILE TO WHERE THE HIGHWAY
 FX3345'TURNS RIGHT AND A BLACK TOP ROAD STRAIGHT AHEAD.  CONTINUE
 FX3345'STRAIGHT AHEAD FOR 0.15 MILE TO THE RAILROAD CROSSING, TURN
 FX3345'LEFT AND FOLLOW THE RAILROAD, SOUTH FOR 0.8 MILE TO THE MARK ON
 FX3345'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4918 ***********************************************************************
 GV4918  DESIGNATION -  CREEK
 GV4918  PID         -  GV4918
 GV4918  STATE/COUNTY-  VA/KING WILLIAM
 GV4918  USGS QUAD   -  NEW KENT (1978)
 GV4918
 GV4918                         *CURRENT SURVEY CONTROL
 GV4918  ___________________________________________________________________
 GV4918* NAD 83(1993)-  37 33 54.77329(N)    076 52 57.08411(W)     ADJUSTED  
 GV4918* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4918  ___________________________________________________________________
 GV4918  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 GV4918  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 GV4918
 GV4918  HORZ ORDER  -  THIRD
 GV4918
 GV4918.The horizontal coordinates were established by classical geodetic methods
 GV4918.and adjusted by the National Geodetic Survey in November 1994..
 GV4918
 GV4918.The orthometric height was scaled from a topographic map.
 GV4918
 GV4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4918
 GV4918.The geoid height was determined by GEOID03.
 GV4918
 GV4918;                    North         East     Units Scale Factor Converg.
 GV4918;SPC VA S     - 1,137,933.032 3,642,887.663   MT  0.99995134   +0 58 54.1
 GV4918;SPC VA S     - 3,733,368.62 11,951,707.27   sFT  0.99995134   +0 58 54.1
 GV4918;UTM  18      - 4,159,242.017   333,740.690   MT  0.99994049   -1 08 52.7
 GV4918
 GV4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4918!SPC VA S     -   1.00000545  x   0.99995134  =   0.99995679
 GV4918!UTM  18      -   1.00000545  x   0.99994049  =   0.99994594
 GV4918
 GV4918:                Primary Azimuth Mark                     Grid Az
 GV4918:SPC VA S     -  LARGE BLACK TREE                         062 43 10.4
 GV4918:UTM  18      -  LARGE BLACK TREE                         064 50 57.2
 GV4918
 GV4918|---------------------------------------------------------------------|
 GV4918| PID    Reference Object                     Distance      Geod. Az  |
 GV4918|                                                           dddmmss.s |
 GV4918| GV4840 LARGE BLACK TREE                    APPROX. 2.9 KM 0634204.5 |
 GV4918| GV4812 CUSTIS                              APPROX. 2.6 KM 1321022.7 |
 GV4918| DC9158 CREEK RM                             28.824 METERS 23922     |
 GV4918|---------------------------------------------------------------------|
 GV4918
 GV4918                          SUPERSEDED SURVEY CONTROL
 GV4918
 GV4918  NAD 83(1986)-  37 33 54.77468(N)    076 52 57.09976(W) AD(       ) 3
 GV4918  NAD 27      -  37 33 54.25200(N)    076 52 58.23900(W) AD(       ) 3
 GV4918
 GV4918.Superseded values are not recommended for survey control.
 GV4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4918.See file dsdata.txt to determine how the superseded data were derived.
 GV4918
 GV4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3374159242(NAD 83)
 GV4918_MARKER: P = PIPE CAP
 GV4918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4918_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4918
 GV4918  HISTORY     - Date     Condition        Report By
 GV4918  HISTORY     - 1911     MONUMENTED       CGS
 GV4918  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4918  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4918
 GV4918                          STATION DESCRIPTION
 GV4918
 GV4918'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4918'SIGNAL CREEK IS ABOUT 3/4 MILE ABOVE A POINT WHERE THE RIVER
 GV4918'REACHES A VERY HIGH BANK, ON LEFT SIDE OF RIVER (DESCENDING),
 GV4918'1-1/2 MILES ABOVE ROMANCOKE AND ABOUT 450 METERS ABOVE WHERE
 GV4918'THE RIVER REACHES HIGH GROUND AND PINE WOODS, ON POINT OF MARSH
 GV4918'ON UPPER SIDE OF LARGE THOROUGHFARE, ABOUT 8 METERS BACK FROM
 GV4918'HIGH WATER AND EDGE OF GRASS, ON HIGHEST POINT OF MARSH BUT ONLY
 GV4918'A FEW INCHES ABOVE HIGH WATER.
 GV4918'
 GV4918'STATION IS MARKED BY IRON PIPE 3 FEET LONG STANDING 8 INCHES
 GV4918'ABOVE GROUND, SURMOUNTED BY A CAP BEARING LEGEND, SET IN CEMENT
 GV4918'AND FILLED WITH CEMENT.  BOTTOM OF PIPE IS SPREAD.
 GV4918'
 GV4918'REFERENCE MARK IS NAIL IN CEDAR STAKE STANDING 6 INCHES ABOVE
 GV4918'SURFACE SURROUNDED BY MOUND OF SOD AND A MOAT.
 GV4918
 GV4918                          STATION RECOVERY (1999)
 GV4918
 GV4918'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4918'MARK NOT FOUND.
 GV4918
 GV4918                          STATION RECOVERY (2003)
 GV4918
 GV4918'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9022 ***********************************************************************
 HV9022  DESIGNATION -  CRESPO
 HV9022  PID         -  HV9022
 HV9022  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9022  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV9022
 HV9022                         *CURRENT SURVEY CONTROL
 HV9022  ___________________________________________________________________
 HV9022* NAD 83(1993)-  38 39 46.20163(N)    077 24 54.20896(W)     ADJUSTED  
 HV9022* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 HV9022  ___________________________________________________________________
 HV9022  X           -   1,086,572.012 (meters)                     COMP
 HV9022  Y           -  -4,867,051.776 (meters)                     COMP
 HV9022  Z           -   3,963,214.922 (meters)                     COMP
 HV9022  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HV9022  ELLIP HEIGHT-          88.50  (meters)          (06/04/02) GPS OBS
 HV9022  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV9022
 HV9022  HORZ ORDER  -  SECOND
 HV9022  ELLP ORDER  -  FOURTH    CLASS II
 HV9022
 HV9022.The horizontal coordinates were established by GPS observations
 HV9022.and adjusted by the National Geodetic Survey in November 1994..
 HV9022
 HV9022.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9022
 HV9022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9022
 HV9022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9022
 HV9022.The ellipsoidal height was determined by GPS observations
 HV9022.and is referenced to NAD 83.
 HV9022
 HV9022.The geoid height was determined by GEOID03.
 HV9022
 HV9022;                    North         East     Units Scale Factor Converg.
 HV9022;SPC VA N     - 2,111,131.211 3,594,421.991   MT  0.99994870   +0 40 37.7
 HV9022;SPC VA N     - 6,926,269.65 11,792,699.48   sFT  0.99994870   +0 40 37.7
 HV9022;UTM  18      - 4,282,129.528   289,873.236   MT  1.00014375   -1 30 33.6
 HV9022
 HV9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9022!SPC VA N     -   0.99998611  x   0.99994870  =   0.99993482
 HV9022!UTM  18      -   0.99998611  x   1.00014375  =   1.00012986
 HV9022
 HV9022                          SUPERSEDED SURVEY CONTROL
 HV9022
 HV9022  ELLIP H (11/14/94)   88.46   (m)                       GP(       ) 4 2
 HV9022  NAD 83(1993)-  38 39 46.20119(N)    077 24 54.22017(W) AD(       ) 2
 HV9022  ELLIP H (01/27/92)   87.91   (m)                       GP(       ) 4 1
 HV9022  NAD 83(1986)-  38 39 46.20148(N)    077 24 54.22131(W) AD(       ) 2
 HV9022  NGVD 29 (01/20/89)  120.8    (m)          396.     (f) GPS OBS        
 HV9022
 HV9022.Superseded values are not recommended for survey control.
 HV9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9022.See file dsdata.txt to determine how the superseded data were derived.
 HV9022
 HV9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8987382130(NAD 83)
 HV9022_MARKER: A = ALUMINUM MARKER
 HV9022_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9022_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9022+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9022
 HV9022  HISTORY     - Date     Condition        Report By
 HV9022  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9022
 HV9022                          STATION DESCRIPTION
 HV9022
 HV9022'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9022'THE STATION IS LOCATED IN SOUTH CENTRAL PRINCE WILLIAM COUNTY,
 HV9022'VIRGINIA, ABOUT 3 MILES NORTHWEST OF THE DALE CITY, VIRGINIA.
 HV9022'
 HV9022'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 642, HOADLY
 HV9022'ROAD, AND STATE ROUTE 631, KAHNS ROAD, GO NORTHWEST ON ROUTE 631
 HV9022'FOR 120 FEET TO THE STATION ON THE LEFT.
 HV9022'
 HV9022'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9022'GROUND AND IS STAMPED---51 CRESPO 1986---. THE STATION IS 14.7 FEET
 HV9022'SOUTHWEST OF THE CENTER OF ROUTE 631, 15.2 FEET NORTHEAST OF A FENCE
 HV9022'ON THE WEST SIDE OF ROUTE 631, 110.5 FEET NORTH-NORTHWEST OF A STOP
 HV9022'SIGN, ABOUT 72 FEET NORTH-NORTHWEST OF A POWER BRACE POLE ON THE FENCE
 HV9022'LINE ON THE WEST SIDE OF KAHNS ROAD, 49.54 FEET NORTHWEST OF A TWIN
 HV9022'6-INCH MAPLE, AND 82.68 FEET SOUTHWEST OF POWER POLE 94-81-4.
 HV9022'
 HV9022'THE AZIMUTH MARK IS AN ALUMINUM DISK SET IN A MASS OF CONCRETE, SET
 HV9022'FLUSH WITH THE GROUND AND IS STAMPED---51 CRESPO PWC AZIMUTH 1986---.
 HV9022'THE MARK IS 18.8 FEET EAST OF THE CENTERLINE OF HOADLY ROAD, 4.0 FEET
 HV9022'NORTHEAST OF POWER POLE 3-16-C5-1359, 18.99 FEET SOUTHWEST OF AN
 HV9022'18-INCH PINE TREE.
 HV9022'
 HV9022'TO REACH THE AZIMUTH MARK FROM THE STATION, TURN RIGHT AT THE STOP
 HV9022'SIGN AND PROCEED SOUTHWEST ON HOADLY ROAD FOR 0.15 MILES TO THE MARK
 HV9022'ON THE LEFT, ACROSS FROM HOUSE 7032.
 HV9022'
 HV9022'THE RADIO TOWER WAS USED FOR THE ASTRONOMIC OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3346 ***********************************************************************
 FX3346  DESIGNATION -  CRESTWOOD
 FX3346  PID         -  FX3346
 FX3346  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3346  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3346
 FX3346                         *CURRENT SURVEY CONTROL
 FX3346  ___________________________________________________________________
 FX3346* NAD 83(1993)-  36 45 58.21848(N)    076 17 07.28629(W)     ADJUSTED  
 FX3346* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 FX3346  ___________________________________________________________________
 FX3346  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FX3346  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 FX3346
 FX3346  HORZ ORDER  -  SECOND
 FX3346
 FX3346.The horizontal coordinates were established by classical geodetic methods
 FX3346.and adjusted by the National Geodetic Survey in September 1995..
 FX3346
 FX3346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3346
 FX3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3346
 FX3346.The geoid height was determined by GEOID03.
 FX3346
 FX3346;                    North         East     Units Scale Factor Converg.
 FX3346;SPC VA S     - 1,050,353.307 3,697,712.920   MT  1.00000009   +1 20 38.8
 FX3346;SPC VA S     - 3,446,034.14 12,131,579.81   sFT  1.00000009   +1 20 38.8
 FX3346;UTM  18      - 4,069,703.835   385,281.959   MT  0.99976213   -0 46 10.0
 FX3346
 FX3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3346!SPC VA S     -   1.00000555  x   1.00000009  =   1.00000564
 FX3346!UTM  18      -   1.00000555  x   0.99976213  =   0.99976768
 FX3346
 FX3346|---------------------------------------------------------------------|
 FX3346| PID    Reference Object                     Distance      Geod. Az  |
 FX3346|                                                           dddmmss.s |
 FX3346| DC8768 CRESTWOOD RM 1                       34.175 METERS 21459     |
 FX3346| DC8769 CRESTWOOD RM 2                       24.277 METERS 28232     |
 FX3346| DC8767 CRESTWOOD AZ MK                                    2902712.4 |
 FX3346| FX3428 PORTSMOUTH VEPCO STATION STACK      APPROX. 1.5 KM 2904721.7 |
 FX3346| FX3454 SOUTH NORFOLK ARMOUR BLACK TK       APPROX. 1.9 KM 3250515.0 |
 FX3346| FX3455 SOUTH NORFOLK ARMOUR SILVER TK      APPROX. 1.7 KM 3254300.3 |
 FX3346|---------------------------------------------------------------------|
 FX3346
 FX3346                          SUPERSEDED SURVEY CONTROL
 FX3346
 FX3346  NAD 83(1986)-  36 45 58.22454(N)    076 17 07.32140(W) AD(       ) 2
 FX3346  NAD 27      -  36 45 57.68560(N)    076 17 08.53320(W) AD(       ) 2
 FX3346  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 FX3346
 FX3346.Superseded values are not recommended for survey control.
 FX3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3346.See file dsdata.txt to determine how the superseded data were derived.
 FX3346
 FX3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8528269704(NAD 83)
 FX3346_MARKER: DS = TRIANGULATION STATION DISK
 FX3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3346
 FX3346  HISTORY     - Date     Condition        Report By
 FX3346  HISTORY     - 1959     MONUMENTED       CGS
 FX3346  HISTORY     - 19990515 POOR             USPSQD
 FX3346  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3346
 FX3346                          STATION DESCRIPTION
 FX3346
 FX3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX3346'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF NORFOLK, 3.5
 FX3346'MILES EAST NORTHEAST OF DEEP CREEK AND IN THE NORTHWEST CORNER
 FX3346'OF THE CRESTWOOD SCHOOL YARD.  IT IS 52 FEET EAST OF THE
 FX3346'CENTER LINE OF A PAVED ROAD, 40 FEET EAST SOUTHEAST OF THE
 FX3346'EAST END OF A CULVERT AND 38 FEET SOUTH OF THE CENTER LINE
 FX3346'OF GREAT BRIDGE ROAD.  THE MARK IS ABOUT 4 INCHES BELOW THE
 FX3346'SURFACE OF THE GROUND AND THE DISK IS STAMPED CRESTWOOD 1958.
 FX3346'
 FX3346'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE CENTER LINE OF
 FX3346'A PAVED ROAD, 12 FEET NORTHWEST OF A MAN-HOLE, 3 FEET NORTH
 FX3346'NORTHEAST OF A UTILITY POLE NO. 1027 AND IS ABOUT THE SAME
 FX3346'ELEVATION AS THE STATION MARK.  THE MARK IS SET FLUSH WITH
 FX3346'THE GROUND AND THE DISK IS STAMPED CRESTWOOD NO 1 1958.
 FX3346'
 FX3346'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE AT THE NORTH END
 FX3346'OF SIDE WALK, IT IS 27 FEET WEST OF THE CENTER LINE OF A PAVED
 FX3346'STREET, 31 FEET SOUTH OF THE CENTER LINE OF GREAT BRIDGE
 FX3346'ROAD, 14 FEET SOUTHWEST OF THE WEST END OF A CULVERT AND IS
 FX3346'ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE DISK IS
 FX3346'SET FLUSH WITH THE SIDEWALK AND THE DISK IS STAMPED CRESTWOOD
 FX3346'NO 2 1958.
 FX3346'
 FX3346'AZIMUTH MARK IS 34 FEET WEST OF THE CENTER LINE OF STATE
 FX3346'ROUTE 166, 29 FEET NORTH OF THE CENTER LINE OF DRIVE-WAY,
 FX3346'14 FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET
 FX3346'EAST OF A HIGH-LINE POLE NO. 22.  THE MARK IS SET FLUSH WITH
 FX3346'THE GROUND AND THE DISK IS STAMP CRESTWOOD 1958.
 FX3346'
 FX3346'TO REACH THE STATION FROM THE DRAW BRIDGE OVER SOUTH BRANCH
 FX3346'ELIZBETH RIVER OF U.S. HIGHWAY 13 AND 460, GO EASTERLY ON
 FX3346'U.S. HIGHWAY 13 AND 460 FOR 0.45 MILE TO THE OVER-PASS
 FX3346'AT THE INTERSECTION OF STATE ROUTE 166, TURN RIGHT AND GO
 FX3346'SOUTHERLY ON STATE HIGHWAY 166 FOR 0.7 MILE TO AZIMUTH MARK
 FX3346'ON LEFT AND FORK.  TURN LEFT ON GREAT BRIDGE ROAD AND GO
 FX3346'EASTERLY FOR 0.25 MILE TO A SIDE ROAD RIGHT AND STATION IN
 FX3346'THE SOUTHEAST ANGLE OF ROADS.
 FX3346'
 FX3346'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX3346
 FX3346                          STATION RECOVERY (1999)
 FX3346
 FX3346'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX3346'MARK RECOVERED IN POOR CONDITION.
 FX3346
 FX3346                          STATION RECOVERY (2004)
 FX3346
 FX3346'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0267 ***********************************************************************
 GW0267  DESIGNATION -  CREWE
 GW0267  PID         -  GW0267
 GW0267  STATE/COUNTY-  VA/NOTTOWAY
 GW0267  USGS QUAD   -  CREWE WEST (1987)
 GW0267
 GW0267                         *CURRENT SURVEY CONTROL
 GW0267  ___________________________________________________________________
 GW0267* NAD 83(1986)-  37 11 27.     (N)    078 08 47.     (W)     SCALED    
 GW0267* NAVD 88     -       155.604  (meters)     510.51   (feet)  ADJUSTED  
 GW0267  ___________________________________________________________________
 GW0267  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW0267  DYNAMIC HT  -         155.491 (meters)     510.14  (feet)  COMP
 GW0267  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 GW0267
 GW0267  VERT ORDER  -  SECOND    CLASS 0
 GW0267
 GW0267.The horizontal coordinates were scaled from a topographic map and have
 GW0267.an estimated accuracy of +/- 6 seconds.
 GW0267
 GW0267.The orthometric height was determined by differential leveling
 GW0267.and adjusted by the National Geodetic Survey in June 1991..
 GW0267
 GW0267.The geoid height was determined by GEOID03.
 GW0267
 GW0267.The dynamic height is computed by dividing the NAVD 88
 GW0267.geopotential number by the normal gravity value computed on the
 GW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0267.degrees latitude (g = 980.6199 gals.).
 GW0267
 GW0267.The modeled gravity was interpolated from observed gravity values.
 GW0267
 GW0267;                    North         East    Units  Estimated Accuracy
 GW0267;SPC VA S     - 1,095,220.    3,531,400.      MT  (+/- 180 meters Scaled)
 GW0267
 GW0267                          SUPERSEDED SURVEY CONTROL
 GW0267
 GW0267  NGVD 29 (??/??/92)  155.837  (m)          511.28   (f) ADJ UNCH    2 0
 GW0267
 GW0267.Superseded values are not recommended for survey control.
 GW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0267.See file dsdata.txt to determine how the superseded data were derived.
 GW0267
 GW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB532198(NAD 83)
 GW0267_MARKER: DS = TRIANGULATION STATION DISK
 GW0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0267_STAMPING: CREWE 1965
 GW0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0267+STABILITY: SURFACE MOTION
 GW0267
 GW0267  HISTORY     - Date     Condition        Report By
 GW0267  HISTORY     - 1965     MONUMENTED       CGS
 GW0267  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 GW0267  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0267  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0267
 GW0267                          STATION DESCRIPTION
 GW0267
 GW0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0267'AT CREWE.
 GW0267'AT THE WEST EDGE OF CREWE, 0.1 MILE NORTH OF THE JUNCTION OF U.S.
 GW0267'HIGHWAY 460 AND STATE HIGHWAY 49, 136.25 FEET NORTHWEST OF RM
 GW0267'1, 212.50 FEET SOUTHEAST OF RM 2, 158.0 FEET NORTH OF A DRIVEWAY
 GW0267'LEADING TO THE BURKEVILLE ELECTRIC COMPANY, 54.0 FEET WEST OF THE
 GW0267'CENTERLINE OF STATE HIGHWAY 49, SET IN THE TOP OF A CONCRETE
 GW0267'POST PROJECTING 2-INCHES.
 GW0267
 GW0267                          STATION RECOVERY (1996)
 GW0267
 GW0267'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0267'MARK NOT FOUND.
 GW0267
 GW0267                          STATION RECOVERY (2000)
 GW0267
 GW0267'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0267'MARK NOT FOUND.
 GW0267
 GW0267                          STATION RECOVERY (2001)
 GW0267
 GW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0267'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2309 ***********************************************************************
 GW2309  DESIGNATION -  CREWE MUNICIPAL TANK
 GW2309  PID         -  GW2309
 GW2309  STATE/COUNTY-  VA/NOTTOWAY
 GW2309  USGS QUAD   -  CREWE EAST (1984)
 GW2309
 GW2309                         *CURRENT SURVEY CONTROL
 GW2309  ___________________________________________________________________
 GW2309* NAD 83(1993)-  37 10 29.71269(N)    078 07 20.59585(W)     ADJUSTED  
 GW2309* NAVD 88     -                                                        
 GW2309  ___________________________________________________________________
 GW2309  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 GW2309  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GW2309
 GW2309  HORZ ORDER  -  THIRD
 GW2309
 GW2309.The horizontal coordinates were established by classical geodetic methods
 GW2309.and adjusted by the National Geodetic Survey in September 1995..
 GW2309
 GW2309
 GW2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2309
 GW2309.The geoid height was determined by GEOID03.
 GW2309
 GW2309;                    North         East     Units Scale Factor Converg.
 GW2309;SPC VA S     - 1,093,461.567 3,533,533.015   MT  0.99995102   +0 13 45.1
 GW2309;SPC VA S     - 3,587,465.16 11,592,932.90   sFT  0.99995102   +0 13 45.1
 GW2309;UTM  17      - 4,118,155.613   755,480.152   MT  1.00040411   +1 44 23.1
 GW2309
 GW2309                          SUPERSEDED SURVEY CONTROL
 GW2309
 GW2309  NAD 83(1986)-  37 10 29.71976(N)    078 07 20.61183(W) AD(       ) 4
 GW2309  NAD 27      -  37 10 29.15748(N)    078 07 21.60280(W) AD(       ) 3
 GW2309
 GW2309.Superseded values are not recommended for survey control.
 GW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2309.See file dsdata.txt to determine how the superseded data were derived.
 GW2309
 GW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5548018156(NAD 83)
 GW2309_MARKER: 53 = ELEVATED TANK
 GW2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2309+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW2309
 GW2309  HISTORY     - Date     Condition        Report By
 GW2309  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2309  HISTORY     - 19960221 GOOD             USPSQD
 GW2309  HISTORY     - 20001207 GOOD             USPSQD
 GW2309  HISTORY     - 20010331 GOOD             NGS
 GW2309
 GW2309                          STATION DESCRIPTION
 GW2309
 GW2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2309'THE STATION IS LOCATED IN THE EAST EDGE OF CREWE.  IT IS
 GW2309'A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, THE OVER-ALL
 GW2309'HEIGHT IS 75 FEET.  THE APEX WAS THE POINT OBSERVED.
 GW2309'
 GW2309'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN CREWE,
 GW2309'GO EAST ON TYLER STREET FOR 0.1 MILE TO THE TANK ON THE
 GW2309'RIGHT.
 GW2309
 GW2309                          STATION RECOVERY (1996)
 GW2309
 GW2309'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2309'RECOVERED IN GOOD CONDITION.
 GW2309
 GW2309                          STATION RECOVERY (2000)
 GW2309
 GW2309'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2309'RECOVERED IN GOOD CONDITION.
 GW2309
 GW2309                          STATION RECOVERY (2001)
 GW2309
 GW2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2318 ***********************************************************************
 GW2318  DESIGNATION -  CREWE RADIO STATION WSVS MAST
 GW2318  PID         -  GW2318
 GW2318  STATE/COUNTY-  VA/NOTTOWAY
 GW2318  USGS QUAD   -  CREWE WEST (1987)
 GW2318
 GW2318                         *CURRENT SURVEY CONTROL
 GW2318  ___________________________________________________________________
 GW2318* NAD 83(1993)-  37 11 45.06982(N)    078 10 00.31883(W)     ADJUSTED  
 GW2318* NAVD 88     -                                                        
 GW2318  ___________________________________________________________________
 GW2318  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 GW2318  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW2318
 GW2318  HORZ ORDER  -  THIRD
 GW2318
 GW2318.The horizontal coordinates were established by classical geodetic methods
 GW2318.and adjusted by the National Geodetic Survey in September 1995..
 GW2318
 GW2318
 GW2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2318
 GW2318.The geoid height was determined by GEOID03.
 GW2318
 GW2318;                    North         East     Units Scale Factor Converg.
 GW2318;SPC VA S     - 1,095,769.720 3,529,584.876   MT  0.99994987   +0 12 08.1
 GW2318;SPC VA S     - 3,595,037.82 11,579,979.71   sFT  0.99994987   +0 12 08.1
 GW2318;UTM  17      - 4,120,359.827   751,470.754   MT  1.00037907   +1 42 49.4
 GW2318
 GW2318                          SUPERSEDED SURVEY CONTROL
 GW2318
 GW2318  NAD 83(1986)-  37 11 45.07677(N)    078 10 00.33472(W) AD(       ) 4
 GW2318  NAD 27      -  37 11 44.51458(N)    078 10 01.33018(W) AD(       ) 3
 GW2318
 GW2318.Superseded values are not recommended for survey control.
 GW2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2318.See file dsdata.txt to determine how the superseded data were derived.
 GW2318
 GW2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5147120360(NAD 83)
 GW2318_MARKER: 42 = RADIO/TV MAST
 GW2318
 GW2318  HISTORY     - Date     Condition        Report By
 GW2318  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2318  HISTORY     - 19960214 GOOD             USPSQD
 GW2318  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW2318  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW2318
 GW2318                          STATION DESCRIPTION
 GW2318
 GW2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2318'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF BURKEVILLE,
 GW2318'ABOUT 3.0 MILES NORTHWEST OF CREWE.  IT IS PAINTED ALTERNATE
 GW2318'RED AND WHITE, THE OVER-ALL HEIGHT IS 406 FEET.  THE RED
 GW2318'LIGHT ON THE TOP WAS THE POINT OBSERVED.
 GW2318'
 GW2318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW2318'AND STATE HIGHWAY 49 AT THE WEST EDGE OF CREWE, GO NORTH
 GW2318'ON STATE HIGHWAY 49 FOR 0.3 MILE, TURN LEFT ON COUNTY ROAD
 GW2318'630 FOR 1.2 MILE TO THE STATION ON THE RIGHT.
 GW2318
 GW2318                          STATION RECOVERY (1996)
 GW2318
 GW2318'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2318'RECOVERED IN GOOD CONDITION.
 GW2318
 GW2318                          STATION RECOVERY (2000)
 GW2318
 GW2318'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2318'MARK NOT FOUND.
 GW2318
 GW2318                          STATION RECOVERY (2001)
 GW2318
 GW2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0264 ***********************************************************************
 GW0264  DESIGNATION -  CREWE RESET
 GW0264  PID         -  GW0264
 GW0264  STATE/COUNTY-  VA/NOTTOWAY
 GW0264  USGS QUAD   -  CREWE WEST (1987)
 GW0264
 GW0264                         *CURRENT SURVEY CONTROL
 GW0264  ___________________________________________________________________
 GW0264* NAD 83(1993)-  37 11 27.14623(N)    078 08 47.16517(W)     ADJUSTED  
 GW0264* NAVD 88     -       155.62   (+/-2cm)     510.6    (feet)  VERTCON   
 GW0264  ___________________________________________________________________
 GW0264  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 GW0264  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW0264
 GW0264  HORZ ORDER  -  THIRD
 GW0264  VERT ORDER  -  THIRD ? (See Below)
 GW0264
 GW0264.The horizontal coordinates were established by classical geodetic methods
 GW0264.and adjusted by the National Geodetic Survey in September 1995..
 GW0264
 GW0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0264.The vertical order pertains to the NGVD 29 superseded value.
 GW0264
 GW0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0264
 GW0264.The geoid height was determined by GEOID03.
 GW0264
 GW0264;                    North         East     Units Scale Factor Converg.
 GW0264;SPC VA S     - 1,095,223.763 3,531,390.951   MT  0.99995013   +0 12 52.5
 GW0264;SPC VA S     - 3,593,246.63 11,585,905.15   sFT  0.99995013   +0 12 52.5
 GW0264;UTM  17      - 4,119,861.478   753,291.392   MT  1.00039039   +1 43 32.9
 GW0264
 GW0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0264!SPC VA S     -   0.99998055  x   0.99995013  =   0.99993069
 GW0264!UTM  17      -   0.99998055  x   1.00039039  =   1.00037094
 GW0264
 GW0264:                Primary Azimuth Mark                     Grid Az
 GW0264:SPC VA S     -  CREWE AZ MK                              092 57 08.4
 GW0264:UTM  17      -  CREWE AZ MK                              091 26 28.0
 GW0264
 GW0264|---------------------------------------------------------------------|
 GW0264| PID    Reference Object                     Distance      Geod. Az  |
 GW0264|                                                           dddmmss.s |
 GW0264| DB6921 CREWE AZ MK                                        0931000.9 |
 GW0264| GW2309 CREWE MUNICIPAL TANK                APPROX. 2.8 KM 1293926.9 |
 GW0264| GW0270 CREWE RM 3                           30.340 METERS 19253     |
 GW0264| GW0268 CREWE RM 1                           41.538 METERS 19907     |
 GW0264| GW2319 CREWE SOUTHSIDE ELEC COOP MAST      131.523 METERS 25434     |
 GW0264| GW0269 CREWE RM 2                           64.752 METERS 29741     |
 GW0264|---------------------------------------------------------------------|
 GW0264
 GW0264                          SUPERSEDED SURVEY CONTROL
 GW0264
 GW0264  NAD 83(1986)-  37 11 27.15325(N)    078 08 47.18117(W) AD(       ) 3
 GW0264  NAD 27      -  37 11 26.59021(N)    078 08 48.17130(W) AD(       ) 3
 GW0264  NGVD 29 (07/19/86)  155.84   (m)          511.3    (f) LEVELING    3  
 GW0264
 GW0264.Superseded values are not recommended for survey control.
 GW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0264.See file dsdata.txt to determine how the superseded data were derived.
 GW0264
 GW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5329119861(NAD 83)
 GW0264_MARKER: DS = TRIANGULATION STATION DISK
 GW0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0264_STAMPING: CREWE 1965 1971
 GW0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0264+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW0264
 GW0264  HISTORY     - Date     Condition        Report By
 GW0264  HISTORY     - 1965     MONUMENTED       CGS
 GW0264  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GW0264  HISTORY     - 1971     GOOD             NGS
 GW0264  HISTORY     - 19960221 GOOD             USPSQD
 GW0264  HISTORY     - 20001207 GOOD             USPSQD
 GW0264  HISTORY     - 20010331 GOOD             NGS
 GW0264  HISTORY     - 20060112 GOOD             USPSQD
 GW0264
 GW0264                          STATION DESCRIPTION
 GW0264
 GW0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0264'THE STATION IS LOCATED AT THE WEST EDGE OF CREWE, ON THE
 GW0264'WEST SIDE OF STATE HIGHWAY 49 AND ABOUT 100 YARDS NORTHEAST
 GW0264'OF THE SOUTHSIDE ELECTRIC CO-OPERATIVE OFFICE AND RADIO
 GW0264'MAST.
 GW0264'
 GW0264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW0264'AND STATE HIGHWAY 49 AT THE WEST EDGE OF CREWE, GO NORTHERLY
 GW0264'ON STATE HIGHWAY 49 FOR 0.05 MILE TO THE STATION ON THE
 GW0264'LEFT.
 GW0264'
 GW0264'THE STATION MARK IS 168 FEET NORTH OF DRIVE-WAY LEADING
 GW0264'TO THE ELECTRIC COMPANY, 54 FEET WEST OF THE CENTER LINE
 GW0264'OF STATE HIGHWAY 49 AND 30 FEET WEST OF ROAD EMBANKMENT.
 GW0264'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH
 GW0264'AND STAMPED CREWE 1965.
 GW0264'
 GW0264'REFERENCE MARK NO. 1 IS 54 FEET WEST OF THE CENTER LINE OF
 GW0264'STATE HIGHWAY 49, 31 FEET NORTH OF DRIVE-WAY LEADING TO
 GW0264'THE ELECTRIC COMPANY, 3.3 FEET NORTHWEST OF A METAL WITNESS
 GW0264'POST AND 3 FEET NORTH OF A POWER POLE.  IT IS A STANDARD
 GW0264'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES
 GW0264'AND STAMPED CREWE NO 1 1965.
 GW0264'
 GW0264'REFERENCE MARK NO. 2 IS 1.8 FEET SOUTH OF A METAL WITNESS
 GW0264'POST AND 1 FOOT EAST OF A WIRE FENCE.  IT IS A STANDARD
 GW0264'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES
 GW0264'AND STAMPED CREWE NO 2 1965.
 GW0264'
 GW0264'THE AZIMUTH MARK IS 17 FEET SOUTHWEST OF THE APPROXIMATE
 GW0264'CENTER OF COUNTY ROUTE 630, 3.1 FEET SOUTH OF A METAL WITNESS
 GW0264'POST AND 2 FEET SOUTHWEST OF POWER POLE NUMBER C A 11.  IT
 GW0264'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GW0264'2-INCHES AND STAMPED CREWE 1965.
 GW0264'
 GW0264'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 GW0264'ON STATE HIGHWAY 49 FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT,
 GW0264'ON COUNTY ROUTE 630 AND GO SOUTHEAST FOR 0.25 MILE TO THE
 GW0264'MARK ON THE RIGHT.
 GW0264'
 GW0264'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 GW0264
 GW0264                          STATION RECOVERY (1971)
 GW0264
 GW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW0264'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 GW0264'GOOD CONDITION.  THE PROPERTY OWNER REQUESTED THAT STATION AND
 GW0264'REFERENCE MARK NO. 1 BE RELOCATED OR LOWERED AS THE FIELD WAS TO BE
 GW0264'GRADED OFF.  STATION MARK WAS LOWERED IN POSITION AND REFERENCE
 GW0264'MARK NO. 1 WAS DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 GW0264'DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS
 GW0264'AND IN THE DIRECTION TO THE CREWE, SOUTHSIDE ELECTRIC CO-OP, MAST.
 GW0264'THE DIRECTION TO THE REFERENCE MARKS WAS CHECKED AND FOUND TO BE
 GW0264'CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 GW0264'FOLLOWING CHANGES AND ADDITIONS.
 GW0264'
 GW0264'A STEEL WITNESS POST WAS SET 0.8 FOOT NORTH OF STATION MARK.  MARK IS
 GW0264'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CREWE 1965 1971.
 GW0264'
 GW0264'REFERENCE MARK NO. 3 IS 71 FEET NORTH OF THE APPROXIMATE CENTERLINE
 GW0264'OF PAVED DRIVEWAY, 43 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 GW0264'STATE HIGHWAY 49 AND WILL BE JUST NORTH OF A FENCE TO BE
 GW0264'CONSTRUCTED.  MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GW0264'CREWE NO 3 1965 1971.
 GW0264'
 GW0264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CREWE.
 GW0264
 GW0264                          STATION RECOVERY (1971)
 GW0264
 GW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GW0264'AT CREWE.
 GW0264'AT THE WEST EDGE OF CREWE, 0.1 MILE NORTH OF THE JUNCTION OF U.S.
 GW0264'HIGHWAY 460 AND STATE HIGHWAY 49 AND ON PROPERTY OF THE SOUTHSIDE
 GW0264'ELECTRIC CO-OP.  MARK IS 168 FEET NORTH OF DRIVEWAY LEADING TO
 GW0264'ELECTRIC CO-OP OFFICE, 54 FEET WEST OF THE CENTERLINE OF STATE
 GW0264'HIGHWAY 49 AND 0.8 FOOT SOUTH OF STEEL WITNESS POST.  MARK IS FLUS
 GW0264'WITH THE GROUND.
 GW0264
 GW0264                          STATION RECOVERY (1996)
 GW0264
 GW0264'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0264'RECOVERED IN GOOD CONDITION.
 GW0264
 GW0264                          STATION RECOVERY (2000)
 GW0264
 GW0264'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0264'RECOVERED IN GOOD CONDITION.
 GW0264
 GW0264                          STATION RECOVERY (2001)
 GW0264
 GW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0264
 GW0264                          STATION RECOVERY (2006)
 GW0264
 GW0264'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0264'MARK IS NOW ENCASED IN A 8 INCH PIPE WITH A METAL METAL COVER WITH A
 GW0264'WATER LABEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0269 ***********************************************************************
 GW0269  DESIGNATION -  CREWE RM 2
 GW0269  PID         -  GW0269
 GW0269  STATE/COUNTY-  VA/NOTTOWAY
 GW0269  USGS QUAD   -  CREWE WEST (1987)
 GW0269
 GW0269                         *CURRENT SURVEY CONTROL
 GW0269  ___________________________________________________________________
 GW0269* NAD 83(1986)-  37 11 27.     (N)    078 08 47.     (W)     SCALED    
 GW0269* NAVD 88     -       154.859  (meters)     508.07   (feet)  ADJUSTED  
 GW0269  ___________________________________________________________________
 GW0269  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW0269  DYNAMIC HT  -         154.747 (meters)     507.70  (feet)  COMP
 GW0269  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 GW0269
 GW0269  VERT ORDER  -  SECOND    CLASS 0
 GW0269
 GW0269.The horizontal coordinates were scaled from a topographic map and have
 GW0269.an estimated accuracy of +/- 6 seconds.
 GW0269
 GW0269.The orthometric height was determined by differential leveling
 GW0269.and adjusted by the National Geodetic Survey in June 1991..
 GW0269
 GW0269.The geoid height was determined by GEOID03.
 GW0269
 GW0269.The dynamic height is computed by dividing the NAVD 88
 GW0269.geopotential number by the normal gravity value computed on the
 GW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0269.degrees latitude (g = 980.6199 gals.).
 GW0269
 GW0269.The modeled gravity was interpolated from observed gravity values.
 GW0269
 GW0269;                    North         East    Units  Estimated Accuracy
 GW0269;SPC VA S     - 1,095,220.    3,531,400.      MT  (+/- 180 meters Scaled)
 GW0269
 GW0269                          SUPERSEDED SURVEY CONTROL
 GW0269
 GW0269  NGVD 29 (??/??/92)  155.092  (m)          508.83   (f) ADJ UNCH    2 0
 GW0269
 GW0269.Superseded values are not recommended for survey control.
 GW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0269.See file dsdata.txt to determine how the superseded data were derived.
 GW0269
 GW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB532198(NAD 83)
 GW0269_MARKER: DR = REFERENCE MARK DISK
 GW0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0269_STAMPING: CREWE NO 2 1965
 GW0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0269+STABILITY: SURFACE MOTION
 GW0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0269+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW0269
 GW0269  HISTORY     - Date     Condition        Report By
 GW0269  HISTORY     - 1965     MONUMENTED       CGS
 GW0269  HISTORY     - 1971     GOOD             NGS
 GW0269  HISTORY     - 19960221 GOOD             USPSQD
 GW0269  HISTORY     - 20001207 GOOD             USPSQD
 GW0269  HISTORY     - 20010331 GOOD             NGS
 GW0269  HISTORY     - 20060112 GOOD             USPSQD
 GW0269
 GW0269                          STATION DESCRIPTION
 GW0269
 GW0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0269'AT CREWE.
 GW0269'AT THE CREWE STATION SITE-- 0.1 MILE NORTH OF THE JUNCTION OF U.S.
 GW0269'HIGHWAY 460 AND STATE HIGHWAY 49, 212.50 FEET NORTHWEST OF THE
 GW0269'STATION, 1.8 FEET SOUTH OF A METAL WITNESS SIGN, 1.0 FOOT EAST
 GW0269'OF A WIRE FENCE THAT IS AROUND THE ELECTRIC COMPANYS SUPPLY
 GW0269'YARD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND
 GW0269'IS ABOUT 3.0 FEET BELOW THE LEVEL OF THE STATION.
 GW0269
 GW0269                          STATION RECOVERY (1971)
 GW0269
 GW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GW0269'RECOVERED IN GOOD CONDITION.
 GW0269
 GW0269                          STATION RECOVERY (1996)
 GW0269
 GW0269'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0269'RECOVERED IN GOOD CONDITION.
 GW0269
 GW0269                          STATION RECOVERY (2000)
 GW0269
 GW0269'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0269'RECOVERED IN GOOD CONDITION.
 GW0269
 GW0269                          STATION RECOVERY (2001)
 GW0269
 GW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0269
 GW0269                          STATION RECOVERY (2006)
 GW0269
 GW0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2319 ***********************************************************************
 GW2319  DESIGNATION -  CREWE SOUTHSIDE ELEC COOP MAST
 GW2319  PID         -  GW2319
 GW2319  STATE/COUNTY-  VA/NOTTOWAY
 GW2319  USGS QUAD   -  CREWE WEST (1987)
 GW2319
 GW2319                         *CURRENT SURVEY CONTROL
 GW2319  ___________________________________________________________________
 GW2319* NAD 83(1993)-  37 11 26.01050(N)    078 08 52.30543(W)     ADJUSTED  
 GW2319* NAVD 88     -                                                        
 GW2319  ___________________________________________________________________
 GW2319  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 GW2319  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW2319
 GW2319  HORZ ORDER  -  THIRD
 GW2319
 GW2319.The horizontal coordinates were established by classical geodetic methods
 GW2319.and adjusted by the National Geodetic Survey in September 1995..
 GW2319
 GW2319
 GW2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2319
 GW2319.The geoid height was determined by GEOID03.
 GW2319
 GW2319;                    North         East     Units Scale Factor Converg.
 GW2319;SPC VA S     - 1,095,188.278 3,531,264.312   MT  0.99995014   +0 12 49.4
 GW2319;SPC VA S     - 3,593,130.21 11,585,489.66   sFT  0.99995014   +0 12 49.4
 GW2319;UTM  17      - 4,119,822.650   753,165.677   MT  1.00038961   +1 43 29.8
 GW2319
 GW2319                          SUPERSEDED SURVEY CONTROL
 GW2319
 GW2319  NAD 83(1986)-  37 11 26.01749(N)    078 08 52.32136(W) AD(       ) 4
 GW2319  NAD 27      -  37 11 25.45372(N)    078 08 53.31320(W) AD(       ) 3
 GW2319
 GW2319.Superseded values are not recommended for survey control.
 GW2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2319.See file dsdata.txt to determine how the superseded data were derived.
 GW2319
 GW2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5316619823(NAD 83)
 GW2319
 GW2319  HISTORY     - Date     Condition        Report By
 GW2319  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2319  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 GW2319  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW2319  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW2319
 GW2319                          STATION DESCRIPTION
 GW2319
 GW2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2319'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 460
 GW2319'AND STATE HIGHWAY 49 AT THE WEST EDGE OF CREWE.  IT IS PAINTED
 GW2319'ALTERNATE RED AND WHITE, THE OVER-ALL HEIGHT IS 160 FEET.
 GW2319'
 GW2319'THE RED LIGHT ON THE TOP WAS THE POINT OBSERVED.
 GW2319
 GW2319                          STATION RECOVERY (1996)
 GW2319
 GW2319'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2319'MARK NOT FOUND.
 GW2319
 GW2319                          STATION RECOVERY (2000)
 GW2319
 GW2319'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2319'MARK NOT FOUND.
 GW2319
 GW2319                          STATION RECOVERY (2001)
 GW2319
 GW2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3048 ***********************************************************************
 FY3048  DESIGNATION -  CREWS RESET
 FY3048  PID         -  FY3048
 FY3048  STATE/COUNTY-  VA/HALIFAX
 FY3048  USGS QUAD   -  VERNON HILL (1990)
 FY3048
 FY3048                         *CURRENT SURVEY CONTROL
 FY3048  ___________________________________________________________________
 FY3048* NAD 83(1993)-  36 51 08.47941(N)    079 00 05.68453(W)     ADJUSTED  
 FY3048* NAVD 88     -       184.84   (+/-2cm)     606.4    (feet)  VERTCON   
 FY3048  ___________________________________________________________________
 FY3048  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FY3048  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FY3048
 FY3048  HORZ ORDER  -  FIRST
 FY3048  VERT ORDER  -  THIRD ? (See Below)
 FY3048
 FY3048.The horizontal coordinates were established by classical geodetic methods
 FY3048.and adjusted by the National Geodetic Survey in September 1995..
 FY3048
 FY3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3048.The vertical order pertains to the NGVD 29 superseded value.
 FY3048
 FY3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3048
 FY3048.The geoid height was determined by GEOID03.
 FY3048
 FY3048;                    North         East     Units Scale Factor Converg.
 FY3048;SPC VA S     - 1,057,717.000 3,455,268.293   MT  0.99998555   -0 18 15.9
 FY3048;SPC VA S     - 3,470,193.19 11,336,159.39   sFT  0.99998555   -0 18 15.9
 FY3048;UTM  17      - 4,080,357.819   678,165.077   MT  0.99999107   +1 11 56.0
 FY3048
 FY3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3048!SPC VA S     -   0.99997593  x   0.99998555  =   0.99996148
 FY3048!UTM  17      -   0.99997593  x   0.99999107  =   0.99996700
 FY3048
 FY3048|---------------------------------------------------------------------|
 FY3048| PID    Reference Object                     Distance      Geod. Az  |
 FY3048|                                                           dddmmss.s |
 FY3048| DC5075 CREWS RM 1                           46.781 METERS 02026     |
 FY3048| DC5077 CREWS RM 3                           28.197 METERS 28255     |
 FY3048| DC5076 CREWS RM 2                           37.656 METERS 29937     |
 FY3048| DC5074 CREWS AZ MK                                        3213645.6 |
 FY3048|---------------------------------------------------------------------|
 FY3048
 FY3048                          SUPERSEDED SURVEY CONTROL
 FY3048
 FY3048  NAD 83(1986)-  36 51 08.48199(N)    079 00 05.69069(W) AD(       ) 1
 FY3048  NAD 27      -  36 51 07.98710(N)    079 00 06.64705(W) AD(       ) 1
 FY3048  NGVD 29 (07/19/86)  185.12   (m)          607.3    (f) LEVELING    3  
 FY3048
 FY3048.Superseded values are not recommended for survey control.
 FY3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3048.See file dsdata.txt to determine how the superseded data were derived.
 FY3048
 FY3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7816580358(NAD 83)
 FY3048_MARKER: DS = TRIANGULATION STATION DISK
 FY3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3048
 FY3048  HISTORY     - Date     Condition        Report By
 FY3048  HISTORY     - 1941     MONUMENTED       CGS
 FY3048  HISTORY     - 1964     SEE DESCRIPTION  CGS
 FY3048  HISTORY     - 1965     GOOD             CGS
 FY3048
 FY3048                          STATION DESCRIPTION
 FY3048
 FY3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3048'STATION IS ON THE HIGHEST POINT OF THE RIDGE LYING BETWEEN
 FY3048'THE W FORK OF TERRIBLE CREEK AND BANNISTER RIVER, 7 MILES
 FY3048'NW OF HALIFAX, AND 2.75 MILES NE OF MEADVILLE, ON THE PROPERTY
 FY3048'OF MR. H. TILLMAN CREWS.  IT IS 90 FEET S OF U.S. ROUTE 501 AND
 FY3048'28 FEET N OF THE NW CORNER OF THE GARAGE.  THE DISK IS STAMPED
 FY3048'CREWS 1941 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 FY3048'GROUND.
 FY3048'
 FY3048'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STAND-BRONZE
 FY3048'DISKS SET IN CONCRETE.
 FY3048'
 FY3048'REFERENCE MARK NO. 1 IS N OF THE STATION, 40 FEET N OF THE
 FY3048'CENTER LINE OF ROUTE 501, 55 FEET W OF THE SW CORNER OF
 FY3048'L.B. HUDSONS STORE, AND 25 FEET NE OF A GRADED DIRT ROAD.
 FY3048'THE DISK IS STAMPED CREWS NO. 1 1941 AND PROJECTS ABOUT
 FY3048'6 INCHES.
 FY3048'
 FY3048'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN THE NE CORNER
 FY3048'OF THE WOODS, AND 28 FEET S OF THE CENTER LINE OF A MACADAM
 FY3048'ROAD.  THE DISK IS STAMPED CREWS NO. 2 1941 AND PROJECTS
 FY3048'ABOUT 6 INCHES.
 FY3048'
 FY3048'THE AZIMUTH MARK IS 0.35 MILE NW OF THE STATION, 37 FEET S OF
 FY3048'U.S. ROUTE 501, AND 74 FEET N OF THE NW CORNER OF THE ROSA
 FY3048'SCHOOLHOUSE.  THE DISK IS STAMPED CREWS 1941 AND PROJECTS
 FY3048'6 INCHES ABOVE THE SURFACE OF THE GROUND.  TO REACH THE
 FY3048'AZIMUTH MARK FROM THE STATION, GO NW ON ROUTE 501 FOR 0.35
 FY3048'MILE TO THE ROSA SCHOOL AND THE AZIMUTH ON THE LEFT.
 FY3048'
 FY3048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTES
 FY3048'360 AND 501 IN THE NORTHERN PART OF HALIFAX, GO NORTHERLY
 FY3048'ON ROUTE 501 FOR 7.9 MILES TO THE L.B. HUDSON STORE ON THE
 FY3048'RIGHT AND THE STATION ON THE LEFT.
 FY3048'
 FY3048'THE VENTILATOR OBSERVED UPON IS IN THE CENTER OF THE ROOF
 FY3048'OF THE ROSA SCHOOL.  A 90-FOOT TOWER WILL SEE ALL STATIONS
 FY3048'BUT CODY.  IT WILL REQUIRE A 103-FOOT TOWER.
 FY3048'
 FY3048'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 FY3048
 FY3048                          STATION RECOVERY (1964)
 FY3048
 FY3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 FY3048'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 FY3048'STATION SURFACE MARK AND REFERENCE MARK NUMBER 2 WERE FOUND
 FY3048'TO BE IN GOOD CONDITION.  THE STATION SURFACE MARK HAD BEEN
 FY3048'MOVED OUT OF POSITION AND REFERENCE MARK NUMBER 2 HAD BEEN
 FY3048'DESTROYED.  A NEW STATION MARK WAS SET OVER THE UNDERGROUND
 FY3048'MARK AND A NEW REFERENCE MARK WAS ESTABLISHED.  THE ORIGINAL
 FY3048'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 FY3048'
 FY3048'THE AREA OF STATION HAS BEEN USED BY THE HIGHWAY DEPARTMENT
 FY3048'FOR A STONE STOCKPILE.  STATION MARK IS A STANDARD DISK SET
 FY3048'FLUSH IN A CONCRETE MONUMENT ABOUT 1 FOOT IN DIAMETER, 3
 FY3048'INCHES BELOW THE SURFACE AND THE DISK IS STAMPED CREWS 1941
 FY3048'1964.  A STEEL WITNESS POST WAS SET 1.0 FOOT NORTHWEST OF MARK.
 FY3048'
 FY3048'REFERENCE MARK NO. 3 IS 94 FEET NORTHWEST OF THE NORTHWEST
 FY3048'CORNER OF OLD GARAGE, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 FY3048'SECONDARY STATE HIGHWAY 642 AND AT THE NORTH EDGE OF WOODS.
 FY3048'THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT
 FY3048'ABOUT 1 FOOT IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK
 FY3048'IS STAMPED CREWS NO 3 1941 1964.
 FY3048
 FY3048                          STATION RECOVERY (1965)
 FY3048
 FY3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3048'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 3 AND THE
 FY3048'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE 1964
 FY3048'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5140 ***********************************************************************
 GV5140  DESIGNATION -  CRIB
 GV5140  PID         -  GV5140
 GV5140  STATE/COUNTY-  VA/NEW KENT
 GV5140  USGS QUAD   -  TUNSTALL (1984)
 GV5140
 GV5140                         *CURRENT SURVEY CONTROL
 GV5140  ___________________________________________________________________
 GV5140* NAD 83(1993)-  37 34 03.28319(N)    077 01 15.02512(W)     ADJUSTED  
 GV5140* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV5140  ___________________________________________________________________
 GV5140  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 GV5140  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GV5140
 GV5140  HORZ ORDER  -  THIRD
 GV5140
 GV5140.The horizontal coordinates were established by classical geodetic methods
 GV5140.and adjusted by the National Geodetic Survey in November 1994..
 GV5140
 GV5140.The orthometric height was scaled from a topographic map.
 GV5140
 GV5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5140
 GV5140.The geoid height was determined by GEOID03.
 GV5140
 GV5140;                    North         East     Units Scale Factor Converg.
 GV5140;SPC VA S     - 1,137,994.944 3,630,665.699   MT  0.99995148   +0 53 51.9
 GV5140;SPC VA S     - 3,733,571.75 11,911,609.05   sFT  0.99995148   +0 53 51.9
 GV5140;UTM  18      - 4,159,758.128   321,529.292   MT  0.99999235   -1 13 56.7
 GV5140
 GV5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5140!SPC VA S     -   1.00000413  x   0.99995148  =   0.99995561
 GV5140!UTM  18      -   1.00000413  x   0.99999235  =   0.99999648
 GV5140
 GV5140|---------------------------------------------------------------------|
 GV5140| PID    Reference Object                     Distance      Geod. Az  |
 GV5140|                                                           dddmmss.s |
 GV5140| GV5153 GOOSE                               266.333 METERS 05441     |
 GV5140| DB6922 CRIB RM 1                                          16808     |
 GV5140| DB6923 CRIB RM 2                                          27621     |
 GV5140| DB6924 CRIB RM 3                                          27732     |
 GV5140| GV5166 HOUSE AT STATION PLUM GABLE         APPROX. 0.7 KM 3150417.9 |
 GV5140| GV5189 PLUM                                APPROX. 0.7 KM 3151142.6 |
 GV5140|---------------------------------------------------------------------|
 GV5140
 GV5140                          SUPERSEDED SURVEY CONTROL
 GV5140
 GV5140  NAD 83(1986)-  37 34 03.28450(N)    077 01 15.04146(W) AD(       ) 3
 GV5140  NAD 27      -  37 34 02.75700(N)    077 01 16.10300(W) AD(       ) 3
 GV5140
 GV5140.Superseded values are not recommended for survey control.
 GV5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5140.See file dsdata.txt to determine how the superseded data were derived.
 GV5140
 GV5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2152959758(NAD 83)
 GV5140_MARKER: Z = SEE DESCRIPTION
 GV5140_SETTING: 0 = UNSPECIFIED SETTING
 GV5140
 GV5140  HISTORY     - Date     Condition        Report By
 GV5140  HISTORY     - 1912     MONUMENTED       CGS
 GV5140  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5140  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5140  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5140
 GV5140                          STATION DESCRIPTION
 GV5140
 GV5140'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5140'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING
 GV5140'ON HARD SANDY BEACH, OUT 17 FEET FROM SHARP FOOT OF STEEP BANK,
 GV5140'25 FEET HIGH AND 3 METERS BACK FROM LOW WATER, IN FRONT OF THE
 GV5140'WHITE HOUSE FARM NOW OWNED BY MRS. WM. HENRY FITZHUGH LEE, 110
 GV5140'METERS ABOVE OLD CRIBWORK OF TIMBER FORMING A LANDING AT OLD
 GV5140'ROAD LEADING FROM OLD WARRENS, FARMHOUSE TO THE RIVER, AND
 GV5140'OPPOSITE A POINT ABOUT 300 METERS ABOVE FOOT OF ISLAND.
 GV5140'
 GV5140'STATION IS MARKED BY AN ASH STAKE 2-1/2 INCHES IN DIAMETER
 GV5140'DRIVEN TO 2 INCHES ABOVE THE GROUND.
 GV5140'
 GV5140'REFERENCE MARK NO. 1 IS SPIKE IN TRIANGLE CUT ON 12-INCH BLACK
 GV5140'WALNUT TREE, ON SLOPE OF BANK, DISTANT 10.661 METERS ON LINE
 GV5140'212 DEG 56 MIN 08 SEC TO RIGHT OF LINE TO STATION PLUM.
 GV5140'
 GV5140'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5140'SET TO AN INCH ABOVE SURFACE, BEARING BRASS PLATE REINFORCED IN
 GV5140'ITS TOP, ON A LEVEL POINT AT TOP OF BANK, ABOUT 11 FEET BACK FROM
 GV5140'TOP OF BANK, DISTANT 26.150 METERS (INCLINE OF 16 DEG 02 MIN 0) ON
 GV5140'LINE 321 DEG 09 MIN 20 SEC TO RIGHT OF LINE TO STATION PLUM.
 GV5140'
 GV5140'REFERENCE MARK NO. 3, SPIKE IN TRIANGLE ON 2-FOOT RED OAK
 GV5140'STANDING IN BANK DISTANT 10.159 METERS ON LINE 322 DEG 20 MIN
 GV5140'33 SEC TO RIGHT OF STATION PLUM.
 GV5140
 GV5140                          STATION RECOVERY (2000)
 GV5140
 GV5140'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5140'MARK NOT FOUND.
 GV5140
 GV5140                          STATION RECOVERY (2001)
 GV5140
 GV5140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5140
 GV5140                          STATION RECOVERY (2005)
 GV5140
 GV5140'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9078 ***********************************************************************
 HV9078  DESIGNATION -  CRIS
 HV9078  PID         -  HV9078
 HV9078  STATE/COUNTY-  VA/STAFFORD
 HV9078  USGS QUAD   -  STAFFORD (1994)
 HV9078
 HV9078                         *CURRENT SURVEY CONTROL
 HV9078  ___________________________________________________________________
 HV9078* NAD 83(1993)-  38 22 42.01172(N)    077 23 26.23898(W)     ADJUSTED  
 HV9078* NAVD 88     -        45.0    (meters)     148.     (feet)  GPS OBS   
 HV9078  ___________________________________________________________________
 HV9078  X           -   1,092,928.398 (meters)                     COMP
 HV9078  Y           -  -4,885,724.107 (meters)                     COMP
 HV9078  Z           -   3,938,458.902 (meters)                     COMP
 HV9078  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HV9078  ELLIP HEIGHT-          12.44  (meters)          (05/17/02) GPS OBS
 HV9078  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV9078
 HV9078  HORZ ORDER  -  FIRST
 HV9078  ELLP ORDER  -  FOURTH    CLASS II
 HV9078
 HV9078.The horizontal coordinates were established by GPS observations
 HV9078.and adjusted by the National Geodetic Survey in October 2001..
 HV9078
 HV9078.The orthometric height was determined by GPS observations and a
 HV9078.high-resolution geoid model.
 HV9078
 HV9078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9078
 HV9078.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9078
 HV9078.The ellipsoidal height was determined by GPS observations
 HV9078.and is referenced to NAD 83.
 HV9078
 HV9078.The geoid height was determined by GEOID03.
 HV9078
 HV9078;                    North         East     Units Scale Factor Converg.
 HV9078;SPC VA N     - 2,079,579.490 3,596,930.160   MT  0.99995705   +0 41 32.6
 HV9078;SPC VA N     - 6,822,753.71 11,800,928.37   sFT  0.99995705   +0 41 32.6
 HV9078;UTM  18      - 4,250,499.199   291,178.655   MT  1.00013705   -1 29 05.1
 HV9078
 HV9078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9078!SPC VA N     -   0.99999805  x   0.99995705  =   0.99995510
 HV9078!UTM  18      -   0.99999805  x   1.00013705  =   1.00013510
 HV9078
 HV9078                          SUPERSEDED SURVEY CONTROL
 HV9078
 HV9078  ELLIP H (10/09/01)   12.47   (m)                       GP(       ) 4 1
 HV9078  NAD 83(1993)-  38 22 42.00938(N)    077 23 26.23164(W) AD(       ) 2
 HV9078  ELLIP H (11/14/94)   12.68   (m)                       GP(       ) 4 2
 HV9078  NAD 83(1993)-  38 22 42.01079(N)    077 23 26.24464(W) AD(       ) 2
 HV9078
 HV9078.Superseded values are not recommended for survey control.
 HV9078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9078.See file dsdata.txt to determine how the superseded data were derived.
 HV9078
 HV9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9117950499(NAD 83)
 HV9078_MARKER: DD = SURVEY DISK
 HV9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9078_SP_SET: CONCRETE POST
 HV9078_STAMPING: CRIS GPS 1992
 HV9078_MARK LOGO: NOS   
 HV9078_PROJECTION: RECESSED 10 CENTIMETERS
 HV9078_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV9078+STABILITY: POSITION/ELEVATION WELL
 HV9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9078+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 HV9078
 HV9078  HISTORY     - Date     Condition        Report By
 HV9078  HISTORY     - 1992     MONUMENTED       NOS
 HV9078  HISTORY     - 20000929 GOOD             GEOMET
 HV9078  HISTORY     - 20060118 GOOD             BOWMAN
 HV9078
 HV9078                          STATION DESCRIPTION
 HV9078
 HV9078'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 HV9078'STATION IS LOCATED NEAR THE SE SIDE OF VA HIGHWAY 608 ABOUT 1 MI (1.61
 HV9078'KM) SW OF BROOKE AND ABOUT 0.2 MI (0.32 KM) NE OF INTERSECTION WITH VA
 HV9078'HIGHWAY 628. IT IS ON THE PROPERTY OF JAMES CRISMOND.
 HV9078'TO REACH FROM
 HV9078'THE BROOKE POST OFFICE, GO SW ON VA HIGHWAY 608 FOR 0.7 MI (1.13 KM)
 HV9078'TO PRIVATE GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO SE ON GRAVEL
 HV9078'ROAD 0.05 MI (0.08 KM) TO STATION ON THE RIGHT.
 HV9078'STATION IS MARKED BY
 HV9078'A STANDARD NOS ALUMINUM DISK STAMPED ---CRIS GPS 1992--- SET ON AN
 HV9078'ALUMINUM ROD THAT IS SURROUNDED BY A ROUND CONCRETE MONUMENT.  IT IS
 HV9078'12.2 M (40.03 FT) SOUTH OF A SIGN --PRIVATE ROAD NO TRESPASSING
 HV9078'VIOLATORS WILL BE ARRESTED--, 7.8 M (25.59 FT) SW OF A PRIVATE OF
 HV9078'GRAVEL ROAD.
 HV9078
 HV9078                          STATION RECOVERY (2000)
 HV9078
 HV9078'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HV9078'RECOVERED AS DESCRIBED.  BEWARE OF BAD DOGS.
 HV9078' 
 HV9078'
 HV9078
 HV9078                          STATION RECOVERY (2006)
 HV9078
 HV9078'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 HV9078'RECOVERED AS DESCRIBED, DOGS ARE STILL THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0095 ***********************************************************************
 FW0095  DESIGNATION -  CROATAN
 FW0095  PID         -  FW0095
 FW0095  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0095  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0095
 FW0095                         *CURRENT SURVEY CONTROL
 FW0095  ___________________________________________________________________
 FW0095* NAD 83(1993)-  36 47 05.01182(N)    075 58 05.58281(W)     ADJUSTED  
 FW0095* NAVD 88     -         2.220  (meters)       7.28   (feet)  ADJUSTED  
 FW0095  ___________________________________________________________________
 FW0095  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 FW0095  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FW0095  DYNAMIC HT  -           2.218 (meters)       7.28  (feet)  COMP
 FW0095  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 FW0095
 FW0095  HORZ ORDER  -  FIRST
 FW0095  VERT ORDER  -  FIRST     CLASS I
 FW0095
 FW0095.The horizontal coordinates were established by classical geodetic methods
 FW0095.and adjusted by the National Geodetic Survey in September 1995..
 FW0095
 FW0095.The orthometric height was determined by differential leveling
 FW0095.and adjusted by the National Geodetic Survey in June 1991..
 FW0095
 FW0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0095
 FW0095.The geoid height was determined by GEOID03.
 FW0095
 FW0095.The dynamic height is computed by dividing the NAVD 88
 FW0095.geopotential number by the normal gravity value computed on the
 FW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0095.degrees latitude (g = 980.6199 gals.).
 FW0095
 FW0095.The modeled gravity was interpolated from observed gravity values.
 FW0095
 FW0095;                    North         East     Units Scale Factor Converg.
 FW0095;SPC VA S     - 1,053,123.278 3,725,964.105   MT  0.99999677   +1 32 11.8
 FW0095;SPC VA S     - 3,455,121.95 12,224,267.23   sFT  0.99999677   +1 32 11.8
 FW0095;UTM  18      - 4,071,428.829   413,608.389   MT  0.99969195   -0 34 47.3
 FW0095
 FW0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0095!SPC VA S     -   1.00000559  x   0.99999677  =   1.00000236
 FW0095!UTM  18      -   1.00000559  x   0.99969195  =   0.99969754
 FW0095
 FW0095|---------------------------------------------------------------------|
 FW0095| PID    Reference Object                     Distance      Geod. Az  |
 FW0095|                                                           dddmmss.s |
 FW0095| FW0094 CROATAN RM 1                         29.175 METERS 01347     |
 FW0095| DC8771 CROATAN RM 2 AZIMUTH                               10954     |
 FW0095| FW1652 DAM NECK MILLS WATER TANK           APPROX. 0.9 KM 1133630.8 |
 FW0095| FW1651 DAM NECK MILLS NAVY TANK            APPROX. 1.6 KM 1664325.3 |
 FW0095| FW0092 CROATAN AZ MK                                      2754218.4 |
 FW0095| FW0093 CROATAN RM 3                         35.375 METERS 28149     |
 FW0095| FW1671 VIRGINIA BEACH MUNICIPAL TANK       APPROX. 6.7 KM 3432752.8 |
 FW0095| FW1669 VIRGINIA BEACH MAYFLOWER E LT       APPROX. 8.7 KM 3532359.3 |
 FW0095|---------------------------------------------------------------------|
 FW0095
 FW0095                          SUPERSEDED SURVEY CONTROL
 FW0095
 FW0095  NAD 83(1986)-  36 47 05.02135(N)    075 58 05.62032(W) AD(       ) 1
 FW0095  NAD 27      -  36 47 04.48300(N)    075 58 06.87600(W) AD(       ) 1
 FW0095  NGVD 29 (??/??/??)    2.466  (m)            8.09   (f) ADJUSTED    1 1
 FW0095
 FW0095.Superseded values are not recommended for survey control.
 FW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0095.See file dsdata.txt to determine how the superseded data were derived.
 FW0095
 FW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1360871429(NAD 83)
 FW0095_MARKER: DS = TRIANGULATION STATION DISK
 FW0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0095_STAMPING: CROATAN 1934
 FW0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0095+STABILITY: SURFACE MOTION
 FW0095
 FW0095  HISTORY     - Date     Condition        Report By
 FW0095  HISTORY     - 1934     MONUMENTED       CGS
 FW0095  HISTORY     - 1939     GOOD             CGS
 FW0095  HISTORY     - 1943     GOOD             CGS
 FW0095  HISTORY     - 1949     GOOD             CGS
 FW0095  HISTORY     - 1952     GOOD             CGS
 FW0095  HISTORY     - 1952     GOOD             CGS
 FW0095  HISTORY     - 1953     GOOD             CGS
 FW0095  HISTORY     - 1954     GOOD             USN
 FW0095  HISTORY     - 1955     GOOD             AMS
 FW0095  HISTORY     - 1959     GOOD             CGS
 FW0095  HISTORY     - 1962     GOOD             CGS
 FW0095  HISTORY     - 1963     GOOD             CGS
 FW0095  HISTORY     - 1975     GOOD             NGS
 FW0095  HISTORY     - 1989     GOOD             USPSQD
 FW0095
 FW0095                          STATION DESCRIPTION
 FW0095
 FW0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW0095'ABOUT 4-1/2 MILES SOUTH OF VIRGINIA BEACH, ON PROPERTY BELONGING
 FW0095'TO THE CROATAN GUN CLUB, 0.7 MILE WEST OF THE BEACH, ON THE NORTH
 FW0095'SIDE OF A ROAD WHICH REACHES THE BEACH JUST SOUTH OF DAM NECK
 FW0095'MILLS COAST GUARD STATION.
 FW0095'
 FW0095'TO REACH FROM PRINCESS ANNE, SET 0.0 AND GO NORTHEAST ACROSS
 FW0095'THE RAILROAD TRACKS.  A 2.4 KEEP LEFT AT NIMMO CHURCH, AT 4.5
 FW0095'TURN RIGHT AT BRICK STORE, AT 5.2 TURN LEFT AT T-ROAD, AT 6.6
 FW0095'COME TO T-ROAD ON RIGHT.  THE STATION IS ON THE NORTH SIDE OF THE
 FW0095'ROAD AT A POINT ABOUT 27 METERS WEST OF THIS T-ROAD, 14 METERS
 FW0095'NORTH OF CENTER LINE OF ROAD AND 10 METERS NORTHWEST OF GATE IN
 FW0095'WIRE FENCE.
 FW0095'
 FW0095'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW0095'BRONZE DISKS SET IN CONCRETE.
 FW0095'R.M. NO. 1 IS N., IN BRUSH BY A DIM ROAD.
 FW0095'
 FW0095'REFERENCE MARK NO. 3 IS WEST OF THE STATION, IN THE LOW GRASS,
 FW0095'ABOUT 10 METERS NORTH OF THE ROAD.
 FW0095'
 FW0095'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS EAST OF STATION, 0.2
 FW0095'MILE WEST OF BEACH, 60 METERS SOUTH OF THE ROAD, 30 METERS WEST
 FW0095'OF SHACK AND JUST WEST OF A WIRE FENCE.
 FW0095'
 FW0095'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 FW0095
 FW0095                          STATION RECOVERY (1939)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW0095'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT IS
 FW0095'ABOUT 4.5 MILES SOUTH OF VIRGINIA BEACH, 1 MILE SOUTHWEST OF DAM
 FW0095'NECK COAST GUARD STATION AND 0.7 MILE WEST OF THE BEACH, ON
 FW0095'PROPERTY OF MR. A.L. MORRISETTE, 44.5 FEET SOUTHWEST OF THE
 FW0095'SOUTHWEST CORNER OF HIS HOUSE AND 50.5 FEET NORTH OF THE CENTER
 FW0095'LINE OF COUNTY HIGHWAY 630.  MARK IS SET FLUSH WITH THE GROUND
 FW0095'BY REQUEST OF THE PROPERTY OWNER.
 FW0095'
 FW0095'TO REACH STATION FROM BUDDYS PLACE ON U.S. HIGHWAY 58 IN
 FW0095'OCEANA, GO SOUTH ON COUNTY HIGHWAY 615 (PAVED) FOR 1.9 MILES TO
 FW0095'A FORK AT AN AMOCO STATION, THENCE TAKE RIGHT FORK, COUNTY
 FW0095'HIGHWAY 615 FOR 2.15 MILES TO A T-ROAD LEFT AT A BRICK STORE
 FW0095'(COUNTY HIGHWAY 631 PAVED) THENCE LEFT FOR 0.6 MILE TO A T-ROAD
 FW0095'JUST SOUTH OF A SMALL BRIDGE (COUNTY HIGHWAY 630, PAVED) THENCE
 FW0095'LEFT ON COUNTY HIGHWAY 630 FOR 1.5 MILES TO MR. MORRISETTES
 FW0095'HOUSE AND THE STATION ON THE LEFT SIDE OF THE ROAD.
 FW0095'
 FW0095'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW0095'BRONZE DISKS SET IN CONCRETE.
 FW0095'
 FW0095'REFERENCE MARK NO. 1 IS NORTH OF THE STATION JUST INSIDE MR.
 FW0095'MORRISETTES BACK YARD, 16 FEET SOUTHWEST OF THE SOUTHWEST
 FW0095'CORNER OF HIS GARAGE AND 39 FEET NORTH OF THE NORTHWEST CORNER
 FW0095'OF HIS HOUSE.  MARK PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 FW0095'
 FW0095'REFERENCE MARK NO. 3 IS WEST OF THE STATION, IN A GRASS FIELD
 FW0095'JUST WEST OF A BARN LOT, 19 FEET WEST OF A WIRE FENCE, AND 56
 FW0095'FEET NORTH OF THE CENTER OF COUNTY HIGHWAY 630.  MARK PROJECTS
 FW0095'ABOUT 5 INCHES ABOVE GROUND.
 FW0095'
 FW0095'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS EAST OF THE STATION, 0.2
 FW0095'MILE WEST OF THE BEACH, 60 METERS SOUTH OF THE CENTER OF
 FW0095'COUNTY HIGHWAY 630 AND 30 METERS WEST OF A FISHERMANS SHACK.
 FW0095'MARK IS SURROUNDED BY WEEDS AND GRASS AND PROJECTS ABOUT 5 INCHES
 FW0095'ABOVE GROUND.
 FW0095'
 FW0095'(DISTANCES TO REFERENCE MARKS CHECKED BUT THE AZIMUTHS DID NOT).
 FW0095
 FW0095                          STATION RECOVERY (1943)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW0095'STATION RECOVERED AS DESCRIBED IN 1934, EXCEPT FOR THE FOLLOWING
 FW0095'DISCREPANCIES--
 FW0095'
 FW0095'COUNTY HIGHWAY 630 HAS BEEN REPLACED HERE BY A NEW CONCRETE
 FW0095'HIGHWAY.  THE STATION IS 14 METERS N OF CENTER LINE OF ABANDONED
 FW0095'COUNTY HIGHWAY 630 AND 26.3 METERS N OF CENTER LINE OF THE NEW
 FW0095'CONCRETE COUNTY HIGHWAY 630.  THE GATE IN THE WIRE FENCE IS NO
 FW0095'LONGER THERE.
 FW0095'
 FW0095'REFERENCE MARK 2 (AZIMUTH MARK) WAS SEARCHED FOR AND INQUIRED
 FW0095'ABOUT.  ACCORDING TO INFORMATION RECEIVED, IT HAS BEEN DESTROYED.
 FW0095'THERE HAS BEEN A CONSIDERABLE AMOUNT OF EARTH MOVED WHERE THIS
 FW0095'MARK WAS LOCATED.
 FW0095'
 FW0095'REFERENCE MARK 3 IS 56 FEET N OF THE CENTER LINE OF ABANDONED
 FW0095'COUNTY HIGHWAY 630 AND 83.3 FEET N OF THE CENTER LINE OF THE
 FW0095'NEW CONCRETE HIGHWAY.
 FW0095
 FW0095                          STATION RECOVERY (1949)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GRF)
 FW0095'STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED.  REFERENCE MARK
 FW0095'2 (AZIMUTH MARK) WAS NOT FOUND AFTER ONE HOUR SEARCH BY THREE
 FW0095'MEN.  THE ROAD IN THE VICINITY OF THE STATION HAS BEEN REBUILT.
 FW0095'THE U.S. NAVY HAS ESTABLISHED A FLEET AIR DEFENSE TRAINING CENTER
 FW0095'IN THE VICINITY OF THE AZIMUTH MARK.  THE TOPOGRAPHIC FEATURES
 FW0095'IN THIS VICINITY HAVE BEEN MATERIALLY CHANGED.  SOME OF THE
 FW0095'MILEAGES DID NOT CHECK AND THE PROPERTY ON WHICH THE STATION
 FW0095'IS LOCATED HAS CHANGED OWNERS.  A NEW DESCRIPTION FOLLOWS--
 FW0095'
 FW0095'STATION IS ABOUT 4.5 MILES S OF VIRGINIA BEACH, 1 MILE SW OF
 FW0095'DAM NECK MILLS COAST GUARD STATION, AND 0.7 MILE W OF THE BEACH.
 FW0095'IT IS ON THE PROPERTY OF MR. TREYNOR, 44.5 FEET SW OF THE SW
 FW0095'CORNER OF HOUSE.  THE STATION IS ON THE N SIDE OF THE ROAD.
 FW0095'
 FW0095'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS A BRONZE
 FW0095'STATION DISK SET IN CONCRETE.
 FW0095'
 FW0095'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 FW0095'
 FW0095'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE AND
 FW0095'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS N OF THE
 FW0095'STATION, JUST INSIDE MR. TREYNORS YARD, 16 FEET SW OF THE SW
 FW0095'CORNER OF THE GARAGE, AND 39 FEET N OF THE NW CORNER OF THE
 FW0095'HOUSE.
 FW0095'
 FW0095'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE AND
 FW0095'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS W OF THE
 FW0095'STATION, IN A GRASS FIELD JUST W OF A WIRE FENCE, AND ON THE
 FW0095'N SIDE OF THE HIGHWAY.
 FW0095'
 FW0095'TO REACH STATION FROM BUDDYS PLACE ON U.S. HIGHWAY 58 IN OCEANA,
 FW0095'GO S ON COUNTY HIGHWAY 615 (PAVED) FOR 1.9 MILES TO A FORK,
 FW0095'THENCE TAKE RIGHT FORK, COUNTY HIGHWAY 615, FOR 2.5 MILES TO A
 FW0095'T-INTERSECTION WITH SIGN READING U.S. FLEET AIR DEFENSE TRAINING
 FW0095'CENTER, DAM NECK, VIRGINIA.  GO LEFT ON THIS T-ROAD FOR 1.75
 FW0095'MILES TO MR. TREYNORS HOUSE.  STATION IS ON THE N SIDE OF THE
 FW0095'ROAD.
 FW0095'
 FW0095'ABOVE DISTANCES CHECKED IN THE FIELD.  NO CHECK WAS MADE FOR
 FW0095'DIRECTIONS.
 FW0095
 FW0095                          STATION RECOVERY (1952)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 FW0095'STATION MARK, R.M. 1 AND R.M. 3, WERE RECOVERED IN GOOD CONDITION.
 FW0095'R.M. 2 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 FW0095'BELIEVED DESTROYED BY CONSTRUCTION AT DAM NECK MILLS, U.S. FLEET
 FW0095'AIR DEFENSE TRAINING CENTER.
 FW0095'
 FW0095'STATION IS LOCATED ABOUT 1.65 MILES E OF VILLAGE OF DAM NECK
 FW0095'CORNER ON PROPERTY OF MR. TREYNORS, ABOUT 0.3 MILE W OF ENTRANCE
 FW0095'GATE TO DAM NECK MILLS, U.S. FLEET AIR DEFENSE TRAINING CENTER,
 FW0095'86-1/2 FEET N OF CENTER LINE OF ROAD, 44-1/2 FEET SW AND ACROSS
 FW0095'A DRIVE FROM SW CORNER OF BRICK PORCH OF RESIDENCE, 20 FEET W OF
 FW0095'CENTER LINE OF DRIVE, AND ABOUT LEVEL WITH ROAD.  MARK IS SET IN
 FW0095'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FW0095'
 FW0095'R.M. 1 IS 39-1/2 FEET NW OF NW CORNER OF HOUSE, 7 FEET W OF
 FW0095'CENTER LINE OF DRIVE, AND PROJECTS 8 INCHES.
 FW0095'
 FW0095'R.M. 3 IS LOCATED IN A GRASS FIELD JUST W OF STATION, 84.8
 FW0095'FEET N OF CENTER LINE OF ROAD, 28 FEET NW OF POWER POLE NO. V
 FW0095'5/69/1, 21-1/2 FEET W OF A FENCE LINE, AND PROJECTS 3 INCHES.
 FW0095'
 FW0095'TO REACH STATION FROM VILLAGE OF DAM NECK CORNER, PROCEED
 FW0095'ABOUT 1.65 MILES E ALONG A PAVED ROAD LEADING TO DAM NECK MILLS,
 FW0095'U.S. FLEET AIR DEFENSE TRAINING CENTER TO MR. TREYNORS RESIDENCE
 FW0095'ON N SIDE OF ROAD.
 FW0095
 FW0095                          STATION RECOVERY (1952)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 FW0095'1.6 MI E FROM DAM NECK CORNER.
 FW0095'ABOUT 1.65 MILES EAST ALONG A PAVED ROAD LEADING TO DAM NECK MILLS
 FW0095'U.S. FLEET AIR DEFENSE TRAINING CENTER FROM THE JUNCTION OF
 FW0095'COUNTY ROAD 615 AT DAM NECK CORNER, ABOUT 0.3 MILE WEST OF
 FW0095'ENTRANCE GATE TO TRAINING CENTER, 86 1/2 FEET NORTH OF CENTER
 FW0095'LINE OF ROAD, 116 FEET EAST OF RM NO. 3, 96 FEET SOUTH OF RM NO.
 FW0095'1 44 1/2 FEET SOUTHWEST AND ACROSS A DRIVE FROM THE SOUTHWEST
 FW0095'CORNER OF BRICK PORCH OF MR. TREYNORS RESIDENCE, 20 FEET WEST
 FW0095'OF CENTER LINE OF DRIVE, ABOUT LEVEL WITH ROAD AND SET IN THE
 FW0095'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 FW0095
 FW0095                          STATION RECOVERY (1953)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 FW0095'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE
 FW0095'MARKS 1 AND 3 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 FW0095'MARK 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  THE DISTANCES
 FW0095'AND DIRECTIONS TO REFERENCE MARKS 1 AND 3 WERE CHECKED AND WERE
 FW0095'FOUND TO BE CORRECT.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 FW0095'1952 DESCRIPTION OF C.S., JR. WAS FOUND TO BE ADEQUATE.
 FW0095'
 FW0095'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY W OF THE STATION,
 FW0095'28 FT. N-NW OF THE CENTERLINE OF THE ROAD, AND 2 FT. N OF A
 FW0095'WHITE WITNESS POST.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED
 FW0095'CROATAN 1953 AND SET IN CONCRETE PROJECTING ABOUT 3 IN. ABOVE
 FW0095'THE GROUND.
 FW0095'
 FW0095'THE TO REACH BY C.S., JR. IN 1952 WAS FOUND TO BE ADEQUATE,
 FW0095'BUT TO REACH THE AZIMUTH MARK FROM THE STATION, GO W FOR 0.35 MI.
 FW0095'TO THE MARK ON THE RIGHT AS DESCRIBED.
 FW0095
 FW0095                          STATION RECOVERY (1954)
 FW0095
 FW0095'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW0095'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS CONSIDERED
 FW0095'ADEQUATE.
 FW0095
 FW0095                          STATION RECOVERY (1955)
 FW0095
 FW0095'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FW0095'STATION FOUND IN GOOD CONDITION FLUSH WITH GROUND.  IT IS 15 FEET
 FW0095'NE OF CENTER SMALL BUSH, 27 FEET SE OF CENTER SMALL TREE, 87 FEET
 FW0095'SSW OF CENTERLINE HIGHWAY, 20 FEET ESE OF CENTERLINE DRIVE,
 FW0095'AND 20 FEET W OF BASE SMALL TREE.
 FW0095
 FW0095                          STATION RECOVERY (1959)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW0095'STATION MARK, REFERENCE MARKS NOS. 1 AND 3 AND THE AZIMUTH MARK
 FW0095'WERE RECOVERED AS DESCRIBED IN 1953 BY D.A.JONES.  THE AZIMUTH
 FW0095'MARK WAS FOUND STAMPED 1953 ONLY AND 1934 WAS ADDED.  A NEW TO
 FW0095'REACH THE STATION FOLLOWS--
 FW0095'
 FW0095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58 AND
 FW0095'STATE HIGHWAY 615 IN OCEANA, GO SOUTH ON HIGHWAY 615 FOR 4.2
 FW0095'MILES TO A T-ROAD LEFT AT DAM NECK AND SIGH U.S. AIR DEFENCE
 FW0095'CENTER, TURN LEFT AND GO 1.4 MILES TO A WHITE HOUSE ON THE LEFT
 FW0095'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE 0.35 MILE TO P.L.
 FW0095'SCOFIELD HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 FW0095
 FW0095                          STATION RECOVERY (1962)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0095'STATION WAS RECOVERED AS DESCRIBED IN 1953 BY D.A. JONES AND
 FW0095'ALL MARKS WERE FOUND IN GOOD CONDITION.
 FW0095
 FW0095                          STATION RECOVERY (1963)
 FW0095
 FW0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0095'RECOVERED IN GOOD CONDITION.
 FW0095
 FW0095                          STATION RECOVERY (1975)
 FW0095
 FW0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0095'RECOVERED IN GOOD CONDITION.
 FW0095
 FW0095                          STATION RECOVERY (1989)
 FW0095
 FW0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FW0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0092 ***********************************************************************
 FW0092  DESIGNATION -  CROATAN AZ MK
 FW0092  PID         -  FW0092
 FW0092  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0092  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0092
 FW0092                         *CURRENT SURVEY CONTROL
 FW0092  ___________________________________________________________________
 FW0092* NAD 83(1986)-  36 47 07.     (N)    075 58 29.     (W)     SCALED    
 FW0092* NAVD 88     -         1.698  (meters)       5.57   (feet)  ADJUSTED  
 FW0092  ___________________________________________________________________
 FW0092  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 FW0092  DYNAMIC HT  -           1.696 (meters)       5.56  (feet)  COMP
 FW0092  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 FW0092
 FW0092  VERT ORDER  -  FIRST     CLASS I
 FW0092
 FW0092.The horizontal coordinates were scaled from a topographic map and have
 FW0092.an estimated accuracy of +/- 6 seconds.
 FW0092
 FW0092.The orthometric height was determined by differential leveling
 FW0092.and adjusted by the National Geodetic Survey in June 1991..
 FW0092
 FW0092.The geoid height was determined by GEOID03.
 FW0092
 FW0092.The dynamic height is computed by dividing the NAVD 88
 FW0092.geopotential number by the normal gravity value computed on the
 FW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0092.degrees latitude (g = 980.6199 gals.).
 FW0092
 FW0092.The modeled gravity was interpolated from observed gravity values.
 FW0092
 FW0092;                    North         East    Units  Estimated Accuracy
 FW0092;SPC VA S     - 1,053,170.    3,725,380.      MT  (+/- 180 meters Scaled)
 FW0092
 FW0092                          SUPERSEDED SURVEY CONTROL
 FW0092
 FW0092  NGVD 29 (??/??/??)    1.944  (m)            6.38   (f) ADJUSTED    1 1
 FW0092
 FW0092.Superseded values are not recommended for survey control.
 FW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0092.See file dsdata.txt to determine how the superseded data were derived.
 FW0092
 FW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF130714(NAD 83)
 FW0092_MARKER: DZ = AZIMUTH MARK DISK
 FW0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0092_STAMPING: CROATAN 1934
 FW0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0092+STABILITY: SURFACE MOTION
 FW0092
 FW0092  HISTORY     - Date     Condition        Report By
 FW0092  HISTORY     - 1934     MONUMENTED       CGS
 FW0092  HISTORY     - 1963     GOOD             CGS
 FW0092  HISTORY     - 1989     GOOD             USPSQD
 FW0092
 FW0092                          STATION DESCRIPTION
 FW0092
 FW0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0092'1.4 MI E FROM DAM NECK CORNER.
 FW0092'ABOUT 1.35 MILES EAST ALONG COUNTY ROAD 631 FROM THE JUNCTION
 FW0092'OF STATE HIGHWAY 615 AT DAM NECK CORNER, ABOUT 0.15 MILE EAST
 FW0092'OF THE JUNCTION OF COUNTY ROAD 694, 149 FEET SOUTH OF THE
 FW0092'SOUTHWEST CORNER OF A ONE STORY WHITE HOUSE, 69 FEET SOUTHEAST
 FW0092'OF POWER POLE NN-252, 43 FEET EAST OF TELEPHONE POLE 57, 27 1/2
 FW0092'FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST OF
 FW0092'THE CENTER OF THE JUNCTION OF THE DRIVEWAY, 1 1/2 FEET NORTH OF A
 FW0092'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 FW0092'AND SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 4-INCHES.
 FW0092
 FW0092                          STATION RECOVERY (1989)
 FW0092
 FW0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FW0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0094 ***********************************************************************
 FW0094  DESIGNATION -  CROATAN RM 1
 FW0094  PID         -  FW0094
 FW0094  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0094  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0094
 FW0094                         *CURRENT SURVEY CONTROL
 FW0094  ___________________________________________________________________
 FW0094* NAD 83(1986)-  36 47 05.     (N)    075 58 05.     (W)     SCALED    
 FW0094* NAVD 88     -         2.425  (meters)       7.96   (feet)  ADJUSTED  
 FW0094  ___________________________________________________________________
 FW0094  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FW0094  DYNAMIC HT  -           2.423 (meters)       7.95  (feet)  COMP
 FW0094  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 FW0094
 FW0094  VERT ORDER  -  FIRST     CLASS I
 FW0094
 FW0094.The horizontal coordinates were scaled from a topographic map and have
 FW0094.an estimated accuracy of +/- 6 seconds.
 FW0094
 FW0094.The orthometric height was determined by differential leveling
 FW0094.and adjusted by the National Geodetic Survey in June 1991..
 FW0094.WARNING-Repeat measurements at this control monument indicate possible
 FW0094.vertical movement.
 FW0094
 FW0094.The geoid height was determined by GEOID03.
 FW0094
 FW0094.The dynamic height is computed by dividing the NAVD 88
 FW0094.geopotential number by the normal gravity value computed on the
 FW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0094.degrees latitude (g = 980.6199 gals.).
 FW0094
 FW0094.The modeled gravity was interpolated from observed gravity values.
 FW0094
 FW0094;                    North         East    Units  Estimated Accuracy
 FW0094;SPC VA S     - 1,053,120.    3,725,980.      MT  (+/- 180 meters Scaled)
 FW0094
 FW0094                          SUPERSEDED SURVEY CONTROL
 FW0094
 FW0094  NGVD 29 (??/??/??)    2.671  (m)            8.76   (f) ADJUSTED    1 1
 FW0094
 FW0094.Superseded values are not recommended for survey control.
 FW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0094.See file dsdata.txt to determine how the superseded data were derived.
 FW0094
 FW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF136714(NAD 83)
 FW0094_MARKER: DR = REFERENCE MARK DISK
 FW0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0094_STAMPING: CROATAN NO 1 1934
 FW0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0094+STABILITY: SURFACE MOTION
 FW0094
 FW0094  HISTORY     - Date     Condition        Report By
 FW0094  HISTORY     - 1934     MONUMENTED       CGS
 FW0094  HISTORY     - 1952     GOOD             CGS
 FW0094  HISTORY     - 1963     GOOD             CGS
 FW0094  HISTORY     - 1975     GOOD             NGS
 FW0094  HISTORY     - 1989     GOOD             USPSQD
 FW0094
 FW0094                          STATION DESCRIPTION
 FW0094
 FW0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0094'1.6 MI E FROM DAM NECK CORNER.
 FW0094'ABOUT 1.65 MILES EAST ALONG A PAVED ROAD LEADING TO DAM NECK
 FW0094'MILLS U.S. FLEET AIR DEFENSE TRAINING CENTER FROM THE JUNCTION
 FW0094'OF COUNTY ROAD 615 AT DAM NECK CORNER, ABOUT 0.3 MILE WEST OF
 FW0094'ENTRANCE GATE TO TRAINING CENTER, AT RESIDENCE OF MR. TREYNOR,
 FW0094'96 FEET NORTH OF STATION MARK, 153 FEET EAST-NORTHEAST OF RM
 FW0094'NO. 3, 7 FEET WEST OF CENTER LINE OF DRIVE WAY, 39 FEET NORTHWEST
 FW0094'OF NORTHWEST CORNER OF HOUSE, AND SET IN THE TOP OF A CONCRETE
 FW0094'POST PROJECTING 8 INCHES.
 FW0094
 FW0094                          STATION RECOVERY (1963)
 FW0094
 FW0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0094'RECOVERED IN GOOD CONDITION.
 FW0094
 FW0094                          STATION RECOVERY (1975)
 FW0094
 FW0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0094'RECOVERED IN GOOD CONDITION.
 FW0094
 FW0094                          STATION RECOVERY (1989)
 FW0094
 FW0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FW0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0093 ***********************************************************************
 FW0093  DESIGNATION -  CROATAN RM 3
 FW0093  PID         -  FW0093
 FW0093  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0093  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0093
 FW0093                         *CURRENT SURVEY CONTROL
 FW0093  ___________________________________________________________________
 FW0093* NAD 83(1986)-  36 47 05.     (N)    075 58 05.     (W)     SCALED    
 FW0093* NAVD 88     -         1.627  (meters)       5.34   (feet)  ADJUSTED  
 FW0093  ___________________________________________________________________
 FW0093  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FW0093  DYNAMIC HT  -           1.626 (meters)       5.33  (feet)  COMP
 FW0093  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 FW0093
 FW0093  VERT ORDER  -  FIRST     CLASS I
 FW0093
 FW0093.The horizontal coordinates were scaled from a topographic map and have
 FW0093.an estimated accuracy of +/- 6 seconds.
 FW0093
 FW0093.The orthometric height was determined by differential leveling
 FW0093.and adjusted by the National Geodetic Survey in June 1991..
 FW0093
 FW0093.The geoid height was determined by GEOID03.
 FW0093
 FW0093.The dynamic height is computed by dividing the NAVD 88
 FW0093.geopotential number by the normal gravity value computed on the
 FW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0093.degrees latitude (g = 980.6199 gals.).
 FW0093
 FW0093.The modeled gravity was interpolated from observed gravity values.
 FW0093
 FW0093;                    North         East    Units  Estimated Accuracy
 FW0093;SPC VA S     - 1,053,120.    3,725,980.      MT  (+/- 180 meters Scaled)
 FW0093
 FW0093                          SUPERSEDED SURVEY CONTROL
 FW0093
 FW0093  NGVD 29 (??/??/??)    1.873  (m)            6.14   (f) ADJUSTED    1 1
 FW0093
 FW0093.Superseded values are not recommended for survey control.
 FW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0093.See file dsdata.txt to determine how the superseded data were derived.
 FW0093
 FW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF136714(NAD 83)
 FW0093_MARKER: DR = REFERENCE MARK DISK
 FW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0093_STAMPING: CROATAN NO 3 1934
 FW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0093+STABILITY: SURFACE MOTION
 FW0093
 FW0093  HISTORY     - Date     Condition        Report By
 FW0093  HISTORY     - 1934     MONUMENTED       CGS
 FW0093  HISTORY     - 1952     GOOD             CGS
 FW0093  HISTORY     - 1963     GOOD             CGS
 FW0093  HISTORY     - 1975     GOOD             NGS
 FW0093  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FW0093
 FW0093                          STATION DESCRIPTION
 FW0093
 FW0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0093'1.6 MI E FROM DAM NECK CORNER.
 FW0093'ABOUT 1.65 MILES EAST ALONG A PAVED ROAD LEADING TO DAM NECK MILLS
 FW0093'U.S. FLEET AIR DEFENSE TRAINING CENTER FROM THE JUNCTION OF
 FW0093'COUNTY ROAD 615 AT DAM NECK CORNER, ABOUT 0.3 MILE WEST OF
 FW0093'ENTRANCE TO TRAINING CENTER, AT RESIDENCE OF MR. TREYNOR, IN A
 FW0093'GRASS FIELD, 153 FEET WEST-SOUTHWEST OF RM NO. 1, 84.8 FEET
 FW0093'NORTH OF CENTER LINE OF ROAD, 116 FEET WEST OF STATION MARK,
 FW0093'28 FEET NORTHWEST OF POWER POLE NO. V 5/69/1, 21 1/2 FEET WEST
 FW0093'OF A FENCE LINE, ABOUT 1 FOOT BELOW ROAD AND SET IN THE TOP OF A
 FW0093'CONCRETE POST PROJECTING 3 INCHES.
 FW0093
 FW0093                          STATION RECOVERY (1963)
 FW0093
 FW0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0093'RECOVERED IN GOOD CONDITION.
 FW0093
 FW0093                          STATION RECOVERY (1975)
 FW0093
 FW0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0093'RECOVERED IN GOOD CONDITION.
 FW0093
 FW0093                          STATION RECOVERY (1989)
 FW0093
 FW0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FW0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5586 ***********************************************************************
 HV5586  DESIGNATION -  CROMWELL RESET
 HV5586  PID         -  HV5586
 HV5586  STATE/COUNTY-  VA/FAUQUIER
 HV5586  USGS QUAD   -  SOMERVILLE (1981)
 HV5586
 HV5586                         *CURRENT SURVEY CONTROL
 HV5586  ___________________________________________________________________
 HV5586* NAD 83(1993)-  38 32 38.87759(N)    077 33 21.22025(W)     ADJUSTED  
 HV5586* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 HV5586  ___________________________________________________________________
 HV5586  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV5586  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV5586
 HV5586  HORZ ORDER  -  SECOND
 HV5586
 HV5586.The horizontal coordinates were established by classical geodetic methods
 HV5586.and adjusted by the National Geodetic Survey in November 1994..
 HV5586
 HV5586.The orthometric height was scaled from a topographic map.
 HV5586
 HV5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5586
 HV5586.The geoid height was determined by GEOID03.
 HV5586
 HV5586;                    North         East     Units Scale Factor Converg.
 HV5586;SPC VA N     - 2,097,820.366 3,582,301.025   MT  0.99994920   +0 35 21.2
 HV5586;SPC VA N     - 6,882,598.98 11,752,932.61   sFT  0.99994920   +0 35 21.2
 HV5586;UTM  18      - 4,269,287.449   277,250.814   MT  1.00021106   -1 35 35.8
 HV5586
 HV5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5586!SPC VA N     -   0.99998530  x   0.99994920  =   0.99993450
 HV5586!UTM  18      -   0.99998530  x   1.00021106  =   1.00019636
 HV5586
 HV5586|---------------------------------------------------------------------|
 HV5586| PID    Reference Object                     Distance      Geod. Az  |
 HV5586|                                                           dddmmss.s |
 HV5586| AJ3193 CROMWELL RM 1                        30.571 METERS 18255     |
 HV5586| AJ3192 CROMWELL AZ MK                                     2471331.7 |
 HV5586| AJ3194 CROMWELL RM 2                        22.414 METERS 28446     |
 HV5586| HV5588 DELIGHT                             APPROX. 3.4 KM 3424434.2 |
 HV5586|---------------------------------------------------------------------|
 HV5586
 HV5586                          SUPERSEDED SURVEY CONTROL
 HV5586
 HV5586  NAD 83(1986)-  38 32 38.87841(N)    077 33 21.23233(W) AD(       ) 2
 HV5586  NAD 27      -  38 32 38.43607(N)    077 33 22.28073(W) AD(       ) 2
 HV5586
 HV5586.Superseded values are not recommended for survey control.
 HV5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5586.See file dsdata.txt to determine how the superseded data were derived.
 HV5586
 HV5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7725169287(NAD 83)
 HV5586_MARKER: DS = TRIANGULATION STATION DISK
 HV5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5586_STAMPING: CROMWELL 1943 1982
 HV5586_MARK LOGO: NGS   
 HV5586_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5586+STABILITY: SURFACE MOTION
 HV5586
 HV5586  HISTORY     - Date     Condition        Report By
 HV5586  HISTORY     - 1982     MONUMENTED       CGS
 HV5586
 HV5586                          STATION DESCRIPTION
 HV5586
 HV5586'DESCRIBED BY COAST AND GEODETIC SURVEY 1982 (CLN)
 HV5586'STATION SURFACE MARK WAS RECOVERED UPROOTED IN EDGE OF WOODED AREA.
 HV5586'REFERENCE MARK 1 AND THE UNDERGROUND STATION MARK WERE RECOVERED IN
 HV5586'GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT FOUND
 HV5586'AND ARE BELIEVED TO BE DESTROYED BY GRADING OF THE SHOULDERS OF THE
 HV5586'ROAD.  THE DISTANCE TO THE REFERENCE MARK 1 CHECKED WITH THE 1943
 HV5586'DESCRIPTION.  A NEW SURFACE STATION MARK WAS SET OVER THE UNDERGROUND
 HV5586'MARK.  REFERENCE MARK 3 WAS ALSO SET AT THIS TIME.
 HV5586' 
 HV5586'THE STATION IS LOCATED ON THE QUANTICO MARINE CORPS BASE, ABOUT 1.6 KM
 HV5586'(1.00 MI) NORTHEAST FROM THE VILLAGE OF CROMWELL, 0.8 KM (0.50 MI)
 HV5586'WEST FROM THE FAUQUIER-STAFFORD COUNTY LINE, 11.2 KM (6.95 MI)
 HV5586'NORTHWEST OF CAMP BARRETT AND 12.8 KM (7.95 MI) SOUTHEAST FROM THE
 HV5586'VILLAGE OF CATLETT.  TO REACH THE STATION FROM THE POST OFFICE IN
 HV5586'GARRISONVILLE, GO WEST AND NORTHWEST ON COUNTY ROUTE 210 FOR 9.25 MI
 HV5586'(14.89 KM) TO THE JUNCTION WITH COUNTY ROUTE 612 WHERE ROUTE 210 TURNS
 HV5586'LEFT, GO NORTH ON ROUTE 612 FOR 0.95 MI (1.53 KM) TO A GRAVELED SIDE
 HV5586'ROAD RIGHT, MARINE CORPS BASE ROUTE 6, TURN RIGHT AND GO NORTHWESTERLY
 HV5586'FOR 0.10 MI (0.16 KM) TO A GATE, KEY FOR GATE MAY BE OBTAINED FROM
 HV5586'RANGE CONTROL OFFICE AT CAMP BARRETT, PASS THROUGH THE GATE AND
 HV5586'CONTINUE NORTHEASTERLY ON ROUTE 6 FOR 0.60 MI (0.97 KM) TO THE STATION
 HV5586'ON THE RIGHT, 0.15 MI (0.24 KM) WEST FROM A SIDE ROAD RIGHT.
 HV5586' 
 HV5586'THE STATION IS A STANDARD NGS DISK STAMPED--CROMWELL 1943 1982--, SET
 HV5586'INTO THE TOP OF A ROUND CONCRETE MONUMENT 45 CM IN DIAMETER, LOCATED
 HV5586'1.3 FT (0.4 M) E FROM A METAL WITNESS POST, 31.5 FT (9.6 M) S FROM THE
 HV5586'CENTER OF A GRAVELED ROAD, AND 22.3 FT (6.8 M) NW FROM A 14-INCH TREE
 HV5586'WITH AN ALUMINUM REFERENCE TAG.  THE UNDERGROUND MARK IS A STANDARD
 HV5586'CGS DISK STAMPED--CROMWELL 1943--, SET INTO AN IRREGULAR MASS OF
 HV5586'CONCRETE 1.0 M (3.3 FT) BELOW THE SURFACE.
 HV5586' 
 HV5586'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CROMWELL NO 1
 HV5586'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 HV5586'DIAMETER, PROJECTING 2 CM ABOVE THE GROUND. LOCATED 20.5 FT (6.2 M) N
 HV5586'FROM A 6-INCH OAK TREE WITH A REFERENCE TAG, 1.3 FT (0.4 M) N FROM A
 HV5586'WITNESS POST, 4.9 FT (1.5 M) W FROM THE EDGE OF A ROCK PILE, AND SAME
 HV5586'LEVEL AS THE STATION.
 HV5586' 
 HV5586'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CROMWELL 1943 NO 3
 HV5586'1982-, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 HV5586'RECESSED 2 CM BELOW THE GROUND.  LOCATED 34.5 FT (10.5 M) N FROM THE
 HV5586'CENTER OF ROUTE 6, 23.0 FT (7.0 M) SE FROM A 6-INCH OAK TREE WITH A
 HV5586'REFERENCE TAG, AND 0.5 M (1.6 FT) HIGHER THAN THE STATION.  NO
 HV5586'SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5500 ***********************************************************************
 HV5500  DESIGNATION -  CROPP
 HV5500  PID         -  HV5500
 HV5500  STATE/COUNTY-  VA/STAFFORD
 HV5500  USGS QUAD   -  STORCK (1984)
 HV5500
 HV5500                         *CURRENT SURVEY CONTROL
 HV5500  ___________________________________________________________________
 HV5500* NAD 83(1993)-  38 29 38.88512(N)    077 35 45.65585(W)     ADJUSTED  
 HV5500* NAVD 88     -       129.32   (meters)     424.3    (feet)  LEVELING  
 HV5500  ___________________________________________________________________
 HV5500  X           -   1,073,704.913 (meters)                     COMP
 HV5500  Y           -  -4,881,871.214 (meters)                     COMP
 HV5500  Z           -   3,948,580.318 (meters)                     COMP
 HV5500  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HV5500  ELLIP HEIGHT-          97.17  (meters)          (05/17/02) GPS OBS
 HV5500  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV5500
 HV5500  HORZ ORDER  -  FIRST
 HV5500  VERT ORDER  -  THIRD ?
 HV5500  ELLP ORDER  -  FOURTH    CLASS II
 HV5500
 HV5500.The horizontal coordinates were established by GPS observations
 HV5500.and adjusted by the National Geodetic Survey in October 2001..
 HV5500
 HV5500.The orthometric height was determined by differential leveling.
 HV5500.The vertical network tie was performed by a horz. field party for horz.
 HV5500.obs reductions. Reset procedures were used to establish the elevation.
 HV5500
 HV5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5500
 HV5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5500
 HV5500.The ellipsoidal height was determined by GPS observations
 HV5500.and is referenced to NAD 83.
 HV5500
 HV5500.The geoid height was determined by GEOID03.
 HV5500
 HV5500;                    North         East     Units Scale Factor Converg.
 HV5500;SPC VA N     - 2,092,235.625 3,578,858.299   MT  0.99995069   +0 33 51.1
 HV5500;SPC VA N     - 6,864,276.38 11,741,637.60   sFT  0.99995069   +0 33 51.1
 HV5500;UTM  18      - 4,263,836.333   273,596.996   MT  1.00023129   -1 36 59.5
 HV5500
 HV5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5500!SPC VA N     -   0.99998475  x   0.99995069  =   0.99993544
 HV5500!UTM  18      -   0.99998475  x   1.00023129  =   1.00021604
 HV5500
 HV5500:                Primary Azimuth Mark                     Grid Az
 HV5500:SPC VA N     -  WASHINGTON ATLANTA AWY BCN 55            051 26 46.8
 HV5500:UTM  18      -  WASHINGTON ATLANTA AWY BCN 55            053 37 37.4
 HV5500
 HV5500|---------------------------------------------------------------------|
 HV5500| PID    Reference Object                     Distance      Geod. Az  |
 HV5500|                                                           dddmmss.s |
 HV5500| HV5091 WASHINGTON ATLANTA AWY BCN 55       APPROX.22.3 KM 0520037.9 |
 HV5500| DC6167 CROPP AZ MK                                        0682132.2 |
 HV5500| DC6169 CROPP RM 2                           26.030 METERS 07518     |
 HV5500| HV5499 WASHINGTON ATLANTA AWY BCN 54       APPROX. 1.8 KM 1234906.7 |
 HV5500| DC6168 CROPP RM 1                           38.161 METERS 34227     |
 HV5500|---------------------------------------------------------------------|
 HV5500
 HV5500                          SUPERSEDED SURVEY CONTROL
 HV5500
 HV5500  ELLIP H (10/09/01)   97.17   (m)                       GP(       ) 4 1
 HV5500  NAD 83(1993)-  38 29 38.88636(N)    077 35 45.65930(W) AD(       ) 2
 HV5500  NAD 83(1986)-  38 29 38.88796(N)    077 35 45.67090(W) AD(       ) 2
 HV5500  NAD 27      -  38 29 38.43500(N)    077 35 46.71900(W) AD(       ) 2
 HV5500  NGVD 29 (07/19/86)  129.56   (m)          425.1    (f) LEVELING    3  
 HV5500
 HV5500.Superseded values are not recommended for survey control.
 HV5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5500.See file dsdata.txt to determine how the superseded data were derived.
 HV5500
 HV5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7359763836(NAD 83)
 HV5500_MARKER: DS = TRIANGULATION STATION DISK
 HV5500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5500_STAMPING: CROPP 1942
 HV5500_MARK LOGO: NONE  
 HV5500_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5500+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2001
 HV5500
 HV5500  HISTORY     - Date     Condition        Report By
 HV5500  HISTORY     - 1942     MONUMENTED       CGS
 HV5500  HISTORY     - 1943     GOOD             CGS
 HV5500  HISTORY     - 1964     GOOD             CGS
 HV5500  HISTORY     - 1969     GOOD             USA
 HV5500  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV5500  HISTORY     - 20000706 GOOD             GEOMET
 HV5500  HISTORY     - 20010330 GOOD             GEOMET
 HV5500
 HV5500                          STATION DESCRIPTION
 HV5500
 HV5500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5500'THE STATION IS LOCATED ABOUT 1.0 MILE N OF CROPP POST OFFICE,
 HV5500'5.25 MILES E OF MORRISVILLE, AND ABOUT 0.25 MILE NW OF THE
 HV5500'FAUQUIER-STAFFORD COUNTY LINE, ON LAND OWNED AND OCCUPIED
 HV5500'BY ANDREW N. COOPER.  IT IS 81 FEET SW OF THE CENTER OF
 HV5500'COUNTY ROAD 616, AND 54 FEET SE OF THE SE CORNER OF THE
 HV5500'HOUSE.  THE DISK IS STAMPED CROPP, 1942, AND PROJECTS 4 INCHES.
 HV5500'
 HV5500'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5500'DISKS SET IN CONCRETE.
 HV5500'
 HV5500'REFERENCE MARK NO. 1 IS N OF THE STATION, 20 FEET E OF THE
 HV5500'CENTER OF COUNTY ROAD 616.  THE DISK IS STAMPED CROPP NO.
 HV5500'1, 1942, AND PROJECTS 4 INCHES.
 HV5500'
 HV5500'REFERENCE MARK NO. 2 IS E OF THE STATION, 30 FEET SW OF
 HV5500'THE CENTER OF COUNTY ROAD 616, AND IN THE E EDGE OF A FIELD.
 HV5500'THE DISK IS STAMPED CROPP NO. 2, 1942 AND PROJECTS 3 INCHES.
 HV5500'
 HV5500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1,
 HV5500'AND STATE ROUTE 17 IN FALMOUTH.  GO W ON 17 FOR 8.0 MILES
 HV5500'TO A FORKS AT HEMP (COUNTY ROAD 612).  TAKE RIGHT FORK AND
 HV5500'GO 3.7 MILES TO ANOTHER FORKS.  TAKE RIGHT FORK AND CONTINUE
 HV5500'ON 612 FOR 3.15 MILES TO A T-INTERSECTION.  BEAR LEFT ON
 HV5500'COUNTY ROAD 616 FOR 1.05 MILES TO THE STATION ON THE LEFT
 HV5500'AT THE TOP OF THE GRADE.
 HV5500'
 HV5500'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HV5500
 HV5500                          STATION RECOVERY (1943)
 HV5500
 HV5500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5500'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 HV5500'DIRECTIONS TO REFERENCE MARKS CHECKED.  DISTANCES DO NOT
 HV5500'AGREE WITH 1942 MEASUREMENTS.  MARKS WERE CAREFULLY MEASURED
 HV5500'TWICE TO BE SURE OF THE CORRECTION OF THIS ERROR.
 HV5500'
 HV5500'STATION IS LOCATED ABOUT 12 MILES NW OF FALMOUTH AND 0.25
 HV5500'MILE NW OF THE FAUQUIER-STAFFORD COUNTY LINE IN THE FARMYARD
 HV5500'OF ANDREW N. COOPER.  IT IS 81 FEET SW OF THE CENTER OF
 HV5500'COUNTY ROAD 616 AND 54 FEET SE OF THE SE CORNER OF THE HOUSE.
 HV5500'IT IS STAMPED CROPP 1942 AND PROJECTS 4 INCHES.
 HV5500'
 HV5500'REFERENCE MARK NO. 1 IS N OF THE STATION, 20 FEET E OF THE
 HV5500'CENTER OF COUNTY ROAD 616.  IT IS STAMPED CROPP NO. 1 1942
 HV5500'AND PROJECTS 4 INCHES.
 HV5500'
 HV5500'REFERENCE MARK NO. 2 IS E OF THE STATION, 30 FEET SW OF THE
 HV5500'CENTER OF COUNTY ROAD 616 AND IN THE E EDGE OF A FIELD.  IT
 HV5500'IS STAMPED CROPP NO. 2 1942 AND PROJECTS 3 INCHES.
 HV5500'
 HV5500'THE AZIMUTH MARK IS E OF THE STATION ON PROPERTY OWNED AND
 HV5500'OCCUPIED BY W.R. COOPER.  IT IS 20 FEET S OF THE CENTER OF
 HV5500'A FARM ROAD AND 1 FOOT W OF A FENCE CORNER.  IT IS STAMPED
 HV5500'CROPP 1942 AND PROJECTS 4 INCHES.  IT IS 0.05 MILE W OF THE
 HV5500'HOME OF MR. COOPER.
 HV5500'
 HV5500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 HV5500'STATE HIGHWAY 17 IN FALMOUTH, GO W ON STATE HIGHWAY 17 FOR
 HV5500'8.0 MILES TO A FORKS AT HEMP (COUNTY ROAD 612), THEN RIGHT
 HV5500'FORK FOR 3.7 MILES TO A FORKS.  THEN RIGHT FORK (COUNTY ROAD
 HV5500'612) FOR 3.15 MILES TO A T-INTERSECTION.  THEN LEFT ON COUNTY
 HV5500'ROAD 616 FOR 1.05 MILES TO THE STATION ON THE LEFT.
 HV5500'
 HV5500'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON A DIRT
 HV5500'ROAD FOR 0.15 MILE TO A FARM ROAD ON THE LEFT.  THEN LEFT
 HV5500'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 HV5500'
 HV5500'A 90-FOOT SIGNAL AT MORRISVILLE IS VISIBLE AT 90 FEET.
 HV5500'
 HV5500'A 103-FOOT SIGNAL AT MIDLAND 1942 IS VISIBLE AT 103 FEET.
 HV5500'
 HV5500'A 77-FOOT SIGNAL AT COUNTY IS VISIBLE AT 64 FEET.
 HV5500'
 HV5500'A 90-FOOT SIGNAL AT DAVID IS VISIBLE AT 90 FEET.
 HV5500'
 HV5500'A 90-FOOT SIGNAL AT ROSEVILLE 1942 IS VISIBLE AT 90 FEET.
 HV5500
 HV5500                          STATION RECOVERY (1964)
 HV5500
 HV5500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5500'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5500'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5500'EXCEPT THE HOUSE NEAR STATION HAS BEEN TORN DOWN.
 HV5500
 HV5500                          STATION RECOVERY (1969)
 HV5500
 HV5500'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5500'STATION AND R.M. 1 WERE RECOVERED.  R.M. 2 WAS NOT RECOVERED.
 HV5500'
 HV5500'STATION COULD NOT BE OCCUPIED UNLESS MUCH CLEARING IS DONE
 HV5500'TO INCLUDE REMOVING BUILDING.
 HV5500
 HV5500                          STATION RECOVERY (1996)
 HV5500
 HV5500'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV5500'MARK NOT FOUND.
 HV5500
 HV5500                          STATION RECOVERY (2000)
 HV5500
 HV5500'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 HV5500'STATION FOUND IN HEAVILY WOODED AREA.  NOT GOOD FOR GPS.
 HV5500
 HV5500                          STATION RECOVERY (2001)
 HV5500
 HV5500'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 HV5500'RECOVERED AS DESCRIBED.  VERY POOR FOR GPS.  CAN ONLY BE OCCUPIED IN
 HV5500'LEAF OFF CONDITIONS.
 HV5500' 
 HV5500' 
 HV5500'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5587 ***********************************************************************
 HV5587  DESIGNATION -  CROSS
 HV5587  PID         -  HV5587
 HV5587  STATE/COUNTY-  VA/FAUQUIER
 HV5587  USGS QUAD   -  SOMERVILLE (1981)
 HV5587
 HV5587                         *CURRENT SURVEY CONTROL
 HV5587  ___________________________________________________________________
 HV5587* NAD 83(1993)-  38 33 43.40850(N)    077 32 08.81825(W)     ADJUSTED  
 HV5587* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 HV5587  ___________________________________________________________________
 HV5587  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HV5587  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV5587
 HV5587  HORZ ORDER  -  SECOND
 HV5587
 HV5587.The horizontal coordinates were established by classical geodetic methods
 HV5587.and adjusted by the National Geodetic Survey in November 1994..
 HV5587
 HV5587.The orthometric height was scaled from a topographic map.
 HV5587
 HV5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5587
 HV5587.The geoid height was determined by GEOID03.
 HV5587
 HV5587;                    North         East     Units Scale Factor Converg.
 HV5587;SPC VA N     - 2,099,828.205 3,584,033.268   MT  0.99994885   +0 36 06.4
 HV5587;SPC VA N     - 6,889,186.37 11,758,615.81   sFT  0.99994885   +0 36 06.4
 HV5587;UTM  18      - 4,271,228.352   279,058.740   MT  1.00020118   -1 34 52.9
 HV5587
 HV5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5587!SPC VA N     -   0.99998468  x   0.99994885  =   0.99993353
 HV5587!UTM  18      -   0.99998468  x   1.00020118  =   1.00018585
 HV5587
 HV5587|---------------------------------------------------------------------|
 HV5587| PID    Reference Object                     Distance      Geod. Az  |
 HV5587|                                                           dddmmss.s |
 HV5587| DC6171 CROSS RM 1                           43.205 METERS 03320     |
 HV5587| DC6172 CROSS RM 2                           27.426 METERS 14224     |
 HV5587| DC6170 CROSS AZ MK                                        2104800.7 |
 HV5587|---------------------------------------------------------------------|
 HV5587
 HV5587                          SUPERSEDED SURVEY CONTROL
 HV5587
 HV5587  NAD 83(1986)-  38 33 43.40913(N)    077 32 08.83047(W) AD(       ) 2
 HV5587  NAD 27      -  38 33 42.96905(N)    077 32 09.88025(W) AD(       ) 2
 HV5587
 HV5587.Superseded values are not recommended for survey control.
 HV5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5587.See file dsdata.txt to determine how the superseded data were derived.
 HV5587
 HV5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7905971228(NAD 83)
 HV5587_MARKER: DS = TRIANGULATION STATION DISK
 HV5587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5587
 HV5587  HISTORY     - Date     Condition        Report By
 HV5587  HISTORY     - 1943     MONUMENTED       CGS
 HV5587  HISTORY     - 1966     MARK NOT FOUND   USGS
 HV5587
 HV5587                          STATION DESCRIPTION
 HV5587
 HV5587'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5587'STATION IS LOCATED AT THE ABANDONED VILLAGE OF DAVID ON THE
 HV5587'QUANTICO MILITARY RESERVATION, 50 FEET E OF THE CENTER LINE OF A
 HV5587'GRAVEL ROAD AND 35 FEET S OF SW CORNER OF AN ABANDONED STORE
 HV5587'BUILDING.  IT IS STAMPED CROSS 1943 AND IS SET FLUSH WITH THE
 HV5587'GROUND.
 HV5587'
 HV5587'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5587'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5587'
 HV5587'REFERENCE MARK NO. 1 IS NE OF THE STATION, 20 FEET S OF A DIRT
 HV5587'ROAD, 28 FEET W OF A MILE HOUSE AND 10 FEET NW OF A LARGE
 HV5587'STUMP.  IT IS STAMPED CROSS NO. 1 1943 AND PROJECTS 4 INCHES.
 HV5587'
 HV5587'REFERENCE MARK NO. 2 IS SE OF THE STATION, 15 FEET E OF THE
 HV5587'CENTER LINE OF A GRAVEL ROAD.  IT IS STAMPED CROSS NO. 2 1943
 HV5587'AND PROJECTS 4 INCHES.
 HV5587'
 HV5587'THE AZIMUTH MARK IS SW OF THE STATION, 3 FEET S OF A WHITE
 HV5587'REFERENCE POST 1 FOOT S OF A FENCE, 15 FEET S OF THE CENTER LINE
 HV5587'OF A GRAVEL ROAD AND PROJECTS 4 INCHES.  IT IS STAMPED CROSS
 HV5587'1943.
 HV5587'
 HV5587'TO REACH THE STATION FROM THE POST OFFICE IN CATLETT, GO
 HV5587'EASTERLY ON ROUTE 233 FOR 6.15 MILES TO A SIDE ROAD LEFT, TURN
 HV5587'LEFT LEAVING BLACKTOP AND GO 1.8 MILES TO A T-ROAD JUNCTION.
 HV5587'TURN RIGHT AND GO 1.15 MILES TO A FORKS AT HEARTS DELIGHT
 HV5587'CHURCH.  TAKE LEFT FORK AND GO 1.1 MILES TO A CROSSROADS AND
 HV5587'ABANDONED STORE ON THE LEFT OF THE ROAD AND STATION SITE.
 HV5587'
 HV5587'TO REACH THE AZIMUTH MARK FROM THE ABANDONED STORE AT THE
 HV5587'CROSSROADS GO S AND E ON GRAVEL ROAD FOR 0.3 MILE TO AZIMUTH
 HV5587'MARK ON THE LEFT.
 HV5587'
 HV5587'90-FOOT SIGNAL AT COUNTY, CROMWELL, DELIGHT, AND DAVID ARE
 HV5587'VISIBLE AT 90 FEET.
 HV5587'
 HV5587'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5587
 HV5587                          STATION RECOVERY (1966)
 HV5587
 HV5587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HV5587'RM 1 RECOVERED.  AREA TORN UP.  AZIMUTH MARK AND RM 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6892 ***********************************************************************
 DF6892  DESIGNATION -  CROSSROADS
 DF6892  PID         -  DF6892
 DF6892  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6892  USGS QUAD   -  BELMONT (1983)
 DF6892
 DF6892                         *CURRENT SURVEY CONTROL
 DF6892  ___________________________________________________________________
 DF6892* NAD 83(1993)-  38 09 30.06008(N)    077 49 25.97240(W)     ADJUSTED  
 DF6892* NAVD 88     -       125.11   (meters)     410.5    (feet)  LEVELING  
 DF6892  ___________________________________________________________________
 DF6892  X           -   1,059,155.811 (meters)                     COMP
 DF6892  Y           -  -4,908,694.108 (meters)                     COMP
 DF6892  Z           -   3,919,336.822 (meters)                     COMP
 DF6892  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DF6892  ELLIP HEIGHT-          92.79  (meters)          (08/08/03) GPS OBS
 DF6892  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF6892
 DF6892  HORZ ORDER  -  FIRST
 DF6892  VERT ORDER  -  THIRD ?
 DF6892  ELLP ORDER  -  FOURTH    CLASS II
 DF6892
 DF6892.The horizontal coordinates were established by GPS observations
 DF6892.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6892
 DF6892.The orthometric height was determined by differential leveling.
 DF6892.The vertical network tie was performed by a horz. field party for horz.
 DF6892.obs reductions. Reset procedures were used to establish the elevation.
 DF6892
 DF6892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6892
 DF6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6892
 DF6892.The ellipsoidal height was determined by GPS observations
 DF6892.and is referenced to NAD 83.
 DF6892
 DF6892.The geoid height was determined by GEOID03.
 DF6892
 DF6892;                    North         East     Units Scale Factor Converg.
 DF6892;SPC VA N     - 2,054,793.963 3,559,255.551   MT  0.99998029   +0 25 19.1
 DF6892;SPC VA N     - 6,741,436.53 11,677,324.25   sFT  0.99998029   +0 25 19.1
 DF6892;UTM  18      - 4,227,153.287   252,580.913   MT  1.00035400   -1 44 44.1
 DF6892
 DF6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6892!SPC VA N     -   0.99998544  x   0.99998029  =   0.99996573
 DF6892!UTM  18      -   0.99998544  x   1.00035400  =   1.00033944
 DF6892
 DF6892                          SUPERSEDED SURVEY CONTROL
 DF6892
 DF6892.No superseded survey control is available for this station.
 DF6892
 DF6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5258127153(NAD 83)
 DF6892_MARKER: DD = SURVEY DISK
 DF6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6892_STAMPING: CROSSROADS 2003
 DF6892_MARK LOGO: VA-177
 DF6892_PROJECTION: PROJECTING 8 CENTIMETERS
 DF6892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6892+STABILITY: SURFACE MOTION
 DF6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6892+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6892
 DF6892  HISTORY     - Date     Condition        Report By
 DF6892  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6892
 DF6892                          STATION DESCRIPTION
 DF6892
 DF6892'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6892'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6892'THE STATION IS
 DF6892'ABOUT 22 MILES SOUTHWEST OF FREDERICKSBURG, ABOUT 13 MILES SOUTHWEST
 DF6892'OF THE
 DF6892'SPOTSYLVANIA COUNTY COURTHOUSE AND 16 MILES SOUTHEAST OF ORANGE.  THE
 DF6892'STATION IS IN
 DF6892'THE NORTHEAST CORNER OF THE INTERSECTION OF STATE ROUTE 612 (STUBBS
 DF6892'BRIDGE ROAD) AND
 DF6892'STATE ROUTE 601 (LAWYERS ROAD).
 DF6892' 
 DF6892'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6892'ROAD) AND US
 DF6892'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6892'ROUTE 606 FOR
 DF6892'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6892'ON STATE ROUTE 208
 DF6892'FOR 5.3 KM (3.3 MILES) AN INTERSECTION.  CONTINUE NORTHWESTERLY ON
 DF6892'STATE ROUTE 606 (POST
 DF6892'OAK ROAD) FOR 7.7 KM (4.8 MILES) TO ITS INTERSECTION WITH STATE ROUTE
 DF6892'659 (LANES CORNER
 DF6892'ROAD).  CONTINUE NORTHWESTERLY ON STATE ROUTE 606 FOR 6.4 KM (4.0
 DF6892'MILES) TO AN
 DF6892'INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON STATE ROUTE 612 (STUBBS
 DF6892'BRIDGE ROAD) FOR
 DF6892'5.1 KM (3.2 MILES) TO THE STATION ON THE RIGHT.
 DF6892' 
 DF6892'THE STATION IS 27.6 METERS (90.5 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF6892'285 DEGREES) OF
 DF6892'BENCH MARK E 114, 19.8 METERS (65.0 FEET) SOUTHWEST (MAGNETIC BEARING
 DF6892'OF 210 DEGREES) OF A
 DF6892'FLAG POLE, 18.3 METERS (60.0 FEET)  NORTHWEST OF THE CENTERLINE OF
 DF6892'STUBBS BRIDGE ROAD
 DF6892'(STATE ROUTE 612), 16.5 METERS (54.0 FEET) NORTHEAST (MAGNETIC BEARING
 DF6892'OF 60 DEGREES) OF A
 DF6892'TELEPHONE PEDESTAL WITH THE NUMBER 29-4L/14-8, 13.7 METERS (45.0 FEET)
 DF6892'NORTHEAST
 DF6892'(MAGNETIC BEARING OF 290 DEGREES) FROM A STOP SIGN, 8.4 METERS (27.5
 DF6892'FEET) SOUTHEAST
 DF6892'(MAGNETIC BEARING OF 160 DEGREES) OF A UTILITY POLE WITH THE NUMBER
 DF6892'409-72-270-431, AND 3.7
 DF6892'METERS (12.0 FEET) EAST OF THE EDGE OF PAVEMENT OF LAWYERS ROAD (STATE
 DF6892'ROUTE 601).  THE
 DF6892'STATION IS AN 18 INCH BY 18 INCH CONCRETE PILLAR WITH A 3-1/2 INCH
 DF6892'SPOTSYLVANIA COUNTY, VA,
 DF6892'ALUMINUM SURVEY DISK PROJECTING 3 INCHES ABOVE THE GROUND SURFACE AND
 DF6892'STAMPED
 DF6892'CROSSROADS 2003.
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892' 
 DF6892'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1240 ***********************************************************************
 FW1240  DESIGNATION -  CROSSROADS 1953
 FW1240  PID         -  FW1240
 FW1240  STATE/COUNTY-  VA/ACCOMACK
 FW1240  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1240
 FW1240                         *CURRENT SURVEY CONTROL
 FW1240  ___________________________________________________________________
 FW1240* NAD 83(1993)-  37 43 32.52495(N)    075 45 21.31326(W)     ADJUSTED  
 FW1240* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FW1240  ___________________________________________________________________
 FW1240  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 FW1240  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FW1240
 FW1240  HORZ ORDER  -  THIRD
 FW1240
 FW1240.The horizontal coordinates were established by classical geodetic methods
 FW1240.and adjusted by the National Geodetic Survey in November 1994..
 FW1240
 FW1240.The orthometric height was scaled from a topographic map.
 FW1240
 FW1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1240
 FW1240.The geoid height was determined by GEOID03.
 FW1240
 FW1240;                    North         East     Units Scale Factor Converg.
 FW1240;SPC VA S     - 1,158,036.080 3,741,871.674   MT  0.99996489   +1 39 55.6
 FW1240;SPC VA S     - 3,799,323.37 12,276,457.32   sFT  0.99996489   +1 39 55.6
 FW1240;UTM  18      - 4,175,650.619   433,385.283   MT  0.99965466   -0 27 45.2
 FW1240
 FW1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1240!SPC VA S     -   1.00000513  x   0.99996489  =   0.99997002
 FW1240!UTM  18      -   1.00000513  x   0.99965466  =   0.99965979
 FW1240
 FW1240:                Primary Azimuth Mark                     Grid Az
 FW1240:SPC VA S     -  HALE 1953                                035 09 16.8
 FW1240:UTM  18      -  HALE 1953                                037 16 57.6
 FW1240
 FW1240|---------------------------------------------------------------------|
 FW1240| PID    Reference Object                     Distance      Geod. Az  |
 FW1240|                                                           dddmmss.s |
 FW1240| FW1245 HALE 1953                           APPROX. 0.9 KM 0364912.4 |
 FW1240| FW1254 LE 28 1953                          264.889 METERS 31534     |
 FW1240|---------------------------------------------------------------------|
 FW1240
 FW1240                          SUPERSEDED SURVEY CONTROL
 FW1240
 FW1240  NAD 83(1993)-  37 43 32.52959(N)    075 45 21.32982(W) AD(       ) 3
 FW1240  NAD 83(1986)-  37 43 32.52241(N)    075 45 21.34981(W) AD(       ) 3
 FW1240  NAD 27      -  37 43 32.04800(N)    075 45 22.60900(W) AD(       ) 3
 FW1240
 FW1240.Superseded values are not recommended for survey control.
 FW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1240.See file dsdata.txt to determine how the superseded data were derived.
 FW1240
 FW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3338575651(NAD 83)
 FW1240_MARKER: DE = TRAVERSE STATION DISK
 FW1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1240+STABILITY: SURFACE MOTION
 FW1240
 FW1240  HISTORY     - Date     Condition        Report By
 FW1240  HISTORY     - 1953     MONUMENTED       CGS
 FW1240  HISTORY     - 1970     GOOD             NGS
 FW1240
 FW1240                          STATION DESCRIPTION
 FW1240
 FW1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1240'STATION IS LOCATED S OF THE INTERSECTION OF HIGHWAYS 653 AND
 FW1240'654, ABOUT 1 MI. (AIRLINE) NW OF ONANCOCK, 90 FT. S OF THE
 FW1240'CENTERLINE OF THE INTERSECTION OF THE CROSS ROADS, 87 FT. S OF
 FW1240'THE S EDGE OF THE PAVEMENT OF HIGHWAY 653, ON LINE WITH THE W
 FW1240'EDGE OF HIGHWAY 654, 17.5 FT. W OF A BLAZED 6-IN. OAK TREE,
 FW1240'10 FT. E OF THE E EDGE OF A CULTIVATED FIELD, AND 4 FT. S OF A
 FW1240'10-IN. BLAZED PINE TREE.  IT IS A STANDARD TRAVERSE-STATION
 FW1240'DISK, STAMPED CROSSROADS 1953 AND SET IN THE TOP OF A 7-IN.
 FW1240'SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 FW1240'GROUND.
 FW1240'
 FW1240'TO REACH THE STATION FROM ONANCOCK, TAKE HIGHWAY 658 AND GO
 FW1240'N FOR 0.75 MI. TO HIGHWAY 653, GO W ON HIGHWAY 653 FOR 0.7 MI.
 FW1240'TO THE JUNCTION OF HIGHWAYS 653 AND 654 AND THE STATION S OF
 FW1240'THE JUNCTION.
 FW1240'
 FW1240'STATION HALE IS 2926.49 FT. N 35 DEG 09 MIN E.
 FW1240'
 FW1240'THIS IS A TRAVERSE STATION.
 FW1240
 FW1240                          STATION RECOVERY (1970)
 FW1240
 FW1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FW1240'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FW1240'
 FW1240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 FW1240'NORTHWEST OF ONANCOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8380 ***********************************************************************
 HV8380  DESIGNATION -  CROSSWOODS
 HV8380  PID         -  HV8380
 HV8380  STATE/COUNTY-  VA/FAIRFAX
 HV8380  USGS QUAD   -  FALLS CHURCH (1994)
 HV8380
 HV8380                         *CURRENT SURVEY CONTROL
 HV8380  ___________________________________________________________________
 HV8380* NAD 83(1993)-  38 54 47.76539(N)    077 10 30.83724(W)     ADJUSTED  
 HV8380* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 HV8380  ___________________________________________________________________
 HV8380  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HV8380  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8380
 HV8380  HORZ ORDER  -  SECOND
 HV8380
 HV8380.The horizontal coordinates were established by classical geodetic methods
 HV8380.and adjusted by the National Geodetic Survey in November 1994..
 HV8380
 HV8380.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8380
 HV8380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8380
 HV8380.The geoid height was determined by GEOID03.
 HV8380
 HV8380;                    North         East     Units Scale Factor Converg.
 HV8380;SPC VA N     - 2,139,202.036 3,614,891.420   MT  0.99996168   +0 49 36.5
 HV8380;SPC VA N     - 7,018,365.35 11,859,856.27   sFT  0.99996168   +0 49 36.5
 HV8380;SPC MD       -   138,392.762   384,802.487   MT  0.99995006   -0 06 35.9
 HV8380;SPC MD       -   454,043.59  1,262,472.83   sFT  0.99995006   -0 06 35.9
 HV8380;UTM  18      - 4,309,401.305   311,403.402   MT  1.00003800   -1 22 00.3
 HV8380
 HV8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8380!SPC VA N     -   0.99999043  x   0.99996168  =   0.99995212
 HV8380!SPC MD       -   0.99999043  x   0.99995006  =   0.99994050
 HV8380!UTM  18      -   0.99999043  x   1.00003800  =   1.00002843
 HV8380
 HV8380                          SUPERSEDED SURVEY CONTROL
 HV8380
 HV8380  NAD 83(1993)-  38 54 47.76441(N)    077 10 30.83921(W) AD(       ) 2
 HV8380  NAD 83(1986)-  38 54 47.76443(N)    077 10 30.84866(W) AD(       ) 2
 HV8380  NGVD 29 (01/12/90)   93.0    (m)          305.     (f) VERT ANG       
 HV8380
 HV8380.Superseded values are not recommended for survey control.
 HV8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8380.See file dsdata.txt to determine how the superseded data were derived.
 HV8380
 HV8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1140309401(NAD 83)
 HV8380_MARKER: S = SPIKE
 HV8380_SETTING: 0 = UNSPECIFIED SETTING
 HV8380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8380
 HV8380  HISTORY     - Date     Condition        Report By
 HV8380  HISTORY     - 1977     MONUMENTED       VA-059
 HV8380
 HV8380                          STATION DESCRIPTION
 HV8380
 HV8380'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8380'THE STATION IS LOCATED 1.58 MILES FROM MCLEAN, 2.18 MILES FROM FALLS
 HV8380'CHURCH CITY AND 3.03 MILES FROM TYSONS CORNERS, ALSO SEE FAIRFAX
 HV8380'COUNTY TAX MAP 40-2.
 HV8380'
 HV8380'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPARTMENT CO. 1
 HV8380'AT 1440 CHAIN BRIDGE ROAD PROCEED 0.4 MILES TO WESTMORELAND STREET ON
 HV8380'LEFT, TURN ON WESTMORELAND STREET AND PROCEED FOR 1.3 MILES TO
 HV8380'STATION ON THE RIGHT SET IN THE ASPHALT NEAR THE END OF WIDENING.
 HV8380'
 HV8380'THE STATION IS A R.R. SPIKE SET IN THE ASPHALT LOCATED 18 FEET SW FROM
 HV8380'CENTER LINE OF WESTMORELAND STREET.
 HV8380'
 HV8380'REFERENCE MARK NO. 1 IS A P.K. NAIL AND FLAGGING IN C AND P POLE
 HV8380'751/2 LOCATED 42 FEET SW FROM CENTER LINE OF WESTMORELAND STREET.
 HV8380'
 HV8380'REFERENCE MARK NO. 2 IS A P.K. NAIL IN CONCRETE CURB LOCATED 39 FEET
 HV8380'SW FROM CENTER LINE OF WESTMORELAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5141 ***********************************************************************
 GV5141  DESIGNATION -  CROW
 GV5141  PID         -  GV5141
 GV5141  STATE/COUNTY-  VA/KING WILLIAM
 GV5141  USGS QUAD   -  TUNSTALL (1984)
 GV5141
 GV5141                         *CURRENT SURVEY CONTROL
 GV5141  ___________________________________________________________________
 GV5141* NAD 83(1993)-  37 37 30.27421(N)    077 06 37.76914(W)     ADJUSTED  
 GV5141* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5141  ___________________________________________________________________
 GV5141  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 GV5141  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GV5141
 GV5141  HORZ ORDER  -  THIRD
 GV5141
 GV5141.The horizontal coordinates were established by classical geodetic methods
 GV5141.and adjusted by the National Geodetic Survey in November 1994..
 GV5141
 GV5141.The orthometric height was scaled from a topographic map.
 GV5141
 GV5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5141
 GV5141.The geoid height was determined by GEOID03.
 GV5141
 GV5141;                    North         East     Units Scale Factor Converg.
 GV5141;SPC VA S     - 1,144,255.210 3,622,652.786   MT  0.99995548   +0 50 36.0
 GV5141;SPC VA S     - 3,754,110.63 11,885,320.02   sFT  0.99995548   +0 50 36.0
 GV5141;UTM  18      - 4,166,312.407   313,754.282   MT  1.00002727   -1 17 19.7
 GV5141
 GV5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5141!SPC VA S     -   1.00000516  x   0.99995548  =   0.99996064
 GV5141!UTM  18      -   1.00000516  x   1.00002727  =   1.00003243
 GV5141
 GV5141|---------------------------------------------------------------------|
 GV5141| PID    Reference Object                     Distance      Geod. Az  |
 GV5141|                                                           dddmmss.s |
 GV5141| DB6927 CROW RM 3                             8.171 METERS 03517     |
 GV5141| GV5148 FIELD                               APPROX. 0.5 KM 0904522.0 |
 GV5141| GV5137 BUZ                                 219.110 METERS 13116     |
 GV5141| GV5182 NOTICE ON POINT                     107.896 METERS 25507     |
 GV5141| DB6925 CROW RM 1                             8.863 METERS 28646     |
 GV5141| DB6926 CROW RM 2                             4.420 METERS 34005     |
 GV5141|---------------------------------------------------------------------|
 GV5141
 GV5141                          SUPERSEDED SURVEY CONTROL
 GV5141
 GV5141  NAD 83(1986)-  37 37 30.27555(N)    077 06 37.78757(W) AD(       ) 3
 GV5141  NAD 27      -  37 37 29.71300(N)    077 06 38.76800(W) AD(       ) 3
 GV5141
 GV5141.Superseded values are not recommended for survey control.
 GV5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5141.See file dsdata.txt to determine how the superseded data were derived.
 GV5141
 GV5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1375466312(NAD 83)
 GV5141_MARKER: P = PIPE CAP
 GV5141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5141_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5141
 GV5141  HISTORY     - Date     Condition        Report By
 GV5141  HISTORY     - 1912     MONUMENTED       CGS
 GV5141  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5141  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV5141
 GV5141                          STATION DESCRIPTION
 GV5141
 GV5141'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5141'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV5141'ABOUT 625 METERS BELOW NORTHBURY LOWER LANDING AND ABOUT 66
 GV5141'METERS BELOW THE CENTER OF THE MOUTH OF BROAD CREEK ENTERING
 GV5141'THE RIVER AT THE LEFT BANK, 3-1/2 METERS BACK FROM HIGH WATER
 GV5141'AND GRASS LINE AND AT ABOUT THE ELEVATION OF HIGH TIDE.
 GV5141'
 GV5141'STATION IS MARKED BY AN IRON PIPE 3 INCHES IN DIAMETER AND
 GV5141'3 FEET LONG, FILLED WITH AND SET IN CEMENT, CARRYING A BRASS
 GV5141'CAP ON TOP, STANDING 2 INCHES ABOVE SURFACE, SET DIRECTLY IN
 GV5141'FRONT OF A MARSHY PLACE REACHING BACK INTO WOODS.
 GV5141'
 GV5141'REFERENCE MARK NO. 1 IS HEAD OF A 12-PENNY NAIL IN LARGE
 GV5141'TRIANGLE CUT ON 14-INCH ASH, DISTANT 8.863 METERS ON LINE 196
 GV5141'DEG 01 MIN 03 SEC TO RIGHT OF STATION FIELD.
 GV5141'
 GV5141'REFERENCE MARK NO. 2 IS NAIL IN LARGE TRIANGLE, ONE FOOT ON
 GV5141'A SIDE, AT BASE OF TWIN ASH, DISTANT 4.420 METERS ON LINE
 GV5141'249 DEG 19 MIN 29 SEC TO RIGHT OF STATION FIELD.
 GV5141'
 GV5141'REFERENCE MARK NO. 3 IS NAIL IN LARGE TRIANGLE CUT AT BASE OF
 GV5141'11-INCH ASH, DISTANT 8.111 METERS ON LINE 304 DEG 32 MIN 03 SEC
 GV5141'TO RIGHT OF LINE TO STATION FIELD.
 GV5141
 GV5141                          STATION RECOVERY (1999)
 GV5141
 GV5141'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5141'MARK NOT FOUND.
 GV5141
 GV5141                          STATION RECOVERY (2002)
 GV5141
 GV5141'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1003 ***********************************************************************
 HW1003  DESIGNATION -  CROZET
 HW1003  PID         -  HW1003
 HW1003  STATE/COUNTY-  VA/ALBEMARLE
 HW1003  USGS QUAD   -  CROZET (1987)
 HW1003
 HW1003                         *CURRENT SURVEY CONTROL
 HW1003  ___________________________________________________________________
 HW1003* NAD 83(1993)-  38 04 06.02917(N)    078 40 01.42517(W)     ADJUSTED  
 HW1003* NAVD 88     -       207.522  (meters)     680.85   (feet)  ADJUSTED  
 HW1003  ___________________________________________________________________
 HW1003  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HW1003  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW1003  DYNAMIC HT  -         207.376 (meters)     680.37  (feet)  COMP
 HW1003  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HW1003
 HW1003  HORZ ORDER  -  THIRD
 HW1003  VERT ORDER  -  SECOND    CLASS 0
 HW1003
 HW1003.The horizontal coordinates were established by classical geodetic methods
 HW1003.and adjusted by the National Geodetic Survey in November 1994..
 HW1003
 HW1003.The orthometric height was determined by differential leveling
 HW1003.and adjusted by the National Geodetic Survey in June 1991..
 HW1003
 HW1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1003
 HW1003.The geoid height was determined by GEOID03.
 HW1003
 HW1003.The dynamic height is computed by dividing the NAVD 88
 HW1003.geopotential number by the normal gravity value computed on the
 HW1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1003.degrees latitude (g = 980.6199 gals.).
 HW1003
 HW1003.The modeled gravity was interpolated from observed gravity values.
 HW1003
 HW1003;                    North         East     Units Scale Factor Converg.
 HW1003;SPC VA S     - 1,192,564.265 3,485,339.826   MT  1.00002014   -0 06 05.0
 HW1003;SPC VA S     - 3,912,604.59 11,434,819.08   sFT  1.00002014   -0 06 05.0
 HW1003;UTM  17      - 4,215,967.493   704,649.131   MT  1.00011584   +1 26 20.4
 HW1003
 HW1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1003!SPC VA S     -   0.99997254  x   1.00002014  =   0.99999268
 HW1003!UTM  17      -   0.99997254  x   1.00011584  =   1.00008838
 HW1003
 HW1003:                Primary Azimuth Mark                     Grid Az
 HW1003:SPC VA S     -  CROZET AZ MK                             095 49 09.8
 HW1003:UTM  17      -  CROZET AZ MK                             094 16 44.4
 HW1003
 HW1003|---------------------------------------------------------------------|
 HW1003| PID    Reference Object                     Distance      Geod. Az  |
 HW1003|                                                           dddmmss.s |
 HW1003| HW1001 CROZET AZ MK                                       0954304.8 |
 HW1003| HW1004 CROZET RM 2                          15.979 METERS 26554     |
 HW1003| HW1002 CROZET RM 1                           9.198 METERS 33759     |
 HW1003|---------------------------------------------------------------------|
 HW1003
 HW1003                          SUPERSEDED SURVEY CONTROL
 HW1003
 HW1003  NAD 83(1986)-  38 04 06.02891(N)    078 40 01.42011(W) AD(       ) 3
 HW1003  NAD 27      -  38 04 05.52720(N)    078 40 02.35100(W) AD(       ) 3
 HW1003  NGVD 29 (??/??/92)  207.742  (m)          681.57   (f) ADJ UNCH    2 0
 HW1003
 HW1003.Superseded values are not recommended for survey control.
 HW1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1003.See file dsdata.txt to determine how the superseded data were derived.
 HW1003
 HW1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0464915967(NAD 83)
 HW1003_MARKER: DS = TRIANGULATION STATION DISK
 HW1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1003_STAMPING: CROZET 1958
 HW1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1003+STABILITY: SURFACE MOTION
 HW1003
 HW1003  HISTORY     - Date     Condition        Report By
 HW1003  HISTORY     - 1958     MONUMENTED       CGS
 HW1003  HISTORY     - 1958     GOOD             CGS
 HW1003  HISTORY     - 1961     GOOD             VADH
 HW1003
 HW1003                          STATION DESCRIPTION
 HW1003
 HW1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW1003'STATION IS LOCATED ABOUT 9.5 MILES WEST-NORTHWEST OF CHARLOTTESVILLE,
 HW1003'2.0 MILES EAST OF CROZET, 0.1 MILE SOUTH OF STATE HIGHWAY 240,
 HW1003'ON THE NORTH SIDE OF A CULTIVATED FIELD AND ON THE SOUTH
 HW1003'SIDE OF THE FENCE AROUND THE HOUSE OF DR. ISABELLA HARRISON
 HW1003'WHO OWNS THE PROPERTY.
 HW1003'
 HW1003'STATION, STAMPED CROZET 1958, SET FLUSH WITH THE SURFACE
 HW1003'OF THE GROUND, IS 3.0 FEET SOUTH OF THE FENCE, 5.7 FEET NORTH
 HW1003'OF THE CENTERLINE OF TRACK ROAD AND 108 FEET SOUTH OF THE
 HW1003'SOUTHWEST CORNER OF THE HOUSE.
 HW1003'
 HW1003'R.M. 1, STAMPED CROZET NO 1 1958, SET FLUSH WITH THE SURFACE
 HW1003'OF THE GROUND, IS 80.0 FEET SOUTH OF THE SOUTHWEST CORNER
 HW1003'OF THE HOUSE, 25.6 FEET NORTH OF THE FENCE AND ABOUT THE
 HW1003'SAME ELEVATION AS THE STATION.
 HW1003'
 HW1003'R.M. 2, STAMPED CROZET NO 2 1958, SET FLUSH WITH THE SURFACE
 HW1003'OF THE GROUND, IS 1.2 FEET SOUTH OF THE FENCE, 7.0 FEET
 HW1003'NORTH OF THE CENTERLINE OF TRACK ROAD AND IS ABOUT THE SAME
 HW1003'ELEVATION AS THE STATION.
 HW1003'
 HW1003'AZIMUTH MARK, STAMPED CROZET 1958, SET FLUSH WITH THE SURFACE
 HW1003'OF THE GROUND, IS 22.9 FEET SOUTH OF THE CENTERLINE OF STATE
 HW1003'HIGHWAY 240, 2.0 FEET WEST OF A SHEET METAL WITNESS POST
 HW1003'AND 1.0 FOOT WEST OF THE FENCE LINE.
 HW1003'
 HW1003'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250
 HW1003'AND STATE HIGHWAY 240, (THIS IS ABOUT 8.0 MILES WEST OF
 HW1003'CHARLOTTESVILLE.) GO WESTERLY ON STATE HIGHWAY 240 FOR
 HW1003'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON STATE
 HW1003'HIGHWAY 240 FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN
 HW1003'LEFT, GO SOUTH AND WEST FOR 0.15 MILE TO THE HOUSE ON THE
 HW1003'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 HW1003'
 HW1003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW1003
 HW1003                          STATION RECOVERY (1958)
 HW1003
 HW1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HW1003'2.1 MI E FROM CROZET.
 HW1003'2.0 MILES EAST ON STATE HIGHWAY 240 FROM THE RAILROAD DEPOT IN
 HW1003'CROZET, THENCE RIGHT FOR 0.15 MILE ON PRIVATE DRIVEWAY OF DR.
 HW1003'ISABELLA HARRISON, 108 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HW1003'HARRISON HOUSE, 5.7 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD
 HW1003'AND 3 FEET SOUTH OF A BOARD FENCE.  SET IN A CONCRETE POST LEVEL
 HW1003'WITH THE GROUND.
 HW1003
 HW1003                          STATION RECOVERY (1961)
 HW1003
 HW1003'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 HW1003'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1001 ***********************************************************************
 HW1001  DESIGNATION -  CROZET AZ MK
 HW1001  PID         -  HW1001
 HW1001  STATE/COUNTY-  VA/ALBEMARLE
 HW1001  USGS QUAD   -  CROZET (1987)
 HW1001
 HW1001                         *CURRENT SURVEY CONTROL
 HW1001  ___________________________________________________________________
 HW1001* NAD 83(1986)-  38 04 04.     (N)    078 39 37.     (W)     SCALED    
 HW1001* NAVD 88     -       195.182  (meters)     640.36   (feet)  ADJUSTED  
 HW1001  ___________________________________________________________________
 HW1001  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW1001  DYNAMIC HT  -         195.044 (meters)     639.91  (feet)  COMP
 HW1001  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 HW1001
 HW1001  VERT ORDER  -  SECOND    CLASS 0
 HW1001
 HW1001.The horizontal coordinates were scaled from a topographic map and have
 HW1001.an estimated accuracy of +/- 6 seconds.
 HW1001
 HW1001.The orthometric height was determined by differential leveling
 HW1001.and adjusted by the National Geodetic Survey in June 1991..
 HW1001
 HW1001.The geoid height was determined by GEOID03.
 HW1001
 HW1001.The dynamic height is computed by dividing the NAVD 88
 HW1001.geopotential number by the normal gravity value computed on the
 HW1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1001.degrees latitude (g = 980.6199 gals.).
 HW1001
 HW1001.The modeled gravity was interpolated from observed gravity values.
 HW1001
 HW1001;                    North         East    Units  Estimated Accuracy
 HW1001;SPC VA S     - 1,192,500.    3,485,940.      MT  (+/- 180 meters Scaled)
 HW1001
 HW1001                          SUPERSEDED SURVEY CONTROL
 HW1001
 HW1001  NGVD 29 (??/??/92)  195.403  (m)          641.08   (f) ADJ UNCH    2 0
 HW1001
 HW1001.Superseded values are not recommended for survey control.
 HW1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1001.See file dsdata.txt to determine how the superseded data were derived.
 HW1001
 HW1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC052159(NAD 83)
 HW1001_MARKER: DZ = AZIMUTH MARK DISK
 HW1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1001_STAMPING: CROZET 1958
 HW1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1001+STABILITY: SURFACE MOTION
 HW1001
 HW1001  HISTORY     - Date     Condition        Report By
 HW1001  HISTORY     - 1958     MONUMENTED       CGS
 HW1001
 HW1001                          STATION DESCRIPTION
 HW1001
 HW1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1001'2.3 MI E FROM CROZET.
 HW1001'2.3 MILES EAST ON STATE HIGHWAY 240 FROM THE RAILROAD DEPOT AT
 HW1001'CROZET, 0.3 MILE EAST OF THE DR. ISABELLA HARRISON RESIDENCE, 23
 HW1001'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A
 HW1001'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.  SET IN A CONCRETE
 HW1001'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1002 ***********************************************************************
 HW1002  DESIGNATION -  CROZET RM 1
 HW1002  PID         -  HW1002
 HW1002  STATE/COUNTY-  VA/ALBEMARLE
 HW1002  USGS QUAD   -  CROZET (1987)
 HW1002
 HW1002                         *CURRENT SURVEY CONTROL
 HW1002  ___________________________________________________________________
 HW1002* NAD 83(1986)-  38 04 05.     (N)    078 40 01.     (W)     SCALED    
 HW1002* NAVD 88     -       208.005  (meters)     682.43   (feet)  ADJUSTED  
 HW1002  ___________________________________________________________________
 HW1002  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW1002  DYNAMIC HT  -         207.858 (meters)     681.95  (feet)  COMP
 HW1002  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HW1002
 HW1002  VERT ORDER  -  SECOND    CLASS 0
 HW1002
 HW1002.The horizontal coordinates were scaled from a topographic map and have
 HW1002.an estimated accuracy of +/- 6 seconds.
 HW1002
 HW1002.The orthometric height was determined by differential leveling
 HW1002.and adjusted by the National Geodetic Survey in June 1991..
 HW1002
 HW1002.The geoid height was determined by GEOID03.
 HW1002
 HW1002.The dynamic height is computed by dividing the NAVD 88
 HW1002.geopotential number by the normal gravity value computed on the
 HW1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1002.degrees latitude (g = 980.6199 gals.).
 HW1002
 HW1002.The modeled gravity was interpolated from observed gravity values.
 HW1002
 HW1002;                    North         East    Units  Estimated Accuracy
 HW1002;SPC VA S     - 1,192,530.    3,485,350.      MT  (+/- 180 meters Scaled)
 HW1002
 HW1002                          SUPERSEDED SURVEY CONTROL
 HW1002
 HW1002  NGVD 29 (??/??/92)  208.226  (m)          683.15   (f) ADJ UNCH    2 0
 HW1002
 HW1002.Superseded values are not recommended for survey control.
 HW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1002.See file dsdata.txt to determine how the superseded data were derived.
 HW1002
 HW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC046159(NAD 83)
 HW1002_MARKER: DR = REFERENCE MARK DISK
 HW1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1002_STAMPING: CROZET NO 1 1958
 HW1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1002+STABILITY: SURFACE MOTION
 HW1002
 HW1002  HISTORY     - Date     Condition        Report By
 HW1002  HISTORY     - 1958     MONUMENTED       CGS
 HW1002
 HW1002                          STATION DESCRIPTION
 HW1002
 HW1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1002'2.1 MI E FROM CROZET.
 HW1002'2.0 MILES EAST ON STATE HIGHWAY 240 FROM THE RAILROAD DEPOT AT
 HW1002'CROZET, THENCE RIGHT FOR 0.15 MILE ON PRIVATE DRIVEWAY OF DR.
 HW1002'ISABELLA HARRISON, 80 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HW1002'HARRISON HOUSE, 30 FEET NORTH NORTHWEST OF THE STATION, AND 25.6
 HW1002'FEET NORTH OF A BOARD FENCE.  SET IN A CONCRETE POST LEVEL WITH
 HW1002'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1004 ***********************************************************************
 HW1004  DESIGNATION -  CROZET RM 2
 HW1004  PID         -  HW1004
 HW1004  STATE/COUNTY-  VA/ALBEMARLE
 HW1004  USGS QUAD   -  CROZET (1987)
 HW1004
 HW1004                         *CURRENT SURVEY CONTROL
 HW1004  ___________________________________________________________________
 HW1004* NAD 83(1986)-  38 04 05.     (N)    078 40 01.     (W)     SCALED    
 HW1004* NAVD 88     -       207.741  (meters)     681.56   (feet)  ADJUSTED  
 HW1004  ___________________________________________________________________
 HW1004  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW1004  DYNAMIC HT  -         207.594 (meters)     681.08  (feet)  COMP
 HW1004  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HW1004
 HW1004  VERT ORDER  -  SECOND    CLASS 0
 HW1004
 HW1004.The horizontal coordinates were scaled from a topographic map and have
 HW1004.an estimated accuracy of +/- 6 seconds.
 HW1004
 HW1004.The orthometric height was determined by differential leveling
 HW1004.and adjusted by the National Geodetic Survey in June 1991..
 HW1004
 HW1004.The geoid height was determined by GEOID03.
 HW1004
 HW1004.The dynamic height is computed by dividing the NAVD 88
 HW1004.geopotential number by the normal gravity value computed on the
 HW1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1004.degrees latitude (g = 980.6199 gals.).
 HW1004
 HW1004.The modeled gravity was interpolated from observed gravity values.
 HW1004
 HW1004;                    North         East    Units  Estimated Accuracy
 HW1004;SPC VA S     - 1,192,530.    3,485,350.      MT  (+/- 180 meters Scaled)
 HW1004
 HW1004                          SUPERSEDED SURVEY CONTROL
 HW1004
 HW1004  NGVD 29 (??/??/92)  207.961  (m)          682.29   (f) ADJ UNCH    2 0
 HW1004
 HW1004.Superseded values are not recommended for survey control.
 HW1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1004.See file dsdata.txt to determine how the superseded data were derived.
 HW1004
 HW1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC046159(NAD 83)
 HW1004_MARKER: DR = REFERENCE MARK DISK
 HW1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1004_STAMPING: CROZET NO 2 1958
 HW1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1004+STABILITY: SURFACE MOTION
 HW1004
 HW1004  HISTORY     - Date     Condition        Report By
 HW1004  HISTORY     - 1958     MONUMENTED       CGS
 HW1004
 HW1004                          STATION DESCRIPTION
 HW1004
 HW1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1004'2.1 MI E FROM CROZET.
 HW1004'2.0 MILES EAST ON STATE HIGHWAY 240 FROM THE RAILROAD DEPOT AT
 HW1004'CROZET, THENCE RIGHT ON PRIVATE DRIVEWAY OF DR. ISABELLA HARRISON
 HW1004'FOR 0.15 MILE, 52.4 FEET WEST NORTHWEST OF THE STATION, 7 FEET
 HW1004'NORTH OF THE CENTERLINE OF A FIELD ROAD AND 1.2 FEET SOUTH OF A
 HW1004'BOARD FENCE.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5843 ***********************************************************************
 GV5843  DESIGNATION -  CROZIER VIRGINIA STATE FARM TK
 GV5843  PID         -  GV5843
 GV5843  STATE/COUNTY-  VA/GOOCHLAND
 GV5843  USGS QUAD   -  PERKINSVILLE (1987)
 GV5843
 GV5843                         *CURRENT SURVEY CONTROL
 GV5843  ___________________________________________________________________
 GV5843* NAD 83(1993)-  37 38 55.38914(N)    077 50 04.19052(W)     ADJUSTED  
 GV5843* NAVD 88     -                                                        
 GV5843  ___________________________________________________________________
 GV5843  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 GV5843  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV5843
 GV5843  HORZ ORDER  -  THIRD
 GV5843
 GV5843.The horizontal coordinates were established by classical geodetic methods
 GV5843.and adjusted by the National Geodetic Survey in November 1994..
 GV5843
 GV5843
 GV5843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5843
 GV5843.The geoid height was determined by GEOID03.
 GV5843
 GV5843;                    North         East     Units Scale Factor Converg.
 GV5843;SPC VA S     - 1,146,183.560 3,558,727.468   MT  0.99995741   +0 24 14.1
 GV5843;SPC VA S     - 3,760,437.23 11,675,591.70   sFT  0.99995741   +0 24 14.1
 GV5843;UTM  18      - 4,170,620.908   249,930.182   MT  1.00037033   -1 43 56.1
 GV5843
 GV5843                          SUPERSEDED SURVEY CONTROL
 GV5843
 GV5843  NAD 83(1986)-  37 38 55.39590(N)    077 50 04.20968(W) AD(       ) 4
 GV5843  NAD 27      -  37 38 54.86600(N)    077 50 05.22600(W) AD(       ) 3
 GV5843
 GV5843.Superseded values are not recommended for survey control.
 GV5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5843.See file dsdata.txt to determine how the superseded data were derived.
 GV5843
 GV5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG4993070621(NAD 83)
 GV5843_MARKER: 51 = TANK
 GV5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5843+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 GV5843
 GV5843  HISTORY     - Date     Condition        Report By
 GV5843  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV5843  HISTORY     - 19980221 GOOD             USPSQD
 GV5843  HISTORY     - 20030109 GOOD             USPSQD
 GV5843  HISTORY     - 20060319 GOOD             GEOCAC
 GV5843
 GV5843                          STATION DESCRIPTION
 GV5843
 GV5843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV5843'THE STATION IS THE CENTER OF THE TOP OF THE 155 FOOT HIGH
 GV5843'SILVER COLORED STEEL TANK LOCATED AT THE VIRGINIA STATE FARM,
 GV5843'3 MILES SOUTH OF THE GOOCHLAND POST OFFICE AND 2 MILES NORTHWEST
 GV5843'OF CROZIER ON STATE HIGHWAY 6.
 GV5843
 GV5843                          STATION RECOVERY (1998)
 GV5843
 GV5843'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5843'RECOVERED IN GOOD CONDITION.
 GV5843
 GV5843                          STATION RECOVERY (2003)
 GV5843
 GV5843'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV5843'RECOVERED IN GOOD CONDITION.
 GV5843
 GV5843                          STATION RECOVERY (2006)
 GV5843
 GV5843'RECOVERY NOTE BY GEOCACHING 2006 (BRW)
 GV5843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1686 ***********************************************************************
 GV1686  DESIGNATION -  CRUMP
 GV1686  PID         -  GV1686
 GV1686  STATE/COUNTY-  VA/NEW KENT
 GV1686  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1686
 GV1686                         *CURRENT SURVEY CONTROL
 GV1686  ___________________________________________________________________
 GV1686* NAD 83(1993)-  37 28 13.36236(N)    077 06 53.26342(W)     ADJUSTED  
 GV1686* NAVD 88     -        34.931  (meters)     114.60   (feet)  ADJUSTED  
 GV1686  ___________________________________________________________________
 GV1686  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 GV1686  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GV1686  DYNAMIC HT  -          34.907 (meters)     114.52  (feet)  COMP
 GV1686  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 GV1686
 GV1686  HORZ ORDER  -  SECOND
 GV1686  VERT ORDER  -  FIRST     CLASS II
 GV1686
 GV1686.The horizontal coordinates were established by classical geodetic methods
 GV1686.and adjusted by the National Geodetic Survey in September 1995..
 GV1686
 GV1686.The orthometric height was determined by differential leveling
 GV1686.and adjusted by the National Geodetic Survey in June 1991..
 GV1686
 GV1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1686
 GV1686.The geoid height was determined by GEOID03.
 GV1686
 GV1686.The dynamic height is computed by dividing the NAVD 88
 GV1686.geopotential number by the normal gravity value computed on the
 GV1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1686.degrees latitude (g = 980.6199 gals.).
 GV1686
 GV1686.The modeled gravity was interpolated from observed gravity values.
 GV1686
 GV1686;                    North         East     Units Scale Factor Converg.
 GV1686;SPC VA S     - 1,127,082.740 3,622,524.812   MT  0.99994701   +0 50 26.6
 GV1686;SPC VA S     - 3,697,770.62 11,884,900.15   sFT  0.99994701   +0 50 26.6
 GV1686;UTM  18      - 4,149,155.212   312,988.123   MT  1.00003081   -1 17 12.9
 GV1686
 GV1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1686!SPC VA S     -   0.99999980  x   0.99994701  =   0.99994681
 GV1686!UTM  18      -   0.99999980  x   1.00003081  =   1.00003061
 GV1686
 GV1686|---------------------------------------------------------------------|
 GV1686| PID    Reference Object                     Distance      Geod. Az  |
 GV1686|                                                           dddmmss.s |
 GV1686| GV1685 CRUMP RM 1                           28.335 METERS 06310     |
 GV1686| GV5393 ROXBURY ATT RELAY TOWER             APPROX. 4.6 KM 2095351.6 |
 GV1686| GV5472 HOPEWELL TV STA WXEX MAST           APPROX.22.1 KM 2294431.1 |
 GV1686| GV5390 ELKO STATE HOSPITAL TANK            APPROX.11.0 KM 2793404.5 |
 GV1686| GV1687 CRUMP RM 2                           30.909 METERS 31757     |
 GV1686| GV1684 S 344                                              3212913.6 |
 GV1686|---------------------------------------------------------------------|
 GV1686
 GV1686                          SUPERSEDED SURVEY CONTROL
 GV1686
 GV1686  NAD 83(1993)-  37 28 13.36289(N)    077 06 53.26355(W) AD(       ) 2
 GV1686  NAD 83(1986)-  37 28 13.36677(N)    077 06 53.27716(W) AD(       ) 2
 GV1686  NAD 27      -  37 28 12.84120(N)    077 06 54.38220(W) AD(       ) 2
 GV1686  NGVD 29 (??/??/??)   35.249  (m)          115.65   (f) ADJUSTED    1 2
 GV1686
 GV1686.Superseded values are not recommended for survey control.
 GV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1686.See file dsdata.txt to determine how the superseded data were derived.
 GV1686
 GV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1298849155(NAD 83)
 GV1686_MARKER: DS = TRIANGULATION STATION DISK
 GV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1686_STAMPING: CRUMP 1958
 GV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1686+STABILITY: SURFACE MOTION
 GV1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1686+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1686
 GV1686  HISTORY     - Date     Condition        Report By
 GV1686  HISTORY     - 1958     MONUMENTED       CGS
 GV1686  HISTORY     - 1958     GOOD             CGS
 GV1686  HISTORY     - 1966     GOOD             CGS
 GV1686  HISTORY     - 1966     GOOD             CGS
 GV1686  HISTORY     - 1979     GOOD             NGS
 GV1686  HISTORY     - 19960419 GOOD             USPSQD
 GV1686  HISTORY     - 20001216 GOOD             USPSQD
 GV1686  HISTORY     - 20010331 GOOD             NGS
 GV1686  HISTORY     - 20050303 GOOD             USPSQD
 GV1686
 GV1686                          STATION DESCRIPTION
 GV1686
 GV1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1686'STATION IS LOCATED ABOUT 6.0 MILES EAST SOUTHEAST OF THE
 GV1686'CHICKAHOMINY RIVER BRIDGE, 4.5 MILES WEST NORTHWEST OF PROVIDENCE
 GV1686'FORGE, 1.5 MILES NORTHEAST OF ROXBURY ON A HIGH BANK ALONG
 GV1686'THE RIGHT-OF-WAY OF U.S. HIGHWAY 60.  IT IS IN A WOODED AREA
 GV1686'THAT IS THE PROPERTY OF MRS. W.B. CRUMP.
 GV1686'
 GV1686'STATION, STAMPED CRUMP 1958, IS A STANDARD USC AND GS BRONZE
 GV1686'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 GV1686'PROJECTS ABOUT 4 INCHES.  IT IS 65.0 FEET SOUTHWEST OF THE
 GV1686'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60, 25.0
 GV1686'FEET EAST OF A TRIANGULAR BLAZED PINE TREE THAT IS 14 INCHES
 GV1686'IN DIAMETER, 23.0 FEET WEST NORTHWEST OF A TRIANGULAR BLAZED
 GV1686'PINE TREE THAT IS 8 INCHES IN DIAMETER.  15.0 FEET SOUTHWEST
 GV1686'OF THE EDGE OF BANK, 2.0 FEET NORTHEAST OF A METAL WITNESS
 GV1686'POST AND ABOUT 15 FEET ABOVE HIGHWAY ELEVATION.
 GV1686'
 GV1686'R.M. 1, STAMPED CRUMP NO 1 1958, IS A STANDARD USC AND GS
 GV1686'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GV1686'THAT IS FLUSH WITH THE GROUND.  IT IS 31.0 FEET SOUTHWEST OF
 GV1686'THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 60,
 GV1686'25.0 FEET SOUTHEAST OF THE CENTERLINE OF A CROSSOVER, 21.0
 GV1686'FEET NORTH NORTHEAST OF THE CENTERLINE OF THE EAST BOUND LANE
 GV1686'OF U.S. HIGHWAY 60 AND ABOUT 15.0 FEET LOWER THAN THE STATION
 GV1686'ELEVATION.
 GV1686'
 GV1686'R.M. 2, STAMPED CRUMP NO 2 1958, IS A STANDARD USC AND GS
 GV1686'BRONZE SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GV1686'THAT PROJECTS ABOUT 4 INCHES.  IT IS 50.0 FEET SOUTHWEST OF THE
 GV1686'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60, 7.0
 GV1686'FEET NORTH OF A TRIANGULAR BLAZED TREE, 4.0 FEET SOUTHWEST
 GV1686'OF THE EDGE OF BANK AND ABOUT THE SAME ELEVATION AS THE STATION.
 GV1686'
 GV1686'BM S 344, STAMPED S 344 1958, IS A STANDARD USC AND GS BENCH
 GV1686'MARK SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT
 GV1686'THAT PROJECTS ABOUT 4 INCHES.  IT IS 38.0 FEET NORTHEAST OF THE
 GV1686'CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 60 AND 1.6
 GV1686'FEET NORTH OF A METAL WITNESS POST.
 GV1686'
 GV1686'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN
 GV1686'SANDSTON, GO EASTERLY ON U.S. HIGHWAY 60 FOR 6.4 MILES TO THE
 GV1686'BRIDGE OVER THE CHICKAHOMINY RIVER.  CONTINUE EAST, ON U.S.
 GV1686'HIGHWAY 60, FOR 5.8 MILES TO THE TOP OF A LONG GRADE AND THE
 GV1686'STATION ON THE RIGHT.
 GV1686'
 GV1686'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST, ON
 GV1686'U.S. HIGHWAY 60, FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 GV1686'
 GV1686'HEIGHT OF LIGHT ABOVE STATION MARK 33.16 METERS.
 GV1686
 GV1686                          STATION RECOVERY (1958)
 GV1686
 GV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1686'4.4 MI NW FROM PROVIDENCE FORGE.
 GV1686'4.4 MILES NORTHWEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV1686'STATE HIGHWAY 155 AT PROVIDENCE FORGE.  THE MARK IS ON THE BANK
 GV1686'OF A DEEP CUT, 65 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 GV1686'60, 25 FEET EAST OF A 14 INCH PINE TREE WITH TRIANGLE BLAZE, 23
 GV1686'FEET NORTHWEST OF AN 8 INCH PINE WITH TRIANGLE BLAZE, 15 FEET
 GV1686'SOUTHWEST OF THE EDGE OF THE CUT BANK, 2 FEET NORTHEAST OF A
 GV1686'METAL WITNESS POST AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 GV1686'HIGHWAY.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING
 GV1686'4 INCHES.
 GV1686
 GV1686                          STATION RECOVERY (1966)
 GV1686
 GV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1686'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1686'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GV1686'CONSIDERABLE CLEARING WOULD BE NECESSARY TO MAKE BM S 344
 GV1686'(AZIMUTH MARK) VISIBLE FROM THE GROUND AND ROXBURY, AT AND T
 GV1686'RELAY TOWER IS NOT VISIBLE FROM THE GROUND.
 GV1686'
 GV1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 GV1686'NORTHWEST OF PROVIDENCE FORGE
 GV1686
 GV1686                          STATION RECOVERY (1966)
 GV1686
 GV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1686'RECOVERED IN GOOD CONDITION.
 GV1686
 GV1686                          STATION RECOVERY (1979)
 GV1686
 GV1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1686'RECOVERED IN GOOD CONDITION.
 GV1686
 GV1686                          STATION RECOVERY (1996)
 GV1686
 GV1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1686'RECOVERED IN GOOD CONDITION.
 GV1686
 GV1686                          STATION RECOVERY (2000)
 GV1686
 GV1686'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1686'RECOVERED IN GOOD CONDITION.
 GV1686
 GV1686                          STATION RECOVERY (2001)
 GV1686
 GV1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1686'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1686
 GV1686                          STATION RECOVERY (2005)
 GV1686
 GV1686'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1686'STATION FOUND IN GOOD CONDITION. RM1 AND 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1685 ***********************************************************************
 GV1685  DESIGNATION -  CRUMP RM 1
 GV1685  PID         -  GV1685
 GV1685  STATE/COUNTY-  VA/NEW KENT
 GV1685  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1685
 GV1685                         *CURRENT SURVEY CONTROL
 GV1685  ___________________________________________________________________
 GV1685* NAD 83(1986)-  37 28 13.     (N)    077 06 53.     (W)     SCALED    
 GV1685* NAVD 88     -        31.859  (meters)     104.52   (feet)  ADJUSTED  
 GV1685  ___________________________________________________________________
 GV1685  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1685  DYNAMIC HT  -          31.838 (meters)     104.46  (feet)  COMP
 GV1685  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 GV1685
 GV1685  VERT ORDER  -  FIRST     CLASS II
 GV1685
 GV1685.The horizontal coordinates were scaled from a topographic map and have
 GV1685.an estimated accuracy of +/- 6 seconds.
 GV1685
 GV1685.The orthometric height was determined by differential leveling
 GV1685.and adjusted by the National Geodetic Survey in June 1991..
 GV1685
 GV1685.The geoid height was determined by GEOID03.
 GV1685
 GV1685.The dynamic height is computed by dividing the NAVD 88
 GV1685.geopotential number by the normal gravity value computed on the
 GV1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1685.degrees latitude (g = 980.6199 gals.).
 GV1685
 GV1685.The modeled gravity was interpolated from observed gravity values.
 GV1685
 GV1685;                    North         East    Units  Estimated Accuracy
 GV1685;SPC VA S     - 1,127,070.    3,622,530.      MT  (+/- 180 meters Scaled)
 GV1685
 GV1685                          SUPERSEDED SURVEY CONTROL
 GV1685
 GV1685  NGVD 29 (??/??/??)   32.178  (m)          105.57   (f) ADJUSTED    1 2
 GV1685
 GV1685.Superseded values are not recommended for survey control.
 GV1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1685.See file dsdata.txt to determine how the superseded data were derived.
 GV1685
 GV1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG129491(NAD 83)
 GV1685_MARKER: DR = REFERENCE MARK DISK
 GV1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1685_STAMPING: CRUMP NO 1 1958
 GV1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1685+STABILITY: SURFACE MOTION
 GV1685
 GV1685  HISTORY     - Date     Condition        Report By
 GV1685  HISTORY     - 1958     MONUMENTED       CGS
 GV1685  HISTORY     - 1966     GOOD             CGS
 GV1685  HISTORY     - 1979     GOOD             NGS
 GV1685  HISTORY     - 19960419 MARK NOT FOUND   USPSQD
 GV1685  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1685  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1685  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1685
 GV1685                          STATION DESCRIPTION
 GV1685
 GV1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1685'4.4 MI NW FROM PROVIDENCE FORGE.
 GV1685'4.4 MILES NORTHWEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV1685'STATE HIGHWAY 155 AT PROVIDENCE FORGE.  THE MARK IS NEAR THE
 GV1685'CENTER OF A DEEP CUT FOR U.S. HIGHWAY 60, 31 FEET SOUTHWEST
 GV1685'OF THE CENTERLINE OF THE WEST BOUND LANE, 25 FEET SOUTHEAST OF
 GV1685'THE CENTERLINE OF A CROSSOVER, AND 21 FEET NORTH NORTHEAST OF
 GV1685'THE EAST BOUND LANE.  SET IN A TEN INCH SQUARE CONCRETE POST
 GV1685'LEVEL WITH THE GRASS.
 GV1685
 GV1685                          STATION RECOVERY (1966)
 GV1685
 GV1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1685'RECOVERED IN GOOD CONDITION.
 GV1685
 GV1685                          STATION RECOVERY (1979)
 GV1685
 GV1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1685'RECOVERED IN GOOD CONDITION.
 GV1685
 GV1685                          STATION RECOVERY (1996)
 GV1685
 GV1685'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1685'MARK NOT FOUND.
 GV1685
 GV1685                          STATION RECOVERY (2000)
 GV1685
 GV1685'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1685'MARK NOT FOUND.
 GV1685
 GV1685                          STATION RECOVERY (2001)
 GV1685
 GV1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1685'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1685
 GV1685                          STATION RECOVERY (2005)
 GV1685
 GV1685'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1687 ***********************************************************************
 GV1687  DESIGNATION -  CRUMP RM 2
 GV1687  PID         -  GV1687
 GV1687  STATE/COUNTY-  VA/NEW KENT
 GV1687  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1687
 GV1687                         *CURRENT SURVEY CONTROL
 GV1687  ___________________________________________________________________
 GV1687* NAD 83(1986)-  37 28 13.     (N)    077 06 53.     (W)     SCALED    
 GV1687* NAVD 88     -        34.773  (meters)     114.08   (feet)  ADJUSTED  
 GV1687  ___________________________________________________________________
 GV1687  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1687  DYNAMIC HT  -          34.750 (meters)     114.01  (feet)  COMP
 GV1687  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 GV1687
 GV1687  VERT ORDER  -  FIRST     CLASS II
 GV1687
 GV1687.The horizontal coordinates were scaled from a topographic map and have
 GV1687.an estimated accuracy of +/- 6 seconds.
 GV1687
 GV1687.The orthometric height was determined by differential leveling
 GV1687.and adjusted by the National Geodetic Survey in June 1991..
 GV1687
 GV1687.The geoid height was determined by GEOID03.
 GV1687
 GV1687.The dynamic height is computed by dividing the NAVD 88
 GV1687.geopotential number by the normal gravity value computed on the
 GV1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1687.degrees latitude (g = 980.6199 gals.).
 GV1687
 GV1687.The modeled gravity was interpolated from observed gravity values.
 GV1687
 GV1687;                    North         East    Units  Estimated Accuracy
 GV1687;SPC VA S     - 1,127,070.    3,622,530.      MT  (+/- 180 meters Scaled)
 GV1687
 GV1687                          SUPERSEDED SURVEY CONTROL
 GV1687
 GV1687  NGVD 29 (??/??/??)   35.092  (m)          115.13   (f) ADJUSTED    1 2
 GV1687
 GV1687.Superseded values are not recommended for survey control.
 GV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1687.See file dsdata.txt to determine how the superseded data were derived.
 GV1687
 GV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG129491(NAD 83)
 GV1687_MARKER: DR = REFERENCE MARK DISK
 GV1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1687_STAMPING: CRUMP 1958
 GV1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1687+STABILITY: SURFACE MOTION
 GV1687
 GV1687  HISTORY     - Date     Condition        Report By
 GV1687  HISTORY     - 1958     MONUMENTED       CGS
 GV1687  HISTORY     - 1966     GOOD             CGS
 GV1687  HISTORY     - 1979     GOOD             NGS
 GV1687  HISTORY     - 19960419 MARK NOT FOUND   USPSQD
 GV1687  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1687  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1687  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1687
 GV1687                          STATION DESCRIPTION
 GV1687
 GV1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1687'4.4 MI NW FROM PROVIDENCE FORGE.
 GV1687'THE MARK IS ON THE BANK OF A DEEP CUT, 50 FEET SOUTHWEST OF THE
 GV1687'CENTERLINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 60, 7 FEET
 GV1687'NORTH OF A TRIANGULAR BLAZED TREE AND 4 FEET SOUTHWEST OF THE
 GV1687'EDGE OF THE CUT BANK.  SET IN A TEN INCH SQUARE CONCRETE POST
 GV1687'PROJECTING 4 INCHES.
 GV1687
 GV1687                          STATION RECOVERY (1966)
 GV1687
 GV1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV1687'RECOVERED IN GOOD CONDITION.
 GV1687
 GV1687                          STATION RECOVERY (1979)
 GV1687
 GV1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1687'RECOVERED IN GOOD CONDITION.
 GV1687
 GV1687                          STATION RECOVERY (1996)
 GV1687
 GV1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1687'MARK NOT FOUND.
 GV1687
 GV1687                          STATION RECOVERY (2000)
 GV1687
 GV1687'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1687'MARK NOT FOUND.
 GV1687
 GV1687                          STATION RECOVERY (2001)
 GV1687
 GV1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1687'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRON.
 GV1687
 GV1687                          STATION RECOVERY (2005)
 GV1687
 GV1687'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX5367 ***********************************************************************
 FX5367  DESIGNATION -  CS 10
 FX5367  PID         -  FX5367
 FX5367  STATE/COUNTY-  VA/C OF NORFOLK
 FX5367  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX5367
 FX5367                         *CURRENT SURVEY CONTROL
 FX5367  ___________________________________________________________________
 FX5367* NAD 83(1993)-  36 51 16.19341(N)    076 17 58.76984(W)     ADJUSTED  
 FX5367* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 FX5367  ___________________________________________________________________
 FX5367  X           -   1,210,193.456 (meters)                     COMP
 FX5367  Y           -  -4,964,284.399 (meters)                     COMP
 FX5367  Z           -   3,804,463.870 (meters)                     COMP
 FX5367  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FX5367  ELLIP HEIGHT-         -35.34  (meters)          (09/08/95) GPS OBS
 FX5367  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FX5367
 FX5367  HORZ ORDER  -  THIRD
 FX5367  ELLP ORDER  -  FOURTH    CLASS II
 FX5367
 FX5367.The horizontal coordinates were established by GPS observations
 FX5367.and adjusted by the National Geodetic Survey in September 1995..
 FX5367
 FX5367.The orthometric height was determined by GPS observations and a
 FX5367.high-resolution geoid model.
 FX5367
 FX5367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5367
 FX5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5367
 FX5367.The ellipsoidal height was determined by GPS observations
 FX5367.and is referenced to NAD 83.
 FX5367
 FX5367.The geoid height was determined by GEOID03.
 FX5367
 FX5367;                    North         East     Units Scale Factor Converg.
 FX5367;SPC VA S     - 1,060,122.655 3,696,207.987   MT  0.99998522   +1 20 07.6
 FX5367;SPC VA S     - 3,478,085.74 12,126,642.37   sFT  0.99998522   +1 20 07.6
 FX5367;UTM  18      - 4,079,519.808   384,138.734   MT  0.99976537   -0 46 46.6
 FX5367
 FX5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5367!SPC VA S     -   1.00000555  x   0.99998522  =   0.99999077
 FX5367!UTM  18      -   1.00000555  x   0.99976537  =   0.99977091
 FX5367
 FX5367|---------------------------------------------------------------------|
 FX5367| PID    Reference Object                     Distance      Geod. Az  |
 FX5367|                                                           dddmmss.s |
 FX5367| FX5368 LOT 3                               139.262 METERS 31330     |
 FX5367|---------------------------------------------------------------------|
 FX5367
 FX5367                          SUPERSEDED SURVEY CONTROL
 FX5367
 FX5367  NAD 83(1986)-  36 51 16.20058(N)    076 17 58.80745(W) AD(       ) 3
 FX5367
 FX5367.Superseded values are not recommended for survey control.
 FX5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5367.See file dsdata.txt to determine how the superseded data were derived.
 FX5367
 FX5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8413979520(NAD 83)
 FX5367_MARKER: DD = SURVEY DISK
 FX5367_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 FX5367_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 FX5367_STAMPING: CS1 SAT 1992
 FX5367_MARK LOGO: NOS   
 FX5367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX5367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5367+SATELLITE: SATELLITE OBSERVATIONS - 1992
 FX5367
 FX5367  HISTORY     - Date     Condition        Report By
 FX5367  HISTORY     - 1992     MONUMENTED       NOS
 FX5367  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX5367
 FX5367                          STATION DESCRIPTION
 FX5367
 FX5367'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 FX5367'TO REACH STATION FROM THE INTERSECTION OF BRAMBELTON AVENUE AND COLLY
 FX5367'AVENUE IN NORFOLK, PROCEED SOUTH ON COLLY AVENUE 0.2 MILES (0.3 KM)
 FX5367'TO FRONT STREET, THEN EAST ON FRONT STREET 0.2 MILES (0.3 KM) TO NOAA
 FX5367'GATE 3, THROUGH GATE 3 NORTH 26.69 METERS, (87.57 FT) EAST
 FX5367'APPROXIMATLEY 72 METERS (236.2 FT) EAST TO STATION.
 FX5367'THE STATION IS 9.46 METERS (31.04 FT) WEST OF THE NORTH-SOUTH FENCE,
 FX5367'18.0 METERS (59.1 FT) SOUTH OF THE EAST-WEST FENCE, AND 26.96 METERS
 FX5367'(88.45 FT) NORTH OF THE EAST-WEST FENCE.
 FX5367'THE STATION IS AN ALUMINIUM CAP PRESSED ON TO A 46 INCH ALUMINIUM ROD
 FX5367'DRIVEN FLUSH WITH THE GROUND.
 FX5367
 FX5367                          STATION RECOVERY (2003)
 FX5367
 FX5367'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX5367'GATES LOCKED.  AREA INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2803 ***********************************************************************
 GW2803  DESIGNATION -  CTY BEDFORD BDRY MARKER 001
 GW2803  PID         -  GW2803
 GW2803  STATE/COUNTY-  VA/C OF BEDFORD
 GW2803  USGS QUAD   -  BEDFORD (1989)
 GW2803
 GW2803                         *CURRENT SURVEY CONTROL
 GW2803  ___________________________________________________________________
 GW2803* NAD 83(1993)-  37 21 20.08702(N)    079 31 34.86483(W)     ADJUSTED  
 GW2803* NAVD 88     -       281.7    (meters)     924.     (feet)  VERTCON   
 GW2803  ___________________________________________________________________
 GW2803  X           -     922,794.633 (meters)                     COMP
 GW2803  Y           -  -4,991,765.737 (meters)                     COMP
 GW2803  Z           -   3,848,986.903 (meters)                     COMP
 GW2803  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 GW2803  ELLIP HEIGHT-         249.55  (meters)          (05/17/02) GPS OBS
 GW2803  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2803
 GW2803  HORZ ORDER  -  FIRST
 GW2803  ELLP ORDER  -  FOURTH    CLASS II
 GW2803
 GW2803.The horizontal coordinates were established by GPS observations
 GW2803.and adjusted by the National Geodetic Survey in September 1995..
 GW2803
 GW2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2803
 GW2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2803
 GW2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2803
 GW2803.The ellipsoidal height was determined by GPS observations
 GW2803.and is referenced to NAD 83.
 GW2803
 GW2803.The geoid height was determined by GEOID03.
 GW2803
 GW2803;                    North         East     Units Scale Factor Converg.
 GW2803;SPC VA S     - 1,113,937.778 3,409,076.678   MT  0.99994542   -0 37 22.5
 GW2803;SPC VA S     - 3,654,644.19 11,184,612.40   sFT  0.99994542   -0 37 22.5
 GW2803;UTM  17      - 4,135,337.662   630,510.198   MT  0.99980981   +0 53 39.4
 GW2803
 GW2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2803!SPC VA S     -   0.99996084  x   0.99994542  =   0.99990626
 GW2803!UTM  17      -   0.99996084  x   0.99980981  =   0.99977066
 GW2803
 GW2803                          SUPERSEDED SURVEY CONTROL
 GW2803
 GW2803  ELLIP H (09/08/95)  249.62   (m)                       GP(       ) 4 2
 GW2803  NAD 83(1993)-  37 21 20.08701(N)    079 31 34.86487(W) AD(       ) 1
 GW2803  ELLIP H (11/14/94)  249.62   (m)                       GP(       ) 4 2
 GW2803  NAD 83(1986)-  37 21 20.09366(N)    079 31 34.87845(W) AD(       ) 1
 GW2803  NGVD 29 (07/01/93)  281.9    (m)          925.     (f) GPS OBS        
 GW2803
 GW2803.Superseded values are not recommended for survey control.
 GW2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2803.See file dsdata.txt to determine how the superseded data were derived.
 GW2803
 GW2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3051035338(NAD 83)
 GW2803_MARKER: Z = SEE DESCRIPTION
 GW2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2803_SP_SET: CONCRETE POST
 GW2803_MARK LOGO: VA0130
 GW2803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2803+STABILITY: SURFACE MOTION
 GW2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2803+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 GW2803
 GW2803  HISTORY     - Date     Condition        Report By
 GW2803  HISTORY     - UNK      MONUMENTED       VA0130
 GW2803  HISTORY     - 19920303 GOOD             MSI
 GW2803  HISTORY     - 20051027 GOOD             GEOCAC
 GW2803
 GW2803                          STATION DESCRIPTION
 GW2803
 GW2803'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2803'THE STATION IS LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF THE CITY
 GW2803'OF BEDFORD ON THE SOUTH SIDE OF VISTARAMA LANE RIGHT OF WAY.
 GW2803'TO REACH THE STATION FROM THE INTERSECTION IF U.S. 221 AND S.R. 43,
 GW2803'PROCEED NORTHWEST 1.O MI ALONG S.R. 43 TO THE INTERSECTION WITH BOONE
 GW2803'DRIVE TO THE INTERSECTION WITH VISTARAMA LANE.  TURN LEFT AND GO WEST
 GW2803'400 FT (121.9 M) ALONG VISTARAMA LANE TO THE STATION ON THE LEFT.
 GW2803'THE STATION IS AN IRON BAR SET IN CONCRETE MONUMENT APPROXIMATELY
 GW2803'FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS LOCATED 22.O FT SOUTH
 GW2803'OF THE SOUTH EDGE OF PAVEMENT OF VISTARAMA LANE, 78.2 FT (23.8 M)
 GW2803'SOUTHEAST OF WOOD AND WIRE FENCE CORNER AND 446 FT (135.9 M) WEST OF
 GW2803'SIGN POST FOR BEDFORD CITY LIMITS.
 GW2803
 GW2803                          STATION RECOVERY (2005)
 GW2803
 GW2803'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2803'THE STATION IS 44.6 FEET (13.6 METERS) WEST OF A SIGNPOST FOR THE
 GW2803'BEDFORD CITY LIMTS, ACROSS THE LANE FROM HOUSE NUMBER 1304, AND
 GW2803'ROUGHLY ABEAM THE WEST WALL OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2804 ***********************************************************************
 GW2804  DESIGNATION -  CTY BEDFORD BDRY MARKER 002
 GW2804  PID         -  GW2804
 GW2804  STATE/COUNTY-  VA/C OF BEDFORD
 GW2804  USGS QUAD   -  BEDFORD (1989)
 GW2804
 GW2804                         *CURRENT SURVEY CONTROL
 GW2804  ___________________________________________________________________
 GW2804* NAD 83(1993)-  37 21 21.92279(N)    079 30 11.57996(W)     ADJUSTED  
 GW2804* NAVD 88     -       278.4    (meters)     913.     (feet)  VERTCON   
 GW2804  ___________________________________________________________________
 GW2804  X           -     924,803.378 (meters)                     COMP
 GW2804  Y           -  -4,991,356.366 (meters)                     COMP
 GW2804  Z           -   3,849,029.876 (meters)                     COMP
 GW2804  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 GW2804  ELLIP HEIGHT-         246.23  (meters)          (05/17/02) GPS OBS
 GW2804  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW2804
 GW2804  HORZ ORDER  -  FIRST
 GW2804  ELLP ORDER  -  FOURTH    CLASS II
 GW2804
 GW2804.The horizontal coordinates were established by GPS observations
 GW2804.and adjusted by the National Geodetic Survey in September 1995..
 GW2804
 GW2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2804
 GW2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2804
 GW2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2804
 GW2804.The ellipsoidal height was determined by GPS observations
 GW2804.and is referenced to NAD 83.
 GW2804
 GW2804.The geoid height was determined by GEOID03.
 GW2804
 GW2804;                    North         East     Units Scale Factor Converg.
 GW2804;SPC VA S     - 1,113,972.336 3,411,126.678   MT  0.99994542   -0 36 32.0
 GW2804;SPC VA S     - 3,654,757.57 11,191,338.11   sFT  0.99994542   -0 36 32.0
 GW2804;UTM  17      - 4,135,426.474   632,558.293   MT  0.99981645   +0 54 30.0
 GW2804
 GW2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2804!SPC VA S     -   0.99996136  x   0.99994542  =   0.99990678
 GW2804!UTM  17      -   0.99996136  x   0.99981645  =   0.99977782
 GW2804
 GW2804|---------------------------------------------------------------------|
 GW2804| PID    Reference Object                     Distance      Geod. Az  |
 GW2804|                                                           dddmmss.s |
 GW2804| GW2795 CITY OF BEDFORD 003                 143.606 METERS 09621     |
 GW2804|---------------------------------------------------------------------|
 GW2804
 GW2804                          SUPERSEDED SURVEY CONTROL
 GW2804
 GW2804  ELLIP H (09/08/95)  246.30   (m)                       GP(       ) 4 2
 GW2804  NAD 83(1993)-  37 21 21.92277(N)    079 30 11.57999(W) AD(       ) 1
 GW2804  ELLIP H (11/14/94)  246.30   (m)                       GP(       ) 4 2
 GW2804  NAD 83(1986)-  37 21 21.92936(N)    079 30 11.59356(W) AD(       ) 1
 GW2804  NGVD 29 (07/01/93)  278.6    (m)          914.     (f) GPS OBS        
 GW2804
 GW2804.Superseded values are not recommended for survey control.
 GW2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2804.See file dsdata.txt to determine how the superseded data were derived.
 GW2804
 GW2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3255835426(NAD 83)
 GW2804_MARKER: Z = SEE DESCRIPTION
 GW2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2804_SP_SET: CONCRETE POST
 GW2804_MARK LOGO: VA0130
 GW2804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GW2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2804+STABILITY: SURFACE MOTION
 GW2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2804+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 GW2804
 GW2804  HISTORY     - Date     Condition        Report By
 GW2804  HISTORY     - UNK      MONUMENTED       VA0130
 GW2804  HISTORY     - 19920303 GOOD             MSI
 GW2804
 GW2804                          STATION DESCRIPTION
 GW2804
 GW2804'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 GW2804'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTHEAST OF THE
 GW2804'CITY OF BEDFORD, VIRGINIA.
 GW2804'TO REACH THE STATION FROM THE INTERSECTION IF U.S. 221 AND S.R. 43,
 GW2804'PROCEED NORTHEAST 1.2 MI (1.9 KM) ALONG S.R. 221 TO THE INTERSECTION
 GW2804'WITH S.R. 122.  TURN LEFT ONTO S.R. 122 AND TRAVEL 0.6 MI (1.0 KM)
 GW2804'NORTHEAST TO THE GRAVEL ENTRANCE TO THE GOSPEL FELLOWSHIP TEMPLE ON
 GW2804'THE LEFT.  TURN LEFT ONTO THE GRAVEL ROAD AND PROCEED APPROXIMATELY
 GW2804'0.3 MI (0.5 KM) TO A GATE.
 GW2804'THE STATION IS AN IRON BAR SET IN CONCRETE MONUMENT APPROXIMATELY 2
 GW2804'INCHES ABOVE THE GROUND SURFACE.  THE MONUMENT IS LOCATED 6.3 FT
 GW2804'(1.9 M) WEST OF A WITNESS POST, 7.8 FT (2.4 M) NORTH OF A HIGH
 GW2804'VOLTAGE POWER POLE, 20.6 FT (6.3 M) WEST OF A POST AND WIRE FENCE,
 GW2804'AND APPROXIMATELY 339 FEET (103.3 M) SOUTH OF THE SOUTHERNMOST
 GW2804'GATEPOST AT THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2805 ***********************************************************************
 GW2805  DESIGNATION -  CTY BEDFORD BDRY MARKER 006
 GW2805  PID         -  GW2805
 GW2805  STATE/COUNTY-  VA/C OF BEDFORD
 GW2805  USGS QUAD   -  GOODE (1985)
 GW2805
 GW2805                         *CURRENT SURVEY CONTROL
 GW2805  ___________________________________________________________________
 GW2805* NAD 83(1993)-  37 19 50.79423(N)    079 29 48.45941(W)     ADJUSTED  
 GW2805* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 GW2805  ___________________________________________________________________
 GW2805  X           -     925,675.502 (meters)                     COMP
 GW2805  Y           -  -4,992,939.002 (meters)                     COMP
 GW2805  Z           -   3,846,804.554 (meters)                     COMP
 GW2805  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 GW2805  ELLIP HEIGHT-         259.87  (meters)          (05/17/02) GPS OBS
 GW2805  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW2805
 GW2805  HORZ ORDER  -  FIRST
 GW2805  ELLP ORDER  -  FOURTH    CLASS II
 GW2805
 GW2805.The horizontal coordinates were established by GPS observations
 GW2805.and adjusted by the National Geodetic Survey in September 1995..
 GW2805
 GW2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2805
 GW2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2805
 GW2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2805
 GW2805.The ellipsoidal height was determined by GPS observations
 GW2805.and is referenced to NAD 83.
 GW2805
 GW2805.The geoid height was determined by GEOID03.
 GW2805
 GW2805;                    North         East     Units Scale Factor Converg.
 GW2805;SPC VA S     - 1,111,157.224 3,411,665.942   MT  0.99994561   -0 36 17.9
 GW2805;SPC VA S     - 3,645,521.66 11,193,107.34   sFT  0.99994561   -0 36 17.9
 GW2805;UTM  17      - 4,132,626.984   633,171.813   MT  0.99981846   +0 54 42.1
 GW2805
 GW2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2805!SPC VA S     -   0.99995922  x   0.99994561  =   0.99990483
 GW2805!UTM  17      -   0.99995922  x   0.99981846  =   0.99977769
 GW2805
 GW2805:                Primary Azimuth Mark                     Grid Az
 GW2805:SPC VA S     -  CTY BEDFORD BDRY MARKER 007              202 27 09.3
 GW2805:UTM  17      -  CTY BEDFORD BDRY MARKER 007              200 56 09.3
 GW2805
 GW2805|---------------------------------------------------------------------|
 GW2805| PID    Reference Object                     Distance      Geod. Az  |
 GW2805|                                                           dddmmss.s |
 GW2805| GW2806 CTY BEDFORD BDRY MARKER 007         APPROX. 1.7 KM 2015051.4 |
 GW2805|---------------------------------------------------------------------|
 GW2805
 GW2805                          SUPERSEDED SURVEY CONTROL
 GW2805
 GW2805  NAD 83(1993)-  37 19 50.79423(N)    079 29 48.45944(W) AD(       ) 1
 GW2805  ELLIP H (11/14/94)  259.95   (m)                       GP(       ) 4 2
 GW2805  NAD 83(1986)-  37 19 50.80085(N)    079 29 48.47333(W) AD(       ) 1
 GW2805  NGVD 29 (07/01/93)  292.2    (m)          959.     (f) GPS OBS        
 GW2805
 GW2805.Superseded values are not recommended for survey control.
 GW2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2805.See file dsdata.txt to determine how the superseded data were derived.
 GW2805
 GW2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3317232627(NAD 83)
 GW2805_MARKER: Z = SEE DESCRIPTION
 GW2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2805_SP_SET: CONCRETE POST
 GW2805_MARK LOGO: VA0130
 GW2805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2805+STABILITY: SURFACE MOTION
 GW2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2805+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2805
 GW2805  HISTORY     - Date     Condition        Report By
 GW2805  HISTORY     - 1992     MONUMENTED       VA0130
 GW2805
 GW2805                          STATION DESCRIPTION
 GW2805
 GW2805'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2805'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE
 GW2805'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2805'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 BUSINESS AND
 GW2805'EAST MAIN STREET, AT THE 460 BYPASS, PROCEED NORTHEAST 0.1 MI
 GW2805'(0.2 KM) ALONG EAST MAIN STREET TO THE INTERSECTION WITH LOWRY STREET
 GW2805'(S.R. 767). TURN LEFT ONTO S.R. 767 AND TRAVEL 0.5 MI (0.8 KM)
 GW2805'NORTHEAST TO THE STATION ON THE RIGHT ON TOP OF A GRASS BANK.
 GW2805'THE STATION IS A BRASS PIN IN A 4 INCH SQUARE CONCRETE MONUMENT
 GW2805'APPROXIMATELY 0.3 FT (0.1 M) ABOVE THE GROUND SURFACE.  THE MONUMENT
 GW2805'IS LOCATED 26.5 FT (8.1 M) SOUTH OF THE CENTERLINE OF S.R. 767, 33.O
 GW2805'FT NORTHWEST OF A WOODEN GATEPOST, AND 143.2 FT (43.6 M) SOUTHEAST OF
 GW2805'A METAL ROAD NARROWS SIGNPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2806 ***********************************************************************
 GW2806  DESIGNATION -  CTY BEDFORD BDRY MARKER 007
 GW2806  PID         -  GW2806
 GW2806  STATE/COUNTY-  VA/C OF BEDFORD
 GW2806  USGS QUAD   -  BEDFORD (1989)
 GW2806
 GW2806                         *CURRENT SURVEY CONTROL
 GW2806  ___________________________________________________________________
 GW2806* NAD 83(1993)-  37 18 59.94107(N)    079 30 13.98701(W)     ADJUSTED  
 GW2806* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 GW2806  ___________________________________________________________________
 GW2806  X           -     925,232.318 (meters)                     COMP
 GW2806  Y           -  -4,993,996.780 (meters)                     COMP
 GW2806  Z           -   3,845,564.443 (meters)                     COMP
 GW2806  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GW2806  ELLIP HEIGHT-         270.83  (meters)          (05/17/02) GPS OBS
 GW2806  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW2806
 GW2806  HORZ ORDER  -  FIRST
 GW2806  ELLP ORDER  -  FOURTH    CLASS II
 GW2806
 GW2806.The horizontal coordinates were established by GPS observations
 GW2806.and adjusted by the National Geodetic Survey in September 1995..
 GW2806
 GW2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2806
 GW2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2806
 GW2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2806
 GW2806.The ellipsoidal height was determined by GPS observations
 GW2806.and is referenced to NAD 83.
 GW2806
 GW2806.The geoid height was determined by GEOID03.
 GW2806
 GW2806;                    North         East     Units Scale Factor Converg.
 GW2806;SPC VA S     - 1,109,596.314 3,411,020.905   MT  0.99994579   -0 36 33.4
 GW2806;SPC VA S     - 3,640,400.57 11,190,991.09   sFT  0.99994579   -0 36 33.4
 GW2806;UTM  17      - 4,131,049.751   632,568.389   MT  0.99981649   +0 54 25.6
 GW2806
 GW2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2806!SPC VA S     -   0.99995750  x   0.99994579  =   0.99990329
 GW2806!UTM  17      -   0.99995750  x   0.99981649  =   0.99977400
 GW2806
 GW2806:                Primary Azimuth Mark                     Grid Az
 GW2806:SPC VA S     -  CTY BEDFORD BDRY MARKER 006              022 27 09.4
 GW2806:UTM  17      -  CTY BEDFORD BDRY MARKER 006              020 56 10.4
 GW2806
 GW2806|---------------------------------------------------------------------|
 GW2806| PID    Reference Object                     Distance      Geod. Az  |
 GW2806|                                                           dddmmss.s |
 GW2806| GW2805 CTY BEDFORD BDRY MARKER 006         APPROX. 1.7 KM 0215036.0 |
 GW2806| GW2807 CTY BEDFORD BDRY MARKER 008         121.895 METERS 26319     |
 GW2806|---------------------------------------------------------------------|
 GW2806
 GW2806                          SUPERSEDED SURVEY CONTROL
 GW2806
 GW2806  ELLIP H (09/08/95)  270.90   (m)                       GP(       ) 4 2
 GW2806  NAD 83(1993)-  37 18 59.94107(N)    079 30 13.98705(W) AD(       ) 1
 GW2806  ELLIP H (11/14/94)  270.90   (m)                       GP(       ) 4 2
 GW2806  NAD 83(1986)-  37 18 59.94763(N)    079 30 14.00102(W) AD(       ) 1
 GW2806  NGVD 29 (07/01/93)  303.1    (m)          994.     (f) GPS OBS        
 GW2806
 GW2806.Superseded values are not recommended for survey control.
 GW2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2806.See file dsdata.txt to determine how the superseded data were derived.
 GW2806
 GW2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3256831050(NAD 83)
 GW2806_MARKER: Z = SEE DESCRIPTION
 GW2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2806_SP_SET: CONCRETE POST
 GW2806_MARK LOGO: VA0130
 GW2806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2806+STABILITY: SURFACE MOTION
 GW2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2806+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2806
 GW2806  HISTORY     - Date     Condition        Report By
 GW2806  HISTORY     - 1992     MONUMENTED       VA0130
 GW2806
 GW2806                          STATION DESCRIPTION
 GW2806
 GW2806'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2806'THE STATION IS LOCATED APPROXIMATELY 1.6 MI (2.6 KM) SOUTHEAST OF THE
 GW2806'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2806'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 BUSINESS, U.S.
 GW2806'460 BYPASS AND S.R.714 (LINK ROAD), PROCEED SOUTH 0.1 MI (0.2 KM)
 GW2806'ALONG S.R. 714 TO THE INTERSECTION WITH SMITH STREET, CONTINUE SOUTH
 GW2806'ALONG S.R. 714 TO THE STATION ON THE LEFT IN A FENCED FIELD.
 GW2806'THE STATION IS A BRASS PIN IN A 4 INCH SQUARE CONCRETE MONUMENT
 GW2806'APPROXIMATELY FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS LOCATED
 GW2806'52.0 FT (15.8 M) SOUTHWEST OF A 1.0 FT (0.3 M) DIAMETER WOODEN
 GW2806'GATEPOST, 139.7 FT (42.6 M) NORTHEAST OF AN UNNUMBERED POWER POLE,
 GW2806'AND 158.5 FT (48.3 M) EAST OF AN UNNUMBERED POWER POLE AT THE
 GW2806'NORTHWEST CORNER OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2807 ***********************************************************************
 GW2807  DESIGNATION -  CTY BEDFORD BDRY MARKER 008
 GW2807  PID         -  GW2807
 GW2807  STATE/COUNTY-  VA/C OF BEDFORD
 GW2807  USGS QUAD   -  BEDFORD (1989)
 GW2807
 GW2807                         *CURRENT SURVEY CONTROL
 GW2807  ___________________________________________________________________
 GW2807* NAD 83(1993)-  37 18 59.48046(N)    079 30 18.90385(W)     ADJUSTED  
 GW2807* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 GW2807  ___________________________________________________________________
 GW2807  X           -     925,115.112 (meters)                     COMP
 GW2807  Y           -  -4,994,028.760 (meters)                     COMP
 GW2807  Z           -   3,845,554.283 (meters)                     COMP
 GW2807  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 GW2807  ELLIP HEIGHT-         272.70  (meters)          (05/17/02) GPS OBS
 GW2807  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 GW2807
 GW2807  HORZ ORDER  -  FIRST
 GW2807  ELLP ORDER  -  FOURTH    CLASS II
 GW2807
 GW2807.The horizontal coordinates were established by GPS observations
 GW2807.and adjusted by the National Geodetic Survey in September 1995..
 GW2807
 GW2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2807
 GW2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2807
 GW2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2807
 GW2807.The ellipsoidal height was determined by GPS observations
 GW2807.and is referenced to NAD 83.
 GW2807
 GW2807.The geoid height was determined by GEOID03.
 GW2807
 GW2807;                    North         East     Units Scale Factor Converg.
 GW2807;SPC VA S     - 1,109,583.404 3,410,899.702   MT  0.99994580   -0 36 36.4
 GW2807;SPC VA S     - 3,640,358.22 11,190,593.44   sFT  0.99994580   -0 36 36.4
 GW2807;UTM  17      - 4,131,033.640   632,447.586   MT  0.99981609   +0 54 22.6
 GW2807
 GW2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2807!SPC VA S     -   0.99995721  x   0.99994580  =   0.99990301
 GW2807!UTM  17      -   0.99995721  x   0.99981609  =   0.99977331
 GW2807
 GW2807|---------------------------------------------------------------------|
 GW2807| PID    Reference Object                     Distance      Geod. Az  |
 GW2807|                                                           dddmmss.s |
 GW2807| GW2806 CTY BEDFORD BDRY MARKER 007         121.895 METERS 08319     |
 GW2807|---------------------------------------------------------------------|
 GW2807
 GW2807                          SUPERSEDED SURVEY CONTROL
 GW2807
 GW2807  ELLIP H (09/08/95)  272.78   (m)                       GP(       ) 4 2
 GW2807  NAD 83(1993)-  37 18 59.48046(N)    079 30 18.90389(W) AD(       ) 1
 GW2807  ELLIP H (11/14/94)  272.78   (m)                       GP(       ) 4 2
 GW2807  NAD 83(1986)-  37 18 59.48702(N)    079 30 18.91790(W) AD(       ) 1
 GW2807  NGVD 29 (07/01/93)  305.0    (m)         1001.     (f) GPS OBS        
 GW2807
 GW2807.Superseded values are not recommended for survey control.
 GW2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2807.See file dsdata.txt to determine how the superseded data were derived.
 GW2807
 GW2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3244831034(NAD 83)
 GW2807_MARKER: Z = SEE DESCRIPTION
 GW2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2807_SP_SET: CONCRETE POST
 GW2807_MARK LOGO: VA0130
 GW2807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2807+STABILITY: SURFACE MOTION
 GW2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2807+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2807
 GW2807  HISTORY     - Date     Condition        Report By
 GW2807  HISTORY     - 1992     MONUMENTED       VA0130
 GW2807
 GW2807                          STATION DESCRIPTION
 GW2807
 GW2807'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2807'THE STATION IS LOCATED APPROXIMATELY 1.6 MI (2.6 KM) SOUTHEAST OF THE
 GW2807'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2807'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 BUSINESS,
 GW2807'U.S.460 BYPASS AND S.R. 714 (LINK ROAD), PROCEED SOUTH 0.1 MI
 GW2807'(0.2 KM) ALONG S.R. 714 TO THE INTERSECTION WITH SMITH STREET,
 GW2807'CONTINUE SOUTH ALONG S.R. 714 TO THE FIRST GRAVEL ROAD ON THE RIGHT.
 GW2807'TURN RIGHT ONTO THE GRAVEL ROAD AND TRAVEL APPROXIMATELY 200 FT
 GW2807'(61.0 M) WEST TO THE STATION ON THE LEFT.
 GW2807'THE STATION IS A PK NAIL SET IN A CONCRETE MONUMENT APPROXIMATELY
 GW2807'0.1 FT (0.0 M) ABOVE GROUND THE GROUND SURFACE.  THE MONUMENT IS
 GW2807'LOCATED 29.7 FT (9.1 M) SOUTHEAST OF A 1.5 FT (0.5 M) TWIN OAK TREE,
 GW2807'83.4 FT (25.4 M) NORTHWEST OF THE NORTHWESTERNMOST CORNER OF A 5.0 FT
 GW2807'(1.5 M) WOODEN FENCE, AND 93.0 FT (28.3 M) SOUTH OF A POWER POLE
 GW2807'ALONG THE NORTH SIDE OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2808 ***********************************************************************
 GW2808  DESIGNATION -  CTY BEDFORD BDRY MARKER 009
 GW2808  PID         -  GW2808
 GW2808  STATE/COUNTY-  VA/C OF BEDFORD
 GW2808  USGS QUAD   -  BEDFORD (1989)
 GW2808
 GW2808                         *CURRENT SURVEY CONTROL
 GW2808  ___________________________________________________________________
 GW2808* NAD 83(1993)-  37 19 26.32720(N)    079 31 49.81950(W)     ADJUSTED  
 GW2808* NAVD 88     -       305.8    (meters)    1003.     (feet)  VERTCON   
 GW2808  ___________________________________________________________________
 GW2808  X           -     922,822.749 (meters)                     COMP
 GW2808  Y           -  -4,993,943.327 (meters)                     COMP
 GW2808  Z           -   3,846,213.079 (meters)                     COMP
 GW2808  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GW2808  ELLIP HEIGHT-         273.64  (meters)          (05/17/02) GPS OBS
 GW2808  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW2808
 GW2808  HORZ ORDER  -  FIRST
 GW2808  ELLP ORDER  -  FOURTH    CLASS II
 GW2808
 GW2808.The horizontal coordinates were established by GPS observations
 GW2808.and adjusted by the National Geodetic Survey in September 1995..
 GW2808
 GW2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2808
 GW2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2808
 GW2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2808
 GW2808.The ellipsoidal height was determined by GPS observations
 GW2808.and is referenced to NAD 83.
 GW2808
 GW2808.The geoid height was determined by GEOID03.
 GW2808
 GW2808;                    North         East     Units Scale Factor Converg.
 GW2808;SPC VA S     - 1,110,435.097 3,408,670.408   MT  0.99994569   -0 37 31.6
 GW2808;SPC VA S     - 3,643,152.48 11,183,279.50   sFT  0.99994569   -0 37 31.6
 GW2808;UTM  17      - 4,131,825.933   630,196.833   MT  0.99980881   +0 53 28.0
 GW2808
 GW2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2808!SPC VA S     -   0.99995706  x   0.99994569  =   0.99990275
 GW2808!UTM  17      -   0.99995706  x   0.99980881  =   0.99976588
 GW2808
 GW2808:                Primary Azimuth Mark                     Grid Az
 GW2808:SPC VA S     -  CTY BEDFORD BDRY MARKER 011              317 56 10.5
 GW2808:UTM  17      -  CTY BEDFORD BDRY MARKER 011              316 25 10.9
 GW2808
 GW2808|---------------------------------------------------------------------|
 GW2808| PID    Reference Object                     Distance      Geod. Az  |
 GW2808|                                                           dddmmss.s |
 GW2808| GW2809 CTY BEDFORD BDRY MARKER 011         APPROX. 1.6 KM 3171838.9 |
 GW2808|---------------------------------------------------------------------|
 GW2808
 GW2808                          SUPERSEDED SURVEY CONTROL
 GW2808
 GW2808  NAD 83(1993)-  37 19 26.32718(N)    079 31 49.81953(W) AD(       ) 1
 GW2808  ELLIP H (11/14/94)  273.71   (m)                       GP(       ) 4 2
 GW2808  NAD 83(1986)-  37 19 26.33398(N)    079 31 49.83347(W) AD(       ) 1
 GW2808  NGVD 29 (07/01/93)  306.0    (m)         1004.     (f) GPS OBS        
 GW2808
 GW2808.Superseded values are not recommended for survey control.
 GW2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2808.See file dsdata.txt to determine how the superseded data were derived.
 GW2808
 GW2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3019731826(NAD 83)
 GW2808_MARKER: Z = SEE DESCRIPTION
 GW2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2808_SP_SET: SQUARE CONCRETE MONUMENT
 GW2808_MARK LOGO: VA0130
 GW2808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2808+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2808
 GW2808  HISTORY     - Date     Condition        Report By
 GW2808  HISTORY     - 1992     MONUMENTED       VA0130
 GW2808
 GW2808                          STATION DESCRIPTION
 GW2808
 GW2808'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2808'THE STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) SOUTHWEST OF THE
 GW2808'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2808'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 460 BUSINESS,
 GW2808'U.S.460 BYPASS AND S.R. 122, PROCEED NORTH 0.1 MI (0.2 KM) ALONG S.R.
 GW2808'122 TO A GAS STATION.  TURN RIGHT INTO THE GAS STATION AND TRAVEL TO
 GW2808'THE SOUTHEAST CORNER OF THE PARKING AREA, AND THE STATION TO THE
 GW2808'EAST, NEAR THE EXXON SIGN.
 GW2808'THE STATION IS AN BRASS PIN SET IN A 4 INCH SQUARE CONCRETE MONUMENT,
 GW2808'PROTRUDING APPROXIMATELY 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE. THE
 GW2808'MONUMENT IS LOCATED 5.9 FT (1.8 M) EAST OF THE NORTHWESTERNMOST
 GW2808'CORNER OF A CONCRETE FOUNDATION FOR AN EXXON SIGN, 13.9 FT (4.2 M)
 GW2808'NORTHEAST OF THE SOUTHWESTERNMOST CORNER OF THE SIGN FOUNDATION, AND
 GW2808'57.3 FT (17.5 M) NORTHEAST OF AN UNNUMBERED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2809 ***********************************************************************
 GW2809  DESIGNATION -  CTY BEDFORD BDRY MARKER 011
 GW2809  PID         -  GW2809
 GW2809  STATE/COUNTY-  VA/C OF BEDFORD
 GW2809  USGS QUAD   -  BEDFORD (1989)
 GW2809
 GW2809                         *CURRENT SURVEY CONTROL
 GW2809  ___________________________________________________________________
 GW2809* NAD 83(1993)-  37 20 04.99915(N)    079 32 34.49620(W)     ADJUSTED  
 GW2809* NAVD 88     -       282.8    (meters)     928.     (feet)  VERTCON   
 GW2809  ___________________________________________________________________
 GW2809  X           -     921,606.501 (meters)                     COMP
 GW2809  Y           -  -4,993,414.110 (meters)                     COMP
 GW2809  Z           -   3,847,147.155 (meters)                     COMP
 GW2809  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GW2809  ELLIP HEIGHT-         250.61  (meters)          (05/17/02) GPS OBS
 GW2809  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2809
 GW2809  HORZ ORDER  -  FIRST
 GW2809  ELLP ORDER  -  FOURTH    CLASS II
 GW2809
 GW2809.The horizontal coordinates were established by GPS observations
 GW2809.and adjusted by the National Geodetic Survey in September 1995..
 GW2809
 GW2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2809
 GW2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2809
 GW2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2809
 GW2809.The ellipsoidal height was determined by GPS observations
 GW2809.and is referenced to NAD 83.
 GW2809
 GW2809.The geoid height was determined by GEOID03.
 GW2809
 GW2809;                    North         East     Units Scale Factor Converg.
 GW2809;SPC VA S     - 1,111,639.250 3,407,583.756   MT  0.99994556   -0 37 58.7
 GW2809;SPC VA S     - 3,647,103.11 11,179,714.37   sFT  0.99994556   -0 37 58.7
 GW2809;UTM  17      - 4,133,000.740   629,078.846   MT  0.99980524   +0 53 01.7
 GW2809
 GW2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2809!SPC VA S     -   0.99996067  x   0.99994556  =   0.99990624
 GW2809!UTM  17      -   0.99996067  x   0.99980524  =   0.99976592
 GW2809
 GW2809:                Primary Azimuth Mark                     Grid Az
 GW2809:SPC VA S     -  CTY BEDFORD BDRY MARKER 012              283 38 48.0
 GW2809:UTM  17      -  CTY BEDFORD BDRY MARKER 012              282 07 47.6
 GW2809
 GW2809|---------------------------------------------------------------------|
 GW2809| PID    Reference Object                     Distance      Geod. Az  |
 GW2809|                                                           dddmmss.s |
 GW2809| GW2810 CTY BEDFORD BDRY MARKER 012         APPROX. 0.7 KM 2830049.3 |
 GW2809|---------------------------------------------------------------------|
 GW2809
 GW2809                          SUPERSEDED SURVEY CONTROL
 GW2809
 GW2809  ELLIP H (09/08/95)  250.68   (m)                       GP(       ) 4 2
 GW2809  NAD 83(1993)-  37 20 04.99913(N)    079 32 34.49624(W) AD(       ) 1
 GW2809  ELLIP H (11/14/94)  250.68   (m)                       GP(       ) 4 2
 GW2809  NAD 83(1986)-  37 20 05.00592(N)    079 32 34.50995(W) AD(       ) 1
 GW2809  NGVD 29 (07/01/93)  283.0    (m)          928.     (f) GPS OBS        
 GW2809
 GW2809.Superseded values are not recommended for survey control.
 GW2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2809.See file dsdata.txt to determine how the superseded data were derived.
 GW2809
 GW2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2907933001(NAD 83)
 GW2809_MARKER: Z = SEE DESCRIPTION
 GW2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2809_SP_SET: CONCRETE POST
 GW2809_MARK LOGO: VA0130
 GW2809_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2809+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2809
 GW2809  HISTORY     - Date     Condition        Report By
 GW2809  HISTORY     - 1992     MONUMENTED       VA0130
 GW2809
 GW2809                          STATION DESCRIPTION
 GW2809
 GW2809'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2809'THE STATION IS LOCATED APPROXIMATELY 1.1 MI (1.8 KM) WEST OF THE
 GW2809'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2809'TO REACH THE STATION FROM S.R. 122 INTERCHANGE WITH U.S. 460 (BYPASS),
 GW2809'PROCEED NORTHWEST ALONG U.S. 460 (BYPASS) TO THE EASTBOUND RAMP FOR
 GW2809'U.S. 460 (BUSINESS) AND THE STATION ON THE RIGHT IN A FIELD.
 GW2809'THE STATION IS AN BRASS PIN SET IN A 0.4 FT (0.1 M) SQUARE CONCRETE
 GW2809'MONUMENT, PROTRUDING APPROXIMATELY 0.9 FT (0.3 M) ABOVE THE GROUND
 GW2809'SURFACE. THE MONUMENT IS LOCATED 52.7 FT (16.1 M) WEST OF A 0.4 FT
 GW2809'(0.1 M) MAPLE TREE, 80.0 FT (24.4 M) SOUTH OF A  0.4 FT (0.1 M) CEDAR
 GW2809'TREE, 129.5 FT (39.5 M) EAST OF A CABLE ROUTE MARKER, AND 150 FT
 GW2809'(45.7 M) NORTHEAST OF A FENCE CORNERPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2810 ***********************************************************************
 GW2810  DESIGNATION -  CTY BEDFORD BDRY MARKER 012
 GW2810  PID         -  GW2810
 GW2810  STATE/COUNTY-  VA/C OF BEDFORD
 GW2810  USGS QUAD   -  BEDFORD (1989)
 GW2810
 GW2810                         *CURRENT SURVEY CONTROL
 GW2810  ___________________________________________________________________
 GW2810* NAD 83(1993)-  37 20 10.18500(N)    079 33 02.60207(W)     ADJUSTED  
 GW2810* NAVD 88     -       299.3    (meters)     982.     (feet)  VERTCON   
 GW2810  ___________________________________________________________________
 GW2810  X           -     920,910.885 (meters)                     COMP
 GW2810  Y           -  -4,993,457.227 (meters)                     COMP
 GW2810  Z           -   3,847,284.313 (meters)                     COMP
 GW2810  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 GW2810  ELLIP HEIGHT-         267.16  (meters)          (05/17/02) GPS OBS
 GW2810  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2810
 GW2810  HORZ ORDER  -  FIRST
 GW2810  ELLP ORDER  -  FOURTH    CLASS II
 GW2810
 GW2810.The horizontal coordinates were established by GPS observations
 GW2810.and adjusted by the National Geodetic Survey in September 1995..
 GW2810
 GW2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2810
 GW2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2810
 GW2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2810
 GW2810.The ellipsoidal height was determined by GPS observations
 GW2810.and is referenced to NAD 83.
 GW2810
 GW2810.The geoid height was determined by GEOID03.
 GW2810
 GW2810;                    North         East     Units Scale Factor Converg.
 GW2810;SPC VA S     - 1,111,806.776 3,406,893.743   MT  0.99994555   -0 38 15.8
 GW2810;SPC VA S     - 3,647,652.73 11,177,450.56   sFT  0.99994555   -0 38 15.8
 GW2810;UTM  17      - 4,133,149.922   628,384.738   MT  0.99980304   +0 52 44.7
 GW2810
 GW2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2810!SPC VA S     -   0.99995808  x   0.99994555  =   0.99990363
 GW2810!UTM  17      -   0.99995808  x   0.99980304  =   0.99976113
 GW2810
 GW2810:                Primary Azimuth Mark                     Grid Az
 GW2810:SPC VA S     -  CTY BEDFORD BDRY MARKER 011              103 38 48.0
 GW2810:UTM  17      -  CTY BEDFORD BDRY MARKER 011              102 07 47.5
 GW2810
 GW2810|---------------------------------------------------------------------|
 GW2810| PID    Reference Object                     Distance      Geod. Az  |
 GW2810|                                                           dddmmss.s |
 GW2810| GW2809 CTY BEDFORD BDRY MARKER 011         APPROX. 0.7 KM 1030032.2 |
 GW2810| GW2811 CTY BEDFORD BDRY MARKER 013         APPROX. 0.6 KM 2964925.0 |
 GW2810|---------------------------------------------------------------------|
 GW2810
 GW2810                          SUPERSEDED SURVEY CONTROL
 GW2810
 GW2810  ELLIP H (09/08/95)  267.23   (m)                       GP(       ) 4 2
 GW2810  NAD 83(1993)-  37 20 10.18498(N)    079 33 02.60211(W) AD(       ) 1
 GW2810  ELLIP H (11/14/94)  267.23   (m)                       GP(       ) 4 2
 GW2810  NAD 83(1986)-  37 20 10.19180(N)    079 33 02.61574(W) AD(       ) 1
 GW2810  NGVD 29 (07/01/93)  299.5    (m)          983.     (f) GPS OBS        
 GW2810
 GW2810.Superseded values are not recommended for survey control.
 GW2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2810.See file dsdata.txt to determine how the superseded data were derived.
 GW2810
 GW2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2838533150(NAD 83)
 GW2810_MARKER: Z = SEE DESCRIPTION
 GW2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2810_SP_SET: CONCRETE POST
 GW2810_MARK LOGO: VA0130
 GW2810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2810+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2810
 GW2810  HISTORY     - Date     Condition        Report By
 GW2810  HISTORY     - 1992     MONUMENTED       VA0130
 GW2810
 GW2810                          STATION DESCRIPTION
 GW2810
 GW2810'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2810'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) WEST OF THE
 GW2810'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2810'TO REACH THE STATION FROM THE  WESTERNMOST INTERSECTION OF U.S.460
 GW2810'BUSINESS AND U.S.460 BYPASS PROCEED 0.4 MI (0.6 KM) WEST ALONG U.S.
 GW2810'460 TO THE FIRST EAST-WEST CROSSOVER.  TURN LEFT AND TRAVEL EASTERLY,
 GW2810'PAST THE TERRACE HOUSE RESTAURANT TO A GRAVEL DRIVEWAY ON THE RIGHT.
 GW2810'TURN RIGHT ON TO THE GRAVEL DRIVEWAY AND PROCEED 0.2 MI (0.3 KM)
 GW2810'SOUTHEASTERLY TO THE STATION ON THE RIGHT IN A FIELD.
 GW2810'THE STATION IS AN BRASS PIN SET IN A 0.4 FT (0.1 M) SQUARE CONCRETE
 GW2810'MONUMENT, PROTRUDING APPROXIMATELY 0.1 FT (0.0 M) ABOVE THE GROUND
 GW2810'SURFACE. THE MONUMENT IS LOCATED 44.0 FT (13.4 M) WEST OF THE
 GW2810'WESTERNMOST EDGE OF THE GRAVEL DRIVEWAY, 129.8 FT (39.6 M) NORTHWEST
 GW2810'OF THE NORTHWESTERNMOST CORNER OF THE HOUSE, AND 171.9 FT (52.4 M)
 GW2810'NORTHWEST OF THE SOUTHWESTERNMOST CORNER OF A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2811 ***********************************************************************
 GW2811  DESIGNATION -  CTY BEDFORD BDRY MARKER 013
 GW2811  PID         -  GW2811
 GW2811  STATE/COUNTY-  VA/C OF BEDFORD
 GW2811  USGS QUAD   -  BEDFORD (1989)
 GW2811
 GW2811                         *CURRENT SURVEY CONTROL
 GW2811  ___________________________________________________________________
 GW2811* NAD 83(1993)-  37 20 19.57186(N)    079 33 25.85345(W)     ADJUSTED  
 GW2811* NAVD 88     -       305.7    (meters)    1003.     (feet)  VERTCON   
 GW2811  ___________________________________________________________________
 GW2811  X           -     920,317.090 (meters)                     COMP
 GW2811  Y           -  -4,993,393.363 (meters)                     COMP
 GW2811  Z           -   3,847,518.265 (meters)                     COMP
 GW2811  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 GW2811  ELLIP HEIGHT-         273.52  (meters)          (05/17/02) GPS OBS
 GW2811  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2811
 GW2811  HORZ ORDER  -  FIRST
 GW2811  ELLP ORDER  -  FOURTH    CLASS II
 GW2811
 GW2811.The horizontal coordinates were established by GPS observations
 GW2811.and adjusted by the National Geodetic Survey in September 1995..
 GW2811
 GW2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2811
 GW2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2811
 GW2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2811
 GW2811.The ellipsoidal height was determined by GPS observations
 GW2811.and is referenced to NAD 83.
 GW2811
 GW2811.The geoid height was determined by GEOID03.
 GW2811
 GW2811;                    North         East     Units Scale Factor Converg.
 GW2811;SPC VA S     - 1,112,102.518 3,406,324.690   MT  0.99994553   -0 38 29.9
 GW2811;SPC VA S     - 3,648,623.01 11,175,583.59   sFT  0.99994553   -0 38 29.9
 GW2811;UTM  17      - 4,133,430.457   627,808.139   MT  0.99980122   +0 52 30.8
 GW2811
 GW2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2811!SPC VA S     -   0.99995708  x   0.99994553  =   0.99990261
 GW2811!UTM  17      -   0.99995708  x   0.99980122  =   0.99975831
 GW2811
 GW2811:                Primary Azimuth Mark                     Grid Az
 GW2811:SPC VA S     -  CTY BEDFORD BDRY MARKER 014              014 05 34.6
 GW2811:UTM  17      -  CTY BEDFORD BDRY MARKER 014              012 34 33.9
 GW2811
 GW2811|---------------------------------------------------------------------|
 GW2811| PID    Reference Object                     Distance      Geod. Az  |
 GW2811|                                                           dddmmss.s |
 GW2811| GW2812 CTY BEDFORD BDRY MARKER 014         APPROX. 0.7 KM 0132704.7 |
 GW2811| GW2810 CTY BEDFORD BDRY MARKER 012         APPROX. 0.6 KM 1164910.9 |
 GW2811|---------------------------------------------------------------------|
 GW2811
 GW2811                          SUPERSEDED SURVEY CONTROL
 GW2811
 GW2811  NAD 83(1993)-  37 20 19.57185(N)    079 33 25.85350(W) AD(       ) 1
 GW2811  ELLIP H (11/14/94)  273.60   (m)                       GP(       ) 4 2
 GW2811  NAD 83(1986)-  37 20 19.57864(N)    079 33 25.86710(W) AD(       ) 1
 GW2811  NGVD 29 (07/01/93)  305.9    (m)         1004.     (f) GPS OBS        
 GW2811
 GW2811.Superseded values are not recommended for survey control.
 GW2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2811.See file dsdata.txt to determine how the superseded data were derived.
 GW2811
 GW2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2780833430(NAD 83)
 GW2811_MARKER: Z = SEE DESCRIPTION
 GW2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2811_SP_SET: CONCRETE POST
 GW2811_MARK LOGO: VA0130
 GW2811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2811+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2811
 GW2811  HISTORY     - Date     Condition        Report By
 GW2811  HISTORY     - 1992     MONUMENTED       VA0130
 GW2811  HISTORY     - 20051027 MARK NOT FOUND   GEOCAC
 GW2811  HISTORY     - 20051223 MARK NOT FOUND   USPSQD
 GW2811
 GW2811                          STATION DESCRIPTION
 GW2811
 GW2811'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2811'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) WEST OF THE
 GW2811'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2811'TO REACH THE STATION FROM THE  WESTERNMOST INTERSECTION OF U.S.460
 GW2811'BUSINESS AND U.S.460 BYPASS PROCEED 0.6 MI (1.0 KM) WEST ALONG U.S.
 GW2811'460 AN THE INTERSECTION WITH BALDWIN STREET.  TURN LEFT ON BALDWIN
 GW2811'STREET THEN RIGHT ON SALEM TURNPIKE.  TRAVEL 0.1 MI (0.2 KM) WEST
 GW2811'ALONG SALEM TURNPIKE TO THE STATION ON THE RIGHT, JUST SOUTHWEST OF A
 GW2811'SOUTHERLY BEND IN THE ROAD.
 GW2811'THE STATION IS AN BRASS PIN SET IN A 0.4 FT (0.1 M) SQUARE CONCRETE
 GW2811'MONUMENT, FLUSH WITH THE GROUND SURFACE. THE MONUMENT IS LOCATED 77.0
 GW2811'FT (23.5 M) WEST OF THE CENTERLINE OF SALEM TURNPIKE, 81.0 FT
 GW2811'(24.7 M) EAST OF A 4.0 FT (1.2 M) OAK TREE, AND 105.5 FT (32.2 M)
 GW2811'SOUTHWEST OF THE ASPHALT P.I. OF THE TURN IN SALEM TURNPIKE.
 GW2811
 GW2811                          STATION RECOVERY (2005)
 GW2811
 GW2811'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2811'THE DESCRIBED LOCATION NOW FALLS WITHIN THE PAVED PARKING LOT FOR THE
 GW2811'SALEM COURT APARTMENTS.
 GW2811
 GW2811                          STATION RECOVERY (2005)
 GW2811
 GW2811'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2811'MEASUREMENT PUTS STATION LOCATION IN PAVED PARKING LOT
 GW2811' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2812 ***********************************************************************
 GW2812  DESIGNATION -  CTY BEDFORD BDRY MARKER 014
 GW2812  PID         -  GW2812
 GW2812  STATE/COUNTY-  VA/C OF BEDFORD
 GW2812  USGS QUAD   -  BEDFORD (1989)
 GW2812
 GW2812                         *CURRENT SURVEY CONTROL
 GW2812  ___________________________________________________________________
 GW2812* NAD 83(1993)-  37 20 43.00946(N)    079 33 18.83196(W)     ADJUSTED  
 GW2812* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 GW2812  ___________________________________________________________________
 GW2812  X           -     920,407.209 (meters)                     COMP
 GW2812  Y           -  -4,992,928.812 (meters)                     COMP
 GW2812  Z           -   3,848,091.050 (meters)                     COMP
 GW2812  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GW2812  ELLIP HEIGHT-         270.73  (meters)          (05/17/02) GPS OBS
 GW2812  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW2812
 GW2812  HORZ ORDER  -  FIRST
 GW2812  ELLP ORDER  -  FOURTH    CLASS II
 GW2812
 GW2812.The horizontal coordinates were established by GPS observations
 GW2812.and adjusted by the National Geodetic Survey in September 1995..
 GW2812
 GW2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2812
 GW2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2812
 GW2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2812
 GW2812.The ellipsoidal height was determined by GPS observations
 GW2812.and is referenced to NAD 83.
 GW2812
 GW2812.The geoid height was determined by GEOID03.
 GW2812
 GW2812;                    North         East     Units Scale Factor Converg.
 GW2812;SPC VA S     - 1,112,823.056 3,406,505.582   MT  0.99994548   -0 38 25.6
 GW2812;SPC VA S     - 3,650,986.98 11,176,177.06   sFT  0.99994548   -0 38 25.6
 GW2812;UTM  17      - 4,134,155.426   627,969.870   MT  0.99980173   +0 52 35.5
 GW2812
 GW2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2812!SPC VA S     -   0.99995752  x   0.99994548  =   0.99990300
 GW2812!UTM  17      -   0.99995752  x   0.99980173  =   0.99975926
 GW2812
 GW2812:                Primary Azimuth Mark                     Grid Az
 GW2812:SPC VA S     -  CTY BEDFORD BDRY MARKER 013              194 05 34.6
 GW2812:UTM  17      -  CTY BEDFORD BDRY MARKER 013              192 34 33.5
 GW2812
 GW2812|---------------------------------------------------------------------|
 GW2812| PID    Reference Object                     Distance      Geod. Az  |
 GW2812|                                                           dddmmss.s |
 GW2812| GW2811 CTY BEDFORD BDRY MARKER 013         APPROX. 0.7 KM 1932709.0 |
 GW2812|---------------------------------------------------------------------|
 GW2812
 GW2812                          SUPERSEDED SURVEY CONTROL
 GW2812
 GW2812  ELLIP H (09/08/95)  270.80   (m)                       GP(       ) 4 2
 GW2812  NAD 83(1993)-  37 20 43.00943(N)    079 33 18.83201(W) AD(       ) 1
 GW2812  ELLIP H (11/14/94)  270.80   (m)                       GP(       ) 4 2
 GW2812  NAD 83(1986)-  37 20 43.01621(N)    079 33 18.84559(W) AD(       ) 1
 GW2812  NGVD 29 (07/01/93)  303.1    (m)          994.     (f) GPS OBS        
 GW2812
 GW2812.Superseded values are not recommended for survey control.
 GW2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2812.See file dsdata.txt to determine how the superseded data were derived.
 GW2812
 GW2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2797034155(NAD 83)
 GW2812_MARKER: N = NAIL
 GW2812_SETTING: 0 = UNSPECIFIED SETTING
 GW2812_MARK LOGO: VA0130
 GW2812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2812+SATELLITE: SATELLITE OBSERVATIONS - 1992
 GW2812
 GW2812  HISTORY     - Date     Condition        Report By
 GW2812  HISTORY     - 1992     MONUMENTED       VA0130
 GW2812  HISTORY     - 20051223 MARK NOT FOUND   USPSQD
 GW2812
 GW2812                          STATION DESCRIPTION
 GW2812
 GW2812'DESCRIBED BY CITY OF BEDFORD VIRGINIA 1992
 GW2812'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) NORTHWEST OF THE
 GW2812'COURTHOUSE IN BEDFORD, VIRGINIA.
 GW2812'TO REACH THE STATION FROM THE INTERSECTION OF U.S.460 BYPASS AND
 GW2812'BALDWIN STREET, PROCEED NORTH, THEN EAST 0.7 MI (1.1 KM) ALONG
 GW2812'BALDWIN STREET TO THE INTERSECTION WITH ABRASIVE AVENUE, TURN LEFT
 GW2812'ONTO ABRASIVE AVENUE, AND TRAVEL 0.2 MI (0.3 KM) NORTHWEST TO A DIRT
 GW2812'DRIVEWAY AT THE WESTERN EDGE OF THE WHEELABRATOR PLANT PARKING LOT.
 GW2812'PROCEED 0.2 MI (0.3 KM) NORTHWESTERLY ALONG THE DIRT DRIVE TO A FIELD
 GW2812'ROAD ON THE LEFT. CONTINUE ALONG THE FIELD ROAD APPROXIMATELY 200 FT
 GW2812'(61.0 M) TO THE STATION ON THE LEFT.
 GW2812'THE STATION IS A PK NAIL SET IN A CONCRETE MONUMENT APPROXIMATELY
 GW2812'0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  THE MONUMENT IS LOCATED
 GW2812'85.5 FT (26.1 M) SOUTHEAST OF POWER POLE NUMBER 91-87, 102.2 FT
 GW2812'(31.2 M) SOUTHWEST OF THE SOUTHWESTERNMOST CORNER OF A WOODEN SHED,
 GW2812'AND 112.6 FT (34.3 M) SOUTHEAST OF THE SOUTHEASTERNMOST HOUSE CORNER.
 GW2812
 GW2812                          STATION RECOVERY (2005)
 GW2812
 GW2812'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2812'NO REFERENCE MARKS AT THIS LOCATION, NO HOUS, NO SHED, NO POWER POLE
 GW2812'NUM 91-87
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8381 ***********************************************************************
 HV8381  DESIGNATION -  CUB
 HV8381  PID         -  HV8381
 HV8381  STATE/COUNTY-  VA/FAIRFAX
 HV8381  USGS QUAD   -  MANASSAS (1994)
 HV8381
 HV8381                         *CURRENT SURVEY CONTROL
 HV8381  ___________________________________________________________________
 HV8381* NAD 83(1993)-  38 49 05.64768(N)    077 27 56.31675(W)     ADJUSTED  
 HV8381* NAVD 88     -        66.2    (meters)     217.     (feet)  VERTCON   
 HV8381  ___________________________________________________________________
 HV8381  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 HV8381  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8381
 HV8381  HORZ ORDER  -  SECOND
 HV8381
 HV8381.The horizontal coordinates were established by classical geodetic methods
 HV8381.and adjusted by the National Geodetic Survey in November 1994..
 HV8381
 HV8381.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8381
 HV8381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8381
 HV8381.The geoid height was determined by GEOID03.
 HV8381
 HV8381;                    North         East     Units Scale Factor Converg.
 HV8381;SPC VA N     - 2,128,329.678 3,589,825.391   MT  0.99995450   +0 38 44.0
 HV8381;SPC VA N     - 6,982,694.95 11,777,618.80   sFT  0.99995450   +0 38 44.0
 HV8381;UTM  18      - 4,299,494.547   285,936.128   MT  1.00016430   -1 32 46.2
 HV8381
 HV8381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8381!SPC VA N     -   0.99999461  x   0.99995450  =   0.99994911
 HV8381!UTM  18      -   0.99999461  x   1.00016430  =   1.00015891
 HV8381
 HV8381                          SUPERSEDED SURVEY CONTROL
 HV8381
 HV8381  NAD 83(1993)-  38 49 05.64645(N)    077 27 56.32432(W) AD(       ) 2
 HV8381  NAD 83(1986)-  38 49 05.64673(N)    077 27 56.32947(W) AD(       ) 2
 HV8381  NGVD 29 (01/12/90)   66.4    (m)          218.     (f) VERT ANG       
 HV8381
 HV8381.Superseded values are not recommended for survey control.
 HV8381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8381.See file dsdata.txt to determine how the superseded data were derived.
 HV8381
 HV8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8593699495(NAD 83)
 HV8381_MARKER: DD = SURVEY DISK
 HV8381_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8381_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8381
 HV8381  HISTORY     - Date     Condition        Report By
 HV8381  HISTORY     - 1969     MONUMENTED       VA-059
 HV8381  HISTORY     - 1975     GOOD             VA-059
 HV8381  HISTORY     - 1977     GOOD             VA-059
 HV8381
 HV8381                          STATION DESCRIPTION
 HV8381
 HV8381'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8381'STATION IS 2.5 MILES SOUTH WEST OF CENTREVILLE AND ABOUT 500 FEET
 HV8381'SOUTH EAST OF THE EAST BOUND LANE OF INTERSTATE 66
 HV8381'
 HV8381'FROM CENTREVILLE PROCEED 2.3 MILES SOUTH WEST ALONG ROUTE 28, THENCE
 HV8381'1.1 MILES NORTH WEST ALONG COMPTON ROAD, THENCE 0.2 MILES GENERALLY
 HV8381'WEST AND SOUTH WEST ALONG A PRIVATE ROAD.  10.0 FEET SOUTH OF CENTER
 HV8381'ROAD OPPOSITE.  8.7 FEET EAST OF C AND P POLE NUMBER 29.
 HV8381'
 HV8381'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---CUB 1969---
 HV8381
 HV8381                          STATION RECOVERY (1975)
 HV8381
 HV8381'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8381'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PRIVATE DRIVE SERVES
 HV8381'14925 COMPTON ROAD, SEE FAIRFAX COUNTY TAX MAP 64-4, REVISED TO 1-1-76
 HV8381
 HV8381                          STATION RECOVERY (1977)
 HV8381
 HV8381'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8381'THE STATION WAS RECOVERED IN GOOD SHAPE FROM THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8382 ***********************************************************************
 HV8382  DESIGNATION -  CUB 1
 HV8382  PID         -  HV8382
 HV8382  STATE/COUNTY-  VA/FAIRFAX
 HV8382  USGS QUAD   -  MANASSAS (1994)
 HV8382
 HV8382                         *CURRENT SURVEY CONTROL
 HV8382  ___________________________________________________________________
 HV8382* NAD 83(1993)-  38 49 10.82043(N)    077 27 34.34741(W)     ADJUSTED  
 HV8382* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 HV8382  ___________________________________________________________________
 HV8382  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 HV8382  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV8382
 HV8382  HORZ ORDER  -  SECOND
 HV8382
 HV8382.The horizontal coordinates were established by classical geodetic methods
 HV8382.and adjusted by the National Geodetic Survey in November 1994..
 HV8382
 HV8382.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8382
 HV8382.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8382
 HV8382.The geoid height was determined by GEOID03.
 HV8382
 HV8382;                    North         East     Units Scale Factor Converg.
 HV8382;SPC VA N     - 2,128,495.160 3,590,353.521   MT  0.99995459   +0 38 57.7
 HV8382;SPC VA N     - 6,983,237.87 11,779,351.51   sFT  0.99995459   +0 38 57.7
 HV8382;UTM  18      - 4,299,639.740   286,470.311   MT  1.00016149   -1 32 32.6
 HV8382
 HV8382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8382!SPC VA N     -   0.99999464  x   0.99995459  =   0.99994923
 HV8382!UTM  18      -   0.99999464  x   1.00016149  =   1.00015613
 HV8382
 HV8382                          SUPERSEDED SURVEY CONTROL
 HV8382
 HV8382  NAD 83(1993)-  38 49 10.81923(N)    077 27 34.35492(W) AD(       ) 2
 HV8382  NAD 83(1986)-  38 49 10.81950(N)    077 27 34.36014(W) AD(       ) 2
 HV8382  NGVD 29 (01/12/90)   66.2    (m)          217.     (f) VERT ANG       
 HV8382
 HV8382.Superseded values are not recommended for survey control.
 HV8382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8382.See file dsdata.txt to determine how the superseded data were derived.
 HV8382
 HV8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8647099640(NAD 83)
 HV8382_MARKER: Z = SEE DESCRIPTION
 HV8382_SETTING: 0 = UNSPECIFIED SETTING
 HV8382_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8382
 HV8382  HISTORY     - Date     Condition        Report By
 HV8382  HISTORY     - 1974     MONUMENTED       VA-059
 HV8382
 HV8382                          STATION DESCRIPTION
 HV8382
 HV8382'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1974 (WTL)
 HV8382'THE STATION IS LOCATED ABOUT 2.22 MILES SOUTHWEST OF CENTREVILLE AND
 HV8382'0.88 MILES NORTHWEST OF COMPTONS CORNER. LOCATED ON THE COLONIAL GAS
 HV8382'LINE EASEMENT 600 FEET + OR -, NORTHEAST OF GAS LINE INTERSECTING
 HV8382'COMPTONS ROAD. SEE FAIRFAX COUNTY TAX MAP 64-4.
 HV8382'
 HV8382'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 29-211 AND ROUTE
 HV8382'28, IN CENTREVILLE, PROCEED SOUTH ON ROUTE 28 TO INTERSECTION OF
 HV8382'ROUTE 28 AND OLD CENTREVILLE ROAD, TURN RIGHT ON CENTREVILLE ROAD TO
 HV8382'OLD MILL ROAD AND TURN RIGHT ON OLD MILL ROAD. CONTINUE TO THE
 HV8382'INTERSECTION WITH MT.  OLIVE ROAD, ROUTE 859. BEAR LEFT, ON MT. OLIVE
 HV8382'ROAD FOR 0.6 MILES TO THE ENTRANCE OF IZAAK WALTON PARK ON THE RIGHT.
 HV8382'TURN IN PARK, PROCEED 0.1 MILES TO WHERE GAS LINE INTERSECTS GRAVEL
 HV8382'ROAD. TURN LEFT DOWN GAS LINE FOR 0.05 MILES. STATION IS ON THE
 HV8382'CLEARED LINE ON THE RIGHT.
 HV8382'
 HV8382'THE STATION IS A REINFORCING ROD WITH YELLOW CAP, STAMPED---FAIRFAX
 HV8382'CO DPW SUR--- IN THE GROUND 12 TO 15 INCHES BELOW THE GROUND SURFACE,
 HV8382'LOCATED 660 FEET W FROM THE CENTER LINE OF GRAVEL ROAD TO IZAAK
 HV8382'WALTON PARK.
 HV8382'
 HV8382'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN A 6 INCH TWIN OAK LOCATED
 HV8382'55 FEET N FROM RM-3.
 HV8382'
 HV8382'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN A 6 INCH HICHORY LOCATED 45
 HV8382'FEET E FROM RM 1.
 HV8382'
 HV8382'REFERENCE MARK NO. 03 IS A FILED X ON THE TOP OF A PIPE, A WHITE
 HV8382'METAL, GAS LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8383 ***********************************************************************
 HV8383  DESIGNATION -  CUB 2
 HV8383  PID         -  HV8383
 HV8383  STATE/COUNTY-  VA/FAIRFAX
 HV8383  USGS QUAD   -  MANASSAS (1994)
 HV8383
 HV8383                         *CURRENT SURVEY CONTROL
 HV8383  ___________________________________________________________________
 HV8383* NAD 83(1993)-  38 49 10.90404(N)    077 27 23.64406(W)     ADJUSTED  
 HV8383* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 HV8383  ___________________________________________________________________
 HV8383  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 HV8383  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV8383
 HV8383  HORZ ORDER  -  SECOND
 HV8383
 HV8383.The horizontal coordinates were established by classical geodetic methods
 HV8383.and adjusted by the National Geodetic Survey in November 1994..
 HV8383
 HV8383.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8383
 HV8383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8383
 HV8383.The geoid height was determined by GEOID03.
 HV8383
 HV8383;                    North         East     Units Scale Factor Converg.
 HV8383;SPC VA N     - 2,128,500.668 3,590,611.670   MT  0.99995459   +0 39 04.4
 HV8383;SPC VA N     - 6,983,255.94 11,780,198.45   sFT  0.99995459   +0 39 04.4
 HV8383;UTM  18      - 4,299,635.371   286,728.535   MT  1.00016013   -1 32 25.9
 HV8383
 HV8383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8383!SPC VA N     -   0.99999351  x   0.99995459  =   0.99994810
 HV8383!UTM  18      -   0.99999351  x   1.00016013  =   1.00015364
 HV8383
 HV8383                          SUPERSEDED SURVEY CONTROL
 HV8383
 HV8383  NAD 83(1993)-  38 49 10.90284(N)    077 27 23.65151(W) AD(       ) 2
 HV8383  NAD 83(1986)-  38 49 10.90312(N)    077 27 23.65679(W) AD(       ) 2
 HV8383  NGVD 29 (01/12/90)   73.4    (m)          241.     (f) VERT ANG       
 HV8383
 HV8383.Superseded values are not recommended for survey control.
 HV8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8383.See file dsdata.txt to determine how the superseded data were derived.
 HV8383
 HV8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8672999635(NAD 83)
 HV8383_MARKER: Z = SEE DESCRIPTION
 HV8383_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8383_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8383_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8383
 HV8383  HISTORY     - Date     Condition        Report By
 HV8383  HISTORY     - 1975     MONUMENTED       VA-059
 HV8383
 HV8383                          STATION DESCRIPTION
 HV8383
 HV8383'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8383'THE STATION IS LOCATED ABOUT 8.4 MILES WEST OF FAIRFAX, 4.8 MILES
 HV8383'NORTHWEST OF CLIFTON, 2.2 MILES SOUTHWEST OF CENTREVILLE, IN THE
 HV8383'COLONIAL GAS PIPELINE COMPANY EASEMENT ABOUT 265 FEET EAST OF THE
 HV8383'GRAVELED ENTRANCE DRIVE TO THE ISAAC WALTON PARK. SEE FAIRFAX COUNTY
 HV8383'TAX MAP 65-1, REVISED TO 1-1-76.
 HV8383'
 HV8383'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 29-211 AND ROUTE 28,
 HV8383'SULLY ROAD, IN CENTREVILLE GO SOUTH ON ROUTE 28 TO THE INTERSECTION
 HV8383'WITH ROUTE 657, OLD CENTREVILLE ROAD. TURN RIGHT ON ROUTE 657 AND GO
 HV8383'SOUTHWEST TO THE JUNCTION WITH ROUTE 859, OLD MILL ROAD. TURN RIGHT
 HV8383'AND GO NORTHWEST TO THE JUNCTION WITH MT OLIVE ROAD. BEAR LEFT ON MT
 HV8383'OLIVE ROAD AND GO SOUTHWEST FOR 0.6 MILES TO THE ISAAC WALTON PARK.
 HV8383'TURN RIGHT INTO PARK AND GO NORTH FOR 0.1 MILES TO THE PIPELINE
 HV8383'EASEMENT. TURN RIGHT AND GO 0.05 MILES EAST TO STATION ON THE RIGHT.
 HV8383'
 HV8383'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8383'CO DPW SUR--- IN GROUND 12 INCHES BENEATH THE SURFACE WITH AN IRON
 HV8383'RAILROAD SPIKE THAT WAS ADDED TO AID IN MAGNETIC DETECTION. LOCATED
 HV8383'265 FEET E FROM THE CENTERLINE OF THE ENTRANCE DRIVE, AND 4 FEET N
 HV8383'FROM THE EDGE OF WOODS.
 HV8383'
 HV8383'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF A 5 INCH OAK
 HV8383'TREE LOCATED 74 FEET S FROM THE CENTERLINE OF THE PIPELINE EASEMENT.
 HV8383'
 HV8383'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN THE SIDE OF A 5 INCH PINE
 HV8383'TREE LOCATED 78 FEET S FROM THE CENTERLINE OF THE PIPELINE EASEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8384 ***********************************************************************
 HV8384  DESIGNATION -  CUB 3
 HV8384  PID         -  HV8384
 HV8384  STATE/COUNTY-  VA/FAIRFAX
 HV8384  USGS QUAD   -  MANASSAS (1994)
 HV8384
 HV8384                         *CURRENT SURVEY CONTROL
 HV8384  ___________________________________________________________________
 HV8384* NAD 83(1993)-  38 49 16.81290(N)    077 27 11.20070(W)     ADJUSTED  
 HV8384* NAVD 88     -        85.0    (meters)     279.     (feet)  VERTCON   
 HV8384  ___________________________________________________________________
 HV8384  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 HV8384  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV8384
 HV8384  HORZ ORDER  -  SECOND
 HV8384
 HV8384.The horizontal coordinates were established by classical geodetic methods
 HV8384.and adjusted by the National Geodetic Survey in November 1994..
 HV8384
 HV8384.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8384
 HV8384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8384
 HV8384.The geoid height was determined by GEOID03.
 HV8384
 HV8384;                    North         East     Units Scale Factor Converg.
 HV8384;SPC VA N     - 2,128,686.275 3,590,909.741   MT  0.99995470   +0 39 12.2
 HV8384;SPC VA N     - 6,983,864.89 11,781,176.38   sFT  0.99995470   +0 39 12.2
 HV8384;UTM  18      - 4,299,809.478   287,033.548   MT  1.00015853   -1 32 18.3
 HV8384
 HV8384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8384!SPC VA N     -   0.99999166  x   0.99995470  =   0.99994636
 HV8384!UTM  18      -   0.99999166  x   1.00015853  =   1.00015019
 HV8384
 HV8384                          SUPERSEDED SURVEY CONTROL
 HV8384
 HV8384  NAD 83(1993)-  38 49 16.81173(N)    077 27 11.20812(W) AD(       ) 2
 HV8384  NAD 83(1986)-  38 49 16.81201(N)    077 27 11.21345(W) AD(       ) 2
 HV8384  NGVD 29 (01/12/90)   85.2    (m)          280.     (f) VERT ANG       
 HV8384
 HV8384.Superseded values are not recommended for survey control.
 HV8384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8384.See file dsdata.txt to determine how the superseded data were derived.
 HV8384
 HV8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8703499809(NAD 83)
 HV8384_MARKER: Z = SEE DESCRIPTION
 HV8384_SETTING: 0 = UNSPECIFIED SETTING
 HV8384_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8384
 HV8384  HISTORY     - Date     Condition        Report By
 HV8384  HISTORY     - 1975     MONUMENTED       VA-059
 HV8384
 HV8384                          STATION DESCRIPTION
 HV8384
 HV8384'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8384'THE STATION IS LOCATED ABOUT 1.88 MILES SOUTHWEST OF CENTREVILLE AND
 HV8384'0.78 MILES NORTHWEST OF COMPTONS CORNER IN AN AREA KNOWN AS UNIONTOWN
 HV8384'AND IS ON THE GASLINE AND IS ABOUT 575 FEET SOUTHWEST FROM WHERE THE
 HV8384'GASLINE INTERSECTS THE POWER LINES. SEE FAIRFAX COUNTY TAX MAP 65-1.
 HV8384'
 HV8384'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 29 AND 211 AND
 HV8384'ROUTE 28, IN CENTREVILLE, PROCEED SOUTH ON ROUTE 28, TO THE
 HV8384'INTERSECTION OF ROUTE 28 AND OLD CENTREVILLE ROAD. TURN RIGHT ON
 HV8384'CENTREVILLE ROAD TO OLD MILL ROAD AND TURN RIGHT ON OLD MILL ROAD.
 HV8384'CONTINUE TO THE INTERSECTION OF OLD MILL ROAD AND MT. OLIVE ROAD.
 HV8384'BEAR LEFT ON MT. OLIVE ROAD FOR 0.6 MILES TO THE ENTRANCE OF THE
 HV8384'ISAAK WALTON PARK ON THE RIGHT. TURN IN PARK AND PROCEED 0.1 MILES TO
 HV8384'WHERE GAS LINE INTERSECTS THE GRAVEL ROAD. TURN RIGHT UP THE GAS LINE
 HV8384'FOR 0.2 MILES PASSING PIG PEN ON RIGHT AND THE STATION JUST PAST THE
 HV8384'PIG PEN ON THE RIGHT.
 HV8384'
 HV8384'THE STATION IS A REINFORCING ROD WITH YELLOW CAP STAMPED---FAIRFAX
 HV8384'CO DPW SUR--- IN THE GROUND 12 TO 15 INCHES BELOW THE SURFACE,
 HV8384'LOCATED 6 FEET NW FROM THE EASEMENT FENCE.
 HV8384'
 HV8384'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN A 4 INCH ELM TREE LOCATED
 HV8384'21 FEET SE FROM THE EASEMENT FENCE.
 HV8384'
 HV8384'REFERENCE MARK NO. 02 IS A NAIL AND CAP IN AN 8 INCH OAK TREE IN THE
 HV8384'FENCE LINE. LOCATED 335 FEET W FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4304 ***********************************************************************
 GV4304  DESIGNATION -  CUBA
 GV4304  PID         -  GV4304
 GV4304  STATE/COUNTY-  VA/GLOUCESTER
 GV4304  USGS QUAD   -  ACHILLES (1983)
 GV4304
 GV4304                         *CURRENT SURVEY CONTROL
 GV4304  ___________________________________________________________________
 GV4304* NAD 83(1993)-  37 15 43.78538(N)    076 25 24.77386(W)     ADJUSTED  
 GV4304* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4304  ___________________________________________________________________
 GV4304  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV4304  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 GV4304
 GV4304  HORZ ORDER  -  THIRD
 GV4304
 GV4304.The horizontal coordinates were established by classical geodetic methods
 GV4304.and adjusted by the National Geodetic Survey in September 1995..
 GV4304
 GV4304.The orthometric height was scaled from a topographic map.
 GV4304
 GV4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4304
 GV4304.The geoid height was determined by GEOID03.
 GV4304
 GV4304;                    North         East     Units Scale Factor Converg.
 GV4304;SPC VA S     - 1,105,101.830 3,684,167.347   MT  0.99994708   +1 15 36.9
 GV4304;SPC VA S     - 3,625,654.92 12,087,139.04   sFT  0.99994708   +1 15 36.9
 GV4304;UTM  18      - 4,124,905.114   373,770.956   MT  0.99979628   -0 51 43.3
 GV4304
 GV4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4304!SPC VA S     -   1.00000554  x   0.99994708  =   0.99995262
 GV4304!UTM  18      -   1.00000554  x   0.99979628  =   0.99980182
 GV4304
 GV4304:                Primary Azimuth Mark                     Grid Az
 GV4304:SPC VA S     -  GREENE                                   017 43 12.2
 GV4304:UTM  18      -  GREENE                                   019 50 32.4
 GV4304
 GV4304|---------------------------------------------------------------------|
 GV4304| PID    Reference Object                     Distance      Geod. Az  |
 GV4304|                                                           dddmmss.s |
 GV4304| GV4312 GREENE                              436.901 METERS 0185849.1 |
 GV4304| GV4341 SANDY                               APPROX. 2.5 KM 0953451.6 |
 GV4304| DC9159 CUBA WM 1 BLAZE                      48.500 METERS 27425     |
 GV4304| DC9160 CUBA RM 2                            11.425 METERS 31645     |
 GV4304|---------------------------------------------------------------------|
 GV4304
 GV4304                          SUPERSEDED SURVEY CONTROL
 GV4304
 GV4304  NAD 83(1993)-  37 15 43.78545(N)    076 25 24.78339(W) AD(       ) 3
 GV4304  NAD 83(1986)-  37 15 43.79409(N)    076 25 24.80790(W) AD(       ) 3
 GV4304  NAD 27      -  37 15 43.28100(N)    076 25 26.00200(W) AD(       ) 3
 GV4304
 GV4304.Superseded values are not recommended for survey control.
 GV4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4304.See file dsdata.txt to determine how the superseded data were derived.
 GV4304
 GV4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7377124905(NAD 83)
 GV4304_MARKER: DS = TRIANGULATION STATION DISK
 GV4304_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV4304_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV4304
 GV4304  HISTORY     - Date     Condition        Report By
 GV4304  HISTORY     - 1932     MONUMENTED       CGS
 GV4304  HISTORY     - 1943     GOOD             CGS
 GV4304  HISTORY     - 1952     GOOD             CGS
 GV4304  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4304
 GV4304                          STATION DESCRIPTION
 GV4304
 GV4304'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4304'THE STATION IS ON THE SE POINT OF CUBA ISLAND, ON THE W
 GV4304'SHORE OF PERRIN RIVER.  IT IS ON THE HIGHEST PART OF THE
 GV4304'SANDY RIDGE, 2 METERS FROM HIGH-WATER LINE ON BOTH THE E AND
 GV4304'S.  THE HIGH-WATER LINE ON THE S IS WHERE A DEPRESSION MAKES
 GV4304'INTO THE POINT AND OUTSIDE OF WHICH THERE IS A SMALL SPIT
 GV4304'COVERED WITH MARSH GRASS.  THE RIDGE ON WHICH THE STATION IS
 GV4304'LOCATED IS COVERED WITH MARSH GRASS AND BRUSH.  THE BRUSH
 GV4304'IS ABOUT 6 FEET HIGH.  THE STATION IS IN THE SE EDGE OF THE
 GV4304'BRUSH.
 GV4304'
 GV4304'STATION MARK, IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 GV4304'THE TOP OF A TILE, AS DESCRIBED IN NOTE 6A.
 GV4304'
 GV4304'WITNESS MARK NO. 1, A TRIANGULAR BLAZE WITH A NAIL AT THE
 GV4304'CENTER AND EACH APEX OF THE TRIANGLE, ON THE NEAR FACE OF THE
 GV4304'MOST EASTERLY PINE TREE ON THE ISLAND.
 GV4304'
 GV4304'BOTH THE STATION MARK AND REFERENCE MARK PROJECT ABOUT 6 INCHES
 GV4304'ABOVE THE GROUND.
 GV4304'
 GV4304'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 GV4304'IN THE TOP OF A TILE, AS DESCRIBED IN NOTE 13A, IS ON THE
 GV4304'HIGHEST PART OF THE SAND RIDGE, BACK IN THE BRUSH.
 GV4304'
 GV4304'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 GV4304
 GV4304                          STATION RECOVERY (1943)
 GV4304
 GV4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4304'THIS STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION
 GV4304'IS ADEQUATE, EXCEPT FOR THE FOLLOWING CHANGES--
 GV4304'
 GV4304'REFERENCE MARK 1 IS GONE.  A LARGE STUMP WAS FOUND AT THE
 GV4304'SPECIFIED DISTANCE.
 GV4304'
 GV4304'DELETE--THE STATION IS IN THE SE EDGE OF THE BRUSH.
 GV4304'
 GV4304'ADDITION--THE STATION IS AT THE SE POINT OF THE BRUSH.  STATION
 GV4304'IS IN GOOD CONDITION AND IS STAMPED CUBA 1932.
 GV4304
 GV4304                          STATION RECOVERY (1952)
 GV4304
 GV4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4304'THE STATION WAS FOUND AS DESCRIBED AND WAS FOUND TO BE IN FAIR
 GV4304'CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED.
 GV4304
 GV4304                          STATION RECOVERY (2002)
 GV4304
 GV4304'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5858 ***********************************************************************
 GV5858  DESIGNATION -  CUCKOO
 GV5858  PID         -  GV5858
 GV5858  STATE/COUNTY-  VA/LOUISA
 GV5858  USGS QUAD   -  PENDLETON (1987)
 GV5858
 GV5858                         *CURRENT SURVEY CONTROL
 GV5858  ___________________________________________________________________
 GV5858* NAD 83(1993)-  37 57 10.54977(N)    077 54 00.88057(W)     ADJUSTED  
 GV5858* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 GV5858  ___________________________________________________________________
 GV5858  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 GV5858  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GV5858
 GV5858  HORZ ORDER  -  FIRST
 GV5858
 GV5858.The horizontal coordinates were established by classical geodetic methods
 GV5858.and adjusted by the National Geodetic Survey in November 1994..
 GV5858
 GV5858.The orthometric height was scaled from a topographic map.
 GV5858
 GV5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5858
 GV5858.The geoid height was determined by GEOID03.
 GV5858
 GV5858;                    North         East     Units Scale Factor Converg.
 GV5858;SPC VA S     - 1,179,908.393 3,552,711.159   MT  0.99999752   +0 21 50.4
 GV5858;SPC VA S     - 3,871,082.79 11,655,853.19   sFT  0.99999752   +0 21 50.4
 GV5858;UTM  18      - 4,204,560.983   245,176.857   MT  1.00039984   -1 47 04.7
 GV5858
 GV5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5858!SPC VA S     -   0.99998502  x   0.99999752  =   0.99998254
 GV5858!UTM  18      -   0.99998502  x   1.00039984  =   1.00038485
 GV5858
 GV5858:                Primary Azimuth Mark                     Grid Az
 GV5858:SPC VA S     -  CUCKOO AZ MK                             138 49 47.6
 GV5858:UTM  18      -  CUCKOO AZ MK                             140 58 42.7
 GV5858
 GV5858|---------------------------------------------------------------------|
 GV5858| PID    Reference Object                     Distance      Geod. Az  |
 GV5858|                                                           dddmmss.s |
 GV5858| DB6928 CUCKOO AZ MK                                       1391138.0 |
 GV5858| DB6930 CUCKOO RM 2                          23.168 METERS 19423     |
 GV5858| GV5855 EAST LEAKE LOOKOUT TOWER            APPROX.16.2 KM 1963738.7 |
 GV5858| DB6929 CUCKOO RM 1                          23.790 METERS 33921     |
 GV5858| HV5520 MINERAL MUNICIPAL TANK              APPROX. 6.4 KM 3545525.5 |
 GV5858|---------------------------------------------------------------------|
 GV5858
 GV5858                          SUPERSEDED SURVEY CONTROL
 GV5858
 GV5858  NAD 83(1986)-  37 57 10.55570(N)    077 54 00.89497(W) AD(       ) 1
 GV5858  NAD 27      -  37 57 10.05000(N)    077 54 01.91100(W) AD(       ) 1
 GV5858
 GV5858.Superseded values are not recommended for survey control.
 GV5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5858.See file dsdata.txt to determine how the superseded data were derived.
 GV5858
 GV5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4517704561(NAD 83)
 GV5858_MARKER: DS = TRIANGULATION STATION DISK
 GV5858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5858
 GV5858  HISTORY     - Date     Condition        Report By
 GV5858  HISTORY     - 1941     MONUMENTED       CGS
 GV5858  HISTORY     - 1958     GOOD             CGS
 GV5858  HISTORY     - 1962     GOOD             CGS
 GV5858  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV5858  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV5858
 GV5858                          STATION DESCRIPTION
 GV5858
 GV5858'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5858'THE STATION IS ON HIGH GROUND JUST E OF INDIAN CREEK, 5 MILES
 GV5858'SW OF FREDERICK HALL, AND 7 MILES SE OF LOUISA AT THE SMALL
 GV5858'SETTLEMENT AND CROSSROADS OF CUCKOO, ON PROPERTY OWNED BY MR.
 GV5858'W.M. FOREST.  THE MARK IS 37 FEET W OF THE CENTER OF THE COMBINED
 GV5858'ROUTES, U.S. HIGHWAY 33 AND STATE ROUTE 522, 55 FEET W OF THE
 GV5858'NW CORNER OF DR. PENDLETONS OFFICE, AND 18 FEET WNW OF THE
 GV5858'CUCKOO VILLAGE SIGN.  THE DISK IS STAMPED CUCKOO 1941 AND
 GV5858'PROJECTS 4 INCHES ABOVE THE GROUND.
 GV5858'
 GV5858'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5858'BRONZE DISKS SET IN CONCRETE.
 GV5858'
 GV5858'REFERENCE MARK NO. 1 IS NW OF THE STATION, 33 FEET W OF THE
 GV5858'COMBINED ROUTES 33 AND 522, AND 25 FEET W OF A LONE COFFEE
 GV5858'BEAN TREE.  THE DISK IS STAMPED CUCKOO NO. 1 1941 AND PROJECTS
 GV5858'4 INCHES ABOVE THE GROUND.
 GV5858'
 GV5858'REFERENCE MARK NO. 2 IS S OF THE STATION, 9 FEET W OF THE SW
 GV5858'CORNER OF DR. PENDLETONS OFFICE.  THE DISK IS STAMPED CUCKOO
 GV5858'NO. 2 1941 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 GV5858'
 GV5858'THE AZIMUTH MARK IS 0.3 MILE SE OF THE STATION, 42 FEET S OF
 GV5858'THE CENTER OF U.S. HIGHWAY 33, AND 85 FEET N OF THE FRONT
 GV5858'OF THE GILBO CHRISTIAN CHURCH.  THE DISK IS STAMPED CUCKOO
 GV5858'1941 AND IS FLUSH WITH THE SURFACE OF THE GROUND.  TO REACH
 GV5858'THE MARK FROM THE STATION, GO SE ON U.S. HIGHWAY 33 FOR 0.3
 GV5858'MILE TO A RED-BRICK CHURCH ON THE RIGHT AND MARK AS DESCRIBED.
 GV5858'
 GV5858'TO REACH THE STATION FROM THE POST OFFICE IN MINERAL, GO SE
 GV5858'ON COMBINED ROUTES 33 AND 522 FOR 3.95 MILES TO THE SMALL
 GV5858'SETTLEMENT AND CROSSROADS OF CUCKOO AND STATION AS DESCRIBED.
 GV5858'
 GV5858'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION JACKSON.
 GV5858'
 GV5858'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION SHANNON.
 GV5858'
 GV5858'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MINERAL.
 GV5858'
 GV5858'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GV5858
 GV5858                          STATION RECOVERY (1958)
 GV5858
 GV5858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV5858'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 GV5858'DESCRIBED IN THE ORIGINAL DESCRIPTION.
 GV5858
 GV5858                          STATION RECOVERY (1962)
 GV5858
 GV5858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GV5858'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV5858'TO BE IN GOOD CONDITION.
 GV5858'
 GV5858'THE ORIGINAL DESCRIPTION OF STATION IS ADEQUATE.
 GV5858
 GV5858                          STATION RECOVERY (1998)
 GV5858
 GV5858'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5858'MARK NOT FOUND.
 GV5858
 GV5858                          STATION RECOVERY (2002)
 GV5858
 GV5858'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3226 ***********************************************************************
 HV3226  DESIGNATION -  CULPEPER
 HV3226  PID         -  HV3226
 HV3226  STATE/COUNTY-  VA/CULPEPER
 HV3226  USGS QUAD   -  CULPEPER EAST (1981)
 HV3226
 HV3226                         *CURRENT SURVEY CONTROL
 HV3226  ___________________________________________________________________
 HV3226* NAD 83(1986)-  38 28 24.     (N)    077 59 48.     (W)     SCALED    
 HV3226* NAVD 88     -       130.826  (meters)     429.22   (feet)  ADJUSTED  
 HV3226  ___________________________________________________________________
 HV3226  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HV3226  DYNAMIC HT  -         130.745 (meters)     428.95  (feet)  COMP
 HV3226  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 HV3226
 HV3226  VERT ORDER  -  FIRST     CLASS II
 HV3226
 HV3226.The horizontal coordinates were scaled from a topographic map and have
 HV3226.an estimated accuracy of +/- 6 seconds.
 HV3226
 HV3226.The orthometric height was determined by differential leveling
 HV3226.and adjusted by the National Geodetic Survey in June 1991..
 HV3226
 HV3226.The geoid height was determined by GEOID03.
 HV3226
 HV3226.The dynamic height is computed by dividing the NAVD 88
 HV3226.geopotential number by the normal gravity value computed on the
 HV3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3226.degrees latitude (g = 980.6199 gals.).
 HV3226
 HV3226.The modeled gravity was interpolated from observed gravity values.
 HV3226
 HV3226;                    North         East    Units  Estimated Accuracy
 HV3226;SPC VA N     - 2,089,660.    3,543,920.      MT  (+/- 180 meters Scaled)
 HV3226
 HV3226                          SUPERSEDED SURVEY CONTROL
 HV3226
 HV3226  NGVD 29 (??/??/??)  131.045  (m)          429.94   (f) ADJUSTED    1 2
 HV3226
 HV3226.Superseded values are not recommended for survey control.
 HV3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3226.See file dsdata.txt to determine how the superseded data were derived.
 HV3226
 HV3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH385625(NAD 83)
 HV3226_MARKER: DB = BENCH MARK DISK
 HV3226_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HV3226_STAMPING: 430.098 CULPEPER 1934
 HV3226_MARK LOGO: CGS   
 HV3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3226+STABILITY: SURFACE MOTION
 HV3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3226+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV3226
 HV3226  HISTORY     - Date     Condition        Report By
 HV3226  HISTORY     - 1934     MONUMENTED       CGS
 HV3226  HISTORY     - 1965     GOOD             CGS
 HV3226  HISTORY     - 1984     GOOD             NGS
 HV3226  HISTORY     - 20010221 GOOD             USPSQD
 HV3226  HISTORY     - 20030828 GOOD             USPSQD
 HV3226  HISTORY     - 20050731 GOOD             USPSQD
 HV3226
 HV3226                          STATION DESCRIPTION
 HV3226
 HV3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HV3226'AT CULPEPER.
 HV3226'AT CULPEPER, AT THE MUNICIPAL BUILDING, IN THE SOUTH WALL, 1
 HV3226'FOOT EAST OF THE SOUTHWEST CORNER, 1.3 FEET WEST OF THE FRONT
 HV3226'DOOR, AND ABOUT 4.8 FEET HIGHER THAN THE WALK.  A STANDARD
 HV3226'DISK, STAMPED 430.098 CULPEPER 1934 AND SET VERTICALLY.
 HV3226
 HV3226                          STATION RECOVERY (1984)
 HV3226
 HV3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3226'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE WITH THE
 HV3226'FOLLOWING CORRECTION, THE MUNICIPAL BUILDING IS LOCATED AT 118 DAVIS
 HV3226'STREET.
 HV3226
 HV3226                          STATION RECOVERY (2001)
 HV3226
 HV3226'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3226'RECOVERED IN GOOD CONDITION.
 HV3226
 HV3226                          STATION RECOVERY (2003)
 HV3226
 HV3226'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV3226'RECOVERED IN GOOD CONDITION.
 HV3226
 HV3226                          STATION RECOVERY (2005)
 HV3226
 HV3226'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV3226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5536 ***********************************************************************
 HV5536  DESIGNATION -  CULPEPER
 HV5536  PID         -  HV5536
 HV5536  STATE/COUNTY-  VA/CULPEPER
 HV5536  USGS QUAD   -  CULPEPER EAST (1981)
 HV5536
 HV5536                         *CURRENT SURVEY CONTROL
 HV5536  ___________________________________________________________________
 HV5536* NAD 83(1993)-  38 27 19.21817(N)    077 59 56.32841(W)     ADJUSTED  
 HV5536* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 HV5536  ___________________________________________________________________
 HV5536  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 HV5536  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV5536
 HV5536  HORZ ORDER  -  SECOND
 HV5536
 HV5536.The horizontal coordinates were established by classical geodetic methods
 HV5536.and adjusted by the National Geodetic Survey in November 1994..
 HV5536
 HV5536.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5536
 HV5536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5536
 HV5536.The geoid height was determined by GEOID03.
 HV5536
 HV5536;                    North         East     Units Scale Factor Converg.
 HV5536;SPC VA N     - 2,087,660.291 3,543,730.025   MT  0.99995237   +0 18 45.7
 HV5536;SPC VA N     - 6,849,265.47 11,626,387.59   sFT  0.99995237   +0 18 45.7
 HV5536;UTM  18      - 4,260,599.198   238,306.592   MT  1.00044346   -1 51 58.1
 HV5536;UTM  17      - 4,260,605.001   761,871.437   MT  1.00044461   +1 52 02.7
 HV5536
 HV5536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5536!SPC VA N     -   0.99997919  x   0.99995237  =   0.99993156
 HV5536!UTM  18      -   0.99997919  x   1.00044346  =   1.00042264
 HV5536!UTM  17      -   0.99997919  x   1.00044461  =   1.00042379
 HV5536
 HV5536:                Primary Azimuth Mark                     Grid Az
 HV5536:SPC VA N     -  CULPEPER MUNICIPAL TANK                  027 19 38.8
 HV5536:UTM  18      -  CULPEPER MUNICIPAL TANK                  029 30 22.6
 HV5536:UTM  17      -  CULPEPER MUNICIPAL TANK                  025 46 21.8
 HV5536
 HV5536|---------------------------------------------------------------------|
 HV5536| PID    Reference Object                     Distance      Geod. Az  |
 HV5536|                                                           dddmmss.s |
 HV5536| HV5533 CULPEPER MUNICIPAL TANK             APPROX. 3.3 KM 0273824.5 |
 HV5536| DC6173 CULPEPER AZ MK                                     0425935.7 |
 HV5536| HV5539 CULPEPER ST POLICE RAD TOWER        APPROX. 7.7 KM 0552144.0 |
 HV5536| HV3862 BRANDY RESET                        APPROX.10.5 KM 0604440.6 |
 HV5536| DC6174 CULPEPER RM 1                        37.094 METERS 17310     |
 HV5536| HV5535 CULPEPER STANDPIPE 1942              53.300 METERS 22104     |
 HV5536| HV5537 CULPEPER 2                           33.642 METERS 22438     |
 HV5536| DC6175 CULPEPER RM 2                        35.052 METERS 24359     |
 HV5536|---------------------------------------------------------------------|
 HV5536
 HV5536                          SUPERSEDED SURVEY CONTROL
 HV5536
 HV5536  NAD 83(1986)-  38 27 19.22370(N)    077 59 56.33841(W) AD(       ) 2
 HV5536  NAD 27      -  38 27 18.76956(N)    077 59 57.34415(W) AD(       ) 2
 HV5536  NGVD 29 (07/19/86)  165.1    (m)          542.     (f) VERT ANG       
 HV5536
 HV5536.Superseded values are not recommended for survey control.
 HV5536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5536.See file dsdata.txt to determine how the superseded data were derived.
 HV5536
 HV5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3830760599(NAD 83)
 HV5536_MARKER: DS = TRIANGULATION STATION DISK
 HV5536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5536
 HV5536  HISTORY     - Date     Condition        Report By
 HV5536  HISTORY     - 1942     MONUMENTED       CGS
 HV5536  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HV5536  HISTORY     - 1959     GOOD             USGS
 HV5536  HISTORY     - 1964     GOOD             CGS
 HV5536  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HV5536  HISTORY     - 20010221 MARK NOT FOUND   USPSQD
 HV5536  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 HV5536
 HV5536                          STATION DESCRIPTION
 HV5536
 HV5536'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5536'STATION IS ABOUT 1.3 MILES S OF CULPEPER, ON PROPERTY OWNED
 HV5536'BY MR. O.R. THORNHILL, CULPEPER, VIRGINIA.  THE MARK IS
 HV5536'SET IN A NE-SW FENCE LINE, ABOUT 0.05 MILE SE OF U.S. HIGHWAY
 HV5536'15, 163 FEET NE OF STANDPIPE, 0.05 MILE S OF STATE PRISON
 HV5536'CAMP, AND 75 FEET E OF SUMMIT OF HILL.  IT IS STAMPED CULPEPER
 HV5536'1942, AND PROJECTS ABOUT 4 INCHES.
 HV5536'
 HV5536'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5536'BRONZE DISKS SET IN CONCRETE.
 HV5536'
 HV5536'REFERENCE MARK NO. 1 IS S OF STATION, IN A NW-SE FENCE LINE,
 HV5536'40 FEET SE OF FENCE INTERSECTION.  IT IS STAMPED CULPEPER
 HV5536'1942, AND PROJECTS ABOUT 4 INCHES.
 HV5536'
 HV5536'REFERENCE MARK NO. 2 IS SW OF STATION, IN NW-SE FENCE LINE,
 HV5536'50 FEET NW OF FENCE INTERSECTION.  IT IS STAMPED CULPEPER
 HV5536'1942, AND PROJECTS ABOUT 7 INCHES.
 HV5536'
 HV5536'AZIMUTH MARK IS ON W SIDE OF U.S. HIGHWAYS 522 AND STATE
 HV5536'HIGHWAY 3, 75 FEET N OF SERVICE STATION, 10 FEET N OF LIGHT
 HV5536'POLE B.A. 5, AND 15 FEET W OF CENTER LINE OF ROAD.  TO REACH
 HV5536'FROM INTERSECTION OF U.S. HIGHWAYS 15 AND 522 GO S ON U.S.
 HV5536'HIGHWAY 522 AND STATE HIGHWAY 3, FOR 0.35 MILE TO MARK ON
 HV5536'W (RIGHT) SIDE OF ROAD NEAR SIGN, ONE WAY BRIDGE.  IT IS
 HV5536'STAMPED CULPEPER 1942, AND PROJECTS 3 INCHES.
 HV5536'
 HV5536'TO REACH THE STATION FROM THE INTERSECTION OF DAVIS AND MAIN
 HV5536'STREETS IN CULPEPER, GO S ON U.S. HIGHWAY 29 FOR 0.65 MILE
 HV5536'TO JUNCTION OF U.S. HIGHWAYS 29 AND U.S. HIGHWAY 15, TAKE
 HV5536'LEFT FORK (U.S. HIGHWAY 15) AND GO 0.6 MILE TO GATE ON LEFT
 HV5536'AT S END OF PRISON CAMP, TURN LEFT THROUGH GATE AND GO SE
 HV5536'ACROSS FIELD FOR 0.1 MILE TO STATION IN FENCE LINE.
 HV5536
 HV5536                          STATION RECOVERY (1958)
 HV5536
 HV5536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HV5536'THE STATION MARK AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.
 HV5536'THE STATION APPEARS TO HAVE BEEN REMOVED BY EXCAVATION.  A
 HV5536'BUILDING WAS PLACED OVER R.M. NO. 2.
 HV5536'
 HV5536'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV5536'
 HV5536'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HV5536
 HV5536                          STATION RECOVERY (1959)
 HV5536
 HV5536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HV5536'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 1.3 MILE
 HV5536'SOUTH OF CULPEPER.  163 FEET NORTHEAST OF OLD STANDPIPE.
 HV5536'414 FEET SOUTHEAST OF JUNCTION OF U.S. HIGHWAY 15 AND ROAD
 HV5536'NORTHWEST.  455 FEET SOUTHEAST OF SOUTHWEST CORNER OF BUILDING.
 HV5536'410 SOUTHEAST OF SOUTHEAST CORNER OF BUILDING.  115 FEET
 HV5536'NORTH OF FENCE CORNER.  95 FEET NORTHEAST OF FENCE LINE
 HV5536'NORTHWEST IN LINE WITH STANDPIPE.  35 FEET AND 10 INCHES
 HV5536'SOUTHWEST OF LOCUST TREE.
 HV5536
 HV5536                          STATION RECOVERY (1964)
 HV5536
 HV5536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5536'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 HV5536'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HV5536'NOT RECOVERED AND IT APPEARS THAT IT MAY HAVE BEEN DESTROYED
 HV5536'WHEN THE HIGHWAY WAS RELOCATED.  THE ORIGINAL DESCRIPTION
 HV5536'IS ADEQUATE EXCEPT THE FENCE BY THE STATION AND THE FENCE BY
 HV5536'REFERENCE MARK NO. 1 HAVE BEEN REMOVED.  REFERENCE MARK NO. 1
 HV5536'IS NOW IN THE EDGE OF A CULTIVATED FIELD.
 HV5536
 HV5536                          STATION RECOVERY (1965)
 HV5536
 HV5536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV5536'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 HV5536'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 HV5536'BELIEVED DESTROYED BY ROAD IMPROVEMENT.  THE PROPERTY OWNER
 HV5536'REQUESTED THAT THE STATION BE MOVED TO A NEW LOCATION AS
 HV5536'HE PLANS ON GRADING THE HILL OFF 10 FEET.  AT THIS TIME
 HV5536'CULPEPER 2 WAS ESTABLISHED AND CULPEPER 1942 WAS DESTROYED.
 HV5536
 HV5536                          STATION RECOVERY (2001)
 HV5536
 HV5536'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5536'RM2 FOUND IN GOOD CONDITION. STATION, RM1 AND AZ NOT FOUND.
 HV5536
 HV5536                          STATION RECOVERY (2003)
 HV5536
 HV5536'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5537 ***********************************************************************
 HV5537  DESIGNATION -  CULPEPER 2
 HV5537  PID         -  HV5537
 HV5537  STATE/COUNTY-  VA/CULPEPER
 HV5537  USGS QUAD   -  CULPEPER EAST (1981)
 HV5537
 HV5537                         *CURRENT SURVEY CONTROL
 HV5537  ___________________________________________________________________
 HV5537* NAD 83(1993)-  38 27 18.44171(N)    077 59 57.30316(W)     ADJUSTED  
 HV5537* NAVD 88     -       165.8    (meters)     544.     (feet)  VERTCON   
 HV5537  ___________________________________________________________________
 HV5537  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 HV5537  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV5537
 HV5537  HORZ ORDER  -  SECOND
 HV5537
 HV5537.The horizontal coordinates were established by classical geodetic methods
 HV5537.and adjusted by the National Geodetic Survey in November 1994..
 HV5537
 HV5537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5537
 HV5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5537
 HV5537.The geoid height was determined by GEOID03.
 HV5537
 HV5537;                    North         East     Units Scale Factor Converg.
 HV5537;SPC VA N     - 2,087,636.222 3,543,706.523   MT  0.99995238   +0 18 45.1
 HV5537;SPC VA N     - 6,849,186.51 11,626,310.48   sFT  0.99995238   +0 18 45.1
 HV5537;UTM  18      - 4,260,576.028   238,282.180   MT  1.00044362   -1 51 58.7
 HV5537;UTM  17      - 4,260,580.290   761,848.586   MT  1.00044446   +1 52 02.0
 HV5537
 HV5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5537!SPC VA N     -   0.99997905  x   0.99995238  =   0.99993143
 HV5537!UTM  18      -   0.99997905  x   1.00044362  =   1.00042266
 HV5537!UTM  17      -   0.99997905  x   1.00044446  =   1.00042350
 HV5537
 HV5537:                Primary Azimuth Mark                     Grid Az
 HV5537:SPC VA N     -  CULPEPER MUNICIPAL TANK                  027 29 41.9
 HV5537:UTM  18      -  CULPEPER MUNICIPAL TANK                  029 40 25.7
 HV5537:UTM  17      -  CULPEPER MUNICIPAL TANK                  025 56 25.0
 HV5537
 HV5537|---------------------------------------------------------------------|
 HV5537| PID    Reference Object                     Distance      Geod. Az  |
 HV5537|                                                           dddmmss.s |
 HV5537| HV5533 CULPEPER MUNICIPAL TANK             APPROX. 3.4 KM 0274827.0 |
 HV5537| HV5536 CULPEPER                             33.642 METERS 04438     |
 HV5537| DC6176 CULPEPER 2 RM 1                      29.410 METERS 22649     |
 HV5537| DC6177 CULPEPER 2 RM 2                       7.330 METERS 30431     |
 HV5537|---------------------------------------------------------------------|
 HV5537
 HV5537                          SUPERSEDED SURVEY CONTROL
 HV5537
 HV5537  NAD 83(1986)-  38 27 18.44725(N)    077 59 57.31317(W) AD(       ) 2
 HV5537  NAD 27      -  38 27 17.99309(N)    077 59 58.31888(W) AD(       ) 2
 HV5537  NGVD 29 (10/04/91)  166.0    (m)          545.     (f) GPS OBS        
 HV5537
 HV5537.Superseded values are not recommended for survey control.
 HV5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5537.See file dsdata.txt to determine how the superseded data were derived.
 HV5537
 HV5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3828260576(NAD 83)
 HV5537_MARKER: DD = SURVEY DISK
 HV5537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5537_SP_SET: SQUARE CONCRETE MONUMENT
 HV5537_STAMPING: CULPEPER 2 1965
 HV5537_MARK LOGO: CGS   
 HV5537_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5537+STABILITY: SURFACE MOTION
 HV5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5537+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV5537
 HV5537  HISTORY     - Date     Condition        Report By
 HV5537  HISTORY     - 1965     MONUMENTED       CGS
 HV5537  HISTORY     - 1965     GOOD             CGS
 HV5537  HISTORY     - 19901015 GOOD             VA0690
 HV5537  HISTORY     - 20010221 GOOD             USPSQD
 HV5537  HISTORY     - 20030328 GOOD             ENGGRO
 HV5537  HISTORY     - 20050731 GOOD             USPSQD
 HV5537
 HV5537                          STATION DESCRIPTION
 HV5537
 HV5537'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV5537'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF CULPEPER, 0.1
 HV5537'MILE SOUTH OF THE STATE PRISON CAMP AND AT THE CULPEPER
 HV5537'STANDPIPES.  IT IS ON CITY PROPERTY.
 HV5537'
 HV5537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HV5537'15 AND 522 IN THE SOUTH EDGE OF CULPEPER, GO SOUTH ON U.S.
 HV5537'HIGHWAY 15 FOR 0.5 MILE TO THE BROWNING TRACTOR AND EQUIPMENT
 HV5537'CO. ON THE LEFT AND A TRACK ROAD JUST SOUTH OF THE BUILDING
 HV5537'ON THE LEFT LEADING TO TWO STANDPIPES, TURN LEFT ON TRACK
 HV5537'ROAD AND GO 0.05 MILE TO THE STANDPIPES AND THE STATION
 HV5537'ON THE RIGHT.
 HV5537'
 HV5537'THE STATION MARK IS 54 FEET NORTHEAST OF THE NORTHEAST ONE
 HV5537'OF TWO STANDPIPES, 31.5 FEET SOUTHEAST OF A POWER POLE, 14.1
 HV5537'FEET WEST OF THE WEST GATE POST AND 9.2 FEET SOUTHWEST OF
 HV5537'A METAL WITNESS POST AND WIRE FENCE.  IT IS A STANDARD DISK
 HV5537'SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED CULPEPER 2 1965.
 HV5537'
 HV5537'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 HV5537'HOLE IN THE CONCRETE BASE OF THE SOUTHWEST ONE OF TWO STANDPIPES
 HV5537'WHICH PROJECTS 12 INCHES AND STAMPED CULPEPER 2 NO 1 1965.
 HV5537'
 HV5537'REFERENCE MARK NO. 2 58 FEET NORTHEAST OF THE NORTHEAST
 HV5537'ONE OF TWO STANDPIPES, 25 FEET NORTH OF A METAL WITNESS POST
 HV5537'AND 9 FEET SOUTH OF THE POWER POLE.  IT IS A STANDARD DISK
 HV5537'CEMENTED IN A DRILL HOLE IN THE CONCRETE VALVE COVER FOR THE
 HV5537'STANDPIPES WHICH PROJECTS 2 FEET AND STAMPED CULPEPER 2 NO 2
 HV5537'1965.
 HV5537'
 HV5537'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV5537
 HV5537                          STATION RECOVERY (1965)
 HV5537
 HV5537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV5537'RECOVERED IN GOOD CONDITION.
 HV5537
 HV5537                          STATION RECOVERY (1990)
 HV5537
 HV5537'RECOVERY NOTE BY CITY OF CULPEPER VIRGINIA 1990
 HV5537'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF CULPEPER, 0.1
 HV5537'MILE SOUTH OF THE STATE PRISON CAMP AND AT THE CULPEPER
 HV5537'STANDPIPES.  IT IS ON CITY PROPERTY.
 HV5537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HV5537'15 AND 522 IN THE SOUTH EDGE OF CULPEPER, GO SOUTH ON U.S.
 HV5537'HIGHWAY 15 FOR 0.5 MILE TO THE BROWNING TRACTOR AND EQUIPMENT
 HV5537'CO. ON THE LEFT AND A TRACK ROAD JUST SOUTH OF THE BUILDING
 HV5537'ON THE LEFT LEADING TO TWO STANDPIPES, TURN LEFT ON TRACK
 HV5537'ROAD AND GO 0.05 MILE TO THE STANDPIPES AND THE STATION
 HV5537'ON THE RIGHT.
 HV5537'THE STATION MARK IS 54 FEET NORTHEAST OF THE NORTHEAST ONE
 HV5537'OF TWO STANDPIPES, 31.5 FEET SOUTHEAST OF A POWER POLE, 14.1
 HV5537'FEET WEST OF THE WEST GATE POST AND 9.2 FEET SOUTHWEST OF
 HV5537'A METAL WITNESS POST AND WIRE FENCE.  IT IS A STANDARD DISK
 HV5537'SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED CULPEPER 2 1965.
 HV5537
 HV5537                          STATION RECOVERY (2001)
 HV5537
 HV5537'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5537'STATION AND RM 2 FOUND IN GOOD CONDITION, RM 1 NOT FOUND.
 HV5537
 HV5537                          STATION RECOVERY (2003)
 HV5537
 HV5537'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 HV5537'RECOVERED IN GOOD CONDITION.
 HV5537
 HV5537                          STATION RECOVERY (2005)
 HV5537
 HV5537'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV5537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5531 ***********************************************************************
 HV5531  DESIGNATION -  CULPEPER BAPTIST CHURCH SPIRE
 HV5531  PID         -  HV5531
 HV5531  STATE/COUNTY-  VA/CULPEPER
 HV5531  USGS QUAD   -  CULPEPER EAST (1981)
 HV5531
 HV5531                         *CURRENT SURVEY CONTROL
 HV5531  ___________________________________________________________________
 HV5531* NAD 83(1993)-  38 28 23.26295(N)    077 59 40.98612(W)     ADJUSTED  
 HV5531* NAVD 88     -                                                        
 HV5531  ___________________________________________________________________
 HV5531  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 HV5531  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HV5531
 HV5531  HORZ ORDER  -  THIRD
 HV5531
 HV5531.The horizontal coordinates were established by classical geodetic methods
 HV5531.and adjusted by the National Geodetic Survey in November 1994..
 HV5531
 HV5531
 HV5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5531
 HV5531.The geoid height was determined by GEOID03.
 HV5531
 HV5531;                    North         East     Units Scale Factor Converg.
 HV5531;SPC VA N     - 2,089,637.013 3,544,091.126   MT  0.99995154   +0 18 55.3
 HV5531;SPC VA N     - 6,855,750.77 11,627,572.30   sFT  0.99995154   +0 18 55.3
 HV5531;UTM  18      - 4,262,561.721   238,742.811   MT  1.00044065   -1 51 51.2
 HV5531;UTM  17      - 4,262,591.774   762,178.913   MT  1.00044659   +1 52 14.9
 HV5531
 HV5531                          SUPERSEDED SURVEY CONTROL
 HV5531
 HV5531  NAD 83(1986)-  38 28 23.26938(N)    077 59 40.99793(W) AD(       ) 4
 HV5531  NAD 27      -  38 28 22.80800(N)    077 59 42.00100(W) AD(       ) 3
 HV5531
 HV5531.Superseded values are not recommended for survey control.
 HV5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5531.See file dsdata.txt to determine how the superseded data were derived.
 HV5531
 HV5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3874362562(NAD 83)
 HV5531_MARKER: 90 = CHURCH SPIRE
 HV5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5531+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV5531
 HV5531  HISTORY     - Date     Condition        Report By
 HV5531  HISTORY     - 1874     FIRST OBSERVED   CGS
 HV5531  HISTORY     - 20010221 GOOD             USPSQD
 HV5531  HISTORY     - 20050731 GOOD             USPSQD
 HV5531
 HV5531                          STATION DESCRIPTION
 HV5531
 HV5531'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5523 ***********************************************************************
 HV5523  DESIGNATION -  CULPEPER FIRE TOWER
 HV5523  PID         -  HV5523
 HV5523  STATE/COUNTY-  VA/CULPEPER
 HV5523  USGS QUAD   -  GERMANNA BRIDGE (1981)
 HV5523
 HV5523                         *CURRENT SURVEY CONTROL
 HV5523  ___________________________________________________________________
 HV5523* NAD 83(1993)-  38 24 30.71397(N)    077 45 11.65179(W)     ADJUSTED  
 HV5523* NAVD 88     -                                                        
 HV5523  ___________________________________________________________________
 HV5523  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HV5523  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV5523
 HV5523  HORZ ORDER  -  THIRD
 HV5523
 HV5523.The horizontal coordinates were established by classical geodetic methods
 HV5523.and adjusted by the National Geodetic Survey in November 1994..
 HV5523
 HV5523
 HV5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5523
 HV5523.The geoid height was determined by GEOID03.
 HV5523
 HV5523;                    North         East     Units Scale Factor Converg.
 HV5523;SPC VA N     - 2,082,610.706 3,565,220.880   MT  0.99995500   +0 27 57.8
 HV5523;SPC VA N     - 6,832,698.62 11,696,895.50   sFT  0.99995500   +0 27 57.8
 HV5523;UTM  18      - 4,254,734.012   259,599.014   MT  1.00031178   -1 42 40.7
 HV5523
 HV5523                          SUPERSEDED SURVEY CONTROL
 HV5523
 HV5523  NAD 83(1986)-  38 24 30.71716(N)    077 45 11.66297(W) AD(       ) 4
 HV5523  NAD 27      -  38 24 30.25900(N)    077 45 12.69000(W) AD(       ) 3
 HV5523
 HV5523.Superseded values are not recommended for survey control.
 HV5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5523.See file dsdata.txt to determine how the superseded data were derived.
 HV5523
 HV5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5959954734(NAD 83)
 HV5523_MARKER: 57 = LOOKOUT TOWER
 HV5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5523+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 HV5523
 HV5523  HISTORY     - Date     Condition        Report By
 HV5523  HISTORY     - 1942     FIRST OBSERVED   CGS
 HV5523  HISTORY     - 20010131 GOOD             USPSQD
 HV5523  HISTORY     - 20030828 GOOD             USPSQD
 HV5523
 HV5523                          STATION DESCRIPTION
 HV5523
 HV5523'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5523'STATION IS A FOUR-LEGGED WOODEN TOWER SURMOUNTED BY A
 HV5523'WOOD CAB.  TOWER IS ABOUT 100 FEET HIGH OVER ALL.  STATION
 HV5523'IS LOCATED ON THE E SIDE OF COUNTY ROAD 610, 1.5 MILES NW
 HV5523'OF THE TOWN OF RICHARDSVILLE.
 HV5523'
 HV5523'POINT OBSERVED ON WAS THE VENTILATOR ON THE ROOF.
 HV5523
 HV5523                          STATION RECOVERY (2001)
 HV5523
 HV5523'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5523'RECOVERED IN GOOD CONDITION.
 HV5523
 HV5523                          STATION RECOVERY (2003)
 HV5523
 HV5523'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5523'TOWER IS NOW A GALVANIZED METAL TOWER WITH METAL CAB AT TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5533 ***********************************************************************
 HV5533  DESIGNATION -  CULPEPER MUNICIPAL TANK
 HV5533  PID         -  HV5533
 HV5533  STATE/COUNTY-  VA/CULPEPER
 HV5533  USGS QUAD   -  CULPEPER EAST (1981)
 HV5533
 HV5533                         *CURRENT SURVEY CONTROL
 HV5533  ___________________________________________________________________
 HV5533* NAD 83(1993)-  38 28 54.87658(N)    077 58 52.59511(W)     ADJUSTED  
 HV5533* NAVD 88     -                                                        
 HV5533  ___________________________________________________________________
 HV5533  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HV5533  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV5533
 HV5533  HORZ ORDER  -  THIRD
 HV5533
 HV5533.The horizontal coordinates were established by classical geodetic methods
 HV5533.and adjusted by the National Geodetic Survey in November 1994..
 HV5533
 HV5533
 HV5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5533
 HV5533.The geoid height was determined by GEOID03.
 HV5533
 HV5533;                    North         East     Units Scale Factor Converg.
 HV5533;SPC VA N     - 2,090,618.294 3,545,258.557   MT  0.99995117   +0 19 25.5
 HV5533;SPC VA N     - 6,858,970.19 11,631,402.45   sFT  0.99995117   +0 19 25.5
 HV5533;UTM  18      - 4,263,498.344   239,947.304   MT  1.00043291   -1 51 22.3
 HV5533;UTM  17      - 4,263,604.891   763,319.844   MT  1.00045397   +1 52 46.3
 HV5533
 HV5533                          SUPERSEDED SURVEY CONTROL
 HV5533
 HV5533  NAD 83(1986)-  38 28 54.87926(N)    077 58 52.60617(W) AD(       ) 4
 HV5533  NAD 27      -  38 28 54.42701(N)    077 58 53.61410(W) AD(       ) 3
 HV5533
 HV5533.Superseded values are not recommended for survey control.
 HV5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5533.See file dsdata.txt to determine how the superseded data were derived.
 HV5533
 HV5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3994763498(NAD 83)
 HV5533_MARKER: 53 = ELEVATED TANK
 HV5533_MARK LOGO: CGS   
 HV5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5533+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV5533
 HV5533  HISTORY     - Date     Condition        Report By
 HV5533  HISTORY     - 1965     FIRST OBSERVED   CGS
 HV5533  HISTORY     - 1965     GOOD             CGS
 HV5533  HISTORY     - 19901015 GOOD             VA0690
 HV5533  HISTORY     - 20010221 GOOD             USPSQD
 HV5533  HISTORY     - 20050731 GOOD             USPSQD
 HV5533
 HV5533                          STATION DESCRIPTION
 HV5533
 HV5533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV5533'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF CULPEPER
 HV5533'ON U.S. HIGHWAY 15.  IT IS ABOUT 125 FEET HIGH, PAINTED
 HV5533'GREEN AND SUPPORTED BY 6 LEGS.  THE INTERSECTION POINT IS
 HV5533'THE TOP CENTER.
 HV5533
 HV5533                          STATION RECOVERY (1965)
 HV5533
 HV5533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV5533'RECOVERED IN GOOD CONDITION.
 HV5533
 HV5533                          STATION RECOVERY (1990)
 HV5533
 HV5533'RECOVERY NOTE BY CITY OF CULPEPER VIRGINIA 1990
 HV5533'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF CULPEPER
 HV5533'ON U.S. HIGHWAY 15.  IT IS ABOUT 125 FEET HIGH, PAINTED
 HV5533'GREEN AND SUPPORTED BY 6 LEGS.  THE INTERSECTION POINT IS
 HV5533'THE TOP CENTER.
 HV5533
 HV5533                          STATION RECOVERY (2001)
 HV5533
 HV5533'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5533'RECOVERED IN GOOD CONDITION.
 HV5533
 HV5533                          STATION RECOVERY (2005)
 HV5533
 HV5533'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV5533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5534 ***********************************************************************
 HV5534  DESIGNATION -  CULPEPER NATL CEMETERY FLAG
 HV5534  PID         -  HV5534
 HV5534  STATE/COUNTY-  VA/CULPEPER
 HV5534  USGS QUAD   -  CULPEPER EAST (1981)
 HV5534
 HV5534                         *CURRENT SURVEY CONTROL
 HV5534  ___________________________________________________________________
 HV5534* NAD 83(1993)-  38 28 11.66934(N)    077 59 28.93178(W)     ADJUSTED  
 HV5534* NAVD 88     -                                                        
 HV5534  ___________________________________________________________________
 HV5534  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 HV5534  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV5534
 HV5534  HORZ ORDER  -  THIRD
 HV5534
 HV5534.The horizontal coordinates were established by classical geodetic methods
 HV5534.and adjusted by the National Geodetic Survey in November 1994..
 HV5534
 HV5534
 HV5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5534
 HV5534.The geoid height was determined by GEOID03.
 HV5534
 HV5534;                    North         East     Units Scale Factor Converg.
 HV5534;SPC VA N     - 2,089,281.162 3,544,385.289   MT  0.99995169   +0 19 02.8
 HV5534;SPC VA N     - 6,854,583.28 11,628,537.40   sFT  0.99995169   +0 19 02.8
 HV5534;UTM  18      - 4,262,194.761   239,023.365   MT  1.00043884   -1 51 43.2
 HV5534;UTM  17      - 4,262,243.867   762,482.777   MT  1.00044856   +1 52 21.9
 HV5534
 HV5534                          SUPERSEDED SURVEY CONTROL
 HV5534
 HV5534  NAD 83(1986)-  38 28 11.67580(N)    077 59 28.94368(W) AD(       ) 4
 HV5534  NAD 27      -  38 28 11.21300(N)    077 59 29.94700(W) AD(       ) 3
 HV5534
 HV5534.Superseded values are not recommended for survey control.
 HV5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5534.See file dsdata.txt to determine how the superseded data were derived.
 HV5534
 HV5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3902362195(NAD 83)
 HV5534_MARKER: 83 = FLAGSTAFF
 HV5534
 HV5534  HISTORY     - Date     Condition        Report By
 HV5534  HISTORY     - 1874     FIRST OBSERVED   CGS
 HV5534
 HV5534                          STATION DESCRIPTION
 HV5534
 HV5534'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5539 ***********************************************************************
 HV5539  DESIGNATION -  CULPEPER ST POLICE RAD TOWER
 HV5539  PID         -  HV5539
 HV5539  STATE/COUNTY-  VA/CULPEPER
 HV5539  USGS QUAD   -  CULPEPER EAST (1981)
 HV5539
 HV5539                         *CURRENT SURVEY CONTROL
 HV5539  ___________________________________________________________________
 HV5539* NAD 83(1993)-  38 29 41.36555(N)    077 55 34.35833(W)     ADJUSTED  
 HV5539* NAVD 88     -                                                        
 HV5539  ___________________________________________________________________
 HV5539  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 HV5539  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV5539
 HV5539  HORZ ORDER  -  THIRD
 HV5539
 HV5539.The horizontal coordinates were established by classical geodetic methods
 HV5539.and adjusted by the National Geodetic Survey in November 1994..
 HV5539
 HV5539
 HV5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5539
 HV5539.The geoid height was determined by GEOID03.
 HV5539
 HV5539;                    North         East     Units Scale Factor Converg.
 HV5539;SPC VA N     - 2,092,080.268 3,550,054.019   MT  0.99995067   +0 21 29.2
 HV5539;SPC VA N     - 6,863,766.68 11,647,135.56   sFT  0.99995067   +0 21 29.2
 HV5539;UTM  18      - 4,264,777.423   244,797.174   MT  1.00040213   -1 49 20.6
 HV5539;UTM  17      - 4,265,197.371   768,076.304   MT  1.00048511   +1 54 51.8
 HV5539
 HV5539                          SUPERSEDED SURVEY CONTROL
 HV5539
 HV5539  NAD 83(1986)-  38 29 41.36807(N)    077 55 34.36925(W) AD(       ) 4
 HV5539  NAD 27      -  38 29 40.91505(N)    077 55 35.38452(W) AD(       ) 3
 HV5539
 HV5539.Superseded values are not recommended for survey control.
 HV5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5539.See file dsdata.txt to determine how the superseded data were derived.
 HV5539
 HV5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4479764777(NAD 83)
 HV5539_MARKER: 43 = RADIO/TV TOWER
 HV5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5539+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV5539
 HV5539  HISTORY     - Date     Condition        Report By
 HV5539  HISTORY     - 1942     FIRST OBSERVED   CGS
 HV5539  HISTORY     - 1965     GOOD             CGS
 HV5539  HISTORY     - 20010220 GOOD             USPSQD
 HV5539  HISTORY     - 20030828 GOOD             USPSQD
 HV5539  HISTORY     - 20050731 GOOD             USPSQD
 HV5539
 HV5539                          STATION DESCRIPTION
 HV5539
 HV5539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5539'THE STATION IS THE RADIO TOWER OF THE VIRGINIA STATE POLICE,
 HV5539'LOCATED 4.55 MILE ENE OF CULPEPER, AND 0.15 MILE N. OF U.S.
 HV5539'HIGHWAY 29 AND 15.  IT IS A STRUCTURAL STEEL TOWER 3 FOOT
 HV5539'SQUARE AND 310 FEET HIGH, PAINTED RED AND WHITE WITH THREE
 HV5539'RED LIGHTS MOUNTED ON THE TOWER.  POINT OBSERVED UPON, RED
 HV5539'FLASHING LIGHT ON TOP OF TOWER.
 HV5539
 HV5539                          STATION RECOVERY (1965)
 HV5539
 HV5539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV5539'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CULPEPER
 HV5539'AT THE VIRGINIA STATE POLICE DIVISION HEADQUARTERS.  IT IS
 HV5539'A STEEL TOWER PAINTED ALTERNATE RED AND WHITE, ABOUT 300
 HV5539'FEET HIGH.  THE INTERSECTION POINT IS THE FLASHING RED LIGHT
 HV5539'AT THE APEX.
 HV5539
 HV5539                          STATION RECOVERY (2001)
 HV5539
 HV5539'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5539'RECOVERED IN GOOD CONDITION.
 HV5539
 HV5539                          STATION RECOVERY (2003)
 HV5539
 HV5539'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5539'RECOVERED IN GOOD CONDITION.
 HV5539
 HV5539                          STATION RECOVERY (2005)
 HV5539
 HV5539'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV5539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5535 ***********************************************************************
 HV5535  DESIGNATION -  CULPEPER STANDPIPE 1942
 HV5535  PID         -  HV5535
 HV5535  STATE/COUNTY-  VA/CULPEPER
 HV5535  USGS QUAD   -  CULPEPER EAST (1981)
 HV5535
 HV5535                         *CURRENT SURVEY CONTROL
 HV5535  ___________________________________________________________________
 HV5535* NAD 83(1993)-  38 27 17.91480(N)    077 59 57.77237(W)     ADJUSTED  
 HV5535* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 HV5535  ___________________________________________________________________
 HV5535  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 HV5535  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV5535
 HV5535  HORZ ORDER  -  THIRD
 HV5535
 HV5535.The horizontal coordinates were established by classical geodetic methods
 HV5535.and adjusted by the National Geodetic Survey in November 1994..
 HV5535
 HV5535.The orthometric height was scaled from a topographic map.
 HV5535
 HV5535.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5535
 HV5535.The geoid height was determined by GEOID03.
 HV5535
 HV5535;                    North         East     Units Scale Factor Converg.
 HV5535;SPC VA N     - 2,087,619.914 3,543,695.235   MT  0.99995239   +0 18 44.8
 HV5535;SPC VA N     - 6,849,133.00 11,626,273.45   sFT  0.99995239   +0 18 44.8
 HV5535;UTM  18      - 4,260,560.153   238,270.275   MT  1.00044370   -1 51 58.9
 HV5535;UTM  17      - 4,260,563.674   761,837.739   MT  1.00044439   +1 52 01.7
 HV5535
 HV5535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5535!SPC VA N     -   0.99997920  x   0.99995239  =   0.99993159
 HV5535!UTM  18      -   0.99997920  x   1.00044370  =   1.00042289
 HV5535!UTM  17      -   0.99997920  x   1.00044439  =   1.00042358
 HV5535
 HV5535                          SUPERSEDED SURVEY CONTROL
 HV5535
 HV5535  NAD 83(1986)-  38 27 17.92035(N)    077 59 57.78238(W) AD(       ) 4
 HV5535  NAD 27      -  38 27 17.46700(N)    077 59 58.78900(W) AD(       ) 3
 HV5535
 HV5535.Superseded values are not recommended for survey control.
 HV5535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5535.See file dsdata.txt to determine how the superseded data were derived.
 HV5535
 HV5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH3827060560(NAD 83)
 HV5535_MARKER: 52 = STANDPIPE TANK
 HV5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5535+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HV5535
 HV5535  HISTORY     - Date     Condition        Report By
 HV5535  HISTORY     - 1942     FIRST OBSERVED   CGS
 HV5535  HISTORY     - 1964     GOOD             CGS
 HV5535  HISTORY     - 20010221 GOOD             USPSQD
 HV5535  HISTORY     - 20030828 GOOD             USPSQD
 HV5535  HISTORY     - 20050731 GOOD             USPSQD
 HV5535
 HV5535                          STATION DESCRIPTION
 HV5535
 HV5535'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5535'THIS INTERSECTION STATION IS 1.3 MILES S OF CULPEPER, VIRGINIA, ABOUT
 HV5535'400 FEET SE OF U.S. HIGHWAY 15, AND 0.05 MILE S OF VIRGINIA
 HV5535'STATE PRISON CAMP, ON SUMMIT OF HILL.  THE STANDPIPE IS
 HV5535'ON PROPERTY OWNED BY TOWN OF CULPEPER AND ENCLOSED BY A
 HV5535'WOODEN FENCE THREE FEET HIGH.  IT IS A BLACK STEEL STANDPIPE
 HV5535'90 FEET HIGH.  POINT OBSERVED UPON CENTER LINE OF TANK.  LOCATED
 HV5535'BY ANGLE AND DISTANCE FROM STATION CULPEPER.
 HV5535
 HV5535                          STATION RECOVERY (1964)
 HV5535
 HV5535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5535'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV5535'CONDITION.
 HV5535
 HV5535                          STATION RECOVERY (2001)
 HV5535
 HV5535'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5535'RECOVERED IN GOOD CONDITION.
 HV5535
 HV5535                          STATION RECOVERY (2003)
 HV5535
 HV5535'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5535'RECOVERED IN GOOD CONDITION.
 HV5535
 HV5535                          STATION RECOVERY (2005)
 HV5535
 HV5535'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV5535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8252 ***********************************************************************
 HV8252  DESIGNATION -  CULPORT
 HV8252  PID         -  HV8252
 HV8252  STATE/COUNTY-  VA/CULPEPER
 HV8252  USGS QUAD   -  REMINGTON (1981)
 HV8252
 HV8252                         *CURRENT SURVEY CONTROL
 HV8252  ___________________________________________________________________
 HV8252* NAD 83(1993)-  38 31 36.84135(N)    077 51 36.03200(W)     ADJUSTED  
 HV8252* NAVD 88     -        92.4    (meters)     303.     (feet)  VERTCON   
 HV8252  ___________________________________________________________________
 HV8252  X           -   1,050,717.750 (meters)                     COMP
 HV8252  Y           -  -4,884,524.151 (meters)                     COMP
 HV8252  Z           -   3,951,403.415 (meters)                     COMP
 HV8252  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 HV8252  ELLIP HEIGHT-          60.21  (meters)          (11/14/94) GPS OBS
 HV8252  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV8252
 HV8252  HORZ ORDER  -  THIRD
 HV8252  ELLP ORDER  -  FOURTH    CLASS II
 HV8252
 HV8252.This mark is at Culpeper Airport (W49)
 HV8252
 HV8252.The horizontal coordinates were established by GPS observations
 HV8252.and adjusted by the National Geodetic Survey in November 1994..
 HV8252
 HV8252.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8252
 HV8252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8252
 HV8252.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8252
 HV8252.The ellipsoidal height was determined by GPS observations
 HV8252.and is referenced to NAD 83.
 HV8252
 HV8252.The geoid height was determined by GEOID03.
 HV8252
 HV8252;                    North         East     Units Scale Factor Converg.
 HV8252;SPC VA N     - 2,095,678.883 3,555,804.162   MT  0.99994963   +0 23 57.9
 HV8252;SPC VA N     - 6,875,573.14 11,666,000.82   sFT  0.99994963   +0 23 57.9
 HV8252;UTM  18      - 4,268,156.050   250,682.662   MT  1.00036555   -1 46 56.5
 HV8252
 HV8252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8252!SPC VA N     -   0.99999055  x   0.99994963  =   0.99994018
 HV8252!UTM  18      -   0.99999055  x   1.00036555  =   1.00035610
 HV8252
 HV8252|---------------------------------------------------------------------|
 HV8252| PID    Reference Object                     Distance      Geod. Az  |
 HV8252|                                                           dddmmss.s |
 HV8252| HV8253 CULPORT AZ MK                       347.800 METERS 04016     |
 HV8252|---------------------------------------------------------------------|
 HV8252
 HV8252                          SUPERSEDED SURVEY CONTROL
 HV8252
 HV8252  ELLIP H (01/27/92)   60.22   (m)                       GP(       ) 4 1
 HV8252  NAD 83(1986)-  38 31 36.84839(N)    077 51 36.04469(W) AD(       ) 3
 HV8252  NAD 27      -  38 31 36.40724(N)    077 51 37.05755(W) AD(       ) 3
 HV8252  NGVD 29 (11/20/87)   92.6    (m)          304.     (f) GPS OBS        
 HV8252
 HV8252.Superseded values are not recommended for survey control.
 HV8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8252.See file dsdata.txt to determine how the superseded data were derived.
 HV8252
 HV8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5068368156(NAD 83)
 HV8252_MARKER: DS = TRIANGULATION STATION DISK
 HV8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8252_STAMPING: CULPORT 1986
 HV8252_MARK LOGO: NGS   
 HV8252_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8252+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1987
 HV8252
 HV8252  HISTORY     - Date     Condition        Report By
 HV8252  HISTORY     - 1986     MONUMENTED       NGS
 HV8252  HISTORY     - UNK      SEE DESCRIPTION
 HV8252  HISTORY     - 19870731 GOOD
 HV8252
 HV8252                          STATION DESCRIPTION
 HV8252
 HV8252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (GRH)
 HV8252'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF CULPEPER, 5 KM
 HV8252'(3.10 MI) WEST OF REMINGTON, 2 KM (1.25 MI) NORTH OF ELKWOOD, AT THE
 HV8252'CULPEPER COUNTY AIRPORT, IN GRASS, BETWEEN THE TAXI STRIP AND THE
 HV8252'RUNWAY.  OWNERSHIP-- CULPEPER COUNTY AIRPORT, C/O AIRPORT MANAGER ROSS
 HV8252'SEABROOK, RTE 1, BOX 59H, BRANDY STATION VA 22714, PHONE 703-825-8280.
 HV8252'TO REACH FROM THE JUNCTION OF US HIGHWAYS 15 AND 29, THE SECONDARY
 HV8252'ROADS 676 AND 685 IN ELKWOOD, AT THE J W SIEG AND COMPANY BUILDING, GO
 HV8252'WEST ON ROAD 685 FOR 0.88 KM (0.55 MI) TO A PAVED ROAD RIGHT.  TURN
 HV8252'RIGHT, NORTH, FOR 1.70 KM (1.05 MI) TO A PAVED ROAD RIGHT.  TURN
 HV8252'RIGHT, SOUTHEAST, FOR 0.12 KM (0.05 MI) TO A LOCKED GATE AT THE
 HV8252'AIRPORT BUILDING.  PASS THROUGH GATE, SOUTHEAST, FOR 0.07 KM (0.05 MI)
 HV8252'TO START OF RAMP AND STATION MARK ON THE RIGHT.  CONTINUE ON RAMP FOR
 HV8252'20 M (65.6 FT) TO TAXI STRIP ON THE LEFT.  TURN LEFT, NORTHEAST, ON
 HV8252'TAXI STRIP FOR 0.33 KM (0.20 MI) TO A RAMP ON THE RIGHT.  TURN SHARP
 HV8252'RIGHT FOR ABOUT 30 M (98.4 FT) TO THE AZIMUTH ON THE LEFT NEAR A
 HV8252'CULVERT HEADWALL.  STATION MARKS ARE STANDARD NGS STATION DISKS
 HV8252'STAMPED--CULPORT 1986--.  THE SURFACE DISK IS SET IN THE TOP OF A
 HV8252'ROUND CONCRETE POST PROJECTING 1 CM.  IT IS 2.6 M (8.5 FT) NORTHWEST
 HV8252'OF A FIBERGLASS WITNESS POST AT NORTHWEST END OF HEADWALL, 28.2 M
 HV8252'(92.5 FT) NORTHWEST OF THE RUNWAY CENTER, AND 10.1 M (33.1 FT) EAST OF
 HV8252'THE RAMP EDGE.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 HV8252'CONCRETE MASS ABOUT 1.2 M (3.9 FT) BELOW GROUND.  AZIMUTH MARKS ARE
 HV8252'STANDARD NGS AZIMUTH DISKS STAMPED--CULPORT 1986--.  THE SURFACE DISK
 HV8252'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 CM.  IT IS IN
 HV8252'THE ANGLE FORMED BY THE JUNCTION OF THE RAMP AND THE TARMAC, 1.6 M
 HV8252'(5.2 FT) SOUTHEAST OF THE TARMAC EDGE, 9.7 M (31.8 FT) SOUTHWEST OF
 HV8252'THE RAMP CENTER, AND 1.6 M (5.2 FT) NORTHWEST OF A BLUE RAMP LIGHT.
 HV8252'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 HV8252'ABOUT 1.2 M (3.9 FT) BELOW GROUND.
 HV8252
 HV8252                          STATION RECOVERY (UNK )
 HV8252
 HV8252'RECOVERED UNK
 HV8252'RECOVERED AS DESCRIBED.
 HV8252
 HV8252                          STATION RECOVERY (1987)
 HV8252
 HV8252'RECOVERED 1987
 HV8252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8253 ***********************************************************************
 HV8253  DESIGNATION -  CULPORT AZ MK
 HV8253  PID         -  HV8253
 HV8253  STATE/COUNTY-  VA/CULPEPER
 HV8253  USGS QUAD   -  REMINGTON (1981)
 HV8253
 HV8253                         *CURRENT SURVEY CONTROL
 HV8253  ___________________________________________________________________
 HV8253* NAD 83(1993)-  38 31 45.44714(N)    077 51 26.74993(W)     ADJUSTED  
 HV8253* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 HV8253  ___________________________________________________________________
 HV8253  X           -   1,050,902.863 (meters)                     COMP
 HV8253  Y           -  -4,884,315.618 (meters)                     COMP
 HV8253  Z           -   3,951,611.296 (meters)                     COMP
 HV8253  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HV8253  ELLIP HEIGHT-          60.67  (meters)          (11/14/94) GPS OBS
 HV8253  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV8253
 HV8253  HORZ ORDER  -  THIRD
 HV8253  ELLP ORDER  -  FOURTH    CLASS II
 HV8253
 HV8253.This mark is at Culpeper Airport (W49)
 HV8253
 HV8253.The horizontal coordinates were established by GPS observations
 HV8253.and adjusted by the National Geodetic Survey in November 1994..
 HV8253
 HV8253.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8253
 HV8253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8253
 HV8253.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8253
 HV8253.The ellipsoidal height was determined by GPS observations
 HV8253.and is referenced to NAD 83.
 HV8253
 HV8253.The geoid height was determined by GEOID03.
 HV8253
 HV8253;                    North         East     Units Scale Factor Converg.
 HV8253;SPC VA N     - 2,095,945.794 3,556,027.121   MT  0.99994956   +0 24 03.7
 HV8253;SPC VA N     - 6,876,448.83 11,666,732.31   sFT  0.99994956   +0 24 03.7
 HV8253;UTM  18      - 4,268,414.387   250,915.718   MT  1.00036412   -1 46 51.1
 HV8253
 HV8253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8253!SPC VA N     -   0.99999048  x   0.99994956  =   0.99994004
 HV8253!UTM  18      -   0.99999048  x   1.00036412  =   1.00035460
 HV8253
 HV8253|---------------------------------------------------------------------|
 HV8253| PID    Reference Object                     Distance      Geod. Az  |
 HV8253|                                                           dddmmss.s |
 HV8253| HV8252 CULPORT                             347.800 METERS 22016     |
 HV8253|---------------------------------------------------------------------|
 HV8253
 HV8253                          SUPERSEDED SURVEY CONTROL
 HV8253
 HV8253  ELLIP H (01/27/92)   60.69   (m)                       GP(       ) 4 1
 HV8253  NAD 83(1986)-  38 31 45.45653(N)    077 51 26.76571(W) AD(       ) 3
 HV8253  NAD 27      -  38 31 45.00989(N)    077 51 27.77789(W) AD(       ) 3
 HV8253  NGVD 29 (11/20/87)   93.1    (m)          305.     (f) GPS OBS        
 HV8253
 HV8253.Superseded values are not recommended for survey control.
 HV8253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8253.See file dsdata.txt to determine how the superseded data were derived.
 HV8253
 HV8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5091668414(NAD 83)
 HV8253_MARKER: DZ = AZIMUTH MARK DISK
 HV8253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8253_STAMPING: CULPORT 1986
 HV8253_MARK LOGO: NGS   
 HV8253_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8253+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1987
 HV8253
 HV8253  HISTORY     - Date     Condition        Report By
 HV8253  HISTORY     - 1986     MONUMENTED       NGS
 HV8253  HISTORY     - UNK      SEE DESCRIPTION
 HV8253  HISTORY     - 19870723 GOOD
 HV8253
 HV8253                          STATION DESCRIPTION
 HV8253
 HV8253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (GRH)
 HV8253'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF CULPEPER, 5 KM
 HV8253'(3.10 MI) WEST OF REMINGTON, 2 KM (1.25 MI) NORTH OF ELKWOOD, AT THE
 HV8253'CULPEPER COUNTY AIRPORT, IN GRASS, AT THE JUNCTION OF THE TARMAC AND
 HV8253'THE MAIN RAMP.  OWNERSHIP- CULPEPER COUNTY AIRPORT, C/O AIRPORT
 HV8253'MANAGER ALLEN L RECTOR, RTE 1, BOX 59H, BRANDY STATION VA 22714, PHONE
 HV8253'703-825-8280.  TO REACH FROM THE JUNCTION OF US HIGHWAYS 15 AND 29,
 HV8253'AND SECONDARY ROADS 676 AND 685 IN ELKWOOD, AT THE J W SIEG AND
 HV8253'COMPANY BUILDING, GO WEST ON ROAD 685 FOR 0.88 KM (0.55 MI) TO A PAVED
 HV8253'ROAD RIGHT.  TURN RIGHT, NORTH, FOR 1.70 KM (1.05 MI) TO A PAVED ROAD
 HV8253'RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.12 KM (0.05 MI) TO A LOCKED GATE
 HV8253'AT THE AIRPORT BUILDING.  PASS THROUGH GATE, SOUTHEAST, CROSSING
 HV8253'TARMAC FOR 0.07 KM (0.05 MI) TO THE START OF THE RAMP, CONTINUE 20 M
 HV8253'(65.6 FT) TO THE TAXIWAY.  TURN LEFT, NE, ON TAXI STRIP FOR 0.3 KM
 HV8253'(0.20 MI) TO A RAMP ON THE RIGHT.  TURN RIGHT FOR ABOUT 30 M (98.4 FT)
 HV8253'TO THE STATION ON THE LEFT NEAR A CULVERT HEADWALL. STATION MARKS ARE
 HV8253'STANDARD NGS AZIMUTH DISKS STAMPED--CULPORT 1986--.  THE SURFACE DISK
 HV8253'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 CM.  IT IS 1.6
 HV8253'M (5.2 FT) SOUTHEAST OF THE TARMAC EDGE, 9.7 M (31.8 FT) SOUTHWEST OF
 HV8253'THE RAMP CENTER, AND 1.6 M (5.2 FT) NORTHWEST OF A BLUE RAMP LIGHT.
 HV8253'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 HV8253'ABOUT 1.2 M (3.9 FT) BELOW GROUND.
 HV8253
 HV8253                          STATION RECOVERY (UNK )
 HV8253
 HV8253'RECOVERED UNK
 HV8253'RECOVERED AS DESCRIBED.
 HV8253
 HV8253                          STATION RECOVERY (1987)
 HV8253
 HV8253'RECOVERED 1987
 HV8253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4919 ***********************************************************************
 GV4919  DESIGNATION -  CUMBER
 GV4919  PID         -  GV4919
 GV4919  STATE/COUNTY-  VA/NEW KENT
 GV4919  USGS QUAD   -  NEW KENT (1978)
 GV4919
 GV4919                         *CURRENT SURVEY CONTROL
 GV4919  ___________________________________________________________________
 GV4919* NAD 83(1993)-  37 32 28.04422(N)    076 58 31.44549(W)     ADJUSTED  
 GV4919* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV4919  ___________________________________________________________________
 GV4919  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 GV4919  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 GV4919
 GV4919  HORZ ORDER  -  THIRD
 GV4919
 GV4919.The horizontal coordinates were established by classical geodetic methods
 GV4919.and adjusted by the National Geodetic Survey in November 1994..
 GV4919
 GV4919.The orthometric height was scaled from a topographic map.
 GV4919
 GV4919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4919
 GV4919.The geoid height was determined by GEOID03.
 GV4919
 GV4919;                    North         East     Units Scale Factor Converg.
 GV4919;SPC VA S     - 1,135,123.112 3,634,726.732   MT  0.99994998   +0 55 31.1
 GV4919;SPC VA S     - 3,724,149.74 11,924,932.62   sFT  0.99994998   +0 55 31.1
 GV4919;UTM  18      - 4,156,737.262   325,480.927   MT  0.99997517   -1 12 14.3
 GV4919
 GV4919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4919!SPC VA S     -   1.00000495  x   0.99994998  =   0.99995493
 GV4919!UTM  18      -   1.00000495  x   0.99997517  =   0.99998012
 GV4919
 GV4919|---------------------------------------------------------------------|
 GV4919| PID    Reference Object                     Distance      Geod. Az  |
 GV4919|                                                           dddmmss.s |
 GV4919| GV4972 POINT                               169.528 METERS 03331     |
 GV4919| GV4950 LAND                                466.872 METERS 0790551.4 |
 GV4919| DC9161 CUMBER RM 1                                        19102     |
 GV4919| DC9162 CUMBER RM 2                                        22804     |
 GV4919| DC9163 CUMBER RM 3                                        26503     |
 GV4919| GV4933 FONTLEROY                           320.287 METERS 33135     |
 GV4919| GV4998 WALNUT                              APPROX. 0.6 KM 3473159.5 |
 GV4919|---------------------------------------------------------------------|
 GV4919
 GV4919                          SUPERSEDED SURVEY CONTROL
 GV4919
 GV4919  NAD 83(1986)-  37 32 28.04543(N)    076 58 31.46108(W) AD(       ) 3
 GV4919  NAD 27      -  37 32 27.52900(N)    076 58 32.56900(W) AD(       ) 3
 GV4919
 GV4919.Superseded values are not recommended for survey control.
 GV4919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4919.See file dsdata.txt to determine how the superseded data were derived.
 GV4919
 GV4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2548156737(NAD 83)
 GV4919_MARKER: N = NAIL
 GV4919_SETTING: 0 = UNSPECIFIED SETTING
 GV4919
 GV4919  HISTORY     - Date     Condition        Report By
 GV4919  HISTORY     - 1912     MONUMENTED       CGS
 GV4919  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4919  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4919  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4919
 GV4919                          STATION DESCRIPTION
 GV4919
 GV4919'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4919'STATION IS ABOUT 300 METERS BELOW CUMBERLAND LANDING, ON THE
 GV4919'RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING, UNDER STEEP BLUFF BANK
 GV4919'ON A HASSOCK FORMED BY A SMALL AVALANCHE IN BANK.  IT IS 6 FEET
 GV4919'ABOVE MEAN TIDE.
 GV4919'
 GV4919'STATION IS MARKED BY A NAIL IN A GUM STAKE.
 GV4919'
 GV4919'REFERENCE MARK NO. 1 IS A NAIL IN A TRIANGLE CUT ON A SPRUCE
 GV4919'11 INCHES IN DIAMETER, STANDING ON GENTLE SLOPE OF BANK 10
 GV4919'FEET ABOVE STATION, DISTANT 8.995 METERS ON A LINE 219 DEG 27
 GV4919'MIN 21 SEC TO THE RIGHT OF LINE TO STATION FONTLEROY.
 GV4919'
 GV4919'REFERENCE MARK NO. 2 IS AN IRON PIPE 4 FEET LONG 4 INCHES IN
 GV4919'DIAMETER, FILLED WITH AND SET IN CEMENT STANDARD 8 INCHES
 GV4919'ABOVE SURFACE ON MORE GENTLE SLOPE OF BANK, AND 10 FEET HIGHER
 GV4919'IN ELEVATION THAT THE STATION, DISTANT 13.640 METERS ON LINE
 GV4919'256 DEG 29 MIN 12 SEC TO RIGHT OF LINE TO STATION FONTLEROY.
 GV4919'
 GV4919'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 13-INCH PINE
 GV4919'ON TOP OF BANK 12 FEET ABOVE STATION, DISTANT 10.127 METERS ON LINE
 GV4919'293 DEG 28 MIN 03 SEC TO RIGHT OF LINE TO STATION FONTLEROY.
 GV4919'
 GV4919'ALL DISTANCES ARE MEASURED DIRECT.
 GV4919
 GV4919                          STATION RECOVERY (2000)
 GV4919
 GV4919'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4919'MARK NOT FOUND.
 GV4919
 GV4919                          STATION RECOVERY (2001)
 GV4919
 GV4919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4919'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4919
 GV4919                          STATION RECOVERY (2005)
 GV4919
 GV4919'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2308 ***********************************************************************
 GW2308  DESIGNATION -  CUMBERLAND
 GW2308  PID         -  GW2308
 GW2308  STATE/COUNTY-  VA/CUMBERLAND
 GW2308  USGS QUAD   -  CUMBERLAND (1987)
 GW2308
 GW2308                         *CURRENT SURVEY CONTROL
 GW2308  ___________________________________________________________________
 GW2308* NAD 83(1993)-  37 29 47.72443(N)    078 14 39.74826(W)     ADJUSTED  
 GW2308* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 GW2308  ___________________________________________________________________
 GW2308  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GW2308  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW2308
 GW2308  HORZ ORDER  -  FIRST
 GW2308
 GW2308.The horizontal coordinates were established by classical geodetic methods
 GW2308.and adjusted by the National Geodetic Survey in September 1995..
 GW2308
 GW2308.The orthometric height was scaled from a topographic map.
 GW2308
 GW2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2308
 GW2308.The geoid height was determined by GEOID03.
 GW2308
 GW2308;                    North         East     Units Scale Factor Converg.
 GW2308;SPC VA S     - 1,129,123.405 3,522,603.620   MT  0.99994793   +0 09 18.5
 GW2308;SPC VA S     - 3,704,465.70 11,557,075.38   sFT  0.99994793   +0 09 18.5
 GW2308;UTM  17      - 4,153,530.499   743,605.559   MT  1.00033104   +1 40 41.6
 GW2308
 GW2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2308!SPC VA S     -   0.99998272  x   0.99994793  =   0.99993066
 GW2308!UTM  17      -   0.99998272  x   1.00033104  =   1.00031376
 GW2308
 GW2308|---------------------------------------------------------------------|
 GW2308| PID    Reference Object                     Distance      Geod. Az  |
 GW2308|                                                           dddmmss.s |
 GW2308| DC5266 CUMBERLAND RM 1                      19.269 METERS 04404     |
 GW2308| DC5265 CUMBERLAND AZ MK                                   3042420.1 |
 GW2308| DC5267 CUMBERLAND RM 2                      23.546 METERS 32916     |
 GW2308| GW2307 CUMBERLAND SOUTH MERIDIAN 1941       24.860 METERS 33715     |
 GW2308|---------------------------------------------------------------------|
 GW2308
 GW2308                          SUPERSEDED SURVEY CONTROL
 GW2308
 GW2308  NAD 83(1993)-  37 29 47.72483(N)    078 14 39.74671(W) AD(       ) 1
 GW2308  NAD 83(1986)-  37 29 47.73492(N)    078 14 39.76474(W) AD(       ) 1
 GW2308  NAD 27      -  37 29 47.19200(N)    078 14 40.78000(W) AD(       ) 1
 GW2308
 GW2308.Superseded values are not recommended for survey control.
 GW2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2308.See file dsdata.txt to determine how the superseded data were derived.
 GW2308
 GW2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4360653530(NAD 83)
 GW2308_MARKER: DS = TRIANGULATION STATION DISK
 GW2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2308
 GW2308  HISTORY     - Date     Condition        Report By
 GW2308  HISTORY     - 1941     MONUMENTED       CGS
 GW2308  HISTORY     - 1953     MARK NOT FOUND   CGS
 GW2308  HISTORY     - 1957     MARK NOT FOUND   USGS
 GW2308  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW2308  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW2308
 GW2308                          STATION DESCRIPTION
 GW2308
 GW2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2308'STATION IS IN THE TOWN OF CUMBERLAND COURTHOUSE, ON A SMALL
 GW2308'KNOLL DIRECTLY OPPOSITE THE COURTHOUSE, 36.5 FEET E OF U.S.
 GW2308'ROUTE 60, 13 FEET S OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 23.5
 GW2308'FEET W OF THE SW CORNER OF THE REMAINS OF AN OLD CONCRETE
 GW2308'PORCH.  THE DISK IS STAMPED CUMBERLAND 1941 AND IS FLUSH WITH
 GW2308'THE SURFACE OF THE GROUND.
 GW2308'
 GW2308'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2308'DISKS SET IN CONCRETE.
 GW2308'
 GW2308'REFERENCE MARK NO. 1 IS N OF THE STATION, 34 FEET E OF ROUTE
 GW2308'60, AND 8 FEET NE OF A LOCUST TREE.  THE DISK IS STAMPED
 GW2308'CUMBERLAND 1941 NO. 1 AND PROJECTS 6 INCHES ABOVE THE SURFACE
 GW2308'OF THE GROUND.
 GW2308'
 GW2308'REFERENCE MARK NO. 2 IS W OF THE STATION IN THE SIDEWALK AT THE
 GW2308'ENTRANCE TO THE COURTHOUSE GROUNDS.  THE DISK IS STAMPED
 GW2308'CUMBERLAND 1941 NO. 2 AND SET FLUSH WITH THE SURFACE OF THE
 GW2308'WALK.
 GW2308'
 GW2308'THE AZIMUTH MARK IS 0.8 MILE NW OF THE STATION, IN THE W
 GW2308'EDGE OF A PASTURE, AND 16 FEET NE OF THE CENTER LINE OF A FARM
 GW2308'ROAD.  THE DISK IS STAMPED CUMBERLAND 1941, AND PROJECTS 6
 GW2308'INCHES ABOVE THE SURFACE OF THE GROUND.  TO REACH THE AZIMUTH
 GW2308'MARK FROM THE STATION, GO S ON ROUTE 60 FOR 0.15 MILE TO A
 GW2308'NARROW DIRT STREET ON THE RIGHT, TURN RIGHT AND GO 0.25 MILE
 GW2308'TO A BOARD GATE, PASS THROUGH THE GATE AND FOLLOW THE FARM ROAD
 GW2308'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 GW2308'
 GW2308'THE SOUTH MERIDIAN MAGNETIC STATION IS WNW OF THE STATION,
 GW2308'41 FEET WNW OF THE CENTER LINE OF ROUTE 60, AND 9.5 FEET
 GW2308'N OF THE COURTHOUSE SIDEWALK AT THE ENTRANCE TO THE COURTHOUSE
 GW2308'GROUNDS.  THE MARK IS A 5- BY 8-INCH CONCRETE POST THAT PROJECTS
 GW2308'8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE LETTERS U.S.C.
 GW2308'AND G.S. S.M. ARE STAMPED IN THE TOP.  A DRILL HOLE IN THE
 GW2308'CENTER OF THE TOP MARKS THE STATION.
 GW2308'
 GW2308'THE NORTH MERIDIAN IS ABOUT 300 YARDS NW OF THE STATION, AT
 GW2308'THE NW CORNER OF A FIELD, AND IN THE NE CORNER OF THE WOODS.
 GW2308'
 GW2308'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION OAK
 GW2308'FOREST.
 GW2308'
 GW2308'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MC RAE
 GW2308'AND A 74-FOOT LIGHT AT STATION TOWER HILL.
 GW2308'
 GW2308'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 GW2308
 GW2308                          STATION RECOVERY (1953)
 GW2308
 GW2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GW2308'LETTER OF G.W. HABEL, JR., SURVEY PARTY CHIEF, VIRGINIA HIGHWAY
 GW2308'DEPARTMENT, RICHMOND, VA., DATED 5 OCTOBER 1953--
 GW2308'
 GW2308'STATION AND REFERENCE MARK 1 WERE DESTROYED DUE TO ROAD
 GW2308'CONSTRUCTION.  UNABLE TO LOCATE THE UNDERGROUND STATION MARK.
 GW2308'REFERENCE MARK 3 WAS ESTABLISHED ON LINE THROUGH REFERENCE MARKS
 GW2308'1 AND 2 AND 7.88 FT. BEYOND REFERENCE MARK 1, 38 FT. S OF
 GW2308'THE CENTERLINE OF ROUTE 60, 83 FT. W OF THE NW CORNER OF A
 GW2308'BRICK DRUGSTORE, 63 FT. NW OF THE NW CORNER OF A FRAME TELEPHONE
 GW2308'BUILDING, AND 90.48 FT. NE OF REFERENCE MARK 2.
 GW2308'
 GW2308'REFERENCE-MARK DISK, STAMPED CUMBERLAND NO 1 1941, RECEIVED
 GW2308'AT THIS OFFICE 8 OCTOBER 1953.
 GW2308
 GW2308                          STATION RECOVERY (1957)
 GW2308
 GW2308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GW2308'STATION NOT FOUND.  AREA HAS BEEN GRADED OVER.
 GW2308
 GW2308                          STATION RECOVERY (1997)
 GW2308
 GW2308'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2308'MARK NOT FOUND.
 GW2308
 GW2308                          STATION RECOVERY (2001)
 GW2308
 GW2308'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2306 ***********************************************************************
 GW2306  DESIGNATION -  CUMBERLAND LOOKOUT TOWER
 GW2306  PID         -  GW2306
 GW2306  STATE/COUNTY-  VA/CUMBERLAND
 GW2306  USGS QUAD   -  CUMBERLAND (1987)
 GW2306
 GW2306                         *CURRENT SURVEY CONTROL
 GW2306  ___________________________________________________________________
 GW2306* NAD 83(1993)-  37 29 46.95681(N)    078 14 37.86446(W)     ADJUSTED  
 GW2306* NAVD 88     -                                                        
 GW2306  ___________________________________________________________________
 GW2306  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GW2306  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GW2306
 GW2306  HORZ ORDER  -  THIRD
 GW2306
 GW2306.The horizontal coordinates were established by classical geodetic methods
 GW2306.and adjusted by the National Geodetic Survey in September 1995..
 GW2306
 GW2306
 GW2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2306
 GW2306.The geoid height was determined by GEOID03.
 GW2306
 GW2306;                    North         East     Units Scale Factor Converg.
 GW2306;SPC VA S     - 1,129,099.866 3,522,649.955   MT  0.99994792   +0 09 19.7
 GW2306;SPC VA S     - 3,704,388.48 11,557,227.39   sFT  0.99994792   +0 09 19.7
 GW2306;UTM  17      - 4,153,508.192   743,652.521   MT  1.00033132   +1 40 42.7
 GW2306
 GW2306                          SUPERSEDED SURVEY CONTROL
 GW2306
 GW2306  NAD 83(1993)-  37 29 46.95718(N)    078 14 37.86286(W) AD(       ) 4
 GW2306  NAD 83(1986)-  37 29 46.96735(N)    078 14 37.88124(W) AD(       ) 4
 GW2306  NAD 27      -  37 29 46.42400(N)    078 14 38.89800(W) AD(       ) 3
 GW2306
 GW2306.Superseded values are not recommended for survey control.
 GW2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2306.See file dsdata.txt to determine how the superseded data were derived.
 GW2306
 GW2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4365353508(NAD 83)
 GW2306_MARKER: 57 = LOOKOUT TOWER
 GW2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2306+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 GW2306
 GW2306  HISTORY     - Date     Condition        Report By
 GW2306  HISTORY     - 1941     FIRST OBSERVED   CGS
 GW2306  HISTORY     - 19970301 GOOD             USPSQD
 GW2306  HISTORY     - 20011003 GOOD             USPSQD
 GW2306
 GW2306                          STATION DESCRIPTION
 GW2306
 GW2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2306'THIS IS AN INTERSECTION STATION AND IS THE FINIAL ON TOP OF THE
 GW2306'FOREST FIRE LOOKOUT TOWER OF THE VIRGINIA DEPARTMENT OF
 GW2306'CONSERVATION.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 85 FEET
 GW2306'HIGH.  IT IS IN THE TOWN OF CUMBERLAND COURTHOUSE.
 GW2306
 GW2306                          STATION RECOVERY (1997)
 GW2306
 GW2306'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2306'RECOVERED IN GOOD CONDITION.
 GW2306
 GW2306                          STATION RECOVERY (2001)
 GW2306
 GW2306'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2307 ***********************************************************************
 GW2307  DESIGNATION -  CUMBERLAND SOUTH MERIDIAN 1941
 GW2307  PID         -  GW2307
 GW2307  STATE/COUNTY-  VA/CUMBERLAND
 GW2307  USGS QUAD   -  CUMBERLAND (1987)
 GW2307
 GW2307                         *CURRENT SURVEY CONTROL
 GW2307  ___________________________________________________________________
 GW2307* NAD 83(1993)-  37 29 48.46809(N)    078 14 40.13956(W)     ADJUSTED  
 GW2307* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 GW2307  ___________________________________________________________________
 GW2307  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GW2307  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW2307
 GW2307  HORZ ORDER  -  SECOND
 GW2307
 GW2307.The horizontal coordinates were established by classical geodetic methods
 GW2307.and adjusted by the National Geodetic Survey in September 1995..
 GW2307
 GW2307.The orthometric height was scaled from a topographic map.
 GW2307
 GW2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2307
 GW2307.The geoid height was determined by GEOID03.
 GW2307
 GW2307;                    North         East     Units Scale Factor Converg.
 GW2307;SPC VA S     - 1,129,146.305 3,522,593.947   MT  0.99994794   +0 09 18.3
 GW2307;SPC VA S     - 3,704,540.84 11,557,043.64   sFT  0.99994794   +0 09 18.3
 GW2307;UTM  17      - 4,153,553.142   743,595.276   MT  1.00033098   +1 40 41.4
 GW2307
 GW2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2307!SPC VA S     -   0.99998272  x   0.99994794  =   0.99993067
 GW2307!UTM  17      -   0.99998272  x   1.00033098  =   1.00031370
 GW2307
 GW2307                          SUPERSEDED SURVEY CONTROL
 GW2307
 GW2307  NAD 83(1993)-  37 29 48.46849(N)    078 14 40.13801(W) AD(       ) 2
 GW2307  NAD 83(1986)-  37 29 48.47857(N)    078 14 40.15604(W) AD(       ) 2
 GW2307  NAD 27      -  37 29 47.93600(N)    078 14 41.17200(W) AD(       ) 2
 GW2307
 GW2307.Superseded values are not recommended for survey control.
 GW2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2307.See file dsdata.txt to determine how the superseded data were derived.
 GW2307
 GW2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4359553553(NAD 83)
 GW2307_MARKER: H = DRILL HOLE
 GW2307_SETTING: 0 = UNSPECIFIED SETTING
 GW2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2307
 GW2307  HISTORY     - Date     Condition        Report By
 GW2307  HISTORY     - 1941     MONUMENTED       CGS
 GW2307  HISTORY     - 19970301 GOOD             USPSQD
 GW2307  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW2307
 GW2307                          STATION DESCRIPTION
 GW2307
 GW2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2307'THIS IS A TRAVERSE STATION LOCATED BY DISTANCE AND DIRECTION FROM
 GW2307'TRIANGULATION STATION CUMBERLAND.
 GW2307'
 GW2307'THE STATION IS IN THE TOWN OF CUMBERLAND COURTHOUSE.  IT IS 9.5
 GW2307'FEET N OF THE COURTHOUSE SIDEWALK AT THE ENTRANCE TO THE COURTHOUSE
 GW2307'GROUNDS.  IT IS 41 FEET WNW OF THE CENTER OF U.S. HIGHWAY 60.  THE
 GW2307'MARK IS A 5- BY 8-INCH CONCRETE POST THAT PROJECTS ABOUT 8
 GW2307'INCHES ABOVE THE SURFACE OF THE GROUND.  THE LETTERS U.S.C. AND
 GW2307'G.S.S.M. ARE STAMPED IN THE TOP.  A DRILL HOLE IN THE CENTER OF
 GW2307'THE TOP MARKS THE STATION.  IT IS 24.860 METERS (81.56 FEET),
 GW2307'HORIZONTAL DISTANCE, NW OF TRIANGULATION STATION CUMBERLAND.
 GW2307'
 GW2307'CUMBERLAND NORTH MERIDIAN IS ABOUT 300 YARDS N OF THE S MERIDIAN.
 GW2307'IT IS AT THE NW CORNER OF A FIELD AND IN THE NE CORNER OF
 GW2307'THE WOODS.  THE TOP OF THIS POST HAS BEEN BROKEN OFF SO THAT NO
 GW2307'STAMPING REMAINS.  A LOCAL RESIDENT REPORTS THAT THERE WERE
 GW2307'FORMERLY THREE OF THESE MARKER STONES IN LINE BUT THAT ONE OF
 GW2307'THEM HAS BEEN DESTROYED.  IT MAY BE THE ONE THAT WAS DESTROYED
 GW2307'IS THE NORTH MERIDIAN AND THAT THIS ONE IS A PROPERTY BOUNDARY
 GW2307'STONE.
 GW2307
 GW2307                          STATION RECOVERY (1997)
 GW2307
 GW2307'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2307'RECOVERED IN GOOD CONDITION.
 GW2307
 GW2307                          STATION RECOVERY (2001)
 GW2307
 GW2307'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3187 ***********************************************************************
 GY3187  DESIGNATION -  CUMBERLAND USGS 1933
 GY3187  PID         -  GY3187
 GY3187  STATE/COUNTY-  VA/DICKENSON
 GY3187  USGS QUAD   -  ELKHORN CITY (1978)
 GY3187
 GY3187                         *CURRENT SURVEY CONTROL
 GY3187  ___________________________________________________________________
 GY3187* NAD 83(1993)-  37 15 50.63706(N)    082 21 52.37259(W)     ADJUSTED  
 GY3187* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 GY3187  ___________________________________________________________________
 GY3187  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GY3187  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GY3187
 GY3187  HORZ ORDER  -  SECOND
 GY3187
 GY3187.The horizontal coordinates were established by classical geodetic methods
 GY3187.and adjusted by the National Geodetic Survey in December 1995..
 GY3187
 GY3187.The orthometric height was scaled from a topographic map.
 GY3187
 GY3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3187
 GY3187.The geoid height was determined by GEOID03.
 GY3187
 GY3187;                    North         East     Units Scale Factor Converg.
 GY3187;SPC VA S     - 1,110,302.637 3,157,317.239   MT  0.99994702   -2 20 43.8
 GY3187;SPC VA S     - 3,642,717.90 10,358,631.64   sFT  0.99994702   -2 20 43.8
 GY3187;SPC WV S     -    30,199.861   478,958.507   MT  1.00005363   -0 50 36.8
 GY3187;SPC KY1Z     - 1,108,742.620 1,800,222.077   MT  0.99996166   +2 04 42.7
 GY3187;SPC KY1Z     - 3,637,599.75  5,906,228.60   sFT  0.99996166   +2 04 42.7
 GY3187;SPC KY S     -   608,666.595   800,219.019   MT  0.99994615   +2 03 11.3
 GY3187;SPC KY S     - 1,996,933.65  2,625,385.23   sFT  0.99994615   +2 03 11.3
 GY3187;UTM  17      - 4,125,039.184   379,005.960   MT  0.99978033   -0 49 34.8
 GY3187
 GY3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3187!SPC VA S     -   0.99986245  x   0.99994702  =   0.99980948
 GY3187!SPC WV S     -   0.99986245  x   1.00005363  =   0.99991607
 GY3187!SPC KY1Z     -   0.99986245  x   0.99996166  =   0.99982411
 GY3187!SPC KY S     -   0.99986245  x   0.99994615  =   0.99980861
 GY3187!UTM  17      -   0.99986245  x   0.99978033  =   0.99964281
 GY3187
 GY3187                          SUPERSEDED SURVEY CONTROL
 GY3187
 GY3187  NAD 83(1993)-  37 15 50.63698(N)    082 21 52.38786(W) AD(       ) 2
 GY3187  NAD 83(1993)-  37 15 50.64485(N)    082 21 52.37374(W) AD(       ) 2
 GY3187  NAD 83(1986)-  37 15 50.64602(N)    082 21 52.37732(W) AD(       ) 2
 GY3187  NAD 27      -  37 15 50.25200(N)    082 21 52.87200(W) AD(       ) 2
 GY3187
 GY3187.Superseded values are not recommended for survey control.
 GY3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3187.See file dsdata.txt to determine how the superseded data were derived.
 GY3187
 GY3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB7900625039(NAD 83)
 GY3187_MARKER: DD = SURVEY DISK
 GY3187_SETTING: 66 = SET IN ROCK OUTCROP
 GY3187_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GY3187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY3187
 GY3187  HISTORY     - Date     Condition        Report By
 GY3187  HISTORY     - 1933     MONUMENTED       USGS
 GY3187
 GY3187                          STATION DESCRIPTION
 GY3187
 GY3187'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (MAH)
 GY3187'STATION IS LOCATED ON A BALD KNOB IN THE CUMBERLAND
 GY3187'MOUNTAIN RANGE, ABOUT 15 MILES N OF CLINTWOOD, VA., ON THE
 GY3187'BOUNDARY BETWEEN KENTUCKY AND VIRGINIA.  STATION IS LOCATED ON THE
 GY3187'TOP OF A LARGE BARREN ROCK.
 GY3187'
 GY3187'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 GY3187'A DEPRESSION IN OUTCROPPING BEDROCK.
 GY3187'
 GY3187'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GY3187'HOLES IN OUTCROPPING BEDROCK.
 GY3187'
 GY3187'REFERENCE MARK NO. 1 IS ENE FROM THE STATION.
 GY3187'
 GY3187'REFERENCE MARK NO. 2 IS LOCATED NW OF THE STATION.
 GY3187'
 GY3187'TO REACH FROM CLINTWOOD, TAKE MAIN ROAD NE FROM THE TOWN
 GY3187'4.8 MILES TO SKEETS ROCK POST OFFICE.  TURN RIGHT HERE AND
 GY3187'PROCEED 1.6 MILES, CROSSING STEEL BRIDGE OVER CRANES NEST
 GY3187'RIVER TO RITTERS LOGGING CAMP.  CROSS RAILROAD AND PROCEED
 GY3187'TO HOME OF SILAS MULLINS, THE END OF TRUCK TRAVEL.  HERE TAKE
 GY3187'TRAIL TO THE TOP OF THE RIDGE ABOUT 2.0 MILES AND TURN
 GY3187'RIGHT (NE) ALONG THE TOP OF THE RIDGE ABOUT 1-1/2 MILES TO THE
 GY3187'STATION.
 GY3187'
 GY3187'THIS IS AN INTERSECTION STATION AND WAS NOT OCCUPIED.
 GY3187'
 GY3187'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0856 ***********************************************************************
 FW0856  DESIGNATION -  CUNJER
 FW0856  PID         -  FW0856
 FW0856  STATE/COUNTY-  VA/ACCOMACK
 FW0856  USGS QUAD   -  QUINBY INLET (1992)
 FW0856
 FW0856                         *CURRENT SURVEY CONTROL
 FW0856  ___________________________________________________________________
 FW0856* NAD 83(1993)-  37 28 58.56366(N)    075 44 14.22313(W)     ADJUSTED  
 FW0856* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0856  ___________________________________________________________________
 FW0856  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FW0856  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FW0856
 FW0856  HORZ ORDER  -  SECOND
 FW0856
 FW0856.The horizontal coordinates were established by classical geodetic methods
 FW0856.and adjusted by the National Geodetic Survey in September 1995..
 FW0856
 FW0856.The orthometric height was scaled from a topographic map.
 FW0856
 FW0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0856
 FW0856.The geoid height was determined by GEOID03.
 FW0856
 FW0856;                    North         East     Units Scale Factor Converg.
 FW0856;SPC VA S     - 1,131,152.278 3,744,302.236   MT  0.99994742   +1 40 36.3
 FW0856;SPC VA S     - 3,711,122.10 12,284,431.59   sFT  0.99994742   +1 40 36.3
 FW0856;UTM  18      - 4,148,703.256   434,816.095   MT  0.99965234   -0 26 55.2
 FW0856
 FW0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0856!SPC VA S     -   1.00000566  x   0.99994742  =   0.99995308
 FW0856!UTM  18      -   1.00000566  x   0.99965234  =   0.99965800
 FW0856
 FW0856:                Primary Azimuth Mark                     Grid Az
 FW0856:SPC VA S     -  DRAW 2                                   049 55 18.1
 FW0856:UTM  18      -  DRAW 2                                   052 02 49.6
 FW0856
 FW0856|---------------------------------------------------------------------|
 FW0856| PID    Reference Object                     Distance      Geod. Az  |
 FW0856|                                                           dddmmss.s |
 FW0856| FW1195 DRAW 2                              APPROX. 8.8 KM 0513554.4 |
 FW0856| FW1203 SANDY ISLAND CHANNEL LIGHT BCN      APPROX. 3.9 KM 0534220.3 |
 FW0856| DC7976 CUNJER RM 2                          29.328 METERS 06616     |
 FW0856| FW0884 LITTLE MACHIPONGO IN CG LOT         APPROX. 6.4 KM 1203626.1 |
 FW0856| DC7977 CUNJER RM 3                          19.540 METERS 13946     |
 FW0856| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.10.2 KM 1610515.6 |
 FW0856| FW0882 HOG ISLAND COAST GUARD LOT          APPROX.10.2 KM 1652323.1 |
 FW0856| FW0880 CUNJER CHAN BCN RED AND BLACK       APPROX. 2.3 KM 1684556.1 |
 FW0856| FW0997 LITTLE MACHIPONGO IN N CHAN BN      APPROX. 3.3 KM 2255043.9 |
 FW0856| FW1268 EXMORE WATER TANK                   APPROX. 9.9 KM 3114026.7 |
 FW0856| DC7975 CUNJER RM 1                          24.487 METERS 31452     |
 FW0856|---------------------------------------------------------------------|
 FW0856
 FW0856                          SUPERSEDED SURVEY CONTROL
 FW0856
 FW0856  NAD 83(1993)-  37 28 58.56352(N)    075 44 14.22280(W) AD(       ) 2
 FW0856  NAD 83(1986)-  37 28 58.56455(N)    075 44 14.26352(W) AD(       ) 2
 FW0856  NAD 27      -  37 28 58.07505(N)    075 44 15.52408(W) AD(       ) 2
 FW0856
 FW0856.Superseded values are not recommended for survey control.
 FW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0856.See file dsdata.txt to determine how the superseded data were derived.
 FW0856
 FW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3481648703(NAD 83)
 FW0856_MARKER: DS = TRIANGULATION STATION DISK
 FW0856_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0856_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0856
 FW0856  HISTORY     - Date     Condition        Report By
 FW0856  HISTORY     - 1933     MONUMENTED       CGS
 FW0856  HISTORY     - 1934     GOOD             CGS
 FW0856  HISTORY     - 1942     GOOD             CGS
 FW0856  HISTORY     - 1958     GOOD             CGS
 FW0856  HISTORY     - 1959     GOOD             CGS
 FW0856  HISTORY     - 1961     GOOD             CGS
 FW0856  HISTORY     - 1962     GOOD             CGS
 FW0856
 FW0856                          STATION DESCRIPTION
 FW0856
 FW0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0856'LOCATED AT A POINT 4 METERS S OF A 50-FOOT WIDE DITCH RUNNING
 FW0856'W FROM CUNJER CHANNEL AT A POINT ABOUT A MILE N OF THE S
 FW0856'END OF A MARSH POINT AT CUNJER CHANNEL, ABOUT 150 FEET W
 FW0856'OF A CHANNEL RUNNING S ALONG MARSH TOWARD CUNJER CHANNEL.
 FW0856'THIS THOROUGHFARE IS LOCALLY KNOWN AS METULIKAN.
 FW0856'
 FW0856'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW0856'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE.
 FW0856
 FW0856                          STATION RECOVERY (1934)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0856'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0856'
 FW0856'THE DESCRIPTION SHOULD READ AS FOLLOWS--
 FW0856'
 FW0856'LOCATED ABOUT 3-1/2 MILES W OF LITTLE MACHIPONGO INLET ON
 FW0856'THE POINT OF MARSH TO NW OF THE INTERSECTION OF CUNJER AND
 FW0856'SLOOP CHANNELS, AND ABOUT 3/4 MILE N OF CUNJER CHANNEL.  THE
 FW0856'STATION IS ABOUT 250 FEET W OF THE BANK OF SLOOP CHANNEL
 FW0856'AND 13 METERS N OF A 50-FOOT CREEK RUNNING W THROUGH THE
 FW0856'MARSH POINT FROM SLOOP CHANNEL.  THIS CREEK OR DRAIN IS
 FW0856'THE FIRST ONE OF APPRECIABLE SIZE TO INTERSECT SLOOP CHANNEL
 FW0856'FROM THE W AS ONE PROCEEDS NORTHWARD FROM CUNJER CHANNEL.
 FW0856'THE STATION AND REFERENCE MARKS ARE SURROUNDED BY A FEW
 FW0856'INCHES OF WATER AT HIGH WATER.
 FW0856
 FW0856                          STATION RECOVERY (1942)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0856'THIS STATION IS LOCATED ABOUT 3.5 MILES WEST OF LITTLE MACHIPONGO
 FW0856'INLET ON THE POINT OF MARSH NORTHWEST OF THE INTERSECTION
 FW0856'OF CUNJER AND SLOOP CHANNELS, AND ABOUT 0.3 MILE NORTH OF
 FW0856'CUNJER CHANNEL.  THE STATION IS ABOUT 250 FEET WEST OF THE
 FW0856'BANK OF SLOOP CHANNEL, AND ABOUT 13 METERS NORTH OF A 50
 FW0856'FOOT CREEK RUNNING WEST THROUGH THE MARSH POINT, FROM SLOOP
 FW0856'CHANNEL.  THIS DRAIN IS THE FIRST ONE OF APPRECIABLE SIZE
 FW0856'TO INTERSECT SLOOP CHANNEL FROM THE WEST AS ONE PROCEEDS
 FW0856'NORTHWARD FROM CUNJER CHANNEL.  THE STATION IS A STANDARD
 FW0856'DISK TRIANGULATION STATION MARK, STAMPED CUNJER 1933, SET
 FW0856'IN CONCRETE AT THE CENTER OF THE TOP OF A 6 INCH IN
 FW0856'DIAMETER TILE PIPE, WHICH IS FLUSH WITH THE GROUND.  THE
 FW0856'STATION IS IN GOOD CONDITION.
 FW0856'
 FW0856'REFERENCE MARK NO. 1 IS LOCATED 24.515 METERS WEST OF THE
 FW0856'STATION, AND 44.530 METERS SOUTHWEST OF REFERENCE MARK NO.
 FW0856'2.  THE MARK IS A STANDARD DISK REFERENCE MARK, WITH THE
 FW0856'ARROW POINTING TOWARD THE STATION, STAMPED 1, 1933, SET
 FW0856'IN CONCRETE AT THE CENTER OF THE TOP OF A 4 INCH IN DIAMETER
 FW0856'TILE PIPE WHICH IS FLUSH WITH THE GROUND.  THE MARK IS IN
 FW0856'GOOD CONDITION.
 FW0856'
 FW0856'REFERENCE MARK NO. 2 IS LOCATED 29.325 METERS NORTH OF THE
 FW0856'STATION.  THE MARK IS A STANDARD DISK REFERENCE MARK, WITH
 FW0856'THE ARROW POINTING TOWARD THE STATION, STAMPED 2 1933, SET
 FW0856'IN CONCRETE AT THE CENTER OF THE TOP OF A 4-INCH IN DIAMETER
 FW0856'TILE PIPE, WHICH PROJECTS 1 INCH ABOVE THE GROUND.  THE
 FW0856'MARK IS IN GOOD CONDITION.
 FW0856
 FW0856                          STATION RECOVERY (1958)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0856'STATION RECOVERED AND IN GOOD CONDITION.  THE STATION MARK
 FW0856'IS NOW ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  STATION
 FW0856'IS LOCATED IN THE CENTER OF SEVERAL WOODEN STAKES.
 FW0856'
 FW0856'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT FOUND.  A THOROUGH
 FW0856'SEARCH WAS NOT MADE DUE TO DARKNESS.  IT IS BELIEVED THAT
 FW0856'THE MARKS ARE UNDER THE SURFACE OF THE GROUND.
 FW0856
 FW0856                          STATION RECOVERY (1959)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0856'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 FW0856'CONDITION.  ONE NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE
 FW0856'NEW DESCRIPTION FOLLOWS--
 FW0856'
 FW0856'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF WACHAPREAGUE,
 FW0856'ABOUT 3-1/4 MILES SOUTHEAST OF WILLIS WARF, ABOUT 3-1/2
 FW0856'MILES WEST OF LITTLE MACHIPONGO INLET AND ABOUT 3/4 MILE
 FW0856'NORTHWEST OF THE INTERSECTION OF CUNJER AND SLOOP CHANNELS.
 FW0856'
 FW0856'THE STATION IS BEST REACHED BY BOAT FROM WACHAPREAGUE, VIRGINIA.
 FW0856'
 FW0856'STATION MARK, A STANDARD DISK STAMPED CUNJER 1933, IS SET
 FW0856'IN CONCRETE AT THE CENTER OF AN 8-INCH TERRACOTTA PIPE WHICH
 FW0856'IS 1-INCH BELOW THE SURFACE OF THE MARSH.  IT IS 285 FEET
 FW0856'NORTHWEST OF THE WEST EDGE OF SLOOP CHANNEL AND 49 FEET
 FW0856'NORTHEAST OF THE NORTH EDGE OF A CREEK RUNNING WEST FROM
 FW0856'SLOOP CHANNEL.  A STANDARD WITNESS POST WAS SET 2.5 FEET
 FW0856'SOUTH OF THE STATION MARK.
 FW0856'
 FW0856'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED 1 1933, IS
 FW0856'SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA PIPE
 FW0856'WHICH IS 1-INCH BELOW THE SURFACE OF THE MARSH.  IT IS 58
 FW0856'FEET NORTHEAST OF THE NORTH EDGE OF A CREEK RUNNING WEST
 FW0856'FROM SLOOP CHANNEL.  A STANDARD METAL WITNESS POST WAS SET
 FW0856'7-INCHES NORTH OF THE REFERENCE MARK.
 FW0856'
 FW0856'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED 2 1933, IS
 FW0856'SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA PIPE
 FW0856'WHICH IS 1-INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 FW0856'128 FEET NORTHEAST OF THE NORTH EDGE OF A CREEK RUNNING
 FW0856'WEST FROM SLOOP CHANNEL AND 225 FEET NORTHWEST OF THE WEST
 FW0856'EDGE OF SLOOP CHANNEL.  A STANDARD METAL WITNESS POST WAS
 FW0856'SET 1-FOOT EAST OF THE REFERENCE MARK.
 FW0856'
 FW0856'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CUNJER NO
 FW0856'3 1933, IS SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA
 FW0856'PIPE WHICH PROJECTS 6-INCHES.  IT IS 225 FEET NORTHWEST
 FW0856'OF THE WEST EDGE OF SLOOP CHANNEL AND 31 FEET NORTHEAST
 FW0856'OF THE NORTH EDGE OF A CREEK THAT RUNS WEST FROM SLOOP CHANNEL.
 FW0856'
 FW0856'REFERENCE MARK NO. 1 IS 44.546 METERS (146.15 FEET) WEST
 FW0856'OF REFERENCE MARK NO. 2.  REFERENCE MARK NO. 3 IS 30.270
 FW0856'METERS (99.31 FEET) SOUTH OF REFERENCE MARK NO. 2.
 FW0856'
 FW0856'NO AZIMUTH MARK WAS SET.
 FW0856
 FW0856                          STATION RECOVERY (1961)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0856'STATION MARK AND REFERENCE MARKS 1 AND 2, 1933 AND REFERENCE
 FW0856'MARK 3, 1933, SET IN 1959 WERE RECOVERED AS DESCRIBED.
 FW0856'
 FW0856'THE STATION WAS VISITED DURING AN EXTREME HIGH SPRING TIDE
 FW0856'AND ALL MARKS WERE COVERED WITH ABOUT 1 FOOT OF WATER, THEREFORE
 FW0856'NO MEASUREMENT FROM THE STATION TO THE REFERENCE MARKS WERE
 FW0856'MADE.  THERE IS A 10 FOOT STAND CENTERED OVER THE STATION.
 FW0856
 FW0856                          STATION RECOVERY (1962)
 FW0856
 FW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0856'THE STATION AND 3 REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FW0856'IN THE 1942 RECOVERY NOTE AND FOUND TO BE IN GOOD CONDITION.
 FW0856'
 FW0856'THE CONDITION OF THE MARKS WERE DETERMINED BY FEELING THE
 FW0856'MARKS AS THEY WERE UNDER ABOUT 14 INCHES OF WATER, DUE TO
 FW0856'AN EXTREMELY HIGH TIDE.
 FW0856'
 FW0856'THE 1959 DESCRIPTION WAS NOT FURNISHED TO THIS PARTY.  THEREFORE,
 FW0856'THERE WAS AN EXTRA REFERENCE MARK NOT LISTED IN THE AVAILABLE
 FW0856'DESCRIPTION.
 FW0856'
 FW0856'THIS STATION WAS OCCUPIED IN 1959 BY W.E.R.  AN UP-TO-DATE
 FW0856'DESCRIPTION IS UNDOUBTEDLY ON FILE.
 FW0856'
 FW0856'THE STATION IS UNDER A 10-FOOT STAND WHICH IS IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0880 ***********************************************************************
 FW0880  DESIGNATION -  CUNJER CHAN BCN RED AND BLACK
 FW0880  PID         -  FW0880
 FW0880  STATE/COUNTY-  VA/ACCOMACK
 FW0880  USGS QUAD   -  QUINBY INLET (1992)
 FW0880
 FW0880                         *CURRENT SURVEY CONTROL
 FW0880  ___________________________________________________________________
 FW0880* NAD 83(1993)-  37 27 44.04756(N)    075 43 55.65507(W)     ADJUSTED  
 FW0880* NAVD 88     -                                                        
 FW0880  ___________________________________________________________________
 FW0880  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FW0880  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FW0880
 FW0880  HORZ ORDER  -  THIRD
 FW0880
 FW0880.The horizontal coordinates were established by classical geodetic methods
 FW0880.and adjusted by the National Geodetic Survey in September 1995..
 FW0880
 FW0880
 FW0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0880
 FW0880.The geoid height was determined by GEOID03.
 FW0880
 FW0880;                    North         East     Units Scale Factor Converg.
 FW0880;SPC VA S     - 1,128,869.446 3,744,825.543   MT  0.99994676   +1 40 47.6
 FW0880;SPC VA S     - 3,703,632.51 12,286,148.47   sFT  0.99994676   +1 40 47.6
 FW0880;UTM  18      - 4,146,403.267   435,254.253   MT  0.99965164   -0 26 43.2
 FW0880
 FW0880                          SUPERSEDED SURVEY CONTROL
 FW0880
 FW0880  NAD 83(1993)-  37 27 44.04742(N)    075 43 55.65423(W) AD(       ) 4
 FW0880  NAD 83(1986)-  37 27 44.04832(N)    075 43 55.69571(W) AD(       ) 4
 FW0880  NAD 27      -  37 27 43.55300(N)    075 43 56.95500(W) AD(       ) 3
 FW0880
 FW0880.Superseded values are not recommended for survey control.
 FW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0880.See file dsdata.txt to determine how the superseded data were derived.
 FW0880
 FW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3525446403(NAD 83)
 FW0880_MARKER: 14 = NAVIGATION LIGHT
 FW0880
 FW0880  HISTORY     - Date     Condition        Report By
 FW0880  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW0880
 FW0880                          STATION DESCRIPTION
 FW0880
 FW0880'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3057 ***********************************************************************
 FY3057  DESIGNATION -  CUNNINGHAM
 FY3057  PID         -  FY3057
 FY3057  STATE/COUNTY-  VA/HALIFAX
 FY3057  USGS QUAD   -  ALTON (1990)
 FY3057
 FY3057                         *CURRENT SURVEY CONTROL
 FY3057  ___________________________________________________________________
 FY3057* NAD 83(1993)-  36 32 35.74262(N)    079 03 53.89425(W)     ADJUSTED  
 FY3057* NAVD 88     -       181.6    (meters)     596.     (feet)  VERTCON   
 FY3057  ___________________________________________________________________
 FY3057  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 FY3057  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 FY3057
 FY3057  HORZ ORDER  -  FIRST
 FY3057
 FY3057.The horizontal coordinates were established by classical geodetic methods
 FY3057.and adjusted by the National Geodetic Survey in September 1995..
 FY3057
 FY3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3057
 FY3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3057
 FY3057.The geoid height was determined by GEOID03.
 FY3057
 FY3057;                    North         East     Units Scale Factor Converg.
 FY3057;SPC VA S     - 1,023,448.329 3,449,409.703   MT  1.00004805   -0 20 34.4
 FY3057;SPC VA S     - 3,357,763.39 11,316,938.33   sFT  1.00004805   -0 20 34.4
 FY3057;SPC NC       -   309,887.245   603,782.932   MT  1.00012691   -0 02 15.0
 FY3057;SPC NC       - 1,016,688.40  1,980,911.17   sFT  1.00012691   -0 02 15.0
 FY3057;UTM  17      - 4,045,948.767   673,205.283   MT  0.99996962   +1 09 08.9
 FY3057
 FY3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3057!SPC VA S     -   0.99997641  x   1.00004805  =   1.00002446
 FY3057!SPC NC       -   0.99997641  x   1.00012691  =   1.00010331
 FY3057!UTM  17      -   0.99997641  x   0.99996962  =   0.99994603
 FY3057
 FY3057|---------------------------------------------------------------------|
 FY3057| PID    Reference Object                     Distance      Geod. Az  |
 FY3057|                                                           dddmmss.s |
 FY3057| DC5078 CUNNINGHAM RM 1                      17.343 METERS 00214     |
 FY3057| FY3053 AIRWAY BEACON 35                    APPROX. 9.8 KM 0042019.5 |
 FY3057| FY3058 CUNNINGHAM RM 2                     247.519 METERS 07034     |
 FY3057| FY2987 HAGERS MT                           APPROX.12.2 KM 1351810.7 |
 FY3057| FY3395 AIRWAY BEACON 33                    APPROX.27.4 KM 2482004.2 |
 FY3057| DC5079 CUNNINGHAM RM 3                      21.464 METERS 25534     |
 FY3057|---------------------------------------------------------------------|
 FY3057
 FY3057                          SUPERSEDED SURVEY CONTROL
 FY3057
 FY3057  NAD 83(1986)-  36 32 35.74559(N)    079 03 53.89771(W) AD(       ) 1
 FY3057  NAD 27      -  36 32 35.24200(N)    079 03 54.84800(W) AD(       ) 1
 FY3057  NGVD 29 (07/19/86)  181.9    (m)          597.     (f) VERT ANG       
 FY3057
 FY3057.Superseded values are not recommended for survey control.
 FY3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3057.See file dsdata.txt to determine how the superseded data were derived.
 FY3057
 FY3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7320545949(NAD 83)
 FY3057_MARKER: DS = TRIANGULATION STATION DISK
 FY3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3057_MARK LOGO: CGS   
 FY3057
 FY3057  HISTORY     - Date     Condition        Report By
 FY3057  HISTORY     - 1933     MONUMENTED       CGS
 FY3057  HISTORY     - 1962     GOOD             CGS
 FY3057  HISTORY     - 1965     GOOD             LOCENG
 FY3057  HISTORY     - 1971     GOOD             NGS
 FY3057
 FY3057                          STATION DESCRIPTION
 FY3057
 FY3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY3057'ABOUT 5-1/2 MILES EAST-NORTHEAST OF SEMORA, 7-1/2 MILES EAST
 FY3057'OF MILTON, 11 MILES NORT-NORTHWEST OF ROXBORO, AND ABOUT
 FY3057'100 YARDS NORTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE.
 FY3057'TO REACH FROM SEMORA FOLLOW ALTON ROAD WHICH FOLLOWS THE
 FY3057'SOUTHERN RAILWAY TRACKS ABOUT 6-1/4 MILES OR 0.25 MILE BEYOND
 FY3057'STATE-LINE SIGN ON NORTH SIDE OF ROAD, TO THE STATION SITE.
 FY3057'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FY3057'MARKS IN CONCRETE.  REFERENCE MARKS ARE
 FY3057'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 FY3057'23 FEET NORTH OF CENTER LINE OF DIRT ROAD, 50 FEET NORTH
 FY3057'OF TRIANGULAR BLAZE ON OAK TREE, AND 56.90 FEET FROM
 FY3057'STATION N 2 DEG 14 MIN E.  NO. 2 IS 5 METERS (16
 FY3057'FEET) NORTH OF CENTER LINE OF DIRT ROAD, 29 METERS (95
 FY3057'FEET) NORTH OF SOUTHERN RAILWAY TRACKS, ABOUT 50 METERS
 FY3057'(164 FEET) WEST OF GRADE CROSSING, AND APPROXIMATELY 0.2
 FY3057'MILE FROM STATION N 70 DEG 34 MIN E.  NO
 FY3057'3 IS 27 FEET SOUTH OF CENTER LINE OF DIRT ROAD, ABOUT 80
 FY3057'FEET NORTH OF SOUTHERN RAILWAY TRACKS, AND 70.42 FEET FROM
 FY3057'STATION S 75 DEG 34 MIN W.
 FY3057
 FY3057                          STATION RECOVERY (1962)
 FY3057
 FY3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FY3057'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 FY3057'AND AS PREVIOUSLY DESCRIBED.  IT IS 65 PACES WEST OF THE DRIVEWAY
 FY3057'TO HOUSE ON NORTH SIDE OF THE ROAD AND THE MARK PROJECTS ABOUT
 FY3057'5-INCHES.
 FY3057'
 FY3057'REFERENCE MARK NO. 1 RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FY3057'IT IS 60 PACES WEST OF DRIVEWAY TO HOUSE ON NORTH SIDE OF ROAD,
 FY3057'23 FEET NORTH OF CENTER OF ROAD AND THE MARK PROJECTS ABOUT
 FY3057'2-INCHES.
 FY3057'
 FY3057'REFERENCE MARK NO. 2 RECOVERED, IT IS ABOUT 0.2 MILE EAST
 FY3057'OF STATION, 14 FEET SOUTH OF CENTER OF ROAD AND 52 FEET
 FY3057'WEST-SOUTHWEST OF THE ROAD JUNCTION.  THE MARK NOW PROJECTS
 FY3057'15-INCHES, DUE TO DIRT BEING REMOVED IN THE AREA BY ROAD
 FY3057'CONSTRUCTION.
 FY3057'
 FY3057'REFERENCE MARK NO. 3 RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FY3057'IT IS 27 FEET SOUTH OF CENTER OF ROAD AND PROJECTS ABOUT
 FY3057'4-INCHES.
 FY3057
 FY3057                          STATION RECOVERY (1965)
 FY3057
 FY3057'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 FY3057'RECOVERED BY NCCD DEPT.
 FY3057'
 FY3057'STATION AND R.M. 2 (AZ.MK.) AND R.M. 3 WERE FOUND IN GOOD
 FY3057'CONDITION.  R.M. 1 WAS DESTROYED BY ROAD CONSTRUCTION.
 FY3057
 FY3057                          STATION RECOVERY (1971)
 FY3057
 FY3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FY3057'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 FY3057'MARK NO. 2 (AZIMUTH MARK) WERE FOUND TO BE IN GOOD CONDITION.
 FY3057'REFERENCE MARK NO. 2 HAD APPARENTLY BEEN DESTROYED BY GRADER
 FY3057'OPERATIONS.  THE MARK WAS FOUND LYING ON THE GROUND AND THE DISK
 FY3057'WAS RECLAIMED AT THIS TIME.  THERE ARE NO OTHER STATIONS OR OBJECTS
 FY3057'VISIBLE FROM THE STATION SO A NEW MARK COULD NOT BE ESTABLISHED.
 FY3057'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE DIRT ROAD IS NOW
 FY3057'BLACKTOPPED AND STATION IS 1.0 FOOT WEST OF STEEL WITNESS POST.
 FY3057'
 FY3057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 FY3057'NORTHEAST OF SEMORA, N. C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4421 ***********************************************************************
 GV4421  DESIGNATION -  CUP
 GV4421  PID         -  GV4421
 GV4421  STATE/COUNTY-  VA/GLOUCESTER
 GV4421  USGS QUAD   -  CLAY BANK (1984)
 GV4421
 GV4421                         *CURRENT SURVEY CONTROL
 GV4421  ___________________________________________________________________
 GV4421* NAD 83(1993)-  37 20 50.29751(N)    076 36 43.98358(W)     ADJUSTED  
 GV4421* NAVD 88     -                                                        
 GV4421  ___________________________________________________________________
 GV4421  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV4421  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 GV4421
 GV4421  HORZ ORDER  -  THIRD
 GV4421
 GV4421.The horizontal coordinates were established by classical geodetic methods
 GV4421.and adjusted by the National Geodetic Survey in September 1995..
 GV4421
 GV4421
 GV4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4421
 GV4421.The geoid height was determined by GEOID03.
 GV4421
 GV4421;                    North         East     Units Scale Factor Converg.
 GV4421;SPC VA S     - 1,114,197.459 3,667,247.045   MT  0.99994546   +1 08 44.7
 GV4421;SPC VA S     - 3,655,496.16 12,031,626.35   sFT  0.99994546   +1 08 44.7
 GV4421;UTM  18      - 4,134,620.136   357,201.264   MT  0.99985119   -0 58 41.6
 GV4421
 GV4421                          SUPERSEDED SURVEY CONTROL
 GV4421
 GV4421  NAD 83(1993)-  37 20 50.29791(N)    076 36 43.98886(W) AD(       ) 4
 GV4421  NAD 83(1986)-  37 20 50.30052(N)    076 36 44.00719(W) AD(       ) 4
 GV4421  NAD 27      -  37 20 49.78600(N)    076 36 45.17200(W) AD(       ) 3
 GV4421
 GV4421.Superseded values are not recommended for survey control.
 GV4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4421.See file dsdata.txt to determine how the superseded data were derived.
 GV4421
 GV4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5720134620(NAD 83)
 GV4421_MARKER: 86 = CUPOLA
 GV4421
 GV4421  HISTORY     - Date     Condition        Report By
 GV4421  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4421  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV4421  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4421
 GV4421                          STATION DESCRIPTION
 GV4421
 GV4421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4421'THIS STATION IS THE CUPOLA (OR BELL TOWER) ON THE CENTER OF
 GV4421'THE ROOF OF THE HOUSE AT THE OFFSHORE END OF THE PIER AT
 GV4421'CLAYBANK.
 GV4421'
 GV4421'THE HOUSE IS BADLY IN NEED OF REPAIR AND MAY SOON FALL DOWN.
 GV4421'
 GV4421'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
 GV4421
 GV4421                          STATION RECOVERY (1997)
 GV4421
 GV4421'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4421'MARK NOT FOUND.
 GV4421
 GV4421                          STATION RECOVERY (2002)
 GV4421
 GV4421'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4085 ***********************************************************************
 GV4085  DESIGNATION -  CUP 2 1941
 GV4085  PID         -  GV4085
 GV4085  STATE/COUNTY-  VA/C OF HAMPTON
 GV4085  USGS QUAD   -  HAMPTON (1986)
 GV4085
 GV4085                         *CURRENT SURVEY CONTROL
 GV4085  ___________________________________________________________________
 GV4085* NAD 83(1993)-  37 05 43.79810(N)    076 21 28.92243(W)     ADJUSTED  
 GV4085* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4085  ___________________________________________________________________
 GV4085  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV4085  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 GV4085
 GV4085  HORZ ORDER  -  THIRD
 GV4085
 GV4085.The horizontal coordinates were established by classical geodetic methods
 GV4085.and adjusted by the National Geodetic Survey in September 1995..
 GV4085
 GV4085.The orthometric height was scaled from a topographic map.
 GV4085
 GV4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4085
 GV4085.The geoid height was determined by GEOID03.
 GV4085
 GV4085;                    North         East     Units Scale Factor Converg.
 GV4085;SPC VA S     - 1,086,740.879 3,690,396.662   MT  0.99995661   +1 18 00.0
 GV4085;SPC VA S     - 3,565,415.70 12,107,576.38   sFT  0.99995661   +1 18 00.0
 GV4085;UTM  18      - 4,106,329.258   379,315.652   MT  0.99977942   -0 49 09.1
 GV4085
 GV4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4085!SPC VA S     -   1.00000546  x   0.99995661  =   0.99996207
 GV4085!UTM  18      -   1.00000546  x   0.99977942  =   0.99978488
 GV4085
 GV4085                          SUPERSEDED SURVEY CONTROL
 GV4085
 GV4085  NAD 83(1986)-  37 05 43.80294(N)    076 21 28.95829(W) AD(       ) 3
 GV4085  NAD 27      -  37 05 43.27600(N)    076 21 30.15700(W) AD(       ) 3
 GV4085
 GV4085.Superseded values are not recommended for survey control.
 GV4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4085.See file dsdata.txt to determine how the superseded data were derived.
 GV4085
 GV4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7931606329(NAD 83)
 GV4085
 GV4085  HISTORY     - Date     Condition        Report By
 GV4085  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV4085  HISTORY     - 1943     GOOD             CGS
 GV4085
 GV4085                          STATION DESCRIPTION
 GV4085
 GV4085'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV4085'THIS STATION IS THE BASE OF A MAST WITH A RED LIGHT AT THE TOP
 GV4085'SET ON THE SOUTHWEST CORNER OF A CUPOLA ATOP THE SOUTH END OF
 GV4085'THE LIGHTER THAN AIR HANGAR AT LANGLEY FIELD, U.S. MILITARY
 GV4085'RESERVATION.  THIS STATION WILL IN ALL PROBABILITY BE DESTROYED
 GV4085'WITHIN THE NEXT FEW MONTHS AS IT IS PLANNED TO REPLACE THE
 GV4085'CUPOLA WITH AN AIRWAY BEACON SOON.
 GV4085
 GV4085                          STATION RECOVERY (1943)
 GV4085
 GV4085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4085'RECOVERED AS DESCRIBED IN GOOD CONDITION.  AIRWAY BEACON MENTIONED
 GV4085'HAS NOT BEEN INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6898 ***********************************************************************
 HV6898  DESIGNATION -  CUPOLA 1932
 HV6898  PID         -  HV6898
 HV6898  STATE/COUNTY-  VA/WESTMORELAND
 HV6898  USGS QUAD   -  MACHODOC (1982)
 HV6898
 HV6898                         *CURRENT SURVEY CONTROL
 HV6898  ___________________________________________________________________
 HV6898* NAD 83(1993)-  38 06 32.25713(N)    076 38 19.07773(W)     ADJUSTED  
 HV6898* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV6898  ___________________________________________________________________
 HV6898  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 HV6898  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 HV6898
 HV6898  HORZ ORDER  -  THIRD
 HV6898
 HV6898.The horizontal coordinates were established by classical geodetic methods
 HV6898.and adjusted by the National Geodetic Survey in November 1994..
 HV6898
 HV6898.The orthometric height was scaled from a topographic map.
 HV6898
 HV6898.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6898
 HV6898.The geoid height was determined by GEOID03.
 HV6898
 HV6898;                    North         East     Units Scale Factor Converg.
 HV6898;SPC VA N     - 2,050,748.526 3,663,233.055   MT  0.99998751   +1 09 42.2
 HV6898;SPC VA N     - 6,728,164.12 12,018,457.11   sFT  0.99998751   +1 09 42.2
 HV6898;SPC VA S     - 1,198,669.396 3,663,240.446   MT  1.00002907   +1 07 47.0
 HV6898;SPC VA S     - 3,932,634.51 12,018,481.36   sFT  1.00002907   +1 07 47.0
 HV6898;UTM  18      - 4,219,172.526   356,340.839   MT  0.99985418   -1 00 41.3
 HV6898
 HV6898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6898!SPC VA N     -   1.00000540  x   0.99998751  =   0.99999291
 HV6898!SPC VA S     -   1.00000540  x   1.00002907  =   1.00003447
 HV6898!UTM  18      -   1.00000540  x   0.99985418  =   0.99985958
 HV6898
 HV6898:                Primary Azimuth Mark                     Grid Az
 HV6898:SPC VA N     -  GLORY 1932                               024 47 32.0
 HV6898:SPC VA S     -  GLORY 1932                               024 49 27.2
 HV6898:UTM  18      -  GLORY 1932                               026 57 55.5
 HV6898
 HV6898|---------------------------------------------------------------------|
 HV6898| PID    Reference Object                     Distance      Geod. Az  |
 HV6898|                                                           dddmmss.s |
 HV6898| HV6900 GLORY 1932                          APPROX. 0.5 KM 0255714.2 |
 HV6898| HV6907 LANDING 1932                        382.293 METERS 19904     |
 HV6898| HV6895 CHERRY 1932                         353.961 METERS 27035     |
 HV6898| HV6909 NOGGIN 1932                         APPROX. 0.6 KM 3461150.9 |
 HV6898|---------------------------------------------------------------------|
 HV6898
 HV6898                          SUPERSEDED SURVEY CONTROL
 HV6898
 HV6898  NAD 83(1993)-  38 06 32.25598(N)    076 38 19.08190(W) AD(       ) 3
 HV6898  NAD 83(1986)-  38 06 32.25703(N)    076 38 19.09388(W) AD(       ) 3
 HV6898  NAD 27      -  38 06 31.80600(N)    076 38 20.24200(W) AD(       ) 3
 HV6898
 HV6898.Superseded values are not recommended for survey control.
 HV6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6898.See file dsdata.txt to determine how the superseded data were derived.
 HV6898
 HV6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5634119173(NAD 83)
 HV6898_MARKER: Z = SEE DESCRIPTION
 HV6898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6898+STABILITY: SURFACE MOTION
 HV6898
 HV6898  HISTORY     - Date     Condition        Report By
 HV6898  HISTORY     - 1932     MONUMENTED       VACF
 HV6898  HISTORY     - 1942     GOOD             CGS
 HV6898  HISTORY     - 1957     GOOD             CGS
 HV6898  HISTORY     - 1961     GOOD             CGS
 HV6898  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 HV6898  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV6898
 HV6898                          STATION DESCRIPTION
 HV6898
 HV6898'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6898'STATION IS ON THE END OF WHAT IS KNOWN AS CUPOLA POINT,
 HV6898'SURROUNDED BY A GROWTH OF SALT WATER BUSHES AND MARKED BY A 5-FOOT
 HV6898'SECTION OF 1-INCH GALVANIZED-IRON PIPE SURROUNDED UNDER THE
 HV6898'SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.
 HV6898'
 HV6898'INSTRUMENT ON ITS TRIPOD.
 HV6898
 HV6898                          STATION RECOVERY (1942)
 HV6898
 HV6898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6898'THE STATION IS LOCATED ON THE EASTERN SHORE OF THE LOWER MACHODOC
 HV6898'RIVER ON CUPOLA POINT, NEAR THE END OF THE POINT, 8 METERS NORTH
 HV6898'OF THE MEAN HIGH WATER, 5 METERS EAST OF THE MEAN HIGH WATER LINE,
 HV6898'AND IN A DENSE GROWTH OF SALT WATER BRUSH AND GRASS.
 HV6898'
 HV6898'THE STATION IS A 1 INCH GALVANIZED IRON PIPE, SET IN AN IRREGULAR
 HV6898'CONCRETE MONUMENT.  THE PIPE PROJECTS 8 INCHES ABOVE GROUND AND
 HV6898'IS IN GOOD CONDITION.
 HV6898
 HV6898                          STATION RECOVERY (1957)
 HV6898
 HV6898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6898'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 HV6898'W.D.P. IN 1942 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6898'
 HV6898'THE STATION IS 25.0 FEET SOUTH OF THE MEAN HIGH-WATER LINE AND
 HV6898'24.0 FEET EAST OF THE MEAN HIGH-WATER LINE.  THE PIPE PROJECTS 8
 HV6898'INCHES ABOVE THE GROUND.
 HV6898
 HV6898                          STATION RECOVERY (1961)
 HV6898
 HV6898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6898'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6898'DESCRIPTION WITH ADDITIONS BY W.F.D. IN 1957 IS ADEQUATE AND COMPLETE.
 HV6898
 HV6898                          STATION RECOVERY (1998)
 HV6898
 HV6898'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6898'MARK NOT FOUND.
 HV6898
 HV6898                          STATION RECOVERY (2003)
 HV6898
 HV6898'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3198 ***********************************************************************
 FX3198  DESIGNATION -  CUPOLA WEST END OF HANGAR
 FX3198  PID         -  FX3198
 FX3198  STATE/COUNTY-  VA/C OF NORFOLK
 FX3198  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3198
 FX3198                         *CURRENT SURVEY CONTROL
 FX3198  ___________________________________________________________________
 FX3198* NAD 83(1993)-  36 56 58.86360(N)    076 18 18.99922(W)     ADJUSTED  
 FX3198* NAVD 88     -                                                        
 FX3198  ___________________________________________________________________
 FX3198  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FX3198  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX3198
 FX3198  HORZ ORDER  -  THIRD
 FX3198
 FX3198.The horizontal coordinates were established by classical geodetic methods
 FX3198.and adjusted by the National Geodetic Survey in September 1995..
 FX3198
 FX3198
 FX3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3198
 FX3198.The geoid height was determined by GEOID03.
 FX3198
 FX3198;                    North         East     Units Scale Factor Converg.
 FX3198;SPC VA S     - 1,070,671.269 3,695,461.445   MT  0.99997182   +1 19 55.3
 FX3198;SPC VA S     - 3,512,693.99 12,124,193.09   sFT  0.99997182   +1 19 55.3
 FX3198;UTM  18      - 4,090,086.547   383,782.240   MT  0.99976639   -0 47 04.9
 FX3198
 FX3198                          SUPERSEDED SURVEY CONTROL
 FX3198
 FX3198  NAD 83(1986)-  36 56 58.86930(N)    076 18 19.03540(W) AD(       ) 4
 FX3198  NAD 27      -  36 56 58.36000(N)    076 18 20.24000(W) AD(       ) 3
 FX3198
 FX3198.Superseded values are not recommended for survey control.
 FX3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3198.See file dsdata.txt to determine how the superseded data were derived.
 FX3198
 FX3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8378290087(NAD 83)
 FX3198_MARKER: 86 = CUPOLA
 FX3198
 FX3198  HISTORY     - Date     Condition        Report By
 FX3198  HISTORY     - 1919     FIRST OBSERVED   CGS
 FX3198  HISTORY     - 1929     GOOD             CGS
 FX3198
 FX3198                          STATION DESCRIPTION
 FX3198
 FX3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3198'A SMALL CUPOLA ON THE W END OF THE LARGE HANGAR USED FOR
 FX3198'THE STORAGE OF BALLOONS AT THE NAVAL BASE, SEWALLS POINT.
 FX3198'THE HANGAR AND CUPOLA SHOW WELL FROM HAMPTON ROADS.
 FX3198
 FX3198                          STATION RECOVERY (1929)
 FX3198
 FX3198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RFS)
 FX3198'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5428 ***********************************************************************
 GV5428  DESIGNATION -  CURL
 GV5428  PID         -  GV5428
 GV5428  STATE/COUNTY-  VA/HENRICO
 GV5428  USGS QUAD   -  DUTCH GAP (1994)
 GV5428
 GV5428                         *CURRENT SURVEY CONTROL
 GV5428  ___________________________________________________________________
 GV5428* NAD 83(1993)-  37 22 56.04550(N)    077 18 01.33239(W)     ADJUSTED  
 GV5428* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5428  ___________________________________________________________________
 GV5428  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GV5428  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GV5428
 GV5428  HORZ ORDER  -  THIRD
 GV5428
 GV5428.The horizontal coordinates were established by classical geodetic methods
 GV5428.and adjusted by the National Geodetic Survey in September 1995..
 GV5428
 GV5428.The orthometric height was scaled from a topographic map.
 GV5428
 GV5428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5428
 GV5428.The geoid height was determined by GEOID03.
 GV5428
 GV5428;                    North         East     Units Scale Factor Converg.
 GV5428;SPC VA S     - 1,117,076.664 3,606,235.519   MT  0.99994543   +0 43 41.1
 GV5428;SPC VA S     - 3,664,942.36 11,831,457.70   sFT  0.99994543   +0 43 41.1
 GV5428;UTM  18      - 4,139,759.271   296,336.703   MT  1.00011096   -1 23 49.6
 GV5428
 GV5428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5428!SPC VA S     -   1.00000388  x   0.99994543  =   0.99994931
 GV5428!UTM  18      -   1.00000388  x   1.00011096  =   1.00011484
 GV5428
 GV5428:                Primary Azimuth Mark                     Grid Az
 GV5428:SPC VA S     -  RED BRICK HOUSE GREEN GAB CHIM           022 54 46.1
 GV5428:UTM  18      -  RED BRICK HOUSE GREEN GAB CHIM           025 02 16.8
 GV5428
 GV5428|---------------------------------------------------------------------|
 GV5428| PID    Reference Object                     Distance      Geod. Az  |
 GV5428|                                                           dddmmss.s |
 GV5428| GV5442 RED BRICK HOUSE GREEN GAB CHIM      APPROX. 1.0 KM 0233827.2 |
 GV5428| DC5269 CURL RM 1                            26.309 METERS 02814     |
 GV5428| DC5268 CURL AZ MK                                         0305545.3 |
 GV5428| DC5270 CURL RM 2                            25.514 METERS 21237     |
 GV5428| GV5478 JONES NECK LOWER LIGHT              APPROX. 1.6 KM 2155259.3 |
 GV5428|---------------------------------------------------------------------|
 GV5428
 GV5428                          SUPERSEDED SURVEY CONTROL
 GV5428
 GV5428  NAD 83(1993)-  37 22 56.04600(N)    077 18 01.33227(W) AD(       ) 3
 GV5428  NAD 83(1986)-  37 22 56.05164(N)    077 18 01.34967(W) AD(       ) 3
 GV5428  NAD 27      -  37 22 55.52000(N)    077 18 02.42800(W) AD(       ) 3
 GV5428
 GV5428.Superseded values are not recommended for survey control.
 GV5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5428.See file dsdata.txt to determine how the superseded data were derived.
 GV5428
 GV5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9633739759(NAD 83)
 GV5428_MARKER: DS = TRIANGULATION STATION DISK
 GV5428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5428
 GV5428  HISTORY     - Date     Condition        Report By
 GV5428  HISTORY     - 1943     MONUMENTED       CGS
 GV5428  HISTORY     - 1952     GOOD             AMS
 GV5428  HISTORY     - 19961116 GOOD             USPSQD
 GV5428  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5428  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5428
 GV5428                          STATION DESCRIPTION
 GV5428
 GV5428'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5428'STATION IS ON E BANK OF JAMES RIVER, ON WESTERN SIDE OF CURLES
 GV5428'NECK, ABOUT 0.5 MILE S OF CURLES NECK MANSION, AND ABOUT 0.3
 GV5428'MILE E OF S END OF JONES NECK CUTOFF.  STATION IS APPROXIMATELY
 GV5428'15 FEET E OF 50-FOOT BLUFF, 36 FEET S OF A 36-INCH PROMINENT
 GV5428'4-TRUNK OAK TREE, AND IS 0.1 MILE SSW OF A LONE 30-INCH TREE
 GV5428'(TREE ON E SIDE OF ROAD).
 GV5428'
 GV5428'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GV5428'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A
 GV5428'AND PROJECT ABOUT 5 INCHES ABOVE GROUND.
 GV5428'
 GV5428'REFERENCE MARK NO. 1 IS 15 FEET W OF CENTER LINE OF ROAD AND
 GV5428'21 FEET E OF EDGE OF BLUFF AND 42 FEET NE OF PROMINENT 36-INCH
 GV5428'OAK MENTIONED ABOVE.
 GV5428'
 GV5428'REFERENCE MARK NO. 2 IS 10 FEET E OF TOP OF BLUFF AND 36 FEET
 GV5428'W OF CENTER OF ROAD AND 21 FEET NW OF 2-INCH PINE CENTER N EDGE OF
 GV5428'CLUMP OF PINES.
 GV5428'
 GV5428'AZIMUTH MARK IS 0.3 MILE NE OF STATION, 100 FEET E OF WHITE
 GV5428'FENCE GATE MENTIONED BELOW, ON N EDGE OF ROAD.
 GV5428'
 GV5428'STATION IS ABOUT 16 MILES SE OF RICHMOND.  TO REACH FROM
 GV5428'RICHMOND, VA., LEAVE STATE HIGHWAY BUILDING ON RIGHT AT 12TH
 GV5428'AND BROAD STREETS AND FOLLOW ROUTE 5 FOR 12.0 MILES TO JUNCTION
 GV5428'ON RIGHT OF CURLES NECK FARM ROAD (JUST ACROSS OLD CONCRETE
 GV5428'BRIDGE, ENTRANCE TO FARM ROAD HAS STONE PILLARS ON EACH SIDE
 GV5428'OF ROAD).  FOLLOW CURLES NECK FARM ROAD FOR 2.1 MILES (PAST
 GV5428'LARGE DAIRY FARMS ON LEFT) TO ROAD JUNCTION THAT FORMS A
 GV5428'TRIANGLE, TURN LEFT FOR 0.2 MILE TO ANOTHER JUNCTION BY FARM
 GV5428'BUILDINGS, TURN RIGHT FOR 0.2 MILE THEN TURN RIGHT ON DIRT
 GV5428'ROAD ALONG EDGE OF FIELD.  FOLLOW DIRT ROAD FOR 0.5 MILE TO
 GV5428'RIVERS EDGE (WHITE GATE ON RIGHT) TURN LEFT AND FOLLOW ROAD
 GV5428'ALONG RIVER FOR 0.2 MILE TO OPEN SPACE AT N END OF A
 GV5428'SMALL GROUP OF PINES BETWEEN ROAD AND RIVER.
 GV5428
 GV5428                          STATION RECOVERY (1952)
 GV5428
 GV5428'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5428'FOUND AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  AFTER PASSING
 GV5428'30-INCH TREE EAST OF ROAD, PROCEED TO WHERE BANK OF RIVER CUTS
 GV5428'TO WITHIN 30 FEET OF THE ROAD, HERE ARE THREE LARGE OAK TREES.
 GV5428'STATION LIES 43 FEET SOUTH OF LARGE 4 TRUNKED TREE (CENTER OF
 GV5428'GROUP).  BRASS TABLET IN CONCRETE, PROJECTS 2 INCHES ABOVE
 GV5428'GROUND.
 GV5428
 GV5428                          STATION RECOVERY (1996)
 GV5428
 GV5428'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5428'RECOVERED IN GOOD CONDITION.
 GV5428
 GV5428                          STATION RECOVERY (2000)
 GV5428
 GV5428'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5428'MARK NOT FOUND.
 GV5428
 GV5428                          STATION RECOVERY (2005)
 GV5428
 GV5428'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5429 ***********************************************************************
 GV5429  DESIGNATION -  CURLES NECK ESTATE MILL SE GAB
 GV5429  PID         -  GV5429
 GV5429  STATE/COUNTY-  VA/HENRICO
 GV5429  USGS QUAD   -  DUTCH GAP (1994)
 GV5429
 GV5429                         *CURRENT SURVEY CONTROL
 GV5429  ___________________________________________________________________
 GV5429* NAD 83(1993)-  37 23 25.34614(N)    077 17 34.08267(W)     ADJUSTED  
 GV5429* NAVD 88     -                                                        
 GV5429  ___________________________________________________________________
 GV5429  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GV5429  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GV5429
 GV5429  HORZ ORDER  -  THIRD
 GV5429
 GV5429.The horizontal coordinates were established by classical geodetic methods
 GV5429.and adjusted by the National Geodetic Survey in September 1995..
 GV5429
 GV5429
 GV5429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5429
 GV5429.The geoid height was determined by GEOID03.
 GV5429
 GV5429;                    North         East     Units Scale Factor Converg.
 GV5429;SPC VA S     - 1,117,988.399 3,606,894.252   MT  0.99994548   +0 43 57.6
 GV5429;SPC VA S     - 3,667,933.61 11,833,618.89   sFT  0.99994548   +0 43 57.6
 GV5429;UTM  18      - 4,140,646.095   297,028.909   MT  1.00010749   -1 23 33.9
 GV5429
 GV5429                          SUPERSEDED SURVEY CONTROL
 GV5429
 GV5429  NAD 83(1993)-  37 23 25.34662(N)    077 17 34.08259(W) AD(       ) 4
 GV5429  NAD 83(1986)-  37 23 25.35227(N)    077 17 34.09986(W) AD(       ) 4
 GV5429  NAD 27      -  37 23 24.82300(N)    077 17 35.18200(W) AD(       ) 3
 GV5429
 GV5429.Superseded values are not recommended for survey control.
 GV5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5429.See file dsdata.txt to determine how the superseded data were derived.
 GV5429
 GV5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9702940646(NAD 83)
 GV5429_MARKER: 81 = GABLE
 GV5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5429+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV5429
 GV5429  HISTORY     - Date     Condition        Report By
 GV5429  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5429  HISTORY     - 19961116 GOOD             USPSQD
 GV5429  HISTORY     - 20001208 GOOD             USPSQD
 GV5429  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 GV5429  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 GV5429  HISTORY     - 20050212 GOOD             USPSQD
 GV5429
 GV5429                          STATION DESCRIPTION
 GV5429
 GV5429'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5429'OBJECT OBSERVED WAS THE S GABLE OF THE CUPOLA ATOP A WHITE GRAIN
 GV5429'MILL WITH A GREEN ROOF.  GRAIN MILL IS ON CURLES NECK ESTATE,
 GV5429'ON E SIDE OF JAMES RIVER, 1.3 MILES NE OF EASTERN ENTRANCE TO
 GV5429'JONES NECK CUTOFF.  BUILDING IS AMONG A LARGE GROUP OF BUILDINGS
 GV5429'COMPRISING THE CURLES NECK DAIRIES BUILDINGS.
 GV5429
 GV5429                          STATION RECOVERY (1996)
 GV5429
 GV5429'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5429'RECOVERED IN GOOD CONDITION.
 GV5429
 GV5429                          STATION RECOVERY (2000)
 GV5429
 GV5429'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5429'RECOVERED IN GOOD CONDITION.
 GV5429
 GV5429                          STATION RECOVERY (2003)
 GV5429
 GV5429'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5429'MARK NOT FOUND.
 GV5429
 GV5429                          STATION RECOVERY (2003)
 GV5429
 GV5429'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5429'NOW B105.5 WBQB MICROWAVE TOWER. 1914 MIMOSA ST ROAD 743
 GV5429
 GV5429                          STATION RECOVERY (2005)
 GV5429
 GV5429'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3731 ***********************************************************************
 GV3731  DESIGNATION -  CURROTOMAN VFC 1919
 GV3731  PID         -  GV3731
 GV3731  STATE/COUNTY-  VA/LANCASTER
 GV3731  USGS QUAD   -  IRVINGTON (1992)
 GV3731
 GV3731                         *CURRENT SURVEY CONTROL
 GV3731  ___________________________________________________________________
 GV3731* NAD 83(1993)-  37 39 56.52224(N)    076 28 20.74105(W)     ADJUSTED  
 GV3731* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3731  ___________________________________________________________________
 GV3731  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 GV3731  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 GV3731
 GV3731  HORZ ORDER  -  THIRD
 GV3731
 GV3731.The horizontal coordinates were established by classical geodetic methods
 GV3731.and adjusted by the National Geodetic Survey in November 1994..
 GV3731
 GV3731.The orthometric height was scaled from a topographic map.
 GV3731
 GV3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3731
 GV3731.The geoid height was determined by GEOID03.
 GV3731
 GV3731;                    North         East     Units Scale Factor Converg.
 GV3731;SPC VA S     - 1,149,782.191 3,678,870.909   MT  0.99995891   +1 13 50.1
 GV3731;SPC VA S     - 3,772,243.74 12,069,762.31   sFT  0.99995891   +1 13 50.1
 GV3731;UTM  18      - 4,169,744.635   370,136.458   MT  0.99980772   -0 53 59.5
 GV3731
 GV3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3731!SPC VA S     -   1.00000558  x   0.99995891  =   0.99996449
 GV3731!UTM  18      -   1.00000558  x   0.99980772  =   0.99981330
 GV3731
 GV3731:                Primary Azimuth Mark                     Grid Az
 GV3731:SPC VA S     -  ORCHARD 2 VFC 1919                       136 35 50.5
 GV3731:UTM  18      -  ORCHARD 2 VFC 1919                       138 43 40.1
 GV3731
 GV3731|---------------------------------------------------------------------|
 GV3731| PID    Reference Object                     Distance      Geod. Az  |
 GV3731|                                                           dddmmss.s |
 GV3731| GV3736 ORCHARD 2 VFC 1919                  APPROX. 2.6 KM 1374940.6 |
 GV3731|---------------------------------------------------------------------|
 GV3731
 GV3731                          SUPERSEDED SURVEY CONTROL
 GV3731
 GV3731  NAD 83(1993)-  37 39 56.52130(N)    076 28 20.75898(W) AD(       ) 3
 GV3731  NAD 83(1986)-  37 39 56.52124(N)    076 28 20.75863(W) AD(       ) 3
 GV3731  NAD 27      -  37 39 56.02600(N)    076 28 21.95300(W) AD(       ) 3
 GV3731
 GV3731.Superseded values are not recommended for survey control.
 GV3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3731.See file dsdata.txt to determine how the superseded data were derived.
 GV3731
 GV3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7013669745(NAD 83)
 GV3731_MARKER: I = METAL ROD
 GV3731_SETTING: 0 = UNSPECIFIED SETTING
 GV3731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3731
 GV3731  HISTORY     - Date     Condition        Report By
 GV3731  HISTORY     - 1919     MONUMENTED       VACF
 GV3731  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV3731  HISTORY     - 1949     POOR             VACF
 GV3731  HISTORY     - 1952     SEE DESCRIPTION  VACF
 GV3731  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GV3731  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GV3731  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 GV3731  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3731
 GV3731                          STATION DESCRIPTION
 GV3731
 GV3731'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV3731'ON A LOW SANDY POINT, FORMED BY RAPPAHANNOCK AND CURROTOMAN
 GV3731'RIVERS, A FEW YARDS NORTHEAST OF HIGH WATER MARK (1921),
 GV3731'AND NEARLY ON LINE WITH A BLUFF SOUTHEAST.
 GV3731'
 GV3731'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE,
 GV3731'SURROUNDED BY BLOCK OF CONCRETE JUST BELOW SURFACE OF GROUND.
 GV3731
 GV3731                          STATION RECOVERY (1944)
 GV3731
 GV3731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV3731'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE
 GV3731'DESCRIBED POINT IS WASHING AWAY.  THE SAND ALONG THE FOOT
 GV3731'OF THE BLUFF WAS PROBED WITH THE AID OF AN IRON BAR, BUT
 GV3731'THE STATION WAS NOT FOUND.  IT IS RECOMMENDED THAT IT BE
 GV3731'CONSIDERED LOST.
 GV3731
 GV3731                          STATION RECOVERY (1949)
 GV3731
 GV3731'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1949
 GV3731'LETTER FROM MR. G.H. BADGER, JR., ENGINEER, VIRGINIA COMMISSION
 GV3731'OF FISHERIES, NEWPORT NEWS, VIRGINIA, DATED MARCH 20, 1950--
 GV3731'
 GV3731'STATION FOUND IN APPROXIMATELY 2 FEET OF WATER AT HIGH TIDE,
 GV3731'IN BAD CONDITION.
 GV3731
 GV3731                          STATION RECOVERY (1952)
 GV3731
 GV3731'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1952 (JKS)
 GV3731'LETTER OF MR. J.K. SINCLAIR, ASST. ENGR., COMM. OF FISHERIES
 GV3731'OF VA., GLOUCESTER, VA., DATED AUGUST 28, 1952--
 GV3731'
 GV3731'STATION, WHICH WAS LAST REPORTED AS IN BAD CONDITION, IS
 GV3731'NOW GONE.  IT WAS FOUND LYING ON THE SHORE.
 GV3731
 GV3731                          STATION RECOVERY (1952)
 GV3731
 GV3731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3731'STATION IS LOST.  THE LENGTH OF PIPE AND CONCRETE BASE WERE
 GV3731'FOUND LEANING AGAINST THE BLUFF SEVERAL YARDS FROM THE DESCRIBED
 GV3731'POSITION.
 GV3731
 GV3731                          STATION RECOVERY (1954)
 GV3731
 GV3731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KSU)
 GV3731'THE STATION WAS FOUND WASHED OUT AND LYING ON ITS SIDE ON
 GV3731'THE BEACH.  IT IS RECOMMENDED THAT THE STATION BE CONSIDERED
 GV3731'DESTROYED.
 GV3731
 GV3731                          STATION RECOVERY (1998)
 GV3731
 GV3731'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3731'MARK NOT FOUND.
 GV3731
 GV3731                          STATION RECOVERY (2002)
 GV3731
 GV3731'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0205 ***********************************************************************
 GV0205  DESIGNATION -  CURRY
 GV0205  PID         -  GV0205
 GV0205  STATE/COUNTY-  VA/C OF HAMPTON
 GV0205  USGS QUAD   -  HAMPTON (1986)
 GV0205
 GV0205                         *CURRENT SURVEY CONTROL
 GV0205  ___________________________________________________________________
 GV0205* NAD 83(1993)-  37 00 50.19919(N)    076 19 28.60434(W)     ADJUSTED  
 GV0205* NAVD 88     -         2.583  (meters)       8.47   (feet)  ADJUSTED  
 GV0205  ___________________________________________________________________
 GV0205  X           -   1,205,517.670 (meters)                     COMP
 GV0205  Y           -  -4,954,480.612 (meters)                     COMP
 GV0205  Z           -   3,818,608.321 (meters)                     COMP
 GV0205  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 GV0205  ELLIP HEIGHT-         -34.24  (meters)          (06/04/02) GPS OBS
 GV0205  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 GV0205  DYNAMIC HT  -           2.581 (meters)       8.47  (feet)  COMP
 GV0205  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GV0205
 GV0205  HORZ ORDER  -  FIRST
 GV0205  VERT ORDER  -  FIRST     CLASS I
 GV0205  ELLP ORDER  -  FOURTH    CLASS II
 GV0205
 GV0205.The horizontal coordinates were established by classical geodetic methods
 GV0205.and adjusted by the National Geodetic Survey in September 1995..
 GV0205
 GV0205.The orthometric height was determined by differential leveling
 GV0205.and adjusted by the National Geodetic Survey in June 1991..
 GV0205
 GV0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV0205
 GV0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0205
 GV0205.The ellipsoidal height was determined by GPS observations
 GV0205.and is referenced to NAD 83.
 GV0205
 GV0205.The geoid height was determined by GEOID03.
 GV0205
 GV0205.The dynamic height is computed by dividing the NAVD 88
 GV0205.geopotential number by the normal gravity value computed on the
 GV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0205.degrees latitude (g = 980.6199 gals.).
 GV0205
 GV0205.The modeled gravity was interpolated from observed gravity values.
 GV0205
 GV0205;                    North         East     Units Scale Factor Converg.
 GV0205;SPC VA S     - 1,077,760.680 3,693,575.490   MT  0.99996433   +1 19 13.1
 GV0205;SPC VA S     - 3,535,953.16 12,118,005.59   sFT  0.99996433   +1 19 13.1
 GV0205;UTM  18      - 4,097,239.369   382,159.815   MT  0.99977107   -0 47 51.1
 GV0205
 GV0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0205!SPC VA S     -   1.00000537  x   0.99996433  =   0.99996970
 GV0205!UTM  18      -   1.00000537  x   0.99977107  =   0.99977644
 GV0205
 GV0205:                Primary Azimuth Mark                     Grid Az
 GV0205:SPC VA S     -  HAMPTON RAD STA WVEC MAST                027 35 31.7
 GV0205:UTM  18      -  HAMPTON RAD STA WVEC MAST                029 42 35.9
 GV0205
 GV0205|---------------------------------------------------------------------|
 GV0205| PID    Reference Object                     Distance      Geod. Az  |
 GV0205|                                                           dddmmss.s |
 GV0205| GV3986 HAMPTON RAD STA WVEC MAST           APPROX. 3.1 KM 0285444.8 |
 GV0205| GV0204 CURRY RM 3                           28.449 METERS 03255     |
 GV0205| AJ3158 CURRY RM 1                           32.169 METERS 16515     |
 GV0205| AJ3159 CURRY RM 2                           28.590 METERS 25744     |
 GV0205| GV0203 CURRY RM 4                           24.529 METERS 28756     |
 GV0205| GV0202 CURRY AZ MK                                        2961625.5 |
 GV0205| GV3985 HAMPTON RAD STA KIL 713 MAST        APPROX. 3.5 KM 3085615.7 |
 GV0205| GV3982 HAMPTON BELL TELEPHONE CO MAST      APPROX. 2.1 KM 3114818.7 |
 GV0205| GV4088 HAMPTON MUNICIPAL TANK              467.387 METERS 3452314.7 |
 GV0205|---------------------------------------------------------------------|
 GV0205
 GV0205                          SUPERSEDED SURVEY CONTROL
 GV0205
 GV0205  ELLIP H (09/08/95)  -34.02   (m)                       GP(       ) 4 2
 GV0205  NAD 83(1993)-  37 00 50.20186(N)    076 19 28.61961(W) AD(       ) 1
 GV0205  NAD 83(1986)-  37 00 50.20520(N)    076 19 28.64027(W) AD(       ) 1
 GV0205  NAD 27      -  37 00 49.68060(N)    076 19 29.85420(W) AD(       ) 1
 GV0205  NGVD 29 (??/??/??)    2.834  (m)            9.30   (f) ADJUSTED    1 1
 GV0205
 GV0205.Superseded values are not recommended for survey control.
 GV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0205.See file dsdata.txt to determine how the superseded data were derived.
 GV0205
 GV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8216097239(NAD 83)
 GV0205_MARKER: DS = TRIANGULATION STATION DISK
 GV0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0205_SP_SET: SQUARE CONCRETE MONUMENT
 GV0205_STAMPING: CURRY 1953
 GV0205_MARK LOGO: CGS   
 GV0205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GV0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0205+STABILITY: SURFACE MOTION
 GV0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0205+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 GV0205
 GV0205  HISTORY     - Date     Condition        Report By
 GV0205  HISTORY     - 1953     MONUMENTED       CGS
 GV0205  HISTORY     - 1958     GOOD             CGS
 GV0205  HISTORY     - 1970     GOOD             NGS
 GV0205  HISTORY     - 1971     GOOD             NGS
 GV0205  HISTORY     - 1971     GOOD             NGS
 GV0205  HISTORY     - 1978     GOOD             DMA
 GV0205  HISTORY     - 1981     GOOD             NGS
 GV0205  HISTORY     - 19900820 GOOD             NOS
 GV0205  HISTORY     - 19910417 GOOD             NOS
 GV0205  HISTORY     - 20010906 MARK NOT FOUND   GEOMET
 GV0205
 GV0205                          STATION DESCRIPTION
 GV0205
 GV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 GV0205'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE SMALL
 GV0205'TOWN OF PHOEBUS, AT THE NORTHWEST CORNER OF CURRY STREET
 GV0205'WEST AND NATIONAL AVENUE.  IT IS 66 FEET NORTHWEST OF CURRY
 GV0205'STREET AND 44 FEET SOUTHEAST OF NATIONAL AVENUE.  THE MARK
 GV0205'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 GV0205'STAMPED CURRY 1953.
 GV0205'
 GV0205'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE INTERSECTION
 GV0205'OF CURRY STREET AND NATIONAL AVENUE, 25 FEET EAST OF A DRIVEWAY
 GV0205'AND 5 FEET NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES
 GV0205'AND THE DISK IS STAMPED CURRY NO 1 1953.
 GV0205'
 GV0205'REFERENCE MARK NO. 2 IS 26 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 GV0205'OF NATIONAL AVENUE, 8 FEET EAST OF A FENCELINE, 6 FEET
 GV0205'NORTH-NORTHWEST OF A POWERPOLE AND 1 FOOT EAST OF A WHITE
 GV0205'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 GV0205'STAMPED CURRY NO 2 1953.
 GV0205'
 GV0205'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 GV0205
 GV0205                          STATION RECOVERY (1958)
 GV0205
 GV0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV0205'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1953 BY D.A.
 GV0205'JONES.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO HAVE
 GV0205'BEEN DESTROYED IN THE CONSTRUCTION OF THE HAMPTON ROAD BRIDGE
 GV0205'TUNNEL.  THEREFORE A NEW REFERENCE MARK NO. 3 AND 4 WAS
 GV0205'ESTABLISHED.  DUE TO A CHANGE IN ROAD NUMBERS AND NEW LAND
 GV0205'MARKS A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 GV0205'ABOUT 0.1 MILE NORTH OF THE NORTH END OF THE HAMPTON ROAD
 GV0205'BRIDGE TUNNEL AND AT THE SOUTH EAST CORNER OF NATIONAL
 GV0205'AVE AND S. CURRY STREET IN PHOEBUS.  IT IS 67 FEET WEST
 GV0205'NORTHWEST OF THE CENTER LINE OF S. CURRY STREET, 41 FEET
 GV0205'NORTHEAST OF THE CENTER LINE OF NATIONAL AVE. AND 32 FEET
 GV0205'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE HAMPTON ROAD
 GV0205'BRIDGE TUNNEL VIRGINIA DEPT. OF HIGHWAYS BUILDING.  THE
 GV0205'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV0205'CURRY 1953.  NOTE.  1A 7A
 GV0205'
 GV0205'REFERENCE MARK NO. 3 IS 90 FEET NORTHWEST OF THE CENTER
 GV0205'LINE OF CURRY STREET, 16 FEET NORTHWEST OF A LARGE POPLAR
 GV0205'TREE, 13 FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE,
 GV0205'6 FEET NORTHEAST OF THE NORTHEAST CORNER OF VIRGINIA DEPT.
 GV0205'OF HIGHWAY BUILDING AND IS ABOUT THE SAME ELEVATION AS THE
 GV0205'STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 GV0205'DISK IS STAMPED CURRY 1953.  NOTE.  11A
 GV0205'
 GV0205'REFERENCE MARK NO. 4 IS 34 FEET WEST SOUTHWEST OF THE SOUTHWEST
 GV0205'CORNER OF THE VIRGINIA DEPT. OF HIGHWAY BUILDING, 21 FEET
 GV0205'NORTHEAST OF THE CENTER LINE OF NATIONAL AVE., 14 FEET WEST
 GV0205'OF A HIGH-LINE POLE NO. D 22, 2 FEET EAST OF THE EAST END
 GV0205'OF SIDEWALK, 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GV0205'TWO STORY WHITE HOUSE AND THE MARK IS ABOUT THE SAME ELEVATION
 GV0205'AS THE STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND
 GV0205'AND THE DISK IS STAMPED CURRY NO 4 1958.  NOTE.  11A
 GV0205'
 GV0205'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE SOUTH END OF THE
 GV0205'WEST WALL OF THE OVER-PASS OF U.S. HIGHWAY 60 AND STATE
 GV0205'HIGHWAY 168 AND THE ENTRANCE TO THE VETERANS HOSPITAL.  THE
 GV0205'DISK IS SET FLUSH WITH THE ABUTMENT AND IS STAMPED CURRY
 GV0205'1953 1958.
 GV0205'
 GV0205'TO REACH THE STATION FROM THE NORTH END OF HAMPTON ROADS
 GV0205'BRIDGE TUNNEL, GO NORTH ON U.S. HIGHWAY 60 AND STATE
 GV0205'HIGHWAY 168 FOR ABOUT 0.1 MILE TO STATION ON RIGHT.  CONTINUE
 GV0205'STRAIGHT AHEAD FOR 0.2 MILE TO AZIMUTH MARK ON LEFT IN OVER-PASS.
 GV0205'
 GV0205'1958 OBSERVATION TAKEN FROM A 90 FT. TOWER.
 GV0205
 GV0205                          STATION RECOVERY (1970)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GV0205'STATION WAS RECOVERED AS DESCRIBED BY J.C.C. IN 1958 AND
 GV0205'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A CONSULTING
 GV0205'ENGINEERING FIRM REPORTED TO THE STATE HIGHWAY DEPARTMENT
 GV0205'THAT STATION APPEARED TO HAVE BEEN DISTURBED SO AN INVESTIGATION
 GV0205'WAS MADE.  THERE WAS NO VISIBLE SIGN OF ANY MOVEMENT.  A
 GV0205'SMALL DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 GV0205'NO. 3 BUT THE DISTANCE TO REFERENCE MARK NO. 4 WAS FOUND TO
 GV0205'BE CORRECT.  THE 1958 DESCRIPTION IS ADEQUATE.
 GV0205'
 GV0205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMPTON
 GV0205
 GV0205                          STATION RECOVERY (1971)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0205'THE STATION, RM 3 AND 4 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 GV0205'IN GOOD CONDITION.
 GV0205'
 GV0205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMPTON.
 GV0205
 GV0205                          STATION RECOVERY (1971)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0205'AT HAMPTON.
 GV0205'AT HAMPTON, ABOUT 0.3 MILE SOUTHWEST ALONG HOPE STREET FROM THE
 GV0205'POST OFFICE AT PHEOBUS (A SUB-DIVISION OF HAMPTON), THENCE 0.05
 GV0205'MILE SOUTHEAST ALONG NATIONAL AVENUE, 0.1 MILE NORTHWEST OF THE
 GV0205'TOLLGATE TO HAMPTON ROADS BRIDGE TUNNEL, 64.6 FEET NORTHWEST OF
 GV0205'THE CENTER LINE OF SOUTH CURRY STREET, 41.8 FEET NORTHEAST OF THE
 GV0205'CENTER LINE OF NATIONAL AVENUE, 93.3 FEET SOUTHWEST OF CURRY RM 3,
 GV0205'80.5 FEET SOUTHEAST OF CURRY RM 4, 3 FEET ABOVE THE LEVEL OF THE
 GV0205'AVENUE AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 GV0205'LEVEL OF THE GROUND.
 GV0205
 GV0205                          STATION RECOVERY (1978)
 GV0205
 GV0205'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0205'RECOVERED IN GOOD CONDITION.
 GV0205
 GV0205                          STATION RECOVERY (1981)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GV0205'THE STATION MARK, REFERENCE MARKS THREE AND FOUR AND THE AZIMUTH MARK
 GV0205'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 IS OBSTRUCTED BY
 GV0205'VIRGINIA DEPT. OF TRANSPORTATION BUILDING NUMBER 119.  REFERENCE MARK
 GV0205'4 WILL BE DESTROYED IN THE NEAR FUTURE BY ROAD
 GV0205'IMPROVEMENTS.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT THIS TIME.
 GV0205'
 GV0205'A NEW DESCRIPTION FOLLOWS.
 GV0205'
 GV0205'STATION IS ABOUT 0.1 MILE NORTHWEST OF THE HAMPTON BRIDGE TUNNEL,
 GV0205'IN THE SOUTHEAST PART OF PHOEBUS, IN THE NORTHEAST ANGLE OF THE
 GV0205'INTERSECTION OF NATIONAL AVENUE AND CURRY STREET.  THE AZIMUTH MARK
 GV0205'IS ABOUT 0.2 MILE NORTHWEST OF THE STATION IN THE SOUTH END OF AN
 GV0205'OVERPASS ALONG THE WEST SIDE OF THE SOUTH BOUND LANE OF U.S. I 64.
 GV0205'
 GV0205'STATION MARK IS A STANDARD DISK STAMPED---CURRY 1953---SET IN THE
 GV0205'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 2 INCHES.  THE
 GV0205'UNDERGROUND STATION WAS NOT INSPECTED.  THEY ARE 15.2 FEET
 GV0205'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING 119, 43 FEET
 GV0205'NORTHEAST OF THE CENTER OF NATIONAL AVE., 63 FEET NORTHWEST OF THE
 GV0205'CENTER OF CURRY ST. AND ABOUT 150 NORTHEAST OF THE NORTH-BOUND LANE
 GV0205'OF I-64.
 GV0205'
 GV0205'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CURRY NO 3 1953---
 GV0205'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GV0205'THE GROUND.  IT IS 12.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 GV0205'HOUSE NUMBER 406 CURRY ST, A 2-STORY HOUSE, 36.4 FEET NORTHEAST OF
 GV0205'THE SOUTHEAST CORNER OF BUILDING 119, 40.6 FEET SOUTHEAST OF THE
 GV0205'NORTHEAST CORNER OF THE BUILDING AND 93 FEET NORTHWEST OF THE CENTER
 GV0205'OF CURRY STREET.
 GV0205'
 GV0205'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CURRY NO 4 1953---
 GV0205'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GV0205'THE GROUND.  IT IS BETWEEN THE SIDEWALK AND THE CURB, 20.4 FEET
 GV0205'NORTHEAST OF THE CENTER OF NATIONAL AVE. AND 51 FEET NORTHWEST OF
 GV0205'THE NORTHWEST CORNER OF BUILDING 119.
 GV0205'
 GV0205'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CURRY 1953 NO 5 1981---
 GV0205'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12-INCHES IN
 GV0205'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 3.2 FEET SOUTHEAST OF THE
 GV0205'SOUTHEAST CORNER OF BUILDING 119, 54.6 FEET WEST OF THE SOUTHWEST
 GV0205'CORNER OF THE 2-STORY HOUSE AND 72 FEET NORTHWEST OF THE CENTER OF
 GV0205'CURRY STREET.
 GV0205'
 GV0205'REFERENCE MARK 6 IS A STANDARD DISK STAMPED---CURRY 1953 NO 6 1981---
 GV0205'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12-INCHES IN
 GV0205'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 2.6 FEET SOUTHWEST OF
 GV0205'THE NORTHWEST CORNER OF BUILDING 119, 64 FEET NORTHEAST OF THE CENTER
 GV0205'OF NATIONAL AVE. AND 120 FEET NORTH-NORTHWEST OF THE CENTER OF
 GV0205'CURRY STREET.
 GV0205'
 GV0205'AZIMUTH MARK IS A STANDARD DISK STAMPED---CURRY 1953 1958---
 GV0205'CEMENTED IN A DRILL HOLE IN THE SOUTH END AND WEST WING WALL OF OVER
 GV0205'PASS AT THE EXIT TO THE VETERANS HOSPITAL.
 GV0205
 GV0205                          STATION RECOVERY (1990)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 GV0205'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE NORTH END OF THE
 GV0205'HAMPTON ROADS BRIDGE-TUNNEL AND AT THE SE CORNER OF NATIONAL AVENUE
 GV0205'AND SOUTH CURRY STREET IN PHOEBUS, VA.
 GV0205'TO REACH THE STATION FROM THE NORTH END OF THE HAMPTON ROADS
 GV0205'BRIDGE-TUNNEL, GO NORTH ON U.S. HWY 64 FOR 0.1 MILE TO STATION ON THE
 GV0205'RIGHT.
 GV0205'THE STATION IS A STANDARD DISK SET IN CONCRETE AND STAMPED---CURRY
 GV0205'1953---.  IT IS 20.42 M (67.0 FT) WNW OF THE CENTERLINE OF SOUTH CURRY
 GV0205'STREET, 12.5 M (41.0 FT) NE OF THE CENTERLINE OF NATIONAL AVENUE, AND
 GV0205'9.72 M (31.9 FT) ESE OF THE SE CORNER OF THE HAMPTON ROADS
 GV0205'BRIDGE-TUNNEL VIRGINIA DEPARTMENT OF HIGHWAYS BUILDING.
 GV0205
 GV0205                          STATION RECOVERY (1991)
 GV0205
 GV0205'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 GV0205'THE STATION OS LOCATED APPROXIMATELY 0.1 MI (0.16 KM) NORTH OF
 GV0205'THE NORTH END OF THE HAMPTON ROADS BRIDGE TUNNEL AT THE SE CORNER OF
 GV0205'NATIONAL AVE. AND SOUTH CURRY ST. IN PHOEBUS IN FRONT OF THE VIRGINIA
 GV0205'DEPARTMENT OF HIGHWAYS BUILDING.
 GV0205'$
 GV0205'TO REACH THE STATION FROM THE NORTH END OF THE HAMPTON ROADS
 GV0205'BRIDGE TUNNEL PROCEED NW ON INTERSTATE 64 FOR APPROX. 0.2 MI
 GV0205'(0.32 KM) TO THE FIRST EXIT TO THE RIGHT (MALLORY STREET EXIT).
 GV0205'PROCEED SE THROUGH THE STOPLIGHT FOR APPROX. 0.15 MI (0.24 KM) TO
 GV0205'CURRY STREET.  TURN RIGHT AND PROCEED SW TO THE DEPARTMENT OF
 GV0205'HIGHWAYS BUILDING AND THE STATION AT THE SW CORNER OF THE BUILDING.
 GV0205'$
 GV0205'THE STATION IS A STANDARD NGS BRONZE DISK STAMPED---CURRY
 GV0205'1953---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT.  IT IS LOCATED
 GV0205'67 FT (20.42 M) NW OF THE CENTERLINE OF SOUTH CURRY STREET, 41 FT
 GV0205'(12.50 M) NE OF THE CENTERLINE OF NATIONAL AVE., 32 FT (9.75 M) SW OF
 GV0205'THE SW CORNER OF THE DEPARTMENT OF HIGHWAYS BUILDING, AND 1 FT
 GV0205'(0.30 M) NE OF A CHAIN LINK FENCE. THE MARK IS APPROX. 4 INCHES BELOW
 GV0205'THE SURFACE OF THE GROUND.
 GV0205'$
 GV0205'DESCRIBED BY R.P. BUTLER.
 GV0205
 GV0205                          STATION RECOVERY (2001)
 GV0205
 GV0205'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 GV0205'BELIEVED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0202 ***********************************************************************
 GV0202  DESIGNATION -  CURRY AZ MK
 GV0202  PID         -  GV0202
 GV0202  STATE/COUNTY-  VA/C OF HAMPTON
 GV0202  USGS QUAD   -  HAMPTON (1986)
 GV0202
 GV0202                         *CURRENT SURVEY CONTROL
 GV0202  ___________________________________________________________________
 GV0202* NAD 83(1986)-  37 00 55.     (N)    076 19 38.     (W)     SCALED    
 GV0202* NAVD 88     -         5.154  (meters)      16.91   (feet)  ADJUSTED  
 GV0202  ___________________________________________________________________
 GV0202  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 GV0202  DYNAMIC HT  -           5.150 (meters)      16.90  (feet)  COMP
 GV0202  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 GV0202
 GV0202  VERT ORDER  -  FIRST     CLASS I
 GV0202
 GV0202.The horizontal coordinates were scaled from a topographic map and have
 GV0202.an estimated accuracy of +/- 6 seconds.
 GV0202
 GV0202.The orthometric height was determined by differential leveling
 GV0202.and adjusted by the National Geodetic Survey in June 1991..
 GV0202
 GV0202.The geoid height was determined by GEOID03.
 GV0202
 GV0202.The dynamic height is computed by dividing the NAVD 88
 GV0202.geopotential number by the normal gravity value computed on the
 GV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0202.degrees latitude (g = 980.6199 gals.).
 GV0202
 GV0202.The modeled gravity was interpolated from observed gravity values.
 GV0202
 GV0202;                    North         East    Units  Estimated Accuracy
 GV0202;SPC VA S     - 1,077,900.    3,693,340.      MT  (+/- 180 meters Scaled)
 GV0202
 GV0202                          SUPERSEDED SURVEY CONTROL
 GV0202
 GV0202  NGVD 29 (??/??/??)    5.404  (m)           17.73   (f) ADJUSTED    1 1
 GV0202
 GV0202.Superseded values are not recommended for survey control.
 GV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0202.See file dsdata.txt to determine how the superseded data were derived.
 GV0202
 GV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF819973(NAD 83)
 GV0202_MARKER: DZ = AZIMUTH MARK DISK
 GV0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0202_SP_SET: CURB
 GV0202_STAMPING: CURRY 1953 1958
 GV0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0202
 GV0202  HISTORY     - Date     Condition        Report By
 GV0202  HISTORY     - 1958     MONUMENTED       CGS
 GV0202  HISTORY     - 1971     GOOD             NGS
 GV0202  HISTORY     - 1978     GOOD             DMA
 GV0202
 GV0202                          STATION DESCRIPTION
 GV0202
 GV0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0202'AT HAMPTON.
 GV0202'AT HAMPTON, ABOUT 0.3 MILE SOUTHWEST ALONG SOUTH HOPE STREET FROM
 GV0202'THE POST OFFICE AT PHOEBUS (A SUB-DIVISION OF HAMPTON), THENCE
 GV0202'0.05 MILE NORTHWEST ALONG INTERSTATE HIGHWAY 64, ABOUT 0.25 MILE
 GV0202'NORTHWEST OF THE TOLLGATE TO HAMPTON ROADS BRIDGE TUNNEL, 22.6
 GV0202'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF I 64,
 GV0202'SET IN THE TOP OF A ROUNDED CURB AT THE SOUTHEAST END OF A CONCRETE
 GV0202'BANNISTER DIVIDING A RAMP FROM I 64, 12 FEET NORTHEAST OF THE
 GV0202'CENTER LINE OF A RAMP, 0.8 FOOT SOUTHEAST OF THE SOUTHEAST END OF
 GV0202'THE BANNISTER AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GV0202
 GV0202                          STATION RECOVERY (1978)
 GV0202
 GV0202'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0204 ***********************************************************************
 GV0204  DESIGNATION -  CURRY RM 3
 GV0204  PID         -  GV0204
 GV0204  STATE/COUNTY-  VA/C OF HAMPTON
 GV0204  USGS QUAD   -  HAMPTON (1986)
 GV0204
 GV0204                         *CURRENT SURVEY CONTROL
 GV0204  ___________________________________________________________________
 GV0204* NAD 83(1986)-  37 00 50.     (N)    076 19 28.     (W)     SCALED    
 GV0204* NAVD 88     -         2.982  (meters)       9.78   (feet)  ADJUSTED  
 GV0204  ___________________________________________________________________
 GV0204  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 GV0204  DYNAMIC HT  -           2.979 (meters)       9.77  (feet)  COMP
 GV0204  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GV0204
 GV0204  VERT ORDER  -  FIRST     CLASS I
 GV0204
 GV0204.The horizontal coordinates were scaled from a topographic map and have
 GV0204.an estimated accuracy of +/- 6 seconds.
 GV0204
 GV0204.The orthometric height was determined by differential leveling
 GV0204.and adjusted by the National Geodetic Survey in June 1991..
 GV0204
 GV0204.The geoid height was determined by GEOID03.
 GV0204
 GV0204.The dynamic height is computed by dividing the NAVD 88
 GV0204.geopotential number by the normal gravity value computed on the
 GV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0204.degrees latitude (g = 980.6199 gals.).
 GV0204
 GV0204.The modeled gravity was interpolated from observed gravity values.
 GV0204
 GV0204;                    North         East    Units  Estimated Accuracy
 GV0204;SPC VA S     - 1,077,760.    3,693,590.      MT  (+/- 180 meters Scaled)
 GV0204
 GV0204                          SUPERSEDED SURVEY CONTROL
 GV0204
 GV0204  NGVD 29 (??/??/??)    3.232  (m)           10.60   (f) ADJUSTED    1 1
 GV0204
 GV0204.Superseded values are not recommended for survey control.
 GV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0204.See file dsdata.txt to determine how the superseded data were derived.
 GV0204
 GV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF821972(NAD 83)
 GV0204_MARKER: DR = REFERENCE MARK DISK
 GV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0204_STAMPING: CURRY NO 3 1953
 GV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0204+STABILITY: SURFACE MOTION
 GV0204
 GV0204  HISTORY     - Date     Condition        Report By
 GV0204  HISTORY     - 1958     MONUMENTED       CGS
 GV0204  HISTORY     - 1971     GOOD             NGS
 GV0204  HISTORY     - 1978     GOOD             DMA
 GV0204  HISTORY     - 20051103 MARK NOT FOUND   GEOCAC
 GV0204
 GV0204                          STATION DESCRIPTION
 GV0204
 GV0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0204'0.4 MI SW FROM HAMPTON.
 GV0204'ABOUT 0.3 MILE SOUTHWEST ALONG HOPE STREET FROM THE POST OFFICE
 GV0204'AT PHOEBUS (A SUB-DIVISION OF HAMPTON), THENCE 0.05 MILE SOUTHEAST
 GV0204'ALONG NATIONAL AVENUE, 0.1 MILE NORTHWEST OF THE TOLLGATE FOR THE
 GV0204'HAMPTON ROADS BRIDGE TUNNEL, 118 1/2 FEET NORTHEAST OF THE NORTHEAST
 GV0204'CONCRETE CURB OF NATIONAL AVENUE, 94 FEET NORTHWEST OF THE CENTER
 GV0204'LINE OF SOUTH CURRY STREET, 93.3 FEET NORTHEAST OF THE STATION
 GV0204'MARK DESCRIBED, 12.5 FEET SOUTHWEST OF THE WEST CORNER OF A HOUSE
 GV0204'AT NUMBER 406, 3 FEET ABOVE THE LEVEL OF THE STREET AND SET IN THE
 GV0204'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV0204
 GV0204                          STATION RECOVERY (1978)
 GV0204
 GV0204'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0204'RECOVERED IN GOOD CONDITION.
 GV0204
 GV0204                          STATION RECOVERY (2005)
 GV0204
 GV0204'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0203 ***********************************************************************
 GV0203  DESIGNATION -  CURRY RM 4
 GV0203  PID         -  GV0203
 GV0203  STATE/COUNTY-  VA/C OF HAMPTON
 GV0203  USGS QUAD   -  HAMPTON (1986)
 GV0203
 GV0203                         *CURRENT SURVEY CONTROL
 GV0203  ___________________________________________________________________
 GV0203* NAD 83(1986)-  37 00 50.     (N)    076 19 28.     (W)     SCALED    
 GV0203* NAVD 88     -         3.149  (meters)      10.33   (feet)  ADJUSTED  
 GV0203  ___________________________________________________________________
 GV0203  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 GV0203  DYNAMIC HT  -           3.147 (meters)      10.32  (feet)  COMP
 GV0203  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 GV0203  OBS GRAVITY -     979,875.3   (mgal)                       GRAV_OBS
 GV0203
 GV0203  VERT ORDER  -  FIRST     CLASS I
 GV0203
 GV0203.The horizontal coordinates were scaled from a topographic map and have
 GV0203.an estimated accuracy of +/- 6 seconds.
 GV0203
 GV0203.The orthometric height was determined by differential leveling
 GV0203.and adjusted by the National Geodetic Survey in June 1991..
 GV0203
 GV0203.The geoid height was determined by GEOID03.
 GV0203
 GV0203.The dynamic height is computed by dividing the NAVD 88
 GV0203.geopotential number by the normal gravity value computed on the
 GV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0203.degrees latitude (g = 980.6199 gals.).
 GV0203
 GV0203.The modeled gravity was interpolated from observed gravity values.
 GV0203.The observed gravity was obtained from relative gravimeter ties
 GV0203.to the IGSN71 gravity network.
 GV0203
 GV0203;                    North         East    Units  Estimated Accuracy
 GV0203;SPC VA S     - 1,077,760.    3,693,590.      MT  (+/- 180 meters Scaled)
 GV0203
 GV0203                          SUPERSEDED SURVEY CONTROL
 GV0203
 GV0203  NGVD 29 (??/??/??)    3.399  (m)           11.15   (f) ADJUSTED    1 1
 GV0203
 GV0203.Superseded values are not recommended for survey control.
 GV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0203.See file dsdata.txt to determine how the superseded data were derived.
 GV0203
 GV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF821972(NAD 83)
 GV0203_MARKER: DR = REFERENCE MARK DISK
 GV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0203_STAMPING: CURRY NO 4 1953
 GV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0203+STABILITY: SURFACE MOTION
 GV0203
 GV0203  HISTORY     - Date     Condition        Report By
 GV0203  HISTORY     - 1958     MONUMENTED       CGS
 GV0203  HISTORY     - 1971     GOOD             NGS
 GV0203  HISTORY     - 1978     GOOD             DMA
 GV0203  HISTORY     - 20051103 MARK NOT FOUND   GEOCAC
 GV0203
 GV0203                          STATION DESCRIPTION
 GV0203
 GV0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0203'AT HAMPTON.
 GV0203'AT HAMPTON, ABOUT 0.3 MILE SOUTHWEST ALONG HOPE STREET FROM THE
 GV0203'POST OFFICE AT PHOEBUS (A SUB-DIVISION OF HAMPTON) THENCE 0.05 MILE
 GV0203'SOUTHEAST ALONG NATIONAL AVENUE, 0.1 MILE NORTHWEST OF THE TOLLGATE
 GV0203'FOR THE HAMPTON ROADS BRIDGE TUNNEL, 140.7 FEET NORTHWEST OF THE
 GV0203'EXTENDED CENTER LINE OF SOUTH CURRY STREET, 80.5 FEET NORTHWEST OF
 GV0203'THE STATION MARK DESCRIBED, 51.6 FEET SOUTHWEST OF THE WEST CORNER
 GV0203'OF A NEW STATE HIGHWAY DEPT. BUILDING (UNDER CONSTRUCTION), 32.3
 GV0203'FEET SOUTHWEST OF A LARGE 36-INCH TREE, 29.7 FEET SOUTHEAST OF A
 GV0203'PRIVATE CONCRETE DRIVEWAY TO HOUSE 117, 3 FEET NORTHEAST OF THE
 GV0203'NORTHEAST CONCRETE CURBING OF NATIONAL AVENUE, 1 FOOT ABOVE THE
 GV0203'LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GV0203'WITH THE GROUND.
 GV0203
 GV0203                          STATION RECOVERY (1978)
 GV0203
 GV0203'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0203'RECOVERED IN GOOD CONDITION.
 GV0203
 GV0203                          STATION RECOVERY (2005)
 GV0203
 GV0203'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3963 ***********************************************************************
 GV3963  DESIGNATION -  CURTIS
 GV3963  PID         -  GV3963
 GV3963  STATE/COUNTY-  VA/C OF HAMPTON
 GV3963  USGS QUAD   -  HAMPTON (1986)
 GV3963
 GV3963                         *CURRENT SURVEY CONTROL
 GV3963  ___________________________________________________________________
 GV3963* NAD 83(1993)-  37 04 03.77880(N)    076 20 59.61635(W)     ADJUSTED  
 GV3963* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3963  ___________________________________________________________________
 GV3963  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 GV3963  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 GV3963
 GV3963  HORZ ORDER  -  SECOND
 GV3963
 GV3963.The horizontal coordinates were established by classical geodetic methods
 GV3963.and adjusted by the National Geodetic Survey in September 1995..
 GV3963
 GV3963.The orthometric height was scaled from a topographic map.
 GV3963
 GV3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3963
 GV3963.The geoid height was determined by GEOID03.
 GV3963
 GV3963;                    North         East     Units Scale Factor Converg.
 GV3963;SPC VA S     - 1,083,674.908 3,691,190.359   MT  0.99995901   +1 18 17.8
 GV3963;SPC VA S     - 3,555,356.76 12,110,180.37   sFT  0.99995901   +1 18 17.8
 GV3963;UTM  18      - 4,103,236.592   379,995.322   MT  0.99977741   -0 48 49.5
 GV3963
 GV3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3963!SPC VA S     -   1.00000547  x   0.99995901  =   0.99996448
 GV3963!UTM  18      -   1.00000547  x   0.99977741  =   0.99978288
 GV3963
 GV3963:                Primary Azimuth Mark                     Grid Az
 GV3963:SPC VA S     -  SEE 1941                                 005 10 20.3
 GV3963:UTM  18      -  SEE 1941                                 007 17 27.6
 GV3963
 GV3963|---------------------------------------------------------------------|
 GV3963| PID    Reference Object                     Distance      Geod. Az  |
 GV3963|                                                           dddmmss.s |
 GV3963| GV4048 SEE 1941                            APPROX. 0.6 KM 0062838.1 |
 GV3963| DC9165 CURTIS RM 2                           9.628 METERS 00646     |
 GV3963| GV4003 LANGLEY VIEW WATER TANK             APPROX. 1.6 KM 0881657.8 |
 GV3963| DC9164 CURTIS RM 1                           9.464 METERS 27118     |
 GV3963| GV3942 BARNS                               APPROX. 1.0 KM 2931759.5 |
 GV3963|---------------------------------------------------------------------|
 GV3963
 GV3963                          SUPERSEDED SURVEY CONTROL
 GV3963
 GV3963  NAD 83(1986)-  37 04 03.78396(N)    076 20 59.65234(W) AD(       ) 2
 GV3963  NAD 27      -  37 04 03.25700(N)    076 21 00.85300(W) AD(       ) 2
 GV3963
 GV3963.Superseded values are not recommended for survey control.
 GV3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3963.See file dsdata.txt to determine how the superseded data were derived.
 GV3963
 GV3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7999503237(NAD 83)
 GV3963_MARKER: DS = TRIANGULATION STATION DISK
 GV3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3963
 GV3963  HISTORY     - Date     Condition        Report By
 GV3963  HISTORY     - 1934     MONUMENTED       CGS
 GV3963  HISTORY     - 1941     GOOD             CGS
 GV3963  HISTORY     - 1943     GOOD             CGS
 GV3963  HISTORY     - 1951     GOOD             USAF
 GV3963  HISTORY     - 1952     GOOD             CGS
 GV3963  HISTORY     - 1968     MARK NOT FOUND   CGS
 GV3963  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV3963
 GV3963                          STATION DESCRIPTION
 GV3963
 GV3963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV3963'THE STATION IS LOCATED ON THE EASTERN SHORE OF BACK RIVER (SW
 GV3963'BRANCH), JUST WEST OF THE SOUTHERN ABUTMENT OF OLD WOODEN BRIDGE
 GV3963'CROSSING TO LANGLEY FIELD.  A CAST IRON PIPE LINE ON TRESTLES
 GV3963'PASSES THE STATION 37.5 FT TO THE NORTHEAST.  BOTH REFERENCE
 GV3963'MARKS ARE IN HIGH WEEDS NEAR THE SHORELINE.  ALL MARKERS ARE
 GV3963'SET IN CONCRETE.  THE STATION CAN BEST BE REACHED FROM LANGLEY
 GV3963'ROAD.  THE LAND IS OWNED BY F.W. DARLING, HAMPTON, VA., AND IS LOT 1
 GV3963'IN SHERWOOD PARK.  THE MARKER IS 51 FT FROM THE M.H.W. TOWARD
 GV3963'STATION USHER AND 96 FT FROM CENTERLINE OF CONCRETE PAVING AT
 GV3963'BRIDGE ABUTMENT.
 GV3963'
 GV3963'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET ACCORDING TO NOTES
 GV3963'1A, 7A AND 11A.
 GV3963
 GV3963                          STATION RECOVERY (1941)
 GV3963
 GV3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3963'STATION AND MARKS RECOVERED AND FOUND IN GOOD CONDITION.  A
 GV3963'COMPLETE NEW DESCRIPTION FOLLOWS--
 GV3963'
 GV3963'STATION (NOTES 1A AND 7A) IS ON LAND OWNED BY F.W. DARLING OF
 GV3963'HAMPTON, VIRGINIA, LOT NO. 1 IN SHERWOOD PARK.  IT IS ON THE
 GV3963'EASTERN SHORE OF THE SOUTHWEST BRANCH OF BACK RIVER, 91 FEET WEST
 GV3963'OF THE SOUTHERN ABUTMENT OF AN OLD WOODEN BRIDGE CROSSING TO
 GV3963'LANGLEY FIELD, 37 FEET SOUTHWEST OF A CAST IRON PIPE LINE ON
 GV3963'TRESTLES 51 FEET FROM MEAN HIGH WATER TOWARDS STATION USHER AND
 GV3963'ABOUT 115 YARDS WEST OF LANGLEY FIELD HIGHWAY BRIDGE.  IT IS
 GV3963'STAMPED CURTIS 1934 AND PROJECTS 6 INCHES.
 GV3963'
 GV3963'REFERENCE MARK NO. 1 (NOTE 11A) IS WEST OF THE STATION.  IT IS
 GV3963'STAMPED CURTIS NO. 1 1934 AND PROJECTS 6 INCHES.
 GV3963'
 GV3963'REFERENCE MARK NO. 2 (NOTE 11A) IS NORTH OF THE STATION.  IT IS
 GV3963'STAMPED CURTIS NO. 2 1934 AND PROJECTS 3 INCHES.
 GV3963
 GV3963                          STATION RECOVERY (1943)
 GV3963
 GV3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3963'RECOVERED STATION AND REFERENCE MARKS AS DESCRIBED IN 1941
 GV3963'RECOVERY NOTE.  DISTANCES TO REFERENCE MARKS ARE CORRECT.
 GV3963
 GV3963                          STATION RECOVERY (1951)
 GV3963
 GV3963'RECOVERY NOTE BY US AIR FORCE 1951 (RCB)
 GV3963'STATION WAS RECOVERED IN GOOD CONDITION.  THE STAMPINGS AND
 GV3963'MARKINGS ARE UNCHANGED.
 GV3963
 GV3963                          STATION RECOVERY (1952)
 GV3963
 GV3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV3963'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GV3963'REFERENCE MARKS ARE ALSO IN GOOD CONDITION.
 GV3963
 GV3963                          STATION RECOVERY (1968)
 GV3963
 GV3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV3963'SEARCHED FOR BUT NOT RECOVERED.
 GV3963
 GV3963                          STATION RECOVERY (2001)
 GV3963
 GV3963'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV3963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5518 ***********************************************************************
 AJ5518  DESIGNATION -  CURTIS
 AJ5518  PID         -  AJ5518
 AJ5518  STATE/COUNTY-  VA/STAFFORD
 AJ5518  USGS QUAD   -  STORCK (1984)
 AJ5518
 AJ5518                         *CURRENT SURVEY CONTROL
 AJ5518  ___________________________________________________________________
 AJ5518* NAD 83(1993)-  38 25 49.02105(N)    077 34 11.40542(W)     ADJUSTED  
 AJ5518* NAVD 88     -       108.9    (meters)     357.     (feet)  GPS OBS   
 AJ5518  ___________________________________________________________________
 AJ5518  X           -   1,076,881.031 (meters)                     COMP
 AJ5518  Y           -  -4,885,669.757 (meters)                     COMP
 AJ5518  Z           -   3,943,017.623 (meters)                     COMP
 AJ5518  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ5518  ELLIP HEIGHT-          76.70  (meters)          (05/17/02) GPS OBS
 AJ5518  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AJ5518
 AJ5518  HORZ ORDER  -  FIRST
 AJ5518  ELLP ORDER  -  FOURTH    CLASS II
 AJ5518
 AJ5518.The horizontal coordinates were established by GPS observations
 AJ5518.and adjusted by the National Geodetic Survey in October 2001..
 AJ5518
 AJ5518.The orthometric height was determined by GPS observations and a
 AJ5518.high-resolution geoid model.
 AJ5518
 AJ5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5518
 AJ5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5518
 AJ5518.The ellipsoidal height was determined by GPS observations
 AJ5518.and is referenced to NAD 83.
 AJ5518
 AJ5518.The geoid height was determined by GEOID03.
 AJ5518
 AJ5518;                    North         East     Units Scale Factor Converg.
 AJ5518;SPC VA N     - 2,085,171.333 3,581,213.880   MT  0.99995370   +0 34 49.9
 AJ5518;SPC VA N     - 6,841,099.62 11,749,365.87   sFT  0.99995370   +0 34 49.9
 AJ5518;UTM  18      - 4,256,685.609   275,682.772   MT  1.00021971   -1 35 52.7
 AJ5518
 AJ5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5518!SPC VA N     -   0.99998797  x   0.99995370  =   0.99994167
 AJ5518!UTM  18      -   0.99998797  x   1.00021971  =   1.00020767
 AJ5518
 AJ5518                          SUPERSEDED SURVEY CONTROL
 AJ5518
 AJ5518  ELLIP H (10/09/01)   76.70   (m)                       GP(       ) 4 1
 AJ5518
 AJ5518.Superseded values are not recommended for survey control.
 AJ5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5518.See file dsdata.txt to determine how the superseded data were derived.
 AJ5518
 AJ5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7568356686(NAD 83)
 AJ5518_MARKER: DD = SURVEY DISK
 AJ5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5518_STAMPING: CURTIS 2001
 AJ5518_MARK LOGO: VA-179
 AJ5518_PROJECTION: FLUSH
 AJ5518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5518+STABILITY: SURFACE MOTION
 AJ5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5518+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AJ5518
 AJ5518  HISTORY     - Date     Condition        Report By
 AJ5518  HISTORY     - 20010603 MONUMENTED       GEOMET
 AJ5518  HISTORY     - 20040308 GOOD             GEOMET
 AJ5518
 AJ5518                          STATION DESCRIPTION
 AJ5518
 AJ5518'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ5518'THE STATION IS LOCATED IN WESTERN STAFFORD COUNTY, VIRGINIA ON THE
 AJ5518'GROUNDS OF
 AJ5518'CURTIS MEMORIAL COUNTY PARK.
 AJ5518' 
 AJ5518'TO REACH THE STATION FROM THE INTERSECTION I-95 AND WARRENTON ROAD
 AJ5518'(ROUTE 17)
 AJ5518'PROCEED NORTHWEST ALONG WARRENTON ROAD (ROUTE 17) A DISTANCE OF 5.8
 AJ5518'MILES TO ITS
 AJ5518'INTERSECTION WITH HARTWOOD ROAD (ROUTE 612).  TURN RIGHT AND PROCEED
 AJ5518'NORTHWEST
 AJ5518'ALONG HARTWOOD ROAD (ROUTE 612) A DISTANCE OF 2.1 MILES TO ITS
 AJ5518'INTERSECTION WITH JESSE
 AJ5518'CURTIS LANE AND THE ENTRANCE TO CURTIS MEMORIAL COUNTY PARK.  TURN
 AJ5518'RIGHT AND PROCEED
 AJ5518'EAST ALONG JESSE CURTIS LANE A DISTANCE OF 0.35 MILE TO ITS
 AJ5518'INTERSECTION WITH FAIRWAY
 AJ5518'DRIVE.  TURN LEFT AND PROCEED NORTH ALONG FAIRWAY DRIVE A DISTANCE OF
 AJ5518'0.05 MILE TO THE
 AJ5518'STATION ON THE LEFT.
 AJ5518' 
 AJ5518'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5518'ALUMINUM SURVEY DISK
 AJ5518'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED CURTIS 2001.
 AJ5518'THE STATION IS 161.4 FEET AZIMUTH 190 DEGREES TO A GATE POST, 41.0
 AJ5518'FEET AZIMUTH 110
 AJ5518'DEGREES TO THE CENTERLINE OF FAIRWAY DRIVE, 72.4 FEET AZIMUTH 50
 AJ5518'DEGREES TO A NO PARKING
 AJ5518'SIGN, AND 2.0 FEET AZIMUTH 277 DEGREES TO A WITNESS POST.
 AJ5518' 
 AJ5518' 
 AJ5518' 
 AJ5518' 
 AJ5518'
 AJ5518
 AJ5518                          STATION RECOVERY (2004)
 AJ5518
 AJ5518'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 AJ5518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4567 ***********************************************************************
 GV4567  DESIGNATION -  CURTIS POINT TOWER FLAGPOLE
 GV4567  PID         -  GV4567
 GV4567  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4567  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4567
 GV4567                         *CURRENT SURVEY CONTROL
 GV4567  ___________________________________________________________________
 GV4567* NAD 83(1993)-  37 04 51.93637(N)    076 33 05.73134(W)     ADJUSTED  
 GV4567* NAVD 88     -                                                        
 GV4567  ___________________________________________________________________
 GV4567  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 GV4567  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 GV4567
 GV4567  HORZ ORDER  -  THIRD
 GV4567
 GV4567.The horizontal coordinates were established by classical geodetic methods
 GV4567.and adjusted by the National Geodetic Survey in September 1995..
 GV4567
 GV4567
 GV4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4567
 GV4567.The geoid height was determined by GEOID03.
 GV4567
 GV4567;                    North         East     Units Scale Factor Converg.
 GV4567;SPC VA S     - 1,084,769.775 3,673,227.090   MT  0.99995782   +1 10 57.1
 GV4567;SPC VA S     - 3,558,948.84 12,051,245.88   sFT  0.99995782   +1 10 57.1
 GV4567;UTM  18      - 4,104,994.464   362,087.547   MT  0.99983430   -0 56 08.4
 GV4567
 GV4567                          SUPERSEDED SURVEY CONTROL
 GV4567
 GV4567  NAD 83(1986)-  37 04 51.93912(N)    076 33 05.76414(W) AD(       ) 4
 GV4567  NAD 27      -  37 04 51.40600(N)    076 33 06.94100(W) AD(       ) 3
 GV4567
 GV4567.Superseded values are not recommended for survey control.
 GV4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4567.See file dsdata.txt to determine how the superseded data were derived.
 GV4567
 GV4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6208804994(NAD 83)
 GV4567_MARKER: 62 = FLAGPOLE
 GV4567
 GV4567  HISTORY     - Date     Condition        Report By
 GV4567  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4567  HISTORY     - 1942     GOOD             CGS
 GV4567  HISTORY     - 1943     GOOD             CGS
 GV4567  HISTORY     - 1947     SEE DESCRIPTION  CGS
 GV4567  HISTORY     - 1957     SEE DESCRIPTION  AMS
 GV4567  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GV4567
 GV4567                          STATION DESCRIPTION
 GV4567
 GV4567'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4567'THIS IS THE FLAGPOLE ON THE CORNER OF THE BLACK SQUARE HOUSE
 GV4567'OF AN OBSERVATION TOWER ON CURTIS POINT, BETWEEN JAIL CREEK
 GV4567'AND WARWICK RIVER.  INTERSECTION STATION.  NOT OTHERWISE
 GV4567'MARKED.
 GV4567
 GV4567                          STATION RECOVERY (1942)
 GV4567
 GV4567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4567'1938 DESCRIPTION ADEQUATE.  LISTED AS CURTIS POINT TOWER,
 GV4567'FLAGPOLE IN GEOGRAPHIC POSITIONS.
 GV4567
 GV4567                          STATION RECOVERY (1943)
 GV4567
 GV4567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WRP)
 GV4567'RECOVERED AS DESCRIBED BY H.E.F., 1938.  THIS TOWER IS VERY
 GV4567'PROMINENT.
 GV4567
 GV4567                          STATION RECOVERY (1947)
 GV4567
 GV4567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4567'THE HOUSE AND THE FLAGPOLE ARE GONE.  THE TOWER IS STILL
 GV4567'STANDING.  THE TOWER WAS USED AS A HYDROGRAPHIC SIGNAL.
 GV4567'THE STATION WAS NOT VISITED.
 GV4567
 GV4567                          STATION RECOVERY (1957)
 GV4567
 GV4567'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957 (RSM)
 GV4567'FLAGPOLE GONE - TOWER EXISTS.
 GV4567
 GV4567                          STATION RECOVERY (1958)
 GV4567
 GV4567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJB)
 GV4567'THE FLAGPOLE AND HOUSE ATOP THE TOWER MENTIONED IN THE DESCRIPTION
 GV4567'HAVE BEEN REMOVED.  THE TOWER IS TALL, PROMINENT, AND VISIBLE
 GV4567'FOR MILES.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1486 ***********************************************************************
 GX1486  DESIGNATION -  CURVE
 GX1486  PID         -  GX1486
 GX1486  STATE/COUNTY-  VA/BLAND
 GX1486  USGS QUAD   -  PRINCETON (1976)
 GX1486
 GX1486                         *CURRENT SURVEY CONTROL
 GX1486  ___________________________________________________________________
 GX1486* NAD 83(1993)-  37 16 01.64141(N)    081 07 13.09525(W)     ADJUSTED  
 GX1486* NAVD 88     -       768.602  (meters)    2521.66   (feet)  ADJUSTED  
 GX1486  ___________________________________________________________________
 GX1486  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 GX1486  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1486  DYNAMIC HT  -         767.927 (meters)    2519.44  (feet)  COMP
 GX1486  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GX1486
 GX1486  HORZ ORDER  -  THIRD
 GX1486  VERT ORDER  -  FIRST     CLASS II
 GX1486
 GX1486.The horizontal coordinates were established by classical geodetic methods
 GX1486.and adjusted by the National Geodetic Survey in September 1995..
 GX1486
 GX1486.The orthometric height was determined by differential leveling
 GX1486.and adjusted by the National Geodetic Survey in June 1991..
 GX1486
 GX1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1486
 GX1486.The geoid height was determined by GEOID03.
 GX1486
 GX1486.The dynamic height is computed by dividing the NAVD 88
 GX1486.geopotential number by the normal gravity value computed on the
 GX1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1486.degrees latitude (g = 980.6199 gals.).
 GX1486
 GX1486.The modeled gravity was interpolated from observed gravity values.
 GX1486
 GX1486;                    North         East     Units Scale Factor Converg.
 GX1486;SPC VA S     - 1,106,851.955 3,267,622.957   MT  0.99994693   -1 35 25.2
 GX1486;SPC VA S     - 3,631,396.79 10,720,526.32   sFT  0.99994693   -1 35 25.2
 GX1486;SPC WV S     -    29,654.998   589,328.535   MT  1.00005278   -0 04 27.7
 GX1486;UTM  17      - 4,124,512.600   489,333.362   MT  0.99960140   -0 04 22.3
 GX1486
 GX1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1486!SPC VA S     -   0.99988424  x   0.99994693  =   0.99983118
 GX1486!SPC WV S     -   0.99988424  x   1.00005278  =   0.99993702
 GX1486!UTM  17      -   0.99988424  x   0.99960140  =   0.99948569
 GX1486
 GX1486:                Primary Azimuth Mark                     Grid Az
 GX1486:SPC VA S     -  CURVE AZ MK                              235 12 51.0
 GX1486:SPC WV S     -  CURVE AZ MK                              233 41 53.5
 GX1486:UTM  17      -  CURVE AZ MK                              233 41 48.1
 GX1486
 GX1486|---------------------------------------------------------------------|
 GX1486| PID    Reference Object                     Distance      Geod. Az  |
 GX1486|                                                           dddmmss.s |
 GX1486| GX1488 CURVE AZ MK                                        2333725.8 |
 GX1486| GX1487 CURVE RM 2                            4.827 METERS 24038     |
 GX1486| GX1485 CURVE RM 1                            6.586 METERS 35455     |
 GX1486|---------------------------------------------------------------------|
 GX1486
 GX1486                          SUPERSEDED SURVEY CONTROL
 GX1486
 GX1486  NAD 83(1993)-  37 16 01.64792(N)    081 07 13.08986(W) AD(       ) 3
 GX1486  NAD 83(1986)-  37 16 01.64899(N)    081 07 13.09038(W) AD(       ) 3
 GX1486  NAD 27      -  37 16 01.22588(N)    081 07 13.75308(W) AD(       ) 3
 GX1486  NGVD 29 (??/??/92)  768.707  (m)         2522.00   (f) ADJ UNCH    1 2
 GX1486
 GX1486.Superseded values are not recommended for survey control.
 GX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1486.See file dsdata.txt to determine how the superseded data were derived.
 GX1486
 GX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8933324513(NAD 83)
 GX1486_MARKER: DS = TRIANGULATION STATION DISK
 GX1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1486_STAMPING: CURVE 1963
 GX1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1486+STABILITY: SURFACE MOTION
 GX1486
 GX1486  HISTORY     - Date     Condition        Report By
 GX1486  HISTORY     - 1963     MONUMENTED       CGS
 GX1486  HISTORY     - 1963     GOOD             CGS
 GX1486  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1486
 GX1486                          STATION DESCRIPTION
 GX1486
 GX1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1486'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BLUEFIELD, 4.5
 GX1486'MILES NORTH OF ROCKY GAP, 2.5 MILES EAST OF WHERE U.S. HIGHWAY
 GX1486'21 AND 52 CRESTS EAST RIVER MOUNTAIN AND ABOUT 0.6 MILE
 GX1486'SOUTH OF THE RIDGE TOP.
 GX1486'
 GX1486'TO REACH THE STATION FROM THE POST OFFICE IN ROCKY GAP, GO
 GX1486'NORTHERLY ON U.S. HIGHWAY 21 AND 52 FOR 2.0 MILES TO THE
 GX1486'INDIAN VILLAGE MOTEL AND RESTAURANT ON THE RIGHT, CONTINUE
 GX1486'ON U.S. HIGHWAY 21 AND 52 FOR 0.25 MILE TO A *TRACK ROAD
 GX1486'ON THE RIGHT, TURN RIGHT AND GO ABOUT 30 YARDS TO A FORK,
 GX1486'KEEP RIGHT AND GO 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT,
 GX1486'TURN RIGHT AND GO 0.1 MILE TO THE END OF DIM TRACK ROAD AND
 GX1486'STATION ON THE RIGHT.  (4-WHEEL DRIVE)
 GX1486'
 GX1486'THE STATION MARK IS 3.4 FEET EAST OF A METAL WITNESS SIGN.
 GX1486'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 GX1486'PROJECTING 4 INCHES AND IS STAMPED CURVE 1963.
 GX1486'
 GX1486'REFERENCE MARK NO. 1 IS 21.8 FEET NORTH OF A METAL WITNESS
 GX1486'SIGN AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.  IT
 GX1486'IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 GX1486'4 INCHES AND IS STAMPED CURVE NO 1 1963.
 GX1486'
 GX1486'REFERENCE MARK NO. 2 IS 13.0 FEET SOUTHWEST OF A METAL WITNESS
 GX1486'SIGN AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  IT IS A
 GX1486'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK
 GX1486'FLUSH AND IS STAMPED CURVE NO 2 1963.
 GX1486'
 GX1486'THE AZIMUTH MARK IS 21 FEET EAST OF THE APPROXIMATE CENTER
 GX1486'OF U.S. HIGHWAY 21 AND 52, 4.3 FEET EAST OF A METAL GUARD
 GX1486'RAIL AND 2.3 FEET SOUTHWEST OF A METAL WITNESS SIGN.
 GX1486'
 GX1486'TO REACH THE AZIMUTH MARK FROM *TRACK ROAD, CONTINUE ON U.S.
 GX1486'HIGHWAY 21 AND 52 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 GX1486'LEFT.
 GX1486'
 GX1486'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GX1486
 GX1486                          STATION RECOVERY (1963)
 GX1486
 GX1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1486'2.4 MI NW FROM ROCKY GAP.
 GX1486'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM
 GX1486'THE POST OFFICE IN ROCKY GAP TO A DIM TRACK ROAD LEADING
 GX1486'NORTHEAST, TURN AND GO ABOUT 0.1 MILE NORTHEAST TO THE BOTTOM
 GX1486'OF A STEEP KNOLL, CONTINUE NORTHEAST UP THE STEEP KNOLL FOR
 GX1486'0.1 MILE THROUGH HEAVY WOODED AREA THAT HAS BEEN CLEARED FOR A
 GX1486'NARROW TRACK ROAD TO THE STATION.  THE MARK IS SET IN THE TOP
 GX1486'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND AND
 GX1486'ABOUT 3.4 FEET EAST OF A STANDARD METAL WITNESS SIGN.
 GX1486
 GX1486                          STATION RECOVERY (1984)
 GX1486
 GX1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1486'NOT RECOVERED, THE MARK APPEARS TO HAVE BEEN DESTROYED BY THE
 GX1486'CONSTRUCTION OF INTERSTATE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3316 ***********************************************************************
 GX3316  DESIGNATION -  CURVE
 GX3316  PID         -  GX3316
 GX3316  STATE/COUNTY-  VA/GILES
 GX3316  USGS QUAD   -  EGGLESTON (1985)
 GX3316
 GX3316                         *CURRENT SURVEY CONTROL
 GX3316  ___________________________________________________________________
 GX3316* NAD 83(1993)-  37 19 42.41873(N)    080 33 28.74001(W)     ADJUSTED  
 GX3316* NAVD 88     -       897.0    (meters)    2943.     (feet)  VERTCON   
 GX3316  ___________________________________________________________________
 GX3316  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GX3316  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GX3316
 GX3316  HORZ ORDER  -  SECOND
 GX3316
 GX3316.The horizontal coordinates were established by classical geodetic methods
 GX3316.and adjusted by the National Geodetic Survey in September 1995..
 GX3316
 GX3316.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3316
 GX3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3316
 GX3316.The geoid height was determined by GEOID03.
 GX3316
 GX3316;                    North         East     Units Scale Factor Converg.
 GX3316;SPC VA S     - 1,112,420.565 3,317,630.767   MT  0.99994563   -1 14 56.5
 GX3316;SPC VA S     - 3,649,666.47 10,884,593.61   sFT  0.99994563   -1 14 56.5
 GX3316;UTM  17      - 4,131,400.964   539,159.196   MT  0.99961889   +0 16 04.9
 GX3316
 GX3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3316!SPC VA S     -   0.99986420  x   0.99994563  =   0.99980984
 GX3316!UTM  17      -   0.99986420  x   0.99961889  =   0.99948314
 GX3316
 GX3316|---------------------------------------------------------------------|
 GX3316| PID    Reference Object                     Distance      Geod. Az  |
 GX3316|                                                           dddmmss.s |
 GX3316| DC4044 CURVE RM 1                            7.392 METERS 07452     |
 GX3316| GX0588 CURVE AZ MK                                        1432238.2 |
 GX3316|---------------------------------------------------------------------|
 GX3316
 GX3316                          SUPERSEDED SURVEY CONTROL
 GX3316
 GX3316  NAD 83(1993)-  37 19 42.42082(N)    080 33 28.73900(W) AD(       ) 2
 GX3316  NAD 83(1986)-  37 19 42.42318(N)    080 33 28.74343(W) AD(       ) 2
 GX3316  NAD 27      -  37 19 41.96891(N)    080 33 29.52739(W) AD(       ) 2
 GX3316  NGVD 29 (07/19/86)  897.1    (m)         2943.     (f) VERT ANG       
 GX3316
 GX3316.Superseded values are not recommended for survey control.
 GX3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3316.See file dsdata.txt to determine how the superseded data were derived.
 GX3316
 GX3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB3915931401(NAD 83)
 GX3316_MARKER: DS = TRIANGULATION STATION DISK
 GX3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3316
 GX3316  HISTORY     - Date     Condition        Report By
 GX3316  HISTORY     - 1964     MONUMENTED       CGS
 GX3316
 GX3316                          STATION DESCRIPTION
 GX3316
 GX3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GX3316'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF PEMBROKE,
 GX3316'AND 5 MILES NORTHWEST OF NEWPORT AT A TURN-OUT ON A SHARP
 GX3316'CURVE ALONG COUNTY ROUTE 700.
 GX3316'
 GX3316'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT AT THE
 GX3316'JUNCTION OF U.S. HIGHWAY 460 AND STATE ROUTE 42, GO WESTERLY
 GX3316'ON U.S. HIGHWAY 460 FOR 1.9 MILES TO COUNTY ROUTE 700, *TURN
 GX3316'RIGHT ON ROUTE 700 AND GO NORTHWESTERLY FOR 4.2 MILES TO
 GX3316'THE TURN-OUT AND STATION ON THE LEFT.
 GX3316'
 GX3316'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 GX3316'FLUSH WITH THE GROUND.  IT IS 27 FEET SOUTH OF THE APPROXIMATE
 GX3316'CENTER OF THE HIGHWAY, AND 5 FEET NORTH OF THE EDGE OF A
 GX3316'STONE RETAINING WALL.  THE MARK IS STAMPED CURVE 1964
 GX3316'
 GX3316'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 GX3316'MONUMENT, FLUSH WITH THE GROUND.  IT IS 31 FEET WEST OF A
 GX3316'16-INCH TREE, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GX3316'THE HIGHWAY, AND 5 FEET NORTH OF A STONE RETAINING WALL.  THE
 GX3316'MARK IS STAMPED CURVE NO 1 1964
 GX3316'
 GX3316'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILLED HOLE
 GX3316'IN A BOULDER WHICH MEASURES ABOUT 5 BY 10 FEET AND PROJECTS
 GX3316'18-INCHES.  IT IS 37 FEET NORTH OF THE APPROXIMATE CENTER
 GX3316'OF U.S. HIGHWAY 460, AND 71 FEET EAST OF A SMALL PRIVATE
 GX3316'GARAGE.  THERE IS A WHITE, WOOD FRAME HOUSE ABOUT 150 FEET
 GX3316'EAST OF THE MARK.  AND A WHITE, CINDER BLOCK HOUSE ABOUT
 GX3316'300 FEET SOUTHEAST OF THE MARK AND ACROSS THE HIGHWAY.  THE
 GX3316'MARK IS STAMPED CURVE 1964
 GX3316'
 GX3316'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GX3316'460 AND COUNTY ROUTE 700, GO WEST ON HIGHWAY 460 FOR 1.3
 GX3316'MILES TO THE BOULDER AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3964 ***********************************************************************
 GV3964  DESIGNATION -  CURVE
 GV3964  PID         -  GV3964
 GV3964  STATE/COUNTY-  VA/C OF HAMPTON
 GV3964  USGS QUAD   -  HAMPTON (1986)
 GV3964
 GV3964                         *CURRENT SURVEY CONTROL
 GV3964  ___________________________________________________________________
 GV3964* NAD 83(1993)-  37 00 41.53264(N)    076 21 11.37016(W)     ADJUSTED  
 GV3964* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV3964  ___________________________________________________________________
 GV3964  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV3964  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 GV3964
 GV3964  HORZ ORDER  -  SECOND
 GV3964
 GV3964.The horizontal coordinates were established by classical geodetic methods
 GV3964.and adjusted by the National Geodetic Survey in September 1995..
 GV3964
 GV3964.The orthometric height was scaled from a topographic map.
 GV3964
 GV3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3964
 GV3964.The geoid height was determined by GEOID03.
 GV3964
 GV3964;                    North         East     Units Scale Factor Converg.
 GV3964;SPC VA S     - 1,077,435.443 3,691,041.853   MT  0.99996458   +1 18 10.7
 GV3964;SPC VA S     - 3,534,886.12 12,109,693.15   sFT  0.99996458   +1 18 10.7
 GV3964;UTM  18      - 4,097,008.024   379,616.372   MT  0.99977853   -0 48 52.8
 GV3964
 GV3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3964!SPC VA S     -   1.00000501  x   0.99996458  =   0.99996959
 GV3964!UTM  18      -   1.00000501  x   0.99977853  =   0.99978354
 GV3964
 GV3964:                Primary Azimuth Mark                     Grid Az
 GV3964:SPC VA S     -  CURVE AZ MK                              001 36 06.3
 GV3964:UTM  18      -  CURVE AZ MK                              003 43 09.8
 GV3964
 GV3964|---------------------------------------------------------------------|
 GV3964| PID    Reference Object                     Distance      Geod. Az  |
 GV3964|                                                           dddmmss.s |
 GV3964| DC6028 CURVE AZ MK                                        0025417.0 |
 GV3964| DC6029 CURVE RM 1                           35.738 METERS 00649     |
 GV3964| DC6030 CURVE RM 2                           45.187 METERS 31441     |
 GV3964|---------------------------------------------------------------------|
 GV3964
 GV3964                          SUPERSEDED SURVEY CONTROL
 GV3964
 GV3964  NAD 83(1986)-  37 00 41.53792(N)    076 21 11.41141(W) AD(       ) 2
 GV3964  NAD 27      -  37 00 41.00600(N)    076 21 12.61700(W) AD(       ) 2
 GV3964
 GV3964.Superseded values are not recommended for survey control.
 GV3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3964.See file dsdata.txt to determine how the superseded data were derived.
 GV3964
 GV3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7961697008(NAD 83)
 GV3964_MARKER: DS = TRIANGULATION STATION DISK
 GV3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3964
 GV3964  HISTORY     - Date     Condition        Report By
 GV3964  HISTORY     - 1941     MONUMENTED       CGS
 GV3964  HISTORY     - 1943     GOOD             CGS
 GV3964  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV3964
 GV3964                          STATION DESCRIPTION
 GV3964
 GV3964'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3964'THE STATION IS ABOUT ONE MILE WEST-SOUTHWEST OF HAMPTON.  IT
 GV3964'IS 40 FEET WEST OF U.S. HIGHWAY NO. 60, 200 FEET SOUTH OF THE
 GV3964'AIKENS CITIES SERVICE STATION AND 150 FEET NORTH OF THE CURVE IN
 GV3964'U.S. HIGHWAY NO. 60.  THE DISK IS STAMPED CURVE 1941 AND
 GV3964'PROJECTS 8 INCHES ABOVE THE GROUND.
 GV3964'
 GV3964'SURFACE AND UNDERGROUND MARKS ARE SET ACCORDING TO NOTES 1A
 GV3964'AND 7A.
 GV3964'
 GV3964'REFERENCE MARK NO. 1 IS 117.25 FEET NORTH OF THE STATION.  IT
 GV3964'IS 28 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 60.  THE DISK
 GV3964'IS SET FLUSH IN THE CONCRETE APRON OF THE APPROACH TO AIKENS CITIES
 GV3964'SERVICE STATION.  THE DISK IS STAMPED CURVE NO. 1 1941.
 GV3964'
 GV3964'REFERENCE MARK NO. 2 IS 148.25 FEET WEST-NORTHWEST OF THE
 GV3964'STATION.  THE DISK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND
 GV3964'IS STAMPED CURVE NO. 2 1941.
 GV3964'
 GV3964'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION.  IT
 GV3964'IS SET FLUSH IN THE TOP OF THE EAST CURB OF U.S. HIGHWAY NO. 60,
 GV3964'DIRECTLY IN FRONT OF THE UNIVERSAL AUTO SALES CO. ESSO SERVICE
 GV3964'STATION.  IT IS 9-1/2 FEET NORTHWEST OF THE IRON HISTORICAL SIGN
 GV3964'POST NO. W-87.  THE DISK IS STAMPED CURVE 1941.
 GV3964'
 GV3964'TO REACH THE STATION FROM THE POST OFFICE AT HAMPTON, DRIVE
 GV3964'WEST AND SOUTH ON U.S. HIGHWAY NO. 60 FOR 1.55 MILES TO THE
 GV3964'START OF THE CURVE TO THE RIGHT AND THE STATION ON THE NORTH
 GV3964'SIDE OF THE HIGHWAY.
 GV3964'
 GV3964'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV3964
 GV3964                          STATION RECOVERY (1943)
 GV3964
 GV3964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3964'STATION RECOVERED IN GOOD CONDITION.
 GV3964'
 GV3964'REFERENCE MARK 2 HAS BEEN DESTROYED DURING CONSTRUCTION OF A
 GV3964'DITCH.  DISTANCES WERE CHECKED.
 GV3964
 GV3964                          STATION RECOVERY (1960)
 GV3964
 GV3964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3964'STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.  THE
 GV3964'HIGHWAY HAS BEEN WIDEN AND A SHOPPING CENTER IS IN THE AREA.  THE
 GV3964'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS NOW IN
 GV3964'FRONT OF A GARAGE LOCATED AT 4304 KECOUGHTAN AVE. IN HAMPTON.
 GV3964'(NOTE THIS MARK WAS NOT DESTROYED BECAUSE IT WOULD RUIN THE CURB
 GV3964'TO REMOVE THE DISK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8385 ***********************************************************************
 HV8385  DESIGNATION -  CURVE
 HV8385  PID         -  HV8385
 HV8385  STATE/COUNTY-  VA/FAIRFAX
 HV8385  USGS QUAD   -  FAIRFAX (1994)
 HV8385
 HV8385                         *CURRENT SURVEY CONTROL
 HV8385  ___________________________________________________________________
 HV8385* NAD 83(1993)-  38 48 50.60558(N)    077 19 21.65652(W)     ADJUSTED  
 HV8385* NAVD 88     -       129.2    (meters)     424.     (feet)  VERTCON   
 HV8385  ___________________________________________________________________
 HV8385  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HV8385  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV8385
 HV8385  HORZ ORDER  -  SECOND
 HV8385
 HV8385.The horizontal coordinates were established by classical geodetic methods
 HV8385.and adjusted by the National Geodetic Survey in November 1994..
 HV8385
 HV8385.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8385
 HV8385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8385
 HV8385.The geoid height was determined by GEOID03.
 HV8385
 HV8385;                    North         East     Units Scale Factor Converg.
 HV8385;SPC VA N     - 2,128,015.437 3,602,245.708   MT  0.99995425   +0 44 05.2
 HV8385;SPC VA N     - 6,981,663.98 11,818,367.79   sFT  0.99995425   +0 44 05.2
 HV8385;UTM  18      - 4,298,705.464   298,337.550   MT  1.00010081   -1 27 22.8
 HV8385
 HV8385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8385!SPC VA N     -   0.99998472  x   0.99995425  =   0.99993897
 HV8385!UTM  18      -   0.99998472  x   1.00010081  =   1.00008553
 HV8385
 HV8385                          SUPERSEDED SURVEY CONTROL
 HV8385
 HV8385  NAD 83(1993)-  38 48 50.60433(N)    077 19 21.66203(W) AD(       ) 2
 HV8385  NAD 83(1986)-  38 48 50.60463(N)    077 19 21.66958(W) AD(       ) 2
 HV8385  NGVD 29 (01/12/90)  129.4    (m)          425.     (f) VERT ANG       
 HV8385
 HV8385.Superseded values are not recommended for survey control.
 HV8385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8385.See file dsdata.txt to determine how the superseded data were derived.
 HV8385
 HV8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9833898705(NAD 83)
 HV8385_MARKER: Z = SEE DESCRIPTION
 HV8385_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8385_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8385_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8385
 HV8385  HISTORY     - Date     Condition        Report By
 HV8385  HISTORY     - 1975     MONUMENTED       VA-059
 HV8385
 HV8385                          STATION DESCRIPTION
 HV8385
 HV8385'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8385'THE STATION IS LOCATED ABOUT 4.2 MILES NORTHEAST OF CLIFTON, 3.1
 HV8385'MILES NORTHWEST OF BURKE, 2.3 MILES SOUTH OF FAIRFAX, BESIDE OX ROAD
 HV8385'BETWEEN ZION ROAD AND POPES HEAD ROAD, SEE FAIRFAX COUNTY TAX MAP
 HV8385'68-3, 1-1-76.
 HV8385'
 HV8385'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8385'ROUTE 123, OX ROAD, IN FAIRFAX, GO SOUTH ON ROUTE 123 FOR 2.5 MILES
 HV8385'TO STATION ON THE LEFT IN THE FRONT YARD OF 5317 OX ROAD.
 HV8385'
 HV8385'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8385'CO. D.P.W. SUR.--- SET INTO THE GROUND FLUSH WITH THE SURFACE LOCATED
 HV8385'17 FEET E FROM THE CENTERLINE OF OX ROAD.
 HV8385'
 HV8385'REFERENCE MARK NO. 01 IS A PK NAIL IN THE SIDE OF A TELEPHONE POLE ON
 HV8385'THE SOUTHERN PROPERTY LINE OF LOT 34.  THE POLE IS NUMBERED C AND P
 HV8385'35-1/2. LOCATED 28 FEET E FROM THE CENTERLINE OF ROUTE 123.
 HV8385'
 HV8385'REFERENCE MARK NO. 02 IS THE TOP CENTER OF A FIRE HYDRANT LOCATED
 HV8385'26 FEET E FROM THE CENTERLINE OF ROUTE 123, AND 109 FEET N FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1488 ***********************************************************************
 GX1488  DESIGNATION -  CURVE AZ MK
 GX1488  PID         -  GX1488
 GX1488  STATE/COUNTY-  VA/BLAND
 GX1488  USGS QUAD   -  PRINCETON (1976)
 GX1488
 GX1488                         *CURRENT SURVEY CONTROL
 GX1488  ___________________________________________________________________
 GX1488* NAD 83(1986)-  37 15 52.     (N)    081 07 28.     (W)     SCALED    
 GX1488* NAVD 88     -       753.440  (meters)    2471.91   (feet)  ADJUSTED  
 GX1488  ___________________________________________________________________
 GX1488  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1488  DYNAMIC HT  -         752.778 (meters)    2469.74  (feet)  COMP
 GX1488  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 GX1488
 GX1488  VERT ORDER  -  FIRST     CLASS II
 GX1488
 GX1488.The horizontal coordinates were scaled from a topographic map and have
 GX1488.an estimated accuracy of +/- 6 seconds.
 GX1488
 GX1488.The orthometric height was determined by differential leveling
 GX1488.and adjusted by the National Geodetic Survey in June 1991..
 GX1488
 GX1488.The geoid height was determined by GEOID03.
 GX1488
 GX1488.The dynamic height is computed by dividing the NAVD 88
 GX1488.geopotential number by the normal gravity value computed on the
 GX1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1488.degrees latitude (g = 980.6199 gals.).
 GX1488
 GX1488.The modeled gravity was interpolated from observed gravity values.
 GX1488
 GX1488;                    North         East    Units  Estimated Accuracy
 GX1488;SPC VA S     - 1,106,570.    3,267,250.      MT  (+/- 180 meters Scaled)
 GX1488
 GX1488                          SUPERSEDED SURVEY CONTROL
 GX1488
 GX1488  NGVD 29 (??/??/92)  753.546  (m)         2472.26   (f) ADJ UNCH    1 2
 GX1488
 GX1488.Superseded values are not recommended for survey control.
 GX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1488.See file dsdata.txt to determine how the superseded data were derived.
 GX1488
 GX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB889242(NAD 83)
 GX1488_MARKER: DZ = AZIMUTH MARK DISK
 GX1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1488_STAMPING: CURVE 1963
 GX1488_MARK LOGO: CGS   
 GX1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1488+STABILITY: SURFACE MOTION
 GX1488
 GX1488  HISTORY     - Date     Condition        Report By
 GX1488  HISTORY     - 1963     MONUMENTED       CGS
 GX1488  HISTORY     - 1984     GOOD             NGS
 GX1488
 GX1488                          STATION DESCRIPTION
 GX1488
 GX1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1488'2.5 MI NW FROM ROCKY GAP.
 GX1488'ABOUT 2.5 NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1488'POST OFFICE IN ROCKY GAP.  THE MARK IS SET IN THE TOP OF A
 GX1488'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND, 21 FEET
 GX1488'EAST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 4.3 FEET EAST OF
 GX1488'A GUARD RAIL, 2.3 FEET SOUTHWEST OF A STANDARD METAL WITNESS
 GX1488'SIGN AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 GX1488
 GX1488                          STATION RECOVERY (1984)
 GX1488
 GX1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0588 ***********************************************************************
 GX0588  DESIGNATION -  CURVE AZ MK
 GX0588  PID         -  GX0588
 GX0588  STATE/COUNTY-  VA/GILES
 GX0588  USGS QUAD   -  EGGLESTON (1985)
 GX0588
 GX0588                         *CURRENT SURVEY CONTROL
 GX0588  ___________________________________________________________________
 GX0588* NAD 83(1986)-  37 18 08.     (N)    080 32 04.     (W)     SCALED    
 GX0588* NAVD 88     -       557.414  (meters)    1828.78   (feet)  ADJUSTED  
 GX0588  ___________________________________________________________________
 GX0588  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GX0588  DYNAMIC HT  -         556.927 (meters)    1827.18  (feet)  COMP
 GX0588  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 GX0588
 GX0588  VERT ORDER  -  SECOND    CLASS 0
 GX0588
 GX0588.The horizontal coordinates were scaled from a topographic map and have
 GX0588.an estimated accuracy of +/- 6 seconds.
 GX0588
 GX0588.The orthometric height was determined by differential leveling
 GX0588.and adjusted by the National Geodetic Survey in June 1991..
 GX0588
 GX0588.The geoid height was determined by GEOID03.
 GX0588
 GX0588.The dynamic height is computed by dividing the NAVD 88
 GX0588.geopotential number by the normal gravity value computed on the
 GX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0588.degrees latitude (g = 980.6199 gals.).
 GX0588
 GX0588.The modeled gravity was interpolated from observed gravity values.
 GX0588
 GX0588;                    North         East    Units  Estimated Accuracy
 GX0588;SPC VA S     - 1,109,470.    3,319,650.      MT  (+/- 180 meters Scaled)
 GX0588
 GX0588                          SUPERSEDED SURVEY CONTROL
 GX0588
 GX0588  NGVD 29 (??/??/92)  557.53   (m)         1829.2    (f) COMPUTED    2 0
 GX0588
 GX0588.Superseded values are not recommended for survey control.
 GX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0588.See file dsdata.txt to determine how the superseded data were derived.
 GX0588
 GX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB412285(NAD 83)
 GX0588_MARKER: DZ = AZIMUTH MARK DISK
 GX0588_SETTING: 80 = SET IN A BOULDER
 GX0588_SP_SET: BOULDER
 GX0588_STAMPING: CURVE 1964
 GX0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0588+STABILITY: SURFACE MOTION
 GX0588
 GX0588  HISTORY     - Date     Condition        Report By
 GX0588  HISTORY     - 1964     MONUMENTED       CGS
 GX0588
 GX0588                          STATION DESCRIPTION
 GX0588
 GX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0588'3 MI NW FROM NEWPORT.
 GX0588'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GX0588'IN NEWPORT TO THE MARK SET IN THE TOP OF A LARGE BOULDER, 37
 GX0588'FEET NORTH OF CENTERLINE OF HIGHWAY, 71 FEET OF A SMALL PRIVATE
 GX0588'GARAGE, 150 FEET WEST OF A WHITE FRAME HOUSE, 3330 FEET NORTHWEST
 GX0588'OF A CINDER BLOCK HOUSE AND IS ABOUT 1.5 FEET ABOVE THE LEVEL
 GX0588'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1485 ***********************************************************************
 GX1485  DESIGNATION -  CURVE RM 1
 GX1485  PID         -  GX1485
 GX1485  STATE/COUNTY-  VA/BLAND
 GX1485  USGS QUAD   -  PRINCETON (1976)
 GX1485
 GX1485                         *CURRENT SURVEY CONTROL
 GX1485  ___________________________________________________________________
 GX1485* NAD 83(1986)-  37 16 01.     (N)    081 07 12.     (W)     SCALED    
 GX1485* NAVD 88     -       769.398  (meters)    2524.27   (feet)  ADJUSTED  
 GX1485  ___________________________________________________________________
 GX1485  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1485  DYNAMIC HT  -         768.723 (meters)    2522.05  (feet)  COMP
 GX1485  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GX1485
 GX1485  VERT ORDER  -  FIRST     CLASS II
 GX1485
 GX1485.The horizontal coordinates were scaled from a topographic map and have
 GX1485.an estimated accuracy of +/- 6 seconds.
 GX1485
 GX1485.The orthometric height was determined by differential leveling
 GX1485.and adjusted by the National Geodetic Survey in June 1991..
 GX1485
 GX1485.The geoid height was determined by GEOID03.
 GX1485
 GX1485.The dynamic height is computed by dividing the NAVD 88
 GX1485.geopotential number by the normal gravity value computed on the
 GX1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1485.degrees latitude (g = 980.6199 gals.).
 GX1485
 GX1485.The modeled gravity was interpolated from observed gravity values.
 GX1485
 GX1485;                    North         East    Units  Estimated Accuracy
 GX1485;SPC VA S     - 1,106,830.    3,267,650.      MT  (+/- 180 meters Scaled)
 GX1485
 GX1485                          SUPERSEDED SURVEY CONTROL
 GX1485
 GX1485  NGVD 29 (??/??/92)  769.504  (m)         2524.61   (f) ADJ UNCH    1 2
 GX1485
 GX1485.Superseded values are not recommended for survey control.
 GX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1485.See file dsdata.txt to determine how the superseded data were derived.
 GX1485
 GX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB893244(NAD 83)
 GX1485_MARKER: DR = REFERENCE MARK DISK
 GX1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1485_STAMPING: CURVE NO 1 1963
 GX1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1485+STABILITY: SURFACE MOTION
 GX1485
 GX1485  HISTORY     - Date     Condition        Report By
 GX1485  HISTORY     - 1963     MONUMENTED       CGS
 GX1485  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1485
 GX1485                          STATION DESCRIPTION
 GX1485
 GX1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1485'2.4 MI NW FROM ROCKY GAP.
 GX1485'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM
 GX1485'THE POST OFFICE IN ROCKY GAP TO A DIM TRACK ROAD LEADING NORTHEAST,
 GX1485'TURN AND GO ABOUT 0.1 MILE NORTHEAST TO THE BOTTOM OF A STEEP
 GX1485'KNOLL, CONTINUE NORTHEAST UP THE STEEP KNOLL FOR 0.1 MILE THROUGH
 GX1485'HEAVY WOODED AREA THAT HAD BEEN CLEARED FOR A NARROW TRACK
 GX1485'ROAD TO THE STATION.  THE MARK IS SET IN THE TOP OF A CONCRETE
 GX1485'POST PROJECTING 4 INCHES ABOVE THE GROUND, 21.8 FEET NORTH OF
 GX1485'A STANDARD METAL WITNESS SIGN AND 21.61 FEET NORTH OF THE
 GX1485'STATION MARK.  THE MARK IS ABOUT 1 FOOT HIGHER THAN THE STATION
 GX1485'MARK.
 GX1485
 GX1485                          STATION RECOVERY (1984)
 GX1485
 GX1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1485'NOT RECOVERED, THE MARK APPEARS TO HAVE BEEN DESTROYED BY THE
 GX1485'CONSTRUCTION OF INTERSTATE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1487 ***********************************************************************
 GX1487  DESIGNATION -  CURVE RM 2
 GX1487  PID         -  GX1487
 GX1487  STATE/COUNTY-  VA/BLAND
 GX1487  USGS QUAD   -  PRINCETON (1976)
 GX1487
 GX1487                         *CURRENT SURVEY CONTROL
 GX1487  ___________________________________________________________________
 GX1487* NAD 83(1986)-  37 16 01.     (N)    081 07 12.     (W)     SCALED    
 GX1487* NAVD 88     -       767.788  (meters)    2518.98   (feet)  ADJUSTED  
 GX1487  ___________________________________________________________________
 GX1487  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX1487  DYNAMIC HT  -         767.114 (meters)    2516.77  (feet)  COMP
 GX1487  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GX1487
 GX1487  VERT ORDER  -  FIRST     CLASS II
 GX1487
 GX1487.The horizontal coordinates were scaled from a topographic map and have
 GX1487.an estimated accuracy of +/- 6 seconds.
 GX1487
 GX1487.The orthometric height was determined by differential leveling
 GX1487.and adjusted by the National Geodetic Survey in June 1991..
 GX1487
 GX1487.The geoid height was determined by GEOID03.
 GX1487
 GX1487.The dynamic height is computed by dividing the NAVD 88
 GX1487.geopotential number by the normal gravity value computed on the
 GX1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1487.degrees latitude (g = 980.6199 gals.).
 GX1487
 GX1487.The modeled gravity was interpolated from observed gravity values.
 GX1487
 GX1487;                    North         East    Units  Estimated Accuracy
 GX1487;SPC VA S     - 1,106,830.    3,267,650.      MT  (+/- 180 meters Scaled)
 GX1487
 GX1487                          SUPERSEDED SURVEY CONTROL
 GX1487
 GX1487  NGVD 29 (??/??/92)  767.894  (m)         2519.33   (f) ADJ UNCH    1 2
 GX1487
 GX1487.Superseded values are not recommended for survey control.
 GX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1487.See file dsdata.txt to determine how the superseded data were derived.
 GX1487
 GX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB893244(NAD 83)
 GX1487_MARKER: DR = REFERENCE MARK DISK
 GX1487_SETTING: 66 = SET IN ROCK OUTCROP
 GX1487_SP_SET: ROCK OUTCROP
 GX1487_STAMPING: CURVE NO 2 1963
 GX1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1487+STABILITY: POSITION/ELEVATION WELL
 GX1487
 GX1487  HISTORY     - Date     Condition        Report By
 GX1487  HISTORY     - 1963     MONUMENTED       CGS
 GX1487  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1487
 GX1487                          STATION DESCRIPTION
 GX1487
 GX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1487'2.4 MI NW FROM ROCKY GAP.
 GX1487'ABOUT 2.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM
 GX1487'THE POST OFFICE IN ROCKY GAP TO A DIM TRACK ROAD LEADING
 GX1487'NORTHEAST, TURN AND GO ABOUT 0.1 MILE NORTHEAST TO THE BOTTOM
 GX1487'OF A STEEP KNOLL, CONTINUE NORTHEAST UP THE STEEP KNOLL FOR
 GX1487'0.1 MILE THROUGH HEAVY WOODED AREA THAT HAS BEEN CLEARED FOR
 GX1487'A NARROW TRACK ROAD TO THE STATION.  THE MARK IS SET IN A DRILL
 GX1487'HOLE IN OUTCROPPING ROCK, ABOUT 2 FEET LOWER THAN THE STATION
 GX1487'MARK, 13 FEET SOUTHWEST OF A STANDARD METAL WITNESS SIGN AND
 GX1487'15.84 FEET WEST OF THE STATION MARK.
 GX1487
 GX1487                          STATION RECOVERY (1984)
 GX1487
 GX1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1487'NOT RECOVERED, THE MARK APPEARS TO HAVE BEEN DESTROYED BY THE
 GX1487'CONSTRUCTION OF INTERSTATE 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0952 ***********************************************************************
 FW0952  DESIGNATION -  CUSHMAN
 FW0952  PID         -  FW0952
 FW0952  STATE/COUNTY-  VA/NORTHAMPTON
 FW0952  USGS QUAD   -  TOWNSEND (1989)
 FW0952
 FW0952                         *CURRENT SURVEY CONTROL
 FW0952  ___________________________________________________________________
 FW0952* NAD 83(1993)-  37 09 32.04516(N)    075 54 34.22811(W)     ADJUSTED  
 FW0952* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0952  ___________________________________________________________________
 FW0952  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 FW0952  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FW0952
 FW0952  HORZ ORDER  -  THIRD
 FW0952
 FW0952.The horizontal coordinates were established by classical geodetic methods
 FW0952.and adjusted by the National Geodetic Survey in September 1995..
 FW0952
 FW0952.The orthometric height was scaled from a topographic map.
 FW0952
 FW0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0952
 FW0952.The geoid height was determined by GEOID03.
 FW0952
 FW0952;                    North         East     Units Scale Factor Converg.
 FW0952;SPC VA S     - 1,094,773.557 3,730,063.402   MT  0.99995199   +1 34 20.0
 FW0952;SPC VA S     - 3,591,769.58 12,237,716.34   sFT  0.99995199   +1 34 20.0
 FW0952;UTM  18      - 4,112,887.237   419,243.356   MT  0.99968034   -0 32 57.8
 FW0952
 FW0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0952!SPC VA S     -   1.00000573  x   0.99995199  =   0.99995772
 FW0952!UTM  18      -   1.00000573  x   0.99968034  =   0.99968607
 FW0952
 FW0952:                Primary Azimuth Mark                     Grid Az
 FW0952:SPC VA S     -  MINK ISLAND BAY N SHACK E GAB            064 14 04.8
 FW0952:UTM  18      -  MINK ISLAND BAY N SHACK E GAB            066 21 22.6
 FW0952
 FW0952|---------------------------------------------------------------------|
 FW0952| PID    Reference Object                     Distance      Geod. Az  |
 FW0952|                                                           dddmmss.s |
 FW0952| FW0914 MINK ISLAND BAY N SHACK E GAB       APPROX. 5.3 KM 0654824.8 |
 FW0952| FW0913 BLACK ROCK CHANNEL SOUTH SHACK      APPROX. 4.3 KM 0682117.7 |
 FW0952| DC7978 CUSHMAN RM 1                         49.506 METERS 11040     |
 FW0952| FW0966 SHACK ON SMITH ISLAND NE GABLE      APPROX. 3.8 KM 1470603.5 |
 FW0952| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 4.0 KM 1760747.7 |
 FW0952| FW0931 MAGOTHY BAY MIDDLE GROUND LT        APPROX. 4.2 KM 1894216.0 |
 FW0952| FW0962 MAGOTHY CHANNEL DAY BEACON 4        APPROX. 1.1 KM 2494415.2 |
 FW0952| FW0960 MAGOTHY BAY CHANNEL LIGHT 6         APPROX. 2.2 KM 3291938.9 |
 FW0952|---------------------------------------------------------------------|
 FW0952
 FW0952                          SUPERSEDED SURVEY CONTROL
 FW0952
 FW0952  NAD 83(1986)-  37 09 32.04697(N)    075 54 34.26420(W) AD(       ) 3
 FW0952  NAD 27      -  37 09 31.53600(N)    075 54 35.51800(W) AD(       ) 3
 FW0952
 FW0952.Superseded values are not recommended for survey control.
 FW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0952.See file dsdata.txt to determine how the superseded data were derived.
 FW0952
 FW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1924312887(NAD 83)
 FW0952_MARKER: DS = TRIANGULATION STATION DISK
 FW0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0952
 FW0952  HISTORY     - Date     Condition        Report By
 FW0952  HISTORY     - 1929     MONUMENTED       CGS
 FW0952  HISTORY     - 1933     GOOD             CGS
 FW0952  HISTORY     - 1934     GOOD             CGS
 FW0952  HISTORY     - 1942     GOOD             CGS
 FW0952  HISTORY     - 1953     GOOD             CGS
 FW0952  HISTORY     - 1959     GOOD             CGS
 FW0952  HISTORY     - 1960     GOOD             CGS
 FW0952  HISTORY     - 1962     GOOD             CGS
 FW0952
 FW0952                          STATION DESCRIPTION
 FW0952
 FW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (JS)
 FW0952'THIS STATION IS SITUATED ON THE SW TIP OF MOCKHORN ISLAND ON
 FW0952'THE ESTATE OF L.A. CUSHMAN.
 FW0952'
 FW0952'THERE IS A 3-FOOT CONCRETE RETAINING WALL ENCLOSING THIS
 FW0952'SECTION OF THE PROPERTY.  THE STATION IS ONE METER N OF THE
 FW0952'S WALL AND 34 METERS E OF THE DRAINAGE CANAL (ALMOST DRY
 FW0952'AT LOW WATER) RUNNING ABOUT NNE AND 49 METERS W OF THE E
 FW0952'WALL.  THE RESIDENCE AND FARM BUILDINGS ARE ABOUT 250 METERS
 FW0952'TO THE N.  THE REFERENCE MARK IS ON THE SE CORNER OF THE
 FW0952'RETAINING WALL.
 FW0952'
 FW0952'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FW0952'THE UNDERGROUND MARK IS A BLOCK
 FW0952'OF CONCRETE BELOW THE GROUND CONTAINING A GLASS BOTTLE.
 FW0952'
 FW0952'REFERENCE MARK IS A STANDARD DISK IN A CONCRETE WALL.
 FW0952
 FW0952                          STATION RECOVERY (1933)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0952'STATION RECOVERED AND FOUND IN GOOD CONDITION.  DESCRIPTION
 FW0952'ADEQUATE.
 FW0952
 FW0952                          STATION RECOVERY (1934)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JTC)
 FW0952'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0952'THE ORIGINAL DESCRIPTION IS ADEQUATE, BUT THE CONCRETE RETAINING
 FW0952'WALL ENCLOSING THE PROPERTY HAS BEEN DAMAGED IN PLACES BY
 FW0952'THE STORM OF AUGUST 1933 AND NOT REPAIRED AS YET.
 FW0952
 FW0952                          STATION RECOVERY (1942)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0952'THIS STATION IS LOCATED AT THE S END OF MOCKHORN ISLAND ON
 FW0952'THE CUSHMAN ESTATE.  THERE IS A 3- TO 5-FOOT CONCRETE RETAINING
 FW0952'WALL (SOME SECTIONS DAMAGED BY THE STORM OF AUGUST 1933)
 FW0952'ENCLOSING THIS SECTION OF THE PROPERTY.  THE STATION IS 1
 FW0952'METER N OF THE S WALL, ABOUT 34 METERS E OF THE DRAINAGE
 FW0952'CANAL, WHICH RUNS ABOUT NNE AND 49 METERS W OF THE E WALL.
 FW0952'THE RESIDENCE AND FARM BUILDINGS ARE ABOUT 250 METERS N OF
 FW0952'THE STATION.  THIS STATION IS A BRONZE DISK TRIANGULATION
 FW0952'STATION MARK, STAMPED CUSHMAN 1929, SET IN A 12-INCH SQUARE
 FW0952'CONCRETE MONUMENT, WHICH PROJECTS 14 INCHES ABOVE THE
 FW0952'GROUND.  THE STATION IS IN GOOD CONDITION.
 FW0952'
 FW0952'THE REFERENCE MARK IS LOCATED 49.506 METERS E OF THE STATION,
 FW0952'AND IS EMBEDDED ON THE SE CORNER OF THE RETAINING WALL.  THE
 FW0952'MARK IS A BRONZE DISK REFERENCE MARK WITH THE ARROW POINTING
 FW0952'TOWARD THE STATION, STAMPED CUSHMAN 1929, EMBEDDED IN THE
 FW0952'TOP OF THE CONCRETE RETAINING WALL, WHICH IS ABOUT 5 FEET
 FW0952'HIGH.  THE MARK IS IN GOOD CONDITION.
 FW0952
 FW0952                          STATION RECOVERY (1953)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0952'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 FW0952'THE 1942 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING
 FW0952'CHANGE--
 FW0952'
 FW0952'A DIKE HAS BEEN BUILT INSIDE THE DAMAGED RETAINING WALL, AND
 FW0952'THE STATION IS NOW BETWEEN THE DIKE AND THE WALL.
 FW0952'
 FW0952'IT IS BELIEVED THAT THE RETAINING WALL, IN WHICH REFERENCE
 FW0952'MARK 1 IS SET, WAS MOVED DURING THE 1933 STORM THAT DAMAGED
 FW0952'SO MUCH OF THIS WALL.
 FW0952'
 FW0952'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD IN THE
 FW0952'ORIGINAL DESCRIPTION.
 FW0952
 FW0952                          STATION RECOVERY (1959)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 FW0952'STATION RECOVERED AS DESCRIBED.  THE STATION MARK IS NOW FLUSH
 FW0952'WITH THE GROUND AND IS 0.85 METER N OF THE N EDGE OF THE S
 FW0952'RETAINING WALL AND 0.90 METERS E OF AN ABUTMENT PROJECTING
 FW0952'N FROM THE RETAINING WALL.
 FW0952'
 FW0952'THE REFERENCE MARK EMBEDDED IN THE RETAINING WALL WAS NOT
 FW0952'FOUND.
 FW0952
 FW0952                          STATION RECOVERY (1960)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0952'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 FW0952'AS DESCRIBED BY W.D.P. IN 1942.
 FW0952
 FW0952                          STATION RECOVERY (1962)
 FW0952
 FW0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0952'STATION WAS RECOVERED AS DESCRIBED IN 1942.  THE CORNER OF THE
 FW0952'WALL THAT THE REFERENCE IS IN IS TILTED ABOUT 15 DEGREES.
 FW0952'THE STATION MARK IS 3 FEET SOUTH OF A CGS WITNESS SIGN.  THE
 FW0952'STATE OF VIRGINIA NOW OWNES THE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0953 ***********************************************************************
 FW0953  DESIGNATION -  CUSHMANS HOUSE CENTER CHIMNEY
 FW0953  PID         -  FW0953
 FW0953  STATE/COUNTY-  VA/NORTHAMPTON
 FW0953  USGS QUAD   -  TOWNSEND (1989)
 FW0953
 FW0953                         *CURRENT SURVEY CONTROL
 FW0953  ___________________________________________________________________
 FW0953* NAD 83(1993)-  37 09 42.05456(N)    075 54 34.67102(W)     ADJUSTED  
 FW0953* NAVD 88     -                                                        
 FW0953  ___________________________________________________________________
 FW0953  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FW0953  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FW0953
 FW0953  HORZ ORDER  -  THIRD
 FW0953
 FW0953.The horizontal coordinates were established by classical geodetic methods
 FW0953.and adjusted by the National Geodetic Survey in September 1995..
 FW0953
 FW0953
 FW0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0953
 FW0953.The geoid height was determined by GEOID03.
 FW0953
 FW0953;                    North         East     Units Scale Factor Converg.
 FW0953;SPC VA S     - 1,095,081.696 3,730,044.012   MT  0.99995182   +1 34 19.8
 FW0953;SPC VA S     - 3,592,780.53 12,237,652.73   sFT  0.99995182   +1 34 19.8
 FW0953;UTM  18      - 4,113,195.798   419,235.390   MT  0.99968035   -0 32 58.2
 FW0953
 FW0953                          SUPERSEDED SURVEY CONTROL
 FW0953
 FW0953  NAD 83(1986)-  37 09 42.05596(N)    075 54 34.70764(W) AD(       ) 4
 FW0953  NAD 27      -  37 09 41.51000(N)    075 54 35.95000(W) AD(       ) 3
 FW0953
 FW0953.Superseded values are not recommended for survey control.
 FW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0953.See file dsdata.txt to determine how the superseded data were derived.
 FW0953
 FW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1923513196(NAD 83)
 FW0953_MARKER: 85 = CHIMNEY
 FW0953
 FW0953  HISTORY     - Date     Condition        Report By
 FW0953  HISTORY     - 1911     FIRST OBSERVED   CGS
 FW0953  HISTORY     - 1942     GOOD             CGS
 FW0953  HISTORY     - 1953     GOOD             CGS
 FW0953  HISTORY     - 1960     GOOD             CGS
 FW0953
 FW0953                          STATION DESCRIPTION
 FW0953
 FW0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0953'THIS STATION IS LOCATED AT THE S END OF MOCKHORN ISLAND ON THE
 FW0953'CUSHMAN ESTATE.  THERE IS A 3- TO 5-FOOT CONCRETE RETAINING WALL
 FW0953'(SECTIONS DAMAGED BY THE AUGUST STORM 1933) ENCLOSING THIS
 FW0953'SECTION OF THE ESTATE.  THIS STATION IS THE TALLEST OF THREE
 FW0953'CHIMNEYS AND IS IN THE CENTER OF THE HOUSE PROPER OF THE
 FW0953'CUSHMAN RESIDENCE.  THE OTHER TWO CHIMNEYS ARE ON THE ANNEX AND
 FW0953'WING RESPECTIVELY.  THE STATION IS IN GOOD CONDITION.
 FW0953'
 FW0953'IT IS ASSUMED THAT THIS CHIMNEY IS THE STATION, INASMUCH AS
 FW0953'THE DIRECTION READIG TAKEN WITH A SEXTANT BY OCCUPYING THE
 FW0953'TRIANGULATION STATION CUSHMAN 1929 CHECKED FAIRLY CLOSE WITH THE
 FW0953'DIRECTION GIVEN IN THE ORIGINAL DESCRIPTION FOR CUSHMAN 1929 WITH
 FW0953'CAPE CHARLES LIGHTHOUSE AS THE INITIAL.
 FW0953
 FW0953                          STATION RECOVERY (1953)
 FW0953
 FW0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0953'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 FW0953'IS ADEQUATE AND COMPLETE.
 FW0953
 FW0953                          STATION RECOVERY (1960)
 FW0953
 FW0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0953'THE STATION WAS RECOVERED AS DESCRIBED BY W.D.P. IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4812 ***********************************************************************
 GV4812  DESIGNATION -  CUSTIS
 GV4812  PID         -  GV4812
 GV4812  STATE/COUNTY-  VA/KING WILLIAM
 GV4812  USGS QUAD   -  WEST POINT (1986)
 GV4812
 GV4812                         *CURRENT SURVEY CONTROL
 GV4812  ___________________________________________________________________
 GV4812* NAD 83(1993)-  37 32 58.35837(N)    076 51 38.87603(W)     ADJUSTED  
 GV4812* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4812  ___________________________________________________________________
 GV4812  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 GV4812  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 GV4812
 GV4812  HORZ ORDER  -  THIRD
 GV4812
 GV4812.The horizontal coordinates were established by classical geodetic methods
 GV4812.and adjusted by the National Geodetic Survey in November 1994..
 GV4812
 GV4812.The orthometric height was scaled from a topographic map.
 GV4812
 GV4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4812
 GV4812.The geoid height was determined by GEOID03.
 GV4812
 GV4812;                    North         East     Units Scale Factor Converg.
 GV4812;SPC VA S     - 1,136,227.209 3,644,836.805   MT  0.99995043   +0 59 41.5
 GV4812;SPC VA S     - 3,727,772.10 11,958,102.08   sFT  0.99995043   +0 59 41.5
 GV4812;UTM  18      - 4,157,464.973   335,625.077   MT  0.99993282   -1 08 03.5
 GV4812
 GV4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4812!SPC VA S     -   1.00000531  x   0.99995043  =   0.99995574
 GV4812!UTM  18      -   1.00000531  x   0.99993282  =   0.99993813
 GV4812
 GV4812|---------------------------------------------------------------------|
 GV4812| PID    Reference Object                     Distance      Geod. Az  |
 GV4812|                                                           dddmmss.s |
 GV4812| DC6031 CUSTIS RM 1                          64.800 METERS 17646     |
 GV4812| DC6032 CUSTIS RM 2                          14.238 METERS 18944     |
 GV4812| GV4943 HOUSE NEAR STATION WEST N CHIM      APPROX. 1.8 KM 2325344.0 |
 GV4812| DC6033 CUSTIS RM 3                          16.659 METERS 34910     |
 GV4812|---------------------------------------------------------------------|
 GV4812
 GV4812                          SUPERSEDED SURVEY CONTROL
 GV4812
 GV4812  NAD 83(1986)-  37 32 58.35977(N)    076 51 38.89167(W) AD(       ) 3
 GV4812  NAD 27      -  37 32 57.83800(N)    076 51 40.03400(W) AD(       ) 3
 GV4812
 GV4812.Superseded values are not recommended for survey control.
 GV4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4812.See file dsdata.txt to determine how the superseded data were derived.
 GV4812
 GV4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3562557465(NAD 83)
 GV4812_MARKER: Z = SEE DESCRIPTION
 GV4812_SETTING: 0 = UNSPECIFIED SETTING
 GV4812
 GV4812  HISTORY     - Date     Condition        Report By
 GV4812  HISTORY     - 1911     MONUMENTED       CGS
 GV4812  HISTORY     - 1944     GOOD             CGS
 GV4812  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4812  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 GV4812
 GV4812                          STATION DESCRIPTION
 GV4812
 GV4812'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4812'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER GOING DOWN,
 GV4812'60 METERS ABOVE UPPER POINT OF MARSH WHICH IS IN FRONT OF THE
 GV4812'LEE CLUB HOUSE, 3 METERS BACK FROM THE EDGE OF A STABLE BANK
 GV4812'ON EDGE OF OLD FIELD, 4-1/2 FEET ABOVE HIGH WATER ON WHAT THE
 GV4812'OLD SKETCH CALLS THE CUSTIS FARMS.
 GV4812'
 GV4812'STATION IS MARKED BY CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4812'TRIANGULAR DEPRESSION.  SUBSURFACE MARK IS 1/2 PINT BOTTLE WITH
 GV4812'NOZZLE AS MARK.
 GV4812'
 GV4812'REFERENCE MARK NO. 1 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4812'SET AT LOWER CORNER OF THIS FIELD AT POINT OF MARSH 10 INCHES
 GV4812'FROM FENCE ON FIELD SIDE, 10 METERS BACK FROM RIVER AND
 GV4812'GRASS LINE, DISTANT 64.800 METERS ON A LINE 49 DEG 56 MIN 03.1
 GV4812'SEC TO RIGHT OF STATION THOR.
 GV4812'
 GV4812'REFERENCE MARK NO. 2 IS HEAD OF NAIL IN TRIANGLE CUT IN 8-INCH
 GV4812'SASSAFRAS TREE STANDING ON EDGE OF BANK DISTANT 14.238 METERS
 GV4812'ON LINE 62 DEG 53 MIN 56.9 SEC TO RIGHT OF LINE TO STATION
 GV4812'THOR.
 GV4812'
 GV4812'REFERENCE MARK NO. 3 IS HEAD OF NAIL IN CENTER OF A TRIANGLE
 GV4812'CUT ON AN OAK TREE 6 INCHES IN DIAMETER STANDING ON EDGE OF BANK,
 GV4812'DISTANT 16.659 METERS ON LINE 222 DEG 19 MIN 28.1 SEC TO RIGHT
 GV4812'OF LINE TO STATION THOR.
 GV4812
 GV4812                          STATION RECOVERY (1944)
 GV4812
 GV4812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4812'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE IN
 GV4812'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV4812
 GV4812                          STATION RECOVERY (1999)
 GV4812
 GV4812'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4812'MARK NOT FOUND.
 GV4812
 GV4812                          STATION RECOVERY (2003)
 GV4812
 GV4812'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 GV4812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0954 ***********************************************************************
 FW0954  DESIGNATION -  CUSTIS 1953
 FW0954  PID         -  FW0954
 FW0954  STATE/COUNTY-  VA/NORTHAMPTON
 FW0954  USGS QUAD   -  TOWNSEND (1989)
 FW0954
 FW0954                         *CURRENT SURVEY CONTROL
 FW0954  ___________________________________________________________________
 FW0954* NAD 83(1993)-  37 13 10.99588(N)    075 58 52.64285(W)     ADJUSTED  
 FW0954* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 FW0954  ___________________________________________________________________
 FW0954  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 FW0954  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FW0954
 FW0954  HORZ ORDER  -  THIRD
 FW0954
 FW0954.The horizontal coordinates were established by classical geodetic methods
 FW0954.and adjusted by the National Geodetic Survey in September 1995..
 FW0954
 FW0954.The orthometric height was scaled from a topographic map.
 FW0954
 FW0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0954
 FW0954.The geoid height was determined by GEOID03.
 FW0954
 FW0954;                    North         East     Units Scale Factor Converg.
 FW0954;SPC VA S     - 1,101,348.145 3,723,509.881   MT  0.99994871   +1 31 43.2
 FW0954;SPC VA S     - 3,613,339.71 12,216,215.33   sFT  0.99994871   +1 31 43.2
 FW0954;UTM  18      - 4,119,698.174   412,939.424   MT  0.99969337   -0 35 36.9
 FW0954
 FW0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0954!SPC VA S     -   1.00000444  x   0.99994871  =   0.99995315
 FW0954!UTM  18      -   1.00000444  x   0.99969337  =   0.99969781
 FW0954
 FW0954:                Primary Azimuth Mark                     Grid Az
 FW0954:SPC VA S     -  PARSONS 1953                             099 37 13.3
 FW0954:UTM  18      -  PARSONS 1953                             101 44 33.4
 FW0954
 FW0954|---------------------------------------------------------------------|
 FW0954| PID    Reference Object                     Distance      Geod. Az  |
 FW0954|                                                           dddmmss.s |
 FW0954| FW0965 PARSONS 1953                        APPROX. 0.6 KM 1010856.5 |
 FW0954| FW0983 WS 10 1953                          179.135 METERS 24603     |
 FW0954|---------------------------------------------------------------------|
 FW0954
 FW0954                          SUPERSEDED SURVEY CONTROL
 FW0954
 FW0954  NAD 83(1986)-  37 13 10.99857(N)    075 58 52.67991(W) AD(       ) 3
 FW0954  NAD 27      -  37 13 10.49500(N)    075 58 53.92600(W) AD(       ) 3
 FW0954
 FW0954.Superseded values are not recommended for survey control.
 FW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0954.See file dsdata.txt to determine how the superseded data were derived.
 FW0954
 FW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1293919698(NAD 83)
 FW0954_MARKER: DS = TRIANGULATION STATION DISK
 FW0954_SETTING: 0 = UNSPECIFIED SETTING
 FW0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0954
 FW0954  HISTORY     - Date     Condition        Report By
 FW0954  HISTORY     - 1953     MONUMENTED       CGS
 FW0954  HISTORY     - 1960     GOOD             CGS
 FW0954  HISTORY     - 1978     GOOD             NGS
 FW0954  HISTORY     - 1980     GOOD             NGS
 FW0954  HISTORY     - 1980     GOOD             NGS
 FW0954  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 FW0954
 FW0954                          STATION DESCRIPTION
 FW0954
 FW0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW0954'LOCATED ALONG VA. ROUTE 644 BETWEEN CHEAPSIDE AND DALBY
 FW0954'ON THE NORTH SIDE OF THE ROAD AT THE NORTHEAST CORNER OF THE
 FW0954'INTERSECTION WITH A FARM ROAD LEADING NORTH.
 FW0954'
 FW0954'MONUMENT IS 9.8 FT. S.E. OF A 16 INCH PINE.  26.8 FT. S.W.
 FW0954'OF A 12 INCH PINE.  17.7 FT. N. OF THE CENTERLINE OF ROAD.
 FW0954'31.9 FT. N.E. OF THE CENTERLINE OF INTERSECTION OF ROUTE
 FW0954'644 AND FARM ROAD NORTH AND 47.4 FT. EAST OF A 14 INCH PINE.
 FW0954'
 FW0954'STATION IS A PYRAMIDAL SHAPED CONCRETE MONUMENT, 3 FT. LONG,
 FW0954'12 INCHES SQUARE AT THE BOTTOM, 8 INCHES SQUARE AT THE TOP WITH
 FW0954'A STANDARD DISK CAST IN THE TOP AND STAMPED CUSTIS, 1953.
 FW0954'MONUMENT WAS SET FLUSH WITH THE TOP OF GROUND.
 FW0954'
 FW0954'TO REACH STATION FROM THE INTERSECTION OF U.S. 13 AND VA. 624
 FW0954'IN CAPEVILLE GO NORTH ON U.S. 13 FOR 1.0 MILES TO T JUNCTION
 FW0954'OF VA. 644 AND U.S. 13.  TURN WEST ON 644 AND GO 0.65 MILES
 FW0954'TO STATION ON RIGHT.
 FW0954
 FW0954                          STATION RECOVERY (1960)
 FW0954
 FW0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0954'STATION RECOVERED AS DESCRIBED BY J.C.S. IN 1953.  PRESENT
 FW0954'DESCRIPTION IS ADEQUATE.
 FW0954
 FW0954                          STATION RECOVERY (1978)
 FW0954
 FW0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEH)
 FW0954'CUSTIS 1953 RECOVERED IN GOOD CONDITION.
 FW0954'
 FW0954'MARK SHOULD BE RELOCATED DUE TO ROAD CONSTRUCTION THAT WILL DISTURB
 FW0954'IT.  (SEE VA. DEPT OF HIGHWAYS SR 644).
 FW0954'
 FW0954'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. NORTH OF CAPEVILLE
 FW0954'THEN WEST 0.65 MI. ON SR 644.
 FW0954
 FW0954                          STATION RECOVERY (1980)
 FW0954
 FW0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFH)
 FW0954'CUSTIS 1953 WAS RECOVERED IN GOOD CONDITION.
 FW0954'REQUEST IMMEDIATE ASSISTANCE TO MOVE MARK DUE TO CONSTRUCTION.
 FW0954'
 FW0954'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. NORTH OF CAPEVILLE
 FW0954'VA TO SR 644 1 MI WEST.
 FW0954
 FW0954                          STATION RECOVERY (1980)
 FW0954
 FW0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FW0954'STATION DESTROYED TO MAKE WAY FOR ROAD IMPROVEMENTS.
 FW0954'
 FW0954'STATION CUSTIS 2 1980 ESTABLISHED.
 FW0954
 FW0954                          STATION RECOVERY (2000)
 FW0954
 FW0954'RECOVERY NOTE BY US POWER SQUADRON 2000
 FW0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1214 ***********************************************************************
 FW1214  DESIGNATION -  CUSTIS 2
 FW1214  PID         -  FW1214
 FW1214  STATE/COUNTY-  VA/ACCOMACK
 FW1214  USGS QUAD   -  ACCOMAC (1979)
 FW1214
 FW1214                         *CURRENT SURVEY CONTROL
 FW1214  ___________________________________________________________________
 FW1214* NAD 83(1993)-  37 39 20.72995(N)    075 38 33.36615(W)     ADJUSTED  
 FW1214* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1214  ___________________________________________________________________
 FW1214  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 FW1214  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1214
 FW1214  HORZ ORDER  -  THIRD
 FW1214
 FW1214.The horizontal coordinates were established by classical geodetic methods
 FW1214.and adjusted by the National Geodetic Survey in November 1994..
 FW1214
 FW1214.The orthometric height was scaled from a topographic map.
 FW1214
 FW1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1214
 FW1214.The geoid height was determined by GEOID03.
 FW1214
 FW1214;                    North         East     Units Scale Factor Converg.
 FW1214;SPC VA S     - 1,150,573.239 3,752,091.866   MT  0.99995802   +1 44 03.2
 FW1214;SPC VA S     - 3,774,839.03 12,309,988.06   sFT  0.99995802   +1 44 03.2
 FW1214;UTM  18      - 4,167,815.998   443,318.276   MT  0.99963957   -0 23 33.3
 FW1214
 FW1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1214!SPC VA S     -   1.00000579  x   0.99995802  =   0.99996381
 FW1214!UTM  18      -   1.00000579  x   0.99963957  =   0.99964536
 FW1214
 FW1214:                Primary Azimuth Mark                     Grid Az
 FW1214:SPC VA S     -  JOYNES 2                                 027 17 35.3
 FW1214:UTM  18      -  JOYNES 2                                 029 25 11.8
 FW1214
 FW1214|---------------------------------------------------------------------|
 FW1214| PID    Reference Object                     Distance      Geod. Az  |
 FW1214|                                                           dddmmss.s |
 FW1214| FW0415 JOYNES 2                            APPROX. 5.3 KM 0290138.5 |
 FW1214| FW1185 ACCOMAC CLUB WINDMILL               APPROX. 7.5 KM 1714559.6 |
 FW1214| DC7979 CUSTIS 2 RM 1                       183.240 METERS 28037     |
 FW1214| DC7189 CUSTIS 2 RM 2                       172.850 METERS 30257     |
 FW1214|---------------------------------------------------------------------|
 FW1214
 FW1214                          SUPERSEDED SURVEY CONTROL
 FW1214
 FW1214  NAD 83(1993)-  37 39 20.73045(N)    075 38 33.39023(W) AD(       ) 3
 FW1214  NAD 83(1986)-  37 39 20.72881(N)    075 38 33.40365(W) AD(       ) 3
 FW1214  NAD 27      -  37 39 20.25867(N)    075 38 34.64832(W) AD(       ) 3
 FW1214
 FW1214.Superseded values are not recommended for survey control.
 FW1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1214.See file dsdata.txt to determine how the superseded data were derived.
 FW1214
 FW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4331867816(NAD 83)
 FW1214_MARKER: B = BOLT
 FW1214_SETTING: 0 = UNSPECIFIED SETTING
 FW1214
 FW1214  HISTORY     - Date     Condition        Report By
 FW1214  HISTORY     - 1909     MONUMENTED       CGS
 FW1214  HISTORY     - 1933     SEE DESCRIPTION  CGS
 FW1214
 FW1214                          STATION DESCRIPTION
 FW1214
 FW1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW1214'THIS STATION IS ON A POINT OF MARSH AT THE NE CORNER OF FLOYDS
 FW1214'BAY (LOCALLY KNOWN AS BURTONS BAY).  IT IS 17 PACES E OF THE
 FW1214'WATER LINE AND 20 PACES S OF THE WATER LINE.  THIS STATION HAD
 FW1214'TO BE SET OUT IN THE MARSH IN ORDER TO SEE JOYNES 2.  IT IS
 FW1214'PROBABLY VERY NEAR THE OLD STATION (CUSTIS 1849) IF THE MARSH
 FW1214'HAS NOT BEEN WASHED AWAY.
 FW1214'
 FW1214'A BOX 15 INCHES SQUARE AND 18 INCHES DEEP WAS SUNK IN THE
 FW1214'MARSH WITH ITS TOP ABOUT 3 INCHES ABOVE THE SURFACE AND A
 FW1214'COPPER TRIANGULATION BOLT WAS SET IN IT.  THIS IS COVERED AT
 FW1214'HIGH WATER AND A PLATFORM HAD TO BE BUILT FOR THE OBSERVER TO
 FW1214'STAND ON.
 FW1214'
 FW1214'REFERENCE MARK NO. 1 IS A ROUND CEMENT POST NEAR FENCE ON HARD
 FW1214'LAND AND IN LINE TO CHIMNEY OF FARMHOUSE.
 FW1214'
 FW1214'REFERENCE MARK NO. 2 IS SQUARE CEMENT POST NEAR FENCE 66.73
 FW1214'METERS N OF REFERENCE MARK NO. 1.  THE DISTANCES TO THE STATION
 FW1214'WERE DETERMINED BY MEASURING THE ANGLES AT STATION AND THE
 FW1214'REFERENCE MARKS.
 FW1214
 FW1214                          STATION RECOVERY (1933)
 FW1214
 FW1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1214'TRIANGULATION STATION AND TWO REFERENCE MARKS ALL FOUND BUT
 FW1214'ALL BROKEN AND DISLODGED.  TRIANGULATION STATION LOST.  CUSTIS
 FW1214'3 ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1215 ***********************************************************************
 FW1215  DESIGNATION -  CUSTIS 3 RESET
 FW1215  PID         -  FW1215
 FW1215  STATE/COUNTY-  VA/ACCOMACK
 FW1215  USGS QUAD   -  ACCOMAC (1979)
 FW1215
 FW1215                         *CURRENT SURVEY CONTROL
 FW1215  ___________________________________________________________________
 FW1215* NAD 83(1993)-  37 39 21.17427(N)    075 38 33.88164(W)     ADJUSTED  
 FW1215* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1215  ___________________________________________________________________
 FW1215  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 FW1215  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1215
 FW1215  HORZ ORDER  -  THIRD
 FW1215
 FW1215.The horizontal coordinates were established by classical geodetic methods
 FW1215.and adjusted by the National Geodetic Survey in November 1994..
 FW1215
 FW1215.The orthometric height was scaled from a topographic map.
 FW1215
 FW1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1215
 FW1215.The geoid height was determined by GEOID03.
 FW1215
 FW1215;                    North         East     Units Scale Factor Converg.
 FW1215;SPC VA S     - 1,150,586.548 3,752,078.822   MT  0.99995803   +1 44 02.9
 FW1215;SPC VA S     - 3,774,882.70 12,309,945.27   sFT  0.99995803   +1 44 02.9
 FW1215;UTM  18      - 4,167,829.778   443,305.739   MT  0.99963959   -0 23 33.6
 FW1215
 FW1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1215!SPC VA S     -   1.00000564  x   0.99995803  =   0.99996366
 FW1215!UTM  18      -   1.00000564  x   0.99963959  =   0.99964522
 FW1215
 FW1215|---------------------------------------------------------------------|
 FW1215| PID    Reference Object                     Distance      Geod. Az  |
 FW1215|                                                           dddmmss.s |
 FW1215| DC7191 CUSTIS 3 RM 2                        21.100 METERS 00428     |
 FW1215| FW0416 JOYNES 2 RM 3                       APPROX. 5.3 KM 0293200.6 |
 FW1215| FW1156 METOMKIN ISLAND COAST GUARD         APPROX. 6.1 KM 0610203.0 |
 FW1215| FW1213 CHINCOTEAGUE HOG IS BEACON 13       APPROX. 0.9 KM 1190418.5 |
 FW1215| FW1186 ACCOMAC FISHING CLUB SW CHIM        APPROX. 7.5 KM 1715359.8 |
 FW1215| FW1209 WACHAPREAGUE IN FINNEY CR LT        APPROX. 5.6 KM 1821227.4 |
 FW1215| FW1197 HAULOVER 2                          APPROX. 4.9 KM 2113302.2 |
 FW1215| DC7190 CUSTIS 3 RM 1                        20.060 METERS 24224     |
 FW1215|---------------------------------------------------------------------|
 FW1215
 FW1215                          SUPERSEDED SURVEY CONTROL
 FW1215
 FW1215  NAD 83(1993)-  37 39 21.17477(N)    075 38 33.90568(W) AD(       ) 3
 FW1215  NAD 83(1986)-  37 39 21.17320(N)    075 38 33.91904(W) AD(       ) 3
 FW1215  NAD 27      -  37 39 20.70386(N)    075 38 35.16288(W) AD(       ) 3
 FW1215
 FW1215.Superseded values are not recommended for survey control.
 FW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1215.See file dsdata.txt to determine how the superseded data were derived.
 FW1215
 FW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4330667830(NAD 83)
 FW1215_MARKER: DS = TRIANGULATION STATION DISK
 FW1215_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1215_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1215
 FW1215  HISTORY     - Date     Condition        Report By
 FW1215  HISTORY     - 1933     MONUMENTED       CGS
 FW1215  HISTORY     - 1934     GOOD             VACF
 FW1215  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FW1215  HISTORY     - 1942     GOOD             CGS
 FW1215  HISTORY     - 1951     SEE DESCRIPTION  CGS
 FW1215  HISTORY     - 1957     MARK NOT FOUND   USGS
 FW1215  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1215
 FW1215                          STATION DESCRIPTION
 FW1215
 FW1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1215'STATION IS LOCATED ON A POINT OF MARSH AT THE NE CORNER OF
 FW1215'FLOYDS OR BURTONS BAY.  IT IS ABOUT 20 PACES W OF HIGH WATER.
 FW1215'STATION IS ABOUT 10 METERS W OF THE OLD STATION MARK WHICH WAS
 FW1215'FOUND DISTURBED AND IN THE WATER.
 FW1215'
 FW1215'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE
 FW1215'DISKS SET IN CONCRETE IN THE TOP OF TILE AS DESCRIBED IN NOTES
 FW1215'6A AND 13A.
 FW1215'
 FW1215'TO REACH STATION GO TO TOWN OF DAUGHERTY AND TURN E AT THE
 FW1215'FIRST ROAD S OF THE GENERAL STORE.  FOLLOW THIS ROAD TO THE
 FW1215'OLD CUSTIS FARM AND DRIVE TO A WIRE FENCE.  STATION IS IN THE
 FW1215'MARSH ABOUT 100 YARDS E OF THIS FENCE.
 FW1215'
 FW1215'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 FW1215
 FW1215                          STATION RECOVERY (1934)
 FW1215
 FW1215'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1934
 FW1215'MARKER AND SIGNAL IN GOOD SHAPE.
 FW1215
 FW1215                          STATION RECOVERY (1934)
 FW1215
 FW1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1215'STATION AND REFERENCE MARKS RECOVERED.  THE STATION MARK WAS
 FW1215'FOUND BADLY CRACKED AND THE CONCRETE CRUMBLING.  A NEW STATION
 FW1215'MARK, MARKED, AS DESCRIBED IN NOTES 6A AND 6C, BY A STANDARD
 FW1215'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE, WAS SET IN
 FW1215'THE SAME SPOT AS THE OLD.  THE STATION DISK IS STAMPED CUSTIS 3,
 FW1215'1933.
 FW1215'
 FW1215'STATION IS LOCATED ON THE MAINLAND AT THE NW CORNER OF FLOYDS
 FW1215'OR BURTONS BAY ABOUT 3 MILES SE OF THE TOWN OF DAUGHERTY,
 FW1215'VIRGINIA, AND ABOUT 400 METERS ALONG THE SHORE IN A NE DIRECTION
 FW1215'FROM THE MOUTH OF BULLS BRANCH, A SMALL CREEK RUNNING INLAND
 FW1215'FROM THE BAY.  IT IS SET IN THE MARSH ABOUT 10 METERS BACK FROM
 FW1215'THE HIGH-WATER LINE AND ABOUT 100 YARDS E OF A WIRE FENCE
 FW1215'SEPARATING A CULTIVATED FIELD FROM THE MARSHLAND.  THE STATION
 FW1215'IS ON THE OLD CUSTIS FARM, AND CAN BE REACHED BY EITHER LAND
 FW1215'OR WATER.  BY LAND GO TO THE TOWN OF DAUGHERTY, TURN E ON THE
 FW1215'FIRST ROAD S OF THE GENERAL STORE, AND FOLLOW THIS ROAD TO
 FW1215'OLD CUSTIS FARM AND FLOYDS BAY.
 FW1215
 FW1215                          STATION RECOVERY (1942)
 FW1215
 FW1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1215'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW1215'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY PUBLICATION
 FW1215'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW1215'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW1215'
 FW1215'(1) STATION IS 0.5 METER OFFSHORE, NOT 10 METERS BACK FROM
 FW1215'HIGH WATER.
 FW1215'
 FW1215'(2) STATION DISK IS STAMPED CUSTIS 1933, NOT CUSTIS 3, 1933.
 FW1215'
 FW1215'THE STATION IS LOCATED ON THE MAINLAND AT THE NW CORNER OF
 FW1215'FLOYDS OR BURTONS BAY, ABOUT 3 MILES SE OF THE TOWN OF DAUGHERTY,
 FW1215'VIRGINIA, AND ABOUT 400 METERS NE ALONG THE SHORE FROM THE
 FW1215'MOUTH OF BULLS BRANCH, A SMALL CREEK RUNNING INLAND FROM THE
 FW1215'BAY.  THE STATION IS NOW 5 METERS SE OF MEAN HIGH WATER IN
 FW1215'THE WATER, 8 METERS N OF A PROMINENT POINT OF MARSH, 12 METERS
 FW1215'SW FROM A PROMINENT POINT OF MARSH, AND AT HIGH TIDE THE TOP
 FW1215'OF THE STATION IS BARELY VISIBLE.  THE STATION IS A BRONZE
 FW1215'DISK TRIANGULATION STATION MARK, STAMPED CUSTIS 1933, SET IN
 FW1215'THE TOP OF A 12-INCH TILE.  THE TILE IS CRACKED AND IS
 FW1215'UNSUPPORTED BUT STILL STANDING IN PLACE.  THIS STATION WILL SOON
 FW1215'BE DESTROYED.
 FW1215'
 FW1215'REFERENCE MARKS NOS. 1 AND 2 WERE FOUND DESTROYED.  THE DISKS WERE
 FW1215'FOUND LYING ON THE GROUND.
 FW1215
 FW1215                          STATION RECOVERY (1951)
 FW1215
 FW1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 FW1215'STATION IS DESTROYED.  THE CONCRETE AND TILE BASE WAS LOCATED
 FW1215'IN WATER 30 FEET FROM MEAN HIGH-WATER LINE IN A DISINTEGRATED
 FW1215'CONDITION.  A BRONZE DISK STAMPED CUSTIS, 1933 WAS FOUND IN
 FW1215'THE MARSH.
 FW1215
 FW1215                          STATION RECOVERY (1957)
 FW1215
 FW1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FW1215'STATION NOT FOUND.  SHORELINE ERODED INLAND AT THIS POINT.
 FW1215'PLANE TABLE STADIA POSITION PLACES STATION IN WATER.
 FW1215
 FW1215                          STATION RECOVERY (1958)
 FW1215
 FW1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1215'STATION SEARCHED FOR AND WAS NOT FOUND.
 FW1215'
 FW1215'THE PROPERTY OWNER MR. ROBERT VALENTINE REPORTED THAT THE MARK
 FW1215'HAD BEEN WASHED OUT AND IS NOW ABOUT 100 FEET OFF SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1216 ***********************************************************************
 FW1216  DESIGNATION -  CUSTIS 4
 FW1216  PID         -  FW1216
 FW1216  STATE/COUNTY-  VA/ACCOMACK
 FW1216  USGS QUAD   -  ACCOMAC (1979)
 FW1216
 FW1216                         *CURRENT SURVEY CONTROL
 FW1216  ___________________________________________________________________
 FW1216* NAD 83(1993)-  37 39 30.29353(N)    075 38 30.25981(W)     ADJUSTED  
 FW1216* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1216  ___________________________________________________________________
 FW1216  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FW1216  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1216
 FW1216  HORZ ORDER  -  SECOND
 FW1216
 FW1216.The horizontal coordinates were established by classical geodetic methods
 FW1216.and adjusted by the National Geodetic Survey in November 1994..
 FW1216
 FW1216.The orthometric height was scaled from a topographic map.
 FW1216
 FW1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1216
 FW1216.The geoid height was determined by GEOID03.
 FW1216
 FW1216;                    North         East     Units Scale Factor Converg.
 FW1216;SPC VA S     - 1,150,870.247 3,752,159.043   MT  0.99995825   +1 44 05.1
 FW1216;SPC VA S     - 3,775,813.47 12,310,208.46   sFT  0.99995825   +1 44 05.1
 FW1216;UTM  18      - 4,168,110.215   443,396.404   MT  0.99963946   -0 23 31.5
 FW1216
 FW1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1216!SPC VA S     -   1.00000563  x   0.99995825  =   0.99996388
 FW1216!UTM  18      -   1.00000563  x   0.99963946  =   0.99964509
 FW1216
 FW1216:                Primary Azimuth Mark                     Grid Az
 FW1216:SPC VA S     -  METOMKIN INLET CG LOOKOUT TWR            067 33 26.4
 FW1216:UTM  18      -  METOMKIN INLET CG LOOKOUT TWR            069 41 03.0
 FW1216
 FW1216|---------------------------------------------------------------------|
 FW1216| PID    Reference Object                     Distance      Geod. Az  |
 FW1216|                                                           dddmmss.s |
 FW1216| FW1167 METOMKIN INLET CG LOOKOUT TWR       APPROX. 4.5 KM 0691731.5 |
 FW1216| FW1217 CUSTIS 4 RM 1                        76.453 METERS 10740     |
 FW1216| DC7192 CUSTIS 4 RM 2                        34.878 METERS 20333     |
 FW1216|---------------------------------------------------------------------|
 FW1216
 FW1216                          SUPERSEDED SURVEY CONTROL
 FW1216
 FW1216  NAD 83(1993)-  37 39 30.29412(N)    075 38 30.28243(W) AD(       ) 2
 FW1216  NAD 83(1986)-  37 39 30.29212(N)    075 38 30.29724(W) AD(       ) 2
 FW1216  NAD 27      -  37 39 29.81393(N)    075 38 31.54588(W) AD(       ) 2
 FW1216
 FW1216.Superseded values are not recommended for survey control.
 FW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1216.See file dsdata.txt to determine how the superseded data were derived.
 FW1216
 FW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4339668110(NAD 83)
 FW1216_MARKER: DS = TRIANGULATION STATION DISK
 FW1216_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1216_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1216
 FW1216  HISTORY     - Date     Condition        Report By
 FW1216  HISTORY     - 1959     MONUMENTED       CGS
 FW1216  HISTORY     - 1961     GOOD             CGS
 FW1216  HISTORY     - 1962     GOOD             CGS
 FW1216
 FW1216                          STATION DESCRIPTION
 FW1216
 FW1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW1216'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF WACHAPREAGUE,
 FW1216'4-1/2 MILES SOUTHEAST OF ACCOMIC AND ON THE EAST EDGE OF SOME
 FW1216'PINE TREES.  THE STATION IS ON PROPERTY OWNED AND OCCUPIED BY
 FW1216'MR. ROBERT VALENTINE.
 FW1216'
 FW1216'TO REACH FROM THE COUNTY COURTHOUSE IN ACCOMAC, GO SOUTHWEST
 FW1216'ON U.S. HIGHWAY NO. 13 FOR 0.2 MILE TO SIDE ROAD LEFT (COUNTY
 FW1216'ROAD NO. 605).  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD 605
 FW1216'FOR 0.6 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON
 FW1216'BLACKTOP ROAD FOR 1.4 MILES TO SIDE ROAD LEFT JUST AFTER
 FW1216'PASSING THE FOX GROCERY STORE.  TURN LEFT ON BLACKTOP ROAD
 FW1216'AND GO EASTERLY FOR 0.7 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 FW1216'SOUTHEAST ON SAND ROAD FOR 0.95 MILE TO FORK.  TAKE LEFT FORK
 FW1216'AND GO SOUTH ON SAND ROAD FOR 0.65 MILE TO THE POINT WHERE
 FW1216'THE ROAD TURNS LEFT AT THE HOME OF MR. ROBERT VALENTINE.
 FW1216'TURN LEFT AND GO EAST ON FARM ROAD FOR 0.35 MILE TO SIDE
 FW1216'ROAD RIGHT.  CONTINUE EAST 0.3 MILE TO THE EDGE OF WOODS.
 FW1216'TURN RIGHT AND GO SOUTH ALONG THE EAST EDGE OF FIELD FOR
 FW1216'0.45 MILE TO A 16-INCH TRIANGLE BLAZED PINE TREE AND END OF
 FW1216'TRUCK TRAVEL.  PACK EAST ABOUT 100 FEET TO THE EDGE OF THE
 FW1216'MARSH.  TURN LEFT AND GO ABOUT 200 FEET TO A SMALL RIDGE
 FW1216'THAT EXTENDS INTO THE MARSH AND STATION.
 FW1216'
 FW1216'STATION MARK, A STANDARD DISK STAMPED CUSTIS 4 1959, IS SET IN
 FW1216'CONCRETE AT THE CENTER OF A 12 INCH TERRACOTTA PIPE WHICH IS
 FW1216'SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 6 INCHES.  IT IS
 FW1216'ABOUT 600 FEET WEST OF THE WEST EDGE OF A BAY, ABOUT 250 FEET
 FW1216'NORTHEAST OF A 16-INCH TRIANGLE BLAZED PINE TREE AND ON A
 FW1216'SMALL RIDGE THAT EXTENDS INTO THE MARSH.  A STANDARD WITNESS
 FW1216'POST WAS SET 4 FEET SOUTHEAST OF THE STATION.  NO UNDERGROUND
 FW1216'MARK WAS SET.
 FW1216'
 FW1216'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUSTIS 4 NO 1
 FW1216'1959, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH TERRACOTTA
 FW1216'PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS
 FW1216'6 INCHES.  IT IS ABOUT 300 FEET EAST OF THE EAST EDGE OF A
 FW1216'ROW OF PINE TREES.
 FW1216'
 FW1216'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUSTIS 4 NO. 2
 FW1216'1959, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH TERRACOTTA
 FW1216'PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS
 FW1216'6 INCHES.  IT IS ABOUT 50 FEET EAST OF THE EAST EDGE OF A ROW
 FW1216'OF PINE TREES.
 FW1216'
 FW1216'NO AZIMUTH MARK WAS SET.
 FW1216
 FW1216                          STATION RECOVERY (1961)
 FW1216
 FW1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1216'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FW1216'IN GOOD CONDITION.  THE 1959 DESCRIPTION BY W.E.R. IS ADEQUATE
 FW1216'AND COMPLETE.
 FW1216'
 FW1216'THE FOLLOWING OBSERVATIONS WERE MADE FROM THE STATION.
 FW1216
 FW1216                          STATION RECOVERY (1962)
 FW1216
 FW1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1216'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 FW1216'AND FOUND TO BE IN GOOD CONDITION.
 FW1216'
 FW1216'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FW1216'EXCEPTIONS--
 FW1216'
 FW1216'THE REFERENCE MARK IS ABOUT 50 FEET EAST OF THE BRUSH LINE
 FW1216'INSTEAD OF 50 FEET EAST OF A ROW OF PINE TREES.
 FW1216'
 FW1216'ALL MARKS ARE IN EXCELLENT CONDITION.  THE STATION IS ADEQUATELY
 FW1216'DESCRIBED AND THE TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1217 ***********************************************************************
 FW1217  DESIGNATION -  CUSTIS 4 RM 1
 FW1217  PID         -  FW1217
 FW1217  STATE/COUNTY-  VA/ACCOMACK
 FW1217  USGS QUAD   -  ACCOMAC (1979)
 FW1217
 FW1217                         *CURRENT SURVEY CONTROL
 FW1217  ___________________________________________________________________
 FW1217* NAD 83(1993)-  37 39 29.54064(N)    075 38 27.28786(W)     ADJUSTED  
 FW1217* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1217  ___________________________________________________________________
 FW1217  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FW1217  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 FW1217
 FW1217  HORZ ORDER  -  SECOND
 FW1217
 FW1217.The horizontal coordinates were established by classical geodetic methods
 FW1217.and adjusted by the National Geodetic Survey in November 1994..
 FW1217
 FW1217.The orthometric height was scaled from a topographic map.
 FW1217
 FW1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1217
 FW1217.The geoid height was determined by GEOID03.
 FW1217
 FW1217;                    North         East     Units Scale Factor Converg.
 FW1217;SPC VA S     - 1,150,849.252 3,752,232.554   MT  0.99995824   +1 44 06.9
 FW1217;SPC VA S     - 3,775,744.59 12,310,449.64   sFT  0.99995824   +1 44 06.9
 FW1217;UTM  18      - 4,168,086.513   443,469.062   MT  0.99963936   -0 23 29.7
 FW1217
 FW1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1217!SPC VA S     -   1.00000564  x   0.99995824  =   0.99996387
 FW1217!UTM  18      -   1.00000564  x   0.99963936  =   0.99964499
 FW1217
 FW1217:                Primary Azimuth Mark                     Grid Az
 FW1217:SPC VA S     -  METOMKIN INLET CG LOOKOUT TWR            066 56 27.2
 FW1217:UTM  18      -  METOMKIN INLET CG LOOKOUT TWR            069 04 03.8
 FW1217
 FW1217|---------------------------------------------------------------------|
 FW1217| PID    Reference Object                     Distance      Geod. Az  |
 FW1217|                                                           dddmmss.s |
 FW1217| FW1167 METOMKIN INLET CG LOOKOUT TWR       APPROX. 4.4 KM 0684034.1 |
 FW1217| DC7192 CUSTIS 4 RM 2                        87.231 METERS 26414     |
 FW1217| FW1216 CUSTIS 4                             76.453 METERS 28740     |
 FW1217|---------------------------------------------------------------------|
 FW1217
 FW1217                          SUPERSEDED SURVEY CONTROL
 FW1217
 FW1217  NAD 83(1993)-  37 39 29.54120(N)    075 38 27.31049(W) AD(       ) 2
 FW1217  NAD 83(1986)-  37 39 29.53925(N)    075 38 27.32533(W) AD(       ) 2
 FW1217  NAD 27      -  37 39 29.06106(N)    075 38 28.57402(W) AD(       ) 2
 FW1217
 FW1217.Superseded values are not recommended for survey control.
 FW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1217.See file dsdata.txt to determine how the superseded data were derived.
 FW1217
 FW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4346968087(NAD 83)
 FW1217_MARKER: DR = REFERENCE MARK DISK
 FW1217_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1217_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1217
 FW1217  HISTORY     - Date     Condition        Report By
 FW1217  HISTORY     - 1959     MONUMENTED       CGS
 FW1217
 FW1217                          STATION DESCRIPTION
 FW1217
 FW1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW1217'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUSTIS 4 NO 1
 FW1217'1959, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH TERRACOTTA
 FW1217'PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS
 FW1217'6 INCHES.  IT IS ABOUT 300 FEET EAST OF THE EAST EDGE OF A
 FW1217'ROW OF PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5142 ***********************************************************************
 GV5142  DESIGNATION -  CUT
 GV5142  PID         -  GV5142
 GV5142  STATE/COUNTY-  VA/NEW KENT
 GV5142  USGS QUAD   -  TUNSTALL (1984)
 GV5142
 GV5142                         *CURRENT SURVEY CONTROL
 GV5142  ___________________________________________________________________
 GV5142* NAD 83(1993)-  37 33 40.95167(N)    077 00 18.45358(W)     ADJUSTED  
 GV5142* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5142  ___________________________________________________________________
 GV5142  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 GV5142  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 GV5142
 GV5142  HORZ ORDER  -  THIRD
 GV5142
 GV5142.The horizontal coordinates were established by classical geodetic methods
 GV5142.and adjusted by the National Geodetic Survey in November 1994..
 GV5142
 GV5142.The orthometric height was scaled from a topographic map.
 GV5142
 GV5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5142
 GV5142.The geoid height was determined by GEOID03.
 GV5142
 GV5142;                    North         East     Units Scale Factor Converg.
 GV5142;SPC VA S     - 1,137,328.448 3,632,064.653   MT  0.99995111   +0 54 26.2
 GV5142;SPC VA S     - 3,731,385.08 11,916,198.78   sFT  0.99995111   +0 54 26.2
 GV5142;UTM  18      - 4,159,040.068   322,902.559   MT  0.99998633   -1 13 21.6
 GV5142
 GV5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5142!SPC VA S     -   1.00000524  x   0.99995111  =   0.99995635
 GV5142!UTM  18      -   1.00000524  x   0.99998633  =   0.99999157
 GV5142
 GV5142|---------------------------------------------------------------------|
 GV5142| PID    Reference Object                     Distance      Geod. Az  |
 GV5142|                                                           dddmmss.s |
 GV5142| DC5271 CUT RM 1                              2.139 METERS 05049     |
 GV5142| DC5272 CUT RM 2                              1.191 METERS 13657     |
 GV5142| DC5273 CUT RM 3                              3.897 METERS 24919     |
 GV5142| GV5165 HORNET                              APPROX. 0.8 KM 2810739.4 |
 GV5142| GV5211 SKIN 1912                           251.050 METERS 35613     |
 GV5142|---------------------------------------------------------------------|
 GV5142
 GV5142                          SUPERSEDED SURVEY CONTROL
 GV5142
 GV5142  NAD 83(1986)-  37 33 40.95299(N)    077 00 18.46962(W) AD(       ) 3
 GV5142  NAD 27      -  37 33 40.42900(N)    077 00 19.54700(W) AD(       ) 3
 GV5142
 GV5142.Superseded values are not recommended for survey control.
 GV5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5142.See file dsdata.txt to determine how the superseded data were derived.
 GV5142
 GV5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2290359040(NAD 83)
 GV5142_MARKER: P = PIPE CAP
 GV5142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5142_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5142
 GV5142  HISTORY     - Date     Condition        Report By
 GV5142  HISTORY     - 1912     MONUMENTED       CGS
 GV5142  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV5142  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5142  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5142  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5142
 GV5142                          STATION DESCRIPTION
 GV5142
 GV5142'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5142'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING
 GV5142'ABOUT 3/4 MILE BELOW CLUBHOUSE ROCK HAWK, IN CENTER OF WOODED
 GV5142'POINT ABOUT 20 METERS BACK FROM RIVER, 4 METERS N OF THE MARSH
 GV5142'IN REAR, AND ABOUT 20 METERS W OF HUNTERS SHANTY, 8 FEET BY 15
 GV5142'FEET ON FLAT GROUND, ABOUT 8 INCHES ABOVE ORDINARY HIGH WATER.
 GV5142'
 GV5142'STATION IS MARKED BY A 3-INCH IRON PIPE 3 FEET LONG, FILLED
 GV5142'WITH AND SET IN CEMENT, STANDING 2 INCHES ABOVE THE SURFACE,
 GV5142'SURMOUNTED BY A BRASS CAP SCREWED ON BEARING SMALL TRIANGLE
 GV5142'FOR CENTER AND LEGEND.
 GV5142'
 GV5142'REFERENCE MARK NO. 1 IS SPIKE IN TRIANGLE CUT ON 14-INCH
 GV5142'MAPLE, DISTANT 2.139 METERS ON LINE 129 DEG 40 MIN 54 SEC TO
 GV5142'RIGHT OF LINE TO STATION HORNET.
 GV5142'
 GV5142'REFERENCE MARK NO. 2 IS SPIKE IN TRIANGLE CUT ON 10-INCH
 GV5142'BLACK GUM, DISTANT 1.191 METERS ON LINE 215 DEG 49 MIN 09 SEC
 GV5142'TO RIGHT OF LINE TO STATION HORNET.
 GV5142'
 GV5142'REFERENCE MARK NO. 3 IS SPIKE TRIANGLE CUT ON 8-INCH BLACK
 GV5142'GUM, DISTANT 3.899 METERS ON LINE 328 DEG 10 MIN 51 SEC TO
 GV5142'RIGHT OF LINE TO STATION HORNET.
 GV5142
 GV5142                          STATION RECOVERY (1944)
 GV5142
 GV5142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV5142'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  IT IS RECOMMENDED
 GV5142'THAT THE STATION BE CLASSIFIED AS LOST.
 GV5142
 GV5142                          STATION RECOVERY (2000)
 GV5142
 GV5142'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5142'MARK NOT FOUND.
 GV5142
 GV5142                          STATION RECOVERY (2001)
 GV5142
 GV5142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5142
 GV5142                          STATION RECOVERY (2005)
 GV5142
 GV5142'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3562 ***********************************************************************
 HV3562  DESIGNATION -  CUT 1913
 HV3562  PID         -  HV3562
 HV3562  STATE/COUNTY-  VA/ARLINGTON
 HV3562  USGS QUAD   -  WASHINGTON WEST (1983)
 HV3562
 HV3562                         *CURRENT SURVEY CONTROL
 HV3562  ___________________________________________________________________
 HV3562* NAD 83(1993)-  38 54 08.52083(N)    077 04 41.69717(W)     ADJUSTED  
 HV3562* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV3562  ___________________________________________________________________
 HV3562  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HV3562  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV3562
 HV3562  HORZ ORDER  -  THIRD
 HV3562
 HV3562.The horizontal coordinates were established by classical geodetic methods
 HV3562.and adjusted by the National Geodetic Survey in November 1994..
 HV3562
 HV3562.The orthometric height was scaled from a topographic map.
 HV3562
 HV3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3562
 HV3562.The geoid height was determined by GEOID03.
 HV3562
 HV3562;                    North         East     Units Scale Factor Converg.
 HV3562;SPC VA N     - 2,138,117.855 3,623,320.463   MT  0.99996071   +0 53 14.4
 HV3562;SPC VA N     - 7,014,808.33 11,887,510.55   sFT  0.99996071   +0 53 14.4
 HV3562;UTM  18      - 4,307,995.265   319,785.263   MT  0.99999993   -1 18 19.7
 HV3562
 HV3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3562!SPC VA N     -   1.00000505  x   0.99996071  =   0.99996576
 HV3562!UTM  18      -   1.00000505  x   0.99999993  =   1.00000498
 HV3562
 HV3562:                Primary Azimuth Mark                     Grid Az
 HV3562:SPC VA N     -  COL                                      040 28 31.7
 HV3562:UTM  18      -  COL                                      042 40 05.8
 HV3562
 HV3562|---------------------------------------------------------------------|
 HV3562| PID    Reference Object                     Distance      Geod. Az  |
 HV3562|                                                           dddmmss.s |
 HV3562| HV3990 COL                                 APPROX. 0.7 KM 0412146.1 |
 HV3562| HV4203 MOORES BOATHOUSE FLAGSTAFF          484.862 METERS 0570104.1 |
 HV3562| HV4176 LAMP                                APPROX. 0.7 KM 1012655.3 |
 HV3562| HV2803 POINT 1913                          APPROX. 0.8 KM 2762802.3 |
 HV3562| HV4377 WHITE HOUSE RED ROOF CHIMNEY        APPROX. 0.6 KM 3094659.0 |
 HV3562|---------------------------------------------------------------------|
 HV3562
 HV3562                          SUPERSEDED SURVEY CONTROL
 HV3562
 HV3562  NAD 83(1993)-  38 54 08.51959(N)    077 04 41.69877(W) AD(       ) 3
 HV3562  NAD 83(1986)-  38 54 08.51936(N)    077 04 41.70863(W) AD(       ) 3
 HV3562  NAD 27      -  38 54 08.11900(N)    077 04 42.78000(W) AD(       ) 3
 HV3562
 HV3562.Superseded values are not recommended for survey control.
 HV3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3562.See file dsdata.txt to determine how the superseded data were derived.
 HV3562
 HV3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1978507995(NAD 83)
 HV3562_MARKER: DS = TRIANGULATION STATION DISK
 HV3562_SETTING: 80 = SET IN A BOULDER
 HV3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3562+STABILITY: SURFACE MOTION
 HV3562
 HV3562  HISTORY     - Date     Condition        Report By
 HV3562  HISTORY     - 1913     MONUMENTED       CGS
 HV3562  HISTORY     - 1925     MARK NOT FOUND   CGS
 HV3562
 HV3562                          STATION DESCRIPTION
 HV3562
 HV3562'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 HV3562'STATION IS ON THE S SHORE OF THE POTOMAC RIVER ABOUT 500 METERS
 HV3562'W OF THE AQUEDUCT BRIDGE.  THIS POINT IS THE MOST WESTERN
 HV3562'FROM WHICH THE S END OF THE BRIDGE IS VISIBLE.  GEORGETOWN
 HV3562'UNIVERSITY OBSERVATORY AND THE E END OF THE CAR BARN OF THE
 HV3562'WASHINGTON RAILWAY AND ELECTRIC COMPANY ARE IN RANGE FROM THE
 HV3562'STATION.  ANOTHER RANGE IS CUPOLA OF THE CAPITOL TRACTION
 HV3562'COMPANYS CAR BARN AT END OF AQUEDUCT BRIDGE AND THE FLAGSTAFF
 HV3562'OF THE CLUBHOUSE ON THE RIVER FRONT HAVING A CIRCULAR CUPOLA
 HV3562'EACH SIDE OF THE FRONT, THE FLAGSTAFF BEING MIDWAY BETWEEN
 HV3562'THESE CUPOLAS.
 HV3562'
 HV3562'THE STATION IS 2 FEET FROM THE EDGE OF THE WATER ON THE W
 HV3562'SIDE OF THE POINT.  IT IS MARKED WITH SURFACE AND SUBSURFACE
 HV3562'MARKS IN LARGE BOULDERS.  THE UNDERGROUND MARK IS A 3/4-INCH
 HV3562'DRILL HOLE SURROUNDED BY A TRIANGLE CUT IN THE TOP OF THE
 HV3562'BOULDER WHICH IS ABOUT 15 INCHES BELOW THE SURFACE OF THE
 HV3562'GROUND.  A REGULAR C. AND G.S. STATION MARK IN THE TOP OF THE
 HV3562'BOULDER FLUSH WITH THE SURFACE OF THE GROUND IS THE SURFACE
 HV3562'MARK.
 HV3562
 HV3562                          STATION RECOVERY (1925)
 HV3562
 HV3562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GLB)
 HV3562'THIS STATION WAS SEARCHED FOR THOROUGHLY AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5367 ***********************************************************************
 HV5367  DESIGNATION -  CUT 2 1918
 HV5367  PID         -  HV5367
 HV5367  STATE/COUNTY-  VA/KING GEORGE
 HV5367  USGS QUAD   -  DAHLGREN (1983)
 HV5367
 HV5367                         *CURRENT SURVEY CONTROL
 HV5367  ___________________________________________________________________
 HV5367* NAD 83(1993)-  38 18 40.65320(N)    077 01 51.79595(W)     ADJUSTED  
 HV5367* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5367  ___________________________________________________________________
 HV5367  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 HV5367  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HV5367
 HV5367  HORZ ORDER  -  THIRD
 HV5367
 HV5367.The horizontal coordinates were established by classical geodetic methods
 HV5367.and adjusted by the National Geodetic Survey in November 1994..
 HV5367
 HV5367.The orthometric height was scaled from a topographic map.
 HV5367
 HV5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5367
 HV5367.The geoid height was determined by GEOID03.
 HV5367
 HV5367;                    North         East     Units Scale Factor Converg.
 HV5367;SPC VA N     - 2,072,579.824 3,628,463.523   MT  0.99996258   +0 55 00.5
 HV5367;SPC VA N     - 6,799,788.97 11,904,384.08   sFT  0.99996258   +0 55 00.5
 HV5367;SPC MD       -    71,556.815   397,283.988   MT  0.99999805   -0 01 10.2
 HV5367;SPC MD       -   234,765.98  1,303,422.55   sFT  0.99999805   -0 01 10.2
 HV5367;SPC VA S     - 1,220,519.816 3,628,479.045   MT  1.00008109   +0 53 29.5
 HV5367;SPC VA S     - 4,004,322.10 11,904,435.00   sFT  1.00008109   +0 53 29.5
 HV5367;UTM  18      - 4,242,306.110   322,426.572   MT  0.99998835   -1 15 34.0
 HV5367
 HV5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5367!SPC VA N     -   1.00000511  x   0.99996258  =   0.99996769
 HV5367!SPC MD       -   1.00000511  x   0.99999805  =   1.00000316
 HV5367!SPC VA S     -   1.00000511  x   1.00008109  =   1.00008621
 HV5367!UTM  18      -   1.00000511  x   0.99998835  =   0.99999346
 HV5367
 HV5367:                Primary Azimuth Mark                     Grid Az
 HV5367:SPC VA N     -  MARGAN                                   052 26 20.7
 HV5367:SPC MD       -  MARGAN                                   053 22 31.4
 HV5367:SPC VA S     -  MARGAN                                   052 27 51.7
 HV5367:UTM  18      -  MARGAN                                   054 36 55.2
 HV5367
 HV5367|---------------------------------------------------------------------|
 HV5367| PID    Reference Object                     Distance      Geod. Az  |
 HV5367|                                                           dddmmss.s |
 HV5367| HV7079 MARGAN                              APPROX. 5.7 KM 0532121.2 |
 HV5367| HV5371 BOUNDARY MONUMENT 30 1929             3.192 METERS 09300     |
 HV5367|---------------------------------------------------------------------|
 HV5367
 HV5367                          SUPERSEDED SURVEY CONTROL
 HV5367
 HV5367  NAD 83(1993)-  38 18 40.65388(N)    077 01 51.80190(W) AD(       ) 3
 HV5367  NAD 83(1986)-  38 18 40.65375(N)    077 01 51.81043(W) AD(       ) 3
 HV5367  NAD 27      -  38 18 40.19400(N)    077 01 52.90300(W) AD(       ) 3
 HV5367
 HV5367.Superseded values are not recommended for survey control.
 HV5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5367.See file dsdata.txt to determine how the superseded data were derived.
 HV5367
 HV5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2242742306(NAD 83)
 HV5367
 HV5367  HISTORY     - Date     Condition        Report By
 HV5367  HISTORY     - 1918     MONUMENTED       CGS
 HV5367  HISTORY     - 1929     GOOD             CGS
 HV5367  HISTORY     - 1953     SEE DESCRIPTION  USGS
 HV5367  HISTORY     - 1954     GOOD             CGS
 HV5367  HISTORY     - 1960     GOOD             CGS
 HV5367  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5367  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 HV5367
 HV5367                          STATION DESCRIPTION
 HV5367
 HV5367'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5367'THE STATION IS LOCATED ON THE S SHORE OF THE POTOMAC RIVER, AND
 HV5367'ON THE E SHORE OF THE UPPER MACHODOC CREEK ON BEABORS POINT.
 HV5367'IT IS APPROXIMATELY 10 YARDS FROM THE END OF THE POINT ON THE
 HV5367'EDGE OF THE HIGH GROUND.  IT IS 10 YARDS NE OF THE CORNER
 HV5367'TELEGRAPH POLE AND JUST BEHIND THE CABLE CROSSING SIGN.  THE
 HV5367'STATION IS MARKED BY A COPPER BOLT IN THE CENTER OF A SQUARE
 HV5367'BLOCK OF CONCRETE (3 FEET).  THIS STATION WAS LISTED AS A NO CHECK
 HV5367'POSITION IN SPECIAL PUBLICATION 114, AND ACCORDINGLY WAS
 HV5367'RELOCATED IN 1929.  BOUNDARY MONUMENT NO. 30 IS 10 FEET E OF
 HV5367'THE STATION.
 HV5367
 HV5367                          STATION RECOVERY (1953)
 HV5367
 HV5367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HV5367'STATION DESTROYED.  POTOMAC RIVER BANK HAS CAVED OFF DESTROYING
 HV5367'THE STATION.
 HV5367
 HV5367                          STATION RECOVERY (1954)
 HV5367
 HV5367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5367'THIS STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1929.
 HV5367'
 HV5367'THE 1929 DESCRIPTION IS ADEQUATE.
 HV5367
 HV5367                          STATION RECOVERY (1960)
 HV5367
 HV5367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV5367'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1929 DESCRIPTION
 HV5367'BY E.B.L. IS ADEQUATE.
 HV5367
 HV5367                          STATION RECOVERY (1993)
 HV5367
 HV5367'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5367'MARK NOT FOUND.
 HV5367
 HV5367                          STATION RECOVERY (1999)
 HV5367
 HV5367'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4177 ***********************************************************************
 DF4177  DESIGNATION -  CVS
 DF4177  PID         -  DF4177
 DF4177  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF4177  USGS QUAD   -  FREDERICKSBURG (1994)
 DF4177
 DF4177                         *CURRENT SURVEY CONTROL
 DF4177  ___________________________________________________________________
 DF4177* NAD 83(1993)-  38 16 21.70979(N)    077 27 33.36090(W)     ADJUSTED  
 DF4177* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 DF4177  ___________________________________________________________________
 DF4177  X           -   1,088,649.699 (meters)                     COMP
 DF4177  Y           -  -4,894,113.150 (meters)                     COMP
 DF4177  Z           -   3,929,247.370 (meters)                     COMP
 DF4177  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DF4177  ELLIP HEIGHT-          -7.36  (meters)          (02/24/03) GPS OBS
 DF4177  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DF4177
 DF4177  HORZ ORDER  -  FIRST
 DF4177  ELLP ORDER  -  FOURTH    CLASS I
 DF4177
 DF4177.The horizontal coordinates were established by GPS observations
 DF4177.and adjusted by the GEOMETRICS GPS INCORPORATED in February 2003..
 DF4177
 DF4177.The orthometric height was determined by GPS observations and a
 DF4177.high-resolution geoid model.
 DF4177
 DF4177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4177
 DF4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4177
 DF4177.The ellipsoidal height was determined by GPS observations
 DF4177.and is referenced to NAD 83.
 DF4177
 DF4177.The geoid height was determined by GEOID03.
 DF4177
 DF4177;                    North         East     Units Scale Factor Converg.
 DF4177;SPC VA N     - 2,067,784.203 3,591,065.606   MT  0.99996639   +0 38 58.3
 DF4177;SPC VA N     - 6,784,055.34 11,781,687.74   sFT  0.99996639   +0 38 58.3
 DF4177;UTM  18      - 4,238,932.791   284,869.404   MT  1.00017001   -1 31 25.9
 DF4177
 DF4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4177!SPC VA N     -   1.00000115  x   0.99996639  =   0.99996754
 DF4177!UTM  18      -   1.00000115  x   1.00017001  =   1.00017117
 DF4177
 DF4177:                Primary Azimuth Mark                     Grid Az
 DF4177:SPC VA N     -  KAESER                                   208 37 53.7
 DF4177:UTM  18      -  KAESER                                   210 48 17.9
 DF4177
 DF4177|---------------------------------------------------------------------|
 DF4177| PID    Reference Object                     Distance      Geod. Az  |
 DF4177|                                                           dddmmss.s |
 DF4177| DF4178 KAESER                              APPROX. 0.5 KM 2091652.0 |
 DF4177|---------------------------------------------------------------------|
 DF4177
 DF4177                          SUPERSEDED SURVEY CONTROL
 DF4177
 DF4177.No superseded survey control is available for this station.
 DF4177
 DF4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8486938933(NAD 83)
 DF4177_MARKER: DD = SURVEY DISK
 DF4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4177_STAMPING: CVS 2002
 DF4177_MARK LOGO: VA-177
 DF4177_PROJECTION: FLUSH
 DF4177_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4177+STABILITY: SURFACE MOTION
 DF4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4177+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 DF4177
 DF4177  HISTORY     - Date     Condition        Report By
 DF4177  HISTORY     - 20020620 MONUMENTED       GEOMET
 DF4177
 DF4177                          STATION DESCRIPTION
 DF4177
 DF4177'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 DF4177'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA APPROXIMATELY
 DF4177'1.5 MILES
 DF4177'SOUTH FROM THE CITY OF FREDERICKSBURG.
 DF4177' 
 DF4177'TO REACH THE STATION FROM THE POST OFFICE AT 600 PRINCESS ANNE STREET
 DF4177'IN THE CITY OF
 DF4177'FREDERICKSBURG, PROCEED SOUTHEAST ALONG PRINCESS ANNE STREET 0.3 MILE
 DF4177'TO ITS
 DF4177'INTERSECTION WITH DIXON STREET.  TURN RIGHT AND PROCEED SOUTHWEST A
 DF4177'DISTANCE OF 0.05
 DF4177'MILE TO ITS INTERSECTION WITH STATE ROUTE 2.  TURN LEFT AND PROCEED
 DF4177'SOUTH ALONG STATE
 DF4177'ROUTE 2  A DISTANCE OF 1.2 MILES TO ITS INTERSECTION WITH STATE ROUTE
 DF4177'638 (LANSDOWNE
 DF4177'ROAD).  TURN RIGHT AND PROCEED WEST ALONG STATE ROUTE 638 (LANSDOWNE
 DF4177'ROAD) A DISTANCE
 DF4177'OF 0.5 MILE TO THE STATION ON THE RIGHT IN FRONT OF CVS.
 DF4177' 
 DF4177'THE STATION IS A 3 1/2 INCH SPOTSYLVANIA COUNTY,  VA ALUMINUM SURVEY
 DF4177'DISK SET IN A POURED
 DF4177'IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 DF4177'CVS 2002.
 DF4177' 
 DF4177'THE STATION IS 66.2 FEET 90 DEGREES AZIMUTH FROM A MONITOR WELL, 8.7
 DF4177'FEET 145 DEGREES
 DF4177'AZIMUTH FROM POWER POLE NUMBER 76855, 82.0 FEET 220 DEGREES AZIMUTH
 DF4177'FROM A 12 INCH PLUM
 DF4177'TREE, 31.8 FEET 320 DEGREES AZIMUTH FROM THE EDGE OF PAVEMENT OF STATE
 DF4177'ROUTE 638
 DF4177'(LANSDOWNE ROAD),  AND 1.0 FOOT 330 DEGREES AZIMUTH FROM A
 DF4177'SPOTSYLVANIA COUNTY
 DF4177'WITNESS POST.
 DF4177' 
 DF4177'THIS STATION IS INTERVISIBLE WITH STATION KAESER 2002.
 DF4177' 
 DF4177' 
 DF4177' 
 DF4177' 
 DF4177' 
 DF4177'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4638 ***********************************************************************
 GV4638  DESIGNATION -  CYPRESS
 GV4638  PID         -  GV4638
 GV4638  STATE/COUNTY-  VA/SURRY
 GV4638  USGS QUAD   -  SURRY (1983)
 GV4638
 GV4638                         *CURRENT SURVEY CONTROL
 GV4638  ___________________________________________________________________
 GV4638* NAD 83(1993)-  37 12 24.03297(N)    076 48 10.42663(W)     ADJUSTED  
 GV4638* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4638  ___________________________________________________________________
 GV4638  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 GV4638  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 GV4638
 GV4638  HORZ ORDER  -  THIRD
 GV4638
 GV4638.The horizontal coordinates were established by classical geodetic methods
 GV4638.and adjusted by the National Geodetic Survey in September 1995..
 GV4638
 GV4638.The orthometric height was scaled from a topographic map.
 GV4638
 GV4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4638
 GV4638.The geoid height was determined by GEOID03.
 GV4638
 GV4638;                    North         East     Units Scale Factor Converg.
 GV4638;SPC VA S     - 1,098,272.647 3,650,636.445   MT  0.99994932   +1 01 48.1
 GV4638;SPC VA S     - 3,603,249.51 11,977,129.74   sFT  0.99994932   +1 01 48.1
 GV4638;UTM  18      - 4,119,322.353   340,013.435   MT  0.99991531   -1 05 25.5
 GV4638
 GV4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4638!SPC VA S     -   1.00000557  x   0.99994932  =   0.99995489
 GV4638!UTM  18      -   1.00000557  x   0.99991531  =   0.99992088
 GV4638
 GV4638|---------------------------------------------------------------------|
 GV4638| PID    Reference Object                     Distance      Geod. Az  |
 GV4638|                                                           dddmmss.s |
 GV4638| DC6036 CYPRESS WM 1                          6.883 METERS 00845     |
 GV4638| GV4657 WHITE HOUSE SOUTH GABLE             APPROX. 2.9 KM 0174507.5 |
 GV4638| GV4655 SWAN POINT CHANNEL F RNG LT         APPROX. 2.2 KM 0371551.9 |
 GV4638| GV0759 FERRY                               APPROX. 2.9 KM 1483523.3 |
 GV4638| DC6037 CYPRESS WM 2                         15.462 METERS 15921     |
 GV4638| DC6034 CYPRESS RM 1                                       17120     |
 GV4638| DC6038 CYPRESS WM 3                          9.765 METERS 20256     |
 GV4638| DC6039 CYPRESS WM 4                         15.130 METERS 22032     |
 GV4638| DC6035 CYPRESS RM 2                         21.061 METERS 23849     |
 GV4638| GV4653 PROMINENT TREE                      APPROX. 5.2 KM 3323905.0 |
 GV4638|---------------------------------------------------------------------|
 GV4638
 GV4638                          SUPERSEDED SURVEY CONTROL
 GV4638
 GV4638  NAD 83(1986)-  37 12 24.03530(N)    076 48 10.45355(W) AD(       ) 3
 GV4638  NAD 27      -  37 12 23.49700(N)    076 48 11.59900(W) AD(       ) 3
 GV4638
 GV4638.Superseded values are not recommended for survey control.
 GV4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4638.See file dsdata.txt to determine how the superseded data were derived.
 GV4638
 GV4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4001319322(NAD 83)
 GV4638_MARKER: Z = SEE DESCRIPTION
 GV4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4638
 GV4638  HISTORY     - Date     Condition        Report By
 GV4638  HISTORY     - 1870     MONUMENTED       CGS
 GV4638  HISTORY     - 1910     GOOD             CGS
 GV4638  HISTORY     - 1938     GOOD             CGS
 GV4638  HISTORY     - 1942     GOOD             CGS
 GV4638  HISTORY     - 1948     SEE DESCRIPTION  CGS
 GV4638  HISTORY     - 1956     GOOD             CGS
 GV4638  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV4638  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV4638
 GV4638                          STATION DESCRIPTION
 GV4638
 GV4638'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (REH)
 GV4638'THIS STATION IS ON THE SOUTH SIDE OF THE JAMES RIVER A LITTLE
 GV4638'WEST OF OPPOSITE TO JAMESTOWN RUINS, AND IS LOCATED ON SWANS
 GV4638'POINT WHICH IS THE NORTHEAST PORTION OF THE LANDS NOW OWNED
 GV4638'BY A. ALDRIDGE.  IT IS BETWEEN JONES STATION ON THE EAST
 GV4638'AND ALDRIDGE STATION ON THE WEST.
 GV4638'
 GV4638'THE STATION IS MARKED BY A BROKEN GLASS BOTTLE 4-1/2 FEET
 GV4638'BELOW THE SURFACE.  THIS IS SURMOUNTED BY AN IRON PILE AND
 GV4638'TACK IN PLUG AT THE UPPER END, WHICH IS AGAIN MARKED BY
 GV4638'CEDAR SCRUB REACHING 5 INCHES ABOVE THE SURFACE.  THE LAST
 GV4638'STUB IS 3 INCHES IN DIAMETER.  THE WHOLE IS SURMOUNTED BY
 GV4638'A WELL-BRACED TRIPOD.
 GV4638'
 GV4638'THE FOLLOWING MEASUREMENTS WERE TAKEN.
 GV4638'
 GV4638'NORTH CYPRESS 2 FEET 6 INCHES IN DIAMETER, 22 FEET 10 INCHES
 GV4638'OFF.
 GV4638'
 GV4638'STUMP OF CYPRESS EAST, 1 FOOT 10 INCHES IN DIAMETER, 7 FEET
 GV4638'OFF.
 GV4638'
 GV4638'CYPRESS SOUTHEAST 2 FEET 9 INCHES IN DIAMETER, 50 FEET 6
 GV4638'INCHES OFF.
 GV4638'
 GV4638'CEDAR STUMP SEV. 1 FOOT 6 INCHES IN DIAMETER, 25 FEET OFF.
 GV4638'
 GV4638'THE TREES ARE ALL MARKED WITH A TRIANGULAR BLAZE AND COPPER
 GV4638'TACKS, WHICH FACE SITE OF THE SIGNAL.
 GV4638
 GV4638                          STATION RECOVERY (1910)
 GV4638
 GV4638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910
 GV4638'FROM CYPRESS 2 LAID OFF DISTANCE AND AZIMUTH TO OLD STATION
 GV4638'OF 1870 (R.E.H.).  *THE IRON SCREWPILE WAS GONE BUT THE
 GV4638'BOTTOM OF THE BOTTLE WAS RECOVERED.  REMOVED THE BOTTLE
 GV4638'AND DROVE A STUB OF RED CEDAR WITH NAIL IN TOP ABOUT 2-1/2
 GV4638'FEET BELOW SURFACE.  OVER THIS WAS PLACED A CEMENT MONUMENT
 GV4638'WITH TOP FLUSH WITH THE GROUND.  *R.E. HALTER, 1870-71 (1034).
 GV4638'
 GV4638'DISTANCES MEASURED TO NAIL IN CENTER OF TRIANGULAR BLAZE.
 GV4638
 GV4638                          STATION RECOVERY (1938)
 GV4638
 GV4638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4638'THIS STATION IS ON THE SOUTH SHORE OF THE JAMES RIVER, EAST
 GV4638'OF A SMALL ISLAND OF MADE LAND THAT WAS CREATED BY DREDGING
 GV4638'OPERATIONS, ON THE NORTHERLY AND CENTRAL OF THREE DISTINCT
 GV4638'POINTS THAT FORM A PART OF SWAN POINT.  IT IS 3.9 METERS
 GV4638'OUTSIDE THE HIGH WATER LINE, ON FIRM GROUND THAT IS BARE
 GV4638'AT LOW WATER, 0.6 METER EAST OF WEST EDGE OF GRASS LINE,
 GV4638'1.8 METERS WEST OF EAST GRASS LINE, AND 1.5 METERS SOUTH
 GV4638'OF NORTHERLY TIP ALONG GRASS LINE.  THE STATION IS MARKED
 GV4638'BY A CONCRETE POST THAT IS 6 INCHES SQUARE AT THE TOP.  THE
 GV4638'CENTER IS A NAIL SET IN THE CENTER OF A TRIANGLE THAT IS
 GV4638'IMPRESSED IN THE SURFACE OF THE CONCRETE.  1910 AND CGS
 GV4638'ARE ALSO IMPRESSED IN THE SURFACE OF THE MARK.
 GV4638'
 GV4638'TWO STANDARD REFERENCE MARKS IN CONCRETE POSTS WERE ESTABLISHED
 GV4638'INSHORE FROM THE STATION, ON THE SAND STRIP THAT HAS WASHED
 GV4638'UP AMONG THE CYPRESS TREES ON THE POINT.
 GV4638'
 GV4638'THE WITNESS MARKS ARE ALL NAILS IN THE CENTER OF TRIANGULAR
 GV4638'BLAZES ON TREES.  NO. 1 IS ON THE LARGE DEAD CYPRESS, DIRECTLY
 GV4638'OFFSHORE FROM THE STATION, THE MOST NORTHERLY TREE ON THE
 GV4638'POINT.
 GV4638'
 GV4638'SWAN (U.S.E.), A STATION THAT WAS ESTABLISHED ON THE FIRST
 GV4638'POINT, 259.6 METERS WEST OF THE STATION, AND CONNECTED
 GV4638'TO THE STATION BY TRAVERSE IN 1910, WAS SEARCHED FOR BUT
 GV4638'NOT FOUND.  THE POINT ON WHICH IT WAS LOCATED SHOWS EVIDENCE
 GV4638'OF EXTENSIVE EROSION AND IT IS BELIEVED THAT THIS MARK HAS
 GV4638'BEEN CARRIED AWAY.
 GV4638'
 GV4638'THE ABOVE IS A COMPLETE REVISED DESCRIPTION OF THIS STATION,
 GV4638'USING ALL PERTINENT INFORMATION FROM FORMER DESCRIPTIONS.
 GV4638
 GV4638                          STATION RECOVERY (1942)
 GV4638
 GV4638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4638'1938 DESCRIPTION IS ADEQUATE EXCEPT THAT WITNESS MARKS 1
 GV4638'AND 2 HAVE BEEN WASHED OUT.
 GV4638
 GV4638                          STATION RECOVERY (1948)
 GV4638
 GV4638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4638'BOTH REFERENCE MARKS RECOVERED.  THE REFERENCE MARKS ARE
 GV4638'WELL WITHIN THE BRUSH AND NEAR INNER EDGE OF SANDSPIT BETWEEN
 GV4638'MARSH AND RIVER.  STATION MARK WAS FOUND ON ITS SIDE ABOUT
 GV4638'8 METERS OUTSIDE THE HIGH-WATER LINE.  NO SITE FOR RE-MARKING
 GV4638'THAT OFFERS BETTER PROTECTION FROM EROSION THAN THOSE OCCUPIED
 GV4638'BY REFERENCE MARKS.  BOTH REFERENCE MARKS ARE APPROXIMATELY
 GV4638'6 METERS INSIDE THE HIGH-WATER LINE.  POINT IS NOW A DOUBLE
 GV4638'POINT HAVING TWO PROJECTIONS.  REFERENCE MARKS ARE NEAR
 GV4638'THE W ONE OF THESE POINTS.
 GV4638
 GV4638                          STATION RECOVERY (1956)
 GV4638
 GV4638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 GV4638'THE STATION IS LOST.  WITNESS MARKS NO. 3 AND NO. 4 WERE
 GV4638'RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 2 WAS FOUND
 GV4638'BUT THE SAND IN WHICH IT WAS SET HAS WASHED AWAY LEAVING
 GV4638'THE MONUMENT PROJECTING ABOUT 16 INCHES AND IN A LOOSE CONDITION.
 GV4638'REFERENCE MARK NO. 1 WAS COMPLETELY WASHED OUT AND THE MONUMENT
 GV4638'WAS FOUND LYING ON ITS SIDE.  THE MARK WAS DESTROYED.  THE
 GV4638'POSITION OF THE STATION MARK WAS RECONSTRUCTED BY MEASUREMENTS
 GV4638'AND SEXTANT ANGLES FROM THE RECOVERED WITNESS MARKS AND
 GV4638'REFERENCE MARK NO. 2.  A LARGE SOLID OBJECT WHICH IS BELIEVED
 GV4638'TO BE THE STATION MONUMENT LYING ON ITS SIDE WAS FOUND BY
 GV4638'PROBING ABOUT 2 METERS OFFSHORE FROM THE RECONSTRUCTED
 GV4638'LOCATION IN ABOUT 30 INCHES OF WATER.
 GV4638
 GV4638                          STATION RECOVERY (1997)
 GV4638
 GV4638'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4638'MARK NOT FOUND.
 GV4638
 GV4638                          STATION RECOVERY (2002)
 GV4638
 GV4638'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4728 ***********************************************************************
 GV4728  DESIGNATION -  CYPRESS
 GV4728  PID         -  GV4728
 GV4728  STATE/COUNTY-  VA/CHARLES CITY
 GV4728  USGS QUAD   -  WALKERS (1981)
 GV4728
 GV4728                         *CURRENT SURVEY CONTROL
 GV4728  ___________________________________________________________________
 GV4728* NAD 83(1993)-  37 24 18.32843(N)    076 58 00.39600(W)     ADJUSTED  
 GV4728* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV4728  ___________________________________________________________________
 GV4728  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 GV4728  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GV4728
 GV4728  HORZ ORDER  -  SECOND
 GV4728
 GV4728.The horizontal coordinates were established by classical geodetic methods
 GV4728.and adjusted by the National Geodetic Survey in September 1995..
 GV4728
 GV4728.The orthometric height was scaled from a topographic map.
 GV4728
 GV4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4728
 GV4728.The geoid height was determined by GEOID03.
 GV4728
 GV4728;                    North         East     Units Scale Factor Converg.
 GV4728;SPC VA S     - 1,120,040.504 3,635,734.014   MT  0.99994562   +0 55 50.0
 GV4728;SPC VA S     - 3,674,666.22 11,928,237.34   sFT  0.99994562   +0 55 50.0
 GV4728;UTM  18      - 4,141,627.251   325,927.629   MT  0.99997326   -1 11 42.0
 GV4728
 GV4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4728!SPC VA S     -   1.00000466  x   0.99994562  =   0.99995028
 GV4728!UTM  18      -   1.00000466  x   0.99997326  =   0.99997792
 GV4728
 GV4728|---------------------------------------------------------------------|
 GV4728| PID    Reference Object                     Distance      Geod. Az  |
 GV4728|                                                           dddmmss.s |
 GV4728| DC6040 CYPRESS RM 1                          3.511 METERS 13315     |
 GV4728| DC6041 CYPRESS RM 2                                       1931044.3 |
 GV4728| DC6042 CYPRESS RM 3                         22.638 METERS 25641     |
 GV4728|---------------------------------------------------------------------|
 GV4728
 GV4728                          SUPERSEDED SURVEY CONTROL
 GV4728
 GV4728  NAD 83(1993)-  37 24 18.32395(N)    076 58 00.38847(W) AD(       ) 2
 GV4728  NAD 83(1986)-  37 24 18.32243(N)    076 58 00.39680(W) AD(       ) 2
 GV4728  NAD 27      -  37 24 17.79500(N)    076 58 01.52300(W) AD(       ) 2
 GV4728
 GV4728.Superseded values are not recommended for survey control.
 GV4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4728.See file dsdata.txt to determine how the superseded data were derived.
 GV4728
 GV4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2592841627(NAD 83)
 GV4728_MARKER: DS = TRIANGULATION STATION DISK
 GV4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4728
 GV4728  HISTORY     - Date     Condition        Report By
 GV4728  HISTORY     - 1934     MONUMENTED       CGS
 GV4728  HISTORY     - 1943     GOOD             CGS
 GV4728  HISTORY     - 19960301 GOOD             USPSQD
 GV4728  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV4728  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4728
 GV4728                          STATION DESCRIPTION
 GV4728
 GV4728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV4728'STATION IS 13 MILES AIRLINE SW OF WEST POINT, ON THE PROPERTY
 GV4728'OF DR. AUBREY HOWARD, ON THE S BANK OF THE CHICKAHOMING
 GV4728'RIVER, ABOUT 0.3 MILE UPSTREAM FROM CYPRESS BANK LANDING,
 GV4728'ABOUT 100 YARDS W OF A TWO-STORY FRAME DWELLING HOUSE, 21.2
 GV4728'METERS W OF A 30-INCH TREE ON THE S BANK OF THE RIVER, 36.8
 GV4728'METERS NW OF THE NW CORNER OF WHAT IS KNOWN AS THE CLUBHOUSE,
 GV4728'31.4 METERS NW OF THE NW CORNER OF A CHICKEN HOUSE.
 GV4728'
 GV4728'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4728'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV4728'
 GV4728'REFERENCE MARK NO. 1, PROJECTS 6 INCHES, 4.7 METERS WSW FROM
 GV4728'THE SW OF THE CLUBHOUSE, 0.5 METER E OF A BARBED-WIRE FENCE
 GV4728'LINE.  REFERENCE MARK NO. 2 (AZIMUTH MARK) PROJECTS 6 INCHES,
 GV4728'3 PACES E OF THE CENTER LINE OF A FARM ROAD, 12 PACES N
 GV4728'OF A TREE IN A FENCE LINE AND THE MARK IS IN THE FENCE LINE.
 GV4728'REFERENCE MARK NO. 3, AT THE TOP OF THE SLOPE OF THE S BANK
 GV4728'OF THE CHICKAHOMING RIVER, ON THE N EDGE OF A CULTIVATED
 GV4728'FIELD AND 13.6 METERS E OF AN 18-INCH WALNUT TREE.
 GV4728'
 GV4728'TO REACH STATION FROM PROVIDENCE FORGE FOLLOW HIGHWAY 413
 GV4728'S FOR ABOUT 2.1 MILES TO SIGN HOLDCROFT, TURN LEFT ON HARD
 GV4728'SURFACE ROAD FOR ABOUT 4.5 MILES TO BINNUS HALL, TURN LEFT
 GV4728'THROUGH GATE ON LEFT SIDE OF DR. HOWARDS STORE, FOLLOW FARM
 GV4728'ROAD 3.1 MILES TO A TWO-STORY FRAME DWELLING HOUSE ON THE
 GV4728'S BANK OF THE CHICKAHOMING RIVER.
 GV4728'
 GV4728'A 116-FOOT TOWER WILL CLEAR ALL LINES.
 GV4728'
 GV4728'THIS IS A SECOND-ORDER STATION.
 GV4728'
 GV4728'NOTE--NO MORE CUTS VISIBLE FROM THE GROUND.
 GV4728'
 GV4728'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV4728
 GV4728                          STATION RECOVERY (1943)
 GV4728
 GV4728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV4728'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 GV4728
 GV4728                          STATION RECOVERY (1996)
 GV4728
 GV4728'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV4728'RECOVERED IN GOOD CONDITION.
 GV4728
 GV4728                          STATION RECOVERY (2000)
 GV4728
 GV4728'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4728'MARK NOT FOUND.
 GV4728
 GV4728                          STATION RECOVERY (2001)
 GV4728
 GV4728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4728'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3675 ***********************************************************************
 GV3675  DESIGNATION -  CYPRESS VFC 1920
 GV3675  PID         -  GV3675
 GV3675  STATE/COUNTY-  VA/MATHEWS
 GV3675  USGS QUAD   -  WILTON (1992)
 GV3675
 GV3675                         *CURRENT SURVEY CONTROL
 GV3675  ___________________________________________________________________
 GV3675* NAD 83(1993)-  37 30 45.54076(N)    076 24 32.68273(W)     ADJUSTED  
 GV3675* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 GV3675  ___________________________________________________________________
 GV3675  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 GV3675  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 GV3675
 GV3675  HORZ ORDER  -  THIRD
 GV3675
 GV3675.The horizontal coordinates were established by classical geodetic methods
 GV3675.and adjusted by the National Geodetic Survey in November 1994..
 GV3675
 GV3675.The orthometric height was scaled from a topographic map.
 GV3675
 GV3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3675
 GV3675.The geoid height was determined by GEOID03.
 GV3675
 GV3675;                    North         East     Units Scale Factor Converg.
 GV3675;SPC VA S     - 1,132,922.191 3,684,834.848   MT  0.99994860   +1 16 08.5
 GV3675;SPC VA S     - 3,716,928.89 12,089,329.00   sFT  0.99994860   +1 16 08.5
 GV3675;UTM  18      - 4,152,677.361   375,469.182   MT  0.99979102   -0 51 29.3
 GV3675
 GV3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3675!SPC VA S     -   1.00000391  x   0.99994860  =   0.99995251
 GV3675!UTM  18      -   1.00000391  x   0.99979102  =   0.99979493
 GV3675
 GV3675:                Primary Azimuth Mark                     Grid Az
 GV3675:SPC VA S     -  NAIL VFC 1920                            216 14 39.8
 GV3675:UTM  18      -  NAIL VFC 1920                            218 22 17.6
 GV3675
 GV3675|---------------------------------------------------------------------|
 GV3675| PID    Reference Object                     Distance      Geod. Az  |
 GV3675|                                                           dddmmss.s |
 GV3675| GV3691 NAIL VFC 1920                       APPROX. 0.5 KM 2173048.3 |
 GV3675| GV3686 LOWER VFC 1920                      APPROX. 0.7 KM 3062135.9 |
 GV3675|---------------------------------------------------------------------|
 GV3675
 GV3675                          SUPERSEDED SURVEY CONTROL
 GV3675
 GV3675  NAD 83(1993)-  37 30 45.54552(N)    076 24 32.70305(W) AD(       ) 3
 GV3675  NAD 83(1986)-  37 30 45.54457(N)    076 24 32.70136(W) AD(       ) 3
 GV3675  NAD 27      -  37 30 45.07100(N)    076 24 33.90500(W) AD(       ) 3
 GV3675
 GV3675.Superseded values are not recommended for survey control.
 GV3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3675.See file dsdata.txt to determine how the superseded data were derived.
 GV3675
 GV3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7546952677(NAD 83)
 GV3675_MARKER: I = METAL ROD
 GV3675_SETTING: 0 = UNSPECIFIED SETTING
 GV3675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3675
 GV3675  HISTORY     - Date     Condition        Report By
 GV3675  HISTORY     - 1920     MONUMENTED       VACF
 GV3675  HISTORY     - 1953     GOOD             CGS
 GV3675  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV3675
 GV3675                          STATION DESCRIPTION
 GV3675
 GV3675'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV3675'IN THE VICINITY OF PIANKATANK RIVER, IN LOW PLACE AT ABOUT
 GV3675'MEAN HIGH WATER MARK, AMONG A LOT OF CYPRESS ROOTS, WHICH
 GV3675'EXTEND ABOUT 4 YARDS BEYOND STATION INTO THE RIVER.  MARKED
 GV3675'BY A 5-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED
 GV3675'NEAR SURFACE OF GROUND BY A BLOCK OF CONCRETE.
 GV3675
 GV3675                          STATION RECOVERY (1953)
 GV3675
 GV3675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JHB)
 GV3675'MARK WAS RECOVERED IN GOOD CONDITION, ABOUT MIDWAY BETWEEN
 GV3675'TWIGGS FERRY AND IRON POINT, IN A LOW PLACE AMONG A LOT OF
 GV3675'CYPRESS ROOTS EXTENDING 15 FT. OFFSHORE.  THE MARK IS IN
 GV3675'WATER ABOUT 6 FT. OFFSHORE FROM THE HIGH-WATERLINE, VISIBLE
 GV3675'ABOVE THE SURFACE EXCEPT AT EXTREMELY HIGH TIDES.
 GV3675
 GV3675                          STATION RECOVERY (2002)
 GV3675
 GV3675'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1727 ***********************************************************************
 GW1727  DESIGNATION -  D 100
 GW1727  PID         -  GW1727
 GW1727  STATE/COUNTY-  VA/BATH
 GW1727  USGS QUAD   -  FALLING SPRING (1984)
 GW1727
 GW1727                         *CURRENT SURVEY CONTROL
 GW1727  ___________________________________________________________________
 GW1727* NAD 83(1986)-  37 54 52.     (N)    079 53 43.     (W)     SCALED    
 GW1727* NAVD 88     -       773.393  (meters)    2537.37   (feet)  ADJUSTED  
 GW1727  ___________________________________________________________________
 GW1727  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GW1727  DYNAMIC HT  -         772.736 (meters)    2535.22  (feet)  COMP
 GW1727  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 GW1727
 GW1727  VERT ORDER  -  SECOND    CLASS 0
 GW1727
 GW1727.The horizontal coordinates were scaled from a topographic map and have
 GW1727.an estimated accuracy of +/- 6 seconds.
 GW1727
 GW1727.The orthometric height was determined by differential leveling
 GW1727.and adjusted by the National Geodetic Survey in June 1991..
 GW1727
 GW1727.The geoid height was determined by GEOID03.
 GW1727
 GW1727.The dynamic height is computed by dividing the NAVD 88
 GW1727.geopotential number by the normal gravity value computed on the
 GW1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1727.degrees latitude (g = 980.6199 gals.).
 GW1727
 GW1727.The modeled gravity was interpolated from observed gravity values.
 GW1727
 GW1727;                    North         East    Units  Estimated Accuracy
 GW1727;SPC VA N     - 2,028,440.    3,377,310.      MT  (+/- 180 meters Scaled)
 GW1727
 GW1727                          SUPERSEDED SURVEY CONTROL
 GW1727
 GW1727  NGVD 29 (??/??/92)  773.518  (m)         2537.78   (f) ADJ UNCH    2 0
 GW1727
 GW1727.Superseded values are not recommended for survey control.
 GW1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1727.See file dsdata.txt to determine how the superseded data were derived.
 GW1727
 GW1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB971968(NAD 83)
 GW1727_MARKER: DB = BENCH MARK DISK
 GW1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1727_STAMPING: D 100 1935
 GW1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1727+STABILITY: SURFACE MOTION
 GW1727
 GW1727  HISTORY     - Date     Condition        Report By
 GW1727  HISTORY     - 1935     MONUMENTED       CGS
 GW1727  HISTORY     - 1962     GOOD             NGS
 GW1727
 GW1727                          STATION DESCRIPTION
 GW1727
 GW1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1727'7 MI SW FROM HOT SPRINGS.
 GW1727'ABOUT 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE
 GW1727'HOMESTEAD HOTEL, AT HOT SPRINGS, BATH COUNTY, 42 FEET NORTHWEST
 GW1727'OF THE CENTER LINE OF A ROAD LEADING TO A PRIVATE HOUSE, 20 FEET
 GW1727'WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF THE
 GW1727'NORTH END OF A GATE, AND AT THE FENCE.  A STANDARD DISK, STAMPED
 GW1727'D 100 1935 AND SET IN THE TOP OF A CONCRETE POST.  A STEEL
 GW1727'WITNESS POST WAS SET IN FENCE LINE 8 FEET WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1035 ***********************************************************************
 HW1035  DESIGNATION -  D 101
 HW1035  PID         -  HW1035
 HW1035  STATE/COUNTY-  VA/AUGUSTA
 HW1035  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1035
 HW1035                         *CURRENT SURVEY CONTROL
 HW1035  ___________________________________________________________________
 HW1035* NAD 83(1986)-  38 15 39.     (N)    078 58 00.     (W)     SCALED    
 HW1035* NAVD 88     -       448.423  (meters)    1471.20   (feet)  ADJUSTED  
 HW1035  ___________________________________________________________________
 HW1035  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HW1035  DYNAMIC HT  -         448.092 (meters)    1470.12  (feet)  COMP
 HW1035  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 HW1035
 HW1035  VERT ORDER  -  SECOND    CLASS 0
 HW1035
 HW1035.The horizontal coordinates were scaled from a topographic map and have
 HW1035.an estimated accuracy of +/- 6 seconds.
 HW1035
 HW1035.The orthometric height was determined by differential leveling
 HW1035.and adjusted by the National Geodetic Survey in June 1991..
 HW1035
 HW1035.The geoid height was determined by GEOID03.
 HW1035
 HW1035.The dynamic height is computed by dividing the NAVD 88
 HW1035.geopotential number by the normal gravity value computed on the
 HW1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1035.degrees latitude (g = 980.6199 gals.).
 HW1035
 HW1035.The modeled gravity was interpolated from observed gravity values.
 HW1035
 HW1035;                    North         East    Units  Estimated Accuracy
 HW1035;SPC VA N     - 2,066,060.    3,459,160.      MT  (+/- 180 meters Scaled)
 HW1035
 HW1035                          SUPERSEDED SURVEY CONTROL
 HW1035
 HW1035  NGVD 29 (??/??/92)  448.561  (m)         1471.65   (f) ADJ UNCH    2 0
 HW1035
 HW1035.Superseded values are not recommended for survey control.
 HW1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1035.See file dsdata.txt to determine how the superseded data were derived.
 HW1035
 HW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC778367(NAD 83)
 HW1035_MARKER: DB = BENCH MARK DISK
 HW1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1035_STAMPING: D 101 1935
 HW1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1035+STABILITY: SURFACE MOTION
 HW1035
 HW1035  HISTORY     - Date     Condition        Report By
 HW1035  HISTORY     - 1935     MONUMENTED       CGS
 HW1035  HISTORY     - 1958     GOOD             NGS
 HW1035
 HW1035                          STATION DESCRIPTION
 HW1035
 HW1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1035'0.5 MI NW FROM MT SIDNEY.
 HW1035'0.5 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 626 FROM THE
 HW1035'JUNCTION OF U.S. HIGHWAY 11 AT MOUNT SIDNEY, AUGUSTA COUNTY,
 HW1035'100 FEET SOUTHEAST OF A TWO-STORY HOUSE, 90 FEET NORTHWEST OF
 HW1035'THE TOP OF THE FIRST HILL NORTHWEST OF TOWN, 18 FEET SOUTHWEST
 HW1035'OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF A CONCRETE
 HW1035'WATER TROUGH, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 HW1035'DISK, STAMPED D 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1035'(448.561 METERS OR 1,471.654 FEET.)  NOTE-- THIS BENCH MARK
 HW1035'WAS ORIGINALLY DESCRIBED AS BEING 1.1 MILES NORTHWEST ALONG
 HW1035'SECONDARY STATE HIGHWAY 620 FROM THE BALTIMORE AND OHIO RAILROAD
 HW1035'STATION AT MOUNT SIDNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1837 ***********************************************************************
 HW1837  DESIGNATION -  D 102
 HW1837  PID         -  HW1837
 HW1837  STATE/COUNTY-  VA/HIGHLAND
 HW1837  USGS QUAD   -  MONTEREY (1976)
 HW1837
 HW1837                         *CURRENT SURVEY CONTROL
 HW1837  ___________________________________________________________________
 HW1837* NAD 83(1986)-  38 27 04.     (N)    079 31 57.     (W)     SCALED    
 HW1837* NAVD 88     -       801.834  (meters)    2630.68   (feet)  ADJUSTED  
 HW1837  ___________________________________________________________________
 HW1837  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HW1837  DYNAMIC HT  -         801.190 (meters)    2628.57  (feet)  COMP
 HW1837  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 HW1837
 HW1837  VERT ORDER  -  SECOND    CLASS 0
 HW1837
 HW1837.The horizontal coordinates were scaled from a topographic map and have
 HW1837.an estimated accuracy of +/- 6 seconds.
 HW1837
 HW1837.The orthometric height was determined by differential leveling
 HW1837.and adjusted by the National Geodetic Survey in June 1991..
 HW1837
 HW1837.The geoid height was determined by GEOID03.
 HW1837
 HW1837.The dynamic height is computed by dividing the NAVD 88
 HW1837.geopotential number by the normal gravity value computed on the
 HW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1837.degrees latitude (g = 980.6199 gals.).
 HW1837
 HW1837.The modeled gravity was interpolated from observed gravity values.
 HW1837
 HW1837;                    North         East    Units  Estimated Accuracy
 HW1837;SPC VA N     - 2,087,580.    3,409,880.      MT  (+/- 180 meters Scaled)
 HW1837
 HW1837                          SUPERSEDED SURVEY CONTROL
 HW1837
 HW1837  NGVD 29 (??/??/92)  801.908  (m)         2630.93   (f) ADJ UNCH    2 0
 HW1837
 HW1837.Superseded values are not recommended for survey control.
 HW1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1837.See file dsdata.txt to determine how the superseded data were derived.
 HW1837
 HW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC280568(NAD 83)
 HW1837_MARKER: DB = BENCH MARK DISK
 HW1837_SETTING: 0 = UNSPECIFIED SETTING
 HW1837_STAMPING: D 102
 HW1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1837
 HW1837  HISTORY     - Date     Condition        Report By
 HW1837  HISTORY     - UNK      MONUMENTED       CGS
 HW1837  HISTORY     - 1934     GOOD             NGS
 HW1837
 HW1837                          STATION DESCRIPTION
 HW1837
 HW1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HW1837'2.5 MI S FROM STRAIT CREEK.
 HW1837'150 FEET NORTHEAST OF TOP OF HILL, AT INTERSECTION OF ROAD 629
 HW1837'WITH HIGHWAY 18, 34 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 28
 HW1837'FEET NORTHEAST OF CENTERLINE OF ROAD 629, 10 FEET NORTHEAST OF
 HW1837'8 INCH APPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1673 ***********************************************************************
 HW1673  DESIGNATION -  D 103
 HW1673  PID         -  HW1673
 HW1673  STATE/COUNTY-  VA/ROCKINGHAM
 HW1673  USGS QUAD   -  REDDISH KNOB (1984)
 HW1673
 HW1673                         *CURRENT SURVEY CONTROL
 HW1673  ___________________________________________________________________
 HW1673* NAD 83(1986)-  38 27 44.     (N)    079 10 59.     (W)     SCALED    
 HW1673* NAVD 88     -       764.943  (meters)    2509.65   (feet)  ADJUSTED  
 HW1673  ___________________________________________________________________
 HW1673  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HW1673  DYNAMIC HT  -         764.337 (meters)    2507.66  (feet)  COMP
 HW1673  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 HW1673
 HW1673  VERT ORDER  -  SECOND    CLASS 0
 HW1673
 HW1673.The horizontal coordinates were scaled from a topographic map and have
 HW1673.an estimated accuracy of +/- 6 seconds.
 HW1673
 HW1673.The orthometric height was determined by differential leveling
 HW1673.and adjusted by the National Geodetic Survey in June 1991..
 HW1673
 HW1673.The geoid height was determined by GEOID03.
 HW1673
 HW1673.The dynamic height is computed by dividing the NAVD 88
 HW1673.geopotential number by the normal gravity value computed on the
 HW1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1673.degrees latitude (g = 980.6199 gals.).
 HW1673
 HW1673.The modeled gravity was interpolated from observed gravity values.
 HW1673
 HW1673;                    North         East    Units  Estimated Accuracy
 HW1673;SPC VA N     - 2,088,530.    3,440,390.      MT  (+/- 180 meters Scaled)
 HW1673
 HW1673                          SUPERSEDED SURVEY CONTROL
 HW1673
 HW1673  NGVD 29 (??/??/92)  765.031  (m)         2509.94   (f) ADJ UNCH    2 0
 HW1673
 HW1673.Superseded values are not recommended for survey control.
 HW1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1673.See file dsdata.txt to determine how the superseded data were derived.
 HW1673
 HW1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC585586(NAD 83)
 HW1673_MARKER: DB = BENCH MARK DISK
 HW1673_SETTING: 66 = SET IN ROCK OUTCROP
 HW1673_SP_SET: ROCK OUTCROP
 HW1673_STAMPING: D 103 1935
 HW1673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1673+STABILITY: POSITION/ELEVATION WELL
 HW1673
 HW1673  HISTORY     - Date     Condition        Report By
 HW1673  HISTORY     - 1935     MONUMENTED       CGS
 HW1673  HISTORY     - 1961     GOOD             NGS
 HW1673
 HW1673                          STATION DESCRIPTION
 HW1673
 HW1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1673'7.5 MI NW FROM BRIERY BRANCH.
 HW1673'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 257 FROM THE JUNCTION OF
 HW1673'SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH, ROCKINGHAM COUNTY,
 HW1673'33 FEET SOUTHEAST OF MILEPOST 23, ON THE SIDE OF A HILL, AT
 HW1673'THE PLACE WHERE THE HIGHWAY RUNS ALONG THE TOP OF A NARROW
 HW1673'RIDGE FOR A SHORT DISTANCE, 35 FEET NORTHEAST OF THE CENTERLINE
 HW1673'OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND 5 FEET LOWER
 HW1673'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 103 1935.
 HW1673
 HW1673                          STATION RECOVERY (1961)
 HW1673
 HW1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1632 ***********************************************************************
 HW1632  DESIGNATION -  D 104
 HW1632  PID         -  HW1632
 HW1632  STATE/COUNTY-  VA/AUGUSTA
 HW1632  USGS QUAD   -  STOKESVILLE (1967)
 HW1632
 HW1632                         *CURRENT SURVEY CONTROL
 HW1632  ___________________________________________________________________
 HW1632* NAD 83(1986)-  38 20 50.     (N)    079 13 16.     (W)     SCALED    
 HW1632* NAVD 88     -       590.746  (meters)    1938.14   (feet)  ADJUSTED  
 HW1632  ___________________________________________________________________
 HW1632  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HW1632  DYNAMIC HT  -         590.287 (meters)    1936.63  (feet)  COMP
 HW1632  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HW1632
 HW1632  VERT ORDER  -  SECOND    CLASS 0
 HW1632
 HW1632.The horizontal coordinates were scaled from a topographic map and have
 HW1632.an estimated accuracy of +/- 6 seconds.
 HW1632
 HW1632.The orthometric height was determined by differential leveling
 HW1632.and adjusted by the National Geodetic Survey in June 1991..
 HW1632
 HW1632.The geoid height was determined by GEOID03.
 HW1632
 HW1632.The dynamic height is computed by dividing the NAVD 88
 HW1632.geopotential number by the normal gravity value computed on the
 HW1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1632.degrees latitude (g = 980.6199 gals.).
 HW1632
 HW1632.The modeled gravity was interpolated from observed gravity values.
 HW1632
 HW1632;                    North         East    Units  Estimated Accuracy
 HW1632;SPC VA N     - 2,075,790.    3,436,970.      MT  (+/- 180 meters Scaled)
 HW1632
 HW1632                          SUPERSEDED SURVEY CONTROL
 HW1632
 HW1632  NGVD 29 (??/??/92)  590.851  (m)         1938.48   (f) ADJ UNCH    2 0
 HW1632
 HW1632.Superseded values are not recommended for survey control.
 HW1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1632.See file dsdata.txt to determine how the superseded data were derived.
 HW1632
 HW1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC554458(NAD 83)
 HW1632_MARKER: DB = BENCH MARK DISK
 HW1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1632_STAMPING: D 104 1935
 HW1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1632+STABILITY: SURFACE MOTION
 HW1632
 HW1632  HISTORY     - Date     Condition        Report By
 HW1632  HISTORY     - 1935     MONUMENTED       CGS
 HW1632
 HW1632                          STATION DESCRIPTION
 HW1632
 HW1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1632'1 MI NW FROM STOKESVILLE.
 HW1632'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1632'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1632'COUNTY, THENCE 4.4 MILES SOUTHWEST ALONG A FOREST SERVICE ROAD,
 HW1632'AT A CURVE IN THE ROAD FROM SOUTH TO WEST, 110 FEET EAST OF THE
 HW1632'JUNCTION OF A ROAD LEADING SOUTHEAST, 60 FEET EAST OF THE EAST
 HW1632'END OF A DOUBLE CULVERT, 58 FEET SOUTHEAST OF THE CENTERLINE OF
 HW1632'THE ROAD LEADING NORTH, 40 FEET EAST OF A CREEK, AND 15 FEET EAST
 HW1632'OF A BORROW PIT.  A STANDARD DISK, STAMPED D 104 1935 AND SET IN
 HW1632'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1711 ***********************************************************************
 HW1711  DESIGNATION -  D 105
 HW1711  PID         -  HW1711
 HW1711  STATE/COUNTY-  VA/AUGUSTA
 HW1711  USGS QUAD   -  STOKESVILLE (1967)
 HW1711
 HW1711                         *CURRENT SURVEY CONTROL
 HW1711  ___________________________________________________________________
 HW1711* NAD 83(1986)-  38 15 26.     (N)    079 09 35.     (W)     SCALED    
 HW1711* NAVD 88     -       487.546  (meters)    1599.56   (feet)  ADJUSTED  
 HW1711  ___________________________________________________________________
 HW1711  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HW1711  DYNAMIC HT  -         487.175 (meters)    1598.34  (feet)  COMP
 HW1711  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 HW1711
 HW1711  VERT ORDER  -  SECOND    CLASS 0
 HW1711
 HW1711.The horizontal coordinates were scaled from a topographic map and have
 HW1711.an estimated accuracy of +/- 6 seconds.
 HW1711
 HW1711.The orthometric height was determined by differential leveling
 HW1711.and adjusted by the National Geodetic Survey in June 1991..
 HW1711
 HW1711.The geoid height was determined by GEOID03.
 HW1711
 HW1711.The dynamic height is computed by dividing the NAVD 88
 HW1711.geopotential number by the normal gravity value computed on the
 HW1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1711.degrees latitude (g = 980.6199 gals.).
 HW1711
 HW1711.The modeled gravity was interpolated from observed gravity values.
 HW1711
 HW1711;                    North         East    Units  Estimated Accuracy
 HW1711;SPC VA N     - 2,065,760.    3,442,260.      MT  (+/- 180 meters Scaled)
 HW1711
 HW1711                          SUPERSEDED SURVEY CONTROL
 HW1711
 HW1711  NGVD 29 (??/??/92)  487.660  (m)         1599.93   (f) ADJ UNCH    2 0
 HW1711
 HW1711.Superseded values are not recommended for survey control.
 HW1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1711.See file dsdata.txt to determine how the superseded data were derived.
 HW1711
 HW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC610359(NAD 83)
 HW1711_MARKER: DB = BENCH MARK DISK
 HW1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1711_STAMPING: D 105 1935
 HW1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1711+STABILITY: SURFACE MOTION
 HW1711
 HW1711  HISTORY     - Date     Condition        Report By
 HW1711  HISTORY     - 1935     MONUMENTED       CGS
 HW1711  HISTORY     - 1958     MARK NOT FOUND   NGS
 HW1711
 HW1711                          STATION DESCRIPTION
 HW1711
 HW1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1711'2.1 MI NE FROM CHURCHVILLE.
 HW1711'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 42 FROM THE NORTHWEST
 HW1711'JUNCTION OF U.S. HIGHWAY 250 AT CHURCHVILLE, AUGUSTA COUNTY,
 HW1711'1.2 MILES SOUTHWEST OF THE INTERSECTION OF SECONDARY STATE
 HW1711'HIGHWAY 728 AT STOVER, 175 FEET NORTH OF THE TOP OF A SMALL
 HW1711'HILL, AT THE JUNCTION OF A LANE LEADING WEST TO THE ROY SIMMON
 HW1711'HOUSE, 25 FEET NORTH OF THE CENTERLINE OF THE LANE, 20 FEET
 HW1711'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES EAST OF THE
 HW1711'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 105 1935 AND
 HW1711'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A THOROUGH SEARCH
 HW1711'WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.  MR. ROY SIMMON
 HW1711'HAS WIDENED HIS DRIVEWAY AND HE INFORMED ME THAT THE MARK IS
 HW1711'NOW BURIED UNDER ABOUT A 3-FOOT FILL, MR. SIMMON WAS NOT IN
 HW1711'FAVOR OF US DIGGING THE MARK OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0487 ***********************************************************************
 HW0487  DESIGNATION -  D 106
 HW0487  PID         -  HW0487
 HW0487  STATE/COUNTY-  VA/ALBEMARLE
 HW0487  USGS QUAD   -  KESWICK (1984)
 HW0487
 HW0487                         *CURRENT SURVEY CONTROL
 HW0487  ___________________________________________________________________
 HW0487* NAD 83(1986)-  38 03 44.     (N)    078 19 11.     (W)     SCALED    
 HW0487* NAVD 88     -       158.776  (meters)     520.92   (feet)  ADJUSTED  
 HW0487  ___________________________________________________________________
 HW0487  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW0487  DYNAMIC HT  -         158.668 (meters)     520.56  (feet)  COMP
 HW0487  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 HW0487
 HW0487  VERT ORDER  -  SECOND    CLASS 0
 HW0487
 HW0487.The horizontal coordinates were scaled from a topographic map and have
 HW0487.an estimated accuracy of +/- 6 seconds.
 HW0487
 HW0487.The orthometric height was determined by differential leveling
 HW0487.and adjusted by the National Geodetic Survey in June 1991..
 HW0487
 HW0487.The geoid height was determined by GEOID03.
 HW0487
 HW0487.The dynamic height is computed by dividing the NAVD 88
 HW0487.geopotential number by the normal gravity value computed on the
 HW0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0487.degrees latitude (g = 980.6199 gals.).
 HW0487
 HW0487.The modeled gravity was interpolated from observed gravity values.
 HW0487
 HW0487;                    North         East    Units  Estimated Accuracy
 HW0487;SPC VA S     - 1,191,890.    3,515,820.      MT  (+/- 180 meters Scaled)
 HW0487
 HW0487                          SUPERSEDED SURVEY CONTROL
 HW0487
 HW0487  NGVD 29 (??/??/92)  159.017  (m)          521.71   (f) ADJ UNCH    2 0
 HW0487
 HW0487.Superseded values are not recommended for survey control.
 HW0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0487.See file dsdata.txt to determine how the superseded data were derived.
 HW0487
 HW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC351161(NAD 83)
 HW0487_MARKER: DB = BENCH MARK DISK
 HW0487_SETTING: 80 = SET IN A BOULDER
 HW0487_STAMPING: D 106 1935
 HW0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0487+STABILITY: SURFACE MOTION
 HW0487
 HW0487  HISTORY     - Date     Condition        Report By
 HW0487  HISTORY     - 1935     MONUMENTED       CGS
 HW0487  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0487
 HW0487                          STATION DESCRIPTION
 HW0487
 HW0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0487'0.7 MI NW FROM CISMONT.
 HW0487'0.7 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 HW0487'INTERSECTION OF STATE HIGHWAY 22 AT CISMONT, ALBEMARLE COUNTY,
 HW0487'60 FEET EAST OF A SMALL STREAM, 22 FEET NORTH OF THE CENTERLINE
 HW0487'OF THE HIGHWAY, AND IN THE BASE OF A LARGE BOULDER.  A STANDARD
 HW0487'DISK, STAMPED D 106 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0158 ***********************************************************************
 GW0158  DESIGNATION -  D 107
 GW0158  PID         -  GW0158
 GW0158  STATE/COUNTY-  VA/FLUVANNA
 GW0158  USGS QUAD   -  SCOTTSVILLE (1974)
 GW0158
 GW0158                         *CURRENT SURVEY CONTROL
 GW0158  ___________________________________________________________________
 GW0158* NAD 83(1986)-  37 50 50.     (N)    078 25 15.     (W)     SCALED    
 GW0158* NAVD 88     -       154.746  (meters)     507.70   (feet)  ADJUSTED  
 GW0158  ___________________________________________________________________
 GW0158  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW0158  DYNAMIC HT  -         154.640 (meters)     507.35  (feet)  COMP
 GW0158  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 GW0158
 GW0158  VERT ORDER  -  SECOND    CLASS 0
 GW0158
 GW0158.The horizontal coordinates were scaled from a topographic map and have
 GW0158.an estimated accuracy of +/- 6 seconds.
 GW0158
 GW0158.The orthometric height was determined by differential leveling
 GW0158.and adjusted by the National Geodetic Survey in June 1991..
 GW0158
 GW0158.The geoid height was determined by GEOID03.
 GW0158
 GW0158.The dynamic height is computed by dividing the NAVD 88
 GW0158.geopotential number by the normal gravity value computed on the
 GW0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0158.degrees latitude (g = 980.6199 gals.).
 GW0158
 GW0158.The modeled gravity was interpolated from observed gravity values.
 GW0158
 GW0158;                    North         East    Units  Estimated Accuracy
 GW0158;SPC VA S     - 1,168,010.    3,506,970.      MT  (+/- 180 meters Scaled)
 GW0158
 GW0158                          SUPERSEDED SURVEY CONTROL
 GW0158
 GW0158  NGVD 29 (??/??/92)  155.020  (m)          508.59   (f) ADJ UNCH    2 0
 GW0158
 GW0158.Superseded values are not recommended for survey control.
 GW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0158.See file dsdata.txt to determine how the superseded data were derived.
 GW0158
 GW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB269919(NAD 83)
 GW0158_MARKER: DB = BENCH MARK DISK
 GW0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0158_STAMPING: D 107 1935
 GW0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0158+STABILITY: SURFACE MOTION
 GW0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0158+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW0158
 GW0158  HISTORY     - Date     Condition        Report By
 GW0158  HISTORY     - 1935     MONUMENTED       CGS
 GW0158  HISTORY     - 1963     GOOD             NGS
 GW0158  HISTORY     - 1983     GOOD             NGS
 GW0158  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0158  HISTORY     - 20031009 GOOD             USPSQD
 GW0158  HISTORY     - 20060209 GOOD             USPSQD
 GW0158
 GW0158                          STATION DESCRIPTION
 GW0158
 GW0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0158'4 MI SE FROM WOODRIDGE.
 GW0158'IN FLUVANNA COUNTY, 4.0 MILES SOUTHEAST ALONG SECONDARY STATE
 GW0158'HIGHWAY 620 FROM THE ROAD INTERSECTION AT WOODRIDGE, ALBEMARLE
 GW0158'COUNTY, AT ANTIOCH, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD
 GW0158'LEADING TO THE GENERAL STORE, AT THE JUNCTION OF SECONDARY STATE
 GW0158'HIGHWAY 627 LEADING TO SCOTTSVILLE, IN THE TRIANGULAR-SHAPED
 GW0158'PIECE OF GROUND FORMED BY THE JUNCTION, 60 FEET SOUTH OF THE
 GW0158'CENTERLINE OF SECONDARY STATE HIGHWAY 627, 30 FEET WEST OF THE
 GW0158'CENTERLINE OF SECONDARY STATE HIGHWAY 620, AND 9 FEET EAST OF A
 GW0158'GROUP OF FIVE MAILBOXES.  A STANDARD DISK, STAMPED D 107 1935 AND
 GW0158'SET IN THE TOP OF A CONCRETE POST.
 GW0158
 GW0158                          STATION RECOVERY (1983)
 GW0158
 GW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0158'RECOVERED IN GOOD CONDITION.
 GW0158
 GW0158                          STATION RECOVERY (1998)
 GW0158
 GW0158'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0158'MARK NOT FOUND.
 GW0158
 GW0158                          STATION RECOVERY (2003)
 GW0158
 GW0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW0158'SECONDARY STATE HIGHWAY 627 HAS BEEN CHANGED TO 637
 GW0158
 GW0158                          STATION RECOVERY (2006)
 GW0158
 GW0158'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0557 ***********************************************************************
 GY0557  DESIGNATION -  D 108
 GY0557  PID         -  GY0557
 GY0557  STATE/COUNTY-  VA/DICKENSON
 GY0557  USGS QUAD   -  ELKHORN CITY (1978)
 GY0557
 GY0557                         *CURRENT SURVEY CONTROL
 GY0557  ___________________________________________________________________
 GY0557* NAD 83(1986)-  37 17 38.     (N)    082 18 55.     (W)     SCALED    
 GY0557* NAVD 88     -       300.281  (meters)     985.17   (feet)  ADJUSTED  
 GY0557  ___________________________________________________________________
 GY0557  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GY0557  DYNAMIC HT  -         300.036 (meters)     984.37  (feet)  COMP
 GY0557  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 GY0557
 GY0557  VERT ORDER  -  SECOND    CLASS 0
 GY0557
 GY0557.The horizontal coordinates were scaled from a topographic map and have
 GY0557.an estimated accuracy of +/- 6 seconds.
 GY0557
 GY0557.The orthometric height was determined by differential leveling
 GY0557.and adjusted by the National Geodetic Survey in June 1991..
 GY0557
 GY0557.The geoid height was determined by GEOID03.
 GY0557
 GY0557.The dynamic height is computed by dividing the NAVD 88
 GY0557.geopotential number by the normal gravity value computed on the
 GY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0557.degrees latitude (g = 980.6199 gals.).
 GY0557
 GY0557.The modeled gravity was interpolated from observed gravity values.
 GY0557
 GY0557;                    North         East    Units  Estimated Accuracy
 GY0557;SPC VA S     - 1,113,430.    3,161,820.      MT  (+/- 180 meters Scaled)
 GY0557
 GY0557                          SUPERSEDED SURVEY CONTROL
 GY0557
 GY0557  NGVD 29 (??/??/92)  300.477  (m)          985.82   (f) ADJ UNCH    2 0
 GY0557
 GY0557.Superseded values are not recommended for survey control.
 GY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0557.See file dsdata.txt to determine how the superseded data were derived.
 GY0557
 GY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB834282(NAD 83)
 GY0557_MARKER: DB = BENCH MARK DISK
 GY0557_SETTING: 66 = SET IN ROCK OUTCROP
 GY0557_SP_SET: ROCK CUT
 GY0557_STAMPING: D 108 1935
 GY0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0557+STABILITY: POSITION/ELEVATION WELL
 GY0557
 GY0557  HISTORY     - Date     Condition        Report By
 GY0557  HISTORY     - 1935     MONUMENTED       CGS
 GY0557  HISTORY     - 1958     GOOD             NGS
 GY0557
 GY0557                          STATION DESCRIPTION
 GY0557
 GY0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0557'2.9 MI S FROM ELKHORN CITY.
 GY0557'IN VIRGINIA, ABOUT 2.9 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD
 GY0557'FROM THE STATION AT ELKHORN CITY, PIKE COUNTY, KENTUCKY, 0.25
 GY0557'MILE SOUTH OF MILEPOST 3, ABOUT 8 RAILS SOUTHEAST OF THE
 GY0557'VIRGINIA - KENTUCKY STATE LINE, ABOUT 2 RAILS NORTHWEST OF THE
 GY0557'NORTHWEST END OF THE STATE LINE TUNNEL, SET VERTICALLY IN THE
 GY0557'NORTHEAST FACE OF A ROCK CUT, 11 FEET SOUTHWEST OF THE SOUTHWEST
 GY0557'RAIL, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0160 ***********************************************************************
 GA0160  DESIGNATION -  D 109
 GA0160  PID         -  GA0160
 GA0160  STATE/COUNTY-  VA/RUSSELL
 GA0160  USGS QUAD   -  ST PAUL (1991)
 GA0160
 GA0160                         *CURRENT SURVEY CONTROL
 GA0160  ___________________________________________________________________
 GA0160* NAD 83(1986)-  36 58 38.     (N)    082 17 57.     (W)     SCALED    
 GA0160* NAVD 88     -       535.525  (meters)    1756.97   (feet)  POSTED    
 GA0160  ___________________________________________________________________
 GA0160  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GA0160  DYNAMIC HT  -         535.050 (meters)    1755.41  (feet)  COMP
 GA0160  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 GA0160
 GA0160  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GA0160
 GA0160.The horizontal coordinates were scaled from a topographic map and have
 GA0160.an estimated accuracy of +/- 6 seconds.
 GA0160
 GA0160.The orthometric height was determined by differential leveling
 GA0160.and adjusted by the National Geodetic Survey in 1992..
 GA0160.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GA0160.rate greater than 8.0 mm/km.
 GA0160
 GA0160.The geoid height was determined by GEOID03.
 GA0160
 GA0160.The dynamic height is computed by dividing the NAVD 88
 GA0160.geopotential number by the normal gravity value computed on the
 GA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0160.degrees latitude (g = 980.6199 gals.).
 GA0160
 GA0160.The modeled gravity was interpolated from observed gravity values.
 GA0160
 GA0160;                    North         East    Units  Estimated Accuracy
 GA0160;SPC VA S     - 1,078,260.    3,161,830.      MT  (+/- 180 meters Scaled)
 GA0160
 GA0160                          SUPERSEDED SURVEY CONTROL
 GA0160
 GA0160  NGVD 29 (??/??/92)  535.67   (m)         1757.4    (f) COMPUTED    2 0
 GA0160
 GA0160.Superseded values are not recommended for survey control.
 GA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0160.See file dsdata.txt to determine how the superseded data were derived.
 GA0160
 GA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA843931(NAD 83)
 GA0160_MARKER: DB = BENCH MARK DISK
 GA0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0160_STAMPING: D 109 1935
 GA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0160+STABILITY: SURFACE MOTION
 GA0160
 GA0160  HISTORY     - Date     Condition        Report By
 GA0160  HISTORY     - 1935     MONUMENTED       CGS
 GA0160  HISTORY     - 1958     MARK NOT FOUND   NGS
 GA0160
 GA0160                          STATION DESCRIPTION
 GA0160
 GA0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0160'AT DANTE.
 GA0160'AT DANTE, ON THE CLINCHFIELD RAILROAD, 23 YARDS SOUTH OF THE SOUTH
 GA0160'END OF THE STATION, 47 FEET EAST OF THE EAST RAIL OF THE MAIN
 GA0160'TRACK, 23 FEET WEST OF THE CENTERLINE OF A HIGHWAY, 1 FOOT WEST
 GA0160'OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 GA0160'DISK, STAMPED D 109 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2526 ***********************************************************************
 GV2526  DESIGNATION -  D 110
 GV2526  PID         -  GV2526
 GV2526  STATE/COUNTY-  VA/GOOCHLAND
 GV2526  USGS QUAD   -  SOUTH ANNA (1981)
 GV2526
 GV2526                         *CURRENT SURVEY CONTROL
 GV2526  ___________________________________________________________________
 GV2526* NAD 83(1986)-  37 49 36.     (N)    077 58 22.     (W)     SCALED    
 GV2526* NAVD 88     -        80.584  (meters)     264.38   (feet)  ADJUSTED  
 GV2526  ___________________________________________________________________
 GV2526  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GV2526  DYNAMIC HT  -          80.529 (meters)     264.20  (feet)  COMP
 GV2526  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 GV2526
 GV2526  VERT ORDER  -  SECOND    CLASS 0
 GV2526
 GV2526.The horizontal coordinates were scaled from a topographic map and have
 GV2526.an estimated accuracy of +/- 6 seconds.
 GV2526
 GV2526.The orthometric height was determined by differential leveling
 GV2526.and adjusted by the National Geodetic Survey in June 1991..
 GV2526
 GV2526.The geoid height was determined by GEOID03.
 GV2526
 GV2526.The dynamic height is computed by dividing the NAVD 88
 GV2526.geopotential number by the normal gravity value computed on the
 GV2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2526.degrees latitude (g = 980.6199 gals.).
 GV2526
 GV2526.The modeled gravity was interpolated from observed gravity values.
 GV2526
 GV2526;                    North         East    Units  Estimated Accuracy
 GV2526;SPC VA S     - 1,165,860.    3,546,420.      MT  (+/- 180 meters Scaled)
 GV2526
 GV2526                          SUPERSEDED SURVEY CONTROL
 GV2526
 GV2526  NGVD 29 (??/??/??)   80.856  (m)          265.28   (f) ADJUSTED    2 0
 GV2526
 GV2526.Superseded values are not recommended for survey control.
 GV2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2526.See file dsdata.txt to determine how the superseded data were derived.
 GV2526
 GV2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG383907(NAD 83)
 GV2526_MARKER: DB = BENCH MARK DISK
 GV2526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2526_SP_SET: BRIDGE
 GV2526_STAMPING: D 110 1935
 GV2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2526+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2526
 GV2526  HISTORY     - Date     Condition        Report By
 GV2526  HISTORY     - 1935     MONUMENTED       CGS
 GV2526  HISTORY     - 1958     GOOD             CGS
 GV2526  HISTORY     - 19980225 GOOD             USPSQD
 GV2526  HISTORY     - 20021008 GOOD             USPSQD
 GV2526  HISTORY     - 20060311 GOOD             USPSQD
 GV2526
 GV2526                          STATION DESCRIPTION
 GV2526
 GV2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2526'8.3 MI SE FROM FERNCLIFF.
 GV2526'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 GV2526'OF SECONDARY STATE HIGHWAY 605 AT SHANNON HILL, 0.3 MILE SOUTH
 GV2526'OF A ROAD INTERSECTION, AT THE SOUTHEAST CORNER OF A CONCRETE
 GV2526'BRIDGE, IN THE TOP OF THE WING WALL, BEHIND THE BANNISTER, AND
 GV2526'ABOUT 5 INCHES LOWER THAN THE BRIDGE FLOOR.
 GV2526
 GV2526                          STATION RECOVERY (1998)
 GV2526
 GV2526'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2526'RECOVERED IN GOOD CONDITION.
 GV2526
 GV2526                          STATION RECOVERY (2002)
 GV2526
 GV2526'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2526' 
 GV2526' 
 GV2526
 GV2526                          STATION RECOVERY (2006)
 GV2526
 GV2526'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2526'MARK IS ALSO 190 DEGREES FROM TELEPHONE PEDESTIAL ACROSS RT 663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0174 ***********************************************************************
 GW0174  DESIGNATION -  D 112
 GW0174  PID         -  GW0174
 GW0174  STATE/COUNTY-  VA/LOUISA
 GW0174  USGS QUAD   -  FERNCLIFF (1984)
 GW0174
 GW0174                         *CURRENT SURVEY CONTROL
 GW0174  ___________________________________________________________________
 GW0174* NAD 83(1986)-  37 53 54.     (N)    078 00 49.     (W)     SCALED    
 GW0174* NAVD 88     -       139.501  (meters)     457.68   (feet)  ADJUSTED  
 GW0174  ___________________________________________________________________
 GW0174  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW0174  DYNAMIC HT  -         139.406 (meters)     457.37  (feet)  COMP
 GW0174  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 GW0174
 GW0174  VERT ORDER  -  SECOND    CLASS 0
 GW0174
 GW0174.The horizontal coordinates were scaled from a topographic map and have
 GW0174.an estimated accuracy of +/- 6 seconds.
 GW0174
 GW0174.The orthometric height was determined by differential leveling
 GW0174.and adjusted by the National Geodetic Survey in June 1991..
 GW0174
 GW0174.The geoid height was determined by GEOID03.
 GW0174
 GW0174.The dynamic height is computed by dividing the NAVD 88
 GW0174.geopotential number by the normal gravity value computed on the
 GW0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0174.degrees latitude (g = 980.6199 gals.).
 GW0174
 GW0174.The modeled gravity was interpolated from observed gravity values.
 GW0174
 GW0174;                    North         East    Units  Estimated Accuracy
 GW0174;SPC VA S     - 1,173,790.    3,542,780.      MT  (+/- 180 meters Scaled)
 GW0174
 GW0174                          SUPERSEDED SURVEY CONTROL
 GW0174
 GW0174  NGVD 29 (??/??/92)  139.749  (m)          458.49   (f) ADJ UNCH    2 0
 GW0174
 GW0174.Superseded values are not recommended for survey control.
 GW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0174.See file dsdata.txt to determine how the superseded data were derived.
 GW0174
 GW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB625987(NAD 83)
 GW0174_MARKER: DB = BENCH MARK DISK
 GW0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0174_STAMPING: D 112 1935
 GW0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0174+STABILITY: SURFACE MOTION
 GW0174
 GW0174  HISTORY     - Date     Condition        Report By
 GW0174  HISTORY     - 1935     MONUMENTED       CGS
 GW0174  HISTORY     - 1962     MARK NOT FOUND   USGS
 GW0174  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0174  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0174
 GW0174                          STATION DESCRIPTION
 GW0174
 GW0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0174'1.8 MI NE FROM SHANNON HILL.
 GW0174'IN LOUISA COUNTY, 1.8 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY
 GW0174'605 FROM THE INTERSECTION OF U.S. HIGHWAY 250 AT SHANNON HILL,
 GW0174'GOOCHLAND COUNTY, 0.4 MILE EAST OF A SCHOOL HOUSE, ACROSS THE
 GW0174'ROAD FROM AN OLD HOUSE, AND 30 FEET EAST OF THE CENTERLINE OF THE
 GW0174'HIGHWAY.  A STANDARD DISK, STAMPED D 112 1935 AND SET IN THE
 GW0174'TOP OF A CONCRETE POST.
 GW0174
 GW0174                          STATION RECOVERY (1962)
 GW0174
 GW0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GW0174'MARK NOT FOUND.
 GW0174
 GW0174                          STATION RECOVERY (1998)
 GW0174
 GW0174'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0174'MARK NOT FOUND.
 GW0174
 GW0174                          STATION RECOVERY (2002)
 GW0174
 GW0174'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3354 ***********************************************************************
 HV3354  DESIGNATION -  D 114
 HV3354  PID         -  HV3354
 HV3354  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3354  USGS QUAD   -  LAHORE (1981)
 HV3354
 HV3354                         *CURRENT SURVEY CONTROL
 HV3354  ___________________________________________________________________
 HV3354* NAD 83(1986)-  38 10 32.     (N)    077 53 23.     (W)     SCALED    
 HV3354* NAVD 88     -        87.829  (meters)     288.15   (feet)  ADJUSTED  
 HV3354  ___________________________________________________________________
 HV3354  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV3354  DYNAMIC HT  -          87.772 (meters)     287.97  (feet)  COMP
 HV3354  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 HV3354
 HV3354  VERT ORDER  -  SECOND    CLASS 0
 HV3354
 HV3354.The horizontal coordinates were scaled from a topographic map and have
 HV3354.an estimated accuracy of +/- 6 seconds.
 HV3354
 HV3354.The orthometric height was determined by differential leveling
 HV3354.and adjusted by the National Geodetic Survey in June 1991..
 HV3354
 HV3354.The geoid height was determined by GEOID03.
 HV3354
 HV3354.The dynamic height is computed by dividing the NAVD 88
 HV3354.geopotential number by the normal gravity value computed on the
 HV3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3354.degrees latitude (g = 980.6199 gals.).
 HV3354
 HV3354.The modeled gravity was interpolated from observed gravity values.
 HV3354
 HV3354;                    North         East    Units  Estimated Accuracy
 HV3354;SPC VA N     - 2,056,660.    3,553,470.      MT  (+/- 180 meters Scaled)
 HV3354
 HV3354                          SUPERSEDED SURVEY CONTROL
 HV3354
 HV3354  NGVD 29 (??/??/??)   88.084  (m)          288.99   (f) ADJUSTED    2 0
 HV3354
 HV3354.Superseded values are not recommended for survey control.
 HV3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3354.See file dsdata.txt to determine how the superseded data were derived.
 HV3354
 HV3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH468292(NAD 83)
 HV3354_MARKER: DB = BENCH MARK DISK
 HV3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3354_STAMPING: D 114 1935
 HV3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3354+STABILITY: SURFACE MOTION
 HV3354
 HV3354  HISTORY     - Date     Condition        Report By
 HV3354  HISTORY     - 1935     MONUMENTED       CGS
 HV3354  HISTORY     - 1966     MARK NOT FOUND   CGS
 HV3354  HISTORY     - 19981125 MARK NOT FOUND   USPSQD
 HV3354
 HV3354                          STATION DESCRIPTION
 HV3354
 HV3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3354'1.8 MI NW FROM BELMONT.
 HV3354'1.8 MILES NORTHWEST ALONG COUNTY ROAD 652 FROM A STORE AT BELMONT,
 HV3354'SPOTSYLVANIA COUNTY, AT THE FOOT OF A HILL, ABOUT 100 FEET WEST OF
 HV3354'A SHARP CRUVE TO THE SOUTHWEST, ABOUT 88 FEET WEST OF THE CROSSING
 HV3354'OVER A SMALL STREAM, AND 30 FEET NORTHEAST OF THE CENTER LINE
 HV3354'OF THE ROAD.  A STANDARD DISK, STAMPED D 114 1935 AND SET IN THE
 HV3354'TOP OF A CONCRETE POST.
 HV3354
 HV3354                          STATION RECOVERY (1966)
 HV3354
 HV3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HV3354'MARK NOT FOUND.
 HV3354
 HV3354                          STATION RECOVERY (1998)
 HV3354
 HV3354'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2627 ***********************************************************************
 HV2627  DESIGNATION -  D 116
 HV2627  PID         -  HV2627
 HV2627  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2627  USGS QUAD   -  JOPLIN (1971)
 HV2627
 HV2627                         *CURRENT SURVEY CONTROL
 HV2627  ___________________________________________________________________
 HV2627* NAD 83(1986)-  38 36 46.     (N)    077 23 09.     (W)     SCALED    
 HV2627* NAVD 88     -        97.439  (meters)     319.68   (feet)  ADJUSTED  
 HV2627  ___________________________________________________________________
 HV2627  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV2627  DYNAMIC HT  -          97.382 (meters)     319.49  (feet)  COMP
 HV2627  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 HV2627
 HV2627  VERT ORDER  -  SECOND    CLASS 0
 HV2627
 HV2627.The horizontal coordinates were scaled from a topographic map and have
 HV2627.an estimated accuracy of +/- 6 seconds.
 HV2627
 HV2627.The orthometric height was determined by differential leveling
 HV2627.and adjusted by the National Geodetic Survey in June 1991..
 HV2627
 HV2627.The geoid height was determined by GEOID03.
 HV2627
 HV2627.The dynamic height is computed by dividing the NAVD 88
 HV2627.geopotential number by the normal gravity value computed on the
 HV2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2627.degrees latitude (g = 980.6199 gals.).
 HV2627
 HV2627.The modeled gravity was interpolated from observed gravity values.
 HV2627
 HV2627;                    North         East    Units  Estimated Accuracy
 HV2627;SPC VA N     - 2,105,610.    3,597,030.      MT  (+/- 180 meters Scaled)
 HV2627
 HV2627                          SUPERSEDED SURVEY CONTROL
 HV2627
 HV2627  NGVD 29 (??/??/??)   97.678  (m)          320.47   (f) ADJUSTED    2 0
 HV2627
 HV2627.Superseded values are not recommended for survey control.
 HV2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2627.See file dsdata.txt to determine how the superseded data were derived.
 HV2627
 HV2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH922765(NAD 83)
 HV2627_MARKER: DB = BENCH MARK DISK
 HV2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2627_STAMPING: D 116 1935
 HV2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2627+STABILITY: SURFACE MOTION
 HV2627
 HV2627  HISTORY     - Date     Condition        Report By
 HV2627  HISTORY     - 1935     MONUMENTED       CGS
 HV2627  HISTORY     - 1943     GOOD             USE
 HV2627
 HV2627                          STATION DESCRIPTION
 HV2627
 HV2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2627'3.5 MI SE FROM INDEPENDENT HILL.
 HV2627'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 234 FROM INDEPENDENCE
 HV2627'HILL, PRINCE WILLIAM COUNTY, AT THE JUNCTION OF A PRIVATE ROAD
 HV2627'LEADING NORTH, 50 YARDS WEST OF A HOUSE, 36 FEET NORTH OF THE
 HV2627'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER OF A
 HV2627'GATE, AND 6 FEET SOUTH OF THE NORTH PROPERTY-LINE.  A STANDARD
 HV2627'DISK, STAMPED D 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV2627
 HV2627                          STATION RECOVERY (1943)
 HV2627
 HV2627'RECOVERY NOTE BY US ENGINEERS 1943
 HV2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3939 ***********************************************************************
 HV3939  DESIGNATION -  D 117
 HV3939  PID         -  HV3939
 HV3939  STATE/COUNTY-  VA/FAUQUIER
 HV3939  USGS QUAD   -  MIDLAND (1983)
 HV3939
 HV3939                         *CURRENT SURVEY CONTROL
 HV3939  ___________________________________________________________________
 HV3939* NAD 83(1986)-  38 32 36.     (N)    077 43 51.     (W)     SCALED    
 HV3939* NAVD 88     -        82.183  (meters)     269.63   (feet)  ADJUSTED  
 HV3939  ___________________________________________________________________
 HV3939  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3939  DYNAMIC HT  -          82.134 (meters)     269.47  (feet)  COMP
 HV3939  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 HV3939
 HV3939  VERT ORDER  -  SECOND    CLASS 0
 HV3939
 HV3939.The horizontal coordinates were scaled from a topographic map and have
 HV3939.an estimated accuracy of +/- 6 seconds.
 HV3939
 HV3939.The orthometric height was determined by differential leveling
 HV3939.and adjusted by the National Geodetic Survey in June 1991..
 HV3939
 HV3939.The geoid height was determined by GEOID03.
 HV3939
 HV3939.The dynamic height is computed by dividing the NAVD 88
 HV3939.geopotential number by the normal gravity value computed on the
 HV3939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3939.degrees latitude (g = 980.6199 gals.).
 HV3939
 HV3939.The modeled gravity was interpolated from observed gravity values.
 HV3939
 HV3939;                    North         East    Units  Estimated Accuracy
 HV3939;SPC VA N     - 2,097,590.    3,567,050.      MT  (+/- 180 meters Scaled)
 HV3939
 HV3939                          SUPERSEDED SURVEY CONTROL
 HV3939
 HV3939  NGVD 29 (??/??/??)   82.422  (m)          270.41   (f) ADJUSTED    2 0
 HV3939
 HV3939.Superseded values are not recommended for survey control.
 HV3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3939.See file dsdata.txt to determine how the superseded data were derived.
 HV3939
 HV3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH620696(NAD 83)
 HV3939_MARKER: DB = BENCH MARK DISK
 HV3939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3939_SP_SET: PIER
 HV3939_STAMPING: D 117 1935
 HV3939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3939
 HV3939  HISTORY     - Date     Condition        Report By
 HV3939  HISTORY     - 1935     MONUMENTED       CGS
 HV3939  HISTORY     - 1960     GOOD             CGS
 HV3939
 HV3939                          STATION DESCRIPTION
 HV3939
 HV3939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3939'2.9 MI SE FROM BEALETON.
 HV3939'ALONG STATE ROAD 17 IN BRIDGE OF MARSH RUN, 15 FEET SOUTH OF
 HV3939'CENTERLINE OF 17 AND ON THE SOUTH END OF CENTER PIER OF BRIDGE,
 HV3939'1 FOOT BELOW BRIDGE FLOOR.
 HV3939
 HV3939                          STATION RECOVERY (1960)
 HV3939
 HV3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3940 ***********************************************************************
 HV3940  DESIGNATION -  D 117 RESET 1961
 HV3940  PID         -  HV3940
 HV3940  STATE/COUNTY-  VA/FAUQUIER
 HV3940  USGS QUAD   -  MIDLAND (1983)
 HV3940
 HV3940                         *CURRENT SURVEY CONTROL
 HV3940  ___________________________________________________________________
 HV3940* NAD 83(1986)-  38 32 36.     (N)    077 43 51.     (W)     SCALED    
 HV3940* NAVD 88     -        82.83   (meters)     271.8    (feet)  RESET     
 HV3940  ___________________________________________________________________
 HV3940  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3940
 HV3940  VERT ORDER  -  THIRD
 HV3940
 HV3940.The horizontal coordinates were scaled from a topographic map and have
 HV3940.an estimated accuracy of +/- 6 seconds.
 HV3940
 HV3940.The orthometric height was computed from unverified reset data.
 HV3940.No vertical observational check was made to the station.
 HV3940
 HV3940.The geoid height was determined by GEOID03.
 HV3940
 HV3940;                    North         East    Units  Estimated Accuracy
 HV3940;SPC VA N     - 2,097,590.    3,567,050.      MT  (+/- 180 meters Scaled)
 HV3940
 HV3940                          SUPERSEDED SURVEY CONTROL
 HV3940
 HV3940  NGVD 29 (??/??/??)   83.07   (m)          272.5    (f) RESET       3  
 HV3940
 HV3940.Superseded values are not recommended for survey control.
 HV3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3940.See file dsdata.txt to determine how the superseded data were derived.
 HV3940
 HV3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH620696(NAD 83)
 HV3940_MARKER: DB = BENCH MARK DISK
 HV3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3940_STAMPING: D 117 RESET 1961
 HV3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3940+STABILITY: SURFACE MOTION
 HV3940
 HV3940  HISTORY     - Date     Condition        Report By
 HV3940  HISTORY     - 1961     MONUMENTED       CGS
 HV3940
 HV3940                          STATION DESCRIPTION
 HV3940
 HV3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3940'2.9 MI SE FROM BEALETON.
 HV3940'THIS MARK IS LOCATED ABOUT 2.9 MILES SOUTHEAST ALONG STATE
 HV3940'HIGHWAY 17 FROM BEALETON, AND 0.15 MILE NORTH OF THE
 HV3940'JUNCTION OF STATE HIGHWAY 17 AND SECONDARY STATE HIGHWAY 644, ABOUT
 HV3940'450 FEET NORTH OF THE CENTER OF THE PROPOSED (NEW) BRIDE OVER
 HV3940'MARSH RUN, 46 FEET WEST OF THE CENTERLINE OF HIGHWAY 17, 1.5
 HV3940'FEET SOUTH OF A C AND GS WITNESS SIGN AND SET IN THE TOP OF A
 HV3940'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3299 ***********************************************************************
 HV3299  DESIGNATION -  D 118
 HV3299  PID         -  HV3299
 HV3299  STATE/COUNTY-  VA/STAFFORD
 HV3299  USGS QUAD   -  STORCK (1984)
 HV3299
 HV3299                         *CURRENT SURVEY CONTROL
 HV3299  ___________________________________________________________________
 HV3299* NAD 83(1986)-  38 29 18.     (N)    077 34 34.     (W)     SCALED    
 HV3299* NAVD 88     -       113.223  (meters)     371.47   (feet)  ADJUSTED  
 HV3299  ___________________________________________________________________
 HV3299  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV3299  DYNAMIC HT  -         113.155 (meters)     371.24  (feet)  COMP
 HV3299  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 HV3299
 HV3299  VERT ORDER  -  SECOND    CLASS 0
 HV3299
 HV3299.The horizontal coordinates were scaled from a topographic map and have
 HV3299.an estimated accuracy of +/- 6 seconds.
 HV3299
 HV3299.The orthometric height was determined by differential leveling
 HV3299.and adjusted by the National Geodetic Survey in June 1991..
 HV3299
 HV3299.The geoid height was determined by GEOID03.
 HV3299
 HV3299.The dynamic height is computed by dividing the NAVD 88
 HV3299.geopotential number by the normal gravity value computed on the
 HV3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3299.degrees latitude (g = 980.6199 gals.).
 HV3299
 HV3299.The modeled gravity was interpolated from observed gravity values.
 HV3299
 HV3299;                    North         East    Units  Estimated Accuracy
 HV3299;SPC VA N     - 2,091,610.    3,580,600.      MT  (+/- 180 meters Scaled)
 HV3299
 HV3299                          SUPERSEDED SURVEY CONTROL
 HV3299
 HV3299  NGVD 29 (??/??/??)  113.471  (m)          372.28   (f) ADJUSTED    2 0
 HV3299
 HV3299.Superseded values are not recommended for survey control.
 HV3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3299.See file dsdata.txt to determine how the superseded data were derived.
 HV3299
 HV3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH753631(NAD 83)
 HV3299_MARKER: DB = BENCH MARK DISK
 HV3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3299_STAMPING: D 118 1935
 HV3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3299+STABILITY: SURFACE MOTION
 HV3299
 HV3299  HISTORY     - Date     Condition        Report By
 HV3299  HISTORY     - 1935     MONUMENTED       CGS
 HV3299  HISTORY     - 1961     GOOD             CGS
 HV3299  HISTORY     - 19960413 GOOD             USPSQD
 HV3299
 HV3299                          STATION DESCRIPTION
 HV3299
 HV3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3299'0.2 MI E FROM HEFLIN.
 HV3299'0.2 MILE EAST ALONG SECONDARY STATE HIGHWAY 616 FROM THE POST
 HV3299'OFFICE AT HEFLIN, STAFFORD COUNTY, 100 FEET WEST OF THE JUNCTION
 HV3299'OF SECONDARY STATE HIGHWAY 612 LEADING NORTH, 29 FEET NORTH OF THE
 HV3299'CENTER LINE OF SECONDARY STATE HIGHWAY 616, AND ABOUT 2 FEET
 HV3299'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 118 1935
 HV3299'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROADS HAVE
 HV3299'CHANGED IN THIS AREA.  THE MARK IS ABOUT 400 FEET EAST OF THE
 HV3299'JUNCTION 616 AND 612, 75 FEET SOUTHWEST OF TELEPHONE POLE
 HV3299'NO. 144, 16 FEET SOUTH OF THE CENTER OF HIGHWAY 616, 2 FEET
 HV3299'NORTH OF A FENCE AND 1 FOOT EAST OF A CGS WITNESS SIGN.
 HV3299
 HV3299                          STATION RECOVERY (1996)
 HV3299
 HV3299'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3307 ***********************************************************************
 HV3307  DESIGNATION -  D 119
 HV3307  PID         -  HV3307
 HV3307  STATE/COUNTY-  VA/STAFFORD
 HV3307  USGS QUAD   -  STORCK (1984)
 HV3307
 HV3307                         *CURRENT SURVEY CONTROL
 HV3307  ___________________________________________________________________
 HV3307* NAD 83(1986)-  38 27 23.     (N)    077 37 28.     (W)     SCALED    
 HV3307* NAVD 88     -        91.759  (meters)     301.05   (feet)  ADJUSTED  
 HV3307  ___________________________________________________________________
 HV3307  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV3307  DYNAMIC HT  -          91.704 (meters)     300.87  (feet)  COMP
 HV3307  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 HV3307
 HV3307  VERT ORDER  -  SECOND    CLASS 0
 HV3307
 HV3307.The horizontal coordinates were scaled from a topographic map and have
 HV3307.an estimated accuracy of +/- 6 seconds.
 HV3307
 HV3307.The orthometric height was determined by differential leveling
 HV3307.and adjusted by the National Geodetic Survey in June 1991..
 HV3307
 HV3307.The geoid height was determined by GEOID03.
 HV3307
 HV3307.The dynamic height is computed by dividing the NAVD 88
 HV3307.geopotential number by the normal gravity value computed on the
 HV3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3307.degrees latitude (g = 980.6199 gals.).
 HV3307
 HV3307.The modeled gravity was interpolated from observed gravity values.
 HV3307
 HV3307;                    North         East    Units  Estimated Accuracy
 HV3307;SPC VA N     - 2,088,020.    3,576,420.      MT  (+/- 180 meters Scaled)
 HV3307
 HV3307                          SUPERSEDED SURVEY CONTROL
 HV3307
 HV3307  NGVD 29 (??/??/??)   92.007  (m)          301.86   (f) ADJUSTED    2 0
 HV3307
 HV3307.Superseded values are not recommended for survey control.
 HV3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3307.See file dsdata.txt to determine how the superseded data were derived.
 HV3307
 HV3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH709597(NAD 83)
 HV3307_MARKER: DB = BENCH MARK DISK
 HV3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3307_STAMPING: D 119 1935
 HV3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3307+STABILITY: SURFACE MOTION
 HV3307
 HV3307  HISTORY     - Date     Condition        Report By
 HV3307  HISTORY     - 1935     MONUMENTED       CGS
 HV3307  HISTORY     - 1961     GOOD             CGS
 HV3307  HISTORY     - 19960413 GOOD             USPSQD
 HV3307
 HV3307                          STATION DESCRIPTION
 HV3307
 HV3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3307'2 MI NE FROM GOLDVEIN.
 HV3307'IN STAFFORD COUNTY, 2.0 MILES NORTHEAST ALONG SECONDARY STATE
 HV3307'HIGHWAY 615 FROM GOLDVEIN, FAUQUIER COUNTY, 1/4 MILE NORTH OF
 HV3307'AN OLD MILL AT THE FAUQUIER-STAFFORD COUNTY LINE, 100 FEET NORTH
 HV3307'OF A CURVE, IN TIMBER, AND 38 FEET EAST OF THE CENTER LINE OF
 HV3307'THE HIGHWAY.  A STANDARD DISK, STAMPED D 119 1935 AND SET IN
 HV3307'THE TOP OF A CONCRETE POST.  NOTE-- THE MILL IS GONE.  ADDITIONAL
 HV3307'WITNESS POINTS ARE AS FOLLOW.  IT IS ABOUT 150 FEET SOUTHWEST
 HV3307'OF THE CREST OF A HILL, 20 FEET NORTHEAST OF THE CENTER LINE
 HV3307'OF A WOODS ROAD LEADING EAST, AND 1.5 FEET SOUTHWEST OF A C. AND
 HV3307'G.S. WITNESS SIGN.
 HV3307
 HV3307                          STATION RECOVERY (1996)
 HV3307
 HV3307'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1228 ***********************************************************************
 FX1228  DESIGNATION -  D 11=NEWSOMS RM
 FX1228  PID         -  FX1228
 FX1228  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1228  USGS QUAD   -  COURTLAND (1986)
 FX1228
 FX1228                         *CURRENT SURVEY CONTROL
 FX1228  ___________________________________________________________________
 FX1228* NAD 83(1986)-  36 37 33.     (N)    077 07 24.     (W)     SCALED    
 FX1228* NAVD 88     -        28.209  (meters)      92.55   (feet)  ADJUSTED  
 FX1228  ___________________________________________________________________
 FX1228  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 FX1228  DYNAMIC HT  -          28.188 (meters)      92.48  (feet)  COMP
 FX1228  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 FX1228
 FX1228  VERT ORDER  -  FIRST     CLASS II
 FX1228
 FX1228.The horizontal coordinates were scaled from a topographic map and have
 FX1228.an estimated accuracy of +/- 6 seconds.
 FX1228
 FX1228.The orthometric height was determined by differential leveling
 FX1228.and adjusted by the National Geodetic Survey in June 1991..
 FX1228
 FX1228.The geoid height was determined by GEOID03.
 FX1228
 FX1228.The dynamic height is computed by dividing the NAVD 88
 FX1228.geopotential number by the normal gravity value computed on the
 FX1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1228.degrees latitude (g = 980.6199 gals.).
 FX1228
 FX1228.The modeled gravity was interpolated from observed gravity values.
 FX1228
 FX1228;                    North         East    Units  Estimated Accuracy
 FX1228;SPC VA S     - 1,033,360.    3,623,140.      MT  (+/- 180 meters Scaled)
 FX1228
 FX1228                          SUPERSEDED SURVEY CONTROL
 FX1228
 FX1228  NGVD 29 (??/??/92)   28.551  (m)           93.67   (f) ADJ UNCH    1 2
 FX1228
 FX1228.Superseded values are not recommended for survey control.
 FX1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1228.See file dsdata.txt to determine how the superseded data were derived.
 FX1228
 FX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF101554(NAD 83)
 FX1228_MARKER: DR = REFERENCE MARK DISK
 FX1228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1228_SP_SET: FOUNDATION
 FX1228_STAMPING: D 11 NEWSOMS 1918
 FX1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1228
 FX1228  HISTORY     - Date     Condition        Report By
 FX1228  HISTORY     - 1918     MONUMENTED       CGS
 FX1228  HISTORY     - 1953     GOOD             NGS
 FX1228  HISTORY     - 1978     GOOD             NGS
 FX1228
 FX1228                          STATION DESCRIPTION
 FX1228
 FX1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1228'AT NEWSOMS.
 FX1228'AT NEWSOMS, ABOUT 0.1 MILE NORTHEAST ALONG THE SEABOARD AIR LINE
 FX1228'RAILWAY FROM THE STATION, 154 FEET NORTHEAST OF MILE POST 49,
 FX1228'74 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 87 1/2
 FX1228'FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, SET VERTICALLY
 FX1228'ABOUT 1 FOOT ABOVE GROUND IN THE SOUTHEAST FACE OF BRICK
 FX1228'FOUNDATION FOR PORCH OF A 2-STORY HOUSE, 1.3 FEET SOUTHWEST
 FX1228'OF EAST CORNER OF PORCH AND ABOUT LEVEL WITH TRACK.
 FX1228
 FX1228                          STATION RECOVERY (1978)
 FX1228
 FX1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1630 ***********************************************************************
 HV1630  DESIGNATION -  D 12 RESET 1955
 HV1630  PID         -  HV1630
 HV1630  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1630  USGS QUAD   -  ALEXANDRIA (1994)
 HV1630
 HV1630                         *CURRENT SURVEY CONTROL
 HV1630  ___________________________________________________________________
 HV1630* NAD 83(1986)-  38 48 24.     (N)    077 03 41.     (W)     SCALED    
 HV1630* NAVD 88     -         8.753  (meters)      28.72   (feet)  ADJUSTED  
 HV1630  ___________________________________________________________________
 HV1630  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV1630  DYNAMIC HT  -           8.748 (meters)      28.70  (feet)  COMP
 HV1630  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 HV1630  OBS GRAVITY -     980,091.9   (mgal)                       GRAV_OBS
 HV1630
 HV1630  VERT ORDER  -  FIRST     CLASS I
 HV1630
 HV1630.The horizontal coordinates were scaled from a topographic map and have
 HV1630.an estimated accuracy of +/- 6 seconds.
 HV1630
 HV1630.The orthometric height was determined by differential leveling
 HV1630.and adjusted by the National Geodetic Survey in June 1991..
 HV1630
 HV1630.The geoid height was determined by GEOID03.
 HV1630
 HV1630.The dynamic height is computed by dividing the NAVD 88
 HV1630.geopotential number by the normal gravity value computed on the
 HV1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1630.degrees latitude (g = 980.6199 gals.).
 HV1630
 HV1630.The modeled gravity was interpolated from observed gravity values.
 HV1630.The observed gravity was obtained from relative gravimeter ties
 HV1630.to the IGSN71 gravity network.
 HV1630
 HV1630;                    North         East    Units  Estimated Accuracy
 HV1630;SPC VA N     - 2,127,520.    3,624,950.      MT  (+/- 180 meters Scaled)
 HV1630
 HV1630                          SUPERSEDED SURVEY CONTROL
 HV1630
 HV1630  NGVD 29 (??/??/??)    8.991  (m)           29.50   (f) ADJUSTED    1 1
 HV1630
 HV1630.Superseded values are not recommended for survey control.
 HV1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1630.See file dsdata.txt to determine how the superseded data were derived.
 HV1630
 HV1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH210973(NAD 83)
 HV1630_MARKER: DB = BENCH MARK DISK
 HV1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1630_SP_SET: BRIDGE SEAT
 HV1630_STAMPING: D 12 RESET 1955
 HV1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1630
 HV1630  HISTORY     - Date     Condition        Report By
 HV1630  HISTORY     - 1955     MONUMENTED       CGS
 HV1630  HISTORY     - 1971     GOOD             NGS
 HV1630  HISTORY     - 1978     GOOD             DMA
 HV1630  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1630
 HV1630                          STATION DESCRIPTION
 HV1630
 HV1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1630'AT ALEXANDRIA.
 HV1630'AT ALEXANDRIA, 84 YARDS EAST OF THE EAST CORNER OF THE RICHMOND,
 HV1630'FREDERICKSBURG AND POTOMAC RAILROAD STATION, SET IN THE TOP OF
 HV1630'THE SOUTHWEST END OF THE BRIDGE SEAT ON THE NORTHWEST ABUTMENT
 HV1630'OF THE RAILROAD BRIDGE OVER KING STREET, 9 FEET NORTHWEST OF THE
 HV1630'NORTHWEST RAIL, 5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HV1630'BRIDGE SEAT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 HV1630
 HV1630                          STATION RECOVERY (1978)
 HV1630
 HV1630'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1630'RECOVERED IN GOOD CONDITION.
 HV1630
 HV1630                          STATION RECOVERY (1996)
 HV1630
 HV1630'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1179 ***********************************************************************
 GV1179  DESIGNATION -  D 13
 GV1179  PID         -  GV1179
 GV1179  STATE/COUNTY-  VA/CAROLINE
 GV1179  USGS QUAD   -  PENOLA (1985)
 GV1179
 GV1179                         *CURRENT SURVEY CONTROL
 GV1179  ___________________________________________________________________
 GV1179* NAD 83(1986)-  37 58 46.     (N)    077 21 49.     (W)     SCALED    
 GV1179* NAVD 88     -        27.688  (meters)      90.84   (feet)  ADJUSTED  
 GV1179  ___________________________________________________________________
 GV1179  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GV1179  DYNAMIC HT  -          27.670 (meters)      90.78  (feet)  COMP
 GV1179  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 GV1179
 GV1179  VERT ORDER  -  FIRST     CLASS II
 GV1179
 GV1179.The horizontal coordinates were scaled from a topographic map and have
 GV1179.an estimated accuracy of +/- 6 seconds.
 GV1179
 GV1179.The orthometric height was determined by differential leveling
 GV1179.and adjusted by the National Geodetic Survey in June 1991..
 GV1179
 GV1179.The geoid height was determined by GEOID03.
 GV1179
 GV1179.The dynamic height is computed by dividing the NAVD 88
 GV1179.geopotential number by the normal gravity value computed on the
 GV1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1179.degrees latitude (g = 980.6199 gals.).
 GV1179
 GV1179.The modeled gravity was interpolated from observed gravity values.
 GV1179
 GV1179;                    North         East    Units  Estimated Accuracy
 GV1179;SPC VA N     - 2,035,340.    3,599,840.      MT  (+/- 180 meters Scaled)
 GV1179
 GV1179                          SUPERSEDED SURVEY CONTROL
 GV1179
 GV1179  NGVD 29 (??/??/??)   27.974  (m)           91.78   (f) ADJUSTED    1 2
 GV1179
 GV1179.Superseded values are not recommended for survey control.
 GV1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1179.See file dsdata.txt to determine how the superseded data were derived.
 GV1179
 GV1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH924061(NAD 83)
 GV1179_MARKER: DB = BENCH MARK DISK
 GV1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1179_SP_SET: ABUTMENT
 GV1179_STAMPING: D 13 1927
 GV1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1179
 GV1179  HISTORY     - Date     Condition        Report By
 GV1179  HISTORY     - 1927     MONUMENTED       CGS
 GV1179  HISTORY     - 1947     GOOD             CGS
 GV1179  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 GV1179  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1179
 GV1179                          STATION DESCRIPTION
 GV1179
 GV1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GV1179'3.1 MI S FROM MILFORD.
 GV1179'3.1 MILES SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 GV1179'RR FROM MILFORD CAROLINE COUNTY, AT THE BUCKROE BRIDGE OVER THE
 GV1179'MATTAPONI RIVER, AND IN THE TOP OF THE WEST END OF THE SOUTH
 GV1179'ABUTMENT, A STANDARD DISK, STAMPED D 13 1927.
 GV1179
 GV1179                          STATION RECOVERY (1999)
 GV1179
 GV1179'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1179'MARK NOT FOUND.
 GV1179
 GV1179                          STATION RECOVERY (2002)
 GV1179
 GV1179'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1681 ***********************************************************************
 HW1681  DESIGNATION -  D 133
 HW1681  PID         -  HW1681
 HW1681  STATE/COUNTY-  VA/AUGUSTA
 HW1681  USGS QUAD   -  REDDISH KNOB (1984)
 HW1681
 HW1681                         *CURRENT SURVEY CONTROL
 HW1681  ___________________________________________________________________
 HW1681* NAD 83(1986)-  38 23 51.     (N)    079 09 19.     (W)     SCALED    
 HW1681* NAVD 88     -       542.703  (meters)    1780.52   (feet)  ADJUSTED  
 HW1681  ___________________________________________________________________
 HW1681  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HW1681  DYNAMIC HT  -         542.289 (meters)    1779.16  (feet)  COMP
 HW1681  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 HW1681
 HW1681  VERT ORDER  -  SECOND    CLASS 0
 HW1681
 HW1681.The horizontal coordinates were scaled from a topographic map and have
 HW1681.an estimated accuracy of +/- 6 seconds.
 HW1681
 HW1681.The orthometric height was determined by differential leveling
 HW1681.and adjusted by the National Geodetic Survey in June 1991..
 HW1681
 HW1681.The geoid height was determined by GEOID03.
 HW1681
 HW1681.The dynamic height is computed by dividing the NAVD 88
 HW1681.geopotential number by the normal gravity value computed on the
 HW1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1681.degrees latitude (g = 980.6199 gals.).
 HW1681
 HW1681.The modeled gravity was interpolated from observed gravity values.
 HW1681
 HW1681;                    North         East    Units  Estimated Accuracy
 HW1681;SPC VA N     - 2,081,330.    3,442,760.      MT  (+/- 180 meters Scaled)
 HW1681
 HW1681                          SUPERSEDED SURVEY CONTROL
 HW1681
 HW1681  NGVD 29 (??/??/92)  542.812  (m)         1780.88   (f) ADJ UNCH    2 0
 HW1681
 HW1681.Superseded values are not recommended for survey control.
 HW1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1681.See file dsdata.txt to determine how the superseded data were derived.
 HW1681
 HW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC610515(NAD 83)
 HW1681_MARKER: DB = BENCH MARK DISK
 HW1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1681_STAMPING: D 133 1935
 HW1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1681+STABILITY: SURFACE MOTION
 HW1681
 HW1681  HISTORY     - Date     Condition        Report By
 HW1681  HISTORY     - 1935     MONUMENTED       CGS
 HW1681
 HW1681                          STATION DESCRIPTION
 HW1681
 HW1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1681'1 MI NW FROM STOKESVILLE.
 HW1681'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1681'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1681'COUNTY, THENCE 2.4 MILES NORTH ALONG A ROAD (FOREST ROAD 101),
 HW1681'AT THE JUNCTION OF A DIM ROAD LEADING NORTHWEST TO REDDISH KNOB,
 HW1681'36 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 12
 HW1681'FEET NORTHEAST OF THE CENTERLINE OF THE DIM ROAD.  A STANDARD DISK,
 HW1681'STAMPED D 133 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1073 ***********************************************************************
 HW1073  DESIGNATION -  D 135
 HW1073  PID         -  HW1073
 HW1073  STATE/COUNTY-  VA/ROCKINGHAM
 HW1073  USGS QUAD   -  ELKTON EAST (1987)
 HW1073
 HW1073                         *CURRENT SURVEY CONTROL
 HW1073  ___________________________________________________________________
 HW1073* NAD 83(1986)-  38 25 51.     (N)    078 31 23.     (W)     SCALED    
 HW1073* NAVD 88     -       435.12   (+/-2cm)    1427.6    (feet)  VERTCON   
 HW1073  ___________________________________________________________________
 HW1073  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW1073  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 HW1073
 HW1073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW1073
 HW1073.The horizontal coordinates were scaled from a topographic map and have
 HW1073.an estimated accuracy of +/- 6 seconds.
 HW1073
 HW1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1073.The vertical order pertains to the NGVD 29 superseded value.
 HW1073
 HW1073.The geoid height was determined by GEOID03.
 HW1073
 HW1073.The modeled gravity was interpolated from observed gravity values.
 HW1073
 HW1073;                    North         East    Units  Estimated Accuracy
 HW1073;SPC VA N     - 2,084,820.    3,497,990.      MT  (+/- 180 meters Scaled)
 HW1073
 HW1073                          SUPERSEDED SURVEY CONTROL
 HW1073
 HW1073  NGVD 29 (??/??/92)  435.279  (m)         1428.08   (f) ADJ UNCH    2 0
 HW1073
 HW1073.Superseded values are not recommended for survey control.
 HW1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1073.See file dsdata.txt to determine how the superseded data were derived.
 HW1073
 HW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC162565(NAD 83)
 HW1073_MARKER: DB = BENCH MARK DISK
 HW1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1073_STAMPING: D 135 1935
 HW1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1073+STABILITY: SURFACE MOTION
 HW1073
 HW1073  HISTORY     - Date     Condition        Report By
 HW1073  HISTORY     - 1935     MONUMENTED       CGS
 HW1073
 HW1073                          STATION DESCRIPTION
 HW1073
 HW1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1073'1.2 MI NW FROM HENSLEY CHURCH.
 HW1073'1.2 MILES NORTHWEST ALONG THE FOX MOUNTIAN SCHOOL ROAD FROM
 HW1073'HENSLEY CHURCH, ROCKINGHAM COUNTY, ABOUT 279 FEET EAST OF THE
 HW1073'CROSSING OVER NAKED CREEK, 24 FEET NORTH OF THE CENTERLINE OF
 HW1073'THE ROAD, AND 21 FEET WEST OF A 12-INCH OAK TREE.  A STANDARD
 HW1073'DISK, STAMPED D 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0373 ***********************************************************************
 HW0373  DESIGNATION -  D 136
 HW0373  PID         -  HW0373
 HW0373  STATE/COUNTY-  VA/CULPEPER
 HW0373  USGS QUAD   -  CULPEPER WEST (1979)
 HW0373
 HW0373                         *CURRENT SURVEY CONTROL
 HW0373  ___________________________________________________________________
 HW0373* NAD 83(1986)-  38 24 36.     (N)    078 01 44.     (W)     SCALED    
 HW0373* NAVD 88     -       115.659  (meters)     379.46   (feet)  ADJUSTED  
 HW0373  ___________________________________________________________________
 HW0373  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW0373  DYNAMIC HT  -         115.588 (meters)     379.23  (feet)  COMP
 HW0373  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 HW0373
 HW0373  VERT ORDER  -  FIRST     CLASS II
 HW0373
 HW0373.The horizontal coordinates were scaled from a topographic map and have
 HW0373.an estimated accuracy of +/- 6 seconds.
 HW0373
 HW0373.The orthometric height was determined by differential leveling
 HW0373.and adjusted by the National Geodetic Survey in June 1991..
 HW0373
 HW0373.The geoid height was determined by GEOID03.
 HW0373
 HW0373.The dynamic height is computed by dividing the NAVD 88
 HW0373.geopotential number by the normal gravity value computed on the
 HW0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0373.degrees latitude (g = 980.6199 gals.).
 HW0373
 HW0373.The modeled gravity was interpolated from observed gravity values.
 HW0373
 HW0373;                    North         East    Units  Estimated Accuracy
 HW0373;SPC VA N     - 2,082,610.    3,541,150.      MT  (+/- 180 meters Scaled)
 HW0373
 HW0373                          SUPERSEDED SURVEY CONTROL
 HW0373
 HW0373  NGVD 29 (??/??/92)  115.887  (m)          380.21   (f) ADJ UNCH    1 2
 HW0373
 HW0373.Superseded values are not recommended for survey control.
 HW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0373.See file dsdata.txt to determine how the superseded data were derived.
 HW0373
 HW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC594554(NAD 83)
 HW0373_MARKER: DB = BENCH MARK DISK
 HW0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0373_STAMPING: D 136 1935
 HW0373_MARK LOGO: CGS   
 HW0373_PROJECTION: RECESSED 5 CENTIMETERS
 HW0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0373+STABILITY: SURFACE MOTION
 HW0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0373+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0373
 HW0373  HISTORY     - Date     Condition        Report By
 HW0373  HISTORY     - 1935     MONUMENTED       CGS
 HW0373  HISTORY     - 1963     GOOD             NGS
 HW0373  HISTORY     - 1984     GOOD             NGS
 HW0373  HISTORY     - 20010306 GOOD             USPSQD
 HW0373
 HW0373                          STATION DESCRIPTION
 HW0373
 HW0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0373'1.2 MI W FROM WINSTON.
 HW0373'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 617 FROM WINSTON, CULPEPER
 HW0373'COUNTY, AT THE JUNCTION OF COUNTY ROAD 601, 21 FEET SOUTH OF THE
 HW0373'CENTER LINE OF COUNTY ROAD 601, 30 FEET SOUTH OF POLE 3485, AND
 HW0373'5 FEET SOUTH OF A FENCE CORNER AND A WOODEN GATEPOST.  A STANDARD
 HW0373'DISK, STAMPED D 136 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0373
 HW0373                          STATION RECOVERY (1984)
 HW0373
 HW0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0373'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.8 KM (1.1 MI)
 HW0373'WEST ALONG COUNTY ROAD 617 FROM THE JUNCTION OF U.S. HIGHWAY 522 IN
 HW0373'WINSTON TO THE JUNCTION OF COUNTY ROAD 601 AND THE MARK ON THE LEFT,
 HW0373'4.88 METERS (16.0 FT) SOUTH OF COUNTY ROAD 617, 12.53 METERS (41.1 FT)
 HW0373'SOUTH OF UTILITY POLE 193, 5.18 METERS (17.0 FT) EAST OF THE EXTENDED
 HW0373'CENTER OF COUNTY ROAD 601, 1.16 METERS (3.8 FT) NORTH-NORTHEAST OF A
 HW0373'WOODEN GATE POST.
 HW0373'THE MARK IS 0.43 METERS  NNE FROM A WITNESS POST.
 HW0373'THE MARK IS 0.30 M ABOVE ROAD 617.
 HW0373
 HW0373                          STATION RECOVERY (2001)
 HW0373
 HW0373'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1321 ***********************************************************************
 HW1321  DESIGNATION -  D 137
 HW1321  PID         -  HW1321
 HW1321  STATE/COUNTY-  VA/ROCKINGHAM
 HW1321  USGS QUAD   -  TENTH LEGION (1994)
 HW1321
 HW1321                         *CURRENT SURVEY CONTROL
 HW1321  ___________________________________________________________________
 HW1321* NAD 83(1986)-  38 33 54.     (N)    078 44 40.     (W)     SCALED    
 HW1321* NAVD 88     -       345.323  (meters)    1132.95   (feet)  ADJUSTED  
 HW1321  ___________________________________________________________________
 HW1321  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW1321  DYNAMIC HT  -         345.080 (meters)    1132.15  (feet)  COMP
 HW1321  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 HW1321
 HW1321  VERT ORDER  -  SECOND    CLASS 0
 HW1321
 HW1321.The horizontal coordinates were scaled from a topographic map and have
 HW1321.an estimated accuracy of +/- 6 seconds.
 HW1321
 HW1321.The orthometric height was determined by differential leveling
 HW1321.and adjusted by the National Geodetic Survey in June 1991..
 HW1321
 HW1321.The geoid height was determined by GEOID03.
 HW1321
 HW1321.The dynamic height is computed by dividing the NAVD 88
 HW1321.geopotential number by the normal gravity value computed on the
 HW1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1321.degrees latitude (g = 980.6199 gals.).
 HW1321
 HW1321.The modeled gravity was interpolated from observed gravity values.
 HW1321
 HW1321;                    North         East    Units  Estimated Accuracy
 HW1321;SPC VA N     - 2,099,740.    3,478,700.      MT  (+/- 180 meters Scaled)
 HW1321
 HW1321                          SUPERSEDED SURVEY CONTROL
 HW1321
 HW1321  NGVD 29 (??/??/92)  345.474  (m)         1133.44   (f) ADJ UNCH    2 0
 HW1321
 HW1321.Superseded values are not recommended for survey control.
 HW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1321.See file dsdata.txt to determine how the superseded data were derived.
 HW1321
 HW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC965709(NAD 83)
 HW1321_MARKER: DB = BENCH MARK DISK
 HW1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1321_STAMPING: D 137 1935
 HW1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1321+STABILITY: SURFACE MOTION
 HW1321
 HW1321  HISTORY     - Date     Condition        Report By
 HW1321  HISTORY     - 1935     MONUMENTED       CGS
 HW1321  HISTORY     - 1958     GOOD             NGS
 HW1321  HISTORY     - 1962     GOOD             NGS
 HW1321
 HW1321                          STATION DESCRIPTION
 HW1321
 HW1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1321'1.8 MI N FROM LACEY SPRING.
 HW1321'1.8 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1321'LACEY SPRING, NEAR THE INTERSECTION OF U.S. HIGHWAY 11 AND STATE
 HW1321'HIGHWAY 259, 132 1/2 FEET EAST OF THE CENTER LINE OF THE U.S.
 HW1321'HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE STATE HIGHWAY,
 HW1321'35 FEET NORTHWEST OF TELEPHONE POLE NO. 176, 3 FEET NORTH OF A
 HW1321'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 HW1321'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- ROAD NUMBER IS NOW
 HW1321'COUNTY 608.
 HW1321
 HW1321                          STATION RECOVERY (1962)
 HW1321
 HW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1322 ***********************************************************************
 HW1322  DESIGNATION -  D 137 RESET 1963
 HW1322  PID         -  HW1322
 HW1322  STATE/COUNTY-  VA/ROCKINGHAM
 HW1322  USGS QUAD   -  TENTH LEGION (1994)
 HW1322
 HW1322                         *CURRENT SURVEY CONTROL
 HW1322  ___________________________________________________________________
 HW1322* NAD 83(1986)-  38 33 54.     (N)    078 44 40.     (W)     SCALED    
 HW1322* NAVD 88     -       347.41   (meters)    1139.8    (feet)  RESET     
 HW1322  ___________________________________________________________________
 HW1322  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW1322
 HW1322  VERT ORDER  -  THIRD
 HW1322
 HW1322.The horizontal coordinates were scaled from a topographic map and have
 HW1322.an estimated accuracy of +/- 6 seconds.
 HW1322
 HW1322.The orthometric height was computed from unverified reset data.
 HW1322.No vertical observational check was made to the station.
 HW1322
 HW1322.The geoid height was determined by GEOID03.
 HW1322
 HW1322;                    North         East    Units  Estimated Accuracy
 HW1322;SPC VA N     - 2,099,740.    3,478,700.      MT  (+/- 180 meters Scaled)
 HW1322
 HW1322                          SUPERSEDED SURVEY CONTROL
 HW1322
 HW1322  NGVD 29 (??/??/??)  347.56   (m)         1140.3    (f) RESET       3  
 HW1322
 HW1322.Superseded values are not recommended for survey control.
 HW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1322.See file dsdata.txt to determine how the superseded data were derived.
 HW1322
 HW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC965709(NAD 83)
 HW1322_MARKER: DB = BENCH MARK DISK
 HW1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1322_STAMPING: D 137 RESET 1963
 HW1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1322+STABILITY: SURFACE MOTION
 HW1322
 HW1322  HISTORY     - Date     Condition        Report By
 HW1322  HISTORY     - 1963     MONUMENTED       VADH
 HW1322  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW1322
 HW1322                          STATION DESCRIPTION
 HW1322
 HW1322'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1963
 HW1322'2 MI NE FROM LACEY SPRINGS.
 HW1322'LOCATED ABOUT 2 MILES NORTHEAST OF LACEY SPRINGS AT THE NORTHWEST
 HW1322'CORNER OF THE INTERSECTION OF ROUTE 11 AND 259 ABOUT 70 FEET
 HW1322'NORTH FROM THE END OF A 60-INCH CULVERT, 150 FEET NORTHEAST OF
 HW1322'THE CENTERLINE OF ROUTE 259 AND 160 FEET NORTHWEST OF THE
 HW1322'CENTERLINE OF ROUTE 11, AND SET IN A CONCRETE POST.  WITNESS
 HW1322'POST HAS BEEN SET NEAR RESET MARK.
 HW1322
 HW1322                          STATION RECOVERY (1984)
 HW1322
 HW1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1322'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0261 ***********************************************************************
 HW0261  DESIGNATION -  D 138
 HW0261  PID         -  HW0261
 HW0261  STATE/COUNTY-  VA/SHENANDOAH
 HW0261  USGS QUAD   -  RILEYVILLE (1994)
 HW0261
 HW0261                         *CURRENT SURVEY CONTROL
 HW0261  ___________________________________________________________________
 HW0261* NAD 83(1986)-  38 47 22.     (N)    078 28 25.     (W)     SCALED    
 HW0261* NAVD 88     -       297.473  (meters)     975.96   (feet)  ADJUSTED  
 HW0261  ___________________________________________________________________
 HW0261  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HW0261  DYNAMIC HT  -         297.269 (meters)     975.29  (feet)  COMP
 HW0261  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 HW0261
 HW0261  VERT ORDER  -  SECOND    CLASS 0
 HW0261
 HW0261.The horizontal coordinates were scaled from a topographic map and have
 HW0261.an estimated accuracy of +/- 6 seconds.
 HW0261
 HW0261.The orthometric height was determined by differential leveling
 HW0261.and adjusted by the National Geodetic Survey in June 1991..
 HW0261
 HW0261.The geoid height was determined by GEOID03.
 HW0261
 HW0261.The dynamic height is computed by dividing the NAVD 88
 HW0261.geopotential number by the normal gravity value computed on the
 HW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0261.degrees latitude (g = 980.6199 gals.).
 HW0261
 HW0261.The modeled gravity was interpolated from observed gravity values.
 HW0261
 HW0261;                    North         East    Units  Estimated Accuracy
 HW0261;SPC VA N     - 2,124,630.    3,502,290.      MT  (+/- 180 meters Scaled)
 HW0261
 HW0261                          SUPERSEDED SURVEY CONTROL
 HW0261
 HW0261  NGVD 29 (??/??/92)  297.639  (m)          976.50   (f) ADJ UNCH    2 0
 HW0261
 HW0261.Superseded values are not recommended for survey control.
 HW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0261.See file dsdata.txt to determine how the superseded data were derived.
 HW0261
 HW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC194964(NAD 83)
 HW0261_MARKER: DB = BENCH MARK DISK
 HW0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0261_STAMPING: D 138 1935
 HW0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0261+STABILITY: SURFACE MOTION
 HW0261
 HW0261  HISTORY     - Date     Condition        Report By
 HW0261  HISTORY     - 1935     MONUMENTED       CGS
 HW0261
 HW0261                          STATION DESCRIPTION
 HW0261
 HW0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0261'2 MI NE FROM EDITH CROSS ROADS.
 HW0261'2.0 MILES NORTHEAST ALONG U.S. FOREST SERVICE ROAD 74 FROM EDITH
 HW0261'CROSS ROADS, SHENANDOAH COUNTY, 220 FEET SOUTH OF A GALVANIZED
 HW0261'PIPE CULVERT, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 6
 HW0261'FEET NORTH OF A POLE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 HW0261'DISK, STAMPED D 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1541 ***********************************************************************
 GW1541  DESIGNATION -  D 14
 GW1541  PID         -  GW1541
 GW1541  STATE/COUNTY-  VA/ALLEGHANY
 GW1541  USGS QUAD   -  COVINGTON (1984)
 GW1541
 GW1541                         *CURRENT SURVEY CONTROL
 GW1541  ___________________________________________________________________
 GW1541* NAD 83(1986)-  37 46 06.     (N)    079 58 16.     (W)     SCALED    
 GW1541* NAVD 88     -       372.065  (meters)    1220.68   (feet)  ADJUSTED  
 GW1541  ___________________________________________________________________
 GW1541  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW1541  DYNAMIC HT  -         371.767 (meters)    1219.71  (feet)  COMP
 GW1541  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GW1541
 GW1541  VERT ORDER  -  FIRST     CLASS II
 GW1541
 GW1541.The horizontal coordinates were scaled from a topographic map and have
 GW1541.an estimated accuracy of +/- 6 seconds.
 GW1541
 GW1541.The orthometric height was determined by differential leveling
 GW1541.and adjusted by the National Geodetic Survey in June 1991..
 GW1541
 GW1541.The geoid height was determined by GEOID03.
 GW1541
 GW1541.The dynamic height is computed by dividing the NAVD 88
 GW1541.geopotential number by the normal gravity value computed on the
 GW1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1541.degrees latitude (g = 980.6199 gals.).
 GW1541
 GW1541.The modeled gravity was interpolated from observed gravity values.
 GW1541
 GW1541;                    North         East    Units  Estimated Accuracy
 GW1541;SPC VA S     - 1,160,260.    3,370,390.      MT  (+/- 180 meters Scaled)
 GW1541
 GW1541                          SUPERSEDED SURVEY CONTROL
 GW1541
 GW1541  NGVD 29 (??/??/92)  372.248  (m)         1221.28   (f) ADJ UNCH    1 2
 GW1541
 GW1541.Superseded values are not recommended for survey control.
 GW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1541.See file dsdata.txt to determine how the superseded data were derived.
 GW1541
 GW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB906806(NAD 83)
 GW1541_MARKER: DB = BENCH MARK DISK
 GW1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1541_STAMPING: 1221.228 D 14 1928
 GW1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1541+STABILITY: SURFACE MOTION
 GW1541
 GW1541  HISTORY     - Date     Condition        Report By
 GW1541  HISTORY     - 1928     MONUMENTED       CGS
 GW1541  HISTORY     - 1944     GOOD             NGS
 GW1541
 GW1541                          STATION DESCRIPTION
 GW1541
 GW1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW1541'2.5 MI SE FROM COVINGTON.
 GW1541'2.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1541'COVINGTON, AT MALLOW, 147 FEET WEST OF THE PASSENGER SHED, 266
 GW1541'FEET WEST OF THE CENTER OF A ROAD CROSSING, 51.5 FEET SOUTH OF THE
 GW1541'CENTERLINE OF THE SOUTH TRACK, AND 1 FOOT EAST OF A FENCE.  A
 GW1541'STANDARD DISK, STAMPED 1221.228 D 14 1928 AND SET IN THE TOP OF
 GW1541'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0213 ***********************************************************************
 HW0213  DESIGNATION -  D 142
 HW0213  PID         -  HW0213
 HW0213  STATE/COUNTY-  VA/CULPEPER
 HW0213  USGS QUAD   -  CASTLETON (1994)
 HW0213
 HW0213                         *CURRENT SURVEY CONTROL
 HW0213  ___________________________________________________________________
 HW0213* NAD 83(1986)-  38 36 28.     (N)    078 02 12.     (W)     SCALED    
 HW0213* NAVD 88     -       147.093  (meters)     482.59   (feet)  ADJUSTED  
 HW0213  ___________________________________________________________________
 HW0213  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0213  DYNAMIC HT  -         147.000 (meters)     482.28  (feet)  COMP
 HW0213  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 HW0213
 HW0213  VERT ORDER  -  SECOND    CLASS 0
 HW0213
 HW0213.The horizontal coordinates were scaled from a topographic map and have
 HW0213.an estimated accuracy of +/- 6 seconds.
 HW0213
 HW0213.The orthometric height was determined by differential leveling
 HW0213.and adjusted by the National Geodetic Survey in June 1991..
 HW0213
 HW0213.The geoid height was determined by GEOID03.
 HW0213
 HW0213.The dynamic height is computed by dividing the NAVD 88
 HW0213.geopotential number by the normal gravity value computed on the
 HW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0213.degrees latitude (g = 980.6199 gals.).
 HW0213
 HW0213.The modeled gravity was interpolated from observed gravity values.
 HW0213
 HW0213;                    North         East    Units  Estimated Accuracy
 HW0213;SPC VA N     - 2,104,560.    3,540,360.      MT  (+/- 180 meters Scaled)
 HW0213
 HW0213                          SUPERSEDED SURVEY CONTROL
 HW0213
 HW0213  NGVD 29 (??/??/92)  147.30   (m)          483.3    (f) COMPUTED    2 0
 HW0213
 HW0213.Superseded values are not recommended for survey control.
 HW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0213.See file dsdata.txt to determine how the superseded data were derived.
 HW0213
 HW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC580774(NAD 83)
 HW0213_MARKER: DB = BENCH MARK DISK
 HW0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0213_STAMPING: D-142 1935
 HW0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0213+STABILITY: SURFACE MOTION
 HW0213
 HW0213  HISTORY     - Date     Condition        Report By
 HW0213  HISTORY     - 1935     MONUMENTED       CGS
 HW0213  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0213
 HW0213                          STATION DESCRIPTION
 HW0213
 HW0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0213'5.4 MI W FROM RIXEYVILLE.
 HW0213'ALONG ROAD 627, 295 FEET WEST OF JUNCTION OF ROAD 627 AND SIDE
 HW0213'ROAD TO SOUTHWEST, 79 FEET EAST OF SUMMIT OF SMALL HILL, 39 FEET
 HW0213'NORTH OF CENTER LINE OF ROAD 627, 2 FEET SOUTH OF SPLIT RAIL FENCE.
 HW0213
 HW0213                          STATION RECOVERY (2001)
 HW0213
 HW0213'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0212 ***********************************************************************
 HW0212  DESIGNATION -  D 142 RESET 1957
 HW0212  PID         -  HW0212
 HW0212  STATE/COUNTY-  VA/CULPEPER
 HW0212  USGS QUAD   -  CASTLETON (1994)
 HW0212
 HW0212                         *CURRENT SURVEY CONTROL
 HW0212  ___________________________________________________________________
 HW0212* NAD 83(1986)-  38 36 28.     (N)    078 02 12.     (W)     SCALED    
 HW0212* NAVD 88     -       147.05   (meters)     482.4    (feet)  RESET     
 HW0212  ___________________________________________________________________
 HW0212  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0212
 HW0212  VERT ORDER  -  THIRD
 HW0212
 HW0212.The horizontal coordinates were scaled from a topographic map and have
 HW0212.an estimated accuracy of +/- 6 seconds.
 HW0212
 HW0212.The orthometric height was computed from unverified reset data.
 HW0212.No vertical observational check was made to the station.
 HW0212
 HW0212.The geoid height was determined by GEOID03.
 HW0212
 HW0212;                    North         East    Units  Estimated Accuracy
 HW0212;SPC VA N     - 2,104,560.    3,540,360.      MT  (+/- 180 meters Scaled)
 HW0212
 HW0212                          SUPERSEDED SURVEY CONTROL
 HW0212
 HW0212  NGVD 29 (??/??/??)  147.29   (m)          483.2    (f) RESET       3  
 HW0212
 HW0212.Superseded values are not recommended for survey control.
 HW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0212.See file dsdata.txt to determine how the superseded data were derived.
 HW0212
 HW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC580774(NAD 83)
 HW0212_MARKER: DD = SURVEY DISK
 HW0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0212_STAMPING: D 142 RESET 1957
 HW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0212+STABILITY: SURFACE MOTION
 HW0212
 HW0212  HISTORY     - Date     Condition        Report By
 HW0212  HISTORY     - 1957     MONUMENTED       VADH
 HW0212  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0212
 HW0212                          STATION DESCRIPTION
 HW0212
 HW0212'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 HW0212'5 MI NW FROM RIXEYVILLE.
 HW0212'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE,
 HW0212'THENCE 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 627, ABOUT 1.1
 HW0212'MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 627 AND 642,
 HW0212'82 YARDS EAST OF THE CENTER OF A GATE ENTRANCE TO A FIELD SOUTH
 HW0212'OF THE HIGHWAY, 35 YARDS EAST OF THE TOP OF A SMALL HILL, 28 FEET
 HW0212'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET NORTH OF A
 HW0212'RAIL FENCE.
 HW0212
 HW0212                          STATION RECOVERY (2001)
 HW0212
 HW0212'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3666 ***********************************************************************
 HV3666  DESIGNATION -  D 143
 HV3666  PID         -  HV3666
 HV3666  STATE/COUNTY-  VA/FAUQUIER
 HV3666  USGS QUAD   -  WARRENTON (1978)
 HV3666
 HV3666                         *CURRENT SURVEY CONTROL
 HV3666  ___________________________________________________________________
 HV3666* NAD 83(1986)-  38 43 37.     (N)    077 48 01.     (W)     SCALED    
 HV3666* NAVD 88     -       153.395  (meters)     503.26   (feet)  ADJUSTED  
 HV3666  ___________________________________________________________________
 HV3666  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3666  DYNAMIC HT  -         153.305 (meters)     502.97  (feet)  COMP
 HV3666  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 HV3666
 HV3666  VERT ORDER  -  SECOND    CLASS 0
 HV3666
 HV3666.The horizontal coordinates were scaled from a topographic map and have
 HV3666.an estimated accuracy of +/- 6 seconds.
 HV3666
 HV3666.The orthometric height was determined by differential leveling
 HV3666.and adjusted by the National Geodetic Survey in June 1991..
 HV3666
 HV3666.The geoid height was determined by GEOID03.
 HV3666
 HV3666.The dynamic height is computed by dividing the NAVD 88
 HV3666.geopotential number by the normal gravity value computed on the
 HV3666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3666.degrees latitude (g = 980.6199 gals.).
 HV3666
 HV3666.The modeled gravity was interpolated from observed gravity values.
 HV3666
 HV3666;                    North         East    Units  Estimated Accuracy
 HV3666;SPC VA N     - 2,117,920.    3,560,840.      MT  (+/- 180 meters Scaled)
 HV3666
 HV3666                          SUPERSEDED SURVEY CONTROL
 HV3666
 HV3666  NGVD 29 (??/??/??)  153.622  (m)          504.01   (f) ADJUSTED    2 0
 HV3666
 HV3666.Superseded values are not recommended for survey control.
 HV3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3666.See file dsdata.txt to determine how the superseded data were derived.
 HV3666
 HV3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH565901(NAD 83)
 HV3666_MARKER: DB = BENCH MARK DISK
 HV3666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3666_STAMPING: D-143 1935
 HV3666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3666+STABILITY: SURFACE MOTION
 HV3666
 HV3666  HISTORY     - Date     Condition        Report By
 HV3666  HISTORY     - 1935     MONUMENTED       CGS
 HV3666  HISTORY     - 1941     GOOD             CGS
 HV3666
 HV3666                          STATION DESCRIPTION
 HV3666
 HV3666'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3666'0.9 MI N FROM WARRENTON.
 HV3666'0.9 MILE NORTH ALONG U.S. HIGHWAY 15 FROM THE COURT HOUSE AT
 HV3666'WARRENTON, 0.1 MILE SOUTH-EAST OF INTERSECTION OF 15 AND 211,
 HV3666'17.3 FEET NORTH-WEST OF NORTH GATE POST OF A PRIVATE ROAD LEADING
 HV3666'NORTH-EAST, 24 FEET NORTH-EAST OF CENTER LINE OF 15, 3 FEET NORTH OF
 HV3666'12-INCH CEDAR TREE, IN R/W FENCE LINE, 10.6 FEET NORTH OF
 HV3666'CORNER FENCE POST OF BOARD FENCE THAT PARALLELS THE PRIVATE
 HV3666'ROAD, 1 FOOT EAST OF WHITE MARKER POST STENCILED U.S.B.M.  A
 HV3666'STANDARD DISK STAMPED D-143 1935 AND SET IN TOP OF CONCRETE POST
 HV3666'POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3743 ***********************************************************************
 HV3743  DESIGNATION -  D 144
 HV3743  PID         -  HV3743
 HV3743  STATE/COUNTY-  VA/FAUQUIER
 HV3743  USGS QUAD   -  WARRENTON (1978)
 HV3743
 HV3743                         *CURRENT SURVEY CONTROL
 HV3743  ___________________________________________________________________
 HV3743* NAD 83(1986)-  38 44 54.     (N)    077 52 25.     (W)     SCALED    
 HV3743* NAVD 88     -       154.011  (meters)     505.28   (feet)  ADJUSTED  
 HV3743  ___________________________________________________________________
 HV3743  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3743  DYNAMIC HT  -         153.917 (meters)     504.98  (feet)  COMP
 HV3743  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 HV3743
 HV3743  VERT ORDER  -  SECOND    CLASS 0
 HV3743
 HV3743.The horizontal coordinates were scaled from a topographic map and have
 HV3743.an estimated accuracy of +/- 6 seconds.
 HV3743
 HV3743.The orthometric height was determined by differential leveling
 HV3743.and adjusted by the National Geodetic Survey in June 1991..
 HV3743
 HV3743.The geoid height was determined by GEOID03.
 HV3743
 HV3743.The dynamic height is computed by dividing the NAVD 88
 HV3743.geopotential number by the normal gravity value computed on the
 HV3743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3743.degrees latitude (g = 980.6199 gals.).
 HV3743
 HV3743.The modeled gravity was interpolated from observed gravity values.
 HV3743
 HV3743;                    North         East    Units  Estimated Accuracy
 HV3743;SPC VA N     - 2,120,250.    3,554,450.      MT  (+/- 180 meters Scaled)
 HV3743
 HV3743                          SUPERSEDED SURVEY CONTROL
 HV3743
 HV3743  NGVD 29 (??/??/??)  154.224  (m)          505.98   (f) ADJUSTED    2 0
 HV3743
 HV3743.Superseded values are not recommended for survey control.
 HV3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3743.See file dsdata.txt to determine how the superseded data were derived.
 HV3743
 HV3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH502927(NAD 83)
 HV3743_MARKER: DB = BENCH MARK DISK
 HV3743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3743_STAMPING: D-144 1935
 HV3743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3743+STABILITY: SURFACE MOTION
 HV3743
 HV3743  HISTORY     - Date     Condition        Report By
 HV3743  HISTORY     - 1935     MONUMENTED       CGS
 HV3743  HISTORY     - 1941     GOOD             CGS
 HV3743
 HV3743                          STATION DESCRIPTION
 HV3743
 HV3743'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3743'3.2 MI NE FROM CLIFF MILLS.
 HV3743'3.2 MILE NORTH-EAST ALONG 689 FROM THE POST OFFICE AT CLIFF MILLS,
 HV3743'AT THE INTERSECTION OF 689 AND 691 LEADING NORTH-WEST, 43 FEET
 HV3743'SOUTH OF THE CENTER-LINE OF INTERSECTION, 24 FEET SOUTH OF
 HV3743'CENTER-LINE OF 689, 2.3 FEET WEST OF SOUTH-WEST GATE POST, 1.5
 HV3743'FEET NORTH-WEST OF R/W FENCE, 1 FOOT NORTH-WEST OF WHITE MARKER
 HV3743'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED D-144 1935 AND
 HV3743'SET IN TOP OF CONCRETE POST POURED IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0721 ***********************************************************************
 GW0721  DESIGNATION -  D 145
 GW0721  PID         -  GW0721
 GW0721  STATE/COUNTY-  VA/ALBEMARLE
 GW0721  USGS QUAD   -  ALBERENE (1980)
 GW0721
 GW0721                         *CURRENT SURVEY CONTROL
 GW0721  ___________________________________________________________________
 GW0721* NAD 83(1986)-  37 57 52.     (N)    078 36 31.     (W)     SCALED    
 GW0721* NAVD 88     -       192.547  (meters)     631.71   (feet)  ADJUSTED  
 GW0721  ___________________________________________________________________
 GW0721  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW0721  DYNAMIC HT  -         192.410 (meters)     631.27  (feet)  COMP
 GW0721  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 GW0721
 GW0721  VERT ORDER  -  SECOND    CLASS 0
 GW0721
 GW0721.The horizontal coordinates were scaled from a topographic map and have
 GW0721.an estimated accuracy of +/- 6 seconds.
 GW0721
 GW0721.The orthometric height was determined by differential leveling
 GW0721.and adjusted by the National Geodetic Survey in June 1991..
 GW0721
 GW0721.The geoid height was determined by GEOID03.
 GW0721
 GW0721.The dynamic height is computed by dividing the NAVD 88
 GW0721.geopotential number by the normal gravity value computed on the
 GW0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0721.degrees latitude (g = 980.6199 gals.).
 GW0721
 GW0721.The modeled gravity was interpolated from observed gravity values.
 GW0721
 GW0721;                    North         East    Units  Estimated Accuracy
 GW0721;SPC VA S     - 1,181,020.    3,490,460.      MT  (+/- 180 meters Scaled)
 GW0721
 GW0721                          SUPERSEDED SURVEY CONTROL
 GW0721
 GW0721  NGVD 29 (??/??/92)  192.789  (m)          632.51   (f) ADJ UNCH    2 0
 GW0721
 GW0721.Superseded values are not recommended for survey control.
 GW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0721.See file dsdata.txt to determine how the superseded data were derived.
 GW0721
 GW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC100045(NAD 83)
 GW0721_MARKER: DB = BENCH MARK DISK
 GW0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0721_STAMPING: D 145 1935
 GW0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0721+STABILITY: SURFACE MOTION
 GW0721
 GW0721  HISTORY     - Date     Condition        Report By
 GW0721  HISTORY     - 1935     MONUMENTED       CGS
 GW0721  HISTORY     - 1964     GOOD             NGS
 GW0721
 GW0721                          STATION DESCRIPTION
 GW0721
 GW0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0721'AT RED HILL.
 GW0721'AT RED HILL, ALBEMARLE COUNTY, ON COUNTY ROAD 708, 168 FEET
 GW0721'SOUTHWEST OF THE WEST END OF THE SOUTHERN RAILWAY STATION, 48
 GW0721'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE F 10, 78 FEET
 GW0721'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTHEAST OF THE
 GW0721'CENTERLINE OF THE SOUTHEAST MAIN TRACK, AND 18 FEET NORTHWEST OF
 GW0721'THE ENTRANCE TO A LARGE YELLOW FRAME HOUSE.  A STANDARD DISK SET
 GW0721'IN THE TOP OF A CONCRETE POST.
 GW0721
 GW0721                          STATION RECOVERY (1964)
 GW0721
 GW0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0707 ***********************************************************************
 GW0707  DESIGNATION -  D 146
 GW0707  PID         -  GW0707
 GW0707  STATE/COUNTY-  VA/NELSON
 GW0707  USGS QUAD   -  GREENFIELD (1981)
 GW0707
 GW0707                         *CURRENT SURVEY CONTROL
 GW0707  ___________________________________________________________________
 GW0707* NAD 83(1986)-  37 53 32.     (N)    078 45 25.     (W)     SCALED    
 GW0707* NAVD 88     -       272.125  (meters)     892.80   (feet)  ADJUSTED  
 GW0707  ___________________________________________________________________
 GW0707  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW0707  DYNAMIC HT  -         271.926 (meters)     892.14  (feet)  COMP
 GW0707  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 GW0707
 GW0707  VERT ORDER  -  SECOND    CLASS 0
 GW0707
 GW0707.The horizontal coordinates were scaled from a topographic map and have
 GW0707.an estimated accuracy of +/- 6 seconds.
 GW0707
 GW0707.The orthometric height was determined by differential leveling
 GW0707.and adjusted by the National Geodetic Survey in June 1991..
 GW0707
 GW0707.The geoid height was determined by GEOID03.
 GW0707
 GW0707.The dynamic height is computed by dividing the NAVD 88
 GW0707.geopotential number by the normal gravity value computed on the
 GW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0707.degrees latitude (g = 980.6199 gals.).
 GW0707
 GW0707.The modeled gravity was interpolated from observed gravity values.
 GW0707
 GW0707;                    North         East    Units  Estimated Accuracy
 GW0707;SPC VA S     - 1,173,030.    3,477,400.      MT  (+/- 180 meters Scaled)
 GW0707
 GW0707                          SUPERSEDED SURVEY CONTROL
 GW0707
 GW0707  NGVD 29 (??/??/92)  272.272  (m)          893.28   (f) ADJ UNCH    2 0
 GW0707
 GW0707.Superseded values are not recommended for survey control.
 GW0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0707.See file dsdata.txt to determine how the superseded data were derived.
 GW0707
 GW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB972962(NAD 83)
 GW0707_MARKER: DB = BENCH MARK DISK
 GW0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0707_STAMPING: D 146 1935
 GW0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0707+STABILITY: SURFACE MOTION
 GW0707
 GW0707  HISTORY     - Date     Condition        Report By
 GW0707  HISTORY     - 1935     MONUMENTED       CGS
 GW0707
 GW0707                          STATION DESCRIPTION
 GW0707
 GW0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0707'4.1 MI NE FROM HEARDS.
 GW0707'IN NELSON COUNTY, 1.1 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM
 GW0707'HEARDS, ALBEMARLE COUNTY, THENCE 3.0 MILES SOUTHWEST ALONG COUNTY
 GW0707'ROAD 634, 0.2 MILE NORTHEAST OF A STORE AND A 2-STORY HOUSE,
 GW0707'BETWEEN THE JUNCTIONS OF TWO ROADS LEADING SOUTH TO ORCHARDS, 21
 GW0707'FEET NORTHEAST OF A LARGE APPLE TREE, 18 FEET SOUTH OF THE
 GW0707'CENTERLINE OF THE ROAD, 5 FEET WEST OF A CORNER FENCE POST, AND
 GW0707'AT THE FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0676 ***********************************************************************
 GW0676  DESIGNATION -  D 147
 GW0676  PID         -  GW0676
 GW0676  STATE/COUNTY-  VA/NELSON
 GW0676  USGS QUAD   -  LOVINGSTON (1984)
 GW0676
 GW0676                         *CURRENT SURVEY CONTROL
 GW0676  ___________________________________________________________________
 GW0676* NAD 83(1986)-  37 49 02.     (N)    078 45 52.     (W)     SCALED    
 GW0676* NAVD 88     -       138.203  (meters)     453.42   (feet)  ADJUSTED  
 GW0676  ___________________________________________________________________
 GW0676  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 GW0676  DYNAMIC HT  -         138.103 (meters)     453.09  (feet)  COMP
 GW0676  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 GW0676
 GW0676  VERT ORDER  -  SECOND    CLASS 0
 GW0676
 GW0676.The horizontal coordinates were scaled from a topographic map and have
 GW0676.an estimated accuracy of +/- 6 seconds.
 GW0676
 GW0676.The orthometric height was determined by differential leveling
 GW0676.and adjusted by the National Geodetic Survey in June 1991..
 GW0676
 GW0676.The geoid height was determined by GEOID03.
 GW0676
 GW0676.The dynamic height is computed by dividing the NAVD 88
 GW0676.geopotential number by the normal gravity value computed on the
 GW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0676.degrees latitude (g = 980.6199 gals.).
 GW0676
 GW0676.The modeled gravity was interpolated from observed gravity values.
 GW0676
 GW0676;                    North         East    Units  Estimated Accuracy
 GW0676;SPC VA S     - 1,164,710.    3,476,720.      MT  (+/- 180 meters Scaled)
 GW0676
 GW0676                          SUPERSEDED SURVEY CONTROL
 GW0676
 GW0676  NGVD 29 (??/??/92)  138.376  (m)          453.99   (f) ADJ UNCH    2 0
 GW0676
 GW0676.Superseded values are not recommended for survey control.
 GW0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0676.See file dsdata.txt to determine how the superseded data were derived.
 GW0676
 GW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB967878(NAD 83)
 GW0676_MARKER: DB = BENCH MARK DISK
 GW0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0676+STABILITY: SURFACE MOTION
 GW0676
 GW0676  HISTORY     - Date     Condition        Report By
 GW0676  HISTORY     - UNK      MONUMENTED       CGS
 GW0676  HISTORY     - 1935     GOOD             NGS
 GW0676
 GW0676                          STATION DESCRIPTION
 GW0676
 GW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GW0676'1.7 MI NW FROM ROCKFISH.
 GW0676'1.7 MILES NORTHWEST ALONG COUNTY ROAD 617 FROM THE SOUTHERN
 GW0676'RAILWAY STATION AT ROCKFISH, NELSON COUNTY, 90 YARDS EAST OF A
 GW0676'WHITE FRAME HOUSE, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 GW0676'COUNTY ROAD 620, 33 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 GW0676'617, 21 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 620, 9 FEET
 GW0676'EAST OF A SMALL STREAM, AND 2 FEET HIGHER THAN THE ROADWAY.  A
 GW0676'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0702 ***********************************************************************
 GW0702  DESIGNATION -  D 148
 GW0702  PID         -  GW0702
 GW0702  STATE/COUNTY-  VA/NELSON
 GW0702  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0702
 GW0702                         *CURRENT SURVEY CONTROL
 GW0702  ___________________________________________________________________
 GW0702* NAD 83(1986)-  37 48 43.     (N)    078 55 20.     (W)     SCALED    
 GW0702* NAVD 88     -       462.211  (meters)    1516.44   (feet)  ADJUSTED  
 GW0702  ___________________________________________________________________
 GW0702  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0702  DYNAMIC HT  -         461.865 (meters)    1515.30  (feet)  COMP
 GW0702  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 GW0702
 GW0702  VERT ORDER  -  SECOND    CLASS 0
 GW0702
 GW0702.The horizontal coordinates were scaled from a topographic map and have
 GW0702.an estimated accuracy of +/- 6 seconds.
 GW0702
 GW0702.The orthometric height was determined by differential leveling
 GW0702.and adjusted by the National Geodetic Survey in June 1991..
 GW0702
 GW0702.The geoid height was determined by GEOID03.
 GW0702
 GW0702.The dynamic height is computed by dividing the NAVD 88
 GW0702.geopotential number by the normal gravity value computed on the
 GW0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0702.degrees latitude (g = 980.6199 gals.).
 GW0702
 GW0702.The modeled gravity was interpolated from observed gravity values.
 GW0702
 GW0702;                    North         East    Units  Estimated Accuracy
 GW0702;SPC VA S     - 1,164,180.    3,462,820.      MT  (+/- 180 meters Scaled)
 GW0702
 GW0702                          SUPERSEDED SURVEY CONTROL
 GW0702
 GW0702  NGVD 29 (??/??/92)  462.407  (m)         1517.08   (f) ADJ UNCH    2 0
 GW0702
 GW0702.Superseded values are not recommended for survey control.
 GW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0702.See file dsdata.txt to determine how the superseded data were derived.
 GW0702
 GW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB828869(NAD 83)
 GW0702_MARKER: DB = BENCH MARK DISK
 GW0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0702_STAMPING: D 148 1935
 GW0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0702+STABILITY: SURFACE MOTION
 GW0702
 GW0702  HISTORY     - Date     Condition        Report By
 GW0702  HISTORY     - 1935     MONUMENTED       CGS
 GW0702
 GW0702                          STATION DESCRIPTION
 GW0702
 GW0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0702'5.6 MI W FROM MINDUS.
 GW0702'5.6 MILES WEST ALONG COUNTY ROAD 623 FROM THE POST OFFICE AT
 GW0702'MINDUS, NELSON COUNTY, 0.4 MILE EAST OF A FARMHOUSE AT THE FOOT
 GW0702'OF A MOUNTAIN, 0.2 MILE WEST OF THE TOP OF A TRAIL OVER THE
 GW0702'MOUNTAIN, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11 FEET
 GW0702'NORTH OF A 14-INCH OAK TREE, AND 4 FEET HIGHER THAN THE ROADWAY.
 GW0702'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0843 ***********************************************************************
 GW0843  DESIGNATION -  D 149
 GW0843  PID         -  GW0843
 GW0843  STATE/COUNTY-  VA/NELSON
 GW0843  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0843
 GW0843                         *CURRENT SURVEY CONTROL
 GW0843  ___________________________________________________________________
 GW0843* NAD 83(1986)-  37 39 02.     (N)    078 44 02.     (W)     SCALED    
 GW0843* NAVD 88     -       156.903  (meters)     514.77   (feet)  ADJUSTED  
 GW0843  ___________________________________________________________________
 GW0843  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW0843  DYNAMIC HT  -         156.792 (meters)     514.41  (feet)  COMP
 GW0843  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 GW0843
 GW0843  VERT ORDER  -  FIRST     CLASS II
 GW0843
 GW0843.The horizontal coordinates were scaled from a topographic map and have
 GW0843.an estimated accuracy of +/- 6 seconds.
 GW0843
 GW0843.The orthometric height was determined by differential leveling
 GW0843.and adjusted by the National Geodetic Survey in June 1991..
 GW0843
 GW0843.The geoid height was determined by GEOID03.
 GW0843
 GW0843.The dynamic height is computed by dividing the NAVD 88
 GW0843.geopotential number by the normal gravity value computed on the
 GW0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0843.degrees latitude (g = 980.6199 gals.).
 GW0843
 GW0843.The modeled gravity was interpolated from observed gravity values.
 GW0843
 GW0843;                    North         East    Units  Estimated Accuracy
 GW0843;SPC VA S     - 1,146,210.    3,479,360.      MT  (+/- 180 meters Scaled)
 GW0843
 GW0843                          SUPERSEDED SURVEY CONTROL
 GW0843
 GW0843  NGVD 29 (??/??/92)  157.119  (m)          515.48   (f) ADJ UNCH    1 2
 GW0843
 GW0843.Superseded values are not recommended for survey control.
 GW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0843.See file dsdata.txt to determine how the superseded data were derived.
 GW0843
 GW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB999694(NAD 83)
 GW0843_MARKER: DB = BENCH MARK DISK
 GW0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0843_STAMPING: D 149 1935
 GW0843_MARK LOGO: CGS   
 GW0843_PROJECTION: PROJECTING 15 CENTIMETERS
 GW0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0843+STABILITY: SURFACE MOTION
 GW0843
 GW0843  HISTORY     - Date     Condition        Report By
 GW0843  HISTORY     - 1935     MONUMENTED       CGS
 GW0843  HISTORY     - 1983     GOOD             NGS
 GW0843
 GW0843                          STATION DESCRIPTION
 GW0843
 GW0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0843'0.9 MI NW FROM WINGINA.
 GW0843'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 56 FROM THE CHESAPEAKE
 GW0843'AND OHIO RAILWAY STATION AT WINGINA, NELSON COUNTY, 110 FEET
 GW0843'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME SCHOOL, 18
 GW0843'FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE TO THE GROUNDS, AND
 GW0843'42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK
 GW0843'SET IN THE TOP OF A CONCRETE POST.
 GW0843
 GW0843                          STATION RECOVERY (1983)
 GW0843
 GW0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0843'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0 MI)
 GW0843'NORTHWEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE IN WINGINA TO
 GW0843'THE MARK ON THE LEFT, NEAR THE SOUTHEAST CORNER OF A BUILDING,
 GW0843'11.21 METERS (36.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 GW0843'29.08 METERS (95.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GW0843'BUILDING.
 GW0843'THE MARK IS 0.39 METERS  NE FROM A WITNESS POST.
 GW0843'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0847 ***********************************************************************
 GW0847  DESIGNATION -  D 15
 GW0847  PID         -  GW0847
 GW0847  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0847  USGS QUAD   -  GLASGOW (1965)
 GW0847
 GW0847                         *CURRENT SURVEY CONTROL
 GW0847  ___________________________________________________________________
 GW0847* NAD 83(1986)-  37 37 35.     (N)    079 27 18.     (W)     SCALED    
 GW0847* NAVD 88     -       218.933  (meters)     718.28   (feet)  ADJUSTED  
 GW0847  ___________________________________________________________________
 GW0847  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0847  DYNAMIC HT  -         218.761 (meters)     717.72  (feet)  COMP
 GW0847  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 GW0847
 GW0847  VERT ORDER  -  FIRST     CLASS II
 GW0847
 GW0847.The horizontal coordinates were scaled from a topographic map and have
 GW0847.an estimated accuracy of +/- 6 seconds.
 GW0847
 GW0847.The orthometric height was determined by differential leveling
 GW0847.and adjusted by the National Geodetic Survey in June 1991..
 GW0847
 GW0847.The geoid height was determined by GEOID03.
 GW0847
 GW0847.The dynamic height is computed by dividing the NAVD 88
 GW0847.geopotential number by the normal gravity value computed on the
 GW0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0847.degrees latitude (g = 980.6199 gals.).
 GW0847
 GW0847.The modeled gravity was interpolated from observed gravity values.
 GW0847
 GW0847;                    North         East    Units  Estimated Accuracy
 GW0847;SPC VA S     - 1,143,930.    3,415,700.      MT  (+/- 180 meters Scaled)
 GW0847
 GW0847                          SUPERSEDED SURVEY CONTROL
 GW0847
 GW0847  NGVD 29 (??/??/92)  219.145  (m)          718.98   (f) ADJ UNCH    1 2
 GW0847
 GW0847.Superseded values are not recommended for survey control.
 GW0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0847.See file dsdata.txt to determine how the superseded data were derived.
 GW0847
 GW0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB363654(NAD 83)
 GW0847_MARKER: DB = BENCH MARK DISK
 GW0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0847_STAMPING: 718.978 D 15 1928
 GW0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0847+STABILITY: SURFACE MOTION
 GW0847
 GW0847  HISTORY     - Date     Condition        Report By
 GW0847  HISTORY     - 1928     MONUMENTED       CGS
 GW0847  HISTORY     - 1936     GOOD             NGS
 GW0847  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW0847
 GW0847                          STATION DESCRIPTION
 GW0847
 GW0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0847'AT BALCONY FALLS.
 GW0847'AT BALCONY FALLS, ROCKBRIDGE COUNTY, ON THE CHESAPEAKE AND OHIO
 GW0847'RAILWAY, 97 FEET NORTHEAST OF THE STATION, AT A ROAD CROSSING,
 GW0847'126.5 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 31 FEET
 GW0847'EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE.
 GW0847'A STANDARD DISK, STAMPED 718.978 D 15 1928 AND SET IN THE TOP OF
 GW0847'A CONCRETE POST.
 GW0847
 GW0847                          STATION RECOVERY (1984)
 GW0847
 GW0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0847'NOT RECOVERED, LOCATION IS NOW A GRAVEL PARKING LOT, NO SIGNS OF THE
 GW0847'MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0686 ***********************************************************************
 GW0686  DESIGNATION -  D 151
 GW0686  PID         -  GW0686
 GW0686  STATE/COUNTY-  VA/NELSON
 GW0686  USGS QUAD   -  SHIPMAN (1987)
 GW0686
 GW0686                         *CURRENT SURVEY CONTROL
 GW0686  ___________________________________________________________________
 GW0686* NAD 83(1986)-  37 44 25.     (N)    078 49 02.     (W)     SCALED    
 GW0686* NAVD 88     -       210.766  (meters)     691.49   (feet)  ADJUSTED  
 GW0686  ___________________________________________________________________
 GW0686  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 GW0686  DYNAMIC HT  -         210.611 (meters)     690.98  (feet)  COMP
 GW0686  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 GW0686
 GW0686  VERT ORDER  -  SECOND    CLASS 0
 GW0686
 GW0686.The horizontal coordinates were scaled from a topographic map and have
 GW0686.an estimated accuracy of +/- 6 seconds.
 GW0686
 GW0686.The orthometric height was determined by differential leveling
 GW0686.and adjusted by the National Geodetic Survey in June 1991..
 GW0686
 GW0686.The geoid height was determined by GEOID03.
 GW0686
 GW0686.The dynamic height is computed by dividing the NAVD 88
 GW0686.geopotential number by the normal gravity value computed on the
 GW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0686.degrees latitude (g = 980.6199 gals.).
 GW0686
 GW0686.The modeled gravity was interpolated from observed gravity values.
 GW0686
 GW0686;                    North         East    Units  Estimated Accuracy
 GW0686;SPC VA S     - 1,156,190.    3,472,040.      MT  (+/- 180 meters Scaled)
 GW0686
 GW0686                          SUPERSEDED SURVEY CONTROL
 GW0686
 GW0686  NGVD 29 (??/??/92)  210.941  (m)          692.06   (f) ADJ UNCH    2 0
 GW0686
 GW0686.Superseded values are not recommended for survey control.
 GW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0686.See file dsdata.txt to determine how the superseded data were derived.
 GW0686
 GW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB923792(NAD 83)
 GW0686_MARKER: DB = BENCH MARK DISK
 GW0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0686_STAMPING: D 151 1935
 GW0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0686+STABILITY: SURFACE MOTION
 GW0686
 GW0686  HISTORY     - Date     Condition        Report By
 GW0686  HISTORY     - 1935     MONUMENTED       CGS
 GW0686
 GW0686                          STATION DESCRIPTION
 GW0686
 GW0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0686'1.6 MI S FROM ELMA.
 GW0686'1.6 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GW0686'ELMA, NELSON COUNTY, 435 FEET NORTH OF THE SOUTH END OF THE
 GW0686'STATION AT GORDON, 0.5 MILE NORTH OF MILEPOST 141, 250 YARDS NORTH
 GW0686'OF BLOCK SIGNAL 140.6, AT A ROAD CROSSING, 45 FEET EAST OF THE
 GW0686'CENTERLINE OF THE NORTH-BOUND TRACK, 30 FEET SOUTH OF THE
 GW0686'CENTERLINE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 GW0686'SIDING, 7 FEET SOUTH OF A FENCE CORNER, AND 3 FEET WEST OF THE
 GW0686'EAST FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0994 ***********************************************************************
 GW0994  DESIGNATION -  D 152
 GW0994  PID         -  GW0994
 GW0994  STATE/COUNTY-  VA/AMHERST
 GW0994  USGS QUAD   -  BUENA VISTA (1984)
 GW0994
 GW0994                         *CURRENT SURVEY CONTROL
 GW0994  ___________________________________________________________________
 GW0994* NAD 83(1986)-  37 44 49.     (N)    079 16 07.     (W)     SCALED    
 GW0994* NAVD 88     -       497.111  (meters)    1630.94   (feet)  ADJUSTED  
 GW0994  ___________________________________________________________________
 GW0994  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 GW0994  DYNAMIC HT  -         496.710 (meters)    1629.62  (feet)  COMP
 GW0994  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 GW0994
 GW0994  VERT ORDER  -  SECOND    CLASS 0
 GW0994
 GW0994.The horizontal coordinates were scaled from a topographic map and have
 GW0994.an estimated accuracy of +/- 6 seconds.
 GW0994
 GW0994.The orthometric height was determined by differential leveling
 GW0994.and adjusted by the National Geodetic Survey in June 1991..
 GW0994
 GW0994.The geoid height was determined by GEOID03.
 GW0994
 GW0994.The dynamic height is computed by dividing the NAVD 88
 GW0994.geopotential number by the normal gravity value computed on the
 GW0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0994.degrees latitude (g = 980.6199 gals.).
 GW0994
 GW0994.The modeled gravity was interpolated from observed gravity values.
 GW0994
 GW0994;                    North         East    Units  Estimated Accuracy
 GW0994;SPC VA S     - 1,157,150.    3,432,260.      MT  (+/- 180 meters Scaled)
 GW0994
 GW0994                          SUPERSEDED SURVEY CONTROL
 GW0994
 GW0994  NGVD 29 (??/??/92)  497.298  (m)         1631.55   (f) ADJ UNCH    2 0
 GW0994
 GW0994.Superseded values are not recommended for survey control.
 GW0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0994.See file dsdata.txt to determine how the superseded data were derived.
 GW0994
 GW0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB525791(NAD 83)
 GW0994_MARKER: DB = BENCH MARK DISK
 GW0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0994_STAMPING: D 152 1935
 GW0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0994+STABILITY: SURFACE MOTION
 GW0994
 GW0994  HISTORY     - Date     Condition        Report By
 GW0994  HISTORY     - 1935     MONUMENTED       CGS
 GW0994  HISTORY     - 1938     GOOD             NGS
 GW0994
 GW0994                          STATION DESCRIPTION
 GW0994
 GW0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0994'7.8 MI E FROM BUENA VISTA.
 GW0994'IN AMHERST COUNTY, 7.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM
 GW0994'BUENA VISTA, ROCKBRIDGE COUNTY, 1.1 MILES WEST OF ORONOCO, 210
 GW0994'FEET NORTHEAST OF A CONCRETE BRIDGE OVER PEDLAR CREEK, 135 FEET
 GW0994'EAST OF A ROAD LEADING NORTH, 54 FEET NORTH OF THE CENTERLINE
 GW0994'OF THE HIGHWAY, AT THE EDGE OF A TRAIL LEADING NORTHEAST, AND
 GW0994'UNDER A SINGLE WIRE TELEPHONE LINE.  A STANDARD DISK, STAMPED
 GW0994'D 152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0927 ***********************************************************************
 HW0927  DESIGNATION -  D 155
 HW0927  PID         -  HW0927
 HW0927  STATE/COUNTY-  VA/ALBEMARLE
 HW0927  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW0927
 HW0927                         *CURRENT SURVEY CONTROL
 HW0927  ___________________________________________________________________
 HW0927* NAD 83(1986)-  38 06 42.     (N)    078 32 46.     (W)     SCALED    
 HW0927* NAVD 88     -       194.554  (meters)     638.30   (feet)  ADJUSTED  
 HW0927  ___________________________________________________________________
 HW0927  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0927  DYNAMIC HT  -         194.418 (meters)     637.85  (feet)  COMP
 HW0927  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 HW0927
 HW0927  VERT ORDER  -  SECOND    CLASS 0
 HW0927
 HW0927.The horizontal coordinates were scaled from a topographic map and have
 HW0927.an estimated accuracy of +/- 6 seconds.
 HW0927
 HW0927.The orthometric height was determined by differential leveling
 HW0927.and adjusted by the National Geodetic Survey in June 1991..
 HW0927
 HW0927.The geoid height was determined by GEOID03.
 HW0927
 HW0927.The dynamic height is computed by dividing the NAVD 88
 HW0927.geopotential number by the normal gravity value computed on the
 HW0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0927.degrees latitude (g = 980.6199 gals.).
 HW0927
 HW0927.The modeled gravity was interpolated from observed gravity values.
 HW0927
 HW0927;                    North         East    Units  Estimated Accuracy
 HW0927;SPC VA S     - 1,197,360.    3,495,960.      MT  (+/- 180 meters Scaled)
 HW0927
 HW0927                          SUPERSEDED SURVEY CONTROL
 HW0927
 HW0927  NGVD 29 (??/??/92)  194.789  (m)          639.07   (f) ADJ UNCH    2 0
 HW0927
 HW0927.Superseded values are not recommended for survey control.
 HW0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0927.See file dsdata.txt to determine how the superseded data were derived.
 HW0927
 HW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC151210(NAD 83)
 HW0927_MARKER: DB = BENCH MARK DISK
 HW0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0927_STAMPING: D 155 1935
 HW0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0927+STABILITY: SURFACE MOTION
 HW0927
 HW0927  HISTORY     - Date     Condition        Report By
 HW0927  HISTORY     - 1935     MONUMENTED       CGS
 HW0927  HISTORY     - 1964     GOOD             NGS
 HW0927
 HW0927                          STATION DESCRIPTION
 HW0927
 HW0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0927'3.7 MI S FROM FREE UNION.
 HW0927'3.7 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 601 FROM THE
 HW0927'GENERAL STORE AT FREE UNION, ALBEMARLE COUNTY, AT THE JUNCTION
 HW0927'OF SECONDARY STATE HIGHWAY 676 LEADING EAST, 25 FEET WEST OF THE
 HW0927'CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF A FENCE CORNER, AND
 HW0927'NEAR THE BOARD FENCE.  A STANDARD DISK, STAMPED D 155 1935 AND
 HW0927'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0532 ***********************************************************************
 HW0532  DESIGNATION -  D 156
 HW0532  PID         -  HW0532
 HW0532  STATE/COUNTY-  VA/GREENE
 HW0532  USGS QUAD   -  EARLYSVILLE (1984)
 HW0532
 HW0532                         *CURRENT SURVEY CONTROL
 HW0532  ___________________________________________________________________
 HW0532* NAD 83(1986)-  38 13 33.     (N)    078 23 51.     (W)     SCALED    
 HW0532* NAVD 88     -       201.231  (meters)     660.21   (feet)  ADJUSTED  
 HW0532  ___________________________________________________________________
 HW0532  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW0532  DYNAMIC HT  -         201.091 (meters)     659.75  (feet)  COMP
 HW0532  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 HW0532
 HW0532  VERT ORDER  -  SECOND    CLASS 0
 HW0532
 HW0532.The horizontal coordinates were scaled from a topographic map and have
 HW0532.an estimated accuracy of +/- 6 seconds.
 HW0532
 HW0532.The orthometric height was determined by differential leveling
 HW0532.and adjusted by the National Geodetic Survey in June 1991..
 HW0532
 HW0532.The geoid height was determined by GEOID03.
 HW0532
 HW0532.The dynamic height is computed by dividing the NAVD 88
 HW0532.geopotential number by the normal gravity value computed on the
 HW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0532.degrees latitude (g = 980.6199 gals.).
 HW0532
 HW0532.The modeled gravity was interpolated from observed gravity values.
 HW0532
 HW0532;                    North         East    Units  Estimated Accuracy
 HW0532;SPC VA N     - 2,062,070.    3,508,980.      MT  (+/- 180 meters Scaled)
 HW0532
 HW0532                          SUPERSEDED SURVEY CONTROL
 HW0532
 HW0532  NGVD 29 (??/??/92)  201.438  (m)          660.88   (f) ADJ UNCH    2 0
 HW0532
 HW0532.Superseded values are not recommended for survey control.
 HW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0532.See file dsdata.txt to determine how the superseded data were derived.
 HW0532
 HW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC278340(NAD 83)
 HW0532_MARKER: DB = BENCH MARK DISK
 HW0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0532_STAMPING: D 156 1935
 HW0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0532+STABILITY: SURFACE MOTION
 HW0532
 HW0532  HISTORY     - Date     Condition        Report By
 HW0532  HISTORY     - 1935     MONUMENTED       CGS
 HW0532  HISTORY     - 1964     GOOD             NGS
 HW0532
 HW0532                          STATION DESCRIPTION
 HW0532
 HW0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0532'1.1 MI SW FROM MIDWAY.
 HW0532'1.1 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 644 FROM THE
 HW0532'JUNCTION OF U.S. HIGHWAY 33 AT MIDWAY, GREENE COUNTY, AT A
 HW0532'ROAD JUNCTION, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT
 HW0532'ROAD, AND 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HW0532'STANDARD DISK, STAMPED D 156 1935 AND SET IN THE TOP OF A
 HW0532'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0901 ***********************************************************************
 HW0901  DESIGNATION -  D 157 RESET 1958
 HW0901  PID         -  HW0901
 HW0901  STATE/COUNTY-  VA/ROCKINGHAM
 HW0901  USGS QUAD   -  GROTTOES (1987)
 HW0901
 HW0901                         *CURRENT SURVEY CONTROL
 HW0901  ___________________________________________________________________
 HW0901* NAD 83(1986)-  38 21 33.     (N)    078 50 31.     (W)     SCALED    
 HW0901* NAVD 88     -       385.10   (+/-2cm)    1263.4    (feet)  VERTCON   
 HW0901  ___________________________________________________________________
 HW0901  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0901
 HW0901  VERT ORDER  -  THIRD (See Below)
 HW0901
 HW0901.The horizontal coordinates were scaled from a topographic map and have
 HW0901.an estimated accuracy of +/- 6 seconds.
 HW0901
 HW0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0901.The vertical order pertains to the NGVD 29 superseded value.
 HW0901
 HW0901.The geoid height was determined by GEOID03.
 HW0901
 HW0901;                    North         East    Units  Estimated Accuracy
 HW0901;SPC VA N     - 2,076,920.    3,470,120.      MT  (+/- 180 meters Scaled)
 HW0901
 HW0901                          SUPERSEDED SURVEY CONTROL
 HW0901
 HW0901  NGVD 29 (03/21/06)  385.25   (m)         1263.9    (f) RESET       3  
 HW0901
 HW0901.Superseded values are not recommended for survey control.
 HW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0901.See file dsdata.txt to determine how the superseded data were derived.
 HW0901
 HW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC885478(NAD 83)
 HW0901_MARKER: DB = BENCH MARK DISK
 HW0901_SETTING: 66 = SET IN ROCK OUTCROP
 HW0901_SP_SET: ROCK OUTCROP
 HW0901_STAMPING: D 157 RESET 1958
 HW0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0901+STABILITY: POSITION/ELEVATION WELL
 HW0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0901+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 HW0901
 HW0901  HISTORY     - Date     Condition        Report By
 HW0901  HISTORY     - 1958     MONUMENTED       CGS
 HW0901  HISTORY     - 19971015 MARK NOT FOUND   USPSQD
 HW0901  HISTORY     - 20060225 GOOD             GEOCAC
 HW0901
 HW0901                          STATION DESCRIPTION
 HW0901
 HW0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0901'AT CROSSKEYS.
 HW0901'SET IN A DRILL HOLE IN A 2 BY 5 FOOT LIMESTONE OUTCROP PROJECTING
 HW0901'16 INCHES, 53 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 679,
 HW0901'43 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 276, 19 FEET
 HW0901'NORTH OF POWER POLE NO. GM 252 AND 7.5 FEET EAST OF THE RIGHT
 HW0901'OF WAY FENCE.
 HW0901
 HW0901                          STATION RECOVERY (1997)
 HW0901
 HW0901'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0901'MARK NOT FOUND.
 HW0901
 HW0901                          STATION RECOVERY (2006)
 HW0901
 HW0901'RECOVERY NOTE BY GEOCACHING 2006 (ZCL)
 HW0901'RECOVERED MARK IN GOOD CONDITION AT LOCATION IN DESCRIPTION.  HANDHELD
 HW0901'GPS COORD N 38 21 34 W 078 50 31
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1746 ***********************************************************************
 HW1746  DESIGNATION -  D 159
 HW1746  PID         -  HW1746
 HW1746  STATE/COUNTY-  VA/AUGUSTA
 HW1746  USGS QUAD   -  AUGUSTA SPRINGS (1978)
 HW1746
 HW1746                         *CURRENT SURVEY CONTROL
 HW1746  ___________________________________________________________________
 HW1746* NAD 83(1986)-  38 01 41.     (N)    079 15 12.     (W)     SCALED    
 HW1746* NAVD 88     -       572.746  (meters)    1879.08   (feet)  ADJUSTED  
 HW1746  ___________________________________________________________________
 HW1746  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HW1746  DYNAMIC HT  -         572.292 (meters)    1877.59  (feet)  COMP
 HW1746  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HW1746
 HW1746  VERT ORDER  -  SECOND    CLASS 0
 HW1746
 HW1746.The horizontal coordinates were scaled from a topographic map and have
 HW1746.an estimated accuracy of +/- 6 seconds.
 HW1746
 HW1746.The orthometric height was determined by differential leveling
 HW1746.and adjusted by the National Geodetic Survey in June 1991..
 HW1746
 HW1746.The geoid height was determined by GEOID03.
 HW1746
 HW1746.The dynamic height is computed by dividing the NAVD 88
 HW1746.geopotential number by the normal gravity value computed on the
 HW1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1746.degrees latitude (g = 980.6199 gals.).
 HW1746
 HW1746.The modeled gravity was interpolated from observed gravity values.
 HW1746
 HW1746;                    North         East    Units  Estimated Accuracy
 HW1746;SPC VA N     - 2,040,390.    3,433,860.      MT  (+/- 180 meters Scaled)
 HW1746
 HW1746                          SUPERSEDED SURVEY CONTROL
 HW1746
 HW1746  NGVD 29 (??/??/92)  572.880  (m)         1879.52   (f) ADJ UNCH    2 0
 HW1746
 HW1746.Superseded values are not recommended for survey control.
 HW1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1746.See file dsdata.txt to determine how the superseded data were derived.
 HW1746
 HW1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC533103(NAD 83)
 HW1746_MARKER: DB = BENCH MARK DISK
 HW1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1746_STAMPING: D 159 1935
 HW1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1746+STABILITY: SURFACE MOTION
 HW1746
 HW1746  HISTORY     - Date     Condition        Report By
 HW1746  HISTORY     - 1935     MONUMENTED       CGS
 HW1746
 HW1746                          STATION DESCRIPTION
 HW1746
 HW1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1746'2.9 MI SW FROM MIDDLEBROOK.
 HW1746'2.9 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1746'AT MIDDLEBROOK, AUGUSTA COUNTY, ON THE SOUTHWEST SIDE OF A HILL,
 HW1746'25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 HW1746'SOUTHWEST OF A WOODEN GATE TO A FIELD AND AT THE RIGHT-OF-WAY
 HW1746'FENCE.  A STANDARD DISK, STAMPED D 159 1935 AND SET IN THE TOP
 HW1746'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0592 ***********************************************************************
 GW0592  DESIGNATION -  D 16
 GW0592  PID         -  GW0592
 GW0592  STATE/COUNTY-  VA/NELSON
 GW0592  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0592
 GW0592                         *CURRENT SURVEY CONTROL
 GW0592  ___________________________________________________________________
 GW0592* NAD 83(1986)-  37 43 12.     (N)    078 39 09.     (W)     SCALED    
 GW0592* NAVD 88     -        98.519  (meters)     323.22   (feet)  ADJUSTED  
 GW0592  ___________________________________________________________________
 GW0592  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GW0592  DYNAMIC HT  -          98.451 (meters)     323.00  (feet)  COMP
 GW0592  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 GW0592
 GW0592  VERT ORDER  -  FIRST     CLASS II
 GW0592
 GW0592.The horizontal coordinates were scaled from a topographic map and have
 GW0592.an estimated accuracy of +/- 6 seconds.
 GW0592
 GW0592.The orthometric height was determined by differential leveling
 GW0592.and adjusted by the National Geodetic Survey in June 1991..
 GW0592
 GW0592.The geoid height was determined by GEOID03.
 GW0592
 GW0592.The dynamic height is computed by dividing the NAVD 88
 GW0592.geopotential number by the normal gravity value computed on the
 GW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0592.degrees latitude (g = 980.6199 gals.).
 GW0592
 GW0592.The modeled gravity was interpolated from observed gravity values.
 GW0592
 GW0592;                    North         East    Units  Estimated Accuracy
 GW0592;SPC VA S     - 1,153,900.    3,486,560.      MT  (+/- 180 meters Scaled)
 GW0592
 GW0592                          SUPERSEDED SURVEY CONTROL
 GW0592
 GW0592  NGVD 29 (??/??/92)   98.787  (m)          324.10   (f) ADJ UNCH    1 2
 GW0592
 GW0592.Superseded values are not recommended for survey control.
 GW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0592.See file dsdata.txt to determine how the superseded data were derived.
 GW0592
 GW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB069773(NAD 83)
 GW0592_MARKER: DB = BENCH MARK DISK
 GW0592_SETTING: 66 = SET IN ROCK OUTCROP
 GW0592_SP_SET: ROCK WALL
 GW0592_STAMPING: D 16 1928
 GW0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0592+STABILITY: POSITION/ELEVATION WELL
 GW0592
 GW0592  HISTORY     - Date     Condition        Report By
 GW0592  HISTORY     - 1928     MONUMENTED       CGS
 GW0592  HISTORY     - 1934     MARK NOT FOUND   NGS
 GW0592
 GW0592                          STATION DESCRIPTION
 GW0592
 GW0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0592'1.7 MI N FROM HIGHLAND.
 GW0592'1.7 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0592'HIGHLAND, 0.1 MILE SOUTH OF MILEPOST 92, 60 FEET NORTHWEST OF THE
 GW0592'CENTERLINE OF THE TRACK, 30 FEET SOUTHWEST OF THE SOUTHWEST END
 GW0592'OF A SMALL CLEARED FIELD, 30 FEET SOUTH OF A FENCE CORNER, BELOW
 GW0592'TWO LARGE BOULDERS ON THE TOP OF A ROCK WALL, IN A SHELF IN THE
 GW0592'ROCK WALL, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 GW0592'STAMPED D 16 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2444 ***********************************************************************
 GV2444  DESIGNATION -  D 17
 GV2444  PID         -  GV2444
 GV2444  STATE/COUNTY-  VA/GOOCHLAND
 GV2444  USGS QUAD   -  GOOCHLAND (1968)
 GV2444
 GV2444                         *CURRENT SURVEY CONTROL
 GV2444  ___________________________________________________________________
 GV2444* NAD 83(1986)-  37 40 08.     (N)    077 53 09.     (W)     SCALED    
 GV2444* NAVD 88     -        49.508  (meters)     162.43   (feet)  ADJUSTED  
 GV2444  ___________________________________________________________________
 GV2444  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GV2444  DYNAMIC HT  -          49.475 (meters)     162.32  (feet)  COMP
 GV2444  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV2444
 GV2444  VERT ORDER  -  FIRST     CLASS II
 GV2444
 GV2444.The horizontal coordinates were scaled from a topographic map and have
 GV2444.an estimated accuracy of +/- 6 seconds.
 GV2444
 GV2444.The orthometric height was determined by differential leveling
 GV2444.and adjusted by the National Geodetic Survey in June 1991..
 GV2444
 GV2444.The geoid height was determined by GEOID03.
 GV2444
 GV2444.The dynamic height is computed by dividing the NAVD 88
 GV2444.geopotential number by the normal gravity value computed on the
 GV2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2444.degrees latitude (g = 980.6199 gals.).
 GV2444
 GV2444.The modeled gravity was interpolated from observed gravity values.
 GV2444
 GV2444;                    North         East    Units  Estimated Accuracy
 GV2444;SPC VA S     - 1,148,390.    3,554,180.      MT  (+/- 180 meters Scaled)
 GV2444
 GV2444                          SUPERSEDED SURVEY CONTROL
 GV2444
 GV2444  NGVD 29 (??/??/??)   49.795  (m)          163.37   (f) ADJUSTED    1 2
 GV2444
 GV2444.Superseded values are not recommended for survey control.
 GV2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2444.See file dsdata.txt to determine how the superseded data were derived.
 GV2444
 GV2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG454729(NAD 83)
 GV2444_MARKER: DB = BENCH MARK DISK
 GV2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2444_STAMPING: 163.366 D 17 1929
 GV2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2444+STABILITY: SURFACE MOTION
 GV2444
 GV2444  HISTORY     - Date     Condition        Report By
 GV2444  HISTORY     - 1929     MONUMENTED       CGS
 GV2444  HISTORY     - 1960     GOOD             CGS
 GV2444  HISTORY     - 1983     MARK NOT FOUND   NGS
 GV2444  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2444  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2444
 GV2444                          STATION DESCRIPTION
 GV2444
 GV2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2444'AT MAIDENS.
 GV2444'ORIGINAL DESCRIPTION-- AT MAIDENS, GOOCHLAND COUNTY, ON THE
 GV2444'CHESAPEAKE AND OHIO RAILWAY, 58 FEET NORTHWEST OF THE STATION,
 GV2444'AT A ROAD CROSSING, 38 FEET NORTHEAST OF THE CENTERLINE OF THE
 GV2444'TRACK, 35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, ON A
 GV2444'BANK, AND ABOUT 6 FEET HIGHER THAN THE RAIL.  A STANDARD DISK.
 GV2444'NOTE-- 1 FOOT WEST OF WITNESS POST.
 GV2444
 GV2444                          STATION RECOVERY (1983)
 GV2444
 GV2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2444'NOT RECOVERED, BELIEVED DESTROYED AS THE HIGH BANK DESCRIBED HAS BEEN
 GV2444'DESTROYED BY CONSTRUCTION AT THIS LOCATION.
 GV2444
 GV2444                          STATION RECOVERY (1998)
 GV2444
 GV2444'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2444'MARK NOT FOUND.
 GV2444
 GV2444                          STATION RECOVERY (2003)
 GV2444
 GV2444'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1479 ***********************************************************************
 HW1479  DESIGNATION -  D 170
 HW1479  PID         -  HW1479
 HW1479  STATE/COUNTY-  VA/ROCKINGHAM
 HW1479  USGS QUAD   -  COW KNOB (1967)
 HW1479
 HW1479                         *CURRENT SURVEY CONTROL
 HW1479  ___________________________________________________________________
 HW1479* NAD 83(1986)-  38 39 32.     (N)    079 05 16.     (W)     SCALED    
 HW1479* NAVD 88     -      1083.332  (meters)    3554.23   (feet)  ADJUSTED  
 HW1479  ___________________________________________________________________
 HW1479  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HW1479  DYNAMIC HT  -        1082.445 (meters)    3551.32  (feet)  COMP
 HW1479  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 HW1479
 HW1479  VERT ORDER  -  SECOND    CLASS 0
 HW1479
 HW1479.The horizontal coordinates were scaled from a topographic map and have
 HW1479.an estimated accuracy of +/- 6 seconds.
 HW1479
 HW1479.The orthometric height was determined by differential leveling
 HW1479.and adjusted by the National Geodetic Survey in June 1991..
 HW1479
 HW1479.The geoid height was determined by GEOID03.
 HW1479
 HW1479.The dynamic height is computed by dividing the NAVD 88
 HW1479.geopotential number by the normal gravity value computed on the
 HW1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1479.degrees latitude (g = 980.6199 gals.).
 HW1479
 HW1479.The modeled gravity was interpolated from observed gravity values.
 HW1479
 HW1479;                    North         East    Units  Estimated Accuracy
 HW1479;SPC VA N     - 2,110,300.    3,448,840.      MT  (+/- 180 meters Scaled)
 HW1479
 HW1479                          SUPERSEDED SURVEY CONTROL
 HW1479
 HW1479  NGVD 29 (??/??/92) 1083.402  (m)         3554.46   (f) ADJ UNCH    2 0
 HW1479
 HW1479.Superseded values are not recommended for survey control.
 HW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1479.See file dsdata.txt to determine how the superseded data were derived.
 HW1479
 HW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC663806(NAD 83)
 HW1479_MARKER: DB = BENCH MARK DISK
 HW1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1479_STAMPING: D 170 1935
 HW1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1479+STABILITY: SURFACE MOTION
 HW1479
 HW1479  HISTORY     - Date     Condition        Report By
 HW1479  HISTORY     - 1935     MONUMENTED       CGS
 HW1479  HISTORY     - 1954     GOOD             USE
 HW1479
 HW1479                          STATION DESCRIPTION
 HW1479
 HW1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1479'1.9 MI E FROM HALL SPRINGS.
 HW1479'1.9 MILES EAST ALONG A ROAD FROM HALL SPRINGS, ROCKINGHAM
 HW1479'COUNTY, AT THE TOP OF SHENANDOAH MOUNTAIN, AT THE JUNCTION OF
 HW1479'LONG RUN ROAD, 27 FEET NORTH OF THE CENTER OF THE JUNCTION,
 HW1479'25 FEET WEST OF THE CENTERLINE OF LONG RUN ROAD, AND AT THE
 HW1479'EDGE OF THE BRUSH LINE.  A STANDARD DISK, STAMPED D 170 1935
 HW1479'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 HW1479'ABOVE GROUND.
 HW1479
 HW1479                          STATION RECOVERY (1954)
 HW1479
 HW1479'RECOVERY NOTE BY US ENGINEERS 1954
 HW1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3540 ***********************************************************************
 HV3540  DESIGNATION -  D 179 RESET 1958
 HV3540  PID         -  HV3540
 HV3540  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3540  USGS QUAD   -  GAINESVILLE (1994)
 HV3540
 HV3540                         *CURRENT SURVEY CONTROL
 HV3540  ___________________________________________________________________
 HV3540* NAD 83(1986)-  38 48 20.     (N)    077 31 18.     (W)     SCALED    
 HV3540* NAVD 88     -        75.381  (meters)     247.31   (feet)  ADJUSTED  
 HV3540  ___________________________________________________________________
 HV3540  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV3540  DYNAMIC HT  -          75.339 (meters)     247.17  (feet)  COMP
 HV3540  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 HV3540
 HV3540  VERT ORDER  -  SECOND    CLASS 0
 HV3540
 HV3540.The horizontal coordinates were scaled from a topographic map and have
 HV3540.an estimated accuracy of +/- 6 seconds.
 HV3540
 HV3540.The orthometric height was determined by differential leveling
 HV3540.and adjusted by the National Geodetic Survey in June 1991..
 HV3540
 HV3540.The geoid height was determined by GEOID03.
 HV3540
 HV3540.The dynamic height is computed by dividing the NAVD 88
 HV3540.geopotential number by the normal gravity value computed on the
 HV3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3540.degrees latitude (g = 980.6199 gals.).
 HV3540
 HV3540.The modeled gravity was interpolated from observed gravity values.
 HV3540
 HV3540;                    North         East    Units  Estimated Accuracy
 HV3540;SPC VA N     - 2,126,870.    3,584,980.      MT  (+/- 180 meters Scaled)
 HV3540
 HV3540                          SUPERSEDED SURVEY CONTROL
 HV3540
 HV3540  NGVD 29 (??/??/??)   75.610  (m)          248.06   (f) ADJUSTED    2 0
 HV3540
 HV3540.Superseded values are not recommended for survey control.
 HV3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3540.See file dsdata.txt to determine how the superseded data were derived.
 HV3540
 HV3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH810982(NAD 83)
 HV3540_MARKER: DB = BENCH MARK DISK
 HV3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3540_STAMPING: D 179 RESET 1958
 HV3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3540+STABILITY: SURFACE MOTION
 HV3540
 HV3540  HISTORY     - Date     Condition        Report By
 HV3540  HISTORY     - 1958     MONUMENTED       CGS
 HV3540  HISTORY     - 1960     GOOD             CGS
 HV3540
 HV3540                          STATION DESCRIPTION
 HV3540
 HV3540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3540'6.5 MI SW FROM CENTREVILLE.
 HV3540'ABOUT 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 211 AND 29 FROM THE
 HV3540'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 0.9 MILE
 HV3540'SOUTHEAST ALONG STATE HIGHWAY 234, 51 FEET WEST OF THE CENTER LINE
 HV3540'OF THE HIGHWAY, 71 1/2 FEET SOUTH OF THE CENTER LINE OF SOUTH
 HV3540'LEG OF JUNCTION OF PARK ROAD LEADING WEST, 114 FEET NORTH OF SOUTH
 HV3540'FENCE CORNER OF MANASSAS NATIONAL BATTLEFIELD PARK, 20.8 FEET
 HV3540'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 1/2 FEET EAST OF A
 HV3540'RAIL-FENCE, 1 FOOT EAST OF A WOODEN WITNESS POST WITH METAL
 HV3540'WITNESS SIGN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 HV3540'IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0878 ***********************************************************************
 GW0878  DESIGNATION -  D 18
 GW0878  PID         -  GW0878
 GW0878  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0878  USGS QUAD   -  LEXINGTON (1978)
 GW0878
 GW0878                         *CURRENT SURVEY CONTROL
 GW0878  ___________________________________________________________________
 GW0878* NAD 83(1986)-  37 45 53.     (N)    079 23 08.     (W)     SCALED    
 GW0878* NAVD 88     -       264.561  (meters)     867.98   (feet)  POSTED    
 GW0878  ___________________________________________________________________
 GW0878  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW0878  DYNAMIC HT  -         264.360 (meters)     867.32  (feet)  COMP
 GW0878  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 GW0878
 GW0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0878
 GW0878.The horizontal coordinates were scaled from a topographic map and have
 GW0878.an estimated accuracy of +/- 6 seconds.
 GW0878
 GW0878.The orthometric height was determined by differential leveling
 GW0878.and adjusted by the National Geodetic Survey in 1992..
 GW0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0878.rate of 0.0 thru 1.0 mm/km.
 GW0878
 GW0878.The geoid height was determined by GEOID03.
 GW0878
 GW0878.The dynamic height is computed by dividing the NAVD 88
 GW0878.geopotential number by the normal gravity value computed on the
 GW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0878.degrees latitude (g = 980.6199 gals.).
 GW0878
 GW0878.The modeled gravity was interpolated from observed gravity values.
 GW0878
 GW0878;                    North         East    Units  Estimated Accuracy
 GW0878;SPC VA S     - 1,159,220.    3,421,980.      MT  (+/- 180 meters Scaled)
 GW0878
 GW0878                          SUPERSEDED SURVEY CONTROL
 GW0878
 GW0878  NGVD 29 (??/??/92)  264.744  (m)          868.58   (f) ADJ UNCH    1 2
 GW0878
 GW0878.Superseded values are not recommended for survey control.
 GW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0878.See file dsdata.txt to determine how the superseded data were derived.
 GW0878
 GW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB422809(NAD 83)
 GW0878_MARKER: DB = BENCH MARK DISK
 GW0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0878_STAMPING: 868.581 D 18 1929
 GW0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0878+STABILITY: SURFACE MOTION
 GW0878
 GW0878  HISTORY     - Date     Condition        Report By
 GW0878  HISTORY     - 1929     MONUMENTED       CGS
 GW0878  HISTORY     - 1936     GOOD             DOD
 GW0878
 GW0878                          STATION DESCRIPTION
 GW0878
 GW0878'DESCRIBED BY US DEPARTMENT OF DEFENSE 1936
 GW0878'3.5 MI NW FROM BUENA VISTA.
 GW0878'DESCRIPTION IS VERY POOR.  MONUMENT IS IN DANGER OF BEING COVERED
 GW0878'UP BY SILT AND FLOOD DEBRIS.  DESCRIPTION SHOULD INCLUDE THE
 GW0878'FOLLOWING-- B.M. IS NEAR ROAD CROSSING.  5 FEET SE OF CENTER OF
 GW0878'ROAD CROSSING AND IMMEDIATELY IN FRONT OF AN OLD TELEPHONE POLE-
 GW0878'SMALL CEDAR TREE STANDS 3 FT. SE OF THE MONUMENT.  NOTE-- HOUSE
 GW0878'AND FENCE LINE MENTIONED IN ABOVE DESCRIPTION HAS BEEN DESTROYED
 GW0878'BY FIRE.  RUINS OF HOUSE STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0267 ***********************************************************************
 GA0267  DESIGNATION -  D 185
 GA0267  PID         -  GA0267
 GA0267  STATE/COUNTY-  VA/SCOTT
 GA0267  USGS QUAD   -  MENDOTA (1976)
 GA0267
 GA0267                         *CURRENT SURVEY CONTROL
 GA0267  ___________________________________________________________________
 GA0267* NAD 83(1986)-  36 40 16.     (N)    082 19 48.     (W)     SCALED    
 GA0267* NAVD 88     -       415.264  (meters)    1362.41   (feet)  ADJUSTED  
 GA0267  ___________________________________________________________________
 GA0267  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GA0267  DYNAMIC HT  -         414.890 (meters)    1361.18  (feet)  COMP
 GA0267  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 GA0267
 GA0267  VERT ORDER  -  SECOND    CLASS 0
 GA0267
 GA0267.The horizontal coordinates were scaled from a topographic map and have
 GA0267.an estimated accuracy of +/- 6 seconds.
 GA0267
 GA0267.The orthometric height was determined by differential leveling
 GA0267.and adjusted by the National Geodetic Survey in June 1991..
 GA0267
 GA0267.The geoid height was determined by GEOID03.
 GA0267
 GA0267.The dynamic height is computed by dividing the NAVD 88
 GA0267.geopotential number by the normal gravity value computed on the
 GA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0267.degrees latitude (g = 980.6199 gals.).
 GA0267
 GA0267.The modeled gravity was interpolated from observed gravity values.
 GA0267
 GA0267;                    North         East    Units  Estimated Accuracy
 GA0267;SPC VA S     - 1,044,430.    3,157,710.      MT  (+/- 180 meters Scaled)
 GA0267
 GA0267                          SUPERSEDED SURVEY CONTROL
 GA0267
 GA0267  NGVD 29 (??/??/92)  415.398  (m)         1362.85   (f) ADJ UNCH    2 0
 GA0267
 GA0267.Superseded values are not recommended for survey control.
 GA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0267.See file dsdata.txt to determine how the superseded data were derived.
 GA0267
 GA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA811592(NAD 83)
 GA0267_MARKER: DB = BENCH MARK DISK
 GA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0267_STAMPING: D 185 1935
 GA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0267+STABILITY: SURFACE MOTION
 GA0267
 GA0267  HISTORY     - Date     Condition        Report By
 GA0267  HISTORY     - 1935     MONUMENTED       CGS
 GA0267  HISTORY     - 1939     GOOD             TVA
 GA0267  HISTORY     - 1964     GOOD             TVA
 GA0267
 GA0267                          STATION DESCRIPTION
 GA0267
 GA0267'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1939
 GA0267'3.6 MI S FROM MENDOTA.
 GA0267'IN SCOTT COUNTY, 3.6 MILES SOUTH ALONG COUNTY HIGHWAY 615 FROM
 GA0267'THE POST OFFICE AT MENDOTA, WASHINGTON COUNTY, AT THE C.H. HOUSER
 GA0267'RESIDENCE, 25 YARDS SOUTH OF THE HOUSE, 18 FEET NORTH OF THE
 GA0267'CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A BARB-WIRE FENCE,
 GA0267'3 FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A
 GA0267'STANDARD DISK, STAMPED D 185 1935 AND SET IN THE TOP OF A CONCRETE
 GA0267'POST.
 GA0267
 GA0267                          STATION RECOVERY (1964)
 GA0267
 GA0267'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1111 ***********************************************************************
 FZ1111  DESIGNATION -  D 186
 FZ1111  PID         -  FZ1111
 FZ1111  STATE/COUNTY-  VA/WASHINGTON
 FZ1111  USGS QUAD   -  HAYTERS GAP (1978)
 FZ1111
 FZ1111                         *CURRENT SURVEY CONTROL
 FZ1111  ___________________________________________________________________
 FZ1111* NAD 83(1986)-  36 45 10.     (N)    081 53 13.     (W)     SCALED    
 FZ1111* NAVD 88     -       648.158  (meters)    2126.50   (feet)  ADJUSTED  
 FZ1111  ___________________________________________________________________
 FZ1111  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ1111  DYNAMIC HT  -         647.560 (meters)    2124.54  (feet)  COMP
 FZ1111  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 FZ1111
 FZ1111  VERT ORDER  -  SECOND    CLASS 0
 FZ1111
 FZ1111.The horizontal coordinates were scaled from a topographic map and have
 FZ1111.an estimated accuracy of +/- 6 seconds.
 FZ1111
 FZ1111.The orthometric height was determined by differential leveling
 FZ1111.and adjusted by the National Geodetic Survey in June 1991..
 FZ1111
 FZ1111.The geoid height was determined by GEOID03.
 FZ1111
 FZ1111.The dynamic height is computed by dividing the NAVD 88
 FZ1111.geopotential number by the normal gravity value computed on the
 FZ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1111.degrees latitude (g = 980.6199 gals.).
 FZ1111
 FZ1111.The modeled gravity was interpolated from observed gravity values.
 FZ1111
 FZ1111;                    North         East    Units  Estimated Accuracy
 FZ1111;SPC VA S     - 1,051,970.    3,197,610.      MT  (+/- 180 meters Scaled)
 FZ1111
 FZ1111                          SUPERSEDED SURVEY CONTROL
 FZ1111
 FZ1111  NGVD 29 (??/??/92)  648.250  (m)         2126.80   (f) ADJ UNCH    2 0
 FZ1111
 FZ1111.Superseded values are not recommended for survey control.
 FZ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1111.See file dsdata.txt to determine how the superseded data were derived.
 FZ1111
 FZ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA208678(NAD 83)
 FZ1111_MARKER: DB = BENCH MARK DISK
 FZ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1111_STAMPING: D 186 1935
 FZ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1111+STABILITY: SURFACE MOTION
 FZ1111
 FZ1111  HISTORY     - Date     Condition        Report By
 FZ1111  HISTORY     - 1935     MONUMENTED       CGS
 FZ1111
 FZ1111                          STATION DESCRIPTION
 FZ1111
 FZ1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1111'1.5 MI SW FROM MEADOWVIEW.
 FZ1111'1.5 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ1111'THE STATION AT MEADOWVIEW, WASHINGTON COUNTY, 0.2 MILE NORTHEAST
 FZ1111'OF A SEMAPHORE, AT A GRAVEL-ROAD CROSSING, 24 FEET SOUTHEAST
 FZ1111'OF THE SOUTHEAST RAIL, 28 FEET NORTHWEST OF THE CENTERLINE OF
 FZ1111'U.S. HIGHWAY 11 (NORTH ALTERNATE ROUTE), 21 FEET SOUTHWEST OF THE
 FZ1111'CENTERLINE OF THE GRAVEL ROAD, 13.6 FEET NORTHWEST OF A FENCE
 FZ1111'LINE, 5.8 FEET SOUTHWEST OF ANOTHER FENCE LINE, AND LEVEL WITH
 FZ1111'THE TRACK.  A STANDARD DISK, STAMPED D 186 1935 AND SET IN THE
 FZ1111'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0617 ***********************************************************************
 HW0617  DESIGNATION -  D 187
 HW0617  PID         -  HW0617
 HW0617  STATE/COUNTY-  VA/GREENE
 HW0617  USGS QUAD   -  FLETCHER (1979)
 HW0617
 HW0617                         *CURRENT SURVEY CONTROL
 HW0617  ___________________________________________________________________
 HW0617* NAD 83(1986)-  38 25 34.     (N)    078 26 02.     (W)     SCALED    
 HW0617* NAVD 88     -       403.241  (meters)    1322.97   (feet)  ADJUSTED  
 HW0617  ___________________________________________________________________
 HW0617  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW0617  DYNAMIC HT  -         402.930 (meters)    1321.95  (feet)  COMP
 HW0617  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 HW0617
 HW0617  VERT ORDER  -  SECOND    CLASS 0
 HW0617
 HW0617.The horizontal coordinates were scaled from a topographic map and have
 HW0617.an estimated accuracy of +/- 6 seconds.
 HW0617
 HW0617.The orthometric height was determined by differential leveling
 HW0617.and adjusted by the National Geodetic Survey in June 1991..
 HW0617
 HW0617.The geoid height was determined by GEOID03.
 HW0617
 HW0617.The dynamic height is computed by dividing the NAVD 88
 HW0617.geopotential number by the normal gravity value computed on the
 HW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0617.degrees latitude (g = 980.6199 gals.).
 HW0617
 HW0617.The modeled gravity was interpolated from observed gravity values.
 HW0617
 HW0617;                    North         East    Units  Estimated Accuracy
 HW0617;SPC VA N     - 2,084,300.    3,505,770.      MT  (+/- 180 meters Scaled)
 HW0617
 HW0617                          SUPERSEDED SURVEY CONTROL
 HW0617
 HW0617  NGVD 29 (??/??/92)  403.395  (m)         1323.47   (f) ADJ UNCH    2 0
 HW0617
 HW0617.Superseded values are not recommended for survey control.
 HW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0617.See file dsdata.txt to determine how the superseded data were derived.
 HW0617
 HW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC240562(NAD 83)
 HW0617_MARKER: DB = BENCH MARK DISK
 HW0617_SETTING: 66 = SET IN ROCK OUTCROP
 HW0617_SP_SET: ROCK LEDGE
 HW0617_STAMPING: D 187 1935
 HW0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0617+STABILITY: POSITION/ELEVATION WELL
 HW0617
 HW0617  HISTORY     - Date     Condition        Report By
 HW0617  HISTORY     - 1935     MONUMENTED       CGS
 HW0617
 HW0617                          STATION DESCRIPTION
 HW0617
 HW0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0617'4.5 MI N FROM KINDERHOOK.
 HW0617'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 667 FROM THE POST
 HW0617'OFFICE AT KINDERHOOK, GREENE COUNTY, ABOUT 60 FEET SOUTH OF CONWAY
 HW0617'RIVER FORD, 25 FEET WEST OF THE RIVER, AND IN THE TOP OF A
 HW0617'ROCK LEDGE.  A STANDARD DISK, STAMPED D 187 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1022 ***********************************************************************
 HW1022  DESIGNATION -  D 19
 HW1022  PID         -  HW1022
 HW1022  STATE/COUNTY-  VA/AUGUSTA
 HW1022  USGS QUAD   -  FORT DEFIANCE (1984)
 HW1022
 HW1022                         *CURRENT SURVEY CONTROL
 HW1022  ___________________________________________________________________
 HW1022* NAD 83(1986)-  38 13 46.     (N)    078 58 41.     (W)     SCALED    
 HW1022* NAVD 88     -       384.770  (meters)    1262.37   (feet)  ADJUSTED  
 HW1022  ___________________________________________________________________
 HW1022  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HW1022  DYNAMIC HT  -         384.483 (meters)    1261.42  (feet)  COMP
 HW1022  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 HW1022
 HW1022  VERT ORDER  -  FIRST     CLASS II
 HW1022
 HW1022.The horizontal coordinates were scaled from a topographic map and have
 HW1022.an estimated accuracy of +/- 6 seconds.
 HW1022
 HW1022.The orthometric height was determined by differential leveling
 HW1022.and adjusted by the National Geodetic Survey in June 1991..
 HW1022
 HW1022.The geoid height was determined by GEOID03.
 HW1022
 HW1022.The dynamic height is computed by dividing the NAVD 88
 HW1022.geopotential number by the normal gravity value computed on the
 HW1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1022.degrees latitude (g = 980.6199 gals.).
 HW1022
 HW1022.The modeled gravity was interpolated from observed gravity values.
 HW1022
 HW1022;                    North         East    Units  Estimated Accuracy
 HW1022;SPC VA N     - 2,062,580.    3,458,140.      MT  (+/- 180 meters Scaled)
 HW1022
 HW1022                          SUPERSEDED SURVEY CONTROL
 HW1022
 HW1022  NGVD 29 (??/??/92)  384.915  (m)         1262.84   (f) ADJ UNCH    1 2
 HW1022
 HW1022.Superseded values are not recommended for survey control.
 HW1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1022.See file dsdata.txt to determine how the superseded data were derived.
 HW1022
 HW1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC769332(NAD 83)
 HW1022_MARKER: DB = BENCH MARK DISK
 HW1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1022_STAMPING: 1262.842 D 19 1929
 HW1022_MARK LOGO: CGS   
 HW1022_PROJECTION: FLUSH
 HW1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1022+STABILITY: SURFACE MOTION
 HW1022
 HW1022  HISTORY     - Date     Condition        Report By
 HW1022  HISTORY     - 1929     MONUMENTED       CGS
 HW1022  HISTORY     - 1958     GOOD             NGS
 HW1022  HISTORY     - 1975     GOOD             NGS
 HW1022  HISTORY     - 1984     GOOD             NGS
 HW1022
 HW1022                          STATION DESCRIPTION
 HW1022
 HW1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1022'0.7 MI SW FROM FORT DEFIANCE.
 HW1022'0.7 MILE SOUTHWEST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM
 HW1022'THE STATION AT FORT DEFIANCE, NEAR THE CROSSING OF COUNTY
 HW1022'ROAD NO. 742, 29 FEET NORTHWEST OF THE NORTHWEST RAIL, 20 FEET
 HW1022'NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 25 FEET
 HW1022'NORTHWEST OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER
 HW1022'THE ROAD, 37 FEET SOUTHEAST OF TELEPHONE POLE NO. 7, 3 1/2
 HW1022'FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A
 HW1022'FENCE LINE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND ROAD
 HW1022'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HW1022'THE GROUND.
 HW1022
 HW1022                          STATION RECOVERY (1975)
 HW1022
 HW1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HW1022'RECOVERED IN GOOD CONDITION.
 HW1022
 HW1022                          STATION RECOVERY (1984)
 HW1022
 HW1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1022'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.5 KM (2.2 MI)
 HW1022'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN MT SIDNEY,
 HW1022'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STATE HIGHWAY 742 TO THE MARK
 HW1022'ON THE LEFT, 6.0 METERS (20.0 FT) NORTHEAST OF THE CENTER OF HIGHWAY
 HW1022'742, 8.8 METERS (29.0 FT) NORTHWEST OF THE WEST RAIL OF THE RAILROAD
 HW1022'TRACKS, 1.0 METER (3.5 FT) NORTHEAST OF A FENCE CORNER, 0.45 METER
 HW1022'(1.5 FT) SOUTHEAST OF A FENCELINE.
 HW1022'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 HW1022'THE MARK IS 0.76 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0209 ***********************************************************************
 FX0209  DESIGNATION -  D 2 USE
 FX0209  PID         -  FX0209
 FX0209  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0209  USGS QUAD   -  BOWERS HILL (1986)
 FX0209
 FX0209                         *CURRENT SURVEY CONTROL
 FX0209  ___________________________________________________________________
 FX0209* NAD 83(1986)-  36 52 10.     (N)    076 29 25.     (W)     SCALED    
 FX0209* NAVD 88     -         5.384  (meters)      17.66   (feet)  ADJUSTED  
 FX0209  ___________________________________________________________________
 FX0209  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FX0209  DYNAMIC HT  -           5.380 (meters)      17.65  (feet)  COMP
 FX0209  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 FX0209
 FX0209  VERT ORDER  -  FIRST     CLASS II
 FX0209
 FX0209.The horizontal coordinates were scaled from a topographic map and have
 FX0209.an estimated accuracy of +/- 6 seconds.
 FX0209
 FX0209.The orthometric height was determined by differential leveling
 FX0209.and adjusted by the National Geodetic Survey in June 1991..
 FX0209
 FX0209.The geoid height was determined by GEOID03.
 FX0209
 FX0209.The dynamic height is computed by dividing the NAVD 88
 FX0209.geopotential number by the normal gravity value computed on the
 FX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0209.degrees latitude (g = 980.6199 gals.).
 FX0209
 FX0209.The modeled gravity was interpolated from observed gravity values.
 FX0209
 FX0209;                    North         East    Units  Estimated Accuracy
 FX0209;SPC VA S     - 1,061,400.    3,679,180.      MT  (+/- 180 meters Scaled)
 FX0209
 FX0209                          SUPERSEDED SURVEY CONTROL
 FX0209
 FX0209  NGVD 29 (??/??/92)    5.62   (m)           18.4    (f) COMPUTED    1 2
 FX0209
 FX0209.Superseded values are not recommended for survey control.
 FX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0209.See file dsdata.txt to determine how the superseded data were derived.
 FX0209
 FX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF671814(NAD 83)
 FX0209_MARKER: DD = SURVEY DISK
 FX0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0209_SP_SET: CULVERT
 FX0209_STAMPING: D 2 1941 ELEV
 FX0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0209
 FX0209  HISTORY     - Date     Condition        Report By
 FX0209  HISTORY     - 1941     MONUMENTED       DOD
 FX0209  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0209
 FX0209                          STATION DESCRIPTION
 FX0209
 FX0209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1941
 FX0209'3.2 MI NW FROM BELLEVILLE.
 FX0209'ABOUT 3.15 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 FX0209'INTERSECTION OF COUNTY ROAD 658 AT BELLEVILLE, ABOUT 3.0 MILES
 FX0209'SOUTHEAST OF SOUTHEAST END OF BRIDGE OVER CHUCKATUCK CREEK AT
 FX0209'CRITTENDEN, AT THE JUNCTION OF COUNTY ROAD 627 LEADING SOUTHWEST,
 FX0209'SET IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 FX0209'30-INCH PIPE CULVERT UNDER HIGHWAY 17, 94 FEET SOUTHEAST OF
 FX0209'CENTER OF JUNCTION, 25 FEET EAST OF CENTER LINE OF HIGHWAY 17
 FX0209'AND ABOUT LEVEL WITH HIGHWAY.
 FX0209
 FX0209                          STATION RECOVERY (2001)
 FX0209
 FX0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1382 ***********************************************************************
 HW1382  DESIGNATION -  D 20 RESET 1967
 HW1382  PID         -  HW1382
 HW1382  STATE/COUNTY-  VA/SHENANDOAH
 HW1382  USGS QUAD   -  EDINBURG (1994)
 HW1382
 HW1382                         *CURRENT SURVEY CONTROL
 HW1382  ___________________________________________________________________
 HW1382* NAD 83(1986)-  38 46 15.     (N)    078 37 07.     (W)     SCALED    
 HW1382* NAVD 88     -       269.977  (meters)     885.75   (feet)  ADJUSTED  
 HW1382  ___________________________________________________________________
 HW1382  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HW1382  DYNAMIC HT  -         269.793 (meters)     885.15  (feet)  COMP
 HW1382  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HW1382
 HW1382  VERT ORDER  -  FIRST     CLASS II
 HW1382
 HW1382.The horizontal coordinates were scaled from a topographic map and have
 HW1382.an estimated accuracy of +/- 6 seconds.
 HW1382
 HW1382.The orthometric height was determined by differential leveling
 HW1382.and adjusted by the National Geodetic Survey in June 1991..
 HW1382
 HW1382.The geoid height was determined by GEOID03.
 HW1382
 HW1382.The dynamic height is computed by dividing the NAVD 88
 HW1382.geopotential number by the normal gravity value computed on the
 HW1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1382.degrees latitude (g = 980.6199 gals.).
 HW1382
 HW1382.The modeled gravity was interpolated from observed gravity values.
 HW1382
 HW1382;                    North         East    Units  Estimated Accuracy
 HW1382;SPC VA N     - 2,122,570.    3,489,690.      MT  (+/- 180 meters Scaled)
 HW1382
 HW1382                          SUPERSEDED SURVEY CONTROL
 HW1382
 HW1382  NGVD 29 (??/??/??)  270.13   (m)          886.3    (f) RESET       3  
 HW1382
 HW1382.Superseded values are not recommended for survey control.
 HW1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1382.See file dsdata.txt to determine how the superseded data were derived.
 HW1382
 HW1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC068940(NAD 83)
 HW1382_MARKER: DB = BENCH MARK DISK
 HW1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1382_STAMPING: D 20 RESET 1967
 HW1382_MARK LOGO: CGS   
 HW1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1382+STABILITY: SURFACE MOTION
 HW1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW1382+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 HW1382
 HW1382  HISTORY     - Date     Condition        Report By
 HW1382  HISTORY     - 1967     MONUMENTED       VADH
 HW1382  HISTORY     - 1983     GOOD             NGS
 HW1382  HISTORY     - 20050205 GOOD             USPSQD
 HW1382  HISTORY     - 20060206 GOOD             USPSQD
 HW1382
 HW1382                          STATION DESCRIPTION
 HW1382
 HW1382'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 HW1382'2.4 MI NE FROM MT JACKSON.
 HW1382'2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1382'MT. JACKSON, THENCE 0.1 MILE NORTHWEST ALONG COUNTY ROAD 769,
 HW1382'32 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY,
 HW1382'36 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 5 FEET
 HW1382'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WIRE FENCE,
 HW1382'5 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 HW1382'POST PROJECTING 6 INCHES ABOVE THE GROUND.
 HW1382
 HW1382                          STATION RECOVERY (1983)
 HW1382
 HW1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1382'RECOVERED IN GOOD CONDITION.
 HW1382
 HW1382                          STATION RECOVERY (2005)
 HW1382
 HW1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 HW1382'POST OFFICE IN MT. JACKSON HAS BEEN MOVED.  ROAD SHOULD BE LISTED AT
 HW1382'796.  MARK IS EASY TO LOCATE NEAR INTERSECTION.
 HW1382
 HW1382                          STATION RECOVERY (2006)
 HW1382
 HW1382'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 HW1382'POST OFFICE HAS MOVED 1.1 MILES NE.  WITNESS POST IS NEXT TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0183 ***********************************************************************
 JW0183  DESIGNATION -  D 21
 JW0183  PID         -  JW0183
 JW0183  STATE/COUNTY-  VA/FREDERICK
 JW0183  USGS QUAD   -  STEPHENSON (1987)
 JW0183
 JW0183                         *CURRENT SURVEY CONTROL
 JW0183  ___________________________________________________________________
 JW0183* NAD 83(1986)-  39 13 59.     (N)    078 04 10.     (W)     SCALED    
 JW0183* NAVD 88     -       161.739  (meters)     530.64   (feet)  ADJUSTED  
 JW0183  ___________________________________________________________________
 JW0183  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JW0183  DYNAMIC HT  -         161.639 (meters)     530.31  (feet)  COMP
 JW0183  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JW0183
 JW0183  VERT ORDER  -  FIRST     CLASS II
 JW0183
 JW0183.The horizontal coordinates were scaled from a topographic map and have
 JW0183.an estimated accuracy of +/- 6 seconds.
 JW0183
 JW0183.The orthometric height was determined by differential leveling
 JW0183.and adjusted by the National Geodetic Survey in June 1991..
 JW0183
 JW0183.The geoid height was determined by GEOID03.
 JW0183
 JW0183.The dynamic height is computed by dividing the NAVD 88
 JW0183.geopotential number by the normal gravity value computed on the
 JW0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0183.degrees latitude (g = 980.6199 gals.).
 JW0183
 JW0183.The modeled gravity was interpolated from observed gravity values.
 JW0183
 JW0183;                    North         East    Units  Estimated Accuracy
 JW0183;SPC VA N     - 2,173,960.    3,537,180.      MT  (+/- 180 meters Scaled)
 JW0183
 JW0183                          SUPERSEDED SURVEY CONTROL
 JW0183
 JW0183  NGVD 29 (??/??/92)  161.912  (m)          531.21   (f) ADJ UNCH    1 2
 JW0183
 JW0183.Superseded values are not recommended for survey control.
 JW0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0183.See file dsdata.txt to determine how the superseded data were derived.
 JW0183
 JW0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD529467(NAD 83)
 JW0183_MARKER: DB = BENCH MARK DISK
 JW0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0183_STAMPING: 531.206 D 21 1929
 JW0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0183+STABILITY: SURFACE MOTION
 JW0183
 JW0183  HISTORY     - Date     Condition        Report By
 JW0183  HISTORY     - 1929     MONUMENTED       CGS
 JW0183  HISTORY     - 1934     GOOD             NGS
 JW0183  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0183
 JW0183                          STATION DESCRIPTION
 JW0183
 JW0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JW0183'2.2 MI E FROM STEPHENSON.
 JW0183'2-1/4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0183'STATION AT STEPHENSON, FREDERICK COUNTY, 38 FEET SOUTHEAST OF THE
 JW0183'CENTER OF THE CROSSING OF THE PRIVATE ROAD OF BEN A. TRAVERS,
 JW0183'OPPOSITE A POINT 12 FEET WEST OF THE CENTER OF A CATTLEGUARD, AND
 JW0183'20 FEET SOUTH OF THE CENTERLINE OF THE TRACKS.  A STANDARD DISK,
 JW0183'STAMPED 531.206 D 21 1929 AND SET IN THE TOP OF A CONCRETE POST
 JW0183'PROJECTING 8 INCHES ABOVE GROUND.
 JW0183
 JW0183                          STATION RECOVERY (1934)
 JW0183
 JW0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JW0183'RECOVERED IN GOOD CONDITION.
 JW0183
 JW0183                          STATION RECOVERY (1998)
 JW0183
 JW0183'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1205 ***********************************************************************
 GA1205  DESIGNATION -  D 22
 GA1205  PID         -  GA1205
 GA1205  STATE/COUNTY-  VA/WISE
 GA1205  USGS QUAD   -  BIG STONE GAP (1991)
 GA1205
 GA1205                         *CURRENT SURVEY CONTROL
 GA1205  ___________________________________________________________________
 GA1205* NAD 83(1993)-  36 49 54.20033(N)    082 46 02.37241(W)     ADJUSTED  
 GA1205* NAVD 88     -       542.480  (meters)    1779.79   (feet)  ADJUSTED  
 GA1205  ___________________________________________________________________
 GA1205  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 GA1205  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1205  DYNAMIC HT  -         541.997 (meters)    1778.20  (feet)  COMP
 GA1205  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 GA1205
 GA1205  HORZ ORDER  -  SECOND
 GA1205  VERT ORDER  -  FIRST     CLASS I
 GA1205
 GA1205.The horizontal coordinates were established by classical geodetic methods
 GA1205.and adjusted by the National Geodetic Survey in December 1995..
 GA1205
 GA1205.The orthometric height was determined by differential leveling
 GA1205.and adjusted by the National Geodetic Survey in June 1991..
 GA1205
 GA1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1205
 GA1205.The geoid height was determined by GEOID03.
 GA1205
 GA1205.The dynamic height is computed by dividing the NAVD 88
 GA1205.geopotential number by the normal gravity value computed on the
 GA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1205.degrees latitude (g = 980.6199 gals.).
 GA1205
 GA1205.The modeled gravity was interpolated from observed gravity values.
 GA1205
 GA1205;                    North         East     Units Scale Factor Converg.
 GA1205;SPC VA S     - 1,063,910.777 3,119,456.668   MT  0.99998883   -2 35 23.8
 GA1205;SPC VA S     - 3,490,513.94 10,234,417.42   sFT  0.99998883   -2 35 23.8
 GA1205;UTM  17      - 4,077,662.421   342,397.364   MT  0.99990601   -1 03 34.8
 GA1205
 GA1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1205!SPC VA S     -   0.99991969  x   0.99998883  =   0.99990852
 GA1205!UTM  17      -   0.99991969  x   0.99990601  =   0.99982571
 GA1205
 GA1205                          SUPERSEDED SURVEY CONTROL
 GA1205
 GA1205  NAD 83(1993)-  36 49 54.20224(N)    082 46 02.37465(W) AD(       ) 2
 GA1205  NAD 83(1986)-  36 49 54.20768(N)    082 46 02.37982(W) AD(       ) 2
 GA1205  NAD 27      -  36 49 53.86172(N)    082 46 02.80196(W) AD(       ) 2
 GA1205  NGVD 29 (??/??/92)  542.615  (m)         1780.23   (f) ADJ UNCH    1 1
 GA1205
 GA1205.Superseded values are not recommended for survey control.
 GA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1205.See file dsdata.txt to determine how the superseded data were derived.
 GA1205
 GA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4239777662(NAD 83)
 GA1205_MARKER: DB = BENCH MARK DISK
 GA1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1205_SP_SET: CULVERT
 GA1205_STAMPING: 1780.410 D 22 1930
 GA1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1205
 GA1205  HISTORY     - Date     Condition        Report By
 GA1205  HISTORY     - 1964     MONUMENTED       CGS
 GA1205  HISTORY     - 1973     GOOD             NGS
 GA1205
 GA1205                          STATION DESCRIPTION
 GA1205
 GA1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GA1205'THE STATION IS LOCATED ON THE SOUTHERN RAILROAD RIGHT-OF-WAY,
 GA1205'3.5 MILES SOUTH OF BIG STONE GAP AND 40 YARDS EAST OF U.S.
 GA1205'HIGHWAY 23.
 GA1205'
 GA1205'TO REACH THE STATION FROM THE POST OFFICE IN BIG STONE GAP,
 GA1205'GO EAST FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAYS 58 AND
 GA1205'23, TURN RIGHT AND GO SOUTHERLY ON U.S. HIGHWAY 23 FOR 3.45
 GA1205'MILES TO COUNTY ROAD 795 ON THE LEFT*, TURN LEFT AND GO
 GA1205'ABOUT 40 YARDS TO RAILROAD TRACKS, TURN LEFT, NORTH, AND GO ABOUT
 GA1205'40 YARDS ALONG THE WEST SIDE OF THE RAILROAD TRACKS TO THE
 GA1205'STATION.
 GA1205'
 GA1205'BM D 22 1930 IS 148 FEET NORTH OF THE RAILROAD CROSSING,
 GA1205'6 FEET EAST OF THE EAST RAIL, 3.8 FEET NORTH OF THE SOUTH
 GA1205'END OF CONCRETE HEADWALL AND 2.5 FEET SOUTH OF THE NORTH END
 GA1205'OF THE HEADWALL.  IT IS A STANDARD DISK CEMENTED IN A DRILLED
 GA1205'HOLE IN THE CONCRETE HEADWALL FOR PIPE CULVERT AND IS STAMPED
 GA1205'D 22 1930.
 GA1205
 GA1205                          STATION RECOVERY (1973)
 GA1205
 GA1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GA1205'3.4 MI S FROM EAST STONE GAP.
 GA1205'3.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE SCHOOL AT
 GA1205'EAST STONE GAP TO THE MARK SET IN THE APPROXIMATE CENTER OF THE
 GA1205'HEADWALL OF A BOX CULVERT, 136 YARDS NORTH OF MILE POST 9, 148
 GA1205'FEET NORTH OF A CROSSING, 6 FEET EAST OF THE EAST RAIL AND IS ABOUT
 GA1205'2 FEET BELOW THE LEVEL OF THE RAIL.  NOTE-- THIS MARK WAS USED
 GA1205'FOR A REFERENCE MARK TO STATION LICK 1964, 31.17 FEET NORTHEAST
 GA1205'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3336 ***********************************************************************
 HV3336  DESIGNATION -  D 221
 HV3336  PID         -  HV3336
 HV3336  STATE/COUNTY-  VA/ORANGE
 HV3336  USGS QUAD   -  UNIONVILLE (1983)
 HV3336
 HV3336                         *CURRENT SURVEY CONTROL
 HV3336  ___________________________________________________________________
 HV3336* NAD 83(1986)-  38 16 10.     (N)    077 55 41.     (W)     SCALED    
 HV3336* NAVD 88     -       152.342  (meters)     499.81   (feet)  ADJUSTED  
 HV3336  ___________________________________________________________________
 HV3336  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV3336  DYNAMIC HT  -         152.245 (meters)     499.49  (feet)  COMP
 HV3336  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 HV3336
 HV3336  VERT ORDER  -  SECOND    CLASS 0
 HV3336
 HV3336.The horizontal coordinates were scaled from a topographic map and have
 HV3336.an estimated accuracy of +/- 6 seconds.
 HV3336
 HV3336.The orthometric height was determined by differential leveling
 HV3336.and adjusted by the National Geodetic Survey in June 1991..
 HV3336
 HV3336.The geoid height was determined by GEOID03.
 HV3336
 HV3336.The dynamic height is computed by dividing the NAVD 88
 HV3336.geopotential number by the normal gravity value computed on the
 HV3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3336.degrees latitude (g = 980.6199 gals.).
 HV3336
 HV3336.The modeled gravity was interpolated from observed gravity values.
 HV3336
 HV3336;                    North         East    Units  Estimated Accuracy
 HV3336;SPC VA N     - 2,067,060.    3,550,050.      MT  (+/- 180 meters Scaled)
 HV3336
 HV3336                          SUPERSEDED SURVEY CONTROL
 HV3336
 HV3336  NGVD 29 (??/??/??)  152.601  (m)          500.66   (f) ADJUSTED    2 0
 HV3336
 HV3336.Superseded values are not recommended for survey control.
 HV3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3336.See file dsdata.txt to determine how the superseded data were derived.
 HV3336
 HV3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH438397(NAD 83)
 HV3336_MARKER: DB = BENCH MARK DISK
 HV3336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3336_SP_SET: CONCRETE FOUNDATION
 HV3336_STAMPING: D 221 1938
 HV3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3336
 HV3336  HISTORY     - Date     Condition        Report By
 HV3336  HISTORY     - 1938     MONUMENTED       CGS
 HV3336  HISTORY     - 1968     MARK NOT FOUND   USGS
 HV3336  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3336  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3336  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HV3336
 HV3336                          STATION DESCRIPTION
 HV3336
 HV3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3336'2.3 MI E FROM UNIONVILLE.
 HV3336'ABOUT 2.3 MILES EAST ALONG THE VIRGINIA CENTRAL RAILWAY FROM
 HV3336'UNIONVILLE, ORANGE COUNTY, AT RHODESVILLE, 52 FEET NORTH OF A
 HV3336'POINT 18 FEET WEST OF A DIRT-ROAD CROSSING, AND IN THE TOP OF
 HV3336'THE CONCRETE FOUNDATION OF A GASOLINE PUMP.  A STANDARD DISK,
 HV3336'STAMPED D 221 1938.
 HV3336
 HV3336                          STATION RECOVERY (1968)
 HV3336
 HV3336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HV3336'MARK NOT FOUND.
 HV3336
 HV3336                          STATION RECOVERY (1984)
 HV3336
 HV3336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3336'NOT RECOVERED, THERE IS A GENERAL STORE AND GAS PUMPS AT THIS LOCATION
 HV3336'BUT NO DISK WAS FOUND, IT IS BELIEVED THE OLD CONCRETE FOUNDATION FOR
 HV3336'THE GAS PUMPS WAS REPLACED.
 HV3336
 HV3336                          STATION RECOVERY (1998)
 HV3336
 HV3336'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3336'MARK NOT FOUND.
 HV3336
 HV3336                          STATION RECOVERY (2003)
 HV3336
 HV3336'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0046 ***********************************************************************
 FZ0046  DESIGNATION -  D 222
 FZ0046  PID         -  FZ0046
 FZ0046  STATE/COUNTY-  VA/PATRICK
 FZ0046  USGS QUAD   -  PATRICK SPRINGS (1985)
 FZ0046
 FZ0046                         *CURRENT SURVEY CONTROL
 FZ0046  ___________________________________________________________________
 FZ0046* NAD 83(1986)-  36 37 46.     (N)    080 11 21.     (W)     SCALED    
 FZ0046* NAVD 88     -       356.439  (meters)    1169.42   (feet)  ADJUSTED  
 FZ0046  ___________________________________________________________________
 FZ0046  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 FZ0046  DYNAMIC HT  -         356.124 (meters)    1168.38  (feet)  COMP
 FZ0046  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 FZ0046
 FZ0046  VERT ORDER  -  SECOND    CLASS 0
 FZ0046
 FZ0046.The horizontal coordinates were scaled from a topographic map and have
 FZ0046.an estimated accuracy of +/- 6 seconds.
 FZ0046
 FZ0046.The orthometric height was determined by differential leveling
 FZ0046.and adjusted by the National Geodetic Survey in June 1991..
 FZ0046
 FZ0046.The geoid height was determined by GEOID03.
 FZ0046
 FZ0046.The dynamic height is computed by dividing the NAVD 88
 FZ0046.geopotential number by the normal gravity value computed on the
 FZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0046.degrees latitude (g = 980.6199 gals.).
 FZ0046
 FZ0046.The modeled gravity was interpolated from observed gravity values.
 FZ0046
 FZ0046;                    North         East    Units  Estimated Accuracy
 FZ0046;SPC VA S     - 1,034,210.    3,348,920.      MT  (+/- 180 meters Scaled)
 FZ0046
 FZ0046                          SUPERSEDED SURVEY CONTROL
 FZ0046
 FZ0046  NGVD 29 (??/??/92)  356.604  (m)         1169.96   (f) ADJ UNCH    2 0
 FZ0046
 FZ0046.Superseded values are not recommended for survey control.
 FZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0046.See file dsdata.txt to determine how the superseded data were derived.
 FZ0046
 FZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA724540(NAD 83)
 FZ0046_MARKER: DB = BENCH MARK DISK
 FZ0046_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0046_SP_SET: OUTCROP
 FZ0046_STAMPING: D 222 1938
 FZ0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0046+STABILITY: POSITION/ELEVATION WELL
 FZ0046
 FZ0046  HISTORY     - Date     Condition        Report By
 FZ0046  HISTORY     - 1938     MONUMENTED       CGS
 FZ0046
 FZ0046                          STATION DESCRIPTION
 FZ0046
 FZ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FZ0046'3.4 MI W FROM CRITZ.
 FZ0046'ABOUT 3.4 MILES WEST ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FZ0046'THE STATION AT CRITZ, PATRICK COUNTY, ABOUT 0.3 MILE EAST OF
 FZ0046'MILEPOST 69, ABOUT 0.3 MILE NORTHWEST OF BRIDGE 68.5, ABOUT 0.2
 FZ0046'MILE SOUTH OF A SHARP CURVE, 8 FEET WEST OF THE CENTER LINE OF
 FZ0046'THE TRACK, IN THE TOP OF THE SOUTH END OF A LARGE BLACK STONE
 FZ0046'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 FZ0046'STAMPED D 222 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3951 ***********************************************************************
 HV3951  DESIGNATION -  D 224
 HV3951  PID         -  HV3951
 HV3951  STATE/COUNTY-  VA/FAUQUIER
 HV3951  USGS QUAD   -  WARRENTON (1978)
 HV3951
 HV3951                         *CURRENT SURVEY CONTROL
 HV3951  ___________________________________________________________________
 HV3951* NAD 83(1986)-  38 39 07.     (N)    077 45 27.     (W)     SCALED    
 HV3951* NAVD 88     -       121.840  (meters)     399.74   (feet)  ADJUSTED  
 HV3951  ___________________________________________________________________
 HV3951  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV3951  DYNAMIC HT  -         121.769 (meters)     399.50  (feet)  COMP
 HV3951  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 HV3951
 HV3951  VERT ORDER  -  SECOND    CLASS 0
 HV3951
 HV3951.The horizontal coordinates were scaled from a topographic map and have
 HV3951.an estimated accuracy of +/- 6 seconds.
 HV3951
 HV3951.The orthometric height was determined by differential leveling
 HV3951.and adjusted by the National Geodetic Survey in June 1991..
 HV3951
 HV3951.The geoid height was determined by GEOID03.
 HV3951
 HV3951.The dynamic height is computed by dividing the NAVD 88
 HV3951.geopotential number by the normal gravity value computed on the
 HV3951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3951.degrees latitude (g = 980.6199 gals.).
 HV3951
 HV3951.The modeled gravity was interpolated from observed gravity values.
 HV3951
 HV3951;                    North         East    Units  Estimated Accuracy
 HV3951;SPC VA N     - 2,109,630.    3,564,630.      MT  (+/- 180 meters Scaled)
 HV3951
 HV3951                          SUPERSEDED SURVEY CONTROL
 HV3951
 HV3951  NGVD 29 (??/??/??)  122.075  (m)          400.51   (f) ADJUSTED    2 0
 HV3951
 HV3951.Superseded values are not recommended for survey control.
 HV3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3951.See file dsdata.txt to determine how the superseded data were derived.
 HV3951
 HV3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH600817(NAD 83)
 HV3951_MARKER: DB = BENCH MARK DISK
 HV3951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3951_SP_SET: CULVERT
 HV3951_STAMPING: D 224 1941
 HV3951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3951
 HV3951  HISTORY     - Date     Condition        Report By
 HV3951  HISTORY     - 1941     MONUMENTED       CGS
 HV3951
 HV3951                          STATION DESCRIPTION
 HV3951
 HV3951'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3951'5.1 MI SE FROM WARRENTON.
 HV3951'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 643 FROM THE SOUTHERN
 HV3951'RAILWAY STATION AT WARRENTON, FAUQUIER COUNTY, THENCE ABOUT 1.2
 HV3951'MILES WEST ALONG STATE HIGHWAY 616, ABOUT 0.1 MILE WEST OF CURVE
 HV3951'TO THE NORTHEAST, AT A ROCK CULVERT, IN THE CENTER OF THE TOP
 HV3951'OF THE NORTHEAST END, 29 FEET NORTH OF THE CENTER LINE OF A ROAD
 HV3951'LEADING SOUTHWEST TO A FARMHOUSE, 9 FEET NORTHEAST OF THE CENTER
 HV3951'LINE OF THE HIGHWAY, AND 5.1 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 HV3951'FENCE.  A STANDARD DISK, STAMPED D 224 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3654 ***********************************************************************
 HV3654  DESIGNATION -  D 225
 HV3654  PID         -  HV3654
 HV3654  STATE/COUNTY-  VA/FAUQUIER
 HV3654  USGS QUAD   -  WARRENTON (1978)
 HV3654
 HV3654                         *CURRENT SURVEY CONTROL
 HV3654  ___________________________________________________________________
 HV3654* NAD 83(1986)-  38 40 52.     (N)    077 52 25.     (W)     SCALED    
 HV3654* NAVD 88     -       136.020  (meters)     446.26   (feet)  ADJUSTED  
 HV3654  ___________________________________________________________________
 HV3654  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3654  DYNAMIC HT  -         135.938 (meters)     445.99  (feet)  COMP
 HV3654  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 HV3654
 HV3654  VERT ORDER  -  SECOND    CLASS 0
 HV3654
 HV3654.The horizontal coordinates were scaled from a topographic map and have
 HV3654.an estimated accuracy of +/- 6 seconds.
 HV3654
 HV3654.The orthometric height was determined by differential leveling
 HV3654.and adjusted by the National Geodetic Survey in June 1991..
 HV3654
 HV3654.The geoid height was determined by GEOID03.
 HV3654
 HV3654.The dynamic height is computed by dividing the NAVD 88
 HV3654.geopotential number by the normal gravity value computed on the
 HV3654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3654.degrees latitude (g = 980.6199 gals.).
 HV3654
 HV3654.The modeled gravity was interpolated from observed gravity values.
 HV3654
 HV3654;                    North         East    Units  Estimated Accuracy
 HV3654;SPC VA N     - 2,112,790.    3,554,500.      MT  (+/- 180 meters Scaled)
 HV3654
 HV3654                          SUPERSEDED SURVEY CONTROL
 HV3654
 HV3654  NGVD 29 (??/??/??)  136.237  (m)          446.97   (f) ADJUSTED    2 0
 HV3654
 HV3654.Superseded values are not recommended for survey control.
 HV3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3654.See file dsdata.txt to determine how the superseded data were derived.
 HV3654
 HV3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH500853(NAD 83)
 HV3654_MARKER: DB = BENCH MARK DISK
 HV3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3654_STAMPING: D 225 1941
 HV3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3654+STABILITY: SURFACE MOTION
 HV3654
 HV3654  HISTORY     - Date     Condition        Report By
 HV3654  HISTORY     - 1941     MONUMENTED       CGS
 HV3654
 HV3654                          STATION DESCRIPTION
 HV3654
 HV3654'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3654'7.9 MI SE FROM ORLEAN.
 HV3654'ABOUT 7.9 MILES SOUTHEAST ALONG STATE HIGHWAY 688 FROM THE POST
 HV3654'OFFICE AT ORLEAN, FAUQUIER COUNTY, ABOUT 1 MILE NORTHWEST OF THE
 HV3654'JUNCTION OF STATE HIGHWAY 29, ABOUT 300 FEET NORTHWEST OF THE
 HV3654'SUMMIT OF A HILL, 16.8 FEET SOUTHEAST OF A 12-INCH CEDAR TREE
 HV3654'LEANING TO THE SOUTH, OPPOSITE A ROCK FENCE, 16 FEET NORTHEAST OF
 HV3654'THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE
 HV3654'RIGHT-OF-WAY RAIL FENCE, AND 1 FOOT NORTHWEST OF A WHITE WOODEN
 HV3654'POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED D 225 1941 AND
 HV3654'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0166 ***********************************************************************
 HW0166  DESIGNATION -  D 226
 HW0166  PID         -  HW0166
 HW0166  STATE/COUNTY-  VA/FAUQUIER
 HW0166  USGS QUAD   -  FLINT HILL (1994)
 HW0166
 HW0166                         *CURRENT SURVEY CONTROL
 HW0166  ___________________________________________________________________
 HW0166* NAD 83(1986)-  38 45 42.     (N)    078 01 20.     (W)     SCALED    
 HW0166* NAVD 88     -       169.840  (meters)     557.22   (feet)  ADJUSTED  
 HW0166  ___________________________________________________________________
 HW0166  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HW0166  DYNAMIC HT  -         169.732 (meters)     556.86  (feet)  COMP
 HW0166  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 HW0166
 HW0166  VERT ORDER  -  SECOND    CLASS 0
 HW0166
 HW0166.The horizontal coordinates were scaled from a topographic map and have
 HW0166.an estimated accuracy of +/- 6 seconds.
 HW0166
 HW0166.The orthometric height was determined by differential leveling
 HW0166.and adjusted by the National Geodetic Survey in June 1991..
 HW0166
 HW0166.The geoid height was determined by GEOID03.
 HW0166
 HW0166.The dynamic height is computed by dividing the NAVD 88
 HW0166.geopotential number by the normal gravity value computed on the
 HW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0166.degrees latitude (g = 980.6199 gals.).
 HW0166
 HW0166.The modeled gravity was interpolated from observed gravity values.
 HW0166
 HW0166;                    North         East    Units  Estimated Accuracy
 HW0166;SPC VA N     - 2,121,650.    3,541,520.      MT  (+/- 180 meters Scaled)
 HW0166
 HW0166                          SUPERSEDED SURVEY CONTROL
 HW0166
 HW0166  NGVD 29 (??/??/92)  170.044  (m)          557.89   (f) ADJ UNCH    2 0
 HW0166
 HW0166.Superseded values are not recommended for survey control.
 HW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0166.See file dsdata.txt to determine how the superseded data were derived.
 HW0166
 HW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC587945(NAD 83)
 HW0166_MARKER: DB = BENCH MARK DISK
 HW0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0166_STAMPING: D 226 1941
 HW0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0166+STABILITY: SURFACE MOTION
 HW0166
 HW0166  HISTORY     - Date     Condition        Report By
 HW0166  HISTORY     - 1941     MONUMENTED       CGS
 HW0166  HISTORY     - 1983     GOOD             NGS
 HW0166
 HW0166                          STATION DESCRIPTION
 HW0166
 HW0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0166'2.6 MI NW FROM ORLEAN.
 HW0166'ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 688 FROM THE POST
 HW0166'OFFICE AT ORLEAN, FAUQUIER COUNTY, THENCE ABOUT 2.6 MILES
 HW0166'SOUTHWEST ALONG STATE HIGHWAY 647, ABOUT 0.4 MILE NORTHEAST OF
 HW0166'A STEEL BRIDGE OVER RAPPAHANNOCK RIVER, ABOUT 300 FEET NORTHWEST
 HW0166'OF THE SUMMIT OF A HILL, 28 FEET NORTH OF THE CENTER LINE OF THE
 HW0166'HIGHWAY, 8 FEET SOUTHWEST OF THE WEST GATEPOST, 2 FEET
 HW0166'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF A
 HW0166'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 HW0166'D 226 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HW0166
 HW0166                          STATION RECOVERY (1983)
 HW0166
 HW0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0151 ***********************************************************************
 HW0151  DESIGNATION -  D 227
 HW0151  PID         -  HW0151
 HW0151  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0151  USGS QUAD   -  WOODVILLE (1994)
 HW0151
 HW0151                         *CURRENT SURVEY CONTROL
 HW0151  ___________________________________________________________________
 HW0151* NAD 83(1986)-  38 37 03.     (N)    078 08 35.     (W)     SCALED    
 HW0151* NAVD 88     -       182.623  (meters)     599.16   (feet)  ADJUSTED  
 HW0151  ___________________________________________________________________
 HW0151  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HW0151  DYNAMIC HT  -         182.505 (meters)     598.77  (feet)  COMP
 HW0151  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HW0151
 HW0151  VERT ORDER  -  SECOND    CLASS 0
 HW0151
 HW0151.The horizontal coordinates were scaled from a topographic map and have
 HW0151.an estimated accuracy of +/- 6 seconds.
 HW0151
 HW0151.The orthometric height was determined by differential leveling
 HW0151.and adjusted by the National Geodetic Survey in June 1991..
 HW0151
 HW0151.The geoid height was determined by GEOID03.
 HW0151
 HW0151.The dynamic height is computed by dividing the NAVD 88
 HW0151.geopotential number by the normal gravity value computed on the
 HW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0151.degrees latitude (g = 980.6199 gals.).
 HW0151
 HW0151.The modeled gravity was interpolated from observed gravity values.
 HW0151
 HW0151;                    North         East    Units  Estimated Accuracy
 HW0151;SPC VA N     - 2,105,600.    3,531,090.      MT  (+/- 180 meters Scaled)
 HW0151
 HW0151                          SUPERSEDED SURVEY CONTROL
 HW0151
 HW0151  NGVD 29 (??/??/92)  182.822  (m)          599.81   (f) ADJ UNCH    2 0
 HW0151
 HW0151.Superseded values are not recommended for survey control.
 HW0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0151.See file dsdata.txt to determine how the superseded data were derived.
 HW0151
 HW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC487782(NAD 83)
 HW0151_MARKER: DB = BENCH MARK DISK
 HW0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0151_STAMPING: D 227 1941
 HW0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0151+STABILITY: SURFACE MOTION
 HW0151
 HW0151  HISTORY     - Date     Condition        Report By
 HW0151  HISTORY     - 1941     MONUMENTED       CGS
 HW0151  HISTORY     - 1959     MARK NOT FOUND   USGS
 HW0151
 HW0151                          STATION DESCRIPTION
 HW0151
 HW0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0151'3.2 MI NE FROM WOODVILLE.
 HW0151'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 618 FROM THE POST
 HW0151'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, ABOUT 0.3 MILE WEST OF
 HW0151'A WHITE FARMHOUSE WITH A BOARD FENCE, ABOUT 130 FEET SOUTH OF THE
 HW0151'SOUTH EDGE OF A SMALL STREAM, 23 FEET NORTH OF THE CENTER LINE
 HW0151'OF THE HIGHWAY, 6 FEET NORTHWEST OF THE GATEPOST OF THE WEST
 HW0151'RAIL FENCE, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 HW0151'SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 HW0151'STAMPED D 227 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HW0151
 HW0151                          STATION RECOVERY (1959)
 HW0151
 HW0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HW0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3508 ***********************************************************************
 HV3508  DESIGNATION -  D 228
 HV3508  PID         -  HV3508
 HV3508  STATE/COUNTY-  VA/LOUDOUN
 HV3508  USGS QUAD   -  ARCOLA (1981)
 HV3508
 HV3508                         *CURRENT SURVEY CONTROL
 HV3508  ___________________________________________________________________
 HV3508* NAD 83(1986)-  38 58 08.     (N)    077 37 22.     (W)     SCALED    
 HV3508* NAVD 88     -       110.674  (meters)     363.10   (feet)  ADJUSTED  
 HV3508  ___________________________________________________________________
 HV3508  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV3508  DYNAMIC HT  -         110.612 (meters)     362.90  (feet)  COMP
 HV3508  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 HV3508
 HV3508  VERT ORDER  -  SECOND    CLASS 0
 HV3508
 HV3508.The horizontal coordinates were scaled from a topographic map and have
 HV3508.an estimated accuracy of +/- 6 seconds.
 HV3508
 HV3508.The orthometric height was determined by differential leveling
 HV3508.and adjusted by the National Geodetic Survey in June 1991..
 HV3508
 HV3508.The geoid height was determined by GEOID03.
 HV3508
 HV3508.The dynamic height is computed by dividing the NAVD 88
 HV3508.geopotential number by the normal gravity value computed on the
 HV3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3508.degrees latitude (g = 980.6199 gals.).
 HV3508
 HV3508.The modeled gravity was interpolated from observed gravity values.
 HV3508
 HV3508;                    North         East    Units  Estimated Accuracy
 HV3508;SPC VA N     - 2,144,910.    3,576,020.      MT  (+/- 180 meters Scaled)
 HV3508
 HV3508                          SUPERSEDED SURVEY CONTROL
 HV3508
 HV3508  NGVD 29 (??/??/??)  110.882  (m)          363.79   (f) ADJUSTED    2 0
 HV3508
 HV3508.Superseded values are not recommended for survey control.
 HV3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3508.See file dsdata.txt to determine how the superseded data were derived.
 HV3508
 HV3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ727165(NAD 83)
 HV3508_MARKER: DB = BENCH MARK DISK
 HV3508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3508_SP_SET: FOUNDATION
 HV3508_STAMPING: D 228 1941
 HV3508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3508
 HV3508  HISTORY     - Date     Condition        Report By
 HV3508  HISTORY     - 1941     MONUMENTED       CGS
 HV3508
 HV3508                          STATION DESCRIPTION
 HV3508
 HV3508'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3508'6.1 MI E FROM MIDDLEBURG.
 HV3508'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL BANK
 HV3508'OF MIDDLEBURG, LOUDOUN COUNTY, AT THE WEST TRIANGLE FORMED BY
 HV3508'THE JUNCTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY 234, 39.0-
 HV3508'FEET EAST OF THE CENTER LINE OF THE WEST FORK OF A WYE, 22.0
 HV3508'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50, IN THE TOP OF
 HV3508'THE CONCRETE FOUNDATION OF A DRAIN, AND 1.2 FEET NORTH OF A WHITE
 HV3508'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED D 228 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3006 ***********************************************************************
 JV3006  DESIGNATION -  D 229
 JV3006  PID         -  JV3006
 JV3006  STATE/COUNTY-  VA/LOUDOUN
 JV3006  USGS QUAD   -  LEESBURG (1994)
 JV3006
 JV3006                         *CURRENT SURVEY CONTROL
 JV3006  ___________________________________________________________________
 JV3006* NAD 83(1986)-  39 00 59.     (N)    077 34 32.     (W)     SCALED    
 JV3006* NAVD 88     -        92.333  (meters)     302.93   (feet)  ADJUSTED  
 JV3006  ___________________________________________________________________
 JV3006  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JV3006  DYNAMIC HT  -          92.282 (meters)     302.76  (feet)  COMP
 JV3006  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 JV3006
 JV3006  VERT ORDER  -  SECOND    CLASS 0
 JV3006
 JV3006.The horizontal coordinates were scaled from a topographic map and have
 JV3006.an estimated accuracy of +/- 6 seconds.
 JV3006
 JV3006.The orthometric height was determined by differential leveling
 JV3006.and adjusted by the National Geodetic Survey in June 1991..
 JV3006
 JV3006.The geoid height was determined by GEOID03.
 JV3006
 JV3006.The dynamic height is computed by dividing the NAVD 88
 JV3006.geopotential number by the normal gravity value computed on the
 JV3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3006.degrees latitude (g = 980.6199 gals.).
 JV3006
 JV3006.The modeled gravity was interpolated from observed gravity values.
 JV3006
 JV3006;                    North         East    Units  Estimated Accuracy
 JV3006;SPC VA N     - 2,150,220.    3,580,060.      MT  (+/- 180 meters Scaled)
 JV3006
 JV3006                          SUPERSEDED SURVEY CONTROL
 JV3006
 JV3006  NGVD 29 (??/??/??)   92.548  (m)          303.63   (f) ADJUSTED    2 0
 JV3006
 JV3006.Superseded values are not recommended for survey control.
 JV3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3006.See file dsdata.txt to determine how the superseded data were derived.
 JV3006
 JV3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ770217(NAD 83)
 JV3006_MARKER: DB = BENCH MARK DISK
 JV3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3006_STAMPING: D 229 1941
 JV3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3006+STABILITY: SURFACE MOTION
 JV3006
 JV3006  HISTORY     - Date     Condition        Report By
 JV3006  HISTORY     - 1941     MONUMENTED       CGS
 JV3006  HISTORY     - 1952     GOOD             USGS
 JV3006
 JV3006                          STATION DESCRIPTION
 JV3006
 JV3006'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JV3006'4 MI E FROM OATLANDS.
 JV3006'4.0 MILES EAST ALONG SECONDARY STATE HIGHWAY 650, 651 AND 621
 JV3006'FROM THE JUNCTION OF U.S. HIGHWAY 15 AND SECONDARY STATE HIGHWAY
 JV3006'650 AT OATLANDS, LOUDOUN COUNTY, 0.8 MILE EAST ALONG SECONDARY
 JV3006'STATE HIGHWAY 621 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY
 JV3006'651, AT THE T-JUNCTION OF SECONDARY STATE HIGHWAY 625, 22 FEET
 JV3006'SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A WHITE
 JV3006'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 229 1941 AND SET
 JV3006'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3007 ***********************************************************************
 JV3007  DESIGNATION -  D 229 RESET 1972
 JV3007  PID         -  JV3007
 JV3007  STATE/COUNTY-  VA/LOUDOUN
 JV3007  USGS QUAD   -  LEESBURG (1994)
 JV3007
 JV3007                         *CURRENT SURVEY CONTROL
 JV3007  ___________________________________________________________________
 JV3007* NAD 83(1986)-  39 00 59.     (N)    077 34 32.     (W)     SCALED    
 JV3007* NAVD 88     -        90.72   (meters)     297.6    (feet)  RESET     
 JV3007  ___________________________________________________________________
 JV3007  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JV3007
 JV3007  VERT ORDER  -  THIRD
 JV3007
 JV3007.The horizontal coordinates were scaled from a topographic map and have
 JV3007.an estimated accuracy of +/- 6 seconds.
 JV3007
 JV3007.The orthometric height was computed from unverified reset data.
 JV3007.No vertical observational check was made to the station.
 JV3007
 JV3007.The geoid height was determined by GEOID03.
 JV3007
 JV3007;                    North         East    Units  Estimated Accuracy
 JV3007;SPC VA N     - 2,150,220.    3,580,060.      MT  (+/- 180 meters Scaled)
 JV3007
 JV3007                          SUPERSEDED SURVEY CONTROL
 JV3007
 JV3007  NGVD 29 (??/??/??)   90.93   (m)          298.3    (f) RESET       3  
 JV3007
 JV3007.Superseded values are not recommended for survey control.
 JV3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3007.See file dsdata.txt to determine how the superseded data were derived.
 JV3007
 JV3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ770217(NAD 83)
 JV3007_MARKER: DB = BENCH MARK DISK
 JV3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3007_STAMPING: D 229 RESET 1972
 JV3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3007+STABILITY: SURFACE MOTION
 JV3007
 JV3007  HISTORY     - Date     Condition        Report By
 JV3007  HISTORY     - 1972     MONUMENTED       VADH
 JV3007
 JV3007                          STATION DESCRIPTION
 JV3007
 JV3007'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1972
 JV3007'4 MI E FROM OATLANDS.
 JV3007'4 MILES EAST ALONG SECONDARY STATE HIGHWAYS 650, 651 AND 621 FROM
 JV3007'THE JUNCTION OF U.S. HIGHWAY 15 AT OATLANDS, 0.8 MILE EAST ALONG
 JV3007'SECONDARY STATE HIGHWAY 621 FROM THE JUNCTION OF SECONDARY STATE
 JV3007'HIGHWAY 651, AT THE T JUNCTION OF SECONDARY STATE HIGHWAY 625,
 JV3007'77 FEET SOUTH OF STATION 287 OF RELOCATED SECONDARY STATE HIGHWAY
 JV3007'621, 100 FEET WEST OF SECONDARY STATE HIGHWAY 625 AND SET IN THE
 JV3007'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0009 ***********************************************************************
 GA0009  DESIGNATION -  D 23
 GA0009  PID         -  GA0009
 GA0009  STATE/COUNTY-  VA/WASHINGTON
 GA0009  USGS QUAD   -  WALLACE (1968)
 GA0009
 GA0009                         *CURRENT SURVEY CONTROL
 GA0009  ___________________________________________________________________
 GA0009* NAD 83(1986)-  36 40 35.     (N)    082 13 13.     (W)     SCALED    
 GA0009* NAVD 88     -       571.266  (meters)    1874.23   (feet)  ADJUSTED  
 GA0009  ___________________________________________________________________
 GA0009  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 GA0009  DYNAMIC HT  -         570.742 (meters)    1872.51  (feet)  COMP
 GA0009  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 GA0009
 GA0009  VERT ORDER  -  FIRST     CLASS II
 GA0009
 GA0009.The horizontal coordinates were scaled from a topographic map and have
 GA0009.an estimated accuracy of +/- 6 seconds.
 GA0009
 GA0009.The orthometric height was determined by differential leveling
 GA0009.and adjusted by the National Geodetic Survey in June 1991..
 GA0009
 GA0009.The geoid height was determined by GEOID03.
 GA0009
 GA0009.The dynamic height is computed by dividing the NAVD 88
 GA0009.geopotential number by the normal gravity value computed on the
 GA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0009.degrees latitude (g = 980.6199 gals.).
 GA0009
 GA0009.The modeled gravity was interpolated from observed gravity values.
 GA0009
 GA0009;                    North         East    Units  Estimated Accuracy
 GA0009;SPC VA S     - 1,044,620.    3,167,530.      MT  (+/- 180 meters Scaled)
 GA0009
 GA0009                          SUPERSEDED SURVEY CONTROL
 GA0009
 GA0009  NGVD 29 (??/??/92)  571.404  (m)         1874.68   (f) ADJ UNCH    1 2
 GA0009
 GA0009.Superseded values are not recommended for survey control.
 GA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0009.See file dsdata.txt to determine how the superseded data were derived.
 GA0009
 GA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA909596(NAD 83)
 GA0009_MARKER: DB = BENCH MARK DISK
 GA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0009_STAMPING: 1874.891 D 23 1931
 GA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0009+STABILITY: SURFACE MOTION
 GA0009
 GA0009  HISTORY     - Date     Condition        Report By
 GA0009  HISTORY     - 1931     MONUMENTED       CGS
 GA0009  HISTORY     - 1960     GOOD             NGS
 GA0009
 GA0009                          STATION DESCRIPTION
 GA0009
 GA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GA0009'AT BENHAM.
 GA0009'AT BENHAM, WASHINGTON COUNTY, 113 FEET NORTHEAST OF THE SOUTHERN
 GA0009'RAILWAY STATION, IN THE EAST CORNER OF THE FLOWER GARDEN, AND
 GA0009'11.8 FEET NORTHWEST OF THE NORTHWEST RAIL, BETWEEN MAIN BLACKTOP
 GA0009'ROAD AND RAILROAD ACROSS ROAD FROM W.H. SPROLES GROCERY AND
 GA0009'POST OFFICE, 54 FEET WEST OF CENTERLINE GRADE CROSSING.  A
 GA0009'STANDARD DISK, STAMPED 1874.891 D 23 1931 AND SET IN THE TOP
 GA0009'OF A CONCRETE POST, PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2305 ***********************************************************************
 HV2305  DESIGNATION -  D 231
 HV2305  PID         -  HV2305
 HV2305  STATE/COUNTY-  VA/FAIRFAX
 HV2305  USGS QUAD   -  FALLS CHURCH (1994)
 HV2305
 HV2305                         *CURRENT SURVEY CONTROL
 HV2305  ___________________________________________________________________
 HV2305* NAD 83(1986)-  38 53 33.     (N)    077 13 30.     (W)     SCALED    
 HV2305* NAVD 88     -       126.510  (meters)     415.06   (feet)  ADJUSTED  
 HV2305  ___________________________________________________________________
 HV2305  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2305  DYNAMIC HT  -         126.440 (meters)     414.83  (feet)  COMP
 HV2305  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 HV2305
 HV2305  VERT ORDER  -  SECOND    CLASS 0
 HV2305
 HV2305.The horizontal coordinates were scaled from a topographic map and have
 HV2305.an estimated accuracy of +/- 6 seconds.
 HV2305
 HV2305.The orthometric height was determined by differential leveling
 HV2305.and adjusted by the National Geodetic Survey in June 1991..
 HV2305
 HV2305.The geoid height was determined by GEOID03.
 HV2305
 HV2305.The dynamic height is computed by dividing the NAVD 88
 HV2305.geopotential number by the normal gravity value computed on the
 HV2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2305.degrees latitude (g = 980.6199 gals.).
 HV2305
 HV2305.The modeled gravity was interpolated from observed gravity values.
 HV2305
 HV2305;                    North         East    Units  Estimated Accuracy
 HV2305;SPC VA N     - 2,136,840.    3,610,610.      MT  (+/- 180 meters Scaled)
 HV2305
 HV2305                          SUPERSEDED SURVEY CONTROL
 HV2305
 HV2305  NGVD 29 (??/??/??)  126.734  (m)          415.79   (f) ADJUSTED    2 0
 HV2305
 HV2305.Superseded values are not recommended for survey control.
 HV2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2305.See file dsdata.txt to determine how the superseded data were derived.
 HV2305
 HV2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ070072(NAD 83)
 HV2305_MARKER: DB = BENCH MARK DISK
 HV2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2305_STAMPING: D 231 1941
 HV2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2305+STABILITY: SURFACE MOTION
 HV2305
 HV2305  HISTORY     - Date     Condition        Report By
 HV2305  HISTORY     - 1941     MONUMENTED       CGS
 HV2305  HISTORY     - 1960     GOOD             CGS
 HV2305  HISTORY     - 1968     MARK NOT FOUND   LOCSUR
 HV2305
 HV2305                          STATION DESCRIPTION
 HV2305
 HV2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2305'AT DUNN LORING.
 HV2305'AT DUNN LORING, ABOUT 0.35 MILE SOUTH ALONG DUNN LORING ROAD
 HV2305'FROM THE POST OFFICE, 17 FEET WEST OF THE CENTER LINE OF DUNN
 HV2305'LORING ROAD, 21.8 FEET NORTH OF THE NORTH RAIL OF WASHINGTON AND
 HV2305'OLD DOMINION RAILROAD, 1 1/2 FEET EAST OF A STEEL WITNESS POST,
 HV2305'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 HV2305'PROJECTING 3 INCHES.
 HV2305
 HV2305                          STATION RECOVERY (1968)
 HV2305
 HV2305'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 HV2305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2662 ***********************************************************************
 HV2662  DESIGNATION -  D 232
 HV2662  PID         -  HV2662
 HV2662  STATE/COUNTY-  VA/FAIRFAX
 HV2662  USGS QUAD   -  MANASSAS (1994)
 HV2662
 HV2662                         *CURRENT SURVEY CONTROL
 HV2662  ___________________________________________________________________
 HV2662* NAD 83(1986)-  38 46 50.     (N)    077 23 13.     (W)     SCALED    
 HV2662* NAVD 88     -        58.492  (meters)     191.90   (feet)  ADJUSTED  
 HV2662  ___________________________________________________________________
 HV2662  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV2662  DYNAMIC HT  -          58.459 (meters)     191.79  (feet)  COMP
 HV2662  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 HV2662
 HV2662  VERT ORDER  -  THIRD
 HV2662
 HV2662.The horizontal coordinates were scaled from a topographic map and have
 HV2662.an estimated accuracy of +/- 6 seconds.
 HV2662
 HV2662.The orthometric height was determined by differential leveling
 HV2662.and adjusted by the National Geodetic Survey in September 2004..
 HV2662.No vertical observational check was made to the station.
 HV2662
 HV2662.The geoid height was determined by GEOID03.
 HV2662
 HV2662.The dynamic height is computed by dividing the NAVD 88
 HV2662.geopotential number by the normal gravity value computed on the
 HV2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2662.degrees latitude (g = 980.6199 gals.).
 HV2662
 HV2662.The modeled gravity was interpolated from observed gravity values.
 HV2662
 HV2662;                    North         East    Units  Estimated Accuracy
 HV2662;SPC VA N     - 2,124,230.    3,596,710.      MT  (+/- 180 meters Scaled)
 HV2662
 HV2662                          SUPERSEDED SURVEY CONTROL
 HV2662
 HV2662  NAVD 88 (??/??/92)   58.508  (m)          191.96   (f) UNKNOWN     3 0
 HV2662  NGVD 29 (??/??/??)   58.755  (m)          192.77   (f) ADJUSTED    2 0
 HV2662
 HV2662.Superseded values are not recommended for survey control.
 HV2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2662.See file dsdata.txt to determine how the superseded data were derived.
 HV2662
 HV2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH926951(NAD 83)
 HV2662_MARKER: DB = BENCH MARK DISK
 HV2662_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV2662+WITH SETTING: PAVEMENT
 HV2662_SP_SET: SIGNAL BASE
 HV2662_STAMPING: D 232 1941
 HV2662_MARK LOGO: CGS   
 HV2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2662+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 HV2662
 HV2662  HISTORY     - Date     Condition        Report By
 HV2662  HISTORY     - 1941     MONUMENTED       CGS
 HV2662  HISTORY     - 1955     MARK NOT FOUND   USGS
 HV2662  HISTORY     - 19920120 GOOD             MSI
 HV2662  HISTORY     - 20040822 GOOD             GEOCAC
 HV2662
 HV2662                          STATION DESCRIPTION
 HV2662
 HV2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2662'AT CLIFTON.
 HV2662'AT CLIFTON, FAIRFAX COUNTY, ON THE SOUTHERN RAILWAY, 69.7 FEET
 HV2662'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT A PAVED-ROAD
 HV2662'CROSSING, 17.6 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD,
 HV2662'8.8 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, AT A
 HV2662'STOP SIGNAL, AND IN THE TOP OF THE CONCRETE BASE.  A STANDARD
 HV2662'DISK, STAMPED D 232 1941.
 HV2662
 HV2662                          STATION RECOVERY (1955)
 HV2662
 HV2662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HV2662'MARK NOT FOUND.
 HV2662
 HV2662                          STATION RECOVERY (1992)
 HV2662
 HV2662'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2662'IN CLIFTON, FAIRFAX COUNTY, ON THE SOUTHERN RAILWAY, 69.7 FEET (21.2
 HV2662'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT A PAVED ROAD
 HV2662'CROSSING, 17.6 FEET (5.4 M) NORTH OF THE CENTER LINE OF THE PAVED
 HV2662'ROAD, 8.8 FEET (2.7 M) EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK,
 HV2662'AND IN THE TOP OF THE CONCRETE SIGNAL BASE.
 HV2662
 HV2662                          STATION RECOVERY (2004)
 HV2662
 HV2662'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HV2662'IN CLIFTON, FAIRFAX COUNTY, VIRGINIA, ON THE SOUTHERN RAILWAY, 17.6
 HV2662'FEET EAST-NORTHEAST OF THE CENTERLINE OF MAIN STREET/VA RTE 645, 8.8
 HV2662'FEET SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE NORTHBOUND TRACK, ABOUT
 HV2662'FIVE FEET NORTHEAST OF THE BASE OF A SIGNAL LIGHT ON THE EAST SIDE OF
 HV2662'MAIN STREET, AND IN THE TOP OF A DISUSED CONCRETE BASE.  HANDHELD
 HV2662'COORDINATES ARE N38-46-51.12 W077-23-13.44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3443 ***********************************************************************
 HV3443  DESIGNATION -  D 233
 HV3443  PID         -  HV3443
 HV3443  STATE/COUNTY-  VA/ORANGE
 HV3443  USGS QUAD   -  MINE RUN (1981)
 HV3443
 HV3443                         *CURRENT SURVEY CONTROL
 HV3443  ___________________________________________________________________
 HV3443* NAD 83(1986)-  38 21 13.     (N)    077 46 17.     (W)     SCALED    
 HV3443* NAVD 88     -       112.469  (meters)     368.99   (feet)  ADJUSTED  
 HV3443  ___________________________________________________________________
 HV3443  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HV3443  DYNAMIC HT  -         112.400 (meters)     368.77  (feet)  COMP
 HV3443  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 HV3443
 HV3443  VERT ORDER  -  SECOND    CLASS 0
 HV3443
 HV3443.The horizontal coordinates were scaled from a topographic map and have
 HV3443.an estimated accuracy of +/- 6 seconds.
 HV3443
 HV3443.The orthometric height was determined by differential leveling
 HV3443.and adjusted by the National Geodetic Survey in June 1991..
 HV3443
 HV3443.The geoid height was determined by GEOID03.
 HV3443
 HV3443.The dynamic height is computed by dividing the NAVD 88
 HV3443.geopotential number by the normal gravity value computed on the
 HV3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3443.degrees latitude (g = 980.6199 gals.).
 HV3443
 HV3443.The modeled gravity was interpolated from observed gravity values.
 HV3443
 HV3443;                    North         East    Units  Estimated Accuracy
 HV3443;SPC VA N     - 2,076,500.    3,563,680.      MT  (+/- 180 meters Scaled)
 HV3443
 HV3443                          SUPERSEDED SURVEY CONTROL
 HV3443
 HV3443  NGVD 29 (??/??/??)  112.725  (m)          369.83   (f) ADJUSTED    2 0
 HV3443
 HV3443.Superseded values are not recommended for survey control.
 HV3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3443.See file dsdata.txt to determine how the superseded data were derived.
 HV3443
 HV3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH578486(NAD 83)
 HV3443_MARKER: DB = BENCH MARK DISK
 HV3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3443_STAMPING: D 233 1941
 HV3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3443+STABILITY: SURFACE MOTION
 HV3443
 HV3443  HISTORY     - Date     Condition        Report By
 HV3443  HISTORY     - 1941     MONUMENTED       CGS
 HV3443  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 HV3443  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV3443
 HV3443                          STATION DESCRIPTION
 HV3443
 HV3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3443'4.8 MI NE FROM LOCUSTGROVE.
 HV3443'1.7 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 HV3443'LOCUSTGROVE, ORANGE COUNTY, THENCE 3.1 MILES NORTH ALONG
 HV3443'SECONDARY STATE HIGHWAY 601, 0.3 MILE SOUTH OF THE JUNCTION OF
 HV3443'SECONDARY STATE HIGHWAY 603, AT A DIM ROAD LEADING EAST, 28.6
 HV3443'FEET SOUTH OF THE DIM ROAD, 20 FEET EAST OF THE CENTERLINE OF
 HV3443'THE HIGHWAY, AND AT A WHITE WOODEN WITNESS POST.  A STANDARD
 HV3443'DISK, STAMPED D 233 1941 AND SET IN THE TOP OF A CONCRETE POST
 HV3443'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK IS
 HV3443'0.8 MILE SOUTH OF FLATRUN.
 HV3443
 HV3443                          STATION RECOVERY (1998)
 HV3443
 HV3443'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3443'MARK NOT FOUND.
 HV3443
 HV3443                          STATION RECOVERY (2003)
 HV3443
 HV3443'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1123 ***********************************************************************
 FX1123  DESIGNATION -  D 234
 FX1123  PID         -  FX1123
 FX1123  STATE/COUNTY-  VA/SUSSEX
 FX1123  USGS QUAD   -  SUSSEX (1990)
 FX1123
 FX1123                         *CURRENT SURVEY CONTROL
 FX1123  ___________________________________________________________________
 FX1123* NAD 83(1986)-  36 57 17.     (N)    077 16 06.     (W)     SCALED    
 FX1123* NAVD 88     -        20.270  (meters)      66.50   (feet)  POSTED    
 FX1123  ___________________________________________________________________
 FX1123  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 FX1123  DYNAMIC HT  -          20.250 (meters)      66.44  (feet)  COMP
 FX1123  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 FX1123
 FX1123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1123
 FX1123.The horizontal coordinates were scaled from a topographic map and have
 FX1123.an estimated accuracy of +/- 6 seconds.
 FX1123
 FX1123.The orthometric height was determined by differential leveling
 FX1123.and adjusted by the National Geodetic Survey in 1992..
 FX1123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1123.rate of 0.0 thru 1.0 mm/km.
 FX1123
 FX1123.The geoid height was determined by GEOID03.
 FX1123
 FX1123.The dynamic height is computed by dividing the NAVD 88
 FX1123.geopotential number by the normal gravity value computed on the
 FX1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1123.degrees latitude (g = 980.6199 gals.).
 FX1123
 FX1123.The modeled gravity was interpolated from observed gravity values.
 FX1123
 FX1123;                    North         East    Units  Estimated Accuracy
 FX1123;SPC VA S     - 1,069,670.    3,609,690.      MT  (+/- 180 meters Scaled)
 FX1123
 FX1123                          SUPERSEDED SURVEY CONTROL
 FX1123
 FX1123  NGVD 29 (??/??/92)   20.621  (m)           67.65   (f) ADJ UNCH    2 0
 FX1123
 FX1123.Superseded values are not recommended for survey control.
 FX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1123.See file dsdata.txt to determine how the superseded data were derived.
 FX1123
 FX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF980922(NAD 83)
 FX1123_MARKER: DB = BENCH MARK DISK
 FX1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1123_STAMPING: D 234 1942
 FX1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1123+STABILITY: SURFACE MOTION
 FX1123
 FX1123  HISTORY     - Date     Condition        Report By
 FX1123  HISTORY     - 1942     MONUMENTED       CGS
 FX1123  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1123  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FX1123  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1123
 FX1123                          STATION DESCRIPTION
 FX1123
 FX1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1123'3 MI N FROM SUSSEX.
 FX1123'3.0 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX, SUSSEX
 FX1123'COUNTY, 0.1 MILE SOUTHEAST OF A 2-STORY UNPAINTED FARMHOUSE, 150
 FX1123'YARDS SOUTH OF A ROAD LEADING TO THE HOUSE, AT THE SOUTHEAST
 FX1123'CORNER OF A CULTIVATED FIELD, 72 FEET NORTH OF A 26-INCH CORRUGATED
 FX1123'IRON CULVERT, 32.4 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 FX1123'10.6 FEET SOUTHWEST OF A BLAZED OAK TREE.  A STANDARD DISK, STAMPED
 FX1123'D 234 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1123
 FX1123                          STATION RECOVERY (1997)
 FX1123
 FX1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1123'MARK NOT FOUND.
 FX1123
 FX1123                          STATION RECOVERY (2002)
 FX1123
 FX1123'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3149 ***********************************************************************
 HV3149  DESIGNATION -  D 235
 HV3149  PID         -  HV3149
 HV3149  STATE/COUNTY-  VA/CAROLINE
 HV3149  USGS QUAD   -  
 HV3149
 HV3149                         *CURRENT SURVEY CONTROL
 HV3149  ___________________________________________________________________
 HV3149* NAD 83(1986)-  38 08 16.     (N)    077 18 38.     (W)     SCALED    
 HV3149* NAVD 88     -        67.263  (meters)     220.68   (feet)  ADJUSTED  
 HV3149  ___________________________________________________________________
 HV3149  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV3149  DYNAMIC HT  -          67.221 (meters)     220.54  (feet)  COMP
 HV3149  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 HV3149
 HV3149  VERT ORDER  -  SECOND    CLASS 0
 HV3149
 HV3149.The horizontal coordinates were scaled from a topographic map and have
 HV3149.an estimated accuracy of +/- 6 seconds.
 HV3149
 HV3149.The orthometric height was determined by differential leveling
 HV3149.and adjusted by the National Geodetic Survey in June 1991..
 HV3149
 HV3149.The geoid height was determined by GEOID03.
 HV3149
 HV3149.The dynamic height is computed by dividing the NAVD 88
 HV3149.geopotential number by the normal gravity value computed on the
 HV3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3149.degrees latitude (g = 980.6199 gals.).
 HV3149
 HV3149.The modeled gravity was interpolated from observed gravity values.
 HV3149
 HV3149;                    North         East    Units  Estimated Accuracy
 HV3149;SPC VA N     - 2,052,970.    3,604,270.      MT  (+/- 180 meters Scaled)
 HV3149
 HV3149                          SUPERSEDED SURVEY CONTROL
 HV3149
 HV3149  NGVD 29 (??/??/??)   67.527  (m)          221.54   (f) ADJUSTED    2 0
 HV3149
 HV3149.Superseded values are not recommended for survey control.
 HV3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3149.See file dsdata.txt to determine how the superseded data were derived.
 HV3149
 HV3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH975236(NAD 83)
 HV3149_MARKER: DB = BENCH MARK DISK
 HV3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3149_STAMPING: D 235 1941
 HV3149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3149+STABILITY: SURFACE MOTION
 HV3149
 HV3149  HISTORY     - Date     Condition        Report By
 HV3149  HISTORY     - 1941     MONUMENTED       CGS
 HV3149  HISTORY     - 1949     GOOD             CGS
 HV3149  HISTORY     - 19990210 MARK NOT FOUND   USPSQD
 HV3149
 HV3149                          STATION DESCRIPTION
 HV3149
 HV3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3149'0.4 MI E FROM NEW LONDON.
 HV3149'0.4 MILE EAST ALONG RESERVATION ROAD 16 (17) FROM THE WEST JUNCTION
 HV3149'OF RESERVATION ROAD 17 AT NEW LONDON, CAROLINE COUNTY, AT THE EAST
 HV3149'JUNCTION OF THE TWO ROADS, 55 FEET NORTHEAST OF THE CENTER LINE
 HV3149'OF RESERVATION ROAD 16, 82.5 FEET NORTHWEST OF A POWER-TRANSMISSION
 HV3149'LINE POLE SOUTHEAST OF THE JUNCTION AND ON THE NORTHEAST BANK OF
 HV3149'RESERVATION ROAD 16, 59 FEET WEST OF THE ROW OF POWER-TRANSMISSION
 HV3149'LINE POLES, 17 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 10-INCH
 HV3149'PINE TREE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 HV3149'2 FEET HIGHER THAN THE JUNCTION.  A STANDARD DISK, STAMPED D 235
 HV3149'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 HV3149'ABOVE GROUND.
 HV3149
 HV3149                          STATION RECOVERY (1949)
 HV3149
 HV3149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3149'RECOVERED IN GOOD CONDITION.
 HV3149
 HV3149                          STATION RECOVERY (1999)
 HV3149
 HV3149'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1356 ***********************************************************************
 GV1356  DESIGNATION -  D 236
 GV1356  PID         -  GV1356
 GV1356  STATE/COUNTY-  VA/ESSEX
 GV1356  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1356
 GV1356                         *CURRENT SURVEY CONTROL
 GV1356  ___________________________________________________________________
 GV1356* NAD 83(1986)-  37 58 30.     (N)    077 04 12.     (W)     SCALED    
 GV1356* NAVD 88     -        57.447  (meters)     188.47   (feet)  ADJUSTED  
 GV1356  ___________________________________________________________________
 GV1356  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GV1356  DYNAMIC HT  -          57.410 (meters)     188.35  (feet)  COMP
 GV1356  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 GV1356
 GV1356  VERT ORDER  -  SECOND    CLASS 0
 GV1356
 GV1356.The horizontal coordinates were scaled from a topographic map and have
 GV1356.an estimated accuracy of +/- 6 seconds.
 GV1356
 GV1356.The orthometric height was determined by differential leveling
 GV1356.and adjusted by the National Geodetic Survey in June 1991..
 GV1356
 GV1356.The geoid height was determined by GEOID03.
 GV1356
 GV1356.The dynamic height is computed by dividing the NAVD 88
 GV1356.geopotential number by the normal gravity value computed on the
 GV1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1356.degrees latitude (g = 980.6199 gals.).
 GV1356
 GV1356.The modeled gravity was interpolated from observed gravity values.
 GV1356
 GV1356;                    North         East    Units  Estimated Accuracy
 GV1356;SPC VA S     - 1,183,140.    3,625,640.      MT  (+/- 180 meters Scaled)
 GV1356
 GV1356                          SUPERSEDED SURVEY CONTROL
 GV1356
 GV1356  NGVD 29 (??/??/??)   57.716  (m)          189.36   (f) ADJUSTED    2 0
 GV1356
 GV1356.Superseded values are not recommended for survey control.
 GV1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1356.See file dsdata.txt to determine how the superseded data were derived.
 GV1356
 GV1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH181050(NAD 83)
 GV1356_MARKER: DB = BENCH MARK DISK
 GV1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1356_STAMPING: D 236 1941
 GV1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1356+STABILITY: SURFACE MOTION
 GV1356
 GV1356  HISTORY     - Date     Condition        Report By
 GV1356  HISTORY     - 1941     MONUMENTED       CGS
 GV1356  HISTORY     - 1962     GOOD             CGS
 GV1356  HISTORY     - 19950409 MARK NOT FOUND   USPSQD
 GV1356  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 GV1356  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV1356
 GV1356                          STATION DESCRIPTION
 GV1356
 GV1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1356'3.8 MI SE FROM CENTRAL POINT.
 GV1356'IN ESSEX COUNTY, 3.8 MILES SOUTHEAST ALONG SECONDARY STATE
 GV1356'HIGHWAY 630 FROM THE JUNCTION OF RESERVATION ROAD 25 AT CENTRAL
 GV1356'POINT, CAROLINE COUNTY, 5.2 MILES WEST ALONG SECONDARY STATE
 GV1356'HIGHWAY 631 FROM THE POST OFFICE AT CHAMPLAIN, ESSEX COUNTY,
 GV1356'THENCE 1.5 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 635, AT
 GV1356'THE JUNCTION OF SECONDARY STATE HIGHWAYS 630 AND 635, IN THE
 GV1356'NORTHEAST QUARTER OF THE JUNCTION, 24 FEET EAST OF THE CENTER
 GV1356'LINE OF SECONDARY STATE HIGHWAY 635, 26 FEET WEST OF THE NORTHWEST
 GV1356'CORNER OF A SMALL WHITE FARMHOUSE, 5.4 FEET SOUTHEAST OF A
 GV1356'FENCE CORNER, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 GV1356'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 GV1356'D 236 1941 AND SET IN THE TOP OF A CONCRETE POST.
 GV1356
 GV1356                          STATION RECOVERY (1995)
 GV1356
 GV1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1356'MARK NOT FOUND.
 GV1356
 GV1356                          STATION RECOVERY (1999)
 GV1356
 GV1356'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1356'MARK NOT FOUND.
 GV1356
 GV1356                          STATION RECOVERY (2004)
 GV1356
 GV1356'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3158 ***********************************************************************
 HV3158  DESIGNATION -  D 237
 HV3158  PID         -  HV3158
 HV3158  STATE/COUNTY-  VA/CAROLINE
 HV3158  USGS QUAD   -  SUPPLY (1968)
 HV3158
 HV3158                         *CURRENT SURVEY CONTROL
 HV3158  ___________________________________________________________________
 HV3158* NAD 83(1986)-  38 03 34.     (N)    077 13 44.     (W)     SCALED    
 HV3158* NAVD 88     -        67.583  (meters)     221.73   (feet)  ADJUSTED  
 HV3158  ___________________________________________________________________
 HV3158  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HV3158  DYNAMIC HT  -          67.539 (meters)     221.58  (feet)  COMP
 HV3158  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HV3158
 HV3158  VERT ORDER  -  SECOND    CLASS 0
 HV3158
 HV3158.The horizontal coordinates were scaled from a topographic map and have
 HV3158.an estimated accuracy of +/- 6 seconds.
 HV3158
 HV3158.The orthometric height was determined by differential leveling
 HV3158.and adjusted by the National Geodetic Survey in June 1991..
 HV3158
 HV3158.The geoid height was determined by GEOID03.
 HV3158
 HV3158.The dynamic height is computed by dividing the NAVD 88
 HV3158.geopotential number by the normal gravity value computed on the
 HV3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3158.degrees latitude (g = 980.6199 gals.).
 HV3158
 HV3158.The modeled gravity was interpolated from observed gravity values.
 HV3158
 HV3158;                    North         East    Units  Estimated Accuracy
 HV3158;SPC VA N     - 2,044,370.    3,611,550.      MT  (+/- 180 meters Scaled)
 HV3158
 HV3158                          SUPERSEDED SURVEY CONTROL
 HV3158
 HV3158  NGVD 29 (??/??/??)   67.855  (m)          222.62   (f) ADJUSTED    2 0
 HV3158
 HV3158.Superseded values are not recommended for survey control.
 HV3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3158.See file dsdata.txt to determine how the superseded data were derived.
 HV3158
 HV3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH044147(NAD 83)
 HV3158_MARKER: DB = BENCH MARK DISK
 HV3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3158_STAMPING: D 237 1941
 HV3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3158+STABILITY: SURFACE MOTION
 HV3158
 HV3158  HISTORY     - Date     Condition        Report By
 HV3158  HISTORY     - 1941     MONUMENTED       CGS
 HV3158  HISTORY     - 1949     GOOD             CGS
 HV3158  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3158
 HV3158                          STATION DESCRIPTION
 HV3158
 HV3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3158'0.9 MI SE FROM UPPER ZION.
 HV3158'0.9 MILE SOUTHEAST ALONG RESERVATION ROAD 8 FROM THE POST OFFICE
 HV3158'AT UPPER ZION, CAROLINE COUNTY, 0.2 MILE NORTHWEST OF THE JUNCTION
 HV3158'OF RESERVATION ROAD 20 AT HICKORY FORK, 0.1 MILE NORTHWEST OF THE
 HV3158'NORTHWEST-TO-SOUTH CURVE, ON THE NORTHWEST SLOPE OF A SMALL RISE,
 HV3158'143 FEET SOUTHEAST OF A POLE, 21 FEET SOUTHWEST OF THE CENTER LINE
 HV3158'OF THE HIGHWAY, 9 FEET SOUTHWEST OF THE WEST END OF A CLUMP OF
 HV3158'SMALL TREES, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 HV3158'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HV3158'D 237 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HV3158'INCHES ABOVE GROUND.
 HV3158
 HV3158                          STATION RECOVERY (1949)
 HV3158
 HV3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3158'RECOVERED IN GOOD CONDITION.
 HV3158
 HV3158                          STATION RECOVERY (1999)
 HV3158
 HV3158'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1439 ***********************************************************************
 FX1439  DESIGNATION -  D 238
 FX1439  PID         -  FX1439
 FX1439  STATE/COUNTY-  VA/DINWIDDIE
 FX1439  USGS QUAD   -  CHERRY HILL (1981)
 FX1439
 FX1439                         *CURRENT SURVEY CONTROL
 FX1439  ___________________________________________________________________
 FX1439* NAD 83(1986)-  36 56 45.     (N)    077 33 27.     (W)     SCALED    
 FX1439* NAVD 88     -        67.192  (meters)     220.45   (feet)  POSTED    
 FX1439  ___________________________________________________________________
 FX1439  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 FX1439  DYNAMIC HT  -          67.140 (meters)     220.28  (feet)  COMP
 FX1439  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 FX1439
 FX1439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1439
 FX1439.The horizontal coordinates were scaled from a topographic map and have
 FX1439.an estimated accuracy of +/- 6 seconds.
 FX1439
 FX1439.The orthometric height was determined by differential leveling
 FX1439.and adjusted by the National Geodetic Survey in 1992..
 FX1439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1439.rate of 0.0 thru 1.0 mm/km.
 FX1439
 FX1439.The geoid height was determined by GEOID03.
 FX1439
 FX1439.The dynamic height is computed by dividing the NAVD 88
 FX1439.geopotential number by the normal gravity value computed on the
 FX1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1439.degrees latitude (g = 980.6199 gals.).
 FX1439
 FX1439.The modeled gravity was interpolated from observed gravity values.
 FX1439
 FX1439;                    North         East    Units  Estimated Accuracy
 FX1439;SPC VA S     - 1,068,390.    3,583,950.      MT  (+/- 180 meters Scaled)
 FX1439
 FX1439                          SUPERSEDED SURVEY CONTROL
 FX1439
 FX1439  NGVD 29 (??/??/92)   67.530  (m)          221.55   (f) ADJ UNCH    2 0
 FX1439
 FX1439.Superseded values are not recommended for survey control.
 FX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1439.See file dsdata.txt to determine how the superseded data were derived.
 FX1439
 FX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF722919(NAD 83)
 FX1439_MARKER: DB = BENCH MARK DISK
 FX1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1439_STAMPING: D 238 1942
 FX1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1439+STABILITY: SURFACE MOTION
 FX1439
 FX1439  HISTORY     - Date     Condition        Report By
 FX1439  HISTORY     - 1942     MONUMENTED       CGS
 FX1439  HISTORY     - 1961     GOOD             NGS
 FX1439  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 FX1439
 FX1439                          STATION DESCRIPTION
 FX1439
 FX1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1439'8.9 MI W FROM STONY CREEK.
 FX1439'IN DINWIDDIE COUNTY, 8.9 MILES WEST ALONG STATE HIGHWAY 40 FROM
 FX1439'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT STONY CREEK,
 FX1439'SUSSEX COUNTY, 0.1 MILE WEST OF THE BAINE SERVICE STATION, IN THE
 FX1439'NORTHEAST ANGLE OF THE CROSSING OF STATE SECONDARY ROAD 659,
 FX1439'ABOUT 40 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 32 FEET
 FX1439'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FX1439'D238 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1439
 FX1439                          STATION RECOVERY (2001)
 FX1439
 FX1439'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0690 ***********************************************************************
 FZ0690  DESIGNATION -  D 24
 FZ0690  PID         -  FZ0690
 FZ0690  STATE/COUNTY-  VA/SMYTH
 FZ0690  USGS QUAD   -  NEBO (1976)
 FZ0690
 FZ0690                         *CURRENT SURVEY CONTROL
 FZ0690  ___________________________________________________________________
 FZ0690* NAD 83(1986)-  36 53 04.     (N)    081 22 33.     (W)     SCALED    
 FZ0690* NAVD 88     -       734.157  (meters)    2408.65   (feet)  POSTED    
 FZ0690  ___________________________________________________________________
 FZ0690  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FZ0690  DYNAMIC HT  -         733.470 (meters)    2406.39  (feet)  COMP
 FZ0690  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FZ0690
 FZ0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0690
 FZ0690.The horizontal coordinates were scaled from a topographic map and have
 FZ0690.an estimated accuracy of +/- 6 seconds.
 FZ0690
 FZ0690.The orthometric height was determined by differential leveling
 FZ0690.and adjusted by the National Geodetic Survey in 1992..
 FZ0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0690.rate of 0.0 thru 1.0 mm/km.
 FZ0690
 FZ0690.The geoid height was determined by GEOID03.
 FZ0690
 FZ0690.The dynamic height is computed by dividing the NAVD 88
 FZ0690.geopotential number by the normal gravity value computed on the
 FZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0690.degrees latitude (g = 980.6199 gals.).
 FZ0690
 FZ0690.The modeled gravity was interpolated from observed gravity values.
 FZ0690
 FZ0690;                    North         East    Units  Estimated Accuracy
 FZ0690;SPC VA S     - 1,065,060.    3,243,680.      MT  (+/- 180 meters Scaled)
 FZ0690
 FZ0690                          SUPERSEDED SURVEY CONTROL
 FZ0690
 FZ0690  NGVD 29 (??/??/92)  734.216  (m)         2408.84   (f) ADJ UNCH    1 2
 FZ0690
 FZ0690.Superseded values are not recommended for survey control.
 FZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0690.See file dsdata.txt to determine how the superseded data were derived.
 FZ0690
 FZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA665821(NAD 83)
 FZ0690_MARKER: DB = BENCH MARK DISK
 FZ0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0690_SP_SET: FOOTING
 FZ0690_STAMPING: 2409.011 D 24 1931
 FZ0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0690
 FZ0690  HISTORY     - Date     Condition        Report By
 FZ0690  HISTORY     - 1931     MONUMENTED       CGS
 FZ0690  HISTORY     - 1936     GOOD             NGS
 FZ0690  HISTORY     - 1943     SEE DESCRIPTION  VAGS
 FZ0690  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ0690
 FZ0690                          STATION DESCRIPTION
 FZ0690
 FZ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ0690'2 MI W FROM GROSECLOSE.
 FZ0690'2.0 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ0690'GROSECLOSE, SMYTH COUNTY, AT THE LEE HIGHWAY OVERHEAD CROSSING,
 FZ0690'IN THE SOUTH FACE OF THE NORTHWEST CONCRETE FOOTING, 10.1 FEET
 FZ0690'NORTH OF THE NORTH RAIL, AND 2 FEET ABOVE THE GROUND.  A STANDARD
 FZ0690'DISK, STAMPED 2409.011 D 24 1931 AND SET VERTICALLY.  NOTE--
 FZ0690'VIRGINIA GEODETIC SURVEY REPORTED IN 1943 THAT THIS MARK HAD
 FZ0690'BEEN MOVED BY THE VIRGINIA STATE HIGHWAY DEPARTMENT ABOUT 1936.
 FZ0690
 FZ0690                          STATION RECOVERY (1943)
 FZ0690
 FZ0690'RECOVERY NOTE BY VIRGINIA GEODETIC SURVEY 1943
 FZ0690'RECOVERED AS DESCRIBED.
 FZ0690
 FZ0690                          STATION RECOVERY (1984)
 FZ0690
 FZ0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0690'SEARCHED FOR NOT RECOVERED, A NEW BRIDGE HAS BEEN BUILT AT THIS
 FZ0690'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2414 ***********************************************************************
 GV2414  DESIGNATION -  D 240
 GV2414  PID         -  GV2414
 GV2414  STATE/COUNTY-  VA/DINWIDDIE
 GV2414  USGS QUAD   -  DINWIDDIE (1979)
 GV2414
 GV2414                         *CURRENT SURVEY CONTROL
 GV2414  ___________________________________________________________________
 GV2414* NAD 83(1986)-  37 00 55.     (N)    077 34 38.     (W)     SCALED    
 GV2414* NAVD 88     -        73.300  (meters)     240.49   (feet)  POSTED    
 GV2414  ___________________________________________________________________
 GV2414  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 GV2414  DYNAMIC HT  -          73.240 (meters)     240.29  (feet)  COMP
 GV2414  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GV2414
 GV2414  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV2414
 GV2414.The horizontal coordinates were scaled from a topographic map and have
 GV2414.an estimated accuracy of +/- 6 seconds.
 GV2414
 GV2414.The orthometric height was determined by differential leveling
 GV2414.and adjusted by the National Geodetic Survey in 1992..
 GV2414.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV2414.rate of 0.0 thru 1.0 mm/km.
 GV2414
 GV2414.The geoid height was determined by GEOID03.
 GV2414
 GV2414.The dynamic height is computed by dividing the NAVD 88
 GV2414.geopotential number by the normal gravity value computed on the
 GV2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2414.degrees latitude (g = 980.6199 gals.).
 GV2414
 GV2414.The modeled gravity was interpolated from observed gravity values.
 GV2414
 GV2414;                    North         East    Units  Estimated Accuracy
 GV2414;SPC VA S     - 1,076,080.    3,582,120.      MT  (+/- 180 meters Scaled)
 GV2414
 GV2414                          SUPERSEDED SURVEY CONTROL
 GV2414
 GV2414  NGVD 29 (??/??/??)   73.632  (m)          241.57   (f) ADJUSTED    2 0
 GV2414
 GV2414.Superseded values are not recommended for survey control.
 GV2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2414.See file dsdata.txt to determine how the superseded data were derived.
 GV2414
 GV2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF707996(NAD 83)
 GV2414_MARKER: DB = BENCH MARK DISK
 GV2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2414_STAMPING: D 240 1942
 GV2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2414+STABILITY: SURFACE MOTION
 GV2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2414+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 GV2414
 GV2414  HISTORY     - Date     Condition        Report By
 GV2414  HISTORY     - 1942     MONUMENTED       CGS
 GV2414  HISTORY     - 1961     GOOD             CGS
 GV2414  HISTORY     - 1963     GOOD             USGS
 GV2414  HISTORY     - 19950426 GOOD             USPSQD
 GV2414  HISTORY     - 20010331 GOOD             NGS
 GV2414  HISTORY     - 20060114 GOOD             USPSQD
 GV2414
 GV2414                          STATION DESCRIPTION
 GV2414
 GV2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2414'4.7 MI S FROM DINWIDDIE.
 GV2414'4.7 MILES SOUTH ALONG STATE SECONDARY ROADS 626 AND 660 FROM
 GV2414'DINWIDDIE, DINWIDDIE COUNTY, 0.4 MILE SOUTH OF THE HAWKINS
 GV2414'METHODIST CHURCH, IN THE NORTHEAST CORNER OF THE YARD OF A
 GV2414'LARGE YELLOW FARMHOUSE, 140 FEET NORTHEAST OF THE NORTHEAST CORNER
 GV2414'OF THE HOUSE, 120 FEET NORTH OF THE CENTERLINE OF THE ROAD
 GV2414'LEADING TO THE HOUSE, 37 FEET WEST OF THE CENTERLINE OF ROAD 660,
 GV2414'JUST SOUTH OF THE THIRD FENCE POST FROM THE EAST END OF A GARDEN
 GV2414'FENCE, 5 FEET SOUTH OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN
 GV2414'THE PAVEMENT.  A STANDARD DISK, STAMPED D 240 1942 AND SET
 GV2414'IN THE TOP OF A CONCRETE POST.
 GV2414
 GV2414                          STATION RECOVERY (1963)
 GV2414
 GV2414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV2414'RECOVERED IN GOOD CONDITION.
 GV2414
 GV2414                          STATION RECOVERY (1995)
 GV2414
 GV2414'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2414'RECOVERED IN GOOD CONDITION.
 GV2414
 GV2414                          STATION RECOVERY (2001)
 GV2414
 GV2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2414
 GV2414                          STATION RECOVERY (2006)
 GV2414
 GV2414'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2222 ***********************************************************************
 GV2222  DESIGNATION -  D 241
 GV2222  PID         -  GV2222
 GV2222  STATE/COUNTY-  VA/NOTTOWAY
 GV2222  USGS QUAD   -  WELLVILLE (1981)
 GV2222
 GV2222                         *CURRENT SURVEY CONTROL
 GV2222  ___________________________________________________________________
 GV2222* NAD 83(1986)-  37 10 51.     (N)    077 54 57.     (W)     SCALED    
 GV2222* NAVD 88     -       117.998  (meters)     387.13   (feet)  ADJUSTED  
 GV2222  ___________________________________________________________________
 GV2222  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GV2222  DYNAMIC HT  -         117.914 (meters)     386.86  (feet)  COMP
 GV2222  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 GV2222
 GV2222  VERT ORDER  -  SECOND    CLASS 0
 GV2222
 GV2222.The horizontal coordinates were scaled from a topographic map and have
 GV2222.an estimated accuracy of +/- 6 seconds.
 GV2222
 GV2222.The orthometric height was determined by differential leveling
 GV2222.and adjusted by the National Geodetic Survey in June 1991..
 GV2222
 GV2222.The geoid height was determined by GEOID03.
 GV2222
 GV2222.The dynamic height is computed by dividing the NAVD 88
 GV2222.geopotential number by the normal gravity value computed on the
 GV2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2222.degrees latitude (g = 980.6199 gals.).
 GV2222
 GV2222.The modeled gravity was interpolated from observed gravity values.
 GV2222
 GV2222;                    North         East    Units  Estimated Accuracy
 GV2222;SPC VA S     - 1,094,210.    3,551,870.      MT  (+/- 180 meters Scaled)
 GV2222
 GV2222                          SUPERSEDED SURVEY CONTROL
 GV2222
 GV2222  NGVD 29 (??/??/??)  118.276  (m)          388.04   (f) ADJUSTED    2 0
 GV2222
 GV2222.Superseded values are not recommended for survey control.
 GV2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2222.See file dsdata.txt to determine how the superseded data were derived.
 GV2222
 GV2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG411189(NAD 83)
 GV2222_MARKER: DB = BENCH MARK DISK
 GV2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2222_STAMPING: D 241 1942
 GV2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2222+STABILITY: SURFACE MOTION
 GV2222
 GV2222  HISTORY     - Date     Condition        Report By
 GV2222  HISTORY     - 1942     MONUMENTED       CGS
 GV2222  HISTORY     - 1961     GOOD             CGS
 GV2222  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV2222  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GV2222  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2222
 GV2222                          STATION DESCRIPTION
 GV2222
 GV2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2222'4 MI SW FROM EARLS.
 GV2222'IN NOTTOWAY COUNTY, 4.0 MILES SOUTH-SOUTHWEST ALONG STATE
 GV2222'HIGHWAY 153 FROM THE POST OFFICE AT EARLS, AMELIA COUNTY, 0.6
 GV2222'MILE SOUTH OF THE JUNCTION OF SECONDARY STATE HIGHWAY 610
 GV2222'AT SPAINVILLE, NOTTOWAY COUNTY, 0.3 MILE NORTH OF THE JUNCTION
 GV2222'OF A ROAD LEADING NORTHEAST TO A SILO, 0.1 MILE SOUTHEAST OF A
 GV2222'LARGE TWO-STORY FARMHOUSE ON THE SOUTHWEST SIDE OF THE HIGHWAY
 GV2222'(THERE IS A LARGE STOCK BARN AT THE REAR OF THE FARMHOUSE),
 GV2222'21 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH
 GV2222'OF THE EAST CORNER OF A PASTURE FENCE,1.3 FEET NORTHEAST OF A
 GV2222'WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET ABOVE
 GV2222'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 241 1942
 GV2222'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 GV2222'ABOVE GROUND.
 GV2222
 GV2222                          STATION RECOVERY (1996)
 GV2222
 GV2222'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2222'MARK NOT FOUND.
 GV2222
 GV2222                          STATION RECOVERY (2000)
 GV2222
 GV2222'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2222'MARK NOT FOUND.
 GV2222
 GV2222                          STATION RECOVERY (2001)
 GV2222
 GV2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3487 ***********************************************************************
 GV3487  DESIGNATION -  D 241 RESET 1978
 GV3487  PID         -  GV3487
 GV3487  STATE/COUNTY-  VA/NOTTOWAY
 GV3487  USGS QUAD   -  WELLVILLE (1981)
 GV3487
 GV3487                         *CURRENT SURVEY CONTROL
 GV3487  ___________________________________________________________________
 GV3487* NAD 83(1986)-  37 10 51.     (N)    077 54 57.     (W)     SCALED    
 GV3487* NAVD 88     -       117.32   (meters)     384.9    (feet)  RESET     
 GV3487  ___________________________________________________________________
 GV3487  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GV3487
 GV3487  VERT ORDER  -  THIRD
 GV3487
 GV3487.The horizontal coordinates were scaled from a topographic map and have
 GV3487.an estimated accuracy of +/- 6 seconds.
 GV3487
 GV3487.The orthometric height was computed from unverified reset data.
 GV3487.No vertical observational check was made to the station.
 GV3487
 GV3487.The geoid height was determined by GEOID03.
 GV3487
 GV3487;                    North         East    Units  Estimated Accuracy
 GV3487;SPC VA S     - 1,094,210.    3,551,870.      MT  (+/- 180 meters Scaled)
 GV3487
 GV3487                          SUPERSEDED SURVEY CONTROL
 GV3487
 GV3487  NGVD 29 (??/??/??)  117.59   (m)          385.8    (f) RESET       3  
 GV3487
 GV3487.Superseded values are not recommended for survey control.
 GV3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3487.See file dsdata.txt to determine how the superseded data were derived.
 GV3487
 GV3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG411189(NAD 83)
 GV3487_MARKER: DB = BENCH MARK DISK
 GV3487_SETTING: 0 = UNSPECIFIED SETTING
 GV3487_STAMPING: D 241 RESET 1978
 GV3487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3487
 GV3487  HISTORY     - Date     Condition        Report By
 GV3487  HISTORY     - 1978     MONUMENTED       VADH
 GV3487  HISTORY     - 19960105 GOOD             USPSQD
 GV3487  HISTORY     - 20001207 GOOD             USPSQD
 GV3487  HISTORY     - 20010331 GOOD             NGS
 GV3487  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 GV3487
 GV3487                          STATION DESCRIPTION
 GV3487
 GV3487'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1978
 GV3487'4 MI SW FROM EARLS.
 GV3487'IN NOTTOWAY COUNTY, 4.0 MILES SOUTH-SOUTHWEST ALONG STATE HIGHWAY AT
 GV3487'EARLS, AMELIA COUNTY, 0.6 MILE SOUTH OF THE JUNCTION OF SECONDARY
 GV3487'STATE HIGHWAY 610 AT SPAINVILLE, NOTTOWAY COUNTY, 0.3 MILE NORTH OF
 GV3487'THE JUNCTION OF A ROAD LEADING NORTHEAST TO A SILO, 0.1 MILE SOUTH-
 GV3487'EAST OF A LARGE TWO-STORY FARMHOUSE ON THE SOUTHWEST SIDE OF THE
 GV3487'HIGHWAY (THERE IS A LARGE STOCK BARN AT THE REAR OF THE FARMHOUSE)
 GV3487'54.6 FEET SOUTHEAST OF THE CENTERLINE ROUTE 153, IN THE EDGE OF A
 GV3487'FIELD, 21 FEET SOUTHEAST OF A 48 INCH TREE.
 GV3487
 GV3487                          STATION RECOVERY (1996)
 GV3487
 GV3487'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3487'RECOVERED IN GOOD CONDITION.
 GV3487
 GV3487                          STATION RECOVERY (2000)
 GV3487
 GV3487'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV3487'RECOVERED IN GOOD CONDITION.
 GV3487
 GV3487                          STATION RECOVERY (2001)
 GV3487
 GV3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV3487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV3487
 GV3487                          STATION RECOVERY (2006)
 GV3487
 GV3487'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3487'MOUMENT REMAINS FOUND DISC MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2217 ***********************************************************************
 GV2217  DESIGNATION -  D 242
 GV2217  PID         -  GV2217
 GV2217  STATE/COUNTY-  VA/AMELIA
 GV2217  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2217
 GV2217                         *CURRENT SURVEY CONTROL
 GV2217  ___________________________________________________________________
 GV2217* NAD 83(1993)-  37 19 51.70147(N)    077 59 09.59052(W)     ADJUSTED  
 GV2217* NAVD 88     -       123.362  (meters)     404.73   (feet)  ADJUSTED  
 GV2217  ___________________________________________________________________
 GV2217  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 GV2217  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GV2217  DYNAMIC HT  -         123.276 (meters)     404.45  (feet)  COMP
 GV2217  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 GV2217
 GV2217  HORZ ORDER  -  THIRD
 GV2217  VERT ORDER  -  SECOND    CLASS 0
 GV2217
 GV2217.The horizontal coordinates were established by classical geodetic methods
 GV2217.and adjusted by the National Geodetic Survey in September 1995..
 GV2217.No horizontal observational check was made to the station.
 GV2217
 GV2217.The orthometric height was determined by differential leveling
 GV2217.and adjusted by the National Geodetic Survey in June 1991..
 GV2217
 GV2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2217
 GV2217.The geoid height was determined by GEOID03.
 GV2217
 GV2217.The dynamic height is computed by dividing the NAVD 88
 GV2217.geopotential number by the normal gravity value computed on the
 GV2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2217.degrees latitude (g = 980.6199 gals.).
 GV2217
 GV2217.The modeled gravity was interpolated from observed gravity values.
 GV2217
 GV2217;                    North         East     Units Scale Factor Converg.
 GV2217;SPC VA S     - 1,110,842.839 3,545,550.428   MT  0.99994560   +0 18 43.1
 GV2217;SPC VA S     - 3,644,490.21 11,632,360.03   sFT  0.99994560   +0 18 43.1
 GV2217;UTM  18      - 4,135,778.116   235,441.923   MT  1.00046225   -1 48 42.5
 GV2217;UTM  17      - 4,135,856.993   767,039.939   MT  1.00047851   +1 49 43.8
 GV2217
 GV2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2217!SPC VA S     -   0.99998565  x   0.99994560  =   0.99993125
 GV2217!UTM  18      -   0.99998565  x   1.00046225  =   1.00044789
 GV2217!UTM  17      -   0.99998565  x   1.00047851  =   1.00046415
 GV2217
 GV2217                          SUPERSEDED SURVEY CONTROL
 GV2217
 GV2217  NAD 83(1993)-  37 19 51.70130(N)    077 59 09.59235(W) AD(       ) 3
 GV2217  NAD 83(1986)-  37 19 51.70785(N)    077 59 09.60615(W) AD(       ) 3
 GV2217  NAD 27      -  37 19 51.17161(N)    077 59 10.58921(W) AD(       ) 3
 GV2217  NGVD 29 (??/??/??)  123.633  (m)          405.62   (f) ADJUSTED    2 0
 GV2217
 GV2217.Superseded values are not recommended for survey control.
 GV2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2217.See file dsdata.txt to determine how the superseded data were derived.
 GV2217
 GV2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3544235778(NAD 83)
 GV2217_MARKER: DB = BENCH MARK DISK
 GV2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2217_STAMPING: D 242 1942
 GV2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2217+STABILITY: SURFACE MOTION
 GV2217
 GV2217  HISTORY     - Date     Condition        Report By
 GV2217  HISTORY     - 1942     MONUMENTED       CGS
 GV2217  HISTORY     - 1961     GOOD             CGS
 GV2217  HISTORY     - 1978     GOOD             NGS
 GV2217  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 GV2217  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV2217
 GV2217                          STATION DESCRIPTION
 GV2217
 GV2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2217'U.S.C. AND G. SURVEY BENCH MARK IS
 GV2217'49 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE
 GV2217'1013, 48 FEET NORTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE
 GV2217'38 AND 1.4 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 GV2217'COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED D-242 1942
 GV2217'SET IN A 6 X 6 INCH CONCRETE POST PROJECTING 4 INCHES.
 GV2217
 GV2217                          STATION RECOVERY (1961)
 GV2217
 GV2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2217'1.2 MI SW FROM AMELIA.
 GV2217'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE SOUTHERN
 GV2217'RAILWAY STATION AT AMELIA, AMELIA COUNTY, 0.5 MILE NORTHEAST
 GV2217'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 624 LEADING WEST,
 GV2217'AT THE OFFSET JUNCTION OF SECONDARY STATE HIGHWAY 624 LEADING
 GV2217'WEST, AT THE OFFSET JUNCTION OF SECONDARY STATE HIGHWAY 614
 GV2217'(SECONDARY STATE HIGHWAYS 1013 AND 1014 CONNECT THE TWO
 GV2217'HIGHWAYS), IN THE TRIAN LE FORMED BY THE HIGHWAYS, 85 FEET
 GV2217'EAST OF THE CENTER OF THE JUNCTION, 49 FEET SOUTHEAST OF THE
 GV2217'CENTERLINE OF SECONDARY STATE HIGHWAY 614, 48 FEET WEST OF THE
 GV2217'CENTERLINE OF STATE HIGHWAY 38, AND 135 FEET SOUTHEAST OF THE
 GV2217'SOUTH CORNER OF A LARGE TWO-STORY BRICK HOUSE WHICH IS NORTHWEST
 GV2217'OF STATE HIGHWAY 38 AND NORTHEAST OF SECONDARY STATE HIGHWAY 614.
 GV2217'A STANDARD DISK, STAMPED D 242 1942 AND SET IN THE TOP OF A
 GV2217'CONCRETE POST.
 GV2217
 GV2217                          STATION RECOVERY (1978)
 GV2217
 GV2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GV2217'RECOVERED IN GOOD CONDITION.
 GV2217
 GV2217                          STATION RECOVERY (2000)
 GV2217
 GV2217'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2217'MARK NOT FOUND.
 GV2217
 GV2217                          STATION RECOVERY (2004)
 GV2217
 GV2217'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2176 ***********************************************************************
 GV2176  DESIGNATION -  D 243
 GV2176  PID         -  GV2176
 GV2176  STATE/COUNTY-  VA/CHESTERFIELD
 GV2176  USGS QUAD   -  WINTERPOCK (1987)
 GV2176
 GV2176                         *CURRENT SURVEY CONTROL
 GV2176  ___________________________________________________________________
 GV2176* NAD 83(1986)-  37 21 40.     (N)    077 44 04.     (W)     SCALED    
 GV2176* NAVD 88     -        87.936  (meters)     288.50   (feet)  ADJUSTED  
 GV2176  ___________________________________________________________________
 GV2176  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GV2176  DYNAMIC HT  -          87.875 (meters)     288.30  (feet)  COMP
 GV2176  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 GV2176
 GV2176  VERT ORDER  -  SECOND    CLASS 0
 GV2176
 GV2176.The horizontal coordinates were scaled from a topographic map and have
 GV2176.an estimated accuracy of +/- 6 seconds.
 GV2176
 GV2176.The orthometric height was determined by differential leveling
 GV2176.and adjusted by the National Geodetic Survey in June 1991..
 GV2176
 GV2176.The geoid height was determined by GEOID03.
 GV2176
 GV2176.The dynamic height is computed by dividing the NAVD 88
 GV2176.geopotential number by the normal gravity value computed on the
 GV2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2176.degrees latitude (g = 980.6199 gals.).
 GV2176
 GV2176.The modeled gravity was interpolated from observed gravity values.
 GV2176
 GV2176;                    North         East    Units  Estimated Accuracy
 GV2176;SPC VA S     - 1,114,330.    3,567,820.      MT  (+/- 180 meters Scaled)
 GV2176
 GV2176                          SUPERSEDED SURVEY CONTROL
 GV2176
 GV2176  NGVD 29 (??/??/??)   88.231  (m)          289.47   (f) ADJUSTED    2 0
 GV2176
 GV2176.Superseded values are not recommended for survey control.
 GV2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2176.See file dsdata.txt to determine how the superseded data were derived.
 GV2176
 GV2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG578384(NAD 83)
 GV2176_MARKER: DB = BENCH MARK DISK
 GV2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2176_STAMPING: D 243 1942
 GV2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2176+STABILITY: SURFACE MOTION
 GV2176
 GV2176  HISTORY     - Date     Condition        Report By
 GV2176  HISTORY     - 1942     MONUMENTED       CGS
 GV2176  HISTORY     - 1961     GOOD             CGS
 GV2176  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2176  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2176  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2176  HISTORY     - 20000301 MARK NOT FOUND   USPSQD
 GV2176  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2176
 GV2176                          STATION DESCRIPTION
 GV2176
 GV2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2176'1.4 MI NW FROM WINTERPOCK.
 GV2176'1.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 603 FROM THE
 GV2176'POST OFFICE AT WINTERPOCK, CHESTERFIELD COUNTY, 0.3 MILE SOUTH
 GV2176'OF A HIGHWAY TURN FROM SOUTHEAST TO SOUTH, 0.15 MILE NORTH OF A
 GV2176'HIGHWAY TURN FROM SOUTH TO SOUTHEAST AND THE JUNCTION OF A ROAD
 GV2176'LEADING WEST TO WINTERPOCK SCHOOL, AT THE JUNCTION OF A PRIVATE
 GV2176'ROAD LEADING TO THE SOUTH SIDE OF A FARMHOUSE, 25 FEET EAST OF
 GV2176'THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF THE CENTERLINE OF
 GV2176'THE PRIVATE ROAD, 38 FEET WEST OF THE SOUTHWEST CORNER OF THE
 GV2176'FARMHOUSE, AT THE SOUTHWEST CORNER OF THE FARMYARD, 2.2 FEET
 GV2176'NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, AND 1.5 FEET
 GV2176'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 GV2176'D 243 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2176
 GV2176                          STATION RECOVERY (1988)
 GV2176
 GV2176'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAS)
 GV2176'MARK NOT FOUND.
 GV2176
 GV2176                          STATION RECOVERY (1991)
 GV2176
 GV2176'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV2176'MARK NOT FOUND.
 GV2176
 GV2176                          STATION RECOVERY (1994)
 GV2176
 GV2176'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2176'MARK NOT FOUND.
 GV2176
 GV2176                          STATION RECOVERY (2000)
 GV2176
 GV2176'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2176'MARK NOT FOUND.
 GV2176
 GV2176                          STATION RECOVERY (2004)
 GV2176
 GV2176'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2214 ***********************************************************************
 GV2214  DESIGNATION -  D 244
 GV2214  PID         -  GV2214
 GV2214  STATE/COUNTY-  VA/AMELIA
 GV2214  USGS QUAD   -  HEBRON (1987)
 GV2214
 GV2214                         *CURRENT SURVEY CONTROL
 GV2214  ___________________________________________________________________
 GV2214* NAD 83(1986)-  37 14 34.     (N)    077 46 44.     (W)     SCALED    
 GV2214* NAVD 88     -        63.092  (meters)     206.99   (feet)  ADJUSTED  
 GV2214  ___________________________________________________________________
 GV2214  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GV2214  DYNAMIC HT  -          63.047 (meters)     206.85  (feet)  COMP
 GV2214  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 GV2214
 GV2214  VERT ORDER  -  SECOND    CLASS 0
 GV2214
 GV2214.The horizontal coordinates were scaled from a topographic map and have
 GV2214.an estimated accuracy of +/- 6 seconds.
 GV2214
 GV2214.The orthometric height was determined by differential leveling
 GV2214.and adjusted by the National Geodetic Survey in June 1991..
 GV2214
 GV2214.The geoid height was determined by GEOID03.
 GV2214
 GV2214.The dynamic height is computed by dividing the NAVD 88
 GV2214.geopotential number by the normal gravity value computed on the
 GV2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2214.degrees latitude (g = 980.6199 gals.).
 GV2214
 GV2214.The modeled gravity was interpolated from observed gravity values.
 GV2214
 GV2214;                    North         East    Units  Estimated Accuracy
 GV2214;SPC VA S     - 1,101,170.    3,563,980.      MT  (+/- 180 meters Scaled)
 GV2214
 GV2214                          SUPERSEDED SURVEY CONTROL
 GV2214
 GV2214  NGVD 29 (??/??/??)   63.388  (m)          207.97   (f) ADJUSTED    2 0
 GV2214
 GV2214.Superseded values are not recommended for survey control.
 GV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2214.See file dsdata.txt to determine how the superseded data were derived.
 GV2214
 GV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG535254(NAD 83)
 GV2214_MARKER: DB = BENCH MARK DISK
 GV2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2214_STAMPING: D 244 1942
 GV2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2214+STABILITY: SURFACE MOTION
 GV2214
 GV2214  HISTORY     - Date     Condition        Report By
 GV2214  HISTORY     - 1942     MONUMENTED       CGS
 GV2214  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2214  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 GV2214  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2214  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2214
 GV2214                          STATION DESCRIPTION
 GV2214
 GV2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2214'2.7 MI SE FROM MANNBORO.
 GV2214'2.7 MILES EAST-SOUTHEAST ALONG SECONDARY STATE HIGHWAY 708 FROM
 GV2214'THE POST OFFICE AT MANNBORO, AMELIA COUNTY, 0.5 MILE NORTHWEST OF
 GV2214'THE CROSSING OF WINTICOMACK CREEK, AT THE MIDDLE OF A LONG HIGHWAY
 GV2214'CURVE, AT THE JUNCTION OF AN OLD LOGGING ROAD LEADING ACROSS AN
 GV2214'OLD WOODEN BRIDGE, 32 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 GV2214'THE HIGHWAY, 27.5 FEET NORTHWEST OF A 10-INCH OAK TREE WITH A
 GV2214'TRIANGULAR BLAZE ON THE NORTH SIDE, 9 FEET NORTHEAST OF A 6-INCH
 GV2214'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 2 FEET NORTHEAST
 GV2214'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 GV2214'STANDARD DISK, STAMPED D 244 1942 AND SET IN THE TOP OF A CONCRETE
 GV2214'POST PROJECTING 3 INCHES ABOVE GROUND.
 GV2214
 GV2214                          STATION RECOVERY (1994)
 GV2214
 GV2214'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2214'MARK NOT FOUND.
 GV2214
 GV2214                          STATION RECOVERY (2000)
 GV2214
 GV2214'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2214'MARK NOT FOUND.
 GV2214
 GV2214                          STATION RECOVERY (2004)
 GV2214
 GV2214'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2120 ***********************************************************************
 GV2120  DESIGNATION -  D 245
 GV2120  PID         -  GV2120
 GV2120  STATE/COUNTY-  VA/CHESTERFIELD
 GV2120  USGS QUAD   -  CHESTERFIELD (1994)
 GV2120
 GV2120                         *CURRENT SURVEY CONTROL
 GV2120  ___________________________________________________________________
 GV2120* NAD 83(1986)-  37 22 43.     (N)    077 36 21.     (W)     SCALED    
 GV2120* NAVD 88     -        77.453  (meters)     254.11   (feet)  ADJUSTED  
 GV2120  ___________________________________________________________________
 GV2120  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 GV2120  DYNAMIC HT  -          77.397 (meters)     253.93  (feet)  COMP
 GV2120  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 GV2120
 GV2120  VERT ORDER  -  SECOND    CLASS 0
 GV2120
 GV2120.The horizontal coordinates were scaled from a topographic map and have
 GV2120.an estimated accuracy of +/- 6 seconds.
 GV2120
 GV2120.The orthometric height was determined by differential leveling
 GV2120.and adjusted by the National Geodetic Survey in June 1991..
 GV2120
 GV2120.The geoid height was determined by GEOID03.
 GV2120
 GV2120.The dynamic height is computed by dividing the NAVD 88
 GV2120.geopotential number by the normal gravity value computed on the
 GV2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2120.degrees latitude (g = 980.6199 gals.).
 GV2120
 GV2120.The modeled gravity was interpolated from observed gravity values.
 GV2120
 GV2120;                    North         East    Units  Estimated Accuracy
 GV2120;SPC VA S     - 1,116,380.    3,579,190.      MT  (+/- 180 meters Scaled)
 GV2120
 GV2120                          SUPERSEDED SURVEY CONTROL
 GV2120
 GV2120  NGVD 29 (??/??/??)   77.755  (m)          255.10   (f) ADJUSTED    2 0
 GV2120
 GV2120.Superseded values are not recommended for survey control.
 GV2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2120.See file dsdata.txt to determine how the superseded data were derived.
 GV2120
 GV2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG692400(NAD 83)
 GV2120_MARKER: DB = BENCH MARK DISK
 GV2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2120_STAMPING: D 245 1942
 GV2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2120+STABILITY: SURFACE MOTION
 GV2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2120+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV2120
 GV2120  HISTORY     - Date     Condition        Report By
 GV2120  HISTORY     - 1942     MONUMENTED       CGS
 GV2120  HISTORY     - 1961     GOOD             CGS
 GV2120  HISTORY     - 1988     GOOD             USPSQD
 GV2120  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2120  HISTORY     - 1990     GOOD             USPSQD
 GV2120  HISTORY     - 19940220 GOOD             USPSQD
 GV2120  HISTORY     - 19980623 GOOD             VADHT
 GV2120  HISTORY     - 19991027 GOOD             USPSQD
 GV2120  HISTORY     - 20050212 GOOD             USPSQD
 GV2120
 GV2120                          STATION DESCRIPTION
 GV2120
 GV2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2120'2 MI NW FROM BEACH.
 GV2120'2.0 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 654 FROM
 GV2120'THE POST OFFICE AT BEACH, CHESTERFIELD COUNTY, 0.3 MILE
 GV2120'SOUTHEAST OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 653,
 GV2120'AT THE NORTH END OF A HIGHWAY CURVE FROM SOUTHEAST TO SOUTH AND
 GV2120'THE JUNCTION OF TWO ROADS (ONE ROAD LEADS WEST AND THE OTHER
 GV2120'LEADS SOUTH), 25 FEET NORTH OF THE CENTERLINE OF THE ROAD
 GV2120'LEADING WEST, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GV2120'AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV2120'DISK, STAMPED D 245 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2120
 GV2120                          STATION RECOVERY (1961)
 GV2120
 GV2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (1988)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCR)
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (1989)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBK)
 GV2120'MARK NOT FOUND.
 GV2120
 GV2120                          STATION RECOVERY (1990)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (1994)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (1998)
 GV2120
 GV2120'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1998 (JCA)
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (1999)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2120'RECOVERED IN GOOD CONDITION.
 GV2120
 GV2120                          STATION RECOVERY (2005)
 GV2120
 GV2120'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV2120' 
 GV2120'MARK IS LOCATED IN SW CORNER OF PROPERTY AT 9720 SPRING RUN ROAD
 GV2120'SR654. MARK IS 94FT SE OF THE SE CORNER OF A BRICK RANCHER. NO WITNESS
 GV2120'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2127 ***********************************************************************
 GV2127  DESIGNATION -  D 246
 GV2127  PID         -  GV2127
 GV2127  STATE/COUNTY-  VA/CHESTERFIELD
 GV2127  USGS QUAD   -  BEACH (1994)
 GV2127
 GV2127                         *CURRENT SURVEY CONTROL
 GV2127  ___________________________________________________________________
 GV2127* NAD 83(1986)-  37 17 34.     (N)    077 35 55.     (W)     SCALED    
 GV2127* NAVD 88     -        88.335  (meters)     289.81   (feet)  ADJUSTED  
 GV2127  ___________________________________________________________________
 GV2127  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV2127  DYNAMIC HT  -          88.271 (meters)     289.60  (feet)  COMP
 GV2127  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 GV2127
 GV2127  VERT ORDER  -  SECOND    CLASS 0
 GV2127
 GV2127.The horizontal coordinates were scaled from a topographic map and have
 GV2127.an estimated accuracy of +/- 6 seconds.
 GV2127
 GV2127.The orthometric height was determined by differential leveling
 GV2127.and adjusted by the National Geodetic Survey in June 1991..
 GV2127
 GV2127.The geoid height was determined by GEOID03.
 GV2127
 GV2127.The dynamic height is computed by dividing the NAVD 88
 GV2127.geopotential number by the normal gravity value computed on the
 GV2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2127.degrees latitude (g = 980.6199 gals.).
 GV2127
 GV2127.The modeled gravity was interpolated from observed gravity values.
 GV2127
 GV2127;                    North         East    Units  Estimated Accuracy
 GV2127;SPC VA S     - 1,106,860.    3,579,920.      MT  (+/- 180 meters Scaled)
 GV2127
 GV2127                          SUPERSEDED SURVEY CONTROL
 GV2127
 GV2127  NGVD 29 (??/??/??)   88.647  (m)          290.84   (f) ADJUSTED    2 0
 GV2127
 GV2127.Superseded values are not recommended for survey control.
 GV2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2127.See file dsdata.txt to determine how the superseded data were derived.
 GV2127
 GV2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG696305(NAD 83)
 GV2127_MARKER: DB = BENCH MARK DISK
 GV2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2127_STAMPING: D 246 1942
 GV2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2127+STABILITY: SURFACE MOTION
 GV2127
 GV2127  HISTORY     - Date     Condition        Report By
 GV2127  HISTORY     - 1942     MONUMENTED       CGS
 GV2127  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2127  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2127  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2127  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2127  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2127
 GV2127                          STATION DESCRIPTION
 GV2127
 GV2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2127'3.9 MI S FROM BEACH.
 GV2127'3.9 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 654 FROM THE POST
 GV2127'OFFICE AT BEACH, CHESTERFIELD COUNTY, THENCE 1.0 MILE SOUTHEAST
 GV2127'ALONG SECONDARY STATE HIGHWAY 602, 0.1 MILE SOUTHEAST OF A
 GV2127'SMALL WHITE FARMHOUSE, AT THE EAST CORNER OF A FIELD, 22 FEET
 GV2127'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.6 FEET NORTH OF
 GV2127'A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST
 GV2127'SIDE, 6.4 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTHEAST
 GV2127'OF THE NORTHEAST-AND-SOUTHWEST FENCE, AND 2 FEET NORTHEAST OF A
 GV2127'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 246 1942
 GV2127'AND SET IN THE TOP OF A CONCRETE POST.
 GV2127
 GV2127                          STATION RECOVERY (1961)
 GV2127
 GV2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2127'MARK NOT FOUND.
 GV2127
 GV2127                          STATION RECOVERY (1988)
 GV2127
 GV2127'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAB)
 GV2127'MARK NOT FOUND.
 GV2127
 GV2127                          STATION RECOVERY (1994)
 GV2127
 GV2127'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2127'MARK NOT FOUND.
 GV2127
 GV2127                          STATION RECOVERY (1999)
 GV2127
 GV2127'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2127'MARK NOT FOUND.
 GV2127
 GV2127                          STATION RECOVERY (2004)
 GV2127
 GV2127'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1639 ***********************************************************************
 GV1639  DESIGNATION -  D 247
 GV1639  PID         -  GV1639
 GV1639  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1639  USGS QUAD   -  HOPEWELL (1994)
 GV1639
 GV1639                         *CURRENT SURVEY CONTROL
 GV1639  ___________________________________________________________________
 GV1639* NAD 83(1986)-  37 15 32.     (N)    077 20 52.     (W)     SCALED    
 GV1639* NAVD 88     -        21.820  (meters)      71.59   (feet)  ADJUSTED  
 GV1639  ___________________________________________________________________
 GV1639  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV1639  DYNAMIC HT  -          21.805 (meters)      71.54  (feet)  COMP
 GV1639  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 GV1639
 GV1639  VERT ORDER  -  FIRST     CLASS II
 GV1639
 GV1639.The horizontal coordinates were scaled from a topographic map and have
 GV1639.an estimated accuracy of +/- 6 seconds.
 GV1639
 GV1639.The orthometric height was determined by differential leveling
 GV1639.and adjusted by the National Geodetic Survey in June 1991..
 GV1639
 GV1639.The geoid height was determined by GEOID03.
 GV1639
 GV1639.The dynamic height is computed by dividing the NAVD 88
 GV1639.geopotential number by the normal gravity value computed on the
 GV1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1639.degrees latitude (g = 980.6199 gals.).
 GV1639
 GV1639.The modeled gravity was interpolated from observed gravity values.
 GV1639
 GV1639;                    North         East    Units  Estimated Accuracy
 GV1639;SPC VA S     - 1,103,340.    3,602,210.      MT  (+/- 180 meters Scaled)
 GV1639
 GV1639                          SUPERSEDED SURVEY CONTROL
 GV1639
 GV1639  NGVD 29 (??/??/??)   22.175  (m)           72.75   (f) ADJUSTED    1 2
 GV1639
 GV1639.Superseded values are not recommended for survey control.
 GV1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1639.See file dsdata.txt to determine how the superseded data were derived.
 GV1639
 GV1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG917261(NAD 83)
 GV1639_MARKER: DB = BENCH MARK DISK
 GV1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1639_SP_SET: CULVERT
 GV1639_STAMPING: D 247 1942
 GV1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1639
 GV1639  HISTORY     - Date     Condition        Report By
 GV1639  HISTORY     - 1942     MONUMENTED       CGS
 GV1639  HISTORY     - 1963     GOOD             CGS
 GV1639  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1639  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1639  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1639
 GV1639                          STATION DESCRIPTION
 GV1639
 GV1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1639'3.7 MI NE FROM PETERSBURG.
 GV1639'IN PRINCE GEORGE COUNTY, ABOUT 3.7 MILES NORTHEAST ALONG THE CITY
 GV1639'POINT BRANCH OF THE NORFOLK AND WESTERN RAILWAY FROM THE PASSENGER
 GV1639'STATION AT PETERSBURG, ABOUT 0.2 MILE WEST OF MILEPOST P 4, AT
 GV1639'THE STATION AT CAMP LEE, ABOUT 115 FEET WEST OF THE CENTER LINE
 GV1639'OF A PAVED-ROAD CROSSING, 72.5 FEET NORTHWEST OF A RELAY CASE, IN
 GV1639'THE NORTH HEAD WALL OF A CONCRETE CULVERT, 15 FEET NORTH OF THE
 GV1639'NORTH RAIL OF THE NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 GV1639'TRACK.  A STANDARD DISK, STAMPED D 247 1942.
 GV1639
 GV1639                          STATION RECOVERY (1998)
 GV1639
 GV1639'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1639'MARK NOT FOUND.
 GV1639
 GV1639                          STATION RECOVERY (2003)
 GV1639
 GV1639'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1639'CULVERT FOUND AND DISK IS MISSING
 GV1639
 GV1639                          STATION RECOVERY (2004)
 GV1639
 GV1639'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2330 ***********************************************************************
 GV2330  DESIGNATION -  D 248
 GV2330  PID         -  GV2330
 GV2330  STATE/COUNTY-  VA/DINWIDDIE
 GV2330  USGS QUAD   -  DARVILLS (1980)
 GV2330
 GV2330                         *CURRENT SURVEY CONTROL
 GV2330  ___________________________________________________________________
 GV2330* NAD 83(1986)-  37 05 59.     (N)    077 51 39.     (W)     SCALED    
 GV2330* NAVD 88     -       108.214  (meters)     355.03   (feet)  POSTED    
 GV2330  ___________________________________________________________________
 GV2330  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GV2330  DYNAMIC HT  -         108.140 (meters)     354.79  (feet)  COMP
 GV2330  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 GV2330
 GV2330  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV2330
 GV2330.The horizontal coordinates were scaled from a topographic map and have
 GV2330.an estimated accuracy of +/- 6 seconds.
 GV2330
 GV2330.The orthometric height was determined by differential leveling
 GV2330.and adjusted by the National Geodetic Survey in 1992..
 GV2330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV2330.rate of 1.1 thru 2.0 mm/km.
 GV2330
 GV2330.The geoid height was determined by GEOID03.
 GV2330
 GV2330.The dynamic height is computed by dividing the NAVD 88
 GV2330.geopotential number by the normal gravity value computed on the
 GV2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2330.degrees latitude (g = 980.6199 gals.).
 GV2330
 GV2330.The modeled gravity was interpolated from observed gravity values.
 GV2330
 GV2330;                    North         East    Units  Estimated Accuracy
 GV2330;SPC VA S     - 1,085,240.    3,556,820.      MT  (+/- 180 meters Scaled)
 GV2330
 GV2330                          SUPERSEDED SURVEY CONTROL
 GV2330
 GV2330  NGVD 29 (??/??/??)  108.512  (m)          356.01   (f) ADJUSTED    2 0
 GV2330
 GV2330.Superseded values are not recommended for survey control.
 GV2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2330.See file dsdata.txt to determine how the superseded data were derived.
 GV2330
 GV2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG457097(NAD 83)
 GV2330_MARKER: DB = BENCH MARK DISK
 GV2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2330_STAMPING: D 248 1942
 GV2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2330+STABILITY: SURFACE MOTION
 GV2330
 GV2330  HISTORY     - Date     Condition        Report By
 GV2330  HISTORY     - 1942     MONUMENTED       CGS
 GV2330  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2330  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2330  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV2330
 GV2330                          STATION DESCRIPTION
 GV2330
 GV2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2330'3.8 MI S FROM WILSON.
 GV2330'3.8 MILES SOUTH ALONG STATE SECONDARY ROADS 639, 642 AND 643
 GV2330'FROM THE NORFOLK AND WESTERN RAILWAY STATION AT WILSON, DINWIDDIE
 GV2330'COUNTY, AT THE NORTHEAST CORNER OF A FIELD, 27 FEET WEST OF THE
 GV2330'CENTERLINE OF ROAD 643, 5 FEET SOUTHWEST OF A 14-INCH WHITE OAK
 GV2330'TREE, 5.5 FEET SOUTH OF A 12-INCH PINE TREE, AND 1 FOOT HIGHER
 GV2330'THAN THE ROAD.  A STANDARD DISK, STAMPED D 248 1942 AND SET IN
 GV2330'THE TOP OF A CONCRETE POST.
 GV2330
 GV2330                          STATION RECOVERY (1995)
 GV2330
 GV2330'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2330'MARK NOT FOUND.
 GV2330
 GV2330                          STATION RECOVERY (2000)
 GV2330
 GV2330'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0344 ***********************************************************************
 GW0344  DESIGNATION -  D 249
 GW0344  PID         -  GW0344
 GW0344  STATE/COUNTY-  VA/NOTTOWAY
 GW0344  USGS QUAD   -  CREWE WEST (1987)
 GW0344
 GW0344                         *CURRENT SURVEY CONTROL
 GW0344  ___________________________________________________________________
 GW0344* NAD 83(1986)-  37 08 36.     (N)    078 10 39.     (W)     SCALED    
 GW0344* NAVD 88     -       113.702  (meters)     373.04   (feet)  POSTED    
 GW0344  ___________________________________________________________________
 GW0344  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0344  DYNAMIC HT  -         113.620 (meters)     372.77  (feet)  COMP
 GW0344  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 GW0344
 GW0344  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW0344
 GW0344.The horizontal coordinates were scaled from a topographic map and have
 GW0344.an estimated accuracy of +/- 6 seconds.
 GW0344
 GW0344.The orthometric height was determined by differential leveling
 GW0344.and adjusted by the National Geodetic Survey in 1992..
 GW0344.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW0344.rate of 1.1 thru 2.0 mm/km.
 GW0344
 GW0344.The geoid height was determined by GEOID03.
 GW0344
 GW0344.The dynamic height is computed by dividing the NAVD 88
 GW0344.geopotential number by the normal gravity value computed on the
 GW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0344.degrees latitude (g = 980.6199 gals.).
 GW0344
 GW0344.The modeled gravity was interpolated from observed gravity values.
 GW0344
 GW0344;                    North         East    Units  Estimated Accuracy
 GW0344;SPC VA S     - 1,089,940.    3,528,650.      MT  (+/- 180 meters Scaled)
 GW0344
 GW0344                          SUPERSEDED SURVEY CONTROL
 GW0344
 GW0344  NGVD 29 (??/??/92)  113.940  (m)          373.82   (f) ADJ UNCH    2 0
 GW0344
 GW0344.Superseded values are not recommended for survey control.
 GW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0344.See file dsdata.txt to determine how the superseded data were derived.
 GW0344
 GW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB506145(NAD 83)
 GW0344_MARKER: DB = BENCH MARK DISK
 GW0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0344_SP_SET: BRIDGE
 GW0344_STAMPING: D 249 1942
 GW0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0344
 GW0344  HISTORY     - Date     Condition        Report By
 GW0344  HISTORY     - 1942     MONUMENTED       CGS
 GW0344  HISTORY     - 1961     GOOD             NGS
 GW0344  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0344  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0344  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0344
 GW0344                          STATION DESCRIPTION
 GW0344
 GW0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GW0344'4.1 MI S FROM BURKEVILLE.
 GW0344'THIS MARK IS ALONG HIGHWAY 49, 4.1 MILES SOUTH OF THE RAILROAD
 GW0344'STATION AT BURKEVILLE, NOTTOWAY COUNTY, AT THE LITTLE NOTTAWAY
 GW0344'RIVER BRIDGE, SET IN THE NORTHEAST ABUTMENT OF THE BRIDGE, 2
 GW0344'FEET LOWER THAN THE LEVEL OF THE HIGHWAY, A STANDARD DISK SET IN
 GW0344'A DRILL HOLE.
 GW0344
 GW0344                          STATION RECOVERY (1961)
 GW0344
 GW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GW0344'RECOVERED IN GOOD CONDITION.
 GW0344
 GW0344                          STATION RECOVERY (1996)
 GW0344
 GW0344'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0344'MARK NOT FOUND.
 GW0344
 GW0344                          STATION RECOVERY (2000)
 GW0344
 GW0344'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0344'MARK NOT FOUND.
 GW0344
 GW0344                          STATION RECOVERY (2001)
 GW0344
 GW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0344'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0524 ***********************************************************************
 GX0524  DESIGNATION -  D 25
 GX0524  PID         -  GX0524
 GX0524  STATE/COUNTY-  VA/MONTGOMERY
 GX0524  USGS QUAD   -  RADFORD NORTH (1984)
 GX0524
 GX0524                         *CURRENT SURVEY CONTROL
 GX0524  ___________________________________________________________________
 GX0524* NAD 83(1986)-  37 08 27.     (N)    080 33 16.     (W)     SCALED    
 GX0524* NAVD 88     -       546.395  (meters)    1792.63   (feet)  ADJUSTED  
 GX0524  ___________________________________________________________________
 GX0524  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0524  DYNAMIC HT  -         545.909 (meters)    1791.04  (feet)  COMP
 GX0524  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 GX0524
 GX0524  VERT ORDER  -  FIRST     CLASS II
 GX0524
 GX0524.The horizontal coordinates were scaled from a topographic map and have
 GX0524.an estimated accuracy of +/- 6 seconds.
 GX0524
 GX0524.The orthometric height was determined by differential leveling
 GX0524.and adjusted by the National Geodetic Survey in June 1991..
 GX0524
 GX0524.The geoid height was determined by GEOID03.
 GX0524
 GX0524.The dynamic height is computed by dividing the NAVD 88
 GX0524.geopotential number by the normal gravity value computed on the
 GX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0524.degrees latitude (g = 980.6199 gals.).
 GX0524
 GX0524.The modeled gravity was interpolated from observed gravity values.
 GX0524
 GX0524;                    North         East    Units  Estimated Accuracy
 GX0524;SPC VA S     - 1,091,600.    3,317,490.      MT  (+/- 180 meters Scaled)
 GX0524
 GX0524                          SUPERSEDED SURVEY CONTROL
 GX0524
 GX0524  NGVD 29 (??/??/92)  546.501  (m)         1792.98   (f) ADJ UNCH    1 2
 GX0524
 GX0524.Superseded values are not recommended for survey control.
 GX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0524.See file dsdata.txt to determine how the superseded data were derived.
 GX0524
 GX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB395105(NAD 83)
 GX0524_MARKER: DB = BENCH MARK DISK
 GX0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0524_SP_SET: BRICK WALL
 GX0524_STAMPING: 1793.120 D 25 1931
 GX0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0524
 GX0524  HISTORY     - Date     Condition        Report By
 GX0524  HISTORY     - 1931     MONUMENTED       CGS
 GX0524  HISTORY     - 1959     GOOD             NGS
 GX0524  HISTORY     - 1972     GOOD             NGS
 GX0524
 GX0524                          STATION DESCRIPTION
 GX0524
 GX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0524'AT RADFORD.
 GX0524'AT RADFORD, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 11 FROM THE
 GX0524'POST OFFICE, AT THE INTERSECTION OF NORWOOD STREET (U.S. HIGHWAY
 GX0524'11) AND VIRGINIA STREET, 12 1/2 FEET NORTH OF THE NORTH CURB OF
 GX0524'NORWOOD STREET, 7 1/2 FEET WEST OF THE WEST CURB OF VIRGINIA
 GX0524'STREET, SET VERTICALLY IN THE EAST FACE OF A WHITE BRICK TWO-STORY
 GX0524'BANK BUILDING, 5 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GX0524'BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 GX0524
 GX0524                          STATION RECOVERY (1972)
 GX0524
 GX0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GX0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0525 ***********************************************************************
 GX0525  DESIGNATION -  D 25 RESET 1972
 GX0525  PID         -  GX0525
 GX0525  STATE/COUNTY-  VA/MONTGOMERY
 GX0525  USGS QUAD   -  RADFORD NORTH (1984)
 GX0525
 GX0525                         *CURRENT SURVEY CONTROL
 GX0525  ___________________________________________________________________
 GX0525* NAD 83(1986)-  37 08 27.     (N)    080 33 16.     (W)     SCALED    
 GX0525* NAVD 88     -       544.59   (+/-2cm)    1786.7    (feet)  VERTCON   
 GX0525  ___________________________________________________________________
 GX0525  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GX0525
 GX0525  VERT ORDER  -  THIRD (See Below)
 GX0525
 GX0525.The horizontal coordinates were scaled from a topographic map and have
 GX0525.an estimated accuracy of +/- 6 seconds.
 GX0525
 GX0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0525.The vertical order pertains to the NGVD 29 superseded value.
 GX0525
 GX0525.The geoid height was determined by GEOID03.
 GX0525
 GX0525;                    North         East    Units  Estimated Accuracy
 GX0525;SPC VA S     - 1,091,600.    3,317,490.      MT  (+/- 180 meters Scaled)
 GX0525
 GX0525                          SUPERSEDED SURVEY CONTROL
 GX0525
 GX0525  NGVD 29 (03/21/06)  544.70   (m)         1787.1    (f) RESET       3  
 GX0525
 GX0525.Superseded values are not recommended for survey control.
 GX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0525.See file dsdata.txt to determine how the superseded data were derived.
 GX0525
 GX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB395105(NAD 83)
 GX0525_MARKER: DB = BENCH MARK DISK
 GX0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0525_SP_SET: CONCRETE WALK
 GX0525_STAMPING: D 25 RESET 1972
 GX0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0525
 GX0525  HISTORY     - Date     Condition        Report By
 GX0525  HISTORY     - 1972     MONUMENTED       NGS
 GX0525
 GX0525                          STATION DESCRIPTION
 GX0525
 GX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GX0525'AT RADFORD.
 GX0525'MARK IS LOCATED AT THE FIRST AND MERCHANTS BANK BUILDING WHICH
 GX0525'IS AT THE CORNER OF NORWOOD STREET (U.S. HIGHWAY 11) AND VIRGINIA
 GX0525'STREET, 43 FEET WEST OF THE CENTERLINE OF VIRGINIA STREET, 28
 GX0525'FEET NORTHWEST OF THE NORTHEAST CORNER OF BANK BUILDING AND 0.7
 GX0525'FOOT SOUTHEAST OF NORTHEAST CORNER OF DRIVE IN TELLER BUILDING.
 GX0525'DISK IS SET FLUSH IN A DRILL HOLE IN CONCRETE WALK AROUND BUILDING
 GX0525'WHICH PROJECTS ABOUT 12 INCHES AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0354 ***********************************************************************
 GW0354  DESIGNATION -  D 250
 GW0354  PID         -  GW0354
 GW0354  STATE/COUNTY-  VA/NOTTOWAY
 GW0354  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0354
 GW0354                         *CURRENT SURVEY CONTROL
 GW0354  ___________________________________________________________________
 GW0354* NAD 83(1986)-  37 03 16.     (N)    078 01 07.     (W)     SCALED    
 GW0354* NAVD 88     -       115.129  (meters)     377.72   (feet)  POSTED    
 GW0354  ___________________________________________________________________
 GW0354  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0354  DYNAMIC HT  -         115.040 (meters)     377.43  (feet)  COMP
 GW0354  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 GW0354
 GW0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0354
 GW0354.The horizontal coordinates were scaled from a topographic map and have
 GW0354.an estimated accuracy of +/- 6 seconds.
 GW0354
 GW0354.The orthometric height was determined by differential leveling
 GW0354.and adjusted by the National Geodetic Survey in 1992..
 GW0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0354.rate of 0.0 thru 1.0 mm/km.
 GW0354
 GW0354.The geoid height was determined by GEOID03.
 GW0354
 GW0354.The dynamic height is computed by dividing the NAVD 88
 GW0354.geopotential number by the normal gravity value computed on the
 GW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0354.degrees latitude (g = 980.6199 gals.).
 GW0354
 GW0354.The modeled gravity was interpolated from observed gravity values.
 GW0354
 GW0354;                    North         East    Units  Estimated Accuracy
 GW0354;SPC VA S     - 1,080,130.    3,542,820.      MT  (+/- 180 meters Scaled)
 GW0354
 GW0354                          SUPERSEDED SURVEY CONTROL
 GW0354
 GW0354  NGVD 29 (??/??/92)  115.40   (m)          378.6    (f) COMPUTED    2 0
 GW0354
 GW0354.Superseded values are not recommended for survey control.
 GW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0354.See file dsdata.txt to determine how the superseded data were derived.
 GW0354
 GW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB651050(NAD 83)
 GW0354_MARKER: DB = BENCH MARK DISK
 GW0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0354_SP_SET: CULVERT
 GW0354_STAMPING: D 250 1942
 GW0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0354
 GW0354  HISTORY     - Date     Condition        Report By
 GW0354  HISTORY     - 1942     MONUMENTED       CGS
 GW0354  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW0354  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GW0354  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0354
 GW0354                          STATION DESCRIPTION
 GW0354
 GW0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GW0354'2.2 MI S FROM BLACKSTONE.
 GW0354'THIS MARK IS ALONG HIGHWAY 40, 2.2 MILES SOUTH OF THE RAILROAD
 GW0354'STATION AT BLACKSTONE, NOTTOWAY COUNTY, NEAR A LARGE LOG HOUSE,
 GW0354'SET IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE HIGHWAY
 GW0354'CULVERT, ABOUT 1 FOOT LOWER THAN THE PAVEMENT, A STANDARD DISK
 GW0354'SET IN A DRILL HOLE.
 GW0354
 GW0354                          STATION RECOVERY (1996)
 GW0354
 GW0354'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0354'MARK NOT FOUND.
 GW0354
 GW0354                          STATION RECOVERY (2000)
 GW0354
 GW0354'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0354'MARK NOT FOUND.
 GW0354
 GW0354                          STATION RECOVERY (2001)
 GW0354
 GW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0354'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0355 ***********************************************************************
 GW0355  DESIGNATION -  D 250 RESET 1952
 GW0355  PID         -  GW0355
 GW0355  STATE/COUNTY-  VA/NOTTOWAY
 GW0355  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0355
 GW0355                         *CURRENT SURVEY CONTROL
 GW0355  ___________________________________________________________________
 GW0355* NAD 83(1986)-  37 03 16.     (N)    078 01 07.     (W)     SCALED    
 GW0355* NAVD 88     -       116.45   (+/-2cm)     382.1    (feet)  VERTCON   
 GW0355  ___________________________________________________________________
 GW0355  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0355
 GW0355  VERT ORDER  -  THIRD (See Below)
 GW0355
 GW0355.The horizontal coordinates were scaled from a topographic map and have
 GW0355.an estimated accuracy of +/- 6 seconds.
 GW0355
 GW0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0355.The vertical order pertains to the NGVD 29 superseded value.
 GW0355
 GW0355.The geoid height was determined by GEOID03.
 GW0355
 GW0355;                    North         East    Units  Estimated Accuracy
 GW0355;SPC VA S     - 1,080,130.    3,542,820.      MT  (+/- 180 meters Scaled)
 GW0355
 GW0355                          SUPERSEDED SURVEY CONTROL
 GW0355
 GW0355  NGVD 29 (??/??/??)  116.72   (m)          382.9    (f) RESET       3  
 GW0355
 GW0355.Superseded values are not recommended for survey control.
 GW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0355.See file dsdata.txt to determine how the superseded data were derived.
 GW0355
 GW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB651050(NAD 83)
 GW0355_MARKER: DD = SURVEY DISK
 GW0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0355_STAMPING: D 250 RESET 1952
 GW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0355+STABILITY: SURFACE MOTION
 GW0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0355+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2000
 GW0355
 GW0355  HISTORY     - Date     Condition        Report By
 GW0355  HISTORY     - 1952     MONUMENTED       VADH
 GW0355  HISTORY     - 1963     GOOD             NGS
 GW0355  HISTORY     - 19960212 GOOD             USPSQD
 GW0355  HISTORY     - 20001208 GOOD             USPSQD
 GW0355  HISTORY     - 20010331 GOOD             NGS
 GW0355  HISTORY     - 20051103 GOOD             GEOCAC
 GW0355
 GW0355                          STATION DESCRIPTION
 GW0355
 GW0355'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1952
 GW0355'2.2 MI S FROM BLACKSTONE.
 GW0355'2.2 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE NORFOLK AND
 GW0355'WESTERN RAILWAY STATION AT BLACKSTONE, NOTTOWAY COUNTY, 36 FEET
 GW0355'SOUTH OF THE SOUTHWEST CORNER OF A LARGE LOG BUILDING, 47 FEET
 GW0355'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTHWEST OF A
 GW0355'40-INCH TWIN WHITE-OAK TREE, AND 5.5 FEET HIGHER THAN THE
 GW0355'HIGHWAY.  A STANDARD DISK, STAMPED D 250 RESET 1952 AND SET IN
 GW0355'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GW0355
 GW0355                          STATION RECOVERY (1963)
 GW0355
 GW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW0355'RECOVERED IN GOOD CONDITION.
 GW0355
 GW0355                          STATION RECOVERY (1996)
 GW0355
 GW0355'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0355'RECOVERED IN GOOD CONDITION.
 GW0355
 GW0355                          STATION RECOVERY (2000)
 GW0355
 GW0355'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0355'RECOVERED IN GOOD CONDITION.
 GW0355
 GW0355                          STATION RECOVERY (2001)
 GW0355
 GW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0355
 GW0355                          STATION RECOVERY (2005)
 GW0355
 GW0355'RECOVERY NOTE BY GEOCACHING 2005 (BRW)
 GW0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0128 ***********************************************************************
 HW0128  DESIGNATION -  D 251
 HW0128  PID         -  HW0128
 HW0128  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0128  USGS QUAD   -  WOODVILLE (1994)
 HW0128
 HW0128                         *CURRENT SURVEY CONTROL
 HW0128  ___________________________________________________________________
 HW0128* NAD 83(1986)-  38 33 10.     (N)    078 08 46.     (W)     SCALED    
 HW0128* NAVD 88     -       143.345  (meters)     470.29   (feet)  ADJUSTED  
 HW0128  ___________________________________________________________________
 HW0128  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW0128  DYNAMIC HT  -         143.251 (meters)     469.98  (feet)  COMP
 HW0128  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 HW0128
 HW0128  VERT ORDER  -  SECOND    CLASS 0
 HW0128
 HW0128.The horizontal coordinates were scaled from a topographic map and have
 HW0128.an estimated accuracy of +/- 6 seconds.
 HW0128
 HW0128.The orthometric height was determined by differential leveling
 HW0128.and adjusted by the National Geodetic Survey in June 1991..
 HW0128
 HW0128.The geoid height was determined by GEOID03.
 HW0128
 HW0128.The dynamic height is computed by dividing the NAVD 88
 HW0128.geopotential number by the normal gravity value computed on the
 HW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0128.degrees latitude (g = 980.6199 gals.).
 HW0128
 HW0128.The modeled gravity was interpolated from observed gravity values.
 HW0128
 HW0128;                    North         East    Units  Estimated Accuracy
 HW0128;SPC VA N     - 2,098,420.    3,530,850.      MT  (+/- 180 meters Scaled)
 HW0128
 HW0128                          SUPERSEDED SURVEY CONTROL
 HW0128
 HW0128  NGVD 29 (??/??/92)  143.54   (m)          470.9    (f) COMPUTED    2 0
 HW0128
 HW0128.Superseded values are not recommended for survey control.
 HW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0128.See file dsdata.txt to determine how the superseded data were derived.
 HW0128
 HW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC486710(NAD 83)
 HW0128_MARKER: DB = BENCH MARK DISK
 HW0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0128_SP_SET: BRIDGE
 HW0128_STAMPING: D 251 1942
 HW0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0128
 HW0128  HISTORY     - Date     Condition        Report By
 HW0128  HISTORY     - 1942     MONUMENTED       CGS
 HW0128  HISTORY     - 1942     GOOD             NGS
 HW0128
 HW0128                          STATION DESCRIPTION
 HW0128
 HW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0128'1.2 MI N FROM BOSTON.
 HW0128'IN RAPPAHANNOCK COUNTY, ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY
 HW0128'3 FROM THE POST OFFICE AT BOSTON, CULPEPER COUNTY, AT THE SOUTH
 HW0128'ONE OF TWO CONCRETE BRIDGES IN THE FLATS, AT THE SOUTHWEST
 HW0128'CORNER OF THE WING WALL OF THE SOUTHEAST ABUTMENT, 64 FEET WEST
 HW0128'OF POLE 330, AND 13 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HW0128'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3110 ***********************************************************************
 HW3110  DESIGNATION -  D 251 RESET 1977
 HW3110  PID         -  HW3110
 HW3110  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3110  USGS QUAD   -  WOODVILLE (1994)
 HW3110
 HW3110                         *CURRENT SURVEY CONTROL
 HW3110  ___________________________________________________________________
 HW3110* NAD 83(1986)-  38 33 10.     (N)    078 08 46.     (W)     SCALED    
 HW3110* NAVD 88     -       143.35   (meters)     470.3    (feet)  RESET     
 HW3110  ___________________________________________________________________
 HW3110  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HW3110
 HW3110  VERT ORDER  -  THIRD
 HW3110
 HW3110.The horizontal coordinates were scaled from a topographic map and have
 HW3110.an estimated accuracy of +/- 6 seconds.
 HW3110
 HW3110.The orthometric height was computed from unverified reset data.
 HW3110.No vertical observational check was made to the station.
 HW3110
 HW3110.The geoid height was determined by GEOID03.
 HW3110
 HW3110;                    North         East    Units  Estimated Accuracy
 HW3110;SPC VA N     - 2,098,420.    3,530,850.      MT  (+/- 180 meters Scaled)
 HW3110
 HW3110                          SUPERSEDED SURVEY CONTROL
 HW3110
 HW3110.No superseded survey control is available for this station.
 HW3110
 HW3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC486710(NAD 83)
 HW3110_MARKER: DB = BENCH MARK DISK
 HW3110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3110_SP_SET: WINGWALL
 HW3110_STAMPING: D 251 RESET 1977
 HW3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3110+STABILITY: SURFACE MOTION
 HW3110
 HW3110  HISTORY     - Date     Condition        Report By
 HW3110  HISTORY     - 1977     MONUMENTED       VADHT
 HW3110
 HW3110                          STATION DESCRIPTION
 HW3110
 HW3110'DESCRIBED BY VA DEPT HWYS-TRANSP 1977
 HW3110'1.2 MI NORTH FROM BOSTON.
 HW3110'1.2 MILES NORTH ALONG STATE HIGHWAY 522 FROM THE POST OFFICE IN
 HW3110'BOSTON, CULPEPER IN THE SOUTH ONE OF TWO CONCRETE BRIDGES IN THE
 HW3110'FLATS OF THE SOUTHWEST CORNER OF A WINGWALL IN THE SOUTHEAST
 HW3110'ABUTMENT, 19.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HW3110'175 FEET WEST OF ENTRANCE TO SIMS RESIDENCE AND 147 FEET EAST OF
 HW3110'ENTRANCE TO HAPPY VALLEY FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3077 ***********************************************************************
 JV3077  DESIGNATION -  D 252
 JV3077  PID         -  JV3077
 JV3077  STATE/COUNTY-  VA/LOUDOUN
 JV3077  USGS QUAD   -  WATERFORD (1984)
 JV3077
 JV3077                         *CURRENT SURVEY CONTROL
 JV3077  ___________________________________________________________________
 JV3077* NAD 83(1986)-  39 12 48.     (N)    077 32 45.     (W)     SCALED    
 JV3077* NAVD 88     -       113.578  (meters)     372.63   (feet)  ADJUSTED  
 JV3077  ___________________________________________________________________
 JV3077  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JV3077  DYNAMIC HT  -         113.515 (meters)     372.42  (feet)  COMP
 JV3077  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 JV3077
 JV3077  VERT ORDER  -  SECOND    CLASS 0
 JV3077
 JV3077.The horizontal coordinates were scaled from a topographic map and have
 JV3077.an estimated accuracy of +/- 6 seconds.
 JV3077
 JV3077.The orthometric height was determined by differential leveling
 JV3077.and adjusted by the National Geodetic Survey in June 1991..
 JV3077
 JV3077.The geoid height was determined by GEOID03.
 JV3077
 JV3077.The dynamic height is computed by dividing the NAVD 88
 JV3077.geopotential number by the normal gravity value computed on the
 JV3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3077.degrees latitude (g = 980.6199 gals.).
 JV3077
 JV3077.The modeled gravity was interpolated from observed gravity values.
 JV3077
 JV3077;                    North         East    Units  Estimated Accuracy
 JV3077;SPC VA N     - 2,172,110.    3,582,410.      MT  (+/- 180 meters Scaled)
 JV3077
 JV3077                          SUPERSEDED SURVEY CONTROL
 JV3077
 JV3077  NGVD 29 (??/??/??)  113.797  (m)          373.35   (f) ADJUSTED    2 0
 JV3077
 JV3077.Superseded values are not recommended for survey control.
 JV3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3077.See file dsdata.txt to determine how the superseded data were derived.
 JV3077
 JV3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ802435(NAD 83)
 JV3077_MARKER: DB = BENCH MARK DISK
 JV3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3077_STAMPING: D 252 1942
 JV3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3077+STABILITY: SURFACE MOTION
 JV3077
 JV3077  HISTORY     - Date     Condition        Report By
 JV3077  HISTORY     - 1942     MONUMENTED       CGS
 JV3077  HISTORY     - 1953     POOR             USGS
 JV3077
 JV3077                          STATION DESCRIPTION
 JV3077
 JV3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3077'0.7 MI W FROM LUCKETTS.
 JV3077'ABOUT 0.7 MILE WEST ALONG STATE SECONDARY ROAD 662 FROM THE POST
 JV3077'OFFICE AT LUCKETTS, LOUDOUN COUNTY, IN THE SOUTHWEST QUARTER OF
 JV3077'THE INTERSECTION OF STATE SECONDARY ROAD 663, 9.6 FEET SOUTHEAST
 JV3077'OF POLE KE-10, ABOUT 45 FEET WEST OF THE CENTER LINE OF ROAD 663,
 JV3077'26 FEET SOUTH OF THE CENTERLINE OF ROAD 662, AND 1.2 FEET NORTH
 JV3077'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 252
 JV3077'1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV3077
 JV3077                          STATION RECOVERY (1953)
 JV3077
 JV3077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV3077'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3120 ***********************************************************************
 JV3120  DESIGNATION -  D 253
 JV3120  PID         -  JV3120
 JV3120  STATE/COUNTY-  VA/LOUDOUN
 JV3120  USGS QUAD   -  BLUEMONT (1981)
 JV3120
 JV3120                         *CURRENT SURVEY CONTROL
 JV3120  ___________________________________________________________________
 JV3120* NAD 83(1986)-  39 00 19.     (N)    077 49 32.     (W)     SCALED    
 JV3120* NAVD 88     -       164.079  (meters)     538.32   (feet)  ADJUSTED  
 JV3120  ___________________________________________________________________
 JV3120  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JV3120  DYNAMIC HT  -         163.982 (meters)     538.00  (feet)  COMP
 JV3120  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 JV3120
 JV3120  VERT ORDER  -  SECOND    CLASS 0
 JV3120
 JV3120.The horizontal coordinates were scaled from a topographic map and have
 JV3120.an estimated accuracy of +/- 6 seconds.
 JV3120
 JV3120.The orthometric height was determined by differential leveling
 JV3120.and adjusted by the National Geodetic Survey in June 1991..
 JV3120
 JV3120.The geoid height was determined by GEOID03.
 JV3120
 JV3120.The dynamic height is computed by dividing the NAVD 88
 JV3120.geopotential number by the normal gravity value computed on the
 JV3120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3120.degrees latitude (g = 980.6199 gals.).
 JV3120
 JV3120.The modeled gravity was interpolated from observed gravity values.
 JV3120
 JV3120;                    North         East    Units  Estimated Accuracy
 JV3120;SPC VA N     - 2,148,800.    3,558,420.      MT  (+/- 180 meters Scaled)
 JV3120
 JV3120                          SUPERSEDED SURVEY CONTROL
 JV3120
 JV3120  NGVD 29 (??/??/??)  164.287  (m)          539.00   (f) ADJUSTED    2 0
 JV3120
 JV3120.Superseded values are not recommended for survey control.
 JV3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3120.See file dsdata.txt to determine how the superseded data were derived.
 JV3120
 JV3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ553211(NAD 83)
 JV3120_MARKER: DB = BENCH MARK DISK
 JV3120_SETTING: 66 = SET IN ROCK OUTCROP
 JV3120_SP_SET: ROCK OUTCROP
 JV3120_STAMPING: D 253 1942
 JV3120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3120+STABILITY: POSITION/ELEVATION WELL
 JV3120
 JV3120  HISTORY     - Date     Condition        Report By
 JV3120  HISTORY     - 1942     MONUMENTED       CGS
 JV3120
 JV3120                          STATION DESCRIPTION
 JV3120
 JV3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3120'0.6 MI SE FROM WILLISVILLE.
 JV3120'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 743 FROM THE INTERSECTION
 JV3120'OF STATE HIGHWAY 623 AT WILLISVILLE, LOUDOUN COUNTY, AT THE
 JV3120'JUNCTION OF STATE HIGHWAY 719 LEADING NORTHEAST, 206 FEET
 JV3120'NORTHWEST OF THE JUNCTION, 55 FEET SOUTHEAST OF THE CENTER LINE
 JV3120'OF THE HIGHWAY, 57 FEET WEST OF A LARGE TWIN TREE, 36 FEET
 JV3120'SOUTHEAST OF A ROCK FENCE, AND IN THE TOP OF A LARGE ROCK OUTCROP.
 JV3120'A STANDARD DISK, STAMPED D 253 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0068 ***********************************************************************
 HW0068  DESIGNATION -  D 254
 HW0068  PID         -  HW0068
 HW0068  STATE/COUNTY-  VA/WARREN
 HW0068  USGS QUAD   -  LINDEN (1994)
 HW0068
 HW0068                         *CURRENT SURVEY CONTROL
 HW0068  ___________________________________________________________________
 HW0068* NAD 83(1986)-  38 55 11.     (N)    078 04 23.     (W)     SCALED    
 HW0068* NAVD 88     -       364.170  (meters)    1194.78   (feet)  ADJUSTED  
 HW0068  ___________________________________________________________________
 HW0068  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HW0068  DYNAMIC HT  -         363.928 (meters)    1193.99  (feet)  COMP
 HW0068  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 HW0068
 HW0068  VERT ORDER  -  SECOND    CLASS 0
 HW0068
 HW0068.The horizontal coordinates were scaled from a topographic map and have
 HW0068.an estimated accuracy of +/- 6 seconds.
 HW0068
 HW0068.The orthometric height was determined by differential leveling
 HW0068.and adjusted by the National Geodetic Survey in June 1991..
 HW0068
 HW0068.The geoid height was determined by GEOID03.
 HW0068
 HW0068.The dynamic height is computed by dividing the NAVD 88
 HW0068.geopotential number by the normal gravity value computed on the
 HW0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0068.degrees latitude (g = 980.6199 gals.).
 HW0068
 HW0068.The modeled gravity was interpolated from observed gravity values.
 HW0068
 HW0068;                    North         East    Units  Estimated Accuracy
 HW0068;SPC VA N     - 2,139,180.    3,537,030.      MT  (+/- 180 meters Scaled)
 HW0068
 HW0068                          SUPERSEDED SURVEY CONTROL
 HW0068
 HW0068  NGVD 29 (??/??/92)  364.363  (m)         1195.41   (f) ADJ UNCH    2 0
 HW0068
 HW0068.Superseded values are not recommended for survey control.
 HW0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0068.See file dsdata.txt to determine how the superseded data were derived.
 HW0068
 HW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD537119(NAD 83)
 HW0068_MARKER: DB = BENCH MARK DISK
 HW0068_SETTING: 80 = SET IN A BOULDER
 HW0068_SP_SET: BOULDER
 HW0068_STAMPING: D-254 1942
 HW0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0068+STABILITY: SURFACE MOTION
 HW0068
 HW0068  HISTORY     - Date     Condition        Report By
 HW0068  HISTORY     - 1942     MONUMENTED       CGS
 HW0068
 HW0068                          STATION DESCRIPTION
 HW0068
 HW0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0068'1.2 MI N FROM LINDEN.
 HW0068'1.2 MILES NORTH ALONG STATE HIGHWAY 638 FROM THE POST OFFICE
 HW0068'AT LINDEN, WARREN COUNTY, AT THE FOOT OF A LONG HILL, AT THE
 HW0068'JUNCTION OF A ROAD LEADING NORTH, 42.5 FEET WEST OF THE CENTER
 HW0068'LINE OF THE SIDE ROAD, 23.5 FEET NORTH OF THE CENTER LINE OF THE
 HW0068'HIGHWAY, 15.3 FEET SOUTHWEST OF A TRIANGULAR-BLAZED SMALL TREE,
 HW0068'IN THE TOP OF A ROCK BOULDER, AND ABOUT 2 FEET HIGHER THAN THE
 HW0068'HIGHWAY.  A STANDARD DISK, STAMPED D 254 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0761 ***********************************************************************
 HW0761  DESIGNATION -  D 255
 HW0761  PID         -  HW0761
 HW0761  STATE/COUNTY-  VA/ROCKINGHAM
 HW0761  USGS QUAD   -  HARRISONBURG (1989)
 HW0761
 HW0761                         *CURRENT SURVEY CONTROL
 HW0761  ___________________________________________________________________
 HW0761* NAD 83(1986)-  38 23 49.     (N)    078 48 08.     (W)     SCALED    
 HW0761* NAVD 88     -       385.645  (meters)    1265.24   (feet)  ADJUSTED  
 HW0761  ___________________________________________________________________
 HW0761  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW0761  DYNAMIC HT  -         385.363 (meters)    1264.31  (feet)  COMP
 HW0761  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 HW0761
 HW0761  VERT ORDER  -  SECOND    CLASS 0
 HW0761
 HW0761.The horizontal coordinates were scaled from a topographic map and have
 HW0761.an estimated accuracy of +/- 6 seconds.
 HW0761
 HW0761.The orthometric height was determined by differential leveling
 HW0761.and adjusted by the National Geodetic Survey in June 1991..
 HW0761
 HW0761.The geoid height was determined by GEOID03.
 HW0761
 HW0761.The dynamic height is computed by dividing the NAVD 88
 HW0761.geopotential number by the normal gravity value computed on the
 HW0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0761.degrees latitude (g = 980.6199 gals.).
 HW0761
 HW0761.The modeled gravity was interpolated from observed gravity values.
 HW0761
 HW0761;                    North         East    Units  Estimated Accuracy
 HW0761;SPC VA N     - 2,081,100.    3,473,600.      MT  (+/- 180 meters Scaled)
 HW0761
 HW0761                          SUPERSEDED SURVEY CONTROL
 HW0761
 HW0761  NGVD 29 (??/??/92)  385.792  (m)         1265.72   (f) ADJ UNCH    2 0
 HW0761
 HW0761.Superseded values are not recommended for survey control.
 HW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0761.See file dsdata.txt to determine how the superseded data were derived.
 HW0761
 HW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC919521(NAD 83)
 HW0761_MARKER: DB = BENCH MARK DISK
 HW0761_SETTING: 66 = SET IN ROCK OUTCROP
 HW0761_SP_SET: ROCK OUTCROP
 HW0761_STAMPING: D 255 1942
 HW0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0761+STABILITY: POSITION/ELEVATION WELL
 HW0761
 HW0761  HISTORY     - Date     Condition        Report By
 HW0761  HISTORY     - 1942     MONUMENTED       CGS
 HW0761  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW0761  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0761
 HW0761                          STATION DESCRIPTION
 HW0761
 HW0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0761'1.3 MI SE FROM KEEZLETOWN.
 HW0761'1.3 MILES SOUTHEAST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM
 HW0761'THE STATION AT KEEZLETOWN, ROCKINGHAM COUNTY, AT THE NORTH END
 HW0761'OF A CUT, 30 FEET SOUTHEAST OF A COUNTRY-LANE CROSSING, 29 FEET
 HW0761'EAST OF THE CENTER LINE OF THE TRACK, 5.6 FEET NORTHWEST OF A
 HW0761'LARGE 4-TRUNK OAK TREE, AND IN A ROCK OUTCROP.
 HW0761
 HW0761                          STATION RECOVERY (1965)
 HW0761
 HW0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0761'MARK NOT FOUND.
 HW0761
 HW0761                          STATION RECOVERY (1998)
 HW0761
 HW0761'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3098 ***********************************************************************
 JV3098  DESIGNATION -  D 256
 JV3098  PID         -  JV3098
 JV3098  STATE/COUNTY-  VA/LOUDOUN
 JV3098  USGS QUAD   -  PURCELLVILLE (1984)
 JV3098
 JV3098                         *CURRENT SURVEY CONTROL
 JV3098  ___________________________________________________________________
 JV3098* NAD 83(1986)-  39 12 56.     (N)    077 44 39.     (W)     SCALED    
 JV3098* NAVD 88     -       176.487  (meters)     579.02   (feet)  ADJUSTED  
 JV3098  ___________________________________________________________________
 JV3098  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JV3098  DYNAMIC HT  -         176.382 (meters)     578.68  (feet)  COMP
 JV3098  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 JV3098
 JV3098  VERT ORDER  -  SECOND    CLASS 0
 JV3098
 JV3098.The horizontal coordinates were scaled from a topographic map and have
 JV3098.an estimated accuracy of +/- 6 seconds.
 JV3098
 JV3098.The orthometric height was determined by differential leveling
 JV3098.and adjusted by the National Geodetic Survey in June 1991..
 JV3098
 JV3098.The geoid height was determined by GEOID03.
 JV3098
 JV3098.The dynamic height is computed by dividing the NAVD 88
 JV3098.geopotential number by the normal gravity value computed on the
 JV3098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3098.degrees latitude (g = 980.6199 gals.).
 JV3098
 JV3098.The modeled gravity was interpolated from observed gravity values.
 JV3098
 JV3098;                    North         East    Units  Estimated Accuracy
 JV3098;SPC VA N     - 2,172,200.    3,565,280.      MT  (+/- 180 meters Scaled)
 JV3098
 JV3098                          SUPERSEDED SURVEY CONTROL
 JV3098
 JV3098  NGVD 29 (??/??/??)  176.693  (m)          579.70   (f) ADJUSTED    2 0
 JV3098
 JV3098.Superseded values are not recommended for survey control.
 JV3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3098.See file dsdata.txt to determine how the superseded data were derived.
 JV3098
 JV3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ630442(NAD 83)
 JV3098_MARKER: DB = BENCH MARK DISK
 JV3098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3098_SP_SET: CULVERT HEADWALL
 JV3098_STAMPING: D 256 1942
 JV3098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3098
 JV3098  HISTORY     - Date     Condition        Report By
 JV3098  HISTORY     - 1942     MONUMENTED       CGS
 JV3098
 JV3098                          STATION DESCRIPTION
 JV3098
 JV3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3098'1.8 MI NW FROM HILLSBORO.
 JV3098'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3098'AT HILLSBORO, LOUDOUN COUNTY, ABOUT 900 FEET WEST OF A 2-STORY
 JV3098'STONE FARMHOUSE, IN THE NORTHEAST HEAD WALL OF A SMALL CONCRETE
 JV3098'CULVERT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHAY,
 JV3098'AND 6 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JV3098'STAMPED D 256 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3730 ***********************************************************************
 HV3730  DESIGNATION -  D 257
 HV3730  PID         -  HV3730
 HV3730  STATE/COUNTY-  VA/FAUQUIER
 HV3730  USGS QUAD   -  RECTORTOWN (1981)
 HV3730
 HV3730                         *CURRENT SURVEY CONTROL
 HV3730  ___________________________________________________________________
 HV3730* NAD 83(1986)-  38 58 10.     (N)    077 46 27.     (W)     SCALED    
 HV3730* NAVD 88     -       139.403  (meters)     457.36   (feet)  ADJUSTED  
 HV3730  ___________________________________________________________________
 HV3730  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV3730  DYNAMIC HT  -         139.320 (meters)     457.09  (feet)  COMP
 HV3730  MODELED GRAV-     980,030.0   (mgal)                       NAVD 88
 HV3730
 HV3730  VERT ORDER  -  SECOND    CLASS 0
 HV3730
 HV3730.The horizontal coordinates were scaled from a topographic map and have
 HV3730.an estimated accuracy of +/- 6 seconds.
 HV3730
 HV3730.The orthometric height was determined by differential leveling
 HV3730.and adjusted by the National Geodetic Survey in June 1991..
 HV3730
 HV3730.The geoid height was determined by GEOID03.
 HV3730
 HV3730.The dynamic height is computed by dividing the NAVD 88
 HV3730.geopotential number by the normal gravity value computed on the
 HV3730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3730.degrees latitude (g = 980.6199 gals.).
 HV3730
 HV3730.The modeled gravity was interpolated from observed gravity values.
 HV3730
 HV3730;                    North         East    Units  Estimated Accuracy
 HV3730;SPC VA N     - 2,144,860.    3,562,900.      MT  (+/- 180 meters Scaled)
 HV3730
 HV3730                          SUPERSEDED SURVEY CONTROL
 HV3730
 HV3730  NGVD 29 (??/??/??)  139.606  (m)          458.02   (f) ADJUSTED    2 0
 HV3730
 HV3730.Superseded values are not recommended for survey control.
 HV3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3730.See file dsdata.txt to determine how the superseded data were derived.
 HV3730
 HV3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ596170(NAD 83)
 HV3730_MARKER: DB = BENCH MARK DISK
 HV3730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3730_SP_SET: BRIDGE
 HV3730_STAMPING: D 257 1942
 HV3730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3730
 HV3730  HISTORY     - Date     Condition        Report By
 HV3730  HISTORY     - 1942     MONUMENTED       CGS
 HV3730  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 HV3730
 HV3730                          STATION DESCRIPTION
 HV3730
 HV3730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3730'2.1 MI W FROM MIDDLEBURG.
 HV3730'2.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL BANK
 HV3730'AT MIDDELBURG, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 HV3730'HIGHWAY, 39 FEET SOUTHEAST OF THE SOUTHEAST END OF A STONE
 HV3730'FENCE, SET IN THE NORTHEAST BASE OF THE RAILING OF A SMALL
 HV3730'CONCRETE BRIDGE.
 HV3730
 HV3730                          STATION RECOVERY (2005)
 HV3730
 HV3730'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV3730'NO STONE BRDIGE AT LOCATION DESCRIBED.  CULVERT FOUND AT LOCATION,
 HV3730'ROAD HAS BEEN WIDEDNED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3731 ***********************************************************************
 HV3731  DESIGNATION -  D 257 RESET 1959
 HV3731  PID         -  HV3731
 HV3731  STATE/COUNTY-  VA/FAUQUIER
 HV3731  USGS QUAD   -  RECTORTOWN (1981)
 HV3731
 HV3731                         *CURRENT SURVEY CONTROL
 HV3731  ___________________________________________________________________
 HV3731* NAD 83(1986)-  38 58 10.     (N)    077 46 27.     (W)     SCALED    
 HV3731* NAVD 88     -       138.23   (meters)     453.5    (feet)  RESET     
 HV3731  ___________________________________________________________________
 HV3731  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HV3731
 HV3731  VERT ORDER  -  THIRD
 HV3731
 HV3731.The horizontal coordinates were scaled from a topographic map and have
 HV3731.an estimated accuracy of +/- 6 seconds.
 HV3731
 HV3731.The orthometric height was computed from unverified reset data.
 HV3731.No vertical observational check was made to the station.
 HV3731
 HV3731.The geoid height was determined by GEOID03.
 HV3731
 HV3731;                    North         East    Units  Estimated Accuracy
 HV3731;SPC VA N     - 2,144,860.    3,562,900.      MT  (+/- 180 meters Scaled)
 HV3731
 HV3731                          SUPERSEDED SURVEY CONTROL
 HV3731
 HV3731  NGVD 29 (??/??/??)  138.43   (m)          454.2    (f) RESET       3  
 HV3731
 HV3731.Superseded values are not recommended for survey control.
 HV3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3731.See file dsdata.txt to determine how the superseded data were derived.
 HV3731
 HV3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ596170(NAD 83)
 HV3731_MARKER: DB = BENCH MARK DISK
 HV3731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3731_SP_SET: CULVERT
 HV3731_STAMPING: D 257 RESET 1959
 HV3731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3731
 HV3731  HISTORY     - Date     Condition        Report By
 HV3731  HISTORY     - 1959     MONUMENTED       VADH
 HV3731
 HV3731                          STATION DESCRIPTION
 HV3731
 HV3731'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1959
 HV3731'2.1 MI W FROM MIDDLEBURG.
 HV3731'IN FAUQUIER COUNTY, 2.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 HV3731'THE NATIONAL BANK AT MIDDLEBURG,
 HV3731'LOUDOUN COUNTY, 0.2 MILES WEST OF THE INTERSECTION OF ROUTE 754,
 HV3731'ON TOP OF EAST WING WALL OF DOUBLE 7 X 6 BOX CULVERT, 90 FEET
 HV3731'LEFT OF STA. 100+ 00 (SURVEY AND WEST BOUND LANE CENTERLINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0146 ***********************************************************************
 FW0146  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0146  DESIGNATION -  D 258
 FW0146  PID         -  FW0146
 FW0146  STATE/COUNTY-  VA/ACCOMACK
 FW0146  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0146
 FW0146                         *CURRENT SURVEY CONTROL
 FW0146  ___________________________________________________________________
 FW0146* NAD 83(1986)-  37 57 01.     (N)    075 21 09.     (W)     SCALED    
 FW0146* NAVD 88     -         0.717  (meters)       2.35   (feet)  ADJUSTED  
 FW0146  ___________________________________________________________________
 FW0146  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW0146  DYNAMIC HT  -           0.717 (meters)       2.35  (feet)  COMP
 FW0146  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 FW0146
 FW0146  VERT ORDER  -  FIRST     CLASS I
 FW0146
 FW0146.The horizontal coordinates were scaled from a topographic map and have
 FW0146.an estimated accuracy of +/- 6 seconds.
 FW0146
 FW0146.The orthometric height was determined by differential leveling
 FW0146.and adjusted by the National Geodetic Survey in June 1991..
 FW0146.WARNING-Repeat measurements at this control monument indicate possible
 FW0146.vertical movement.
 FW0146
 FW0146.This Tidal Bench Mark is designated as VM 3241
 FW0146.by the Center for Operational Oceanographic Products and Services.
 FW0146
 FW0146.The geoid height was determined by GEOID03.
 FW0146
 FW0146.The dynamic height is computed by dividing the NAVD 88
 FW0146.geopotential number by the normal gravity value computed on the
 FW0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0146.degrees latitude (g = 980.6199 gals.).
 FW0146
 FW0146.The modeled gravity was interpolated from observed gravity values.
 FW0146
 FW0146;                    North         East    Units  Estimated Accuracy
 FW0146;SPC VA S     - 1,184,060.    3,776,590.      MT  (+/- 180 meters Scaled)
 FW0146
 FW0146                          SUPERSEDED SURVEY CONTROL
 FW0146
 FW0146  NGVD 29 (??/??/??)    0.965  (m)            3.17   (f) ADJUSTED    1 1
 FW0146
 FW0146.Superseded values are not recommended for survey control.
 FW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0146.See file dsdata.txt to determine how the superseded data were derived.
 FW0146
 FW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH690003(NAD 83)
 FW0146_MARKER: DB = BENCH MARK DISK
 FW0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0146_STAMPING: D 258 1942
 FW0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0146+STABILITY: SURFACE MOTION
 FW0146
 FW0146  HISTORY     - Date     Condition        Report By
 FW0146  HISTORY     - 1942     MONUMENTED       CGS
 FW0146  HISTORY     - 1963     GOOD             CGS
 FW0146  HISTORY     - 20031015 GOOD             USPSQD
 FW0146
 FW0146                          STATION DESCRIPTION
 FW0146
 FW0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0146'1.8 MI NE FROM CHINCOTEAGUE.
 FW0146'1.85 MILES NORTHEAST ALONG MAIN STREET FROM THE JUNCTION OF
 FW0146'STATE HIGHWAY 175 AT CHINCOTEAGUE, IN THE NORTH CORNER OF THE
 FW0146'YARD PRESENTLY OWNED BY MR. GEORGE T. ROSS, 27 FEET SOUTHEAST
 FW0146'OF CENTER LINE OF STREET, 11 FEET SOUTHWEST OF CENTER LINE OF
 FW0146'DRIVEWAY LEADING TO HOUSE, 10 FEET NORTH-NORTHWEST OF NORTH
 FW0146'CORNER OF MR. ROSSS HOUSE, ABOUT LEVEL WITH STREET, AND SET
 FW0146'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FW0146
 FW0146                          STATION RECOVERY (2003)
 FW0146
 FW0146'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0754 ***********************************************************************
 HV0754  DESIGNATION -  D 259
 HV0754  PID         -  HV0754
 HV0754  STATE/COUNTY-  VA/WESTMORELAND
 HV0754  USGS QUAD   -  MACHODOC (1982)
 HV0754
 HV0754                         *CURRENT SURVEY CONTROL
 HV0754  ___________________________________________________________________
 HV0754* NAD 83(1986)-  38 04 48.     (N)    076 41 50.     (W)     SCALED    
 HV0754* NAVD 88     -        17.097  (meters)      56.09   (feet)  ADJUSTED  
 HV0754  ___________________________________________________________________
 HV0754  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HV0754  DYNAMIC HT  -          17.086 (meters)      56.06  (feet)  COMP
 HV0754  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 HV0754
 HV0754  VERT ORDER  -  SECOND    CLASS 0
 HV0754
 HV0754.The horizontal coordinates were scaled from a topographic map and have
 HV0754.an estimated accuracy of +/- 6 seconds.
 HV0754
 HV0754.The orthometric height was determined by differential leveling
 HV0754.and adjusted by the National Geodetic Survey in June 1991..
 HV0754
 HV0754.The geoid height was determined by GEOID03.
 HV0754
 HV0754.The dynamic height is computed by dividing the NAVD 88
 HV0754.geopotential number by the normal gravity value computed on the
 HV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0754.degrees latitude (g = 980.6199 gals.).
 HV0754
 HV0754.The modeled gravity was interpolated from observed gravity values.
 HV0754
 HV0754;                    North         East    Units  Estimated Accuracy
 HV0754;SPC VA N     - 2,047,430.    3,658,160.      MT  (+/- 180 meters Scaled)
 HV0754
 HV0754                          SUPERSEDED SURVEY CONTROL
 HV0754
 HV0754  NGVD 29 (05/17/90)   17.342  (m)           56.90   (f) ADJUSTED    2 0
 HV0754
 HV0754.Superseded values are not recommended for survey control.
 HV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0754.See file dsdata.txt to determine how the superseded data were derived.
 HV0754
 HV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH511160(NAD 83)
 HV0754_MARKER: DB = BENCH MARK DISK
 HV0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0754_STAMPING: D 259 1942
 HV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0754+STABILITY: SURFACE MOTION
 HV0754
 HV0754  HISTORY     - Date     Condition        Report By
 HV0754  HISTORY     - 1942     MONUMENTED       CGS
 HV0754  HISTORY     - 1962     GOOD             CGS
 HV0754  HISTORY     - 1967     MARK NOT FOUND   USGS
 HV0754  HISTORY     - 19981011 MARK NOT FOUND   USPSQD
 HV0754  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV0754
 HV0754                          STATION DESCRIPTION
 HV0754
 HV0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0754'AT MACHODOC.
 HV0754'THIS MARK IS ALONG HIGHWAY 202, AT THE POST OFFICE AT
 HV0754'MACHODOC, WESTMORELAND COUNTY, AT THE JUNCTION OF HIGHWAY 202,
 HV0754'AND ROAD NUMBER 626, AT A FARM ROAD RUNNING SOUTHWEST, IN THE
 HV0754'NORTH CORNER OF A CULTIVATED FIELD, 25.2 FEET SOUTHWEST OF THE
 HV0754'CENTERLINE OF THE HIGHWAY, 9.4 FEET SOUTHEAST OF THE CENTERLINE
 HV0754'OF THE DIRT ROAD, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HV0754'POST ABOUT 3 FEET FROM A WHITE POST PAINTED WITH LETTERS USBM.
 HV0754
 HV0754                          STATION RECOVERY (1967)
 HV0754
 HV0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HV0754'MARK NOT FOUND.
 HV0754
 HV0754                          STATION RECOVERY (1998)
 HV0754
 HV0754'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0754'MARK NOT FOUND.
 HV0754
 HV0754                          STATION RECOVERY (2003)
 HV0754
 HV0754'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5910 ***********************************************************************
 GV5910  DESIGNATION -  D 26 RESET
 GV5910  PID         -  GV5910
 GV5910  STATE/COUNTY-  VA/CHESTERFIELD
 GV5910  USGS QUAD   -  BON AIR (1994)
 GV5910
 GV5910                         *CURRENT SURVEY CONTROL
 GV5910  ___________________________________________________________________
 GV5910* NAD 83(1986)-  37 31 20.     (N)    077 36 47.     (W)     SCALED    
 GV5910* NAVD 88     -       104.95   (meters)     344.3    (feet)  RESET     
 GV5910  ___________________________________________________________________
 GV5910  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GV5910
 GV5910  VERT ORDER  -  THIRD
 GV5910
 GV5910.The horizontal coordinates were scaled from a topographic map and have
 GV5910.an estimated accuracy of +/- 6 seconds.
 GV5910
 GV5910.The orthometric height was computed from unverified reset data.
 GV5910.No vertical observational check was made to the station.
 GV5910
 GV5910.The geoid height was determined by GEOID03.
 GV5910
 GV5910;                    North         East    Units  Estimated Accuracy
 GV5910;SPC VA S     - 1,132,310.    3,578,400.      MT  (+/- 180 meters Scaled)
 GV5910
 GV5910                          SUPERSEDED SURVEY CONTROL
 GV5910
 GV5910  NGVD 29 (03/21/06)  105.24   (m)          345.3    (f) RESET       3  
 GV5910
 GV5910.Superseded values are not recommended for survey control.
 GV5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5910.See file dsdata.txt to determine how the superseded data were derived.
 GV5910
 GV5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG690560(NAD 83)
 GV5910_MARKER: DB = BENCH MARK DISK
 GV5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5910_SP_SET: CONCRETE POST
 GV5910_STAMPING: D 26 RESET 1984
 GV5910_MARK LOGO: VADHT 
 GV5910_PROJECTION: FLUSH
 GV5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5910+STABILITY: SURFACE MOTION
 GV5910
 GV5910  HISTORY     - Date     Condition        Report By
 GV5910  HISTORY     - 1984     MONUMENTED       VADHT
 GV5910  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 GV5910  HISTORY     - 20000224 MARK NOT FOUND   USPSQD
 GV5910  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV5910
 GV5910                          STATION DESCRIPTION
 GV5910
 GV5910'DESCRIBED BY VA DEPT HWYS-TRANSP 1984
 GV5910'5.5 KM (3.40 MI) NE FROM MIDLOTHIAN.
 GV5910'2.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE HIGH SCHOOL IN
 GV5910'MIDLOTHIAN, AND THENCE 1.3 MILES NORTH ALONG COUNTY ROAD 147, 84.9 FT
 GV5910'WEST OF CENTER OF RAILROAD, 68 FT SOUTH OF AND 2.4 FT LOWER THAN RTE.
 GV5910'711 AND 3.4 FT WEST OF VEPCO POLE NUMBER HA018.
 GV5910
 GV5910                          STATION RECOVERY (1995)
 GV5910
 GV5910'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5910'MARK NOT FOUND.
 GV5910
 GV5910                          STATION RECOVERY (2000)
 GV5910
 GV5910'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5910'MARK NOT FOUND.
 GV5910
 GV5910                          STATION RECOVERY (2004)
 GV5910
 GV5910'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0245 ***********************************************************************
 FW0245  DESIGNATION -  D 260
 FW0245  PID         -  FW0245
 FW0245  STATE/COUNTY-  VA/NORTHAMPTON
 FW0245  USGS QUAD   -  CHERITON (1986)
 FW0245
 FW0245                         *CURRENT SURVEY CONTROL
 FW0245  ___________________________________________________________________
 FW0245* NAD 83(1986)-  37 15 18.     (N)    075 58 14.     (W)     SCALED    
 FW0245* NAVD 88     -         9.150  (meters)      30.02   (feet)  ADJUSTED  
 FW0245  ___________________________________________________________________
 FW0245  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FW0245  DYNAMIC HT  -           9.143 (meters)      30.00  (feet)  COMP
 FW0245  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 FW0245
 FW0245  VERT ORDER  -  FIRST     CLASS I
 FW0245
 FW0245.The horizontal coordinates were scaled from a topographic map and have
 FW0245.an estimated accuracy of +/- 6 seconds.
 FW0245
 FW0245.The orthometric height was determined by differential leveling
 FW0245.and adjusted by the National Geodetic Survey in June 1991..
 FW0245
 FW0245.The geoid height was determined by GEOID03.
 FW0245
 FW0245.The dynamic height is computed by dividing the NAVD 88
 FW0245.geopotential number by the normal gravity value computed on the
 FW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0245.degrees latitude (g = 980.6199 gals.).
 FW0245
 FW0245.The modeled gravity was interpolated from observed gravity values.
 FW0245
 FW0245;                    North         East    Units  Estimated Accuracy
 FW0245;SPC VA S     - 1,105,290.    3,724,360.      MT  (+/- 180 meters Scaled)
 FW0245
 FW0245                          SUPERSEDED SURVEY CONTROL
 FW0245
 FW0245  NGVD 29 (??/??/??)    9.397  (m)           30.83   (f) ADJUSTED    1 1
 FW0245
 FW0245.Superseded values are not recommended for survey control.
 FW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0245.See file dsdata.txt to determine how the superseded data were derived.
 FW0245
 FW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG139236(NAD 83)
 FW0245_MARKER: DB = BENCH MARK DISK
 FW0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0245_STAMPING: D 260 1942
 FW0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0245+STABILITY: SURFACE MOTION
 FW0245
 FW0245  HISTORY     - Date     Condition        Report By
 FW0245  HISTORY     - 1942     MONUMENTED       CGS
 FW0245  HISTORY     - 1972     GOOD             NGS
 FW0245  HISTORY     - 1972     GOOD             NGS
 FW0245  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 FW0245
 FW0245                          STATION DESCRIPTION
 FW0245
 FW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0245'1.6 MI S FROM BAYVIEW.
 FW0245'ABOUT 1.65 MILES SOUTH ALONG STATE ROAD 684 FROM THE CROSSING
 FW0245'OF THE PENN CENTRAL RAILROAD AT BAYVIEW, 0.85 MILE SOUTH OF A
 FW0245'TEXACO SERVICE STATION AND THE SMALL VILLAGE OF FAIRVIEW, 110
 FW0245'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE PENN CENTRAL
 FW0245'RAILROAD AND STATE ROAD 684, ABOUT 170 FEET NORTHEAST OF THE CENTER
 FW0245'OF A SHARP CURVE IN THE ROAD, 10 FEET WEST OF THE WEST RAIL,
 FW0245'23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET
 FW0245'SOUTHEAST OF TELEPHONE POLE 78, 0.2 MILE NORTHEAST OF THE JUNCTION
 FW0245'OF U.S. HIGHWAY 13, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 FW0245'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 FW0245'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 FW0245
 FW0245                          STATION RECOVERY (1972)
 FW0245
 FW0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0245'RECOVERED IN GOOD CONDITION.
 FW0245
 FW0245                          STATION RECOVERY (2001)
 FW0245
 FW0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0294 ***********************************************************************
 JW0294  DESIGNATION -  D 261
 JW0294  PID         -  JW0294
 JW0294  STATE/COUNTY-  VA/FREDERICK
 JW0294  USGS QUAD   -  STEPHENS CITY (1986)
 JW0294
 JW0294                         *CURRENT SURVEY CONTROL
 JW0294  ___________________________________________________________________
 JW0294* NAD 83(1986)-  39 03 48.     (N)    078 08 41.     (W)     SCALED    
 JW0294* NAVD 88     -       219.271  (meters)     719.39   (feet)  ADJUSTED  
 JW0294  ___________________________________________________________________
 JW0294  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JW0294  DYNAMIC HT  -         219.131 (meters)     718.93  (feet)  COMP
 JW0294  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 JW0294
 JW0294  VERT ORDER  -  SECOND    CLASS 0
 JW0294
 JW0294.The horizontal coordinates were scaled from a topographic map and have
 JW0294.an estimated accuracy of +/- 6 seconds.
 JW0294
 JW0294.The orthometric height was determined by differential leveling
 JW0294.and adjusted by the National Geodetic Survey in June 1991..
 JW0294
 JW0294.The geoid height was determined by GEOID03.
 JW0294
 JW0294.The dynamic height is computed by dividing the NAVD 88
 JW0294.geopotential number by the normal gravity value computed on the
 JW0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0294.degrees latitude (g = 980.6199 gals.).
 JW0294
 JW0294.The modeled gravity was interpolated from observed gravity values.
 JW0294
 JW0294;                    North         East    Units  Estimated Accuracy
 JW0294;SPC VA N     - 2,155,090.    3,530,750.      MT  (+/- 180 meters Scaled)
 JW0294
 JW0294                          SUPERSEDED SURVEY CONTROL
 JW0294
 JW0294  NGVD 29 (??/??/92)  219.446  (m)          719.97   (f) ADJ UNCH    2 0
 JW0294
 JW0294.Superseded values are not recommended for survey control.
 JW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0294.See file dsdata.txt to determine how the superseded data were derived.
 JW0294
 JW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD470276(NAD 83)
 JW0294_MARKER: DB = BENCH MARK DISK
 JW0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0294_STAMPING: D 261 1942
 JW0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0294+STABILITY: SURFACE MOTION
 JW0294
 JW0294  HISTORY     - Date     Condition        Report By
 JW0294  HISTORY     - 1942     MONUMENTED       CGS
 JW0294  HISTORY     - 1966     GOOD             NGS
 JW0294  HISTORY     - 19980301 GOOD             USPSQD
 JW0294
 JW0294                          STATION DESCRIPTION
 JW0294
 JW0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0294'1.9 MI W FROM WHITE POST.
 JW0294'IN FREDERICK COUNTY, 1.9 MILES WEST ALONG STATE HIGHWAY 12 FROM
 JW0294'THE POST OFFICE AT WHITE POST, CLARKE COUNTY, THENCE 0.4 MILE
 JW0294'WEST ALONG STATE HIGHWAY 277, 0.4 MILE WEST OF THE JUNCTION OF
 JW0294'STATE HIGHWAY 12 AND U.S. HIGHWAY 522, 0.2 MILE WEST OF THE
 JW0294'FREDERICK-CLARKE COUNTY LINE, AT THE JUNCTION OF A ROAD LEADING
 JW0294'NORTHEAST ALONG THE NORTHWEST EDGE OF AN ORCHARD, 29 FEET
 JW0294'SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 22 FEET NORTHEAST
 JW0294'OF THE CENTER LINE OF THE HIGHWAY, 5.2 FEET NORTH OF THE
 JW0294'THREE-WAY FENCE POST AT THE WEST CORNER OF THE ORCHARD, AND 4
 JW0294'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JW0294'STAMPED D 261 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JW0294
 JW0294                          STATION RECOVERY (1966)
 JW0294
 JW0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JW0294'RECOVERED IN GOOD CONDITION.
 JW0294
 JW0294                          STATION RECOVERY (1998)
 JW0294
 JW0294'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0639 ***********************************************************************
 GV0639  DESIGNATION -  D 262
 GV0639  PID         -  GV0639
 GV0639  STATE/COUNTY-  VA/JAMES CITY
 GV0639  USGS QUAD   -  NORGE (1984)
 GV0639
 GV0639                         *CURRENT SURVEY CONTROL
 GV0639  ___________________________________________________________________
 GV0639* NAD 83(1986)-  37 20 15.     (N)    076 44 59.     (W)     SCALED    
 GV0639* NAVD 88     -        35.591  (meters)     116.77   (feet)  ADJUSTED  
 GV0639  ___________________________________________________________________
 GV0639  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV0639  DYNAMIC HT  -          35.566 (meters)     116.69  (feet)  COMP
 GV0639  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 GV0639  OBS GRAVITY -     979,913.5   (mgal)                       GRAV_OBS
 GV0639
 GV0639  VERT ORDER  -  SECOND    CLASS 0
 GV0639
 GV0639.The horizontal coordinates were scaled from a topographic map and have
 GV0639.an estimated accuracy of +/- 6 seconds.
 GV0639
 GV0639.The orthometric height was determined by differential leveling
 GV0639.and adjusted by the National Geodetic Survey in June 1991..
 GV0639
 GV0639.The geoid height was determined by GEOID03.
 GV0639
 GV0639.The dynamic height is computed by dividing the NAVD 88
 GV0639.geopotential number by the normal gravity value computed on the
 GV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0639.degrees latitude (g = 980.6199 gals.).
 GV0639
 GV0639.The modeled gravity was interpolated from observed gravity values.
 GV0639.The observed gravity was obtained from relative gravimeter ties
 GV0639.to the IGSN71 gravity network.
 GV0639
 GV0639;                    North         East    Units  Estimated Accuracy
 GV0639;SPC VA S     - 1,112,880.    3,655,090.      MT  (+/- 180 meters Scaled)
 GV0639
 GV0639                          SUPERSEDED SURVEY CONTROL
 GV0639
 GV0639  NGVD 29 (??/??/??)   35.827  (m)          117.54   (f) ADJUSTED    2 0
 GV0639
 GV0639.Superseded values are not recommended for survey control.
 GV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0639.See file dsdata.txt to determine how the superseded data were derived.
 GV0639
 GV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG450337(NAD 83)
 GV0639_MARKER: DB = BENCH MARK DISK
 GV0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0639_STAMPING: D 262 1942
 GV0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0639+STABILITY: SURFACE MOTION
 GV0639
 GV0639  HISTORY     - Date     Condition        Report By
 GV0639  HISTORY     - 1942     MONUMENTED       CGS
 GV0639  HISTORY     - 1971     GOOD             NGS
 GV0639  HISTORY     - 1974     GOOD             LOCSUR
 GV0639  HISTORY     - 1978     GOOD             DMA
 GV0639  HISTORY     - 19910202 GOOD             USPSQD
 GV0639  HISTORY     - 19971018 GOOD             USPSQD
 GV0639  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 GV0639
 GV0639                          STATION DESCRIPTION
 GV0639
 GV0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0639'2.5 MI SE FROM NORGE.
 GV0639'ABOUT 2.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV0639'FROM THE STATION AT NORGE, 39 FEET SOUTHEAST OF THE CENTER LINE
 GV0639'OF A WOODEN OVERPASS FOR COUNTY ROAD 603, 48 FEET SOUTHWEST OF
 GV0639'AND ACROSS THE TRACK FROM SEMAPHORE 42.1, 18.4 FEET SOUTHWEST OF
 GV0639'THE SOUTHWEST RAIL, 90 FEET NORTHWEST OF A TELEPHONE POLE WITH
 GV0639'A GUY WIRE ATTACHED, ON THE NORTHEAST SLOPE OF A LOW BANK, 0.9
 GV0639'FOOT NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF
 GV0639'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 GV0639'INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0639
 GV0639                          STATION RECOVERY (1974)
 GV0639
 GV0639'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0639'RECOVERED IN GOOD CONDITION.
 GV0639
 GV0639                          STATION RECOVERY (1978)
 GV0639
 GV0639'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0639'NO WITNESS POST.
 GV0639
 GV0639                          STATION RECOVERY (1991)
 GV0639
 GV0639'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 GV0639'RECOVERED IN GOOD CONDITION.
 GV0639
 GV0639                          STATION RECOVERY (1997)
 GV0639
 GV0639'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0639'RECOVERED IN GOOD CONDITION.
 GV0639
 GV0639                          STATION RECOVERY (2005)
 GV0639
 GV0639'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 GV0639'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1666 ***********************************************************************
 GV1666  DESIGNATION -  D 263
 GV1666  PID         -  GV1666
 GV1666  STATE/COUNTY-  VA/CHARLES CITY
 GV1666  USGS QUAD   -  ROXBURY (1994)
 GV1666
 GV1666                         *CURRENT SURVEY CONTROL
 GV1666  ___________________________________________________________________
 GV1666* NAD 83(1986)-  37 28 12.     (N)    077 09 24.     (W)     SCALED    
 GV1666* NAVD 88     -        12.626  (meters)      41.42   (feet)  ADJUSTED  
 GV1666  ___________________________________________________________________
 GV1666  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV1666  DYNAMIC HT  -          12.617 (meters)      41.39  (feet)  COMP
 GV1666  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 GV1666
 GV1666  VERT ORDER  -  FIRST     CLASS II
 GV1666
 GV1666.The horizontal coordinates were scaled from a topographic map and have
 GV1666.an estimated accuracy of +/- 6 seconds.
 GV1666
 GV1666.The orthometric height was determined by differential leveling
 GV1666.and adjusted by the National Geodetic Survey in June 1991..
 GV1666
 GV1666.The geoid height was determined by GEOID03.
 GV1666
 GV1666.The dynamic height is computed by dividing the NAVD 88
 GV1666.geopotential number by the normal gravity value computed on the
 GV1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1666.degrees latitude (g = 980.6199 gals.).
 GV1666
 GV1666.The modeled gravity was interpolated from observed gravity values.
 GV1666
 GV1666;                    North         East    Units  Estimated Accuracy
 GV1666;SPC VA S     - 1,126,990.    3,618,820.      MT  (+/- 180 meters Scaled)
 GV1666
 GV1666                          SUPERSEDED SURVEY CONTROL
 GV1666
 GV1666  NGVD 29 (??/??/??)   12.958  (m)           42.51   (f) ADJUSTED    1 2
 GV1666
 GV1666.Superseded values are not recommended for survey control.
 GV1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1666.See file dsdata.txt to determine how the superseded data were derived.
 GV1666
 GV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG092491(NAD 83)
 GV1666_MARKER: DB = BENCH MARK DISK
 GV1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1666_STAMPING: D 263 1942
 GV1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1666+STABILITY: SURFACE MOTION
 GV1666
 GV1666  HISTORY     - Date     Condition        Report By
 GV1666  HISTORY     - 1942     MONUMENTED       CGS
 GV1666  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1666  HISTORY     - 19960226 MARK NOT FOUND   USPSQD
 GV1666  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV1666  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1666
 GV1666                          STATION DESCRIPTION
 GV1666
 GV1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1666'1 MI NW FROM ROXBURY.
 GV1666'1.0 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV1666'THE STATION AT ROXBURY, CHARLES CITY COUNTY, 19 RAILS SOUTHEAST
 GV1666'OF MILEPOST FM 68, 16 RAILS NORTHWEST OF A FARM-ROAD CROSSING,
 GV1666'94 FEET NORTHWEST OF A POLE, 78 FEET EAST OF ANOTHER POLE, 10 FEET
 GV1666'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND TRACK, 2 FEET
 GV1666'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 GV1666'THAN THE TRACK.  A STANDARD DISK, STAMPED D 263 1942 AND SET
 GV1666'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GV1666
 GV1666                          STATION RECOVERY (1990)
 GV1666
 GV1666'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GV1666'MARK NOT FOUND.
 GV1666
 GV1666                          STATION RECOVERY (1996)
 GV1666
 GV1666'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1666'MARK NOT FOUND.
 GV1666
 GV1666                          STATION RECOVERY (2000)
 GV1666
 GV1666'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1666'MARK NOT FOUND.
 GV1666
 GV1666                          STATION RECOVERY (2001)
 GV1666
 GV1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1666'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1532 ***********************************************************************
 GV1532  DESIGNATION -  D 264
 GV1532  PID         -  GV1532
 GV1532  STATE/COUNTY-  VA/NEW KENT
 GV1532  USGS QUAD   -  TUNSTALL (1984)
 GV1532
 GV1532                         *CURRENT SURVEY CONTROL
 GV1532  ___________________________________________________________________
 GV1532* NAD 83(1986)-  37 34 38.     (N)    077 03 19.     (W)     SCALED    
 GV1532* NAVD 88     -        11.895  (meters)      39.03   (feet)  ADJUSTED  
 GV1532  ___________________________________________________________________
 GV1532  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 GV1532  DYNAMIC HT  -          11.887 (meters)      39.00  (feet)  COMP
 GV1532  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 GV1532
 GV1532  VERT ORDER  -  SECOND    CLASS 0
 GV1532
 GV1532.The horizontal coordinates were scaled from a topographic map and have
 GV1532.an estimated accuracy of +/- 6 seconds.
 GV1532
 GV1532.The orthometric height was determined by differential leveling
 GV1532.and adjusted by the National Geodetic Survey in June 1991..
 GV1532
 GV1532.The geoid height was determined by GEOID03.
 GV1532
 GV1532.The dynamic height is computed by dividing the NAVD 88
 GV1532.geopotential number by the normal gravity value computed on the
 GV1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1532.degrees latitude (g = 980.6199 gals.).
 GV1532
 GV1532.The modeled gravity was interpolated from observed gravity values.
 GV1532
 GV1532;                    North         East    Units  Estimated Accuracy
 GV1532;SPC VA S     - 1,139,020.    3,627,610.      MT  (+/- 180 meters Scaled)
 GV1532
 GV1532                          SUPERSEDED SURVEY CONTROL
 GV1532
 GV1532  NGVD 29 (??/??/??)   12.241  (m)           40.16   (f) ADJUSTED    2 0
 GV1532
 GV1532.Superseded values are not recommended for survey control.
 GV1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1532.See file dsdata.txt to determine how the superseded data were derived.
 GV1532
 GV1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG185608(NAD 83)
 GV1532_MARKER: DB = BENCH MARK DISK
 GV1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1532_STAMPING: D 264 1942
 GV1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1532+STABILITY: SURFACE MOTION
 GV1532
 GV1532  HISTORY     - Date     Condition        Report By
 GV1532  HISTORY     - 1942     MONUMENTED       CGS
 GV1532  HISTORY     - 1961     GOOD             CGS
 GV1532  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1532  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1532  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1532  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1532
 GV1532                          STATION DESCRIPTION
 GV1532
 GV1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1532'6.9 MI NW FROM NEW KENT.
 GV1532'2.0 MILES WEST ALONG STATE HIGHWAY 33 FROM THE COUNTY COURTHOUSE
 GV1532'AT NEW KENT, THENCE 4.9 MILES NORTHWEST ALONG SECONDARY STATE
 GV1532'HIGHWAY 608, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 614,
 GV1532'30 FEET SOUTH OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 608,
 GV1532'29 FEET SOUTHWEST OF SECONDARY STATE HIGHWAY 614, 15 FEET
 GV1532'NORTHEAST OF A TRIANGULAR-BLAZED 14-INCH MAPLE TREE, 6 FEET
 GV1532'SOUTHWEST OF A TRIANGULAR-BLAZED 12-INCH MAPLE TREE, 2 FEET
 GV1532'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 6 INCHES BELOW
 GV1532'THE LEVEL OF THE ROAD.  NOTE-- HIGHWAY 614 IS NOW 609 AND THE
 GV1532'MARK IS 1.5 FEET SOUTHEAST OF A CGS WITNESS SIGN.
 GV1532
 GV1532                          STATION RECOVERY (1996)
 GV1532
 GV1532'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1532'MARK NOT FOUND.
 GV1532
 GV1532                          STATION RECOVERY (2000)
 GV1532
 GV1532'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1532'MARK NOT FOUND.
 GV1532
 GV1532                          STATION RECOVERY (2001)
 GV1532
 GV1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1532'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
 GV1532
 GV1532                          STATION RECOVERY (2005)
 GV1532
 GV1532'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1532'RT 33 IS NOW SR249.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0835 ***********************************************************************
 GV0835  DESIGNATION -  D 265 RESET 1962
 GV0835  PID         -  GV0835
 GV0835  STATE/COUNTY-  VA/NEW KENT
 GV0835  USGS QUAD   -  WEST POINT (1986)
 GV0835
 GV0835                         *CURRENT SURVEY CONTROL
 GV0835  ___________________________________________________________________
 GV0835* NAD 83(1986)-  37 31 26.     (N)    076 49 32.     (W)     SCALED    
 GV0835* NAVD 88     -         3.590  (meters)      11.78   (feet)  ADJUSTED  
 GV0835  ___________________________________________________________________
 GV0835  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 GV0835  DYNAMIC HT  -           3.588 (meters)      11.77  (feet)  COMP
 GV0835  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 GV0835  OBS GRAVITY -     979,939.3   (mgal)                       GRAV_OBS
 GV0835
 GV0835  VERT ORDER  -  FIRST     CLASS I
 GV0835
 GV0835.The horizontal coordinates were scaled from a topographic map and have
 GV0835.an estimated accuracy of +/- 6 seconds.
 GV0835
 GV0835.The orthometric height was determined by differential leveling
 GV0835.and adjusted by the National Geodetic Survey in June 1991..
 GV0835
 GV0835.The geoid height was determined by GEOID03.
 GV0835
 GV0835.The dynamic height is computed by dividing the NAVD 88
 GV0835.geopotential number by the normal gravity value computed on the
 GV0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0835.degrees latitude (g = 980.6199 gals.).
 GV0835
 GV0835.The modeled gravity was interpolated from observed gravity values.
 GV0835.The observed gravity was obtained from relative gravimeter ties
 GV0835.to the IGSN71 gravity network.
 GV0835
 GV0835;                    North         East    Units  Estimated Accuracy
 GV0835;SPC VA S     - 1,133,440.    3,648,000.      MT  (+/- 180 meters Scaled)
 GV0835
 GV0835                          SUPERSEDED SURVEY CONTROL
 GV0835
 GV0835  NGVD 29 (??/??/??)    3.826  (m)           12.55   (f) ADJUSTED    1 1
 GV0835
 GV0835.Superseded values are not recommended for survey control.
 GV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0835.See file dsdata.txt to determine how the superseded data were derived.
 GV0835
 GV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG386545(NAD 83)
 GV0835_MARKER: DB = BENCH MARK DISK
 GV0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0835_STAMPING: D 265 RESET 1962
 GV0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0835+STABILITY: SURFACE MOTION
 GV0835
 GV0835  HISTORY     - Date     Condition        Report By
 GV0835  HISTORY     - 1962     MONUMENTED       CGS
 GV0835  HISTORY     - 1971     GOOD             NGS
 GV0835  HISTORY     - 1978     GOOD             DMA
 GV0835  HISTORY     - 1987     GOOD             USPSQD
 GV0835  HISTORY     - 1990     GOOD             USPSQD
 GV0835  HISTORY     - 19960309 GOOD             USPSQD
 GV0835  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV0835  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0835  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV0835
 GV0835                          STATION DESCRIPTION
 GV0835
 GV0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0835'2 MI SW FROM WEST POINT.
 GV0835'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0835'WEST POINT, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 30
 GV0835'AND 33, 199 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAYS, 156
 GV0835'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 30 LEADING SOUTH,
 GV0835'105 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A TEXACO SERVICE
 GV0835'STATION, 79.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GV0835'WASHINGTON BURGESS INN, 22 FEET NORTH OF THE CENTER LINE OF A
 GV0835'PAVED DRIVEWAY, 7 1/2 FEET WEST OF A SIGN, 1 1/2 FEET ABOVE THE
 GV0835'LEVEL OF THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 GV0835'WITH THE GROUND.
 GV0835
 GV0835                          STATION RECOVERY (1978)
 GV0835
 GV0835'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0835'RECOVERED IN GOOD CONDITION.
 GV0835
 GV0835                          STATION RECOVERY (1987)
 GV0835
 GV0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0835'RECOVERED IN GOOD CONDITION.
 GV0835
 GV0835                          STATION RECOVERY (1990)
 GV0835
 GV0835'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0835'RECOVERED IN GOOD CONDITION.
 GV0835
 GV0835                          STATION RECOVERY (1996)
 GV0835
 GV0835'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0835'RECOVERED IN GOOD CONDITION.
 GV0835
 GV0835                          STATION RECOVERY (2000)
 GV0835
 GV0835'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0835'MARK NOT FOUND.
 GV0835
 GV0835                          STATION RECOVERY (2001)
 GV0835
 GV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0835
 GV0835                          STATION RECOVERY (2005)
 GV0835
 GV0835'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0374 ***********************************************************************
 GV0374  DESIGNATION -  D 266
 GV0374  PID         -  GV0374
 GV0374  STATE/COUNTY-  VA/YORK
 GV0374  USGS QUAD   -  POQUOSON EAST (1979)
 GV0374
 GV0374                         *CURRENT SURVEY CONTROL
 GV0374  ___________________________________________________________________
 GV0374* NAD 83(1986)-  37 07 44.     (N)    076 21 54.     (W)     SCALED    
 GV0374* NAVD 88     -         3.023  (meters)       9.92   (feet)  ADJUSTED  
 GV0374  ___________________________________________________________________
 GV0374  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 GV0374  DYNAMIC HT  -           3.021 (meters)       9.91  (feet)  COMP
 GV0374  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 GV0374
 GV0374  VERT ORDER  -  SECOND    CLASS 0
 GV0374
 GV0374.The horizontal coordinates were scaled from a topographic map and have
 GV0374.an estimated accuracy of +/- 6 seconds.
 GV0374
 GV0374.The orthometric height was determined by differential leveling
 GV0374.and adjusted by the National Geodetic Survey in June 1991..
 GV0374
 GV0374.The geoid height was determined by GEOID03.
 GV0374
 GV0374.The dynamic height is computed by dividing the NAVD 88
 GV0374.geopotential number by the normal gravity value computed on the
 GV0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0374.degrees latitude (g = 980.6199 gals.).
 GV0374
 GV0374.The modeled gravity was interpolated from observed gravity values.
 GV0374
 GV0374;                    North         East    Units  Estimated Accuracy
 GV0374;SPC VA S     - 1,090,430.    3,689,690.      MT  (+/- 180 meters Scaled)
 GV0374
 GV0374                          SUPERSEDED SURVEY CONTROL
 GV0374
 GV0374  NGVD 29 (??/??/??)    3.374  (m)           11.07   (f) ADJUSTED    2 0
 GV0374
 GV0374.Superseded values are not recommended for survey control.
 GV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0374.See file dsdata.txt to determine how the superseded data were derived.
 GV0374
 GV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG787100(NAD 83)
 GV0374_MARKER: DB = BENCH MARK DISK
 GV0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0374_SP_SET: BUILDING
 GV0374_STAMPING: D 266 1942
 GV0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0374
 GV0374  HISTORY     - Date     Condition        Report By
 GV0374  HISTORY     - 1942     MONUMENTED       CGS
 GV0374  HISTORY     - 1961     GOOD             CGS
 GV0374  HISTORY     - 1974     GOOD             LOCSUR
 GV0374  HISTORY     - 1988     GOOD             USPSQD
 GV0374
 GV0374                          STATION DESCRIPTION
 GV0374
 GV0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0374'AT JEFFS.
 GV0374'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE POST OFFICE
 GV0374'AT ODD, AT JEFFS, AT THE HIGH SCHOOL, IN THE SOUTH FACE OF THE
 GV0374'BRICK BUILDING, 30 FEET EAST OF THE SOUTHWEST CORNER, AND ABOUT
 GV0374'5 FEET ABOVE THE GROUND.  RECOVERED GOOD EXCEPT THE MARK IS 30
 GV0374'FEET EAST OF THE SOUTHWEST CORNER NOT 1 FOOT EAST.
 GV0374
 GV0374                          STATION RECOVERY (1974)
 GV0374
 GV0374'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0374'RECOVERED IN GOOD CONDITION.
 GV0374
 GV0374                          STATION RECOVERY (1988)
 GV0374
 GV0374'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0261 ***********************************************************************
 GV0261  DESIGNATION -  D 267
 GV0261  PID         -  GV0261
 GV0261  STATE/COUNTY-  VA/GLOUCESTER
 GV0261  USGS QUAD   -  ACHILLES (1983)
 GV0261
 GV0261                         *CURRENT SURVEY CONTROL
 GV0261  ___________________________________________________________________
 GV0261* NAD 83(1986)-  37 17 54.     (N)    076 25 29.     (W)     SCALED    
 GV0261* NAVD 88     -         0.991  (meters)       3.25   (feet)  ADJUSTED  
 GV0261  ___________________________________________________________________
 GV0261  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 GV0261  DYNAMIC HT  -           0.990 (meters)       3.25  (feet)  COMP
 GV0261  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 GV0261
 GV0261  VERT ORDER  -  SECOND    CLASS 0
 GV0261
 GV0261.The horizontal coordinates were scaled from a topographic map and have
 GV0261.an estimated accuracy of +/- 6 seconds.
 GV0261
 GV0261.The orthometric height was determined by differential leveling
 GV0261.and adjusted by the National Geodetic Survey in June 1991..
 GV0261
 GV0261.The geoid height was determined by GEOID03.
 GV0261
 GV0261.The dynamic height is computed by dividing the NAVD 88
 GV0261.geopotential number by the normal gravity value computed on the
 GV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0261.degrees latitude (g = 980.6199 gals.).
 GV0261
 GV0261.The modeled gravity was interpolated from observed gravity values.
 GV0261
 GV0261;                    North         East    Units  Estimated Accuracy
 GV0261;SPC VA S     - 1,109,110.    3,683,980.      MT  (+/- 180 meters Scaled)
 GV0261
 GV0261                          SUPERSEDED SURVEY CONTROL
 GV0261
 GV0261  NGVD 29 (??/??/??)    1.344  (m)            4.41   (f) ADJUSTED    2 0
 GV0261
 GV0261.Superseded values are not recommended for survey control.
 GV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0261.See file dsdata.txt to determine how the superseded data were derived.
 GV0261
 GV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG737289(NAD 83)
 GV0261_MARKER: DB = BENCH MARK DISK
 GV0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0261_STAMPING: D 267 1942
 GV0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0261+STABILITY: SURFACE MOTION
 GV0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0261+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0261
 GV0261  HISTORY     - Date     Condition        Report By
 GV0261  HISTORY     - 1942     MONUMENTED       CGS
 GV0261  HISTORY     - 1961     GOOD             CGS
 GV0261  HISTORY     - 19970227 GOOD             USPSQD
 GV0261  HISTORY     - 20020111 GOOD             USPSQD
 GV0261  HISTORY     - 20060214 GOOD             USPSQD
 GV0261
 GV0261                          STATION DESCRIPTION
 GV0261
 GV0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0261'1.8 MI NE FROM ACHILLES.
 GV0261'1.75 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 653 FROM THE
 GV0261'HIGH SCHOOL AT ACHILLES, AT THE T-JUNCTION OF SECONDARY STATE
 GV0261'HIGHWAY 652, 47.5 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY
 GV0261'STATE HIGHWAY 652, 21.5 FEET SOUTHEAST OF THE CENTERLINE OF
 GV0261'SECONDARY STATE HIGHWAY 653, 69 FEET WEST OF THE SOUTHWEST CORNER
 GV0261'OF THE J.H. ROBINS TWO-STORY FRAME HOUSE, AT THE NORTHWEST CORNER
 GV0261'OF THE FRONT YARD, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 GV0261'AND 2 FEET ABOVE THE LEVEL OF THE ROAD.  RECOVERED AS DESCRIBED.
 GV0261
 GV0261                          STATION RECOVERY (1997)
 GV0261
 GV0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0261'RECOVERED IN GOOD CONDITION.
 GV0261
 GV0261                          STATION RECOVERY (2002)
 GV0261
 GV0261'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0261'RECOVERED IN GOOD CONDITION.
 GV0261
 GV0261                          STATION RECOVERY (2006)
 GV0261
 GV0261'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0724 ***********************************************************************
 GV0724  DESIGNATION -  D 268
 GV0724  PID         -  GV0724
 GV0724  STATE/COUNTY-  VA/KING AND QUEEN
 GV0724  USGS QUAD   -  SHACKLEFORDS (1986)
 GV0724
 GV0724                         *CURRENT SURVEY CONTROL
 GV0724  ___________________________________________________________________
 GV0724* NAD 83(1986)-  37 30 01.     (N)    076 39 08.     (W)     SCALED    
 GV0724* NAVD 88     -         1.938  (meters)       6.36   (feet)  ADJUSTED  
 GV0724  ___________________________________________________________________
 GV0724  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 GV0724  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 GV0724  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 GV0724
 GV0724  VERT ORDER  -  SECOND    CLASS 0
 GV0724
 GV0724.The horizontal coordinates were scaled from a topographic map and have
 GV0724.an estimated accuracy of +/- 6 seconds.
 GV0724
 GV0724.The orthometric height was determined by differential leveling
 GV0724.and adjusted by the National Geodetic Survey in June 1991..
 GV0724
 GV0724.The geoid height was determined by GEOID03.
 GV0724
 GV0724.The dynamic height is computed by dividing the NAVD 88
 GV0724.geopotential number by the normal gravity value computed on the
 GV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0724.degrees latitude (g = 980.6199 gals.).
 GV0724
 GV0724.The modeled gravity was interpolated from observed gravity values.
 GV0724
 GV0724;                    North         East    Units  Estimated Accuracy
 GV0724;SPC VA S     - 1,131,100.    3,663,370.      MT  (+/- 180 meters Scaled)
 GV0724
 GV0724                          SUPERSEDED SURVEY CONTROL
 GV0724
 GV0724  NGVD 29 (??/??/??)    2.322  (m)            7.62   (f) ADJUSTED    2 0
 GV0724
 GV0724.Superseded values are not recommended for survey control.
 GV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0724.See file dsdata.txt to determine how the superseded data were derived.
 GV0724
 GV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG539516(NAD 83)
 GV0724_MARKER: DB = BENCH MARK DISK
 GV0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0724_SP_SET: BRIDGE
 GV0724_STAMPING: D 268 1942
 GV0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0724+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0724
 GV0724  HISTORY     - Date     Condition        Report By
 GV0724  HISTORY     - 1942     MONUMENTED       CGS
 GV0724  HISTORY     - 1961     GOOD             CGS
 GV0724  HISTORY     - 1971     GOOD             NGS
 GV0724  HISTORY     - 1987     GOOD             USPSQD
 GV0724  HISTORY     - 19941213 GOOD             USPSQD
 GV0724  HISTORY     - 20000219 GOOD             USPSQD
 GV0724  HISTORY     - 20041116 GOOD             USPSQD
 GV0724  HISTORY     - 20060307 GOOD             USPSQD
 GV0724
 GV0724                          STATION DESCRIPTION
 GV0724
 GV0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0724'1 MI NE FROM PLAIN VIEW.
 GV0724'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 GV0724'AT PLAIN VIEW, AT THE NORTHWEST END OF A CONCRETE BRIDGE OVER
 GV0724'POROPOTANK CREEK, AND IN THE TOP OF THE NORTHWEST WINGWALL.
 GV0724
 GV0724                          STATION RECOVERY (1971)
 GV0724
 GV0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0724'RECOVERED IN GOOD CONDITION.
 GV0724
 GV0724                          STATION RECOVERY (1987)
 GV0724
 GV0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0724'RECOVERED IN GOOD CONDITION.
 GV0724
 GV0724                          STATION RECOVERY (1994)
 GV0724
 GV0724'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0724'RECOVERED IN GOOD CONDITION.
 GV0724
 GV0724                          STATION RECOVERY (2000)
 GV0724
 GV0724'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0724'RECOVERED IN GOOD CONDITION.
 GV0724
 GV0724                          STATION RECOVERY (2004)
 GV0724
 GV0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0724'RECOVERED IN GOOD CONDITION.
 GV0724
 GV0724                          STATION RECOVERY (2006)
 GV0724
 GV0724'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1010 ***********************************************************************
 GV1010  DESIGNATION -  D 269
 GV1010  PID         -  GV1010
 GV1010  STATE/COUNTY-  VA/RICHMOND
 GV1010  USGS QUAD   -  HAYNESVILLE (1981)
 GV1010
 GV1010                         *CURRENT SURVEY CONTROL
 GV1010  ___________________________________________________________________
 GV1010* NAD 83(1986)-  37 55 11.     (N)    076 42 19.     (W)     SCALED    
 GV1010* NAVD 88     -        32.322  (meters)     106.04   (feet)  ADJUSTED  
 GV1010  ___________________________________________________________________
 GV1010  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 GV1010  DYNAMIC HT  -          32.301 (meters)     105.97  (feet)  COMP
 GV1010  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 GV1010
 GV1010  VERT ORDER  -  SECOND    CLASS 0
 GV1010
 GV1010.The horizontal coordinates were scaled from a topographic map and have
 GV1010.an estimated accuracy of +/- 6 seconds.
 GV1010
 GV1010.The orthometric height was determined by differential leveling
 GV1010.and adjusted by the National Geodetic Survey in June 1991..
 GV1010
 GV1010.The geoid height was determined by GEOID03.
 GV1010
 GV1010.The dynamic height is computed by dividing the NAVD 88
 GV1010.geopotential number by the normal gravity value computed on the
 GV1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1010.degrees latitude (g = 980.6199 gals.).
 GV1010
 GV1010.The modeled gravity was interpolated from observed gravity values.
 GV1010
 GV1010;                    North         East    Units  Estimated Accuracy
 GV1010;SPC VA S     - 1,177,560.    3,657,800.      MT  (+/- 180 meters Scaled)
 GV1010
 GV1010                          SUPERSEDED SURVEY CONTROL
 GV1010
 GV1010  NGVD 29 (05/17/90)   32.567  (m)          106.85   (f) ADJUSTED    2 0
 GV1010
 GV1010.Superseded values are not recommended for survey control.
 GV1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1010.See file dsdata.txt to determine how the superseded data were derived.
 GV1010
 GV1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG501982(NAD 83)
 GV1010_MARKER: DB = BENCH MARK DISK
 GV1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1010_STAMPING: D 269 1942
 GV1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1010+STABILITY: SURFACE MOTION
 GV1010
 GV1010  HISTORY     - Date     Condition        Report By
 GV1010  HISTORY     - 1942     MONUMENTED       CGS
 GV1010  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1010  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1010  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV1010  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1010  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1010
 GV1010                          STATION DESCRIPTION
 GV1010
 GV1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1010'2.1 MI NW FROM EMMERTON.
 GV1010'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 GV1010'EMMERTON, RICHMOND COUNTY, AT THE SOUTHEAST END OF A SHORT STRETCH
 GV1010'OF AN OLD DIRT ROAD PARALLELING THE HIGHWAY, 29 FEET NORTHEAST
 GV1010'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE
 GV1010'CENTERLINE OF THE DIRT ROAD, 3 FEET SOUTHEAST OF A TELEPHONE
 GV1010'POLE, AND 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 GV1010'STANDARD DISK, STAMPED D 269 1942 AND SET IN THE TOP OF A CONCRETE
 GV1010'POST.
 GV1010
 GV1010                          STATION RECOVERY (1989)
 GV1010
 GV1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1010'MARK NOT FOUND.
 GV1010
 GV1010                          STATION RECOVERY (1994)
 GV1010
 GV1010'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1010'MARK NOT FOUND.
 GV1010
 GV1010                          STATION RECOVERY (1999)
 GV1010
 GV1010'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1010'MARK NOT FOUND.
 GV1010
 GV1010                          STATION RECOVERY (2003)
 GV1010
 GV1010'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0925 ***********************************************************************
 FX0925  DESIGNATION -  D 27
 FX0925  PID         -  FX0925
 FX0925  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0925  USGS QUAD   -  BENNS CHURCH (1986)
 FX0925
 FX0925                         *CURRENT SURVEY CONTROL
 FX0925  ___________________________________________________________________
 FX0925* NAD 83(1986)-  36 56 31.     (N)    076 32 14.     (W)     SCALED    
 FX0925* NAVD 88     -         5.166  (meters)      16.95   (feet)  ADJUSTED  
 FX0925  ___________________________________________________________________
 FX0925  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 FX0925  DYNAMIC HT  -           5.162 (meters)      16.94  (feet)  COMP
 FX0925  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 FX0925
 FX0925  VERT ORDER  -  FIRST     CLASS II
 FX0925
 FX0925.The horizontal coordinates were scaled from a topographic map and have
 FX0925.an estimated accuracy of +/- 6 seconds.
 FX0925
 FX0925.The orthometric height was determined by differential leveling
 FX0925.and adjusted by the National Geodetic Survey in June 1991..
 FX0925
 FX0925.The geoid height was determined by GEOID03.
 FX0925
 FX0925.The dynamic height is computed by dividing the NAVD 88
 FX0925.geopotential number by the normal gravity value computed on the
 FX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0925.degrees latitude (g = 980.6199 gals.).
 FX0925
 FX0925.The modeled gravity was interpolated from observed gravity values.
 FX0925
 FX0925;                    North         East    Units  Estimated Accuracy
 FX0925;SPC VA S     - 1,069,360.    3,674,830.      MT  (+/- 180 meters Scaled)
 FX0925
 FX0925                          SUPERSEDED SURVEY CONTROL
 FX0925
 FX0925  NGVD 29 (??/??/92)    5.541  (m)           18.18   (f) ADJ UNCH    1 2
 FX0925
 FX0925.Superseded values are not recommended for survey control.
 FX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0925.See file dsdata.txt to determine how the superseded data were derived.
 FX0925
 FX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF631895(NAD 83)
 FX0925_MARKER: DB = BENCH MARK DISK
 FX0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0925_SP_SET: CULVERT
 FX0925_STAMPING: D 27 1932 18.373
 FX0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0925
 FX0925  HISTORY     - Date     Condition        Report By
 FX0925  HISTORY     - 1932     MONUMENTED       CGS
 FX0925  HISTORY     - 1952     GOOD             NGS
 FX0925  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0925  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0925
 FX0925                          STATION DESCRIPTION
 FX0925
 FX0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0925'3 MI NW FROM CRITTENDEN.
 FX0925'2.95 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE SOUTHEAST
 FX0925'END OF BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN, ABOUT 400 FEET
 FX0925'NORTH OF THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAYS
 FX0925'32, ABOUT 150 FEET NORTH OF NORTHEAST CORNER OF STATE HIGHWAY
 FX0925'BRIDGE SYSTEM GARAGE, SET IN THE TOP OF THE SOUTH END OF THE WEST
 FX0925'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY 17, 20 FEET
 FX0925'WEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF SOUTH END OF
 FX0925'HEAD WALL AND ABOUT 3 FEET BELOW HIGHWAY.  NOTE-- MARK MAY BE
 FX0925'REACHED FROM BENNS CHURCH, ISLE OF WIGHT COUNTY, BY GOING ABOUT
 FX0925'2.8 MILES EAST ALONG U.S. HIGHWAY 258, THENCE ABOUT 0.1 MILE NORTH
 FX0925'ALONG U.S. HIGHWAY 17.
 FX0925
 FX0925                          STATION RECOVERY (1971)
 FX0925
 FX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0925'MARK NOT FOUND.
 FX0925
 FX0925                          STATION RECOVERY (2001)
 FX0925
 FX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0925'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1094 ***********************************************************************
 GV1094  DESIGNATION -  D 270
 GV1094  PID         -  GV1094
 GV1094  STATE/COUNTY-  VA/LANCASTER
 GV1094  USGS QUAD   -  LIVELY (1992)
 GV1094
 GV1094                         *CURRENT SURVEY CONTROL
 GV1094  ___________________________________________________________________
 GV1094* NAD 83(1986)-  37 45 08.     (N)    076 32 32.     (W)     SCALED    
 GV1094* NAVD 88     -        25.109  (meters)      82.38   (feet)  ADJUSTED  
 GV1094  ___________________________________________________________________
 GV1094  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 GV1094  DYNAMIC HT  -          25.092 (meters)      82.32  (feet)  COMP
 GV1094  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 GV1094
 GV1094  VERT ORDER  -  SECOND    CLASS 0
 GV1094
 GV1094.The horizontal coordinates were scaled from a topographic map and have
 GV1094.an estimated accuracy of +/- 6 seconds.
 GV1094
 GV1094.The orthometric height was determined by differential leveling
 GV1094.and adjusted by the National Geodetic Survey in June 1991..
 GV1094
 GV1094.The geoid height was determined by GEOID03.
 GV1094
 GV1094.The dynamic height is computed by dividing the NAVD 88
 GV1094.geopotential number by the normal gravity value computed on the
 GV1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1094.degrees latitude (g = 980.6199 gals.).
 GV1094
 GV1094.The modeled gravity was interpolated from observed gravity values.
 GV1094
 GV1094;                    North         East    Units  Estimated Accuracy
 GV1094;SPC VA S     - 1,159,250.    3,672,520.      MT  (+/- 180 meters Scaled)
 GV1094
 GV1094                          SUPERSEDED SURVEY CONTROL
 GV1094
 GV1094  NGVD 29 (05/17/90)   25.352  (m)           83.18   (f) ADJUSTED    2 0
 GV1094
 GV1094.Superseded values are not recommended for survey control.
 GV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1094.See file dsdata.txt to determine how the superseded data were derived.
 GV1094
 GV1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG641794(NAD 83)
 GV1094_MARKER: DB = BENCH MARK DISK
 GV1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1094_STAMPING: D 270 1942
 GV1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1094+STABILITY: SURFACE MOTION
 GV1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1094+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 GV1094
 GV1094  HISTORY     - Date     Condition        Report By
 GV1094  HISTORY     - 1942     MONUMENTED       CGS
 GV1094  HISTORY     - 1961     GOOD             CGS
 GV1094  HISTORY     - 19910414 GOOD             USPSQD
 GV1094  HISTORY     - 19980425 GOOD             USPSQD
 GV1094  HISTORY     - 20021129 GOOD             USPSQD
 GV1094  HISTORY     - 20051110 GOOD             USPSQD
 GV1094
 GV1094                          STATION DESCRIPTION
 GV1094
 GV1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1094'2.5 MI SW FROM LIVELY.
 GV1094'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 201 FROM THE CHESAPEAKE
 GV1094'BANKING COMPANY AT LIVELY, LANCASTER COUNTY, 0.8 MILE NORTHEAST
 GV1094'OF ST. MARYS CHURCH AT WHITE CHAPEL, 67 FEET SOUTHWEST OF THE
 GV1094'WEST CORNER OF BETHEL METHODIST CHURCH SOUTH, 78 FEET SOUTHEAST
 GV1094'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTHWEST OF A
 GV1094'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 270 1942
 GV1094'AND SET IN THE TOP OF A CONCRETE POST.
 GV1094
 GV1094                          STATION RECOVERY (1991)
 GV1094
 GV1094'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV1094'RECOVERED IN GOOD CONDITION.
 GV1094
 GV1094                          STATION RECOVERY (1998)
 GV1094
 GV1094'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1094'RECOVERED IN GOOD CONDITION.
 GV1094
 GV1094                          STATION RECOVERY (2002)
 GV1094
 GV1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1094'RECOVERED IN GOOD CONDITION.
 GV1094
 GV1094                          STATION RECOVERY (2005)
 GV1094
 GV1094'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0059 ***********************************************************************
 GV0059  DESIGNATION -  D 271
 GV0059  PID         -  GV0059
 GV0059  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0059  USGS QUAD   -  HEATHSVILLE (1992)
 GV0059
 GV0059                         *CURRENT SURVEY CONTROL
 GV0059  ___________________________________________________________________
 GV0059* NAD 83(1986)-  37 53 21.     (N)    076 22 29.     (W)     SCALED    
 GV0059* NAVD 88     -        28.133  (meters)      92.30   (feet)  ADJUSTED  
 GV0059  ___________________________________________________________________
 GV0059  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 GV0059  DYNAMIC HT  -          28.113 (meters)      92.23  (feet)  COMP
 GV0059  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 GV0059
 GV0059  VERT ORDER  -  SECOND    CLASS 0
 GV0059
 GV0059.The horizontal coordinates were scaled from a topographic map and have
 GV0059.an estimated accuracy of +/- 6 seconds.
 GV0059
 GV0059.The orthometric height was determined by differential leveling
 GV0059.and adjusted by the National Geodetic Survey in June 1991..
 GV0059
 GV0059.The geoid height was determined by GEOID03.
 GV0059
 GV0059.The dynamic height is computed by dividing the NAVD 88
 GV0059.geopotential number by the normal gravity value computed on the
 GV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0059.degrees latitude (g = 980.6199 gals.).
 GV0059
 GV0059.The modeled gravity was interpolated from observed gravity values.
 GV0059
 GV0059;                    North         East    Units  Estimated Accuracy
 GV0059;SPC VA S     - 1,174,770.    3,686,930.      MT  (+/- 180 meters Scaled)
 GV0059
 GV0059                          SUPERSEDED SURVEY CONTROL
 GV0059
 GV0059  NGVD 29 (05/17/90)   28.376  (m)           93.10   (f) ADJUSTED    2 0
 GV0059
 GV0059.Superseded values are not recommended for survey control.
 GV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0059.See file dsdata.txt to determine how the superseded data were derived.
 GV0059
 GV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG791944(NAD 83)
 GV0059_MARKER: DB = BENCH MARK DISK
 GV0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0059_STAMPING: D 271 1942
 GV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0059+STABILITY: SURFACE MOTION
 GV0059
 GV0059  HISTORY     - Date     Condition        Report By
 GV0059  HISTORY     - 1942     MONUMENTED       CGS
 GV0059  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0059  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0059  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 GV0059  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 GV0059
 GV0059                          STATION DESCRIPTION
 GV0059
 GV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0059'1.5 MI W FROM BURGESS STORE.
 GV0059'1.5 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT
 GV0059'BURGESS STORE, NORTHUMBERLAND COUNTY, AT THE T-JUNCTION OF
 GV0059'SECONDARY STATE HIGHWAY 640 LEADING SOUTH, 49 FEET EAST OF THE
 GV0059'CENTERLINE OF THE DIRT ROAD, 28.5 FEET SOUTH OF THE CENTERLINE
 GV0059'OF THE MAIN HIGHWAY, 3 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 GV0059'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV0059'STAMPED D 271 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV0059
 GV0059                          STATION RECOVERY (1971)
 GV0059
 GV0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0059'MARK NOT FOUND.
 GV0059
 GV0059                          STATION RECOVERY (1991)
 GV0059
 GV0059'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0059'MARK NOT FOUND.
 GV0059
 GV0059                          STATION RECOVERY (2002)
 GV0059
 GV0059'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0078 ***********************************************************************
 GV0078  DESIGNATION -  D 272
 GV0078  PID         -  GV0078
 GV0078  STATE/COUNTY-  VA/LANCASTER
 GV0078  USGS QUAD   -  IRVINGTON (1992)
 GV0078
 GV0078                         *CURRENT SURVEY CONTROL
 GV0078  ___________________________________________________________________
 GV0078* NAD 83(1986)-  37 38 26.     (N)    076 22 43.     (W)     SCALED    
 GV0078* NAVD 88     -         9.624  (meters)      31.57   (feet)  ADJUSTED  
 GV0078  ___________________________________________________________________
 GV0078  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 GV0078  DYNAMIC HT  -           9.618 (meters)      31.56  (feet)  COMP
 GV0078  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 GV0078
 GV0078  VERT ORDER  -  FIRST     CLASS I
 GV0078
 GV0078.The horizontal coordinates were scaled from a topographic map and have
 GV0078.an estimated accuracy of +/- 6 seconds.
 GV0078
 GV0078.The orthometric height was determined by differential leveling
 GV0078.and adjusted by the National Geodetic Survey in June 1991..
 GV0078
 GV0078.The geoid height was determined by GEOID03.
 GV0078
 GV0078.The dynamic height is computed by dividing the NAVD 88
 GV0078.geopotential number by the normal gravity value computed on the
 GV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0078.degrees latitude (g = 980.6199 gals.).
 GV0078
 GV0078.The modeled gravity was interpolated from observed gravity values.
 GV0078
 GV0078;                    North         East    Units  Estimated Accuracy
 GV0078;SPC VA S     - 1,147,170.    3,687,210.      MT  (+/- 180 meters Scaled)
 GV0078
 GV0078                          SUPERSEDED SURVEY CONTROL
 GV0078
 GV0078  NGVD 29 (05/17/90)    9.866  (m)           32.37   (f) ADJUSTED    1 1
 GV0078
 GV0078.Superseded values are not recommended for survey control.
 GV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0078.See file dsdata.txt to determine how the superseded data were derived.
 GV0078
 GV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG783668(NAD 83)
 GV0078_MARKER: DB = BENCH MARK DISK
 GV0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0078_STAMPING: D 272 1942
 GV0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0078+STABILITY: SURFACE MOTION
 GV0078
 GV0078  HISTORY     - Date     Condition        Report By
 GV0078  HISTORY     - 1942     MONUMENTED       CGS
 GV0078  HISTORY     - 1971     GOOD             NGS
 GV0078  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0078  HISTORY     - 19940410 POOR             USPSQD
 GV0078  HISTORY     - 19980510 POOR             USPSQD
 GV0078  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV0078
 GV0078                          STATION DESCRIPTION
 GV0078
 GV0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0078'0.8 MI SE FROM WHITE STONE.
 GV0078'ABOUT 0.75 MILE SOUTHEAST ALONG COUNTY ROAD 695 FROM THE JUNCTION
 GV0078'OF STATE HIGHWAYS 3 AND 200 AT WHITE STONE, AT THE JUNCTION OF
 GV0078'THE ROAD AND COUNTY ROAD 641, 47 FEET SOUTHEAST OF THE CENTER
 GV0078'LINE OF COUNTY ROAD 641, 35 1/2 FEET NORTHEAST OF THE CENTER
 GV0078'LINE OF COUNTY ROAD 695, 18 FEET NORTH OF POWER POLE 22 1/2,
 GV0078'0.3 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GV0078'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GV0078
 GV0078                          STATION RECOVERY (1987)
 GV0078
 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC)
 GV0078'MARK NOT FOUND.
 GV0078
 GV0078                          STATION RECOVERY (1994)
 GV0078
 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0078'MARK RECOVERED IN POOR CONDITION.
 GV0078
 GV0078                          STATION RECOVERY (1998)
 GV0078
 GV0078'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0078'MARK RECOVERED IN POOR CONDITION.
 GV0078
 GV0078                          STATION RECOVERY (2002)
 GV0078
 GV0078'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1044 ***********************************************************************
 GV1044  DESIGNATION -  D 273
 GV1044  PID         -  GV1044
 GV1044  STATE/COUNTY-  VA/RICHMOND
 GV1044  USGS QUAD   -  HAYNESVILLE (1981)
 GV1044
 GV1044                         *CURRENT SURVEY CONTROL
 GV1044  ___________________________________________________________________
 GV1044* NAD 83(1986)-  37 56 11.     (N)    076 39 01.     (W)     SCALED    
 GV1044* NAVD 88     -        30.264  (meters)      99.29   (feet)  ADJUSTED  
 GV1044  ___________________________________________________________________
 GV1044  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 GV1044  DYNAMIC HT  -          30.244 (meters)      99.23  (feet)  COMP
 GV1044  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 GV1044
 GV1044  VERT ORDER  -  SECOND    CLASS 0
 GV1044
 GV1044.The horizontal coordinates were scaled from a topographic map and have
 GV1044.an estimated accuracy of +/- 6 seconds.
 GV1044
 GV1044.The orthometric height was determined by differential leveling
 GV1044.and adjusted by the National Geodetic Survey in June 1991..
 GV1044
 GV1044.The geoid height was determined by GEOID03.
 GV1044
 GV1044.The dynamic height is computed by dividing the NAVD 88
 GV1044.geopotential number by the normal gravity value computed on the
 GV1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1044.degrees latitude (g = 980.6199 gals.).
 GV1044
 GV1044.The modeled gravity was interpolated from observed gravity values.
 GV1044
 GV1044;                    North         East    Units  Estimated Accuracy
 GV1044;SPC VA S     - 1,179,500.    3,662,600.      MT  (+/- 180 meters Scaled)
 GV1044
 GV1044                          SUPERSEDED SURVEY CONTROL
 GV1044
 GV1044  NGVD 29 (05/17/90)   30.509  (m)          100.09   (f) ADJUSTED    2 0
 GV1044
 GV1044.Superseded values are not recommended for survey control.
 GV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1044.See file dsdata.txt to determine how the superseded data were derived.
 GV1044
 GV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH549000(NAD 83)
 GV1044_MARKER: DB = BENCH MARK DISK
 GV1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1044_STAMPING: D 273 1942
 GV1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1044+STABILITY: SURFACE MOTION
 GV1044
 GV1044  HISTORY     - Date     Condition        Report By
 GV1044  HISTORY     - 1942     MONUMENTED       CGS
 GV1044  HISTORY     - 1961     GOOD             CGS
 GV1044  HISTORY     - 1989     GOOD             USPSQD
 GV1044  HISTORY     - 19940207 GOOD             USPSQD
 GV1044  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1044  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1044
 GV1044                          STATION DESCRIPTION
 GV1044
 GV1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1044'1.5 MI W FROM VILLAGE.
 GV1044'1.5 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT
 GV1044'VILLAGE, RICHMOND COUNTY, THENCE 1.5 MILES SOUTHWEST ALONG
 GV1044'SECONDARY STATE HIGHWAY 627, 0.6 MILE NORTHEAST OF THE JUNCTION
 GV1044'OF SECONDARY STATE HIGHWAY 619 (MOORES MILL ROAD), AT THE T-JUNCTION
 GV1044'OF A PRIVATE DIRT ROAD LEADING NORTH ALONG THE EDGE OF THE WOODS,
 GV1044'95 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD, 50 FEET NORTH
 GV1044'OF THE CENTERLINE OF THE MAIN ROAD, 20 FEET NORTHWEST OF AN 18-INCH
 GV1044'OAK TREE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 GV1044'STANDARD DISK, STAMPED D 273 1942 AND SET IN THE TOP OF A CONCRETE
 GV1044'POST.
 GV1044
 GV1044                          STATION RECOVERY (1989)
 GV1044
 GV1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1044'RECOVERED IN GOOD CONDITION.
 GV1044
 GV1044                          STATION RECOVERY (1994)
 GV1044
 GV1044'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1044'RECOVERED IN GOOD CONDITION.
 GV1044
 GV1044                          STATION RECOVERY (1999)
 GV1044
 GV1044'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1044'MARK NOT FOUND.
 GV1044
 GV1044                          STATION RECOVERY (2003)
 GV1044
 GV1044'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1066 ***********************************************************************
 GV1066  DESIGNATION -  D 274
 GV1066  PID         -  GV1066
 GV1066  STATE/COUNTY-  VA/KING AND QUEEN
 GV1066  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1066
 GV1066                         *CURRENT SURVEY CONTROL
 GV1066  ___________________________________________________________________
 GV1066* NAD 83(1986)-  37 45 04.     (N)    076 58 50.     (W)     SCALED    
 GV1066* NAVD 88     -        46.343  (meters)     152.04   (feet)  ADJUSTED  
 GV1066  ___________________________________________________________________
 GV1066  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 GV1066  DYNAMIC HT  -          46.312 (meters)     151.94  (feet)  COMP
 GV1066  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 GV1066
 GV1066  VERT ORDER  -  SECOND    CLASS 0
 GV1066
 GV1066.The horizontal coordinates were scaled from a topographic map and have
 GV1066.an estimated accuracy of +/- 6 seconds.
 GV1066
 GV1066.The orthometric height was determined by differential leveling
 GV1066.and adjusted by the National Geodetic Survey in June 1991..
 GV1066
 GV1066.The geoid height was determined by GEOID03.
 GV1066
 GV1066.The dynamic height is computed by dividing the NAVD 88
 GV1066.geopotential number by the normal gravity value computed on the
 GV1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1066.degrees latitude (g = 980.6199 gals.).
 GV1066
 GV1066.The modeled gravity was interpolated from observed gravity values.
 GV1066
 GV1066;                    North         East    Units  Estimated Accuracy
 GV1066;SPC VA S     - 1,158,420.    3,633,900.      MT  (+/- 180 meters Scaled)
 GV1066
 GV1066                          SUPERSEDED SURVEY CONTROL
 GV1066
 GV1066  NGVD 29 (??/??/??)   46.682  (m)          153.16   (f) ADJUSTED    2 0
 GV1066
 GV1066.Superseded values are not recommended for survey control.
 GV1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1066.See file dsdata.txt to determine how the superseded data were derived.
 GV1066
 GV1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG255800(NAD 83)
 GV1066_MARKER: DB = BENCH MARK DISK
 GV1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1066_STAMPING: D 274 1942
 GV1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1066+STABILITY: SURFACE MOTION
 GV1066
 GV1066  HISTORY     - Date     Condition        Report By
 GV1066  HISTORY     - 1942     MONUMENTED       CGS
 GV1066  HISTORY     - 1962     GOOD             CGS
 GV1066  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV1066  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1066  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 GV1066
 GV1066                          STATION DESCRIPTION
 GV1066
 GV1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1066'3.7 MI NW FROM STEVENSVILLE.
 GV1066'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV1066'STEVENSVILLE, KING AND QUEEN COUNTY, 0.7 MILE SOUTHEAST OF THE
 GV1066'JUNCTION OF SECONDARY STATE HIGHWAY 629 AT HENLEYS FORK, AT THE
 GV1066'T-JUNCTION OF A DIRT ROAD LEADING SOUTH TO EDGE HILL SCHOOL, 42
 GV1066'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE
 GV1066'CENTERLINE OF THE DIRT ROAD, AND 1.5 FEET NORTH OF A WHITE WOODEN
 GV1066'WITNESS POST.  A STANDARD DISK, STAMPED D 274 1942 AND SET IN THE
 GV1066'TOP OF A CONCRETE POST.  A STEEL WITNESS POST WAS SET 0.5 FOOT
 GV1066'EAST OF MARK.
 GV1066
 GV1066                          STATION RECOVERY (1994)
 GV1066
 GV1066'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1066'MARK NOT FOUND.
 GV1066
 GV1066                          STATION RECOVERY (2000)
 GV1066
 GV1066'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1066'MARK NOT FOUND.
 GV1066
 GV1066                          STATION RECOVERY (2004)
 GV1066
 GV1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1121 ***********************************************************************
 GV1121  DESIGNATION -  D 275
 GV1121  PID         -  GV1121
 GV1121  STATE/COUNTY-  VA/KING AND QUEEN
 GV1121  USGS QUAD   -  TRUHART (1989)
 GV1121
 GV1121                         *CURRENT SURVEY CONTROL
 GV1121  ___________________________________________________________________
 GV1121* NAD 83(1986)-  37 43 31.     (N)    076 47 01.     (W)     SCALED    
 GV1121* NAVD 88     -        20.979  (meters)      68.83   (feet)  ADJUSTED  
 GV1121  ___________________________________________________________________
 GV1121  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 GV1121  DYNAMIC HT  -          20.965 (meters)      68.78  (feet)  COMP
 GV1121  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 GV1121
 GV1121  VERT ORDER  -  SECOND    CLASS 0
 GV1121
 GV1121.The horizontal coordinates were scaled from a topographic map and have
 GV1121.an estimated accuracy of +/- 6 seconds.
 GV1121
 GV1121.The orthometric height was determined by differential leveling
 GV1121.and adjusted by the National Geodetic Survey in June 1991..
 GV1121
 GV1121.The geoid height was determined by GEOID03.
 GV1121
 GV1121.The dynamic height is computed by dividing the NAVD 88
 GV1121.geopotential number by the normal gravity value computed on the
 GV1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1121.degrees latitude (g = 980.6199 gals.).
 GV1121
 GV1121.The modeled gravity was interpolated from observed gravity values.
 GV1121
 GV1121;                    North         East    Units  Estimated Accuracy
 GV1121;SPC VA S     - 1,155,850.    3,651,300.      MT  (+/- 180 meters Scaled)
 GV1121
 GV1121                          SUPERSEDED SURVEY CONTROL
 GV1121
 GV1121  NGVD 29 (??/??/??)   21.334  (m)           69.99   (f) ADJUSTED    2 0
 GV1121
 GV1121.Superseded values are not recommended for survey control.
 GV1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1121.See file dsdata.txt to determine how the superseded data were derived.
 GV1121
 GV1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG428768(NAD 83)
 GV1121_MARKER: DB = BENCH MARK DISK
 GV1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1121_STAMPING: D 275 1942
 GV1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1121+STABILITY: SURFACE MOTION
 GV1121
 GV1121  HISTORY     - Date     Condition        Report By
 GV1121  HISTORY     - 1942     MONUMENTED       CGS
 GV1121  HISTORY     - 1962     GOOD             CGS
 GV1121  HISTORY     - 19941115 MARK NOT FOUND   USPSQD
 GV1121  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1121  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1121
 GV1121                          STATION DESCRIPTION
 GV1121
 GV1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1121'3.3 MI S FROM INO.
 GV1121'2.0 MILES NORTH ALONG SECONDARY STATE HIGHWAY 610 FROM THE POST
 GV1121'OFFICE AT DRAGONVILLE, KING AND QUEEN COUNTY, 1.1 MILES SOUTHEAST
 GV1121'OF THE T-JUNCTION OF SECONDARY STATE HIGHWAY 615 LEADING NORTHEAST,
 GV1121'0.1 MILE NORTHWEST OF THE CROSSING OF HOLMES SWAMP, 40 YARDS
 GV1121'NORTHWEST OF AN OLD SAWDUST PILE, AT THE T-JUNCTION OF A WOODS
 GV1121'ROAD LEADING NORTHEAST, 37 FEET NORTHEAST OF THE CENTERLINE OF THE
 GV1121'HIGHWAY, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE WOODS ROAD,
 GV1121'AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV1121'DISK, STAMPED D 275 1942 AND SET IN THE TOP OF A CONCRETE POST. NOTE-
 GV1121'STATE HIGHWAY 610 IS NO LONGER MAINTAINED ACROSS HOLMES SWAMP AND
 GV1121'THIS MARK WAS RECOVERED FROM THE NORTH SIDE OF SWAMP.  THE LAST
 GV1121'0.2 MILE IS IMPASSABLE WITH ANY TYPE VEHICLE.
 GV1121
 GV1121                          STATION RECOVERY (1994)
 GV1121
 GV1121'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1121'MARK NOT FOUND.
 GV1121
 GV1121                          STATION RECOVERY (2000)
 GV1121
 GV1121'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1121'MARK NOT FOUND.
 GV1121
 GV1121                          STATION RECOVERY (2004)
 GV1121
 GV1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1792 ***********************************************************************
 GV1792  DESIGNATION -  D 276
 GV1792  PID         -  GV1792
 GV1792  STATE/COUNTY-  VA/HENRICO
 GV1792  USGS QUAD   -  ROXBURY (1994)
 GV1792
 GV1792                         *CURRENT SURVEY CONTROL
 GV1792  ___________________________________________________________________
 GV1792* NAD 83(1986)-  37 25 11.     (N)    077 14 42.     (W)     SCALED    
 GV1792* NAVD 88     -        22.637  (meters)      74.27   (feet)  ADJUSTED  
 GV1792  ___________________________________________________________________
 GV1792  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GV1792  DYNAMIC HT  -          22.622 (meters)      74.22  (feet)  COMP
 GV1792  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 GV1792
 GV1792  VERT ORDER  -  SECOND    CLASS 0
 GV1792
 GV1792.The horizontal coordinates were scaled from a topographic map and have
 GV1792.an estimated accuracy of +/- 6 seconds.
 GV1792
 GV1792.The orthometric height was determined by differential leveling
 GV1792.and adjusted by the National Geodetic Survey in June 1991..
 GV1792
 GV1792.The geoid height was determined by GEOID03.
 GV1792
 GV1792.The dynamic height is computed by dividing the NAVD 88
 GV1792.geopotential number by the normal gravity value computed on the
 GV1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1792.degrees latitude (g = 980.6199 gals.).
 GV1792
 GV1792.The modeled gravity was interpolated from observed gravity values.
 GV1792
 GV1792;                    North         East    Units  Estimated Accuracy
 GV1792;SPC VA S     - 1,121,300.    3,611,080.      MT  (+/- 180 meters Scaled)
 GV1792
 GV1792                          SUPERSEDED SURVEY CONTROL
 GV1792
 GV1792  NGVD 29 (??/??/??)   22.974  (m)           75.37   (f) ADJUSTED    2 0
 GV1792
 GV1792.Superseded values are not recommended for survey control.
 GV1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1792.See file dsdata.txt to determine how the superseded data were derived.
 GV1792
 GV1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG013438(NAD 83)
 GV1792_MARKER: DB = BENCH MARK DISK
 GV1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1792_SP_SET: BRIDGE
 GV1792_STAMPING: D 276 1942
 GV1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1792+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV1792
 GV1792  HISTORY     - Date     Condition        Report By
 GV1792  HISTORY     - 1942     MONUMENTED       CGS
 GV1792  HISTORY     - 1989     GOOD             USPSQD
 GV1792  HISTORY     - 19961116 GOOD             USPSQD
 GV1792  HISTORY     - 20001208 GOOD             USPSQD
 GV1792  HISTORY     - 20050212 GOOD             USPSQD
 GV1792
 GV1792                          STATION DESCRIPTION
 GV1792
 GV1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1792'4.8 MI S FROM ELKO.
 GV1792'4.8 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE CHESAPEAKE AND
 GV1792'OHIO RAILWAY STATION AT ELKO, HENRICO COUNTY, AT THE NORTHEAST
 GV1792'END OF A NORTHEAST-TO-WEST CURVE, AT A BRIDGE, IN THE NORTHEAST
 GV1792'CORNER OF THE SOUTHEAST WALL, AND 13.5 FEET SOUTHEAST OF THE CENTER
 GV1792'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 276 1942.
 GV1792
 GV1792                          STATION RECOVERY (1989)
 GV1792
 GV1792'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRM)
 GV1792'RECOVERED IN GOOD CONDITION.
 GV1792
 GV1792                          STATION RECOVERY (1996)
 GV1792
 GV1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1792'RECOVERED IN GOOD CONDITION.
 GV1792
 GV1792                          STATION RECOVERY (2000)
 GV1792
 GV1792'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1792'RECOVERED IN GOOD CONDITION.
 GV1792
 GV1792                          STATION RECOVERY (2005)
 GV1792
 GV1792'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0464 ***********************************************************************
 GV0464  DESIGNATION -  D 277
 GV0464  PID         -  GV0464
 GV0464  STATE/COUNTY-  VA/CHARLES CITY
 GV0464  USGS QUAD   -  BRANDON (1980)
 GV0464
 GV0464                         *CURRENT SURVEY CONTROL
 GV0464  ___________________________________________________________________
 GV0464* NAD 83(1986)-  37 16 51.     (N)    076 55 01.     (W)     SCALED    
 GV0464* NAVD 88     -         9.774  (meters)      32.07   (feet)  ADJUSTED  
 GV0464  ___________________________________________________________________
 GV0464  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 GV0464  DYNAMIC HT  -           9.767 (meters)      32.04  (feet)  COMP
 GV0464  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 GV0464
 GV0464  VERT ORDER  -  FIRST     CLASS I
 GV0464
 GV0464.The horizontal coordinates were scaled from a topographic map and have
 GV0464.an estimated accuracy of +/- 6 seconds.
 GV0464
 GV0464.The orthometric height was determined by differential leveling
 GV0464.and adjusted by the National Geodetic Survey in June 1991..
 GV0464
 GV0464.The geoid height was determined by GEOID03.
 GV0464
 GV0464.The dynamic height is computed by dividing the NAVD 88
 GV0464.geopotential number by the normal gravity value computed on the
 GV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0464.degrees latitude (g = 980.6199 gals.).
 GV0464
 GV0464.The modeled gravity was interpolated from observed gravity values.
 GV0464
 GV0464;                    North         East    Units  Estimated Accuracy
 GV0464;SPC VA S     - 1,106,330.    3,640,380.      MT  (+/- 180 meters Scaled)
 GV0464
 GV0464                          SUPERSEDED SURVEY CONTROL
 GV0464
 GV0464  NGVD 29 (??/??/??)   10.009  (m)           32.84   (f) ADJUSTED    1 1
 GV0464
 GV0464.Superseded values are not recommended for survey control.
 GV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0464.See file dsdata.txt to determine how the superseded data were derived.
 GV0464
 GV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG300277(NAD 83)
 GV0464_MARKER: DB = BENCH MARK DISK
 GV0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0464_STAMPING: D 277 1942
 GV0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0464+STABILITY: SURFACE MOTION
 GV0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0464+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0464
 GV0464  HISTORY     - Date     Condition        Report By
 GV0464  HISTORY     - 1942     MONUMENTED       CGS
 GV0464  HISTORY     - 1971     GOOD             NGS
 GV0464  HISTORY     - 19960309 GOOD             USPSQD
 GV0464  HISTORY     - 20000927 GOOD             USPSQD
 GV0464  HISTORY     - 20010331 GOOD             NGS
 GV0464
 GV0464                          STATION DESCRIPTION
 GV0464
 GV0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0464'13 MI W FROM WILLIAMSBURG.
 GV0464'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0464'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 11.5 MILES
 GV0464'WEST ALONG STATE HIGHWAY 5, 0.2 MILE NORTHWEST OF THE JUNCTION
 GV0464'OF A DIRT ROAD THAT LEADS EAST, 31 1/2 FEET NORTHEAST OF THE
 GV0464'CENTER LINE OF THE HIGHWAY, 80 FEET SOUTHEAST OF TELEPHONE POLE
 GV0464'NUMBER 208, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 GV0464'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 GV0464'OF A CONCRETE POST PROJECTING 1 INCH.
 GV0464
 GV0464                          STATION RECOVERY (1996)
 GV0464
 GV0464'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0464'RECOVERED IN GOOD CONDITION.
 GV0464
 GV0464                          STATION RECOVERY (2000)
 GV0464
 GV0464'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0464'RECOVERED IN GOOD CONDITION.
 GV0464
 GV0464                          STATION RECOVERY (2001)
 GV0464
 GV0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0439 ***********************************************************************
 GV0439  DESIGNATION -  D 278
 GV0439  PID         -  GV0439
 GV0439  STATE/COUNTY-  VA/SURRY
 GV0439  USGS QUAD   -  CLAREMONT (1986)
 GV0439
 GV0439                         *CURRENT SURVEY CONTROL
 GV0439  ___________________________________________________________________
 GV0439* NAD 83(1986)-  37 10 27.     (N)    076 58 06.     (W)     SCALED    
 GV0439* NAVD 88     -        30.453  (meters)      99.91   (feet)  ADJUSTED  
 GV0439  ___________________________________________________________________
 GV0439  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 GV0439  DYNAMIC HT  -          30.431 (meters)      99.84  (feet)  COMP
 GV0439  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 GV0439
 GV0439  VERT ORDER  -  FIRST     CLASS I
 GV0439
 GV0439.The horizontal coordinates were scaled from a topographic map and have
 GV0439.an estimated accuracy of +/- 6 seconds.
 GV0439
 GV0439.The orthometric height was determined by differential leveling
 GV0439.and adjusted by the National Geodetic Survey in June 1991..
 GV0439
 GV0439.The geoid height was determined by GEOID03.
 GV0439
 GV0439.The dynamic height is computed by dividing the NAVD 88
 GV0439.geopotential number by the normal gravity value computed on the
 GV0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0439.degrees latitude (g = 980.6199 gals.).
 GV0439
 GV0439.The modeled gravity was interpolated from observed gravity values.
 GV0439
 GV0439;                    North         East    Units  Estimated Accuracy
 GV0439;SPC VA S     - 1,094,410.    3,636,010.      MT  (+/- 180 meters Scaled)
 GV0439
 GV0439                          SUPERSEDED SURVEY CONTROL
 GV0439
 GV0439  NGVD 29 (??/??/??)   30.688  (m)          100.68   (f) ADJUSTED    1 1
 GV0439
 GV0439.Superseded values are not recommended for survey control.
 GV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0439.See file dsdata.txt to determine how the superseded data were derived.
 GV0439
 GV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG252160(NAD 83)
 GV0439_MARKER: DB = BENCH MARK DISK
 GV0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0439_STAMPING: D 278 1942
 GV0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0439+STABILITY: SURFACE MOTION
 GV0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0439+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0439
 GV0439  HISTORY     - Date     Condition        Report By
 GV0439  HISTORY     - 1942     MONUMENTED       CGS
 GV0439  HISTORY     - 1971     GOOD             NGS
 GV0439  HISTORY     - 19970308 GOOD             USPSQD
 GV0439  HISTORY     - 20020223 GOOD             USPSQD
 GV0439
 GV0439                          STATION DESCRIPTION
 GV0439
 GV0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0439'0.7 MI N FROM SPRING GROVE.
 GV0439'ABOUT 0.7 MILE NORTH ALONG COUNTY ROAD NO. T 646 FROM THE
 GV0439'INTERSECTION OF STATE HIGHWAYS 10 AND 40 AND COUNTY ROAD T 646
 GV0439'AT SPRING GROVE, 28 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 GV0439'OF THE COUNTY ROAD AND A DRIVEWAY LEADING WEST TO A TWO STORY
 GV0439'FARM HOUSE, 20 1/2 FEET WEST OF THE CENTER LINE OF THE COUNTY
 GV0439'ROAD, 57 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TWO
 GV0439'STORY HOUSE, 15 1/2 FEET SOUTH OF TELEPHONE POLE NO. 435, 1 FOOT
 GV0439'EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE COUNTY
 GV0439'ROAD AND SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 5
 GV0439'INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0439
 GV0439                          STATION RECOVERY (1997)
 GV0439
 GV0439'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0439'RECOVERED IN GOOD CONDITION.
 GV0439
 GV0439                          STATION RECOVERY (2002)
 GV0439
 GV0439'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1807 ***********************************************************************
 GV1807  DESIGNATION -  D 279
 GV1807  PID         -  GV1807
 GV1807  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1807  USGS QUAD   -  WESTOVER (1994)
 GV1807
 GV1807                         *CURRENT SURVEY CONTROL
 GV1807  ___________________________________________________________________
 GV1807* NAD 83(1986)-  37 15 11.     (N)    077 10 04.     (W)     SCALED    
 GV1807* NAVD 88     -        18.318  (meters)      60.10   (feet)  ADJUSTED  
 GV1807  ___________________________________________________________________
 GV1807  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 GV1807  DYNAMIC HT  -          18.305 (meters)      60.06  (feet)  COMP
 GV1807  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 GV1807
 GV1807  VERT ORDER  -  SECOND    CLASS 0
 GV1807
 GV1807.The horizontal coordinates were scaled from a topographic map and have
 GV1807.an estimated accuracy of +/- 6 seconds.
 GV1807
 GV1807.The orthometric height was determined by differential leveling
 GV1807.and adjusted by the National Geodetic Survey in June 1991..
 GV1807
 GV1807.The geoid height was determined by GEOID03.
 GV1807
 GV1807.The dynamic height is computed by dividing the NAVD 88
 GV1807.geopotential number by the normal gravity value computed on the
 GV1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1807.degrees latitude (g = 980.6199 gals.).
 GV1807
 GV1807.The modeled gravity was interpolated from observed gravity values.
 GV1807
 GV1807;                    North         East    Units  Estimated Accuracy
 GV1807;SPC VA S     - 1,102,900.    3,618,180.      MT  (+/- 180 meters Scaled)
 GV1807
 GV1807                          SUPERSEDED SURVEY CONTROL
 GV1807
 GV1807  NGVD 29 (??/??/??)   18.669  (m)           61.25   (f) ADJUSTED    2 0
 GV1807
 GV1807.Superseded values are not recommended for survey control.
 GV1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1807.See file dsdata.txt to determine how the superseded data were derived.
 GV1807
 GV1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG077251(NAD 83)
 GV1807_MARKER: DB = BENCH MARK DISK
 GV1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1807_STAMPING: D 279 1942
 GV1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1807+STABILITY: SURFACE MOTION
 GV1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1807+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003
 GV1807
 GV1807  HISTORY     - Date     Condition        Report By
 GV1807  HISTORY     - 1942     MONUMENTED       CGS
 GV1807  HISTORY     - 1961     GOOD             CGS
 GV1807  HISTORY     - 19980418 GOOD             USPSQD
 GV1807  HISTORY     - 20030322 GOOD             USPSQD
 GV1807
 GV1807                          STATION DESCRIPTION
 GV1807
 GV1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1807'0.6 MI NW FROM GARYSVILLE.
 GV1807'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 GV1807'STATE HIGHWAY 106 AT GARYSVILLE, PRINCE GEORGE COUNTY, AT A
 GV1807'ROAD INTERSECTION, IN THE WEST QUARTER OF THE INTERSECTION, 39
 GV1807'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHWEST
 GV1807'OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 10 FEET NORTH
 GV1807'OF THE NORTHWEST GATEPOST, 6.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 GV1807'FENCE, AND 0.8 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.
 GV1807'A STANDARD DISK, STAMPED D 279 1942 AND SET IN THE TOP OF A CONCRETE
 GV1807'POST.  NOTE-- HIGHWAY 106 IS NOW 609 AND THE WHITE WITNESS POST
 GV1807'WAS REPLACED WITH A CGS WITNESS SIGN.
 GV1807
 GV1807                          STATION RECOVERY (1998)
 GV1807
 GV1807'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1807'RECOVERED IN GOOD CONDITION.
 GV1807
 GV1807                          STATION RECOVERY (2003)
 GV1807
 GV1807'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1596 ***********************************************************************
 GV1596  DESIGNATION -  D 28
 GV1596  PID         -  GV1596
 GV1596  STATE/COUNTY-  VA/SUSSEX
 GV1596  USGS QUAD   -  WAVERLY (1980)
 GV1596
 GV1596                         *CURRENT SURVEY CONTROL
 GV1596  ___________________________________________________________________
 GV1596* NAD 83(1986)-  37 02 11.     (N)    077 05 39.     (W)     SCALED    
 GV1596* NAVD 88     -        35.690  (meters)     117.09   (feet)  ADJUSTED  
 GV1596  ___________________________________________________________________
 GV1596  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1596  DYNAMIC HT  -          35.664 (meters)     117.01  (feet)  COMP
 GV1596  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 GV1596
 GV1596  VERT ORDER  -  FIRST     CLASS II
 GV1596
 GV1596.The horizontal coordinates were scaled from a topographic map and have
 GV1596.an estimated accuracy of +/- 6 seconds.
 GV1596
 GV1596.The orthometric height was determined by differential leveling
 GV1596.and adjusted by the National Geodetic Survey in June 1991..
 GV1596
 GV1596.The geoid height was determined by GEOID03.
 GV1596
 GV1596.The dynamic height is computed by dividing the NAVD 88
 GV1596.geopotential number by the normal gravity value computed on the
 GV1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1596.degrees latitude (g = 980.6199 gals.).
 GV1596
 GV1596.The modeled gravity was interpolated from observed gravity values.
 GV1596
 GV1596;                    North         East    Units  Estimated Accuracy
 GV1596;SPC VA S     - 1,078,950.    3,625,070.      MT  (+/- 180 meters Scaled)
 GV1596
 GV1596                          SUPERSEDED SURVEY CONTROL
 GV1596
 GV1596  NGVD 29 (??/??/??)   36.024  (m)          118.19   (f) ADJUSTED    1 2
 GV1596
 GV1596.Superseded values are not recommended for survey control.
 GV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1596.See file dsdata.txt to determine how the superseded data were derived.
 GV1596
 GV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG137009(NAD 83)
 GV1596_MARKER: DB = BENCH MARK DISK
 GV1596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1596_SP_SET: BUILDING
 GV1596_STAMPING: D-28 1932
 GV1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1596
 GV1596  HISTORY     - Date     Condition        Report By
 GV1596  HISTORY     - 1932     MONUMENTED       CGS
 GV1596  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1596  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1596
 GV1596                          STATION DESCRIPTION
 GV1596
 GV1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV1596'AT WAVERLY.
 GV1596'AT WAVERLY, 200 FEET WEST OF THE RAILWAY STATION OF THE NORFOLK
 GV1596'AND WESTERN RAILWAY, ON THE MAIN STREET OF THE TOWN, AT THE
 GV1596'BUILDING OCCUPIED BY THE BANK OF WAVERLY, IN THE NORTHEAST
 GV1596'FACE OF THE BUILDING, AT THE NORTHWEST CORNER, ABOUT 5 FEET
 GV1596'ABOVE THE SURFACE OF THE GROUND.
 GV1596
 GV1596                          STATION RECOVERY (1997)
 GV1596
 GV1596'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1596'MARK NOT FOUND.
 GV1596
 GV1596                          STATION RECOVERY (2002)
 GV1596
 GV1596'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1597 ***********************************************************************
 GV1597  DESIGNATION -  D 28 RESET 1964
 GV1597  PID         -  GV1597
 GV1597  STATE/COUNTY-  VA/SUSSEX
 GV1597  USGS QUAD   -  WAVERLY (1980)
 GV1597
 GV1597                         *CURRENT SURVEY CONTROL
 GV1597  ___________________________________________________________________
 GV1597* NAD 83(1986)-  37 02 11.     (N)    077 05 39.     (W)     SCALED    
 GV1597* NAVD 88     -        34.26   (meters)     112.4    (feet)  RESET     
 GV1597  ___________________________________________________________________
 GV1597  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1597
 GV1597  VERT ORDER  -  THIRD
 GV1597
 GV1597.The horizontal coordinates were scaled from a topographic map and have
 GV1597.an estimated accuracy of +/- 6 seconds.
 GV1597
 GV1597.The orthometric height was computed from unverified reset data.
 GV1597.No vertical observational check was made to the station.
 GV1597
 GV1597.The geoid height was determined by GEOID03.
 GV1597
 GV1597;                    North         East    Units  Estimated Accuracy
 GV1597;SPC VA S     - 1,078,950.    3,625,070.      MT  (+/- 180 meters Scaled)
 GV1597
 GV1597                          SUPERSEDED SURVEY CONTROL
 GV1597
 GV1597  NGVD 29 (??/??/??)   34.60   (m)          113.5    (f) RESET       3  
 GV1597
 GV1597.Superseded values are not recommended for survey control.
 GV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1597.See file dsdata.txt to determine how the superseded data were derived.
 GV1597
 GV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG137009(NAD 83)
 GV1597_MARKER: DB = BENCH MARK DISK
 GV1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1597_SP_SET: SIDEWALK
 GV1597_STAMPING: D 28 RESET 1964
 GV1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1597+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 GV1597
 GV1597  HISTORY     - Date     Condition        Report By
 GV1597  HISTORY     - 1964     MONUMENTED       CGS
 GV1597  HISTORY     - 1966     GOOD             CGS
 GV1597  HISTORY     - 19971004 GOOD             USPSQD
 GV1597  HISTORY     - 20020115 GOOD             USPSQD
 GV1597
 GV1597                          STATION DESCRIPTION
 GV1597
 GV1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GV1597'AT WAVERLY.
 GV1597'AT WAVERLY, SUSSEX COUNTY, 30 FEET NORTH OF THE NORTHWEST
 GV1597'CORNER OF THE BANK OF WAVERLY, 38 FEET EAST OF THE CENTERLINE
 GV1597'OF BANK STREET, 29.5 FEET SOUTH OF THE CENTERLINE OF MAIN STREET
 GV1597'AND 6 INCHES NORTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK.
 GV1597'A STANDARD DISK SET FLUSH IN THE CONCRETE SIDEWALK AND STAMPED
 GV1597'D 28 RESET 1964.
 GV1597
 GV1597                          STATION RECOVERY (1997)
 GV1597
 GV1597'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1597'RECOVERED IN GOOD CONDITION.
 GV1597
 GV1597                          STATION RECOVERY (2002)
 GV1597
 GV1597'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1821 ***********************************************************************
 GV1821  DESIGNATION -  D 280
 GV1821  PID         -  GV1821
 GV1821  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1821  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1821
 GV1821                         *CURRENT SURVEY CONTROL
 GV1821  ___________________________________________________________________
 GV1821* NAD 83(1986)-  37 10 11.     (N)    077 09 35.     (W)     SCALED    
 GV1821* NAVD 88     -        40.101  (meters)     131.56   (feet)  POSTED    
 GV1821  ___________________________________________________________________
 GV1821  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 GV1821  DYNAMIC HT  -          40.070 (meters)     131.46  (feet)  COMP
 GV1821  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 GV1821
 GV1821  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1821
 GV1821.The horizontal coordinates were scaled from a topographic map and have
 GV1821.an estimated accuracy of +/- 6 seconds.
 GV1821
 GV1821.The orthometric height was determined by differential leveling
 GV1821.and adjusted by the National Geodetic Survey in 1992..
 GV1821.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1821.rate of 0.0 thru 1.0 mm/km.
 GV1821
 GV1821.The geoid height was determined by GEOID03.
 GV1821
 GV1821.The dynamic height is computed by dividing the NAVD 88
 GV1821.geopotential number by the normal gravity value computed on the
 GV1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1821.degrees latitude (g = 980.6199 gals.).
 GV1821
 GV1821.The modeled gravity was interpolated from observed gravity values.
 GV1821
 GV1821;                    North         East    Units  Estimated Accuracy
 GV1821;SPC VA S     - 1,093,660.    3,619,030.      MT  (+/- 180 meters Scaled)
 GV1821
 GV1821                          SUPERSEDED SURVEY CONTROL
 GV1821
 GV1821  NGVD 29 (??/??/??)   40.441  (m)          132.68   (f) ADJUSTED    2 0
 GV1821
 GV1821.Superseded values are not recommended for survey control.
 GV1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1821.See file dsdata.txt to determine how the superseded data were derived.
 GV1821
 GV1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG082158(NAD 83)
 GV1821_MARKER: DB = BENCH MARK DISK
 GV1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1821_STAMPING: D 280 1942
 GV1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1821+STABILITY: SURFACE MOTION
 GV1821
 GV1821  HISTORY     - Date     Condition        Report By
 GV1821  HISTORY     - 1942     MONUMENTED       CGS
 GV1821  HISTORY     - 1961     GOOD             CGS
 GV1821  HISTORY     - 19980506 GOOD             USPSQD
 GV1821
 GV1821                          STATION DESCRIPTION
 GV1821
 GV1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1821'1.2 MI SW FROM NEWVILLE.
 GV1821'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 154 FROM THE INTERSECTION
 GV1821'OF SECONDARY STATE HIGHWAY 616 AT NEWVILLE, PRINCE GEORGE COUNTY,
 GV1821'AT THE SOUTHEAST EDGE OF A WOODS, 22 FEET NORTHWEST OF THE
 GV1821'CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A TRIANGULAR-BLAZED
 GV1821'24-INCH OAK TREE, 8 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 28-INCH
 GV1821'OAK TREE, AND 0.6 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 GV1821'A STANDARD DISK, STAMPED D 280 1942 AND SET IN THE TOP OF A
 GV1821'CONCRETE POST.  NOTE-- HIGHWAY 154 IS NOW 625 AND WHITE POST WAS
 GV1821'REPLACED WITH A CGS SIGN.  THE MARK IS 0.2 MILE NORTH OF HIGHWAY
 GV1821'611 AND A CHURCH.  IT IS 125 FEET NORTH OF POWER POLE NO. N
 GV1821'52-R-19.
 GV1821
 GV1821                          STATION RECOVERY (1998)
 GV1821
 GV1821'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0975 ***********************************************************************
 FX0975  DESIGNATION -  D 281
 FX0975  PID         -  FX0975
 FX0975  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0975  USGS QUAD   -  SMITHFIELD (1989)
 FX0975
 FX0975                         *CURRENT SURVEY CONTROL
 FX0975  ___________________________________________________________________
 FX0975* NAD 83(1986)-  36 59 37.     (N)    076 37 44.     (W)     SCALED    
 FX0975* NAVD 88     -        11.974  (meters)      39.28   (feet)  POSTED    
 FX0975  ___________________________________________________________________
 FX0975  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 FX0975  DYNAMIC HT  -          11.970 (meters)      39.27  (feet)  COMP
 FX0975  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 FX0975
 FX0975  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0975
 FX0975.The horizontal coordinates were scaled from a topographic map and have
 FX0975.an estimated accuracy of +/- 6 seconds.
 FX0975
 FX0975.The orthometric height was determined by differential leveling
 FX0975.and adjusted by the National Geodetic Survey in 1992..
 FX0975.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0975.rate of 0.0 thru 1.0 mm/km.
 FX0975
 FX0975.The geoid height was determined by GEOID03.
 FX0975
 FX0975.The dynamic height is computed by dividing the NAVD 88
 FX0975.geopotential number by the normal gravity value computed on the
 FX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0975.degrees latitude (g = 980.6199 gals.).
 FX0975
 FX0975.The modeled gravity was interpolated from observed gravity values.
 FX0975
 FX0975;                    North         East    Units  Estimated Accuracy
 FX0975;SPC VA S     - 1,074,920.    3,666,550.      MT  (+/- 180 meters Scaled)
 FX0975
 FX0975                          SUPERSEDED SURVEY CONTROL
 FX0975
 FX0975  NGVD 29 (??/??/92)   12.369  (m)           40.58   (f) ADJ UNCH    2 0
 FX0975
 FX0975.Superseded values are not recommended for survey control.
 FX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0975.See file dsdata.txt to determine how the superseded data were derived.
 FX0975
 FX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF550954(NAD 83)
 FX0975_MARKER: DB = BENCH MARK DISK
 FX0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0975+STABILITY: SURFACE MOTION
 FX0975
 FX0975  HISTORY     - Date     Condition        Report By
 FX0975  HISTORY     - UNK      MONUMENTED       CGS
 FX0975  HISTORY     - 1942     GOOD             NGS
 FX0975  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0975
 FX0975                          STATION DESCRIPTION
 FX0975
 FX0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX0975'1 MI NW FROM SMITHFIELD.
 FX0975'1.0 MILE NORTHWEST ALONG STATE HIGHWAY NO. 10 FROM THE POST
 FX0975'OFFICE AT SMITHFIELD, AT THE INTERSECTION OF THE HIGHWAY AND
 FX0975'ROAD NO. 666, 39 FEET WEST OF CENTER-LINE OF THE HIGHWAY, 28
 FX0975'FEET SOUTH OF CENTER-LINE OF 666, 7.5 FEET WEST OF POLE NO.
 FX0975'SB-10-A, 1.0 FOOT EAST OF REFERENCE POST.  BENCH MARK DISK SET
 FX0975'IN TOP OF CONCRETE POST.
 FX0975
 FX0975                          STATION RECOVERY (2001)
 FX0975
 FX0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0984 ***********************************************************************
 FX0984  DESIGNATION -  D 282
 FX0984  PID         -  FX0984
 FX0984  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0984  USGS QUAD   -  SMITHFIELD (1989)
 FX0984
 FX0984                         *CURRENT SURVEY CONTROL
 FX0984  ___________________________________________________________________
 FX0984* NAD 83(1986)-  36 54 40.     (N)    076 42 13.     (W)     SCALED    
 FX0984* NAVD 88     -        24.390  (meters)      80.02   (feet)  POSTED    
 FX0984  ___________________________________________________________________
 FX0984  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 FX0984  DYNAMIC HT  -          24.370 (meters)      79.95  (feet)  COMP
 FX0984  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 FX0984
 FX0984  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0984
 FX0984.The horizontal coordinates were scaled from a topographic map and have
 FX0984.an estimated accuracy of +/- 6 seconds.
 FX0984
 FX0984.The orthometric height was determined by differential leveling
 FX0984.and adjusted by the National Geodetic Survey in 1992..
 FX0984.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0984.rate of 1.1 thru 2.0 mm/km.
 FX0984
 FX0984.The geoid height was determined by GEOID03.
 FX0984
 FX0984.The dynamic height is computed by dividing the NAVD 88
 FX0984.geopotential number by the normal gravity value computed on the
 FX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0984.degrees latitude (g = 980.6199 gals.).
 FX0984
 FX0984.The modeled gravity was interpolated from observed gravity values.
 FX0984
 FX0984;                    North         East    Units  Estimated Accuracy
 FX0984;SPC VA S     - 1,065,640.    3,660,070.      MT  (+/- 180 meters Scaled)
 FX0984
 FX0984                          SUPERSEDED SURVEY CONTROL
 FX0984
 FX0984  NGVD 29 (??/??/92)   24.785  (m)           81.32   (f) ADJ UNCH    2 0
 FX0984
 FX0984.Superseded values are not recommended for survey control.
 FX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0984.See file dsdata.txt to determine how the superseded data were derived.
 FX0984
 FX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF482863(NAD 83)
 FX0984_MARKER: DB = BENCH MARK DISK
 FX0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0984_STAMPING: D 282 1942
 FX0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0984+STABILITY: SURFACE MOTION
 FX0984
 FX0984  HISTORY     - Date     Condition        Report By
 FX0984  HISTORY     - 1942     MONUMENTED       CGS
 FX0984  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX0984  HISTORY     - 20020309 MARK NOT FOUND   USPSQD
 FX0984
 FX0984                          STATION DESCRIPTION
 FX0984
 FX0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0984'0.4 MI NE FROM ISLE OF WIGHT.
 FX0984'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL
 FX0984'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT THE JUNCTION
 FX0984'OF SECONDARY STATE HIGHWAY 692 LEADING SOUTHEAST, 36 FEET
 FX0984'SOUTHWEST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 692, 25.5
 FX0984'FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 258, 4.4 FEET
 FX0984'SOUTHEAST OF A FENCE PARALLELING STATE HIGHWAY 258, 4.3 FEET
 FX0984'SOUTH OF A FENCE CORNER, 3 FEET SOUTHWEST OF A FENCE PARALLELING
 FX0984'SECONDARY STATE HIGHWAY 692, AND 0.7 FOOT NORTHWEST OF A WHITE
 FX0984'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 282 1942 AND
 FX0984'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  ROAD
 FX0984'CORNERS HAVE BEEN ROUNDED OFF AND WITNESS MEASUREMENTS PLACE
 FX0984'STATION ON THE SLOPE OF THE BANK.
 FX0984
 FX0984                          STATION RECOVERY (2002)
 FX0984
 FX0984'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0984'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0996 ***********************************************************************
 GV0996  DESIGNATION -  D 284
 GV0996  PID         -  GV0996
 GV0996  STATE/COUNTY-  VA/KING AND QUEEN
 GV0996  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV0996
 GV0996                         *CURRENT SURVEY CONTROL
 GV0996  ___________________________________________________________________
 GV0996* NAD 83(1986)-  37 41 02.     (N)    076 53 34.     (W)     SCALED    
 GV0996* NAVD 88     -        17.460  (meters)      57.28   (feet)  ADJUSTED  
 GV0996  ___________________________________________________________________
 GV0996  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV0996  DYNAMIC HT  -          17.448 (meters)      57.24  (feet)  COMP
 GV0996  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 GV0996
 GV0996  VERT ORDER  -  SECOND    CLASS 0
 GV0996
 GV0996.The horizontal coordinates were scaled from a topographic map and have
 GV0996.an estimated accuracy of +/- 6 seconds.
 GV0996
 GV0996.The orthometric height was determined by differential leveling
 GV0996.and adjusted by the National Geodetic Survey in June 1991..
 GV0996
 GV0996.The geoid height was determined by GEOID03.
 GV0996
 GV0996.The dynamic height is computed by dividing the NAVD 88
 GV0996.geopotential number by the normal gravity value computed on the
 GV0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0996.degrees latitude (g = 980.6199 gals.).
 GV0996
 GV0996.The modeled gravity was interpolated from observed gravity values.
 GV0996
 GV0996;                    North         East    Units  Estimated Accuracy
 GV0996;SPC VA S     - 1,151,090.    3,641,760.      MT  (+/- 180 meters Scaled)
 GV0996
 GV0996                          SUPERSEDED SURVEY CONTROL
 GV0996
 GV0996  NGVD 29 (??/??/??)   17.826  (m)           58.48   (f) ADJUSTED    2 0
 GV0996
 GV0996.Superseded values are not recommended for survey control.
 GV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0996.See file dsdata.txt to determine how the superseded data were derived.
 GV0996
 GV0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG331724(NAD 83)
 GV0996_MARKER: DB = BENCH MARK DISK
 GV0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0996_STAMPING: D 284 1942
 GV0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0996+STABILITY: SURFACE MOTION
 GV0996
 GV0996  HISTORY     - Date     Condition        Report By
 GV0996  HISTORY     - 1942     MONUMENTED       CGS
 GV0996  HISTORY     - 1961     GOOD             CGS
 GV0996  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0996  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV0996  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV0996  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV0996
 GV0996                          STATION DESCRIPTION
 GV0996
 GV0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0996'1.3 MI NW FROM KING AND QUEEN.
 GV0996'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE COUNTY
 GV0996'COURTHOUSE AT KING AND QUEEN, KING AND QUEEN COUNTY, 0.35 MILE
 GV0996'NORTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 631 LEADING
 GV0996'SOUTH, AT THE Y-JUNCTION OF SECONDARY STATE HIGHWAY 631 LEADING
 GV0996'NORTHWEST, 26 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14,
 GV0996'25 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY
 GV0996'631, 11 FEET SOUTHEAST OF A 15-INCH SWEETGUM TREE, AND 1 FOOT WEST
 GV0996'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 284
 GV0996'1942 AND SET IN THE TOP OF A CONCRETE POST.  THE MARK IS 1.5 FEET
 GV0996'SOUTH OF A CGS WITNESS SIGN.
 GV0996
 GV0996                          STATION RECOVERY (1990)
 GV0996
 GV0996'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0996'MARK NOT FOUND.
 GV0996
 GV0996                          STATION RECOVERY (1994)
 GV0996
 GV0996'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0996'MARK NOT FOUND.
 GV0996
 GV0996                          STATION RECOVERY (2000)
 GV0996
 GV0996'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0996'MARK NOT FOUND.
 GV0996
 GV0996                          STATION RECOVERY (2004)
 GV0996
 GV0996'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0996 ***********************************************************************
 FX0996  DESIGNATION -  D 285
 FX0996  PID         -  FX0996
 FX0996  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0996  USGS QUAD   -  ZUNI (1990)
 FX0996
 FX0996                         *CURRENT SURVEY CONTROL
 FX0996  ___________________________________________________________________
 FX0996* NAD 83(1986)-  36 48 48.     (N)    076 50 57.     (W)     SCALED    
 FX0996* NAVD 88     -         8.701  (meters)      28.55   (feet)  POSTED    
 FX0996  ___________________________________________________________________
 FX0996  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 FX0996  DYNAMIC HT  -           8.690 (meters)      28.51  (feet)  COMP
 FX0996  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 FX0996
 FX0996  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0996
 FX0996.The horizontal coordinates were scaled from a topographic map and have
 FX0996.an estimated accuracy of +/- 6 seconds.
 FX0996
 FX0996.The orthometric height was determined by differential leveling
 FX0996.and adjusted by the National Geodetic Survey in 1992..
 FX0996.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0996.rate of 2.1 thru 3.0 mm/km.
 FX0996
 FX0996.The geoid height was determined by GEOID03.
 FX0996
 FX0996.The dynamic height is computed by dividing the NAVD 88
 FX0996.geopotential number by the normal gravity value computed on the
 FX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0996.degrees latitude (g = 980.6199 gals.).
 FX0996
 FX0996.The modeled gravity was interpolated from observed gravity values.
 FX0996
 FX0996;                    North         East    Units  Estimated Accuracy
 FX0996;SPC VA S     - 1,054,560.    3,647,290.      MT  (+/- 180 meters Scaled)
 FX0996
 FX0996                          SUPERSEDED SURVEY CONTROL
 FX0996
 FX0996  NGVD 29 (??/??/92)    9.120  (m)           29.92   (f) ADJ UNCH    2 0
 FX0996
 FX0996.Superseded values are not recommended for survey control.
 FX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0996.See file dsdata.txt to determine how the superseded data were derived.
 FX0996
 FX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF350757(NAD 83)
 FX0996_MARKER: DB = BENCH MARK DISK
 FX0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0996_STAMPING: D 285 1942
 FX0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0996+STABILITY: SURFACE MOTION
 FX0996
 FX0996  HISTORY     - Date     Condition        Report By
 FX0996  HISTORY     - 1942     MONUMENTED       CGS
 FX0996  HISTORY     - 1960     GOOD             NGS
 FX0996
 FX0996                          STATION DESCRIPTION
 FX0996
 FX0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0996'5.6 MI NE FROM BURDETTE.
 FX0996'IN ISLE OF WIGHT COUNTY, 2.0 MILES NORTH ALONG SECONDARY STATE
 FX0996'HIGHWAY 629 FROM THE POST OFFICE AT BURDETTE, SOUTHAMPTON COUNTY,
 FX0996'THENCE 0.4 MILE NORTH ALONG SECONDARY STATE HIGHWAY 635, THENCE
 FX0996'1.0 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 627, THENCE
 FX0996'1.4 MILES EAST ALONG SECONDARY STATE HIGHWAY 603, AND THENCE
 FX0996'0.8 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 614, 275 FEET
 FX0996'EAST OF A CREEK CROSSING THE ROAD, 27 FEET SOUTH OF THE CENTER
 FX0996'LINE OF THE ROAD, 15.4 FEET SOUTHEAST OF A PINE TREE WITH A
 FX0996'TRIANGULAR BLAZE ON THE NORTH SIDE, 15 FEET SOUTHWEST OF A PINE
 FX0996'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 8.6 FEET
 FX0996'NORTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE,
 FX0996'AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FX0996'DISK, STAMPED D 285 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX0996'A U.S.C. AND G.S. WITNESS SIGN WAS PLACED 19 FEET SOUTH OF THE
 FX0996'CENTER LINE OF HIGHWAY 614 AND 8.5 FEET NORTHWEST OF THE MARK
 FX0996'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1142 ***********************************************************************
 FX1142  DESIGNATION -  D 286
 FX1142  PID         -  FX1142
 FX1142  STATE/COUNTY-  VA/SUSSEX
 FX1142  USGS QUAD   -  MANRY (1969)
 FX1142
 FX1142                         *CURRENT SURVEY CONTROL
 FX1142  ___________________________________________________________________
 FX1142* NAD 83(1986)-  36 53 49.     (N)    077 05 41.     (W)     SCALED    
 FX1142* NAVD 88     -        32.287  (meters)     105.93   (feet)  POSTED    
 FX1142  ___________________________________________________________________
 FX1142  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX1142  DYNAMIC HT  -          32.260 (meters)     105.84  (feet)  COMP
 FX1142  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 FX1142
 FX1142  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1142
 FX1142.The horizontal coordinates were scaled from a topographic map and have
 FX1142.an estimated accuracy of +/- 6 seconds.
 FX1142
 FX1142.The orthometric height was determined by differential leveling
 FX1142.and adjusted by the National Geodetic Survey in 1992..
 FX1142.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1142.rate of 1.1 thru 2.0 mm/km.
 FX1142
 FX1142.The geoid height was determined by GEOID03.
 FX1142
 FX1142.The dynamic height is computed by dividing the NAVD 88
 FX1142.geopotential number by the normal gravity value computed on the
 FX1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1142.degrees latitude (g = 980.6199 gals.).
 FX1142
 FX1142.The modeled gravity was interpolated from observed gravity values.
 FX1142
 FX1142;                    North         East    Units  Estimated Accuracy
 FX1142;SPC VA S     - 1,063,480.    3,625,250.      MT  (+/- 180 meters Scaled)
 FX1142
 FX1142                          SUPERSEDED SURVEY CONTROL
 FX1142
 FX1142  NGVD 29 (??/??/92)   32.666  (m)          107.17   (f) ADJ UNCH    2 0
 FX1142
 FX1142.Superseded values are not recommended for survey control.
 FX1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1142.See file dsdata.txt to determine how the superseded data were derived.
 FX1142
 FX1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF133854(NAD 83)
 FX1142_MARKER: DB = BENCH MARK DISK
 FX1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1142_STAMPING: D 286 1942
 FX1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1142+STABILITY: SURFACE MOTION
 FX1142
 FX1142  HISTORY     - Date     Condition        Report By
 FX1142  HISTORY     - 1942     MONUMENTED       CGS
 FX1142  HISTORY     - 1960     GOOD             NGS
 FX1142  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 FX1142  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 FX1142
 FX1142                          STATION DESCRIPTION
 FX1142
 FX1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FX1142'2.6 MI NE FROM LITTLETON.
 FX1142'2.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 622 FROM THE
 FX1142'POST OFFICE AT LITTLETON, SUSSEX COUNTY, THENCE 1.8 MILES SOUTHEAST
 FX1142'ALONG SECONDARY STATE HIGHWAY 606, NEAR THE JUNCTION OF SECONDARY
 FX1142'STATE HIGHWAY 605 AND A CHURCH, ABOUT 140 FEET SOUTHEAST OF THE
 FX1142'SOUTHEAST CORNER OF THE CHURCH, BETWEEN TWO PRIVATE ROADS LEADING
 FX1142'WEST TO THE CHURCH, 67 FEET SOUTH OF THE CENTER LINE OF ONE
 FX1142'PRIVATE ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE OTHER
 FX1142'PRIVATE ROAD, 35 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 FX1142'AND 1.4 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FX1142'DISK, STAMPED D 286 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1142'NOTE-- IT IS NOW 4 FEET NORTH OF A POWER POLE.
 FX1142
 FX1142                          STATION RECOVERY (1960)
 FX1142
 FX1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1142'RECOVERED IN GOOD CONDITION.
 FX1142
 FX1142                          STATION RECOVERY (1997)
 FX1142
 FX1142'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1142'MARK NOT FOUND.
 FX1142
 FX1142                          STATION RECOVERY (2002)
 FX1142
 FX1142'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2620 ***********************************************************************
 FX2620  DESIGNATION -  D 286 RESET 1978
 FX2620  PID         -  FX2620
 FX2620  STATE/COUNTY-  VA/SUSSEX
 FX2620  USGS QUAD   -  MANRY (1969)
 FX2620
 FX2620                         *CURRENT SURVEY CONTROL
 FX2620  ___________________________________________________________________
 FX2620* NAD 83(1986)-  36 53 49.     (N)    077 05 41.     (W)     SCALED    
 FX2620* NAVD 88     -        32.24   (meters)     105.8    (feet)  RESET     
 FX2620  ___________________________________________________________________
 FX2620  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX2620
 FX2620  VERT ORDER  -  THIRD
 FX2620
 FX2620.The horizontal coordinates were scaled from a topographic map and have
 FX2620.an estimated accuracy of +/- 6 seconds.
 FX2620
 FX2620.The orthometric height was computed from unverified reset data.
 FX2620.No vertical observational check was made to the station.
 FX2620
 FX2620.The geoid height was determined by GEOID03.
 FX2620
 FX2620;                    North         East    Units  Estimated Accuracy
 FX2620;SPC VA S     - 1,063,480.    3,625,250.      MT  (+/- 180 meters Scaled)
 FX2620
 FX2620                          SUPERSEDED SURVEY CONTROL
 FX2620
 FX2620  NGVD 29 (03/21/06)   32.62   (m)          107.0    (f) RESET       3  
 FX2620
 FX2620.Superseded values are not recommended for survey control.
 FX2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2620.See file dsdata.txt to determine how the superseded data were derived.
 FX2620
 FX2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF133854(NAD 83)
 FX2620_MARKER: DB = BENCH MARK DISK
 FX2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2620_STAMPING: D 286 RESET 1978
 FX2620_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2620+STABILITY: SURFACE MOTION
 FX2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2620+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 FX2620
 FX2620  HISTORY     - Date     Condition        Report By
 FX2620  HISTORY     - 1978     MONUMENTED       NGS
 FX2620  HISTORY     - 19971105 GOOD             USPSQD
 FX2620  HISTORY     - 20020115 GOOD             USPSQD
 FX2620
 FX2620                          STATION DESCRIPTION
 FX2620
 FX2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2620'2.6 MI NE FROM LITTLETON.
 FX2620'FROM JUNCTON OF STATE ROUTE 35 AND COUNTY ROUE 622 IN LITTLETON,
 FX2620'GO NORTHEAST ON 622 FOR 2.6 MILES TO COUNTY ROUTE 606, TURN RIGHT
 FX2620'AND GO SOUTHEAST ON 606 FOR 1.8 MILES TO THE UNION HILL CHURCH
 FX2620'AND MARK ON THE RIGHT, 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FX2620'OF THE CHURCH, 98 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE 606.
 FX2620'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 FX2620
 FX2620                          STATION RECOVERY (1997)
 FX2620
 FX2620'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2620'RECOVERED IN GOOD CONDITION.
 FX2620
 FX2620                          STATION RECOVERY (2002)
 FX2620
 FX2620'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0936 ***********************************************************************
 FX0936  DESIGNATION -  D 287
 FX0936  PID         -  FX0936
 FX0936  STATE/COUNTY-  VA/SOUTHAMPTON
 FX0936  USGS QUAD   -  IVOR (1989)
 FX0936
 FX0936                         *CURRENT SURVEY CONTROL
 FX0936  ___________________________________________________________________
 FX0936* NAD 83(1986)-  36 53 56.     (N)    076 56 09.     (W)     SCALED    
 FX0936* NAVD 88     -        26.684  (meters)      87.55   (feet)  POSTED    
 FX0936  ___________________________________________________________________
 FX0936  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 FX0936  DYNAMIC HT  -          26.660 (meters)      87.47  (feet)  COMP
 FX0936  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 FX0936
 FX0936  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0936
 FX0936.The horizontal coordinates were scaled from a topographic map and have
 FX0936.an estimated accuracy of +/- 6 seconds.
 FX0936
 FX0936.The orthometric height was determined by differential leveling
 FX0936.and adjusted by the National Geodetic Survey in 1992..
 FX0936.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0936.rate of 1.1 thru 2.0 mm/km.
 FX0936
 FX0936.The geoid height was determined by GEOID03.
 FX0936
 FX0936.The dynamic height is computed by dividing the NAVD 88
 FX0936.geopotential number by the normal gravity value computed on the
 FX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0936.degrees latitude (g = 980.6199 gals.).
 FX0936
 FX0936.The modeled gravity was interpolated from observed gravity values.
 FX0936
 FX0936;                    North         East    Units  Estimated Accuracy
 FX0936;SPC VA S     - 1,063,920.    3,639,400.      MT  (+/- 180 meters Scaled)
 FX0936
 FX0936                          SUPERSEDED SURVEY CONTROL
 FX0936
 FX0936  NGVD 29 (??/??/92)   27.074  (m)           88.83   (f) ADJ UNCH    2 0
 FX0936
 FX0936.Superseded values are not recommended for survey control.
 FX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0936.See file dsdata.txt to determine how the superseded data were derived.
 FX0936
 FX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF275854(NAD 83)
 FX0936_MARKER: DB = BENCH MARK DISK
 FX0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0936_STAMPING: D 287 1942
 FX0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0936+STABILITY: SURFACE MOTION
 FX0936
 FX0936  HISTORY     - Date     Condition        Report By
 FX0936  HISTORY     - 1942     MONUMENTED       CGS
 FX0936  HISTORY     - 1960     GOOD             NGS
 FX0936
 FX0936                          STATION DESCRIPTION
 FX0936
 FX0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0936'2.3 MI SW FROM IVOR.
 FX0936'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 312 FROM THE NORFOLK
 FX0936'AND WESTERN RAILWAY STATION AT IVOR, SOUTHAMPTON COUNTY, 0.2 MILE
 FX0936'WEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 600 LEADING
 FX0936'NORTHWEST, ABOUT 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FX0936'OF A 2-STORY WHITE HOUSE, IN THE SOUTHEAST CORNER OF THE YARD,
 FX0936'57 FEET SOUTH OF A WATER WELL, AT THE JUNCTION OF A PRIVATE ROAD
 FX0936'LEADING NORTH TO THE HOUSE, 33 FEET NORTH OF THE CENTER LINE OF
 FX0936'THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 FX0936'ROAD, AND 1.2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 FX0936'STANDARD DISK, STAMPED D 287 1942 AND SET IN THE TOP OF A CONCRETE
 FX0936'POST.  STATE HIGHWAY NO. 312 HAS BEEN CHANGED TO NO. 616, AND THE
 FX0936'WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0123 ***********************************************************************
 GV0123  DESIGNATION -  D 291
 GV0123  PID         -  GV0123
 GV0123  STATE/COUNTY-  VA/MIDDLESEX
 GV0123  USGS QUAD   -  WILTON (1992)
 GV0123
 GV0123                         *CURRENT SURVEY CONTROL
 GV0123  ___________________________________________________________________
 GV0123* NAD 83(1986)-  37 33 02.     (N)    076 24 18.     (W)     SCALED    
 GV0123* NAVD 88     -        13.893  (meters)      45.58   (feet)  ADJUSTED  
 GV0123  ___________________________________________________________________
 GV0123  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 GV0123  DYNAMIC HT  -          13.884 (meters)      45.55  (feet)  COMP
 GV0123  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV0123
 GV0123  VERT ORDER  -  SECOND    CLASS 0
 GV0123
 GV0123.The horizontal coordinates were scaled from a topographic map and have
 GV0123.an estimated accuracy of +/- 6 seconds.
 GV0123
 GV0123.The orthometric height was determined by differential leveling
 GV0123.and adjusted by the National Geodetic Survey in June 1991..
 GV0123
 GV0123.The geoid height was determined by GEOID03.
 GV0123
 GV0123.The dynamic height is computed by dividing the NAVD 88
 GV0123.geopotential number by the normal gravity value computed on the
 GV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0123.degrees latitude (g = 980.6199 gals.).
 GV0123
 GV0123.The modeled gravity was interpolated from observed gravity values.
 GV0123
 GV0123;                    North         East    Units  Estimated Accuracy
 GV0123;SPC VA S     - 1,137,140.    3,685,100.      MT  (+/- 180 meters Scaled)
 GV0123
 GV0123                          SUPERSEDED SURVEY CONTROL
 GV0123
 GV0123  NGVD 29 (??/??/??)   14.239  (m)           46.72   (f) ADJUSTED    2 0
 GV0123
 GV0123.Superseded values are not recommended for survey control.
 GV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0123.See file dsdata.txt to determine how the superseded data were derived.
 GV0123
 GV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG758568(NAD 83)
 GV0123_MARKER: DB = BENCH MARK DISK
 GV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0123_STAMPING: D 291 1942
 GV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0123+STABILITY: SURFACE MOTION
 GV0123
 GV0123  HISTORY     - Date     Condition        Report By
 GV0123  HISTORY     - 1942     MONUMENTED       CGS
 GV0123  HISTORY     - 1961     GOOD             CGS
 GV0123  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0123  HISTORY     - 19980301 MARK NOT FOUND   USPSQD
 GV0123  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0123
 GV0123                          STATION DESCRIPTION
 GV0123
 GV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0123'AT WILTON.
 GV0123'ORIGINAL DESCRIPTION-- AT WILTON, MIDDLESEX COUNTY, ON STATE
 GV0123'HIGHWAY 33, AT THE POST OFFICE (THE SMALL FRAME BUILDING ATTACHED
 GV0123'TO THE ONE-STORY FRAME BUILDING OF THE A.E. PAYNE SERVICE STATION),
 GV0123'48 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 30.5 FEET
 GV0123'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTHWEST OF A
 GV0123'TELEPHONE POLE, 1.5 FEET EAST OF THE CONCRETE BASE OF A GASOLINE
 GV0123'SIGN POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.
 GV0123
 GV0123                          STATION RECOVERY (1989)
 GV0123
 GV0123'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV0123'MARK NOT FOUND.
 GV0123
 GV0123                          STATION RECOVERY (1990)
 GV0123
 GV0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 GV0123'MARK NOT FOUND.
 GV0123
 GV0123                          STATION RECOVERY (1998)
 GV0123
 GV0123'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0123'MARK NOT FOUND.
 GV0123
 GV0123                          STATION RECOVERY (2003)
 GV0123
 GV0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1467 ***********************************************************************
 GV1467  DESIGNATION -  D 292
 GV1467  PID         -  GV1467
 GV1467  STATE/COUNTY-  VA/KING WILLIAM
 GV1467  USGS QUAD   -  KING WILLIAM (1984)
 GV1467
 GV1467                         *CURRENT SURVEY CONTROL
 GV1467  ___________________________________________________________________
 GV1467* NAD 83(1986)-  37 38 56.     (N)    077 03 36.     (W)     SCALED    
 GV1467* NAVD 88     -        13.519  (meters)      44.35   (feet)  ADJUSTED  
 GV1467  ___________________________________________________________________
 GV1467  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 GV1467  DYNAMIC HT  -          13.509 (meters)      44.32  (feet)  COMP
 GV1467  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 GV1467
 GV1467  VERT ORDER  -  THIRD
 GV1467
 GV1467.The horizontal coordinates were scaled from a topographic map and have
 GV1467.an estimated accuracy of +/- 6 seconds.
 GV1467
 GV1467.The orthometric height was determined by differential leveling
 GV1467.and adjusted by the National Geodetic Survey in June 1991..
 GV1467
 GV1467.The geoid height was determined by GEOID03.
 GV1467
 GV1467.The dynamic height is computed by dividing the NAVD 88
 GV1467.geopotential number by the normal gravity value computed on the
 GV1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1467.degrees latitude (g = 980.6199 gals.).
 GV1467
 GV1467.The modeled gravity was interpolated from observed gravity values.
 GV1467
 GV1467;                    North         East    Units  Estimated Accuracy
 GV1467;SPC VA S     - 1,146,970.    3,627,070.      MT  (+/- 180 meters Scaled)
 GV1467
 GV1467                          SUPERSEDED SURVEY CONTROL
 GV1467
 GV1467  NGVD 29 (??/??/??)   13.870  (m)           45.51   (f) ADJUSTED    3 0
 GV1467
 GV1467.Superseded values are not recommended for survey control.
 GV1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1467.See file dsdata.txt to determine how the superseded data were derived.
 GV1467
 GV1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG182688(NAD 83)
 GV1467_MARKER: DB = BENCH MARK DISK
 GV1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1467_STAMPING: D 292 1945
 GV1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1467+STABILITY: SURFACE MOTION
 GV1467
 GV1467  HISTORY     - Date     Condition        Report By
 GV1467  HISTORY     - 1945     MONUMENTED       CGS
 GV1467  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1467  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV1467  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV1467
 GV1467                          STATION DESCRIPTION
 GV1467
 GV1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1467'6.8 MI NW FROM LANESVILLE.
 GV1467'6.8 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 632 FROM THE
 GV1467'POST OFFICE AT LANESVILLE, KING WILLIAM COUNTY, 0.9 MILE
 GV1467'SOUTHEAST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 629, 0.5
 GV1467'MILE NORTHWEST OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 621
 GV1467'AT PALLS, 0.15 MILE SOUTHEAST OF THE CROSSING OF ACQUINTON
 GV1467'CREEK, ACROSS THE HIGHWAY FROM THE END OF A LANE LEADING
 GV1467'TO A SHACK, 16 FEET WEST OF THE HIGHWAY, AND 2 FEET SOUTH OF
 GV1467'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 292
 GV1467'1945 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV1467'NOTE-- FOUND PART OF WHITE WITNESS POST AND EVIDENCE OF OLD LANE
 GV1467'BUT NO MARK.
 GV1467
 GV1467                          STATION RECOVERY (1999)
 GV1467
 GV1467'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1467'MARK NOT FOUND.
 GV1467
 GV1467                          STATION RECOVERY (2003)
 GV1467
 GV1467'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1544 ***********************************************************************
 GV1544  DESIGNATION -  D 293
 GV1544  PID         -  GV1544
 GV1544  STATE/COUNTY-  VA/KING WILLIAM
 GV1544  USGS QUAD   -  MANQUIN (1987)
 GV1544
 GV1544                         *CURRENT SURVEY CONTROL
 GV1544  ___________________________________________________________________
 GV1544* NAD 83(1986)-  37 43 16.     (N)    077 09 37.     (W)     SCALED    
 GV1544* NAVD 88     -        44.377  (meters)     145.59   (feet)  ADJUSTED  
 GV1544  ___________________________________________________________________
 GV1544  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GV1544  DYNAMIC HT  -          44.347 (meters)     145.50  (feet)  COMP
 GV1544  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 GV1544
 GV1544  VERT ORDER  -  THIRD
 GV1544
 GV1544.The horizontal coordinates were scaled from a topographic map and have
 GV1544.an estimated accuracy of +/- 6 seconds.
 GV1544
 GV1544.The orthometric height was determined by differential leveling
 GV1544.and adjusted by the National Geodetic Survey in June 1991..
 GV1544
 GV1544.The geoid height was determined by GEOID03.
 GV1544
 GV1544.The dynamic height is computed by dividing the NAVD 88
 GV1544.geopotential number by the normal gravity value computed on the
 GV1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1544.degrees latitude (g = 980.6199 gals.).
 GV1544
 GV1544.The modeled gravity was interpolated from observed gravity values.
 GV1544
 GV1544;                    North         East    Units  Estimated Accuracy
 GV1544;SPC VA S     - 1,154,850.    3,618,110.      MT  (+/- 180 meters Scaled)
 GV1544
 GV1544                          SUPERSEDED SURVEY CONTROL
 GV1544
 GV1544  NGVD 29 (??/??/??)   44.701  (m)          146.66   (f) ADJUSTED    3 0
 GV1544
 GV1544.Superseded values are not recommended for survey control.
 GV1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1544.See file dsdata.txt to determine how the superseded data were derived.
 GV1544
 GV1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG096770(NAD 83)
 GV1544_MARKER: DB = BENCH MARK DISK
 GV1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1544_STAMPING: D 293 1945
 GV1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1544+STABILITY: SURFACE MOTION
 GV1544
 GV1544  HISTORY     - Date     Condition        Report By
 GV1544  HISTORY     - 1945     MONUMENTED       CGS
 GV1544  HISTORY     - 1962     GOOD             CGS
 GV1544  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1544  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1544
 GV1544                          STATION DESCRIPTION
 GV1544
 GV1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1544'1 MI NW FROM MANQUIN.
 GV1544'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 605 FROM THE
 GV1544'INTERSECTION OF U.S. HIGHWAY 360 AND THE POST OFFICE AT MANQUIN,
 GV1544'KING WILLIAM COUNTY, ON THE PROPERTY OF J.C. CARROLL, AT THE
 GV1544'JUNCTION OF A LANE LEADING EAST TO A FARM, 20 FEET EAST OF
 GV1544'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER
 GV1544'LINE OF THE LANE, 2 FEET NORTHEAST OF A 7-INCH WOOD POST, 1
 GV1544'FOOT SOUTHWEST OF A 9-INCH LIGHT CO. POLE, AND 2 FEET FROM A
 GV1544'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 293
 GV1544'1945 AND SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING
 GV1544'2 INCHES ABOVE GROUND.
 GV1544
 GV1544                          STATION RECOVERY (1999)
 GV1544
 GV1544'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1544'MARK NOT FOUND.
 GV1544
 GV1544                          STATION RECOVERY (2003)
 GV1544
 GV1544'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1365 ***********************************************************************
 GV1365  DESIGNATION -  D 294
 GV1365  PID         -  GV1365
 GV1365  STATE/COUNTY-  VA/KING WILLIAM
 GV1365  USGS QUAD   -  BEULAHVILLE (1985)
 GV1365
 GV1365                         *CURRENT SURVEY CONTROL
 GV1365  ___________________________________________________________________
 GV1365* NAD 83(1986)-  37 49 23.     (N)    077 08 18.     (W)     SCALED    
 GV1365* NAVD 88     -        24.195  (meters)      79.38   (feet)  ADJUSTED  
 GV1365  ___________________________________________________________________
 GV1365  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GV1365  DYNAMIC HT  -          24.179 (meters)      79.33  (feet)  COMP
 GV1365  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 GV1365
 GV1365  VERT ORDER  -  THIRD
 GV1365
 GV1365.The horizontal coordinates were scaled from a topographic map and have
 GV1365.an estimated accuracy of +/- 6 seconds.
 GV1365
 GV1365.The orthometric height was determined by differential leveling
 GV1365.and adjusted by the National Geodetic Survey in June 1991..
 GV1365
 GV1365.The geoid height was determined by GEOID03.
 GV1365
 GV1365.The dynamic height is computed by dividing the NAVD 88
 GV1365.geopotential number by the normal gravity value computed on the
 GV1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1365.degrees latitude (g = 980.6199 gals.).
 GV1365
 GV1365.The modeled gravity was interpolated from observed gravity values.
 GV1365
 GV1365;                    North         East    Units  Estimated Accuracy
 GV1365;SPC VA S     - 1,166,190.    3,619,880.      MT  (+/- 180 meters Scaled)
 GV1365
 GV1365                          SUPERSEDED SURVEY CONTROL
 GV1365
 GV1365  NGVD 29 (??/??/??)   24.482  (m)           80.32   (f) ADJUSTED    3 0
 GV1365
 GV1365.Superseded values are not recommended for survey control.
 GV1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1365.See file dsdata.txt to determine how the superseded data were derived.
 GV1365
 GV1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG117883(NAD 83)
 GV1365_MARKER: DB = BENCH MARK DISK
 GV1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1365_STAMPING: D 294 1945
 GV1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1365+STABILITY: SURFACE MOTION
 GV1365
 GV1365  HISTORY     - Date     Condition        Report By
 GV1365  HISTORY     - 1945     MONUMENTED       CGS
 GV1365  HISTORY     - 1962     GOOD             CGS
 GV1365  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1365  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1365
 GV1365                          STATION DESCRIPTION
 GV1365
 GV1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1365'3.4 MI NW FROM AYLETT.
 GV1365'3.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 600 FROM THE
 GV1365'INTERSECTION OF U.S. HIGHWAY 360 AT AYLETT, KING WILLIAM COUNTY,
 GV1365'AT THE JUNCTION OF A LANE LEADING NORTHEAST TO A TWO-STORY
 GV1365'WHITE FRAMEHOUSE, NEARLY ON LINE WITH A PROLONGATION OF THE
 GV1365'LANE, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10
 GV1365'FEET NORTH OF A 10-INCH OAK TREE, AND 4 FEET NORTHWEST OF A
 GV1365'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 294 1945
 GV1365'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 GV1365'GROUND.
 GV1365
 GV1365                          STATION RECOVERY (1999)
 GV1365
 GV1365'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1365'MARK NOT FOUND.
 GV1365
 GV1365                          STATION RECOVERY (2003)
 GV1365
 GV1365'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0805 ***********************************************************************
 GV0805  DESIGNATION -  D 295
 GV0805  PID         -  GV0805
 GV0805  STATE/COUNTY-  VA/CHARLES CITY
 GV0805  USGS QUAD   -  BRANDON (1980)
 GV0805
 GV0805                         *CURRENT SURVEY CONTROL
 GV0805  ___________________________________________________________________
 GV0805* NAD 83(1986)-  37 20 35.     (N)    076 55 14.     (W)     SCALED    
 GV0805* NAVD 88     -        10.418  (meters)      34.18   (feet)  ADJUSTED  
 GV0805  ___________________________________________________________________
 GV0805  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0805  DYNAMIC HT  -          10.411 (meters)      34.16  (feet)  COMP
 GV0805  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 GV0805
 GV0805  VERT ORDER  -  THIRD
 GV0805
 GV0805.The horizontal coordinates were scaled from a topographic map and have
 GV0805.an estimated accuracy of +/- 6 seconds.
 GV0805
 GV0805.The orthometric height was determined by differential leveling
 GV0805.and adjusted by the National Geodetic Survey in June 1991..
 GV0805
 GV0805.The geoid height was determined by GEOID03.
 GV0805
 GV0805.The dynamic height is computed by dividing the NAVD 88
 GV0805.geopotential number by the normal gravity value computed on the
 GV0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0805.degrees latitude (g = 980.6199 gals.).
 GV0805
 GV0805.The modeled gravity was interpolated from observed gravity values.
 GV0805
 GV0805;                    North         East    Units  Estimated Accuracy
 GV0805;SPC VA S     - 1,113,220.    3,639,940.      MT  (+/- 180 meters Scaled)
 GV0805
 GV0805                          SUPERSEDED SURVEY CONTROL
 GV0805
 GV0805  NGVD 29 (??/??/??)   10.741  (m)           35.24   (f) ADJUSTED    3 0
 GV0805
 GV0805.Superseded values are not recommended for survey control.
 GV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0805.See file dsdata.txt to determine how the superseded data were derived.
 GV0805
 GV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG298346(NAD 83)
 GV0805_MARKER: DB = BENCH MARK DISK
 GV0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0805_STAMPING: D 295 1945
 GV0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0805+STABILITY: SURFACE MOTION
 GV0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0805+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0805
 GV0805  HISTORY     - Date     Condition        Report By
 GV0805  HISTORY     - 1945     MONUMENTED       CGS
 GV0805  HISTORY     - 1961     GOOD             CGS
 GV0805  HISTORY     - 19960309 GOOD             USPSQD
 GV0805  HISTORY     - 20000927 GOOD             USPSQD
 GV0805  HISTORY     - 20010331 GOOD             NGS
 GV0805
 GV0805                          STATION DESCRIPTION
 GV0805
 GV0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0805'2.2 MI SE FROM HOLDCROFT.
 GV0805'2.2 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 615 FROM THE
 GV0805'JUNCTION OF SECONDARY STATE HIGHWAY 624 AT HOLDCROFT, CHARLES CITY
 GV0805'COUNTY, AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 621, 30
 GV0805'FEET SOUTHWEST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 621,
 GV0805'20 FEET EAST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 615,
 GV0805'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV0805'STAMPED D 295 1945 AND SET IN THE TOP OF A CONCRETE POST.
 GV0805
 GV0805                          STATION RECOVERY (1996)
 GV0805
 GV0805'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0805'RECOVERED IN GOOD CONDITION.
 GV0805
 GV0805                          STATION RECOVERY (2000)
 GV0805
 GV0805'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0805'RECOVERED IN GOOD CONDITION.
 GV0805
 GV0805                          STATION RECOVERY (2001)
 GV0805
 GV0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0805'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0824 ***********************************************************************
 GV0824  DESIGNATION -  D 296
 GV0824  PID         -  GV0824
 GV0824  STATE/COUNTY-  VA/GLOUCESTER
 GV0824  USGS QUAD   -  GLOUCESTER (1986)
 GV0824
 GV0824                         *CURRENT SURVEY CONTROL
 GV0824  ___________________________________________________________________
 GV0824* NAD 83(1986)-  37 29 05.     (N)    076 33 04.     (W)     SCALED    
 GV0824* NAVD 88     -        28.957  (meters)      95.00   (feet)  ADJUSTED  
 GV0824  ___________________________________________________________________
 GV0824  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 GV0824  DYNAMIC HT  -          28.937 (meters)      94.94  (feet)  COMP
 GV0824  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 GV0824
 GV0824  VERT ORDER  -  THIRD
 GV0824
 GV0824.The horizontal coordinates were scaled from a topographic map and have
 GV0824.an estimated accuracy of +/- 6 seconds.
 GV0824
 GV0824.The orthometric height was determined by differential leveling
 GV0824.and adjusted by the National Geodetic Survey in June 1991..
 GV0824
 GV0824.The geoid height was determined by GEOID03.
 GV0824
 GV0824.The dynamic height is computed by dividing the NAVD 88
 GV0824.geopotential number by the normal gravity value computed on the
 GV0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0824.degrees latitude (g = 980.6199 gals.).
 GV0824
 GV0824.The modeled gravity was interpolated from observed gravity values.
 GV0824
 GV0824;                    North         East    Units  Estimated Accuracy
 GV0824;SPC VA S     - 1,129,560.    3,672,350.      MT  (+/- 180 meters Scaled)
 GV0824
 GV0824                          SUPERSEDED SURVEY CONTROL
 GV0824
 GV0824  NGVD 29 (??/??/??)   29.334  (m)           96.24   (f) ADJUSTED    3 0
 GV0824
 GV0824.Superseded values are not recommended for survey control.
 GV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0824.See file dsdata.txt to determine how the superseded data were derived.
 GV0824
 GV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG628497(NAD 83)
 GV0824_MARKER: DB = BENCH MARK DISK
 GV0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0824_STAMPING: D 296 1945
 GV0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0824+STABILITY: SURFACE MOTION
 GV0824
 GV0824  HISTORY     - Date     Condition        Report By
 GV0824  HISTORY     - 1945     MONUMENTED       CGS
 GV0824  HISTORY     - 1961     GOOD             CGS
 GV0824  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV0824  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0824
 GV0824                          STATION DESCRIPTION
 GV0824
 GV0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0824'3.6 MI SW FROM HARCUM.
 GV0824'3.6 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 606 FROM THE
 GV0824'INTERSECTION OF STATE HIGHWAY 198 AT HARCUM, 40 FEET EAST OF A
 GV0824'FIELD LINE, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 10
 GV0824'FEET SOUTH OF A TELEPHONE POLE.
 GV0824
 GV0824                          STATION RECOVERY (1997)
 GV0824
 GV0824'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0824'MARK NOT FOUND.
 GV0824
 GV0824                          STATION RECOVERY (2002)
 GV0824
 GV0824'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0830 ***********************************************************************
 GV0830  DESIGNATION -  D 297
 GV0830  PID         -  GV0830
 GV0830  STATE/COUNTY-  VA/KING AND QUEEN
 GV0830  USGS QUAD   -  GRESSITT (1986)
 GV0830
 GV0830                         *CURRENT SURVEY CONTROL
 GV0830  ___________________________________________________________________
 GV0830* NAD 83(1986)-  37 29 10.     (N)    076 40 58.     (W)     SCALED    
 GV0830* NAVD 88     -        21.286  (meters)      69.84   (feet)  ADJUSTED  
 GV0830  ___________________________________________________________________
 GV0830  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 GV0830  DYNAMIC HT  -          21.271 (meters)      69.79  (feet)  COMP
 GV0830  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 GV0830
 GV0830  VERT ORDER  -  THIRD
 GV0830
 GV0830.The horizontal coordinates were scaled from a topographic map and have
 GV0830.an estimated accuracy of +/- 6 seconds.
 GV0830
 GV0830.The orthometric height was determined by differential leveling
 GV0830.and adjusted by the National Geodetic Survey in June 1991..
 GV0830
 GV0830.The geoid height was determined by GEOID03.
 GV0830
 GV0830.The dynamic height is computed by dividing the NAVD 88
 GV0830.geopotential number by the normal gravity value computed on the
 GV0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0830.degrees latitude (g = 980.6199 gals.).
 GV0830
 GV0830.The modeled gravity was interpolated from observed gravity values.
 GV0830
 GV0830;                    North         East    Units  Estimated Accuracy
 GV0830;SPC VA S     - 1,129,480.    3,660,700.      MT  (+/- 180 meters Scaled)
 GV0830
 GV0830                          SUPERSEDED SURVEY CONTROL
 GV0830
 GV0830  NGVD 29 (??/??/??)   21.671  (m)           71.10   (f) ADJUSTED    3 0
 GV0830
 GV0830.Superseded values are not recommended for survey control.
 GV0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0830.See file dsdata.txt to determine how the superseded data were derived.
 GV0830
 GV0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG512501(NAD 83)
 GV0830_MARKER: DB = BENCH MARK DISK
 GV0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0830_STAMPING: D 297 1945
 GV0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0830+STABILITY: SURFACE MOTION
 GV0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0830+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0830
 GV0830  HISTORY     - Date     Condition        Report By
 GV0830  HISTORY     - 1945     MONUMENTED       CGS
 GV0830  HISTORY     - 1961     GOOD             CGS
 GV0830  HISTORY     - 19941213 GOOD             USPSQD
 GV0830  HISTORY     - 20000219 GOOD             USPSQD
 GV0830  HISTORY     - 20041116 GOOD             USPSQD
 GV0830  HISTORY     - 20060307 GOOD             USPSQD
 GV0830
 GV0830                          STATION DESCRIPTION
 GV0830
 GV0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0830'1.1 MI SE FROM PLAIN VIEW.
 GV0830'1.1 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 605 FROM THE
 GV0830'POST OFFICE AT PLAIN VIEW, 49 FEET EAST OF THE ROAD, 5 FEET NORTH
 GV0830'OF A DRIVEWAY TO A HOUSE, 2 FEET WEST OF A FENCE, AND 2 FEET
 GV0830'SOUTH OF A WHITE WOODEN WITNESS POST.
 GV0830
 GV0830                          STATION RECOVERY (1994)
 GV0830
 GV0830'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0830'RECOVERED IN GOOD CONDITION.
 GV0830
 GV0830                          STATION RECOVERY (2000)
 GV0830
 GV0830'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0830'RECOVERED IN GOOD CONDITION.
 GV0830
 GV0830                          STATION RECOVERY (2004)
 GV0830
 GV0830'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0830'RECOVERED IN GOOD CONDITION.
 GV0830
 GV0830                          STATION RECOVERY (2006)
 GV0830
 GV0830'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0830'ADD=MARK IS 5FT NORTHEAST OF ROAD TO AS HOUSE AND 49FT SOUTH EAST OF
 GV0830'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0800 ***********************************************************************
 GV0800  DESIGNATION -  D 298
 GV0800  PID         -  GV0800
 GV0800  STATE/COUNTY-  VA/SURRY
 GV0800  USGS QUAD   -  CLAREMONT (1986)
 GV0800
 GV0800                         *CURRENT SURVEY CONTROL
 GV0800  ___________________________________________________________________
 GV0800* NAD 83(1986)-  37 12 40.     (N)    076 57 07.     (W)     SCALED    
 GV0800* NAVD 88     -        26.374  (meters)      86.53   (feet)  POSTED    
 GV0800  ___________________________________________________________________
 GV0800  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 GV0800  DYNAMIC HT  -          26.350 (meters)      86.45  (feet)  COMP
 GV0800  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 GV0800
 GV0800  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV0800
 GV0800.The horizontal coordinates were scaled from a topographic map and have
 GV0800.an estimated accuracy of +/- 6 seconds.
 GV0800
 GV0800.The orthometric height was determined by differential leveling
 GV0800.and adjusted by the National Geodetic Survey in 1992..
 GV0800.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV0800.rate of 0.0 thru 1.0 mm/km.
 GV0800
 GV0800.The geoid height was determined by GEOID03.
 GV0800
 GV0800.The dynamic height is computed by dividing the NAVD 88
 GV0800.geopotential number by the normal gravity value computed on the
 GV0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0800.degrees latitude (g = 980.6199 gals.).
 GV0800
 GV0800.The modeled gravity was interpolated from observed gravity values.
 GV0800
 GV0800;                    North         East    Units  Estimated Accuracy
 GV0800;SPC VA S     - 1,098,540.    3,637,400.      MT  (+/- 180 meters Scaled)
 GV0800
 GV0800                          SUPERSEDED SURVEY CONTROL
 GV0800
 GV0800  NGVD 29 (??/??/??)   26.733  (m)           87.71   (f) ADJUSTED    3 0
 GV0800
 GV0800.Superseded values are not recommended for survey control.
 GV0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0800.See file dsdata.txt to determine how the superseded data were derived.
 GV0800
 GV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG267200(NAD 83)
 GV0800_MARKER: DB = BENCH MARK DISK
 GV0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0800_STAMPING: D 298 1946
 GV0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0800+STABILITY: SURFACE MOTION
 GV0800
 GV0800  HISTORY     - Date     Condition        Report By
 GV0800  HISTORY     - 1946     MONUMENTED       CGS
 GV0800  HISTORY     - 1960     GOOD             CGS
 GV0800  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0800  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0800
 GV0800                          STATION DESCRIPTION
 GV0800
 GV0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0800'10.3 MI NW FROM SURRY.
 GV0800'10.3 MILES NORTHWEST OF SURRY, SURRY COUNTY.  THIS BENCH MARK MAY
 GV0800'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG
 GV0800'STATE HIGHWAY 31, THENCE 1.9 MILES WEST ALONG SECONDARY STATE
 GV0800'HIGHWAY 620, THENCE 1.6 MILES NORTH ALONG SECONDARY STATE HIGHWAY
 GV0800'618, THENCE 3.6 MILES WEST ALONG SECONDARY STATE HIGHWAY 610,
 GV0800'AND THENCE 2.2 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626.
 GV0800'IT IS AT THE JUNCTION OF A ROAD LEADING TO A HOUSE, 18 FEET NORTH
 GV0800'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER
 GV0800'LINE OF THE ROAD, 45 FEET EAST OF POLE 30, AND 2 FEET NORTHWEST
 GV0800'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 298
 GV0800'1946 AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 GV0800'PROJECTING 3 INCHES ABOVE GROUND.
 GV0800
 GV0800                          STATION RECOVERY (1997)
 GV0800
 GV0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0800'MARK NOT FOUND.
 GV0800
 GV0800                          STATION RECOVERY (2002)
 GV0800
 GV0800'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0161 ***********************************************************************
 FW0161  DESIGNATION -  D 299
 FW0161  PID         -  FW0161
 FW0161  STATE/COUNTY-  VA/ACCOMACK
 FW0161  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0161
 FW0161                         *CURRENT SURVEY CONTROL
 FW0161  ___________________________________________________________________
 FW0161* NAD 83(1986)-  37 53 00.     (N)    075 20 43.     (W)     SCALED    
 FW0161* NAVD 88     -         0.909  (meters)       2.98   (feet)  POSTED    
 FW0161  ___________________________________________________________________
 FW0161  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0161  DYNAMIC HT  -           0.910 (meters)       2.99  (feet)  COMP
 FW0161  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 FW0161
 FW0161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0161
 FW0161.The horizontal coordinates were scaled from a topographic map and have
 FW0161.an estimated accuracy of +/- 6 seconds.
 FW0161
 FW0161.The orthometric height was determined by differential leveling
 FW0161.and adjusted by the National Geodetic Survey in 1992..
 FW0161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0161.rate of 1.1 thru 2.0 mm/km.
 FW0161
 FW0161.The geoid height was determined by GEOID03.
 FW0161
 FW0161.The dynamic height is computed by dividing the NAVD 88
 FW0161.geopotential number by the normal gravity value computed on the
 FW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0161.degrees latitude (g = 980.6199 gals.).
 FW0161
 FW0161.The modeled gravity was interpolated from observed gravity values.
 FW0161
 FW0161;                    North         East    Units  Estimated Accuracy
 FW0161;SPC VA S     - 1,176,650.    3,777,470.      MT  (+/- 180 meters Scaled)
 FW0161
 FW0161                          SUPERSEDED SURVEY CONTROL
 FW0161
 FW0161  NGVD 29 (??/??/??)    1.149  (m)            3.77   (f) ADJUSTED    1 2
 FW0161
 FW0161.Superseded values are not recommended for survey control.
 FW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0161.See file dsdata.txt to determine how the superseded data were derived.
 FW0161
 FW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG696929(NAD 83)
 FW0161_MARKER: DB = BENCH MARK DISK
 FW0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0161_STAMPING: D 299 1949
 FW0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0161+STABILITY: SURFACE MOTION
 FW0161
 FW0161  HISTORY     - Date     Condition        Report By
 FW0161  HISTORY     - 1949     MONUMENTED       CGS
 FW0161  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0161
 FW0161                          STATION DESCRIPTION
 FW0161
 FW0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0161'2 MI NE FROM ASSATEAGUE ISLAND.
 FW0161'2.0 MILES NORTHEAST ALONG THE BEACH FROM THE U.S. COAST GUARD
 FW0161'STATION AT THE SOUTH END OF ASSATEAGUE ISLAND, ACCOMACK COUNTY, NEAR
 FW0161'THE POINT WHERE A TELEPHONE LINE ENTERS A CABLE TO REAPPEAR
 FW0161'NORTHEAST OF THE MARSH, AND 2 FEET EAST OF THE THIRTY-SECOND
 FW0161'POLE NORTH OF THE BREAK IN THE LINE.  A STANDARD DISK, STAMPED
 FW0161'D 299 1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FW0161'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0006 ***********************************************************************
 FY0006  DESIGNATION -  D 30
 FY0006  PID         -  FY0006
 FY0006  STATE/COUNTY-  VA/MECKLENBURG
 FY0006  USGS QUAD   -  CHASE CITY (1981)
 FY0006
 FY0006                         *CURRENT SURVEY CONTROL
 FY0006  ___________________________________________________________________
 FY0006* NAD 83(1986)-  36 49 41.     (N)    078 28 36.     (W)     SCALED    
 FY0006* NAVD 88     -       160.149  (meters)     525.42   (feet)  ADJUSTED  
 FY0006  ___________________________________________________________________
 FY0006  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0006  DYNAMIC HT  -         160.032 (meters)     525.04  (feet)  COMP
 FY0006  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 FY0006
 FY0006  VERT ORDER  -  FIRST     CLASS II
 FY0006
 FY0006.The horizontal coordinates were scaled from a topographic map and have
 FY0006.an estimated accuracy of +/- 6 seconds.
 FY0006
 FY0006.The orthometric height was determined by differential leveling
 FY0006.and adjusted by the National Geodetic Survey in June 1991..
 FY0006
 FY0006.The geoid height was determined by GEOID03.
 FY0006
 FY0006.The dynamic height is computed by dividing the NAVD 88
 FY0006.geopotential number by the normal gravity value computed on the
 FY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0006.degrees latitude (g = 980.6199 gals.).
 FY0006
 FY0006.The modeled gravity was interpolated from observed gravity values.
 FY0006
 FY0006;                    North         East    Units  Estimated Accuracy
 FY0006;SPC VA S     - 1,054,900.    3,502,080.      MT  (+/- 180 meters Scaled)
 FY0006
 FY0006                          SUPERSEDED SURVEY CONTROL
 FY0006
 FY0006  NGVD 29 (??/??/92)  160.386  (m)          526.20   (f) ADJ UNCH    1 2
 FY0006
 FY0006.Superseded values are not recommended for survey control.
 FY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0006.See file dsdata.txt to determine how the superseded data were derived.
 FY0006
 FY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA250787(NAD 83)
 FY0006_MARKER: DB = BENCH MARK DISK
 FY0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0006_SP_SET: WATER TANK
 FY0006_STAMPING: 526.137 D 30 1932
 FY0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0006
 FY0006  HISTORY     - Date     Condition        Report By
 FY0006  HISTORY     - 1932     MONUMENTED       CGS
 FY0006  HISTORY     - 1963     GOOD             NGS
 FY0006  HISTORY     - 20051021 MARK NOT FOUND   USPSQD
 FY0006
 FY0006                          STATION DESCRIPTION
 FY0006
 FY0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0006'2.1 MI N FROM CHASE CITY.
 FY0006'RECOVERED AS DESCRIBED EXCEPT THE WATER TANK IS GONE.  2.1 MILES
 FY0006'NORTH ALONG THE SOUTHERN RAILWAY FROM CHASE CITY, MECKLENBURG
 FY0006'COUNTY, 200 YARDS SOUTHEAST OF MILEPOST 15, 50 YARDS NORTHWEST
 FY0006'OF BRIDGE NO. D 15.2, AT A WATER TANK, AND IN THE TOP OF THE
 FY0006'NORTH CORNER OF THE CONCRETE BASE OF THE SOUTHEAST ONE OF TWO
 FY0006'EXTREME NORTHEAST FOOTINGS.  A STANDARD DISK, STAMPED 526.137
 FY0006'D 30 1932.
 FY0006
 FY0006                          STATION RECOVERY (2005)
 FY0006
 FY0006'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0006'AREA HAS BEEN CHANGED AND LANDSCAPED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0154 ***********************************************************************
 FX0154  DESIGNATION -  D 307
 FX0154  PID         -  FX0154
 FX0154  STATE/COUNTY-  VA/C OF NORFOLK
 FX0154  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0154
 FX0154                         *CURRENT SURVEY CONTROL
 FX0154  ___________________________________________________________________
 FX0154* NAD 83(1986)-  36 50 18.     (N)    076 17 17.     (W)     SCALED    
 FX0154* NAVD 88     -         2.332  (meters)       7.65   (feet)  ADJUSTED  
 FX0154  ___________________________________________________________________
 FX0154  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0154  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 FX0154  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 FX0154
 FX0154  VERT ORDER  -  FIRST     CLASS II
 FX0154
 FX0154.The horizontal coordinates were scaled from a topographic map and have
 FX0154.an estimated accuracy of +/- 6 seconds.
 FX0154
 FX0154.The orthometric height was determined by differential leveling
 FX0154.and adjusted by the National Geodetic Survey in June 1991..
 FX0154
 FX0154.The geoid height was determined by GEOID03.
 FX0154
 FX0154.The dynamic height is computed by dividing the NAVD 88
 FX0154.geopotential number by the normal gravity value computed on the
 FX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0154.degrees latitude (g = 980.6199 gals.).
 FX0154
 FX0154.The modeled gravity was interpolated from observed gravity values.
 FX0154
 FX0154;                    North         East    Units  Estimated Accuracy
 FX0154;SPC VA S     - 1,058,350.    3,697,280.      MT  (+/- 180 meters Scaled)
 FX0154
 FX0154                          SUPERSEDED SURVEY CONTROL
 FX0154
 FX0154  NGVD 29 (??/??/92)    2.703  (m)            8.87   (f) ADJ UNCH    1 2
 FX0154
 FX0154.Superseded values are not recommended for survey control.
 FX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0154.See file dsdata.txt to determine how the superseded data were derived.
 FX0154
 FX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF851777(NAD 83)
 FX0154_MARKER: DB = BENCH MARK DISK
 FX0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0154_SP_SET: RAILING
 FX0154_STAMPING: D 307 1952
 FX0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0154
 FX0154  HISTORY     - Date     Condition        Report By
 FX0154  HISTORY     - 1952     MONUMENTED       CGS
 FX0154  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0154
 FX0154                          STATION DESCRIPTION
 FX0154
 FX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FX0154'AT NORFOLK.
 FX0154'AT NORFOLK (BERKLEY), SET IN THE TOP OF THE SOUTH END OF THE
 FX0154'WEST CONCRETE RAILING OF SOUTH APPROACH OF BERKLEY-NORFOLK BRIDGE
 FX0154'OVER EAST BRANCH OF ELIZABETH RIVER, 0.8 FOOT SOUTH OF SOUTH
 FX0154'END OF STEEL RAILING, 0.5 FOOT WEST OF WEST EDGE OF SIDE WALK AND
 FX0154'ABOUT 2 INCHES ABOVE SIDE WALK.  THE GENERAL MANAGER OF
 FX0154'NORFOLK-PORTSMOUTH BRIDGE TUNNEL ADVISED THAT NO NEW CONSTRUCTION
 FX0154'HAS TAKEN PLACE ON THE BRIDGE SINCE DATE MARK WAS SET.
 FX0154
 FX0154                          STATION RECOVERY (1971)
 FX0154
 FX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0168 ***********************************************************************
 FX0168  DESIGNATION -  D 308
 FX0168  PID         -  FX0168
 FX0168  STATE/COUNTY-  VA/C OF NORFOLK
 FX0168  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0168
 FX0168                         *CURRENT SURVEY CONTROL
 FX0168  ___________________________________________________________________
 FX0168* NAD 83(1986)-  36 49 17.     (N)    076 17 48.     (W)     SCALED    
 FX0168* NAVD 88     -         3.579  (meters)      11.74   (feet)  ADJUSTED  
 FX0168  ___________________________________________________________________
 FX0168  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0168  DYNAMIC HT  -           3.576 (meters)      11.73  (feet)  COMP
 FX0168  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0168
 FX0168  VERT ORDER  -  FIRST     CLASS I
 FX0168
 FX0168.The horizontal coordinates were scaled from a topographic map and have
 FX0168.an estimated accuracy of +/- 6 seconds.
 FX0168
 FX0168.The orthometric height was determined by differential leveling
 FX0168.and adjusted by the National Geodetic Survey in June 1991..
 FX0168.WARNING-Repeat measurements at this control monument indicate possible
 FX0168.vertical movement.
 FX0168
 FX0168.The geoid height was determined by GEOID03.
 FX0168
 FX0168.The dynamic height is computed by dividing the NAVD 88
 FX0168.geopotential number by the normal gravity value computed on the
 FX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0168.degrees latitude (g = 980.6199 gals.).
 FX0168
 FX0168.The modeled gravity was interpolated from observed gravity values.
 FX0168
 FX0168;                    North         East    Units  Estimated Accuracy
 FX0168;SPC VA S     - 1,056,460.    3,696,560.      MT  (+/- 180 meters Scaled)
 FX0168
 FX0168                          SUPERSEDED SURVEY CONTROL
 FX0168
 FX0168  NGVD 29 (??/??/92)    3.820  (m)           12.53   (f) ADJ UNCH    1 1
 FX0168
 FX0168.Superseded values are not recommended for survey control.
 FX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0168.See file dsdata.txt to determine how the superseded data were derived.
 FX0168
 FX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843758(NAD 83)
 FX0168_MARKER: DB = BENCH MARK DISK
 FX0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0168_SP_SET: FLAGPOLE BASE
 FX0168_STAMPING: D 308 1952
 FX0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0168
 FX0168  HISTORY     - Date     Condition        Report By
 FX0168  HISTORY     - 1952     MONUMENTED       CGS
 FX0168  HISTORY     - 1971     GOOD             NGS
 FX0168  HISTORY     - 1978     GOOD             NGS
 FX0168  HISTORY     - 20011009 GOOD             USPSQD
 FX0168
 FX0168                          STATION DESCRIPTION
 FX0168
 FX0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0168'AT PORTSMOUTH.
 FX0168'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, IN A SMALL PARK
 FX0168'NEAR GATE 10, (4 TH STREET ENTRANCE), SET ON THE TOP OF THE
 FX0168'SOUTH EDGE OF A ROUND CONCRETE BASE FOR A FLAGPOLE WITH 3 STARS
 FX0168'ON THE TOP, ABOUT 50 YARDS SOUTHEAST OF THE CENTER OF GATE
 FX0168'10, 86 FEET EAST OF THE EAST CURB OF MAYO AVENUE AND INSIDE
 FX0168'THE SHIPYARD, 0.3 FOOT SOUTH OF THE STEEL FLAGPOLE AND 3.1
 FX0168'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 FX0168
 FX0168                          STATION RECOVERY (1978)
 FX0168
 FX0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0168'RECOVERED IN GOOD CONDITION.
 FX0168
 FX0168                          STATION RECOVERY (2001)
 FX0168
 FX0168'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0169 ***********************************************************************
 FX0169  DESIGNATION -  D 308 RESET 1962
 FX0169  PID         -  FX0169
 FX0169  STATE/COUNTY-  VA/C OF NORFOLK
 FX0169  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0169
 FX0169                         *CURRENT SURVEY CONTROL
 FX0169  ___________________________________________________________________
 FX0169* NAD 83(1986)-  36 49 17.     (N)    076 17 48.     (W)     SCALED    
 FX0169* NAVD 88     -         2.522  (meters)       8.27   (feet)  ADJUSTED  
 FX0169  ___________________________________________________________________
 FX0169  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0169  DYNAMIC HT  -           2.521 (meters)       8.27  (feet)  COMP
 FX0169  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0169
 FX0169  VERT ORDER  -  FIRST     CLASS I
 FX0169
 FX0169.The horizontal coordinates were scaled from a topographic map and have
 FX0169.an estimated accuracy of +/- 6 seconds.
 FX0169
 FX0169.The orthometric height was determined by differential leveling
 FX0169.and adjusted by the National Geodetic Survey in June 1991..
 FX0169
 FX0169.The geoid height was determined by GEOID03.
 FX0169
 FX0169.The dynamic height is computed by dividing the NAVD 88
 FX0169.geopotential number by the normal gravity value computed on the
 FX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0169.degrees latitude (g = 980.6199 gals.).
 FX0169
 FX0169.The modeled gravity was interpolated from observed gravity values.
 FX0169
 FX0169;                    North         East    Units  Estimated Accuracy
 FX0169;SPC VA S     - 1,056,460.    3,696,560.      MT  (+/- 180 meters Scaled)
 FX0169
 FX0169                          SUPERSEDED SURVEY CONTROL
 FX0169
 FX0169  NGVD 29 (??/??/92)    2.763  (m)            9.06   (f) ADJ UNCH    1 1
 FX0169
 FX0169.Superseded values are not recommended for survey control.
 FX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0169.See file dsdata.txt to determine how the superseded data were derived.
 FX0169
 FX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843758(NAD 83)
 FX0169_MARKER: DB = BENCH MARK DISK
 FX0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0169_SP_SET: SIDEWALK
 FX0169_STAMPING: D 308 RESET 1962
 FX0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0169
 FX0169  HISTORY     - Date     Condition        Report By
 FX0169  HISTORY     - 1962     MONUMENTED       CGS
 FX0169  HISTORY     - 1971     GOOD             NGS
 FX0169  HISTORY     - 1978     GOOD             NGS
 FX0169  HISTORY     - 20011009 GOOD             USPSQD
 FX0169
 FX0169                          STATION DESCRIPTION
 FX0169
 FX0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0169'AT PORTSMOUTH.
 FX0169'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, AT THE 4 TH STREET
 FX0169'ENTRANCE (GATE 10), ALONG THE EAST SIDE OF A SMALL PARK, SET
 FX0169'ON THE TOP OF THE EAST EDGE OF A CONCRETE SIDEWALK ALONG THE
 FX0169'WEST SIDE OF A SMALL FISH POND, 108.2 FEET SOUTH OF THE CONCRETE
 FX0169'WALL ALONG THE NORTH SIDE OF THE PARK, 149.7 FEET EAST OF THE
 FX0169'CENTER LINE OF MAYO AVENUE, 10.0 FEET WEST OF THE WEST SIDE
 FX0169'OF A BRICK WALL ON THE EAST SIDE OF THE POND, 63.7 FEET EAST
 FX0169'OF BM D 308 AND FLAGPOLE AND LEVEL WITH THE SIDEWALK.
 FX0169
 FX0169                          STATION RECOVERY (1978)
 FX0169
 FX0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0169'RECOVERED IN GOOD CONDITION.
 FX0169
 FX0169                          STATION RECOVERY (2001)
 FX0169
 FX0169'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0446 ***********************************************************************
 FX0446  DESIGNATION -  D 309
 FX0446  PID         -  FX0446
 FX0446  STATE/COUNTY-  VA/C OF NORFOLK
 FX0446  USGS QUAD   -  FENTRESS (1986)
 FX0446
 FX0446                         *CURRENT SURVEY CONTROL
 FX0446  ___________________________________________________________________
 FX0446* NAD 83(1986)-  36 44 12.     (N)    076 12 59.     (W)     SCALED    
 FX0446* NAVD 88     -         4.638  (meters)      15.22   (feet)  ADJUSTED  
 FX0446  ___________________________________________________________________
 FX0446  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 FX0446  DYNAMIC HT  -           4.634 (meters)      15.20  (feet)  COMP
 FX0446  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 FX0446
 FX0446  VERT ORDER  -  FIRST     CLASS I
 FX0446
 FX0446.The horizontal coordinates were scaled from a topographic map and have
 FX0446.an estimated accuracy of +/- 6 seconds.
 FX0446
 FX0446.The orthometric height was determined by differential leveling
 FX0446.and adjusted by the National Geodetic Survey in June 1991..
 FX0446.WARNING-Repeat measurements at this control monument indicate possible
 FX0446.vertical movement.
 FX0446
 FX0446.The geoid height was determined by GEOID03.
 FX0446
 FX0446.The dynamic height is computed by dividing the NAVD 88
 FX0446.geopotential number by the normal gravity value computed on the
 FX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0446.degrees latitude (g = 980.6199 gals.).
 FX0446
 FX0446.The modeled gravity was interpolated from observed gravity values.
 FX0446
 FX0446;                    North         East    Units  Estimated Accuracy
 FX0446;SPC VA S     - 1,047,230.    3,703,950.      MT  (+/- 180 meters Scaled)
 FX0446
 FX0446                          SUPERSEDED SURVEY CONTROL
 FX0446
 FX0446  NGVD 29 (??/??/92)    4.897  (m)           16.07   (f) ADJ UNCH    1 1
 FX0446
 FX0446.Superseded values are not recommended for survey control.
 FX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0446.See file dsdata.txt to determine how the superseded data were derived.
 FX0446
 FX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF913663(NAD 83)
 FX0446_MARKER: DB = BENCH MARK DISK
 FX0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0446_STAMPING: D 309 1952
 FX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0446+STABILITY: SURFACE MOTION
 FX0446
 FX0446  HISTORY     - Date     Condition        Report By
 FX0446  HISTORY     - 1952     MONUMENTED       CGS
 FX0446  HISTORY     - 1963     GOOD             NGS
 FX0446  HISTORY     - 1979     MARK NOT FOUND   NGS
 FX0446  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 FX0446  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 FX0446
 FX0446                          STATION DESCRIPTION
 FX0446
 FX0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0446'AT CHESAPEAKE.
 FX0446'AT CHESAPEAKE, ABOUT 0.65 MILE SOUTHWEST ALONG THE NORFOLK
 FX0446'SOUTHERN RAILWAY FROM THE CROSSING OF COUNTY ROAD 641 AT BUTTS
 FX0446'(A SUBDIVISION OF CHESAPEAKE), 70 FEET EAST SOUTHEAST OF CENTER
 FX0446'OF CROSSING OF A NARROW BLACK TOP ROAD, 38.5 FEET NORTHEAST
 FX0446'OF NORTHEAST RAIL, 77 FEET SOUTHWEST AND ACROSS ROAD FROM
 FX0446'POWER POLE 35, 35 FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD,
 FX0446'1 FOOT SOUTH OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF
 FX0446'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FX0446
 FX0446                          STATION RECOVERY (1979)
 FX0446
 FX0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0446'NOT RECOVERED.  NOTE=AREA DESCRIBED HAS BEEN LEVELED OFF.
 FX0446
 FX0446                          STATION RECOVERY (1995)
 FX0446
 FX0446'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX0446'MARK NOT FOUND.
 FX0446
 FX0446                          STATION RECOVERY (2004)
 FX0446
 FX0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0687 ***********************************************************************
 FY0687  DESIGNATION -  D 31 RESET 1967
 FY0687  PID         -  FY0687
 FY0687  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0687  USGS QUAD   -  BLAIRS (1990)
 FY0687
 FY0687                         *CURRENT SURVEY CONTROL
 FY0687  ___________________________________________________________________
 FY0687* NAD 83(1986)-  36 40 13.     (N)    079 22 12.     (W)     SCALED    
 FY0687* NAVD 88     -       196.66   (+/-2cm)     645.2    (feet)  VERTCON   
 FY0687  ___________________________________________________________________
 FY0687  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY0687
 FY0687  VERT ORDER  -  THIRD (See Below)
 FY0687
 FY0687.The horizontal coordinates were scaled from a topographic map and have
 FY0687.an estimated accuracy of +/- 6 seconds.
 FY0687
 FY0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY0687.The vertical order pertains to the NGVD 29 superseded value.
 FY0687
 FY0687.The geoid height was determined by GEOID03.
 FY0687
 FY0687;                    North         East    Units  Estimated Accuracy
 FY0687;SPC VA S     - 1,037,750.    3,422,230.      MT  (+/- 180 meters Scaled)
 FY0687
 FY0687                          SUPERSEDED SURVEY CONTROL
 FY0687
 FY0687  NGVD 29 (03/21/06)  196.90   (m)          646.0    (f) RESET       3  
 FY0687
 FY0687.Superseded values are not recommended for survey control.
 FY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0687.See file dsdata.txt to determine how the superseded data were derived.
 FY0687
 FY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA456595(NAD 83)
 FY0687_MARKER: DB = BENCH MARK DISK
 FY0687_SETTING: 0 = UNSPECIFIED SETTING
 FY0687_STAMPING: D 31 RESET 1967
 FY0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0687
 FY0687  HISTORY     - Date     Condition        Report By
 FY0687  HISTORY     - 1967     MONUMENTED       VADH
 FY0687
 FY0687                          STATION DESCRIPTION
 FY0687
 FY0687'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 FY0687'0.9 MI S FROM BLAIRS.
 FY0687'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM BLAIRS,
 FY0687'ABOUT 480 YARDS SOUTH OF MILEPOST 229, 140 NORTH OF AN OVERHEAD
 FY0687'BRIDGE, 200 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS,
 FY0687'16 1/2 FEET FROM THE SOUTHWEST CORNER OF A LOG TOBACCO BARN.
 FY0687'NOTE-- ORIGINAL MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0046 ***********************************************************************
 FX0046  DESIGNATION -  D 310
 FX0046  PID         -  FX0046
 FX0046  STATE/COUNTY-  VA/C OF NORFOLK
 FX0046  USGS QUAD   -  LITTLE CREEK (1989)
 FX0046
 FX0046                         *CURRENT SURVEY CONTROL
 FX0046  ___________________________________________________________________
 FX0046* NAD 83(1986)-  36 56 47.     (N)    076 14 21.     (W)     SCALED    
 FX0046* NAVD 88     -         4.005  (meters)      13.14   (feet)  ADJUSTED  
 FX0046  ___________________________________________________________________
 FX0046  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX0046  DYNAMIC HT  -           4.002 (meters)      13.13  (feet)  COMP
 FX0046  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 FX0046  OBS GRAVITY -     979,873.6   (mgal)                       GRAV_OBS
 FX0046
 FX0046  VERT ORDER  -  FIRST     CLASS I
 FX0046
 FX0046.The horizontal coordinates were scaled from a topographic map and have
 FX0046.an estimated accuracy of +/- 6 seconds.
 FX0046
 FX0046.The orthometric height was determined by differential leveling
 FX0046.and adjusted by the National Geodetic Survey in June 1991..
 FX0046.WARNING-Repeat measurements at this control monument indicate possible
 FX0046.vertical movement.
 FX0046
 FX0046.The geoid height was determined by GEOID03.
 FX0046
 FX0046.The dynamic height is computed by dividing the NAVD 88
 FX0046.geopotential number by the normal gravity value computed on the
 FX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0046.degrees latitude (g = 980.6199 gals.).
 FX0046
 FX0046.The modeled gravity was interpolated from observed gravity values.
 FX0046.The observed gravity was obtained from relative gravimeter ties
 FX0046.to the IGSN71 gravity network.
 FX0046
 FX0046;                    North         East    Units  Estimated Accuracy
 FX0046;SPC VA S     - 1,070,450.    3,701,360.      MT  (+/- 180 meters Scaled)
 FX0046
 FX0046                          SUPERSEDED SURVEY CONTROL
 FX0046
 FX0046  NGVD 29 (??/??/92)    4.255  (m)           13.96   (f) ADJ UNCH    1 1
 FX0046
 FX0046.Superseded values are not recommended for survey control.
 FX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0046.See file dsdata.txt to determine how the superseded data were derived.
 FX0046
 FX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF896896(NAD 83)
 FX0046_MARKER: DB = BENCH MARK DISK
 FX0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0046_STAMPING: D 310 1952
 FX0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0046+STABILITY: SURFACE MOTION
 FX0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0046+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 FX0046
 FX0046  HISTORY     - Date     Condition        Report By
 FX0046  HISTORY     - 1952     MONUMENTED       CGS
 FX0046  HISTORY     - 1972     GOOD             NGS
 FX0046  HISTORY     - 1978     GOOD             DMA
 FX0046  HISTORY     - 1979     GOOD             NGS
 FX0046  HISTORY     - 1989     GOOD             USPSQD
 FX0046  HISTORY     - 19970528 GOOD             USPSQD
 FX0046  HISTORY     - 20021012 GOOD             USPSQD
 FX0046
 FX0046                          STATION DESCRIPTION
 FX0046
 FX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0046'1.5 MI SE FROM OCEAN VIEW.
 FX0046'AT NORFOLK, ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 60
 FX0046'FROM THE JUNCTION OF STATE HIGHWAY 168 AT OCEAN VIEW (A
 FX0046'SUB-DIVISION OF NORFOLK), 1 BLOCK NORTHWEST OF THE SURFSIDE
 FX0046'MOTEL, AT THE JUNCTION OF ATLANS STREET, 32 1/2 FEET SOUTHWEST
 FX0046'OF THE CENTER LINE OF THE SOUTHWEST LANE OF THE HIGHWAY, 16 FEET
 FX0046'SOUTHEAST OF THE CENTER LINE OF ATLANS STREET, 6.8 FEET NORTHWEST
 FX0046'OF THE NORTHWEST FACE OF A 2-FOOT-HIGH CONCRETE BLOCK FENCE, 10 1/2
 FX0046'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET ABOVE THE LEVEL OF
 FX0046'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 FX0046'THE LEVEL OF THE SAND.
 FX0046
 FX0046                          STATION RECOVERY (1978)
 FX0046
 FX0046'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0046'RECOVERED IN GOOD CONDITION.
 FX0046
 FX0046                          STATION RECOVERY (1979)
 FX0046
 FX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0046'RECOVERED IN GOOD CONDITION.
 FX0046
 FX0046                          STATION RECOVERY (1989)
 FX0046
 FX0046'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDM)
 FX0046'RECOVERED IN GOOD CONDITION.
 FX0046
 FX0046                          STATION RECOVERY (1997)
 FX0046
 FX0046'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0046'RECOVERED IN GOOD CONDITION.
 FX0046
 FX0046                          STATION RECOVERY (2002)
 FX0046
 FX0046'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0046'DELETE  6.8 FEET NORTHWEST OF THE NORTHWEST FACE OF A 2 FOOT HIGH
 FX0046'CONCRETE BLOCK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0076 ***********************************************************************
 FW0076  DESIGNATION -  D 311
 FW0076  PID         -  FW0076
 FW0076  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0076  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0076
 FW0076                         *CURRENT SURVEY CONTROL
 FW0076  ___________________________________________________________________
 FW0076* NAD 83(1986)-  36 51 45.     (N)    075 58 45.     (W)     SCALED    
 FW0076* NAVD 88     -         5.700  (meters)      18.70   (feet)  ADJUSTED  
 FW0076  ___________________________________________________________________
 FW0076  GEOID HEIGHT-         -37.69  (meters)                     GEOID03
 FW0076  DYNAMIC HT  -           5.696 (meters)      18.69  (feet)  COMP
 FW0076  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 FW0076
 FW0076  VERT ORDER  -  FIRST     CLASS I
 FW0076
 FW0076.The horizontal coordinates were scaled from a topographic map and have
 FW0076.an estimated accuracy of +/- 6 seconds.
 FW0076
 FW0076.The orthometric height was determined by differential leveling
 FW0076.and adjusted by the National Geodetic Survey in June 1991..
 FW0076
 FW0076.The geoid height was determined by GEOID03.
 FW0076
 FW0076.The dynamic height is computed by dividing the NAVD 88
 FW0076.geopotential number by the normal gravity value computed on the
 FW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0076.degrees latitude (g = 980.6199 gals.).
 FW0076
 FW0076.The modeled gravity was interpolated from observed gravity values.
 FW0076
 FW0076;                    North         East    Units  Estimated Accuracy
 FW0076;SPC VA S     - 1,061,730.    3,724,760.      MT  (+/- 180 meters Scaled)
 FW0076
 FW0076                          SUPERSEDED SURVEY CONTROL
 FW0076
 FW0076  NGVD 29 (??/??/??)    5.951  (m)           19.52   (f) ADJUSTED    1 1
 FW0076
 FW0076.Superseded values are not recommended for survey control.
 FW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0076.See file dsdata.txt to determine how the superseded data were derived.
 FW0076
 FW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF127800(NAD 83)
 FW0076_MARKER: DB = BENCH MARK DISK
 FW0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0076_SP_SET: BUILDING
 FW0076_STAMPING: D 311 1952
 FW0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0076
 FW0076  HISTORY     - Date     Condition        Report By
 FW0076  HISTORY     - 1952     MONUMENTED       CGS
 FW0076  HISTORY     - 1963     GOOD             CGS
 FW0076  HISTORY     - 19891002 GOOD             USPSQD
 FW0076
 FW0076                          STATION DESCRIPTION
 FW0076
 FW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0076'AT VIRGINIA BEACH.
 FW0076'AT VIRGINIA BEACH, ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 60
 FW0076'(ATLANTIC AVENUE) FROM THE POST OFFICE, SET VERTICALLY IN THE
 FW0076'NORTH FACE OF THE EAST WING OF MAYFLOWER APARTMENT BUILDING
 FW0076'(15 STORY BUILDING) LOCATED AT ATLANTIC AVENUE AND 34TH STREET,
 FW0076'1 FOOT WEST OF NORTHEAST CORNER OF EAST WING OF BUILDING AND
 FW0076'ABOUT 3 FEET ABOVE GROUND.
 FW0076
 FW0076                          STATION RECOVERY (1963)
 FW0076
 FW0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0076'RECOVERED IN GOOD CONDITION.
 FW0076
 FW0076                          STATION RECOVERY (1989)
 FW0076
 FW0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0201 ***********************************************************************
 GV0201  DESIGNATION -  D 312
 GV0201  PID         -  GV0201
 GV0201  STATE/COUNTY-  VA/C OF HAMPTON
 GV0201  USGS QUAD   -  HAMPTON (1986)
 GV0201
 GV0201                         *CURRENT SURVEY CONTROL
 GV0201  ___________________________________________________________________
 GV0201* NAD 83(1986)-  37 01 02.     (N)    076 19 21.     (W)     SCALED    
 GV0201* NAVD 88     -         3.909  (meters)      12.82   (feet)  ADJUSTED  
 GV0201  ___________________________________________________________________
 GV0201  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 GV0201  DYNAMIC HT  -           3.906 (meters)      12.81  (feet)  COMP
 GV0201  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 GV0201
 GV0201  VERT ORDER  -  FIRST     CLASS II
 GV0201
 GV0201.The horizontal coordinates were scaled from a topographic map and have
 GV0201.an estimated accuracy of +/- 6 seconds.
 GV0201
 GV0201.The orthometric height was determined by differential leveling
 GV0201.and adjusted by the National Geodetic Survey in June 1991..
 GV0201.WARNING-Repeat measurements at this control monument indicate possible
 GV0201.vertical movement.
 GV0201
 GV0201.The geoid height was determined by GEOID03.
 GV0201
 GV0201.The dynamic height is computed by dividing the NAVD 88
 GV0201.geopotential number by the normal gravity value computed on the
 GV0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0201.degrees latitude (g = 980.6199 gals.).
 GV0201
 GV0201.The modeled gravity was interpolated from observed gravity values.
 GV0201
 GV0201;                    North         East    Units  Estimated Accuracy
 GV0201;SPC VA S     - 1,078,130.    3,693,760.      MT  (+/- 180 meters Scaled)
 GV0201
 GV0201                          SUPERSEDED SURVEY CONTROL
 GV0201
 GV0201  NGVD 29 (??/??/??)    4.158  (m)           13.64   (f) ADJUSTED    1 2
 GV0201
 GV0201.Superseded values are not recommended for survey control.
 GV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0201.See file dsdata.txt to determine how the superseded data were derived.
 GV0201
 GV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF823976(NAD 83)
 GV0201_MARKER: DB = BENCH MARK DISK
 GV0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0201_SP_SET: BUILDING
 GV0201_STAMPING: D 312 1952
 GV0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0201+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 GV0201
 GV0201  HISTORY     - Date     Condition        Report By
 GV0201  HISTORY     - 1952     MONUMENTED       CGS
 GV0201  HISTORY     - 1971     GOOD             NGS
 GV0201  HISTORY     - 1978     GOOD             DMA
 GV0201  HISTORY     - 1984     GOOD             USPSQD
 GV0201  HISTORY     - 20030419 GOOD             USPSQD
 GV0201  HISTORY     - 20030621 GOOD             GEOCAC
 GV0201
 GV0201                          STATION DESCRIPTION
 GV0201
 GV0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0201'AT HAMPTON.
 GV0201'AT HAMPTON, 1 BLOCK SOUTHWEST ALONG SOUTH HOPE STREET FROM THE
 GV0201'POST OFFICE AT PHOEBUS (A SUB-DIVISION OF HAMPTON), 29.5 FEET
 GV0201'NORTHWEST OF THE CENTER LINE OF SOUTH HOPE STREET, 50.5 FEET
 GV0201'SOUTHWEST OF THE CENTER LINE OF LANCER STREET, 16.6 FEET SOUTHWEST
 GV0201'OF THE CENTER OF THE SOUTHEAST ENTRANCE TO THE VPI COOP EXTENSION
 GV0201'SERVICE BLDG. SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK
 GV0201'WALL OF THE BUILDING AND 1 FOOT NORTHEAST OF THE SOUTH CORNER OF
 GV0201'THE BUILDING, 3.2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 GV0201'NOTE-- THIS BUILDING CONNECTS THE PHOEBUS FIRE DEPT BUILDING ON THE
 GV0201'NORTHEAST SIDE.
 GV0201
 GV0201                          STATION RECOVERY (1978)
 GV0201
 GV0201'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0201'RECOVERED IN GOOD CONDITION.
 GV0201
 GV0201                          STATION RECOVERY (1984)
 GV0201
 GV0201'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0201'RECOVERED IN GOOD CONDITION.
 GV0201
 GV0201                          STATION RECOVERY (2003)
 GV0201
 GV0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMA)
 GV0201'RECOVERED AS DESCRIBED
 GV0201
 GV0201                          STATION RECOVERY (2003)
 GV0201
 GV0201'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0564 ***********************************************************************
 GV0564  DESIGNATION -  D 313 RESET 1969
 GV0564  PID         -  GV0564
 GV0564  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0564  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV0564
 GV0564                         *CURRENT SURVEY CONTROL
 GV0564  ___________________________________________________________________
 GV0564* NAD 83(1986)-  37 05 44.     (N)    076 31 41.     (W)     SCALED    
 GV0564* NAVD 88     -         9.510  (meters)      31.20   (feet)  ADJUSTED  
 GV0564  ___________________________________________________________________
 GV0564  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV0564  DYNAMIC HT  -           9.503 (meters)      31.18  (feet)  COMP
 GV0564  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 GV0564
 GV0564  VERT ORDER  -  FIRST     CLASS I
 GV0564
 GV0564.The horizontal coordinates were scaled from a topographic map and have
 GV0564.an estimated accuracy of +/- 6 seconds.
 GV0564
 GV0564.The orthometric height was determined by differential leveling
 GV0564.and adjusted by the National Geodetic Survey in June 1991..
 GV0564
 GV0564.The geoid height was determined by GEOID03.
 GV0564
 GV0564.The dynamic height is computed by dividing the NAVD 88
 GV0564.geopotential number by the normal gravity value computed on the
 GV0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0564.degrees latitude (g = 980.6199 gals.).
 GV0564
 GV0564.The modeled gravity was interpolated from observed gravity values.
 GV0564
 GV0564;                    North         East    Units  Estimated Accuracy
 GV0564;SPC VA S     - 1,086,420.    3,675,290.      MT  (+/- 180 meters Scaled)
 GV0564
 GV0564                          SUPERSEDED SURVEY CONTROL
 GV0564
 GV0564  NGVD 29 (??/??/??)    9.747  (m)           31.98   (f) ADJUSTED    1 1
 GV0564
 GV0564.Superseded values are not recommended for survey control.
 GV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0564.See file dsdata.txt to determine how the superseded data were derived.
 GV0564
 GV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG642065(NAD 83)
 GV0564_MARKER: DB = BENCH MARK DISK
 GV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0564_STAMPING: D 313 RESET 1969
 GV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0564+STABILITY: SURFACE MOTION
 GV0564
 GV0564  HISTORY     - Date     Condition        Report By
 GV0564  HISTORY     - 1969     MONUMENTED       CGS
 GV0564  HISTORY     - 1971     GOOD             NGS
 GV0564  HISTORY     - 1975     GOOD             BAKER
 GV0564  HISTORY     - 1987     GOOD             USPSQD
 GV0564  HISTORY     - 1988     GOOD             USPSQD
 GV0564  HISTORY     - 1989     GOOD             USPSQD
 GV0564  HISTORY     - 1989     GOOD             USPSQD
 GV0564  HISTORY     - 19910306 GOOD             USPSQD
 GV0564
 GV0564                          STATION DESCRIPTION
 GV0564
 GV0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0564'AT NEWPORT NEWS.
 GV0564'AT NEWPORT NEWS, ABOUT 0.1 MILE SOUTHEAST ALONG MENCHVILLE ROAD
 GV0564'FROM THE MENCHVILLE HIGH SCHOOL BUILDING AT MENCHVILLE (A
 GV0564'SUB-DIVISION OF NEWPORT NEWS), 50 FEET WEST OF THE CENTER LINE
 GV0564'OF MENCHVILLE ROAD, 2 FEET EAST OF AN UNDERGROUND TELEPHONE
 GV0564'CABLE BOX NO. 153 M, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 GV0564'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 GV0564'CONCRETE POST FLUSH WITH THE GROUND.
 GV0564
 GV0564                          STATION RECOVERY (1975)
 GV0564
 GV0564'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 GV0564'RECOVERED IN GOOD CONDITION.
 GV0564
 GV0564                          STATION RECOVERY (1987)
 GV0564
 GV0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0564'RECOVERED IN GOOD CONDITION.
 GV0564
 GV0564                          STATION RECOVERY (1988)
 GV0564
 GV0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (HMS)
 GV0564'RECOVERED IN GOOD CONDITION.
 GV0564
 GV0564                          STATION RECOVERY (1989)
 GV0564
 GV0564'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0564'RECOVERED IN GOOD CONDITION.
 GV0564
 GV0564                          STATION RECOVERY (1989)
 GV0564
 GV0564'RECOVERY NOTE BY US POWER SQUADRON 1989 (VHF)
 GV0564'RECOVERED IN GOOD CONDITION.
 GV0564
 GV0564                          STATION RECOVERY (1991)
 GV0564
 GV0564'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCK)
 GV0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1646 ***********************************************************************
 HV1646  DESIGNATION -  D 314
 HV1646  PID         -  HV1646
 HV1646  STATE/COUNTY-  VA/FAIRFAX
 HV1646  USGS QUAD   -  ANNANDALE (1994)
 HV1646
 HV1646                         *CURRENT SURVEY CONTROL
 HV1646  ___________________________________________________________________
 HV1646* NAD 83(1993)-  38 46 05.82499(N)    077 09 47.40168(W)     ADJUSTED  
 HV1646* NAVD 88     -        62.034  (meters)     203.52   (feet)  ADJUSTED  
 HV1646  ___________________________________________________________________
 HV1646  X           -   1,106,321.740 (meters)                     COMP
 HV1646  Y           -  -4,855,044.596 (meters)                     COMP
 HV1646  Z           -   3,972,312.224 (meters)                     COMP
 HV1646  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 HV1646  ELLIP HEIGHT-          29.98  (meters)          (05/17/02) GPS OBS
 HV1646  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV1646  DYNAMIC HT  -          61.999 (meters)     203.41  (feet)  COMP
 HV1646  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 HV1646
 HV1646  HORZ ORDER  -  SECOND
 HV1646  VERT ORDER  -  FIRST     CLASS I
 HV1646  ELLP ORDER  -  FOURTH    CLASS II
 HV1646
 HV1646.The horizontal coordinates were established by GPS observations
 HV1646.and adjusted by the National Geodetic Survey in November 1994..
 HV1646
 HV1646.The orthometric height was determined by differential leveling
 HV1646.and adjusted by the National Geodetic Survey in June 1991..
 HV1646
 HV1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV1646
 HV1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV1646
 HV1646.The ellipsoidal height was determined by GPS observations
 HV1646.and is referenced to NAD 83.
 HV1646
 HV1646.The geoid height was determined by GEOID03.
 HV1646
 HV1646.The dynamic height is computed by dividing the NAVD 88
 HV1646.geopotential number by the normal gravity value computed on the
 HV1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1646.degrees latitude (g = 980.6199 gals.).
 HV1646
 HV1646.The modeled gravity was interpolated from observed gravity values.
 HV1646
 HV1646;                    North         East     Units Scale Factor Converg.
 HV1646;SPC VA N     - 2,123,124.649 3,616,172.086   MT  0.99995184   +0 50 03.6
 HV1646;SPC VA N     - 6,965,618.12 11,864,057.92   sFT  0.99995184   +0 50 03.6
 HV1646;UTM  18      - 4,293,285.413   312,068.419   MT  1.00003493   -1 21 17.7
 HV1646
 HV1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV1646!SPC VA N     -   0.99999530  x   0.99995184  =   0.99994714
 HV1646!UTM  18      -   0.99999530  x   1.00003493  =   1.00003023
 HV1646
 HV1646                          SUPERSEDED SURVEY CONTROL
 HV1646
 HV1646  NAD 83(1993)-  38 46 05.82366(N)    077 09 47.40546(W) AD(       ) 2
 HV1646  ELLIP H (09/27/93)   29.35   (m)                       GP(       ) 4 1
 HV1646  NGVD 29 (??/??/??)   62.279  (m)          204.33   (f) ADJUSTED    1 1
 HV1646
 HV1646.Superseded values are not recommended for survey control.
 HV1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1646.See file dsdata.txt to determine how the superseded data were derived.
 HV1646
 HV1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1206893285(NAD 83)
 HV1646_MARKER: DB = BENCH MARK DISK
 HV1646_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HV1646_SP_SET: FOOTING
 HV1646_STAMPING: D 314 1955
 HV1646_MARK LOGO: CGS   
 HV1646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1646+STABILITY: SURFACE MOTION
 HV1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1646+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1646
 HV1646  HISTORY     - Date     Condition        Report By
 HV1646  HISTORY     - 1955     MONUMENTED       CGS
 HV1646  HISTORY     - 1955     GOOD
 HV1646  HISTORY     - 1971     GOOD             NGS
 HV1646  HISTORY     - 1978     GOOD             DMA
 HV1646  HISTORY     - 1989     GOOD             LOCSUR
 HV1646  HISTORY     - 19900115 GOOD             RDA
 HV1646  HISTORY     - 19980117 GOOD             NGS
 HV1646
 HV1646                          STATION DESCRIPTION
 HV1646
 HV1646'DESCRIBED 1955
 HV1646'RECOVERED IN GOOD CONDITION.
 HV1646
 HV1646                          STATION RECOVERY (1971)
 HV1646
 HV1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV1646'1.9 MI S FROM MT HEBRON PARK.
 HV1646'ABOUT 1.9 MILES SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND
 HV1646'POTOMAC RAILROAD FROM THE INTERSTATE HIGHWAY 495 (CAPITOL BELTWAY)
 HV1646'OVERPASS AT MT. HEBRON PARK, 0.2 MILE NORTHEAST OF MILEPOST 98,
 HV1646'SET IN THE TOP OF THE WEST CORNER OF THE NORTHEAST CONCRETE
 HV1646'FOOTING OF A SIGNAL GENTRY, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 HV1646'RAIL OF THE SOUTHEAST TRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 HV1646'OF THE TRACK.
 HV1646
 HV1646                          STATION RECOVERY (1978)
 HV1646
 HV1646'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1646'RECOVERED IN GOOD CONDITION.
 HV1646
 HV1646                          STATION RECOVERY (1989)
 HV1646
 HV1646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (PM)
 HV1646'RECOVERED IN GOOD CONDITION.
 HV1646
 HV1646                          STATION RECOVERY (1990)
 HV1646
 HV1646'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1646'RECOVERED IN GOOD CONDITION.
 HV1646
 HV1646                          STATION RECOVERY (1998)
 HV1646
 HV1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JW)
 HV1646'7.64 FT (2.33 M) EAST OF A PK NAIL AND FLAGGING IN A RR TIE.  6.34 FT
 HV1646'(1.93 M) SW OF A PK NAIL AND FLAGGING IN A RR TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2484 ***********************************************************************
 HV2484  DESIGNATION -  D 315
 HV2484  PID         -  HV2484
 HV2484  STATE/COUNTY-  VA/FAIRFAX
 HV2484  USGS QUAD   -  FORT BELVOIR (1983)
 HV2484
 HV2484                         *CURRENT SURVEY CONTROL
 HV2484  ___________________________________________________________________
 HV2484* NAD 83(1986)-  38 37 56.     (N)    077 12 09.     (W)     SCALED    
 HV2484* NAVD 88     -         8.817  (meters)      28.93   (feet)  ADJUSTED  
 HV2484  ___________________________________________________________________
 HV2484  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV2484  DYNAMIC HT  -           8.812 (meters)      28.91  (feet)  COMP
 HV2484  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 HV2484
 HV2484  VERT ORDER  -  FIRST     CLASS II
 HV2484
 HV2484.The horizontal coordinates were scaled from a topographic map and have
 HV2484.an estimated accuracy of +/- 6 seconds.
 HV2484
 HV2484.The orthometric height was determined by differential leveling
 HV2484.and adjusted by the National Geodetic Survey in June 1991..
 HV2484
 HV2484.The geoid height was determined by GEOID03.
 HV2484
 HV2484.The dynamic height is computed by dividing the NAVD 88
 HV2484.geopotential number by the normal gravity value computed on the
 HV2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2484.degrees latitude (g = 980.6199 gals.).
 HV2484
 HV2484.The modeled gravity was interpolated from observed gravity values.
 HV2484
 HV2484;                    North         East    Units  Estimated Accuracy
 HV2484;SPC VA N     - 2,107,970.    3,612,970.      MT  (+/- 180 meters Scaled)
 HV2484
 HV2484                          SUPERSEDED SURVEY CONTROL
 HV2484
 HV2484  NGVD 29 (??/??/??)    9.075  (m)           29.77   (f) ADJUSTED    1 2
 HV2484
 HV2484.Superseded values are not recommended for survey control.
 HV2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2484.See file dsdata.txt to determine how the superseded data were derived.
 HV2484
 HV2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH082782(NAD 83)
 HV2484_MARKER: DB = BENCH MARK DISK
 HV2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2484_SP_SET: CONCRETE POST
 HV2484_STAMPING: D 315 1955
 HV2484_MARK LOGO: CGS   
 HV2484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2484+STABILITY: SURFACE MOTION
 HV2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2484+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2484
 HV2484  HISTORY     - Date     Condition        Report By
 HV2484  HISTORY     - 1955     MONUMENTED       CGS
 HV2484  HISTORY     - 19900115 GOOD             RDA
 HV2484
 HV2484                          STATION DESCRIPTION
 HV2484
 HV2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2484'9.5 MI S FROM POHICK.
 HV2484'THE STATION IS 7.7 MILES FROM THE INTERSECTION MADE BY ROUTE 242
 HV2484'AND U.S. 1.  3.2 MILES FROM THE INTERSECTION MADE BY ROUTE 242
 HV2484'AND SANDY POINT ROAD.  THE DISK IS SET 4 INCHES ABOVE THE GROUND
 HV2484'IN CONCRETE SURROUNDED BY RED TILE.  LOCATED AT THE INTERSECTION
 HV2484'MADE BY SANDY POINT ROAD AND ROAD TO HALL ESTATE, IT IS 12 FEET
 HV2484'NORTHEAST OF THE CENTER LINE OF SANDY POINT ROAD, 3 FEET EAST
 HV2484'OF VEPCO POLE NUMBER P.Q. 58X, 75 FEET NORTH OF CENTER LINE
 HV2484'OF ROAD TO HALL ESTATE.  THE STANDARD BRONZE DISK IS MARKED D 315
 HV2484'1955.
 HV2484
 HV2484                          STATION RECOVERY (1990)
 HV2484
 HV2484'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0625 ***********************************************************************
 GY0625  DESIGNATION -  D 316
 GY0625  PID         -  GY0625
 GY0625  STATE/COUNTY-  VA/BUCHANAN
 GY0625  USGS QUAD   -  HARMAN (1977)
 GY0625
 GY0625                         *CURRENT SURVEY CONTROL
 GY0625  ___________________________________________________________________
 GY0625* NAD 83(1986)-  37 20 26.     (N)    082 11 04.     (W)     SCALED    
 GY0625* NAVD 88     -       279.591  (meters)     917.29   (feet)  ADJUSTED  
 GY0625  ___________________________________________________________________
 GY0625  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0625  DYNAMIC HT  -         279.367 (meters)     916.56  (feet)  COMP
 GY0625  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 GY0625
 GY0625  VERT ORDER  -  SECOND    CLASS 0
 GY0625
 GY0625.The horizontal coordinates were scaled from a topographic map and have
 GY0625.an estimated accuracy of +/- 6 seconds.
 GY0625
 GY0625.The orthometric height was determined by differential leveling
 GY0625.and adjusted by the National Geodetic Survey in June 1991..
 GY0625
 GY0625.The geoid height was determined by GEOID03.
 GY0625
 GY0625.The dynamic height is computed by dividing the NAVD 88
 GY0625.geopotential number by the normal gravity value computed on the
 GY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0625.degrees latitude (g = 980.6199 gals.).
 GY0625
 GY0625.The modeled gravity was interpolated from observed gravity values.
 GY0625
 GY0625;                    North         East    Units  Estimated Accuracy
 GY0625;SPC VA S     - 1,118,150.    3,173,610.      MT  (+/- 180 meters Scaled)
 GY0625
 GY0625                          SUPERSEDED SURVEY CONTROL
 GY0625
 GY0625  NGVD 29 (??/??/92)  279.790  (m)          917.94   (f) ADJ UNCH    2 0
 GY0625
 GY0625.Superseded values are not recommended for survey control.
 GY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0625.See file dsdata.txt to determine how the superseded data were derived.
 GY0625
 GY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB950333(NAD 83)
 GY0625_MARKER: DB = BENCH MARK DISK
 GY0625_SETTING: 66 = SET IN ROCK OUTCROP
 GY0625_SP_SET: ROCK CUT
 GY0625_STAMPING: D 316 1952 917.944
 GY0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0625+STABILITY: POSITION/ELEVATION WELL
 GY0625
 GY0625  HISTORY     - Date     Condition        Report By
 GY0625  HISTORY     - 1952     MONUMENTED       CGS
 GY0625  HISTORY     - 1956     GOOD             NGS
 GY0625  HISTORY     - 1963     GOOD             NGS
 GY0625
 GY0625                          STATION DESCRIPTION
 GY0625
 GY0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0625'1.4 MI SE FROM BIG ROCK.
 GY0625'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE SCHOOL AT
 GY0625'BIG ROCK, ON THE OUTSIDE AND NEAR THE CENTER OF A LONG CURVE WITH
 GY0625'TANGENTS EXTENDING NORTHEAST AND SOUTHEAST, SET VERTICALLY IN
 GY0625'THE EAST FACE OF A ROCK CUT, 24 FEET WEST OF THE CENTER LINE OF
 GY0625'HIGHWAY, 113 FEET NORTH OF A LONE 30-INCH SYCAMORE TREE, 70 FEET
 GY0625'NORTH OF SOUTH END OF CUT, 19 FEET NORTH AND ABOUT 1 FOOT BELOW A
 GY0625'12-INCH TRIANGLE CHISELED IN FACE OF ROCK, 3.5 FEET ABOVE LEVEL
 GY0625'OF HIGHWAY.
 GY0625
 GY0625                          STATION RECOVERY (1963)
 GY0625
 GY0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GY0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0633 ***********************************************************************
 GY0633  DESIGNATION -  D 317
 GY0633  PID         -  GY0633
 GY0633  STATE/COUNTY-  VA/BUCHANAN
 GY0633  USGS QUAD   -  GRUNDY (1977)
 GY0633
 GY0633                         *CURRENT SURVEY CONTROL
 GY0633  ___________________________________________________________________
 GY0633* NAD 83(1986)-  37 21 06.     (N)    082 04 19.     (W)     SCALED    
 GY0633* NAVD 88     -       474.136  (meters)    1555.56   (feet)  ADJUSTED  
 GY0633  ___________________________________________________________________
 GY0633  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GY0633  DYNAMIC HT  -         473.742 (meters)    1554.27  (feet)  COMP
 GY0633  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GY0633
 GY0633  VERT ORDER  -  SECOND    CLASS 0
 GY0633
 GY0633.The horizontal coordinates were scaled from a topographic map and have
 GY0633.an estimated accuracy of +/- 6 seconds.
 GY0633
 GY0633.The orthometric height was determined by differential leveling
 GY0633.and adjusted by the National Geodetic Survey in June 1991..
 GY0633
 GY0633.The geoid height was determined by GEOID03.
 GY0633
 GY0633.The dynamic height is computed by dividing the NAVD 88
 GY0633.geopotential number by the normal gravity value computed on the
 GY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0633.degrees latitude (g = 980.6199 gals.).
 GY0633
 GY0633.The modeled gravity was interpolated from observed gravity values.
 GY0633
 GY0633;                    North         East    Units  Estimated Accuracy
 GY0633;SPC VA S     - 1,119,000.    3,183,620.      MT  (+/- 180 meters Scaled)
 GY0633
 GY0633                          SUPERSEDED SURVEY CONTROL
 GY0633
 GY0633  NGVD 29 (??/??/92)  474.317  (m)         1556.15   (f) ADJ UNCH    2 0
 GY0633
 GY0633.Superseded values are not recommended for survey control.
 GY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0633.See file dsdata.txt to determine how the superseded data were derived.
 GY0633
 GY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB050344(NAD 83)
 GY0633_MARKER: DB = BENCH MARK DISK
 GY0633_SETTING: 66 = SET IN ROCK OUTCROP
 GY0633_SP_SET: ROCK CUT
 GY0633_STAMPING: D 317 1952 1556.155
 GY0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0633+STABILITY: POSITION/ELEVATION WELL
 GY0633
 GY0633  HISTORY     - Date     Condition        Report By
 GY0633  HISTORY     - 1952     MONUMENTED       CGS
 GY0633  HISTORY     - 1956     GOOD             NGS
 GY0633
 GY0633                          STATION DESCRIPTION
 GY0633
 GY0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0633'0.2 MI W FROM HOME CREEK.
 GY0633'0.15 MILE WEST ALONG COUNTY ROAD 650 FROM THE POST OFFICE AND
 GY0633'MINE COMMISSARY AT HOME CREEK, ON THE OUTSIDE OF A SHARP TURN IN
 GY0633'ROAD WITH TANGENTS EXTENDING WEST AND SOUTHWEST, SET IN THE TOP
 GY0633'OF A SMALL LEDGE AT THE NORTH END OF A ROCK CUT, 23 FEET EAST OF
 GY0633'THE CENTER OF ROAD, 24 FEET EAST OF THE CENTER OF JUNCTION OF A
 GY0633'DIRT ROAD NORTHEAST, 16 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 GY0633'NORTHEAST, ABOUT 50 YARDS EAST AND ACROSS ROAD FROM WEST END OF A
 GY0633'NORFOLK AND WESTERN RAILROAD TUNNEL, 3.5 FEET NORTHWEST AND 2.5
 GY0633'FEET BELOW A 12-INCH TRIANGLE CHISELED IN FACE OF LEDGE, ABOUT 6
 GY0633'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0960 ***********************************************************************
 GY0960  DESIGNATION -  D 318
 GY0960  PID         -  GY0960
 GY0960  STATE/COUNTY-  VA/WISE
 GY0960  USGS QUAD   -  FLAT GAP (1978)
 GY0960
 GY0960                         *CURRENT SURVEY CONTROL
 GY0960  ___________________________________________________________________
 GY0960* NAD 83(1986)-  37 05 59.     (N)    082 40 33.     (W)     SCALED    
 GY0960* NAVD 88     -       495.554  (meters)    1625.83   (feet)  ADJUSTED  
 GY0960  ___________________________________________________________________
 GY0960  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY0960  DYNAMIC HT  -         495.128 (meters)    1624.43  (feet)  COMP
 GY0960  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 GY0960
 GY0960  VERT ORDER  -  SECOND    CLASS 0
 GY0960
 GY0960.The horizontal coordinates were scaled from a topographic map and have
 GY0960.an estimated accuracy of +/- 6 seconds.
 GY0960
 GY0960.The orthometric height was determined by differential leveling
 GY0960.and adjusted by the National Geodetic Survey in June 1991..
 GY0960
 GY0960.The geoid height was determined by GEOID03.
 GY0960
 GY0960.The dynamic height is computed by dividing the NAVD 88
 GY0960.geopotential number by the normal gravity value computed on the
 GY0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0960.degrees latitude (g = 980.6199 gals.).
 GY0960
 GY0960.The modeled gravity was interpolated from observed gravity values.
 GY0960
 GY0960;                    North         East    Units  Estimated Accuracy
 GY0960;SPC VA S     - 1,093,260.    3,128,930.      MT  (+/- 180 meters Scaled)
 GY0960
 GY0960                          SUPERSEDED SURVEY CONTROL
 GY0960
 GY0960  NGVD 29 (??/??/92)  495.698  (m)         1626.30   (f) ADJ UNCH    2 0
 GY0960
 GY0960.Superseded values are not recommended for survey control.
 GY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0960.See file dsdata.txt to determine how the superseded data were derived.
 GY0960
 GY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB510072(NAD 83)
 GY0960_MARKER: DB = BENCH MARK DISK
 GY0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0960_SP_SET: STEPS
 GY0960_STAMPING: D 318 1953 1623.303
 GY0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0960
 GY0960  HISTORY     - Date     Condition        Report By
 GY0960  HISTORY     - 1953     MONUMENTED       CGS
 GY0960  HISTORY     - 1956     GOOD             NGS
 GY0960
 GY0960                          STATION DESCRIPTION
 GY0960
 GY0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0960'2.8 MI NE FROM FLAT GAP.
 GY0960'2.85 MILES NORTHEAST ALONG COUNTY ROAD 671 FROM THE JUNCTION OF
 GY0960'COUNTY ROAD 707 AND POST OFFICE AT FLAT GAP, 1.05 MILES NORTHWEST
 GY0960'AND SOUTHWEST OF JUNCTION OF COUNTY ROAD 630, SET IN THE TOP OF
 GY0960'THE NORTHEAST END OF THE TOP STEP OF A FLIGHT OF SIX TOA WALF TO
 GY0960'A RED BRICK HOUSE WITH STONE FOUNDATION, 21 FEET SOUTHEAST OF THE
 GY0960'CENTER OF ROAD AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0981 ***********************************************************************
 GY0981  DESIGNATION -  D 319
 GY0981  PID         -  GY0981
 GY0981  STATE/COUNTY-  VA/WISE
 GY0981  USGS QUAD   -  FLAT GAP (1978)
 GY0981
 GY0981                         *CURRENT SURVEY CONTROL
 GY0981  ___________________________________________________________________
 GY0981* NAD 83(1986)-  37 04 32.     (N)    082 40 26.     (W)     SCALED    
 GY0981* NAVD 88     -       532.224  (meters)    1746.14   (feet)  ADJUSTED  
 GY0981  ___________________________________________________________________
 GY0981  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GY0981  DYNAMIC HT  -         531.754 (meters)    1744.60  (feet)  COMP
 GY0981  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 GY0981
 GY0981  VERT ORDER  -  SECOND    CLASS 0
 GY0981
 GY0981.The horizontal coordinates were scaled from a topographic map and have
 GY0981.an estimated accuracy of +/- 6 seconds.
 GY0981
 GY0981.The orthometric height was determined by differential leveling
 GY0981.and adjusted by the National Geodetic Survey in June 1991..
 GY0981
 GY0981.The geoid height was determined by GEOID03.
 GY0981
 GY0981.The dynamic height is computed by dividing the NAVD 88
 GY0981.geopotential number by the normal gravity value computed on the
 GY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0981.degrees latitude (g = 980.6199 gals.).
 GY0981
 GY0981.The modeled gravity was interpolated from observed gravity values.
 GY0981
 GY0981;                    North         East    Units  Estimated Accuracy
 GY0981;SPC VA S     - 1,090,570.    3,128,980.      MT  (+/- 180 meters Scaled)
 GY0981
 GY0981                          SUPERSEDED SURVEY CONTROL
 GY0981
 GY0981  NGVD 29 (??/??/92)  532.358  (m)         1746.58   (f) ADJ UNCH    2 0
 GY0981
 GY0981.Superseded values are not recommended for survey control.
 GY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0981.See file dsdata.txt to determine how the superseded data were derived.
 GY0981
 GY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB512045(NAD 83)
 GY0981_MARKER: DB = BENCH MARK DISK
 GY0981_SETTING: 66 = SET IN ROCK OUTCROP
 GY0981_SP_SET: ROCK CUT
 GY0981_STAMPING: D 319 1953 1746.578
 GY0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0981+STABILITY: POSITION/ELEVATION WELL
 GY0981
 GY0981  HISTORY     - Date     Condition        Report By
 GY0981  HISTORY     - 1953     MONUMENTED       CGS
 GY0981  HISTORY     - 1956     GOOD             NGS
 GY0981
 GY0981                          STATION DESCRIPTION
 GY0981
 GY0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0981'0.8 MI SW FROM DEWEY.
 GY0981'0.85 MILE SOUTHWEST ALONG COUNTY ROAD 620 FROM SCHOOL AT DEWEY,
 GY0981'0.3 MILE NORTHEAST OF JUNCTION OF A BLACK TOP ROAD NO. 627
 GY0981'NORTHWEST TO FLAT GAP, 143 YARDS NORTHEAST OF A WOODEN BRIDGE OVER
 GY0981'SOUTH FORK OF POUND RIVER, 73 YARDS NORTHEAST OF CONCRETE STEPS
 GY0981'LEADING NORTHWEST TO A HOUSE, 63 YARDS NORTHEAST OF A CULVERT
 GY0981'FOR A SMALL BRANCH FROM THE NORTHWEST, SET VERTICALLY IN THE
 GY0981'SOUTHEAST FACE OF A SOLID LAYER OF BLUE ROCK IN A SHALY 30-FOOT
 GY0981'HIGH CUT, 17 FEET NORTHWEST OF CENTER OF ROAD 620 AND ABOUT 3
 GY0981'FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0544 ***********************************************************************
 FZ0544  DESIGNATION -  D 32
 FZ0544  PID         -  FZ0544
 FZ0544  STATE/COUNTY-  VA/CARROLL
 FZ0544  USGS QUAD   -  CANA (1985)
 FZ0544
 FZ0544                         *CURRENT SURVEY CONTROL
 FZ0544  ___________________________________________________________________
 FZ0544* NAD 83(1986)-  36 33 39.     (N)    080 39 12.     (W)     SCALED    
 FZ0544* NAVD 88     -       396.472  (meters)    1300.76   (feet)  POSTED    
 FZ0544  ___________________________________________________________________
 FZ0544  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FZ0544  DYNAMIC HT  -         396.110 (meters)    1299.57  (feet)  COMP
 FZ0544  MODELED GRAV-     979,701.8   (mgal)                       NAVD 88
 FZ0544
 FZ0544  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FZ0544
 FZ0544.The horizontal coordinates were scaled from a topographic map and have
 FZ0544.an estimated accuracy of +/- 6 seconds.
 FZ0544
 FZ0544.The orthometric height was determined by differential leveling
 FZ0544.and adjusted by the National Geodetic Survey in 1992..
 FZ0544.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FZ0544.rate of 3.1 thru 4.0 mm/km.
 FZ0544
 FZ0544.The geoid height was determined by GEOID03.
 FZ0544
 FZ0544.The dynamic height is computed by dividing the NAVD 88
 FZ0544.geopotential number by the normal gravity value computed on the
 FZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0544.degrees latitude (g = 980.6199 gals.).
 FZ0544
 FZ0544.The modeled gravity was interpolated from observed gravity values.
 FZ0544
 FZ0544;                    North         East    Units  Estimated Accuracy
 FZ0544;SPC VA S     - 1,027,450.    3,307,240.      MT  (+/- 180 meters Scaled)
 FZ0544
 FZ0544                          SUPERSEDED SURVEY CONTROL
 FZ0544
 FZ0544  NGVD 29 (??/??/92)  396.639  (m)         1301.31   (f) ADJ UNCH    2 0
 FZ0544
 FZ0544.Superseded values are not recommended for survey control.
 FZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0544.See file dsdata.txt to determine how the superseded data were derived.
 FZ0544
 FZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA310462(NAD 83)
 FZ0544_MARKER: DB = BENCH MARK DISK
 FZ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0544_STAMPING: D 32 1933
 FZ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0544+STABILITY: SURFACE MOTION
 FZ0544
 FZ0544  HISTORY     - Date     Condition        Report By
 FZ0544  HISTORY     - 1933     MONUMENTED       CGS
 FZ0544  HISTORY     - 1957     MARK NOT FOUND   NGS
 FZ0544
 FZ0544                          STATION DESCRIPTION
 FZ0544
 FZ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0544'5.1 MI N FROM MT AIRY.
 FZ0544'IN CARROLL COUNTY, VIRGINIA, ABOUT 5 1/4 MILES NORTHWEST ALONG
 FZ0544'U.S. HIGHWAY 121 FROM MOUNT AIRY, SURRY COUNTY, NORTH CAROLINA,
 FZ0544'ABOUT 190 YARDS NORTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE,
 FZ0544'ABOUT 70 YARDS SOUTH OF THE HOME OF A.A. WEBB, ABOUT 15 FEET WEST
 FZ0544'OF THE WEST EDGE OF THE PAVEMENT, AND ABOUT LEVEL WITH THE
 FZ0544'HIGHWAY.  A STANDARD DISK, STAMPED D 32 1933 AND SET IN THE TOP OF
 FZ0544'A CONCRETE POST.
 FZ0544
 FZ0544                          STATION RECOVERY (1957)
 FZ0544
 FZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FZ0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1340 ***********************************************************************
 GA1340  DESIGNATION -  D 320
 GA1340  PID         -  GA1340
 GA1340  STATE/COUNTY-  VA/WISE
 GA1340  USGS QUAD   -  APPALACHIA (1991)
 GA1340
 GA1340                         *CURRENT SURVEY CONTROL
 GA1340  ___________________________________________________________________
 GA1340* NAD 83(1986)-  36 55 30.     (N)    082 50 58.     (W)     SCALED    
 GA1340* NAVD 88     -       925.524  (meters)    3036.49   (feet)  ADJUSTED  
 GA1340  ___________________________________________________________________
 GA1340  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1340  DYNAMIC HT  -         924.646 (meters)    3033.61  (feet)  COMP
 GA1340  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 GA1340
 GA1340  VERT ORDER  -  SECOND    CLASS 0
 GA1340
 GA1340.The horizontal coordinates were scaled from a topographic map and have
 GA1340.an estimated accuracy of +/- 6 seconds.
 GA1340
 GA1340.The orthometric height was determined by differential leveling
 GA1340.and adjusted by the National Geodetic Survey in June 1991..
 GA1340
 GA1340.The geoid height was determined by GEOID03.
 GA1340
 GA1340.The dynamic height is computed by dividing the NAVD 88
 GA1340.geopotential number by the normal gravity value computed on the
 GA1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1340.degrees latitude (g = 980.6199 gals.).
 GA1340
 GA1340.The modeled gravity was interpolated from observed gravity values.
 GA1340
 GA1340;                    North         East    Units  Estimated Accuracy
 GA1340;SPC VA S     - 1,074,590.    3,112,620.      MT  (+/- 180 meters Scaled)
 GA1340
 GA1340                          SUPERSEDED SURVEY CONTROL
 GA1340
 GA1340  NGVD 29 (??/??/92)  925.594  (m)         3036.72   (f) ADJ UNCH    2 0
 GA1340
 GA1340.Superseded values are not recommended for survey control.
 GA1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1340.See file dsdata.txt to determine how the superseded data were derived.
 GA1340
 GA1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA352881(NAD 83)
 GA1340_MARKER: DB = BENCH MARK DISK
 GA1340_SETTING: 66 = SET IN ROCK OUTCROP
 GA1340_SP_SET: ROCK CUT
 GA1340_STAMPING: D 320 1953 3036.720
 GA1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1340+STABILITY: POSITION/ELEVATION WELL
 GA1340
 GA1340  HISTORY     - Date     Condition        Report By
 GA1340  HISTORY     - 1953     MONUMENTED       CGS
 GA1340  HISTORY     - 1956     GOOD             NGS
 GA1340
 GA1340                          STATION DESCRIPTION
 GA1340
 GA1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1340'6.6 MI W FROM APPALACHIA.
 GA1340'6.55 MILES WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 GA1340'U.S. HIGHWAY 23 AND HIGH SCHOOL AT APPALACHIA, ON THE EAST SLOPE
 GA1340'OF BLACK MOUNTAIN, 1.8 MILES NORTHEAST OF THE TOP OF MOUNTAIN
 GA1340'AND THE KENTUCKY - VIRGINIA STATE LINE, SET VERTICALLY IN THE
 GA1340'SOUTH FACE OF A ROCK AT THE BOTTOM OF A 15-FOOT HIGH ROCK CUT,
 GA1340'22 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 45 FEET EAST OF WEST
 GA1340'END OF CUT, 4 FEET WEST OF WEST EDGE OF A PROJECTION OF ROCK
 GA1340'WHICH PROJECTS ABOUT 4 FEET OUT OF CUT AND ABOUT 1 FOOT ABOVE
 GA1340'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1586 ***********************************************************************
 GA1586  DESIGNATION -  D 321
 GA1586  PID         -  GA1586
 GA1586  STATE/COUNTY-  VA/LEE
 GA1586  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1586
 GA1586                         *CURRENT SURVEY CONTROL
 GA1586  ___________________________________________________________________
 GA1586* NAD 83(1986)-  36 46 05.     (N)    083 04 29.     (W)     SCALED    
 GA1586* NAVD 88     -       472.737  (meters)    1550.97   (feet)  ADJUSTED  
 GA1586  ___________________________________________________________________
 GA1586  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1586  DYNAMIC HT  -         472.319 (meters)    1549.60  (feet)  COMP
 GA1586  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 GA1586
 GA1586  VERT ORDER  -  SECOND    CLASS 0
 GA1586
 GA1586.The horizontal coordinates were scaled from a topographic map and have
 GA1586.an estimated accuracy of +/- 6 seconds.
 GA1586
 GA1586.The orthometric height was determined by differential leveling
 GA1586.and adjusted by the National Geodetic Survey in June 1991..
 GA1586
 GA1586.The geoid height was determined by GEOID03.
 GA1586
 GA1586.The dynamic height is computed by dividing the NAVD 88
 GA1586.geopotential number by the normal gravity value computed on the
 GA1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1586.degrees latitude (g = 980.6199 gals.).
 GA1586
 GA1586.The modeled gravity was interpolated from observed gravity values.
 GA1586
 GA1586;                    North         East    Units  Estimated Accuracy
 GA1586;SPC VA S     - 1,058,140.    3,091,720.      MT  (+/- 180 meters Scaled)
 GA1586
 GA1586                          SUPERSEDED SURVEY CONTROL
 GA1586
 GA1586  NGVD 29 (??/??/92)  472.866  (m)         1551.39   (f) ADJ UNCH    2 0
 GA1586
 GA1586.Superseded values are not recommended for survey control.
 GA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1586.See file dsdata.txt to determine how the superseded data were derived.
 GA1586
 GA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA148711(NAD 83)
 GA1586_MARKER: DB = BENCH MARK DISK
 GA1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1586_SP_SET: CULVERT
 GA1586_STAMPING: D 321 1953 1551.395
 GA1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1586
 GA1586  HISTORY     - Date     Condition        Report By
 GA1586  HISTORY     - 1953     MONUMENTED       CGS
 GA1586  HISTORY     - 1956     GOOD             NGS
 GA1586
 GA1586                          STATION DESCRIPTION
 GA1586
 GA1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1586'4.2 MI NW FROM PENNINGTON.
 GA1586'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1586'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, ABOUT 0.45 MILE
 GA1586'NORTHEAST OF A BRIDGE OVER STONE CREEK, IN THE TOP OF THE EAST
 GA1586'END OF THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT FOR
 GA1586'WOLF BRANCH, 20 YARDS SOUTHWEST OF JUNCTION OF COUNTY ROAD NO.
 GA1586'712, 17 FEET SOUTH OF CENTER LINE OF HIGHWAY 421 AND ABOUT 1
 GA1586'FOOT BELOW LEVEL OF HIGHWAY.
 GA1586
 GA1586                          STATION RECOVERY (1956)
 GA1586
 GA1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1296 ***********************************************************************
 GA1296  DESIGNATION -  D 322
 GA1296  PID         -  GA1296
 GA1296  STATE/COUNTY-  VA/LEE
 GA1296  USGS QUAD   -  KEOKEE (1978)
 GA1296
 GA1296                         *CURRENT SURVEY CONTROL
 GA1296  ___________________________________________________________________
 GA1296* NAD 83(1986)-  36 51 43.     (N)    082 53 45.     (W)     SCALED    
 GA1296* NAVD 88     -       641.166  (meters)    2103.56   (feet)  ADJUSTED  
 GA1296  ___________________________________________________________________
 GA1296  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1296  DYNAMIC HT  -         640.588 (meters)    2101.66  (feet)  COMP
 GA1296  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 GA1296
 GA1296  VERT ORDER  -  SECOND    CLASS 0
 GA1296
 GA1296.The horizontal coordinates were scaled from a topographic map and have
 GA1296.an estimated accuracy of +/- 6 seconds.
 GA1296
 GA1296.The orthometric height was determined by differential leveling
 GA1296.and adjusted by the National Geodetic Survey in June 1991..
 GA1296
 GA1296.The geoid height was determined by GEOID03.
 GA1296
 GA1296.The dynamic height is computed by dividing the NAVD 88
 GA1296.geopotential number by the normal gravity value computed on the
 GA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1296.degrees latitude (g = 980.6199 gals.).
 GA1296
 GA1296.The modeled gravity was interpolated from observed gravity values.
 GA1296
 GA1296;                    North         East    Units  Estimated Accuracy
 GA1296;SPC VA S     - 1,067,790.    3,108,160.      MT  (+/- 180 meters Scaled)
 GA1296
 GA1296                          SUPERSEDED SURVEY CONTROL
 GA1296
 GA1296  NGVD 29 (??/??/92)  641.274  (m)         2103.91   (f) ADJ UNCH    2 0
 GA1296
 GA1296.Superseded values are not recommended for survey control.
 GA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1296.See file dsdata.txt to determine how the superseded data were derived.
 GA1296
 GA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA310812(NAD 83)
 GA1296_MARKER: DB = BENCH MARK DISK
 GA1296_SETTING: 66 = SET IN ROCK OUTCROP
 GA1296_SP_SET: ROCK CUT
 GA1296_STAMPING: D 322 1953
 GA1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1296+STABILITY: POSITION/ELEVATION WELL
 GA1296
 GA1296  HISTORY     - Date     Condition        Report By
 GA1296  HISTORY     - 1953     MONUMENTED       CGS
 GA1296  HISTORY     - 1956     GOOD             NGS
 GA1296
 GA1296                          STATION DESCRIPTION
 GA1296
 GA1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1296'AT KEOKEE.
 GA1296'AT KEOKEE, ABOUT 0.3 MILE EAST OF THE HIGH SCHOOL, ABOUT 0.1
 GA1296'MILE SOUTHEAST OF POST OFFICE AND MINE COMMISSARY, AT THE
 GA1296'NORTHWEST END AND ON THE OUTSIDE OF A CURVE WITH TANGENTS
 GA1296'EXTENDING NORTHWEST AND NORTHEAST, ABOUT 40 YARDS EAST OF
 GA1296'PLEASANT HILL BAPTIST CHURCH, SET VERTICALLY ABOUT 1 FOOT ABOVE
 GA1296'GROUND IN THE NORTHEAST FACE OF A ROCK CUT, 33 FEET SOUTHWEST
 GA1296'OF CENTER LINE OF ROAD 606, 99 FEET WEST OF CENTER OF SOUTH END
 GA1296'OF A 4-FOOT CONCRETE CULVERT FOR A CREEK BRANCH AND CENTER OF
 GA1296'CURVE, 63 FEET WEST OF CENTER OF JUNCTION OF COUNTY ROAD 1005
 GA1296'LEADING SOUTH, AND ABOUT 5 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE--
 GA1296'A SHARP CURVE HAS BEEN CUT OUT OF THE ROAD AND MARK IS 180 FEET
 GA1296'SOUTHEAST OF THE JUNCTION OF ROADS 606 AND 1005 AND ALONG 1005.
 GA1296
 GA1296                          STATION RECOVERY (1956)
 GA1296
 GA1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0420 ***********************************************************************
 FX0420  DESIGNATION -  D 323
 FX0420  PID         -  FX0420
 FX0420  STATE/COUNTY-  VA/C OF NORFOLK
 FX0420  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0420
 FX0420                         *CURRENT SURVEY CONTROL
 FX0420  ___________________________________________________________________
 FX0420* NAD 83(1986)-  36 47 28.     (N)    076 20 29.     (W)     SCALED    
 FX0420* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 FX0420  ___________________________________________________________________
 FX0420  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX0420  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 FX0420  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0420
 FX0420  VERT ORDER  -  FIRST     CLASS II
 FX0420
 FX0420.The horizontal coordinates were scaled from a topographic map and have
 FX0420.an estimated accuracy of +/- 6 seconds.
 FX0420
 FX0420.The orthometric height was determined by differential leveling
 FX0420.and adjusted by the National Geodetic Survey in June 1991..
 FX0420
 FX0420.The geoid height was determined by GEOID03.
 FX0420
 FX0420.The dynamic height is computed by dividing the NAVD 88
 FX0420.geopotential number by the normal gravity value computed on the
 FX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0420.degrees latitude (g = 980.6199 gals.).
 FX0420
 FX0420.The modeled gravity was interpolated from observed gravity values.
 FX0420
 FX0420;                    North         East    Units  Estimated Accuracy
 FX0420;SPC VA S     - 1,053,000.    3,692,650.      MT  (+/- 180 meters Scaled)
 FX0420
 FX0420                          SUPERSEDED SURVEY CONTROL
 FX0420
 FX0420  NGVD 29 (??/??/92)    3.022  (m)            9.91   (f) ADJ UNCH    1 2
 FX0420
 FX0420.Superseded values are not recommended for survey control.
 FX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0420.See file dsdata.txt to determine how the superseded data were derived.
 FX0420
 FX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF803725(NAD 83)
 FX0420_MARKER: DB = BENCH MARK DISK
 FX0420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX0420_SP_SET: HEADWALL
 FX0420_STAMPING: D 323 1953
 FX0420_MARK LOGO: CGS   
 FX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0420+STABILITY: SURFACE MOTION
 FX0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0420+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 FX0420
 FX0420  HISTORY     - Date     Condition        Report By
 FX0420  HISTORY     - 1953     MONUMENTED       CGS
 FX0420  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX0420  HISTORY     - 1978     GOOD             NGS
 FX0420  HISTORY     - 19900613 GOOD             NGS
 FX0420  HISTORY     - 20060121 GOOD             USPSQD
 FX0420
 FX0420                          STATION DESCRIPTION
 FX0420
 FX0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0420'1.4 MI SW FROM CRADDOCK.
 FX0420'ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 17 (GEORGE WASHINGTON
 FX0420'HIGHWAY) FROM THE HIGH SCHOOL AT CRADDOCK, THENCE ABOUT 0.75 MILE
 FX0420'WEST ALONG THE VIRGINIAN RAILWAY, AT THE CROSSING OF COUNTY ROAD
 FX0420'NO. 738, SET IN THE TOP OF THE EAST END OF SOUTH HEAD WALL OF
 FX0420'AN 8-FOOT CONCRETE BOX CULVERT UNDER TRACK, 15 1/2 FEET SOUTH
 FX0420'OF SOUTH RAIL, 153 FEET EAST OF CENTER LINE OF ROAD CROSSING AND
 FX0420'ABOUT 7 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK PROJECTS 7.30
 FX0420'FEET ABOVE DRAIN BOTTOM, 20 FEET NORTH TO THE CENTERLINE OF
 FX0420'RAILROAD TRACK. = + 5.20 FEET, 151 FEET WEST TO THE CENTERLINE
 FX0420'OF INTERSECTION NORTH-SOUTH ROAD AND RAILROAD TRACK.= + 6.80 FEET.
 FX0420
 FX0420                          STATION RECOVERY (1960)
 FX0420
 FX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0420'MARK NOT FOUND.
 FX0420
 FX0420                          STATION RECOVERY (1978)
 FX0420
 FX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0420'RECOVERED IN GOOD CONDITION.
 FX0420
 FX0420                          STATION RECOVERY (1990)
 FX0420
 FX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FX0420'RECOVERED IN GOOD CONDITION.
 FX0420
 FX0420                          STATION RECOVERY (2006)
 FX0420
 FX0420'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0886 ***********************************************************************
 FX0886  DESIGNATION -  D 324
 FX0886  PID         -  FX0886
 FX0886  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0886  USGS QUAD   -  CHUCKATUCK (1990)
 FX0886
 FX0886                         *CURRENT SURVEY CONTROL
 FX0886  ___________________________________________________________________
 FX0886* NAD 83(1986)-  36 46 40.     (N)    076 34 58.     (W)     SCALED    
 FX0886* NAVD 88     -        17.005  (meters)      55.79   (feet)  ADJUSTED  
 FX0886  ___________________________________________________________________
 FX0886  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 FX0886  DYNAMIC HT  -          16.992 (meters)      55.75  (feet)  COMP
 FX0886  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 FX0886
 FX0886  VERT ORDER  -  FIRST     CLASS II
 FX0886
 FX0886.The horizontal coordinates were scaled from a topographic map and have
 FX0886.an estimated accuracy of +/- 6 seconds.
 FX0886
 FX0886.The orthometric height was determined by differential leveling
 FX0886.and adjusted by the National Geodetic Survey in June 1991..
 FX0886
 FX0886.The geoid height was determined by GEOID03.
 FX0886
 FX0886.The dynamic height is computed by dividing the NAVD 88
 FX0886.geopotential number by the normal gravity value computed on the
 FX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0886.degrees latitude (g = 980.6199 gals.).
 FX0886
 FX0886.The modeled gravity was interpolated from observed gravity values.
 FX0886
 FX0886;                    North         East    Units  Estimated Accuracy
 FX0886;SPC VA S     - 1,051,060.    3,671,140.      MT  (+/- 180 meters Scaled)
 FX0886
 FX0886                          SUPERSEDED SURVEY CONTROL
 FX0886
 FX0886  NGVD 29 (??/??/92)   17.404  (m)           57.10   (f) ADJ UNCH    1 2
 FX0886
 FX0886.Superseded values are not recommended for survey control.
 FX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0886.See file dsdata.txt to determine how the superseded data were derived.
 FX0886
 FX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF587713(NAD 83)
 FX0886_MARKER: DB = BENCH MARK DISK
 FX0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0886_STAMPING: D 324 1953
 FX0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0886+STABILITY: SURFACE MOTION
 FX0886
 FX0886  HISTORY     - Date     Condition        Report By
 FX0886  HISTORY     - 1953     MONUMENTED       CGS
 FX0886  HISTORY     - 1960     GOOD             NGS
 FX0886
 FX0886                          STATION DESCRIPTION
 FX0886
 FX0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0886'2.8 MI N FROM SUFFOLK.
 FX0886'1.5 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE
 FX0886'JUNCTION OF U.S. HIGHWAY 58 AND THE COURT HOUSE AT SUFFOLK,
 FX0886'THENCE ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 32, ON THE
 FX0886'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 FX0886'SOUTH-SOUTHWEST, 36 FEET EAST OF CENTER LINE OF HIGHWAY, 104
 FX0886'FEET NORTH OF A FENCE CORNER LOCATED AT SOUTH POINT OF A NARROW
 FX0886'STRIP OF TIMBER, 36 FEET NORTH-NORTHEAST OF TELEPHONE POLE NO.
 FX0886'539, 12 1/2 FEET WEST OF A FENCE LINE ALONG WEST EDGE OF A
 FX0886'CULTIVATED FIELD, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FX0886'POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 FX0886'OF A CONCRETE POST PROJECTING 3 INCHES.  THE WITNESS POST WAS
 FX0886'REPLACED BY A USC AND GS WITNESS SIGN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0864 ***********************************************************************
 FX0864  DESIGNATION -  D 325
 FX0864  PID         -  FX0864
 FX0864  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0864  USGS QUAD   -  BUCKHORN (1986)
 FX0864
 FX0864                         *CURRENT SURVEY CONTROL
 FX0864  ___________________________________________________________________
 FX0864* NAD 83(1986)-  36 43 47.     (N)    076 38 33.     (W)     SCALED    
 FX0864* NAVD 88     -        17.351  (meters)      56.93   (feet)  ADJUSTED  
 FX0864  ___________________________________________________________________
 FX0864  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 FX0864  DYNAMIC HT  -          17.338 (meters)      56.88  (feet)  COMP
 FX0864  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 FX0864
 FX0864  VERT ORDER  -  FIRST     CLASS II
 FX0864
 FX0864.The horizontal coordinates were scaled from a topographic map and have
 FX0864.an estimated accuracy of +/- 6 seconds.
 FX0864
 FX0864.The orthometric height was determined by differential leveling
 FX0864.and adjusted by the National Geodetic Survey in June 1991..
 FX0864
 FX0864.The geoid height was determined by GEOID03.
 FX0864
 FX0864.The dynamic height is computed by dividing the NAVD 88
 FX0864.geopotential number by the normal gravity value computed on the
 FX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0864.degrees latitude (g = 980.6199 gals.).
 FX0864
 FX0864.The modeled gravity was interpolated from observed gravity values.
 FX0864
 FX0864;                    North         East    Units  Estimated Accuracy
 FX0864;SPC VA S     - 1,045,620.    3,665,910.      MT  (+/- 180 meters Scaled)
 FX0864
 FX0864                          SUPERSEDED SURVEY CONTROL
 FX0864
 FX0864  NGVD 29 (??/??/92)   17.766  (m)           58.29   (f) ADJ UNCH    1 2
 FX0864
 FX0864.Superseded values are not recommended for survey control.
 FX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0864.See file dsdata.txt to determine how the superseded data were derived.
 FX0864
 FX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF533661(NAD 83)
 FX0864_MARKER: DB = BENCH MARK DISK
 FX0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0864_STAMPING: D 325 1953
 FX0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0864+STABILITY: SURFACE MOTION
 FX0864
 FX0864  HISTORY     - Date     Condition        Report By
 FX0864  HISTORY     - 1953     MONUMENTED       CGS
 FX0864  HISTORY     - 1960     GOOD             NGS
 FX0864  HISTORY     - 1978     GOOD             NGS
 FX0864
 FX0864                          STATION DESCRIPTION
 FX0864
 FX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0864'3.4 MI W FROM SUFFOLK.
 FX0864'3.45 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0864'STATION AT SUFFOLK, ABOUT 215 YARDS EAST OF CROSSING OF A PRIVATE
 FX0864'FIELD ROAD, 194 1/2 FEET EAST OF MILE POST 21, 46 FEET NORTH OF
 FX0864'NORTH RAIL OF MAIN TRACK, 99 FEET NORTHEAST AND ACROSS TRACK FROM
 FX0864'TELEPHONE POLE NO. F 32 2, 126 FEET NORTHWEST AND ACROSS THE TRACK
 FX0864'FROM TELEPHONE POLE NO. 149, 5 FEET SOUTH OF A 12-INCH WHITE OAK
 FX0864'TREE, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 FX0864'A CONCRETE POST PROJECTING 3 INCHES.
 FX0864
 FX0864                          STATION RECOVERY (1960)
 FX0864
 FX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0864'RECOVERED IN GOOD CONDITION.
 FX0864
 FX0864                          STATION RECOVERY (1978)
 FX0864
 FX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1989 ***********************************************************************
 GX1989  DESIGNATION -  D 326
 GX1989  PID         -  GX1989
 GX1989  STATE/COUNTY-  VA/TAZEWELL
 GX1989  USGS QUAD   -  AMONATE (1977)
 GX1989
 GX1989                         *CURRENT SURVEY CONTROL
 GX1989  ___________________________________________________________________
 GX1989* NAD 83(1986)-  37 08 07.     (N)    081 41 25.     (W)     SCALED    
 GX1989* NAVD 88     -       650.000  (meters)    2132.54   (feet)  ADJUSTED  
 GX1989  ___________________________________________________________________
 GX1989  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GX1989  DYNAMIC HT  -         649.424 (meters)    2130.65  (feet)  COMP
 GX1989  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 GX1989
 GX1989  VERT ORDER  -  SECOND    CLASS 0
 GX1989
 GX1989.The horizontal coordinates were scaled from a topographic map and have
 GX1989.an estimated accuracy of +/- 6 seconds.
 GX1989
 GX1989.The orthometric height was determined by differential leveling
 GX1989.and adjusted by the National Geodetic Survey in June 1991..
 GX1989
 GX1989.The geoid height was determined by GEOID03.
 GX1989
 GX1989.The dynamic height is computed by dividing the NAVD 88
 GX1989.geopotential number by the normal gravity value computed on the
 GX1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1989.degrees latitude (g = 980.6199 gals.).
 GX1989
 GX1989.The modeled gravity was interpolated from observed gravity values.
 GX1989
 GX1989;                    North         East    Units  Estimated Accuracy
 GX1989;SPC VA S     - 1,093,780.    3,216,600.      MT  (+/- 180 meters Scaled)
 GX1989
 GX1989                          SUPERSEDED SURVEY CONTROL
 GX1989
 GX1989  NGVD 29 (??/??/92)  650.128  (m)         2132.96   (f) ADJ UNCH    2 0
 GX1989
 GX1989.Superseded values are not recommended for survey control.
 GX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1989.See file dsdata.txt to determine how the superseded data were derived.
 GX1989
 GX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB386101(NAD 83)
 GX1989_MARKER: DB = BENCH MARK DISK
 GX1989_SETTING: 66 = SET IN ROCK OUTCROP
 GX1989_SP_SET: OUTCROP
 GX1989_STAMPING: D 326 1958
 GX1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1989+STABILITY: POSITION/ELEVATION WELL
 GX1989
 GX1989  HISTORY     - Date     Condition        Report By
 GX1989  HISTORY     - 1958     MONUMENTED       CGS
 GX1989
 GX1989                          STATION DESCRIPTION
 GX1989
 GX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1989'1.4 MI SE FROM BANDY.
 GX1989'0.95 MILE SOUTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1989'BANDY, THENCE ABOUT 0.45 MILE NORTHEAST ALONG ROAD NO. 626, IN
 GX1989'THE TOP OF THE LOWER SHELF OF A 2 1/2-FOOT BY 10-FOOT ROCK OUTCROP,
 GX1989'16 FEET WEST OF CENTER LINE OF ROAD, 19 FEET SOUTHEAST OF POWER
 GX1989'POLE NO. 428-10, 63 FEET NORTHWEST AND ACROSS ROAD FROM NORTHWEST
 GX1989'CORNER OF A 1-STORY RED FRAME HOUSE, AND ABOUT 2 1/2 FEET ABOVE
 GX1989'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1980 ***********************************************************************
 GX1980  DESIGNATION -  D 327
 GX1980  PID         -  GX1980
 GX1980  STATE/COUNTY-  VA/TAZEWELL
 GX1980  USGS QUAD   -  AMONATE (1977)
 GX1980
 GX1980                         *CURRENT SURVEY CONTROL
 GX1980  ___________________________________________________________________
 GX1980* NAD 83(1986)-  37 08 08.     (N)    081 37 40.     (W)     SCALED    
 GX1980* NAVD 88     -       652.164  (meters)    2139.64   (feet)  ADJUSTED  
 GX1980  ___________________________________________________________________
 GX1980  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GX1980  DYNAMIC HT  -         651.581 (meters)    2137.73  (feet)  COMP
 GX1980  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 GX1980
 GX1980  VERT ORDER  -  SECOND    CLASS 0
 GX1980
 GX1980.The horizontal coordinates were scaled from a topographic map and have
 GX1980.an estimated accuracy of +/- 6 seconds.
 GX1980
 GX1980.The orthometric height was determined by differential leveling
 GX1980.and adjusted by the National Geodetic Survey in June 1991..
 GX1980
 GX1980.The geoid height was determined by GEOID03.
 GX1980
 GX1980.The dynamic height is computed by dividing the NAVD 88
 GX1980.geopotential number by the normal gravity value computed on the
 GX1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1980.degrees latitude (g = 980.6199 gals.).
 GX1980
 GX1980.The modeled gravity was interpolated from observed gravity values.
 GX1980
 GX1980;                    North         East    Units  Estimated Accuracy
 GX1980;SPC VA S     - 1,093,630.    3,222,150.      MT  (+/- 180 meters Scaled)
 GX1980
 GX1980                          SUPERSEDED SURVEY CONTROL
 GX1980
 GX1980  NGVD 29 (??/??/92)  652.282  (m)         2140.03   (f) ADJ UNCH    2 0
 GX1980
 GX1980.Superseded values are not recommended for survey control.
 GX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1980.See file dsdata.txt to determine how the superseded data were derived.
 GX1980
 GX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB442100(NAD 83)
 GX1980_MARKER: DB = BENCH MARK DISK
 GX1980_SETTING: 66 = SET IN ROCK OUTCROP
 GX1980_SP_SET: OUTCROP
 GX1980_STAMPING: D 327 1958
 GX1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1980+STABILITY: POSITION/ELEVATION WELL
 GX1980
 GX1980  HISTORY     - Date     Condition        Report By
 GX1980  HISTORY     - 1958     MONUMENTED       CGS
 GX1980
 GX1980                          STATION DESCRIPTION
 GX1980
 GX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1980'3.4 MI N FROM MAXWELL.
 GX1980'3.4 MILES NORTH ALONG ROAD NO. 637 FROM THE CROSSING OF THE
 GX1980'NORFOLK AND WESTERN RAILWAY AT MAXWELL, ON THE OUTSIDE OF A
 GX1980'HORSE-SHOE CURVE WITH TANGENTS EXTENDING SOUTH, ON THE WEST
 GX1980'SLOPE OF A LONG GRADE, SET VERTICALLY IN THE SOUTH FACE OF A
 GX1980'12-FOOT LONG AND 5-FOOT HIGH ROCK IN A CUT, 14 FEET NORTH OF
 GX1980'CENTER LINE OF ROAD AT THE CENTER OF CURVE, 15 FEET EAST OF WEST
 GX1980'END OF CUT, 3 FEET ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF
 GX1980'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0777 ***********************************************************************
 GY0777  DESIGNATION -  D 328
 GY0777  PID         -  GY0777
 GY0777  STATE/COUNTY-  VA/BUCHANAN
 GY0777  USGS QUAD   -  HURLEY (1977)
 GY0777
 GY0777                         *CURRENT SURVEY CONTROL
 GY0777  ___________________________________________________________________
 GY0777* NAD 83(1986)-  37 23 49.     (N)    082 00 23.     (W)     SCALED    
 GY0777* NAVD 88     -       319.459  (meters)    1048.09   (feet)  ADJUSTED  
 GY0777  ___________________________________________________________________
 GY0777  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GY0777  DYNAMIC HT  -         319.203 (meters)    1047.25  (feet)  COMP
 GY0777  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GY0777
 GY0777  VERT ORDER  -  SECOND    CLASS 0
 GY0777
 GY0777.The horizontal coordinates were scaled from a topographic map and have
 GY0777.an estimated accuracy of +/- 6 seconds.
 GY0777
 GY0777.The orthometric height was determined by differential leveling
 GY0777.and adjusted by the National Geodetic Survey in June 1991..
 GY0777
 GY0777.The geoid height was determined by GEOID03.
 GY0777
 GY0777.The dynamic height is computed by dividing the NAVD 88
 GY0777.geopotential number by the normal gravity value computed on the
 GY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0777.degrees latitude (g = 980.6199 gals.).
 GY0777
 GY0777.The modeled gravity was interpolated from observed gravity values.
 GY0777
 GY0777;                    North         East    Units  Estimated Accuracy
 GY0777;SPC VA S     - 1,123,800.    3,189,610.      MT  (+/- 180 meters Scaled)
 GY0777
 GY0777                          SUPERSEDED SURVEY CONTROL
 GY0777
 GY0777  NGVD 29 (??/??/92)  319.657  (m)         1048.74   (f) ADJ UNCH    2 0
 GY0777
 GY0777.Superseded values are not recommended for survey control.
 GY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0777.See file dsdata.txt to determine how the superseded data were derived.
 GY0777
 GY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB109393(NAD 83)
 GY0777_MARKER: DB = BENCH MARK DISK
 GY0777_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GY0777_SP_SET: UNSPECIFIED ROCK
 GY0777_STAMPING: D 328 1958
 GY0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0777
 GY0777  HISTORY     - Date     Condition        Report By
 GY0777  HISTORY     - 1958     MONUMENTED       CGS
 GY0777
 GY0777                          STATION DESCRIPTION
 GY0777
 GY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0777'2.4 MI SE FROM HURLEY.
 GY0777'2.35 MILES SOUTHEAST ALONG ROAD NO. 643 FROM THE JUNCTION OF
 GY0777'ROAD NO. 650 AT HURLEY, ABOUT 1.5 MILES SOUTH OF HURLEY HIGH
 GY0777'SCHOOL, 100 YARDS SOUTHEAST OF A WOODEN BRIDGE OVER A CREEK
 GY0777'BRANCH, ACROSS KNOX CREEK AND ROAD FROM THE CENTER OF DOOLEY
 GY0777'HOLLOW, SET VERTICALLY IN THE SOUTHWEST OF A 1 1/2-FOOT THICK
 GY0777'LAYER OF ROCK IN BANK OF CREEK, 17 FEET NORTHEAST OF CENTER LINE
 GY0777'OF ROAD, AND ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1815 ***********************************************************************
 GX1815  DESIGNATION -  D 329 RESET 1967
 GX1815  PID         -  GX1815
 GX1815  STATE/COUNTY-  VA/TAZEWELL
 GX1815  USGS QUAD   -  RICHLANDS (1978)
 GX1815
 GX1815                         *CURRENT SURVEY CONTROL
 GX1815  ___________________________________________________________________
 GX1815* NAD 83(1986)-  37 05 32.     (N)    081 50 04.     (W)     SCALED    
 GX1815* NAVD 88     -       590.40   (meters)    1937.0    (feet)  RESET     
 GX1815  ___________________________________________________________________
 GX1815  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GX1815
 GX1815  VERT ORDER  -  THIRD
 GX1815
 GX1815.The horizontal coordinates were scaled from a topographic map and have
 GX1815.an estimated accuracy of +/- 6 seconds.
 GX1815
 GX1815.The orthometric height was computed from unverified reset data.
 GX1815.No vertical observational check was made to the station.
 GX1815
 GX1815.The geoid height was determined by GEOID03.
 GX1815
 GX1815;                    North         East    Units  Estimated Accuracy
 GX1815;SPC VA S     - 1,089,450.    3,203,630.      MT  (+/- 180 meters Scaled)
 GX1815
 GX1815                          SUPERSEDED SURVEY CONTROL
 GX1815
 GX1815  NGVD 29 (??/??/??)  585.68   (m)         1921.5    (f) RESET       3  
 GX1815
 GX1815.Superseded values are not recommended for survey control.
 GX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1815.See file dsdata.txt to determine how the superseded data were derived.
 GX1815
 GX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB258054(NAD 83)
 GX1815_MARKER: DB = BENCH MARK DISK
 GX1815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1815_SP_SET: BRIDGE
 GX1815_STAMPING: D 329 RESET 1967
 GX1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1815
 GX1815  HISTORY     - Date     Condition        Report By
 GX1815  HISTORY     - 1967     MONUMENTED       VADH
 GX1815
 GX1815                          STATION DESCRIPTION
 GX1815
 GX1815'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 GX1815'1.3 MI E FROM RAVEN.
 GX1815'ABOUT 1.3 MILES EAST ALONG THE NORFOLK AND WESTERN RAILROAD FROM
 GX1815'THE STATION AT RAVEN, 0.3 MILE EAST OF THE RAILROAD CROSSING
 GX1815'AT DORAN, 270 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 460,
 GX1815'SET IN THE TOP OF THE NORTH HEADWALL OF NORFOLK AND WESTERN
 GX1815'RAILROAD BRIDGE 1356 OVER MUD LICK CREEK, 1 FOOT WEST OF THE EAST
 GX1815'END OF THE NORTH HEADWALL, 4.5 FEET NORTH OF THE NORTH RAIL OF
 GX1815'THE MAIN TRACK, 4 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK,
 GX1815'112 FEET EAST OF RAILROAD MILEPOST N 406, 1.5 FEET LOWER THAN THE
 GX1815'RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1509 ***********************************************************************
 GA1509  DESIGNATION -  D 33
 GA1509  PID         -  GA1509
 GA1509  STATE/COUNTY-  VA/LEE
 GA1509  USGS QUAD   -  EWING (1978)
 GA1509
 GA1509                         *CURRENT SURVEY CONTROL
 GA1509  ___________________________________________________________________
 GA1509* NAD 83(1986)-  36 38 15.     (N)    083 26 02.     (W)     SCALED    
 GA1509* NAVD 88     -       424.458  (meters)    1392.58   (feet)  ADJUSTED  
 GA1509  ___________________________________________________________________
 GA1509  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1509  DYNAMIC HT  -         424.083 (meters)    1391.35  (feet)  COMP
 GA1509  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 GA1509
 GA1509  VERT ORDER  -  SECOND    CLASS 0
 GA1509
 GA1509.The horizontal coordinates were scaled from a topographic map and have
 GA1509.an estimated accuracy of +/- 6 seconds.
 GA1509
 GA1509.The orthometric height was determined by differential leveling
 GA1509.and adjusted by the National Geodetic Survey in June 1991..
 GA1509
 GA1509.The geoid height was determined by GEOID03.
 GA1509
 GA1509.The dynamic height is computed by dividing the NAVD 88
 GA1509.geopotential number by the normal gravity value computed on the
 GA1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1509.degrees latitude (g = 980.6199 gals.).
 GA1509
 GA1509.The modeled gravity was interpolated from observed gravity values.
 GA1509
 GA1509;                    North         East    Units  Estimated Accuracy
 GA1509;SPC VA S     - 1,045,280.    3,058,940.      MT  (+/- 180 meters Scaled)
 GA1509
 GA1509                          SUPERSEDED SURVEY CONTROL
 GA1509
 GA1509  NGVD 29 (??/??/92)  424.599  (m)         1393.04   (f) ADJ UNCH    2 0
 GA1509
 GA1509.Superseded values are not recommended for survey control.
 GA1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1509.See file dsdata.txt to determine how the superseded data were derived.
 GA1509
 GA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA823574(NAD 83)
 GA1509_MARKER: DB = BENCH MARK DISK
 GA1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1509_STAMPING: D 33 1934
 GA1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1509+STABILITY: SURFACE MOTION
 GA1509
 GA1509  HISTORY     - Date     Condition        Report By
 GA1509  HISTORY     - 1934     MONUMENTED       CGS
 GA1509
 GA1509                          STATION DESCRIPTION
 GA1509
 GA1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1509'AT EWING.
 GA1509'AT EWING, ON THE LOUISVILLE AND NASHVILLE RAILROAD, 10 RAILS
 GA1509'SOUTH OF THE STATION, AND 15 FEET WEST OF THE TRACK.  A
 GA1509'STANDARD DISK, STAMPED D 33 1934 AND SET IN THE TOP OF A CONCRETE
 GA1509'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1718 ***********************************************************************
 GX1718  DESIGNATION -  D 330
 GX1718  PID         -  GX1718
 GX1718  STATE/COUNTY-  VA/BUCHANAN
 GX1718  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1718
 GX1718                         *CURRENT SURVEY CONTROL
 GX1718  ___________________________________________________________________
 GX1718* NAD 83(1986)-  37 12 37.     (N)    081 55 34.     (W)     SCALED    
 GX1718* NAVD 88     -       558.206  (meters)    1831.38   (feet)  ADJUSTED  
 GX1718  ___________________________________________________________________
 GX1718  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1718  DYNAMIC HT  -         557.724 (meters)    1829.80  (feet)  COMP
 GX1718  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GX1718
 GX1718  VERT ORDER  -  SECOND    CLASS 0
 GX1718
 GX1718.The horizontal coordinates were scaled from a topographic map and have
 GX1718.an estimated accuracy of +/- 6 seconds.
 GX1718
 GX1718.The orthometric height was determined by differential leveling
 GX1718.and adjusted by the National Geodetic Survey in June 1991..
 GX1718
 GX1718.The geoid height was determined by GEOID03.
 GX1718
 GX1718.The dynamic height is computed by dividing the NAVD 88
 GX1718.geopotential number by the normal gravity value computed on the
 GX1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1718.degrees latitude (g = 980.6199 gals.).
 GX1718
 GX1718.The modeled gravity was interpolated from observed gravity values.
 GX1718
 GX1718;                    North         East    Units  Estimated Accuracy
 GX1718;SPC VA S     - 1,102,840.    3,195,960.      MT  (+/- 180 meters Scaled)
 GX1718
 GX1718                          SUPERSEDED SURVEY CONTROL
 GX1718
 GX1718  NGVD 29 (??/??/92)  558.367  (m)         1831.91   (f) ADJ UNCH    2 0
 GX1718
 GX1718.Superseded values are not recommended for survey control.
 GX1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1718.See file dsdata.txt to determine how the superseded data were derived.
 GX1718
 GX1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB178186(NAD 83)
 GX1718_MARKER: DB = BENCH MARK DISK
 GX1718_SETTING: 80 = SET IN A BOULDER
 GX1718_SP_SET: BOULDER
 GX1718_STAMPING: D 330 1958
 GX1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1718+STABILITY: SURFACE MOTION
 GX1718
 GX1718  HISTORY     - Date     Condition        Report By
 GX1718  HISTORY     - 1958     MONUMENTED       CGS
 GX1718
 GX1718                          STATION DESCRIPTION
 GX1718
 GX1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1718'2.8 MI SW FROM PILGRIM KNOB.
 GX1718'2.75 MILES SOUTHWEST ALONG ROAD NO. 680 FROM THE JUNCTION OF ROAD
 GX1718'NO. 638 AND THE POST OFFICE AT PILGRIM KNOB, ABOUT 2.1 MILES
 GX1718'NORTHEAST ALONG ROAD NO. 680 FROM THE JUNCTION OF U.S. HIGHWAY
 GX1718'460 AT MARVIN, 0.2 MILE NORTH OF THE CONFLUENCE OF CONTRARY CREEK
 GX1718'AND HONAKER BRANCH LEADING EAST, 0.65 MILE NORTHEAST OF THE
 GX1718'JUNCTION OF ROAD NO. 629 LEADING SOUTHEAST, ABOUT 20 YARDS
 GX1718'NORTH-NORTHWEST OF AND ACROSS CONTRARY CREEK FROM THE CENTER
 GX1718'LINE OF THE ROAD, 55 YARDS NORTH OF THE Y JUNCTION OF A TRAIL
 GX1718'LEADING NORTH THRU CREEK, IN TOP AND 1 FOOT SOUTH OF THE NORTH
 GX1718'END OF A 2-FOOT WIDE BY 6-FOOT LONG AND 5-FOOT HIGH ROCK ON THE
 GX1718'TOP OF THE WEST BANK OF CREEK, AND ABOUT 3 FEET BELOW LEVEL OF
 GX1718'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1950 ***********************************************************************
 GX1950  DESIGNATION -  D 331
 GX1950  PID         -  GX1950
 GX1950  STATE/COUNTY-  VA/BUCHANAN
 GX1950  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1950
 GX1950                         *CURRENT SURVEY CONTROL
 GX1950  ___________________________________________________________________
 GX1950* NAD 83(1986)-  37 12 45.     (N)    081 46 48.     (W)     SCALED    
 GX1950* NAVD 88     -       896.446  (meters)    2941.09   (feet)  ADJUSTED  
 GX1950  ___________________________________________________________________
 GX1950  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GX1950  DYNAMIC HT  -         895.625 (meters)    2938.40  (feet)  COMP
 GX1950  MODELED GRAV-     979,684.6   (mgal)                       NAVD 88
 GX1950
 GX1950  VERT ORDER  -  SECOND    CLASS 0
 GX1950
 GX1950.The horizontal coordinates were scaled from a topographic map and have
 GX1950.an estimated accuracy of +/- 6 seconds.
 GX1950
 GX1950.The orthometric height was determined by differential leveling
 GX1950.and adjusted by the National Geodetic Survey in June 1991..
 GX1950
 GX1950.The geoid height was determined by GEOID03.
 GX1950
 GX1950.The dynamic height is computed by dividing the NAVD 88
 GX1950.geopotential number by the normal gravity value computed on the
 GX1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1950.degrees latitude (g = 980.6199 gals.).
 GX1950
 GX1950.The modeled gravity was interpolated from observed gravity values.
 GX1950
 GX1950;                    North         East    Units  Estimated Accuracy
 GX1950;SPC VA S     - 1,102,620.    3,208,930.      MT  (+/- 180 meters Scaled)
 GX1950
 GX1950                          SUPERSEDED SURVEY CONTROL
 GX1950
 GX1950  NGVD 29 (??/??/92)  896.563  (m)         2941.47   (f) ADJ UNCH    2 0
 GX1950
 GX1950.Superseded values are not recommended for survey control.
 GX1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1950.See file dsdata.txt to determine how the superseded data were derived.
 GX1950
 GX1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB307187(NAD 83)
 GX1950_MARKER: DB = BENCH MARK DISK
 GX1950_SETTING: 66 = SET IN ROCK OUTCROP
 GX1950_SP_SET: SET IN ROCK OUTCROP
 GX1950_STAMPING: D 331 1958
 GX1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1950+STABILITY: POSITION/ELEVATION WELL
 GX1950
 GX1950  HISTORY     - Date     Condition        Report By
 GX1950  HISTORY     - 1958     MONUMENTED       CGS
 GX1950
 GX1950                          STATION DESCRIPTION
 GX1950
 GX1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1950'7.8 MI SE FROM WHITEWOOD.
 GX1950'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1950'SCHOOL AT WHITEWOOD, THENCE ABOUT 3.15 MILES SOUTHEAST ALONG
 GX1950'BLACKTOP ROAD 636, 0.8 MILE SOUTH OF THE Y JUNCTION OF A ROAD
 GX1950'LEADING NORTHWEST ALONG THE TOP OF CHICKEN RIDGE, 1.0 MILE NORTH
 GX1950'OF THE JUNCTION OF BLACK TOP ROAD 616 AND THE TAZEWELL-BUCHANAN
 GX1950'COUNTY LINE, 93 FEET SOUTH OF THE JUNCTION OF A FOOTPATH LEADING
 GX1950'WEST TO A FARMHOUSE AND NORTHEAST END OF CUT, 28 1/2 FEET
 GX1950'SOUTHEAST OF CENTER LINE OF ROAD AND ACROSS THE ROAD FROM ROCK
 GX1950'CUT, 40 FEET NORTHEAST OF A 34-INCH TULIP TREE, IN TOP OF AND
 GX1950'1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF A ROCK CLIFF WHICH
 GX1950'EXTENDS UNDER THE ROAD, ACROSS THE ROAD FROM POWER LINE POLE
 GX1950'330-7, 103 FEET SOUTHWEST OF A 28-INCH HICKORY TREE, AND ABOUT
 GX1950'2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0375 ***********************************************************************
 GX0375  DESIGNATION -  D 332
 GX0375  PID         -  GX0375
 GX0375  STATE/COUNTY-  VA/GILES
 GX0375  USGS QUAD   -  NARROWS (1985)
 GX0375
 GX0375                         *CURRENT SURVEY CONTROL
 GX0375  ___________________________________________________________________
 GX0375* NAD 83(1986)-  37 22 26.     (N)    080 52 10.     (W)     SCALED    
 GX0375* NAVD 88     -       463.876  (meters)    1521.90   (feet)  ADJUSTED  
 GX0375  ___________________________________________________________________
 GX0375  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0375  DYNAMIC HT  -         463.483 (meters)    1520.61  (feet)  COMP
 GX0375  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 GX0375
 GX0375  VERT ORDER  -  FIRST     CLASS II
 GX0375
 GX0375.The horizontal coordinates were scaled from a topographic map and have
 GX0375.an estimated accuracy of +/- 6 seconds.
 GX0375
 GX0375.The orthometric height was determined by differential leveling
 GX0375.and adjusted by the National Geodetic Survey in June 1991..
 GX0375
 GX0375.The geoid height was determined by GEOID03.
 GX0375
 GX0375.The dynamic height is computed by dividing the NAVD 88
 GX0375.geopotential number by the normal gravity value computed on the
 GX0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0375.degrees latitude (g = 980.6199 gals.).
 GX0375
 GX0375.The modeled gravity was interpolated from observed gravity values.
 GX0375
 GX0375;                    North         East    Units  Estimated Accuracy
 GX0375;SPC VA S     - 1,118,110.    3,290,160.      MT  (+/- 180 meters Scaled)
 GX0375
 GX0375                          SUPERSEDED SURVEY CONTROL
 GX0375
 GX0375  NGVD 29 (??/??/92)  464.010  (m)         1522.34   (f) ADJ UNCH    1 2
 GX0375
 GX0375.Superseded values are not recommended for survey control.
 GX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0375.See file dsdata.txt to determine how the superseded data were derived.
 GX0375
 GX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB115363(NAD 83)
 GX0375_MARKER: DB = BENCH MARK DISK
 GX0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0375_SP_SET: CULVERT
 GX0375_STAMPING: D 332 1958
 GX0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0375
 GX0375  HISTORY     - Date     Condition        Report By
 GX0375  HISTORY     - 1958     MONUMENTED       CGS
 GX0375
 GX0375                          STATION DESCRIPTION
 GX0375
 GX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0375'0.4 MI NW FROM GLEN LYN.
 GX0375'0.45 MILE NORTHWEST ALONG BLACK TOP ROAD 649 FROM THE JUNCTION OF
 GX0375'U.S. HIGHWAY 460 AT GLEN LYN, 30 YARDS NORTHWEST OF THE CENTER
 GX0375'OF THE JUNCTION OF ROAD 649 AND GRAVEL ROAD 650 LEADING SOUTHWEST
 GX0375'ALONG ADAIR RUN, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 GX0375'HEAD WALL OF A LARGE CONCRETE CULVERT OVER ADAIR RUN, AND ABOUT
 GX0375'LEVEL WITH THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1445 ***********************************************************************
 GX1445  DESIGNATION -  D 333
 GX1445  PID         -  GX1445
 GX1445  STATE/COUNTY-  VA/TAZEWELL
 GX1445  USGS QUAD   -  COVE CREEK (1979)
 GX1445
 GX1445                         *CURRENT SURVEY CONTROL
 GX1445  ___________________________________________________________________
 GX1445* NAD 83(1986)-  37 14 38.     (N)    081 18 41.     (W)     SCALED    
 GX1445* NAVD 88     -       738.726  (meters)    2423.64   (feet)  ADJUSTED  
 GX1445  ___________________________________________________________________
 GX1445  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1445  DYNAMIC HT  -         738.064 (meters)    2421.47  (feet)  COMP
 GX1445  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GX1445
 GX1445  VERT ORDER  -  FIRST     CLASS II
 GX1445
 GX1445.The horizontal coordinates were scaled from a topographic map and have
 GX1445.an estimated accuracy of +/- 6 seconds.
 GX1445
 GX1445.The orthometric height was determined by differential leveling
 GX1445.and adjusted by the National Geodetic Survey in June 1991..
 GX1445
 GX1445.The geoid height was determined by GEOID03.
 GX1445
 GX1445.The dynamic height is computed by dividing the NAVD 88
 GX1445.geopotential number by the normal gravity value computed on the
 GX1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1445.degrees latitude (g = 980.6199 gals.).
 GX1445
 GX1445.The modeled gravity was interpolated from observed gravity values.
 GX1445
 GX1445;                    North         East    Units  Estimated Accuracy
 GX1445;SPC VA S     - 1,104,760.    3,250,610.      MT  (+/- 180 meters Scaled)
 GX1445
 GX1445                          SUPERSEDED SURVEY CONTROL
 GX1445
 GX1445  NGVD 29 (??/??/92)  738.824  (m)         2423.96   (f) ADJ UNCH    1 2
 GX1445
 GX1445.Superseded values are not recommended for survey control.
 GX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1445.See file dsdata.txt to determine how the superseded data were derived.
 GX1445
 GX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB723219(NAD 83)
 GX1445_MARKER: DB = BENCH MARK DISK
 GX1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1445_SP_SET: PIER BRIDGE
 GX1445_STAMPING: D 333 1958
 GX1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1445
 GX1445  HISTORY     - Date     Condition        Report By
 GX1445  HISTORY     - 1958     MONUMENTED       CGS
 GX1445  HISTORY     - 1965     GOOD             NGS
 GX1445
 GX1445                          STATION DESCRIPTION
 GX1445
 GX1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1445'2.4 MI SW FROM BLUEFIELD.
 GX1445'ABOUT 2.4 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1445'FROM THE STATION AT BLUEFIELD, 0.4 MILE EAST OF MILEPOST N 369,
 GX1445'14 FEET SOUTH OF THE SOUTH RAIL, SET VERTICALLY IN THE NORTH
 GX1445'FACE OF WEST END OF THE FIRST PIER SOUTH OF THE TRACK, UNDER THE
 GX1445'U.S. HIGHWAY 19 OVERPASS OVER THE TRACK, 4 FEET EAST OF THE WEST
 GX1445'END OF THE PIER, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL
 GX1445'WITH THE TRACK.
 GX1445
 GX1445                          STATION RECOVERY (1965)
 GX1445
 GX1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0572 ***********************************************************************
 GY0572  DESIGNATION -  D 334
 GY0572  PID         -  GY0572
 GY0572  STATE/COUNTY-  VA/DICKENSON
 GY0572  USGS QUAD   -  HAYSI (1977)
 GY0572
 GY0572                         *CURRENT SURVEY CONTROL
 GY0572  ___________________________________________________________________
 GY0572* NAD 83(1986)-  37 12 19.     (N)    082 18 12.     (W)     SCALED    
 GY0572* NAVD 88     -       393.265  (meters)    1290.24   (feet)  ADJUSTED  
 GY0572  ___________________________________________________________________
 GY0572  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0572  DYNAMIC HT  -         392.932 (meters)    1289.14  (feet)  COMP
 GY0572  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 GY0572
 GY0572  VERT ORDER  -  SECOND    CLASS 0
 GY0572
 GY0572.The horizontal coordinates were scaled from a topographic map and have
 GY0572.an estimated accuracy of +/- 6 seconds.
 GY0572
 GY0572.The orthometric height was determined by differential leveling
 GY0572.and adjusted by the National Geodetic Survey in June 1991..
 GY0572
 GY0572.The geoid height was determined by GEOID03.
 GY0572
 GY0572.The dynamic height is computed by dividing the NAVD 88
 GY0572.geopotential number by the normal gravity value computed on the
 GY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0572.degrees latitude (g = 980.6199 gals.).
 GY0572
 GY0572.The modeled gravity was interpolated from observed gravity values.
 GY0572
 GY0572;                    North         East    Units  Estimated Accuracy
 GY0572;SPC VA S     - 1,103,560.    3,162,480.      MT  (+/- 180 meters Scaled)
 GY0572
 GY0572                          SUPERSEDED SURVEY CONTROL
 GY0572
 GY0572  NGVD 29 (??/??/92)  393.433  (m)         1290.79   (f) ADJ UNCH    2 0
 GY0572
 GY0572.Superseded values are not recommended for survey control.
 GY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0572.See file dsdata.txt to determine how the superseded data were derived.
 GY0572
 GY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB843184(NAD 83)
 GY0572_MARKER: DB = BENCH MARK DISK
 GY0572_SETTING: 66 = SET IN ROCK OUTCROP
 GY0572_SP_SET: ROCK CUT
 GY0572_STAMPING: D 334 1958
 GY0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0572+STABILITY: POSITION/ELEVATION WELL
 GY0572
 GY0572  HISTORY     - Date     Condition        Report By
 GY0572  HISTORY     - 1958     MONUMENTED       CGS
 GY0572
 GY0572                          STATION DESCRIPTION
 GY0572
 GY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0572'0.4 MI SW FROM HAYSI.
 GY0572'0.45 MILE SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GY0572'SOUTH END OF RUSSELL TUNNEL AT HAYSI, AT MILEPOST 12, ABOUT 21
 GY0572'RAILS WEST OF THE WEST END OF MC CLURE TUNNEL, 10 FEET NORTH OF
 GY0572'THE NORTH RAIL, IN TOP OF A 6-BY 1 1/2-FOOT WIDE LEDGE ON THE
 GY0572'SOUTH FACE OF A ROCK CUT, 1/2 FOOT NORTH OF THE SOUTH EDGE OF THE
 GY0572'ROCK, 43 FEET EAST OF THE MILEPOST, AND ABOUT 1 1/2 FEET ABOVE
 GY0572'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1382 ***********************************************************************
 FY1382  DESIGNATION -  D 335
 FY1382  PID         -  FY1382
 FY1382  STATE/COUNTY-  VA/HENRY
 FY1382  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1382
 FY1382                         *CURRENT SURVEY CONTROL
 FY1382  ___________________________________________________________________
 FY1382* NAD 83(1986)-  36 35 49.     (N)    079 50 59.     (W)     SCALED    
 FY1382* NAVD 88     -       232.375  (meters)     762.38   (feet)  ADJUSTED  
 FY1382  ___________________________________________________________________
 FY1382  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FY1382  DYNAMIC HT  -         232.174 (meters)     761.72  (feet)  COMP
 FY1382  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 FY1382
 FY1382  VERT ORDER  -  FIRST     CLASS II
 FY1382
 FY1382.The horizontal coordinates were scaled from a topographic map and have
 FY1382.an estimated accuracy of +/- 6 seconds.
 FY1382
 FY1382.The orthometric height was determined by differential leveling
 FY1382.and adjusted by the National Geodetic Survey in June 1991..
 FY1382
 FY1382.The geoid height was determined by GEOID03.
 FY1382
 FY1382.The dynamic height is computed by dividing the NAVD 88
 FY1382.geopotential number by the normal gravity value computed on the
 FY1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1382.degrees latitude (g = 980.6199 gals.).
 FY1382
 FY1382.The modeled gravity was interpolated from observed gravity values.
 FY1382
 FY1382;                    North         East    Units  Estimated Accuracy
 FY1382;SPC VA S     - 1,030,120.    3,379,230.      MT  (+/- 180 meters Scaled)
 FY1382
 FY1382                          SUPERSEDED SURVEY CONTROL
 FY1382
 FY1382  NGVD 29 (??/??/92)  232.575  (m)          763.04   (f) ADJ UNCH    1 2
 FY1382
 FY1382.Superseded values are not recommended for survey control.
 FY1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1382.See file dsdata.txt to determine how the superseded data were derived.
 FY1382
 FY1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA028507(NAD 83)
 FY1382_MARKER: DB = BENCH MARK DISK
 FY1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1382_SP_SET: SIGNAL BASE
 FY1382_STAMPING: D 335 1965
 FY1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1382
 FY1382  HISTORY     - Date     Condition        Report By
 FY1382  HISTORY     - 1965     MONUMENTED       CGS
 FY1382
 FY1382                          STATION DESCRIPTION
 FY1382
 FY1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1382'1.1 MI N FROM RIDGEWAY.
 FY1382'1.1 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1382'STATION AT RIDGEWAY, ABOUT 0.4 MILE SOUTH OF MILEPOST R-75, ABOUT
 FY1382'0.15 MILE SOUTH OF THE CROSSING OF A GRAVELED ROAD, ON THE
 FY1382'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE NORTH AND
 FY1382'SOUTHWEST, SET IN THE TOP AT THE WEST END OF A 1 FOOT WIDE OFFSET
 FY1382'ON THE SOUTH SIDE OF THE CONCRETE BASE OF SIGNAL RW-754, 10 FEET
 FY1382'EAST OF THE EAST RAIL, 0.7 FOOT EAST OF THE WEST END OF THE OFFSET
 FY1382'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0197 ***********************************************************************
 JW0197  DESIGNATION -  D 336
 JW0197  PID         -  JW0197
 JW0197  STATE/COUNTY-  VA/FREDERICK
 JW0197  USGS QUAD   -  STEPHENSON (1987)
 JW0197
 JW0197                         *CURRENT SURVEY CONTROL
 JW0197  ___________________________________________________________________
 JW0197* NAD 83(1986)-  39 14 19.     (N)    078 06 31.     (W)     SCALED    
 JW0197* NAVD 88     -       184.249  (meters)     604.49   (feet)  ADJUSTED  
 JW0197  ___________________________________________________________________
 JW0197  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JW0197  DYNAMIC HT  -         184.134 (meters)     604.11  (feet)  COMP
 JW0197  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JW0197
 JW0197  VERT ORDER  -  SECOND    CLASS 0
 JW0197
 JW0197.The horizontal coordinates were scaled from a topographic map and have
 JW0197.an estimated accuracy of +/- 6 seconds.
 JW0197
 JW0197.The orthometric height was determined by differential leveling
 JW0197.and adjusted by the National Geodetic Survey in June 1991..
 JW0197
 JW0197.The geoid height was determined by GEOID03.
 JW0197
 JW0197.The dynamic height is computed by dividing the NAVD 88
 JW0197.geopotential number by the normal gravity value computed on the
 JW0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0197.degrees latitude (g = 980.6199 gals.).
 JW0197
 JW0197.The modeled gravity was interpolated from observed gravity values.
 JW0197
 JW0197;                    North         East    Units  Estimated Accuracy
 JW0197;SPC VA N     - 2,174,560.    3,533,790.      MT  (+/- 180 meters Scaled)
 JW0197
 JW0197                          SUPERSEDED SURVEY CONTROL
 JW0197
 JW0197  NGVD 29 (??/??/92)  184.420  (m)          605.05   (f) ADJ UNCH    2 0
 JW0197
 JW0197.Superseded values are not recommended for survey control.
 JW0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0197.See file dsdata.txt to determine how the superseded data were derived.
 JW0197
 JW0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD495472(NAD 83)
 JW0197_MARKER: DB = BENCH MARK DISK
 JW0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0197_SP_SET: CULVERT
 JW0197_STAMPING: D 336 1957
 JW0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0197
 JW0197  HISTORY     - Date     Condition        Report By
 JW0197  HISTORY     - 1957     MONUMENTED       CGS
 JW0197  HISTORY     - 1983     POOR             NGS
 JW0197  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0197  HISTORY     - 20050626 POOR             GEOCAC
 JW0197
 JW0197                          STATION DESCRIPTION
 JW0197
 JW0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0197'2.4 MI S FROM CLEARBROOK.
 JW0197'FROM THE POST OFFICE AT CLEARBROOK, GO SOUTH ON U.S. HIGHWAY 11
 JW0197'FOR 2.4 MILES TO MARK ON LEFT.  THE MARK IS 97 FEET NORTHWEST OF
 JW0197'THE NORTHWEST CORNER OF THE EMMANUEL METHODIST CHURCH, 57 FEET
 JW0197'EAST SOUTHEAST OF THE CENTERLINE OF U.S. 11, 26 FEET SOUTH
 JW0197'SOUTHEAST OF THE CENTERLINE OF COUNTY ROUTE 664.  SET IN THE SOUTH
 JW0197'HEADWALL OF CULVERT UNDER COUNTY ROUTE 664.
 JW0197
 JW0197                          STATION RECOVERY (1983)
 JW0197
 JW0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0197'MARK RECOVERED IN POOR CONDITION.
 JW0197
 JW0197                          STATION RECOVERY (1998)
 JW0197
 JW0197'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0197'MARK NOT FOUND.
 JW0197
 JW0197                          STATION RECOVERY (2005)
 JW0197
 JW0197'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0197'LOCATION FOUND AS DESCRIBED, DISK IS MISSING, BUT STEM AND OUTLINE OF
 JW0197'DISK CAN BE FOUND ON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0283 ***********************************************************************
 HW0283  DESIGNATION -  D 337
 HW0283  PID         -  HW0283
 HW0283  STATE/COUNTY-  VA/SHENANDOAH
 HW0283  USGS QUAD   -  TOMS BROOK (1994)
 HW0283
 HW0283                         *CURRENT SURVEY CONTROL
 HW0283  ___________________________________________________________________
 HW0283* NAD 83(1986)-  38 58 44.     (N)    078 23 18.     (W)     SCALED    
 HW0283* NAVD 88     -       164.001  (meters)     538.06   (feet)  ADJUSTED  
 HW0283  ___________________________________________________________________
 HW0283  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HW0283  DYNAMIC HT  -         163.895 (meters)     537.71  (feet)  COMP
 HW0283  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 HW0283
 HW0283  VERT ORDER  -  FIRST     CLASS II
 HW0283
 HW0283.The horizontal coordinates were scaled from a topographic map and have
 HW0283.an estimated accuracy of +/- 6 seconds.
 HW0283
 HW0283.The orthometric height was determined by differential leveling
 HW0283.and adjusted by the National Geodetic Survey in June 1991..
 HW0283.WARNING-Repeat measurements at this control monument indicate possible
 HW0283.vertical movement.
 HW0283
 HW0283.The geoid height was determined by GEOID03.
 HW0283
 HW0283.The dynamic height is computed by dividing the NAVD 88
 HW0283.geopotential number by the normal gravity value computed on the
 HW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0283.degrees latitude (g = 980.6199 gals.).
 HW0283
 HW0283.The modeled gravity was interpolated from observed gravity values.
 HW0283
 HW0283;                    North         East    Units  Estimated Accuracy
 HW0283;SPC VA N     - 2,145,660.    3,509,680.      MT  (+/- 180 meters Scaled)
 HW0283
 HW0283                          SUPERSEDED SURVEY CONTROL
 HW0283
 HW0283  NGVD 29 (??/??/92)  164.180  (m)          538.65   (f) ADJ UNCH    1 2
 HW0283
 HW0283.Superseded values are not recommended for survey control.
 HW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0283.See file dsdata.txt to determine how the superseded data were derived.
 HW0283
 HW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD262176(NAD 83)
 HW0283_MARKER: DB = BENCH MARK DISK
 HW0283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HW0283_STAMPING: D 337 1957
 HW0283_MARK LOGO: CGS   
 HW0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0283+STABILITY: POSITION/ELEVATION WELL
 HW0283
 HW0283  HISTORY     - Date     Condition        Report By
 HW0283  HISTORY     - 1957     MONUMENTED       CGS
 HW0283  HISTORY     - 1958     GOOD             NGS
 HW0283  HISTORY     - 1983     GOOD             NGS
 HW0283  HISTORY     - 1983     GOOD             NGS
 HW0283
 HW0283                          STATION DESCRIPTION
 HW0283
 HW0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0283'1.7 MI SW FROM STRASBURG.
 HW0283'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 HW0283'OFFICE AT STRASBURG, AT THE MOST EASTERLY ONE OF TWO CONCRETE
 HW0283'BRIDGES OVER TUMBLING RUN, ON TOP OF THE NORTHWEST CORNER OF THE
 HW0283'NORTHEAST ABUTMENT, 28 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW0283'NORTH BOUND LANE OF U.S. HIGHWAY 11, AND ABOUT 3 FEET BELOW THE
 HW0283'LEVEL OF THE HIGHWAY.
 HW0283
 HW0283                          STATION RECOVERY (1983)
 HW0283
 HW0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0283'RECOVERED IN GOOD CONDITION.
 HW0283
 HW0283                          STATION RECOVERY (1983)
 HW0283
 HW0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0013 ***********************************************************************
 HW0013  DESIGNATION -  D 338
 HW0013  PID         -  HW0013
 HW0013  STATE/COUNTY-  VA/WARREN
 HW0013  USGS QUAD   -  STRASBURG (1994)
 HW0013
 HW0013                         *CURRENT SURVEY CONTROL
 HW0013  ___________________________________________________________________
 HW0013* NAD 83(1986)-  38 57 32.     (N)    078 15 59.     (W)     SCALED    
 HW0013* NAVD 88     -       162.662  (meters)     533.67   (feet)  ADJUSTED  
 HW0013  ___________________________________________________________________
 HW0013  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0013  DYNAMIC HT  -         162.557 (meters)     533.32  (feet)  COMP
 HW0013  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 HW0013
 HW0013  VERT ORDER  -  FIRST     CLASS II
 HW0013
 HW0013.The horizontal coordinates were scaled from a topographic map and have
 HW0013.an estimated accuracy of +/- 6 seconds.
 HW0013
 HW0013.The orthometric height was determined by differential leveling
 HW0013.and adjusted by the National Geodetic Survey in June 1991..
 HW0013
 HW0013.The geoid height was determined by GEOID03.
 HW0013
 HW0013.The dynamic height is computed by dividing the NAVD 88
 HW0013.geopotential number by the normal gravity value computed on the
 HW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0013.degrees latitude (g = 980.6199 gals.).
 HW0013
 HW0013.The modeled gravity was interpolated from observed gravity values.
 HW0013
 HW0013;                    North         East    Units  Estimated Accuracy
 HW0013;SPC VA N     - 2,143,460.    3,520,250.      MT  (+/- 180 meters Scaled)
 HW0013
 HW0013                          SUPERSEDED SURVEY CONTROL
 HW0013
 HW0013  NGVD 29 (??/??/92)  162.865  (m)          534.33   (f) ADJ UNCH    1 2
 HW0013
 HW0013.Superseded values are not recommended for survey control.
 HW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0013.See file dsdata.txt to determine how the superseded data were derived.
 HW0013
 HW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD368157(NAD 83)
 HW0013_MARKER: DB = BENCH MARK DISK
 HW0013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW0013_STAMPING: D 338 1957
 HW0013_MARK LOGO: CGS   
 HW0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0013+STABILITY: SURFACE MOTION
 HW0013
 HW0013  HISTORY     - Date     Condition        Report By
 HW0013  HISTORY     - 1957     MONUMENTED       CGS
 HW0013  HISTORY     - 1958     GOOD             NGS
 HW0013  HISTORY     - 1983     GOOD             NGS
 HW0013  HISTORY     - 20041128 GOOD             GEOCAC
 HW0013
 HW0013                          STATION DESCRIPTION
 HW0013
 HW0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0013'6.7 MI NW FROM FRONT ROYAL.
 HW0013'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0013'AT FRONT ROYAL, THENCE 4.3 MILES WEST ALONG STATE HIGHWAY 55,
 HW0013'ABOUT 7.0 MILES SOUTHEAST OF THE POST OFFICE AT STRASBURG, ON TOP
 HW0013'OF A RETAINING WALL ALONG THE WEST BANK OF PASSAGE CREEK, 34 FEET
 HW0013'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE
 HW0013'SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER CREEK, 15 1/2 FEET
 HW0013'NORTHEAST OF A LONE 12-INCH WILLOW TREE, 6 FEET BELOW THE LEVEL
 HW0013'OF THE HIGHWAY.
 HW0013
 HW0013                          STATION RECOVERY (1983)
 HW0013
 HW0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0013'RECOVERED IN GOOD CONDITION, THE 1957 DESCRIPTION IS ADEQUATE WITH THE
 HW0013'FOLLOWING CORRECTIONS, DELETE--15-1/2 FEET NORTHEAST OF A LONE 12-INCH
 HW0013'WILLOW TREE.
 HW0013
 HW0013                          STATION RECOVERY (2004)
 HW0013
 HW0013'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW0013'HANDHELD GARMIN ETREX GPS COORDINATES - N38 57 32.9, W078 16 00.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1303 ***********************************************************************
 HW1303  DESIGNATION -  D 339
 HW1303  PID         -  HW1303
 HW1303  STATE/COUNTY-  VA/ROCKINGHAM
 HW1303  USGS QUAD   -  TENTH LEGION (1994)
 HW1303
 HW1303                         *CURRENT SURVEY CONTROL
 HW1303  ___________________________________________________________________
 HW1303* NAD 83(1986)-  38 34 52.     (N)    078 43 38.     (W)     SCALED    
 HW1303* NAVD 88     -       334.837  (meters)    1098.54   (feet)  ADJUSTED  
 HW1303  ___________________________________________________________________
 HW1303  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW1303  DYNAMIC HT  -         334.602 (meters)    1097.77  (feet)  COMP
 HW1303  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 HW1303
 HW1303  VERT ORDER  -  SECOND    CLASS 0
 HW1303
 HW1303.The horizontal coordinates were scaled from a topographic map and have
 HW1303.an estimated accuracy of +/- 6 seconds.
 HW1303
 HW1303.The orthometric height was determined by differential leveling
 HW1303.and adjusted by the National Geodetic Survey in June 1991..
 HW1303
 HW1303.The geoid height was determined by GEOID03.
 HW1303
 HW1303.The dynamic height is computed by dividing the NAVD 88
 HW1303.geopotential number by the normal gravity value computed on the
 HW1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1303.degrees latitude (g = 980.6199 gals.).
 HW1303
 HW1303.The modeled gravity was interpolated from observed gravity values.
 HW1303
 HW1303;                    North         East    Units  Estimated Accuracy
 HW1303;SPC VA N     - 2,101,530.    3,480,200.      MT  (+/- 180 meters Scaled)
 HW1303
 HW1303                          SUPERSEDED SURVEY CONTROL
 HW1303
 HW1303  NGVD 29 (??/??/92)  334.986  (m)         1099.03   (f) ADJ UNCH    2 0
 HW1303
 HW1303.Superseded values are not recommended for survey control.
 HW1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1303.See file dsdata.txt to determine how the superseded data were derived.
 HW1303
 HW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC979727(NAD 83)
 HW1303_MARKER: DB = BENCH MARK DISK
 HW1303_SETTING: 66 = SET IN ROCK OUTCROP
 HW1303_SP_SET: ROCK OUTCROP
 HW1303_STAMPING: D 339 1958
 HW1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1303+STABILITY: POSITION/ELEVATION WELL
 HW1303
 HW1303  HISTORY     - Date     Condition        Report By
 HW1303  HISTORY     - 1958     MONUMENTED       CGS
 HW1303  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW1303
 HW1303                          STATION DESCRIPTION
 HW1303
 HW1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1303'3 MI N FROM LACEY SPRING.
 HW1303'3.0 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1303'LACEY SPRING, ON TOP OF A ROCK OUTCROP PROJECTING 2 FEET ABOVE
 HW1303'THE GROUND, 124 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 108
 HW1303'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE CONCRETE HEADWALL
 HW1303'OF A BOX CULVERT UNDER THE HIGHWAY, 77 FEET SOUTHEAST OF A LONE
 HW1303'12-INCH TREE, 95 FEET EAST OF A FENCE LINE, ABOUT 2 FEET ABOVE
 HW1303'THE LEVEL OF THE HIGHWAY.
 HW1303
 HW1303                          STATION RECOVERY (1984)
 HW1303
 HW1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1303'SEARCHED FOR NOT RECOVERED, THE ROCK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1555 ***********************************************************************
 GA1555  DESIGNATION -  D 34
 GA1555  PID         -  GA1555
 GA1555  STATE/COUNTY-  VA/LEE
 GA1555  USGS QUAD   -  BEN HUR (1991)
 GA1555
 GA1555                         *CURRENT SURVEY CONTROL
 GA1555  ___________________________________________________________________
 GA1555* NAD 83(1986)-  36 37 43.     (N)    083 04 06.     (W)     SCALED    
 GA1555* NAVD 88     -       430.448  (meters)    1412.23   (feet)  ADJUSTED  
 GA1555  ___________________________________________________________________
 GA1555  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1555  DYNAMIC HT  -         430.067 (meters)    1410.98  (feet)  COMP
 GA1555  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GA1555
 GA1555  VERT ORDER  -  SECOND    CLASS 0
 GA1555
 GA1555.The horizontal coordinates were scaled from a topographic map and have
 GA1555.an estimated accuracy of +/- 6 seconds.
 GA1555
 GA1555.The orthometric height was determined by differential leveling
 GA1555.and adjusted by the National Geodetic Survey in June 1991..
 GA1555
 GA1555.The geoid height was determined by GEOID03.
 GA1555
 GA1555.The dynamic height is computed by dividing the NAVD 88
 GA1555.geopotential number by the normal gravity value computed on the
 GA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1555.degrees latitude (g = 980.6199 gals.).
 GA1555
 GA1555.The modeled gravity was interpolated from observed gravity values.
 GA1555
 GA1555;                    North         East    Units  Estimated Accuracy
 GA1555;SPC VA S     - 1,042,650.    3,091,540.      MT  (+/- 180 meters Scaled)
 GA1555
 GA1555                          SUPERSEDED SURVEY CONTROL
 GA1555
 GA1555  NGVD 29 (??/??/92)  430.600  (m)         1412.73   (f) ADJ UNCH    2 0
 GA1555
 GA1555.Superseded values are not recommended for survey control.
 GA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1555.See file dsdata.txt to determine how the superseded data were derived.
 GA1555
 GA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA150556(NAD 83)
 GA1555_MARKER: DB = BENCH MARK DISK
 GA1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1555_STAMPING: D 34 1934
 GA1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1555+STABILITY: SURFACE MOTION
 GA1555
 GA1555  HISTORY     - Date     Condition        Report By
 GA1555  HISTORY     - 1934     MONUMENTED       CGS
 GA1555  HISTORY     - 1935     GOOD             NGS
 GA1555
 GA1555                          STATION DESCRIPTION
 GA1555
 GA1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1555'9.3 MI S FROM JONESVILLE.
 GA1555'9.3 MILES SOUTH ALONG STATE HIGHWAY 64 FROM JONESVILLE, ON THE
 GA1555'SOUTH SLOPE OF POWELL MOUNTAIN, OPPOSITE THE ELBOW OF A SWITCHBACK,
 GA1555'30 FEET SOUTH OF A 10-INCH SYCAMORE TREE, AND 30 FEET WEST OF THE
 GA1555'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 34 1934 AND
 GA1555'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 GA1555'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0840 ***********************************************************************
 HW0840  DESIGNATION -  D 340
 HW0840  PID         -  HW0840
 HW0840  STATE/COUNTY-  VA/AUGUSTA
 HW0840  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0840
 HW0840                         *CURRENT SURVEY CONTROL
 HW0840  ___________________________________________________________________
 HW0840* NAD 83(1986)-  38 18 48.     (N)    078 56 12.     (W)     SCALED    
 HW0840* NAVD 88     -       375.192  (meters)    1230.94   (feet)  ADJUSTED  
 HW0840  ___________________________________________________________________
 HW0840  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0840  DYNAMIC HT  -         374.916 (meters)    1230.04  (feet)  COMP
 HW0840  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HW0840
 HW0840  VERT ORDER  -  FIRST     CLASS II
 HW0840
 HW0840.The horizontal coordinates were scaled from a topographic map and have
 HW0840.an estimated accuracy of +/- 6 seconds.
 HW0840
 HW0840.The orthometric height was determined by differential leveling
 HW0840.and adjusted by the National Geodetic Survey in June 1991..
 HW0840
 HW0840.The geoid height was determined by GEOID03.
 HW0840
 HW0840.The dynamic height is computed by dividing the NAVD 88
 HW0840.geopotential number by the normal gravity value computed on the
 HW0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0840.degrees latitude (g = 980.6199 gals.).
 HW0840
 HW0840.The modeled gravity was interpolated from observed gravity values.
 HW0840
 HW0840;                    North         East    Units  Estimated Accuracy
 HW0840;SPC VA N     - 2,071,870.    3,461,810.      MT  (+/- 180 meters Scaled)
 HW0840
 HW0840                          SUPERSEDED SURVEY CONTROL
 HW0840
 HW0840  NGVD 29 (??/??/92)  375.330  (m)         1231.40   (f) ADJ UNCH    1 2
 HW0840
 HW0840.Superseded values are not recommended for survey control.
 HW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0840.See file dsdata.txt to determine how the superseded data were derived.
 HW0840
 HW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC803425(NAD 83)
 HW0840_MARKER: DB = BENCH MARK DISK
 HW0840_SETTING: 66 = SET IN ROCK OUTCROP
 HW0840_SP_SET: ROCK OUTCROP
 HW0840_STAMPING: D 340 1958
 HW0840_MARK LOGO: CGS   
 HW0840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0840+STABILITY: POSITION/ELEVATION WELL
 HW0840
 HW0840  HISTORY     - Date     Condition        Report By
 HW0840  HISTORY     - 1958     MONUMENTED       CGS
 HW0840  HISTORY     - 1968     GOOD             NGS
 HW0840  HISTORY     - 1984     GOOD             NGS
 HW0840
 HW0840                          STATION DESCRIPTION
 HW0840
 HW0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0840'4.4 MI NE FROM MT SIDNEY.
 HW0840'4.35 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0840'AT MT. SIDNEY, NEAR THE TOP OF A CUT, (FIRST HILL NORTHEAST OF
 HW0840'THE BRIDGE OVER NAKED CREEK) ABOUT 3.35 MILES SOUTH OF THE POST
 HW0840'OFFICE AT MT. CRAWFORD, ON TOP OF A 3-BY-3-FOOT OUTCROP PROJECTING
 HW0840'1/2-FOOT ABOVE THE GROUND, 31 FEET WEST OF THE CENTER LINE OF THE
 HW0840'HIGHWAY, 21 FEET NORTH OF TELEGRAPH POLE NO. 3195, 10 FEET EAST
 HW0840'OF A FENCE LINE, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW0840'NOTE-- THIS MARK IS 0.2 MILE SOUTH OF THE AUGUSTA-ROCKINGHAM
 HW0840'COUNTY LINE.
 HW0840
 HW0840                          STATION RECOVERY (1968)
 HW0840
 HW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0840'RECOVERED IN GOOD CONDITION.
 HW0840
 HW0840                          STATION RECOVERY (1984)
 HW0840
 HW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0840'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 5.3 KM (3.35 MI)
 HW0840'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN MOUNT CRAWFORD
 HW0840'TO THE MARK ON THE RIGHT, 9.4 METERS (31.0 FT) WEST OF THE CENTER OF
 HW0840'THE HIGHWAY, 3.0 METERS (10.0 FT) EAST OF A FENCE LINE, 39.6 METERS
 HW0840'(130.0 FT) SOUTH OF POWER POLE D-123.
 HW0840'THE MARK IS 2.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1613 ***********************************************************************
 HW1613  DESIGNATION -  D 341
 HW1613  PID         -  HW1613
 HW1613  STATE/COUNTY-  VA/AUGUSTA
 HW1613  USGS QUAD   -  STUARTS DRAFT (1984)
 HW1613
 HW1613                         *CURRENT SURVEY CONTROL
 HW1613  ___________________________________________________________________
 HW1613* NAD 83(1986)-  38 03 14.     (N)    079 07 11.     (W)     SCALED    
 HW1613* NAVD 88     -       467.421  (meters)    1533.53   (feet)  ADJUSTED  
 HW1613  ___________________________________________________________________
 HW1613  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HW1613  DYNAMIC HT  -         467.061 (meters)    1532.35  (feet)  COMP
 HW1613  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 HW1613
 HW1613  VERT ORDER  -  FIRST     CLASS II
 HW1613
 HW1613.The horizontal coordinates were scaled from a topographic map and have
 HW1613.an estimated accuracy of +/- 6 seconds.
 HW1613
 HW1613.The orthometric height was determined by differential leveling
 HW1613.and adjusted by the National Geodetic Survey in June 1991..
 HW1613
 HW1613.The geoid height was determined by GEOID03.
 HW1613
 HW1613.The dynamic height is computed by dividing the NAVD 88
 HW1613.geopotential number by the normal gravity value computed on the
 HW1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1613.degrees latitude (g = 980.6199 gals.).
 HW1613
 HW1613.The modeled gravity was interpolated from observed gravity values.
 HW1613
 HW1613;                    North         East    Units  Estimated Accuracy
 HW1613;SPC VA N     - 2,043,160.    3,445,610.      MT  (+/- 180 meters Scaled)
 HW1613
 HW1613                          SUPERSEDED SURVEY CONTROL
 HW1613
 HW1613  NGVD 29 (??/??/92)  467.561  (m)         1533.99   (f) ADJ UNCH    1 2
 HW1613
 HW1613.Superseded values are not recommended for survey control.
 HW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1613.See file dsdata.txt to determine how the superseded data were derived.
 HW1613
 HW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC649134(NAD 83)
 HW1613_MARKER: DB = BENCH MARK DISK
 HW1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1613_SP_SET: BRIDGE
 HW1613_STAMPING: D 341 1958
 HW1613_MARK LOGO: CGS   
 HW1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1613
 HW1613  HISTORY     - Date     Condition        Report By
 HW1613  HISTORY     - 1958     MONUMENTED       CGS
 HW1613  HISTORY     - 1984     GOOD             NGS
 HW1613
 HW1613                          STATION DESCRIPTION
 HW1613
 HW1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1613'1 MI SW FROM MINT SPRING.
 HW1613'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1613'AND GENERAL STORE AT MINT SPRING, ON TOP OF THE EAST END OF THE
 HW1613'SOUTH CONCRETE ABUTMENT OF A LARGE OLD HIGHWAY BRIDGE OVER A
 HW1613'CREEK, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 HW1613'EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 15 FEET WEST OF
 HW1613'TELEGRAPH POLE NO. 319 AND ABOUT 4 FEET HIGHER THAN THE NEW
 HW1613'HIGHWAY.
 HW1613
 HW1613                          STATION RECOVERY (1984)
 HW1613
 HW1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1555 ***********************************************************************
 HW1555  DESIGNATION -  D 342
 HW1555  PID         -  HW1555
 HW1555  STATE/COUNTY-  VA/AUGUSTA
 HW1555  USGS QUAD   -  CHURCHVILLE (1981)
 HW1555
 HW1555                         *CURRENT SURVEY CONTROL
 HW1555  ___________________________________________________________________
 HW1555* NAD 83(1986)-  38 14 10.     (N)    079 10 33.     (W)     SCALED    
 HW1555* NAVD 88     -       451.921  (meters)    1482.68   (feet)  ADJUSTED  
 HW1555  ___________________________________________________________________
 HW1555  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HW1555  DYNAMIC HT  -         451.575 (meters)    1481.54  (feet)  COMP
 HW1555  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HW1555
 HW1555  VERT ORDER  -  SECOND    CLASS 0
 HW1555
 HW1555.The horizontal coordinates were scaled from a topographic map and have
 HW1555.an estimated accuracy of +/- 6 seconds.
 HW1555
 HW1555.The orthometric height was determined by differential leveling
 HW1555.and adjusted by the National Geodetic Survey in June 1991..
 HW1555
 HW1555.The geoid height was determined by GEOID03.
 HW1555
 HW1555.The dynamic height is computed by dividing the NAVD 88
 HW1555.geopotential number by the normal gravity value computed on the
 HW1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1555.degrees latitude (g = 980.6199 gals.).
 HW1555
 HW1555.The modeled gravity was interpolated from observed gravity values.
 HW1555
 HW1555;                    North         East    Units  Estimated Accuracy
 HW1555;SPC VA N     - 2,063,430.    3,440,830.      MT  (+/- 180 meters Scaled)
 HW1555
 HW1555                          SUPERSEDED SURVEY CONTROL
 HW1555
 HW1555  NGVD 29 (??/??/92)  452.042  (m)         1483.07   (f) ADJ UNCH    2 0
 HW1555
 HW1555.Superseded values are not recommended for survey control.
 HW1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1555.See file dsdata.txt to determine how the superseded data were derived.
 HW1555
 HW1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC596335(NAD 83)
 HW1555_MARKER: DB = BENCH MARK DISK
 HW1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1555_SP_SET: CULVERT
 HW1555_STAMPING: D 342 1958
 HW1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1555
 HW1555  HISTORY     - Date     Condition        Report By
 HW1555  HISTORY     - 1958     MONUMENTED       CGS
 HW1555
 HW1555                          STATION DESCRIPTION
 HW1555
 HW1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1555'1.1 MI NW FROM CHURCHVILLE.
 HW1555'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW1555'OF STATE HIGHWAY 42 AND THE POST OFFICE AT CHURCHVILLE, 0.6
 HW1555'MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 42 LEADING
 HW1555'NORTH, ACROSS THE HIGHWAY FROM THE RESIDENCE OF MR. FRED RITCHIE,
 HW1555'ON TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 HW1555'6-BY-4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 24 FEET
 HW1555'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST
 HW1555'OF THE NORTHWEST END OF THE HEADWALL AND ABOUT 3 FEET BELOW
 HW1555'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2577 ***********************************************************************
 GV2577  DESIGNATION -  D 343
 GV2577  PID         -  GV2577
 GV2577  STATE/COUNTY-  VA/HENRICO
 GV2577  USGS QUAD   -  GLEN ALLEN (1994)
 GV2577
 GV2577                         *CURRENT SURVEY CONTROL
 GV2577  ___________________________________________________________________
 GV2577* NAD 83(1986)-  37 38 59.     (N)    077 36 09.     (W)     SCALED    
 GV2577* NAVD 88     -        86.126  (meters)     282.57   (feet)  ADJUSTED  
 GV2577  ___________________________________________________________________
 GV2577  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GV2577  DYNAMIC HT  -          86.068 (meters)     282.37  (feet)  COMP
 GV2577  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 GV2577
 GV2577  VERT ORDER  -  SECOND    CLASS 0
 GV2577
 GV2577.The horizontal coordinates were scaled from a topographic map and have
 GV2577.an estimated accuracy of +/- 6 seconds.
 GV2577
 GV2577.The orthometric height was determined by differential leveling
 GV2577.and adjusted by the National Geodetic Survey in June 1991..
 GV2577
 GV2577.The geoid height was determined by GEOID03.
 GV2577
 GV2577.The dynamic height is computed by dividing the NAVD 88
 GV2577.geopotential number by the normal gravity value computed on the
 GV2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2577.degrees latitude (g = 980.6199 gals.).
 GV2577
 GV2577.The modeled gravity was interpolated from observed gravity values.
 GV2577
 GV2577;                    North         East    Units  Estimated Accuracy
 GV2577;SPC VA S     - 1,146,460.    3,579,200.      MT  (+/- 180 meters Scaled)
 GV2577
 GV2577                          SUPERSEDED SURVEY CONTROL
 GV2577
 GV2577  NGVD 29 (??/??/??)   86.418  (m)          283.52   (f) ADJUSTED    2 0
 GV2577
 GV2577.Superseded values are not recommended for survey control.
 GV2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2577.See file dsdata.txt to determine how the superseded data were derived.
 GV2577
 GV2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG704701(NAD 83)
 GV2577_MARKER: DB = BENCH MARK DISK
 GV2577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2577_SP_SET: LOOKOUT TOWER BASE
 GV2577_STAMPING: D 343 1958
 GV2577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2577
 GV2577  HISTORY     - Date     Condition        Report By
 GV2577  HISTORY     - 1958     MONUMENTED       CGS
 GV2577  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2577  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2577
 GV2577                          STATION DESCRIPTION
 GV2577
 GV2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2577'0.5 MI E FROM SHORT PUMP.
 GV2577'EAST ALONG U.S. HIGHWAY 250 FOR 0.5 MILE FROM THE JUNCTION OF
 GV2577'STATE HIGHWAY 271 AT SHORT PUMP.  THE MARK IS SET IN A DRILL
 GV2577'HOLE IN THE CONCRETE BASE FOR THE SOUTHEAST LEG OF THE SHORT
 GV2577'PUMP FIRE LOOKOUT TOWER.  THE TOWER IS ON THE NORTH SIDE OF THE
 GV2577'HIGHWAY.
 GV2577
 GV2577                          STATION RECOVERY (1988)
 GV2577
 GV2577'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 GV2577'MARK NOT FOUND.
 GV2577
 GV2577                          STATION RECOVERY (2005)
 GV2577
 GV2577'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0691 ***********************************************************************
 GV0691  DESIGNATION -  D 345
 GV0691  PID         -  GV0691
 GV0691  STATE/COUNTY-  VA/JAMES CITY
 GV0691  USGS QUAD   -  TOANO (1986)
 GV0691
 GV0691                         *CURRENT SURVEY CONTROL
 GV0691  ___________________________________________________________________
 GV0691* NAD 83(1986)-  37 23 31.     (N)    076 46 16.     (W)     SCALED    
 GV0691* NAVD 88     -        30.853  (meters)     101.22   (feet)  ADJUSTED  
 GV0691  ___________________________________________________________________
 GV0691  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 GV0691  DYNAMIC HT  -          30.831 (meters)     101.15  (feet)  COMP
 GV0691  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 GV0691
 GV0691  VERT ORDER  -  SECOND    CLASS 0
 GV0691
 GV0691.The horizontal coordinates were scaled from a topographic map and have
 GV0691.an estimated accuracy of +/- 6 seconds.
 GV0691
 GV0691.The orthometric height was determined by differential leveling
 GV0691.and adjusted by the National Geodetic Survey in June 1991..
 GV0691
 GV0691.The geoid height was determined by GEOID03.
 GV0691
 GV0691.The dynamic height is computed by dividing the NAVD 88
 GV0691.geopotential number by the normal gravity value computed on the
 GV0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0691.degrees latitude (g = 980.6199 gals.).
 GV0691
 GV0691.The modeled gravity was interpolated from observed gravity values.
 GV0691
 GV0691;                    North         East    Units  Estimated Accuracy
 GV0691;SPC VA S     - 1,118,880.    3,653,080.      MT  (+/- 180 meters Scaled)
 GV0691
 GV0691                          SUPERSEDED SURVEY CONTROL
 GV0691
 GV0691  NGVD 29 (??/??/??)   31.191  (m)          102.33   (f) ADJUSTED    2 0
 GV0691
 GV0691.Superseded values are not recommended for survey control.
 GV0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0691.See file dsdata.txt to determine how the superseded data were derived.
 GV0691
 GV0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG432398(NAD 83)
 GV0691_MARKER: DB = BENCH MARK DISK
 GV0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0691_STAMPING: D 345 1958
 GV0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0691+STABILITY: SURFACE MOTION
 GV0691
 GV0691  HISTORY     - Date     Condition        Report By
 GV0691  HISTORY     - 1958     MONUMENTED       CGS
 GV0691  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 GV0691  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0691
 GV0691                          STATION DESCRIPTION
 GV0691
 GV0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0691'7.1 MI SE FROM LANEXA.
 GV0691'5.0 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0691'OFFICE, THENCE SOUTHEAST ON STATE HIGHWAY 168 FOR 2.1 MILES.
 GV0691'THE MARK IS IN THE DIVIDING STRIP BETWEEN THE TWO LANES OF STATE
 GV0691'HIGHWAY 168, 42 PACES NORTH OF A LARGE SIGN POCAHONTAS MOTOR
 GV0691'LODGE, 62 FEET SOUTH OF THE WEST BOUND LANE OF THE HIGHWAY, 44
 GV0691'FEET NORTH OF THE EAST BOUND LANE, 68 FEET WEST OF 2 PINE TREES
 GV0691'AND 2 FEET WEST OF A METAL WITNESS POST.  SET IN A TEN INCH
 GV0691'SQUARE CONCRETE POST LEVEL WITH THE GROUND.
 GV0691
 GV0691                          STATION RECOVERY (1997)
 GV0691
 GV0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0691'MARK NOT FOUND.
 GV0691
 GV0691                          STATION RECOVERY (2002)
 GV0691
 GV0691'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0496 ***********************************************************************
 HW0496  DESIGNATION -  D 346
 HW0496  PID         -  HW0496
 HW0496  STATE/COUNTY-  VA/C OF CHARLOTTESVILLE
 HW0496  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0496
 HW0496                         *CURRENT SURVEY CONTROL
 HW0496  ___________________________________________________________________
 HW0496* NAD 83(1986)-  38 02 26.     (N)    078 28 19.     (W)     SCALED    
 HW0496* NAVD 88     -       132.611  (meters)     435.07   (feet)  ADJUSTED  
 HW0496  ___________________________________________________________________
 HW0496  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0496  DYNAMIC HT  -         132.518 (meters)     434.77  (feet)  COMP
 HW0496  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HW0496
 HW0496  VERT ORDER  -  SECOND    CLASS 0
 HW0496
 HW0496.The horizontal coordinates were scaled from a topographic map and have
 HW0496.an estimated accuracy of +/- 6 seconds.
 HW0496
 HW0496.The orthometric height was determined by differential leveling
 HW0496.and adjusted by the National Geodetic Survey in June 1991..
 HW0496
 HW0496.The geoid height was determined by GEOID03.
 HW0496
 HW0496.The dynamic height is computed by dividing the NAVD 88
 HW0496.geopotential number by the normal gravity value computed on the
 HW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0496.degrees latitude (g = 980.6199 gals.).
 HW0496
 HW0496.The modeled gravity was interpolated from observed gravity values.
 HW0496
 HW0496;                    North         East    Units  Estimated Accuracy
 HW0496;SPC VA S     - 1,189,470.    3,502,460.      MT  (+/- 180 meters Scaled)
 HW0496
 HW0496                          SUPERSEDED SURVEY CONTROL
 HW0496
 HW0496  NGVD 29 (??/??/92)  132.850  (m)          435.86   (f) ADJ UNCH    2 0
 HW0496
 HW0496.Superseded values are not recommended for survey control.
 HW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0496.See file dsdata.txt to determine how the superseded data were derived.
 HW0496
 HW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC218133(NAD 83)
 HW0496_MARKER: DB = BENCH MARK DISK
 HW0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0496_SP_SET: OVERPASS
 HW0496_STAMPING: D 346 1958
 HW0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0496+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 HW0496
 HW0496  HISTORY     - Date     Condition        Report By
 HW0496  HISTORY     - 1958     MONUMENTED       CGS
 HW0496  HISTORY     - 1964     GOOD             NGS
 HW0496  HISTORY     - 20040703 GOOD             GEOCAC
 HW0496  HISTORY     - 20050731 GOOD             USPSQD
 HW0496
 HW0496                          STATION DESCRIPTION
 HW0496
 HW0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0496'AT CHARLOTTESVILLE.
 HW0496'AT THE INTERSECTION OF U.S. HIGHWAY 250 BYPASS AND PARK STREET
 HW0496'AT THE NORTH EDGE OF CHARLOTTESVILLE, AT THE NORTHEAST CORNER OF
 HW0496'THE PARK STREET OVERPASS, SET IN A DRILL HOLE IN THE TOP OF THE
 HW0496'NORTHEAST WINGWALL ABOUT LEVEL WITH THE STREET.
 HW0496
 HW0496                          STATION RECOVERY (1964)
 HW0496
 HW0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0496'RECOVERED IN GOOD CONDITION.
 HW0496
 HW0496                          STATION RECOVERY (2004)
 HW0496
 HW0496'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HW0496'HANDHELD COORDINATES ARE N38-02-25.32 W078-28-18.72.
 HW0496
 HW0496                          STATION RECOVERY (2005)
 HW0496
 HW0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HW0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0056 ***********************************************************************
 GW0056  DESIGNATION -  D 347
 GW0056  PID         -  GW0056
 GW0056  STATE/COUNTY-  VA/GOOCHLAND
 GW0056  USGS QUAD   -  FERNCLIFF (1984)
 GW0056
 GW0056                         *CURRENT SURVEY CONTROL
 GW0056  ___________________________________________________________________
 GW0056* NAD 83(1986)-  37 53 40.     (N)    078 03 15.     (W)     SCALED    
 GW0056* NAVD 88     -       154.269  (meters)     506.13   (feet)  ADJUSTED  
 GW0056  ___________________________________________________________________
 GW0056  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW0056  DYNAMIC HT  -         154.163 (meters)     505.78  (feet)  COMP
 GW0056  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 GW0056
 GW0056  VERT ORDER  -  SECOND    CLASS 0
 GW0056
 GW0056.The horizontal coordinates were scaled from a topographic map and have
 GW0056.an estimated accuracy of +/- 6 seconds.
 GW0056
 GW0056.The orthometric height was determined by differential leveling
 GW0056.and adjusted by the National Geodetic Survey in June 1991..
 GW0056
 GW0056.The geoid height was determined by GEOID03.
 GW0056
 GW0056.The dynamic height is computed by dividing the NAVD 88
 GW0056.geopotential number by the normal gravity value computed on the
 GW0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0056.degrees latitude (g = 980.6199 gals.).
 GW0056
 GW0056.The modeled gravity was interpolated from observed gravity values.
 GW0056
 GW0056;                    North         East    Units  Estimated Accuracy
 GW0056;SPC VA S     - 1,173,340.    3,539,210.      MT  (+/- 180 meters Scaled)
 GW0056
 GW0056                          SUPERSEDED SURVEY CONTROL
 GW0056
 GW0056  NGVD 29 (??/??/92)  154.531  (m)          506.99   (f) ADJ UNCH    2 0
 GW0056
 GW0056.Superseded values are not recommended for survey control.
 GW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0056.See file dsdata.txt to determine how the superseded data were derived.
 GW0056
 GW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB590981(NAD 83)
 GW0056_MARKER: DB = BENCH MARK DISK
 GW0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0056_STAMPING: D 347 1958
 GW0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0056+STABILITY: SURFACE MOTION
 GW0056
 GW0056  HISTORY     - Date     Condition        Report By
 GW0056  HISTORY     - 1958     MONUMENTED       CGS
 GW0056  HISTORY     - 1967     GOOD             NGS
 GW0056  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0056  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GW0056
 GW0056                          STATION DESCRIPTION
 GW0056
 GW0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0056'2 MI SE FROM FERNCLIFF.
 GW0056'2.0 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE FERNCLIFF POST
 GW0056'OFFICE, 67 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 646,
 GW0056'33 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 250, 3 FEET EAST
 GW0056'OF A LARGE OAK TREE AND 1 FOOT EAST OF A C AND GS WITNESS SIGN.
 GW0056'SET IN A CONCRETE POST PROJECTING 4 INCHES.  THIS IS AT A PICNIC
 GW0056'AREA.  STAMPING CHANGED FROM R 353 TO D 347 1958 ON 4/10/67.
 GW0056
 GW0056                          STATION RECOVERY (1967)
 GW0056
 GW0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GW0056'RECOVERED IN GOOD CONDITION.
 GW0056
 GW0056                          STATION RECOVERY (1998)
 GW0056
 GW0056'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0056'MARK NOT FOUND.
 GW0056
 GW0056                          STATION RECOVERY (2002)
 GW0056
 GW0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GW0056' 
 GW0056' 
 GW0056' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0917 ***********************************************************************
 GW0917  DESIGNATION -  D 348
 GW0917  PID         -  GW0917
 GW0917  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0917  USGS QUAD   -  LEXINGTON (1978)
 GW0917
 GW0917                         *CURRENT SURVEY CONTROL
 GW0917  ___________________________________________________________________
 GW0917* NAD 83(1986)-  37 50 09.     (N)    079 22 35.     (W)     SCALED    
 GW0917* NAVD 88     -       358.077  (meters)    1174.79   (feet)  ADJUSTED  
 GW0917  ___________________________________________________________________
 GW0917  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0917  DYNAMIC HT  -         357.799 (meters)    1173.88  (feet)  COMP
 GW0917  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 GW0917
 GW0917  VERT ORDER  -  FIRST     CLASS II
 GW0917
 GW0917.The horizontal coordinates were scaled from a topographic map and have
 GW0917.an estimated accuracy of +/- 6 seconds.
 GW0917
 GW0917.The orthometric height was determined by differential leveling
 GW0917.and adjusted by the National Geodetic Survey in June 1991..
 GW0917
 GW0917.The geoid height was determined by GEOID03.
 GW0917
 GW0917.The dynamic height is computed by dividing the NAVD 88
 GW0917.geopotential number by the normal gravity value computed on the
 GW0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0917.degrees latitude (g = 980.6199 gals.).
 GW0917
 GW0917.The modeled gravity was interpolated from observed gravity values.
 GW0917
 GW0917;                    North         East    Units  Estimated Accuracy
 GW0917;SPC VA S     - 1,167,100.    3,422,860.      MT  (+/- 180 meters Scaled)
 GW0917
 GW0917                          SUPERSEDED SURVEY CONTROL
 GW0917
 GW0917  NGVD 29 (??/??/92)  358.223  (m)         1175.27   (f) ADJ UNCH    1 2
 GW0917
 GW0917.Superseded values are not recommended for survey control.
 GW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0917.See file dsdata.txt to determine how the superseded data were derived.
 GW0917
 GW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB428888(NAD 83)
 GW0917_MARKER: DB = BENCH MARK DISK
 GW0917_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW0917_STAMPING: D 348 1958
 GW0917_MARK LOGO: CGS   
 GW0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0917+STABILITY: SURFACE MOTION
 GW0917
 GW0917  HISTORY     - Date     Condition        Report By
 GW0917  HISTORY     - 1958     MONUMENTED       CGS
 GW0917  HISTORY     - 1984     GOOD             NGS
 GW0917
 GW0917                          STATION DESCRIPTION
 GW0917
 GW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0917'5.3 MI NE FROM LEXINGTON.
 GW0917'ABOUT 5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT
 GW0917'HOUSE AT LEXINGTON, AT THE T JUNCTION OF COUNTY ROAD NO. 645
 GW0917'LEADING SOUTHWEST, ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 GW0917'CONCRETE ABUTMENT OF THE COUNTY ROAD BRIDGE OVER MILL CREEK, 67
 GW0917'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 11, 14 FEET
 GW0917'SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD AND ABOUT LEVEL
 GW0917'WITH THE SURFACE OF THE HIGHWAY.  NOTE-- THIS MARK MAY BE REACHED
 GW0917'BY GOING 5.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0917'OFFICE AT FAIRFIELD, VIRGINIA.
 GW0917
 GW0917                          STATION RECOVERY (1984)
 GW0917
 GW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0948 ***********************************************************************
 GW0948  DESIGNATION -  D 349
 GW0948  PID         -  GW0948
 GW0948  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0948  USGS QUAD   -  GLASGOW (1965)
 GW0948
 GW0948                         *CURRENT SURVEY CONTROL
 GW0948  ___________________________________________________________________
 GW0948* NAD 83(1986)-  37 38 03.     (N)    079 27 06.     (W)     SCALED    
 GW0948* NAVD 88     -       227.752  (meters)     747.22   (feet)  ADJUSTED  
 GW0948  ___________________________________________________________________
 GW0948  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW0948  DYNAMIC HT  -         227.573 (meters)     746.63  (feet)  COMP
 GW0948  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 GW0948
 GW0948  VERT ORDER  -  FIRST     CLASS II
 GW0948
 GW0948.The horizontal coordinates were scaled from a topographic map and have
 GW0948.an estimated accuracy of +/- 6 seconds.
 GW0948
 GW0948.The orthometric height was determined by differential leveling
 GW0948.and adjusted by the National Geodetic Survey in June 1991..
 GW0948
 GW0948.The geoid height was determined by GEOID03.
 GW0948
 GW0948.The dynamic height is computed by dividing the NAVD 88
 GW0948.geopotential number by the normal gravity value computed on the
 GW0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0948.degrees latitude (g = 980.6199 gals.).
 GW0948
 GW0948.The modeled gravity was interpolated from observed gravity values.
 GW0948
 GW0948;                    North         East    Units  Estimated Accuracy
 GW0948;SPC VA S     - 1,144,790.    3,416,000.      MT  (+/- 180 meters Scaled)
 GW0948
 GW0948                          SUPERSEDED SURVEY CONTROL
 GW0948
 GW0948  NGVD 29 (??/??/92)  227.928  (m)          747.79   (f) ADJ UNCH    1 2
 GW0948
 GW0948.Superseded values are not recommended for survey control.
 GW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0948.See file dsdata.txt to determine how the superseded data were derived.
 GW0948
 GW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB366663(NAD 83)
 GW0948_MARKER: DB = BENCH MARK DISK
 GW0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0948_STAMPING: D 349 1958
 GW0948_MARK LOGO: CGS   
 GW0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0948+STABILITY: SURFACE MOTION
 GW0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0948+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GW0948
 GW0948  HISTORY     - Date     Condition        Report By
 GW0948  HISTORY     - 1958     MONUMENTED       CGS
 GW0948  HISTORY     - 1984     GOOD             NGS
 GW0948  HISTORY     - 1984     GOOD             NGS
 GW0948  HISTORY     - 20060110 GOOD             NSRR
 GW0948
 GW0948                          STATION DESCRIPTION
 GW0948
 GW0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0948'0.3 MI SW FROM GLASGOW.
 GW0948'ABOUT 0.3 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GW0948'FROM THE STATION AT GLASGOW, AT THE CROSSING OF COUNTY ROAD NO.
 GW0948'684, 20 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD,
 GW0948'82 FEET NORTHWEST OF THE NORTHWEST RAIL, 46 1/2 FEET NORTHWEST OF
 GW0948'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A DOUBLE 24-INCH
 GW0948'PIPE CULVERT UNDER THE COUNTY ROAD, 2 FEET EAST OF TELEPHONE
 GW0948'POLE NO. 104-A-7, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 GW0948'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 GW0948
 GW0948                          STATION RECOVERY (1984)
 GW0948
 GW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0948'RECOVERED IN GOOD CONDITION.
 GW0948
 GW0948                          STATION RECOVERY (1984)
 GW0948
 GW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0948'RECOVERED IN GOOD CONDITION.
 GW0948
 GW0948                          STATION RECOVERY (2006)
 GW0948
 GW0948'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2006 (FRS)
 GW0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0456 ***********************************************************************
 HW0456  DESIGNATION -  D 35
 HW0456  PID         -  HW0456
 HW0456  STATE/COUNTY-  VA/ORANGE
 HW0456  USGS QUAD   -  GORDONSVILLE (1984)
 HW0456
 HW0456                         *CURRENT SURVEY CONTROL
 HW0456  ___________________________________________________________________
 HW0456* NAD 83(1986)-  38 11 26.     (N)    078 07 39.     (W)     SCALED    
 HW0456* NAVD 88     -       124.635  (meters)     408.91   (feet)  ADJUSTED  
 HW0456  ___________________________________________________________________
 HW0456  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0456  DYNAMIC HT  -         124.553 (meters)     408.64  (feet)  COMP
 HW0456  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 HW0456
 HW0456  VERT ORDER  -  SECOND    CLASS 0
 HW0456
 HW0456.The horizontal coordinates were scaled from a topographic map and have
 HW0456.an estimated accuracy of +/- 6 seconds.
 HW0456
 HW0456.The orthometric height was determined by differential leveling
 HW0456.and adjusted by the National Geodetic Survey in June 1991..
 HW0456
 HW0456.The geoid height was determined by GEOID03.
 HW0456
 HW0456.The dynamic height is computed by dividing the NAVD 88
 HW0456.geopotential number by the normal gravity value computed on the
 HW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0456.degrees latitude (g = 980.6199 gals.).
 HW0456
 HW0456.The modeled gravity was interpolated from observed gravity values.
 HW0456
 HW0456;                    North         East    Units  Estimated Accuracy
 HW0456;SPC VA N     - 2,058,220.    3,532,630.      MT  (+/- 180 meters Scaled)
 HW0456
 HW0456                          SUPERSEDED SURVEY CONTROL
 HW0456
 HW0456  NGVD 29 (??/??/92)  124.875  (m)          409.69   (f) ADJ UNCH    2 0
 HW0456
 HW0456.Superseded values are not recommended for survey control.
 HW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0456.See file dsdata.txt to determine how the superseded data were derived.
 HW0456
 HW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC515308(NAD 83)
 HW0456_MARKER: DD = SURVEY DISK
 HW0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0456_STAMPING: D 35 1929 409.552 ELEV
 HW0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0456+STABILITY: SURFACE MOTION
 HW0456
 HW0456  HISTORY     - Date     Condition        Report By
 HW0456  HISTORY     - 1929     MONUMENTED       USGS
 HW0456  HISTORY     - 1935     GOOD             NGS
 HW0456  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW0456  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HW0456
 HW0456                          STATION DESCRIPTION
 HW0456
 HW0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HW0456'4.1 MI S FROM ORANGE.
 HW0456'ABOUT 4.1 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HW0456'THE SOUTHERN RAILWAY STATION AT ORANGE, ORANGE COUNTY, ABOUT 270
 HW0456'FEET NORTH OF THE STATION AT MADISON RUN, ABOUT 130 FEET EAST OF
 HW0456'THE CENTER OF A ROAD CROSSING, SOUTH OF THE ROAD, AND 2 FEET WEST
 HW0456'OF A POINT 3 FEET SOUTH OF A BARBED-WIRE FENCE.  A UNITED STATES
 HW0456'GEOLOGICAL SURVEY STANDARD DISK, STAMPED D 35 1929 409.552 ELEV.
 HW0456'AND SET IN THE TOP OF A CONCRETE POST.
 HW0456
 HW0456                          STATION RECOVERY (1998)
 HW0456
 HW0456'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0456'MARK NOT FOUND.
 HW0456
 HW0456                          STATION RECOVERY (2003)
 HW0456
 HW0456'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0955 ***********************************************************************
 GW0955  DESIGNATION -  D 350
 GW0955  PID         -  GW0955
 GW0955  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0955  USGS QUAD   -  LEXINGTON (1978)
 GW0955
 GW0955                         *CURRENT SURVEY CONTROL
 GW0955  ___________________________________________________________________
 GW0955* NAD 83(1986)-  37 50 25.     (N)    079 29 10.     (W)     SCALED    
 GW0955* NAVD 88     -       359.733  (meters)    1180.22   (feet)  ADJUSTED  
 GW0955  ___________________________________________________________________
 GW0955  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW0955  DYNAMIC HT  -         359.455 (meters)    1179.31  (feet)  COMP
 GW0955  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GW0955
 GW0955  VERT ORDER  -  SECOND    CLASS 0
 GW0955
 GW0955.The horizontal coordinates were scaled from a topographic map and have
 GW0955.an estimated accuracy of +/- 6 seconds.
 GW0955
 GW0955.The orthometric height was determined by differential leveling
 GW0955.and adjusted by the National Geodetic Survey in June 1991..
 GW0955
 GW0955.The geoid height was determined by GEOID03.
 GW0955
 GW0955.The dynamic height is computed by dividing the NAVD 88
 GW0955.geopotential number by the normal gravity value computed on the
 GW0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0955.degrees latitude (g = 980.6199 gals.).
 GW0955
 GW0955.The modeled gravity was interpolated from observed gravity values.
 GW0955
 GW0955;                    North         East    Units  Estimated Accuracy
 GW0955;SPC VA S     - 1,167,690.    3,413,200.      MT  (+/- 180 meters Scaled)
 GW0955
 GW0955                          SUPERSEDED SURVEY CONTROL
 GW0955
 GW0955  NGVD 29 (??/??/92)  359.903  (m)         1180.78   (f) ADJ UNCH    2 0
 GW0955
 GW0955.Superseded values are not recommended for survey control.
 GW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0955.See file dsdata.txt to determine how the superseded data were derived.
 GW0955
 GW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB332891(NAD 83)
 GW0955_MARKER: DB = BENCH MARK DISK
 GW0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0955_SP_SET: CULVERT
 GW0955_STAMPING: D 350 1958
 GW0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0955
 GW0955  HISTORY     - Date     Condition        Report By
 GW0955  HISTORY     - 1958     MONUMENTED       CGS
 GW0955
 GW0955                          STATION DESCRIPTION
 GW0955
 GW0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0955'5.2 MI NW FROM LEXINGTON.
 GW0955'ABOUT 5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0955'OFFICE AT LEXINGTON, 0.55 MILE SOUTHEAST OF THE BRIDGE OVER KERRS
 GW0955'CREEK, ON TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF
 GW0955'A 2-BY-2-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN LINE
 GW0955'WITH THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING SOUTHEAST
 GW0955'TO THE NEW MONMOUTH PRESBYTERIAN CHURCH AND CEMETERY, 22 FEET
 GW0955'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW
 GW0955'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1618 ***********************************************************************
 GW1618  DESIGNATION -  D 351
 GW1618  PID         -  GW1618
 GW1618  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1618  USGS QUAD   -  COLLIERSTOWN (1986)
 GW1618
 GW1618                         *CURRENT SURVEY CONTROL
 GW1618  ___________________________________________________________________
 GW1618* NAD 83(1986)-  37 48 28.     (N)    079 30 01.     (W)     SCALED    
 GW1618* NAVD 88     -       390.891  (meters)    1282.45   (feet)  ADJUSTED  
 GW1618  ___________________________________________________________________
 GW1618  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GW1618  DYNAMIC HT  -         390.586 (meters)    1281.45  (feet)  COMP
 GW1618  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 GW1618
 GW1618  VERT ORDER  -  SECOND    CLASS 0
 GW1618
 GW1618.The horizontal coordinates were scaled from a topographic map and have
 GW1618.an estimated accuracy of +/- 6 seconds.
 GW1618
 GW1618.The orthometric height was determined by differential leveling
 GW1618.and adjusted by the National Geodetic Survey in June 1991..
 GW1618
 GW1618.The geoid height was determined by GEOID03.
 GW1618
 GW1618.The dynamic height is computed by dividing the NAVD 88
 GW1618.geopotential number by the normal gravity value computed on the
 GW1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1618.degrees latitude (g = 980.6199 gals.).
 GW1618
 GW1618.The modeled gravity was interpolated from observed gravity values.
 GW1618
 GW1618;                    North         East    Units  Estimated Accuracy
 GW1618;SPC VA S     - 1,164,100.    3,411,920.      MT  (+/- 180 meters Scaled)
 GW1618
 GW1618                          SUPERSEDED SURVEY CONTROL
 GW1618
 GW1618  NGVD 29 (??/??/92)  391.060  (m)         1283.00   (f) ADJ UNCH    2 0
 GW1618
 GW1618.Superseded values are not recommended for survey control.
 GW1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1618.See file dsdata.txt to determine how the superseded data were derived.
 GW1618
 GW1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB320855(NAD 83)
 GW1618_MARKER: DB = BENCH MARK DISK
 GW1618_SETTING: 66 = SET IN ROCK OUTCROP
 GW1618_SP_SET: SET IN ROCK OUTCROP
 GW1618_STAMPING: D 351 1958
 GW1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1618+STABILITY: POSITION/ELEVATION WELL
 GW1618
 GW1618  HISTORY     - Date     Condition        Report By
 GW1618  HISTORY     - 1958     MONUMENTED       CGS
 GW1618
 GW1618                          STATION DESCRIPTION
 GW1618
 GW1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1618'4.2 MI NW FROM LEXINGTON.
 GW1618'ABOUT 2.9 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW1618'OFFICE AT LEXINGTON, THENCE 1.3 MILES SOUTHWEST ALONG COUNTY ROAD
 GW1618'NO. 641, ALONG THE NORTHEAST BANK OF WHISTLE CREEK, NEAR THE
 GW1618'MOUTH OF TOAD RUN, ON THE TOP OF A 3-BY-2-FOOT OUTCROP PROJECTING
 GW1618'2 FEET ABOVE THE GROUND, NEAR THE JUNCTION OF COUNTY ROAD NO. 673
 GW1618'LEADING SOUTHWEST, 28 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 GW1618'ROAD NO. 641, 27 FEET EAST OF THE NORTHEAST CORNER OF A BRIDGE
 GW1618'OVER WHISTLE CREEK, 15 FEET SOUTHEAST OF THE EXTENDED CENTER LINE
 GW1618'OF COUNTY ROAD NO. 673 AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 GW1618'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1676 ***********************************************************************
 GW1676  DESIGNATION -  D 352
 GW1676  PID         -  GW1676
 GW1676  STATE/COUNTY-  VA/C OF CLIFTON FORGE
 GW1676  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1676
 GW1676                         *CURRENT SURVEY CONTROL
 GW1676  ___________________________________________________________________
 GW1676* NAD 83(1986)-  37 48 39.     (N)    079 50 21.     (W)     SCALED    
 GW1676* NAVD 88     -       341.674  (meters)    1120.98   (feet)  ADJUSTED  
 GW1676  ___________________________________________________________________
 GW1676  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW1676  DYNAMIC HT  -         341.404 (meters)    1120.09  (feet)  COMP
 GW1676  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 GW1676
 GW1676  VERT ORDER  -  FIRST     CLASS II
 GW1676
 GW1676.The horizontal coordinates were scaled from a topographic map and have
 GW1676.an estimated accuracy of +/- 6 seconds.
 GW1676
 GW1676.The orthometric height was determined by differential leveling
 GW1676.and adjusted by the National Geodetic Survey in June 1991..
 GW1676
 GW1676.The geoid height was determined by GEOID03.
 GW1676
 GW1676.The dynamic height is computed by dividing the NAVD 88
 GW1676.geopotential number by the normal gravity value computed on the
 GW1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1676.degrees latitude (g = 980.6199 gals.).
 GW1676
 GW1676.The modeled gravity was interpolated from observed gravity values.
 GW1676
 GW1676;                    North         East    Units  Estimated Accuracy
 GW1676;SPC VA S     - 1,164,810.    3,382,080.      MT  (+/- 180 meters Scaled)
 GW1676
 GW1676                          SUPERSEDED SURVEY CONTROL
 GW1676
 GW1676  NGVD 29 (??/??/92)  341.869  (m)         1121.62   (f) ADJ UNCH    1 2
 GW1676
 GW1676.Superseded values are not recommended for survey control.
 GW1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1676.See file dsdata.txt to determine how the superseded data were derived.
 GW1676
 GW1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB021854(NAD 83)
 GW1676_MARKER: DB = BENCH MARK DISK
 GW1676_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GW1676_STAMPING: D 352 1958
 GW1676_MARK LOGO: CGS   
 GW1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1676
 GW1676  HISTORY     - Date     Condition        Report By
 GW1676  HISTORY     - 1958     MONUMENTED       CGS
 GW1676  HISTORY     - 1967     GOOD             NGS
 GW1676  HISTORY     - 1984     GOOD             NGS
 GW1676
 GW1676                          STATION DESCRIPTION
 GW1676
 GW1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1676'1 MI W FROM CLIFTON FORGE.
 GW1676'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1676'AT CLIFTON FORGE, ON THE TOP OF A LONG CONCRETE RETAINING WALL,
 GW1676'0.15 MILE NORTHEAST OF THE HIGHWAY BRIDGE OVER THE JACKSON
 GW1676'RIVER, 17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GW1676'105 FEET EAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST END
 GW1676'OF ANOTHER RETAINING WALL AND ABOUT 2 FEET BELOW THE LEVEL
 GW1676'OF THE SIDEWALK.
 GW1676
 GW1676                          STATION RECOVERY (1967)
 GW1676
 GW1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GW1676'RECOVERED IN GOOD CONDITION.
 GW1676
 GW1676                          STATION RECOVERY (1984)
 GW1676
 GW1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1676'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 GW1676'MARK IS LOCATED IN THE INDEPENDENT CITY OF CLIFTON FORGE RATHER THAN
 GW1676'IN ALLEGHANY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1459 ***********************************************************************
 GX1459  DESIGNATION -  D 36
 GX1459  PID         -  GX1459
 GX1459  STATE/COUNTY-  VA/BLAND
 GX1459  USGS QUAD   -  BLAND (1977)
 GX1459
 GX1459                         *CURRENT SURVEY CONTROL
 GX1459  ___________________________________________________________________
 GX1459* NAD 83(1986)-  37 06 00.     (N)    081 06 54.     (W)     SCALED    
 GX1459* NAVD 88     -       746.602  (meters)    2449.48   (feet)  ADJUSTED  
 GX1459  ___________________________________________________________________
 GX1459  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1459  DYNAMIC HT  -         745.918 (meters)    2447.23  (feet)  COMP
 GX1459  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 GX1459
 GX1459  VERT ORDER  -  FIRST     CLASS II
 GX1459
 GX1459.The horizontal coordinates were scaled from a topographic map and have
 GX1459.an estimated accuracy of +/- 6 seconds.
 GX1459
 GX1459.The orthometric height was determined by differential leveling
 GX1459.and adjusted by the National Geodetic Survey in June 1991..
 GX1459
 GX1459.The geoid height was determined by GEOID03.
 GX1459
 GX1459.The dynamic height is computed by dividing the NAVD 88
 GX1459.geopotential number by the normal gravity value computed on the
 GX1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1459.degrees latitude (g = 980.6199 gals.).
 GX1459
 GX1459.The modeled gravity was interpolated from observed gravity values.
 GX1459
 GX1459;                    North         East    Units  Estimated Accuracy
 GX1459;SPC VA S     - 1,088,300.    3,267,580.      MT  (+/- 180 meters Scaled)
 GX1459
 GX1459                          SUPERSEDED SURVEY CONTROL
 GX1459
 GX1459  NGVD 29 (??/??/92)  746.660  (m)         2449.67   (f) ADJ UNCH    1 2
 GX1459
 GX1459.Superseded values are not recommended for survey control.
 GX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1459.See file dsdata.txt to determine how the superseded data were derived.
 GX1459
 GX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB897059(NAD 83)
 GX1459_MARKER: DB = BENCH MARK DISK
 GX1459_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GX1459+WITH SETTING: PAVEMENT
 GX1459_STAMPING: 2449.903 D 36 1934
 GX1459_MARK LOGO: CGS   
 GX1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1459+STABILITY: SURFACE MOTION
 GX1459
 GX1459  HISTORY     - Date     Condition        Report By
 GX1459  HISTORY     - 1934     MONUMENTED       CGS
 GX1459  HISTORY     - 1935     GOOD             NGS
 GX1459  HISTORY     - 1963     GOOD             NGS
 GX1459  HISTORY     - 1984     GOOD             NGS
 GX1459
 GX1459                          STATION DESCRIPTION
 GX1459
 GX1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX1459'AT BLAND.
 GX1459'AT BLAND, BLAND COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 GX1459'CONCRETE FLOOR OF THE NORTHEAST PORCH, BETWEEN THE TWO SOUTHEAST
 GX1459'PILLARS, AND 8 INCHES FROM THE NORTHEAST EDGE OF THE PORCH.
 GX1459'A STANDARD DISK, STAMPED 2449.903 D 36 1934.
 GX1459
 GX1459                          STATION RECOVERY (1963)
 GX1459
 GX1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1459'RECOVERED IN GOOD CONDITION.
 GX1459
 GX1459                          STATION RECOVERY (1984)
 GX1459
 GX1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7914 ***********************************************************************
 HV7914  DESIGNATION -  D 367
 HV7914  PID         -  HV7914
 HV7914  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7914  USGS QUAD   -  GUINEA (1966)
 HV7914
 HV7914                         *CURRENT SURVEY CONTROL
 HV7914  ___________________________________________________________________
 HV7914* NAD 83(1986)-  38 13 27.     (N)    077 27 13.     (W)     SCALED    
 HV7914* NAVD 88     -        45.791  (meters)     150.23   (feet)  ADJUSTED  
 HV7914  ___________________________________________________________________
 HV7914  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV7914  DYNAMIC HT  -          45.763 (meters)     150.14  (feet)  COMP
 HV7914  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 HV7914
 HV7914  VERT ORDER  -  FIRST     CLASS I
 HV7914
 HV7914.The horizontal coordinates were scaled from a topographic map and have
 HV7914.an estimated accuracy of +/- 6 seconds.
 HV7914
 HV7914.The orthometric height was determined by differential leveling
 HV7914.and adjusted by the National Geodetic Survey in June 1991..
 HV7914
 HV7914.The geoid height was determined by GEOID03.
 HV7914
 HV7914.The dynamic height is computed by dividing the NAVD 88
 HV7914.geopotential number by the normal gravity value computed on the
 HV7914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7914.degrees latitude (g = 980.6199 gals.).
 HV7914
 HV7914.The modeled gravity was interpolated from observed gravity values.
 HV7914
 HV7914;                    North         East    Units  Estimated Accuracy
 HV7914;SPC VA N     - 2,062,400.    3,591,620.      MT  (+/- 180 meters Scaled)
 HV7914
 HV7914                          SUPERSEDED SURVEY CONTROL
 HV7914
 HV7914  NGVD 29 (??/??/??)   46.039  (m)          151.05   (f) ADJUSTED    1 1
 HV7914
 HV7914.Superseded values are not recommended for survey control.
 HV7914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7914.See file dsdata.txt to determine how the superseded data were derived.
 HV7914
 HV7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH852335(NAD 83)
 HV7914_MARKER: DV = VERTICAL CONTROL DISK
 HV7914_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HV7914_SP_SET: GALVANIZED STEEL ROD
 HV7914_STAMPING: D 367 1978
 HV7914_MARK LOGO: NGS   
 HV7914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7914+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7914
 HV7914  HISTORY     - Date     Condition        Report By
 HV7914  HISTORY     - 1978     MONUMENTED       NGS
 HV7914  HISTORY     - 1981     GOOD             NGS
 HV7914  HISTORY     - 1983     GOOD             NGS
 HV7914  HISTORY     - 19910828 GOOD             NGS
 HV7914  HISTORY     - 19981024 POOR             USPSQD
 HV7914
 HV7914                          STATION DESCRIPTION
 HV7914
 HV7914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7914'8.5 MI SOUTH FROM FREDERICKSBURG.
 HV7914'5.8 MILES SOUTHEAST ALONG US HIGHWAY 17 AND STATE HIGHWAY 2 FROM
 HV7914'THE POST OFFICE AT FREDERICKSBURG, THENCE 2.7 MILES WEST ALONG
 HV7914'HIGHWAY 17 BYPASS FROM THE JUNCTION OF HIGHWAY 2, AT THE JUNCTION OF
 HV7914'COUNTY ROAD 608.  THE MARK IS LOCATED 163 FT NORTH OF THE CENTERLINE
 HV7914'OF HIGHWAY 17 BYPASS, 62 FT WEST OF THE CENTERLINE OF COUNTY ROAD
 HV7914'608, 7 FT SOUTHWEST OF A POWERLINE POLE, 10 FT WEST OF RIGHT-OF-WAY
 HV7914'FENCE CORNER, AND 1 FT SOUTH OF FENCE LINE.  A STANDARD DISK SET
 HV7914'LEVEL WITH THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 HV7914'PLASTIC SCREW PLUG.
 HV7914
 HV7914                          STATION RECOVERY (1981)
 HV7914
 HV7914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV7914'RECOVERED IN GOOD CONDITION.
 HV7914
 HV7914                          STATION RECOVERY (1983)
 HV7914
 HV7914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7914'RECOVERED IN GOOD CONDITION.
 HV7914
 HV7914                          STATION RECOVERY (1991)
 HV7914
 HV7914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7914'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7914'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7914'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7914'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV7914'HIGHWAY 17 NORTH FOR 2.85 MI (4.59 KM) TO THE INTERSECTION OF STAE
 HV7914'ROUTE 608 (MASSAPONAX CHURCH ROAD) TO THE LEFT AND STATE ROUTE 635
 HV7914'(LEE HILL SCHOOL ROAD) TO THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 HV7914'STATE ROUTE 635 FOR 100 FT (30.5 M) TO THE MARK ON THE LEFT JUST
 HV7914'BEFORE THE JUNCTION WITH STATE ROUTE 736 TO THE RIGHT.  THE MARK IS
 HV7914'SET INSIDE A 4-INCH PVC PIPE WITH THREADED CAP PROJECTING 1 INCH
 HV7914'ABOVE GROUND.  0.7 FT (0.2 M) SOUTH OF A FENCE LINE 1.2 FT (0.4 M)
 HV7914'EAST OF A WITNESS POST 10.2 FT (3.1 M) SOUTH OF A POWERLINE POLE
 HV7914'NO.411-24-170-345 10.4 FT (3.2 M) WEST OF A FENCE CORNER 54 FT (16.5
 HV7914'M) WEST OF THE CENTERLINE OF ROUTE 635 157 FT (47.9 M) NORTHWEST OF
 HV7914'THE CENTER OF THE INTERSECTION OF US HWY 17 AND ROUTE 635
 HV7914
 HV7914                          STATION RECOVERY (1998)
 HV7914
 HV7914'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7914'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1701 ***********************************************************************
 GW1701  DESIGNATION -  D 368
 GW1701  PID         -  GW1701
 GW1701  STATE/COUNTY-  VA/BOTETOURT
 GW1701  USGS QUAD   -  BUCHANAN (1985)
 GW1701
 GW1701                         *CURRENT SURVEY CONTROL
 GW1701  ___________________________________________________________________
 GW1701* NAD 83(1986)-  37 30 30.     (N)    079 42 52.     (W)     SCALED    
 GW1701* NAVD 88     -       263.155  (meters)     863.37   (feet)  ADJUSTED  
 GW1701  ___________________________________________________________________
 GW1701  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 GW1701  DYNAMIC HT  -         262.945 (meters)     862.68  (feet)  COMP
 GW1701  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 GW1701
 GW1701  VERT ORDER  -  FIRST     CLASS II
 GW1701
 GW1701.The horizontal coordinates were scaled from a topographic map and have
 GW1701.an estimated accuracy of +/- 6 seconds.
 GW1701
 GW1701.The orthometric height was determined by differential leveling
 GW1701.and adjusted by the National Geodetic Survey in June 1991..
 GW1701
 GW1701.The geoid height was determined by GEOID03.
 GW1701
 GW1701.The dynamic height is computed by dividing the NAVD 88
 GW1701.geopotential number by the normal gravity value computed on the
 GW1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1701.degrees latitude (g = 980.6199 gals.).
 GW1701
 GW1701.The modeled gravity was interpolated from observed gravity values.
 GW1701
 GW1701;                    North         East    Units  Estimated Accuracy
 GW1701;SPC VA S     - 1,131,090.    3,392,630.      MT  (+/- 180 meters Scaled)
 GW1701
 GW1701                          SUPERSEDED SURVEY CONTROL
 GW1701
 GW1701  NGVD 29 (??/??/92)  263.360  (m)          864.04   (f) ADJ UNCH    1 2
 GW1701
 GW1701.Superseded values are not recommended for survey control.
 GW1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1701.See file dsdata.txt to determine how the superseded data were derived.
 GW1701
 GW1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB136520(NAD 83)
 GW1701_MARKER: DB = BENCH MARK DISK
 GW1701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1701_STAMPING: D 368 1959
 GW1701_MARK LOGO: CGS   
 GW1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1701
 GW1701  HISTORY     - Date     Condition        Report By
 GW1701  HISTORY     - 1959     MONUMENTED       CGS
 GW1701  HISTORY     - 1984     GOOD             NGS
 GW1701  HISTORY     - 19960420 GOOD             USPSQD
 GW1701
 GW1701                          STATION DESCRIPTION
 GW1701
 GW1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1701'2.6 MI SW FROM BUCHANAN.
 GW1701'ABOUT 2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 GW1701'END OF THE CONCRETE HIGHWAY BRIDGE OVER JAMES RIVER AT BUCHANAN,
 GW1701'48 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF BLACK TOP
 GW1701'ROAD 640 LEADING SOUTH, 17 FEET NORTHWEST OF THE CENTER LINE OF
 GW1701'THE HIGHWAY, IN TOP OF THE NORTH WING WALL OF THE NORTHEAST
 GW1701'ABUTMENT OF CONCRETE BRIDGE OVER LOONEY MILL, AND ABOUT LEVEL
 GW1701'WITH THE HIGHWAY.
 GW1701
 GW1701                          STATION RECOVERY (1984)
 GW1701
 GW1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1701'RECOVERED IN GOOD CONDITION.
 GW1701
 GW1701                          STATION RECOVERY (1996)
 GW1701
 GW1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1360 ***********************************************************************
 GW1360  DESIGNATION -  D 369
 GW1360  PID         -  GW1360
 GW1360  STATE/COUNTY-  VA/ROANOKE
 GW1360  USGS QUAD   -  ROANOKE (1984)
 GW1360
 GW1360                         *CURRENT SURVEY CONTROL
 GW1360  ___________________________________________________________________
 GW1360* NAD 83(1986)-  37 20 23.     (N)    079 58 14.     (W)     SCALED    
 GW1360* NAVD 88     -       319.082  (meters)    1046.85   (feet)  ADJUSTED  
 GW1360  ___________________________________________________________________
 GW1360  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW1360  DYNAMIC HT  -         318.819 (meters)    1045.99  (feet)  COMP
 GW1360  MODELED GRAV-     979,796.1   (mgal)                       NAVD 88
 GW1360
 GW1360  VERT ORDER  -  FIRST     CLASS II
 GW1360
 GW1360.The horizontal coordinates were scaled from a topographic map and have
 GW1360.an estimated accuracy of +/- 6 seconds.
 GW1360
 GW1360.The orthometric height was determined by differential leveling
 GW1360.and adjusted by the National Geodetic Survey in June 1991..
 GW1360
 GW1360.The geoid height was determined by GEOID03.
 GW1360
 GW1360.The dynamic height is computed by dividing the NAVD 88
 GW1360.geopotential number by the normal gravity value computed on the
 GW1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1360.degrees latitude (g = 980.6199 gals.).
 GW1360
 GW1360.The modeled gravity was interpolated from observed gravity values.
 GW1360
 GW1360;                    North         East    Units  Estimated Accuracy
 GW1360;SPC VA S     - 1,112,700.    3,369,700.      MT  (+/- 180 meters Scaled)
 GW1360
 GW1360                          SUPERSEDED SURVEY CONTROL
 GW1360
 GW1360  NGVD 29 (??/??/92)  319.273  (m)         1047.48   (f) ADJ UNCH    1 2
 GW1360
 GW1360.Superseded values are not recommended for survey control.
 GW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1360.See file dsdata.txt to determine how the superseded data were derived.
 GW1360
 GW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB911330(NAD 83)
 GW1360_MARKER: DB = BENCH MARK DISK
 GW1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1360_SP_SET: CULVERT
 GW1360_STAMPING: D 369 1959
 GW1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1360
 GW1360  HISTORY     - Date     Condition        Report By
 GW1360  HISTORY     - 1959     MONUMENTED       CGS
 GW1360
 GW1360                          STATION DESCRIPTION
 GW1360
 GW1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1360'6.7 MI NE FROM SALEM.
 GW1360'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW1360'AT SALEM, THENCE ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 117,
 GW1360'1.3 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 11 NORTH, AT
 GW1360'THE JUNCTION OF STATE HIGHWAY 118, 34 FEET WEST OF THE CENTER LINE
 GW1360'OF HIGHWAY 118, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GW1360'NORTHEAST BOUND LEG OF HIGHWAY 117, IN TOP OF THE NORTHWEST END
 GW1360'OF THE SOUTHWEST HEAD WALL OF 15-FOOT CONCRETE CULVERT UNDER
 GW1360'HIGHWAY 118 (THE SOUTHERN ONE OF TWO), AND ABOUT 1 FOOT BELOW
 GW1360'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1074 ***********************************************************************
 FZ1074  DESIGNATION -  D 37
 FZ1074  PID         -  FZ1074
 FZ1074  STATE/COUNTY-  VA/WASHINGTON
 FZ1074  USGS QUAD   -  DAMASCUS (1969)
 FZ1074
 FZ1074                         *CURRENT SURVEY CONTROL
 FZ1074  ___________________________________________________________________
 FZ1074* NAD 83(1986)-  36 40 19.     (N)    081 48 16.     (W)     SCALED    
 FZ1074* NAVD 88     -       591.657  (meters)    1941.13   (feet)  ADJUSTED  
 FZ1074  ___________________________________________________________________
 FZ1074  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ1074  DYNAMIC HT  -         591.106 (meters)    1939.32  (feet)  COMP
 FZ1074  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 FZ1074
 FZ1074  VERT ORDER  -  SECOND    CLASS 0
 FZ1074
 FZ1074.The horizontal coordinates were scaled from a topographic map and have
 FZ1074.an estimated accuracy of +/- 6 seconds.
 FZ1074
 FZ1074.The orthometric height was determined by differential leveling
 FZ1074.and adjusted by the National Geodetic Survey in June 1991..
 FZ1074
 FZ1074.The geoid height was determined by GEOID03.
 FZ1074
 FZ1074.The dynamic height is computed by dividing the NAVD 88
 FZ1074.geopotential number by the normal gravity value computed on the
 FZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1074.degrees latitude (g = 980.6199 gals.).
 FZ1074
 FZ1074.The modeled gravity was interpolated from observed gravity values.
 FZ1074
 FZ1074;                    North         East    Units  Estimated Accuracy
 FZ1074;SPC VA S     - 1,042,750.    3,204,660.      MT  (+/- 180 meters Scaled)
 FZ1074
 FZ1074                          SUPERSEDED SURVEY CONTROL
 FZ1074
 FZ1074  NGVD 29 (??/??/92)  591.728  (m)         1941.36   (f) ADJ UNCH    2 0
 FZ1074
 FZ1074.Superseded values are not recommended for survey control.
 FZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1074.See file dsdata.txt to determine how the superseded data were derived.
 FZ1074
 FZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA281587(NAD 83)
 FZ1074_MARKER: DB = BENCH MARK DISK
 FZ1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1074_STAMPING: D 37 1934
 FZ1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1074+STABILITY: SURFACE MOTION
 FZ1074
 FZ1074  HISTORY     - Date     Condition        Report By
 FZ1074  HISTORY     - 1934     MONUMENTED       CGS
 FZ1074
 FZ1074                          STATION DESCRIPTION
 FZ1074
 FZ1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1074'4.1 MI N FROM DAMASCUS.
 FZ1074'4.1 MILES NORTH ALONG U.S. HIGHWAY 58 FROM DAMASCUS, WASHINGTON
 FZ1074'COUNTY, ON THE AIKENS PROPERTY, AT THE FIRST PASTURE WEST OF THE
 FZ1074'HOUSE, 15 FEET EAST OF THE SOUTHWEST FENCE CORNER, 30 FEET EAST
 FZ1074'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF THE FENCE.
 FZ1074'A STANDARD DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE
 FZ1074'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0276 ***********************************************************************
 GX0276  DESIGNATION -  D 370
 GX0276  PID         -  GX0276
 GX0276  STATE/COUNTY-  VA/MONTGOMERY
 GX0276  USGS QUAD   -  BLACKSBURG (1983)
 GX0276
 GX0276                         *CURRENT SURVEY CONTROL
 GX0276  ___________________________________________________________________
 GX0276* NAD 83(1986)-  37 07 53.     (N)    080 28 15.     (W)     SCALED    
 GX0276* NAVD 88     -       626.588  (meters)    2055.73   (feet)  ADJUSTED  
 GX0276  ___________________________________________________________________
 GX0276  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 GX0276  DYNAMIC HT  -         626.024 (meters)    2053.88  (feet)  COMP
 GX0276  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 GX0276
 GX0276  VERT ORDER  -  FIRST     CLASS II
 GX0276
 GX0276.The horizontal coordinates were scaled from a topographic map and have
 GX0276.an estimated accuracy of +/- 6 seconds.
 GX0276
 GX0276.The orthometric height was determined by differential leveling
 GX0276.and adjusted by the National Geodetic Survey in June 1991..
 GX0276
 GX0276.The geoid height was determined by GEOID03.
 GX0276
 GX0276.The dynamic height is computed by dividing the NAVD 88
 GX0276.geopotential number by the normal gravity value computed on the
 GX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0276.degrees latitude (g = 980.6199 gals.).
 GX0276
 GX0276.The modeled gravity was interpolated from observed gravity values.
 GX0276
 GX0276;                    North         East    Units  Estimated Accuracy
 GX0276;SPC VA S     - 1,090,390.    3,324,900.      MT  (+/- 180 meters Scaled)
 GX0276
 GX0276                          SUPERSEDED SURVEY CONTROL
 GX0276
 GX0276  NGVD 29 (??/??/92)  626.693  (m)         2056.08   (f) ADJ UNCH    1 2
 GX0276
 GX0276.Superseded values are not recommended for survey control.
 GX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0276.See file dsdata.txt to determine how the superseded data were derived.
 GX0276
 GX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB470095(NAD 83)
 GX0276_MARKER: DB = BENCH MARK DISK
 GX0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0276_STAMPING: D 370 1959
 GX0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0276+STABILITY: SURFACE MOTION
 GX0276
 GX0276  HISTORY     - Date     Condition        Report By
 GX0276  HISTORY     - 1959     MONUMENTED       CGS
 GX0276
 GX0276                          STATION DESCRIPTION
 GX0276
 GX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0276'5.1 MI E FROM RADFORD.
 GX0276'5.1 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 GX0276'RADFORD, ABOUT 3.55 MILES WEST ALONG HIGHWAY 11 FROM THE
 GX0276'COURTHOUSE AT CHRISTIANSBURG, 125 YARDS EAST OF THE TOP OF GRADES,
 GX0276'AT THE EAST END OF A CUT, 74 FEET SOUTH OF THE CENTER LINE OF THE
 GX0276'HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, 71 FEET WEST OF THE CENTER
 GX0276'OF A GATE AND WEST END OF A FILL, 2 FEET EAST OF A STEEL WITNESS
 GX0276'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN TOP OF A CONCRETE
 GX0276'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0237 ***********************************************************************
 GX0237  DESIGNATION -  D 371
 GX0237  PID         -  GX0237
 GX0237  STATE/COUNTY-  VA/MONTGOMERY
 GX0237  USGS QUAD   -  ELLISTON (1972)
 GX0237
 GX0237                         *CURRENT SURVEY CONTROL
 GX0237  ___________________________________________________________________
 GX0237* NAD 83(1986)-  37 11 56.     (N)    080 14 09.     (W)     SCALED    
 GX0237* NAVD 88     -       390.030  (meters)    1279.62   (feet)  ADJUSTED  
 GX0237  ___________________________________________________________________
 GX0237  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GX0237  DYNAMIC HT  -         389.696 (meters)    1278.53  (feet)  COMP
 GX0237  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 GX0237
 GX0237  VERT ORDER  -  FIRST     CLASS II
 GX0237
 GX0237.The horizontal coordinates were scaled from a topographic map and have
 GX0237.an estimated accuracy of +/- 6 seconds.
 GX0237
 GX0237.The orthometric height was determined by differential leveling
 GX0237.and adjusted by the National Geodetic Survey in June 1991..
 GX0237
 GX0237.The geoid height was determined by GEOID03.
 GX0237
 GX0237.The dynamic height is computed by dividing the NAVD 88
 GX0237.geopotential number by the normal gravity value computed on the
 GX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0237.degrees latitude (g = 980.6199 gals.).
 GX0237
 GX0237.The modeled gravity was interpolated from observed gravity values.
 GX0237
 GX0237;                    North         East    Units  Estimated Accuracy
 GX0237;SPC VA S     - 1,097,470.    3,345,910.      MT  (+/- 180 meters Scaled)
 GX0237
 GX0237                          SUPERSEDED SURVEY CONTROL
 GX0237
 GX0237  NGVD 29 (??/??/92)  390.180  (m)         1280.12   (f) ADJ UNCH    1 2
 GX0237
 GX0237.Superseded values are not recommended for survey control.
 GX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0237.See file dsdata.txt to determine how the superseded data were derived.
 GX0237
 GX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB678172(NAD 83)
 GX0237_MARKER: DB = BENCH MARK DISK
 GX0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0237_SP_SET: CULVERT
 GX0237_STAMPING: D 371 1959
 GX0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0237
 GX0237  HISTORY     - Date     Condition        Report By
 GX0237  HISTORY     - 1959     MONUMENTED       CGS
 GX0237
 GX0237                          STATION DESCRIPTION
 GX0237
 GX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0237'2.8 MI NE FROM SHAWSVILLE.
 GX0237'2.85 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BANK AT
 GX0237'SHAWSVILLE, 1.7 MILES NORTH OF THE BRIDGE OVER SOUTH FORK OF
 GX0237'ROANOKE RIVER, 42 FEET EAST OF THE CENTER LINE OF THE EAST LANE
 GX0237'OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE EAST HEAD WALL
 GX0237'OF A 12-FOOT CONCRETE CULVERT WITH PARTITIONS UNDER THE EAST
 GX0237'LANES OF THE HIGHWAY, IN FIRST CULVERT NORTH OF A DRIVE LEADING
 GX0237'WEST TO GAY LEE MOTEL, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 GX0237'EAST LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0551 ***********************************************************************
 GX0551  DESIGNATION -  D 372
 GX0551  PID         -  GX0551
 GX0551  STATE/COUNTY-  VA/PULASKI
 GX0551  USGS QUAD   -  DUBLIN (1965)
 GX0551
 GX0551                         *CURRENT SURVEY CONTROL
 GX0551  ___________________________________________________________________
 GX0551* NAD 83(1986)-  37 05 23.     (N)    080 38 54.     (W)     SCALED    
 GX0551* NAVD 88     -       606.986  (meters)    1991.42   (feet)  ADJUSTED  
 GX0551  ___________________________________________________________________
 GX0551  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GX0551  DYNAMIC HT  -         606.438 (meters)    1989.62  (feet)  COMP
 GX0551  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 GX0551
 GX0551  VERT ORDER  -  FIRST     CLASS II
 GX0551
 GX0551.The horizontal coordinates were scaled from a topographic map and have
 GX0551.an estimated accuracy of +/- 6 seconds.
 GX0551
 GX0551.The orthometric height was determined by differential leveling
 GX0551.and adjusted by the National Geodetic Survey in June 1991..
 GX0551
 GX0551.The geoid height was determined by GEOID03.
 GX0551
 GX0551.The dynamic height is computed by dividing the NAVD 88
 GX0551.geopotential number by the normal gravity value computed on the
 GX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0551.degrees latitude (g = 980.6199 gals.).
 GX0551
 GX0551.The modeled gravity was interpolated from observed gravity values.
 GX0551
 GX0551;                    North         East    Units  Estimated Accuracy
 GX0551;SPC VA S     - 1,086,110.    3,309,020.      MT  (+/- 180 meters Scaled)
 GX0551
 GX0551                          SUPERSEDED SURVEY CONTROL
 GX0551
 GX0551  NGVD 29 (??/??/92)  607.080  (m)         1991.73   (f) ADJ UNCH    1 2
 GX0551
 GX0551.Superseded values are not recommended for survey control.
 GX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0551.See file dsdata.txt to determine how the superseded data were derived.
 GX0551
 GX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB312048(NAD 83)
 GX0551_MARKER: DB = BENCH MARK DISK
 GX0551_SETTING: 66 = SET IN ROCK OUTCROP
 GX0551_SP_SET: ROCK CUT
 GX0551_STAMPING: D 372 1959
 GX0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0551+STABILITY: POSITION/ELEVATION WELL
 GX0551
 GX0551  HISTORY     - Date     Condition        Report By
 GX0551  HISTORY     - 1959     MONUMENTED       CGS
 GX0551
 GX0551                          STATION DESCRIPTION
 GX0551
 GX0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0551'2.8 MI NE FROM NEWBERN.
 GX0551'2.75 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0551'AT NEWBERN, 2.05 MILES NORTHEAST OF NEWBERN ELEMENTARY SCHOOL,
 GX0551'0.2 MILE EAST OF THE JUNCTION OF BLACK TOP ROAD 660 LEADING
 GX0551'SOUTHEAST TO CLAYTOR LAKE STATE PARK, 19 FEET NORTH OF THE CENTER
 GX0551'LINE OF ROAD 611, 30 1/2 FEET EAST OF TELEPHONE POLE 285, SET
 GX0551'VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A ROCK IN ROCK CUT,
 GX0551'2 1/2 FEET ABOVE THE BOTTOM OF A DITCH, 1 1/2 FEET WEST OF CORNER
 GX0551'IN ROCK POINTING TOWARDS THE ROAD, AND ABOUT 1 FOOT ABOVE THE
 GX0551'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0582 ***********************************************************************
 GX0582  DESIGNATION -  D 373
 GX0582  PID         -  GX0582
 GX0582  STATE/COUNTY-  VA/PULASKI
 GX0582  USGS QUAD   -  PULASKI (1984)
 GX0582
 GX0582                         *CURRENT SURVEY CONTROL
 GX0582  ___________________________________________________________________
 GX0582* NAD 83(1986)-  37 00 04.     (N)    080 46 13.     (W)     SCALED    
 GX0582* NAVD 88     -       632.671  (meters)    2075.69   (feet)  ADJUSTED  
 GX0582  ___________________________________________________________________
 GX0582  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GX0582  DYNAMIC HT  -         632.097 (meters)    2073.80  (feet)  COMP
 GX0582  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 GX0582
 GX0582  VERT ORDER  -  FIRST     CLASS II
 GX0582
 GX0582.The horizontal coordinates were scaled from a topographic map and have
 GX0582.an estimated accuracy of +/- 6 seconds.
 GX0582
 GX0582.The orthometric height was determined by differential leveling
 GX0582.and adjusted by the National Geodetic Survey in June 1991..
 GX0582
 GX0582.The geoid height was determined by GEOID03.
 GX0582
 GX0582.The dynamic height is computed by dividing the NAVD 88
 GX0582.geopotential number by the normal gravity value computed on the
 GX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0582.degrees latitude (g = 980.6199 gals.).
 GX0582
 GX0582.The modeled gravity was interpolated from observed gravity values.
 GX0582
 GX0582;                    North         East    Units  Estimated Accuracy
 GX0582;SPC VA S     - 1,076,540.    3,297,950.      MT  (+/- 180 meters Scaled)
 GX0582
 GX0582                          SUPERSEDED SURVEY CONTROL
 GX0582
 GX0582  NGVD 29 (??/??/92)  632.762  (m)         2075.99   (f) ADJ UNCH    1 2
 GX0582
 GX0582.Superseded values are not recommended for survey control.
 GX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0582.See file dsdata.txt to determine how the superseded data were derived.
 GX0582
 GX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA204950(NAD 83)
 GX0582_MARKER: DB = BENCH MARK DISK
 GX0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0582_SP_SET: CULVERT
 GX0582_STAMPING: D 373 1959
 GX0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0582
 GX0582  HISTORY     - Date     Condition        Report By
 GX0582  HISTORY     - 1959     MONUMENTED       CGS
 GX0582
 GX0582                          STATION DESCRIPTION
 GX0582
 GX0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0582'1.4 MI SW FROM DRAPER.
 GX0582'1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 GX0582'SCHOOL AT DRAPER, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 GX0582'IN TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 20-FOOT
 GX0582'CONCRETE CULVERT WITH PARTITION FOR SLOAN BRANCH UNDER HIGHWAY
 GX0582'100 AND INTERSTATE HIGHWAY 81 UNDER CONSTRUCTION, AND ABOUT
 GX0582'1 FOOT BELOW THE LEVEL OF HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0721 ***********************************************************************
 FZ0721  DESIGNATION -  D 374
 FZ0721  PID         -  FZ0721
 FZ0721  STATE/COUNTY-  VA/WYTHE
 FZ0721  USGS QUAD   -  WYTHEVILLE (1991)
 FZ0721
 FZ0721                         *CURRENT SURVEY CONTROL
 FZ0721  ___________________________________________________________________
 FZ0721* NAD 83(1986)-  36 57 13.     (N)    081 04 41.     (W)     SCALED    
 FZ0721* NAVD 88     -       719.683  (meters)    2361.16   (feet)  ADJUSTED  
 FZ0721  ___________________________________________________________________
 FZ0721  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FZ0721  DYNAMIC HT  -         719.021 (meters)    2358.99  (feet)  COMP
 FZ0721  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 FZ0721
 FZ0721  VERT ORDER  -  FIRST     CLASS II
 FZ0721
 FZ0721.The horizontal coordinates were scaled from a topographic map and have
 FZ0721.an estimated accuracy of +/- 6 seconds.
 FZ0721
 FZ0721.The orthometric height was determined by differential leveling
 FZ0721.and adjusted by the National Geodetic Survey in June 1991..
 FZ0721
 FZ0721.The geoid height was determined by GEOID03.
 FZ0721
 FZ0721.The dynamic height is computed by dividing the NAVD 88
 FZ0721.geopotential number by the normal gravity value computed on the
 FZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0721.degrees latitude (g = 980.6199 gals.).
 FZ0721
 FZ0721.The modeled gravity was interpolated from observed gravity values.
 FZ0721
 FZ0721;                    North         East    Units  Estimated Accuracy
 FZ0721;SPC VA S     - 1,071,970.    3,270,420.      MT  (+/- 180 meters Scaled)
 FZ0721
 FZ0721                          SUPERSEDED SURVEY CONTROL
 FZ0721
 FZ0721  NGVD 29 (??/??/92)  719.770  (m)         2361.45   (f) ADJ UNCH    1 2
 FZ0721
 FZ0721.Superseded values are not recommended for survey control.
 FZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0721.See file dsdata.txt to determine how the superseded data were derived.
 FZ0721
 FZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA930897(NAD 83)
 FZ0721_MARKER: DB = BENCH MARK DISK
 FZ0721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FZ0721_STAMPING: D 374 1959
 FZ0721_MARK LOGO: CGS   
 FZ0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0721
 FZ0721  HISTORY     - Date     Condition        Report By
 FZ0721  HISTORY     - 1959     MONUMENTED       CGS
 FZ0721  HISTORY     - 1963     GOOD             NGS
 FZ0721  HISTORY     - 1984     GOOD             NGS
 FZ0721  HISTORY     - 1985     GOOD             USPSQD
 FZ0721
 FZ0721                          STATION DESCRIPTION
 FZ0721
 FZ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0721'AT WYTHEVILLE.
 FZ0721'AT WYTHEVILLE, 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 11 (MAIN
 FZ0721'STREET) FROM THE POST OFFICE, AT THE INTERSECTION OF 11TH. STREET,
 FZ0721'16 FEET NORTH OF THE NORTH CURB LINE OF MAIN STREET AND AT OUTSIDE
 FZ0721'OF A CURVE, 7.6 FEET NORTHEAST OF THE NORTHEAST CURB LINE OF 11TH.
 FZ0721'STREET, A ABOUT 8 YARDS SOUTH OF THE SOUTH CORNER OF HOUSE NO.
 FZ0721'710, IN TOP OF A CONCRETE WELL CURBING (WELL IS COVERED WITH
 FZ0721'UNMARKED IRON LID AND IS RECESSED IN A ROUGH STONE MASONRY
 FZ0721'RETAINING WALL), AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 FZ0721'SIDEWALK.
 FZ0721
 FZ0721                          STATION RECOVERY (1963)
 FZ0721
 FZ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FZ0721'RECOVERED IN GOOD CONDITION.
 FZ0721
 FZ0721                          STATION RECOVERY (1984)
 FZ0721
 FZ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0721'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1984 LEVELING.
 FZ0721
 FZ0721                          STATION RECOVERY (1985)
 FZ0721
 FZ0721'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0774 ***********************************************************************
 FZ0774  DESIGNATION -  D 375
 FZ0774  PID         -  FZ0774
 FZ0774  STATE/COUNTY-  VA/SMYTH
 FZ0774  USGS QUAD   -  ATKINS (1991)
 FZ0774
 FZ0774                         *CURRENT SURVEY CONTROL
 FZ0774  ___________________________________________________________________
 FZ0774* NAD 83(1986)-  36 51 55.     (N)    081 26 07.     (W)     SCALED    
 FZ0774* NAVD 88     -       696.019  (meters)    2283.52   (feet)  ADJUSTED  
 FZ0774  ___________________________________________________________________
 FZ0774  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0774  DYNAMIC HT  -         695.369 (meters)    2281.39  (feet)  COMP
 FZ0774  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 FZ0774
 FZ0774  VERT ORDER  -  FIRST     CLASS II
 FZ0774
 FZ0774.The horizontal coordinates were scaled from a topographic map and have
 FZ0774.an estimated accuracy of +/- 6 seconds.
 FZ0774
 FZ0774.The orthometric height was determined by differential leveling
 FZ0774.and adjusted by the National Geodetic Survey in June 1991..
 FZ0774
 FZ0774.The geoid height was determined by GEOID03.
 FZ0774
 FZ0774.The dynamic height is computed by dividing the NAVD 88
 FZ0774.geopotential number by the normal gravity value computed on the
 FZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0774.degrees latitude (g = 980.6199 gals.).
 FZ0774
 FZ0774.The modeled gravity was interpolated from observed gravity values.
 FZ0774
 FZ0774;                    North         East    Units  Estimated Accuracy
 FZ0774;SPC VA S     - 1,063,100.    3,238,310.      MT  (+/- 180 meters Scaled)
 FZ0774
 FZ0774                          SUPERSEDED SURVEY CONTROL
 FZ0774
 FZ0774  NGVD 29 (??/??/92)  696.085  (m)         2283.74   (f) ADJ UNCH    1 2
 FZ0774
 FZ0774.Superseded values are not recommended for survey control.
 FZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0774.See file dsdata.txt to determine how the superseded data were derived.
 FZ0774
 FZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA612800(NAD 83)
 FZ0774_MARKER: DB = BENCH MARK DISK
 FZ0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0774_STAMPING: D 375 1959
 FZ0774_MARK LOGO: CGS   
 FZ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0774+STABILITY: SURFACE MOTION
 FZ0774
 FZ0774  HISTORY     - Date     Condition        Report By
 FZ0774  HISTORY     - 1959     MONUMENTED       CGS
 FZ0774  HISTORY     - 1984     GOOD             NGS
 FZ0774  HISTORY     - 1985     GOOD             USPSQD
 FZ0774
 FZ0774                          STATION DESCRIPTION
 FZ0774
 FZ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0774'5.8 MI NE FROM MARION.
 FZ0774'ABOUT 5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0774'OFFICE AT MARION, ABOUT 0.65 MILE WEST ALONG THE NORFOLK AND
 FZ0774'WESTERN RAILWAY FROM THE STATION AT ATKINS, ABOUT 70 YARDS NORTH
 FZ0774'OF THE CONCRETE HIGHWAY BRIDGE OVER HICK CREEK, AND THE
 FZ0774'JUNCTION OF HIGHWAY 11 AND ROAD NO. 622 LEADING SOUTH TO SUGAR
 FZ0774'GROVE, 26 YARDS WEST OF MILEPOST N 359, 9 FEET SOUTH OF THE SOUTH
 FZ0774'RAIL, IN TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 FZ0774'RAILWAY BRIDGE 313 OVER NICK CREEK, AND ABOUT LEVEL WITH THE
 FZ0774'TRACK.
 FZ0774
 FZ0774                          STATION RECOVERY (1984)
 FZ0774
 FZ0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0774'RECOVERED IN GOOD CONDITION.
 FZ0774
 FZ0774                          STATION RECOVERY (1985)
 FZ0774
 FZ0774'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0296 ***********************************************************************
 GA0296  DESIGNATION -  D 376
 GA0296  PID         -  GA0296
 GA0296  STATE/COUNTY-  VA/WASHINGTON
 GA0296  USGS QUAD   -  WYNDALE (1991)
 GA0296
 GA0296                         *CURRENT SURVEY CONTROL
 GA0296  ___________________________________________________________________
 GA0296* NAD 83(1986)-  36 39 43.     (N)    082 04 18.     (W)     SCALED    
 GA0296* NAVD 88     -       599.945  (meters)    1968.32   (feet)  ADJUSTED  
 GA0296  ___________________________________________________________________
 GA0296  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 GA0296  DYNAMIC HT  -         599.391 (meters)    1966.50  (feet)  COMP
 GA0296  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 GA0296
 GA0296  VERT ORDER  -  FIRST     CLASS II
 GA0296
 GA0296.The horizontal coordinates were scaled from a topographic map and have
 GA0296.an estimated accuracy of +/- 6 seconds.
 GA0296
 GA0296.The orthometric height was determined by differential leveling
 GA0296.and adjusted by the National Geodetic Survey in June 1991..
 GA0296
 GA0296.The geoid height was determined by GEOID03.
 GA0296
 GA0296.The dynamic height is computed by dividing the NAVD 88
 GA0296.geopotential number by the normal gravity value computed on the
 GA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0296.degrees latitude (g = 980.6199 gals.).
 GA0296
 GA0296.The modeled gravity was interpolated from observed gravity values.
 GA0296
 GA0296;                    North         East    Units  Estimated Accuracy
 GA0296;SPC VA S     - 1,042,510.    3,180,750.      MT  (+/- 180 meters Scaled)
 GA0296
 GA0296                          SUPERSEDED SURVEY CONTROL
 GA0296
 GA0296  NGVD 29 (??/??/92)  600.042  (m)         1968.64   (f) ADJ UNCH    1 2
 GA0296
 GA0296.Superseded values are not recommended for survey control.
 GA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0296.See file dsdata.txt to determine how the superseded data were derived.
 GA0296
 GA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA042579(NAD 83)
 GA0296_MARKER: DB = BENCH MARK DISK
 GA0296_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GA0296_SP_SET: UNSPECIFIED ROCK
 GA0296_STAMPING: D 376 1959
 GA0296_MARK LOGO: CGS   
 GA0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0296
 GA0296  HISTORY     - Date     Condition        Report By
 GA0296  HISTORY     - 1959     MONUMENTED       CGS
 GA0296  HISTORY     - 1984     GOOD             NGS
 GA0296
 GA0296                          STATION DESCRIPTION
 GA0296
 GA0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0296'8.6 MI NE FROM BRISTOL.
 GA0296'8.65 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 GA0296'AT BRISTOL, ABOUT 6.9 MILES SOUTHWEST ALONG HIGHWAY 11 FROM THE
 GA0296'COURTHOUSE AT ABINGDON, 26 FEET NORTHWEST OF THE CENTERLINE OF
 GA0296'THREE LANE HIGHWAY 11, 150.2 FEET SOUTHWEST OF THE SOUTHWEST END
 GA0296'OF THE NORTHWEST CONCRETE BANISTER OF SMALL BRIDGE OVER A FORK
 GA0296'OF SINKING CREEK, 1.3 FEET SOUTHEAST OF POWER LINE POLE 136,
 GA0296'BETWEEN TELEPHONE POLES 245 AND 255 AND ACROSS THE HIGHWAY FROM
 GA0296'THEM, IN TOP OF A ROCK IN THE NORTHEAST END OF CUT, AND ABOUT
 GA0296'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GA0296
 GA0296                          STATION RECOVERY (1984)
 GA0296
 GA0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0296'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 11.9 KM (7.4 MI)
 GA0296'NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE HIGHWAY 113
 GA0296'IN BRISTOL TO THE MARK ON THE LEFT, 7.9 METERS (26.0 FT) NORTHWEST OF
 GA0296'THE CENTER OF THE HIGHWAY, 45.7 METERS (150.0 FT) SOUTHWEST OF THE
 GA0296'SOUTHWEST END OF THE BRIDGE OVER SINKING CREEK.
 GA0296'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1151 ***********************************************************************
 FZ1151  DESIGNATION -  D 377
 FZ1151  PID         -  FZ1151
 FZ1151  STATE/COUNTY-  VA/SMYTH
 FZ1151  USGS QUAD   -  CHILHOWIE (1978)
 FZ1151
 FZ1151                         *CURRENT SURVEY CONTROL
 FZ1151  ___________________________________________________________________
 FZ1151* NAD 83(1986)-  36 48 13.     (N)    081 40 15.     (W)     SCALED    
 FZ1151* NAVD 88     -       595.350  (meters)    1953.24   (feet)  ADJUSTED  
 FZ1151  ___________________________________________________________________
 FZ1151  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ1151  DYNAMIC HT  -         594.802 (meters)    1951.45  (feet)  COMP
 FZ1151  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 FZ1151
 FZ1151  VERT ORDER  -  FIRST     CLASS II
 FZ1151
 FZ1151.The horizontal coordinates were scaled from a topographic map and have
 FZ1151.an estimated accuracy of +/- 6 seconds.
 FZ1151
 FZ1151.The orthometric height was determined by differential leveling
 FZ1151.and adjusted by the National Geodetic Survey in June 1991..
 FZ1151
 FZ1151.The geoid height was determined by GEOID03.
 FZ1151
 FZ1151.The dynamic height is computed by dividing the NAVD 88
 FZ1151.geopotential number by the normal gravity value computed on the
 FZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1151.degrees latitude (g = 980.6199 gals.).
 FZ1151
 FZ1151.The modeled gravity was interpolated from observed gravity values.
 FZ1151
 FZ1151;                    North         East    Units  Estimated Accuracy
 FZ1151;SPC VA S     - 1,056,940.    3,217,090.      MT  (+/- 180 meters Scaled)
 FZ1151
 FZ1151                          SUPERSEDED SURVEY CONTROL
 FZ1151
 FZ1151  NGVD 29 (??/??/92)  595.455  (m)         1953.59   (f) ADJ UNCH    1 2
 FZ1151
 FZ1151.Superseded values are not recommended for survey control.
 FZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1151.See file dsdata.txt to determine how the superseded data were derived.
 FZ1151
 FZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA401732(NAD 83)
 FZ1151_MARKER: DB = BENCH MARK DISK
 FZ1151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ1151_STAMPING: D 377 1959
 FZ1151_MARK LOGO: CGS   
 FZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1151+STABILITY: SURFACE MOTION
 FZ1151
 FZ1151  HISTORY     - Date     Condition        Report By
 FZ1151  HISTORY     - 1959     MONUMENTED       CGS
 FZ1151  HISTORY     - 1978     GOOD             LOCENG
 FZ1151  HISTORY     - 1984     GOOD             NGS
 FZ1151
 FZ1151                          STATION DESCRIPTION
 FZ1151
 FZ1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1151'AT CHILHOWIE.
 FZ1151'AT CHILHOWIE, ABOUT 0.8 MILE NORTHEAST ALONG THE NORFOLK
 FZ1151'AND WESTERN RAILWAY FROM THE STATION, 0.15 MILE NORTHEAST OF
 FZ1151'MILEPOST N 374, 0.15 MILE EAST OF CHILHOWIE HIGH SCHOOL, 5 1/2
 FZ1151'FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE RETAINING
 FZ1151'WALL OF THE SOUTHWEST ABUTMENT OF RAILWAY BRIDGE 326 OVER MIDDLE
 FZ1151'FORK HOLSTON RIVER, 7 FEET NORTHEAST OF THE SOUTHWEST END OF
 FZ1151'THE RETAINING WALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 FZ1151'THE TRACK.
 FZ1151
 FZ1151                          STATION RECOVERY (1978)
 FZ1151
 FZ1151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FZ1151'RECOVERED IN GOOD CONDITION.
 FZ1151
 FZ1151                          STATION RECOVERY (1984)
 FZ1151
 FZ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0228 ***********************************************************************
 GV0228  DESIGNATION -  D 378
 GV0228  PID         -  GV0228
 GV0228  STATE/COUNTY-  VA/C OF HAMPTON
 GV0228  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0228
 GV0228                         *CURRENT SURVEY CONTROL
 GV0228  ___________________________________________________________________
 GV0228* NAD 83(1986)-  37 04 21.     (N)    076 26 16.     (W)     SCALED    
 GV0228* NAVD 88     -         7.939  (meters)      26.05   (feet)  ADJUSTED  
 GV0228  ___________________________________________________________________
 GV0228  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 GV0228  DYNAMIC HT  -           7.934 (meters)      26.03  (feet)  COMP
 GV0228  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 GV0228
 GV0228  VERT ORDER  -  SECOND    CLASS 0
 GV0228
 GV0228.The horizontal coordinates were scaled from a topographic map and have
 GV0228.an estimated accuracy of +/- 6 seconds.
 GV0228
 GV0228.The orthometric height was determined by differential leveling
 GV0228.and adjusted by the National Geodetic Survey in June 1991..
 GV0228
 GV0228.The geoid height was determined by GEOID03.
 GV0228
 GV0228.The dynamic height is computed by dividing the NAVD 88
 GV0228.geopotential number by the normal gravity value computed on the
 GV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0228.degrees latitude (g = 980.6199 gals.).
 GV0228
 GV0228.The modeled gravity was interpolated from observed gravity values.
 GV0228
 GV0228;                    North         East    Units  Estimated Accuracy
 GV0228;SPC VA S     - 1,084,030.    3,683,370.      MT  (+/- 180 meters Scaled)
 GV0228
 GV0228                          SUPERSEDED SURVEY CONTROL
 GV0228
 GV0228  NGVD 29 (??/??/??)    8.180  (m)           26.84   (f) ADJUSTED    2 0
 GV0228
 GV0228.Superseded values are not recommended for survey control.
 GV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0228.See file dsdata.txt to determine how the superseded data were derived.
 GV0228
 GV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG721038(NAD 83)
 GV0228_MARKER: DB = BENCH MARK DISK
 GV0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0228_STAMPING: D 378 1959
 GV0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0228+STABILITY: SURFACE MOTION
 GV0228
 GV0228  HISTORY     - Date     Condition        Report By
 GV0228  HISTORY     - 1959     MONUMENTED       CGS
 GV0228  HISTORY     - 1974     GOOD             LOCSUR
 GV0228  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV0228
 GV0228                          STATION DESCRIPTION
 GV0228
 GV0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0228'6.2 MI NW FROM HAMPTON.
 GV0228'6.25 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0228'OVER KING STREET AT HAMPTON, 1.25 MILES SOUTHEAST OF OVERPASS OF
 GV0228'HARPERSVILLE ROAD OVER INTERSTATE HIGHWAY 64, 0.75 MILE NORTHWEST
 GV0228'OF OVERPASS OF BIG BETHEL ROAD OVER INTERSTATE HIGHWAY 64, 75
 GV0228'FEET NORTHEAST OF THE CENTER LINE OF NORTHWEST BOUND LANE OF
 GV0228'HIGHWAY, 1 FOOT SOUTHWEST OF A RIGHT-OF-WAY FENCE, 25 FEET
 GV0228'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST TO A
 GV0228'SAND PIT (ROAD TO BE CLOSED AFTER HIGHWAY CONSTRUCTION IS
 GV0228'COMPLETED), 2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 GV0228'WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GV0228'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 GV0228
 GV0228                          STATION RECOVERY (1974)
 GV0228
 GV0228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0228'RECOVERED IN GOOD CONDITION.
 GV0228
 GV0228                          STATION RECOVERY (2001)
 GV0228
 GV0228'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0325 ***********************************************************************
 FX0325  DESIGNATION -  D 379
 FX0325  PID         -  FX0325
 FX0325  STATE/COUNTY-  VA/C OF NORFOLK
 FX0325  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0325
 FX0325                         *CURRENT SURVEY CONTROL
 FX0325  ___________________________________________________________________
 FX0325* NAD 83(1986)-  36 45 42.     (N)    076 19 58.     (W)     SCALED    
 FX0325* NAVD 88     -         1.274  (meters)       4.18   (feet)  POSTED    
 FX0325  ___________________________________________________________________
 FX0325  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FX0325  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 FX0325  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0325
 FX0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0325
 FX0325.The horizontal coordinates were scaled from a topographic map and have
 FX0325.an estimated accuracy of +/- 6 seconds.
 FX0325
 FX0325.The orthometric height was determined by differential leveling
 FX0325.and adjusted by the National Geodetic Survey in 1992..
 FX0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0325.rate of 1.1 thru 2.0 mm/km.
 FX0325
 FX0325.The geoid height was determined by GEOID03.
 FX0325
 FX0325.The dynamic height is computed by dividing the NAVD 88
 FX0325.geopotential number by the normal gravity value computed on the
 FX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0325.degrees latitude (g = 980.6199 gals.).
 FX0325
 FX0325.The modeled gravity was interpolated from observed gravity values.
 FX0325
 FX0325;                    North         East    Units  Estimated Accuracy
 FX0325;SPC VA S     - 1,049,760.    3,693,490.      MT  (+/- 180 meters Scaled)
 FX0325
 FX0325                          SUPERSEDED SURVEY CONTROL
 FX0325
 FX0325  NGVD 29 (??/??/92)    1.528  (m)            5.01   (f) ADJ UNCH    2 0
 FX0325
 FX0325.Superseded values are not recommended for survey control.
 FX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0325.See file dsdata.txt to determine how the superseded data were derived.
 FX0325
 FX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF810692(NAD 83)
 FX0325_MARKER: DB = BENCH MARK DISK
 FX0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0325_STAMPING: D 379 1959
 FX0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0325+STABILITY: SURFACE MOTION
 FX0325
 FX0325  HISTORY     - Date     Condition        Report By
 FX0325  HISTORY     - 1959     MONUMENTED       CGS
 FX0325  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 FX0325
 FX0325                          STATION DESCRIPTION
 FX0325
 FX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0325'0.8 MI NE FROM DEEP CREEK.
 FX0325'ABOUT 0.85 MILE NORTHEAST ALONG SHELL ROAD FROM THE HIGH SCHOOL
 FX0325'AT DEEP CREEK, ABOUT 1.15 MILES NORTHEAST OF THE JUNCTION OF
 FX0325'U.S. HIGHWAY 17 (GEORGE WASHINGTON HIGHWAY), 46 1/2 FEET
 FX0325'WEST-NORTHWEST OF THE CENTER LINE OF SHELL ROAD, 6 1/2 FEET
 FX0325'SOUTH OF THE CENTER OF A SMALL STREAM, 48 FEET WEST OF THE
 FX0325'NORTHWEST END OF THE NORTH PIPE OF A TWIN 24-INCH PIPE CULVERT
 FX0325'UNDER THE ROAD, 60 FEET WEST OF POWER LINE POLE 26, ABOUT 35
 FX0325'YARDS SOUTHWEST OF A RED BRICK HOUSE, 47 FEET NORTHEAST OF THE
 FX0325'CENTER LINE OF THE NORTHEAST DRIVE TO HOUSE NO. 806, 2.2 FEET
 FX0325'WEST-NORTHWEST OF A 1-FOOT-HIGH 1 1/2-INCH IRON PIPE PROPERTY
 FX0325'MARKER, ABOUT 1 FOOT BELOW THE LEVEL OF SHELL ROAD, AND SET
 FX0325'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FX0325
 FX0325                          STATION RECOVERY (2001)
 FX0325
 FX0325'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0325'NOT FOUND - BELIEVE THAT MUCH DEVELOPMENT IN AREA HAS CAUSED STATION
 FX0325'TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0511 ***********************************************************************
 FX0511  DESIGNATION -  D 380
 FX0511  PID         -  FX0511
 FX0511  STATE/COUNTY-  VA/C OF NORFOLK
 FX0511  USGS QUAD   -  KEMPSVILLE (1986)
 FX0511
 FX0511                         *CURRENT SURVEY CONTROL
 FX0511  ___________________________________________________________________
 FX0511* NAD 83(1986)-  36 51 14.     (N)    076 14 22.     (W)     SCALED    
 FX0511* NAVD 88     -         3.828  (meters)      12.56   (feet)  ADJUSTED  
 FX0511  ___________________________________________________________________
 FX0511  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 FX0511  DYNAMIC HT  -           3.825 (meters)      12.55  (feet)  COMP
 FX0511  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 FX0511
 FX0511  VERT ORDER  -  FIRST     CLASS I
 FX0511
 FX0511.The horizontal coordinates were scaled from a topographic map and have
 FX0511.an estimated accuracy of +/- 6 seconds.
 FX0511
 FX0511.The orthometric height was determined by differential leveling
 FX0511.and adjusted by the National Geodetic Survey in June 1991..
 FX0511
 FX0511.The geoid height was determined by GEOID03.
 FX0511
 FX0511.The dynamic height is computed by dividing the NAVD 88
 FX0511.geopotential number by the normal gravity value computed on the
 FX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0511.degrees latitude (g = 980.6199 gals.).
 FX0511
 FX0511.The modeled gravity was interpolated from observed gravity values.
 FX0511
 FX0511;                    North         East    Units  Estimated Accuracy
 FX0511;SPC VA S     - 1,060,180.    3,701,580.      MT  (+/- 180 meters Scaled)
 FX0511
 FX0511                          SUPERSEDED SURVEY CONTROL
 FX0511
 FX0511  NGVD 29 (??/??/92)    4.080  (m)           13.39   (f) ADJ UNCH    1 1
 FX0511
 FX0511.Superseded values are not recommended for survey control.
 FX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0511.See file dsdata.txt to determine how the superseded data were derived.
 FX0511
 FX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF895793(NAD 83)
 FX0511_MARKER: DB = BENCH MARK DISK
 FX0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0511_STAMPING: D 380 1959
 FX0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0511+STABILITY: SURFACE MOTION
 FX0511
 FX0511  HISTORY     - Date     Condition        Report By
 FX0511  HISTORY     - 1959     MONUMENTED       CGS
 FX0511  HISTORY     - 1963     GOOD             NGS
 FX0511  HISTORY     - 1978     GOOD             NGS
 FX0511  HISTORY     - 19910120 GOOD             USPSQD
 FX0511
 FX0511                          STATION DESCRIPTION
 FX0511
 FX0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0511'AT NORFOLK.
 FX0511'AT NORFOLK, AT THE INTERSECTION OF U.S. HIGHWAY 58 AND INGLESIDE
 FX0511'ROAD, 100 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE
 FX0511'OF THE HIGHWAY, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 1/2
 FX0511'FOOT EAST OF THE EAST EDGE OF CONCRETE SIDEWALK, 51 FEET SOUTH
 FX0511'OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER SIDEWALK, 43 FEET
 FX0511'SOUTHEAST OF A FIRE HYDRANT, 29 FEET EAST OF POWER LINE POLE 172 A,
 FX0511'64 FEET SOUTH-SOUTHEAST OF POWER LINE POLE 4172-1, 135 FEET
 FX0511'NORTH OF THE NORTH CURB OF DRIVE LEADING EAST TO INGLESIDE
 FX0511'SCHOOL, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF IRON GRILL
 FX0511'ON TOP OF CATCH BASIN IN EAST EDGE OF INGLESIDE PARK, ABOUT LEVEL
 FX0511'WITH THE SIDEWALK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 FX0511'THE GROUND.
 FX0511
 FX0511                          STATION RECOVERY (1963)
 FX0511
 FX0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0511'RECOVERED IN GOOD CONDITION.
 FX0511
 FX0511                          STATION RECOVERY (1978)
 FX0511
 FX0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0511'RECOVERED IN GOOD CONDITION.
 FX0511
 FX0511                          STATION RECOVERY (1991)
 FX0511
 FX0511'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2087 ***********************************************************************
 GV2087  DESIGNATION -  D 381
 GV2087  PID         -  GV2087
 GV2087  STATE/COUNTY-  VA/PRINCE GEORGE
 GV2087  USGS QUAD   -  PRINCE GEORGE (1994)
 GV2087
 GV2087                         *CURRENT SURVEY CONTROL
 GV2087  ___________________________________________________________________
 GV2087* NAD 83(1986)-  37 08 14.     (N)    077 19 14.     (W)     SCALED    
 GV2087* NAVD 88     -        45.995  (meters)     150.90   (feet)  ADJUSTED  
 GV2087  ___________________________________________________________________
 GV2087  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV2087  DYNAMIC HT  -          45.962 (meters)     150.79  (feet)  COMP
 GV2087  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 GV2087
 GV2087  VERT ORDER  -  SECOND    CLASS 0
 GV2087
 GV2087.The horizontal coordinates were scaled from a topographic map and have
 GV2087.an estimated accuracy of +/- 6 seconds.
 GV2087
 GV2087.The orthometric height was determined by differential leveling
 GV2087.and adjusted by the National Geodetic Survey in June 1991..
 GV2087
 GV2087.The geoid height was determined by GEOID03.
 GV2087
 GV2087.The dynamic height is computed by dividing the NAVD 88
 GV2087.geopotential number by the normal gravity value computed on the
 GV2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2087.degrees latitude (g = 980.6199 gals.).
 GV2087
 GV2087.The modeled gravity was interpolated from observed gravity values.
 GV2087
 GV2087;                    North         East    Units  Estimated Accuracy
 GV2087;SPC VA S     - 1,089,870.    3,604,790.      MT  (+/- 180 meters Scaled)
 GV2087
 GV2087                          SUPERSEDED SURVEY CONTROL
 GV2087
 GV2087  NGVD 29 (??/??/??)   46.328  (m)          151.99   (f) ADJUSTED    2 0
 GV2087
 GV2087.Superseded values are not recommended for survey control.
 GV2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2087.See file dsdata.txt to determine how the superseded data were derived.
 GV2087
 GV2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG938126(NAD 83)
 GV2087_MARKER: DB = BENCH MARK DISK
 GV2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2087_STAMPING: D 381 1959
 GV2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2087+STABILITY: SURFACE MOTION
 GV2087
 GV2087  HISTORY     - Date     Condition        Report By
 GV2087  HISTORY     - 1959     MONUMENTED       CGS
 GV2087  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 GV2087  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV2087
 GV2087                          STATION DESCRIPTION
 GV2087
 GV2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV2087'11.1 MI NE FROM CARSON.
 GV2087'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL
 GV2087'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY
 GV2087'95, THENCE ABOUT 2.2 MILES SOUTHEAST ALONG COUNTY ROAD 626,
 GV2087'ABOUT 1.4 MILES SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 649
 GV2087'LEADING NORTHEAST, 21 FEET SOUTHWEST OF THE CENTER LINE OF ROAD
 GV2087'626, 265 FEET NORTH OF NORTHWEST CORNER OF A ONE-STORY FRAME
 GV2087'HOUSE, 205 FEET NORTH OF A 36-INCH PECAN TREE NORTH OF THE HOUSE,
 GV2087'5 FEET SOUTHWEST OF A FENCE LINE CORNER, 1 FOOT SOUTHWEST OF THE
 GV2087'FENCE, 119 FEET NORTHWEST OF DRIVEWAY, 4 FEET SOUTHWEST OF A
 GV2087'STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 GV2087'ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV2087
 GV2087                          STATION RECOVERY (1998)
 GV2087
 GV2087'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2087'MARK NOT FOUND.
 GV2087
 GV2087                          STATION RECOVERY (2003)
 GV2087
 GV2087'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1513 ***********************************************************************
 FX1513  DESIGNATION -  D 382
 FX1513  PID         -  FX1513
 FX1513  STATE/COUNTY-  VA/GREENSVILLE
 FX1513  USGS QUAD   -  EMPORIA (1986)
 FX1513
 FX1513                         *CURRENT SURVEY CONTROL
 FX1513  ___________________________________________________________________
 FX1513* NAD 83(1986)-  36 40 29.     (N)    077 33 24.     (W)     SCALED    
 FX1513* NAVD 88     -        34.205  (meters)     112.22   (feet)  ADJUSTED  
 FX1513  ___________________________________________________________________
 FX1513  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 FX1513  DYNAMIC HT  -          34.180 (meters)     112.14  (feet)  COMP
 FX1513  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 FX1513
 FX1513  VERT ORDER  -  SECOND    CLASS 0
 FX1513
 FX1513.The horizontal coordinates were scaled from a topographic map and have
 FX1513.an estimated accuracy of +/- 6 seconds.
 FX1513
 FX1513.The orthometric height was determined by differential leveling
 FX1513.and adjusted by the National Geodetic Survey in June 1991..
 FX1513
 FX1513.The geoid height was determined by GEOID03.
 FX1513
 FX1513.The dynamic height is computed by dividing the NAVD 88
 FX1513.geopotential number by the normal gravity value computed on the
 FX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1513.degrees latitude (g = 980.6199 gals.).
 FX1513
 FX1513.The modeled gravity was interpolated from observed gravity values.
 FX1513
 FX1513;                    North         East    Units  Estimated Accuracy
 FX1513;SPC VA S     - 1,038,310.    3,584,320.      MT  (+/- 180 meters Scaled)
 FX1513
 FX1513                          SUPERSEDED SURVEY CONTROL
 FX1513
 FX1513  NGVD 29 (??/??/92)   34.578  (m)          113.44   (f) ADJ UNCH    2 0
 FX1513
 FX1513.Superseded values are not recommended for survey control.
 FX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1513.See file dsdata.txt to determine how the superseded data were derived.
 FX1513
 FX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF715618(NAD 83)
 FX1513_MARKER: DB = BENCH MARK DISK
 FX1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1513_SP_SET: OVERPASS
 FX1513_STAMPING: D 382 1959
 FX1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1513
 FX1513  HISTORY     - Date     Condition        Report By
 FX1513  HISTORY     - 1959     MONUMENTED       CGS
 FX1513
 FX1513                          STATION DESCRIPTION
 FX1513
 FX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1513'2 MI S FROM EMPORIA.
 FX1513'ABOUT 2.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 95 FROM THE
 FX1513'CROSSING OF U.S. HIGHWAY 58 AT EMPORIA, ABOUT 0.2 MILE NORTH OF
 FX1513'CROSSING OF COUNTY ROAD 627, IN THE TOP OF SOUTH END OF WEST
 FX1513'CONCRETE HEAD WALL OF A 30-FOOT BRIDGE UNDER HIGHWAY, 39 FEET
 FX1513'WEST OF CENTER LINE OF SOUTH BOUND TRAFFIC LANE OF HIGHWAY,
 FX1513'1/2 FOOT NORTH OF SOUTH END OF HEAD WALL AND 1 1/2 FEET BELOW
 FX1513'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2260 ***********************************************************************
 HV2260  DESIGNATION -  D 383
 HV2260  PID         -  HV2260
 HV2260  STATE/COUNTY-  VA/FAIRFAX
 HV2260  USGS QUAD   -  ANNANDALE (1994)
 HV2260
 HV2260                         *CURRENT SURVEY CONTROL
 HV2260  ___________________________________________________________________
 HV2260* NAD 83(1986)-  38 52 04.     (N)    077 13 41.     (W)     SCALED    
 HV2260* NAVD 88     -       111.536  (meters)     365.93   (feet)  ADJUSTED  
 HV2260  ___________________________________________________________________
 HV2260  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV2260  DYNAMIC HT  -         111.474 (meters)     365.73  (feet)  COMP
 HV2260  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 HV2260
 HV2260  VERT ORDER  -  SECOND    CLASS 0
 HV2260
 HV2260.The horizontal coordinates were scaled from a topographic map and have
 HV2260.an estimated accuracy of +/- 6 seconds.
 HV2260
 HV2260.The orthometric height was determined by differential leveling
 HV2260.and adjusted by the National Geodetic Survey in June 1991..
 HV2260
 HV2260.The geoid height was determined by GEOID03.
 HV2260
 HV2260.The dynamic height is computed by dividing the NAVD 88
 HV2260.geopotential number by the normal gravity value computed on the
 HV2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2260.degrees latitude (g = 980.6199 gals.).
 HV2260
 HV2260.The modeled gravity was interpolated from observed gravity values.
 HV2260
 HV2260;                    North         East    Units  Estimated Accuracy
 HV2260;SPC VA N     - 2,134,090.    3,610,380.      MT  (+/- 180 meters Scaled)
 HV2260
 HV2260                          SUPERSEDED SURVEY CONTROL
 HV2260
 HV2260  NGVD 29 (??/??/??)  111.765  (m)          366.68   (f) ADJUSTED    2 0
 HV2260
 HV2260.Superseded values are not recommended for survey control.
 HV2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2260.See file dsdata.txt to determine how the superseded data were derived.
 HV2260
 HV2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ067044(NAD 83)
 HV2260_MARKER: DB = BENCH MARK DISK
 HV2260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2260_SP_SET: BUILDING
 HV2260_STAMPING: D 383 1960
 HV2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2260
 HV2260  HISTORY     - Date     Condition        Report By
 HV2260  HISTORY     - 1960     MONUMENTED       CGS
 HV2260
 HV2260                          STATION DESCRIPTION
 HV2260
 HV2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2260'AT MERRIFIELD.
 HV2260'AT MERRIFIELD, ALONG GALLOWS ROAD, 0.2 MILE NORTH OF THE
 HV2260'INTERSECTION OF U.S. HIGHWAY 50, SET VERTICALLY IN THE EAST FACE
 HV2260'OF LUTHER JACKSON HIGH SCHOOL, 1 FOOT NORTH OF THE SOUTHEAST
 HV2260'CORNER OF BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HV2260'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2261 ***********************************************************************
 HV2261  DESIGNATION -  D 383 RESET
 HV2261  PID         -  HV2261
 HV2261  STATE/COUNTY-  VA/FAIRFAX
 HV2261  USGS QUAD   -  ANNANDALE (1994)
 HV2261
 HV2261                         *CURRENT SURVEY CONTROL
 HV2261  ___________________________________________________________________
 HV2261* NAD 83(1986)-  38 52 04.     (N)    077 13 41.     (W)     SCALED    
 HV2261* NAVD 88     -       111.611  (meters)     366.18   (feet)  ADJUSTED  
 HV2261  ___________________________________________________________________
 HV2261  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV2261  DYNAMIC HT  -         111.549 (meters)     365.97  (feet)  COMP
 HV2261  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 HV2261
 HV2261  VERT ORDER  -  THIRD
 HV2261
 HV2261.The horizontal coordinates were scaled from a topographic map and have
 HV2261.an estimated accuracy of +/- 6 seconds.
 HV2261
 HV2261.The orthometric height was determined by differential leveling
 HV2261.and adjusted by the National Geodetic Survey in September 2004..
 HV2261.No vertical observational check was made to the station.
 HV2261
 HV2261.The geoid height was determined by GEOID03.
 HV2261
 HV2261.The dynamic height is computed by dividing the NAVD 88
 HV2261.geopotential number by the normal gravity value computed on the
 HV2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2261.degrees latitude (g = 980.6199 gals.).
 HV2261
 HV2261.The modeled gravity was interpolated from observed gravity values.
 HV2261
 HV2261;                    North         East    Units  Estimated Accuracy
 HV2261;SPC VA N     - 2,134,090.    3,610,380.      MT  (+/- 180 meters Scaled)
 HV2261
 HV2261                          SUPERSEDED SURVEY CONTROL
 HV2261
 HV2261  NGVD 29 (??/??/??)  111.84   (m)          366.9    (f) RESET       3  
 HV2261
 HV2261.Superseded values are not recommended for survey control.
 HV2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2261.See file dsdata.txt to determine how the superseded data were derived.
 HV2261
 HV2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ067044(NAD 83)
 HV2261_MARKER: DB = BENCH MARK DISK
 HV2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2261_SP_SET: BUILDING
 HV2261_STAMPING: D 383 RESET 1962
 HV2261_MARK LOGO: CGS   
 HV2261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2261
 HV2261  HISTORY     - Date     Condition        Report By
 HV2261  HISTORY     - 1962     MONUMENTED       CGS
 HV2261  HISTORY     - 19920120 GOOD             MSI
 HV2261
 HV2261                          STATION DESCRIPTION
 HV2261
 HV2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV2261'AT MERRIFIELD.
 HV2261'AT MERRIFIELD, ALONG GALLOWS ROAD, 0.2 MILE NORTH OF THE JUNCTION
 HV2261'OF U.S. HIGHWAY 50, SET VERTICALLY IN THE EAST FACE OF THE LUTHER
 HV2261'JACKSON HIGH SCHOOL, 8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 HV2261'OLD PART OF THE BUILDING WHERE A NEW ADDITION WILL FORM A WING,
 HV2261'1 FOOT SOUTH OF THE SOUTH FACE OF A STAIRWAY, 40 FEET SOUTH OF
 HV2261'THE MAIN EAST ENTRANCE TO THE BUILDING, AND ABOUT 2 FEET ABOVE THE
 HV2261'LEVEL OF THE GROUND.
 HV2261
 HV2261                          STATION RECOVERY (1992)
 HV2261
 HV2261'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2261'IN MERRIFIELD, ALONG GALLOWS ROAD, 0.2 MILE (0.3 KM) NORTH OF THE
 HV2261'JUNCTION OF U.S. HIGHWAY 50, SET VERTICALLY IN THE EAST FACE OF THE
 HV2261'LUTHER JACKSON HIGH SCHOOL, 8 FEET (2.4 M) NORTH OF THE SOUTHEAST
 HV2261'CORNER OF THE OLD PART OF THE BUILDING WHERE A NEW ADDITION WILL FORM
 HV2261'A WING, 1 FOOT (0.3 M) SOUTH OF THE SOUTH FACE OF A STAIRWAY, 40 FEET
 HV2261'(12.2 M) SOUTH OF THE MAIN EAST ENTRANCE TO THE BUILDING, AND ABOUT 2
 HV2261'FEET (0.6 M) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2697 ***********************************************************************
 HV2697  DESIGNATION -  D 384
 HV2697  PID         -  HV2697
 HV2697  STATE/COUNTY-  VA/FAIRFAX
 HV2697  USGS QUAD   -  MANASSAS (1994)
 HV2697
 HV2697                         *CURRENT SURVEY CONTROL
 HV2697  ___________________________________________________________________
 HV2697* NAD 83(1986)-  38 49 12.     (N)    077 27 54.     (W)     SCALED    
 HV2697* NAVD 88     -        59.651  (meters)     195.71   (feet)  ADJUSTED  
 HV2697  ___________________________________________________________________
 HV2697  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV2697  DYNAMIC HT  -          59.618 (meters)     195.60  (feet)  COMP
 HV2697  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 HV2697
 HV2697  VERT ORDER  -  SECOND    CLASS 0
 HV2697
 HV2697.The horizontal coordinates were scaled from a topographic map and have
 HV2697.an estimated accuracy of +/- 6 seconds.
 HV2697
 HV2697.The orthometric height was determined by differential leveling
 HV2697.and adjusted by the National Geodetic Survey in June 1991..
 HV2697
 HV2697.The geoid height was determined by GEOID03.
 HV2697
 HV2697.The dynamic height is computed by dividing the NAVD 88
 HV2697.geopotential number by the normal gravity value computed on the
 HV2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2697.degrees latitude (g = 980.6199 gals.).
 HV2697
 HV2697.The modeled gravity was interpolated from observed gravity values.
 HV2697
 HV2697;                    North         East    Units  Estimated Accuracy
 HV2697;SPC VA N     - 2,128,530.    3,589,880.      MT  (+/- 180 meters Scaled)
 HV2697
 HV2697                          SUPERSEDED SURVEY CONTROL
 HV2697
 HV2697  NGVD 29 (??/??/??)   59.882  (m)          196.46   (f) ADJUSTED    2 0
 HV2697
 HV2697.Superseded values are not recommended for survey control.
 HV2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2697.See file dsdata.txt to determine how the superseded data were derived.
 HV2697
 HV2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH859996(NAD 83)
 HV2697_MARKER: DB = BENCH MARK DISK
 HV2697_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV2697_SP_SET: BRIDGE ABUTMENT
 HV2697_STAMPING: D 384 1960
 HV2697_MARK LOGO: CGS   
 HV2697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2697
 HV2697  HISTORY     - Date     Condition        Report By
 HV2697  HISTORY     - 1960     MONUMENTED       CGS
 HV2697  HISTORY     - 19920120 GOOD             MSI
 HV2697
 HV2697                          STATION DESCRIPTION
 HV2697
 HV2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2697'2.6 MI SW FROM CENTREVILLE.
 HV2697'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 211 AND 29, FROM THE
 HV2697'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 1.55
 HV2697'MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 22 FEET SOUTHEAST
 HV2697'OF THE CENTER LINE OF THE EAST BOUND LANE, IN TOP OF THE SOUTHEAST
 HV2697'END OF THE SOUTHWEST ABUTMENT OF EAST BOUND LANE OVERPASS (UNDER
 HV2697'CONST.) OF HIGHWAY 66 OVER ROAD 658 (SENGER ROAD), AND ABOUT
 HV2697'LEVEL WITH THE BRIDGE FLOOR.
 HV2697
 HV2697                          STATION RECOVERY (1992)
 HV2697
 HV2697'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2697'ABOUT 1.0 MILE (1.6 KM) WEST ALONG U.S. HIGHWAYS 211 AND 29, FROM
 HV2697'THE JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 1.55
 HV2697'MILES (2.49 KM) SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 22 FEET (6.7
 HV2697'M) SOUTHEAST OF THE CENTER LINE OF THE EAST BOUND LANE, IN TOP OF THE
 HV2697'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF EAST BOUND LANE OVERPASS
 HV2697'(UNDER CONST.) OF HIGHWAY 66 OVER ROAD 658 (SENGER ROAD), AND ABOUT
 HV2697'LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3585 ***********************************************************************
 HV3585  DESIGNATION -  D 385
 HV3585  PID         -  HV3585
 HV3585  STATE/COUNTY-  VA/FAUQUIER
 HV3585  USGS QUAD   -  MARSHALL (1983)
 HV3585
 HV3585                         *CURRENT SURVEY CONTROL
 HV3585  ___________________________________________________________________
 HV3585* NAD 83(1986)-  38 51 28.     (N)    077 46 04.     (W)     SCALED    
 HV3585* NAVD 88     -       186.030  (meters)     610.33   (feet)  ADJUSTED  
 HV3585  ___________________________________________________________________
 HV3585  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV3585  DYNAMIC HT  -         185.921 (meters)     609.98  (feet)  COMP
 HV3585  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 HV3585
 HV3585  VERT ORDER  -  SECOND    CLASS 0
 HV3585
 HV3585.The horizontal coordinates were scaled from a topographic map and have
 HV3585.an estimated accuracy of +/- 6 seconds.
 HV3585
 HV3585.The orthometric height was determined by differential leveling
 HV3585.and adjusted by the National Geodetic Survey in June 1991..
 HV3585
 HV3585.The geoid height was determined by GEOID03.
 HV3585
 HV3585.The dynamic height is computed by dividing the NAVD 88
 HV3585.geopotential number by the normal gravity value computed on the
 HV3585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3585.degrees latitude (g = 980.6199 gals.).
 HV3585
 HV3585.The modeled gravity was interpolated from observed gravity values.
 HV3585
 HV3585;                    North         East    Units  Estimated Accuracy
 HV3585;SPC VA N     - 2,132,470.    3,563,550.      MT  (+/- 180 meters Scaled)
 HV3585
 HV3585                          SUPERSEDED SURVEY CONTROL
 HV3585
 HV3585  NGVD 29 (??/??/??)  186.249  (m)          611.05   (f) ADJUSTED    2 0
 HV3585
 HV3585.Superseded values are not recommended for survey control.
 HV3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3585.See file dsdata.txt to determine how the superseded data were derived.
 HV3585
 HV3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ598046(NAD 83)
 HV3585_MARKER: DB = BENCH MARK DISK
 HV3585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3585_SP_SET: CULVERT
 HV3585_STAMPING: D 385 1960
 HV3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3585
 HV3585  HISTORY     - Date     Condition        Report By
 HV3585  HISTORY     - 1960     MONUMENTED       CGS
 HV3585
 HV3585                          STATION DESCRIPTION
 HV3585
 HV3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3585'0.6 MI SE FROM THE PLAINS.
 HV3585'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE
 HV3585'CROSSING OF THE SOUTHERN RAILWAY AT THE PLAINS, 0.4 MILE
 HV3585'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 55 AND LOUDON AVENUE
 HV3585'LEADING NORTH, 28 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 HV3585'HIGHWAY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 HV3585'WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT
 HV3585'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2532 ***********************************************************************
 HV2532  DESIGNATION -  D 386
 HV2532  PID         -  HV2532
 HV2532  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2532  USGS QUAD   -  QUANTICO (1994)
 HV2532
 HV2532                         *CURRENT SURVEY CONTROL
 HV2532  ___________________________________________________________________
 HV2532* NAD 83(1986)-  38 35 44.     (N)    077 17 58.     (W)     SCALED    
 HV2532* NAVD 88     -         8.094  (meters)      26.56   (feet)  ADJUSTED  
 HV2532  ___________________________________________________________________
 HV2532  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV2532  DYNAMIC HT  -           8.090 (meters)      26.54  (feet)  COMP
 HV2532  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 HV2532
 HV2532  VERT ORDER  -  SECOND    CLASS 0
 HV2532
 HV2532.The horizontal coordinates were scaled from a topographic map and have
 HV2532.an estimated accuracy of +/- 6 seconds.
 HV2532
 HV2532.The orthometric height was determined by differential leveling
 HV2532.and adjusted by the National Geodetic Survey in June 1991..
 HV2532
 HV2532.The geoid height was determined by GEOID03.
 HV2532
 HV2532.The dynamic height is computed by dividing the NAVD 88
 HV2532.geopotential number by the normal gravity value computed on the
 HV2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2532.degrees latitude (g = 980.6199 gals.).
 HV2532
 HV2532.The modeled gravity was interpolated from observed gravity values.
 HV2532
 HV2532;                    North         East    Units  Estimated Accuracy
 HV2532;SPC VA N     - 2,103,790.    3,604,580.      MT  (+/- 180 meters Scaled)
 HV2532
 HV2532                          SUPERSEDED SURVEY CONTROL
 HV2532
 HV2532  NGVD 29 (??/??/??)    8.356  (m)           27.41   (f) ADJUSTED    2 0
 HV2532
 HV2532.Superseded values are not recommended for survey control.
 HV2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2532.See file dsdata.txt to determine how the superseded data were derived.
 HV2532
 HV2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH997744(NAD 83)
 HV2532_MARKER: DB = BENCH MARK DISK
 HV2532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2532_SP_SET: CONCRETE BRIDGE
 HV2532_STAMPING: D 386 1960
 HV2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2532
 HV2532  HISTORY     - Date     Condition        Report By
 HV2532  HISTORY     - 1960     MONUMENTED       CGS
 HV2532  HISTORY     - 1962     GOOD             CGS
 HV2532
 HV2532                          STATION DESCRIPTION
 HV2532
 HV2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2532'2.6 MI NE FROM DUMFRIES.
 HV2532'ABOUT 2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2532'OFFICE AT DUMFRIES, 1.0 MILE SOUTHWEST OF THE INTERSECTION OF
 HV2532'ROAD 610 LEADING WEST TO GARFIELD HIGH SCHOOL, 24 FEET SOUTHEAST
 HV2532'OF THE CENTER LINE OF HIGHWAY 1, IN TOP OF THE SOUTHEAST END OF
 HV2532'THE SOUTHWEST ABUTMENT OF HIGHWAY 1 CONCRETE BRIDGE OVER POWELLS
 HV2532'CREEK, 3/4 FOOT SOUTH OF THE CONCRETE BANISTER, AND ABOUT 1/2
 HV2532'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HV2532
 HV2532                          STATION RECOVERY (1962)
 HV2532
 HV2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3025 ***********************************************************************
 HV3025  DESIGNATION -  D 387
 HV3025  PID         -  HV3025
 HV3025  STATE/COUNTY-  VA/STAFFORD
 HV3025  USGS QUAD   -  STAFFORD (1994)
 HV3025
 HV3025                         *CURRENT SURVEY CONTROL
 HV3025  ___________________________________________________________________
 HV3025* NAD 83(1986)-  38 27 33.     (N)    077 24 22.     (W)     SCALED    
 HV3025* NAVD 88     -        51.652  (meters)     169.46   (feet)  ADJUSTED  
 HV3025  ___________________________________________________________________
 HV3025  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HV3025  DYNAMIC HT  -          51.621 (meters)     169.36  (feet)  COMP
 HV3025  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 HV3025
 HV3025  VERT ORDER  -  SECOND    CLASS 0
 HV3025
 HV3025.The horizontal coordinates were scaled from a topographic map and have
 HV3025.an estimated accuracy of +/- 6 seconds.
 HV3025
 HV3025.The orthometric height was determined by differential leveling
 HV3025.and adjusted by the National Geodetic Survey in June 1991..
 HV3025
 HV3025.The geoid height was determined by GEOID03.
 HV3025
 HV3025.The dynamic height is computed by dividing the NAVD 88
 HV3025.geopotential number by the normal gravity value computed on the
 HV3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3025.degrees latitude (g = 980.6199 gals.).
 HV3025
 HV3025.The modeled gravity was interpolated from observed gravity values.
 HV3025
 HV3025;                    North         East    Units  Estimated Accuracy
 HV3025;SPC VA N     - 2,088,540.    3,595,470.      MT  (+/- 180 meters Scaled)
 HV3025
 HV3025                          SUPERSEDED SURVEY CONTROL
 HV3025
 HV3025  NGVD 29 (??/??/??)   51.926  (m)          170.36   (f) ADJUSTED    2 0
 HV3025
 HV3025.Superseded values are not recommended for survey control.
 HV3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3025.See file dsdata.txt to determine how the superseded data were derived.
 HV3025
 HV3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH900595(NAD 83)
 HV3025_MARKER: DB = BENCH MARK DISK
 HV3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3025_STAMPING: D 387 1960
 HV3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3025+STABILITY: SURFACE MOTION
 HV3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3025+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 HV3025
 HV3025  HISTORY     - Date     Condition        Report By
 HV3025  HISTORY     - 1960     MONUMENTED       CGS
 HV3025  HISTORY     - 20020520 GOOD             GEOMET
 HV3025
 HV3025                          STATION DESCRIPTION
 HV3025
 HV3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3025'2.8 MI N FROM STAFFORD.
 HV3025'ABOUT 2.75 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 HV3025'AT STAFFORD, 1.3 MILES SOUTH-SOUTHWEST OF THE HIGHWAY BRIDGE OVER
 HV3025'AQUIA CREEK, 0.35 MILE SOUTH OF THE JUNCTION OF ROAD 610 LEADING
 HV3025'NORTHWEST, 0.75 MILE NORTH OF THE JUNCTION OF LANES OF HIGHWAY
 HV3025'1 AT NORTH END OF STAFFORD WAYSIDE PARK, AT THE JUNCTION OF
 HV3025'HIGHWAY 1 AND ROAD 697 LEADING SOUTHEAST, 51 1/2 FEET EAST OF THE
 HV3025'CENTER LINE OF HIGHWAY 1, 21 FEET NORTHEAST OF THE CENTER LINE
 HV3025'OF ROAD 697, 50 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 110,
 HV3025'(TELEPHONE LINE EXTENDS NORTH AND SOUTHEAST FROM THIS POLE),
 HV3025'195 1/2 FEET NORTH OF AND ACROSS ROAD 697 FROM THE NORTHWEST
 HV3025'CORNER OF A CONCRETE BLOCK AUTO REPAIR SHOP BUILDING AND 4 1/2
 HV3025'FEET EAST OF BEING IN LINE WITH THE WEST SIDE OF SAME BUILDING,
 HV3025'2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 HV3025'HIGHWAY 1, ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD 697, AND SET IN
 HV3025'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HV3025
 HV3025                          STATION RECOVERY (2002)
 HV3025
 HV3025'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 HV3025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1321 ***********************************************************************
 GV1321  DESIGNATION -  D 388
 GV1321  PID         -  GV1321
 GV1321  STATE/COUNTY-  VA/HANOVER
 GV1321  USGS QUAD   -  YELLOW TAVERN (1994)
 GV1321
 GV1321                         *CURRENT SURVEY CONTROL
 GV1321  ___________________________________________________________________
 GV1321* NAD 83(1986)-  37 42 07.     (N)    077 27 53.     (W)     SCALED    
 GV1321* NAVD 88     -        54.584  (meters)     179.08   (feet)  ADJUSTED  
 GV1321  ___________________________________________________________________
 GV1321  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 GV1321  DYNAMIC HT  -          54.547 (meters)     178.96  (feet)  COMP
 GV1321  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 GV1321
 GV1321  VERT ORDER  -  SECOND    CLASS 0
 GV1321
 GV1321.The horizontal coordinates were scaled from a topographic map and have
 GV1321.an estimated accuracy of +/- 6 seconds.
 GV1321
 GV1321.The orthometric height was determined by differential leveling
 GV1321.and adjusted by the National Geodetic Survey in June 1991..
 GV1321
 GV1321.The geoid height was determined by GEOID03.
 GV1321
 GV1321.The dynamic height is computed by dividing the NAVD 88
 GV1321.geopotential number by the normal gravity value computed on the
 GV1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1321.degrees latitude (g = 980.6199 gals.).
 GV1321
 GV1321.The modeled gravity was interpolated from observed gravity values.
 GV1321
 GV1321;                    North         East    Units  Estimated Accuracy
 GV1321;SPC VA S     - 1,152,380.    3,591,290.      MT  (+/- 180 meters Scaled)
 GV1321
 GV1321                          SUPERSEDED SURVEY CONTROL
 GV1321
 GV1321  NGVD 29 (??/??/??)   54.882  (m)          180.06   (f) ADJUSTED    2 0
 GV1321
 GV1321.Superseded values are not recommended for survey control.
 GV1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1321.See file dsdata.txt to determine how the superseded data were derived.
 GV1321
 GV1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG827756(NAD 83)
 GV1321_MARKER: DB = BENCH MARK DISK
 GV1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1321_SP_SET: CULVERT
 GV1321_STAMPING: D 388 1960
 GV1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1321+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1321
 GV1321  HISTORY     - Date     Condition        Report By
 GV1321  HISTORY     - 1960     MONUMENTED       CGS
 GV1321  HISTORY     - 1990     GOOD             USPSQD
 GV1321  HISTORY     - 19970222 GOOD             USPSQD
 GV1321  HISTORY     - 20020114 GOOD             USPSQD
 GV1321  HISTORY     - 20060218 GOOD             USPSQD
 GV1321
 GV1321                          STATION DESCRIPTION
 GV1321
 GV1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1321'3.9 MI S FROM ASHLAND.
 GV1321'ABOUT 3.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 GV1321'OF STATE HIGHWAY 54 AT ASHLAND, 0.9 MILE NORTH OF THE JUNCTION
 GV1321'OF ROAD 623 LEADING NORTHWEST, AT THE BOTTOM OF GRADES, 37
 GV1321'FEET WEST OF THE CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTH
 GV1321'END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER
 GV1321'THE HIGHWAY, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GV1321
 GV1321                          STATION RECOVERY (1990)
 GV1321
 GV1321'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1321'RECOVERED IN GOOD CONDITION.
 GV1321
 GV1321                          STATION RECOVERY (1997)
 GV1321
 GV1321'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1321'RECOVERED IN GOOD CONDITION.
 GV1321
 GV1321                          STATION RECOVERY (2002)
 GV1321
 GV1321'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 GV1321'RECOVERED IN GOOD CONDITION.
 GV1321
 GV1321                          STATION RECOVERY (2006)
 GV1321
 GV1321'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 GV1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1276 ***********************************************************************
 GV1276  DESIGNATION -  D 389
 GV1276  PID         -  GV1276
 GV1276  STATE/COUNTY-  VA/CAROLINE
 GV1276  USGS QUAD   -  RUTHER GLEN (1985)
 GV1276
 GV1276                         *CURRENT SURVEY CONTROL
 GV1276  ___________________________________________________________________
 GV1276* NAD 83(1986)-  37 55 45.     (N)    077 27 11.     (W)     SCALED    
 GV1276* NAVD 88     -        62.220  (meters)     204.13   (feet)  ADJUSTED  
 GV1276  ___________________________________________________________________
 GV1276  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 GV1276  DYNAMIC HT  -          62.181 (meters)     204.01  (feet)  COMP
 GV1276  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 GV1276
 GV1276  VERT ORDER  -  SECOND    CLASS 0
 GV1276
 GV1276.The horizontal coordinates were scaled from a topographic map and have
 GV1276.an estimated accuracy of +/- 6 seconds.
 GV1276
 GV1276.The orthometric height was determined by differential leveling
 GV1276.and adjusted by the National Geodetic Survey in June 1991..
 GV1276
 GV1276.The geoid height was determined by GEOID03.
 GV1276
 GV1276.The dynamic height is computed by dividing the NAVD 88
 GV1276.geopotential number by the normal gravity value computed on the
 GV1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1276.degrees latitude (g = 980.6199 gals.).
 GV1276
 GV1276.The modeled gravity was interpolated from observed gravity values.
 GV1276
 GV1276;                    North         East    Units  Estimated Accuracy
 GV1276;SPC VA N     - 2,029,660.    3,592,040.      MT  (+/- 180 meters Scaled)
 GV1276
 GV1276                          SUPERSEDED SURVEY CONTROL
 GV1276
 GV1276  NGVD 29 (??/??/??)   62.502  (m)          205.06   (f) ADJUSTED    2 0
 GV1276
 GV1276.Superseded values are not recommended for survey control.
 GV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1276.See file dsdata.txt to determine how the superseded data were derived.
 GV1276
 GV1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH844007(NAD 83)
 GV1276_MARKER: DB = BENCH MARK DISK
 GV1276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1276_SP_SET: PIER
 GV1276_STAMPING: D 389 1960
 GV1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1276
 GV1276  HISTORY     - Date     Condition        Report By
 GV1276  HISTORY     - 1960     MONUMENTED       CGS
 GV1276  HISTORY     - 1974     GOOD             NGS
 GV1276  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 GV1276
 GV1276                          STATION DESCRIPTION
 GV1276
 GV1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1276'AT RUTHER GLEN.
 GV1276'AT RUTHER GLEN, AT THE OVERPASS OF ROAD 652 OVER THE RICHMOND
 GV1276'FREDERICKSBURG AND POTOMAC RAILROAD, 65 YARDS WEST-SOUTHWEST
 GV1276'OF MILEPOST 27, 6 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 GV1276'RAIL OF SOUTH-BOUND MAIN TRACK, SET VERTICALLY IN THE
 GV1276'ROUNDED EAST-NORTHEAST FACE OF THE CENTER ONE OF THREE CONCRETE
 GV1276'PIERS OF OVERPASS, 3 FEET ABOVE THE LEVEL OF THE GROUND, AND
 GV1276'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 GV1276
 GV1276                          STATION RECOVERY (1974)
 GV1276
 GV1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1276'RECOVERED IN GOOD CONDITION.
 GV1276
 GV1276                          STATION RECOVERY (2002)
 GV1276
 GV1276'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0107 ***********************************************************************
 GA0107  DESIGNATION -  D 39
 GA0107  PID         -  GA0107
 GA0107  STATE/COUNTY-  VA/RUSSELL
 GA0107  USGS QUAD   -  MOLL CREEK (1978)
 GA0107
 GA0107                         *CURRENT SURVEY CONTROL
 GA0107  ___________________________________________________________________
 GA0107* NAD 83(1986)-  36 51 50.     (N)    082 16 05.     (W)     SCALED    
 GA0107* NAVD 88     -       635.211  (meters)    2084.02   (feet)  ADJUSTED  
 GA0107  ___________________________________________________________________
 GA0107  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 GA0107  DYNAMIC HT  -         634.636 (meters)    2082.13  (feet)  COMP
 GA0107  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GA0107
 GA0107  VERT ORDER  -  SECOND    CLASS 0
 GA0107
 GA0107.The horizontal coordinates were scaled from a topographic map and have
 GA0107.an estimated accuracy of +/- 6 seconds.
 GA0107
 GA0107.The orthometric height was determined by differential leveling
 GA0107.and adjusted by the National Geodetic Survey in June 1991..
 GA0107
 GA0107.The geoid height was determined by GEOID03.
 GA0107
 GA0107.The dynamic height is computed by dividing the NAVD 88
 GA0107.geopotential number by the normal gravity value computed on the
 GA0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0107.degrees latitude (g = 980.6199 gals.).
 GA0107
 GA0107.The modeled gravity was interpolated from observed gravity values.
 GA0107
 GA0107;                    North         East    Units  Estimated Accuracy
 GA0107;SPC VA S     - 1,065,580.    3,164,100.      MT  (+/- 180 meters Scaled)
 GA0107
 GA0107                          SUPERSEDED SURVEY CONTROL
 GA0107
 GA0107  NGVD 29 (??/??/92)  635.347  (m)         2084.47   (f) ADJ UNCH    2 0
 GA0107
 GA0107.Superseded values are not recommended for survey control.
 GA0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0107.See file dsdata.txt to determine how the superseded data were derived.
 GA0107
 GA0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA869805(NAD 83)
 GA0107_MARKER: DB = BENCH MARK DISK
 GA0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0107_SP_SET: CULVERT
 GA0107_STAMPING: D 39 1934
 GA0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0107
 GA0107  HISTORY     - Date     Condition        Report By
 GA0107  HISTORY     - 1934     MONUMENTED       CGS
 GA0107  HISTORY     - 1963     MARK NOT FOUND   NGS
 GA0107
 GA0107                          STATION DESCRIPTION
 GA0107
 GA0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0107'3 MI S FROM CASTLEWOOD.
 GA0107'3.0 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 64 FROM
 GA0107'CASTLEWOOD, RUSSELL COUNTY, 130 FEET SOUTH OF THE LYNCH ROADHOUSE
 GA0107'(IN 1934), AT A PIPE CULVERT UNDER THE ROAD, AND IN THE CENTER OF
 GA0107'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL.  A STANDARD
 GA0107'DISK, STAMPED D 39 1934.
 GA0107
 GA0107                          STATION RECOVERY (1963)
 GA0107
 GA0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3852 ***********************************************************************
 HV3852  DESIGNATION -  D 390
 HV3852  PID         -  HV3852
 HV3852  STATE/COUNTY-  VA/FAUQUIER
 HV3852  USGS QUAD   -  REMINGTON (1981)
 HV3852
 HV3852                         *CURRENT SURVEY CONTROL
 HV3852  ___________________________________________________________________
 HV3852* NAD 83(1986)-  38 36 09.     (N)    077 49 57.     (W)     SCALED    
 HV3852* NAVD 88     -       133.297  (meters)     437.33   (feet)  ADJUSTED  
 HV3852  ___________________________________________________________________
 HV3852  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV3852  DYNAMIC HT  -         133.218 (meters)     437.07  (feet)  COMP
 HV3852  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 HV3852
 HV3852  VERT ORDER  -  SECOND    CLASS 0
 HV3852
 HV3852.The horizontal coordinates were scaled from a topographic map and have
 HV3852.an estimated accuracy of +/- 6 seconds.
 HV3852
 HV3852.The orthometric height was determined by differential leveling
 HV3852.and adjusted by the National Geodetic Survey in June 1991..
 HV3852
 HV3852.The geoid height was determined by GEOID03.
 HV3852
 HV3852.The dynamic height is computed by dividing the NAVD 88
 HV3852.geopotential number by the normal gravity value computed on the
 HV3852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3852.degrees latitude (g = 980.6199 gals.).
 HV3852
 HV3852.The modeled gravity was interpolated from observed gravity values.
 HV3852
 HV3852;                    North         East    Units  Estimated Accuracy
 HV3852;SPC VA N     - 2,104,090.    3,558,140.      MT  (+/- 180 meters Scaled)
 HV3852
 HV3852                          SUPERSEDED SURVEY CONTROL
 HV3852
 HV3852  NGVD 29 (??/??/??)  133.523  (m)          438.07   (f) ADJUSTED    2 0
 HV3852
 HV3852.Superseded values are not recommended for survey control.
 HV3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3852.See file dsdata.txt to determine how the superseded data were derived.
 HV3852
 HV3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH533764(NAD 83)
 HV3852_MARKER: DB = BENCH MARK DISK
 HV3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3852_STAMPING: D 390 1959
 HV3852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3852+STABILITY: SURFACE MOTION
 HV3852
 HV3852  HISTORY     - Date     Condition        Report By
 HV3852  HISTORY     - 1959     MONUMENTED       CGS
 HV3852
 HV3852                          STATION DESCRIPTION
 HV3852
 HV3852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HV3852'5 MI NNW FROM REMINGTON.
 HV3852'3.5 MILES NORTHWEST ALONG STATE ROAD 651 FROM THE JUNCTION OF
 HV3852'STATE ROAD 651 AND U.S. HIGHWAY 15, THENCE 2.65 MILES NORTHEAST
 HV3852'ALONG STATE ROAD 660 TO THE JUNCTION OF STATE ROAD 660 AND 661.
 HV3852'IT IS 20.5 FEET WEST OF A TELEPHONE POLE NO. 10, 17 FEET NORTH
 HV3852'OF THE CENTER OF STATE ROAD 661 AND 1 FOOT SOUTH OF THE FENCE
 HV3852'LINE.  THE DISC IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 HV3852'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1948 ***********************************************************************
 GV1948  DESIGNATION -  D 391
 GV1948  PID         -  GV1948
 GV1948  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1948  USGS QUAD   -  PETERSBURG (1994)
 GV1948
 GV1948                         *CURRENT SURVEY CONTROL
 GV1948  ___________________________________________________________________
 GV1948* NAD 83(1986)-  37 13 03.     (N)    077 23 30.     (W)     SCALED    
 GV1948* NAVD 88     -        18.615  (meters)      61.07   (feet)  ADJUSTED  
 GV1948  ___________________________________________________________________
 GV1948  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1948  DYNAMIC HT  -          18.601 (meters)      61.03  (feet)  COMP
 GV1948  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 GV1948
 GV1948  VERT ORDER  -  SECOND    CLASS 0
 GV1948
 GV1948.The horizontal coordinates were scaled from a topographic map and have
 GV1948.an estimated accuracy of +/- 6 seconds.
 GV1948
 GV1948.The orthometric height was determined by differential leveling
 GV1948.and adjusted by the National Geodetic Survey in June 1991..
 GV1948
 GV1948.The geoid height was determined by GEOID03.
 GV1948
 GV1948.The dynamic height is computed by dividing the NAVD 88
 GV1948.geopotential number by the normal gravity value computed on the
 GV1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1948.degrees latitude (g = 980.6199 gals.).
 GV1948
 GV1948.The modeled gravity was interpolated from observed gravity values.
 GV1948
 GV1948;                    North         East    Units  Estimated Accuracy
 GV1948;SPC VA S     - 1,098,700.    3,598,370.      MT  (+/- 180 meters Scaled)
 GV1948
 GV1948                          SUPERSEDED SURVEY CONTROL
 GV1948
 GV1948  NGVD 29 (??/??/??)   18.965  (m)           62.22   (f) ADJUSTED    2 0
 GV1948
 GV1948.Superseded values are not recommended for survey control.
 GV1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1948.See file dsdata.txt to determine how the superseded data were derived.
 GV1948
 GV1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG877216(NAD 83)
 GV1948_MARKER: DB = BENCH MARK DISK
 GV1948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1948_SP_SET: OVERPASS ABUTMENT
 GV1948_STAMPING: D 391 1960
 GV1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1948+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 GV1948
 GV1948  HISTORY     - Date     Condition        Report By
 GV1948  HISTORY     - 1960     MONUMENTED       CGS
 GV1948  HISTORY     - 1989     GOOD             USPSQD
 GV1948  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1948  HISTORY     - 20020513 GOOD             VADOT
 GV1948  HISTORY     - 20040616 GOOD             USPSQD
 GV1948  HISTORY     - 20060329 GOOD             USPSQD
 GV1948
 GV1948                          STATION DESCRIPTION
 GV1948
 GV1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1948'AT PETERSBURG.
 GV1948'AT PETERSBURG, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 GV1948'NORTHEAST ABUTMENT OF CONCRETE OVERPASS OF RICHMOND-PETERSBURG
 GV1948'TOLL ROAD OVER GRAHAM ROAD, 2 1/2 FEET NORTHWEST OF THE ROUNDED
 GV1948'SOUTH CORNER OF NORTHEAST ABUTMENT, 22 1/2 FEET NORTHEAST OF
 GV1948'THE CENTER LINE OF GRAHAM ROAD, 3 FEET ABOVE THE LEVEL OF THE
 GV1948'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF GRAHAM ROAD.
 GV1948
 GV1948                          STATION RECOVERY (1989)
 GV1948
 GV1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1948'RECOVERED IN GOOD CONDITION.
 GV1948
 GV1948                          STATION RECOVERY (1998)
 GV1948
 GV1948'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1948'MARK NOT FOUND.
 GV1948
 GV1948                          STATION RECOVERY (2002)
 GV1948
 GV1948'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV1948'RECOVERED IN GOOD CONDITION.
 GV1948
 GV1948                          STATION RECOVERY (2004)
 GV1948
 GV1948'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1948'RECOVERED IN GOOD CONDITION.
 GV1948
 GV1948                          STATION RECOVERY (2006)
 GV1948
 GV1948'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2393 ***********************************************************************
 GV2393  DESIGNATION -  D 392
 GV2393  PID         -  GV2393
 GV2393  STATE/COUNTY-  VA/DINWIDDIE
 GV2393  USGS QUAD   -  DE WITT (1974)
 GV2393
 GV2393                         *CURRENT SURVEY CONTROL
 GV2393  ___________________________________________________________________
 GV2393* NAD 83(1986)-  37 02 22.     (N)    077 38 34.     (W)     SCALED    
 GV2393* NAVD 88     -        91.543  (meters)     300.34   (feet)  ADJUSTED  
 GV2393  ___________________________________________________________________
 GV2393  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GV2393  DYNAMIC HT  -          91.476 (meters)     300.12  (feet)  COMP
 GV2393  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 GV2393
 GV2393  VERT ORDER  -  SECOND    CLASS 0
 GV2393
 GV2393.The horizontal coordinates were scaled from a topographic map and have
 GV2393.an estimated accuracy of +/- 6 seconds.
 GV2393
 GV2393.The orthometric height was determined by differential leveling
 GV2393.and adjusted by the National Geodetic Survey in June 1991..
 GV2393
 GV2393.The geoid height was determined by GEOID03.
 GV2393
 GV2393.The dynamic height is computed by dividing the NAVD 88
 GV2393.geopotential number by the normal gravity value computed on the
 GV2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2393.degrees latitude (g = 980.6199 gals.).
 GV2393
 GV2393.The modeled gravity was interpolated from observed gravity values.
 GV2393
 GV2393;                    North         East    Units  Estimated Accuracy
 GV2393;SPC VA S     - 1,078,710.    3,576,260.      MT  (+/- 180 meters Scaled)
 GV2393
 GV2393                          SUPERSEDED SURVEY CONTROL
 GV2393
 GV2393  NGVD 29 (??/??/??)   91.870  (m)          301.41   (f) ADJUSTED    2 0
 GV2393
 GV2393.Superseded values are not recommended for survey control.
 GV2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2393.See file dsdata.txt to determine how the superseded data were derived.
 GV2393
 GV2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG649025(NAD 83)
 GV2393_MARKER: DB = BENCH MARK DISK
 GV2393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2393_SP_SET: BUILDING
 GV2393_STAMPING: D 392 1960
 GV2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2393+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2393
 GV2393  HISTORY     - Date     Condition        Report By
 GV2393  HISTORY     - 1960     MONUMENTED       CGS
 GV2393  HISTORY     - 1966     GOOD             CGS
 GV2393  HISTORY     - 1988     GOOD             USPSQD
 GV2393  HISTORY     - 19950311 GOOD             USPSQD
 GV2393  HISTORY     - 20001021 GOOD             USPSQD
 GV2393  HISTORY     - 20051022 GOOD             USPSQD
 GV2393
 GV2393                          STATION DESCRIPTION
 GV2393
 GV2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2393'AT DE WITT.
 GV2393'AT DE WITT, 110 YARDS EAST-NORTHEAT OF THE CENTER OF JUNCTION
 GV2393'OF U.S. HIGHWAY 1 AND BLACK TOP ROAD 646 LEADING EAST, 67 FEET
 GV2393'SOUTHEAST OF THE CENTER LIHE OF HIGHWAY 1, SET VERTICALLY IN
 GV2393'THE NORTHEAST BRICK AND CONCRETE BLOCK FACE OF BUILDING
 GV2393'HOUSING THE POST OFFICE AND HAUSER STORE, 1 FOOT SOUTHEAST
 GV2393'OF THE NORTH CORNER OF THE STORE BUILDING, 1.3 FEET ABOVE
 GV2393'THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 GV2393'OF THE HIGHWAY.
 GV2393
 GV2393                          STATION RECOVERY (1966)
 GV2393
 GV2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2393'RECOVERED IN GOOD CONDITION.
 GV2393
 GV2393                          STATION RECOVERY (1988)
 GV2393
 GV2393'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV2393'RECOVERED IN GOOD CONDITION.
 GV2393
 GV2393                          STATION RECOVERY (1995)
 GV2393
 GV2393'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2393'RECOVERED IN GOOD CONDITION.
 GV2393
 GV2393                          STATION RECOVERY (2000)
 GV2393
 GV2393'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2393'RECOVERED IN GOOD CONDITION.
 GV2393
 GV2393                          STATION RECOVERY (2005)
 GV2393
 GV2393'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2393'ROAD NUMBER IS CHANGED. MARKER IS AT JUNCTION OF US HWY 1 AND SR 650
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0149 ***********************************************************************
 FY0149  DESIGNATION -  D 393 RESET 1962
 FY0149  PID         -  FY0149
 FY0149  STATE/COUNTY-  VA/MECKLENBURG
 FY0149  USGS QUAD   -  BRACEY (1979)
 FY0149
 FY0149                         *CURRENT SURVEY CONTROL
 FY0149  ___________________________________________________________________
 FY0149* NAD 83(1986)-  36 33 33.     (N)    078 10 26.     (W)     SCALED    
 FY0149* NAVD 88     -        64.65   (+/-2cm)     212.1    (feet)  VERTCON   
 FY0149  ___________________________________________________________________
 FY0149  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 FY0149
 FY0149  VERT ORDER  -  THIRD (See Below)
 FY0149
 FY0149.The horizontal coordinates were scaled from a topographic map and have
 FY0149.an estimated accuracy of +/- 6 seconds.
 FY0149
 FY0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY0149.The vertical order pertains to the NGVD 29 superseded value.
 FY0149
 FY0149.The geoid height was determined by GEOID03.
 FY0149
 FY0149;                    North         East    Units  Estimated Accuracy
 FY0149;SPC VA S     - 1,025,110.    3,529,200.      MT  (+/- 180 meters Scaled)
 FY0149
 FY0149                          SUPERSEDED SURVEY CONTROL
 FY0149
 FY0149  NGVD 29 (03/21/06)   64.97   (m)          213.2    (f) RESET       3  
 FY0149
 FY0149.Superseded values are not recommended for survey control.
 FY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0149.See file dsdata.txt to determine how the superseded data were derived.
 FY0149
 FY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA529496(NAD 83)
 FY0149_MARKER: DD = SURVEY DISK
 FY0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0149_SP_SET: BRIDGE
 FY0149_STAMPING: D 393 RESET 1962
 FY0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0149
 FY0149  HISTORY     - Date     Condition        Report By
 FY0149  HISTORY     - 1962     MONUMENTED       USGS
 FY0149  HISTORY     - 20050303 GOOD             GEOCAC
 FY0149
 FY0149                          STATION DESCRIPTION
 FY0149
 FY0149'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FY0149'6.7 MI SW FROM BRACEY.
 FY0149'3.95 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0149'STATION AT BRACEY, THENCE ABOUT 0.75 MILE NORTHWEST ALONG ROAD
 FY0149'712, ABOUT 2.0 MILES SOUTHEAST ALONG ROAD 712 FROM THE JUNCTION OF
 FY0149'U.S. HIGHWAY 1 AT PALMER CROSSROADS, THIS MARK IS LOCATED 281 FEET
 FY0149'SOUTHEAST ALONG ROAD 712 FROM THE SOUTHEAST ABUTMENT OF THE
 FY0149'120-FOOT CONCRETE BRIDGE OVER SMITH CREEK, 17 FEET SOUTHWEST OF THE
 FY0149'CENTERLINE OF THE ROAD AND SET VERTICALLY 2 FEET ABOVE THE ROAD BED
 FY0149'IN THE FACE OF AN EXPOSED BOULDER.
 FY0149
 FY0149                          STATION RECOVERY (2005)
 FY0149
 FY0149'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0149'RECOVERED AS DESCRIBED. GPS READING WAS N36 33 30.7, W078 10 22.7
 FY0149'(PLUS/MINUS 17 FEET). THE REFERENCED BRIDGE WAS CONSTRUCTED IN 1957.
 FY0149'MARK IS APPROXIMATELY 281 FEET SOUTHEAST ALONG ROAD FROM THE SOUTHEAST
 FY0149'ABUTMENT OF THIS BRIDGE.
 FY0149' 
 FY0149' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0123 ***********************************************************************
 FY0123  DESIGNATION -  D 394
 FY0123  PID         -  FY0123
 FY0123  STATE/COUNTY-  VA/MECKLENBURG
 FY0123  USGS QUAD   -  LA CROSSE (1981)
 FY0123
 FY0123                         *CURRENT SURVEY CONTROL
 FY0123  ___________________________________________________________________
 FY0123* NAD 83(1986)-  36 40 58.     (N)    078 06 00.     (W)     SCALED    
 FY0123* NAVD 88     -       134.888  (meters)     442.55   (feet)  ADJUSTED  
 FY0123  ___________________________________________________________________
 FY0123  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 FY0123  DYNAMIC HT  -         134.782 (meters)     442.20  (feet)  COMP
 FY0123  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 FY0123
 FY0123  VERT ORDER  -  SECOND    CLASS 0
 FY0123
 FY0123.The horizontal coordinates were scaled from a topographic map and have
 FY0123.an estimated accuracy of +/- 6 seconds.
 FY0123
 FY0123.The orthometric height was determined by differential leveling
 FY0123.and adjusted by the National Geodetic Survey in June 1991..
 FY0123
 FY0123.The geoid height was determined by GEOID03.
 FY0123
 FY0123.The dynamic height is computed by dividing the NAVD 88
 FY0123.geopotential number by the normal gravity value computed on the
 FY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0123.degrees latitude (g = 980.6199 gals.).
 FY0123
 FY0123.The modeled gravity was interpolated from observed gravity values.
 FY0123
 FY0123;                    North         East    Units  Estimated Accuracy
 FY0123;SPC VA S     - 1,038,860.    3,535,750.      MT  (+/- 180 meters Scaled)
 FY0123
 FY0123                          SUPERSEDED SURVEY CONTROL
 FY0123
 FY0123  NGVD 29 (??/??/92)  135.195  (m)          443.55   (f) ADJ UNCH    2 0
 FY0123
 FY0123.Superseded values are not recommended for survey control.
 FY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0123.See file dsdata.txt to determine how the superseded data were derived.
 FY0123
 FY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA591636(NAD 83)
 FY0123_MARKER: DB = BENCH MARK DISK
 FY0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0123_STAMPING: D 394 1960
 FY0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0123+STABILITY: SURFACE MOTION
 FY0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0123+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 FY0123
 FY0123  HISTORY     - Date     Condition        Report By
 FY0123  HISTORY     - 1960     MONUMENTED       CGS
 FY0123  HISTORY     - 20051201 GOOD             USPSQD
 FY0123
 FY0123                          STATION DESCRIPTION
 FY0123
 FY0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0123'1 MI S FROM LA CROSSE.
 FY0123'1.0 MILE SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0123'STATION AT LA CROSSE, 164 YARDS NORTH-NORTHEAST OF MILEPOST 80,
 FY0123'AT A POINT WHERE ROAD 618 TURNS AWAY FROM THE TRACK TO THE NORTHEAST,
 FY0123'36.3 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL OF MAIN
 FY0123'TRACK, 5 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE A, 50 1/2
 FY0123'FEET NORTHWEST OF THE CENTER LINE OF ROAD 618 AND ON THE OUTSIDE
 FY0123'OF A CURVE IN ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 FY0123'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 FY0123
 FY0123                          STATION RECOVERY (2005)
 FY0123
 FY0123'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1379 ***********************************************************************
 GA1379  DESIGNATION -  D 40
 GA1379  PID         -  GA1379
 GA1379  STATE/COUNTY-  VA/WISE
 GA1379  USGS QUAD   -  WISE (1991)
 GA1379
 GA1379                         *CURRENT SURVEY CONTROL
 GA1379  ___________________________________________________________________
 GA1379* NAD 83(1986)-  36 56 09.     (N)    082 30 19.     (W)     SCALED    
 GA1379* NAVD 88     -       609.851  (meters)    2000.82   (feet)  ADJUSTED  
 GA1379  ___________________________________________________________________
 GA1379  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1379  DYNAMIC HT  -         609.278 (meters)    1998.94  (feet)  COMP
 GA1379  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 GA1379
 GA1379  VERT ORDER  -  SECOND    CLASS 0
 GA1379
 GA1379.The horizontal coordinates were scaled from a topographic map and have
 GA1379.an estimated accuracy of +/- 6 seconds.
 GA1379
 GA1379.The orthometric height was determined by differential leveling
 GA1379.and adjusted by the National Geodetic Survey in June 1991..
 GA1379
 GA1379.The geoid height was determined by GEOID03.
 GA1379
 GA1379.The dynamic height is computed by dividing the NAVD 88
 GA1379.geopotential number by the normal gravity value computed on the
 GA1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1379.degrees latitude (g = 980.6199 gals.).
 GA1379
 GA1379.The modeled gravity was interpolated from observed gravity values.
 GA1379
 GA1379;                    North         East    Units  Estimated Accuracy
 GA1379;SPC VA S     - 1,074,430.    3,143,300.      MT  (+/- 180 meters Scaled)
 GA1379
 GA1379                          SUPERSEDED SURVEY CONTROL
 GA1379
 GA1379  NGVD 29 (??/??/92)  609.964  (m)         2001.19   (f) ADJ UNCH    2 0
 GA1379
 GA1379.Superseded values are not recommended for survey control.
 GA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1379.See file dsdata.txt to determine how the superseded data were derived.
 GA1379
 GA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA659888(NAD 83)
 GA1379_MARKER: DB = BENCH MARK DISK
 GA1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1379_STAMPING: D 40 1934
 GA1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1379+STABILITY: SURFACE MOTION
 GA1379
 GA1379  HISTORY     - Date     Condition        Report By
 GA1379  HISTORY     - 1934     MONUMENTED       CGS
 GA1379  HISTORY     - 1957     MARK NOT FOUND   NGS
 GA1379
 GA1379                          STATION DESCRIPTION
 GA1379
 GA1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1379'2.6 MI W FROM COEBURN.
 GA1379'2.6 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM COEBURN,
 GA1379'WISE COUNTY, 10 RAILS EAST OF MILEPOST 458, AT A FARM-ROAD
 GA1379'CROSSING, 20 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 35
 GA1379'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 23.  A STANDARD
 GA1379'DISK, STAMPED D 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA1379
 GA1379                          STATION RECOVERY (1957)
 GA1379
 GA1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GA1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0039 ***********************************************************************
 GA0039  DESIGNATION -  D 41
 GA0039  PID         -  GA0039
 GA0039  STATE/COUNTY-  VA/RUSSELL
 GA0039  USGS QUAD   -  LEBANON (1991)
 GA0039
 GA0039                         *CURRENT SURVEY CONTROL
 GA0039  ___________________________________________________________________
 GA0039* NAD 83(1986)-  36 59 32.     (N)    082 03 20.     (W)     SCALED    
 GA0039* NAVD 88     -       486.154  (meters)    1594.99   (feet)  ADJUSTED  
 GA0039  ___________________________________________________________________
 GA0039  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GA0039  DYNAMIC HT  -         485.722 (meters)    1593.57  (feet)  COMP
 GA0039  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 GA0039
 GA0039  VERT ORDER  -  SECOND    CLASS 0
 GA0039
 GA0039.The horizontal coordinates were scaled from a topographic map and have
 GA0039.an estimated accuracy of +/- 6 seconds.
 GA0039
 GA0039.The orthometric height was determined by differential leveling
 GA0039.and adjusted by the National Geodetic Survey in June 1991..
 GA0039
 GA0039.The geoid height was determined by GEOID03.
 GA0039
 GA0039.The dynamic height is computed by dividing the NAVD 88
 GA0039.geopotential number by the normal gravity value computed on the
 GA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0039.degrees latitude (g = 980.6199 gals.).
 GA0039
 GA0039.The modeled gravity was interpolated from observed gravity values.
 GA0039
 GA0039;                    North         East    Units  Estimated Accuracy
 GA0039;SPC VA S     - 1,079,080.    3,183,570.      MT  (+/- 180 meters Scaled)
 GA0039
 GA0039                          SUPERSEDED SURVEY CONTROL
 GA0039
 GA0039  NGVD 29 (??/??/92)  486.304  (m)         1595.48   (f) ADJ UNCH    2 0
 GA0039
 GA0039.Superseded values are not recommended for survey control.
 GA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0039.See file dsdata.txt to determine how the superseded data were derived.
 GA0039
 GA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA060945(NAD 83)
 GA0039_MARKER: DB = BENCH MARK DISK
 GA0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0039_STAMPING: D 41 1934
 GA0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0039+STABILITY: SURFACE MOTION
 GA0039
 GA0039  HISTORY     - Date     Condition        Report By
 GA0039  HISTORY     - 1934     MONUMENTED       CGS
 GA0039  HISTORY     - 1935     GOOD             NGS
 GA0039
 GA0039                          STATION DESCRIPTION
 GA0039
 GA0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA0039'AT FINNEY.
 GA0039'AT FINNEY, (POST OFFICE COULWOOD), RUSSELL COUNTY, ON THE NORFOLK
 GA0039'AND WESTERN RAILWAY, 7 RAILS WEST OF THE STATION, AND 30 FEET
 GA0039'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GA0039'D 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0484 ***********************************************************************
 FX0484  DESIGNATION -  D 416
 FX0484  PID         -  FX0484
 FX0484  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0484  USGS QUAD   -  KEMPSVILLE (1986)
 FX0484
 FX0484                         *CURRENT SURVEY CONTROL
 FX0484  ___________________________________________________________________
 FX0484* NAD 83(1986)-  36 50 37.     (N)    076 08 32.     (W)     SCALED    
 FX0484* NAVD 88     -         3.415  (meters)      11.20   (feet)  ADJUSTED  
 FX0484  ___________________________________________________________________
 FX0484  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 FX0484  DYNAMIC HT  -           3.412 (meters)      11.19  (feet)  COMP
 FX0484  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 FX0484
 FX0484  VERT ORDER  -  FIRST     CLASS I
 FX0484
 FX0484.The horizontal coordinates were scaled from a topographic map and have
 FX0484.an estimated accuracy of +/- 6 seconds.
 FX0484
 FX0484.The orthometric height was determined by differential leveling
 FX0484.and adjusted by the National Geodetic Survey in June 1991..
 FX0484
 FX0484.The geoid height was determined by GEOID03.
 FX0484
 FX0484.The dynamic height is computed by dividing the NAVD 88
 FX0484.geopotential number by the normal gravity value computed on the
 FX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0484.degrees latitude (g = 980.6199 gals.).
 FX0484
 FX0484.The modeled gravity was interpolated from observed gravity values.
 FX0484
 FX0484;                    North         East    Units  Estimated Accuracy
 FX0484;SPC VA S     - 1,059,250.    3,710,270.      MT  (+/- 180 meters Scaled)
 FX0484
 FX0484                          SUPERSEDED SURVEY CONTROL
 FX0484
 FX0484  NGVD 29 (??/??/92)    3.665  (m)           12.02   (f) ADJ UNCH    1 1
 FX0484
 FX0484.Superseded values are not recommended for survey control.
 FX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0484.See file dsdata.txt to determine how the superseded data were derived.
 FX0484
 FX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF981781(NAD 83)
 FX0484_MARKER: DB = BENCH MARK DISK
 FX0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0484_STAMPING: D 416 1963
 FX0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0484+STABILITY: SURFACE MOTION
 FX0484
 FX0484  HISTORY     - Date     Condition        Report By
 FX0484  HISTORY     - 1963     MONUMENTED       CGS
 FX0484  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0484
 FX0484                          STATION DESCRIPTION
 FX0484
 FX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0484'7 MI W FROM OCEANA.
 FX0484'ABOUT 7.05 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE CROSSROADS
 FX0484'AT OCEANA, AT THE JUNCTION OF LELLAM ROAD 2123 LEADING SOUTH,
 FX0484'113 1/2 FEET WEST OF CENTER LINE OF ROAD 2123 SOUTH, 47 1/2
 FX0484'FEET SOUTH AND ACROSS SERVICE ROAD FROM CENTER LINE OF
 FX0484'HIGHWAY, 91 FEET NORTH OF NORTHWEST CORNER BUILDING HOUSING
 FX0484'DELMARVA AUTO SUPPLY, 2 1/2 FEET WEST-SOUTHWEST OF TELEPHONE
 FX0484'POLE 264, 1.5 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL
 FX0484'WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0484'3 INCHES.
 FX0484
 FX0484                          STATION RECOVERY (1978)
 FX0484
 FX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0484'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0215 ***********************************************************************
 FW0215  DESIGNATION -  D 417
 FW0215  PID         -  FW0215
 FW0215  STATE/COUNTY-  VA/NORTHAMPTON
 FW0215  USGS QUAD   -  FRANKTOWN (1992)
 FW0215
 FW0215                         *CURRENT SURVEY CONTROL
 FW0215  ___________________________________________________________________
 FW0215* NAD 83(1986)-  37 26 17.     (N)    075 52 58.     (W)     SCALED    
 FW0215* NAVD 88     -        10.729  (meters)      35.20   (feet)  ADJUSTED  
 FW0215  ___________________________________________________________________
 FW0215  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 FW0215  DYNAMIC HT  -          10.721 (meters)      35.17  (feet)  COMP
 FW0215  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 FW0215
 FW0215  VERT ORDER  -  FIRST     CLASS I
 FW0215
 FW0215.The horizontal coordinates were scaled from a topographic map and have
 FW0215.an estimated accuracy of +/- 6 seconds.
 FW0215
 FW0215.The orthometric height was determined by differential leveling
 FW0215.and adjusted by the National Geodetic Survey in June 1991..
 FW0215
 FW0215.The geoid height was determined by GEOID03.
 FW0215
 FW0215.The dynamic height is computed by dividing the NAVD 88
 FW0215.geopotential number by the normal gravity value computed on the
 FW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0215.degrees latitude (g = 980.6199 gals.).
 FW0215
 FW0215.The modeled gravity was interpolated from observed gravity values.
 FW0215
 FW0215;                    North         East    Units  Estimated Accuracy
 FW0215;SPC VA S     - 1,125,810.    3,731,580.      MT  (+/- 180 meters Scaled)
 FW0215
 FW0215                          SUPERSEDED SURVEY CONTROL
 FW0215
 FW0215  NGVD 29 (??/??/??)   10.967  (m)           35.98   (f) ADJUSTED    1 1
 FW0215
 FW0215.Superseded values are not recommended for survey control.
 FW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0215.See file dsdata.txt to determine how the superseded data were derived.
 FW0215
 FW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG219438(NAD 83)
 FW0215_MARKER: DB = BENCH MARK DISK
 FW0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0215_STAMPING: D 417 1963
 FW0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0215+STABILITY: SURFACE MOTION
 FW0215
 FW0215  HISTORY     - Date     Condition        Report By
 FW0215  HISTORY     - 1963     MONUMENTED       CGS
 FW0215  HISTORY     - 1972     GOOD             NGS
 FW0215
 FW0215                          STATION DESCRIPTION
 FW0215
 FW0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0215'2.9 MI SW FROM NASSAWADOX.
 FW0215'ABOUT 2.9 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0215'THE CROSSING OF STATE ROAD T 606 AT NASSAWADOX, 0.3 MILE
 FW0215'SOUTHWEST OF MILEPOST 79, AT THE CROSSING OF STATE ROAD 620 AT
 FW0215'THE SMALL VILLAGE OF BIRDNEST, 47 FEET WEST OF THE CENTER OF
 FW0215'THE CROSSING, 28 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FW0215'SOUTHEAST LANE OF U.S. HIGHWAY 13, 17 FEET NORTHWEST OF THE
 FW0215'NORTHWEST RAIL, 14 1/2 FEET SOUTHWEST OF A SIGNAL WARNING LIGHT,
 FW0215'5 1/2 FEET SOUTHEAST OF POWER LINE POLE 148, 2 FEET NORTHWEST
 FW0215'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK
 FW0215'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FW0215'THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS ALSO 2.8 MILES
 FW0215'NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF
 FW0215'STATE ROAD 627 AT MACHIPONGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0425 ***********************************************************************
 FW0425  DESIGNATION -  D 418
 FW0425  PID         -  FW0425
 FW0425  STATE/COUNTY-  VA/ACCOMACK
 FW0425  USGS QUAD   -  ACCOMAC (1979)
 FW0425
 FW0425                         *CURRENT SURVEY CONTROL
 FW0425  ___________________________________________________________________
 FW0425* NAD 83(1986)-  37 42 02.     (N)    075 44 57.     (W)     SCALED    
 FW0425* NAVD 88     -         9.386  (meters)      30.79   (feet)  ADJUSTED  
 FW0425  ___________________________________________________________________
 FW0425  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 FW0425  DYNAMIC HT  -           9.380 (meters)      30.77  (feet)  COMP
 FW0425  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 FW0425
 FW0425  VERT ORDER  -  FIRST     CLASS I
 FW0425
 FW0425.The horizontal coordinates were scaled from a topographic map and have
 FW0425.an estimated accuracy of +/- 6 seconds.
 FW0425
 FW0425.The orthometric height was determined by differential leveling
 FW0425.and adjusted by the National Geodetic Survey in June 1991..
 FW0425
 FW0425.The geoid height was determined by GEOID03.
 FW0425
 FW0425.The dynamic height is computed by dividing the NAVD 88
 FW0425.geopotential number by the normal gravity value computed on the
 FW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0425.degrees latitude (g = 980.6199 gals.).
 FW0425
 FW0425.The modeled gravity was interpolated from observed gravity values.
 FW0425
 FW0425;                    North         East    Units  Estimated Accuracy
 FW0425;SPC VA S     - 1,155,260.    3,742,550.      MT  (+/- 180 meters Scaled)
 FW0425
 FW0425                          SUPERSEDED SURVEY CONTROL
 FW0425
 FW0425  NGVD 29 (??/??/??)    9.629  (m)           31.59   (f) ADJUSTED    1 1
 FW0425
 FW0425.Superseded values are not recommended for survey control.
 FW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0425.See file dsdata.txt to determine how the superseded data were derived.
 FW0425
 FW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG339728(NAD 83)
 FW0425_MARKER: DB = BENCH MARK DISK
 FW0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0425_SP_SET: TOWER
 FW0425_STAMPING: D 418 1963
 FW0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0425
 FW0425  HISTORY     - Date     Condition        Report By
 FW0425  HISTORY     - 1963     MONUMENTED       CGS
 FW0425
 FW0425                          STATION DESCRIPTION
 FW0425
 FW0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0425'1.3 MI S FROM ONANCOCK.
 FW0425'ABOUT 0.35 MILE SOUTH ALONG COLLEGE AVENUE FROM THE JUNCTION OF
 FW0425'MARKET STREET AT ONANCOCK, THENCE 0.35 MILE EAST ALONG LIBERTY
 FW0425'STREET, THENCE 0.45 MILE SOUTH ALONG SECONDARY STATE HIGHWAY 718,
 FW0425'THENCE 0.15 MILE WEST ALONG A DIRT ROAD, AT A 315-FOOT HIGH RADIO
 FW0425'TOWER, SET ON TOP OF THE EAST CORNER OF TRIANGULAR CONCRETE BASE
 FW0425'FOR TOWER, 9.5 FEET NORTHEAST OF NORTHEAST SIDE OF SMALL CONCRETE
 FW0425'BLOCK BUILDING, 6 FEET NORTHWEST OF EAST CORNER OF WIRE FENCE
 FW0425'SURROUNDING TOWER AND BUILDING, AND 3 FEET ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0460 ***********************************************************************
 FX0460  DESIGNATION -  D 419
 FX0460  PID         -  FX0460
 FX0460  STATE/COUNTY-  VA/C OF NORFOLK
 FX0460  USGS QUAD   -  MOYOCK (1986)
 FX0460
 FX0460                         *CURRENT SURVEY CONTROL
 FX0460  ___________________________________________________________________
 FX0460* NAD 83(1986)-  36 36 10.     (N)    076 12 39.     (W)     SCALED    
 FX0460* NAVD 88     -         5.142  (meters)      16.87   (feet)  ADJUSTED  
 FX0460  ___________________________________________________________________
 FX0460  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 FX0460  DYNAMIC HT  -           5.138 (meters)      16.86  (feet)  COMP
 FX0460  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 FX0460
 FX0460  VERT ORDER  -  FIRST     CLASS I
 FX0460
 FX0460.The horizontal coordinates were scaled from a topographic map and have
 FX0460.an estimated accuracy of +/- 6 seconds.
 FX0460
 FX0460.The orthometric height was determined by differential leveling
 FX0460.and adjusted by the National Geodetic Survey in June 1991..
 FX0460
 FX0460.The geoid height was determined by GEOID03.
 FX0460
 FX0460.The dynamic height is computed by dividing the NAVD 88
 FX0460.geopotential number by the normal gravity value computed on the
 FX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0460.degrees latitude (g = 980.6199 gals.).
 FX0460
 FX0460.The modeled gravity was interpolated from observed gravity values.
 FX0460
 FX0460;                    North         East    Units  Estimated Accuracy
 FX0460;SPC VA S     - 1,032,390.    3,704,800.      MT  (+/- 180 meters Scaled)
 FX0460
 FX0460                          SUPERSEDED SURVEY CONTROL
 FX0460
 FX0460  NGVD 29 (??/??/92)    5.407  (m)           17.74   (f) ADJ UNCH    1 1
 FX0460
 FX0460.Superseded values are not recommended for survey control.
 FX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0460.See file dsdata.txt to determine how the superseded data were derived.
 FX0460
 FX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF917514(NAD 83)
 FX0460_MARKER: DB = BENCH MARK DISK
 FX0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0460_STAMPING: D 419 1963
 FX0460_MARK LOGO: CGS   
 FX0460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0460+STABILITY: SURFACE MOTION
 FX0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0460+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 FX0460
 FX0460  HISTORY     - Date     Condition        Report By
 FX0460  HISTORY     - 1963     MONUMENTED       CGS
 FX0460  HISTORY     - 1979     GOOD             NGS
 FX0460  HISTORY     - 19980415 GOOD             NCGS
 FX0460
 FX0460                          STATION DESCRIPTION
 FX0460
 FX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0460'AT CHESAPEAKE.
 FX0460'AT CHESAPEAKE, ABOUT 0.35 MILE WEST ALONG SECONDARY STATE
 FX0460'HIGHWAY 607 FROM THE CROSSING OF THE NORFOLK SOUTHERN RAILWAY
 FX0460'AT HICKORY GROUND (A SUBDIVISION OF CHESAPEAKE), THENCE 2.55
 FX0460'MILES SOUTH ALONG SECONDARY STATE HIGHWAY 604 AND STATE HIGHWAY
 FX0460'168, AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 614, AT
 FX0460'THE NORTHEAST CORNER OF THE YARD OF FOREMANS FARM, 124 FEET
 FX0460'NORTHEAST OF NORTHEAST CORNER OF A TWO STORY FRAME HOUSE, 30
 FX0460'FEET WEST OF CENTER LINE OF HIGHWAY 168, 26 FEET SOUTH OF
 FX0460'CENTER LINE OF HIGHWAY 614, 3 FEET SOUTHWEST OF TELEPHONE
 FX0460'POLE 963, 33 FEET SOUTHWEST OF CENTER OF INTERSECTION, 1 FOOT
 FX0460'ABOVE HIGHWAY 168, AND SET IN THE TOP OF A CONCRETE POST
 FX0460'FLUSH WITH GROUND.
 FX0460
 FX0460                          STATION RECOVERY (1979)
 FX0460
 FX0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0460'ADD=45 FEET SOUTHWEST OF POWER POLE NUMBER 69.
 FX0460
 FX0460                          STATION RECOVERY (1998)
 FX0460
 FX0460'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 FX0460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1761 ***********************************************************************
 GX1761  DESIGNATION -  D 42 RESET 1951
 GX1761  PID         -  GX1761
 GX1761  STATE/COUNTY-  VA/TAZEWELL
 GX1761  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1761
 GX1761                         *CURRENT SURVEY CONTROL
 GX1761  ___________________________________________________________________
 GX1761* NAD 83(1986)-  37 07 09.     (N)    081 35 20.     (W)     SCALED    
 GX1761* NAVD 88     -       725.611  (meters)    2380.61   (feet)  ADJUSTED  
 GX1761  ___________________________________________________________________
 GX1761  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GX1761  DYNAMIC HT  -         724.957 (meters)    2378.46  (feet)  COMP
 GX1761  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GX1761
 GX1761  VERT ORDER  -  SECOND    CLASS 0
 GX1761
 GX1761.The horizontal coordinates were scaled from a topographic map and have
 GX1761.an estimated accuracy of +/- 6 seconds.
 GX1761
 GX1761.The orthometric height was determined by differential leveling
 GX1761.and adjusted by the National Geodetic Survey in June 1991..
 GX1761
 GX1761.The geoid height was determined by GEOID03.
 GX1761
 GX1761.The dynamic height is computed by dividing the NAVD 88
 GX1761.geopotential number by the normal gravity value computed on the
 GX1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1761.degrees latitude (g = 980.6199 gals.).
 GX1761
 GX1761.The modeled gravity was interpolated from observed gravity values.
 GX1761
 GX1761;                    North         East    Units  Estimated Accuracy
 GX1761;SPC VA S     - 1,091,700.    3,225,540.      MT  (+/- 180 meters Scaled)
 GX1761
 GX1761                          SUPERSEDED SURVEY CONTROL
 GX1761
 GX1761  NGVD 29 (??/??/92)  725.725  (m)         2380.98   (f) ADJ UNCH    2 0
 GX1761
 GX1761.Superseded values are not recommended for survey control.
 GX1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1761.See file dsdata.txt to determine how the superseded data were derived.
 GX1761
 GX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB476082(NAD 83)
 GX1761_MARKER: DD = SURVEY DISK
 GX1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1761_SP_SET: OVERPASS
 GX1761_STAMPING: D 42 RESET 1951
 GX1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1761
 GX1761  HISTORY     - Date     Condition        Report By
 GX1761  HISTORY     - 1951     MONUMENTED       VADH
 GX1761  HISTORY     - 1958     GOOD             NGS
 GX1761  HISTORY     - 1963     GOOD             NGS
 GX1761
 GX1761                          STATION DESCRIPTION
 GX1761
 GX1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1761'2.1 MI E FROM MAXWELL.
 GX1761'2.1 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1761'ROAD CROSSING AT MAXWELL, AT RAILWAY OVERPASS NO. 1328 A OVER
 GX1761'U.S. HIGHWAY 19-460, IN THE TOP OF SOUTHEAST END OF SOUTHWEST
 GX1761'CONCRETE ABUTMENT OF OVERPASS, 10 FEET SOUTHEAST OF SOUTHEAST
 GX1761'RAIL AND ABOUT LEVEL WITH TRACK.
 GX1761
 GX1761                          STATION RECOVERY (1963)
 GX1761
 GX1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0350 ***********************************************************************
 FW0350  DESIGNATION -  D 420
 FW0350  PID         -  FW0350
 FW0350  STATE/COUNTY-  VA/ACCOMACK
 FW0350  USGS QUAD   -  PARKSLEY (1968)
 FW0350
 FW0350                         *CURRENT SURVEY CONTROL
 FW0350  ___________________________________________________________________
 FW0350* NAD 83(1986)-  37 45 04.     (N)    075 40 29.     (W)     SCALED    
 FW0350* NAVD 88     -        12.481  (meters)      40.95   (feet)  ADJUSTED  
 FW0350  ___________________________________________________________________
 FW0350  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0350  DYNAMIC HT  -          12.473 (meters)      40.92  (feet)  COMP
 FW0350  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 FW0350
 FW0350  VERT ORDER  -  FIRST     CLASS I
 FW0350
 FW0350.The horizontal coordinates were scaled from a topographic map and have
 FW0350.an estimated accuracy of +/- 6 seconds.
 FW0350
 FW0350.The orthometric height was determined by differential leveling
 FW0350.and adjusted by the National Geodetic Survey in June 1991..
 FW0350
 FW0350.The geoid height was determined by GEOID03.
 FW0350
 FW0350.The dynamic height is computed by dividing the NAVD 88
 FW0350.geopotential number by the normal gravity value computed on the
 FW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0350.degrees latitude (g = 980.6199 gals.).
 FW0350
 FW0350.The modeled gravity was interpolated from observed gravity values.
 FW0350
 FW0350;                    North         East    Units  Estimated Accuracy
 FW0350;SPC VA S     - 1,161,070.    3,748,940.      MT  (+/- 180 meters Scaled)
 FW0350
 FW0350                          SUPERSEDED SURVEY CONTROL
 FW0350
 FW0350  NGVD 29 (??/??/??)   12.718  (m)           41.73   (f) ADJUSTED    1 1
 FW0350
 FW0350.Superseded values are not recommended for survey control.
 FW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0350.See file dsdata.txt to determine how the superseded data were derived.
 FW0350
 FW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG405784(NAD 83)
 FW0350_MARKER: DB = BENCH MARK DISK
 FW0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0350_STAMPING: D 420 1963
 FW0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0350+STABILITY: SURFACE MOTION
 FW0350
 FW0350  HISTORY     - Date     Condition        Report By
 FW0350  HISTORY     - 1963     MONUMENTED       CGS
 FW0350  HISTORY     - 1972     GOOD             NGS
 FW0350
 FW0350                          STATION DESCRIPTION
 FW0350
 FW0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0350'0.8 MI NE FROM GREENBUSH.
 FW0350'ABOUT 0.8 MILE NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0350'THE CROSSING OF STATE ROAD NO. 764 AT GREENBUSH, 0.15 MILE
 FW0350'NORTHEAST OF MILEPOST 55, 103 FEET SOUTH OF THE CENTER OF THE
 FW0350'CROSSING OF A FARM ROAD, 104 FEET SOUTHEAST OF AND ACROSS THE
 FW0350'TRACK FROM THE CENTER LINE OF STATE HIGHWAY 316, 65.5 FEET
 FW0350'SOUTHEAST OF THE SOUTHEAST RAIL, 12 1/2 FEET SOUTHWEST OF AN
 FW0350'18-INCH OAK TREE, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET
 FW0350'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FW0350'POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0476 ***********************************************************************
 FW0476  DESIGNATION -  D 421
 FW0476  PID         -  FW0476
 FW0476  STATE/COUNTY-  VA/ACCOMACK
 FW0476  USGS QUAD   -  HALLWOOD (1992)
 FW0476
 FW0476                         *CURRENT SURVEY CONTROL
 FW0476  ___________________________________________________________________
 FW0476* NAD 83(1986)-  37 57 03.     (N)    075 32 17.     (W)     SCALED    
 FW0476* NAVD 88     -         7.075  (meters)      23.21   (feet)  ADJUSTED  
 FW0476  ___________________________________________________________________
 FW0476  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 FW0476  DYNAMIC HT  -           7.070 (meters)      23.20  (feet)  COMP
 FW0476  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 FW0476
 FW0476  VERT ORDER  -  FIRST     CLASS I
 FW0476
 FW0476.The horizontal coordinates were scaled from a topographic map and have
 FW0476.an estimated accuracy of +/- 6 seconds.
 FW0476
 FW0476.The orthometric height was determined by differential leveling
 FW0476.and adjusted by the National Geodetic Survey in June 1991..
 FW0476
 FW0476.The geoid height was determined by GEOID03.
 FW0476
 FW0476.The dynamic height is computed by dividing the NAVD 88
 FW0476.geopotential number by the normal gravity value computed on the
 FW0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0476.degrees latitude (g = 980.6199 gals.).
 FW0476
 FW0476.The modeled gravity was interpolated from observed gravity values.
 FW0476
 FW0476;                    North         East    Units  Estimated Accuracy
 FW0476;SPC VA S     - 1,183,590.    3,760,290.      MT  (+/- 180 meters Scaled)
 FW0476
 FW0476                          SUPERSEDED SURVEY CONTROL
 FW0476
 FW0476  NGVD 29 (??/??/??)    7.324  (m)           24.03   (f) ADJUSTED    1 1
 FW0476
 FW0476.Superseded values are not recommended for survey control.
 FW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0476.See file dsdata.txt to determine how the superseded data were derived.
 FW0476
 FW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH527004(NAD 83)
 FW0476_MARKER: DB = BENCH MARK DISK
 FW0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0476_SP_SET: CULVERT
 FW0476_STAMPING: D 241 1963
 FW0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0476
 FW0476  HISTORY     - Date     Condition        Report By
 FW0476  HISTORY     - 1963     MONUMENTED       CGS
 FW0476
 FW0476                          STATION DESCRIPTION
 FW0476
 FW0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0476'1 MI N FROM OAK HALL.
 FW0476'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 13 FROM THE JUNCTION
 FW0476'OF SECONDARY STATE HIGHWAY 703 AT OAK HALL, SET ON TOP OF
 FW0476'SOUTH END OF WEST HEAD WALL FOR A 7-FOOT CONCRETE BOX CULVERT,
 FW0476'26.5 FEET WEST OF CENTER LINE OF SOUTH-BOUND LANE OF HIGHWAY,
 FW0476'58 1/2 FEET SOUTHEAST OF POWER POLE 49, AND ABOUT LEVEL WITH
 FW0476'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0392 ***********************************************************************
 FW0392  DESIGNATION -  D 422
 FW0392  PID         -  FW0392
 FW0392  STATE/COUNTY-  VA/ACCOMACK
 FW0392  USGS QUAD   -  BLOXOM (1979)
 FW0392
 FW0392                         *CURRENT SURVEY CONTROL
 FW0392  ___________________________________________________________________
 FW0392* NAD 83(1986)-  37 48 02.     (N)    075 35 54.     (W)     SCALED    
 FW0392* NAVD 88     -        14.464  (meters)      47.45   (feet)  ADJUSTED  
 FW0392  ___________________________________________________________________
 FW0392  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 FW0392  DYNAMIC HT  -          14.455 (meters)      47.42  (feet)  COMP
 FW0392  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 FW0392
 FW0392  VERT ORDER  -  FIRST     CLASS I
 FW0392
 FW0392.The horizontal coordinates were scaled from a topographic map and have
 FW0392.an estimated accuracy of +/- 6 seconds.
 FW0392
 FW0392.The orthometric height was determined by differential leveling
 FW0392.and adjusted by the National Geodetic Survey in June 1991..
 FW0392
 FW0392.The geoid height was determined by GEOID03.
 FW0392
 FW0392.The dynamic height is computed by dividing the NAVD 88
 FW0392.geopotential number by the normal gravity value computed on the
 FW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0392.degrees latitude (g = 980.6199 gals.).
 FW0392
 FW0392.The modeled gravity was interpolated from observed gravity values.
 FW0392
 FW0392;                    North         East    Units  Estimated Accuracy
 FW0392;SPC VA S     - 1,166,760.    3,755,500.      MT  (+/- 180 meters Scaled)
 FW0392
 FW0392                          SUPERSEDED SURVEY CONTROL
 FW0392
 FW0392  NGVD 29 (??/??/??)   14.706  (m)           48.25   (f) ADJUSTED    1 1
 FW0392
 FW0392.Superseded values are not recommended for survey control.
 FW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0392.See file dsdata.txt to determine how the superseded data were derived.
 FW0392
 FW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG473838(NAD 83)
 FW0392_MARKER: DB = BENCH MARK DISK
 FW0392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0392_SP_SET: 52 FEET
 FW0392_STAMPING: D 422 1963
 FW0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0392
 FW0392  HISTORY     - Date     Condition        Report By
 FW0392  HISTORY     - 1963     MONUMENTED       CGS
 FW0392
 FW0392                          STATION DESCRIPTION
 FW0392
 FW0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0392'AT GARGATHA.
 FW0392'AT GARGATHA, AT THE INTERSECTION OF U.S. HIGHWAY 13, 113 FEET
 FW0392'SOUTH OF SOUTH CORNER OF THE C.B. ROSS AND SON WAREHOUSE, 40 FEET
 FW0392'NORTHWEST OF CENTER LINE OF SOUTH-BOUND LANE OF HIGHWAY, 9 1/2
 FW0392'FEET NORTHEAST OF POWER POLE 2-118 SUPPORTING ONE TRANSFORMER,
 FW0392'2.8 FEET SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT ABOVE LEVEL OF
 FW0392'HIGHWAY, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING 1
 FW0392'INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 2 INCHES.  THE
 FW0392'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF A 52 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0328 ***********************************************************************
 GV0328  DESIGNATION -  D 423
 GV0328  PID         -  GV0328
 GV0328  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 GV0328  USGS QUAD   -  CHESAPEAKE CHANNEL (1981)
 GV0328
 GV0328                         *CURRENT SURVEY CONTROL
 GV0328  ___________________________________________________________________
 GV0328* NAD 83(1986)-  37 00 13.     (N)    076 05 50.     (W)     SCALED    
 GV0328* NAVD 88     -         6.846  (meters)      22.46   (feet)  ADJUSTED  
 GV0328  ___________________________________________________________________
 GV0328  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 GV0328  DYNAMIC HT  -           6.840 (meters)      22.44  (feet)  COMP
 GV0328  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GV0328
 GV0328  VERT ORDER  -  FIRST     CLASS I
 GV0328
 GV0328.The horizontal coordinates were scaled from a topographic map and have
 GV0328.an estimated accuracy of +/- 6 seconds.
 GV0328
 GV0328.The orthometric height was determined by differential leveling
 GV0328.and adjusted by the National Geodetic Survey in June 1991..
 GV0328
 GV0328.The geoid height was determined by GEOID03.
 GV0328
 GV0328.The dynamic height is computed by dividing the NAVD 88
 GV0328.geopotential number by the normal gravity value computed on the
 GV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0328.degrees latitude (g = 980.6199 gals.).
 GV0328
 GV0328.The modeled gravity was interpolated from observed gravity values.
 GV0328
 GV0328;                    North         East    Units  Estimated Accuracy
 GV0328;SPC VA S     - 1,077,110.    3,713,840.      MT  (+/- 180 meters Scaled)
 GV0328
 GV0328                          SUPERSEDED SURVEY CONTROL
 GV0328
 GV0328  NGVD 29 (??/??/??)    7.104  (m)           23.31   (f) ADJUSTED    1 1
 GV0328
 GV0328.Superseded values are not recommended for survey control.
 GV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0328.See file dsdata.txt to determine how the superseded data were derived.
 GV0328
 GV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF023958(NAD 83)
 GV0328_MARKER: DB = BENCH MARK DISK
 GV0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0328_SP_SET: FOUNDATION
 GV0328_STAMPING: D 423 1963
 GV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0328
 GV0328  HISTORY     - Date     Condition        Report By
 GV0328  HISTORY     - 1963     MONUMENTED       CGS
 GV0328  HISTORY     - 1972     GOOD             NGS
 GV0328
 GV0328                          STATION DESCRIPTION
 GV0328
 GV0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV0328'1.6 MI N FROM THIMBLE SHOAL TUNNEL.
 GV0328'ABOUT 1.65 MILES NORTH ALONG U.S. HIGHWAY 13 FROM THE NORTH END
 GV0328'OF THIMBLE SHOAL TUNNEL, AT BENT B 99 FOR TRESTLE B, SET ON THE
 GV0328'TOP OF THE WEST END OF THE CONCRETE CAP FOR BENT AND FOUNDATION
 GV0328'OF A LIGHT POLE, 17.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 GV0328'1 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE CAP, 1 FOOT
 GV0328'NORTH OF THE NORTH EDGE OF THE BASE OF LIGHT POLE AND 5 FEET
 GV0328'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS ALSO 2.6 MILES
 GV0328'SOUTH OF THE SOUTH END OF CHESAPEAKE BAY TUNNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0275 ***********************************************************************
 FW0275  DESIGNATION -  D 424
 FW0275  PID         -  FW0275
 FW0275  STATE/COUNTY-  VA/NORTHAMPTON
 FW0275  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0275
 FW0275                         *CURRENT SURVEY CONTROL
 FW0275  ___________________________________________________________________
 FW0275* NAD 83(1986)-  37 07 13.     (N)    075 58 08.     (W)     SCALED    
 FW0275* NAVD 88     -         0.767  (meters)       2.52   (feet)  ADJUSTED  
 FW0275  ___________________________________________________________________
 FW0275  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 FW0275  DYNAMIC HT  -           0.766 (meters)       2.51  (feet)  COMP
 FW0275  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 FW0275
 FW0275  VERT ORDER  -  FIRST     CLASS II
 FW0275
 FW0275.The horizontal coordinates were scaled from a topographic map and have
 FW0275.an estimated accuracy of +/- 6 seconds.
 FW0275
 FW0275.The orthometric height was determined by differential leveling
 FW0275.and adjusted by the National Geodetic Survey in June 1991..
 FW0275
 FW0275.The geoid height was determined by GEOID03.
 FW0275
 FW0275.The dynamic height is computed by dividing the NAVD 88
 FW0275.geopotential number by the normal gravity value computed on the
 FW0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0275.degrees latitude (g = 980.6199 gals.).
 FW0275
 FW0275.The modeled gravity was interpolated from observed gravity values.
 FW0275
 FW0275;                    North         East    Units  Estimated Accuracy
 FW0275;SPC VA S     - 1,090,350.    3,724,910.      MT  (+/- 180 meters Scaled)
 FW0275
 FW0275                          SUPERSEDED SURVEY CONTROL
 FW0275
 FW0275  NGVD 29 (??/??/??)    1.020  (m)            3.35   (f) ADJUSTED    1 2
 FW0275
 FW0275.Superseded values are not recommended for survey control.
 FW0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0275.See file dsdata.txt to determine how the superseded data were derived.
 FW0275
 FW0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG139086(NAD 83)
 FW0275_MARKER: DB = BENCH MARK DISK
 FW0275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0275_SP_SET: 48 FEET
 FW0275_STAMPING: D 424 1963
 FW0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0275
 FW0275  HISTORY     - Date     Condition        Report By
 FW0275  HISTORY     - 1963     MONUMENTED       CGS
 FW0275  HISTORY     - 1972     GOOD             NGS
 FW0275
 FW0275                          STATION DESCRIPTION
 FW0275
 FW0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0275'1.4 MI S FROM CAPE CHARLES AFB.
 FW0275'AT CAPE CHARLES AIR FORCE BASE, ABOUT 1.45 MILES SOUTH ALONG AN
 FW0275'ASPHALT ROAD FROM THE MAIN (NORTH) ENTRANCE TO THE BASE, ABOUT 0.25
 FW0275'MILE NORTH OF THE NORTH END OF THE U.S. HIGHWAY 13 BRIDGE OVER
 FW0275'FISHERMANS INLET, 42 1/2 FEET WEST OF THE CENTER LINE OF THE ASPHALT
 FW0275'ROAD, 113.8 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 13, 137
 FW0275'FEET SOUTHEAST OF THE 3RD LIGHT POLE NORTH OF THE NORTH END OF THE
 FW0275'BRIDGE OVER FISHERMANS INLET, 14.8 FEET EAST OF THE EAST
 FW0275'RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY 13, 139 FEET NORTHWEST OF
 FW0275'AND ACROSS AN ASPHALT ROAD FROM THE NORTHWEST CORNER OF AN ABANDONED
 FW0275'OBSERVATION TOWER, 164 FEET NORTHWEST OF WISE TOWER A (USE)
 FW0275'DESCRIBED, 15 FEET BELOW THE LEVEL OF U.S. HIGHWAY 13, 1 FOOT
 FW0275'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 FW0275'ASPHALT ROAD AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 FW0275'ROD THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND
 FW0275'ENCASED IN A 6 INCH TILE PIPE THAT PROJECTS 6 INCHES ABOVE THE
 FW0275'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1197 ***********************************************************************
 GA1197  DESIGNATION -  D 425
 GA1197  PID         -  GA1197
 GA1197  STATE/COUNTY-  VA/WISE
 GA1197  USGS QUAD   -  EAST STONE GAP (1991)
 GA1197
 GA1197                         *CURRENT SURVEY CONTROL
 GA1197  ___________________________________________________________________
 GA1197* NAD 83(1986)-  36 52 15.     (N)    082 44 56.     (W)     SCALED    
 GA1197* NAVD 88     -       460.916  (meters)    1512.19   (feet)  ADJUSTED  
 GA1197  ___________________________________________________________________
 GA1197  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1197  DYNAMIC HT  -         460.514 (meters)    1510.87  (feet)  COMP
 GA1197  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 GA1197
 GA1197  VERT ORDER  -  FIRST     CLASS I
 GA1197
 GA1197.The horizontal coordinates were scaled from a topographic map and have
 GA1197.an estimated accuracy of +/- 6 seconds.
 GA1197
 GA1197.The orthometric height was determined by differential leveling
 GA1197.and adjusted by the National Geodetic Survey in June 1991..
 GA1197
 GA1197.The geoid height was determined by GEOID03.
 GA1197
 GA1197.The dynamic height is computed by dividing the NAVD 88
 GA1197.geopotential number by the normal gravity value computed on the
 GA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1197.degrees latitude (g = 980.6199 gals.).
 GA1197
 GA1197.The modeled gravity was interpolated from observed gravity values.
 GA1197
 GA1197;                    North         East    Units  Estimated Accuracy
 GA1197;SPC VA S     - 1,068,170.    3,121,300.      MT  (+/- 180 meters Scaled)
 GA1197
 GA1197                          SUPERSEDED SURVEY CONTROL
 GA1197
 GA1197  NGVD 29 (??/??/92)  461.060  (m)         1512.66   (f) ADJ UNCH    1 1
 GA1197
 GA1197.Superseded values are not recommended for survey control.
 GA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1197.See file dsdata.txt to determine how the superseded data were derived.
 GA1197
 GA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA441819(NAD 83)
 GA1197_MARKER: DB = BENCH MARK DISK
 GA1197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1197_SP_SET: BRIDGE
 GA1197_STAMPING: D 425 1967
 GA1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1197
 GA1197  HISTORY     - Date     Condition        Report By
 GA1197  HISTORY     - 1967     MONUMENTED       CGS
 GA1197  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GA1197
 GA1197                          STATION DESCRIPTION
 GA1197
 GA1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1197'0.6 MI NW FROM EAST STONE GAP.
 GA1197'ABOUT 0.65 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1197'RAILROAD FROM THE ELEMENTARY SCHOOL AT EAST STONE GAP, OR ABOUT
 GA1197'1.05 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1197'FROM THE STATION AT BIG STONE GAP, 0.05 MILE SOUTH OF MILEPOST 5,
 GA1197'3 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE TOP OF
 GA1197'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 GA1197'OVER THE SOUTH FORK OF POWELL RIVER, AND ABOUT 1/2 FOOT BELOW THE
 GA1197'LEVEL OF THE TRACK.
 GA1197
 GA1197                          STATION RECOVERY (1979)
 GA1197
 GA1197'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GA1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1253 ***********************************************************************
 GA1253  DESIGNATION -  D 426
 GA1253  PID         -  GA1253
 GA1253  STATE/COUNTY-  VA/SCOTT
 GA1253  USGS QUAD   -  GATE CITY (1978)
 GA1253
 GA1253                         *CURRENT SURVEY CONTROL
 GA1253  ___________________________________________________________________
 GA1253* NAD 83(1986)-  36 38 00.     (N)    082 35 21.     (W)     SCALED    
 GA1253* NAVD 88     -       401.450  (meters)    1317.09   (feet)  ADJUSTED  
 GA1253  ___________________________________________________________________
 GA1253  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GA1253  DYNAMIC HT  -         401.091 (meters)    1315.91  (feet)  COMP
 GA1253  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 GA1253
 GA1253  VERT ORDER  -  FIRST     CLASS I
 GA1253
 GA1253.The horizontal coordinates were scaled from a topographic map and have
 GA1253.an estimated accuracy of +/- 6 seconds.
 GA1253
 GA1253.The orthometric height was determined by differential leveling
 GA1253.and adjusted by the National Geodetic Survey in June 1991..
 GA1253
 GA1253.The geoid height was determined by GEOID03.
 GA1253
 GA1253.The dynamic height is computed by dividing the NAVD 88
 GA1253.geopotential number by the normal gravity value computed on the
 GA1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1253.degrees latitude (g = 980.6199 gals.).
 GA1253
 GA1253.The modeled gravity was interpolated from observed gravity values.
 GA1253
 GA1253;                    North         East    Units  Estimated Accuracy
 GA1253;SPC VA S     - 1,041,210.    3,134,380.      MT  (+/- 180 meters Scaled)
 GA1253
 GA1253                          SUPERSEDED SURVEY CONTROL
 GA1253
 GA1253  NGVD 29 (??/??/92)  401.591  (m)         1317.55   (f) ADJ UNCH    1 1
 GA1253
 GA1253.Superseded values are not recommended for survey control.
 GA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1253.See file dsdata.txt to determine how the superseded data were derived.
 GA1253
 GA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA579553(NAD 83)
 GA1253_MARKER: DB = BENCH MARK DISK
 GA1253_SETTING: 66 = SET IN ROCK OUTCROP
 GA1253_SP_SET: ROCK OUTCROP
 GA1253_STAMPING: D 426 1967
 GA1253_MARK LOGO: CGS   
 GA1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1253+STABILITY: POSITION/ELEVATION WELL
 GA1253
 GA1253  HISTORY     - Date     Condition        Report By
 GA1253  HISTORY     - 1967     MONUMENTED       CGS
 GA1253  HISTORY     - 1984     GOOD             NGS
 GA1253
 GA1253                          STATION DESCRIPTION
 GA1253
 GA1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1253'0.4 MI W FROM GATE CITY.
 GA1253'ABOUT 0.45 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1253'FROM THE STATION AT GATE CITY, 49 1/2 FEET NORTHWEST AND ACROSS
 GA1253'THE TRACK FROM MILEPOST 38, 43 FEET EAST OF THE CENTER OF THE
 GA1253'CROSSING OF THE RAILROAD AND A ROAD, 12 FEET NORTH OF THE NORTH
 GA1253'RAIL OF THE TRACK, SET IN THE TOP OF A ROCK OUTCROP, 107 FEET
 GA1253'NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF A
 GA1253'FENCE WHICH ENCLOSES A BALL PARK, AND ABOUT LEVEL WITH THE
 GA1253'TRACK.
 GA1253
 GA1253                          STATION RECOVERY (1984)
 GA1253
 GA1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1547 ***********************************************************************
 GX1547  DESIGNATION -  D 429
 GX1547  PID         -  GX1547
 GX1547  STATE/COUNTY-  VA/WYTHE
 GX1547  USGS QUAD   -  BLAND (1977)
 GX1547
 GX1547                         *CURRENT SURVEY CONTROL
 GX1547  ___________________________________________________________________
 GX1547* NAD 83(1986)-  37 00 06.     (N)    081 04 31.     (W)     SCALED    
 GX1547* NAVD 88     -       689.990  (meters)    2263.74   (feet)  ADJUSTED  
 GX1547  ___________________________________________________________________
 GX1547  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 GX1547  DYNAMIC HT  -         689.360 (meters)    2261.68  (feet)  COMP
 GX1547  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 GX1547
 GX1547  VERT ORDER  -  SECOND    CLASS 0
 GX1547
 GX1547.The horizontal coordinates were scaled from a topographic map and have
 GX1547.an estimated accuracy of +/- 6 seconds.
 GX1547
 GX1547.The orthometric height was determined by differential leveling
 GX1547.and adjusted by the National Geodetic Survey in June 1991..
 GX1547
 GX1547.The geoid height was determined by GEOID03.
 GX1547
 GX1547.The dynamic height is computed by dividing the NAVD 88
 GX1547.geopotential number by the normal gravity value computed on the
 GX1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1547.degrees latitude (g = 980.6199 gals.).
 GX1547
 GX1547.The modeled gravity was interpolated from observed gravity values.
 GX1547
 GX1547;                    North         East    Units  Estimated Accuracy
 GX1547;SPC VA S     - 1,077,290.    3,270,810.      MT  (+/- 180 meters Scaled)
 GX1547
 GX1547                          SUPERSEDED SURVEY CONTROL
 GX1547
 GX1547  NGVD 29 (??/??/92)  690.079  (m)         2264.03   (f) ADJ UNCH    2 0
 GX1547
 GX1547.Superseded values are not recommended for survey control.
 GX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1547.See file dsdata.txt to determine how the superseded data were derived.
 GX1547
 GX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA933950(NAD 83)
 GX1547_MARKER: DB = BENCH MARK DISK
 GX1547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1547_SP_SET: BRIDGE
 GX1547_STAMPING: D 429 1963
 GX1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1547
 GX1547  HISTORY     - Date     Condition        Report By
 GX1547  HISTORY     - 1963     MONUMENTED       CGS
 GX1547  HISTORY     - 1970     GOOD             NGS
 GX1547
 GX1547                          STATION DESCRIPTION
 GX1547
 GX1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1547'4.2 MI NW FROM WYTHEVILLE.
 GX1547'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 GX1547'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 GX1547'THENCE 0.45 MILE NORTH ALONG MONROE STREET TO THE JUNCTION OF STATE
 GX1547'ROADS 603 AND 610, THENCE 4.25 MILES NORTHWEST ALONG STATE ROAD
 GX1547'603.  SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH ABUTMENT
 GX1547'OF A CONCRETE BRIDGE, 9 FEET NORTH OF THE CENTER OF STATE ROAD
 GX1547'603, 1 FOOT EAST OF THE WEST END OF THE ABUTMENT, 0.8 FOOT NORTH
 GX1547'OF THE WEST END OF THE CONCRETE RAILING AND ABOUT 1 FOOT ABOVE
 GX1547'THE LEVEL OF STATE ROAD 603.
 GX1547
 GX1547                          STATION RECOVERY (1970)
 GX1547
 GX1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GX1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1760 ***********************************************************************
 GX1760  DESIGNATION -  D 43
 GX1760  PID         -  GX1760
 GX1760  STATE/COUNTY-  VA/TAZEWELL
 GX1760  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1760
 GX1760                         *CURRENT SURVEY CONTROL
 GX1760  ___________________________________________________________________
 GX1760* NAD 83(1986)-  37 07 09.     (N)    081 35 20.     (W)     SCALED    
 GX1760* NAVD 88     -       723.419  (meters)    2373.42   (feet)  ADJUSTED  
 GX1760  ___________________________________________________________________
 GX1760  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GX1760  DYNAMIC HT  -         722.767 (meters)    2371.28  (feet)  COMP
 GX1760  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GX1760
 GX1760  VERT ORDER  -  SECOND    CLASS 0
 GX1760
 GX1760.The horizontal coordinates were scaled from a topographic map and have
 GX1760.an estimated accuracy of +/- 6 seconds.
 GX1760
 GX1760.The orthometric height was determined by differential leveling
 GX1760.and adjusted by the National Geodetic Survey in June 1991..
 GX1760
 GX1760.The geoid height was determined by GEOID03.
 GX1760
 GX1760.The dynamic height is computed by dividing the NAVD 88
 GX1760.geopotential number by the normal gravity value computed on the
 GX1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1760.degrees latitude (g = 980.6199 gals.).
 GX1760
 GX1760.The modeled gravity was interpolated from observed gravity values.
 GX1760
 GX1760;                    North         East    Units  Estimated Accuracy
 GX1760;SPC VA S     - 1,091,700.    3,225,540.      MT  (+/- 180 meters Scaled)
 GX1760
 GX1760                          SUPERSEDED SURVEY CONTROL
 GX1760
 GX1760  NGVD 29 (??/??/92)  723.530  (m)         2373.78   (f) ADJ UNCH    2 0
 GX1760
 GX1760.Superseded values are not recommended for survey control.
 GX1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1760.See file dsdata.txt to determine how the superseded data were derived.
 GX1760
 GX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB476082(NAD 83)
 GX1760_MARKER: DB = BENCH MARK DISK
 GX1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1760_SP_SET: UNDERPASS
 GX1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1760
 GX1760  HISTORY     - Date     Condition        Report By
 GX1760  HISTORY     - UNK      MONUMENTED       CGS
 GX1760  HISTORY     - 1934     GOOD             NGS
 GX1760
 GX1760                          STATION DESCRIPTION
 GX1760
 GX1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX1760'3.7 MI W FROM NORTH TAZEWELL.
 GX1760'3.7 MILES WEST OF BY RAILROAD ALONG THE NORFOLK AND WESTERN RR
 GX1760'IN THE PISGAH UNDERPASS 10 FEET NORTH OF THE CENTER OF THE TRACK
 GX1760'IN THE NORTHEAST CORNER OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1514 ***********************************************************************
 GX1514  DESIGNATION -  D 430
 GX1514  PID         -  GX1514
 GX1514  STATE/COUNTY-  VA/BLAND
 GX1514  USGS QUAD   -  BLAND (1977)
 GX1514
 GX1514                         *CURRENT SURVEY CONTROL
 GX1514  ___________________________________________________________________
 GX1514* NAD 83(1986)-  37 05 00.     (N)    081 06 40.     (W)     SCALED    
 GX1514* NAVD 88     -       750.159  (meters)    2461.15   (feet)  ADJUSTED  
 GX1514  ___________________________________________________________________
 GX1514  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1514  DYNAMIC HT  -         749.470 (meters)    2458.89  (feet)  COMP
 GX1514  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 GX1514
 GX1514  VERT ORDER  -  SECOND    CLASS 0
 GX1514
 GX1514.The horizontal coordinates were scaled from a topographic map and have
 GX1514.an estimated accuracy of +/- 6 seconds.
 GX1514
 GX1514.The orthometric height was determined by differential leveling
 GX1514.and adjusted by the National Geodetic Survey in June 1991..
 GX1514
 GX1514.The geoid height was determined by GEOID03.
 GX1514
 GX1514.The dynamic height is computed by dividing the NAVD 88
 GX1514.geopotential number by the normal gravity value computed on the
 GX1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1514.degrees latitude (g = 980.6199 gals.).
 GX1514
 GX1514.The modeled gravity was interpolated from observed gravity values.
 GX1514
 GX1514;                    North         East    Units  Estimated Accuracy
 GX1514;SPC VA S     - 1,086,440.    3,267,870.      MT  (+/- 180 meters Scaled)
 GX1514
 GX1514                          SUPERSEDED SURVEY CONTROL
 GX1514
 GX1514  NGVD 29 (??/??/92)  750.219  (m)         2461.34   (f) ADJ UNCH    2 0
 GX1514
 GX1514.Superseded values are not recommended for survey control.
 GX1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1514.See file dsdata.txt to determine how the superseded data were derived.
 GX1514
 GX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB901041(NAD 83)
 GX1514_MARKER: DB = BENCH MARK DISK
 GX1514_SETTING: 66 = SET IN ROCK OUTCROP
 GX1514_SP_SET: ROCK OUTCROP
 GX1514_STAMPING: D 430 1963
 GX1514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1514+STABILITY: POSITION/ELEVATION WELL
 GX1514
 GX1514  HISTORY     - Date     Condition        Report By
 GX1514  HISTORY     - 1963     MONUMENTED       CGS
 GX1514
 GX1514                          STATION DESCRIPTION
 GX1514
 GX1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1514'1.9 MI SW FROM BLAND.
 GX1514'ABOUT 0.1 MILE SOUTHEAST ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1514'IN BLAND TO THE JUNCTION OF STATE ROAD 603, THEN TURN SOUTH ALONG
 GX1514'STATE ROAD 603 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD 617,
 GX1514'THEN TURN SOUTHWEST ALONG STATE ROAD 617 FOR 0.4 MILE.  THE MARK
 GX1514'IS SET IN OUTCROPPING ROCK THAT PROJECTS ABOUT 2 FEET ABOVE THE
 GX1514'GROUND, 20 FEET NORTHEAST OF THE CENTER OF STATE ROAD 617, 15.1
 GX1514'FEET SOUTHWEST OF A FENCE LINE, 4.8 FEET NORTH OF A STANDARD
 GX1514'METAL WITNESS SIGN, APPROXIMATELY 100 FEET NORTH OF WALKER CREEK
 GX1514'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE--
 GX1514'APPROXIMATELY 0.6 MILE SOUTHWEST OF THIS MARK THERE IS A PORTION
 GX1514'OF STATE ROAD 617 ABOUT 0.3 MILE THAT IS UNIMPROVED AND CANNOT
 GX1514'BE TRAVELED IN WET WEATHER THEREFORE THE NEXT BENCH MARK ON LINE
 GX1514'WILL BE DESCRIBED FROM ANOTHER ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0652 ***********************************************************************
 FZ0652  DESIGNATION -  D 431
 FZ0652  PID         -  FZ0652
 FZ0652  STATE/COUNTY-  VA/CARROLL
 FZ0652  USGS QUAD   -  LAMBSBURG (1977)
 FZ0652
 FZ0652                         *CURRENT SURVEY CONTROL
 FZ0652  ___________________________________________________________________
 FZ0652* NAD 83(1986)-  36 36 08.     (N)    080 52 23.     (W)     SCALED    
 FZ0652* NAVD 88     -       781.072  (meters)    2562.57   (feet)  ADJUSTED  
 FZ0652  ___________________________________________________________________
 FZ0652  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FZ0652  DYNAMIC HT  -         780.308 (meters)    2560.06  (feet)  COMP
 FZ0652  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 FZ0652
 FZ0652  VERT ORDER  -  SECOND    CLASS 0
 FZ0652
 FZ0652.The horizontal coordinates were scaled from a topographic map and have
 FZ0652.an estimated accuracy of +/- 6 seconds.
 FZ0652
 FZ0652.The orthometric height was determined by differential leveling
 FZ0652.and adjusted by the National Geodetic Survey in June 1991..
 FZ0652
 FZ0652.The geoid height was determined by GEOID03.
 FZ0652
 FZ0652.The dynamic height is computed by dividing the NAVD 88
 FZ0652.geopotential number by the normal gravity value computed on the
 FZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0652.degrees latitude (g = 980.6199 gals.).
 FZ0652
 FZ0652.The modeled gravity was interpolated from observed gravity values.
 FZ0652
 FZ0652;                    North         East    Units  Estimated Accuracy
 FZ0652;SPC VA S     - 1,032,510.    3,287,690.      MT  (+/- 180 meters Scaled)
 FZ0652
 FZ0652                          SUPERSEDED SURVEY CONTROL
 FZ0652
 FZ0652  NGVD 29 (??/??/92)  781.204  (m)         2563.00   (f) ADJ UNCH    2 0
 FZ0652
 FZ0652.Superseded values are not recommended for survey control.
 FZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0652.See file dsdata.txt to determine how the superseded data were derived.
 FZ0652
 FZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA113507(NAD 83)
 FZ0652_MARKER: DB = BENCH MARK DISK
 FZ0652_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0652_SP_SET: ROCK OUTCROP
 FZ0652_STAMPING: D 431 1963
 FZ0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0652+STABILITY: POSITION/ELEVATION WELL
 FZ0652
 FZ0652  HISTORY     - Date     Condition        Report By
 FZ0652  HISTORY     - 1963     MONUMENTED       CGS
 FZ0652  HISTORY     - 1987     GOOD             USPSQD
 FZ0652
 FZ0652                          STATION DESCRIPTION
 FZ0652
 FZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0652'10.4 MI SE FROM GALAX.
 FZ0652'1.45 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 FZ0652'IN GALAX, THEN TURN EAST ALONG STATE HIGHWAY 97 FOR 4.75 MILES,
 FZ0652'THEN TURN SOUTH ALONG SECONDARY STATE ROAD 713 FOR 1.9 MILES,
 FZ0652'THEN TURN SOUTHEAST ALONG SECONDARY STATE ROAD 608 FOR 0.45 MILE,
 FZ0652'THEN TURN SOUTHWEST ALONG SECONDARY STATE ROAD 720 FOR 0.95 MILE,
 FZ0652'THEN TURN SOUTHEAST ALONG SECONDARY STATE ROAD 790 FOR 0.85 MILE,
 FZ0652'ALSO ABOUT 6.95 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE
 FZ0652'POST OFFICE IN GALAX, THEN TURN EAST ALONG BLUE RIDGE PARKWAY FOR
 FZ0652'0.55 MILE, THEN TURN NORTH ALONG SECONDARY STATE ROAD 799 FOR 0.65
 FZ0652'MILE, THEN TURN NORTHEAST ALONG SECONDARY STATE ROAD 613 FOR 0.8
 FZ0652'MILE, THEN CONTINUE NORTHEAST ALONG SECONDARY STATE ROAD 790 FOR
 FZ0652'1.4 MILES.  THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING ROCK
 FZ0652'PROJECTING 1 FOOT ABOVE THE GROUND, 61 FEET NORTHWEST OF THE
 FZ0652'CENTER OF SECONDARY STATE ROAD 790, 1.4 FEET NORTHEAST OF A WIRE
 FZ0652'FENCE LINE, 3 FEET SOUTHEAST OF A STANDARD METAL WITNESS SIGN,
 FZ0652'ABOUT 0.3 MILE NORTHEAST OF THE COUNTY LINE AND ABOUT 2 FEET ABOVE
 FZ0652'THE LEVEL OF THE ROAD.
 FZ0652
 FZ0652                          STATION RECOVERY (1987)
 FZ0652
 FZ0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (WKB)
 FZ0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1566 ***********************************************************************
 GX1566  DESIGNATION -  D 432 RESET 1966
 GX1566  PID         -  GX1566
 GX1566  STATE/COUNTY-  VA/TAZEWELL
 GX1566  USGS QUAD   -  TIPTOP (1976)
 GX1566
 GX1566                         *CURRENT SURVEY CONTROL
 GX1566  ___________________________________________________________________
 GX1566* NAD 83(1986)-  37 11 54.     (N)    081 23 34.     (W)     SCALED    
 GX1566* NAVD 88     -       805.99   (meters)    2644.3    (feet)  RESET     
 GX1566  ___________________________________________________________________
 GX1566  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GX1566
 GX1566  VERT ORDER  -  THIRD
 GX1566
 GX1566.The horizontal coordinates were scaled from a topographic map and have
 GX1566.an estimated accuracy of +/- 6 seconds.
 GX1566
 GX1566.The orthometric height was computed from unverified reset data.
 GX1566.No vertical observational check was made to the station.
 GX1566
 GX1566.The geoid height was determined by GEOID03.
 GX1566
 GX1566;                    North         East    Units  Estimated Accuracy
 GX1566;SPC VA S     - 1,099,930.    3,243,230.      MT  (+/- 180 meters Scaled)
 GX1566
 GX1566                          SUPERSEDED SURVEY CONTROL
 GX1566
 GX1566  NGVD 29 (??/??/??)  806.09   (m)         2644.6    (f) RESET       3  
 GX1566
 GX1566.Superseded values are not recommended for survey control.
 GX1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1566.See file dsdata.txt to determine how the superseded data were derived.
 GX1566
 GX1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB651169(NAD 83)
 GX1566_MARKER: DD = SURVEY DISK
 GX1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1566_SP_SET: SIDEWALK
 GX1566_STAMPING: D 432 RESET 1966
 GX1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1566
 GX1566  HISTORY     - Date     Condition        Report By
 GX1566  HISTORY     - 1966     MONUMENTED       VADH
 GX1566
 GX1566                          STATION DESCRIPTION
 GX1566
 GX1566'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1966
 GX1566'8.1 MI SW FROM BLUEFIELD.
 GX1566'ABOUT 8.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 AND 460 FROM THE
 GX1566'POST OFFICE AT BLUEFIELD, AT THE SPRINGVILLE ELEMENTARY SCHOOL,
 GX1566'250 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY
 GX1566'19 AND 460, 150 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 GX1566'745, 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 GX1566'BUILDING, 1.5 FEET NORTH OF THE FLAGPOLE AND SET IN THE CENTER OF
 GX1566'A CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2098 ***********************************************************************
 GX2098  DESIGNATION -  D 433
 GX2098  PID         -  GX2098
 GX2098  STATE/COUNTY-  VA/BUCHANAN
 GX2098  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX2098
 GX2098                         *CURRENT SURVEY CONTROL
 GX2098  ___________________________________________________________________
 GX2098* NAD 83(1986)-  37 12 20.     (N)    081 58 31.     (W)     SCALED    
 GX2098* NAVD 88     -       433.064  (meters)    1420.81   (feet)  ADJUSTED  
 GX2098  ___________________________________________________________________
 GX2098  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GX2098  DYNAMIC HT  -         432.700 (meters)    1419.62  (feet)  COMP
 GX2098  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 GX2098
 GX2098  VERT ORDER  -  SECOND    CLASS 0
 GX2098
 GX2098.The horizontal coordinates were scaled from a topographic map and have
 GX2098.an estimated accuracy of +/- 6 seconds.
 GX2098
 GX2098.The orthometric height was determined by differential leveling
 GX2098.and adjusted by the National Geodetic Survey in June 1991..
 GX2098
 GX2098.The geoid height was determined by GEOID03.
 GX2098
 GX2098.The dynamic height is computed by dividing the NAVD 88
 GX2098.geopotential number by the normal gravity value computed on the
 GX2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2098.degrees latitude (g = 980.6199 gals.).
 GX2098
 GX2098.The modeled gravity was interpolated from observed gravity values.
 GX2098
 GX2098;                    North         East    Units  Estimated Accuracy
 GX2098;SPC VA S     - 1,102,470.    3,191,580.      MT  (+/- 180 meters Scaled)
 GX2098
 GX2098                          SUPERSEDED SURVEY CONTROL
 GX2098
 GX2098  NGVD 29 (??/??/92)  433.237  (m)         1421.38   (f) ADJ UNCH    2 0
 GX2098
 GX2098.Superseded values are not recommended for survey control.
 GX2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2098.See file dsdata.txt to determine how the superseded data were derived.
 GX2098
 GX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB134181(NAD 83)
 GX2098_MARKER: DB = BENCH MARK DISK
 GX2098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX2098_SP_SET: BRIDGE
 GX2098_STAMPING: D 433 1963
 GX2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX2098
 GX2098  HISTORY     - Date     Condition        Report By
 GX2098  HISTORY     - 1963     MONUMENTED       CGS
 GX2098
 GX2098                          STATION DESCRIPTION
 GX2098
 GX2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX2098'0.5 MI SE FROM KEEN MOUNTAIN.
 GX2098'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE AT
 GX2098'KEEN MOUNTAIN AND 1.7 MILES NORTHWEST OF MARVIN TO THE MARK SET
 GX2098'IN THE TOP OF THE SOUTHEAST HEADWALL OF A BRIDGE, 180.0 FEET EAST
 GX2098'OF THE COPPER KETTLE CAFE, 119 FEET SOUTH OF CENTERLINE OF
 GX2098'HIGHWAY, 2.0 FEET WEST OF EAST END OF HEADWALL, AND IS ABOUT
 GX2098'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0359 ***********************************************************************
 GA0359  DESIGNATION -  D 434
 GA0359  PID         -  GA0359
 GA0359  STATE/COUNTY-  VA/RUSSELL
 GA0359  USGS QUAD   -  BRUMLEY (1988)
 GA0359
 GA0359                         *CURRENT SURVEY CONTROL
 GA0359  ___________________________________________________________________
 GA0359* NAD 83(1986)-  36 51 31.     (N)    082 06 44.     (W)     SCALED    
 GA0359* NAVD 88     -       678.794  (meters)    2227.01   (feet)  ADJUSTED  
 GA0359  ___________________________________________________________________
 GA0359  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA0359  DYNAMIC HT  -         678.176 (meters)    2224.98  (feet)  COMP
 GA0359  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 GA0359
 GA0359  VERT ORDER  -  SECOND    CLASS 0
 GA0359
 GA0359.The horizontal coordinates were scaled from a topographic map and have
 GA0359.an estimated accuracy of +/- 6 seconds.
 GA0359
 GA0359.The orthometric height was determined by differential leveling
 GA0359.and adjusted by the National Geodetic Survey in June 1991..
 GA0359
 GA0359.The geoid height was determined by GEOID03.
 GA0359
 GA0359.The dynamic height is computed by dividing the NAVD 88
 GA0359.geopotential number by the normal gravity value computed on the
 GA0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0359.degrees latitude (g = 980.6199 gals.).
 GA0359
 GA0359.The modeled gravity was interpolated from observed gravity values.
 GA0359
 GA0359;                    North         East    Units  Estimated Accuracy
 GA0359;SPC VA S     - 1,064,450.    3,177,960.      MT  (+/- 180 meters Scaled)
 GA0359
 GA0359                          SUPERSEDED SURVEY CONTROL
 GA0359
 GA0359  NGVD 29 (??/??/92)  678.904  (m)         2227.37   (f) ADJ UNCH    2 0
 GA0359
 GA0359.Superseded values are not recommended for survey control.
 GA0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0359.See file dsdata.txt to determine how the superseded data were derived.
 GA0359
 GA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA008797(NAD 83)
 GA0359_MARKER: DB = BENCH MARK DISK
 GA0359_SETTING: 66 = SET IN ROCK OUTCROP
 GA0359_SP_SET: ROCK CUT
 GA0359_STAMPING: D 434 1963
 GA0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0359+STABILITY: POSITION/ELEVATION WELL
 GA0359
 GA0359  HISTORY     - Date     Condition        Report By
 GA0359  HISTORY     - 1963     MONUMENTED       CGS
 GA0359
 GA0359                          STATION DESCRIPTION
 GA0359
 GA0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0359'3.5 MI NE FROM HANSONVILLE.
 GA0359'3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 GA0359'U.S. HIGHWAYS 19 AND 58 AT HANSONVILLE, TO THE MARK SET IN THE
 GA0359'TOP OF THE FIRST STRATA OF ROCK IN A LARGE ROCK CUT, 175.0 FEET
 GA0359'NORTH OF APPROXIMATE CENTER OF A GRAVEL ROAD, 229.0 FEET NORTH OF
 GA0359'NORTHEAST CORNER OF A 2 STORY FARM HOUSE, 75.2 FEET NORTHEAST OF
 GA0359'SOUTHWEST END OF CUT, 25.6 FEET NORTHWEST OF CENTERLINE OF HIGHWAY
 GA0359'AND IS ABOUT 2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1448 ***********************************************************************
 GA1448  DESIGNATION -  D 435
 GA1448  PID         -  GA1448
 GA1448  STATE/COUNTY-  VA/LEE
 GA1448  USGS QUAD   -  KEOKEE (1978)
 GA1448
 GA1448                         *CURRENT SURVEY CONTROL
 GA1448  ___________________________________________________________________
 GA1448* NAD 83(1986)-  36 46 47.     (N)    082 52 32.     (W)     SCALED    
 GA1448* NAVD 88     -       464.897  (meters)    1525.25   (feet)  ADJUSTED  
 GA1448  ___________________________________________________________________
 GA1448  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA1448  DYNAMIC HT  -         464.489 (meters)    1523.91  (feet)  COMP
 GA1448  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 GA1448
 GA1448  VERT ORDER  -  SECOND    CLASS 0
 GA1448
 GA1448.The horizontal coordinates were scaled from a topographic map and have
 GA1448.an estimated accuracy of +/- 6 seconds.
 GA1448
 GA1448.The orthometric height was determined by differential leveling
 GA1448.and adjusted by the National Geodetic Survey in June 1991..
 GA1448
 GA1448.The geoid height was determined by GEOID03.
 GA1448
 GA1448.The dynamic height is computed by dividing the NAVD 88
 GA1448.geopotential number by the normal gravity value computed on the
 GA1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1448.degrees latitude (g = 980.6199 gals.).
 GA1448
 GA1448.The modeled gravity was interpolated from observed gravity values.
 GA1448
 GA1448;                    North         East    Units  Estimated Accuracy
 GA1448;SPC VA S     - 1,058,590.    3,109,550.      MT  (+/- 180 meters Scaled)
 GA1448
 GA1448                          SUPERSEDED SURVEY CONTROL
 GA1448
 GA1448  NGVD 29 (??/??/92)  465.04   (m)         1525.7    (f) COMPUTED    2 0
 GA1448
 GA1448.Superseded values are not recommended for survey control.
 GA1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1448.See file dsdata.txt to determine how the superseded data were derived.
 GA1448
 GA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA326720(NAD 83)
 GA1448_MARKER: DB = BENCH MARK DISK
 GA1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1448_SP_SET: CLIFF
 GA1448_STAMPING: D 435 1963
 GA1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1448
 GA1448  HISTORY     - Date     Condition        Report By
 GA1448  HISTORY     - 1963     MONUMENTED       CGS
 GA1448
 GA1448                          STATION DESCRIPTION
 GA1448
 GA1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1448'4 MI E FROM DRYDEN.
 GA1448'ABOUT 4.0 MILES EAST ALONG U.S. ALTERNATE 58 FROM THE POST
 GA1448'OFFICE AT DRYDEN TO THE MARK SET IN THE TOP OF THE MOST EASTERLY
 GA1448'POINT OF A CLIFF, 50.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 GA1448'SPRING HOUSE, 36.2 FEET NORTHEAST OF TELEPHONE POLE 7101, 30.6
 GA1448'FEET NORTHWEST OF CENTERLINE OF HIGHWAY AND IS ABOUT 2.0 FEET
 GA1448'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1449 ***********************************************************************
 FY1449  DESIGNATION -  D 436
 FY1449  PID         -  FY1449
 FY1449  STATE/COUNTY-  VA/FRANKLIN
 FY1449  USGS QUAD   -  GLADEHILL (1985)
 FY1449
 FY1449                         *CURRENT SURVEY CONTROL
 FY1449  ___________________________________________________________________
 FY1449* NAD 83(1986)-  36 59 36.     (N)    079 52 10.     (W)     SCALED    
 FY1449* NAVD 88     -       305.705  (meters)    1002.97   (feet)  ADJUSTED  
 FY1449  ___________________________________________________________________
 FY1449  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FY1449  DYNAMIC HT  -         305.453 (meters)    1002.14  (feet)  COMP
 FY1449  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 FY1449
 FY1449  VERT ORDER  -  FIRST     CLASS II
 FY1449
 FY1449.The horizontal coordinates were scaled from a topographic map and have
 FY1449.an estimated accuracy of +/- 6 seconds.
 FY1449
 FY1449.The orthometric height was determined by differential leveling
 FY1449.and adjusted by the National Geodetic Survey in June 1991..
 FY1449
 FY1449.The geoid height was determined by GEOID03.
 FY1449
 FY1449.The dynamic height is computed by dividing the NAVD 88
 FY1449.geopotential number by the normal gravity value computed on the
 FY1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1449.degrees latitude (g = 980.6199 gals.).
 FY1449
 FY1449.The modeled gravity was interpolated from observed gravity values.
 FY1449
 FY1449;                    North         East    Units  Estimated Accuracy
 FY1449;SPC VA S     - 1,074,130.    3,378,100.      MT  (+/- 180 meters Scaled)
 FY1449
 FY1449                          SUPERSEDED SURVEY CONTROL
 FY1449
 FY1449  NGVD 29 (??/??/92)  305.900  (m)         1003.61   (f) ADJ UNCH    1 2
 FY1449
 FY1449.Superseded values are not recommended for survey control.
 FY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1449.See file dsdata.txt to determine how the superseded data were derived.
 FY1449
 FY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA006947(NAD 83)
 FY1449_MARKER: DB = BENCH MARK DISK
 FY1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1449_SP_SET: BRIDGE
 FY1449_STAMPING: D 436 1964
 FY1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1449
 FY1449  HISTORY     - Date     Condition        Report By
 FY1449  HISTORY     - 1964     MONUMENTED       CGS
 FY1449  HISTORY     - 1967     GOOD             NGS
 FY1449
 FY1449                          STATION DESCRIPTION
 FY1449
 FY1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1449'1.5 MI E FROM ROCKY MOUNT.
 FY1449'2.5 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 FY1449'IN ROCKY MOUNT THENCE SOUTH ON U.S. HIGHWAY 220 BY-PASS 2.15
 FY1449'MILES TO THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL
 FY1449'OF A BRIDGE OVER A SMALL CREEK, 17.5 FEET NORTHWEST OF CENTERLINE
 FY1449'OF HIGHWAY 220 BY-PASS AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY1449
 FY1449                          STATION RECOVERY (1967)
 FY1449
 FY1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1525 ***********************************************************************
 FY1525  DESIGNATION -  D 437
 FY1525  PID         -  FY1525
 FY1525  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1525  USGS QUAD   -  BROSVILLE (1982)
 FY1525
 FY1525                         *CURRENT SURVEY CONTROL
 FY1525  ___________________________________________________________________
 FY1525* NAD 83(1986)-  36 36 13.     (N)    079 31 07.     (W)     SCALED    
 FY1525* NAVD 88     -       196.663  (meters)     645.22   (feet)  ADJUSTED  
 FY1525  ___________________________________________________________________
 FY1525  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FY1525  DYNAMIC HT  -         196.498 (meters)     644.68  (feet)  COMP
 FY1525  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 FY1525
 FY1525  VERT ORDER  -  SECOND    CLASS 0
 FY1525
 FY1525.The horizontal coordinates were scaled from a topographic map and have
 FY1525.an estimated accuracy of +/- 6 seconds.
 FY1525
 FY1525.The orthometric height was determined by differential leveling
 FY1525.and adjusted by the National Geodetic Survey in June 1991..
 FY1525
 FY1525.The geoid height was determined by GEOID03.
 FY1525
 FY1525.The dynamic height is computed by dividing the NAVD 88
 FY1525.geopotential number by the normal gravity value computed on the
 FY1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1525.degrees latitude (g = 980.6199 gals.).
 FY1525
 FY1525.The modeled gravity was interpolated from observed gravity values.
 FY1525
 FY1525;                    North         East    Units  Estimated Accuracy
 FY1525;SPC VA S     - 1,030,490.    3,408,860.      MT  (+/- 180 meters Scaled)
 FY1525
 FY1525                          SUPERSEDED SURVEY CONTROL
 FY1525
 FY1525  NGVD 29 (??/??/92)  196.894  (m)          645.98   (f) ADJ UNCH    2 0
 FY1525
 FY1525.Superseded values are not recommended for survey control.
 FY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1525.See file dsdata.txt to determine how the superseded data were derived.
 FY1525
 FY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA324519(NAD 83)
 FY1525_MARKER: DB = BENCH MARK DISK
 FY1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1525_SP_SET: CATCH BASIN
 FY1525_STAMPING: D 437 1964
 FY1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1525
 FY1525  HISTORY     - Date     Condition        Report By
 FY1525  HISTORY     - 1964     MONUMENTED       CGS
 FY1525
 FY1525                          STATION DESCRIPTION
 FY1525
 FY1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1525'5.5 MI W FROM DANVILLE.
 FY1525'5.5 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE VIADUCT AT THE
 FY1525'JUNCTION OF U.S. HIGHWAY 58 AND U.S. HIGHWAY ALTERNATE 29 AT
 FY1525'THE WEST EDGE OF DANVILLE, 5.5 MILES EAST OF BROSVILLE SCHOOL
 FY1525'TO THE MARK SET IN THE TOP OF THE NORTHWEST CORNER OF A CATCH
 FY1525'BASIN IN MEDIAN OF HIGHWAY AT JUNCTION OF U.S. HIGHWAY 58 AND
 FY1525'STATE HIGHWAY 51, 153 FEET SOUTHEAST OF APPROXIMATE CENTER OF A
 FY1525'CROSSOVER TO STATE HIGHWAY 51, 26.9 FEET NORTHEAST OF CENTERLINE
 FY1525'OF EAST BOUND LANE, 22.5 FEET SOUTHWEST OF CENTERLINE OF WEST
 FY1525'BOUND LANE, AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0827 ***********************************************************************
 FY0827  DESIGNATION -  D 438
 FY0827  PID         -  FY0827
 FY0827  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0827  USGS QUAD   -  CHATHAM (1994)
 FY0827
 FY0827                         *CURRENT SURVEY CONTROL
 FY0827  ___________________________________________________________________
 FY0827* NAD 83(1986)-  36 48 52.     (N)    079 23 02.     (W)     SCALED    
 FY0827* NAVD 88     -       184.620  (meters)     605.71   (feet)  ADJUSTED  
 FY0827  ___________________________________________________________________
 FY0827  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0827  DYNAMIC HT  -         184.473 (meters)     605.23  (feet)  COMP
 FY0827  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 FY0827
 FY0827  VERT ORDER  -  FIRST     CLASS II
 FY0827
 FY0827.The horizontal coordinates were scaled from a topographic map and have
 FY0827.an estimated accuracy of +/- 6 seconds.
 FY0827
 FY0827.The orthometric height was determined by differential leveling
 FY0827.and adjusted by the National Geodetic Survey in June 1991..
 FY0827.WARNING-Repeat measurements at this control monument indicate possible
 FY0827.vertical movement.
 FY0827
 FY0827.The geoid height was determined by GEOID03.
 FY0827
 FY0827.The dynamic height is computed by dividing the NAVD 88
 FY0827.geopotential number by the normal gravity value computed on the
 FY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0827.degrees latitude (g = 980.6199 gals.).
 FY0827
 FY0827.The modeled gravity was interpolated from observed gravity values.
 FY0827
 FY0827;                    North         East    Units  Estimated Accuracy
 FY0827;SPC VA S     - 1,053,760.    3,421,140.      MT  (+/- 180 meters Scaled)
 FY0827
 FY0827                          SUPERSEDED SURVEY CONTROL
 FY0827
 FY0827  NGVD 29 (03/05/92)  184.879  (m)          606.56   (f) ADJUSTED    1 2
 FY0827
 FY0827.Superseded values are not recommended for survey control.
 FY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0827.See file dsdata.txt to determine how the superseded data were derived.
 FY0827
 FY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA441755(NAD 83)
 FY0827_MARKER: DB = BENCH MARK DISK
 FY0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0827_SP_SET: CULVERT
 FY0827_STAMPING: D 438 1964
 FY0827_MARK LOGO: CGS   
 FY0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0827
 FY0827  HISTORY     - Date     Condition        Report By
 FY0827  HISTORY     - 1964     MONUMENTED       CGS
 FY0827  HISTORY     - 1983     GOOD             NGS
 FY0827
 FY0827                          STATION DESCRIPTION
 FY0827
 FY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0827'0.9 MI N FROM CHATHAM.
 FY0827'AT CHATHAM BY-PASS, 0.9 MILE NORTH ALONG U.S. HIGHWAY 29 BY-PASS
 FY0827'FROM THE SOUTH END TO THE MARK SET IN THE TOP OF THE SOUTH END
 FY0827'OF EAST HEADWALL OF A LARGE BOX CULVERT, 39 FEET EAST OF
 FY0827'APPROXIMATE CENTER OF NORTH BOUND LANES, 1 FOOT NORTH OF
 FY0827'SOUTH END OF HEADWALL AND IS ABOUT 8 FEET BELOW THE LEVEL OF
 FY0827'THE HIGHWAY.
 FY0827
 FY0827                          STATION RECOVERY (1983)
 FY0827
 FY0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1469 ***********************************************************************
 GW1469  DESIGNATION -  D 439
 GW1469  PID         -  GW1469
 GW1469  STATE/COUNTY-  VA/BEDFORD
 GW1469  USGS QUAD   -  BEDFORD (1989)
 GW1469
 GW1469                         *CURRENT SURVEY CONTROL
 GW1469  ___________________________________________________________________
 GW1469* NAD 83(1986)-  37 20 31.     (N)    079 32 58.     (W)     SCALED    
 GW1469* NAVD 88     -       281.338  (meters)     923.02   (feet)  POSTED    
 GW1469  ___________________________________________________________________
 GW1469  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW1469  DYNAMIC HT  -         281.110 (meters)     922.28  (feet)  COMP
 GW1469  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 GW1469
 GW1469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1469
 GW1469.The horizontal coordinates were scaled from a topographic map and have
 GW1469.an estimated accuracy of +/- 6 seconds.
 GW1469
 GW1469.The orthometric height was determined by differential leveling
 GW1469.and adjusted by the National Geodetic Survey in 1992..
 GW1469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1469.rate of 0.0 thru 1.0 mm/km.
 GW1469
 GW1469.The geoid height was determined by GEOID03.
 GW1469
 GW1469.The dynamic height is computed by dividing the NAVD 88
 GW1469.geopotential number by the normal gravity value computed on the
 GW1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1469.degrees latitude (g = 980.6199 gals.).
 GW1469
 GW1469.The modeled gravity was interpolated from observed gravity values.
 GW1469
 GW1469;                    North         East    Units  Estimated Accuracy
 GW1469;SPC VA S     - 1,112,450.    3,407,010.      MT  (+/- 180 meters Scaled)
 GW1469
 GW1469                          SUPERSEDED SURVEY CONTROL
 GW1469
 GW1469  NGVD 29 (??/??/92)  281.559  (m)          923.75   (f) ADJ UNCH    2 0
 GW1469
 GW1469.Superseded values are not recommended for survey control.
 GW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1469.See file dsdata.txt to determine how the superseded data were derived.
 GW1469
 GW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB284337(NAD 83)
 GW1469_MARKER: DB = BENCH MARK DISK
 GW1469_SETTING: 66 = SET IN ROCK OUTCROP
 GW1469_SP_SET: ROCK CUT
 GW1469_STAMPING: D 439 1964
 GW1469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1469+STABILITY: POSITION/ELEVATION WELL
 GW1469
 GW1469  HISTORY     - Date     Condition        Report By
 GW1469  HISTORY     - 1964     MONUMENTED       CGS
 GW1469
 GW1469                          STATION DESCRIPTION
 GW1469
 GW1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1469'1.1 MI W FROM BEDFORD.
 GW1469'ABOUT 1.1 MILE WEST ALONG THE N AND W RY. FROM THE STATION IN
 GW1469'BEDFORD TO THE MARK SET VERTICALLY IN A ROCK CUT, 0.1 MILE
 GW1469'EAST OF A ROAD CROSSING AND STONE CRUSHING PLANT, 10.8 FEET
 GW1469'SOUTH OF SOUTH RAIL OF TRACK AND IS ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0284 ***********************************************************************
 JW0284  DESIGNATION -  D 44
 JW0284  PID         -  JW0284
 JW0284  STATE/COUNTY-  VA/FREDERICK
 JW0284  USGS QUAD   -  GORE (1987)
 JW0284
 JW0284                         *CURRENT SURVEY CONTROL
 JW0284  ___________________________________________________________________
 JW0284* NAD 83(1986)-  39 15 48.     (N)    078 19 45.     (W)     SCALED    
 JW0284* NAVD 88     -       214.072  (meters)     702.33   (feet)  ADJUSTED  
 JW0284  ___________________________________________________________________
 JW0284  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JW0284  DYNAMIC HT  -         213.938 (meters)     701.89  (feet)  COMP
 JW0284  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JW0284
 JW0284  VERT ORDER  -  SECOND    CLASS 0
 JW0284
 JW0284.The horizontal coordinates were scaled from a topographic map and have
 JW0284.an estimated accuracy of +/- 6 seconds.
 JW0284
 JW0284.The orthometric height was determined by differential leveling
 JW0284.and adjusted by the National Geodetic Survey in June 1991..
 JW0284
 JW0284.The geoid height was determined by GEOID03.
 JW0284
 JW0284.The dynamic height is computed by dividing the NAVD 88
 JW0284.geopotential number by the normal gravity value computed on the
 JW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0284.degrees latitude (g = 980.6199 gals.).
 JW0284
 JW0284.The modeled gravity was interpolated from observed gravity values.
 JW0284
 JW0284;                    North         East    Units  Estimated Accuracy
 JW0284;SPC VA N     - 2,177,250.    3,514,740.      MT  (+/- 180 meters Scaled)
 JW0284
 JW0284                          SUPERSEDED SURVEY CONTROL
 JW0284
 JW0284  NGVD 29 (??/??/92)  214.229  (m)          702.85   (f) ADJ UNCH    2 0
 JW0284
 JW0284.Superseded values are not recommended for survey control.
 JW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0284.See file dsdata.txt to determine how the superseded data were derived.
 JW0284
 JW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD304494(NAD 83)
 JW0284_MARKER: DB = BENCH MARK DISK
 JW0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0284_STAMPING: D 44 1934
 JW0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0284+STABILITY: SURFACE MOTION
 JW0284
 JW0284  HISTORY     - Date     Condition        Report By
 JW0284  HISTORY     - 1934     MONUMENTED       CGS
 JW0284  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0284
 JW0284                          STATION DESCRIPTION
 JW0284
 JW0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0284'AT GORE.
 JW0284'AT GORE, FREDERICK COUNTY, ABOUT 90 YARDS EAST OF THE WINCHESTER
 JW0284'AND WESTERN RAILROAD STATION, ABOUT 60 YARDS EAST OF A SIDE
 JW0284'TRACK LEADING NORTHWEST, ABOUT 10 YARDS SOUTH OF THE CENTER LINE
 JW0284'OF THE MAIN TRACK, AND 3 FEET LOWER THAN THE GRADE.  A STANDARD
 JW0284'DISK, STAMPED D 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JW0284
 JW0284                          STATION RECOVERY (1998)
 JW0284
 JW0284'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0621 ***********************************************************************
 GX0621  DESIGNATION -  D 440
 GX0621  PID         -  GX0621
 GX0621  STATE/COUNTY-  VA/GILES
 GX0621  USGS QUAD   -  NARROWS (1985)
 GX0621
 GX0621                         *CURRENT SURVEY CONTROL
 GX0621  ___________________________________________________________________
 GX0621* NAD 83(1986)-  37 22 13.     (N)    080 49 08.     (W)     SCALED    
 GX0621* NAVD 88     -       469.705  (meters)    1541.02   (feet)  ADJUSTED  
 GX0621  ___________________________________________________________________
 GX0621  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0621  DYNAMIC HT  -         469.307 (meters)    1539.72  (feet)  COMP
 GX0621  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 GX0621
 GX0621  VERT ORDER  -  SECOND    CLASS 0
 GX0621
 GX0621.The horizontal coordinates were scaled from a topographic map and have
 GX0621.an estimated accuracy of +/- 6 seconds.
 GX0621
 GX0621.The orthometric height was determined by differential leveling
 GX0621.and adjusted by the National Geodetic Survey in June 1991..
 GX0621
 GX0621.The geoid height was determined by GEOID03.
 GX0621
 GX0621.The dynamic height is computed by dividing the NAVD 88
 GX0621.geopotential number by the normal gravity value computed on the
 GX0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0621.degrees latitude (g = 980.6199 gals.).
 GX0621
 GX0621.The modeled gravity was interpolated from observed gravity values.
 GX0621
 GX0621;                    North         East    Units  Estimated Accuracy
 GX0621;SPC VA S     - 1,117,600.    3,294,630.      MT  (+/- 180 meters Scaled)
 GX0621
 GX0621                          SUPERSEDED SURVEY CONTROL
 GX0621
 GX0621  NGVD 29 (??/??/92)  469.855  (m)         1541.52   (f) ADJ UNCH    2 0
 GX0621
 GX0621.Superseded values are not recommended for survey control.
 GX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0621.See file dsdata.txt to determine how the superseded data were derived.
 GX0621
 GX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB160359(NAD 83)
 GX0621_MARKER: DB = BENCH MARK DISK
 GX0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0621_SP_SET: CULVERT
 GX0621_STAMPING: D 440 1964
 GX0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0621
 GX0621  HISTORY     - Date     Condition        Report By
 GX0621  HISTORY     - 1964     MONUMENTED       CGS
 GX0621  HISTORY     - 1965     GOOD             NGS
 GX0621
 GX0621                          STATION DESCRIPTION
 GX0621
 GX0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0621'0.7 MI S FROM RICH CREEK.
 GX0621'0.7 MILE SOUTH ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX0621'RICH CREEK TO THE MARK SET IN THE TOP OF THE NORTHEAST WINGWALL
 GX0621'OF A BOX CULVERT, 20.4 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 GX0621'5.0 SOUTH OF NORTH END OF A SMALL ROCK RETAINING WALL AND IS
 GX0621'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GX0621
 GX0621                          STATION RECOVERY (1965)
 GX0621
 GX0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1770 ***********************************************************************
 GW1770  DESIGNATION -  D 441
 GW1770  PID         -  GW1770
 GW1770  STATE/COUNTY-  VA/BOTETOURT
 GW1770  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1770
 GW1770                         *CURRENT SURVEY CONTROL
 GW1770  ___________________________________________________________________
 GW1770* NAD 83(1986)-  37 46 29.     (N)    079 46 49.     (W)     SCALED    
 GW1770* NAVD 88     -       308.782  (meters)    1013.06   (feet)  ADJUSTED  
 GW1770  ___________________________________________________________________
 GW1770  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GW1770  DYNAMIC HT  -         308.539 (meters)    1012.26  (feet)  COMP
 GW1770  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 GW1770
 GW1770  VERT ORDER  -  FIRST     CLASS II
 GW1770
 GW1770.The horizontal coordinates were scaled from a topographic map and have
 GW1770.an estimated accuracy of +/- 6 seconds.
 GW1770
 GW1770.The orthometric height was determined by differential leveling
 GW1770.and adjusted by the National Geodetic Survey in June 1991..
 GW1770
 GW1770.The geoid height was determined by GEOID03.
 GW1770
 GW1770.The dynamic height is computed by dividing the NAVD 88
 GW1770.geopotential number by the normal gravity value computed on the
 GW1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1770.degrees latitude (g = 980.6199 gals.).
 GW1770
 GW1770.The modeled gravity was interpolated from observed gravity values.
 GW1770
 GW1770;                    North         East    Units  Estimated Accuracy
 GW1770;SPC VA S     - 1,160,730.    3,387,210.      MT  (+/- 180 meters Scaled)
 GW1770
 GW1770                          SUPERSEDED SURVEY CONTROL
 GW1770
 GW1770  NGVD 29 (??/??/92)  308.993  (m)         1013.75   (f) ADJ UNCH    1 2
 GW1770
 GW1770.Superseded values are not recommended for survey control.
 GW1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1770.See file dsdata.txt to determine how the superseded data were derived.
 GW1770
 GW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB074815(NAD 83)
 GW1770_MARKER: DB = BENCH MARK DISK
 GW1770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1770_STAMPING: D 441 1964
 GW1770_MARK LOGO: CGS   
 GW1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1770
 GW1770  HISTORY     - Date     Condition        Report By
 GW1770  HISTORY     - 1964     MONUMENTED       CGS
 GW1770  HISTORY     - 1984     GOOD             NGS
 GW1770
 GW1770                          STATION DESCRIPTION
 GW1770
 GW1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1770'1.6 MI SE FROM IRON GATE.
 GW1770'ABOUT 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 220 FROM THE SCHOOL
 GW1770'IN IRON GATE TO THE MARK SET IN THE TOP OF THE BRIDGE SEAT
 GW1770'OF SOUTHWEST WINGWALL OF BRIDGE OVER THE JAMES RIVER, 14.0
 GW1770'FEET WEST OF CENTERLINE OF HIGHWAY, 1.5 FEET NORTH OF WEST END
 GW1770'OF SOUTHWEST WINGWALL AND IS ABOUT 4.0 FEET BELOW THE LEVEL OF
 GW1770'THE HIGHWAY.
 GW1770
 GW1770                          STATION RECOVERY (1984)
 GW1770
 GW1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1759 ***********************************************************************
 GW1759  DESIGNATION -  D 442
 GW1759  PID         -  GW1759
 GW1759  STATE/COUNTY-  VA/BOTETOURT
 GW1759  USGS QUAD   -  SALISBURY (1985)
 GW1759
 GW1759                         *CURRENT SURVEY CONTROL
 GW1759  ___________________________________________________________________
 GW1759* NAD 83(1986)-  37 36 56.     (N)    079 47 28.     (W)     SCALED    
 GW1759* NAVD 88     -       280.463  (meters)     920.15   (feet)  ADJUSTED  
 GW1759  ___________________________________________________________________
 GW1759  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1759  DYNAMIC HT  -         280.239 (meters)     919.42  (feet)  COMP
 GW1759  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GW1759
 GW1759  VERT ORDER  -  SECOND    CLASS 0
 GW1759
 GW1759.The horizontal coordinates were scaled from a topographic map and have
 GW1759.an estimated accuracy of +/- 6 seconds.
 GW1759
 GW1759.The orthometric height was determined by differential leveling
 GW1759.and adjusted by the National Geodetic Survey in June 1991..
 GW1759
 GW1759.The geoid height was determined by GEOID03.
 GW1759
 GW1759.The dynamic height is computed by dividing the NAVD 88
 GW1759.geopotential number by the normal gravity value computed on the
 GW1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1759.degrees latitude (g = 980.6199 gals.).
 GW1759
 GW1759.The modeled gravity was interpolated from observed gravity values.
 GW1759
 GW1759;                    North         East    Units  Estimated Accuracy
 GW1759;SPC VA S     - 1,143,080.    3,386,020.      MT  (+/- 180 meters Scaled)
 GW1759
 GW1759                          SUPERSEDED SURVEY CONTROL
 GW1759
 GW1759  NGVD 29 (??/??/92)  280.662  (m)          920.81   (f) ADJ UNCH    2 0
 GW1759
 GW1759.Superseded values are not recommended for survey control.
 GW1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1759.See file dsdata.txt to determine how the superseded data were derived.
 GW1759
 GW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB066638(NAD 83)
 GW1759_MARKER: DB = BENCH MARK DISK
 GW1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1759_SP_SET: SEMAPHOR
 GW1759_STAMPING: D 442 1964
 GW1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1759
 GW1759  HISTORY     - Date     Condition        Report By
 GW1759  HISTORY     - 1964     MONUMENTED       CGS
 GW1759
 GW1759                          STATION DESCRIPTION
 GW1759
 GW1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1759'3.9 MI S FROM EAGLE MOUNTAIN.
 GW1759'ABOUT 3.9 MILES SOUTH ALONG THE C AND O RY. FROM THE STATION
 GW1759'IN EAGLE MOUNTAIN TO THE MARK SET IN THE TOP OF THE SOUTHEAST
 GW1759'CORNER OF A SEMAPHOR, 9.0 FEET WEST OF WEST RAIL, 72.0 FEET
 GW1759'SOUTH OF MILE POST 209, AND IS ABOUT 1.0 FOOT BELOW THE LEVEL
 GW1759'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0570 ***********************************************************************
 GW0570  DESIGNATION -  D 443
 GW0570  PID         -  GW0570
 GW0570  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0570  USGS QUAD   -  PROSPECT (1979)
 GW0570
 GW0570                         *CURRENT SURVEY CONTROL
 GW0570  ___________________________________________________________________
 GW0570* NAD 83(1986)-  37 18 21.     (N)    078 31 11.     (W)     SCALED    
 GW0570* NAVD 88     -       156.366  (meters)     513.01   (feet)  ADJUSTED  
 GW0570  ___________________________________________________________________
 GW0570  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GW0570  DYNAMIC HT  -         156.255 (meters)     512.65  (feet)  COMP
 GW0570  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 GW0570
 GW0570  VERT ORDER  -  SECOND    CLASS 0
 GW0570
 GW0570.The horizontal coordinates were scaled from a topographic map and have
 GW0570.an estimated accuracy of +/- 6 seconds.
 GW0570
 GW0570.The orthometric height was determined by differential leveling
 GW0570.and adjusted by the National Geodetic Survey in June 1991..
 GW0570
 GW0570.The geoid height was determined by GEOID03.
 GW0570
 GW0570.The dynamic height is computed by dividing the NAVD 88
 GW0570.geopotential number by the normal gravity value computed on the
 GW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0570.degrees latitude (g = 980.6199 gals.).
 GW0570
 GW0570.The modeled gravity was interpolated from observed gravity values.
 GW0570
 GW0570;                    North         East    Units  Estimated Accuracy
 GW0570;SPC VA S     - 1,107,920.    3,498,250.      MT  (+/- 180 meters Scaled)
 GW0570
 GW0570                          SUPERSEDED SURVEY CONTROL
 GW0570
 GW0570  NGVD 29 (??/??/92)  156.631  (m)          513.88   (f) ADJ UNCH    2 0
 GW0570
 GW0570.Superseded values are not recommended for survey control.
 GW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0570.See file dsdata.txt to determine how the superseded data were derived.
 GW0570
 GW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB198316(NAD 83)
 GW0570_MARKER: DB = BENCH MARK DISK
 GW0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0570_STAMPING: D 443 1964
 GW0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0570+STABILITY: SURFACE MOTION
 GW0570
 GW0570  HISTORY     - Date     Condition        Report By
 GW0570  HISTORY     - 1964     MONUMENTED       CGS
 GW0570  HISTORY     - 1965     GOOD             NGS
 GW0570  HISTORY     - 20010301 MARK NOT FOUND   USPSQD
 GW0570
 GW0570                          STATION DESCRIPTION
 GW0570
 GW0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0570'2.4 MI E FROM PROSPECT.
 GW0570'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 GW0570'U.S. HIGHWAY 460 AND COUNTY ROAD 626 IN PROSPECT TO THE MARK SET
 GW0570'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES, 54.0 FEET SOUTH
 GW0570'OF CENTERLINE OF HIGHWAY, 18.6 FEET WEST OF THE APPROXIMATE CENTER
 GW0570'OF A TRACK ROAD, 1.7 FEET SOUTHWEST OF A POWER LINE POLE, 1.4
 GW0570'FEET EAST OF A METAL WITNESS SIGN.
 GW0570
 GW0570                          STATION RECOVERY (2001)
 GW0570
 GW0570'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1157 ***********************************************************************
 GW1157  DESIGNATION -  D 444
 GW1157  PID         -  GW1157
 GW1157  STATE/COUNTY-  VA/AMHERST
 GW1157  USGS QUAD   -  LYNCHBURG (1984)
 GW1157
 GW1157                         *CURRENT SURVEY CONTROL
 GW1157  ___________________________________________________________________
 GW1157* NAD 83(1986)-  37 25 36.     (N)    079 07 46.     (W)     SCALED    
 GW1157* NAVD 88     -       232.069  (meters)     761.38   (feet)  ADJUSTED  
 GW1157  ___________________________________________________________________
 GW1157  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW1157  DYNAMIC HT  -         231.896 (meters)     760.81  (feet)  COMP
 GW1157  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 GW1157
 GW1157  VERT ORDER  -  SECOND    CLASS 0
 GW1157
 GW1157.The horizontal coordinates were scaled from a topographic map and have
 GW1157.an estimated accuracy of +/- 6 seconds.
 GW1157
 GW1157.The orthometric height was determined by differential leveling
 GW1157.and adjusted by the National Geodetic Survey in June 1991..
 GW1157
 GW1157.The geoid height was determined by GEOID03.
 GW1157
 GW1157.The dynamic height is computed by dividing the NAVD 88
 GW1157.geopotential number by the normal gravity value computed on the
 GW1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1157.degrees latitude (g = 980.6199 gals.).
 GW1157
 GW1157.The modeled gravity was interpolated from observed gravity values.
 GW1157
 GW1157;                    North         East    Units  Estimated Accuracy
 GW1157;SPC VA S     - 1,121,520.    3,444,290.      MT  (+/- 180 meters Scaled)
 GW1157
 GW1157                          SUPERSEDED SURVEY CONTROL
 GW1157
 GW1157  NGVD 29 (??/??/92)  232.287  (m)          762.09   (f) ADJ UNCH    2 0
 GW1157
 GW1157.Superseded values are not recommended for survey control.
 GW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1157.See file dsdata.txt to determine how the superseded data were derived.
 GW1157
 GW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB655438(NAD 83)
 GW1157_MARKER: DB = BENCH MARK DISK
 GW1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1157_SP_SET: CATCH BASIN
 GW1157_STAMPING: D 444 1965
 GW1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1157
 GW1157  HISTORY     - Date     Condition        Report By
 GW1157  HISTORY     - 1965     MONUMENTED       CGS
 GW1157  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW1157  HISTORY     - 20040219 MARK NOT FOUND   USPSQD
 GW1157
 GW1157                          STATION DESCRIPTION
 GW1157
 GW1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1157'0.8 MI N FROM LYNCHBURG.
 GW1157'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST END
 GW1157'OF THE U.S. HIGHWAY 29 VIADUCT OVER THE C AND O RY. AND THE JAMES
 GW1157'RIVER, IN LYNCHBURG TO THE MARK SET IN THE TOP OF THE SOUTHWEST
 GW1157'CORNER OF A CATCH BASIN, 0.1 MILE NORTHEAST OF STATE HIGHWAY 210,
 GW1157'27 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY AND IS ABOUT
 GW1157'1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GW1157
 GW1157                          STATION RECOVERY (1983)
 GW1157
 GW1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1157'NOT RECOVERED, THE HIGHWAY HAS BEEN WIDENED AND NO SIGNS OF A CATCH
 GW1157'BASIN COULD BE FOUND, BELIEVED COVERED OVER OR DESTROYED.
 GW1157
 GW1157                          STATION RECOVERY (2004)
 GW1157
 GW1157'RECOVERY NOTE BY US POWER SQUADRON 2004
 GW1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0540 ***********************************************************************
 HW0540  DESIGNATION -  D 445
 HW0540  PID         -  HW0540
 HW0540  STATE/COUNTY-  VA/GREENE
 HW0540  USGS QUAD   -  STANARDSVILLE (1987)
 HW0540
 HW0540                         *CURRENT SURVEY CONTROL
 HW0540  ___________________________________________________________________
 HW0540* NAD 83(1986)-  38 19 50.     (N)    078 29 26.     (W)     SCALED    
 HW0540* NAVD 88     -       391.708  (meters)    1285.13   (feet)  ADJUSTED  
 HW0540  ___________________________________________________________________
 HW0540  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HW0540  DYNAMIC HT  -         391.426 (meters)    1284.20  (feet)  COMP
 HW0540  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 HW0540
 HW0540  VERT ORDER  -  SECOND    CLASS 0
 HW0540
 HW0540.The horizontal coordinates were scaled from a topographic map and have
 HW0540.an estimated accuracy of +/- 6 seconds.
 HW0540
 HW0540.The orthometric height was determined by differential leveling
 HW0540.and adjusted by the National Geodetic Survey in June 1991..
 HW0540
 HW0540.The geoid height was determined by GEOID03.
 HW0540
 HW0540.The dynamic height is computed by dividing the NAVD 88
 HW0540.geopotential number by the normal gravity value computed on the
 HW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0540.degrees latitude (g = 980.6199 gals.).
 HW0540
 HW0540.The modeled gravity was interpolated from observed gravity values.
 HW0540
 HW0540;                    North         East    Units  Estimated Accuracy
 HW0540;SPC VA N     - 2,073,690.    3,500,830.      MT  (+/- 180 meters Scaled)
 HW0540
 HW0540                          SUPERSEDED SURVEY CONTROL
 HW0540
 HW0540  NGVD 29 (??/??/92)  391.887  (m)         1285.72   (f) ADJ UNCH    2 0
 HW0540
 HW0540.Superseded values are not recommended for survey control.
 HW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0540.See file dsdata.txt to determine how the superseded data were derived.
 HW0540
 HW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193454(NAD 83)
 HW0540_MARKER: DB = BENCH MARK DISK
 HW0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0540_SP_SET: CULVERT
 HW0540_STAMPING: D 445 1965
 HW0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0540
 HW0540  HISTORY     - Date     Condition        Report By
 HW0540  HISTORY     - 1965     MONUMENTED       CGS
 HW0540
 HW0540                          STATION DESCRIPTION
 HW0540
 HW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0540'4.1 MI NW FROM STANARDSVILLE.
 HW0540'ABOUT 4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST
 HW0540'OFFICE IN STANARDSVILLE, TO THE MARK SET IN THE TOP OF THE NORTH
 HW0540'END OF EAST HEADWALL OF A BOX CULVERT, 47 FEET NORTH OF THE
 HW0540'APPROXIMATE CENTER OF COUNTY ROAD 634, 17 FEET EAST OF THE
 HW0540'CENTERLINE OF HIGHWAY, 1.0 FOOT SOUTH OF NORTH END, AND IS ABOUT
 HW0540'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0338 ***********************************************************************
 HW0338  DESIGNATION -  D 446
 HW0338  PID         -  HW0338
 HW0338  STATE/COUNTY-  VA/MADISON
 HW0338  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0338
 HW0338                         *CURRENT SURVEY CONTROL
 HW0338  ___________________________________________________________________
 HW0338* NAD 83(1986)-  38 25 03.     (N)    078 11 59.     (W)     SCALED    
 HW0338* NAVD 88     -       177.123  (meters)     581.11   (feet)  ADJUSTED  
 HW0338  ___________________________________________________________________
 HW0338  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0338  DYNAMIC HT  -         177.005 (meters)     580.72  (feet)  COMP
 HW0338  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 HW0338
 HW0338  VERT ORDER  -  SECOND    CLASS 0
 HW0338
 HW0338.The horizontal coordinates were scaled from a topographic map and have
 HW0338.an estimated accuracy of +/- 6 seconds.
 HW0338
 HW0338.The orthometric height was determined by differential leveling
 HW0338.and adjusted by the National Geodetic Survey in June 1991..
 HW0338
 HW0338.The geoid height was determined by GEOID03.
 HW0338
 HW0338.The dynamic height is computed by dividing the NAVD 88
 HW0338.geopotential number by the normal gravity value computed on the
 HW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0338.degrees latitude (g = 980.6199 gals.).
 HW0338
 HW0338.The modeled gravity was interpolated from observed gravity values.
 HW0338
 HW0338;                    North         East    Units  Estimated Accuracy
 HW0338;SPC VA N     - 2,083,380.    3,526,220.      MT  (+/- 180 meters Scaled)
 HW0338
 HW0338                          SUPERSEDED SURVEY CONTROL
 HW0338
 HW0338  NGVD 29 (??/??/92)  177.353  (m)          581.87   (f) ADJ UNCH    2 0
 HW0338
 HW0338.Superseded values are not recommended for survey control.
 HW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0338.See file dsdata.txt to determine how the superseded data were derived.
 HW0338
 HW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC444558(NAD 83)
 HW0338_MARKER: DB = BENCH MARK DISK
 HW0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0338_STAMPING: D 446 1965
 HW0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0338+STABILITY: SURFACE MOTION
 HW0338
 HW0338  HISTORY     - Date     Condition        Report By
 HW0338  HISTORY     - 1965     MONUMENTED       CGS
 HW0338
 HW0338                          STATION DESCRIPTION
 HW0338
 HW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0338'0.4 MI SW FROM BRIGHTWOOD.
 HW0338'0.4 MILE SOUTHWEST ALONG COUNTY ROAD 607 FROM THE POST OFFICE
 HW0338'IN BRIGHTWOOD, TO THE MARK SET IN THE TOP OF A CONCRETE POST
 HW0338'PROJECTING 2-INCHES, 130 YARDS SOUTH OF THE APPROXIMATE CENTERLINE
 HW0338'OF HIGHWAY, 98 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE
 HW0338'CHURCH, 13 FEET EAST OF THE SOUTH ENTRANCE TO A GRAVEYARD, 28
 HW0338'FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 647, 61 FEET
 HW0338'NORTHWEST OF THE JUNCTION OF COUNTY ROADS, 647 AND 607, 1.5
 HW0338'FEET SOUTH OF A CONCRETE CURB AND IS ABOUT 2 FEET ABOVE THE LEVEL
 HW0338'OF COUNTY ROAD 647.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0430 ***********************************************************************
 GX0430  DESIGNATION -  D 447
 GX0430  PID         -  GX0430
 GX0430  STATE/COUNTY-  VA/GILES
 GX0430  USGS QUAD   -  NARROWS (1985)
 GX0430
 GX0430                         *CURRENT SURVEY CONTROL
 GX0430  ___________________________________________________________________
 GX0430* NAD 83(1986)-  37 21 26.     (N)    080 48 58.     (W)     SCALED    
 GX0430* NAVD 88     -       472.667  (meters)    1550.74   (feet)  ADJUSTED  
 GX0430  ___________________________________________________________________
 GX0430  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0430  DYNAMIC HT  -         472.259 (meters)    1549.40  (feet)  COMP
 GX0430  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 GX0430
 GX0430  VERT ORDER  -  SECOND    CLASS 0
 GX0430
 GX0430.The horizontal coordinates were scaled from a topographic map and have
 GX0430.an estimated accuracy of +/- 6 seconds.
 GX0430
 GX0430.The orthometric height was determined by differential leveling
 GX0430.and adjusted by the National Geodetic Survey in June 1991..
 GX0430
 GX0430.The geoid height was determined by GEOID03.
 GX0430
 GX0430.The dynamic height is computed by dividing the NAVD 88
 GX0430.geopotential number by the normal gravity value computed on the
 GX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0430.degrees latitude (g = 980.6199 gals.).
 GX0430
 GX0430.The modeled gravity was interpolated from observed gravity values.
 GX0430
 GX0430;                    North         East    Units  Estimated Accuracy
 GX0430;SPC VA S     - 1,116,140.    3,294,840.      MT  (+/- 180 meters Scaled)
 GX0430
 GX0430                          SUPERSEDED SURVEY CONTROL
 GX0430
 GX0430  NGVD 29 (??/??/92)  472.794  (m)         1551.16   (f) ADJ UNCH    2 0
 GX0430
 GX0430.Superseded values are not recommended for survey control.
 GX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0430.See file dsdata.txt to determine how the superseded data were derived.
 GX0430
 GX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB162345(NAD 83)
 GX0430_MARKER: DB = BENCH MARK DISK
 GX0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0430_SP_SET: CULVERT
 GX0430_STAMPING: D 447 1965
 GX0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0430
 GX0430  HISTORY     - Date     Condition        Report By
 GX0430  HISTORY     - 1965     MONUMENTED       CGS
 GX0430
 GX0430                          STATION DESCRIPTION
 GX0430
 GX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GX0430'2 MI W FROM NARROWS.
 GX0430'ABOUT 2.0 MILES WEST ALONG THE N AND W RR TRACK FROM THE STATION
 GX0430'IN NARROWS TO THE MARK SET IN THE TOP OF THE NORTHWEST END OF
 GX0430'SOUTHWEST HEADWALL OF A LARGE BOX CULVERT, 27.5 FEET SOUTHWEST OF
 GX0430'THE SOUTHWEST RAIL, 2.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 GX0430'HEADWALL AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0579 ***********************************************************************
 FY0579  DESIGNATION -  D 448
 FY0579  PID         -  FY0579
 FY0579  STATE/COUNTY-  VA/HALIFAX
 FY0579  USGS QUAD   -  CLOVER (1988)
 FY0579
 FY0579                         *CURRENT SURVEY CONTROL
 FY0579  ___________________________________________________________________
 FY0579* NAD 83(1986)-  36 50 39.     (N)    078 43 32.     (W)     SCALED    
 FY0579* NAVD 88     -       146.935  (meters)     482.07   (feet)  ADJUSTED  
 FY0579  ___________________________________________________________________
 FY0579  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0579  DYNAMIC HT  -         146.824 (meters)     481.71  (feet)  COMP
 FY0579  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 FY0579
 FY0579  VERT ORDER  -  SECOND    CLASS 0
 FY0579
 FY0579.The horizontal coordinates were scaled from a topographic map and have
 FY0579.an estimated accuracy of +/- 6 seconds.
 FY0579
 FY0579.The orthometric height was determined by differential leveling
 FY0579.and adjusted by the National Geodetic Survey in June 1991..
 FY0579
 FY0579.The geoid height was determined by GEOID03.
 FY0579
 FY0579.The dynamic height is computed by dividing the NAVD 88
 FY0579.geopotential number by the normal gravity value computed on the
 FY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0579.degrees latitude (g = 980.6199 gals.).
 FY0579
 FY0579.The modeled gravity was interpolated from observed gravity values.
 FY0579
 FY0579;                    North         East    Units  Estimated Accuracy
 FY0579;SPC VA S     - 1,056,710.    3,479,880.      MT  (+/- 180 meters Scaled)
 FY0579
 FY0579                          SUPERSEDED SURVEY CONTROL
 FY0579
 FY0579  NGVD 29 (??/??/92)  147.193  (m)          482.92   (f) ADJ UNCH    2 0
 FY0579
 FY0579.Superseded values are not recommended for survey control.
 FY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0579.See file dsdata.txt to determine how the superseded data were derived.
 FY0579
 FY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA027800(NAD 83)
 FY0579_MARKER: DB = BENCH MARK DISK
 FY0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0579_SP_SET: GAS PUMP
 FY0579_STAMPING: D 448 1965
 FY0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0579
 FY0579  HISTORY     - Date     Condition        Report By
 FY0579  HISTORY     - 1965     MONUMENTED       CGS
 FY0579
 FY0579                          STATION DESCRIPTION
 FY0579
 FY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0579'0.9 MI N FROM CLOVER.
 FY0579'0.9 MILE NORTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE IN
 FY0579'CLOVER, 300 FEET NORTHEAST OF THE JUNCTION OF COUNTY ROAD 600,
 FY0579'43 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 41.3 FEET
 FY0579'SOUTH OF THE SOUTH CORNER OF A BLOCK BUILDING, SET IN THE TOP
 FY0579'OF SOUTHWEST END OF A GAS PUMP FOUNDATION WHICH IS ABANDONED,
 FY0579'1.1 FEET NORTHEAST OF THE SOUTHWEST END AND IS ABOUT LEVEL WITH
 FY0579'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0521 ***********************************************************************
 FY0521  DESIGNATION -  D 449
 FY0521  PID         -  FY0521
 FY0521  STATE/COUNTY-  VA/HALIFAX
 FY0521  USGS QUAD   -  OMEGA (1980)
 FY0521
 FY0521                         *CURRENT SURVEY CONTROL
 FY0521  ___________________________________________________________________
 FY0521* NAD 83(1986)-  36 40 35.     (N)    078 49 36.     (W)     SCALED    
 FY0521* NAVD 88     -       103.041  (meters)     338.06   (feet)  ADJUSTED  
 FY0521  ___________________________________________________________________
 FY0521  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FY0521  DYNAMIC HT  -         102.963 (meters)     337.80  (feet)  COMP
 FY0521  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 FY0521
 FY0521  VERT ORDER  -  SECOND    CLASS 0
 FY0521
 FY0521.The horizontal coordinates were scaled from a topographic map and have
 FY0521.an estimated accuracy of +/- 6 seconds.
 FY0521
 FY0521.The orthometric height was determined by differential leveling
 FY0521.and adjusted by the National Geodetic Survey in June 1991..
 FY0521
 FY0521.The geoid height was determined by GEOID03.
 FY0521
 FY0521.The dynamic height is computed by dividing the NAVD 88
 FY0521.geopotential number by the normal gravity value computed on the
 FY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0521.degrees latitude (g = 980.6199 gals.).
 FY0521
 FY0521.The modeled gravity was interpolated from observed gravity values.
 FY0521
 FY0521;                    North         East    Units  Estimated Accuracy
 FY0521;SPC VA S     - 1,038,120.    3,470,800.      MT  (+/- 180 meters Scaled)
 FY0521
 FY0521                          SUPERSEDED SURVEY CONTROL
 FY0521
 FY0521  NGVD 29 (??/??/92)  103.311  (m)          338.95   (f) ADJ UNCH    2 0
 FY0521
 FY0521.Superseded values are not recommended for survey control.
 FY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0521.See file dsdata.txt to determine how the superseded data were derived.
 FY0521
 FY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA942611(NAD 83)
 FY0521_MARKER: DB = BENCH MARK DISK
 FY0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0521_SP_SET: BRIDGE
 FY0521_STAMPING: D 449 1965
 FY0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0521
 FY0521  HISTORY     - Date     Condition        Report By
 FY0521  HISTORY     - 1965     MONUMENTED       CGS
 FY0521  HISTORY     - 1966     GOOD             NGS
 FY0521  HISTORY     - 1985     GOOD             USPSQD
 FY0521
 FY0521                          STATION DESCRIPTION
 FY0521
 FY0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0521'4.5 MI E FROM RIVERDALE.
 FY0521'4.5 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF
 FY0521'U.S. HIGHWAYS 58 AND 501 IN RIVERDALE, WHICH IS IN THE SOUTH
 FY0521'EDGE OF SOUTH BOSTON, 15 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 FY0521'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER
 FY0521'GRASSY CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0521
 FY0521                          STATION RECOVERY (1985)
 FY0521
 FY0521'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3601 ***********************************************************************
 HV3601  DESIGNATION -  D 45
 HV3601  PID         -  HV3601
 HV3601  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3601  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3601
 HV3601                         *CURRENT SURVEY CONTROL
 HV3601  ___________________________________________________________________
 HV3601* NAD 83(1986)-  38 49 13.     (N)    077 40 37.     (W)     SCALED    
 HV3601* NAVD 88     -       121.870  (meters)     399.84   (feet)  ADJUSTED  
 HV3601  ___________________________________________________________________
 HV3601  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV3601  DYNAMIC HT  -         121.800 (meters)     399.61  (feet)  COMP
 HV3601  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 HV3601
 HV3601  VERT ORDER  -  SECOND    CLASS 0
 HV3601
 HV3601.The horizontal coordinates were scaled from a topographic map and have
 HV3601.an estimated accuracy of +/- 6 seconds.
 HV3601
 HV3601.The orthometric height was determined by differential leveling
 HV3601.and adjusted by the National Geodetic Survey in June 1991..
 HV3601
 HV3601.The geoid height was determined by GEOID03.
 HV3601
 HV3601.The dynamic height is computed by dividing the NAVD 88
 HV3601.geopotential number by the normal gravity value computed on the
 HV3601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3601.degrees latitude (g = 980.6199 gals.).
 HV3601
 HV3601.The modeled gravity was interpolated from observed gravity values.
 HV3601
 HV3601;                    North         East    Units  Estimated Accuracy
 HV3601;SPC VA N     - 2,128,370.    3,571,470.      MT  (+/- 180 meters Scaled)
 HV3601
 HV3601                          SUPERSEDED SURVEY CONTROL
 HV3601
 HV3601  NGVD 29 (??/??/??)  122.106  (m)          400.61   (f) ADJUSTED    2 0
 HV3601
 HV3601.Superseded values are not recommended for survey control.
 HV3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3601.See file dsdata.txt to determine how the superseded data were derived.
 HV3601
 HV3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ675002(NAD 83)
 HV3601_MARKER: DB = BENCH MARK DISK
 HV3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3601_STAMPING: 400.249 D 45 1934
 HV3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3601+STABILITY: SURFACE MOTION
 HV3601
 HV3601  HISTORY     - Date     Condition        Report By
 HV3601  HISTORY     - 1934     MONUMENTED       CGS
 HV3601  HISTORY     - 1960     GOOD             CGS
 HV3601
 HV3601                          STATION DESCRIPTION
 HV3601
 HV3601'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3601'2.4 MI NW FROM HAYMARKET.
 HV3601'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE POST
 HV3601'OFFICE AT HAYMARKET, AT THOROFARE, 7 RAILS (73 YARDS) SOUTHEAST OF
 HV3601'THE CENTER OF CROSSING OF STATE HIGHWAY 55 AND THE SOUTHERN
 HV3601'RAILWAY, 20.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 1/2 FEET
 HV3601'SOUTHEAST OF THE SECOND TELEPHONE POLE SOUTHWEST OF THE CROSSING,
 HV3601'6 1/2 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 11 FEET EAST OF
 HV3601'CROSS FENCE CORNER IN RIGHT-OF-WAY FENCE (FENCE LEADING SOUTH),
 HV3601'1 FOOT SOUTHWEST OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW
 HV3601'THE SURFACE OF THE GROUND.  NOTE-- THIS MARK CAN BE REACHED BY
 HV3601'GOING ABOUT 4.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 HV3601'THE STATION AT GAINESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0091 ***********************************************************************
 FY0091  DESIGNATION -  D 450
 FY0091  PID         -  FY0091
 FY0091  STATE/COUNTY-  VA/MECKLENBURG
 FY0091  USGS QUAD   -  BOYDTON (1990)
 FY0091
 FY0091                         *CURRENT SURVEY CONTROL
 FY0091  ___________________________________________________________________
 FY0091* NAD 83(1986)-  36 40 17.     (N)    078 22 55.     (W)     SCALED    
 FY0091* NAVD 88     -        86.209  (meters)     282.84   (feet)  ADJUSTED  
 FY0091  ___________________________________________________________________
 FY0091  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY0091  DYNAMIC HT  -          86.144 (meters)     282.62  (feet)  COMP
 FY0091  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 FY0091
 FY0091  VERT ORDER  -  SECOND    CLASS 0
 FY0091
 FY0091.The horizontal coordinates were scaled from a topographic map and have
 FY0091.an estimated accuracy of +/- 6 seconds.
 FY0091
 FY0091.The orthometric height was determined by differential leveling
 FY0091.and adjusted by the National Geodetic Survey in June 1991..
 FY0091
 FY0091.The geoid height was determined by GEOID03.
 FY0091
 FY0091.The dynamic height is computed by dividing the NAVD 88
 FY0091.geopotential number by the normal gravity value computed on the
 FY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0091.degrees latitude (g = 980.6199 gals.).
 FY0091
 FY0091.The modeled gravity was interpolated from observed gravity values.
 FY0091
 FY0091;                    North         East    Units  Estimated Accuracy
 FY0091;SPC VA S     - 1,037,520.    3,510,550.      MT  (+/- 180 meters Scaled)
 FY0091
 FY0091                          SUPERSEDED SURVEY CONTROL
 FY0091
 FY0091  NGVD 29 (??/??/92)   86.483  (m)          283.74   (f) ADJ UNCH    2 0
 FY0091
 FY0091.Superseded values are not recommended for survey control.
 FY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0091.See file dsdata.txt to determine how the superseded data were derived.
 FY0091
 FY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA339616(NAD 83)
 FY0091_MARKER: DB = BENCH MARK DISK
 FY0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0091_SP_SET: BRIDGE
 FY0091_STAMPING: D 450 1966
 FY0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0091
 FY0091  HISTORY     - Date     Condition        Report By
 FY0091  HISTORY     - 1966     MONUMENTED       CGS
 FY0091  HISTORY     - 20050321 GOOD             GEOCAC
 FY0091
 FY0091                          STATION DESCRIPTION
 FY0091
 FY0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0091'0.6 MI E FROM BOYDTON.
 FY0091'0.6 MILE EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0091'BOYDTON, 17 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, SET
 FY0091'IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER COLEMAN
 FY0091'CREEK AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 FY0091
 FY0091                          STATION RECOVERY (2005)
 FY0091
 FY0091'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0091'RECOVERED IN THE WINGWALL ON THE NORTHEAST SIDE OF THE BRIDGE OVER
 FY0091'COLEMAN CREEK, ALONG  HIGHWAY US-58 (BUSINESS). CONDITION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1593 ***********************************************************************
 FX1593  DESIGNATION -  D 451
 FX1593  PID         -  FX1593
 FX1593  STATE/COUNTY-  VA/GREENSVILLE
 FX1593  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1593
 FX1593                         *CURRENT SURVEY CONTROL
 FX1593  ___________________________________________________________________
 FX1593* NAD 83(1986)-  36 45 16.     (N)    077 39 03.     (W)     SCALED    
 FX1593* NAVD 88     -        85.783  (meters)     281.44   (feet)  ADJUSTED  
 FX1593  ___________________________________________________________________
 FX1593  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FX1593  DYNAMIC HT  -          85.718 (meters)     281.23  (feet)  COMP
 FX1593  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 FX1593
 FX1593  VERT ORDER  -  SECOND    CLASS 0
 FX1593
 FX1593.The horizontal coordinates were scaled from a topographic map and have
 FX1593.an estimated accuracy of +/- 6 seconds.
 FX1593
 FX1593.The orthometric height was determined by differential leveling
 FX1593.and adjusted by the National Geodetic Survey in June 1991..
 FX1593
 FX1593.The geoid height was determined by GEOID03.
 FX1593
 FX1593.The dynamic height is computed by dividing the NAVD 88
 FX1593.geopotential number by the normal gravity value computed on the
 FX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1593.degrees latitude (g = 980.6199 gals.).
 FX1593
 FX1593.The modeled gravity was interpolated from observed gravity values.
 FX1593
 FX1593;                    North         East    Units  Estimated Accuracy
 FX1593;SPC VA S     - 1,047,070.    3,575,830.      MT  (+/- 180 meters Scaled)
 FX1593
 FX1593                          SUPERSEDED SURVEY CONTROL
 FX1593
 FX1593  NGVD 29 (??/??/92)   86.136  (m)          282.60   (f) ADJ UNCH    2 0
 FX1593
 FX1593.Superseded values are not recommended for survey control.
 FX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1593.See file dsdata.txt to determine how the superseded data were derived.
 FX1593
 FX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF633709(NAD 83)
 FX1593_MARKER: DB = BENCH MARK DISK
 FX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1593_STAMPING: D 451 1966
 FX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1593+STABILITY: SURFACE MOTION
 FX1593
 FX1593  HISTORY     - Date     Condition        Report By
 FX1593  HISTORY     - 1966     MONUMENTED       CGS
 FX1593
 FX1593                          STATION DESCRIPTION
 FX1593
 FX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1593'6.6 MI W FROM EMPORIA.
 FX1593'ABOUT 6.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF
 FX1593'U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE OF
 FX1593'EMPORIA, 250 FEET SOUTH AND ACROSS HIGHWAY FROM A CHURCH, 0.15
 FX1593'MILE WEST OF COUNTY ROAD 607, 28 FEET SOUTHWEST OF THE CENTERLINE
 FX1593'OF HIGHWAY, 0.3 MILE EAST OF THE BRUNSWICK COUNTY LINE, 3.3
 FX1593'FEET NORTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 FX1593'POST PROJECTING 2-INCHES AND IS ABOUT 3 FEET ABOVE THE LEVEL
 FX1593'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0060 ***********************************************************************
 FX0060  DESIGNATION -  D 452
 FX0060  PID         -  FX0060
 FX0060  STATE/COUNTY-  VA/C OF NORFOLK
 FX0060  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0060
 FX0060                         *CURRENT SURVEY CONTROL
 FX0060  ___________________________________________________________________
 FX0060* NAD 83(1986)-  36 58 02.     (N)    076 17 47.     (W)     SCALED    
 FX0060* NAVD 88     -         2.569  (meters)       8.43   (feet)  ADJUSTED  
 FX0060  ___________________________________________________________________
 FX0060  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FX0060  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 FX0060  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 FX0060
 FX0060  VERT ORDER  -  FIRST     CLASS I
 FX0060
 FX0060.The horizontal coordinates were scaled from a topographic map and have
 FX0060.an estimated accuracy of +/- 6 seconds.
 FX0060
 FX0060.The orthometric height was determined by differential leveling
 FX0060.and adjusted by the National Geodetic Survey in June 1991..
 FX0060
 FX0060.The geoid height was determined by GEOID03.
 FX0060
 FX0060.The dynamic height is computed by dividing the NAVD 88
 FX0060.geopotential number by the normal gravity value computed on the
 FX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0060.degrees latitude (g = 980.6199 gals.).
 FX0060
 FX0060.The modeled gravity was interpolated from observed gravity values.
 FX0060
 FX0060;                    North         East    Units  Estimated Accuracy
 FX0060;SPC VA S     - 1,072,640.    3,696,210.      MT  (+/- 180 meters Scaled)
 FX0060
 FX0060                          SUPERSEDED SURVEY CONTROL
 FX0060
 FX0060  NGVD 29 (??/??/92)    2.819  (m)            9.25   (f) ADJ UNCH    1 1
 FX0060
 FX0060.Superseded values are not recommended for survey control.
 FX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0060.See file dsdata.txt to determine how the superseded data were derived.
 FX0060
 FX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF846920(NAD 83)
 FX0060_MARKER: DB = BENCH MARK DISK
 FX0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FX0060_SP_SET: 88 FEET
 FX0060_STAMPING: D 452 1971
 FX0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0060
 FX0060  HISTORY     - Date     Condition        Report By
 FX0060  HISTORY     - 1971     MONUMENTED       NGS
 FX0060  HISTORY     - 1978     MARK NOT FOUND   DMA
 FX0060  HISTORY     - 1979     GOOD             NGS
 FX0060  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 FX0060  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 FX0060
 FX0060                          STATION DESCRIPTION
 FX0060
 FX0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0060'AT NORFOLK.
 FX0060'AT NORFOLK, ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 60
 FX0060'(OCEAN VIEW DRIVE) FROM THE JUNCTION OF U.S. HIGHWAY 460 (GRANBY
 FX0060'STREET), AT WILLOUGHBY POINT AND NEAR THE SOUTHEAST END OF THE
 FX0060'HIGHWAY BRIDGE THAT LEADS TO THE HAMPTON-NORFOLK TUNNEL, ON THE
 FX0060'PROPERTY OF SWAINS STEAK HOUSE, NEAR THE NORTHWEST CORNER OF A
 FX0060'TRIANGULAR SHAPED PLOT OF LAND, 176.0 FEET SOUTHWEST OF THE
 FX0060'SOUTHEAST END OF THE CONCRETE GUARDRAIL ON THE BRIDGE, 182 FEET
 FX0060'SOUTHEAST OF THE CONCRETE SEAWALL, 37.3 FEET EAST OF THE NORTHEAST
 FX0060'END OF THE BRICK WALL THAT EXTENDS FROM THE EAST CORNER OF THE
 FX0060'STEAK HOUSE, 8.5 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 FX0060'SIDEWALK, 2.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 FX0060'SOUTHEAST-NORTHWEST SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK,
 FX0060'AND ON THE TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH THE
 FX0060'GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE THAT IS LEVEL
 FX0060'WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 FX0060'88 FEET.
 FX0060
 FX0060                          STATION RECOVERY (1978)
 FX0060
 FX0060'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0060'MARK NOT FOUND.
 FX0060
 FX0060                          STATION RECOVERY (1979)
 FX0060
 FX0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0060'RECOVERED IN GOOD CONDITION.
 FX0060
 FX0060                          STATION RECOVERY (1998)
 FX0060
 FX0060'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0060'MARK NOT FOUND.
 FX0060
 FX0060                          STATION RECOVERY (2002)
 FX0060
 FX0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0391 ***********************************************************************
 GV0391  DESIGNATION -  D 453
 GV0391  PID         -  GV0391
 GV0391  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV0391  USGS QUAD   -  BACONS CASTLE (1992)
 GV0391
 GV0391                         *CURRENT SURVEY CONTROL
 GV0391  ___________________________________________________________________
 GV0391* NAD 83(1986)-  37 00 51.     (N)    076 38 04.     (W)     SCALED    
 GV0391* NAVD 88     -        21.561  (meters)      70.74   (feet)  ADJUSTED  
 GV0391  ___________________________________________________________________
 GV0391  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 GV0391  DYNAMIC HT  -          21.545 (meters)      70.69  (feet)  COMP
 GV0391  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 GV0391
 GV0391  VERT ORDER  -  FIRST     CLASS I
 GV0391
 GV0391.The horizontal coordinates were scaled from a topographic map and have
 GV0391.an estimated accuracy of +/- 6 seconds.
 GV0391
 GV0391.The orthometric height was determined by differential leveling
 GV0391.and adjusted by the National Geodetic Survey in June 1991..
 GV0391
 GV0391.The geoid height was determined by GEOID03.
 GV0391
 GV0391.The dynamic height is computed by dividing the NAVD 88
 GV0391.geopotential number by the normal gravity value computed on the
 GV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0391.degrees latitude (g = 980.6199 gals.).
 GV0391
 GV0391.The modeled gravity was interpolated from observed gravity values.
 GV0391
 GV0391;                    North         East    Units  Estimated Accuracy
 GV0391;SPC VA S     - 1,077,200.    3,666,010.      MT  (+/- 180 meters Scaled)
 GV0391
 GV0391                          SUPERSEDED SURVEY CONTROL
 GV0391
 GV0391  NGVD 29 (??/??/??)   21.797  (m)           71.51   (f) ADJUSTED    1 1
 GV0391
 GV0391.Superseded values are not recommended for survey control.
 GV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0391.See file dsdata.txt to determine how the superseded data were derived.
 GV0391
 GV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF545976(NAD 83)
 GV0391_MARKER: DB = BENCH MARK DISK
 GV0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0391_SP_SET: BUILDING
 GV0391_STAMPING: D 453 1971
 GV0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0391+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2001
 GV0391
 GV0391  HISTORY     - Date     Condition        Report By
 GV0391  HISTORY     - 1971     MONUMENTED       NGS
 GV0391  HISTORY     - 1990     GOOD             USPSQD
 GV0391  HISTORY     - 19901215 GOOD             USPSQD
 GV0391  HISTORY     - 20010414 GOOD             USPSQD
 GV0391
 GV0391                          STATION DESCRIPTION
 GV0391
 GV0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0391'2.3 MI NW FROM SMITHFIELD.
 GV0391'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 GV0391'OF U.S. HIGHWAY 258 AT SMITHFIELD, AT THE HARDY ELEMENTARY SCHOOL,
 GV0391'SET VERTICALLY IN THE SOUTHWEST WING OF THE BRICK WALL AT THE
 GV0391'SOUTH CORNER OF THE MOST SOUTHWESTERLY WING OF THE BUILDING, 143.7
 GV0391'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26.6 FEET
 GV0391'NORTHEAST OF A FLAGPOLE, AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 GV0391'GROUND.
 GV0391
 GV0391                          STATION RECOVERY (1990)
 GV0391
 GV0391'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 GV0391'RECOVERED IN GOOD CONDITION.
 GV0391
 GV0391                          STATION RECOVERY (1990)
 GV0391
 GV0391'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCK)
 GV0391'RECOVERED IN GOOD CONDITION.
 GV0391
 GV0391                          STATION RECOVERY (2001)
 GV0391
 GV0391'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0461 ***********************************************************************
 GV0461  DESIGNATION -  D 454
 GV0461  PID         -  GV0461
 GV0461  STATE/COUNTY-  VA/CHARLES CITY
 GV0461  USGS QUAD   -  BRANDON (1980)
 GV0461
 GV0461                         *CURRENT SURVEY CONTROL
 GV0461  ___________________________________________________________________
 GV0461* NAD 83(1986)-  37 16 51.     (N)    076 55 48.     (W)     SCALED    
 GV0461* NAVD 88     -         9.261  (meters)      30.38   (feet)  ADJUSTED  
 GV0461  ___________________________________________________________________
 GV0461  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 GV0461  DYNAMIC HT  -           9.254 (meters)      30.36  (feet)  COMP
 GV0461  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 GV0461
 GV0461  VERT ORDER  -  FIRST     CLASS I
 GV0461
 GV0461.The horizontal coordinates were scaled from a topographic map and have
 GV0461.an estimated accuracy of +/- 6 seconds.
 GV0461
 GV0461.The orthometric height was determined by differential leveling
 GV0461.and adjusted by the National Geodetic Survey in June 1991..
 GV0461
 GV0461.The geoid height was determined by GEOID03.
 GV0461
 GV0461.The dynamic height is computed by dividing the NAVD 88
 GV0461.geopotential number by the normal gravity value computed on the
 GV0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0461.degrees latitude (g = 980.6199 gals.).
 GV0461
 GV0461.The modeled gravity was interpolated from observed gravity values.
 GV0461
 GV0461;                    North         East    Units  Estimated Accuracy
 GV0461;SPC VA S     - 1,106,310.    3,639,220.      MT  (+/- 180 meters Scaled)
 GV0461
 GV0461                          SUPERSEDED SURVEY CONTROL
 GV0461
 GV0461  NGVD 29 (??/??/??)    9.495  (m)           31.15   (f) ADJUSTED    1 1
 GV0461
 GV0461.Superseded values are not recommended for survey control.
 GV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0461.See file dsdata.txt to determine how the superseded data were derived.
 GV0461
 GV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG289277(NAD 83)
 GV0461_MARKER: DB = BENCH MARK DISK
 GV0461_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0461+WITH SETTING: INTO GROUND
 GV0461_STAMPING: D 454 1971
 GV0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0461+STABILITY: SURFACE MOTION
 GV0461
 GV0461  HISTORY     - Date     Condition        Report By
 GV0461  HISTORY     - 1971     MONUMENTED       NGS
 GV0461  HISTORY     - 19960309 GOOD             USPSQD
 GV0461  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0461  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0461
 GV0461                          STATION DESCRIPTION
 GV0461
 GV0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0461'15 MI SW FROM WILLIAMSBURG.
 GV0461'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM
 GV0461'THE INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 12.7
 GV0461'MILES WEST ALONG STATE HIGHWAY 5, THENCE 0.65 MILE SOUTH ALONG
 GV0461'COUNTY ROAD 623, 25 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GV0461'ROAD, 153 YARDS NORTHWEST OF THE CENTER OF A RAVINE, 10 FEET
 GV0461'SOUTHEAST OF A 36-INCH FORKED OAK TREE, 0.7 FOOT SOUTHWEST OF A
 GV0461'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 GV0461'ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A
 GV0461'METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE
 GV0461'GROUND AND IS ENCASED IN A 4-INCH ORANGEBURG PIPE THAT PROJECTS
 GV0461'3 INCHES.
 GV0461
 GV0461                          STATION RECOVERY (1996)
 GV0461
 GV0461'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0461'RECOVERED IN GOOD CONDITION.
 GV0461
 GV0461                          STATION RECOVERY (2000)
 GV0461
 GV0461'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0461'MARK NOT FOUND.
 GV0461
 GV0461                          STATION RECOVERY (2001)
 GV0461
 GV0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0461'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0846 ***********************************************************************
 GV0846  DESIGNATION -  D 456
 GV0846  PID         -  GV0846
 GV0846  STATE/COUNTY-  VA/KING AND QUEEN
 GV0846  USGS QUAD   -  WEST POINT (1986)
 GV0846
 GV0846                         *CURRENT SURVEY CONTROL
 GV0846  ___________________________________________________________________
 GV0846* NAD 83(1986)-  37 32 14.     (N)    076 47 10.     (W)     SCALED    
 GV0846* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 GV0846  ___________________________________________________________________
 GV0846  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0846  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 GV0846  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 GV0846
 GV0846  VERT ORDER  -  FIRST     CLASS I
 GV0846
 GV0846.The horizontal coordinates were scaled from a topographic map and have
 GV0846.an estimated accuracy of +/- 6 seconds.
 GV0846
 GV0846.The orthometric height was determined by differential leveling
 GV0846.and adjusted by the National Geodetic Survey in June 1991..
 GV0846
 GV0846.The geoid height was determined by GEOID03.
 GV0846
 GV0846.The dynamic height is computed by dividing the NAVD 88
 GV0846.geopotential number by the normal gravity value computed on the
 GV0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0846.degrees latitude (g = 980.6199 gals.).
 GV0846
 GV0846.The modeled gravity was interpolated from observed gravity values.
 GV0846
 GV0846;                    North         East    Units  Estimated Accuracy
 GV0846;SPC VA S     - 1,134,980.    3,651,460.      MT  (+/- 180 meters Scaled)
 GV0846
 GV0846                          SUPERSEDED SURVEY CONTROL
 GV0846
 GV0846  NGVD 29 (??/??/??)    3.570  (m)           11.71   (f) ADJUSTED    1 1
 GV0846
 GV0846.Superseded values are not recommended for survey control.
 GV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0846.See file dsdata.txt to determine how the superseded data were derived.
 GV0846
 GV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG421559(NAD 83)
 GV0846_MARKER: DB = BENCH MARK DISK
 GV0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0846_SP_SET: ABUTMENT
 GV0846_STAMPING: D 456 1971
 GV0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0846+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0846
 GV0846  HISTORY     - Date     Condition        Report By
 GV0846  HISTORY     - 1971     MONUMENTED       NGS
 GV0846  HISTORY     - 1978     GOOD             DMA
 GV0846  HISTORY     - 1990     GOOD             USPSQD
 GV0846  HISTORY     - 19941213 GOOD             USPSQD
 GV0846  HISTORY     - 20000219 GOOD             USPSQD
 GV0846  HISTORY     - 20041110 GOOD             USPSQD
 GV0846  HISTORY     - 20060307 GOOD             USPSQD
 GV0846
 GV0846                          STATION DESCRIPTION
 GV0846
 GV0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0846'1 MI E FROM WEST POINT.
 GV0846'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0846'WEST POINT, THENCE 0.75 MILE EAST ALONG STATE HIGHWAY 33, AT THE
 GV0846'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE MATTAPONI RIVER,
 GV0846'18.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 GV0846'SOUTHWEST OF THE SOUTHEAST END OF THE CONCRETE BANNISTER, SET IN
 GV0846'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 GV0846'THE BRIDGE AND ABOUT LEVEL WITH THE HIGHWAY.
 GV0846
 GV0846                          STATION RECOVERY (1978)
 GV0846
 GV0846'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0846'RECOVERED IN GOOD CONDITION.
 GV0846
 GV0846                          STATION RECOVERY (1990)
 GV0846
 GV0846'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0846'RECOVERED IN GOOD CONDITION.
 GV0846
 GV0846                          STATION RECOVERY (1994)
 GV0846
 GV0846'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0846'RECOVERED IN GOOD CONDITION.
 GV0846
 GV0846                          STATION RECOVERY (2000)
 GV0846
 GV0846'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0846'RECOVERED IN GOOD CONDITION.
 GV0846
 GV0846                          STATION RECOVERY (2004)
 GV0846
 GV0846'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0846'RECOVERED IN GOOD CONDITION.
 GV0846
 GV0846                          STATION RECOVERY (2006)
 GV0846
 GV0846'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0597 ***********************************************************************
 GV0597  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0597  DESIGNATION -  D 457
 GV0597  PID         -  GV0597
 GV0597  STATE/COUNTY-  VA/GLOUCESTER
 GV0597  USGS QUAD   -  YORKTOWN (1994)
 GV0597
 GV0597                         *CURRENT SURVEY CONTROL
 GV0597  ___________________________________________________________________
 GV0597* NAD 83(1986)-  37 14 55.     (N)    076 30 04.     (W)     SCALED    
 GV0597* NAVD 88     -         3.823  (meters)      12.54   (feet)  ADJUSTED  
 GV0597  ___________________________________________________________________
 GV0597  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0597  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 GV0597  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 GV0597
 GV0597  VERT ORDER  -  FIRST     CLASS I
 GV0597
 GV0597.The horizontal coordinates were scaled from a topographic map and have
 GV0597.an estimated accuracy of +/- 6 seconds.
 GV0597
 GV0597.The orthometric height was determined by differential leveling
 GV0597.and adjusted by the National Geodetic Survey in June 1991..
 GV0597
 GV0597.This Tidal Bench Mark is designated as VM 506
 GV0597.by the Center for Operational Oceanographic Products and Services.
 GV0597
 GV0597.The geoid height was determined by GEOID03.
 GV0597
 GV0597.The dynamic height is computed by dividing the NAVD 88
 GV0597.geopotential number by the normal gravity value computed on the
 GV0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0597.degrees latitude (g = 980.6199 gals.).
 GV0597
 GV0597.The modeled gravity was interpolated from observed gravity values.
 GV0597
 GV0597;                    North         East    Units  Estimated Accuracy
 GV0597;SPC VA S     - 1,103,450.    3,677,320.      MT  (+/- 180 meters Scaled)
 GV0597
 GV0597                          SUPERSEDED SURVEY CONTROL
 GV0597
 GV0597  NGVD 29 (??/??/??)    4.063  (m)           13.33   (f) ADJUSTED    1 1
 GV0597
 GV0597.Superseded values are not recommended for survey control.
 GV0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0597.See file dsdata.txt to determine how the superseded data were derived.
 GV0597
 GV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668235(NAD 83)
 GV0597_MARKER: DB = BENCH MARK DISK
 GV0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0597_SP_SET: BUILDING
 GV0597_STAMPING: D 457 1971
 GV0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0597+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0597
 GV0597  HISTORY     - Date     Condition        Report By
 GV0597  HISTORY     - 1971     MONUMENTED       NGS
 GV0597  HISTORY     - 1987     GOOD             USPSQD
 GV0597  HISTORY     - 1987     GOOD             USPSQD
 GV0597  HISTORY     - 1988     GOOD             USPSQD
 GV0597  HISTORY     - 19910527 GOOD             USPSQD
 GV0597  HISTORY     - 19961204 GOOD             USPSQD
 GV0597  HISTORY     - 20020111 GOOD             USPSQD
 GV0597  HISTORY     - 20060214 GOOD             USPSQD
 GV0597
 GV0597                          STATION DESCRIPTION
 GV0597
 GV0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0597'AT GLOUCESTER POINT.
 GV0597'AT GLOUCESTER POINT, ABOUT 0.05 MILE SOUTHEAST ALONG A PAVED
 GV0597'STREET FROM THE POST OFFICE, THENCE 0.25 MILE SOUTHWEST ALONG
 GV0597'STATE ROAD 1208, AT THE VIRGINIA INSTITUTE OF MARINE SCIENCE,
 GV0597'AT BYRD HALL, 295 FEET SOUTHEAST OF THE CENTER LINE OF THE STATE
 GV0597'ROAD, SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE AND
 GV0597'BRICK WALL OF BYRD HALL, 0.8 FOOT NORTHWEST OF THE EAST CORNER
 GV0597'OF THE BUILDING, 20.0 FEET NORTHWEST OF A CONCRETE RETAINING WALL
 GV0597'ALONG THE NORTHWEST BANK OF THE YORK RIVER, AND ABOUT 4 FEET
 GV0597'ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- THE BUILDING IS
 GV0597'REPORTED TO BE BUILT ON CONCRETE PILING THAT ARE 40 FEET DEEP.
 GV0597
 GV0597                          STATION RECOVERY (1987)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 1987 (VHF)
 GV0597'RECOVERED IN GOOD CONDITION.
 GV0597
 GV0597                          STATION RECOVERY (1987)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARF)
 GV0597'RECOVERED IN GOOD CONDITION.
 GV0597
 GV0597                          STATION RECOVERY (1988)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0597'RECOVERED IN GOOD CONDITION.
 GV0597
 GV0597                          STATION RECOVERY (1991)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0597'RECOVERED IN GOOD CONDITION.
 GV0597
 GV0597                          STATION RECOVERY (1996)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0597'RECOVERED IN GOOD CONDITION.
 GV0597
 GV0597                          STATION RECOVERY (2002)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0597'BUILDING HAS BEEN ADDED TO AND MARK IS 20FT NW FROM CORNER OF BUILDING
 GV0597' 
 GV0597
 GV0597                          STATION RECOVERY (2006)
 GV0597
 GV0597'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0278 ***********************************************************************
 GV0278  DESIGNATION -  D 458
 GV0278  PID         -  GV0278
 GV0278  STATE/COUNTY-  VA/GLOUCESTER
 GV0278  USGS QUAD   -  WARE NECK (1980)
 GV0278
 GV0278                         *CURRENT SURVEY CONTROL
 GV0278  ___________________________________________________________________
 GV0278* NAD 83(1986)-  37 26 17.     (N)    076 28 38.     (W)     SCALED    
 GV0278* NAVD 88     -        10.998  (meters)      36.08   (feet)  ADJUSTED  
 GV0278  ___________________________________________________________________
 GV0278  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 GV0278  DYNAMIC HT  -          10.990 (meters)      36.06  (feet)  COMP
 GV0278  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 GV0278
 GV0278  VERT ORDER  -  FIRST     CLASS I
 GV0278
 GV0278.The horizontal coordinates were scaled from a topographic map and have
 GV0278.an estimated accuracy of +/- 6 seconds.
 GV0278
 GV0278.The orthometric height was determined by differential leveling
 GV0278.and adjusted by the National Geodetic Survey in June 1991..
 GV0278
 GV0278.The geoid height was determined by GEOID03.
 GV0278
 GV0278.The dynamic height is computed by dividing the NAVD 88
 GV0278.geopotential number by the normal gravity value computed on the
 GV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0278.degrees latitude (g = 980.6199 gals.).
 GV0278
 GV0278.The modeled gravity was interpolated from observed gravity values.
 GV0278
 GV0278;                    North         East    Units  Estimated Accuracy
 GV0278;SPC VA S     - 1,124,510.    3,678,990.      MT  (+/- 180 meters Scaled)
 GV0278
 GV0278                          SUPERSEDED SURVEY CONTROL
 GV0278
 GV0278  NGVD 29 (??/??/??)   11.238  (m)           36.87   (f) ADJUSTED    1 1
 GV0278
 GV0278.Superseded values are not recommended for survey control.
 GV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0278.See file dsdata.txt to determine how the superseded data were derived.
 GV0278
 GV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG693444(NAD 83)
 GV0278_MARKER: DB = BENCH MARK DISK
 GV0278_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0278+WITH SETTING: INTO GROUND
 GV0278_STAMPING: D 458 1971
 GV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0278+STABILITY: SURFACE MOTION
 GV0278
 GV0278  HISTORY     - Date     Condition        Report By
 GV0278  HISTORY     - 1971     MONUMENTED       NGS
 GV0278  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 GV0278  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0278
 GV0278                          STATION DESCRIPTION
 GV0278
 GV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0278'3.8 MI NE FROM GLOUCESTER.
 GV0278'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0278'OFFICE AT GLOUCESTER, THENCE 3.35 MILES NORTHEAST ALONG STATE
 GV0278'HIGHWAYS 3 AND 14, 0.15 MILE SOUTH OF THE M AND G TRANSPORTATION
 GV0278'CO. OFFICE AND LOADING DOCK, 60 YARDS EAST OF THE EAST CORNER OF A
 GV0278'BRICK HOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAYS, 23
 GV0278'FEET NORTH OF THE CENTER LINE OF COUNTY ROAD NO. 680 LEADING
 GV0278'EASTERLY, 2 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A
 GV0278'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, ON THE
 GV0278'TOP OF A 4 FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 GV0278'PLATE, THE DISK IS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND
 GV0278'ENCASED IN A 4 INCH PLASTIC PIPE THAT PROJECTS 6 INCHES ABOVE THE
 GV0278'LEVEL OF THE GROUND.
 GV0278
 GV0278                          STATION RECOVERY (1997)
 GV0278
 GV0278'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0278'MARK NOT FOUND.
 GV0278
 GV0278                          STATION RECOVERY (2002)
 GV0278
 GV0278'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0887 ***********************************************************************
 GV0887  DESIGNATION -  D 459
 GV0887  PID         -  GV0887
 GV0887  STATE/COUNTY-  VA/MIDDLESEX
 GV0887  USGS QUAD   -  CHURCH VIEW (1992)
 GV0887
 GV0887                         *CURRENT SURVEY CONTROL
 GV0887  ___________________________________________________________________
 GV0887* NAD 83(1986)-  37 44 06.     (N)    076 43 16.     (W)     SCALED    
 GV0887* NAVD 88     -        32.023  (meters)     105.06   (feet)  ADJUSTED  
 GV0887  ___________________________________________________________________
 GV0887  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 GV0887  DYNAMIC HT  -          32.001 (meters)     104.99  (feet)  COMP
 GV0887  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 GV0887  OBS GRAVITY -     979,956.7   (mgal)                       GRAV_OBS
 GV0887
 GV0887  VERT ORDER  -  FIRST     CLASS I
 GV0887
 GV0887.The horizontal coordinates were scaled from a topographic map and have
 GV0887.an estimated accuracy of +/- 6 seconds.
 GV0887
 GV0887.The orthometric height was determined by differential leveling
 GV0887.and adjusted by the National Geodetic Survey in June 1991..
 GV0887
 GV0887.The geoid height was determined by GEOID03.
 GV0887
 GV0887.The dynamic height is computed by dividing the NAVD 88
 GV0887.geopotential number by the normal gravity value computed on the
 GV0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0887.degrees latitude (g = 980.6199 gals.).
 GV0887
 GV0887.The modeled gravity was interpolated from observed gravity values.
 GV0887.The observed gravity was obtained from relative gravimeter ties
 GV0887.to the IGSN71 gravity network.
 GV0887
 GV0887;                    North         East    Units  Estimated Accuracy
 GV0887;SPC VA S     - 1,157,030.    3,656,790.      MT  (+/- 180 meters Scaled)
 GV0887
 GV0887                          SUPERSEDED SURVEY CONTROL
 GV0887
 GV0887  NGVD 29 (??/??/??)   32.265  (m)          105.86   (f) ADJUSTED    1 1
 GV0887
 GV0887.Superseded values are not recommended for survey control.
 GV0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0887.See file dsdata.txt to determine how the superseded data were derived.
 GV0887
 GV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG483778(NAD 83)
 GV0887_MARKER: DB = BENCH MARK DISK
 GV0887_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0887+WITH SETTING: INTO GROUND
 GV0887_STAMPING: D 459 1971
 GV0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0887+STABILITY: SURFACE MOTION
 GV0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0887+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0887
 GV0887  HISTORY     - Date     Condition        Report By
 GV0887  HISTORY     - 1971     MONUMENTED       NGS
 GV0887  HISTORY     - 1978     GOOD             DMA
 GV0887  HISTORY     - 19980215 GOOD             USPSQD
 GV0887  HISTORY     - 20030322 GOOD             USPSQD
 GV0887  HISTORY     - 20060110 GOOD             USPSQD
 GV0887
 GV0887                          STATION DESCRIPTION
 GV0887
 GV0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0887'6.2 MI SE FROM CENTER CROSS.
 GV0887'ABOUT 6.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0887'OFFICE AT CENTER CROSS, 49 FEET EAST OF THE CENTER LINE OF THE
 GV0887'HIGHWAY, 2 FEET WEST OF POWER LINE POLE NO. 75742, 1 FOOT SOUTH
 GV0887'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 GV0887'AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS
 GV0887'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES BELOW THE
 GV0887'LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PIPE THAT IS FLUSH
 GV0887'WITH THE LEVEL OF THE GROUND.
 GV0887
 GV0887                          STATION RECOVERY (1978)
 GV0887
 GV0887'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0887'MARK IS 2.5 FT. WEST NORTHWEST POWER LINE POLE NUMBER QD 89.
 GV0887
 GV0887                          STATION RECOVERY (1998)
 GV0887
 GV0887'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0887'RECOVERED IN GOOD CONDITION.
 GV0887
 GV0887                          STATION RECOVERY (2003)
 GV0887
 GV0887'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0887'NEW POLE NUMBER IS QG75
 GV0887
 GV0887                          STATION RECOVERY (2006)
 GV0887
 GV0887'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0058 ***********************************************************************
 GV0058  DESIGNATION -  D 460
 GV0058  PID         -  GV0058
 GV0058  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0058  USGS QUAD   -  BURGESS (1973)
 GV0058
 GV0058                         *CURRENT SURVEY CONTROL
 GV0058  ___________________________________________________________________
 GV0058* NAD 83(1986)-  37 53 20.     (N)    076 22 01.     (W)     SCALED    
 GV0058* NAVD 88     -        27.586  (meters)      90.51   (feet)  ADJUSTED  
 GV0058  ___________________________________________________________________
 GV0058  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 GV0058  DYNAMIC HT  -          27.567 (meters)      90.44  (feet)  COMP
 GV0058  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 GV0058
 GV0058  VERT ORDER  -  FIRST     CLASS I
 GV0058
 GV0058.The horizontal coordinates were scaled from a topographic map and have
 GV0058.an estimated accuracy of +/- 6 seconds.
 GV0058
 GV0058.The orthometric height was determined by differential leveling
 GV0058.and adjusted by the National Geodetic Survey in June 1991..
 GV0058
 GV0058.The geoid height was determined by GEOID03.
 GV0058
 GV0058.The dynamic height is computed by dividing the NAVD 88
 GV0058.geopotential number by the normal gravity value computed on the
 GV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0058.degrees latitude (g = 980.6199 gals.).
 GV0058
 GV0058.The modeled gravity was interpolated from observed gravity values.
 GV0058
 GV0058;                    North         East    Units  Estimated Accuracy
 GV0058;SPC VA S     - 1,174,750.    3,687,620.      MT  (+/- 180 meters Scaled)
 GV0058
 GV0058                          SUPERSEDED SURVEY CONTROL
 GV0058
 GV0058  NGVD 29 (??/??/??)   27.829  (m)           91.30   (f) ADJUSTED    1 1
 GV0058
 GV0058.Superseded values are not recommended for survey control.
 GV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0058.See file dsdata.txt to determine how the superseded data were derived.
 GV0058
 GV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG798943(NAD 83)
 GV0058_MARKER: DB = BENCH MARK DISK
 GV0058_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0058+WITH SETTING: INTO GROUND
 GV0058_STAMPING: D 460 1971
 GV0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0058+STABILITY: SURFACE MOTION
 GV0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0058+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0058
 GV0058  HISTORY     - Date     Condition        Report By
 GV0058  HISTORY     - 1971     MONUMENTED       NGS
 GV0058  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0058  HISTORY     - 19940530 GOOD             USPSQD
 GV0058  HISTORY     - 20020307 GOOD             USPSQD
 GV0058  HISTORY     - 20051026 GOOD             USPSQD
 GV0058
 GV0058                          STATION DESCRIPTION
 GV0058
 GV0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0058'1.1 MI W FROM BURGESS.
 GV0058'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 GV0058'STATE HIGHWAY 200 AT BURGESS, ABOUT 0.1 MILE NORTHEAST OF THE
 GV0058'JUNCTION OF COUNTY ROAD 640 WHICH LEADS NORTHEAST, 27 FEET NORTHWEST
 GV0058'OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHWEST OF THE ORA C.
 GV0058'LEWIS MONUMENT IN A SMALL GRAVEYARD, 2 FEET NORTHEAST OF POWER POLE
 GV0058'NUMBER 36201, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 GV0058'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT
 GV0058'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 GV0058'PLATE.  THE DISK IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND
 GV0058'IS PROTECTED BY A 4-INCH ORANGEBURG PIPE WHICH IS LEVEL WITH
 GV0058'THE GROUND.
 GV0058
 GV0058                          STATION RECOVERY (1989)
 GV0058
 GV0058'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDR)
 GV0058'MARK NOT FOUND.
 GV0058
 GV0058                          STATION RECOVERY (1994)
 GV0058
 GV0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0058'RECOVERED IN GOOD CONDITION.
 GV0058
 GV0058                          STATION RECOVERY (2002)
 GV0058
 GV0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0058'RECOVERED IN GOOD CONDITION.
 GV0058
 GV0058                          STATION RECOVERY (2005)
 GV0058
 GV0058'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0876 ***********************************************************************
 GV0876  DESIGNATION -  D 461
 GV0876  PID         -  GV0876
 GV0876  STATE/COUNTY-  VA/MIDDLESEX
 GV0876  USGS QUAD   -  CHURCH VIEW (1992)
 GV0876
 GV0876                         *CURRENT SURVEY CONTROL
 GV0876  ___________________________________________________________________
 GV0876* NAD 83(1986)-  37 39 48.     (N)    076 39 40.     (W)     SCALED    
 GV0876* NAVD 88     -        28.558  (meters)      93.69   (feet)  ADJUSTED  
 GV0876  ___________________________________________________________________
 GV0876  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 GV0876  DYNAMIC HT  -          28.539 (meters)      93.63  (feet)  COMP
 GV0876  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 GV0876  OBS GRAVITY -     979,948.5   (mgal)                       GRAV_OBS
 GV0876
 GV0876  VERT ORDER  -  FIRST     CLASS I
 GV0876
 GV0876.The horizontal coordinates were scaled from a topographic map and have
 GV0876.an estimated accuracy of +/- 6 seconds.
 GV0876
 GV0876.The orthometric height was determined by differential leveling
 GV0876.and adjusted by the National Geodetic Survey in June 1991..
 GV0876
 GV0876.The geoid height was determined by GEOID03.
 GV0876
 GV0876.The dynamic height is computed by dividing the NAVD 88
 GV0876.geopotential number by the normal gravity value computed on the
 GV0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0876.degrees latitude (g = 980.6199 gals.).
 GV0876
 GV0876.The modeled gravity was interpolated from observed gravity values.
 GV0876.The observed gravity was obtained from relative gravimeter ties
 GV0876.to the IGSN71 gravity network.
 GV0876
 GV0876;                    North         East    Units  Estimated Accuracy
 GV0876;SPC VA S     - 1,149,180.    3,662,230.      MT  (+/- 180 meters Scaled)
 GV0876
 GV0876                          SUPERSEDED SURVEY CONTROL
 GV0876
 GV0876  NGVD 29 (??/??/??)   28.799  (m)           94.48   (f) ADJUSTED    1 1
 GV0876
 GV0876.Superseded values are not recommended for survey control.
 GV0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0876.See file dsdata.txt to determine how the superseded data were derived.
 GV0876
 GV0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG534697(NAD 83)
 GV0876_MARKER: DB = BENCH MARK DISK
 GV0876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0876_SP_SET: 56 FEET
 GV0876_STAMPING: D 461 1971
 GV0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0876+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0876
 GV0876  HISTORY     - Date     Condition        Report By
 GV0876  HISTORY     - 1971     MONUMENTED       NGS
 GV0876  HISTORY     - 1978     GOOD             DMA
 GV0876  HISTORY     - 1982     GOOD             USPSQD
 GV0876  HISTORY     - 20030322 GOOD             USPSQD
 GV0876  HISTORY     - 20060110 GOOD             USPSQD
 GV0876
 GV0876                          STATION DESCRIPTION
 GV0876
 GV0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0876'5.4 MI NW FROM SALUDA.
 GV0876'ABOUT 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE COURTHOUSE
 GV0876'AT SALUDA, ON THE PROPERTY OF MR. EDDIE L. HEALY, 126 FEET
 GV0876'NORTHEAST OF THE PROPOSED CENTER LINE OF THE NORTHWEST LANE OF
 GV0876'THE U.S. HIGHWAY, 92 FEET NORTHWEST OF THE CENTER LINE OF A
 GV0876'DRIVEWAY, 108 FEET SOUTHWEST OF THE WEST CORNER OF A NEW BRICK
 GV0876'HOME, 6 1/2 FEET SOUTHEAST OF POWER LINE POLE H 2007-CN 78, 5
 GV0876'FEET NORTHWEST OF THE BASE OF A GUY WIRE, 0.4 FOOT NORTHEAST OF A
 GV0876'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON
 GV0876'THE TOP OF A COPPER COATED STEEL ROD THAT IS 1 INCH BELOW THE
 GV0876'LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PIPE THAT IS FLUSH
 GV0876'WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 GV0876
 GV0876                          STATION RECOVERY (1978)
 GV0876
 GV0876'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0876'RECOVERED IN GOOD CONDITION.
 GV0876
 GV0876                          STATION RECOVERY (1982)
 GV0876
 GV0876'RECOVERY NOTE BY US POWER SQUADRON 1982 (MAD)
 GV0876'RECOVERED IN GOOD CONDITION.
 GV0876
 GV0876                          STATION RECOVERY (2003)
 GV0876
 GV0876'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 GV0876'POWER POLE NO LONGER EXISTS.
 GV0876
 GV0876                          STATION RECOVERY (2006)
 GV0876
 GV0876'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0876'HOUSE IS AT 7911 TIDEWATER TRAIL. MARK IS IN THE MIDDLE OF FRONT YARD.
 GV0876' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2975 ***********************************************************************
 HV2975  CBN         -  This is a Cooperative Base Network Control Station.
 HV2975  DESIGNATION -  D 462
 HV2975  PID         -  HV2975
 HV2975  STATE/COUNTY-  VA/KING GEORGE
 HV2975  USGS QUAD   -  KING GEORGE (1982)
 HV2975
 HV2975                         *CURRENT SURVEY CONTROL
 HV2975  ___________________________________________________________________
 HV2975* NAD 83(1993)-  38 16 18.79742(N)    077 08 13.99710(W)     ADJUSTED  
 HV2975* NAVD 88     -        56.016  (meters)     183.78   (feet)  ADJUSTED  
 HV2975  ___________________________________________________________________
 HV2975  X           -   1,116,158.642 (meters)                     COMP
 HV2975  Y           -  -4,887,994.250 (meters)                     COMP
 HV2975  Z           -   3,929,195.633 (meters)                     COMP
 HV2975  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 HV2975  ELLIP HEIGHT-          22.93  (meters)          (07/14/04) GPS OBS
 HV2975  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HV2975  DYNAMIC HT  -          55.981 (meters)     183.66  (feet)  COMP
 HV2975  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 HV2975
 HV2975  HORZ ORDER  -  A
 HV2975  VERT ORDER  -  FIRST     CLASS II
 HV2975  ELLP ORDER  -  THIRD     CLASS II
 HV2975
 HV2975.The horizontal coordinates were established by GPS observations
 HV2975.and adjusted by the National Geodetic Survey in July 2004..
 HV2975
 HV2975.The orthometric height was determined by differential leveling
 HV2975.and adjusted by the National Geodetic Survey in June 1991..
 HV2975
 HV2975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2975
 HV2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2975
 HV2975.The ellipsoidal height was determined by GPS observations
 HV2975.and is referenced to NAD 83.
 HV2975
 HV2975.The geoid height was determined by GEOID03.
 HV2975
 HV2975.The dynamic height is computed by dividing the NAVD 88
 HV2975.geopotential number by the normal gravity value computed on the
 HV2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2975.degrees latitude (g = 980.6199 gals.).
 HV2975
 HV2975.The modeled gravity was interpolated from observed gravity values.
 HV2975
 HV2975;                    North         East     Units Scale Factor Converg.
 HV2975;SPC VA N     - 2,068,063.300 3,619,244.547   MT  0.99996647   +0 51 01.9
 HV2975;SPC VA N     - 6,784,971.01 11,874,138.15   sFT  0.99996647   +0 51 01.9
 HV2975;UTM  18      - 4,238,142.609   313,042.374   MT  1.00003048   -1 19 27.0
 HV2975
 HV2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2975!SPC VA N     -   0.99999640  x   0.99996647  =   0.99996287
 HV2975!UTM  18      -   0.99999640  x   1.00003048  =   1.00002688
 HV2975
 HV2975                          SUPERSEDED SURVEY CONTROL
 HV2975
 HV2975  NAD 83(1993)-  38 16 18.79750(N)    077 08 13.99727(W) AD(       ) A
 HV2975  ELLIP H (08/14/01)   22.86   (m)                       GP(       ) 4 1
 HV2975  NAVD 88 (08/14/01)   56.02   (m)          183.8    (f) LEVELING    3  
 HV2975  NGVD 29 (??/??/??)   56.255  (m)          184.56   (f) ADJUSTED    1 2
 HV2975
 HV2975.Superseded values are not recommended for survey control.
 HV2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2975.See file dsdata.txt to determine how the superseded data were derived.
 HV2975
 HV2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1304238143(NAD 83)
 HV2975_MARKER: DB = BENCH MARK DISK
 HV2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2975_STAMPING: D 462 1971
 HV2975_MARK LOGO: NGS   
 HV2975_PROJECTION: FLUSH
 HV2975_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2975+STABILITY: SURFACE MOTION
 HV2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2975+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HV2975
 HV2975  HISTORY     - Date     Condition        Report By
 HV2975  HISTORY     - 1971     MONUMENTED       NGS
 HV2975  HISTORY     - 19981202 GOOD             USPSQD
 HV2975  HISTORY     - 20000313 GOOD             VADOT
 HV2975  HISTORY     - 20001017 GOOD             VADOT
 HV2975  HISTORY     - 20020319 GOOD             GEOMET
 HV2975  HISTORY     - 20040107 GOOD             USPSQD
 HV2975  HISTORY     - 20050315 GOOD             GEOMET
 HV2975
 HV2975                          STATION DESCRIPTION
 HV2975
 HV2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2975'5 MI E FROM KING GEORGE.
 HV2975'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2975'COURTHOUSE AT KING GEORGE, THENCE 2.5 MILES NORTHEAST ALONG
 HV2975'U.S. HIGHWAY 301, 98 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HV2975'SOUTHEAST LANE OF THE HIGHWAY, 74 FEET NORTHEAST OF THE NORTH
 HV2975'CORNER OF THE GYM PORTION OF THE RALPH BUNCHE SCHOOL, 67 1/2
 HV2975'FEET NORTHWEST OF A POWER LINE POLE BRACED WITH 4 GUY WIRES,
 HV2975'18 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 HV2975'11 FEET NORTHWEST OF A LONE FORKED ELM TREE, AT NORTHEAST
 HV2975'EDGE OF A HEDGE ROW, 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 HV2975'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV2975
 HV2975                          STATION RECOVERY (1998)
 HV2975
 HV2975'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2975'RECOVERED IN GOOD CONDITION.
 HV2975
 HV2975                          STATION RECOVERY (2000)
 HV2975
 HV2975'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (JF)
 HV2975'RECOVERED AS DESCRIBED.
 HV2975
 HV2975                          STATION RECOVERY (2000)
 HV2975
 HV2975'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (MLB)
 HV2975'RECOVERED AS DESCRIBED.
 HV2975
 HV2975                          STATION RECOVERY (2002)
 HV2975
 HV2975'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (KRO)
 HV2975'RECOVERED IN GOOD CONDITION.
 HV2975
 HV2975                          STATION RECOVERY (2004)
 HV2975
 HV2975'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 HV2975'RECOVERED IN GOOD CONDITION.
 HV2975
 HV2975                          STATION RECOVERY (2005)
 HV2975
 HV2975'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 HV2975'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2878 ***********************************************************************
 HV2878  DESIGNATION -  D 463
 HV2878  PID         -  HV2878
 HV2878  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2878  USGS QUAD   -  FREDERICKSBURG (1994)
 HV2878
 HV2878                         *CURRENT SURVEY CONTROL
 HV2878  ___________________________________________________________________
 HV2878* NAD 83(1986)-  38 15 58.     (N)    077 27 00.     (W)     SCALED    
 HV2878* NAVD 88     -        25.292  (meters)      82.98   (feet)  ADJUSTED  
 HV2878  ___________________________________________________________________
 HV2878  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV2878  DYNAMIC HT  -          25.276 (meters)      82.93  (feet)  COMP
 HV2878  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 HV2878
 HV2878  VERT ORDER  -  FIRST     CLASS I
 HV2878
 HV2878.This mark is at Shannon Airport (EZF)
 HV2878
 HV2878.The horizontal coordinates were scaled from a topographic map and have
 HV2878.an estimated accuracy of +/- 6 seconds.
 HV2878
 HV2878.The orthometric height was determined by differential leveling
 HV2878.and adjusted by the National Geodetic Survey in June 1991..
 HV2878
 HV2878.The geoid height was determined by GEOID03.
 HV2878
 HV2878.The dynamic height is computed by dividing the NAVD 88
 HV2878.geopotential number by the normal gravity value computed on the
 HV2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2878.degrees latitude (g = 980.6199 gals.).
 HV2878
 HV2878.The modeled gravity was interpolated from observed gravity values.
 HV2878
 HV2878;                    North         East    Units  Estimated Accuracy
 HV2878;SPC VA N     - 2,067,060.    3,591,890.      MT  (+/- 180 meters Scaled)
 HV2878
 HV2878                          SUPERSEDED SURVEY CONTROL
 HV2878
 HV2878  NGVD 29 (??/??/??)   25.539  (m)           83.79   (f) ADJUSTED    1 1
 HV2878
 HV2878.Superseded values are not recommended for survey control.
 HV2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2878.See file dsdata.txt to determine how the superseded data were derived.
 HV2878
 HV2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH856381(NAD 83)
 HV2878_MARKER: DB = BENCH MARK DISK
 HV2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2878_STAMPING: D 463 1971
 HV2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2878+STABILITY: SURFACE MOTION
 HV2878
 HV2878  HISTORY     - Date     Condition        Report By
 HV2878  HISTORY     - 1971     MONUMENTED       NGS
 HV2878  HISTORY     - 1972     GOOD             NGS
 HV2878  HISTORY     - 1978     GOOD             DMA
 HV2878  HISTORY     - 1984     GOOD             NGS
 HV2878  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV2878  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV2878  HISTORY     - 20030817 POOR             GEOCAC
 HV2878
 HV2878                          STATION DESCRIPTION
 HV2878
 HV2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2878'2.6 MI S FROM FREDERICKSBURG.
 HV2878'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY 2
 HV2878'FROM THE POST OFFICE AT FREDERICKSBURG, THENCE 0.2 MILE SOUTHWEST
 HV2878'ALONG A PAVED ROAD TO THE SHANNON AIRPORT, THENCE 0.15 MILE
 HV2878'SOUTHWEST ALONG THE NORTHEAST SIDE OF A PAVED RUNWAY, 233 FEET
 HV2878'NORTHWEST OF THE CENTER LINE OF THE NE-SW RUNWAY, 50 FEET NORTHEAST
 HV2878'OF THE NORTHEAST EDGE OF OF AN OPEN FIELD, 22 FEET SOUTHWEST OF
 HV2878'THE SOUTHWEST END OF THE CONCRETE FOUNDATION FOR A WIND INDICATOR,
 HV2878'1.5 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 HV2878'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2878
 HV2878                          STATION RECOVERY (1978)
 HV2878
 HV2878'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2878'RECOVERED IN GOOD CONDITION.
 HV2878
 HV2878                          STATION RECOVERY (1984)
 HV2878
 HV2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV2878'RECOVERED IN GOOD CONDITION.
 HV2878
 HV2878                          STATION RECOVERY (1995)
 HV2878
 HV2878'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2878'MARK NOT FOUND.
 HV2878
 HV2878                          STATION RECOVERY (1998)
 HV2878
 HV2878'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2878'MARK NOT FOUND.
 HV2878
 HV2878                          STATION RECOVERY (2003)
 HV2878
 HV2878'RECOVERY NOTE BY GEOCACHING 2003 (MTS)
 HV2878'FOUND IN POOR CONDITION.  THE WITNESS POST IS STILL VISIBLE AS IS THE
 HV2878'CONCRETE MASS.  THERE IS A SHEARED POST THAT IS IN THE DESCRIBED
 HV2878'LOCATION, BUT NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2844 ***********************************************************************
 HV2844  DESIGNATION -  D 464
 HV2844  PID         -  HV2844
 HV2844  STATE/COUNTY-  VA/STAFFORD
 HV2844  USGS QUAD   -  WIDEWATER (1978)
 HV2844
 HV2844                         *CURRENT SURVEY CONTROL
 HV2844  ___________________________________________________________________
 HV2844* NAD 83(1986)-  38 28 16.     (N)    077 19 19.     (W)     SCALED    
 HV2844* NAVD 88     -         6.862  (meters)      22.51   (feet)  ADJUSTED  
 HV2844  ___________________________________________________________________
 HV2844  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV2844  DYNAMIC HT  -           6.858 (meters)      22.50  (feet)  COMP
 HV2844  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 HV2844  OBS GRAVITY -     980,036.7   (mgal)                       GRAV_OBS
 HV2844
 HV2844  VERT ORDER  -  FIRST     CLASS I
 HV2844
 HV2844.The horizontal coordinates were scaled from a topographic map and have
 HV2844.an estimated accuracy of +/- 6 seconds.
 HV2844
 HV2844.The orthometric height was determined by differential leveling
 HV2844.and adjusted by the National Geodetic Survey in June 1991..
 HV2844
 HV2844.The geoid height was determined by GEOID03.
 HV2844
 HV2844.The dynamic height is computed by dividing the NAVD 88
 HV2844.geopotential number by the normal gravity value computed on the
 HV2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2844.degrees latitude (g = 980.6199 gals.).
 HV2844
 HV2844.The modeled gravity was interpolated from observed gravity values.
 HV2844.The observed gravity was obtained from relative gravimeter ties
 HV2844.to the IGSN71 gravity network.
 HV2844
 HV2844;                    North         East    Units  Estimated Accuracy
 HV2844;SPC VA N     - 2,089,950.    3,602,800.      MT  (+/- 180 meters Scaled)
 HV2844
 HV2844                          SUPERSEDED SURVEY CONTROL
 HV2844
 HV2844  NGVD 29 (??/??/??)    7.106  (m)           23.31   (f) ADJUSTED    1 1
 HV2844
 HV2844.Superseded values are not recommended for survey control.
 HV2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2844.See file dsdata.txt to determine how the superseded data were derived.
 HV2844
 HV2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH974606(NAD 83)
 HV2844_MARKER: DB = BENCH MARK DISK
 HV2844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2844_SP_SET: BRIDGE ABUTMENT
 HV2844_STAMPING: D 464 1971
 HV2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2844
 HV2844  HISTORY     - Date     Condition        Report By
 HV2844  HISTORY     - 1971     MONUMENTED       NGS
 HV2844  HISTORY     - 1978     GOOD             DMA
 HV2844
 HV2844                          STATION DESCRIPTION
 HV2844
 HV2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2844'4 MI SW FROM QUANTICO.
 HV2844'ABOUT 4.0 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2844'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 0.2 MILE
 HV2844'SOUTHWEST OF MILEPOST 75, SET IN THE TOP OF THE NORTHWEST END
 HV2844'OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR
 HV2844'A PRIVATE ROAD, 8 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 HV2844'THE NORTHWEST TRACK, 4 INCHES NORTHWEST OF THE NORTHWEST CONCRETE
 HV2844'FACE OF A RETAINING WALL ON THE OVERPASS, AND ABOUT 4 FEET
 HV2844'BELOW THE LEVEL OF THE TRACKS.
 HV2844
 HV2844                          STATION RECOVERY (1978)
 HV2844
 HV2844'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1631 ***********************************************************************
 HV1631  DESIGNATION -  D 465
 HV1631  PID         -  HV1631
 HV1631  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1631  USGS QUAD   -  ALEXANDRIA (1994)
 HV1631
 HV1631                         *CURRENT SURVEY CONTROL
 HV1631  ___________________________________________________________________
 HV1631* NAD 83(1986)-  38 48 20.     (N)    077 03 51.     (W)     SCALED    
 HV1631* NAVD 88     -        11.045  (meters)      36.24   (feet)  ADJUSTED  
 HV1631  ___________________________________________________________________
 HV1631  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1631  DYNAMIC HT  -          11.039 (meters)      36.22  (feet)  COMP
 HV1631  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 HV1631
 HV1631  VERT ORDER  -  FIRST     CLASS I
 HV1631
 HV1631.The horizontal coordinates were scaled from a topographic map and have
 HV1631.an estimated accuracy of +/- 6 seconds.
 HV1631
 HV1631.The orthometric height was determined by differential leveling
 HV1631.and adjusted by the National Geodetic Survey in June 1991..
 HV1631
 HV1631.The geoid height was determined by GEOID03.
 HV1631
 HV1631.The dynamic height is computed by dividing the NAVD 88
 HV1631.geopotential number by the normal gravity value computed on the
 HV1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1631.degrees latitude (g = 980.6199 gals.).
 HV1631
 HV1631.The modeled gravity was interpolated from observed gravity values.
 HV1631
 HV1631;                    North         East    Units  Estimated Accuracy
 HV1631;SPC VA N     - 2,127,390.    3,624,710.      MT  (+/- 180 meters Scaled)
 HV1631
 HV1631                          SUPERSEDED SURVEY CONTROL
 HV1631
 HV1631  NGVD 29 (??/??/??)   11.283  (m)           37.02   (f) ADJUSTED    1 1
 HV1631
 HV1631.Superseded values are not recommended for survey control.
 HV1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1631.See file dsdata.txt to determine how the superseded data were derived.
 HV1631
 HV1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH207972(NAD 83)
 HV1631_MARKER: DV = VERTICAL CONTROL DISK
 HV1631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HV1631_SP_SET: COPPER-CLAD STEEL ROD
 HV1631_STAMPING: D 465 1971
 HV1631_MARK LOGO: NGS   
 HV1631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1631+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1631
 HV1631  HISTORY     - Date     Condition        Report By
 HV1631  HISTORY     - 1971     MONUMENTED       NGS
 HV1631  HISTORY     - 1978     GOOD             DMA
 HV1631  HISTORY     - 19900115 GOOD             RDA
 HV1631  HISTORY     - 20020808 GOOD             INDIV
 HV1631
 HV1631                          STATION DESCRIPTION
 HV1631
 HV1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1631'AT ALEXANDRIA.
 HV1631'AT ALEXANDRIA, ABOUT 0.1 MILE SOUTHWEST OF THE RICHMOND,
 HV1631'FREDERICKSBURG AND POTOMAC RAILROAD STATION, 94 FEET SOUTHEAST OF
 HV1631'THE CENTER LINE OF CALAHAN DRIVE, 88.2 FEET SOUTHWEST OF THE
 HV1631'SOUTHWEST FACE OF THE RAILWAY EXPRESS AGENCY BUILDING, 82.8
 HV1631'FEET SOUTHWEST OF A METAL POWER POLE, 47 FEET NORTHWEST OF THE
 HV1631'NORTHWEST RAIL OF THE NORTHWEST TRACK, 14 FEET SOUTHWEST OF A
 HV1631'FORKED OAK TREE, 14 FEET NORTHEAST OF A 15-INCH CEDAR TREE, IN
 HV1631'A NARROW PARK BETWEEN THE TRACKS AND A PARKING AREA, NEAR THE
 HV1631'SOUTHWEST END OF A HEDGEROW, 0.8 FOOT NORTH OF A METAL WITNESS
 HV1631'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 HV1631'OF A COPPER COATED ROD WHICH IS 1 1/2 INCHES BELOW THE SURFACE
 HV1631'OF THE GROUND AND IS PROTECTED BY A 6-INCH PIPE WHICH IS 1 INCH
 HV1631'BELOW THE SURFACE OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 HV1631'AT A DEPTH OF 31 FEET.
 HV1631
 HV1631                          STATION RECOVERY (1978)
 HV1631
 HV1631'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1631'RECOVERED IN GOOD CONDITION.
 HV1631
 HV1631                          STATION RECOVERY (1990)
 HV1631
 HV1631'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1631'RECOVERED IN GOOD CONDITION.
 HV1631
 HV1631                          STATION RECOVERY (2002)
 HV1631
 HV1631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV1631'FROM THIRD LIGHT POST ALONG PLATFORM SOUTHWEST OF STATION OVERHANG,
 HV1631'MARK IS APPROXIMATELY 26 FEET NORTHWEST, UP THE SMALL RISE IN THE
 HV1631'DIRECTION OF THE GEORGE WASHINGTON MASONIC MEMORIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0525 ***********************************************************************
 FW0525  DESIGNATION -  D 466
 FW0525  PID         -  FW0525
 FW0525  STATE/COUNTY-  VA/ACCOMACK
 FW0525  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0525
 FW0525                         *CURRENT SURVEY CONTROL
 FW0525  ___________________________________________________________________
 FW0525* NAD 83(1986)-  37 57 11.     (N)    075 18 55.     (W)     SCALED    
 FW0525* NAVD 88     -         1.092  (meters)       3.58   (feet)  ADJUSTED  
 FW0525  ___________________________________________________________________
 FW0525  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FW0525  DYNAMIC HT  -           1.091 (meters)       3.58  (feet)  COMP
 FW0525  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 FW0525
 FW0525  VERT ORDER  -  SECOND    CLASS I
 FW0525
 FW0525.The horizontal coordinates were scaled from a topographic map and have
 FW0525.an estimated accuracy of +/- 6 seconds.
 FW0525
 FW0525.The orthometric height was determined by differential leveling
 FW0525.and adjusted by the National Geodetic Survey in June 1991..
 FW0525
 FW0525.The geoid height was determined by GEOID03.
 FW0525
 FW0525.The dynamic height is computed by dividing the NAVD 88
 FW0525.geopotential number by the normal gravity value computed on the
 FW0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0525.degrees latitude (g = 980.6199 gals.).
 FW0525
 FW0525.The modeled gravity was interpolated from observed gravity values.
 FW0525
 FW0525;                    North         East    Units  Estimated Accuracy
 FW0525;SPC VA S     - 1,184,480.    3,779,850.      MT  (+/- 180 meters Scaled)
 FW0525
 FW0525                          SUPERSEDED SURVEY CONTROL
 FW0525
 FW0525  NGVD 29 (??/??/??)    1.337  (m)            4.39   (f) ADJUSTED    2 1
 FW0525
 FW0525.Superseded values are not recommended for survey control.
 FW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0525.See file dsdata.txt to determine how the superseded data were derived.
 FW0525
 FW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH723006(NAD 83)
 FW0525_MARKER: DB = BENCH MARK DISK
 FW0525_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FW0525+WITH SETTING: INTO GROUND
 FW0525_SP_SET: METAL ROD WITH BASE PLATE
 FW0525_STAMPING: D 466 1977
 FW0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0525+STABILITY: SURFACE MOTION
 FW0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0525+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0525
 FW0525  HISTORY     - Date     Condition        Report By
 FW0525  HISTORY     - 1977     MONUMENTED       NGS
 FW0525  HISTORY     - 20031015 GOOD             USPSQD
 FW0525
 FW0525                          STATION DESCRIPTION
 FW0525
 FW0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0525'IN ASSATEAGUE ISLAND.
 FW0525'4.4 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE
 FW0525'SERVICE MAINTENANCE YARD ON ASSATEAGUE ISLAND, 42 FEET SOUTHEAST
 FW0525'OF THE CENTERLINE OF THE ROAD.
 FW0525
 FW0525                          STATION RECOVERY (2003)
 FW0525
 FW0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0525'MARK IS 1 FOOT W OF A STANDARD METAL WITNESS POST, ENCASED IN PVC PIPE
 FW0525'WITH CAP.
 FW0525' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2238 ***********************************************************************
 FX2238  DESIGNATION -  D 468
 FX2238  PID         -  FX2238
 FX2238  STATE/COUNTY-  VA/C OF SUFFOLK
 FX2238  USGS QUAD   -  HOLLAND (1986)
 FX2238
 FX2238                         *CURRENT SURVEY CONTROL
 FX2238  ___________________________________________________________________
 FX2238* NAD 83(1986)-  36 43 20.     (N)    076 45 12.     (W)     SCALED    
 FX2238* NAVD 88     -        23.911  (meters)      78.45   (feet)  ADJUSTED  
 FX2238  ___________________________________________________________________
 FX2238  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 FX2238  DYNAMIC HT  -          23.893 (meters)      78.39  (feet)  COMP
 FX2238  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 FX2238
 FX2238  VERT ORDER  -  FIRST     CLASS II
 FX2238
 FX2238.The horizontal coordinates were scaled from a topographic map and have
 FX2238.an estimated accuracy of +/- 6 seconds.
 FX2238
 FX2238.The orthometric height was determined by differential leveling
 FX2238.and adjusted by the National Geodetic Survey in June 1991..
 FX2238
 FX2238.The geoid height was determined by GEOID03.
 FX2238
 FX2238.The dynamic height is computed by dividing the NAVD 88
 FX2238.geopotential number by the normal gravity value computed on the
 FX2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2238.degrees latitude (g = 980.6199 gals.).
 FX2238
 FX2238.The modeled gravity was interpolated from observed gravity values.
 FX2238
 FX2238;                    North         East    Units  Estimated Accuracy
 FX2238;SPC VA S     - 1,044,600.    3,656,030.      MT  (+/- 180 meters Scaled)
 FX2238
 FX2238                          SUPERSEDED SURVEY CONTROL
 FX2238
 FX2238.No superseded survey control is available for this station.
 FX2238
 FX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF434654(NAD 83)
 FX2238_MARKER: DB = BENCH MARK DISK
 FX2238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2238_SP_SET: STAINLESS STEEL ROD
 FX2238_STAMPING: D 468 1978
 FX2238_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2238_ROD/PIPE-DEPTH: 5.79 meters
 FX2238
 FX2238  HISTORY     - Date     Condition        Report By
 FX2238  HISTORY     - 1978     MONUMENTED       NGS
 FX2238
 FX2238                          STATION DESCRIPTION
 FX2238
 FX2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2238'4.1 MI EAST FROM CARRSVILLE.
 FX2238'ABOUT 4.1 MILES EAST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 FX2238'THE OVERPASS OF U.S. HIGHWAY 58 OVER THE TRACKS IN CARRSVILLE,
 FX2238'0.9 MILE WEST ALONG THE SEABOARD COAST LINE RAILRAOD FROM THE COUNTY
 FX2238'ROAD 610 CROSSING IN BUCKHORN.  SET IN A PRIVATE ROAD CROSSING,
 FX2238'210 FEET NORTH OF THE NORTH WALL OF A TWO STORY WHITE FRAME HOUSE,
 FX2238'13.5 FEET SOUTH OF THE SOUTH RAIL, 12.5 FEET EAST OF THE DIRT ROAD,
 FX2238'AND 1 FOOT EAST OF A CROSSING POST AND SIGN.
 FX2238'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2267 ***********************************************************************
 FX2267  DESIGNATION -  D 469
 FX2267  PID         -  FX2267
 FX2267  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2267  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX2267
 FX2267                         *CURRENT SURVEY CONTROL
 FX2267  ___________________________________________________________________
 FX2267* NAD 83(1986)-  36 34 06.     (N)    077 15 05.     (W)     SCALED    
 FX2267* NAVD 88     -        13.251  (meters)      43.47   (feet)  ADJUSTED  
 FX2267  ___________________________________________________________________
 FX2267  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FX2267  DYNAMIC HT  -          13.241 (meters)      43.44  (feet)  COMP
 FX2267  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 FX2267
 FX2267  VERT ORDER  -  FIRST     CLASS II
 FX2267
 FX2267.The horizontal coordinates were scaled from a topographic map and have
 FX2267.an estimated accuracy of +/- 6 seconds.
 FX2267
 FX2267.The orthometric height was determined by differential leveling
 FX2267.and adjusted by the National Geodetic Survey in June 1991..
 FX2267
 FX2267.The geoid height was determined by GEOID03.
 FX2267
 FX2267.The dynamic height is computed by dividing the NAVD 88
 FX2267.geopotential number by the normal gravity value computed on the
 FX2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2267.degrees latitude (g = 980.6199 gals.).
 FX2267
 FX2267.The modeled gravity was interpolated from observed gravity values.
 FX2267
 FX2267;                    North         East    Units  Estimated Accuracy
 FX2267;SPC VA S     - 1,026,820.    3,611,770.      MT  (+/- 180 meters Scaled)
 FX2267
 FX2267                          SUPERSEDED SURVEY CONTROL
 FX2267
 FX2267.No superseded survey control is available for this station.
 FX2267
 FX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF985493(NAD 83)
 FX2267_MARKER: DV = VERTICAL CONTROL DISK
 FX2267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2267_SP_SET: STAINLESS STEEL ROD
 FX2267_STAMPING: D 469 1978
 FX2267_MARK LOGO: NGS   
 FX2267_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2267_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2267_ROD/PIPE-DEPTH: 4.88 meters
 FX2267
 FX2267  HISTORY     - Date     Condition        Report By
 FX2267  HISTORY     - 1978     MONUMENTED       NGS
 FX2267  HISTORY     - 19950424 MARK NOT FOUND   LOCENG
 FX2267
 FX2267                          STATION DESCRIPTION
 FX2267
 FX2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2267'0.2 MI SW FROM BRANCHVILLE.
 FX2267'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 186, FROM ITS JUNCTION
 FX2267'WITH STATE HIGHWAY 730 IN BRANCHVILLE, 80 FEET NORTH OF THE EXTENDED
 FX2267'CENTERLINE OF THE SOUTH DRIVEWAY TO THE BRANCHVILLE BAPTIST CHURCH,
 FX2267'67.5 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE NUM-
 FX2267'BER XE 61 WITH A STREET LIGHT AND GUY WIRE, 30 FEET NORTHWEST OF
 FX2267'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A POWER POLE.
 FX2267'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FX2267'THE MARK IS 1 FT BELOW THE HIGHWAY.
 FX2267
 FX2267                          STATION RECOVERY (1995)
 FX2267
 FX2267'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LAE)
 FX2267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2149 ***********************************************************************
 FX2149  DESIGNATION -  D 470
 FX2149  PID         -  FX2149
 FX2149  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2149  USGS QUAD   -  KEMPSVILLE (1986)
 FX2149
 FX2149                         *CURRENT SURVEY CONTROL
 FX2149  ___________________________________________________________________
 FX2149* NAD 83(1986)-  36 49 31.     (N)    076 07 46.     (W)     SCALED    
 FX2149* NAVD 88     -         3.446  (meters)      11.31   (feet)  ADJUSTED  
 FX2149  ___________________________________________________________________
 FX2149  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 FX2149  DYNAMIC HT  -           3.444 (meters)      11.30  (feet)  COMP
 FX2149  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 FX2149
 FX2149  VERT ORDER  -  FIRST     CLASS II
 FX2149
 FX2149.The horizontal coordinates were scaled from a topographic map and have
 FX2149.an estimated accuracy of +/- 6 seconds.
 FX2149
 FX2149.The orthometric height was determined by differential leveling
 FX2149.and adjusted by the National Geodetic Survey in June 1991..
 FX2149
 FX2149.The geoid height was determined by GEOID03.
 FX2149
 FX2149.The dynamic height is computed by dividing the NAVD 88
 FX2149.geopotential number by the normal gravity value computed on the
 FX2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2149.degrees latitude (g = 980.6199 gals.).
 FX2149
 FX2149.The modeled gravity was interpolated from observed gravity values.
 FX2149
 FX2149;                    North         East    Units  Estimated Accuracy
 FX2149;SPC VA S     - 1,057,250.    3,711,470.      MT  (+/- 180 meters Scaled)
 FX2149
 FX2149                          SUPERSEDED SURVEY CONTROL
 FX2149
 FX2149.No superseded survey control is available for this station.
 FX2149
 FX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF992760(NAD 83)
 FX2149_MARKER: DB = BENCH MARK DISK
 FX2149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2149_SP_SET: STAINLESS STEEL ROD
 FX2149_STAMPING: D 470 1979
 FX2149_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2149_ROD/PIPE-DEPTH: 4.88 meters
 FX2149
 FX2149  HISTORY     - Date     Condition        Report By
 FX2149  HISTORY     - 1979     MONUMENTED       NGS
 FX2149  HISTORY     - 19910517 GOOD             USPSQD
 FX2149
 FX2149                          STATION DESCRIPTION
 FX2149
 FX2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2149'7.0 MI NW FROM PRINCESS ANNE.
 FX2149'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 149 FROM THE POST OFFICE
 FX2149'IN PRINCESS ANNE AND THENCE 6.8 MILES NORTHWEST ALONG HOLLAND ROAD,
 FX2149'114 FEET SOUTH OF THE CENTER OF A DRIVEWAY TO LARKSPUR PROFESSIONAL
 FX2149'CENTER, 45 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 FX2149'THE ROAD AND 1.5 FEET EAST OF POWER POLE NUMBER W 128.
 FX2149'THE MARK IS 1 FT  S FROM A WITNESS POST.
 FX2149'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FX2149
 FX2149                          STATION RECOVERY (1991)
 FX2149
 FX2149'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FX2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2244 ***********************************************************************
 FX2244  DESIGNATION -  D 471
 FX2244  PID         -  FX2244
 FX2244  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX2244  USGS QUAD   -  FRANKLIN (1986)
 FX2244
 FX2244                         *CURRENT SURVEY CONTROL
 FX2244  ___________________________________________________________________
 FX2244* NAD 83(1986)-  36 41 01.     (N)    076 54 49.     (W)     SCALED    
 FX2244* NAVD 88     -         8.163  (meters)      26.78   (feet)  ADJUSTED  
 FX2244  ___________________________________________________________________
 FX2244  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 FX2244  DYNAMIC HT  -           8.157 (meters)      26.76  (feet)  COMP
 FX2244  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 FX2244
 FX2244  VERT ORDER  -  FIRST     CLASS II
 FX2244
 FX2244.The horizontal coordinates were scaled from a topographic map and have
 FX2244.an estimated accuracy of +/- 6 seconds.
 FX2244
 FX2244.The orthometric height was determined by differential leveling
 FX2244.and adjusted by the National Geodetic Survey in June 1991..
 FX2244
 FX2244.The geoid height was determined by GEOID03.
 FX2244
 FX2244.The dynamic height is computed by dividing the NAVD 88
 FX2244.geopotential number by the normal gravity value computed on the
 FX2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2244.degrees latitude (g = 980.6199 gals.).
 FX2244
 FX2244.The modeled gravity was interpolated from observed gravity values.
 FX2244
 FX2244;                    North         East    Units  Estimated Accuracy
 FX2244;SPC VA S     - 1,040,060.    3,641,790.      MT  (+/- 180 meters Scaled)
 FX2244
 FX2244                          SUPERSEDED SURVEY CONTROL
 FX2244
 FX2244.No superseded survey control is available for this station.
 FX2244
 FX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF290614(NAD 83)
 FX2244_MARKER: DB = BENCH MARK DISK
 FX2244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2244_SP_SET: STAINLESS STEEL ROD
 FX2244_STAMPING: D 471 1979
 FX2244_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2244_ROD/PIPE-DEPTH: 8.53 meters
 FX2244
 FX2244  HISTORY     - Date     Condition        Report By
 FX2244  HISTORY     - 1979     MONUMENTED       NGS
 FX2244
 FX2244                          STATION DESCRIPTION
 FX2244
 FX2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2244'0.8 MI NE FROM FRANKLIN.
 FX2244'ABOUT 0.1 MILE NORTHWEST ALONG MAIN STREET, FROM THE SEABOARD
 FX2244'COAST LINE RAILROAD STATION IN FRANKLINE, AND THENCE ABOUT 0.7
 FX2244'MILE NORTHEAST ALONG SECOND AVENUE AND CHURCH STREET.  SET AT THE
 FX2244'INTERSECTION OF N. LYNN ROAD, 246 FEET NORTH OF THE CENTERLINE OF
 FX2244'CHURCH STREET, 225 FEET WEST OF THE CENTERLINE OF N. LYNN ROAD, 182
 FX2244'FEET NORTHWEST OF BENCH MARK C 471, 11.5 FEET NORTH OF UNION CAMP
 FX2244'DEEP WELL, AND 11 FEET NORTH OF A CAPPED 5 INCH WELL CASING PIPE.
 FX2244'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2244'THE MARK IS 1 FT ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1770 ***********************************************************************
 FY1770  DESIGNATION -  D 472
 FY1770  PID         -  FY1770
 FY1770  STATE/COUNTY-  VA/MECKLENBURG
 FY1770  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1770
 FY1770                         *CURRENT SURVEY CONTROL
 FY1770  ___________________________________________________________________
 FY1770* NAD 83(1986)-  36 34 54.     (N)    078 32 55.     (W)     SCALED    
 FY1770* NAVD 88     -       107.719  (meters)     353.41   (feet)  ADJUSTED  
 FY1770  ___________________________________________________________________
 FY1770  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FY1770  DYNAMIC HT  -         107.636 (meters)     353.14  (feet)  COMP
 FY1770  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 FY1770
 FY1770  VERT ORDER  -  FIRST     CLASS II
 FY1770
 FY1770.The horizontal coordinates were scaled from a topographic map and have
 FY1770.an estimated accuracy of +/- 6 seconds.
 FY1770
 FY1770.The orthometric height was determined by differential leveling
 FY1770.and adjusted by the National Geodetic Survey in June 1991..
 FY1770
 FY1770.The geoid height was determined by GEOID03.
 FY1770
 FY1770.The dynamic height is computed by dividing the NAVD 88
 FY1770.geopotential number by the normal gravity value computed on the
 FY1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1770.degrees latitude (g = 980.6199 gals.).
 FY1770
 FY1770.The modeled gravity was interpolated from observed gravity values.
 FY1770
 FY1770;                    North         East    Units  Estimated Accuracy
 FY1770;SPC VA S     - 1,027,560.    3,495,650.      MT  (+/- 180 meters Scaled)
 FY1770
 FY1770                          SUPERSEDED SURVEY CONTROL
 FY1770
 FY1770  NGVD 29 (03/05/92)  107.982  (m)          354.27   (f) ADJUSTED    1 2
 FY1770
 FY1770.Superseded values are not recommended for survey control.
 FY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1770.See file dsdata.txt to determine how the superseded data were derived.
 FY1770
 FY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA193512(NAD 83)
 FY1770_MARKER: DB = BENCH MARK DISK
 FY1770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1770_SP_SET: STAINLESS STEEL ROD
 FY1770_STAMPING: D 472 1978
 FY1770_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1770+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY1770_ROD/PIPE-DEPTH: 1.83 meters
 FY1770
 FY1770  HISTORY     - Date     Condition        Report By
 FY1770  HISTORY     - 1978     MONUMENTED       NGS
 FY1770  HISTORY     - 1985     GOOD             USPSQD
 FY1770  HISTORY     - 1987     GOOD             USPSQD
 FY1770  HISTORY     - 20051026 GOOD             USPSQD
 FY1770
 FY1770                          STATION DESCRIPTION
 FY1770
 FY1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1770'3.6 MI SOUTH FROM CLARKSVILLE.
 FY1770'ABOUT 3.6 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 FY1770'CLARKSVILLE.  AT THE SOUTHERN RAILROAD MILE POST 35, 170 YARDS
 FY1770'NORTH OF THE SOUTH END OF A CUT BANK.  ROD WAS DRIVEN TO A REFUSAL
 FY1770'AT A DEPTH OF 6 FEET. 102 FEET SOUTH OF THE NORTH END OF THE CUT
 FY1770'BANK, 55.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 FY1770'NORTHWEST OF MILE POST 35, 55 FEET WEST OF THE WEST RAIL, 29 FEET
 FY1770'EAST OF THE WEST EDGE OF THE CUT BANK, AND 14.5 FEET SOUTH OF A
 FY1770'RIGHT OF WAY MARKER POST.
 FY1770'THE MARK IS 2 FT  N FROM A WITNESS POST.
 FY1770'THE MARK IS 2 FT ABOVE THE CENTERLINE.
 FY1770
 FY1770                          STATION RECOVERY (1985)
 FY1770
 FY1770'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1770'RECOVERED IN GOOD CONDITION.
 FY1770
 FY1770                          STATION RECOVERY (1987)
 FY1770
 FY1770'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1770'RECOVERED IN GOOD CONDITION.
 FY1770
 FY1770                          STATION RECOVERY (2005)
 FY1770
 FY1770'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1795 ***********************************************************************
 FY1795  DESIGNATION -  D 473
 FY1795  PID         -  FY1795
 FY1795  STATE/COUNTY-  VA/LUNENBURG
 FY1795  USGS QUAD   -  FORT MITCHELL (1990)
 FY1795
 FY1795                         *CURRENT SURVEY CONTROL
 FY1795  ___________________________________________________________________
 FY1795* NAD 83(1986)-  36 54 00.     (N)    078 27 58.     (W)     SCALED    
 FY1795* NAVD 88     -       161.459  (meters)     529.72   (feet)  ADJUSTED  
 FY1795  ___________________________________________________________________
 FY1795  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY1795  DYNAMIC HT  -         161.341 (meters)     529.33  (feet)  COMP
 FY1795  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 FY1795
 FY1795  VERT ORDER  -  FIRST     CLASS II
 FY1795
 FY1795.The horizontal coordinates were scaled from a topographic map and have
 FY1795.an estimated accuracy of +/- 6 seconds.
 FY1795
 FY1795.The orthometric height was determined by differential leveling
 FY1795.and adjusted by the National Geodetic Survey in June 1991..
 FY1795
 FY1795.The geoid height was determined by GEOID03.
 FY1795
 FY1795.The dynamic height is computed by dividing the NAVD 88
 FY1795.geopotential number by the normal gravity value computed on the
 FY1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1795.degrees latitude (g = 980.6199 gals.).
 FY1795
 FY1795.The modeled gravity was interpolated from observed gravity values.
 FY1795
 FY1795;                    North         East    Units  Estimated Accuracy
 FY1795;SPC VA S     - 1,062,890.    3,503,020.      MT  (+/- 180 meters Scaled)
 FY1795
 FY1795                          SUPERSEDED SURVEY CONTROL
 FY1795
 FY1795.No superseded survey control is available for this station.
 FY1795
 FY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA257867(NAD 83)
 FY1795_MARKER: DB = BENCH MARK DISK
 FY1795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1795_SP_SET: STAINLESS STEEL ROD
 FY1795_STAMPING: D 473 1978
 FY1795_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1795+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 FY1795_ROD/PIPE-DEPTH: 3.66 meters
 FY1795
 FY1795  HISTORY     - Date     Condition        Report By
 FY1795  HISTORY     - 1978     MONUMENTED       NGS
 FY1795  HISTORY     - 20010317 GOOD             USPSQD
 FY1795  HISTORY     - 20051019 GOOD             USPSQD
 FY1795
 FY1795                          STATION DESCRIPTION
 FY1795
 FY1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1795'1.9 MI SE FROM FORT MITCHELL.
 FY1795'ABOUT 1.9 MILES SOUTHEAST ALONG COUNTY ROAD 632 FROM ITS JUNCTION
 FY1795'WITH THE SOUTHERN RAILROAD IN FORT MITCHELL.  SET AT THE SOUTHERLY
 FY1795'DRIVEWAY TO TWO SMALL HOUSES, 23.2 FEET EAST OF THE CENTERLINE OF
 FY1795'THE ROAD, 32.5 FEET NORTHWEST OF A POWER POLE, NUMBER J1-206-L35-
 FY1795'L25-R8, 27.3 FEET NORTH OF A FENCE CORNER POST, 13 FEET SOUTHEAST
 FY1795'OF THE CENTER OF THE DRIVEWAY, AND 1.1 FEET WEST-NORTHWEST OF A
 FY1795'FENCE.
 FY1795'THE MARK IS 2 FT  S FROM A WITNESS POST.
 FY1795'THE MARK IS 1 FT ABOVE THE ROAD.
 FY1795
 FY1795                          STATION RECOVERY (2001)
 FY1795
 FY1795'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY1795'RECOVERED IN GOOD CONDITION.
 FY1795
 FY1795                          STATION RECOVERY (2005)
 FY1795
 FY1795'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1925 ***********************************************************************
 GW1925  DESIGNATION -  D 474
 GW1925  PID         -  GW1925
 GW1925  STATE/COUNTY-  VA/PRINCE EDWARD
 GW1925  USGS QUAD   -  GREEN BAY (1974)
 GW1925
 GW1925                         *CURRENT SURVEY CONTROL
 GW1925  ___________________________________________________________________
 GW1925* NAD 83(1986)-  37 09 27.     (N)    078 16 14.     (W)     SCALED    
 GW1925* NAVD 88     -       164.589  (meters)     539.99   (feet)  ADJUSTED  
 GW1925  ___________________________________________________________________
 GW1925  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 GW1925  DYNAMIC HT  -         164.470 (meters)     539.60  (feet)  COMP
 GW1925  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 GW1925
 GW1925  VERT ORDER  -  FIRST     CLASS II
 GW1925
 GW1925.The horizontal coordinates were scaled from a topographic map and have
 GW1925.an estimated accuracy of +/- 6 seconds.
 GW1925
 GW1925.The orthometric height was determined by differential leveling
 GW1925.and adjusted by the National Geodetic Survey in June 1991..
 GW1925
 GW1925.The geoid height was determined by GEOID03.
 GW1925
 GW1925.The dynamic height is computed by dividing the NAVD 88
 GW1925.geopotential number by the normal gravity value computed on the
 GW1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1925.degrees latitude (g = 980.6199 gals.).
 GW1925
 GW1925.The modeled gravity was interpolated from observed gravity values.
 GW1925
 GW1925;                    North         East    Units  Estimated Accuracy
 GW1925;SPC VA S     - 1,091,490.    3,520,380.      MT  (+/- 180 meters Scaled)
 GW1925
 GW1925                          SUPERSEDED SURVEY CONTROL
 GW1925
 GW1925.No superseded survey control is available for this station.
 GW1925
 GW1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB423158(NAD 83)
 GW1925_MARKER: DB = BENCH MARK DISK
 GW1925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1925_SP_SET: STAINLESS STEEL ROD
 GW1925_STAMPING: D 474 1978
 GW1925_PROJECTION: FLUSH
 GW1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1925_ROD/PIPE-DEPTH: 4.88 meters
 GW1925
 GW1925  HISTORY     - Date     Condition        Report By
 GW1925  HISTORY     - 1978     MONUMENTED       NGS
 GW1925  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW1925
 GW1925                          STATION DESCRIPTION
 GW1925
 GW1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GW1925'2.9 MI NE FROM GREEN BAY.
 GW1925'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM ITS JUNCTION
 GW1925'WITH COUNTY ROAD 696 IN GREEN BAY.  SET ON THE SOUTHWEST END OF A
 GW1925'HILL, AND ON THE INSIDE OF A CURVE IN A CONCRETE DRAINAGE GUTTER,
 GW1925'98 FEET EAST-NORTHEAST OF THE NORTHEAST END OF A GUARD RAIL, 44.5
 GW1925'FEET SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 GW1925'HIGHWAY, 17 FEET EAST OF THE MIDDLE OF THE CURVE IN THE DRAIN, AND 5
 GW1925'FEET NORTHWEST OF THE WOODS.
 GW1925'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 GW1925'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GW1925
 GW1925                          STATION RECOVERY (2001)
 GW1925
 GW1925'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3442 ***********************************************************************
 GV3442  DESIGNATION -  D 475
 GV3442  PID         -  GV3442
 GV3442  STATE/COUNTY-  VA/POWHATAN
 GV3442  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV3442
 GV3442                         *CURRENT SURVEY CONTROL
 GV3442  ___________________________________________________________________
 GV3442* NAD 83(1986)-  37 31 02.     (N)    077 48 16.     (W)     SCALED    
 GV3442* NAVD 88     -       123.160  (meters)     404.07   (feet)  ADJUSTED  
 GV3442  ___________________________________________________________________
 GV3442  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3442  DYNAMIC HT  -         123.075 (meters)     403.79  (feet)  COMP
 GV3442  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 GV3442
 GV3442  VERT ORDER  -  FIRST     CLASS II
 GV3442
 GV3442.The horizontal coordinates were scaled from a topographic map and have
 GV3442.an estimated accuracy of +/- 6 seconds.
 GV3442
 GV3442.The orthometric height was determined by differential leveling
 GV3442.and adjusted by the National Geodetic Survey in June 1991..
 GV3442
 GV3442.The geoid height was determined by GEOID03.
 GV3442
 GV3442.The dynamic height is computed by dividing the NAVD 88
 GV3442.geopotential number by the normal gravity value computed on the
 GV3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3442.degrees latitude (g = 980.6199 gals.).
 GV3442
 GV3442.The modeled gravity was interpolated from observed gravity values.
 GV3442
 GV3442;                    North         East    Units  Estimated Accuracy
 GV3442;SPC VA S     - 1,131,610.    3,561,490.      MT  (+/- 180 meters Scaled)
 GV3442
 GV3442                          SUPERSEDED SURVEY CONTROL
 GV3442
 GV3442.No superseded survey control is available for this station.
 GV3442
 GV3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG521559(NAD 83)
 GV3442_MARKER: DB = BENCH MARK DISK
 GV3442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3442_SP_SET: STAINLESS STEEL ROD
 GV3442_STAMPING: D 475 1979
 GV3442_PROJECTION: FLUSH
 GV3442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3442_ROD/PIPE-DEPTH: 3.05 meters
 GV3442
 GV3442  HISTORY     - Date     Condition        Report By
 GV3442  HISTORY     - 1979     MONUMENTED       NGS
 GV3442  HISTORY     - 1990     GOOD             USPSQD
 GV3442  HISTORY     - 20000304 GOOD             USPSQD
 GV3442  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 GV3442
 GV3442                          STATION DESCRIPTION
 GV3442
 GV3442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3442'1.0 MI EAST FROM FLAT ROCK.
 GV3442'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GV3442'COUNTY ROAD 622 AND U.S. HIGHWAY 60 IN FLAT ROCK.  MARK IS SET AT
 GV3442'A LINE CROSSING THE HIGHWAY AND SET AT TRANSPOLE NUMBER QM45 WITH
 GV3442'ONE GUY WIRE AND ONE TRANSFORMER, 54 FEET SOUTH OF THE CENTERLINE
 GV3442'OF THE EAST BOUND LANES OF THE HIGHWAY, 10.5 FEET EAST OF A PRIVATE
 GV3442'DRIVE LEADING SOUTH, AND 2 FEET NORTH OF A TRANSPOLE.  NOTE=ROD WAS
 GV3442'DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 GV3442'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 GV3442
 GV3442                          STATION RECOVERY (1990)
 GV3442
 GV3442'RECOVERY NOTE BY US POWER SQUADRON 1990 (FAB)
 GV3442'RECOVERED IN GOOD CONDITION.
 GV3442
 GV3442                          STATION RECOVERY (2000)
 GV3442
 GV3442'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3442'RECOVERED IN GOOD CONDITION.
 GV3442
 GV3442                          STATION RECOVERY (2004)
 GV3442
 GV3442'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1935 ***********************************************************************
 GW1935  DESIGNATION -  D 476
 GW1935  PID         -  GW1935
 GW1935  STATE/COUNTY-  VA/AMELIA
 GW1935  USGS QUAD   -  JETERSVILLE (1968)
 GW1935
 GW1935                         *CURRENT SURVEY CONTROL
 GW1935  ___________________________________________________________________
 GW1935* NAD 83(1986)-  37 16 58.     (N)    078 06 36.     (W)     SCALED    
 GW1935* NAVD 88     -       134.204  (meters)     440.30   (feet)  ADJUSTED  
 GW1935  ___________________________________________________________________
 GW1935  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GW1935  DYNAMIC HT  -         134.109 (meters)     439.99  (feet)  COMP
 GW1935  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 GW1935
 GW1935  VERT ORDER  -  FIRST     CLASS II
 GW1935
 GW1935.The horizontal coordinates were scaled from a topographic map and have
 GW1935.an estimated accuracy of +/- 6 seconds.
 GW1935
 GW1935.The orthometric height was determined by differential leveling
 GW1935.and adjusted by the National Geodetic Survey in June 1991..
 GW1935
 GW1935.The geoid height was determined by GEOID03.
 GW1935
 GW1935.The dynamic height is computed by dividing the NAVD 88
 GW1935.geopotential number by the normal gravity value computed on the
 GW1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1935.degrees latitude (g = 980.6199 gals.).
 GW1935
 GW1935.The modeled gravity was interpolated from observed gravity values.
 GW1935
 GW1935;                    North         East    Units  Estimated Accuracy
 GW1935;SPC VA S     - 1,105,440.    3,534,580.      MT  (+/- 180 meters Scaled)
 GW1935
 GW1935                          SUPERSEDED SURVEY CONTROL
 GW1935
 GW1935.No superseded survey control is available for this station.
 GW1935
 GW1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB562301(NAD 83)
 GW1935_MARKER: DB = BENCH MARK DISK
 GW1935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1935_SP_SET: STAINLESS STEEL ROD
 GW1935_STAMPING: D 476 1979
 GW1935_PROJECTION: FLUSH
 GW1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1935+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW1935_ROD/PIPE-DEPTH: 3.05 meters
 GW1935
 GW1935  HISTORY     - Date     Condition        Report By
 GW1935  HISTORY     - 1979     MONUMENTED       NGS
 GW1935  HISTORY     - 19950124 GOOD             USPSQD
 GW1935  HISTORY     - 20000304 GOOD             USPSQD
 GW1935  HISTORY     - 20041027 GOOD             USPSQD
 GW1935
 GW1935                          STATION DESCRIPTION
 GW1935
 GW1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1935'8.4 MI SW FROM AMELIA COURT HOUSE.
 GW1935'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 360 FROM ITS
 GW1935'JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT HOUSE, AND THENCE
 GW1935'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 360.  MARK IS SET AT
 GW1935'TRANSPOLE NUMBER JI 39 WITH ONE WIRE CROSSING OVER THE HIGHWAY,
 GW1935'113 FEET SOUTHWEST OF THE CENTER OF A DRIVE LEADING EAST-SOUTHEAST,
 GW1935'44 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 GW1935'LANES OF THE HIGHWAY, AND 2 FEET NORTHEAST OF THE POLE.  NOTE=ROD
 GW1935'WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 GW1935'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 GW1935'THE MARK IS 14 FT BELOW THE HIGHWAY.
 GW1935
 GW1935                          STATION RECOVERY (1995)
 GW1935
 GW1935'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1935'RECOVERED IN GOOD CONDITION.
 GW1935
 GW1935                          STATION RECOVERY (2000)
 GW1935
 GW1935'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW1935'RECOVERED IN GOOD CONDITION.
 GW1935
 GW1935                          STATION RECOVERY (2004)
 GW1935
 GW1935'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1426 ***********************************************************************
 GV1426  DESIGNATION -  D 49
 GV1426  PID         -  GV1426
 GV1426  STATE/COUNTY-  VA/HENRICO
 GV1426  USGS QUAD   -  QUINTON (1987)
 GV1426
 GV1426                         *CURRENT SURVEY CONTROL
 GV1426  ___________________________________________________________________
 GV1426* NAD 83(1986)-  37 31 20.     (N)    077 14 32.     (W)     SCALED    
 GV1426* NAVD 88     -        29.654  (meters)      97.29   (feet)  ADJUSTED  
 GV1426  ___________________________________________________________________
 GV1426  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GV1426  DYNAMIC HT  -          29.634 (meters)      97.22  (feet)  COMP
 GV1426  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 GV1426
 GV1426  VERT ORDER  -  SECOND    CLASS 0
 GV1426
 GV1426.The horizontal coordinates were scaled from a topographic map and have
 GV1426.an estimated accuracy of +/- 6 seconds.
 GV1426
 GV1426.The orthometric height was determined by differential leveling
 GV1426.and adjusted by the National Geodetic Survey in June 1991..
 GV1426
 GV1426.The geoid height was determined by GEOID03.
 GV1426
 GV1426.The dynamic height is computed by dividing the NAVD 88
 GV1426.geopotential number by the normal gravity value computed on the
 GV1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1426.degrees latitude (g = 980.6199 gals.).
 GV1426
 GV1426.The modeled gravity was interpolated from observed gravity values.
 GV1426
 GV1426;                    North         East    Units  Estimated Accuracy
 GV1426;SPC VA S     - 1,132,680.    3,611,180.      MT  (+/- 180 meters Scaled)
 GV1426
 GV1426                          SUPERSEDED SURVEY CONTROL
 GV1426
 GV1426  NGVD 29 (??/??/??)   29.972  (m)           98.33   (f) ADJUSTED    2 0
 GV1426
 GV1426.Superseded values are not recommended for survey control.
 GV1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1426.See file dsdata.txt to determine how the superseded data were derived.
 GV1426
 GV1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG018551(NAD 83)
 GV1426_MARKER: DB = BENCH MARK DISK
 GV1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1426_STAMPING: 98.333 D 49 1934
 GV1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1426+STABILITY: SURFACE MOTION
 GV1426
 GV1426  HISTORY     - Date     Condition        Report By
 GV1426  HISTORY     - 1934     MONUMENTED       CGS
 GV1426  HISTORY     - 1963     GOOD             CGS
 GV1426  HISTORY     - 19940313 POOR             USPSQD
 GV1426  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1426  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1426  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1426
 GV1426                          STATION DESCRIPTION
 GV1426
 GV1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1426'AT MEADOW.
 GV1426'AT MEADOW, HENRICO COUNTY, ON THE SOUTHERN RAILWAY, 206 FEET WEST
 GV1426'OF THE CROSSING OF MEADOW ROAD, 49 FEET WEST OF MILEPOST 151,
 GV1426'10 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND ABOUT 1
 GV1426'FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 98.333 D 49
 GV1426'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 GV1426'ABOVE GROUND.  NOTE-- THE CORNERS HAVE BEEN BROKEN OFF THE CONCRETE
 GV1426'POST.  A STEEL WITNESS POST WAS SET 0.5 FOOT NORTH OF MARK.
 GV1426
 GV1426                          STATION RECOVERY (1994)
 GV1426
 GV1426'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1426'MARK RECOVERED IN POOR CONDITION.
 GV1426
 GV1426                          STATION RECOVERY (1996)
 GV1426
 GV1426'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1426'MARK NOT FOUND.
 GV1426
 GV1426                          STATION RECOVERY (2000)
 GV1426
 GV1426'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1426'MARK NOT FOUND.
 GV1426
 GV1426                          STATION RECOVERY (2005)
 GV1426
 GV1426'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1426'MOUMENT WAS FOUND IN PLACE WITH TOP BROKEN OFF AND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7926 ***********************************************************************
 HV7926  DESIGNATION -  D 493
 HV7926  PID         -  HV7926
 HV7926  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7926  USGS QUAD   -  GUINEA (1966)
 HV7926
 HV7926                         *CURRENT SURVEY CONTROL
 HV7926  ___________________________________________________________________
 HV7926* NAD 83(1986)-  38 14 36.     (N)    077 26 06.     (W)     SCALED    
 HV7926* NAVD 88     -        25.364  (meters)      83.22   (feet)  ADJUSTED  
 HV7926  ___________________________________________________________________
 HV7926  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV7926  DYNAMIC HT  -          25.349 (meters)      83.17  (feet)  COMP
 HV7926  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 HV7926
 HV7926  VERT ORDER  -  FIRST     CLASS 0
 HV7926
 HV7926.The horizontal coordinates were scaled from a topographic map and have
 HV7926.an estimated accuracy of +/- 6 seconds.
 HV7926
 HV7926.The orthometric height was determined by differential leveling
 HV7926.and adjusted by the National Geodetic Survey in June 1991..
 HV7926
 HV7926.The geoid height was determined by GEOID03.
 HV7926
 HV7926.The dynamic height is computed by dividing the NAVD 88
 HV7926.geopotential number by the normal gravity value computed on the
 HV7926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7926.degrees latitude (g = 980.6199 gals.).
 HV7926
 HV7926.The modeled gravity was interpolated from observed gravity values.
 HV7926
 HV7926;                    North         East    Units  Estimated Accuracy
 HV7926;SPC VA N     - 2,064,550.    3,593,230.      MT  (+/- 180 meters Scaled)
 HV7926
 HV7926                          SUPERSEDED SURVEY CONTROL
 HV7926
 HV7926  NGVD 29 (??/??/??)   25.612  (m)           84.03   (f) ADJUSTED    1 0
 HV7926
 HV7926.Superseded values are not recommended for survey control.
 HV7926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7926.See file dsdata.txt to determine how the superseded data were derived.
 HV7926
 HV7926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH869356(NAD 83)
 HV7926_MARKER: I = METAL ROD
 HV7926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7926_SP_SET: STAINLESS STEEL ROD
 HV7926_STAMPING: D 493 1981
 HV7926_MARK LOGO: NGS   
 HV7926_PROJECTION: FLUSH
 HV7926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7926+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7926_ROD/PIPE-DEPTH: 5    meters
 HV7926
 HV7926  HISTORY     - Date     Condition        Report By
 HV7926  HISTORY     - 1981     MONUMENTED       NGS
 HV7926  HISTORY     - 1983     GOOD             NGS
 HV7926  HISTORY     - 19880202 GOOD             USPSQD
 HV7926  HISTORY     - 19910828 GOOD             NGS
 HV7926  HISTORY     - 19981024 GOOD             USPSQD
 HV7926  HISTORY     - 20020228 GOOD             JCLS
 HV7926
 HV7926                          STATION DESCRIPTION
 HV7926
 HV7926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7926'7.8 KM.(4.85 MI) SW FROM FREDERICKSBURG.
 HV7926'6.4 KM. (3.95 MI.) SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV7926'2 FROM THE POST OFFICE IN FREDERICKSBURG, TO THE JUNCTION OF STATE
 HV7926'HIGHWAY 608, THENCE 1.4 KM. (0.9 MI.) SOUTHWEST ALONG STATE HIGHWAY
 HV7926'608, SET IN THE SOUTHERN MOST PART OF THE FREDERICKSBURG NATIONAL
 HV7926'MILITARY PARK, ACROSS THE TRACKS FROM THE STATE HIGHWAY 608, ALSO
 HV7926'6.1 KM. (3.8 MI.) EAST ALONG STATE HIGHWAY 636 (MINE ROAD) FROM THE
 HV7926'JUNCTION OF U.S. HIGHWAY 1 NEAR FOUR MILE FORK, THENCE 0.16 KM.
 HV7926'(0.1 MI.) NORTHEAST ALONG STATE HIGHWAY 608, 8.6 M. (28.3 FT.) WEST
 HV7926'OF THE MOST WESTERLY RAIL OF SIX RAILS, 0.8 M. (2.5 FT.) WEST
 HV7926'OF A TELEPHONE POLE, AND 0.9 M. (3.0 FT.) EAST OF A VERTICAL
 HV7926'STEEL RAIL. DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH
 HV7926'IS HAD THROUGH A 13-CM. LOGO CAP.
 HV7926'A STAINLESS STEEL ROD SET TO THE DEPTH OF 16.0 FEET ENCASED IN
 HV7926'A PIPE FLUSH WITH GROUND.
 HV7926
 HV7926                          STATION RECOVERY (1983)
 HV7926
 HV7926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7926'RECOVERED IN GOOD CONDITION.
 HV7926
 HV7926                          STATION RECOVERY (1988)
 HV7926
 HV7926'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDR)
 HV7926'RECOVERED IN GOOD CONDITION.
 HV7926
 HV7926                          STATION RECOVERY (1991)
 HV7926
 HV7926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7926'FROM THE INTERSECTION OF US HIGHWAY 1 AND US HIGHWAY 17 BYPASS SOUTH
 HV7926'OF FREDERICKSBURG GO NORTH ON US HWY 1 FOR 1.5 MI (2.4 KM) TO THE
 HV7926'JUNCTION OF STATE ROUTE 636 (MINE ROAD).  TURN RIGHT AND GO EAST ON
 HV7926'STATE ROUTE 636 (MINE ROAD) FOR 3.6 MI (5.8 KM) TO STATE ROUTE 750
 HV7926'(LEE DRIVE EXT.) TO THE LEFT.  CONTINUE EASTERLY FOR O.3 MITO THE END
 HV7926'OF THE ROAD AT THE RAILROAD TRACKS AND THE MARK ON THE RIGHT.  THE
 HV7926'PLACE IS KNOWN AS OLD HAMILTONS CROSSING SITE, AND THE
 HV7926'FREDERICKSBURG AND SPOTSYLVANIA NATIONAL MILITARY PARK IS TO THE
 HV7926'LEFT.  THE MARK IS A STAINLESS STEEL ROD SET INSIDE AN NGS LOGO CAP
 HV7926'FLUSH WITH THE GROUND.  1.8 FT (0.5 M) NORTH OF A WITNESS POST 2.0 FT
 HV7926'(0.6 M) WEST OF A TELEPHONE POLE WITH NO NUMBER 3.  FT (0.9 M)
 HV7926'SOUTHEAST OF A SECTION OF RAILROAD TRACK SET VERTICALLY IN THE GROUND
 HV7926'28 FT (8.5 M) WEST OF THE WEST RAIL OF THE RAILROAD TRACKS 32 FT (9.8
 HV7926'M) SOUTH OF THE CENTER OF THE END OF STATE ROUTE 750
 HV7926
 HV7926                          STATION RECOVERY (1998)
 HV7926
 HV7926'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7926'RECOVERED IN GOOD CONDITION.
 HV7926
 HV7926                          STATION RECOVERY (2002)
 HV7926
 HV7926'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 HV7926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1990 ***********************************************************************
 GW1990  DESIGNATION -  D 494
 GW1990  PID         -  GW1990
 GW1990  STATE/COUNTY-  VA/CAMPBELL
 GW1990  USGS QUAD   -  CITY FARM (1985)
 GW1990
 GW1990                         *CURRENT SURVEY CONTROL
 GW1990  ___________________________________________________________________
 GW1990* NAD 83(1986)-  37 15 07.     (N)    079 11 08.     (W)     SCALED    
 GW1990* NAVD 88     -       277.822  (meters)     911.49   (feet)  ADJUSTED  
 GW1990  ___________________________________________________________________
 GW1990  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1990  DYNAMIC HT  -         277.609 (meters)     910.79  (feet)  COMP
 GW1990  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 GW1990
 GW1990  VERT ORDER  -  FIRST     CLASS II
 GW1990
 GW1990.The horizontal coordinates were scaled from a topographic map and have
 GW1990.an estimated accuracy of +/- 6 seconds.
 GW1990
 GW1990.The orthometric height was determined by differential leveling
 GW1990.and adjusted by the National Geodetic Survey in June 1991..
 GW1990
 GW1990.The geoid height was determined by GEOID03.
 GW1990
 GW1990.The dynamic height is computed by dividing the NAVD 88
 GW1990.geopotential number by the normal gravity value computed on the
 GW1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1990.degrees latitude (g = 980.6199 gals.).
 GW1990
 GW1990.The modeled gravity was interpolated from observed gravity values.
 GW1990
 GW1990;                    North         East    Units  Estimated Accuracy
 GW1990;SPC VA S     - 1,102,160.    3,439,180.      MT  (+/- 180 meters Scaled)
 GW1990
 GW1990                          SUPERSEDED SURVEY CONTROL
 GW1990
 GW1990.No superseded survey control is available for this station.
 GW1990
 GW1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB609243(NAD 83)
 GW1990_MARKER: I = METAL ROD
 GW1990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW1990_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW1990_STAMPING: D 494 1983
 GW1990_MARK LOGO: NGS   
 GW1990_PROJECTION: FLUSH
 GW1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1990+STABILITY: POSITION/ELEVATION WELL
 GW1990_ROD/PIPE-DEPTH: 9.1  meters
 GW1990_SLEEVE-DEPTH  : 6.1 meters
 GW1990
 GW1990  HISTORY     - Date     Condition        Report By
 GW1990  HISTORY     - 1983     MONUMENTED       NGS
 GW1990  HISTORY     - 1991     GOOD             USPSQD
 GW1990
 GW1990                          STATION DESCRIPTION
 GW1990
 GW1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1990'19.0 KM (11.8 MI) SW FROM LYNCHBURG.
 GW1990'19.0 KM (11.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF
 GW1990'U.S. HIGHWAYS 460 AND 501 IN LYNCHBURG TO THE MARK ON THE WEST SIDE OF
 GW1990'THE FLAGPOLE OF YELLOW BRANCH ELEMENTARY SCHOOL, 28.65 METERS
 GW1990'(94.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 2.90 METERS
 GW1990'(9.5 FT) NORTH OF THE NORTH FACE OF THE NORTH BRICK ENTRANCE WALL OF
 GW1990'THE MAIN ENTRANCE OF THE SCHOOL, 1.37 METERS (4.5 FT) WEST OF THE
 GW1990'FLAGPOLE.
 GW1990
 GW1990                          STATION RECOVERY (1991)
 GW1990
 GW1990'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLG)
 GW1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3571 ***********************************************************************
 GV3571  DESIGNATION -  D 495
 GV3571  PID         -  GV3571
 GV3571  STATE/COUNTY-  VA/C OF RICHMOND
 GV3571  USGS QUAD   -  RICHMOND (1994)
 GV3571
 GV3571                         *CURRENT SURVEY CONTROL
 GV3571  ___________________________________________________________________
 GV3571* NAD 83(1986)-  37 34 35.     (N)    077 29 54.     (W)     SCALED    
 GV3571* NAVD 88     -        72.331  (meters)     237.31   (feet)  ADJUSTED  
 GV3571  ___________________________________________________________________
 GV3571  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GV3571  DYNAMIC HT  -          72.281 (meters)     237.14  (feet)  COMP
 GV3571  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GV3571
 GV3571  VERT ORDER  -  FIRST     CLASS II
 GV3571
 GV3571.The horizontal coordinates were scaled from a topographic map and have
 GV3571.an estimated accuracy of +/- 6 seconds.
 GV3571
 GV3571.The orthometric height was determined by differential leveling
 GV3571.and adjusted by the National Geodetic Survey in June 1991..
 GV3571
 GV3571.The geoid height was determined by GEOID03.
 GV3571
 GV3571.The dynamic height is computed by dividing the NAVD 88
 GV3571.geopotential number by the normal gravity value computed on the
 GV3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3571.degrees latitude (g = 980.6199 gals.).
 GV3571
 GV3571.The modeled gravity was interpolated from observed gravity values.
 GV3571
 GV3571;                    North         East    Units  Estimated Accuracy
 GV3571;SPC VA S     - 1,138,420.    3,588,480.      MT  (+/- 180 meters Scaled)
 GV3571
 GV3571                          SUPERSEDED SURVEY CONTROL
 GV3571
 GV3571.No superseded survey control is available for this station.
 GV3571
 GV3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG793617(NAD 83)
 GV3571_MARKER: I = METAL ROD
 GV3571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3571_SP_SET: STAINLESS STEEL ROD
 GV3571_STAMPING: D 495 1983
 GV3571_MARK LOGO: NGS   
 GV3571_PROJECTION: FLUSH
 GV3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3571+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3571_ROD/PIPE-DEPTH: 6.1  meters
 GV3571
 GV3571  HISTORY     - Date     Condition        Report By
 GV3571  HISTORY     - 1983     MONUMENTED       NGS
 GV3571  HISTORY     - 19950507 GOOD             USPSQD
 GV3571  HISTORY     - 20000307 GOOD             USPSQD
 GV3571  HISTORY     - 20040303 GOOD             USPSQD
 GV3571  HISTORY     - 20060313 GOOD             USPSQD
 GV3571
 GV3571                          STATION DESCRIPTION
 GV3571
 GV3571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3571'IN RICHMOND.
 GV3571'IN RICHMOND, 1.8 KM (1.1 MI) NORTHWEST ALONG MONUMENT AVENUE FROM THE
 GV3571'NORTHWEST END OF THE MONUMENT AVENUE BRIDGE OVER I-195 TO THE MARK ON
 GV3571'THE LEFT, IN THE SOUTH ANGLE OF THE JUNCTION OF STAPLES MILL ROAD, AT
 GV3571'THE EXTREME NORTH CORNER OF THE PROPERTY OF THE HOLLY COMFORTER
 GV3571'CHURCH, 6.18 METERS (20.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 GV3571'SOUTHEASTBOUND LANE OF MONUMENT AVENUE, 3.87 METERS (12.7 FT)
 GV3571'SOUTHEAST OF THE SOUTHEAST CURB OF STAPLES MILL ROAD, 4.18 METERS
 GV3571'(15.8 FT) WEST OF A CONCRETE POST SUPPORTING A MAILBOX, 5.02 METERS
 GV3571'(16.5 FT) NORTH OF THE NORTHEAST CORNER OF A BULLETIN BOARD SIGN.
 GV3571'THE MARK IS 0.3 M ABOVE MONUMENT STREET.
 GV3571
 GV3571                          STATION RECOVERY (1995)
 GV3571
 GV3571'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3571'RECOVERED IN GOOD CONDITION.
 GV3571
 GV3571                          STATION RECOVERY (2000)
 GV3571
 GV3571'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3571'RECOVERED IN GOOD CONDITION.
 GV3571
 GV3571                          STATION RECOVERY (2004)
 GV3571
 GV3571'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3571'RECOVERED IN GOOD CONDITION.
 GV3571
 GV3571                          STATION RECOVERY (2006)
 GV3571
 GV3571'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2080 ***********************************************************************
 GW2080  DESIGNATION -  D 496
 GW2080  PID         -  GW2080
 GW2080  STATE/COUNTY-  VA/AMHERST
 GW2080  USGS QUAD   -  KELLY (1986)
 GW2080
 GW2080                         *CURRENT SURVEY CONTROL
 GW2080  ___________________________________________________________________
 GW2080* NAD 83(1986)-  37 25 34.     (N)    079 06 57.     (W)     SCALED    
 GW2080* NAVD 88     -       203.531  (meters)     667.75   (feet)  ADJUSTED  
 GW2080  ___________________________________________________________________
 GW2080  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 GW2080  DYNAMIC HT  -         203.378 (meters)     667.25  (feet)  COMP
 GW2080  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 GW2080
 GW2080  VERT ORDER  -  FIRST     CLASS II
 GW2080
 GW2080.The horizontal coordinates were scaled from a topographic map and have
 GW2080.an estimated accuracy of +/- 6 seconds.
 GW2080
 GW2080.The orthometric height was determined by differential leveling
 GW2080.and adjusted by the National Geodetic Survey in June 1991..
 GW2080
 GW2080.The geoid height was determined by GEOID03.
 GW2080
 GW2080.The dynamic height is computed by dividing the NAVD 88
 GW2080.geopotential number by the normal gravity value computed on the
 GW2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2080.degrees latitude (g = 980.6199 gals.).
 GW2080
 GW2080.The modeled gravity was interpolated from observed gravity values.
 GW2080
 GW2080;                    North         East    Units  Estimated Accuracy
 GW2080;SPC VA S     - 1,121,450.    3,445,490.      MT  (+/- 180 meters Scaled)
 GW2080
 GW2080                          SUPERSEDED SURVEY CONTROL
 GW2080
 GW2080.No superseded survey control is available for this station.
 GW2080
 GW2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB667438(NAD 83)
 GW2080_MARKER: DB = BENCH MARK DISK
 GW2080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW2080_SP_SET: ABUTMENT
 GW2080_STAMPING: D 496 1983
 GW2080_MARK LOGO: NGS   
 GW2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2080
 GW2080  HISTORY     - Date     Condition        Report By
 GW2080  HISTORY     - 1983     MONUMENTED       NGS
 GW2080
 GW2080                          STATION DESCRIPTION
 GW2080
 GW2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2080'2.4 KM (1.5 MI) NE FROM LYNCHBURG.
 GW2080'1.85 KM (1.15 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST
 GW2080'END OF THE BRIDGE OVER THE JAMES RIVER ON THE NORTHEAST SIDE OF
 GW2080'LYNCHBURG, THENCE 0.5 KM (0.35 MI) EAST ALONG STATE HIGHWAY 622 TO THE
 GW2080'MARK ON THE RIGHT, IN THE SOUTHWEST ABUTMENT OF A BRIDGE, 4.7 METERS
 GW2080'(15.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT)
 GW2080'SOUTH OF THE END OF THE BRIDGE.
 GW2080'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2002 ***********************************************************************
 GW2002  DESIGNATION -  D 497
 GW2002  PID         -  GW2002
 GW2002  STATE/COUNTY-  VA/GOOCHLAND
 GW2002  USGS QUAD   -  CARTERSVILLE (1979)
 GW2002
 GW2002                         *CURRENT SURVEY CONTROL
 GW2002  ___________________________________________________________________
 GW2002* NAD 83(1986)-  37 43 52.     (N)    078 04 14.     (W)     SCALED    
 GW2002* NAVD 88     -        94.354  (meters)     309.56   (feet)  ADJUSTED  
 GW2002  ___________________________________________________________________
 GW2002  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2002  DYNAMIC HT  -          94.289 (meters)     309.35  (feet)  COMP
 GW2002  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 GW2002
 GW2002  VERT ORDER  -  FIRST     CLASS II
 GW2002
 GW2002.The horizontal coordinates were scaled from a topographic map and have
 GW2002.an estimated accuracy of +/- 6 seconds.
 GW2002
 GW2002.The orthometric height was determined by differential leveling
 GW2002.and adjusted by the National Geodetic Survey in June 1991..
 GW2002
 GW2002.The geoid height was determined by GEOID03.
 GW2002
 GW2002.The dynamic height is computed by dividing the NAVD 88
 GW2002.geopotential number by the normal gravity value computed on the
 GW2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2002.degrees latitude (g = 980.6199 gals.).
 GW2002
 GW2002.The modeled gravity was interpolated from observed gravity values.
 GW2002
 GW2002;                    North         East    Units  Estimated Accuracy
 GW2002;SPC VA S     - 1,155,210.    3,537,860.      MT  (+/- 180 meters Scaled)
 GW2002
 GW2002                          SUPERSEDED SURVEY CONTROL
 GW2002
 GW2002.No superseded survey control is available for this station.
 GW2002
 GW2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB581800(NAD 83)
 GW2002_MARKER: I = METAL ROD
 GW2002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2002_SP_SET: STAINLESS STEEL ROD
 GW2002_STAMPING: D 497 1983
 GW2002_MARK LOGO: NGS   
 GW2002_PROJECTION: FLUSH
 GW2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2002+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW2002_ROD/PIPE-DEPTH: 4.9  meters
 GW2002
 GW2002  HISTORY     - Date     Condition        Report By
 GW2002  HISTORY     - 1983     MONUMENTED       NGS
 GW2002  HISTORY     - 19980225 GOOD             USPSQD
 GW2002  HISTORY     - 20060311 GOOD             USPSQD
 GW2002
 GW2002                          STATION DESCRIPTION
 GW2002
 GW2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2002'18.6 KM (11.55 MI) WNW FROM GOOCHLAND.
 GW2002'18.6 KM (11.55 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 6 FROM THE POST
 GW2002'OFFICE IN GOOCHLAND TO THE MARK ON THE RIGHT, NORTH OF A COMMEMORATIVE
 GW2002'HISTORICAL PLAQUE (SA-5 ELK HILL), 15.24 METERS (50.0 FT) NORTH OF THE
 GW2002'CENTERLINE OF THE HIGHWAY, 48.46 METERS (159.0 FT) WEST OF THE CENTER
 GW2002'OF DAVIS MILL ROAD, 5.33 METERS (17.5 FT) NORTH OF THE PLAQUE.
 GW2002'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 GW2002'THE MARK IS 1.21 M ABOVE HIGHWAY.
 GW2002
 GW2002                          STATION RECOVERY (1998)
 GW2002
 GW2002'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2002'RECOVERED IN GOOD CONDITION.
 GW2002
 GW2002                          STATION RECOVERY (2006)
 GW2002
 GW2002'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2096 ***********************************************************************
 FY2096  DESIGNATION -  D 498
 FY2096  PID         -  FY2096
 FY2096  STATE/COUNTY-  VA/C OF DANVILLE
 FY2096  USGS QUAD   -  DANVILLE (1984)
 FY2096
 FY2096                         *CURRENT SURVEY CONTROL
 FY2096  ___________________________________________________________________
 FY2096* NAD 83(1986)-  36 33 07.     (N)    079 27 33.     (W)     SCALED    
 FY2096* NAVD 88     -       194.032  (meters)     636.59   (feet)  ADJUSTED  
 FY2096  ___________________________________________________________________
 FY2096  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FY2096  DYNAMIC HT  -         193.871 (meters)     636.06  (feet)  COMP
 FY2096  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 FY2096
 FY2096  VERT ORDER  -  FIRST     CLASS II
 FY2096
 FY2096.The horizontal coordinates were scaled from a topographic map and have
 FY2096.an estimated accuracy of +/- 6 seconds.
 FY2096
 FY2096.The orthometric height was determined by differential leveling
 FY2096.and adjusted by the National Geodetic Survey in June 1991..
 FY2096
 FY2096.The geoid height was determined by GEOID03.
 FY2096
 FY2096.The dynamic height is computed by dividing the NAVD 88
 FY2096.geopotential number by the normal gravity value computed on the
 FY2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2096.degrees latitude (g = 980.6199 gals.).
 FY2096
 FY2096.The modeled gravity was interpolated from observed gravity values.
 FY2096
 FY2096;                    North         East    Units  Estimated Accuracy
 FY2096;SPC VA S     - 1,024,700.    3,414,120.      MT  (+/- 180 meters Scaled)
 FY2096
 FY2096                          SUPERSEDED SURVEY CONTROL
 FY2096
 FY2096  NGVD 29 (03/05/92)  194.269  (m)          637.36   (f) ADJUSTED    1 2
 FY2096
 FY2096.Superseded values are not recommended for survey control.
 FY2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2096.See file dsdata.txt to determine how the superseded data were derived.
 FY2096
 FY2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA379462(NAD 83)
 FY2096_MARKER: I = METAL ROD
 FY2096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2096_SP_SET: STAINLESS STEEL ROD
 FY2096_STAMPING: D 498 1983
 FY2096_MARK LOGO: NGS   
 FY2096_PROJECTION: FLUSH
 FY2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2096_ROD/PIPE-DEPTH: 9.8  meters
 FY2096
 FY2096  HISTORY     - Date     Condition        Report By
 FY2096  HISTORY     - 1983     MONUMENTED       NGS
 FY2096
 FY2096                          STATION DESCRIPTION
 FY2096
 FY2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2096'7.4 KM (4.6 MI) SW FROM DANVILLE.
 FY2096'4.75 KM (2.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 29 BUSINESS FROM THE
 FY2096'POST OFFICE IN DANVILLE, THENCE 2.65 KM (1.65 MI) SOUTHWEST ALONG U.S.
 FY2096'HIGHWAY 29 TO THE JUNCTION OF CLEARVIEW DRIVE AND THE MARK ON THE
 FY2096'LEFT, AT THE SOUTHWEST CORNER OF A GOLF COURSE, 35.05 METERS
 FY2096'(115.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 FY2096'HIGHWAY, 7.62 METERS (25.0 FT) NORTHEAST OF THE CENTER OF THE DRIVE,
 FY2096'0.85 METER (2.8 FT) SOUTHEAST OF THE NORTHWEST END OF A ROUGH BOARD
 FY2096'FENCE ALONG THE GOLF COURSE PROPERTY.
 FY2096'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2018 ***********************************************************************
 GW2018  FBN         -  This is a Federal Base Network Control Station.
 GW2018  DESIGNATION -  D 499
 GW2018  PID         -  GW2018
 GW2018  STATE/COUNTY-  VA/FLUVANNA
 GW2018  USGS QUAD   -  PALMYRA (1974)
 GW2018
 GW2018                         *CURRENT SURVEY CONTROL
 GW2018  ___________________________________________________________________
 GW2018* NAD 83(1993)-  37 48 14.64419(N)    078 21 41.10612(W)     ADJUSTED  
 GW2018* NAVD 88     -       153.069  (meters)     502.19   (feet)  ADJUSTED  
 GW2018  ___________________________________________________________________
 GW2018  X           -   1,017,944.135 (meters)                     COMP
 GW2018  Y           -  -4,942,139.317 (meters)                     COMP
 GW2018  Z           -   3,888,358.036 (meters)                     COMP
 GW2018  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GW2018  ELLIP HEIGHT-         120.93  (meters)          (07/14/04) GPS OBS
 GW2018  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2018  DYNAMIC HT  -         152.964 (meters)     501.85  (feet)  COMP
 GW2018  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 GW2018
 GW2018  HORZ ORDER  -  B
 GW2018  VERT ORDER  -  FIRST     CLASS II
 GW2018  ELLP ORDER  -  THIRD     CLASS II
 GW2018
 GW2018.The horizontal coordinates were established by GPS observations
 GW2018.and adjusted by the National Geodetic Survey in June 1994..
 GW2018
 GW2018.The orthometric height was determined by differential leveling
 GW2018.and adjusted by the National Geodetic Survey in June 1991..
 GW2018.WARNING-GPS observations at this control monument resulted in a GPS
 GW2018.derived orthometric height which differed from the leveled height by
 GW2018.more than one decimeter (0.1 meter).
 GW2018
 GW2018.Photographs are available for this station.
 GW2018
 GW2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2018
 GW2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2018
 GW2018.The ellipsoidal height was determined by GPS observations
 GW2018.and is referenced to NAD 83.
 GW2018
 GW2018.The geoid height was determined by GEOID03.
 GW2018
 GW2018.The dynamic height is computed by dividing the NAVD 88
 GW2018.geopotential number by the normal gravity value computed on the
 GW2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2018.degrees latitude (g = 980.6199 gals.).
 GW2018
 GW2018.The modeled gravity was interpolated from observed gravity values.
 GW2018
 GW2018;                    North         East     Units Scale Factor Converg.
 GW2018;SPC VA S     - 1,163,227.263 3,512,203.962   MT  0.99997437   +0 05 02.8
 GW2018;SPC VA S     - 3,816,354.78 11,522,955.83   sFT  0.99997437   +0 05 02.8
 GW2018;UTM  17      - 4,187,356.258   732,296.015   MT  1.00026468   +1 37 05.1
 GW2018
 GW2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2018!SPC VA S     -   0.99998102  x   0.99997437  =   0.99995539
 GW2018!UTM  17      -   0.99998102  x   1.00026468  =   1.00024570
 GW2018
 GW2018                          SUPERSEDED SURVEY CONTROL
 GW2018
 GW2018  ELLIP H (08/14/01)  120.93   (m)                       GP(       ) 4 1
 GW2018  ELLIP H (06/29/94)  120.94   (m)                       GP(       ) 4 1
 GW2018  NAD 83(1993)-  37 48 14.64421(N)    078 21 41.10613(W) AD(       ) B
 GW2018  ELLIP H (04/04/94)  120.93   (m)                       GP(       ) 4 1
 GW2018  NAVD 88 (04/04/94)  153.07   (m)          502.2    (f) LEVELING    3  
 GW2018
 GW2018.Superseded values are not recommended for survey control.
 GW2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2018.See file dsdata.txt to determine how the superseded data were derived.
 GW2018
 GW2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3229687356(NAD 83)
 GW2018_MARKER: I = METAL ROD
 GW2018_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2018_SP_SET: STAINLESS STEEL ROD
 GW2018_STAMPING: D 499 1983
 GW2018_MARK LOGO: NGS   
 GW2018_PROJECTION: FLUSH
 GW2018_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2018+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2018_ROD/PIPE-DEPTH: 7.92 meters
 GW2018
 GW2018  HISTORY     - Date     Condition        Report By
 GW2018  HISTORY     - 1983     MONUMENTED       NGS
 GW2018  HISTORY     - 19930721 GOOD             NGS
 GW2018  HISTORY     - 19980207 GOOD             USPSQD
 GW2018  HISTORY     - 20000120 GOOD             NGS
 GW2018  HISTORY     - 20020918 GOOD             NGS
 GW2018  HISTORY     - 20031009 GOOD             USPSQD
 GW2018  HISTORY     - 20060209 GOOD             USPSQD
 GW2018
 GW2018                          STATION DESCRIPTION
 GW2018
 GW2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2018'13.6 KM (8.45 MI) EAST FROM SCOTTSVILLE.
 GW2018'13.6 KM (8.45 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF
 GW2018'STATE HIGHWAY 20 IN SCOTTSVILLE TO THE JUNCTION OF COUNTY ROAD 620 AND
 GW2018'KIDDS STORE AND THE MARK ON THE LEFT, 27.74 METERS (91.0 FT) NORTHWEST
 GW2018'OF THE CENTERLINE OF THE HIGHWAY, 9.14 METERS (30.0 FT) WEST OF THE
 GW2018'CENTERLINE OF THE COUNTY ROAD, 26.82 METERS (88.0 FT) SOUTHWEST AND
 GW2018'ACROSS THE COUNTY ROAD FROM THE SOUTH ENTRANCE TO KIDDS STORE,
 GW2018'0.45 METER (1.5 FT) SOUTH OF POWER POLE CE1A.
 GW2018'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 GW2018'THE MARK IS 0.30 M ABOVE HIGHWAY.
 GW2018
 GW2018                          STATION RECOVERY (1993)
 GW2018
 GW2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2018'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF SCOTTSVILLE, 6.0
 GW2018'MI (9.7 KM) SOUTHWEST OF PALMYRA AND AT THE JUNCTION OF SECONDARY
 GW2018'STATE HIGHWAY 620 AND STATE HIGHWAY 6 AT KIDDS STORE.
 GW2018'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GW2018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND STATE
 GW2018'HIGHWAY 20 IN SCOTTSVILLE, GO EAST ON STATE HIGHWAY 6 FOR 8.45 MI
 GW2018'(13.60 KM) TO THE JUNCTION OF SECONDARY STATE HIGHWAY 620, AT KIDDS
 GW2018'STORE AND THE STATION ON THE LEFT.
 GW2018'LOCATED 27.7 M (90.9 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 GW2018'6, 26.8 M (87.9 FT) SOUTHWEST AND ACROSS STATE HIGHWAY 620 FROM THE
 GW2018'SOUTH ENTRANCE TO KIDDS STORE, 9.1 M (29.9 FT) WEST OF THE CENTERLINE
 GW2018'OF STATE HIGHWAY 620 AND 0.45 M (1.48 FT) SOUTH FROM POWER POLE CE1A.
 GW2018
 GW2018                          STATION RECOVERY (1998)
 GW2018
 GW2018'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2018'RECOVERED IN GOOD CONDITION.
 GW2018
 GW2018                          STATION RECOVERY (2000)
 GW2018
 GW2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 GW2018'RECOVERED BY NATIONAL GEODETIC SURVERY, RECOVERED AS PREVIOUSLY
 GW2018'DESCRIBED.
 GW2018
 GW2018                          STATION RECOVERY (2002)
 GW2018
 GW2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (NC)
 GW2018'RECOVERED IN GOOD CONDITION.
 GW2018
 GW2018                          STATION RECOVERY (2003)
 GW2018
 GW2018'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2018'RECOVERED IN GOOD CONDITION.
 GW2018
 GW2018                          STATION RECOVERY (2006)
 GW2018
 GW2018'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0076 ***********************************************************************
 FY0076  DESIGNATION -  D 50
 FY0076  PID         -  FY0076
 FY0076  STATE/COUNTY-  VA/BRUNSWICK
 FY0076  USGS QUAD   -  FORKSVILLE (1981)
 FY0076
 FY0076                         *CURRENT SURVEY CONTROL
 FY0076  ___________________________________________________________________
 FY0076* NAD 83(1986)-  36 45 41.     (N)    078 00 57.     (W)     SCALED    
 FY0076* NAVD 88     -        97.759  (meters)     320.73   (feet)  POSTED    
 FY0076  ___________________________________________________________________
 FY0076  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FY0076  DYNAMIC HT  -          97.680 (meters)     320.47  (feet)  COMP
 FY0076  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 FY0076
 FY0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0076
 FY0076.The horizontal coordinates were scaled from a topographic map and have
 FY0076.an estimated accuracy of +/- 6 seconds.
 FY0076
 FY0076.The orthometric height was determined by differential leveling
 FY0076.and adjusted by the National Geodetic Survey in 1992..
 FY0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0076.rate of 0.0 thru 1.0 mm/km.
 FY0076
 FY0076.The geoid height was determined by GEOID03.
 FY0076
 FY0076.The dynamic height is computed by dividing the NAVD 88
 FY0076.geopotential number by the normal gravity value computed on the
 FY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0076.degrees latitude (g = 980.6199 gals.).
 FY0076
 FY0076.The modeled gravity was interpolated from observed gravity values.
 FY0076
 FY0076;                    North         East    Units  Estimated Accuracy
 FY0076;SPC VA S     - 1,047,610.    3,543,230.      MT  (+/- 180 meters Scaled)
 FY0076
 FY0076                          SUPERSEDED SURVEY CONTROL
 FY0076
 FY0076  NGVD 29 (??/??/92)   98.07   (m)          321.8    (f) COMPUTED    2 0
 FY0076
 FY0076.Superseded values are not recommended for survey control.
 FY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0076.See file dsdata.txt to determine how the superseded data were derived.
 FY0076
 FY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA663725(NAD 83)
 FY0076_MARKER: DB = BENCH MARK DISK
 FY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0076_STAMPING: 321.758 D 50 1934
 FY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0076+STABILITY: SURFACE MOTION
 FY0076
 FY0076  HISTORY     - Date     Condition        Report By
 FY0076  HISTORY     - 1934     MONUMENTED       CGS
 FY0076  HISTORY     - 1960     MARK NOT FOUND   NGS
 FY0076  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY0076
 FY0076                          STATION DESCRIPTION
 FY0076
 FY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0076'1.8 MI E FROM SKELTON.
 FY0076'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 FY0076'ON THIS DATE.  ORIGINAL DESCRIPTION-- IN BRUNSWICK COUNTY,
 FY0076'1.8 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0076'STATION AT SKELTON, MECKLENBURG COUNTY, 312 YARDS SOUTHWEST
 FY0076'OF MILEPOST 72, 26 FEET EAST OF THE CENTER OF A DIRT-ROAD
 FY0076'CROSSING, 15 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 FY0076'3 FEET NORTHEAST OF THE SIGN SKELTON, 1 FOOT LOWER THAN THE
 FY0076'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 FY0076'ABOVE GROUND.
 FY0076
 FY0076                          STATION RECOVERY (2001)
 FY0076
 FY0076'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1082 ***********************************************************************
 JW1082  DESIGNATION -  D 500
 JW1082  PID         -  JW1082
 JW1082  STATE/COUNTY-  VA/CLARKE
 JW1082  USGS QUAD   -  STEPHENSON (1987)
 JW1082
 JW1082                         *CURRENT SURVEY CONTROL
 JW1082  ___________________________________________________________________
 JW1082* NAD 83(1986)-  39 13 27.     (N)    078 03 38.     (W)     SCALED    
 JW1082* NAVD 88     -       144.485  (meters)     474.03   (feet)  ADJUSTED  
 JW1082  ___________________________________________________________________
 JW1082  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JW1082  DYNAMIC HT  -         144.396 (meters)     473.74  (feet)  COMP
 JW1082  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JW1082
 JW1082  VERT ORDER  -  FIRST     CLASS II
 JW1082
 JW1082.The horizontal coordinates were scaled from a topographic map and have
 JW1082.an estimated accuracy of +/- 6 seconds.
 JW1082
 JW1082.The orthometric height was determined by differential leveling
 JW1082.and adjusted by the National Geodetic Survey in June 1991..
 JW1082
 JW1082.The geoid height was determined by GEOID03.
 JW1082
 JW1082.The dynamic height is computed by dividing the NAVD 88
 JW1082.geopotential number by the normal gravity value computed on the
 JW1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1082.degrees latitude (g = 980.6199 gals.).
 JW1082
 JW1082.The modeled gravity was interpolated from observed gravity values.
 JW1082
 JW1082;                    North         East    Units  Estimated Accuracy
 JW1082;SPC VA N     - 2,172,980.    3,537,950.      MT  (+/- 180 meters Scaled)
 JW1082
 JW1082                          SUPERSEDED SURVEY CONTROL
 JW1082
 JW1082.No superseded survey control is available for this station.
 JW1082
 JW1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD537457(NAD 83)
 JW1082_MARKER: DB = BENCH MARK DISK
 JW1082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1082_SP_SET: WINGWALL
 JW1082_STAMPING: D 500 1983
 JW1082_MARK LOGO: NGS   
 JW1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1082+STABILITY: SURFACE MOTION
 JW1082
 JW1082  HISTORY     - Date     Condition        Report By
 JW1082  HISTORY     - 1983     MONUMENTED       NGS
 JW1082
 JW1082                          STATION DESCRIPTION
 JW1082
 JW1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1082'5.1 KM (3.25 MI) EAST FROM STEPHENSON.
 JW1082'5.1 KM (3.25 MI) NORTHEAST ALONG COUNTY ROAD 761 FROM THE JUNCTION OF
 JW1082'U.S. HIGHWAY 11 IN STEPHENSON TO THE MARK ON THE LEFT, IN THE
 JW1082'NORTHEAST WINGWALL OF A BRIDGE OVER OPEQUON CREEK, 4.2 METERS
 JW1082'(14.0 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD 13, 3.0 METERS
 JW1082'(10.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL, 2.7 METERS
 JW1082'(9.0 FT) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE.
 JW1082'THE MARK IS ABOVE LEVEL WITH ROAD 761.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3161 ***********************************************************************
 HW3161  DESIGNATION -  D 501
 HW3161  PID         -  HW3161
 HW3161  STATE/COUNTY-  VA/WARREN
 HW3161  USGS QUAD   -  FRONT ROYAL (1994)
 HW3161
 HW3161                         *CURRENT SURVEY CONTROL
 HW3161  ___________________________________________________________________
 HW3161* NAD 83(1986)-  38 52 33.     (N)    078 08 48.     (W)     SCALED    
 HW3161* NAVD 88     -       298.044  (meters)     977.83   (feet)  ADJUSTED  
 HW3161  ___________________________________________________________________
 HW3161  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HW3161  DYNAMIC HT  -         297.843 (meters)     977.17  (feet)  COMP
 HW3161  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HW3161
 HW3161  VERT ORDER  -  FIRST     CLASS II
 HW3161
 HW3161.The horizontal coordinates were scaled from a topographic map and have
 HW3161.an estimated accuracy of +/- 6 seconds.
 HW3161
 HW3161.The orthometric height was determined by differential leveling
 HW3161.and adjusted by the National Geodetic Survey in June 1991..
 HW3161
 HW3161.The geoid height was determined by GEOID03.
 HW3161
 HW3161.The dynamic height is computed by dividing the NAVD 88
 HW3161.geopotential number by the normal gravity value computed on the
 HW3161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3161.degrees latitude (g = 980.6199 gals.).
 HW3161
 HW3161.The modeled gravity was interpolated from observed gravity values.
 HW3161
 HW3161;                    North         East    Units  Estimated Accuracy
 HW3161;SPC VA N     - 2,134,280.    3,530,660.      MT  (+/- 180 meters Scaled)
 HW3161
 HW3161                          SUPERSEDED SURVEY CONTROL
 HW3161
 HW3161.No superseded survey control is available for this station.
 HW3161
 HW3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD475068(NAD 83)
 HW3161_MARKER: DB = BENCH MARK DISK
 HW3161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3161_SP_SET: ABUTMENT
 HW3161_STAMPING: D 501 1983
 HW3161_MARK LOGO: NGS   
 HW3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3161+STABILITY: SURFACE MOTION
 HW3161
 HW3161  HISTORY     - Date     Condition        Report By
 HW3161  HISTORY     - 1983     MONUMENTED       NGS
 HW3161  HISTORY     - 20041128 GOOD             GEOCAC
 HW3161
 HW3161                          STATION DESCRIPTION
 HW3161
 HW3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3161'5.6 KM (3.45 MI) SE FROM FRONT ROYAL.
 HW3161'5.6 KM (3.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 522 FROM THE JUNCTION OF
 HW3161'STATE HIGHWAY 55 IN FRONT ROYAL TO THE MARK ON THE LEFT, IN TOP OF THE
 HW3161'NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER A SMALL STREAM,
 HW3161'6.86 METERS (22.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 HW3161'HIGHWAY, 6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTER OF A TRAIL ROAD
 HW3161'LEADING TO THE STABLES OF A ZOOLOGICAL PARK, 0.24 METER (0.8 FT)
 HW3161'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST CONCRETE BRIDGE ABUTMENT.
 HW3161'THE MARK IS 0.32 METERS  NE FROM A WITNESS POST.
 HW3161'THE MARK IS 0.30 M BELOW HIGHWAY.
 HW3161
 HW3161                          STATION RECOVERY (2004)
 HW3161
 HW3161'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW3161'LOCATED AT BASE OF STRUCTURE 1024 AS DESCRIBED, AND APPROXIMATELY 6.7
 HW3161'FEET SOUTHWEST OF A METAL POST HOLDING THE 'GATE 7' SIGN.
 HW3161' 
 HW3161'GARMIN ETREX HANDHELD CONSUMER-GRADE GPS RECEIVER RETURNS POSITION AS
 HW3161'N38D 52M 33.5S, W078D 08M 48.0S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3184 ***********************************************************************
 HW3184  DESIGNATION -  D 502
 HW3184  PID         -  HW3184
 HW3184  STATE/COUNTY-  VA/ORANGE
 HW3184  USGS QUAD   -  RAPIDAN (1984)
 HW3184
 HW3184                         *CURRENT SURVEY CONTROL
 HW3184  ___________________________________________________________________
 HW3184* NAD 83(1986)-  38 17 35.     (N)    078 03 07.     (W)     SCALED    
 HW3184* NAVD 88     -       106.185  (meters)     348.38   (feet)  ADJUSTED  
 HW3184  ___________________________________________________________________
 HW3184  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HW3184  DYNAMIC HT  -         106.119 (meters)     348.16  (feet)  COMP
 HW3184  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 HW3184
 HW3184  VERT ORDER  -  FIRST     CLASS II
 HW3184
 HW3184.The horizontal coordinates were scaled from a topographic map and have
 HW3184.an estimated accuracy of +/- 6 seconds.
 HW3184
 HW3184.The orthometric height was determined by differential leveling
 HW3184.and adjusted by the National Geodetic Survey in June 1991..
 HW3184
 HW3184.The geoid height was determined by GEOID03.
 HW3184
 HW3184.The dynamic height is computed by dividing the NAVD 88
 HW3184.geopotential number by the normal gravity value computed on the
 HW3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3184.degrees latitude (g = 980.6199 gals.).
 HW3184
 HW3184.The modeled gravity was interpolated from observed gravity values.
 HW3184
 HW3184;                    North         East    Units  Estimated Accuracy
 HW3184;SPC VA N     - 2,069,620.    3,539,200.      MT  (+/- 180 meters Scaled)
 HW3184
 HW3184                          SUPERSEDED SURVEY CONTROL
 HW3184
 HW3184.No superseded survey control is available for this station.
 HW3184
 HW3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC578424(NAD 83)
 HW3184_MARKER: I = METAL ROD
 HW3184_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HW3184+WITH SETTING: INFORMATION.
 HW3184_SP_SET: SHALLOW SET METAL ROD
 HW3184_STAMPING: D 502 1984
 HW3184_MARK LOGO: NGS   
 HW3184_PROJECTION: FLUSH
 HW3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3184_ROD/PIPE-DEPTH: 1.7  meters
 HW3184
 HW3184  HISTORY     - Date     Condition        Report By
 HW3184  HISTORY     - 1984     MONUMENTED       NGS
 HW3184  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW3184  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW3184
 HW3184                          STATION DESCRIPTION
 HW3184
 HW3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3184'2.8 KM (1.75 MI) SE FROM RAPIDAN.
 HW3184'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3184'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3184'MARK ON THE LEFT, AT A PRIVATE ROAD ENTRANCE AND CATTLEGUARD LEADING
 HW3184'TO SEDLEY LODGE, 24.08 METERS (79.0 FT) SOUTHEAST OF THE CENTER OF THE
 HW3184'HIGHWAY, 3.66 METERS (12.0 FT) NORTHEAST OF THE CENTER OF THE DRIVE,
 HW3184'0.58 METER (1.9 FT) NORTHWEST OF A BOARD FENCE.  NOTE--SEVERAL
 HW3184'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL.
 HW3184'THE MARK IS 0.30 M BELOW HIGHWAY.
 HW3184
 HW3184                          STATION RECOVERY (1998)
 HW3184
 HW3184'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW3184'MARK NOT FOUND.
 HW3184
 HW3184                          STATION RECOVERY (2003)
 HW3184
 HW3184'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW3184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2106 ***********************************************************************
 GW2106  DESIGNATION -  D 503
 GW2106  PID         -  GW2106
 GW2106  STATE/COUNTY-  VA/BEDFORD
 GW2106  USGS QUAD   -  LYNCHBURG (1984)
 GW2106
 GW2106                         *CURRENT SURVEY CONTROL
 GW2106  ___________________________________________________________________
 GW2106* NAD 83(1986)-  37 26 33.     (N)    079 14 23.     (W)     SCALED    
 GW2106* NAVD 88     -       251.029  (meters)     823.58   (feet)  ADJUSTED  
 GW2106  ___________________________________________________________________
 GW2106  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW2106  DYNAMIC HT  -         250.839 (meters)     822.96  (feet)  COMP
 GW2106  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 GW2106
 GW2106  VERT ORDER  -  FIRST     CLASS II
 GW2106
 GW2106.The horizontal coordinates were scaled from a topographic map and have
 GW2106.an estimated accuracy of +/- 6 seconds.
 GW2106
 GW2106.The orthometric height was determined by differential leveling
 GW2106.and adjusted by the National Geodetic Survey in June 1991..
 GW2106
 GW2106.The geoid height was determined by GEOID03.
 GW2106
 GW2106.The dynamic height is computed by dividing the NAVD 88
 GW2106.geopotential number by the normal gravity value computed on the
 GW2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2106.degrees latitude (g = 980.6199 gals.).
 GW2106
 GW2106.The modeled gravity was interpolated from observed gravity values.
 GW2106
 GW2106;                    North         East    Units  Estimated Accuracy
 GW2106;SPC VA S     - 1,123,350.    3,434,540.      MT  (+/- 180 meters Scaled)
 GW2106
 GW2106                          SUPERSEDED SURVEY CONTROL
 GW2106
 GW2106.No superseded survey control is available for this station.
 GW2106
 GW2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB557454(NAD 83)
 GW2106_MARKER: I = METAL ROD
 GW2106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2106_SP_SET: STAINLESS STEEL ROD
 GW2106_STAMPING: D 503 1984
 GW2106_MARK LOGO: NGS   
 GW2106_PROJECTION: FLUSH
 GW2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2106+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 GW2106_ROD/PIPE-DEPTH: 12.2 meters
 GW2106
 GW2106  HISTORY     - Date     Condition        Report By
 GW2106  HISTORY     - 1984     MONUMENTED       NGS
 GW2106  HISTORY     - 20051025 GOOD             GEOCAC
 GW2106
 GW2106                          STATION DESCRIPTION
 GW2106
 GW2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2106'5.1 KM (3.15 MI) WNW FROM RIVERMONT.
 GW2106'5.1 KM (3.15 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 501 FROM THE
 GW2106'VIRGINIA BAPTIST HOSPITAL IN RIVERMONT TO THE MARK ON THE LEFT, AT THE
 GW2106'JUNCTION OF CHEESE CREEK ROAD, ALSO 2.2 KM (1.4 MI) SOUTH-SOUTHEAST
 GW2106'ALONG HIGHWAY 501 FROM THE UNITED METHODIST CHURCH IN BOONSBORO,
 GW2106'8.70 METERS (28.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 GW2106'LANE OF THE HIGHWAY, 11.73 METERS (38.5 FT) SOUTHEAST OF THE CENTER OF
 GW2106'CHEESE CREEK ROAD, 2.60 METERS (8.5 FT) EAST OF A FIRE HYDRANT,
 GW2106'0.61 METER (2.0 FT) SOUTHWEST OF A TELEPHONE POLE.
 GW2106'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GW2106
 GW2106                          STATION RECOVERY (2005)
 GW2106
 GW2106'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GW2106'LOCATED AS PREVIOUSLY DESCRIBED EXCEPT WITHIN THE LIMITS OF THE
 GW2106'INDEPENDENT CITY OF LYNCHBURG, NOT BEDFORD COUNTY.  HANDHELD
 GW2106'COORDINATES ARE N37-26-32.94 W079-14-22.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2124 ***********************************************************************
 GW2124  DESIGNATION -  D 504
 GW2124  PID         -  GW2124
 GW2124  STATE/COUNTY-  VA/BOTETOURT
 GW2124  USGS QUAD   -  BUCHANAN (1985)
 GW2124
 GW2124                         *CURRENT SURVEY CONTROL
 GW2124  ___________________________________________________________________
 GW2124* NAD 83(1986)-  37 34 59.     (N)    079 43 44.     (W)     SCALED    
 GW2124* NAVD 88     -       283.872  (meters)     931.34   (feet)  ADJUSTED  
 GW2124  ___________________________________________________________________
 GW2124  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW2124  DYNAMIC HT  -         283.647 (meters)     930.60  (feet)  COMP
 GW2124  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 GW2124
 GW2124  VERT ORDER  -  FIRST     CLASS II
 GW2124
 GW2124.The horizontal coordinates were scaled from a topographic map and have
 GW2124.an estimated accuracy of +/- 6 seconds.
 GW2124
 GW2124.The orthometric height was determined by differential leveling
 GW2124.and adjusted by the National Geodetic Survey in June 1991..
 GW2124
 GW2124.The geoid height was determined by GEOID03.
 GW2124
 GW2124.The dynamic height is computed by dividing the NAVD 88
 GW2124.geopotential number by the normal gravity value computed on the
 GW2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2124.degrees latitude (g = 980.6199 gals.).
 GW2124
 GW2124.The modeled gravity was interpolated from observed gravity values.
 GW2124
 GW2124;                    North         East    Units  Estimated Accuracy
 GW2124;SPC VA S     - 1,139,400.    3,391,460.      MT  (+/- 180 meters Scaled)
 GW2124
 GW2124                          SUPERSEDED SURVEY CONTROL
 GW2124
 GW2124.No superseded survey control is available for this station.
 GW2124
 GW2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB122603(NAD 83)
 GW2124_MARKER: DB = BENCH MARK DISK
 GW2124_SETTING: 66 = SET IN ROCK OUTCROP
 GW2124_SP_SET: ROCK OUTCROP
 GW2124_STAMPING: D 504 1984
 GW2124_MARK LOGO: NGS   
 GW2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2124+STABILITY: POSITION/ELEVATION WELL
 GW2124
 GW2124  HISTORY     - Date     Condition        Report By
 GW2124  HISTORY     - 1984     MONUMENTED       NGS
 GW2124
 GW2124                          STATION DESCRIPTION
 GW2124
 GW2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2124'10.5 KM (6.55 MI) WNW FROM BUCHANAN.
 GW2124'10.5 KM (6.55 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 43 FROM THE
 GW2124'JUNCTION OF U.S. HIGHWAY 11 IN BUCHANAN TO THE MARK ON THE RIGHT, IN
 GW2124'THE BASE AND AT THE NORTHEAST END OF A MASSIVE ROCK CUT, 12.80 METERS
 GW2124'(42.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.33 METERS
 GW2124'(70.0 FT) SOUTH OF THE SOUTHWEST END OF A METAL GUARDRAIL,
 GW2124'10.36 METERS (34.0 FT) SOUTHWEST OF THE CENTER OF A PAVED TRAIL ROAD.
 GW2124'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GW2124'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0701 ***********************************************************************
 FW0701  DESIGNATION -  D 505
 FW0701  PID         -  FW0701
 FW0701  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0701  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW0701
 FW0701                         *CURRENT SURVEY CONTROL
 FW0701  ___________________________________________________________________
 FW0701* NAD 83(1986)-  36 37 14.     (N)    075 53 14.     (W)     SCALED    
 FW0701* NAVD 88     -         2.781  (meters)       9.12   (feet)  ADJUSTED  
 FW0701  ___________________________________________________________________
 FW0701  GEOID HEIGHT-         -38.26  (meters)                     GEOID03
 FW0701  DYNAMIC HT  -           2.779 (meters)       9.12  (feet)  COMP
 FW0701  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 FW0701
 FW0701  VERT ORDER  -  FIRST     CLASS II
 FW0701
 FW0701.The horizontal coordinates were scaled from a topographic map and have
 FW0701.an estimated accuracy of +/- 6 seconds.
 FW0701
 FW0701.The orthometric height was determined by differential leveling
 FW0701.and adjusted by the National Geodetic Survey in June 1991..
 FW0701
 FW0701.The geoid height was determined by GEOID03.
 FW0701
 FW0701.The dynamic height is computed by dividing the NAVD 88
 FW0701.geopotential number by the normal gravity value computed on the
 FW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0701.degrees latitude (g = 980.6199 gals.).
 FW0701
 FW0701.The modeled gravity was interpolated from observed gravity values.
 FW0701
 FW0701;                    North         East    Units  Estimated Accuracy
 FW0701;SPC VA S     - 1,035,110.    3,733,700.      MT  (+/- 180 meters Scaled)
 FW0701
 FW0701                          SUPERSEDED SURVEY CONTROL
 FW0701
 FW0701.No superseded survey control is available for this station.
 FW0701
 FW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF206531(NAD 83)
 FW0701_MARKER: I = METAL ROD
 FW0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0701_SP_SET: STAINLESS STEEL ROD
 FW0701_STAMPING: D 505 1984
 FW0701_MARK LOGO: NGS   
 FW0701_PROJECTION: FLUSH
 FW0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0701+STABILITY: POSITION/ELEVATION WELL
 FW0701_ROD/PIPE-DEPTH: 8.5  meters
 FW0701
 FW0701  HISTORY     - Date     Condition        Report By
 FW0701  HISTORY     - 1984     MONUMENTED       NGS
 FW0701
 FW0701                          STATION DESCRIPTION
 FW0701
 FW0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0701'15.4 KM (9.55 MI) SOUTH FROM SAND BRIDGE.
 FW0701'6.8 KM (4.25 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0701'BRIDGE ROAD IN SAND BRIDGE, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED
 FW0701'ROAD INTO THE BACK BAY NATIONAL WILDLIFE REFUGE, THENCE 6.6 KM
 FW0701'(4.1 MI) SOUTH ALONG THE BEACH FROM THE REFUGE GUARD HOUSE TO THE MARK
 FW0701'ON THE RIGHT, 4.57 METERS (15.0 FT) WEST OF THE EAST EDGE OF THE FIRST
 FW0701'SAND DUNE.
 FW0701'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 FW0701'THE MARK IS 0.75 M ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3236 ***********************************************************************
 HW3236  DESIGNATION -  D 506
 HW3236  PID         -  HW3236
 HW3236  STATE/COUNTY-  VA/C OF STAUNTON
 HW3236  USGS QUAD   -  STAUNTON (1986)
 HW3236
 HW3236                         *CURRENT SURVEY CONTROL
 HW3236  ___________________________________________________________________
 HW3236* NAD 83(1986)-  38 08 12.     (N)    079 04 00.     (W)     SCALED    
 HW3236* NAVD 88     -       446.390  (meters)    1464.53   (feet)  ADJUSTED  
 HW3236  ___________________________________________________________________
 HW3236  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HW3236  DYNAMIC HT  -         446.052 (meters)    1463.42  (feet)  COMP
 HW3236  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 HW3236
 HW3236  VERT ORDER  -  FIRST     CLASS II
 HW3236
 HW3236.The horizontal coordinates were scaled from a topographic map and have
 HW3236.an estimated accuracy of +/- 6 seconds.
 HW3236
 HW3236.The orthometric height was determined by differential leveling
 HW3236.and adjusted by the National Geodetic Survey in June 1991..
 HW3236
 HW3236.The geoid height was determined by GEOID03.
 HW3236
 HW3236.The dynamic height is computed by dividing the NAVD 88
 HW3236.geopotential number by the normal gravity value computed on the
 HW3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3236.degrees latitude (g = 980.6199 gals.).
 HW3236
 HW3236.The modeled gravity was interpolated from observed gravity values.
 HW3236
 HW3236;                    North         East    Units  Estimated Accuracy
 HW3236;SPC VA N     - 2,052,320.    3,450,320.      MT  (+/- 180 meters Scaled)
 HW3236
 HW3236                          SUPERSEDED SURVEY CONTROL
 HW3236
 HW3236.No superseded survey control is available for this station.
 HW3236
 HW3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC694227(NAD 83)
 HW3236_MARKER: DB = BENCH MARK DISK
 HW3236_SETTING: 80 = SET IN A BOULDER
 HW3236_SP_SET: BOULDER
 HW3236_STAMPING: D 506 1984
 HW3236_MARK LOGO: NGS   
 HW3236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3236+STABILITY: POSITION/ELEVATION WELL
 HW3236
 HW3236  HISTORY     - Date     Condition        Report By
 HW3236  HISTORY     - 1984     MONUMENTED       NGS
 HW3236
 HW3236                          STATION DESCRIPTION
 HW3236
 HW3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3236'1.4 KM (0.9 MI) SOUTH FROM STAUNTON.
 HW3236'1.4 KM (0.9 MI) SOUTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF U.S.
 HW3236'HIGHWAY 250 IN STAUNTON TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 HW3236'STATE ROAD 261, 39.0 METERS (128.0 FT) NORTH OF THE CENTER OF HIGHWAY
 HW3236'11, 14.6 METERS (48.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 261.
 HW3236'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 HW3236'THE MARK IS 2.4 M ABOVE HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8112 ***********************************************************************
 HV8112  DESIGNATION -  D 507
 HV8112  PID         -  HV8112
 HV8112  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8112  USGS QUAD   -  SALEM CHURCH (1994)
 HV8112
 HV8112                         *CURRENT SURVEY CONTROL
 HV8112  ___________________________________________________________________
 HV8112* NAD 83(1986)-  38 17 25.     (N)    077 33 10.     (W)     SCALED    
 HV8112* NAVD 88     -       102.196  (meters)     335.29   (feet)  ADJUSTED  
 HV8112  ___________________________________________________________________
 HV8112  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HV8112  DYNAMIC HT  -         102.132 (meters)     335.08  (feet)  COMP
 HV8112  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 HV8112
 HV8112  VERT ORDER  -  FIRST     CLASS II
 HV8112
 HV8112.The horizontal coordinates were scaled from a topographic map and have
 HV8112.an estimated accuracy of +/- 6 seconds.
 HV8112
 HV8112.The orthometric height was determined by differential leveling
 HV8112.and adjusted by the National Geodetic Survey in June 1991..
 HV8112
 HV8112.The geoid height was determined by GEOID03.
 HV8112
 HV8112.The dynamic height is computed by dividing the NAVD 88
 HV8112.geopotential number by the normal gravity value computed on the
 HV8112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8112.degrees latitude (g = 980.6199 gals.).
 HV8112
 HV8112.The modeled gravity was interpolated from observed gravity values.
 HV8112
 HV8112;                    North         East    Units  Estimated Accuracy
 HV8112;SPC VA N     - 2,069,650.    3,582,860.      MT  (+/- 180 meters Scaled)
 HV8112
 HV8112                          SUPERSEDED SURVEY CONTROL
 HV8112
 HV8112.No superseded survey control is available for this station.
 HV8112
 HV8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH767411(NAD 83)
 HV8112_MARKER: DB = BENCH MARK DISK
 HV8112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8112_SP_SET: CULVERT HEADWALL
 HV8112_STAMPING: D 507 1984
 HV8112_MARK LOGO: NGS   
 HV8112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8112+STABILITY: SURFACE MOTION
 HV8112
 HV8112  HISTORY     - Date     Condition        Report By
 HV8112  HISTORY     - 1984     MONUMENTED       NGS
 HV8112  HISTORY     - 19990407 GOOD             USPSQD
 HV8112  HISTORY     - 20031218 GOOD             GEOCAC
 HV8112
 HV8112                          STATION DESCRIPTION
 HV8112
 HV8112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8112'1.8 KM (1.1 MI) SE FROM CHANCELLOR.
 HV8112'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE ZOAN BAPTIST
 HV8112'CHURCH IN CHANCELLOR TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST
 HV8112'END OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY, AT THE
 HV8112'JUNCTION OF STATE HIGHWAY 610, 9.75 METERS (32.0 FT) NORTH-NORTHEAST
 HV8112'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 20.48 METERS
 HV8112'(67.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 HV8112'THE HIGHWAY, 18.59 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HV8112'CROSS-OVER BETWEEN THE HIGHWAYS, 0.21 METER (0.7 FT) SOUTHEAST OF THE
 HV8112'NORTHWEST END OF THE HEADWALL.
 HV8112'THE MARK IS 0.37 METERS  SE FROM A WITNESS POST.
 HV8112'THE MARK IS 0.76 M BELOW EAST BOUND LANES.
 HV8112
 HV8112                          STATION RECOVERY (1999)
 HV8112
 HV8112'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8112'RECOVERED IN GOOD CONDITION.
 HV8112
 HV8112                          STATION RECOVERY (2003)
 HV8112
 HV8112'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV8112'LOCATED AS DESCRIBED IN THE ROUTE 3 MEDIAN OPPOSITE RITE AID DRUGSTORE
 HV8112'AND APPROXIMATELY 1 FOOT EAST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8767 ***********************************************************************
 HV8767  DESIGNATION -  D 508
 HV8767  PID         -  HV8767
 HV8767  STATE/COUNTY-  VA/WESTMORELAND
 HV8767  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8767
 HV8767                         *CURRENT SURVEY CONTROL
 HV8767  ___________________________________________________________________
 HV8767* NAD 83(1986)-  38 15 15.     (N)    076 58 21.     (W)     SCALED    
 HV8767* NAVD 88     -         5.588  (meters)      18.33   (feet)  ADJUSTED  
 HV8767  ___________________________________________________________________
 HV8767  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HV8767  DYNAMIC HT  -           5.584 (meters)      18.32  (feet)  COMP
 HV8767  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HV8767
 HV8767  VERT ORDER  -  FIRST     CLASS II
 HV8767
 HV8767.The horizontal coordinates were scaled from a topographic map and have
 HV8767.an estimated accuracy of +/- 6 seconds.
 HV8767
 HV8767.The orthometric height was determined by differential leveling
 HV8767.and adjusted by the National Geodetic Survey in June 1991..
 HV8767
 HV8767.The geoid height was determined by GEOID03.
 HV8767
 HV8767.The dynamic height is computed by dividing the NAVD 88
 HV8767.geopotential number by the normal gravity value computed on the
 HV8767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8767.degrees latitude (g = 980.6199 gals.).
 HV8767
 HV8767.The modeled gravity was interpolated from observed gravity values.
 HV8767
 HV8767;                    North         East    Units  Estimated Accuracy
 HV8767;SPC VA N     - 2,066,320.    3,633,690.      MT  (+/- 180 meters Scaled)
 HV8767
 HV8767                          SUPERSEDED SURVEY CONTROL
 HV8767
 HV8767  NGVD 29 (05/17/90)    5.823  (m)           19.10   (f) ADJUSTED    1 2
 HV8767
 HV8767.Superseded values are not recommended for survey control.
 HV8767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8767.See file dsdata.txt to determine how the superseded data were derived.
 HV8767
 HV8767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH274358(NAD 83)
 HV8767_MARKER: I = METAL ROD
 HV8767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8767_SP_SET: STAINLESS STEEL ROD
 HV8767_STAMPING: D 508 1990
 HV8767_MARK LOGO: NGS   
 HV8767_PROJECTION: FLUSH
 HV8767_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8767+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8767_ROD/PIPE-DEPTH: 8.5  meters
 HV8767
 HV8767  HISTORY     - Date     Condition        Report By
 HV8767  HISTORY     - 1990     MONUMENTED       NGS
 HV8767  HISTORY     - 19981121 GOOD             USPSQD
 HV8767  HISTORY     - 20030318 GOOD             USPSQD
 HV8767  HISTORY     - 20051115 GOOD             USPSQD
 HV8767
 HV8767                          STATION DESCRIPTION
 HV8767
 HV8767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8767'IN COLONIAL BEACH, AT THE INTERSECTION OF COLONIAL AVENUE AND MONROE
 HV8767'STREET, 18.5 M (60.70 FT) WEST OF THE CENTER OF THE STREET, 6.8 M
 HV8767'(22.31 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 1.4 M (4.59 FT)
 HV8767'NORTH OF A CHAIN-LINK FENCE, 1.25 M (4.10 FT) EAST OF UTILITY POLE
 HV8767'NUMBER PC78, AND LEVEL WITH THE AVENUE. NOTE--ACCESS TO THE DATUM
 HV8767'POINT IS THROUGH A 5-INCH LOGO CAP.
 HV8767
 HV8767                          STATION RECOVERY (1998)
 HV8767
 HV8767'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8767'RECOVERED IN GOOD CONDITION.
 HV8767
 HV8767                          STATION RECOVERY (2003)
 HV8767
 HV8767'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8767'RECOVERED IN GOOD CONDITION.
 HV8767
 HV8767                          STATION RECOVERY (2005)
 HV8767
 HV8767'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1407 ***********************************************************************
 FX1407  DESIGNATION -  D 51
 FX1407  PID         -  FX1407
 FX1407  STATE/COUNTY-  VA/BRUNSWICK
 FX1407  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1407
 FX1407                         *CURRENT SURVEY CONTROL
 FX1407  ___________________________________________________________________
 FX1407* NAD 83(1986)-  36 51 29.     (N)    077 51 37.     (W)     SCALED    
 FX1407* NAVD 88     -       108.924  (meters)     357.36   (feet)  ADJUSTED  
 FX1407  ___________________________________________________________________
 FX1407  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 FX1407  DYNAMIC HT  -         108.841 (meters)     357.09  (feet)  COMP
 FX1407  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 FX1407
 FX1407  VERT ORDER  -  SECOND    CLASS 0
 FX1407
 FX1407.The horizontal coordinates were scaled from a topographic map and have
 FX1407.an estimated accuracy of +/- 6 seconds.
 FX1407
 FX1407.The orthometric height was determined by differential leveling
 FX1407.and adjusted by the National Geodetic Survey in June 1991..
 FX1407
 FX1407.The geoid height was determined by GEOID03.
 FX1407
 FX1407.The dynamic height is computed by dividing the NAVD 88
 FX1407.geopotential number by the normal gravity value computed on the
 FX1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1407.degrees latitude (g = 980.6199 gals.).
 FX1407
 FX1407.The modeled gravity was interpolated from observed gravity values.
 FX1407
 FX1407;                    North         East    Units  Estimated Accuracy
 FX1407;SPC VA S     - 1,058,420.    3,557,050.      MT  (+/- 180 meters Scaled)
 FX1407
 FX1407                          SUPERSEDED SURVEY CONTROL
 FX1407
 FX1407  NGVD 29 (??/??/92)  109.246  (m)          358.42   (f) ADJ UNCH    2 0
 FX1407
 FX1407.Superseded values are not recommended for survey control.
 FX1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1407.See file dsdata.txt to determine how the superseded data were derived.
 FX1407
 FX1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF450829(NAD 83)
 FX1407_MARKER: DB = BENCH MARK DISK
 FX1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1407_STAMPING: 358.424 D 51 1934
 FX1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1407+STABILITY: SURFACE MOTION
 FX1407
 FX1407  HISTORY     - Date     Condition        Report By
 FX1407  HISTORY     - 1934     MONUMENTED       CGS
 FX1407  HISTORY     - 1960     GOOD             NGS
 FX1407  HISTORY     - 1965     GOOD             NGS
 FX1407  HISTORY     - 20010317 POOR             USPSQD
 FX1407
 FX1407                          STATION DESCRIPTION
 FX1407
 FX1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1407'0.7 MI SE FROM ALBERTA.
 FX1407'ABOUT 0.7 MILE SOUTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE
 FX1407'OVERPASS OF U.S. HIGHWAY 1 OVER THE VIRGINIAN RAILWAY AT ALBERTA,
 FX1407'AT THE CROSSING OF BLACK TOP ROAD 614, 28 1/2 FEET NORTHEAST OF
 FX1407'THE NORTHEAST RAIL, 36 FEET EAST OF THE CENTER LINE OF ROAD 614,
 FX1407'AND CENTER OF CROSSING, 18 FEET NORTHEAST OF THE SOUTHEAST END
 FX1407'OF A 12-INCH CONCRETE PIPE CULVERT UNDER THE ROAD, 1.0 FOOT EAST
 FX1407'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK, AND
 FX1407'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  ALSO ABOUT
 FX1407'1.3 MILES SOUTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE OVERPASS
 FX1407'OF VA. RY., OVER THE SEABOARD AIR LINE RAILWAY.
 FX1407
 FX1407                          STATION RECOVERY (1965)
 FX1407
 FX1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1407'RECOVERED IN GOOD CONDITION.
 FX1407
 FX1407                          STATION RECOVERY (2001)
 FX1407
 FX1407'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1407'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3649 ***********************************************************************
 AI3649  DESIGNATION -  D 512
 AI3649  PID         -  AI3649
 AI3649  STATE/COUNTY-  VA/PRINCE WILLIAM
 AI3649  USGS QUAD   -  GAINESVILLE (1994)
 AI3649
 AI3649                         *CURRENT SURVEY CONTROL
 AI3649  ___________________________________________________________________
 AI3649* NAD 83(1986)-  38 45 42.     (N)    077 30 24.     (W)     SCALED    
 AI3649* NAVD 88     -        72.144  (meters)     236.69   (feet)  ADJUSTED  
 AI3649  ___________________________________________________________________
 AI3649  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AI3649  DYNAMIC HT  -          72.103 (meters)     236.56  (feet)  COMP
 AI3649  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 AI3649
 AI3649  VERT ORDER  -  SECOND    CLASS I
 AI3649
 AI3649.The horizontal coordinates were scaled from a topographic map and have
 AI3649.an estimated accuracy of +/- 6 seconds.
 AI3649
 AI3649.The orthometric height was determined by differential leveling
 AI3649.and adjusted by the National Geodetic Survey in April 2000..
 AI3649
 AI3649.The geoid height was determined by GEOID03.
 AI3649
 AI3649.The dynamic height is computed by dividing the NAVD 88
 AI3649.geopotential number by the normal gravity value computed on the
 AI3649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3649.degrees latitude (g = 980.6199 gals.).
 AI3649
 AI3649.The modeled gravity was interpolated from observed gravity values.
 AI3649
 AI3649;                    North         East    Units  Estimated Accuracy
 AI3649;SPC VA N     - 2,122,010.    3,586,330.      MT  (+/- 180 meters Scaled)
 AI3649
 AI3649                          SUPERSEDED SURVEY CONTROL
 AI3649
 AI3649.No superseded survey control is available for this station.
 AI3649
 AI3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH822933(NAD 83)
 AI3649_MARKER: DV = VERTICAL CONTROL DISK
 AI3649_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI3649+WITH SETTING: PAVEMENT
 AI3649_SP_SET: RAILROAD SIGNAL BASE
 AI3649_STAMPING: D 512 1999
 AI3649_MARK LOGO: NGS   
 AI3649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3649+STABILITY: SURFACE MOTION
 AI3649
 AI3649  HISTORY     - Date     Condition        Report By
 AI3649  HISTORY     - 1999     MONUMENTED       NGS
 AI3649
 AI3649                          STATION DESCRIPTION
 AI3649
 AI3649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RWA)
 AI3649'0.9 MILE (1.4 KM) NORTHWEST ALONG STATE HIGHWAY 674 (WELLINGTON ROAD)
 AI3649'FROM THE INTERSECTION OF STATE HIGHWAY 28 (NOKESVILLE ROAD) ON WEST
 AI3649'SIDE OF MANASSAS TO THE JUNCTION OF STATE HIGHWAY 688 (RIXLEW ROAD),
 AI3649'THENCE 0.05 MILE (0.08 KM) NORTH ALONG STATE HIGHWAY 688 (RIXLEW ROAD)
 AI3649'TO THE NORFOLK SOUTHERN RAILROAD AND MARK ON LEFT, IN THE SOUTHWEST
 AI3649'END OF A CONCRETE BASE FOR NORFOLK SOUTHERN RAILROADS SIGNALS, 28.0
 AI3649'FEET (8.5 M) WEST OF CENTERLINE OF SOUTHBOUND LANE OF RIXLEW ROAD, 0.6
 AI3649'FOOT (18.3 CM) SOUTHWEST OF A SQUARE STEEL BASE FOR RAILROAD SIGNALS,
 AI3649'14.3 FEET (4.4 M) NORTH OF THE NORTHWEST RAIL OF NORFOLK SOUTHERN
 AI3649'RAILROAD, 32.7 FEET (10.0 M) SOUTHEAST OF SOUTHEAST CORNER OF A
 AI3649'ALUMINUM SQUARE CENTRAL BOX FOR RAILROAD SIGNALS, NUMBER NG 714-356 G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0741 ***********************************************************************
 FY0741  DESIGNATION -  D 53
 FY0741  PID         -  FY0741
 FY0741  STATE/COUNTY-  VA/HALIFAX
 FY0741  USGS QUAD   -  OAK LEVEL (1982)
 FY0741
 FY0741                         *CURRENT SURVEY CONTROL
 FY0741  ___________________________________________________________________
 FY0741* NAD 83(1986)-  36 40 04.     (N)    079 01 56.     (W)     SCALED    
 FY0741* NAVD 88     -       107.578  (meters)     352.95   (feet)  ADJUSTED  
 FY0741  ___________________________________________________________________
 FY0741  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FY0741  DYNAMIC HT  -         107.494 (meters)     352.67  (feet)  COMP
 FY0741  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 FY0741
 FY0741  VERT ORDER  -  SECOND    CLASS 0
 FY0741
 FY0741.The horizontal coordinates were scaled from a topographic map and have
 FY0741.an estimated accuracy of +/- 6 seconds.
 FY0741
 FY0741.The orthometric height was determined by differential leveling
 FY0741.and adjusted by the National Geodetic Survey in June 1991..
 FY0741
 FY0741.The geoid height was determined by GEOID03.
 FY0741
 FY0741.The dynamic height is computed by dividing the NAVD 88
 FY0741.geopotential number by the normal gravity value computed on the
 FY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0741.degrees latitude (g = 980.6199 gals.).
 FY0741
 FY0741.The modeled gravity was interpolated from observed gravity values.
 FY0741
 FY0741;                    North         East    Units  Estimated Accuracy
 FY0741;SPC VA S     - 1,037,250.    3,452,420.      MT  (+/- 180 meters Scaled)
 FY0741
 FY0741                          SUPERSEDED SURVEY CONTROL
 FY0741
 FY0741  NGVD 29 (??/??/92)  107.896  (m)          353.99   (f) ADJ UNCH    2 0
 FY0741
 FY0741.Superseded values are not recommended for survey control.
 FY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0741.See file dsdata.txt to determine how the superseded data were derived.
 FY0741
 FY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA758598(NAD 83)
 FY0741_MARKER: DB = BENCH MARK DISK
 FY0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0741_STAMPING: 354.045 D 53 1934
 FY0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0741+STABILITY: SURFACE MOTION
 FY0741
 FY0741  HISTORY     - Date     Condition        Report By
 FY0741  HISTORY     - 1934     MONUMENTED       CGS
 FY0741  HISTORY     - 1950     GOOD             NGS
 FY0741
 FY0741                          STATION DESCRIPTION
 FY0741
 FY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FY0741'AT NEWS FERRY.
 FY0741'AT NEWS FERRY, HALIFAX COUNTY, 46 FEET NORTHWEST OF THE NORTHWEST
 FY0741'END OF THE SOUTHERN RAILWAY STATION, 48 FEET NORTHEAST OF THE
 FY0741'CENTERLINE OF THE MAIN TRACK, AND ABOUT 3 FEET HIGHER THAN THE
 FY0741'RAIL.  A STANDARD DISK, STAMPED 354.045 D 53 1934 AND SET IN THE
 FY0741'TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1502 ***********************************************************************
 GW1502  DESIGNATION -  D 54
 GW1502  PID         -  GW1502
 GW1502  STATE/COUNTY-  VA/FRANKLIN
 GW1502  USGS QUAD   -  REDWOOD (1982)
 GW1502
 GW1502                         *CURRENT SURVEY CONTROL
 GW1502  ___________________________________________________________________
 GW1502* NAD 83(1986)-  37 01 05.     (N)    079 51 26.     (W)     SCALED    
 GW1502* NAVD 88     -       355.058  (meters)    1164.89   (feet)  POSTED    
 GW1502  ___________________________________________________________________
 GW1502  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GW1502  DYNAMIC HT  -         354.760 (meters)    1163.91  (feet)  COMP
 GW1502  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 GW1502
 GW1502  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GW1502
 GW1502.The horizontal coordinates were scaled from a topographic map and have
 GW1502.an estimated accuracy of +/- 6 seconds.
 GW1502
 GW1502.The orthometric height was determined by differential leveling
 GW1502.and adjusted by the National Geodetic Survey in 1992..
 GW1502.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GW1502.rate of 2.1 thru 3.0 mm/km.
 GW1502
 GW1502.The geoid height was determined by GEOID03.
 GW1502
 GW1502.The dynamic height is computed by dividing the NAVD 88
 GW1502.geopotential number by the normal gravity value computed on the
 GW1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1502.degrees latitude (g = 980.6199 gals.).
 GW1502
 GW1502.The modeled gravity was interpolated from observed gravity values.
 GW1502
 GW1502;                    North         East    Units  Estimated Accuracy
 GW1502;SPC VA S     - 1,076,860.    3,379,230.      MT  (+/- 180 meters Scaled)
 GW1502
 GW1502                          SUPERSEDED SURVEY CONTROL
 GW1502
 GW1502  NGVD 29 (??/??/92)  355.228  (m)         1165.44   (f) ADJ UNCH    2 0
 GW1502
 GW1502.Superseded values are not recommended for survey control.
 GW1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1502.See file dsdata.txt to determine how the superseded data were derived.
 GW1502
 GW1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA016974(NAD 83)
 GW1502_MARKER: DB = BENCH MARK DISK
 GW1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1502_STAMPING: 1165.549 D 54 1934
 GW1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1502+STABILITY: SURFACE MOTION
 GW1502
 GW1502  HISTORY     - Date     Condition        Report By
 GW1502  HISTORY     - 1934     MONUMENTED       CGS
 GW1502  HISTORY     - 1935     GOOD             NGS
 GW1502
 GW1502                          STATION DESCRIPTION
 GW1502
 GW1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1502'2.8 MI E FROM ROCKYMOUNT.
 GW1502'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 GW1502'AT ROCKYMOUNT, FRANKLIN COUNTY, ABOUT 400 YARDS WEST OF A
 GW1502'COMBINATION LOG CABIN AND HOUSE, ABOUT 200 YARDS EAST OF A LARGE
 GW1502'2-STORY WHITE HOUSE, ABOUT 258 FEET EAST OF A 15-INCH CORRUGATED-IRON
 GW1502'CULVERT UNDER A 12-FOOT FILL, 24 FEET SOUTH OF THE CENTER LINE OF
 GW1502'THE HIGHWAY, AT THE WEST END OF A CUT, 2 FEET NORTH OF A FENCE,
 GW1502'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 GW1502'STAMPED 1165.549 D 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 GW1502'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GW1502
 GW1502                          STATION RECOVERY (1935)
 GW1502
 GW1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GW1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1203 ***********************************************************************
 GW1203  DESIGNATION -  D 55
 GW1203  PID         -  GW1203
 GW1203  STATE/COUNTY-  VA/CAMPBELL
 GW1203  USGS QUAD   -  GLADYS (1982)
 GW1203
 GW1203                         *CURRENT SURVEY CONTROL
 GW1203  ___________________________________________________________________
 GW1203* NAD 83(1986)-  37 08 47.     (N)    079 03 59.     (W)     SCALED    
 GW1203* NAVD 88     -       218.859  (meters)     718.04   (feet)  ADJUSTED  
 GW1203  ___________________________________________________________________
 GW1203  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GW1203  DYNAMIC HT  -         218.693 (meters)     717.50  (feet)  COMP
 GW1203  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 GW1203
 GW1203  VERT ORDER  -  SECOND    CLASS 0
 GW1203
 GW1203.The horizontal coordinates were scaled from a topographic map and have
 GW1203.an estimated accuracy of +/- 6 seconds.
 GW1203
 GW1203.The orthometric height was determined by differential leveling
 GW1203.and adjusted by the National Geodetic Survey in June 1991..
 GW1203
 GW1203.The geoid height was determined by GEOID03.
 GW1203
 GW1203.The dynamic height is computed by dividing the NAVD 88
 GW1203.geopotential number by the normal gravity value computed on the
 GW1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1203.degrees latitude (g = 980.6199 gals.).
 GW1203
 GW1203.The modeled gravity was interpolated from observed gravity values.
 GW1203
 GW1203;                    North         East    Units  Estimated Accuracy
 GW1203;SPC VA S     - 1,090,380.    3,449,680.      MT  (+/- 180 meters Scaled)
 GW1203
 GW1203                          SUPERSEDED SURVEY CONTROL
 GW1203
 GW1203  NGVD 29 (??/??/92)  219.112  (m)          718.87   (f) ADJ UNCH    2 0
 GW1203
 GW1203.Superseded values are not recommended for survey control.
 GW1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1203.See file dsdata.txt to determine how the superseded data were derived.
 GW1203
 GW1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB717128(NAD 83)
 GW1203_MARKER: DB = BENCH MARK DISK
 GW1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1203_STAMPING: D 55 1934
 GW1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1203+STABILITY: SURFACE MOTION
 GW1203
 GW1203  HISTORY     - Date     Condition        Report By
 GW1203  HISTORY     - 1934     MONUMENTED       CGS
 GW1203  HISTORY     - 1964     MARK NOT FOUND   USGS
 GW1203
 GW1203                          STATION DESCRIPTION
 GW1203
 GW1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1203'1.3 MI S FROM GLADYS.
 GW1203'1.3 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW1203'STATION AT GLADYS, CAMPBELL COUNTY, 375 FEET SOUTH OF MILEPOST
 GW1203'L 21, 12 YARDS WEST OF THE CENTERLINE OF THE TRACK, 9 YARDS
 GW1203'NORTHEAST OF A LONE OAK TREE, AND 1 YARD NORTH OF THE NORTHEAST
 GW1203'CORNER OF A BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED D 55 1934
 GW1203'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 GW1203'ABOVE GROUND.
 GW1203
 GW1203                          STATION RECOVERY (1964)
 GW1203
 GW1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GW1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0949 ***********************************************************************
 HW0949  DESIGNATION -  D 56
 HW0949  PID         -  HW0949
 HW0949  STATE/COUNTY-  VA/AUGUSTA
 HW0949  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0949
 HW0949                         *CURRENT SURVEY CONTROL
 HW0949  ___________________________________________________________________
 HW0949* NAD 83(1986)-  38 04 11.     (N)    078 52 29.     (W)     SCALED    
 HW0949* NAVD 88     -       404.420  (meters)    1326.83   (feet)  ADJUSTED  
 HW0949  ___________________________________________________________________
 HW0949  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW0949  DYNAMIC HT  -         404.112 (meters)    1325.82  (feet)  COMP
 HW0949  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 HW0949
 HW0949  VERT ORDER  -  SECOND    CLASS 0
 HW0949
 HW0949.The horizontal coordinates were scaled from a topographic map and have
 HW0949.an estimated accuracy of +/- 6 seconds.
 HW0949
 HW0949.The orthometric height was determined by differential leveling
 HW0949.and adjusted by the National Geodetic Survey in June 1991..
 HW0949.WARNING-Repeat measurements at this control monument indicate possible
 HW0949.vertical movement.
 HW0949
 HW0949.The geoid height was determined by GEOID03.
 HW0949
 HW0949.The dynamic height is computed by dividing the NAVD 88
 HW0949.geopotential number by the normal gravity value computed on the
 HW0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0949.degrees latitude (g = 980.6199 gals.).
 HW0949
 HW0949.The modeled gravity was interpolated from observed gravity values.
 HW0949
 HW0949;                    North         East    Units  Estimated Accuracy
 HW0949;SPC VA N     - 2,044,810.    3,467,120.      MT  (+/- 180 meters Scaled)
 HW0949
 HW0949                          SUPERSEDED SURVEY CONTROL
 HW0949
 HW0949  NGVD 29 (??/??/92)  404.579  (m)         1327.36   (f) ADJ UNCH    2 0
 HW0949
 HW0949.Superseded values are not recommended for survey control.
 HW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0949.See file dsdata.txt to determine how the superseded data were derived.
 HW0949
 HW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC864156(NAD 83)
 HW0949_MARKER: DB = BENCH MARK DISK
 HW0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0949_SP_SET: BRIDGE
 HW0949_STAMPING: D 56 1934
 HW0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0949
 HW0949  HISTORY     - Date     Condition        Report By
 HW0949  HISTORY     - 1934     MONUMENTED       CGS
 HW0949  HISTORY     - 1958     GOOD             NGS
 HW0949
 HW0949                          STATION DESCRIPTION
 HW0949
 HW0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0949'AT WAYNESBORO.
 HW0949'AT WAYNESBORO, ALONG THE CHESAPEAKE AND OHIO RAILWAY, 3 1/2
 HW0949'RAILS SOUTHEAST OF THE SOUTHEAST END OF THE STATION, ON TOP AND
 HW0949'NEAR THE SOUTHWEST END OF THE NORTHWEST BRIDGE SEAT OF THE OVERPASS
 HW0949'OVER NORTH DELPHINE AVENUE (U.S. HIGHWAY 340), 13 FEET SOUTHWEST
 HW0949'OF THE SOUTHWEST RAIL AND ABOUT 6 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1710 ***********************************************************************
 GW1710  DESIGNATION -  D 57
 GW1710  PID         -  GW1710
 GW1710  STATE/COUNTY-  VA/BATH
 GW1710  USGS QUAD   -  MILLBORO (1986)
 GW1710
 GW1710                         *CURRENT SURVEY CONTROL
 GW1710  ___________________________________________________________________
 GW1710* NAD 83(1986)-  37 58 30.     (N)    079 36 02.     (W)     SCALED    
 GW1710* NAVD 88     -       512.649  (meters)    1681.92   (feet)  ADJUSTED  
 GW1710  ___________________________________________________________________
 GW1710  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1710  DYNAMIC HT  -         512.241 (meters)    1680.58  (feet)  COMP
 GW1710  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 GW1710
 GW1710  VERT ORDER  -  SECOND    CLASS 0
 GW1710
 GW1710.The horizontal coordinates were scaled from a topographic map and have
 GW1710.an estimated accuracy of +/- 6 seconds.
 GW1710
 GW1710.The orthometric height was determined by differential leveling
 GW1710.and adjusted by the National Geodetic Survey in June 1991..
 GW1710
 GW1710.The geoid height was determined by GEOID03.
 GW1710
 GW1710.The dynamic height is computed by dividing the NAVD 88
 GW1710.geopotential number by the normal gravity value computed on the
 GW1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1710.degrees latitude (g = 980.6199 gals.).
 GW1710
 GW1710.The modeled gravity was interpolated from observed gravity values.
 GW1710
 GW1710;                    North         East    Units  Estimated Accuracy
 GW1710;SPC VA N     - 2,034,800.    3,403,300.      MT  (+/- 180 meters Scaled)
 GW1710
 GW1710                          SUPERSEDED SURVEY CONTROL
 GW1710
 GW1710  NGVD 29 (??/??/92)  512.772  (m)         1682.32   (f) ADJ UNCH    2 0
 GW1710
 GW1710.Superseded values are not recommended for survey control.
 GW1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1710.See file dsdata.txt to determine how the superseded data were derived.
 GW1710
 GW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC229039(NAD 83)
 GW1710_MARKER: DB = BENCH MARK DISK
 GW1710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1710_SP_SET: BRIDGE
 GW1710_STAMPING: D 57 1934
 GW1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1710
 GW1710  HISTORY     - Date     Condition        Report By
 GW1710  HISTORY     - 1934     MONUMENTED       CGS
 GW1710
 GW1710                          STATION DESCRIPTION
 GW1710
 GW1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1710'AT MILLBORO.
 GW1710'AT MILLBORO, BATH COUNTY, 17 RAILS EAST OF THE EAST END OF THE
 GW1710'CHESAPEAKE AND OHIO RAILWAY STATION, AT BRIDGE 2598, IN THE
 GW1710'TOP OF THE NORTH END OF THE NORTHWEST CONCRETE WING WALL, 21
 GW1710'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 GW1710'BASE OF THE RAIL.  A STANDARD DISK, STAMPED D 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0812 ***********************************************************************
 FZ0812  DESIGNATION -  D 58
 FZ0812  PID         -  FZ0812
 FZ0812  STATE/COUNTY-  VA/GRAYSON
 FZ0812  USGS QUAD   -  BRIERPATCH MOUNTAIN (1988)
 FZ0812
 FZ0812                         *CURRENT SURVEY CONTROL
 FZ0812  ___________________________________________________________________
 FZ0812* NAD 83(1986)-  36 40 02.     (N)    081 00 20.     (W)     SCALED    
 FZ0812* NAVD 88     -       685.265  (meters)    2248.24   (feet)  ADJUSTED  
 FZ0812  ___________________________________________________________________
 FZ0812  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 FZ0812  DYNAMIC HT  -         684.596 (meters)    2246.05  (feet)  COMP
 FZ0812  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 FZ0812
 FZ0812  VERT ORDER  -  SECOND    CLASS 0
 FZ0812
 FZ0812.The horizontal coordinates were scaled from a topographic map and have
 FZ0812.an estimated accuracy of +/- 6 seconds.
 FZ0812
 FZ0812.The orthometric height was determined by differential leveling
 FZ0812.and adjusted by the National Geodetic Survey in June 1991..
 FZ0812
 FZ0812.The geoid height was determined by GEOID03.
 FZ0812
 FZ0812.The dynamic height is computed by dividing the NAVD 88
 FZ0812.geopotential number by the normal gravity value computed on the
 FZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0812.degrees latitude (g = 980.6199 gals.).
 FZ0812
 FZ0812.The modeled gravity was interpolated from observed gravity values.
 FZ0812
 FZ0812;                    North         East    Units  Estimated Accuracy
 FZ0812;SPC VA S     - 1,040,030.    3,276,030.      MT  (+/- 180 meters Scaled)
 FZ0812
 FZ0812                          SUPERSEDED SURVEY CONTROL
 FZ0812
 FZ0812  NGVD 29 (??/??/92)  685.391  (m)         2248.65   (f) ADJ UNCH    2 0
 FZ0812
 FZ0812.Superseded values are not recommended for survey control.
 FZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0812.See file dsdata.txt to determine how the superseded data were derived.
 FZ0812
 FZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA995579(NAD 83)
 FZ0812_MARKER: DB = BENCH MARK DISK
 FZ0812_SETTING: 0 = UNSPECIFIED SETTING
 FZ0812_STAMPING: D 58 1935
 FZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0812
 FZ0812  HISTORY     - Date     Condition        Report By
 FZ0812  HISTORY     - 1935     MONUMENTED       CGS
 FZ0812
 FZ0812                          STATION DESCRIPTION
 FZ0812
 FZ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0812'6.3 MI W FROM GALAX.
 FZ0812'6.3 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE TOWN HALL AT
 FZ0812'GALAX, GRAYSON COUNTY, 0.6 MILE EAST OF THE JUNCTION OF STATE
 FZ0812'HIGHWAY 95, 50 YARDS NORTHWEST OF AN 18-INCH CONCRETE PIPE
 FZ0812'CULVERT, 38 YARDS SOUTHEAST OF A 3- BY 3-FOOT CONCRETE CULVERT,
 FZ0812'21 FEET NORTHWEST OF THE CENTER OF A GATE ON THE SOUTHWEST SIDE
 FZ0812'OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0812'AND 2 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1823 ***********************************************************************
 HW1823  DESIGNATION -  D 58
 HW1823  PID         -  HW1823
 HW1823  STATE/COUNTY-  VA/BATH
 HW1823  USGS QUAD   -  BURNSVILLE (1982)
 HW1823
 HW1823                         *CURRENT SURVEY CONTROL
 HW1823  ___________________________________________________________________
 HW1823* NAD 83(1986)-  38 13 13.     (N)    079 42 28.     (W)     SCALED    
 HW1823* NAVD 88     -       657.793  (meters)    2158.11   (feet)  ADJUSTED  
 HW1823  ___________________________________________________________________
 HW1823  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HW1823  DYNAMIC HT  -         657.262 (meters)    2156.37  (feet)  COMP
 HW1823  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 HW1823
 HW1823  VERT ORDER  -  SECOND    CLASS 0
 HW1823
 HW1823.The horizontal coordinates were scaled from a topographic map and have
 HW1823.an estimated accuracy of +/- 6 seconds.
 HW1823
 HW1823.The orthometric height was determined by differential leveling
 HW1823.and adjusted by the National Geodetic Survey in June 1991..
 HW1823
 HW1823.The geoid height was determined by GEOID03.
 HW1823
 HW1823.The dynamic height is computed by dividing the NAVD 88
 HW1823.geopotential number by the normal gravity value computed on the
 HW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1823.degrees latitude (g = 980.6199 gals.).
 HW1823
 HW1823.The modeled gravity was interpolated from observed gravity values.
 HW1823
 HW1823;                    North         East    Units  Estimated Accuracy
 HW1823;SPC VA N     - 2,062,150.    3,394,240.      MT  (+/- 180 meters Scaled)
 HW1823
 HW1823                          SUPERSEDED SURVEY CONTROL
 HW1823
 HW1823  NGVD 29 (??/??/92)  657.884  (m)         2158.41   (f) ADJ UNCH    2 0
 HW1823
 HW1823.Superseded values are not recommended for survey control.
 HW1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1823.See file dsdata.txt to determine how the superseded data were derived.
 HW1823
 HW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC131310(NAD 83)
 HW1823_MARKER: DB = BENCH MARK DISK
 HW1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1823_STAMPING: D 58 1934
 HW1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1823+STABILITY: SURFACE MOTION
 HW1823
 HW1823  HISTORY     - Date     Condition        Report By
 HW1823  HISTORY     - 1934     MONUMENTED       CGS
 HW1823  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1823
 HW1823                          STATION DESCRIPTION
 HW1823
 HW1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW1823'13.6 MI N FROM WARM SPRINGS.
 HW1823'13.6 MILES NORTH ALONG U.S. HIGHWAY 220 FROM WARM SPRINGS INN AT
 HW1823'WARM SPRINGS, BATH COUNTY, 300 FEET NORTH OF THE SUMMIT OF A HILL,
 HW1823'AT THE EDGE OF A SCRUB-OAK THICKET, 19 FEET AND 6 INCHES WEST
 HW1823'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF A SPLIT-RAIL
 HW1823'FENCE, ON A BANK 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 HW1823'TOP OF A CONCRETE POST.
 HW1823
 HW1823                          STATION RECOVERY (1967)
 HW1823
 HW1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0012 ***********************************************************************
 FZ0012  DESIGNATION -  D 59
 FZ0012  PID         -  FZ0012
 FZ0012  STATE/COUNTY-  VA/PATRICK
 FZ0012  USGS QUAD   -  STUART (1967)
 FZ0012
 FZ0012                         *CURRENT SURVEY CONTROL
 FZ0012  ___________________________________________________________________
 FZ0012* NAD 83(1986)-  36 39 02.     (N)    080 17 07.     (W)     SCALED    
 FZ0012* NAVD 88     -       390.352  (meters)    1280.68   (feet)  ADJUSTED  
 FZ0012  ___________________________________________________________________
 FZ0012  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 FZ0012  DYNAMIC HT  -         390.005 (meters)    1279.54  (feet)  COMP
 FZ0012  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 FZ0012
 FZ0012  VERT ORDER  -  SECOND    CLASS 0
 FZ0012
 FZ0012.The horizontal coordinates were scaled from a topographic map and have
 FZ0012.an estimated accuracy of +/- 6 seconds.
 FZ0012
 FZ0012.The orthometric height was determined by differential leveling
 FZ0012.and adjusted by the National Geodetic Survey in June 1991..
 FZ0012
 FZ0012.The geoid height was determined by GEOID03.
 FZ0012
 FZ0012.The dynamic height is computed by dividing the NAVD 88
 FZ0012.geopotential number by the normal gravity value computed on the
 FZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0012.degrees latitude (g = 980.6199 gals.).
 FZ0012
 FZ0012.The modeled gravity was interpolated from observed gravity values.
 FZ0012
 FZ0012;                    North         East    Units  Estimated Accuracy
 FZ0012;SPC VA S     - 1,036,710.    3,340,370.      MT  (+/- 180 meters Scaled)
 FZ0012
 FZ0012                          SUPERSEDED SURVEY CONTROL
 FZ0012
 FZ0012  NGVD 29 (??/??/92)  390.520  (m)         1281.23   (f) ADJ UNCH    2 0
 FZ0012
 FZ0012.Superseded values are not recommended for survey control.
 FZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0012.See file dsdata.txt to determine how the superseded data were derived.
 FZ0012
 FZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA638563(NAD 83)
 FZ0012_MARKER: DB = BENCH MARK DISK
 FZ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0012_STAMPING: D 59 1935
 FZ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0012+STABILITY: SURFACE MOTION
 FZ0012
 FZ0012  HISTORY     - Date     Condition        Report By
 FZ0012  HISTORY     - 1935     MONUMENTED       CGS
 FZ0012  HISTORY     - 1969     MARK NOT FOUND   NGS
 FZ0012
 FZ0012                          STATION DESCRIPTION
 FZ0012
 FZ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FZ0012'1.2 MI N FROM STUART.
 FZ0012'1.2 MILES NORTH ALONG U.S. HIGHWAY 58 FROM THE COUNTY COURTHOUSE
 FZ0012'AT STUART, PATRICK COUNTY, ABOUT 85 YARDS NORTH OF THE NORTH END
 FZ0012'OF THE BRIDGE OVER MAYO RIVER, AT THE WEST END OF A ROCK CUT, IN
 FZ0012'THE WEST EDGE OF AN OLD ROADBED, AND 36 FEET NORTHWEST OF THE
 FZ0012'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 59 1935
 FZ0012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 FZ0012'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1418 ***********************************************************************
 FY1418  DESIGNATION -  D 60
 FY1418  PID         -  FY1418
 FY1418  STATE/COUNTY-  VA/HENRY
 FY1418  USGS QUAD   -  AXTON (1983)
 FY1418
 FY1418                         *CURRENT SURVEY CONTROL
 FY1418  ___________________________________________________________________
 FY1418* NAD 83(1986)-  36 37 40.     (N)    079 42 18.     (W)     SCALED    
 FY1418* NAVD 88     -       264.495  (meters)     867.76   (feet)  ADJUSTED  
 FY1418  ___________________________________________________________________
 FY1418  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 FY1418  DYNAMIC HT  -         264.266 (meters)     867.01  (feet)  COMP
 FY1418  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 FY1418
 FY1418  VERT ORDER  -  SECOND    CLASS 0
 FY1418
 FY1418.The horizontal coordinates were scaled from a topographic map and have
 FY1418.an estimated accuracy of +/- 6 seconds.
 FY1418
 FY1418.The orthometric height was determined by differential leveling
 FY1418.and adjusted by the National Geodetic Survey in June 1991..
 FY1418
 FY1418.The geoid height was determined by GEOID03.
 FY1418
 FY1418.The dynamic height is computed by dividing the NAVD 88
 FY1418.geopotential number by the normal gravity value computed on the
 FY1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1418.degrees latitude (g = 980.6199 gals.).
 FY1418
 FY1418.The modeled gravity was interpolated from observed gravity values.
 FY1418
 FY1418;                    North         East    Units  Estimated Accuracy
 FY1418;SPC VA S     - 1,033,360.    3,392,220.      MT  (+/- 180 meters Scaled)
 FY1418
 FY1418                          SUPERSEDED SURVEY CONTROL
 FY1418
 FY1418  NGVD 29 (??/??/92)  264.717  (m)          868.49   (f) ADJ UNCH    2 0
 FY1418
 FY1418.Superseded values are not recommended for survey control.
 FY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1418.See file dsdata.txt to determine how the superseded data were derived.
 FY1418
 FY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA157543(NAD 83)
 FY1418_MARKER: DB = BENCH MARK DISK
 FY1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1418_STAMPING: D 60 1935
 FY1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1418+STABILITY: SURFACE MOTION
 FY1418
 FY1418  HISTORY     - Date     Condition        Report By
 FY1418  HISTORY     - 1935     MONUMENTED       CGS
 FY1418  HISTORY     - 1964     GOOD             NGS
 FY1418
 FY1418                          STATION DESCRIPTION
 FY1418
 FY1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY1418'2.6 MI SE FROM AXTON.
 FY1418'2.6 MILES SOUTHEAST ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FY1418'THE STATION AT AXTON, HENRY COUNTY, ABOUT 1.2 MILES SOUTHEAST
 FY1418'OF BOXWOOD, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 28, ABOUT 130
 FY1418'YARDS SOUTHEAST OF A FARM-ROAD CROSSING, ABOUT 90 YARDS NORTHWEST
 FY1418'OF RAILROAD NUMBER POST 10, AND 19 FEET SOUTHWEST OF THE SOUTHWEST
 FY1418'RAIL.  A STANDARD DISK, STAMPED D 60 1935 AND SET IN THE TOP OF A
 FY1418'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1841 ***********************************************************************
 HW1841  DESIGNATION -  D 61
 HW1841  PID         -  HW1841
 HW1841  STATE/COUNTY-  VA/HIGHLAND
 HW1841  USGS QUAD   -  HIGHTOWN (1995)
 HW1841
 HW1841                         *CURRENT SURVEY CONTROL
 HW1841  ___________________________________________________________________
 HW1841* NAD 83(1993)-  38 27 58.82715(N)    079 41 37.82900(W)     ADJUSTED  
 HW1841* NAVD 88     -      1288.621  (meters)    4227.75   (feet)  ADJUSTED  
 HW1841  ___________________________________________________________________
 HW1841  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HW1841  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HW1841  DYNAMIC HT  -        1287.488 (meters)    4224.03  (feet)  COMP
 HW1841  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 HW1841
 HW1841  HORZ ORDER  -  SECOND
 HW1841  VERT ORDER  -  SECOND    CLASS 0
 HW1841
 HW1841.The horizontal coordinates were established by classical geodetic methods
 HW1841.and adjusted by the National Geodetic Survey in November 1994..
 HW1841
 HW1841.The orthometric height was determined by differential leveling
 HW1841.and adjusted by the National Geodetic Survey in June 1991..
 HW1841
 HW1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1841
 HW1841.The geoid height was determined by GEOID03.
 HW1841
 HW1841.The dynamic height is computed by dividing the NAVD 88
 HW1841.geopotential number by the normal gravity value computed on the
 HW1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1841.degrees latitude (g = 980.6199 gals.).
 HW1841
 HW1841.The modeled gravity was interpolated from observed gravity values.
 HW1841
 HW1841;                    North         East     Units Scale Factor Converg.
 HW1841;SPC VA N     - 2,089,439.663 3,395,817.421   MT  0.99995185   -0 44 42.4
 HW1841;SPC VA N     - 6,855,103.29 11,141,110.99   sFT  0.99995185   -0 44 42.4
 HW1841;SPC WV S     -   163,551.795   713,981.963   MT  0.99993774   +0 48 26.9
 HW1841;UTM  17      - 4,258,366.597   613,949.492   MT  0.99975990   +0 48 45.3
 HW1841
 HW1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1841!SPC VA N     -   0.99980265  x   0.99995185  =   0.99975451
 HW1841!SPC WV S     -   0.99980265  x   0.99993774  =   0.99974040
 HW1841!UTM  17      -   0.99980265  x   0.99975990  =   0.99956259
 HW1841
 HW1841                          SUPERSEDED SURVEY CONTROL
 HW1841
 HW1841  NAD 83(1986)-  38 27 58.82943(N)    079 41 37.83699(W) AD(       ) 2
 HW1841  NAD 27      -  38 27 58.40240(N)    079 41 38.65090(W) AD(       ) 2
 HW1841  NGVD 29 (??/??/92) 1288.625  (m)         4227.76   (f) ADJ UNCH    2 0
 HW1841
 HW1841.Superseded values are not recommended for survey control.
 HW1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1841.See file dsdata.txt to determine how the superseded data were derived.
 HW1841
 HW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1394958367(NAD 83)
 HW1841_MARKER: DB = BENCH MARK DISK
 HW1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1841_SP_SET: CULVERT
 HW1841_STAMPING: D 61 1935
 HW1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1841
 HW1841  HISTORY     - Date     Condition        Report By
 HW1841  HISTORY     - 1957     MONUMENTED       CGS
 HW1841  HISTORY     - 1957     GOOD             NGS
 HW1841  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW1841
 HW1841                          STATION DESCRIPTION
 HW1841
 HW1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW1841'13.4 MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS NOS. 220
 HW1841'AND 250, IN MONTEREY, 142 FEET NORTH OF A ROAD FORK, AND 22
 HW1841'FEET WEST OF THE CENTER LINE OF HIGHWAY 250.
 HW1841'
 HW1841'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SPEED,
 HW1841'DISTANCE BEING 154.76 FEET (47.171 METERS) SOUTH-SOUTHEAST
 HW1841'OF STATION SPEED.  THE MARK IS A STANDARD U.S. COAST AND
 HW1841'GEODETIC SURVEY BENCH MARK DISK, STAMPED D 61 1935, CEMENTED
 HW1841'IN A DRILL HOLE IN THE WEST HEAD WALL, AT THE SOUTH END OF
 HW1841'A CONCRETE CULVERT.
 HW1841
 HW1841                          STATION RECOVERY (1957)
 HW1841
 HW1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HW1841'7.7 MI NW FROM HIGHTOWN.
 HW1841'IN POCAHONTAS COUNTY, WEST VIRGINIA, 7.7 MILES NORTHWEST ALONG
 HW1841'U.S. HIGHWAY 250 FROM THE HEVENER STORE AND POST OFFICE AT
 HW1841'HIGHTOWN, HIGHLAND COUNTY, VIRGINIA, 0.7 MILE SOUTHEAST OF THE
 HW1841'FIRST VIRGINIA-WEST VIRGINIA STATE LINE SIGNPOST, 100 YARDS
 HW1841'NORTH OF THE EDGE OF A NEW HIGHWAY, 160 FEET NORTH OF THE
 HW1841'ENTERING-VIRGINIA-LEAVING-WEST VIRGINIA SIGN, IN THE TOP OF THE
 HW1841'SOUTH END OF THE CONCRETE HEADWALL OF A CULVERT, AT THE JUNCTION
 HW1841'OF THE OLD AND NEW HIGHWAYS, 20 FEET WEST OF THE CENTERLINE
 HW1841'OF THE HIGHWAY, AND 15 FEET SOUTH OF A FENCE CORNER.
 HW1841
 HW1841                          STATION RECOVERY (1966)
 HW1841
 HW1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0030 ***********************************************************************
 FZ0030  DESIGNATION -  D 61
 FZ0030  PID         -  FZ0030
 FZ0030  STATE/COUNTY-  VA/PATRICK
 FZ0030  USGS QUAD   -  WOOLWINE (1982)
 FZ0030
 FZ0030                         *CURRENT SURVEY CONTROL
 FZ0030  ___________________________________________________________________
 FZ0030* NAD 83(1986)-  36 48 35.     (N)    080 19 22.     (W)     SCALED    
 FZ0030* NAVD 88     -       514.163  (meters)    1686.88   (feet)  POSTED    
 FZ0030  ___________________________________________________________________
 FZ0030  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FZ0030  DYNAMIC HT  -         513.680 (meters)    1685.30  (feet)  COMP
 FZ0030  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 FZ0030
 FZ0030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0030
 FZ0030.The horizontal coordinates were scaled from a topographic map and have
 FZ0030.an estimated accuracy of +/- 6 seconds.
 FZ0030
 FZ0030.The orthometric height was determined by differential leveling
 FZ0030.and adjusted by the National Geodetic Survey in 1992..
 FZ0030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0030.rate of 0.0 thru 1.0 mm/km.
 FZ0030
 FZ0030.The geoid height was determined by GEOID03.
 FZ0030
 FZ0030.The dynamic height is computed by dividing the NAVD 88
 FZ0030.geopotential number by the normal gravity value computed on the
 FZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0030.degrees latitude (g = 980.6199 gals.).
 FZ0030
 FZ0030.The modeled gravity was interpolated from observed gravity values.
 FZ0030
 FZ0030;                    North         East    Units  Estimated Accuracy
 FZ0030;SPC VA S     - 1,054,440.    3,337,360.      MT  (+/- 180 meters Scaled)
 FZ0030
 FZ0030                          SUPERSEDED SURVEY CONTROL
 FZ0030
 FZ0030  NGVD 29 (??/??/92)  514.278  (m)         1687.26   (f) ADJ UNCH    2 0
 FZ0030
 FZ0030.Superseded values are not recommended for survey control.
 FZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0030.See file dsdata.txt to determine how the superseded data were derived.
 FZ0030
 FZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA604739(NAD 83)
 FZ0030_MARKER: DB = BENCH MARK DISK
 FZ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0030_STAMPING: D 61 1935
 FZ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0030+STABILITY: SURFACE MOTION
 FZ0030
 FZ0030  HISTORY     - Date     Condition        Report By
 FZ0030  HISTORY     - 1935     MONUMENTED       CGS
 FZ0030  HISTORY     - 1963     MARK NOT FOUND   NGS
 FZ0030  HISTORY     - 1967     MARK NOT FOUND   USGS
 FZ0030
 FZ0030                          STATION DESCRIPTION
 FZ0030
 FZ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0030'3 MI N FROM WOOLWINE.
 FZ0030'3.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT
 FZ0030'WOOLWINE, PATRICK COUNTY, ON THE SOUTH SLOPE OF THE BLUE RIDGE
 FZ0030'MOUNTAINS, 2.8 MILES SOUTH OF THE PATRICK-FLOYD COUNTY LINE, 33.5
 FZ0030'FEET SOUTH OF AN OLD FARMHOUSE, AND 40 FEET NORTHWEST OF CENTER LINE
 FZ0030'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 61 1935 AND SET IN THE
 FZ0030'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FZ0030
 FZ0030                          STATION RECOVERY (1967)
 FZ0030
 FZ0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FZ0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0235 ***********************************************************************
 GW0235  DESIGNATION -  D 65
 GW0235  PID         -  GW0235
 GW0235  STATE/COUNTY-  VA/CUMBERLAND
 GW0235  USGS QUAD   -  HILLCREST (1987)
 GW0235
 GW0235                         *CURRENT SURVEY CONTROL
 GW0235  ___________________________________________________________________
 GW0235* NAD 83(1986)-  37 23 24.     (N)    078 22 18.     (W)     SCALED    
 GW0235* NAVD 88     -       145.307  (meters)     476.73   (feet)  ADJUSTED  
 GW0235  ___________________________________________________________________
 GW0235  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GW0235  DYNAMIC HT  -         145.205 (meters)     476.39  (feet)  COMP
 GW0235  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 GW0235
 GW0235  VERT ORDER  -  SECOND    CLASS 0
 GW0235
 GW0235.The horizontal coordinates were scaled from a topographic map and have
 GW0235.an estimated accuracy of +/- 6 seconds.
 GW0235
 GW0235.The orthometric height was determined by differential leveling
 GW0235.and adjusted by the National Geodetic Survey in June 1991..
 GW0235
 GW0235.The geoid height was determined by GEOID03.
 GW0235
 GW0235.The dynamic height is computed by dividing the NAVD 88
 GW0235.geopotential number by the normal gravity value computed on the
 GW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0235.degrees latitude (g = 980.6199 gals.).
 GW0235
 GW0235.The modeled gravity was interpolated from observed gravity values.
 GW0235
 GW0235;                    North         East    Units  Estimated Accuracy
 GW0235;SPC VA S     - 1,117,270.    3,511,360.      MT  (+/- 180 meters Scaled)
 GW0235
 GW0235                          SUPERSEDED SURVEY CONTROL
 GW0235
 GW0235  NGVD 29 (??/??/92)  145.575  (m)          477.61   (f) ADJ UNCH    2 0
 GW0235
 GW0235.Superseded values are not recommended for survey control.
 GW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0235.See file dsdata.txt to determine how the superseded data were derived.
 GW0235
 GW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB326413(NAD 83)
 GW0235_MARKER: DB = BENCH MARK DISK
 GW0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0235_STAMPING: D 65 1935
 GW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0235+STABILITY: SURFACE MOTION
 GW0235
 GW0235  HISTORY     - Date     Condition        Report By
 GW0235  HISTORY     - 1935     MONUMENTED       CGS
 GW0235  HISTORY     - 1963     GOOD             NGS
 GW0235  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0235  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0235
 GW0235                          STATION DESCRIPTION
 GW0235
 GW0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0235'6.2 MI N FROM FARMVILLE.
 GW0235'IN CUMBERLAND COUNTY, ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY
 GW0235'45 FROM THE APPOMATTOX RIVER BRIDGE AT FARMVILLE, PRINCE EDWARD
 GW0235'COUNTY, ON THE EXTENSION OF THE CENTER LINE OF THE HIGHWAY TO
 GW0235'THE NORTH, 130 YARDS SOUTHWEST OF A RESIDENCE, 85 FEET SOUTH OF
 GW0235'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 24 FEET SOUTHEAST
 GW0235'OF THE CENTER LINE OF THE HIGHWAY, AND 32 FEET SOUTH OF POLE 212.
 GW0235'A STANDARD DISK, STAMPED D 65 1935 AND SET IN THE TOP OF A CONCRETE
 GW0235'POST.  NOTE-- MARK IS NOW ABOUT 75 YARDS ACROSS HIGHWAY FROM A
 GW0235'HOUSE AND 0.5 FOOT NORTHEAST OF A STEEL WITNESS POST.
 GW0235
 GW0235                          STATION RECOVERY (1997)
 GW0235
 GW0235'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0235'MARK NOT FOUND.
 GW0235
 GW0235                          STATION RECOVERY (2001)
 GW0235
 GW0235'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0220 ***********************************************************************
 GW0220  DESIGNATION -  D 66
 GW0220  PID         -  GW0220
 GW0220  STATE/COUNTY-  VA/CUMBERLAND
 GW0220  USGS QUAD   -  HILLCREST (1987)
 GW0220
 GW0220                         *CURRENT SURVEY CONTROL
 GW0220  ___________________________________________________________________
 GW0220* NAD 83(1986)-  37 28 33.     (N)    078 17 20.     (W)     SCALED    
 GW0220* NAVD 88     -       133.322  (meters)     437.41   (feet)  ADJUSTED  
 GW0220  ___________________________________________________________________
 GW0220  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GW0220  DYNAMIC HT  -         133.229 (meters)     437.10  (feet)  COMP
 GW0220  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 GW0220
 GW0220  VERT ORDER  -  SECOND    CLASS 0
 GW0220
 GW0220.The horizontal coordinates were scaled from a topographic map and have
 GW0220.an estimated accuracy of +/- 6 seconds.
 GW0220
 GW0220.The orthometric height was determined by differential leveling
 GW0220.and adjusted by the National Geodetic Survey in June 1991..
 GW0220
 GW0220.The geoid height was determined by GEOID03.
 GW0220
 GW0220.The dynamic height is computed by dividing the NAVD 88
 GW0220.geopotential number by the normal gravity value computed on the
 GW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0220.degrees latitude (g = 980.6199 gals.).
 GW0220
 GW0220.The modeled gravity was interpolated from observed gravity values.
 GW0220
 GW0220;                    North         East    Units  Estimated Accuracy
 GW0220;SPC VA S     - 1,126,810.    3,518,670.      MT  (+/- 180 meters Scaled)
 GW0220
 GW0220                          SUPERSEDED SURVEY CONTROL
 GW0220
 GW0220  NGVD 29 (??/??/92)  133.59   (m)          438.3    (f) COMPUTED    2 0
 GW0220
 GW0220.Superseded values are not recommended for survey control.
 GW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0220.See file dsdata.txt to determine how the superseded data were derived.
 GW0220
 GW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB397511(NAD 83)
 GW0220_MARKER: DB = BENCH MARK DISK
 GW0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0220_STAMPING: D 66 1935
 GW0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0220+STABILITY: SURFACE MOTION
 GW0220
 GW0220  HISTORY     - Date     Condition        Report By
 GW0220  HISTORY     - 1935     MONUMENTED       CGS
 GW0220  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0220  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0220  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0220
 GW0220                          STATION DESCRIPTION
 GW0220
 GW0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0220'2.9 MI W FROM CUMBERLAND.
 GW0220'2.9 MILES ALONG U.S. HIGHWAY 60 FROM THE COUNTY COURTHOUSE AT
 GW0220'CUMBERLAND, CUMBERLAND COUNTY, 0.5 MILE WEST OF THE JUNCTION OF
 GW0220'STATE HIGHWAY 45, 49 YARDS WEST OF THE WEST END OF A SMALL FIELD,
 GW0220'40 YARDS EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 GW0220'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTHEAST
 GW0220'OF THE CENTERLINE OF THE DIRT ROAD, AND ON THE OUTSIDE CURVE IN THE
 GW0220'HIGHWAY.  A STANDARD DISK, STAMPED D 66 1935 AND SET IN THE TOP
 GW0220'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0220
 GW0220                          STATION RECOVERY (1997)
 GW0220
 GW0220'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0220'MARK NOT FOUND.
 GW0220
 GW0220                          STATION RECOVERY (2001)
 GW0220
 GW0220'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0221 ***********************************************************************
 GW0221  DESIGNATION -  D 66 RESET 1950
 GW0221  PID         -  GW0221
 GW0221  STATE/COUNTY-  VA/CUMBERLAND
 GW0221  USGS QUAD   -  HILLCREST (1987)
 GW0221
 GW0221                         *CURRENT SURVEY CONTROL
 GW0221  ___________________________________________________________________
 GW0221* NAD 83(1986)-  37 28 33.     (N)    078 17 20.     (W)     SCALED    
 GW0221* NAVD 88     -       133.34   (+/-2cm)     437.5    (feet)  VERTCON   
 GW0221  ___________________________________________________________________
 GW0221  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 GW0221
 GW0221  VERT ORDER  -  THIRD (See Below)
 GW0221
 GW0221.The horizontal coordinates were scaled from a topographic map and have
 GW0221.an estimated accuracy of +/- 6 seconds.
 GW0221
 GW0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0221.The vertical order pertains to the NGVD 29 superseded value.
 GW0221
 GW0221.The geoid height was determined by GEOID03.
 GW0221
 GW0221;                    North         East    Units  Estimated Accuracy
 GW0221;SPC VA S     - 1,126,810.    3,518,670.      MT  (+/- 180 meters Scaled)
 GW0221
 GW0221                          SUPERSEDED SURVEY CONTROL
 GW0221
 GW0221  NGVD 29 (??/??/??)  133.61   (m)          438.4    (f) RESET       3  
 GW0221
 GW0221.Superseded values are not recommended for survey control.
 GW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0221.See file dsdata.txt to determine how the superseded data were derived.
 GW0221
 GW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB397511(NAD 83)
 GW0221_MARKER: DD = SURVEY DISK
 GW0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0221_STAMPING: D 66 RESET 1950
 GW0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0221+STABILITY: SURFACE MOTION
 GW0221
 GW0221  HISTORY     - Date     Condition        Report By
 GW0221  HISTORY     - 1950     MONUMENTED       VADH
 GW0221  HISTORY     - 1963     GOOD             NGS
 GW0221  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0221  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0221
 GW0221                          STATION DESCRIPTION
 GW0221
 GW0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0221'2.9 MI W FROM CUMBERLAND.
 GW0221'2.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE COUNTY COURTHOUSE
 GW0221'AT CUMBERLAND, CUMBERLAND COUNTY, 0.5 MILE WEST OF THE JUNCTION
 GW0221'OF STATE HIGHWAY 45, 40 YARDS EAST OF THE JUNCTION OF STATE
 GW0221'SECONDARY HIGHWAY 670, AT THE INSIDE OF A CURVE, AND 50 FEET
 GW0221'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GW0221'D 66 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
 GW0221
 GW0221                          STATION RECOVERY (1997)
 GW0221
 GW0221'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0221'MARK NOT FOUND.
 GW0221
 GW0221                          STATION RECOVERY (2001)
 GW0221
 GW0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2247 ***********************************************************************
 GV2247  DESIGNATION -  D 67
 GV2247  PID         -  GV2247
 GV2247  STATE/COUNTY-  VA/DINWIDDIE
 GV2247  USGS QUAD   -  SUTHERLAND (1974)
 GV2247
 GV2247                         *CURRENT SURVEY CONTROL
 GV2247  ___________________________________________________________________
 GV2247* NAD 83(1986)-  37 11 47.     (N)    077 32 59.     (W)     SCALED    
 GV2247* NAVD 88     -        80.693  (meters)     264.74   (feet)  ADJUSTED  
 GV2247  ___________________________________________________________________
 GV2247  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GV2247  DYNAMIC HT  -          80.634 (meters)     264.55  (feet)  COMP
 GV2247  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GV2247
 GV2247  VERT ORDER  -  SECOND    CLASS 0
 GV2247
 GV2247.The horizontal coordinates were scaled from a topographic map and have
 GV2247.an estimated accuracy of +/- 6 seconds.
 GV2247
 GV2247.The orthometric height was determined by differential leveling
 GV2247.and adjusted by the National Geodetic Survey in June 1991..
 GV2247
 GV2247.The geoid height was determined by GEOID03.
 GV2247
 GV2247.The dynamic height is computed by dividing the NAVD 88
 GV2247.geopotential number by the normal gravity value computed on the
 GV2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2247.degrees latitude (g = 980.6199 gals.).
 GV2247
 GV2247.The modeled gravity was interpolated from observed gravity values.
 GV2247
 GV2247;                    North         East    Units  Estimated Accuracy
 GV2247;SPC VA S     - 1,096,200.    3,584,360.      MT  (+/- 180 meters Scaled)
 GV2247
 GV2247                          SUPERSEDED SURVEY CONTROL
 GV2247
 GV2247  NGVD 29 (??/??/??)   81.020  (m)          265.81   (f) ADJUSTED    2 0
 GV2247
 GV2247.Superseded values are not recommended for survey control.
 GV2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2247.See file dsdata.txt to determine how the superseded data were derived.
 GV2247
 GV2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG737197(NAD 83)
 GV2247_MARKER: DB = BENCH MARK DISK
 GV2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2247_STAMPING: D-67--1935
 GV2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2247+STABILITY: SURFACE MOTION
 GV2247
 GV2247  HISTORY     - Date     Condition        Report By
 GV2247  HISTORY     - 1935     MONUMENTED       CGS
 GV2247  HISTORY     - 1938     GOOD             CGS
 GV2247  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2247
 GV2247                          STATION DESCRIPTION
 GV2247
 GV2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2247'5.7 MI NE FROM CHURCH ROAD.
 GV2247'5.7 MILES NORTHEAST OF THE DEPOT AT CHURCH ROAD, 2.1 MILES EAST
 GV2247'OF SUTHERLAND DEPOT, 2 TELEGRAPH POLES WEST OF WEST END OF
 GV2247'RAILROAD CURVE, 60 FT. SOUTHWEST OF CENTERLINE OF A DIM RAILROAD
 GV2247'CROSSING, 49.7 FT. SOUTH OF SOUTH
 GV2247'RAIL OF SOUTH TRACK.  16 FT. EAST OF GATE POST.  STANDARD
 GV2247'TABLET SET IN TOP OF CONCRETE POST 3 IN HIGH.
 GV2247
 GV2247                          STATION RECOVERY (1938)
 GV2247
 GV2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 GV2247'RECOVERED IN GOOD CONDITION.
 GV2247
 GV2247                          STATION RECOVERY (2000)
 GV2247
 GV2247'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0279 ***********************************************************************
 GW0279  DESIGNATION -  D 68
 GW0279  PID         -  GW0279
 GW0279  STATE/COUNTY-  VA/NOTTOWAY
 GW0279  USGS QUAD   -  CREWE WEST (1987)
 GW0279
 GW0279                         *CURRENT SURVEY CONTROL
 GW0279  ___________________________________________________________________
 GW0279* NAD 83(1986)-  37 11 18.     (N)    078 12 37.     (W)     SCALED    
 GW0279* NAVD 88     -       161.958  (meters)     531.36   (feet)  ADJUSTED  
 GW0279  ___________________________________________________________________
 GW0279  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GW0279  DYNAMIC HT  -         161.841 (meters)     530.97  (feet)  COMP
 GW0279  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 GW0279
 GW0279  VERT ORDER  -  FIRST     CLASS II
 GW0279
 GW0279.The horizontal coordinates were scaled from a topographic map and have
 GW0279.an estimated accuracy of +/- 6 seconds.
 GW0279
 GW0279.The orthometric height was determined by differential leveling
 GW0279.and adjusted by the National Geodetic Survey in June 1991..
 GW0279.WARNING-Repeat measurements at this control monument indicate possible
 GW0279.vertical movement.
 GW0279
 GW0279.The geoid height was determined by GEOID03.
 GW0279
 GW0279.The dynamic height is computed by dividing the NAVD 88
 GW0279.geopotential number by the normal gravity value computed on the
 GW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0279.degrees latitude (g = 980.6199 gals.).
 GW0279
 GW0279.The modeled gravity was interpolated from observed gravity values.
 GW0279
 GW0279;                    North         East    Units  Estimated Accuracy
 GW0279;SPC VA S     - 1,094,920.    3,525,720.      MT  (+/- 180 meters Scaled)
 GW0279
 GW0279                          SUPERSEDED SURVEY CONTROL
 GW0279
 GW0279  NGVD 29 (03/05/92)  162.190  (m)          532.12   (f) ADJUSTED    1 2
 GW0279
 GW0279.Superseded values are not recommended for survey control.
 GW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0279.See file dsdata.txt to determine how the superseded data were derived.
 GW0279
 GW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB476194(NAD 83)
 GW0279_MARKER: DB = BENCH MARK DISK
 GW0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0279_SP_SET: BRIDGE
 GW0279_STAMPING: D 68 1935
 GW0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0279+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2000
 GW0279
 GW0279  HISTORY     - Date     Condition        Report By
 GW0279  HISTORY     - 1935     MONUMENTED       CGS
 GW0279  HISTORY     - 1965     GOOD             NGS
 GW0279  HISTORY     - 1979     GOOD             NGS
 GW0279  HISTORY     - 19960214 GOOD             USPSQD
 GW0279  HISTORY     - 20001207 GOOD             USPSQD
 GW0279  HISTORY     - 20010331 GOOD             NGS
 GW0279  HISTORY     - 20051117 GOOD             VADOT
 GW0279
 GW0279                          STATION DESCRIPTION
 GW0279
 GW0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0279'0.5 MI W FROM BURKEVILLE.
 GW0279'0.5 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0279'STATION AT BURKEVILLE, NOTTOWAY COUNTY, 5-3/4 POLES NORTHWEST OF
 GW0279'THE CROSSING OF THE SOUTHERN RAILWAY, AT BRIDGE NO. 51 A OVER
 GW0279'U.S. HIGHWAY 360, IN THE TOP OF THE SOUTHWEST WING WALL OF THE
 GW0279'SOUTHEAST HEADWALL, AND 4.5 FEET SOUTHWEST OF THE SOUTHWEST
 GW0279'RAIL.  A STANDARD DISK, STAMPED D 68 1935.
 GW0279
 GW0279                          STATION RECOVERY (1979)
 GW0279
 GW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GW0279'IN BURKEVILLE, SET IN THE SOUTHEAST BRIDGE ABUTMENT OF THE
 GW0279'SOUTHERN RAILROAD OVERPASS OF COUNTY ROAD 621 NORTH, 18 FEET NORTH-
 GW0279'WEST OF A POWER POLE, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GW0279'SOUTHERN RAILROAD, AND 4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 GW0279'ABUTMENT.
 GW0279'THE MARK IS 1 FT BELOW THE TRACKS.
 GW0279
 GW0279                          STATION RECOVERY (1996)
 GW0279
 GW0279'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0279'RECOVERED IN GOOD CONDITION.
 GW0279
 GW0279                          STATION RECOVERY (2000)
 GW0279
 GW0279'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0279'RECOVERED IN GOOD CONDITION.
 GW0279
 GW0279                          STATION RECOVERY (2001)
 GW0279
 GW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0279
 GW0279                          STATION RECOVERY (2005)
 GW0279
 GW0279'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0469 ***********************************************************************
 GW0469  DESIGNATION -  D 69
 GW0469  PID         -  GW0469
 GW0469  STATE/COUNTY-  VA/APPOMATTOX
 GW0469  USGS QUAD   -  APPOMATTOX (1984)
 GW0469
 GW0469                         *CURRENT SURVEY CONTROL
 GW0469  ___________________________________________________________________
 GW0469* NAD 83(1986)-  37 20 33.     (N)    078 48 35.     (W)     SCALED    
 GW0469* NAVD 88     -       251.118  (meters)     823.88   (feet)  ADJUSTED  
 GW0469  ___________________________________________________________________
 GW0469  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GW0469  DYNAMIC HT  -         250.937 (meters)     823.28  (feet)  COMP
 GW0469  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 GW0469
 GW0469  VERT ORDER  -  SECOND    CLASS 0
 GW0469
 GW0469.The horizontal coordinates were scaled from a topographic map and have
 GW0469.an estimated accuracy of +/- 6 seconds.
 GW0469
 GW0469.The orthometric height was determined by differential leveling
 GW0469.and adjusted by the National Geodetic Survey in June 1991..
 GW0469
 GW0469.The geoid height was determined by GEOID03.
 GW0469
 GW0469.The dynamic height is computed by dividing the NAVD 88
 GW0469.geopotential number by the normal gravity value computed on the
 GW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0469.degrees latitude (g = 980.6199 gals.).
 GW0469
 GW0469.The modeled gravity was interpolated from observed gravity values.
 GW0469
 GW0469;                    North         East    Units  Estimated Accuracy
 GW0469;SPC VA S     - 1,112,040.    3,472,560.      MT  (+/- 180 meters Scaled)
 GW0469
 GW0469                          SUPERSEDED SURVEY CONTROL
 GW0469
 GW0469  NGVD 29 (??/??/92)  251.237  (m)          824.27   (f) ADJ UNCH    2 0
 GW0469
 GW0469.Superseded values are not recommended for survey control.
 GW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0469.See file dsdata.txt to determine how the superseded data were derived.
 GW0469
 GW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB940351(NAD 83)
 GW0469_MARKER: DB = BENCH MARK DISK
 GW0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0469_STAMPING: D 69 1935
 GW0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0469+STABILITY: SURFACE MOTION
 GW0469
 GW0469  HISTORY     - Date     Condition        Report By
 GW0469  HISTORY     - 1935     MONUMENTED       CGS
 GW0469  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0469
 GW0469                          STATION DESCRIPTION
 GW0469
 GW0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0469'1.6 MI SE FROM APPOMATTOX.
 GW0469'1.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0469'THE STATION AT APPOMATTOX, APPOMATTOX COUNTY, 9 POLES EAST OF
 GW0469'MILEPOST 180, 2-1/2 POLES SOUTHEAST OF SIGNAL TOWER 1797,
 GW0469'52 FEET EAST OF THE CENTER OF A ROAD CROSSING, 48 FEET
 GW0469'SOUTHWEST OF THE SOUTHWEST RAIL, AND 10 FEET NORTHEAST OF A
 GW0469'GATEPOST.  A STANDARD DISK, STAMPED D 69 1935 AND SET IN THE TOP
 GW0469'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GW0469
 GW0469                          STATION RECOVERY (2005)
 GW0469
 GW0469'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0469' 
 GW0469' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1016 ***********************************************************************
 FX1016  DESIGNATION -  D 70
 FX1016  PID         -  FX1016
 FX1016  STATE/COUNTY-  VA/C OF SUFFOLK
 FX1016  USGS QUAD   -  WHALEYVILLE (1981)
 FX1016
 FX1016                         *CURRENT SURVEY CONTROL
 FX1016  ___________________________________________________________________
 FX1016* NAD 83(1986)-  36 35 51.     (N)    076 39 49.     (W)     SCALED    
 FX1016* NAVD 88     -        21.738  (meters)      71.32   (feet)  POSTED    
 FX1016  ___________________________________________________________________
 FX1016  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 FX1016  DYNAMIC HT  -          21.720 (meters)      71.26  (feet)  COMP
 FX1016  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 FX1016
 FX1016  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1016
 FX1016.The horizontal coordinates were scaled from a topographic map and have
 FX1016.an estimated accuracy of +/- 6 seconds.
 FX1016
 FX1016.The orthometric height was determined by differential leveling
 FX1016.and adjusted by the National Geodetic Survey in 1992..
 FX1016.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1016.rate of 1.1 thru 2.0 mm/km.
 FX1016
 FX1016.The geoid height was determined by GEOID03.
 FX1016
 FX1016.The dynamic height is computed by dividing the NAVD 88
 FX1016.geopotential number by the normal gravity value computed on the
 FX1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1016.degrees latitude (g = 980.6199 gals.).
 FX1016
 FX1016.The modeled gravity was interpolated from observed gravity values.
 FX1016
 FX1016;                    North         East    Units  Estimated Accuracy
 FX1016;SPC VA S     - 1,030,910.    3,664,310.      MT  (+/- 180 meters Scaled)
 FX1016
 FX1016                          SUPERSEDED SURVEY CONTROL
 FX1016
 FX1016  NGVD 29 (??/??/92)   22.162  (m)           72.71   (f) ADJ UNCH    2 0
 FX1016
 FX1016.Superseded values are not recommended for survey control.
 FX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1016.See file dsdata.txt to determine how the superseded data were derived.
 FX1016
 FX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF511515(NAD 83)
 FX1016_MARKER: DB = BENCH MARK DISK
 FX1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1016_STAMPING: D 70 1935
 FX1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1016+STABILITY: SURFACE MOTION
 FX1016
 FX1016  HISTORY     - Date     Condition        Report By
 FX1016  HISTORY     - 1935     MONUMENTED       CGS
 FX1016  HISTORY     - 1960     GOOD             NGS
 FX1016  HISTORY     - 20010815 MARK NOT FOUND   VADOT
 FX1016
 FX1016                          STATION DESCRIPTION
 FX1016
 FX1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1016'AT WHALEY.
 FX1016'0.4 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1016'THE STATION AT WHALEY, NANSEMOND COUNTY, 41.4 FEET SOUTHEAST OF
 FX1016'THE SOUTHEAST RAIL OF THE NORTHWEST SIDETRACK, AND 28.2 FEET
 FX1016'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK.  A STANDARD
 FX1016'DISK, STAMPED D 70 1935 AND SET IN THE TOP OF A CONCRETE POST
 FX1016'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- 1959 REPORT - 320 FEET
 FX1016'SOUTHWEST MILEPOST B 206 WHICH IS 75 FEET SOUTHWEST OF RAILROAD
 FX1016'GRADE CROSSING DIRT ROAD LEAVING ROUTE 13 0.5 MILE NORTH OF
 FX1016'WHALEYVILLE.  ALSO 65 FEET SOUTHWEST ALONG TRACK FROM TELEG. POLE
 FX1016'472.
 FX1016
 FX1016                          STATION RECOVERY (2001)
 FX1016
 FX1016'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1042 ***********************************************************************
 FX1042  DESIGNATION -  D 71
 FX1042  PID         -  FX1042
 FX1042  STATE/COUNTY-  VA/SUSSEX
 FX1042  USGS QUAD   -  STONY CREEK (1986)
 FX1042
 FX1042                         *CURRENT SURVEY CONTROL
 FX1042  ___________________________________________________________________
 FX1042* NAD 83(1986)-  36 54 12.     (N)    077 24 57.     (W)     SCALED    
 FX1042* NAVD 88     -        25.859  (meters)      84.84   (feet)  ADJUSTED  
 FX1042  ___________________________________________________________________
 FX1042  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FX1042  DYNAMIC HT  -          25.839 (meters)      84.77  (feet)  COMP
 FX1042  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 FX1042
 FX1042  VERT ORDER  -  SECOND    CLASS 0
 FX1042
 FX1042.The horizontal coordinates were scaled from a topographic map and have
 FX1042.an estimated accuracy of +/- 6 seconds.
 FX1042
 FX1042.The orthometric height was determined by differential leveling
 FX1042.and adjusted by the National Geodetic Survey in June 1991..
 FX1042
 FX1042.The geoid height was determined by GEOID03.
 FX1042
 FX1042.The dynamic height is computed by dividing the NAVD 88
 FX1042.geopotential number by the normal gravity value computed on the
 FX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1042.degrees latitude (g = 980.6199 gals.).
 FX1042
 FX1042.The modeled gravity was interpolated from observed gravity values.
 FX1042
 FX1042;                    North         East    Units  Estimated Accuracy
 FX1042;SPC VA S     - 1,063,810.    3,596,620.      MT  (+/- 180 meters Scaled)
 FX1042
 FX1042                          SUPERSEDED SURVEY CONTROL
 FX1042
 FX1042  NGVD 29 (??/??/92)   26.224  (m)           86.04   (f) ADJ UNCH    2 0
 FX1042
 FX1042.Superseded values are not recommended for survey control.
 FX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1042.See file dsdata.txt to determine how the superseded data were derived.
 FX1042
 FX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF847868(NAD 83)
 FX1042_MARKER: DB = BENCH MARK DISK
 FX1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1042_STAMPING: D 71 1935
 FX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1042+STABILITY: SURFACE MOTION
 FX1042
 FX1042  HISTORY     - Date     Condition        Report By
 FX1042  HISTORY     - 1935     MONUMENTED       CGS
 FX1042  HISTORY     - 1965     GOOD             NGS
 FX1042  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1042  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1042
 FX1042                          STATION DESCRIPTION
 FX1042
 FX1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1042'3.2 MI S FROM STONY CREEK.
 FX1042'3.2 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 FX1042'STATION AT STONY CREEK, SUSSEX COUNTY, ABOUT 0.5 MILE NORTH OF
 FX1042'THE STATION AT HUSKE, ABOUT 74 YARDS SOUTH OF SEMAPHORE 46.4, ABOUT
 FX1042'62 FEET SOUTHEAST OF THE CENTER OF A CROSSING ROAD AND THE EAST
 FX1042'MAIN TRACK, 37 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND
 FX1042'ABOUT 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FX1042'STAMPED D 71 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1042'ABOUT 4 INCHES ABOVE GROUND.  THE ROAD CROSSING IS SECONDARY
 FX1042'STATE HIGHWAY 648, THE RIGHT OF WAY FENCE HAS BEEN REMOVED AND
 FX1042'MARK IS NOW FLUSH IN THE LAWN OF THE HARDAWAY FARM AND 45 FEET
 FX1042'SOUTH OF THE CENTERLINE OF DRIVEWAY LEADING TO FARM BUILDINGS.
 FX1042
 FX1042                          STATION RECOVERY (1997)
 FX1042
 FX1042'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1042'MARK NOT FOUND.
 FX1042
 FX1042                          STATION RECOVERY (2002)
 FX1042
 FX1042'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 FX1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0634 ***********************************************************************
 FY0634  DESIGNATION -  D 72
 FY0634  PID         -  FY0634
 FY0634  STATE/COUNTY-  VA/HALIFAX
 FY0634  USGS QUAD   -  NATHALIE (1990)
 FY0634
 FY0634                         *CURRENT SURVEY CONTROL
 FY0634  ___________________________________________________________________
 FY0634* NAD 83(1986)-  36 53 17.     (N)    078 54 24.     (W)     SCALED    
 FY0634* NAVD 88     -       174.369  (meters)     572.08   (feet)  ADJUSTED  
 FY0634  ___________________________________________________________________
 FY0634  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FY0634  DYNAMIC HT  -         174.238 (meters)     571.65  (feet)  COMP
 FY0634  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 FY0634
 FY0634  VERT ORDER  -  SECOND    CLASS 0
 FY0634
 FY0634.The horizontal coordinates were scaled from a topographic map and have
 FY0634.an estimated accuracy of +/- 6 seconds.
 FY0634
 FY0634.The orthometric height was determined by differential leveling
 FY0634.and adjusted by the National Geodetic Survey in June 1991..
 FY0634
 FY0634.The geoid height was determined by GEOID03.
 FY0634
 FY0634.The dynamic height is computed by dividing the NAVD 88
 FY0634.geopotential number by the normal gravity value computed on the
 FY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0634.degrees latitude (g = 980.6199 gals.).
 FY0634
 FY0634.The modeled gravity was interpolated from observed gravity values.
 FY0634
 FY0634;                    North         East    Units  Estimated Accuracy
 FY0634;SPC VA S     - 1,061,640.    3,463,750.      MT  (+/- 180 meters Scaled)
 FY0634
 FY0634                          SUPERSEDED SURVEY CONTROL
 FY0634
 FY0634  NGVD 29 (??/??/92)  174.645  (m)          572.98   (f) ADJ UNCH    2 0
 FY0634
 FY0634.Superseded values are not recommended for survey control.
 FY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0634.See file dsdata.txt to determine how the superseded data were derived.
 FY0634
 FY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA865845(NAD 83)
 FY0634_MARKER: DB = BENCH MARK DISK
 FY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0634_STAMPING: D 72 1935
 FY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0634+STABILITY: SURFACE MOTION
 FY0634
 FY0634  HISTORY     - Date     Condition        Report By
 FY0634  HISTORY     - 1935     MONUMENTED       CGS
 FY0634
 FY0634                          STATION DESCRIPTION
 FY0634
 FY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0634'2 MI N FROM CRYSTAL HILL.
 FY0634'2.0 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY0634'STATION AT CRYSTAL HILL, HALIFAX COUNTY, 0.9 MILE SOUTH OF THE
 FY0634'STATION AT LENNIG, ABOUT 255 YARDS SOUTH OF MILEPOST 46, 75
 FY0634'FEET SOUTH OF THE CROSSING OF THE CENTERLINE OF A COUNTY ROAD,
 FY0634'AND 28.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD
 FY0634'DISK, STAMPED D 72 1935 AND SET IN THE TOP OF A CONCRETE POST
 FY0634'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0506 ***********************************************************************
 GX0506  DESIGNATION -  D 73
 GX0506  PID         -  GX0506
 GX0506  STATE/COUNTY-  VA/MONTGOMERY
 GX0506  USGS QUAD   -  RADFORD NORTH (1984)
 GX0506
 GX0506                         *CURRENT SURVEY CONTROL
 GX0506  ___________________________________________________________________
 GX0506* NAD 83(1986)-  37 09 29.     (N)    080 31 54.     (W)     SCALED    
 GX0506* NAVD 88     -       527.436  (meters)    1730.43   (feet)  ADJUSTED  
 GX0506  ___________________________________________________________________
 GX0506  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GX0506  DYNAMIC HT  -         526.965 (meters)    1728.88  (feet)  COMP
 GX0506  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 GX0506
 GX0506  VERT ORDER  -  SECOND    CLASS 0
 GX0506
 GX0506.The horizontal coordinates were scaled from a topographic map and have
 GX0506.an estimated accuracy of +/- 6 seconds.
 GX0506
 GX0506.The orthometric height was determined by differential leveling
 GX0506.and adjusted by the National Geodetic Survey in June 1991..
 GX0506
 GX0506.The geoid height was determined by GEOID03.
 GX0506
 GX0506.The dynamic height is computed by dividing the NAVD 88
 GX0506.geopotential number by the normal gravity value computed on the
 GX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0506.degrees latitude (g = 980.6199 gals.).
 GX0506
 GX0506.The modeled gravity was interpolated from observed gravity values.
 GX0506
 GX0506;                    North         East    Units  Estimated Accuracy
 GX0506;SPC VA S     - 1,093,470.    3,319,560.      MT  (+/- 180 meters Scaled)
 GX0506
 GX0506                          SUPERSEDED SURVEY CONTROL
 GX0506
 GX0506  NGVD 29 (??/??/92)  527.556  (m)         1730.82   (f) ADJ UNCH    2 0
 GX0506
 GX0506.Superseded values are not recommended for survey control.
 GX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0506.See file dsdata.txt to determine how the superseded data were derived.
 GX0506
 GX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB415125(NAD 83)
 GX0506_MARKER: DB = BENCH MARK DISK
 GX0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0506_SP_SET: CULVERT
 GX0506_STAMPING: D 73 1935
 GX0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0506
 GX0506  HISTORY     - Date     Condition        Report By
 GX0506  HISTORY     - 1935     MONUMENTED       CGS
 GX0506  HISTORY     - 1935     GOOD             NGS
 GX0506
 GX0506                          STATION DESCRIPTION
 GX0506
 GX0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0506'1.6 MI W FROM WALTON.
 GX0506'1.6 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX0506'STATION AT WALTON, MONTGOMERY COUNTY, 0.3 MILE EAST OF SEMAPHORE
 GX0506'303.0, 100 YARDS WEST OF A WATER SIGN, AT A 10- BY 10- FOOT
 GX0506'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 6 INCHES
 GX0506'NORTH OF THE EAST EDGE OF THE HEADWALL, 17.5 FEET SOUTH OF
 GX0506'THE SOUTH RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A
 GX0506'STANDARD DISK, STAMPED D 73 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0446 ***********************************************************************
 FY0446  DESIGNATION -  D 74
 FY0446  PID         -  FY0446
 FY0446  STATE/COUNTY-  VA/MECKLENBURG
 FY0446  USGS QUAD   -  CLARKSVILLE NORTH (1988)
 FY0446
 FY0446                         *CURRENT SURVEY CONTROL
 FY0446  ___________________________________________________________________
 FY0446* NAD 83(1986)-  36 39 15.     (N)    078 31 57.     (W)     SCALED    
 FY0446* NAVD 88     -        95.505  (meters)     313.34   (feet)  ADJUSTED  
 FY0446  ___________________________________________________________________
 FY0446  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FY0446  DYNAMIC HT  -          95.433 (meters)     313.10  (feet)  COMP
 FY0446  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 FY0446
 FY0446  VERT ORDER  -  SECOND    CLASS 0
 FY0446
 FY0446.The horizontal coordinates were scaled from a topographic map and have
 FY0446.an estimated accuracy of +/- 6 seconds.
 FY0446
 FY0446.The orthometric height was determined by differential leveling
 FY0446.and adjusted by the National Geodetic Survey in June 1991..
 FY0446
 FY0446.The geoid height was determined by GEOID03.
 FY0446
 FY0446.The dynamic height is computed by dividing the NAVD 88
 FY0446.geopotential number by the normal gravity value computed on the
 FY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0446.degrees latitude (g = 980.6199 gals.).
 FY0446
 FY0446.The modeled gravity was interpolated from observed gravity values.
 FY0446
 FY0446;                    North         East    Units  Estimated Accuracy
 FY0446;SPC VA S     - 1,035,610.    3,497,090.      MT  (+/- 180 meters Scaled)
 FY0446
 FY0446                          SUPERSEDED SURVEY CONTROL
 FY0446
 FY0446  NGVD 29 (??/??/92)   95.78   (m)          314.2    (f) COMPUTED    2 0
 FY0446
 FY0446.Superseded values are not recommended for survey control.
 FY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0446.See file dsdata.txt to determine how the superseded data were derived.
 FY0446
 FY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA205593(NAD 83)
 FY0446_MARKER: DB = BENCH MARK DISK
 FY0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0446_STAMPING: D 74 1935
 FY0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0446+STABILITY: SURFACE MOTION
 FY0446
 FY0446  HISTORY     - Date     Condition        Report By
 FY0446  HISTORY     - 1935     MONUMENTED       CGS
 FY0446  HISTORY     - 1966     GOOD             NGS
 FY0446  HISTORY     - 20051021 MARK NOT FOUND   USPSQD
 FY0446
 FY0446                          STATION DESCRIPTION
 FY0446
 FY0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0446'AT JEFFRESS.
 FY0446'AT JEFFRESS, MECKLENBURG COUNTY, ABOUT 475 YARDS SOUTHEAST OF
 FY0446'THE SOUTHERN RAILWAY STATION, ABOUT 125 YARDS EAST OF A POINT
 FY0446'OF SWITCH, AT THE WEST END OF A CUT, 23.5 FEET SOUTH OF THE
 FY0446'SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES, 17
 FY0446'FEET WEST OF A POLE, AND AT A 3-FOOT BANK.  A STANDARD DISK,
 FY0446'STAMPED D 74 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY0446'ABOUT 3 INCHES ABOVE GROUND.
 FY0446
 FY0446                          STATION RECOVERY (1966)
 FY0446
 FY0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0446'RECOVERED IN GOOD CONDITION.
 FY0446
 FY0446                          STATION RECOVERY (2005)
 FY0446
 FY0446'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0446'AREA OVERGROWN WITH WEED AND BRIARS AND UNACESSABLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0189 ***********************************************************************
 GX0189  DESIGNATION -  D 75
 GX0189  PID         -  GX0189
 GX0189  STATE/COUNTY-  VA/CRAIG
 GX0189  USGS QUAD   -  LOONEY (1963)
 GX0189
 GX0189                         *CURRENT SURVEY CONTROL
 GX0189  ___________________________________________________________________
 GX0189* NAD 83(1986)-  37 23 32.     (N)    080 09 21.     (W)     SCALED    
 GX0189* NAVD 88     -       473.283  (meters)    1552.76   (feet)  ADJUSTED  
 GX0189  ___________________________________________________________________
 GX0189  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX0189  DYNAMIC HT  -         472.881 (meters)    1551.44  (feet)  COMP
 GX0189  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 GX0189
 GX0189  VERT ORDER  -  SECOND    CLASS 0
 GX0189
 GX0189.The horizontal coordinates were scaled from a topographic map and have
 GX0189.an estimated accuracy of +/- 6 seconds.
 GX0189
 GX0189.The orthometric height was determined by differential leveling
 GX0189.and adjusted by the National Geodetic Survey in June 1991..
 GX0189
 GX0189.The geoid height was determined by GEOID03.
 GX0189
 GX0189.The dynamic height is computed by dividing the NAVD 88
 GX0189.geopotential number by the normal gravity value computed on the
 GX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0189.degrees latitude (g = 980.6199 gals.).
 GX0189
 GX0189.The modeled gravity was interpolated from observed gravity values.
 GX0189
 GX0189;                    North         East    Units  Estimated Accuracy
 GX0189;SPC VA S     - 1,118,800.    3,353,390.      MT  (+/- 180 meters Scaled)
 GX0189
 GX0189                          SUPERSEDED SURVEY CONTROL
 GX0189
 GX0189  NGVD 29 (??/??/92)  473.441  (m)         1553.28   (f) ADJ UNCH    2 0
 GX0189
 GX0189.Superseded values are not recommended for survey control.
 GX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0189.See file dsdata.txt to determine how the superseded data were derived.
 GX0189
 GX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB747387(NAD 83)
 GX0189_MARKER: DB = BENCH MARK DISK
 GX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0189_STAMPING: D 75 1935
 GX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0189+STABILITY: SURFACE MOTION
 GX0189
 GX0189  HISTORY     - Date     Condition        Report By
 GX0189  HISTORY     - 1935     MONUMENTED       CGS
 GX0189  HISTORY     - 1963     GOOD             NGS
 GX0189
 GX0189                          STATION DESCRIPTION
 GX0189
 GX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0189'8.8 MI S FROM NEW CASTLE.
 GX0189'8.8 MILES SOUTH ALONG STATE HIGHWAY 311 FROM THE COUNTY COURTHOUSE
 GX0189'AT NEW CASTLE, CRAIG COUNTY, 261 FEET NORTH OF THE NORTHEAST
 GX0189'CORNER OF AN 8- BY 20-FOOT BOX CULVERT, 54 FEET NORTHEAST OF
 GX0189'TELEPHONE POLE N 346, AND 27 FEET EAST OF THE CENTERLINE OF THE
 GX0189'HIGHWAY.  A STANDARD DISK, STAMPED D 75 1935 AND SET IN THE TOP
 GX0189'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- A
 GX0189'STEEL WITNESS POST WAS SET 0.5 FOOT WEST OF MARK.
 GX0189
 GX0189                          STATION RECOVERY (1963)
 GX0189
 GX0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0380 ***********************************************************************
 FW0380  DESIGNATION -  D 86
 FW0380  PID         -  FW0380
 FW0380  STATE/COUNTY-  VA/ACCOMACK
 FW0380  USGS QUAD   -  EXMORE (1992)
 FW0380
 FW0380                         *CURRENT SURVEY CONTROL
 FW0380  ___________________________________________________________________
 FW0380* NAD 83(1986)-  37 33 44.     (N)    075 48 01.     (W)     SCALED    
 FW0380* NAVD 88     -        11.499  (meters)      37.73   (feet)  ADJUSTED  
 FW0380  ___________________________________________________________________
 FW0380  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FW0380  DYNAMIC HT  -          11.491 (meters)      37.70  (feet)  COMP
 FW0380  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 FW0380
 FW0380  VERT ORDER  -  FIRST     CLASS I
 FW0380
 FW0380.The horizontal coordinates were scaled from a topographic map and have
 FW0380.an estimated accuracy of +/- 6 seconds.
 FW0380
 FW0380.The orthometric height was determined by differential leveling
 FW0380.and adjusted by the National Geodetic Survey in June 1991..
 FW0380
 FW0380.The geoid height was determined by GEOID03.
 FW0380
 FW0380.The dynamic height is computed by dividing the NAVD 88
 FW0380.geopotential number by the normal gravity value computed on the
 FW0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0380.degrees latitude (g = 980.6199 gals.).
 FW0380
 FW0380.The modeled gravity was interpolated from observed gravity values.
 FW0380
 FW0380;                    North         East    Units  Estimated Accuracy
 FW0380;SPC VA S     - 1,139,790.    3,738,480.      MT  (+/- 180 meters Scaled)
 FW0380
 FW0380                          SUPERSEDED SURVEY CONTROL
 FW0380
 FW0380  NGVD 29 (??/??/??)   11.736  (m)           38.50   (f) ADJUSTED    1 1
 FW0380
 FW0380.Superseded values are not recommended for survey control.
 FW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0380.See file dsdata.txt to determine how the superseded data were derived.
 FW0380
 FW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG293575(NAD 83)
 FW0380_MARKER: DB = BENCH MARK DISK
 FW0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0380_STAMPING: D 86 1935
 FW0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0380+STABILITY: SURFACE MOTION
 FW0380
 FW0380  HISTORY     - Date     Condition        Report By
 FW0380  HISTORY     - 1935     MONUMENTED       CGS
 FW0380  HISTORY     - 1972     GOOD             NGS
 FW0380  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0380
 FW0380                          STATION DESCRIPTION
 FW0380
 FW0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0380'2.5 MI NE FROM EXMORE.
 FW0380'ABOUT 2.5 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0380'THE STATION AT EXMORE, ABOUT 1.75 MILES SOUTHWEST OF THE CROSSING
 FW0380'OF STATE HIGHWAY 182 AT PAINTER, 0.45 MILE NORTHEAST OF MILEPOST
 FW0380'70, 37.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47 FEET EAST OF
 FW0380'THE CENTER OF A PRIVATE ROAD CROSSING AND THE TRACK, 167 1/2
 FW0380'FEET NORTH OF THE NORTH CORNER OF A 2 STORY FRAME HOUSE, 45
 FW0380'FEET NORTHEAST OF AND ACROSS A DRIVEWAY FROM POWER LINE POLE
 FW0380'51 A, 26 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 FW0380'AT THE NORTHWEST EDGE OF A FIELD, 86 FEET SOUTHEAST OF AND ACROSS
 FW0380'THE TRACK FROM THE CENTER LINE OF THE SOUTHEAST LANE OF U.S.
 FW0380'HIGHWAY 13, 0.7 NORTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE
 FW0380'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 FW0380'FLUSH WITH THE LEVEL OF THE GROUND.
 FW0380
 FW0380                          STATION RECOVERY (2001)
 FW0380
 FW0380'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3223 ***********************************************************************
 GV3223  DESIGNATION -  D 88
 GV3223  PID         -  GV3223
 GV3223  STATE/COUNTY-  VA/KING AND QUEEN
 GV3223  USGS QUAD   -  MILLERS TAVERN (1985)
 GV3223
 GV3223                         *CURRENT SURVEY CONTROL
 GV3223  ___________________________________________________________________
 GV3223* NAD 83(1986)-  37 49 43.     (N)    076 57 42.     (W)     SCALED    
 GV3223* NAVD 88     -        53.363  (meters)     175.08   (feet)  ADJUSTED  
 GV3223  ___________________________________________________________________
 GV3223  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV3223  DYNAMIC HT  -          53.329 (meters)     174.96  (feet)  COMP
 GV3223  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 GV3223
 GV3223  VERT ORDER  -  SECOND    CLASS 0
 GV3223
 GV3223.The horizontal coordinates were scaled from a topographic map and have
 GV3223.an estimated accuracy of +/- 6 seconds.
 GV3223
 GV3223.The orthometric height was determined by differential leveling
 GV3223.and adjusted by the National Geodetic Survey in June 1991..
 GV3223
 GV3223.The geoid height was determined by GEOID03.
 GV3223
 GV3223.The dynamic height is computed by dividing the NAVD 88
 GV3223.geopotential number by the normal gravity value computed on the
 GV3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3223.degrees latitude (g = 980.6199 gals.).
 GV3223
 GV3223.The modeled gravity was interpolated from observed gravity values.
 GV3223
 GV3223;                    North         East    Units  Estimated Accuracy
 GV3223;SPC VA S     - 1,167,050.    3,635,420.      MT  (+/- 180 meters Scaled)
 GV3223
 GV3223                          SUPERSEDED SURVEY CONTROL
 GV3223
 GV3223  NGVD 29 (??/??/??)   53.695  (m)          176.16   (f) ADJUSTED    2 0
 GV3223
 GV3223.Superseded values are not recommended for survey control.
 GV3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3223.See file dsdata.txt to determine how the superseded data were derived.
 GV3223
 GV3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG273886(NAD 83)
 GV3223_MARKER: DB = BENCH MARK DISK
 GV3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3223_STAMPING: D 88 1935
 GV3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3223+STABILITY: SURFACE MOTION
 GV3223
 GV3223  HISTORY     - Date     Condition        Report By
 GV3223  HISTORY     - 1935     MONUMENTED       CGS
 GV3223  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV3223  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV3223  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV3223
 GV3223                          STATION DESCRIPTION
 GV3223
 GV3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV3223'10 MI SW FROM TAPPAHANNOCK.
 GV3223'ABOUT 10.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 360 FROM THE SOUTH
 GV3223'-SIDE BANK AT TAPPAHANNOCK, ABOUT 0.9 MILE WEST OF THE POST OFFICE
 GV3223'AT MILLERS TAVERN, 0.1 MILE WEST OF A COUNTRY STORE, ABOUT MIDWAY
 GV3223'BETWEEN POWER LINE POLES NO. 2347 AND 2346, 136 FEET WEST OF THE
 GV3223'CENTER OF THE SOUTH END OF A 15-INCH PIPE CULVERT, 26 FEET SOUTH OF
 GV3223'THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET NORTH OF A REFERENCE
 GV3223'POST. A DISK, SET IN THE TOP OF A CONCRETE POST.
 GV3223
 GV3223                          STATION RECOVERY (1994)
 GV3223
 GV3223'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3223'MARK NOT FOUND.
 GV3223
 GV3223                          STATION RECOVERY (2000)
 GV3223
 GV3223'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3223'MARK NOT FOUND.
 GV3223
 GV3223                          STATION RECOVERY (2004)
 GV3223
 GV3223'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1170 ***********************************************************************
 GV1170  DESIGNATION -  D 88 RESET 1969
 GV1170  PID         -  GV1170
 GV1170  STATE/COUNTY-  VA/KING AND QUEEN
 GV1170  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1170
 GV1170                         *CURRENT SURVEY CONTROL
 GV1170  ___________________________________________________________________
 GV1170* NAD 83(1986)-  37 49 43.     (N)    076 57 42.     (W)     SCALED    
 GV1170* NAVD 88     -        53.81   (+/-2cm)     176.5    (feet)  VERTCON   
 GV1170  ___________________________________________________________________
 GV1170  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV1170
 GV1170  VERT ORDER  -  THIRD (See Below)
 GV1170
 GV1170.The horizontal coordinates were scaled from a topographic map and have
 GV1170.an estimated accuracy of +/- 6 seconds.
 GV1170
 GV1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV1170.The vertical order pertains to the NGVD 29 superseded value.
 GV1170
 GV1170.The geoid height was determined by GEOID03.
 GV1170
 GV1170;                    North         East    Units  Estimated Accuracy
 GV1170;SPC VA S     - 1,167,050.    3,635,420.      MT  (+/- 180 meters Scaled)
 GV1170
 GV1170                          SUPERSEDED SURVEY CONTROL
 GV1170
 GV1170  NGVD 29 (??/??/??)   54.15   (m)          177.7    (f) RESET       3  
 GV1170
 GV1170.Superseded values are not recommended for survey control.
 GV1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1170.See file dsdata.txt to determine how the superseded data were derived.
 GV1170
 GV1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG273886(NAD 83)
 GV1170_MARKER: DB = BENCH MARK DISK
 GV1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1170_STAMPING: D 88 RESET 1969
 GV1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1170+STABILITY: SURFACE MOTION
 GV1170
 GV1170  HISTORY     - Date     Condition        Report By
 GV1170  HISTORY     - 1969     MONUMENTED       VADH
 GV1170  HISTORY     - 1987     GOOD             USPSQD
 GV1170  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV1170  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1170  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1170
 GV1170                          STATION DESCRIPTION
 GV1170
 GV1170'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969
 GV1170'0.9 MI SW FROM MILLERS TAVERN.
 GV1170'0.9 MILE WEST OF THE POST OFFICE AT MILLERS TAVERN, 0.1 MILE WEST
 GV1170'OF A COUNTRY STORE, 152 FEET WEST OF POWER LINE POLE NO WL 25,
 GV1170'121 FEET EAST OF POWER LINE POLE NO VL 85, 50 FEET SOUTH OF
 GV1170'HIGHWAY CENTER LINE STATION 905 + 71 OF THE EAST BOUND TRAFFIC
 GV1170'LANE, 85 FEET NORTHWEST OF A 6 FT BY 6 FT CONCRETE PUMPHOUSE,
 GV1170'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 GV1170'GROUND AND MARKED BY A METAL WITNESS POST.
 GV1170
 GV1170                          STATION RECOVERY (1987)
 GV1170
 GV1170'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC)
 GV1170'RECOVERED IN GOOD CONDITION.
 GV1170
 GV1170                          STATION RECOVERY (1994)
 GV1170
 GV1170'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1170'MARK NOT FOUND.
 GV1170
 GV1170                          STATION RECOVERY (2000)
 GV1170
 GV1170'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1170'MARK NOT FOUND.
 GV1170
 GV1170                          STATION RECOVERY (2004)
 GV1170
 GV1170'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0735 ***********************************************************************
 HV0735  DESIGNATION -  D 89
 HV0735  PID         -  HV0735
 HV0735  STATE/COUNTY-  VA/WESTMORELAND
 HV0735  USGS QUAD   -  MONTROSS (1981)
 HV0735
 HV0735                         *CURRENT SURVEY CONTROL
 HV0735  ___________________________________________________________________
 HV0735* NAD 83(1986)-  38 03 07.     (N)    076 46 03.     (W)     SCALED    
 HV0735* NAVD 88     -        34.743  (meters)     113.99   (feet)  ADJUSTED  
 HV0735  ___________________________________________________________________
 HV0735  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HV0735  DYNAMIC HT  -          34.721 (meters)     113.91  (feet)  COMP
 HV0735  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 HV0735
 HV0735  VERT ORDER  -  SECOND    CLASS 0
 HV0735
 HV0735.The horizontal coordinates were scaled from a topographic map and have
 HV0735.an estimated accuracy of +/- 6 seconds.
 HV0735
 HV0735.The orthometric height was determined by differential leveling
 HV0735.and adjusted by the National Geodetic Survey in June 1991..
 HV0735
 HV0735.The geoid height was determined by GEOID03.
 HV0735
 HV0735.The dynamic height is computed by dividing the NAVD 88
 HV0735.geopotential number by the normal gravity value computed on the
 HV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0735.degrees latitude (g = 980.6199 gals.).
 HV0735
 HV0735.The modeled gravity was interpolated from observed gravity values.
 HV0735
 HV0735;                    North         East    Units  Estimated Accuracy
 HV0735;SPC VA N     - 2,044,200.    3,652,050.      MT  (+/- 180 meters Scaled)
 HV0735
 HV0735                          SUPERSEDED SURVEY CONTROL
 HV0735
 HV0735  NGVD 29 (05/17/90)   34.989  (m)          114.79   (f) ADJUSTED    2 0
 HV0735
 HV0735.Superseded values are not recommended for survey control.
 HV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0735.See file dsdata.txt to determine how the superseded data were derived.
 HV0735
 HV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH449130(NAD 83)
 HV0735_MARKER: DB = BENCH MARK DISK
 HV0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV0735_SP_SET: CULVERT
 HV0735_STAMPING: D 89 1935
 HV0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV0735+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV0735
 HV0735  HISTORY     - Date     Condition        Report By
 HV0735  HISTORY     - 1935     MONUMENTED       CGS
 HV0735  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV0735  HISTORY     - 19981011 GOOD             USPSQD
 HV0735  HISTORY     - 20030318 GOOD             USPSQD
 HV0735  HISTORY     - 20051115 GOOD             USPSQD
 HV0735
 HV0735                          STATION DESCRIPTION
 HV0735
 HV0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV0735'5.7 MI SE FROM MONTROSS.
 HV0735'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COUNTY
 HV0735'COURTHOUSE AT MONTROSS, WESTMORELAND COUNTY, AT A DIP BETWEEN
 HV0735'TWO SMALL HILLS, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN
 HV0735'THE TOP OF THE SOUTHEAST HEAD WALL, 16.7 FEET
 HV0735'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 HV0735'HIGHWAY.  A STANDARD DISK, STAMPED D 89 1935.  NOTE-- NO MARK
 HV0735'AT THE WITNESS INTERSECTIONS.
 HV0735
 HV0735                          STATION RECOVERY (1998)
 HV0735
 HV0735'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0735'RECOVERED IN GOOD CONDITION.
 HV0735
 HV0735                          STATION RECOVERY (2003)
 HV0735
 HV0735'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0735'RECOVERED IN GOOD CONDITION.
 HV0735
 HV0735                          STATION RECOVERY (2005)
 HV0735
 HV0735'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3030 ***********************************************************************
 JV3030  DESIGNATION -  D 90
 JV3030  PID         -  JV3030
 JV3030  STATE/COUNTY-  VA/LOUDOUN
 JV3030  USGS QUAD   -  WATERFORD (1984)
 JV3030
 JV3030                         *CURRENT SURVEY CONTROL
 JV3030  ___________________________________________________________________
 JV3030* NAD 83(1993)-  39 08 06.71359(N)    077 35 29.38345(W)     ADJUSTED  
 JV3030* NAVD 88     -       194.750  (meters)     638.94   (feet)  ADJUSTED  
 JV3030  ___________________________________________________________________
 JV3030  X           -   1,064,515.650 (meters)                     COMP
 JV3030  Y           -  -4,838,270.452 (meters)                     COMP
 JV3030  Z           -   4,004,072.665 (meters)                     COMP
 JV3030  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 JV3030  ELLIP HEIGHT-         162.25  (meters)          (05/02/02) GPS OBS
 JV3030  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JV3030  DYNAMIC HT  -         194.642 (meters)     638.59  (feet)  COMP
 JV3030  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 JV3030
 JV3030  HORZ ORDER  -  B
 JV3030  VERT ORDER  -  SECOND    CLASS 0
 JV3030  ELLP ORDER  -  FOURTH    CLASS II
 JV3030
 JV3030.The horizontal coordinates were established by GPS observations
 JV3030.and adjusted by the National Geodetic Survey in June 1994..
 JV3030
 JV3030.The orthometric height was determined by differential leveling
 JV3030.and adjusted by the National Geodetic Survey in June 1991..
 JV3030
 JV3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV3030
 JV3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV3030
 JV3030.The ellipsoidal height was determined by GPS observations
 JV3030.and is referenced to NAD 83.
 JV3030
 JV3030.The geoid height was determined by GEOID03.
 JV3030
 JV3030.The dynamic height is computed by dividing the NAVD 88
 JV3030.geopotential number by the normal gravity value computed on the
 JV3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3030.degrees latitude (g = 980.6199 gals.).
 JV3030
 JV3030.The modeled gravity was interpolated from observed gravity values.
 JV3030
 JV3030;                    North         East     Units Scale Factor Converg.
 JV3030;SPC VA N     - 2,163,398.856 3,578,548.359   MT  0.99998914   +0 34 01.3
 JV3030;SPC VA N     - 7,097,751.08 11,740,620.74   sFT  0.99998914   +0 34 01.3
 JV3030;SPC MD       -   163,180.488   348,860.935   MT  0.99996007   -0 22 16.5
 JV3030;SPC MD       -   535,367.98  1,144,554.58   sFT  0.99996007   -0 22 16.5
 JV3030;UTM  18      - 4,334,978.195   276,009.855   MT  1.00021781   -1 38 10.7
 JV3030
 JV3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV3030!SPC VA N     -   0.99997454  x   0.99998914  =   0.99996368
 JV3030!SPC MD       -   0.99997454  x   0.99996007  =   0.99993462
 JV3030!UTM  18      -   0.99997454  x   1.00021781  =   1.00019235
 JV3030
 JV3030                          SUPERSEDED SURVEY CONTROL
 JV3030
 JV3030  ELLIP H (06/29/94)  162.27   (m)                       GP(       ) 4 1
 JV3030  NAD 83(1993)-  39 08 06.71361(N)    077 35 29.38345(W) AD(       ) B
 JV3030  ELLIP H (04/04/94)  162.27   (m)                       GP(       ) 4 1
 JV3030  NAD 83(1993)-  39 08 06.71265(N)    077 35 29.38606(W) AD(       ) 3
 JV3030  ELLIP H (01/27/92)  162.37   (m)                       GP(       ) 4 1
 JV3030  NAD 83(1986)-  39 08 06.71280(N)    077 35 29.39315(W) AD(       ) 3
 JV3030  NAD 27      -  39 08 06.33251(N)    077 35 30.42881(W) AD(       ) 3
 JV3030  NAVD 88 (04/04/94)  194.75   (m)          638.9    (f) LEVELING    3  
 JV3030  NGVD 29 (??/??/??)  194.964  (m)          639.64   (f) ADJUSTED    2 0
 JV3030
 JV3030.Superseded values are not recommended for survey control.
 JV3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3030.See file dsdata.txt to determine how the superseded data were derived.
 JV3030
 JV3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7601034978(NAD 83)
 JV3030_MARKER: DB = BENCH MARK DISK
 JV3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3030_SP_SET: CONCRETE POST
 JV3030_STAMPING: D 90 1935
 JV3030_MARK LOGO: CGS   
 JV3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3030+STABILITY: SURFACE MOTION
 JV3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3030+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1993
 JV3030
 JV3030  HISTORY     - Date     Condition        Report By
 JV3030  HISTORY     - 1935     MONUMENTED       CGS
 JV3030  HISTORY     - 1964     GOOD             CGS
 JV3030  HISTORY     - 1986     GOOD             NGS
 JV3030  HISTORY     - 19870804 GOOD
 JV3030  HISTORY     - 19930625 GOOD             NGS
 JV3030  HISTORY     - 20030515 POOR             GEOCAC
 JV3030
 JV3030                          STATION DESCRIPTION
 JV3030
 JV3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3030'2.1 MI W FROM LEESBURG.
 JV3030'2.1 MILES WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 JV3030'LEESBURG, LOUDOUN COUNTY, ON THE OLD LOCATION OF THE HIGHWAY,
 JV3030'100 YARDS NORTHWEST OF THE TOP OF A HILL, 150 FEET NORTHWEST
 JV3030'OF THE PRESENT HIGHWAY, 65 FEET SOUTHWEST OF THE FRONT ENTRANCE
 JV3030'TO THE V. WEATHERHOLTZ HOUSE, 21 FEET SOUTHWEST OF THE CENTER
 JV3030'LINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED D 90 1935
 JV3030'AND SET IN THE TOP OF A CONCRETE POST.
 JV3030
 JV3030                          STATION RECOVERY (1964)
 JV3030
 JV3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3030'RECOVERED IN GOOD CONDITION.
 JV3030
 JV3030                          STATION RECOVERY (1986)
 JV3030
 JV3030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (GRH)
 JV3030'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF LEESBURG, ABOUT
 JV3030'50 METERS NORTHEAST OF STATE HIGHWAY 7, ALONG THE OLD HIGHWAY 7 (NOW
 JV3030'PRIVATE PROPERTY), ACROSS THE OLD HIGHWAY FROM A WHITE SHINGLED HOUSE.
 JV3030'OWNERSHIP-- IBYKUS FARM.  (OWNER AND ADDRESS DELETED DUE TO PUBLIC
 JV3030'RECOGNITION OF PERSON INVOLVED.  CONTACT FRED HENDERSON, PHONE
 JV3030'703-777-9161.  WORKS IN HOUSE ACROSS ROAD FROM STATION.  (CALL IN
 JV3030'ADVANCE.  AREA IS PATROLLED BY SECURITY FORCE).
 JV3030' 
 JV3030'TO REACH FROM THE JUNCTION OF US HIGHWAY 15 AND STATE HIGHWAY 7 BYPASS
 JV3030'ON THE SOUTH SIDE OF LEESBURG, GO NORTHWEST ON HIGHWAY 7 BYPASS, THEN
 JV3030'HIGHWAY 7 FOR 4.65 KM (2.9 MI) TO A PAVED ROAD RIGHT AT TOP OF LONG
 JV3030'GRADE.  TURN RIGHT, ON ROAD F824 FOR 0.08 KM (0.05 MI) TO THE STATION
 JV3030'ON THE LEFT.
 JV3030' 
 JV3030'STATION MARK, A STANDARD CGS BENCH MARK DISK STAMPED--D 90 1935--, IS
 JV3030'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 20 CM.  IT IS 6.2
 JV3030'METERS SOUTHWEST OF THE ROAD CENTER, LEVEL WITH ROAD, 0.3 METER
 JV3030'NORTHEAST OF A METAL WITNESS POST, 22.2 METERS SOUTHEAST OF UTILITY
 JV3030'POLE AMP 25, 20.1 METERS NORTHWEST OF A UTILITY POLE, AND 20.5 METERS
 JV3030'SOUTHWEST OF THE SOUTHWEST CORNER OF FRONT PORCH TO WHITE HOUSE.
 JV3030
 JV3030                          STATION RECOVERY (1987)
 JV3030
 JV3030'RECOVERED 1987
 JV3030'RECOVERED IN GOOD CONDITION.
 JV3030
 JV3030                          STATION RECOVERY (1993)
 JV3030
 JV3030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV3030'THE STATION IS LOCATED NEAR LEESBURG ABOUT 4.75 KM (2.95 MI) NORTHEST
 JV3030'OF THE JUNCTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY 7 BYPASS, 1.93
 JV3030'KM (1.20 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 7 AND 9 AND
 JV3030'ON THE RIGHT-OF-WAY OF COUNTY ROAD F824.  OWNERSHIP--LOUDOUN COUNTY.
 JV3030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 JV3030'HIGHWAY 7 BYPASS IN LEESBURG, GO NORTHWEST ON STATE HIGHWAY 7 BYPASS
 JV3030'FOR 4.67 KM (2.90 MI) TO A PAVED ROAD RIGHT, TURN RIGHT ON COUNTY
 JV3030'ROAD F824 (FARM MARKET ROAD) AND GO 0.08 KM (0.05 MI) TO THE STATION
 JV3030'ON THE LEFT.
 JV3030'THE STATION PROJECTS 0.27 M (0.89 FT) ABOVE GROUND.  LOCATED 22.3 M
 JV3030'(73.2 FT) SOUTH-SOUTHEAST FROM A POWER LINE POLE NUMBER 809, 20.1 M
 JV3030'(65.9 FT) NORTH-NORTHWEST FROM POWER LINE POLE NUMBER 808, 6.4 M
 JV3030'(21.0 FT) WEST-SOUTHWEST FROM THE CENTER OF COUNTY ROAD F824 AND 0.3
 JV3030'M (1.0 FT) EAST OF A METAL WITNESS POST.
 JV3030
 JV3030                          STATION RECOVERY (2003)
 JV3030
 JV3030'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3030'CLARIFYING THE 1993 DESCRIPTION, AFTER EXITING RT. 7 BYPASS ONTO FARM
 JV3030'MARKET ROAD (COUNTY ROAD F824), THEN IMMEDIATELY TURN LEFT AT STONE
 JV3030''BEACON HILL' SUBDIVISION SIGN, AND GO APPROX. 250 TO STATION ON LEFT.
 JV3030' 
 JV3030' 
 JV3030'DISK AND UNDERLYING CONCRETE BASE ARE CHIPPED AND SCARRED, MOWER
 JV3030'DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3494 ***********************************************************************
 HV3494  DESIGNATION -  D 91
 HV3494  PID         -  HV3494
 HV3494  STATE/COUNTY-  VA/FAUQUIER
 HV3494  USGS QUAD   -  MIDDLEBURG (1981)
 HV3494
 HV3494                         *CURRENT SURVEY CONTROL
 HV3494  ___________________________________________________________________
 HV3494* NAD 83(1986)-  38 53 38.     (N)    077 44 57.     (W)     SCALED    
 HV3494* NAVD 88     -       156.688  (meters)     514.07   (feet)  ADJUSTED  
 HV3494  ___________________________________________________________________
 HV3494  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV3494  DYNAMIC HT  -         156.595 (meters)     513.76  (feet)  COMP
 HV3494  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 HV3494
 HV3494  VERT ORDER  -  SECOND    CLASS 0
 HV3494
 HV3494.The horizontal coordinates were scaled from a topographic map and have
 HV3494.an estimated accuracy of +/- 6 seconds.
 HV3494
 HV3494.The orthometric height was determined by differential leveling
 HV3494.and adjusted by the National Geodetic Survey in June 1991..
 HV3494
 HV3494.The geoid height was determined by GEOID03.
 HV3494
 HV3494.The dynamic height is computed by dividing the NAVD 88
 HV3494.geopotential number by the normal gravity value computed on the
 HV3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3494.degrees latitude (g = 980.6199 gals.).
 HV3494
 HV3494.The modeled gravity was interpolated from observed gravity values.
 HV3494
 HV3494;                    North         East    Units  Estimated Accuracy
 HV3494;SPC VA N     - 2,136,490.    3,565,140.      MT  (+/- 180 meters Scaled)
 HV3494
 HV3494                          SUPERSEDED SURVEY CONTROL
 HV3494
 HV3494  NGVD 29 (??/??/??)  156.898  (m)          514.76   (f) ADJUSTED    2 0
 HV3494
 HV3494.Superseded values are not recommended for survey control.
 HV3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3494.See file dsdata.txt to determine how the superseded data were derived.
 HV3494
 HV3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ615085(NAD 83)
 HV3494_MARKER: DB = BENCH MARK DISK
 HV3494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3494_SP_SET: CULVERT
 HV3494_STAMPING: D 91 1935
 HV3494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3494
 HV3494  HISTORY     - Date     Condition        Report By
 HV3494  HISTORY     - 1935     MONUMENTED       CGS
 HV3494  HISTORY     - 1941     GOOD             CGS
 HV3494
 HV3494                          STATION DESCRIPTION
 HV3494
 HV3494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3494'2.6 MI N FROM THE PLAINS.
 HV3494'ABOUT 2.6 MILES NORTH ALONG STATE RT. 626 FROM THE SOUTHERN
 HV3494'RAILWAY STATION AT THE PLAINS, FAUQUIER COUNTY, ABOUT 0.2 MILE
 HV3494'NORTHEAST OF STATE HIGHWAY 705, AT THE FOOT OF A HILL, ON A
 HV3494'CURVE, ABOUT 55 YARDS EAST OF THE W.S. HAWES MAILBOX, AT A
 HV3494'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 HV3494'WALL, 14.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 HV3494'SOUTH OF A WHITE BOARD FENCE, AND 2.9 FEET EAST OF A WHITE
 HV3494'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED D 91 1935.
 HV3494
 HV3494                          STATION RECOVERY (1941)
 HV3494
 HV3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0467 ***********************************************************************
 HW0467  DESIGNATION -  D 93
 HW0467  PID         -  HW0467
 HW0467  STATE/COUNTY-  VA/LOUISA
 HW0467  USGS QUAD   -  BOSWELLS TAVERN (1987)
 HW0467
 HW0467                         *CURRENT SURVEY CONTROL
 HW0467  ___________________________________________________________________
 HW0467* NAD 83(1986)-  38 00 48.     (N)    078 14 09.     (W)     SCALED    
 HW0467* NAVD 88     -       150.198  (meters)     492.77   (feet)  ADJUSTED  
 HW0467  ___________________________________________________________________
 HW0467  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW0467  DYNAMIC HT  -         150.096 (meters)     492.44  (feet)  COMP
 HW0467  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 HW0467
 HW0467  VERT ORDER  -  SECOND    CLASS 0
 HW0467
 HW0467.The horizontal coordinates were scaled from a topographic map and have
 HW0467.an estimated accuracy of +/- 6 seconds.
 HW0467
 HW0467.The orthometric height was determined by differential leveling
 HW0467.and adjusted by the National Geodetic Survey in June 1991..
 HW0467
 HW0467.The geoid height was determined by GEOID03.
 HW0467
 HW0467.The dynamic height is computed by dividing the NAVD 88
 HW0467.geopotential number by the normal gravity value computed on the
 HW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0467.degrees latitude (g = 980.6199 gals.).
 HW0467
 HW0467.The modeled gravity was interpolated from observed gravity values.
 HW0467
 HW0467;                    North         East    Units  Estimated Accuracy
 HW0467;SPC VA S     - 1,186,480.    3,523,200.      MT  (+/- 180 meters Scaled)
 HW0467
 HW0467                          SUPERSEDED SURVEY CONTROL
 HW0467
 HW0467  NGVD 29 (??/??/92)  150.449  (m)          493.60   (f) ADJ UNCH    2 0
 HW0467
 HW0467.Superseded values are not recommended for survey control.
 HW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0467.See file dsdata.txt to determine how the superseded data were derived.
 HW0467
 HW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC426109(NAD 83)
 HW0467_MARKER: DB = BENCH MARK DISK
 HW0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0467_STAMPING: D 93 1935
 HW0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0467+STABILITY: SURFACE MOTION
 HW0467
 HW0467  HISTORY     - Date     Condition        Report By
 HW0467  HISTORY     - 1935     MONUMENTED       CGS
 HW0467  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HW0467  HISTORY     - 20021212 POOR             USPSQD
 HW0467  HISTORY     - 20060311 POOR             USPSQD
 HW0467
 HW0467                          STATION DESCRIPTION
 HW0467
 HW0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0467'10.4 MI S FROM GORDONSVILLE.
 HW0467'IN LOUISA COUNTY, ABOUT 10.4 MILES SOUTH ALONG THE CHESAPEAKE AND
 HW0467'OHIO RAILWAY FROM THE STATION AT GORDONSVILLE, ORANGE COUNTY, 36
 HW0467'FEET NORTH OF THE CENTER OF A ROAD CROSSING, AND 36 FEET WEST OF
 HW0467'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 93 1935
 HW0467'AND SET IN THE TOP OF A CONCRETE POST.
 HW0467
 HW0467                          STATION RECOVERY (1998)
 HW0467
 HW0467'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0467'MARK NOT FOUND.
 HW0467
 HW0467                          STATION RECOVERY (2002)
 HW0467
 HW0467'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 HW0467'CONCRETE PIER HAS BEEN DISTURBED BY RAIL ROAD GRADING. WITNESS POST
 HW0467'REMAINS. RAILROAD TRACK IS GONE MARKER IS APPROXIMATELY 36 FT SW OF
 HW0467'WEST RAILROAD RIGHT OF WAY GATE POST.  MARKER APPROX POSITION 38 00
 HW0467'47.9(N) AND 78 14 08.7 (W)
 HW0467
 HW0467                          STATION RECOVERY (2006)
 HW0467
 HW0467'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HW0467'MOUMENT LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2525 ***********************************************************************
 GV2525  DESIGNATION -  D 94
 GV2525  PID         -  GV2525
 GV2525  STATE/COUNTY-  VA/LOUISA
 GV2525  USGS QUAD   -  PENDLETON (1987)
 GV2525
 GV2525                         *CURRENT SURVEY CONTROL
 GV2525  ___________________________________________________________________
 GV2525* NAD 83(1986)-  37 59 48.     (N)    077 54 03.     (W)     SCALED    
 GV2525* NAVD 88     -       144.921  (meters)     475.46   (feet)  ADJUSTED  
 GV2525  ___________________________________________________________________
 GV2525  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GV2525  DYNAMIC HT  -         144.825 (meters)     475.15  (feet)  COMP
 GV2525  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 GV2525
 GV2525  VERT ORDER  -  SECOND    CLASS 0
 GV2525
 GV2525.The horizontal coordinates were scaled from a topographic map and have
 GV2525.an estimated accuracy of +/- 6 seconds.
 GV2525
 GV2525.The orthometric height was determined by differential leveling
 GV2525.and adjusted by the National Geodetic Survey in June 1991..
 GV2525
 GV2525.The geoid height was determined by GEOID03.
 GV2525
 GV2525.The dynamic height is computed by dividing the NAVD 88
 GV2525.geopotential number by the normal gravity value computed on the
 GV2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2525.degrees latitude (g = 980.6199 gals.).
 GV2525
 GV2525.The modeled gravity was interpolated from observed gravity values.
 GV2525
 GV2525;                    North         East    Units  Estimated Accuracy
 GV2525;SPC VA S     - 1,184,760.    3,552,630.      MT  (+/- 180 meters Scaled)
 GV2525
 GV2525                          SUPERSEDED SURVEY CONTROL
 GV2525
 GV2525  NGVD 29 (??/??/??)  145.149  (m)          476.21   (f) ADJUSTED    2 0
 GV2525
 GV2525.Superseded values are not recommended for survey control.
 GV2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2525.See file dsdata.txt to determine how the superseded data were derived.
 GV2525
 GV2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH452094(NAD 83)
 GV2525_MARKER: DB = BENCH MARK DISK
 GV2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2525_STAMPING: D 94 1935
 GV2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2525+STABILITY: SURFACE MOTION
 GV2525
 GV2525  HISTORY     - Date     Condition        Report By
 GV2525  HISTORY     - 1935     MONUMENTED       CGS
 GV2525  HISTORY     - 1962     GOOD             CGS
 GV2525  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2525  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2525
 GV2525                          STATION DESCRIPTION
 GV2525
 GV2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2525'7.1 MI SE FROM LOUISA.
 GV2525'7.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV2525'THE POST OFFICE AT LOUISA, LOUISA COUNTY, ABOUT 0.2 MILE NORTHWEST
 GV2525'FROM THE STATION AT PENDLETON, AT THE NORTHWEST END OF A CUT,
 GV2525'30 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 30 FEET
 GV2525'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 4.  A STANDARD
 GV2525'DISK, STAMPED D 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV2525
 GV2525                          STATION RECOVERY (1998)
 GV2525
 GV2525'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2525'MARK NOT FOUND.
 GV2525
 GV2525                          STATION RECOVERY (2002)
 GV2525
 GV2525'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2525' 
 GV2525' 
 GV2525' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0226 ***********************************************************************
 HW0226  DESIGNATION -  D 95
 HW0226  PID         -  HW0226
 HW0226  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0226  USGS QUAD   -  THORNTON GAP (1994)
 HW0226
 HW0226                         *CURRENT SURVEY CONTROL
 HW0226  ___________________________________________________________________
 HW0226* NAD 83(1986)-  38 39 11.     (N)    078 16 12.     (W)     SCALED    
 HW0226* NAVD 88     -       294.402  (meters)     965.88   (feet)  ADJUSTED  
 HW0226  ___________________________________________________________________
 HW0226  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 HW0226  DYNAMIC HT  -         294.200 (meters)     965.22  (feet)  COMP
 HW0226  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 HW0226
 HW0226  VERT ORDER  -  SECOND    CLASS 0
 HW0226
 HW0226.The horizontal coordinates were scaled from a topographic map and have
 HW0226.an estimated accuracy of +/- 6 seconds.
 HW0226
 HW0226.The orthometric height was determined by differential leveling
 HW0226.and adjusted by the National Geodetic Survey in June 1991..
 HW0226
 HW0226.The geoid height was determined by GEOID03.
 HW0226
 HW0226.The dynamic height is computed by dividing the NAVD 88
 HW0226.geopotential number by the normal gravity value computed on the
 HW0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0226.degrees latitude (g = 980.6199 gals.).
 HW0226
 HW0226.The modeled gravity was interpolated from observed gravity values.
 HW0226
 HW0226;                    North         East    Units  Estimated Accuracy
 HW0226;SPC VA N     - 2,109,510.    3,520,020.      MT  (+/- 180 meters Scaled)
 HW0226
 HW0226                          SUPERSEDED SURVEY CONTROL
 HW0226
 HW0226  NGVD 29 (??/??/92)  294.588  (m)          966.49   (f) ADJ UNCH    2 0
 HW0226
 HW0226.Superseded values are not recommended for survey control.
 HW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0226.See file dsdata.txt to determine how the superseded data were derived.
 HW0226
 HW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC375818(NAD 83)
 HW0226_MARKER: DB = BENCH MARK DISK
 HW0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0226_STAMPING: D 95 1935
 HW0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0226+STABILITY: SURFACE MOTION
 HW0226
 HW0226  HISTORY     - Date     Condition        Report By
 HW0226  HISTORY     - 1935     MONUMENTED       CGS
 HW0226  HISTORY     - 1942     GOOD             NGS
 HW0226  HISTORY     - 1965     GOOD             NGS
 HW0226
 HW0226                          STATION DESCRIPTION
 HW0226
 HW0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0226'2.7 MI W FROM SPERRYVILLE.
 HW0226'2.7 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE
 HW0226'AT SPERRYVILLE, RAPPAHANNOCK COUNTY, ON THE OUTSIDE OF A CURVE
 HW0226'NEAR A CHURCH, ABOUT 120 FEET NORTH-NORTHWEST OF A LARGE FORKED
 HW0226'BEECH TREE, 51 FEET NORTH OF THE CENTER OF THE NORTHEAST END OF A
 HW0226'CULVERT, 43 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30
 HW0226'FEET NORTHWEST OF THE CENTERLINE OF A SIDE ROAD LEADING NORTHEAST
 HW0226'AND UPHILL, 2.5 FEET SOUTHWEST OF A RAIL FENCE, AND 1.2 FEET
 HW0226'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HW0226'STAMPED D 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0226
 HW0226                          STATION RECOVERY (1965)
 HW0226
 HW0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0756 ***********************************************************************
 HW0756  DESIGNATION -  D 96
 HW0756  PID         -  HW0756
 HW0756  STATE/COUNTY-  VA/ROCKINGHAM
 HW0756  USGS QUAD   -  HARRISONBURG (1989)
 HW0756
 HW0756                         *CURRENT SURVEY CONTROL
 HW0756  ___________________________________________________________________
 HW0756* NAD 83(1986)-  38 26 24.     (N)    078 50 54.     (W)     SCALED    
 HW0756* NAVD 88     -       418.622  (meters)    1373.43   (feet)  ADJUSTED  
 HW0756  ___________________________________________________________________
 HW0756  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0756  DYNAMIC HT  -         418.318 (meters)    1372.43  (feet)  COMP
 HW0756  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 HW0756
 HW0756  VERT ORDER  -  SECOND    CLASS 0
 HW0756
 HW0756.The horizontal coordinates were scaled from a topographic map and have
 HW0756.an estimated accuracy of +/- 6 seconds.
 HW0756
 HW0756.The orthometric height was determined by differential leveling
 HW0756.and adjusted by the National Geodetic Survey in June 1991..
 HW0756
 HW0756.The geoid height was determined by GEOID03.
 HW0756
 HW0756.The dynamic height is computed by dividing the NAVD 88
 HW0756.geopotential number by the normal gravity value computed on the
 HW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0756.degrees latitude (g = 980.6199 gals.).
 HW0756
 HW0756.The modeled gravity was interpolated from observed gravity values.
 HW0756
 HW0756;                    North         East    Units  Estimated Accuracy
 HW0756;SPC VA N     - 2,085,900.    3,469,590.      MT  (+/- 180 meters Scaled)
 HW0756
 HW0756                          SUPERSEDED SURVEY CONTROL
 HW0756
 HW0756  NGVD 29 (??/??/92)  418.758  (m)         1373.88   (f) ADJ UNCH    2 0
 HW0756
 HW0756.Superseded values are not recommended for survey control.
 HW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0756.See file dsdata.txt to determine how the superseded data were derived.
 HW0756
 HW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC877568(NAD 83)
 HW0756_MARKER: DB = BENCH MARK DISK
 HW0756_SETTING: 66 = SET IN ROCK OUTCROP
 HW0756_SP_SET: ROCK OUTCROP
 HW0756_STAMPING: D 96 1935
 HW0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0756+STABILITY: POSITION/ELEVATION WELL
 HW0756
 HW0756  HISTORY     - Date     Condition        Report By
 HW0756  HISTORY     - 1935     MONUMENTED       CGS
 HW0756  HISTORY     - 1971     MARK NOT FOUND   NGS
 HW0756  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0756  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0756
 HW0756                          STATION DESCRIPTION
 HW0756
 HW0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0756'2.5 MI E FROM HARRISONBURG.
 HW0756'2.5 MILES EAST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0756'STATION AT HARRISONBURG, ROCKINGHAM COUNTY, 0.1 MILE NORTHWEST OF
 HW0756'A ROAD CROSSING, AT THE SOUTHEAST END OF A CUT, 45 FEET SOUTHWEST
 HW0756'OF THE CENTER LINE OF U.S. HIGHWAY 33, 15 FEET SOUTHWEST OF THE
 HW0756'CENTER LINE OF THE TRACK, 9 FEET NORTHEAST OF THE RIGHT-OF-WAY
 HW0756'FENCE, AND IN THE TOP OF A ROCK OUTCROP.
 HW0756
 HW0756                          STATION RECOVERY (1971)
 HW0756
 HW0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW0756'MARK NOT FOUND.
 HW0756
 HW0756                          STATION RECOVERY (1984)
 HW0756
 HW0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0756'SEARCHED FOR NOT RECOVERED.
 HW0756
 HW0756                          STATION RECOVERY (1998)
 HW0756
 HW0756'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0976 ***********************************************************************
 GW0976  DESIGNATION -  D 97
 GW0976  PID         -  GW0976
 GW0976  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0976  USGS QUAD   -  GOSHEN (1983)
 GW0976
 GW0976                         *CURRENT SURVEY CONTROL
 GW0976  ___________________________________________________________________
 GW0976* NAD 83(1986)-  37 55 55.     (N)    079 26 31.     (W)     SCALED    
 GW0976* NAVD 88     -       369.207  (meters)    1211.31   (feet)  ADJUSTED  
 GW0976  ___________________________________________________________________
 GW0976  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW0976  DYNAMIC HT  -         368.919 (meters)    1210.36  (feet)  COMP
 GW0976  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 GW0976
 GW0976  VERT ORDER  -  SECOND    CLASS 0
 GW0976
 GW0976.The horizontal coordinates were scaled from a topographic map and have
 GW0976.an estimated accuracy of +/- 6 seconds.
 GW0976
 GW0976.The orthometric height was determined by differential leveling
 GW0976.and adjusted by the National Geodetic Survey in June 1991..
 GW0976
 GW0976.The geoid height was determined by GEOID03.
 GW0976
 GW0976.The dynamic height is computed by dividing the NAVD 88
 GW0976.geopotential number by the normal gravity value computed on the
 GW0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0976.degrees latitude (g = 980.6199 gals.).
 GW0976
 GW0976.The modeled gravity was interpolated from observed gravity values.
 GW0976
 GW0976;                    North         East    Units  Estimated Accuracy
 GW0976;SPC VA S     - 1,177,830.    3,417,190.      MT  (+/- 180 meters Scaled)
 GW0976
 GW0976                          SUPERSEDED SURVEY CONTROL
 GW0976
 GW0976  NGVD 29 (??/??/92)  369.371  (m)         1211.84   (f) ADJ UNCH    2 0
 GW0976
 GW0976.Superseded values are not recommended for survey control.
 GW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0976.See file dsdata.txt to determine how the superseded data were derived.
 GW0976
 GW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB369994(NAD 83)
 GW0976_MARKER: DB = BENCH MARK DISK
 GW0976_SETTING: 80 = SET IN A BOULDER
 GW0976_STAMPING: D 97 1935
 GW0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0976+STABILITY: SURFACE MOTION
 GW0976
 GW0976  HISTORY     - Date     Condition        Report By
 GW0976  HISTORY     - 1935     MONUMENTED       CGS
 GW0976
 GW0976                          STATION DESCRIPTION
 GW0976
 GW0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0976'2.3 MI NW FROM ROCKBRIDGE BATHS.
 GW0976'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 501 FROM THE HAYS
 GW0976'CREEK BRIDGE AT ROCKBRIDGE BATHS, ROCKBRIDGE COUNTY, ABOUT 80
 GW0976'FEET SOUTH OF A CURVE TO THE WEST, 25 FEET EAST OF THE CENTER LINE
 GW0976'OF THE HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND ABOUT 3 FEET
 GW0976'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED D 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0628 ***********************************************************************
 GW0628  DESIGNATION -  D 98
 GW0628  PID         -  GW0628
 GW0628  STATE/COUNTY-  VA/NELSON
 GW0628  USGS QUAD   -  GREENFIELD (1981)
 GW0628
 GW0628                         *CURRENT SURVEY CONTROL
 GW0628  ___________________________________________________________________
 GW0628* NAD 83(1986)-  37 53 30.     (N)    078 52 16.     (W)     SCALED    
 GW0628* NAVD 88     -       204.928  (meters)     672.33   (feet)  ADJUSTED  
 GW0628  ___________________________________________________________________
 GW0628  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW0628  DYNAMIC HT  -         204.778 (meters)     671.84  (feet)  COMP
 GW0628  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 GW0628
 GW0628  VERT ORDER  -  SECOND    CLASS 0
 GW0628
 GW0628.The horizontal coordinates were scaled from a topographic map and have
 GW0628.an estimated accuracy of +/- 6 seconds.
 GW0628
 GW0628.The orthometric height was determined by differential leveling
 GW0628.and adjusted by the National Geodetic Survey in June 1991..
 GW0628
 GW0628.The geoid height was determined by GEOID03.
 GW0628
 GW0628.The dynamic height is computed by dividing the NAVD 88
 GW0628.geopotential number by the normal gravity value computed on the
 GW0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0628.degrees latitude (g = 980.6199 gals.).
 GW0628
 GW0628.The modeled gravity was interpolated from observed gravity values.
 GW0628
 GW0628;                    North         East    Units  Estimated Accuracy
 GW0628;SPC VA S     - 1,173,010.    3,467,360.      MT  (+/- 180 meters Scaled)
 GW0628
 GW0628                          SUPERSEDED SURVEY CONTROL
 GW0628
 GW0628  NGVD 29 (??/??/92)  205.133  (m)          673.01   (f) ADJ UNCH    2 0
 GW0628
 GW0628.Superseded values are not recommended for survey control.
 GW0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0628.See file dsdata.txt to determine how the superseded data were derived.
 GW0628
 GW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB871959(NAD 83)
 GW0628_MARKER: DB = BENCH MARK DISK
 GW0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0628_STAMPING: D 98 1935
 GW0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0628+STABILITY: SURFACE MOTION
 GW0628
 GW0628  HISTORY     - Date     Condition        Report By
 GW0628  HISTORY     - 1935     MONUMENTED       CGS
 GW0628  HISTORY     - 1961     GOOD             NGS
 GW0628
 GW0628                          STATION DESCRIPTION
 GW0628
 GW0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0628'AT NELLYSFORD.
 GW0628'LOCATED ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 151 FROM THE
 GW0628'G.C. HARRIS STORE AT WINTERGREEN, ABOUT 0.2 MILE EAST OF THE
 GW0628'POST OFFICE AT NELLYSFORD, AND ON THE SOUTH SIDE OF HIGHWAY 151.
 GW0628'IT IS ABOUT 300 FEET WEST OF A TWO STORY BRICK HOUSE, ABOUT
 GW0628'300 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 151 AND
 GW0628'SECONDARY STATE HIGHWAY 634 LEADING NORTH, 33 FEET SOUTH OF THE
 GW0628'CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTER OF THE
 GW0628'DRIVE TO THE BRICK HOUSE, 14 FEET SOUTHWEST OF A FENCE CORNER,
 GW0628'10.5 FEET SOUTH OF THE FENCE LINE AND 1 FOOT EAST OF A C. AND
 GW0628'G.S. WITNESS SIGN.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GW0628'POST, STAMPED D 98 1935 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1851 ***********************************************************************
 HW1851  DESIGNATION -  D 99
 HW1851  PID         -  HW1851
 HW1851  STATE/COUNTY-  VA/HIGHLAND
 HW1851  USGS QUAD   -  MONTEREY (1976)
 HW1851
 HW1851                         *CURRENT SURVEY CONTROL
 HW1851  ___________________________________________________________________
 HW1851* NAD 83(1986)-  38 25 28.     (N)    079 35 58.     (W)     SCALED    
 HW1851* NAVD 88     -      1078.515  (meters)    3538.43   (feet)  ADJUSTED  
 HW1851  ___________________________________________________________________
 HW1851  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HW1851  DYNAMIC HT  -        1077.603 (meters)    3535.44  (feet)  COMP
 HW1851  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 HW1851
 HW1851  VERT ORDER  -  SECOND    CLASS 0
 HW1851
 HW1851.The horizontal coordinates were scaled from a topographic map and have
 HW1851.an estimated accuracy of +/- 6 seconds.
 HW1851
 HW1851.The orthometric height was determined by differential leveling
 HW1851.and adjusted by the National Geodetic Survey in June 1991..
 HW1851
 HW1851.The geoid height was determined by GEOID03.
 HW1851
 HW1851.The dynamic height is computed by dividing the NAVD 88
 HW1851.geopotential number by the normal gravity value computed on the
 HW1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1851.degrees latitude (g = 980.6199 gals.).
 HW1851
 HW1851.The modeled gravity was interpolated from observed gravity values.
 HW1851
 HW1851;                    North         East    Units  Estimated Accuracy
 HW1851;SPC VA N     - 2,084,690.    3,404,000.      MT  (+/- 180 meters Scaled)
 HW1851
 HW1851                          SUPERSEDED SURVEY CONTROL
 HW1851
 HW1851  NGVD 29 (??/??/92) 1078.562  (m)         3538.58   (f) ADJ UNCH    2 0
 HW1851
 HW1851.Superseded values are not recommended for survey control.
 HW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1851.See file dsdata.txt to determine how the superseded data were derived.
 HW1851
 HW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC222538(NAD 83)
 HW1851_MARKER: DB = BENCH MARK DISK
 HW1851_SETTING: 66 = SET IN ROCK OUTCROP
 HW1851_SP_SET: ROCK LEDGE
 HW1851_STAMPING: D 99 1935
 HW1851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1851+STABILITY: POSITION/ELEVATION WELL
 HW1851
 HW1851  HISTORY     - Date     Condition        Report By
 HW1851  HISTORY     - 1935     MONUMENTED       CGS
 HW1851  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW1851
 HW1851                          STATION DESCRIPTION
 HW1851
 HW1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1851'2.1 MI W FROM MONTEREY.
 HW1851'2.1 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE MONTEREY METHODIST
 HW1851'CHURCH AT MONTEREY, HIGHLAND COUNTY, AT THE SOUTHWEST END OF
 HW1851'A CURVE, IN THE TOP OF THE NORTHEAST END OF A ROCKY LEDGE, AND
 HW1851'3 FEET HIGHER THAN THE ROADWAY.
 HW1851
 HW1851                          STATION RECOVERY (1966)
 HW1851
 HW1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8386 ***********************************************************************
 HV8386  DESIGNATION -  D D ECC
 HV8386  PID         -  HV8386
 HV8386  STATE/COUNTY-  VA/FAIRFAX
 HV8386  USGS QUAD   -  FALLS CHURCH (1994)
 HV8386
 HV8386                         *CURRENT SURVEY CONTROL
 HV8386  ___________________________________________________________________
 HV8386* NAD 83(1993)-  38 55 55.64962(N)    077 10 47.60970(W)     ADJUSTED  
 HV8386* NAVD 88     -        90.0    (meters)     295.     (feet)  VERTCON   
 HV8386  ___________________________________________________________________
 HV8386  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 HV8386  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV8386
 HV8386  HORZ ORDER  -  SECOND
 HV8386
 HV8386.The horizontal coordinates were established by classical geodetic methods
 HV8386.and adjusted by the National Geodetic Survey in November 1994..
 HV8386
 HV8386.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8386
 HV8386.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8386
 HV8386.The geoid height was determined by GEOID03.
 HV8386
 HV8386;                    North         East     Units Scale Factor Converg.
 HV8386;SPC VA N     - 2,141,289.282 3,614,457.291   MT  0.99996342   +0 49 26.1
 HV8386;SPC VA N     - 7,025,213.25 11,858,431.96   sFT  0.99996342   +0 49 26.1
 HV8386;SPC MD       -   140,486.801   384,402.546   MT  0.99995033   -0 06 46.5
 HV8386;SPC MD       -   460,913.78  1,261,160.69   sFT  0.99995033   -0 06 46.5
 HV8386;UTM  18      - 4,311,503.800   311,049.466   MT  1.00003964   -1 22 12.9
 HV8386
 HV8386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8386!SPC VA N     -   0.99999087  x   0.99996342  =   0.99995429
 HV8386!SPC MD       -   0.99999087  x   0.99995033  =   0.99994120
 HV8386!UTM  18      -   0.99999087  x   1.00003964  =   1.00003051
 HV8386
 HV8386                          SUPERSEDED SURVEY CONTROL
 HV8386
 HV8386  NAD 83(1993)-  38 55 55.64872(N)    077 10 47.61154(W) AD(       ) 2
 HV8386  NAD 83(1986)-  38 55 55.64877(N)    077 10 47.62094(W) AD(       ) 2
 HV8386  NGVD 29 (01/12/90)   90.2    (m)          296.     (f) VERT ANG       
 HV8386
 HV8386.Superseded values are not recommended for survey control.
 HV8386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8386.See file dsdata.txt to determine how the superseded data were derived.
 HV8386
 HV8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1104911504(NAD 83)
 HV8386_MARKER: Z = SEE DESCRIPTION
 HV8386_SETTING: 0 = UNSPECIFIED SETTING
 HV8386_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8386
 HV8386  HISTORY     - Date     Condition        Report By
 HV8386  HISTORY     - 1977     MONUMENTED       VA-059
 HV8386
 HV8386                          STATION DESCRIPTION
 HV8386
 HV8386'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8386'THE STATION IS LOCATED IN THE MCLEAN AREA ALONG CHAIN BRIDGE ROAD
 HV8386'ABOUT 2.92 MILES NORTHEAST OF TYSONS CORNER, 3.45 MILES NORTH OF
 HV8386'FALLS CHURCH AND 1.7 MILES EAST OF INTERCHANGE 12, THE INTERSECTION
 HV8386'OF CAPITAL BELTWAY AND DULLES ACCESS ROAD. SEE FAIRFAX COUNTY TAX MAP
 HV8386'30-2.
 HV8386'
 HV8386'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPT. COMPANY 1,
 HV8386'AT 1440 CHAIN BRIDGE ROAD.  PROCEED 0.1 MILE TO THE STATION ON THE
 HV8386'RIGHT. IT IS IN THE GRASS STRIP NEAR THE CURB LINE, IN FRONT OF THE
 HV8386'MCLEAN SHOPPING CENTER AND BORDERING CHAIN BRIDGE ROAD.
 HV8386'
 HV8386'THE STATION IS AN IRON PIN AND YELLOW CAP STAMPED---FAIRFAX CO DPW
 HV8386'SUR--- SET IN THE GRASS STRIP LOCATED 15 FEET NW FROM THE CENTERLINE
 HV8386'OF CHAIN BRIDGE ROAD.
 HV8386'
 HV8386'REFERENCE MARK NO. 01 IS P.K. NAIL IN AN EIGHT INCH MAPLE LOCATED 16
 HV8386'FEET NW FROM CENTERLINE OF CHAIN BRIDGE ROAD.
 HV8386'
 HV8386'REFERENCE MARK NO. 2 IS A CUT NAIL IN A FIVE INCH MAPLE LOCATED 15
 HV8386'FEET NW FROM CENTERLINE OF CHAIN BRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5122 ***********************************************************************
 HV5122  DESIGNATION -  D STA AMS USE 1966
 HV5122  PID         -  HV5122
 HV5122  STATE/COUNTY-  VA/FAIRFAX
 HV5122  USGS QUAD   -  VIENNA (1994)
 HV5122
 HV5122                         *CURRENT SURVEY CONTROL
 HV5122  ___________________________________________________________________
 HV5122* NAD 83(1993)-  38 59 38.09055(N)    077 19 42.22422(W)     ADJUSTED  
 HV5122* NAVD 88     -       118.5    (meters)     389.     (feet)  VERTCON   
 HV5122  ___________________________________________________________________
 HV5122  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 HV5122  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV5122
 HV5122  HORZ ORDER  -  FIRST
 HV5122
 HV5122.The horizontal coordinates were established by classical geodetic methods
 HV5122.and adjusted by the National Geodetic Survey in November 1994..
 HV5122
 HV5122.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5122
 HV5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5122
 HV5122.The geoid height was determined by GEOID03.
 HV5122
 HV5122;                    North         East     Units Scale Factor Converg.
 HV5122;SPC VA N     - 2,147,973.265 3,601,494.760   MT  0.99996992   +0 43 52.4
 HV5122;SPC VA N     - 7,047,142.29 11,815,904.06   sFT  0.99996992   +0 43 52.4
 HV5122;UTM  18      - 4,318,680.196   298,351.194   MT  1.00010072   -1 27 56.2
 HV5122
 HV5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5122!SPC VA N     -   0.99998639  x   0.99996992  =   0.99995631
 HV5122!UTM  18      -   0.99998639  x   1.00010072  =   1.00008711
 HV5122
 HV5122                          SUPERSEDED SURVEY CONTROL
 HV5122
 HV5122  NAD 83(1993)-  38 59 38.09102(N)    077 19 42.22577(W) AD(       ) 1
 HV5122  NAD 83(1986)-  38 59 38.09036(N)    077 19 42.23577(W) AD(       ) 1
 HV5122  NAD 27      -  38 59 37.69411(N)    077 19 43.28454(W) AD(       ) 1
 HV5122  NGVD 29 (07/19/86)  118.7    (m)          389.     (f) VERT ANG       
 HV5122
 HV5122.Superseded values are not recommended for survey control.
 HV5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5122.See file dsdata.txt to determine how the superseded data were derived.
 HV5122
 HV5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9835118680(NAD 83)
 HV5122_MARKER: DD = SURVEY DISK
 HV5122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5122+STABILITY: SURFACE MOTION
 HV5122
 HV5122  HISTORY     - Date     Condition        Report By
 HV5122  HISTORY     - 1966     MONUMENTED       USE
 HV5122
 HV5122                          STATION DESCRIPTION
 HV5122
 HV5122'DESCRIBED BY US ENGINEERS 1966 (LGB)
 HV5122'THE STATION MARK IS LOCATED IN FAIRFAX COUNTY, VIRGINIA ABOUT 17.0
 HV5122'MILES NORTHWEST OF WASHINGTON, D.C. AND 3.5 MILES EAST-NORTHEAST
 HV5122'OF HERNDON, VIRGINIA.  THE STATION IS INSIDE THE BOUNDARIES OF AMS
 HV5122'SITE NO. 2, ABOUT 140 METERS NORTHEAST OF THE MAIN GATE, 15 METERS
 HV5122'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE OPERATIONS
 HV5122'BUILDING AND UNDER A 7.6 METERS TALL STEEL TOWER.
 HV5122'
 HV5122'THE STATION IS MARKED BY A CORPS OF ENGINEERS DISK, STAMPED D
 HV5122'STATION 1964, AND SET IN THE TOP OF A ROUND CONCRETE
 HV5122'MONUMENT AND PROJECTS 0.03 METER ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4565 ***********************************************************************
 HV4565  DESIGNATION -  D USE 1924
 HV4565  PID         -  HV4565
 HV4565  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4565  USGS QUAD   -  ALEXANDRIA (1994)
 HV4565
 HV4565                         *CURRENT SURVEY CONTROL
 HV4565  ___________________________________________________________________
 HV4565* NAD 83(1993)-  38 48 05.28615(N)    077 02 26.83453(W)     ADJUSTED  
 HV4565* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HV4565  ___________________________________________________________________
 HV4565  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HV4565  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV4565
 HV4565  HORZ ORDER  -  SECOND
 HV4565
 HV4565.The horizontal coordinates were established by classical geodetic methods
 HV4565.and adjusted by the National Geodetic Survey in November 1994..
 HV4565
 HV4565.The orthometric height was scaled from a topographic map.
 HV4565
 HV4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4565
 HV4565.The geoid height was determined by GEOID03.
 HV4565
 HV4565;                    North         East     Units Scale Factor Converg.
 HV4565;SPC VA N     - 2,126,969.727 3,626,747.601   MT  0.99995352   +0 54 38.6
 HV4565;SPC VA N     - 6,978,233.18 11,898,754.42   sFT  0.99995352   +0 54 38.6
 HV4565;SPC MD       -   125,968.384   396,457.059   MT  0.99995069   -0 01 32.2
 HV4565;SPC MD       -   413,281.27  1,300,709.53   sFT  0.99995069   -0 01 32.2
 HV4565;UTM  18      - 4,296,723.836   322,783.737   MT  0.99998674   -1 16 44.9
 HV4565
 HV4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4565!SPC VA N     -   1.00000431  x   0.99995352  =   0.99995783
 HV4565!SPC MD       -   1.00000431  x   0.99995069  =   0.99995500
 HV4565!UTM  18      -   1.00000431  x   0.99998674  =   0.99999105
 HV4565
 HV4565                          SUPERSEDED SURVEY CONTROL
 HV4565
 HV4565  NAD 83(1993)-  38 48 05.28446(N)    077 02 26.83596(W) AD(       ) 2
 HV4565  NAD 83(1986)-  38 48 05.28454(N)    077 02 26.84721(W) AD(       ) 2
 HV4565  NAD 27      -  38 48 04.87100(N)    077 02 27.92300(W) AD(       ) 2
 HV4565
 HV4565.Superseded values are not recommended for survey control.
 HV4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4565.See file dsdata.txt to determine how the superseded data were derived.
 HV4565
 HV4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2278496724(NAD 83)
 HV4565
 HV4565  HISTORY     - Date     Condition        Report By
 HV4565  HISTORY     - 1924     MONUMENTED       USE
 HV4565  HISTORY     - 1946     MARK NOT FOUND   CGS
 HV4565  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4565
 HV4565                          STATION DESCRIPTION
 HV4565
 HV4565'DESCRIBED BY US ENGINEERS 1924 (EWE)
 HV4565'LOCATED IN ALEXANDRIA ON THE E CURB OF UNION STRET, BETWEEN
 HV4565'WOLFE AND DUKE STREETS, 9.8 METERS N OF THE TEXAS PETROLEUM
 HV4565'COMPANYS PLANT, 11.4 METERS S OF S WALL OF BRICK HOUSE AND 5.23
 HV4565'METERS E OF THE RAIL ALONG WHICH THE TRAVERSE WAS MEASURED,
 HV4565'WHICH IS THE THIRD RAIL FROM THE CURB.
 HV4565'
 HV4565'A REFERENCE MARK IS LOCATED ON THE OPPOSITE SIDE OF THE STREET
 HV4565'CONSISTING OF A DRILL HOLE IN A BOULDER AND DISTANCE 15.175
 HV4565'METERS.
 HV4565
 HV4565                          STATION RECOVERY (1946)
 HV4565
 HV4565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4565'STATION APPEARS TO BE LOST DUE TO NEW CONSTRUCTION IN AREA.
 HV4565
 HV4565                          STATION RECOVERY (1996)
 HV4565
 HV4565'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0527 ***********************************************************************
 GX0527  DESIGNATION -  D X 25
 GX0527  PID         -  GX0527
 GX0527  STATE/COUNTY-  VA/MONTGOMERY
 GX0527  USGS QUAD   -  RADFORD NORTH (1984)
 GX0527
 GX0527                         *CURRENT SURVEY CONTROL
 GX0527  ___________________________________________________________________
 GX0527* NAD 83(1986)-  37 09 11.     (N)    080 31 01.     (W)     SCALED    
 GX0527* NAVD 88     -       530.658  (meters)    1741.00   (feet)  ADJUSTED  
 GX0527  ___________________________________________________________________
 GX0527  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GX0527  DYNAMIC HT  -         530.182 (meters)    1739.44  (feet)  COMP
 GX0527  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 GX0527
 GX0527  VERT ORDER  -  FIRST     CLASS II
 GX0527
 GX0527.The horizontal coordinates were scaled from a topographic map and have
 GX0527.an estimated accuracy of +/- 6 seconds.
 GX0527
 GX0527.The orthometric height was determined by differential leveling
 GX0527.and adjusted by the National Geodetic Survey in June 1991..
 GX0527
 GX0527.The geoid height was determined by GEOID03.
 GX0527
 GX0527.The dynamic height is computed by dividing the NAVD 88
 GX0527.geopotential number by the normal gravity value computed on the
 GX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0527.degrees latitude (g = 980.6199 gals.).
 GX0527
 GX0527.The modeled gravity was interpolated from observed gravity values.
 GX0527
 GX0527;                    North         East    Units  Estimated Accuracy
 GX0527;SPC VA S     - 1,092,880.    3,320,850.      MT  (+/- 180 meters Scaled)
 GX0527
 GX0527                          SUPERSEDED SURVEY CONTROL
 GX0527
 GX0527  NGVD 29 (??/??/92)  530.775  (m)         1741.38   (f) ADJ UNCH    1 2
 GX0527
 GX0527.Superseded values are not recommended for survey control.
 GX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0527.See file dsdata.txt to determine how the superseded data were derived.
 GX0527
 GX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB428119(NAD 83)
 GX0527_MARKER: DB = BENCH MARK DISK
 GX0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0527_STAMPING: 1741.525 D X 25 1931
 GX0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0527+STABILITY: SURFACE MOTION
 GX0527
 GX0527  HISTORY     - Date     Condition        Report By
 GX0527  HISTORY     - 1931     MONUMENTED       CGS
 GX0527  HISTORY     - 1935     GOOD             NGS
 GX0527
 GX0527                          STATION DESCRIPTION
 GX0527
 GX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GX0527'AT WALTON.
 GX0527'AT WALTON, MONTGOMERY COUNTY, 0.2 MILE WEST OF THE NORFOLK AND
 GX0527'WESTERN RAILWAY STATION, 95 FEET NORTHEAST OF THE FIRST CROSSING
 GX0527'WEST OF THE STATION, AND 21.6 FEET NORTHWEST OF THE NORTHWEST
 GX0527'RAIL.  A STANDARD DISK, STAMPED 1741.525 D X 25 1931 AND SET IN
 GX0527'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5337 ***********************************************************************
 HV5337  DESIGNATION -  DAHLGREN PROVING GROUND S TANK
 HV5337  PID         -  HV5337
 HV5337  STATE/COUNTY-  VA/KING GEORGE
 HV5337  USGS QUAD   -  DAHLGREN (1983)
 HV5337
 HV5337                         *CURRENT SURVEY CONTROL
 HV5337  ___________________________________________________________________
 HV5337* NAD 83(1993)-  38 19 15.74622(N)    077 02 10.41332(W)     ADJUSTED  
 HV5337* NAVD 88     -                                                        
 HV5337  ___________________________________________________________________
 HV5337  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 HV5337  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HV5337
 HV5337  HORZ ORDER  -  THIRD
 HV5337
 HV5337.The horizontal coordinates were established by classical geodetic methods
 HV5337.and adjusted by the National Geodetic Survey in November 1994..
 HV5337
 HV5337
 HV5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5337
 HV5337.The geoid height was determined by GEOID03.
 HV5337
 HV5337;                    North         East     Units Scale Factor Converg.
 HV5337;SPC VA N     - 2,073,654.480 3,627,994.047   MT  0.99996169   +0 54 48.8
 HV5337;SPC VA N     - 6,803,314.74 11,902,843.80   sFT  0.99996169   +0 54 48.8
 HV5337;SPC MD       -    72,639.037   396,832.121   MT  0.99999641   -0 01 21.9
 HV5337;SPC MD       -   238,316.57  1,301,940.05   sFT  0.99999641   -0 01 21.9
 HV5337;UTM  18      - 4,243,397.849   321,998.235   MT  0.99999022   -1 15 46.5
 HV5337
 HV5337                          SUPERSEDED SURVEY CONTROL
 HV5337
 HV5337  NAD 83(1993)-  38 19 15.74717(N)    077 02 10.41914(W) AD(       ) 4
 HV5337  NAD 83(1986)-  38 19 15.74637(N)    077 02 10.42853(W) AD(       ) 4
 HV5337  NAD 27      -  38 19 15.28800(N)    077 02 11.51800(W) AD(       ) 3
 HV5337
 HV5337.Superseded values are not recommended for survey control.
 HV5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5337.See file dsdata.txt to determine how the superseded data were derived.
 HV5337
 HV5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2199843398(NAD 83)
 HV5337_MARKER: 51 = TANK
 HV5337
 HV5337  HISTORY     - Date     Condition        Report By
 HV5337  HISTORY     - 1934     FIRST OBSERVED   CGS
 HV5337  HISTORY     - 1944     GOOD             CGS
 HV5337  HISTORY     - 1954     GOOD             CGS
 HV5337  HISTORY     - 1958     GOOD             CGS
 HV5337  HISTORY     - 19930223 GOOD             USPSQD
 HV5337  HISTORY     - 19981210 GOOD             USPSQD
 HV5337  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5337
 HV5337                          STATION DESCRIPTION
 HV5337
 HV5337'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (TBR)
 HV5337'RECOVERED IN GOOD CONDITION.  THIS IS THE FLAT TOPPED TANK
 HV5337'LOCATED ABOUT 200 YARDS NORTH OF THE DOCK AREA AND IN BACK OF
 HV5337'THE ADMINISTRATION BUILDING.
 HV5337
 HV5337                          STATION RECOVERY (1954)
 HV5337
 HV5337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5337'THE STATION IS LOCATED WITHIN THE DAHLGREN PROVING GROUND AND
 HV5337'NEAR THE SOUTHERN EXTREMITY OF THE MAIN NAVY PROVING GROUND
 HV5337'AREA.  IT IS ABOUT 200 YARDS NORTH OF THE WATERS EDGE OF
 HV5337'MACHADOC CREEK WHERE IT ENTERS THE POTOMAC RIVER.
 HV5337'
 HV5337'IT IS A STEEL STRUCTURE, FOUR LEGGED, PAINTED ORANGE AND WHITE
 HV5337'AND HAS A RED FLASHING LIGHT ON TOP.
 HV5337'
 HV5337'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT.
 HV5337'
 HV5337'TO REACH FROM THE JUNCTION OF HOLDEN, DAHLGREN AND TISDALE
 HV5337'ROADS WITHIN THE RESERVATION, GO SOUTHERLY ON TISDALE ROAD FOR
 HV5337'ABOUT 0.8 MILE TO THE STATION.
 HV5337
 HV5337                          STATION RECOVERY (1958)
 HV5337
 HV5337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5337'THIS STATION WAS RECOVERED AS DESCRIBED.
 HV5337
 HV5337                          STATION RECOVERY (1993)
 HV5337
 HV5337'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5337'RECOVERED IN GOOD CONDITION.
 HV5337
 HV5337                          STATION RECOVERY (1998)
 HV5337
 HV5337'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5337'RECOVERED IN GOOD CONDITION.
 HV5337
 HV5337                          STATION RECOVERY (2003)
 HV5337
 HV5337'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5337'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5338 ***********************************************************************
 HV5338  DESIGNATION -  DAHLGREN STEEL TOWER
 HV5338  PID         -  HV5338
 HV5338  STATE/COUNTY-  VA/KING GEORGE
 HV5338  USGS QUAD   -  DAHLGREN (1983)
 HV5338
 HV5338                         *CURRENT SURVEY CONTROL
 HV5338  ___________________________________________________________________
 HV5338* NAD 83(1993)-  38 19 37.00933(N)    077 01 31.77972(W)     ADJUSTED  
 HV5338* NAVD 88     -                                                        
 HV5338  ___________________________________________________________________
 HV5338  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 HV5338  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV5338
 HV5338  HORZ ORDER  -  THIRD
 HV5338
 HV5338.The horizontal coordinates were established by classical geodetic methods
 HV5338.and adjusted by the National Geodetic Survey in November 1994..
 HV5338
 HV5338
 HV5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5338
 HV5338.The geoid height was determined by GEOID03.
 HV5338
 HV5338;                    North         East     Units Scale Factor Converg.
 HV5338;SPC VA N     - 2,074,325.016 3,628,921.817   MT  0.99996117   +0 55 13.0
 HV5338;SPC VA N     - 6,805,514.66 11,905,887.66   sFT  0.99996117   +0 55 13.0
 HV5338;SPC MD       -    73,294.345   397,770.755   MT  0.99999542   -0 00 57.6
 HV5338;SPC MD       -   240,466.53  1,305,019.55   sFT  0.99999542   -0 00 57.6
 HV5338;UTM  18      - 4,244,032.681   322,950.827   MT  0.99998605   -1 15 23.2
 HV5338
 HV5338                          SUPERSEDED SURVEY CONTROL
 HV5338
 HV5338  NAD 83(1993)-  38 19 37.00988(N)    077 01 31.78459(W) AD(       ) 4
 HV5338  NAD 83(1986)-  38 19 37.00957(N)    077 01 31.79423(W) AD(       ) 4
 HV5338  NAD 27      -  38 19 36.55000(N)    077 01 32.88000(W) AD(       ) 3
 HV5338
 HV5338.Superseded values are not recommended for survey control.
 HV5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5338.See file dsdata.txt to determine how the superseded data were derived.
 HV5338
 HV5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2295144033(NAD 83)
 HV5338_MARKER: 55 = TOWER
 HV5338
 HV5338  HISTORY     - Date     Condition        Report By
 HV5338  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5338  HISTORY     - 1944     GOOD             CGS
 HV5338  HISTORY     - 19981210 GOOD             USPSQD
 HV5338  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5338
 HV5338                          STATION DESCRIPTION
 HV5338
 HV5338'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GCM)
 HV5338'STATION IS THE NW TALL STEEL TOWER AT THE PLATE BATTERY IN THE
 HV5338'NAVAL PROVING GROUNDS AT DAHLGREN.
 HV5338
 HV5338                          STATION RECOVERY (1944)
 HV5338
 HV5338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (TBR)
 HV5338'RECOVERED IN GOOD CONDITION.  THE STATION IS THE NORTHEAST, NOT
 HV5338'NORTHWEST, OF A ROW OF THREE TALL, STEEL RADIO TOWERS.  TO THE
 HV5338'NORTHWEST OF THIS ROW ARE TWO LOW TOWERS AND TO THE SOUTHEAST
 HV5338'ARE THREE MEDIUM HEIGHT TOWERS.
 HV5338
 HV5338                          STATION RECOVERY (1998)
 HV5338
 HV5338'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5338'RECOVERED IN GOOD CONDITION.
 HV5338
 HV5338                          STATION RECOVERY (2003)
 HV5338
 HV5338'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5338'THGEY ADVISE ALL THREE LARGE TOWERS WERE TAKEN DOWN BECAUSE THE
 HV5338'CONTAINED LEAD PAINT
 HV5338'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5595 ***********************************************************************
 HV5595  DESIGNATION -  DAKOTA ERDL
 HV5595  PID         -  HV5595
 HV5595  STATE/COUNTY-  VA/FAUQUIER
 HV5595  USGS QUAD   -  WARRENTON (1978)
 HV5595
 HV5595                         *CURRENT SURVEY CONTROL
 HV5595  ___________________________________________________________________
 HV5595* NAD 83(1993)-  38 42 15.92681(N)    077 48 32.71483(W)     ADJUSTED  
 HV5595* NAVD 88     -       206.2    (meters)     677.     (feet)  VERTCON   
 HV5595  ___________________________________________________________________
 HV5595  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 HV5595  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV5595
 HV5595  HORZ ORDER  -  THIRD
 HV5595
 HV5595.The horizontal coordinates were established by classical geodetic methods
 HV5595.and adjusted by the National Geodetic Survey in November 1994..
 HV5595
 HV5595.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5595
 HV5595.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5595
 HV5595.The geoid height was determined by GEOID03.
 HV5595
 HV5595;                    North         East     Units Scale Factor Converg.
 HV5595;SPC VA N     - 2,115,416.084 3,560,095.883   MT  0.99994953   +0 25 52.4
 HV5595;SPC VA N     - 6,940,327.60 11,680,081.24   sFT  0.99994953   +0 25 52.4
 HV5595;UTM  18      - 4,287,723.105   255,725.868   MT  1.00033486   -1 45 26.6
 HV5595
 HV5595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5595!SPC VA N     -   0.99997270  x   0.99994953  =   0.99992223
 HV5595!UTM  18      -   0.99997270  x   1.00033486  =   1.00030755
 HV5595
 HV5595:                Primary Azimuth Mark                     Grid Az
 HV5595:SPC VA N     -  WARRENTON MUNICIPAL TANK                 053 52 28.1
 HV5595:UTM  18      -  WARRENTON MUNICIPAL TANK                 056 03 47.1
 HV5595
 HV5595|---------------------------------------------------------------------|
 HV5595| PID    Reference Object                     Distance      Geod. Az  |
 HV5595|                                                           dddmmss.s |
 HV5595| HV5603 WARRENTON MUNICIPAL TANK            APPROX. 1.7 KM 0541820.5 |
 HV5595| DE4964 DAKOTA ERDL RM 1                     77.291 METERS 20401     |
 HV5595|---------------------------------------------------------------------|
 HV5595
 HV5595                          SUPERSEDED SURVEY CONTROL
 HV5595
 HV5595  NAD 83(1986)-  38 42 15.92523(N)    077 48 32.72245(W) AD(       ) 3
 HV5595  NAD 27      -  38 42 15.49650(N)    077 48 33.74670(W) AD(       ) 3
 HV5595  NGVD 29 (07/19/86)  206.4    (m)          677.     (f) VERT ANG       
 HV5595
 HV5595.Superseded values are not recommended for survey control.
 HV5595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5595.See file dsdata.txt to determine how the superseded data were derived.
 HV5595
 HV5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5572687723(NAD 83)
 HV5595_MARKER: DS = TRIANGULATION STATION DISK
 HV5595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5595
 HV5595  HISTORY     - Date     Condition        Report By
 HV5595  HISTORY     - 1959     MONUMENTED       CGS
 HV5595  HISTORY     - 1969     GOOD             USA
 HV5595
 HV5595                          STATION DESCRIPTION
 HV5595
 HV5595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HV5595'STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF THE WARRENTON
 HV5595'COURTHOUSE, ON TOP OF A BARE HILL IN PASTURE LAND ON THE PROPERTY
 HV5595'OWNED BY MR. L.M. HAMILTON.  THE STATION IS MARKED BY A
 HV5595'STANDARD TRIANGULATION STATION DISK SET IN A 12 X 12 INCH
 HV5595'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE
 HV5595'GROUND, AND THE DISK IS STAMPED DAKOTA ERDL 1959.
 HV5595'
 HV5595'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 15 AND COUNTY
 HV5595'ROAD NO. 802, (WARRENTON BY-PASS) GO SOUTHWEST ON COUNTY ROAD
 HV5595'NO. 802 FOR 0.65 MILE TO A WOODEN GATE IN A BOARD FENCE, TURN
 HV5595'SHARP RIGHT PASSING THROUGH GATE AND GO NORTH UPHILL FOR
 HV5595'0.2 MILE TO STATION.
 HV5595'
 HV5595'REFERENCE MARK NO. 1 IS 1-1/2 FOOT NORTH OF FENCELINE.  THE
 HV5595'MARK IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN
 HV5595'A 12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 HV5595'THE GROUND AND THE DISK IS STAMPED DAKOTA ERDL NO 1 1959.
 HV5595'
 HV5595'NO AZIMUTH MARK WAS SET, WARRENTON MUNICIPAL TANK
 HV5595'MAY BE USED.
 HV5595'
 HV5595'A DISTANCE MEASURMENT WAS MADE FROM THIS STATION TO TRIANGULATION
 HV5595'STATION WARRENTON 1942 BY THE GEODIMETER NO. 4 AND THE DISTANCE
 HV5595'IS 263.40 FEET OR 80.285 METERS.
 HV5595
 HV5595                          STATION RECOVERY (1969)
 HV5595
 HV5595'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5595'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0955 ***********************************************************************
 FW0955  DESIGNATION -  DALBY
 FW0955  PID         -  FW0955
 FW0955  STATE/COUNTY-  VA/NORTHAMPTON
 FW0955  USGS QUAD   -  TOWNSEND (1989)
 FW0955
 FW0955                         *CURRENT SURVEY CONTROL
 FW0955  ___________________________________________________________________
 FW0955* NAD 83(1993)-  37 12 54.94905(N)    075 56 15.03608(W)     ADJUSTED  
 FW0955* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0955  ___________________________________________________________________
 FW0955  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FW0955  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FW0955
 FW0955  HORZ ORDER  -  SECOND
 FW0955
 FW0955.The horizontal coordinates were established by classical geodetic methods
 FW0955.and adjusted by the National Geodetic Survey in September 1995..
 FW0955
 FW0955.The orthometric height was scaled from a topographic map.
 FW0955
 FW0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0955
 FW0955.The geoid height was determined by GEOID03.
 FW0955
 FW0955;                    North         East     Units Scale Factor Converg.
 FW0955;SPC VA S     - 1,100,958.210 3,727,407.359   MT  0.99994891   +1 33 18.9
 FW0955;SPC VA S     - 3,612,060.39 12,229,002.31   sFT  0.99994891   +1 33 18.9
 FW0955;UTM  18      - 4,119,164.313   416,818.781   MT  0.99968523   -0 34 01.4
 FW0955
 FW0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0955!SPC VA S     -   1.00000571  x   0.99994891  =   0.99995462
 FW0955!UTM  18      -   1.00000571  x   0.99968523  =   0.99969093
 FW0955
 FW0955|---------------------------------------------------------------------|
 FW0955| PID    Reference Object                     Distance      Geod. Az  |
 FW0955|                                                           dddmmss.s |
 FW0955| DC7197 DALBY RM 2                           13.300 METERS 00943     |
 FW0955| FW0961 MAGOTHY CHANNEL DAY BEACON 3        APPROX. 3.8 KM 1513747.0 |
 FW0955| FW0921 CAPE CHARLES LIGHTHOUSE OLD         APPROX.11.3 KM 1585340.8 |
 FW0955| FW0939 CAPE CHARLES NEW LH 1887            APPROX.10.6 KM 1645600.8 |
 FW0955| DC7196 DALBY RM 1                           10.520 METERS 22906     |
 FW0955|---------------------------------------------------------------------|
 FW0955
 FW0955                          SUPERSEDED SURVEY CONTROL
 FW0955
 FW0955  NAD 83(1993)-  37 12 54.94960(N)    075 56 15.01007(W) AD(       ) 2
 FW0955  NAD 83(1986)-  37 12 54.95150(N)    075 56 15.07374(W) AD(       ) 2
 FW0955  NAD 27      -  37 12 54.44780(N)    075 56 16.31940(W) AD(       ) 2
 FW0955
 FW0955.Superseded values are not recommended for survey control.
 FW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0955.See file dsdata.txt to determine how the superseded data were derived.
 FW0955
 FW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1681919164(NAD 83)
 FW0955_MARKER: Z = SEE DESCRIPTION
 FW0955_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0955_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0955
 FW0955  HISTORY     - Date     Condition        Report By
 FW0955  HISTORY     - 1887     MONUMENTED       CGS
 FW0955  HISTORY     - 1910     SEE DESCRIPTION  CGS
 FW0955  HISTORY     - 1933     GOOD             CGS
 FW0955  HISTORY     - 1934     GOOD             CGS
 FW0955  HISTORY     - 1942     GOOD             CGS
 FW0955  HISTORY     - 1954     GOOD             CGS
 FW0955  HISTORY     - 1959     GOOD             CGS
 FW0955  HISTORY     - 1959     GOOD             CGS
 FW0955  HISTORY     - 1960     GOOD             CGS
 FW0955  HISTORY     - 1962     GOOD             CGS
 FW0955
 FW0955                          STATION DESCRIPTION
 FW0955
 FW0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (RAM)
 FW0955'THIS STATION IS LOCATED E OF MR. JOSEPH DALBYS HOUSE AND TO THE
 FW0955'RIGHT OF THE ROAD LEADING TO THE LANDING OF THE SAME NAME.
 FW0955'THE STATION IS LOCATED IN THE FLAT GRASSY STRETCH OF GROUND,
 FW0955'ABOUT 200 METERS E OF MR. DALBYS FENCE.
 FW0955'
 FW0955'THE STATION IS MARKED WITH A BLOCK OF PINE WOOD 14 INCHES IN
 FW0955'DIAMETER, AND SET FLUSH WITH THE GROUND.
 FW0955'
 FW0955'THREE PINE STUBS IN ADDITION TO THE BLAZED TREES WILL SERVE
 FW0955'TO IDENTIFY THE POINT.
 FW0955'
 FW0955'SIGNAL IS 33 FEET, TRIPOD.
 FW0955
 FW0955                          STATION RECOVERY (1910)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW0955'THIS STATION WAS RELOCATED BY ASST. FORNEY, NOVEMBER 1, 1910.
 FW0955'THE 3 PINE STUBS AND THE 14-INCH BLOCK OF WOOD THAT MARK THE
 FW0955'STATION WERE FOUND EXACTLY AS DESCRIBED BY ASST. MARR, THE
 FW0955'PINE BLOCK, HOWEVER, BEING ABOUT 4 INCHES SMALLER DUE TO ROTTING
 FW0955'NEAR THE SURFACE OF THE GROUND.  THE POINT CHECKED IN WITH ONE
 FW0955'PINE TREE USED AS A REFERENCE MARK PERFECTLY, BUT TO THE
 FW0955'OTHER PINE TREE MENTIONED THE DISTANCE WAS 715-1/2 FEET INSTEAD
 FW0955'OF 615-1/2 FEET NOTED BY MR. MARR.  THE DISTANCE TO A WILD
 FW0955'CHERRY TREE, SUPPOSED TO HAVE BEEN THE ONE REFERRED TO BY MR.
 FW0955'MARR, WAS 365 FEET INSTEAD OF 265 FEET AS NOTED BY HIM.  AS
 FW0955'THE DISCREPANCY IS AN EVEN HUNDRED FEET IN EACH CASE IT IS
 FW0955'PROBABLY DUE TO A CLERICAL ERROR IN TRANSFERRING THE DATA IN
 FW0955'THE OFFICE.  THE ANGLES GIVEN TO THE REFERENCE MARKS CHECKED
 FW0955'PERFECTLY.
 FW0955'
 FW0955'SIGNAL IS BEST REACHED BY MEANS OF THE FIRST LARGE CREEK ON THE
 FW0955'PORT HAND OF THE THOROUGHFARE AFTER ENTERING FROM MAGOTHY BAY.
 FW0955'NEAR THE HEAD OF THIS CREEK IS A DOCK BELONGING TO A MR. DALBY,
 FW0955'WHICH BEARS S 53 DEG E FROM THE SIGNAL ABOUT 120 METERS DISTANT.
 FW0955'ON HIGH WATER THIS CREEK CAN BE NAVIGATED BY A SMALL LAUNCH,
 FW0955'BUT AT LOW WATER BY A SKIFF ONLY.
 FW0955'
 FW0955'THE STATION IS LOCATED ON A HIGH MARSH AND IS ABOUT 120
 FW0955'METERS E OF A FENCE RUNNING N AND S IN FRONT OF THE DALBY HOUSE.
 FW0955'
 FW0955'A NEW SIGNAL WAS ERECTED OVER THE OLD POINT OF THE SAME STYLE AS
 FW0955'THAT USED AT HAULOVER STATION, HEIGHT OF SIGNAL 33 FEET.
 FW0955'
 FW0955'POINT OF WOODS BEARS N 12 DEG E.
 FW0955'
 FW0955'STATION WAS MARKED BY A 4-INCH DRAIN TILE SET IN CEMENT,
 FW0955'FLANGE END DOWN.  TILE IS 2 FEET LONG AND TOP END IS FLUSH WITH
 FW0955'SURFACE OF THE GROUND.  IN THE CENTER OF THE TILE THE USUAL
 FW0955'BRASS STATION MARK WAS SET IN CEMENT.  SUBSURFACE MARK CONSISTS
 FW0955'OF A QUART BOTTLE CENTERED 2-1/2 FEET BELOW THE SURFACE AND
 FW0955'SET IN CEMENT.
 FW0955'
 FW0955'REFERENCE MARKS CONSIST OF A 2-INCH DRAIN TILE SET IN CEMENT,
 FW0955'FLANGE END DOWN, TOP FLUSH WITH SURFACE OF GROUND.  IN THE
 FW0955'CENTER OF THIS WAS SET IN CEMENT, A 40-PENNY NAIL, POINT DOWN,
 FW0955'HEAD FLUSH WITH THE SURFACE, TO WHICH MEASUREMENTS WERE MADE.
 FW0955'
 FW0955'REFERENCE MARK NO. 1 BEARS S 54 DEG W DISTANT 10.55 METERS.
 FW0955'
 FW0955'REFERENCE MARK NO. 2 BEARS N 14 DEG E DISTANT 13.30 METERS.
 FW0955'
 FW0955'THREE PINE STUBS AROUND STATION MARK, USED TO SUPPORT THEODOLITE,
 FW0955'WERE LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.
 FW0955
 FW0955                          STATION RECOVERY (1933)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0955'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 FW0955
 FW0955                          STATION RECOVERY (1934)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0955'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 FW0955'REFERENCE MARK NO. 2 HAS EVIDENTLY BEEN DESTROYED.
 FW0955'
 FW0955'LOCATED ON DALBYS FARM NEAR CAPEVILLE, ON POINT OF MARSH 35
 FW0955'METERS N OF A FENCE RUNNING E AND W, AND 26 METERS E OF A FENCE
 FW0955'RUNNING N AND S.  STATION IS BEST REACHED BY LAND, WALKING
 FW0955'THROUGH A STRETCH OF WOODS RUNNING E ALONGSIDE DALBYS FARM.
 FW0955'
 FW0955'STATION MARK IS MARKED,, BY A STANDARD
 FW0955'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE, ABOUT 6
 FW0955'INCHES BELOW THE GROUND SURFACE.  SUBSURFACE MARK CONSISTS OF
 FW0955'A QUART BOTTLE CENTERED 2-1/2 FEET BELOW THE SURFACE AND SET
 FW0955'IN CEMENT.
 FW0955'
 FW0955'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 FW0955'IN THE TOP OF A TILE.
 FW0955
 FW0955                          STATION RECOVERY (1942)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0955'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW0955'DESCRIPTION IN THE U.S.C. AND G.S. PUBLICATION DESCRIPTIONS OF
 FW0955'TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO CAPE
 FW0955'CHARLES, VIRGINIA--
 FW0955'
 FW0955'(1) IT IS THE FORMER HOME OF MR. DALBY.  MR. WYATT NOW LIVES
 FW0955'HERE AND THE LAND IS OWNED BY FRANK PARSONS, JR.
 FW0955'
 FW0955'(2) THE SMALL DOCK REFERRED TO IS GONE.
 FW0955'
 FW0955'(3) 35.4 METERS N OF THE E-W FENCE, NOT 35 METERS.
 FW0955'
 FW0955'(4) THE N-S FENCE REFERRED TO IS GONE.  A PORTION OF IT IS
 FW0955'VISIBLE FARTHER N.
 FW0955'
 FW0955'(5) THE REFERENCE MARK IS A SPIKE SET IN A CEMENT-FILLED DRAIN
 FW0955'PIPE, NOT A BRONZE DISK.
 FW0955'
 FW0955'THIS STATION IS LOCATED NEAR CAPEVILLE ON MR. FRANK PARSONS
 FW0955'FARM, ON THE E EDGE OF A HIGH MARSH AND IS SURROUNDED BY LOW
 FW0955'BRUSH, 35.4 METERS N OF THE FENCE LINE AND 15.7 METERS W OF
 FW0955'THE DEBRIS THROWN UP BY STORM WATER.  THE STATION IS A BRONZE
 FW0955'DISK TRIANGULATION STATION MARK, NOT STAMPED, SET FLUSH IN THE
 FW0955'TOP OF A CONCRETE-FILLED DRAIN TILE, FLANGE END DOWN, WHICH IS 4
 FW0955'INCHES BELOW THE GROUND.  THE STATION IS IN GOOD CONDITION.
 FW0955'
 FW0955'REFERENCE MARK NO. 1 IS LOCATED 10.53 METERS SW OF THE STATION.
 FW0955'THE MARK IS A SPIKE, POINT DOWN, SET FLUSH WITH THE TOP OF A
 FW0955'CEMENT-FILLED DRAIN PIPE, FLANGE END DOWN, WHICH IS 6 INCHES
 FW0955'BELOW THE GROUND.  THE CONCRETE AROUND THE MARK HAS BEEN BROKEN
 FW0955'IN TWO PIECES, BUT THE MARK IS STILL IN GOOD CONDITION.
 FW0955'
 FW0955'REFERENCE MARK NO. 2 WAS SEARCHED FOR THOROUGHLY BUT WAS NOT
 FW0955'FOUND.
 FW0955'
 FW0955'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 186 AND COUNTY
 FW0955'HIGHWAY 600, NEAR CAPEVILLE, GO N ON COUNTY HIGHWAY 600 ABOUT
 FW0955'1.0 MILE TO A ROAD LEADING E THROUGH A GROVE OF PINES.  FOLLOW
 FW0955'THIS ROAD TO THE HOME OF W. WYATT ON THE PROPERTY OF FRANK
 FW0955'PARSONS, JR.  THIS WAS FORMERLY THE DALBY HOME.  ON THE W SIDE OF
 FW0955'THE HOUSE YARD IS A FIELD ROAD LEADING S, FOLLOW THIS TO ITS
 FW0955'INTERSECTION WITH A FOOTPATH LEADING E THROUGH THE FOREST AT
 FW0955'THE N EDGE OF THE MARSH.  AT THE JUNCTION OF THIS TRAIL WITH AN
 FW0955'E-W FENCE EXTENDING TO THE BANK OF THE CREEK, GO N ABOUT
 FW0955'150 FEET TO THE STATION.
 FW0955
 FW0955                          STATION RECOVERY (1954)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0955'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 FW0955'THE 1942 DESCRIPTION IS ADEQUATE AND COMPLETE.
 FW0955
 FW0955                          STATION RECOVERY (1959)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 FW0955'STATION RECOVERED AS DESCRIBED.  STATION IS LOCATED 72 PACES
 FW0955'ESE OF AN 8-INCH TRIANGLE BLAZED PINE TREE WHICH IS LOCATED
 FW0955'AT THE E EDGE OF THE WOODS.
 FW0955
 FW0955                          STATION RECOVERY (1959)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0955'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 FW0955'GOOD CONDITION.  THE STATION WAS RECOVERED AS DESCRIBED IN THE
 FW0955'1942 RECOVERY NOTE.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 FW0955'VERIFIED, AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 FW0955'
 FW0955'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DALBY
 FW0955'2, DISTANCE BEING 1,253.37 FEET (382.027 METERS) WEST OF STATION
 FW0955'DALBY.
 FW0955
 FW0955                          STATION RECOVERY (1960)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0955'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.D.P.
 FW0955'IN 1942 AND PREVIOUS DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF
 FW0955'THE FOLLOWING DESCREPANCY.
 FW0955'
 FW0955'E-W FENCE MENTIONED IN DESCRIPTION IS NO LONGER VISIBLE.
 FW0955'DESCRIPTION SHOULD READ--AT THE JUNCTION OF THIS TRAIL WITH AN
 FW0955'OLD E-W FENCE LINE, EXTENDING TO THE BANK OF A CREEK, GO N
 FW0955'ABOUT 150 FEET TO THE STATION.
 FW0955'
 FW0955'R.M. NO 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FW0955'
 FW0955'R.M. NO 2 SEARCHED FOR BUT NOT RECOVERED, SHOULD BE CONSIDERED
 FW0955'LOST.
 FW0955
 FW0955                          STATION RECOVERY (1962)
 FW0955
 FW0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0955'STATION WAS RECOVERED AS DESCRIBED BY W.E. RANDALL IN 1959 AND
 FW0955'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0956 ***********************************************************************
 FW0956  DESIGNATION -  DALBY 2
 FW0956  PID         -  FW0956
 FW0956  STATE/COUNTY-  VA/NORTHAMPTON
 FW0956  USGS QUAD   -  TOWNSEND (1989)
 FW0956
 FW0956                         *CURRENT SURVEY CONTROL
 FW0956  ___________________________________________________________________
 FW0956* NAD 83(1993)-  37 12 56.64417(N)    075 56 30.38522(W)     ADJUSTED  
 FW0956* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FW0956  ___________________________________________________________________
 FW0956  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FW0956  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 FW0956
 FW0956  HORZ ORDER  -  SECOND
 FW0956
 FW0956.The horizontal coordinates were established by classical geodetic methods
 FW0956.and adjusted by the National Geodetic Survey in September 1995..
 FW0956
 FW0956.The orthometric height was scaled from a topographic map.
 FW0956
 FW0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0956
 FW0956.The geoid height was determined by GEOID03.
 FW0956
 FW0956;                    North         East     Units Scale Factor Converg.
 FW0956;SPC VA S     - 1,101,000.184 3,727,027.660   MT  0.99994889   +1 33 09.5
 FW0956;SPC VA S     - 3,612,198.10 12,227,756.58   sFT  0.99994889   +1 33 09.5
 FW0956;UTM  18      - 4,119,220.304   416,440.996   MT  0.99968601   -0 34 10.7
 FW0956
 FW0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0956!SPC VA S     -   1.00000523  x   0.99994889  =   0.99995412
 FW0956!UTM  18      -   1.00000523  x   0.99968601  =   0.99969124
 FW0956
 FW0956|---------------------------------------------------------------------|
 FW0956| PID    Reference Object                     Distance      Geod. Az  |
 FW0956|                                                           dddmmss.s |
 FW0956| FW0955 DALBY                               382.032 METERS 09752     |
 FW0956| DC7199 DALBY 2 RM 1                         45.400 METERS 11036     |
 FW0956| DC7200 DALBY 2 RM 2                         28.142 METERS 20105     |
 FW0956| DC7198 DALBY 2 AZ MK                                      3101415.0 |
 FW0956|---------------------------------------------------------------------|
 FW0956
 FW0956                          SUPERSEDED SURVEY CONTROL
 FW0956
 FW0956  NAD 83(1993)-  37 12 56.64265(N)    075 56 30.36501(W) AD(       ) 2
 FW0956  NAD 83(1986)-  37 12 56.64663(N)    075 56 30.42280(W) AD(       ) 2
 FW0956  NAD 27      -  37 12 56.14280(N)    075 56 31.66810(W) AD(       ) 2
 FW0956
 FW0956.Superseded values are not recommended for survey control.
 FW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0956.See file dsdata.txt to determine how the superseded data were derived.
 FW0956
 FW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1644119220(NAD 83)
 FW0956_MARKER: DS = TRIANGULATION STATION DISK
 FW0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0956+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2001
 FW0956
 FW0956  HISTORY     - Date     Condition        Report By
 FW0956  HISTORY     - 1959     MONUMENTED       CGS
 FW0956  HISTORY     - 1960     GOOD             CGS
 FW0956  HISTORY     - 1962     GOOD             CGS
 FW0956  HISTORY     - 20011208 GOOD             USPSQD
 FW0956
 FW0956                          STATION DESCRIPTION
 FW0956
 FW0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0956'THE STATION IS ABOUT 8 MILES SOUTH OF EASTVILLE AND 1-1/2 MILES
 FW0956'NORTHEAST OF THE VILLAGE OF CAPEVILLE, ON LAND OWNED BY MR.
 FW0956'FRANK PARSONS, JR.
 FW0956'
 FW0956'TO REACH THE STATION FROM THE FERRY LANDING AT KIPTOPEKE BEACH,
 FW0956'GO NORTHERLY ON U.S. HIGHWAY 13 FOR 2.1 MILES TO THE JUCTION OF
 FW0956'STATE HIGHWAY 624.  TURN RIGHT AND FOLLOW HIGHWAY 624 0.5 MILE
 FW0956'TO THE JUNCTION OF COUNTY ROUTE 600.  TURN LEFT AND FOLLOW
 FW0956'COUNTY ROUTE 600 FOR 1.0 MILE TO A DIRT ROAD WHICH LEADS INTO
 FW0956'THE WOODS ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE DIRT
 FW0956'ROAD FOR 0.7 MILE TO THE HOME OF MR. W. WYATT AND THE STATION.
 FW0956'
 FW0956'STATION MARKS ARE STANDARD DISKS STAMPED DALBY 2 1959.  THE
 FW0956'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FW0956'4 INCHES.  IT IS 273 FEET SOUTH OF THE SOUTHEAST CORNER OF BARN,
 FW0956'87 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12 WEST OF
 FW0956'THE FIELD ROAD, AND 2.1 FEET SOUTH OF THE STANDARD METAL WITNESS
 FW0956'POST.
 FW0956'
 FW0956'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF
 FW0956'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 FW0956'
 FW0956'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALBY 2 NO 1
 FW0956'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FW0956'IT IS 25 FEET SOUTH OF THE FIELD ROAD AND 14 FEET EAST OF THE EAST
 FW0956'EDGE OF THE CULTIVATED FIELD.
 FW0956'
 FW0956'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALBY 2 NO 2 1959,
 FW0956'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FW0956'90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 20
 FW0956'FEET WEST OF THE WEST EDGE OF THE CULTIVATED FIELD.
 FW0956'
 FW0956'AZIMUTH MARK, A STANDARD DISK STAMPED DALBY 2 1959, IS SET IN
 FW0956'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 93 FEET
 FW0956'SOUTHWEST OF THE TOMBSTONE OF MARGARET E. DALBY, 24 FEET
 FW0956'NORTHEAST OF THE T-JUNCTION OF THE FIELD ROADS, 8 FEET NORTH
 FW0956'OF THE EAST-WEST FIELD ROAD, AND 2.5 FEET SOUTH OF THE STANDARD
 FW0956'METAL WITNESS POST.
 FW0956'
 FW0956'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON THE
 FW0956'DIRT ROAD 0.3 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT
 FW0956'AND FOLLOW THE FIELD ROAD 0.2 MILE TO A GROVE OF TREES AND THE
 FW0956'AZIMUTH MARK.
 FW0956'
 FW0956'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FW0956
 FW0956                          STATION RECOVERY (1960)
 FW0956
 FW0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0956'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION
 FW0956'BY W.E.R. IS ADEQUATE AND COMPLETE.
 FW0956
 FW0956                          STATION RECOVERY (1962)
 FW0956
 FW0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0956'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW0956
 FW0956                          STATION RECOVERY (2001)
 FW0956
 FW0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0956'DELETE 273 FEET SOUTH OF SOUTHEAST CORNER OF BARN (BARN NO LONGER
 FW0956'EXISTS).  STATION AND RM2 FOUND GOOD CONDITION.  RM1 NOT FOUND.
 FW0956'AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9023 ***********************************************************************
 HV9023  DESIGNATION -  DALE CITY
 HV9023  PID         -  HV9023
 HV9023  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9023  USGS QUAD   -  OCCOQUAN (1994)
 HV9023
 HV9023                         *CURRENT SURVEY CONTROL
 HV9023  ___________________________________________________________________
 HV9023* NAD 83(1993)-  38 39 24.27237(N)    077 20 30.84924(W)     ADJUSTED  
 HV9023* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 HV9023  ___________________________________________________________________
 HV9023  X           -   1,092,871.910 (meters)                     COMP
 HV9023  Y           -  -4,866,045.674 (meters)                     COMP
 HV9023  Z           -   3,962,664.785 (meters)                     COMP
 HV9023  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HV9023  ELLIP HEIGHT-          53.12  (meters)          (06/04/02) GPS OBS
 HV9023  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV9023
 HV9023  HORZ ORDER  -  SECOND
 HV9023  ELLP ORDER  -  FOURTH    CLASS II
 HV9023
 HV9023.The horizontal coordinates were established by GPS observations
 HV9023.and adjusted by the National Geodetic Survey in November 1994..
 HV9023
 HV9023.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9023
 HV9023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9023
 HV9023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9023
 HV9023.The ellipsoidal height was determined by GPS observations
 HV9023.and is referenced to NAD 83.
 HV9023
 HV9023.The geoid height was determined by GEOID03.
 HV9023
 HV9023;                    North         East     Units Scale Factor Converg.
 HV9023;SPC VA N     - 2,110,532.871 3,600,796.881   MT  0.99994862   +0 43 22.0
 HV9023;SPC VA N     - 6,924,306.59 11,813,614.43   sFT  0.99994862   +0 43 22.0
 HV9023;UTM  18      - 4,281,288.278   296,221.794   MT  1.00011139   -1 27 48.2
 HV9023
 HV9023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9023!SPC VA N     -   0.99999167  x   0.99994862  =   0.99994029
 HV9023!UTM  18      -   0.99999167  x   1.00011139  =   1.00010305
 HV9023
 HV9023                          SUPERSEDED SURVEY CONTROL
 HV9023
 HV9023  ELLIP H (11/14/94)   53.10   (m)                       GP(       ) 4 2
 HV9023  NAD 83(1993)-  38 39 24.27151(N)    077 20 30.85946(W) AD(       ) 2
 HV9023  ELLIP H (01/27/92)   52.55   (m)                       GP(       ) 4 1
 HV9023  NAD 83(1986)-  38 39 24.27185(N)    077 20 30.86073(W) AD(       ) 2
 HV9023  NGVD 29 (01/20/89)   85.5    (m)          281.     (f) GPS OBS        
 HV9023
 HV9023.Superseded values are not recommended for survey control.
 HV9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9023.See file dsdata.txt to determine how the superseded data were derived.
 HV9023
 HV9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9622281288(NAD 83)
 HV9023_MARKER: A = ALUMINUM MARKER
 HV9023_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9023_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9023+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9023
 HV9023  HISTORY     - Date     Condition        Report By
 HV9023  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9023
 HV9023                          STATION DESCRIPTION
 HV9023
 HV9023'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9023'THE STATION IS LOCATED IN PRINCE WILLIAM COUNTY VIRGINIA, IN DALE CITY
 HV9023'IN FRONT OF A DALE CITY VOLUNTEER FIRE DEPARTMENT BUILDING.
 HV9023'
 HV9023'TO REACH THE STATION FROM THE INTERSECTION OF GIDEON DRIVE, AND ROUTE
 HV9023'784, DALE BOULEVARD, GO WEST ON ROUTE 784 FOR 3 MILES TO THE STATION
 HV9023'ON THE LEFT, IN FRONT OF THE FIRE STATION.
 HV9023'
 HV9023'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9023'AND IS STAMPED---67 DALE CITY 1986---.  THE STATION IS 5 FEET NORTH OF
 HV9023'THE EDGE OF A GUARD RAIL, 6 FEET NORTHEAST OF THE CORNER OF A DRAIN,
 HV9023'29.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ELECTRIC JUNCTION
 HV9023'BOX, AND 68.3 FEET WEST OF THE NORTHWEST CORNER OF THE FIRE STATION.
 HV9023'
 HV9023'THE AZIMUTH MARK IS THE RED LIGHT ATOP A RADIO TOWER TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3347 ***********************************************************************
 FX3347  DESIGNATION -  DAM 1912
 FX3347  PID         -  FX3347
 FX3347  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3347  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3347
 FX3347                         *CURRENT SURVEY CONTROL
 FX3347  ___________________________________________________________________
 FX3347* NAD 83(1993)-  36 45 07.35736(N)    076 19 49.50602(W)     ADJUSTED  
 FX3347* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3347  ___________________________________________________________________
 FX3347  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 FX3347  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX3347
 FX3347  HORZ ORDER  -  THIRD
 FX3347
 FX3347.The horizontal coordinates were established by classical geodetic methods
 FX3347.and adjusted by the National Geodetic Survey in September 1995..
 FX3347
 FX3347.The orthometric height was scaled from a topographic map.
 FX3347
 FX3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3347
 FX3347.The geoid height was determined by GEOID03.
 FX3347
 FX3347;                    North         East     Units Scale Factor Converg.
 FX3347;SPC VA S     - 1,048,692.468 3,693,726.827   MT  1.00000269   +1 19 00.4
 FX3347;SPC VA S     - 3,440,585.21 12,118,502.10   sFT  1.00000269   +1 19 00.4
 FX3347;UTM  18      - 4,068,191.464   381,238.278   MT  0.99977376   -0 47 46.2
 FX3347
 FX3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3347!SPC VA S     -   1.00000553  x   1.00000269  =   1.00000822
 FX3347!UTM  18      -   1.00000553  x   0.99977376  =   0.99977929
 FX3347
 FX3347|---------------------------------------------------------------------|
 FX3347| PID    Reference Object                     Distance      Geod. Az  |
 FX3347|                                                           dddmmss.s |
 FX3347| FX3461 TOY 1912                            364.378 METERS 03211     |
 FX3347| FX3399 NUT 1912                            466.666 METERS 0612732.0 |
 FX3347| FX3158 STONE 1912                          417.324 METERS 2390903.3 |
 FX3347| FX3405 OX 1912                             350.378 METERS 27444     |
 FX3347|---------------------------------------------------------------------|
 FX3347
 FX3347                          SUPERSEDED SURVEY CONTROL
 FX3347
 FX3347  NAD 83(1986)-  36 45 07.36349(N)    076 19 49.54123(W) AD(       ) 3
 FX3347  NAD 27      -  36 45 06.83100(N)    076 19 50.75000(W) AD(       ) 3
 FX3347
 FX3347.Superseded values are not recommended for survey control.
 FX3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3347.See file dsdata.txt to determine how the superseded data were derived.
 FX3347
 FX3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8123868191(NAD 83)
 FX3347_MARKER: N = NAIL
 FX3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3347+STABILITY: SURFACE MOTION
 FX3347
 FX3347  HISTORY     - Date     Condition        Report By
 FX3347  HISTORY     - 1912     MONUMENTED       CGS
 FX3347  HISTORY     - 1947     GOOD             USE
 FX3347
 FX3347                          STATION DESCRIPTION
 FX3347
 FX3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3347'STATION IS LOCATED ON THE S SIDE OF DEEP CREEK ON THE REMAINS
 FX3347'OF THE OLD DAM 3,000 FEET E OF THE DISMAL CANAL LOCK.  THE STATION
 FX3347'IS 11 FEET NE OF OLD PLANKING WHICH CROSSES A SMALL BRANCH
 FX3347'OF THE CREEK GOING ON THE INSIDE OF THE DAM.
 FX3347'
 FX3347'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3347'2 FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3347'PROJECTING ONE INCH.  TOP MARKED 1912 C.G.S.  NAIL IN CENTER
 FX3347'MARKS STATION POINT.
 FX3347
 FX3347                          STATION RECOVERY (1947)
 FX3347
 FX3347'RECOVERY NOTE BY US ENGINEERS 1947
 FX3347'LETTER OF G.L. ANDERSON, SUPERVISOR, SE DISTRICT, NORFOLK, VA.,
 FX3347'DATED MARCH 25, 1947--
 FX3347'
 FX3347'STATION IS A 6- BY 6-INCH CONCRETE MONUMENT FLUSH WITH THE
 FX3347'GROUND AND MARKED U.S.C. AND G.S. 1912.  LOCATED ON THE S SIDE
 FX3347'OF DEEP CREEK, APPROXIMATELY 300 FEET SE OF S SHORE LINE AT
 FX3347'NARROW POINT THAT HAS BEEN RIP RAP WITH STONE AND ROCK, AND
 FX3347'BETWEEN STATIONS NUT AND STONE, LOCATED ON THE SAME SIDE OF DEEP
 FX3347'CREEK.
 FX3347'
 FX3347'REFERENCE MARK 1 IS AT A DISTANCE OF 48.50 FEET SE OF A NAIL
 FX3347'IN THE CENTER OF A TRIANGLE CUT IN A 24-INCH PINE TREE.
 FX3347'
 FX3347'REFERENCE MARK 2 IS AT A DISTANCE OF 47.80 FEET E OF A NAIL
 FX3347'IN THE CENTER OF A TRIANGLE CUT IN A 14-INCH PINE TREE.
 FX3347'
 FX3347'REFERENCE MARK 3 IS AT A DISTANCE OF 54.10 FEET NE OF A NAIL
 FX3347'IN THE CENTER OF A TRIANGLE CUT IN A 12-INCH CYPRESS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1651 ***********************************************************************
 FW1651  DESIGNATION -  DAM NECK MILLS NAVY TANK
 FW1651  PID         -  FW1651
 FW1651  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1651  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1651
 FW1651                         *CURRENT SURVEY CONTROL
 FW1651  ___________________________________________________________________
 FW1651* NAD 83(1993)-  36 46 14.22324(N)    075 57 50.68704(W)     ADJUSTED  
 FW1651* NAVD 88     -                                                        
 FW1651  ___________________________________________________________________
 FW1651  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FW1651  GEOID HEIGHT-         -37.90  (meters)                     GEOID03
 FW1651
 FW1651  HORZ ORDER  -  THIRD
 FW1651
 FW1651.The horizontal coordinates were established by classical geodetic methods
 FW1651.and adjusted by the National Geodetic Survey in September 1995..
 FW1651
 FW1651
 FW1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1651
 FW1651.The geoid height was determined by GEOID03.
 FW1651
 FW1651;                    North         East     Units Scale Factor Converg.
 FW1651;SPC VA S     - 1,051,568.151 3,726,375.362   MT  0.99999929   +1 32 20.8
 FW1651;SPC VA S     - 3,450,019.84 12,225,616.50   sFT  0.99999929   +1 32 20.8
 FW1651;UTM  18      - 4,069,860.056   413,961.829   MT  0.99969120   -0 34 37.7
 FW1651
 FW1651                          SUPERSEDED SURVEY CONTROL
 FW1651
 FW1651  NAD 83(1986)-  36 46 14.23303(N)    075 57 50.72439(W) AD(       ) 4
 FW1651  NAD 27      -  36 46 13.69400(N)    075 57 51.98100(W) AD(       ) 3
 FW1651
 FW1651.Superseded values are not recommended for survey control.
 FW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1651.See file dsdata.txt to determine how the superseded data were derived.
 FW1651
 FW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1396269860(NAD 83)
 FW1651_MARKER: 53 = ELEVATED TANK
 FW1651
 FW1651  HISTORY     - Date     Condition        Report By
 FW1651  HISTORY     - 1953     FIRST OBSERVED   CGS
 FW1651  HISTORY     - 1955     GOOD             AMS
 FW1651  HISTORY     - 1959     GOOD             CGS
 FW1651
 FW1651                          STATION DESCRIPTION
 FW1651
 FW1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 FW1651'STATION IS LOCATED ABOUT 4 MI. S OF VIRGINIA BEACH, AND AT
 FW1651'THE DAM NECK MILLS U.S. COAST GUARD STATION.  IT IS OF STEEL
 FW1651'CONSTRUCTION, PAINTED RED AND WHITE CHECK, AND ABOUT 130 FT.
 FW1651'HIGH.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 FW1651'
 FW1651'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN OCEANA, GO E
 FW1651'ON U.S. HIGHWAY 58 FOR 0.45 MI. TO THE JUNCTION OF STATE
 FW1651'HIGHWAY 615, TURN RIGHT ON STATE HIGHWAY 615 AND GO 4.3 MI.
 FW1651'TO A SURFACED T-ROAD LEFT, TURN LEFT AND GO E FOR 2.5 MI.
 FW1651'TO THE W GATE OF THE U.S. COAST GUARD STATION, CONTINUE E ON
 FW1651'THE SURFACED ROAD FOR 0.15 MI. TO A T-ROAD RIGHT, TURN RIGHT
 FW1651'AND GO S FOR 0.3 MI. TO AN INTERSECTION, TURN RIGHT AND GO
 FW1651'W FOR 0.3 MI. TO AN INTERSECTION, TURN LEFT AND GO S FOR 0.2
 FW1651'MI. TO AN INTERSECTION, TURN RIGHT AND GO W FOR 0.2 MI. TO AN
 FW1651'INTERSECTION, TURN LEFT AND GO S FOR 0.2 MI. TO A
 FW1651'T-INTERSECTION, TURN RIGHT ON THE T-INTERSECTION AND GO 0.2 MI.
 FW1651'TO A T-INTERSECTION, AND TURN LEFT AND GO 0.2 MI.
 FW1651'TO A POWER PLANT AND THE STATION ON THE LEFT.
 FW1651
 FW1651                          STATION RECOVERY (1955)
 FW1651
 FW1651'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FW1651'STATION RECOVERED AS DESCRIBED.
 FW1651
 FW1651                          STATION RECOVERY (1959)
 FW1651
 FW1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1651'STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION IS
 FW1651'ADEQUATE AND COMPLETE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2166 ***********************************************************************
 FZ2166  DESIGNATION -  DAMASCUS RESET
 FZ2166  PID         -  FZ2166
 FZ2166  STATE/COUNTY-  VA/WASHINGTON
 FZ2166  USGS QUAD   -  LAUREL BLOOMERY (1969)
 FZ2166
 FZ2166                         *CURRENT SURVEY CONTROL
 FZ2166  ___________________________________________________________________
 FZ2166* NAD 83(1993)-  36 36 51.38655(N)    081 49 36.00458(W)     ADJUSTED  
 FZ2166* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 FZ2166  ___________________________________________________________________
 FZ2166  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FZ2166  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FZ2166
 FZ2166  HORZ ORDER  -  SECOND
 FZ2166
 FZ2166.The horizontal coordinates were established by classical geodetic methods
 FZ2166.and adjusted by the National Geodetic Survey in September 1995..
 FZ2166
 FZ2166.The orthometric height was scaled from a topographic map.
 FZ2166
 FZ2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2166
 FZ2166.The geoid height was determined by GEOID03.
 FZ2166
 FZ2166;                    North         East     Units Scale Factor Converg.
 FZ2166;SPC VA S     - 1,036,420.649 3,202,451.018   MT  1.00003115   -2 01 08.5
 FZ2166;SPC VA S     - 3,400,323.41 10,506,708.05   sFT  1.00003115   -2 01 08.5
 FZ2166;SPC TN       -   261,036.573   973,245.433   MT  1.00004102   +2 26 35.6
 FZ2166;SPC TN       -   856,417.49  3,193,056.06   sFT  1.00004102   +2 26 35.6
 FZ2166;UTM  17      - 4,052,402.009   426,075.720   MT  0.99966733   -0 29 35.0
 FZ2166
 FZ2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2166!SPC VA S     -   0.99984702  x   1.00003115  =   0.99987816
 FZ2166!SPC TN       -   0.99984702  x   1.00004102  =   0.99988803
 FZ2166!UTM  17      -   0.99984702  x   0.99966733  =   0.99951440
 FZ2166
 FZ2166|---------------------------------------------------------------------|
 FZ2166| PID    Reference Object                     Distance      Geod. Az  |
 FZ2166|                                                           dddmmss.s |
 FZ2166| DC4052 DAMASCUS RM 1                        14.510 METERS 04617     |
 FZ2166| FZ2163 FEATHERCAMP                         APPROX.11.3 KM 0600217.2 |
 FZ2166| DC4053 DAMASCUS RM 2                        12.185 METERS 17529     |
 FZ2166| DC4054 DAMASCUS RM 3 AZIMUTH                              2142307.2 |
 FZ2166|---------------------------------------------------------------------|
 FZ2166
 FZ2166                          SUPERSEDED SURVEY CONTROL
 FZ2166
 FZ2166  NAD 83(1986)-  36 36 51.39714(N)    081 49 36.00117(W) AD(       ) 2
 FZ2166  NAD 27      -  36 36 50.98449(N)    081 49 36.57118(W) AD(       ) 2
 FZ2166
 FZ2166.Superseded values are not recommended for survey control.
 FZ2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2166.See file dsdata.txt to determine how the superseded data were derived.
 FZ2166
 FZ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2607652402(NAD 83)
 FZ2166_MARKER: X = CHISELED CROSS
 FZ2166_SETTING: 0 = UNSPECIFIED SETTING
 FZ2166
 FZ2166  HISTORY     - Date     Condition        Report By
 FZ2166  HISTORY     - 1895     MONUMENTED       CGS
 FZ2166  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FZ2166
 FZ2166                          STATION DESCRIPTION
 FZ2166
 FZ2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (AHB)
 FZ2166'STATION, MARKED BY A 5- BY 12-INCH STONE POST,
 FZ2166'24 INCHES LONG, PROJECTING 7 INCHES.  TOP OF STONE IS MARKED
 FZ2166'WITH CROSS AND LETTERS U.S.C.S.  SE SIDE IS MARKED U.S., AND
 FZ2166'NW SIDE, C.S.
 FZ2166
 FZ2166                          STATION RECOVERY (1934)
 FZ2166
 FZ2166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FZ2166'STATION IS ON OR NEAR VIRGINIA-TENNESSEE STATE LINE, ABOUT
 FZ2166'4-3/4 MILES NW OF LAUREL BLOOMERY, 3-1/2 MILES SE OF ALVARADO,
 FZ2166'ABOUT 2-1/2 MILES WSW OF DAMASCUS, ON SUMMIT OF PEAK IN
 FZ2166'HOLSTON MOUNTAIN RANGE, ON BACKBONE OF RIDGE, 6 FEET W OF
 FZ2166'15-INCH CHESTNUT-OAK TREE, 5 FEET S OF CHESTNUT-OAK TREE
 FZ2166'(GONE IN 1933), AND 2 FEET N OF CHESTNUT-OAK TREE (GONE IN
 FZ2166'1933).
 FZ2166'
 FZ2166'STATION ORIGINALLY MARKED BY A 5- BY 12-INCH STONE POST,
 FZ2166'24 INCHES LONG, PROJECTING 7 INCHES.  TOP OF STONE IS MARKED
 FZ2166'WITH CROSS AND LETTERS U.S.C.S.  SE SIDE IS MARKED U.S., AND
 FZ2166'NW SIDE, C.S.
 FZ2166'
 FZ2166'IN 1933, STANDARD STATION DISK WAS SET IN DRILL HOLE IN ORIGINAL
 FZ2166'STONE POST AND THREE STANDARD REFERENCE DISKS WERE ESTABLISHED
 FZ2166'IN BURIED STONES.
 FZ2166'
 FZ2166'REFERENCE MARK NO. 1 IS ON NE SIDE OF RIDGE, ABOUT 3 FEET
 FZ2166'S OF 18-INCH HICKORY TREE, AND 14.510 METERS (47.60 FEET)
 FZ2166'FROM STATION N 45 DEG 17 MIN E.
 FZ2166'
 FZ2166'REFERENCE MARK NO. 2 IS ON SE SIDE OF RIDGE, 2 FEET W OF
 FZ2166'15-INCH WATER-OAK TREE, AND 12.185 METERS (39.98 FEET) FROM
 FZ2166'STATION S 05 DEG 30 MIN E.
 FZ2166'
 FZ2166'REFERENCE MARK NO. 3 IS IN SADDLE SLIGHTLY ON E SIDE OF RIDGE,
 FZ2166'ABOUT 4 FEET N OF CROOKED 30-INCH CHESTNUT-OAK TREE, AND
 FZ2166'APPROXIMATELY 75 YARDS FROM STATION S 34 DEG 24 MIN W.
 FZ2166'
 FZ2166'TO REACH FROM POST OFFICE IN DAMASCUS, GO SW 0.15 MILE ON
 FZ2166'GRAVEL ROAD TO ROAD END, FOLLOW NARROW DIRT ROAD TO RIGHT
 FZ2166'2.8 MILES THROUGH SEVERAL GATES TO TOP OF RIDGE WHERE ROAD
 FZ2166'NARROWS TO PATH, PROCEED SW ON FOOT 1-3/4 MILES TO 4
 FZ2166'TRIANGLE-BLAZED TREES ALONG PATH, AND GO UP DIM STEEP TRAIL
 FZ2166'TO RIGHT (NW) 150 FEET TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6974 ***********************************************************************
 HV6974  DESIGNATION -  DAMERON
 HV6974  PID         -  HV6974
 HV6974  STATE/COUNTY-  VA/WESTMORELAND
 HV6974  USGS QUAD   -  STRATFORD HALL (1973)
 HV6974
 HV6974                         *CURRENT SURVEY CONTROL
 HV6974  ___________________________________________________________________
 HV6974* NAD 83(1993)-  38 10 14.44590(N)    076 51 49.84576(W)     ADJUSTED  
 HV6974* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 HV6974  ___________________________________________________________________
 HV6974  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV6974  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HV6974
 HV6974  HORZ ORDER  -  FIRST
 HV6974
 HV6974.The horizontal coordinates were established by classical geodetic methods
 HV6974.and adjusted by the National Geodetic Survey in November 1994..
 HV6974
 HV6974.The orthometric height was scaled from a topographic map.
 HV6974
 HV6974.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6974
 HV6974.The geoid height was determined by GEOID03.
 HV6974
 HV6974;                    North         East     Units Scale Factor Converg.
 HV6974;SPC VA N     - 2,057,221.862 3,643,363.062   MT  0.99997860   +1 01 16.2
 HV6974;SPC VA N     - 6,749,402.06 11,953,266.98   sFT  0.99997860   +1 01 16.2
 HV6974;SPC MD       -    55,956.873   411,931.261   MT  1.00002501   +0 05 07.6
 HV6974;SPC MD       -   183,585.17  1,351,477.81   sFT  1.00002501   +0 05 07.6
 HV6974;UTM  18      - 4,226,394.015   336,732.423   MT  0.99992830   -1 09 07.6
 HV6974
 HV6974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6974!SPC VA N     -   0.99999888  x   0.99997860  =   0.99997748
 HV6974!SPC MD       -   0.99999888  x   1.00002501  =   1.00002389
 HV6974!UTM  18      -   0.99999888  x   0.99992830  =   0.99992718
 HV6974
 HV6974|---------------------------------------------------------------------|
 HV6974| PID    Reference Object                     Distance      Geod. Az  |
 HV6974|                                                           dddmmss.s |
 HV6974| HV6988 25 NPG 1954                          13.582 METERS 00626     |
 HV6974| HV7000 COBB POINT BAR LIGHT 1954           APPROX. 8.6 KM 0221335.6 |
 HV6974| HV6989 25 KB 1954                           14.131 METERS 02718     |
 HV6974| CX2674 DAMERON RM 1                         26.243 METERS 11347     |
 HV6974| CX2675 DAMERON RM 2                         25.218 METERS 24143     |
 HV6974|---------------------------------------------------------------------|
 HV6974
 HV6974                          SUPERSEDED SURVEY CONTROL
 HV6974
 HV6974  NAD 83(1993)-  38 10 14.44507(N)    076 51 49.85191(W) AD(       ) 1
 HV6974  NAD 83(1986)-  38 10 14.44636(N)    076 51 49.86154(W) AD(       ) 1
 HV6974  NAD 27      -  38 10 13.97900(N)    076 51 50.97800(W) AD(       ) 1
 HV6974
 HV6974.Superseded values are not recommended for survey control.
 HV6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6974.See file dsdata.txt to determine how the superseded data were derived.
 HV6974
 HV6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3673226394(NAD 83)
 HV6974_MARKER: DS = TRIANGULATION STATION DISK
 HV6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6974
 HV6974  HISTORY     - Date     Condition        Report By
 HV6974  HISTORY     - 1954     MONUMENTED       CGS
 HV6974  HISTORY     - 1960     GOOD             CGS
 HV6974  HISTORY     - 1961     GOOD             CGS
 HV6974  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV6974  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6974
 HV6974                          STATION DESCRIPTION
 HV6974
 HV6974'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV6974'THE STATION IS LOCATED IN THE WESTMORELAND STATE PARK AND IS ON
 HV6974'THE SOUTH BANK OF THE POTOMAC RIVER.  IT IS 63 FEET SOUTH OF THE
 HV6974'SOUTH SHORE-LINE OF THE POTOMAC RIVER.  THE MARK IS FLUSH WITH THE
 HV6974'SURFACE AND THE DISK IS STAMPED DAMERON 1954.
 HV6974'
 HV6974'REFERENCE MARK NO 1 IS 57 FEET SOUTH OF THE SOUTH SHORE-LINE OF
 HV6974'THE POTOMAC RIVER.  THE MARK IS FLUSH WITH THE SURFACE AND THE
 HV6974'DISK IS STAMPED DAMERON NO 1 1954.
 HV6974'
 HV6974'REFERENCE MARK NO 2 IS 25 FEET NORTHWEST OF A TRACK-ROAD. THE
 HV6974'MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED DAMERON NO
 HV6974'2 1954.
 HV6974'
 HV6974'TRANSIT PEDESTAL (RANGE BLDG. NO 25) IS 19 FEET SOUTH OF THE
 HV6974'SHORE-LINE OF THE POTOMAC RIVER.  IT IS A STEEL PIPE 3 INCHES IN
 HV6974'DIAMETER, 4 FEET HIGH AND HAS AN INSTRUMENT THREAD MOUNTED ON TOP.
 HV6974'THE BUILDING WHICH THE TRANSIT PEDESTAL IS MOUNTED IN, IS 5 X 5
 HV6974'AND ABOUT 10 FEET HIGH.
 HV6974'
 HV6974'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAMERON
 HV6974'TO THE TOP AND CENTER OF THE PIPE, (TRANSIT PEDESTAL). DISTANCE IS
 HV6974'SHOWN ABOVE.
 HV6974'
 HV6974'25 KB (THEODOLITE PEDESTAL) IS 18 FEET SOUTH OF THE SHORE-LINE OF
 HV6974'THE POTOMAC RIVER AND 13 FEET EAST OF THE EAST CORNER OF RANGE
 HV6974'BUILDING NO 25.  THE MARK IS OF CONCRETE, 24 INCHES IN DIAMETER
 HV6974'AND IS SET FLUSH WITH THE SURFACE.  IT IS A BRONZE DISK 1-1/2
 HV6974'INCHES IN DIAMETER, SET IN THE CENTER OF THE MARK AND THE DISK IS
 HV6974'STAMPED 25 KB 4-25-52.
 HV6974'
 HV6974'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAMERON
 HV6974'TO 25 KB AND THE DISTANCE IS SHOWN ABOVE.
 HV6974'
 HV6974'NO AZIMUTH MARK WAS SET.
 HV6974'
 HV6974'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY
 HV6974'3, TURN LEFT ON STATE HIGHWAY 3 FOR 10.05 MILES TO THE JUNCTION OF
 HV6974'STATE HIGHWAY 3 AND 205, CONTINUE ON STATE HIGHWAY 3 FOR 3.65
 HV6974'MILES TO THE JUNCTION OF STATE HIGHWAY 3 AND 204, CONTINUE ON
 HV6974'STATE HIGHWAY 3 FOR 4.85 MILES TO A SIGN ON THE RIGHT WESTMORELAND
 HV6974'STATE PARK AND STATE HIGHWAY 347, TURN LEFT ON STATE HIGHWAY 347
 HV6974'FOR 2.0 MILES TO A SIGN TAVERN ON THE RIGHT, TURN RIGHT FOR 0.15
 HV6974'MILE TO A TRACK-ROAD ON THE LEFT, TURN LEFT ON THE TRACK - ROAD
 HV6974'THROUGH A FIELD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 HV6974'
 HV6974'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV6974
 HV6974                          STATION RECOVERY (1960)
 HV6974
 HV6974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV6974'STATION MARK, REFERENCE MARKS, 25 KB (THEODOLITE PEDESTAL) AND
 HV6974'TRANSIT PEDESTAL (RANGE BUILDING NO. 25) RECOVERED IN GOOD
 HV6974'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED AS
 HV6974'WAS THE STAMPING OF THE DISK.
 HV6974'
 HV6974'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 HV6974'
 HV6974'25 KB IS STAMPED 25 4-25-52 WITH WHAT APPEARS TO BE A T IN THE
 HV6974'CENTER OF THE MARK.
 HV6974
 HV6974                          STATION RECOVERY (1961)
 HV6974
 HV6974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6974'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HV6974'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HV6974
 HV6974                          STATION RECOVERY (1998)
 HV6974
 HV6974'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6974'MARK NOT FOUND.
 HV6974
 HV6974                          STATION RECOVERY (2003)
 HV6974
 HV6974'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6974'STATION NOT FOUND. RM1 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3766 ***********************************************************************
 GV3766  DESIGNATION -  DAMERON 2
 GV3766  PID         -  GV3766
 GV3766  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3766  USGS QUAD   -  REEDVILLE (1992)
 GV3766
 GV3766                         *CURRENT SURVEY CONTROL
 GV3766  ___________________________________________________________________
 GV3766* NAD 83(1993)-  37 47 11.44957(N)    076 17 24.10251(W)     ADJUSTED  
 GV3766* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3766  ___________________________________________________________________
 GV3766  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 GV3766  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV3766
 GV3766  HORZ ORDER  -  THIRD
 GV3766
 GV3766.The horizontal coordinates were established by classical geodetic methods
 GV3766.and adjusted by the National Geodetic Survey in November 1994..
 GV3766
 GV3766.The orthometric height was scaled from a topographic map.
 GV3766
 GV3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3766
 GV3766.The geoid height was determined by GEOID03.
 GV3766
 GV3766;                    North         East     Units Scale Factor Converg.
 GV3766;SPC VA S     - 1,163,548.402 3,694,645.381   MT  0.99997208   +1 20 28.6
 GV3766;SPC VA S     - 3,817,408.38 12,121,515.72   sFT  0.99997208   +1 20 28.6
 GV3766;UTM  18      - 4,182,912.311   386,408.981   MT  0.99975892   -0 47 25.8
 GV3766
 GV3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3766!SPC VA S     -   1.00000549  x   0.99997208  =   0.99997757
 GV3766!UTM  18      -   1.00000549  x   0.99975892  =   0.99976441
 GV3766
 GV3766:                Primary Azimuth Mark                     Grid Az
 GV3766:SPC VA S     -  HOTEL USE 1931                           010 53 59.7
 GV3766:UTM  18      -  HOTEL USE 1931                           013 01 54.1
 GV3766
 GV3766|---------------------------------------------------------------------|
 GV3766| PID    Reference Object                     Distance      Geod. Az  |
 GV3766|                                                           dddmmss.s |
 GV3766| GV3778 HOTEL USE 1931                      APPROX. 3.2 KM 0121428.3 |
 GV3766| DC6044 DAMERON 2 RM 1                       21.075 METERS 11409     |
 GV3766| DC6045 DAMERON 2 RM 2                       23.240 METERS 24348     |
 GV3766| GV3765 DAMERON VFC 1931                     56.715 METERS 34808     |
 GV3766|---------------------------------------------------------------------|
 GV3766
 GV3766                          SUPERSEDED SURVEY CONTROL
 GV3766
 GV3766  NAD 83(1993)-  37 47 11.45508(N)    076 17 24.11767(W) AD(       ) 3
 GV3766  NAD 83(1986)-  37 47 11.45421(N)    076 17 24.12566(W) AD(       ) 3
 GV3766  NAD 27      -  37 47 10.98600(N)    076 17 25.32100(W) AD(       ) 3
 GV3766
 GV3766.Superseded values are not recommended for survey control.
 GV3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3766.See file dsdata.txt to determine how the superseded data were derived.
 GV3766
 GV3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8640982912(NAD 83)
 GV3766_MARKER: DS = TRIANGULATION STATION DISK
 GV3766_SETTING: 0 = UNSPECIFIED SETTING
 GV3766
 GV3766  HISTORY     - Date     Condition        Report By
 GV3766  HISTORY     - 1955     MONUMENTED       CGS
 GV3766  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3766
 GV3766                          STATION DESCRIPTION
 GV3766
 GV3766'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3766'STATION IS LOCATED ON THE S SIDE OF THE ENTRANCE TO GREAT
 GV3766'WICOMICO RIVER, ON THE S SHORE OF INGRAM BAY, 3 MI. S OF REEDVILLE,
 GV3766'VIRGINIA, ON THE MOST N POINT OF DAMERON MARSH, 20.7 M. SW OF
 GV3766'THE HIGH-WATER-LINE, 31 M. SE OF THE HIGH-WATERLINE, AND 57 M. S
 GV3766'OF THE EXTREME N TIP OF THE POINT.  STATION MARK IS A STANDARD
 GV3766'DISK, SET IN THE TOP OF A CONCRETE-FILLED TERRA-COTTA TILE RESTING
 GV3766'ON A 2- BY 4 FORCED INTO THE MARSH.  TILE PROJECTS ABOUT 12 IN.
 GV3766'ABOVE THE SURFACE OF THE GROUND.
 GV3766'
 GV3766'REFERENCE MARKS ARE STANDARD DISKS, SET IN THE TOPS OF 6-IN.
 GV3766'TERRA-COTTA TILES FILLED WITH CONCRETE AND BOTH MARKS PROJECT
 GV3766'ABOUT 6 IN. ABOVE THE SURFACE.  REFERENCE MARK 1 IS 41 M. SE OF THE
 GV3766'HIGH-WATERLINE ON THE NE SIDE OF THE POINT.  REFERENCE MARK
 GV3766'2 IS 15 M. SW OF THE HIGH-WATERLINE ON THE NW SIDE OF THE POINT.
 GV3766'
 GV3766'STATION DAMERON (V.F.C.) IS LOCATED AT THE EXTREME N TIP OF THE
 GV3766'POINT IN THE WATER, AND MAY BE WASHED OUT IN THE NEAR FUTURE.
 GV3766'
 GV3766'STATION WAS REACHED BY BOAT.
 GV3766
 GV3766                          STATION RECOVERY (2002)
 GV3766
 GV3766'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3765 ***********************************************************************
 GV3765  DESIGNATION -  DAMERON VFC 1931
 GV3765  PID         -  GV3765
 GV3765  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3765  USGS QUAD   -  REEDVILLE (1992)
 GV3765
 GV3765                         *CURRENT SURVEY CONTROL
 GV3765  ___________________________________________________________________
 GV3765* NAD 83(1993)-  37 47 13.24983(N)    076 17 24.57894(W)     ADJUSTED  
 GV3765* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3765  ___________________________________________________________________
 GV3765  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 GV3765  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV3765
 GV3765  HORZ ORDER  -  THIRD
 GV3765
 GV3765.The horizontal coordinates were established by classical geodetic methods
 GV3765.and adjusted by the National Geodetic Survey in November 1994..
 GV3765
 GV3765.The orthometric height was scaled from a topographic map.
 GV3765
 GV3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3765
 GV3765.The geoid height was determined by GEOID03.
 GV3765
 GV3765;                    North         East     Units Scale Factor Converg.
 GV3765;SPC VA S     - 1,163,603.617 3,694,632.428   MT  0.99997215   +1 20 28.3
 GV3765;SPC VA S     - 3,817,589.53 12,121,473.22   sFT  0.99997215   +1 20 28.3
 GV3765;UTM  18      - 4,182,967.957   386,398.093   MT  0.99975895   -0 47 26.2
 GV3765
 GV3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3765!SPC VA S     -   1.00000549  x   0.99997215  =   0.99997764
 GV3765!UTM  18      -   1.00000549  x   0.99975895  =   0.99976444
 GV3765
 GV3765:                Primary Azimuth Mark                     Grid Az
 GV3765:SPC VA S     -  REEDVILLE MUNICIPAL TANK                 009 48 04.5
 GV3765:UTM  18      -  REEDVILLE MUNICIPAL TANK                 011 55 59.0
 GV3765
 GV3765|---------------------------------------------------------------------|
 GV3765| PID    Reference Object                     Distance      Geod. Az  |
 GV3765|                                                           dddmmss.s |
 GV3765| GV3789 REEDVILLE MUNICIPAL TANK            APPROX. 6.0 KM 0110832.8 |
 GV3765| GV3772 GREAT WICOMICO RIVER LH 1898        APPROX. 2.8 KM 0460025.9 |
 GV3765| GV3766 DAMERON 2                            56.715 METERS 16808     |
 GV3765|---------------------------------------------------------------------|
 GV3765
 GV3765                          SUPERSEDED SURVEY CONTROL
 GV3765
 GV3765  NAD 83(1993)-  37 47 13.25535(N)    076 17 24.59409(W) AD(       ) 3
 GV3765  NAD 83(1986)-  37 47 13.25444(N)    076 17 24.60208(W) AD(       ) 3
 GV3765  NAD 27      -  37 47 12.78600(N)    076 17 25.79700(W) AD(       ) 3
 GV3765
 GV3765.Superseded values are not recommended for survey control.
 GV3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3765.See file dsdata.txt to determine how the superseded data were derived.
 GV3765
 GV3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8639882968(NAD 83)
 GV3765_MARKER: I = METAL ROD
 GV3765_SETTING: 0 = UNSPECIFIED SETTING
 GV3765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3765
 GV3765  HISTORY     - Date     Condition        Report By
 GV3765  HISTORY     - 1931     MONUMENTED       VACF
 GV3765  HISTORY     - 1944     GOOD             CGS
 GV3765  HISTORY     - 1955     GOOD             CGS
 GV3765  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3765  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3765
 GV3765                          STATION DESCRIPTION
 GV3765
 GV3765'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3765'IN THE LOCALITY OF INGRAMS BAY, ON A LOW SAND RIDGE AT THE
 GV3765'EXTREME NORTHERN POINT OF DAMERONS MARSHES, MARKED BY A 4-FOOT
 GV3765'SECTION OF 1-INCH GALVANIZED IRON PIPE IN BLOCK OF CONCRETE
 GV3765'BELOW SURFACE OF GROUND.
 GV3765
 GV3765                          STATION RECOVERY (1944)
 GV3765
 GV3765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV3765'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3765'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3765
 GV3765                          STATION RECOVERY (1955)
 GV3765
 GV3765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3765'STATION RECOVERED.  DAMERON POINT HAS NOW ERODED UNTIL THE
 GV3765'STATION MARK IS AT THE EXTREME N TIP OF THE POINT AT THE
 GV3765'HIGH-WATERLINE.  THE CONCRETE BASE OF THE MARK IS AWASH
 GV3765'AT LOW WATER.  THE IRON PIPE PROJECTS ABOUT 1 FT. ABOVE THE
 GV3765'CONCRETE AND IS SUBMERGED AT HIGH WATER.  THE MARK APPEARS
 GV3765'TO BE SOLID, AND THE OBSERVED ANGLES INCLUDING THE MARK
 GV3765'CHECKED THE OLD ADJUSTED ANGLES.
 GV3765'
 GV3765'A NEW STATION, DAMERON 2, 1955, WAS ESTABLISHED 56.715 M.
 GV3765'S OF DAMERON (V.F.C.).
 GV3765
 GV3765                          STATION RECOVERY (1995)
 GV3765
 GV3765'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3765'MARK NOT FOUND.
 GV3765
 GV3765                          STATION RECOVERY (2002)
 GV3765
 GV3765'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0776 ***********************************************************************
 FY0776  SACS        -  This is a Secondary Airport Control Station.
 FY0776  DESIGNATION -  DAN ARP
 FY0776  PID         -  FY0776
 FY0776  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0776  USGS QUAD   -  RINGGOLD (1985)
 FY0776
 FY0776                         *CURRENT SURVEY CONTROL
 FY0776  ___________________________________________________________________
 FY0776* NAD 83(1993)-  36 34 29.58359(N)    079 20 08.44782(W)     ADJUSTED  
 FY0776* NAVD 88     -       171.281  (meters)     561.94   (feet)  POSTED    
 FY0776  ___________________________________________________________________
 FY0776  X           -     949,026.393 (meters)                     COMP
 FY0776  Y           -  -5,039,780.959 (meters)                     COMP
 FY0776  Z           -   3,779,694.397 (meters)                     COMP
 FY0776  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 FY0776  ELLIP HEIGHT-         139.56  (meters)          (03/08/04) GPS OBS
 FY0776  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FY0776  DYNAMIC HT  -         171.140 (meters)     561.48  (feet)  COMP
 FY0776  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 FY0776
 FY0776  HORZ ORDER  -  FIRST
 FY0776  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FY0776  ELLP ORDER  -  FOURTH    CLASS I
 FY0776
 FY0776.This mark is at Danville Airport (DAN)
 FY0776
 FY0776.The horizontal coordinates were established by GPS observations
 FY0776.and adjusted by the National Geodetic Survey in March 1999..
 FY0776
 FY0776.The orthometric height was determined by differential leveling
 FY0776.and adjusted by the National Geodetic Survey in 1992..
 FY0776.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FY0776.rate of 4.1 thru 8.0 mm/km.
 FY0776
 FY0776.Photographs are available for this station.
 FY0776
 FY0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY0776
 FY0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0776
 FY0776.The ellipsoidal height was determined by GPS observations
 FY0776.and is referenced to NAD 83.
 FY0776
 FY0776.The geoid height was determined by GEOID03.
 FY0776
 FY0776.The dynamic height is computed by dividing the NAVD 88
 FY0776.geopotential number by the normal gravity value computed on the
 FY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0776.degrees latitude (g = 980.6199 gals.).
 FY0776
 FY0776.The modeled gravity was interpolated from observed gravity values.
 FY0776
 FY0776;                    North         East     Units Scale Factor Converg.
 FY0776;SPC VA S     - 1,027,137.302 3,425,200.630   MT  1.00004034   -0 30 25.9
 FY0776;SPC VA S     - 3,369,866.30 11,237,512.40   sFT  1.00004034   -0 30 25.9
 FY0776;SPC NC       -   313,445.743   579,552.133   MT  1.00013955   -0 11 37.5
 FY0776;SPC NC       - 1,028,363.24  1,901,413.96   sFT  1.00013955   -0 11 37.5
 FY0776;UTM  17      - 4,049,003.546   648,911.099   MT  0.99987320   +0 59 30.9
 FY0776
 FY0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0776!SPC VA S     -   0.99997810  x   1.00004034  =   1.00001844
 FY0776!SPC NC       -   0.99997810  x   1.00013955  =   1.00011764
 FY0776!UTM  17      -   0.99997810  x   0.99987320  =   0.99985130
 FY0776
 FY0776:                Primary Azimuth Mark                     Grid Az
 FY0776:SPC VA S     -  DAN E                                    195 59 45.4
 FY0776:SPC NC       -  DAN E                                    195 40 57.0
 FY0776:UTM  17      -  DAN E                                    194 29 48.6
 FY0776
 FY0776|---------------------------------------------------------------------|
 FY0776| PID    Reference Object                     Distance      Geod. Az  |
 FY0776|                                                           dddmmss.s |
 FY0776| AH8544 DAN E                               APPROX. 0.5 KM 1952919.5 |
 FY0776|---------------------------------------------------------------------|
 FY0776
 FY0776                          SUPERSEDED SURVEY CONTROL
 FY0776
 FY0776  ELLIP H (03/18/99)  139.45   (m)                       GP(       ) 4 1
 FY0776  NAD 83(1993)-  36 34 29.58393(N)    079 20 08.44794(W) AD(       ) 2
 FY0776  ELLIP H (09/08/95)  139.65   (m)                       GP(       ) 4 2
 FY0776  NAD 83(1986)-  36 34 29.58907(N)    079 20 08.45015(W) AD(       ) 2
 FY0776  NGVD 29 (??/??/92)  171.491  (m)          562.63   (f) ADJ UNCH    2 0
 FY0776
 FY0776.Superseded values are not recommended for survey control.
 FY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0776.See file dsdata.txt to determine how the superseded data were derived.
 FY0776
 FY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4891149004(NAD 83)
 FY0776_MARKER: DT = TOPOGRAPHIC STATION DISK
 FY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0776_SP_SET: CONCRETE POST
 FY0776_STAMPING: ARP 1959
 FY0776_MARK LOGO: CGS   
 FY0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0776+STABILITY: SURFACE MOTION
 FY0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0776+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 FY0776
 FY0776  HISTORY     - Date     Condition        Report By
 FY0776  HISTORY     - 1959     MONUMENTED       CGS
 FY0776  HISTORY     - 1964     GOOD             NGS
 FY0776  HISTORY     - 1969     GOOD             NGS
 FY0776  HISTORY     - 1974     GOOD             NGS
 FY0776  HISTORY     - 19901222 GOOD
 FY0776  HISTORY     - 19910110 GOOD             RSA
 FY0776  HISTORY     - 19920615 GOOD             NGS
 FY0776  HISTORY     - 19990114 GOOD             NGS
 FY0776  HISTORY     - 19991130 GOOD             NGS
 FY0776
 FY0776                          STATION DESCRIPTION
 FY0776
 FY0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FY0776'2.4 MI E FROM DANVILLE.
 FY0776'LOCATED ON THE DANVILLE MUNICIPAL AIRPORT FIELD, ABOUT 1200 FEET
 FY0776'EAST OF THE TERMINAL BUILDING, IN A GRASSY AREA FORMED BY THE
 FY0776'INTERSECTION OF THE THREE RUNWAYS, 338 FEET EAST OF THE EAST
 FY0776'EDGE OF RUNWAY 2-20, 15.7 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 FY0776'RUNWAY 6-24, 103.6 FEET SOUTHWEST OF RUNWAY LIGHT NO. 137, AND
 FY0776'90.3 FEET NORTHEAST OF RUNWAY LIGHT NO. 139.  A STANDARD TOPOGRAPHIC
 FY0776'STATION DISK, STAMPED ARP 1959, AND SET IN THE TOP OF A CONCRETE
 FY0776'MONUMENT FLUSH WITH THE GROUND.  NOTE-- LIGHT 137 AND 139 ARE
 FY0776'DESTROYED BUT CONCRETE BASIS ARE STILL IN THE GROUND FLUSH.
 FY0776
 FY0776                          STATION RECOVERY (1969)
 FY0776
 FY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FY0776'RECOVERED IN GOOD CONDITION.
 FY0776
 FY0776                          STATION RECOVERY (1974)
 FY0776
 FY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FY0776'RECOVERED IN GOOD CONDITION.
 FY0776
 FY0776                          STATION RECOVERY (1990)
 FY0776
 FY0776'RECOVERED 1990
 FY0776'RECOVERED IN GOOD CONDITION.
 FY0776
 FY0776                          STATION RECOVERY (1991)
 FY0776
 FY0776'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 1991
 FY0776'TO REACH THE STATION ARP 1959 FROM THE INTERSECTION OF U.S. ROUTE 58
 FY0776'AND STATE ROUTE 729, PROCEED WESTERLY ALONG U.S.ROUTE 58
 FY0776'APPROXIMATELY 0.18 KM (0.11 MI) TO THE INTERSECTION OF U.S. ROUTE 58
 FY0776'AND AIRPORT ROAD.  TURN SOUTH ONTO AIRPORT ROAD AND TRAVEL 0.6 KM
 FY0776'(0.4 MI) TO THE AIRPORT TERMINAL.  THE STATION IS LOCATED WEST OF
 FY0776'RUNWAY 24-6 IN A GRASSY AREA.
 FY0776'STATION ARP 1959 IS A STANDARD BRASS DISK SET IN CONCRETE FLUSH WITH
 FY0776'THE GROUND SURFACE, STAMPED ARP 1959.  THE DISK IS LOCATED 4.72 M
 FY0776'(15.49 FT) WEST OF THE WEST EDGE OF THE RUNWAY, AND APPROX. 81.99 M
 FY0776'(269.00 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY TO RUNWAY 31.
 FY0776
 FY0776                          STATION RECOVERY (1992)
 FY0776
 FY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FY0776'LOCATED ON THE AIRPORT, ABOUT 1200 FT (365.8 M) EAST OF THE TERMINAL
 FY0776'BUILDING, IN A GRASSY AREA FORMED BY THE INTERSECTION OF TWO RUNWAYS
 FY0776'AND A TAXIWAY, 338 FT (103.0 M) ESE OF THE EDGE OF RUNWAY 2-20, 15.7
 FY0776'FT (4.8 M) NW OF THE EDGE OF RUNWAY 6.24, 41.35 FT (12.60 M) SW OF RWY
 FY0776'LT, 145, AND 127.35 FT (38.82 M) NE OF RWY LT 147.  A STANDARD DISK
 FY0776'STAMPED ARP 1959 IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE
 FY0776'GROUD.
 FY0776
 FY0776                          STATION RECOVERY (1999)
 FY0776
 FY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 FY0776'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF DANVILLE AT THE
 FY0776'DANVILLE REGIONAL AIRPORT, NEAR MIDFIELD, IN A GRASS TRINGLE CREATED
 FY0776'BY THE JUNCTION OF RUNWAY 2-20, TAXIS F AND E (OLD RUNWAY 6-24) , AND
 FY0776'NEAR THE NORTH EDGE OF TAXI E.  OWNERSHIP--CITY OF DANVILLE, 424
 FY0776'AIRPORT DRIVE, DANVILLE, VA 24540.  AIRPORT MANAGER IS MARK ADELMAN.
 FY0776'PHONE 804-799-5110.  MAINTENANCE SUPERVISOR IS LANE ROGERS.  PHONE
 FY0776'804-799-6475.  CONTACT ONE OF THEM IN ADVANCE FOR PERMISSION TO OCCUPY
 FY0776'THIS STATION AND FOR ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 FY0776'THE OVERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 29 AND 58 (SOUTH BOSTON
 FY0776'ROAD) ON THE EAST SIDE OF DANVILLE, GO EAST ON HIGHWAY 58 FOR 1.37 KM
 FY0776'(0.85 MI) TO THE JUNCTION OF AIRPORT DRIVE ON THE RIGHT. TURN RIGHT,
 FY0776'SOUTHEAST ON THE ROAD FOR 0.48 KM (0.30 MI) TO THE ENTRANCE ROAD TO
 FY0776'THE TERMINAL ON THE LEFT.  TURN LEFT, EAST, PASSING BETWEEN THE
 FY0776'TERMINAL AND A HANGAR FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AT THE
 FY0776'APRON.  PASS THROUGH THE GATE AND CONTINUE EAST ACROSS THE APRON FOR
 FY0776'0.12 KM (0.05 MI) TO THE JUNCTION OF TAXIS A (PARALLEL TAXI FOR RUNWAY
 FY0776'2-20) AND F (MIDFIELD CONNECTOR TAXI LEADING TO RUNWAY END 31) .
 FY0776'CONTINUE AHEAD, EAST-SOUTHEAST, ON TAXI F CROSSING RUNWAY 2-20 FOR
 FY0776'0.32 KM (0.20 MI) TO A Y-JUNCTION OF TAXIS.  BEAR RIGHT, SOUTHEAST, ON
 FY0776'TAXI F FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF TAXI E.  TURN RIGHT,
 FY0776'WEST-SOUTHWEST, ON TAXI E FOR 0.13 KM (0.10 MI) TO THE STATION ON THE
 FY0776'RIGHT.  THE STATION IS A SURVEY DISK SET FLUSH IN THE TOP OF A 25 CM
 FY0776'ROUND CONCRETE POST RECESSED 2 CM BELOW THE GROUND.  IT IS 90.5 M
 FY0776'(296.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF TAXI F, 73.7 M (241.8 FT)
 FY0776'SOUTH-SOUTHEAST OF THE CENTER OF A SIGN FOR TAXI F AND RUNWAY 2-20,
 FY0776'71.7 M (235.2 FT) SOUTH OF THE CENTER OF THE EAST 1 OF 4 PAPI LIGHTS,
 FY0776'56.5 M (185.4 FT) SOUTHEAST OF ARP 2, 37.8 M (124.0 FT) SOUTH OF THE
 FY0776'CENTER OF A STEEL DRAIN, 28.0 M (91.9 FT) NORTH-NORTHWEST OF THE
 FY0776'CENTER OF TAXI E, AND 4.7 M (15.4 FT) NORTH-NORTHWEST OF THE PAVED
 FY0776'EDGE OF TAXI E.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 FY0776'DESCRIBED BY D.G.  AUG
 FY0776
 FY0776                          STATION RECOVERY (1999)
 FY0776
 FY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 FY0776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8544 ***********************************************************************
 AH8544  PACS        -  This is a Primary Airport Control Station.
 AH8544  DESIGNATION -  DAN E
 AH8544  PID         -  AH8544
 AH8544  STATE/COUNTY-  VA/PITTSYLVANIA
 AH8544  USGS QUAD   -  RINGGOLD (1985)
 AH8544
 AH8544                         *CURRENT SURVEY CONTROL
 AH8544  ___________________________________________________________________
 AH8544* NAD 83(1993)-  36 34 12.62966(N)    079 20 14.27231(W)     ADJUSTED  
 AH8544* NAVD 88     -       175.96   (meters)     577.3    (feet)  GPS OBS   
 AH8544  ___________________________________________________________________
 AH8544  X           -     948,942.393 (meters)                     COMP
 AH8544  Y           -  -5,040,117.475 (meters)                     COMP
 AH8544  Z           -   3,779,277.477 (meters)                     COMP
 AH8544  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AH8544  ELLIP HEIGHT-         144.25  (meters)          (12/23/03) GPS OBS
 AH8544  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AH8544
 AH8544  HORZ ORDER  -  B
 AH8544  ELLP ORDER  -  THIRD     CLASS I
 AH8544
 AH8544.This mark is at Danville Airport (DAN)
 AH8544
 AH8544.The horizontal coordinates were established by GPS observations
 AH8544.and adjusted by the National Geodetic Survey in March 1999..
 AH8544
 AH8544.The orthometric height was determined by GPS observations and a
 AH8544.high-resolution geoid model.
 AH8544
 AH8544.GPS derived orthometric heights for airport stations designated as
 AH8544.PACS or SACS are published to 2 decimal places.  This maintains
 AH8544.centimeter relative accuracy between the PACS and SACS.  It does
 AH8544.not indicate centimeter accuracy relative to other marks which are
 AH8544.part of the NAVD 88 network.
 AH8544
 AH8544.Photographs are available for this station.
 AH8544
 AH8544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8544
 AH8544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8544
 AH8544.The ellipsoidal height was determined by GPS observations
 AH8544.and is referenced to NAD 83.
 AH8544
 AH8544.The geoid height was determined by GEOID03.
 AH8544
 AH8544;                    North         East     Units Scale Factor Converg.
 AH8544;SPC VA S     - 1,026,615.981 3,425,051.184   MT  1.00004147   -0 30 29.4
 AH8544;SPC VA S     - 3,368,155.93 11,237,022.09   sFT  1.00004147   -0 30 29.4
 AH8544;UTM  17      - 4,048,478.582   648,775.365   MT  0.99987270   +0 59 27.0
 AH8544
 AH8544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8544!SPC VA S     -   0.99997736  x   1.00004147  =   1.00001883
 AH8544!UTM  17      -   0.99997736  x   0.99987270  =   0.99985006
 AH8544
 AH8544:                Primary Azimuth Mark                     Grid Az
 AH8544:SPC VA S     -  DAN ARP                                  015 59 45.4
 AH8544:UTM  17      -  DAN ARP                                  014 29 49.0
 AH8544
 AH8544|---------------------------------------------------------------------|
 AH8544| PID    Reference Object                     Distance      Geod. Az  |
 AH8544|                                                           dddmmss.s |
 AH8544| FY0776 DAN ARP                             APPROX. 0.5 KM 0152916.0 |
 AH8544|---------------------------------------------------------------------|
 AH8544
 AH8544                          SUPERSEDED SURVEY CONTROL
 AH8544
 AH8544  ELLIP H (03/18/99)  144.14   (m)                       GP(       ) 1 1
 AH8544
 AH8544.Superseded values are not recommended for survey control.
 AH8544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8544.See file dsdata.txt to determine how the superseded data were derived.
 AH8544
 AH8544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4877548479(NAD 83)
 AH8544_MARKER: F = FLANGE-ENCASED ROD
 AH8544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8544_STAMPING: DAN E 1999
 AH8544_MARK LOGO: NGS   
 AH8544_PROJECTION: RECESSED 3 CENTIMETERS
 AH8544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8544+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AH8544_ROD/PIPE-DEPTH: 14.2 meters
 AH8544_SLEEVE-DEPTH  : 0.90 meters
 AH8544
 AH8544  HISTORY     - Date     Condition        Report By
 AH8544  HISTORY     - 1999     MONUMENTED       NGS
 AH8544  HISTORY     - 19991130 GOOD             NGS
 AH8544  HISTORY     - 20050223 GOOD             RICCRO
 AH8544
 AH8544                          STATION DESCRIPTION
 AH8544
 AH8544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH8544'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF DANVILLE AT THE
 AH8544'DANVILLE REGIONAL AIRPORT, IN THE SOUTHERN PART OF THE AIRFIELD, ABOUT
 AH8544'850 M (2788.7 FT) NORTHEAST OF RUNWAY END 2, ON THE HIGHEST POINT OF A
 AH8544'PROMINENT HILL ABOUT 50 M (164.0 FT) NORTH OF THE VOR, AND ACROSS THE
 AH8544'CHAIN LINK FENCE FROM THE VOR.  OWNERSHIP--CITY OF DANVILLE, 424
 AH8544'AIRPORT DRIVE, DANVILLE, VA 24540.  AIRPORT MANAGER IS MARK ADELMAN.
 AH8544'PHONE 804-799-5110.  MAINTENANCE SUPERVISOR IS LANE ROGERS.  PHONE
 AH8544'804-799-6475.  CONTACT ONE OF THEM IN ADVANCE FOR PERMISSION TO OCCUPY
 AH8544'THIS STATION AND FOR ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 AH8544'THE OVERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 29 AND 58 (SOUTH BOSTON
 AH8544'ROAD) ON THE EAST SIDE OF DANVILLE, GO EAST ON HIGHWAY 58 FOR 1.37 KM
 AH8544'(0.85 MI) TO THE JUNCTION OF AIRPORT DRIVE ON THE RIGHT.  TURN RIGHT,
 AH8544'SOUTHEAST ON THE ROAD FOR 0.48 KM (0.30 MI) TO THE ENTRANCE ROAD TO
 AH8544'THE TERMINAL ON THE LEFT.  TURN LEFT, EAST, PASSING BETWEEN THE
 AH8544'TERMINAL AND A HANGAR FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AT THE
 AH8544'APRON.  PASS THROUGH THE GATE AND CONTINUE EAST ACROSS THE APRON FOR
 AH8544'0.12 KM (0.05 MI) TO THE JUNCTION OF TAXIS A (PARALLEL TAXI FOR RUNWAY
 AH8544'2-20) AND F (MIDFIELD CONNECTOR TAXI AND TAXI TO RUNWAY END 31) .
 AH8544'TURN RIGHT, SOUTH-SOUTHWEST, ALONG TAXI A FOR 0.48 KM (0.30 MI) TO THE
 AH8544'JUNCTION OF TAXI D ON THE LEFT. TURN LEFT, EAST-SOUTHEAST ALONG TAXI D
 AH8544'CROSSING RUNWAY 2-20 FOR 0.24 KM (0.15 MI) TO THE EAST SIDE OF THE
 AH8544'RUNWAY.  BEAR LEFT, EAST, ACROSS GRASS AND UPHILL FOR 0.24 KM (0.15
 AH8544'MI) TO THE TOP OF THE HILL AND THE STATION.  THE STATION IS A PUNCH
 AH8544'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AH8544'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AH8544'SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT IS 133.8 M
 AH8544'(439.0 FT) EAST-SOUTHEAST OF AND ABOUT 15 M (49.2 FT) HIGHER THAN THE
 AH8544'RUNWAY CENTER, 110.9 M (363.8 FT) EAST-SOUTHEAST OF THE RUNWAY EDGE,
 AH8544'101.4 M (332.7 FT) SOUTHEAST OF THE 3000 FOOT (914.4 M) SIGN ALONG THE
 AH8544'RUNWAY, 34.1 M (111.9 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST
 AH8544'IN THE PERIMETER FENCE, AND 14.8 M (48.6 FT) NORTH-NORTHEAST OF THE
 AH8544'EXTENDED LINE OF THE 15TH SET OF RUNWAY LIGHTS FROM RUNWAY END 2.
 AH8544'THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .  DESCRIBED BY
 AH8544'D.G.  AUG
 AH8544
 AH8544                          STATION RECOVERY (1999)
 AH8544
 AH8544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH8544'RECOVERED AS DESCRIBED.
 AH8544
 AH8544                          STATION RECOVERY (2005)
 AH8544
 AH8544'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2005 (RRL)
 AH8544'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8551 ***********************************************************************
 AH8551  SACS        -  This is a Secondary Airport Control Station.
 AH8551  DESIGNATION -  DAN F
 AH8551  PID         -  AH8551
 AH8551  STATE/COUNTY-  VA/PITTSYLVANIA
 AH8551  USGS QUAD   -  RINGGOLD (1985)
 AH8551
 AH8551                         *CURRENT SURVEY CONTROL
 AH8551  ___________________________________________________________________
 AH8551* NAD 83(1993)-  36 34 47.59493(N)    079 20 04.11355(W)     ADJUSTED  
 AH8551* NAVD 88     -       169.10   (meters)     554.8    (feet)  GPS OBS   
 AH8551  ___________________________________________________________________
 AH8551  X           -     949,070.738 (meters)                     COMP
 AH8551  Y           -  -5,039,434.157 (meters)                     COMP
 AH8551  Z           -   3,780,138.961 (meters)                     COMP
 AH8551  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AH8551  ELLIP HEIGHT-         137.38  (meters)          (03/08/04) GPS OBS
 AH8551  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AH8551
 AH8551  HORZ ORDER  -  FIRST
 AH8551  ELLP ORDER  -  FOURTH    CLASS I
 AH8551
 AH8551.This mark is at Danville Airport (DAN)
 AH8551
 AH8551.The horizontal coordinates were established by GPS observations
 AH8551.and adjusted by the National Geodetic Survey in March 1999..
 AH8551
 AH8551.The orthometric height was determined by GPS observations and a
 AH8551.high-resolution geoid model.
 AH8551
 AH8551.GPS derived orthometric heights for airport stations designated as
 AH8551.PACS or SACS are published to 2 decimal places.  This maintains
 AH8551.centimeter relative accuracy between the PACS and SACS.  It does
 AH8551.not indicate centimeter accuracy relative to other marks which are
 AH8551.part of the NAVD 88 network.
 AH8551
 AH8551.Photographs are available for this station.
 AH8551
 AH8551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8551
 AH8551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8551
 AH8551.The ellipsoidal height was determined by GPS observations
 AH8551.and is referenced to NAD 83.
 AH8551
 AH8551.The geoid height was determined by GEOID03.
 AH8551
 AH8551;                    North         East     Units Scale Factor Converg.
 AH8551;SPC VA S     - 1,027,691.548 3,425,313.299   MT  1.00003915   -0 30 23.3
 AH8551;SPC VA S     - 3,371,684.69 11,237,882.05   sFT  1.00003915   -0 30 23.3
 AH8551;UTM  17      - 4,049,560.456   649,009.212   MT  0.99987356   +0 59 33.9
 AH8551
 AH8551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8551!SPC VA S     -   0.99997844  x   1.00003915  =   1.00001759
 AH8551!UTM  17      -   0.99997844  x   0.99987356  =   0.99985200
 AH8551
 AH8551                          SUPERSEDED SURVEY CONTROL
 AH8551
 AH8551  ELLIP H (03/18/99)  137.28   (m)                       GP(       ) 4 1
 AH8551
 AH8551.Superseded values are not recommended for survey control.
 AH8551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8551.See file dsdata.txt to determine how the superseded data were derived.
 AH8551
 AH8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4900949560(NAD 83)
 AH8551_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8551_STAMPING: DAN F 1999
 AH8551_MARK LOGO: NGS   
 AH8551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8551+STABILITY: SURFACE MOTION
 AH8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8551+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1999
 AH8551
 AH8551  HISTORY     - Date     Condition        Report By
 AH8551  HISTORY     - 1999     MONUMENTED       NGS
 AH8551  HISTORY     - 19991130 GOOD             NGS
 AH8551
 AH8551                          STATION DESCRIPTION
 AH8551
 AH8551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH8551'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF DANVILLE AT THE
 AH8551'DANVILLE REGIONAL AIRPORT, IN THE NORTHERN PART OF THE AIRFIELD, IN
 AH8551'GRASS ALONG RUNWAY END 20 AND IN LINE WITH THE RUNWAY END.
 AH8551'OWNERSHIP--CITY OF DANVILLE, 424 AIRPORT DRIVE, DANVILLE, VA 24540.
 AH8551'AIRPORT MANAGER IS MARK ADELMAN.  PHONE 804-799-5110.  MAINTENANCE
 AH8551'SUPERVISOR IS LANE ROGERS.  PHONE 804-799-6475.  CONTACT ONE OF THEM
 AH8551'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS
 AH8551'THROUGH THE LOCKED GATE.  TO REACH FROM THE OVERPASS AT THE JUNCTION
 AH8551'OF U.S.  HIGHWAYS 29 AND 58 (SOUTH BOSTON ROAD) ON THE EAST SIDE OF
 AH8551'DANVILLE, GO EAST ON HIGHWAY 58 FOR 1.37 KM (0.85 MI) TO THE JUNCTION
 AH8551'OF AIRPORT DRIVE ON THE RIGHT.  TURN RIGHT, SOUTHEAST ON THE ROAD FOR
 AH8551'0.48 KM (0.30 MI) TO THE ENTRANCE ROAD TO THE TERMINAL ON THE LEFT.
 AH8551'TURN LEFT, EAST, PASSING BETWEEN THE TERMINAL AND A HANGAR FOR 0.1 KM
 AH8551'(0.05 MI) TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE GATE AND
 AH8551'CONTINUE EAST ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE JUNCTION
 AH8551'OF TAXIS A (PARALLEL TAXI FOR RUNWAY 2-20) AND F (MIDFIELD CONNECTOR
 AH8551'TAXI AND TAXI TO RUNWAY END 31) .  TURN LEFT, NORTH-NORTHEAST ALONG
 AH8551'TAXI A FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF RUNWAY 13-31.  CROSS
 AH8551'THE RUNWAY AND CONTINUE NORTH-NORTHEAST ALONG TAXI A FOR 0.48 KM (0.30
 AH8551'MI) TO THE JUNCTION OF THE DISPLACED END FOR RUNWAY END 20 AND THE
 AH8551'STATION AHEAD.  THE STATION IS A SURVEY DISK SET FLUSH IN THE TOP OF A
 AH8551'30 CM ROUND CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS 50.4
 AH8551'M (165.4 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE DISPLACED
 AH8551'END, 47.3 M (155.2 FT) SOUTHEAST OF THE EAST 1 OF 4 THRESHOLD LIGHTS,
 AH8551'27.1 M (88.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF A STEEL DRAIN AT THE
 AH8551'CORNER OF THE CUTBANK AROUND THE DISPLACED END, 6.3 M (20.7 FT)
 AH8551'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST NEAR THE TOP OF THE
 AH8551'CUTBANK, AND 4.5 M (14.8 FT) WEST-NORTHWEST OF THE TOP OF THE CUTBANK.
 AH8551'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) . DESCRIBED BY D.G.
 AH8551'AUG
 AH8551
 AH8551                          STATION RECOVERY (1999)
 AH8551
 AH8551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH8551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4566 ***********************************************************************
 HV4566  DESIGNATION -  DAN USE 1924
 HV4566  PID         -  HV4566
 HV4566  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4566  USGS QUAD   -  ALEXANDRIA (1994)
 HV4566
 HV4566                         *CURRENT SURVEY CONTROL
 HV4566  ___________________________________________________________________
 HV4566* NAD 83(1993)-  38 48 32.50392(N)    077 02 21.25925(W)     ADJUSTED  
 HV4566* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV4566  ___________________________________________________________________
 HV4566  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 HV4566  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV4566
 HV4566  HORZ ORDER  -  SECOND
 HV4566
 HV4566.The horizontal coordinates were established by classical geodetic methods
 HV4566.and adjusted by the National Geodetic Survey in November 1994..
 HV4566
 HV4566.The orthometric height was scaled from a topographic map.
 HV4566
 HV4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4566
 HV4566.The geoid height was determined by GEOID03.
 HV4566
 HV4566;                    North         East     Units Scale Factor Converg.
 HV4566;SPC VA N     - 2,127,811.024 3,626,868.755   MT  0.99995396   +0 54 42.1
 HV4566;SPC VA N     - 6,980,993.33 11,899,151.91   sFT  0.99995396   +0 54 42.1
 HV4566;SPC MD       -   126,807.587   396,591.945   MT  0.99995052   -0 01 28.7
 HV4566;SPC MD       -   416,034.56  1,301,152.07   sFT  0.99995052   -0 01 28.7
 HV4566;UTM  18      - 4,297,559.917   322,936.957   MT  0.99998607   -1 16 42.2
 HV4566
 HV4566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4566!SPC VA N     -   1.00000462  x   0.99995396  =   0.99995858
 HV4566!SPC MD       -   1.00000462  x   0.99995052  =   0.99995514
 HV4566!UTM  18      -   1.00000462  x   0.99998607  =   0.99999069
 HV4566
 HV4566:                Primary Azimuth Mark                     Grid Az
 HV4566:SPC VA N     -  D USE 1924                               188 11 41.1
 HV4566:SPC MD       -  D USE 1924                               189 07 51.9
 HV4566:UTM  18      -  D USE 1924                               190 23 05.4
 HV4566
 HV4566|---------------------------------------------------------------------|
 HV4566| PID    Reference Object                     Distance      Geod. Az  |
 HV4566|                                                           dddmmss.s |
 HV4566| HV4565 D USE 1924                          APPROX. 0.9 KM 1890623.2 |
 HV4566| HV4577 F USE 1924                          228.952 METERS 34031     |
 HV4566|---------------------------------------------------------------------|
 HV4566
 HV4566                          SUPERSEDED SURVEY CONTROL
 HV4566
 HV4566  NAD 83(1993)-  38 48 32.50223(N)    077 02 21.26068(W) AD(       ) 2
 HV4566  NAD 83(1986)-  38 48 32.50234(N)    077 02 21.27206(W) AD(       ) 2
 HV4566  NAD 27      -  38 48 32.09100(N)    077 02 22.34500(W) AD(       ) 2
 HV4566
 HV4566.Superseded values are not recommended for survey control.
 HV4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4566.See file dsdata.txt to determine how the superseded data were derived.
 HV4566
 HV4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2293797560(NAD 83)
 HV4566
 HV4566  HISTORY     - Date     Condition        Report By
 HV4566  HISTORY     - 1924     MONUMENTED       USE
 HV4566  HISTORY     - 1940     GOOD             CGS
 HV4566  HISTORY     - 1946     GOOD             CGS
 HV4566  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4566
 HV4566                          STATION DESCRIPTION
 HV4566
 HV4566'DESCRIBED BY US ENGINEERS 1924 (EWE)
 HV4566'ON THE WESTERN SIDE OF THE POTOMAC RIVER NEAR THE NORTHERN
 HV4566'LIMITS OF THE CITY OF ALEXANDRIA, 25 METERS N OF THE INTERSECTION
 HV4566'OF UNION AND ORONOCO STREETS, 2 METERS E OF THE EASTERN RAIL
 HV4566'OF THE MAIN TRACKS (THERE IS A SPUR RUNNING INTO THE ACID
 HV4566'PLANT AT THIS POINT).  STATION IS 42 METERS N OF THE WATER
 HV4566'HYDRANT ON THE SE CORNER OF THE STREET.
 HV4566
 HV4566                          STATION RECOVERY (1940)
 HV4566
 HV4566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (TMP)
 HV4566'STATION RECOVERED.  THIS MARK IS A CORPS OF ENGINEERS DISK
 HV4566'IN A BOULDER, FLUSH WITH THE GROUND SURFACE.
 HV4566
 HV4566                          STATION RECOVERY (1946)
 HV4566
 HV4566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV4566'STATION IS MARKED BY A BRONZE U.S.E.D. DISK CEMENTED IN THE
 HV4566'TOP OF A TRIANGULAR ROCK ABOUT 2 FEET ON A SIDE AND PROJECTING
 HV4566'0.2 FOOT ABOVE SURFACE OF GROUND.  OTHERWISE, THE STATION WAS
 HV4566'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 HV4566
 HV4566                          STATION RECOVERY (1996)
 HV4566
 HV4566'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4670 ***********************************************************************
 GV4670  DESIGNATION -  DANCING PAVILLION EAST GABLE
 GV4670  PID         -  GV4670
 GV4670  STATE/COUNTY-  VA/SURRY
 GV4670  USGS QUAD   -  CLAREMONT (1986)
 GV4670
 GV4670                         *CURRENT SURVEY CONTROL
 GV4670  ___________________________________________________________________
 GV4670* NAD 83(1993)-  37 13 52.38356(N)    076 57 14.80457(W)     ADJUSTED  
 GV4670* NAVD 88     -                                                        
 GV4670  ___________________________________________________________________
 GV4670  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 GV4670  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 GV4670
 GV4670  HORZ ORDER  -  THIRD
 GV4670
 GV4670.The horizontal coordinates were established by classical geodetic methods
 GV4670.and adjusted by the National Geodetic Survey in September 1995..
 GV4670
 GV4670
 GV4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4670
 GV4670.The geoid height was determined by GEOID03.
 GV4670
 GV4670;                    North         East     Units Scale Factor Converg.
 GV4670;SPC VA S     - 1,100,765.296 3,637,171.031   MT  0.99994822   +0 56 17.7
 GV4670;SPC VA S     - 3,611,427.48 11,932,951.96   sFT  0.99994822   +0 56 17.7
 GV4670;UTM  18      - 4,122,311.544   326,649.564   MT  0.99997018   -1 10 57.3
 GV4670
 GV4670                          SUPERSEDED SURVEY CONTROL
 GV4670
 GV4670  NAD 83(1986)-  37 13 52.38721(N)    076 57 14.82585(W) AD(       ) 4
 GV4670  NAD 27      -  37 13 51.85000(N)    076 57 15.94900(W) AD(       ) 3
 GV4670
 GV4670.Superseded values are not recommended for survey control.
 GV4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4670.See file dsdata.txt to determine how the superseded data were derived.
 GV4670
 GV4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2665022312(NAD 83)
 GV4670_MARKER: 81 = GABLE
 GV4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4670+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV4670
 GV4670  HISTORY     - Date     Condition        Report By
 GV4670  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4670  HISTORY     - 1942     GOOD             CGS
 GV4670  HISTORY     - 19970308 GOOD             USPSQD
 GV4670  HISTORY     - 20020223 GOOD             USPSQD
 GV4670
 GV4670                          STATION DESCRIPTION
 GV4670
 GV4670'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4670'THIS IS THE EAST GABLE OF A DANCING PAVILION, WHICH IS LOCATED
 GV4670'ON SLOOP POINT ON THE SOUTH SIDE OF THE JAMES RIVER, ON SHORE
 GV4670'AT THE INNER END OF THE CLAREMONT FERRY WHARF.  IT IS ON
 GV4670'THE NORTHWEST SIDE OF THE APPROACH TO THE FERRY WHARF, AND
 GV4670'AT PRESENT IS A PROMINENT WHITE BUILDING.
 GV4670
 GV4670                          STATION RECOVERY (1942)
 GV4670
 GV4670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4670'1938 DESCRIPTION ADEQUATE.
 GV4670
 GV4670                          STATION RECOVERY (1997)
 GV4670
 GV4670'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4670'RECOVERED IN GOOD CONDITION.
 GV4670
 GV4670                          STATION RECOVERY (2002)
 GV4670
 GV4670'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4671 ***********************************************************************
 GV4671  DESIGNATION -  DANCING POINT
 GV4671  PID         -  GV4671
 GV4671  STATE/COUNTY-  VA/CHARLES CITY
 GV4671  USGS QUAD   -  CLAREMONT (1986)
 GV4671
 GV4671                         *CURRENT SURVEY CONTROL
 GV4671  ___________________________________________________________________
 GV4671* NAD 83(1993)-  37 13 59.86565(N)    076 55 01.21926(W)     ADJUSTED  
 GV4671* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4671  ___________________________________________________________________
 GV4671  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 GV4671  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 GV4671
 GV4671  HORZ ORDER  -  THIRD
 GV4671
 GV4671.The horizontal coordinates were established by classical geodetic methods
 GV4671.and adjusted by the National Geodetic Survey in September 1995..
 GV4671
 GV4671.The orthometric height was scaled from a topographic map.
 GV4671
 GV4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4671
 GV4671.The geoid height was determined by GEOID03.
 GV4671
 GV4671;                    North         East     Units Scale Factor Converg.
 GV4671;SPC VA S     - 1,101,050.477 3,640,459.471   MT  0.99994813   +0 57 38.7
 GV4671;SPC VA S     - 3,612,363.11 11,943,740.78   sFT  0.99994813   +0 57 38.7
 GV4671;UTM  18      - 4,122,474.833   329,946.356   MT  0.99995624   -1 09 36.7
 GV4671
 GV4671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4671!SPC VA S     -   1.00000550  x   0.99994813  =   0.99995363
 GV4671!UTM  18      -   1.00000550  x   0.99995624  =   0.99996174
 GV4671
 GV4671|---------------------------------------------------------------------|
 GV4671| PID    Reference Object                     Distance      Geod. Az  |
 GV4671|                                                           dddmmss.s |
 GV4671| DC6046 DANCING POINT RM 1                    5.353 METERS 00841     |
 GV4671| DC6050 DANCING POINT WM 3                    4.070 METERS 00906     |
 GV4671| DC6047 DANCING POINT RM 2                   23.600 METERS 00913     |
 GV4671| DC6049 DANCING POINT WM 2                    2.839 METERS 05138     |
 GV4671| GV4690 WHITE HOUSE WEST CHIMNEY OF 4       APPROX. 4.4 KM 1504246.8 |
 GV4671| GV4672 DANCING PT SHOAL CHAN F RNG LT      APPROX. 2.3 KM 1763746.9 |
 GV4671| GV4675 LONETREE                             88.988 METERS 18312     |
 GV4671| GV4687 WAREHOUSE                           APPROX. 2.9 KM 2654915.1 |
 GV4671| GV4678 RED ROOF HSE CHIM ON RIDGEPOLE      APPROX. 4.2 KM 2713200.1 |
 GV4671| GV4680 SAND                                APPROX. 2.1 KM 2832110.6 |
 GV4671| DC6048 DANCING POINT WM 1                    2.618 METERS 34020     |
 GV4671|---------------------------------------------------------------------|
 GV4671
 GV4671                          SUPERSEDED SURVEY CONTROL
 GV4671
 GV4671  NAD 83(1986)-  37 13 59.86858(N)    076 55 01.24051(W) AD(       ) 3
 GV4671  NAD 27      -  37 13 59.33100(N)    076 55 02.37000(W) AD(       ) 3
 GV4671
 GV4671.Superseded values are not recommended for survey control.
 GV4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4671.See file dsdata.txt to determine how the superseded data were derived.
 GV4671
 GV4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2994622475(NAD 83)
 GV4671_MARKER: DD = SURVEY DISK
 GV4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4671
 GV4671  HISTORY     - Date     Condition        Report By
 GV4671  HISTORY     - 1938     MONUMENTED       USE
 GV4671  HISTORY     - 1942     GOOD             CGS
 GV4671  HISTORY     - 1948     GOOD             CGS
 GV4671  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV4671  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV4671  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4671
 GV4671                          STATION DESCRIPTION
 GV4671
 GV4671'DESCRIBED BY US ENGINEERS 1938 (HEF)
 GV4671'THIS STATION IS ON THE NORTH SHORE OF THE JAMES RIVER, ON
 GV4671'DANCING POINT, WHICH IS A VERY SHARP, PROMINENT, WOODED POINT,
 GV4671'ABOUT 1 MILE SOUTHWEST OF THE MOUTH OF THE CHICKAHOMINY RIVER.
 GV4671'THE STATION SETS AMONG THE LARGE CYPRESS TREES ON THE POINT,
 GV4671'10 METERS NORTH OF THE EXTREME SOUTHERLY TIP OF THE POINT, AND
 GV4671'6-1/2 METERS EAST BY SOUTH OF THE GRASS LINE IN THE DIRECTION
 GV4671'OF SANDY POINT.  THE STATION IS MARKED BY A STANDARD MARK OF
 GV4671'THE NORFOLK DIVISION OF THE UNITED STATES ENGINEERS SET IN THE
 GV4671'SURFACE OF AN 8- BY 8- BY 24-INCH CONCRETE POST WHICH PROJECTS 5
 GV4671'INCHES ABOVE THE SURFACE OF THE GROUND.
 GV4671'
 GV4671'REFERENCE MARK NO. 1 IS A CROSS IN THE CENTER OF A METAL OBJECT
 GV4671'CEMENTED IN THE CENTER OF AN OCTAGONAL TILE WHICH IS FILLED WITH
 GV4671'AND SET IN A MASS OF CONCRETE.  THIS WAS ALSO REFERENCE MARK NO. 1
 GV4671'FOR STATION DANCING POINT, 1910.
 GV4671'
 GV4671'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GV4671'
 GV4671'WITNESS MARKS NO. 1, 2, AND 3 ARE LARGE CYPRESS TREES MARKED WITH
 GV4671'A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND EACH APEX OF THE
 GV4671'TRIANGLE.  WITNESS MARK NO. 3, THE
 GV4671'STATION MARK AND THE REFERENCE MARKS ARE ALL ABOUT ON LINE, AND
 GV4671'ABOUT ON THE CENTER LINE OF THE NARROW POINT.
 GV4671
 GV4671                          STATION RECOVERY (1942)
 GV4671
 GV4671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLP)
 GV4671'1938 DESCRIPTION ADEQUATE.  WITNESS MARK 3 IS GONE.
 GV4671
 GV4671                          STATION RECOVERY (1948)
 GV4671
 GV4671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4671'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND APPARENTLY
 GV4671'UNDISTURBED.  DESCRIPTION IS ADEQUATE AND CORRECT.  A CYPRESS
 GV4671'TREE WHICH WAS STRIPPED OF BRANCHES AND A TARGET NAILED ON IS
 GV4671'11.10 METERS FROM STATION S 11 DEG 59 MIN E.
 GV4671
 GV4671                          STATION RECOVERY (1996)
 GV4671
 GV4671'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV4671'MARK NOT FOUND.
 GV4671
 GV4671                          STATION RECOVERY (2000)
 GV4671
 GV4671'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4671'MARK NOT FOUND.
 GV4671
 GV4671                          STATION RECOVERY (2001)
 GV4671
 GV4671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4672 ***********************************************************************
 GV4672  DESIGNATION -  DANCING PT SHOAL CHAN F RNG LT
 GV4672  PID         -  GV4672
 GV4672  STATE/COUNTY-  VA/SURRY
 GV4672  USGS QUAD   -  CLAREMONT (1986)
 GV4672
 GV4672                         *CURRENT SURVEY CONTROL
 GV4672  ___________________________________________________________________
 GV4672* NAD 83(1993)-  37 12 43.80700(N)    076 54 55.61896(W)     ADJUSTED  
 GV4672* NAVD 88     -                                                        
 GV4672  ___________________________________________________________________
 GV4672  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 GV4672  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 GV4672
 GV4672  HORZ ORDER  -  THIRD
 GV4672
 GV4672.The horizontal coordinates were established by classical geodetic methods
 GV4672.and adjusted by the National Geodetic Survey in September 1995..
 GV4672
 GV4672
 GV4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4672
 GV4672.The geoid height was determined by GEOID03.
 GV4672
 GV4672;                    North         East     Units Scale Factor Converg.
 GV4672;SPC VA S     - 1,098,708.486 3,640,636.843   MT  0.99994906   +0 57 42.1
 GV4672;SPC VA S     - 3,604,679.42 11,944,322.71   sFT  0.99994906   +0 57 42.1
 GV4672;UTM  18      - 4,120,127.865   330,036.944   MT  0.99995586   -1 09 31.2
 GV4672
 GV4672                          SUPERSEDED SURVEY CONTROL
 GV4672
 GV4672  NAD 83(1986)-  37 12 43.81038(N)    076 54 55.64109(W) AD(       ) 4
 GV4672  NAD 27      -  37 12 43.27200(N)    076 54 56.77000(W) AD(       ) 3
 GV4672
 GV4672.Superseded values are not recommended for survey control.
 GV4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4672.See file dsdata.txt to determine how the superseded data were derived.
 GV4672
 GV4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3003720128(NAD 83)
 GV4672_MARKER: 14 = NAVIGATION LIGHT
 GV4672
 GV4672  HISTORY     - Date     Condition        Report By
 GV4672  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV4672  HISTORY     - 1942     GOOD             CGS
 GV4672  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV4672  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV4672
 GV4672                          STATION DESCRIPTION
 GV4672
 GV4672'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4672'LOCATED IN THE WATER ON THE SOUTHWEST SIDE OF THE JAMES RIVER
 GV4672'ABOUT 1.3 MILES SOUTH OF DANCING POINT.  STATION IS THE LIGHT ON
 GV4672'TOP OF THE WHITE BOX ON TOP OF A THREE-PILE WOODEN STRUCTURE,
 GV4672'BUILT BY THE UNITED STATES LIGHTHOUSE SERVICE IN 1927.
 GV4672'
 GV4672'DANCING POINT SHOAL CHANNEL FRONT RANGE LIGHT
 GV4672
 GV4672                          STATION RECOVERY (1942)
 GV4672
 GV4672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4672'1938 DESCRIPTION ADEQUATE.
 GV4672
 GV4672                          STATION RECOVERY (1997)
 GV4672
 GV4672'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4672'MARK NOT FOUND.
 GV4672
 GV4672                          STATION RECOVERY (2002)
 GV4672
 GV4672'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4567 ***********************************************************************
 HV4567  DESIGNATION -  DANGERFIELD
 HV4567  PID         -  HV4567
 HV4567  STATE/COUNTY-  VA/ARLINGTON
 HV4567  USGS QUAD   -  ALEXANDRIA (1994)
 HV4567
 HV4567                         *CURRENT SURVEY CONTROL
 HV4567  ___________________________________________________________________
 HV4567* NAD 83(1993)-  38 49 45.13074(N)    077 02 18.51903(W)     ADJUSTED  
 HV4567* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4567  ___________________________________________________________________
 HV4567  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HV4567  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV4567
 HV4567  HORZ ORDER  -  THIRD
 HV4567
 HV4567.The horizontal coordinates were established by classical geodetic methods
 HV4567.and adjusted by the National Geodetic Survey in November 1994..
 HV4567
 HV4567.The orthometric height was scaled from a topographic map.
 HV4567
 HV4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4567
 HV4567.The geoid height was determined by GEOID03.
 HV4567
 HV4567;                    North         East     Units Scale Factor Converg.
 HV4567;SPC VA N     - 2,130,051.261 3,626,899.207   MT  0.99995519   +0 54 43.8
 HV4567;SPC VA N     - 6,988,343.18 11,899,251.81   sFT  0.99995519   +0 54 43.8
 HV4567;UTM  18      - 4,299,797.422   323,053.010   MT  0.99998556   -1 16 42.5
 HV4567
 HV4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4567!SPC VA N     -   1.00000508  x   0.99995519  =   0.99996027
 HV4567!UTM  18      -   1.00000508  x   0.99998556  =   0.99999064
 HV4567
 HV4567:                Primary Azimuth Mark                     Grid Az
 HV4567:SPC VA N     -  COAL WHARF                               172 52 08.5
 HV4567:UTM  18      -  COAL WHARF                               175 03 34.8
 HV4567
 HV4567|---------------------------------------------------------------------|
 HV4567| PID    Reference Object                     Distance      Geod. Az  |
 HV4567|                                                           dddmmss.s |
 HV4567| HV4564 COAL WHARF                          APPROX. 1.7 KM 1734652.3 |
 HV4567| HV4588 HUNTER 1863                         APPROX. 1.9 KM 3571220.4 |
 HV4567|---------------------------------------------------------------------|
 HV4567
 HV4567                          SUPERSEDED SURVEY CONTROL
 HV4567
 HV4567  NAD 83(1993)-  38 49 45.12939(N)    077 02 18.52077(W) AD(       ) 3
 HV4567  NAD 83(1986)-  38 49 45.12912(N)    077 02 18.53158(W) AD(       ) 3
 HV4567  NAD 27      -  38 49 44.72200(N)    077 02 19.60800(W) AD(       ) 3
 HV4567
 HV4567.Superseded values are not recommended for survey control.
 HV4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4567.See file dsdata.txt to determine how the superseded data were derived.
 HV4567
 HV4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2305399797(NAD 83)
 HV4567
 HV4567  HISTORY     - Date     Condition        Report By
 HV4567  HISTORY     - 1863     MONUMENTED       CGS
 HV4567
 HV4567                          STATION DESCRIPTION
 HV4567
 HV4567'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CHB)
 HV4567'STATION IS ON THE DANGERFIELDS POINT AT ITS OUTPOINT ABOUT
 HV4567'1-1/2 MILES ABOVE ALEXANDRIA.  IT IS THIRD POINT BELOW LONG
 HV4567'BRIDGE.  IT IS 9.8 FEET FROM TULIP TREE AND 11.2 FEET FROM
 HV4567'SYCAMORE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4717 ***********************************************************************
 GV4717  DESIGNATION -  DANIELS
 GV4717  PID         -  GV4717
 GV4717  STATE/COUNTY-  VA/PRINCE GEORGE
 GV4717  USGS QUAD   -  BRANDON (1980)
 GV4717
 GV4717                         *CURRENT SURVEY CONTROL
 GV4717  ___________________________________________________________________
 GV4717* NAD 83(1993)-  37 16 18.63178(N)    076 59 37.89916(W)     ADJUSTED  
 GV4717* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4717  ___________________________________________________________________
 GV4717  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 GV4717  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 GV4717
 GV4717  HORZ ORDER  -  THIRD
 GV4717
 GV4717.The horizontal coordinates were established by classical geodetic methods
 GV4717.and adjusted by the National Geodetic Survey in September 1995..
 GV4717
 GV4717.The orthometric height was scaled from a topographic map.
 GV4717
 GV4717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4717
 GV4717.The geoid height was determined by GEOID03.
 GV4717
 GV4717;                    North         East     Units Scale Factor Converg.
 GV4717;SPC VA S     - 1,105,216.076 3,633,572.411   MT  0.99994679   +0 54 50.8
 GV4717;SPC VA S     - 3,626,029.74 11,921,145.49   sFT  0.99994679   +0 54 50.8
 GV4717;UTM  18      - 4,126,892.619   323,218.060   MT  0.99998498   -1 12 28.0
 GV4717
 GV4717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4717!SPC VA S     -   1.00000545  x   0.99994679  =   0.99995224
 GV4717!UTM  18      -   1.00000545  x   0.99998498  =   0.99999043
 GV4717
 GV4717:                Primary Azimuth Mark                     Grid Az
 GV4717:SPC VA S     -  BACHELOR POINT LIGHT                     005 40 13.1
 GV4717:UTM  18      -  BACHELOR POINT LIGHT                     007 47 31.9
 GV4717
 GV4717|---------------------------------------------------------------------|
 GV4717| PID    Reference Object                     Distance      Geod. Az  |
 GV4717|                                                           dddmmss.s |
 GV4717| GV4713 BACHELOR POINT LIGHT                APPROX. 3.1 KM 0063503.9 |
 GV4717| DC6051 DANIELS RM 1                         13.976 METERS 10933     |
 GV4717| GV4714 BRAND                               APPROX. 1.7 KM 1634913.2 |
 GV4717| DC6052 DANIELS RM 2                          7.682 METERS 34806     |
 GV4717|---------------------------------------------------------------------|
 GV4717
 GV4717                          SUPERSEDED SURVEY CONTROL
 GV4717
 GV4717  NAD 83(1993)-  37 16 18.63354(N)    076 59 37.90084(W) AD(       ) 3
 GV4717  NAD 83(1986)-  37 16 18.63567(N)    076 59 37.91907(W) AD(       ) 3
 GV4717  NAD 27      -  37 16 18.10200(N)    076 59 39.04100(W) AD(       ) 3
 GV4717
 GV4717.Superseded values are not recommended for survey control.
 GV4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4717.See file dsdata.txt to determine how the superseded data were derived.
 GV4717
 GV4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2321826893(NAD 83)
 GV4717_MARKER: DS = TRIANGULATION STATION DISK
 GV4717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4717
 GV4717  HISTORY     - Date     Condition        Report By
 GV4717  HISTORY     - 1938     MONUMENTED       CGS
 GV4717  HISTORY     - 1942     GOOD             CGS
 GV4717  HISTORY     - 1948     GOOD             CGS
 GV4717  HISTORY     - 1968     GOOD             CGS
 GV4717  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV4717  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV4717
 GV4717                          STATION DESCRIPTION
 GV4717
 GV4717'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4717'LOCATED ON THE WEST SHORE OF THE JAMES RIVER ON BRANDON POINT,
 GV4717'74.47 METERS, N 62 DEG 56 MIN W FROM THE NORTHWEST
 GV4717'CORNER OF THE BRICK BUILDING, WHICH HOUSES THE POST OFFICE AND A
 GV4717'GENERAL STORE, CALLED BRANDON POST OFFICE.  IT IS ABOUT 2 MILES
 GV4717'NORTH-NORTHWEST OF CHIPPOKES CREEK.  STATION SITUATED ON A NARROW
 GV4717'STRIP OF LAND NORTHWEST OF POST OFFICE BUILDING, AND BETWEEN THE
 GV4717'JAMES RIVER AND A SMALL POND.  THE POND IS ABOUT 300 FEET LONG
 GV4717'(NORTHWEST BY SOUTHEAST) BY ABOUT 175 FEET AT ITS WIDEST PART.
 GV4717'DISTANCE FROM THE STATION TO THE HIGH WATER LINE OF THE JAMES
 GV4717'RIVER IS 20.3 METERS.  AND TO THE NEAREST EDGE OF THE POND
 GV4717'IS 8.5 METERS.  A SMALL SECTION OF THE EASTERN EDGE OF THE POND
 GV4717'LIES CLOSE AND PARALLEL TO THE REAR WALL OF THE POST OFFICE
 GV4717'BUILDING.  THE BUILDING IS 36 FEET WIDE BY 46 FEET LONG.  FROM
 GV4717'STATION TO NORTHEAST CORNER OF BUILDING IS 84.85 METERS,
 GV4717'S 69 DEG 49 MIN E.  THERE IS A WHARF DIRECTLY IN FRONT OF
 GV4717'THE BUILDING.  THE DISTANCE FROM THE NORTHEAST CORNER OF THE
 GV4717'BUILDING TO THE OUTER FACE OF THE WHARF ON LINE WITH THE NORTH
 GV4717'SIDE OF THE BUILDING IS 34.1 METERS.  THIS POINT ON THE OUTER
 GV4717'FACE OF THE WHARF IS 3.9 METERS FROM THE NORTHEAST CORNER OF
 GV4717'WHARF.
 GV4717'
 GV4717'DISTANCE TO A CYPRESS TREE ON THE WEST EDGE OF THE POND, NEAR
 GV4717'ITS NORTH END IS 27.28 METERS, S 50 DEG 18 MIN W FROM STATION
 GV4717'MARK.  DISTANCE TO THE NORTHWEST END OF THE POND FROM THE STATION
 GV4717'IS 21.6 METERS, S 74 DEG 16 MIN W.
 GV4717'
 GV4717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GV4717'BRONZE DISKS IN CONCRETE.
 GV4717
 GV4717                          STATION RECOVERY (1942)
 GV4717
 GV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4717'1938 DESCRIPTION ADEQUATE.
 GV4717
 GV4717                          STATION RECOVERY (1948)
 GV4717
 GV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4717'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 GV4717'CONDITION AND APPARENTLY UNDISTURBED.
 GV4717
 GV4717                          STATION RECOVERY (1968)
 GV4717
 GV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV4717'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.
 GV4717'1 WAS FOUND LAYING ON ITS SIDE.  REFERENCE MARK NO. 2 WAS SEARCHED
 GV4717'FOR BUT COULD NOT BE FOUND.
 GV4717'
 GV4717'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE OLD WHARF
 GV4717'IS GONE.
 GV4717
 GV4717                          STATION RECOVERY (1998)
 GV4717
 GV4717'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV4717'MARK NOT FOUND.
 GV4717
 GV4717                          STATION RECOVERY (2003)
 GV4717
 GV4717'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1989 ***********************************************************************
 GV1989  DESIGNATION -  DANIELS AZ MK
 GV1989  PID         -  GV1989
 GV1989  STATE/COUNTY-  VA/CHESTERFIELD
 GV1989  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1989
 GV1989                         *CURRENT SURVEY CONTROL
 GV1989  ___________________________________________________________________
 GV1989* NAD 83(1986)-  37 28 40.     (N)    077 25 47.     (W)     SCALED    
 GV1989* NAVD 88     -        19.558  (meters)      64.17   (feet)  ADJUSTED  
 GV1989  ___________________________________________________________________
 GV1989  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV1989  DYNAMIC HT  -          19.545 (meters)      64.12  (feet)  COMP
 GV1989  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 GV1989
 GV1989  VERT ORDER  -  SECOND    CLASS 0
 GV1989
 GV1989.The horizontal coordinates were scaled from a topographic map and have
 GV1989.an estimated accuracy of +/- 6 seconds.
 GV1989
 GV1989.The orthometric height was determined by differential leveling
 GV1989.and adjusted by the National Geodetic Survey in June 1991..
 GV1989
 GV1989.The geoid height was determined by GEOID03.
 GV1989
 GV1989.The dynamic height is computed by dividing the NAVD 88
 GV1989.geopotential number by the normal gravity value computed on the
 GV1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1989.degrees latitude (g = 980.6199 gals.).
 GV1989
 GV1989.The modeled gravity was interpolated from observed gravity values.
 GV1989
 GV1989;                    North         East    Units  Estimated Accuracy
 GV1989;SPC VA S     - 1,127,540.    3,594,660.      MT  (+/- 180 meters Scaled)
 GV1989
 GV1989                          SUPERSEDED SURVEY CONTROL
 GV1989
 GV1989  NGVD 29 (??/??/??)   19.870  (m)           65.19   (f) ADJUSTED    2 0
 GV1989
 GV1989.Superseded values are not recommended for survey control.
 GV1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1989.See file dsdata.txt to determine how the superseded data were derived.
 GV1989
 GV1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG851506(NAD 83)
 GV1989_MARKER: DZ = AZIMUTH MARK DISK
 GV1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1989_STAMPING: DANIELS 1958
 GV1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1989+STABILITY: SURFACE MOTION
 GV1989
 GV1989  HISTORY     - Date     Condition        Report By
 GV1989  HISTORY     - 1958     MONUMENTED       CGS
 GV1989  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV1989  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1989
 GV1989                          STATION DESCRIPTION
 GV1989
 GV1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1989'3.1 MI S FROM RICHMOND.
 GV1989'FROM THE INTERSECTION OF 8TH STREET AND HULL STREET IN
 GV1989'RICHMOND, GO SOUTH ON 8TH STREET, WHICH BECOMES 9TH STREET
 GV1989'ROAD, FOR 3.1 MILES.  THE MARK IS ABOUT 200 YARDS EAST OF THE
 GV1989'HOUFF TRANSFER CO. TERMINAL, 24 FEET EAST OF THE CENTERLINE
 GV1989'OF 9TH STREET ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND
 GV1989'1 FOOT WEST OF A FENCE.  SET IN A TEN INCH SQUARE CONCRETE
 GV1989'POST PROJECTING 8 INCHES.
 GV1989
 GV1989                          STATION RECOVERY (1991)
 GV1989
 GV1989'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV1989'MARK NOT FOUND.
 GV1989
 GV1989                          STATION RECOVERY (2004)
 GV1989
 GV1989'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV1989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3495 ***********************************************************************
 GV3495  DESIGNATION -  DANIELS AZ MK 2
 GV3495  PID         -  GV3495
 GV3495  STATE/COUNTY-  VA/CHESTERFIELD
 GV3495  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3495
 GV3495                         *CURRENT SURVEY CONTROL
 GV3495  ___________________________________________________________________
 GV3495* NAD 83(1986)-  37 28 19.     (N)    077 25 46.     (W)     SCALED    
 GV3495* NAVD 88     -        19.98   (meters)      65.6    (feet)  RESET     
 GV3495  ___________________________________________________________________
 GV3495  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV3495
 GV3495  VERT ORDER  -  THIRD
 GV3495
 GV3495.The horizontal coordinates were scaled from a topographic map and have
 GV3495.an estimated accuracy of +/- 6 seconds.
 GV3495
 GV3495.The orthometric height was computed from unverified reset data.
 GV3495.No vertical observational check was made to the station.
 GV3495
 GV3495.The geoid height was determined by GEOID03.
 GV3495
 GV3495;                    North         East    Units  Estimated Accuracy
 GV3495;SPC VA S     - 1,126,900.    3,594,690.      MT  (+/- 180 meters Scaled)
 GV3495
 GV3495                          SUPERSEDED SURVEY CONTROL
 GV3495
 GV3495  NGVD 29 (??/??/??)   20.29   (m)           66.6    (f) RESET       3  
 GV3495
 GV3495.Superseded values are not recommended for survey control.
 GV3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3495.See file dsdata.txt to determine how the superseded data were derived.
 GV3495
 GV3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG851500(NAD 83)
 GV3495_MARKER: DZ = AZIMUTH MARK DISK
 GV3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3495_STAMPING: DANIELS 1958 AZ 2 1975
 GV3495_MARK LOGO: CGS   
 GV3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3495+STABILITY: SURFACE MOTION
 GV3495
 GV3495  HISTORY     - Date     Condition        Report By
 GV3495  HISTORY     - 1975     MONUMENTED       NGS
 GV3495  HISTORY     - 19820310 GOOD             NGS
 GV3495  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV3495  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3495
 GV3495                          STATION DESCRIPTION
 GV3495
 GV3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3495'AT RICHMOND.
 GV3495'FROM THE INTERSECTION OF 8TH ST. AND HULL ST. IN RICHMOND GO
 GV3495'S OF 8TH ST. WHICH BECOMES COMMERCE ROAD FOR 3/1 MILES TO
 GV3495'MARK ON RIGHT.  MARK IS 37 FT W OF THE CENTERLINE OF COMMERCE
 GV3495'ROAD, 27 FT N OF THE CENTERLINE OF N DRIVEWAY OF TWO LEADING
 GV3495'TO HOUFF TRANSFER CO. TERMINAL AND 2 FT N OF STEEL WITNESS
 GV3495'POST.  DISK IS SET FLUSH IN TOP OF A CONCRETE MONUMENT ABOUT
 GV3495'10 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES.
 GV3495
 GV3495                          STATION RECOVERY (1982)
 GV3495
 GV3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GV3495'AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED DANIELS 1958 AZ 2
 GV3495'1975 SET INTO THE TOP OF ROUND CONCRETE MONUMENT 29 CM IN DIAMETER
 GV3495'FLUSH WITH THE GROUND.  LOCATED 2.2 FEET, 0.67 METERS NORTH FROM A
 GV3495'METAL WITNESS POST.  8.38 METERS NORTH FROM THE CENTER OF DRIVEWAY TO
 GV3495'HOUFF TRANSFER COMPANY.  37.2 FEET, 11.34 METRS WEST FROM THE CENTER
 GV3495'LINE OF COMMERCE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 GV3495'SOUTH ON COMMMERCE ROAD FOR 0.4 KILOMETER (0.25 MILE) TO THE MARK ON
 GV3495'THE RIGHT.
 GV3495
 GV3495                          STATION RECOVERY (1991)
 GV3495
 GV3495'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3495'MARK NOT FOUND.
 GV3495
 GV3495                          STATION RECOVERY (2004)
 GV3495
 GV3495'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3494 ***********************************************************************
 GV3494  DESIGNATION -  DANIELS RESET
 GV3494  PID         -  GV3494
 GV3494  STATE/COUNTY-  VA/CHESTERFIELD
 GV3494  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3494
 GV3494                         *CURRENT SURVEY CONTROL
 GV3494  ___________________________________________________________________
 GV3494* NAD 83(1993)-  37 28 52.26144(N)    077 25 53.33924(W)     ADJUSTED  
 GV3494* NAVD 88     -        20.91   (meters)      68.6    (feet)  RESET     
 GV3494  ___________________________________________________________________
 GV3494  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GV3494  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV3494
 GV3494  HORZ ORDER  -  SECOND
 GV3494  VERT ORDER  -  THIRD
 GV3494
 GV3494.The horizontal coordinates were established by classical geodetic methods
 GV3494.and adjusted by the National Geodetic Survey in September 1995..
 GV3494
 GV3494.The orthometric height was computed from unverified reset data.
 GV3494.No vertical observational check was made to the station.
 GV3494
 GV3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3494
 GV3494.The geoid height was determined by GEOID03.
 GV3494
 GV3494;                    North         East     Units Scale Factor Converg.
 GV3494;SPC VA S     - 1,127,917.801 3,594,500.791   MT  0.99994736   +0 38 54.6
 GV3494;SPC VA S     - 3,700,510.32 11,792,958.01   sFT  0.99994736   +0 38 54.6
 GV3494;UTM  18      - 4,151,030.629   285,010.207   MT  1.00016937   -1 28 48.5
 GV3494
 GV3494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3494!SPC VA S     -   1.00000192  x   0.99994736  =   0.99994928
 GV3494!UTM  18      -   1.00000192  x   1.00016937  =   1.00017129
 GV3494
 GV3494|---------------------------------------------------------------------|
 GV3494| PID    Reference Object                     Distance      Geod. Az  |
 GV3494|                                                           dddmmss.s |
 GV3494| GV1986 DANIELS RM 1                         40.057 METERS 04735     |
 GV3494| GV3496 DANIELS RM 3                         17.857 METERS 06504     |
 GV3494| GV1988 DANIELS RM 2                         40.721 METERS 11349     |
 GV3494| GV3497 DANIELS RM 4                         24.367 METERS 12357     |
 GV3494| GV1989 DANIELS AZ MK                                      1652902.2 |
 GV3494| GV5531 RICHMOND DEEPWATER TERM SE TK       APPROX. 2.8 KM 1663546.7 |
 GV3494| GV3495 DANIELS AZ MK 2                                    1674530.2 |
 GV3494| GV5524 RICHMOND ARMY QMC N TANK            APPROX. 5.7 KM 1972055.0 |
 GV3494| GV5264 RICHMOND LUCKY STRIKE TANK          APPROX. 3.1 KM 3553310.4 |
 GV3494|---------------------------------------------------------------------|
 GV3494
 GV3494                          SUPERSEDED SURVEY CONTROL
 GV3494
 GV3494  NAD 83(1993)-  37 28 52.26138(N)    077 25 53.33886(W) AD(       ) 2
 GV3494  NAD 83(1986)-  37 28 52.26768(N)    077 25 53.35582(W) AD(       ) 2
 GV3494  NAD 27      -  37 28 51.73690(N)    077 25 54.41780(W) AD(       ) 2
 GV3494  NGVD 29 (??/??/??)   21.22   (m)           69.6    (f) RESET       3  
 GV3494
 GV3494.Superseded values are not recommended for survey control.
 GV3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3494.See file dsdata.txt to determine how the superseded data were derived.
 GV3494
 GV3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8501051031(NAD 83)
 GV3494_MARKER: DS = TRIANGULATION STATION DISK
 GV3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3494_STAMPING: DANIELS 1958 1975
 GV3494_MARK LOGO: NGS   
 GV3494_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3494+STABILITY: SURFACE MOTION
 GV3494
 GV3494  HISTORY     - Date     Condition        Report By
 GV3494  HISTORY     - 1975     MONUMENTED       NGS
 GV3494  HISTORY     - 1975     GOOD             NGS
 GV3494  HISTORY     - 1983     GOOD             NGS
 GV3494  HISTORY     - 19831201 GOOD             NGS
 GV3494  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV3494  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3494
 GV3494                          STATION DESCRIPTION
 GV3494
 GV3494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GV3494'STATION UNDERGROUND MARK AND ALL OTHER MARKS WERE RECOVERED AS
 GV3494'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATE HIGHWAY
 GV3494'DEPARTMENT REQUESTED THAT THE REFERENCE MARKS AND AZIMUTH MARK BE
 GV3494'RELOCATED DUE TO HIGHWAY IMPROVEMENTS SO A NEW STATION SURFACE
 GV3494'MARK, TWO REFERENCES MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AND
 GV3494'THE ORIGINAL MARKS WERE THEN DESTROYED.  A DIFFERENCE OF .08
 GV3494'FOOT LONGER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1 AND A
 GV3494'DIFFERENCE OF .03 FOOT SHORTER WAS FOUND IN THE DISTANCE TO
 GV3494'REFERENCE MARK NO. 2.  THE DIRECTION TO THE MARKS WAS CHECKED AND
 GV3494'FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV3494'
 GV3494'STATION IS LOCATED IN THE SOUTH PART OF RICHMOND ALONG THE RIGHT OF
 GV3494'WAY OF COMMERCE ROAD AND IN FRONT OF THE CLARK EQUIPMENT COMPANY.
 GV3494'STATION IS 67 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 26 FEET
 GV3494'SOUTHEAST OF THE CLARK SIGN, 25 FEET SOUTH OF RIGHT OF WAY MARKER
 GV3494'AND 10 FEET NORTH OF THE UTILITY POLE NUMBER PB 55.  MARK IS A
 GV3494'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10
 GV3494'INCHES IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV3494'DANIELS 1958 1975.
 GV3494'
 GV3494'TO REACH STATION FROM THE JAMES RIVER BRIDGE IN RICHMOND GO SOUTH
 GV3494'ON U. S. HIGHWAY 1 AND 301 FOR 3.3 MILES TO CROSS STREET.  TURN
 GV3494'LEFT AND GO EAST ON RUFFIN ROAD FOR 0.65 MILE TO T INTERSECTION.
 GV3494'TURN LEFT AND GO NORTH ON COMMERCE ROAD FOR 0.15 MILE TO STATION
 GV3494'ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 GV3494'
 GV3494'REFERENCE MARK NO. 3 IS 45 FEET SOUTH OF CENTERLINE OF DRIVEWAY AND
 GV3494'31 FEET WEST OF THE CENTERLINE OF COMMERCE ROAD.  MARK IS A STANDARD
 GV3494'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN
 GV3494'DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED DANIELS
 GV3494'1958 NO 3 1975.
 GV3494'
 GV3494'REFERENCE MARK NO. 4 IS 77 FEET NORTH OF CENTERLINE OF DRIVEWAY TO
 GV3494'ROYAL CROWN COLA PLANT AND 29 FEET WEST OF THE CENTERLINE OF
 GV3494'COMMERCE ROAD.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GV3494'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE
 GV3494'GROUND AND THE DISK IS STAMPED DANIELS 1958 NO 4 1975.
 GV3494'
 GV3494'AZIMUTH MARK IS 37 FEET WEST OF THE CENTERLINE OF COMMERCE ROAD, 27
 GV3494'FEET NORTH OF CENTERLINE OF DRIVEWAY TO HOUFF TRANSFER COMPANY
 GV3494'AND 2.0 FEET NORTH OF STEEL WITNESS POST.  MARK IS A STANDARD DISK
 GV3494'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN
 GV3494'DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DANIELS
 GV3494'1958 AZ 2 1975.  TO REACH FROM STATION GO SOUTH ON COMMERCE ROAD
 GV3494'FOR 0.25 MILE TO MARK ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 GV3494'
 GV3494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST--TOWN AT RICHMOND.
 GV3494
 GV3494                          STATION RECOVERY (1975)
 GV3494
 GV3494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV3494'AT RICHMOND.
 GV3494'FROM THE INTERSECTION OF 8TH AND HULL ST. GO S ON 8TH ST.
 GV3494'WHICH BECOMES COMMERCE ROAD FOR 2.9 MILES TO MARK ON RIGHT.
 GV3494'MARK IS 67 FT SOUTH OF THE CENTERLINE OF DRIVE TO CLARK EQUIPMENT
 GV3494'26 FT SE OF CLARK SIGN, 25 FT SOUTH OF RIGHT OF WAY MARKER AND
 GV3494'10 FT N OF UTILITY POLE #PB55.  DISK IS SET FLUSH IN CONCRETE
 GV3494'MONUMENT ABOUT 10 INCHES IN DIAMETER AND FLUSH WITH THE
 GV3494'GROUND.
 GV3494
 GV3494                          STATION RECOVERY (1983)
 GV3494
 GV3494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV3494'5.28 KILOMETERS (3.3 MILES) SOUTH ALONG U.S. HIGHWAYS 1 AND 301
 GV3494'JEFFERSON DAVIS HIGHWAY, FROM THE BRIDGE OVER THE JAMES RIVEN IN
 GV3494'RICHMOND TO RUFFIN ROAD, THENCE LEFT EAST ON RUFFIN ROAD FOR 1.2
 GV3494'KILOMETERS (0.75 MILE) TO COMMERCE ROAD, THENCE LEFT ON COMMERCE ROAD
 GV3494'FOR 0.16 KILOMETER (0.1 MILE) TO THE STAION ON THE LEFT, 3.3 METERS
 GV3494'(10.8 FT) NORTH-NORTHWEST OF POWERLINE POLE NO 55, 6.52 METERS (21.4
 GV3494'FT) SOUTH OF THE NORTHEAST CORNER POST OF A SECURITY FENCE, 7.62
 GV3494'METERS (25.0 FT) SOUTHEAST OF THE CLARK EQUIPMENT COMPANY SIGN, 20.5
 GV3494'METERS (67.3 FT) SOUTH OF THE CENTER OF A PAVED DRIVEWAY AND 26.5
 GV3494'METERS (86.9 FT) WEST OF THE CENTER OF COMMERCE ROAD.
 GV3494
 GV3494                          STATION RECOVERY (1983)
 GV3494
 GV3494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 GV3494'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE AZIMUTH
 GV3494'MARK 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION COULD NOT BE
 GV3494'OCCUPIED AT THIS TIME AS IT IS ONLY 7 CM WEST OF THE EAST FENCE OF A 7
 GV3494'FT (2.1 M) HIGH SECURITY FENCE WHICH ENCLOSES EQUIPMENT OWNED BY CLARK
 GV3494'EQUIPMENT COMPANY.  THE ENCLOSURE IS ABOUT 10 M (32.8 FT) BY 24 M
 GV3494'(78.7 FT) .  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 GV3494'FOUND TO BE CORRECT.  DUE TO SOME CHANGES A COMPLETE NEW DESCRIPTION
 GV3494'WAS WRITTEN WITH THE EXCEPTION OF THE BOX SCORE WHICH WAS TAKEN FROM
 GV3494'THE 1975 RECOVERY NOTE.  A NEW DESCRIPTION FOLLOWS.
 GV3494' 
 GV3494'THE STATION IS LOCATED IN THE SOUTH PART OF RICHMOND, ABOUT ON THE
 GV3494'PROPERTY LINE OF COMMERCE ROAD AND PROPERTY OWNED BY CLARK EQUIPMENT
 GV3494'COMPANY, ABOUT 250 FT (76.2 M) WEST OF US INTERSTATE 95.  TO REACH THE
 GV3494'STATION FROM THE BRIDGE OVER THE JAMES RIVER IN SOUTH RICHMOND, GO
 GV3494'SOUTH ON US HIGHWAYS 1 AND 301, JEFFERSON DAVIS HIGHWAY, FOR 5.28 KM
 GV3494'(3.30 MI) , TURN LEFT AND GO EAST ON RUFFIN ROAD FOR 1.2 KM (0.75 MI)
 GV3494'TO COMMERCE ROAD, TURN LEFT AND GO NORTH ON COMMERCE ROAD FOR 0.16 KM
 GV3494'(0.10 MI) TO THE MARK ON THE LEFT IN FRONT OF THE CLARK EQUIPMENT
 GV3494'COMPANY.
 GV3494' 
 GV3494'STATION IS A STANDARD CGS DISK STAMPED--DANIELS 1958 1975--, SET INTO
 GV3494'THE TOP OF A ROUND CONCRETE MONUMENT 29 CM IN DIAMETER FLUSH WITH
 GV3494'GROUND.  LOCATED 1.0 FT (0.3 M) W FROM METAL WITNESS POST, 86.9 FT
 GV3494'(26.5 M) W FROM THE CENTERLINE OF COMMERCE ROAD, 10.8 FT (3.3 M) NNW
 GV3494'FROM POWERLINE POLE NUMBER PB55, 21.4 FT (6.5 M) S FROM THE NORTHEAST
 GV3494'CORNER POST OF SECURITY FENCE, 67.3 FT (20.5 M) S FROM THE CENTER OF
 GV3494'DRIVEWAY TO CLARK EQUIPMENT CO, AND 25.0 FT (7.6 M) SE FROM THE CLARK
 GV3494'EQUIPMENT COMPANY, METAL SIGN.  THE UNDERGROUND MARK WAS NOT INSPECTED
 GV3494'AT THIS TIME, BUT BELIEVED TO BE ABOUT 1 M (3.3 FT) BELOW THE GROUND
 GV3494'SURFACE.
 GV3494' 
 GV3494'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--DANIELS NO 3 1958
 GV3494'1975--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 29 CM IN
 GV3494'DIAMETER FLUSH WITH GROUND.  LOCATED 31.0 FT (9.4 M) W FROM THE
 GV3494'CENTERLINE OF COMMERCE ROAD, 45.0 FT (13.7 M) S FROM THE CENTER OF
 GV3494'DRIVEWAY, AND 56.6 FT (17.3 M) E FROM THE NORTHEAST CORNER POST OF THE
 GV3494'SECURITY FENCE.
 GV3494' 
 GV3494'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--DANIELS 1958 NO 4
 GV3494'1975--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 29 CM IN
 GV3494'DIAMETER FLUSH WITH GROUND.  LOCATED 29.0 FT (8.8 M) W FROM THE
 GV3494'CENTERLINE OF COMMERCE ROAD, 57.4 FT (17.5 M) E FROM THE SOUTHEAST
 GV3494'CORNER POST OF SECURITY ENCLOSURE, AND 77.0 FT (23.5 M) N FROM THE
 GV3494'CENTER OF DRIVEWAY TO ROYAL CROWN COLA PLANT.
 GV3494' 
 GV3494'AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED--DANIELS 1958 AZ 2
 GV3494'1975--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 29 CM IN
 GV3494'DIAMETER FLUSH WITH GROUND. LOCATED 2.2 FT (0.7 M) N FROM A METAL
 GV3494'WITNESS POST, 27.5 FT (8.4 M) N FROM THE CENTER OF DRIVEWAY TO HOUFF
 GV3494'TRANSFER COMPANY, AND 37.2 FT (11.3 M) W FROM THE CENTERLINE OF
 GV3494'COMMERCE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 GV3494'ON COMMERCE ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 GV3494
 GV3494                          STATION RECOVERY (1991)
 GV3494
 GV3494'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3494'MARK NOT FOUND.
 GV3494
 GV3494                          STATION RECOVERY (2004)
 GV3494
 GV3494'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1986 ***********************************************************************
 GV1986  DESIGNATION -  DANIELS RM 1
 GV1986  PID         -  GV1986
 GV1986  STATE/COUNTY-  VA/CHESTERFIELD
 GV1986  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1986
 GV1986                         *CURRENT SURVEY CONTROL
 GV1986  ___________________________________________________________________
 GV1986* NAD 83(1986)-  37 28 52.     (N)    077 25 53.     (W)     SCALED    
 GV1986* NAVD 88     -        20.746  (meters)      68.06   (feet)  ADJUSTED  
 GV1986  ___________________________________________________________________
 GV1986  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV1986  DYNAMIC HT  -          20.732 (meters)      68.02  (feet)  COMP
 GV1986  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1986
 GV1986  VERT ORDER  -  SECOND    CLASS 0
 GV1986
 GV1986.The horizontal coordinates were scaled from a topographic map and have
 GV1986.an estimated accuracy of +/- 6 seconds.
 GV1986
 GV1986.The orthometric height was determined by differential leveling
 GV1986.and adjusted by the National Geodetic Survey in June 1991..
 GV1986
 GV1986.The geoid height was determined by GEOID03.
 GV1986
 GV1986.The dynamic height is computed by dividing the NAVD 88
 GV1986.geopotential number by the normal gravity value computed on the
 GV1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1986.degrees latitude (g = 980.6199 gals.).
 GV1986
 GV1986.The modeled gravity was interpolated from observed gravity values.
 GV1986
 GV1986;                    North         East    Units  Estimated Accuracy
 GV1986;SPC VA S     - 1,127,910.    3,594,510.      MT  (+/- 180 meters Scaled)
 GV1986
 GV1986                          SUPERSEDED SURVEY CONTROL
 GV1986
 GV1986  NGVD 29 (??/??/??)   21.057  (m)           69.08   (f) ADJUSTED    2 0
 GV1986
 GV1986.Superseded values are not recommended for survey control.
 GV1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1986.See file dsdata.txt to determine how the superseded data were derived.
 GV1986
 GV1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850510(NAD 83)
 GV1986_MARKER: DR = REFERENCE MARK DISK
 GV1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1986_STAMPING: DANIELS NO 1 1958
 GV1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1986+STABILITY: SURFACE MOTION
 GV1986
 GV1986  HISTORY     - Date     Condition        Report By
 GV1986  HISTORY     - 1958     MONUMENTED       CGS
 GV1986  HISTORY     - 1972     GOOD             NGS
 GV1986  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1986  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV1986  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1986
 GV1986                          STATION DESCRIPTION
 GV1986
 GV1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV1986'2.9 MI S FROM RICHMOND.
 GV1986'FROM THE INTERSECTION OF 8TH STREET AND HULL STREET IN
 GV1986'RICHMOND-- GO SOUTH ON 8TH STREET, WHICH BECOMES COMMERCE ROAD,
 GV1986'FOR 2.9 MILES.  THE MARK IS ABOUT 0.15 MILE NORTH OF RUFFIN
 GV1986'ROAD, 24 FEET EAST OF THE CENTERLINE OF COMMERCE ROAD, 1 FOOT
 GV1986'SOUTH OF A METAL WITNESS POST AND 4 INCHES WEST OF THE TURNPIKE
 GV1986'RIGHT OF WAY FENCE.  SET IN A TEN INCH SQUARE CONCRETE POST
 GV1986'THAT PROJECTS 2 INCHES.
 GV1986
 GV1986                          STATION RECOVERY (1989)
 GV1986
 GV1986'RECOVERY NOTE BY US POWER SQUADRON 1989 (WPG)
 GV1986'MARK NOT FOUND.
 GV1986
 GV1986                          STATION RECOVERY (1991)
 GV1986
 GV1986'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV1986'MARK NOT FOUND.
 GV1986
 GV1986                          STATION RECOVERY (2004)
 GV1986
 GV1986'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1988 ***********************************************************************
 GV1988  DESIGNATION -  DANIELS RM 2
 GV1988  PID         -  GV1988
 GV1988  STATE/COUNTY-  VA/CHESTERFIELD
 GV1988  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1988
 GV1988                         *CURRENT SURVEY CONTROL
 GV1988  ___________________________________________________________________
 GV1988* NAD 83(1986)-  37 28 52.     (N)    077 25 53.     (W)     SCALED    
 GV1988* NAVD 88     -        20.761  (meters)      68.11   (feet)  ADJUSTED  
 GV1988  ___________________________________________________________________
 GV1988  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV1988  DYNAMIC HT  -          20.747 (meters)      68.07  (feet)  COMP
 GV1988  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 GV1988
 GV1988  VERT ORDER  -  SECOND    CLASS 0
 GV1988
 GV1988.The horizontal coordinates were scaled from a topographic map and have
 GV1988.an estimated accuracy of +/- 6 seconds.
 GV1988
 GV1988.The orthometric height was determined by differential leveling
 GV1988.and adjusted by the National Geodetic Survey in June 1991..
 GV1988
 GV1988.The geoid height was determined by GEOID03.
 GV1988
 GV1988.The dynamic height is computed by dividing the NAVD 88
 GV1988.geopotential number by the normal gravity value computed on the
 GV1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1988.degrees latitude (g = 980.6199 gals.).
 GV1988
 GV1988.The modeled gravity was interpolated from observed gravity values.
 GV1988
 GV1988;                    North         East    Units  Estimated Accuracy
 GV1988;SPC VA S     - 1,127,910.    3,594,510.      MT  (+/- 180 meters Scaled)
 GV1988
 GV1988                          SUPERSEDED SURVEY CONTROL
 GV1988
 GV1988  NGVD 29 (??/??/??)   21.072  (m)           69.13   (f) ADJUSTED    2 0
 GV1988
 GV1988.Superseded values are not recommended for survey control.
 GV1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1988.See file dsdata.txt to determine how the superseded data were derived.
 GV1988
 GV1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850510(NAD 83)
 GV1988_MARKER: DR = REFERENCE MARK DISK
 GV1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1988_STAMPING: DANIELS NO2 1958
 GV1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1988+STABILITY: SURFACE MOTION
 GV1988
 GV1988  HISTORY     - Date     Condition        Report By
 GV1988  HISTORY     - 1958     MONUMENTED       CGS
 GV1988  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV1988  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1988
 GV1988                          STATION DESCRIPTION
 GV1988
 GV1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1988'2.9 MI S FROM RICHMOND.
 GV1988'FROM THE INTERSECTION OF 8TH STREET AND HULL STREET IN
 GV1988'RICHMOND-- GO SOUTH ON 8TH STREET, WHICH BECOMES 9TH STREET
 GV1988'ROAD, FOR 2.9 MILES.  THE MARK IS ABOUT 0.15 MILE NORTH OF
 GV1988'RUFFIN ROAD, 24 FEET EAST OF THE CENTERLINE OF 9TH STREET
 GV1988'ROAD, 1 FOOT NORTH OF A METAL FENCE POST AND 4 INCHES WEST OF
 GV1988'THE TURNPIKE RIGHT OF WAY FENCE.  SET IN A TEN INCH SQUARE
 GV1988'CONCRETE POST PROJECTING 6 INCHES.
 GV1988
 GV1988                          STATION RECOVERY (1991)
 GV1988
 GV1988'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV1988'MARK NOT FOUND.
 GV1988
 GV1988                          STATION RECOVERY (2004)
 GV1988
 GV1988'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV1988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3496 ***********************************************************************
 GV3496  DESIGNATION -  DANIELS RM 3
 GV3496  PID         -  GV3496
 GV3496  STATE/COUNTY-  VA/CHESTERFIELD
 GV3496  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3496
 GV3496                         *CURRENT SURVEY CONTROL
 GV3496  ___________________________________________________________________
 GV3496* NAD 83(1986)-  37 28 52.     (N)    077 25 53.     (W)     SCALED    
 GV3496* NAVD 88     -        20.69   (meters)      67.9    (feet)  RESET     
 GV3496  ___________________________________________________________________
 GV3496  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV3496
 GV3496  VERT ORDER  -  THIRD
 GV3496
 GV3496.The horizontal coordinates were scaled from a topographic map and have
 GV3496.an estimated accuracy of +/- 6 seconds.
 GV3496
 GV3496.The orthometric height was computed from unverified reset data.
 GV3496.No vertical observational check was made to the station.
 GV3496
 GV3496.The geoid height was determined by GEOID03.
 GV3496
 GV3496;                    North         East    Units  Estimated Accuracy
 GV3496;SPC VA S     - 1,127,910.    3,594,510.      MT  (+/- 180 meters Scaled)
 GV3496
 GV3496                          SUPERSEDED SURVEY CONTROL
 GV3496
 GV3496  NGVD 29 (??/??/??)   21.00   (m)           68.9    (f) RESET       3  
 GV3496
 GV3496.Superseded values are not recommended for survey control.
 GV3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3496.See file dsdata.txt to determine how the superseded data were derived.
 GV3496
 GV3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850510(NAD 83)
 GV3496_MARKER: DR = REFERENCE MARK DISK
 GV3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3496_STAMPING: DANIELS 1958 NO 3 1975
 GV3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3496+STABILITY: SURFACE MOTION
 GV3496
 GV3496  HISTORY     - Date     Condition        Report By
 GV3496  HISTORY     - 1975     MONUMENTED       NGS
 GV3496  HISTORY     - 1983     GOOD             NGS
 GV3496  HISTORY     - 19910310 GOOD             USPSQD
 GV3496  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV3496  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3496
 GV3496                          STATION DESCRIPTION
 GV3496
 GV3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3496'AT RICHMOND.
 GV3496'FROM THE INTERSECTION OF 8TH AND HULL STREETS IN RICHMOND
 GV3496'GO S ON 8TH ST. WHICH BECOMES COMMERCE ROAD FOR 2.9 MILES TO
 GV3496'MARK ON RIGHT.  MARK IS 58.59 FT E OF TRIANGULATION STATION
 GV3496'DANIELS 1958, 45 FT S OF THE CENTERLINE ON DRIVE TO CLARK
 GV3496'EQUIPMENT CO. AND 31 FT W OF THE CENTERLINE OF COMMERCE ROAD.
 GV3496'DISK IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10
 GV3496'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 GV3496
 GV3496                          STATION RECOVERY (1983)
 GV3496
 GV3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV3496'5.28 KILOMETERS (3.3 MILES) SOUTH ALONG U.S. HIGHWAYS 1 AND 301,
 GV3496'JEFFERSON DAVIS HIGHWAY, FROM THE BRIDGE OVER THE JAMES RIVER IN
 GV3496'RICHMOND TO RUFFIN ROAD, THENCE LEFT ON RUFFIN ROAD FOR 1.2
 GV3496'KILOMETERS (0.75 MILE) TO COMMERCE ROAD, THENCE LEFT ON COMMERCE ROAD
 GV3496'FOR 0.16 KILOMETER (0.1 MILE) TO THE MARK ON THE LEFT, 9.45 METERS
 GV3496'(31.0 FT) WEST OF THE CENTERLINE OF COMMERCE ROAD, 13.72 METERS (45.0
 GV3496'FT) SOUTH OF THE CENTER OF A DRIVEWAY AND 17.25 METERS (56.6 FT) EAST
 GV3496'OF THE NORTHEAST CORNER POST OF A SECURITY FENCE AROUND CLARK
 GV3496'EQUIPMENT COMPANY.
 GV3496
 GV3496                          STATION RECOVERY (1991)
 GV3496
 GV3496'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3496'RECOVERED IN GOOD CONDITION.
 GV3496
 GV3496                          STATION RECOVERY (1999)
 GV3496
 GV3496'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3496'MARK NOT FOUND.
 GV3496
 GV3496                          STATION RECOVERY (2004)
 GV3496
 GV3496'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3497 ***********************************************************************
 GV3497  DESIGNATION -  DANIELS RM 4
 GV3497  PID         -  GV3497
 GV3497  STATE/COUNTY-  VA/CHESTERFIELD
 GV3497  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3497
 GV3497                         *CURRENT SURVEY CONTROL
 GV3497  ___________________________________________________________________
 GV3497* NAD 83(1986)-  37 28 52.     (N)    077 25 53.     (W)     SCALED    
 GV3497* NAVD 88     -        20.64   (meters)      67.7    (feet)  RESET     
 GV3497  ___________________________________________________________________
 GV3497  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GV3497
 GV3497  VERT ORDER  -  THIRD
 GV3497
 GV3497.The horizontal coordinates were scaled from a topographic map and have
 GV3497.an estimated accuracy of +/- 6 seconds.
 GV3497
 GV3497.The orthometric height was computed from unverified reset data.
 GV3497.No vertical observational check was made to the station.
 GV3497
 GV3497.The geoid height was determined by GEOID03.
 GV3497
 GV3497;                    North         East    Units  Estimated Accuracy
 GV3497;SPC VA S     - 1,127,910.    3,594,510.      MT  (+/- 180 meters Scaled)
 GV3497
 GV3497                          SUPERSEDED SURVEY CONTROL
 GV3497
 GV3497  NGVD 29 (??/??/??)   20.95   (m)           68.7    (f) RESET       3  
 GV3497
 GV3497.Superseded values are not recommended for survey control.
 GV3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3497.See file dsdata.txt to determine how the superseded data were derived.
 GV3497
 GV3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850510(NAD 83)
 GV3497_MARKER: DR = REFERENCE MARK DISK
 GV3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3497_STAMPING: DANIELS 1958 NO 4 1975
 GV3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3497+STABILITY: SURFACE MOTION
 GV3497
 GV3497  HISTORY     - Date     Condition        Report By
 GV3497  HISTORY     - 1975     MONUMENTED       NGS
 GV3497  HISTORY     - 1983     GOOD             NGS
 GV3497  HISTORY     - 19910310 GOOD             USPSQD
 GV3497  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV3497  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3497
 GV3497                          STATION DESCRIPTION
 GV3497
 GV3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3497'AT RICHMOND.
 GV3497'FROM THE INTERSECTION OF 8TH AND HULL STREETS IN RICHMOND GO S
 GV3497'ON 8TH ST WHICH BECOMES COMMERCE ROAD FOR 2.9 MILES TO MARK ON
 GV3497'RIGHT.  MARK IS 79.94 FT SE OF STATION DANIELS 1958, 77 FT
 GV3497'N OF THE CENTERLINE OF N OF TWO DRIVEWAYS TO ROYAL CROWN
 GV3497'COLA PLANT AND 29 FT W OF THE CENTERLINE OF COMMERCE ROAD.
 GV3497'DISK IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10
 GV3497'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 GV3497
 GV3497                          STATION RECOVERY (1983)
 GV3497
 GV3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV3497'5.28 KILOMETERS (3.3 MILES) SOUTH ALONG U.S. HIGHWAYS 1 AND 301,
 GV3497'JEFFERSON HIGHWAY, FROM THE BRIDGE OVER THE JAMES RIVER IN RICHMOND
 GV3497'TO RUFFIN ROAD, THENCE EAST ON RUFFIN ROAD FOR 1.2 KILOMETERS (0.75
 GV3497'MILE) TO COMMERCE ROAD, THENCE NORTH ON COMMERCE ROAD FOR 0.16
 GV3497'KILOMETER (0.1 MILE) TO THE MARK ON THE LEFT, 8.84 METERS (29.0 FT)
 GV3497'WEST OF THE CENTERLINE OF COMMERCE ROAD, 17.5 METERS (57.4 FT) EAST
 GV3497'OF THE SOUTHEAST CORNER POST OF A SECURITY FENCE AROUND CLARK
 GV3497'EQUIPMENT COMPANY AND 23.47 METERS (77.0 FT) NORTH OF THE CENTER OF
 GV3497'DRIVEWAY TO ROYAL COLA PLANT.
 GV3497
 GV3497                          STATION RECOVERY (1991)
 GV3497
 GV3497'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3497'RECOVERED IN GOOD CONDITION.
 GV3497
 GV3497                          STATION RECOVERY (1999)
 GV3497
 GV3497'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3497'MARK NOT FOUND.
 GV3497
 GV3497                          STATION RECOVERY (2004)
 GV3497
 GV3497'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1247 ***********************************************************************
 GV1247  DESIGNATION -  DANNY RM 1
 GV1247  PID         -  GV1247
 GV1247  STATE/COUNTY-  VA/C OF RICHMOND
 GV1247  USGS QUAD   -  RICHMOND (1994)
 GV1247
 GV1247                         *CURRENT SURVEY CONTROL
 GV1247  ___________________________________________________________________
 GV1247* NAD 83(1986)-  37 35 44.     (N)    077 27 57.     (W)     SCALED    
 GV1247* NAVD 88     -        57.953  (meters)     190.13   (feet)  ADJUSTED  
 GV1247  ___________________________________________________________________
 GV1247  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GV1247  DYNAMIC HT  -          57.914 (meters)     190.01  (feet)  COMP
 GV1247  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 GV1247
 GV1247  VERT ORDER  -  SECOND    CLASS 0
 GV1247
 GV1247.The horizontal coordinates were scaled from a topographic map and have
 GV1247.an estimated accuracy of +/- 6 seconds.
 GV1247
 GV1247.The orthometric height was determined by differential leveling
 GV1247.and adjusted by the National Geodetic Survey in June 1991..
 GV1247
 GV1247.The geoid height was determined by GEOID03.
 GV1247
 GV1247.The dynamic height is computed by dividing the NAVD 88
 GV1247.geopotential number by the normal gravity value computed on the
 GV1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1247.degrees latitude (g = 980.6199 gals.).
 GV1247
 GV1247.The modeled gravity was interpolated from observed gravity values.
 GV1247
 GV1247;                    North         East    Units  Estimated Accuracy
 GV1247;SPC VA S     - 1,140,580.    3,591,320.      MT  (+/- 180 meters Scaled)
 GV1247
 GV1247                          SUPERSEDED SURVEY CONTROL
 GV1247
 GV1247  NGVD 29 (??/??/??)   58.261  (m)          191.14   (f) ADJUSTED    2 0
 GV1247
 GV1247.Superseded values are not recommended for survey control.
 GV1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1247.See file dsdata.txt to determine how the superseded data were derived.
 GV1247
 GV1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG823638(NAD 83)
 GV1247_MARKER: DR = REFERENCE MARK DISK
 GV1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1247_STAMPING: DANNY NO 1 1958
 GV1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1247+STABILITY: SURFACE MOTION
 GV1247
 GV1247  HISTORY     - Date     Condition        Report By
 GV1247  HISTORY     - 1958     MONUMENTED       CGS
 GV1247  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV1247  HISTORY     - 20000307 MARK NOT FOUND   USPSQD
 GV1247  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 GV1247
 GV1247                          STATION DESCRIPTION
 GV1247
 GV1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1247'AT RICHMOND.
 GV1247'FROM THE LAKEVIEW BRANCH POST OFFICE IN NORTHWEST RICHMOND, GO
 GV1247'SOUTHERLY ON U.S. 161 FOR 1.4 MILES TO THE RICHMOND TURNPIKE
 GV1247'OVERPASS.  THE MARK IS IN THE YARD OF A PRIVATE RESIDENCE, 35 FEET
 GV1247'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 30 FEET
 GV1247'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST CORNER
 GV1247'OF THE HOUSE AND 7 FEET EAST OF A UTILITY POLE.  SET ON A CONCRETE
 GV1247'POST LEVEL WITH THE GROUND.
 GV1247
 GV1247                          STATION RECOVERY (1995)
 GV1247
 GV1247'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1247'MARK NOT FOUND.
 GV1247
 GV1247                          STATION RECOVERY (2000)
 GV1247
 GV1247'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1247'MARK NOT FOUND.
 GV1247
 GV1247                          STATION RECOVERY (2004)
 GV1247
 GV1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4920 ***********************************************************************
 GV4920  DESIGNATION -  DANSY
 GV4920  PID         -  GV4920
 GV4920  STATE/COUNTY-  VA/KING WILLIAM
 GV4920  USGS QUAD   -  NEW KENT (1978)
 GV4920
 GV4920                         *CURRENT SURVEY CONTROL
 GV4920  ___________________________________________________________________
 GV4920* NAD 83(1993)-  37 35 13.62632(N)    076 58 02.02486(W)     ADJUSTED  
 GV4920* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4920  ___________________________________________________________________
 GV4920  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GV4920  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV4920
 GV4920  HORZ ORDER  -  THIRD
 GV4920
 GV4920.The horizontal coordinates were established by classical geodetic methods
 GV4920.and adjusted by the National Geodetic Survey in November 1994..
 GV4920
 GV4920.The orthometric height was scaled from a topographic map.
 GV4920
 GV4920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4920
 GV4920.The geoid height was determined by GEOID03.
 GV4920
 GV4920;                    North         East     Units Scale Factor Converg.
 GV4920;SPC VA S     - 1,140,238.792 3,635,365.975   MT  0.99995272   +0 55 49.0
 GV4920;SPC VA S     - 3,740,933.44 11,927,029.87   sFT  0.99995272   +0 55 49.0
 GV4920;UTM  18      - 4,161,825.763   326,309.872   MT  0.99997161   -1 12 00.9
 GV4920
 GV4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4920!SPC VA S     -   1.00000526  x   0.99995272  =   0.99995798
 GV4920!UTM  18      -   1.00000526  x   0.99997161  =   0.99997687
 GV4920
 GV4920|---------------------------------------------------------------------|
 GV4920| PID    Reference Object                     Distance      Geod. Az  |
 GV4920|                                                           dddmmss.s |
 GV4920| DC9166 DANSY RM 2                           35.827 METERS 00530     |
 GV4920| DC9167 DANSY RM 3                           30.813 METERS 11447     |
 GV4920| GV4924 EDEN                                404.590 METERS 1280930.7 |
 GV4920| GV4903 BLUE                                440.884 METERS 1562226.0 |
 GV4920| GV4948 JAMES                               241.239 METERS 21926     |
 GV4920| GV4937 GORDON                              484.722 METERS 2743447.5 |
 GV4920| DC6053 DANSY RM 1                           17.044 METERS 35321     |
 GV4920|---------------------------------------------------------------------|
 GV4920
 GV4920                          SUPERSEDED SURVEY CONTROL
 GV4920
 GV4920  NAD 83(1986)-  37 35 13.62792(N)    076 58 02.04078(W) AD(       ) 3
 GV4920  NAD 27      -  37 35 13.08300(N)    076 58 03.15100(W) AD(       ) 3
 GV4920
 GV4920.Superseded values are not recommended for survey control.
 GV4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4920.See file dsdata.txt to determine how the superseded data were derived.
 GV4920
 GV4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2631061826(NAD 83)
 GV4920_MARKER: DS = TRIANGULATION STATION DISK
 GV4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4920
 GV4920  HISTORY     - Date     Condition        Report By
 GV4920  HISTORY     - 1912     MONUMENTED       CGS
 GV4920  HISTORY     - 1944     GOOD             CGS
 GV4920  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4920  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4920
 GV4920                          STATION DESCRIPTION
 GV4920
 GV4920'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4920'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, 1-3/4
 GV4920'MILES BELOW LESTER MANOR ON THE LAND OF J.T. DANSY AT THE
 GV4920'LOWER END OF THE HIGH GROUND ON RIVER FRONT, 3 FEET BACK
 GV4920'FROM TOP EDGE OF BANK AND 5.2 METERS BELOW THE GARDEN FENCE.
 GV4920'A LITTLE CREEK EMPTIES 60 METERS BELOW AND THE GROUND RECEDES.
 GV4920'
 GV4920'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4920'SET BUT 1/2 INCH ABOVE THE SURFACE CARRYING A BRASS PLATE WITH
 GV4920'LITTLE TRIANGLE FOR CENTER, REINFORCED IN PLACE.
 GV4920'
 GV4920'REFERENCE MARK NO. 1 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4920'WITH BRASS PLATE WITH ARROW REINFORCED IN TOP, STANDING 1/2
 GV4920'INCH ABOVE SURFACE, SET A FOOT OUTSIDE OF THE GARDEN FENCE,
 GV4920'DISTANT 17.044 METERS ON LINE 225 DEG 11 MIN 10 SEC TO RIGHT
 GV4920'OF LINE TO STATION EDEN.
 GV4920'
 GV4920'REFERENCE MARK NO. 2 IS NAIL IN LARGE TRIANGLE CUT ON 18-INCH
 GV4920'LOCUST AT DOORYARD AND WOODPILE, DISTANT 35.827 METERS ON
 GV4920'LINE 237 DEG 20 MIN 57 SEC TO RIGHT OF LINE TO STATION EDEN.
 GV4920'
 GV4920'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 14-INCH
 GV4920'POPLAR AT POINT OF THIS HILL, DISTANT 30.813 METERS, MEASURED
 GV4920'ON AN INCLINE OF 12 DEG 40 MIN ON LINE 346 DEG 37 MIN 27 SEC
 GV4920'TO RIGHT OF LINE TO STATION EDEN.
 GV4920
 GV4920                          STATION RECOVERY (1944)
 GV4920
 GV4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4920'STATION RECOVERED AS DESCRIBED.  REFERENCE MARKS 1 AND 3 WERE
 GV4920'RECOVERED AS DESCRIBED.
 GV4920'
 GV4920'REFERENCE MARK 2 IS LOST, SINCE THE TREE HAS BEEN DESTROYED.
 GV4920'
 GV4920'STATION IS DISTURBED.  BANK IS ERODING AND STATION MAY NOT
 GV4920'REMAIN LONGER THAN ONE YEAR.  REFERENCE MARK 1 IS SLIGHTLY
 GV4920'DISTURBED.
 GV4920
 GV4920                          STATION RECOVERY (1999)
 GV4920
 GV4920'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4920'MARK NOT FOUND.
 GV4920
 GV4920                          STATION RECOVERY (2003)
 GV4920
 GV4920'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3361 ***********************************************************************
 GA3361  DESIGNATION -  DANTE 2
 GA3361  PID         -  GA3361
 GA3361  STATE/COUNTY-  VA/RUSSELL
 GA3361  USGS QUAD   -  ST PAUL (1991)
 GA3361
 GA3361                         *CURRENT SURVEY CONTROL
 GA3361  ___________________________________________________________________
 GA3361* NAD 83(1993)-  36 58 04.68988(N)    082 16 53.89129(W)     ADJUSTED  
 GA3361* NAVD 88     -       896.67   (+/-2cm)    2941.8    (feet)  VERTCON   
 GA3361  ___________________________________________________________________
 GA3361  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GA3361  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA3361
 GA3361  HORZ ORDER  -  FIRST
 GA3361  VERT ORDER  -  THIRD ? (See Below)
 GA3361
 GA3361.The horizontal coordinates were established by classical geodetic methods
 GA3361.and adjusted by the National Geodetic Survey in December 1995..
 GA3361
 GA3361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3361.The vertical order pertains to the NGVD 29 superseded value.
 GA3361
 GA3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3361
 GA3361.The geoid height was determined by GEOID03.
 GA3361
 GA3361;                    North         East     Units Scale Factor Converg.
 GA3361;SPC VA S     - 1,077,171.971 3,163,349.375   MT  0.99996956   -2 17 42.6
 GA3361;SPC VA S     - 3,534,021.71 10,378,422.07   sFT  0.99996956   -2 17 42.6
 GA3361;UTM  17      - 4,092,086.528   385,914.554   MT  0.99976034   -0 46 14.9
 GA3361
 GA3361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3361!SPC VA S     -   0.99986415  x   0.99996956  =   0.99983371
 GA3361!UTM  17      -   0.99986415  x   0.99976034  =   0.99962452
 GA3361
 GA3361:                Primary Azimuth Mark                     Grid Az
 GA3361:SPC VA S     -  CLINCH RESET                             132 46 35.6
 GA3361:UTM  17      -  CLINCH RESET                             131 15 07.9
 GA3361
 GA3361|---------------------------------------------------------------------|
 GA3361| PID    Reference Object                     Distance      Geod. Az  |
 GA3361|                                                           dddmmss.s |
 GA3361| GA3336 CLINCH RESET                        APPROX.23.7 KM 1302853.0 |
 GA3361| DB9159 DANTE 2 RM 1                         12.605 METERS 17128     |
 GA3361| DB9161 DANTE 2 RM 3                                       3403723.0 |
 GA3361| DB9160 DANTE 2 RM 2                         14.861 METERS 34432     |
 GA3361|---------------------------------------------------------------------|
 GA3361
 GA3361                          SUPERSEDED SURVEY CONTROL
 GA3361
 GA3361  NAD 83(1993)-  36 58 04.68653(N)    082 16 53.89231(W) AD(       ) 1
 GA3361  NAD 83(1986)-  36 58 04.70211(N)    082 16 53.89754(W) AD(       ) 1
 GA3361  NAD 27      -  36 58 04.32707(N)    082 16 54.38880(W) AD(       ) 1
 GA3361  NGVD 29 (07/19/86)  896.80   (m)         2942.3    (f) LEVELING    3  
 GA3361
 GA3361.Superseded values are not recommended for survey control.
 GA3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3361.See file dsdata.txt to determine how the superseded data were derived.
 GA3361
 GA3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8591592087(NAD 83)
 GA3361_MARKER: DS = TRIANGULATION STATION DISK
 GA3361_SETTING: 80 = SET IN A BOULDER
 GA3361_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GA3361
 GA3361  HISTORY     - Date     Condition        Report By
 GA3361  HISTORY     - 1933     MONUMENTED       CGS
 GA3361  HISTORY     - 1963     GOOD             CGS
 GA3361
 GA3361                          STATION DESCRIPTION
 GA3361
 GA3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 GA3361'STATION IS ON THE SUMMIT OF HIGH HILL, KNOWN LOCALLY AS FLAG
 GA3361'POLE HILL OR SIGNAL HILL.  IT IS ABOUT 1/2 MILE SE OF DANTE,
 GA3361'VA., IN NW END OF RUSSELL COUNTY.
 GA3361'
 GA3361'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 GA3361'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 GA3361'
 GA3361'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK SET IN
 GA3361'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 GA3361'
 GA3361'REFERENCE MARK NO. 1 IS S OF STATION ON DOWNWARD SLOPE OF HILL.
 GA3361'
 GA3361'REFERENCE MARK NO. 2 IS N OF STATION ON DOWNWARD SLOPE OF HILL,
 GA3361'TOWARDS THE TOWN OF DANTE.
 GA3361'
 GA3361'REFERENCE MARK NO. 3 IS N OF STATION AND IS CEMENTED IN S
 GA3361'END OF ROCK LEDGE ABOUT 20 YARDS N OF LONE OAK TREE, IN
 GA3361'A FIELD BELONGING TO THE CLINCHFIELD COAL COMPANY.
 GA3361'
 GA3361'TO REACH MARK FROM DANTE HOTEL, GO 0.6 MILE ON ROAD LEADING
 GA3361'TO STATION AND CROSS WOODEN BRIDGE TO RIGHT OVER A CREEK,
 GA3361'PROCEED 0.1 MILE FARTHER AND CROSS A FOOT BRIDGE, FOLLOW
 GA3361'PATH ACROSS RAILROAD TRACKS TO A ROAD AND TURN RIGHT, PROCEEDING
 GA3361'ALONG ROAD FOR ABOUT 50 YARDS AND TURN LEFT (N) AND GO DIRECTLY
 GA3361'TO A LARGE LONE OAK TREE.  MARK IN ROCK LEDGE ABOUT 20 YARDS
 GA3361'BEYOND OAK, 15 YARDS N OF FENCE, AND 300 YARDS N OF RAILROAD.
 GA3361'
 GA3361'TO REACH STATION FROM ST. PAUL, VA., TURN N ON U.S. HIGHWAY
 GA3361'11 AND FOLLOW 7.5 MILES TO TOWN OF DANTE.  AT THIS POINT
 GA3361'TURN RIGHT ON NEW STATE HIGHWAY 70 AND CONTINUE 0.7 MILE.
 GA3361'TURN RIGHT ON ROAD UP HILL AND FOLLOW 0.7 MILE TO END OF
 GA3361'TRUCK TRAVEL.  TAKE LOGGING TRAIL S UP HILL TO STATION.  THIS
 GA3361'STATION WAS CENTERED OVER THE FOUNDATION OF AN OLD U.S.G.S.
 GA3361'MARK, WHICH WAS ALL THAT REMAINED OF THE OLD MARK.  THE
 GA3361'TRIANGULAR CONCRETE POST HAS BEEN BROKEN AT GROUND SURFACE
 GA3361'AND IS LYING ON THE GROUND.
 GA3361
 GA3361                          STATION RECOVERY (1963)
 GA3361
 GA3361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3361'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION,
 GA3361'NO. 3 WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION DISK
 GA3361'WAS NOT FOUND, A NEW DISK WAS CEMENTED IN THE ORIGINAL MONUMENT.
 GA3361'
 GA3361'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GA3361'58 AND STATE ROUTE 63 IN ST. PAUL, GO NORTH ON STATE ROUTE
 GA3361'63 FOR 7.6 MILES TO A SIDE ROAD LEFT AND SIGN DANTE, CONTINUE
 GA3361'NORTHERLY ON STATE ROUTE 63 FOR 1.0 TO ANOTHER SIDE ROAD
 GA3361'LEFT LEADING TO DANTE, CONTINUE ON STATE ROUTE 63 FOR 0.1
 GA3361'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW LOGGING
 GA3361'ROAD 1.7 MILES TO A REVERSE- Y, TURN SHARP RIGHT AND GO
 GA3361'1.2 MILES TO A POWER LINE CROSSING THE MOUNTAIN, CONTINUE
 GA3361'WESTERLY ON TRACK ROAD FOR 0.55 TO A GROUPE OF TELEVISION
 GA3361'ANTENNAS AND STATION.  (4-WHEEL DRIVE)
 GA3361'
 GA3361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0669 ***********************************************************************
 FY0669  DESIGNATION -  DANVILLE
 FY0669  PID         -  FY0669
 FY0669  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0669  USGS QUAD   -  DANVILLE (1984)
 FY0669
 FY0669                         *CURRENT SURVEY CONTROL
 FY0669  ___________________________________________________________________
 FY0669* NAD 83(1986)-  36 35 10.     (N)    079 23 31.     (W)     SCALED    
 FY0669* NAVD 88     -       138.261  (meters)     453.61   (feet)  ADJUSTED  
 FY0669  ___________________________________________________________________
 FY0669  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FY0669  DYNAMIC HT  -         138.148 (meters)     453.24  (feet)  COMP
 FY0669  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 FY0669
 FY0669  VERT ORDER  -  FIRST     CLASS II
 FY0669
 FY0669.The horizontal coordinates were scaled from a topographic map and have
 FY0669.an estimated accuracy of +/- 6 seconds.
 FY0669
 FY0669.The orthometric height was determined by differential leveling
 FY0669.and adjusted by the National Geodetic Survey in June 1991..
 FY0669
 FY0669.The geoid height was determined by GEOID03.
 FY0669
 FY0669.The dynamic height is computed by dividing the NAVD 88
 FY0669.geopotential number by the normal gravity value computed on the
 FY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0669.degrees latitude (g = 980.6199 gals.).
 FY0669
 FY0669.The modeled gravity was interpolated from observed gravity values.
 FY0669
 FY0669;                    North         East    Units  Estimated Accuracy
 FY0669;SPC VA S     - 1,028,430.    3,420,180.      MT  (+/- 180 meters Scaled)
 FY0669
 FY0669                          SUPERSEDED SURVEY CONTROL
 FY0669
 FY0669  NGVD 29 (??/??/92)  138.501  (m)          454.40   (f) ADJ UNCH    1 2
 FY0669
 FY0669.Superseded values are not recommended for survey control.
 FY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0669.See file dsdata.txt to determine how the superseded data were derived.
 FY0669
 FY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA438501(NAD 83)
 FY0669_MARKER: DB = BENCH MARK DISK
 FY0669_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FY0669_STAMPING: 454.438 DANVILLE 1932
 FY0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0669
 FY0669  HISTORY     - Date     Condition        Report By
 FY0669  HISTORY     - 1932     MONUMENTED       CGS
 FY0669  HISTORY     - 1966     GOOD             NGS
 FY0669
 FY0669                          STATION DESCRIPTION
 FY0669
 FY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FY0669'AT DANVILLE.
 FY0669'AT DANVILLE, PITTSYLVANIA COUNTY, AT THE MUNICIPAL BUILDING,
 FY0669'ABOUT 30 FEET SOUTHEAST OF THE CENTER LINE OF THE COURT STREET
 FY0669'ENTRANCE, 7-1/2 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 FY0669'SIDEWALK ON THE NORTHEAST SIDE OF THE STREET, 7-1/2 FEET
 FY0669'SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHWEST WING OF THE
 FY0669'BUILDING, IN THE TOP OF A STONE ON THE LAWN, AND ABOUT FLUSH
 FY0669'WITH THE GROUND.  A STANDARD DISK, STAMPED 454.438 DANVILLE 1932.
 FY0669
 FY0669                          STATION RECOVERY (1966)
 FY0669
 FY0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3084 ***********************************************************************
 FY3084  CBN         -  This is a Cooperative Base Network Control Station.
 FY3084  DESIGNATION -  DANVILLE
 FY3084  PID         -  FY3084
 FY3084  STATE/COUNTY-  VA/C OF DANVILLE
 FY3084  USGS QUAD   -  DANVILLE (1984)
 FY3084
 FY3084                         *CURRENT SURVEY CONTROL
 FY3084  ___________________________________________________________________
 FY3084* NAD 83(1993)-  36 36 40.38369(N)    079 23 04.51204(W)     ADJUSTED  
 FY3084* NAVD 88     -       195.2    (meters)     640.     (feet)  GPS OBS   
 FY3084  ___________________________________________________________________
 FY3084  X           -     944,284.894 (meters)                     COMP
 FY3084  Y           -  -5,038,245.411 (meters)                     COMP
 FY3084  Z           -   3,782,945.761 (meters)                     COMP
 FY3084  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 FY3084  ELLIP HEIGHT-         163.22  (meters)          (07/14/04) GPS OBS
 FY3084  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY3084
 FY3084  HORZ ORDER  -  B
 FY3084  ELLP ORDER  -  THIRD     CLASS II
 FY3084
 FY3084.The horizontal coordinates were established by GPS observations
 FY3084.and adjusted by the National Geodetic Survey in June 1994..
 FY3084
 FY3084.The orthometric height was determined by GPS observations and a
 FY3084.high-resolution geoid model.
 FY3084
 FY3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3084
 FY3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3084
 FY3084.The ellipsoidal height was determined by GPS observations
 FY3084.and is referenced to NAD 83.
 FY3084
 FY3084.The geoid height was determined by GEOID03.
 FY3084
 FY3084;                    North         East     Units Scale Factor Converg.
 FY3084;SPC VA S     - 1,031,209.069 3,420,861.032   MT  1.00003185   -0 32 12.8
 FY3084;SPC VA S     - 3,383,225.09 11,223,274.90   sFT  1.00003185   -0 32 12.8
 FY3084;SPC NC       -   317,494.102   575,189.789   MT  1.00015446   -0 13 19.1
 FY3084;SPC NC       - 1,041,645.23  1,887,101.83   sFT  1.00015446   -0 13 19.1
 FY3084;UTM  17      - 4,052,959.661   644,467.176   MT  0.99985713   +0 57 48.9
 FY3084
 FY3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3084!SPC VA S     -   0.99997439  x   1.00003185  =   1.00000623
 FY3084!SPC NC       -   0.99997439  x   1.00015446  =   1.00012884
 FY3084!UTM  17      -   0.99997439  x   0.99985713  =   0.99983152
 FY3084
 FY3084|---------------------------------------------------------------------|
 FY3084| PID    Reference Object                     Distance      Geod. Az  |
 FY3084|                                                           dddmmss.s |
 FY3084| FY4392 STA 064 AZ MK                       141.673 METERS 03258     |
 FY3084| DC5081 DANVILLE RM 1                        21.220 METERS 10606     |
 FY3084| FY3064 MILTON AIRWAY BEACON 34             APPROX.17.2 KM 1072520.8 |
 FY3084| DC5082 DANVILLE RM 2                        22.778 METERS 19634     |
 FY3084| FY4391 STA 064                             131.588 METERS 29420     |
 FY3084| DC5080 DANVILLE AZ MK                                     3085312.1 |
 FY3084|---------------------------------------------------------------------|
 FY3084
 FY3084                          SUPERSEDED SURVEY CONTROL
 FY3084
 FY3084  ELLIP H (08/14/01)  163.24   (m)                       GP(       ) 4 1
 FY3084  ELLIP H (06/29/94)  163.28   (m)                       GP(       ) 4 1
 FY3084  NAD 83(1993)-  36 36 40.38381(N)    079 23 04.51201(W) AD(       ) B
 FY3084  ELLIP H (04/04/94)  163.27   (m)                       GP(       ) 4 1
 FY3084  NAD 83(1986)-  36 36 40.38843(N)    079 23 04.51579(W) AD(       ) 1
 FY3084  NAD 27      -  36 36 39.89418(N)    079 23 05.42880(W) AD(       ) 1
 FY3084  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 FY3084
 FY3084.Superseded values are not recommended for survey control.
 FY3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3084.See file dsdata.txt to determine how the superseded data were derived.
 FY3084
 FY3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4446752960(NAD 83)
 FY3084_MARKER: DS = TRIANGULATION STATION DISK
 FY3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3084_SP_SET: CONCRETE POST
 FY3084_STAMPING: DANVILLE 1941
 FY3084_MARK LOGO: CGS   
 FY3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3084+STABILITY: SURFACE MOTION
 FY3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3084+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 FY3084
 FY3084  HISTORY     - Date     Condition        Report By
 FY3084  HISTORY     - 1941     MONUMENTED       CGS
 FY3084  HISTORY     - 1941     GOOD             CGS
 FY3084  HISTORY     - 1959     GOOD             CGS
 FY3084  HISTORY     - 1964     GOOD             CGS
 FY3084  HISTORY     - 19910105 GOOD
 FY3084  HISTORY     - 19930709 GOOD             NGS
 FY3084  HISTORY     - 19950823 GOOD             NGS
 FY3084  HISTORY     - 20000218 GOOD             WOOLPT
 FY3084  HISTORY     - 20010628 GOOD             VADOT
 FY3084
 FY3084                          STATION DESCRIPTION
 FY3084
 FY3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3084'STATION IS IN THE N EDGE OF THE TOWN OF DANVILLE, ABOUT 1.5
 FY3084'MILES N OF THE BUSINESS DISTRICT, AND 0.3 MILE S OF THE N
 FY3084'CITY LIMITS.  IT IS IN THE SW CORNER OF THE CITY WATER RESERVOIR
 FY3084'GROUNDS, 50 FEET N OF THE CENTER OF THIRD AVENUE, AND 19 FEET
 FY3084'S OF THE RESERVOIR FENCE.  THE DISK IS STAMPED DANVILLE 1941
 FY3084'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3084'
 FY3084'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 FY3084'SET IN CONCRETE.
 FY3084'
 FY3084'REFERENCE MARK NO. 1 IS A STANDARD DISK ENE OF THE STATION
 FY3084'IN THE N CURBING OF THIRD AVENUE.  THE DISK IS STAMPED DANVILLE
 FY3084'NO. 1 1941.
 FY3084'
 FY3084'REFERENCE MARK NO. 2 IS A STANDARD DISK SSW OF THE STATION
 FY3084'IN THE S CURBING OF THIRD AVENUE.  IT IS DIRECTLY IN FRONT
 FY3084'OF HOUSE NO. 123.  THE DISK IS STAMPED DANVILLE NO. 2 1941.
 FY3084'
 FY3084'THE AZIMUTH MARK IS ABOUT 1.5 MILES NW OF THE STATION.  IT
 FY3084'IS 90 FEET E OF THE FARM ROAD, 300 FEET N OF THE FARMHOUSE,
 FY3084'ON THE W SIDE OF A CULTIVATED FIELD, AND IN THE E EDGE OF
 FY3084'A GROVE OF TREES.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION
 FY3084'OF THIRD AVENUE AND NORTH MAIN STREET, GO N ON NORTH MAIN
 FY3084'STREET FOR 0.9 MILE TO THE JUNCTION OF U.S. HIGHWAY 29 AND
 FY3084'STATE HIGHWAY 41.  TURN LEFT ON HIGHWAY 41 AND GO 0.9 MILE
 FY3084'TO A CROSSROADS.  TURN LEFT AND GO 0.8 MILE TO A SIDE ROAD
 FY3084'ON THE LEFT.  TURN LEFT AND GO 0.2 MILE TO A GROVE OF TREES
 FY3084'AND A DIM FARM ROAD ON THE N SIDE OF THE GROVE.  FOLLOW THE
 FY3084'DIM ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FY3084'THE DISK IS STAMPED DANVILLE 1941 AND PROJECTS ABOUT 6
 FY3084'INCHES.
 FY3084'
 FY3084'TO REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN
 FY3084'STREET AND THIRD AVENUE, GO W ON THIRD AVENUE FOR 0.1 MILE
 FY3084'TO THE W END OF THE RESERVOIR FENCE AND THE STATION ON THE
 FY3084'RIGHT.
 FY3084'
 FY3084'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 FY3084
 FY3084                          STATION RECOVERY (1941)
 FY3084
 FY3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FY3084'RECOVERED IN GOOD CONDITION.
 FY3084
 FY3084                          STATION RECOVERY (1959)
 FY3084
 FY3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FY3084'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 FY3084'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK
 FY3084'1 WAS DESTROYED WHEN CONCRETE ENTRANCE DRIVE FOR A NEW FIRE
 FY3084'STATION E OF THE STATION WAS CONSTRUCTED.  DISTANCE TO REFERENCE
 FY3084'MARK 2 CHECKED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR
 FY3084'THE FOLLOWING--
 FY3084'
 FY3084'MARK IS 49.0 FT. S-SW OF THE SW CORNER OF THE FIRE STATION
 FY3084'AND 33.5 FT. S OF A FENCE SURROUNDING A LARGE ELEVATED WATER
 FY3084'TANK AND FLUSH IN THE LAWN OF A CITY PARK.  RESERVOIR AND
 FY3084'SURROUNGING FENCE, MENTIONED IN THE DESCRIPTION, NO LONGER
 FY3084'EXISTED.  A NEW FIRE STATION HAS BEEN CONSTRUCTED JUST E OF THE
 FY3084'STATION.
 FY3084
 FY3084                          STATION RECOVERY (1964)
 FY3084
 FY3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3084'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 FY3084'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO.
 FY3084'1 WERE NOT LOCATED.  IT IS BELIEVED THAT REFERENCE MARK NO.
 FY3084'1 WAS DESTROYED BY ROAD CONSTRUCTION.  THERE IS NOW A LARGE
 FY3084'WATER TANK AND CITY PARK ON THE OLD RESERVOIR SITE.  THE
 FY3084'OBSERVATION WERE MADE FROM REFERENCE MARK NO. 3 ESTABLISHED
 FY3084'AT THIS TIME.  DUE TO A POWER LINE ABOVE THE STATION MARK
 FY3084'A TOWER COULD NOT BE ERRECTED.  THE ORIGINAL TO REACH IS
 FY3084'ADEQUATE.
 FY3084
 FY3084                          STATION RECOVERY (1991)
 FY3084
 FY3084'RECOVERED 1991
 FY3084'RECOVERED IN GOOD CONDITION.
 FY3084
 FY3084                          STATION RECOVERY (1993)
 FY3084
 FY3084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FY3084'THE STATION IS LOCATED IN THE NORTH SECTION OF DANVILLE, ABOUT 1.5 MI
 FY3084'(2.4 KM) NORTH OF THE BUSINESS DISTRICT, 0.3 MI (0.5 KM) SOUTH OF THE
 FY3084'NORTHERN CITY LIMITS AND IN A SMALL PARK NEXT TO FIRE STATION N0.5
 FY3084'AND JUST SOUTH OF A LARGE CITY WATER TANK.  OWNERSHIP--CITY OF
 FY3084'DANVILLE.  RICHARD DRAZENOVICH, P.E., PUBLIC WORKS DIRECTOR, P.O. BOX
 FY3084'3300, DANVILLE, VA 24543.  PHONE--804-799-5245.
 FY3084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58 AND BUSINESS
 FY3084'29 (NORTH MAIN STREET) IN DANVILLE, GO NORTH 0.75 MI (1.21 KM) ON
 FY3084'BUSINESS 29 TO A FORK, TAKE THE LEFT FORK AND GO NORTH ON NORTH MAIN
 FY3084'STREET 0.90 MI (1.45 KM) TO 3RD AVENUE ON THE LEFT, TURN LEFT AND GO
 FY3084'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 FY3084'LOCATED 14.8 M (48.6 FT) WEST OF THE SOUTHWEST CORNER OF FIRE STATION
 FY3084'NUMBER 5, 14.8 M (48.6 FT) NORTH FROM THE CENTERLINE OF 3RD AVENUE,
 FY3084'13.3 M (43.6 FT) NORTHEAST FROM A FIRE HYDRANT, 10.2 M (33.5 FT)
 FY3084'SOUTH FROM FENCE AROUND WATER TOWER AND 1.0 M (3.3 FT) SOUTH FROM A
 FY3084'WITNESS POST.
 FY3084'NOTE, CALL MR. DRAZENOVICH BEFORE OCCCUPATION AS HE WOULD LIKE TO
 FY3084'OBSERVE GPS OPERATIONS.
 FY3084
 FY3084                          STATION RECOVERY (1995)
 FY3084
 FY3084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 FY3084'RECOVERED AS DESCRIBED.
 FY3084
 FY3084                          STATION RECOVERY (2000)
 FY3084
 FY3084'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (JC)
 FY3084'RECOVERED AS DESCRIBED.
 FY3084
 FY3084                          STATION RECOVERY (2001)
 FY3084
 FY3084'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FY3084'RECOVERED AS DESCRIBED.
 FY3084' 
 FY3084'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3085 ***********************************************************************
 FY3085  DESIGNATION -  DANVILLE 1941 RM 3
 FY3085  PID         -  FY3085
 FY3085  STATE/COUNTY-  VA/C OF DANVILLE
 FY3085  USGS QUAD   -  DANVILLE (1984)
 FY3085
 FY3085                         *CURRENT SURVEY CONTROL
 FY3085  ___________________________________________________________________
 FY3085* NAD 83(1993)-  36 36 41.91866(N)    079 23 04.68832(W)     ADJUSTED  
 FY3085* NAVD 88     -       194.8    (meters)     639.     (feet)  VERTCON   
 FY3085  ___________________________________________________________________
 FY3085  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 FY3085  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY3085
 FY3085  HORZ ORDER  -  THIRD
 FY3085
 FY3085.The horizontal coordinates were established by classical geodetic methods
 FY3085.and adjusted by the National Geodetic Survey in September 1995..
 FY3085
 FY3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3085
 FY3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3085
 FY3085.The geoid height was determined by GEOID03.
 FY3085
 FY3085;                    North         East     Units Scale Factor Converg.
 FY3085;SPC VA S     - 1,031,256.425 3,420,857.095   MT  1.00003175   -0 32 12.9
 FY3085;SPC VA S     - 3,383,380.45 11,223,261.99   sFT  1.00003175   -0 32 12.9
 FY3085;UTM  17      - 4,053,006.889   644,462.001   MT  0.99985712   +0 57 48.8
 FY3085
 FY3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3085!SPC VA S     -   0.99997445  x   1.00003175  =   1.00000620
 FY3085!UTM  17      -   0.99997445  x   0.99985712  =   0.99983157
 FY3085
 FY3085:                Primary Azimuth Mark                     Grid Az
 FY3085:SPC VA S     -  WHITE OAK MOUNTIAN ATT TOWER             000 53 52.2
 FY3085:UTM  17      -  WHITE OAK MOUNTIAN ATT TOWER             359 23 50.5
 FY3085
 FY3085|---------------------------------------------------------------------|
 FY3085| PID    Reference Object                     Distance      Geod. Az  |
 FY3085|                                                           dddmmss.s |
 FY3085| FY3097 WHITE OAK MOUNTIAN ATT TOWER        APPROX.14.5 KM 0002139.3 |
 FY3085| FY3071 DANVILLE CO RD 729 PEDESTAL         APPROX. 4.8 KM 1202434.0 |
 FY3085| FY3084 DANVILLE                             47.518 METERS 17443     |
 FY3085| FY3089 WHITE RESET                         APPROX. 9.0 KM 2124754.0 |
 FY3085| FY3092 DANVILLE MAPLEWOOD STREET TANK      APPROX. 2.5 KM 3363453.5 |
 FY3085|---------------------------------------------------------------------|
 FY3085
 FY3085                          SUPERSEDED SURVEY CONTROL
 FY3085
 FY3085  NAD 83(1986)-  36 36 41.92334(N)    079 23 04.69206(W) AD(       ) 3
 FY3085  NAD 27      -  36 36 41.42928(N)    079 23 05.60507(W) AD(       ) 3
 FY3085  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 FY3085
 FY3085.Superseded values are not recommended for survey control.
 FY3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3085.See file dsdata.txt to determine how the superseded data were derived.
 FY3085
 FY3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4446253007(NAD 83)
 FY3085_MARKER: DR = REFERENCE MARK DISK
 FY3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3085+STABILITY: SURFACE MOTION
 FY3085
 FY3085  HISTORY     - Date     Condition        Report By
 FY3085  HISTORY     - 1964     MONUMENTED       CGS
 FY3085  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 FY3085
 FY3085                          STATION DESCRIPTION
 FY3085
 FY3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3085'THE STATION IS LOCATED 1.5 MILES NORTH OF THE BUSINESS DISTRICT,
 FY3085'0.3 MILE SOUTH OF THE NORTH CITY LIMITS AND AT THE SITE
 FY3085'OF A FIRE STATION AND A WATER TANK.
 FY3085'
 FY3085'TO REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN STREET
 FY3085'AND THIRD AVENUE, GO WEST ON THIRD AVENUE FOR 0.1 MILE TO THE
 FY3085'STATION ON THE RIGHT.
 FY3085'
 FY3085'THE STATION MARK, REFERENCE MARK NO. 3, IS 35 FEET NORTHWEST
 FY3085'OF A FIRE PLUG, 16 FEET WEST OF A WOVEN WIRE FENCE AND 15
 FY3085'FEET SOUTH OF A WOVEN WIRE FENCE.  IT IS A STANDARD REFERENCE
 FY3085'DISK SET IN A FLUSH SQUARE CONCRETE MONUMENT AND IS STAMPED
 FY3085'DANVILLE NO 3 1941.  AN UNDERGROUND MARK WAS ALSO SET.
 FY3085'
 FY3085'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 FY3085
 FY3085                          STATION RECOVERY (2005)
 FY3085
 FY3085'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3085'DID NOT FIND, THERE IS NO FENCE CLOSE TO THE ONLY FIRE HYDRANT IN THE
 FY3085'AREA.  MAY BE LOST DUE TO STREET CONSTRUCTION SINCE 1941
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3075 ***********************************************************************
 FY3075  DESIGNATION -  DANVILLE CH OF THE EPIPHANY
 FY3075  PID         -  FY3075
 FY3075  STATE/COUNTY-  VA/C OF DANVILLE
 FY3075  USGS QUAD   -  DANVILLE (1984)
 FY3075
 FY3075                         *CURRENT SURVEY CONTROL
 FY3075  ___________________________________________________________________
 FY3075* NAD 83(1993)-  36 35 03.44784(N)    079 23 48.59248(W)     ADJUSTED  
 FY3075* NAVD 88     -                                                        
 FY3075  ___________________________________________________________________
 FY3075  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 FY3075  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY3075
 FY3075  HORZ ORDER  -  THIRD
 FY3075
 FY3075.The horizontal coordinates were established by classical geodetic methods
 FY3075.and adjusted by the National Geodetic Survey in September 1995..
 FY3075
 FY3075
 FY3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3075
 FY3075.The geoid height was determined by GEOID03.
 FY3075
 FY3075;                    North         East     Units Scale Factor Converg.
 FY3075;SPC VA S     - 1,028,231.385 3,419,737.226   MT  1.00003810   -0 32 39.5
 FY3075;SPC VA S     - 3,373,455.80 11,219,587.88   sFT  1.00003810   -0 32 39.5
 FY3075;SPC NC       -   314,509.942   574,082.248   MT  1.00014337   -0 13 44.5
 FY3075;SPC NC       - 1,031,854.70  1,883,468.18   sFT  1.00014337   -0 13 44.5
 FY3075;UTM  17      - 4,049,954.115   643,421.900   MT  0.99985343   +0 57 20.4
 FY3075
 FY3075                          SUPERSEDED SURVEY CONTROL
 FY3075
 FY3075  NAD 83(1986)-  36 35 03.45159(N)    079 23 48.59685(W) AD(       ) 4
 FY3075  NAD 27      -  36 35 02.95000(N)    079 23 49.51000(W) AD(       ) 3
 FY3075
 FY3075.Superseded values are not recommended for survey control.
 FY3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3075.See file dsdata.txt to determine how the superseded data were derived.
 FY3075
 FY3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4342249954(NAD 83)
 FY3075_MARKER: 90 = CHURCH SPIRE
 FY3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3075+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3075
 FY3075  HISTORY     - Date     Condition        Report By
 FY3075  HISTORY     - 1941     FIRST OBSERVED   CGS
 FY3075  HISTORY     - 1959     GOOD             CGS
 FY3075  HISTORY     - 1984     GOOD             USPSQD
 FY3075  HISTORY     - 20050507 GOOD             USPSQD
 FY3075
 FY3075                          STATION DESCRIPTION
 FY3075
 FY3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3075'AN INTERSECTION STATION.  THE STATION IS THE CENTER OF THE
 FY3075'CROSS ON THE STEEPLE OF THE CHURCH OF THE EPIPHANY WHICH
 FY3075'IS ON THE CORNER OF JEFFERSON AVENUE AND MAIN STREET IN
 FY3075'DANVILLE.
 FY3075
 FY3075                          STATION RECOVERY (1959)
 FY3075
 FY3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FY3075'STATION RECOVERED AS DESCRIBED.
 FY3075
 FY3075                          STATION RECOVERY (1984)
 FY3075
 FY3075'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3075'STATION RECOVERED GOOD.
 FY3075'
 FY3075'LOCATED AS DESCRIBED.
 FY3075
 FY3075                          STATION RECOVERY (2005)
 FY3075
 FY3075'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3071 ***********************************************************************
 FY3071  DESIGNATION -  DANVILLE CO RD 729 PEDESTAL
 FY3071  PID         -  FY3071
 FY3071  STATE/COUNTY-  VA/PITTSYLVANIA
 FY3071  USGS QUAD   -  RINGGOLD (1985)
 FY3071
 FY3071                         *CURRENT SURVEY CONTROL
 FY3071  ___________________________________________________________________
 FY3071* NAD 83(1993)-  36 35 23.87716(N)    079 20 19.86588(W)     ADJUSTED  
 FY3071* NAVD 88     -                                                        
 FY3071  ___________________________________________________________________
 FY3071  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 FY3071  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FY3071
 FY3071  HORZ ORDER  -  THIRD
 FY3071
 FY3071.The horizontal coordinates were established by classical geodetic methods
 FY3071.and adjusted by the National Geodetic Survey in September 1995..
 FY3071
 FY3071
 FY3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3071
 FY3071.The geoid height was determined by GEOID03.
 FY3071
 FY3071;                    North         East     Units Scale Factor Converg.
 FY3071;SPC VA S     - 1,028,813.415 3,424,931.621   MT  1.00003677   -0 30 32.8
 FY3071;SPC VA S     - 3,375,365.35 11,236,629.83   sFT  1.00003677   -0 30 32.8
 FY3071;UTM  17      - 4,050,671.769   648,598.379   MT  0.99987205   +0 59 25.3
 FY3071
 FY3071                          SUPERSEDED SURVEY CONTROL
 FY3071
 FY3071  NAD 83(1986)-  36 35 23.88073(N)    079 20 19.86792(W) AD(       ) 4
 FY3071  NAD 27      -  36 35 23.38680(N)    079 20 20.78866(W) AD(       ) 3
 FY3071
 FY3071.Superseded values are not recommended for survey control.
 FY3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3071.See file dsdata.txt to determine how the superseded data were derived.
 FY3071
 FY3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4859850672(NAD 83)
 FY3071_MARKER: 53 = ELEVATED TANK
 FY3071
 FY3071  HISTORY     - Date     Condition        Report By
 FY3071  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3071  HISTORY     - 1966     GOOD             CGS
 FY3071  HISTORY     - 1974     GOOD             NGS
 FY3071  HISTORY     - 1978     GOOD             NGS
 FY3071
 FY3071                          STATION DESCRIPTION
 FY3071
 FY3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3071'THE CITY OF DANVILLE PEDESTAL SPHERE WATER TANK IS LOCATED
 FY3071'3 MILES EAST OF DANVILLE, 1 MILE NORTH OF THE DANVILLE AIRPORT,
 FY3071'1/2 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 58 AND COUNTY
 FY3071'ROAD 729 AND ON THE WEST SIDE OF COUNTY ROAD 729.
 FY3071'
 FY3071'THE PEDESTAL SPHERE WATER TANK IS PAINTED DARK GREEN ON THE
 FY3071'BASE AND LIGHT GREEN ON THE TOP AND IS APPROXIMATELY 125
 FY3071'FEET HIGH.  PAINTED ON THE SIDE OF THE TANK IS DANVILLE VA.
 FY3071'THE APEX WAS THE POINT INTERSECTED.
 FY3071
 FY3071                          STATION RECOVERY (1966)
 FY3071
 FY3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 FY3071'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 FY3071'IS GOOD.
 FY3071
 FY3071                          STATION RECOVERY (1974)
 FY3071
 FY3071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 FY3071'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FY3071'
 FY3071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3 MILES
 FY3071'EAST OF DANVILLE.
 FY3071
 FY3071                          STATION RECOVERY (1978)
 FY3071
 FY3071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (MWJ)
 FY3071'RECOVERED AS DESCRIBED.  QUAD 360791 STA 1062.
 FY3071'
 FY3071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY 3
 FY3071'MILES EAST OF DANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3076 ***********************************************************************
 FY3076  DESIGNATION -  DANVILLE DAN RIVER MILL STACK
 FY3076  PID         -  FY3076
 FY3076  STATE/COUNTY-  VA/C OF DANVILLE
 FY3076  USGS QUAD   -  DANVILLE (1984)
 FY3076
 FY3076                         *CURRENT SURVEY CONTROL
 FY3076  ___________________________________________________________________
 FY3076* NAD 83(1993)-  36 34 16.42878(N)    079 25 35.14781(W)     ADJUSTED  
 FY3076* NAVD 88     -                                                        
 FY3076  ___________________________________________________________________
 FY3076  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FY3076  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY3076
 FY3076  HORZ ORDER  -  THIRD
 FY3076
 FY3076.The horizontal coordinates were established by classical geodetic methods
 FY3076.and adjusted by the National Geodetic Survey in September 1995..
 FY3076
 FY3076
 FY3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3076
 FY3076.The geoid height was determined by GEOID03.
 FY3076
 FY3076;                    North         East     Units Scale Factor Converg.
 FY3076;SPC VA S     - 1,026,807.618 3,417,074.121   MT  1.00004122   -0 33 44.2
 FY3076;SPC VA S     - 3,368,784.66 11,210,850.68   sFT  1.00004122   -0 33 44.2
 FY3076;UTM  17      - 4,048,461.410   640,797.479   MT  0.99984424   +0 56 15.8
 FY3076
 FY3076                          SUPERSEDED SURVEY CONTROL
 FY3076
 FY3076  NAD 83(1986)-  36 34 16.43110(N)    079 25 35.15275(W) AD(       ) 4
 FY3076  NAD 27      -  36 34 15.93800(N)    079 25 36.06100(W) AD(       ) 3
 FY3076
 FY3076.Superseded values are not recommended for survey control.
 FY3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3076.See file dsdata.txt to determine how the superseded data were derived.
 FY3076
 FY3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4079748461(NAD 83)
 FY3076_MARKER: 63 = STACK
 FY3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3076+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3076
 FY3076  HISTORY     - Date     Condition        Report By
 FY3076  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY3076  HISTORY     - 1941     GOOD             CGS
 FY3076  HISTORY     - 1984     GOOD             USPSQD
 FY3076  HISTORY     - 1985     GOOD             USPSQD
 FY3076  HISTORY     - 20050507 GOOD             USPSQD
 FY3076
 FY3076                          STATION DESCRIPTION
 FY3076
 FY3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3076'THE STATION IS THE CENTER OF THE LARGEST AND MOST WESTERLY
 FY3076'OF THREE RED BRICK STACKS OF THE DAN RIVER COTTON MILLS.
 FY3076'IT IS IN THE SOUTH-WEST EDGE OF DANVILLE AT THE MAIN PLANT.
 FY3076
 FY3076                          STATION RECOVERY (1984)
 FY3076
 FY3076'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3076'STATION RECOVERED GOOD.
 FY3076'
 FY3076'LOCATED AS DESCRIBED.
 FY3076
 FY3076                          STATION RECOVERY (1985)
 FY3076
 FY3076'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3076'RECOVERED IN GOOD CONDITION.
 FY3076
 FY3076                          STATION RECOVERY (2005)
 FY3076
 FY3076'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3077 ***********************************************************************
 FY3077  DESIGNATION -  DANVILLE DAN RIVER MILL TANK
 FY3077  PID         -  FY3077
 FY3077  STATE/COUNTY-  VA/C OF DANVILLE
 FY3077  USGS QUAD   -  DANVILLE (1984)
 FY3077
 FY3077                         *CURRENT SURVEY CONTROL
 FY3077  ___________________________________________________________________
 FY3077* NAD 83(1993)-  36 34 19.36803(N)    079 25 45.40874(W)     ADJUSTED  
 FY3077* NAVD 88     -                                                        
 FY3077  ___________________________________________________________________
 FY3077  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 FY3077  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY3077
 FY3077  HORZ ORDER  -  THIRD
 FY3077
 FY3077.The horizontal coordinates were established by classical geodetic methods
 FY3077.and adjusted by the National Geodetic Survey in September 1995..
 FY3077
 FY3077
 FY3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3077
 FY3077.The geoid height was determined by GEOID03.
 FY3077
 FY3077;                    North         East     Units Scale Factor Converg.
 FY3077;SPC VA S     - 1,026,900.727 3,416,819.891   MT  1.00004102   -0 33 50.4
 FY3077;SPC VA S     - 3,369,090.14 11,210,016.59   sFT  1.00004102   -0 33 50.4
 FY3077;UTM  17      - 4,048,547.815   640,540.949   MT  0.99984335   +0 56 09.7
 FY3077
 FY3077                          SUPERSEDED SURVEY CONTROL
 FY3077
 FY3077  NAD 83(1986)-  36 34 19.37176(N)    079 25 45.41244(W) AD(       ) 4
 FY3077  NAD 27      -  36 34 18.87473(N)    079 25 46.32214(W) AD(       ) 3
 FY3077
 FY3077.Superseded values are not recommended for survey control.
 FY3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3077.See file dsdata.txt to determine how the superseded data were derived.
 FY3077
 FY3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4054148548(NAD 83)
 FY3077_MARKER: 53 = ELEVATED TANK
 FY3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3077+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3077
 FY3077  HISTORY     - Date     Condition        Report By
 FY3077  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY3077  HISTORY     - 1941     GOOD             CGS
 FY3077  HISTORY     - 1964     GOOD             CGS
 FY3077  HISTORY     - 1984     GOOD             USPSQD
 FY3077  HISTORY     - 1985     GOOD             USPSQD
 FY3077  HISTORY     - 20050507 GOOD             USPSQD
 FY3077
 FY3077                          STATION DESCRIPTION
 FY3077
 FY3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3077'THE STATION IS THE CENTER OF THE FINIAL OF THE SILVER COLORED
 FY3077'WATER TANK OF THE DAN RIVER COTTON MILLS.  THE TANK IS ABOUT
 FY3077'150 FEET HIGH AND IS SET ON SIX LEGS.  IT IS ABOUT 100 YARDS
 FY3077'WEST OF SPENCER AVENUE IN THE WEST EDGE OF THE PREMISES.  THE
 FY3077'MILL IS IN THE SOUTHWEST EDGE OF DANVILLE.
 FY3077
 FY3077                          STATION RECOVERY (1964)
 FY3077
 FY3077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3077'THE DAN RIVER COTTON MILLS WATER TANK IS LOCATED IN THE WESTERN
 FY3077'PART OF DANVILLE AND 300 FEET NORTH OF WEST MAIN STREET
 FY3077'IN BACK OF THE MILL.
 FY3077'
 FY3077'THE WATER TANK IS CONICAL ROOF HEMISPHERICAL BOTTOM TANK
 FY3077'WITH 6 LACED CHANNEL LEGS WITH A RISER IN THE CENTER.  IT
 FY3077'IS PAINTED ALUMINUM AND IS APPROXIMATELY 150 FEET HIGH.  THE
 FY3077'APEX OF THE TANK WAS THE POINT INTERSECTED.
 FY3077
 FY3077                          STATION RECOVERY (1984)
 FY3077
 FY3077'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3077'STATION RECOVERED GOOD.
 FY3077'
 FY3077'LOCATED AS DESCRIBED.
 FY3077
 FY3077                          STATION RECOVERY (1985)
 FY3077
 FY3077'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3077'RECOVERED IN GOOD CONDITION.
 FY3077
 FY3077                          STATION RECOVERY (2005)
 FY3077
 FY3077'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3078 ***********************************************************************
 FY3078  DESIGNATION -  DANVILLE EDGEWOOD DRIVE TANK
 FY3078  PID         -  FY3078
 FY3078  STATE/COUNTY-  VA/C OF DANVILLE
 FY3078  USGS QUAD   -  DANVILLE (1984)
 FY3078
 FY3078                         *CURRENT SURVEY CONTROL
 FY3078  ___________________________________________________________________
 FY3078* NAD 83(1993)-  36 33 50.80759(N)    079 26 33.90884(W)     ADJUSTED  
 FY3078* NAVD 88     -                                                        
 FY3078  ___________________________________________________________________
 FY3078  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 FY3078  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY3078
 FY3078  HORZ ORDER  -  THIRD
 FY3078
 FY3078.The horizontal coordinates were established by classical geodetic methods
 FY3078.and adjusted by the National Geodetic Survey in September 1995..
 FY3078
 FY3078
 FY3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3078
 FY3078.The geoid height was determined by GEOID03.
 FY3078
 FY3078;                    North         East     Units Scale Factor Converg.
 FY3078;SPC VA S     - 1,026,032.319 3,415,605.234   MT  1.00004293   -0 34 19.8
 FY3078;SPC VA S     - 3,366,241.03 11,206,031.51   sFT  1.00004293   -0 34 19.8
 FY3078;UTM  17      - 4,047,648.088   639,349.681   MT  0.99983924   +0 55 40.2
 FY3078
 FY3078                          SUPERSEDED SURVEY CONTROL
 FY3078
 FY3078  NAD 83(1986)-  36 33 50.81208(N)    079 26 33.91194(W) AD(       ) 4
 FY3078  NAD 27      -  36 33 50.31360(N)    079 26 34.82013(W) AD(       ) 3
 FY3078
 FY3078.Superseded values are not recommended for survey control.
 FY3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3078.See file dsdata.txt to determine how the superseded data were derived.
 FY3078
 FY3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3935047648(NAD 83)
 FY3078_MARKER: 53 = ELEVATED TANK
 FY3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3078+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3078
 FY3078  HISTORY     - Date     Condition        Report By
 FY3078  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3078  HISTORY     - 1984     GOOD             USPSQD
 FY3078  HISTORY     - 20050507 GOOD             USPSQD
 FY3078
 FY3078                          STATION DESCRIPTION
 FY3078
 FY3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3078'THE CITY OF DANVILLE WATER TANK IS LOCATED 4 MILES SOUTHWEST
 FY3078'OF DANVILLE AND SOUTHWEST OF THE JUNCTION OF EDGEWOOD DRIVE
 FY3078'AND WEST MAIN STREET (U.S. HIGHWAY 29).
 FY3078'
 FY3078'THE WATER TANK IS OBLOIDAL WITH 8 PIPE LEGS AND A RISER
 FY3078'IN THE CENTER, PAINTED DARK GREEN ON THE BASE AND LIGHT
 FY3078'GREEN ON THE TOP.  IT IS 125 FEET HIGH AND HAS DANVILLE VA.
 FY3078'PAINTED ON THE TANK.  THE APEX OF THE TANK WAS THE POINT
 FY3078'INTERSECTED.
 FY3078
 FY3078                          STATION RECOVERY (1984)
 FY3078
 FY3078'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3078'STATION RECOVERED GOOD.
 FY3078'
 FY3078'LOCATED AS DESCRIBED.
 FY3078
 FY3078                          STATION RECOVERY (2005)
 FY3078
 FY3078'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3078'TANK IS NOW PAINTED A LIGHT BLUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3079 ***********************************************************************
 FY3079  DESIGNATION -  DANVILLE FIRST BAPTIST CHURCH
 FY3079  PID         -  FY3079
 FY3079  STATE/COUNTY-  VA/C OF DANVILLE
 FY3079  USGS QUAD   -  DANVILLE (1984)
 FY3079
 FY3079                         *CURRENT SURVEY CONTROL
 FY3079  ___________________________________________________________________
 FY3079* NAD 83(1993)-  36 34 56.98009(N)    079 23 55.44282(W)     ADJUSTED  
 FY3079* NAVD 88     -                                                        
 FY3079  ___________________________________________________________________
 FY3079  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 FY3079  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY3079
 FY3079  HORZ ORDER  -  THIRD
 FY3079
 FY3079.The horizontal coordinates were established by classical geodetic methods
 FY3079.and adjusted by the National Geodetic Survey in September 1995..
 FY3079
 FY3079
 FY3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3079
 FY3079.The geoid height was determined by GEOID03.
 FY3079
 FY3079;                    North         East     Units Scale Factor Converg.
 FY3079;SPC VA S     - 1,028,033.638 3,419,565.033   MT  1.00003853   -0 32 43.7
 FY3079;SPC VA S     - 3,372,807.03 11,219,022.95   sFT  1.00003853   -0 32 43.7
 FY3079;SPC NC       -   314,311.230   573,911.129   MT  1.00014264   -0 13 48.5
 FY3079;SPC NC       - 1,031,202.76  1,882,906.76   sFT  1.00014264   -0 13 48.5
 FY3079;UTM  17      - 4,049,751.966   643,254.974   MT  0.99985284   +0 57 16.1
 FY3079
 FY3079                          SUPERSEDED SURVEY CONTROL
 FY3079
 FY3079  NAD 83(1986)-  36 34 56.98383(N)    079 23 55.44724(W) AD(       ) 4
 FY3079  NAD 27      -  36 34 56.48000(N)    079 23 56.36000(W) AD(       ) 3
 FY3079
 FY3079.Superseded values are not recommended for survey control.
 FY3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3079.See file dsdata.txt to determine how the superseded data were derived.
 FY3079
 FY3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4325549752(NAD 83)
 FY3079_MARKER: 90 = CHURCH SPIRE
 FY3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3079+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3079
 FY3079  HISTORY     - Date     Condition        Report By
 FY3079  HISTORY     - 1941     FIRST OBSERVED   CGS
 FY3079  HISTORY     - 1959     GOOD             CGS
 FY3079  HISTORY     - 1984     GOOD             USPSQD
 FY3079  HISTORY     - 1985     GOOD             USPSQD
 FY3079  HISTORY     - 20050507 GOOD             USPSQD
 FY3079
 FY3079                          STATION DESCRIPTION
 FY3079
 FY3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3079'AN INTERSECTION STATION.  THE STATION IS THE CENTER OF THE
 FY3079'FINIAL ON THE SPIRE OF THE FIRST BAPTIST CHURCH WHICH IS AT
 FY3079'THE INTERSECTION OF CHESTNUT PLACE AND MAIN STREET IN DANVILLE.
 FY3079
 FY3079                          STATION RECOVERY (1959)
 FY3079
 FY3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FY3079'STATION RECOVERED AS DESCRIBED.
 FY3079
 FY3079                          STATION RECOVERY (1984)
 FY3079
 FY3079'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3079'STATION RECOVERED GOOD.
 FY3079'
 FY3079'LOCATED AS DESCRIBED.
 FY3079
 FY3079                          STATION RECOVERY (1985)
 FY3079
 FY3079'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3079'RECOVERED IN GOOD CONDITION.
 FY3079
 FY3079                          STATION RECOVERY (2005)
 FY3079
 FY3079'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3092 ***********************************************************************
 FY3092  DESIGNATION -  DANVILLE MAPLEWOOD STREET TANK
 FY3092  PID         -  FY3092
 FY3092  STATE/COUNTY-  VA/C OF DANVILLE
 FY3092  USGS QUAD   -  MOUNT HERMON (1985)
 FY3092
 FY3092                         *CURRENT SURVEY CONTROL
 FY3092  ___________________________________________________________________
 FY3092* NAD 83(1993)-  36 37 55.94537(N)    079 23 44.47079(W)     ADJUSTED  
 FY3092* NAVD 88     -                                                        
 FY3092  ___________________________________________________________________
 FY3092  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 FY3092  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY3092
 FY3092  HORZ ORDER  -  THIRD
 FY3092
 FY3092.The horizontal coordinates were established by classical geodetic methods
 FY3092.and adjusted by the National Geodetic Survey in September 1995..
 FY3092
 FY3092
 FY3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3092
 FY3092.The geoid height was determined by GEOID03.
 FY3092
 FY3092;                    North         East     Units Scale Factor Converg.
 FY3092;SPC VA S     - 1,033,547.597 3,419,890.138   MT  1.00002713   -0 32 37.0
 FY3092;SPC VA S     - 3,390,897.41 11,220,089.56   sFT  1.00002713   -0 32 37.0
 FY3092;UTM  17      - 4,055,271.556   643,435.549   MT  0.99985347   +0 57 26.7
 FY3092
 FY3092                          SUPERSEDED SURVEY CONTROL
 FY3092
 FY3092  NAD 83(1986)-  36 37 55.94960(N)    079 23 44.47425(W) AD(       ) 4
 FY3092  NAD 27      -  36 37 55.45551(N)    079 23 45.38529(W) AD(       ) 3
 FY3092
 FY3092.Superseded values are not recommended for survey control.
 FY3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3092.See file dsdata.txt to determine how the superseded data were derived.
 FY3092
 FY3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4343655272(NAD 83)
 FY3092_MARKER: 53 = ELEVATED TANK
 FY3092
 FY3092  HISTORY     - Date     Condition        Report By
 FY3092  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3092  HISTORY     - 1984     GOOD             USPSQD
 FY3092
 FY3092                          STATION DESCRIPTION
 FY3092
 FY3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3092'THE CITY OF DANVILLE WATER TANK IS LOCATED 3 MILES NORTH
 FY3092'OF DANVILLE, ON THE WEST SIDE OF PINEY FOREST ROAD (U.S.
 FY3092'HIGHWAY ALT. 29) AND NORTH OF MAPLEWOOD STREET.
 FY3092'
 FY3092'THE WATER TANK IS OBLOIDAL WITH 8 PIPE LEGS AND A RISER IN
 FY3092'THE CENTER, PAINTED DARD GREEN ON THE BASE AND LIGHT GREEN
 FY3092'ON THE TOP.  IT IS 125 FEET HIGH AND HAS DANVILLE PAINTED
 FY3092'ON THE TANK.  THE APEX OF THE TANK WAS THE POINT INTERSECTED.
 FY3092
 FY3092                          STATION RECOVERY (1984)
 FY3092
 FY3092'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3092'STATION RECOVERED GOOD.
 FY3092'
 FY3092'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3080 ***********************************************************************
 FY3080  DESIGNATION -  DANVILLE MT VERNON METH CHURCH
 FY3080  PID         -  FY3080
 FY3080  STATE/COUNTY-  VA/C OF DANVILLE
 FY3080  USGS QUAD   -  DANVILLE (1984)
 FY3080
 FY3080                         *CURRENT SURVEY CONTROL
 FY3080  ___________________________________________________________________
 FY3080* NAD 83(1993)-  36 34 44.64255(N)    079 24 13.88913(W)     ADJUSTED  
 FY3080* NAVD 88     -                                                        
 FY3080  ___________________________________________________________________
 FY3080  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FY3080  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY3080
 FY3080  HORZ ORDER  -  THIRD
 FY3080
 FY3080.The horizontal coordinates were established by classical geodetic methods
 FY3080.and adjusted by the National Geodetic Survey in September 1995..
 FY3080
 FY3080
 FY3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3080
 FY3080.The geoid height was determined by GEOID03.
 FY3080
 FY3080;                    North         East     Units Scale Factor Converg.
 FY3080;SPC VA S     - 1,027,657.714 3,419,102.820   MT  1.00003934   -0 32 54.9
 FY3080;SPC VA S     - 3,371,573.68 11,217,506.50   sFT  1.00003934   -0 32 54.9
 FY3080;SPC NC       -   313,932.729   573,450.944   MT  1.00014125   -0 13 59.1
 FY3080;SPC NC       - 1,029,960.96  1,881,396.97   sFT  1.00014125   -0 13 59.1
 FY3080;UTM  17      - 4,049,364.145   642,802.844   MT  0.99985124   +0 57 04.9
 FY3080
 FY3080                          SUPERSEDED SURVEY CONTROL
 FY3080
 FY3080  NAD 83(1986)-  36 34 44.64817(N)    079 24 13.89196(W) AD(       ) 4
 FY3080  NAD 27      -  36 34 44.13900(N)    079 24 14.80900(W) AD(       ) 3
 FY3080
 FY3080.Superseded values are not recommended for survey control.
 FY3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3080.See file dsdata.txt to determine how the superseded data were derived.
 FY3080
 FY3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4280349364(NAD 83)
 FY3080_MARKER: 90 = CHURCH SPIRE
 FY3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3080+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3080
 FY3080  HISTORY     - Date     Condition        Report By
 FY3080  HISTORY     - 1941     FIRST OBSERVED   CGS
 FY3080  HISTORY     - 1984     GOOD             USPSQD
 FY3080  HISTORY     - 1985     GOOD             USPSQD
 FY3080  HISTORY     - 20050507 GOOD             USPSQD
 FY3080
 FY3080                          STATION DESCRIPTION
 FY3080
 FY3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3080'AN INTERSECTION STATION.  THE STATION IS THE CENTER OF THE
 FY3080'FINIAL ON THE SPIRE OF THE MOUNT VERNON METHODIST CHURCH
 FY3080'WHICH IS AT INTERSECTION OF EAST MAIN AND WEST MAIN STREETS
 FY3080'IN DANVILLE.  THE SPIRE IS ON TOP OF THE BELFRY.
 FY3080
 FY3080                          STATION RECOVERY (1984)
 FY3080
 FY3080'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3080'STATION RECOVERED GOOD.
 FY3080'
 FY3080'LOCATED AS DESCRIBED.
 FY3080
 FY3080                          STATION RECOVERY (1985)
 FY3080
 FY3080'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3080'RECOVERED IN GOOD CONDITION.
 FY3080
 FY3080                          STATION RECOVERY (2005)
 FY3080
 FY3080'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3080'MT VERNON METH CHURCH IS LOCATED AT THE INTERSECTION OF WEST MAIN
 FY3080'STREET AND SOUTH MAIN STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3081 ***********************************************************************
 FY3081  DESIGNATION -  DANVILLE RAD STA WDVA MAST
 FY3081  PID         -  FY3081
 FY3081  STATE/COUNTY-  VA/C OF DANVILLE
 FY3081  USGS QUAD   -  DANVILLE (1984)
 FY3081
 FY3081                         *CURRENT SURVEY CONTROL
 FY3081  ___________________________________________________________________
 FY3081* NAD 83(1993)-  36 34 51.18760(N)    079 26 38.97114(W)     ADJUSTED  
 FY3081* NAVD 88     -                                                        
 FY3081  ___________________________________________________________________
 FY3081  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 FY3081  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 FY3081
 FY3081  HORZ ORDER  -  THIRD
 FY3081
 FY3081.The horizontal coordinates were established by classical geodetic methods
 FY3081.and adjusted by the National Geodetic Survey in September 1995..
 FY3081
 FY3081
 FY3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3081
 FY3081.The geoid height was determined by GEOID03.
 FY3081
 FY3081;                    North         East     Units Scale Factor Converg.
 FY3081;SPC VA S     - 1,027,894.768 3,415,497.972   MT  1.00003891   -0 34 22.9
 FY3081;SPC VA S     - 3,372,351.42 11,205,679.60   sFT  1.00003891   -0 34 22.9
 FY3081;UTM  17      - 4,049,506.715   639,193.726   MT  0.99983870   +0 55 38.5
 FY3081
 FY3081                          SUPERSEDED SURVEY CONTROL
 FY3081
 FY3081  NAD 83(1986)-  36 34 51.19224(N)    079 26 38.97467(W) AD(       ) 4
 FY3081  NAD 27      -  36 34 50.69346(N)    079 26 39.88381(W) AD(       ) 3
 FY3081
 FY3081.Superseded values are not recommended for survey control.
 FY3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3081.See file dsdata.txt to determine how the superseded data were derived.
 FY3081
 FY3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3919449507(NAD 83)
 FY3081_MARKER: 42 = RADIO/TV MAST
 FY3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3081+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3081
 FY3081  HISTORY     - Date     Condition        Report By
 FY3081  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3081  HISTORY     - 1984     GOOD             USPSQD
 FY3081  HISTORY     - 20050507 GOOD             USPSQD
 FY3081
 FY3081                          STATION DESCRIPTION
 FY3081
 FY3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3081'THE WDVA MAST IS LOCATED 4 MILES WEST OF DANVILLE AND ON THE
 FY3081'SOUTH SIDE OF U.S. HIGHWAY 58 AND EAST OF LEXINGTON AVENUE.
 FY3081'
 FY3081'THE MAST IS THE EAST ONE OF THREE.  IT IS A 3-LEGGED STEEL
 FY3081'SELF SUPPORTED STRUCTURE, PAINTED RED AND WHITE AND IS 214
 FY3081'FEET HIGH.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 FY3081
 FY3081                          STATION RECOVERY (1984)
 FY3081
 FY3081'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3081'STATION RECOVERED GOOD.
 FY3081'
 FY3081'LOCATED AS DESCRIBED - ONE (1) MAST HAS BEEN ADDED - WEST OF
 FY3081'THREE (3) DESCRIBED.  IT IS A SINGLE LEG, GUY WIRED MAST PAINTED
 FY3081'SILVER.
 FY3081
 FY3081                          STATION RECOVERY (2005)
 FY3081
 FY3081'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3082 ***********************************************************************
 FY3082  DESIGNATION -  DANVILLE RIVERSIDE COTTON STK
 FY3082  PID         -  FY3082
 FY3082  STATE/COUNTY-  VA/C OF DANVILLE
 FY3082  USGS QUAD   -  DANVILLE (1984)
 FY3082
 FY3082                         *CURRENT SURVEY CONTROL
 FY3082  ___________________________________________________________________
 FY3082* NAD 83(1993)-  36 35 36.41542(N)    079 23 29.48344(W)     ADJUSTED  
 FY3082* NAVD 88     -                                                        
 FY3082  ___________________________________________________________________
 FY3082  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 FY3082  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY3082
 FY3082  HORZ ORDER  -  THIRD
 FY3082
 FY3082.The horizontal coordinates were established by classical geodetic methods
 FY3082.and adjusted by the National Geodetic Survey in September 1995..
 FY3082
 FY3082
 FY3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3082
 FY3082.The geoid height was determined by GEOID03.
 FY3082
 FY3082;                    North         East     Units Scale Factor Converg.
 FY3082;SPC VA S     - 1,029,243.103 3,420,221.859   MT  1.00003595   -0 32 27.9
 FY3082;SPC VA S     - 3,376,775.08 11,221,177.88   sFT  1.00003595   -0 32 27.9
 FY3082;SPC NC       -   315,524.421   574,561.361   MT  1.00014712   -0 13 33.5
 FY3082;SPC NC       - 1,035,183.04  1,885,040.07   sFT  1.00014712   -0 13 33.5
 FY3082;UTM  17      - 4,050,977.986   643,879.800   MT  0.99985505   +0 57 32.5
 FY3082
 FY3082                          SUPERSEDED SURVEY CONTROL
 FY3082
 FY3082  NAD 83(1986)-  36 35 36.41930(N)    079 23 29.48771(W) AD(       ) 4
 FY3082  NAD 27      -  36 35 35.91900(N)    079 23 30.40200(W) AD(       ) 3
 FY3082
 FY3082.Superseded values are not recommended for survey control.
 FY3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3082.See file dsdata.txt to determine how the superseded data were derived.
 FY3082
 FY3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4388050978(NAD 83)
 FY3082_MARKER: 63 = STACK
 FY3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3082+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 FY3082
 FY3082  HISTORY     - Date     Condition        Report By
 FY3082  HISTORY     - 1941     FIRST OBSERVED   CGS
 FY3082  HISTORY     - 1959     GOOD             CGS
 FY3082  HISTORY     - 1984     GOOD             USPSQD
 FY3082  HISTORY     - 20050507 GOOD             USPSQD
 FY3082
 FY3082                          STATION DESCRIPTION
 FY3082
 FY3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 FY3082'THIS IS AN INTERSECTION STATION.  THE STATION IS THE CENTER
 FY3082'OF THE WHITE CONCRETE STACK OF THE RIVERSIDE COTTON MILL.
 FY3082'IT IS IN THE NW EDGE OF DANVILLE ON THE N SIDE OF THE DAN
 FY3082'RIVER, IS ABOUT 200 YARDS E OF STATE HIGHWAY 58 AND 25 YARDS
 FY3082'E OF A RED-BRICK STACK.
 FY3082
 FY3082                          STATION RECOVERY (1959)
 FY3082
 FY3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FY3082'STATION RECOVERED AS DESCRIBED.
 FY3082
 FY3082                          STATION RECOVERY (1984)
 FY3082
 FY3082'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3082'STATION RECOVERED GOOD.
 FY3082'
 FY3082'LOCATED AS DESCRIBED.
 FY3082
 FY3082                          STATION RECOVERY (2005)
 FY3082
 FY3082'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3083 ***********************************************************************
 FY3083  DESIGNATION -  DANVILLE WITHERS ST PEDESTAL
 FY3083  PID         -  FY3083
 FY3083  STATE/COUNTY-  VA/C OF DANVILLE
 FY3083  USGS QUAD   -  DANVILLE (1984)
 FY3083
 FY3083                         *CURRENT SURVEY CONTROL
 FY3083  ___________________________________________________________________
 FY3083* NAD 83(1993)-  36 33 14.31470(N)    079 27 40.38520(W)     ADJUSTED  
 FY3083* NAVD 88     -                                                        
 FY3083  ___________________________________________________________________
 FY3083  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 FY3083  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FY3083
 FY3083  HORZ ORDER  -  THIRD
 FY3083
 FY3083.The horizontal coordinates were established by classical geodetic methods
 FY3083.and adjusted by the National Geodetic Survey in September 1995..
 FY3083
 FY3083
 FY3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3083
 FY3083.The geoid height was determined by GEOID03.
 FY3083
 FY3083;                    North         East     Units Scale Factor Converg.
 FY3083;SPC VA S     - 1,024,924.110 3,413,940.800   MT  1.00004541   -0 35 00.2
 FY3083;SPC VA S     - 3,362,605.18 11,200,570.77   sFT  1.00004541   -0 35 00.2
 FY3083;UTM  17      - 4,046,496.928   637,715.166   MT  0.99983366   +0 54 59.8
 FY3083
 FY3083                          SUPERSEDED SURVEY CONTROL
 FY3083
 FY3083  NAD 83(1986)-  36 33 14.31812(N)    079 27 40.38872(W) AD(       ) 4
 FY3083  NAD 27      -  36 33 13.81911(N)    079 27 41.29586(W) AD(       ) 3
 FY3083
 FY3083.Superseded values are not recommended for survey control.
 FY3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3083.See file dsdata.txt to determine how the superseded data were derived.
 FY3083
 FY3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3771546497(NAD 83)
 FY3083_MARKER: 53 = ELEVATED TANK
 FY3083_SETTING: 0 = UNSPECIFIED SETTING
 FY3083
 FY3083  HISTORY     - Date     Condition        Report By
 FY3083  HISTORY     - 1964     FIRST OBSERVED   CGS
 FY3083  HISTORY     - 1984     GOOD             USPSQD
 FY3083  HISTORY     - 20050507 GOOD             USPSQD
 FY3083
 FY3083                          STATION DESCRIPTION
 FY3083
 FY3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY3083'THE STATION IS LOCATED 4 MILES SOUTHWEST OF THE BUSINESS DISTRICT
 FY3083'OF DANVILLE, 0.1 MILE WEST OF U.S. HIGHWAY 29 AND 0.05 MILE NORTH
 FY3083'OF WITHERS STREET.
 FY3083'
 FY3083'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WITHERS.
 FY3083'THE DISTANCE IS 54.83 FEET (16.711 METERS) SOUTHWEST OF WITHERS.
 FY3083'THE PEDESTAL SPHERE IS A MUNICIPAL WATER TANK PAINTED ALUMINUM AND
 FY3083'IS A 100 FOOT PEDESTAL SPHERE.
 FY3083'
 FY3083'THE POINT TRAVERSED TO WAS THE BOTTOM OF THE PEDESTAL SPHERE.
 FY3083'THE CIRCUMFERENCE WAS MEASURED TO DETERMINE THE RADIUS AND
 FY3083'ALSO COMPUTED TO DETERMINE THE APEX OF THE SPHERE WHICH WAS
 FY3083'THE INTERSECTING POINT.
 FY3083
 FY3083                          STATION RECOVERY (1984)
 FY3083
 FY3083'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW)
 FY3083'STATION RECOVERED GOOD.
 FY3083'
 FY3083'LOCATED AS DESCRIBED.
 FY3083
 FY3083                          STATION RECOVERY (2005)
 FY3083
 FY3083'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3083'TANK NOW PAINTED BLUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4370 ***********************************************************************
 GV4370  DESIGNATION -  DARLING VFC 1936
 GV4370  PID         -  GV4370
 GV4370  STATE/COUNTY-  VA/GLOUCESTER
 GV4370  USGS QUAD   -  WARE NECK (1980)
 GV4370
 GV4370                         *CURRENT SURVEY CONTROL
 GV4370  ___________________________________________________________________
 GV4370* NAD 83(1993)-  37 26 40.14307(N)    076 26 46.59800(W)     ADJUSTED  
 GV4370* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4370  ___________________________________________________________________
 GV4370  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 GV4370  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 GV4370
 GV4370  HORZ ORDER  -  THIRD
 GV4370
 GV4370.The horizontal coordinates were established by classical geodetic methods
 GV4370.and adjusted by the National Geodetic Survey in September 1995..
 GV4370
 GV4370.The orthometric height was scaled from a topographic map.
 GV4370
 GV4370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4370
 GV4370.The geoid height was determined by GEOID03.
 GV4370
 GV4370;                    North         East     Units Scale Factor Converg.
 GV4370;SPC VA S     - 1,125,286.677 3,681,711.619   MT  0.99994630   +1 14 47.2
 GV4370;SPC VA S     - 3,691,878.04 12,079,082.20   sFT  0.99994630   +1 14 47.2
 GV4370;UTM  18      - 4,145,164.134   372,065.289   MT  0.99980161   -0 52 46.0
 GV4370
 GV4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4370!SPC VA S     -   1.00000563  x   0.99994630  =   0.99995193
 GV4370!UTM  18      -   1.00000563  x   0.99980161  =   0.99980724
 GV4370
 GV4370:                Primary Azimuth Mark                     Grid Az
 GV4370:SPC VA S     -  ADAMS VFC 1936                           002 26 55.3
 GV4370:UTM  18      -  ADAMS VFC 1936                           004 34 28.5
 GV4370
 GV4370|---------------------------------------------------------------------|
 GV4370| PID    Reference Object                     Distance      Geod. Az  |
 GV4370|                                                           dddmmss.s |
 GV4370| GV4362 ADAMS VFC 1936                      404.512 METERS 0034142.5 |
 GV4370| GV4383 HOT VFC 1936                        293.575 METERS 05251     |
 GV4370| GV4378 HILL VFC 1936                       275.676 METERS 14750     |
 GV4370| GV4406 TURN VFC 1936                       454.225 METERS 3080354.4 |
 GV4370|---------------------------------------------------------------------|
 GV4370
 GV4370                          SUPERSEDED SURVEY CONTROL
 GV4370
 GV4370  NAD 83(1993)-  37 26 40.14729(N)    076 26 46.59792(W) AD(       ) 3
 GV4370  NAD 83(1986)-  37 26 40.15578(N)    076 26 46.62546(W) AD(       ) 3
 GV4370  NAD 27      -  37 26 39.65400(N)    076 26 47.80700(W) AD(       ) 3
 GV4370
 GV4370.Superseded values are not recommended for survey control.
 GV4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4370.See file dsdata.txt to determine how the superseded data were derived.
 GV4370
 GV4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7206545164(NAD 83)
 GV4370_MARKER: U = CONCRETE POST
 GV4370_SETTING: 0 = UNSPECIFIED SETTING
 GV4370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4370
 GV4370  HISTORY     - Date     Condition        Report By
 GV4370  HISTORY     - 1936     MONUMENTED       VACF
 GV4370  HISTORY     - 1944     GOOD             CGS
 GV4370  HISTORY     - 1952     GOOD             CGS
 GV4370  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4370
 GV4370                          STATION DESCRIPTION
 GV4370
 GV4370'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4370'STATION IS LOCATED ON END OF HIGH LAND ON THE POINT EXTENDING
 GV4370'INTO NORTH RIVER IN FRONT OF MR. DARLINGS HOUSE.
 GV4370'
 GV4370'STATION IS MARKED BY A CONCRETE MARKER EXTENDING A FEW
 GV4370'INCHES ABOVE THE SURFACE OF THE GROUND.
 GV4370
 GV4370                          STATION RECOVERY (1944)
 GV4370
 GV4370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4370'STATION RECOVERED IN GOOD CONDITION, FLUSH WITH THE SURFACE
 GV4370'OF THE GROUND, AND 7 METERS INSHORE FROM THE HIGH-WATER LINE
 GV4370'AT THE POINT.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE
 GV4370'FOR PRESENT-DAY RECOVERY.  THE REMAINS OF AN OLD SIGNAL
 GV4370'TOWER OVER THE STATION ARE AN AID TO RECOVERY AND WILL PROBABLY
 GV4370'REMAIN FOR SEVERAL YEARS.  THE E END OF BRICK WALL IS 61.0
 GV4370'METERS FROM STATION.
 GV4370
 GV4370                          STATION RECOVERY (1952)
 GV4370
 GV4370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4370'STATION RECOVERED IN GOOD CONDITION WITH REMAINS OF OLD
 GV4370'OBSERVING STAND STILL AROUND THE MARK.  MARK IS LOCATED IN
 GV4370'CENTER OF POINT, 92 FEET OFFSHORE FROM A 10-INCH PECAN TREE
 GV4370'IN THE CORNER OF A YARD, AND IS FLUSH WITH THE GROUND.
 GV4370
 GV4370                          STATION RECOVERY (2002)
 GV4370
 GV4370'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3513 ***********************************************************************
 FX3513  DESIGNATION -  DARLING WATCH HOUSE CHIMNEY
 FX3513  PID         -  FX3513
 FX3513  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 FX3513  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3513
 FX3513                         *CURRENT SURVEY CONTROL
 FX3513  ___________________________________________________________________
 FX3513* NAD 83(1993)-  36 58 55.27875(N)    076 23 15.97436(W)     ADJUSTED  
 FX3513* NAVD 88     -                                                        
 FX3513  ___________________________________________________________________
 FX3513  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 FX3513  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 FX3513
 FX3513  HORZ ORDER  -  THIRD
 FX3513
 FX3513.The horizontal coordinates were established by classical geodetic methods
 FX3513.and adjusted by the National Geodetic Survey in September 1995..
 FX3513
 FX3513
 FX3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3513
 FX3513.The geoid height was determined by GEOID03.
 FX3513
 FX3513;                    North         East     Units Scale Factor Converg.
 FX3513;SPC VA S     - 1,074,091.394 3,688,035.593   MT  0.99996790   +1 16 55.1
 FX3513;SPC VA S     - 3,523,914.85 12,099,830.11   sFT  0.99996790   +1 16 55.1
 FX3513;UTM  18      - 4,093,777.915   376,489.192   MT  0.99978793   -0 50 05.8
 FX3513
 FX3513                          SUPERSEDED SURVEY CONTROL
 FX3513
 FX3513  NAD 83(1986)-  36 58 55.28383(N)    076 23 16.00971(W) AD(       ) 4
 FX3513  NAD 27      -  36 58 54.75600(N)    076 23 17.20500(W) AD(       ) 3
 FX3513
 FX3513.Superseded values are not recommended for survey control.
 FX3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3513.See file dsdata.txt to determine how the superseded data were derived.
 FX3513
 FX3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7648993778(NAD 83)
 FX3513_MARKER: 85 = CHIMNEY
 FX3513
 FX3513  HISTORY     - Date     Condition        Report By
 FX3513  HISTORY     - 1919     FIRST OBSERVED   CGS
 FX3513  HISTORY     - 1931     GOOD             CGS
 FX3513  HISTORY     - 1942     GOOD             CGS
 FX3513  HISTORY     - 1955     GOOD             AMS
 FX3513  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 FX3513
 FX3513                          STATION DESCRIPTION
 FX3513
 FX3513'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3513'A SMALL WHITE HOUSE ON PILES, OWNED BY MR. DARLING, AND
 FX3513'USED AS AN OYSTER WATCH HOUSE.  IT IS ABOUT 1/4 MILE FROM
 FX3513'THE NORTHWEST SHORE OF HAMPTON ROADS AND 1-3/4 MILES NORTHEAST
 FX3513'OF NEWPORT NEWS BOAT HARBOR.  A CHIMNEY IN THE CENTER WAS
 FX3513'SIGHTED ON.
 FX3513
 FX3513                          STATION RECOVERY (1931)
 FX3513
 FX3513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 FX3513'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 FX3513
 FX3513                          STATION RECOVERY (1942)
 FX3513
 FX3513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3513'1919 DESCRIPTION ADEQUATE.
 FX3513
 FX3513                          STATION RECOVERY (1955)
 FX3513
 FX3513'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX3513'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3513
 FX3513                          STATION RECOVERY (2005)
 FX3513
 FX3513'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FX3513'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0647 ***********************************************************************
 GW0647  DESIGNATION -  DAUG
 GW0647  PID         -  GW0647
 GW0647  STATE/COUNTY-  VA/NELSON
 GW0647  USGS QUAD   -  ARRINGTON (1984)
 GW0647
 GW0647                         *CURRENT SURVEY CONTROL
 GW0647  ___________________________________________________________________
 GW0647* NAD 83(1993)-  37 44 47.09627(N)    078 52 57.08097(W)     ADJUSTED  
 GW0647* NAVD 88     -       224.115  (meters)     735.28   (feet)  ADJUSTED  
 GW0647  ___________________________________________________________________
 GW0647  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GW0647  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW0647  DYNAMIC HT  -         223.951 (meters)     734.75  (feet)  COMP
 GW0647  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 GW0647
 GW0647  HORZ ORDER  -  SECOND
 GW0647  VERT ORDER  -  SECOND    CLASS 0
 GW0647
 GW0647.The horizontal coordinates were established by classical geodetic methods
 GW0647.and adjusted by the National Geodetic Survey in November 1994..
 GW0647
 GW0647.The orthometric height was determined by differential leveling
 GW0647.and adjusted by the National Geodetic Survey in June 1991..
 GW0647
 GW0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0647
 GW0647.The geoid height was determined by GEOID03.
 GW0647
 GW0647.The dynamic height is computed by dividing the NAVD 88
 GW0647.geopotential number by the normal gravity value computed on the
 GW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0647.degrees latitude (g = 980.6199 gals.).
 GW0647
 GW0647.The modeled gravity was interpolated from observed gravity values.
 GW0647
 GW0647;                    North         East     Units Scale Factor Converg.
 GW0647;SPC VA S     - 1,156,887.848 3,466,287.943   MT  0.99996722   -0 13 55.8
 GW0647;SPC VA S     - 3,795,556.21 11,372,313.03   sFT  0.99996722   -0 13 55.8
 GW0647;UTM  17      - 4,179,790.790   686,557.953   MT  1.00002870   +1 17 47.9
 GW0647
 GW0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0647!SPC VA S     -   0.99996985  x   0.99996722  =   0.99993707
 GW0647!UTM  17      -   0.99996985  x   1.00002870  =   0.99999855
 GW0647
 GW0647|---------------------------------------------------------------------|
 GW0647| PID    Reference Object                     Distance      Geod. Az  |
 GW0647|                                                           dddmmss.s |
 GW0647| GW0648 DAUG RM 1                            10.567 METERS 04715     |
 GW0647| GW2374 LOVINGSTON CALVARY BAPTIST CH       420.717 METERS 0485541.2 |
 GW0647|---------------------------------------------------------------------|
 GW0647
 GW0647                          SUPERSEDED SURVEY CONTROL
 GW0647
 GW0647  NAD 83(1986)-  37 44 47.10091(N)    078 52 57.07803(W) AD(       ) 2
 GW0647  NAD 27      -  37 44 46.58804(N)    078 52 57.99573(W) AD(       ) 2
 GW0647  NGVD 29 (??/??/92)  224.309  (m)          735.92   (f) ADJ UNCH    2 0
 GW0647
 GW0647.Superseded values are not recommended for survey control.
 GW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0647.See file dsdata.txt to determine how the superseded data were derived.
 GW0647
 GW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB8655879791(NAD 83)
 GW0647_MARKER: DE = TRAVERSE STATION DISK
 GW0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0647_STAMPING: DAUG 1965
 GW0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0647+STABILITY: SURFACE MOTION
 GW0647
 GW0647  HISTORY     - Date     Condition        Report By
 GW0647  HISTORY     - 1965     MONUMENTED       CGS
 GW0647  HISTORY     - 1965     GOOD             CGS
 GW0647  HISTORY     - 1970     MARK NOT FOUND   NGS
 GW0647  HISTORY     - 1970     MARK NOT FOUND   NGS
 GW0647
 GW0647                          STATION DESCRIPTION
 GW0647
 GW0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0647'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF LOVINGSTON
 GW0647'AND ON MR. DAUG HASLEY PROPERTY.
 GW0647'
 GW0647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 GW0647'STATE HIGHWAY 56 AT THE SOUTH EDGE OF LOVINGSTON, GO SOUTHERLY
 GW0647'ON U.S. HIGHWAY 29 FOR 0.8 MILE TO DAUG TRUCK STOP ON THE LEFT
 GW0647'AND THE STATION.
 GW0647'
 GW0647'STATION MARK IS 220 FEET SOUTHEAST OF THE CENTER OF U.S.
 GW0647'HIGHWAY 29, 96.0 FEET SOUTH OF THE SOUTH CORNER OF DAUG TRUCK
 GW0647'STOP AND 3.2 FEET SOUTH OF A WITNESS SIGN.  THE MARK IS A
 GW0647'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS
 GW0647'2 INCHES, AND IS STAMPED DAUG 1965.
 GW0647'
 GW0647'REFERENCE MARK NO. 1 IS 78.0 FEET SOUTHEAST OF THE EAST CORNER
 GW0647'OF DAUG TRUCK STOP.  THE MARK IS A STANDARD DISK SET IN THE
 GW0647'TOP OF A CONCRETE POST, PROJECTS 2 INCHES, AND IS STAMPED
 GW0647'DAUG NO 1 1965.
 GW0647
 GW0647                          STATION RECOVERY (1965)
 GW0647
 GW0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0647'0.8 MI SW FROM LOVINGSTON.
 GW0647'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 GW0647'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 56 AT THE SOUTH EDGE OF
 GW0647'LOVINGSTON TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH,
 GW0647'BEHIND DOUGS TRUCK STOP, 220 FEET SOUTHEAST OF THE APPROXIMATE
 GW0647'CENTER OF HIGHWAY, 96 FEET SOUTH OF THE SOUTH CORNER OF DOUGS
 GW0647'TRUCK STOP, 34.7 FEET SOUTHWEST OF RM 1, 3.2 FEET SOUTH OF A
 GW0647'METAL WITNESS SIGN, AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE
 GW0647'HIGHWAY.
 GW0647
 GW0647                          STATION RECOVERY (1970)
 GW0647
 GW0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GW0647'SEARCHED FOR BUT NOT RECOVERED.  TWO LANES WERE ADDED TO
 GW0647'U.S. HIGHWAY 29 IN THIS AREA ABOUT TWO YEARS AGO AND THE
 GW0647'TRUCK STOP WAS REBUILT FARTHER BACK FROM THE HIGHWAY.  CONSIDERABLE
 GW0647'EXCAVATION WAS DONE WHICH IN ALL PROBABILITY DESTROYED THE
 GW0647'STATION AND REFERENCE MARK.
 GW0647'
 GW0647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 GW0647'SOUTH OF LOVINGSTON
 GW0647
 GW0647                          STATION RECOVERY (1970)
 GW0647
 GW0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GW0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0648 ***********************************************************************
 GW0648  DESIGNATION -  DAUG RM 1
 GW0648  PID         -  GW0648
 GW0648  STATE/COUNTY-  VA/NELSON
 GW0648  USGS QUAD   -  ARRINGTON (1984)
 GW0648
 GW0648                         *CURRENT SURVEY CONTROL
 GW0648  ___________________________________________________________________
 GW0648* NAD 83(1986)-  37 44 47.     (N)    078 52 56.     (W)     SCALED    
 GW0648* NAVD 88     -       223.964  (meters)     734.79   (feet)  ADJUSTED  
 GW0648  ___________________________________________________________________
 GW0648  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GW0648  DYNAMIC HT  -         223.801 (meters)     734.25  (feet)  COMP
 GW0648  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 GW0648
 GW0648  VERT ORDER  -  SECOND    CLASS 0
 GW0648
 GW0648.The horizontal coordinates were scaled from a topographic map and have
 GW0648.an estimated accuracy of +/- 6 seconds.
 GW0648
 GW0648.The orthometric height was determined by differential leveling
 GW0648.and adjusted by the National Geodetic Survey in June 1991..
 GW0648
 GW0648.The geoid height was determined by GEOID03.
 GW0648
 GW0648.The dynamic height is computed by dividing the NAVD 88
 GW0648.geopotential number by the normal gravity value computed on the
 GW0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0648.degrees latitude (g = 980.6199 gals.).
 GW0648
 GW0648.The modeled gravity was interpolated from observed gravity values.
 GW0648
 GW0648;                    North         East    Units  Estimated Accuracy
 GW0648;SPC VA S     - 1,156,890.    3,466,310.      MT  (+/- 180 meters Scaled)
 GW0648
 GW0648                          SUPERSEDED SURVEY CONTROL
 GW0648
 GW0648  NGVD 29 (??/??/92)  224.158  (m)          735.42   (f) ADJ UNCH    2 0
 GW0648
 GW0648.Superseded values are not recommended for survey control.
 GW0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0648.See file dsdata.txt to determine how the superseded data were derived.
 GW0648
 GW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB865797(NAD 83)
 GW0648_MARKER: DR = REFERENCE MARK DISK
 GW0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0648_STAMPING: DAUG NO 1 1965
 GW0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0648+STABILITY: SURFACE MOTION
 GW0648
 GW0648  HISTORY     - Date     Condition        Report By
 GW0648  HISTORY     - 1965     MONUMENTED       CGS
 GW0648  HISTORY     - 1970     MARK NOT FOUND   NGS
 GW0648
 GW0648                          STATION DESCRIPTION
 GW0648
 GW0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0648'0.8 MI SW FROM LOVINGSTON.
 GW0648'AT THE DAUG STATION SITE-- 220 FEET SOUTHEAST OF THE APPROXIMATE
 GW0648'CENTER OF HIGHWAY, 78 FEET SOUTHEAST OF THE EAST CORNER OF
 GW0648'DOUGS TRUCK STOP, 34.7 FEET NORTHEAST OF THE STATION, SET IN
 GW0648'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT 15
 GW0648'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW0648
 GW0648                          STATION RECOVERY (1970)
 GW0648
 GW0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GW0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9424 ***********************************************************************
 AA9424  DESIGNATION -  DAVES POINT
 AA9424  PID         -  AA9424
 AA9424  STATE/COUNTY-  VA/PATRICK
 AA9424  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9424
 AA9424                         *CURRENT SURVEY CONTROL
 AA9424  ___________________________________________________________________
 AA9424* NAD 83(1993)-  36 41 02.45618(N)    080 25 53.27344(W)     ADJUSTED  
 AA9424* NAVD 88     -       808.2    (meters)    2652.     (feet)  GPS OBS   
 AA9424  ___________________________________________________________________
 AA9424  X           -     851,356.384 (meters)                     COMP
 AA9424  Y           -  -5,050,386.624 (meters)                     COMP
 AA9424  Z           -   3,789,793.605 (meters)                     COMP
 AA9424  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AA9424  ELLIP HEIGHT-         776.13  (meters)          (05/17/02) GPS OBS
 AA9424  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 AA9424
 AA9424  HORZ ORDER  -  FIRST
 AA9424  ELLP ORDER  -  FOURTH    CLASS II
 AA9424
 AA9424.The horizontal coordinates were established by GPS observations
 AA9424.and adjusted by the National Geodetic Survey in December 1995..
 AA9424
 AA9424.The orthometric height was determined by GPS observations and a
 AA9424.high-resolution geoid model.
 AA9424
 AA9424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9424
 AA9424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9424
 AA9424.The ellipsoidal height was determined by GPS observations
 AA9424.and is referenced to NAD 83.
 AA9424
 AA9424.The geoid height was determined by GEOID03.
 AA9424
 AA9424;                    North         East     Units Scale Factor Converg.
 AA9424;SPC VA S     - 1,040,682.905 3,327,377.564   MT  1.00001603   -1 10 20.1
 AA9424;SPC VA S     - 3,414,307.16 10,916,571.22   sFT  1.00001603   -1 10 20.1
 AA9424;UTM  17      - 4,059,970.685   550,794.817   MT  0.99963179   +0 20 22.7
 AA9424
 AA9424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9424!SPC VA S     -   0.99987821  x   1.00001603  =   0.99989424
 AA9424!UTM  17      -   0.99987821  x   0.99963179  =   0.99951005
 AA9424
 AA9424:                Primary Azimuth Mark                     Grid Az
 AA9424:SPC VA S     -  LOOKOUT                                  356 55 48.5
 AA9424:UTM  17      -  LOOKOUT                                  355 25 05.7
 AA9424
 AA9424|---------------------------------------------------------------------|
 AA9424| PID    Reference Object                     Distance      Geod. Az  |
 AA9424|                                                           dddmmss.s |
 AA9424| AA9423 LOOKOUT                             432.132 METERS 3554528.4 |
 AA9424|---------------------------------------------------------------------|
 AA9424
 AA9424                          SUPERSEDED SURVEY CONTROL
 AA9424
 AA9424  ELLIP H (12/05/95)  776.23   (m)                       GP(       ) 4 2
 AA9424
 AA9424.Superseded values are not recommended for survey control.
 AA9424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9424.See file dsdata.txt to determine how the superseded data were derived.
 AA9424
 AA9424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5079559971(NAD 83)
 AA9424_MARKER: Z = SEE DESCRIPTION
 AA9424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA9424_SP_SET: CONCRETE INSTRUMENT STAND
 AA9424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9424+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9424
 AA9424  HISTORY     - Date     Condition        Report By
 AA9424  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9424
 AA9424                          STATION DESCRIPTION
 AA9424
 AA9424'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9424'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON PRIMLAND
 AA9424'PROPERTY ABOUT 3.7 MILES SOUTHWEST OF THE TOWN OF MEADOWS OF DAN.  TO
 AA9424'REACH THE STATION FROM THE INTERSECTION OF STATE 614 AND STATE ROUTE
 AA9424'610 PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO
 AA9424'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9424'BUSTED ROCK ROAD A DISTANCE OF 3.3 MILES TO ITS INTERSECTION WITH
 AA9424'COPPERHEAD ROAD. TURN RIGHT AND PROCEED NORTH ALONG COPPERHEAD ROAD A
 AA9424'DISTANCE OF 0.7 MILE TO END TURNOUT AND OLD ROAD FORK.  HIKE NORTH
 AA9424'ALONG RIDGELINE, OLD ROAD, A DISTANCE OF 0.75 MILE TO THE REMAINS OF
 AA9424'AN OLD HOMESTEAD. TURN RIGHT AND PROCEED NORTHEAST ALONG FOOTPATH A
 AA9424'DISTANCE OF 0.25 MILE TO THE STATION.  OBTAIN PERMISSION TO CROSS
 AA9424'PRIMLAND FROM LARRY MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA 24076,
 AA9424'TELEPHONE NUMBER (703) 251-8018, EXTENSION 243.  THE STATION IS A
 AA9424'STANDARD DAM DEFORMATION INSTRUMENT STAND CONSISTING OF CONCRETE
 AA9424'FORMED AND POURED IN PLACE TO AN UNKNOWN DEPTH.  THE TOP OF THE STAND
 AA9424'IS 4.00 FEET ABOVE GROUND AND HAS A STEEL PLATE WITH 5/8 INCH THREADED
 AA9424'ROD.  THE ELEVATION IS TO THE TOP OF THE PLATE.  REFERENCES (ALL
 AA9424'DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC NORTH)(1) 8.4 FEET
 AA9424'AZIMUTH 48 DEGREES TO A PK NAIL AND REFERENCE WASHER IN ROCK OUTCROP,
 AA9424'(2)8.7 FEET AZIMUTH 150 DEGREES TO A NUMBER 5 REBAR WITH A YELLOW
 AA9424'GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND, (3)19.3 FEET AZIMUTH 200
 AA9424'DEGREES TO A NUMBER 5 REBAR WITH A YELLOW GEOMETRICS CAP SET 0.2 FOOT
 AA9424'ABOVE GROUND, (4) 13.8 FEET AZIMUTH 240 DEGREES TO A NUMBER 5 REBAR
 AA9424'WITH A YELLOW GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND, AND (5) 9.1
 AA9424'FEET NORTHEAST FROM A WHITE CARSONITE WITNESS POST.  THE STATION IS
 AA9424'INTERVISIBLE WITH STATIONS 1030 CHATHAM, 1370 BOWMAN, 1380 LOOKOUT AND
 AA9424'1400 MULE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5093 ***********************************************************************
 HV5093  DESIGNATION -  DAVID RESET
 HV5093  PID         -  HV5093
 HV5093  STATE/COUNTY-  VA/STAFFORD
 HV5093  USGS QUAD   -  JOPLIN (1971)
 HV5093
 HV5093                         *CURRENT SURVEY CONTROL
 HV5093  ___________________________________________________________________
 HV5093* NAD 83(1993)-  38 34 30.49567(N)    077 29 43.95228(W)     ADJUSTED  
 HV5093* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 HV5093  ___________________________________________________________________
 HV5093  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV5093  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV5093
 HV5093  HORZ ORDER  -  SECOND
 HV5093
 HV5093.The horizontal coordinates were established by classical geodetic methods
 HV5093.and adjusted by the National Geodetic Survey in November 1994..
 HV5093
 HV5093.The orthometric height was scaled from a topographic map.
 HV5093
 HV5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5093
 HV5093.The geoid height was determined by GEOID03.
 HV5093
 HV5093;                    North         East     Units Scale Factor Converg.
 HV5093;SPC VA N     - 2,101,317.597 3,587,524.282   MT  0.99994866   +0 37 36.8
 HV5093;SPC VA N     - 6,894,072.82 11,770,069.25   sFT  0.99994866   +0 37 36.8
 HV5093;UTM  18      - 4,272,583.992   282,604.823   MT  1.00018204   -1 33 24.0
 HV5093
 HV5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5093!SPC VA N     -   0.99998311  x   0.99994866  =   0.99993177
 HV5093!UTM  18      -   0.99998311  x   1.00018204  =   1.00016514
 HV5093
 HV5093|---------------------------------------------------------------------|
 HV5093| PID    Reference Object                     Distance      Geod. Az  |
 HV5093|                                                           dddmmss.s |
 HV5093| AJ3196 DAVID RM 1                           10.612 METERS 03328     |
 HV5093| HV5054 HOADLY                              APPROX.16.3 KM 0453828.5 |
 HV5093| HV5091 WASHINGTON ATLANTA AWY BCN 55       APPROX.10.0 KM 0615422.4 |
 HV5093| HV5078 QUANTICO WEST CHECKERED TANK        APPROX.17.0 KM 1090410.8 |
 HV5093| AJ3195 DAVID AZ MK                                        1205735.0 |
 HV5093| AJ3197 DAVID RM 2                           10.440 METERS 12934     |
 HV5093|---------------------------------------------------------------------|
 HV5093
 HV5093                          SUPERSEDED SURVEY CONTROL
 HV5093
 HV5093  NAD 83(1993)-  38 34 30.49608(N)    077 29 43.96429(W) AD(       ) 2
 HV5093  NAD 83(1986)-  38 34 30.49604(N)    077 29 43.96502(W) AD(       ) 2
 HV5093  NAD 27      -  38 34 30.05984(N)    077 29 45.01315(W) AD(       ) 2
 HV5093
 HV5093.Superseded values are not recommended for survey control.
 HV5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5093.See file dsdata.txt to determine how the superseded data were derived.
 HV5093
 HV5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8260572584(NAD 83)
 HV5093_MARKER: DS = TRIANGULATION STATION DISK
 HV5093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5093_STAMPING: DAVID 1942 1982
 HV5093_MARK LOGO: NGS   
 HV5093_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5093+STABILITY: SURFACE MOTION
 HV5093
 HV5093  HISTORY     - Date     Condition        Report By
 HV5093  HISTORY     - 1982     MONUMENTED       NGS
 HV5093
 HV5093                          STATION DESCRIPTION
 HV5093
 HV5093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HV5093'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 HV5093'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 HV5093'WAS NOT FOUND.  THE DISTANCES TO THE REFERENCE MARKS CHECKED WITH THE
 HV5093'1942 DESCRIPTION AND THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND
 HV5093'TO BE 2 MINUTES GREATER.  THE UNDERGROUND STATION MARK WAS LOWERED AND
 HV5093'A NEW SURFACE MARK WAS SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV5093' 
 HV5093'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHEAST OF GATE 617A,
 HV5093'1.2 KM (0.75 MI) SOUTHEAST OF THE INTERSECTION OF MCB 6 AND COUNTY
 HV5093'ROUTE 617, 10.3 KM (6.40 MI) NORTHWEST OF CAMP BARRETT, 12.8 KM (7.95
 HV5093'MI) SOUTH OF BRISTOW AND NEAR SITE LZ WILLOW ON QUANTICO MARINE CORP
 HV5093'BASE.  TO REACH THE STATION FROM INTERSECTION OF TRIPOLI AVENUE AND
 HV5093'MONTEZUMA AVENUE, MCB NO 3, GO NORTHWEST ON MCB 3 FOR 1.7 MI (2.7 KM)
 HV5093'TO MCB 4.  TURN RIGHT AND GO NORTH AND NORTHEAST OF MCB 4 FOR 1.55 MI
 HV5093'(2.49 KM) TO A GRAVELED SIDE ROAD LEFT, COUNTY ROUTE 617, AT THE FBI
 HV5093'ACADEMY, TURN LEFT AND GO 0.15 MI (0.24 KM) TO A FORK, KEEP THE RIGHT
 HV5093'FORK AND GO NORTHWEST ON ROUTE 617 FOR 0.85 MI (1.37 KM) TO A
 HV5093'CROSSROAD AND CONTINUE ON ROUTE 617 FOR 0.1 MI (0.2 KM) TO GATE 617-D,
 HV5093'KEY MAY BE OBTAINED FROM RANGE CONTROL AT CAMP BARRETT, PASS THROUGH
 HV5093'THE GATE AND GO NORTHEAST ON ROUTE 617 FOR 0.85 MI (1.37 KM) TO A TEE
 HV5093'ROAD.  TURN LEFT AND GO NORTHWEST ON ROUTE 617 FOR 2.9 MI (4.7 KM) TO
 HV5093'A SIDE ROAD RIGHT, CONTINUE ON ROUTE 617 FOR 200 FT (61.0 M) TO
 HV5093'ANOTHER SIDE ROAD RIGHT AND THE STATION ON THE RIGHT IN THE NORTHWEST
 HV5093'ANGLE OF INTERSECTION.
 HV5093' 
 HV5093'THE STATION IS A STANDARD NGS DISK STAMPED--DAVID 1942 1982--, SET
 HV5093'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 42 CM IN DIAMETER, RECESSED
 HV5093'3 CM BELOW THE GROUND. LOCATED 20.5 FT (6.2 M) W FROM THE CENTER OF A
 HV5093'TRACK ROAD RUNNING NORTH AND SOUTH, 9.5 FT (2.9 M) NW FROM AN 8-INCH
 HV5093'PINE TREE WITH A REFERENCE TAG, 58.0 FT (17.7 M) N FROM THE CENTER OF
 HV5093'COUNTY ROUTE 617, A GRAVELED ROAD, 15.9 FT (4.8 M) SE FROM A 7-INCH
 HV5093'PINE TREE WITH A REFERENCE TAG, AND 1.0 FT (0.3 M) W FROM A METAL
 HV5093'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HV5093'STAMPED--DAVID 1942 1982-, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2
 HV5093'M (3.9 FT) BELOW THE SURFACE.
 HV5093' 
 HV5093'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DAVID NO 1 1942--,
 HV5093'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 HV5093'PROJECTING 3 CM ABOVE THE GROUND.  LOCATED 13.1 FT (4.0 M) E FROM THE
 HV5093'CENTER OF A TRACK ROAD, 9.2 FT (2.8 M) S FROM A 7-INCH PINE TREE WITH
 HV5093'AN ALUMINUM REFERENCE TAG, 106.6 FT (32.5 M) N FROM THE CENTER OF
 HV5093'COUNTY ROUTE 617, AND 0.5 M (1.6 FT) HIGHER THAN THE STATION.
 HV5093' 
 HV5093'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DAVID NO 2 1942--,
 HV5093'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER
 HV5093'RECESSED 62 CM BELOW THE GROUND.  LOCATED 42.7 FT (13.0 M) N FROM THE
 HV5093'CENTER OF COUNTY ROUTE 617, 13.0 FT (4.0 M) W FROM THE CENTER OF TRACK
 HV5093'ROAD, AND 0.5 M (1.6 FT) HIGHER THAN THE STATION.  NO SUITABLE
 HV5093'LOCATION FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3435 ***********************************************************************
 GX3435  DESIGNATION -  DAVIS
 GX3435  PID         -  GX3435
 GX3435  STATE/COUNTY-  VA/BUCHANAN
 GX3435  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX3435
 GX3435                         *CURRENT SURVEY CONTROL
 GX3435  ___________________________________________________________________
 GX3435* NAD 83(1993)-  37 09 48.10134(N)    081 55 20.20522(W)     ADJUSTED  
 GX3435* NAVD 88     -       789.1    (meters)    2589.     (feet)  VERTCON   
 GX3435  ___________________________________________________________________
 GX3435  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 GX3435  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GX3435
 GX3435  HORZ ORDER  -  SECOND
 GX3435
 GX3435.The horizontal coordinates were established by classical geodetic methods
 GX3435.and adjusted by the National Geodetic Survey in December 1995..
 GX3435
 GX3435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3435
 GX3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3435
 GX3435.The geoid height was determined by GEOID03.
 GX3435
 GX3435;                    North         East     Units Scale Factor Converg.
 GX3435;SPC VA S     - 1,097,620.603 3,196,111.384   MT  0.99995171   -2 04 37.4
 GX3435;SPC VA S     - 3,601,110.26 10,485,908.77   sFT  0.99995171   -2 04 37.4
 GX3435;UTM  17      - 4,113,392.986   418,114.146   MT  0.99968260   -0 33 25.8
 GX3435
 GX3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3435!SPC VA S     -   0.99988102  x   0.99995171  =   0.99983274
 GX3435!UTM  17      -   0.99988102  x   0.99968260  =   0.99956366
 GX3435
 GX3435:                Primary Azimuth Mark                     Grid Az
 GX3435:SPC VA S     -  DAVIS AZ                                 078 20 49.0
 GX3435:UTM  17      -  DAVIS AZ                                 076 49 37.4
 GX3435
 GX3435|---------------------------------------------------------------------|
 GX3435| PID    Reference Object                     Distance      Geod. Az  |
 GX3435|                                                           dddmmss.s |
 GX3435| GX1730 DAVIS AZ                            APPROX. 2.7 KM 0761611.6 |
 GX3435| DC4055 DAVIS RM 1                           19.659 METERS 24405     |
 GX3435| DC4056 DAVIS RM 2                            8.495 METERS 33353     |
 GX3435| GX3436 KEEN MOUNTAIN FIRE LOOKOUT TWR      APPROX. 7.7 KM 3533721.9 |
 GX3435|---------------------------------------------------------------------|
 GX3435
 GX3435                          SUPERSEDED SURVEY CONTROL
 GX3435
 GX3435  NAD 83(1993)-  37 09 48.10249(N)    081 55 20.20468(W) AD(       ) 2
 GX3435  NAD 83(1986)-  37 09 48.11385(N)    081 55 20.20910(W) AD(       ) 2
 GX3435  NAD 27      -  37 09 47.71056(N)    081 55 20.76117(W) AD(       ) 2
 GX3435  NGVD 29 (07/19/86)  789.2    (m)         2589.     (f) VERT ANG       
 GX3435
 GX3435.Superseded values are not recommended for survey control.
 GX3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3435.See file dsdata.txt to determine how the superseded data were derived.
 GX3435
 GX3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1811413393(NAD 83)
 GX3435_MARKER: DS = TRIANGULATION STATION DISK
 GX3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3435
 GX3435  HISTORY     - Date     Condition        Report By
 GX3435  HISTORY     - 1963     MONUMENTED       CGS
 GX3435
 GX3435                          STATION DESCRIPTION
 GX3435
 GX3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3435'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE SHORTT
 GX3435'GAP POST OFFICE, 0.5 MILE SOUTH OF U.S. HIGHWAY 460 ON A HILL
 GX3435'KNOWN AS DAVIS MTN. AND 0.2 MILE WEST OF MR. O.W. DAVISS HOME,
 GX3435'OWNER OF THE PROPERTY.
 GX3435'
 GX3435'TO REACH THE STATION FROM THE POST OFFICE IN SHORTT GAP,
 GX3435'GO WESTERLY ON U.S. HIGHWAY 460 FOR 2.0 MILES TO A SMALL
 GX3435'BRIDGE AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO ABOUT
 GX3435'40 YARDS TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON U.S.
 GX3435'HIGHWAY 460 FOR 0.9 MILE TO AN ANGLING DIRT ROAD ON THE LEFT,
 GX3435'THIS IS ABOUT 0.05 MILE BEFORE REACHING A SCHOOL HOUSE ON THE
 GX3435'LEFT, TURN LEFT DOWN HILL ON THIS DIRT ROAD CROSSING A WOODEN
 GX3435'BRIDGE AND GO 0.3 MILE TO A FORK, KEEP RIGHT DOWN THE HILL
 GX3435'FOR 0.25 MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.3
 GX3435'MILE TO ANOTHER GATE, PASS THROUGH THE GATE AND GO 0.1 MILE,
 GX3435'PASSING A HOUSE ON THE RIGHT, TO AN ANGLING T-ROAD, KEEP
 GX3435'RIGHT WESTERLY FOR 0.25 MILE, PASSING ANOTHER HOUSE ON THE
 GX3435'RIGHT, TO A POLE GATE, PASS THROUGH THE GATE AND GO 0.05
 GX3435'MILE TO A GATE, PASS THROUGH THE GATE AND GO ABOUT 100
 GX3435'YARDS TO A BARN, KEEP RIGHT AND PASS THROUGH A POLE GATE
 GX3435'BEHIND THE BARN AND FOLLOW THE FARM LANE TOWARD THE HOUSE
 GX3435'FOR 0.05 MILE TO A GATE, PASS THROUGHGATE AND FOLLOW THE
 GX3435'TRACK ROAD UP HILL FOR 0.2 MILE TO THE CREST OF HILL AND
 GX3435'THE STATION.
 GX3435'
 GX3435'THE STATION MARK IS 3 FEET SOUTH OF A RAIL FENCE, 2.5 FEET
 GX3435'WEST OF A METAL WITNESS SIGN AND SET ON ABOUT THE HIGHEST PART
 GX3435'OF HILL.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 GX3435'CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED DAVIS
 GX3435'1963.
 GX3435'
 GX3435'REFERENCE MARK NO. 1 IS 66.7 FEET WEST OF A METAL WITNESS
 GX3435'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT
 GX3435'IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 GX3435'BEDROCK, FLUSH AND IS STAMPED DAVIS NO 1 1963.  THE BEDROCK
 GX3435'PROJECTS ABOUT 3 INCHES ON THE EASTERN SIDE.
 GX3435'
 GX3435'REFERENCE MARK NO. 2 IS 29.7 FEET NORTHWEST OF A METAL WITNESS
 GX3435'SIGN, 1 FOOT WEST OF THE RAIL FENCE AND ABOUT 3 FEET LOWER
 GX3435'THAN THE STATION MARK.  IT IS A STANDARD DISK SET IN A SQUARE
 GX3435'FLUSH CONCRETE MONUMENT AND IS STAMPED DAVIS NO 2 1963.
 GX3435'
 GX3435'THE AZIMUTH MARK IS ABOUT 40 YARDS EAST OF U.S. HIGHWAY 460,
 GX3435'10 FEET NORTH OF A DRIVEWAY AND 4.6 FEET SOUTH OF A METAL
 GX3435'WITNESS SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILLED
 GX3435'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED DAVIS 1963.
 GX3435'
 GX3435'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5063 ***********************************************************************
 HV5063  DESIGNATION -  DAVIS
 HV5063  PID         -  HV5063
 HV5063  STATE/COUNTY-  VA/FAIRFAX
 HV5063  USGS QUAD   -  OCCOQUAN (1994)
 HV5063
 HV5063                         *CURRENT SURVEY CONTROL
 HV5063  ___________________________________________________________________
 HV5063* NAD 83(1993)-  38 43 33.52159(N)    077 16 52.08208(W)     ADJUSTED  
 HV5063* NAVD 88     -       103.028  (meters)     338.02   (feet)  ADJUSTED  
 HV5063  ___________________________________________________________________
 HV5063  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HV5063  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV5063  DYNAMIC HT  -         102.970 (meters)     337.83  (feet)  COMP
 HV5063  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 HV5063
 HV5063  HORZ ORDER  -  FIRST
 HV5063  VERT ORDER  -  THIRD
 HV5063
 HV5063.The horizontal coordinates were established by classical geodetic methods
 HV5063.and adjusted by the National Geodetic Survey in November 1994..
 HV5063
 HV5063.The orthometric height was determined by differential leveling
 HV5063.and adjusted by the National Geodetic Survey in September 2004..
 HV5063
 HV5063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5063
 HV5063.The geoid height was determined by GEOID03.
 HV5063
 HV5063.The dynamic height is computed by dividing the NAVD 88
 HV5063.geopotential number by the normal gravity value computed on the
 HV5063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5063.degrees latitude (g = 980.6199 gals.).
 HV5063
 HV5063.The modeled gravity was interpolated from observed gravity values.
 HV5063
 HV5063;                    North         East     Units Scale Factor Converg.
 HV5063;SPC VA N     - 2,118,286.126 3,605,983.639   MT  0.99995017   +0 45 38.6
 HV5063;SPC VA N     - 6,949,743.73 11,830,631.32   sFT  0.99995017   +0 45 38.6
 HV5063;UTM  18      - 4,288,839.053   301,701.489   MT  1.00008425   -1 25 39.1
 HV5063
 HV5063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5063!SPC VA N     -   0.99998886  x   0.99995017  =   0.99993903
 HV5063!UTM  18      -   0.99998886  x   1.00008425  =   1.00007311
 HV5063
 HV5063|---------------------------------------------------------------------|
 HV5063| PID    Reference Object                     Distance      Geod. Az  |
 HV5063|                                                           dddmmss.s |
 HV5063| DE4968 DAVIS RM 1                           52.301 METERS 02126     |
 HV5063| HV5032 OCCOQUAN DIST PENAL N TANK          APPROX. 4.2 KM 1145110.6 |
 HV5063| HV5031 OCCOQUAN DIST PENAL ANTENNA         APPROX. 4.2 KM 1330048.0 |
 HV5063| HV5033 OCCOQUAN DIST PENAL STANDPIPE       APPROX. 5.6 KM 1394111.1 |
 HV5063| HV5055 OCCOQUAN DIST PENAL INST E TK       APPROX. 4.0 KM 1412756.1 |
 HV5063| DE4969 DAVIS RM 2                           74.353 METERS 16218     |
 HV5063| DE4970 DAVIS RM 3                                         17003     |
 HV5063| HV5052 FARRS                               APPROX. 4.7 KM 2920442.6 |
 HV5063|---------------------------------------------------------------------|
 HV5063
 HV5063                          SUPERSEDED SURVEY CONTROL
 HV5063
 HV5063  NAD 83(1993)-  38 43 33.51968(N)    077 16 52.08758(W) AD(       ) 1
 HV5063  NAD 83(1986)-  38 43 33.52068(N)    077 16 52.09557(W) AD(       ) 1
 HV5063  NAD 27      -  38 43 33.10927(N)    077 16 53.15141(W) AD(       ) 1
 HV5063  NGVD 29 (07/19/86)  103.3    (m)          339.     (f) VERT ANG       
 HV5063
 HV5063.Superseded values are not recommended for survey control.
 HV5063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5063.See file dsdata.txt to determine how the superseded data were derived.
 HV5063
 HV5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0170188839(NAD 83)
 HV5063_MARKER: DS = TRIANGULATION STATION DISK
 HV5063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5063_SP_SET: CONCRETE POST
 HV5063_STAMPING: DAVIS 1969
 HV5063_MARK LOGO: CGS   
 HV5063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5063+STABILITY: SURFACE MOTION
 HV5063
 HV5063  HISTORY     - Date     Condition        Report By
 HV5063  HISTORY     - 1969     MONUMENTED       CGS
 HV5063  HISTORY     - 1969     GOOD             CGS
 HV5063  HISTORY     - 1990     GOOD             VADHT
 HV5063  HISTORY     - 19920120 GOOD             MSI
 HV5063
 HV5063                          STATION DESCRIPTION
 HV5063
 HV5063'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5063'THE STATION IS ABOUT 7 MILES WEST OF FORT BELVOIR, 3-1/2 MILES
 HV5063'NORTHWEST OF OCCOQUAN AND ON LAND OWNED BY MARY S. JACOBS.
 HV5063'
 HV5063'TO REACH THE STATION FROM THE POST OFFICE IN OCCOQUAN, GO WEST ON
 HV5063'MILL STREET FOR 0.2 MILE TO STATE HIGHWAY 123.  TURN RIGHT AND GO
 HV5063'NORTHERLY ON HIGHWAY 123, CROSSING OVER BRIDGE, FOR 1.25 MILES TO A
 HV5063'FORK AND STATE HIGHWAY 624, TAKE THE LEFT FORK AND CONTINUE
 HV5063'NORTHERLY ON HIGHWAY 123 FOR 2.35 MILES TO REFERENCE MARK 3 ON
 HV5063'THE LEFT.  CONTINUE NORTH ON HIGHWAY 123 FOR 0.1 MILE TO THE
 HV5063'STATION ON THE LEFT.
 HV5063'
 HV5063'STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1969, SET IN THE TOP
 HV5063'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH
 HV5063'THE GROUND.  IT IS 65.0 FEET NORTH OF THE CENTERLINE OF A GRAVELLED
 HV5063'ROAD, 172.8 FEET SOUTH-SOUTHWEST OF POWER LINE POLE NUMBER QF 74,
 HV5063'31.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 123 AND 15.5
 HV5063'FEET EAST OF A WITNESS POST.  THE UNDERGROUND STATION MARK IS 40
 HV5063'INCHES BELOW THE GROUND SURFACE.
 HV5063'
 HV5063'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIS NO 1 1969, SET
 HV5063'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5063'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 35.0 FEET EAST OF THE
 HV5063'CENTERLINE OF HIGHWAY 123, 6.5 FEET NORTH OF THE CENTERLINE OF A
 HV5063'TRACK ROAD, 1.5 FEET SOUTH OF POWER LINE POLE NUMBER QF 74 AND
 HV5063'ABOUT 4 FEET HIGHER THAN THE STATION.
 HV5063'
 HV5063'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIS NO 2 1969, SET IN
 HV5063'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5063'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 23.6 FEET EAST OF THE
 HV5063'CENTERLINE OF HIGHWAY 123, 14.0 FEET NORTH OF THE CENTERLINE OF A
 HV5063'GRAVELLED DRIVEWAY, 1.5 FEET NORTH OF A NORTH GATE POST AND ABOUT
 HV5063'THE SAME IN ELEVATION AS THE STATION.
 HV5063'
 HV5063'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DAVIS NO 3 1969, SET IN
 HV5063'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5063'PROJECTS 4 INCHES.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF
 HV5063'HIGHWAY 123, 26.4 FEET EAST-SOUTHEAST OF A SOUTH GATE POST, 15.5
 HV5063'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 2.4 FEET NORTH OF A
 HV5063'WITNESS POST.
 HV5063'
 HV5063'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HV5063'
 HV5063'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED DUE
 HV5063'TO OBSTRUCTIONS.
 HV5063
 HV5063                          STATION RECOVERY (1969)
 HV5063
 HV5063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HV5063'RECOVERED IN GOOD CONDITION.
 HV5063
 HV5063                          STATION RECOVERY (1990)
 HV5063
 HV5063'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 HV5063'RECOVERED IN GOOD CONDITION.
 HV5063
 HV5063                          STATION RECOVERY (1992)
 HV5063
 HV5063'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5063'THE STATION IS ABOUT 7 MILES (11.3 KM) WEST OF FORT BELVOIR, 3.5
 HV5063'MILES (5.6 KM) NORTHWEST OF OCCOQUAN AND ON LAND OWNED BY MARY S.
 HV5063'JACOBS.  TO REACH THE STATION FROM THE POST OFFICE IN OCCOQUAN, GO
 HV5063'WEST ON MILL STREET FOR 0.2 MILE (0.3 KM) TO STATE HIGHWAY 123.  TURN
 HV5063'RIGHT AND GO NORTHERLY ON HIGHWAY 123, CROSSING OVER BRIDGE, FOR 1.25
 HV5063'MILES (2.01 KM) TO A FORK AND STATE HIGHWAY 624, TAKE THE LEFT FORK
 HV5063'AND CONTINUE NORTHERLY ON HIGHWAY 123 FOR 2.35 MILES (3.78 KM) TO
 HV5063'REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 123 FOR 0.1
 HV5063'MILE (0.2 KM) TO THE STATION ON THE LEFT, IN TOP OF A ROUND CONCRETE
 HV5063'POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS
 HV5063'65.0 FEET (19.8 M) NORTH OF THE CENTERLINE OF A GRAVELLED ROAD, 172.8
 HV5063'FEET (52.7 M) SOUTH-SOUTHWEST OF POWER LINE POLE NUMBER QF 74, 31.0
 HV5063'FEET (9.4 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 123 AND 15.5
 HV5063'FEET (4.7 M) EAST OF A WITNESS POST.  THE UNDERGROUND STATION MARK IS
 HV5063'40 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1616 ***********************************************************************
 HU1616  DESIGNATION -  DAVIS
 HU1616  PID         -  HU1616
 HU1616  STATE/COUNTY-  VA/ACCOMACK
 HU1616  USGS QUAD   -  GIRDLETREE (1981)
 HU1616
 HU1616                         *CURRENT SURVEY CONTROL
 HU1616  ___________________________________________________________________
 HU1616* NAD 83(1993)-  38 00 50.24031(N)    075 23 15.01828(W)     ADJUSTED  
 HU1616* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 HU1616  ___________________________________________________________________
 HU1616  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HU1616  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 HU1616
 HU1616  HORZ ORDER  -  FIRST
 HU1616
 HU1616.The horizontal coordinates were established by classical geodetic methods
 HU1616.and adjusted by the National Geodetic Survey in November 1994..
 HU1616
 HU1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1616
 HU1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1616
 HU1616.The geoid height was determined by GEOID03.
 HU1616
 HU1616;                    North         East     Units Scale Factor Converg.
 HU1616;SPC VA S     - 1,191,019.968 3,773,279.210   MT  1.00000897   +1 53 20.6
 HU1616;SPC VA S     - 3,907,538.01 12,379,500.21   sFT  1.00000897   +1 53 20.6
 HU1616;SPC MD       -    39,801.828   541,603.978   MT  1.00006206   +1 00 43.4
 HU1616;SPC MD       -   130,583.16  1,776,912.38   sFT  1.00006206   +1 00 43.4
 HU1616;UTM  18      - 4,207,434.270   465,984.475   MT  0.99961425   -0 14 19.1
 HU1616
 HU1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1616!SPC VA S     -   1.00000538  x   1.00000897  =   1.00001435
 HU1616!SPC MD       -   1.00000538  x   1.00006206  =   1.00006744
 HU1616!UTM  18      -   1.00000538  x   0.99961425  =   0.99961962
 HU1616
 HU1616|---------------------------------------------------------------------|
 HU1616| PID    Reference Object                     Distance      Geod. Az  |
 HU1616|                                                           dddmmss.s |
 HU1616| DC7202 DAVIS RM 1                           38.295 METERS 02702     |
 HU1616| DC7203 DAVIS RM 2                                         1465949.3 |
 HU1616| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 9.0 KM 1742447.7 |
 HU1616| HU1614 BDRY MON MD VA NR DAVIS 1962         36.030 METERS 32538     |
 HU1616| HU1619 DAVIS RM 3=BOUNDARY MONUMENT MD VA   35.968 METERS 32558     |
 HU1616|---------------------------------------------------------------------|
 HU1616
 HU1616                          SUPERSEDED SURVEY CONTROL
 HU1616
 HU1616  NAD 83(1993)-  38 00 50.23865(N)    075 23 15.02001(W) AD(       ) 1
 HU1616  NAD 83(1986)-  38 00 50.23521(N)    075 23 15.05290(W) AD(       ) 1
 HU1616  NAD 27      -  38 00 49.79723(N)    075 23 16.33993(W) AD(       ) 1
 HU1616  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1616
 HU1616.Superseded values are not recommended for survey control.
 HU1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1616.See file dsdata.txt to determine how the superseded data were derived.
 HU1616
 HU1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6598407434(NAD 83)
 HU1616_MARKER: DS = TRIANGULATION STATION DISK
 HU1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1616
 HU1616  HISTORY     - Date     Condition        Report By
 HU1616  HISTORY     - 1932     MONUMENTED       CGS
 HU1616  HISTORY     - 1933     GOOD             CGS
 HU1616  HISTORY     - 1934     GOOD             CGS
 HU1616  HISTORY     - 1942     GOOD             CGS
 HU1616  HISTORY     - 1949     GOOD             CGS
 HU1616  HISTORY     - 1958     GOOD             CGS
 HU1616  HISTORY     - 1961     GOOD             CGS
 HU1616  HISTORY     - 1962     GOOD             CGS
 HU1616  HISTORY     - 1962     GOOD             CGS
 HU1616  HISTORY     - 1967     GOOD             CGS
 HU1616  HISTORY     - 1970     GOOD             MDSFC
 HU1616  HISTORY     - 1977     GOOD             MDDNR
 HU1616  HISTORY     - 1984     GOOD             MDDNR
 HU1616  HISTORY     - 1990     GOOD             USPSQD
 HU1616  HISTORY     - 20011023 MARK NOT FOUND   USE
 HU1616
 HU1616                          STATION DESCRIPTION
 HU1616
 HU1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1616'ON PROPERTY OWNED BY MR. J.J. DAVIS AT N EDGE OF FRANKLIN
 HU1616'CITY, OR GREENBACKVILLE, VIRGINIA.
 HU1616'
 HU1616'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARKS NO. 1
 HU1616'AND NO. 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED
 HU1616'
 HU1616'REFERENCE MARK NO. 1 IS IN NE EDGE OF FIELD, 1.8 METERS NE
 HU1616'OF FIELD ROAD, AND IS NE OF THE STATION.
 HU1616'
 HU1616'REFERENCE MARK NO. 2 IS S OF THE STATION IN MARSH, 18 METERS
 HU1616'N OF NE CORNER OF SELBY JONES RESIDENCE.  30 METERS SW OF
 HU1616'SE CORNER OF LLOYD TARR RESIDENCE.  15 METERS N OF CENTER
 HU1616'LINE OF CLINTON STREET.  60 METERS NW OF CENTER LINE OF
 HU1616'STREET THAT PARALLELS RAILROAD TRACK.
 HU1616'
 HU1616'REFERENCE MARK NO. 3 IS NW OF STATION SET IN GRANITE BOUNDARY
 HU1616'MONUMENT (VIRGINIA-MARYLAND BOUNDARY MONUMENT) WHICH IS
 HU1616'7 INCHES SQUARE AND STANDS 3 FEET ABOVE THE GROUND.
 HU1616'
 HU1616'TO REACH THE STATION GO TO THE DAVIS HOME WHICH IS ABOUT
 HU1616'150 YARDS NE OF RAILROAD TRACK AND ABOUT 1/4 MILE E OF RAILROAD
 HU1616'TANK.  STATION IS IN SE EDGE OF FIELD, 9.7 METERS NW OF FARM
 HU1616'ROAD AT SE EDGE OF FIELD.  73 METERS NE OF RAILROAD TRACK.
 HU1616'MARK IS SET 12 INCHES BELOW GROUND SURFACE TO INSURE ITS
 HU1616'PERMANENCY.
 HU1616'
 HU1616'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 HU1616
 HU1616                          STATION RECOVERY (1933)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 HU1616'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 HU1616
 HU1616                          STATION RECOVERY (1934)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1616'STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED.
 HU1616'ORIGINAL DESCRIPTION ADEQUATE.
 HU1616
 HU1616                          STATION RECOVERY (1942)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1616'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH THE
 HU1616'U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS OF
 HU1616'TRIANGULATION STATIONS FROM ATLANTIC COAST, POPE ISLAND TO
 HU1616'CAPE CHARLES, VIRGINIA--
 HU1616'
 HU1616'(1) R.M. NO. 2 IS 18 METERS N OF THE N CORNER OF THE SELBY
 HU1616'JONES RESIDENCE INSTEAD OF 18 METERS N OF THE NE CORNER.
 HU1616'
 HU1616'(2) R.M. NO. 1 IS 125.90 FEET NE OF STATION, NOT 125.67
 HU1616'FEET.
 HU1616'
 HU1616'(3) R.M. NO. 3 IS 118.15 FEET NW OF STATION, NOT 118.00
 HU1616'FEET.
 HU1616'
 HU1616'THE STATION IS LOCATED IN GREENBACKVILLE, ACCOMAC COUNTY,
 HU1616'ON PROPERTY OWNED BY MR. J.J. DAVIS, ON THE HIGHEST POINT
 HU1616'OF A LOW RIDGE 242.7 FEET NE OF THE PENNSYLVANIA RAILROAD
 HU1616'TRACK, 426.4 FEET W OF A FENCE CORNER, 363.4 FEET S OF A
 HU1616'FENCE CORNER, AND 31.8 FEET NW OF A FARM ROAD.  THE STATION
 HU1616'IS MARKED BY A BRONZE DISK TRIANGULATION STATION, STAMPED
 HU1616'DAVIS 1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HU1616'MONUMENT, WHICH IS SET 12 INCHES BELOW THE SURFACE OF THE
 HU1616'GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1616'
 HU1616'REFERENCE MARK NO. 1 IS 125.90 FEET NE OF THE STATION, 74.1
 HU1616'FEET NW OF THE CENTER LINE INTERSECTION OF TWO DIRT ROADS,
 HU1616'48.9 FEET SE OF THE INTERSECTION OF A DIRT ROAD AND A DITCH,
 HU1616'AND 5.9 FEET NE OF THE DIRT ROAD.  THE MARK IS A BRONZE
 HU1616'DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE
 HU1616'STATION, STAMPED DAVIS NO. 1, 1932, SET IN THE TOP OF A
 HU1616'12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 2 INCHES
 HU1616'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1616'
 HU1616'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS LOCATED 0.03 MILE
 HU1616'S OF THE STATION IN FRANKLIN CITY, 255.8 FEET N OF THE PENNSYLVANIA
 HU1616'RAILROAD TRACK AT ITS INTERSECTION WITH A DIRT ROAD, 59.0 FEET
 HU1616'N OF THE N CORNER OF THE SELBY JONES RESIDENCE, 98.4 FEET
 HU1616'SW OF THE S CORNER OF THE LLOYD TARR RESIDENCE, AND 49.2 FEET
 HU1616'NW OF THE CENTER LINE OF A DIRT ROAD.  THE MARK IS A BRONZE
 HU1616'DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE
 HU1616'STATION, STAMPED DAVIS NO. 2 1932, SET IN THE TOP OF A 12-INCH
 HU1616'SQUARE CONCRETE MONUMENT WHICH EXTENDS 2 INCHES ABOVE GROUND.
 HU1616'THE MARK IS IN GOOD CONDITION.
 HU1616'
 HU1616'REFERENCE MARK NO. 3 IS 118.1 FEET NW OF THE STATION, 215
 HU1616'FEET E OF THE EASTERNMOST OF 3 TALL PINE TREES, 161.5 FEET
 HU1616'NE OF THE N CORNER OF A HOUSE, AND 91.8 FEET SW OF THE
 HU1616'INTERSECTION OF A ROAD AND A DITCH.  THE MARK IS A BRONZE DISK
 HU1616'REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE STATION,
 HU1616'STAMPED DAVIS NO. 3 1932, SET IN THE TOP OF A 6-INCH SQUARE
 HU1616'GRANITE MONUMENT OF THE VIRGINIA, MARYLAND STATE BOUNDARY
 HU1616'LINE, WHICH EXTENDS 3 FEET ABOVE THE GROUND.  THE MARK IS
 HU1616'IN GOOD CONDITION.
 HU1616
 HU1616                          STATION RECOVERY (1949)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 HU1616'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HU1616'IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS
 HU1616'TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HU1616
 HU1616                          STATION RECOVERY (1958)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1616'STATION WAS RECOVERED AS DESCRIBED THE STATION MARK IS NOW
 HU1616'6 INCHES UNDERGROUND IN A CULTIVATED FIELD.  DUE TO PLOWING
 HU1616'IN THE FIELD IT IS POSSIBLE THAT THE MARK COULD BE HIT BY
 HU1616'ONE OF THE PLOWS AND DISTURBED FROM ITS POSITION.  THE
 HU1616'STATION IS 90.3 FEET NE OF THE SE CORNER OF CHICKEN HOUSE
 HU1616'AND 84.9 FEET ESE OF THE NE CORNER OF THE SAME CHICKEN HOUSE.
 HU1616'
 HU1616'R.M. NO. 1 IS IN A E-W FENCE LINE AND 124 FEET E OF R.M. NO. 3
 HU1616'(VIRGINIA-MARYLAND BOUNDRY MONUMENT).
 HU1616'
 HU1616'AZIMUTH MARK (R.M. NO. 2) WAS SEARCHED FOR BUT WAS NOT FOUND.
 HU1616
 HU1616                          STATION RECOVERY (1961)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 HU1616'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN
 HU1616'GOOD CONDITION.  THE RAILROAD TRACK AND PINE TREE NO LONGER
 HU1616'EXIST.  REVISED DESCRIPTION FOLLOWS.  LOCATED IN THE NORTHEAST
 HU1616'PART OF GREENBACKVILL ON THE HIGHEST PART OF THE LOW RIDGE,
 HU1616'ABOUT 550 FEET SOUTHEAST OF A CANNING PLANT IN A PASTURE,
 HU1616'243 FEET EAST OF THE ABANDONED RAILROAD GRADE, 120 FEET SOUTH
 HU1616'OF A FENCE AND 75 FEET EAST OF A LONG CHICKEN HOUSE.  A
 HU1616'STANDARD DISK STAMPED DAVIS 1932 IN TOP OF A 12 INCH MONUMENT,
 HU1616'6 INCHES BELOW THE GROUND.
 HU1616'
 HU1616'REFERENCE NO. 1, IS 125.90 FEET NORTHEAST OF THE STATION
 HU1616'IN A FENCE LINE AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 HU1616'DISK STAMPED DAVIS NO. 1, 1932, IN TOP OF A 12 INCH MONUMENT
 HU1616'WHICH PROJECTS 6 INCHES.
 HU1616'
 HU1616'REFERENCE MARK NO. 2, (AZIMUTH MARK) IS 0.5 MILES SOUTH OF
 HU1616'THE STATION IN THE MARSH, 256 FEET NORTH OF NORTHEAST CORNER
 HU1616'OF A HOUSE, 98 FEET SOUTHEAST OF SOUTHWEST CORNER OF A HOUSE
 HU1616'AND 6 FEET NORTHEAST OF A LONE POLE.
 HU1616'
 HU1616'A STANDARD DISK STAMPED DAVIS NO. 2 IN TOP OF A 12 INCH
 HU1616'MONUMENT FLUSH WITH THE GROUND.
 HU1616'
 HU1616'REFERENCE MARK NO. 3, IS 118.15 FEET NORTH OF THE STATION
 HU1616'IN A FENCE LINE, 1.5 FEET SOUTH OF THE FENCE AND ALONGSIDE
 HU1616'OF A LONE CHERRY TREE.  A GRANITE POST WHICH PROJECTS 3
 HU1616'FEET.
 HU1616'
 HU1616'THE 1932 OBSERVATIONS BETWEEN CHINCOTEAGUE WARTER TANK AND
 HU1616'THE REFERENCE MARKS WERE VERIFIED.
 HU1616
 HU1616                          STATION RECOVERY (1962)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1616'THE STATION MARK AND REFERENCE MARKS NO. 1, NO. 2, AND NO.
 HU1616'3 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 HU1616'MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK
 HU1616'NO. 3 WAS FOUND TO BE 118.25 FT. INSTEAD OF 118.00 FT.
 HU1616'
 HU1616'THE ORIGINAL DESCRIPTION AND LATER RECOVERY NOTES ARE ADEQUATE
 HU1616'FOR FUTURE RECOVERY.
 HU1616
 HU1616                          STATION RECOVERY (1962)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1616'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 HU1616'IN GOOD CONDITION.  THE FIELD ROAD AND RAILROAD NO LONGER
 HU1616'EXIST AND THE PROPERTY IS NOW OWNED BY MR. RICHARD A. CULVER.
 HU1616'MR CULVER REQUESTED THAT THE STATION MARK BE LOWERED.  THE
 HU1616'MARK WAS LOWERED AND IS NOW 24 INCHES BELOW THE SURFACE OF
 HU1616'THE GROUND.  THE EXACT POSITION WAS HELD.
 HU1616'
 HU1616'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED, THE DISTANCE
 HU1616'AND DIRECTIONS CHECKED WITH THE PREVIOUS DATA.
 HU1616'
 HU1616'REFERENCE MARK 2 (AZIMUTH MARK) RECOVERED AS PREVIOUSLY
 HU1616'DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE RAILROAD IN NO
 HU1616'LONGER THERE AND THE HOMES IN THAT AREA HAVE BEEN ABANDONED.
 HU1616'THE MARK IS 6.4 FEET NORTHEAST OF A TELEPHONE POLE AND 1.4
 HU1616'FEET SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1616'
 HU1616'REFERENCE MARK NO. 3 HAS SHOWN EVIDENCE OF MOVEMENT.  A
 HU1616'LONGER MEASUREMENT OF 0.064 METERS AND 20 MINUTES AND 24.9
 HU1616'SECONDS IN THE DIRECTION WAS NOTED ON THIS DATE.  THE MARK IS
 HU1616'SET IN A DRILL HOLE WITH CONCRETE IN TOP OF A 8 X 8 INCH
 HU1616'SQUARE GRANITE STONE PROJECTING ABOUT 3.0 FEET ABOVE THE
 HU1616'SURFACE OF THE GROUND AND LEANS TO THE WEST-NORTHWEST.  IT
 HU1616'IS IN A FENCELINE IN A PASTURE GROUND.  THE LIVE-STOCK RUB
 HU1616'AGAINST THE MARK AND CAUSE MOVEMENT AS THE STONE IS NOT
 HU1616'VERY SECURELY ESTABLISHED.  IT IS 0.8 FEET SOUTH OF A WILD
 HU1616'CHERRY TREE, 0.6 FEET SOUTH OF A FENCELINE AND 84.0 FEET
 HU1616'NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE.
 HU1616'
 HU1616'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 HU1616'SQUARE CONCRETE MONUMENT ABOUT 24 INCHES BELOW THE SURFACE
 HU1616'OF THE GROUND.  IT IS STAMPED DAVIS 1932 1962.  THE MARK
 HU1616'IS 135.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CHICKEN
 HU1616'HOUSE, 118.9 FEET SOUTH OF A WILD CHERRY TREE, 118.3 FEET
 HU1616'SOUTH OF A FENCELINE AND 91.0 FEET NORTHEAST OF THE SOUTHEAST
 HU1616'CORNER OF A CHICKEN HOUSE.
 HU1616'
 HU1616'A NEW TO REACH THE STATION FOLLOWS--
 HU1616'
 HU1616'TO REACH THE STATION FROM A T-INTERSECTION ABOUT 100.0 FEET
 HU1616'SOUTH OF THE POST OFFICE IN GREENBACKVILLE.  GO EAST ON ROAD
 HU1616'NO. 679 FOR 0.1 MILE TO A JUNCTION WITH ROAD NO. 3005.  TURN
 HU1616'LEFT ON ROAD 3005 AND GO 0.05 MILE TO A DIRT ROAD RIGHT,
 HU1616'LEADING TO AN OLD ABANDONED HOUSE.  TURN RIGHT ON THE DIRT
 HU1616'ROAD FOR 0.05 MILE TO THE OLD HOUSE ON THE LEFT.  BEAR
 HU1616'LEFT THROUGH A GATE AND ACROSS A SMALL LOT TO A GATE.  PASS
 HU1616'THROUGH THE GATE AND CONTINUE ACROSS A PASTURE LAND TO THE
 HU1616'HIGHEST POINT OF A LOW KNOLL AND THE STATION.
 HU1616'
 HU1616'HEIGHT OF LIGHT ABOVE STATION MARK 34.00 METERS.
 HU1616
 HU1616                          STATION RECOVERY (1967)
 HU1616
 HU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 HU1616'STATION MARK, R.M.S 1 AND 3 RECOVERED AS DESCRIBED.  AZIMUTH
 HU1616'AND DISTANCE BETWEEN DAVIS AND R.M. 3 (VA-MD. BOUNDARY
 HU1616'MARK) WERE CHECKED.  A CHICKEN HOUSE HAS BEEN BUILT BETWEEN
 HU1616'DAVIS AND R.M. 1.  R.M. 2 WAS NOT SEARCHED FOR.
 HU1616'
 HU1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--N. EDGE OF
 HU1616'GREENBACKVILLE, VA.
 HU1616
 HU1616                          STATION RECOVERY (1970)
 HU1616
 HU1616'RECOVERY NOTE BY MARYLAND SHELL FISHERIES COMMISSION 1970 (GEH)
 HU1616'DAVIS 1932-GOOD
 HU1616'
 HU1616'DAVIS 1932 R.M. 3-GOOD - GRANITE MON IS MD-VA RAILROAD ESTAB
 HU1616'BY CCY 1907
 HU1616'
 HU1616'CHANGE DESCRIPTION TO--STA MARK 6 IN BELOW SURFACE OF GROUND,
 HU1616'IN OPEN AREA BETWEEN 2 CHICKEN HOUSES.  ADD. DISTS FOR STA
 HU1616'RECOVERY AIDS.  FROM NEW CHICKEN HSE. TO E OF STA. AS FOLLOWS--
 HU1616'
 HU1616'LOWER SOUTHERLY CORNER OF 1ST VENT FROM NW CORNER OF CHICKEN HSE
 HU1616'TO STA 38 FT, FROM LOWER SLY CORNER OF 3RD DOOR FROM NW
 HU1616'CORNER OF CHICKEN HSE TO STA 38 FT.  PREVIOUS DESCRIPTION
 HU1616'ALSO ADEQUATE.
 HU1616
 HU1616                          STATION RECOVERY (1977)
 HU1616
 HU1616'RECOVERY NOTE BY MD DEPT OF NAT RES 1977 (GEH)
 HU1616'DAVIS 1932 RECOVERED GOOD.
 HU1616'
 HU1616'DAVIS 1932 NO 1 RECOVERED GOOD.
 HU1616'
 HU1616'DAVIS 1932 NO 2 RECOVERED GOOD (AZ. MK).
 HU1616'
 HU1616'DAVIS 1932 NO 3 RECOVERED GOOD.
 HU1616'
 HU1616'PREV. DESC. ADEQUATE. RM 1 IS IN FENCE LINE 124.6 FT ELY OF RM 3.
 HU1616'RM 2 AZ.MK. RECOVD. 0.45 MILES SOUTHERLY OF STA DAVIS.  THE TELE POLE
 HU1616'MENTIONED HAS BEEN DESTYD. AND WITNESS POST REMOVED.  NEW WITNESS
 HU1616'POST AND SIGN SET.  AZ.MK. IS FLUSH WITH SURFACE OF MARSH.
 HU1616'
 HU1616'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GREENBACKVILLE.
 HU1616
 HU1616                          STATION RECOVERY (1984)
 HU1616
 HU1616'RECOVERY NOTE BY MD DEPT OF NAT RES 1984 (LW)
 HU1616'DAVIS 1932 - GOOD CONDITION 1 FOOT BELOW GROUND IN DEPRESSION.
 HU1616'THE NEW CHICKEN HOUSE IS THE LONGEST OF 21 STORY RED HOUSES.  THE
 HU1616'OLD CHICKEN HOUSE IS NOW IN RUINS.
 HU1616'
 HU1616'DAVIS NO 3 1932 GOOD IN FENCE ROW, APPEARS TO BE RELATIVELY SOLID.
 HU1616'WILD CHERRY TREE IS NOW DEAD, ONLY A STUMP REMAINS.
 HU1616'
 HU1616'DAVIS NO 2 1932 GOOD - 2.4 FEET SW OF W.P.  THE POLE HAS BEEN
 HU1616'BURNED AND ROTTED AND IS ONLY 1 FOOT ABOVE GROUND.  THE MARK IS
 HU1616'3 FEET NE OF A RANGE FORMED BY THE NE SIDE OF THE OLD JONES HOUSE,
 HU1616'3 INCHES BELOW GROUND.  MARK IS NE OF ROAD 679.
 HU1616
 HU1616                          STATION RECOVERY (1990)
 HU1616
 HU1616'RECOVERY NOTE BY US POWER SQUADRON 1990 (LW)
 HU1616'RECOVERED IN GOOD CONDITION.
 HU1616
 HU1616                          STATION RECOVERY (2001)
 HU1616
 HU1616'RECOVERY NOTE BY US ENGINEERS 2001 (RWS)
 HU1616'BOTH CHICKHEN HOUSES HAVE BEEN TORN DOWN AND CLEARED AWAY. MEASURED
 HU1616'DISTANCE FROM R.M. 3 TOWARD DAVIS 1932 AND SEARCHED USING A METAL
 HU1616'DETECTOR. MARK COULD NOT BE FOUND.  R.M. 1 WAS SEARCHED FOR BUT NOT
 HU1616'FOUND. R.M 2 WAS NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4156 ***********************************************************************
 GV4156  DESIGNATION -  DAVIS
 GV4156  PID         -  GV4156
 GV4156  STATE/COUNTY-  VA/YORK
 GV4156  USGS QUAD   -  POQUOSON WEST (1983)
 GV4156
 GV4156                         *CURRENT SURVEY CONTROL
 GV4156  ___________________________________________________________________
 GV4156* NAD 83(1993)-  37 08 39.72728(N)    076 25 31.20105(W)     ADJUSTED  
 GV4156* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4156  ___________________________________________________________________
 GV4156  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GV4156  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 GV4156
 GV4156  HORZ ORDER  -  THIRD
 GV4156
 GV4156.The horizontal coordinates were established by classical geodetic methods
 GV4156.and adjusted by the National Geodetic Survey in September 1995..
 GV4156
 GV4156.The orthometric height was scaled from a topographic map.
 GV4156
 GV4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4156
 GV4156.The geoid height was determined by GEOID03.
 GV4156
 GV4156;                    North         East     Units Scale Factor Converg.
 GV4156;SPC VA S     - 1,092,029.223 3,684,296.287   MT  0.99995294   +1 15 33.0
 GV4156;SPC VA S     - 3,582,765.88 12,087,562.07   sFT  0.99995294   +1 15 33.0
 GV4156;UTM  18      - 4,111,838.689   373,416.022   MT  0.99979739   -0 51 38.8
 GV4156
 GV4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4156!SPC VA S     -   1.00000542  x   0.99995294  =   0.99995836
 GV4156!UTM  18      -   1.00000542  x   0.99979739  =   0.99980281
 GV4156
 GV4156:                Primary Azimuth Mark                     Grid Az
 GV4156:SPC VA S     -  WEST VFC 1934                            358 48 21.1
 GV4156:UTM  18      -  WEST VFC 1934                            000 55 32.9
 GV4156
 GV4156|---------------------------------------------------------------------|
 GV4156| PID    Reference Object                     Distance      Geod. Az  |
 GV4156|                                                           dddmmss.s |
 GV4156| GV4201 WEST VFC 1934                       APPROX. 0.5 KM 0000354.1 |
 GV4156| DC9168 DAVIS RM 1                           16.410 METERS 04011     |
 GV4156| DC9169 DAVIS RM 2                           16.740 METERS 08901     |
 GV4156| GV4188 RANKIN                              APPROX. 0.6 KM 1964853.1 |
 GV4156| GV4182 PAGE                                APPROX. 0.5 KM 2292654.0 |
 GV4156| GV4203 WOOD                                368.873 METERS 29713     |
 GV4156| GV4200 WARD                                APPROX. 0.6 KM 3405055.0 |
 GV4156|---------------------------------------------------------------------|
 GV4156
 GV4156                          SUPERSEDED SURVEY CONTROL
 GV4156
 GV4156  NAD 83(1986)-  37 08 39.73464(N)    076 25 31.23897(W) AD(       ) 3
 GV4156  NAD 27      -  37 08 39.19900(N)    076 25 32.42700(W) AD(       ) 3
 GV4156
 GV4156.Superseded values are not recommended for survey control.
 GV4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4156.See file dsdata.txt to determine how the superseded data were derived.
 GV4156
 GV4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7341611839(NAD 83)
 GV4156_MARKER: DS = TRIANGULATION STATION DISK
 GV4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4156
 GV4156  HISTORY     - Date     Condition        Report By
 GV4156  HISTORY     - 1934     MONUMENTED       CGS
 GV4156  HISTORY     - 1943     GOOD             CGS
 GV4156  HISTORY     - 1952     GOOD             CGS
 GV4156  HISTORY     - 1954     GOOD             AMS
 GV4156
 GV4156                          STATION DESCRIPTION
 GV4156
 GV4156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 GV4156'ON THE EASTERN SHORE OF THE POQUOSON RIVER ABOUT 2000 FEET
 GV4156'SOUTHEAST OF YORKVILLE POINT, 6 FEET NORTH OF A BOAT PIER AND
 GV4156'262 FEET SOUTHWEST FROM THE NORTHWEST CORNER OF A 2-STORY FRAME
 GV4156'HOUSE.  DISTANCES TO MEAN HIGH WATER TOWARD STATIONS PAGE, WOOD
 GV4156'AND WARD ARE 46 FEET, 26 FEET AND 37 FEET RESPECTIVELY.  THE
 GV4156'MARKER CONCENTRICALLY REPLACES ONE PUT IN BY THE VA. FISHERIES
 GV4156'COMMISSION AND CALLED A.  BEST ACCESS IS BY A GRAVEL ROAD
 GV4156'LEADING NORTH FROM STATE HIGHWAY 172 AT A POINT 1-1/4 MILES EAST
 GV4156'OF THE BAPTIST BETHEL CHURCH.  THE PROPRIETOR IS THOMAS DAVIS.
 GV4156'
 GV4156'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4156'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV4156'RESPECTIVELY.
 GV4156
 GV4156                          STATION RECOVERY (1943)
 GV4156
 GV4156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4156'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 GV4156'FOLLOWING DISCREPANCIES--DELETE--
 GV4156'
 GV4156'1.  THERE IS NO BOAT PIER.
 GV4156'
 GV4156'2.  DISTANCES TO HIGH WATER LINE.
 GV4156'
 GV4156'ADDITIONS--
 GV4156'
 GV4156'STATION AND R.M. 1 ARE COVERED BY HIGH WATER.
 GV4156'
 GV4156'ALL DISTANCES TO REFERENCE POINTS AND MARKS WERE MEASURED AND
 GV4156'CHECKED.  STATION IS IN GOOD CONDITION.
 GV4156
 GV4156                          STATION RECOVERY (1952)
 GV4156
 GV4156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4156'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED.  A NEW PIER HAS
 GV4156'BEEN BUILT AND THE STATION IS NOW AT THE SE CORNER OF THE
 GV4156'INSHORE END OF THE PIER.
 GV4156'
 GV4156'DUE TO UNUSALLY HIGH WATER, REFERENCE MARK 2 WAS COVERED AND
 GV4156'NOT FOUND.
 GV4156'
 GV4156'REFERENCE MARK 1 WAS RECOVERED AND BOTH MARKS WERE IN GOOD
 GV4156'CONDITION.
 GV4156
 GV4156                          STATION RECOVERY (1954)
 GV4156
 GV4156'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV4156'STATION FOUND IN GOOD CONDITION.  MARK IS SET IN 10-INCH
 GV4156'SQUARE CONCRETE POST, FLUSH WITH GROUND.  IT IS 199 SW OF
 GV4156'SW CORNER OF 2 STORY WHITE FRAME HOUSE, 2 FEET S OF S EDGE
 GV4156'OF PIER, 9 FEET W OF E END OF PIER.  REFERENCE MARK 1 RECOVERED,
 GV4156'GOOD CONDITION, STAMPED DAVIS NO. 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1730 ***********************************************************************
 GX1730  DESIGNATION -  DAVIS AZ
 GX1730  PID         -  GX1730
 GX1730  STATE/COUNTY-  VA/BUCHANAN
 GX1730  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1730
 GX1730                         *CURRENT SURVEY CONTROL
 GX1730  ___________________________________________________________________
 GX1730* NAD 83(1993)-  37 10 09.06225(N)    081 53 32.93545(W)     ADJUSTED  
 GX1730* NAVD 88     -       603.572  (meters)    1980.22   (feet)  ADJUSTED  
 GX1730  ___________________________________________________________________
 GX1730  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GX1730  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GX1730  DYNAMIC HT  -         603.041 (meters)    1978.48  (feet)  COMP
 GX1730  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 GX1730
 GX1730  HORZ ORDER  -  SECOND
 GX1730  VERT ORDER  -  SECOND    CLASS 0
 GX1730
 GX1730.The horizontal coordinates were established by classical geodetic methods
 GX1730.and adjusted by the National Geodetic Survey in December 1995..
 GX1730
 GX1730.The orthometric height was determined by differential leveling
 GX1730.and adjusted by the National Geodetic Survey in June 1991..
 GX1730
 GX1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1730
 GX1730.The geoid height was determined by GEOID03.
 GX1730
 GX1730.The dynamic height is computed by dividing the NAVD 88
 GX1730.geopotential number by the normal gravity value computed on the
 GX1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1730.degrees latitude (g = 980.6199 gals.).
 GX1730
 GX1730.The modeled gravity was interpolated from observed gravity values.
 GX1730
 GX1730;                    North         East     Units Scale Factor Converg.
 GX1730;SPC VA S     - 1,098,170.836 3,198,779.358   MT  0.99995136   -2 03 32.3
 GX1730;SPC VA S     - 3,602,915.48 10,494,661.94   sFT  0.99995136   -2 03 32.3
 GX1730;UTM  17      - 4,114,013.619   420,765.867   MT  0.99967734   -0 32 21.3
 GX1730
 GX1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1730!SPC VA S     -   0.99991012  x   0.99995136  =   0.99986149
 GX1730!UTM  17      -   0.99991012  x   0.99967734  =   0.99958749
 GX1730
 GX1730                          SUPERSEDED SURVEY CONTROL
 GX1730
 GX1730  NAD 83(1993)-  37 10 09.06341(N)    081 53 32.93493(W) AD(       ) 2
 GX1730  NAD 83(1986)-  37 10 09.07549(N)    081 53 32.93966(W) AD(       ) 2
 GX1730  NAD 27      -  37 10 08.67127(N)    081 53 33.49535(W) AD(       ) 2
 GX1730  NGVD 29 (??/??/92)  603.716  (m)         1980.69   (f) ADJ UNCH    2 0
 GX1730
 GX1730.Superseded values are not recommended for survey control.
 GX1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1730.See file dsdata.txt to determine how the superseded data were derived.
 GX1730
 GX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB2076614014(NAD 83)
 GX1730_MARKER: DZ = AZIMUTH MARK DISK
 GX1730_SETTING: 66 = SET IN ROCK OUTCROP
 GX1730_SP_SET: OUTCROP
 GX1730_STAMPING: DAVIS 1963
 GX1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1730+STABILITY: POSITION/ELEVATION WELL
 GX1730
 GX1730  HISTORY     - Date     Condition        Report By
 GX1730  HISTORY     - 1963     MONUMENTED       CGS
 GX1730  HISTORY     - 1963     GOOD             CGS
 GX1730
 GX1730                          STATION DESCRIPTION
 GX1730
 GX1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1730'THE AZIMUTH MARK IS ABOUT 40 YARDS EAST OF U.S. HIGHWAY 460,
 GX1730'10 FEET NORTH OF A DRIVEWAY AND 4.6 FEET SOUTH OF A METAL
 GX1730'WITNESS SIGN.  IT IS A STANDARD DISK CEMENTED IN A DRILLED
 GX1730'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED DAVIS 1963.
 GX1730'
 GX1730'TO REACH STATION DAVIS FROM THE POST OFFICE IN SHORTT GAP,
 GX1730'GO WESTERLY ON U.S. HIGHWAY 460 FOR 2.0 MILES TO A SMALL
 GX1730'BRIDGE AND A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO ABOUT
 GX1730'40 YARDS TO THE AZIMUTH MARK ON THE LEFT.
 GX1730
 GX1730                          STATION RECOVERY (1963)
 GX1730
 GX1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GX1730'0.7 MI E FROM GRIMSLEYVILLE.
 GX1730'0.7 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE CHURCH AT
 GX1730'GRIMSLEYVILLE AND 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM
 GX1730'THE POST OFFICE IN SHOTT GAP, 40 YDS. EAST OF THE HIGHWAY, 60
 GX1730'YDS. NORTHEAST OF A SMALL BRIDGE, 10 FEET NORTH OF A DRIVEWAY
 GX1730'LEADING TO TWO HOUSES, 4.6 FEET SOUTH OF A METAL WITNESS SIGN AND
 GX1730'SET IN THE TOP OF AN OUTCROP OF BEDROCK APPROXIMATELY THREE ABOVE
 GX1730'THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1619 ***********************************************************************
 HU1619  DESIGNATION -  DAVIS RM 3=BOUNDARY MONUMENT MD VA
 HU1619  PID         -  HU1619
 HU1619  STATE/COUNTY-  VA/ACCOMACK
 HU1619  USGS QUAD   -  GIRDLETREE (1981)
 HU1619
 HU1619                         *CURRENT SURVEY CONTROL
 HU1619  ___________________________________________________________________
 HU1619* NAD 83(1993)-  38 00 51.20704(N)    075 23 15.84353(W)     ADJUSTED  
 HU1619* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1619  ___________________________________________________________________
 HU1619  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HU1619  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 HU1619
 HU1619  HORZ ORDER  -  SECOND
 HU1619
 HU1619.The horizontal coordinates were established by classical geodetic methods
 HU1619.and adjusted by the National Geodetic Survey in November 1994..
 HU1619
 HU1619.The orthometric height was scaled from a topographic map.
 HU1619
 HU1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1619
 HU1619.The geoid height was determined by GEOID03.
 HU1619
 HU1619;                    North         East     Units Scale Factor Converg.
 HU1619;SPC VA S     - 1,191,049.096 3,773,258.107   MT  1.00000903   +1 53 20.1
 HU1619;SPC VA S     - 3,907,633.58 12,379,430.97   sFT  1.00000903   +1 53 20.1
 HU1619;SPC MD       -    39,831.276   541,583.323   MT  1.00006199   +1 00 42.9
 HU1619;SPC MD       -   130,679.78  1,776,844.62   sFT  1.00006199   +1 00 42.9
 HU1619;UTM  18      - 4,207,464.149   465,964.476   MT  0.99961427   -0 14 19.6
 HU1619
 HU1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1619!SPC VA S     -   1.00000544  x   1.00000903  =   1.00001447
 HU1619!SPC MD       -   1.00000544  x   1.00006199  =   1.00006743
 HU1619!UTM  18      -   1.00000544  x   0.99961427  =   0.99961971
 HU1619
 HU1619                          SUPERSEDED SURVEY CONTROL
 HU1619
 HU1619  NAD 83(1993)-  38 00 51.20541(N)    075 23 15.84528(W) AD(       ) 2
 HU1619  NAD 83(1986)-  38 00 51.20191(N)    075 23 15.87812(W) AD(       ) 2
 HU1619
 HU1619.Superseded values are not recommended for survey control.
 HU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1619.See file dsdata.txt to determine how the superseded data were derived.
 HU1619
 HU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6596407464(NAD 83)
 HU1619_MARKER: V = STONE MONUMENT
 HU1619_SETTING: 0 = UNSPECIFIED SETTING
 HU1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1619
 HU1619  HISTORY     - Date     Condition        Report By
 HU1619  HISTORY     - 1907     MONUMENTED       CGS
 HU1619  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HU1619  HISTORY     - 1962     POOR             CGS
 HU1619  HISTORY     - 1970     POOR             MDSFC
 HU1619  HISTORY     - 1984     POOR             MDDNR
 HU1619
 HU1619                          STATION DESCRIPTION
 HU1619
 HU1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (CCY)
 HU1619'ON THE WESTERN SHORE OF LOWER CHINCOTEAGUE BAY, ON THE BOUNDARY
 HU1619'LINE BETWEEN MARYLAND AND VIRGINIA, INLAND ABOUT 1 MILE
 HU1619'WNW OF LONG POINT.  ABOUT 80 YARDS NE OF RAILROAD, ON A
 HU1619'SANDY RISE OF GROUND ABOUT 15 FEET ABOVE LEVEL OF TRACK.
 HU1619'STATION IS ON EDGE OF AN EXCAVATION IN THIS SAND HILL AND
 HU1619'IS LIKELY TO BE UNDERMINED BY THE CARTING AWAY OF SAND FOR
 HU1619'BUILDING PURPOSES.  TRIANGULATION STATION MONEY WAS ESTABLISHED
 HU1619'AS A REFERENCE MARK FOR THIS STATION.  (SEE DESCRIPTION OF
 HU1619'STATION MONEY.) STATION IS CENTER OF A SQUARE-TOP GRANITE
 HU1619'MONUMENT PROJECTING 18 INCHES ABOVE THE GROUND.  IN 1907
 HU1619'THIS TOP WAS BROKEN LOOSE AND RESTING ON THE UNDISTURBED
 HU1619'PORTION OF THE STONE IN THE GROUND.  THE TOP WAS CUT TO
 HU1619'A 6-INCH SQUARE WITH AN E-AND-W LINE FROM SIDE TO SIDE
 HU1619'AND THE LETTERS M AND V TO INDICATE THE MARYLAND AND
 HU1619'VIRGINIA SIDES OF THE BOUNDARY, RESPECTIVELY.  TO SECURE
 HU1619'THIS BOUNDARY MARK, IN 1907 THE TRIANGULATION STATION MONEY
 HU1619'WAS ESTABLISHED AT A DISTANCE OF 30.43 METERS (99.8 FEET),
 HU1619'BEARING S 38 DEG 30 MIN E.
 HU1619
 HU1619                          STATION RECOVERY (1942)
 HU1619
 HU1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1619'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 HU1619'THE U.S. COAST AND GEODETIC SURVEY PUBLICATION TRIANGULATION
 HU1619'IN MARYLAND SPECIAL PUBLICATION NO. 114--
 HU1619'
 HU1619'(1) EXCAVATION IS NO LONGER EVIDENT AND STATION IS NOT IN
 HU1619'DANGER OF BEING DESTROYED.
 HU1619'
 HU1619'(2) STATION IS 36 INCHES, NOT 18 INCHES ABOVE THE GROUND.
 HU1619'
 HU1619'(3) THE TOP IS BROKEN AND HAS BEEN REPAIRED WITH MORTAR
 HU1619'AND IS NOT RESTING LOOSE ON THE UNDISTURBED PORTION OF THE
 HU1619'STONE.
 HU1619'
 HU1619'STATION IS LOCATED IN GREENBACKVILLE, ACCOMAC COUNTY, ON
 HU1619'PROPERTY OWNED BY MR. J.W. DAVIS, UNDER A SMALL WILD CHERRY
 HU1619'TREE, 215 FEET E OF THE EASTERNMOST OF 3 TALL PINE TREES,
 HU1619'161.5 FEET NE OF THE N CORNER OF A HOUSE, 91.8 FEET SW OF
 HU1619'THE INTERSECTION OF A ROAD AND DITCH, 33.5 METERS FROM A
 HU1619'NAIL IN A BLAZED 6-INCH TREE, 37.5 METERS FROM REFERENCE
 HU1619'MARK NO. 1 FOR TRIANGULATION STATION DAVIS 1932.
 HU1619'
 HU1619'THE STATION IS A DRESSED 6-INCH SQUARE GRANITE MONUMENT,
 HU1619'WHOSE TOP HAS BEEN BROKEN BUT RESET WITH MORTAR.  THE TOP
 HU1619'IS GROOVED WITH THE LETTERS M AND V PARTLY OBSCURED BY A
 HU1619'STANDARD COAST AND GEODETIC SURVEY REFERENCE DISK WHICH
 HU1619'WAS PLACED OVER THE TOP.  THE DISK WAS STAMPED DAVIS NO. 3
 HU1619'1932.  THE MONUMENT EXTENDS 3 FEET ABOVE THE GROUND AND IS
 HU1619'IN GOOD CONDITION.
 HU1619
 HU1619                          STATION RECOVERY (1962)
 HU1619
 HU1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1619'THIS STATION WAS DESCRIBED BY C.C.Y. IN 1907 AS TRIANGULATION
 HU1619'STATION MARYLAND - VIRGINIA (RAILROAD).  IT IS NOW USED AS
 HU1619'REFERENCE MARK NO. 3 FOR STATION DAVIS, 1932.  IT APPEARS
 HU1619'TO BE LEANING TO THE WEST.  THE DISTANCE FROM STATION DAVIS
 HU1619'WAS FOUND TO BE 118.25 FT.
 HU1619
 HU1619                          STATION RECOVERY (1970)
 HU1619
 HU1619'RECOVERY NOTE BY MARYLAND SHELL FISHERIES COMMISSION 1970 (GEH)
 HU1619'M/V COVERED BY DISC-GOOD
 HU1619'
 HU1619'DAVIS 1932 R.M. 3
 HU1619'
 HU1619'GRANITE MONUMENT 6X6 SQUARE TOP ABOUT 3 FT ABOVE GROUND
 HU1619'IN FENCE LINE ABOUT 0.5 FT SLY OF LARGE WILD CHERRY TREE.
 HU1619'MON. LEANS TOWARD NW.  THE E-W CUT LINE AND LETTERS M AND V
 HU1619'DESIGNATING MD AND VA HAVE BEEN COVERED BY DISC FOR DAVIS
 HU1619'1932 R.M. 3.  TO REACH--GO TO CANNING FACTORY ON MD SIDE
 HU1619'GREENBACKVILLE AT INTER OF CANNING FACT.  CINDER ROAD AND
 HU1619'SHARP BEND IN PAVED STREET AT CULTIVATED FIELD FOLLOW FENCH
 HU1619'EASTERLY ABOUT 200 FT TO LARGE WILD CHERRY TREE.  MON ABOUT
 HU1619'0.5 FT S OF TREE.
 HU1619
 HU1619                          STATION RECOVERY (1984)
 HU1619
 HU1619'RECOVERY NOTE BY MD DEPT OF NAT RES 1984 (LW)
 HU1619'DAVIS NO 3 1932 RECOVERED GOOD, FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3602 ***********************************************************************
 HW3602  DESIGNATION -  DAVPORT
 HW3602  PID         -  HW3602
 HW3602  STATE/COUNTY-  VA/ROCKINGHAM
 HW3602  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW3602
 HW3602                         *CURRENT SURVEY CONTROL
 HW3602  ___________________________________________________________________
 HW3602* NAD 83(1993)-  38 21 49.76659(N)    078 57 27.97796(W)     ADJUSTED  
 HW3602* NAVD 88     -       355.3    (meters)    1166.     (feet)  VERTCON   
 HW3602  ___________________________________________________________________
 HW3602  X           -     959,140.469 (meters)                     COMP
 HW3602  Y           -  -4,915,007.011 (meters)                     COMP
 HW3602  Z           -   3,937,388.591 (meters)                     COMP
 HW3602  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HW3602  ELLIP HEIGHT-         322.89  (meters)          (09/08/95) GPS OBS
 HW3602  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HW3602
 HW3602  HORZ ORDER  -  THIRD
 HW3602  ELLP ORDER  -  FOURTH    CLASS II
 HW3602
 HW3602.This mark is at Bridgewater Airport (VBW)
 HW3602
 HW3602.The horizontal coordinates were established by GPS observations
 HW3602.and adjusted by the National Geodetic Survey in November 1994..
 HW3602
 HW3602.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3602
 HW3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3602
 HW3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3602
 HW3602.The ellipsoidal height was determined by GPS observations
 HW3602.and is referenced to NAD 83.
 HW3602
 HW3602.The geoid height was determined by GEOID03.
 HW3602
 HW3602;                    North         East     Units Scale Factor Converg.
 HW3602;SPC VA N     - 2,077,482.684 3,459,994.083   MT  0.99995813   -0 17 08.5
 HW3602;SPC VA N     - 6,815,874.44 11,351,663.92   sFT  0.99995813   -0 17 08.5
 HW3602;UTM  17      - 4,248,157.325   678,421.504   MT  0.99999206   +1 16 04.3
 HW3602
 HW3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3602!SPC VA N     -   0.99994934  x   0.99995813  =   0.99990747
 HW3602!UTM  17      -   0.99994934  x   0.99999206  =   0.99994140
 HW3602
 HW3602:                Primary Azimuth Mark                     Grid Az
 HW3602:SPC VA N     -  DAVPORT AZ MK                            322 31 37.0
 HW3602:UTM  17      -  DAVPORT AZ MK                            320 58 24.2
 HW3602
 HW3602|---------------------------------------------------------------------|
 HW3602| PID    Reference Object                     Distance      Geod. Az  |
 HW3602|                                                           dddmmss.s |
 HW3602| HW3603 DAVPORT AZ MK                       APPROX. 0.8 KM 3221428.5 |
 HW3602|---------------------------------------------------------------------|
 HW3602
 HW3602                          SUPERSEDED SURVEY CONTROL
 HW3602
 HW3602  ELLIP H (11/14/94)  322.99   (m)                       GP(       ) 4 2
 HW3602  ELLIP H (01/27/92)  323.32   (m)                       GP(       ) 4 1
 HW3602  NAD 83(1986)-  38 21 49.76658(N)    078 57 27.97684(W) AD(       ) 3
 HW3602  NAD 27      -  38 21 49.30645(N)    078 57 28.87140(W) AD(       ) 3
 HW3602  NGVD 29 (11/20/87)  355.4    (m)         1166.     (f) GPS OBS        
 HW3602
 HW3602.Superseded values are not recommended for survey control.
 HW3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3602.See file dsdata.txt to determine how the superseded data were derived.
 HW3602
 HW3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7842248157(NAD 83)
 HW3602_MARKER: DS = TRIANGULATION STATION DISK
 HW3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3602_STAMPING: DAVPORT 1986
 HW3602_MARK LOGO: NGS   
 HW3602_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3602+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 HW3602
 HW3602  HISTORY     - Date     Condition        Report By
 HW3602  HISTORY     - 1986     MONUMENTED       NGS
 HW3602  HISTORY     - 1987     GOOD             NGS
 HW3602  HISTORY     - 19880526 GOOD
 HW3602
 HW3602                          STATION DESCRIPTION
 HW3602
 HW3602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 HW3602'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST SOUTHEAST OF
 HW3602'BRIDGEWATER, ON THE BRIDGEWATER AIRPORT.  NEAR THE EAST APEX OF A
 HW3602'GRASSY TRIANGLE FORMED BY TWO TAXIWAYS AND THE RUNWAY 33.  OWNERSHIP-
 HW3602'K AND K AIRCRAFT INC., PO BOX 7, BRIDGEWATER, VA 22812.  CONTACT MR
 HW3602'KARL STOLTZFUS, TEL 703/828-6070 OR 703/434-1921.  TO REACH THE
 HW3602'STATION FROM THE INTERSECTION OF STATE ROUTES 257 AND 42 IN
 HW3602'BRIDGEWATER, GO SOUTHERLY ON STATE 42 FOR 0.88 KM (0.55 MI) TO A
 HW3602'SIDEROAD LEFT, STATE 727, TURN LEFT, GO EAST FOR 2.8 KM (1.75 MI) TO
 HW3602'THE AIRPORT ENTRANCE, TURN LEFT, GO NORTH FOR 0.16 KM (0.10 MI) TO THE
 HW3602'AIRPORT OFFICE.  TURN RIGHT THROUGH A GATE OPENING IN A FENCE, GO
 HW3602'EASTERLY FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT, IN A GRASSY
 HW3602'TRIANGLE FORMED BY THE RUNWAY AND TWO TAXIWAYS.  THE STATION IS A
 HW3602'STANDARD NGS DISK STAMPED--DAVPORT 1986--, SET INTO THE TOP OF A ROUND
 HW3602'CONCRETE MONUMENT 32 CM IN DIAMETER FLUSH WITH GROUND LOCATED 17.2 M
 HW3602'(56.4 FT) SW FROM THE CENTER OF RUNWAY 33, 11.3 M (37.1 FT) N FROM THE
 HW3602'CENTER OF A TAXIWAY, 9.7 M (31.8 FT) W FROM A CONE TYPE RUNWAY LIGHT
 HW3602'AT THE EAST APEX OF GRASS TRIANGLE, 51.3 M (168.3 FT) SE FROM THE
 HW3602'CENTER OF ANOTHER TAXIWAY, AND 0.28 M (0.92 FT) NE FROM A FG WITNESS
 HW3602'POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--DAVPORT
 HW3602'1986--, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 M (3.9 FT) BELOW
 HW3602'THE SURFACE.
 HW3602
 HW3602                          STATION RECOVERY (1987)
 HW3602
 HW3602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 HW3602'THE STATION WAS RECOVERED AT THIS DATE AS DESCRIBED IN PART ONE OF
 HW3602'THE GPS SURVEY- FAA AIRPORTS, VIRGINIA, EASTERN N. C., DELAWARE,
 HW3602'WEST VIRGINIA, 1987.
 HW3602
 HW3602                          STATION RECOVERY (1988)
 HW3602
 HW3602'RECOVERED 1988
 HW3602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3603 ***********************************************************************
 HW3603  DESIGNATION -  DAVPORT AZ MK
 HW3603  PID         -  HW3603
 HW3603  STATE/COUNTY-  VA/ROCKINGHAM
 HW3603  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW3603
 HW3603                         *CURRENT SURVEY CONTROL
 HW3603  ___________________________________________________________________
 HW3603* NAD 83(1993)-  38 22 10.21306(N)    078 57 48.09388(W)     ADJUSTED  
 HW3603* NAVD 88     -       352.1    (meters)    1155.     (feet)  VERTCON   
 HW3603  ___________________________________________________________________
 HW3603  X           -     958,585.773 (meters)                     COMP
 HW3603  Y           -  -4,914,714.174 (meters)                     COMP
 HW3603  Z           -   3,937,881.107 (meters)                     COMP
 HW3603  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 HW3603  ELLIP HEIGHT-         319.96  (meters)          (11/14/94) GPS OBS
 HW3603  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HW3603
 HW3603  HORZ ORDER  -  THIRD
 HW3603  ELLP ORDER  -  FOURTH    CLASS II
 HW3603
 HW3603.This mark is at Bridgewater Airport (VBW)
 HW3603
 HW3603.The horizontal coordinates were established by GPS observations
 HW3603.and adjusted by the National Geodetic Survey in November 1994..
 HW3603
 HW3603.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3603
 HW3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HW3603
 HW3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3603
 HW3603.The ellipsoidal height was determined by GPS observations
 HW3603.and is referenced to NAD 83.
 HW3603
 HW3603.The geoid height was determined by GEOID03.
 HW3603
 HW3603;                    North         East     Units Scale Factor Converg.
 HW3603;SPC VA N     - 2,078,115.551 3,459,508.940   MT  0.99995770   -0 17 21.1
 HW3603;SPC VA N     - 6,817,950.77 11,350,072.25   sFT  0.99995770   -0 17 21.1
 HW3603;UTM  17      - 4,248,776.827   677,919.364   MT  0.99998986   +1 15 52.3
 HW3603
 HW3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3603!SPC VA N     -   0.99994980  x   0.99995770  =   0.99990750
 HW3603!UTM  17      -   0.99994980  x   0.99998986  =   0.99993966
 HW3603
 HW3603:                Primary Azimuth Mark                     Grid Az
 HW3603:SPC VA N     -  DAVPORT                                  142 31 37.2
 HW3603:UTM  17      -  DAVPORT                                  140 58 23.8
 HW3603
 HW3603|---------------------------------------------------------------------|
 HW3603| PID    Reference Object                     Distance      Geod. Az  |
 HW3603|                                                           dddmmss.s |
 HW3603| HW3602 DAVPORT                             APPROX. 0.8 KM 1421416.1 |
 HW3603|---------------------------------------------------------------------|
 HW3603
 HW3603                          SUPERSEDED SURVEY CONTROL
 HW3603
 HW3603  ELLIP H (01/27/92)  320.15   (m)                       GP(       ) 4 1
 HW3603  NAD 83(1986)-  38 22 10.21686(N)    078 57 48.09772(W) AD(       ) 3
 HW3603  NAD 27      -  38 22 09.76241(N)    078 57 49.00544(W) AD(       ) 3
 HW3603  NGVD 29 (11/20/87)  352.2    (m)         1156.     (f) GPS OBS        
 HW3603
 HW3603.Superseded values are not recommended for survey control.
 HW3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3603.See file dsdata.txt to determine how the superseded data were derived.
 HW3603
 HW3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7791948777(NAD 83)
 HW3603_MARKER: DZ = AZIMUTH MARK DISK
 HW3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3603_STAMPING: DAVPORT 1986
 HW3603_MARK LOGO: NGS   
 HW3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW3603+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1987
 HW3603
 HW3603  HISTORY     - Date     Condition        Report By
 HW3603  HISTORY     - 1986     MONUMENTED       NGS
 HW3603  HISTORY     - UNK      SEE DESCRIPTION
 HW3603  HISTORY     - 19870729 GOOD
 HW3603
 HW3603                          STATION DESCRIPTION
 HW3603
 HW3603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 HW3603'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST SOUTHEAST OF
 HW3603'BRIDGEWATER ON THE BRIDGEWATER AIRPORT, NEAR THE END OF RUNWAY 15.
 HW3603'OWNERSHIP- K AND K AIRCRAFT INC., P.O.  BOX 7, BRIDGEWATER, VA 22812.
 HW3603'CONTACT MR KARL STOLTEFUS, TEL 703/828-6070 OR 703/434-1921. TO REACH
 HW3603'THE STATION FROM THE INTERSECTION OF STATE ROUTES 257 AND 42 IN
 HW3603'BRIDGEWATER, GO SOUTHERLY ON STATE 42 FOR 0.88 KM (0.55 MI) TO STATE
 HW3603'ROAD 727, TURN LEFT, EASTERLY ON STATE 727 FOR 2.8 KM (1.75 MI) TO THE
 HW3603'AIRPORT ENTRANCE.  TURN LEFT, NORTHERLY ON A PAVED ROAD FOR 0.16 KM
 HW3603'(0.10 MI) TO THE AIRPORT OFFICE AND A GATE.  TURN RIGHT, PASS THROUGH
 HW3603'A GATE OPENING IN A FENCE, GO EASTERLY ACROSS PARKING PAD FOR 0.16 KM
 HW3603'(0.10 MI) TO THE RUNWAY.  TURN LEFT AND FOLLOW THE RUNWAY NORTHWEST
 HW3603'FOR 0.88 KM (0.55 MI) TO THE END OF THE RUNWAY AND THE MARK ON THE
 HW3603'LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED--DAVPORT 1986--, SET
 HW3603'INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER RECESSED
 HW3603'12 CM BELOW THE GROUND 0.55 MI (0.89 KM) NW TRIANGULATION LOCATED 13.0
 HW3603'M (42.7 FT) SE FROM THE NORTHWEST CORNER OF RUNWAY 15, 24.3 M (79.7
 HW3603'FT) SW FROM THE CENTER OF RUNWAY 15, 0.25 M (0.82 FT) NW FROM A FG
 HW3603'WITNESS POST, 2.7 M (8.9 FT) SW FROM THE SW EDGE OF AIRPLANE TURN
 HW3603'AROUND, AND 30.0 M (98.4 FT) SE FROM THE SOUTHEAST BANK OF RIVER.  THE
 HW3603'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--DAVPORT 1986--SET
 HW3603'INTO AN IRREGULAR MASS OF CONCRETE 1.3 M (4.3 FT) BELOW THE SURFACE.
 HW3603
 HW3603                          STATION RECOVERY (UNK )
 HW3603
 HW3603'RECOVERED UNK
 HW3603'RECOVERED AS DESCRIBED.
 HW3603
 HW3603                          STATION RECOVERY (1987)
 HW3603
 HW3603'RECOVERED 1987
 HW3603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5308 ***********************************************************************
 GV5308  DESIGNATION -  DAWN
 GV5308  PID         -  GV5308
 GV5308  STATE/COUNTY-  VA/CAROLINE
 GV5308  USGS QUAD   -  HANOVER (1985)
 GV5308
 GV5308                         *CURRENT SURVEY CONTROL
 GV5308  ___________________________________________________________________
 GV5308* NAD 83(1993)-  37 49 26.30868(N)    077 22 16.77018(W)     ADJUSTED  
 GV5308* NAVD 88     -        62.02   (+/-2cm)     203.5    (feet)  VERTCON   
 GV5308  ___________________________________________________________________
 GV5308  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GV5308  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV5308
 GV5308  HORZ ORDER  -  SECOND
 GV5308  VERT ORDER  -  THIRD ? (See Below)
 GV5308
 GV5308.The horizontal coordinates were established by classical geodetic methods
 GV5308.and adjusted by the National Geodetic Survey in November 1994..
 GV5308
 GV5308.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5308.The vertical order pertains to the NGVD 29 superseded value.
 GV5308
 GV5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5308
 GV5308.The geoid height was determined by GEOID03.
 GV5308
 GV5308;                    North         East     Units Scale Factor Converg.
 GV5308;SPC VA N     - 2,018,071.862 3,599,372.610   MT  1.00004354   +0 42 15.9
 GV5308;SPC VA N     - 6,620,957.43 11,808,941.64   sFT  1.00004354   +0 42 15.9
 GV5308;SPC VA S     - 1,166,021.778 3,599,366.142   MT  0.99997707   +0 41 06.1
 GV5308;SPC VA S     - 3,825,523.12 11,808,920.42   sFT  0.99997707   +0 41 06.1
 GV5308;UTM  18      - 4,188,934.323   291,292.423   MT  1.00013653   -1 27 17.0
 GV5308
 GV5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5308!SPC VA N     -   0.99999542  x   1.00004354  =   1.00003896
 GV5308!SPC VA S     -   0.99999542  x   0.99997707  =   0.99997249
 GV5308!UTM  18      -   0.99999542  x   1.00013653  =   1.00013194
 GV5308
 GV5308:                Primary Azimuth Mark                     Grid Az
 GV5308:SPC VA N     -  DAWN AZ MK                               004 39 40.9
 GV5308:SPC VA S     -  DAWN AZ MK                               004 40 50.7
 GV5308:UTM  18      -  DAWN AZ MK                               006 49 13.8
 GV5308
 GV5308|---------------------------------------------------------------------|
 GV5308| PID    Reference Object                     Distance      Geod. Az  |
 GV5308|                                                           dddmmss.s |
 GV5308| AJ3201 DAWN AZ MK                                         0052156.8 |
 GV5308| AJ3200 DAWN RM 3                            21.930 METERS 08129     |
 GV5308| AJ3199 DAWN RM 2                            30.030 METERS 26710     |
 GV5308| AJ3198 DAWN RM 1                            39.603 METERS 35720     |
 GV5308| GV5309 RICHMOND WASHINGTON AWY BN 48B      APPROX. 2.9 KM 3592635.5 |
 GV5308|---------------------------------------------------------------------|
 GV5308
 GV5308                          SUPERSEDED SURVEY CONTROL
 GV5308
 GV5308  NAD 83(1986)-  37 49 26.31260(N)    077 22 16.78573(W) AD(       ) 2
 GV5308  NAD 27      -  37 49 25.80500(N)    077 22 17.85600(W) AD(       ) 2
 GV5308  NGVD 29 (07/19/86)   62.31   (m)          204.4    (f) LEVELING    3  
 GV5308
 GV5308.Superseded values are not recommended for survey control.
 GV5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5308.See file dsdata.txt to determine how the superseded data were derived.
 GV5308
 GV5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9129288934(NAD 83)
 GV5308_MARKER: DS = TRIANGULATION STATION DISK
 GV5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5308_STAMPING: DAWN 1941
 GV5308_MARK LOGO: CGS   
 GV5308_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5308+STABILITY: SURFACE MOTION
 GV5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5308+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 GV5308
 GV5308  HISTORY     - Date     Condition        Report By
 GV5308  HISTORY     - 1941     MONUMENTED       CGS
 GV5308  HISTORY     - 1954     GOOD             AMS
 GV5308  HISTORY     - 1969     GOOD             CGS
 GV5308  HISTORY     - 19811103 GOOD             NGS
 GV5308  HISTORY     - 19970223 GOOD             USPSQD
 GV5308  HISTORY     - 20001201 MARK NOT FOUND   GEOMET
 GV5308  HISTORY     - 20010107 MARK NOT FOUND   GEOMET
 GV5308  HISTORY     - 20020323 GOOD             USPSQD
 GV5308
 GV5308                          STATION DESCRIPTION
 GV5308
 GV5308'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5308'STATION IS ABOUT 4 MILES N OF HANOVER, AT THE JUNCTION OF
 GV5308'STATE HIGHWAY 2 AND COUNTY HIGHWAY 30, ON PROPERTY OWNED
 GV5308'BY ELLIS MARSHALL AND OCCUPIED BY E.J. THRIFT.  IT IS 35
 GV5308'FEET NE OF THE NW CORNER OF AN ESSO SERVICE STATION, 76
 GV5308'FEET E OF CENTER OF STATE HIGHWAY 2, AND 50.5 FEET W OF
 GV5308'THE CENTER OF COUNTY HIGHWAY 30.  IT IS STAMPED DAWN 1941
 GV5308'AND IS FLUSH WITH THE GROUND.
 GV5308'
 GV5308'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5308'BRONZE DISKS SET IN CONCRETE.
 GV5308'
 GV5308'REFERENCE MARK NO. 1 IS N OF THE STATION, 48 FEET E OF THE
 GV5308'CENTER OF STATE HIGHWAY 2, 24 FEET W OF THE CENTER OF COUNTY
 GV5308'HIGHWAY 30, AND 12.5 FEET S OF A POWER LINE POLE WITH A
 GV5308'TRIANGULAR BLAZE.  IT IS STAMPED ANNA 1941 NO. 1 AND PROJECTS
 GV5308'4 INCHES.
 GV5308'
 GV5308'REFERENCE MARK NO. 2 IS W OF THE STATION, 34 FEET W OF THE
 GV5308'CENTER OF STATE HIGHWAY 2.  IT IS STAMPED ANNA 1941 NO. 2
 GV5308'AND PROJECTS 6 INCHES.
 GV5308'
 GV5308'AZIMUTH MARK IS ON HIGHWAY RIGHT-OF-WAY, 30 FEET W OF THE
 GV5308'CENTER OF STATE HIGHWAY 2.  IT IS STAMPED ANNA 1941 AND
 GV5308'PROJECTS 6 INCHES.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 GV5308'GO N ON STATE HIGHWAY 2 FOR 0.3 MILE TO THE MARK ON THE
 GV5308'LEFT AS DESCRIBED.
 GV5308'
 GV5308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GV5308'2 AND 54 IN HANOVER, GO N ON HIGHWAY 2 FOR 4.0 MILES TO AN
 GV5308'ESSO SERVICE STATION ON THE RIGHT AND STATION AS DESCRIBED.
 GV5308'
 GV5308'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION ANNA.
 GV5308'
 GV5308'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION CARMEL.
 GV5308'
 GV5308'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION REEDY.
 GV5308'
 GV5308'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION WALTER.
 GV5308'
 GV5308'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION EPWORTH.
 GV5308'
 GV5308'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV5308
 GV5308                          STATION RECOVERY (1954)
 GV5308
 GV5308'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 GV5308'STATION, STAMPED DAWN 1941 AND SET IN CONCRETE, RECOVERED
 GV5308'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 GV5308'RECOVERED AS DESCRIBED.
 GV5308'
 GV5308'UNABLE TO LOCATE THE AZIMUTH MARK AND BELIEVE THIS MARK TO
 GV5308'BE DESTROYED THROUGH HIGHWAY IMPROVEMENT.  A BLOCK OF
 GV5308'IRREGULAR-SHAPED CONCRETE FOUND NEAR THE POINT WHERE THE
 GV5308'AZIMUTH MARK WAS DESCRIBED.  HOWEVER, THE ACTUAL IDENTIFYING
 GV5308'DISK WAS NOT LOCATED.
 GV5308
 GV5308                          STATION RECOVERY (1969)
 GV5308
 GV5308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GV5308'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 GV5308'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 GV5308'AND THE AZIMUTH MARK WERE APPARENTLY DESTROYED BY HIGHWAY
 GV5308'CONSTRUCTION.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 GV5308'TIME.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS CHECKED AND
 GV5308'FOUND TO BE CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GV5308'
 GV5308'STATION IS ABOUT 4 MILES NORTH OF HANOVER AND AT THE SMALL
 GV5308'SETTLEMENT OF DAWN IN A Y FORK AT THE INTERSECTION OF U.S.
 GV5308'HIGHWAY 301 AND SECONDARY ROAD 651.  STATION IS 75 FEET
 GV5308'EAST OF THE CENTERLINE OF U.S. HIGHWAY 301, 52 FEET SOUTHWEST
 GV5308'OF THE APPROXIMATE CENTERLINE OF SECONDARY ROAD 651, 12.5
 GV5308'FEET SOUTHEAST OF LARGEST OF SEVERAL PINE TREES, 5 FEET
 GV5308'EAST OF THE CENTER OF A SMALL PLYWOOD BUILDING AND 1.5 FEET
 GV5308'NORTHWEST OF A STEEL WITNESS POST.  THE MARK IS A STANDARD
 GV5308'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 3 INCHES BELOW
 GV5308'THE SURFACE AND THE DISK IS STAMPED DAWN 1941.
 GV5308'
 GV5308'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 GV5308'STATE HIGHWAY 54 IN HANOVER GO NORTH ON U.S. HIGHWAY 301
 GV5308'FOR 4.0 MILES TO REVERSE FORK AND STATION ON RIGHT AS DESCRIBED.
 GV5308'
 GV5308'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE CENTERLINE OF
 GV5308'U.S. HIGHWAY 301, 23 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 GV5308'OF SECONDARY ROAD 651 AND 11 FEET SOUTH OF UTILITY POLE
 GV5308'NUMBER 2 48.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 GV5308'CONCRETE MONUMENT, PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GV5308'STAMPED DAWN NO 1 1941.  NOTE 11A.
 GV5308'
 GV5308'REFERENCE MARK NO. 3 IS 20 FEET NORTHEAST OF THE APPROXIMATE
 GV5308'CENTERLINE OF SECONDARY STATE ROAD 651, 7 FEET NORTHWEST
 GV5308'OF 18 INCH PINE TREE AND 4.5 FEET SOUTHEAST OF 12 INCH OAK
 GV5308'TREE.  THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE
 GV5308'MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS 3 INCHES
 GV5308'AND THE DISK IS STAMPED DAWN 1941 NO 3 1969.
 GV5308'
 GV5308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GV5308'NORTH OF HANOVER
 GV5308
 GV5308                          STATION RECOVERY (1981)
 GV5308
 GV5308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 GV5308'STATION MARK, REFERENCE MARKS ONE AND THREE WERE RECOVERED IN GOOD
 GV5308'CONDITION.  THE DISTANCES AND DIRECTION TO THE REFERENCE MARKS CHECKED
 GV5308'WITH THE 1969 RECOVERY.  A COMPLETE NEW DESCRIPTION FOLLOWS. STATION
 GV5308'IS ABOUT 20 MI (32.2 KM) NORTH OF RICHMOND, 6.4 KM (3.95 MI) NORTH OF
 GV5308'HANOVER IN THE SETTLEMENT OF DAWN IN A TRIANGLE FORMED BY INTERSECTION
 GV5308'WITH SECONDARY ROAD 651.  TO REACH THE STATION FROM THE JUNCTION OF US
 GV5308'HIGHWAY 301 AND STATE HIGHWAYS 2 AND 54 IN HANOVER, GO NORTH ON US 301
 GV5308'AND STATE 2 FOR 4.1 MI (6.6 KM) TO THE REVERSE FORK JUNCTION WITH
 GV5308'SECONDARY ROAD 651 AND THE STATION ON THE RIGHT.
 GV5308' 
 GV5308'STATION MARK IS A STANDARD DISK STAMPED--DAWN 1941--, SET IN THE TOP
 GV5308'OF A SQUARE CONCRETE POST THAT IS 34 CM IN DIAMETER AND RECESSED 5 CM
 GV5308'BELOW GROUND SURFACE.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THEY
 GV5308'ARE 50 CM OR 1.6 FT (0.5 M) NORTH OF A METAL WITNESS POST, 9.81 M
 GV5308'(32.18 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE WELL HOUSING, 15.54 M
 GV5308'(50.98 FT) SOUTHWEST OF THE CENTERLINE OF SR651, 17.3 M (56.8 FT)
 GV5308'SOUTH SOUTHEAST OF THE CENTER OF A 30-INCH OAK TREE, 22.86 M (75.00
 GV5308'FT) EAST SOUTHEAST OF THE CENTERLINE OF US 301 AND STATE 2 AND 43.43 M
 GV5308'(142.49 FT) SOUTH OF POWERLINE POLE 2-48.
 GV5308' 
 GV5308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--DAWN NO 1 1941--, SET IN
 GV5308'THE TOP OF A SQUARE CONCRETE POST THAT IS 32 CM IN DIAMETER AND
 GV5308'PROJECTS 4 CM ABOVE THE GROUND.  IT IS 3.4 M (11.2 FT) SOUTH OF
 GV5308'POWERLINE POLE 2-48, 7 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF SR
 GV5308'651 AND 14.63 M (48.00 FT) EAST SOUTHEAST OF THE CENTERLINE OF US 301
 GV5308'AND STATE 2.
 GV5308' 
 GV5308'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--DAWN 1941 NO 3 1969--,
 GV5308'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 28 CM IN DIAMETER AND
 GV5308'FLUSH WITH THE GROUND. IT IS 1.52 M (4.99 FT) SOUTHEAST OF A 14-INCH
 GV5308'OAK TREE, 2.13 M (6.99 FT) NORTHWEST OF A 24-INCH PINE TREE, 6.1 M
 GV5308'(20.0 FT) NORTHEAST OF THE CENTERLINE SR 651 AND 46.79 M (153.51 FT)
 GV5308'SOUTHEAST OF POWERLINE POLE 2-48.  NO SUITABLE LOCATION WAS FOUND FOR
 GV5308'AN AZIMUTH MARK.  DESCRIBED BY H D MCKINNEY.
 GV5308
 GV5308                          STATION RECOVERY (1997)
 GV5308
 GV5308'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5308'RECOVERED IN GOOD CONDITION.
 GV5308
 GV5308                          STATION RECOVERY (2000)
 GV5308
 GV5308'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (TLL)
 GV5308'AREA HAS BEEN PLOWED, PLYWOOD STRUCTURE IS GONE, POSSIBLY DESTROYED.
 GV5308
 GV5308                          STATION RECOVERY (2001)
 GV5308
 GV5308'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (TL)
 GV5308'AREA IS PLOWED, PLYWOOD STRUCTURE IS GONE.  POSSIBLY DESTROYED
 GV5308
 GV5308                          STATION RECOVERY (2002)
 GV5308
 GV5308'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV5308'STATION FOUND IN GOOD CONDITION 2FT NORTH OF NEW WITNESS POST.
 GV5308'CONCRETE MONUMENT OF RM1 WAS FOUND AND DISK WAS MISSING. RM2 AND 3 NOT
 GV5308'FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9024 ***********************************************************************
 HV9024  DESIGNATION -  DAWSON
 HV9024  PID         -  HV9024
 HV9024  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9024  USGS QUAD   -  FORT BELVOIR (1983)
 HV9024
 HV9024                         *CURRENT SURVEY CONTROL
 HV9024  ___________________________________________________________________
 HV9024* NAD 83(1993)-  38 39 00.10800(N)    077 14 39.68659(W)     ADJUSTED  
 HV9024* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 HV9024  ___________________________________________________________________
 HV9024  X           -   1,101,243.531 (meters)                     COMP
 HV9024  Y           -  -4,864,570.471 (meters)                     COMP
 HV9024  Z           -   3,962,032.467 (meters)                     COMP
 HV9024  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 HV9024  ELLIP HEIGHT-         -27.60  (meters)          (06/04/02) GPS OBS
 HV9024  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV9024
 HV9024  HORZ ORDER  -  SECOND
 HV9024  ELLP ORDER  -  FOURTH    CLASS II
 HV9024
 HV9024.The horizontal coordinates were established by GPS observations
 HV9024.and adjusted by the National Geodetic Survey in November 1994..
 HV9024
 HV9024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9024
 HV9024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9024
 HV9024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9024
 HV9024.The ellipsoidal height was determined by GPS observations
 HV9024.and is referenced to NAD 83.
 HV9024
 HV9024.The geoid height was determined by GEOID03.
 HV9024
 HV9024;                    North         East     Units Scale Factor Converg.
 HV9024;SPC VA N     - 2,109,899.464 3,609,296.565   MT  0.99994855   +0 47 01.2
 HV9024;SPC VA N     - 6,922,228.49 11,841,500.48   sFT  0.99994855   +0 47 01.2
 HV9024;SPC MD       -   109,185.629   378,729.246   MT  0.99995757   -0 09 12.1
 HV9024;SPC MD       -   358,219.85  1,242,547.53   sFT  0.99995757   -0 09 12.1
 HV9024;UTM  18      - 4,280,330.985   304,692.333   MT  1.00006976   -1 24 07.9
 HV9024
 HV9024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9024!SPC VA N     -   1.00000433  x   0.99994855  =   0.99995288
 HV9024!SPC MD       -   1.00000433  x   0.99995757  =   0.99996190
 HV9024!UTM  18      -   1.00000433  x   1.00006976  =   1.00007409
 HV9024
 HV9024                          SUPERSEDED SURVEY CONTROL
 HV9024
 HV9024  ELLIP H (11/14/94)  -27.58   (m)                       GP(       ) 4 2
 HV9024  NAD 83(1993)-  38 39 00.10698(N)    077 14 39.69601(W) AD(       ) 2
 HV9024  ELLIP H (01/27/92)  -28.15   (m)                       GP(       ) 4 1
 HV9024  NAD 83(1986)-  38 39 00.10754(N)    077 14 39.69730(W) AD(       ) 2
 HV9024  NGVD 29 (01/20/89)    4.8    (m)           16.     (f) GPS OBS        
 HV9024
 HV9024.Superseded values are not recommended for survey control.
 HV9024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9024.See file dsdata.txt to determine how the superseded data were derived.
 HV9024
 HV9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0469280331(NAD 83)
 HV9024_MARKER: A = ALUMINUM MARKER
 HV9024_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9024_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9024+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1987
 HV9024
 HV9024  HISTORY     - Date     Condition        Report By
 HV9024  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9024  HISTORY     - 19870221 GOOD             GEOHYD
 HV9024
 HV9024                          STATION DESCRIPTION
 HV9024
 HV9024'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9024'THE STATION IS LOCATED IN SOUTHEASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9024'ON THE EASTERN EDGE OF WOODBRIDGE, VIRGINIA.
 HV9024'
 HV9024'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 1, JEFFERSON
 HV9024'DAVIS HIGHWAY, AND STATE ROUTE 123, GORDON BOULEVARD, GO SOUTH ON
 HV9024'ROUTE 1 FOR 0.3 MILES TO DAWSON BEACH ROAD ON THE LEFT. GO LEFT,
 HV9024'SOUTH, ON DAWSON BEACH ROAD FOR 0.5 MILES TO THE STATION ON THE RIGHT,
 HV9024'AT THE SOUTHWEST CORNER OF THE INTERSECTION WITH HIGHAMS COURT.
 HV9024'
 HV9024'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9024'GROUND AND IS STAMPED---68 DAWSON 1986---. THE STATION IS 18.2 FEET
 HV9024'WEST OF THE CENTER OF DAWSON BEACH ROAD, 3 FEET WEST OF A CURB ALONG
 HV9024'DAWSON BEACH ROAD, 36.6 FEET SOUTHEAST OF THE CENTER OF HIGHAMS COURT,
 HV9024'62.3 FEET SOUTHEAST OF THE CENTERLINE OF THE INTERSECTION, 113.6 FEET
 HV9024'SOUTHEAST OF THE SOUTHEAST CORNER OF A WAREHOUSE, AND 90.14 FEET
 HV9024'SOUTHEAST OF A FIRE HYDRANT.
 HV9024'
 HV9024'THE AZIMUTH MARK IS THE RED LIGHT ATOP A RADIO TOWER TO THE SOUTHEAST.
 HV9024
 HV9024                          STATION RECOVERY (1987)
 HV9024
 HV9024'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3064 ***********************************************************************
 HV3064  DESIGNATION -  DAY
 HV3064  PID         -  HV3064
 HV3064  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3064  USGS QUAD   -  GUINEA (1966)
 HV3064
 HV3064                         *CURRENT SURVEY CONTROL
 HV3064  ___________________________________________________________________
 HV3064* NAD 83(1993)-  38 13 28.58459(N)    077 29 49.33837(W)     ADJUSTED  
 HV3064* NAVD 88     -        71.714  (meters)     235.28   (feet)  POSTED    
 HV3064  ___________________________________________________________________
 HV3064  X           -   1,086,146.437 (meters)                     COMP
 HV3064  Y           -  -4,898,091.816 (meters)                     COMP
 HV3064  Z           -   3,925,084.050 (meters)                     COMP
 HV3064  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HV3064  ELLIP HEIGHT-          39.25  (meters)          (02/24/03) GPS OBS
 HV3064  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV3064  DYNAMIC HT  -          71.670 (meters)     235.14  (feet)  COMP
 HV3064  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 HV3064
 HV3064  HORZ ORDER  -  FIRST
 HV3064  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3064  ELLP ORDER  -  FOURTH    CLASS I
 HV3064
 HV3064.The horizontal coordinates were established by GPS observations
 HV3064.and adjusted by the GEOMETRICS GPS INCORPORATED in February 2003..
 HV3064
 HV3064.The orthometric height was determined by differential leveling
 HV3064.and adjusted by the National Geodetic Survey in 1992..
 HV3064.No vertical observational check was made to the station.
 HV3064.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3064.was located on a no-check spur therefore a value was not computed.
 HV3064
 HV3064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV3064
 HV3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3064
 HV3064.The ellipsoidal height was determined by GPS observations
 HV3064.and is referenced to NAD 83.
 HV3064
 HV3064.The geoid height was determined by GEOID03.
 HV3064
 HV3064.The dynamic height is computed by dividing the NAVD 88
 HV3064.geopotential number by the normal gravity value computed on the
 HV3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3064.degrees latitude (g = 980.6199 gals.).
 HV3064
 HV3064.The modeled gravity was interpolated from observed gravity values.
 HV3064
 HV3064;                    North         East     Units Scale Factor Converg.
 HV3064;SPC VA N     - 2,062,409.815 3,587,818.996   MT  0.99997175   +0 37 33.5
 HV3064;SPC VA N     - 6,766,422.87 11,771,036.16   sFT  0.99997175   +0 37 33.5
 HV3064;UTM  18      - 4,233,684.237   281,420.668   MT  1.00018844   -1 32 44.3
 HV3064
 HV3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3064!SPC VA N     -   0.99999384  x   0.99997175  =   0.99996559
 HV3064!UTM  18      -   0.99999384  x   1.00018844  =   1.00018228
 HV3064
 HV3064:                Primary Azimuth Mark                     Grid Az
 HV3064:SPC VA N     -  FREDERICKSBURG WASH COLL STK             009 25 32.4
 HV3064:UTM  18      -  FREDERICKSBURG WASH COLL STK             011 35 50.2
 HV3064
 HV3064|---------------------------------------------------------------------|
 HV3064| PID    Reference Object                     Distance      Geod. Az  |
 HV3064|                                                           dddmmss.s |
 HV3064| HV5493 FREDERICKSBURG WASH COLL STK        APPROX. 9.1 KM 0100305.9 |
 HV3064| HV5490 FREDERICKSBURG SOUTH MUN TANK       APPROX. 5.8 KM 0110726.7 |
 HV3064| HV5497 FREDERICKSBURG AMER VISCO STK       APPROX. 7.5 KM 0342220.5 |
 HV3064| HV3065 DAY RM 1                             18.021 METERS 08633     |
 HV3064| HV3400 DAY AZ MK                                          3042853.1 |
 HV3064| HV3063 DAY RM 2                             36.021 METERS 31302     |
 HV3064| HV5488 FREDERICKSBURG ATT RAD MAST         APPROX.12.0 KM 3595510.3 |
 HV3064|---------------------------------------------------------------------|
 HV3064
 HV3064                          SUPERSEDED SURVEY CONTROL
 HV3064
 HV3064  NAD 83(1993)-  38 13 28.58459(N)    077 29 49.33837(W) AD(       ) 2
 HV3064  NAD 83(1993)-  38 13 28.58591(N)    077 29 49.35232(W) AD(       ) 2
 HV3064  NAD 83(1986)-  38 13 28.58574(N)    077 29 49.35223(W) AD(       ) 2
 HV3064  NAD 27      -  38 13 28.11530(N)    077 29 50.40360(W) AD(       ) 2
 HV3064  NAVD 88 (02/24/03)   71.71   (m)          235.3    (f) LEVELING    3  
 HV3064  NGVD 29 (??/??/??)   72.008  (m)          236.25   (f) ADJUSTED    2 0
 HV3064
 HV3064.Superseded values are not recommended for survey control.
 HV3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3064.See file dsdata.txt to determine how the superseded data were derived.
 HV3064
 HV3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8142133684(NAD 83)
 HV3064_MARKER: DS = TRIANGULATION STATION DISK
 HV3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3064_STAMPING: DAY 1959
 HV3064_MARK LOGO: CGS   
 HV3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3064+STABILITY: SURFACE MOTION
 HV3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3064+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 HV3064
 HV3064  HISTORY     - Date     Condition        Report By
 HV3064  HISTORY     - 1959     MONUMENTED       CGS
 HV3064  HISTORY     - 1960     GOOD             CGS
 HV3064  HISTORY     - 1970     GOOD             NGS
 HV3064  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3064  HISTORY     - 19981024 GOOD             USPSQD
 HV3064  HISTORY     - 20000912 GOOD             GEOMET
 HV3064  HISTORY     - 20020625 GOOD             GEOMET
 HV3064
 HV3064                          STATION DESCRIPTION
 HV3064
 HV3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3064'STATION IS LOCATED 0.75 MILE SOUTH OF THE MASSAPONAX RIVER.
 HV3064'2.25 MILES NORTH-NORTHEAST OF MASSAPONAX.  ABOUT 4.0 MILES SOUTH
 HV3064'OF FREDERICKSBURG.  AND ON THE PROPERTY OF MRS. ANDERSON.
 HV3064'
 HV3064'THE STATION MARKS ARE STANDARD DISKS STAMPED DAY 1959.  THE
 HV3064'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HV3064'MONUMENT THAT IS 12-INCHES BELOW GROUND SURFACE.  IT IS 35.0
 HV3064'FEET NORTHEAST OF A DRIVEWAY.  72.0 FEET NORTHEAST OF THE
 HV3064'NORTHEAST CORNER OF MRS. ANDERSONS HOUSE.  61.0 FEET NORTH OF
 HV3064'A PEACH TREE 3-INCHES IN DIAMETER.  61.6 FEET SOUTHWEST OF
 HV3064'TELEPHONE POLE NO. 9.  AND 60.4 FEET SOUTHWEST OF A STANDARD
 HV3064'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET APPROXIMATELY
 HV3064'48 INCHES BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HV3064'
 HV3064'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 HV3064'10-INCH SQUARE CONCRETE MONUMENT.  STAMPED DAY NO 1 1959.
 HV3064'AND PROJECTS 2 INCHES.  IT IS 2.4 FEET WEST OF TELEPHONE POLE
 HV3064'NO. 9.  1.4 FEET SOUTH OF A STANDARD METAL WITNESS POST.  65.0
 HV3064'FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE 635.  AND ABOUT THE
 HV3064'SAME ELEVATION AS THE STATION MARK.
 HV3064'
 HV3064'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 HV3064'10-INCH SQUARE CONCRETE MONUMENT.  STAMPED DAY NO 2 1959.
 HV3064'AND IS FLUSH WITH THE GROUND.  IT IS 2.3 FEET SOUTH OF TELEPHONE
 HV3064'POLE NO. 8.  10.0 FEET WEST OF A DRIVEWAY.  87.0 FEET SOUTH OF
 HV3064'THE CENTERLINE OF COUNTY ROUTE 635.  AND ABOUT 1 FOOT LOWER
 HV3064'THAN THE STATION MARK.
 HV3064'
 HV3064'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 HV3064'SQUARE CONCRETE MONUMENT.  STAMPED DAY 1959.  AND PROJECTS
 HV3064'2 INCHES.  IT IS 2.2 FEET NORTH OF A STANDARD METAL WITNESS
 HV3064'POST.  24.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 635.
 HV3064'9.5 FEET WEST OF A TRACK ROAD.  AND UNDER A POWER LINE.
 HV3064'
 HV3064'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND ALTERNATE
 HV3064'U.S. HIGHWAY 1 SOUTH OF FREDERICKSBURG.  GO SOUTH ON U.S. HIGHWAY
 HV3064'1 FOR 2.0 MILES TO COUNTY ROUTE 635.  TURN LEFT ON COUNTY
 HV3064'ROUTE 635 AND GO 0.25 MILE TO AZIMUTH MARK ON THE LEFT
 HV3064'AS DESCRIBED.  CONTINUE ON COUNTY ROUTE 635 FOR 0.25 MILE TO
 HV3064'DRIVEWAY ON THE RIGHT AND STATION AS DESCRIBED.
 HV3064'
 HV3064'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV3064
 HV3064                          STATION RECOVERY (1960)
 HV3064
 HV3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3064'2.8 MI NE FROM MASSAPONAX.
 HV3064'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 HV3064'OF ROAD 608 AT MASSAPONAX, THENCE ABOUT 0.55 MILE EAST AND
 HV3064'SOUTHEAST ALONG ROAD 635, 100 FEET SOUTH-SOUTHWEST OF THE CENTER
 HV3064'LINE OF ROAD 635 AND CENTER OF JUNCTION OF DRIVE LEADING
 HV3064'NORTH-NORTHEAST, 33 FEET NORTHEAST OF THE CENTER LINE OF DRIVE
 HV3064'LEADING SOUTH TO A TWO-STORY OLD HOUSE, 61 1/2 FEET WEST OF
 HV3064'TELEPHONE POLE 9, 120 FEET SOUTHEAST OF TELEPHONE POLE 8, 59.1
 HV3064'FEET WEST OF R M 1, 118.2 FEET SOUTHEAST OF R M 2, ABOUT 2 FEET
 HV3064'BELOW THE LEVEL OF THE ROAD 635, AND SET IN TOP OF A CONCRETE
 HV3064'POST 1 FOOT BELOW THE SURFACE OF THE GROUND.
 HV3064
 HV3064                          STATION RECOVERY (1970)
 HV3064
 HV3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HV3064'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE
 HV3064'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS APPARENTLY
 HV3064'DESTROYED BY CONSTRUCTION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV3064'WITH THE FOLLOWING CHANGES AND ADDITIONS.
 HV3064'
 HV3064'STATION IS NOW ALONG U.S. HIGHWAY 17, 90 FEET SOUTH OF THE
 HV3064'CENTERLINE OF HIGHWAY AND 24 FEET SOUTH OF A WOVEN WIRE FENCE.
 HV3064'REFERENCE MARK NO. 1 IS 73 FEET WEST OF UTILITY POLE NUMBER 9,
 HV3064'58 FEET SOUTH OF CENTERLINE OF HIGHWAY AND 10 FEET NORTH OF
 HV3064'WOVEN WIRE FENCE.  REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF
 HV3064'CENTERLINE OF HIGHWAY, 36 FEET WEST OF UTILITY POLE NUMBER 8 AND
 HV3064'4 FEET NORTH OF WOVEN WIRE FENCE.  THE ANDERSON HOUSE IS
 HV3064'VACANT AND IS IN A BAD STATE OF DETERIORATION.
 HV3064'
 HV3064'THERE ARE NO STATIONS OR OBJECTS VISIBLE TO MAKE IT POSSIBLE
 HV3064'TO ESTABLISH A NEW AZIMUTH MARK.
 HV3064'
 HV3064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES
 HV3064'NORTH NORTHEAST OF MASSAPONAX
 HV3064
 HV3064                          STATION RECOVERY (1995)
 HV3064
 HV3064'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3064'MARK NOT FOUND.
 HV3064
 HV3064                          STATION RECOVERY (1998)
 HV3064
 HV3064'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3064'RECOVERED IN GOOD CONDITION.
 HV3064
 HV3064                          STATION RECOVERY (2000)
 HV3064
 HV3064'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV3064'THE STA IS IN THE BACK YARD OF DAVE GALYER, 4701 OVERVIEW DR,
 HV3064'FREDERICKSBURG, VA 22408.  TO REACH THE STA FROM THE INT OF US HWY 17
 HV3064'SOUTH AND US HWY 1 PROCEED E ALONG US HWY 17 0.5 MILE TO ITS INT WITH
 HV3064'OVERVIEW DR.  TURN RIGHT AND PROCEED SE ALONG OVERVIEW DR 0.15 MILE TO
 HV3064'THE STA ON THE LEFT.
 HV3064'THE STA IS 0.9 FT BELOW GROUND WITH 5 INCH PVC PIPE AND AN NGS LOGO
 HV3064'CAP FLUSH WITH THE GROUND.
 HV3064
 HV3064                          STATION RECOVERY (2002)
 HV3064
 HV3064'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 HV3064'RECOVERED AS DESCRIBED.
 HV3064' 
 HV3064'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3400 ***********************************************************************
 HV3400  DESIGNATION -  DAY AZ MK
 HV3400  PID         -  HV3400
 HV3400  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3400  USGS QUAD   -  SPOTSYLVANIA (1994)
 HV3400
 HV3400                         *CURRENT SURVEY CONTROL
 HV3400  ___________________________________________________________________
 HV3400* NAD 83(1986)-  38 13 37.     (N)    077 30 05.     (W)     SCALED    
 HV3400* NAVD 88     -        70.547  (meters)     231.45   (feet)  POSTED    
 HV3400  ___________________________________________________________________
 HV3400  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV3400  DYNAMIC HT  -          70.500 (meters)     231.30  (feet)  COMP
 HV3400  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 HV3400
 HV3400  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3400
 HV3400.The horizontal coordinates were scaled from a topographic map and have
 HV3400.an estimated accuracy of +/- 6 seconds.
 HV3400
 HV3400.The orthometric height was determined by differential leveling
 HV3400.and adjusted by the National Geodetic Survey in 1992..
 HV3400.No vertical observational check was made to the station.
 HV3400.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3400.was located on a no-check spur therefore a value was not computed.
 HV3400
 HV3400.The geoid height was determined by GEOID03.
 HV3400
 HV3400.The dynamic height is computed by dividing the NAVD 88
 HV3400.geopotential number by the normal gravity value computed on the
 HV3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3400.degrees latitude (g = 980.6199 gals.).
 HV3400
 HV3400.The modeled gravity was interpolated from observed gravity values.
 HV3400
 HV3400;                    North         East    Units  Estimated Accuracy
 HV3400;SPC VA N     - 2,062,670.    3,587,440.      MT  (+/- 180 meters Scaled)
 HV3400
 HV3400                          SUPERSEDED SURVEY CONTROL
 HV3400
 HV3400  NGVD 29 (??/??/??)   70.841  (m)          232.42   (f) ADJUSTED    2 0
 HV3400
 HV3400.Superseded values are not recommended for survey control.
 HV3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3400.See file dsdata.txt to determine how the superseded data were derived.
 HV3400
 HV3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH810339(NAD 83)
 HV3400_MARKER: DZ = AZIMUTH MARK DISK
 HV3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3400_STAMPING: DAY 1959
 HV3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3400+STABILITY: SURFACE MOTION
 HV3400
 HV3400  HISTORY     - Date     Condition        Report By
 HV3400  HISTORY     - 1959     MONUMENTED       CGS
 HV3400  HISTORY     - 1960     GOOD             CGS
 HV3400  HISTORY     - 1970     MARK NOT FOUND   NGS
 HV3400  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV3400
 HV3400                          STATION DESCRIPTION
 HV3400
 HV3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3400'2.6 MI N FROM MASSAPONAX.
 HV3400'2.3 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 HV3400'ROAD 608 AT MASSAPONAX, THENCE ABOUT 0.25 MILE EAST ALONG ROAD
 HV3400'635, AT A BREAK IN HIGHWAY GRADE, 23 1/2 FEET NORTH-NORTHEAST
 HV3400'OF THE CENTER LINE OF ROAD 635, 9 FEET WEST OF THE CENTER LINE
 HV3400'OF A WOODS TRAIL LEADING NORTH, 2 FEET NORTH OF A STEEL WITNESS
 HV3400'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN TOP OF A
 HV3400'CONCRETE POST FLUSH WITH THE GROUND.
 HV3400
 HV3400                          STATION RECOVERY (1970)
 HV3400
 HV3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HV3400'MARK NOT FOUND.
 HV3400
 HV3400                          STATION RECOVERY (1998)
 HV3400
 HV3400'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3065 ***********************************************************************
 HV3065  DESIGNATION -  DAY RM 1
 HV3065  PID         -  HV3065
 HV3065  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3065  USGS QUAD   -  GUINEA (1966)
 HV3065
 HV3065                         *CURRENT SURVEY CONTROL
 HV3065  ___________________________________________________________________
 HV3065* NAD 83(1986)-  38 13 28.     (N)    077 29 49.     (W)     SCALED    
 HV3065* NAVD 88     -        72.034  (meters)     236.33   (feet)  POSTED    
 HV3065  ___________________________________________________________________
 HV3065  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV3065  DYNAMIC HT  -          71.990 (meters)     236.19  (feet)  COMP
 HV3065  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 HV3065
 HV3065  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3065
 HV3065.The horizontal coordinates were scaled from a topographic map and have
 HV3065.an estimated accuracy of +/- 6 seconds.
 HV3065
 HV3065.The orthometric height was determined by differential leveling
 HV3065.and adjusted by the National Geodetic Survey in 1992..
 HV3065.No vertical observational check was made to the station.
 HV3065.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3065.was located on a no-check spur therefore a value was not computed.
 HV3065
 HV3065.The geoid height was determined by GEOID03.
 HV3065
 HV3065.The dynamic height is computed by dividing the NAVD 88
 HV3065.geopotential number by the normal gravity value computed on the
 HV3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3065.degrees latitude (g = 980.6199 gals.).
 HV3065
 HV3065.The modeled gravity was interpolated from observed gravity values.
 HV3065
 HV3065;                    North         East    Units  Estimated Accuracy
 HV3065;SPC VA N     - 2,062,390.    3,587,830.      MT  (+/- 180 meters Scaled)
 HV3065
 HV3065                          SUPERSEDED SURVEY CONTROL
 HV3065
 HV3065  NGVD 29 (??/??/??)   72.328  (m)          237.30   (f) ADJUSTED    2 0
 HV3065
 HV3065.Superseded values are not recommended for survey control.
 HV3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3065.See file dsdata.txt to determine how the superseded data were derived.
 HV3065
 HV3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH814336(NAD 83)
 HV3065_MARKER: DR = REFERENCE MARK DISK
 HV3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3065_STAMPING: DAY NO 1 1959
 HV3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3065+STABILITY: SURFACE MOTION
 HV3065
 HV3065  HISTORY     - Date     Condition        Report By
 HV3065  HISTORY     - 1959     MONUMENTED       CGS
 HV3065  HISTORY     - 1960     GOOD             CGS
 HV3065  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3065  HISTORY     - 19981024 GOOD             USPSQD
 HV3065
 HV3065                          STATION DESCRIPTION
 HV3065
 HV3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3065'2.8 MI NE FROM MASSAPONAX.
 HV3065'59.1 FEET EAST OF TRIANGULATION STATION DAY, DESCRIBED, 164 1/2
 HV3065'FEET EAST-SOUTHEAST OF R M 2, 63 1/2 FEET SOUTHWEST OF CENTER
 HV3065'LINE OF ROAD 635, 2.3 FEET WEST OF TELEPHONE POLE 9, 44 1/2
 HV3065'FEET WEST-SOUTHWEST OF A POWER LINE POLE, 1 1/2 FEET SOUTHWEST
 HV3065'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 HV3065'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HV3065
 HV3065                          STATION RECOVERY (1995)
 HV3065
 HV3065'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3065'MARK NOT FOUND.
 HV3065
 HV3065                          STATION RECOVERY (1998)
 HV3065
 HV3065'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3063 ***********************************************************************
 HV3063  DESIGNATION -  DAY RM 2
 HV3063  PID         -  HV3063
 HV3063  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3063  USGS QUAD   -  GUINEA (1966)
 HV3063
 HV3063                         *CURRENT SURVEY CONTROL
 HV3063  ___________________________________________________________________
 HV3063* NAD 83(1986)-  38 13 28.     (N)    077 29 49.     (W)     SCALED    
 HV3063* NAVD 88     -        71.883  (meters)     235.84   (feet)  POSTED    
 HV3063  ___________________________________________________________________
 HV3063  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV3063  DYNAMIC HT  -          71.840 (meters)     235.70  (feet)  COMP
 HV3063  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 HV3063
 HV3063  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3063
 HV3063.The horizontal coordinates were scaled from a topographic map and have
 HV3063.an estimated accuracy of +/- 6 seconds.
 HV3063
 HV3063.The orthometric height was determined by differential leveling
 HV3063.and adjusted by the National Geodetic Survey in 1992..
 HV3063.No vertical observational check was made to the station.
 HV3063.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3063.was located on a no-check spur therefore a value was not computed.
 HV3063
 HV3063.The geoid height was determined by GEOID03.
 HV3063
 HV3063.The dynamic height is computed by dividing the NAVD 88
 HV3063.geopotential number by the normal gravity value computed on the
 HV3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3063.degrees latitude (g = 980.6199 gals.).
 HV3063
 HV3063.The modeled gravity was interpolated from observed gravity values.
 HV3063
 HV3063;                    North         East    Units  Estimated Accuracy
 HV3063;SPC VA N     - 2,062,390.    3,587,830.      MT  (+/- 180 meters Scaled)
 HV3063
 HV3063                          SUPERSEDED SURVEY CONTROL
 HV3063
 HV3063  NGVD 29 (??/??/??)   72.176  (m)          236.80   (f) ADJUSTED    2 0
 HV3063
 HV3063.Superseded values are not recommended for survey control.
 HV3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3063.See file dsdata.txt to determine how the superseded data were derived.
 HV3063
 HV3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH814336(NAD 83)
 HV3063_MARKER: DR = REFERENCE MARK DISK
 HV3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3063_STAMPING: DAY NO 2 1959
 HV3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3063+STABILITY: SURFACE MOTION
 HV3063
 HV3063  HISTORY     - Date     Condition        Report By
 HV3063  HISTORY     - 1959     MONUMENTED       CGS
 HV3063  HISTORY     - 1960     GOOD             CGS
 HV3063  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3063  HISTORY     - 19981024 GOOD             USPSQD
 HV3063
 HV3063                          STATION DESCRIPTION
 HV3063
 HV3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3063'2.8 MI NE FROM MASSAPONAX.
 HV3063'118.2 FEET NORTHWEST OF TRIANGULATION STATION DAY, DESCRIBED,
 HV3063'164 1/2 FEET WEST-NORTHWEST OF R M 1, 82 FEET SOUTH-SOUTHWEST
 HV3063'OF CENTER LINE OF ROAD 635, 9 1/2 FEET WEST OF THE CENTER LINE
 HV3063'OF DRIVE SOUTH, 2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 8,
 HV3063'ABOUT LEVEL WITH DRIVE, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HV3063'1 INCH.
 HV3063
 HV3063                          STATION RECOVERY (1995)
 HV3063
 HV3063'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3063'MARK NOT FOUND.
 HV3063
 HV3063                          STATION RECOVERY (1998)
 HV3063
 HV3063'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4568 ***********************************************************************
 GV4568  DESIGNATION -  DAY USE 1938
 GV4568  PID         -  GV4568
 GV4568  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4568  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4568
 GV4568                         *CURRENT SURVEY CONTROL
 GV4568  ___________________________________________________________________
 GV4568* NAD 83(1993)-  37 01 01.94743(N)    076 34 34.68511(W)     ADJUSTED  
 GV4568* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4568  ___________________________________________________________________
 GV4568  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 GV4568  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 GV4568
 GV4568  HORZ ORDER  -  THIRD
 GV4568
 GV4568.The horizontal coordinates were established by classical geodetic methods
 GV4568.and adjusted by the National Geodetic Survey in September 1995..
 GV4568
 GV4568.The orthometric height was scaled from a topographic map.
 GV4568
 GV4568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4568
 GV4568.The geoid height was determined by GEOID03.
 GV4568
 GV4568;                    North         East     Units Scale Factor Converg.
 GV4568;SPC VA S     - 1,077,636.516 3,671,175.019   MT  0.99996398   +1 10 03.1
 GV4568;SPC VA S     - 3,535,545.80 12,044,513.37   sFT  0.99996398   +1 10 03.1
 GV4568;UTM  18      - 4,097,942.760   359,773.598   MT  0.99984224   -0 56 57.0
 GV4568
 GV4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4568!SPC VA S     -   1.00000569  x   0.99996398  =   0.99996967
 GV4568!UTM  18      -   1.00000569  x   0.99984224  =   0.99984793
 GV4568
 GV4568:                Primary Azimuth Mark                     Grid Az
 GV4568:SPC VA S     -  JONES CREEK LIGHT 2                      162 53 29.0
 GV4568:UTM  18      -  JONES CREEK LIGHT 2                      165 00 29.1
 GV4568
 GV4568|---------------------------------------------------------------------|
 GV4568| PID    Reference Object                     Distance      Geod. Az  |
 GV4568|                                                           dddmmss.s |
 GV4568| FX3973 JONES CREEK LIGHT 2                 APPROX. 2.1 KM 1640332.1 |
 GV4568| GV4581 JONES CREEK LIGHT 1                 APPROX. 1.6 KM 1701032.9 |
 GV4568| GV4563 BRIGGS WHARF LIGHT                  APPROX. 1.2 KM 1704751.9 |
 GV4568| FX3963 BATTERY PARK LIGHT                  APPROX. 2.0 KM 1782954.1 |
 GV4568| GV4569 DAY VFC 1938                        158.968 METERS 18019     |
 GV4568| GV4587 PAGAN USE 1938                      APPROX. 1.7 KM 1924529.9 |
 GV4568|---------------------------------------------------------------------|
 GV4568
 GV4568                          SUPERSEDED SURVEY CONTROL
 GV4568
 GV4568  NAD 83(1986)-  37 01 01.95209(N)    076 34 34.71836(W) AD(       ) 3
 GV4568  NAD 27      -  37 01 01.41500(N)    076 34 35.88900(W) AD(       ) 3
 GV4568
 GV4568.Superseded values are not recommended for survey control.
 GV4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4568.See file dsdata.txt to determine how the superseded data were derived.
 GV4568
 GV4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5977497943(NAD 83)
 GV4568_MARKER: Z = SEE DESCRIPTION
 GV4568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4568+STABILITY: SURFACE MOTION
 GV4568
 GV4568  HISTORY     - Date     Condition        Report By
 GV4568  HISTORY     - 1938     MONUMENTED       USE
 GV4568  HISTORY     - 1942     GOOD             CGS
 GV4568
 GV4568                          STATION DESCRIPTION
 GV4568
 GV4568'DESCRIBED BY US ENGINEERS 1938 (HEF)
 GV4568'THIS STATION WAS ESTABLISHED BY THE U.S. ENGINEERS AT THE
 GV4568'ENTRANCE TO PAGAN RIVER ON THE EAST SIDE OF DAY POINT.  AT
 GV4568'THE STATION THE NORTH TOWER OF THE JAMES RIVER BRIDGE LINES
 GV4568'UP JUST INSIDE THE NORTH TANGENT OF A SMALL GRASS ISLET JUST
 GV4568'EAST OF DAY POINT.  A SILVER ELEVATED WATER TANK (STATION
 GV4568'DUGGER, 1934) IS JUST CLEAR OF THE NORTH TANGENT OF THE
 GV4568'SAME ISLET, AND LINE TO GAP SHOAL LIGHT FALLS ABOUT 15 METERS
 GV4568'INSIDE SOUTH TANGENT OF SAME ISLET.  LINE TO STATION DAY,
 GV4568'(V.C.F.), FALLS BETWEEN MAIN WHARF AND SHIPYARD WHARF AT
 GV4568'BATTERY PARK.
 GV4568'
 GV4568'STATION IS ON SHIFTING SAND AND SHELL BEACH, 20 METERS FROM
 GV4568'HIGH WATER LINE, 6-1/2 METERS INSIDE GRASS LINE AND 3 METERS
 GV4568'OUTSIDE LINE OF SMALL CEDAR TREES.  ABOUT 100 METERS NORTH
 GV4568'OF STATION THE SAND AND SHELL BEACH NARROWS AND THE TREE AND
 GV4568'GRASS LINE ARE MUCH NEARER THE HIGH WATER LINE.
 GV4568'
 GV4568'THE MARK IS THE CENTER OF A 1/2-INCH COPPER PIPE IN THE CENTER
 GV4568'OF THE TOP OF A CONCRETE POST WHICH IS 6 INCHES SQUARE AND
 GV4568'SET FLUSH WITH GROUND.  DAY - GOOD - PAGAN FORM THE FIRST
 GV4568'TRIANGLE OF A U.S.E.D. TRIANGULATION SCHEME UP THE PAGAN
 GV4568'RIVER.
 GV4568
 GV4568                          STATION RECOVERY (1942)
 GV4568
 GV4568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4568'1938 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4569 ***********************************************************************
 GV4569  DESIGNATION -  DAY VFC 1938
 GV4569  PID         -  GV4569
 GV4569  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4569  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4569
 GV4569                         *CURRENT SURVEY CONTROL
 GV4569  ___________________________________________________________________
 GV4569* NAD 83(1993)-  37 00 56.79078(N)    076 34 34.72068(W)     ADJUSTED  
 GV4569* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4569  ___________________________________________________________________
 GV4569  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 GV4569  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 GV4569
 GV4569  HORZ ORDER  -  THIRD
 GV4569
 GV4569.The horizontal coordinates were established by classical geodetic methods
 GV4569.and adjusted by the National Geodetic Survey in September 1995..
 GV4569
 GV4569.The orthometric height was scaled from a topographic map.
 GV4569
 GV4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4569
 GV4569.The geoid height was determined by GEOID03.
 GV4569
 GV4569;                    North         East     Units Scale Factor Converg.
 GV4569;SPC VA S     - 1,077,477.571 3,671,177.379   MT  0.99996413   +1 10 03.1
 GV4569;SPC VA S     - 3,535,024.33 12,044,521.12   sFT  0.99996413   +1 10 03.1
 GV4569;UTM  18      - 4,097,783.856   359,770.087   MT  0.99984225   -0 56 56.9
 GV4569
 GV4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4569!SPC VA S     -   1.00000569  x   0.99996413  =   0.99996982
 GV4569!UTM  18      -   1.00000569  x   0.99984225  =   0.99984794
 GV4569
 GV4569:                Primary Azimuth Mark                     Grid Az
 GV4569:SPC VA S     -  STONE VFC                                130 50 55.6
 GV4569:UTM  18      -  STONE VFC                                132 57 55.6
 GV4569
 GV4569|---------------------------------------------------------------------|
 GV4569| PID    Reference Object                     Distance      Geod. Az  |
 GV4569|                                                           dddmmss.s |
 GV4569| GV4592 STONE VFC                           APPROX. 1.8 KM 1320058.7 |
 GV4569|---------------------------------------------------------------------|
 GV4569
 GV4569                          SUPERSEDED SURVEY CONTROL
 GV4569
 GV4569  NAD 83(1986)-  37 00 56.79547(N)    076 34 34.75393(W) AD(       ) 3
 GV4569  NAD 27      -  37 00 56.25800(N)    076 34 35.92500(W) AD(       ) 3
 GV4569
 GV4569.Superseded values are not recommended for survey control.
 GV4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4569.See file dsdata.txt to determine how the superseded data were derived.
 GV4569
 GV4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5977097784(NAD 83)
 GV4569_MARKER: Z = SEE DESCRIPTION
 GV4569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4569+STABILITY: SURFACE MOTION
 GV4569
 GV4569  HISTORY     - Date     Condition        Report By
 GV4569  HISTORY     - 1938     MONUMENTED       VACF
 GV4569  HISTORY     - 1942     GOOD             CGS
 GV4569  HISTORY     - 1943     GOOD             CGS
 GV4569  HISTORY     - 1976     GOOD             LOCENG
 GV4569
 GV4569                          STATION DESCRIPTION
 GV4569
 GV4569'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1938 (HEF)
 GV4569'THIS STATION WAS ESTABLISHED BY THE VIRGINIA COMMISSION OF
 GV4569'FISHERIES AT THE ENTRANCE TO PAGAN RIVER ON THE EAST TANGENT OF
 GV4569'DAY POINT.  FROM STATION WHITE SHOAL L.H. SHOWS OVER THE CENTER
 GV4569'OF A SMALL GRASS ISLAND LYING JUST OFF SHORE, EASTWARD OF DAY
 GV4569'POINT.  AT A POINT 2 FEET SOUTH OF THE STATION A TANK SHOWING
 GV4569'ABOVE THE COAL PIER STRUCTURES AT NEWPORT NEWS IS ON LINE WITH
 GV4569'THE NORTHERLY PILE OF THE STRUCTURE OF GAP SHOAL LIGHT.  THE
 GV4569'CHIMNEY AND RED TANK IN THE VICINITY OF NEWPORT NEWS
 GV4569'SHIPBUILDING AND DRYDOCK CO. SHOW CLEAR AND TO LEFT OF THE
 GV4569'COAL PIER STRUCTURE.
 GV4569'
 GV4569'THE MARK IS A 14-INCH SQUARE CONCRETE POST WITH A 1/2-INCH
 GV4569'GALVANIZED-IRON PIPE IN CENTER, SET WITH SURFACE ABOUT 2-INCHES
 GV4569'BELOW GROUND LEVEL.
 GV4569'
 GV4569'DISTANCE TO HIGH WATER LINE IS 78 FEET.  MARK IS 36 FEET INSIDE OF
 GV4569'VEGETATION LINE AND ABOUT AT THE EDGE OF BRUSH LINE.  THIS SHORE
 GV4569'LINE CONSISTS OF SHIFTING SAND BEACH.  MARSH GRASS SHORELINE
 GV4569'BEGINS ABOUT 200 METERS SOUTH OF THE STATION.
 GV4569'
 GV4569'THIS STATION WAS LOCATED BY TRAVERSE FROM DAY, (U.S.E.),
 GV4569'DISTANT 158.97 METERS, N 0 DEG 19 MIN E.
 GV4569'
 GV4569'STATION NOT OCCUPIED.
 GV4569
 GV4569                          STATION RECOVERY (1942)
 GV4569
 GV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4569'1938 DESCRIPTION ADEQUATE.
 GV4569
 GV4569                          STATION RECOVERY (1943)
 GV4569
 GV4569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WRP)
 GV4569'RECOVERED AS DESCRIBED BY H.E.F., 1938.
 GV4569
 GV4569                          STATION RECOVERY (1976)
 GV4569
 GV4569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (GWS)
 GV4569'PIPE IN CONCRETE GOOD-SAND BUILDING UP ALONG SHORE STATION NOW 150
 GV4569'FOOT FROM WATER.
 GV4569'
 GV4569'DISTANCE AND DIRECTION FROM NEAREST TOWN--PAGAN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4520 ***********************************************************************
 JV4520  DESIGNATION -  DAYS
 JV4520  PID         -  JV4520
 JV4520  STATE/COUNTY-  VA/LOUDOUN
 JV4520  USGS QUAD   -  STERLING (1994)
 JV4520
 JV4520                         *CURRENT SURVEY CONTROL
 JV4520  ___________________________________________________________________
 JV4520* NAD 83(1993)-  39 02 18.61099(N)    077 24 54.88092(W)     ADJUSTED  
 JV4520* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 JV4520  ___________________________________________________________________
 JV4520  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 JV4520  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JV4520
 JV4520  HORZ ORDER  -  SECOND
 JV4520
 JV4520.The horizontal coordinates were established by classical geodetic methods
 JV4520.and adjusted by the National Geodetic Survey in November 1994..
 JV4520
 JV4520.The orthometric height was scaled from a topographic map.
 JV4520
 JV4520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4520
 JV4520.The geoid height was determined by GEOID03.
 JV4520
 JV4520;                    North         East     Units Scale Factor Converg.
 JV4520;SPC VA N     - 2,152,830.409 3,593,912.998   MT  0.99997533   +0 40 37.3
 JV4520;SPC VA N     - 7,063,077.77 11,791,029.56   sFT  0.99997533   +0 40 37.3
 JV4520;SPC MD       -   152,362.219   364,050.131   MT  0.99995387   -0 15 38.2
 JV4520;SPC MD       -   499,875.05  1,194,387.80   sFT  0.99995387   -0 15 38.2
 JV4520;UTM  18      - 4,323,825.278   290,960.194   MT  1.00013809   -1 31 18.4
 JV4520
 JV4520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4520!SPC VA N     -   0.99998982  x   0.99997533  =   0.99996515
 JV4520!SPC MD       -   0.99998982  x   0.99995387  =   0.99994369
 JV4520!UTM  18      -   0.99998982  x   1.00013809  =   1.00012791
 JV4520
 JV4520|---------------------------------------------------------------------|
 JV4520| PID    Reference Object                     Distance      Geod. Az  |
 JV4520|                                                           dddmmss.s |
 JV4520| JV6139 DAYS RM 1                            17.173 METERS 06835     |
 JV4520| JV4486 AIRWAY BCN 1 NE OF DRANESVILLE      APPROX. 6.7 KM 1114310.0 |
 JV4520| AJ3365 DAYS AZ MK RESET                                   1275343.8 |
 JV4520| AJ3364 DAYS AZ MK                                         1291018.9 |
 JV4520| AJ3363 DAYS RM 2                            23.885 METERS 22123     |
 JV4520|---------------------------------------------------------------------|
 JV4520
 JV4520                          SUPERSEDED SURVEY CONTROL
 JV4520
 JV4520  NAD 83(1993)-  39 02 18.61227(N)    077 24 54.88415(W) AD(       ) 2
 JV4520  NAD 83(1986)-  39 02 18.61102(N)    077 24 54.89230(W) AD(       ) 2
 JV4520  NAD 27      -  39 02 18.22134(N)    077 24 55.93363(W) AD(       ) 2
 JV4520
 JV4520.Superseded values are not recommended for survey control.
 JV4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4520.See file dsdata.txt to determine how the superseded data were derived.
 JV4520
 JV4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9096023825(NAD 83)
 JV4520_MARKER: DS = TRIANGULATION STATION DISK
 JV4520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4520_STAMPING: DAYS 1943
 JV4520_MARK LOGO: CGS   
 JV4520_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4520+STABILITY: SURFACE MOTION
 JV4520
 JV4520  HISTORY     - Date     Condition        Report By
 JV4520  HISTORY     - 1943     MONUMENTED       CGS
 JV4520  HISTORY     - 1954     GOOD             CGS
 JV4520  HISTORY     - 1960     GOOD             ALSTER
 JV4520  HISTORY     - 19840822 GOOD             NGS
 JV4520  HISTORY     - 20050423 MARK NOT FOUND   GEOCAC
 JV4520
 JV4520                          STATION DESCRIPTION
 JV4520
 JV4520'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 JV4520'THE STATION IS ABOUT 4.5 MILES NW OF DRANESVILLE, 75 YARDS N OF THE
 JV4520'CENTER LINE OF VIRGINIA HIGHWAY 7, 95 FEET NW OF THE NW CORNER OF A
 JV4520'HOUSE, 17 FEET NE OF THE SW CORNER OF A SMALL FENCED AREA AND ON
 JV4520'THE PROPERTY OF FLORA EDDS (COLORED).
 JV4520'
 JV4520'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JV4520'SET IN CONCRETE, AS DESCRIBED.
 JV4520'
 JV4520'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND 1 FOOT E OF THE NE
 JV4520'CORNER OF THE SMALL FENCED AREA.  IT IS STAMPED DAYS NO. 1 1943 AND
 JV4520'IS FLUSH WITH THE SURFACE OF THE GROUND.
 JV4520'
 JV4520'REFERENCE MARK NO. 2 IS SW OF THE STATION AND 10 FEET W OF THE CENTER
 JV4520'LINE OF THE ENTRANCE DRIVE.  IT IS STAMPED DAYS NO. 2 1943 AND IS
 JV4520'FLUSH WITH THE SURFACE OF THE GROUND.
 JV4520'
 JV4520'THE AZIMUTH MARK IS ABOUT 0.65 MILE SE OF THE STATION, 25 FEET S OF
 JV4520'THE CENTER LINE OF VIRGINIA HIGHWAY 7 AT THE JUNCTION OF VIRGINIA
 JV4520'HIGHWAY 7 AND COUNTY HIGHWAY 636.  IT IS STAMPED DAYS 1943 AND
 JV4520'PROJECTS 3 INCHES.
 JV4520'
 JV4520'TO REACH FROM DRANESVILLE GO NW ON VIRGINIA HIGHWAY 7 FOR 1.3 MILES
 JV4520'TO ITS JUNCTION WITH VIRGINIA HIGHWAY 28 AND CONTINUE STRAIGHT AHEAD
 JV4520'ON HIGHWAY 7.  GO 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 JV4520'THE HIGHWAY AND CONTINUE STRAIGHT AHEAD.  GO 0.65 MILE TO A STONE
 JV4520'HOUSE AND THE STATION ON THE RIGHT.
 JV4520'
 JV4520'90-FOOT SIGNALS AT ATHEY AND DRANES ARE VISIBLE AT 77 FEET.  77-FOOT
 JV4520'SIGNALS AT GOOSE AND POOLSVILLE ARE VISIBLE AT 77 FEET.
 JV4520'
 JV4520'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JV4520
 JV4520                          STATION RECOVERY (1954)
 JV4520
 JV4520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JV4520'STATION WAS RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 JV4520'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.
 JV4520'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.  A NEW
 JV4520'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS 56 FEET NORTH
 JV4520'OF THE CENTER OF STATE HIGHWAY 7, 2 FEET SOUTH OF A POWER POLE AND
 JV4520'2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 JV4520'ABOUT 2 INCHES AND THE DISK IS STAMPED DAYS 1943 RESET 1954.  TO
 JV4520'REACH FROM THE STATION, GO EAST ON HIGHWAY 7 FOR 0.5 MILE TO THE
 JV4520'MARK ON THE LEFT AS DESCRIBED.
 JV4520'
 JV4520'THE OLD DESCRIPTION FOR THE STATION IS ADEQUATE.
 JV4520'
 JV4520'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 JV4520'
 JV4520'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JV4520
 JV4520                          STATION RECOVERY (1960)
 JV4520
 JV4520'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1960
 JV4520'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 JV4520
 JV4520                          STATION RECOVERY (1984)
 JV4520
 JV4520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JV4520'THE STATION MARK AND REFERENCE MARKS ONE AND TWO WERE RECOVERED IN
 JV4520'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 JV4520'CHECKED WITH THE 1954 RECOVERY.  THE 1954 AZIMUTH MARK WAS SEARCHED
 JV4520'FOR BUT WAS NOT FOUND, NEW POWERPOLES HAVE BEEN SET AND IT APPEARS
 JV4520'THAT THE SHOULDER OF THE ROAD HAS BEEN REWORKED.  NO SUITABLE LOCATION
 JV4520'COULD BE FOUND FOR A NEW AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION
 JV4520'FOLLOWS.
 JV4520' 
 JV4520'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF STERLING, 7.2
 JV4520'KM (4.45 MI) NORTHWEST OF DRANESVILLE AND 16.0 KM (9.95 MI) SOUTHEAST
 JV4520'OF LEESBURG.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JV4520'HIGHWAYS 7, 28 AND COUNTY ROAD 808, WHICH IS ABOUT 3.0 MI (4.8 KM)
 JV4520'NORTHWEST OF STERLING, GO SOUTHEAST ON STATE 7 FOR 0.95 MI (1.53 KM)
 JV4520'TO A STONE HOUSE ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 JV4520'INTERSECTION WITH COUNTY ROAD 1570 AND THE STATION BEHIND THE STONE
 JV4520'HOUSE.
 JV4520' 
 JV4520'THE STATION IS A STANDARD CGS DISK STAMPED--DAYS 1943--, SET INTO THE
 JV4520'TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, RECESSED 2 CM
 JV4520'BELOW THE GROUND.  LOCATED 1.2 FT (0.4 M) NW FROM A METAL WITNESS
 JV4520'POST, 29.5 FT (9.0 M) NNW FROM A MULTY-TRUNK 40-INCH WILLOW TREE, 95.0
 JV4520'FT (29.0 M) N FROM THE NORTH CORNER OF THE ROCKHOUSE AND 288.5 FT
 JV4520'(87.9 M) NE FROM THE CENTERLINE OF WESTBOUND LANE OF STATE HIGHWAY 7.
 JV4520'THE UNDERGROUND MARK WAS NOT INSPECTED.
 JV4520' 
 JV4520'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DAYS NO 1 1943--,
 JV4520'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER,
 JV4520'RECESSED 1 CM BELOW THE GROUND.  LOCATED 1.1 FT (0.3 M) SW FROM A
 JV4520'METAL WITNESS POST, 73.3 FT (22.3 M) NE FROM A MULTI-TRUNK 40-INCH
 JV4520'WILLOW TREE AND 118.0 FT (36.0 M) ENE FROM THE NORTH CORNER OF THE
 JV4520'ROCK HOUSE.
 JV4520' 
 JV4520'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DAYS NO 2 1943--,
 JV4520'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN
 JV4520'DIAMETER, FLUSH WITH GROUND.  LOCATED 71.2 FT (21.7 M) NW FROM THE
 JV4520'NORTH CORNER OF A STONE TWO-STORY HOUSE, 58.4 FT (17.8 M) SW FROM A
 JV4520'MULTI-TRUNK, 40-INCH WILLOW TREE, 211.5 FT (64.5 M) NE FROM THE
 JV4520'CENTERLINE OF THE WESTBOUND LANE OF HIGHWAY 7 AND 6.6 FT (2.0 M) NW
 JV4520'FROM A HOLLY TREE.
 JV4520
 JV4520                          STATION RECOVERY (2005)
 JV4520
 JV4520'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV4520'MARK NOT FOUND.
 JV4520'HOUSE LOCATED AS DESCRIBED.  MARK AND RM 1 WITHIN 5 FEET OF A NEW
 JV4520'ASSISTED LIVING STRUCTURE, AND LIKELY DESTORYED.  RM 2 SHOULD BE IN AN
 JV4520'UNDISTURBED LOCATION, HOWEVER THE DRIVEWAY REFERENCED NO LONGER
 JV4520'EXISTS.  RM 2 COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9568 ***********************************************************************
 HV9568  DESIGNATION -  DC DAIRY
 HV9568  PID         -  HV9568
 HV9568  STATE/COUNTY-  VA/FAIRFAX
 HV9568  USGS QUAD   -  FORT BELVOIR (1983)
 HV9568
 HV9568                         *CURRENT SURVEY CONTROL
 HV9568  ___________________________________________________________________
 HV9568* NAD 83(1993)-  38 42 00.22335(N)    077 14 44.49048(W)     ADJUSTED  
 HV9568* NAVD 88     -        69.978  (meters)     229.59   (feet)  ADJUSTED  
 HV9568  ___________________________________________________________________
 HV9568  X           -   1,100,375.290 (meters)                     COMP
 HV9568  Y           -  -4,861,260.904 (meters)                     COMP
 HV9568  Z           -   3,966,409.440 (meters)                     COMP
 HV9568  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 HV9568  ELLIP HEIGHT-          37.90  (meters)          (05/17/02) GPS OBS
 HV9568  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV9568  DYNAMIC HT  -          69.938 (meters)     229.45  (feet)  COMP
 HV9568  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 HV9568
 HV9568  HORZ ORDER  -  SECOND
 HV9568  VERT ORDER  -  THIRD
 HV9568  ELLP ORDER  -  FOURTH    CLASS II
 HV9568
 HV9568.The horizontal coordinates were established by GPS observations
 HV9568.and adjusted by the National Geodetic Survey in November 1994..
 HV9568
 HV9568.The orthometric height was determined by differential leveling
 HV9568.and adjusted by the National Geodetic Survey in September 2004..
 HV9568
 HV9568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9568
 HV9568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9568
 HV9568.The ellipsoidal height was determined by GPS observations
 HV9568.and is referenced to NAD 83.
 HV9568
 HV9568.The geoid height was determined by GEOID03.
 HV9568
 HV9568.The dynamic height is computed by dividing the NAVD 88
 HV9568.geopotential number by the normal gravity value computed on the
 HV9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9568.degrees latitude (g = 980.6199 gals.).
 HV9568
 HV9568.The modeled gravity was interpolated from observed gravity values.
 HV9568
 HV9568;                    North         East     Units Scale Factor Converg.
 HV9568;SPC VA N     - 2,115,451.095 3,609,104.540   MT  0.99994942   +0 46 58.2
 HV9568;SPC VA N     - 6,940,442.47 11,840,870.48   sFT  0.99994942   +0 46 58.2
 HV9568;UTM  18      - 4,285,886.572   304,712.270   MT  1.00006966   -1 24 16.4
 HV9568
 HV9568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9568!SPC VA N     -   0.99999405  x   0.99994942  =   0.99994347
 HV9568!UTM  18      -   0.99999405  x   1.00006966  =   1.00006371
 HV9568
 HV9568:                Primary Azimuth Mark                     Grid Az
 HV9568:SPC VA N     -  DC DAIRY AZ MK                           107 06 35.0
 HV9568:UTM  18      -  DC DAIRY AZ MK                           109 17 49.6
 HV9568
 HV9568|---------------------------------------------------------------------|
 HV9568| PID    Reference Object                     Distance      Geod. Az  |
 HV9568|                                                           dddmmss.s |
 HV9568| HV9683 DC DAIRY AZ MK                      APPROX. 0.6 KM 1075333.2 |
 HV9568|---------------------------------------------------------------------|
 HV9568
 HV9568                          SUPERSEDED SURVEY CONTROL
 HV9568
 HV9568  ELLIP H (11/14/94)   37.92   (m)                       GP(       ) 4 2
 HV9568  NAD 83(1993)-  38 42 00.22118(N)    077 14 44.49558(W) AD(       ) 2
 HV9568  ELLIP H (09/27/93)   37.31   (m)                       GP(       ) 4 1
 HV9568  NGVD 29 (09/27/93)   70.3    (m)          231.     (f) GPS OBS        
 HV9568
 HV9568.Superseded values are not recommended for survey control.
 HV9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9568.See file dsdata.txt to determine how the superseded data were derived.
 HV9568
 HV9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0471285887(NAD 83)
 HV9568_MARKER: DD = SURVEY DISK
 HV9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9568_SP_SET: CONCRETE POST
 HV9568_STAMPING: D.C. DAIRY 1984
 HV9568_MARK LOGO: VA-059
 HV9568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9568+STABILITY: SURFACE MOTION
 HV9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9568+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9568
 HV9568  HISTORY     - Date     Condition        Report By
 HV9568  HISTORY     - 1984     MONUMENTED       VA-059
 HV9568  HISTORY     - 19920120 GOOD             MSI
 HV9568
 HV9568                          STATION DESCRIPTION
 HV9568
 HV9568'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9568'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.2 MILES
 HV9568'(1.9 KM) NORTH-NORTHEAST FROM THE INTERSECTION OF OX ROAD (RTE 123)
 HV9568'AND THE PRINCE WILLIAM COUNTY LINE, 1.3 MILES (2.1 KM) SOUTHWEST FROM
 HV9568'THE INTERSECTION OF I95 AND LORTON ROAD (RTE 642) AND 7.0 MILES (11.3
 HV9568'KM) SOUTH-SOUTHEAST FROM BUTTS CORNER.  TO REACH FROM THE
 HV9568'INTERSECTION OF OF OX ROAD (RTE 123) AND FURNACE ROAD (RTE 611 ),
 HV9568'PROCEED SOUTHEAST FOR 0.9 MILES (1.4 KM) TO A PAVED DRIVEWAY LEADING
 HV9568'TO A DAIRY FARM.  TURN RIGHT INTO SAID DRIVE AND PROCEED FOR 0.2
 HV9568'MILES (0.3 KM) TO THE STATION ON THE LEFT, IN TOP OF A CONCRETE
 HV9568'MONUMENT FLUSH WITH THE GROUND.
 HV9568'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA JUST
 HV9568'WEST OF THE LORTON REFORMATORY.    TO REACH THE STATION FROM THE
 HV9568'INTERSECTION OF OX ROAD (ROUTE 123) AND FURNACE ROAD (ROUTE 611),
 HV9568'PROCEED SOUTHEAST ON FURNACE ROAD FOR 0.9 MILE (1.4 KM) TO A PAVED
 HV9568'DRIVEWAY LEADING T A DAIRY FARM.  TURN RIGHT ON DRIVEWAY AND PROCEED
 HV9568'FOR 0.2 MILES (0.3 KM) TO STATION ON THE LEFT.    THE STATION IS A
 HV9568'STANDARD FAIRFAX COUNTY SURVEY DISK SET IN CONCRETE FLUSH WITH THE
 HV9568'GROUND AND IS STAMPED D.C. DAIRY 1984.  THE STATION IS 74.74 FEET
 HV9568'(22.78 M) NORTHEAST OF CENTERLINE OF THE TOP OF FIRE HYDRANT AND
 HV9568'59.90 FEET (18.26 M) SOUTHWEST OF A P.K. NAIL IN POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9683 ***********************************************************************
 HV9683  DESIGNATION -  DC DAIRY AZ MK
 HV9683  PID         -  HV9683
 HV9683  STATE/COUNTY-  VA/FAIRFAX
 HV9683  USGS QUAD   -  FORT BELVOIR (1983)
 HV9683
 HV9683                         *CURRENT SURVEY CONTROL
 HV9683  ___________________________________________________________________
 HV9683* NAD 83(1993)-  38 41 54.14503(N)    077 14 20.46824(W)     ADJUSTED  
 HV9683* NAVD 88     -        62.6    (meters)     205.     (feet)  VERTCON   
 HV9683  ___________________________________________________________________
 HV9683  X           -   1,100,966.041 (meters)                     COMP
 HV9683  Y           -  -4,861,241.341 (meters)                     COMP
 HV9683  Z           -   3,966,258.503 (meters)                     COMP
 HV9683  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 HV9683  ELLIP HEIGHT-          30.45  (meters)          (05/17/02) GPS OBS
 HV9683  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV9683
 HV9683  HORZ ORDER  -  SECOND
 HV9683  ELLP ORDER  -  FOURTH    CLASS II
 HV9683
 HV9683.The horizontal coordinates were established by GPS observations
 HV9683.and adjusted by the National Geodetic Survey in November 1994..
 HV9683
 HV9683.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9683
 HV9683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9683
 HV9683.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9683
 HV9683.The ellipsoidal height was determined by GPS observations
 HV9683.and is referenced to NAD 83.
 HV9683
 HV9683.The geoid height was determined by GEOID03.
 HV9683
 HV9683;                    North         East     Units Scale Factor Converg.
 HV9683;SPC VA N     - 2,115,271.643 3,609,687.508   MT  0.99994938   +0 47 13.2
 HV9683;SPC VA N     - 6,939,853.72 11,842,783.10   sFT  0.99994938   +0 47 13.2
 HV9683;UTM  18      - 4,285,684.976   305,288.032   MT  1.00006689   -1 24 01.2
 HV9683
 HV9683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9683!SPC VA N     -   0.99999522  x   0.99994938  =   0.99994460
 HV9683!UTM  18      -   0.99999522  x   1.00006689  =   1.00006211
 HV9683
 HV9683:                Primary Azimuth Mark                     Grid Az
 HV9683:SPC VA N     -  DC DAIRY                                 287 06 35.0
 HV9683:UTM  18      -  DC DAIRY                                 289 17 49.4
 HV9683
 HV9683|---------------------------------------------------------------------|
 HV9683| PID    Reference Object                     Distance      Geod. Az  |
 HV9683|                                                           dddmmss.s |
 HV9683| HV9568 DC DAIRY                            APPROX. 0.6 KM 2875348.2 |
 HV9683|---------------------------------------------------------------------|
 HV9683
 HV9683                          SUPERSEDED SURVEY CONTROL
 HV9683
 HV9683  ELLIP H (11/14/94)   30.48   (m)                       GP(       ) 4 2
 HV9683  NAD 83(1993)-  38 41 54.14286(N)    077 14 20.47337(W) AD(       ) 2
 HV9683  ELLIP H (09/27/93)   29.87   (m)                       GP(       ) 4 1
 HV9683  NGVD 29 (09/27/93)   62.8    (m)          206.     (f) GPS OBS        
 HV9683
 HV9683.Superseded values are not recommended for survey control.
 HV9683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9683.See file dsdata.txt to determine how the superseded data were derived.
 HV9683
 HV9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0528885685(NAD 83)
 HV9683_MARKER: DD = SURVEY DISK
 HV9683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9683_SP_SET: CONCRETE POST
 HV9683_STAMPING: DC DAIRY AZ MK 1990
 HV9683_MARK LOGO: VA-059
 HV9683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9683+STABILITY: SURFACE MOTION
 HV9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9683+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 HV9683
 HV9683  HISTORY     - Date     Condition        Report By
 HV9683  HISTORY     - 1990     MONUMENTED       RDA
 HV9683  HISTORY     - 20040330 GOOD             GEOCAC
 HV9683
 HV9683                          STATION DESCRIPTION
 HV9683
 HV9683'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9683'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA JUST
 HV9683'WEST OF THE LORTON REFORMATORY.    TO REACH THE STATION FROM THE
 HV9683'INTERSECTION OF OX ROAD (ROUTE 123) AND FURNACE ROAD (ROUTE 611),
 HV9683'PROCEED SOUTHEAST ON FURNACE ROAD FOR 0.9 MILE (1.4 KM) TO A PAVED
 HV9683'DRIVEWAY LEADING T A DAIRY FARM.  TURN RIGHT ON DRIVEWAY AND PROCEED
 HV9683'FOR 0.2 MILES (0.3 KM) TO STATION ON THE LEFT.    TO REACH THE
 HV9683'AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG DAIRY FARM
 HV9683'ASPHALT ROAD 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH FURNACE ROAD
 HV9683'TURN RIGHT AND PROCEED SOUTHEAST ALONG FURNACE ROAD 0.5 MILE
 HV9683'(0.8 KM) TO THE MARK ON THE RIGHT JUST BEFORE AN INCINERATOR AT 3RD
 HV9683'FENCE POST BEFORE THE CORNER.     THE AZIMUTH MARK IS A STANDARD
 HV9683'FAIRFAX COUNTY SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 HV9683'STAMPED GPS 72 AZ MK 1990.  THE MARK IS 13.75 FEET (4.19 M) SOUTHWEST
 HV9683'FROM THE EDGE OF PAVEMENT OF FURNACE ROAD, 73.64 FEET (22.45 M)
 HV9683'NORTHWEST OF A 16D NAIL IN A TELEPHONE POLE, 96.15 FEET (29.31 M)
 HV9683'SOUTHEAST OF A 16D NAIL IN A TELEPHONE POLE, AND 3.10 FEET (0.94 M)
 HV9683'NORTHEAST OF A 4 FOOT (1.2 M) BARB WIRE FENCE LINE.  THE MARK IS
 HV9683'609.997 METERS (2001.298 FT) FROM THE STATION.
 HV9683
 HV9683                          STATION RECOVERY (2004)
 HV9683
 HV9683'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HV9683'STATION DC DAIRY AZ MK 1990 IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY,
 HV9683'ABOUT 0.2 MILES (.32 KM) NORTHEAST OF THE COUNTY INCINERATOR, AND
 HV9683'ABOUT ONE MILE (1.61 KM) NORTHWEST OF THE (NOW CLOSED) LORTON
 HV9683'REFORMATORY.
 HV9683'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF OX ROAD (ROUTE 123)
 HV9683'AND FURNACE ROAD (ROUTE 611), PROCEED EAST AND SOUTHEAST ON FURNACE
 HV9683'ROAD FOR 1.4 MILES (2.25 KM) TO THE AZIMUTH MARK ON THE RIGHT, JUST
 HV9683'BEFORE A CLOSED PAVED DRIVEWAY LEADING SOUTHWEST TO THE LORTON
 HV9683'INCINERATOR FACILITY.
 HV9683'THE AZIMUTH MARK IS A STANDARD FAIRFAX COUNTY SURVEY DISK RECESSED
 HV9683'ABOUT ONE-QUARTER INCH IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HV9683'GROUND AND STAMPED D.C. DAIRY AZ. MK. 1990.  THE MARK IS 13.75 (4.19
 HV9683'M) FEET SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT OF FURNACE ROAD,
 HV9683'25.25 FEET (7.70 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 HV9683'ROAD, 79.0 FEET (24.08 M)
 HV9683'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY LEADING
 HV9683'SOUTHWEST, 41.50 FEET (12.65 M) NORTHWEST OF AN ORANGE BURIED CABLE
 HV9683'MARKER, 39.0 FEET (11.89 M) NORTHWEST OF A CABLE UTILITY STACK, 26.0
 HV9683'FEET (7.92 M) NORTH-NORTHWEST OF A FENCE CORNER, AND 11.75 FEET (3.58
 HV9683'M) NORTHEAST OF A WOOD AND WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1682 ***********************************************************************
 HV1682  DESIGNATION -  DC VA BOUNDARY MK 11 RM 1
 HV1682  PID         -  HV1682
 HV1682  STATE/COUNTY-  VA/ARLINGTON
 HV1682  USGS QUAD   -  ALEXANDRIA (1994)
 HV1682
 HV1682                         *CURRENT SURVEY CONTROL
 HV1682  ___________________________________________________________________
 HV1682* NAD 83(1986)-  38 50 32.     (N)    077 02 05.     (W)     SCALED    
 HV1682* NAVD 88     -         1.984  (meters)       6.51   (feet)  ADJUSTED  
 HV1682  ___________________________________________________________________
 HV1682  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV1682  DYNAMIC HT  -           1.983 (meters)       6.51  (feet)  COMP
 HV1682  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 HV1682
 HV1682  VERT ORDER  -  SECOND    CLASS 0
 HV1682
 HV1682.The horizontal coordinates were scaled from a topographic map and have
 HV1682.an estimated accuracy of +/- 6 seconds.
 HV1682
 HV1682.The orthometric height was determined by differential leveling
 HV1682.and adjusted by the National Geodetic Survey in June 1991..
 HV1682
 HV1682.The geoid height was determined by GEOID03.
 HV1682
 HV1682.The dynamic height is computed by dividing the NAVD 88
 HV1682.geopotential number by the normal gravity value computed on the
 HV1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1682.degrees latitude (g = 980.6199 gals.).
 HV1682
 HV1682.The modeled gravity was interpolated from observed gravity values.
 HV1682
 HV1682;                    North         East    Units  Estimated Accuracy
 HV1682;SPC VA N     - 2,131,500.    3,627,200.      MT  (+/- 180 meters Scaled)
 HV1682
 HV1682                          SUPERSEDED SURVEY CONTROL
 HV1682
 HV1682  NGVD 29 (??/??/??)    2.251  (m)            7.39   (f) ADJUSTED    2 0
 HV1682
 HV1682.Superseded values are not recommended for survey control.
 HV1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1682.See file dsdata.txt to determine how the superseded data were derived.
 HV1682
 HV1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ234012(NAD 83)
 HV1682_MARKER: DR = REFERENCE MARK DISK
 HV1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1682_STAMPING: DC VA BOUNDARY NO 1 1946 WITNESS
 HV1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1682+STABILITY: SURFACE MOTION
 HV1682
 HV1682  HISTORY     - Date     Condition        Report By
 HV1682  HISTORY     - 1946     MONUMENTED       CGS
 HV1682  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV1682
 HV1682                          STATION DESCRIPTION
 HV1682
 HV1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1682'3.6 MI N FROM ALEXANDRIA.
 HV1682'2.65 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM
 HV1682'THE POST OFFICE AT ALEXANDRIA, THENCE 0.9 MILE EAST ALONG THE
 HV1682'GRAVEL ROAD WHICH CIRCLES THE WASHINGTON NATIONAL AIRPORT, AT THE
 HV1682'SOUTHEAST CORNER OF THE AIRPORT, 113.0 FEET SOUTHEAST OF THE
 HV1682'CENTERLINE OF THE GRAVEL ROAD (MEASURED FROM A POINT IN THE
 HV1682'CURVE IN THE ROAD ABOUT MIDWAY BETWEEN THE SOUTH END OF THE
 HV1682'NORTH-SOUTH RUNWAY AND THE EAST END OF THE EAST-WEST RUNWAY),
 HV1682'27.0 FEET EAST OF REFERENCE MARK NO. 2, 18.9 FEET NORTH OF THE
 HV1682'TRIANGULATION STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV1682'0.1 FOOT ABOVE THE GROUND.
 HV1682
 HV1682                          STATION RECOVERY (1965)
 HV1682
 HV1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1683 ***********************************************************************
 HV1683  DESIGNATION -  DC VA BOUNDARY MK 11 RM 2
 HV1683  PID         -  HV1683
 HV1683  STATE/COUNTY-  VA/ARLINGTON
 HV1683  USGS QUAD   -  ALEXANDRIA (1994)
 HV1683
 HV1683                         *CURRENT SURVEY CONTROL
 HV1683  ___________________________________________________________________
 HV1683* NAD 83(1986)-  38 50 31.     (N)    077 02 05.     (W)     SCALED    
 HV1683* NAVD 88     -         1.992  (meters)       6.54   (feet)  ADJUSTED  
 HV1683  ___________________________________________________________________
 HV1683  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV1683  DYNAMIC HT  -           1.991 (meters)       6.53  (feet)  COMP
 HV1683  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 HV1683
 HV1683  VERT ORDER  -  SECOND    CLASS 0
 HV1683
 HV1683.The horizontal coordinates were scaled from a topographic map and have
 HV1683.an estimated accuracy of +/- 6 seconds.
 HV1683
 HV1683.The orthometric height was determined by differential leveling
 HV1683.and adjusted by the National Geodetic Survey in June 1991..
 HV1683
 HV1683.The geoid height was determined by GEOID03.
 HV1683
 HV1683.The dynamic height is computed by dividing the NAVD 88
 HV1683.geopotential number by the normal gravity value computed on the
 HV1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1683.degrees latitude (g = 980.6199 gals.).
 HV1683
 HV1683.The modeled gravity was interpolated from observed gravity values.
 HV1683
 HV1683;                    North         East    Units  Estimated Accuracy
 HV1683;SPC VA N     - 2,131,470.    3,627,200.      MT  (+/- 180 meters Scaled)
 HV1683
 HV1683                          SUPERSEDED SURVEY CONTROL
 HV1683
 HV1683  NGVD 29 (??/??/??)    2.259  (m)            7.41   (f) ADJUSTED    2 0
 HV1683
 HV1683.Superseded values are not recommended for survey control.
 HV1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1683.See file dsdata.txt to determine how the superseded data were derived.
 HV1683
 HV1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ234012(NAD 83)
 HV1683_MARKER: DR = REFERENCE MARK DISK
 HV1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1683_STAMPING: DC VA BOUNDARY NO 2 1946 WITNESS
 HV1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1683+STABILITY: SURFACE MOTION
 HV1683
 HV1683  HISTORY     - Date     Condition        Report By
 HV1683  HISTORY     - 1946     MONUMENTED       CGS
 HV1683  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV1683
 HV1683                          STATION DESCRIPTION
 HV1683
 HV1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1683'3.6 MI N FROM ALEXANDRIA.
 HV1683'2.65 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM THE
 HV1683'POST OFFICE AT ALEXANDRIA, THENCE 0.9 MILE EAST ALONG THE GRAVEL
 HV1683'ROAD WHICH CIRCLES THE WASHINGTON NATIONAL AIRPORT, AT THE SOUTHEAST
 HV1683'CORNER OF THE AIRPORT, 115.0 FEET SOUTHEAST OF THE CENTERLINE OF
 HV1683'THE DIRT ROAD (MEASURED FROM A POINT IN THE CURVE IN THE DIRT
 HV1683'ROAD ABOUT MIDWAY BETWEEN THE SOUTH END OF THE NORTH-SOUTH RUNWAY
 HV1683'AND THE EAST END OF THE EAST-WEST RUNWAY), 22.5 FEET WEST OF
 HV1683'THE TRIANGULATION STATION, 27.0 FEET WEST OF REFERENCE MARK NO. 1,
 HV1683'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV1683
 HV1683                          STATION RECOVERY (1965)
 HV1683
 HV1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1685 ***********************************************************************
 HV1685  DESIGNATION -  DC VA BOUNDARY MK 10 RM 1
 HV1685  PID         -  HV1685
 HV1685  STATE/COUNTY-  VA/ARLINGTON
 HV1685  USGS QUAD   -  ALEXANDRIA (1994)
 HV1685
 HV1685                         *CURRENT SURVEY CONTROL
 HV1685  ___________________________________________________________________
 HV1685* NAD 83(1986)-  38 51 38.     (N)    077 02 14.     (W)     SCALED    
 HV1685* NAVD 88     -         3.986  (meters)      13.08   (feet)  ADJUSTED  
 HV1685  ___________________________________________________________________
 HV1685  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1685  DYNAMIC HT  -           3.984 (meters)      13.07  (feet)  COMP
 HV1685  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 HV1685
 HV1685  VERT ORDER  -  SECOND    CLASS 0
 HV1685
 HV1685.The horizontal coordinates were scaled from a topographic map and have
 HV1685.an estimated accuracy of +/- 6 seconds.
 HV1685
 HV1685.The orthometric height was determined by differential leveling
 HV1685.and adjusted by the National Geodetic Survey in June 1991..
 HV1685
 HV1685.The geoid height was determined by GEOID03.
 HV1685
 HV1685.The dynamic height is computed by dividing the NAVD 88
 HV1685.geopotential number by the normal gravity value computed on the
 HV1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1685.degrees latitude (g = 980.6199 gals.).
 HV1685
 HV1685.The modeled gravity was interpolated from observed gravity values.
 HV1685
 HV1685;                    North         East    Units  Estimated Accuracy
 HV1685;SPC VA N     - 2,133,530.    3,626,950.      MT  (+/- 180 meters Scaled)
 HV1685
 HV1685                          SUPERSEDED SURVEY CONTROL
 HV1685
 HV1685  NGVD 29 (??/??/??)    4.247  (m)           13.93   (f) ADJUSTED    2 0
 HV1685
 HV1685.Superseded values are not recommended for survey control.
 HV1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1685.See file dsdata.txt to determine how the superseded data were derived.
 HV1685
 HV1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ232032(NAD 83)
 HV1685_MARKER: DR = REFERENCE MARK DISK
 HV1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1685_STAMPING: DC VA BOUNDARY NO 1 1946 WITNESS
 HV1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1685+STABILITY: SURFACE MOTION
 HV1685
 HV1685  HISTORY     - Date     Condition        Report By
 HV1685  HISTORY     - 1946     MONUMENTED       CGS
 HV1685  HISTORY     - 1965     GOOD             CGS
 HV1685
 HV1685                          STATION DESCRIPTION
 HV1685
 HV1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1685'4.6 MI N FROM ALEXANDRIA.
 HV1685'2.65 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM THE
 HV1685'POST OFFICE AT ALEXANDRIA, THENCE 2.0 MILES EAST AND NORTH ALONG
 HV1685'THE GRAVEL ROAD WHICH CIRCLES THE WASHINGTON NATIONAL AIRPORT,
 HV1685'387.5 FEET SOUTHEAST OF THE EAST ONE OF FIVE RUNWAY LIGHTS SET
 HV1685'IN AND ACROSS THE NORTH END OF THE NORTH-SOUTH RUNWAY, 29.0 FEET
 HV1685'SOUTHWEST OF THE CENTER-LINE OF THE GRAVEL ROAD, 21.0 FEET SOUTHEAST
 HV1685'OF REFERENCE MARK NO. 2, 21.5 FEET SOUTH OF THE CENTER OF AIRPORT
 HV1685'BOUNDARY LIGHT NO. 24, SET IN THE TOP OF A CONCRETE POST FLUSH
 HV1685'WITH THE GROUND.
 HV1685
 HV1685                          STATION RECOVERY (1965)
 HV1685
 HV1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1686 ***********************************************************************
 HV1686  DESIGNATION -  DC VA BOUNDARY MK 10 RM 2
 HV1686  PID         -  HV1686
 HV1686  STATE/COUNTY-  VA/ARLINGTON
 HV1686  USGS QUAD   -  ALEXANDRIA (1994)
 HV1686
 HV1686                         *CURRENT SURVEY CONTROL
 HV1686  ___________________________________________________________________
 HV1686* NAD 83(1986)-  38 51 38.     (N)    077 02 14.     (W)     SCALED    
 HV1686* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 HV1686  ___________________________________________________________________
 HV1686  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1686  DYNAMIC HT  -           3.941 (meters)      12.93  (feet)  COMP
 HV1686  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 HV1686
 HV1686  VERT ORDER  -  SECOND    CLASS 0
 HV1686
 HV1686.The horizontal coordinates were scaled from a topographic map and have
 HV1686.an estimated accuracy of +/- 6 seconds.
 HV1686
 HV1686.The orthometric height was determined by differential leveling
 HV1686.and adjusted by the National Geodetic Survey in June 1991..
 HV1686
 HV1686.The geoid height was determined by GEOID03.
 HV1686
 HV1686.The dynamic height is computed by dividing the NAVD 88
 HV1686.geopotential number by the normal gravity value computed on the
 HV1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1686.degrees latitude (g = 980.6199 gals.).
 HV1686
 HV1686.The modeled gravity was interpolated from observed gravity values.
 HV1686
 HV1686;                    North         East    Units  Estimated Accuracy
 HV1686;SPC VA N     - 2,133,530.    3,626,950.      MT  (+/- 180 meters Scaled)
 HV1686
 HV1686                          SUPERSEDED SURVEY CONTROL
 HV1686
 HV1686  NGVD 29 (??/??/??)    4.204  (m)           13.79   (f) ADJUSTED    2 0
 HV1686
 HV1686.Superseded values are not recommended for survey control.
 HV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1686.See file dsdata.txt to determine how the superseded data were derived.
 HV1686
 HV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ232032(NAD 83)
 HV1686_MARKER: DR = REFERENCE MARK DISK
 HV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1686_STAMPING: DC VA BOUNDARY NO 2 1946 WITNESS
 HV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1686+STABILITY: SURFACE MOTION
 HV1686
 HV1686  HISTORY     - Date     Condition        Report By
 HV1686  HISTORY     - 1946     MONUMENTED       CGS
 HV1686  HISTORY     - 1965     GOOD             CGS
 HV1686
 HV1686                          STATION DESCRIPTION
 HV1686
 HV1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1686'4.6 MI N FROM ALEXANDRIA.
 HV1686'2.65 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM
 HV1686'THE POST OFFICE AT ALEXANDRIA, THENCE 2.0 MILES EAST AND NORTH
 HV1686'ALONG THE GRAVEL ROAD WHICH CIRCLES THE WASHINGTON NATIONAL
 HV1686'AIRPORT, 367.0 FEET SOUTHEAST OF THE EAST ONE OF FIVE RUNWAY
 HV1686'LIGHTS SET IN AND ACROSS THE NORTH END OF THE NORTH-SOUTH RUNWAY,
 HV1686'44.0 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 31.0
 HV1686'FEET SOUTHWEST OF THE CENTER OF AIRPORT BOUNDARY LIGHT NO. 24,
 HV1686'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV1686
 HV1686                          STATION RECOVERY (1965)
 HV1686
 HV1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1670 ***********************************************************************
 HV1670  DESIGNATION -  DC VA BOUNDARY MK 14 RM 2
 HV1670  PID         -  HV1670
 HV1670  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1670  USGS QUAD   -  ALEXANDRIA (1994)
 HV1670
 HV1670                         *CURRENT SURVEY CONTROL
 HV1670  ___________________________________________________________________
 HV1670* NAD 83(1986)-  38 47 28.     (N)    077 02 23.     (W)     SCALED    
 HV1670* NAVD 88     -         1.820  (meters)       5.97   (feet)  ADJUSTED  
 HV1670  ___________________________________________________________________
 HV1670  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV1670  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 HV1670  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 HV1670
 HV1670  VERT ORDER  -  SECOND    CLASS 0
 HV1670
 HV1670.The horizontal coordinates were scaled from a topographic map and have
 HV1670.an estimated accuracy of +/- 6 seconds.
 HV1670
 HV1670.The orthometric height was determined by differential leveling
 HV1670.and adjusted by the National Geodetic Survey in June 1991..
 HV1670
 HV1670.The geoid height was determined by GEOID03.
 HV1670
 HV1670.The dynamic height is computed by dividing the NAVD 88
 HV1670.geopotential number by the normal gravity value computed on the
 HV1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1670.degrees latitude (g = 980.6199 gals.).
 HV1670
 HV1670.The modeled gravity was interpolated from observed gravity values.
 HV1670
 HV1670;                    North         East    Units  Estimated Accuracy
 HV1670;SPC VA N     - 2,125,820.    3,626,860.      MT  (+/- 180 meters Scaled)
 HV1670
 HV1670                          SUPERSEDED SURVEY CONTROL
 HV1670
 HV1670  NGVD 29 (??/??/??)    2.120  (m)            6.96   (f) ADJUSTED    2 0
 HV1670
 HV1670.Superseded values are not recommended for survey control.
 HV1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1670.See file dsdata.txt to determine how the superseded data were derived.
 HV1670
 HV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH228955(NAD 83)
 HV1670_MARKER: DR = REFERENCE MARK DISK
 HV1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1670_STAMPING: DC VA BOUNDARY 14 NO 2 1947
 HV1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1670+STABILITY: SURFACE MOTION
 HV1670
 HV1670  HISTORY     - Date     Condition        Report By
 HV1670  HISTORY     - 1947     MONUMENTED       CGS
 HV1670  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1670  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1670
 HV1670                          STATION DESCRIPTION
 HV1670
 HV1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HV1670'AT ALEXANDRIA.
 HV1670'AT ALEXANDRIA, AT JONES POINT, 0.9 MILE SOUTH ALONG THE POTOMAC
 HV1670'RIVER FROM THE FOOT OF PRINCE STREET, 204.5 FEET NORTH OF THE
 HV1670'CENTER OF THE NORTH SIDE OF THE FENCE AROUND THE STEEL TOWER
 HV1670'SUPPORTING THE JONES POINT NAVIGATION LIGHT WHICH IS LOCATED AT
 HV1670'THE SOUTHEAST CORNER OF THE JONES POINT, 45.2 FEET WEST OF THE
 HV1670'NORTH END OF THE FENCE WHICH BORDERS THE SOUTH AND WEST SIDES OF
 HV1670'THE POINT, 42.4 FEET WEST OF TRAVERSE STATION DC-VA BOUNDARY MARK
 HV1670'14, 62.7 FEET SOUTHWEST OF REFERENCE MARK NO. 1, SET IN THE
 HV1670'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV1670
 HV1670                          STATION RECOVERY (1949)
 HV1670
 HV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1670'MARK NOT FOUND.
 HV1670
 HV1670                          STATION RECOVERY (1996)
 HV1670
 HV1670'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1671 ***********************************************************************
 HV1671  DESIGNATION -  DC VA BOUNDARY MK 13 RM 1
 HV1671  PID         -  HV1671
 HV1671  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1671  USGS QUAD   -  ALEXANDRIA (1994)
 HV1671
 HV1671                         *CURRENT SURVEY CONTROL
 HV1671  ___________________________________________________________________
 HV1671* NAD 83(1986)-  38 48 59.     (N)    077 02 19.     (W)     SCALED    
 HV1671* NAVD 88     -         2.428  (meters)       7.97   (feet)  ADJUSTED  
 HV1671  ___________________________________________________________________
 HV1671  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV1671  DYNAMIC HT  -           2.427 (meters)       7.96  (feet)  COMP
 HV1671  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 HV1671
 HV1671  VERT ORDER  -  SECOND    CLASS 0
 HV1671
 HV1671.The horizontal coordinates were scaled from a topographic map and have
 HV1671.an estimated accuracy of +/- 6 seconds.
 HV1671
 HV1671.The orthometric height was determined by differential leveling
 HV1671.and adjusted by the National Geodetic Survey in June 1991..
 HV1671
 HV1671.The geoid height was determined by GEOID03.
 HV1671
 HV1671.The dynamic height is computed by dividing the NAVD 88
 HV1671.geopotential number by the normal gravity value computed on the
 HV1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1671.degrees latitude (g = 980.6199 gals.).
 HV1671
 HV1671.The modeled gravity was interpolated from observed gravity values.
 HV1671
 HV1671;                    North         East    Units  Estimated Accuracy
 HV1671;SPC VA N     - 2,128,630.    3,626,910.      MT  (+/- 180 meters Scaled)
 HV1671
 HV1671                          SUPERSEDED SURVEY CONTROL
 HV1671
 HV1671  NGVD 29 (??/??/??)    2.714  (m)            8.90   (f) ADJUSTED    2 0
 HV1671
 HV1671.Superseded values are not recommended for survey control.
 HV1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1671.See file dsdata.txt to determine how the superseded data were derived.
 HV1671
 HV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH230983(NAD 83)
 HV1671_MARKER: DR = REFERENCE MARK DISK
 HV1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1671_STAMPING: DC VA BOUNDARY NO 1 1946 WITNESS
 HV1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1671+STABILITY: SURFACE MOTION
 HV1671
 HV1671  HISTORY     - Date     Condition        Report By
 HV1671  HISTORY     - 1946     MONUMENTED       CGS
 HV1671  HISTORY     - 1949     GOOD             CGS
 HV1671  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1671
 HV1671                          STATION DESCRIPTION
 HV1671
 HV1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1671'AT ALEXANDRIA.
 HV1671'AT ALEXANDRIA, 0.9 MILE NORTH ALONG THE POTOMAC RIVER FROM THE FOOT
 HV1671'OF PRINCE STREET, ABOUT 200.0 FEET NORTH OF THE EXTENSION TO THE
 HV1671'RIVER OF THE LINE OF SECOND STREET, ABOUT 556.0 FEET NORTH OF
 HV1671'THE NORTH END OF LARGE RED FRAME FERTILIZER PLANT BUILDING OF
 HV1671'HERBERT BRYANT, INC., ABOUT 300.0 FEET DOWNSTREAM FROM A 20-FOOT
 HV1671'CLIFF, ABOUT 200.0 FEET EAST OF A 20-FOOT RAILWAY FILL, BETWEEN
 HV1671'THE POTOMAC RIVER AND A BORROW PIT, 16.0 FEET WEST OF THE WEST
 HV1671'BANK OF THE RIVER, 16.0 FEET NORTH OF THE TRIANGULATION STATION,
 HV1671'73.0 FEET EAST SOUTHEAST OF THE NORTHWEST CORNER OF AND OUTLET
 HV1671'FROM THE BORROW PIT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV1671'0.3 FOOT ABOVE THE GROUND.
 HV1671
 HV1671                          STATION RECOVERY (1949)
 HV1671
 HV1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1671'RECOVERED IN GOOD CONDITION.
 HV1671
 HV1671                          STATION RECOVERY (1996)
 HV1671
 HV1671'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1672 ***********************************************************************
 HV1672  DESIGNATION -  DC VA BOUNDARY MK 13 RM 2
 HV1672  PID         -  HV1672
 HV1672  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1672  USGS QUAD   -  ALEXANDRIA (1994)
 HV1672
 HV1672                         *CURRENT SURVEY CONTROL
 HV1672  ___________________________________________________________________
 HV1672* NAD 83(1986)-  38 48 59.     (N)    077 02 19.     (W)     SCALED    
 HV1672* NAVD 88     -         2.314  (meters)       7.59   (feet)  ADJUSTED  
 HV1672  ___________________________________________________________________
 HV1672  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV1672  DYNAMIC HT  -           2.313 (meters)       7.59  (feet)  COMP
 HV1672  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 HV1672
 HV1672  VERT ORDER  -  SECOND    CLASS 0
 HV1672
 HV1672.The horizontal coordinates were scaled from a topographic map and have
 HV1672.an estimated accuracy of +/- 6 seconds.
 HV1672
 HV1672.The orthometric height was determined by differential leveling
 HV1672.and adjusted by the National Geodetic Survey in June 1991..
 HV1672
 HV1672.The geoid height was determined by GEOID03.
 HV1672
 HV1672.The dynamic height is computed by dividing the NAVD 88
 HV1672.geopotential number by the normal gravity value computed on the
 HV1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1672.degrees latitude (g = 980.6199 gals.).
 HV1672
 HV1672.The modeled gravity was interpolated from observed gravity values.
 HV1672
 HV1672;                    North         East    Units  Estimated Accuracy
 HV1672;SPC VA N     - 2,128,630.    3,626,910.      MT  (+/- 180 meters Scaled)
 HV1672
 HV1672                          SUPERSEDED SURVEY CONTROL
 HV1672
 HV1672  NGVD 29 (??/??/??)    2.600  (m)            8.53   (f) ADJUSTED    2 0
 HV1672
 HV1672.Superseded values are not recommended for survey control.
 HV1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1672.See file dsdata.txt to determine how the superseded data were derived.
 HV1672
 HV1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH230983(NAD 83)
 HV1672_MARKER: DR = REFERENCE MARK DISK
 HV1672_SETTING: 0 = UNSPECIFIED SETTING
 HV1672_STAMPING: DC VA BOUNDARY WITNESS NO 2 1946
 HV1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1672
 HV1672  HISTORY     - Date     Condition        Report By
 HV1672  HISTORY     - 1946     MONUMENTED       CGS
 HV1672  HISTORY     - 1959     GOOD             CGS
 HV1672  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1672
 HV1672                          STATION DESCRIPTION
 HV1672
 HV1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HV1672'AT ALEXANDRIA.
 HV1672'IN ALEXANDRIA, 0.9 MILE NORTH ALONG THE POTOMAC RIVER FROM THE
 HV1672'FOOT OF PRINCE STREET, 200 FEET NORTH OF THE EXTENSION TO THE
 HV1672'RIVER OF THE LINE OF SECOND STREET, 540 FEET NORTH OF THE NORTH
 HV1672'END OF A LARGE RED FRAME FERTILIZER PLANT BUILDING BELONGING TO
 HV1672'HERBERT BYRANT, INC., 250 FEET SOUTH OF THE POTOMAC ELECTRIC
 HV1672'POWER COMPANY FENCE, 200 FEET EAST OF A 20-FOOT RAILWAY FILL,
 HV1672'16 FEET WEST OF THE WEST BANK OF THE POTOMAC RIVER AND IN THE GRASS
 HV1672'STRIP BETWEEN THE TRACK ROAD.  A STANDARD REFERENCE MARK DISK
 HV1672'STAMPED DC VA BOUNDARY WITNESS NO 2 1946 AND PROJECTING ABOUT
 HV1672'TWO INCHES.
 HV1672
 HV1672                          STATION RECOVERY (1996)
 HV1672
 HV1672'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1674 ***********************************************************************
 HV1674  DESIGNATION -  DC VA BOUNDARY MK 12 RM 1
 HV1674  PID         -  HV1674
 HV1674  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1674  USGS QUAD   -  ALEXANDRIA (1994)
 HV1674
 HV1674                         *CURRENT SURVEY CONTROL
 HV1674  ___________________________________________________________________
 HV1674* NAD 83(1986)-  38 49 57.     (N)    077 02 25.     (W)     SCALED    
 HV1674* NAVD 88     -         1.677  (meters)       5.50   (feet)  ADJUSTED  
 HV1674  ___________________________________________________________________
 HV1674  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1674  DYNAMIC HT  -           1.676 (meters)       5.50  (feet)  COMP
 HV1674  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 HV1674
 HV1674  VERT ORDER  -  SECOND    CLASS 0
 HV1674
 HV1674.The horizontal coordinates were scaled from a topographic map and have
 HV1674.an estimated accuracy of +/- 6 seconds.
 HV1674
 HV1674.The orthometric height was determined by differential leveling
 HV1674.and adjusted by the National Geodetic Survey in June 1991..
 HV1674
 HV1674.The geoid height was determined by GEOID03.
 HV1674
 HV1674.The dynamic height is computed by dividing the NAVD 88
 HV1674.geopotential number by the normal gravity value computed on the
 HV1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1674.degrees latitude (g = 980.6199 gals.).
 HV1674
 HV1674.The modeled gravity was interpolated from observed gravity values.
 HV1674
 HV1674;                    North         East    Units  Estimated Accuracy
 HV1674;SPC VA N     - 2,130,420.    3,626,740.      MT  (+/- 180 meters Scaled)
 HV1674
 HV1674                          SUPERSEDED SURVEY CONTROL
 HV1674
 HV1674  NGVD 29 (??/??/??)    1.950  (m)            6.40   (f) ADJUSTED    2 0
 HV1674
 HV1674.Superseded values are not recommended for survey control.
 HV1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1674.See file dsdata.txt to determine how the superseded data were derived.
 HV1674
 HV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ229001(NAD 83)
 HV1674_MARKER: DR = REFERENCE MARK DISK
 HV1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1674_STAMPING: DC VA BOUNDARY NO 1 1946 WITNESS
 HV1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1674+STABILITY: SURFACE MOTION
 HV1674
 HV1674  HISTORY     - Date     Condition        Report By
 HV1674  HISTORY     - 1946     MONUMENTED       CGS
 HV1674  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1674
 HV1674                          STATION DESCRIPTION
 HV1674
 HV1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1674'2.2 MI N FROM ALEXANDRIA.
 HV1674'1.85 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM
 HV1674'THE POST OFFICE AT ALEXANDRIA, THENCE 0.15 MILE EAST AND 0.15
 HV1674'MILE NORTH ALONG A DIRT ROAD LEADING TO THE NORTH TIP OF THE
 HV1674'PENINSULA, (DANGERFIELD ISLAND), 132.6 FEET NORTHEAST OF THE
 HV1674'NORTHEAST CORNER OF 15-FOOT BY 15-FOOT METAL BUILDING, 39.5
 HV1674'FEET SOUTHWEST OF THE BANK OF THE POTOMAC RIVER, 28.5 FEET SOUTH
 HV1674'OF THE SOUTHEAST CORNER OF NAVIGATION LIGHT RANGE SHACK, 24.4
 HV1674'FEET SOUTHWEST OF THE TRIANGULATION STATION, 23.0 FEET EAST
 HV1674'OF THE CENTERLINE OF THE DIRT ROAD, SET IN THE TOP OF A CONCRETE
 HV1674'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- DIRT ROAD NOW
 HV1674'HAS A BLACK-TOP SURFACE, AND LEADS TO THE SAILING MARINA.  THE
 HV1674'FIVE STEEL RADIO TOWERS ARE THE CAA RADIO RANGE STATION.
 HV1674
 HV1674                          STATION RECOVERY (1996)
 HV1674
 HV1674'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1675 ***********************************************************************
 HV1675  DESIGNATION -  DC VA BOUNDARY MK 12 RM 2
 HV1675  PID         -  HV1675
 HV1675  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1675  USGS QUAD   -  ALEXANDRIA (1994)
 HV1675
 HV1675                         *CURRENT SURVEY CONTROL
 HV1675  ___________________________________________________________________
 HV1675* NAD 83(1986)-  38 49 57.     (N)    077 02 24.     (W)     SCALED    
 HV1675* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 HV1675  ___________________________________________________________________
 HV1675  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV1675  DYNAMIC HT  -           1.705 (meters)       5.59  (feet)  COMP
 HV1675  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 HV1675
 HV1675  VERT ORDER  -  SECOND    CLASS 0
 HV1675
 HV1675.The horizontal coordinates were scaled from a topographic map and have
 HV1675.an estimated accuracy of +/- 6 seconds.
 HV1675
 HV1675.The orthometric height was determined by differential leveling
 HV1675.and adjusted by the National Geodetic Survey in June 1991..
 HV1675
 HV1675.The geoid height was determined by GEOID03.
 HV1675
 HV1675.The dynamic height is computed by dividing the NAVD 88
 HV1675.geopotential number by the normal gravity value computed on the
 HV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1675.degrees latitude (g = 980.6199 gals.).
 HV1675
 HV1675.The modeled gravity was interpolated from observed gravity values.
 HV1675
 HV1675;                    North         East    Units  Estimated Accuracy
 HV1675;SPC VA N     - 2,130,420.    3,626,760.      MT  (+/- 180 meters Scaled)
 HV1675
 HV1675                          SUPERSEDED SURVEY CONTROL
 HV1675
 HV1675  NGVD 29 (??/??/??)    1.979  (m)            6.49   (f) ADJUSTED    2 0
 HV1675
 HV1675.Superseded values are not recommended for survey control.
 HV1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1675.See file dsdata.txt to determine how the superseded data were derived.
 HV1675
 HV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ229001(NAD 83)
 HV1675_MARKER: DR = REFERENCE MARK DISK
 HV1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1675_STAMPING: DC VA BOUNDARY NO 2 1946 WITNESS
 HV1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1675+STABILITY: SURFACE MOTION
 HV1675
 HV1675  HISTORY     - Date     Condition        Report By
 HV1675  HISTORY     - 1946     MONUMENTED       CGS
 HV1675  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1675  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1675
 HV1675                          STATION DESCRIPTION
 HV1675
 HV1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1675'2.2 MI N FROM ALEXANDRIA.
 HV1675'1.85 MILES NORTH ALONG THE MOUNT VERNON MEMORIAL HIGHWAY FROM
 HV1675'THE POST OFFICE AT ALEXANDRIA, THENCE 0.15 MILE EAST AND 0.15
 HV1675'MILE NORTH ALONG A DIRT ROAD, ON DANGERFIELD ISLAND, 159.0
 HV1675'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 15-FOOT BY 15-FOOT
 HV1675'METAL BUILDING FOR THE CAA RADIO STATION, 30.6 FEET NORTH OF
 HV1675'REFERENCE MARK NO. 1, 19.5 FEET NORTHWEST OF THE TRIANGULATION
 HV1675'STATION, 16.0 FEET SOUTHWEST OF THE BANK OF THE POTOMAC RIVER,
 HV1675'5.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE NAVIGATION
 HV1675'RANGE LIGHT STAND, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV1675'0.3 FOOT ABOVE THE GROUND.
 HV1675
 HV1675                          STATION RECOVERY (1949)
 HV1675
 HV1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1675'MARK NOT FOUND.
 HV1675
 HV1675                          STATION RECOVERY (1996)
 HV1675
 HV1675'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4393 ***********************************************************************
 HV4393  DESIGNATION -  DC VA BOUNDARY MK 5 RM 2
 HV4393  PID         -  HV4393
 HV4393  STATE/COUNTY-  VA/ARLINGTON
 HV4393  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4393
 HV4393                         *CURRENT SURVEY CONTROL
 HV4393  ___________________________________________________________________
 HV4393* NAD 83(1986)-  38 54 01.     (N)    077 04 09.     (W)     SCALED    
 HV4393* NAVD 88     -         1.683  (meters)       5.52   (feet)  ADJUSTED  
 HV4393  ___________________________________________________________________
 HV4393  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV4393  DYNAMIC HT  -           1.682 (meters)       5.52  (feet)  COMP
 HV4393  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 HV4393
 HV4393  VERT ORDER  -  SECOND    CLASS 0
 HV4393
 HV4393.The horizontal coordinates were scaled from a topographic map and have
 HV4393.an estimated accuracy of +/- 6 seconds.
 HV4393
 HV4393.The orthometric height was determined by differential leveling
 HV4393.and adjusted by the National Geodetic Survey in June 1991..
 HV4393
 HV4393.The geoid height was determined by GEOID03.
 HV4393
 HV4393.The dynamic height is computed by dividing the NAVD 88
 HV4393.geopotential number by the normal gravity value computed on the
 HV4393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV4393.degrees latitude (g = 980.6199 gals.).
 HV4393
 HV4393.The modeled gravity was interpolated from observed gravity values.
 HV4393
 HV4393;                    North         East    Units  Estimated Accuracy
 HV4393;SPC VA N     - 2,137,900.    3,624,110.      MT  (+/- 180 meters Scaled)
 HV4393
 HV4393                          SUPERSEDED SURVEY CONTROL
 HV4393
 HV4393  NGVD 29 (??/??/??)    1.916  (m)            6.29   (f) ADJUSTED    2 0
 HV4393
 HV4393.Superseded values are not recommended for survey control.
 HV4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4393.See file dsdata.txt to determine how the superseded data were derived.
 HV4393
 HV4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ205077(NAD 83)
 HV4393_MARKER: DR = REFERENCE MARK DISK
 HV4393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV4393_STAMPING: DCVA BOUNDARY WITNESS MARK NO 5 NO 1 1946
 HV4393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4393+STABILITY: SURFACE MOTION
 HV4393
 HV4393  HISTORY     - Date     Condition        Report By
 HV4393  HISTORY     - 1946     MONUMENTED       CGS
 HV4393
 HV4393                          STATION DESCRIPTION
 HV4393
 HV4393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV4393'AT ROSSLYN.
 HV4393'AT ROSSLYN, NEAR THE UPSTREAM JUNCTION OF POTOMAC RIVER AND LITTLE
 HV4393'RIVER, 405.0 FEET EAST OF A POINT DIRECTLY UNDERNEATH THE EAST EDGE
 HV4393'OF THE FRANCIS SCOTT KEY BRIDGE, 35.0 FEET SOUTH OF THE SOUTH BANK
 HV4393'OF THE POTOMAC RIVER, 29.0 FEET SOUTH OF THE EXTENSION TO THE EAST
 HV4393'OF THE LINE OF THE SOUTH FACE OF THE FIRST PIER NORTH OF THE SOUTH
 HV4393'ABUTMENT OF THE BRIDGE, 29.5 FEET NORTHEAST OF THE TRIANGULATION
 HV4393'STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 HV4393'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4394 ***********************************************************************
 HV4394  DESIGNATION -  DC VA BOUNDARY MK 5 RM 1
 HV4394  PID         -  HV4394
 HV4394  STATE/COUNTY-  VA/ARLINGTON
 HV4394  USGS QUAD   -  WASHINGTON WEST (1983)
 HV4394
 HV4394                         *CURRENT SURVEY CONTROL
 HV4394  ___________________________________________________________________
 HV4394* NAD 83(1986)-  38 54 01.     (N)    077 04 09.     (W)     SCALED    
 HV4394* NAVD 88     -         1.507  (meters)       4.94   (feet)  ADJUSTED  
 HV4394  ___________________________________________________________________
 HV4394  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HV4394  DYNAMIC HT  -           1.506 (meters)       4.94  (feet)  COMP
 HV4394  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 HV4394
 HV4394  VERT ORDER  -  SECOND    CLASS 0
 HV4394
 HV4394.The horizontal coordinates were scaled from a topographic map and have
 HV4394.an estimated accuracy of +/- 6 seconds.
 HV4394
 HV4394.The orthometric height was determined by differential leveling
 HV4394.and adjusted by the National Geodetic Survey in June 1991..
 HV4394
 HV4394.The geoid height was determined by GEOID03.
 HV4394
 HV4394.The dynamic height is computed by dividing the NAVD 88
 HV4394.geopotential number by the normal gravity value computed on the
 HV4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV4394.degrees latitude (g = 980.6199 gals.).
 HV4394
 HV4394.The modeled gravity was interpolated from observed gravity values.
 HV4394
 HV4394;                    North         East    Units  Estimated Accuracy
 HV4394;SPC VA N     - 2,137,900.    3,624,110.      MT  (+/- 180 meters Scaled)
 HV4394
 HV4394                          SUPERSEDED SURVEY CONTROL
 HV4394
 HV4394  NGVD 29 (??/??/??)    1.740  (m)            5.71   (f) ADJUSTED    2 0
 HV4394
 HV4394.Superseded values are not recommended for survey control.
 HV4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4394.See file dsdata.txt to determine how the superseded data were derived.
 HV4394
 HV4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ205077(NAD 83)
 HV4394_MARKER: DR = REFERENCE MARK DISK
 HV4394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV4394_STAMPING: DCVA BOUNDARY WITNESS MARK NO 5 NO 2 1946
 HV4394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4394+STABILITY: SURFACE MOTION
 HV4394
 HV4394  HISTORY     - Date     Condition        Report By
 HV4394  HISTORY     - 1946     MONUMENTED       CGS
 HV4394
 HV4394                          STATION DESCRIPTION
 HV4394
 HV4394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV4394'AT ROSSLYN.
 HV4394'AT ROSSLYN, NEAR THE UPSTREAM JUNCTION OF POTOMAC RIVER AND LITTLE
 HV4394'RIVER, 381.0 FEET EAST OF A POINT DIRECTLY UNDERNEATH THE EAST
 HV4394'EDGE OF THE FRANCIS SCOTT KEY BRIDGE, 32.5 FEET SOUTH OF THE SOUTH
 HV4394'BANK OF THE POTOMAC RIVER, 20.0 FEET SOUTH OF THE EXTENION TO THE EAST
 HV4394'OF THE SOUTH FACE OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT OF THE
 HV4394'BRIDGE, 32.2 FEET NORTH OF THE TRIANGULATION STATION, 38.4 FEET SOUTH-
 HV4394'EAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO CONCRETE FOUND-
 HV4394'ATIONS FOR WOODEN ANCHOR BEAMS AT FUEL LOADING DOCK, SET IN THE TOP
 HV4394'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1697 ***********************************************************************
 HV1697  DESIGNATION -  DC VA BOUNDARY MK 6 RM 2
 HV1697  PID         -  HV1697
 HV1697  STATE/COUNTY-  VA/ARLINGTON
 HV1697  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1697
 HV1697                         *CURRENT SURVEY CONTROL
 HV1697  ___________________________________________________________________
 HV1697* NAD 83(1986)-  38 53 19.     (N)    077 03 52.     (W)     SCALED    
 HV1697* NAVD 88     -        10.506  (meters)      34.47   (feet)  ADJUSTED  
 HV1697  ___________________________________________________________________
 HV1697  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV1697  DYNAMIC HT  -          10.500 (meters)      34.45  (feet)  COMP
 HV1697  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 HV1697
 HV1697  VERT ORDER  -  FIRST     CLASS II
 HV1697
 HV1697.The horizontal coordinates were scaled from a topographic map and have
 HV1697.an estimated accuracy of +/- 6 seconds.
 HV1697
 HV1697.The orthometric height was determined by differential leveling
 HV1697.and adjusted by the National Geodetic Survey in June 1991..
 HV1697
 HV1697.The geoid height was determined by GEOID03.
 HV1697
 HV1697.The dynamic height is computed by dividing the NAVD 88
 HV1697.geopotential number by the normal gravity value computed on the
 HV1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1697.degrees latitude (g = 980.6199 gals.).
 HV1697
 HV1697.The modeled gravity was interpolated from observed gravity values.
 HV1697
 HV1697;                    North         East    Units  Estimated Accuracy
 HV1697;SPC VA N     - 2,136,610.    3,624,540.      MT  (+/- 180 meters Scaled)
 HV1697
 HV1697                          SUPERSEDED SURVEY CONTROL
 HV1697
 HV1697  NGVD 29 (08/12/92)   10.745  (m)           35.25   (f) ADJUSTED    1 2
 HV1697
 HV1697.Superseded values are not recommended for survey control.
 HV1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1697.See file dsdata.txt to determine how the superseded data were derived.
 HV1697
 HV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ209064(NAD 83)
 HV1697_MARKER: DR = REFERENCE MARK DISK
 HV1697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV1697_SP_SET: SIDEWALK
 HV1697_STAMPING: DCVA BOUNDARY MARK NO 2 1946 WITNESS
 HV1697_MARK LOGO: CGS   
 HV1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1697+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 HV1697
 HV1697  HISTORY     - Date     Condition        Report By
 HV1697  HISTORY     - 1946     MONUMENTED       CGS
 HV1697  HISTORY     - 1949     GOOD             CGS
 HV1697  HISTORY     - 19920512 GOOD             NGS
 HV1697  HISTORY     - 20020804 GOOD             GEOCAC
 HV1697
 HV1697                          STATION DESCRIPTION
 HV1697
 HV1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1697'0.9 MI SE FROM ROSSLYN.
 HV1697'0.9 MILE SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1697'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN,
 HV1697'APPROXIMATELY 300.0 FEET SOUTH OF THE JUNCTION OF LITTLE RIVER
 HV1697'AND BOUNDARY CHANNEL, AT THE LEE BOULEVARD (U.S. HIGHWAY 50)
 HV1697'BRIDGE OVER BOUNDARY CHANNEL, 33.1 FEET EAST OF THE WEST END
 HV1697'OF THE BRIDGE, 0.6 FOOT NORTH OF THE NORTH FACE OF THE 3-FOOT
 HV1697'STONE GUARD-RAIL ALONG THE SOUTH SIDE OF THE BRIDGE, 5.4 FEET
 HV1697'SOUTHEAST OF THE SOUTHEAST CORNER OF SQUARE IRON ELECTRIC CABLE
 HV1697'CONTROL BOX IN THE SIDEWALK, SET IN THE BRIDGE SIDEWALK.
 HV1697
 HV1697                          STATION RECOVERY (1949)
 HV1697
 HV1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1697'RECOVERED IN GOOD CONDITION.
 HV1697
 HV1697                          STATION RECOVERY (1992)
 HV1697
 HV1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV1697'0.7 KM (0.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM THE
 HV1697'SOUTHWEST END OF THE MEMORIAL BRIDGE IN ARLINGTON, IN THE NORTHWEST
 HV1697'END OF THE SOUTHWEST SIDEWALK OF THE NORTHBOUND HIGHWAY BRIDGE
 HV1697'SPANNING THE BOUNDARY CHANNEL, 26.1 M (85.6 FT) SOUTHWEST OF THE
 HV1697'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT)
 HV1697'SOUTHEAST OF THE NORTHWEST END OF THE SIDEWALK, AND LEVEL WITH THE
 HV1697'HIGHWAY.
 HV1697
 HV1697                          STATION RECOVERY (2002)
 HV1697
 HV1697'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7765 ***********************************************************************
 HV7765  DESIGNATION -  DC VA BOUNDARY MK 6 RM 1
 HV7765  PID         -  HV7765
 HV7765  STATE/COUNTY-  VA/ARLINGTON
 HV7765  USGS QUAD   -  WASHINGTON WEST (1983)
 HV7765
 HV7765                         *CURRENT SURVEY CONTROL
 HV7765  ___________________________________________________________________
 HV7765* NAD 83(1986)-  38 53 19.     (N)    077 03 52.     (W)     SCALED    
 HV7765* NAVD 88     -        10.457  (meters)      34.31   (feet)  ADJUSTED  
 HV7765  ___________________________________________________________________
 HV7765  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV7765  DYNAMIC HT  -          10.451 (meters)      34.29  (feet)  COMP
 HV7765  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 HV7765
 HV7765  VERT ORDER  -  FIRST     CLASS II
 HV7765
 HV7765.The horizontal coordinates were scaled from a topographic map and have
 HV7765.an estimated accuracy of +/- 6 seconds.
 HV7765
 HV7765.The orthometric height was determined by differential leveling
 HV7765.and adjusted by the National Geodetic Survey in February 1993..
 HV7765
 HV7765.The geoid height was determined by GEOID03.
 HV7765
 HV7765.The dynamic height is computed by dividing the NAVD 88
 HV7765.geopotential number by the normal gravity value computed on the
 HV7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7765.degrees latitude (g = 980.6199 gals.).
 HV7765
 HV7765.The modeled gravity was interpolated from observed gravity values.
 HV7765
 HV7765;                    North         East    Units  Estimated Accuracy
 HV7765;SPC VA N     - 2,136,610.    3,624,540.      MT  (+/- 180 meters Scaled)
 HV7765
 HV7765                          SUPERSEDED SURVEY CONTROL
 HV7765
 HV7765  NAVD 88 (06/15/91)   10.454  (m)           34.30   (f) UNKNOWN     1 2
 HV7765  NGVD 29 (08/12/92)   10.696  (m)           35.09   (f) ADJUSTED    1 2
 HV7765
 HV7765.Superseded values are not recommended for survey control.
 HV7765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7765.See file dsdata.txt to determine how the superseded data were derived.
 HV7765
 HV7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ209064(NAD 83)
 HV7765_MARKER: DR = REFERENCE MARK DISK
 HV7765_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV7765_SP_SET: SIDEWALK
 HV7765_STAMPING: DCVA BOUNDARY MARK NO 1 1946 WITNESS
 HV7765_MARK LOGO: CGS   
 HV7765_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV7765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV7765+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2002
 HV7765
 HV7765  HISTORY     - Date     Condition        Report By
 HV7765  HISTORY     - 1946     MONUMENTED       CGS
 HV7765  HISTORY     - 19920512 GOOD             NGS
 HV7765  HISTORY     - 20020804 GOOD             GEOCAC
 HV7765
 HV7765                          STATION DESCRIPTION
 HV7765
 HV7765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV7765'0.9 MI SE FROM ROSSLYN.
 HV7765'0.9 MILE SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV7765'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN,
 HV7765'APPROXIMATELY 300.0 FEET SOUTH OF THE JUNCTION OF LITTLE RIVER
 HV7765'AND BOUNDARY CHANNEL, AT THE LEE BOULEVARD (U.S. HIGHWAY 50)
 HV7765'BRIDGE OVER BOUNDARY CHANNEL, 33.1 FEET EAST OF THE WEST END
 HV7765'OF THE BRIDGE, 0.6 FOOT NORTH OF THE NORTH FACE OF THE 3-FOOT
 HV7765'STONE GUARD-RAIL ALONG THE SOUTH SIDE OF THE BRIDGE, 5.4 FEET
 HV7765'SOUTHEAST OF THE SOUTHEAST CORNER OF SQUARE IRON ELECTRIC CABLE
 HV7765'CONTROL BOX IN THE SIDEWALK, SET IN THE BRIDGE SIDEWALK.
 HV7765
 HV7765                          STATION RECOVERY (1992)
 HV7765
 HV7765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV7765'0.7 KM (0.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM THE
 HV7765'SOUTHWEST END OF THE MEMORIAL BRIDGE IN ARLINGTON, IN THE NORTHWEST
 HV7765'END OF THE SOUTHWEST SIDEWALK OF THE NORTHBOUND HIGHWAY BRIDGE
 HV7765'SPANNING THE BOUNDARY CHANNEL, 26.1 M (85.6 FT) SOUTHWEST OF THE
 HV7765'CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT)
 HV7765'SOUTHEAST OF THE NORTHWEST END OF THE SIDEWALK, AND LEVEL WITH THE
 HV7765'HIGHWAY.
 HV7765
 HV7765                          STATION RECOVERY (2002)
 HV7765
 HV7765'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 HV7765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1691 ***********************************************************************
 HV1691  DESIGNATION -  DC VA BOUNDARY MK 8 RM 1
 HV1691  PID         -  HV1691
 HV1691  STATE/COUNTY-  VA/ARLINGTON
 HV1691  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1691
 HV1691                         *CURRENT SURVEY CONTROL
 HV1691  ___________________________________________________________________
 HV1691* NAD 83(1986)-  38 52 31.     (N)    077 02 45.     (W)     SCALED    
 HV1691* NAVD 88     -         2.063  (meters)       6.77   (feet)  ADJUSTED  
 HV1691  ___________________________________________________________________
 HV1691  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV1691  DYNAMIC HT  -           2.062 (meters)       6.77  (feet)  COMP
 HV1691  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 HV1691
 HV1691  VERT ORDER  -  SECOND    CLASS 0
 HV1691
 HV1691.The horizontal coordinates were scaled from a topographic map and have
 HV1691.an estimated accuracy of +/- 6 seconds.
 HV1691
 HV1691.The orthometric height was determined by differential leveling
 HV1691.and adjusted by the National Geodetic Survey in June 1991..
 HV1691
 HV1691.The geoid height was determined by GEOID03.
 HV1691
 HV1691.The dynamic height is computed by dividing the NAVD 88
 HV1691.geopotential number by the normal gravity value computed on the
 HV1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1691.degrees latitude (g = 980.6199 gals.).
 HV1691
 HV1691.The modeled gravity was interpolated from observed gravity values.
 HV1691
 HV1691;                    North         East    Units  Estimated Accuracy
 HV1691;SPC VA N     - 2,135,160.    3,626,180.      MT  (+/- 180 meters Scaled)
 HV1691
 HV1691                          SUPERSEDED SURVEY CONTROL
 HV1691
 HV1691  NGVD 29 (??/??/??)    2.316  (m)            7.60   (f) ADJUSTED    2 0
 HV1691
 HV1691.Superseded values are not recommended for survey control.
 HV1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1691.See file dsdata.txt to determine how the superseded data were derived.
 HV1691
 HV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ225049(NAD 83)
 HV1691_MARKER: DR = REFERENCE MARK DISK
 HV1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1691_STAMPING: DC VA BOUNDARY NO 1 1946 WITNESS
 HV1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1691+STABILITY: SURFACE MOTION
 HV1691
 HV1691  HISTORY     - Date     Condition        Report By
 HV1691  HISTORY     - 1946     MONUMENTED       CGS
 HV1691  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV1691
 HV1691                          STATION DESCRIPTION
 HV1691
 HV1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1691'2.7 MI SE FROM ROSSLYN.
 HV1691'2.7 MILES SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1691'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN, AT
 HV1691'THE MOUTH OF BOUNDARY CHANNEL, ACROSS BOUNDARY CHANNEL FROM
 HV1691'THE NAVY AND MARINE MEMORIAL, 256.0 FEET NORTHEAST OF THE
 HV1691'NORTHEAST CORNER OF THE MOUNT VERNON MEMORIAL HIGHWAY BRIDGE
 HV1691'ACROSS BOUNDARY CHANNEL, 30.0 FEET SOUTH OF THE TRIANGULATION
 HV1691'STATION, 20.4 FEET WEST OF A 24-INCH TREE, 46.5 FEET SOUTHWEST OF
 HV1691'THE SOUTHWEST CURVING BANK OF THE RIVER, SET IN THE TOP OF
 HV1691'A CONCRETE POST, FLUSH WITH THE LAWN.
 HV1691
 HV1691                          STATION RECOVERY (1960)
 HV1691
 HV1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1692 ***********************************************************************
 HV1692  DESIGNATION -  DC VA BOUNDARY MK 8 RM 2
 HV1692  PID         -  HV1692
 HV1692  STATE/COUNTY-  VA/ARLINGTON
 HV1692  USGS QUAD   -  WASHINGTON WEST (1983)
 HV1692
 HV1692                         *CURRENT SURVEY CONTROL
 HV1692  ___________________________________________________________________
 HV1692* NAD 83(1986)-  38 52 32.     (N)    077 02 45.     (W)     SCALED    
 HV1692* NAVD 88     -         1.326  (meters)       4.35   (feet)  ADJUSTED  
 HV1692  ___________________________________________________________________
 HV1692  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV1692  DYNAMIC HT  -           1.325 (meters)       4.35  (feet)  COMP
 HV1692  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 HV1692
 HV1692  VERT ORDER  -  SECOND    CLASS 0
 HV1692
 HV1692.The horizontal coordinates were scaled from a topographic map and have
 HV1692.an estimated accuracy of +/- 6 seconds.
 HV1692
 HV1692.The orthometric height was determined by differential leveling
 HV1692.and adjusted by the National Geodetic Survey in June 1991..
 HV1692
 HV1692.The geoid height was determined by GEOID03.
 HV1692
 HV1692.The dynamic height is computed by dividing the NAVD 88
 HV1692.geopotential number by the normal gravity value computed on the
 HV1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1692.degrees latitude (g = 980.6199 gals.).
 HV1692
 HV1692.The modeled gravity was interpolated from observed gravity values.
 HV1692
 HV1692;                    North         East    Units  Estimated Accuracy
 HV1692;SPC VA N     - 2,135,190.    3,626,180.      MT  (+/- 180 meters Scaled)
 HV1692
 HV1692                          SUPERSEDED SURVEY CONTROL
 HV1692
 HV1692  NGVD 29 (??/??/??)    1.578  (m)            5.18   (f) ADJUSTED    2 0
 HV1692
 HV1692.Superseded values are not recommended for survey control.
 HV1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1692.See file dsdata.txt to determine how the superseded data were derived.
 HV1692
 HV1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ225049(NAD 83)
 HV1692_MARKER: DR = REFERENCE MARK DISK
 HV1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1692_STAMPING: DC VA BOUNDARY NO 2 1946 WITNESS
 HV1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1692+STABILITY: SURFACE MOTION
 HV1692
 HV1692  HISTORY     - Date     Condition        Report By
 HV1692  HISTORY     - 1946     MONUMENTED       CGS
 HV1692  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV1692
 HV1692                          STATION DESCRIPTION
 HV1692
 HV1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1692'2.7 MI SE FROM ROSSLYN.
 HV1692'2.7 MILES SOUTHEAST (DOWNSTREAM) ALONG THE POTOMAC RIVER FROM
 HV1692'THE SOUTH END OF THE FRANCIS SCOTT KEY BRIDGE AT ROSSLYN, AT
 HV1692'THE MOUTH OF BOUNDARY CHANNEL, ACROSS BOUNDARY CHANNEL FROM
 HV1692'THE NAVY AND MARINE MEMORIAL, 253.0 FEET NORTHEAST OF THE
 HV1692'NORTHEAST CORNER OF THE MOUNT VERNON MEMORIAL HIGHWAY BRIDGE
 HV1692'OVER BOUNDARY CHANNEL, 38.2 FEET WEST OF THE TRIANGULATION
 HV1692'STATION, 6.0 FEET SOUTHWEST OF THE SOUTHWEST CURVING BANK OF THE
 HV1692'RIVER, 36.0 FEET NORTH OF A 24-INCH TREE, SET IN THE TOP OF A
 HV1692'CONCRETE POST, FLUSH WITH THE LAWN.
 HV1692
 HV1692                          STATION RECOVERY (1960)
 HV1692
 HV1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1688 ***********************************************************************
 HV1688  DESIGNATION -  DC VA BOUNDARY MK 9 RM 1
 HV1688  PID         -  HV1688
 HV1688  STATE/COUNTY-  VA/ARLINGTON
 HV1688  USGS QUAD   -  ALEXANDRIA (1994)
 HV1688
 HV1688                         *CURRENT SURVEY CONTROL
 HV1688  ___________________________________________________________________
 HV1688* NAD 83(1986)-  38 51 52.     (N)    077 02 24.     (W)     SCALED    
 HV1688* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 HV1688  ___________________________________________________________________
 HV1688  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV1688  DYNAMIC HT  -           1.499 (meters)       4.92  (feet)  COMP
 HV1688  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 HV1688
 HV1688  VERT ORDER  -  SECOND    CLASS 0
 HV1688
 HV1688.The horizontal coordinates were scaled from a topographic map and have
 HV1688.an estimated accuracy of +/- 6 seconds.
 HV1688
 HV1688.The orthometric height was determined by differential leveling
 HV1688.and adjusted by the National Geodetic Survey in June 1991..
 HV1688
 HV1688.The geoid height was determined by GEOID03.
 HV1688
 HV1688.The dynamic height is computed by dividing the NAVD 88
 HV1688.geopotential number by the normal gravity value computed on the
 HV1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1688.degrees latitude (g = 980.6199 gals.).
 HV1688
 HV1688.The modeled gravity was interpolated from observed gravity values.
 HV1688
 HV1688;                    North         East    Units  Estimated Accuracy
 HV1688;SPC VA N     - 2,133,960.    3,626,710.      MT  (+/- 180 meters Scaled)
 HV1688
 HV1688                          SUPERSEDED SURVEY CONTROL
 HV1688
 HV1688  NGVD 29 (??/??/??)    1.758  (m)            5.77   (f) ADJUSTED    2 0
 HV1688
 HV1688.Superseded values are not recommended for survey control.
 HV1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1688.See file dsdata.txt to determine how the superseded data were derived.
 HV1688
 HV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ230037(NAD 83)
 HV1688_MARKER: DR = REFERENCE MARK DISK
 HV1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1688_STAMPING: DC VA BOUNDARY WITNESS NO 1 1946
 HV1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1688+STABILITY: SURFACE MOTION
 HV1688
 HV1688  HISTORY     - Date     Condition        Report By
 HV1688  HISTORY     - 1946     MONUMENTED       CGS
 HV1688  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1688
 HV1688                          STATION DESCRIPTION
 HV1688
 HV1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1688'4.4 MI N FROM ALEXANDRIA.
 HV1688'IN ARLINGTON COUNTY, 4.4 MILES NORTH ALONG THE MOUNT VERNON
 HV1688'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.1 MILE
 HV1688'EAST OF THE HIGHWAY, ON THE BANK OF POTOMAC RIVER, NORTH ACROSS
 HV1688'A SMALL BAY FROM WASHINGTON NATIONAL AIRPORT, OPPOSITE A WATERFOWL
 HV1688'SANCTUARY ON THE WEST SIDE OF THE HIGHWAY, 36.2 FEET EAST OF
 HV1688'THE EAST CORNER OF A 27- BY 75-FOOT CONCRETE PLATFORM WHICH IS
 HV1688'FLUSH WITH THE GROUND, 26 FEET SOUTHWEST OF THE SITE OF THE
 HV1688'DESTROYED BOUNDARY MARK, AND 16 FEET NORTHWEST OF THE NORTHWEST
 HV1688'CURVING BANK OF THE RIVER.  A STANDARD REFERENCE-MARK DISK,
 HV1688'STAMPED DC VA BOUNDARY WITNESS NO 1 1946 AND SET IN THE TOP OF
 HV1688'A CONCRETE POST FLUSH WITH THE GROUND.
 HV1688
 HV1688                          STATION RECOVERY (1949)
 HV1688
 HV1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1689 ***********************************************************************
 HV1689  DESIGNATION -  DC VA BOUNDARY MK 9 RM 2
 HV1689  PID         -  HV1689
 HV1689  STATE/COUNTY-  VA/ARLINGTON
 HV1689  USGS QUAD   -  ALEXANDRIA (1994)
 HV1689
 HV1689                         *CURRENT SURVEY CONTROL
 HV1689  ___________________________________________________________________
 HV1689* NAD 83(1986)-  38 51 52.     (N)    077 02 24.     (W)     SCALED    
 HV1689* NAVD 88     -         1.417  (meters)       4.65   (feet)  ADJUSTED  
 HV1689  ___________________________________________________________________
 HV1689  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV1689  DYNAMIC HT  -           1.417 (meters)       4.65  (feet)  COMP
 HV1689  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 HV1689
 HV1689  VERT ORDER  -  SECOND    CLASS 0
 HV1689
 HV1689.The horizontal coordinates were scaled from a topographic map and have
 HV1689.an estimated accuracy of +/- 6 seconds.
 HV1689
 HV1689.The orthometric height was determined by differential leveling
 HV1689.and adjusted by the National Geodetic Survey in June 1991..
 HV1689
 HV1689.The geoid height was determined by GEOID03.
 HV1689
 HV1689.The dynamic height is computed by dividing the NAVD 88
 HV1689.geopotential number by the normal gravity value computed on the
 HV1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1689.degrees latitude (g = 980.6199 gals.).
 HV1689
 HV1689.The modeled gravity was interpolated from observed gravity values.
 HV1689
 HV1689;                    North         East    Units  Estimated Accuracy
 HV1689;SPC VA N     - 2,133,960.    3,626,710.      MT  (+/- 180 meters Scaled)
 HV1689
 HV1689                          SUPERSEDED SURVEY CONTROL
 HV1689
 HV1689  NGVD 29 (??/??/??)    1.675  (m)            5.50   (f) ADJUSTED    2 0
 HV1689
 HV1689.Superseded values are not recommended for survey control.
 HV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1689.See file dsdata.txt to determine how the superseded data were derived.
 HV1689
 HV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ230037(NAD 83)
 HV1689_MARKER: DR = REFERENCE MARK DISK
 HV1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1689_STAMPING: DC VA BOUNDARY WITNESS NO 2 1946
 HV1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1689+STABILITY: SURFACE MOTION
 HV1689
 HV1689  HISTORY     - Date     Condition        Report By
 HV1689  HISTORY     - 1946     MONUMENTED       CGS
 HV1689  HISTORY     - 1949     MARK NOT FOUND   CGS
 HV1689
 HV1689                          STATION DESCRIPTION
 HV1689
 HV1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HV1689'4.4 MI N FROM ALEXANDRIA.
 HV1689'36.8 FEET NORTH OF REFERENCE MARK 1 D.C.-VA. BOUNDARY MARK 9
 HV1689'DESCRIBED ABOVE, 23.3 FEET NORTHWEST OF THE SITE OF THE DESTROYED
 HV1689'BOUNDARY MARK, 105 FEET EAST-NORTHEAST OF THE NORTH CORNER
 HV1689'OF THE CONCRETE PLATFORM, AND 53.5 FEET NORTHEAST OF THE EAST
 HV1689'CORNER OF THE PLATFORM.  A STANDARD REFERENCE-MARK DISK, STAMPED
 HV1689'DC VA BOUNDARY WITNESS NO 2 1946 AND SET IN THE TOP OF A CONCRETE
 HV1689'POST FLUSH WITH THE GROUND.  NOTE-- FOR DESCR SEE STA. DC-VA
 HV1689'BDRY MK 9 RM 1.
 HV1689
 HV1689                          STATION RECOVERY (1949)
 HV1689
 HV1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9217 ***********************************************************************
 DF9217  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9217  DESIGNATION -  DC WAAS 1 CORS ARP
 DF9217  CORS_ID     -  ZDC1
 DF9217  PID         -  DF9217
 DF9217  STATE/COUNTY-  VA/LOUDOUN
 DF9217  USGS QUAD   -  LEESBURG (1994)
 DF9217
 DF9217                         *CURRENT SURVEY CONTROL
 DF9217  ___________________________________________________________________
 DF9217* NAD 83(CORS)-  39 06 05.71496(N)    077 32 33.86748(W)     ADJUSTED  
 DF9217* NAVD 88     -                                                        
 DF9217  ___________________________________________________________________
 DF9217  EPOCH DATE  -        2002.00
 DF9217  X           -   1,069,126.500 (meters)                     COMP
 DF9217  Y           -  -4,839,600.092 (meters)                     COMP
 DF9217  Z           -   4,001,126.310 (meters)                     COMP
 DF9217  ELLIP HEIGHT-          80.90  (meters)          (12/??/03) GPS OBS
 DF9217  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF9217
 DF9217  HORZ ORDER  -  SPECIAL (CORS)
 DF9217  ELLP ORDER  -  SPECIAL (CORS)
 DF9217
 DF9217.ITRF positions are available for this station.
 DF9217.The coordinates were established by GPS observations
 DF9217.and adjusted by the National Geodetic Survey in December 2003..
 DF9217.The coordinates are valid at the epoch date displayed above.
 DF9217.The epoch date for horizontal control is a decimal equivalence
 DF9217.of Year/Month/Day.
 DF9217
 DF9217
 DF9217.The PID for the CORS L1 Phase Center is DF9218.
 DF9217
 DF9217.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9217
 DF9217.The ellipsoidal height was determined by GPS observations
 DF9217.and is referenced to NAD 83.
 DF9217
 DF9217.The geoid height was determined by GEOID03.
 DF9217
 DF9217;                    North         East     Units Scale Factor Converg.
 DF9217;SPC VA N     - 2,159,710.556 3,582,802.375   MT  0.99998402   +0 35 50.8
 DF9217;SPC VA N     - 7,085,650.38 11,754,577.46   sFT  0.99998402   +0 35 50.8
 DF9217
 DF9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9217!SPC VA N     -   0.99998731  x   0.99998402  =   0.99997133
 DF9217
 DF9217                          SUPERSEDED SURVEY CONTROL
 DF9217
 DF9217.No superseded survey control is available for this station.
 DF9217
 DF9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8012031128(NAD 83)
 DF9217_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9217
 DF9217                          STATION DESCRIPTION
 DF9217
 DF9217'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF9217'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9217'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9217'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9217'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9217'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9218 ***********************************************************************
 DF9218  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9218  DESIGNATION -  DC WAAS 1 CORS L1 PHASE CENTER
 DF9218  CORS_ID     -  ZDC1
 DF9218  PID         -  DF9218
 DF9218  STATE/COUNTY-  VA/LOUDOUN
 DF9218  USGS QUAD   -  LEESBURG (1994)
 DF9218
 DF9218                         *CURRENT SURVEY CONTROL
 DF9218  ___________________________________________________________________
 DF9218* NAD 83(CORS)-  39 06 05.71489(N)    077 32 33.86747(W)     ADJUSTED  
 DF9218* NAVD 88     -                                                        
 DF9218  ___________________________________________________________________
 DF9218  EPOCH DATE  -        2002.00
 DF9218  X           -   1,069,126.566 (meters)                     COMP
 DF9218  Y           -  -4,839,600.389 (meters)                     COMP
 DF9218  Z           -   4,001,126.555 (meters)                     COMP
 DF9218  ELLIP HEIGHT-          81.29  (meters)          (12/??/03) GPS OBS
 DF9218  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF9218
 DF9218  HORZ ORDER  -  SPECIAL (CORS)
 DF9218  ELLP ORDER  -  SPECIAL (CORS)
 DF9218
 DF9218.ITRF positions are available for this station.
 DF9218.The coordinates were established by GPS observations
 DF9218.and adjusted by the National Geodetic Survey in December 2003..
 DF9218.The coordinates are valid at the epoch date displayed above.
 DF9218.The epoch date for horizontal control is a decimal equivalence
 DF9218.of Year/Month/Day.
 DF9218
 DF9218
 DF9218.The PID for the CORS ARP is DF9217.
 DF9218
 DF9218.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9218
 DF9218.The ellipsoidal height was determined by GPS observations
 DF9218.and is referenced to NAD 83.
 DF9218
 DF9218.The geoid height was determined by GEOID03.
 DF9218
 DF9218;                    North         East     Units Scale Factor Converg.
 DF9218;SPC VA N     - 2,159,710.554 3,582,802.376   MT  0.99998402   +0 35 50.8
 DF9218;SPC VA N     - 7,085,650.38 11,754,577.46   sFT  0.99998402   +0 35 50.8
 DF9218
 DF9218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9218!SPC VA N     -   0.99998725  x   0.99998402  =   0.99997127
 DF9218
 DF9218                          SUPERSEDED SURVEY CONTROL
 DF9218
 DF9218.No superseded survey control is available for this station.
 DF9218
 DF9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8012031128(NAD 83)
 DF9218_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9218
 DF9218                          STATION DESCRIPTION
 DF9218
 DF9218'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9218'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9218'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9218'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9218'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9218'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2152 ***********************************************************************
 AA2152  DESIGNATION -  DC WEST CORNER STONE
 AA2152  PID         -  AA2152
 AA2152  STATE/COUNTY-  VA/ARLINGTON
 AA2152  USGS QUAD   -  FALLS CHURCH (1994)
 AA2152
 AA2152                         *CURRENT SURVEY CONTROL
 AA2152  ___________________________________________________________________
 AA2152* NAD 83(1986)-  38 53 36.     (N)    077 10 20.     (W)     SCALED    
 AA2152* NAVD 88     -       104.453  (meters)     342.69   (feet)  ADJUSTED  
 AA2152  ___________________________________________________________________
 AA2152  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AA2152  DYNAMIC HT  -         104.396 (meters)     342.51  (feet)  COMP
 AA2152  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 AA2152
 AA2152  VERT ORDER  -  THIRD
 AA2152
 AA2152.The horizontal coordinates were scaled from a topographic map and have
 AA2152.an estimated accuracy of +/- 6 seconds.
 AA2152
 AA2152.The orthometric height was determined by differential leveling
 AA2152.and adjusted by the National Geodetic Survey in September 2004..
 AA2152.No vertical observational check was made to the station.
 AA2152
 AA2152.The geoid height was determined by GEOID03.
 AA2152
 AA2152.The dynamic height is computed by dividing the NAVD 88
 AA2152.geopotential number by the normal gravity value computed on the
 AA2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2152.degrees latitude (g = 980.6199 gals.).
 AA2152
 AA2152.The modeled gravity was interpolated from observed gravity values.
 AA2152
 AA2152;                    North         East    Units  Estimated Accuracy
 AA2152;SPC VA N     - 2,136,990.    3,615,180.      MT  (+/- 180 meters Scaled)
 AA2152
 AA2152                          SUPERSEDED SURVEY CONTROL
 AA2152
 AA2152.No superseded survey control is available for this station.
 AA2152
 AA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ116071(NAD 83)
 AA2152_MARKER: V = STONE MONUMENT
 AA2152_SETTING: 0 = UNSPECIFIED SETTING
 AA2152_MARK LOGO: NONE  
 AA2152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2152+STABILITY: SURFACE MOTION
 AA2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2152+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 AA2152
 AA2152  HISTORY     - Date     Condition        Report By
 AA2152  HISTORY     - 1884     MONUMENTED       CGS
 AA2152  HISTORY     - 1940     SEE DESCRIPTION  CGS
 AA2152  HISTORY     - 19940301 GOOD             GEOMET
 AA2152
 AA2152                          STATION DESCRIPTION
 AA2152
 AA2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (CHS)
 AA2152'STATION IS ON LAND OF MR. DE PUTMYN, 100 YARDS S OF HOUSE IN
 AA2152'EDGE OF SMALL GROWTH AND MEADOW.  STONE IS BROKEN, BUT STANDS
 AA2152'ERECT, 2 FEET OUT OF GROUND, WAS ORIGINALLY 12 BY 12 INCHES AT
 AA2152'TOP.  THE BROKEN PIECE IS STILL THERE.  TO REACH IT TAKE ROAD
 AA2152'FROM WASHINGTON TO FALLS CHURCH AND THERE GO N 3/4 MILE.
 AA2152
 AA2152                          STATION RECOVERY (1940)
 AA2152
 AA2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (TMP)
 AA2152'STATION RECOVERED.  THE STONE IS LIKE THE OTHER MONUMENTS OF
 AA2152'ITS KIND.  IT IS NOT PROTECTED BY ANY ENCLOSURE, HOWEVER, AND
 AA2152'IS ALMOST COMPLETELY SURROUNDED BY THE ROOTS OF A 36-INCH
 AA2152'TREE AT THE FOOT OF WHICH THE MARK IS LOCATED.  THE STONE IS ALSO
 AA2152'BADLY CHIPPED ON ITS W CORNER.  THE MARK IS 67 STEPS S OF AN E
 AA2152'AND W ROAD AND 38 STEPS W OF A N AND S ROAD.  IT EXTENDS ABOUT
 AA2152'2 FEET ABOVE THE SURFACE.
 AA2152
 AA2152                          STATION RECOVERY (1994)
 AA2152
 AA2152'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2152'THE STATION IS LOCATED ON THE FAIRFAX/ARLINGTON COUNTY LINE AT THE
 AA2152'WEST CORNER OF THE ORIGINAL 10 MILE (16.1 KM) SQUARE FOR THE DISTRICT
 AA2152'OF COLUMBIA. TO REACH THE STATION FROM THE INTERSECTION OF NORTH
 AA2152'WASHINGTON STREET (ROUTE 29) AND BROAD STREET (ROUTE 7) PROCEED
 AA2152'NORTHEAST ALONG NORTH WASHINGTON STREET 0.2 MILE (0.3 KM) TO ITS
 AA2152'INTERSECTION WITH GREAT FALLS STREET.  TURN LEFT AND PROCEED NORTHWEST
 AA2152'ALONG GREAT FALLS STREET 0.8 MILE (1.3 KM) TO ITS INTERSECTION WITH
 AA2152'WEST STREET.  TURN RIGHT AND PROCEED EAST ALONG WEST STREET 0.2 MILE
 AA2152'(0.3 KM) TO ITS INTERSECTION WITH MERIDIAN STREET.  TURN RIGHT AND
 AA2152'PROCEED SOUTH ALONG MERIDIAN STREET 0.1 MILE (0.2 KM) TO THE STATION
 AA2152'ON THE RIGHT. THE STATION IS THE TOP AND CENTER OF THE ORIGINAL WEST
 AA2152'BOUNDARY STONE FOR THE ORIGINAL 10 MILE (16.1 KM) SQUARE FOR THE
 AA2152'DISTRICT OF COLUMBIA IN THE PARK AREA.  NO TIES ARE NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7615 ***********************************************************************
 AI7615  DESIGNATION -  DCA 00 05
 AI7615  PID         -  AI7615
 AI7615  STATE/COUNTY-  VA/ARLINGTON
 AI7615  USGS QUAD   -  ALEXANDRIA (1994)
 AI7615
 AI7615                         *CURRENT SURVEY CONTROL
 AI7615  ___________________________________________________________________
 AI7615* NAD 83(1986)-  38 51 34.     (N)    077 02 44.     (W)     SCALED    
 AI7615* NAVD 88     -         5.228  (meters)      17.15   (feet)  ADJUSTED  
 AI7615  ___________________________________________________________________
 AI7615  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 AI7615  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 AI7615  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 AI7615
 AI7615  VERT ORDER  -  FIRST     CLASS II
 AI7615
 AI7615.The horizontal coordinates were scaled from a topographic map and have
 AI7615.an estimated accuracy of +/- 6 seconds.
 AI7615
 AI7615.The orthometric height was determined by differential leveling
 AI7615.and adjusted by the National Geodetic Survey in November 2000..
 AI7615.No vertical observational check was made to the station.
 AI7615
 AI7615.The geoid height was determined by GEOID03.
 AI7615
 AI7615.The dynamic height is computed by dividing the NAVD 88
 AI7615.geopotential number by the normal gravity value computed on the
 AI7615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7615.degrees latitude (g = 980.6199 gals.).
 AI7615
 AI7615.The modeled gravity was interpolated from observed gravity values.
 AI7615
 AI7615;                    North         East    Units  Estimated Accuracy
 AI7615;SPC VA N     - 2,133,400.    3,626,230.      MT  (+/- 180 meters Scaled)
 AI7615
 AI7615                          SUPERSEDED SURVEY CONTROL
 AI7615
 AI7615.No superseded survey control is available for this station.
 AI7615
 AI7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ225031(NAD 83)
 AI7615_MARKER: DD = SURVEY DISK
 AI7615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7615_STAMPING: DCA-00-05
 AI7615_MARK LOGO: RICE  
 AI7615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7615+STABILITY: SURFACE MOTION
 AI7615
 AI7615  HISTORY     - Date     Condition        Report By
 AI7615  HISTORY     - UNK      MONUMENTED       RICE
 AI7615  HISTORY     - 20000801 GOOD             NGS
 AI7615
 AI7615                          STATION DESCRIPTION
 AI7615
 AI7615'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 AI7615'AT THE RONALD REAGAN WASHINGTON NATIONAL AIRPORT, AT BUILDING NO 12 AT
 AI7615'NORTHWEST END OF AIRPORT AND MARK IS AT WEST SIDE OF BUILDING.  8.0
 AI7615'FEET (2.4 M) SOUTH OF A LIGHT POLE SUPPORTED BY A 10 FOOT (3.0 M) 10
 AI7615'INCH CONCRETE FOUNDATION, 10.8 FEET (3.3 M) WEST OF WEST SIDE OF
 AI7615'BUILDING NO 12, 4.3 FEET (1.3 M) NORTHEAST OF A TREE, 22.0 FEET (6.7
 AI7615'M) EAST OF CENTERLINE OF BLACKTOP ROAD LEADING TO A PARKING LOT K.
 AI7615'2.0 FEET (0.6 M) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3151 ***********************************************************************
 AI3151  SACS        -  This is a Secondary Airport Control Station.
 AI3151  DESIGNATION -  DCA A
 AI3151  PID         -  AI3151
 AI3151  STATE/COUNTY-  VA/ARLINGTON
 AI3151  USGS QUAD   -  ALEXANDRIA (1994)
 AI3151
 AI3151                         *CURRENT SURVEY CONTROL
 AI3151  ___________________________________________________________________
 AI3151* NAD 83(1993)-  38 50 50.89127(N)    077 01 58.38695(W)     ADJUSTED  
 AI3151* NAVD 88     -         4.02   (meters)      13.2    (feet)  GPS OBS   
 AI3151  ___________________________________________________________________
 AI3151  X           -   1,116,112.141 (meters)                     COMP
 AI3151  Y           -  -4,847,103.687 (meters)                     COMP
 AI3151  Z           -   3,979,125.784 (meters)                     COMP
 AI3151  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AI3151  ELLIP HEIGHT-         -28.16  (meters)          (07/08/02) GPS OBS
 AI3151  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 AI3151
 AI3151  HORZ ORDER  -  FIRST
 AI3151  ELLP ORDER  -  THIRD     CLASS II
 AI3151
 AI3151.This mark is at Washington (NATIONAL) Airport (DCA)
 AI3151
 AI3151.The horizontal coordinates were established by GPS observations
 AI3151.and adjusted by the National Geodetic Survey in January 2000..
 AI3151
 AI3151.The orthometric height was determined by GPS observations and a
 AI3151.high-resolution geoid model.
 AI3151
 AI3151.GPS derived orthometric heights for airport stations designated as
 AI3151.PACS or SACS are published to 2 decimal places.  This maintains
 AI3151.centimeter relative accuracy between the PACS and SACS.  It does
 AI3151.not indicate centimeter accuracy relative to other marks which are
 AI3151.part of the NAVD 88 network.
 AI3151
 AI3151.Photographs are available for this station.
 AI3151
 AI3151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3151
 AI3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3151
 AI3151.The ellipsoidal height was determined by GPS observations
 AI3151.and is referenced to NAD 83.
 AI3151
 AI3151.The geoid height was determined by GEOID03.
 AI3151
 AI3151;                    North         East     Units Scale Factor Converg.
 AI3151;SPC VA N     - 2,132,086.500 3,627,352.317   MT  0.99995642   +0 54 56.3
 AI3151;SPC VA N     - 6,995,020.46 11,900,738.39   sFT  0.99995642   +0 54 56.3
 AI3151;UTM  18      - 4,301,813.910   323,583.609   MT  0.99998325   -1 16 31.6
 AI3151
 AI3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3151!SPC VA N     -   1.00000442  x   0.99995642  =   0.99996084
 AI3151!UTM  18      -   1.00000442  x   0.99998325  =   0.99998767
 AI3151
 AI3151                          SUPERSEDED SURVEY CONTROL
 AI3151
 AI3151  ELLIP H (01/07/00)  -28.09   (m)                       GP(       ) 3 2
 AI3151
 AI3151.Superseded values are not recommended for survey control.
 AI3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3151.See file dsdata.txt to determine how the superseded data were derived.
 AI3151
 AI3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2358401814(NAD 83)
 AI3151_MARKER: DT = TOPOGRAPHIC STATION DISK
 AI3151_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3151_SP_SET: VAULT BOX
 AI3151_STAMPING: DCA A 1999
 AI3151_MARK LOGO: NOS   
 AI3151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3151+STABILITY: SURFACE MOTION
 AI3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3151+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3151
 AI3151  HISTORY     - Date     Condition        Report By
 AI3151  HISTORY     - 1999     MONUMENTED       NGS
 AI3151
 AI3151                          STATION DESCRIPTION
 AI3151
 AI3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI3151'THE STATION IS LOCATED AT THE RONALD REAGAN NATIONAL AIRPORT IN
 AI3151'WASHINGTON D.C., ON THE EAST SIDE OF THE FIELD JUST NORTH OF THE ASR.
 AI3151'THIS IS A CONTROLED AIRFIELD AND PERMISSION MUST BE OBTAINED BEFORE
 AI3151'ENTERING THE AIRFIELD.  FOR ACCESS CONTACT THE AIRPORT OPERATIONS
 AI3151'OFFICER, METROPOLITAN WASHINGTON AIRPORTS AUTHORITY, RONALD REAGAN
 AI3151'NATIONAL AIRPORT, WASHINGTON D.C.  PHONE 703-419-8050. TO REACH THE
 AI3151'STATION FROM GATE A AT THE SOUTH END OF THE AIRPORT COMPLEX, PASS
 AI3151'THROUGH GATE A AND PROCEED EAST THEN NORTH ALONG THE AIRPORT PARIMETER
 AI3151'ROAD FOR 0.7 MI (1.1 KM) TO THE RADAR TOWER (ASR) ON THE RIGHT.
 AI3151'CONTINUE AHEAD NORTH ON THE PARIMETER ROAD 0.15 MI (0.24 KM) TO THE
 AI3151'STATION ON THE LEFT, SET IN THE NORTH CORNER OF A 5 X 5 FOOT (1.5 M)
 AI3151'SQUARE CONCRETE VAULT BOX, FLUSH WITH THE GROUND. LOCATED 824.5 FT
 AI3151'(251.3 M) NORTH FROM THE RADAR TOWER (ASR) , 480 FT (146.3 M) EAST
 AI3151'FROM THE ASOS, 290 FT (88.4 M) NORTHEAST FROM THE CENTERLINE OF A
 AI3151'PAVED ROAD LEADING TO THE ASOS AND 21.0 FT (6.4 M) WEST-NORTHWEST FROM
 AI3151'THE CENTERLINE OF THE PARIMETER ROAD.  THIS STATION HAS BEEN SELECTED
 AI3151'AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3819 ***********************************************************************
 AB3819  DESIGNATION -  DCA AP 1959 STA B
 AB3819  PID         -  AB3819
 AB3819  STATE/COUNTY-  VA/ARLINGTON
 AB3819  USGS QUAD   -  ALEXANDRIA (1994)
 AB3819
 AB3819                         *CURRENT SURVEY CONTROL
 AB3819  ___________________________________________________________________
 AB3819* NAD 83(1993)-  38 50 33.73414(N)    077 02 11.18665(W)     ADJUSTED  
 AB3819* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AB3819  ___________________________________________________________________
 AB3819  X           -   1,115,885.588 (meters)                     COMP
 AB3819  Y           -  -4,847,495.418 (meters)                     COMP
 AB3819  Z           -   3,978,712.975 (meters)                     COMP
 AB3819  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AB3819  ELLIP HEIGHT-         -29.35  (meters)          (07/11/02) GPS OBS
 AB3819  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AB3819
 AB3819  HORZ ORDER  -  THIRD
 AB3819  ELLP ORDER  -  FOURTH    CLASS II
 AB3819
 AB3819.The horizontal coordinates were established by GPS observations
 AB3819.and adjusted by the National Geodetic Survey in April 1999..
 AB3819
 AB3819.The orthometric height was determined by GPS observations and a
 AB3819.high-resolution geoid model.
 AB3819
 AB3819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3819
 AB3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3819
 AB3819.The ellipsoidal height was determined by GPS observations
 AB3819.and is referenced to NAD 83.
 AB3819
 AB3819.The geoid height was determined by GEOID03.
 AB3819
 AB3819;                    North         East     Units Scale Factor Converg.
 AB3819;SPC VA N     - 2,131,552.593 3,627,052.146   MT  0.99995609   +0 54 48.4
 AB3819;SPC VA N     - 6,993,268.80 11,899,753.58   sFT  0.99995609   +0 54 48.4
 AB3819;UTM  18      - 4,301,291.855   323,263.236   MT  0.99998465   -1 16 39.2
 AB3819
 AB3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3819!SPC VA N     -   1.00000461  x   0.99995609  =   0.99996069
 AB3819!UTM  18      -   1.00000461  x   0.99998465  =   0.99998925
 AB3819
 AB3819                          SUPERSEDED SURVEY CONTROL
 AB3819
 AB3819  ELLIP H (04/19/99)  -29.28   (m)                       GP(       ) 4 2
 AB3819
 AB3819.Superseded values are not recommended for survey control.
 AB3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3819.See file dsdata.txt to determine how the superseded data were derived.
 AB3819
 AB3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2326301292(NAD 83)
 AB3819_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3819_STAMPING: AP 1959 STA B
 AB3819_MARK LOGO: NOS   
 AB3819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3819+STABILITY: SURFACE MOTION
 AB3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3819+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AB3819
 AB3819  HISTORY     - Date     Condition        Report By
 AB3819  HISTORY     - 1959     MONUMENTED       CGS
 AB3819  HISTORY     - 19830615 GOOD             CGS
 AB3819  HISTORY     - 19970204 GOOD             NGS
 AB3819
 AB3819                          STATION DESCRIPTION
 AB3819
 AB3819'DESCRIBED BY COAST AND GEODETIC SURVEY 1983
 AB3819'ON WASHINGTON NATIONAL AIRPORT FIELD, NEAR THE SOUTH END OF THE N-S
 AB3819'RUNWAYS 18-36, ABOUT 2825 FT (861.1 M) SSE OF THE CONTROL TOWER ATOP
 AB3819'THE MAIN TERMINAL BUILDING, 108 FT (32.9 M) NNE OF THE SE CORNER OF
 AB3819'THE RUNWAY, AND 20.0 FT (6.1 M) E OF THE EAST EDGE OF THE RUNWAY.  A
 AB3819'STANDARD TOPOGRAPHIC-STATION DISK SET IN THE TOP OF A CONCRETE
 AB3819'MONUMENT FLUSH WITH THE GROUND, AND STAMPED AP 1959 STA B.
 AB3819
 AB3819                          STATION RECOVERY (1997)
 AB3819
 AB3819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB3819'THE STATION IS LOCATED SOUTH OF THE DISTRICT OF COLULMBIA JUST EAST OF
 AB3819'THE CRYSTAL CITY SECTION OF ARLINGTON, VA.  ON THE SOUTH END OF THE
 AB3819'WASHINGTON NATIONAL AIRPORT JUST EAST OF THE APPROACH END OF RUNWAY
 AB3819'36.  OWNERSHIP--METROPOLITAN WASHINGTON AIRPORTS AUTHORITY, WASHINGTON
 AB3819'NATIONAL AIRPORT.  AIRPORT MANAGER AUGUSTUS MELTON PH 703-417-8050.
 AB3819'NOTE--WASHINGTON NATIONAL AIRPORT IS A CONTROLLED AIRFIELD AND
 AB3819'PERMISSION MUST BE GAINED BEFORE ENTERING THE AIRFIELD. FOR ACCESS
 AB3819'CONTACT THE AIRPORT OPERATIONS OFFICER, METROPOLITAN WAHINGTON
 AB3819'AIRPORTS AUTHORITY, WASHINGTON NATIONAL AIRPORT, WASHINGTON, DC
 AB3819'20001-4901.  PHONE 703-417-8050.  TO REACH THE STATION FROM THE
 AB3819'JUNCTION OF U.S.  HIGHWAY 1 (JEFFERSON AVENUE) AND THE AIRPORT
 AB3819'CONNECTOR, TAKE THE AIRPORT CONNECTOR EAST-SOUTHEAST FOR 0.48 KM (0.30
 AB3819'MI) TO A TRAFFIC LIGHT AT A 4-WAY INTERSECTION, TAKE THE ROAD TO THE
 AB3819'RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) TO A T-INTERSECTION, TURN
 AB3819'LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) TO THE MAIN TERMINAL
 AB3819'BUILDING WHERE THE AIRPORT OPERATIONS OFFICE MAY BE FOUND AND
 AB3819'PERMISSION MAY BE OBTAINED TO ACCESS THE AIRCRAFT OPERATIONS AREA.
 AB3819'THE STATION MARK IS A BRONZE TOPOGRAPHIC STATION DISK SET INTO THE TOP
 AB3819'OF A 9-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND
 AB3819'LEVEL.  IT IS ABOUT 861.1 M (2825.1 FT) SOUTH-SOUTHEAST OF THE CONTROL
 AB3819'TOWER ATOP THE MAIN TERMINAL BUILDING, 32.9 M (107.9 FT)
 AB3819'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY 36 AND 6.1 M
 AB3819'(20.0 FT) EAST OF THE EAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0613 ***********************************************************************
 HW0613  DESIGNATION -  DD 135
 HW0613  PID         -  HW0613
 HW0613  STATE/COUNTY-  VA/GREENE
 HW0613  USGS QUAD   -  FLETCHER (1979)
 HW0613
 HW0613                         *CURRENT SURVEY CONTROL
 HW0613  ___________________________________________________________________
 HW0613* NAD 83(1986)-  38 24 57.     (N)    078 29 16.     (W)     SCALED    
 HW0613* NAVD 88     -       955.35   (+/-2cm)    3134.3    (feet)  VERTCON   
 HW0613  ___________________________________________________________________
 HW0613  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HW0613
 HW0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW0613
 HW0613.The horizontal coordinates were scaled from a topographic map and have
 HW0613.an estimated accuracy of +/- 6 seconds.
 HW0613
 HW0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0613.The vertical order pertains to the NGVD 29 superseded value.
 HW0613
 HW0613.The geoid height was determined by GEOID03.
 HW0613
 HW0613;                    North         East    Units  Estimated Accuracy
 HW0613;SPC VA N     - 2,083,160.    3,501,070.      MT  (+/- 180 meters Scaled)
 HW0613
 HW0613                          SUPERSEDED SURVEY CONTROL
 HW0613
 HW0613  NGVD 29 (??/??/92)  955.497  (m)         3134.83   (f) ADJ UNCH    2 0
 HW0613
 HW0613.Superseded values are not recommended for survey control.
 HW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0613.See file dsdata.txt to determine how the superseded data were derived.
 HW0613
 HW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193549(NAD 83)
 HW0613_MARKER: DD = SURVEY DISK
 HW0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0613_STAMPING: DD 135 1935
 HW0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0613+STABILITY: SURFACE MOTION
 HW0613
 HW0613  HISTORY     - Date     Condition        Report By
 HW0613  HISTORY     - 1935     MONUMENTED       CGS
 HW0613
 HW0613                          STATION DESCRIPTION
 HW0613
 HW0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0613'2.2 MI SE FROM HENSLEY CHURCH.
 HW0613'IN GREENE COUNTY, ABOUT 2.2 MILES SOUTHEAST ALONG A ROAD FROM
 HW0613'HENSLEY CHURCH, ROCKINGHAM COUNTY, AT THE JUNCTION OF THE
 HW0613'SKYLINE DRIVE, 42 FEET NORTHWEST OF THE CENTER LINE OF SKYLINE
 HW0613'DRIVE, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 HW0613'ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 HW0613'DD 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0885 ***********************************************************************
 HW0885  DESIGNATION -  DD 137
 HW0885  PID         -  HW0885
 HW0885  STATE/COUNTY-  VA/ROCKINGHAM
 HW0885  USGS QUAD   -  ELKTON WEST (1987)
 HW0885
 HW0885                         *CURRENT SURVEY CONTROL
 HW0885  ___________________________________________________________________
 HW0885* NAD 83(1986)-  38 23 20.     (N)    078 44 00.     (W)     SCALED    
 HW0885* NAVD 88     -       404.339  (meters)    1326.57   (feet)  ADJUSTED  
 HW0885  ___________________________________________________________________
 HW0885  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW0885  DYNAMIC HT  -         404.048 (meters)    1325.61  (feet)  COMP
 HW0885  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 HW0885
 HW0885  VERT ORDER  -  SECOND    CLASS 0
 HW0885
 HW0885.The horizontal coordinates were scaled from a topographic map and have
 HW0885.an estimated accuracy of +/- 6 seconds.
 HW0885
 HW0885.The orthometric height was determined by differential leveling
 HW0885.and adjusted by the National Geodetic Survey in June 1991..
 HW0885
 HW0885.The geoid height was determined by GEOID03.
 HW0885
 HW0885.The dynamic height is computed by dividing the NAVD 88
 HW0885.geopotential number by the normal gravity value computed on the
 HW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0885.degrees latitude (g = 980.6199 gals.).
 HW0885
 HW0885.The modeled gravity was interpolated from observed gravity values.
 HW0885
 HW0885;                    North         East    Units  Estimated Accuracy
 HW0885;SPC VA N     - 2,080,190.    3,479,620.      MT  (+/- 180 meters Scaled)
 HW0885
 HW0885                          SUPERSEDED SURVEY CONTROL
 HW0885
 HW0885  NGVD 29 (??/??/92)  404.489  (m)         1327.06   (f) ADJ UNCH    2 0
 HW0885
 HW0885.Superseded values are not recommended for survey control.
 HW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0885.See file dsdata.txt to determine how the superseded data were derived.
 HW0885
 HW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC979513(NAD 83)
 HW0885_MARKER: DB = BENCH MARK DISK
 HW0885_SETTING: 80 = SET IN A BOULDER
 HW0885_SP_SET: BOULDER
 HW0885_STAMPING: DD 137 1935
 HW0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0885+STABILITY: SURFACE MOTION
 HW0885
 HW0885  HISTORY     - Date     Condition        Report By
 HW0885  HISTORY     - 1935     MONUMENTED       CGS
 HW0885  HISTORY     - 1968     MARK NOT FOUND   NGS
 HW0885  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0885
 HW0885                          STATION DESCRIPTION
 HW0885
 HW0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0885'1.5 MI NW FROM MC GAHEYSVILLE.
 HW0885'1.5 MILES NORTHWEST ALONG COUNTY ROAD 647 FROM MC GAHEYSVILLE,
 HW0885'ROCKINGHAM COUNTY, 225 FEET SOUTH OF THE CENTERLINE OF THE WOODS
 HW0885'CROSS ROAD, 15 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 HW0885'AND IN THE TOP OF A BOULDER.  A STANDARD DISK.
 HW0885
 HW0885                          STATION RECOVERY (1968)
 HW0885
 HW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HW0885'MARK NOT FOUND.
 HW0885
 HW0885                          STATION RECOVERY (1998)
 HW0885
 HW0885'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3285 ***********************************************************************
 HV3285  DESIGNATION -  DD 232
 HV3285  PID         -  HV3285
 HV3285  STATE/COUNTY-  VA/STAFFORD
 HV3285  USGS QUAD   -  SALEM CHURCH (1994)
 HV3285
 HV3285                         *CURRENT SURVEY CONTROL
 HV3285  ___________________________________________________________________
 HV3285* NAD 83(1986)-  38 20 52.     (N)    077 30 06.     (W)     SCALED    
 HV3285* NAVD 88     -        74.722  (meters)     245.15   (feet)  ADJUSTED  
 HV3285  ___________________________________________________________________
 HV3285  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3285  DYNAMIC HT  -          74.675 (meters)     245.00  (feet)  COMP
 HV3285  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 HV3285
 HV3285  VERT ORDER  -  SECOND    CLASS 0
 HV3285
 HV3285.The horizontal coordinates were scaled from a topographic map and have
 HV3285.an estimated accuracy of +/- 6 seconds.
 HV3285
 HV3285.The orthometric height was determined by differential leveling
 HV3285.and adjusted by the National Geodetic Survey in June 1991..
 HV3285
 HV3285.The geoid height was determined by GEOID03.
 HV3285
 HV3285.The dynamic height is computed by dividing the NAVD 88
 HV3285.geopotential number by the normal gravity value computed on the
 HV3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3285.degrees latitude (g = 980.6199 gals.).
 HV3285
 HV3285.The modeled gravity was interpolated from observed gravity values.
 HV3285
 HV3285;                    North         East    Units  Estimated Accuracy
 HV3285;SPC VA N     - 2,076,080.    3,587,270.      MT  (+/- 180 meters Scaled)
 HV3285
 HV3285                          SUPERSEDED SURVEY CONTROL
 HV3285
 HV3285  NGVD 29 (??/??/??)   74.987  (m)          246.02   (f) ADJUSTED    2 0
 HV3285
 HV3285.Superseded values are not recommended for survey control.
 HV3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3285.See file dsdata.txt to determine how the superseded data were derived.
 HV3285
 HV3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH813473(NAD 83)
 HV3285_MARKER: DB = BENCH MARK DISK
 HV3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3285_STAMPING: DD 232 1941
 HV3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3285+STABILITY: SURFACE MOTION
 HV3285
 HV3285  HISTORY     - Date     Condition        Report By
 HV3285  HISTORY     - 1941     MONUMENTED       CGS
 HV3285  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3285
 HV3285                          STATION DESCRIPTION
 HV3285
 HV3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3285'2.7 MI NW FROM FALMOUTH.
 HV3285'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM FALMOUTH,
 HV3285'STAFFORD COUNTY, 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HV3285'SMALL WHITE BUNGALOW, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HV3285'HIGHWAY, 3.7 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 6041,
 HV3285'AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HV3285'DISK, STAMPED DD 232 1941 AND SET IN THE TOP OF A CONCRETE
 HV3285'POST.  NOTE-- ALONG STATE HIGHWAY 17, 79 FEET SOUTH EAST OF THE
 HV3285'SOUTHEAST CORNER OF A SMALL WHITE BUNGALOW, 23 FEET SOUTHWEST
 HV3285'OF THE CENTER OF THE HIGHWAY, 3.7 FEET NORTHWEST OF POWER POLE
 HV3285'NUMBER 6041, 2.0 FEET NORTHWEST OF A WHITE MARKER POST.
 HV3285
 HV3285                          STATION RECOVERY (1996)
 HV3285
 HV3285'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3286 ***********************************************************************
 HV3286  DESIGNATION -  DD 232 RESET 1947
 HV3286  PID         -  HV3286
 HV3286  STATE/COUNTY-  VA/STAFFORD
 HV3286  USGS QUAD   -  SALEM CHURCH (1994)
 HV3286
 HV3286                         *CURRENT SURVEY CONTROL
 HV3286  ___________________________________________________________________
 HV3286* NAD 83(1986)-  38 20 52.     (N)    077 30 06.     (W)     SCALED    
 HV3286* NAVD 88     -        74.66   (meters)     244.9    (feet)  RESET     
 HV3286  ___________________________________________________________________
 HV3286  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HV3286
 HV3286  VERT ORDER  -  THIRD
 HV3286
 HV3286.The horizontal coordinates were scaled from a topographic map and have
 HV3286.an estimated accuracy of +/- 6 seconds.
 HV3286
 HV3286.The orthometric height was computed from unverified reset data.
 HV3286.No vertical observational check was made to the station.
 HV3286
 HV3286.The geoid height was determined by GEOID03.
 HV3286
 HV3286;                    North         East    Units  Estimated Accuracy
 HV3286;SPC VA N     - 2,076,080.    3,587,270.      MT  (+/- 180 meters Scaled)
 HV3286
 HV3286                          SUPERSEDED SURVEY CONTROL
 HV3286
 HV3286  NGVD 29 (??/??/??)   74.79   (m)          245.4    (f) RESET       3  
 HV3286
 HV3286.Superseded values are not recommended for survey control.
 HV3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3286.See file dsdata.txt to determine how the superseded data were derived.
 HV3286
 HV3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH813473(NAD 83)
 HV3286_MARKER: DB = BENCH MARK DISK
 HV3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3286_STAMPING: DD 232 RESET 1947
 HV3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3286+STABILITY: SURFACE MOTION
 HV3286
 HV3286  HISTORY     - Date     Condition        Report By
 HV3286  HISTORY     - 1947     MONUMENTED       CGS
 HV3286  HISTORY     - 1953     GOOD             CGS
 HV3286  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3286  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3286
 HV3286                          STATION DESCRIPTION
 HV3286
 HV3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HV3286'2.5 MI NW FROM FALMOUTH.
 HV3286'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION
 HV3286'WITH U.S. HIGHWAY 1 AT FALMOUTH, STAFFORD COUNTY, ON THE WEST
 HV3286'SIDE OF THE HIGHWAY, 350 FEET NORTHWEST OF THE JUNCTION OF
 HV3286'SECONDARY STATE HIGHWAY 701, 105 FEET FROM THE CENTER LINE
 HV3286'OF THE HIGHWAY, 103 FEET SOUTHEAST OF C. AND P. TELEPHONE CO.
 HV3286'POLE 60, 18 FEET NORTHWEST OF AN OUTLET DITCH FOR A 24-INCH
 HV3286'PIPE UNDER THE HIGHWAY, 4 FEET EAST OF A STATE HIGHWAY
 HV3286'RIGHT-OF-WAY MONUMENT, AND DIRECTLY UNDER A C. AND P. TELEPHONE
 HV3286'CO. CABLE.  A STANDARD DISK, STAMPED DD 232 RESET 1947 AND SET
 HV3286'IN THE TOP OF A CONCRETE POST.
 HV3286
 HV3286                          STATION RECOVERY (1984)
 HV3286
 HV3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3286'MARK NOT FOUND.
 HV3286
 HV3286                          STATION RECOVERY (1996)
 HV3286
 HV3286'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5532 ***********************************************************************
 AJ5532  DESIGNATION -  DECATUR
 AJ5532  PID         -  AJ5532
 AJ5532  STATE/COUNTY-  VA/STAFFORD
 AJ5532  USGS QUAD   -  WIDEWATER (1978)
 AJ5532
 AJ5532                         *CURRENT SURVEY CONTROL
 AJ5532  ___________________________________________________________________
 AJ5532* NAD 83(1993)-  38 27 30.80261(N)    077 20 59.84314(W)     ADJUSTED  
 AJ5532* NAVD 88     -        34.9    (meters)     115.     (feet)  GPS OBS   
 AJ5532  ___________________________________________________________________
 AJ5532  X           -   1,095,182.244 (meters)                     COMP
 AJ5532  Y           -  -4,879,540.444 (meters)                     COMP
 AJ5532  Z           -   3,945,429.507 (meters)                     COMP
 AJ5532  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AJ5532  ELLIP HEIGHT-           2.45  (meters)          (05/17/02) GPS OBS
 AJ5532  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AJ5532
 AJ5532  HORZ ORDER  -  FIRST
 AJ5532  ELLP ORDER  -  FOURTH    CLASS II
 AJ5532
 AJ5532.The horizontal coordinates were established by GPS observations
 AJ5532.and adjusted by the National Geodetic Survey in October 2001..
 AJ5532
 AJ5532.The orthometric height was determined by GPS observations and a
 AJ5532.high-resolution geoid model.
 AJ5532
 AJ5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5532
 AJ5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5532
 AJ5532.The ellipsoidal height was determined by GPS observations
 AJ5532.and is referenced to NAD 83.
 AJ5532
 AJ5532.The geoid height was determined by GEOID03.
 AJ5532
 AJ5532;                    North         East     Units Scale Factor Converg.
 AJ5532;SPC VA N     - 2,088,526.849 3,600,371.517   MT  0.99995221   +0 43 03.9
 AJ5532;SPC VA N     - 6,852,108.50 11,812,218.89   sFT  0.99995221   +0 43 03.9
 AJ5532;UTM  18      - 4,259,310.799   294,958.292   MT  1.00011778   -1 27 43.4
 AJ5532
 AJ5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5532!SPC VA N     -   0.99999962  x   0.99995221  =   0.99995183
 AJ5532!UTM  18      -   0.99999962  x   1.00011778  =   1.00011740
 AJ5532
 AJ5532                          SUPERSEDED SURVEY CONTROL
 AJ5532
 AJ5532  ELLIP H (10/09/01)    2.47   (m)                       GP(       ) 4 1
 AJ5532
 AJ5532.Superseded values are not recommended for survey control.
 AJ5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5532.See file dsdata.txt to determine how the superseded data were derived.
 AJ5532
 AJ5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9495859311(NAD 83)
 AJ5532_MARKER: DD = SURVEY DISK
 AJ5532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5532_STAMPING: DECATUR 2000
 AJ5532_MARK LOGO: VA-179
 AJ5532_PROJECTION: FLUSH
 AJ5532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5532+STABILITY: SURFACE MOTION
 AJ5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5532+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AJ5532
 AJ5532  HISTORY     - Date     Condition        Report By
 AJ5532  HISTORY     - 20010603 MONUMENTED       GEOMET
 AJ5532  HISTORY     - 20030110 GOOD             ENGGRO
 AJ5532  HISTORY     - 20060118 GOOD             BOWMAN
 AJ5532
 AJ5532                          STATION DESCRIPTION
 AJ5532
 AJ5532'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ5532'THE STATION IS LOCATED IN NORTHEASTERN STAFFORD COUNTY,  VIRGINIA.
 AJ5532' 
 AJ5532'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON DAVIS HIGHWAY
 AJ5532'(ROUTE 1) AND
 AJ5532'GARRISONVILLE ROAD (ROUTE 610)  PROCEED NORTH ALONG JEFFERSON DAVIS
 AJ5532'HIGHWAY (ROUTE 1)
 AJ5532'A DISTANCE OF 1.0 MILE TO ITS INTERSECTION WITH TELEGRAPH ROAD (ROUTE
 AJ5532'637) AND THE
 AJ5532'CRUCIFIX MONUMENT.  TURN RIGHT AND PROCEED NORTHEAST ALONG TELEGRAPH
 AJ5532'ROAD (ROUTE
 AJ5532'637) A DISTANCE OF 2.6 MILES TO ITS INTERSECTION WITH WIDEWATER ROAD
 AJ5532'(ROUTE 611).  TURN
 AJ5532'RIGHT AND PROCEED SOUTHEAST ALONG WIDEWATER ROAD (ROUTE 611) A
 AJ5532'DISTANCE OF 2.8 MILES
 AJ5532'TO ITS INTERSECTION WITH DECATUR ROAD (ROUTE 635).  TURN RIGHT AND
 AJ5532'PROCEED SOUTH ALONG
 AJ5532'DECATUR ROAD (ROUTE 635)  A DISTANCE OF 1.1 MILES TO ITS INTERSECTION
 AJ5532'WITH BRENT POINT
 AJ5532'ROAD (ROUTE 658).  THE STATION IS IN THE SOUTHWEST CORNER OF THE
 AJ5532'INTERSECTION.
 AJ5532' 
 AJ5532'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5532'ALUMINUM SURVEY DISK
 AJ5532'SET IN CONCRETE FLUSH WITH THE GROUND SURFACE AND STAMPED DECATUR
 AJ5532'2000.
 AJ5532' 
 AJ5532'THE STATION IS 57.5 FEET AZIMUTH 350 DEGREES TO A 25 MPH SPEED LIMIT
 AJ5532'SIGN, 21.0 FEET AZIMUTH
 AJ5532'30 DEGREES TO THE EDGE OF DECATUR ROAD,  48.2 FEET AZIMUTH 130 DEGREES
 AJ5532'TO UTILITY POLE
 AJ5532'OA30, AND 1.0 FOOT AZIMUTH 200 DEGREES TO A WITNESS POST.
 AJ5532' 
 AJ5532' 
 AJ5532' 
 AJ5532' 
 AJ5532' 
 AJ5532' 
 AJ5532' 
 AJ5532'
 AJ5532
 AJ5532                          STATION RECOVERY (2003)
 AJ5532
 AJ5532'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2003 (BWJ)
 AJ5532'SUITABLE FOR RTK GPS TIES. MARGINAL FOR STATIC GPS SESSIONS.
 AJ5532
 AJ5532                          STATION RECOVERY (2006)
 AJ5532
 AJ5532'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 AJ5532'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1653 ***********************************************************************
 FW1653  DESIGNATION -  DECCA
 FW1653  PID         -  FW1653
 FW1653  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1653  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1653
 FW1653                         *CURRENT SURVEY CONTROL
 FW1653  ___________________________________________________________________
 FW1653* NAD 83(1993)-  36 49 16.09061(N)    075 58 04.82556(W)     ADJUSTED  
 FW1653* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FW1653  ___________________________________________________________________
 FW1653  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 FW1653  GEOID HEIGHT-         -37.79  (meters)                     GEOID03
 FW1653
 FW1653  HORZ ORDER  -  THIRD
 FW1653
 FW1653.The horizontal coordinates were established by classical geodetic methods
 FW1653.and adjusted by the National Geodetic Survey in September 1995..
 FW1653
 FW1653.The orthometric height was scaled from a topographic map.
 FW1653
 FW1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1653
 FW1653.The geoid height was determined by GEOID03.
 FW1653
 FW1653;                    North         East     Units Scale Factor Converg.
 FW1653;SPC VA S     - 1,057,162.950 3,725,874.513   MT  0.99999056   +1 32 12.2
 FW1653;SPC VA S     - 3,468,375.45 12,223,973.30   sFT  0.99999056   +1 32 12.2
 FW1653;UTM  18      - 4,075,467.834   413,668.044   MT  0.99969182   -0 34 48.7
 FW1653
 FW1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1653!SPC VA S     -   1.00000503  x   0.99999056  =   0.99999559
 FW1653!UTM  18      -   1.00000503  x   0.99969182  =   0.99969685
 FW1653
 FW1653:                Primary Azimuth Mark                     Grid Az
 FW1653:SPC VA S     -  DAM NECK MILLS NAVY TANK                 174 53 04.3
 FW1653:UTM  18      -  DAM NECK MILLS NAVY TANK                 177 00 05.2
 FW1653
 FW1653|---------------------------------------------------------------------|
 FW1653| PID    Reference Object                     Distance      Geod. Az  |
 FW1653|                                                           dddmmss.s |
 FW1653| FW1651 DAM NECK MILLS NAVY TANK            APPROX. 5.6 KM 1762516.5 |
 FW1653| DC8772 DECCA RM 1                           21.185 METERS 18507     |
 FW1653| FW1646 CAMP PENDLETON S RIFLE RNG TWR      APPROX. 0.7 KM 1925230.5 |
 FW1653| FW1645 CAMP PENDLETON N RIFLE RNG TWR      APPROX. 0.6 KM 1944326.8 |
 FW1653| DC8773 DECCA RM 2                           26.640 METERS 28152     |
 FW1653| FW1671 VIRGINIA BEACH MUNICIPAL TANK       APPROX. 3.0 KM 3205113.1 |
 FW1653|---------------------------------------------------------------------|
 FW1653
 FW1653                          SUPERSEDED SURVEY CONTROL
 FW1653
 FW1653  NAD 83(1986)-  36 49 16.09946(N)    075 58 04.86398(W) AD(       ) 3
 FW1653  NAD 27      -  36 49 15.56200(N)    075 58 06.11900(W) AD(       ) 3
 FW1653
 FW1653.Superseded values are not recommended for survey control.
 FW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1653.See file dsdata.txt to determine how the superseded data were derived.
 FW1653
 FW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1366875468(NAD 83)
 FW1653_MARKER: DS = TRIANGULATION STATION DISK
 FW1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1653
 FW1653  HISTORY     - Date     Condition        Report By
 FW1653  HISTORY     - 1955     MONUMENTED       CGS
 FW1653  HISTORY     - 1962     GOOD             CGS
 FW1653  HISTORY     - 1975     MARK NOT FOUND   NGS
 FW1653
 FW1653                          STATION DESCRIPTION
 FW1653
 FW1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RCD)
 FW1653'STATION IS ABOUT 1-1/2 MI. S OF VIRGINIA BEACH, 2-3/4 MI. N-NW
 FW1653'OF DAM NECK MILLS, 3/4 MI. S OF RUDEE INLET, 200 YD. E OF THE NE
 FW1653'END OF LAKE CHRISTINE, ON THE FIRST HIGHEST VEGETATION-COVERED
 FW1653'DUNE, ABOUT 200 FT. N OF MISS LESLEY SAVAGES RESIDENCE, ABOUT 100
 FW1653'FT.  E OF THE CENTERLINE OF A N-S CONCRETE ROAD, 80 FT. W OF A
 FW1653'SCARP AND COASTLINE, AND 20 FT. N OF THE N END OF A N-S
 FW1653'TRENCH.  THE MARK IS SET IN THE TOP OF A 6- BY 6-IN. BY
 FW1653'3-FT. CONCRETE POST WHICH PROJECTS ABOUT 4 IN.
 FW1653'7A).  THE DISK IS STAMPED DECCA 1955.
 FW1653'
 FW1653'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 58 AND 60
 FW1653'(SEVENTEENTH AND ATLANTIC BOULEVARD) IN VIRGINIA BEACH, GO S ON
 FW1653'U.S. HIGHWAY 60 (ATLANTIC BOULEVARD) FOR 1.0 MI. TO A BRIDGE
 FW1653'OVER RUDEE INLET, CONTINUE FOR 0.55 MI. TO A MACADAM ROAD LEFT
 FW1653'(NO. 1298), GO LEFT (E) FOR 0.5 MI. TO A T-ROAD, TURN RIGHT (S)
 FW1653'ON A CONCRETE ROAD AND GO 0.15 MI. TO THE STATION ON THE LEFT AS
 FW1653'DESCRIBED.
 FW1653'
 FW1653'REFERENCE MARK 1 IS IN A SWALE BETWEEN THE SAVAGE RESIDENCE
 FW1653'AND THE STATION, 91 FT. E OF THE CENTERLINE OF THE CONCRETE
 FW1653'ROAD, AND 25 FT. W OF THE N-S TRENCH.  THE MARK IS 7 FT. LOWER
 FW1653'THAN THE STATION, AND IS SET IN THE TOP OF AN 8- BY 8-IN. BY
 FW1653'2-1/2 FT. CONCRETE POST WHICH PROJECTS ABOUT 10 IN.
 FW1653'THE DISK IS STAMPED DECCA NO 1 1955.
 FW1653'
 FW1653'REFERENCE MARK 2 IS 264 FT. N OF THE CENTERLINE OF THE DRIVEWAY
 FW1653'LEADING TO THE SAVAGE RESIDENCE, 61 FT. S OF VIRGINIA
 FW1653'ELECTRIC POWER COMPANY POLE NO. 5352, AND 25 FT. E OF THE
 FW1653'CENTERLINE OF THE CONCRETE ROAD.  THE MARK IS 14 FT. LOWER THAN
 FW1653'THE STATION, AND IS SET IN THE TOP OF AN 8- BY 8-IN. BY 2-1/2-FT.
 FW1653'CONCRETE POST WHICH PROJECTS ABOUT 10 IN. THE DISK
 FW1653'IS STAMPED DECCA NO 2 1955.
 FW1653
 FW1653                          STATION RECOVERY (1962)
 FW1653
 FW1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1653'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FW1653'GOOD CONDITION.
 FW1653
 FW1653                          STATION RECOVERY (1975)
 FW1653
 FW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1653'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW1653'CONDITION.  IT WAS FOUND TO BE 61 FEET SOUTH OF POWER POLE NUMBER
 FW1653'SG 43-535A, 25 FEET EAST OF THE CENTERLINE OF CONCRETE ROAD,
 FW1653'ATLANTIC AVENUE, 7.5 FEET NORTHEAST OF A WHITE 4 X 4 POST PROJECTING
 FW1653'ABOUT 5 FEET WITH A SIGN ATTACHED NO PARKING AND THE MARK IS ABOUT
 FW1653'3 INCHES BELOW THE SAND LEVEL.
 FW1653'
 FW1653'STATION MARK, REFERENCE MARK, NO 1 WAS NOT FOUND.  I DID NOT SEE ANY
 FW1653'SIGNS OF THE NORTH-SOUTH TRENCH THAT WAS MENTIONED IN THE 1955
 FW1653'DESCRIPTIONS.  I NOTICED THAT THERE IS NO BOX SCORE IN THIS 1955
 FW1653'DESCRIPTION AND NO MEASUREMENTS ARE SHOWN FROM THE STATION MARK TO
 FW1653'THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2227 ***********************************************************************
 GV2227  DESIGNATION -  DEEP
 GV2227  PID         -  GV2227
 GV2227  STATE/COUNTY-  VA/AMELIA
 GV2227  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2227
 GV2227                         *CURRENT SURVEY CONTROL
 GV2227  ___________________________________________________________________
 GV2227* NAD 83(1993)-  37 15 15.19007(N)    077 52 34.09324(W)     ADJUSTED  
 GV2227* NAVD 88     -        89.262  (meters)     292.85   (feet)  ADJUSTED  
 GV2227  ___________________________________________________________________
 GV2227  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GV2227  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV2227  DYNAMIC HT  -          89.199 (meters)     292.65  (feet)  COMP
 GV2227  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 GV2227
 GV2227  HORZ ORDER  -  SECOND
 GV2227  VERT ORDER  -  SECOND    CLASS 0
 GV2227
 GV2227.The horizontal coordinates were established by classical geodetic methods
 GV2227.and adjusted by the National Geodetic Survey in September 1995..
 GV2227
 GV2227.The orthometric height was determined by differential leveling
 GV2227.and adjusted by the National Geodetic Survey in June 1991..
 GV2227
 GV2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2227
 GV2227.The geoid height was determined by GEOID03.
 GV2227
 GV2227.The dynamic height is computed by dividing the NAVD 88
 GV2227.geopotential number by the normal gravity value computed on the
 GV2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2227.degrees latitude (g = 980.6199 gals.).
 GV2227
 GV2227.The modeled gravity was interpolated from observed gravity values.
 GV2227
 GV2227;                    North         East     Units Scale Factor Converg.
 GV2227;SPC VA S     - 1,102,377.683 3,555,342.350   MT  0.99994735   +0 22 43.1
 GV2227;SPC VA S     - 3,616,717.45 11,664,485.69   sFT  0.99994735   +0 22 43.1
 GV2227;UTM  18      - 4,126,951.881   244,918.255   MT  1.00040159   -1 44 31.3
 GV2227
 GV2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2227!SPC VA S     -   0.99999105  x   0.99994735  =   0.99993840
 GV2227!UTM  18      -   0.99999105  x   1.00040159  =   1.00039263
 GV2227
 GV2227:                Primary Azimuth Mark                     Grid Az
 GV2227:SPC VA S     -  DEEP AZ MK                               013 43 14.1
 GV2227:UTM  18      -  DEEP AZ MK                               015 50 28.5
 GV2227
 GV2227|---------------------------------------------------------------------|
 GV2227| PID    Reference Object                     Distance      Geod. Az  |
 GV2227|                                                           dddmmss.s |
 GV2227| GV2230 DEEP AZ MK                                         0140557.2 |
 GV2227| GV2228 DEEP RM 1                            33.824 METERS 08902     |
 GV2227| GV2229 DEEP RM 2                            28.359 METERS 19006     |
 GV2227|---------------------------------------------------------------------|
 GV2227
 GV2227                          SUPERSEDED SURVEY CONTROL
 GV2227
 GV2227  NAD 83(1993)-  37 15 15.18931(N)    077 52 34.09250(W) AD(       ) 2
 GV2227  NAD 83(1986)-  37 15 15.19668(N)    077 52 34.10950(W) AD(       ) 2
 GV2227  NAD 27      -  37 15 14.65190(N)    077 52 35.10387(W) AD(       ) 2
 GV2227  NGVD 29 (??/??/??)   89.539  (m)          293.76   (f) ADJUSTED    2 0
 GV2227
 GV2227.Superseded values are not recommended for survey control.
 GV2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2227.See file dsdata.txt to determine how the superseded data were derived.
 GV2227
 GV2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG4491826952(NAD 83)
 GV2227_MARKER: DS = TRIANGULATION STATION DISK
 GV2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2227_STAMPING: DEEP 1942
 GV2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2227+STABILITY: SURFACE MOTION
 GV2227
 GV2227  HISTORY     - Date     Condition        Report By
 GV2227  HISTORY     - 1942     MONUMENTED       CGS
 GV2227  HISTORY     - 1961     GOOD             CGS
 GV2227  HISTORY     - 1961     GOOD             CGS
 GV2227  HISTORY     - 1988     GOOD             VADHT
 GV2227  HISTORY     - 1991     GOOD             USPSQD
 GV2227  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2227  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2227
 GV2227                          STATION DESCRIPTION
 GV2227
 GV2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV2227'STATION IS LOCATED ABOUT 8.5 MILES SE OF AMELIA AND 14 MILES
 GV2227'NNE OF BLACKSTONE AT THE INTERSECTION OF STATE HIGHWAY 153
 GV2227'AND COUNTY ROAD 615.
 GV2227'
 GV2227'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV2227'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 GV2227'
 GV2227'STATION IS 83 FEET NW OF THE JUNCTION OF STATE HIGHWAY 153
 GV2227'AND COUNTY ROAD 615, AND 29.5 FEET W OF AN 8-INCH PINE TREE
 GV2227'WITH A TRIANGULAR BLAZE.  DISK IS STAMPED DEEP 1942, AND
 GV2227'PROJECTS 3 INCHES ABOVE THE GROUND.
 GV2227'
 GV2227'REFERENCE MARK NO. 1 IS 9 PACES E OF THE CENTER LINE OF STATE
 GV2227'HIGHWAY 153, AND 23 PACES N OF COUNTY ROAD 615.  DISK IS
 GV2227'STAMPED DEEP NO. 1 1942, AND PROJECTS 4 INCHES ABOVE THE
 GV2227'GROUND.
 GV2227'
 GV2227'REFERENCE MARK NO. 2 IS 11 PACES S OF THE CENTER LINE OF
 GV2227'COUNTY ROAD 615, 15 PACES W OF THE CENTER LINE OF STATE
 GV2227'HIGHWAY 153.  DISK IS STAMPED DEEP NO. 2 1942, AND PROJECTS
 GV2227'4 INCHES ABOVE THE GROUND.
 GV2227'
 GV2227'AZIMUTH MARK IS ON E SIDE OF STATE HIGHWAY 153, 9 PACES
 GV2227'E OF THE CENTER LINE OF THE ROAD, 5 PACES S OF A VIRGINIA
 GV2227'STATE HIGHWAY COMMISSION MARK STAMPED VSHC, AND PROJECTS 4
 GV2227'INCHES ABOVE THE GROUND.
 GV2227'
 GV2227'REACHED FROM MANNBORO BY GOING S ON STATE HIGHWAY 38 FOR
 GV2227'0.15 MILE, TURN RIGHT, W, ON HIGHWAY 38 FOR 1.5 MILES TO JUNCTION
 GV2227'OF STATE HIGHWAY 38 AND COUNTY ROAD 615.  CONTINUE ON COUNTY
 GV2227'ROAD 615 W FOR 1.75 MILES TO JUNCTION OF STATE HIGHWAY 153
 GV2227'AND COUNTY ROAD 615 AND STATION ON RIGHT.
 GV2227'
 GV2227'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV2227
 GV2227                          STATION RECOVERY (1961)
 GV2227
 GV2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV2227'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 GV2227'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 GV2227'ADEQUATE AND COMPLETE FOR RECOVERY, EXCEPT HIGHWAY 38 MENTIONED
 GV2227'IN THE TO REACH, HAS BEEN CHANGED TO HIGHWAY 708.  THE STATION
 GV2227'IS 2 FEET NORTH WEST OF A CGS WITNESS SIGN.  REFERENCE MARK
 GV2227'NO. 2 IS 1.0 FEET NORTHWEST OF A CGS WITNESS SIGN.  THE
 GV2227'AZIMUTH MARK IS 1.5 FEET WEST OF A CGS WITNESS SIGN AND
 GV2227'ABOUT 3.0 FEET HIGHER THAN THE ROAD.
 GV2227
 GV2227                          STATION RECOVERY (1961)
 GV2227
 GV2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2227'2.1 MI NE FROM EARLS.
 GV2227'2.1 MILES NORTH-NORTHEAST ALONG STATE HIGHWAY 153 FROM THE
 GV2227'POST OFFICE AT EARLS, AMELIA COUNTY, AT THE INTERSECTION OF
 GV2227'SECONDARY STATE HIGHWAY 615, IN THE NORTH QUARTER OF THE
 GV2227'INTERSECTION, 71 FEET NORTHWEST OF THE CENTERLINE OF STATE
 GV2227'HIGHWAY 153, 53 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY
 GV2227'STATE HIGHWAY 615, 29 FEET NORTHWEST OF AN 8-INCH PINE TREE
 GV2227'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND ABOUT 3
 GV2227'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 GV2227'TRIANGULATION-STATION DISK, STAMPED DEEP 1942 AND SET IN THE TOP
 GV2227'OF A CONCRETE POST.
 GV2227
 GV2227                          STATION RECOVERY (1988)
 GV2227
 GV2227'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1988 (JLS)
 GV2227'RECOVERED IN GOOD CONDITION.
 GV2227
 GV2227                          STATION RECOVERY (1991)
 GV2227
 GV2227'RECOVERY NOTE BY US POWER SQUADRON 1991 (MP)
 GV2227'RECOVERED IN GOOD CONDITION.
 GV2227
 GV2227                          STATION RECOVERY (2000)
 GV2227
 GV2227'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2227'MARK NOT FOUND.
 GV2227
 GV2227                          STATION RECOVERY (2004)
 GV2227
 GV2227'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0339 ***********************************************************************
 FX0339  DESIGNATION -  DEEP
 FX0339  PID         -  FX0339
 FX0339  STATE/COUNTY-  VA/C OF NORFOLK
 FX0339  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0339
 FX0339                         *CURRENT SURVEY CONTROL
 FX0339  ___________________________________________________________________
 FX0339* NAD 83(1993)-  36 45 37.30204(N)    076 18 02.18858(W)     ADJUSTED  
 FX0339* NAVD 88     -         1.220  (meters)       4.00   (feet)  POSTED    
 FX0339  ___________________________________________________________________
 FX0339  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FX0339  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0339  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 FX0339  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 FX0339
 FX0339  HORZ ORDER  -  SECOND
 FX0339  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0339
 FX0339.The horizontal coordinates were established by classical geodetic methods
 FX0339.and adjusted by the National Geodetic Survey in September 1995..
 FX0339
 FX0339.The orthometric height was determined by differential leveling
 FX0339.and adjusted by the National Geodetic Survey in 1992..
 FX0339.No vertical observational check was made to the station.
 FX0339.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0339.was located on a no-check spur therefore a value was not computed.
 FX0339
 FX0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0339
 FX0339.The geoid height was determined by GEOID03.
 FX0339
 FX0339.The dynamic height is computed by dividing the NAVD 88
 FX0339.geopotential number by the normal gravity value computed on the
 FX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0339.degrees latitude (g = 980.6199 gals.).
 FX0339
 FX0339.The modeled gravity was interpolated from observed gravity values.
 FX0339
 FX0339;                    North         East     Units Scale Factor Converg.
 FX0339;SPC VA S     - 1,049,676.884 3,696,366.682   MT  1.00000115   +1 20 05.5
 FX0339;SPC VA S     - 3,443,814.91 12,127,163.02   sFT  1.00000115   +1 20 05.5
 FX0339;UTM  18      - 4,069,077.666   383,912.016   MT  0.99976603   -0 46 42.5
 FX0339
 FX0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0339!SPC VA S     -   1.00000563  x   1.00000115  =   1.00000678
 FX0339!UTM  18      -   1.00000563  x   0.99976603  =   0.99977165
 FX0339
 FX0339:                Primary Azimuth Mark                     Grid Az
 FX0339:SPC VA S     -  SOUTH NORFOLK ARMOUR BLACK TK            006 20 55.0
 FX0339:UTM  18      -  SOUTH NORFOLK ARMOUR BLACK TK            008 27 43.0
 FX0339
 FX0339|---------------------------------------------------------------------|
 FX0339| PID    Reference Object                     Distance      Geod. Az  |
 FX0339|                                                           dddmmss.s |
 FX0339| FX3454 SOUTH NORFOLK ARMOUR BLACK TK       APPROX. 2.2 KM 0074100.5 |
 FX0339| FX3455 SOUTH NORFOLK ARMOUR SILVER TK      APPROX. 2.1 KM 0103516.0 |
 FX0339| DC8774 DEEP RM 1                             5.371 METERS 08611     |
 FX0339| DC8775 DEEP RM 2                            36.649 METERS 31933     |
 FX0339| FX3428 PORTSMOUTH VEPCO STATION STACK      APPROX. 1.2 KM 3590657.8 |
 FX0339|---------------------------------------------------------------------|
 FX0339
 FX0339                          SUPERSEDED SURVEY CONTROL
 FX0339
 FX0339  NAD 83(1986)-  36 45 37.30813(N)    076 18 02.22367(W) AD(       ) 2
 FX0339  NAD 27      -  36 45 36.76810(N)    076 18 03.43570(W) AD(       ) 2
 FX0339  NGVD 29 (??/??/92)    1.470  (m)            4.82   (f) ADJ UNCH    2 0
 FX0339
 FX0339.Superseded values are not recommended for survey control.
 FX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0339.See file dsdata.txt to determine how the superseded data were derived.
 FX0339
 FX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8391269078(NAD 83)
 FX0339_MARKER: N = NAIL
 FX0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0339+STABILITY: SURFACE MOTION
 FX0339
 FX0339  HISTORY     - Date     Condition        Report By
 FX0339  HISTORY     - 1912     MONUMENTED       CGS
 FX0339  HISTORY     - 1947     GOOD             USE
 FX0339  HISTORY     - 1959     GOOD             CGS
 FX0339  HISTORY     - 1959     GOOD             CGS
 FX0339  HISTORY     - 1985     GOOD             LOCSUR
 FX0339
 FX0339                          STATION DESCRIPTION
 FX0339
 FX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX0339'STATION IS LOCATED ON THE W BANK OF THE SOUTHERN BRANCH OF
 FX0339'ELIZABETH RIVER ABOUT 1/4 MILE N OF THE ENTRANCE TO DEEP CREEK
 FX0339'ON A WOODED POINT.  THE STATION IS 50 FEET W OF HIGH-WATER MARK.
 FX0339'
 FX0339'SUB-SURFACE MARK IS A BLOCK OF CEMENT 6 BY 6 BY 12 INCHES
 FX0339'BURIED ABOUT 2 FEET DEEP, OVER THIS IS A CEMENT BLOCK 6 BY 6 BY
 FX0339'24 INCHES PROJECTING 3 INCHES ABOVE GROUND.  NAIL IN CENTER OF
 FX0339'BLOCK MARKS THE STATION.  TOP OF BLOCK IS MARKED 1912 C.G.S.
 FX0339
 FX0339                          STATION RECOVERY (1947)
 FX0339
 FX0339'RECOVERY NOTE BY US ENGINEERS 1947 (GLA)
 FX0339'LETTER OF G.L. ANDERSON, SUPERVISOR, SE DISTRICT, NORFOLK, VA.,
 FX0339'DATED MARCH 25, 1947--
 FX0339'
 FX0339'STATION DEEP IS A 6- BY 6-INCH CONCRETE MONUMENT, MARKED
 FX0339'U.S.C. AND G.S., 1912.  LOCATED ON THE N SIDE OF AND APPROXIMATELY
 FX0339'1000 FEET N OF ENTRANCE TO DEEP CREEK AND ON THE W SIDE OF
 FX0339'SOUTHERN BRANCH, APPROXIMATELY 50 FEET W FROM THE SHORE LINE.
 FX0339'IT IS ON THE BANK NEAR THE EDGE OF MARSH LAND OR SPOIL AREA.
 FX0339'
 FX0339'REFERENCE MARK 1 IS AT A DISTANCE OF 23.10 FEET NE OF A
 FX0339'NAIL IN THE CENTER OF A TRIANGLE CUT IN AN 8-INCH PINE TREE.
 FX0339'
 FX0339'REFERENCE MARK 2 IS AT A DISTANCE OF 43.70 FEET NW OF A
 FX0339'NAIL IN THE CENTER OF A TRIANGLE CUT IN A 6-INCH OAK TREE.
 FX0339'
 FX0339'REFERENCE MARK 3 IS AT A DISTANCE OF 62 FEET W OF A NAIL IN
 FX0339'THE CENTER OF A TRIANGLE CUT IN AN 18-INCH PINE TREE.
 FX0339
 FX0339                          STATION RECOVERY (1959)
 FX0339
 FX0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX0339'STATION MARK WAS RECOVERED IN GOOD CONDITION AND REFERENCE MARKS
 FX0339'1 AND 2 WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FX0339'
 FX0339'STATION IS LOCATED ON THE WEST SIDE OF THE SOUTHERN BRANCH OF
 FX0339'THE ELIZABETH RIVER, ABOUT 0.5 MILE SOUTH OF THE VIRGINIA
 FX0339'ELECTRIC POWER COMPANY, PORTSMOUTH PLANT, ABOUT 0.25 MILE NORTH
 FX0339'OF THE MOUTH OF DEEP CREEK, 120.0 FEET SOUTH OF THE SOUTHEAST
 FX0339'LEG OF A POWER LINE TOWER, ABOUT 50.0 FEET WEST OF THE HIGH WATER
 FX0339'LINE AND 8.0 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK
 FX0339'IS A 5 BY 5 INCH CONCRETE POST WITH U.S.C. AND G.S. MARKED ON IT
 FX0339'AND A NAIL IN THE CENTER MARKS THE STATION POINT.  IT
 FX0339'PROJECTS ABOUT 6 INCHES.
 FX0339'
 FX0339'REFERENCE MARK NO. 1 IS 11.0 FEET EAST OF A METAL WITNESS POST AND
 FX0339'ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK IS BRAZED TO
 FX0339'THE TOP OF A 2 INCH IRON PIPE AND PROJECTS ABOUT 3 INCHES ABOVE
 FX0339'THE GROUND.  THE DISK IS STAMPED DEEP NO 1 1912 1959.
 FX0339'
 FX0339'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 FX0339'BASE OF THE SOUTHEAST LEG OF A POWER LINE TOWER AND ABOUT 5
 FX0339'FEET HIGHER IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED
 FX0339'DEEP NO 2 1912 1959.
 FX0339'
 FX0339'TO REACH THE STATION FROM THE DRAW BRIDGE OVER THE SOUTHERN
 FX0339'BRANCH OF THE ELIZABETH RIVER, GO WEST ON U.S. HIGHWAY 13 AND
 FX0339'460 FOR 0.65 MILE TO A SIDE ROAD LEFT AND A PHILLIPS OIL COMPANY
 FX0339'BULK PLANT ON THE RIGHT, TURN LEFT AND GO 0.05 MILE CROSSING THE
 FX0339'RAILROAD TRACKS TO A FORK, KEEP LEFT FORK AND GO 0.35 MILE TO THE
 FX0339'SOUTHWEST CORNER OF THE VIRGINIA ELECTRIC POWER COMPANY,
 FX0339'PORTSMOUTH PLANT, FENCE AND A CHAIN GATE ON THE RIGHT, PASS
 FX0339'THROUGH THE CHAIN GATE AND KEEP LEFT AND GO 0.05 MILE
 FX0339'CROSSING A DITCH, TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE
 FX0339'OF THE DITCH FOR 0.45 MILE, THEN TURN LEFT, SOUTHEAST AND
 FX0339'GO 0.35 MILE TO POWER LINE TOWER AND STATION AS DESCRIBED.
 FX0339'
 FX0339'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 FX0339
 FX0339                          STATION RECOVERY (1959)
 FX0339
 FX0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX0339'3.8 MI ENE FROM DEEP CREEK.
 FX0339'ABOUT 2.6 MILES NORTHEAST ALONG SHELL ROAD FROM THE HIGH SCHOOL
 FX0339'AT DEEP CREEK, THENCE ABOUT 0.35 MILE SOUTHEAST AND EAST ALONG
 FX0339'A ROAD LEADING TO THE PORTSMOUTH POWER PLANT AND THE SOUTHWEST
 FX0339'CORNER OF STEEL FENCE AROUND THE PLANT, THENCE 0.05 MILE EAST
 FX0339'PASSING THRU A CHAIN FENCE ALONG THE OUTSIDE OF STEEL FENCE,
 FX0339'THENCE ABOUT 0.55 MILE SOUTH-SOUTHWEST ALONG THE SOUTHEAST
 FX0339'SIDE OF A LARGE DITCH, THENCE ABOUT 0.25 MILE SOUTHEAST AND
 FX0339'EAST ALONG DAM CONTAINING SETTLING AREA TO A THREE LEGGED STEEL
 FX0339'TOWER FOR THE SOUTH ONE OF TWO POWER LINES CROSSING OVER THE
 FX0339'SOUTHERN BRANCH OF THE ELIZABETH RIVER, ABOUT 0.3 MILE NORTH
 FX0339'OF THE CONFLUENCE OF DEEP CREEK AND SOUTHERN BRANCH OF ELIZABETH
 FX0339'RIVER, 119.8 FEET SOUTHEAST OF THE TOP SOUTHEAST CORNER OF
 FX0339'CONCRETE BASE FOR THE EAST LEG OF TOWER, 120.3 FEET SOUTHEAST
 FX0339'OF R M 2, 17.6 FEET WEST OF R M 1, 7 FEET NORTHWEST OF A STEEL
 FX0339'WITNESS POST, AND IS A NAIL IN TOP OF A CONCRETE POST MARKED 1912
 FX0339'C G S, AND PROJECTING 5 INCHES ABOVE THE GROUND.
 FX0339
 FX0339                          STATION RECOVERY (1985)
 FX0339
 FX0339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLT)
 FX0339'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX0339'
 FX0339'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN CITY OF
 FX0339'CHESAPEAKE, VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0991 ***********************************************************************
 FW0991  DESIGNATION -  DEEP
 FW0991  PID         -  FW0991
 FW0991  STATE/COUNTY-  VA/NORTHAMPTON
 FW0991  USGS QUAD   -  NASSAWADOX (1973)
 FW0991
 FW0991                         *CURRENT SURVEY CONTROL
 FW0991  ___________________________________________________________________
 FW0991* NAD 83(1993)-  37 23 57.21042(N)    075 47 50.85961(W)     ADJUSTED  
 FW0991* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0991  ___________________________________________________________________
 FW0991  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FW0991  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FW0991
 FW0991  HORZ ORDER  -  THIRD
 FW0991
 FW0991.The horizontal coordinates were established by classical geodetic methods
 FW0991.and adjusted by the National Geodetic Survey in September 1995..
 FW0991
 FW0991.The orthometric height was scaled from a topographic map.
 FW0991
 FW0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0991
 FW0991.The geoid height was determined by GEOID03.
 FW0991
 FW0991;                    North         East     Units Scale Factor Converg.
 FW0991;SPC VA S     - 1,121,712.003 3,739,248.289   MT  0.99994555   +1 38 24.9
 FW0991;SPC VA S     - 3,680,150.13 12,267,850.43   sFT  0.99994555   +1 38 24.9
 FW0991;UTM  18      - 4,139,459.553   429,417.139   MT  0.99966137   -0 29 03.7
 FW0991
 FW0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0991!SPC VA S     -   1.00000568  x   0.99994555  =   0.99995122
 FW0991!UTM  18      -   1.00000568  x   0.99966137  =   0.99966704
 FW0991
 FW0991:                Primary Azimuth Mark                     Grid Az
 FW0991:SPC VA S     -  GREAT MACHIPONGO RIVER BCN 3             006 36 12.0
 FW0991:UTM  18      -  GREAT MACHIPONGO RIVER BCN 3             008 43 40.6
 FW0991
 FW0991|---------------------------------------------------------------------|
 FW0991| PID    Reference Object                     Distance      Geod. Az  |
 FW0991|                                                           dddmmss.s |
 FW0991| FW0994 GREAT MACHIPONGO RIVER BCN 3        APPROX. 7.1 KM 0081436.9 |
 FW0991| FW0993 GREAT MACHIPONGO RIVER BCN 2        APPROX. 6.5 KM 0170320.7 |
 FW0991| FW0997 LITTLE MACHIPONGO IN N CHAN BN      APPROX. 7.6 KM 0224957.1 |
 FW0991| FW0995 GREAT MACHIPONGO RIVER CHAN LT      APPROX. 5.1 KM 0303509.3 |
 FW0991| FW0880 CUNJER CHAN BCN RED AND BLACK       APPROX. 9.1 KM 0393400.5 |
 FW0991| FW0886 LITTLE MACHIPONGO NORTH INLET       APPROX. 9.5 KM 0531329.5 |
 FW0991| FW0862 HOG ISLAND LIGHTHOUSE               APPROX. 8.6 KM 0920256.3 |
 FW0991| FW0852 GREAT MACHIPONGO IN BLACK BCN       APPROX. 7.3 KM 1235924.4 |
 FW0991| FW0853 WEST SHACK NORTH GABLE              APPROX. 8.0 KM 1270037.3 |
 FW0991| FW0851 EAST SHACK EAST GABLE               APPROX. 8.2 KM 1284353.7 |
 FW0991| DC7207 DEEP RM 1                            17.000 METERS 22201     |
 FW0991| DC7208 DEEP RM 2                            17.465 METERS 24936     |
 FW0991|---------------------------------------------------------------------|
 FW0991
 FW0991                          SUPERSEDED SURVEY CONTROL
 FW0991
 FW0991  NAD 83(1993)-  37 23 57.20912(N)    075 47 50.85553(W) AD(       ) 3
 FW0991  NAD 83(1986)-  37 23 57.21211(N)    075 47 50.89970(W) AD(       ) 3
 FW0991  NAD 27      -  37 23 56.71716(N)    075 47 52.16562(W) AD(       ) 3
 FW0991
 FW0991.Superseded values are not recommended for survey control.
 FW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0991.See file dsdata.txt to determine how the superseded data were derived.
 FW0991
 FW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2941739460(NAD 83)
 FW0991_MARKER: DS = TRIANGULATION STATION DISK
 FW0991_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0991_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0991
 FW0991  HISTORY     - Date     Condition        Report By
 FW0991  HISTORY     - 1933     MONUMENTED       CGS
 FW0991  HISTORY     - 1934     GOOD             CGS
 FW0991  HISTORY     - 1942     GOOD             CGS
 FW0991  HISTORY     - 1958     GOOD             CGS
 FW0991  HISTORY     - 1961     GOOD             CGS
 FW0991  HISTORY     - 1962     GOOD             CGS
 FW0991
 FW0991                          STATION DESCRIPTION
 FW0991
 FW0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0991'STATION IS LOCATED ON MARSH LAND COVERED AT HIGH WATER ON
 FW0991'THE DEEPS.
 FW0991'
 FW0991'THE STATION IS 40 FEET W OF THE W BANK OF A CREEK MAKING IN
 FW0991'FROM THE DEEPS AND IS OPPOSITE A SHELL PILE AND AN OLD DOCK.
 FW0991'
 FW0991'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW0991'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE.
 FW0991
 FW0991                          STATION RECOVERY (1934)
 FW0991
 FW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0991'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0991'
 FW0991'STATION LOCATED ON A MARSH ON THE N SIDE OF THE DEEPS W
 FW0991'OF GREAT MACHIPONGO RIVER.
 FW0991'
 FW0991'THE STATION IS ABOUT 1/4 MILE W OF A LARGE CREEK LOCALLY
 FW0991'KNOWN AS SHORT PRONG.  123 METERS NW OF SOUTH POINT OF MARSH.
 FW0991'ABOUT 50 FEET W OF A SMALL DRAIN RUNNING N FROM THE DEEPS AND
 FW0991'ABOUT 300 FEET S OF SHELL PILE AND OLD DOCK ON N SIDE OF
 FW0991'CREEK.  HIGH WATER COVERS THE STATION.
 FW0991
 FW0991                          STATION RECOVERY (1942)
 FW0991
 FW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0991'THIS STATION IS LOCATED ON A LARGE MARSH ISLAND ON THE N
 FW0991'SIDE OF THE DEEPS, W OF GREAT MACHIPONGO RIVER, ABOUT 0.3
 FW0991'MILE W OF SHORT PRONG CREEK, 123 METERS NW OF THE S POINT
 FW0991'OF THE MARSH ISLAND, ABOUT 50 FEET W OF A SMALL DRAIN RUNNING
 FW0991'N FROM THE DEEPS, AND ABOUT 300 FEET S OF A SHELL PILE, AND
 FW0991'AN OLD DOCK IN RUINS ON THE N SIDE OF THE DRAIN.  THIS STATION
 FW0991'IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED DEEP
 FW0991'1933, SET IN CONCRETE IN THE TOP OF A 6-INCH IN DIAMETER TILE
 FW0991'PIPE, WHICH EXTENDS 4 INCHES ABOVE THE GROUND.  THIS STATION
 FW0991'IS IN GOOD CONDITION.
 FW0991'
 FW0991'REFERENCE MARK NO. 1 IS ABOUT 105 FEET W OF THE DRAIN, AND
 FW0991'17.000 METERS W OF THE STATION.  THIS MARK IS A BRONZE DISK
 FW0991'REFERENCE MARK, STAMPED 1 1933, SET IN CONCRETE IN THE TOP
 FW0991'OF A 6-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS 6 INCHES
 FW0991'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0991'
 FW0991'REFERENCE MARK NO. 2 IS LOCATED 17.465 METERS N OF THE STATION,
 FW0991'AND 19.162 METERS NE OF REFERENCE MARK NO. 1.  THIS MARK IS
 FW0991'A BRONZE DISK REFERENCE MARK, STAMPED 2 1933, SET IN CONCRETE
 FW0991'IN THE TOP OF A 6-INCH IN DIAMETER TILE PIPE WHICH EXTENDS
 FW0991'4 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0991'
 FW0991'N.B.--HIGH WATER COVERS THE STATION.
 FW0991
 FW0991                          STATION RECOVERY (1958)
 FW0991
 FW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0991'STATION RECOVERED AS DESCRIBED.  THE TERRA-COTTA PIPE OF THE
 FW0991'STATION MARK IS CRACKED AND THE CEMENT IS DECAYING ON THE
 FW0991'OUTER EDGE.  REFERENCE MARK NO. 1 WAS FOUND WITH THE TOP
 FW0991'BROKEN OFF AND REFERENCE MARK NO. 2 WAS FOUND WITH THE TOP
 FW0991'COMPLETELY GONE.
 FW0991'
 FW0991'THE STATION MARK IS LOCATED NEAR A WOODEN STAKE.
 FW0991
 FW0991                          STATION RECOVERY (1961)
 FW0991
 FW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0991'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 FW0991'NO. 1 AND NO. 2 ARE DESTROYED.  THE BASE PORTION OF REFERENCE
 FW0991'MARK NO. 1 WAS FOUND BUT NOT THE DISK.  NO EVIDENCE
 FW0991'OF REFERENCE MARK NO. 2 COULD BE FOUND.
 FW0991
 FW0991                          STATION RECOVERY (1962)
 FW0991
 FW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0991'STATION WAS RECOVERED AS DESCRIBED IN 1958.  THE STATION MARK
 FW0991'IS 1.5 FEET SOUTH OF A CGS WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3199 ***********************************************************************
 FX3199  DESIGNATION -  DEEP
 FX3199  PID         -  FX3199
 FX3199  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3199  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3199
 FX3199                         *CURRENT SURVEY CONTROL
 FX3199  ___________________________________________________________________
 FX3199* NAD 83(1993)-  36 58 34.73544(N)    076 18 45.37475(W)     ADJUSTED  
 FX3199* NAVD 88     -                                                        
 FX3199  ___________________________________________________________________
 FX3199  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 FX3199  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX3199
 FX3199  HORZ ORDER  -  THIRD
 FX3199
 FX3199.The horizontal coordinates were established by classical geodetic methods
 FX3199.and adjusted by the National Geodetic Survey in September 1995..
 FX3199
 FX3199
 FX3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3199
 FX3199.The geoid height was determined by GEOID03.
 FX3199
 FX3199;                    North         East     Units Scale Factor Converg.
 FX3199;SPC VA S     - 1,073,610.678 3,694,740.591   MT  0.99996857   +1 19 39.3
 FX3199;SPC VA S     - 3,522,337.70 12,121,828.09   sFT  0.99996857   +1 19 39.3
 FX3199;UTM  18      - 4,093,049.977   383,170.583   MT  0.99976814   -0 47 22.6
 FX3199
 FX3199                          SUPERSEDED SURVEY CONTROL
 FX3199
 FX3199  NAD 83(1986)-  36 58 34.74081(N)    076 18 45.41098(W) AD(       ) 4
 FX3199  NAD 27      -  36 58 34.21800(N)    076 18 46.61300(W) AD(       ) 3
 FX3199
 FX3199.Superseded values are not recommended for survey control.
 FX3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3199.See file dsdata.txt to determine how the superseded data were derived.
 FX3199
 FX3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8317193050(NAD 83)
 FX3199
 FX3199  HISTORY     - Date     Condition        Report By
 FX3199  HISTORY     - UNK      MONUMENTED
 FX3199  HISTORY     - 1951     MARK NOT FOUND   CGS
 FX3199
 FX3199                          STATION DESCRIPTION
 FX3199
 FX3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EOH)
 FX3199'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1336 ***********************************************************************
 FW1336  DESIGNATION -  DEEP 1904
 FW1336  PID         -  FW1336
 FW1336  STATE/COUNTY-  VA/ACCOMACK
 FW1336  USGS QUAD   -  CHESCONESSEX (1986)
 FW1336
 FW1336                         *CURRENT SURVEY CONTROL
 FW1336  ___________________________________________________________________
 FW1336* NAD 83(1993)-  37 46 20.21200(N)    075 45 08.94927(W)     ADJUSTED  
 FW1336* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1336  ___________________________________________________________________
 FW1336  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FW1336  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW1336
 FW1336  HORZ ORDER  -  THIRD
 FW1336
 FW1336.The horizontal coordinates were established by classical geodetic methods
 FW1336.and adjusted by the National Geodetic Survey in November 1994..
 FW1336
 FW1336.The orthometric height was scaled from a topographic map.
 FW1336
 FW1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1336
 FW1336.The geoid height was determined by GEOID03.
 FW1336
 FW1336;                    North         East     Units Scale Factor Converg.
 FW1336;SPC VA S     - 1,163,212.493 3,742,023.871   MT  0.99997030   +1 40 03.1
 FW1336;SPC VA S     - 3,816,306.32 12,276,956.65   sFT  0.99997030   +1 40 03.1
 FW1336;UTM  18      - 4,180,816.191   433,729.499   MT  0.99965409   -0 27 39.4
 FW1336
 FW1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1336!SPC VA S     -   1.00000559  x   0.99997030  =   0.99997589
 FW1336!UTM  18      -   1.00000559  x   0.99965409  =   0.99965968
 FW1336
 FW1336:                Primary Azimuth Mark                     Grid Az
 FW1336:SPC VA S     -  HUNT 1904                                050 03 08.6
 FW1336:UTM  18      -  HUNT 1904                                052 10 51.1
 FW1336
 FW1336|---------------------------------------------------------------------|
 FW1336| PID    Reference Object                     Distance      Geod. Az  |
 FW1336|                                                           dddmmss.s |
 FW1336| FW1090 HUNT 1904                           APPROX. 3.7 KM 0514311.7 |
 FW1336| FW1338 OLD HOUSE SOUTH CHIMNEY             APPROX. 2.2 KM 3521055.1 |
 FW1336|---------------------------------------------------------------------|
 FW1336
 FW1336                          SUPERSEDED SURVEY CONTROL
 FW1336
 FW1336  NAD 83(1993)-  37 46 20.21107(N)    075 45 08.95998(W) AD(       ) 3
 FW1336  NAD 83(1986)-  37 46 20.21131(N)    075 45 08.97995(W) AD(       ) 3
 FW1336  NAD 27      -  37 46 19.72100(N)    075 45 10.23100(W) AD(       ) 3
 FW1336
 FW1336.Superseded values are not recommended for survey control.
 FW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1336.See file dsdata.txt to determine how the superseded data were derived.
 FW1336
 FW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3372980816(NAD 83)
 FW1336_MARKER: Z = SEE DESCRIPTION
 FW1336_SETTING: 0 = UNSPECIFIED SETTING
 FW1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1336
 FW1336  HISTORY     - Date     Condition        Report By
 FW1336  HISTORY     - 1904     MONUMENTED       CGS
 FW1336  HISTORY     - 1907     GOOD             CGS
 FW1336  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW1336
 FW1336                          STATION DESCRIPTION
 FW1336
 FW1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (EBL)
 FW1336'STATION IS ON THE S SIDE OF THE CREEK OF THE SAME NAME IN
 FW1336'ACCOMAC COUNTY.  STATION IS JUST W OF A SMALL GUT THAT MAKES
 FW1336'TO THE SOUTHWARD AND DISTANT ABOUT 75 METERS FROM THE LAST HOUSE
 FW1336'ON THE MARSH.  IT IS ABOUT 400 METERS W OF SAVAGES STORE.
 FW1336'STATION IS MARKED WITH A SECTION OF GALVANIZED PIPE EXTENDING
 FW1336'6 INCHES ABOVE THE PRESENT SURFACE OF THE MARSH.
 FW1336
 FW1336                          STATION RECOVERY (1907)
 FW1336
 FW1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1907 (OWF)
 FW1336'STATION RECOVERED AS DESCRIBED.
 FW1336
 FW1336                          STATION RECOVERY (1942)
 FW1336
 FW1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1336'A THOROUGH SEARCH FOR TWO HOURS WAS MADE FOR THIS STATION IN
 FW1336'THE VICINITY OF DEEP CREEK WITHOUT FINDING THE STATION.  THERE
 FW1336'WAS ONLY ONE REFERENCE OF ANY VALUE MENTIONED IN THE DESCRIPTION
 FW1336'AND DISTANT ABOUT 75 METERS FROM THE LAST HOUSE ON THE MARSH.
 FW1336'THIS HOUSE HAS BEEN DESTROYED SINCE NO EVIDENCE OF IT WAS
 FW1336'FOUND.
 FW1336'
 FW1336'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2230 ***********************************************************************
 GV2230  DESIGNATION -  DEEP AZ MK
 GV2230  PID         -  GV2230
 GV2230  STATE/COUNTY-  VA/AMELIA
 GV2230  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2230
 GV2230                         *CURRENT SURVEY CONTROL
 GV2230  ___________________________________________________________________
 GV2230* NAD 83(1986)-  37 15 29.     (N)    077 52 30.     (W)     SCALED    
 GV2230* NAVD 88     -        88.154  (meters)     289.22   (feet)  ADJUSTED  
 GV2230  ___________________________________________________________________
 GV2230  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV2230  DYNAMIC HT  -          88.092 (meters)     289.02  (feet)  COMP
 GV2230  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 GV2230
 GV2230  VERT ORDER  -  SECOND    CLASS 0
 GV2230
 GV2230.The horizontal coordinates were scaled from a topographic map and have
 GV2230.an estimated accuracy of +/- 6 seconds.
 GV2230
 GV2230.The orthometric height was determined by differential leveling
 GV2230.and adjusted by the National Geodetic Survey in June 1991..
 GV2230
 GV2230.The geoid height was determined by GEOID03.
 GV2230
 GV2230.The dynamic height is computed by dividing the NAVD 88
 GV2230.geopotential number by the normal gravity value computed on the
 GV2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2230.degrees latitude (g = 980.6199 gals.).
 GV2230
 GV2230.The modeled gravity was interpolated from observed gravity values.
 GV2230
 GV2230;                    North         East    Units  Estimated Accuracy
 GV2230;SPC VA S     - 1,102,800.    3,555,440.      MT  (+/- 180 meters Scaled)
 GV2230
 GV2230                          SUPERSEDED SURVEY CONTROL
 GV2230
 GV2230  NGVD 29 (??/??/??)   88.430  (m)          290.12   (f) ADJUSTED    2 0
 GV2230
 GV2230.Superseded values are not recommended for survey control.
 GV2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2230.See file dsdata.txt to determine how the superseded data were derived.
 GV2230
 GV2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG450273(NAD 83)
 GV2230_MARKER: DZ = AZIMUTH MARK DISK
 GV2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2230_STAMPING: DEEP 1942
 GV2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2230+STABILITY: SURFACE MOTION
 GV2230
 GV2230  HISTORY     - Date     Condition        Report By
 GV2230  HISTORY     - 1942     MONUMENTED       CGS
 GV2230  HISTORY     - 1961     GOOD             CGS
 GV2230  HISTORY     - 1974     GOOD             NGS
 GV2230  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 GV2230  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2230  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2230
 GV2230                          STATION DESCRIPTION
 GV2230
 GV2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2230'3.2 MI NE FROM EARLS.
 GV2230'2.3 MILES NORTH-NORTHEAST ALONG STATE HIGHWAY 153 FROM THE
 GV2230'POST OFFICE AT EARLS, AMELIA COUNTY, 0.25 MILE NORTHEAST OF
 GV2230'TRIANGULATION STATION DEEP DESCRIBED ABOVE, 0.15 MILE SOUTHWEST
 GV2230'OF A LARGE TWO-STORY FARMHOUSE ON THE EAST SIDE OF THE HIGHWAY,
 GV2230'AT THE JUNCTION OF A ROAD LEADING WEST, AND 33.6 FEET EAST
 GV2230'OF THE CENTERLINE OF THE HIGHWAY.
 GV2230'NOTE-- IT IS 0.25 MILE NORTHEAST OF TRIANGULATION STATION
 GV2230'DEEP, NOT 0.2 MILE.  THE MARK IS ABOUT 3 FEET HIGHER THAN
 GV2230'THE ROAD AND 1.5 FEET WEST OF A CGS WITNESS SIGN.
 GV2230
 GV2230                          STATION RECOVERY (1974)
 GV2230
 GV2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV2230'RECOVERED IN GOOD CONDITION.
 GV2230
 GV2230                          STATION RECOVERY (1991)
 GV2230
 GV2230'RECOVERY NOTE BY US POWER SQUADRON 1991 (MP)
 GV2230'MARK NOT FOUND.
 GV2230
 GV2230                          STATION RECOVERY (2000)
 GV2230
 GV2230'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2230'MARK NOT FOUND.
 GV2230
 GV2230                          STATION RECOVERY (2004)
 GV2230
 GV2230'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0320 ***********************************************************************
 FX0320  DESIGNATION -  DEEP CREEK
 FX0320  PID         -  FX0320
 FX0320  STATE/COUNTY-  VA/C OF NORFOLK
 FX0320  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0320
 FX0320                         *CURRENT SURVEY CONTROL
 FX0320  ___________________________________________________________________
 FX0320* NAD 83(1993)-  36 45 03.82267(N)    076 20 40.98286(W)     ADJUSTED  
 FX0320* NAVD 88     -         2.944  (meters)       9.66   (feet)  POSTED    
 FX0320  ___________________________________________________________________
 FX0320  X           -   1,207,912.662 (meters)                     COMP
 FX0320  Y           -  -4,971,917.725 (meters)                     COMP
 FX0320  Z           -   3,795,273.685 (meters)                     COMP
 FX0320  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FX0320  ELLIP HEIGHT-         -33.98  (meters)          (09/08/95) GPS OBS
 FX0320  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX0320  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 FX0320  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 FX0320
 FX0320  HORZ ORDER  -  FIRST
 FX0320  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0320  ELLP ORDER  -  FOURTH    CLASS II
 FX0320
 FX0320.The horizontal coordinates were established by classical geodetic methods
 FX0320.and adjusted by the National Geodetic Survey in September 1995..
 FX0320
 FX0320.The orthometric height was determined by differential leveling
 FX0320.and adjusted by the National Geodetic Survey in 1992..
 FX0320.No vertical observational check was made to the station.
 FX0320.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0320.was located on a no-check spur therefore a value was not computed.
 FX0320
 FX0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX0320
 FX0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0320
 FX0320.The ellipsoidal height was determined by GPS observations
 FX0320.and is referenced to NAD 83.
 FX0320
 FX0320.The geoid height was determined by GEOID03.
 FX0320
 FX0320.The dynamic height is computed by dividing the NAVD 88
 FX0320.geopotential number by the normal gravity value computed on the
 FX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0320.degrees latitude (g = 980.6199 gals.).
 FX0320
 FX0320.The modeled gravity was interpolated from observed gravity values.
 FX0320
 FX0320;                    North         East     Units Scale Factor Converg.
 FX0320;SPC VA S     - 1,048,554.289 3,692,452.736   MT  1.00000287   +1 18 29.1
 FX0320;SPC VA S     - 3,440,131.86 12,114,322.02   sFT  1.00000287   +1 18 29.1
 FX0320;UTM  18      - 4,068,100.373   379,960.250   MT  0.99977752   -0 48 16.9
 FX0320
 FX0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0320!SPC VA S     -   1.00000533  x   1.00000287  =   1.00000820
 FX0320!UTM  18      -   1.00000533  x   0.99977752  =   0.99978285
 FX0320
 FX0320:                Primary Azimuth Mark                     Grid Az
 FX0320:SPC VA S     -  DEEP CREEK AZ MK                         031 23 07.2
 FX0320:UTM  18      -  DEEP CREEK AZ MK                         033 29 53.2
 FX0320
 FX0320|---------------------------------------------------------------------|
 FX0320| PID    Reference Object                     Distance      Geod. Az  |
 FX0320|                                                           dddmmss.s |
 FX0320| FX0319 DEEP CREEK AZ MK                                   0324136.3 |
 FX0320| FX0322 DEEP CREEK RM 4                      21.574 METERS 14242     |
 FX0320| FX0321 DEEP CREEK RM 1                      34.247 METERS 15336     |
 FX0320| FX0324 DEEP CREEK RM 5                      18.063 METERS 15425     |
 FX0320| FX0323 DEEP CREEK RM 2                      42.873 METERS 22633     |
 FX0320| DC8776 DEEP CREEK RM 3 AZIMUTH                            35705     |
 FX0320|---------------------------------------------------------------------|
 FX0320
 FX0320                          SUPERSEDED SURVEY CONTROL
 FX0320
 FX0320  NAD 83(1986)-  36 45 03.82880(N)    076 20 41.01822(W) AD(       ) 1
 FX0320  NAD 27      -  36 45 03.29000(N)    076 20 42.21900(W) AD(       ) 1
 FX0320  NGVD 29 (??/??/92)    3.199  (m)           10.50   (f) ADJ UNCH    2 0
 FX0320
 FX0320.Superseded values are not recommended for survey control.
 FX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0320.See file dsdata.txt to determine how the superseded data were derived.
 FX0320
 FX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7996068100(NAD 83)
 FX0320_MARKER: DS = TRIANGULATION STATION DISK
 FX0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX0320_STAMPING: DEEP CREEK 1932
 FX0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0320+STABILITY: SURFACE MOTION
 FX0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0320+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 FX0320
 FX0320  HISTORY     - Date     Condition        Report By
 FX0320  HISTORY     - 1932     MONUMENTED       CGS
 FX0320  HISTORY     - 1937     GOOD             CGS
 FX0320  HISTORY     - 1943     GOOD             CGS
 FX0320  HISTORY     - 1954     GOOD             AMS
 FX0320  HISTORY     - 1959     GOOD             CGS
 FX0320  HISTORY     - 1959     GOOD             NGS
 FX0320  HISTORY     - 1965     GOOD             CGS
 FX0320  HISTORY     - 1974     GOOD             NGS
 FX0320  HISTORY     - 1974     GOOD             NGS
 FX0320  HISTORY     - 1977     GOOD             NGS
 FX0320  HISTORY     - 1987     GOOD             NGS
 FX0320  HISTORY     - 19910101 GOOD             VADHT
 FX0320  HISTORY     - 20010721 GOOD             USPSQD
 FX0320
 FX0320                          STATION DESCRIPTION
 FX0320
 FX0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 FX0320'THIS STATION IS AT DEEP CREEK, A SMALL TOWN ABOUT 6 MILES S
 FX0320'OF PORTSMOUTH ON HIGHWAY 17.
 FX0320'
 FX0320'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FX0320'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 FX0320'
 FX0320'REFERENCE MARK NO. 1 IS 112.36 FEET FROM THE STATION 50.30
 FX0320'FEET FROM THE SE CORNER OF THE CHURCH, 27.58 FEET FROM THE
 FX0320'SW CORNER.  REFERENCE MARK NO. 2 IS 140.70 FEET FROM THE STATION,
 FX0320'2 FEET N OF TELEPHONE POLE, 43 FEET S OF THE CENTER LINE OF THE
 FX0320'ROAD, 76.70 FEET FROM THE NW CORNER OF THE CHURCH, AND 49.55
 FX0320'FEET NW OF LARGE TREE ON THE N SIDE OF THE CHURCH.  REFERENCE
 FX0320'MARK NO. 3 IS ABOUT 1/4 MILE FROM THE STATION, 8 METERS E
 FX0320'OF THE CENTER LINE OF HIGHWAY 17, 10 METERS SW OF SW CORNER OF
 FX0320'WHITE HOUSE, 4 METERS SW OF 24-INCH ELM, 3 METERS SE OF AN
 FX0320'8-INCH MAPLE TREE.
 FX0320'
 FX0320'TO REACH FROM THE SCHOOLHOUSE AT DEEP CREEK GO N ON HIGHWAY 17,
 FX0320'0.6 MILE OR 0.3 MILE BEYOND BRIDGE OVER CREEK AND TURN RIGHT ON
 FX0320'PAVED T-ROAD (E) AND PROCEED ABOUT 100 YARDS TO THE REHOBOTH
 FX0320'METHODIST CHURCH.  THE STATION IS IN THE CHURCHYARD 32 FEET
 FX0320'SE OF THE CENTER LINE OF THE ROAD, 57.72 FEET FROM THE NE CORNER
 FX0320'OF THE CHURCH AND 62 FEET FROM THE SE CORNER OF THE CHURCH.
 FX0320'
 FX0320'HEIGHT OF SIGNAL ABOVE STATION MARK - 32 METERS.
 FX0320
 FX0320                          STATION RECOVERY (1937)
 FX0320
 FX0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (SBG)
 FX0320'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE,
 FX0320'AND AS FOLLOWS--
 FX0320'
 FX0320'THIS STATION IS AT DEEP CREEK, A SMALL TOWN ABOUT 6 MILES S
 FX0320'OF PORTSMOUTH ON HIGHWAY 17.
 FX0320'
 FX0320'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FX0320'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 FX0320'
 FX0320'REFERENCE MARK NO. 1 IS 112.36 FEET FROM THE STATION, 50.30
 FX0320'FEET FROM THE SE CORNER OF THE CHURCH, 27.58 FEET FROM THE
 FX0320'SW CORNER OF THE CHURCH, IN AZIMUTH 333 DEG 33 MIN.  REFERENCE
 FX0320'MARK NO. 2 IS 2 FEET N OF TELEPHONE POLE, 43 FEET S OF THE CENTER
 FX0320'LINE OF THE ROAD, 76.70 FEET FROM THE NW CORNER OF THE CHURCH,
 FX0320'49.55 FEET NW OF A LARGE TREE ON THE N SIDE OF THE CHURCH, AND
 FX0320'140.70 FEET FROM THE STATION IN AZIMUTH 46 DEG 32 MIN.
 FX0320'REFERENCE MARK NO. 3 IS 8.0 METERS E OF THE CENTER LINE OF
 FX0320'HIGHWAY 17, 10 METERS SW OF THE SW CORNER OF WHITE HOUSE, 4.0
 FX0320'METERS SW OF 24-INCH ELM TREE, 3.0 METERS SE OF AN 8-INCH
 FX0320'MAPLE TREE, AND APPROXIMATELY 1/4 MILE FROM STATION IN
 FX0320'AZIMUTH 177 DEG 01 MIN.
 FX0320'
 FX0320'DIRECTIONS TO REACH STATION ARE ADEQUATE AS DESCRIBED IN
 FX0320'ESTABLISHED DATA.
 FX0320
 FX0320                          STATION RECOVERY (1943)
 FX0320
 FX0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX0320'FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FX0320
 FX0320                          STATION RECOVERY (1954)
 FX0320
 FX0320'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX0320'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 FX0320'MARKS 1 AND 2 RECOVERED AS DESCRIBED.  REFERENCE MARK NO.
 FX0320'3 NOT FOUND.  THE STATION MARK IS 70 FEET NORTHWEST OF NORTHWEST
 FX0320'CORNER OF CHURCH, 56 FEET NORTHEAST OF NORTHEAST CORNER OF
 FX0320'CHURCH, 32 FEET SOUTHEAST OF CENTERLINE NE-SW ROAD AND STAMPED
 FX0320'DEEP CREEK 1932.
 FX0320
 FX0320                          STATION RECOVERY (1959)
 FX0320
 FX0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX0320'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED AND FOUND
 FX0320'IN GOOD CONDITION.  R.M. 3 (AZIMUTH MARK) HAS BEEN DESTROYED.
 FX0320'R.M. 1 IS OBSTRUCTED AND NO DISTANCE OR DIRECTION WAS TAKEN
 FX0320'ON IT.  A NEW AZIMUTH MARK AND R.M. 4 WAS ESTABLISHED.  DUE TO AN
 FX0320'ADDITION TO THE CHURCH A NEW DESCRIPTION ON THE MARKS FOLLOWS.
 FX0320'
 FX0320'STATION, STAMPED DEEP CREEK 1932, PROJECTS ABOUT 3 INCHES.
 FX0320'IT IS 58 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH,
 FX0320'57 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH AND
 FX0320'30 FEET SOUTHEAST OF THE CENTERLINE OF SHELL RD.
 FX0320'
 FX0320'R.M. 1, AS DESCRIBED IN 1932.
 FX0320'
 FX0320'R.M. 2, STAMPED DEEP CREEK NO 2 1932, PROJECTS ABOUT 4 INCHES.
 FX0320'IT IS 45 FEET SOUTH OF THE CENTERLINE OF SHELL ROAD, 3 FEET WEST
 FX0320'OF POWER POLE 2 AND ABOUT 1 FOOT ABOVE THE ELEVATION OF THE
 FX0320'STATION.
 FX0320'
 FX0320'R.M. 4, STAMPED DEEP CREEK NO 4 1932 1959, IS SET FLUSH WITH
 FX0320'THE SURFACE OF THE GROUND.  IT IS 2 FEET EAST OF THE NORTHEAST
 FX0320'CORNER OF THE CHURCH AND IS ABOUT THE SAME ELEVATION AS THE
 FX0320'STATION.  NOTE 11A.
 FX0320'
 FX0320'AZIMUTH MARK, STAMPED DEEP CREEK 1932 1959, IS CEMENTED IN A
 FX0320'DRILL HOLE IN THE SIDEWALK AT THE WEST CORNER OF THE PORCH
 FX0320'AT THE CENTER ONE OF THREE ENTRANCES ON THE SOUTHWEST SIDE OF
 FX0320'THE DEEP CREEK HIGH SCHOOL.
 FX0320'
 FX0320'1932 TO-REACH IS ADEQUATE.
 FX0320
 FX0320                          STATION RECOVERY (1959)
 FX0320
 FX0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FX0320'AT DEEP CREEK.
 FX0320'AT DEEP CREEK, 130 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAY
 FX0320'17 (GEORGE WASHINGTON HIGHWAY) AND SHELL ROAD, 30 FEET SOUTHEAST
 FX0320'OF THE CENTER LINE OF SHELL ROAD, 69 1/2 FEET NORTHWEST OF THE
 FX0320'NORTHEAST CORNER OF REHOBOTH METHODIST CHRCH, 57.3 FEET NORTHEAST
 FX0320'OF THE NORTHWEST CORNER OF THE CHURCH, 140.6 FEET NORTHEAST
 FX0320'OF R M 2, 70.8 FEET NORTHWEST OF R M 4, ABOUT LEVEL WITH THE
 FX0320'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FX0320'ABOVE THE GROUND.
 FX0320
 FX0320                          STATION RECOVERY (1965)
 FX0320
 FX0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 FX0320'RECOVERED AS DESCRIBED BY J.C. CHILDS IN 1959 AND ALL MARKS
 FX0320'WERE FOUND TO BE IN GOOD CONDITION.  THE 1959 DESCRIPTION IS
 FX0320'ADEQUATE.
 FX0320
 FX0320                          STATION RECOVERY (1974)
 FX0320
 FX0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FX0320'STATION WAS RECOVERED AS DESCRIBED BY J. C. C. IN 1959 AND ALL MARKS
 FX0320'EXCEPT THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE
 FX0320'CORNER OF SIDEWALK HAS BEEN BROKEN OFF AND THE DISK HAD BEEN
 FX0320'REMOVED.  NO OTHER STATIONS OR OBJECTS ARE VISIBLE FROM STATION SO A
 FX0320'NEW AZIMUTH MARK WAS NOT ESTABLISHED.  THE PROPERTY OWNERS REQUESTED
 FX0320'THAT REFERENCE MARKS NO. 1 AND 4 BE RELOCATED DUE TO THE
 FX0320'CONSTRUCTION OF CLASSROOMS ON REAR OF CHURCH SO REFERENCE MARK NO.
 FX0320'5 WAS ESTABLISHED AND REFERENCE MARKS NO. 1 AND 4 WERE DESTROYED.
 FX0320'A DIFFERENCE OF .02 FOOT OR .005 METER LONGER WAS FOUND IN THE
 FX0320'DISTANCE TO REFERENCE MARK NO. 2 AND A DIFFERENCE OF .02 FOOT OR
 FX0320'.007 METER LONGER WAS FOUND IN THE DISTANCE TO
 FX0320'REFERENCE MARK NO. 4.  A SMALL DIFFERENCE WAS
 FX0320'FOUND IN THE DIRECTION BETWEEN THE MARKS.  THE 1959
 FX0320'DESCRIPTION OF STATION IS ADEQUATE.
 FX0320'
 FX0320'REFERENCE MARK NO. 5 IS 15 FEET WEST OF THE NORTHEAST CORNER OF
 FX0320'CHURCH, 2 FEET WEST OF THE WEST END OF STEPS AND 2 FEET NORTH OF THE
 FX0320'NORTH SIDE OF CHURCH.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 FX0320'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, ABOUT 1 INCH BELOW
 FX0320'THE SURFACE AND THE DISK IS STAMPED DEEP CREEK 1932 NO 5 1974.
 FX0320'
 FX0320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DEEP CREEK.
 FX0320
 FX0320                          STATION RECOVERY (1974)
 FX0320
 FX0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FX0320'RECOVERED IN GOOD CONDITION.
 FX0320
 FX0320                          STATION RECOVERY (1977)
 FX0320
 FX0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RLW)
 FX0320'STATION AS DESCRIBED GOOD.
 FX0320'AZIMUTH BRASS CAP HAS BEEN REMOVED-DRILL HOLE IS OBVIOUS.
 FX0320
 FX0320                          STATION RECOVERY (1987)
 FX0320
 FX0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX0320'THE STATION WAS RECOVERED AT THIS DATE, IN GOOD CONDITION.
 FX0320'NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 FX0320'
 FX0320'THE STATION IS LOCATED IN THE SMALL TOWN
 FX0320'OF DEEP CREEK AND IN THE SIDE YARD OF A CHURCH.
 FX0320'OWNERSHIP--REHOBETH NEW AME CHURCH, SHELL ROAD, CHESAPEAKE VA 34433.
 FX0320'
 FX0320'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 FX0320'U.S. HIGHWAY 17 IN CHESAPEAKE, GO SOUTH ON HIGHWAY 17 FOR 0.9 KM
 FX0320'(0.55 MI) TO A STREET LEFT.  TURN LEFT AND GO NORTHEAST ON SHELL
 FX0320'ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT ON THE
 FX0320'OUTSIDE OF A CURVE.
 FX0320'
 FX0320'THE STATION IS A STANDARD CGS DISK
 FX0320'STAMPED---DEEP CREEK 1932---,
 FX0320'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FX0320'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FX0320'17.5 METERS (57.4 FT) NORTHEAST FROM THE CHURCH CORNERSTONE,
 FX0320'16.2 METERS (53.1 FT) WEST FROM THE NORTHWEST CORNER OF THE CHURCH
 FX0320'WING,
 FX0320'10.2 METERS (33.5 FT) SOUTHEAST FROM THE CENTER OF THE ROAD,
 FX0320'9.7 METERS (31.8 FT) EAST FROM A FENCE POST SUPPORTING A STEEL
 FX0320'CABLE, AND
 FX0320'9.2 METERS (30.2 FT) WEST FROM A UTILITY POLE RA 24.  NO
 FX0320'INFORMATION AVAILABLE ON A SUBSURFACE MARK.
 FX0320'
 FX0320'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FX0320'1987.
 FX0320'
 FX0320'THIS STATION IS SUITABLE FOR GPS SURVEYS, BUT SOME BLOCKAGE TO THE
 FX0320'EAST, SOUTH AND SOUTHWEST.
 FX0320'
 FX0320'DESCRIBED BY G.R. HEID.
 FX0320
 FX0320                          STATION RECOVERY (1991)
 FX0320
 FX0320'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 (JLS)
 FX0320'STATION RECOVERED AS DESCRIBED IN 1959.  STATION IS SUITABLE FOR
 FX0320'SATELLITE OBSERVATIONS.
 FX0320
 FX0320                          STATION RECOVERY (2001)
 FX0320
 FX0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0323 ***********************************************************************
 FX0323  DESIGNATION -  DEEP CREEK RM 2
 FX0323  PID         -  FX0323
 FX0323  STATE/COUNTY-  VA/C OF NORFOLK
 FX0323  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0323
 FX0323                         *CURRENT SURVEY CONTROL
 FX0323  ___________________________________________________________________
 FX0323* NAD 83(1986)-  36 45 04.     (N)    076 20 41.     (W)     SCALED    
 FX0323* NAVD 88     -         3.048  (meters)      10.00   (feet)  POSTED    
 FX0323  ___________________________________________________________________
 FX0323  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX0323  DYNAMIC HT  -           3.050 (meters)      10.01  (feet)  COMP
 FX0323  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 FX0323
 FX0323  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0323
 FX0323.The horizontal coordinates were scaled from a topographic map and have
 FX0323.an estimated accuracy of +/- 6 seconds.
 FX0323
 FX0323.The orthometric height was determined by differential leveling
 FX0323.and adjusted by the National Geodetic Survey in 1992..
 FX0323.No vertical observational check was made to the station.
 FX0323.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0323.was located on a no-check spur therefore a value was not computed.
 FX0323
 FX0323.The geoid height was determined by GEOID03.
 FX0323
 FX0323.The dynamic height is computed by dividing the NAVD 88
 FX0323.geopotential number by the normal gravity value computed on the
 FX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0323.degrees latitude (g = 980.6199 gals.).
 FX0323
 FX0323.The modeled gravity was interpolated from observed gravity values.
 FX0323
 FX0323;                    North         East    Units  Estimated Accuracy
 FX0323;SPC VA S     - 1,048,560.    3,692,450.      MT  (+/- 180 meters Scaled)
 FX0323
 FX0323                          SUPERSEDED SURVEY CONTROL
 FX0323
 FX0323  NGVD 29 (??/??/92)    3.303  (m)           10.84   (f) ADJ UNCH    2 0
 FX0323
 FX0323.Superseded values are not recommended for survey control.
 FX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0323.See file dsdata.txt to determine how the superseded data were derived.
 FX0323
 FX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF799681(NAD 83)
 FX0323_MARKER: DR = REFERENCE MARK DISK
 FX0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0323_STAMPING: DEEP CREEK NO 2 1932
 FX0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0323+STABILITY: SURFACE MOTION
 FX0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0323+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 FX0323
 FX0323  HISTORY     - Date     Condition        Report By
 FX0323  HISTORY     - 1932     MONUMENTED       CGS
 FX0323  HISTORY     - 1959     GOOD             NGS
 FX0323  HISTORY     - 1974     GOOD             NGS
 FX0323  HISTORY     - 20010721 GOOD             USPSQD
 FX0323
 FX0323                          STATION DESCRIPTION
 FX0323
 FX0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0323'AT DEEP CREEK.
 FX0323'140.6 FEET SOUTHWEST OF DEEP CREEK DESCRIBED, 192.2 FEET WEST
 FX0323'OF R M 1, 76 FEET WEST OF THE SOUTHWEST CORNER OF REHOBOTH
 FX0323'METHODIST CHURCH, 43 1/2 FEET SOUTHEAST OF THE CENTER LINE
 FX0323'OF SHELL ROAD AND AT OUTSIDE OF A CURVE, 15 FEET SOUTHEAST
 FX0323'OF THE CENTER LINE OF DRIVE TO CHURCH, 4 FEET WEST OF A STREET
 FX0323'LIGHT POLE (NO. 2), ABOUT LEVEL WITH THE ROADS AND SET IN TOP
 FX0323'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 FX0323
 FX0323                          STATION RECOVERY (1974)
 FX0323
 FX0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FX0323'RECOVERED IN GOOD CONDITION.
 FX0323
 FX0323                          STATION RECOVERY (2001)
 FX0323
 FX0323'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0324 ***********************************************************************
 FX0324  DESIGNATION -  DEEP CREEK RM 5
 FX0324  PID         -  FX0324
 FX0324  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX0324  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0324
 FX0324                         *CURRENT SURVEY CONTROL
 FX0324  ___________________________________________________________________
 FX0324* NAD 83(1986)-  36 45 04.     (N)    076 20 41.     (W)     SCALED    
 FX0324* NAVD 88     -         2.70   (meters)       8.9    (feet)  RESET     
 FX0324  ___________________________________________________________________
 FX0324  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX0324
 FX0324  VERT ORDER  -  THIRD
 FX0324
 FX0324.The horizontal coordinates were scaled from a topographic map and have
 FX0324.an estimated accuracy of +/- 6 seconds.
 FX0324
 FX0324.The orthometric height was computed from unverified reset data.
 FX0324.No vertical observational check was made to the station.
 FX0324
 FX0324.The geoid height was determined by GEOID03.
 FX0324
 FX0324;                    North         East    Units  Estimated Accuracy
 FX0324;SPC VA S     - 1,048,560.    3,692,450.      MT  (+/- 180 meters Scaled)
 FX0324
 FX0324                          SUPERSEDED SURVEY CONTROL
 FX0324
 FX0324  NGVD 29 (03/21/06)    2.95   (m)            9.7    (f) RESET       3  
 FX0324
 FX0324.Superseded values are not recommended for survey control.
 FX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0324.See file dsdata.txt to determine how the superseded data were derived.
 FX0324
 FX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF799681(NAD 83)
 FX0324_MARKER: DR = REFERENCE MARK DISK
 FX0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0324_SP_SET: MONUMENT
 FX0324_STAMPING: DEEP CREEK 1932 NO 5 1974
 FX0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0324+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 FX0324
 FX0324  HISTORY     - Date     Condition        Report By
 FX0324  HISTORY     - 1974     MONUMENTED       NGS
 FX0324  HISTORY     - 20010721 GOOD             USPSQD
 FX0324
 FX0324                          STATION DESCRIPTION
 FX0324
 FX0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FX0324'AT DEEP CREEK.
 FX0324'ABOUT 130 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAY 17 (GEORGE
 FX0324'WASHINGTON HIGHWAY) AND SHELL ROAD IN DEEP CREEK, 15 FEET WEST
 FX0324'OF THE NORTHEAST CORNER OF THE REHOBOTH METHODIST CHURCH, 2
 FX0324'FEET WEST OF WEST END OF STEPS TO CHURCH, AND 2 FEET NORTH OF
 FX0324'THE NORTH SIDE OF CHURCH.  DISK IS SET FLUSH IN THE TOP OF A
 FX0324'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND ABOUT 1 INCH
 FX0324'BELOW THE SURFACE.  DEEP CREEK R M 1 AND DEEP CREEK R M 4 WERE
 FX0324'DESTROYED AT THIS TIME.
 FX0324
 FX0324                          STATION RECOVERY (2001)
 FX0324
 FX0324'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1117 ***********************************************************************
 FW1117  DESIGNATION -  DEEP HOLE VFC 1936
 FW1117  PID         -  FW1117
 FW1117  STATE/COUNTY-  VA/ACCOMACK
 FW1117  USGS QUAD   -  SAXIS (1968)
 FW1117
 FW1117                         *CURRENT SURVEY CONTROL
 FW1117  ___________________________________________________________________
 FW1117* NAD 83(1993)-  37 54 24.44541(N)    075 40 08.13901(W)     ADJUSTED  
 FW1117* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1117  ___________________________________________________________________
 FW1117  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FW1117  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 FW1117
 FW1117  HORZ ORDER  -  THIRD
 FW1117
 FW1117.The horizontal coordinates were established by classical geodetic methods
 FW1117.and adjusted by the National Geodetic Survey in November 1994..
 FW1117
 FW1117.The orthometric height was scaled from a topographic map.
 FW1117
 FW1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1117
 FW1117.The geoid height was determined by GEOID03.
 FW1117
 FW1117;                    North         East     Units Scale Factor Converg.
 FW1117;SPC VA S     - 1,178,352.599 3,748,934.565   MT  0.99998962   +1 43 05.7
 FW1117;SPC VA S     - 3,865,978.49 12,299,629.49   sFT  0.99998962   +1 43 05.7
 FW1117;UTM  18      - 4,195,684.207   441,195.365   MT  0.99964259   -0 24 39.6
 FW1117
 FW1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1117!SPC VA S     -   1.00000559  x   0.99998962  =   0.99999521
 FW1117!UTM  18      -   1.00000559  x   0.99964259  =   0.99964817
 FW1117
 FW1117:                Primary Azimuth Mark                     Grid Az
 FW1117:SPC VA S     -  WIDOW VFC 1936                           209 55 52.3
 FW1117:UTM  18      -  WIDOW VFC 1936                           212 03 37.6
 FW1117
 FW1117|---------------------------------------------------------------------|
 FW1117| PID    Reference Object                     Distance      Geod. Az  |
 FW1117|                                                           dddmmss.s |
 FW1117| FW1136 WIDOW VFC 1936                      APPROX. 1.4 KM 2113858.0 |
 FW1117|---------------------------------------------------------------------|
 FW1117
 FW1117                          SUPERSEDED SURVEY CONTROL
 FW1117
 FW1117  NAD 83(1993)-  37 54 24.44454(N)    075 40 08.14140(W) AD(       ) 3
 FW1117  NAD 83(1986)-  37 54 24.44459(N)    075 40 08.17321(W) AD(       ) 3
 FW1117  NAD 27      -  37 54 23.99300(N)    075 40 09.43200(W) AD(       ) 3
 FW1117
 FW1117.Superseded values are not recommended for survey control.
 FW1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1117.See file dsdata.txt to determine how the superseded data were derived.
 FW1117
 FW1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4119595684(NAD 83)
 FW1117_MARKER: Z = SEE DESCRIPTION
 FW1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1117
 FW1117  HISTORY     - Date     Condition        Report By
 FW1117  HISTORY     - 1936     MONUMENTED       VACF
 FW1117  HISTORY     - 1942     GOOD             CGS
 FW1117  HISTORY     - 1951     GOOD             CGS
 FW1117  HISTORY     - 1953     GOOD             CGS
 FW1117  HISTORY     - 1960     GOOD             CGS
 FW1117
 FW1117                          STATION DESCRIPTION
 FW1117
 FW1117'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 FW1117'NINE YARDS FROM STEEP EDGE OF MARSH ABOVE (E) DEEP HOLE
 FW1117'LANDING AND POSSIBLY 100 YARDS W OF ROUNDING POINT OF MARSH
 FW1117'AND NEARLY OPPOSITE GREEN POINT ON THE S SIDE OF THE CREEK.
 FW1117'MARKED BY CONCRETE MARKER.
 FW1117
 FW1117                          STATION RECOVERY (1942)
 FW1117
 FW1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1117'THE STATION IS LOCATED APPROXIMATELY ONE (1) MILE FROM THE
 FW1117'MOUTH OF MESSONGO CREEK, ON THE N SHORE OF THE CREEK, 656
 FW1117'FEET E OF DEEP HOLE LANDING, 313.5 FEET NW OF ROUND POINT
 FW1117'OF MARSH AT HIGH-WATER LINE, APPROXIMATELY 800.0 FEET NE
 FW1117'OF A SMALL HOUSE, NEARLY OPPOSITE GREEN POINT ON S SIDE
 FW1117'OF MESSONGO CREEK, AND 29.0 FEET NW OF HIGH-WATER LINE OF CREEK.
 FW1117'
 FW1117'THE MARK IS A 3/4-INCH IRON PIPE WHICH EXTENDS 2 INCHES ABOVE
 FW1117'THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 FW1117'FLUSH WITH THE GROUND.  THERE ARE NO PERMANENT REFERENCE
 FW1117'MARKS ESTABLISHED FOR THE STATION.  THE STATION IS IN GOOD
 FW1117'CONDITION.
 FW1117
 FW1117                          STATION RECOVERY (1951)
 FW1117
 FW1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JB)
 FW1117'STATION IS LOCATED ON THE N SHORE OF MESSONGO CREEK NE OF
 FW1117'GREEN POINT AS DESCRIBED BY W.D.P. IN 1942.  THE STATION
 FW1117'IS IN GOOD CONDITION.
 FW1117
 FW1117                          STATION RECOVERY (1953)
 FW1117
 FW1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1117'STATION RECOVERED IN GOOD CONDITION.  PUBLISHED DESCRIPTION
 FW1117'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 FW1117'
 FW1117'IT IS 24.0 FT. N OF THE MEAN HIGH-WATERLINE.
 FW1117
 FW1117                          STATION RECOVERY (1960)
 FW1117
 FW1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RST)
 FW1117'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3504 ***********************************************************************
 GV3504  DESIGNATION -  DEEP RESET
 GV3504  PID         -  GV3504
 GV3504  STATE/COUNTY-  VA/GOOCHLAND
 GV3504  USGS QUAD   -  SOUTH ANNA (1981)
 GV3504
 GV3504                         *CURRENT SURVEY CONTROL
 GV3504  ___________________________________________________________________
 GV3504* NAD 83(1993)-  37 50 31.07599(N)    077 59 23.27529(W)     ADJUSTED  
 GV3504* NAVD 88     -       126.60   (+/-2cm)     415.4    (feet)  VERTCON   
 GV3504  ___________________________________________________________________
 GV3504  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 GV3504  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3504
 GV3504  HORZ ORDER  -  THIRD
 GV3504  VERT ORDER  -  THIRD (See Below)
 GV3504
 GV3504.The horizontal coordinates were established by classical geodetic methods
 GV3504.and adjusted by the National Geodetic Survey in November 1994..
 GV3504
 GV3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3504.The vertical order pertains to the NGVD 29 superseded value.
 GV3504
 GV3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3504
 GV3504.The geoid height was determined by GEOID03.
 GV3504
 GV3504;                    North         East     Units Scale Factor Converg.
 GV3504;SPC VA S     - 1,167,545.946 3,544,907.098   MT  0.99997962   +0 18 34.8
 GV3504;SPC VA S     - 3,830,523.66 11,630,249.37   sFT  0.99997962   +0 18 34.8
 GV3504;UTM  18      - 4,192,494.271   236,911.557   MT  1.00045260   -1 50 06.9
 GV3504;UTM  17      - 4,192,552.007   764,884.189   MT  1.00046428   +1 50 52.0
 GV3504
 GV3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3504!SPC VA S     -   0.99998519  x   0.99997962  =   0.99996481
 GV3504!UTM  18      -   0.99998519  x   1.00045260  =   1.00043778
 GV3504!UTM  17      -   0.99998519  x   1.00046428  =   1.00044946
 GV3504
 GV3504:                Primary Azimuth Mark                     Grid Az
 GV3504:SPC VA S     -  DEEP AZ MK                               067 29 03.1
 GV3504:UTM  18      -  DEEP AZ MK                               069 37 44.8
 GV3504:UTM  17      -  DEEP AZ MK                               065 56 45.9
 GV3504
 GV3504|---------------------------------------------------------------------|
 GV3504| PID    Reference Object                     Distance      Geod. Az  |
 GV3504|                                                           dddmmss.s |
 GV3504| DB6899 DEEP AZ MK                                         0674737.9 |
 GV3504| GV5854 MONTPELIER US ARMY RELAY MAST       APPROX.17.6 KM 0804701.2 |
 GV3504| GV3313 DEEP RM 1                            20.647 METERS 11413     |
 GV3504| GV3122 DEEP RM 3                            28.142 METERS 12957     |
 GV3504| GV5856 GUM SPRINGS LOOKOUT TOWER           APPROX. 7.8 KM 1330534.0 |
 GV3504| GV3311 DEEP RM 2                            29.337 METERS 25335     |
 GV3504|---------------------------------------------------------------------|
 GV3504
 GV3504                          SUPERSEDED SURVEY CONTROL
 GV3504
 GV3504  NAD 83(1986)-  37 50 31.08365(N)    077 59 23.29017(W) AD(       ) 3
 GV3504  NAD 27      -  37 50 30.56920(N)    077 59 24.29390(W) AD(       ) 3
 GV3504  NGVD 29 (??/??/??)  126.87   (m)          416.2    (f) RESET       3  
 GV3504
 GV3504.Superseded values are not recommended for survey control.
 GV3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3504.See file dsdata.txt to determine how the superseded data were derived.
 GV3504
 GV3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3691292494(NAD 83)
 GV3504_MARKER: DS = TRIANGULATION STATION DISK
 GV3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3504_STAMPING: DEEP 1958 1974
 GV3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3504+STABILITY: SURFACE MOTION
 GV3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3504+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV3504
 GV3504  HISTORY     - Date     Condition        Report By
 GV3504  HISTORY     - 1958     MONUMENTED       CGS
 GV3504  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 GV3504  HISTORY     - 1974     SEE DESCRIPTION  NGS
 GV3504  HISTORY     - 1974     GOOD             NGS
 GV3504  HISTORY     - 19980221 GOOD             USPSQD
 GV3504  HISTORY     - 20021008 GOOD             USPSQD
 GV3504  HISTORY     - 20060311 GOOD             USPSQD
 GV3504
 GV3504                          STATION DESCRIPTION
 GV3504
 GV3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV3504'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF ZION
 GV3504'CROSSROADS, 6 MILES NORTHWEST OF THE SMALL SETTLEMENT OF
 GV3504'GUM SPRINGS AND THE PROPERTY OF BAUGH ESTATE.  IT IS 86 FEET
 GV3504'NORTHEAST OF THE NORTHEAST CORNER OF LARGE UNPAINTED TWO
 GV3504'STORY HOUSE, 62 FEET EAST SOUTHEAST OF A POWER POLE, 47
 GV3504'FEET WEST OF THE CENTER LINE OF COUNTY ROUTE 629, 37 FEET
 GV3504'NORTH OF THE CENTER LINE OF DRIVE-WAY AND 10 FEET WEST
 GV3504'SOUTHWEST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 4
 GV3504'INCHES AND THE DISK IS STAMPED DEEP 1958.
 GV3504'
 GV3504'REFERENCE MARK NO. 1 IS 83 FEET EAST NORTHEAST OF A POWER-LINE
 GV3504'POLE, 61 FEET NORTH NORTHEAST OF A METAL WITNESS POST AND
 GV3504'19 FEET EAST OF THE CENTER LINE OF COUNTY ROUTE 629.  THE
 GV3504'MARK IS ABOUT THE SAME ELEVATION AS THE STATION, PROJECTS
 GV3504'ABOUT 4 INCHES AND THE DISK IS STAMPED DEEP NO 1 1958.
 GV3504'
 GV3504'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTER LINE OF
 GV3504'COUNTY ROUTE 629 AND 14 FEET SOUTH OF THE CENTER LINE OF
 GV3504'DRIVE-WAY.  THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION THEN
 GV3504'THE STATION MARK, PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GV3504'STAMPED DEEP NO 2 1958.
 GV3504'
 GV3504'AZIMUTH MARK IS 93 FEET EAST SOUTHEAST OF A FARM HOUSE, 37
 GV3504'FEET SOUTH OF THE CENTER LINE OF DRIVE-WAY, 3 FEET NORTHEAST
 GV3504'OF A METAL WITNESS POST AND 1 FOOT EAST OF A HIGH-LINE-POLE.
 GV3504'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV3504'DEEP 1958.
 GV3504'
 GV3504'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GV3504'250 AND 15 AT ZION CROSSROADS, GO SOUTHEAST ON U.S. HIGHWAY
 GV3504'250 FOR 15.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GV3504'NORTHERLY ON COUNTY ROUTE 629 FOR 0.25 MILE TO DRIVE-WAY
 GV3504'ON LEFT AND STATION ON LEFT OR WEST SIDE OF COUNTY ROUTE
 GV3504'629 AND ON THE RIGHT OR NORTH SIDE OF DRIVE-WAY.  CONTINUE
 GV3504'NORTHERLY ON COUNTY ROUTE 629 FOR 0.35 MILE TO A DRIVE-WAY
 GV3504'ON LEFT, TURN LEFT AND GO ABOUT 0.05 MILE TO A HIGH-LINE POLE
 GV3504'IN FIELD AND AZIMUTH MARK.
 GV3504'
 GV3504'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV3504
 GV3504                          STATION RECOVERY (1974)
 GV3504
 GV3504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (DC)
 GV3504'DEEP-1958 THIS STATION HAD BEEN MOVED BY ROAD CONSTRUCTION, THE
 GV3504'SURFACE MONUMENT WAS DUG UP AND THE UNDERGROUND MARK WAS RECOVERED
 GV3504'IN GOOD CONDITION.  THE UNDERGROUND STATION IS A STANDARD U. S. C.
 GV3504'AND G. S. DISK SET IN A CONCRETE POST APPROXIMATELY 3 FEET
 GV3504'UNDERGROUND.
 GV3504'
 GV3504'R. M. 2 FOUND IN GOOD CONDITION.
 GV3504'R. M. 1 AND THE AZMK HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 GV3504'A METAL WITNESS POST WAS SET 2 FEET WEST OF THE UNDERGROUND
 GV3504'STATION.
 GV3504'
 GV3504'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.2 MILES SOUTHEAST
 GV3504'FERNCLIFF.
 GV3504
 GV3504                          STATION RECOVERY (1974)
 GV3504
 GV3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GV3504'STATION WAS RECOVERED AND ALL MARKS EXCEPT STATION SURFACE MARK AND
 GV3504'REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.  STATION
 GV3504'MARK HAD BEEN DISTURBED AND REFERENCE MARK NO. 1 HAD APPARENTLY BEEN
 GV3504'DESTROYED BY HIGHWAY IMPROVEMENTS.  CONSIDERABLE CLEARING
 GV3504'NECESSARY TO MAKE AZIMUTH MARK VISIBLE FROM STATION.  A NEW
 GV3504'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND REFERENCE
 GV3504'MARK NO. 3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK
 GV3504'NO. 2 WAS CHECKED AND FOUND TO BE CORRECT.  THE STATION DISK WAS
 GV3504'RECLAIMED.  DUE TO THE MANY CHANGES A COMPLETE NEW DESCRIPTION
 GV3504'FOLLOWS.
 GV3504'
 GV3504'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF ZION CROSSROADS AND
 GV3504'ABOUT 6 MILES NORTHWEST OF GUM SPRINGS ALONG THE RIGHT OF WAY OF
 GV3504'SECONDARY STATE ROAD 629.  STATION IS 71 FEET NORTHEAST OF THE
 GV3504'CENTERLINE OF DRIVEWAY, 40 FEET NORTHWEST OF THE CENTERLINE OF
 GV3504'HIGHWAY AND 2.0 FEET NORTHEAST OF STEEL WITNESS POST.  MARK IS A
 GV3504'STANDARD DISK FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES
 GV3504'IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED DEEP
 GV3504'1958 1974.
 GV3504'
 GV3504'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 15 AND 250 AT
 GV3504'ZION CROSSROADS GO SOUTHEAST ON U. S. HIGHWAY 250 FOR 15.2 MILES
 GV3504'TO SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON SECONDARY STATE
 GV3504'ROAD 629 FOR 0.25 MILE TO DRIVEWAY ON LEFT AND STATION AS DESCRIBED.
 GV3504'CONTINUE ON HIGHWAY FOR 0.35 MILE TO DRIVEWAY ON LEFT TURN LEFT
 GV3504'AND GO NORTHWEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS
 GV3504'DESCRIBED.
 GV3504'
 GV3504'REFERENCE MARK NO. 2 IS 45 FEET NORTHWEST OF THE CENTERLINE OF
 GV3504'HIGHWAY AND 25 FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY.  MARK
 GV3504'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DEEP NO 2 1958.
 GV3504'
 GV3504'REFERENCE MARK NO. 3 IS 39 FEET SOUTHEAST OF THE CENTERLINE OF
 GV3504'HIGHWAY, 37 FEET WEST OF HIGHWAY RIGHT OF WAY MARKER AND 25 FEET
 GV3504'WEST OF A FOUR FORKED OAK TREE.  MARK IS A STANDARD DISK SET FLUSH
 GV3504'IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER,
 GV3504'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DEEP 1958 NO 3 1974.
 GV3504'
 GV3504'AZIMUTH MARK IS 93 FEET EAST OF THE SOUTHEAST CORNER OF ABANDONED
 GV3504'HOUSE, 37 FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 3 FEET
 GV3504'NORTHEAST OF METAL WITNESS POST AND 1 FOOT EAST OF UTILITY POLE.
 GV3504'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED DEEP 1958.
 GV3504'
 GV3504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NW OF GUM
 GV3504'SPRINGS.
 GV3504
 GV3504                          STATION RECOVERY (1974)
 GV3504
 GV3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV3504'7.2 MI SE FROM FERNCLIFF.
 GV3504'ABOUT 6.8 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE FERNCLIFF
 GV3504'POST OFFICE, THEN NORTHEAST ON SECONDARY STATE ROAD 629 FOR 0.25
 GV3504'MILE TO MARK ON LEFT, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GV3504'OF ABANDONED HOUSE, 71 FEET NORTHEAST OF THE CENTERLINE OF
 GV3504'DRIVEWAY, 40 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY AND 2.0
 GV3504'FEET NORTHEAST OF A STEEL WITNESS POST.  DISK IS SET FLUSH IN THE
 GV3504'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  DEEP
 GV3504'1958 HAS BEEN DESTROYED.
 GV3504
 GV3504                          STATION RECOVERY (1998)
 GV3504
 GV3504'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3504'RECOVERED IN GOOD CONDITION.
 GV3504
 GV3504                          STATION RECOVERY (2002)
 GV3504
 GV3504'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3504' 
 GV3504' 
 GV3504
 GV3504                          STATION RECOVERY (2006)
 GV3504
 GV3504'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3313 ***********************************************************************
 GV3313  DESIGNATION -  DEEP RM 1
 GV3313  PID         -  GV3313
 GV3313  STATE/COUNTY-  VA/GOOCHLAND
 GV3313  USGS QUAD   -  SOUTH ANNA (1981)
 GV3313
 GV3313                         *CURRENT SURVEY CONTROL
 GV3313  ___________________________________________________________________
 GV3313* NAD 83(1986)-  37 50 31.     (N)    077 59 23.     (W)     SCALED    
 GV3313* NAVD 88     -       126.489  (meters)     414.99   (feet)  ADJUSTED  
 GV3313  ___________________________________________________________________
 GV3313  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3313  DYNAMIC HT  -         126.403 (meters)     414.71  (feet)  COMP
 GV3313  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 GV3313
 GV3313  VERT ORDER  -  SECOND    CLASS 0
 GV3313
 GV3313.The horizontal coordinates were scaled from a topographic map and have
 GV3313.an estimated accuracy of +/- 6 seconds.
 GV3313
 GV3313.The orthometric height was determined by differential leveling
 GV3313.and adjusted by the National Geodetic Survey in June 1991..
 GV3313
 GV3313.The geoid height was determined by GEOID03.
 GV3313
 GV3313.The dynamic height is computed by dividing the NAVD 88
 GV3313.geopotential number by the normal gravity value computed on the
 GV3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3313.degrees latitude (g = 980.6199 gals.).
 GV3313
 GV3313.The modeled gravity was interpolated from observed gravity values.
 GV3313
 GV3313;                    North         East    Units  Estimated Accuracy
 GV3313;SPC VA S     - 1,167,540.    3,544,910.      MT  (+/- 180 meters Scaled)
 GV3313
 GV3313                          SUPERSEDED SURVEY CONTROL
 GV3313
 GV3313  NGVD 29 (??/??/??)  126.759  (m)          415.88   (f) ADJUSTED    2 0
 GV3313
 GV3313.Superseded values are not recommended for survey control.
 GV3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3313.See file dsdata.txt to determine how the superseded data were derived.
 GV3313
 GV3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG369924(NAD 83)
 GV3313_MARKER: DR = REFERENCE MARK DISK
 GV3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3313_STAMPING: DEEP NO 1 1958
 GV3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3313+STABILITY: SURFACE MOTION
 GV3313
 GV3313  HISTORY     - Date     Condition        Report By
 GV3313  HISTORY     - 1958     MONUMENTED       CGS
 GV3313  HISTORY     - 1974     MARK NOT FOUND   NGS
 GV3313  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV3313  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV3313
 GV3313                          STATION DESCRIPTION
 GV3313
 GV3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV3313'7.2 MI SE FROM FERNCLIFF.
 GV3313'6.8 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE FERNCLIFF POST
 GV3313'OFFICE, THENCE NORTHERLY 0.25 MILE ON COUNTY ROAD 629, 83 FEET EAST
 GV3313'NORTHEAST OF A POWER LINE POLE, 68 FEET EAST OF THE STATION, 61
 GV3313'FEET NORTH NORTHEAST OF A C AND GS WITNESS SIGN, AND 19 FEET EAST
 GV3313'OF THE CENTERLINE OF THE COUNTY ROAD.  SET IN A CONCRETE POST
 GV3313'PROJECTING 4 INCHES.
 GV3313
 GV3313                          STATION RECOVERY (1974)
 GV3313
 GV3313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV3313'MARK NOT FOUND.
 GV3313
 GV3313                          STATION RECOVERY (1998)
 GV3313
 GV3313'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3313'MARK NOT FOUND.
 GV3313
 GV3313                          STATION RECOVERY (2002)
 GV3313
 GV3313'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3313' 
 GV3313' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2228 ***********************************************************************
 GV2228  DESIGNATION -  DEEP RM 1
 GV2228  PID         -  GV2228
 GV2228  STATE/COUNTY-  VA/AMELIA
 GV2228  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2228
 GV2228                         *CURRENT SURVEY CONTROL
 GV2228  ___________________________________________________________________
 GV2228* NAD 83(1986)-  37 15 15.     (N)    077 52 34.     (W)     SCALED    
 GV2228* NAVD 88     -        88.816  (meters)     291.39   (feet)  ADJUSTED  
 GV2228  ___________________________________________________________________
 GV2228  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV2228  DYNAMIC HT  -          88.754 (meters)     291.19  (feet)  COMP
 GV2228  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 GV2228
 GV2228  VERT ORDER  -  SECOND    CLASS 0
 GV2228
 GV2228.The horizontal coordinates were scaled from a topographic map and have
 GV2228.an estimated accuracy of +/- 6 seconds.
 GV2228
 GV2228.The orthometric height was determined by differential leveling
 GV2228.and adjusted by the National Geodetic Survey in June 1991..
 GV2228
 GV2228.The geoid height was determined by GEOID03.
 GV2228
 GV2228.The dynamic height is computed by dividing the NAVD 88
 GV2228.geopotential number by the normal gravity value computed on the
 GV2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2228.degrees latitude (g = 980.6199 gals.).
 GV2228
 GV2228.The modeled gravity was interpolated from observed gravity values.
 GV2228
 GV2228;                    North         East    Units  Estimated Accuracy
 GV2228;SPC VA S     - 1,102,370.    3,555,350.      MT  (+/- 180 meters Scaled)
 GV2228
 GV2228                          SUPERSEDED SURVEY CONTROL
 GV2228
 GV2228  NGVD 29 (??/??/??)   89.093  (m)          292.30   (f) ADJUSTED    2 0
 GV2228
 GV2228.Superseded values are not recommended for survey control.
 GV2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2228.See file dsdata.txt to determine how the superseded data were derived.
 GV2228
 GV2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG449269(NAD 83)
 GV2228_MARKER: DR = REFERENCE MARK DISK
 GV2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2228_STAMPING: DEEP NO 1 1942
 GV2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2228+STABILITY: SURFACE MOTION
 GV2228
 GV2228  HISTORY     - Date     Condition        Report By
 GV2228  HISTORY     - 1942     MONUMENTED       CGS
 GV2228  HISTORY     - 1961     GOOD             CGS
 GV2228  HISTORY     - 1991     GOOD             USPSQD
 GV2228  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2228  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2228
 GV2228                          STATION DESCRIPTION
 GV2228
 GV2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2228'2.1 MI NE FROM EARLS.
 GV2228'111 FEET SOUTHEAST OF TRIANGULATION STATION DEEP DESCRIBED
 GV2228'ABOVE, IN THE EAST QUARTER OF THE HIGHWAY INTERSECTION, 79
 GV2228'FEET NORTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY
 GV2228'615, 35 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 153,
 GV2228'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 GV2228'REFERENCE-MARK DISK, STAMPED DEEP NO 1 1942 AND SET IN THE
 GV2228'TOP OF A CONCRETE POST.
 GV2228
 GV2228                          STATION RECOVERY (1991)
 GV2228
 GV2228'RECOVERY NOTE BY US POWER SQUADRON 1991 (MP)
 GV2228'RECOVERED IN GOOD CONDITION.
 GV2228
 GV2228                          STATION RECOVERY (2000)
 GV2228
 GV2228'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2228'MARK NOT FOUND.
 GV2228
 GV2228                          STATION RECOVERY (2004)
 GV2228
 GV2228'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0338 ***********************************************************************
 FX0338  DESIGNATION -  DEEP RM 1
 FX0338  PID         -  FX0338
 FX0338  STATE/COUNTY-  VA/C OF NORFOLK
 FX0338  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0338
 FX0338                         *CURRENT SURVEY CONTROL
 FX0338  ___________________________________________________________________
 FX0338* NAD 83(1986)-  36 45 37.     (N)    076 18 02.     (W)     SCALED    
 FX0338* NAVD 88     -         1.036  (meters)       3.40   (feet)  POSTED    
 FX0338  ___________________________________________________________________
 FX0338  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0338  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 FX0338  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 FX0338
 FX0338  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0338
 FX0338.The horizontal coordinates were scaled from a topographic map and have
 FX0338.an estimated accuracy of +/- 6 seconds.
 FX0338
 FX0338.The orthometric height was determined by differential leveling
 FX0338.and adjusted by the National Geodetic Survey in 1992..
 FX0338.No vertical observational check was made to the station.
 FX0338.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0338.was located on a no-check spur therefore a value was not computed.
 FX0338
 FX0338.The geoid height was determined by GEOID03.
 FX0338
 FX0338.The dynamic height is computed by dividing the NAVD 88
 FX0338.geopotential number by the normal gravity value computed on the
 FX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0338.degrees latitude (g = 980.6199 gals.).
 FX0338
 FX0338.The modeled gravity was interpolated from observed gravity values.
 FX0338
 FX0338;                    North         East    Units  Estimated Accuracy
 FX0338;SPC VA S     - 1,049,670.    3,696,370.      MT  (+/- 180 meters Scaled)
 FX0338
 FX0338                          SUPERSEDED SURVEY CONTROL
 FX0338
 FX0338  NGVD 29 (??/??/92)    1.286  (m)            4.22   (f) ADJ UNCH    2 0
 FX0338
 FX0338.Superseded values are not recommended for survey control.
 FX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0338.See file dsdata.txt to determine how the superseded data were derived.
 FX0338
 FX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF839690(NAD 83)
 FX0338_MARKER: DR = REFERENCE MARK DISK
 FX0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0338_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0338_STAMPING: DEEP NO 1 1912 1959
 FX0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0338
 FX0338  HISTORY     - Date     Condition        Report By
 FX0338  HISTORY     - 1959     MONUMENTED       CGS
 FX0338
 FX0338                          STATION DESCRIPTION
 FX0338
 FX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0338'3.8 MI ENE FROM DEEP CREEK.
 FX0338'17.6 FEET EAST OF DEEP DESCRIBED, 129.2 FEET SOUTHEAST OF R M 2,
 FX0338'128.6 FEET SOUTHEAST OF THE TOP OF THE SOUTHEAST CORNER OF
 FX0338'CONCRETE BASE OF EAST LEG OF THREE LEGGED TOWER FOR CROSSING
 FX0338'OF POWER LINE OVER SOUTHERN BRANCH OF ELIZABETH RIVER, 11
 FX0338'FEET EAST-NORTHEAST OF A STEEL WITNESS POST, AND IS A DISK
 FX0338'BRAZED ON TOP OF A 2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE
 FX0338'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3311 ***********************************************************************
 GV3311  DESIGNATION -  DEEP RM 2
 GV3311  PID         -  GV3311
 GV3311  STATE/COUNTY-  VA/GOOCHLAND
 GV3311  USGS QUAD   -  SOUTH ANNA (1981)
 GV3311
 GV3311                         *CURRENT SURVEY CONTROL
 GV3311  ___________________________________________________________________
 GV3311* NAD 83(1986)-  37 50 32.     (N)    077 59 23.     (W)     SCALED    
 GV3311* NAVD 88     -       126.021  (meters)     413.45   (feet)  ADJUSTED  
 GV3311  ___________________________________________________________________
 GV3311  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3311  DYNAMIC HT  -         125.935 (meters)     413.17  (feet)  COMP
 GV3311  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 GV3311
 GV3311  VERT ORDER  -  SECOND    CLASS 0
 GV3311
 GV3311.The horizontal coordinates were scaled from a topographic map and have
 GV3311.an estimated accuracy of +/- 6 seconds.
 GV3311
 GV3311.The orthometric height was determined by differential leveling
 GV3311.and adjusted by the National Geodetic Survey in June 1991..
 GV3311
 GV3311.The geoid height was determined by GEOID03.
 GV3311
 GV3311.The dynamic height is computed by dividing the NAVD 88
 GV3311.geopotential number by the normal gravity value computed on the
 GV3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3311.degrees latitude (g = 980.6199 gals.).
 GV3311
 GV3311.The modeled gravity was interpolated from observed gravity values.
 GV3311
 GV3311;                    North         East    Units  Estimated Accuracy
 GV3311;SPC VA S     - 1,167,570.    3,544,910.      MT  (+/- 180 meters Scaled)
 GV3311
 GV3311                          SUPERSEDED SURVEY CONTROL
 GV3311
 GV3311  NGVD 29 (??/??/??)  126.291  (m)          414.34   (f) ADJUSTED    2 0
 GV3311
 GV3311.Superseded values are not recommended for survey control.
 GV3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3311.See file dsdata.txt to determine how the superseded data were derived.
 GV3311
 GV3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG369925(NAD 83)
 GV3311_MARKER: DR = REFERENCE MARK DISK
 GV3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3311_STAMPING: DEEP NO 2 1958
 GV3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3311+STABILITY: SURFACE MOTION
 GV3311
 GV3311  HISTORY     - Date     Condition        Report By
 GV3311  HISTORY     - 1958     MONUMENTED       CGS
 GV3311  HISTORY     - 1974     GOOD             NGS
 GV3311  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV3311  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV3311
 GV3311                          STATION DESCRIPTION
 GV3311
 GV3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV3311'7.2 MI SE FROM FERNCLIFF.
 GV3311'6.8 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE FERNCLIFF POST
 GV3311'OFFICE, THENCE 0.25 MILE NORTHERLY ON COUNTY ROAD 629, 96 FEET
 GV3311'SOUTHWEST OF THE STATION, 23 FEET WEST OF THE CENTERLINE OF THE
 GV3311'COUNTY ROAD AND 14 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.
 GV3311'SET IN A CONCRETE POST THAT PROJECTS 4 INCHES.
 GV3311
 GV3311                          STATION RECOVERY (1974)
 GV3311
 GV3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV3311'RECOVERED IN GOOD CONDITION.
 GV3311
 GV3311                          STATION RECOVERY (1998)
 GV3311
 GV3311'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3311'MARK NOT FOUND.
 GV3311
 GV3311                          STATION RECOVERY (2002)
 GV3311
 GV3311'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3311' 
 GV3311' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2229 ***********************************************************************
 GV2229  DESIGNATION -  DEEP RM 2
 GV2229  PID         -  GV2229
 GV2229  STATE/COUNTY-  VA/AMELIA
 GV2229  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2229
 GV2229                         *CURRENT SURVEY CONTROL
 GV2229  ___________________________________________________________________
 GV2229* NAD 83(1986)-  37 15 15.     (N)    077 52 34.     (W)     SCALED    
 GV2229* NAVD 88     -        88.038  (meters)     288.84   (feet)  ADJUSTED  
 GV2229  ___________________________________________________________________
 GV2229  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV2229  DYNAMIC HT  -          87.976 (meters)     288.63  (feet)  COMP
 GV2229  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 GV2229
 GV2229  VERT ORDER  -  SECOND    CLASS 0
 GV2229
 GV2229.The horizontal coordinates were scaled from a topographic map and have
 GV2229.an estimated accuracy of +/- 6 seconds.
 GV2229
 GV2229.The orthometric height was determined by differential leveling
 GV2229.and adjusted by the National Geodetic Survey in June 1991..
 GV2229
 GV2229.The geoid height was determined by GEOID03.
 GV2229
 GV2229.The dynamic height is computed by dividing the NAVD 88
 GV2229.geopotential number by the normal gravity value computed on the
 GV2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2229.degrees latitude (g = 980.6199 gals.).
 GV2229
 GV2229.The modeled gravity was interpolated from observed gravity values.
 GV2229
 GV2229;                    North         East    Units  Estimated Accuracy
 GV2229;SPC VA S     - 1,102,370.    3,555,350.      MT  (+/- 180 meters Scaled)
 GV2229
 GV2229                          SUPERSEDED SURVEY CONTROL
 GV2229
 GV2229  NGVD 29 (??/??/??)   88.315  (m)          289.75   (f) ADJUSTED    2 0
 GV2229
 GV2229.Superseded values are not recommended for survey control.
 GV2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2229.See file dsdata.txt to determine how the superseded data were derived.
 GV2229
 GV2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG449269(NAD 83)
 GV2229_MARKER: DR = REFERENCE MARK DISK
 GV2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2229_STAMPING: DEEP NO 2 1942
 GV2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2229+STABILITY: SURFACE MOTION
 GV2229
 GV2229  HISTORY     - Date     Condition        Report By
 GV2229  HISTORY     - 1942     MONUMENTED       CGS
 GV2229  HISTORY     - 1961     GOOD             CGS
 GV2229  HISTORY     - 1991     GOOD             USPSQD
 GV2229  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2229  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2229
 GV2229                          STATION DESCRIPTION
 GV2229
 GV2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2229'2.1 MI NE FROM EARLS.
 GV2229'93 FEET SOUTHWEST OF TRIANGULATION STATION DEEP DESCRIBED
 GV2229'ABOVE, IN THE WEST QUARTER OF THE HIGHWAY INTERSECTION, 53
 GV2229'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 153, AND 39
 GV2229'FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY
 GV2229'615.  A STANDARD REFERENCE-MARK DISK, STAMPED DEEP NO 2 1942
 GV2229'AND SET IN THE TOP OF A CONCRETE POST.
 GV2229
 GV2229                          STATION RECOVERY (1991)
 GV2229
 GV2229'RECOVERY NOTE BY US POWER SQUADRON 1991 (MP)
 GV2229'RECOVERED IN GOOD CONDITION.
 GV2229
 GV2229                          STATION RECOVERY (2000)
 GV2229
 GV2229'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2229'MARK NOT FOUND.
 GV2229
 GV2229                          STATION RECOVERY (2004)
 GV2229
 GV2229'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0340 ***********************************************************************
 FX0340  DESIGNATION -  DEEP RM 2
 FX0340  PID         -  FX0340
 FX0340  STATE/COUNTY-  VA/C OF NORFOLK
 FX0340  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0340
 FX0340                         *CURRENT SURVEY CONTROL
 FX0340  ___________________________________________________________________
 FX0340* NAD 83(1986)-  36 45 37.     (N)    076 18 02.     (W)     SCALED    
 FX0340* NAVD 88     -         2.578  (meters)       8.46   (feet)  POSTED    
 FX0340  ___________________________________________________________________
 FX0340  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0340  DYNAMIC HT  -           2.580 (meters)       8.46  (feet)  COMP
 FX0340  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 FX0340
 FX0340  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0340
 FX0340.The horizontal coordinates were scaled from a topographic map and have
 FX0340.an estimated accuracy of +/- 6 seconds.
 FX0340
 FX0340.The orthometric height was determined by differential leveling
 FX0340.and adjusted by the National Geodetic Survey in 1992..
 FX0340.No vertical observational check was made to the station.
 FX0340.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0340.was located on a no-check spur therefore a value was not computed.
 FX0340
 FX0340.The geoid height was determined by GEOID03.
 FX0340
 FX0340.The dynamic height is computed by dividing the NAVD 88
 FX0340.geopotential number by the normal gravity value computed on the
 FX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0340.degrees latitude (g = 980.6199 gals.).
 FX0340
 FX0340.The modeled gravity was interpolated from observed gravity values.
 FX0340
 FX0340;                    North         East    Units  Estimated Accuracy
 FX0340;SPC VA S     - 1,049,670.    3,696,370.      MT  (+/- 180 meters Scaled)
 FX0340
 FX0340                          SUPERSEDED SURVEY CONTROL
 FX0340
 FX0340  NGVD 29 (??/??/92)    2.828  (m)            9.28   (f) ADJ UNCH    2 0
 FX0340
 FX0340.Superseded values are not recommended for survey control.
 FX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0340.See file dsdata.txt to determine how the superseded data were derived.
 FX0340
 FX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF839690(NAD 83)
 FX0340_MARKER: DR = REFERENCE MARK DISK
 FX0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0340_SP_SET: BASE
 FX0340_STAMPING: DEEP NO 2 1912 1959
 FX0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0340
 FX0340  HISTORY     - Date     Condition        Report By
 FX0340  HISTORY     - 1959     MONUMENTED       CGS
 FX0340
 FX0340                          STATION DESCRIPTION
 FX0340
 FX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0340'3.8 MI ENE FROM DEEP CREEK.
 FX0340'120.3 FEET NORTHWEST OF DEEP DESCRIBED, 129.2 FEET NORTHWEST
 FX0340'OF R M 1, IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 FX0340'THREE LEGGED STEEL TOWER FOR CROSSING OF POWER LINE OVER THE
 FX0340'SOUTHERN BRANCH OF ELIZABETH RIVER, ON THE WEST BANK OF THE RIVER
 FX0340'AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3122 ***********************************************************************
 GV3122  DESIGNATION -  DEEP RM 3
 GV3122  PID         -  GV3122
 GV3122  STATE/COUNTY-  VA/GOOCHLAND
 GV3122  USGS QUAD   -  SOUTH ANNA (1981)
 GV3122
 GV3122                         *CURRENT SURVEY CONTROL
 GV3122  ___________________________________________________________________
 GV3122* NAD 83(1986)-  37 50 32.     (N)    077 59 23.     (W)     SCALED    
 GV3122* NAVD 88     -        87.91   (meters)     288.4    (feet)  RESET     
 GV3122  ___________________________________________________________________
 GV3122  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV3122
 GV3122  VERT ORDER  -  THIRD
 GV3122
 GV3122.The horizontal coordinates were scaled from a topographic map and have
 GV3122.an estimated accuracy of +/- 6 seconds.
 GV3122
 GV3122.The orthometric height was computed from unverified reset data.
 GV3122.No vertical observational check was made to the station.
 GV3122
 GV3122.The geoid height was determined by GEOID03.
 GV3122
 GV3122;                    North         East    Units  Estimated Accuracy
 GV3122;SPC VA S     - 1,167,570.    3,544,910.      MT  (+/- 180 meters Scaled)
 GV3122
 GV3122                          SUPERSEDED SURVEY CONTROL
 GV3122
 GV3122  NGVD 29 (??/??/??)  126.16   (m)          413.9    (f) RESET       3  
 GV3122
 GV3122.Superseded values are not recommended for survey control.
 GV3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3122.See file dsdata.txt to determine how the superseded data were derived.
 GV3122
 GV3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG369925(NAD 83)
 GV3122_MARKER: DR = REFERENCE MARK DISK
 GV3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3122_STAMPING: DEEP 1958 NO 3 1974
 GV3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3122+STABILITY: SURFACE MOTION
 GV3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3122+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV3122
 GV3122  HISTORY     - Date     Condition        Report By
 GV3122  HISTORY     - 1974     MONUMENTED       NGS
 GV3122  HISTORY     - 19980221 GOOD             USPSQD
 GV3122  HISTORY     - 20021008 GOOD             USPSQD
 GV3122  HISTORY     - 20060311 GOOD             USPSQD
 GV3122
 GV3122                          STATION DESCRIPTION
 GV3122
 GV3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GV3122'7.2 MI SE FROM FERNCLIFF.
 GV3122'ABOUT 6.8 MILES SOUTHEAST ON U.S. HIGHWAY 250 FROM THE FERNCLIFF
 GV3122'POST OFFICE, THEN 0.25 MILE NORTHEAST ON SECONDARY STATE ROAD 629
 GV3122'TO THE MARK ON RIGHT, 92.33 FEET EAST AND ACROSS ROAD FROM STATION
 GV3122'MARK, 39 FEET SOUTHEAST OF CENTERLINE OF ROAD, 37 FEET WEST OF
 GV3122'HIGHWAY RIGHT OF WAY MARKER AND 25 FEET WEST OF FOUR FORKED OAK
 GV3122'TREE.  DISK IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT
 GV3122'10 INCHES IN DIAMETER AND PROJECTING ABOUT 2 INCHES.  DEEP R.M. 1
 GV3122'HAD APPARENTLY BEEN DESTROYED BY HIGHWAY IMPROVEMENTS.
 GV3122
 GV3122                          STATION RECOVERY (1998)
 GV3122
 GV3122'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3122'RECOVERED IN GOOD CONDITION.
 GV3122
 GV3122                          STATION RECOVERY (2002)
 GV3122
 GV3122'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV3122' 
 GV3122' 
 GV3122
 GV3122                          STATION RECOVERY (2006)
 GV3122
 GV3122'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5519 ***********************************************************************
 AJ5519  DESIGNATION -  DEEP RUN
 AJ5519  PID         -  AJ5519
 AJ5519  STATE/COUNTY-  VA/FAUQUIER
 AJ5519  USGS QUAD   -  RICHARDSVILLE (1978)
 AJ5519
 AJ5519                         *CURRENT SURVEY CONTROL
 AJ5519  ___________________________________________________________________
 AJ5519* NAD 83(1993)-  38 25 50.28388(N)    077 37 47.50538(W)     ADJUSTED  
 AJ5519* NAVD 88     -        58.0    (meters)     190.     (feet)  GPS OBS   
 AJ5519  ___________________________________________________________________
 AJ5519  X           -   1,071,748.095 (meters)                     COMP
 AJ5519  Y           -  -4,886,732.761 (meters)                     COMP
 AJ5519  Z           -   3,943,016.526 (meters)                     COMP
 AJ5519  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ5519  ELLIP HEIGHT-          25.86  (meters)          (05/17/02) GPS OBS
 AJ5519  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 AJ5519
 AJ5519  HORZ ORDER  -  FIRST
 AJ5519  ELLP ORDER  -  FOURTH    CLASS II
 AJ5519
 AJ5519.The horizontal coordinates were established by GPS observations
 AJ5519.and adjusted by the National Geodetic Survey in October 2001..
 AJ5519
 AJ5519.The orthometric height was determined by GPS observations and a
 AJ5519.high-resolution geoid model.
 AJ5519
 AJ5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5519
 AJ5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5519
 AJ5519.The ellipsoidal height was determined by GPS observations
 AJ5519.and is referenced to NAD 83.
 AJ5519
 AJ5519.The geoid height was determined by GEOID03.
 AJ5519
 AJ5519;                    North         East     Units Scale Factor Converg.
 AJ5519;SPC VA N     - 2,085,158.878 3,575,972.574   MT  0.99995368   +0 32 35.0
 AJ5519;SPC VA N     - 6,841,058.75 11,732,170.02   sFT  0.99995368   +0 32 35.0
 AJ5519;UTM  18      - 4,256,872.449   270,443.311   MT  1.00024901   -1 38 07.3
 AJ5519
 AJ5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5519!SPC VA N     -   0.99999594  x   0.99995368  =   0.99994962
 AJ5519!UTM  18      -   0.99999594  x   1.00024901  =   1.00024495
 AJ5519
 AJ5519|---------------------------------------------------------------------|
 AJ5519| PID    Reference Object                     Distance      Geod. Az  |
 AJ5519|                                                           dddmmss.s |
 AJ5519| AJ5523 AG 16                               283.215 METERS 30919     |
 AJ5519|---------------------------------------------------------------------|
 AJ5519
 AJ5519                          SUPERSEDED SURVEY CONTROL
 AJ5519
 AJ5519  ELLIP H (10/09/01)   25.86   (m)                       GP(       ) 4 1
 AJ5519
 AJ5519.Superseded values are not recommended for survey control.
 AJ5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5519.See file dsdata.txt to determine how the superseded data were derived.
 AJ5519
 AJ5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7044356872(NAD 83)
 AJ5519_MARKER: DD = SURVEY DISK
 AJ5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5519_STAMPING: DEEP RUN 2000
 AJ5519_MARK LOGO: VA-179
 AJ5519_PROJECTION: PROJECTING 3 CENTIMETERS
 AJ5519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5519+STABILITY: SURFACE MOTION
 AJ5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5519+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2000
 AJ5519
 AJ5519  HISTORY     - Date     Condition        Report By
 AJ5519  HISTORY     - 20000804 MONUMENTED       GEOMET
 AJ5519
 AJ5519                          STATION DESCRIPTION
 AJ5519
 AJ5519'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2000 (DAR)
 AJ5519'THE STATION IS LOCATED IN SOUTHEASTERN FAUQUIER COUNTY,  VIRGINIA 0.05
 AJ5519'MILE NORTHWEST
 AJ5519'OF THE STAFFORD COUNTY LINE AND NORTHWEST OF THE BRIDGE OVER DEEP RUN
 AJ5519'CREEK.
 AJ5519' 
 AJ5519'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND WARRENTON ROAD
 AJ5519'(ROUTE 17)
 AJ5519'PROCEED NORTHWEST ALONG WARRENTON ROAD (ROUTE 17) A DISTANCE OF 10.1
 AJ5519'MILES TO
 AJ5519'THE STATION ON THE LEFT IN THE MEDIAN OF WARRENTON ROAD (ROUTE 17)
 AJ5519'BETWEEN TWO GUARD
 AJ5519'RAILS.
 AJ5519' 
 AJ5519'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA  GIS OFFICE
 AJ5519'ALUMINUM SURVEY DISK
 AJ5519'SET IN CONCRETE ONE INCH ABOVE THE GROUND SURFACE AND STAMPED DEEP RUN
 AJ5519'2000.
 AJ5519' 
 AJ5519'THE STATION IS 7.5 FEET AZIMUTH 45 DEGREES TO THE NORTH GUARD RAIL,
 AJ5519'4.3 FEET AZIMUTH 225
 AJ5519'DEGREES TO THE SOUTH GUARD RAIL, 103.4 FEET AZIMUTH 305 DEGREES TO THE
 AJ5519'CENTER OF A
 AJ5519'STORM DRAIN, AND 1.5 FEET AZIMUTH 220 DEGREES TO THE WITNESS POST.
 AJ5519' 
 AJ5519' 
 AJ5519' 
 AJ5519'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4736 ***********************************************************************
 GV4736  DESIGNATION -  DEEP VFC 1919
 GV4736  PID         -  GV4736
 GV4736  STATE/COUNTY-  VA/LANCASTER
 GV4736  USGS QUAD   -  LIVELY (1992)
 GV4736
 GV4736                         *CURRENT SURVEY CONTROL
 GV4736  ___________________________________________________________________
 GV4736* NAD 83(1993)-  37 45 55.77960(N)    076 34 55.76680(W)     ADJUSTED  
 GV4736* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4736  ___________________________________________________________________
 GV4736  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 GV4736  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 GV4736
 GV4736  HORZ ORDER  -  THIRD
 GV4736
 GV4736.The horizontal coordinates were established by classical geodetic methods
 GV4736.and adjusted by the National Geodetic Survey in November 1994..
 GV4736
 GV4736.The orthometric height was scaled from a topographic map.
 GV4736
 GV4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4736
 GV4736.The geoid height was determined by GEOID03.
 GV4736
 GV4736;                    North         East     Units Scale Factor Converg.
 GV4736;SPC VA S     - 1,160,653.436 3,668,967.040   MT  0.99996947   +1 09 50.4
 GV4736;SPC VA S     - 3,807,910.48 12,037,269.36   sFT  0.99996947   +1 09 50.4
 GV4736;UTM  18      - 4,180,975.174   360,645.161   MT  0.99983919   -0 58 08.8
 GV4736
 GV4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4736!SPC VA S     -   1.00000551  x   0.99996947  =   0.99997498
 GV4736!UTM  18      -   1.00000551  x   0.99983919  =   0.99984470
 GV4736
 GV4736:                Primary Azimuth Mark                     Grid Az
 GV4736:SPC VA S     -  MONASKON VFC 1919                        160 00 04.1
 GV4736:UTM  18      -  MONASKON VFC 1919                        162 08 03.3
 GV4736
 GV4736|---------------------------------------------------------------------|
 GV4736| PID    Reference Object                     Distance      Geod. Az  |
 GV4736|                                                           dddmmss.s |
 GV4736| GV4752 MONASKON VFC 1919                   APPROX. 3.1 KM 1610954.5 |
 GV4736| GV4733 BELLE VFC                           APPROX. 1.9 KM 2944137.4 |
 GV4736|---------------------------------------------------------------------|
 GV4736
 GV4736                          SUPERSEDED SURVEY CONTROL
 GV4736
 GV4736  NAD 83(1993)-  37 45 55.77920(N)    076 34 55.78376(W) AD(       ) 3
 GV4736  NAD 83(1986)-  37 45 55.77920(N)    076 34 55.78376(W) AD(       ) 3
 GV4736  NAD 27      -  37 45 55.28100(N)    076 34 56.95800(W) AD(       ) 3
 GV4736
 GV4736.Superseded values are not recommended for survey control.
 GV4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4736.See file dsdata.txt to determine how the superseded data were derived.
 GV4736
 GV4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6064580975(NAD 83)
 GV4736_MARKER: Z = SEE DESCRIPTION
 GV4736_SETTING: 0 = UNSPECIFIED SETTING
 GV4736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4736
 GV4736  HISTORY     - Date     Condition        Report By
 GV4736  HISTORY     - 1919     MONUMENTED       VACF
 GV4736  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4736  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 GV4736  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV4736
 GV4736                          STATION DESCRIPTION
 GV4736
 GV4736'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV4736'ON A POINT OF LAND ON THE RAPPAHANNOCK RIVER, FROM WHICH
 GV4736'A CLEAR VIEW DOWN RIVER CAN BE HAD.  THE STATION IS IN THE
 GV4736'SOUTHEAST CORNER OF AN OLD FIELD, NOW FALLOW, NEAR SOME
 GV4736'YOUNG PERSIMMON TREES AND BRAMBLE.  A FOOT PATH ON THE LOW
 GV4736'BANK SKIRTS THE SANDY SHORE.  THE STATION IS MARKED BY A
 GV4736'5-FOOT SECTION OF GALVANIZED IRON PIPE, EXTENDING A FEW
 GV4736'INCHES OUT OF A BLOCK OF CONCRETE.
 GV4736
 GV4736                          STATION RECOVERY (1943)
 GV4736
 GV4736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV4736'THE LOCALITY WAS THOROUGHLY SEARCHED AND INQUIRIES MADE
 GV4736'OF THE NATIVES NEARBY, BUT THE STATION WAS NOT RECOVERED.
 GV4736'SINCE THE RIVER BANKS IN THIS AREA ARE WASHING BADLY, IT
 GV4736'IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 GV4736
 GV4736                          STATION RECOVERY (1998)
 GV4736
 GV4736'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV4736'MARK NOT FOUND.
 GV4736
 GV4736                          STATION RECOVERY (2002)
 GV4736
 GV4736'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV4736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4612 ***********************************************************************
 GV4612  DESIGNATION -  DEEPWATER SHOALS LIGHTHOUSE
 GV4612  PID         -  GV4612
 GV4612  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4612  USGS QUAD   -  HOG ISLAND (1984)
 GV4612
 GV4612                         *CURRENT SURVEY CONTROL
 GV4612  ___________________________________________________________________
 GV4612* NAD 83(1993)-  37 08 55.96778(N)    076 38 12.47552(W)     ADJUSTED  
 GV4612* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4612  ___________________________________________________________________
 GV4612  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 GV4612  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 GV4612
 GV4612  HORZ ORDER  -  THIRD
 GV4612
 GV4612.The horizontal coordinates were established by classical geodetic methods
 GV4612.and adjusted by the National Geodetic Survey in September 1995..
 GV4612
 GV4612.The orthometric height was scaled from a topographic map.
 GV4612
 GV4612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4612
 GV4612.The geoid height was determined by GEOID03.
 GV4612
 GV4612;                    North         East     Units Scale Factor Converg.
 GV4612;SPC VA S     - 1,092,137.972 3,665,504.163   MT  0.99995264   +1 07 51.0
 GV4612;SPC VA S     - 3,583,122.66 12,025,908.24   sFT  0.99995264   +1 07 51.0
 GV4612;UTM  18      - 4,112,642.328   354,643.119   MT  0.99986028   -0 59 19.0
 GV4612
 GV4612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4612!SPC VA S     -   1.00000564  x   0.99995264  =   0.99995827
 GV4612!UTM  18      -   1.00000564  x   0.99986028  =   0.99986591
 GV4612
 GV4612:                Primary Azimuth Mark                     Grid Az
 GV4612:SPC VA S     -  EUSTIS                                   132 34 03.9
 GV4612:UTM  18      -  EUSTIS                                   134 41 13.9
 GV4612
 GV4612|---------------------------------------------------------------------|
 GV4612| PID    Reference Object                     Distance      Geod. Az  |
 GV4612|                                                           dddmmss.s |
 GV4612| GV4526 EUSTIS                              APPROX. 1.8 KM 1334154.9 |
 GV4612|---------------------------------------------------------------------|
 GV4612
 GV4612                          SUPERSEDED SURVEY CONTROL
 GV4612
 GV4612  NAD 83(1986)-  37 08 55.96962(N)    076 38 12.50425(W) AD(       ) 3
 GV4612  NAD 27      -  37 08 55.43500(N)    076 38 13.66300(W) AD(       ) 3
 GV4612
 GV4612.Superseded values are not recommended for survey control.
 GV4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4612.See file dsdata.txt to determine how the superseded data were derived.
 GV4612
 GV4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5464312642(NAD 83)
 GV4612_MARKER: 13 = LIGHTHOUSE
 GV4612
 GV4612  HISTORY     - Date     Condition        Report By
 GV4612  HISTORY     - 1870     FIRST OBSERVED   CGS
 GV4612  HISTORY     - 1910     GOOD             CGS
 GV4612  HISTORY     - 1938     GOOD             CGS
 GV4612  HISTORY     - 1942     GOOD             CGS
 GV4612  HISTORY     - 1947     GOOD             CGS
 GV4612  HISTORY     - 1957     GOOD             AMS
 GV4612
 GV4612                          STATION DESCRIPTION
 GV4612
 GV4612'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JBB)
 GV4612'RECOVERED IN GOOD CONDITION.
 GV4612
 GV4612                          STATION RECOVERY (1938)
 GV4612
 GV4612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4612'THE STATION IS THE CENTER OF THE FINIAL ATOP THE BALL ON THE
 GV4612'TOP CENTER OF THE HOUSE OF THE DEEP WATER SHOALS LIGHTHOUSE.
 GV4612'THE FOUNDATION OF THIS LIGHTHOUSE IS A SEVEN-SCREW-PILE STEEL
 GV4612'STRUCTURE.  THE LIGHTHOUSE WAS BUILT IN 1867.
 GV4612'
 GV4612'THE STATION WAS OCCUPIED ECCENTRICALLY.
 GV4612'
 GV4612'DEEP WATER SHOALS L.H.
 GV4612
 GV4612                          STATION RECOVERY (1942)
 GV4612
 GV4612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4612'THE ORIGINAL DESCRIPTION ADEQUATE.
 GV4612
 GV4612                          STATION RECOVERY (1947)
 GV4612
 GV4612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4612'THE STATION WAS RECOVERED AS DESCRIBED BY H.E.F. IN 1938.
 GV4612'THE 1938 DESCRIPTION IS ADEQUATE.
 GV4612
 GV4612                          STATION RECOVERY (1957)
 GV4612
 GV4612'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957 (RSM)
 GV4612'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3511 ***********************************************************************
 HW3511  DESIGNATION -  DEER
 HW3511  PID         -  HW3511
 HW3511  STATE/COUNTY-  VA/AUGUSTA
 HW3511  USGS QUAD   -  DEERFIELD (1985)
 HW3511
 HW3511                         *CURRENT SURVEY CONTROL
 HW3511  ___________________________________________________________________
 HW3511* NAD 83(1993)-  38 12 35.09354(N)    079 22 52.01203(W)     ADJUSTED  
 HW3511* NAVD 88     -       532.3    (meters)    1746.     (feet)  VERTCON   
 HW3511  ___________________________________________________________________
 HW3511  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HW3511  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HW3511
 HW3511  HORZ ORDER  -  THIRD
 HW3511
 HW3511.The horizontal coordinates were established by classical geodetic methods
 HW3511.and adjusted by the National Geodetic Survey in November 1994..
 HW3511
 HW3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3511
 HW3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3511
 HW3511.The geoid height was determined by GEOID03.
 HW3511
 HW3511;                    North         East     Units Scale Factor Converg.
 HW3511;SPC VA N     - 2,060,651.140 3,422,833.719   MT  0.99997355   -0 32 59.7
 HW3511;SPC VA N     - 6,760,652.95 11,229,746.96   sFT  0.99997355   -0 32 59.7
 HW3511;UTM  17      - 4,230,326.139   641,732.519   MT  0.99984740   +1 00 05.5
 HW3511
 HW3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3511!SPC VA N     -   0.99992145  x   0.99997355  =   0.99989500
 HW3511!UTM  17      -   0.99992145  x   0.99984740  =   0.99976886
 HW3511
 HW3511|---------------------------------------------------------------------|
 HW3511| PID    Reference Object                     Distance      Geod. Az  |
 HW3511|                                                           dddmmss.s |
 HW3511| DC4058 DEER RM 1                            25.725 METERS 01902     |
 HW3511| DC4057 DEER AZ MK                                         2345403.3 |
 HW3511| DC4059 DEER RM 2                            16.245 METERS 29037     |
 HW3511|---------------------------------------------------------------------|
 HW3511
 HW3511                          SUPERSEDED SURVEY CONTROL
 HW3511
 HW3511  NAD 83(1986)-  38 12 35.09499(N)    079 22 52.02140(W) AD(       ) 3
 HW3511  NAD 27      -  38 12 34.63700(N)    079 22 52.87960(W) AD(       ) 3
 HW3511  NGVD 29 (07/19/86)  532.4    (m)         1747.     (f) VERT ANG       
 HW3511
 HW3511.Superseded values are not recommended for survey control.
 HW3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3511.See file dsdata.txt to determine how the superseded data were derived.
 HW3511
 HW3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4173330326(NAD 83)
 HW3511_MARKER: DS = TRIANGULATION STATION DISK
 HW3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3511
 HW3511  HISTORY     - Date     Condition        Report By
 HW3511  HISTORY     - 1957     MONUMENTED       CGS
 HW3511
 HW3511                          STATION DESCRIPTION
 HW3511
 HW3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3511'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHWEST OF WEST
 HW3511'AUGUSTA, 1.5 MILES NORTHEAST OF DEERFIELD AND ON COUNTY
 HW3511'ROAD PROPERTY.
 HW3511'
 HW3511'TO REACH FROM THE POST OFFICE IN DEERFIELD, GO NORTH ON COUNTY
 HW3511'ROUTE NO. 629 FOR 1.0 MILE TO MR. R.E. DULAS HOME ON THE
 HW3511'LEFT AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 HW3511'AHEAD ON ROUTE 629 FOR 0.45 MILE TO THE TOP OF A SMALL
 HW3511'RISE AND THE STATION ON THE RIGHT.
 HW3511'
 HW3511'STATION MARKS ARE STANDARD DISKS STAMPED DEER 1957.  THE
 HW3511'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HW3511'WITH THE SURFACE OF THE GROUND.  IT IS 14.6 FEET SOUTHEAST
 HW3511'OF THE CENTER OF COUNTY ROAD 629, 10.6 FEET NORTH OF A TELEPHONE
 HW3511'POLE AND 3.5 FEET NORTHWEST OF A WHITE BOARD FENCE.  THE
 HW3511'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HW3511'28 INCHES BELOW THE SURFACE OF THE GROUND.
 HW3511'
 HW3511'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEER NO 1 1957,
 HW3511'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HW3511'SURFACE OF THE GROUND.  IT IS 33 FEET NORTHWEST OF THE CENTER
 HW3511'OF COUNTY ROUTE NO. 629, 1 FOOT SOUTHEAST OF A FENCE LINE AND
 HW3511'IS ABOUT 12 FEET HIGHER THAN THE STATION.
 HW3511'
 HW3511'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEER NO 2 1957,
 HW3511'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HW3511'SURFACE OF THE GROUND.  IT IS 30 FEET NORTHWEST OF THE CENTER
 HW3511'OF COUNTY ROUTE NO. 629, 1.6 FEET SOUTHEAST OF A FENCE
 HW3511'LINE AND IS ABOUT 11 FEET HIGHER THAN THE STATION.
 HW3511'
 HW3511'AZIMUTH MARK IS A STANDARD DISK STAMPED DEER 1957, SET IN
 HW3511'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HW3511'THE GROUND.  IT IS 41 FEET SOUTHEAST OF MR. R.E. DULAS MAIL
 HW3511'BOX, 17.6 FEET SOUTH OF THE CENTER OF COUNTY ROUTE NO. 629 AND
 HW3511'1 FOOT NORTH OF A FENCE LINE.
 HW3511'
 HW3511'TT7S 1942 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 HW3511'STAMPED TT7S 1942, SET IN A 6 INCH SQUARE PRECAST CONCRETE
 HW3511'POST WHICH PROJECTS 6 INCHES.  IT IS 19.5 FEET SOUTHEAST
 HW3511'OF THE CENTER OF COUNTY ROUTE NO. 629, 76 FEET SOUTHWEST
 HW3511'OF A DRIVEWAY AND A BOARD GATE, 70 FEET NORTHWEST OF THE
 HW3511'NORTHWEST CORNER OF A BRICK HOUSE, 19.5 FEET NORTHEAST OF A
 HW3511'TELEPHONE POLE AT A FENCE CORNER AND 2 FEET NORTHWEST OF
 HW3511'A FENCE LINE.
 HW3511'
 HW3511'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3397 ***********************************************************************
 HW3397  DESIGNATION -  DEERHEAD
 HW3397  PID         -  HW3397
 HW3397  STATE/COUNTY-  VA/SHENANDOAH
 HW3397  USGS QUAD   -  CONICVILLE (1994)
 HW3397
 HW3397                         *CURRENT SURVEY CONTROL
 HW3397  ___________________________________________________________________
 HW3397* NAD 83(1993)-  38 48 33.95638(N)    078 43 02.21627(W)     ADJUSTED  
 HW3397* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 HW3397  ___________________________________________________________________
 HW3397  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 HW3397  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW3397
 HW3397  HORZ ORDER  -  SECOND
 HW3397
 HW3397.The horizontal coordinates were established by classical geodetic methods
 HW3397.and adjusted by the National Geodetic Survey in November 1994..
 HW3397
 HW3397.The orthometric height was scaled from a topographic map.
 HW3397
 HW3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3397
 HW3397.The geoid height was determined by GEOID03.
 HW3397
 HW3397;                    North         East     Units Scale Factor Converg.
 HW3397;SPC VA N     - 2,126,868.759 3,481,128.117   MT  0.99995398   -0 08 08.2
 HW3397;SPC VA N     - 6,977,901.92 11,421,001.16   sFT  0.99995398   -0 08 08.2
 HW3397;UTM  17      - 4,298,104.710   698,205.018   MT  1.00008378   +1 25 52.0
 HW3397
 HW3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3397!SPC VA N     -   0.99991854  x   0.99995398  =   0.99987253
 HW3397!UTM  17      -   0.99991854  x   1.00008378  =   1.00000232
 HW3397
 HW3397|---------------------------------------------------------------------|
 HW3397| PID    Reference Object                     Distance      Geod. Az  |
 HW3397|                                                           dddmmss.s |
 HW3397| DC4062 DEERHEAD RM 2                         2.764 METERS 01018     |
 HW3397| HW3398 DEERHEAD LOOKOUT TOWER 1956           3.250 METERS 01456     |
 HW3397| DC4063 DEERHEAD RM 3 AZIMUTH                              07555     |
 HW3397| HW3393 MT JACKSON BOWMAN APPLE SE TK       APPROX. 9.6 KM 1194122.6 |
 HW3397| HW3404 BIG MOUNTAIN TV STA WSVA MAST       APPROX.24.2 KM 1621749.3 |
 HW3397| DC4890 TT 39T                                             2405610.9 |
 HW3397| DC4060 DEERHEAD AZ MK                                     2412417.3 |
 HW3397| DC4061 DEERHEAD RM 1                         1.580 METERS 27442     |
 HW3397|---------------------------------------------------------------------|
 HW3397
 HW3397                          SUPERSEDED SURVEY CONTROL
 HW3397
 HW3397  NAD 83(1986)-  38 48 33.95755(N)    078 43 02.22081(W) AD(       ) 2
 HW3397  NAD 27      -  38 48 33.55210(N)    078 43 03.15360(W) AD(       ) 2
 HW3397
 HW3397.Superseded values are not recommended for survey control.
 HW3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3397.See file dsdata.txt to determine how the superseded data were derived.
 HW3397
 HW3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC9820598105(NAD 83)
 HW3397_MARKER: DS = TRIANGULATION STATION DISK
 HW3397_SETTING: 66 = SET IN ROCK OUTCROP
 HW3397_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HW3397
 HW3397  HISTORY     - Date     Condition        Report By
 HW3397  HISTORY     - 1933     MONUMENTED       CGS
 HW3397  HISTORY     - 1956     GOOD             CGS
 HW3397  HISTORY     - 1957     GOOD             CGS
 HW3397  HISTORY     - 1964     GOOD             USGS
 HW3397
 HW3397                          STATION DESCRIPTION
 HW3397
 HW3397'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3397'THE STATION IS LOCATED IN A MASS OF SHARP BOULDERS, AT THE
 HW3397'EASTERN EXTREMITY OF RIDGE, ON WHAT IS KNOWN LOCALLY AS
 HW3397'DEERHEAD HILL.
 HW3397'
 HW3397'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET AT THE
 HW3397'EXTREME NORTHERN EDGE OF MASS OF BOULDERS AND ABOUT THE
 HW3397'SAME ELEVATION AS STATION.
 HW3397'
 HW3397'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET NE OF
 HW3397'STATION ON THE HIGHEST POINT OF MASS OF BOULDERS.
 HW3397'
 HW3397'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1 MILE E OF
 HW3397'STATION AND 50 FEET S OF STATE HIGHWAY 260, 1.2 MILES FROM
 HW3397'CONICSVILLE POST OFFICE.  A STANDARD DISK SET IN BURIED STONE
 HW3397'AT THE NW CORNER OF BARN BELONGING TO C.E. FUNKHOUSER.
 HW3397'
 HW3397'TO REACH FROM MT. JACKSON AT THE JUNCTION OF U.S. HIGHWAY
 HW3397'11 AND STATE HIGHWAY 263 (ARROW ORKNEY SPRINGS), TURN W ON
 HW3397'STATE HIGHWAY 263 AND FOLLOW 6.3 MILES OR 1.8 MILES PAST
 HW3397'THE TOWN OF MT. CLIFTON, TO ITS JUNCTION WITH STATE HIGHWAY
 HW3397'260 AT ATLANTIC FILLING STATION, TURN RIGHT ON STATE HIGHWAY
 HW3397'260 (OLD BACK ROAD) AND FOLLOW 3.3 MILES TO THE HOME OF
 HW3397'J.H. JONES, TURN LEFT THROUGH YARD AND PROCEED 0.2 MILE TO
 HW3397'THE FOOT OF HILL, AND THE END OF TRUCK TRAVEL, FOLLOW OLD
 HW3397'WAGON ROAD AND BLAZED TRAIL TO THE TOP ABOUT 1/2 MILE
 HW3397'DISTANT.  THE STATION IS A STANDARD BRONZE DISK LOCATED IN A
 HW3397'DEPRESSION ABOUT 3 FEET LOWER THAN HIGHEST POINT OF
 HW3397'BOULDERS.
 HW3397
 HW3397                          STATION RECOVERY (1956)
 HW3397
 HW3397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3397'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 HW3397'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE
 HW3397'FOUND AND IS CONSIDERED DESTROYED.  A NEW AZIMUTH MARK IS
 HW3397'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 HW3397'
 HW3397'THE STATION IS LOCATED BY AN OLD LOOKOUT HOUSE NEAR THE TOP
 HW3397'OF A LARGE MASS OF BOULDERS ON A PROMINENT LOW HILL ABOUT
 HW3397'2 MILES AIRLINE SOUTHWEST OF CONICVILLE, 4 MILES AIRLINE
 HW3397'SOUTH OF JEROME, AND 6 MILES AIRLINE NORTHWEST OF MOUNT JACKSON.
 HW3397'
 HW3397'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT JACKSON
 HW3397'GO NORTH 0.05 MILE TO AN INTERSECTION.  TURN LEFT ONTO STATE
 HW3397'HIGHWAY 263 AND GO WEST 1.6 MILES TO A CROSS ROAD.  KEEP
 HW3397'STRAIGHT AHEAD ON THE HIGHWAY AND GO 1.9 MILES TO A FORK.
 HW3397'TAKE THE RIGHT FORK AND GO NORTHWEST 2.6 MILES TO A CROSS
 HW3397'ROAD.  KEEP STRAIGHT AHEAD, CROSSING STATE HIGHWAY 42, AND
 HW3397'GO NORTHWEST 0.65 MILE TO A FORK AND THE AZIMUTH MARK ON
 HW3397'THE RIGHT.  TAKE THE RIGHT FORK AND GO NORTH 0.15 MILE TO
 HW3397'A FORK.  TAKE THE RIGHT FORK AND GO NORTH 0.75 MILE TO A
 HW3397'DIM SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST 0.15
 HW3397'MILE TO THE END OF THE ROAD AT A TELEPHONE LINE.  PACK EAST
 HW3397'ABOUT 10 MINUTES UP THE TELEPHONE LINE TO THE TOP OF THE
 HW3397'HILL, THE LOOKOUT HOUSE, AND THE STATION.
 HW3397'
 HW3397'THE STATION MARK IS A STANDARD DISK STAMPED DEERHEAD 1933
 HW3397'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 HW3397'ABOUT 20 FEET ABOVE THE GROUND.
 HW3397'
 HW3397'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DEERHEAD
 HW3397'NO 1 1933 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW3397'THAT IS THE SAME ELEVATION AS THE STATION.
 HW3397'
 HW3397'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DEERHEAD
 HW3397'NO 2 1933 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW3397'THAT IS 4 FEET HIGHER THAN THE STATION.
 HW3397'
 HW3397'THE LOOKOUT HOUSE IS AN OLD WOODEN STRUCTURE ABOUT 8-FOOT
 HW3397'SQUARE BUILT ON THE TOP OF 4 WOODEN POLES THAT STRADDLE THE
 HW3397'ROCK PILE THE STATION IS ON.  THE FLOOR OF THE HOUSE IS
 HW3397'ABOUT 15 FEET HIGHER THAN THE STATION.
 HW3397'
 HW3397'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 HW3397'TT39T 1932 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 HW3397'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 23 FEET SOUTH
 HW3397'OF A TELEPHONE POLE, 51 FEET NORTH OF THE CENTERLINE OF AN
 HW3397'EAST-WEST ROAD, AND 21 FEET EAST OF THE CENTERLINE OF A
 HW3397'NORTH-SOUTH ROAD.
 HW3397
 HW3397                          STATION RECOVERY (1957)
 HW3397
 HW3397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3397'THE STATION WAS RECOVERED AS DESCRIBED IN 1956 AND THE STATION
 HW3397'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 HW3397'CONDITION.  THE AZIMUTH MARK (TT 39 T 1932) WAS FOUND IN
 HW3397'POOR CONDITION THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED.
 HW3397'IT IS 38 FEET SOUTH EAST OF THE SOUTHEAST CORNER OF HOUSE,
 HW3397'52 FEET NORTH OF THE CENTER LINE OF FORK, 27 FEET NORTHEAST
 HW3397'OF YARD GATE LEADING TO HOUSE, 25 FEET NORTH OF CENTER LINE
 HW3397'OF GRAVEL ROAD AND 1 FOOT SOUTH SOUTHWEST OF THE SOUTHEAST
 HW3397'CORNER OF YARD FENCE.  THE MARK IS SET FLUSH WITH THE GROUND
 HW3397'AND THE DISK IS STAMPED DEERHEAD 1933 1957.
 HW3397'
 HW3397'THE 1956 DESCRIPTION IS ADEQUATE.
 HW3397
 HW3397                          STATION RECOVERY (1964)
 HW3397
 HW3397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HW3397'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5588 ***********************************************************************
 HV5588  DESIGNATION -  DELIGHT
 HV5588  PID         -  HV5588
 HV5588  STATE/COUNTY-  VA/FAUQUIER
 HV5588  USGS QUAD   -  SOMERVILLE (1981)
 HV5588
 HV5588                         *CURRENT SURVEY CONTROL
 HV5588  ___________________________________________________________________
 HV5588* NAD 83(1993)-  38 34 24.00766(N)    077 34 02.82208(W)     ADJUSTED  
 HV5588* NAVD 88     -        98.13   (+/-2cm)     321.9    (feet)  VERTCON   
 HV5588  ___________________________________________________________________
 HV5588  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HV5588  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV5588
 HV5588  HORZ ORDER  -  SECOND
 HV5588  VERT ORDER  -  THIRD ? (See Below)
 HV5588
 HV5588.The horizontal coordinates were established by classical geodetic methods
 HV5588.and adjusted by the National Geodetic Survey in November 1994..
 HV5588
 HV5588.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5588.The vertical order pertains to the NGVD 29 superseded value.
 HV5588
 HV5588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5588
 HV5588.The geoid height was determined by GEOID03.
 HV5588
 HV5588;                    North         East     Units Scale Factor Converg.
 HV5588;SPC VA N     - 2,101,051.454 3,581,260.749   MT  0.99994868   +0 34 55.3
 HV5588;SPC VA N     - 6,893,199.65 11,749,519.64   sFT  0.99994868   +0 34 55.3
 HV5588;UTM  18      - 4,272,556.683   276,334.128   MT  1.00021610   -1 36 05.4
 HV5588
 HV5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5588!SPC VA N     -   0.99998963  x   0.99994868  =   0.99993831
 HV5588!UTM  18      -   0.99998963  x   1.00021610  =   1.00020573
 HV5588
 HV5588:                Primary Azimuth Mark                     Grid Az
 HV5588:SPC VA N     -  FAYMAN                                   039 51 55.5
 HV5588:UTM  18      -  FAYMAN                                   042 02 56.2
 HV5588
 HV5588|---------------------------------------------------------------------|
 HV5588| PID    Reference Object                     Distance      Geod. Az  |
 HV5588|                                                           dddmmss.s |
 HV5588| HV5590 FAYMAN                              APPROX. 5.6 KM 0402650.8 |
 HV5588| DC6189 DELIGHT AZ MK                                      3221723.6 |
 HV5588|---------------------------------------------------------------------|
 HV5588
 HV5588                          SUPERSEDED SURVEY CONTROL
 HV5588
 HV5588  NAD 83(1986)-  38 34 24.00825(N)    077 34 02.83400(W) AD(       ) 2
 HV5588  NAD 27      -  38 34 23.56876(N)    077 34 03.88169(W) AD(       ) 2
 HV5588  NGVD 29 (07/19/86)   98.37   (m)          322.7    (f) LEVELING    3  
 HV5588
 HV5588.Superseded values are not recommended for survey control.
 HV5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5588.See file dsdata.txt to determine how the superseded data were derived.
 HV5588
 HV5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7633472557(NAD 83)
 HV5588_MARKER: DS = TRIANGULATION STATION DISK
 HV5588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5588
 HV5588  HISTORY     - Date     Condition        Report By
 HV5588  HISTORY     - 1943     MONUMENTED       CGS
 HV5588  HISTORY     - 1944     MARK NOT FOUND   USE
 HV5588  HISTORY     - 1980     GOOD             USMC
 HV5588
 HV5588                          STATION DESCRIPTION
 HV5588
 HV5588'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5588'THE STATION IS ABOUT 7 MILES SSE OF CATLETT, JUST OUTSIDE THE W
 HV5588'BOUNDARY OF THE QUANTICO MARINE BASE AND ON THE PROPERTY OF
 HV5588'TOM GARDENER (COLORED).  IT IS ABOUT 75 FEET S OF THE JUNCTION
 HV5588'OF COUNTY HIGHWAYS 612 AND 609, 30 YARDS S OF THE HEARTS DELIGHT
 HV5588'CHURCH AND 35 FEET SE OF THE CENTER LINE OF HIGHWAY 612.
 HV5588'IT IS STAMPED DELIGHT 1943 AND PROJECTS 4 INCHES.
 HV5588'
 HV5588'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5588'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5588'
 HV5588'REFERENCE MARK NO. 1 IS E BY N OF THE STATION AND 40 FEET SSE
 HV5588'OF A WELL PUMP.  IT IS STAMPED DELIGHT NO. 1 1943 AND PROJECTS
 HV5588'3 INCHES.
 HV5588'
 HV5588'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 32 FEET SE OF
 HV5588'THE CENTER LINE OF HIGHWAY 612.  IT IS STAMPED DELIGHT NO. 2 1943
 HV5588'AND PROJECTS 4 INCHES.
 HV5588'
 HV5588'THE AZIMUTH MARK IS ABOUT 0.15 MILE NW OF THE STATION, 20 FEET
 HV5588'NE OF THE CENTER LINE OF HIGHWAY 609 AND 4 FEET E OF A WHITE
 HV5588'REFERENCE POST.  IT IS STAMPED DELIGHT 1943 AND PROJECTS 4 INCHES.
 HV5588'
 HV5588'TO REACH THE STATION FROM CATLETT GO S ON VIRGINIA HIGHWAY 233 FOR
 HV5588'6.15 MILES AND TURN LEFT OFF THE HIGHWAY ON A SIDE ROAD.  GO 1.8
 HV5588'MILES AND TURN RIGHT AT A T-ROAD.  GO 1.0 MILE TO THE AZIMUTH
 HV5588'MARK ON THE LEFT.  CONTINUE 0.15 MILE TO THE HEARTS DELIGHT
 HV5588'CHURCH AND THE STATION.
 HV5588'
 HV5588'A 103-FOOT SIGNAL AT MIDLAND IS VISIBLE AT 90 FEET.  90-FOOT
 HV5588'SIGNALS AT FAYMAN, DAVID, CROSS, AND CROMWELL ARE VISIBLE AT 77
 HV5588'FEET.  A 77-FOOT SIGNAL AT COUNTY IS VISIBLE AT 90 FEET.
 HV5588'
 HV5588'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5588
 HV5588                          STATION RECOVERY (1944)
 HV5588
 HV5588'RECOVERY NOTE BY US ENGINEERS 1944
 HV5588'AZIMUTH MARK OBSTRUCTED BY LARGE TREE ON PRIVATE PROPERTY.
 HV5588
 HV5588                          STATION RECOVERY (1980)
 HV5588
 HV5588'RECOVERY NOTE BY US MARINE CORPS 1980 (WAS)
 HV5588'DELIGHT 1943 RECOVERED GOOD.
 HV5588'
 HV5588'AZIMUTH MK--DELIGHT 1943 RECOVERED GOOD.  OBSTRUCTER.
 HV5588'
 HV5588'RM NO. 1 DELIGHT NO. 1 RECOVERED GOOD.
 HV5588'
 HV5588'RM NO. 2 DELIGHT NO. 2 RECOVERED GOOD.
 HV5588'
 HV5588'VISIBLE AZIMUTH MARK ESTABLISHED ON PRIVATE PROPERTY DISTANCE
 HV5588'MEASURED WITH RANGER IV ASTRONOMIC AZIMUTH OBSERVED, 32 POSITIONS ON
 HV5588'TWO NIGHTS DISK IS USMC SURVEY MARKER STAMPED DELIGHT AZ 1980.
 HV5588'
 HV5588'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEVEN MILES SOUTH SOUTHEAST
 HV5588'FROM CATLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0860 ***********************************************************************
 FY0860  DESIGNATION -  DELILA
 FY0860  PID         -  FY0860
 FY0860  STATE/COUNTY-  VA/HALIFAX
 FY0860  USGS QUAD   -  MILTON (1983)
 FY0860
 FY0860                         *CURRENT SURVEY CONTROL
 FY0860  ___________________________________________________________________
 FY0860* NAD 83(1993)-  36 35 03.36644(N)    079 08 43.75992(W)     ADJUSTED  
 FY0860* NAVD 88     -       160.920  (meters)     527.95   (feet)  ADJUSTED  
 FY0860  ___________________________________________________________________
 FY0860  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 FY0860  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FY0860  DYNAMIC HT  -         160.793 (meters)     527.53  (feet)  COMP
 FY0860  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 FY0860
 FY0860  HORZ ORDER  -  SECOND
 FY0860  VERT ORDER  -  SECOND    CLASS 0
 FY0860
 FY0860.The horizontal coordinates were established by classical geodetic methods
 FY0860.and adjusted by the National Geodetic Survey in September 1995..
 FY0860
 FY0860.The orthometric height was determined by differential leveling
 FY0860.and adjusted by the National Geodetic Survey in June 1991..
 FY0860
 FY0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0860
 FY0860.The geoid height was determined by GEOID03.
 FY0860
 FY0860.The dynamic height is computed by dividing the NAVD 88
 FY0860.geopotential number by the normal gravity value computed on the
 FY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0860.degrees latitude (g = 980.6199 gals.).
 FY0860
 FY0860.The modeled gravity was interpolated from observed gravity values.
 FY0860
 FY0860;                    North         East     Units Scale Factor Converg.
 FY0860;SPC VA S     - 1,028,045.125 3,442,230.917   MT  1.00003811   -0 23 30.3
 FY0860;SPC VA S     - 3,372,844.71 11,293,385.93   sFT  1.00003811   -0 23 30.3
 FY0860;UTM  17      - 4,050,356.144   665,909.557   MT  0.99993913   +1 06 20.0
 FY0860
 FY0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0860!SPC VA S     -   0.99997969  x   1.00003811  =   1.00001780
 FY0860!UTM  17      -   0.99997969  x   0.99993913  =   0.99991882
 FY0860
 FY0860:                Primary Azimuth Mark                     Grid Az
 FY0860:SPC VA S     -  DELILA AZ MK                             260 56 41.8
 FY0860:UTM  17      -  DELILA AZ MK                             259 26 51.5
 FY0860
 FY0860|---------------------------------------------------------------------|
 FY0860| PID    Reference Object                     Distance      Geod. Az  |
 FY0860|                                                           dddmmss.s |
 FY0860| FY0857 DELILA AZ MK                                       2603311.5 |
 FY0860| FY0859 DELILA RM 1                          34.750 METERS 26433     |
 FY0860|---------------------------------------------------------------------|
 FY0860
 FY0860                          SUPERSEDED SURVEY CONTROL
 FY0860
 FY0860  NAD 83(1986)-  36 35 03.36947(N)    079 08 43.76252(W) AD(       ) 2
 FY0860  NAD 27      -  36 35 02.87164(N)    079 08 44.70606(W) AD(       ) 2
 FY0860  NGVD 29 (??/??/92)  161.162  (m)          528.75   (f) ADJ UNCH    2 0
 FY0860
 FY0860.Superseded values are not recommended for survey control.
 FY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0860.See file dsdata.txt to determine how the superseded data were derived.
 FY0860
 FY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6591050356(NAD 83)
 FY0860_MARKER: DE = TRAVERSE STATION DISK
 FY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0860_STAMPING: DELILA 1965
 FY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0860+STABILITY: SURFACE MOTION
 FY0860
 FY0860  HISTORY     - Date     Condition        Report By
 FY0860  HISTORY     - 1965     MONUMENTED       CGS
 FY0860  HISTORY     - 1965     GOOD             CGS
 FY0860
 FY0860                          STATION DESCRIPTION
 FY0860
 FY0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0860'THE STATION IS LOCATED ABOUT 14 MILES EAST OF DANVILLE, ABOUT
 FY0860'16 MILES SOUTHWEST OF SOUTH BOSTON AND ON THE NORTH RIGHT-OF-WAY
 FY0860'OF U.S. HIGHWAY 58 ON A HIGH EMBANKMENT THAT IS ABOUT 50
 FY0860'FEET HIGHER THAN THE ROAD.
 FY0860'
 FY0860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FY0860'58 AND 501 IN THE SOUTH PART OF SOUTH BOSTON, GO WEST ON
 FY0860'U.S. HIGHWAY 58 FOR 15.8 MILES TO THE JUNCTION OF STATE
 FY0860'HIGHWAY 119 ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 58
 FY0860'FOR 0.3 MILE TO THE STATION ON THE RIGHT ON THE HIGHEST
 FY0860'POINT OF THE EMBANKMENT.
 FY0860'
 FY0860'THE STATION MARK IS 134 FEET SOUTH OF A WIRE FENCE CORNER,
 FY0860'95 FEET SOUTHWEST OF A POWER POLE (NO NUMBER), 80 FEET NORTH
 FY0860'OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF U.S.
 FY0860'HIGHWAY 58 AND 15 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 FY0860'MARKER.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 FY0860'CONCRETE POST, FLUSH AND STAMPED DELILA 1965.
 FY0860'
 FY0860'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A CONCRETE HIGHWAY
 FY0860'RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK SET IN A SQUARE
 FY0860'CONCRETE POST, FLUSH AND STAMPED DELILA NO 1 1965.
 FY0860'
 FY0860'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER LINE OF THE
 FY0860'EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 58.  IT IS A STANDARD
 FY0860'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH WEST CORNER OF
 FY0860'BRIDGE OVER THE DAN RIVER FOR THE EAST BOUND TRAFFIC LANE
 FY0860'OF U.S. HIGHWAY 58.
 FY0860'
 FY0860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 FY0860'HIGHWAY 58 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 FY0860'
 FY0860'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 FY0860
 FY0860                          STATION RECOVERY (1965)
 FY0860
 FY0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FY0860'7.4 MI W FROM TURBEVILLE.
 FY0860'ABOUT 7.4 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0860'TURBEVILLE, 0.3 MILE WEST OF STATE HIGHWAY 119, ON THE HIGHEST
 FY0860'POINT OF AN HIGHWAY CUT, 134 FEET SOUTH OF A WIRE FENCE CORNER,
 FY0860'114.01 FEET EAST OF RM 1, 95 FEET SOUTHWEST OF A POWER LINE POLE,
 FY0860'80 FEET NORTH OF THE WEST BOUND LANE OF HIGHWAY, 15 FEET SOUTHEAST
 FY0860'OF A CONCRETE RIGHT-OF-WAY MARKER, SET IN THE TOP OF A CONCRETE
 FY0860'POST, FLUSH, AND IS ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0857 ***********************************************************************
 FY0857  DESIGNATION -  DELILA AZ MK
 FY0857  PID         -  FY0857
 FY0857  STATE/COUNTY-  VA/HALIFAX
 FY0857  USGS QUAD   -  MILTON (1983)
 FY0857
 FY0857                         *CURRENT SURVEY CONTROL
 FY0857  ___________________________________________________________________
 FY0857* NAD 83(1986)-  36 34 58.     (N)    079 09 30.     (W)     SCALED    
 FY0857* NAVD 88     -       111.331  (meters)     365.26   (feet)  ADJUSTED  
 FY0857  ___________________________________________________________________
 FY0857  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FY0857  DYNAMIC HT  -         111.242 (meters)     364.97  (feet)  COMP
 FY0857  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 FY0857
 FY0857  VERT ORDER  -  SECOND    CLASS 0
 FY0857
 FY0857.The horizontal coordinates were scaled from a topographic map and have
 FY0857.an estimated accuracy of +/- 6 seconds.
 FY0857
 FY0857.The orthometric height was determined by differential leveling
 FY0857.and adjusted by the National Geodetic Survey in June 1991..
 FY0857
 FY0857.The geoid height was determined by GEOID03.
 FY0857
 FY0857.The dynamic height is computed by dividing the NAVD 88
 FY0857.geopotential number by the normal gravity value computed on the
 FY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0857.degrees latitude (g = 980.6199 gals.).
 FY0857
 FY0857.The modeled gravity was interpolated from observed gravity values.
 FY0857
 FY0857;                    North         East    Units  Estimated Accuracy
 FY0857;SPC VA S     - 1,027,890.    3,441,080.      MT  (+/- 180 meters Scaled)
 FY0857
 FY0857                          SUPERSEDED SURVEY CONTROL
 FY0857
 FY0857  NGVD 29 (??/??/92)  111.572  (m)          366.05   (f) ADJ UNCH    2 0
 FY0857
 FY0857.Superseded values are not recommended for survey control.
 FY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0857.See file dsdata.txt to determine how the superseded data were derived.
 FY0857
 FY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA647501(NAD 83)
 FY0857_MARKER: DZ = AZIMUTH MARK DISK
 FY0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0857_SP_SET: BRIDGE
 FY0857_STAMPING: DELILA 1965
 FY0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0857
 FY0857  HISTORY     - Date     Condition        Report By
 FY0857  HISTORY     - 1965     MONUMENTED       CGS
 FY0857
 FY0857                          STATION DESCRIPTION
 FY0857
 FY0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0857'8 MI W FROM TURBEVILLE.
 FY0857'ABOUT 8.0 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE
 FY0857'IN TURBEVILLE, 11 FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 FY0857'LANE OF HIGHWAY, 1.5 FEET EAST OF THE WEST END OF HEADWALL, SET
 FY0857'IN THE TOP OF THE WEST END OF SOUTH HEADWALL OF BRIDGE OVER THE
 FY0857'DAN RIVER ON THE EAST BOUND LANE OF HIGHWAY, AND IS ABOUT 1
 FY0857'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0859 ***********************************************************************
 FY0859  DESIGNATION -  DELILA RM 1
 FY0859  PID         -  FY0859
 FY0859  STATE/COUNTY-  VA/HALIFAX
 FY0859  USGS QUAD   -  MILTON (1983)
 FY0859
 FY0859                         *CURRENT SURVEY CONTROL
 FY0859  ___________________________________________________________________
 FY0859* NAD 83(1986)-  36 35 03.     (N)    079 08 43.     (W)     SCALED    
 FY0859* NAVD 88     -       159.866  (meters)     524.49   (feet)  ADJUSTED  
 FY0859  ___________________________________________________________________
 FY0859  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FY0859  DYNAMIC HT  -         159.739 (meters)     524.08  (feet)  COMP
 FY0859  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 FY0859
 FY0859  VERT ORDER  -  SECOND    CLASS 0
 FY0859
 FY0859.The horizontal coordinates were scaled from a topographic map and have
 FY0859.an estimated accuracy of +/- 6 seconds.
 FY0859
 FY0859.The orthometric height was determined by differential leveling
 FY0859.and adjusted by the National Geodetic Survey in June 1991..
 FY0859
 FY0859.The geoid height was determined by GEOID03.
 FY0859
 FY0859.The dynamic height is computed by dividing the NAVD 88
 FY0859.geopotential number by the normal gravity value computed on the
 FY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0859.degrees latitude (g = 980.6199 gals.).
 FY0859
 FY0859.The modeled gravity was interpolated from observed gravity values.
 FY0859
 FY0859;                    North         East    Units  Estimated Accuracy
 FY0859;SPC VA S     - 1,028,030.    3,442,250.      MT  (+/- 180 meters Scaled)
 FY0859
 FY0859                          SUPERSEDED SURVEY CONTROL
 FY0859
 FY0859  NGVD 29 (??/??/92)  160.107  (m)          525.28   (f) ADJ UNCH    2 0
 FY0859
 FY0859.Superseded values are not recommended for survey control.
 FY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0859.See file dsdata.txt to determine how the superseded data were derived.
 FY0859
 FY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA659503(NAD 83)
 FY0859_MARKER: DR = REFERENCE MARK DISK
 FY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0859_STAMPING: DELILA NO 1 1965
 FY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0859+STABILITY: SURFACE MOTION
 FY0859
 FY0859  HISTORY     - Date     Condition        Report By
 FY0859  HISTORY     - 1965     MONUMENTED       CGS
 FY0859
 FY0859                          STATION DESCRIPTION
 FY0859
 FY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0859'7.4 MI W FROM TURBEVILLE.
 FY0859'AT THE DELILA STATION SITE-- 114.01 FEET WEST OF THE STATION
 FY0859'MARK, 1 FOOT SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, SET IN
 FY0859'THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 FY0859'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5436 ***********************************************************************
 HV5436  DESIGNATION -  DELOS
 HV5436  PID         -  HV5436
 HV5436  STATE/COUNTY-  VA/CAROLINE
 HV5436  USGS QUAD   -  BOWLING GREEN (1994)
 HV5436
 HV5436                         *CURRENT SURVEY CONTROL
 HV5436  ___________________________________________________________________
 HV5436* NAD 83(1993)-  38 05 31.92131(N)    077 17 43.16778(W)     ADJUSTED  
 HV5436* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 HV5436  ___________________________________________________________________
 HV5436  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 HV5436  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HV5436
 HV5436  HORZ ORDER  -  SECOND
 HV5436
 HV5436.The horizontal coordinates were established by classical geodetic methods
 HV5436.and adjusted by the National Geodetic Survey in November 1994..
 HV5436
 HV5436.The orthometric height was scaled from a topographic map.
 HV5436
 HV5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5436
 HV5436.The geoid height was determined by GEOID03.
 HV5436
 HV5436;                    North         East     Units Scale Factor Converg.
 HV5436;SPC VA N     - 2,047,926.682 3,605,672.937   MT  0.99999013   +0 45 06.7
 HV5436;SPC VA N     - 6,718,906.12 11,829,611.96   sFT  0.99999013   +0 45 06.7
 HV5436;SPC VA S     - 1,195,873.923 3,605,676.820   MT  1.00002532   +0 43 52.1
 HV5436;SPC VA S     - 3,923,463.03 11,829,624.70   sFT  1.00002532   +0 43 52.1
 HV5436;UTM  18      - 4,218,533.014   298,716.237   MT  1.00009901   -1 24 59.5
 HV5436
 HV5436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5436!SPC VA N     -   0.99999483  x   0.99999013  =   0.99998496
 HV5436!SPC VA S     -   0.99999483  x   1.00002532  =   1.00002015
 HV5436!UTM  18      -   0.99999483  x   1.00009901  =   1.00009384
 HV5436
 HV5436:                Primary Azimuth Mark                     Grid Az
 HV5436:SPC VA N     -  DELOS AZ MK                              062 24 22.0
 HV5436:SPC VA S     -  DELOS AZ MK                              062 25 36.6
 HV5436:UTM  18      -  DELOS AZ MK                              064 34 28.2
 HV5436
 HV5436|---------------------------------------------------------------------|
 HV5436| PID    Reference Object                     Distance      Geod. Az  |
 HV5436|                                                           dddmmss.s |
 HV5436| DC6192 DELOS AZ MK                                        0630928.7 |
 HV5436| DC6193 DELOS RM 1                           43.100 METERS 10514     |
 HV5436| DC6194 DELOS RM 2                           47.275 METERS 20051     |
 HV5436| HV5415 RICHMOND WASHINGTON AWY BN 50       APPROX. 7.8 KM 3155856.2 |
 HV5436|---------------------------------------------------------------------|
 HV5436
 HV5436                          SUPERSEDED SURVEY CONTROL
 HV5436
 HV5436  NAD 83(1993)-  38 05 31.92427(N)    077 17 43.18160(W) AD(       ) 2
 HV5436  NAD 83(1986)-  38 05 31.92438(N)    077 17 43.18200(W) AD(       ) 2
 HV5436  NAD 27      -  38 05 31.44800(N)    077 17 44.25600(W) AD(       ) 2
 HV5436
 HV5436.Superseded values are not recommended for survey control.
 HV5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5436.See file dsdata.txt to determine how the superseded data were derived.
 HV5436
 HV5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9871618533(NAD 83)
 HV5436_MARKER: DS = TRIANGULATION STATION DISK
 HV5436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5436
 HV5436  HISTORY     - Date     Condition        Report By
 HV5436  HISTORY     - 1941     MONUMENTED       CGS
 HV5436  HISTORY     - 1949     SEE DESCRIPTION  VADH
 HV5436  HISTORY     - 1953     SEE DESCRIPTION  USE
 HV5436  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV5436  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 HV5436
 HV5436                          STATION DESCRIPTION
 HV5436
 HV5436'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5436'STATION IS ABOUT 4 MILES NE OF BOWLING GREEN, ON A SMALL KNOLL
 HV5436'ON THE NW SIDE OF U.S. HIGHWAY 301, ON U.S. GOVERNMENT PROPERTY.
 HV5436'IT IS IN THE CENTER OF AN OLD FOUNDATION (8 BY 8 FEET), 54
 HV5436'FEET NW OF THE CENTER OF U.S. HIGHWAY 301, 24 FEET S OF THE
 HV5436'CENTER OF A LANE LEADING W AND 38 FEET NNW OF A TELEPHONE
 HV5436'LINE POLE.  IT IS STAMPED DELOS 1941 AND PROJECTS 1 FOOT.
 HV5436'
 HV5436'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV5436'DISKS SET IN CONCRETE.
 HV5436'
 HV5436'REFERENCE MARK NO. 1 IS E OF THE STATION, 43 FEET SE OF HIGHWAY
 HV5436'301 AND 9 FEET E OF TELEPHONE LINE POLE NO. 92.  IT IS STAMPED
 HV5436'DELOS NO. 1 1941 AND PROJECTS 1 FOOT.
 HV5436'
 HV5436'REFERENCE MARK NO. 2 IS SE OF THE STATION, 49 FEET SE OF HIGHWAY
 HV5436'301.  IT IS STAMPED DELOS NO. 2 1941 AND PROJECTS 1 FOOT.
 HV5436'
 HV5436'AZIMUTH MARK IS 0.5 MILE N OF THE STATION ON THE NW SIDE OF
 HV5436'HIGHWAY 301.  IT IS 31 FEET NW OF THE CENTER OF HIGHWAY 301,
 HV5436'54 FEET SW OF THE CENTER OF COUNTY HIGHWAY 623 AND 10 FEET
 HV5436'SE OF A TELEPHONE LINE POLE.  MARK IS A STANDARD C. AND G.S.
 HV5436'BENCH MARK DISK IN AN 8-INCH SQUARE CONCRETE POST, STAMPED U 120
 HV5436'1935 AND PROJECTS 4 INCHES.
 HV5436'
 HV5436'TO REACH THE STATION FROM THE BOWLING GREEN COURTHOUSE, GO
 HV5436'N ON U.S. HIGHWAY 301 AND STATE HIGHWAY 2 FOR 0.4 MILE TO
 HV5436'JUNCTION, TURN RIGHT (E) ON U.S. HIGHWAY 301 AND FOLLOW
 HV5436'NORTHEASTERLY FOR 4.45 MILES TO A SMALL KNOLL ON THE LEFT, A
 HV5436'LANE LEADING TO THE W AND THE STATION.
 HV5436'
 HV5436'A 34-FOOT TOWER WILL SEE A 110-FOOT LIGHT AT ACADEMY.
 HV5436'
 HV5436'A 50-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT RETURN.
 HV5436'
 HV5436'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT NAULAKLA.
 HV5436'
 HV5436'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ALPS.
 HV5436'
 HV5436'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT MILFORD.
 HV5436'
 HV5436'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT PAIGE.
 HV5436'
 HV5436'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HV5436
 HV5436                          STATION RECOVERY (1949)
 HV5436
 HV5436'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1949 (HMS)
 HV5436'LETTER OF H.M. SHAVER, VIRGINIA DEPT. OF HIGHWAYS, FREDERICKSBURG,
 HV5436'VA., DATED JULY 1, 1949--
 HV5436'
 HV5436'THE SURFACE MONUMENT OF THE STATION HAS BEEN DISTURBED BUT
 HV5436'THE UNDERGROUND MONUMENT WAS STILL APPARENTLY INTACT.  REFERENCE
 HV5436'MARK 1 HAD ALSO BEEN DISTURBED.
 HV5436'
 HV5436'THE DESCRIPTION OF REFERENCE MARK 2 SHOULD READ--REFERENCE
 HV5436'MARK 2 IS SW OF THE STATION, AND 49 FT. SE OF HIGHWAY 301.
 HV5436
 HV5436                          STATION RECOVERY (1953)
 HV5436
 HV5436'RECOVERY NOTE BY US ENGINEERS 1953
 HV5436'STATION, AZIMUTH MARK (B.M. AT HOWARDS CORNER ON ROUTE 301),
 HV5436'AND REFERENCE MARK 1 WERE DESTROYED.  SUBSURFACE STATION MARK
 HV5436'WAS DUG FOR AND FOUND APPROXIMATELY 3 FT. BELOW THE GROUND
 HV5436'SURFACE IN GOOD CONDITION.
 HV5436'
 HV5436'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION ON THE S SIDE
 HV5436'OF ROUTE 301.
 HV5436'
 HV5436'THESE TWO MONUMENTS CHECK O.K. WITH THE ORIGINAL DESCRIPTION.
 HV5436'
 HV5436'A 3/4 IN. IRON PIPE SET ON THE N SIDE OF ROUTE 301 AT A POINT
 HV5436'827.57 FT. IN AZIMUTH N 52 DEG 31 MIN 51 SEC E OF THE STATION.
 HV5436
 HV5436                          STATION RECOVERY (1999)
 HV5436
 HV5436'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5436'MARK NOT FOUND.
 HV5436
 HV5436                          STATION RECOVERY (2002)
 HV5436
 HV5436'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 HV5436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4613 ***********************************************************************
 GV4613  DESIGNATION -  DEMON
 GV4613  PID         -  GV4613
 GV4613  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4613  USGS QUAD   -  HOG ISLAND (1984)
 GV4613
 GV4613                         *CURRENT SURVEY CONTROL
 GV4613  ___________________________________________________________________
 GV4613* NAD 83(1993)-  37 07 55.66670(N)    076 39 50.99181(W)     ADJUSTED  
 GV4613* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4613  ___________________________________________________________________
 GV4613  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV4613  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 GV4613
 GV4613  HORZ ORDER  -  THIRD
 GV4613
 GV4613.The horizontal coordinates were established by classical geodetic methods
 GV4613.and adjusted by the National Geodetic Survey in September 1995..
 GV4613
 GV4613.The orthometric height was scaled from a topographic map.
 GV4613
 GV4613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4613
 GV4613.The geoid height was determined by GEOID03.
 GV4613
 GV4613;                    North         East     Units Scale Factor Converg.
 GV4613;SPC VA S     - 1,090,231.833 3,663,109.787   MT  0.99995379   +1 06 51.2
 GV4613;SPC VA S     - 3,576,868.94 12,018,052.69   sFT  0.99995379   +1 06 51.2
 GV4613;UTM  18      - 4,110,826.195   352,180.112   MT  0.99986918   -1 00 17.1
 GV4613
 GV4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4613!SPC VA S     -   1.00000563  x   0.99995379  =   0.99995942
 GV4613!UTM  18      -   1.00000563  x   0.99986918  =   0.99987480
 GV4613
 GV4613:                Primary Azimuth Mark                     Grid Az
 GV4613:SPC VA S     -  TOWER SE OF SKIFF CREEK FLAG             072 20 41.8
 GV4613:UTM  18      -  TOWER SE OF SKIFF CREEK FLAG             074 27 50.1
 GV4613
 GV4613|---------------------------------------------------------------------|
 GV4613| PID    Reference Object                     Distance      Geod. Az  |
 GV4613|                                                           dddmmss.s |
 GV4613| GV4545 TOWER SE OF SKIFF CREEK FLAG        APPROX. 7.0 KM 0732733.0 |
 GV4613| GV4603 GHOST                               APPROX. 2.6 KM 1655839.4 |
 GV4613| DC9170 DEMON RM 1                           13.410 METERS 21540     |
 GV4613| DC9171 DEMON RM 2                           11.492 METERS 28159     |
 GV4613|---------------------------------------------------------------------|
 GV4613
 GV4613                          SUPERSEDED SURVEY CONTROL
 GV4613
 GV4613  NAD 83(1986)-  37 07 55.66895(N)    076 39 51.02041(W) AD(       ) 3
 GV4613  NAD 27      -  37 07 55.13300(N)    076 39 52.17500(W) AD(       ) 3
 GV4613
 GV4613.Superseded values are not recommended for survey control.
 GV4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4613.See file dsdata.txt to determine how the superseded data were derived.
 GV4613
 GV4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5218010826(NAD 83)
 GV4613_MARKER: DS = TRIANGULATION STATION DISK
 GV4613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4613
 GV4613  HISTORY     - Date     Condition        Report By
 GV4613  HISTORY     - 1938     MONUMENTED       CGS
 GV4613  HISTORY     - 1942     GOOD             CGS
 GV4613  HISTORY     - 1943     GOOD             CGS
 GV4613  HISTORY     - 1947     GOOD             CGS
 GV4613  HISTORY     - 1948     GOOD             CGS
 GV4613  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4613
 GV4613                          STATION DESCRIPTION
 GV4613
 GV4613'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4613'THIS STATION IS ON THE WEST BANK OF THE JAMES RIVER, ABOUT 1/2
 GV4613'MILE SOUTH OF THE NORTHEAST TANGENT OF LAWNS POINT, ON TOP
 GV4613'OF AND ABOUT 15 FEET INSHORE FROM THE EDGE OF A 25-FOOT BLUFF,
 GV4613'AND ABOUT 200 METERS SOUTH OF THE PROJECTED LINE OF THE FORT
 GV4613'EUSTIS WHARF ACROSS THE RIVER.  THE BLUFF IS WOODED AND THE
 GV4613'STATION SITE WAS SELECTED SO THAT LINES TO GHOST AND HOG 3
 GV4613'COULD BE CLEARED WITHOUT CUTTING LARGE TREES, AND SO THAT
 GV4613'THE LINE TO EUSTIS, A STATION 90 METERS SOUTH OF THE INNER
 GV4613'END OF FORT EUSTIS WHARF, WOULD BE WELL CLEAR OF A LARGE
 GV4613'VESSEL LAID UP AND MOORED TO THE OUTER END OF THE WHARF.
 GV4613'
 GV4613'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4613'DISKS SET IN CONCRETE.
 GV4613
 GV4613                          STATION RECOVERY (1942)
 GV4613
 GV4613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4613'1938 DESCRIPTION ADEQUATE.  A WITNESS MARK WAS ADDED, LARGE
 GV4613'BLAZE ON OFFSHORE SIDE OF A PINE TREE, 9.3 METERS FROM THE
 GV4613'STATION.
 GV4613
 GV4613                          STATION RECOVERY (1943)
 GV4613
 GV4613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4613'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 GV4613'FOLLOWING SHOULD BE ADDED TO THE ORIGINAL DESCRIPTION--
 GV4613'
 GV4613'1.  STATION IS ON CENTER LINE OF TRACK ROAD THAT PARALLELS
 GV4613'THE BLUFF.
 GV4613'
 GV4613'2.  ALL STATIONS MENTIONED IN DESCRIPTION ARE VISIBLE FROM
 GV4613'THE GROUND.
 GV4613
 GV4613                          STATION RECOVERY (1947)
 GV4613
 GV4613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4613'THIS STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GV4613'THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE 1938 DESCRIPTION
 GV4613'IS ADEQUATE.
 GV4613
 GV4613                          STATION RECOVERY (1948)
 GV4613
 GV4613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4613'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS ARE IN
 GV4613'GOOD CONDITION AND APPARENTLY UNDISTURBED.  DIRECTIONS TO
 GV4613'REFERENCE MARKS AND DISTANCE TO REFERENCE MARK 1 CHECKED AND
 GV4613'FOUND CORRECT.  DISTANCE TO REFERENCE MARK 2 IS 11.052 METERS,
 GV4613'36.26 FEET.
 GV4613'
 GV4613'STATION IS NOW 13 FEET FROM EDGE OF BLUFF INSTEAD OF 15 FEET
 GV4613'IN 1938.
 GV4613'
 GV4613'LARGEST TREE IN THE VICINITY, (HYDRO SIGNAL HOW), IS 29.9
 GV4613'FEET FROM THE STATION, 42 DEG LEFT OF DEEPWATER SHOALS
 GV4613'LIGHTHOUSE.
 GV4613'
 GV4613'STATION IS NEAR THE S END OF THE HIGHEST PART OF BLUFF WHICH
 GV4613'IS NEARLY LEVEL FOR A CONSIDERABLE DISTANCE.
 GV4613
 GV4613                          STATION RECOVERY (2001)
 GV4613
 GV4613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4613'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0254 ***********************************************************************
 GX0254  DESIGNATION -  DEN
 GX0254  PID         -  GX0254
 GX0254  STATE/COUNTY-  VA/MONTGOMERY
 GX0254  USGS QUAD   -  IRONTO (1982)
 GX0254
 GX0254                         *CURRENT SURVEY CONTROL
 GX0254  ___________________________________________________________________
 GX0254* NAD 83(1993)-  37 08 47.61808(N)    080 19 11.60630(W)     ADJUSTED  
 GX0254* NAVD 88     -       687.019  (meters)    2253.99   (feet)  ADJUSTED  
 GX0254  ___________________________________________________________________
 GX0254  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 GX0254  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX0254  DYNAMIC HT  -         686.409 (meters)    2251.99  (feet)  COMP
 GX0254  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GX0254
 GX0254  HORZ ORDER  -  SECOND
 GX0254  VERT ORDER  -  FIRST     CLASS II
 GX0254
 GX0254.The horizontal coordinates were established by classical geodetic methods
 GX0254.and adjusted by the National Geodetic Survey in September 1995..
 GX0254
 GX0254.The orthometric height was determined by differential leveling
 GX0254.and adjusted by the National Geodetic Survey in June 1991..
 GX0254
 GX0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0254
 GX0254.The geoid height was determined by GEOID03.
 GX0254
 GX0254.The dynamic height is computed by dividing the NAVD 88
 GX0254.geopotential number by the normal gravity value computed on the
 GX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0254.degrees latitude (g = 980.6199 gals.).
 GX0254
 GX0254.The modeled gravity was interpolated from observed gravity values.
 GX0254
 GX0254;                    North         East     Units Scale Factor Converg.
 GX0254;SPC VA S     - 1,091,805.580 3,338,337.581   MT  0.99995280   -1 06 16.3
 GX0254;SPC VA S     - 3,582,032.14 10,952,529.21   sFT  0.99995280   -1 06 16.3
 GX0254;UTM  17      - 4,111,347.479   560,397.501   MT  0.99964494   +0 24 38.5
 GX0254
 GX0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0254!SPC VA S     -   0.99989722  x   0.99995280  =   0.99985002
 GX0254!UTM  17      -   0.99989722  x   0.99964494  =   0.99954220
 GX0254
 GX0254|---------------------------------------------------------------------|
 GX0254| PID    Reference Object                     Distance      Geod. Az  |
 GX0254|                                                           dddmmss.s |
 GX0254| DC3235 DEN RM 1                             20.508 METERS 03414     |
 GX0254| GX3297 POOR MTN LOOKOUT TOWER              APPROX.11.5 KM 0810534.7 |
 GX0254| DC4070 DEN AZ MK                                          1891412.1 |
 GX0254| DC3236 DEN RM 2                             22.303 METERS 24153     |
 GX0254| GX0263 SHEEP                               APPROX. 5.2 KM 2481232.9 |
 GX0254|---------------------------------------------------------------------|
 GX0254
 GX0254                          SUPERSEDED SURVEY CONTROL
 GX0254
 GX0254  NAD 83(1993)-  37 08 47.61943(N)    080 19 11.61247(W) AD(       ) 2
 GX0254  NAD 83(1986)-  37 08 47.62374(N)    080 19 11.61247(W) AD(       ) 2
 GX0254  NAD 27      -  37 08 47.14780(N)    080 19 12.46480(W) AD(       ) 2
 GX0254  NGVD 29 (??/??/92)  687.148  (m)         2254.42   (f) ADJ UNCH    1 2
 GX0254
 GX0254.Superseded values are not recommended for survey control.
 GX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0254.See file dsdata.txt to determine how the superseded data were derived.
 GX0254
 GX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB6039811347(NAD 83)
 GX0254_MARKER: DS = TRIANGULATION STATION DISK
 GX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0254_STAMPING: DEN 1958
 GX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0254+STABILITY: SURFACE MOTION
 GX0254
 GX0254  HISTORY     - Date     Condition        Report By
 GX0254  HISTORY     - 1958     MONUMENTED       CGS
 GX0254  HISTORY     - 1959     GOOD             NGS
 GX0254
 GX0254                          STATION DESCRIPTION
 GX0254
 GX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0254'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CHRISTIANSBURG,
 GX0254'7 MILES WEST SOUTHWEST OF ELLISTON AND 161 FEET WEST SOUTHWEST
 GX0254'OF THE NORTHWEST CORNER OF LIVING QUARTERS OF THE VIRGINIA
 GX0254'STATE CAMP GROUNDS OF CHURCH OF GOD.  IT IS 19 FEET EAST
 GX0254'SOUTHEAST OF A METAL WITNESS POST, 16 FEET WEST NORTHWEST
 GX0254'OF A LONE SMALL TREE AND 14 FEET EAST OF A WOODED AREA.  THE
 GX0254'MARK IS SET ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND
 GX0254'AND THE DISK IS STAMPED DEN 1958.
 GX0254'
 GX0254'REFERENCE MARK NO. 1 IS 191 FEET WEST OF THE NORTH WEST CORNER
 GX0254'OF LIVING QUARTERS VIRGINIA STATE CAMP GROUND OF CHURCH OF
 GX0254'GOD.  THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION
 GX0254'MARK, PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DEN
 GX0254'NO 1 1958.
 GX0254'
 GX0254'REFERENCE MARK NO. 2 IS 116 FEET NORTH OF A FENCE LINE AND IS
 GX0254'ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE MARK
 GX0254'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DEN NO 2
 GX0254'1958.
 GX0254'
 GX0254'AZIMUTH MARK IS ABOUT 200 FEET WEST OF THE CENTER LINE OF U.S.
 GX0254'HIGHWAY 11 AND 220, 4 FEET WEST SOUTHWEST OF A METAL WITNESS
 GX0254'POST AND AT THE SOUTHWEST CORNER OF CLEARED AREA.  THE MARK
 GX0254'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DEN 1958.
 GX0254'
 GX0254'TO REACH THE STATION FROM THE BANK OF SHAWSVILLE IN SHAWSVILLE,
 GX0254'GO WESTERLY ON U.S. HIGHWAY 11 AND 220 FOR 4.35 MILES TO TOP
 GX0254'OF HILL AND A SIDE ROAD RIGHT WITH SIGN ON RIGHT READING
 GX0254'VIRGINIA STATE CAMP OF CHURCH OF GOD HOME OFFICE ANDERSON,
 GX0254'INDIANA.  TURN RIGHT ON GRAVEL ROAD LEADING TO CAMP
 GX0254'AND GO 0.1 MILE TO CAMP BUILDING, KEEP TO LEFT OF BUILDING
 GX0254'AND GO NORTHERLY FOR 0.05 MILE TO STATION ON HILL BACK OF
 GX0254'LIVING QUARTERS.
 GX0254'
 GX0254'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GX0254
 GX0254                          STATION RECOVERY (1959)
 GX0254
 GX0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0254'5.6 MI E FROM CHRISTIANSBURG.
 GX0254'5.45 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE AT
 GX0254'CHRISTIANSBURG, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A DRIVE
 GX0254'LEADING TO VIRGINIA STATE CAMP GROUNDS OF CHURCH OF GOD, TO TOP
 GX0254'OF HILL BEHIND CAMP GROUNDS, 73.2 FEET EAST-NORTHEAST OF RM 2 AND
 GX0254'HIGHEST POINT OF HILL, 67.2 FEET SOUTH-SOUTHWEST OF RM 1, 159
 GX0254'FEET NORTHWEST OF THE NORTH CORNER OF THE LIVING QUARTERS OF
 GX0254'VIRGINIA STATE CAMP GROUNDS CHURCH OF GOD, 2 FEET SOUTHWEST OF
 GX0254'BEING IN LINE WITH THE NORTHEAST FACE OF THE BUILDING, 19 FEET
 GX0254'SOUTHEAST OF A STEEL WITNESS SIGN, AND SET IN TOP OF A CONCRETE
 GX0254'POST 6 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- THIS MARK
 GX0254'CAN BE REACHED BY GOING 4.35 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GX0254'11 FROM THE BANK AT SHAWSVILLE, THENCE ABOUT 0.15 MILE NORTHWEST
 GX0254'AND UPHILL ALONG DRIVE LEADING TO VIRGINIA STATE CAMP GROUNDS OF
 GX0254'CHURCH OF GOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3342 ***********************************************************************
 HW3342  DESIGNATION -  DEN
 HW3342  PID         -  HW3342
 HW3342  STATE/COUNTY-  VA/AUGUSTA
 HW3342  USGS QUAD   -  WAYNESBORO EAST (1987)
 HW3342
 HW3342                         *CURRENT SURVEY CONTROL
 HW3342  ___________________________________________________________________
 HW3342* NAD 83(1993)-  38 03 54.59616(N)    078 48 12.88904(W)     ADJUSTED  
 HW3342* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 HW3342  ___________________________________________________________________
 HW3342  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HW3342  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HW3342
 HW3342  HORZ ORDER  -  THIRD
 HW3342
 HW3342.The horizontal coordinates were established by classical geodetic methods
 HW3342.and adjusted by the National Geodetic Survey in November 1994..
 HW3342
 HW3342.The orthometric height was scaled from a topographic map.
 HW3342
 HW3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3342
 HW3342.The geoid height was determined by GEOID03.
 HW3342
 HW3342;                    North         East     Units Scale Factor Converg.
 HW3342;SPC VA N     - 2,044,276.597 3,473,359.603   MT  0.99999453   -0 11 22.1
 HW3342;SPC VA N     - 6,706,930.80 11,395,513.96   sFT  0.99999453   -0 11 22.1
 HW3342;SPC VA S     - 1,192,241.611 3,473,358.936   MT  1.00001946   -0 11 03.3
 HW3342;SPC VA S     - 3,911,546.02 11,395,511.78   sFT  1.00001946   -0 11 03.3
 HW3342;UTM  17      - 4,215,323.005   692,680.440   MT  1.00005726   +1 21 16.7
 HW3342
 HW3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3342!SPC VA N     -   0.99986827  x   0.99999453  =   0.99986281
 HW3342!SPC VA S     -   0.99986827  x   1.00001946  =   0.99988773
 HW3342!UTM  17      -   0.99986827  x   1.00005726  =   0.99992553
 HW3342
 HW3342|---------------------------------------------------------------------|
 HW3342| PID    Reference Object                     Distance      Geod. Az  |
 HW3342|                                                           dddmmss.s |
 HW3342| DC3235 DEN RM 1                             11.400 METERS 01408     |
 HW3342| DC4070 DEN AZ MK                                          1143100.0 |
 HW3342| DC3236 DEN RM 2                             12.168 METERS 12916     |
 HW3342| HW3345 WAYNESBORO GENERAL ELEC TANK        APPROX. 6.5 KM 2945555.7 |
 HW3342|---------------------------------------------------------------------|
 HW3342
 HW3342                          SUPERSEDED SURVEY CONTROL
 HW3342
 HW3342  NAD 83(1986)-  38 03 54.59537(N)    078 48 12.88639(W) AD(       ) 3
 HW3342  NAD 27      -  38 03 54.09790(N)    078 48 13.80450(W) AD(       ) 3
 HW3342
 HW3342.Superseded values are not recommended for survey control.
 HW3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3342.See file dsdata.txt to determine how the superseded data were derived.
 HW3342
 HW3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC9268015323(NAD 83)
 HW3342_MARKER: DS = TRIANGULATION STATION DISK
 HW3342_SETTING: 66 = SET IN ROCK OUTCROP
 HW3342
 HW3342  HISTORY     - Date     Condition        Report By
 HW3342  HISTORY     - 1958     MONUMENTED       CGS
 HW3342
 HW3342                          STATION DESCRIPTION
 HW3342
 HW3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3342'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF CROZET AND 5.0
 HW3342'MILES EAST OF WAYNESBORO, ON A HIGH BARE HILL KNOWN LOCALLY
 HW3342'AS BEAR DEN MOUNTAIN, THE PROPERTY OF MR. C.S. STEPP.
 HW3342'
 HW3342'THE STATION MARK, STAMPED DEN 1958, IS CEMENTED IN A DRILL
 HW3342'HOLE IN A BOULDER ABOUT 3 FEET LONG AND 2 FEET WIDE AND PROJECTS
 HW3342'1 FOOT, 45 FEET NORTH OF A TEN FOOT HIGH IRON PIPE WEDGED BETWEEN
 HW3342'TWO LARGE ROCKS, 58 FEET SOUTH OF A 3 FOOT HIGH PIPE SURROUNDED
 HW3342'BY A LARGE PILE OF ROCKS AND 59 FEET WEST OF THE SOUTH ONE OF
 HW3342'TWO BUSHES.
 HW3342'
 HW3342'REFERENCE MARK NO. 1, STAMPED DEN NO 1 1958, IS CEMENTED IN
 HW3342'A DRILL HOLE IN A SMALL ROCK OUTCROP THAT PROJECTS ABOUT 2
 HW3342'INCHES, 28 FEET SOUTHEAST OF THE 3 FOOT HIGH PIPE, 73 FEET
 HW3342'NORTH OF THE SOUTH ONE OF TWO BUSHES AND IS ABOUT THE SAME
 HW3342'ELEVATION AS THE STATION.
 HW3342'
 HW3342'REFERENCE MARK NO. 2, STAMPED DEN NO 2 1958, IS CEMENTED IN
 HW3342'A DRILL HOLE IN A LARGE ROCK OUTCROP ON THE EAST SLOPE OF THE
 HW3342'HILL, 24 FEET NORTH NORTHEAST OF THE TEN FOOT HIGH PIPE, 18
 HW3342'FEET SOUTHWEST OF THE SOUTH ONE OF TWO BUSHES AND ABOUT 5 FEET
 HW3342'BELOW THE ELEVATION OF THE STATION.
 HW3342'
 HW3342'THE AZIMUTH MARK, STAMPED DEN 1958, IS CEMENTED IN A DRILL
 HW3342'HOLE IN ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET, 91 FEET NORTH
 HW3342'NORTHWEST OF A FENCE CORNER, 65 FEET WEST OF THE FENCE AND 150
 HW3342'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 HW3342'
 HW3342'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 250 AND THE BLUE
 HW3342'RIDGE PARKWAY AT ROCKFISH GAP, ABOUT 4 MILES SOUTHEAST OF
 HW3342'WAYNESBORO--GO NORTHERLY OF THE PARKWAY FOR 3.0 MILES TO THE
 HW3342'MC CORMIC GAP OVERLOOK ON THE LEFT, CONTINUE AHEAD FOR 1.2
 HW3342'MILES TO A FENCE CORNER ON LEFT AND THE AZIMUTH MARK.  FROM
 HW3342'HERE PACK NORTHWEST UP STEEP HILL FOR ABOUT 10 MINUTES TO THE
 HW3342'HIGHEST POINT OF THE HILL AND THE STATION.
 HW3342'
 HW3342'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0256 ***********************************************************************
 GX0256  DESIGNATION -  DEN AZ
 GX0256  PID         -  GX0256
 GX0256  STATE/COUNTY-  VA/MONTGOMERY
 GX0256  USGS QUAD   -  IRONTO (1982)
 GX0256
 GX0256                         *CURRENT SURVEY CONTROL
 GX0256  ___________________________________________________________________
 GX0256* NAD 83(1986)-  37 08 34.     (N)    080 19 14.     (W)     SCALED    
 GX0256* NAVD 88     -       662.516  (meters)    2173.60   (feet)  ADJUSTED  
 GX0256  ___________________________________________________________________
 GX0256  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX0256  DYNAMIC HT  -         661.926 (meters)    2171.67  (feet)  COMP
 GX0256  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 GX0256
 GX0256  VERT ORDER  -  FIRST     CLASS II
 GX0256
 GX0256.The horizontal coordinates were scaled from a topographic map and have
 GX0256.an estimated accuracy of +/- 6 seconds.
 GX0256
 GX0256.The orthometric height was determined by differential leveling
 GX0256.and adjusted by the National Geodetic Survey in June 1991..
 GX0256
 GX0256.The geoid height was determined by GEOID03.
 GX0256
 GX0256.The dynamic height is computed by dividing the NAVD 88
 GX0256.geopotential number by the normal gravity value computed on the
 GX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0256.degrees latitude (g = 980.6199 gals.).
 GX0256
 GX0256.The modeled gravity was interpolated from observed gravity values.
 GX0256
 GX0256;                    North         East    Units  Estimated Accuracy
 GX0256;SPC VA S     - 1,091,390.    3,338,270.      MT  (+/- 180 meters Scaled)
 GX0256
 GX0256                          SUPERSEDED SURVEY CONTROL
 GX0256
 GX0256  NGVD 29 (??/??/92)  662.640  (m)         2174.01   (f) ADJ UNCH    1 2
 GX0256
 GX0256.Superseded values are not recommended for survey control.
 GX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0256.See file dsdata.txt to determine how the superseded data were derived.
 GX0256
 GX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB603109(NAD 83)
 GX0256_MARKER: DZ = AZIMUTH MARK DISK
 GX0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0256_STAMPING: DEN 1958
 GX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0256+STABILITY: SURFACE MOTION
 GX0256
 GX0256  HISTORY     - Date     Condition        Report By
 GX0256  HISTORY     - 1958     MONUMENTED       CGS
 GX0256  HISTORY     - 1959     GOOD             NGS
 GX0256
 GX0256                          STATION DESCRIPTION
 GX0256
 GX0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0256'5.3 MI E FROM CHRISTIANSBURG.
 GX0256'5.3 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE AT
 GX0256'CHRISTIANSBURG, ABOUT 0.2 MILE NORTHEAST OF THE CENTER OF MONTGOMERY
 GX0256'WAYSIDE, 203 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT
 GX0256'THE SOUTHWEST EDGE OF A CLEARED AND GRADED AREA, 12 FEET SOUTHEAST
 GX0256'OF THE NORTHWEST END OF CUT BANK ALONG THE SOUTHWEST EDGE OF
 GX0256'CLEARED AND GRADED AREA, 4 1/2 FEET WEST-NORTHWEST OF A STEEL
 GX0256'WITNESS SIGN, ABOUT 2 FEET ABOVE THE LEVEL OF THE GRADED AREA,
 GX0256'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0255 ***********************************************************************
 GX0255  DESIGNATION -  DEN RM 1
 GX0255  PID         -  GX0255
 GX0255  STATE/COUNTY-  VA/MONTGOMERY
 GX0255  USGS QUAD   -  IRONTO (1982)
 GX0255
 GX0255                         *CURRENT SURVEY CONTROL
 GX0255  ___________________________________________________________________
 GX0255* NAD 83(1986)-  37 08 47.     (N)    080 19 11.     (W)     SCALED    
 GX0255* NAVD 88     -       687.492  (meters)    2255.55   (feet)  ADJUSTED  
 GX0255  ___________________________________________________________________
 GX0255  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX0255  DYNAMIC HT  -         686.883 (meters)    2253.55  (feet)  COMP
 GX0255  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GX0255
 GX0255  VERT ORDER  -  FIRST     CLASS II
 GX0255
 GX0255.The horizontal coordinates were scaled from a topographic map and have
 GX0255.an estimated accuracy of +/- 6 seconds.
 GX0255
 GX0255.The orthometric height was determined by differential leveling
 GX0255.and adjusted by the National Geodetic Survey in June 1991..
 GX0255
 GX0255.The geoid height was determined by GEOID03.
 GX0255
 GX0255.The dynamic height is computed by dividing the NAVD 88
 GX0255.geopotential number by the normal gravity value computed on the
 GX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0255.degrees latitude (g = 980.6199 gals.).
 GX0255
 GX0255.The modeled gravity was interpolated from observed gravity values.
 GX0255
 GX0255;                    North         East    Units  Estimated Accuracy
 GX0255;SPC VA S     - 1,091,790.    3,338,350.      MT  (+/- 180 meters Scaled)
 GX0255
 GX0255                          SUPERSEDED SURVEY CONTROL
 GX0255
 GX0255  NGVD 29 (??/??/92)  687.622  (m)         2255.97   (f) ADJ UNCH    1 2
 GX0255
 GX0255.Superseded values are not recommended for survey control.
 GX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0255.See file dsdata.txt to determine how the superseded data were derived.
 GX0255
 GX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB604113(NAD 83)
 GX0255_MARKER: DR = REFERENCE MARK DISK
 GX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0255_STAMPING: DEN NO 1 1958
 GX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0255+STABILITY: SURFACE MOTION
 GX0255
 GX0255  HISTORY     - Date     Condition        Report By
 GX0255  HISTORY     - 1958     MONUMENTED       CGS
 GX0255  HISTORY     - 1959     GOOD             NGS
 GX0255
 GX0255                          STATION DESCRIPTION
 GX0255
 GX0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0255'5.6 MI E FROM CHRISTIANSBURG.
 GX0255'67.2 FEET NORTH-NORTHEAST OF DEN TRIANGULATION STATION DESCRIBED,
 GX0255'190 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A 1-STORY CONCRETE
 GX0255'BLOCK BUILDING HOUSING THE LIVING QUARTERS OF VIRGINIA STATE CAMP
 GX0255'GROUNDS OF CHURCH OF GOD, 136 1/2 FEET NORTHEAST OF RM 2, ALONG
 GX0255'THE EDGE OF WOODS ON TOP OF THE HIGHEST POINT OF HILL BEHIND
 GX0255'THE CAMP GROUNDS, AND SET IN TOP OF A CONCRETE POST PROJECTING
 GX0255'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0253 ***********************************************************************
 GX0253  DESIGNATION -  DEN RM 2
 GX0253  PID         -  GX0253
 GX0253  STATE/COUNTY-  VA/MONTGOMERY
 GX0253  USGS QUAD   -  IRONTO (1982)
 GX0253
 GX0253                         *CURRENT SURVEY CONTROL
 GX0253  ___________________________________________________________________
 GX0253* NAD 83(1986)-  37 08 47.     (N)    080 19 11.     (W)     SCALED    
 GX0253* NAVD 88     -       687.107  (meters)    2254.28   (feet)  ADJUSTED  
 GX0253  ___________________________________________________________________
 GX0253  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX0253  DYNAMIC HT  -         686.498 (meters)    2252.29  (feet)  COMP
 GX0253  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 GX0253
 GX0253  VERT ORDER  -  FIRST     CLASS II
 GX0253
 GX0253.The horizontal coordinates were scaled from a topographic map and have
 GX0253.an estimated accuracy of +/- 6 seconds.
 GX0253
 GX0253.The orthometric height was determined by differential leveling
 GX0253.and adjusted by the National Geodetic Survey in June 1991..
 GX0253
 GX0253.The geoid height was determined by GEOID03.
 GX0253
 GX0253.The dynamic height is computed by dividing the NAVD 88
 GX0253.geopotential number by the normal gravity value computed on the
 GX0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0253.degrees latitude (g = 980.6199 gals.).
 GX0253
 GX0253.The modeled gravity was interpolated from observed gravity values.
 GX0253
 GX0253;                    North         East    Units  Estimated Accuracy
 GX0253;SPC VA S     - 1,091,790.    3,338,350.      MT  (+/- 180 meters Scaled)
 GX0253
 GX0253                          SUPERSEDED SURVEY CONTROL
 GX0253
 GX0253  NGVD 29 (??/??/92)  687.236  (m)         2254.71   (f) ADJ UNCH    1 2
 GX0253
 GX0253.Superseded values are not recommended for survey control.
 GX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0253.See file dsdata.txt to determine how the superseded data were derived.
 GX0253
 GX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB604113(NAD 83)
 GX0253_MARKER: DR = REFERENCE MARK DISK
 GX0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0253_STAMPING: DEN NO 2 1958
 GX0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0253+STABILITY: SURFACE MOTION
 GX0253
 GX0253  HISTORY     - Date     Condition        Report By
 GX0253  HISTORY     - 1958     MONUMENTED       CGS
 GX0253  HISTORY     - 1959     GOOD             NGS
 GX0253
 GX0253                          STATION DESCRIPTION
 GX0253
 GX0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0253'5.6 MI E FROM CHRISTIANSBURG.
 GX0253'73.2 FEET WEST-SOUTHWEST OF DEN TRIANGULATION STATION DESCRIBED,
 GX0253'187 FEET WEST-NORTHWEST OF THE NORTH CORNER OF 1-STORY CONCRETE
 GX0253'BLOCK BUILDING HOUSING LIVING QUARTERS OF VIRGINIA STATE CAMP
 GX0253'GROUNDS CHURCH OF GOD, 136 1/2 FEET SOUTHWEST OF RM 1, AND SET
 GX0253'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 GX0253'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5666 ***********************************************************************
 GV5666  DESIGNATION -  DENARO
 GV5666  PID         -  GV5666
 GV5666  STATE/COUNTY-  VA/AMELIA
 GV5666  USGS QUAD   -  WELLVILLE (1981)
 GV5666
 GV5666                         *CURRENT SURVEY CONTROL
 GV5666  ___________________________________________________________________
 GV5666* NAD 83(1993)-  37 14 56.66788(N)    077 59 26.08735(W)     ADJUSTED  
 GV5666* NAVD 88     -       101.63   (+/-2cm)     333.4    (feet)  VERTCON   
 GV5666  ___________________________________________________________________
 GV5666  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 GV5666  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GV5666
 GV5666  HORZ ORDER  -  THIRD
 GV5666  VERT ORDER  -  THIRD ? (See Below)
 GV5666
 GV5666.The horizontal coordinates were established by classical geodetic methods
 GV5666.and adjusted by the National Geodetic Survey in September 1995..
 GV5666
 GV5666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5666.The vertical order pertains to the NGVD 29 superseded value.
 GV5666
 GV5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5666
 GV5666.The geoid height was determined by GEOID03.
 GV5666
 GV5666;                    North         East     Units Scale Factor Converg.
 GV5666;SPC VA S     - 1,101,745.775 3,545,193.417   MT  0.99994753   +0 18 33.0
 GV5666;SPC VA S     - 3,614,644.26 11,631,188.74   sFT  0.99994753   +0 18 33.0
 GV5666;UTM  18      - 4,126,695.807   234,747.944   MT  1.00046680   -1 48 40.3
 GV5666;UTM  17      - 4,126,748.829   766,923.530   MT  1.00047776   +1 49 21.4
 GV5666
 GV5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5666!SPC VA S     -   0.99998906  x   0.99994753  =   0.99993659
 GV5666!UTM  18      -   0.99998906  x   1.00046680  =   1.00045586
 GV5666!UTM  17      -   0.99998906  x   1.00047776  =   1.00046682
 GV5666
 GV5666:                Primary Azimuth Mark                     Grid Az
 GV5666:SPC VA S     -  AMELIA LOOKOUT TOWER NO 31               003 05 46.2
 GV5666:UTM  18      -  AMELIA LOOKOUT TOWER NO 31               005 12 59.5
 GV5666:UTM  17      -  AMELIA LOOKOUT TOWER NO 31               001 34 57.8
 GV5666
 GV5666|---------------------------------------------------------------------|
 GV5666| PID    Reference Object                     Distance      Geod. Az  |
 GV5666|                                                           dddmmss.s |
 GV5666| GV5673 AMELIA LOOKOUT TOWER NO 31          APPROX. 9.3 KM 0032419.2 |
 GV5666| DC5274 DENARO AZ MK                                       0343821.2 |
 GV5666| GV2232 DENARO RM 1                          26.341 METERS 07415     |
 GV5666| GV2233 DENARO RM 2                          28.541 METERS 17355     |
 GV5666| GV2234 TT 9 W USGS                           6.940 METERS 30330     |
 GV5666| GV5672 AMELIA INTERSTATE AIRWAY MAST       APPROX. 8.6 KM 3594020.5 |
 GV5666|---------------------------------------------------------------------|
 GV5666
 GV5666                          SUPERSEDED SURVEY CONTROL
 GV5666
 GV5666  NAD 83(1993)-  37 14 56.66633(N)    077 59 26.09049(W) AD(       ) 3
 GV5666  NAD 83(1986)-  37 14 56.67461(N)    077 59 26.10325(W) AD(       ) 3
 GV5666  NAD 27      -  37 14 56.12811(N)    077 59 27.08788(W) AD(       ) 3
 GV5666  NGVD 29 (07/19/86)  101.89   (m)          334.3    (f) LEVELING    3  
 GV5666
 GV5666.Superseded values are not recommended for survey control.
 GV5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5666.See file dsdata.txt to determine how the superseded data were derived.
 GV5666
 GV5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3474826696(NAD 83)
 GV5666_MARKER: DS = TRIANGULATION STATION DISK
 GV5666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5666
 GV5666  HISTORY     - Date     Condition        Report By
 GV5666  HISTORY     - 1942     MONUMENTED       CGS
 GV5666  HISTORY     - 1950     SEE DESCRIPTION  CGS
 GV5666  HISTORY     - 1957     SEE DESCRIPTION  USGS
 GV5666  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GV5666  HISTORY     - 19941107 MARK NOT FOUND   USPSQD
 GV5666  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 GV5666  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV5666
 GV5666                          STATION DESCRIPTION
 GV5666
 GV5666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5666'THE STATION IS LOCATED ABOUT 6.5 MILES S OF AMELIA, ON STATE
 GV5666'PROPERTY NEAR THE AMELIA FIRE LOOKOUT TOWER.  IT IS 39 FEET
 GV5666'W OF THE CENTER OF COUNTY ROAD 614, 23 FEET E OF THE AMELIA
 GV5666'FIRE LOOKOUT TOWER, AND 400 FEET N OF THE JUNCTION OF COUNTY
 GV5666'ROADS 614 AND 613.  THE DISK IS STAMPED DENARO 1942 AND
 GV5666'PROJECTS 3 INCHES.
 GV5666'
 GV5666'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5666'BRONZE DISKS SET IN CONCRETE.
 GV5666'
 GV5666'REFERENCE MARK NO. 1 IS 23 FEET E OF THE CENTER OF COUNTY
 GV5666'ROAD 614.  THE DISK IS STAMPED DENARO NO. 1, 1942 AND PROJECTS
 GV5666'4 INCHES.
 GV5666'
 GV5666'REFERENCE MARK NO. 2 IS 20 FEET E OF THE CENTER OF COUNTY
 GV5666'ROAD 614.  THE DISK IS STAMPED DENARO NO. 2, 1942 AND PROJECTS
 GV5666'4 INCHES.
 GV5666'
 GV5666'THE AZIMUTH MARK IS IN THE W EDGE OF A CULTIVATED FIELD,
 GV5666'25 FEET E OF THE CENTER OF COUNTY ROAD 614.  THE DISK IS
 GV5666'STAMPED DENARO 1942 AND PROJECTS 4 INCHES.  TO REACH FROM
 GV5666'THE STATION GO NE ON COUNTY ROAD 614 FOR 0.2 MILE TO THE
 GV5666'MARK ON THE LEFT.
 GV5666'
 GV5666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360
 GV5666'AND STATE ROUTE 38 IN AMELIA.  GO E ON STATE ROUTE 38 FOR
 GV5666'1.1 MILES TO A FORKS.  BEAR RIGHT ON COUNTY ROAD 614 FOR
 GV5666'4.8 MILES TO A T-INTERSECTION.  BEAR RIGHT AND CONTINUE
 GV5666'ON COUNTY ROAD 614 FOR 2.55 MILES TO THE AMELIA FIRE LOOKOUT
 GV5666'TOWER ON THE RIGHT AND STATION.
 GV5666'
 GV5666'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GV5666'
 GV5666'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV5666
 GV5666                          STATION RECOVERY (1950)
 GV5666
 GV5666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RES)
 GV5666'SURFACE MARK WAS FOUND UPROOTED BY THIS PARTY.  REFERENCE
 GV5666'MARKS WERE FOUND INTACT.  FIRE TOWER HAS BEEN REMOVED.
 GV5666'
 GV5666'STATION MARK IS STAMPED DENARO 1942.
 GV5666
 GV5666                          STATION RECOVERY (1957)
 GV5666
 GV5666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GV5666'SURFACE MARKER FOUND UPROOTED, TABLET RECOVERED AND SENT
 GV5666'TO REGION OFFICE.  UNDERGROUND MARKER NOT SEARCHED FOR.
 GV5666
 GV5666                          STATION RECOVERY (1965)
 GV5666
 GV5666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GV5666'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, REFERENCE
 GV5666'MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED.  THE STATION
 GV5666'SURFACE MARK WAS FOUND PULLED OUT OF THE GROUND AND THE
 GV5666'DISK REMOVED.  THE AZIMUTH MARK APPEARS TO BE TILTED TOWARD
 GV5666'THE NORTH, BUT IS SOLID.  A SMALL ERROR WAS NOTED IN THE
 GV5666'DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK NO. 1.  THE
 GV5666'LOOKOUT TOWER THAT WAS AT THE STATION SITE HAS BEEN TAKEN
 GV5666'DOWN, BUT THE CONCRETE BASE STILL REMAINS.  A NEW DESCRIPTION
 GV5666'FOLLOWS.
 GV5666'
 GV5666'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF AMELIA AND
 GV5666'ON MR. T.C. REAMES PROPERTY.
 GV5666'
 GV5666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GV5666'AND STATE HIGHWAY 49 IN THE WEST EDGE OF CREWE, GO NORTH
 GV5666'ON STATE HIGHWAY NO. 49 FOR 0.25 MILE TO A CROSS ROAD, TURN
 GV5666'RIGHT ON COUNTY ROAD 630 AND GO EASTERLY FOR 3.8 MILES TO
 GV5666'THE JUNCTION OF COUNTY ROAD 615, KEEP RIGHT ON COUNTY ROAD
 GV5666'615 AND GO EASTERLY FOR 6.3 MILES TO THE JUNCTION OF COUNTY
 GV5666'ROAD 614, TURN LEFT ON COUNTY ROAD 614 AND GO NORTHERLY FOR
 GV5666'0.05 MILE TO THE STATION ON THE LEFT.
 GV5666'
 GV5666'STATION MARK IS 40 FEET WEST OF THE CENTER OF COUNTY ROAD
 GV5666'614, 19.8 FEET WEST OF A WIRE FENCE, 19.3 FEET NORTHWEST OF
 GV5666'WIRE FENCE CORNER POST, 17.5 FEET SOUTH OF THE CENTER OF THE
 GV5666'NORTHEAST LEG FOUNDATION OF THE OLD LOOKOUT TOWER, 15.0 FEET
 GV5666'WEST OF THE CENTER OF THE SOUTHEAST LEG FOUNDATION OF THE
 GV5666'OLD LOOKOUT TOWER AND 12 FEET NORTH OF THE NORTH GATE POST.
 GV5666'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GV5666'POST THAT IS ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND
 GV5666'AND IS STAMPED DENARDO 1942.
 GV5666'
 GV5666'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF COUNTY
 GV5666'ROAD 614.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 GV5666'A CONCRETE POST, PROJECTS 6 INCHES, AND IS STAMPED DENARO
 GV5666'NO 1 1942.
 GV5666'
 GV5666'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE CENTER OF COUNTY
 GV5666'ROAD 614.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 GV5666'A CONCRETE POST, PROJECTS 5 INCHES, AND IS STAMPED DENARO
 GV5666'NO 2 1942.
 GV5666'
 GV5666'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF COUNTY ROAD
 GV5666'614 AND 1 FOOT WEST OF A WITNESS SIGN.  THE MARK IS A STANDARD
 GV5666'DISK SET IN THE TOP OF A CONCRETE POST, PROJECTS 4 INCHES,
 GV5666'AND IS STAMPED DENARO 1942.
 GV5666'
 GV5666'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 GV5666'ON COUNTY ROAD 614 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 GV5666
 GV5666                          STATION RECOVERY (1994)
 GV5666
 GV5666'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5666'MARK NOT FOUND.
 GV5666
 GV5666                          STATION RECOVERY (1999)
 GV5666
 GV5666'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5666'MARK NOT FOUND.
 GV5666
 GV5666                          STATION RECOVERY (2004)
 GV5666
 GV5666'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2232 ***********************************************************************
 GV2232  DESIGNATION -  DENARO RM 1
 GV2232  PID         -  GV2232
 GV2232  STATE/COUNTY-  VA/AMELIA
 GV2232  USGS QUAD   -  WELLVILLE (1981)
 GV2232
 GV2232                         *CURRENT SURVEY CONTROL
 GV2232  ___________________________________________________________________
 GV2232* NAD 83(1986)-  37 14 57.     (N)    077 59 26.     (W)     SCALED    
 GV2232* NAVD 88     -       101.084  (meters)     331.64   (feet)  ADJUSTED  
 GV2232  ___________________________________________________________________
 GV2232  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GV2232  DYNAMIC HT  -         101.013 (meters)     331.41  (feet)  COMP
 GV2232  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 GV2232
 GV2232  VERT ORDER  -  SECOND    CLASS 0
 GV2232
 GV2232.The horizontal coordinates were scaled from a topographic map and have
 GV2232.an estimated accuracy of +/- 6 seconds.
 GV2232
 GV2232.The orthometric height was determined by differential leveling
 GV2232.and adjusted by the National Geodetic Survey in June 1991..
 GV2232
 GV2232.The geoid height was determined by GEOID03.
 GV2232
 GV2232.The dynamic height is computed by dividing the NAVD 88
 GV2232.geopotential number by the normal gravity value computed on the
 GV2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2232.degrees latitude (g = 980.6199 gals.).
 GV2232
 GV2232.The modeled gravity was interpolated from observed gravity values.
 GV2232
 GV2232;                    North         East    Units  Estimated Accuracy
 GV2232;SPC VA S     - 1,101,760.    3,545,200.      MT  (+/- 180 meters Scaled)
 GV2232
 GV2232                          SUPERSEDED SURVEY CONTROL
 GV2232
 GV2232  NGVD 29 (??/??/??)  101.342  (m)          332.49   (f) ADJUSTED    2 0
 GV2232
 GV2232.Superseded values are not recommended for survey control.
 GV2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2232.See file dsdata.txt to determine how the superseded data were derived.
 GV2232
 GV2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG347267(NAD 83)
 GV2232_MARKER: DR = REFERENCE MARK DISK
 GV2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2232_STAMPING: DENARO NO 1 1942
 GV2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2232+STABILITY: SURFACE MOTION
 GV2232
 GV2232  HISTORY     - Date     Condition        Report By
 GV2232  HISTORY     - 1942     MONUMENTED       CGS
 GV2232  HISTORY     - 1961     GOOD             CGS
 GV2232  HISTORY     - 1991     POOR             USPSQD
 GV2232  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2232  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2232
 GV2232                          STATION DESCRIPTION
 GV2232
 GV2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2232'9.6 MI W FROM EARLS.
 GV2232'2.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 153, THENCE
 GV2232'7.5 MILES WEST ALONG NO. 615 FROM THE POST OFFICE AT EARLS,
 GV2232'AT THE DENAROI LOOKOUT TOWER, 86 FEET EAST OF THE STATION
 GV2232'DENARO, 18 FEET SOUTHEAST OF THE CENTER-LINE OF NO. 614.  A
 GV2232'STANDARD TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF A
 GV2232'CONCRETE POST.
 GV2232
 GV2232                          STATION RECOVERY (1961)
 GV2232
 GV2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2232'RECOVERED IN GOOD CONDITION.
 GV2232
 GV2232                          STATION RECOVERY (1991)
 GV2232
 GV2232'RECOVERY NOTE BY US POWER SQUADRON 1991 (MP)
 GV2232'MARK RECOVERED IN POOR CONDITION.
 GV2232
 GV2232                          STATION RECOVERY (2000)
 GV2232
 GV2232'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2232'MARK NOT FOUND.
 GV2232
 GV2232                          STATION RECOVERY (2004)
 GV2232
 GV2232'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2233 ***********************************************************************
 GV2233  DESIGNATION -  DENARO RM 2
 GV2233  PID         -  GV2233
 GV2233  STATE/COUNTY-  VA/AMELIA
 GV2233  USGS QUAD   -  WELLVILLE (1981)
 GV2233
 GV2233                         *CURRENT SURVEY CONTROL
 GV2233  ___________________________________________________________________
 GV2233* NAD 83(1986)-  37 14 57.     (N)    077 59 26.     (W)     SCALED    
 GV2233* NAVD 88     -       101.531  (meters)     333.11   (feet)  ADJUSTED  
 GV2233  ___________________________________________________________________
 GV2233  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GV2233  DYNAMIC HT  -         101.460 (meters)     332.87  (feet)  COMP
 GV2233  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 GV2233
 GV2233  VERT ORDER  -  SECOND    CLASS 0
 GV2233
 GV2233.The horizontal coordinates were scaled from a topographic map and have
 GV2233.an estimated accuracy of +/- 6 seconds.
 GV2233
 GV2233.The orthometric height was determined by differential leveling
 GV2233.and adjusted by the National Geodetic Survey in June 1991..
 GV2233
 GV2233.The geoid height was determined by GEOID03.
 GV2233
 GV2233.The dynamic height is computed by dividing the NAVD 88
 GV2233.geopotential number by the normal gravity value computed on the
 GV2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2233.degrees latitude (g = 980.6199 gals.).
 GV2233
 GV2233.The modeled gravity was interpolated from observed gravity values.
 GV2233
 GV2233;                    North         East    Units  Estimated Accuracy
 GV2233;SPC VA S     - 1,101,760.    3,545,200.      MT  (+/- 180 meters Scaled)
 GV2233
 GV2233                          SUPERSEDED SURVEY CONTROL
 GV2233
 GV2233  NGVD 29 (??/??/??)  101.789  (m)          333.95   (f) ADJUSTED    2 0
 GV2233
 GV2233.Superseded values are not recommended for survey control.
 GV2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2233.See file dsdata.txt to determine how the superseded data were derived.
 GV2233
 GV2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG347267(NAD 83)
 GV2233_MARKER: DR = REFERENCE MARK DISK
 GV2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2233_STAMPING: DENARO NO 2 1942
 GV2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2233+STABILITY: SURFACE MOTION
 GV2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2233+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2233
 GV2233  HISTORY     - Date     Condition        Report By
 GV2233  HISTORY     - 1942     MONUMENTED       CGS
 GV2233  HISTORY     - 1961     GOOD             CGS
 GV2233  HISTORY     - 19941107 GOOD             USPSQD
 GV2233  HISTORY     - 20000304 POOR             USPSQD
 GV2233  HISTORY     - 20041109 GOOD             USPSQD
 GV2233
 GV2233                          STATION DESCRIPTION
 GV2233
 GV2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2233'9.6 MI W FROM EARLS.
 GV2233'2.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 153, THENCE 7.5
 GV2233'MILES WEST ALONG NO. 615 FROM THE POST OFFICE AT EARLS, AT THE
 GV2233'DENARO LOOKOUT TOWER, 94 FEET SOUTH OF THE STATION DENARO,
 GV2233'18 FEET SOUTHEAST OF THE CENTER-LINE OF NO. 614.  A STANDARD
 GV2233'TRIANGULATION REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST.
 GV2233
 GV2233                          STATION RECOVERY (1961)
 GV2233
 GV2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2233'RECOVERED IN GOOD CONDITION.
 GV2233
 GV2233                          STATION RECOVERY (1994)
 GV2233
 GV2233'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2233'RECOVERED IN GOOD CONDITION.
 GV2233
 GV2233                          STATION RECOVERY (2000)
 GV2233
 GV2233'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2233'MARK RECOVERED IN POOR CONDITION.
 GV2233
 GV2233                          STATION RECOVERY (2004)
 GV2233
 GV2233'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0235 ***********************************************************************
 GV0235  DESIGNATION -  DENBIGH AZ MK
 GV0235  PID         -  GV0235
 GV0235  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0235  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0235
 GV0235                         *CURRENT SURVEY CONTROL
 GV0235  ___________________________________________________________________
 GV0235* NAD 83(1986)-  37 06 18.     (N)    076 29 38.     (W)     SCALED    
 GV0235* NAVD 88     -         9.801  (meters)      32.16   (feet)  ADJUSTED  
 GV0235  ___________________________________________________________________
 GV0235  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 GV0235  DYNAMIC HT  -           9.794 (meters)      32.13  (feet)  COMP
 GV0235  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 GV0235
 GV0235  VERT ORDER  -  SECOND    CLASS 0
 GV0235
 GV0235.The horizontal coordinates were scaled from a topographic map and have
 GV0235.an estimated accuracy of +/- 6 seconds.
 GV0235
 GV0235.The orthometric height was determined by differential leveling
 GV0235.and adjusted by the National Geodetic Survey in June 1991..
 GV0235
 GV0235.The geoid height was determined by GEOID03.
 GV0235
 GV0235.The dynamic height is computed by dividing the NAVD 88
 GV0235.geopotential number by the normal gravity value computed on the
 GV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0235.degrees latitude (g = 980.6199 gals.).
 GV0235
 GV0235.The modeled gravity was interpolated from observed gravity values.
 GV0235
 GV0235;                    North         East    Units  Estimated Accuracy
 GV0235;SPC VA S     - 1,087,530.    3,678,300.      MT  (+/- 180 meters Scaled)
 GV0235
 GV0235                          SUPERSEDED SURVEY CONTROL
 GV0235
 GV0235  NGVD 29 (??/??/??)   10.042  (m)           32.95   (f) ADJUSTED    2 0
 GV0235
 GV0235.Superseded values are not recommended for survey control.
 GV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0235.See file dsdata.txt to determine how the superseded data were derived.
 GV0235
 GV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG672075(NAD 83)
 GV0235_MARKER: DZ = AZIMUTH MARK DISK
 GV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0235_STAMPING: DENBIGH 1932 1958
 GV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0235+STABILITY: SURFACE MOTION
 GV0235
 GV0235  HISTORY     - Date     Condition        Report By
 GV0235  HISTORY     - 1958     MONUMENTED       CGS
 GV0235  HISTORY     - 1959     GOOD             CGS
 GV0235  HISTORY     - 1974     GOOD             LOCSUR
 GV0235  HISTORY     - 1988     GOOD             USPSQD
 GV0235
 GV0235                          STATION DESCRIPTION
 GV0235
 GV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0235'2.8 MI SE FROM NEWPORT NEWS.
 GV0235'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 168 FROM THE INTERSECTION
 GV0235'OF ORIANA ROAD (STATE HIGHWAY 173) AT NEWPORT NEWS, AT THE
 GV0235'INTERSECTION OF OYSTER POINT ROAD, 82 FEET SOUTHWEST OF THE CENTER
 GV0235'LINE OF HIGHWAY 168 (JEFFERSON AVENUE), 17 FEET NORTH OF THE CENTER
 GV0235'LINE OF OYSTER POINT ROAD LEADING WEST, 2 FEET NORTHEAST OF POWER
 GV0235'LINE AND TELEPHONE POLE NO. 449-13, 48 FEET SOUTHWEST OF THE
 GV0235'NORTHWEST END OF ANGLE SHAPED SOUTHWEST HEAD WALL OF A PIPE CULVERT
 GV0235'UNDER OYSTER POINT ROAD, 71 1/2 FEET NORTHWEST OF AND DIAGONALLY
 GV0235'ACROSS OYSTER POINT ROAD FROM A FIRE HYDRANT, 2 1/2 FEET WEST OF
 GV0235'A STEEL WITNESS POST, ABOUT LEVEL WITH OYSTER POINT ROAD, 1 1/2
 GV0235'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 GV0235'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 GV0235
 GV0235                          STATION RECOVERY (1974)
 GV0235
 GV0235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0235'RECOVERED IN GOOD CONDITION.
 GV0235
 GV0235                          STATION RECOVERY (1988)
 GV0235
 GV0235'RECOVERY NOTE BY US POWER SQUADRON 1988 (ARF)
 GV0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5890 ***********************************************************************
 GV5890  DESIGNATION -  DENBIGH RESET
 GV5890  PID         -  GV5890
 GV5890  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV5890  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV5890
 GV5890                         *CURRENT SURVEY CONTROL
 GV5890  ___________________________________________________________________
 GV5890* NAD 83(1993)-  37 06 20.09682(N)    076 29 52.79622(W)     ADJUSTED  
 GV5890* NAVD 88     -         9.49   (meters)      31.1    (feet)  RESET     
 GV5890  ___________________________________________________________________
 GV5890  X           -   1,189,089.581 (meters)                     COMP
 GV5890  Y           -  -4,952,152.626 (meters)                     COMP
 GV5890  Z           -   3,826,728.635 (meters)                     COMP
 GV5890  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 GV5890  ELLIP HEIGHT-         -26.44  (meters)          (09/08/95) GPS OBS
 GV5890  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV5890
 GV5890  HORZ ORDER  -  FIRST
 GV5890  VERT ORDER  -  THIRD
 GV5890  ELLP ORDER  -  FOURTH    CLASS II
 GV5890
 GV5890.The horizontal coordinates were established by classical geodetic methods
 GV5890.and adjusted by the National Geodetic Survey in September 1995..
 GV5890
 GV5890.The orthometric height was computed from unverified reset data.
 GV5890.No vertical observational check was made to the station.
 GV5890
 GV5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5890
 GV5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5890
 GV5890.The ellipsoidal height was determined by GPS observations
 GV5890.and is referenced to NAD 83.
 GV5890
 GV5890.The geoid height was determined by GEOID03.
 GV5890
 GV5890;                    North         East     Units Scale Factor Converg.
 GV5890;SPC VA S     - 1,087,586.517 3,677,933.557   MT  0.99995579   +1 12 54.2
 GV5890;SPC VA S     - 3,568,190.10 12,066,687.01   sFT  0.99995579   +1 12 54.2
 GV5890;UTM  18      - 4,107,634.949   366,894.297   MT  0.99981825   -0 54 13.9
 GV5890
 GV5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5890!SPC VA S     -   1.00000415  x   0.99995579  =   0.99995994
 GV5890!UTM  18      -   1.00000415  x   0.99981825  =   0.99982240
 GV5890
 GV5890:                Primary Azimuth Mark                     Grid Az
 GV5890:SPC VA S     -  LANGLEY AIR FORCE BASE TANK              095 04 01.1
 GV5890:UTM  18      -  LANGLEY AIR FORCE BASE TANK              097 11 09.2
 GV5890
 GV5890|---------------------------------------------------------------------|
 GV5890| PID    Reference Object                     Distance      Geod. Az  |
 GV5890|                                                           dddmmss.s |
 GV5890| GV4131 LANGLEY AIR FORCE BASE TANK         APPROX.10.5 KM 0961655.3 |
 GV5890| GV0235 DENBIGH AZ MK                                      1015416.3 |
 GV5890| GV4137 NEWPORT NEWS STATE POLICE MAST      APPROX.10.8 KM 1480007.5 |
 GV5890| GV4143 ALUMINUM TANK                       APPROX.12.6 KM 1555106.2 |
 GV5890| GV4140 TANK 1                              APPROX. 6.5 KM 1581605.4 |
 GV5890| GV0162 DENBIGH RM 4                         24.701 METERS 18127     |
 GV5890| GV0161 DENBIGH RM 1                        103.227 METERS 21659     |
 GV5890| GV0160 DENBIGH RM 3                         51.100 METERS 24926     |
 GV5890| GV0159 DENBIGH RM 2 AZIMUTH                               28029     |
 GV5890| GV4558 NEWPORT NEWS WATER WORKS 1 TK       APPROX. 8.5 KM 3243730.4 |
 GV5890|---------------------------------------------------------------------|
 GV5890
 GV5890                          SUPERSEDED SURVEY CONTROL
 GV5890
 GV5890  NAD 83(1993)-  37 06 20.09746(N)    076 29 52.80490(W) AD(       ) 1
 GV5890  NAD 83(1986)-  37 06 20.09763(N)    076 29 52.82901(W) AD(       ) 1
 GV5890  NAD 27      -  37 06 19.56800(N)    076 29 54.01200(W) AD(       ) 1
 GV5890  NAVD 88 (07/09/92)    9.77   (m)           32.1    (f) LEVELING    3  
 GV5890  NGVD 29 (03/21/06)    9.73   (m)           31.9    (f) RESET       3  
 GV5890
 GV5890.Superseded values are not recommended for survey control.
 GV5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5890.See file dsdata.txt to determine how the superseded data were derived.
 GV5890
 GV5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6689407635(NAD 83)
 GV5890_MARKER: DS = TRIANGULATION STATION DISK
 GV5890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5890_SP_SET: CONCRETE POST
 GV5890_STAMPING: DENBIGH 1932 1985
 GV5890_MARK LOGO: NGS   
 GV5890_PROJECTION: RECESSED 30 CENTIMETERS
 GV5890_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5890+STABILITY: SURFACE MOTION
 GV5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5890+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 GV5890
 GV5890  HISTORY     - Date     Condition        Report By
 GV5890  HISTORY     - 1985     MONUMENTED       NGS
 GV5890  HISTORY     - 19850114 GOOD             NGS
 GV5890  HISTORY     - 1989     GOOD             USPSQD
 GV5890  HISTORY     - 1990     GOOD             USPSQD
 GV5890  HISTORY     - 19920318 GOOD             NOS
 GV5890  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 GV5890  HISTORY     - 20030501 GOOD             GEOCAC
 GV5890
 GV5890                          STATION DESCRIPTION
 GV5890
 GV5890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GV5890'IN NEWPORT NEWS.
 GV5890'THE MARK IS 0.50 M BELOW OSTER POINT RD.
 GV5890'3.12 KM (1.95 MI) NORTHWEST ON STATE ROUTE 143, JEFFERSON AVE. FROM
 GV5890'THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROUTES 143 AND 312, IN
 GV5890'THE SOUTH PART OF NEWPORT NEWS, TO OSTER POINT RD. TURN LEFT,
 GV5890'WESTERLY ON OSTER POINT RD. FOR 0.32 KM (0.20 MI) TO THE MARK ON THE
 GV5890'RIGHT, 8.85 M (29.0 FT) NORTHEAST FROM THE CENTER OF A 40-INCH OAK
 GV5890'TREE, 19.15 M (62.8 FT) NORTH OF POWER POLE BA-28, 24.85 M (81.5 FT)
 GV5890'WEST OF THE CENTER OF AN ALLEY-WAY, 29.4 M (96.5 FT) NORTH OF THE
 GV5890'CENTER OF A CONCRETE MEDIAN IN OSTER POINT RD., 40.1 M (131.6 FT)
 GV5890'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SHOPPING CENTER BUILDING
 GV5890'AND 103.3 M (338.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD
 GV5890'FRAME HOUSE.
 GV5890'THE MARK IS 0.55 METERS  S FROM  A WITNESS POST
 GV5890
 GV5890                          STATION RECOVERY (1985)
 GV5890
 GV5890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 GV5890'THE STATION SURFACE MARK WAS RECOVERED UPROOTED.  THE TELEPHONE CO HAD
 GV5890'LAYED A CABLE ABOUT 1 FT (0.3 M) NORTH OF THE STATION MARK AND ABOUT
 GV5890'18-INCHES ABOVE THE SUBSURFACE MARK.  THE SURFACE MARK WAS RESET OVER
 GV5890'THE SUB-SURFACE MARK.  REFERENCE MARKS ONE, FIVE, SIX AND SEVEN WERE
 GV5890'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND THE DIRECTIONS TO THE
 GV5890'REFERENCE MARKS CHECKED WITH THE 1981 RECOVERY NOTE.  A COMPLETE NEW
 GV5890'DESCRIPTION FOLLOWS.
 GV5890' 
 GV5890'THE STATION IS LOCATED AT LOWER DENBIGH, BEHIND A SHOPPING CENTER AND
 GV5890'DIRECTLY BEHIND AN OFFICE BUILDING WHICH IS OCCUPIED BY THE NEWPORT
 GV5890'NEWS SHIPBUILDERS IN NEWPORT NEWS.  THE STATION IS IN AN EMPTY LOT.
 GV5890'THE PROPERTY IS LEASED BY NEWPORT NEWS SHIPBUILDERS AND IS MANAGED BY
 GV5890'MR POLLARD OF NEWPORT MARKET VENTURES TO REACH THE STATION FROM THE
 GV5890'INTERSECTION OF US HIGHWAY 17 AND STATE ROUTES 143 AND 312 IN THE
 GV5890'SOUTH PART OF NEWPORT NEWS, GO NORTHWESTERLY ON STATE ROUTE 143,
 GV5890'JEFFERSON AVENUE FOR 3.12 KM (1.95 MI) TO OSTER POINT ROAD AND
 GV5890'REFERENCE MARK 5 IN THE NORTHWEST ANGLE, IN A GRASS TRIANGLE FORMED BY
 GV5890'AN EXIT ROAD OF JEFFERSON AVENUE TO OSTER POINT ROAD, TURN LEFT,
 GV5890'WESTERLY ON OSTER POINT ROAD FOR 0.32 KM (0.20 MI) THE MARK ON THE
 GV5890'RIGHT.
 GV5890' 
 GV5890'THE STATION IS A STANDARD NGS DISK STAMPED--DENBIGH 1932 1985--, SET
 GV5890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM IN DIAMETER,
 GV5890'RECESSED 30 CM BELOW THE GROUND.  LOCATED 1.8 FT (0.5 M) S FROM A
 GV5890'WITNESS POST, 29.0 FT (8.8 M) NE FROM THE CENTER OF A 40 INCH OAK
 GV5890'TREE, 62.8 FT (19.1 M) N FROM A POWERPOLE NO BA28, 81.5 FT (24.8 M) W
 GV5890'FROM THE CENTER OF AN ALLEY WAY, 96.5 FT (29.4 M) N FROM THE CENTER OF
 GV5890'A CONCRETE MEDIAN IN OSTER POINT ROAD, 131.6 FT (40.1 M) WNW FROM THE
 GV5890'SW CORNER OF SHOPPING CENTER BUILDING AND 339.0 FT (103.3 M) SE FROM
 GV5890'THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE.  THE UNDERGROUND MARK IS A
 GV5890'STANDARD DISK SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 M (3.3 FT)
 GV5890'BELOW THE SURFACE.
 GV5890' 
 GV5890'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DENBIGH NO 1 1932,
 GV5890'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER,
 GV5890'PROJECTING 20 CM ABOVE THE GROUND.  LOCATED 4.1 FT (1.2 M) SW FROM A
 GV5890'28-INCH OAK TREE, 25.8 FT (7.9 M) WNW FROM A SECURITY FENCE, 102.0 FT
 GV5890'(31.1 M) SW FROM THE SE CORNER OF A SMALL, WOOD FRAME CHURCH AND 163.3
 GV5890'FT (49.8 M) SSW FROM S EDGE OF CURB OF OSTER POINT ROAD.
 GV5890' 
 GV5890'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--DENBIGH 1932 NO 6
 GV5890'1981--, CEMENTED IN A DRILL HOLE IN SIDEWALK. LOCATED 24.4 FT (7.4 M)
 GV5890'W FROM A POWERLINE POLE NO BA 28, 34.9 FT (10.6 M) NNE FROM THE EAST
 GV5890'END OF CONCRETE MEDIAN IN OSTER POINT RD, 44.0 FT (13.4 M) W FROM THE
 GV5890'CENTER OF AN ALLEYWAY AND 0.3 M (1.0 FT) HIGHER THAN THE STATION.
 GV5890' 
 GV5890'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED--DENBIGH 1932 NO 7
 GV5890'1981--, CEMENTED IN A DRILL HOLE IN A SIDEWALK. LOCATED 34.1 FT (10.4
 GV5890'M) N FROM THE CENTER OF A CONCRETE MEDIAN IN OSTERPOINT ROAD, 57.6 FT
 GV5890'(17.6 M) SE FROM A POWERLINE POLE NUMBER AA76, 80.3 FT (24.5 M) NW
 GV5890'FROM A POWERLINE POLE NUMBER BA28 AND 0.2 M (0.7 FT) HIGHER THAN THE
 GV5890'STATION.
 GV5890' 
 GV5890'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--DENBIGH 1932 NO 5
 GV5890'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 GV5890'DIAMETER, RECESSED 5 CM BELOW THE GROUND.  LOCATED 1.2 FT (0.4 M) S
 GV5890'FROM A WITNESS POST, 5.6 FT (1.7 M) SW FROM THE CENTER OF A METAL
 GV5890'SEWERLINE COVER, 29.9 FT (9.1 M) NNE FROM A METAL LIGHT POLE NO DA4,
 GV5890'53.3 FT (16.2 M) W FROM A CONCRETE MEDIAN IN JEFFERSON AVENUE AND 55.6
 GV5890'FT (16.9 M) SE FROM A POWERLINE POLE NO DA16.
 GV5890
 GV5890                          STATION RECOVERY (1989)
 GV5890
 GV5890'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV5890'RECOVERED IN GOOD CONDITION.
 GV5890
 GV5890                          STATION RECOVERY (1990)
 GV5890
 GV5890'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV5890'RECOVERED IN GOOD CONDITION.
 GV5890
 GV5890                          STATION RECOVERY (1992)
 GV5890
 GV5890'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 GV5890'THE STATION IS LOCATED APPROX. 0.2 MI (0.32 KM) WEST OF THE
 GV5890'INTERSECTION OF STATE ROUTE 143 AND OYSTER POINT ROAD IN THE CITY
 GV5890'NEWPORT NEWS. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 GV5890'ROUTES 312 AND 143 IN THE DEER PARK SECTION OF NEWPORT NEWS, PROCEED
 GV5890'NNW ALONG ROUTE 143 FOR 2.4 MI (3.86 KM) TO OYSTER POINT ROAD. TURN
 GV5890'LEFT AND PROCEED WEST FOR 0.2 MI (0.32 KM) TO THE STATION ON THE
 GV5890'RIGHT, BEHIND THE NEWPORT NEWS SHIPBUILDING FACILITY. THE STATION IS
 GV5890'A STANDARD BRONZE NGS DISK STAMPED DENBIGH 1932 1985 SET INTO THE
 GV5890'TOP OF A CONCRETE MONUMENT.  IT IS 150 FT (45.72 M) WEST OF THE
 GV5890'BUILDING, 80 FT (24.38 M) NORTH OF OYSTER POINT ROAD AND 2 FT (0.61 M)
 GV5890'SOUTH OF A FIBERGLASS WITNESS POST.  THE MARK IS 6 INCHES BELOW THE
 GV5890'GROUND.
 GV5890
 GV5890                          STATION RECOVERY (2002)
 GV5890
 GV5890'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 GV5890'MARK NOT FOUND.
 GV5890
 GV5890                          STATION RECOVERY (2003)
 GV5890
 GV5890'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV5890'CHANGES FROM 1992 RECOVERY. NEWPORT NEWS SHIPBUILDING FACILITY HAS
 GV5890'BEEN REPLACED BY NEW COSTCO BUILDING. MARK IS NOW APPROXIMATELY 18
 GV5890'INCHES BELOW GROUND LEVEL DUE TO LANDSCAPING. IT IS APPROX 12 FT SOUTH
 GV5890'OF A TELEPHONE JUNCTION BOX. NO WITNESS POST SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0161 ***********************************************************************
 GV0161  DESIGNATION -  DENBIGH RM 1
 GV0161  PID         -  GV0161
 GV0161  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0161  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0161
 GV0161                         *CURRENT SURVEY CONTROL
 GV0161  ___________________________________________________________________
 GV0161* NAD 83(1986)-  37 06 19.     (N)    076 29 55.     (W)     SCALED    
 GV0161* NAVD 88     -        10.307  (meters)      33.82   (feet)  ADJUSTED  
 GV0161  ___________________________________________________________________
 GV0161  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV0161  DYNAMIC HT  -          10.299 (meters)      33.79  (feet)  COMP
 GV0161  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 GV0161
 GV0161  VERT ORDER  -  FIRST     CLASS I
 GV0161
 GV0161.The horizontal coordinates were scaled from a topographic map and have
 GV0161.an estimated accuracy of +/- 6 seconds.
 GV0161
 GV0161.The orthometric height was determined by differential leveling
 GV0161.and adjusted by the National Geodetic Survey in June 1991..
 GV0161.WARNING-Repeat measurements at this control monument indicate possible
 GV0161.vertical movement.
 GV0161
 GV0161.The geoid height was determined by GEOID03.
 GV0161
 GV0161.The dynamic height is computed by dividing the NAVD 88
 GV0161.geopotential number by the normal gravity value computed on the
 GV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0161.degrees latitude (g = 980.6199 gals.).
 GV0161
 GV0161.The modeled gravity was interpolated from observed gravity values.
 GV0161
 GV0161;                    North         East    Units  Estimated Accuracy
 GV0161;SPC VA S     - 1,087,550.    3,677,880.      MT  (+/- 180 meters Scaled)
 GV0161
 GV0161                          SUPERSEDED SURVEY CONTROL
 GV0161
 GV0161  NGVD 29 (??/??/??)   10.546  (m)           34.60   (f) ADJUSTED    1 1
 GV0161
 GV0161.Superseded values are not recommended for survey control.
 GV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0161.See file dsdata.txt to determine how the superseded data were derived.
 GV0161
 GV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668076(NAD 83)
 GV0161_MARKER: DR = REFERENCE MARK DISK
 GV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0161_STAMPING: DENBIGH NO 1 1932
 GV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0161+STABILITY: SURFACE MOTION
 GV0161
 GV0161  HISTORY     - Date     Condition        Report By
 GV0161  HISTORY     - 1932     MONUMENTED       CGS
 GV0161  HISTORY     - 1971     GOOD             NGS
 GV0161  HISTORY     - 1978     GOOD             DMA
 GV0161  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 GV0161  HISTORY     - 1988     GOOD             USPSQD
 GV0161  HISTORY     - 1989     GOOD             USPSQD
 GV0161  HISTORY     - 1990     GOOD             USPSQD
 GV0161
 GV0161                          STATION DESCRIPTION
 GV0161
 GV0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0161'AT NEWPORT NEWS.
 GV0161'AT NEWPORT NEWS, ABOUT 0.3 MILE EAST ALONG OYSTER POINT ROAD
 GV0161'FROM THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT OYSTER POINT
 GV0161'(A SUB-DIVISION OF NEWPORT NEWS), 100.0 FEET SOUTHWEST OF
 GV0161'THE WEST CORNER OF A FRAME CHURCH BUILDING, 74 FEET NORTHWEST OF
 GV0161'THE NORTHWEST RAIL OF A SPUR TRACK LEADING TO THE BASIC CONSTRUCTION
 GV0161'COMPANY PLANT, 26.4 FEET NORTHWEST OF A CHAIN LINK FENCE, 3 FEET
 GV0161'SOUTHEAST OF AN 18-INCH MAPLE TREE, 217.5 FEET SOUTH OF DENBIGH
 GV0161'RM 3 DESCRIBED, SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV0161'7 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS SOLID BUT
 GV0161'APPEARS TO BE LEANING SLIGHTLY DUE TO TREE ROOTS NEAR MARK.
 GV0161'PROBABLY SHOULD BE USED WITH CAUTION.
 GV0161
 GV0161                          STATION RECOVERY (1978)
 GV0161
 GV0161'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0161'RECOVERED IN GOOD CONDITION.
 GV0161
 GV0161                          STATION RECOVERY (1983)
 GV0161
 GV0161'RECOVERY NOTE BY US POWER SQUADRON 1983 (MD)
 GV0161'AZIMUTH MARK NOT RECOVERED.  THE AZIMUTH MARK HAS BEEN DESTROYED BY
 GV0161'WIDING OF THE OYSTER POINT ROAD INTERSECTION - COULD NOT LOCATE A
 GV0161'NEW MARKER.  IT IS NO LONGER WARWICH COUNTY HAS BEEN TAKEN OVER BY
 GV0161'THE CITY OF NEWPORT NEWS.
 GV0161
 GV0161                          STATION RECOVERY (1988)
 GV0161
 GV0161'RECOVERY NOTE BY US POWER SQUADRON 1988 (ARF)
 GV0161'RECOVERED IN GOOD CONDITION.
 GV0161
 GV0161                          STATION RECOVERY (1989)
 GV0161
 GV0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0161'RECOVERED IN GOOD CONDITION.
 GV0161
 GV0161                          STATION RECOVERY (1990)
 GV0161
 GV0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0160 ***********************************************************************
 GV0160  DESIGNATION -  DENBIGH RM 3
 GV0160  PID         -  GV0160
 GV0160  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0160  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0160
 GV0160                         *CURRENT SURVEY CONTROL
 GV0160  ___________________________________________________________________
 GV0160* NAD 83(1986)-  37 06 19.     (N)    076 29 54.     (W)     SCALED    
 GV0160* NAVD 88     -        10.108  (meters)      33.16   (feet)  ADJUSTED  
 GV0160  ___________________________________________________________________
 GV0160  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV0160  DYNAMIC HT  -          10.101 (meters)      33.14  (feet)  COMP
 GV0160  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 GV0160  OBS GRAVITY -     979,894.8   (mgal)                       GRAV_OBS
 GV0160
 GV0160  VERT ORDER  -  FIRST     CLASS I
 GV0160
 GV0160.The horizontal coordinates were scaled from a topographic map and have
 GV0160.an estimated accuracy of +/- 6 seconds.
 GV0160
 GV0160.The orthometric height was determined by differential leveling
 GV0160.and adjusted by the National Geodetic Survey in June 1991..
 GV0160
 GV0160.The geoid height was determined by GEOID03.
 GV0160
 GV0160.The dynamic height is computed by dividing the NAVD 88
 GV0160.geopotential number by the normal gravity value computed on the
 GV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0160.degrees latitude (g = 980.6199 gals.).
 GV0160
 GV0160.The modeled gravity was interpolated from observed gravity values.
 GV0160.The observed gravity was obtained from relative gravimeter ties
 GV0160.to the IGSN71 gravity network.
 GV0160
 GV0160;                    North         East    Units  Estimated Accuracy
 GV0160;SPC VA S     - 1,087,550.    3,677,910.      MT  (+/- 180 meters Scaled)
 GV0160
 GV0160                          SUPERSEDED SURVEY CONTROL
 GV0160
 GV0160  NGVD 29 (??/??/??)   10.348  (m)           33.95   (f) ADJUSTED    1 1
 GV0160
 GV0160.Superseded values are not recommended for survey control.
 GV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0160.See file dsdata.txt to determine how the superseded data were derived.
 GV0160
 GV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668076(NAD 83)
 GV0160_MARKER: DR = REFERENCE MARK DISK
 GV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0160_STAMPING: DENBIGH NO 3 1932
 GV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0160+STABILITY: SURFACE MOTION
 GV0160
 GV0160  HISTORY     - Date     Condition        Report By
 GV0160  HISTORY     - 1932     MONUMENTED       CGS
 GV0160  HISTORY     - 1971     GOOD             NGS
 GV0160  HISTORY     - 1978     GOOD             DMA
 GV0160  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0160  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0160  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0160
 GV0160                          STATION DESCRIPTION
 GV0160
 GV0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0160'AT NEWPORT NEWS.
 GV0160'AT NEWPORT NEWS, ABOUT 0.3 MILE EAST ALONG OYSTER POINT ROAD
 GV0160'FROM THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY AT OYSTER
 GV0160'POINT (A SUB-DIVISION OF NEWPORT NEWS), 70.0 FEET NORTH OF AND
 GV0160'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A FRAME CHURCH
 GV0160'BUILDING, 39 1/2 FEET EAST OF A LONE 12 INCH CEDAR TREE, 19 1/2
 GV0160'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF
 GV0160'POWER LINE POLE NO. 449-7, 156 FEET WEST OF DENBIGH RM 4 DESCRIBED,
 GV0160'217 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM DENBIGH RM 1
 GV0160'DESCRIBED, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 GV0160'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 GV0160'GROUND.
 GV0160
 GV0160                          STATION RECOVERY (1978)
 GV0160
 GV0160'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0160'RECOVERED IN GOOD CONDITION.
 GV0160
 GV0160                          STATION RECOVERY (1988)
 GV0160
 GV0160'RECOVERY NOTE BY US POWER SQUADRON 1988 (ARF)
 GV0160'MARK NOT FOUND.
 GV0160
 GV0160                          STATION RECOVERY (1989)
 GV0160
 GV0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0160'MARK NOT FOUND.
 GV0160
 GV0160                          STATION RECOVERY (1990)
 GV0160
 GV0160'RECOVERY NOTE BY US POWER SQUADRON 1990 (VHF)
 GV0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5891 ***********************************************************************
 GV5891  DESIGNATION -  DENBIGH RM 6
 GV5891  PID         -  GV5891
 GV5891  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV5891  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV5891
 GV5891                         *CURRENT SURVEY CONTROL
 GV5891  ___________________________________________________________________
 GV5891* NAD 83(1986)-  37 06 19.     (N)    076 29 55.     (W)     SCALED    
 GV5891* NAVD 88     -         9.84   (meters)      32.3    (feet)  RESET     
 GV5891  ___________________________________________________________________
 GV5891  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV5891
 GV5891  VERT ORDER  -  THIRD
 GV5891
 GV5891.The horizontal coordinates were scaled from a topographic map and have
 GV5891.an estimated accuracy of +/- 6 seconds.
 GV5891
 GV5891.The orthometric height was computed from unverified reset data.
 GV5891.No vertical observational check was made to the station.
 GV5891
 GV5891.The geoid height was determined by GEOID03.
 GV5891
 GV5891;                    North         East    Units  Estimated Accuracy
 GV5891;SPC VA S     - 1,087,550.    3,677,880.      MT  (+/- 180 meters Scaled)
 GV5891
 GV5891                          SUPERSEDED SURVEY CONTROL
 GV5891
 GV5891  NGVD 29 (03/21/06)   10.08   (m)           33.1    (f) RESET       3  
 GV5891
 GV5891.Superseded values are not recommended for survey control.
 GV5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5891.See file dsdata.txt to determine how the superseded data were derived.
 GV5891
 GV5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668076(NAD 83)
 GV5891_MARKER: DR = REFERENCE MARK DISK
 GV5891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GV5891_SP_SET: SIDEWALK
 GV5891_STAMPING: DENBIGH 1932 NO 6 1981
 GV5891_MARK LOGO: NGS   
 GV5891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5891
 GV5891  HISTORY     - Date     Condition        Report By
 GV5891  HISTORY     - 1985     MONUMENTED       NGS
 GV5891
 GV5891                          STATION DESCRIPTION
 GV5891
 GV5891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GV5891'IN NEWPORT NEWS.
 GV5891'3.12 KM (1.95 MI) NORTHWEST ON STATE ROUTE 143 FROM THE INTERSECTION
 GV5891'OF U.S. HIGHWAY 17 AND STATE ROUTES 143 AND 312 IN THE SOUTH PART OF
 GV5891'NEWPORT NEWS, TO OSTER POINT RD., THENCE LEFT, WESTERLY ON OSTER
 GV5891'POINT RD FOR 0.32 KM (0.20 MI) TO THE MARK ON THE RIGHT, 7.45 M
 GV5891'(24.4 FT) WEST OF POWER POLE NUMBER BA-28, 10.65 M (34.9 FT)
 GV5891'NORTH-NORTHEAST OF THE EAST END OF A CONCRETE MEDIAN IN OSTER POINT
 GV5891'RD AND 13.4 M (44.0 FT) WEST OF THE CENTER OF AN ALLEY WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5892 ***********************************************************************
 GV5892  DESIGNATION -  DENBIGH RM 7
 GV5892  PID         -  GV5892
 GV5892  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV5892  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV5892
 GV5892                         *CURRENT SURVEY CONTROL
 GV5892  ___________________________________________________________________
 GV5892* NAD 83(1986)-  37 06 19.     (N)    076 29 55.     (W)     SCALED    
 GV5892* NAVD 88     -         9.72   (meters)      31.9    (feet)  RESET     
 GV5892  ___________________________________________________________________
 GV5892  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV5892
 GV5892  VERT ORDER  -  THIRD
 GV5892
 GV5892.The horizontal coordinates were scaled from a topographic map and have
 GV5892.an estimated accuracy of +/- 6 seconds.
 GV5892
 GV5892.The orthometric height was computed from unverified reset data.
 GV5892.No vertical observational check was made to the station.
 GV5892
 GV5892.The geoid height was determined by GEOID03.
 GV5892
 GV5892;                    North         East    Units  Estimated Accuracy
 GV5892;SPC VA S     - 1,087,550.    3,677,880.      MT  (+/- 180 meters Scaled)
 GV5892
 GV5892                          SUPERSEDED SURVEY CONTROL
 GV5892
 GV5892  NGVD 29 (03/21/06)    9.96   (m)           32.7    (f) RESET       3  
 GV5892
 GV5892.Superseded values are not recommended for survey control.
 GV5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5892.See file dsdata.txt to determine how the superseded data were derived.
 GV5892
 GV5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG668076(NAD 83)
 GV5892_MARKER: DS = TRIANGULATION STATION DISK
 GV5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5892_SP_SET: CONCRETE POST
 GV5892_STAMPING: DENBIGH 1932 NO 7 1981
 GV5892_MARK LOGO: NGS   
 GV5892_PROJECTION: RECESSED 30 CENTIMETERS
 GV5892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5892+STABILITY: SURFACE MOTION
 GV5892
 GV5892  HISTORY     - Date     Condition        Report By
 GV5892  HISTORY     - 1985     MONUMENTED       NGS
 GV5892
 GV5892                          STATION DESCRIPTION
 GV5892
 GV5892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GV5892'IN NEWPORT NEWS.
 GV5892'3.12 KM (1.95 MI) NORTHWEST ON STATE ROUTE 143 FROM THE INTERSECTION
 GV5892'OF U.S. HIGHWAY 17 AND STATE ROUTES 143 AND 312 IN THE SOUTH PART OF
 GV5892'NEWPORT NEWS, TO OSTER POINT RD., THENCE LEFT, WESTERLY ON OSTER
 GV5892'POINT RD FOR 0.32 KM (0.20 MI) TO THE MARK ON THE RIGHT, 10.4 M
 GV5892'(34.1 FT) NORTH OF THE CENTER OF A CONCRETE MEDIAN IN OSTER POINT
 GV5892'RD., 17.55 M (57.6 FT) SOUTHEAST OF POWERPOLE NUMBER AA-76 AND 24.48
 GV5892'M (80.3 FT) NORTHWEST OF POWERPOLE NUMBER BA-28.
 GV5892'THE MARK IS 0.55 METERS  S FROM  A WITNESS POST
 GV5892'THE MARK IS 0.50 M BELOW OSTER POINT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4664 ***********************************************************************
 GV4664  DESIGNATION -  DENDRON
 GV4664  PID         -  GV4664
 GV4664  STATE/COUNTY-  VA/SURRY
 GV4664  USGS QUAD   -  DENDRON (1979)
 GV4664
 GV4664                         *CURRENT SURVEY CONTROL
 GV4664  ___________________________________________________________________
 GV4664* NAD 83(1993)-  37 03 03.02879(N)    076 53 43.96266(W)     ADJUSTED  
 GV4664* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 GV4664  ___________________________________________________________________
 GV4664  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 GV4664  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 GV4664
 GV4664  HORZ ORDER  -  SECOND
 GV4664
 GV4664.The horizontal coordinates were established by classical geodetic methods
 GV4664.and adjusted by the National Geodetic Survey in September 1995..
 GV4664
 GV4664.The orthometric height was scaled from a topographic map.
 GV4664
 GV4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4664
 GV4664.The geoid height was determined by GEOID03.
 GV4664
 GV4664;                    North         East     Units Scale Factor Converg.
 GV4664;SPC VA S     - 1,080,837.612 3,642,707.566   MT  0.99996058   +0 58 25.6
 GV4664;SPC VA S     - 3,546,048.07 11,951,116.41   sFT  0.99996058   +0 58 25.6
 GV4664;UTM  18      - 4,102,192.686   331,445.701   MT  0.99995000   -1 08 32.6
 GV4664
 GV4664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4664!SPC VA S     -   1.00000100  x   0.99996058  =   0.99996158
 GV4664!UTM  18      -   1.00000100  x   0.99995000  =   0.99995100
 GV4664
 GV4664:                Primary Azimuth Mark                     Grid Az
 GV4664:SPC VA S     -  SURRY FIRE LOOKOUT TOWER                 020 29 26.7
 GV4664:UTM  18      -  SURRY FIRE LOOKOUT TOWER                 022 36 24.9
 GV4664
 GV4664|---------------------------------------------------------------------|
 GV4664| PID    Reference Object                     Distance      Geod. Az  |
 GV4664|                                                           dddmmss.s |
 GV4664| GV4665 SURRY FIRE LOOKOUT TOWER            APPROX. 3.5 KM 0212752.3 |
 GV4664| DC9173 DENDRON RM 1                         43.902 METERS 05318     |
 GV4664| FX4084 WAKEFIELD MUNICIPAL TANK            APPROX.12.1 KM 2233823.6 |
 GV4664| GV5396 WAVERLY CITY WATER TANK             APPROX.17.9 KM 2641209.1 |
 GV4664| DC9172 DENDRON AZ MK                                      2835707.3 |
 GV4664| DC9175 DENDRON RM 3                                       29012     |
 GV4664| DC9174 DENDRON RM 2                         49.374 METERS 29414     |
 GV4664|---------------------------------------------------------------------|
 GV4664
 GV4664                          SUPERSEDED SURVEY CONTROL
 GV4664
 GV4664  NAD 83(1986)-  37 03 03.03330(N)    076 53 43.98879(W) AD(       ) 2
 GV4664  NAD 27      -  37 03 02.49600(N)    076 53 45.12200(W) AD(       ) 2
 GV4664
 GV4664.Superseded values are not recommended for survey control.
 GV4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4664.See file dsdata.txt to determine how the superseded data were derived.
 GV4664
 GV4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3144602193(NAD 83)
 GV4664_MARKER: DS = TRIANGULATION STATION DISK
 GV4664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4664+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV4664
 GV4664  HISTORY     - Date     Condition        Report By
 GV4664  HISTORY     - 1944     MONUMENTED       CGS
 GV4664  HISTORY     - 1960     GOOD             CGS
 GV4664  HISTORY     - 1963     GOOD             CGS
 GV4664  HISTORY     - 19970308 GOOD             USPSQD
 GV4664  HISTORY     - 20020223 GOOD             USPSQD
 GV4664
 GV4664                          STATION DESCRIPTION
 GV4664
 GV4664'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 GV4664'STATION IS ABOUT 2 MILES ENE OF DENDRON AND ABOUT 8 MILES S OF
 GV4664'SURRY.  IT IS 25.5 FEET N OF THE CENTER LINE OF STATE ROAD 618,
 GV4664'64.0 FEET S OF THE CENTER LINE OF STATE ROAD 605, 25 FEET S OF
 GV4664'A 2-FOOT PINE TREE, AND 29.5 FEET E OF A TRIANGULAR-BLAZED PINE
 GV4664'TREE.  STATION MARK IS STAMPED DENDRON 1944 AND IS FLUSH WITH THE
 GV4664'GROUND.
 GV4664'
 GV4664'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 GV4664'DISKS SET IN CONCRETE.
 GV4664'
 GV4664'REFERENCE MARK 1 IS NE OF THE STATION, 21 FEET N OF STATE
 GV4664'ROAD 605, 8 FEET S OF A 12-INCH PINE TREE, AND 12 FEET W OF AN
 GV4664'8-INCH OAK TREE.  IT IS STAMPED DENDRON NO 1 1944 AND IS FLUSH
 GV4664'WITH THE GROUND.
 GV4664'
 GV4664'REFERENCE MARK 2 IS NW OF THE STATION, 27.5 FEET E OF A DIM
 GV4664'SIDE ROAD LEADING N, AND 16.5 FEET N OF THE CENTER LINE OF STATE
 GV4664'ROAD 605.  IT IS STAMPED DENDRON NO 2 1944 AND PROJECTS ABOUT 4
 GV4664'INCHES.
 GV4664'
 GV4664'AZIMUTH MARK IS 0.2 MILE W OF THE STATION, 15 FEET S OF THE
 GV4664'CENTER LINE OF STATE ROAD 618, 1 FOOT N OF THE FENCELINE, AND 1.5
 GV4664'FEET E OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 GV4664'2-1/2 FEET.
 GV4664'
 GV4664'TO REACH STATION FROM THE POST OFFICE IN DENDRON, GO NE ON
 GV4664'STATE HIGHWAY 31 FOR 1.05 MILES TO THE CYPRESS SWAMP BRIDGE,
 GV4664'CONTINUE ON STATE HIGHWAY 31 FOR 0.75 MILE TO THE JUNCTION WITH
 GV4664'STATE ROAD 618.  HERE TURN RIGHT (E) ON ROAD 618 AND GO 0.85
 GV4664'MILE TO THE JUNCTION WITH STATE ROAD 605, TAKE RIGHT FORK AND GO
 GV4664'ABOUT 50 YARDS TO THE STATION ON THE LEFT.
 GV4664'
 GV4664'A 103-FOOT TOWER WAS USED.
 GV4664
 GV4664                          STATION RECOVERY (1960)
 GV4664
 GV4664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4664'STATION AND REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GV4664'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED
 GV4664'IN FAIR CONDITION AS IT HAS BEEN HIT BY MOWING MACHINE, BUT IS
 GV4664'FIRM IN THE GROUND AND STILL CAN BE USED AS A REFERENCE MARK.
 GV4664'THE DISTANCE TO THIS MARK WAS NOT MEASURED BECAUSE OF MANY YOUNG
 GV4664'PINE TREES IN THE AREA OF THE STATION.  A COMPLETE NEW
 GV4664'DESCRIPTION FOLLOWS--
 GV4664'
 GV4664'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF DENDRON AND 8 MILES
 GV4664'SOUTH OF SURRY IN THE Y FORMED BY COUNTY ROADS 605 AND 618.
 GV4664'IT IS 125 FEET EAST OF POWER POLE NO. E 121 L-43 (FIRST POLE
 GV4664'EAST OF HIGHWAY 605), 49 FEET NORTH OF THE FIRST TELEPHONE POLE
 GV4664'EAST OF HIGHWAY 605, 26 FEET NORTH OF THE CENTER OF HIGHWAY 618,
 GV4664'3 FEET NORTH OF THE POWER LINE AND 1 FOOT NORTH OF A CGS WITNESS
 GV4664'SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 GV4664'STAMPED DENDRON 1944.
 GV4664'
 GV4664'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF HIGHWAY 605, 12 FEET WEST
 GV4664'OF A 15 INCH OAK TREE, 8 FEET SOUTH OF A 15 INCH PINE TREE AND
 GV4664'1 FOOT SOUTH OF A CGS WITNESS SIGN.  THE MARK IS FLUSH WITH THE
 GV4664'GROUND AND THE DISK IS STAMPED DENDRON NO 1 1944.
 GV4664'
 GV4664'REFERENCE MARK NO. 2 IS 43 FEET NORTHWEST OF POWER POLE NO. 121
 GV4664'L-43, 74 FEET EAST OF THE JUNCTION OF HIGHWAYS 605 AND 618,
 GV4664'19 FEET SOUTH OF A 15 INCH PINE TREE AND 15 FEET NORTH OF HIGHWAY
 GV4664'605.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV4664'DENDRON NO 2 1944.
 GV4664'
 GV4664'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ON THE SOUTH
 GV4664'SIDE OF HIGHWAY 618.  IT IS 43.5 FEET SOUTH OF POWER POLE NO. E
 GV4664'121 L-46, 15 FEET SOUTH OF THE CENTER OF THE ROAD.  THE MARK
 GV4664'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DENDRON 1944.
 GV4664'
 GV4664'TO REACH THE STATION FROM THE POST OFFICE IN DENDRON, GO NORTH EAST
 GV4664'ON STATE HIGHWAY 31 FOR 1 MILE TO THE CYPRESS SWAMP BRIDGE,
 GV4664'CONTINUE ON HIGHWAY 31 FOR 0.75 MILE TO THE JUNCTION OF HIGHWAY
 GV4664'618, TURN RIGHT ON HIGHWAY 618 AND GO 0.85 MILE TO JUNCTION WITH
 GV4664'HIGHWAY 605.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 618 ABOUT
 GV4664'150 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 GV4664
 GV4664                          STATION RECOVERY (1963)
 GV4664
 GV4664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 GV4664'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK NO. 2
 GV4664'WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 GV4664'FOUND LAYING ON TOP OF THE GROUND.  THE DISK WAS REMOVED AT THIS
 GV4664'TIME AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE NEW
 GV4664'DESCRIPTION FOLLOWS.
 GV4664'
 GV4664'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF SURRY AND ABOUT 2
 GV4664'MILES EAST OF DENDRON IN THE Y FORMED BY THE JUNCTION OF SECONDARY
 GV4664'STATE HIGHWAYS 618 AND 605.  STATION IS 26 FEET NORTH OF THE
 GV4664'APPROXIMATE CENTER OF STATE HIGHWAY 618, 12 FEET SOUTH OF THE
 GV4664'EDGE OF CLEARED RIGHT OF WAY, 4 FEET NORTH OF UTILITY LINE AND
 GV4664'1 FOOT NORTH OF A STEEL WITNESS POST WITH METAL SIGN.  THE MARK
 GV4664'IS A STANDARD DISK SET FLUSH IN A 14 X 14 INCH CONCRETE
 GV4664'MONUMENT, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 GV4664'DENDRON 1944.
 GV4664'
 GV4664'TO REACH FROM THE POST OFFICE IN DENDRON GO NORTHEAST ON STATE
 GV4664'HIGHWAY 31 FOR 1.8 MILES TO THE JUNCTION OF STATE HIGHWAY 618.
 GV4664'TURN RIGHT AND GO SOUTHEASTERLY ON STATE HIGHWAY 618 FOR 0.65
 GV4664'MILE TO THE AZIMUTH MARK ON THE RIGHT OR SOUTH SIDE OF ROAD AS
 GV4664'DESCRIBED.  CONTINUE EAST FOR 0.2 MILE TO JUNCTION OF SECONDARY
 GV4664'STATE HIGHWAY 605 AND STATION AS DESCRIBED.
 GV4664'
 GV4664'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE APPROXIMATE CENTER
 GV4664'OF STATE HIGHWAY 605, 12 FEET WEST OF AN 8 INCH OAK TREE, 6
 GV4664'FEET EAST OF AN 8 INCH PINE TREE AND 1 FOOT SOUTH OF A STEEL
 GV4664'WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH IN A 14 X
 GV4664'14 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND
 GV4664'THE DISK IS STAMPED DENDRON NO 1 1944.
 GV4664'
 GV4664'REFERENCE MARK NO. 3 IS 35 FEET EAST OF UTILITY POLE E 121 L-43,
 GV4664'25 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 605,
 GV4664'30 FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 618
 GV4664'AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  THE MARK IS A
 GV4664'STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 1 FOOT IN
 GV4664'DIAMETER, FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DENDRON
 GV4664'NO 3 1944.
 GV4664'
 GV4664'AZIMUTH MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 GV4664'HIGHWAY 618, 1 FOOT EAST OF A STEEL WITNESS POST AND UNDER
 GV4664'TELEPHONE LINES.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12
 GV4664'X 12 INCH CONCRETE MONUMENT, PROJECTS ABOUT 2 INCHES AND THE
 GV4664'DISK IS STAMPED DENDRON 1944.
 GV4664
 GV4664                          STATION RECOVERY (1997)
 GV4664
 GV4664'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4664'RECOVERED IN GOOD CONDITION.
 GV4664
 GV4664                          STATION RECOVERY (2002)
 GV4664
 GV4664'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC)
 GV4664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2249 ***********************************************************************
 GW2249  DESIGNATION -  DENMARK 1957
 GW2249  PID         -  GW2249
 GW2249  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2249  USGS QUAD   -  COLLIERSTOWN (1986)
 GW2249
 GW2249                         *CURRENT SURVEY CONTROL
 GW2249  ___________________________________________________________________
 GW2249* NAD 83(1993)-  37 52 00.17395(N)    079 33 27.49831(W)     ADJUSTED  
 GW2249* NAVD 88     -       482.6    (meters)    1583.     (feet)  VERTCON   
 GW2249  ___________________________________________________________________
 GW2249  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GW2249  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW2249
 GW2249  HORZ ORDER  -  SECOND
 GW2249
 GW2249.The horizontal coordinates were established by classical geodetic methods
 GW2249.and adjusted by the National Geodetic Survey in November 1994..
 GW2249
 GW2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2249
 GW2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2249
 GW2249.The geoid height was determined by GEOID03.
 GW2249
 GW2249;                    North         East     Units Scale Factor Converg.
 GW2249;SPC VA S     - 1,170,692.872 3,406,940.639   MT  0.99998329   -0 38 30.9
 GW2249;SPC VA S     - 3,840,848.20 11,177,604.41   sFT  0.99998329   -0 38 30.9
 GW2249;UTM  17      - 4,192,007.264   626,867.683   MT  0.99979824   +0 53 07.7
 GW2249
 GW2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2249!SPC VA S     -   0.99992930  x   0.99998329  =   0.99991259
 GW2249!UTM  17      -   0.99992930  x   0.99979824  =   0.99972755
 GW2249
 GW2249:                Primary Azimuth Mark                     Grid Az
 GW2249:SPC VA S     -  SPRING 1957                              101 34 02.4
 GW2249:UTM  17      -  SPRING 1957                              100 02 23.8
 GW2249
 GW2249|---------------------------------------------------------------------|
 GW2249| PID    Reference Object                     Distance      Geod. Az  |
 GW2249|                                                           dddmmss.s |
 GW2249| GW2167 SPRING 1957                         APPROX. 6.6 KM 1005531.5 |
 GW2249| GW2255 NORTH MTN VA GAS CO MICROWAVE       APPROX. 8.4 KM 2323033.0 |
 GW2249|---------------------------------------------------------------------|
 GW2249
 GW2249                          SUPERSEDED SURVEY CONTROL
 GW2249
 GW2249  NAD 83(1986)-  37 52 00.17273(N)    079 33 27.51196(W) AD(       ) 2
 GW2249  NAD 27      -  37 51 59.70340(N)    079 33 28.35470(W) AD(       ) 2
 GW2249  NGVD 29 (07/19/86)  482.8    (m)         1584.     (f) VERT ANG       
 GW2249
 GW2249.Superseded values are not recommended for survey control.
 GW2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2249.See file dsdata.txt to determine how the superseded data were derived.
 GW2249
 GW2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2686892007(NAD 83)
 GW2249_MARKER: DS = TRIANGULATION STATION DISK
 GW2249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GW2249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GW2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2249
 GW2249  HISTORY     - Date     Condition        Report By
 GW2249  HISTORY     - 1957     MONUMENTED       CGS
 GW2249  HISTORY     - 1976     GOOD             NGS
 GW2249
 GW2249                          STATION DESCRIPTION
 GW2249
 GW2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2249'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF LEXINGTON
 GW2249'AND ABOUT 0.25 MILE SOUTHWEST OF THE KERR CREEK PRESBYTERIAN
 GW2249'CHURCH, ON A BARE KNOLL THAT IS TIMBERED ON THE NORTH SLOPE,
 GW2249'ON THE PROPERTY OF THE TEAFORD ESTATE.
 GW2249'
 GW2249'STATION, STAMPED DENMARK 1957, IS A STANDARD DISK BRAZED
 GW2249'TO A 2 INCH GALVANIZED PIPE AND PROJECTS ABOUT 3 INCHES,
 GW2249'15 FEET EAST OF A 30 INCH LOCUST TREE WITH A TRIANGLE BLAZE.
 GW2249'
 GW2249'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEXINGTON,
 GW2249'GO WEST ON U.S. HIGHWAY 60 FOR 9.75 MILES TO A SIDE ROAD
 GW2249'LEFT, TURN LEFT ON COUNTY ROUTE 269 AND CROSS A CONCRETE
 GW2249'BRIDGE, THEN TURN LEFT ACROSS A PLANK BRIDGE TO A GATE ON
 GW2249'THE RIGHT.  TURN RIGHT THROUGH GATE AND GO SOUTH ACROSS
 GW2249'FIELD FOR 0.1 MILE TO GATE IN EAST-WEST FENCE, CONTINUE
 GW2249'ON THROUGH GATE AND GO SOUTH FOR 0.05 MILE TO THE EAST END
 GW2249'OF THE RIDGE.  TURN RIGHT AND GO WEST UP THE RIDGE FOR 0.2
 GW2249'MILE TO THE HIGHEST POINT AND STATION.
 GW2249
 GW2249                          STATION RECOVERY (1976)
 GW2249
 GW2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GW2249'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GW2249'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT ALL THAT REMAINS OF
 GW2249'THE 30 INCH LOCUST TREE WITH TRIANGLE BLAZE IS THE STUMP.
 GW2249'
 GW2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES NW OF
 GW2249'LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1067 ***********************************************************************
 FW1067  DESIGNATION -  DENNIS
 FW1067  PID         -  FW1067
 FW1067  STATE/COUNTY-  VA/ACCOMACK
 FW1067  USGS QUAD   -  BLOXOM (1979)
 FW1067
 FW1067                         *CURRENT SURVEY CONTROL
 FW1067  ___________________________________________________________________
 FW1067* NAD 83(1993)-  37 47 08.96756(N)    075 33 06.53277(W)     ADJUSTED  
 FW1067* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1067  ___________________________________________________________________
 FW1067  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FW1067  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW1067
 FW1067  HORZ ORDER  -  THIRD
 FW1067
 FW1067.The horizontal coordinates were established by classical geodetic methods
 FW1067.and adjusted by the National Geodetic Survey in November 1994..
 FW1067
 FW1067.The orthometric height was scaled from a topographic map.
 FW1067
 FW1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1067
 FW1067.The geoid height was determined by GEOID03.
 FW1067
 FW1067;                    North         East     Units Scale Factor Converg.
 FW1067;SPC VA S     - 1,165,248.156 3,759,648.175   MT  0.99997199   +1 47 21.6
 FW1067;SPC VA S     - 3,822,984.99 12,334,779.05   sFT  0.99997199   +1 47 21.6
 FW1067;UTM  18      - 4,182,195.580   451,411.396   MT  0.99962908   -0 20 17.2
 FW1067
 FW1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1067!SPC VA S     -   1.00000563  x   0.99997199  =   0.99997762
 FW1067!UTM  18      -   1.00000563  x   0.99962908  =   0.99963471
 FW1067
 FW1067:                Primary Azimuth Mark                     Grid Az
 FW1067:SPC VA S     -  KEGOTANK 1909                            068 19 47.7
 FW1067:UTM  18      -  KEGOTANK 1909                            070 27 26.5
 FW1067
 FW1067|---------------------------------------------------------------------|
 FW1067| PID    Reference Object                     Distance      Geod. Az  |
 FW1067|                                                           dddmmss.s |
 FW1067| FW1076 KEGOTANK 1909                       APPROX. 3.5 KM 0700709.3 |
 FW1067| DC7219 DENNIS RM 2                          26.680 METERS 30933     |
 FW1067| DC7218 DENNIS RM 1                          56.650 METERS 30933     |
 FW1067|---------------------------------------------------------------------|
 FW1067
 FW1067                          SUPERSEDED SURVEY CONTROL
 FW1067
 FW1067  NAD 83(1993)-  37 47 08.96593(N)    075 33 06.54388(W) AD(       ) 3
 FW1067  NAD 83(1986)-  37 47 08.96544(N)    075 33 06.56938(W) AD(       ) 3
 FW1067  NAD 27      -  37 47 08.50804(N)    075 33 07.81790(W) AD(       ) 3
 FW1067
 FW1067.Superseded values are not recommended for survey control.
 FW1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1067.See file dsdata.txt to determine how the superseded data were derived.
 FW1067
 FW1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5141182196(NAD 83)
 FW1067_MARKER: B = BOLT
 FW1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1067_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 FW1067
 FW1067  HISTORY     - Date     Condition        Report By
 FW1067  HISTORY     - 1909     MONUMENTED       CGS
 FW1067  HISTORY     - 1933     GOOD             CGS
 FW1067  HISTORY     - 1934     GOOD             CGS
 FW1067  HISTORY     - 1942     SEE DESCRIPTION  CGS
 FW1067  HISTORY     - 1958     GOOD             CGS
 FW1067  HISTORY     - 1961     GOOD             CGS
 FW1067
 FW1067                          STATION DESCRIPTION
 FW1067
 FW1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 FW1067'STATION IS ON THE OLD DENNIS OR KEGOTANK FARM, NOW OWNED AND
 FW1067'OCCUPIED BY LEVI J. NORTHAM.  THIS FARM MAY BE REACHED FROM
 FW1067'THE RAILROAD STATION BLOXOM VIA MODEST TOWN, THE LATTER
 FW1067'BEING THE NEAREST POST OFFICE.  THE STATION IS ON A POINT
 FW1067'OF BUSHY MARSH LAND RUNNING OUT FROM ABOUT THE CENTER OF
 FW1067'THE FARM, AND BUT A FEW METERS W OF DR. JACKS CREEK.  IF
 FW1067'THE PARTY IS WORKING WITH BOATS, THE STATION IS BEST REACHED BY
 FW1067'DR. JACKS CREEK LEADING OUT FROM KEGOTANK CREEK.  THE BUSHY
 FW1067'POINT IS EASILY IDENTIFIED.
 FW1067'
 FW1067'THE STATION IS MARKED BY A COPPER TRIANGULATION STATION
 FW1067'BOLT SET IN CEMENT 3 FEET BELOW SURFACE WITH A BLOCK OF A
 FW1067'CONCRETE OVER IT WITH A COPPER TRIANGULATION STATION BOLT
 FW1067'AT SURFACE.  THIS COPPER BOLT IS HELD IN A 1-INCH GALVANIZED-IRON
 FW1067'PIPE 18 INCHES LONG RUNNING DOWN IN THE CEMENT.
 FW1067'
 FW1067'THERE ARE TWO REFERENCE MARKS IN LINE TOWARDS THE HIGH LAND.
 FW1067'REFERENCE MARK NO. 1 IS NEAR THE WOODS AND IS A SQUARE CONCRETE
 FW1067'POST WITH DIAGONAL LINES AND NAIL TO MARK CENTER.
 FW1067'
 FW1067'REFERENCE MARK NO. 2 IS A ROUND CEMENT POST WITH BOTTLE TO
 FW1067'MARK CENTER.
 FW1067
 FW1067                          STATION RECOVERY (1933)
 FW1067
 FW1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1067'TRIANGULATION STATION AND TWO REFERENCE MARKS RECOVERED
 FW1067'IN GOOD CONDITION.  TO DESCRIPTION ADD FOLLOWING--OCCUPANT OF
 FW1067'FARM NOW IS MR. WILLIE WETZEL.  TRIANGULATION STATION IS
 FW1067'56 METERS E OF WOODS, 8 METERS W OF SMALL POOL OF WATER,
 FW1067'ABOUT 55 METERS SOUTHERLY OF SW EDGE OF LARGE POOL SURROUNDED
 FW1067'BY FENCE POSTS AND AT E EDGE OF LOW BUSHES.
 FW1067'
 FW1067'TO REACH TRIANGULATION STATION BY ROAD (MUCH BETTER WAY)
 FW1067'GO TO MODEST TOWN AND TURN E ON THE FIRST ROAD S OF TOWN,
 FW1067'DRIVE WITHIN 50 YARDS OF WOODS.  TRIANGULATION STATION IS
 FW1067'NE OF THESE WOODS AND NEAR THE NE CORNER OF ABOVE MENTIONED
 FW1067'FARM.
 FW1067
 FW1067                          STATION RECOVERY (1934)
 FW1067
 FW1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1067'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1067'
 FW1067'LOCATED ABOUT 2-1/4 MILES SE FROM MODEST TOWN, VIRGINIA,
 FW1067'ON THE OLD DENNIS OR KEGOTANK FARM, AT PRESENT OCCUPIED BY
 FW1067'MR. WILLIE WETZEL.  THE STATION IS SET IN THE MARSH ABOUT
 FW1067'200 METERS ENE FROM THE FARMHOUSE, IN THE SE CORNER OF A
 FW1067'FENCED-IN ENCLOSURE FOR GOATS.  IT IS 56 METERS E FROM HIGH
 FW1067'GROUND COVERED WITH PINE TREES, THE TREES FORMING A POINT
 FW1067'DIRECTLY TO THE W OF THE STATION AND BEING THE FIRST WOODS
 FW1067'OF ANY KIND TO BORDER ON THE MARSH N OF KEGOTANK CREEK.  THE
 FW1067'MARK IS 8 METERS NW OF A POOL OF WATER IN THE MARSH, 25
 FW1067'METERS N OF A WIRE FENCE FORMING THE S SIDE OF THE GOAT
 FW1067'PASTURE, AND 65 METERS DUE S OF A LONG NARROW POOL OF
 FW1067'WATER PARALLELING THE EDGE OF THE TREES.
 FW1067'
 FW1067'TO REACH STATION BY LAND GO TO MODEST TOWN, VIRGINIA, AND
 FW1067'TURN E ON FIRST ROAD S OF THE TOWN.  FOLLOW THIS ROAD TO
 FW1067'LAST FARMHOUSE BEFORE REACHING MARSH.
 FW1067
 FW1067                          STATION RECOVERY (1942)
 FW1067
 FW1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1067'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW1067'U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 FW1067'OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO
 FW1067'CAPE CHARLES, VIRGINIA--
 FW1067'
 FW1067'(1) FARMHOUSE OCCUPIED BY JOHN MILES, INSTEAD OF MR. WILLIE
 FW1067'WETZEL.
 FW1067'
 FW1067'(2) 72.3 METERS W OF DR. JACKS CREEK, INSTEAD OF A FEW
 FW1067'METERS.
 FW1067'
 FW1067'(3) 63.6 METERS E OF WOODS, INSTEAD OF 56 METERS.
 FW1067'
 FW1067'(4) 10.5 METERS W OF SMALL POOL OF WATER, INSTEAD OF 8 METERS,
 FW1067'NW.
 FW1067'
 FW1067'(5) DELETE, WIRE FENCE FORMING S SIDE OF GOAT PASTURE.
 FW1067'
 FW1067'THE STATION IS LOCATED ON THE OLD DENNIS OR KEGOTANK FARM,
 FW1067'NOW OCCUPIED BY MR. JOHN MILES, ON A POINT OF BUSHY MARSH
 FW1067'LAND RUNNING OUT FROM THE CENTER OF THE FARM, 72.3 METERS
 FW1067'W OF DR. JACKS CREEK, 63.6 METERS E FROM HIGH GROUND COVERED
 FW1067'WITH PINE TREES, THE TREES FORMING A POINT DIRECTLY TO THE
 FW1067'W OF THE STATION AND BEING THE FIRST WOODS OF ANY KIND TO
 FW1067'BORDER ON THE MARSH, N OF KEGOTANK CREEK, 10.5 METERS W OF
 FW1067'THE E EDGE OF A SMALL POOL OF WATER IN MARSH, 65 METERS
 FW1067'SOUTHERLY OF THE SW EDGE OF LARGE POOL OF WATER SURROUNDED BY
 FW1067'FENCE POSTS, 34.2 METERS N OF A SMALL DITCH BRANCHING
 FW1067'OFF OF DR.  JACKS CREEK, AND AT THE E EDGE OF LOW BUSHES.
 FW1067'
 FW1067'THE STATION IS A BRONZE DISK TRIANGULATION STATION MARK
 FW1067'WITH NOTHING STAMPED ON THE DISK, SET IN THE TOP OF A 22-INCH
 FW1067'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND.
 FW1067'THE STATION IS IN GOOD CONDITION.
 FW1067'
 FW1067'REFERENCE MARK NO. 1 IS LOCATED 56.65 METERS W OF THE STATION
 FW1067'IN LINE TOWARDS THE HIGHLAND, 7.0 METERS E OF THE WOODS,
 FW1067'AND 19.6 METERS W OF THE E EDGE OF SMALL POOL OF WATER IN
 FW1067'THE MARSH.
 FW1067
 FW1067                          STATION RECOVERY (1958)
 FW1067
 FW1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1067'STATION RECOVERED AS DESCRIBED THE STATION MARK IS IN ONLY FAIR
 FW1067'CONDITION AND SHOULD BE REPAIRED AS THE OLD CEMENT IS BEGINNING
 FW1067'TO ROT AWAY.  NO REFERENCE MARKS WERE RECOVERED BUT THEY ARE
 FW1067'PROBABLY THERE UNDER GRASS AND DRIFT WOOD THAT HAS BEEN
 FW1067'WASHED IN BY THE SEA.  AT THE TIME OF VISITING THIS STATION
 FW1067'THE MARSH WAS SO MUDDY IT WAS MOST DIFFICULT WALKING (WE
 FW1067'COULD NOT KEEP OUR HIP BOOTS ON) THAT AN EXTENSIVE SEARCH
 FW1067'WAS NOT MADE FOR THE REFERENCE MARKS.  THE 1942 DESCRIPTION
 FW1067'IS ADEQUATE TO FIND THE STATION MARK.  IT IS SURROUNDED BY
 FW1067'STAKES AND IS FLUSH.
 FW1067'
 FW1067'REACHED FROM THE JCT. OF U.S. 13 AND ROUTE NO 187 IN NELSONIA
 FW1067'AS FOLLOWS--GO SE ON 187 1.25 MILES TO ROAD FORKS TAKE RIGHT
 FW1067'FORK NO 681 AND GO 1.7 MILES TO ROAD FORKS AT THE R.A. ONLEY
 FW1067'MAIL BOX, TAKE LEFT FORK TO FARM HOUSE AND GO 0.25 MILE TO
 FW1067'CATTLE GUARD AT ENTRANCE TO FARMYARD, TURN LEFT, E, AND GO
 FW1067'0.3 MILE ON FIELD ROAD TO EDGE OF WOODS AND ETT.  FROM HERE
 FW1067'THE STATION IS NEARLY OPPOSIT YOU ON THE OTHER SIDE OF THE
 FW1067'WOODS.
 FW1067'
 FW1067'THE STATION IS NOW ON LAND OWNED BY THE BUNDICK BROS. AND
 FW1067'FARMED BY WM. BULL.
 FW1067
 FW1067                          STATION RECOVERY (1961)
 FW1067
 FW1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW1067'STATION RECOVERED IN FAIR CONDITION.  THE CONCRETE IS CRUMBLING
 FW1067'AROUND THE MARK.  THE 1942 RECOVERY NOTE BY W.D.P. IS ADEQUATE
 FW1067'FOR FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0854 ***********************************************************************
 FW0854  DESIGNATION -  DENVER
 FW0854  PID         -  FW0854
 FW0854  STATE/COUNTY-  VA/NORTHAMPTON
 FW0854  USGS QUAD   -  GREAT MACHIPONGO INLET (1992)
 FW0854
 FW0854                         *CURRENT SURVEY CONTROL
 FW0854  ___________________________________________________________________
 FW0854* NAD 83(1993)-  37 20 45.92021(N)    075 43 40.87117(W)     ADJUSTED  
 FW0854* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 FW0854  ___________________________________________________________________
 FW0854  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FW0854  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 FW0854
 FW0854  HORZ ORDER  -  SECOND
 FW0854
 FW0854.The horizontal coordinates were established by classical geodetic methods
 FW0854.and adjusted by the National Geodetic Survey in September 1995..
 FW0854
 FW0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0854
 FW0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0854
 FW0854.The geoid height was determined by GEOID03.
 FW0854
 FW0854;                    North         East     Units Scale Factor Converg.
 FW0854;SPC VA S     - 1,115,995.815 3,745,567.113   MT  0.99994547   +1 40 56.6
 FW0854;SPC VA S     - 3,661,396.27 12,288,581.44   sFT  0.99994547   +1 40 56.6
 FW0854;UTM  18      - 4,133,514.788   435,517.969   MT  0.99965122   -0 26 29.9
 FW0854
 FW0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0854!SPC VA S     -   1.00000539  x   0.99994547  =   0.99995086
 FW0854!UTM  18      -   1.00000539  x   0.99965122  =   0.99965661
 FW0854
 FW0854:                Primary Azimuth Mark                     Grid Az
 FW0854:SPC VA S     -  HOWARD 1962                              016 16 09.4
 FW0854:UTM  18      -  HOWARD 1962                              018 23 35.9
 FW0854
 FW0854|---------------------------------------------------------------------|
 FW0854| PID    Reference Object                     Distance      Geod. Az  |
 FW0854|                                                           dddmmss.s |
 FW0854| FW0883 HOWARD 1962                         APPROX. 5.6 KM 0175706.0 |
 FW0854| DC7223 DENVER RM 1                          12.160 METERS 16035     |
 FW0854| DC7224 DENVER RM 2                          13.495 METERS 25341     |
 FW0854|---------------------------------------------------------------------|
 FW0854
 FW0854                          SUPERSEDED SURVEY CONTROL
 FW0854
 FW0854  NAD 83(1993)-  37 20 45.92125(N)    075 43 40.86500(W) AD(       ) 2
 FW0854  NAD 83(1986)-  37 20 45.92190(N)    075 43 40.91216(W) AD(       ) 2
 FW0854  NAD 27      -  37 20 45.41834(N)    075 43 42.19469(W) AD(       ) 2
 FW0854  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 FW0854
 FW0854.Superseded values are not recommended for survey control.
 FW0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0854.See file dsdata.txt to determine how the superseded data were derived.
 FW0854
 FW0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3551833515(NAD 83)
 FW0854_MARKER: DS = TRIANGULATION STATION DISK
 FW0854_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0854+WITH SETTING: INFORMATION.
 FW0854_SP_SET: PREFABRICATED CONCRETE POST
 FW0854
 FW0854  HISTORY     - Date     Condition        Report By
 FW0854  HISTORY     - 1968     MONUMENTED       CGS
 FW0854
 FW0854                          STATION DESCRIPTION
 FW0854
 FW0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW0854'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE MAINLAND, ON
 FW0854'THE NORTH END OF COBB ISLAND, ABOUT 1 MILE SOUTH OF GREAT
 FW0854'MACHIPONGO INLET, ABOUT 100 YARDS EAST OF A ROW OF TELEPHONE
 FW0854'POLES, ON THE WEST ONE OF TWO PARALLEL SAND DUNE LINES WHICH
 FW0854'FORM THE EDGES OF A LAKE AT HIGH WATER.
 FW0854'
 FW0854'THE STATION WAS REACHED FROM THE SOUTH END OF COBB ISLAND BY
 FW0854'GOING NORTHEAST ALONG THE BEACH FOR ABOUT 4-1/2 MILES TO THE
 FW0854'STATION ON THE LEFT AS DESCRIBED.
 FW0854'
 FW0854'THE STATION MARK IS ABOUT 200 FEET WEST OF THE EAST ONE OF TWO
 FW0854'SAND DUNE LINES, ABOUT 150 YARDS SOUTHEAST OF A TELEPHONE POLE
 FW0854'WITH A TRANSFORMER, 28.9 FEET NORTHEAST OF A METAL WITNESS POST
 FW0854'AND SIGN, AND 4.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 FW0854'AND SIGN, AND STAMPED DENVER 1968.  IT IS A STANDARD
 FW0854'TRIANGULATION DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD
 FW0854'WHICH PROJECTS 2 INCHES ABOVE GROUND.
 FW0854'
 FW0854'REFERENCE MARK 1 IS 170 FEET WEST OF THE PARALLEL DUNE LINE,
 FW0854'43.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 32.3 FEET
 FW0854'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 FW0854'STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH
 FW0854'PROJECTS 2 INCHES ABOVE GROUND, AND STAMPED DENVER NO 1 1968.
 FW0854'
 FW0854'REFERENCE MARK 2 IS 45.9 FEET WEST-SOUTHWEST OF A METAL WITNESS
 FW0854'POST AND SIGN, AND 28.9 FEET WEST-NORTHWEST OF A METAL WITNESS
 FW0854'POST AND SIGN.  IT IS A STANDARD DISK CRIMPED TO THE TOP OF A
 FW0854'5/8 INCH COPPER ROD WHICH PROJECTS 10 INCHES ABOVE GROUND, AND
 FW0854'STAMPED DENVER NO 2 1968.
 FW0854'
 FW0854'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 FW0854'
 FW0854'HEIGHT OF LIGHT ABOVE STATION MARK 3.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3200 ***********************************************************************
 FX3200  DESIGNATION -  DEPOT 1943
 FX3200  PID         -  FX3200
 FX3200  STATE/COUNTY-  VA/C OF NORFOLK
 FX3200  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3200
 FX3200                         *CURRENT SURVEY CONTROL
 FX3200  ___________________________________________________________________
 FX3200* NAD 83(1993)-  36 55 55.35659(N)    076 20 00.74560(W)     ADJUSTED  
 FX3200* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3200  ___________________________________________________________________
 FX3200  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FX3200  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FX3200
 FX3200  HORZ ORDER  -  SECOND
 FX3200
 FX3200.The horizontal coordinates were established by classical geodetic methods
 FX3200.and adjusted by the National Geodetic Survey in September 1995..
 FX3200
 FX3200.The orthometric height was scaled from a topographic map.
 FX3200
 FX3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3200
 FX3200.The geoid height was determined by GEOID03.
 FX3200
 FX3200;                    North         East     Units Scale Factor Converg.
 FX3200;SPC VA S     - 1,068,655.977 3,692,989.727   MT  0.99997410   +1 18 53.6
 FX3200;SPC VA S     - 3,506,082.15 12,116,083.80   sFT  0.99997410   +1 18 53.6
 FX3200;UTM  18      - 4,088,164.305   381,238.297   MT  0.99977375   -0 48 04.9
 FX3200
 FX3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3200!SPC VA S     -   1.00000567  x   0.99997410  =   0.99997977
 FX3200!UTM  18      -   1.00000567  x   0.99977375  =   0.99977942
 FX3200
 FX3200:                Primary Azimuth Mark                     Grid Az
 FX3200:SPC VA S     -  WEST NORFOLK TANK                        187 26 59.3
 FX3200:UTM  18      -  WEST NORFOLK TANK                        189 33 57.8
 FX3200
 FX3200|---------------------------------------------------------------------|
 FX3200| PID    Reference Object                     Distance      Geod. Az  |
 FX3200|                                                           dddmmss.s |
 FX3200| FX3472 WEST NORFOLK TANK                   APPROX. 8.1 KM 1884552.9 |
 FX3200| FX3521 HAMPTON ROADS PORT TANK             APPROX. 8.4 KM 2955916.8 |
 FX3200|---------------------------------------------------------------------|
 FX3200
 FX3200                          SUPERSEDED SURVEY CONTROL
 FX3200
 FX3200  NAD 83(1986)-  36 55 55.36270(N)    076 20 00.78183(W) AD(       ) 2
 FX3200  NAD 27      -  36 55 54.82700(N)    076 20 01.99400(W) AD(       ) 2
 FX3200
 FX3200.Superseded values are not recommended for survey control.
 FX3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3200.See file dsdata.txt to determine how the superseded data were derived.
 FX3200
 FX3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8123888164(NAD 83)
 FX3200_MARKER: DS = TRIANGULATION STATION DISK
 FX3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3200+STABILITY: SURFACE MOTION
 FX3200
 FX3200  HISTORY     - Date     Condition        Report By
 FX3200  HISTORY     - 1943     MONUMENTED       CGS
 FX3200  HISTORY     - 1982     GOOD             USCG
 FX3200  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FX3200  HISTORY     - 1985     GOOD             LOCSUR
 FX3200
 FX3200                          STATION DESCRIPTION
 FX3200
 FX3200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3200'STATION IS ON THE NE CORNER OF THE LAMBERT POINT DOCK, INCORPORATED,
 FX3200'AT THE MUNICIPAL TERMINAL S OF THE U.S. NAVAL RESERVATION.
 FX3200'MARKED BY A BRONZE DISK (CENTER PUNCHED) TWO INCHES IN DIAMETER,
 FX3200'STAMPED 17, 1.4 METERS E OF THE W EDGE OF PIER WHERE PIER BREAKS
 FX3200'TO CURVE E, 1.74 METERS SW OF A LARGE IRON MOORING POST AT END
 FX3200'OF DOCK RAILWAY, AND 11.2 METERS NW OF THE CORNER OF WAREHOUSE.
 FX3200
 FX3200                          STATION RECOVERY (1982)
 FX3200
 FX3200'RECOVERY NOTE BY US COAST GUARD 1982 (MAT)
 FX3200'STATION IS ON NW CORNER OF SEWELLS POINT DOCK AT MUNICIPAL TERMINAL
 FX3200'S. OF NAVY BASE.  NE CORNER VICE OF LAMBERTS POINT DOCK.
 FX3200
 FX3200                          STATION RECOVERY (1984)
 FX3200
 FX3200'RECOVERY NOTE BY US POWER SQUADRON 1984 (REW)
 FX3200'UNABLE TO LOCATE, DOCKS UNDER DEMOLITION AND REPAIR.
 FX3200
 FX3200                          STATION RECOVERY (1985)
 FX3200
 FX3200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (RLT)
 FX3200'17 STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 FX3200'
 FX3200'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN CITY OF NORFOLK,
 FX3200'VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5086 ***********************************************************************
 GV5086  DESIGNATION -  DESHA RESET
 GV5086  PID         -  GV5086
 GV5086  STATE/COUNTY-  VA/ESSEX
 GV5086  USGS QUAD   -  MOUNT LANDING (1985)
 GV5086
 GV5086                         *CURRENT SURVEY CONTROL
 GV5086  ___________________________________________________________________
 GV5086* NAD 83(1993)-  37 54 45.06314(N)    076 54 50.24393(W)     ADJUSTED  
 GV5086* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 GV5086  ___________________________________________________________________
 GV5086  X           -   1,140,766.390 (meters)                     COMP
 GV5086  Y           -  -4,907,566.445 (meters)                     COMP
 GV5086  Z           -   3,897,792.719 (meters)                     COMP
 GV5086  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 GV5086  ELLIP HEIGHT-           8.19  (meters)          (09/08/95) GPS OBS
 GV5086  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 GV5086
 GV5086  HORZ ORDER  -  FIRST
 GV5086  ELLP ORDER  -  FOURTH    CLASS II
 GV5086
 GV5086.The horizontal coordinates were established by classical geodetic methods
 GV5086.and adjusted by the National Geodetic Survey in November 1994..
 GV5086
 GV5086.The orthometric height was determined by GPS observations and a
 GV5086.high-resolution geoid model.
 GV5086
 GV5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5086
 GV5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5086
 GV5086.The ellipsoidal height was determined by GPS observations
 GV5086.and is referenced to NAD 83.
 GV5086
 GV5086.The geoid height was determined by GEOID03.
 GV5086
 GV5086;                    North         East     Units Scale Factor Converg.
 GV5086;SPC VA S     - 1,176,426.906 3,639,463.538   MT  0.99999057   +0 57 45.4
 GV5086;SPC VA S     - 3,859,660.61 11,940,473.29   sFT  0.99999057   +0 57 45.4
 GV5086;SPC VA N     - 2,028,493.837 3,639,467.757   MT  1.00002352   +0 59 23.6
 GV5086;SPC VA N     - 6,655,150.20 11,940,487.13   sFT  1.00002352   +0 59 23.6
 GV5086;UTM  18      - 4,197,835.807   331,752.555   MT  0.99994866   -1 10 34.8
 GV5086
 GV5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5086!SPC VA S     -   0.99999871  x   0.99999057  =   0.99998928
 GV5086!SPC VA N     -   0.99999871  x   1.00002352  =   1.00002223
 GV5086!UTM  18      -   0.99999871  x   0.99994866  =   0.99994737
 GV5086
 GV5086:                Primary Azimuth Mark                     Grid Az
 GV5086:SPC VA S     -  DESHA RM 1 AZIMUTH                       119 15 22.9
 GV5086:SPC VA N     -  DESHA RM 1 AZIMUTH                       119 13 44.7
 GV5086:UTM  18      -  DESHA RM 1 AZIMUTH                       121 23 43.1
 GV5086
 GV5086|---------------------------------------------------------------------|
 GV5086| PID    Reference Object                     Distance      Geod. Az  |
 GV5086|                                                           dddmmss.s |
 GV5086| DC9176 DESHA RM 1 AZIMUTH                                 1201308.3 |
 GV5086| DC9177 DESHA RM 2                           25.554 METERS 22021     |
 GV5086| DC9178 DESHA RM 3                           31.410 METERS 30142     |
 GV5086|---------------------------------------------------------------------|
 GV5086
 GV5086                          SUPERSEDED SURVEY CONTROL
 GV5086
 GV5086  ELLIP H (11/14/94)    8.03   (m)                       GP(       ) 4 2
 GV5086  NAD 83(1986)-  37 54 45.06420(N)    076 54 50.26147(W) AD(       ) 1
 GV5086  NAD 27      -  37 54 44.56500(N)    076 54 51.37300(W) AD(       ) 1
 GV5086
 GV5086.Superseded values are not recommended for survey control.
 GV5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5086.See file dsdata.txt to determine how the superseded data were derived.
 GV5086
 GV5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3175397836(NAD 83)
 GV5086_MARKER: DD = SURVEY DISK
 GV5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5086_SP_SET: CONCRETE POST
 GV5086_STAMPING: DESHA 1934 1960
 GV5086_MARK LOGO: CGS   
 GV5086_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GV5086+STABILITY: POSITION/ELEVATION WELL
 GV5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5086+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV5086
 GV5086  HISTORY     - Date     Condition        Report By
 GV5086  HISTORY     - 1960     MONUMENTED       CGS
 GV5086  HISTORY     - 19920414 GOOD             NOS
 GV5086  HISTORY     - 19990403 GOOD             USPSQD
 GV5086  HISTORY     - 20040313 GOOD             USPSQD
 GV5086
 GV5086                          STATION DESCRIPTION
 GV5086
 GV5086'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 GV5086'THE STATION IS LOCATED ABOUT 2 MILES WEST OF TAPPAHANNOCK, ON THE
 GV5086'GROUNDS OF THE ST JOHNS CHURCH.
 GV5086'TO REACH CH THE STATION FROM THE
 GV5086'JUNCTION OF US HIGHWAYS 17 AND 360 IN TAPPAHANNOCK, PROCEED NORTH
 GV5086'ALONG US HIGHWAY 17 FOR 0.55 MI (0.89 KM) TO STATE ROUTE 627 AND A
 GV5086'CATHOLIC CHURCH IN THE NORTHWEST ANGLE.  TURN LEFT ON STATE ROUTE 627
 GV5086'AND PROCEED 1.0 MI (1.61 KM) TO A FORK.  TAKE THE RIGHT FORK AND
 GV5086'PROCEED 0.4 MI (0.64 KM) TO THE JUNCTION OF STATE ROUTE 627 AND STATE
 GV5086'ROUTE 659, TURN LEFT AND AND FOLLOW ROUTE 659 FOR 2.6 MI (4.18 KM) TO
 GV5086'A GRAVEL ROAD.  TURN RIGHT AND PROCEED 0.05 MI (0.08 KM) TO ST JOHNS
 GV5086'CHURCH TO THE STAION ON THE LEFT.
 GV5086'THE STATION IS A STANDARD BRONZE
 GV5086'DISK STAMPED ---DESHA 1934 1960---, SET IN TOP OF A ROUND CONCRETE
 GV5086'MONUMENT FLUSH WITH THE GROUND.  IT IS 141.3 FT (43.07 M) SOUTH OF THE
 GV5086'EXTREME SOUTHEAST CORNER OF THE CHURCH, 128.8 FT (39.26 M) SOUTH OF
 GV5086'THE SOUTHWEST CORNER OF THE CHURCH, 63.5 FT (19.35 M) SOUTHWEST OF A
 GV5086'PINE TREE.
 GV5086
 GV5086                          STATION RECOVERY (1999)
 GV5086
 GV5086'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5086'RECOVERED IN GOOD CONDITION.
 GV5086
 GV5086                          STATION RECOVERY (2004)
 GV5086
 GV5086'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5086'STATION AND RM 4 AND 5 FOUND IN GOOD CONDITION. RM 3 WAS FOUND HOWEVER
 GV5086'IT HAS BEEN HIT AND IS LENDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3400 ***********************************************************************
 HW3400  DESIGNATION -  DEVILS
 HW3400  PID         -  HW3400
 HW3400  STATE/COUNTY-  VA/SHENANDOAH
 HW3400  USGS QUAD   -  WOLF GAP (1994)
 HW3400
 HW3400                         *CURRENT SURVEY CONTROL
 HW3400  ___________________________________________________________________
 HW3400* NAD 83(1993)-  38 55 47.08494(N)    078 43 53.17649(W)     ADJUSTED  
 HW3400* NAVD 88     -       994.7    (meters)    3263.     (feet)  VERTCON   
 HW3400  ___________________________________________________________________
 HW3400  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 HW3400  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW3400
 HW3400  HORZ ORDER  -  SECOND
 HW3400
 HW3400.The horizontal coordinates were established by classical geodetic methods
 HW3400.and adjusted by the National Geodetic Survey in November 1994..
 HW3400
 HW3400.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3400
 HW3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3400
 HW3400.The geoid height was determined by GEOID03.
 HW3400
 HW3400;                    North         East     Units Scale Factor Converg.
 HW3400;SPC VA N     - 2,140,227.524 3,479,932.315   MT  0.99996320   -0 08 40.0
 HW3400;SPC VA N     - 7,021,729.80 11,417,077.94   sFT  0.99996320   -0 08 40.0
 HW3400;SPC WV N     -    47,994.439   666,643.680   MT  1.00001402   +0 29 24.6
 HW3400;UTM  17      - 4,311,427.358   696,643.802   MT  1.00007618   +1 25 33.4
 HW3400
 HW3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3400!SPC VA N     -   0.99984906  x   0.99996320  =   0.99981226
 HW3400!SPC WV N     -   0.99984906  x   1.00001402  =   0.99986307
 HW3400!UTM  17      -   0.99984906  x   1.00007618  =   0.99992522
 HW3400
 HW3400|---------------------------------------------------------------------|
 HW3400| PID    Reference Object                     Distance      Geod. Az  |
 HW3400|                                                           dddmmss.s |
 HW3400| DC3242 DEVILS RM 1                           6.743 METERS 12425     |
 HW3400| HW3425 LOST                                APPROX.14.3 KM 2630154.5 |
 HW3400| DC3243 DEVILS RM 2                           5.817 METERS 27727     |
 HW3400|---------------------------------------------------------------------|
 HW3400
 HW3400                          SUPERSEDED SURVEY CONTROL
 HW3400
 HW3400  NAD 83(1986)-  38 55 47.08676(N)    078 43 53.18058(W) AD(       ) 2
 HW3400  NAD 27      -  38 55 46.69260(N)    078 43 54.11570(W) AD(       ) 2
 HW3400  NGVD 29 (07/19/86)  994.8    (m)         3264.     (f) VERT ANG       
 HW3400
 HW3400.Superseded values are not recommended for survey control.
 HW3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3400.See file dsdata.txt to determine how the superseded data were derived.
 HW3400
 HW3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9664411427(NAD 83)
 HW3400_MARKER: DS = TRIANGULATION STATION DISK
 HW3400_SETTING: 80 = SET IN A BOULDER
 HW3400_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3400
 HW3400  HISTORY     - Date     Condition        Report By
 HW3400  HISTORY     - 1956     MONUMENTED       CGS
 HW3400
 HW3400                          STATION DESCRIPTION
 HW3400
 HW3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3400'THE STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTH OF
 HW3400'BAKER, 4-1/2 MILES EAST OF LOST CITY, 4 MILES NORTH OF JEROME
 HW3400'AND IT IS ON A BRUSH COVERED MOUNTAIN IN THE GEORGE WASHINGTON
 HW3400'NATIONAL FOREST NEAR WHERE DEVILS HOLE MOUNTAIN JOINS NORTH
 HW3400'MOUNTAIN AT THE HEAD OF LAUREL RUN.  THE STATION IS ON THE
 HW3400'VIRGINIA-WEST VIRGINIA STATE LINE.
 HW3400'
 HW3400'THE STATION MARK IS A STANDARD DISK STAMPED DEVILS 1956
 HW3400'SET IN A DRILL HOLE IN A LARGE OUTCROPPING BOULDER THAT
 HW3400'PROJECTS 5 FEET ABOVE THE GROUND.
 HW3400'
 HW3400'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEVILS
 HW3400'NO 1 1956 SET IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 HW3400'6 FEET ABOVE THE GROUND.  THE MARK IS 2 FEET HIGHER THAN
 HW3400'THE STATION.
 HW3400'
 HW3400'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEVILS
 HW3400'NO 2 1956 SET IN A DRILL HOLE IN A LARGE BOULDER 5 FEET BY
 HW3400'12 FEET THAT PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK
 HW3400'IS 3-1/2 FEET LOWER THAN THE STATION.
 HW3400'
 HW3400'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOST CITY,
 HW3400'WEST VIRGINIA GO SOUTH ON STATE HIGHWAY 259 FOR 0.05 MILE TO
 HW3400'A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON THE MAIN
 HW3400'TRAVELED ROAD FOR 2.55 MILES TO A SIDE ROAD RIGHT JUST BEFORE
 HW3400'REACHING A CHURCH ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 HW3400'EASTERLY PAST THE CHURCH AND GO 3.55 MILES TO A SIDE ROAD
 HW3400'LEFT.  CONTINUE STRAIGHT AHEAD UP THE MOUNTAIN FOR 0.4 MILE
 HW3400'TO A LOCKED POLE GATE ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 HW3400'UP THE MOUNTAIN FOR 1.0 MILE TO THE VIRGINIA-WEST VIRGINIA
 HW3400'STATE LINE SIGN.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO
 HW3400'THE SUMMIT OF THE GRADE WHERE THE ROAD CURVES TO THE LEFT.
 HW3400'KEEP LEFT AND CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.25
 HW3400'MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND THE END
 HW3400'OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY UP A WELL
 HW3400'BLAZED TRAIL FOR 20 MINUTES TO THE HIGHEST PART OF THE
 HW3400'MOUNTAIN AT THE LARGE OUTCROPPING OF BOULDERS AND THE
 HW3400'STATION AS DESCRIBED.
 HW3400'
 HW3400'HEIGHT OF LIGHT ABOVE STATION MARK 2.02 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8387 ***********************************************************************
 HV8387  DESIGNATION -  DEVON
 HV8387  PID         -  HV8387
 HV8387  STATE/COUNTY-  VA/FAIRFAX
 HV8387  USGS QUAD   -  FALLS CHURCH (1994)
 HV8387
 HV8387                         *CURRENT SURVEY CONTROL
 HV8387  ___________________________________________________________________
 HV8387* NAD 83(1993)-  38 54 42.31110(N)    077 10 30.38270(W)     ADJUSTED  
 HV8387* NAVD 88     -       100.094  (meters)     328.39   (feet)  ADJUSTED  
 HV8387  ___________________________________________________________________
 HV8387  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HV8387  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8387  DYNAMIC HT  -         100.039 (meters)     328.21  (feet)  COMP
 HV8387  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 HV8387
 HV8387  HORZ ORDER  -  SECOND
 HV8387  VERT ORDER  -  THIRD
 HV8387
 HV8387.The horizontal coordinates were established by classical geodetic methods
 HV8387.and adjusted by the National Geodetic Survey in November 1994..
 HV8387
 HV8387.The orthometric height was determined by differential leveling
 HV8387.and adjusted by the National Geodetic Survey in September 2004..
 HV8387.No vertical observational check was made to the station.
 HV8387
 HV8387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8387
 HV8387.The geoid height was determined by GEOID03.
 HV8387
 HV8387.The dynamic height is computed by dividing the NAVD 88
 HV8387.geopotential number by the normal gravity value computed on the
 HV8387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8387.degrees latitude (g = 980.6199 gals.).
 HV8387
 HV8387.The modeled gravity was interpolated from observed gravity values.
 HV8387
 HV8387;                    North         East     Units Scale Factor Converg.
 HV8387;SPC VA N     - 2,139,034.023 3,614,904.796   MT  0.99996154   +0 49 36.8
 HV8387;SPC VA N     - 7,017,814.12 11,859,900.15   sFT  0.99996154   +0 49 36.8
 HV8387;SPC MD       -   138,224.555   384,813.114   MT  0.99995004   -0 06 35.6
 HV8387;SPC MD       -   453,491.73  1,262,507.69   sFT  0.99995004   -0 06 35.6
 HV8387;UTM  18      - 4,309,232.890   311,410.339   MT  1.00003797   -1 21 59.9
 HV8387
 HV8387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8387!SPC VA N     -   0.99998929  x   0.99996154  =   0.99995083
 HV8387!SPC MD       -   0.99998929  x   0.99995004  =   0.99993933
 HV8387!UTM  18      -   0.99998929  x   1.00003797  =   1.00002726
 HV8387
 HV8387                          SUPERSEDED SURVEY CONTROL
 HV8387
 HV8387  NAD 83(1993)-  38 54 42.31011(N)    077 10 30.38467(W) AD(       ) 2
 HV8387  NAD 83(1986)-  38 54 42.31013(N)    077 10 30.39413(W) AD(       ) 2
 HV8387  NGVD 29 (01/12/90)  100.3    (m)          329.     (f) VERT ANG       
 HV8387
 HV8387.Superseded values are not recommended for survey control.
 HV8387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8387.See file dsdata.txt to determine how the superseded data were derived.
 HV8387
 HV8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1141009233(NAD 83)
 HV8387_MARKER: DD = SURVEY DISK
 HV8387_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8387_SP_SET: IRREGULAR CONCRETE MASS
 HV8387_STAMPING: DEVON 1969
 HV8387_MARK LOGO: VA-059
 HV8387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8387+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 HV8387
 HV8387  HISTORY     - Date     Condition        Report By
 HV8387  HISTORY     - 1969     MONUMENTED       VA-059
 HV8387  HISTORY     - 1969     GOOD             VA-059
 HV8387  HISTORY     - 1974     GOOD             VA-059
 HV8387  HISTORY     - 19920120 GOOD             MSI
 HV8387  HISTORY     - 20020823 GOOD             INDIV
 HV8387
 HV8387                          STATION DESCRIPTION
 HV8387
 HV8387'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8387'STATION IS 1.9 MILES NORTH OF FALLS CHURCH POST OFFICE ON PROPERTY OF
 HV8387'THE WESTMORLAND BAPTIST CHURCH.
 HV8387'
 HV8387'FROM CAPITOL BELTWAY INTERCHANGE NUMBER 10(ROUTES 495 AND 7) PROCEED
 HV8387'SOUTHEAST ON LEESBURG PIKE, ROUTE 7, 1.3 MILES TO INTERSECTION
 HV8387'IDLYWOOD ROAD, ROUTE 695. LEFT (NORTHEAST) ON SAME 1.1 MILES TO
 HV8387'INTERSECTION GREAT FALLS STREET, ROUTE 694.  RIGHT (SOUTH SOUTHEAST)
 HV8387'ON SAME 0.2 MILES TO INTERSECTION KIRBY ROAD, ROUTE 695. LEFT
 HV8387'(NORTHEAST) ON SAME 0.5 MILES TO CHURCH AND STATION ON LEFT,
 HV8387'APPROXIMATELY 550 FEET WEST OF WESTMORLAND ROAD ALONG KIRBY ROAD, 29
 HV8387'FEET NORTHWEST OF THE SOUTHWEST PARKING LOT CORNER FOR THE CHURCH,
 HV8387'14.1 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, SET IN A CONCRETE
 HV8387'MASS.
 HV8387'
 HV8387'STATION IS STANDARD DISK STAMPED---DEVON 1969---.
 HV8387
 HV8387                          STATION RECOVERY (1969)
 HV8387
 HV8387'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8387'RECOVERED IN GOOD CONDITION.
 HV8387
 HV8387                          STATION RECOVERY (1974)
 HV8387
 HV8387'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8387'THE STATION WAS RECOVERED AS PER THE ORIGINAL DESCRIPTION IN GOOD
 HV8387'CONDITION.
 HV8387
 HV8387                          STATION RECOVERY (1992)
 HV8387
 HV8387'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8387'STATION IS 1.9 MILES (3.1 KM) NORTH OF FALLS CHURCH POST OFFICE ON
 HV8387'PROPERTY OF THE WESTMORLAND BAPTIST CHURCH.  FROM CAPITOL BELTWAY
 HV8387'INTERCHANGE NUMBER 10 (ROUTES 495 AND 7) PROCEED SOUTHEAST ON
 HV8387'LEESBURG PIKE, ROUTE 7, 1.3 MILES (2.1 KM) TO INTERSECTION IDLYWOOD
 HV8387'ROAD, ROUTE 695.  LEFT (NORTHEAST) ON SAME 1.1 MILES (1.8 KM) TO
 HV8387'INTERSECTION GREAT FALLS STREET, ROUTE 694.  RIGHT (SOUTH SOUTHEAST)
 HV8387'ON SAME 0.2 MILES (0.3 KM) TO INTERSECTION KIRBY ROAD, ROUTE 695.
 HV8387'LEFT (NORTHEAST) ON SAME 0.5 MILES (0.8 KM) TO CHURCH AND STATION ON
 HV8387'LEFT, APPROXIMATELY 550 FEET (167.6 M) WEST OF WESTMORLAND ROAD ALONG
 HV8387'KIRBY ROAD, 29 FEET (8.8 M) NORTHWEST OF THE SOUTHWEST PARKING LOT
 HV8387'CORNER FOR THE CHURCH, 14.1 FEET (4.3 M) NORTH OF THE NORTH EDGE OF A
 HV8387'SIDEWALK, SET IN A CONCRETE MASS.
 HV8387
 HV8387                          STATION RECOVERY (2002)
 HV8387
 HV8387'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV8387'CHRUCH, WHICH IS NOW KNOWN AS WESTMORELAND COMMUNITY CHURCH, IS
 HV8387'LOCATED AT 1988 KIRBY ROAD. STATION IS LOCATED UP A SMALL RISE ABOUT 3
 HV8387'FEET ABOVE SIDEWALK LEVEL AND IN AN UNKEMPT AREA AND IS MARKED BY TWO
 HV8387'WOODEN STAKES AND A TREE WITH BLAZE ORANGE SURVEYOR TAPE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8388 ***********************************************************************
 HV8388  DESIGNATION -  DEVON 1
 HV8388  PID         -  HV8388
 HV8388  STATE/COUNTY-  VA/FAIRFAX
 HV8388  USGS QUAD   -  FALLS CHURCH (1994)
 HV8388
 HV8388                         *CURRENT SURVEY CONTROL
 HV8388  ___________________________________________________________________
 HV8388* NAD 83(1993)-  38 54 42.33920(N)    077 10 22.64514(W)     ADJUSTED  
 HV8388* NAVD 88     -        97.5    (meters)     320.     (feet)  VERTCON   
 HV8388  ___________________________________________________________________
 HV8388  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV8388  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV8388
 HV8388  HORZ ORDER  -  SECOND
 HV8388
 HV8388.The horizontal coordinates were established by classical geodetic methods
 HV8388.and adjusted by the National Geodetic Survey in November 1994..
 HV8388
 HV8388.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8388
 HV8388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8388
 HV8388.The geoid height was determined by GEOID03.
 HV8388
 HV8388;                    North         East     Units Scale Factor Converg.
 HV8388;SPC VA N     - 2,139,037.582 3,615,091.176   MT  0.99996154   +0 49 41.6
 HV8388;SPC VA N     - 7,017,825.80 11,860,511.63   sFT  0.99996154   +0 49 41.6
 HV8388;SPC MD       -   138,225.066   384,999.525   MT  0.99995004   -0 06 30.8
 HV8388;SPC MD       -   453,493.40  1,263,119.27   sFT  0.99995004   -0 06 30.8
 HV8388;UTM  18      - 4,309,229.312   311,596.733   MT  1.00003710   -1 21 55.0
 HV8388
 HV8388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8388!SPC VA N     -   0.99998970  x   0.99996154  =   0.99995124
 HV8388!SPC MD       -   0.99998970  x   0.99995004  =   0.99993974
 HV8388!UTM  18      -   0.99998970  x   1.00003710  =   1.00002680
 HV8388
 HV8388                          SUPERSEDED SURVEY CONTROL
 HV8388
 HV8388  NAD 83(1993)-  38 54 42.33820(N)    077 10 22.64711(W) AD(       ) 2
 HV8388  NAD 83(1986)-  38 54 42.33821(N)    077 10 22.65655(W) AD(       ) 2
 HV8388  NGVD 29 (01/12/90)   97.7    (m)          321.     (f) VERT ANG       
 HV8388
 HV8388.Superseded values are not recommended for survey control.
 HV8388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8388.See file dsdata.txt to determine how the superseded data were derived.
 HV8388
 HV8388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1159709229(NAD 83)
 HV8388_MARKER: Z = SEE DESCRIPTION
 HV8388_SETTING: 0 = UNSPECIFIED SETTING
 HV8388_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8388
 HV8388  HISTORY     - Date     Condition        Report By
 HV8388  HISTORY     - 1977     MONUMENTED       VA-059
 HV8388
 HV8388                          STATION DESCRIPTION
 HV8388
 HV8388'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8388'THE STATION IS LOCATED ABOUT 1.77 MILES NORTH OF THE CITY OF
 HV8388'FALLSCHURCH, 4.88 MILES EAST NORTHEAST OF THE TOWN OF VIENNA, 2.90
 HV8388'MILES NORTHWEST OF SEVENCORNERS SEE FAIRFAX COUNTY TAX MAP 40-2.
 HV8388'
 HV8388'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPARTMENT
 HV8388'COMPANY 1 PROCEED IN A WESTERLY DIRECTION ON CHAIN BRIDGE ROAD,
 HV8388'ROUTE 123, FOR 0.4 MILES TO THE INTERSECTION WITH WESTMORELAND STREET
 HV8388'ON THE LEFT. TURN LEFT ON WESTMORELAND STREET AND PROCEED IN A
 HV8388'SOUTHERLY DIRECTION FOR 1.45 MILES THRU THE INTERSECTION OF KIRBY
 HV8388'ROAD AND THE STATION IS ON THE LEFT IN AN ASPHALT SIDEWALK.
 HV8388'
 HV8388'THE STATION IS A REINFORCEMENT PIN WITH A YELLOW PLASTIC CAP
 HV8388'STAMPED---FAIRFAX CO DPW SUR--- LOCATED 27 FEET S FROM THE CENTERLINE
 HV8388'OF KIRBY ROAD.
 HV8388'
 HV8388'REFERENCE MARK NO. 01 IS A CHISELED CROSS IN THE RIM OF A BELL SYSTEMS
 HV8388'MH LOCATED 15 FEET E FROM THE CENTERLINE OF WESTMORELAND STREET.
 HV8388'
 HV8388'REFERENCE MARK NO. 02 IS A CHISELED CROSS IN A BOLT ON THE TOP OF A
 HV8388'FIRE HYDRANT LOCATED 15 FEET E FROM THE CENTERLINE OF WESTMORELAND
 HV8388'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6615 ***********************************************************************
 DG6615  DESIGNATION -  DEW
 DG6615  PID         -  DG6615
 DG6615  STATE/COUNTY-  VA/SPOTSYLVANIA
 DG6615  USGS QUAD   -  LADYSMITH (1979)
 DG6615
 DG6615                         *CURRENT SURVEY CONTROL
 DG6615  ___________________________________________________________________
 DG6615* NAD 83(1993)-  38 06 26.28212(N)    077 31 46.12438(W)     ADJUSTED  
 DG6615* NAVD 88     -        83.3    (meters)     273.     (feet)  GPS OBS   
 DG6615  ___________________________________________________________________
 DG6615  X           -   1,085,112.447 (meters)                     COMP
 DG6615  Y           -  -4,906,571.333 (meters)                     COMP
 DG6615  Z           -   3,914,853.781 (meters)                     COMP
 DG6615  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG6615  ELLIP HEIGHT-          50.88  (meters)          (07/29/04) GPS OBS
 DG6615  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DG6615
 DG6615  HORZ ORDER  -  FIRST
 DG6615  ELLP ORDER  -  FOURTH    CLASS II
 DG6615
 DG6615.The horizontal coordinates were established by GPS observations
 DG6615.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2004..
 DG6615
 DG6615.The orthometric height was determined by GPS observations and a
 DG6615.high-resolution geoid model.
 DG6615
 DG6615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6615
 DG6615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6615
 DG6615.The ellipsoidal height was determined by GPS observations
 DG6615.and is referenced to NAD 83.
 DG6615
 DG6615.The geoid height was determined by GEOID03.
 DG6615
 DG6615;                    North         East     Units Scale Factor Converg.
 DG6615;SPC VA N     - 2,049,359.331 3,585,116.268   MT  0.99998777   +0 36 20.6
 DG6615;SPC VA N     - 6,723,606.41 11,762,168.96   sFT  0.99998777   +0 36 20.6
 DG6615;UTM  18      - 4,220,742.606   278,225.143   MT  1.00020579   -1 33 42.0
 DG6615
 DG6615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6615!SPC VA N     -   0.99999202  x   0.99998777  =   0.99997979
 DG6615!UTM  18      -   0.99999202  x   1.00020579  =   1.00019780
 DG6615
 DG6615:                Primary Azimuth Mark                     Grid Az
 DG6615:SPC VA N     -  DEW AZ                                   014 49 43.0
 DG6615:UTM  18      -  DEW AZ                                   016 59 45.6
 DG6615
 DG6615|---------------------------------------------------------------------|
 DG6615| PID    Reference Object                     Distance      Geod. Az  |
 DG6615|                                                           dddmmss.s |
 DG6615| DG6616 DEW AZ                              APPROX. 0.6 KM 0152603.6 |
 DG6615|---------------------------------------------------------------------|
 DG6615
 DG6615                          SUPERSEDED SURVEY CONTROL
 DG6615
 DG6615.No superseded survey control is available for this station.
 DG6615
 DG6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7822520743(NAD 83)
 DG6615_MARKER: DD = SURVEY DISK
 DG6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6615_STAMPING: DEW 2004
 DG6615_MARK LOGO: VA-177
 DG6615_PROJECTION: FLUSH
 DG6615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6615+STABILITY: SURFACE MOTION
 DG6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6615+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DG6615
 DG6615  HISTORY     - Date     Condition        Report By
 DG6615  HISTORY     - 20040106 MONUMENTED       GEOMET
 DG6615
 DG6615                          STATION DESCRIPTION
 DG6615
 DG6615'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2004 (KRO)
 DG6615'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DG6615'22.5 KM (14.0 MILES)  SOUTH OF THE CITY OF FREDERICKSBURG AND 11.6 KM
 DG6615'(7.2 MILES) SOUTHEAST OF THE  SPOTSYLVANIA COURTHOUSE.
 DG6615' 
 DG6615'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DG6615'DAVIS HIGHWAY)  AND STATE ROUTE 603 (ARCADIA ROAD) GO NORTH ON US
 DG6615'HIGHWAY 1 FOR 0.2 KM (0.1 MILE) TO THE  STATION ON THE RIGHT.  STATION
 DG6615'DEW IS INTERVISIBLE WITH STATION DEW AZ.
 DG6615' 
 DG6615'THE STATION IS 21.3 METERS (70.0 FEET) SOUTHEAST FROM A HISTORICAL
 DG6615'MARKER NUMBERED E 30,  10.1 METERS (33.0 FEET) WEST FROM THE
 DG6615'CENTERLINE OF US HIGHWAY 1, 9.4 METERS (31.0 FEET)  NORTH FROM A
 DG6615'TELEPHONE PEDESTAL, 9.4 METERS (31.0 FEET) SOUTH FROM THE CENTERLINE
 DG6615'OF  DEW LANE, 4.6 METERS (15.0 FEET) NORTH FROM A MAIL BOX NUMBERED
 DG6615'5505, 2.6 METERS (8.5 FEET)  NORTH FROM A UTILITY POLE NUMBERED
 DG6615'417-18-435-125, 0.8 METER (2.6 FEET) SOUTH FROM A DEW  LANE SIGN, AND
 DG6615'0.3 METER (1.0 FOOT) EAST  FROM A SPOTSYLVANIA COUNTY WITNESS POST.
 DG6615'THE  STATION IS A STANDARD SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY
 DG6615'DISK SET INTO A POURED IN  PLACE CONCRETE MONUMENT 10 INCHES IN
 DG6615'DIAMETER, FLUSH WITH THE GROUND SURFACE AND  STAMPED DEW 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5316 ***********************************************************************
 GV5316  DESIGNATION -  DEW 1910
 GV5316  PID         -  GV5316
 GV5316  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5316  USGS QUAD   -  CHARLES CITY (1987)
 GV5316
 GV5316                         *CURRENT SURVEY CONTROL
 GV5316  ___________________________________________________________________
 GV5316* NAD 83(1993)-  37 17 34.20015(N)    077 05 23.68697(W)     ADJUSTED  
 GV5316* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5316  ___________________________________________________________________
 GV5316  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 GV5316  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GV5316
 GV5316  HORZ ORDER  -  THIRD
 GV5316
 GV5316.The horizontal coordinates were established by classical geodetic methods
 GV5316.and adjusted by the National Geodetic Survey in September 1995..
 GV5316
 GV5316.The orthometric height was scaled from a topographic map.
 GV5316
 GV5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5316
 GV5316.The geoid height was determined by GEOID03.
 GV5316
 GV5316;                    North         East     Units Scale Factor Converg.
 GV5316;SPC VA S     - 1,107,413.786 3,625,019.856   MT  0.99994625   +0 51 20.9
 GV5316;SPC VA S     - 3,633,240.06 11,893,085.98   sFT  0.99994625   +0 51 20.9
 GV5316;UTM  18      - 4,129,405.669   314,752.267   MT  1.00002274   -1 15 59.8
 GV5316
 GV5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5316!SPC VA S     -   1.00000523  x   0.99994625  =   0.99995148
 GV5316!UTM  18      -   1.00000523  x   1.00002274  =   1.00002797
 GV5316
 GV5316                          SUPERSEDED SURVEY CONTROL
 GV5316
 GV5316  NAD 83(1993)-  37 17 34.20170(N)    077 05 23.68783(W) AD(       ) 3
 GV5316  NAD 83(1986)-  37 17 34.20481(N)    077 05 23.70516(W) AD(       ) 3
 GV5316  NAD 27      -  37 17 33.67100(N)    077 05 24.81100(W) AD(       ) 3
 GV5316
 GV5316.Superseded values are not recommended for survey control.
 GV5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5316.See file dsdata.txt to determine how the superseded data were derived.
 GV5316
 GV5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1475229406(NAD 83)
 GV5316_MARKER: V = STONE MONUMENT
 GV5316_SETTING: 0 = UNSPECIFIED SETTING
 GV5316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5316
 GV5316  HISTORY     - Date     Condition        Report By
 GV5316  HISTORY     - 1910     MONUMENTED       CGS
 GV5316  HISTORY     - 1938     GOOD             CGS
 GV5316  HISTORY     - 1942     GOOD             CGS
 GV5316  HISTORY     - 1948     POOR             CGS
 GV5316  HISTORY     - 19980418 GOOD             USPSQD
 GV5316  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5316
 GV5316                          STATION DESCRIPTION
 GV5316
 GV5316'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5316'STATION DEW IS AN OLD MONUMENT OF GRANITE, I.E. A POST 5-INCHES
 GV5316'BY 5-INCHES BY 24-INCHES WITH A HOLE IN CENTER OF TOP, STANDING
 GV5316'8 INCHES ABOVE GROUND, DIRECTLY OPPOSITE OR SLIGHTLY ABOVE
 GV5316'WAYANOAK WHARF HOUSE ON A MOST PROMINENT POINT OF MARSH,
 GV5316'BUILT OUT UNDER THE INFLUENCE OF A VERY LARGE CYPRESS AND
 GV5316'ITS KNEES.  STUMP NOW STANDS AT OUTER PART OF POINT, IN WATER
 GV5316'AT HIGH TIDE.  STONE IS UP TO A VERY HIGH TIDE LEVEL ONLY.
 GV5316'
 GV5316'THREE GOOD REFERENCE MARKS ARE MADE ON TREES BY TRIANGLES
 GV5316'CUT THROUGH THE BARK, ABOUT 1 FOOT ON A SIDE, AND THE POINT IS
 GV5316'MARKED BY THE HEAD OF A NAIL DRIVEN TO THE SURFACE.
 GV5316'
 GV5316'REFERENCE MARK NO. 1 IS ON A 3 FOOT CYPRESS, DISTANT 19.912
 GV5316'METERS ON A LINE 212 DEG 03 MIN 16.9 SEC TO RIGHT OF STATION
 GV5316'WIND.  REFERENCE MARK NO. 2 IS ON 2 FOOT CYPRESS, DISTANT
 GV5316'14.623 METERS ON A LINE 276 DEG 35 MIN 16.9 SEC TO RIGHT OF
 GV5316'STATION WIND.  REFERENCE MARK NO. 3 IS ON A ONE FOOT MAPLE
 GV5316'DISTANT 22.581 METERS ON A LINE 310 DEG 35 MIN 18.1 SEC TO RIGHT
 GV5316'OF STATION WIND.
 GV5316
 GV5316                          STATION RECOVERY (1938)
 GV5316
 GV5316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5316'STATION CAN BE READILY RECOVERED FROM THE ORIGINAL DESCRIPTION.
 GV5316'THE MARK NOW PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE AND
 GV5316'3 FEET INSHORE FROM THE EDGE OF THE FIRM GROUND ABOUT THE
 GV5316'CYPRESS KNEES.  THIS STATION IS DESIGNATED AS J.C.P. BY THE
 GV5316'U.S.E.D. IN THEIR TRIANGULATION NETWORK IN THIS AREA.  THEY
 GV5316'HAVE BLAZED FOUR ADDITIONAL TREES WITH TRIANGULAR BLAZES IN
 GV5316'THE VICINITY OF THE STATION, A 6-INCH HOLLY TREE, DISTANT 23.9
 GV5316'FEET, A 20-INCH CYPRESS, DISTANT 20.7 FEET, A 12-INCH CYPRESS,
 GV5316'DISTANT 22.5 FEET.  ALL BLAZES ARE ON THE SIDE OF THE TREE
 GV5316'NEAREST THE STATION.  THIS STATION WAS NOT OCCUPIED IN 1938.
 GV5316
 GV5316                          STATION RECOVERY (1942)
 GV5316
 GV5316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5316'1910 DESCRIPTION ADEQUATE.
 GV5316
 GV5316                          STATION RECOVERY (1948)
 GV5316
 GV5316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5316'STATION WAS RECOVERED AS DESCRIBED BY H.E.F. IN 1938.  THE
 GV5316'STATION MARK IS IN POOR CONDITION.  STATION MARK APPEARS TO BE
 GV5316'IN ITS ORIGINAL LOCATION BUT IT IS LOOSE AND IS NOW IN THE EDGE
 GV5316'OF THE WATER.  THE STATION MAY BE LOST IN THE NEAR FUTURE DUE
 GV5316'TO EROSION.  A NUMBER OF THE OLD TRIANGULAR BLAZES WERE
 GV5316'FOUND BUT THE DISTANCES TO THEM WERE NOT CHECKED.
 GV5316
 GV5316                          STATION RECOVERY (1998)
 GV5316
 GV5316'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5316'RECOVERED IN GOOD CONDITION.
 GV5316
 GV5316                          STATION RECOVERY (2003)
 GV5316
 GV5316'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6616 ***********************************************************************
 DG6616  DESIGNATION -  DEW AZ
 DG6616  PID         -  DG6616
 DG6616  STATE/COUNTY-  VA/SPOTSYLVANIA
 DG6616  USGS QUAD   -  LADYSMITH (1979)
 DG6616
 DG6616                         *CURRENT SURVEY CONTROL
 DG6616  ___________________________________________________________________
 DG6616* NAD 83(1993)-  38 06 43.55449(N)    077 31 40.08865(W)     ADJUSTED  
 DG6616* NAVD 88     -        78.63   (meters)     258.0    (feet)  LEVELING  
 DG6616  ___________________________________________________________________
 DG6616  X           -   1,085,184.247 (meters)                     COMP
 DG6616  Y           -  -4,906,215.074 (meters)                     COMP
 DG6616  Z           -   3,915,269.941 (meters)                     COMP
 DG6616  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG6616  ELLIP HEIGHT-          46.22  (meters)          (07/29/04) GPS OBS
 DG6616  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DG6616
 DG6616  HORZ ORDER  -  FIRST
 DG6616  VERT ORDER  -  THIRD ?
 DG6616  ELLP ORDER  -  FOURTH    CLASS II
 DG6616
 DG6616.The horizontal coordinates were established by GPS observations
 DG6616.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2004..
 DG6616
 DG6616.The orthometric height was determined by differential leveling.
 DG6616.The vertical network tie was performed by a horz. field party for horz.
 DG6616.obs reductions. Reset procedures were used to establish the elevation.
 DG6616
 DG6616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6616
 DG6616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6616
 DG6616.The ellipsoidal height was determined by GPS observations
 DG6616.and is referenced to NAD 83.
 DG6616
 DG6616.The geoid height was determined by GEOID03.
 DG6616
 DG6616;                    North         East     Units Scale Factor Converg.
 DG6616;SPC VA N     - 2,049,893.408 3,585,257.663   MT  0.99998703   +0 36 24.4
 DG6616;SPC VA N     - 6,725,358.62 11,762,632.85   sFT  0.99998703   +0 36 24.4
 DG6616;UTM  18      - 4,221,271.068   278,386.671   MT  1.00020491   -1 33 38.9
 DG6616
 DG6616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6616!SPC VA N     -   0.99999275  x   0.99998703  =   0.99997978
 DG6616!UTM  18      -   0.99999275  x   1.00020491  =   1.00019766
 DG6616
 DG6616:                Primary Azimuth Mark                     Grid Az
 DG6616:SPC VA N     -  DEW                                      194 49 43.0
 DG6616:UTM  18      -  DEW                                      196 59 46.3
 DG6616
 DG6616|---------------------------------------------------------------------|
 DG6616| PID    Reference Object                     Distance      Geod. Az  |
 DG6616|                                                           dddmmss.s |
 DG6616| DG6615 DEW                                 APPROX. 0.6 KM 1952607.4 |
 DG6616|---------------------------------------------------------------------|
 DG6616
 DG6616                          SUPERSEDED SURVEY CONTROL
 DG6616
 DG6616.No superseded survey control is available for this station.
 DG6616
 DG6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7838721271(NAD 83)
 DG6616_MARKER: DD = SURVEY DISK
 DG6616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6616_STAMPING: DEW AZ 2004
 DG6616_MARK LOGO: VA-177
 DG6616_PROJECTION: FLUSH
 DG6616_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG6616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6616+STABILITY: SURFACE MOTION
 DG6616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6616+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DG6616
 DG6616  HISTORY     - Date     Condition        Report By
 DG6616  HISTORY     - 20040106 MONUMENTED       GEOMET
 DG6616
 DG6616                          STATION DESCRIPTION
 DG6616
 DG6616'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2004 (KRO)
 DG6616'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DG6616'21.7 KM (13.5 MILES)  SOUTH OF THE CITY OF FREDERICKSBURG AND 11.3 KM
 DG6616'(7.0 MILES) SOUTHEAST OF THE  SPOTSYLVANIA COURTHOUSE.
 DG6616' 
 DG6616'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DG6616'DAVIS HIGHWAY)  AND STATE ROUTE 603 (ARCADIA ROAD) GO NORTH ON US
 DG6616'HIGHWAY 1 FOR 0.6 KM (0.4 MILE) TO THE STATION ON THE LEFT.  STATION
 DG6616'DEW AZ  IS INTERVISIBLE WITH STATION DEW.
 DG6616' 
 DG6616'THE STATION IS 85.0 METERS (279.0 FEET) NORTH FROM THE CENTERLINE OF
 DG6616'BEAR LANE, 74.7  METERS (245.0 FEET) NORTHEAST FROM A MAIL BOX
 DG6616'NUMBERED 5635 IVA LANE, 44.8 METERS (147.0  FEET) SOUTHWEST FROM A
 DG6616'UTILITY POLE NUMBERED 417-18-398-315, 41.5 METERS (136.0 FEET)
 DG6616'NORTHEAST FROM A UTILITY POLE NUMBERED 417-18-385-289, 31.7 METERS
 DG6616'(104.0 FEET) NORTHEAST  FROM A TELEPHONE PEDESTAL NUMBERED 8-7, 11.9
 DG6616'METERS (39.0 FEET) WEST FROM THE  CENTERLINE OF US HIGHWAY 1, 0.5
 DG6616'METER (1.7 FEET) SOUTHEAST FROM A FENCE, AND 0.3 METER (1.0  FOOT)
 DG6616'SOUTHEAST  FROM A SPOTSYLVANIA COUNTY WITNESS POST.  THE STATION IS A
 DG6616'STANDARD   SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DG6616'POURED IN PLACE CONCRETE  MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH
 DG6616'THE GROUND SURFACE AND STAMPED DEW AZ  2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2346 ***********************************************************************
 GV2346  DESIGNATION -  DEWITT
 GV2346  PID         -  GV2346
 GV2346  STATE/COUNTY-  VA/DINWIDDIE
 GV2346  USGS QUAD   -  DINWIDDIE (1979)
 GV2346
 GV2346                         *CURRENT SURVEY CONTROL
 GV2346  ___________________________________________________________________
 GV2346* NAD 83(1993)-  37 01 56.47429(N)    077 37 18.22158(W)     ADJUSTED  
 GV2346* NAVD 88     -        92.493  (meters)     303.45   (feet)  ADJUSTED  
 GV2346  ___________________________________________________________________
 GV2346  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 GV2346  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV2346  DYNAMIC HT  -          92.424 (meters)     303.23  (feet)  COMP
 GV2346  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 GV2346
 GV2346  HORZ ORDER  -  FIRST
 GV2346  VERT ORDER  -  SECOND    CLASS 0
 GV2346
 GV2346.The horizontal coordinates were established by classical geodetic methods
 GV2346.and adjusted by the National Geodetic Survey in September 1995..
 GV2346
 GV2346.The orthometric height was determined by differential leveling
 GV2346.and adjusted by the National Geodetic Survey in June 1991..
 GV2346
 GV2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2346
 GV2346.The geoid height was determined by GEOID03.
 GV2346
 GV2346.The dynamic height is computed by dividing the NAVD 88
 GV2346.geopotential number by the normal gravity value computed on the
 GV2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2346.degrees latitude (g = 980.6199 gals.).
 GV2346
 GV2346.The modeled gravity was interpolated from observed gravity values.
 GV2346
 GV2346;                    North         East     Units Scale Factor Converg.
 GV2346;SPC VA S     - 1,077,936.736 3,578,139.239   MT  0.99996241   +0 31 59.0
 GV2346;SPC VA S     - 3,536,530.77 11,739,278.49   sFT  0.99996241   +0 31 59.0
 GV2346;UTM  18      - 4,101,676.030   266,805.263   MT  1.00026995   -1 34 46.9
 GV2346
 GV2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2346!SPC VA S     -   0.99999070  x   0.99996241  =   0.99995312
 GV2346!UTM  18      -   0.99999070  x   1.00026995  =   1.00026065
 GV2346
 GV2346|---------------------------------------------------------------------|
 GV2346| PID    Reference Object                     Distance      Geod. Az  |
 GV2346|                                                           dddmmss.s |
 GV2346| DC5278 DEWITT RM 4                                        03938     |
 GV2346| DC5275 DEWITT RM 1                          53.291 METERS 14633     |
 GV2346| FX4327 MC KENNEY CITY WATER TANK           APPROX.10.3 KM 2403440.5 |
 GV2346| DC5276 DEWITT RM 2                          40.636 METERS 26543     |
 GV2346| GV5654 AIRWAY BCN 3 WHITE LIGHT            APPROX. 2.7 KM 2802538.2 |
 GV2346| GV5655 DEWITT LOOKOUT TOWER                APPROX. 1.9 KM 3034031.4 |
 GV2346| DC5277 DEWITT RM 3 AZIMUTH                                3061822.9 |
 GV2346|---------------------------------------------------------------------|
 GV2346
 GV2346                          SUPERSEDED SURVEY CONTROL
 GV2346
 GV2346  NAD 83(1993)-  37 01 56.47297(N)    077 37 18.21719(W) AD(       ) 1
 GV2346  NAD 83(1986)-  37 01 56.48161(N)    077 37 18.23764(W) AD(       ) 1
 GV2346  NAD 27      -  37 01 55.94000(N)    077 37 19.27600(W) AD(       ) 1
 GV2346  NGVD 29 (??/??/??)   92.819  (m)          304.52   (f) ADJUSTED    2 0
 GV2346
 GV2346.Superseded values are not recommended for survey control.
 GV2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2346.See file dsdata.txt to determine how the superseded data were derived.
 GV2346
 GV2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6680501676(NAD 83)
 GV2346_MARKER: DS = TRIANGULATION STATION DISK
 GV2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2346_STAMPING: DEWITT 1933
 GV2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2346+STABILITY: SURFACE MOTION
 GV2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2346+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 GV2346
 GV2346  HISTORY     - Date     Condition        Report By
 GV2346  HISTORY     - 1933     MONUMENTED       CGS
 GV2346  HISTORY     - 1942     GOOD             CGS
 GV2346  HISTORY     - 1959     GOOD             CGS
 GV2346  HISTORY     - 1960     GOOD             CGS
 GV2346  HISTORY     - 1961     GOOD             CGS
 GV2346  HISTORY     - 1961     GOOD             CGS
 GV2346  HISTORY     - 19950311 GOOD             USPSQD
 GV2346  HISTORY     - 19990831 GOOD             DEWDAV
 GV2346  HISTORY     - 20010331 GOOD             NGS
 GV2346  HISTORY     - 20060114 GOOD             USPSQD
 GV2346
 GV2346                          STATION DESCRIPTION
 GV2346
 GV2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 GV2346'THE STATION IS ABOUT 4 MILES SW OF DINWIDDIE COURTHOUSE AND 1
 GV2346'MILE SE OF DEWITT SIDING, ON LAND OWNED BY VERNIS LACY (COLORED).
 GV2346'
 GV2346'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV2346'BRONZE DISKS SET IN CONCRETE.
 GV2346'
 GV2346'REFERENCE MARK NO. 1 IS 5 PACES S OF CENTER LINE OF ROAD, 5
 GV2346'PACES WNW OF WIRE FENCE CORNER, AND 33 FEET S OF 24-INCH WHITE
 GV2346'OAK.
 GV2346'
 GV2346'REFERENCE MARK NO. 2 IS 15 PACES S OF CENTER LINE OF ROAD, 16
 GV2346'PACES NE OF NE CORNER OF SMALL HOUSE, 4 PACES E OF E SIDE
 GV2346'OF HOUSE (LINE EXTENDED), AND 10 PACES ENE OF 30-INCH OAK.
 GV2346'
 GV2346'REFERENCE MARK NO. 3 IS IN S EDGE OF CULTIVATED FIELD THAT
 GV2346'CONTAINS SEVERAL OUTCROPPING ROCKS, 9 PACES N OF CENTER LINE OF
 GV2346'ROAD, 4 FEET N OF DRAINAGE DITCH OF ROAD, 3 PACES S OF OUTCROPPING
 GV2346'ROCK THAT IS ABOUT 8 BY 9 FEET IN SIZE.
 GV2346'
 GV2346'TO REACH FROM DEWITT, A SMALL TOWN ON U.S. HIGHWAY 1 ABOUT
 GV2346'18 MILES S OF PETERSBURG AND 4 MILES S OF DINWIDDIE, TAKE MAIN
 GV2346'DIRT ROAD LEADING E AT DEWITT POST OFFICE 0.2 MILE AND KEEP
 GV2346'STRAIGHT AHEAD AT CROSSROADS.  CONTINUE 1.1 MILES TO STATION.
 GV2346'THE STATION IS 34 PACES E OF E SIDE OF SMALL HOUSE (LINE
 GV2346'EXTENDED) ON RIGHT SIDE (S) OF ROAD, IN BRUSHY WOODS ON LEFT OF
 GV2346'ROAD, 39 FEET N OF CENTER LINE OF ROAD, 33 FEET ESE OF
 GV2346'18-INCH BLAZED HICKORY, AND 29 FEET NW OF 18-INCH PINE.
 GV2346'
 GV2346'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GV2346
 GV2346                          STATION RECOVERY (1942)
 GV2346
 GV2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV2346'THE STATION AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 GV2346'CONDITION.  FOLLOWING IS AN ADDITION TO THE DESCRIPTION--
 GV2346'
 GV2346'THE STATION IS LOCATED ABOUT 4 MILES SW OF DINWIDDIE, AND 1
 GV2346'MILE SE OF DEWITT, ON PROPERTY OWNED BY VERNIS LACY.  IT IS
 GV2346'37.5 FEET E OF THE CENTER OF THE DIRT ROAD, AND IN THE W EDGE
 GV2346'OF THE WOODS.  THE DISK IS STAMPED DEWITT 1933, AND PROJECTS 6
 GV2346'INCHES.
 GV2346'
 GV2346'REFERENCE MARK NO. 1 IS SE OF THE STATION, 18 FEET W OF THE
 GV2346'CENTER OF THE DIRT ROAD, AND IN THE SE CORNER OF A CULTIVATED
 GV2346'FIELD.  THE DISK IS STAMPED DEWITT NO. 1, 1933, AND PROJECTS 4
 GV2346'INCHES.
 GV2346'
 GV2346'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 50 FEET W OF THE
 GV2346'CENTER OF THE DIRT ROAD, AND 40 FEET E OF A SMALL NEGRO SHACK.
 GV2346'THE DISK IS STAMPED DEWITT NO. 2, 1933 AND PROJECTS 6 INCHES.
 GV2346'
 GV2346'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS W OF THE STATION 0.2
 GV2346'MILE, IN THE W EDGE OF A CULTIVATED FIELD THAT CONTAINS
 GV2346'SEVERAL OUTCROPPING ROCKS.  IT IS 21 FEET E OF THE CENTER OF THE
 GV2346'DIRT ROAD.  THE DISK IS STAMPED DEWITT NO. 3, 1933 AND PROJECTS
 GV2346'4 INCHES.  TO REACH FROM THE STATION, GO NW 0.2 MILE TO THE MARK
 GV2346'ON THE RIGHT.
 GV2346'
 GV2346'STATION IS REACHED FROM THE POST OFFICE IN DEWITT BY GOING E
 GV2346'ON MAIN ROAD FOR 0.2 MILE TO A T-ROAD RIGHT, CONTINUE STRAIGHT
 GV2346'AHEAD ON DIRT ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT.
 GV2346'
 GV2346'NOTE.--A 113-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 GV2346
 GV2346                          STATION RECOVERY (1959)
 GV2346
 GV2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV2346'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AND FOUND IN GOOD
 GV2346'CONDITION.  R.M. 3 (AZIMUTH MARK) HAS BEEN DESTROYED.  A NEW
 GV2346'DESCRIPTION FOR THE MARKS FOLLOWS.
 GV2346'
 GV2346'STATION, STAMPED DEWITT 1933, PROJECTS ABOUT 3 INCHES.  IT IS
 GV2346'2.0 FEET NORTH-NORTHWEST OF A C AND GS SIGN, 18 FEET EAST OF
 GV2346'A POWER POLE, 21 FEET WEST OF A TRIANGULAR BLAZED TREE, 37
 GV2346'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 24 FEET
 GV2346'SOUTH OF A TRIANGULAR BLAZED TWIN PINE TREE.
 GV2346'
 GV2346'R.M. 1, STAMPED DEWITT NO 1 1933, PROJECTS ABOUT 4 INCHES.
 GV2346'IT IS 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 69 FEET
 GV2346'SOUTHEAST OF TELEPHONE POLE 18, ABOUT 3 FEET BELOW THE ELEVATION
 GV2346'OF THE STATION AND ON THE NORTHWEST SIDE OF A PLOWED FIELD.
 GV2346'
 GV2346'R.M. 2, STAMPED DEWITT NO 2 1933, PROJECTS ABOUT 6 INCHES.  IT
 GV2346'IS 52 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 55 FEET
 GV2346'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 21 FEET SOUTHWEST
 GV2346'OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE HOUSE, 32
 GV2346'FEET NORTHEAST OF A POWER POLE AND ABOUT 2 FEET BELOW THE
 GV2346'ELEVATION OF THE STATION.
 GV2346'
 GV2346'1959 DISTANCE TO R.M. 1 IS 174.84 FEET.  (53.291 METERS)
 GV2346'
 GV2346'NO DISTANCE TO R.M. 2 WAS TAKEN.  (TELEPHONE POLE IN LINE)
 GV2346'
 GV2346'THE ORIGINAL STATION WAS NOT OCCUPY BECAUSE A POWER LINE IS
 GV2346'DIRECTLY OVER THE STATION MARK.  THE STATION WAS OBSERVED
 GV2346'FROM AN ECCENTRIC POINT.
 GV2346
 GV2346                          STATION RECOVERY (1960)
 GV2346
 GV2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV2346'1.4 MI SE FROM DE WITT.
 GV2346'ABOUT 0.2 MILE EAST ALONG BLACK TOP ROAD 646 FROM THE JUNCTION OF
 GV2346'U.S. HIGHWAY 1 AND THE POST OFFICE AT DE WITT, THENCE ABOUT 1.15
 GV2346'MILES EAST AND SOUTHEAST ALONG BLACK TOP ROAD 650, 49 FEET EAST
 GV2346'OF TOP OF GRADE, 38 FEET NORTHEAST OF CENTER LINE OF ROAD, 17
 GV2346'FEET EAST OF POWER LINE POLE 6-8, 174.8 FEET NORTHWEST OF AND
 GV2346'ACROSS THE ROAD FROM R M 1, 133.3 FEET EAST OF AND ACROSS THE
 GV2346'ROAD FROM R M 2, 1.6 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST,
 GV2346'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A
 GV2346'CONCRETE POST PROJECTIN  4 INCHES.
 GV2346
 GV2346                          STATION RECOVERY (1961)
 GV2346
 GV2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV2346'STATION WAS RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1959
 GV2346'AND MARKS WERE FOUND IN GOOD CONDITION.
 GV2346
 GV2346                          STATION RECOVERY (1961)
 GV2346
 GV2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2346'RECOVERED IN GOOD CONDITION.
 GV2346
 GV2346                          STATION RECOVERY (1995)
 GV2346
 GV2346'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2346'RECOVERED IN GOOD CONDITION.
 GV2346
 GV2346                          STATION RECOVERY (1999)
 GV2346
 GV2346'RECOVERY NOTE BY DEWBERRY DAVIS 1999 (CSW)
 GV2346'RECOVERED IN GOOD CONDITION.
 GV2346
 GV2346                          STATION RECOVERY (2001)
 GV2346
 GV2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2346
 GV2346                          STATION RECOVERY (2006)
 GV2346
 GV2346'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5655 ***********************************************************************
 GV5655  DESIGNATION -  DEWITT LOOKOUT TOWER
 GV5655  PID         -  GV5655
 GV5655  STATE/COUNTY-  VA/DINWIDDIE
 GV5655  USGS QUAD   -  DE WITT (1974)
 GV5655
 GV5655                         *CURRENT SURVEY CONTROL
 GV5655  ___________________________________________________________________
 GV5655* NAD 83(1993)-  37 02 31.32272(N)    077 38 23.47573(W)     ADJUSTED  
 GV5655* NAVD 88     -                                                        
 GV5655  ___________________________________________________________________
 GV5655  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 GV5655  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GV5655
 GV5655  HORZ ORDER  -  THIRD
 GV5655
 GV5655.The horizontal coordinates were established by classical geodetic methods
 GV5655.and adjusted by the National Geodetic Survey in September 1995..
 GV5655
 GV5655
 GV5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5655
 GV5655.The geoid height was determined by GEOID03.
 GV5655
 GV5655;                    North         East     Units Scale Factor Converg.
 GV5655;SPC VA S     - 1,078,996.086 3,576,516.825   MT  0.99996144   +0 31 19.4
 GV5655;SPC VA S     - 3,540,006.33 11,733,955.62   sFT  0.99996144   +0 31 19.4
 GV5655;UTM  18      - 4,102,794.824   265,222.514   MT  1.00027908   -1 35 27.5
 GV5655
 GV5655                          SUPERSEDED SURVEY CONTROL
 GV5655
 GV5655  NAD 83(1986)-  37 02 31.33004(N)    077 38 23.49188(W) AD(       ) 4
 GV5655  NAD 27      -  37 02 30.79100(N)    077 38 24.53000(W) AD(       ) 3
 GV5655
 GV5655.Superseded values are not recommended for survey control.
 GV5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5655.See file dsdata.txt to determine how the superseded data were derived.
 GV5655
 GV5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG6522302795(NAD 83)
 GV5655_MARKER: 57 = LOOKOUT TOWER
 GV5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5655+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 GV5655
 GV5655  HISTORY     - Date     Condition        Report By
 GV5655  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5655  HISTORY     - 1959     GOOD             CGS
 GV5655  HISTORY     - 1961     GOOD             CGS
 GV5655  HISTORY     - 19950311 GOOD             USPSQD
 GV5655  HISTORY     - 20001021 GOOD             USPSQD
 GV5655  HISTORY     - 20040707 GOOD             VALLRG
 GV5655
 GV5655                          STATION DESCRIPTION
 GV5655
 GV5655'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5655'THIS INTERSECTION STATION IS LOCATED ABOUT 3.5 MILES S OF
 GV5655'THE TOWN OF DINWIDDIE AND ABOUT 0.1 MILE N OF THE RAILROAD
 GV5655'STATION IN DEWITT, ABOUT 60 FEET W OF CENTER LINE OF U.S.
 GV5655'HIGHWAY 1 AND 100 FEET E OF RAILROAD TRACKS.  IT IS A 4-LEGGED
 GV5655'STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A GLASS-ENCLOSED
 GV5655'LOOKOUT CABIN ON TOP.
 GV5655'
 GV5655'THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 GV5655
 GV5655                          STATION RECOVERY (1959)
 GV5655
 GV5655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV5655'THE STATION IS LOCATED 0.2 MILE NORTH OF THE TOWN OF DEWITT
 GV5655'ON U.S. HIGHWAY 1.
 GV5655'
 GV5655'IT IS A 4-LEGGED STEEL STRUCTURE WITH A 6 FT X 6 FT WOODEN
 GV5655'BUILDING ON TOP.  IT IS ABOUT 150 FEET IN HEIGHT AND THE
 GV5655'POINT INTERSECTED WAS THE APEX OF THE ROOF.
 GV5655
 GV5655                          STATION RECOVERY (1961)
 GV5655
 GV5655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5655'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GV5655
 GV5655                          STATION RECOVERY (1995)
 GV5655
 GV5655'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5655'RECOVERED IN GOOD CONDITION.
 GV5655
 GV5655                          STATION RECOVERY (2000)
 GV5655
 GV5655'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV5655'RECOVERED IN GOOD CONDITION.
 GV5655
 GV5655                          STATION RECOVERY (2004)
 GV5655
 GV5655'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (PME)
 GV5655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2347 ***********************************************************************
 GV2347  DESIGNATION -  DEWITT RM 1
 GV2347  PID         -  GV2347
 GV2347  STATE/COUNTY-  VA/DINWIDDIE
 GV2347  USGS QUAD   -  DINWIDDIE (1979)
 GV2347
 GV2347                         *CURRENT SURVEY CONTROL
 GV2347  ___________________________________________________________________
 GV2347* NAD 83(1986)-  37 01 57.     (N)    077 37 18.     (W)     SCALED    
 GV2347* NAVD 88     -        90.911  (meters)     298.26   (feet)  POSTED    
 GV2347  ___________________________________________________________________
 GV2347  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV2347  DYNAMIC HT  -          90.840 (meters)     298.03  (feet)  COMP
 GV2347  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 GV2347
 GV2347  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV2347
 GV2347.The horizontal coordinates were scaled from a topographic map and have
 GV2347.an estimated accuracy of +/- 6 seconds.
 GV2347
 GV2347.The orthometric height was determined by differential leveling
 GV2347.and adjusted by the National Geodetic Survey in 1992..
 GV2347.No vertical observational check was made to the station.
 GV2347.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV2347.was located on a no-check spur therefore a value was not computed.
 GV2347
 GV2347.The geoid height was determined by GEOID03.
 GV2347
 GV2347.The dynamic height is computed by dividing the NAVD 88
 GV2347.geopotential number by the normal gravity value computed on the
 GV2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2347.degrees latitude (g = 980.6199 gals.).
 GV2347
 GV2347.The modeled gravity was interpolated from observed gravity values.
 GV2347
 GV2347;                    North         East    Units  Estimated Accuracy
 GV2347;SPC VA S     - 1,077,950.    3,578,150.      MT  (+/- 180 meters Scaled)
 GV2347
 GV2347                          SUPERSEDED SURVEY CONTROL
 GV2347
 GV2347  NGVD 29 (??/??/??)   91.210  (m)          299.24   (f) ADJUSTED    2 0
 GV2347
 GV2347.Superseded values are not recommended for survey control.
 GV2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2347.See file dsdata.txt to determine how the superseded data were derived.
 GV2347
 GV2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG668016(NAD 83)
 GV2347_MARKER: DR = REFERENCE MARK DISK
 GV2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2347_STAMPING: DEWITT NO 1 1933
 GV2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2347+STABILITY: SURFACE MOTION
 GV2347
 GV2347  HISTORY     - Date     Condition        Report By
 GV2347  HISTORY     - 1933     MONUMENTED       CGS
 GV2347  HISTORY     - 1960     GOOD             CGS
 GV2347  HISTORY     - 1961     GOOD             CGS
 GV2347  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 GV2347  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2347
 GV2347                          STATION DESCRIPTION
 GV2347
 GV2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2347'1.4 MI SE FROM DE WITT.
 GV2347'174.8 FEET SOUTHEAST OF AND ACROSS ROAD 650 FROM TRIANGULATION
 GV2347'STATION DEWITT, DESCRIBED, 266 FEET EAST-SOUTHEAST OF RM 2,
 GV2347'168 YARDS SOUTHEAST OF TOP OF GRADE, 19 FEET SOUTHWEST OF CENTER
 GV2347'LINE OF ROAD, 69 FEET SOUTHEAST OF TELEPHONE POLE 18, ABOUT 1
 GV2347'FOOT ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 GV2347'PROJECTING 4 INCHES.
 GV2347
 GV2347                          STATION RECOVERY (1961)
 GV2347
 GV2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2347'RECOVERED IN GOOD CONDITION.
 GV2347
 GV2347                          STATION RECOVERY (1995)
 GV2347
 GV2347'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2347'MARK NOT FOUND.
 GV2347
 GV2347                          STATION RECOVERY (2001)
 GV2347
 GV2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2345 ***********************************************************************
 GV2345  DESIGNATION -  DEWITT RM 2
 GV2345  PID         -  GV2345
 GV2345  STATE/COUNTY-  VA/DINWIDDIE
 GV2345  USGS QUAD   -  DINWIDDIE (1979)
 GV2345
 GV2345                         *CURRENT SURVEY CONTROL
 GV2345  ___________________________________________________________________
 GV2345* NAD 83(1986)-  37 01 57.     (N)    077 37 19.     (W)     SCALED    
 GV2345* NAVD 88     -        92.560  (meters)     303.67   (feet)  ADJUSTED  
 GV2345  ___________________________________________________________________
 GV2345  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV2345  DYNAMIC HT  -          92.491 (meters)     303.45  (feet)  COMP
 GV2345  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 GV2345
 GV2345  VERT ORDER  -  SECOND    CLASS 0
 GV2345
 GV2345.The horizontal coordinates were scaled from a topographic map and have
 GV2345.an estimated accuracy of +/- 6 seconds.
 GV2345
 GV2345.The orthometric height was determined by differential leveling
 GV2345.and adjusted by the National Geodetic Survey in June 1991..
 GV2345
 GV2345.The geoid height was determined by GEOID03.
 GV2345
 GV2345.The dynamic height is computed by dividing the NAVD 88
 GV2345.geopotential number by the normal gravity value computed on the
 GV2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2345.degrees latitude (g = 980.6199 gals.).
 GV2345
 GV2345.The modeled gravity was interpolated from observed gravity values.
 GV2345
 GV2345;                    North         East    Units  Estimated Accuracy
 GV2345;SPC VA S     - 1,077,950.    3,578,120.      MT  (+/- 180 meters Scaled)
 GV2345
 GV2345                          SUPERSEDED SURVEY CONTROL
 GV2345
 GV2345  NGVD 29 (??/??/??)   92.886  (m)          304.74   (f) ADJUSTED    2 0
 GV2345
 GV2345.Superseded values are not recommended for survey control.
 GV2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2345.See file dsdata.txt to determine how the superseded data were derived.
 GV2345
 GV2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG667016(NAD 83)
 GV2345_MARKER: DR = REFERENCE MARK DISK
 GV2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2345_STAMPING: DEWITT NO 2 1933
 GV2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2345+STABILITY: SURFACE MOTION
 GV2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2345+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 GV2345
 GV2345  HISTORY     - Date     Condition        Report By
 GV2345  HISTORY     - 1933     MONUMENTED       CGS
 GV2345  HISTORY     - 1960     GOOD             CGS
 GV2345  HISTORY     - 1961     GOOD             CGS
 GV2345  HISTORY     - 19950311 GOOD             USPSQD
 GV2345  HISTORY     - 20010331 GOOD             NGS
 GV2345  HISTORY     - 20060114 GOOD             USPSQD
 GV2345
 GV2345                          STATION DESCRIPTION
 GV2345
 GV2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2345'1.4 MI SE FROM DE WITT.
 GV2345'133.3 FEET WEST OF TRIANGULATION STATION DEWITT, DESCRIBED, 266
 GV2345'FEET WEST-NORTHWEST OF R M 1, 29 YARDS WEST OF TOP OF GRADE, 53
 GV2345'FEET SOUTHWEST OF THE CENTER LINE OF ROAD 650, 20 FEET SOUTHEAST
 GV2345'OF THE CENTER LINE OF DRIVE LEADING SOUTHWEST TO A SMALL HOUSE,
 GV2345'32 FEET NORTHWEST OF POWER LINE POLE 8/61/2, 55 1/2 FEET EAST
 GV2345'OF THE EAST CORNER OF A SMALL HOUSE, ABOUT 2 FEET ABOVE THE
 GV2345'LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 6
 GV2345'INCHES.
 GV2345
 GV2345                          STATION RECOVERY (1961)
 GV2345
 GV2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2345'RECOVERED IN GOOD CONDITION.
 GV2345
 GV2345                          STATION RECOVERY (1995)
 GV2345
 GV2345'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2345'RECOVERED IN GOOD CONDITION.
 GV2345
 GV2345                          STATION RECOVERY (2001)
 GV2345
 GV2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2345'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2345
 GV2345                          STATION RECOVERY (2006)
 GV2345
 GV2345'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 GV2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0918 ***********************************************************************
 FW0918  DESIGNATION -  DIANE
 FW0918  PID         -  FW0918
 FW0918  STATE/COUNTY-  VA/NORTHAMPTON
 FW0918  USGS QUAD   -  SHIP SHOAL INLET (1979)
 FW0918
 FW0918                         *CURRENT SURVEY CONTROL
 FW0918  ___________________________________________________________________
 FW0918* NAD 83(1993)-  37 11 06.76896(N)    075 49 34.89776(W)     ADJUSTED  
 FW0918* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 FW0918  ___________________________________________________________________
 FW0918  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 FW0918  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 FW0918
 FW0918  HORZ ORDER  -  SECOND
 FW0918
 FW0918.The horizontal coordinates were established by classical geodetic methods
 FW0918.and adjusted by the National Geodetic Survey in September 1995..
 FW0918
 FW0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0918
 FW0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0918
 FW0918.The geoid height was determined by GEOID03.
 FW0918
 FW0918;                    North         East     Units Scale Factor Converg.
 FW0918;SPC VA S     - 1,097,898.274 3,737,363.141   MT  0.99995044   +1 37 21.7
 FW0918;SPC VA S     - 3,602,021.25 12,261,665.57   sFT  0.99995044   +1 37 21.7
 FW0918;UTM  18      - 4,115,738.740   426,651.725   MT  0.99966627   -0 29 58.1
 FW0918
 FW0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0918!SPC VA S     -   1.00000565  x   0.99995044  =   0.99995609
 FW0918!UTM  18      -   1.00000565  x   0.99966627  =   0.99967191
 FW0918
 FW0918|---------------------------------------------------------------------|
 FW0918| PID    Reference Object                     Distance      Geod. Az  |
 FW0918|                                                           dddmmss.s |
 FW0918| DC7230 DIANE RM 1                           16.481 METERS 04340     |
 FW0918| FW0891 BOWDEN                              479.140 METERS 2071943.3 |
 FW0918| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 9.9 KM 2255109.0 |
 FW0918| DC7231 DIANE RM 2                           18.159 METERS 27946     |
 FW0918| FW0972 MOCKHORN ISLAND RANGE TOWER         APPROX. 7.1 KM 2815712.9 |
 FW0918|---------------------------------------------------------------------|
 FW0918
 FW0918                          SUPERSEDED SURVEY CONTROL
 FW0918
 FW0918  NAD 83(1993)-  37 11 06.48053(N)    075 49 34.93545(W) AD(       ) 2
 FW0918  NAD 83(1986)-  37 11 06.77149(N)    075 49 34.93545(W) AD(       ) 2
 FW0918  NAD 27      -  37 11 06.25451(N)    075 49 36.21065(W) AD(       ) 2
 FW0918  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 FW0918
 FW0918.Superseded values are not recommended for survey control.
 FW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0918.See file dsdata.txt to determine how the superseded data were derived.
 FW0918
 FW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2665215739(NAD 83)
 FW0918_MARKER: DS = TRIANGULATION STATION DISK
 FW0918_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0918+WITH SETTING: INFORMATION.
 FW0918_SP_SET: PREFABRICATED CONCRETE POST
 FW0918
 FW0918  HISTORY     - Date     Condition        Report By
 FW0918  HISTORY     - 1968     MONUMENTED       CGS
 FW0918
 FW0918                          STATION DESCRIPTION
 FW0918
 FW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 FW0918'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE MAINLAND ON
 FW0918'THE SOUTH END OF MYRTLE ISLAND, 200 METERS NORTH OF THE
 FW0918'APPROXIMATE CENTER OF LITTLE INLET AND ABOUT HALF WAY BETWEEN
 FW0918'THE LOW TIDE LINE AND THE MARSH AREA.
 FW0918'
 FW0918'THE STATION MARK IS 8 FEET NORTH OF A METAL WITNESS POST.  IT
 FW0918'IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD
 FW0918'PROJECTING 5 INCHES AND IS STAMPED DIANE 1968.
 FW0918'
 FW0918'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A METAL WITNESS POST.  IT
 FW0918'IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD
 FW0918'PROJECTING 5 INCHES AND IS STAMPED DIANE NO 1 1968.
 FW0918'
 FW0918'REFERENCE MARK NO. 2 IS 1.5 FEET NORTH OF A METAL WITNESS
 FW0918'POST.  IT IS A STANDARD DISK CRIMPED TO THE TOP OF A 5/8 INCH
 FW0918'COPPER ROD PROJECTING 6 INCHES AND IS A STAMPED DIANE NO 2 1968.
 FW0918'
 FW0918'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3504 ***********************************************************************
 HW3504  DESIGNATION -  DICE
 HW3504  PID         -  HW3504
 HW3504  STATE/COUNTY-  VA/AUGUSTA
 HW3504  USGS QUAD   -  GREENVILLE (1972)
 HW3504
 HW3504                         *CURRENT SURVEY CONTROL
 HW3504  ___________________________________________________________________
 HW3504* NAD 83(1993)-  38 00 14.70403(N)    079 11 48.50627(W)     ADJUSTED  
 HW3504* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 HW3504  ___________________________________________________________________
 HW3504  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HW3504  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HW3504
 HW3504  HORZ ORDER  -  SECOND
 HW3504
 HW3504.The horizontal coordinates were established by classical geodetic methods
 HW3504.and adjusted by the National Geodetic Survey in November 1994..
 HW3504
 HW3504.The orthometric height was scaled from a topographic map.
 HW3504
 HW3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3504
 HW3504.The geoid height was determined by GEOID03.
 HW3504
 HW3504;                    North         East     Units Scale Factor Converg.
 HW3504;SPC VA N     - 2,037,684.976 3,438,801.359   MT  1.00000529   -0 26 05.6
 HW3504;SPC VA N     - 6,685,304.79 11,282,134.13   sFT  1.00000529   -0 26 05.6
 HW3504;SPC VA S     - 1,185,644.714 3,438,801.220   MT  1.00000704   -0 25 22.5
 HW3504;SPC VA S     - 3,889,902.70 11,282,133.67   sFT  1.00000704   -0 25 22.5
 HW3504;UTM  17      - 4,207,802.353   658,313.104   MT  0.99990869   +1 06 37.8
 HW3504
 HW3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3504!SPC VA N     -   0.99990791  x   1.00000529  =   0.99991320
 HW3504!SPC VA S     -   0.99990791  x   1.00000704  =   0.99991495
 HW3504!UTM  17      -   0.99990791  x   0.99990869  =   0.99981661
 HW3504
 HW3504|---------------------------------------------------------------------|
 HW3504| PID    Reference Object                     Distance      Geod. Az  |
 HW3504|                                                           dddmmss.s |
 HW3504| DC3246 DICE RM 3 AZIMUTH                                  01411     |
 HW3504| DC3244 DICE RM 1                             5.510 METERS 20852     |
 HW3504| GW2168 JUMP                                APPROX.20.4 KM 2521803.1 |
 HW3504| DC3245 DICE RM 2                            11.978 METERS 32225     |
 HW3504|---------------------------------------------------------------------|
 HW3504
 HW3504                          SUPERSEDED SURVEY CONTROL
 HW3504
 HW3504  NAD 83(1986)-  38 00 14.70384(N)    079 11 48.51535(W) AD(       ) 2
 HW3504  NAD 27      -  38 00 14.22800(N)    079 11 49.40200(W) AD(       ) 2
 HW3504
 HW3504.Superseded values are not recommended for survey control.
 HW3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3504.See file dsdata.txt to determine how the superseded data were derived.
 HW3504
 HW3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC5831307802(NAD 83)
 HW3504_MARKER: DD = SURVEY DISK
 HW3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3504
 HW3504  HISTORY     - Date     Condition        Report By
 HW3504  HISTORY     - 1933     MONUMENTED       USGS
 HW3504  HISTORY     - 1963     GOOD             USGS
 HW3504
 HW3504                          STATION DESCRIPTION
 HW3504
 HW3504'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (MAH)
 HW3504'THIS STATION IS ON A SMALL FLAT-TOPPED RIDGE, ON THE PROPERTY
 HW3504'OF A MR. DICE, ABOUT 2-3/4 MILES W OF GREENVILLE, VIRGINIA, AND
 HW3504'3-3/4 MILES S OF MIDDLEBROOK, VIRGINIA.
 HW3504'
 HW3504'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 HW3504'DESCRIBED.  REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 HW3504'BRONZE DISKS SET IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 HW3504'
 HW3504'REFERENCE MARK NO. 1 IS S OF STATION AND ABOUT THE SAME ELEVATION.
 HW3504'
 HW3504'REFERENCE MARK NO. 2 IS NW OF STATION ON A POINT SLIGHTLY HIGHER
 HW3504'THAN STATION.
 HW3504'
 HW3504'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 125 YARDS NE OF
 HW3504'STATION, AND IS A STANDARD BRONZE DISK SET IN A JAGGED ROCK
 HW3504'OUTCROP THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 HW3504'GROUND, AND 30 FEET N OF WIRE FENCE.
 HW3504'
 HW3504'TO REACH FROM GREENVILLE POST OFFICE TAKE U.S. HIGHWAY 11 S
 HW3504'0.85 MILE AND TURN RIGHT ON NARROW GRAVEL ROAD, PROCEED 0.65
 HW3504'MILE TO RAILROAD CROSSING, KEEP MAIN ROAD STRAIGHT AHEAD FOR
 HW3504'1.2 MILES AND TURN LEFT AROUND OLD MILL BUILDING AT T-ROAD
 HW3504'JUNCTION.  PROCEED 0.9 MILE AND TURN RIGHT UP GRADE, CONTINUE
 HW3504'0.6 MILE AND TURN RIGHT THROUGH THE RIGHT HAND OF TWO GATES AND
 HW3504'FOLLOW FARM ROAD 0.45 MILE TO A BARN, TURN RIGHT AROUND BARN
 HW3504'AND CONTINUE ABOUT 0.4 MILE UPHILL TO STATION.  STATION IS A
 HW3504'NEW U.S.G.S. BENCH MARK SET IN A 6-INCH CYLINDRICAL CONCRETE
 HW3504'POST, NEAR THE SW EXTREMITY OF RIDGE AND ABOUT 250 YARDS NE
 HW3504'OF THE HOUSE OF MR. DICE.
 HW3504
 HW3504                          STATION RECOVERY (1963)
 HW3504
 HW3504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HW3504'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6885 ***********************************************************************
 DF6885  DESIGNATION -  DICK
 DF6885  PID         -  DF6885
 DF6885  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6885  USGS QUAD   -  LAKE ANNA EAST (1982)
 DF6885
 DF6885                         *CURRENT SURVEY CONTROL
 DF6885  ___________________________________________________________________
 DF6885* NAD 83(1993)-  38 03 54.44732(N)    077 44 23.88000(W)     ADJUSTED  
 DF6885* NAVD 88     -        91.1    (meters)     299.     (feet)  GPS OBS   
 DF6885  ___________________________________________________________________
 DF6885  X           -   1,067,694.410 (meters)                     COMP
 DF6885  Y           -  -4,913,352.561 (meters)                     COMP
 DF6885  Z           -   3,911,173.865 (meters)                     COMP
 DF6885  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DF6885  ELLIP HEIGHT-          58.73  (meters)          (08/08/03) GPS OBS
 DF6885  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6885
 DF6885  HORZ ORDER  -  FIRST
 DF6885  ELLP ORDER  -  FOURTH    CLASS II
 DF6885
 DF6885.The horizontal coordinates were established by GPS observations
 DF6885.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6885
 DF6885.The orthometric height was determined by GPS observations and a
 DF6885.high-resolution geoid model.
 DF6885
 DF6885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6885
 DF6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6885
 DF6885.The ellipsoidal height was determined by GPS observations
 DF6885.and is referenced to NAD 83.
 DF6885
 DF6885.The geoid height was determined by GEOID03.
 DF6885
 DF6885;                    North         East     Units Scale Factor Converg.
 DF6885;SPC VA N     - 2,044,504.046 3,566,695.395   MT  0.99999454   +0 28 27.7
 DF6885;SPC VA N     - 6,707,677.02 11,701,733.14   sFT  0.99999454   +0 28 27.7
 DF6885;UTM  18      - 4,216,585.883   259,628.966   MT  1.00031166   -1 41 24.6
 DF6885
 DF6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6885!SPC VA N     -   0.99999078  x   0.99999454  =   0.99998532
 DF6885!UTM  18      -   0.99999078  x   1.00031166  =   1.00030244
 DF6885
 DF6885:                Primary Azimuth Mark                     Grid Az
 DF6885:SPC VA N     -  22 AFK                                   336 42 25.7
 DF6885:UTM  18      -  22 AFK                                   338 52 18.0
 DF6885
 DF6885|---------------------------------------------------------------------|
 DF6885| PID    Reference Object                     Distance      Geod. Az  |
 DF6885|                                                           dddmmss.s |
 DF6885| DF6884 22 AFK                              410.407 METERS 3371053.4 |
 DF6885|---------------------------------------------------------------------|
 DF6885
 DF6885                          SUPERSEDED SURVEY CONTROL
 DF6885
 DF6885.No superseded survey control is available for this station.
 DF6885
 DF6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5962916586(NAD 83)
 DF6885_MARKER: DD = SURVEY DISK
 DF6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6885_STAMPING: DICK 2003
 DF6885_MARK LOGO: VA-177
 DF6885_PROJECTION: FLUSH
 DF6885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6885+STABILITY: SURFACE MOTION
 DF6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6885+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6885
 DF6885  HISTORY     - Date     Condition        Report By
 DF6885  HISTORY     - 20030421 MONUMENTED       USGS
 DF6885
 DF6885                          STATION DESCRIPTION
 DF6885
 DF6885'DESCRIBED BY US GEOLOGICAL SURVEY 2003 (DAR)
 DF6885'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6885'THE STATION IS
 DF6885'ABOUT 22 MILES SOUTHWEST OF FREDERICKSBURG, 12 MILES SOUTHWEST OF THE
 DF6885'SPOTSYLVANIA
 DF6885'COUNTY COURTHOUSE AND 23 MILES SOUTHEAST OF ORANGE.
 DF6885' 
 DF6885'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6885'ROAD) AND US
 DF6885'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6885'ROUTE 606 FOR
 DF6885'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6885'ON STATE ROUTE 208
 DF6885'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6885'(BLOCKHOUSE ROAD).  CONTINUE
 DF6885'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6885'INTERSECTION.  TURN LEFT
 DF6885'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6885'STATE ROUTE 602
 DF6885'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6885'SOUTHWESTERLY ON STATE
 DF6885'ROUTE 208 FOR 5.3 KM (3.3 MILES) TO AN INTERSECTION.  TURN LEFT AND GO
 DF6885'SOUTHEASTERLY ON
 DF6885'STATE ROUTE 601 (LEWISTON ROAD) FOR 6.4 KM (3.9 MILES) AND THE STATION
 DF6885'ON THE RIGHT.
 DF6885' 
 DF6885'THE STATION IS 13.4 METERS (43.8 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF6885'350 DEGREES) OF A
 DF6885'FENCE CORNER, 12.8 METERS (42.0 FEET)  NORTHWEST (MAGNETIC BEARING OF
 DF6885'330 DEGREES) OF A
 DF6885'UTILITY POLE WITH THE NUMBER 416-46-292-088, 12.1 METERS (39.6 FEET)
 DF6885'SOUTHEAST (MAGNETIC
 DF6885'BEARING OF 150 DEGREES) OF THE CENTERLINE OF A DRIVEWAY, 9.9 METERS
 DF6885'(32.4 FEET) SOUTHEAST
 DF6885'(MAGNETIC BEARING OF 140 DEGREES) OF ANOTHER FENCE CORNER, 5.5 METERS
 DF6885'(18.0 FEET)
 DF6885'SOUTHWEST (MAGNETIC BEARING OF 240 DEGREES) OF THE CENTERLINE OF
 DF6885'LEWISTON ROAD (STATE
 DF6885'ROUTE 601), 2.3 METERS (7.7 FEET) NORTHEAST (MAGNETIC BEARING OF 60
 DF6885'DEGREES) OF A
 DF6885'SPOTSYLVANIA COUNTY WITNESS POST,  AND 2.1 METERS (7.0 FEET) SOUTHWEST
 DF6885'OF THE EDGE OF
 DF6885'PAVEMENT OF LEWISTON ROAD (STATE ROUTE 601).  STATION DICK IS
 DF6885'INTERVISIBLE WITH STATION 22
 DF6885'AFK.  THE STATION IS A 3-1/2 INCH SPOTSYLVANIA COUNTY, VA,  ALUMINUM
 DF6885'SURVEY DISK SET INTO A
 DF6885'POURED IN PLACE CONCRETE MONUMENT 8 INCHES IN DIAMETER FLUSH WITH THE
 DF6885'GROUND
 DF6885'SURFACE AND STAMPED DICK 2003.
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885' 
 DF6885'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1939 ***********************************************************************
 FZ1939  DESIGNATION -  DICKEY
 FZ1939  PID         -  FZ1939
 FZ1939  STATE/COUNTY-  VA/SMYTH
 FZ1939  USGS QUAD   -  ATKINS (1991)
 FZ1939
 FZ1939                         *CURRENT SURVEY CONTROL
 FZ1939  ___________________________________________________________________
 FZ1939* NAD 83(1993)-  36 45 06.84275(N)    081 25 46.40272(W)     ADJUSTED  
 FZ1939* NAVD 88     -      1112.     (meters)    3648.     (feet)  SCALED    
 FZ1939  ___________________________________________________________________
 FZ1939  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FZ1939  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ1939
 FZ1939  HORZ ORDER  -  SECOND
 FZ1939
 FZ1939.The horizontal coordinates were established by classical geodetic methods
 FZ1939.and adjusted by the National Geodetic Survey in September 1995..
 FZ1939
 FZ1939.The orthometric height was scaled from a topographic map.
 FZ1939
 FZ1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1939
 FZ1939.The geoid height was determined by GEOID03.
 FZ1939
 FZ1939;                    North         East     Units Scale Factor Converg.
 FZ1939;SPC VA S     - 1,050,509.248 3,238,431.793   MT  1.00000271   -1 46 40.9
 FZ1939;SPC VA S     - 3,446,545.76 10,624,754.97   sFT  1.00000271   -1 46 40.9
 FZ1939;UTM  17      - 4,067,436.497   461,655.847   MT  0.99961811   -0 15 25.3
 FZ1939
 FZ1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1939!SPC VA S     -   0.99983037  x   1.00000271  =   0.99983308
 FZ1939!UTM  17      -   0.99983037  x   0.99961811  =   0.99944855
 FZ1939
 FZ1939|---------------------------------------------------------------------|
 FZ1939| PID    Reference Object                     Distance      Geod. Az  |
 FZ1939|                                                           dddmmss.s |
 FZ1939| FZ1938 DICKEY MOUNTAIN FIRE TOWER            6.573 METERS 11458     |
 FZ1939| DC3248 DICKEY RM 1                          10.113 METERS 12125     |
 FZ1939| DC3249 DICKEY RM 2                          10.510 METERS 22316     |
 FZ1939| DC3247 DICKEY AZ MK                                       3442026.7 |
 FZ1939|---------------------------------------------------------------------|
 FZ1939
 FZ1939                          SUPERSEDED SURVEY CONTROL
 FZ1939
 FZ1939  NAD 83(1986)-  36 45 06.85160(N)    081 25 46.40119(W) AD(       ) 2
 FZ1939  NAD 27      -  36 45 06.43105(N)    081 25 46.99474(W) AD(       ) 2
 FZ1939
 FZ1939.Superseded values are not recommended for survey control.
 FZ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1939.See file dsdata.txt to determine how the superseded data were derived.
 FZ1939
 FZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6165667436(NAD 83)
 FZ1939_MARKER: DS = TRIANGULATION STATION DISK
 FZ1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1939
 FZ1939  HISTORY     - Date     Condition        Report By
 FZ1939  HISTORY     - 1934     MONUMENTED       CGS
 FZ1939
 FZ1939                          STATION DESCRIPTION
 FZ1939
 FZ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1939'THIS STATION IS LOCATED ON DICKEYS KNOB, ABOUT 2 MILES SW OF
 FZ1939'SUGAR GROVE.  MARK IS 9.14 FEET W OF NW FOOTING OF FIRE
 FZ1939'TOWER.
 FZ1939'
 FZ1939'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FZ1939'IN CONCRETE.
 FZ1939'
 FZ1939'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD BRONZE
 FZ1939'DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.
 FZ1939'
 FZ1939'REFERENCE MARK NO. 1 IS SE OF STATION, A STANDARD BRONZE
 FZ1939'DISK SET IN THE SE FOOTING OF FIRE TOWER.
 FZ1939'
 FZ1939'REFERENCE MARK NO. 2 IS SW OF STATION AND ABOUT 4 FEET LOWER
 FZ1939'IN ELEVATION.
 FZ1939'
 FZ1939'AZIMUTH MARK IS N OF STATION ON E SIDE OF ROAD TO STATION,
 FZ1939'AND JUST INSIDE FENCE LINE OF I.C. CHOATE PROPERTY.
 FZ1939'
 FZ1939'TO REACH STATION FROM SMYTH COUNTY SCHOOL IN SUGAR GROVE, GO
 FZ1939'W FOR 0.1 MILE TO CHURCH ON LEFT.  TURN RIGHT ON GRAVEL ROAD
 FZ1939'FOR 0.95 MILE.  TAKE T-ROAD LEFT FOR 2 MILES TO STATION.
 FZ1939'
 FZ1939'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3254 ***********************************************************************
 HW3254  DESIGNATION -  DICKEY ERDL
 HW3254  PID         -  HW3254
 HW3254  STATE/COUNTY-  VA/WARREN
 HW3254  USGS QUAD   -  CHESTER GAP (1997)
 HW3254
 HW3254                         *CURRENT SURVEY CONTROL
 HW3254  ___________________________________________________________________
 HW3254* NAD 83(1993)-  38 52 16.32890(N)    078 12 14.94598(W)     ADJUSTED  
 HW3254* NAVD 88     -       591.8    (meters)    1942.     (feet)  VERTCON   
 HW3254  ___________________________________________________________________
 HW3254  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 HW3254  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HW3254
 HW3254  HORZ ORDER  -  SECOND
 HW3254
 HW3254.The horizontal coordinates were established by classical geodetic methods
 HW3254.and adjusted by the National Geodetic Survey in November 1994..
 HW3254
 HW3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3254
 HW3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3254
 HW3254.The geoid height was determined by GEOID03.
 HW3254
 HW3254;                    North         East     Units Scale Factor Converg.
 HW3254;SPC VA N     - 2,133,744.747 3,525,673.557   MT  0.99995816   +0 11 04.7
 HW3254;SPC VA N     - 7,000,460.89 11,567,147.33   sFT  0.99995816   +0 11 04.7
 HW3254;UTM  17      - 4,306,199.544   742,556.356   MT  1.00032453   +1 45 19.6
 HW3254
 HW3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3254!SPC VA N     -   0.99991236  x   0.99995816  =   0.99987052
 HW3254!UTM  17      -   0.99991236  x   1.00032453  =   1.00023686
 HW3254
 HW3254:                Primary Azimuth Mark                     Grid Az
 HW3254:SPC VA N     -  HIGH KNOB RADIO MAST                     079 44 02.2
 HW3254:UTM  17      -  HIGH KNOB RADIO MAST                     078 09 47.3
 HW3254
 HW3254|---------------------------------------------------------------------|
 HW3254| PID    Reference Object                     Distance      Geod. Az  |
 HW3254|                                                           dddmmss.s |
 HW3254| HW3244 HIGH KNOB RADIO MAST                APPROX. 7.5 KM 0795506.9 |
 HW3254| DC3252 DICKEY ERDL RM 2                     10.638 METERS 24846     |
 HW3254| DC3251 DICKEY ERDL RM 1                     11.575 METERS 33737     |
 HW3254| DC3250 DICKEY ERDL AZ MK                                  3412735.8 |
 HW3254|---------------------------------------------------------------------|
 HW3254
 HW3254                          SUPERSEDED SURVEY CONTROL
 HW3254
 HW3254  NAD 83(1986)-  38 52 16.33091(N)    078 12 14.95475(W) AD(       ) 2
 HW3254  NAD 27      -  38 52 15.92160(N)    078 12 15.95500(W) AD(       ) 2
 HW3254  NGVD 29 (07/19/86)  592.0    (m)         1942.     (f) VERT ANG       
 HW3254
 HW3254.Superseded values are not recommended for survey control.
 HW3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3254.See file dsdata.txt to determine how the superseded data were derived.
 HW3254
 HW3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4255606200(NAD 83)
 HW3254_MARKER: DS = TRIANGULATION STATION DISK
 HW3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3254_STAMPING: DICKEY ERDL 1959
 HW3254_MARK LOGO: CGS   
 HW3254_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3254+STABILITY: SURFACE MOTION
 HW3254
 HW3254  HISTORY     - Date     Condition        Report By
 HW3254  HISTORY     - 1959     MONUMENTED       CGS
 HW3254  HISTORY     - 1993     GOOD             USGS
 HW3254
 HW3254                          STATION DESCRIPTION
 HW3254
 HW3254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HW3254'STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF FRONT ROYAL,
 HW3254'NEAR THE DICKIES RIDGE PICNIC AREA AND SHELTER.  STATION IS 14
 HW3254'FEET SOUTHEAST OF WOODEN SIGN (PICNIC GROUNDS), 22 FEET EAST
 HW3254'OF CENTERLINE OF DRIVEWAY AND 144 FEET WEST OF CENTERLINE OF
 HW3254'SKYLINE DRIVE.  STATION MARK IS A STANDARD DISK SET IN A 12
 HW3254'X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES,
 HW3254'THE DISK IS STAMPED DICKEY ERDL 1959.
 HW3254'
 HW3254'TO REACH FROM THE TOLL GATE NEAR THE ENTRANCE TO THE SHENANDOAH
 HW3254'NATIONAL PARK JUST SOUTH OF FRONT ROYAL GO SOUTH ON SKYLINE
 HW3254'DRIVE FOR ABOUT 3 MILES AND TURN RIGHT INTO THE TURNOUT AT
 HW3254'DICKIES RIDGE, KEEP LEFT IN FRONT OF THE SHELTER AND GO TO
 HW3254'THE SOUTH EDGE OF GRASSEY AREA AND STATION AS DESCRIBED.
 HW3254'
 HW3254'REFERENCE MARK NO. 1 IS 12 FEET EAST OF DRIVEWAY, 28-1/2 FEET
 HW3254'NORTH OF WOODEN SIGN (PICNIC GROUND), IT IS A STANDARD MARK
 HW3254'SET IN A 12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 HW3254'THE GROUND AND IS STAMPED DICKEY R.M. NO 1 1959.
 HW3254'
 HW3254'REFERENCE MARK NO. 2 IS 13 FEET WEST OF CENTERLINE OF DRIVEWAY,
 HW3254'2 FEET NORTHEAST OF DOUBLE TRUNK RED BUD TREE, 6 FEET SOUTHEAST
 HW3254'OF DOGWOOD TREE, AND 28-1/2 FEET SOUTHWEST OF WOODEN SIGN (PICNIC
 HW3254'GROUND), IT IS A STANDARD MARK SET IN A 12 X 12 INCH CONCRETE
 HW3254'MONUMENT WHICH IS FLUSH WITH THE GROUND AND IS STAMPED DICKEY
 HW3254'R.M. NO 2 1959.
 HW3254'
 HW3254'AZIMUTH MARK IS 13 FEET EAST OF DRIVEWAY, 89 FEET EAST OF SIGN
 HW3254'(DO NOT ENTER), 98 FEET NORTHEAST OF NORTHEAST CORNER OF CHIMNEY
 HW3254'AND 122 FEET WEST OF CENTERLINE OF SKYLINE DRIVE, IT IS
 HW3254'A STANDARD MARK SET IN A 12 X 12 INCH CONCRETE MONUMENT WHICH
 HW3254'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DICKEY AZI
 HW3254'MK 1959.
 HW3254
 HW3254                          STATION RECOVERY (1993)
 HW3254
 HW3254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 HW3254'STATION 4.2 MILES S/TOLL BOOTH ON SKYLINE DRIVE, 148' W/PARKWAY
 HW3254'PAVEMENT, 115' S/E OF S/E CORNER OF (COMFORT STATION) ATTACHED TO INFO
 HW3254'BLDG, RM1 N 15 DEGREES W (MAG) 37.97', RM2 S 77 DEGREES W 34.90', AZM
 HW3254'N 10 DEGREES W 360' (PACED), 98' N/E OF N/E CORNER OF CHIMNEY, 13'
 HW3254'E/ENTRANCE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3255 ***********************************************************************
 HW3255  DESIGNATION -  DICKEY HILL ERDL
 HW3255  PID         -  HW3255
 HW3255  STATE/COUNTY-  VA/WARREN
 HW3255  USGS QUAD   -  CHESTER GAP (1997)
 HW3255
 HW3255                         *CURRENT SURVEY CONTROL
 HW3255  ___________________________________________________________________
 HW3255* NAD 83(1993)-  38 51 18.61288(N)    078 12 21.12227(W)     ADJUSTED  
 HW3255* NAVD 88     -       742.0    (meters)    2434.     (feet)  VERTCON   
 HW3255  ___________________________________________________________________
 HW3255  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 HW3255  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HW3255
 HW3255  HORZ ORDER  -  SECOND
 HW3255
 HW3255.The horizontal coordinates were established by classical geodetic methods
 HW3255.and adjusted by the National Geodetic Survey in November 1994..
 HW3255
 HW3255.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3255
 HW3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3255
 HW3255.The geoid height was determined by GEOID03.
 HW3255
 HW3255;                    North         East     Units Scale Factor Converg.
 HW3255;SPC VA N     - 2,131,964.569 3,525,530.378   MT  0.99995696   +0 11 00.9
 HW3255;SPC VA N     - 6,994,620.42 11,566,677.58   sFT  0.99995696   +0 11 00.9
 HW3255;UTM  17      - 4,304,415.457   742,461.985   MT  1.00032397   +1 45 13.5
 HW3255
 HW3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3255!SPC VA N     -   0.99988878  x   0.99995696  =   0.99984575
 HW3255!UTM  17      -   0.99988878  x   1.00032397  =   1.00021272
 HW3255
 HW3255|---------------------------------------------------------------------|
 HW3255| PID    Reference Object                     Distance      Geod. Az  |
 HW3255|                                                           dddmmss.s |
 HW3255| DC3253 DICKEY HILL ERDL RM 1                23.225 METERS 02602     |
 HW3255| HW3244 HIGH KNOB RADIO MAST                APPROX. 8.1 KM 0673926.0 |
 HW3255| HW3288 ET 29 WCE                           APPROX.11.7 KM 2000228.6 |
 HW3255| DC3254 DICKEY HILL ERDL RM 2                21.430 METERS 26504     |
 HW3255|---------------------------------------------------------------------|
 HW3255
 HW3255                          SUPERSEDED SURVEY CONTROL
 HW3255
 HW3255  NAD 83(1986)-  38 51 18.61484(N)    078 12 21.13108(W) AD(       ) 2
 HW3255  NAD 27      -  38 51 18.20560(N)    078 12 22.13030(W) AD(       ) 2
 HW3255  NGVD 29 (07/19/86)  742.2    (m)         2435.     (f) VERT ANG       
 HW3255
 HW3255.Superseded values are not recommended for survey control.
 HW3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3255.See file dsdata.txt to determine how the superseded data were derived.
 HW3255
 HW3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4246204415(NAD 83)
 HW3255_MARKER: DS = TRIANGULATION STATION DISK
 HW3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3255
 HW3255  HISTORY     - Date     Condition        Report By
 HW3255  HISTORY     - 1959     MONUMENTED       CGS
 HW3255  HISTORY     - 1959     GOOD             CGS
 HW3255
 HW3255                          STATION DESCRIPTION
 HW3255
 HW3255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HW3255'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF FRONT ROYAL
 HW3255'ON THE TOP OF DICKEY HILL, WHICH HAS BEEN CLEARED AND GRADED
 HW3255'OFF.  STATION IS MARKED BY A STANDARD DISK SET IN A 12 X 12
 HW3255'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND
 HW3255'THE DISK IS STAMPED DICKEY HILL ERDL 1959.
 HW3255'
 HW3255'TO REACH STATION FROM THE TOLL GATE NEAR THE NORTH ENTRANCE
 HW3255'TO THE SKYLINE DRIVE, SOUTH OF FRONT ROYAL, GO SOUTHERLY
 HW3255'ON THE SKYLINE DRIVE TO MILEPOST 5.  CONTINUE FOR 0.05 MILE
 HW3255'TO A SIDE ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.7
 HW3255'MILE TO ABANDONED FARM BUILDINGS.  TURN RIGHT AND FOLLOW GRADED
 HW3255'ROAD UP HILL FOR 0.4 MILE TO TOP OF HILL.  CONTINUE ACROSS
 HW3255'TOP OF HILL FOR 0.2 MILE TO STATION.
 HW3255'
 HW3255'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 12 X 12
 HW3255'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND
 HW3255'THE DISK IS STAMPED DICKEY HILL ERDL NO 1 1959
 HW3255'
 HW3255'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED FLUSH IN A
 HW3255'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT AND THE
 HW3255'DISK IS STAMPED DICKEY HILL ERDL NO 2 1959.
 HW3255'
 HW3255'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HW3255
 HW3255                          STATION RECOVERY (1959)
 HW3255
 HW3255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 HW3255'STATION, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  SINCE
 HW3255'NO DISCRIPTION WAS PROVIDED, AZ MARK, IF ANY, WAS NOT LOOKED
 HW3255'FOR.
 HW3255'
 HW3255'TO REACHSTATION FROM POST OFFICE IN FRONT ROYAL, GO EAST
 HW3255'0.05 MILE ON MAIN ST. TO THE INTERSECTION OF ROYAL AVE.  TURN
 HW3255'RIGHT ON ROYAL AVE. AND ROUTE 340 AND GO 1.8 MILES TO THE
 HW3255'ENTRANCE OF SKYLINE DRIVE ON LEFT.  TURN LEFT ONTO SKYLINE
 HW3255'DRIVE.  DRIVE 0.5 MILE TO TOLL BOOTH.  CONTINUE AHEAD FOR 4.0
 HW3255'MILES TO RANGER AND WAY STATION.  GET KEYS FROM RANGER FOR TWO
 HW3255'GATES.  CONTINUE SOUTH FOR 0.5 MILES TO A ROAD ON LEFT AND
 HW3255'FIRST GATE.  UNLOCK AND DRIVE THROUGH FOR 0.1 MILE TO TWO
 HW3255'GATES.  UNLOCK FAA GATE ON RIGHT AND DRIVE FOR 1.0 MILE TO
 HW3255'VORTAC SITE.  STATION IS LOCATED ABOUT 295 FEET NW OF CENTER
 HW3255'OF VORTAC.  STANDARD DISC IS SET IN CONCRETE.
 HW3255'
 HW3255'THE DISTANCE TO RM 1 IS 76.24 FEET.  THE DISTANCE TO RM 2 IS
 HW3255'70.38 FEET.  THE ANGLE BETWEEN RM 1 AND RM 2 IS 239 DEG 02 MIN
 HW3255'29.7 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1938 ***********************************************************************
 FZ1938  DESIGNATION -  DICKEY MOUNTAIN FIRE TOWER
 FZ1938  PID         -  FZ1938
 FZ1938  STATE/COUNTY-  VA/SMYTH
 FZ1938  USGS QUAD   -  ATKINS (1991)
 FZ1938
 FZ1938                         *CURRENT SURVEY CONTROL
 FZ1938  ___________________________________________________________________
 FZ1938* NAD 83(1993)-  36 45 06.75273(N)    081 25 46.16250(W)     ADJUSTED  
 FZ1938* NAVD 88     -                                                        
 FZ1938  ___________________________________________________________________
 FZ1938  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FZ1938  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ1938
 FZ1938  HORZ ORDER  -  THIRD
 FZ1938
 FZ1938.The horizontal coordinates were established by classical geodetic methods
 FZ1938.and adjusted by the National Geodetic Survey in September 1995..
 FZ1938
 FZ1938
 FZ1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1938
 FZ1938.The geoid height was determined by GEOID03.
 FZ1938
 FZ1938;                    North         East     Units Scale Factor Converg.
 FZ1938;SPC VA S     - 1,050,506.289 3,238,437.663   MT  1.00000272   -1 46 40.7
 FZ1938;SPC VA S     - 3,446,536.05 10,624,774.23   sFT  1.00000272   -1 46 40.7
 FZ1938;UTM  17      - 4,067,433.697   461,661.791   MT  0.99961811   -0 15 25.2
 FZ1938
 FZ1938                          SUPERSEDED SURVEY CONTROL
 FZ1938
 FZ1938  NAD 83(1986)-  36 45 06.76161(N)    081 25 46.16086(W) AD(       ) 4
 FZ1938  NAD 27      -  36 45 06.34095(N)    081 25 46.75436(W) AD(       ) 3
 FZ1938
 FZ1938.Superseded values are not recommended for survey control.
 FZ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1938.See file dsdata.txt to determine how the superseded data were derived.
 FZ1938
 FZ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6166267434(NAD 83)
 FZ1938_MARKER: 57 = LOOKOUT TOWER
 FZ1938
 FZ1938  HISTORY     - Date     Condition        Report By
 FZ1938  HISTORY     - 1934     FIRST OBSERVED   CGS
 FZ1938
 FZ1938                          STATION DESCRIPTION
 FZ1938
 FZ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1938'TO REACH STATION DICKEY FROM SMYTH COUNTY SCHOOL IN SUGAR GROVE, GO
 FZ1938'W FOR 0.1 MILE TO CHURCH ON LEFT.  TURN RIGHT ON GRAVEL ROAD
 FZ1938'FOR 0.95 MILE.  TAKE T-ROAD LEFT FOR 2 MILES TO STATION DICKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4811 ***********************************************************************
 HV4811  DESIGNATION -  DIFFICULT PB AND PP 1930
 HV4811  PID         -  HV4811
 HV4811  STATE/COUNTY-  VA/FAIRFAX
 HV4811  USGS QUAD   -  FALLS CHURCH (1994)
 HV4811
 HV4811                         *CURRENT SURVEY CONTROL
 HV4811  ___________________________________________________________________
 HV4811* NAD 83(1993)-  38 58 43.63666(N)    077 14 26.60102(W)     ADJUSTED  
 HV4811* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 HV4811  ___________________________________________________________________
 HV4811  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HV4811  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV4811
 HV4811  HORZ ORDER  -  SECOND
 HV4811
 HV4811.The horizontal coordinates were established by classical geodetic methods
 HV4811.and adjusted by the National Geodetic Survey in November 1994..
 HV4811
 HV4811.The orthometric height was scaled from a topographic map.
 HV4811
 HV4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4811
 HV4811.The geoid height was determined by GEOID03.
 HV4811
 HV4811;                    North         East     Units Scale Factor Converg.
 HV4811;SPC VA N     - 2,146,394.805 3,609,112.355   MT  0.99996822   +0 47 09.4
 HV4811;SPC VA N     - 7,041,963.62 11,840,896.12   sFT  0.99996822   +0 47 09.4
 HV4811;SPC MD       -   145,678.962   379,141.887   MT  0.99995146   -0 09 03.9
 HV4811;SPC MD       -   477,948.39  1,243,901.34   sFT  0.99995146   -0 09 03.9
 HV4811;UTM  18      - 4,316,810.748   305,903.555   MT  1.00006391   -1 24 35.7
 HV4811
 HV4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4811!SPC VA N     -   0.99999073  x   0.99996822  =   0.99995895
 HV4811!SPC MD       -   0.99999073  x   0.99995146  =   0.99994219
 HV4811!UTM  18      -   0.99999073  x   1.00006391  =   1.00005464
 HV4811
 HV4811:                Primary Azimuth Mark                     Grid Az
 HV4811:SPC VA N     -  ELKINS PB AND PP 1930                    307 50 08.7
 HV4811:SPC MD       -  ELKINS PB AND PP 1930                    308 46 22.0
 HV4811:UTM  18      -  ELKINS PB AND PP 1930                    310 01 53.8
 HV4811
 HV4811|---------------------------------------------------------------------|
 HV4811| PID    Reference Object                     Distance      Geod. Az  |
 HV4811|                                                           dddmmss.s |
 HV4811| HV5110 ELKINS PB AND PP 1930               APPROX. 1.5 KM 3083718.1 |
 HV4811|---------------------------------------------------------------------|
 HV4811
 HV4811                          SUPERSEDED SURVEY CONTROL
 HV4811
 HV4811  NAD 83(1993)-  38 58 43.63615(N)    077 14 26.60269(W) AD(       ) 2
 HV4811  NAD 83(1986)-  38 58 43.63614(N)    077 14 26.61181(W) AD(       ) 2
 HV4811  NAD 27      -  38 58 43.23600(N)    077 14 27.68000(W) AD(       ) 2
 HV4811
 HV4811.Superseded values are not recommended for survey control.
 HV4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4811.See file dsdata.txt to determine how the superseded data were derived.
 HV4811
 HV4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0590416811(NAD 83)
 HV4811_MARKER: Z = SEE DESCRIPTION
 HV4811_SETTING: 0 = UNSPECIFIED SETTING
 HV4811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4811
 HV4811  HISTORY     - Date     Condition        Report By
 HV4811  HISTORY     - 1930     MONUMENTED       PBPP
 HV4811  HISTORY     - 1930     SEE DESCRIPTION  PBPP
 HV4811  HISTORY     - 1931     SEE DESCRIPTION  PBPP
 HV4811
 HV4811                          STATION DESCRIPTION
 HV4811
 HV4811'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV4811'STATION IS A STANDARD U.S.P.B. AND P.P. STATION MARK SET IN
 HV4811'CONCRETE IN A SMALL OUTCROP OF ROCK ON TOP OF A LARGE HILL
 HV4811'OVERLOOKING THE POTOMAC RIVER ON THE UPSTREAM SIDE OF THE MOUTH
 HV4811'OF DIFFICULT RUN.
 HV4811
 HV4811                          STATION RECOVERY (1930)
 HV4811
 HV4811'RECOVERY NOTE BY PUB BLDGS AND PARKS 1930
 HV4811'THIS STATION REMOVED 11/22/30.
 HV4811
 HV4811                          STATION RECOVERY (1931)
 HV4811
 HV4811'RECOVERY NOTE BY PUB BLDGS AND PARKS 1931
 HV4811'STATION IS ON THE VIRGINIA SHORE OF POTOMAC RIVER, ON WOODED
 HV4811'RIDGE ABOUT 0.5 MILE E OF DIFFICULT RUN AND 0.7 MILE S OF GREAT
 HV4811'FALLS DIRT ROAD.
 HV4811'
 HV4811'STATION RE-MARKED WITH A STANDARD U.S.P.B. AND P.P. BRONZE
 HV4811'DISK SET IN 24-INCH TERRA COTTA PIPE FILLED WITH CONCRETE.
 HV4811'UNDERGROUND MARK IS NAIL SET IN 6 INCHES OF CONCRETE.
 HV4811'
 HV4811'AZIMUTH MARK IS STANDARD U.S.P.B. AND P.P. BRONZE MARKER SET IN
 HV4811'24-INCH TERRA COTTA PIPE FILLED WITH CONCRETE.
 HV4811'
 HV4811'ENTRANCE TO STATION ALONG GREAT FALLS-WASHINGTON HIGHWAY, TO
 HV4811'DIRT ROAD LEADING TO GREAT FALLS PARK WHICH BEGINS ABOUT 800
 HV4811'FEET FROM BRIDGE OVER DIFFICULT RUN, THENCE ABOUT 1,000 FEET ALONG
 HV4811'SAID DIRT ROAD TO FIRST LOGGING ROAD ON RIGHT, WHICH IS LOCATED
 HV4811'ABOUT 180 FEET FROM GREAT FALLS POWER COMPANY, NO TRESPASSING
 HV4811'SIGN IS OVER FIRST RIDGE ON ROAD, THENCE ALONG OLD LOGGING ROAD,
 HV4811'WHICH PARALLELS GREAT FALLS ROAD FOR SHORT DISTANCE, ABOUT 0.70
 HV4811'MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5143 ***********************************************************************
 GV5143  DESIGNATION -  DIKE
 GV5143  PID         -  GV5143
 GV5143  STATE/COUNTY-  VA/NEW KENT
 GV5143  USGS QUAD   -  TUNSTALL (1984)
 GV5143
 GV5143                         *CURRENT SURVEY CONTROL
 GV5143  ___________________________________________________________________
 GV5143* NAD 83(1993)-  37 37 20.22281(N)    077 06 15.46542(W)     ADJUSTED  
 GV5143* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5143  ___________________________________________________________________
 GV5143  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 GV5143  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV5143
 GV5143  HORZ ORDER  -  THIRD
 GV5143
 GV5143.The horizontal coordinates were established by classical geodetic methods
 GV5143.and adjusted by the National Geodetic Survey in November 1994..
 GV5143
 GV5143.The orthometric height was scaled from a topographic map.
 GV5143
 GV5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5143
 GV5143.The geoid height was determined by GEOID03.
 GV5143
 GV5143;                    North         East     Units Scale Factor Converg.
 GV5143;SPC VA S     - 1,143,953.437 3,623,204.206   MT  0.99995526   +0 50 49.5
 GV5143;SPC VA S     - 3,753,120.57 11,887,129.13   sFT  0.99995526   +0 50 49.5
 GV5143;UTM  18      - 4,165,990.305   314,294.132   MT  1.00002480   -1 17 05.8
 GV5143
 GV5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5143!SPC VA S     -   1.00000517  x   0.99995526  =   0.99996043
 GV5143!UTM  18      -   1.00000517  x   1.00002480  =   1.00002997
 GV5143
 GV5143|---------------------------------------------------------------------|
 GV5143| PID    Reference Object                     Distance      Geod. Az  |
 GV5143|                                                           dddmmss.s |
 GV5143| GV5148 FIELD                               302.652 METERS 00001     |
 GV5143| DC5279 DIKE RM 1                             1.811 METERS 02057     |
 GV5143| GV5139 CORN                                173.956 METERS 06215     |
 GV5143| DC5280 DIKE RM 2                             7.444 METERS 10319     |
 GV5143| GV5138 CON 1912                            299.889 METERS 11155     |
 GV5143| GV5177 MOP                                 246.882 METERS 15237     |
 GV5143| GV5147 FARMHOUSE CHIMNEY                   APPROX. 0.7 KM 1792521.7 |
 GV5143| DC5281 DIKE RM 3                             3.462 METERS 30712     |
 GV5143|---------------------------------------------------------------------|
 GV5143
 GV5143                          SUPERSEDED SURVEY CONTROL
 GV5143
 GV5143  NAD 83(1986)-  37 37 20.22419(N)    077 06 15.48372(W) AD(       ) 3
 GV5143  NAD 27      -  37 37 19.66300(N)    077 06 16.46900(W) AD(       ) 3
 GV5143
 GV5143.Superseded values are not recommended for survey control.
 GV5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5143.See file dsdata.txt to determine how the superseded data were derived.
 GV5143
 GV5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1429465990(NAD 83)
 GV5143_MARKER: P = PIPE CAP
 GV5143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5143_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV5143
 GV5143  HISTORY     - Date     Condition        Report By
 GV5143  HISTORY     - 1912     MONUMENTED       CGS
 GV5143  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5143  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5143  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5143
 GV5143                          STATION DESCRIPTION
 GV5143
 GV5143'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5143'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER DESCENDING,
 GV5143'ON THE SHORE FRINGED BY BRUSH AND TREES ABOUT 170 METERS BELOW
 GV5143'THE U.S. DIKES, ALSO ABOUT 160 METERS ABOVE THE OLD MONTAGUES
 GV5143'LANDING, 10-1/2 METERS BACK FROM SHORE LINE AND RIGHT WHERE
 GV5143'BRUSH LINE MAKES BACK FROM THE RIVER CUTTING OFF THE GRASSY
 GV5143'SWAMP, ON CENTER OF HIGH RIDGE ABOUT 7 INCHES ABOVE HIGH WATER.
 GV5143'
 GV5143'STATION IS MARKED BY AN IRON PIPE 3 INCHES IN DIAMETER AND 3
 GV5143'FEET LONG, FILLED WITH AND SET IN CEMENT, BEARING AT TOP A
 GV5143'BRASS CAP WITH LEGEND, STANDING 8 INCHES ABOVE SURFACE.
 GV5143'
 GV5143'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON
 GV5143'9-INCH MAPLE, DISTANT 1.811 METERS ON LINE 20 DEG 56 MIN 06 SEC
 GV5143'TO RIGHT OF LINE TO STATION FIELD.
 GV5143'
 GV5143'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON 8-INCH ASH,
 GV5143'DISTANT 7.444 METERS ON LINE 103 DEG 18 MIN 41 SEC TO RIGHT OF
 GV5143'STATION FIELD.
 GV5143'
 GV5143'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 7-INCH BEECH,
 GV5143'DISTANT 3.462 METERS ON LINE 307 DEG 11 MIN 09 SEC TO RIGHT OF
 GV5143'STATION FIELD.
 GV5143
 GV5143                          STATION RECOVERY (2000)
 GV5143
 GV5143'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5143'MARK NOT FOUND.
 GV5143
 GV5143                          STATION RECOVERY (2001)
 GV5143
 GV5143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5143
 GV5143                          STATION RECOVERY (2005)
 GV5143
 GV5143'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3414 ***********************************************************************
 GX3414  DESIGNATION -  DILL
 GX3414  PID         -  GX3414
 GX3414  STATE/COUNTY-  VA/TAZEWELL
 GX3414  USGS QUAD   -  BRAMWELL (1979)
 GX3414
 GX3414                         *CURRENT SURVEY CONTROL
 GX3414  ___________________________________________________________________
 GX3414* NAD 83(1993)-  37 15 13.81533(N)    081 18 07.83284(W)     ADJUSTED  
 GX3414* NAVD 88     -       918.5    (meters)    3013.     (feet)  VERTCON   
 GX3414  ___________________________________________________________________
 GX3414  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GX3414  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GX3414
 GX3414  HORZ ORDER  -  THIRD
 GX3414
 GX3414.The horizontal coordinates were established by classical geodetic methods
 GX3414.and adjusted by the National Geodetic Survey in December 1995..
 GX3414
 GX3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3414
 GX3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3414
 GX3414.The geoid height was determined by GEOID03.
 GX3414
 GX3414;                    North         East     Units Scale Factor Converg.
 GX3414;SPC VA S     - 1,105,841.492 3,251,454.828   MT  0.99994736   -1 42 02.6
 GX3414;SPC VA S     - 3,628,081.63 10,667,481.38   sFT  0.99994736   -1 42 02.6
 GX3414;SPC WV S     -    28,217.290   573,191.037   MT  1.00005648   -0 11 12.5
 GX3414;UTM  17      - 4,123,074.779   473,203.193   MT  0.99960885   -0 10 58.5
 GX3414
 GX3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3414!SPC VA S     -   0.99986070  x   0.99994736  =   0.99980807
 GX3414!SPC WV S     -   0.99986070  x   1.00005648  =   0.99991717
 GX3414!UTM  17      -   0.99986070  x   0.99960885  =   0.99946961
 GX3414
 GX3414:                Primary Azimuth Mark                     Grid Az
 GX3414:SPC VA S     -  DILL AZ MK                               037 34 01.0
 GX3414:SPC WV S     -  DILL AZ MK                               036 03 10.9
 GX3414:UTM  17      -  DILL AZ MK                               036 02 56.9
 GX3414
 GX3414|---------------------------------------------------------------------|
 GX3414| PID    Reference Object                     Distance      Geod. Az  |
 GX3414|                                                           dddmmss.s |
 GX3414| DC3255 DILL AZ MK                                         0355158.4 |
 GX3414| DC3256 DILL RM 1                            21.661 METERS 13041     |
 GX3414| DC3257 DILL RM 2                            16.282 METERS 18542     |
 GX3414|---------------------------------------------------------------------|
 GX3414
 GX3414                          SUPERSEDED SURVEY CONTROL
 GX3414
 GX3414  NAD 83(1993)-  37 15 13.81118(N)    081 18 07.84580(W) AD(       ) 3
 GX3414  NAD 83(1993)-  37 15 13.82511(N)    081 18 07.82728(W) AD(       ) 3
 GX3414  NAD 83(1986)-  37 15 13.82355(N)    081 18 07.82942(W) AD(       ) 3
 GX3414  NAD 27      -  37 15 13.40362(N)    081 18 08.46361(W) AD(       ) 3
 GX3414  NGVD 29 (07/19/86)  918.6    (m)         3014.     (f) VERT ANG       
 GX3414
 GX3414.Superseded values are not recommended for survey control.
 GX3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3414.See file dsdata.txt to determine how the superseded data were derived.
 GX3414
 GX3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB7320323075(NAD 83)
 GX3414_MARKER: DE = TRAVERSE STATION DISK
 GX3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3414
 GX3414  HISTORY     - Date     Condition        Report By
 GX3414  HISTORY     - 1963     MONUMENTED       CGS
 GX3414
 GX3414                          STATION DESCRIPTION
 GX3414
 GX3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3414'THE STATION IS LOCATED ON LITTLE VALLEY RIDGE, ABOUT 1 MILE WEST
 GX3414'OF THE MERCER COUNTY LINE, 1 MILE NORTHWEST OF BLUEFIELD,
 GX3414'VIRGINIA AND 0.5 MILE NORTH OF U.S. HIGHWAY 19 AND 460.  MR.
 GX3414'FRED DILLMAN IS THE OWNER OF THE PROPERTY.
 GX3414'
 GX3414'TO REACH THE STATION FROM THE POST OFFICE IN BLUEFIELD, VIRGINIA,
 GX3414'GO WEST ON U.S. HIGHWAY 19 AND 460 FOR 0.05 MILE TO THE JUNCTION
 GX3414'WITH STATE ROUTE 102, CONTINUE WEST ON STATE ROUTE 102 AND
 GX3414'U.S. HIGHWAY 19 AND 460 FOR 0.2 MILE TO A STOP LIGHT, TURN
 GX3414'RIGHT, AND THEN LEFT UNDER RAILROAD ON STATE ROUTE 102 NORTHERLY
 GX3414'FOR 2.25 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON
 GX3414'STATE ROUTE 102 FOR 0.65 MILE TO COUNTY ROUTE 660 ON THE LEFT,
 GX3414'VALLEY VIEW STORE ON THE LEFT, TURN LEFT ON COUNTY ROUTE
 GX3414'660 FOR 0.7 MILE TO COUNTY ROUTE 736 ON THE LEFT, TURN
 GX3414'LEFT AND GO 0.7 MILE TO ITS END, MR. DILLMAN HOME ON THE
 GX3414'RIGHT, PASS THROUGH THE WOODEN GATE INTO PASTURE JUST
 GX3414'SOUTHEAST OF THE HOUSE AND GO 0.25 MILE ON DIM TRACK ROAD
 GX3414'TO A SADDLE ON HILL AND NORTH SOUTH WIRE FENCE, TURN RIGHT,
 GX3414'UP STEEP HILL FOR 0.2 MILE TO THE TOP AND STATION.
 GX3414'
 GX3414'THE STATION IS 53 FEET NORTH OF A 3 FOOT HIGH ROCK LEDGE
 GX3414'AND 4.5 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 GX3414'TRAVERSE DISK SET IN A SQUARE CONCRETE POST, WHICH PROJECTS
 GX3414'2-INCHES AND STAMPED DILL 1963.
 GX3414'
 GX3414'REFERENCE MARK NO. 1 IS SET ON THE 3 FOOT HIGH ROCK LEDGE.
 GX3414'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GX3414'OUTCROPPING BEDROCK AND STAMPED DILL NO 1 1963.
 GX3414'
 GX3414'REFERENCE MARK NO. 2 IS SET ON THE 3 FOOT HIGH ROCK LEDGE.  THE
 GX3414'MARK IS SET IN OUTCROPPING BEDROCK AND IS A STANDARD DISK
 GX3414'STAMPED DILL NO 2 1963.
 GX3414'
 GX3414'AZIMUTH MARK IS 48 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 GX3414'ROUTE 102, 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF DRIVEWAY,
 GX3414'18.8 FEET EAST OF A METAL WITNESS POST AND 12 FEET NORTHEAST OF
 GX3414'A WIRE FENCE.  THE MARK IS A STANDARD DISK CEMENTED IN A
 GX3414'DRILL HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 1-FOOT AND
 GX3414'STAMPED DILL 1963.
 GX3414'
 GX3414'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2297 ***********************************************************************
 GW2297  DESIGNATION -  DILLWYN
 GW2297  PID         -  GW2297
 GW2297  STATE/COUNTY-  VA/BUCKINGHAM
 GW2297  USGS QUAD   -  DILLWYN (1987)
 GW2297
 GW2297                         *CURRENT SURVEY CONTROL
 GW2297  ___________________________________________________________________
 GW2297* NAD 83(1993)-  37 32 43.14886(N)    078 28 18.26696(W)     ADJUSTED  
 GW2297* NAVD 88     -       144.61   (+/-2cm)     474.4    (feet)  VERTCON   
 GW2297  ___________________________________________________________________
 GW2297  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GW2297  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW2297
 GW2297  HORZ ORDER  -  FIRST
 GW2297  VERT ORDER  -  THIRD ? (See Below)
 GW2297
 GW2297.The horizontal coordinates were established by classical geodetic methods
 GW2297.and adjusted by the National Geodetic Survey in November 1994..
 GW2297
 GW2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2297.The vertical order pertains to the NGVD 29 superseded value.
 GW2297
 GW2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2297
 GW2297.The geoid height was determined by GEOID03.
 GW2297
 GW2297;                    North         East     Units Scale Factor Converg.
 GW2297;SPC VA S     - 1,134,501.207 3,502,497.195   MT  0.99995020   +0 01 01.7
 GW2297;SPC VA S     - 3,722,109.38 11,491,109.55   sFT  0.99995020   +0 01 01.7
 GW2297;UTM  17      - 4,158,373.343   723,356.712   MT  1.00021454   +1 32 28.8
 GW2297
 GW2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2297!SPC VA S     -   0.99998225  x   0.99995020  =   0.99993245
 GW2297!UTM  17      -   0.99998225  x   1.00021454  =   1.00019678
 GW2297
 GW2297:                Primary Azimuth Mark                     Grid Az
 GW2297:SPC VA S     -  DILLWYN AZ MK                            095 40 23.7
 GW2297:UTM  17      -  DILLWYN AZ MK                            094 08 56.6
 GW2297
 GW2297|---------------------------------------------------------------------|
 GW2297| PID    Reference Object                     Distance      Geod. Az  |
 GW2297|                                                           dddmmss.s |
 GW2297| DC5282 DILLWYN AZ MK                                      0954125.4 |
 GW2297| GW2298 DILLWYN 2                            21.483 METERS 12300     |
 GW2297| DC5283 DILLWYN RM 1                         35.865 METERS 12300     |
 GW2297| GW2336 WILLIS MOUNT LOOKOUT TOWER          APPROX. 7.8 KM 1745021.9 |
 GW2297| DC5284 DILLWYN RM 2                         33.546 METERS 19900     |
 GW2297|---------------------------------------------------------------------|
 GW2297
 GW2297                          SUPERSEDED SURVEY CONTROL
 GW2297
 GW2297  NAD 83(1986)-  37 32 43.16085(N)    078 28 18.28696(W) AD(       ) 1
 GW2297  NAD 27      -  37 32 42.63700(N)    078 28 19.28300(W) AD(       ) 1
 GW2297  NGVD 29 (07/19/86)  144.87   (m)          475.3    (f) LEVELING    3  
 GW2297
 GW2297.Superseded values are not recommended for survey control.
 GW2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2297.See file dsdata.txt to determine how the superseded data were derived.
 GW2297
 GW2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2335758373(NAD 83)
 GW2297_MARKER: DS = TRIANGULATION STATION DISK
 GW2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2297
 GW2297  HISTORY     - Date     Condition        Report By
 GW2297  HISTORY     - 1941     MONUMENTED       CGS
 GW2297  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GW2297  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW2297  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW2297  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 GW2297
 GW2297                          STATION DESCRIPTION
 GW2297
 GW2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2297'THE STATION IS ON HIGH GROUND 1 MILE SW OF THE POST OFFICE IN
 GW2297'DILLWYN, 0.1 MILE N OF THE JUNCTION OF STATE ROUTE 20 AND
 GW2297'U.S. ROUTE 15, 21.5 FEET SE OF A 12-INCH OAK TREE, 46 FEET
 GW2297'NW OF U.S. ROUTE 15 IN THE E EDGE OF THE WOODS.  THE DISK
 GW2297'IS STAMPED DILLWYN 1941 AND PROJECTS 6 INCHES ABOVE THE SURFACE
 GW2297'OF THE GROUND.
 GW2297'
 GW2297'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2297'BRONZE DISKS SET IN CONCRETE.
 GW2297'
 GW2297'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE W EDGE OF THE
 GW2297'WOODS, 41 FEET E OF U.S. ROUTE 15 AND 8 FEET E OF A TELEPHONE
 GW2297'POLE.  THE DISK IS STAMPED DILLWYN NO. 1 1941 AND PROJECTS
 GW2297'6 INCHES ABOVE THE GROUND.
 GW2297'
 GW2297'REFERENCE MARK NO. 2 IS SE OF THE STATION IN THE W EDGE OF THE
 GW2297'WOODS, 33 FEET E OF U.S. ROUTE 15 AND 9 FEET S OF THE TELEPHONE
 GW2297'POLE.  THE DISK IS STAMPED DILLWYN NO. 2 1941 AND PROJECTS 6
 GW2297'INCHES ABOVE THE SURFACE OF THE GROUND.
 GW2297'
 GW2297'AZIMUTH MARK IS 1.2 MILES ENE OF THE STATION IN THE W FENCE
 GW2297'LINE OF THE STANDARD OIL COMPANY BULK PLANT, 24 FEET S OF THE
 GW2297'S RAIL OF A RAILROAD SPUR AND 125 FEET N OF U.S. ROUTE 15.
 GW2297'THE DISK IS STAMPED DILLWYN 1941 AND PROJECTS 6 INCHES ABOVE
 GW2297'THE SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK FROM
 GW2297'THE POST OFFICE IN DILLWYN, GO NE ON U.S. ROUTE 15 FOR 0.2
 GW2297'MILE TO THE STANDARD OIL COMPANY BULK PLANT ON THE LEFT AND THE
 GW2297'MARK.
 GW2297'
 GW2297'TO REACH THE STATION FROM THE POST OFFICE IN DILLWYN, GO SW ON
 GW2297'U.S. ROUTE 15 FOR 0.95 MILE TO A CURVE IN THE HIGHWAY AND THE
 GW2297'STATION ON THE RIGHT.
 GW2297'
 GW2297'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION TOWER
 GW2297'HILL.
 GW2297'
 GW2297'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MC RAE.
 GW2297'
 GW2297'A 50-FOOT TOWER WILL SEE AN 8-FOOT LIGHT AT STATION WILLIS
 GW2297'2.
 GW2297'
 GW2297'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 GW2297
 GW2297                          STATION RECOVERY (1955)
 GW2297
 GW2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WVP)
 GW2297'THE STATION WAS DESTROYED TO PERMIT ROAD CONSTRUCTION, AND THE
 GW2297'DISKS WERE NOT RECOVERED.  REFERENCE MARK 2 WAS DESTROYED
 GW2297'DURING THE CONSTRUCTION, AND THE DISK WAS NOT RECOVERED.
 GW2297'REFERENCE MARK 1 WAS NOT DISTURBED AND IS NOW A REFERENCE
 GW2297'MARK FOR STATION DILLWYN 2 1955 WHICH WAS ESTABLISHED ON LINE
 GW2297'TOWARDS REFERENCE MARK 1.  THE AZIMUTH MARK WAS RECOVERED AND
 GW2297'IS NOW BEHIND AND PARTIALLY UNDER A BUILDING OF THE SEAY
 GW2297'MILLING COMPANY.  IT WAS NOT REMOVED.
 GW2297'
 GW2297'SEE DESCRIPTION OF STATION DILLWYN 2 1955.
 GW2297
 GW2297                          STATION RECOVERY (2001)
 GW2297
 GW2297'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2297'MARK NOT FOUND.
 GW2297
 GW2297                          STATION RECOVERY (2001)
 GW2297
 GW2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2297
 GW2297                          STATION RECOVERY (2005)
 GW2297
 GW2297'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GW2297'RM1 FOUND IN GOOD CONDITION
 GW2297'STATION AND RM1 AND AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2298 ***********************************************************************
 GW2298  CBN         -  This is a Cooperative Base Network Control Station.
 GW2298  DESIGNATION -  DILLWYN 2
 GW2298  PID         -  GW2298
 GW2298  STATE/COUNTY-  VA/BUCKINGHAM
 GW2298  USGS QUAD   -  DILLWYN (1987)
 GW2298
 GW2298                         *CURRENT SURVEY CONTROL
 GW2298  ___________________________________________________________________
 GW2298* NAD 83(1993)-  37 32 42.76933(N)    078 28 17.53300(W)     ADJUSTED  
 GW2298* NAVD 88     -       200.8    (meters)     659.     (feet)  GPS OBS   
 GW2298  ___________________________________________________________________
 GW2298  X           -   1,011,960.857 (meters)                     COMP
 GW2298  Y           -  -4,961,329.614 (meters)                     COMP
 GW2298  Z           -   3,865,647.286 (meters)                     COMP
 GW2298  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GW2298  ELLIP HEIGHT-         169.39  (meters)          (07/14/04) GPS OBS
 GW2298  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW2298
 GW2298  HORZ ORDER  -  B
 GW2298  ELLP ORDER  -  THIRD     CLASS II
 GW2298
 GW2298.The horizontal coordinates were established by GPS observations
 GW2298.and adjusted by the National Geodetic Survey in June 1994..
 GW2298
 GW2298.The orthometric height was determined by GPS observations and a
 GW2298.high-resolution geoid model.
 GW2298
 GW2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2298
 GW2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2298
 GW2298.The ellipsoidal height was determined by GPS observations
 GW2298.and is referenced to NAD 83.
 GW2298
 GW2298.The geoid height was determined by GEOID03.
 GW2298
 GW2298;                    North         East     Units Scale Factor Converg.
 GW2298;SPC VA S     - 1,134,489.513 3,502,515.215   MT  0.99995020   +0 01 02.2
 GW2298;SPC VA S     - 3,722,071.01 11,491,168.67   sFT  0.99995020   +0 01 02.2
 GW2298;UTM  17      - 4,158,362.129   723,375.041   MT  1.00021464   +1 32 29.2
 GW2298
 GW2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2298!SPC VA S     -   0.99997342  x   0.99995020  =   0.99992362
 GW2298!UTM  17      -   0.99997342  x   1.00021464  =   1.00018805
 GW2298
 GW2298|---------------------------------------------------------------------|
 GW2298| PID    Reference Object                     Distance      Geod. Az  |
 GW2298|                                                           dddmmss.s |
 GW2298| DC5283 DILLWYN RM 1                         14.388 METERS 12300     |
 GW2298| GW2336 WILLIS MOUNT LOOKOUT TOWER          APPROX. 7.8 KM 1745749.6 |
 GW2298| DC5282 DILLWYN AZ MK                                      2264142.0 |
 GW2298| DC5285 DILLWYN 2 RM 2                        9.473 METERS 24116     |
 GW2298| GW2297 DILLWYN                              21.483 METERS 30300     |
 GW2298|---------------------------------------------------------------------|
 GW2298
 GW2298                          SUPERSEDED SURVEY CONTROL
 GW2298
 GW2298  ELLIP H (08/14/01)  169.38   (m)                       GP(       ) 4 1
 GW2298  ELLIP H (06/29/94)  169.40   (m)                       GP(       ) 4 1
 GW2298  NAD 83(1993)-  37 32 42.76935(N)    078 28 17.53300(W) AD(       ) B
 GW2298  ELLIP H (04/04/94)  169.40   (m)                       GP(       ) 4 1
 GW2298  NAD 83(1986)-  37 32 42.78150(N)    078 28 17.55334(W) AD(       ) 2
 GW2298  NAD 27      -  37 32 42.25800(N)    078 28 18.54900(W) AD(       ) 2
 GW2298
 GW2298.Superseded values are not recommended for survey control.
 GW2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2298.See file dsdata.txt to determine how the superseded data were derived.
 GW2298
 GW2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2337558362(NAD 83)
 GW2298_MARKER: DS = TRIANGULATION STATION DISK
 GW2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2298_SP_SET: CONCRETE POST
 GW2298_STAMPING: DILLWYN 2 1955
 GW2298_MARK LOGO: CGS   
 GW2298_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2298+STABILITY: SURFACE MOTION
 GW2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2298+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 GW2298
 GW2298  HISTORY     - Date     Condition        Report By
 GW2298  HISTORY     - 1955     MONUMENTED       CGS
 GW2298  HISTORY     - 1955     GOOD             CGS
 GW2298  HISTORY     - 1958     GOOD             USGS
 GW2298  HISTORY     - 1963     GOOD             CGS
 GW2298  HISTORY     - 19930512 GOOD             NGS
 GW2298  HISTORY     - 20000224 GOOD             WOOLPT
 GW2298  HISTORY     - 20010220 GOOD             USPSQD
 GW2298  HISTORY     - 20010331 GOOD             NGS
 GW2298  HISTORY     - 20021015 GOOD             VADOT
 GW2298  HISTORY     - 20050215 GOOD             USPSQD
 GW2298
 GW2298                          STATION DESCRIPTION
 GW2298
 GW2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WVP)
 GW2298'THE STATION IS LOCATED ABOUT 1 MI. SW OF THE POST OFFICE IN
 GW2298'DILLWYN, AT THE NW CORNER OF THE DILLWYN ELEMENTARY SCHOOL
 GW2298'PLAYGROUND.  THE MARK, STAMPED DILLWYN 2 1955, IS A STANDARD
 GW2298'DISK SET FLUSH WITH THE GROUND, 60 FT. S OF
 GW2298'THE CENTERLINE OF U.S. HIGHWAY 15, AND 109 FT. E OF THE E
 GW2298'GATEPOST AT THE ENTRANCE TO THE SCHOOL.
 GW2298'
 GW2298'REFERENCE MARK 1, STAMPED DILLWYN 2 NO 1 1941-1955, IS A
 GW2298'STANDARD DISK PROJECTING 10 IN., AND 5 FT. S OF
 GW2298'TELEPHONE POLE NO. 24.  THE MARK IS THE ORIGINAL REFERENCE
 GW2298'MARK 1 FOR STATION DILLWYN 1941.
 GW2298'
 GW2298'REFERENCE MARK 2, STAMPED DILLWYN 2 NO 2 1955, IS A STANDARD
 GW2298'DISK SET FLUSH WITH THE GROUND, 60 FT. S OF THE
 GW2298'CENTERLINE OF U.S. HIGHWAY 15, AND 90 FT. E OF THE E GATEPOST
 GW2298'AT THE ENTRANCE TO THE SCHOOL.
 GW2298'
 GW2298'AZIMUTH MARK, STAMPED DILLWYN 2 1955, IS A STANDARD DISK
 GW2298'SET FLUSH WITH THE GROUND, 39 FT. N OF THE CENTERLINE
 GW2298'OF U.S. HIGHWAY 15, 72 FT. E OF POWER POLE C 351, AND 18 FT.
 GW2298'S OF THE OVERHEAD TRANSMISSION LINE.  IT IS 0.15 MI. SW OF THE
 GW2298'JUNCTION OF U.S. HIGHWAY 15 AND STATE ROAD 20, AND 0.3 MI. SW
 GW2298'ALONG U.S. HIGHWAY 15 FROM THE STATION.
 GW2298'
 GW2298'TO REACH THE STATION FROM THE POST OFFICE IN DILLWYN, GO SW
 GW2298'ON U.S. HIGHWAY 15 FOR ABOUT 1 MI. TO THE STATION AT THE NW
 GW2298'CORNER OF THE DILLWYN ELEMENTARY SCHOOL PLAYGROUND.
 GW2298
 GW2298                          STATION RECOVERY (1955)
 GW2298
 GW2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GW2298'RECOVERED IN GOOD CONDITION.
 GW2298
 GW2298                          STATION RECOVERY (1958)
 GW2298
 GW2298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GW2298'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD SHAPE.
 GW2298'A PRUDENT SEARCH OF THE AREA SHOWED THAT THE POWER COMPANY
 GW2298'HAS MOVED POLE NO. C351 AT THE REQUEST OF A NEW SUPERMARKET,
 GW2298'OWNER MR. R.C. NUCKLES.
 GW2298'
 GW2298'THE AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION OF THE PRESENT
 GW2298'GROCERY YARD AND PARKING LOT AS THE MARK WAS FORMERLY ON A
 GW2298'HIGH BANK THAT WAS REMOVED TO MAKE WAY FOR THE SUPERMARKET.
 GW2298
 GW2298                          STATION RECOVERY (1963)
 GW2298
 GW2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GW2298'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE
 GW2298'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 GW2298'MARK WAS NOT RECOVERED AND IT IS BELIEVED TO HAVE BEEN DESTROYED
 GW2298'BY GRADING OPERATIONS AT THE SITE OF A COUNTRY STORE.  WILLIS
 GW2298'MOUNT LOOKOUT TOWER HAS BEEN TORN DOWN.
 GW2298
 GW2298                          STATION RECOVERY (1993)
 GW2298
 GW2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2298'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF U.S. HIGHWAY 60,
 GW2298'0.2 MI (0.3 KM) NORTH OF STATE HIGHWAY 20 NORTH, 1.0 MI (1.6 KM)
 GW2298'SOUTHWEST OF THE POST OFFICE IN DILLWYN AND ACROSS THE HIGHWAY FROM
 GW2298'THE WESTERN AUTO IN THE SCHOOL YARD OF THE DILLWYN ELEMENTARY SCHOOL.
 GW2298'OWNERSHIP--DILLWYN SCHOOL DISTRICT.
 GW2298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND U.S.
 GW2298'HIGHWAY 15 JUST SOUTH OF DILLWYN, GO NORTH ON U.S. HIGHWAY 15 FOR 1.4
 GW2298'MI (2.3 KM) TO COUNTY ROAD 1003 EAST TO THE RIGHT AND STATE HIGHWAY
 GW2298'20 NORTH ON THE LEFT.  CONTINUE AHEAD 0.2 MI (0.3 KM) ON HIGHWAY 15
 GW2298'TO THE STATION ON THE RIGHT.
 GW2298'LOCATED 33.2 M (108.9 FT) EAST FROM THE EAST GATEPOST AT ENTRANCE TO
 GW2298'SCHOOL, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 15,
 GW2298'14.4 M (47.2 FT) NORTHWEST OF DILLWYN 2 RM 1, 12.95 M (42.49 FT)
 GW2298'NORTHWEST OF POWER POLE NUMBER C16T AND 1.9 M (6.2 FT) SOUTH FROM A
 GW2298'WITNESS POST..2 MSOUTH FROM FENCE AROUND WATER TOWER AND 1.0 M
 GW2298'(3.3 FT) SOUTH FROM A WITNESS POST.
 GW2298'NOTE, CALL MR. DRAZENOVICH BEFORE OCCCUPATION AS HE WOULD LIKE TO
 GW2298'OBSERVE GPS OPERATIONS.
 GW2298
 GW2298                          STATION RECOVERY (2000)
 GW2298
 GW2298'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (KK)
 GW2298'RECOVERED AS DESCRIBED.
 GW2298
 GW2298                          STATION RECOVERY (2001)
 GW2298
 GW2298'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2298'RECOVERED IN GOOD CONDITION.
 GW2298
 GW2298                          STATION RECOVERY (2001)
 GW2298
 GW2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2298
 GW2298                          STATION RECOVERY (2002)
 GW2298
 GW2298'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GW2298'RECOVERED IN GOOD CONDITION.
 GW2298
 GW2298                          STATION RECOVERY (2005)
 GW2298
 GW2298'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GW2298'STATION AND RM2 FOUND IN GOOD CONDITION.
 GW2298'RM1 AND AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4306 ***********************************************************************
 GV4306  DESIGNATION -  DIM 1947
 GV4306  PID         -  GV4306
 GV4306  STATE/COUNTY-  VA/GLOUCESTER
 GV4306  USGS QUAD   -  ACHILLES (1983)
 GV4306
 GV4306                         *CURRENT SURVEY CONTROL
 GV4306  ___________________________________________________________________
 GV4306* NAD 83(1993)-  37 17 30.66559(N)    076 22 47.33909(W)     ADJUSTED  
 GV4306* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4306  ___________________________________________________________________
 GV4306  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 GV4306  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 GV4306
 GV4306  HORZ ORDER  -  THIRD
 GV4306
 GV4306.The horizontal coordinates were established by classical geodetic methods
 GV4306.and adjusted by the National Geodetic Survey in September 1995..
 GV4306
 GV4306.The orthometric height was scaled from a topographic map.
 GV4306
 GV4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4306
 GV4306.The geoid height was determined by GEOID03.
 GV4306
 GV4306;                    North         East     Units Scale Factor Converg.
 GV4306;SPC VA S     - 1,108,482.000 3,687,971.436   MT  0.99994627   +1 17 12.5
 GV4306;SPC VA S     - 3,636,744.69 12,099,619.62   sFT  0.99994627   +1 17 12.5
 GV4306;UTM  18      - 4,128,141.564   377,697.014   MT  0.99978426   -0 50 10.0
 GV4306
 GV4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4306!SPC VA S     -   1.00000570  x   0.99994627  =   0.99995197
 GV4306!UTM  18      -   1.00000570  x   0.99978426  =   0.99978996
 GV4306
 GV4306:                Primary Azimuth Mark                     Grid Az
 GV4306:SPC VA S     -  TUE MARSH LIGHTHOUSE 1900                183 34 49.2
 GV4306:UTM  18      -  TUE MARSH LIGHTHOUSE 1900                185 42 11.7
 GV4306
 GV4306|---------------------------------------------------------------------|
 GV4306| PID    Reference Object                     Distance      Geod. Az  |
 GV4306|                                                           dddmmss.s |
 GV4306| GV4197 TUE MARSH LIGHTHOUSE 1900           APPROX. 6.3 KM 1845201.7 |
 GV4306| GV4330 NORFOLK WASHINGTON AWY BCN 2        APPROX. 1.6 KM 2213542.5 |
 GV4306| GV4297 BROWNS BAY BEACON 4 FOUR            APPROX. 1.5 KM 3180508.1 |
 GV4306| GV4307 DOG                                 APPROX. 1.0 KM 3230052.2 |
 GV4306| GV4296 BROWNS BAY BEACON 3 TRI             APPROX. 1.4 KM 3311011.8 |
 GV4306| GV4295 BROWNS BAY BEACON 1 ONE             APPROX. 1.2 KM 3492332.2 |
 GV4306|---------------------------------------------------------------------|
 GV4306
 GV4306                          SUPERSEDED SURVEY CONTROL
 GV4306
 GV4306  NAD 83(1993)-  37 17 30.66382(N)    076 22 47.34458(W) AD(       ) 3
 GV4306  NAD 83(1986)-  37 17 30.67458(N)    076 22 47.37187(W) AD(       ) 3
 GV4306  NAD 27      -  37 17 30.18000(N)    076 22 48.56800(W) AD(       ) 3
 GV4306
 GV4306.Superseded values are not recommended for survey control.
 GV4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4306.See file dsdata.txt to determine how the superseded data were derived.
 GV4306
 GV4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7769728142(NAD 83)
 GV4306_MARKER: DT = TOPOGRAPHIC STATION DISK
 GV4306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GV4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4306
 GV4306  HISTORY     - Date     Condition        Report By
 GV4306  HISTORY     - 1947     MONUMENTED       CGS
 GV4306  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4306
 GV4306                          STATION DESCRIPTION
 GV4306
 GV4306'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4306'THIS STATION IS IN THE VICINITY OF STATION MID 1905 WHICH
 GV4306'HAS BEEN LOST.  IT IS ON A SAND AND GRASSY POINT, APPROXIMATELY
 GV4306'1 MILE SSE OF BUSH POINT, ABOUT 7 METERS W OF THE HIGH-WATER LINE.
 GV4306'
 GV4306'STATION MARK IS A STANDARD TOPOGRAPHIC DISK SET IN CEMENT
 GV4306'IN THE TOP OF AN IRON PIPE 2 INCHES IN DIAMETER AND 5 FEET
 GV4306'LONG.  THE PIPE IS DRIVEN INTO THE GROUND AND PROJECTS ABOUT
 GV4306'6 INCHES ABOVE THE SURFACE.
 GV4306'
 GV4306'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 2 FEET.
 GV4306
 GV4306                          STATION RECOVERY (2002)
 GV4306
 GV4306'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3632 ***********************************************************************
 GV3632  DESIGNATION -  DIME 2
 GV3632  PID         -  GV3632
 GV3632  STATE/COUNTY-  VA/LANCASTER
 GV3632  USGS QUAD   -  FLEETS BAY (1992)
 GV3632
 GV3632                         *CURRENT SURVEY CONTROL
 GV3632  ___________________________________________________________________
 GV3632* NAD 83(1993)-  37 40 23.89061(N)    076 19 26.12727(W)     ADJUSTED  
 GV3632* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3632  ___________________________________________________________________
 GV3632  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 GV3632  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV3632
 GV3632  HORZ ORDER  -  THIRD
 GV3632
 GV3632.The horizontal coordinates were established by classical geodetic methods
 GV3632.and adjusted by the National Geodetic Survey in November 1994..
 GV3632
 GV3632.The orthometric height was scaled from a topographic map.
 GV3632
 GV3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3632
 GV3632.The geoid height was determined by GEOID03.
 GV3632
 GV3632;                    North         East     Units Scale Factor Converg.
 GV3632;SPC VA S     - 1,150,917.397 3,691,950.119   MT  0.99995961   +1 19 14.6
 GV3632;SPC VA S     - 3,775,968.16 12,112,673.02   sFT  0.99995961   +1 19 14.6
 GV3632;UTM  18      - 4,170,392.787   383,246.573   MT  0.99976790   -0 48 33.2
 GV3632
 GV3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3632!SPC VA S     -   1.00000564  x   0.99995961  =   0.99996525
 GV3632!UTM  18      -   1.00000564  x   0.99976790  =   0.99977354
 GV3632
 GV3632:                Primary Azimuth Mark                     Grid Az
 GV3632:SPC VA S     -  OLD TOMS LIGHT                           056 52 06.6
 GV3632:UTM  18      -  OLD TOMS LIGHT                           058 59 54.4
 GV3632
 GV3632|---------------------------------------------------------------------|
 GV3632| PID    Reference Object                     Distance      Geod. Az  |
 GV3632|                                                           dddmmss.s |
 GV3632| GV3643 OLD TOMS LIGHT                      APPROX. 0.8 KM 0581121.2 |
 GV3632| GV3631 COTTON PATCH BAR LIGHT              APPROX. 1.5 KM 0952030.5 |
 GV3632| GV3629 WINDMILL POINT LIGHTHOUSE 1898      APPROX.11.5 KM 1372910.4 |
 GV3632| DC9186 DIME 2 RM 1                          23.397 METERS 24946     |
 GV3632| DC9187 DIME 2 RM 2                          23.347 METERS 32449     |
 GV3632|---------------------------------------------------------------------|
 GV3632
 GV3632                          SUPERSEDED SURVEY CONTROL
 GV3632
 GV3632  NAD 83(1993)-  37 40 23.92288(N)    076 19 26.18389(W) AD(       ) 3
 GV3632  NAD 83(1986)-  37 40 23.88552(N)    076 19 26.14501(W) AD(       ) 3
 GV3632  NAD 27      -  37 40 23.14100(N)    076 19 27.06000(W) AD(       ) 3
 GV3632
 GV3632.Superseded values are not recommended for survey control.
 GV3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3632.See file dsdata.txt to determine how the superseded data were derived.
 GV3632
 GV3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8324770393(NAD 83)
 GV3632_MARKER: DE = TRAVERSE STATION DISK
 GV3632_SETTING: 0 = UNSPECIFIED SETTING
 GV3632
 GV3632  HISTORY     - Date     Condition        Report By
 GV3632  HISTORY     - 1944     MONUMENTED       CGS
 GV3632  HISTORY     - 1952     MARK NOT FOUND   CGS
 GV3632  HISTORY     - 1954     MARK NOT FOUND   CGS
 GV3632  HISTORY     - 19980614 MARK NOT FOUND   USPSQD
 GV3632  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3632
 GV3632                          STATION DESCRIPTION
 GV3632
 GV3632'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3632'THE STATION IS LOCATED ON DYMERS OR GREAT NECK, ON THE W SIDE
 GV3632'OF FLEETS BAY, BETWEEN INDIAN AND DYMERS CREEKS.  THE STATION IS
 GV3632'ON HARD LAND IN A CUT-OVER AREA AND IS LARGELY GROWN UP IN BRUSH.
 GV3632'
 GV3632'THE STATION IS 16.7 METERS W OF THE HIGH-WATER LINE AT A
 GV3632'POINT ABOUT 300 METERS N OF THE HIGH-WATER LINE AT THE S END OF
 GV3632'THE MAIN SECTION OF THE POINT.
 GV3632'
 GV3632'THE STATION MARK IS A BRONZE TRAVERSE DISK STAMPED DIME 1944
 GV3632'AND SET IN CONCRETE.  IT PROJECTS 4 INCHES.
 GV3632'
 GV3632'TO REACH THE STATION FROM KILMARNOCK, GO SW ALONG ROAD TO
 GV3632'WHITESTONE TO GREAT NECK ROAD, TURN LEFT ALONG GREAT NECK ROAD TO
 GV3632'END OF TAR, THEN TAKE DIRT ROAD STRAIGHT AHEAD.  WHEN DIRT ROAD
 GV3632'TURNS LEFT, CONTINUE STRAIGHT PAST ELEVATED WATER TANK.  CONTINUE
 GV3632'ON THIS ROAD UNTIL ROAD ENDS.  STATION IS ON RIGHT AT END OF
 GV3632'ROAD.  THIS METHOD OF REACHING STATION SHOULD NOT BE ATTEMPTED BY
 GV3632'TRUCK IN WET WEATHER.
 GV3632'
 GV3632'REFERENCE MARK 1 IS LOCATED AT THE EDGE OF THE TRAIL MENTIONED
 GV3632'ABOVE, 32.0 METERS W OF HIGH-WATER LINE, AND 3 METERS E OF
 GV3632'THE E EDGE OF THE TRAIL.  IT IS A BRONZE REFERENCE DISK STAMPED
 GV3632'DIME R.M. 1 AND SET IN CONCRETE.  IT PROJECTS 8 INCHES.
 GV3632'
 GV3632'REFERENCE MARK 2 IS LOCATED IN A GROUP OF SMALL PINES AND IS
 GV3632'34.0 METERS W OF THE HIGH-WATER LINE.  IT IS A BRONZE REFERENCE
 GV3632'DISK STAMPED DIME R.M. 2 AND SET IN CONCRETE.  IT PROJECTS ABOUT
 GV3632'8 INCHES.
 GV3632
 GV3632                          STATION RECOVERY (1952)
 GV3632
 GV3632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV3632'STATION IS LOST.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 GV3632'MEASUREMENTS WERE TAKEN TO THE DESCRIBED LOCATION OF DIME 2,
 GV3632'AND THE POSITION FELL SEVERAL METERS INTO THE WATER.  THE BLUFF
 GV3632'IS ERODING VERY RAPIDLY HERE.  AFTER A HALF-HOUR THE SEARCH FOR
 GV3632'REFERENCE MARK 2 WAS GIVEN UP, HOWEVER, THE UNDERBRUSH IS VERY
 GV3632'DENSE AND THE MARK PROBABLY EXISTS.
 GV3632'
 GV3632'ABANDONMENT OF THE DESCRIBED ACCESS ROAD AND THE DEVELOPMENT
 GV3632'OF A NEW ROAD MAKES THE PREVIOUS ACCESS DESCRIPTION INADEQUATE.
 GV3632'
 GV3632'TO REACH STATION FROM KILMARNOCK, GO SE ALONG HIGHWAY 200 TOWARD
 GV3632'WHITESTONE TO FLEETS BAY NECK ROAD, TURN LEFT AND FOLLOW BEYOND
 GV3632'END OF TAR TO THE POINT WHERE THE MAIN ROAD TURNS RIGHT-ANGLE
 GV3632'LEFT.  CONTINUE STRAIGHT AHEAD BEYOND ELEVATED TANK, AND ON ROUGH
 GV3632'TRUCK ROAD.  TAKE RIGHT FORK TO EXTREMITY OF FLEETS BAY NECK
 GV3632'POINT AND END OF ROAD.  CONTINUE ON FOOT N ALONG AN ABANDONED
 GV3632'ROAD ON CHESAPEAKE BAY SHORE ABOUT 180 METERS FROM SAWDUST
 GV3632'PILE.
 GV3632'
 GV3632'REFERENCE MARK 1 IS IN THE BRUSH AREA, AND 11 METERS W OF THE
 GV3632'ROAD.
 GV3632'
 GV3632'ACCESS ROAD IS VERY ROUGH AND SHOULD ONLY BE ATTEMPTED IN DRY
 GV3632'WEATHER.
 GV3632
 GV3632                          STATION RECOVERY (1954)
 GV3632
 GV3632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3632'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 1
 GV3632'WAS LOCATED ABOUT 8 M. W OF THE HIGH-WATERLINE IN GOOD CONDITION,
 GV3632'WHICH SHOWS THAT THE SHORELINE HAS ERODED APPROXIMATELY 24 M.
 GV3632'SINCE THE STATION WAS ESTABLISHED.  REFERENCE MARK 2 WAS NOT
 GV3632'SEARCHED FOR.  IT IS RECOMMENDED THAT THE STATION BE CONSIDERED
 GV3632'LOST.
 GV3632
 GV3632                          STATION RECOVERY (1998)
 GV3632
 GV3632'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3632'MARK NOT FOUND.
 GV3632
 GV3632                          STATION RECOVERY (2002)
 GV3632
 GV3632'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3633 ***********************************************************************
 GV3633  DESIGNATION -  DIME 3
 GV3633  PID         -  GV3633
 GV3633  STATE/COUNTY-  VA/LANCASTER
 GV3633  USGS QUAD   -  FLEETS BAY (1992)
 GV3633
 GV3633                         *CURRENT SURVEY CONTROL
 GV3633  ___________________________________________________________________
 GV3633* NAD 83(1993)-  37 40 17.72565(N)    076 19 28.49799(W)     ADJUSTED  
 GV3633* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3633  ___________________________________________________________________
 GV3633  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 GV3633  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV3633
 GV3633  HORZ ORDER  -  THIRD
 GV3633
 GV3633.The horizontal coordinates were established by classical geodetic methods
 GV3633.and adjusted by the National Geodetic Survey in November 1994..
 GV3633
 GV3633.The orthometric height was scaled from a topographic map.
 GV3633
 GV3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3633
 GV3633.The geoid height was determined by GEOID03.
 GV3633
 GV3633;                    North         East     Units Scale Factor Converg.
 GV3633;SPC VA S     - 1,150,726.047 3,691,896.420   MT  0.99995945   +1 19 13.1
 GV3633;SPC VA S     - 3,775,340.37 12,112,496.84   sFT  0.99995945   +1 19 13.1
 GV3633;UTM  18      - 4,170,203.601   383,185.811   MT  0.99976807   -0 48 34.5
 GV3633
 GV3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3633!SPC VA S     -   1.00000548  x   0.99995945  =   0.99996493
 GV3633!UTM  18      -   1.00000548  x   0.99976807  =   0.99977355
 GV3633
 GV3633:                Primary Azimuth Mark                     Grid Az
 GV3633:SPC VA S     -  BLUFF 3                                  038 55 41.6
 GV3633:UTM  18      -  BLUFF 3                                  041 03 29.2
 GV3633
 GV3633|---------------------------------------------------------------------|
 GV3633| PID    Reference Object                     Distance      Geod. Az  |
 GV3633|                                                           dddmmss.s |
 GV3633| GV3630 BLUFF 3                             APPROX. 3.1 KM 0401454.7 |
 GV3633| GV3640 INDIAN CREEK ENTRANCE LIGHT 2       APPROX. 1.6 KM 0885656.9 |
 GV3633| DC9188 DIME 3 RM 1                          25.405 METERS 25342     |
 GV3633| DC9189 DIME 3 RM 2                          25.190 METERS 35454     |
 GV3633|---------------------------------------------------------------------|
 GV3633
 GV3633                          SUPERSEDED SURVEY CONTROL
 GV3633
 GV3633  NAD 83(1993)-  37 40 17.75725(N)    076 19 28.55489(W) AD(       ) 3
 GV3633  NAD 83(1986)-  37 40 17.72067(N)    076 19 28.51572(W) AD(       ) 3
 GV3633  NAD 27      -  37 40 16.99000(N)    076 19 29.42300(W) AD(       ) 3
 GV3633
 GV3633.Superseded values are not recommended for survey control.
 GV3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3633.See file dsdata.txt to determine how the superseded data were derived.
 GV3633
 GV3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8318670204(NAD 83)
 GV3633_MARKER: DS = TRIANGULATION STATION DISK
 GV3633_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV3633_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 GV3633
 GV3633  HISTORY     - Date     Condition        Report By
 GV3633  HISTORY     - 1954     MONUMENTED       CGS
 GV3633  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3633  HISTORY     - 19980614 MARK NOT FOUND   USPSQD
 GV3633  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3633
 GV3633                          STATION DESCRIPTION
 GV3633
 GV3633'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3633'THE STATION IS LOCATED ON THE W SHORE OF FLEETS BAY, NEAR
 GV3633'THE SE TIP OF FLEETS BAY NECK, AND SAID POINT BEING ABOUT
 GV3633'0.75 MI. N OF A SMALL ISLAND.  THE STATION IS MARKED WITH
 GV3633'A STANDARD BRONZE DISK, STAMPED DIME 3 1954 AND SET IN THE
 GV3633'TOP OF A 6-IN. IN DIAMETER CONCRETE-FILLED TERRA-COTTA DRAIN
 GV3633'TILE FLUSH WITH THE SURFACE.
 GV3633'
 GV3633'REFERENCE MARK 1 IS 83.35 FT. (25.405 M.) W-SW OF THE STATION.
 GV3633'THE MARK IS A STANDARD BRONZE REFERENCE DISK, STAMPED DIME
 GV3633'3 1954 NO 1 AND SET IN THE TOP OF A 6-IN. SQUARE CONCRETE
 GV3633'MONUMENT WHICH PROJECTS 4 IN.
 GV3633'
 GV3633'REFERENCE MARK 2 IS 82.65 FT. (25.190 M.) N-NW OF THE STATION.
 GV3633'THE MARK IS A STANDARD BRONZE REFERENCE DISK, STAMPED DIME
 GV3633'3 1954 NO 2 AND SET IN THE TOP OF A 6-IN. SQUARE CONCRETE
 GV3633'MONUMENT WHICH PROJECTS 4 IN.
 GV3633
 GV3633                          STATION RECOVERY (1994)
 GV3633
 GV3633'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3633'MARK NOT FOUND.
 GV3633
 GV3633                          STATION RECOVERY (1998)
 GV3633
 GV3633'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3633'MARK NOT FOUND.
 GV3633
 GV3633                          STATION RECOVERY (2002)
 GV3633
 GV3633'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2406 ***********************************************************************
 GV2406  DESIGNATION -  DIN
 GV2406  PID         -  GV2406
 GV2406  STATE/COUNTY-  VA/DINWIDDIE
 GV2406  USGS QUAD   -  DINWIDDIE (1979)
 GV2406
 GV2406                         *CURRENT SURVEY CONTROL
 GV2406  ___________________________________________________________________
 GV2406* NAD 83(1993)-  37 04 21.90953(N)    077 34 54.83267(W)     ADJUSTED  
 GV2406* NAVD 88     -        76.040  (meters)     249.47   (feet)  ADJUSTED  
 GV2406  ___________________________________________________________________
 GV2406  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 GV2406  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV2406  DYNAMIC HT  -          75.982 (meters)     249.28  (feet)  COMP
 GV2406  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 GV2406
 GV2406  HORZ ORDER  -  SECOND
 GV2406  VERT ORDER  -  SECOND    CLASS 0
 GV2406
 GV2406.The horizontal coordinates were established by classical geodetic methods
 GV2406.and adjusted by the National Geodetic Survey in September 1995..
 GV2406
 GV2406.The orthometric height was determined by differential leveling
 GV2406.and adjusted by the National Geodetic Survey in June 1991..
 GV2406
 GV2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2406
 GV2406.The geoid height was determined by GEOID03.
 GV2406
 GV2406.The dynamic height is computed by dividing the NAVD 88
 GV2406.geopotential number by the normal gravity value computed on the
 GV2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2406.degrees latitude (g = 980.6199 gals.).
 GV2406
 GV2406.The modeled gravity was interpolated from observed gravity values.
 GV2406
 GV2406;                    North         East     Units Scale Factor Converg.
 GV2406;SPC VA S     - 1,082,453.452 3,581,639.200   MT  0.99995856   +0 33 26.0
 GV2406;SPC VA S     - 3,551,349.37 11,750,761.28   sFT  0.99995856   +0 33 26.0
 GV2406;UTM  18      - 4,106,061.906   270,470.515   MT  1.00024905   -1 33 25.6
 GV2406
 GV2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2406!SPC VA S     -   0.99999330  x   0.99995856  =   0.99995186
 GV2406!UTM  18      -   0.99999330  x   1.00024905  =   1.00024235
 GV2406
 GV2406:                Primary Azimuth Mark                     Grid Az
 GV2406:SPC VA S     -  DIN AZ MK                                110 14 15.6
 GV2406:UTM  18      -  DIN AZ MK                                112 21 07.2
 GV2406
 GV2406|---------------------------------------------------------------------|
 GV2406| PID    Reference Object                     Distance      Geod. Az  |
 GV2406|                                                           dddmmss.s |
 GV2406| GV2409 DIN AZ MK                                          1104741.6 |
 GV2406| GV2407 DIN RM 2                             26.875 METERS 13223     |
 GV2406| GV5652 DINWIDDIE ARMY COMMUN MAST          APPROX. 2.0 KM 3473244.1 |
 GV2406| GV2408 DIN RM 1                             22.364 METERS 35645     |
 GV2406| GV5653 DINWIDDIE HIGH SCHOOL DOME          APPROX. 0.9 KM 3573607.9 |
 GV2406|---------------------------------------------------------------------|
 GV2406
 GV2406                          SUPERSEDED SURVEY CONTROL
 GV2406
 GV2406  NAD 83(1986)-  37 04 21.91643(N)    077 34 54.85001(W) AD(       ) 2
 GV2406  NAD 27      -  37 04 21.37520(N)    077 34 55.89380(W) AD(       ) 2
 GV2406  NGVD 29 (??/??/??)   76.370  (m)          250.56   (f) ADJUSTED    2 0
 GV2406
 GV2406.Superseded values are not recommended for survey control.
 GV2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2406.See file dsdata.txt to determine how the superseded data were derived.
 GV2406
 GV2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7047106062(NAD 83)
 GV2406_MARKER: DS = TRIANGULATION STATION DISK
 GV2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2406_STAMPING: DIN 1959
 GV2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2406+STABILITY: SURFACE MOTION
 GV2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2406+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2406
 GV2406  HISTORY     - Date     Condition        Report By
 GV2406  HISTORY     - 1959     MONUMENTED       CGS
 GV2406  HISTORY     - 1960     GOOD             CGS
 GV2406  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2406  HISTORY     - 20030331 GOOD             VADOT
 GV2406  HISTORY     - 20051022 GOOD             USPSQD
 GV2406
 GV2406                          STATION DESCRIPTION
 GV2406
 GV2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV2406'STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF DINWIDDIE,
 GV2406'150 YARDS SOUTHEAST OF THE SEABOARD RAILROAD STATION, IN THE
 GV2406'AREA BETWEEN THE FORKS OF THE ROADS AND ON THE PROPERTY OF
 GV2406'MR. ARTHUR RICHARDSON.
 GV2406'
 GV2406'STATION, STAMPED DIN 1959, PROJECTS ABOUT 2 INCHES.  IT IS
 GV2406'55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF OLD BUILDING,
 GV2406'44 FEET EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROUTE 619,
 GV2406'48 FEET NORTH OF A POWER POLE, 22 FEET SOUTH OF THE CENTERLINE OF
 GV2406'COUNTY ROUTE 679, 21 FEET EAST OF A TRIANGULAR BLAZED 12 INCH
 GV2406'PINE TREE AND 1.4 FEET EAST-NORTHEAST OF A C AND GS SIGN.
 GV2406'
 GV2406'R.M. 1, STAMPED DIN NO 1 1959, PROJECTS ABOUT 2 INCHES.  IT
 GV2406'IS 77 FEET NORTH OF THE 12 INCH TRIANGULAR BLAZED PINE TREE,
 GV2406'40 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 679, 1.6 FEET
 GV2406'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE OLD BUILDING
 GV2406'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GV2406'
 GV2406'R.M. 2, STAMPED DIN NO 2 1959, IS SET FLUSH WITH THE SURFACE
 GV2406'OF THE GROUND.  IT 80 FEET EAST OF A POWER POLE, 49 FEET SOUTH
 GV2406'OF THE CENTERLINE OF COUNTY ROUTE 679 AND ABOUT THE SAME
 GV2406'ELEVATION AS THE STATION.
 GV2406'
 GV2406'AZIMUTH MARK, STAMPED DIN 1959, PROJECTS ABOUT 4 INCHES.  IT
 GV2406'IS 41 FEET EAST OF A TWIN OAK TREE, 1.6 FEET WEST OF A C AND
 GV2406'GS SIGN, 17 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE
 GV2406'679 AND ABOUT THE SAME ELEVATION AS THE ROAD.
 GV2406'
 GV2406'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN DINWIDDIE,
 GV2406'GO EASTERLY ON COUNTY ROUTE 619 FOR 0.45 MILE TO FORKS OF ROAD
 GV2406'AND THE STATION AS DESCRIBED.
 GV2406'
 GV2406'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 GV2406'ROUTE 679 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GV2406'
 GV2406'HEIGHT OF LIGHT ABOVE STATION MARK 30.12 METERS.
 GV2406
 GV2406                          STATION RECOVERY (1960)
 GV2406
 GV2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV2406'AT DINWIDDIE.
 GV2406'AT DINWIDDIE, ABOUT 0.5 MILE SOUTHEAST ALONG BLACK TOP ROAD
 GV2406'NO. 619 FROM THE JUNCTION OF U.S. HIGHWAY 1 AND THE COURTHOUSE,
 GV2406'IN THE Y JUNCTION FORMED BY THE JUNCTION OF ROAD 619 LEADING
 GV2406'SOUTHEAST AND NORTHWEST AND ROAD 679 LEADING EAST, 250 FEET
 GV2406'SOUTHEAST OF THE CENTER OF SOUTHEAST END OF WOODEN OVERPASS
 GV2406'OF ROAD 619 OVER THE SEABOARD AIR LINE RAILWAY, 44 1/2 FEET
 GV2406'EAST-NORTHEAST OF THE CENTER LINE OF ROAD 619, 23 1/2 FEET
 GV2406'SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD 679, 48 FEET
 GV2406'NORTH-NORTHEAST OF A CABLE LINE POLE, 22 FEET EAT OF A TRIPPLE
 GV2406'TRUNK OAK TREE, 73.4 FEET SOUTH OF AND ACROSS ROAD 679 FROM
 GV2406'R M 1, 88.2 FEET WEST-NORTHWEST OF R M 2, AND SET IN TOP OF A
 GV2406'CONCRETE POST.
 GV2406
 GV2406                          STATION RECOVERY (2001)
 GV2406
 GV2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2406
 GV2406                          STATION RECOVERY (2003)
 GV2406
 GV2406'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA)
 GV2406'RECOVERED IN GOOD CONDITION.
 GV2406
 GV2406                          STATION RECOVERY (2005)
 GV2406
 GV2406'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2409 ***********************************************************************
 GV2409  DESIGNATION -  DIN AZ MK
 GV2409  PID         -  GV2409
 GV2409  STATE/COUNTY-  VA/DINWIDDIE
 GV2409  USGS QUAD   -  DINWIDDIE (1979)
 GV2409
 GV2409                         *CURRENT SURVEY CONTROL
 GV2409  ___________________________________________________________________
 GV2409* NAD 83(1986)-  37 04 20.     (N)    077 34 48.     (W)     SCALED    
 GV2409* NAVD 88     -        74.138  (meters)     243.23   (feet)  ADJUSTED  
 GV2409  ___________________________________________________________________
 GV2409  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GV2409  DYNAMIC HT  -          74.082 (meters)     243.05  (feet)  COMP
 GV2409  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 GV2409
 GV2409  VERT ORDER  -  SECOND    CLASS 0
 GV2409
 GV2409.The horizontal coordinates were scaled from a topographic map and have
 GV2409.an estimated accuracy of +/- 6 seconds.
 GV2409
 GV2409.The orthometric height was determined by differential leveling
 GV2409.and adjusted by the National Geodetic Survey in June 1991..
 GV2409
 GV2409.The geoid height was determined by GEOID03.
 GV2409
 GV2409.The dynamic height is computed by dividing the NAVD 88
 GV2409.geopotential number by the normal gravity value computed on the
 GV2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2409.degrees latitude (g = 980.6199 gals.).
 GV2409
 GV2409.The modeled gravity was interpolated from observed gravity values.
 GV2409
 GV2409;                    North         East    Units  Estimated Accuracy
 GV2409;SPC VA S     - 1,082,400.    3,581,810.      MT  (+/- 180 meters Scaled)
 GV2409
 GV2409                          SUPERSEDED SURVEY CONTROL
 GV2409
 GV2409  NGVD 29 (??/??/??)   74.469  (m)          244.32   (f) ADJUSTED    2 0
 GV2409
 GV2409.Superseded values are not recommended for survey control.
 GV2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2409.See file dsdata.txt to determine how the superseded data were derived.
 GV2409
 GV2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG706059(NAD 83)
 GV2409_MARKER: DZ = AZIMUTH MARK DISK
 GV2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2409_STAMPING: DIN 1959
 GV2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2409+STABILITY: SURFACE MOTION
 GV2409
 GV2409  HISTORY     - Date     Condition        Report By
 GV2409  HISTORY     - 1959     MONUMENTED       CGS
 GV2409  HISTORY     - 1960     GOOD             CGS
 GV2409  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2409
 GV2409                          STATION DESCRIPTION
 GV2409
 GV2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2409'AT DINWIDDIE.
 GV2409'AT DINWIDDIE, ABOUT 0.5 MILE SOUTHEAST ALONG ROAD 619 FROM THE
 GV2409'JUNCTION OF U.S. HIGHWAY 1 AND THE COURTHOUSE, THENCE ABOUT 0.1
 GV2409'MILE EAST-SOUTHEAST ALONG ROAD 679, 0.1 MILE EAST-SOUTHEAST OF
 GV2409'THE JUNCTION OF ROADS 619 AND 679, 18 FEET NORTH-NORTHEAST OF
 GV2409'THE CENTER LINE OF ROAD 679, 2 FEET NORTHWEST OF A STEEL WITNESS
 GV2409'POST, ABOUT LEVEL WITH ROAD 679, AND SET IN TOP OF A CONCRETE
 GV2409'POST PROJECTING 3 INCHES.
 GV2409
 GV2409                          STATION RECOVERY (2001)
 GV2409
 GV2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2408 ***********************************************************************
 GV2408  DESIGNATION -  DIN RM 1
 GV2408  PID         -  GV2408
 GV2408  STATE/COUNTY-  VA/DINWIDDIE
 GV2408  USGS QUAD   -  DINWIDDIE (1979)
 GV2408
 GV2408                         *CURRENT SURVEY CONTROL
 GV2408  ___________________________________________________________________
 GV2408* NAD 83(1986)-  37 04 22.     (N)    077 34 54.     (W)     SCALED    
 GV2408* NAVD 88     -        75.958  (meters)     249.21   (feet)  ADJUSTED  
 GV2408  ___________________________________________________________________
 GV2408  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV2408  DYNAMIC HT  -          75.901 (meters)     249.02  (feet)  COMP
 GV2408  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 GV2408
 GV2408  VERT ORDER  -  SECOND    CLASS 0
 GV2408
 GV2408.The horizontal coordinates were scaled from a topographic map and have
 GV2408.an estimated accuracy of +/- 6 seconds.
 GV2408
 GV2408.The orthometric height was determined by differential leveling
 GV2408.and adjusted by the National Geodetic Survey in June 1991..
 GV2408
 GV2408.The geoid height was determined by GEOID03.
 GV2408
 GV2408.The dynamic height is computed by dividing the NAVD 88
 GV2408.geopotential number by the normal gravity value computed on the
 GV2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2408.degrees latitude (g = 980.6199 gals.).
 GV2408
 GV2408.The modeled gravity was interpolated from observed gravity values.
 GV2408
 GV2408;                    North         East    Units  Estimated Accuracy
 GV2408;SPC VA S     - 1,082,460.    3,581,660.      MT  (+/- 180 meters Scaled)
 GV2408
 GV2408                          SUPERSEDED SURVEY CONTROL
 GV2408
 GV2408  NGVD 29 (??/??/??)   76.288  (m)          250.29   (f) ADJUSTED    2 0
 GV2408
 GV2408.Superseded values are not recommended for survey control.
 GV2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2408.See file dsdata.txt to determine how the superseded data were derived.
 GV2408
 GV2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG704060(NAD 83)
 GV2408_MARKER: DR = REFERENCE MARK DISK
 GV2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2408_STAMPING: DIN NO 1 1959
 GV2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2408+STABILITY: SURFACE MOTION
 GV2408
 GV2408  HISTORY     - Date     Condition        Report By
 GV2408  HISTORY     - 1959     MONUMENTED       CGS
 GV2408  HISTORY     - 1960     GOOD             CGS
 GV2408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2408
 GV2408                          STATION DESCRIPTION
 GV2408
 GV2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2408'AT DINWIDDIE.
 GV2408'73.4 FEET NORTH OF AND ACROSS ROAD 679 FROM TRIANGULATION
 GV2408'STATION DIN, DESCRIBED, 150.0 FEET NORTH-NORTHWEST OF AND
 GV2408'ACROSS ROAD 679 FROM R M 2, ABOUT 30 YARDS EAST-NORTHEAST OF THE
 GV2408'CENTER OF JUNCTION OF ROADS 619 AND 679, 40 FEET NORTH-NORTHEAST
 GV2408'OF THE CENTER LINE OF ROAD 679, 2 FEET EAST-SOUTHEAST OF THE
 GV2408'NORTHEAST CORNER OF A WOODEN SHED, ABOUT LEVEL WITH ROAD 679,
 GV2408'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GV2408
 GV2408                          STATION RECOVERY (2001)
 GV2408
 GV2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2407 ***********************************************************************
 GV2407  DESIGNATION -  DIN RM 2
 GV2407  PID         -  GV2407
 GV2407  STATE/COUNTY-  VA/DINWIDDIE
 GV2407  USGS QUAD   -  DINWIDDIE (1979)
 GV2407
 GV2407                         *CURRENT SURVEY CONTROL
 GV2407  ___________________________________________________________________
 GV2407* NAD 83(1986)-  37 04 22.     (N)    077 34 54.     (W)     SCALED    
 GV2407* NAVD 88     -        75.477  (meters)     247.63   (feet)  ADJUSTED  
 GV2407  ___________________________________________________________________
 GV2407  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV2407  DYNAMIC HT  -          75.420 (meters)     247.44  (feet)  COMP
 GV2407  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 GV2407
 GV2407  VERT ORDER  -  SECOND    CLASS 0
 GV2407
 GV2407.The horizontal coordinates were scaled from a topographic map and have
 GV2407.an estimated accuracy of +/- 6 seconds.
 GV2407
 GV2407.The orthometric height was determined by differential leveling
 GV2407.and adjusted by the National Geodetic Survey in June 1991..
 GV2407
 GV2407.The geoid height was determined by GEOID03.
 GV2407
 GV2407.The dynamic height is computed by dividing the NAVD 88
 GV2407.geopotential number by the normal gravity value computed on the
 GV2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2407.degrees latitude (g = 980.6199 gals.).
 GV2407
 GV2407.The modeled gravity was interpolated from observed gravity values.
 GV2407
 GV2407;                    North         East    Units  Estimated Accuracy
 GV2407;SPC VA S     - 1,082,460.    3,581,660.      MT  (+/- 180 meters Scaled)
 GV2407
 GV2407                          SUPERSEDED SURVEY CONTROL
 GV2407
 GV2407  NGVD 29 (??/??/??)   75.807  (m)          248.71   (f) ADJUSTED    2 0
 GV2407
 GV2407.Superseded values are not recommended for survey control.
 GV2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2407.See file dsdata.txt to determine how the superseded data were derived.
 GV2407
 GV2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG704060(NAD 83)
 GV2407_MARKER: DR = REFERENCE MARK DISK
 GV2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2407_STAMPING: DIN NO 2 1959
 GV2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2407+STABILITY: SURFACE MOTION
 GV2407
 GV2407  HISTORY     - Date     Condition        Report By
 GV2407  HISTORY     - 1959     MONUMENTED       CGS
 GV2407  HISTORY     - 1960     GOOD             CGS
 GV2407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2407
 GV2407                          STATION DESCRIPTION
 GV2407
 GV2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2407'AT DINWIDDIE.
 GV2407'88.2 FEET EAST-SOUTHEAST OF TRIANGULATION STATION DIN, DESCRIBED,
 GV2407'150.0 FEET SOUTH-SOUTHEAST OF AND ACROSS ROAD 679 FROM R M 2,
 GV2407'49 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD 679,
 GV2407'77 FEET EAST-NORTHEAST OF THE CENTER LINE OF ROAD 619, IN Y
 GV2407'JUNCTION OF ROADS 619 AND 679, AND SET IN TOP OF A CONCRETE
 GV2407'POST FLUSH WITH THE GROUND.
 GV2407
 GV2407                          STATION RECOVERY (2001)
 GV2407
 GV2407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5861 ***********************************************************************
 GV5861  DESIGNATION -  DINPORT
 GV5861  PID         -  GV5861
 GV5861  STATE/COUNTY-  VA/DINWIDDIE
 GV5861  USGS QUAD   -  SUTHERLAND (1974)
 GV5861
 GV5861                         *CURRENT SURVEY CONTROL
 GV5861  ___________________________________________________________________
 GV5861* NAD 83(1993)-  37 10 55.47255(N)    077 30 27.38612(W)     ADJUSTED  
 GV5861* NAVD 88     -        55.9    (meters)     183.     (feet)  VERTCON   
 GV5861  ___________________________________________________________________
 GV5861  X           -   1,100,547.326 (meters)                     COMP
 GV5861  Y           -  -4,967,369.234 (meters)                     COMP
 GV5861  Z           -   3,833,525.206 (meters)                     COMP
 GV5861  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 GV5861  ELLIP HEIGHT-          22.59  (meters)          (09/08/95) GPS OBS
 GV5861  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV5861
 GV5861  HORZ ORDER  -  THIRD
 GV5861  ELLP ORDER  -  FOURTH    CLASS II
 GV5861
 GV5861.This mark is at Petersburg Airport (PTB)
 GV5861
 GV5861.The horizontal coordinates were established by GPS observations
 GV5861.and adjusted by the National Geodetic Survey in September 1995..
 GV5861
 GV5861.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5861
 GV5861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5861
 GV5861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5861
 GV5861.The ellipsoidal height was determined by GPS observations
 GV5861.and is referenced to NAD 83.
 GV5861
 GV5861.The geoid height was determined by GEOID03.
 GV5861
 GV5861;                    North         East     Units Scale Factor Converg.
 GV5861;SPC VA S     - 1,094,651.749 3,588,117.489   MT  0.99995061   +0 36 08.3
 GV5861;SPC VA S     - 3,591,369.95 11,772,015.46   sFT  0.99995061   +0 36 08.3
 GV5861;UTM  18      - 4,118,015.933   277,396.769   MT  1.00021045   -1 30 57.9
 GV5861
 GV5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5861!SPC VA S     -   0.99999645  x   0.99995061  =   0.99994707
 GV5861!UTM  18      -   0.99999645  x   1.00021045  =   1.00020690
 GV5861
 GV5861:                Primary Azimuth Mark                     Grid Az
 GV5861:SPC VA S     -  DINPORT AZ MK                            040 10 40.1
 GV5861:UTM  18      -  DINPORT AZ MK                            042 17 46.3
 GV5861
 GV5861|---------------------------------------------------------------------|
 GV5861| PID    Reference Object                     Distance      Geod. Az  |
 GV5861|                                                           dddmmss.s |
 GV5861| GV5866 DINPORT AZ MK                       APPROX. 0.7 KM 0404648.4 |
 GV5861|---------------------------------------------------------------------|
 GV5861
 GV5861                          SUPERSEDED SURVEY CONTROL
 GV5861
 GV5861  NAD 83(1993)-  37 10 55.46955(N)    077 30 27.39123(W) AD(       ) 3
 GV5861  ELLIP H (01/27/92)   22.39   (m)                       GP(       ) 4 1
 GV5861  NAD 83(1986)-  37 10 55.48048(N)    077 30 27.40216(W) AD(       ) 3
 GV5861  NAD 27      -  37 10 54.93977(N)    077 30 28.45205(W) AD(       ) 3
 GV5861  NGVD 29 (03/22/89)   56.2    (m)          184.     (f) GPS OBS        
 GV5861
 GV5861.Superseded values are not recommended for survey control.
 GV5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5861.See file dsdata.txt to determine how the superseded data were derived.
 GV5861
 GV5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7739718016(NAD 83)
 GV5861_MARKER: DH = HORIZONTAL CONTROL DISK
 GV5861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV5861_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5861+STABILITY: SURFACE MOTION
 GV5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5861+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2001
 GV5861
 GV5861  HISTORY     - Date     Condition        Report By
 GV5861  HISTORY     - 1987     MONUMENTED       NGS
 GV5861  HISTORY     - 19950426 GOOD             USPSQD
 GV5861  HISTORY     - 20010204 GOOD             USPSQD
 GV5861
 GV5861                          STATION DESCRIPTION
 GV5861
 GV5861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GV5861'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI)
 GV5861'NORTH OF DINWIDDE, 6.5 KM (4.0 MI) SOUTHWEST OF PETERSBURG, IN THE
 GV5861'EAST ANGLE OF THE JUNCTION OF RUNWAYS AT THE PETERSBURG MUNICIPAL
 GV5861'AIRPORT.
 GV5861'OWNERSHIP--PETERSBURG DINWIDDE AIRPORT, AIRPORT MANAGER, LOUIS G
 GV5861'THIBAULT, PETERSBURG VA 23803, PH 804-861-9771.
 GV5861'
 GV5861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 GV5861'ROAD 703, AT THE ELEMENTARY SCHOOL IN DINWIDDE.  GO NORTHEAST ON
 GV5861'HIGHWAY 1 FOR 13.5 KM (8.4 MI) TO STATE ROAD 641, TURN LEFT FOR 1.0
 GV5861'KM (0.6 MI) TO THE AIRPORT OFFICE, PASS THROUGH THE GATE, THEN TURN
 GV5861'LEFT, (TO REACH THE AZIMUTH MARK FROM HERE, TURN RIGHT AND GO
 GV5861'NORTHEAST ON TAXI STRIP FOR 0.3 KM (0.2 MI) TO A TAXI STRIP ON THE
 GV5861'LEFT, TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.15 MI) TO THE MARK
 GV5861'ON THE RIGHT BETWEEN TAXI STRIP AND ABANDONED RUNWAY.) AND GO
 GV5861'SOUTH AND WEST FOR 0.5 KM (0.3 MI) ON TAXI STRIP TO THE STATION ON
 GV5861'THE LEFT BETWEEN RUNWAY AND TAXI STRIP.
 GV5861'
 GV5861'THE STATION IS A STANDARD NGS DISK
 GV5861'STAMPED---DINPORT 1986---,
 GV5861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GV5861'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GV5861'85.6 METERS (280.8 FT) EAST FROM THE JUNCTION OF RUNWAYS 14-32 AND
 GV5861'5-23,
 GV5861'42.7 METERS (140.1 FT) NORTH-NORTHEAST FROM THE CENTER OF RUNWAY
 GV5861'14-32,
 GV5861'19.25 METERS (63.2 FT) NORTH-NORTHEAST FROM THE CENTER OF A METAL
 GV5861'DRAIN BASIN,
 GV5861'14.8 METERS (48.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE TAXI
 GV5861'STRIP,
 GV5861'13.2 METERS (43.3 FT) WEST FROM THE SOUTHERNMOST TAXI STRIP LIGHT,
 GV5861'7.5 METERS (24.6 FT) SOUTHWEST FROM THE CENTER OF A 0.4 METER (1.3
 GV5861'FT) SQUARE CONCRETE CABLE MARKER, AND
 GV5861'0.3 METERS (0.98 FT) EAST FROM A FIBERGLASS WITNESS POST.
 GV5861'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GV5861'STAMPED---DINPORT 1986---,
 GV5861'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GV5861'
 GV5861'THE AZIMUTH MARK IS A STANDARD NGS DISK
 GV5861'STAMPED---DINPORT 1986---,
 GV5861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GV5861'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GV5861'51.1 METERS (167.7 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 5-23,
 GV5861'23.4 METERS (76.8 FT) NORTH FROM THE NORTHERNMOST TAXI STRIP LIGHT,
 GV5861'21.1 METERS (69.2 FT) NORTHWEST FROM THE CENTER OF THE TAXI STRIP,
 GV5861'19.5 METERS (64.0 FT) NORTH FROM THE CENTER OF A CONCRETE CABLE
 GV5861'MARKER,
 GV5861'9.4 METERS (30.8 FT) SOUTHEAST FROM A METAL CABLE MARKER SET IN A 1
 GV5861'X 1 METER CONCRETE SLAB AT THE EDGE OF ABANDONED RUNWAY, AND
 GV5861'0.45 METERS (1.48 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GV5861'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GV5861'STAMPED---DINPORT 1986---,
 GV5861'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GV5861'
 GV5861'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GV5861'1987.
 GV5861'
 GV5861'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GV5861'
 GV5861'DESCRIBED BY J.D. RIGNEY JR.
 GV5861
 GV5861                          STATION RECOVERY (1995)
 GV5861
 GV5861'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5861'RECOVERED IN GOOD CONDITION.
 GV5861
 GV5861                          STATION RECOVERY (2001)
 GV5861
 GV5861'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV5861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5866 ***********************************************************************
 GV5866  DESIGNATION -  DINPORT AZ MK
 GV5866  PID         -  GV5866
 GV5866  STATE/COUNTY-  VA/DINWIDDIE
 GV5866  USGS QUAD   -  SUTHERLAND (1974)
 GV5866
 GV5866                         *CURRENT SURVEY CONTROL
 GV5866  ___________________________________________________________________
 GV5866* NAD 83(1993)-  37 11 11.45137(N)    077 30 10.15888(W)     ADJUSTED  
 GV5866* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 GV5866  ___________________________________________________________________
 GV5866  X           -   1,100,898.069 (meters)                     COMP
 GV5866  Y           -  -4,966,987.966 (meters)                     COMP
 GV5866  Z           -   3,833,918.691 (meters)                     COMP
 GV5866  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 GV5866  ELLIP HEIGHT-          24.30  (meters)          (09/08/95) GPS OBS
 GV5866  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV5866
 GV5866  HORZ ORDER  -  THIRD
 GV5866  ELLP ORDER  -  FOURTH    CLASS II
 GV5866
 GV5866.This mark is at Petersburg Airport (PTB)
 GV5866
 GV5866.The horizontal coordinates were established by GPS observations
 GV5866.and adjusted by the National Geodetic Survey in September 1995..
 GV5866
 GV5866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5866
 GV5866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5866
 GV5866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5866
 GV5866.The ellipsoidal height was determined by GPS observations
 GV5866.and is referenced to NAD 83.
 GV5866
 GV5866.The geoid height was determined by GEOID03.
 GV5866
 GV5866;                    North         East     Units Scale Factor Converg.
 GV5866;SPC VA S     - 1,095,148.771 3,588,537.175   MT  0.99995036   +0 36 18.8
 GV5866;SPC VA S     - 3,593,000.59 11,773,392.38   sFT  0.99995036   +0 36 18.8
 GV5866;UTM  18      - 4,118,497.225   277,834.655   MT  1.00020805   -1 30 48.1
 GV5866
 GV5866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5866!SPC VA S     -   0.99999619  x   0.99995036  =   0.99994655
 GV5866!UTM  18      -   0.99999619  x   1.00020805  =   1.00020424
 GV5866
 GV5866:                Primary Azimuth Mark                     Grid Az
 GV5866:SPC VA S     -  DINPORT                                  220 10 40.0
 GV5866:UTM  18      -  DINPORT                                  222 17 46.9
 GV5866
 GV5866|---------------------------------------------------------------------|
 GV5866| PID    Reference Object                     Distance      Geod. Az  |
 GV5866|                                                           dddmmss.s |
 GV5866| GV5861 DINPORT                             APPROX. 0.7 KM 2204658.8 |
 GV5866|---------------------------------------------------------------------|
 GV5866
 GV5866                          SUPERSEDED SURVEY CONTROL
 GV5866
 GV5866  NAD 83(1986)-  37 11 11.45931(N)    077 30 10.17491(W) AD(       ) 3
 GV5866  NAD 27      -  37 11 10.91863(N)    077 30 11.22532(W) AD(       ) 3
 GV5866  NGVD 29 (03/22/89)   58.0    (m)          190.     (f) GPS OBS        
 GV5866
 GV5866.Superseded values are not recommended for survey control.
 GV5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5866.See file dsdata.txt to determine how the superseded data were derived.
 GV5866
 GV5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7783518497(NAD 83)
 GV5866_MARKER: DH = HORIZONTAL CONTROL DISK
 GV5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV5866_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5866+STABILITY: SURFACE MOTION
 GV5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5866+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2001
 GV5866
 GV5866  HISTORY     - Date     Condition        Report By
 GV5866  HISTORY     - 1987     MONUMENTED       NGS
 GV5866  HISTORY     - 19950426 GOOD             USPSQD
 GV5866  HISTORY     - 20010204 GOOD             USPSQD
 GV5866
 GV5866                          STATION DESCRIPTION
 GV5866
 GV5866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GV5866'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI)
 GV5866'NORTH OF DINWIDDE, 6.5 KM ( 4.0 MI) SOUTHWEST OF PETERSBURG, AT THE
 GV5866'PETERSBURG MUNICIPAL AIRPORT AND IN THE NORTHEAST ANGLE OF THE
 GV5866'JUNCTION OF TAXI STRIP AND RUNWAY 5-23.
 GV5866'OWNERSHIP--PETERSBURG DINWIDDE AIRPORT, AIRPORT MANAGER, LOUIS G
 GV5866'THIBAULT, PETERSBURG VA 23803, PH 804-861-9771.
 GV5866'
 GV5866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 GV5866'ROAD 703, AT THE ELEMENTARY SCHOOL IN DINWIDDE.  GO NORTHEAST ON
 GV5866'HIGHWAY 1 FOR 13.5 KM (8.4 MI) TO STATE ROAD 641, TURN LEFT FOR 1.0
 GV5866'KM (0.6 MI) TO THE AIRPORT OFFICE, PASS THROUGH THE GATE, THEN TURN
 GV5866'RIGHT AND GO NORTHEAST ON TAXI STRIP FOR 0.3 KM (0.2 MI) TO A TAXI
 GV5866'STRIP ON THE LEFT, TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.15 MI)
 GV5866'TO THE STATION ON THE RIGHT BETWEEN TAXI STRIP AND ABANDONED RUNWAY.
 GV5866'
 GV5866'THE STATION IS A STANDARD NGS DISK
 GV5866'STAMPED---DINPORT 1986---,
 GV5866'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GV5866'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 GV5866'51.1 METERS (167.7 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 5-23,
 GV5866'23.4 METERS (76.8 FT) NORTH FROM THE NORTHERNMOST TAXI STRIP LIGHT,
 GV5866'21.1 METERS (69.2 FT) NORTHWEST FROM THE CENTER OF THE TAXI STRIP,
 GV5866'19.5 METERS (64.0 FT) NORTH FROM THE CENTER OF A CONCRETE CABLE
 GV5866'MARKER,
 GV5866'9.4 METERS (30.8 FT) SOUTHEAST FROM A METAL CABLE MARKER SET IN A 1
 GV5866'X 1 METER CONCRETE SLAB AT THE EDGE OF ABANDONED RUNWAY, AND
 GV5866'0.45 METERS (1.48 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GV5866'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GV5866'STAMPED---DINPORT 1986---,
 GV5866'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GV5866'
 GV5866'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GV5866'1987.
 GV5866'
 GV5866'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GV5866'
 GV5866'DESCRIBED BY J.D. RIGNEY JR.
 GV5866
 GV5866                          STATION RECOVERY (1995)
 GV5866
 GV5866'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5866'RECOVERED IN GOOD CONDITION.
 GV5866
 GV5866                          STATION RECOVERY (2001)
 GV5866
 GV5866'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV5866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1063 ***********************************************************************
 FX1063  DESIGNATION -  DINSUS
 FX1063  PID         -  FX1063
 FX1063  STATE/COUNTY-  VA/SUSSEX
 FX1063  USGS QUAD   -  STONY CREEK (1986)
 FX1063
 FX1063                         *CURRENT SURVEY CONTROL
 FX1063  ___________________________________________________________________
 FX1063* NAD 83(1993)-  36 56 38.31087(N)    077 29 24.91322(W)     ADJUSTED  
 FX1063* NAVD 88     -        43.751  (meters)     143.54   (feet)  POSTED    
 FX1063  ___________________________________________________________________
 FX1063  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FX1063  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 FX1063  DYNAMIC HT  -          43.720 (meters)     143.44  (feet)  COMP
 FX1063  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 FX1063
 FX1063  HORZ ORDER  -  SECOND
 FX1063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1063
 FX1063.The horizontal coordinates were established by classical geodetic methods
 FX1063.and adjusted by the National Geodetic Survey in September 1995..
 FX1063
 FX1063.The orthometric height was determined by differential leveling
 FX1063.and adjusted by the National Geodetic Survey in 1992..
 FX1063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1063.rate of 0.0 thru 1.0 mm/km.
 FX1063
 FX1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1063
 FX1063.The geoid height was determined by GEOID03.
 FX1063
 FX1063.The dynamic height is computed by dividing the NAVD 88
 FX1063.geopotential number by the normal gravity value computed on the
 FX1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1063.degrees latitude (g = 980.6199 gals.).
 FX1063
 FX1063.The modeled gravity was interpolated from observed gravity values.
 FX1063
 FX1063;                    North         East     Units Scale Factor Converg.
 FX1063;SPC VA S     - 1,068,246.544 3,589,940.925   MT  0.99997255   +0 36 46.2
 FX1063;SPC VA S     - 3,504,738.87 11,777,997.85   sFT  0.99997255   +0 36 46.2
 FX1063;UTM  18      - 4,091,554.870   278,245.012   MT  1.00020584   -1 29 50.4
 FX1063
 FX1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1063!SPC VA S     -   0.99999844  x   0.99997255  =   0.99997099
 FX1063!UTM  18      -   0.99999844  x   1.00020584  =   1.00020428
 FX1063
 FX1063|---------------------------------------------------------------------|
 FX1063| PID    Reference Object                     Distance      Geod. Az  |
 FX1063|                                                           dddmmss.s |
 FX1063| FX1064 DINSUS RM 2                          26.327 METERS 04154     |
 FX1063| FX4137 STONY CREEK WATER TANK              APPROX. 7.8 KM 0873901.7 |
 FX1063| FX1062 DINSUS RM 1                          42.843 METERS 30250     |
 FX1063| DC8777 DINSUS AZ MK                                       3172131.6 |
 FX1063|---------------------------------------------------------------------|
 FX1063
 FX1063                          SUPERSEDED SURVEY CONTROL
 FX1063
 FX1063  NAD 83(1986)-  36 56 38.31781(N)    077 29 24.93095(W) AD(       ) 2
 FX1063  NAD 27      -  36 56 37.77700(N)    077 29 25.99100(W) AD(       ) 2
 FX1063  NGVD 29 (??/??/92)   44.102  (m)          144.69   (f) ADJ UNCH    2 0
 FX1063
 FX1063.Superseded values are not recommended for survey control.
 FX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1063.See file dsdata.txt to determine how the superseded data were derived.
 FX1063
 FX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7824591555(NAD 83)
 FX1063_MARKER: DS = TRIANGULATION STATION DISK
 FX1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1063_STAMPING: DINSUS 1942
 FX1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1063+STABILITY: SURFACE MOTION
 FX1063
 FX1063  HISTORY     - Date     Condition        Report By
 FX1063  HISTORY     - 1942     MONUMENTED       CGS
 FX1063  HISTORY     - 1961     GOOD             CGS
 FX1063  HISTORY     - 1961     GOOD             NGS
 FX1063  HISTORY     - 1969     GOOD             CGS
 FX1063  HISTORY     - 19970401 GOOD             USPSQD
 FX1063  HISTORY     - 20020110 GOOD             USPSQD
 FX1063
 FX1063                          STATION DESCRIPTION
 FX1063
 FX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX1063'STATION IS LOCATED ABOUT 5 MILES W OF STONY CREEK, ON THE S
 FX1063'SIDE OF STATE HIGHWAY 40, AT THE SUSSEX-DINWIDDIE COUNTY LINE,
 FX1063'ON LAND OWNED AND OCCUPIED BY AUGUSTA SMITH.
 FX1063'
 FX1063'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE
 FX1063'FLUSH WITH THE GROUND, 94-1/2 FEET S OF THE CENTER LINE OF
 FX1063'STATE HIGHWAY 40, ABOUT 30 FEET N OF MR. SMITHS HOUSE, STAMPED
 FX1063'DINSUS 1941.
 FX1063'
 FX1063'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FX1063'
 FX1063'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 FX1063'CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, ABOUT 1
 FX1063'FOOT N FROM TELEPHONE POLE, 35 FEET S OF THE CENTER OF STATE
 FX1063'HIGHWAY 40 AND STAMPED DINSUS NO. 1, 1941.
 FX1063'
 FX1063'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE BLOCK
 FX1063'OF CONCRETE FLUSH WITH THE GROUND, 20 FEET S OF THE CENTER
 FX1063'OF STATE HIGHWAY 40, STAMPED DINSUS NO. 2, 1941.
 FX1063'
 FX1063'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FX1063'IT IS AT CORNER OF BARBED-WIRE FENCE, ABOUT 40 FEET S OF THE
 FX1063'SE CORNER OF HOUSE OWNED BY HENRY GREEN, ABOUT 7 FEET W OF CENTER
 FX1063'LINE OF ROAD LEADING TO HOUSE, STAMPED DINSUS 1941.
 FX1063'
 FX1063'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 301 AND STATE HIGHWAY
 FX1063'40 JUST E OF STONY CREEK BY GOING W ON STATE HIGHWAY 40 FOR
 FX1063'0.5 MILE TO RAILROAD CROSSING AT STONY CREEK DEPOT, THEN CONTINUE
 FX1063'W ON STATE HIGHWAY 40 FOR 5.0 MILES TO COUNTY LINE AND STATION
 FX1063'SITE ON LEFT.
 FX1063
 FX1063                          STATION RECOVERY (1961)
 FX1063
 FX1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX1063'STATION MARK AND ALL REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FX1063'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX1063'
 FX1063'TO REACH THE AZIMUTH MARK FROM THE STATION AND COUNTY LINE
 FX1063'GO NORTH ON DIRT ROAD AND PASSING A WHITE HOUSE ON THE WEST SIDE,
 FX1063'THEN WEST TO AN OLD HOUSE AND THE AZIMUTH MARK IN THE REAR
 FX1063'OF THE HOUSE.
 FX1063
 FX1063                          STATION RECOVERY (1961)
 FX1063
 FX1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FX1063'5 MI W FROM STONY CREEK.
 FX1063'5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE CROSSING OF THE
 FX1063'ATLANTIC COAST LINE RAILROAD AT STONY CREEK, SUSSEX COUNTY,
 FX1063'AT THE SUSSEX-DINWIDDIE COUNTY LINE, AT THE SOUTHWEST EDGE OF AN
 FX1063'OLD DIRT ROAD, 85 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FX1063'AND 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD UNPAINTED
 FX1063'FARMHOUSE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED DINSUS
 FX1063'1942 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FX1063'GROUND.
 FX1063
 FX1063                          STATION RECOVERY (1969)
 FX1063
 FX1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FX1063'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 FX1063'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 FX1063'THE HOUSE IS NOW GONE.
 FX1063'
 FX1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FX1063'WEST OF STONY CREEK
 FX1063
 FX1063                          STATION RECOVERY (1997)
 FX1063
 FX1063'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1063'RECOVERED IN GOOD CONDITION.
 FX1063
 FX1063                          STATION RECOVERY (2002)
 FX1063
 FX1063'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1063'MARK IS IN WOODED AREA ABOUT 150FT ALONG STATE HIGHWAY 40 EAST OF THE
 FX1063'COUNTY LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1062 ***********************************************************************
 FX1062  DESIGNATION -  DINSUS RM 1
 FX1062  PID         -  FX1062
 FX1062  STATE/COUNTY-  VA/SUSSEX
 FX1062  USGS QUAD   -  STONY CREEK (1986)
 FX1062
 FX1062                         *CURRENT SURVEY CONTROL
 FX1062  ___________________________________________________________________
 FX1062* NAD 83(1986)-  36 56 38.     (N)    077 29 24.     (W)     SCALED    
 FX1062* NAVD 88     -        43.815  (meters)     143.75   (feet)  POSTED    
 FX1062  ___________________________________________________________________
 FX1062  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 FX1062  DYNAMIC HT  -          43.780 (meters)     143.63  (feet)  COMP
 FX1062  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 FX1062
 FX1062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1062
 FX1062.The horizontal coordinates were scaled from a topographic map and have
 FX1062.an estimated accuracy of +/- 6 seconds.
 FX1062
 FX1062.The orthometric height was determined by differential leveling
 FX1062.and adjusted by the National Geodetic Survey in 1992..
 FX1062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1062.rate of 0.0 thru 1.0 mm/km.
 FX1062
 FX1062.The geoid height was determined by GEOID03.
 FX1062
 FX1062.The dynamic height is computed by dividing the NAVD 88
 FX1062.geopotential number by the normal gravity value computed on the
 FX1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1062.degrees latitude (g = 980.6199 gals.).
 FX1062
 FX1062.The modeled gravity was interpolated from observed gravity values.
 FX1062
 FX1062;                    North         East    Units  Estimated Accuracy
 FX1062;SPC VA S     - 1,068,240.    3,589,960.      MT  (+/- 180 meters Scaled)
 FX1062
 FX1062                          SUPERSEDED SURVEY CONTROL
 FX1062
 FX1062  NGVD 29 (??/??/92)   44.166  (m)          144.90   (f) ADJ UNCH    2 0
 FX1062
 FX1062.Superseded values are not recommended for survey control.
 FX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1062.See file dsdata.txt to determine how the superseded data were derived.
 FX1062
 FX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF782915(NAD 83)
 FX1062_MARKER: DR = REFERENCE MARK DISK
 FX1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1062_STAMPING: DINSUS NO 1 1942
 FX1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1062+STABILITY: SURFACE MOTION
 FX1062
 FX1062  HISTORY     - Date     Condition        Report By
 FX1062  HISTORY     - 1942     MONUMENTED       CGS
 FX1062  HISTORY     - 1961     GOOD             NGS
 FX1062  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1062  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1062
 FX1062                          STATION DESCRIPTION
 FX1062
 FX1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1062'5 MI W FROM STONY CREEK.
 FX1062'5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE CROSSING OF THE
 FX1062'ATLANTIC COAST LINE RAILROAD AT STONY CREEK, SUSSEX COUNTY, 110
 FX1062'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ACROSS THE
 FX1062'HIGHWAY FROM A COUNTY-LINE MARKER, AT THE FOOT OF A POLE, AND
 FX1062'31.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FX1062'REFERENCE-MARK DISK, STAMPED DINSUS NO 1 1942 AND SET IN THE
 FX1062'TOP OF A CONCRETE POST.
 FX1062
 FX1062                          STATION RECOVERY (1997)
 FX1062
 FX1062'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1062'MARK NOT FOUND.
 FX1062
 FX1062                          STATION RECOVERY (2002)
 FX1062
 FX1062'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1064 ***********************************************************************
 FX1064  DESIGNATION -  DINSUS RM 2
 FX1064  PID         -  FX1064
 FX1064  STATE/COUNTY-  VA/SUSSEX
 FX1064  USGS QUAD   -  STONY CREEK (1986)
 FX1064
 FX1064                         *CURRENT SURVEY CONTROL
 FX1064  ___________________________________________________________________
 FX1064* NAD 83(1986)-  36 56 38.     (N)    077 29 24.     (W)     SCALED    
 FX1064* NAVD 88     -        43.660  (meters)     143.24   (feet)  POSTED    
 FX1064  ___________________________________________________________________
 FX1064  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 FX1064  DYNAMIC HT  -          43.630 (meters)     143.14  (feet)  COMP
 FX1064  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 FX1064
 FX1064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1064
 FX1064.The horizontal coordinates were scaled from a topographic map and have
 FX1064.an estimated accuracy of +/- 6 seconds.
 FX1064
 FX1064.The orthometric height was determined by differential leveling
 FX1064.and adjusted by the National Geodetic Survey in 1992..
 FX1064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1064.rate of 0.0 thru 1.0 mm/km.
 FX1064
 FX1064.The geoid height was determined by GEOID03.
 FX1064
 FX1064.The dynamic height is computed by dividing the NAVD 88
 FX1064.geopotential number by the normal gravity value computed on the
 FX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1064.degrees latitude (g = 980.6199 gals.).
 FX1064
 FX1064.The modeled gravity was interpolated from observed gravity values.
 FX1064
 FX1064;                    North         East    Units  Estimated Accuracy
 FX1064;SPC VA S     - 1,068,240.    3,589,960.      MT  (+/- 180 meters Scaled)
 FX1064
 FX1064                          SUPERSEDED SURVEY CONTROL
 FX1064
 FX1064  NGVD 29 (??/??/92)   44.011  (m)          144.39   (f) ADJ UNCH    2 0
 FX1064
 FX1064.Superseded values are not recommended for survey control.
 FX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1064.See file dsdata.txt to determine how the superseded data were derived.
 FX1064
 FX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF782915(NAD 83)
 FX1064_MARKER: DS = TRIANGULATION STATION DISK
 FX1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1064_STAMPING: DINSUS NO 2 1942
 FX1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1064+STABILITY: SURFACE MOTION
 FX1064
 FX1064  HISTORY     - Date     Condition        Report By
 FX1064  HISTORY     - 1942     MONUMENTED       CGS
 FX1064  HISTORY     - 1961     GOOD             NGS
 FX1064  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1064  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1064
 FX1064                          STATION DESCRIPTION
 FX1064
 FX1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1064'5 MI W FROM STONY CREEK.
 FX1064'5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE CROSSING OF THE
 FX1064'ATLANTIC COAST LINE RAILROAD AT STONY CREEK, SUSSEX COUNTY, 78
 FX1064'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 22 FEET SOUTH
 FX1064'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE
 FX1064'HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED DINSUS NO 2
 FX1064'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FX1064'INCHES ABOVE GROUND.
 FX1064
 FX1064                          STATION RECOVERY (1997)
 FX1064
 FX1064'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1064'MARK NOT FOUND.
 FX1064
 FX1064                          STATION RECOVERY (2002)
 FX1064
 FX1064'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2418 ***********************************************************************
 GV2418  DESIGNATION -  DINWIDDIE
 GV2418  PID         -  GV2418
 GV2418  STATE/COUNTY-  VA/DINWIDDIE
 GV2418  USGS QUAD   -  DINWIDDIE (1979)
 GV2418
 GV2418                         *CURRENT SURVEY CONTROL
 GV2418  ___________________________________________________________________
 GV2418* NAD 83(1993)-  37 04 23.16750(N)    077 32 40.62807(W)     ADJUSTED  
 GV2418* NAVD 88     -        68.198  (meters)     223.75   (feet)  ADJUSTED  
 GV2418  ___________________________________________________________________
 GV2418  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 GV2418  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV2418  DYNAMIC HT  -          68.147 (meters)     223.58  (feet)  COMP
 GV2418  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GV2418
 GV2418  HORZ ORDER  -  SECOND
 GV2418  VERT ORDER  -  SECOND    CLASS 0
 GV2418
 GV2418.The horizontal coordinates were established by classical geodetic methods
 GV2418.and adjusted by the National Geodetic Survey in September 1995..
 GV2418
 GV2418.The orthometric height was determined by differential leveling
 GV2418.and adjusted by the National Geodetic Survey in June 1991..
 GV2418
 GV2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2418
 GV2418.The geoid height was determined by GEOID03.
 GV2418
 GV2418.The dynamic height is computed by dividing the NAVD 88
 GV2418.geopotential number by the normal gravity value computed on the
 GV2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2418.degrees latitude (g = 980.6199 gals.).
 GV2418
 GV2418.The modeled gravity was interpolated from observed gravity values.
 GV2418
 GV2418;                    North         East     Units Scale Factor Converg.
 GV2418;SPC VA S     - 1,082,525.122 3,584,953.614   MT  0.99995853   +0 34 47.4
 GV2418;SPC VA S     - 3,551,584.50 11,761,635.32   sFT  0.99995853   +0 34 47.4
 GV2418;UTM  18      - 4,106,011.227   273,786.248   MT  1.00023043   -1 32 04.7
 GV2418
 GV2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2418!SPC VA S     -   0.99999455  x   0.99995853  =   0.99995308
 GV2418!UTM  18      -   0.99999455  x   1.00023043  =   1.00022498
 GV2418
 GV2418:                Primary Azimuth Mark                     Grid Az
 GV2418:SPC VA S     -  DINWIDDIE AZ MK 2                        122 53 41.5
 GV2418:UTM  18      -  DINWIDDIE AZ MK 2                        125 00 33.6
 GV2418
 GV2418|---------------------------------------------------------------------|
 GV2418| PID    Reference Object                     Distance      Geod. Az  |
 GV2418|                                                           dddmmss.s |
 GV2418| GV2421 DINWIDDIE AZ MK 2                                  1232828.9 |
 GV2418| GV2420 DINWIDDIE AZ MK                                    1253214.7 |
 GV2418| GV2419 DINWIDDIE RM 1                       36.036 METERS 21035     |
 GV2418| GV5655 DEWITT LOOKOUT TOWER                APPROX. 9.1 KM 2475249.8 |
 GV2418| GV5653 DINWIDDIE HIGH SCHOOL DOME          APPROX. 3.5 KM 2843755.2 |
 GV2418| GV5652 DINWIDDIE ARMY COMMUN MAST          APPROX. 4.2 KM 2963933.3 |
 GV2418| GV2417 DINWIDDIE RM 2                       31.123 METERS 29710     |
 GV2418|---------------------------------------------------------------------|
 GV2418
 GV2418                          SUPERSEDED SURVEY CONTROL
 GV2418
 GV2418  NAD 83(1986)-  37 04 23.17453(N)    077 32 40.64559(W) AD(       ) 2
 GV2418  NAD 27      -  37 04 22.63300(N)    077 32 41.69400(W) AD(       ) 2
 GV2418  NGVD 29 (??/??/??)   68.532  (m)          224.84   (f) ADJUSTED    2 0
 GV2418
 GV2418.Superseded values are not recommended for survey control.
 GV2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2418.See file dsdata.txt to determine how the superseded data were derived.
 GV2418
 GV2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7378606011(NAD 83)
 GV2418_MARKER: DS = TRIANGULATION STATION DISK
 GV2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2418_STAMPING: DINWIDDIE 1942
 GV2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2418+STABILITY: SURFACE MOTION
 GV2418
 GV2418  HISTORY     - Date     Condition        Report By
 GV2418  HISTORY     - 1942     MONUMENTED       CGS
 GV2418  HISTORY     - 1959     GOOD             CGS
 GV2418  HISTORY     - 1961     GOOD             CGS
 GV2418  HISTORY     - 1961     GOOD             CGS
 GV2418  HISTORY     - 1963     GOOD             USGS
 GV2418  HISTORY     - 20010331 POOR             NGS
 GV2418  HISTORY     - 20051022 POOR             USPSQD
 GV2418
 GV2418                          STATION DESCRIPTION
 GV2418
 GV2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV2418'STATION IS ABOUT 2.5 MILES E OF DINWIDDIE COURTHOUSE, ON THE
 GV2418'PROPERTY OF THE CRAWFORD METHODIST CHURCH WHICH WAS FOUNDED
 GV2418'IN 1844.  MARK IS IN THE SE CORNER OF THE CHURCH YARD 79.0 FEET
 GV2418'FROM THE SW CORNER AND 56.5 FEET FROM THE SE CORNER OF THE
 GV2418'CHURCH, 54.5 FEET NE OF THE CENTER OF STATE HIGHWAY 141, AND
 GV2418'ABOUT 14 FEET W OF THE CENTER OF A LANE LEADING TO AN OLD
 GV2418'HOUSE N OF THE CHURCH.  MARK IS SET FLUSH WITH THE GROUND
 GV2418'AND IS STAMPED DINWIDDIE, 1942.
 GV2418'
 GV2418'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV2418'BRONZE DISKS SET IN CONCRETE.
 GV2418'
 GV2418'REFERENCE MARK NO. 1 IS ACROSS ROAD TO THE SW OF STATION,
 GV2418'63.5 FEET SW OF THE CENTER OF STATE HIGHWAY 141, 39.5 FEET
 GV2418'NW OF THE VIRGINIA POWER AND LIGHT POLE NO. 4730, AND ON
 GV2418'THE W SIDE OF A LANE LEADING TO SOME HOUSES S OF THE HIGHWAY.
 GV2418'MARK PROTRUDES ABOUT 4 INCHES.
 GV2418'
 GV2418'REFERENCE MARK NO. 2 IS IN THE SW PART OF THE CHURCH YARD,
 GV2418'38 FEET W OF THE SW CORNER OF CHURCH, AND 26 FEET NE OF
 GV2418'THE CENTER OF STATE HIGHWAY 141.  MARK PROTRUDES ABOUT 4
 GV2418'INCHES.  BOTH DISKS ARE STAMPED WITH THEIR RESPECTIVE NUMBER
 GV2418'AND THE NAME AND DATE OF THE STATION.
 GV2418'
 GV2418'THE AZIMUTH MARK IS BY THE MAIL BOX IN FRONT OF THE HOME
 GV2418'OF R.C. HAUSER, AND 21 FEET E OF THE CENTER OF HIGHWAY.
 GV2418'
 GV2418'STATION IS REACHED FROM THE COURTHOUSE IN DINWIDDIE BY GOING
 GV2418'N ON U.S. HIGHWAY 1 FOR 0.4 MILE TO THE JUNCTION OF STATE
 GV2418'HIGHWAY 141, THENCE RIGHT (E) ON STATE HIGHWAY 141 FOR 2.4
 GV2418'MILES TO THE CRAWFORD METHODIST CHURCH AND STATION ON THE
 GV2418'N SIDE OF THE ROAD.
 GV2418'
 GV2418'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV2418
 GV2418                          STATION RECOVERY (1959)
 GV2418
 GV2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV2418'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GV2418'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT V.G. AND
 GV2418'A CONSIDERABLE AMOUNT OF CLEARING IS REQUIRED, THEREFORE
 GV2418'A NEW AZIMUTH MARK WAS ESTABLISHED AS DESCRIBED BELOW AND
 GV2418'THE OLD AZIMUTH MARK WAS NOT DISTURBED.  (OLD AZIMUTH MARK
 GV2418'HAS BEEN LEVELED TOO BY 1ST ORDER).
 GV2418'
 GV2418'THE ORIGINAL DESCRIPTION IS ADEQUATE.  STATE HIGHWAY 141
 GV2418'IS NOW STATE HIGHWAY 703.
 GV2418'
 GV2418'AZIMUTH MARK (1942 1959) IS 2.6 FEET SOUTHEAST OF A METAL
 GV2418'WITNESS POST, 18 FEET NORTH NORTHEAST OF THE CENTER LINE
 GV2418'OF STATE HIGHWAY 703, 40 FEET NORTH NORTHEAST OF A FENCE
 GV2418'LINE AND 51 FEET NORTH NORTHEAST OF A UTILITY POLE NO. 49.
 GV2418'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GV2418'DINWIDDIE 1942 1959.  TO REACH THE AZIMUTH MARK
 GV2418'FROM THE STATION GO EASTERLY ON STATE HIGHWAY 703 FOR 0.45
 GV2418'MILE TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD.
 GV2418'
 GV2418'1959 OBSERVATION TAKEN FROM A 90 FT. TOWER.
 GV2418
 GV2418                          STATION RECOVERY (1961)
 GV2418
 GV2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV2418'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY J.C.
 GV2418'CHILDS IN 1959.  THE AZIMUTH MARK ESTABLISHED IN 1942 WAS
 GV2418'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER AFTER THE
 GV2418'ELEVATION WAS TRANSFERED TO THE AZIMUTH MARK SET BY MR.
 GV2418'CHILDS IN 1959.
 GV2418
 GV2418                          STATION RECOVERY (1961)
 GV2418
 GV2418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2418'2.4 MI SE FROM DINWIDDIE.
 GV2418'2.4 MILES EAST ALONG STATE HIGHWAY 141 FROM THE BRICK SCHOOL
 GV2418'BUILDING AT DINWIDDIE, DINWIDDIE COUNTY, 56.6 FEET SOUTH OF THE
 GV2418'SOUTHEAST CORNER OF THE CRAWFORD METHODIST CHURCH, AT A FARM-ROAD
 GV2418'INTERSECTION, 54.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GV2418'AND 19.8 FEET NORTHEAST OF A POWERLINE POLE.  A STANDARD
 GV2418'TRIANGULATION-STATION DISK, STAMPED DINWIDDIE 1942 AND SET IN
 GV2418'THE TOP OF A CONCRETE POST.
 GV2418
 GV2418                          STATION RECOVERY (1963)
 GV2418
 GV2418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV2418'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GV2418
 GV2418                          STATION RECOVERY (2001)
 GV2418
 GV2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2418
 GV2418                          STATION RECOVERY (2005)
 GV2418
 GV2418'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2418'MARKER BASE WAS FOUND WITH DISC MISSING AT CORRECT LOCATION AS
 GV2418'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5652 ***********************************************************************
 GV5652  DESIGNATION -  DINWIDDIE ARMY COMMUN MAST
 GV5652  PID         -  GV5652
 GV5652  STATE/COUNTY-  VA/DINWIDDIE
 GV5652  USGS QUAD   -  DINWIDDIE (1979)
 GV5652
 GV5652                         *CURRENT SURVEY CONTROL
 GV5652  ___________________________________________________________________
 GV5652* NAD 83(1993)-  37 05 24.00350(N)    077 35 11.95159(W)     ADJUSTED  
 GV5652* NAVD 88     -                                                        
 GV5652  ___________________________________________________________________
 GV5652  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 GV5652  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GV5652
 GV5652  HORZ ORDER  -  THIRD
 GV5652
 GV5652.The horizontal coordinates were established by classical geodetic methods
 GV5652.and adjusted by the National Geodetic Survey in September 1995..
 GV5652
 GV5652
 GV5652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5652
 GV5652.The geoid height was determined by GEOID03.
 GV5652
 GV5652;                    North         East     Units Scale Factor Converg.
 GV5652;SPC VA S     - 1,084,363.385 3,581,197.849   MT  0.99995706   +0 33 15.6
 GV5652;SPC VA S     - 3,557,615.54 11,749,313.28   sFT  0.99995706   +0 33 15.6
 GV5652;UTM  18      - 4,107,987.386   270,099.831   MT  1.00025115   -1 33 38.2
 GV5652
 GV5652                          SUPERSEDED SURVEY CONTROL
 GV5652
 GV5652  NAD 83(1986)-  37 05 24.00984(N)    077 35 11.96875(W) AD(       ) 4
 GV5652  NAD 27      -  37 05 23.47000(N)    077 35 13.01100(W) AD(       ) 3
 GV5652
 GV5652.Superseded values are not recommended for survey control.
 GV5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5652.See file dsdata.txt to determine how the superseded data were derived.
 GV5652
 GV5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7010007987(NAD 83)
 GV5652
 GV5652  HISTORY     - Date     Condition        Report By
 GV5652  HISTORY     - 1959     FIRST OBSERVED   CGS
 GV5652  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5652
 GV5652                          STATION DESCRIPTION
 GV5652
 GV5652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV5652'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF DINWIDDIE ON
 GV5652'COUNTY ROUTE 627.
 GV5652'
 GV5652'IT IS A 4-LEGGED STEEL STRUCTURE.  PAINTED RED AND WHITE.
 GV5652'120 FEET IN HEIGHT.
 GV5652'
 GV5652'THE POINT INTERSECTED WAS THE SOUTH ONE OF TWO RED LIGHTS.
 GV5652
 GV5652                          STATION RECOVERY (2001)
 GV5652
 GV5652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5652'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2421 ***********************************************************************
 GV2421  DESIGNATION -  DINWIDDIE AZ MK 2
 GV2421  PID         -  GV2421
 GV2421  STATE/COUNTY-  VA/DINWIDDIE
 GV2421  USGS QUAD   -  DINWIDDIE (1979)
 GV2421
 GV2421                         *CURRENT SURVEY CONTROL
 GV2421  ___________________________________________________________________
 GV2421* NAD 83(1986)-  37 04 11.     (N)    077 32 18.     (W)     SCALED    
 GV2421* NAVD 88     -        59.28   (meters)     194.5    (feet)  RESET     
 GV2421  ___________________________________________________________________
 GV2421  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GV2421
 GV2421  VERT ORDER  -  THIRD
 GV2421
 GV2421.The horizontal coordinates were scaled from a topographic map and have
 GV2421.an estimated accuracy of +/- 6 seconds.
 GV2421
 GV2421.The orthometric height was computed from unverified reset data.
 GV2421.No vertical observational check was made to the station.
 GV2421
 GV2421.The geoid height was determined by GEOID03.
 GV2421
 GV2421;                    North         East    Units  Estimated Accuracy
 GV2421;SPC VA S     - 1,082,160.    3,585,520.      MT  (+/- 180 meters Scaled)
 GV2421
 GV2421                          SUPERSEDED SURVEY CONTROL
 GV2421
 GV2421  NGVD 29 (??/??/??)   59.61   (m)          195.6    (f) RESET       3  
 GV2421
 GV2421.Superseded values are not recommended for survey control.
 GV2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2421.See file dsdata.txt to determine how the superseded data were derived.
 GV2421
 GV2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG743056(NAD 83)
 GV2421_MARKER: DZ = AZIMUTH MARK DISK
 GV2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2421_STAMPING: DINWIDDIE AZI MARK 1942 1959
 GV2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2421+STABILITY: SURFACE MOTION
 GV2421
 GV2421  HISTORY     - Date     Condition        Report By
 GV2421  HISTORY     - 1959     MONUMENTED       CGS
 GV2421  HISTORY     - 1961     GOOD             CGS
 GV2421  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2421
 GV2421                          STATION DESCRIPTION
 GV2421
 GV2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2421'2.8 MI E FROM DINWIDDIE.
 GV2421'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 703 FROM THE BRICK
 GV2421'SCHOOLHOUSE IN DINWIDDIE, ABOUT 0.4 MILE SOUTHEAST OF THE CRAWFORD
 GV2421'METHODIST CHURCH, ABOUT 400 FEET NORTHWEST OF A LARGE WHITE
 GV2421'HOUSE, 51 FEET NORTHEAST OF A UTILITY POLE NO. 49, 18 FEET NORTHEAST
 GV2421'OF THE CENTER OF THE HI HWAY, AND SET IN THE TOP OF A CONCRETE
 GV2421'POST FLUSH WITH THE GROUND.
 GV2421
 GV2421                          STATION RECOVERY (2001)
 GV2421
 GV2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5653 ***********************************************************************
 GV5653  DESIGNATION -  DINWIDDIE HIGH SCHOOL DOME
 GV5653  PID         -  GV5653
 GV5653  STATE/COUNTY-  VA/DINWIDDIE
 GV5653  USGS QUAD   -  DINWIDDIE (1979)
 GV5653
 GV5653                         *CURRENT SURVEY CONTROL
 GV5653  ___________________________________________________________________
 GV5653* NAD 83(1993)-  37 04 51.54236(N)    077 34 56.38140(W)     ADJUSTED  
 GV5653* NAVD 88     -                                                        
 GV5653  ___________________________________________________________________
 GV5653  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 GV5653  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 GV5653
 GV5653  HORZ ORDER  -  THIRD
 GV5653
 GV5653.The horizontal coordinates were established by classical geodetic methods
 GV5653.and adjusted by the National Geodetic Survey in September 1995..
 GV5653
 GV5653
 GV5653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5653
 GV5653.The geoid height was determined by GEOID03.
 GV5653
 GV5653;                    North         East     Units Scale Factor Converg.
 GV5653;SPC VA S     - 1,083,366.506 3,581,592.068   MT  0.99995783   +0 33 25.0
 GV5653;SPC VA S     - 3,554,344.95 11,750,606.64   sFT  0.99995783   +0 33 25.0
 GV5653;UTM  18      - 4,106,976.343   270,457.099   MT  1.00024913   -1 33 27.6
 GV5653
 GV5653                          SUPERSEDED SURVEY CONTROL
 GV5653
 GV5653  NAD 83(1986)-  37 04 51.54910(N)    077 34 56.39875(W) AD(       ) 4
 GV5653  NAD 27      -  37 04 51.00900(N)    077 34 57.44200(W) AD(       ) 3
 GV5653
 GV5653.Superseded values are not recommended for survey control.
 GV5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5653.See file dsdata.txt to determine how the superseded data were derived.
 GV5653
 GV5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7045706976(NAD 83)
 GV5653_MARKER: 87 = DOME
 GV5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5653+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV5653
 GV5653  HISTORY     - Date     Condition        Report By
 GV5653  HISTORY     - 1959     FIRST OBSERVED   CGS
 GV5653  HISTORY     - 20010331 GOOD             NGS
 GV5653  HISTORY     - 20051022 GOOD             USPSQD
 GV5653
 GV5653                          STATION DESCRIPTION
 GV5653
 GV5653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV5653'THE STATION IS LOCATED ON U.S. HIGHWAY 1 IN DINWIDDIE.
 GV5653'
 GV5653'IT IS DOME LIKE STRUCTURE ON TOP THE DINWIDDIE HIGH SCHOOL.
 GV5653'IT HAS A WHITE BASE.  GREEN DOME.  AND A WHITE SPIRE WITH
 GV5653'A BALL ON TOP.
 GV5653'
 GV5653'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE DOME.
 GV5653
 GV5653                          STATION RECOVERY (2001)
 GV5653
 GV5653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5653'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5653
 GV5653                          STATION RECOVERY (2005)
 GV5653
 GV5653'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV5653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2419 ***********************************************************************
 GV2419  DESIGNATION -  DINWIDDIE RM 1
 GV2419  PID         -  GV2419
 GV2419  STATE/COUNTY-  VA/DINWIDDIE
 GV2419  USGS QUAD   -  DINWIDDIE (1979)
 GV2419
 GV2419                         *CURRENT SURVEY CONTROL
 GV2419  ___________________________________________________________________
 GV2419* NAD 83(1986)-  37 04 23.     (N)    077 32 40.     (W)     SCALED    
 GV2419* NAVD 88     -        68.545  (meters)     224.88   (feet)  ADJUSTED  
 GV2419  ___________________________________________________________________
 GV2419  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV2419  DYNAMIC HT  -          68.494 (meters)     224.72  (feet)  COMP
 GV2419  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GV2419
 GV2419  VERT ORDER  -  SECOND    CLASS 0
 GV2419
 GV2419.The horizontal coordinates were scaled from a topographic map and have
 GV2419.an estimated accuracy of +/- 6 seconds.
 GV2419
 GV2419.The orthometric height was determined by differential leveling
 GV2419.and adjusted by the National Geodetic Survey in June 1991..
 GV2419
 GV2419.The geoid height was determined by GEOID03.
 GV2419
 GV2419.The dynamic height is computed by dividing the NAVD 88
 GV2419.geopotential number by the normal gravity value computed on the
 GV2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2419.degrees latitude (g = 980.6199 gals.).
 GV2419
 GV2419.The modeled gravity was interpolated from observed gravity values.
 GV2419
 GV2419;                    North         East    Units  Estimated Accuracy
 GV2419;SPC VA S     - 1,082,520.    3,584,970.      MT  (+/- 180 meters Scaled)
 GV2419
 GV2419                          SUPERSEDED SURVEY CONTROL
 GV2419
 GV2419  NGVD 29 (??/??/??)   68.880  (m)          225.98   (f) ADJUSTED    2 0
 GV2419
 GV2419.Superseded values are not recommended for survey control.
 GV2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2419.See file dsdata.txt to determine how the superseded data were derived.
 GV2419
 GV2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG738060(NAD 83)
 GV2419_MARKER: DR = REFERENCE MARK DISK
 GV2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2419_STAMPING: DINWIDDIE NO 1 1942
 GV2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2419+STABILITY: SURFACE MOTION
 GV2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2419+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2419
 GV2419  HISTORY     - Date     Condition        Report By
 GV2419  HISTORY     - 1942     MONUMENTED       CGS
 GV2419  HISTORY     - 1961     GOOD             CGS
 GV2419  HISTORY     - 20010331 GOOD             NGS
 GV2419  HISTORY     - 20051022 GOOD             USPSQD
 GV2419
 GV2419                          STATION DESCRIPTION
 GV2419
 GV2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2419'2.4 MI SE FROM DINWIDDIE.
 GV2419'2.4 MILES EAST ALONG STATE HIGHWAY 141 FROM THE BRICK SCHOOL
 GV2419'BUILDING AT DINWIDDIE, DINWIDDIE COUNTY, AT THE CRAWFORD METHODIST
 GV2419'CHURCH, IN THE SOUTHWEST ANGLE OF A FARM-ROAD INTERSECTION, 39.4
 GV2419'FEET WEST ACROSS THE FARM ROAD FROM POLE 4730, AND 62.8 FEET
 GV2419'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK
 GV2419'DISK, STAMPED DINWIDDIE NO 1 AND SET IN THE TOP OF A CONCRETE
 GV2419'POST.
 GV2419
 GV2419                          STATION RECOVERY (2001)
 GV2419
 GV2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2419
 GV2419                          STATION RECOVERY (2005)
 GV2419
 GV2419'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2417 ***********************************************************************
 GV2417  DESIGNATION -  DINWIDDIE RM 2
 GV2417  PID         -  GV2417
 GV2417  STATE/COUNTY-  VA/DINWIDDIE
 GV2417  USGS QUAD   -  DINWIDDIE (1979)
 GV2417
 GV2417                         *CURRENT SURVEY CONTROL
 GV2417  ___________________________________________________________________
 GV2417* NAD 83(1986)-  37 04 23.     (N)    077 32 40.     (W)     SCALED    
 GV2417* NAVD 88     -        67.124  (meters)     220.22   (feet)  ADJUSTED  
 GV2417  ___________________________________________________________________
 GV2417  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV2417  DYNAMIC HT  -          67.074 (meters)     220.06  (feet)  COMP
 GV2417  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 GV2417
 GV2417  VERT ORDER  -  SECOND    CLASS 0
 GV2417
 GV2417.The horizontal coordinates were scaled from a topographic map and have
 GV2417.an estimated accuracy of +/- 6 seconds.
 GV2417
 GV2417.The orthometric height was determined by differential leveling
 GV2417.and adjusted by the National Geodetic Survey in June 1991..
 GV2417
 GV2417.The geoid height was determined by GEOID03.
 GV2417
 GV2417.The dynamic height is computed by dividing the NAVD 88
 GV2417.geopotential number by the normal gravity value computed on the
 GV2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2417.degrees latitude (g = 980.6199 gals.).
 GV2417
 GV2417.The modeled gravity was interpolated from observed gravity values.
 GV2417
 GV2417;                    North         East    Units  Estimated Accuracy
 GV2417;SPC VA S     - 1,082,520.    3,584,970.      MT  (+/- 180 meters Scaled)
 GV2417
 GV2417                          SUPERSEDED SURVEY CONTROL
 GV2417
 GV2417  NGVD 29 (??/??/??)   67.459  (m)          221.32   (f) ADJUSTED    2 0
 GV2417
 GV2417.Superseded values are not recommended for survey control.
 GV2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2417.See file dsdata.txt to determine how the superseded data were derived.
 GV2417
 GV2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG738060(NAD 83)
 GV2417_MARKER: DR = REFERENCE MARK DISK
 GV2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2417_STAMPING: DINWIDDIE NO 2 1942
 GV2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2417+STABILITY: SURFACE MOTION
 GV2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2417+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2417
 GV2417  HISTORY     - Date     Condition        Report By
 GV2417  HISTORY     - 1942     MONUMENTED       CGS
 GV2417  HISTORY     - 1961     GOOD             CGS
 GV2417  HISTORY     - 20010331 GOOD             NGS
 GV2417  HISTORY     - 20051022 GOOD             USPSQD
 GV2417
 GV2417                          STATION DESCRIPTION
 GV2417
 GV2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2417'2.4 MI SE FROM DINWIDDIE.
 GV2417'2.4 MILES EAST ALONG STATE HIGHWAY 141 FROM THE BRICK SCHOOL
 GV2417'BUILDING AT DINWIDDIE, DINWIDDIE COUNTY, 38 FEET SOUTHWEST OF
 GV2417'THE SOUTHWEST CORNER OF THE CRAWFORD METHODIST CHURCH, IN LINE
 GV2417'WITH A ROW OF WOODEN POSTS, AND 26.6 FEET NORTHEAST OF THE
 GV2417'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK,
 GV2417'STAMPED DINWIDDIE NO 2 AND SET IN THE TOP OF A CONCRETE POST.
 GV2417
 GV2417                          STATION RECOVERY (2001)
 GV2417
 GV2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV2417
 GV2417                          STATION RECOVERY (2005)
 GV2417
 GV2417'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4595 ***********************************************************************
 AJ4595  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4595  DESIGNATION -  DISCO DAN
 AJ4595  PID         -  AJ4595
 AJ4595  STATE/COUNTY-  VA/FAIRFAX
 AJ4595  USGS QUAD   -  FORT BELVOIR (1983)
 AJ4595
 AJ4595                         *CURRENT SURVEY CONTROL
 AJ4595  ___________________________________________________________________
 AJ4595* NAD 83(1993)-  38 40 45.75708(N)    077 14 58.50329(W)     ADJUSTED  
 AJ4595* NAVD 88     -         9.5    (meters)      31.     (feet)  GPS OBS   
 AJ4595  ___________________________________________________________________
 AJ4595  X           -   1,100,351.385 (meters)                     COMP
 AJ4595  Y           -  -4,862,689.483 (meters)                     COMP
 AJ4595  Z           -   3,964,579.224 (meters)                     COMP
 AJ4595  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AJ4595  ELLIP HEIGHT-         -22.73  (meters)          (07/14/04) GPS OBS
 AJ4595  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AJ4595
 AJ4595  HORZ ORDER  -  A
 AJ4595  ELLP ORDER  -  THIRD     CLASS II
 AJ4595
 AJ4595.The horizontal coordinates were established by GPS observations
 AJ4595.and adjusted by the National Geodetic Survey in July 2004..
 AJ4595
 AJ4595.The orthometric height was determined by GPS observations and a
 AJ4595.high-resolution geoid model.
 AJ4595
 AJ4595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4595
 AJ4595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4595
 AJ4595.The ellipsoidal height was determined by GPS observations
 AJ4595.and is referenced to NAD 83.
 AJ4595
 AJ4595.The geoid height was determined by GEOID03.
 AJ4595
 AJ4595;                    North         East     Units Scale Factor Converg.
 AJ4595;SPC VA N     - 2,113,150.565 3,608,797.255   MT  0.99994897   +0 46 49.5
 AJ4595;SPC VA N     - 6,932,894.81 11,839,862.33   sFT  0.99994897   +0 46 49.5
 AJ4595;UTM  18      - 4,283,599.166   304,317.367   MT  1.00007156   -1 24 22.9
 AJ4595
 AJ4595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4595!SPC VA N     -   1.00000357  x   0.99994897  =   0.99995254
 AJ4595!UTM  18      -   1.00000357  x   1.00007156  =   1.00007513
 AJ4595
 AJ4595                          SUPERSEDED SURVEY CONTROL
 AJ4595
 AJ4595  NAD 83(1993)-  38 40 45.75713(N)    077 14 58.50336(W) AD(       ) A
 AJ4595  ELLIP H (08/14/01)  -22.73   (m)                       GP(       ) 4 1
 AJ4595
 AJ4595.Superseded values are not recommended for survey control.
 AJ4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4595.See file dsdata.txt to determine how the superseded data were derived.
 AJ4595
 AJ4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0431783599(NAD 83)
 AJ4595_MARKER: I = METAL ROD
 AJ4595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4595_STAMPING: DISCO DAN
 AJ4595_MARK LOGO: NGS   
 AJ4595_PROJECTION: FLUSH
 AJ4595_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4595+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AJ4595_ROD/PIPE-DEPTH: 9.6  meters
 AJ4595_SLEEVE-DEPTH  : 1 meters
 AJ4595
 AJ4595  HISTORY     - Date     Condition        Report By
 AJ4595  HISTORY     - 2000     MONUMENTED       WOOLPT
 AJ4595  HISTORY     - 20001002 GOOD             NGS
 AJ4595  HISTORY     - 20020131 GOOD             VA-153
 AJ4595  HISTORY     - 20050207 GOOD             ENGGRO
 AJ4595
 AJ4595                          STATION DESCRIPTION
 AJ4595
 AJ4595'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (JC)
 AJ4595'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) SOUTHEAST OF
 AJ4595'MANASSAS, 2.5 MI (4.0 KM) NORTH OF WOODBRIDGE, AND IS AT THE OCCOQUAN
 AJ4595'REGIONAL PARK.  OWNERSHIP-- COUNTY OF FAIRFAX, CONTACT THE COUNTY
 AJ4595'SURVEYOR, PHONE (703) 324-5153.  CHECK IN AT THE PARK OFFICE PRIOR TO
 AJ4595'PROCEEDING TO THE STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 AJ4595'INTERSTATE 95 AND STATE ROUTE 123, PROCEED NORTHERLY 1.7 MI (2.7 KM)
 AJ4595'ALONG STATE ROUTE 123 TO THE OCCOQUAN REGIONAL PARK ENTRANCE ON THE
 AJ4595'RIGHT.  TURN RIGHT AND PROCEED EASTERLY AND SOUTHEASTERLY 1.2 MI, (1.9
 AJ4595'KM) PASSING GAZEBO NUMBER 3 ON THE LEFT, TO THE STATION ON THE RIGHT.
 AJ4595'THE STATION IS LOCATED 63.31 FT (19.30 M) FROM A LIGHT POLE, 53.94 FT
 AJ4595'(16.44 M) FROM THE EDGE OF PAVEMENT OF THE ROAD, AND 30.18 FT (9.20 M)
 AJ4595'FROM A 0.3 FT (9.1 CM) DIMATER MAPLE.  THE STATION IS A PUNCHMARK IN
 AJ4595'THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A REFUSAL DEPTH OF 9.6 M,
 AJ4595'(31.5 FT) ENCASED IN A 1.0 M (3.3 FT) FINNED SLEEVE FILLED WITH
 AJ4595'NON-TOXIC GREASE AND RECESSED 7 CM BENEATH A STANDARD NGS LOGO CAP
 AJ4595'STAMPED-- DISCO DAN--, ENCASED IN A 4-INCH PVC PIPE WITH A 0.3 M (1.0
 AJ4595'FT) DIAMETER COLLAR AND IS RECESSED APPROXIMATELY 7 CM BELOW THE
 AJ4595'GROUND.
 AJ4595
 AJ4595                          STATION RECOVERY (2000)
 AJ4595
 AJ4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DMM)
 AJ4595'STATION IS LOCATED AT THE OCCOQUAN REGIONAL PARK WHICH IS ABOUT 13.5
 AJ4595'MI (21.7 KM) SOUTHEAST OF MANASSAS AND 2.5 MI (4.0 KM) OF WOODBRIDGE.
 AJ4595'CHECK AT THE PARK OFFICE PRIOR TO PROCEEDING TO THE STATION.  TO REACH
 AJ4595'FROM THE JUNCTION OF INTERSTATE 95 AND STATE ROUTE 123, DRIVE NORTH ON
 AJ4595'STATE ROUTE 123 FOR 1.7 MI (2.7 KM) TO THE PARK ENTRANCE.  TURN RIGHT
 AJ4595'AND PROCEED EASTERLY AND SOUTHEASTERLY 1.2 MI (1.9 KM) PAST GAZEBO NO.
 AJ4595'3 ON THE LEFT TO THE STATION ON THE RIGHT. STATION IS LOCATED 63.31 FT
 AJ4595'(19.30 M) FROM A LIGHT POLE, 53.94 FT (16.44 M) FROM THE EDGE OF ROAD
 AJ4595'PAVEMENT AND 30.18 FT (9.20 M) FROM A 0.3 FT (9.1 CM) DIAMETER MAPLE
 AJ4595'TREE.  STATION IS A PUNCHMARK IN THE TOP OF A STAINLESS STEEL ROD
 AJ4595'DRIVEN TO REFUSAL UNDER AN NGS LOGO CAP STAMPED DISCO DAN.  IT IS
 AJ4595'RECESSED ABOUT 7 CM BELOW THE SURFACE.
 AJ4595
 AJ4595                          STATION RECOVERY (2002)
 AJ4595
 AJ4595'RECOVERY NOTE BY PRINCE WILLIAM COUNTY VIRGINIA 2002 (TRE)
 AJ4595'RECOVERED AS DESCRIBED.
 AJ4595'
 AJ4595
 AJ4595                          STATION RECOVERY (2005)
 AJ4595
 AJ4595'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BWJ)
 AJ4595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4694 ***********************************************************************
 GV4694  DESIGNATION -  DISCUND
 GV4694  PID         -  GV4694
 GV4694  STATE/COUNTY-  VA/JAMES CITY
 GV4694  USGS QUAD   -  TOANO (1986)
 GV4694
 GV4694                         *CURRENT SURVEY CONTROL
 GV4694  ___________________________________________________________________
 GV4694* NAD 83(1993)-  37 24 42.18876(N)    076 52 06.35606(W)     ADJUSTED  
 GV4694* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 GV4694  ___________________________________________________________________
 GV4694  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 GV4694  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 GV4694
 GV4694  HORZ ORDER  -  SECOND
 GV4694
 GV4694.The horizontal coordinates were established by classical geodetic methods
 GV4694.and adjusted by the National Geodetic Survey in September 1995..
 GV4694
 GV4694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV4694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV4694
 GV4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4694
 GV4694.The geoid height was determined by GEOID03.
 GV4694
 GV4694;                    North         East     Units Scale Factor Converg.
 GV4694;SPC VA S     - 1,120,921.885 3,644,426.750   MT  0.99994570   +0 59 24.9
 GV4694;SPC VA S     - 3,677,557.88 11,956,756.76   sFT  0.99994570   +0 59 24.9
 GV4694;UTM  18      - 4,142,185.615   334,647.154   MT  0.99993680   -1 08 07.4
 GV4694
 GV4694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4694!SPC VA S     -   0.99999934  x   0.99994570  =   0.99994504
 GV4694!UTM  18      -   0.99999934  x   0.99993680  =   0.99993614
 GV4694
 GV4694|---------------------------------------------------------------------|
 GV4694| PID    Reference Object                     Distance      Geod. Az  |
 GV4694|                                                           dddmmss.s |
 GV4694| DC9191 DISCUND RM 2                         23.750 METERS 00641     |
 GV4694| GV4691 JAMES CITY LOOKOUT TOWER            APPROX. 4.1 KM 0520133.5 |
 GV4694| GV0687 DISCUND RM 1                         21.000 METERS 06144     |
 GV4694| GV4702 TOANO STATE POLICE MICROWAVE        APPROX. 2.8 KM 1125526.6 |
 GV4694| GV3379 LANEXA                              APPROX. 4.1 KM 2862151.6 |
 GV4694| DC9190 DISCUND AZ MK                                      3293055.2 |
 GV4694|---------------------------------------------------------------------|
 GV4694
 GV4694                          SUPERSEDED SURVEY CONTROL
 GV4694
 GV4694  NAD 83(1993)-  37 24 42.19053(N)    076 52 06.35871(W) AD(       ) 2
 GV4694  NAD 83(1986)-  37 24 42.19464(N)    076 52 06.37415(W) AD(       ) 2
 GV4694  NAD 27      -  37 24 41.66840(N)    076 52 07.51350(W) AD(       ) 2
 GV4694  NGVD 29 (07/19/86)   39.2    (m)          129.     (f) VERT ANG       
 GV4694
 GV4694.Superseded values are not recommended for survey control.
 GV4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4694.See file dsdata.txt to determine how the superseded data were derived.
 GV4694
 GV4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3464742186(NAD 83)
 GV4694_MARKER: DS = TRIANGULATION STATION DISK
 GV4694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4694+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 GV4694
 GV4694  HISTORY     - Date     Condition        Report By
 GV4694  HISTORY     - 1958     MONUMENTED       CGS
 GV4694  HISTORY     - 19971116 GOOD             USPSQD
 GV4694  HISTORY     - 20021217 GOOD             USPSQD
 GV4694
 GV4694                          STATION DESCRIPTION
 GV4694
 GV4694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4694'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF TOANO, 2
 GV4694'MILES EAST SOUTHEAST OF LANEXA AND ON PROPERTY OWNED BY MR.
 GV4694'ALBERT SLATER.  IT IS 74 FEET SOUTH SOUTHWEST OF THE SOUTHWEST
 GV4694'CORNER OF A BRICK HOUSE, 63 FEET SOUTH OF THE SOUTHEAST CORNER
 GV4694'OF A GARAGE AND 14 FEET NORTH OF THE NORTHEAST CORNER OF
 GV4694'CHICKEN HOUSE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 GV4694'DISK IS STAMPED DISCUND 1958.
 GV4694'
 GV4694'REFERENCE MARK NO. 1 IS 68 FEET SOUTHEAST OF THE SOUTHEAST
 GV4694'CORNER OF HOUSE, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GV4694'OF WELL HOUSE AND IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE
 GV4694'STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 GV4694'DISK IS STAMPED DISCUND NO 1 1958.
 GV4694'
 GV4694'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE SOUTHWEST CORNER
 GV4694'OF HOUSE, 21 FEET WEST OF THE NORTHWEST CORNER OF WELL HOUSE, 6 FEET
 GV4694'SOUTHEAST OF THE NORTHEAST CORNER OF GARAGE AND IS ABOUT 2
 GV4694'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK IS
 GV4694'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED DISCUND NO
 GV4694'2 1958.
 GV4694'
 GV4694'AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER LINE OF THE WEST
 GV4694'LANE OF U.S. HIGHWAY 60, 11 FEET SOUTHWEST OF A TELEPHONE POLE
 GV4694'NO. 77 AND 4 FEET EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 GV4694'ABOUT 4 INCHES AND THE DISK IS STAMPED DISCUND 1958.
 GV4694'
 GV4694'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GV4694'60 AND STATE HIGHWAYS 168 AND 30, GO WESTERLY ON U.S. HIGHWAY
 GV4694'60 FOR 3.3 MILES TO A DRIVE-WAY TO FARM HOUSE ON LEFT.
 GV4694'(CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 60 FOR 0.1 MILE TO
 GV4694'AZIMUTH MARK ON RIGHT.) TURN LEFT ON DRIVE-WAY AND GO SOUTHERLY
 GV4694'FOR 0.05 MILE TO FARM HOUSE AND STATION.
 GV4694'
 GV4694'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV4694
 GV4694                          STATION RECOVERY (1997)
 GV4694
 GV4694'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4694'RECOVERED IN GOOD CONDITION.
 GV4694
 GV4694                          STATION RECOVERY (2002)
 GV4694
 GV4694'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0687 ***********************************************************************
 GV0687  DESIGNATION -  DISCUND RM 1
 GV0687  PID         -  GV0687
 GV0687  STATE/COUNTY-  VA/JAMES CITY
 GV0687  USGS QUAD   -  TOANO (1986)
 GV0687
 GV0687                         *CURRENT SURVEY CONTROL
 GV0687  ___________________________________________________________________
 GV0687* NAD 83(1986)-  37 24 42.     (N)    076 52 06.     (W)     SCALED    
 GV0687* NAVD 88     -        38.730  (meters)     127.07   (feet)  ADJUSTED  
 GV0687  ___________________________________________________________________
 GV0687  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 GV0687  DYNAMIC HT  -          38.702 (meters)     126.97  (feet)  COMP
 GV0687  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 GV0687
 GV0687  VERT ORDER  -  SECOND    CLASS 0
 GV0687
 GV0687.The horizontal coordinates were scaled from a topographic map and have
 GV0687.an estimated accuracy of +/- 6 seconds.
 GV0687
 GV0687.The orthometric height was determined by differential leveling
 GV0687.and adjusted by the National Geodetic Survey in June 1991..
 GV0687
 GV0687.The geoid height was determined by GEOID03.
 GV0687
 GV0687.The dynamic height is computed by dividing the NAVD 88
 GV0687.geopotential number by the normal gravity value computed on the
 GV0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0687.degrees latitude (g = 980.6199 gals.).
 GV0687
 GV0687.The modeled gravity was interpolated from observed gravity values.
 GV0687
 GV0687;                    North         East    Units  Estimated Accuracy
 GV0687;SPC VA S     - 1,120,920.    3,644,440.      MT  (+/- 180 meters Scaled)
 GV0687
 GV0687                          SUPERSEDED SURVEY CONTROL
 GV0687
 GV0687  NGVD 29 (??/??/??)   39.066  (m)          128.17   (f) ADJUSTED    2 0
 GV0687
 GV0687.Superseded values are not recommended for survey control.
 GV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0687.See file dsdata.txt to determine how the superseded data were derived.
 GV0687
 GV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG346421(NAD 83)
 GV0687_MARKER: DR = REFERENCE MARK DISK
 GV0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0687_STAMPING: DISCUND NO 1 1958
 GV0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0687+STABILITY: SURFACE MOTION
 GV0687
 GV0687  HISTORY     - Date     Condition        Report By
 GV0687  HISTORY     - 1958     MONUMENTED       CGS
 GV0687  HISTORY     - 1975     GOOD             NGS
 GV0687  HISTORY     - 1979     MARK NOT FOUND   NGS
 GV0687  HISTORY     - 19971116 MARK NOT FOUND   USPSQD
 GV0687  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0687
 GV0687                          STATION DESCRIPTION
 GV0687
 GV0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0687'1.5 MI SE FROM LANEXA.
 GV0687'1.5 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV0687'LANEXA.  THE MARK IS IN THE YARD OF A PRIVATE RESIDENCE ABOUT
 GV0687'200 FEET SOUTH OF THE HIGHWAY, 140 FEET SOUTH SOUTHWEST OF POWER
 GV0687'POLE NO. 202315 AND 68 FEET SOUTH OF THE SOUTHEAST CORNER OF A CINDER
 GV0687'BLOCK HOUSE.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING
 GV0687'1 INCH.
 GV0687
 GV0687                          STATION RECOVERY (1975)
 GV0687
 GV0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV0687'RECOVERED IN GOOD CONDITION.
 GV0687
 GV0687                          STATION RECOVERY (1979)
 GV0687
 GV0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV0687'NOT RECOVERED.  NOTE=A THOROUGH SEARCH WAS MADE.  MARK BELIEVED TO
 GV0687'HAVE BEEN COVERED BY A GARAGE THAT WAS BUILT AT THE DESCRIBED
 GV0687'LOCATION.
 GV0687
 GV0687                          STATION RECOVERY (1997)
 GV0687
 GV0687'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0687'MARK NOT FOUND.
 GV0687
 GV0687                          STATION RECOVERY (2002)
 GV0687
 GV0687'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4718 ***********************************************************************
 GV4718  DESIGNATION -  DISH
 GV4718  PID         -  GV4718
 GV4718  STATE/COUNTY-  VA/CHARLES CITY
 GV4718  USGS QUAD   -  BRANDON (1980)
 GV4718
 GV4718                         *CURRENT SURVEY CONTROL
 GV4718  ___________________________________________________________________
 GV4718* NAD 83(1993)-  37 16 37.01418(N)    076 59 05.18224(W)     ADJUSTED  
 GV4718* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4718  ___________________________________________________________________
 GV4718  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 GV4718  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 GV4718
 GV4718  HORZ ORDER  -  THIRD
 GV4718
 GV4718.The horizontal coordinates were established by classical geodetic methods
 GV4718.and adjusted by the National Geodetic Survey in September 1995..
 GV4718
 GV4718.The orthometric height was scaled from a topographic map.
 GV4718
 GV4718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4718
 GV4718.The geoid height was determined by GEOID03.
 GV4718
 GV4718;                    North         East     Units Scale Factor Converg.
 GV4718;SPC VA S     - 1,105,795.573 3,634,369.222   MT  0.99994664   +0 55 10.7
 GV4718;SPC VA S     - 3,627,930.98 11,923,759.69   sFT  0.99994664   +0 55 10.7
 GV4718;UTM  18      - 4,127,442.235   324,035.811   MT  0.99998143   -1 12 08.7
 GV4718
 GV4718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4718!SPC VA S     -   1.00000514  x   0.99994664  =   0.99995178
 GV4718!UTM  18      -   1.00000514  x   0.99998143  =   0.99998657
 GV4718
 GV4718|---------------------------------------------------------------------|
 GV4718| PID    Reference Object                     Distance      Geod. Az  |
 GV4718|                                                           dddmmss.s |
 GV4718| DC9194 DISH WM 2                            18.610 METERS 03900     |
 GV4718| DC9192 DISH RM 1                            14.201 METERS 06022     |
 GV4718| DC9195 DISH WM 3                            16.000 METERS 09810     |
 GV4718| GV4722 POTTERY 1910                         10.580 METERS 10120     |
 GV4718| DC9196 DISH WM 4                            11.960 METERS 14627     |
 GV4718| GV5337 STURGEON POINT SQUARE STACK         APPROX. 3.9 KM 3312943.5 |
 GV4718| GV4713 BACHELOR POINT LIGHT                APPROX. 2.5 KM 3493727.2 |
 GV4718| DC9193 DISH WM 1                            49.020 METERS 35608     |
 GV4718|---------------------------------------------------------------------|
 GV4718
 GV4718                          SUPERSEDED SURVEY CONTROL
 GV4718
 GV4718  NAD 83(1993)-  37 16 37.01563(N)    076 59 05.18403(W) AD(       ) 3
 GV4718  NAD 83(1986)-  37 16 37.01786(N)    076 59 05.20215(W) AD(       ) 3
 GV4718  NAD 27      -  37 16 36.48400(N)    076 59 06.32500(W) AD(       ) 3
 GV4718
 GV4718.Superseded values are not recommended for survey control.
 GV4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4718.See file dsdata.txt to determine how the superseded data were derived.
 GV4718
 GV4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2403627442(NAD 83)
 GV4718_MARKER: DS = TRIANGULATION STATION DISK
 GV4718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4718
 GV4718  HISTORY     - Date     Condition        Report By
 GV4718  HISTORY     - 1938     MONUMENTED       CGS
 GV4718  HISTORY     - 1942     GOOD             CGS
 GV4718  HISTORY     - 1948     GOOD             CGS
 GV4718  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV4718  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4718
 GV4718                          STATION DESCRIPTION
 GV4718
 GV4718'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4718'LOCATED ON THE EAST SHORE OF THE JAMES RIVER, NORTHEAST OF BRANDON
 GV4718'POST OFFICE, WHICH IS LOCATED ON BRANDON POINT.  THE POINT ON
 GV4718'WHICH THE STATION IS LOCATED IS SHARP AND MARKS A DEFINITE CHANGE
 GV4718'IN THE TREND OF DIRECTION OF THE SHORELINE, SO THAT APPROACHING
 GV4718'ALONG THE SHORELINE FROM THE SOUTHEASTWARD, IT IS THE FIRST
 GV4718'POINT FROM WHICH OLDFIELD WHARF OR EVEN BACHELOR POINT MAY BE
 GV4718'SEEN.  THE STATION IS SURROUNDED BY TREES, AND IS AT THE INNER
 GV4718'END OF THE LINE OF AN OLD WHARF, OF WHICH ONLY SCATTERED
 GV4718'PILING REMAIN.  ABOUT 30 METERS TO NORTHWARD ARE THE PILING OF
 GV4718'ANOTHER OLD WHARF.  THE HIGH WATER LINE IS 2 METERS DISTANT TO
 GV4718'THE SOUTHWARD.  6 METERS DISTANT TO THE WESTWARD TOWARD STATION FOB.
 GV4718'AND 2 METERS DISTANT TO THE NORTHWARD.  THE NORTHERLY OF TWO
 GV4718'CYPRESS TREES ON THE OUTER END OF THE POINT IS 12.9 METERS
 GV4718'DISTANT, S 47 DEG 38 MIN W.
 GV4718'
 GV4718'TRIANGULATION STATION POTTERY, 1910, WHICH IS A VITRIFIED SEWER
 GV4718'PIPE (4-INCH DIAMETER), FILLED WITH CEMENT, WITH 2-INCH IRON
 GV4718'PIPE AT THE CENTER, AND PROJECTING 2-INCHES ABOVE GROUND, WAS
 GV4718'REFERENCED TO STATION DISH AS LISTED BELOW.
 GV4718'
 GV4718'MARK OF STATION DISH A 2-INCH BY 4-INCH PINE STAKE WAS DRIVEN INTO
 GV4718'THE GROUND 5 FEET AND A CONCRETE POST WAS BUILT AROUND THIS STAKE
 GV4718'WITH A STANDARD DISK STATION MARK IN THE TOP CENTER.
 GV4718'
 GV4718'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GV4718'BRONZE DISKS IN CONCRETE.  WITNESS MARK IS A
 GV4718'TRIANGULAR BLAZE IN A TREE.
 GV4718'
 GV4718'REFERENCE MARK NO. 1 IS AT THE FOOT OF AN 8 FOOT BLUFF INSHORE.
 GV4718
 GV4718                          STATION RECOVERY (1942)
 GV4718
 GV4718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4718'1938 DESCRIPTION ADEQUATE.
 GV4718
 GV4718                          STATION RECOVERY (1948)
 GV4718
 GV4718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4718'RECOVERED AS DESCRIBED.  STATION MARK, R.M. 2, AND STATION POTTERY
 GV4718'FOUND IN GOOD CONDITION AND APPARENTLY UNDISTURBED.  R.M. 1 WAS
 GV4718'PROBED FOR AT SITE PER ANGLE AND DISTANCE FROM STATION BUT COULD
 GV4718'NOT BE FOUND.  APPARENTLY IT HAS BEEN COVERED TO A CONSIDERABLE
 GV4718'DEPTH BY A CAVE-IN OF THE BLUFF.
 GV4718'
 GV4718'AT STATION, DANIELS POINT LIGHT SHOWS JUST TO RIGHT OF LARGER AND
 GV4718'N CYPRESS TREE ON POINT.
 GV4718
 GV4718                          STATION RECOVERY (2000)
 GV4718
 GV4718'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4718'MARK NOT FOUND.
 GV4718
 GV4718                          STATION RECOVERY (2001)
 GV4718
 GV4718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5400 ***********************************************************************
 GV5400  DESIGNATION -  DISPUTANTA COLUMBIA PEANUT TK
 GV5400  PID         -  GV5400
 GV5400  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5400  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV5400
 GV5400                         *CURRENT SURVEY CONTROL
 GV5400  ___________________________________________________________________
 GV5400* NAD 83(1993)-  37 07 33.66573(N)    077 13 57.93585(W)     ADJUSTED  
 GV5400* NAVD 88     -                                                        
 GV5400  ___________________________________________________________________
 GV5400  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 GV5400  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV5400
 GV5400  HORZ ORDER  -  THIRD
 GV5400
 GV5400.The horizontal coordinates were established by classical geodetic methods
 GV5400.and adjusted by the National Geodetic Survey in September 1995..
 GV5400
 GV5400
 GV5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5400
 GV5400.The geoid height was determined by GEOID03.
 GV5400
 GV5400;                    North         East     Units Scale Factor Converg.
 GV5400;SPC VA S     - 1,088,723.391 3,612,604.193   MT  0.99995423   +0 46 08.8
 GV5400;SPC VA S     - 3,571,919.99 11,852,352.26   sFT  0.99995423   +0 46 08.8
 GV5400;UTM  18      - 4,111,185.431   301,652.381   MT  1.00008466   -1 20 53.0
 GV5400
 GV5400                          SUPERSEDED SURVEY CONTROL
 GV5400
 GV5400  NAD 83(1986)-  37 07 33.67166(N)    077 13 57.95488(W) AD(       ) 4
 GV5400  NAD 27      -  37 07 33.13000(N)    077 13 59.05000(W) AD(       ) 3
 GV5400
 GV5400.Superseded values are not recommended for survey control.
 GV5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5400.See file dsdata.txt to determine how the superseded data were derived.
 GV5400
 GV5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0165211185(NAD 83)
 GV5400_MARKER: 51 = TANK
 GV5400
 GV5400  HISTORY     - Date     Condition        Report By
 GV5400  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5400  HISTORY     - 1961     GOOD             CGS
 GV5400  HISTORY     - 19980506 POOR             USPSQD
 GV5400
 GV5400                          STATION DESCRIPTION
 GV5400
 GV5400'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5400'THIS TANK IS LOCATED IN DISPUTANTA ON THE PROPERTY OF THE
 GV5400'COLUMBIA PEANUT COMPANY 0.1 MILE S OF HIGHWAY 460.
 GV5400
 GV5400                          STATION RECOVERY (1961)
 GV5400
 GV5400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5400'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GV5400'THE TANK IS PAINTED BLACK.
 GV5400
 GV5400                          STATION RECOVERY (1998)
 GV5400
 GV5400'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5400'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3349 ***********************************************************************
 HW3349  DESIGNATION -  DISTRICT
 HW3349  PID         -  HW3349
 HW3349  STATE/COUNTY-  VA/AUGUSTA
 HW3349  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW3349
 HW3349                         *CURRENT SURVEY CONTROL
 HW3349  ___________________________________________________________________
 HW3349* NAD 83(1993)-  38 05 35.36737(N)    078 52 51.25619(W)     ADJUSTED  
 HW3349* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 HW3349  ___________________________________________________________________
 HW3349  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HW3349  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW3349
 HW3349  HORZ ORDER  -  THIRD
 HW3349
 HW3349.The horizontal coordinates were established by classical geodetic methods
 HW3349.and adjusted by the National Geodetic Survey in November 1994..
 HW3349
 HW3349.The orthometric height was scaled from a topographic map.
 HW3349
 HW3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3349
 HW3349.The geoid height was determined by GEOID03.
 HW3349
 HW3349;                    North         East     Units Scale Factor Converg.
 HW3349;SPC VA N     - 2,047,408.898 3,466,587.017   MT  0.99998998   -0 14 15.8
 HW3349;SPC VA N     - 6,717,207.36 11,373,294.24   sFT  0.99998998   -0 14 15.8
 HW3349;SPC VA S     - 1,195,373.312 3,466,585.824   MT  1.00002553   -0 13 52.2
 HW3349;SPC VA S     - 3,921,820.61 11,373,290.32   sFT  1.00002553   -0 13 52.2
 HW3349;UTM  17      - 4,218,271.734   685,825.539   MT  1.00002530   +1 18 27.8
 HW3349
 HW3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3349!SPC VA N     -   0.99994060  x   0.99998998  =   0.99993058
 HW3349!SPC VA S     -   0.99994060  x   1.00002553  =   0.99996613
 HW3349!UTM  17      -   0.99994060  x   1.00002530  =   0.99996590
 HW3349
 HW3349:                Primary Azimuth Mark                     Grid Az
 HW3349:SPC VA N     -  DISTRICT AZ MK                           153 04 04.3
 HW3349:SPC VA S     -  DISTRICT AZ MK                           153 03 40.7
 HW3349:UTM  17      -  DISTRICT AZ MK                           151 31 20.7
 HW3349
 HW3349|---------------------------------------------------------------------|
 HW3349| PID    Reference Object                     Distance      Geod. Az  |
 HW3349|                                                           dddmmss.s |
 HW3349| DC3258 DISTRICT AZ MK                                     1524948.5 |
 HW3349| DC3259 DISTRICT RM 1                                      17252     |
 HW3349| DC3260 DISTRICT RM 2                        10.535 METERS 27256     |
 HW3349|---------------------------------------------------------------------|
 HW3349
 HW3349                          SUPERSEDED SURVEY CONTROL
 HW3349
 HW3349  NAD 83(1986)-  38 05 35.36601(N)    078 52 51.25648(W) AD(       ) 3
 HW3349  NAD 27      -  38 05 34.87300(N)    078 52 52.16620(W) AD(       ) 3
 HW3349
 HW3349.Superseded values are not recommended for survey control.
 HW3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3349.See file dsdata.txt to determine how the superseded data were derived.
 HW3349
 HW3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8582618272(NAD 83)
 HW3349_MARKER: DS = TRIANGULATION STATION DISK
 HW3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3349
 HW3349  HISTORY     - Date     Condition        Report By
 HW3349  HISTORY     - 1957     MONUMENTED       CGS
 HW3349  HISTORY     - 1981     GOOD             LOCENG
 HW3349
 HW3349                          STATION DESCRIPTION
 HW3349
 HW3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3349'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF WAYNESBORO AND
 HW3349'ON A LOW BARE HILL IN PASTURE LAND.
 HW3349'
 HW3349'STATION, STAMPED DISTRICT 1957, SET FLUSH WITH THE SURFACE
 HW3349'OF THE GROUND, IS 320 FEET SOUTHWEST OF THE FENCE AND 140
 HW3349'FEET NORTHWEST OF NORTHWEST CORNER OF CONCRETE COVER OF THE
 HW3349'RESERVOIR.
 HW3349'
 HW3349'R.M. 1, STAMPED DISTRICT NO 1 1957, CEMENTED IN A DRILL HOLE
 HW3349'IN THE NORTHWEST CORNER OF 12X14 FEET CONCRETE RESERVOIR
 HW3349'COVER.
 HW3349'
 HW3349'R.M. 2, STAMPED DISTRICT NO 2 1957, SET FLUSH WITH THE SURFACE
 HW3349'OF THE GROUND AND ON THE WESTERN SLOPE OF THE HILL.
 HW3349'
 HW3349'AZIMUTH MARK, STAMPED DISTRICT 1957, PROJECTS ABOUT 4 INCHES,
 HW3349'IS 19 FEET SOUTHWEST OF THE CENTERLINE OF SUFACED ROAD, 4
 HW3349'FEET SOUTHEAST OF UTILITY POLE P-21-1, 1 FOOT SOUTH OF THE
 HW3349'FENCE AND 1 FOOT NORTHWEST OF A SHEET METAL WITNESS POST.
 HW3349'
 HW3349'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WAYNESBORO,
 HW3349'GO NORTHERLY ON WAYNES AVE. FOR 0.2 MILE TO A T STREET JUNCTION.
 HW3349'TURN LEFT AND GO 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK,
 HW3349'CROSS THE RAILROAD OVERPASS BRIDGE AND CONTINUE NORTHERLY
 HW3349'ON FLORENCE AVE. FOR 0.7 MILE TO BRIDGE AVE.  TURN RIGHT,
 HW3349'GO EAST FOR 0.05 MILE TO A CROSS ROAD.  TURN LEFT, GO NORTHERLY
 HW3349'FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROUTE 799.  TURN LEFT
 HW3349'THROUGH THE GATE AND AROUND THE BARN FOR 0.25 MILE TO THE
 HW3349'STATION ON THE HIGHEST PART OF THE HILL.
 HW3349'
 HW3349'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROUTE
 HW3349'799 AND THE GATE MENTION ABOVE, GO SOUTHERLY FOR 0.3 MILE
 HW3349'TO THE AZIMUTH MARK ON THE RIGHT.
 HW3349'
 HW3349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3349
 HW3349                          STATION RECOVERY (1981)
 HW3349
 HW3349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LCJ)
 HW3349'DISTRICT 1957 RECOVERED GOOD.
 HW3349'
 HW3349'REF. MARK NO. 1 RECOVERED GOOD.
 HW3349'
 HW3349'NOTE--AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 HW3349'
 HW3349'IT APPEARS TO HAVE BEEN DESTROYED BY NEW ROAD CONSTRUCTION.
 HW3349'
 HW3349'REF. MARK NO. 2 WAS NOT NEEDED AND NOT LOOKED FOR BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1426 ***********************************************************************
 JW1426  DESIGNATION -  DISTRICT
 JW1426  PID         -  JW1426
 JW1426  STATE/COUNTY-  VA/FREDERICK
 JW1426  USGS QUAD   -  GLENGARY (1986)
 JW1426
 JW1426                         *CURRENT SURVEY CONTROL
 JW1426  ___________________________________________________________________
 JW1426* NAD 83(1993)-  39 22 31.68350(N)    078 12 24.77588(W)     ADJUSTED  
 JW1426* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JW1426  ___________________________________________________________________
 JW1426  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 JW1426  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JW1426
 JW1426  HORZ ORDER  -  SECOND
 JW1426
 JW1426.The horizontal coordinates were established by classical geodetic methods
 JW1426.and adjusted by the National Geodetic Survey in November 1994..
 JW1426
 JW1426.The orthometric height was scaled from a topographic map.
 JW1426
 JW1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1426
 JW1426.The geoid height was determined by GEOID03.
 JW1426
 JW1426;                    North         East     Units Scale Factor Converg.
 JW1426;SPC VA N     - 2,189,725.599 3,525,257.860   MT  1.00003585   +0 10 58.6
 JW1426;SPC VA N     - 7,184,124.74 11,565,783.50   sFT  1.00003585   +0 10 58.6
 JW1426;SPC WV N     -    97,993.421   711,414.315   MT  0.99995025   +0 49 29.0
 JW1426;UTM  17      - 4,362,165.997   740,596.290   MT  1.00031278   +1 46 22.1
 JW1426
 JW1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1426!SPC VA N     -   0.99996188  x   1.00003585  =   0.99999773
 JW1426!SPC WV N     -   0.99996188  x   0.99995025  =   0.99991214
 JW1426!UTM  17      -   0.99996188  x   1.00031278  =   1.00027465
 JW1426
 JW1426:                Primary Azimuth Mark                     Grid Az
 JW1426:SPC VA N     -  BIRCH                                    063 50 31.4
 JW1426:SPC WV N     -  BIRCH                                    063 12 01.0
 JW1426:UTM  17      -  BIRCH                                    062 15 07.9
 JW1426
 JW1426|---------------------------------------------------------------------|
 JW1426| PID    Reference Object                     Distance      Geod. Az  |
 JW1426|                                                           dddmmss.s |
 JW1426| JW1416 BIRCH                               APPROX.11.3 KM 0640130.0 |
 JW1426| CJ9667 DISTRICT RM 1                        29.333 METERS 08000     |
 JW1426| CJ9668 DISTRICT RM 2                        33.090 METERS 17504     |
 JW1426| CJ9666 DISTRICT AZ MK                                     2231955.9 |
 JW1426|---------------------------------------------------------------------|
 JW1426
 JW1426                          SUPERSEDED SURVEY CONTROL
 JW1426
 JW1426  NAD 83(1993)-  39 22 31.68412(N)    078 12 24.77934(W) AD(       ) 2
 JW1426  NAD 83(1986)-  39 22 31.68424(N)    078 12 24.78388(W) AD(       ) 2
 JW1426  NAD 27      -  39 22 31.32800(N)    078 12 25.77000(W) AD(       ) 2
 JW1426
 JW1426.Superseded values are not recommended for survey control.
 JW1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1426.See file dsdata.txt to determine how the superseded data were derived.
 JW1426
 JW1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4059662166(NAD 83)
 JW1426_MARKER: DS = TRIANGULATION STATION DISK
 JW1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1426
 JW1426  HISTORY     - Date     Condition        Report By
 JW1426  HISTORY     - 1935     MONUMENTED       CGS
 JW1426  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 JW1426
 JW1426                          STATION DESCRIPTION
 JW1426
 JW1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1426'STATION IS LOCATED ON OR NEAR STATE LINE, ON PROPERTY OWNED BY
 JW1426'THE DISTRICT NATIONAL BANK OF WASHINGTON, D.C.  IT IS 38.70 METERS
 JW1426'SW OF STATE LINE MONUMENT, 14.1 METERS NW OF CENTER LINE OF DIRT
 JW1426'ROAD, IN AN APPLE ORCHARD.  MARK PROJECTS 6 INCHES.
 JW1426'
 JW1426'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JW1426'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 JW1426'11A.
 JW1426'
 JW1426'REFERENCE MARK NO. 1 IS 29.333 METERS (96.24 FEET) E BY N OF
 JW1426'STATION, 7 PACES SE OF CENTER OF ROAD, AND PROJECTS 12 INCHES.
 JW1426'
 JW1426'REFERENCE MARK NO. 2 IS 33.090 METERS (108.56 FEET) S OF STATION,
 JW1426'11 PACES SE OF CENTER OF ROAD, AND PROJECTS 10 INCHES.
 JW1426'
 JW1426'THE AZIMUTH MARK IS 0.15 MILE NE OF STATION, 4 FEET N OF CENTER
 JW1426'OF Z RAIL FENCE AT SW CORNER OF ORCHARD, 17 PACES W OF CENTER OF
 JW1426'ROAD AT POINT WHERE ROAD TURNS E, AND PROJECTS 10 INCHES.
 JW1426'
 JW1426'TO REACH FROM GLENGARY, GO W ON ROUTE 45, 2.6 MILES TO A T ROAD
 JW1426'LEFT, TURN LEFT (STILL ON ROUTE 45), AND GO 1.3 MILES TO STATE
 JW1426'LINE AND STATION.
 JW1426'
 JW1426'A 64-FOOT TOWER WAS USED.
 JW1426
 JW1426                          STATION RECOVERY (1998)
 JW1426
 JW1426'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1574 ***********************************************************************
 GX1574  DESIGNATION -  DIVIDE
 GX1574  PID         -  GX1574
 GX1574  STATE/COUNTY-  VA/TAZEWELL
 GX1574  USGS QUAD   -  TIPTOP (1976)
 GX1574
 GX1574                         *CURRENT SURVEY CONTROL
 GX1574  ___________________________________________________________________
 GX1574* NAD 83(1993)-  37 10 57.85524(N)    081 25 48.25241(W)     ADJUSTED  
 GX1574* NAVD 88     -       904.241  (meters)    2966.66   (feet)  ADJUSTED  
 GX1574  ___________________________________________________________________
 GX1574  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 GX1574  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GX1574  DYNAMIC HT  -         903.417 (meters)    2963.96  (feet)  COMP
 GX1574  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GX1574
 GX1574  HORZ ORDER  -  SECOND
 GX1574  VERT ORDER  -  SECOND    CLASS 0
 GX1574
 GX1574.The horizontal coordinates were established by classical geodetic methods
 GX1574.and adjusted by the National Geodetic Survey in December 1995..
 GX1574
 GX1574.The orthometric height was determined by differential leveling
 GX1574.and adjusted by the National Geodetic Survey in June 1991..
 GX1574
 GX1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1574
 GX1574.The geoid height was determined by GEOID03.
 GX1574
 GX1574.The dynamic height is computed by dividing the NAVD 88
 GX1574.geopotential number by the normal gravity value computed on the
 GX1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1574.degrees latitude (g = 980.6199 gals.).
 GX1574
 GX1574.The modeled gravity was interpolated from observed gravity values.
 GX1574
 GX1574;                    North         East     Units Scale Factor Converg.
 GX1574;SPC VA S     - 1,098,299.293 3,239,869.661   MT  0.99995057   -1 46 42.0
 GX1574;SPC VA S     - 3,603,336.93 10,629,472.38   sFT  0.99995057   -1 46 42.0
 GX1574;UTM  17      - 4,115,230.944   461,825.724   MT  0.99961795   -0 15 35.7
 GX1574
 GX1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1574!SPC VA S     -   0.99986291  x   0.99995057  =   0.99981349
 GX1574!UTM  17      -   0.99986291  x   0.99961795  =   0.99948091
 GX1574
 GX1574:                Primary Azimuth Mark                     Grid Az
 GX1574:SPC VA S     -  SPRINGVILLE CHRISTIAN CH SPIRE           063 08 46.2
 GX1574:UTM  17      -  SPRINGVILLE CHRISTIAN CH SPIRE           061 37 39.9
 GX1574
 GX1574|---------------------------------------------------------------------|
 GX1574| PID    Reference Object                     Distance      Geod. Az  |
 GX1574|                                                           dddmmss.s |
 GX1574| GX3411 SPRINGVILLE CHRISTIAN CH SPIRE      APPROX. 3.9 KM 0612204.2 |
 GX1574| DC3261 DIVIDE AZ MK                                       0612746.4 |
 GX1574| DC3262 DIVIDE AZ MK 2                                     0620959.2 |
 GX1574| GX1575 DIVIDE RM 1                           7.256 METERS 15118     |
 GX1574| GX1573 DIVIDE RM 2                           6.984 METERS 25942     |
 GX1574|---------------------------------------------------------------------|
 GX1574
 GX1574                          SUPERSEDED SURVEY CONTROL
 GX1574
 GX1574  NAD 83(1993)-  37 10 57.85593(N)    081 25 48.24726(W) AD(       ) 2
 GX1574  NAD 83(1986)-  37 10 57.86413(N)    081 25 48.25131(W) AD(       ) 2
 GX1574  NAD 27      -  37 10 57.44429(N)    081 25 48.86683(W) AD(       ) 2
 GX1574  NGVD 29 (??/??/92)  904.338  (m)         2966.98   (f) ADJ UNCH    2 0
 GX1574
 GX1574.Superseded values are not recommended for survey control.
 GX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1574.See file dsdata.txt to determine how the superseded data were derived.
 GX1574
 GX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6182615231(NAD 83)
 GX1574_MARKER: DS = TRIANGULATION STATION DISK
 GX1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1574_STAMPING: DIVIDE 1963
 GX1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1574+STABILITY: SURFACE MOTION
 GX1574
 GX1574  HISTORY     - Date     Condition        Report By
 GX1574  HISTORY     - 1963     MONUMENTED       CGS
 GX1574  HISTORY     - 1966     GOOD             CGS
 GX1574  HISTORY     - 1966     GOOD             NGS
 GX1574  HISTORY     - 1966     GOOD             NGS
 GX1574
 GX1574                          STATION DESCRIPTION
 GX1574
 GX1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX1574'THE STATION IS LOCATED 7 MILES NORTHEAST OF TAZEWELL, 2 MILES
 GX1574'WEST OF SPRINGVILLE AND ABOUT 200 YARDS NORTH OF U.S. HIGHWAYS
 GX1574'460 AND 19.  THE PROPERTY IS OWNED BY MR. K.J. STEPHENS.
 GX1574'
 GX1574'TO REACH THE STATION FROM THE POST OFFICE IN TAZEWELL, GO EAST
 GX1574'ON U.S. HIGHWAYS 460 AND 19 FOR 2.15 MILES TO THE CROSS
 GX1574'ROAD OF STATE ROUTE 61, CONTINUE ON U.S. HIGHWAYS 460 AND
 GX1574'19 FOR 5.5 MILES TO A SIDE ROAD LEFT, COUNTY ROUTE 649 AND
 GX1574'THE MT. ZION METHODIST CHURCH, TURN LEFT ON COUNTY ROUTE
 GX1574'649 FOR 0.05 MILE TO A POLE GATE ON THE RIGHT AND END OF TRUCK
 GX1574'TRAVEL.  PASS THROUGH GATE AND PACK EAST ALONG FENCE FOR
 GX1574'ABOUT 30 YARDS TO ANOTHER GATE, PASS THROUGH GATE AND GO
 GX1574'ABOUT 25 YARDS TO FENCE CORNER AND STATION.
 GX1574'
 GX1574'THE STATION IS 200 FEET NORTHEAST OF BARN, 4.9 FEET SOUTH
 GX1574'OF A METAL WITNESS POST AND EAST AND WEST FENCE LINE AND
 GX1574'4 FEET WEST OF A NORTH AND SOUTH FENCE LINE.  THE MARK IS A
 GX1574'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST, WHICH
 GX1574'PROJECTS 2 INCHES AND STAMPED DIVIDE 1963
 GX1574'
 GX1574'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A NORTH AND SOUTH
 GX1574'FENCE LINE.  THE MARK IS A STANDARD DISK SET IN A ROUND
 GX1574'CONCRETE POST, WHICH PROJECTS 2 INCHES AND STAMPED DIVIDE NO
 GX1574'1 1963.
 GX1574'
 GX1574'REFERENCE MARK NO. 2 IS 22.9 FEET WEST OF A METAL WITNESS
 GX1574'POST AND 1 FOOT SOUTH OF A EAST AND WEST FENCE LINE.  THE MARK
 GX1574'IS A STANDARD DISK SET IN A ROUND CONCRETE POST, WHICH PROJECTS
 GX1574'2 INCHES AND STAMPED DIVIDE NO 2 1963.
 GX1574'
 GX1574'THE AZIMUTH MARK IS 38.2 FEET SOUTH OF CENTER LINE OF U.S.
 GX1574'HIGHWAYS 460 AND 19, 14 FEET WEST OF TELEPHONE POLE NUMBER
 GX1574'338, 2.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH
 GX1574'OF A WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 GX1574'CONCRETE POST, FLUSH AND STAMPED DIVIDE 1963.
 GX1574'
 GX1574'TO REACH THE AZIMUTH MARK FROM U.S. HIGHWAYS 460 AND 19
 GX1574'AND COUNTY ROUTE 649, GO EAST ON U.S. HIGHWAYS 460 AND 19
 GX1574'FOR 0.45 MILE TO MARK ON THE RIGHT.
 GX1574
 GX1574                          STATION RECOVERY (1966)
 GX1574
 GX1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 GX1574'ALL MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK, IN
 GX1574'WAY OF ROAD CONSTRUCTION WAS MOVED 100 FEET SOUTHEAST.
 GX1574'
 GX1574'AZIMUTH MARK IS A STANDARD DISK STAMPED DIVIDE 1963 AZ 2
 GX1574'BM RESET 1966, SET IN THE TOP OF A CONCRETE CYLINDER THAT
 GX1574'IS FLUSH (NOTE 16B).  IT IS IN GRAZE LAND AT THE FOOT OF
 GX1574'A STEEP HILL 75 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GX1574'19-460, (CENTER-LINE STAKES FOR THE NEW ROAD ARE SET ON THE
 GX1574'SHOULDER OF THE PRESENT ROAD, ABOUT 12 FEET CLOSER TO THE MARK.)
 GX1574'TO REACH FROM THE STATION, GO EASTERLY ON THE HIGHWAY FOR
 GX1574'0.5 MILE TO THE MARK ON THE RIGHT.
 GX1574
 GX1574                          STATION RECOVERY (1966)
 GX1574
 GX1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1574'7.3 MI NE FROM TAZEWELL.
 GX1574'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1574'POST OFFICE, 10.8 MILES SOUTHWEST OF THE BLUEFIELD POST OFFICE,
 GX1574'0.05 MILE NORTH OF U.S. 19-460, 0.05 MILE EAST OF SECONDARY STATE
 GX1574'ROAD 649, ON THE SHOULDER OF A HILL, SET IN THE TOP OF A CONCRETE
 GX1574'MONUMENT THAT IS FLUSH.  IT IS 6 FEET SOUTHWEST OF A WIRE FENCE
 GX1574'CORNER, WHICH IS ALSO THE SOUTHEAST CORNER OF A FENCE AROUND A
 GX1574'SMALL FAMILY CEMETERY, AND 5 FEET SOUTHEAST OF A METAL WITNESS
 GX1574'POST.
 GX1574
 GX1574                          STATION RECOVERY (1966)
 GX1574
 GX1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1572 ***********************************************************************
 GX1572  DESIGNATION -  DIVIDE AZ 2
 GX1572  PID         -  GX1572
 GX1572  STATE/COUNTY-  VA/TAZEWELL
 GX1572  USGS QUAD   -  TIPTOP (1976)
 GX1572
 GX1572                         *CURRENT SURVEY CONTROL
 GX1572  ___________________________________________________________________
 GX1572* NAD 83(1986)-  37 11 09.     (N)    081 25 22.     (W)     SCALED    
 GX1572* NAVD 88     -       856.568  (meters)    2810.26   (feet)  ADJUSTED  
 GX1572  ___________________________________________________________________
 GX1572  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GX1572  DYNAMIC HT  -         855.785 (meters)    2807.69  (feet)  COMP
 GX1572  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 GX1572
 GX1572  VERT ORDER  -  SECOND    CLASS 0
 GX1572
 GX1572.The horizontal coordinates were scaled from a topographic map and have
 GX1572.an estimated accuracy of +/- 6 seconds.
 GX1572
 GX1572.The orthometric height was determined by differential leveling
 GX1572.and adjusted by the National Geodetic Survey in June 1991..
 GX1572
 GX1572.The geoid height was determined by GEOID03.
 GX1572
 GX1572.The dynamic height is computed by dividing the NAVD 88
 GX1572.geopotential number by the normal gravity value computed on the
 GX1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1572.degrees latitude (g = 980.6199 gals.).
 GX1572
 GX1572.The modeled gravity was interpolated from observed gravity values.
 GX1572
 GX1572;                    North         East    Units  Estimated Accuracy
 GX1572;SPC VA S     - 1,098,620.    3,240,530.      MT  (+/- 180 meters Scaled)
 GX1572
 GX1572                          SUPERSEDED SURVEY CONTROL
 GX1572
 GX1572  NGVD 29 (??/??/92)  856.66   (m)         2810.6    (f) COMPUTED    2 0
 GX1572
 GX1572.Superseded values are not recommended for survey control.
 GX1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1572.See file dsdata.txt to determine how the superseded data were derived.
 GX1572
 GX1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB624155(NAD 83)
 GX1572_MARKER: DZ = AZIMUTH MARK DISK
 GX1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1572_STAMPING: DIVIDE 1963 AZI 2 BM RESET 1966
 GX1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1572+STABILITY: SURFACE MOTION
 GX1572
 GX1572  HISTORY     - Date     Condition        Report By
 GX1572  HISTORY     - 1966     MONUMENTED       CGS
 GX1572
 GX1572                          STATION DESCRIPTION
 GX1572
 GX1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX1572'7.8 MI NE FROM TAZEWELL.
 GX1572'7.8 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1572'POST OFFICE, 10.3 MILES SOUTHWEST OF THE POST OFFICE IN BLUEFIELD,
 GX1572'0.45 MILE NORTHEAST OF THE MT. ZION METHODIST CHURCH, AT THE
 GX1572'BOTTOM OF THE GRADE IN A SMALL FLAT BIT OF PASTURE, SET IN THE TOP
 GX1572'OF A CONCRETE POST THAT IS FLUSH AND ABOUT 60 FEET SOUTH OF THE
 GX1572'CENTER OF THE PROPOSED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1575 ***********************************************************************
 GX1575  DESIGNATION -  DIVIDE RM 1
 GX1575  PID         -  GX1575
 GX1575  STATE/COUNTY-  VA/TAZEWELL
 GX1575  USGS QUAD   -  TIPTOP (1976)
 GX1575
 GX1575                         *CURRENT SURVEY CONTROL
 GX1575  ___________________________________________________________________
 GX1575* NAD 83(1986)-  37 10 57.     (N)    081 25 47.     (W)     SCALED    
 GX1575* NAVD 88     -       903.716  (meters)    2964.94   (feet)  ADJUSTED  
 GX1575  ___________________________________________________________________
 GX1575  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GX1575  DYNAMIC HT  -         902.892 (meters)    2962.24  (feet)  COMP
 GX1575  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GX1575
 GX1575  VERT ORDER  -  SECOND    CLASS 0
 GX1575
 GX1575.The horizontal coordinates were scaled from a topographic map and have
 GX1575.an estimated accuracy of +/- 6 seconds.
 GX1575
 GX1575.The orthometric height was determined by differential leveling
 GX1575.and adjusted by the National Geodetic Survey in June 1991..
 GX1575
 GX1575.The geoid height was determined by GEOID03.
 GX1575
 GX1575.The dynamic height is computed by dividing the NAVD 88
 GX1575.geopotential number by the normal gravity value computed on the
 GX1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1575.degrees latitude (g = 980.6199 gals.).
 GX1575
 GX1575.The modeled gravity was interpolated from observed gravity values.
 GX1575
 GX1575;                    North         East    Units  Estimated Accuracy
 GX1575;SPC VA S     - 1,098,270.    3,239,900.      MT  (+/- 180 meters Scaled)
 GX1575
 GX1575                          SUPERSEDED SURVEY CONTROL
 GX1575
 GX1575  NGVD 29 (??/??/92)  903.812  (m)         2965.26   (f) ADJ UNCH    2 0
 GX1575
 GX1575.Superseded values are not recommended for survey control.
 GX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1575.See file dsdata.txt to determine how the superseded data were derived.
 GX1575
 GX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB618152(NAD 83)
 GX1575_MARKER: DR = REFERENCE MARK DISK
 GX1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1575_STAMPING: DIVIDE NO 1 1963
 GX1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1575+STABILITY: SURFACE MOTION
 GX1575
 GX1575  HISTORY     - Date     Condition        Report By
 GX1575  HISTORY     - 1963     MONUMENTED       CGS
 GX1575  HISTORY     - 1966     GOOD             NGS
 GX1575  HISTORY     - 1966     GOOD             NGS
 GX1575
 GX1575                          STATION DESCRIPTION
 GX1575
 GX1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1575'7.3 MI NE FROM TAZEWELL.
 GX1575'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1575'POST OFFICE, 10.8 MILES SOUTHWEST OF THE BLUEFIELD POST OFFICE,
 GX1575'0.05 MILE NORTH OF U.S. 19-460 AND 0.05 MILE EAST OF SECONDARY
 GX1575'STATE ROAD 649, ON THE SHOULDER OF A HILL, SET IN THE TOP OF A
 GX1575'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 28.5 FEET
 GX1575'SOUTHEAST OF A METAL WITNESS POST, 28 FEET SOUTH OF A FENCE
 GX1575'CORNER AND 0.5 FOOT WEST OF A FENCE.
 GX1575
 GX1575                          STATION RECOVERY (1966)
 GX1575
 GX1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1573 ***********************************************************************
 GX1573  DESIGNATION -  DIVIDE RM 2
 GX1573  PID         -  GX1573
 GX1573  STATE/COUNTY-  VA/TAZEWELL
 GX1573  USGS QUAD   -  TIPTOP (1976)
 GX1573
 GX1573                         *CURRENT SURVEY CONTROL
 GX1573  ___________________________________________________________________
 GX1573* NAD 83(1986)-  37 10 57.     (N)    081 25 47.     (W)     SCALED    
 GX1573* NAVD 88     -       904.447  (meters)    2967.34   (feet)  ADJUSTED  
 GX1573  ___________________________________________________________________
 GX1573  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GX1573  DYNAMIC HT  -         903.623 (meters)    2964.64  (feet)  COMP
 GX1573  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GX1573
 GX1573  VERT ORDER  -  SECOND    CLASS 0
 GX1573
 GX1573.The horizontal coordinates were scaled from a topographic map and have
 GX1573.an estimated accuracy of +/- 6 seconds.
 GX1573
 GX1573.The orthometric height was determined by differential leveling
 GX1573.and adjusted by the National Geodetic Survey in June 1991..
 GX1573
 GX1573.The geoid height was determined by GEOID03.
 GX1573
 GX1573.The dynamic height is computed by dividing the NAVD 88
 GX1573.geopotential number by the normal gravity value computed on the
 GX1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1573.degrees latitude (g = 980.6199 gals.).
 GX1573
 GX1573.The modeled gravity was interpolated from observed gravity values.
 GX1573
 GX1573;                    North         East    Units  Estimated Accuracy
 GX1573;SPC VA S     - 1,098,270.    3,239,900.      MT  (+/- 180 meters Scaled)
 GX1573
 GX1573                          SUPERSEDED SURVEY CONTROL
 GX1573
 GX1573  NGVD 29 (??/??/92)  904.543  (m)         2967.65   (f) ADJ UNCH    2 0
 GX1573
 GX1573.Superseded values are not recommended for survey control.
 GX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1573.See file dsdata.txt to determine how the superseded data were derived.
 GX1573
 GX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB618152(NAD 83)
 GX1573_MARKER: DR = REFERENCE MARK DISK
 GX1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1573_STAMPING: DIVIDE NO 2 1963
 GX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1573+STABILITY: SURFACE MOTION
 GX1573
 GX1573  HISTORY     - Date     Condition        Report By
 GX1573  HISTORY     - 1963     MONUMENTED       CGS
 GX1573  HISTORY     - 1966     GOOD             NGS
 GX1573  HISTORY     - 1966     GOOD             NGS
 GX1573
 GX1573                          STATION DESCRIPTION
 GX1573
 GX1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1573'7.3 MI NE FROM TAZEWELL.
 GX1573'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1573'POST OFFICE, 10.8 MILES SOUTHWEST OF THE BLUEFIELD POST OFFICE,
 GX1573'0.05 MILE NORTH OF U.S. 19-460, 0.05 MILE EAST OF SECONDARY STATE
 GX1573'ROAD 649, ON THE SHOULDER OF A HILL, SET IN THE TOP OF A SQUARE
 GX1573'CONCRETE POST THAT PROJECTS 5 INCHES, 26.6 FEET SOUTHWEST OF A
 GX1573'WIRE FENCE CORNER, 22.1 FEET SOUTHWEST OF A WITNESS POST, AND 1.2
 GX1573'FEET SOUTH OF A WIRE FENCE THAT FORMS THE SOUTHERN BOUNDARY OF A
 GX1573'SMALL FAMILY CEMETARY, THE STONES OF WHICH HAVE MOSTLY FALLEN.
 GX1573
 GX1573                          STATION RECOVERY (1966)
 GX1573
 GX1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0225 ***********************************************************************
 GX0225  DESIGNATION -  DIXIE
 GX0225  PID         -  GX0225
 GX0225  STATE/COUNTY-  VA/ROANOKE
 GX0225  USGS QUAD   -  GLENVAR (1984)
 GX0225
 GX0225                         *CURRENT SURVEY CONTROL
 GX0225  ___________________________________________________________________
 GX0225* NAD 83(1993)-  37 15 11.59898(N)    080 10 00.02891(W)     ADJUSTED  
 GX0225* NAVD 88     -       468.632  (meters)    1537.50   (feet)  ADJUSTED  
 GX0225  ___________________________________________________________________
 GX0225  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 GX0225  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GX0225  DYNAMIC HT  -         468.238 (meters)    1536.21  (feet)  COMP
 GX0225  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0225
 GX0225  HORZ ORDER  -  SECOND
 GX0225  VERT ORDER  -  FIRST     CLASS II
 GX0225
 GX0225.The horizontal coordinates were established by classical geodetic methods
 GX0225.and adjusted by the National Geodetic Survey in September 1995..
 GX0225
 GX0225.The orthometric height was determined by differential leveling
 GX0225.and adjusted by the National Geodetic Survey in June 1991..
 GX0225
 GX0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0225
 GX0225.The geoid height was determined by GEOID03.
 GX0225
 GX0225.The dynamic height is computed by dividing the NAVD 88
 GX0225.geopotential number by the normal gravity value computed on the
 GX0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0225.degrees latitude (g = 980.6199 gals.).
 GX0225
 GX0225.The modeled gravity was interpolated from observed gravity values.
 GX0225
 GX0225;                    North         East     Units Scale Factor Converg.
 GX0225;SPC VA S     - 1,103,389.235 3,352,155.370   MT  0.99994738   -1 00 41.6
 GX0225;SPC VA S     - 3,620,036.18 10,997,863.08   sFT  0.99994738   -1 00 41.6
 GX0225;UTM  17      - 4,123,289.034   573,900.108   MT  0.99966727   +0 30 16.1
 GX0225
 GX0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0225!SPC VA S     -   0.99993151  x   0.99994738  =   0.99987889
 GX0225!UTM  17      -   0.99993151  x   0.99966727  =   0.99959880
 GX0225
 GX0225:                Primary Azimuth Mark                     Grid Az
 GX0225:SPC VA S     -  GLENVAR                                  048 36 34.3
 GX0225:UTM  17      -  GLENVAR                                  047 05 36.6
 GX0225
 GX0225|---------------------------------------------------------------------|
 GX0225| PID    Reference Object                     Distance      Geod. Az  |
 GX0225|                                                           dddmmss.s |
 GX0225| GX0221 GLENVAR                             APPROX. 2.4 KM 0473552.7 |
 GX0225| GX3299 POOR MTN TV STA WSLS MAST           APPROX. 6.3 KM 1683916.0 |
 GX0225| GX0224 DIXIE RM 1                            6.452 METERS 20702     |
 GX0225| GX0226 DIXIE RM 2                            7.403 METERS 30751     |
 GX0225|---------------------------------------------------------------------|
 GX0225
 GX0225                          SUPERSEDED SURVEY CONTROL
 GX0225
 GX0225  NAD 83(1993)-  37 15 11.60325(N)    080 10 00.02895(W) AD(       ) 2
 GX0225  NAD 83(1986)-  37 15 11.60135(N)    080 10 00.04251(W) AD(       ) 2
 GX0225  NAD 27      -  37 15 11.12560(N)    080 10 00.89550(W) AD(       ) 2
 GX0225  NGVD 29 (??/??/92)  468.803  (m)         1538.06   (f) ADJ UNCH    1 2
 GX0225
 GX0225.Superseded values are not recommended for survey control.
 GX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0225.See file dsdata.txt to determine how the superseded data were derived.
 GX0225
 GX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB7390023289(NAD 83)
 GX0225_MARKER: DS = TRIANGULATION STATION DISK
 GX0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX0225_STAMPING: DIXIE 1958
 GX0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0225
 GX0225  HISTORY     - Date     Condition        Report By
 GX0225  HISTORY     - 1958     MONUMENTED       CGS
 GX0225  HISTORY     - 1959     GOOD             NGS
 GX0225
 GX0225                          STATION DESCRIPTION
 GX0225
 GX0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0225'STATION IS LOCATED ABOUT 7 MILES WEST-SOUTHWEST OF SALEM, 0.5
 GX0225'MILE EAST OF THE DIXIE CAVERNS, 0.5 MILE EAST OF U.S. HIGHWAYS 11
 GX0225'AND 460, ON THE NORTHWEST SLOPE OF A SOUTHEAST-NORTHWEST RIDGE
 GX0225'WHICH DROPS SHARPLY TO THE ROANOKE RIVER ON THE WEST SIDE
 GX0225'AND IS ON THE PROPERTY OF MR. J.W. BRYANT SR.
 GX0225'
 GX0225'STATION, STAMPED DIXIE 1958 AND PROJECTING ABOUT 3 INCHES, IS A
 GX0225'STANDARD BRONZE DISK BRAZED TO THE TOP OF A 2-1/2 INCH IRON
 GX0225'PIPE, 8 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE WITH A
 GX0225'C AND GS WITNESS SIGN NAILED TO IT, 11.3 FEET SOUTHEAST OF A
 GX0225'TRIANGULAR BLAZED TREE AND 11 FEET NORTHEAST OF AN EAST-WEST
 GX0225'FENCE LINE.  STATION IS NOT ON THE HIGHEST PART OF THE HILL.
 GX0225'
 GX0225'R.M. 1, STAMPED DIXIE NO 1 1958, IS CEMENTED IN A DRILL HOLE IN
 GX0225'A LARGE OUTCROPPING BOULDER THAT PROJECTS ABOUT 1 FOOT, 10 FEET
 GX0225'SOUTHWEST OF THE FENCE AND ABOUT 2 FEET ABOVE THE ELEVATION
 GX0225'OF THE STATION.
 GX0225'
 GX0225'R.M. 2, STAMPED DIXIE NO 2 1958, PROJECTS ABOUT 6 INCHES, IS
 GX0225'A STANDARD BRONZE DISK BRAZED TO THE TOP OF A 2-1/2 INCH IRON
 GX0225'PIPE, 7 FEET WEST OF A TRIANGULAR BLAZED TREE, 14 FEET NORTH
 GX0225'OF THE EAST-WEST FENCE AND IS ABOUT 6 FEET BELOW THE ELEVATION OF
 GX0225'THE STATION.
 GX0225'
 GX0225'NO AZIMUTH MARK WAS ESTABLISHED--
 GX0225'
 GX0225'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SALEM, GO
 GX0225'WESTERLY ON U.S. HIGHWAYS 11 AND 460 FOR 6.65 MILES, TURN LEFT,
 GX0225'GO SOUTHWEST ON COUNTY ROUTE 796 FOR 0.25 MILE, TURN LEFT, GO
 GX0225'SOUTH ON COUNTY ROUTE 824 FOR 0.35 MILE TO THE HOME OF MR.
 GX0225'J.W. BRYANT JR. (WEST ONE OF TWO BRICK HOUSES) AND THE END OF
 GX0225'TRUCK TRAVEL.  PACK SOUTHWEST ALONG THE WEST SIDE OF THE FENCE,
 GX0225'THENCE WEST TO THE NORTHWEST SLOPE OF THE HILL AND THE STATION.
 GX0225'THE STATION IS ABOUT 40 FEET LOWER THAN THE HIGHEST PART OF
 GX0225'THE HILL.
 GX0225'
 GX0225'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 GX0225
 GX0225                          STATION RECOVERY (1959)
 GX0225
 GX0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0225'3 MI SW FROM GLENVAR.
 GX0225'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE STATE POLICE
 GX0225'STATION AT GLENVAR, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG ROAD
 GX0225'NO 796, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG ROAD NO 824, THENCE
 GX0225'ABOUT 0.05 MILE SOUTHWEST ALONG ROAD NO 901, THENCE 0.05 MILE
 GX0225'SOUTH TO THE WEST ONE OF TWO BRICK HOUSES, PASSING BY THE EAST
 GX0225'SIDE OF HOUSE CONTINUE TO FENCE CORNER, THENCE SOUTH-SOUTHWEST
 GX0225'0.1 MILE UPHILL AND ALONG FENCE LINE TO FENCE CORNER, THENCE 0.05
 GX0225'MILE WEST TO STATION SITE, ON THE NORTHWEST SLOPE OF HILL AND
 GX0225'ABOUT 40 FEET BELOW THE TOP OF HILL, 10 1/2 FEET NORTHWEST OF A
 GX0225'TRIANGULATION BLAZE IN 10-INCH OAK TREE, 8 FEET SOUTHEAST OF A
 GX0225'TRIANGULATION BLAZE IN A 8-INCH OAK TREE, 11 1/2 FEET NORTHEAST OF
 GX0225'A WIRE FENCE, 24.6 FEET SOUTHEAST OF RM 2, 21.2 FEET NORTHEAST OF
 GX0225'RM 1, 8 FEET NORTHWEST OF A STEEL WITNESS SIGN NAILED TO
 GX0225'TRIANGULATION BLAZED OAK TREE, AND BRAZED ON TOP OF A 2 1/2-INCH
 GX0225'IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0224 ***********************************************************************
 GX0224  DESIGNATION -  DIXIE RM 1
 GX0224  PID         -  GX0224
 GX0224  STATE/COUNTY-  VA/ROANOKE
 GX0224  USGS QUAD   -  GLENVAR (1984)
 GX0224
 GX0224                         *CURRENT SURVEY CONTROL
 GX0224  ___________________________________________________________________
 GX0224* NAD 83(1986)-  37 15 11.     (N)    080 09 59.     (W)     SCALED    
 GX0224* NAVD 88     -       468.913  (meters)    1538.43   (feet)  ADJUSTED  
 GX0224  ___________________________________________________________________
 GX0224  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GX0224  DYNAMIC HT  -         468.519 (meters)    1537.13  (feet)  COMP
 GX0224  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0224
 GX0224  VERT ORDER  -  FIRST     CLASS II
 GX0224
 GX0224.The horizontal coordinates were scaled from a topographic map and have
 GX0224.an estimated accuracy of +/- 6 seconds.
 GX0224
 GX0224.The orthometric height was determined by differential leveling
 GX0224.and adjusted by the National Geodetic Survey in June 1991..
 GX0224
 GX0224.The geoid height was determined by GEOID03.
 GX0224
 GX0224.The dynamic height is computed by dividing the NAVD 88
 GX0224.geopotential number by the normal gravity value computed on the
 GX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0224.degrees latitude (g = 980.6199 gals.).
 GX0224
 GX0224.The modeled gravity was interpolated from observed gravity values.
 GX0224
 GX0224;                    North         East    Units  Estimated Accuracy
 GX0224;SPC VA S     - 1,103,370.    3,352,180.      MT  (+/- 180 meters Scaled)
 GX0224
 GX0224                          SUPERSEDED SURVEY CONTROL
 GX0224
 GX0224  NGVD 29 (??/??/92)  469.084  (m)         1538.99   (f) ADJ UNCH    1 2
 GX0224
 GX0224.Superseded values are not recommended for survey control.
 GX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0224.See file dsdata.txt to determine how the superseded data were derived.
 GX0224
 GX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB739232(NAD 83)
 GX0224_MARKER: DR = REFERENCE MARK DISK
 GX0224_SETTING: 66 = SET IN ROCK OUTCROP
 GX0224_SP_SET: SET IN ROCK OUTCROP
 GX0224_STAMPING: DIXIE NO 1 1958
 GX0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0224+STABILITY: POSITION/ELEVATION WELL
 GX0224
 GX0224  HISTORY     - Date     Condition        Report By
 GX0224  HISTORY     - 1958     MONUMENTED       CGS
 GX0224  HISTORY     - 1959     GOOD             NGS
 GX0224
 GX0224                          STATION DESCRIPTION
 GX0224
 GX0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0224'3 MI SW FROM GLENVAR.
 GX0224'21.2 FEET SOUTHWEST OF DIXIE TRIANGULATION STATION DESCRIBED, ON
 GX0224'THE NORTHWEST SLOPE OF HILL AND ABOUT 40 FEET BELOW THE TOP OF
 GX0224'HILL, 9 1/2 FEET SOUTHWEST OF A WIRE FENCE, 35.4 FEET SOUTHEAST
 GX0224'OF RM 2, ABOUT LEVEL WITH THE STATION AND SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0226 ***********************************************************************
 GX0226  DESIGNATION -  DIXIE RM 2
 GX0226  PID         -  GX0226
 GX0226  STATE/COUNTY-  VA/ROANOKE
 GX0226  USGS QUAD   -  GLENVAR (1984)
 GX0226
 GX0226                         *CURRENT SURVEY CONTROL
 GX0226  ___________________________________________________________________
 GX0226* NAD 83(1986)-  37 15 11.     (N)    080 09 59.     (W)     SCALED    
 GX0226* NAVD 88     -       466.721  (meters)    1531.23   (feet)  ADJUSTED  
 GX0226  ___________________________________________________________________
 GX0226  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 GX0226  DYNAMIC HT  -         466.329 (meters)    1529.95  (feet)  COMP
 GX0226  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GX0226
 GX0226  VERT ORDER  -  FIRST     CLASS II
 GX0226
 GX0226.The horizontal coordinates were scaled from a topographic map and have
 GX0226.an estimated accuracy of +/- 6 seconds.
 GX0226
 GX0226.The orthometric height was determined by differential leveling
 GX0226.and adjusted by the National Geodetic Survey in June 1991..
 GX0226
 GX0226.The geoid height was determined by GEOID03.
 GX0226
 GX0226.The dynamic height is computed by dividing the NAVD 88
 GX0226.geopotential number by the normal gravity value computed on the
 GX0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0226.degrees latitude (g = 980.6199 gals.).
 GX0226
 GX0226.The modeled gravity was interpolated from observed gravity values.
 GX0226
 GX0226;                    North         East    Units  Estimated Accuracy
 GX0226;SPC VA S     - 1,103,370.    3,352,180.      MT  (+/- 180 meters Scaled)
 GX0226
 GX0226                          SUPERSEDED SURVEY CONTROL
 GX0226
 GX0226  NGVD 29 (??/??/92)  466.891  (m)         1531.79   (f) ADJ UNCH    1 2
 GX0226
 GX0226.Superseded values are not recommended for survey control.
 GX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0226.See file dsdata.txt to determine how the superseded data were derived.
 GX0226
 GX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB739232(NAD 83)
 GX0226_MARKER: DR = REFERENCE MARK DISK
 GX0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX0226_STAMPING: DIXIE NO 2 1958
 GX0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0226
 GX0226  HISTORY     - Date     Condition        Report By
 GX0226  HISTORY     - 1958     MONUMENTED       CGS
 GX0226  HISTORY     - 1959     GOOD             NGS
 GX0226
 GX0226                          STATION DESCRIPTION
 GX0226
 GX0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0226'3 MI SW FROM GLENVAR.
 GX0226'24.6 FEET NORTHWEST OF DIXIE TRIANGULATION STATION DESCRIBED, 13
 GX0226'FEET NORTHEAST OF A WIRE FENCE, 35.4 FEET NORTHWEST OF RM 1, ABOUT
 GX0226'5 1/2 FEET LOWER THAN THE STATION, AND BRAZED ON TOP OF A
 GX0226'2 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3442 ***********************************************************************
 HW3442  DESIGNATION -  DIXON
 HW3442  PID         -  HW3442
 HW3442  STATE/COUNTY-  VA/ROCKINGHAM
 HW3442  USGS QUAD   -  RAWLEY SPRINGS (1983)
 HW3442
 HW3442                         *CURRENT SURVEY CONTROL
 HW3442  ___________________________________________________________________
 HW3442* NAD 83(1993)-  38 33 44.52560(N)    079 01 51.68625(W)     ADJUSTED  
 HW3442* NAVD 88     -      1128.     (meters)    3701.     (feet)  SCALED    
 HW3442  ___________________________________________________________________
 HW3442  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 HW3442  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HW3442
 HW3442  HORZ ORDER  -  SECOND
 HW3442
 HW3442.The horizontal coordinates were established by classical geodetic methods
 HW3442.and adjusted by the National Geodetic Survey in November 1994..
 HW3442
 HW3442.The orthometric height was scaled from a topographic map.
 HW3442
 HW3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3442
 HW3442.The geoid height was determined by GEOID03.
 HW3442
 HW3442;                    North         East     Units Scale Factor Converg.
 HW3442;SPC VA N     - 2,099,555.191 3,453,719.908   MT  0.99994885   -0 19 53.1
 HW3442;SPC VA N     - 6,888,290.66 11,331,079.40   sFT  0.99994885   -0 19 53.1
 HW3442;SPC WV S     -   175,230.353   771,589.078   MT  0.99994738   +1 13 02.0
 HW3442;UTM  17      - 4,270,051.820   671,549.977   MT  0.99996242   +1 13 39.7
 HW3442
 HW3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3442!SPC VA N     -   0.99982806  x   0.99994885  =   0.99977692
 HW3442!SPC WV S     -   0.99982806  x   0.99994738  =   0.99977545
 HW3442!UTM  17      -   0.99982806  x   0.99996242  =   0.99979048
 HW3442
 HW3442|---------------------------------------------------------------------|
 HW3442| PID    Reference Object                     Distance      Geod. Az  |
 HW3442|                                                           dddmmss.s |
 HW3442| DC3264 DIXON RM 2                            6.763 METERS 08105     |
 HW3442| DC3265 DIXON RM 3                                         16915     |
 HW3442| HW1472 COW                                 APPROX.15.3 KM 3400842.3 |
 HW3442| DC3263 DIXON RM 1                            6.190 METERS 34509     |
 HW3442|---------------------------------------------------------------------|
 HW3442
 HW3442                          SUPERSEDED SURVEY CONTROL
 HW3442
 HW3442  NAD 83(1986)-  38 33 44.52730(N)    079 01 51.69108(W) AD(       ) 2
 HW3442  NAD 27      -  38 33 44.09000(N)    079 01 52.57540(W) AD(       ) 2
 HW3442
 HW3442.Superseded values are not recommended for survey control.
 HW3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3442.See file dsdata.txt to determine how the superseded data were derived.
 HW3442
 HW3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC7155070052(NAD 83)
 HW3442_MARKER: DS = TRIANGULATION STATION DISK
 HW3442_SETTING: 80 = SET IN A BOULDER
 HW3442_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HW3442
 HW3442  HISTORY     - Date     Condition        Report By
 HW3442  HISTORY     - 1933     MONUMENTED       CGS
 HW3442
 HW3442                          STATION DESCRIPTION
 HW3442
 HW3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3442'STATION IS ON THE SUMMIT OF A WOODED KNOB, AT NE END AND
 HW3442'HIGHEST POINT OF DIXON OR DICTUM RIDGE.
 HW3442'
 HW3442'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HW3442'CONCRETE IN DEPRESSIONS IN BOULDERS.
 HW3442'
 HW3442'REFERENCE MARK NO. 1 IS NNW OF STATION IN TOP OF FLAT BOULDER
 HW3442'SLIGHTLY LOWER THAN STATION.
 HW3442'
 HW3442'REFERENCE MARK NO. 2 IS NE OF STATION IN BURIED STONE AND ABOUT
 HW3442'SAME ELEVATION AS STATION.
 HW3442'
 HW3442'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 50 YARDS SSW
 HW3442'OF STATION AND ON TOP OF FLAT BOULDER WHICH PROJECTS ABOUT
 HW3442'12 INCHES ABOVE THE SURFACE OF THE GROUND, IS SLIGHTLY LOWER
 HW3442'THAN THE STATION.
 HW3442'
 HW3442'TO REACH FROM HARRISONBURG POST OFFICE--TAKE U.S. HIGHWAY 11
 HW3442'N 0.25 MILE AND TURN LEFT ON W GAY STREET AT TRAFFIC LIGHT.
 HW3442'PROCEED ALONG GAY STREET FOR 0.3 MILE AND TURN RIGHT BY
 HW3442'WATERMAN PUBLIC SCHOOL, KEEP STRAIGHT AHEAD ON THIS NARROW
 HW3442'ASPHALTIC ROAD FOR 6.3 MILES OR 0.1 MILE BEYOND IRON BRIDGE AT
 HW3442'OLD MILL.  TURN LEFT AT T-ROAD JUNCTION.  PROCEED 0.15 MILE,
 HW3442'TAKE RIGHT FORK, FOLLOW 0.45 MILE, TAKE LEFT FORK, FOLLOW 0.05
 HW3442'MILE, TURN RIGHT AT END OF MACADAM ROAD.  PROCEED 0.55
 HW3442'MILE, TAKE RIGHT FORK AT G.J. BOWMANS MAIL BOX.  KEEP STRAIGHT
 HW3442'AHEAD FOR 2.25 MILES AND TURN LEFT THROUGH POLE GATE
 HW3442'NEAR WHITE CHURCH AND FOLLOW 4.8 MILES TO TOP OF GAP,
 HW3442'WHICH IS END OF TRUCK TRAVEL.  TAKE OAK GROVE TRAIL TO
 HW3442'LEFT AT TREE WITH TRIANGLE BLAZE.  FOLLOW TRAIL MARKED BY
 HW3442'TRIANGLE BLAZES TO SUMMIT ABOUT 1.25 MILES DISTANT.  STATION
 HW3442'IS AT NE END OF RIDGE 15.1 FEET S OF 12-INCH OAK WITH
 HW3442'TRIANGLE BLAZE AND 10 FEET E OF 10-INCH LEANING DEAD OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3514 ***********************************************************************
 FX3514  DESIGNATION -  DIXON
 FX3514  PID         -  FX3514
 FX3514  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3514  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3514
 FX3514                         *CURRENT SURVEY CONTROL
 FX3514  ___________________________________________________________________
 FX3514* NAD 83(1993)-  36 54 52.57582(N)    076 29 49.25415(W)     ADJUSTED  
 FX3514* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 FX3514  ___________________________________________________________________
 FX3514  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 FX3514  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FX3514
 FX3514  HORZ ORDER  -  THIRD
 FX3514
 FX3514.The horizontal coordinates were established by classical geodetic methods
 FX3514.and adjusted by the National Geodetic Survey in September 1995..
 FX3514
 FX3514.The orthometric height was scaled from a topographic map.
 FX3514
 FX3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3514
 FX3514.The geoid height was determined by GEOID03.
 FX3514
 FX3514;                    North         East     Units Scale Factor Converg.
 FX3514;SPC VA S     - 1,066,399.549 3,678,470.628   MT  0.99997644   +1 12 56.4
 FX3514;SPC VA S     - 3,498,679.19 12,068,449.05   sFT  0.99997644   +1 12 56.4
 FX3514;UTM  18      - 4,086,445.707   366,648.414   MT  0.99981907   -0 53 57.4
 FX3514
 FX3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3514!SPC VA S     -   1.00000500  x   0.99997644  =   0.99998144
 FX3514!UTM  18      -   1.00000500  x   0.99981907  =   0.99982406
 FX3514
 FX3514:                Primary Azimuth Mark                     Grid Az
 FX3514:SPC VA S     -  CHUCKATUCK CREEK BEACON                  011 39 31.6
 FX3514:UTM  18      -  CHUCKATUCK CREEK BEACON                  013 46 25.4
 FX3514
 FX3514|---------------------------------------------------------------------|
 FX3514| PID    Reference Object                     Distance      Geod. Az  |
 FX3514|                                                           dddmmss.s |
 FX3514| FX3506 CHUCKATUCK CREEK BEACON             APPROX. 1.1 KM 0125228.0 |
 FX3514| FX3505 CHUCK                               APPROX. 0.9 KM 0324829.2 |
 FX3514| DC8779 DIXON RM 2                           19.047 METERS 07532     |
 FX3514| DC8778 DIXON RM 1                           52.910 METERS 18124     |
 FX3514| FX3967 CHUCKATUCK CREEK BRIDGE E TWR       APPROX. 0.5 KM 2464512.2 |
 FX3514|---------------------------------------------------------------------|
 FX3514
 FX3514                          SUPERSEDED SURVEY CONTROL
 FX3514
 FX3514  NAD 83(1986)-  36 54 52.58078(N)    076 29 49.28814(W) AD(       ) 3
 FX3514  NAD 27      -  36 54 52.04400(N)    076 29 50.46500(W) AD(       ) 3
 FX3514
 FX3514.Superseded values are not recommended for survey control.
 FX3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3514.See file dsdata.txt to determine how the superseded data were derived.
 FX3514
 FX3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6664886446(NAD 83)
 FX3514_MARKER: DS = TRIANGULATION STATION DISK
 FX3514_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3514
 FX3514  HISTORY     - Date     Condition        Report By
 FX3514  HISTORY     - 1934     MONUMENTED       CGS
 FX3514  HISTORY     - 1942     GOOD             CGS
 FX3514  HISTORY     - 1951     MARK NOT FOUND   CGS
 FX3514  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX3514  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3514
 FX3514                          STATION DESCRIPTION
 FX3514
 FX3514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3514'LOCATED ON THE PROPERTY OF J.R. DIXON, ON THE EAST SIDE OF
 FX3514'CHUCKATUCK CREEK, IN THE VILLAGE OF CRITTENDEN.
 FX3514'
 FX3514'THE PLACE MAY BE REACHED BY FOLLOWING THE ROAD NORTHWARD
 FX3514'ALONG THE RIVER BANK TO THE DIXON RESIDENCE.  DOCKS IN CRITTENDEN
 FX3514'WILL ACCOMMODATE LARGE LAUNCHES, WHICH MAKES THE STATION
 FX3514'EASILY ACCESSIBLE BY WATER.
 FX3514'
 FX3514'THE STATION IS ON THE HIGH GROUND IN FRONT OF THE DIXON
 FX3514'HOUSE, ON A GRASSY PLOT, ABOUT 15 METERS FROM SOME SHEDS
 FX3514'BUILT ON THE LOWER GROUND TOWARD THE RIVER, 115 FEET FROM THE
 FX3514'NEAREST CORNER OF A GARAGE ACROSS A SHELL ROAD RUNNING PAST
 FX3514'THE DIXON HOUSE AND 263 FEET NORTHWEST OF THE NORTHWEST
 FX3514'CORNER OF THE HOUSE.
 FX3514'
 FX3514'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3514'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1C, 7A AND
 FX3514'11C RESPECTIVELY.
 FX3514'
 FX3514'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 FX3514
 FX3514                          STATION RECOVERY (1942)
 FX3514
 FX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3514'1934 DESCRIPTION ADEQUATE WITH FOLLOWING ADDITION--STATION IS
 FX3514'NOW UNDER PINE BRACE ON FENCE LINE.
 FX3514
 FX3514                          STATION RECOVERY (1951)
 FX3514
 FX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCC)
 FX3514'STATION AND REFERENCE MARK 2 WERE DESTROYED DUE TO LEVELING
 FX3514'OFF OF HILL.  REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED
 FX3514'AND NOW PROJECTS ABOUT 1-1/2 FEET ABOVE GROUND.
 FX3514
 FX3514                          STATION RECOVERY (1954)
 FX3514
 FX3514'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3514'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.  PROJECTS
 FX3514'1-1/2 FEET ABOVE GROUND-THERE HAS BEEN GRADING AROUND IT. -
 FX3514'COULD HAVE BEEN MOVED OR KNOCKED DOWN AND SET UP AGAIN.
 FX3514
 FX3514                          STATION RECOVERY (1960)
 FX3514
 FX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3514'STATION AND REFERENCE MARK NO. 2 WERE DESTROYED AS REPORTED
 FX3514'IN 1951.  REFERENCE MARK NO. 1 WAS RECOVERED IN POOR CONDITION.
 FX3514'IT PROJECTS ABOUT 1-1/2 FEET AND IS LOOSE IN THE GROUND.
 FX3514'THE MARK WAS NOT DESTROYED AS IT ALSO SERVES AS A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0219 ***********************************************************************
 FX0219  DESIGNATION -  DIXON RM 1
 FX0219  PID         -  FX0219
 FX0219  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0219  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX0219
 FX0219                         *CURRENT SURVEY CONTROL
 FX0219  ___________________________________________________________________
 FX0219* NAD 83(1986)-  36 54 54.     (N)    076 29 50.     (W)     SCALED    
 FX0219* NAVD 88     -         5.181  (meters)      17.00   (feet)  ADJUSTED  
 FX0219  ___________________________________________________________________
 FX0219  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FX0219  DYNAMIC HT  -           5.177 (meters)      16.98  (feet)  COMP
 FX0219  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 FX0219
 FX0219  VERT ORDER  -  FIRST     CLASS II
 FX0219
 FX0219.The horizontal coordinates were scaled from a topographic map and have
 FX0219.an estimated accuracy of +/- 6 seconds.
 FX0219
 FX0219.The orthometric height was determined by differential leveling
 FX0219.and adjusted by the National Geodetic Survey in June 1991..
 FX0219
 FX0219.The geoid height was determined by GEOID03.
 FX0219
 FX0219.The dynamic height is computed by dividing the NAVD 88
 FX0219.geopotential number by the normal gravity value computed on the
 FX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0219.degrees latitude (g = 980.6199 gals.).
 FX0219
 FX0219.The modeled gravity was interpolated from observed gravity values.
 FX0219
 FX0219;                    North         East    Units  Estimated Accuracy
 FX0219;SPC VA S     - 1,066,440.    3,678,450.      MT  (+/- 180 meters Scaled)
 FX0219
 FX0219                          SUPERSEDED SURVEY CONTROL
 FX0219
 FX0219  NGVD 29 (??/??/92)    5.42   (m)           17.8    (f) COMPUTED    1 2
 FX0219
 FX0219.Superseded values are not recommended for survey control.
 FX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0219.See file dsdata.txt to determine how the superseded data were derived.
 FX0219
 FX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF666864(NAD 83)
 FX0219_MARKER: DR = REFERENCE MARK DISK
 FX0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0219_STAMPING: DIXON NO 1 1934
 FX0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0219+STABILITY: SURFACE MOTION
 FX0219
 FX0219  HISTORY     - Date     Condition        Report By
 FX0219  HISTORY     - 1934     MONUMENTED       CGS
 FX0219  HISTORY     - 1971     POOR             NGS
 FX0219  HISTORY     - 1982     GOOD             USGS
 FX0219
 FX0219                          STATION DESCRIPTION
 FX0219
 FX0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0219'AT CRITTENDEN.
 FX0219'AT CRITTENDEN, ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 17
 FX0219'FROM THE SOUTHEAST END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK
 FX0219'CREEK, THENCE 0.2 MILE NORTHWEST ALONG CYPRESS ROAD, THENCE 0.35
 FX0219'MILE NORTHEAST ALONG LINDEN AVENUE AND A GRAVELED ROAD, IN THE
 FX0219'LAWN OF THE PROPERTY OF MR. F.J. HOLLAND, 141 FEET NORTHWEST OF
 FX0219'THE NORTHWEST CORNER OF A 1 1/2 STORY HOUSE, 39 FEET EAST OF
 FX0219'THE CENTER LINE OF THE GRAVEL STREET, 27 FEET SOUTHEAST OF THE
 FX0219'NORTH ONE OF THREE 18-INCH CEDAR TREES, 20 FEET EAST OF AN
 FX0219'UNDERGROUND CABLE MARKER NO. 26-5-6-1, 83 1/2 FEET SOUTHWEST OF
 FX0219'A POWER LINE POLE, 2 FEET ABOVE THE LEVEL OF THE GRAVEL STREET
 FX0219'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FX0219'THE OWNER OF THE PROPERTY INFORMED THIS PARTY THAT THE MARK WAS
 FX0219'LOWERED ABOUT 1 FOOT SEVERAL YEARS AGO TO ALLOW MOWING.
 FX0219
 FX0219                          STATION RECOVERY (1982)
 FX0219
 FX0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FX0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8389 ***********************************************************************
 HV8389  DESIGNATION -  DNB
 HV8389  PID         -  HV8389
 HV8389  STATE/COUNTY-  VA/FAIRFAX
 HV8389  USGS QUAD   -  FALLS CHURCH (1994)
 HV8389
 HV8389                         *CURRENT SURVEY CONTROL
 HV8389  ___________________________________________________________________
 HV8389* NAD 83(1993)-  38 54 59.25912(N)    077 13 37.05172(W)     ADJUSTED  
 HV8389* NAVD 88     -       189.4    (meters)     621.     (feet)  VERTCON   
 HV8389  ___________________________________________________________________
 HV8389  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HV8389  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8389
 HV8389  HORZ ORDER  -  SECOND
 HV8389
 HV8389.The horizontal coordinates were established by classical geodetic methods
 HV8389.and adjusted by the National Geodetic Survey in November 1994..
 HV8389
 HV8389.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8389
 HV8389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8389
 HV8389.The geoid height was determined by GEOID03.
 HV8389
 HV8389;                    North         East     Units Scale Factor Converg.
 HV8389;SPC VA N     - 2,139,492.951 3,610,400.802   MT  0.99996196   +0 47 40.3
 HV8389;SPC VA N     - 7,019,319.79 11,845,123.30   sFT  0.99996196   +0 47 40.3
 HV8389;SPC MD       -   138,757.060   380,317.279   MT  0.99995010   -0 08 32.8
 HV8389;SPC MD       -   455,238.79  1,247,757.61   sFT  0.99995010   -0 08 32.8
 HV8389;UTM  18      - 4,309,863.941   306,926.824   MT  1.00005904   -1 23 57.8
 HV8389
 HV8389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8389!SPC VA N     -   0.99997527  x   0.99996196  =   0.99993723
 HV8389!SPC MD       -   0.99997527  x   0.99995010  =   0.99992537
 HV8389!UTM  18      -   0.99997527  x   1.00005904  =   1.00003431
 HV8389
 HV8389                          SUPERSEDED SURVEY CONTROL
 HV8389
 HV8389  NAD 83(1993)-  38 54 59.25810(N)    077 13 37.05420(W) AD(       ) 2
 HV8389  NAD 83(1986)-  38 54 59.25803(N)    077 13 37.06387(W) AD(       ) 2
 HV8389  NGVD 29 (01/12/90)  189.6    (m)          622.     (f) VERT ANG       
 HV8389
 HV8389.Superseded values are not recommended for survey control.
 HV8389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8389.See file dsdata.txt to determine how the superseded data were derived.
 HV8389
 HV8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0692709864(NAD 83)
 HV8389_MARKER: N = NAIL
 HV8389_SETTING: 0 = UNSPECIFIED SETTING
 HV8389_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8389
 HV8389  HISTORY     - Date     Condition        Report By
 HV8389  HISTORY     - UNK      MONUMENTED
 HV8389  HISTORY     - 1976     SEE DESCRIPTION  VA-059
 HV8389
 HV8389                          STATION DESCRIPTION
 HV8389
 HV8389'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV8389'THIS STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE4248 ***********************************************************************
 AE4248  DESIGNATION -  DOBSON
 AE4248  PID         -  AE4248
 AE4248  STATE/COUNTY-  VA/YORK
 AE4248  USGS QUAD   -  POQUOSON WEST (1983)
 AE4248
 AE4248                         *CURRENT SURVEY CONTROL
 AE4248  ___________________________________________________________________
 AE4248* NAD 83(1993)-  37 12 50.26587(N)    076 28 13.00237(W)     ADJUSTED  
 AE4248* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AE4248  ___________________________________________________________________
 AE4248  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AE4248  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 AE4248
 AE4248  HORZ ORDER  -  THIRD
 AE4248
 AE4248.The horizontal coordinates were established by classical geodetic methods
 AE4248.and adjusted by the National Geodetic Survey in June 1997..
 AE4248
 AE4248.The orthometric height was scaled from a topographic map.
 AE4248
 AE4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4248
 AE4248.The geoid height was determined by GEOID03.
 AE4248
 AE4248;                    North         East     Units Scale Factor Converg.
 AE4248;SPC VA S     - 1,099,663.884 3,680,138.341   MT  0.99994897   +1 13 54.8
 AE4248;SPC VA S     - 3,607,813.93 12,073,920.54   sFT  0.99994897   +1 13 54.8
 AE4248;UTM  18      - 4,119,620.829   369,543.996   MT  0.99980965   -0 53 21.6
 AE4248
 AE4248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4248!SPC VA S     -   1.00000510  x   0.99994897  =   0.99995407
 AE4248!UTM  18      -   1.00000510  x   0.99980965  =   0.99981475
 AE4248
 AE4248                          SUPERSEDED SURVEY CONTROL
 AE4248
 AE4248.No superseded survey control is available for this station.
 AE4248
 AE4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6954419621(NAD 83)
 AE4248_MARKER: DD = SURVEY DISK
 AE4248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4248
 AE4248  HISTORY     - Date     Condition        Report By
 AE4248  HISTORY     - 1984     MONUMENTED       NOS
 AE4248
 AE4248                          STATION DESCRIPTION
 AE4248
 AE4248'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (JDS)
 AE4248'THE STATION IS LOCATED 3.0 MILES SOUTHEAST FROM THE CENTER OF YORKTOWN
 AE4248'ON A POINT OF LAND BETWEEN THE EAST AND WEST BRANCHES OF WORMLEY CREEK
 AE4248'ON PROPERTY OWNED BY C RICHARD DOBSON, 1122 WORMLEY CREEK DRIVE,
 AE4248'MARLBANK (PHONE 804-898-6299.
 AE4248'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US 17 AND COUNTY
 AE4248'ROAD 678 (HARRAU LANE) GO NORTHEAST ON 678 FOR 0.3 KM (0.2 MILE) TO
 AE4248'ITS JUNCTION WITH COUNTY ROAD 634.  TURN LEFT ON 634 AND GO NORTH 0.2
 AE4248'KM(0.1 MILE) TO THE JUNCTION WITH COUNTY ROAD 693 (WORMLEY CREEK
 AE4248'DRIVE).  TURN RIGHT AND GO NORTHEAST FOR 1.8 KM (1.1 MILES) TO THE
 AE4248'ROADS END AND THE DOBSON RESIDENCE ON THE LEFT. PARK AND WALK AROUND
 AE4248'THE HOUSE DOWN TO THE THE AREA OF A WOOD BULKHEAD AND BOAT HOUSE AND
 AE4248'THE STATION.
 AE4248'THE STATION IS A STANDARD NOS DISK STAMPED---DOBSON 1984---, SET INTO
 AE4248'THE TOP OF A ROUND 12 INCH CONCRETE MONUMENT FLUSH WITH THE XISTING
 AE4248'GROUND.  IT IS LOCATED 0.5 METER(1.64 FEET) SOUTH FROM THE OUTER EDGE
 AE4248'OF THE BULKHEAD, AND 0.4 METER(1.31 FEET) EAST FROM THE EASTERN EDGE
 AE4248'OF THE WOOD DECK.
 AE4248'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AE4248'DESCRIBED BY J DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4422 ***********************************************************************
 GV4422  DESIGNATION -  DOC
 GV4422  PID         -  GV4422
 GV4422  STATE/COUNTY-  VA/GLOUCESTER
 GV4422  USGS QUAD   -  CLAY BANK (1984)
 GV4422
 GV4422                         *CURRENT SURVEY CONTROL
 GV4422  ___________________________________________________________________
 GV4422* NAD 83(1993)-  37 20 57.71591(N)    076 36 32.88790(W)     ADJUSTED  
 GV4422* NAVD 88     -                                                        
 GV4422  ___________________________________________________________________
 GV4422  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 GV4422  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 GV4422
 GV4422  HORZ ORDER  -  THIRD
 GV4422
 GV4422.The horizontal coordinates were established by classical geodetic methods
 GV4422.and adjusted by the National Geodetic Survey in September 1995..
 GV4422
 GV4422
 GV4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4422
 GV4422.The geoid height was determined by GEOID03.
 GV4422
 GV4422;                    North         East     Units Scale Factor Converg.
 GV4422;SPC VA S     - 1,114,431.566 3,667,515.488   MT  0.99994545   +1 08 51.4
 GV4422;SPC VA S     - 3,656,264.23 12,032,507.06   sFT  0.99994545   +1 08 51.4
 GV4422;UTM  18      - 4,134,844.113   357,478.173   MT  0.99985021   -0 58 35.0
 GV4422
 GV4422                          SUPERSEDED SURVEY CONTROL
 GV4422
 GV4422  NAD 83(1993)-  37 20 57.71622(N)    076 36 32.89331(W) AD(       ) 4
 GV4422  NAD 83(1986)-  37 20 57.71870(N)    076 36 32.91189(W) AD(       ) 4
 GV4422  NAD 27      -  37 20 57.20000(N)    076 36 34.08000(W) AD(       ) 3
 GV4422
 GV4422.Superseded values are not recommended for survey control.
 GV4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4422.See file dsdata.txt to determine how the superseded data were derived.
 GV4422
 GV4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5747834844(NAD 83)
 GV4422_MARKER: 86 = CUPOLA
 GV4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4422+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4422
 GV4422  HISTORY     - Date     Condition        Report By
 GV4422  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV4422  HISTORY     - 19970225 GOOD             USPSQD
 GV4422  HISTORY     - 20020111 GOOD             USPSQD
 GV4422
 GV4422                          STATION DESCRIPTION
 GV4422
 GV4422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4422'THIS STATION IS THE SW GABLE OF THE WHITE HOUSE AT THE
 GV4422'INSHORE END OF THE PIER AT CLAYBANK.  THIS STATION IS VERY
 GV4422'CLOSE TO THE HIGH-WATER LINE AT THIS POINT.
 GV4422'
 GV4422'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
 GV4422
 GV4422                          STATION RECOVERY (1997)
 GV4422
 GV4422'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4422'RECOVERED IN GOOD CONDITION.
 GV4422
 GV4422                          STATION RECOVERY (2002)
 GV4422
 GV4422'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3349 ***********************************************************************
 FX3349  DESIGNATION -  DOCK
 FX3349  PID         -  FX3349
 FX3349  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3349  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3349
 FX3349                         *CURRENT SURVEY CONTROL
 FX3349  ___________________________________________________________________
 FX3349* NAD 83(1993)-  36 51 24.70277(N)    076 19 58.67081(W)     ADJUSTED  
 FX3349* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3349  ___________________________________________________________________
 FX3349  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FX3349  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX3349
 FX3349  HORZ ORDER  -  THIRD
 FX3349
 FX3349.The horizontal coordinates were established by classical geodetic methods
 FX3349.and adjusted by the National Geodetic Survey in September 1995..
 FX3349
 FX3349.The orthometric height was scaled from a topographic map.
 FX3349
 FX3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3349
 FX3349.The geoid height was determined by GEOID03.
 FX3349
 FX3349;                    North         East     Units Scale Factor Converg.
 FX3349;SPC VA S     - 1,060,316.196 3,693,232.559   MT  0.99998485   +1 18 54.8
 FX3349;SPC VA S     - 3,478,720.72 12,116,880.49   sFT  0.99998485   +1 18 54.8
 FX3349;UTM  18      - 4,079,822.958   381,173.113   MT  0.99977395   -0 47 58.7
 FX3349
 FX3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3349!SPC VA S     -   1.00000584  x   0.99998485  =   0.99999069
 FX3349!UTM  18      -   1.00000584  x   0.99977395  =   0.99977979
 FX3349
 FX3349:                Primary Azimuth Mark                     Grid Az
 FX3349:SPC VA S     -  TOWER 1 N AND W RAILROAD YD              021 10 29.4
 FX3349:UTM  18      -  TOWER 1 N AND W RAILROAD YD              023 17 22.9
 FX3349
 FX3349|---------------------------------------------------------------------|
 FX3349| PID    Reference Object                     Distance      Geod. Az  |
 FX3349|                                                           dddmmss.s |
 FX3349| FX3283 TOWER 1 N AND W RAILROAD YD         APPROX. 2.4 KM 0222924.2 |
 FX3349| FX3460 TOWER 2 N AND W RAILROAD YD         APPROX. 2.3 KM 0310543.2 |
 FX3349| FX3284 TOWER 3 N AND W RAILROAD YD         APPROX. 2.8 KM 0315541.9 |
 FX3349| FX3192 CHIM                                APPROX. 3.0 KM 0385126.2 |
 FX3349| FX3375 LAMBERT POINT TANK NEAR             APPROX. 2.0 KM 0570008.7 |
 FX3349| FX3477 WINDMILL WEST BRANCH                APPROX. 1.2 KM 2392050.4 |
 FX3349| DC9370 DOCK RM                                            2925312.4 |
 FX3349| FX3380 LOVE                                APPROX. 0.8 KM 2973501.4 |
 FX3349|---------------------------------------------------------------------|
 FX3349
 FX3349                          SUPERSEDED SURVEY CONTROL
 FX3349
 FX3349  NAD 83(1986)-  36 51 24.70842(N)    076 19 58.70630(W) AD(       ) 3
 FX3349  NAD 27      -  36 51 24.18100(N)    076 19 59.90900(W) AD(       ) 3
 FX3349
 FX3349.Superseded values are not recommended for survey control.
 FX3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3349.See file dsdata.txt to determine how the superseded data were derived.
 FX3349
 FX3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8117379823(NAD 83)
 FX3349_MARKER: N = NAIL
 FX3349_SETTING: 0 = UNSPECIFIED SETTING
 FX3349
 FX3349  HISTORY     - Date     Condition        Report By
 FX3349  HISTORY     - 1929     MONUMENTED       CGS
 FX3349  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX3349  HISTORY     - 1963     MARK NOT FOUND   USGS
 FX3349
 FX3349                          STATION DESCRIPTION
 FX3349
 FX3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3349'STATION IS ABOUT 7/8 MILE W OF PINNERS POINT, ON THE S SHORE
 FX3349'OF WESTERN BRANCH AND ON THE PIER OF THE NEW YORK, PHILADELPHIA
 FX3349'AND NORFOLK RAILROAD COMPANY.  THIS PIER IS THE FIRST ONE
 FX3349'UP THE RIVER.
 FX3349'
 FX3349'THE STATION IS MARKED BY A 16-PENNY NAIL DRIVEN INTO THE
 FX3349'DOCK AND ENCLOSED IN A TRIANGLE FORMED BY NAILS DRIVEN INTO
 FX3349'THE FLOORING OF THE PIER.  IT IS ABOUT 1 METER TO THE N AND
 FX3349'ABOUT 2 FEET TO THE W OF THE NW CORNER OF THE FREIGHT SHED.
 FX3349'FROM THE FRONT OF THE DOCK TO THE STATION IS ABOUT 8 METERS
 FX3349'AND IT IS ABOUT 6 METERS TO THE W EDGE OF THE DOCK.  THE
 FX3349'DOCK TO THE E OF THE STATION IS DILAPIDATED.
 FX3349'
 FX3349'REFERENCE MARK NO. 1 IS A U.S.E.D. STATION.
 FX3349
 FX3349                          STATION RECOVERY (1954)
 FX3349
 FX3349'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3349'WOODEN DOCK IN WHICH STATION WAS SET HAS BEEN REMOVED.
 FX3349
 FX3349                          STATION RECOVERY (1963)
 FX3349
 FX3349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX3349'PIER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5144 ***********************************************************************
 GV5144  DESIGNATION -  DOCTOR
 GV5144  PID         -  GV5144
 GV5144  STATE/COUNTY-  VA/NEW KENT
 GV5144  USGS QUAD   -  TUNSTALL (1984)
 GV5144
 GV5144                         *CURRENT SURVEY CONTROL
 GV5144  ___________________________________________________________________
 GV5144* NAD 83(1993)-  37 35 45.43955(N)    077 04 25.67400(W)     ADJUSTED  
 GV5144* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 GV5144  ___________________________________________________________________
 GV5144  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 GV5144  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 GV5144
 GV5144  HORZ ORDER  -  THIRD
 GV5144
 GV5144.The horizontal coordinates were established by classical geodetic methods
 GV5144.and adjusted by the National Geodetic Survey in November 1994..
 GV5144
 GV5144.The orthometric height was scaled from a topographic map.
 GV5144
 GV5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5144
 GV5144.The geoid height was determined by GEOID03.
 GV5144
 GV5144;                    North         East     Units Scale Factor Converg.
 GV5144;SPC VA S     - 1,141,071.944 3,625,940.290   MT  0.99995333   +0 51 56.2
 GV5144;SPC VA S     - 3,743,666.87 11,896,105.77   sFT  0.99995333   +0 51 56.2
 GV5144;UTM  18      - 4,163,008.846   316,921.316   MT  1.00001287   -1 15 56.0
 GV5144
 GV5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5144!SPC VA S     -   1.00000456  x   0.99995333  =   0.99995789
 GV5144!UTM  18      -   1.00000456  x   1.00001287  =   1.00001743
 GV5144
 GV5144|---------------------------------------------------------------------|
 GV5144| PID    Reference Object                     Distance      Geod. Az  |
 GV5144|                                                           dddmmss.s |
 GV5144| GV5185 OPPO                                140.664 METERS 02031     |
 GV5144| GV5180 NEGRO                               452.199 METERS 0551532.5 |
 GV5144| GV5184 ON                                  279.056 METERS 07235     |
 GV5144| GV5145 DR GREGORYS HOUSE EAST CHIMNEY      303.556 METERS 22336     |
 GV5144| GV5159 HIGH BARN EAST GABLE                164.110 METERS 23649     |
 GV5144| GV5220 WEEK                                160.807 METERS 26350     |
 GV5144| DC5286 DOCTOR RM 1                          36.886 METERS 27719     |
 GV5144| GV5195 RAW                                 274.695 METERS 28951     |
 GV5144| DC5287 DOCTOR RM 2                          17.830 METERS 29844     |
 GV5144| DC5288 DOCTOR RM 3                          13.986 METERS 35236     |
 GV5144|---------------------------------------------------------------------|
 GV5144
 GV5144                          SUPERSEDED SURVEY CONTROL
 GV5144
 GV5144  NAD 83(1986)-  37 35 45.44082(N)    077 04 25.69130(W) AD(       ) 3
 GV5144  NAD 27      -  37 35 44.89300(N)    077 04 26.69700(W) AD(       ) 3
 GV5144
 GV5144.Superseded values are not recommended for survey control.
 GV5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5144.See file dsdata.txt to determine how the superseded data were derived.
 GV5144
 GV5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1692163009(NAD 83)
 GV5144_MARKER: DS = TRIANGULATION STATION DISK
 GV5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5144
 GV5144  HISTORY     - Date     Condition        Report By
 GV5144  HISTORY     - 1912     MONUMENTED       CGS
 GV5144  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5144  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5144
 GV5144                          STATION DESCRIPTION
 GV5144
 GV5144'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5144'STATION IS AT DR. GREGORYS FARM SITE ON THE RIGHT BANK OF THE
 GV5144'PAMUNKEY RIVER, 14 METERS BACK FROM TOP OF HIGH BANK, ON THE
 GV5144'FRONT GRASSY AREA IN FIELD N OF HIS DWELLING.
 GV5144'
 GV5144'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES SET
 GV5144'11 INCHES BELOW THE SURFACE OF THE GROUND, BEARING REINFORCED IN
 GV5144'ITS TOP CENTER THE REGULATION BRASS DISK.
 GV5144'
 GV5144'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON 30-INCH PINE
 GV5144'AT TOP OF BANK, DISTANT 36.886 METERS ON LINE 13 DEG 28 MIN 53 SEC
 GV5144'TO RIGHT OF LINE TO STATION WEEK.
 GV5144'
 GV5144'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON 14-INCH CEDAR
 GV5144'AT TOP OF BANK, DISTANT 17.830 METERS ON LINE 34 DEG 53 MIN 50 SEC
 GV5144'TO RIGHT OF LINE TO STATION WEEK.
 GV5144'
 GV5144'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 10-INCH
 GV5144'PERSIMMON TREE AT TOP OF BANK, DISTANT 13.986 METERS ON LINE
 GV5144'88 DEG 45 MIN 45 SEC TO RIGHT OF LINE TO STATION WEEK.
 GV5144
 GV5144                          STATION RECOVERY (2000)
 GV5144
 GV5144'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5144'MARK NOT FOUND.
 GV5144
 GV5144                          STATION RECOVERY (2001)
 GV5144
 GV5144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5144
 GV5144                          STATION RECOVERY (2005)
 GV5144
 GV5144'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3767 ***********************************************************************
 GV3767  DESIGNATION -  DOD VFC 1931
 GV3767  PID         -  GV3767
 GV3767  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3767  USGS QUAD   -  REEDVILLE (1992)
 GV3767
 GV3767                         *CURRENT SURVEY CONTROL
 GV3767  ___________________________________________________________________
 GV3767* NAD 83(1993)-  37 49 14.70302(N)    076 17 17.60114(W)     ADJUSTED  
 GV3767* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3767  ___________________________________________________________________
 GV3767  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 GV3767  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV3767
 GV3767  HORZ ORDER  -  THIRD
 GV3767
 GV3767.The horizontal coordinates were established by classical geodetic methods
 GV3767.and adjusted by the National Geodetic Survey in November 1994..
 GV3767
 GV3767.The orthometric height was scaled from a topographic map.
 GV3767
 GV3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3767
 GV3767.The geoid height was determined by GEOID03.
 GV3767
 GV3767;                    North         East     Units Scale Factor Converg.
 GV3767;SPC VA S     - 1,167,351.054 3,694,715.390   MT  0.99997662   +1 20 32.6
 GV3767;SPC VA S     - 3,829,884.25 12,121,745.41   sFT  0.99997662   +1 20 32.6
 GV3767;UTM  18      - 4,186,708.906   386,620.368   MT  0.99975833   -0 47 24.0
 GV3767
 GV3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3767!SPC VA S     -   1.00000564  x   0.99997662  =   0.99998226
 GV3767!UTM  18      -   1.00000564  x   0.99975833  =   0.99976397
 GV3767
 GV3767:                Primary Azimuth Mark                     Grid Az
 GV3767:SPC VA S     -  HOTEL USE 1931                           141 45 34.9
 GV3767:UTM  18      -  HOTEL USE 1931                           143 53 31.5
 GV3767
 GV3767|---------------------------------------------------------------------|
 GV3767| PID    Reference Object                     Distance      Geod. Az  |
 GV3767|                                                           dddmmss.s |
 GV3767| GV3778 HOTEL USE 1931                      APPROX. 0.9 KM 1430607.5 |
 GV3767| GV3758 COCKRELL VFC 1931                   APPROX. 0.5 KM 2902758.9 |
 GV3767|---------------------------------------------------------------------|
 GV3767
 GV3767                          SUPERSEDED SURVEY CONTROL
 GV3767
 GV3767  NAD 83(1993)-  37 49 14.70848(N)    076 17 17.61513(W) AD(       ) 3
 GV3767  NAD 83(1986)-  37 49 14.70760(N)    076 17 17.62371(W) AD(       ) 3
 GV3767  NAD 27      -  37 49 14.24300(N)    076 17 18.81900(W) AD(       ) 3
 GV3767
 GV3767.Superseded values are not recommended for survey control.
 GV3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3767.See file dsdata.txt to determine how the superseded data were derived.
 GV3767
 GV3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8662086709(NAD 83)
 GV3767_MARKER: I = METAL ROD
 GV3767_SETTING: 0 = UNSPECIFIED SETTING
 GV3767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3767
 GV3767  HISTORY     - Date     Condition        Report By
 GV3767  HISTORY     - 1931     MONUMENTED       VACF
 GV3767  HISTORY     - 1938     MARK NOT FOUND   CGS
 GV3767  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3767
 GV3767                          STATION DESCRIPTION
 GV3767
 GV3767'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3767'IN THE LOCALITY OF INGRAM BAY, ON A HIGH BLUFF AT THE WESTERN
 GV3767'SIDE OF THE MOUTH OF COCKRELL CREEK.  THE POINT WASHES AWAY
 GV3767'PRETTY FAST AND STATION WILL LIKELY GO OVER THE BANK IN
 GV3767'A FEW YEARS.
 GV3767'
 GV3767'MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED IRON PIPE
 GV3767'SURROUNDED BELOW THE SURFACE BY A BLOCK OF CONCRETE.
 GV3767
 GV3767                          STATION RECOVERY (1938)
 GV3767
 GV3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV3767'STATION IS LOST.  NATIVES STATED THAT THE HURRICANE OF AUGUST,
 GV3767'1933 CAUSED CONSIDERABLE EROSION ON COCKRELLS POINT AND IN
 GV3767'THE VICINITY OF REASON CREEK.  ANGLES TAKEN WITH A SEXTANT
 GV3767'ON THE EDGE OF THE PRESENT BLUFF IN THE VICINITY OF THE
 GV3767'POSITION OF DOD, DEFINITELY SHOWED THAT THE BLUFF HAD WASHED
 GV3767'AWAY CARRYING THE MARK WITH IT.
 GV3767
 GV3767                          STATION RECOVERY (2002)
 GV3767
 GV3767'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4913 ***********************************************************************
 HV4913  DESIGNATION -  DOG
 HV4913  PID         -  HV4913
 HV4913  STATE/COUNTY-  VA/FAIRFAX
 HV4913  USGS QUAD   -  MOUNT VERNON (1983)
 HV4913
 HV4913                         *CURRENT SURVEY CONTROL
 HV4913  ___________________________________________________________________
 HV4913* NAD 83(1993)-  38 41 17.96805(N)    077 07 19.41620(W)     ADJUSTED  
 HV4913* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV4913  ___________________________________________________________________
 HV4913  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HV4913  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV4913
 HV4913  HORZ ORDER  -  THIRD
 HV4913
 HV4913.The horizontal coordinates were established by classical geodetic methods
 HV4913.and adjusted by the National Geodetic Survey in November 1994..
 HV4913
 HV4913.The orthometric height was scaled from a topographic map.
 HV4913
 HV4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4913
 HV4913.The geoid height was determined by GEOID03.
 HV4913
 HV4913;                    North         East     Units Scale Factor Converg.
 HV4913;SPC VA N     - 2,114,302.496 3,619,877.288   MT  0.99994915   +0 51 36.0
 HV4913;SPC VA N     - 6,936,674.11 11,876,214.07   sFT  0.99994915   +0 51 36.0
 HV4913;SPC MD       -   113,415.111   389,380.624   MT  0.99995517   -0 04 35.8
 HV4913;SPC MD       -   372,096.08  1,277,492.93   sFT  0.99995517   -0 04 35.8
 HV4913;UTM  18      - 4,284,327.542   315,434.356   MT  1.00001950   -1 19 36.6
 HV4913
 HV4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4913!SPC VA N     -   1.00000465  x   0.99994915  =   0.99995380
 HV4913!SPC MD       -   1.00000465  x   0.99995517  =   0.99995982
 HV4913!UTM  18      -   1.00000465  x   1.00001950  =   1.00002415
 HV4913
 HV4913|---------------------------------------------------------------------|
 HV4913| PID    Reference Object                     Distance      Geod. Az  |
 HV4913|                                                           dddmmss.s |
 HV4913| HV4914 DOGUE CR CONCRETE SEWER POST         48.050 METERS 09533     |
 HV4913| HV4943 MARSHALL HALL LIGHT                 APPROX. 1.7 KM 0990320.2 |
 HV4913| HV4968 STEVERSON                           APPROX. 2.0 KM 1604049.5 |
 HV4913| DC6198 DOG RM 3                              7.738 METERS 21646     |
 HV4913| DC6199 DOG RM 4                             12.600 METERS 30657     |
 HV4913|---------------------------------------------------------------------|
 HV4913
 HV4913                          SUPERSEDED SURVEY CONTROL
 HV4913
 HV4913  NAD 83(1993)-  38 41 17.96600(N)    077 07 19.41931(W) AD(       ) 3
 HV4913  NAD 83(1986)-  38 41 17.96595(N)    077 07 19.43125(W) AD(       ) 3
 HV4913  NAD 27      -  38 41 17.54500(N)    077 07 20.50900(W) AD(       ) 3
 HV4913
 HV4913.Superseded values are not recommended for survey control.
 HV4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4913.See file dsdata.txt to determine how the superseded data were derived.
 HV4913
 HV4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1543484328(NAD 83)
 HV4913_MARKER: DS = TRIANGULATION STATION DISK
 HV4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4913
 HV4913  HISTORY     - Date     Condition        Report By
 HV4913  HISTORY     - 1928     MONUMENTED       CGS
 HV4913  HISTORY     - 1938     GOOD             CGS
 HV4913  HISTORY     - 1956     GOOD             AMS
 HV4913  HISTORY     - 1959     GOOD             CGS
 HV4913
 HV4913                          STATION DESCRIPTION
 HV4913
 HV4913'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4913'STATION IS ON THE W SHORE OF POTOMAC RIVER ON THE POINT AT THE
 HV4913'S ENTRANCE TO DOGUE CREEK, ON A CLAY BLUFF ABOUT 35 FEET ABOVE
 HV4913'THE WATER, AMONG SMALL GROWTH TIMBER AND 5 FEET BACK OF EDGE OF
 HV4913'BLUFF.  MARK PROJECTS 10 INCHES ABOVE SURFACE STAMPED DOG 1928.
 HV4913'
 HV4913'STATION AND REFERENCE MARK ARE STANDARD BRONZE DISKS SET IN
 HV4913'CONCRETE.
 HV4913'
 HV4913'REFERENCE MARK (NO NUMBER) IS W OF STATION STAMPED DOG 1928.
 HV4913'
 HV4913'A CAST IRON SEWERAGE CISTERN TOP, 2 FEET IN DIAMETER LIES S
 HV4913'OF STATION, AND IS SET IN TOP OF A CONCRETE CISTERN ABOUT 4 FEET
 HV4913'IN DIAMETER USED AS A REFERENCE MARK.  METAL CHIPPED OFF SHORT BAR
 HV4913'IN CENTER OF CISTERN TOP IS POINT FOR REFERENCE MARK.
 HV4913'
 HV4913'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 HV4913
 HV4913                          STATION RECOVERY (1938)
 HV4913
 HV4913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4913'STATION RECOVERED.  REFERENCE MARK NOT SEARCHED FOR.  CAST IRON
 HV4913'SEWER MANHOLE-COVER RECOVERED.  STATION IS ON RIVER SIDE OF BRIDLE
 HV4913'PATH AT THE TOP OF THE RISE AT THE N END OF THE DAM ACROSS A FISH
 HV4913'BREEDING POND.  STATION IS ALMOST DUE E OF STATION DOGUE CREEK,
 HV4913'CONCRETE SEWER POST, 1928 WHICH IS LOCATED ABOUT 25 METERS
 HV4913'OFFSHORE.
 HV4913
 HV4913                          STATION RECOVERY (1956)
 HV4913
 HV4913'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV4913'STATION RECOVERED IN GOOD CONDITION.
 HV4913
 HV4913                          STATION RECOVERY (1959)
 HV4913
 HV4913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4913'STATION RECOVERED BUT PRESENT DESCRIPTION NOT ADEQUATE DUE TO
 HV4913'RECENT CHANGES IN THE AREA.  A NEW DESCRIPTION FOLLOWS.
 HV4913'
 HV4913'STATION LOCATED ATOP THE BLUFF OVERLOOKING THE WEST BANK OF THE
 HV4913'POTOMAC RIVER ABOUT 100 FEET NORTH OF BUILDING 499A, FT. BELVOIR,
 HV4913'A SEWERAGE PUMPING HOUSE ON THE WEST SHORE OF THE RIVER.  THE
 HV4913'OFFICERS CLUB AT FT. BELVOIR IS SOUTHWEST OF THE STATION ATOP AN
 HV4913'EXPOSED CLAY BLUFF 0.4 MILE APPROXIMATELY.  U.S. ARMY SEWAGE
 HV4913'DISPOSAL PLANT 2, BLDG. 499, IS NORTHWEST OF THE STATION
 HV4913'APPROXIMATELY 0.2 MILE.  STATION IS 64 FEET NORTH-NORTHEAST
 HV4913'OF CENTER OF INTERSECTION OF GRAVEL ROAD AND DAM OF FISHING
 HV4913'POND (FISH BREEDING POND OF PREVIOUS DESCRIPTION), 65 FEET
 HV4913'EAST OF THE CENTER OF THE GRAVEL ROAD ACROSS DAM, AND 26 FEET
 HV4913'NORTHEAST OF THE CENTER OF A NEW CONCRETE CISTERN WITH
 HV4913'CAST IRON TOP THAT STANDS ABOUT 3 FEET OUT OF THE GROUND AND 4
 HV4913'FEET NORTHEAST OF EDGE OF BLUFF.  MONUMENT PROJECTS 8
 HV4913'INCHES AND THE DISC IS STAMPED DOG 1928.
 HV4913'
 HV4913'R.M. NO NUMBER AND THE CONCRETE SEWER CISTERN OF THE ORIGINAL
 HV4913'DESCRIPTION WERE DESTROYED DURING CONSTRUCTION OF THE ABOVE
 HV4913'MENTIONED GRAVEL ROAD.  TWO NEW R.M.S SET.
 HV4913'
 HV4913'R.M. NO 3 LOCATED SOUTHWEST OF THE STATION IN THE NORTHWEST
 HV4913'SIDE OF THE NEW CONCRETE SEWER CISTERN, CEMENTED IN A DRILL HOLE
 HV4913'10 INCHES UP THE SIDE OF THE CISTERN.  IT IS 30 FEET NORTH OF
 HV4913'THE INTERSECTION OF THE GRAVEL ROAD AND THE DAM OF FISHING
 HV4913'POND, 34 FT. SOUTHEAST OF THE HONEYSUCKLE CLUMP THAT MARKS THE
 HV4913'INTERSECTION OF A WOODS ROAD AND THE GRAVEL ROAD WHICH SWINGS
 HV4913'AROUND THE NORTH EDGE OF THE POND JUST WEST OF THE R.M. MARK
 HV4913'AND 23 FEET WEST OF THE EDGE OF THE BLUFF.  DISC IS STAMPED
 HV4913'DOG NO 3 1928.
 HV4913'
 HV4913'R.M. NO 4 LOCATED NORTH-NORTHWEST OF THE STATION, 23 FEET NORTH
 HV4913'OF THE HONEYSUCKLE CLUMP AT THE INTERSECTION OF THE WOODS ROAD
 HV4913'AND THE GRAVEL ROAD, 11 FEET NORTHEAST OF THE CENTER OF THE
 HV4913'GRAVEL ROAD AND 3 FEET SOUTHEAST OF AN 8 INCH DIAMETER OAK TREE
 HV4913'WITH A TRIANGULAR BLAZE IN THE SOUTH SIDE.  THE MONUMENT IS FLUSH
 HV4913'WITH THE GROUND AND THE DISC IS STAMPED DOG NO 4 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3022 ***********************************************************************
 FX3022  DESIGNATION -  DOG
 FX3022  PID         -  FX3022
 FX3022  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3022  USGS QUAD   -  LITTLE CREEK (1989)
 FX3022
 FX3022                         *CURRENT SURVEY CONTROL
 FX3022  ___________________________________________________________________
 FX3022* NAD 83(1993)-  36 55 43.49408(N)    076 10 33.53108(W)     ADJUSTED  
 FX3022* NAVD 88     -                                                        
 FX3022  ___________________________________________________________________
 FX3022  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 FX3022  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX3022
 FX3022  HORZ ORDER  -  THIRD
 FX3022
 FX3022.The horizontal coordinates were established by classical geodetic methods
 FX3022.and adjusted by the National Geodetic Survey in September 1995..
 FX3022
 FX3022
 FX3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3022
 FX3022.The geoid height was determined by GEOID03.
 FX3022
 FX3022;                    North         East     Units Scale Factor Converg.
 FX3022;SPC VA S     - 1,068,624.225 3,707,031.507   MT  0.99997454   +1 24 37.8
 FX3022;SPC VA S     - 3,505,977.98 12,162,152.54   sFT  0.99997454   +1 24 37.8
 FX3022;UTM  18      - 4,087,614.066   395,266.232   MT  0.99973513   -0 42 23.8
 FX3022
 FX3022                          SUPERSEDED SURVEY CONTROL
 FX3022
 FX3022  NAD 83(1986)-  36 55 43.49981(N)    076 10 33.56905(W) AD(       ) 4
 FX3022  NAD 27      -  36 55 42.97000(N)    076 10 34.79700(W) AD(       ) 3
 FX3022
 FX3022.Superseded values are not recommended for survey control.
 FX3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3022.See file dsdata.txt to determine how the superseded data were derived.
 FX3022
 FX3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9526687614(NAD 83)
 FX3022_MARKER: 14 = NAVIGATION LIGHT
 FX3022
 FX3022  HISTORY     - Date     Condition        Report By
 FX3022  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3022  HISTORY     - 1943     GOOD             CGS
 FX3022  HISTORY     - 1944     GOOD             CGS
 FX3022  HISTORY     - 1955     GOOD             AMS
 FX3022
 FX3022                          STATION DESCRIPTION
 FX3022
 FX3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3022'CENTER OF THE LANTERN ON A PRIVATELY OPERATED LIGHTED BEACON
 FX3022'ON THE EAST SIDE OF THE DREDGED CHANNEL OF LITTLE CREEK, ON
 FX3022'CHESAPEAKE BAY.  ABOUT 100 METERS SOUTH OF THE INSHORE END
 FX3022'OF THE EAST JETTY AND ABOUT 40 METERS OFFSHORE FROM THE HIGH-WATER
 FX3022'LINE.  AT PRESENT THIS IS THE FIRST LIGHT ON THE PORT SIDE
 FX3022'WHEN ENTERING, AFTER THE LARGE LIGHT ON THE OUTER END OF THE
 FX3022'EAST JETTY.  THE LANTERN IS FIXED ON THE TOP OF A STEEL TOWER
 FX3022'AT ABOUT 18 FEET ABOVE MEAN LOW WATER.  THE TOWER IS SECURED
 FX3022'ON A WOODEN PLATFORM WHICH IS SUPPORTED AT ABOUT 7 FEET ABOVE
 FX3022'MEAN LOW WATER BY THREE VERTICAL PILES ABOUT 8 INCHES IN
 FX3022'DIAMETER.
 FX3022'
 FX3022'CHARACTERISTIC OF LIGHT--WHITE, FLASH EVERY 3 SECONDS.
 FX3022
 FX3022                          STATION RECOVERY (1943)
 FX3022
 FX3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3022'THIS STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 FX3022'THE DESCRIPTION IS COMPLETE, EXCEPT FOR THE SHORE LINE REFERENCES.
 FX3022'THE NAVY IS CONTINUALLY ON MANEUVERS IN THIS AREA AND IT WA
 FX3022'IMPRACTICABLE TO GET SHORE LINE MEASUREMENTS AT THIS TIME.
 FX3022
 FX3022                          STATION RECOVERY (1944)
 FX3022
 FX3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LCJ)
 FX3022'RECOVERED AS DESCRIBED.  LIGHT LIST NAME IS LITTLE CREEK HARBOR
 FX3022'CHANNEL 3.
 FX3022
 FX3022                          STATION RECOVERY (1955)
 FX3022
 FX3022'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX3022'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9025 ***********************************************************************
 HV9025  DESIGNATION -  DOGAN
 HV9025  PID         -  HV9025
 HV9025  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9025  USGS QUAD   -  GAINESVILLE (1994)
 HV9025
 HV9025                         *CURRENT SURVEY CONTROL
 HV9025  ___________________________________________________________________
 HV9025* NAD 83(1993)-  38 48 45.70698(N)    077 32 55.51454(W)     ADJUSTED  
 HV9025* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 HV9025  ___________________________________________________________________
 HV9025  X           -   1,072,960.156 (meters)                     COMP
 HV9025  Y           -  -4,859,374.980 (meters)                     COMP
 HV9025  Z           -   3,976,164.208 (meters)                     COMP
 HV9025  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HV9025  ELLIP HEIGHT-          44.59  (meters)          (06/04/02) GPS OBS
 HV9025  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV9025
 HV9025  HORZ ORDER  -  SECOND
 HV9025  ELLP ORDER  -  FOURTH    CLASS II
 HV9025
 HV9025.The horizontal coordinates were established by GPS observations
 HV9025.and adjusted by the National Geodetic Survey in November 1994..
 HV9025
 HV9025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9025
 HV9025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9025
 HV9025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9025
 HV9025.The ellipsoidal height was determined by GPS observations
 HV9025.and is referenced to NAD 83.
 HV9025
 HV9025.The geoid height was determined by GEOID03.
 HV9025
 HV9025;                    North         East     Units Scale Factor Converg.
 HV9025;SPC VA N     - 2,127,636.781 3,582,614.566   MT  0.99995417   +0 35 37.3
 HV9025;SPC VA N     - 6,980,421.67 11,753,961.29   sFT  0.99995417   +0 35 37.3
 HV9025;UTM  18      - 4,299,077.837   278,702.420   MT  1.00020309   -1 35 53.3
 HV9025
 HV9025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9025!SPC VA N     -   0.99999300  x   0.99995417  =   0.99994717
 HV9025!UTM  18      -   0.99999300  x   1.00020309  =   1.00019609
 HV9025
 HV9025                          SUPERSEDED SURVEY CONTROL
 HV9025
 HV9025  ELLIP H (11/14/94)   44.53   (m)                       GP(       ) 4 2
 HV9025  NAD 83(1993)-  38 48 45.70685(N)    077 32 55.52557(W) AD(       ) 2
 HV9025  ELLIP H (01/27/92)   43.97   (m)                       GP(       ) 4 1
 HV9025  NAD 83(1986)-  38 48 45.70834(N)    077 32 55.52613(W) AD(       ) 2
 HV9025  NGVD 29 (01/20/89)   76.8    (m)          252.     (f) GPS OBS        
 HV9025
 HV9025.Superseded values are not recommended for survey control.
 HV9025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9025.See file dsdata.txt to determine how the superseded data were derived.
 HV9025
 HV9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7870299078(NAD 83)
 HV9025_MARKER: A = ALUMINUM MARKER
 HV9025_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9025_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9025+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9025
 HV9025  HISTORY     - Date     Condition        Report By
 HV9025  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9025
 HV9025                          STATION DESCRIPTION
 HV9025
 HV9025'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9025'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9025'ON THE NORTHEAST CORNER OF THE INTERSECTION OF US ROUTE 29 AND STATE
 HV9025'ROUTE 622 NEAR THE MANASSAS NATIONAL BATTLEFIELD PARK.
 HV9025'
 HV9025'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 29 AND STATE
 HV9025'ROUTE 234 IN PRINCE WILLIAM COUNTY. PROCEED SOUTH ON ROUTE 29 FOR
 HV9025'1.3 MILES TO THE INTERSECTION WITH ROUTE 622, GROVETON STREET. THE
 HV9025'STATION IS ON THE LEFT AT THE NORTHEAST CORNER ON A SMALL HILL.
 HV9025'
 HV9025'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9025'GROUND AND IS STAMPED---16 DOGAN 1986---.  THE STATION IS 56.67
 HV9025'FEET NORTHEAST OF SHINER SET IN THE EDGE OF PAVEMENT OF ROUTE 622,
 HV9025'26.35 FEET SOUTHEAST OF A SHINER SET IN THE EDGE OF PAVEMENT OF
 HV9025'ROUTE 29, 6.5 FEET WEST OF A FENCE, AND 6.29 FEET NORTHWEST OF A
 HV9025'STREETSIGN POST.
 HV9025'
 HV9025'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9025'GROUND AND IS STAMPED---16 DOGAN AZIMUTH 1986---.
 HV9025'
 HV9025'THE AZIMUTH MARK IS SET 0.1 MILE NORTH OF THE STATION OFF THE WEST
 HV9025'SIDE OF SOUTH BOUND ROUTE 29, 47.13 FEET NORTHEAST OF AN 18-INCH
 HV9025'CEDAR TREE, AT THE SOUTHEAST CORNER OF A GRAVEYARD, 43.56 FEET
 HV9025'SOUTHEAST OF AN 18-INCH CEDAR TREE AT THE ENTRANCE TO THE GRAVEYARD,
 HV9025'AND 49.94 FEET EAST OF AN IRON FENCE. THE DISTANCE FROM THE AZIMUTH
 HV9025'MARK TO THE STATION IS 250.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4914 ***********************************************************************
 HV4914  DESIGNATION -  DOGUE CR CONCRETE SEWER POST
 HV4914  PID         -  HV4914
 HV4914  STATE/COUNTY-  VA/FAIRFAX
 HV4914  USGS QUAD   -  MOUNT VERNON (1983)
 HV4914
 HV4914                         *CURRENT SURVEY CONTROL
 HV4914  ___________________________________________________________________
 HV4914* NAD 83(1993)-  38 41 17.81716(N)    077 07 17.43738(W)     ADJUSTED  
 HV4914* NAVD 88     -                                                        
 HV4914  ___________________________________________________________________
 HV4914  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HV4914  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4914
 HV4914  HORZ ORDER  -  THIRD
 HV4914
 HV4914.The horizontal coordinates were established by classical geodetic methods
 HV4914.and adjusted by the National Geodetic Survey in November 1994..
 HV4914
 HV4914
 HV4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4914
 HV4914.The geoid height was determined by GEOID03.
 HV4914
 HV4914;                    North         East     Units Scale Factor Converg.
 HV4914;SPC VA N     - 2,114,298.562 3,619,925.175   MT  0.99994915   +0 51 37.2
 HV4914;SPC VA N     - 6,936,661.20 11,876,371.18   sFT  0.99994915   +0 51 37.2
 HV4914;SPC MD       -   113,410.394   389,428.440   MT  0.99995518   -0 04 34.6
 HV4914;SPC MD       -   372,080.60  1,277,649.81   sFT  0.99995518   -0 04 34.6
 HV4914;UTM  18      - 4,284,321.783   315,482.061   MT  1.00001928   -1 19 35.4
 HV4914
 HV4914                          SUPERSEDED SURVEY CONTROL
 HV4914
 HV4914  NAD 83(1993)-  38 41 17.81514(N)    077 07 17.44052(W) AD(       ) 4
 HV4914  NAD 83(1986)-  38 41 17.81584(N)    077 07 17.45313(W) AD(       ) 4
 HV4914  NAD 27      -  38 41 17.40000(N)    077 07 18.53000(W) AD(       ) 3
 HV4914
 HV4914.Superseded values are not recommended for survey control.
 HV4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4914.See file dsdata.txt to determine how the superseded data were derived.
 HV4914
 HV4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1548284322(NAD 83)
 HV4914
 HV4914  HISTORY     - Date     Condition        Report By
 HV4914  HISTORY     - UNK      MONUMENTED
 HV4914  HISTORY     - 1938     SEE DESCRIPTION  CGS
 HV4914  HISTORY     - 1956     GOOD             AMS
 HV4914  HISTORY     - 1959     GOOD             CGS
 HV4914
 HV4914                          STATION DESCRIPTION
 HV4914
 HV4914'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4914'STATION RECOVERED.  NOT PREVIOUSLY DESCRIBED.  STATION IS A
 HV4914'CONCRETE POST OFFSHORE WHICH IS USED TO MARK A SEWER OUTLET.
 HV4914'IT IS AT THE S ENTRANCE OF DOGUE CREEK, OFFSHORE FROM THE N
 HV4914'END OF THE DAM FOR THE FISH BREEDING POND.  MARK IS ABOUT 25
 HV4914'METERS OUT FROM THE HIGH-WATER LINE.
 HV4914
 HV4914                          STATION RECOVERY (1956)
 HV4914
 HV4914'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV4914'STATION RECOVERED IN GOOD CONDITION.
 HV4914
 HV4914                          STATION RECOVERY (1959)
 HV4914
 HV4914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4914'STATION RECOVERED AS DESCRIBED BY T.M.P.JR., 1938.  DESCRIPTION IS
 HV4914'ADEQUATE.  AN INSPECTION OF THE STATION AND ANGLES TURNED TO IT
 HV4914'INDICATE THAT IT HAS NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3202 ***********************************************************************
 FX3202  DESIGNATION -  DOK 1943
 FX3202  PID         -  FX3202
 FX3202  STATE/COUNTY-  VA/C OF NORFOLK
 FX3202  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3202
 FX3202                         *CURRENT SURVEY CONTROL
 FX3202  ___________________________________________________________________
 FX3202* NAD 83(1993)-  36 56 52.22326(N)    076 20 00.09211(W)     ADJUSTED  
 FX3202* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3202  ___________________________________________________________________
 FX3202  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 FX3202  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FX3202
 FX3202  HORZ ORDER  -  SECOND
 FX3202
 FX3202.The horizontal coordinates were established by classical geodetic methods
 FX3202.and adjusted by the National Geodetic Survey in September 1995..
 FX3202
 FX3202.The orthometric height was scaled from a topographic map.
 FX3202
 FX3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3202
 FX3202.The geoid height was determined by GEOID03.
 FX3202
 FX3202;                    North         East     Units Scale Factor Converg.
 FX3202;SPC VA S     - 1,070,408.857 3,692,965.666   MT  0.99997206   +1 18 54.0
 FX3202;SPC VA S     - 3,511,833.06 12,116,004.86   sFT  0.99997206   +1 18 54.0
 FX3202;UTM  18      - 4,089,916.528   381,278.977   MT  0.99977363   -0 48 05.6
 FX3202
 FX3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3202!SPC VA S     -   1.00000566  x   0.99997206  =   0.99997772
 FX3202!UTM  18      -   1.00000566  x   0.99977363  =   0.99977929
 FX3202
 FX3202:                Primary Azimuth Mark                     Grid Az
 FX3202:SPC VA S     -  WEST NORFOLK TANK                        185 59 18.2
 FX3202:UTM  18      -  WEST NORFOLK TANK                        188 06 17.8
 FX3202
 FX3202|---------------------------------------------------------------------|
 FX3202| PID    Reference Object                     Distance      Geod. Az  |
 FX3202|                                                           dddmmss.s |
 FX3202| FX3472 WEST NORFOLK TANK                   APPROX. 9.8 KM 1871812.2 |
 FX3202|---------------------------------------------------------------------|
 FX3202
 FX3202                          SUPERSEDED SURVEY CONTROL
 FX3202
 FX3202  NAD 83(1986)-  36 56 52.22901(N)    076 20 00.12861(W) AD(       ) 2
 FX3202  NAD 27      -  36 56 51.69000(N)    076 20 01.34000(W) AD(       ) 2
 FX3202
 FX3202.Superseded values are not recommended for survey control.
 FX3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3202.See file dsdata.txt to determine how the superseded data were derived.
 FX3202
 FX3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8127989917(NAD 83)
 FX3202_MARKER: Z = SEE DESCRIPTION
 FX3202_SETTING: 0 = UNSPECIFIED SETTING
 FX3202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3202
 FX3202  HISTORY     - Date     Condition        Report By
 FX3202  HISTORY     - 1943     MONUMENTED       CGS
 FX3202  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX3202  HISTORY     - 1982     MARK NOT FOUND   USCG
 FX3202
 FX3202                          STATION DESCRIPTION
 FX3202
 FX3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3202'STATION IS ON THE NW CORNER OF PIER 3 AT THE U.S. NAVAL
 FX3202'OPERATING BASE.  IT IS MARKED BY A BRASS SCREW SET IN THE
 FX3202'MACADAM SURFACE OF THE DOCK, IT IS 0.7 METER OF THE INSIDE
 FX3202'EDGE OF THE N CURB, 1.16 METERS E OF THE INSIDE EDGE OF THE
 FX3202'W CURB, 3.9 METERS ON AN IRON MOORING POST, AND 4.54 METERS
 FX3202'N OF AN IRON MOORING POST.
 FX3202
 FX3202                          STATION RECOVERY (1954)
 FX3202
 FX3202'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3202'MARK WAS FOUND EMBEDDED IN MACADAM SURFACE AND WAS LAYING
 FX3202'ON ITS SIDE.  IT APPEARS TO HAVE BEEN PULLED OUT AND RAN OVER
 FX3202'BY A VEHICLE RE-EMBEDDING IT ABOUT 3 INCHES FROM ITS CORRECT
 FX3202'LOCATION.
 FX3202
 FX3202                          STATION RECOVERY (1982)
 FX3202
 FX3202'RECOVERY NOTE BY US COAST GUARD 1982 (MAT)
 FX3202'SUSPECT DOCK HAS BEEN TARRED OVER SINCE 1954-DID NOT DIG IN TAR AS
 FX3202'IT WAS NAVY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9407 ***********************************************************************
 AF9407  DESIGNATION -  DOMINION
 AF9407  PID         -  AF9407
 AF9407  STATE/COUNTY-  VA/PATRICK
 AF9407  USGS QUAD   -  NETTLERIDGE (1982)
 AF9407
 AF9407                         *CURRENT SURVEY CONTROL
 AF9407  ___________________________________________________________________
 AF9407* NAD 83(1993)-  36 33 15.08048(N)    080 08 57.08074(W)     ADJUSTED  
 AF9407* NAVD 88     -       333.9    (meters)    1095.     (feet)  VERTCON   
 AF9407  ___________________________________________________________________
 AF9407  X           -     877,632.506 (meters)                     COMP
 AF9407  Y           -  -5,054,222.958 (meters)                     COMP
 AF9407  Z           -   3,777,945.969 (meters)                     COMP
 AF9407  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AF9407  ELLIP HEIGHT-         301.03  (meters)          (03/13/03) GPS OBS
 AF9407  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AF9407
 AF9407  HORZ ORDER  -  FIRST
 AF9407  ELLP ORDER  -  FOURTH    CLASS II
 AF9407
 AF9407.The horizontal coordinates were established by GPS observations
 AF9407.and adjusted by the National Geodetic Survey in March 2003..
 AF9407
 AF9407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9407
 AF9407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9407
 AF9407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9407
 AF9407.The ellipsoidal height was determined by GPS observations
 AF9407.and is referenced to NAD 83.
 AF9407
 AF9407.The geoid height was determined by GEOID03.
 AF9407
 AF9407;                    North         East     Units Scale Factor Converg.
 AF9407;SPC VA S     - 1,025,799.299 3,352,351.169   MT  1.00004535   -1 00 03.4
 AF9407;SPC VA S     - 3,365,476.53 10,998,505.46   sFT  1.00004535   -1 00 03.4
 AF9407;UTM  17      - 4,045,755.686   576,142.289   MT  0.99967143   +0 30 24.3
 AF9407
 AF9407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9407!SPC VA S     -   0.99995276  x   1.00004535  =   0.99999811
 AF9407!UTM  17      -   0.99995276  x   0.99967143  =   0.99962420
 AF9407
 AF9407                          SUPERSEDED SURVEY CONTROL
 AF9407
 AF9407  NAD 83(1986)-  36 33 15.08777(N)    080 08 57.08711(W) AD(       ) 1
 AF9407  NGVD 29 (07/20/98)  334.1    (m)         1096.     (f) GPS OBS        
 AF9407
 AF9407.Superseded values are not recommended for survey control.
 AF9407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9407.See file dsdata.txt to determine how the superseded data were derived.
 AF9407
 AF9407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7614245756(NAD 83)
 AF9407_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9407_STAMPING: DOMINION 1993
 AF9407_MARK LOGO: NCGS  
 AF9407_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9407+STABILITY: SURFACE MOTION
 AF9407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9407+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9407
 AF9407  HISTORY     - Date     Condition        Report By
 AF9407  HISTORY     - 1993     MONUMENTED       NCGS
 AF9407
 AF9407                          STATION DESCRIPTION
 AF9407
 AF9407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9407'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH-NORTHEAST OF DANBURY,
 AF9407'NC AND 9.0 MI (14.5 KM) SOUTHEAST OF STUART, VA. PROCEED ALONG VA 653
 AF9407'FOR 0.85 MI (1.37 KM) NORTHEAST FROM VA 8 (0.2 MI NORTH OF THE NC-VA
 AF9407'STATE LINE), TO PALMETTO CROSSROADS, THENCE EAST FOR 4.4 MI (7.1 KM)
 AF9407'ALONG VA 631 TO THE ENTRANCE ROAD TO DOMINION VALLEY PARK (OR 0.75 MI
 AF9407'(1.21 KM) SOUTHWEST OF MOREFIELD STORE), AND THE STATION IS IN THE
 AF9407'NORTHEAST QUADRANT OF THE T-INTERSECTION. NOTE--IN ADDITION TO NCGS
 AF9407'STATION--CORNS 1993--THE COORDINATED TV TOWERS AND LOOKOUT TOWER ON
 AF9407'SAURATOWN MOUNTAIN WILL SERVE AS AZIMUTHS FOR THIS STATION. MARK IS
 AF9407'ABOUT 1-FOOT HIGHER THAN THE INTERSECTION.  LOCATED 29.4 FT (9.0 M)
 AF9407'NORTH OF THE CENTERLINE OF THE ROAD, 30.5 FT (9.3 M) EAST OF THE
 AF9407'CENTERLINE OF THE ROAD, 10.0 FT (3.0 M) WEST OF A ROCK WELL, 7.8 FT
 AF9407'(2.4 M) SOUTHEAST OF THE NORTH POLE OF A METAL SIGN, SOUTH OF THE EAST
 AF9407'END OF A CULVERT, AND 46.7 FT (14.2 M) WEST FO A TELEPHONE PEDESTAL
 AF9407'BESIDE A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1654 ***********************************************************************
 GW1654  DESIGNATION -  DONA
 GW1654  PID         -  GW1654
 GW1654  STATE/COUNTY-  VA/ALLEGHANY
 GW1654  USGS QUAD   -  LONGDALE FURNACE (1984)
 GW1654
 GW1654                         *CURRENT SURVEY CONTROL
 GW1654  ___________________________________________________________________
 GW1654* NAD 83(1993)-  37 50 58.89481(N)    079 38 25.49199(W)     ADJUSTED  
 GW1654* NAVD 88     -       632.728  (meters)    2075.88   (feet)  ADJUSTED  
 GW1654  ___________________________________________________________________
 GW1654  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 GW1654  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW1654  DYNAMIC HT  -         632.206 (meters)    2074.16  (feet)  COMP
 GW1654  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 GW1654
 GW1654  HORZ ORDER  -  SECOND
 GW1654  VERT ORDER  -  SECOND    CLASS 0
 GW1654
 GW1654.The horizontal coordinates were established by classical geodetic methods
 GW1654.and adjusted by the National Geodetic Survey in November 1994..
 GW1654
 GW1654.The orthometric height was determined by differential leveling
 GW1654.and adjusted by the National Geodetic Survey in June 1991..
 GW1654
 GW1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1654
 GW1654.The geoid height was determined by GEOID03.
 GW1654
 GW1654.The dynamic height is computed by dividing the NAVD 88
 GW1654.geopotential number by the normal gravity value computed on the
 GW1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1654.degrees latitude (g = 980.6199 gals.).
 GW1654
 GW1654.The modeled gravity was interpolated from observed gravity values.
 GW1654
 GW1654;                    North         East     Units Scale Factor Converg.
 GW1654;SPC VA S     - 1,168,888.500 3,399,634.871   MT  0.99998074   -0 41 31.7
 GW1654;SPC VA S     - 3,834,928.35 11,153,635.41   sFT  0.99998074   -0 41 31.7
 GW1654;SPC VA N     - 2,020,939.100 3,399,629.317   MT  1.00003748   -0 42 42.3
 GW1654;SPC VA N     - 6,630,364.36 11,153,617.18   sFT  1.00003748   -0 42 42.3
 GW1654;UTM  17      - 4,190,009.247   619,614.004   MT  0.99977622   +0 50 03.6
 GW1654
 GW1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1654!SPC VA S     -   0.99990575  x   0.99998074  =   0.99988649
 GW1654!SPC VA N     -   0.99990575  x   1.00003748  =   0.99994322
 GW1654!UTM  17      -   0.99990575  x   0.99977622  =   0.99968199
 GW1654
 GW1654:                Primary Azimuth Mark                     Grid Az
 GW1654:SPC VA S     -  NORTH MTN VA GAS CO MICROWAVE            170 21 32.1
 GW1654:SPC VA N     -  NORTH MTN VA GAS CO MICROWAVE            170 22 42.7
 GW1654:UTM  17      -  NORTH MTN VA GAS CO MICROWAVE            168 49 56.8
 GW1654
 GW1654|---------------------------------------------------------------------|
 GW1654| PID    Reference Object                     Distance      Geod. Az  |
 GW1654|                                                           dddmmss.s |
 GW1654| GW2255 NORTH MTN VA GAS CO MICROWAVE       APPROX. 3.3 KM 1694000.4 |
 GW1654|---------------------------------------------------------------------|
 GW1654
 GW1654                          SUPERSEDED SURVEY CONTROL
 GW1654
 GW1654  NAD 83(1986)-  37 50 58.89386(N)    079 38 25.50621(W) AD(       ) 2
 GW1654  NAD 27      -  37 50 58.42530(N)    079 38 26.34340(W) AD(       ) 2
 GW1654  NGVD 29 (??/??/92)  632.880  (m)         2076.37   (f) ADJ UNCH    2 0
 GW1654
 GW1654.Superseded values are not recommended for survey control.
 GW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1654.See file dsdata.txt to determine how the superseded data were derived.
 GW1654
 GW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB1961490009(NAD 83)
 GW1654_MARKER: DE = TRAVERSE STATION DISK
 GW1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1654_STAMPING: DONA 1957
 GW1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1654+STABILITY: SURFACE MOTION
 GW1654
 GW1654  HISTORY     - Date     Condition        Report By
 GW1654  HISTORY     - 1957     MONUMENTED       CGS
 GW1654  HISTORY     - 1958     GOOD             NGS
 GW1654
 GW1654                          STATION DESCRIPTION
 GW1654
 GW1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW1654'STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF LEXINGTON,
 GW1654'10 MILES EAST-NORTHEAST OF CLIFTON FORGE AND 0.25 MILE NORTHWEST
 GW1654'OF U.S. HIGHWAY 60.
 GW1654'
 GW1654'STATION, STAMPED DONA 1957, PROJECTS ABOUT 2 INCHES, IS
 GW1654'12 FEET SOUTHEAST OF A TRIANGULAR BLAZED TREE, 11 FEET WEST
 GW1654'OF THE EAST EDGE OF CLEARED LINE AND 125 FEET NORTH OF A
 GW1654'POWER LINE TOWER.
 GW1654'
 GW1654'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LEXINGTON,
 GW1654'GO NORTHWEST ON U.S. HIGHWAY 60 FOR 16.0 MILES TO THE
 GW1654'ALLEGHANY-ROCKBRIDGE COUNTY LINE.  CONTINUE ON U.S. HIGHWAY
 GW1654'60 FOR 1.95 MILES TO A DIM TRACK ROAD ON THE RIGHT AND A
 GW1654'TRIANGULAR BLAZED TREE.  TURN RIGHT ON DIM TRACK ROAD AND
 GW1654'GO NORTH FOR 0.2 MILE TO A POWER LINE CLEARING.  FOLLOW
 GW1654'THE TRACK ROAD TO THE LEFT AND GO SOUTHWEST FOR 0.15 MILE
 GW1654'TO THE STATION AND THE POWER LINE TOWER.
 GW1654'
 GW1654'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GW1654
 GW1654                          STATION RECOVERY (1958)
 GW1654
 GW1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1654'13.8 MI E FROM CLIFTON FORGE.
 GW1654'ABOUT 13.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CITY HALL
 GW1654'AT CLIFTON FORGE, THENCE 0.3 MILE NORTHWEST ALONG A DIM TRACK
 GW1654'ROAD, THENCE ABOUT 90 YARDS SOUTHWEST ALONG A POWER TRANSMISSION
 GW1654'LINE, NEAR THE SOUTHEAST EDGE OF A CLEARING FOR THE POWER LINE,
 GW1654'58 YARDS NORTH OF THE NORTH LEG OF STEEL TRANSMISSION TOWER NO.
 GW1654'630, 11 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CLEARING, 2
 GW1654'FEET NORTH OF A CONCRETE FILLED GALVANIZED PIPE, SET IN THE TOP
 GW1654'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8391 ***********************************************************************
 HV8391  DESIGNATION -  DONNA
 HV8391  PID         -  HV8391
 HV8391  STATE/COUNTY-  VA/FAIRFAX
 HV8391  USGS QUAD   -  FALLS CHURCH (1994)
 HV8391
 HV8391                         *CURRENT SURVEY CONTROL
 HV8391  ___________________________________________________________________
 HV8391* NAD 83(1993)-  38 52 33.73114(N)    077 11 57.32063(W)     ADJUSTED  
 HV8391* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 HV8391  ___________________________________________________________________
 HV8391  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 HV8391  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8391
 HV8391  HORZ ORDER  -  SECOND
 HV8391
 HV8391.The horizontal coordinates were established by classical geodetic methods
 HV8391.and adjusted by the National Geodetic Survey in November 1994..
 HV8391
 HV8391.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8391
 HV8391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8391
 HV8391.The geoid height was determined by GEOID03.
 HV8391
 HV8391;                    North         East     Units Scale Factor Converg.
 HV8391;SPC VA N     - 2,135,039.599 3,612,866.693   MT  0.99995854   +0 48 42.5
 HV8391;SPC VA N     - 7,004,709.08 11,853,213.48   sFT  0.99995854   +0 48 42.5
 HV8391;UTM  18      - 4,305,319.058   309,220.693   MT  1.00004820   -1 22 50.7
 HV8391
 HV8391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8391!SPC VA N     -   0.99998592  x   0.99995854  =   0.99994446
 HV8391!UTM  18      -   0.99998592  x   1.00004820  =   1.00003412
 HV8391
 HV8391                          SUPERSEDED SURVEY CONTROL
 HV8391
 HV8391  NAD 83(1993)-  38 52 33.73001(N)    077 11 57.32344(W) AD(       ) 2
 HV8391  NAD 83(1986)-  38 52 33.72987(N)    077 11 57.33286(W) AD(       ) 2
 HV8391  NGVD 29 (01/12/90)  122.     (m)          400.     (f) VERT ANG       
 HV8391
 HV8391.Superseded values are not recommended for survey control.
 HV8391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8391.See file dsdata.txt to determine how the superseded data were derived.
 HV8391
 HV8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0922105319(NAD 83)
 HV8391_MARKER: DD = SURVEY DISK
 HV8391_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8391_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8391
 HV8391  HISTORY     - Date     Condition        Report By
 HV8391  HISTORY     - 1969     MONUMENTED       VA-059
 HV8391  HISTORY     - 1974     GOOD             VA-059
 HV8391
 HV8391                          STATION DESCRIPTION
 HV8391
 HV8391'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8391'THE STATION IS 1.5 MILES SOUTHWEST OF FALLS CHURCH POST OFFICE
 HV8391'
 HV8391'FROM JUNCTION OF CAPITOL BELTWAY, ROUTE 495, AND U. S. ROUTE 50,
 HV8391'PROCEED 1.0 MILE EAST ALONG ARLINGTON BOULEVARD, ROUTE 50, THENCE 0.7
 HV8391'MILES NORTH ALONG LAWRENCE DRIVE, THENCE 0.15 MILES EAST NORTHEAST
 HV8391'ALONG LEE HIGHWAY, ROUTE 29 - 211, TO SOUTHEAST CORNER NATIONAL
 HV8391'MEMORIAL PARK CEMETARY 70.6 FEET NORTHWEST OF CENTER LINE T - ROAD
 HV8391'(WEST STREET) NORTH, 21.3 FEET SOUTHWEST OF C AND P POLE 108, IN
 HV8391'CONCRETE MASS.
 HV8391'
 HV8391'STATION IS STANDARD DISK STAMPED---DONNA 1969---.
 HV8391
 HV8391                          STATION RECOVERY (1974)
 HV8391
 HV8391'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8391'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8391'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8392 ***********************************************************************
 HV8392  DESIGNATION -  DONOVAN
 HV8392  PID         -  HV8392
 HV8392  STATE/COUNTY-  VA/FAIRFAX
 HV8392  USGS QUAD   -  FAIRFAX (1994)
 HV8392
 HV8392                         *CURRENT SURVEY CONTROL
 HV8392  ___________________________________________________________________
 HV8392* NAD 83(1993)-  38 46 02.52777(N)    077 18 52.85343(W)     ADJUSTED  
 HV8392* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 HV8392  ___________________________________________________________________
 HV8392  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HV8392  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV8392
 HV8392  HORZ ORDER  -  SECOND
 HV8392
 HV8392.The horizontal coordinates were established by classical geodetic methods
 HV8392.and adjusted by the National Geodetic Survey in November 1994..
 HV8392
 HV8392.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8392
 HV8392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8392
 HV8392.The geoid height was determined by GEOID03.
 HV8392
 HV8392;                    North         East     Units Scale Factor Converg.
 HV8392;SPC VA N     - 2,122,842.119 3,603,007.429   MT  0.99995180   +0 44 23.2
 HV8392;SPC VA N     - 6,964,691.19 11,820,866.87   sFT  0.99995180   +0 44 23.2
 HV8392;UTM  18      - 4,293,506.051   298,901.074   MT  1.00009802   -1 26 59.4
 HV8392
 HV8392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8392!SPC VA N     -   0.99998611  x   0.99995180  =   0.99993791
 HV8392!UTM  18      -   0.99998611  x   1.00009802  =   1.00008413
 HV8392
 HV8392                          SUPERSEDED SURVEY CONTROL
 HV8392
 HV8392  NAD 83(1993)-  38 46 02.52622(N)    077 18 52.85971(W) AD(       ) 2
 HV8392  NAD 83(1986)-  38 46 02.52696(N)    077 18 52.86620(W) AD(       ) 2
 HV8392  NGVD 29 (01/12/90)  121.     (m)          397.     (f) VERT ANG       
 HV8392
 HV8392.Superseded values are not recommended for survey control.
 HV8392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8392.See file dsdata.txt to determine how the superseded data were derived.
 HV8392
 HV8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9890193506(NAD 83)
 HV8392_MARKER: DD = SURVEY DISK
 HV8392_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8392_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8392
 HV8392  HISTORY     - Date     Condition        Report By
 HV8392  HISTORY     - 1969     MONUMENTED       VA-059
 HV8392  HISTORY     - 1974     GOOD             VA-059
 HV8392
 HV8392                          STATION DESCRIPTION
 HV8392
 HV8392'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8392'THE STATION IS 5.4 MILES SOUTH OF THE COURTHOUSE AT FAIRFAX.
 HV8392'
 HV8392'TO REACH THE STATION FROM THE COURTHOUSE PROCEED 6.0 MILES SOUTH SOUTH
 HV8392'WEST ALONG ROUTE 123.  ABOUT 300 FEET NORTHWEST OF INTERSECTION
 HV8392'OX ROAD, ROUTE 123, AND BURKE LAKE ROAD, ROUTE 645, 109.0 FEET SOUTH
 HV8392'WEST OF CENTER OX ROAD OPPOSITE, 2.0 FEET NORTH OF FENCE, 31.0 FEET
 HV8392'SOUTHWEST OF VEPCO POLE KM 67, IN CONCRETE MASS.
 HV8392'
 HV8392'STATION IS STANDARD DISK STAMPED---DONOVAN 1969---.
 HV8392
 HV8392                          STATION RECOVERY (1974)
 HV8392
 HV8392'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8392'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8392'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0362 ***********************************************************************
 FX0362  DESIGNATION -  DOOR
 FX0362  PID         -  FX0362
 FX0362  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0362  USGS QUAD   -  KEMPSVILLE (1986)
 FX0362
 FX0362                         *CURRENT SURVEY CONTROL
 FX0362  ___________________________________________________________________
 FX0362* NAD 83(1993)-  36 49 19.48165(N)    076 12 38.03540(W)     ADJUSTED  
 FX0362* NAVD 88     -         3.851  (meters)      12.63   (feet)  POSTED    
 FX0362  ___________________________________________________________________
 FX0362  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 FX0362  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX0362  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 FX0362  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0362
 FX0362  HORZ ORDER  -  SECOND
 FX0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0362
 FX0362.The horizontal coordinates were established by classical geodetic methods
 FX0362.and adjusted by the National Geodetic Survey in September 1995..
 FX0362
 FX0362.The orthometric height was determined by differential leveling
 FX0362.and adjusted by the National Geodetic Survey in 1992..
 FX0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0362.rate of 0.0 thru 1.0 mm/km.
 FX0362
 FX0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0362
 FX0362.The geoid height was determined by GEOID03.
 FX0362
 FX0362.The dynamic height is computed by dividing the NAVD 88
 FX0362.geopotential number by the normal gravity value computed on the
 FX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0362.degrees latitude (g = 980.6199 gals.).
 FX0362
 FX0362.The modeled gravity was interpolated from observed gravity values.
 FX0362
 FX0362;                    North         East     Units Scale Factor Converg.
 FX0362;SPC VA S     - 1,056,714.886 3,704,238.259   MT  0.99999040   +1 23 22.3
 FX0362;SPC VA S     - 3,466,905.42 12,152,988.35   sFT  0.99999040   +1 23 22.3
 FX0362;UTM  18      - 4,075,818.855   392,035.922   MT  0.99974360   -0 43 32.2
 FX0362
 FX0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0362!SPC VA S     -   1.00000524  x   0.99999040  =   0.99999564
 FX0362!UTM  18      -   1.00000524  x   0.99974360  =   0.99974884
 FX0362
 FX0362:                Primary Azimuth Mark                     Grid Az
 FX0362:SPC VA S     -  DOOR AZ MK                               187 35 51.6
 FX0362:UTM  18      -  DOOR AZ MK                               189 42 46.1
 FX0362
 FX0362|---------------------------------------------------------------------|
 FX0362| PID    Reference Object                     Distance      Geod. Az  |
 FX0362|                                                           dddmmss.s |
 FX0362| FX0361 DOOR AZ MK                                         1885913.9 |
 FX0362| FX3002 SOUTH NORFOLK ST POL HQ MAST        APPROX. 3.8 KM 2201916.3 |
 FX0362| FX0365 DOOR RM 2                            22.937 METERS 24958     |
 FX0362| DC8780 DOOR RM 3                            13.939 METERS 30120     |
 FX0362| FX0364 DOOR RM 1                            26.820 METERS 34505     |
 FX0362| FX2998 NORFOLK RAD STA WTAR MAST           APPROX. 2.0 KM 3562514.6 |
 FX0362|---------------------------------------------------------------------|
 FX0362
 FX0362                          SUPERSEDED SURVEY CONTROL
 FX0362
 FX0362  NAD 83(1986)-  36 49 19.48766(N)    076 12 38.07078(W) AD(       ) 2
 FX0362  NAD 27      -  36 49 18.95010(N)    076 12 39.29060(W) AD(       ) 2
 FX0362  NGVD 29 (??/??/92)    4.100  (m)           13.45   (f) ADJ UNCH    2 0
 FX0362
 FX0362.Superseded values are not recommended for survey control.
 FX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0362.See file dsdata.txt to determine how the superseded data were derived.
 FX0362
 FX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9203675819(NAD 83)
 FX0362_MARKER: DS = TRIANGULATION STATION DISK
 FX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0362_STAMPING: DOOR 1958
 FX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0362+STABILITY: SURFACE MOTION
 FX0362
 FX0362  HISTORY     - Date     Condition        Report By
 FX0362  HISTORY     - 1958     MONUMENTED       CGS
 FX0362  HISTORY     - 1959     GOOD             NGS
 FX0362  HISTORY     - 1963     GOOD             CGS
 FX0362  HISTORY     - 19901230 MARK NOT FOUND   USPSQD
 FX0362
 FX0362                          STATION DESCRIPTION
 FX0362
 FX0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX0362'STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF NORFOLK,
 FX0362'ABOUT 2.5 MILES SOUTH OF THE INTERSECTION OF MILITARY HIGHWAY
 FX0362'AND VIRGINIA BEACH BLVD., ON THE EAST SIDE OF MILITARY HIGHWAY
 FX0362'ON THE PROPERTY OF MR. ARNOLD YATES AND NORTHEAST OF HIS PLACE
 FX0362'OF BUSINESS, THE OVER HEAD DOOR CO. IT IS 87 FEET NORTHEAST OF
 FX0362'THE NORTHEAST CORNER OF THE OVER HEAD DOOR CO. BUILDING AND 63
 FX0362'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHUCK WAGON
 FX0362'RESTAURANT.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 FX0362'DISK IS STAMPED DOOR 1958.
 FX0362'
 FX0362'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 FX0362'FLOOR OF THE REAR DOOR OF THE OVER HEAD DOOR CO. BUILDING AND
 FX0362'THE DISK IS STAMPED DOOR NO 1 1958.
 FX0362'
 FX0362'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF THE SOUTHEAST CORNER
 FX0362'OF THE PORCH OF THE CHUCK WAGON RESTAURANT AND 1 FOOT SOUTHEAST
 FX0362'OF THE SOUTHEAST CORNER OF THE RESTAURANT.  THE MARK IS SET
 FX0362'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DOOR NO 2 1958.
 FX0362'
 FX0362'AZIMUTH MARK IS 37 FEET EAST OF A POWERLINE POLE, 24 FEET NORTH
 FX0362'OF THE CENTERLINE OF EAST PORT ROAD, 20 FEET EAST OF THE
 FX0362'CENTERLINE OF ARVIN ROAD AND 1 FOOT NORTHWEST OF A STREET SIGN.
 FX0362'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX0362'DOOR 1958.
 FX0362'
 FX0362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 13
 FX0362'(MILITARY HIGHWAY) AND INDIAN RIVER ROAD, GO NORTH ON U.S.
 FX0362'HIGHWAY 13 FOR 0.4 MILE TO THE OVER HEAD DOOR CO. ON THE RIGHT
 FX0362'AND STATION.
 FX0362'
 FX0362'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 13
 FX0362'AND INDIAN RIVER ROAD, GO EAST ON INDIAN RIVER ROAD FOR 0.15
 FX0362'MILE TO ARVIN ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR
 FX0362'0.2 MILE TO EAST PORT ROAD AND AZIMUTH MARK AS DESCRIBED.
 FX0362'
 FX0362'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX0362
 FX0362                          STATION RECOVERY (1959)
 FX0362
 FX0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FX0362'2.3 MI S FROM THOMAS CORNER.
 FX0362'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE CLOVER-LEAF
 FX0362'INTERSECTION OF U.S. HIGHWAYS 13 AND 58 AT THOMAS CORNER,
 FX0362'0.35 MILE NORTHEAST OF THE INTERSECTION OF INDIAN RIVER ROAD,
 FX0362'250 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 FX0362'LANE OF THE HIGHWAY, 190 FEET EAST-SOUTHEAST OF POWER LINE
 FX0362'POLE 4264-17, 84 1/2 FEET EAST OF THE EAST CORNER OF CONCRETE
 FX0362'BLOCK BUILDING HOUSING THE OVERHEAD DOOR CO., 62 1/2 FEET
 FX0362'SOUTH-SOUTHEAST OF THE SOUTH BACK PORCH CORNER OF THE CHUCK
 FX0362'WAGON RESTAURANT, 88 FEET EAST OF R M 1, 73.2 FEET SOUTH-SOUTHEAST
 FX0362'OF R M 2, ABOUT LEVEL WITH THE DRIVE TO RESTAURANT, AND SET IN
 FX0362'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FX0362
 FX0362                          STATION RECOVERY (1963)
 FX0362
 FX0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 FX0362'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FX0362'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 FX0362'BY AN ADDITION TO THE OVERHEAD DOOR COMPANY BUILDING SO REFERENCE
 FX0362'MARK NO. 3 WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION IS
 FX0362'ADEQUATE EXCEPT THE BEARING AND THE DIRECTION TO THE REFERENCE
 FX0362'MARKS WAS REVERSED.
 FX0362'
 FX0362'REFERENCE MARK NO. 3 IS 65 FEET NORTHEAST OF THE NORTHEAST
 FX0362'CORNER OF THE OVERHEAD DOOR COMPANY, 37 FEET SOUTHWEST OF THE
 FX0362'SOUTHEAST CORNER OF THE CHUCKWAGON RESTAURANT, 5 FEET SOUTHWEST
 FX0362'OF THE EDGE OF A BLACKTOP DRIVEWAY AND 4 FEET SOUTHWEST OF A
 FX0362'LIGHT POLE.  THE MARK IS A STANDARD DISK SET FLUSH IN THE TOP
 FX0362'OF A CONCRETE MONUMENT, ABOUT 1 FOOT IN DIAMETER, ABOUT 2 INCHES
 FX0362'BELOW THE SURFACE AND THE DISK IS STAMPED DOOR NO 3 1958.
 FX0362
 FX0362                          STATION RECOVERY (1990)
 FX0362
 FX0362'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FX0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0361 ***********************************************************************
 FX0361  DESIGNATION -  DOOR AZ MK
 FX0361  PID         -  FX0361
 FX0361  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0361  USGS QUAD   -  KEMPSVILLE (1986)
 FX0361
 FX0361                         *CURRENT SURVEY CONTROL
 FX0361  ___________________________________________________________________
 FX0361* NAD 83(1986)-  36 49 10.     (N)    076 12 40.     (W)     SCALED    
 FX0361* NAVD 88     -         3.327  (meters)      10.92   (feet)  POSTED    
 FX0361  ___________________________________________________________________
 FX0361  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX0361  DYNAMIC HT  -           3.320 (meters)      10.89  (feet)  COMP
 FX0361  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 FX0361
 FX0361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0361
 FX0361.The horizontal coordinates were scaled from a topographic map and have
 FX0361.an estimated accuracy of +/- 6 seconds.
 FX0361
 FX0361.The orthometric height was determined by differential leveling
 FX0361.and adjusted by the National Geodetic Survey in 1992..
 FX0361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0361.rate of 0.0 thru 1.0 mm/km.
 FX0361
 FX0361.The geoid height was determined by GEOID03.
 FX0361
 FX0361.The dynamic height is computed by dividing the NAVD 88
 FX0361.geopotential number by the normal gravity value computed on the
 FX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0361.degrees latitude (g = 980.6199 gals.).
 FX0361
 FX0361.The modeled gravity was interpolated from observed gravity values.
 FX0361
 FX0361;                    North         East    Units  Estimated Accuracy
 FX0361;SPC VA S     - 1,056,420.    3,704,200.      MT  (+/- 180 meters Scaled)
 FX0361
 FX0361                          SUPERSEDED SURVEY CONTROL
 FX0361
 FX0361  NGVD 29 (??/??/92)    3.576  (m)           11.73   (f) ADJ UNCH    2 0
 FX0361
 FX0361.Superseded values are not recommended for survey control.
 FX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0361.See file dsdata.txt to determine how the superseded data were derived.
 FX0361
 FX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF919755(NAD 83)
 FX0361_MARKER: DZ = AZIMUTH MARK DISK
 FX0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0361_STAMPING: DOOR 1958
 FX0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0361+STABILITY: SURFACE MOTION
 FX0361
 FX0361  HISTORY     - Date     Condition        Report By
 FX0361  HISTORY     - 1958     MONUMENTED       CGS
 FX0361  HISTORY     - 1959     GOOD             NGS
 FX0361  HISTORY     - 19901230 GOOD             USPSQD
 FX0361
 FX0361                          STATION DESCRIPTION
 FX0361
 FX0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0361'2.9 MI S FROM THOMAS CORNER.
 FX0361'ABOUT 2.65 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE CLOVER-LEAF
 FX0361'INTERSECTION OF U.S. HIGHWAYS 13 AND 58 AT THOMAS CORNER, THENCE
 FX0361'ABOUT 0.1 MILE EAST ALONG INDIAN RIVER ROAD, THENCE ABOUT 0.15
 FX0361'MILE NORTH ALONG ARVIN ROAD, AT THE INTERSECTION OF EAST PORT
 FX0361'ROAD, 19 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF ARVIN
 FX0361'ROAD, 22 FEET NORTH NORTHEAST OF THE CENTER LINE OF EAST PORT
 FX0361'ROAD, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TAN
 FX0361'BRICK HOUSE AT 1501 EAST PORT ROAD, 1 FOOT WEST OF A WOODEN
 FX0361'STREET SIGN POST, ABOUT LEVEL WITH THE STREET, AND SET IN TOP
 FX0361'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FX0361
 FX0361                          STATION RECOVERY (1990)
 FX0361
 FX0361'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FX0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0364 ***********************************************************************
 FX0364  DESIGNATION -  DOOR RM 1
 FX0364  PID         -  FX0364
 FX0364  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0364  USGS QUAD   -  KEMPSVILLE (1986)
 FX0364
 FX0364                         *CURRENT SURVEY CONTROL
 FX0364  ___________________________________________________________________
 FX0364* NAD 83(1986)-  36 49 19.     (N)    076 12 38.     (W)     SCALED    
 FX0364* NAVD 88     -         4.222  (meters)      13.85   (feet)  POSTED    
 FX0364  ___________________________________________________________________
 FX0364  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX0364  DYNAMIC HT  -           4.220 (meters)      13.85  (feet)  COMP
 FX0364  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0364
 FX0364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0364
 FX0364.The horizontal coordinates were scaled from a topographic map and have
 FX0364.an estimated accuracy of +/- 6 seconds.
 FX0364
 FX0364.The orthometric height was determined by differential leveling
 FX0364.and adjusted by the National Geodetic Survey in 1992..
 FX0364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0364.rate of 1.1 thru 2.0 mm/km.
 FX0364
 FX0364.The geoid height was determined by GEOID03.
 FX0364
 FX0364.The dynamic height is computed by dividing the NAVD 88
 FX0364.geopotential number by the normal gravity value computed on the
 FX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0364.degrees latitude (g = 980.6199 gals.).
 FX0364
 FX0364.The modeled gravity was interpolated from observed gravity values.
 FX0364
 FX0364;                    North         East    Units  Estimated Accuracy
 FX0364;SPC VA S     - 1,056,700.    3,704,240.      MT  (+/- 180 meters Scaled)
 FX0364
 FX0364                          SUPERSEDED SURVEY CONTROL
 FX0364
 FX0364  NGVD 29 (??/??/92)    4.471  (m)           14.67   (f) ADJ UNCH    2 0
 FX0364
 FX0364.Superseded values are not recommended for survey control.
 FX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0364.See file dsdata.txt to determine how the superseded data were derived.
 FX0364
 FX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF920758(NAD 83)
 FX0364_MARKER: DR = REFERENCE MARK DISK
 FX0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0364_SP_SET: DOOR SILL
 FX0364_STAMPING: DOOR NO 1 1958
 FX0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0364
 FX0364  HISTORY     - Date     Condition        Report By
 FX0364  HISTORY     - 1958     MONUMENTED       CGS
 FX0364  HISTORY     - 1959     GOOD             NGS
 FX0364
 FX0364                          STATION DESCRIPTION
 FX0364
 FX0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0364'2.3 MI S FROM THOMAS CORNER.
 FX0364'88 FEET WEST OF DOOR DESCRIBED, 120 FEET SOUTH-SOUTHWEST OF R M
 FX0364'2, AT THE OVERHEAD DOOR COMPANY CONCRETE BLOCK BUILDING, IN
 FX0364'TOP AND 1.7 FEET SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST END OF
 FX0364'THE DOORSTILL OF THE LARGE BACK DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0365 ***********************************************************************
 FX0365  DESIGNATION -  DOOR RM 2
 FX0365  PID         -  FX0365
 FX0365  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0365  USGS QUAD   -  KEMPSVILLE (1986)
 FX0365
 FX0365                         *CURRENT SURVEY CONTROL
 FX0365  ___________________________________________________________________
 FX0365* NAD 83(1986)-  36 49 19.     (N)    076 12 38.     (W)     SCALED    
 FX0365* NAVD 88     -         4.078  (meters)      13.38   (feet)  POSTED    
 FX0365  ___________________________________________________________________
 FX0365  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX0365  DYNAMIC HT  -           4.070 (meters)      13.35  (feet)  COMP
 FX0365  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0365
 FX0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0365
 FX0365.The horizontal coordinates were scaled from a topographic map and have
 FX0365.an estimated accuracy of +/- 6 seconds.
 FX0365
 FX0365.The orthometric height was determined by differential leveling
 FX0365.and adjusted by the National Geodetic Survey in 1992..
 FX0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0365.rate of 0.0 thru 1.0 mm/km.
 FX0365
 FX0365.The geoid height was determined by GEOID03.
 FX0365
 FX0365.The dynamic height is computed by dividing the NAVD 88
 FX0365.geopotential number by the normal gravity value computed on the
 FX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0365.degrees latitude (g = 980.6199 gals.).
 FX0365
 FX0365.The modeled gravity was interpolated from observed gravity values.
 FX0365
 FX0365;                    North         East    Units  Estimated Accuracy
 FX0365;SPC VA S     - 1,056,700.    3,704,240.      MT  (+/- 180 meters Scaled)
 FX0365
 FX0365                          SUPERSEDED SURVEY CONTROL
 FX0365
 FX0365  NGVD 29 (??/??/92)    4.327  (m)           14.20   (f) ADJ UNCH    2 0
 FX0365
 FX0365.Superseded values are not recommended for survey control.
 FX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0365.See file dsdata.txt to determine how the superseded data were derived.
 FX0365
 FX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF920758(NAD 83)
 FX0365_MARKER: DR = REFERENCE MARK DISK
 FX0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0365_STAMPING: DOOR NO 2 1958
 FX0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0365+STABILITY: SURFACE MOTION
 FX0365
 FX0365  HISTORY     - Date     Condition        Report By
 FX0365  HISTORY     - 1958     MONUMENTED       CGS
 FX0365  HISTORY     - 1959     GOOD             NGS
 FX0365  HISTORY     - 19910106 MARK NOT FOUND   USPSQD
 FX0365
 FX0365                          STATION DESCRIPTION
 FX0365
 FX0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0365'2.3 MI S FROM THOMAS CORNER.
 FX0365'72.2 FEET NORTH-NORTHWEST OF DOOR DESCRIBED, 120 FEET
 FX0365'NORTH-NORTHEAST OF R M 1, 14.2 FEET NORTH-NORTHEAST OF THE
 FX0365'SOUTH CORNER OF BACK PORCH OF CHUCK WAGON RESTAURANT, 1 FOOT
 FX0365'SOUTH OF THE EAST CORNER OF THE RESTAURANT, AND SET IN TOP OF
 FX0365'A CONCRETE POST FLUSH WITH THE GROUND.
 FX0365
 FX0365                          STATION RECOVERY (1991)
 FX0365
 FX0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FX0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0363 ***********************************************************************
 FX0363  DESIGNATION -  DOOR RM 3
 FX0363  PID         -  FX0363
 FX0363  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0363  USGS QUAD   -  KEMPSVILLE (1986)
 FX0363
 FX0363                         *CURRENT SURVEY CONTROL
 FX0363  ___________________________________________________________________
 FX0363* NAD 83(1986)-  36 49 19.     (N)    076 12 38.     (W)     SCALED    
 FX0363* NAVD 88     -         3.89   (+/-2cm)      12.8    (feet)  VERTCON   
 FX0363  ___________________________________________________________________
 FX0363  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX0363
 FX0363  VERT ORDER  -  THIRD (See Below)
 FX0363
 FX0363.The horizontal coordinates were scaled from a topographic map and have
 FX0363.an estimated accuracy of +/- 6 seconds.
 FX0363
 FX0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX0363.The vertical order pertains to the NGVD 29 superseded value.
 FX0363
 FX0363.The geoid height was determined by GEOID03.
 FX0363
 FX0363;                    North         East    Units  Estimated Accuracy
 FX0363;SPC VA S     - 1,056,700.    3,704,240.      MT  (+/- 180 meters Scaled)
 FX0363
 FX0363                          SUPERSEDED SURVEY CONTROL
 FX0363
 FX0363  NGVD 29 (??/??/??)    4.15   (m)           13.6    (f) RESET       3  
 FX0363
 FX0363.Superseded values are not recommended for survey control.
 FX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0363.See file dsdata.txt to determine how the superseded data were derived.
 FX0363
 FX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF920758(NAD 83)
 FX0363_MARKER: DB = BENCH MARK DISK
 FX0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0363_SP_SET: MONUMENT
 FX0363_STAMPING: DOOR NO 3 1958
 FX0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0363
 FX0363  HISTORY     - Date     Condition        Report By
 FX0363  HISTORY     - 1958     MONUMENTED       CGS
 FX0363  HISTORY     - 1963     GOOD             NGS
 FX0363  HISTORY     - 19901230 MARK NOT FOUND   USPSQD
 FX0363
 FX0363                          STATION DESCRIPTION
 FX0363
 FX0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0363'2.3 MI S FROM THOMAS CORNER.
 FX0363'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE INTERSECTION
 FX0363'OF U.S. HIGHWAYS 13 AND 58 AT THOMAS CORNER, 0.35 MILE NORTHEAST
 FX0363'OF THE INTERSECTION OF INDIAN RIVER ROAD, 65 FEET NORTHEAST
 FX0363'OF THE NORTHEAST CORNER OF THE OVERHEAD DOOR COMPANY, 37 FEET
 FX0363'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHUCKWAGON RESTAURANT,
 FX0363'5 FEET SOUTHWEST OF THE EDGE OF A BLACKTOP DRIVEWAY, 4 FEET
 FX0363'SOUTHWEST OF A LIGHT POLE, AND SET FLUSH IN THE TOP OF A CONCRETE
 FX0363'MONUMENT, ABOUT 2 INCHES BELOW THE SURFACE.
 FX0363
 FX0363                          STATION RECOVERY (1990)
 FX0363
 FX0363'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FX0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4089 ***********************************************************************
 FX4089  DESIGNATION -  DORY
 FX4089  PID         -  FX4089
 FX4089  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4089  USGS QUAD   -  VICKSVILLE (1986)
 FX4089
 FX4089                         *CURRENT SURVEY CONTROL
 FX4089  ___________________________________________________________________
 FX4089* NAD 83(1993)-  36 51 06.36446(N)    077 03 05.83852(W)     ADJUSTED  
 FX4089* NAVD 88     -        34.75   (+/-2cm)     114.0    (feet)  VERTCON   
 FX4089  ___________________________________________________________________
 FX4089  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FX4089  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 FX4089
 FX4089  HORZ ORDER  -  SECOND
 FX4089  VERT ORDER  -  THIRD ? (See Below)
 FX4089
 FX4089.The horizontal coordinates were established by classical geodetic methods
 FX4089.and adjusted by the National Geodetic Survey in September 1995..
 FX4089
 FX4089.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4089.The vertical order pertains to the NGVD 29 superseded value.
 FX4089
 FX4089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4089
 FX4089.The geoid height was determined by GEOID03.
 FX4089
 FX4089;                    North         East     Units Scale Factor Converg.
 FX4089;SPC VA S     - 1,058,523.847 3,629,165.474   MT  0.99998564   +0 52 44.6
 FX4089;SPC VA S     - 3,472,840.32 11,906,687.06   sFT  0.99998564   +0 52 44.6
 FX4089;UTM  18      - 4,080,393.230   317,089.945   MT  1.00001218   -1 13 50.9
 FX4089
 FX4089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4089!SPC VA S     -   1.00000001  x   0.99998564  =   0.99998565
 FX4089!UTM  18      -   1.00000001  x   1.00001218  =   1.00001219
 FX4089
 FX4089|---------------------------------------------------------------------|
 FX4089| PID    Reference Object                     Distance      Geod. Az  |
 FX4089|                                                           dddmmss.s |
 FX4089| FX4092 DORY 2                               13.717 METERS 08754     |
 FX4089| DC8782 DORY RM 1                            34.442 METERS 10301     |
 FX4089| FX4088 COURTLAND SOUTHAMPTON LOT           APPROX. 5.1 KM 1533645.5 |
 FX4089| DC8781 DORY AZ MK                                         2071917.8 |
 FX4089| FX4090 PTS 9 USGS 1942                      52.706 METERS 21057     |
 FX4089|---------------------------------------------------------------------|
 FX4089
 FX4089                          SUPERSEDED SURVEY CONTROL
 FX4089
 FX4089  NAD 83(1986)-  36 51 06.37036(N)    077 03 05.85790(W) AD(       ) 2
 FX4089  NAD 27      -  36 51 05.83100(N)    077 03 06.99400(W) AD(       ) 2
 FX4089  NGVD 29 (07/19/86)   35.15   (m)          115.3    (f) LEVELING    3  
 FX4089
 FX4089.Superseded values are not recommended for survey control.
 FX4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4089.See file dsdata.txt to determine how the superseded data were derived.
 FX4089
 FX4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1709080393(NAD 83)
 FX4089_MARKER: DS = TRIANGULATION STATION DISK
 FX4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4089
 FX4089  HISTORY     - Date     Condition        Report By
 FX4089  HISTORY     - 1942     MONUMENTED       CGS
 FX4089  HISTORY     - 1944     GOOD             CGS
 FX4089  HISTORY     - 1944     GOOD             CGS
 FX4089  HISTORY     - 1960     GOOD             CGS
 FX4089  HISTORY     - 1966     GOOD             CGS
 FX4089
 FX4089                          STATION DESCRIPTION
 FX4089
 FX4089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4089'STATION IS LOCATED ABOUT 9 MILES S BY W OF WAKEFIELD, 0.75
 FX4089'MILE S OF DORY STORE AND POST OFFICE, ON THE PROPERTY OF
 FX4089'S.D. WILLIAMS.  MARK IS ON THE N SIDE OF A FENCED LANE LEADING
 FX4089'FROM STATE HIGHWAY 31 TO THE WILLIAMS HOME WHICH STANDS
 FX4089'ABOUT 0.2 MILE E OF THE HIGHWAY.  IT IS 55 FEET E OF THE
 FX4089'CENTER LINE OF STATE HIGHWAY 31, 23.5 FEET E OF THE E
 FX4089'RIGHT-OF-WAY FENCE, 12 FEET S OF THE N FENCE OF THE LANE LEADING
 FX4089'TO THE WILLIAMS HOME, AND ABOUT 15 FEET SSW OF THE W ONE
 FX4089'OF TWO LARGE APPLE TREES WHICH STAND ON THE N SIDE OF
 FX4089'THE LANE.  IT IS STAMPED DORY 1942 AND IS ABOUT FLUSH WITH
 FX4089'THE GROUND.
 FX4089'
 FX4089'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK
 FX4089'ARE BRONZE DISKS SET IN CONCRETE.
 FX4089'
 FX4089'REFERENCE MARK 1 IS ON THE S SIDE OF THE LANE, 1 FOOT N
 FX4089'OF THE S FENCE, AND ABOUT 135 FEET E OF THE LANE GATE.
 FX4089'
 FX4089'REFERENCE MARK 2 IS U.S. GEOLOGICAL SURVEY PRIMARY TRAVERSE
 FX4089'STATION NO. 9, ELEVATION 115 FEET, RIVETED TO A 4-INCH IRON
 FX4089'PIPE PROJECTING ABOUT 5 INCHES AND IS STAMPED 1917-1918.
 FX4089'
 FX4089'AZIMUTH MARK IS S OF THE STATION, 18 FEET W OF THE CENTER
 FX4089'LINE OF STATE HIGHWAY 31, 1.0 FOOT E OF THE W RIGHT-OF-WAY
 FX4089'FENCE, AT A POINT OPPOSITE AN OLD TWO-STORY HOUSE WHICH STANDS
 FX4089'ABOUT 300 FEET E OF THE HIGHWAY.  THIS IS THE FIRST HOUSE
 FX4089'S OF THE STATION.
 FX4089'
 FX4089'STATION IS REACHED FROM THE RAILROAD DEPOT IN WAKEFIELD,
 FX4089'BY GOING S ON STATE HIGHWAY 31 FOR 8.5 MILES TO DORY STORE
 FX4089'AND POST OFFICE, THENCE CONTINUE S ON HIGHWAY 31 FOR 0.75
 FX4089'MILE TO THE WILLIAMS HOME AND STATION ON THE E SIDE OF THE
 FX4089'ROAD.
 FX4089'
 FX4089'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 FX4089
 FX4089                          STATION RECOVERY (1944)
 FX4089
 FX4089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4089'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 FX4089'CONDITION.  THE DESCRIPTION IS ACCURATE AND ADEQUATE.  THE
 FX4089'DISTANCE WAS MEASURED TO THE CENTER OF THE ROAD INTERSECTION-17.1
 FX4089'METERS (WSW).
 FX4089
 FX4089                          STATION RECOVERY (1944)
 FX4089
 FX4089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX4089'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCY--WEST
 FX4089'APPLE TREE DESTROYED.
 FX4089'
 FX4089'STATION IS 62 FEET SSW OF A LONE APPLE TREE, IN GOOD CONDITION.
 FX4089
 FX4089                          STATION RECOVERY (1960)
 FX4089
 FX4089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4089'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FX4089'HIGHWAY 31 IS NOW 628, FENCELINES HAVE CHANGED AND THE APPLE
 FX4089'TREE HAS BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION
 FX4089'IS LOCATED ON THE EAST SIDE OF SECONDARY STATE HIGHWAY 628 ABOUT
 FX4089'9 MILES SOUTH OF WAKEFIELD ON PROPERTY OWNED BY S.D. WILLIAMS.
 FX4089'IT IS 65 FEET EAST OF THE CENTER OF THE ROAD, 26.5 FEET
 FX4089'EAST OF A FENCE CORNER, 26 FEET NORTHEAST OF THE CENTER OF
 FX4089'A CATTLE GUARD, 13 FEET NORTH OF THE CENTER OF THE LANE AND
 FX4089'12.5 FEET SOUTH OF THE NORTH LANE FENCELINE.  THE MARK IS
 FX4089'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DORY 1942.
 FX4089'
 FX4089'REFERENCE MARK NO. 1 IS 112.96 FEET EAST OF THE STATION.
 FX4089'IT IS 1 FOOT NORTH OF THE SOUTH LANE FENCE, 135 FEET EAST
 FX4089'OF THE CATTLE GUARD.  THE MARK PROJECTS ABOUT 2 INCHES AND
 FX4089'THE DISK IS STAMPED DORY NO 1 1942.
 FX4089'
 FX4089'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 FX4089'PRIMARY TRAVERSE STATION NO. 9.  IT IS 139 FEET SOUTH OF
 FX4089'THE CENTER OF THE LANE, 19.5 FEET EAST OF THE CENTER OF
 FX4089'HIGHWAY 628 AND 3 FEET WEST OF A FENCELINE.
 FX4089'
 FX4089'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 18
 FX4089'FEET WEST OF THE CENTER OF HIGHWAY 628, 1 FOOT EAST OF A
 FX4089'FENCELINE AND 1.0 FOOT NORTH OF A CGS WITNESS SIGN.  THE
 FX4089'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DORY
 FX4089'1942.
 FX4089'
 FX4089'TO REACH FROM THE DEPOT IN WAKEFIELD GO SOUTH ON HIGHWAY 628
 FX4089'FOR 8.5 MILES TO THE JUNCTION OF HIGHWAY 626 IN THE SETTLEMENT
 FX4089'OF DORY.  CONTINUE SOUTH ON HIGHWAY 628 FOR 0.75 MILES TO A
 FX4089'LANE LEFT LEADING TO MR. WILLIAMS HOUSE AND STATION AS DESCRIBED.
 FX4089
 FX4089                          STATION RECOVERY (1966)
 FX4089
 FX4089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX4089'OBSERVATIONS WERE MADE FROM TRIPOD.
 FX4089'
 FX4089'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 FX4089'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY ROAD
 FX4089'CONSTRUCTION.  THE STATION MARK IS NEAR A POWERLINE AND COULD NOT
 FX4089'BE OCCUPIED.
 FX4089'
 FX4089'TRIANGULATION STATION DORY 2 1966, WAS ESTABLISHED, NOTE DISTANCE AND
 FX4089'DIRECTION BELOW.
 FX4089'
 FX4089'TO REACH STATION DORY 2 FROM THE POST OFFICE IN COURTLAND, GO NORTH
 FX4089'ON STATE HIGHWAY 35 FOR 3.4 MILES TO THE JUNCTION OF COUNTY ROUTE
 FX4089'628 ON THE RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROUTE 628
 FX4089'FOR 1.9 MILES TO A Y-FORK.  KEEP LEFT FORK COUNTY ROUTE 628 AND
 FX4089'GO 3.4 MILES TO A SIDE ROAD RIGHT.  KEEP LEFT FORK AND GO 0.1
 FX4089'MILE TO A Y-FORK.  KEEP RIGHT FORK COUNTY ROUTE 628 AND GO 1.5
 FX4089'MILES TO DORY AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.3 MILE
 FX4089'TO A CATTLE GUARD ON THE RIGHT AND STATION DORY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4092 ***********************************************************************
 FX4092  DESIGNATION -  DORY 2
 FX4092  PID         -  FX4092
 FX4092  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4092  USGS QUAD   -  VICKSVILLE (1986)
 FX4092
 FX4092                         *CURRENT SURVEY CONTROL
 FX4092  ___________________________________________________________________
 FX4092* NAD 83(1993)-  36 51 06.38077(N)    077 03 05.28520(W)     ADJUSTED  
 FX4092* NAVD 88     -        34.63   (+/-2cm)     113.6    (feet)  VERTCON   
 FX4092  ___________________________________________________________________
 FX4092  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FX4092  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 FX4092
 FX4092  HORZ ORDER  -  FIRST
 FX4092  VERT ORDER  -  THIRD ? (See Below)
 FX4092
 FX4092.The horizontal coordinates were established by classical geodetic methods
 FX4092.and adjusted by the National Geodetic Survey in September 1995..
 FX4092
 FX4092.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4092.The vertical order pertains to the NGVD 29 superseded value.
 FX4092
 FX4092.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4092
 FX4092.The geoid height was determined by GEOID03.
 FX4092
 FX4092;                    North         East     Units Scale Factor Converg.
 FX4092;SPC VA S     - 1,058,524.560 3,629,179.172   MT  0.99998564   +0 52 44.9
 FX4092;SPC VA S     - 3,472,842.66 11,906,732.00   sFT  0.99998564   +0 52 44.9
 FX4092;UTM  18      - 4,080,393.438   317,103.661   MT  1.00001211   -1 13 50.5
 FX4092
 FX4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4092!SPC VA S     -   1.00000003  x   0.99998564  =   0.99998567
 FX4092!UTM  18      -   1.00000003  x   1.00001211  =   1.00001214
 FX4092
 FX4092|---------------------------------------------------------------------|
 FX4092| PID    Reference Object                     Distance      Geod. Az  |
 FX4092|                                                           dddmmss.s |
 FX4092| DC8782 DORY RM 1                            21.485 METERS 11236     |
 FX4092| DC8781 DORY AZ MK                                         2084655.8 |
 FX4092| DC8783 DORY 2 RM 3                          30.315 METERS 24014     |
 FX4092| FX4089 DORY                                 13.717 METERS 26754     |
 FX4092|---------------------------------------------------------------------|
 FX4092
 FX4092                          SUPERSEDED SURVEY CONTROL
 FX4092
 FX4092  NAD 83(1986)-  36 51 06.38665(N)    077 03 05.30500(W) AD(       ) 1
 FX4092  NAD 27      -  36 51 05.84722(N)    077 03 06.44076(W) AD(       ) 1
 FX4092  NGVD 29 (07/19/86)   35.03   (m)          114.9    (f) LEVELING    3  
 FX4092
 FX4092.Superseded values are not recommended for survey control.
 FX4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4092.See file dsdata.txt to determine how the superseded data were derived.
 FX4092
 FX4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1710480393(NAD 83)
 FX4092_MARKER: DS = TRIANGULATION STATION DISK
 FX4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4092
 FX4092  HISTORY     - Date     Condition        Report By
 FX4092  HISTORY     - 1966     MONUMENTED       CGS
 FX4092  HISTORY     - 1975     GOOD             NGS
 FX4092
 FX4092                          STATION DESCRIPTION
 FX4092
 FX4092'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX4092'THE STATION IS LOCATED 8-1/2 MILES NORTH-NORTHEAST OF COURTLAND,
 FX4092'8-1/2 MILES SOUTH-SOUTHWEST OF WAKEFIELD AND ON PROPERTY OWNED BY
 FX4092'MR. S.D. WILLIAMS, WHO LIVES 0.2 MILE EAST OF THE STATION.
 FX4092'
 FX4092'TO REACH THE STATION FROM THE POST OFFICE IN COURTLAND, GO NORTH
 FX4092'ON STATE HIGHWAY 35 FOR 3.4 MILES TO THE JUNCTION OF COUNTY ROUTE
 FX4092'628 ON THE RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROUTE 628
 FX4092'FOR 1.9 MILES TO A Y-FORK.  KEEP LEFT FORK COUNTY ROUTE 628 AND
 FX4092'GO 3.4 MILES TO A SIDE ROAD RIGHT.  KEEP LEFT FORK AND GO 0.1
 FX4092'MILE TO A Y-FORK.  KEEP RIGHT FORK COUNTY ROUTE 628 AND GO 1.5
 FX4092'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.3 MILE
 FX4092'TO A CATTLE GUARD ON THE RIGHT AND THE STATION.
 FX4092'
 FX4092'THE STATION MARK IS A STANDARD DISK, STAMPED DORY 2 1966, SET IN
 FX4092'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 FX4092'THE GROUND.  IT IS 91 FEET EAST OF THE CENTER OF COUNTY ROUTE 628,
 FX4092'64.4 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 FX4092'GUARD, 13.5 FEET NORTH OF THE CENTER OF THE FARM LANE AND 13.4
 FX4092'FEET SOUTH OF A FENCE.
 FX4092'
 FX4092'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORY NO 1 1942, SET
 FX4092'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FX4092'4-INCHES.  IT IS 26 FEET EAST OF THE EAST GATE POST, 19 FEET
 FX4092'SOUTH OF THE CENTER OF THE LANE AND 1.0 FOOT NORTH OF A FENCE.
 FX4092'
 FX4092'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DORY 2 NO 3 1966,
 FX4092'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FX4092'WITH THE GROUND SURFACE.  IT IS 31.3 FEET SOUTHWEST OF A POWER
 FX4092'LINE POLE, 31 FEET EAST OF THE CENTER OF COUNTY ROUTE 628, 11.2
 FX4092'FEET SOUTHEAST OF A FENCE CORNER POST AND 6.6 FEET EAST OF A
 FX4092'FENCE.
 FX4092'
 FX4092'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DORY 1942, SET IN
 FX4092'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 FX4092'THE GROUND SURFACE.  IT IS 15 FEET WEST OF THE CENTER OF COUNTY
 FX4092'ROUTE 628, 1.0 FOOT SOUTH OF THE SOUTH GATE POST, 1.0 FOOT
 FX4092'NORTH-NORTHEAST OF A METAL WITNESS POST AND 0.5 FOOT EAST OF A
 FX4092'FENCE.
 FX4092'
 FX4092'DORY 1942 IS A STANDARD STATION MARK DISK, STAMPED DORY 1942,
 FX4092'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 FX4092'WITH THE GROUND SURFACE.  IT IS 61 FEET EAST OF THE CENTER OF
 FX4092'COUNTY ROUTE 628, 20.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 FX4092'OF A CATTLE GUARD, 13 FEET NORTH OF THE CENTER OF THE FARM LANE
 FX4092'AND 12.5 FEET SOUTH OF A FENCE.
 FX4092'
 FX4092'A TRAVERSE CONNECTION WAS MADE TO DORY 1942, NOTE DISTANCE AND
 FX4092'DIRECTION ABOVE.
 FX4092
 FX4092                          STATION RECOVERY (1975)
 FX4092
 FX4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 FX4092'THE STATION MARK, DORY 1942, REFERENCE MARK NO 1 1942, AND THE
 FX4092'AZIMUTH MARK 1942 WERE FOUND IN GOODCONDITION.  REFERENCE MARK NO 3
 FX4092'1966 WAS SEARCHED FOR BUT NOT FOUND.  THE TO REACH IS ADEQUATE.
 FX4092'
 FX4092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 FX4092'NORTH-NORTHEAST OF COURTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2501 ***********************************************************************
 FY2501  DESIGNATION -  DOSS
 FY2501  PID         -  FY2501
 FY2501  STATE/COUNTY-  VA/HENRY
 FY2501  USGS QUAD   -  BASSETT (1978)
 FY2501
 FY2501                         *CURRENT SURVEY CONTROL
 FY2501  ___________________________________________________________________
 FY2501* NAD 83(1993)-  36 45 35.88572(N)    079 56 56.87946(W)     ADJUSTED  
 FY2501* NAVD 88     -       290.0    (meters)     951.     (feet)  VERTCON   
 FY2501  ___________________________________________________________________
 FY2501  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FY2501  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 FY2501
 FY2501  HORZ ORDER  -  SECOND
 FY2501
 FY2501.The horizontal coordinates were established by classical geodetic methods
 FY2501.and adjusted by the National Geodetic Survey in September 1995..
 FY2501
 FY2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2501
 FY2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2501
 FY2501.The geoid height was determined by GEOID03.
 FY2501
 FY2501;                    North         East     Units Scale Factor Converg.
 FY2501;SPC VA S     - 1,048,338.774 3,370,610.828   MT  1.00000122   -0 52 46.3
 FY2501;SPC VA S     - 3,439,424.79 11,058,412.36   sFT  1.00000122   -0 52 46.3
 FY2501;UTM  17      - 4,068,760.219   593,796.592   MT  0.99970839   +0 37 44.2
 FY2501
 FY2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2501!SPC VA S     -   0.99995958  x   1.00000122  =   0.99996080
 FY2501!UTM  17      -   0.99995958  x   0.99970839  =   0.99966798
 FY2501
 FY2501:                Primary Azimuth Mark                     Grid Az
 FY2501:SPC VA S     -  DOSS AZ MK RESET                         138 08 22.9
 FY2501:UTM  17      -  DOSS AZ MK RESET                         136 37 52.4
 FY2501
 FY2501|---------------------------------------------------------------------|
 FY2501| PID    Reference Object                     Distance      Geod. Az  |
 FY2501|                                                           dddmmss.s |
 FY2501| FY1481 DOSS AZ MK RESET                                   1371536.6 |
 FY2501| FY1480 DOSS AZ MK                                         1371537.3 |
 FY2501| FY2497 HORSE PASTURE ATT TOWER             APPROX.14.8 KM 1773223.5 |
 FY2501| DC5084 DOSS RM 1                             6.877 METERS 30735     |
 FY2501|---------------------------------------------------------------------|
 FY2501
 FY2501                          SUPERSEDED SURVEY CONTROL
 FY2501
 FY2501  NAD 83(1986)-  36 45 35.89116(N)    079 56 56.87918(W) AD(       ) 2
 FY2501  NAD 27      -  36 45 35.39738(N)    079 56 57.73291(W) AD(       ) 2
 FY2501  NGVD 29 (07/19/86)  290.2    (m)          952.     (f) VERT ANG       
 FY2501
 FY2501.Superseded values are not recommended for survey control.
 FY2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2501.See file dsdata.txt to determine how the superseded data were derived.
 FY2501
 FY2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9379768760(NAD 83)
 FY2501_MARKER: DE = TRAVERSE STATION DISK
 FY2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2501
 FY2501  HISTORY     - Date     Condition        Report By
 FY2501  HISTORY     - 1964     MONUMENTED       CGS
 FY2501  HISTORY     - 1966     GOOD             CGS
 FY2501
 FY2501                          STATION DESCRIPTION
 FY2501
 FY2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2501'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MARTINSVILLE
 FY2501'AND 2-1/2 MILES EAST OF BASSETT.  THE PROPERTY IS OWNED BY
 FY2501'MRS. ELAINE DOSS.
 FY2501'
 FY2501'TO REACH THE STATION FROM THE POST OFFICE IN COLLINSVILLE,
 FY2501'GO NORTHERLY ON U.S. HIGHWAY 220 FOR 2.3 MILES TO THE AZIMUTH
 FY2501'MARK ON THE LEFT, CONTINUE ON U.S. HIGHWAY 220 FOR 1 MILE
 FY2501'TO A SIDE ROAD LEFT, TURN LEFT, AND FOLLOW COUNTY ROAD 669
 FY2501'FOR 0.6 MILE TO A T-ROAD, TURN LEFT AND FOLLOW COUNTY ROAD
 FY2501'606 FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW
 FY2501'DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FY2501'
 FY2501'THE STATION MARK IS 48 FEET SOUTH SOUTHWEST OF POWER POLE
 FY2501'NUMBER 854-166, 26 FEET SOUTH SOUTHWEST OF THE APPROXIMATE
 FY2501'CENTER OF DIRT ROAD, 10 FEET WEST NORTHWEST OF TELEPHONE POLE
 FY2501'NUMBER 7 AND 4 FEET NORTH NORTHEAST OF A METAL WITNESS POST.
 FY2501'IT IS STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 FY2501'WHICH PROJECTS 4-INCHES AND STAMPED DOSS 1964.
 FY2501'
 FY2501'REFERENCE MARK NO. 1 IS 32 FEET WEST NORTHWEST OF TELEPHONE
 FY2501'POLE NUMBER 7, 27 FEET SOUTH SOUTHWEST OF THE APPROXIMATE
 FY2501'CENTER OF DIRT ROAD AND 22 FEET WEST NORTHWEST OF A METAL
 FY2501'WITNESS POST.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 FY2501'POST, FLUSH AND STAMPED DOSS NO 1 1964.
 FY2501'
 FY2501'THE AZIMUTH MARK IS 36.6 FEET WEST OF THE CENTER LINE OF
 FY2501'U.S. HIGHWAY 220, 22 FEET EAST OF A TELEPHONE POLE AND 1.4
 FY2501'FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 FY2501'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6-INCHES
 FY2501'AND STAMPED DOSS 1964.
 FY2501'
 FY2501'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FY2501
 FY2501                          STATION RECOVERY (1966)
 FY2501
 FY2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY2501'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FY2501'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED
 FY2501'ON LINE AT THIS TIME DUE TO U.S. HIGHWAY 220 BEING WIDENED.
 FY2501'FOLLOWING IS A NEW TO REACH AND MEASUREMENTS FOR THE NEW
 FY2501'AZIMUTH MARK.
 FY2501'
 FY2501'TO REACH THE NEW AZIMUTH MARK FROM THE POST OFFICE IN COLLINSVILLE,
 FY2501'GO NORTH ON U.S. HIGHWAY 220 FOR 2.3 MILES TO THE MARK ON
 FY2501'THE LEFT.
 FY2501'
 FY2501'THE MARK IS 133.0 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FY2501'HIGHWAY 220, 5.0 FEET NORTH OF POWERLINE POLE NO. 62 AND
 FY2501'2.6 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 FY2501'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FY2501'PROJECTS 4 INCHES AND STAMPED DOSS 1964 RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1292 ***********************************************************************
 GV1292  DESIGNATION -  DOSWELL
 GV1292  PID         -  GV1292
 GV1292  STATE/COUNTY-  VA/HANOVER
 GV1292  USGS QUAD   -  ASHLAND (1985)
 GV1292
 GV1292                         *CURRENT SURVEY CONTROL
 GV1292  ___________________________________________________________________
 GV1292* NAD 83(1993)-  37 51 04.53101(N)    077 26 56.96781(W)     ADJUSTED  
 GV1292* NAVD 88     -        43.126  (meters)     141.49   (feet)  ADJUSTED  
 GV1292  ___________________________________________________________________
 GV1292  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV1292  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GV1292  DYNAMIC HT  -          43.097 (meters)     141.39  (feet)  COMP
 GV1292  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 GV1292
 GV1292  HORZ ORDER  -  SECOND
 GV1292  VERT ORDER  -  SECOND    CLASS 0
 GV1292
 GV1292.The horizontal coordinates were established by classical geodetic methods
 GV1292.and adjusted by the National Geodetic Survey in November 1994..
 GV1292
 GV1292.The orthometric height was determined by differential leveling
 GV1292.and adjusted by the National Geodetic Survey in June 1991..
 GV1292
 GV1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1292
 GV1292.The geoid height was determined by GEOID03.
 GV1292
 GV1292.The dynamic height is computed by dividing the NAVD 88
 GV1292.geopotential number by the normal gravity value computed on the
 GV1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1292.degrees latitude (g = 980.6199 gals.).
 GV1292
 GV1292.The modeled gravity was interpolated from observed gravity values.
 GV1292
 GV1292;                    North         East     Units Scale Factor Converg.
 GV1292;SPC VA S     - 1,168,970.769 3,592,480.504   MT  0.99998097   +0 38 16.0
 GV1292;SPC VA S     - 3,835,198.26 11,786,329.79   sFT  0.99998097   +0 38 16.0
 GV1292;SPC VA N     - 2,021,018.782 3,592,485.586   MT  1.00003712   +0 39 21.1
 GV1292;SPC VA N     - 6,630,625.79 11,786,346.46   sFT  1.00003712   +0 39 21.1
 GV1292;UTM  18      - 4,192,138.992   284,520.547   MT  1.00017192   -1 30 12.3
 GV1292
 GV1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1292!SPC VA S     -   0.99999835  x   0.99998097  =   0.99997932
 GV1292!SPC VA N     -   0.99999835  x   1.00003712  =   1.00003547
 GV1292!UTM  18      -   0.99999835  x   1.00017192  =   1.00017027
 GV1292
 GV1292|---------------------------------------------------------------------|
 GV1292| PID    Reference Object                     Distance      Geod. Az  |
 GV1292|                                                           dddmmss.s |
 GV1292| GV1291 DOSWELL RM 2                         25.219 METERS 00037     |
 GV1292| GV1293 DOSWELL RM 1                         22.232 METERS 11755     |
 GV1292| GV5310 ASHLAND NORTH MUNICIPAL TANK        APPROX. 9.7 KM 1954334.3 |
 GV1292| GV1290 DOSWELL AZ MK                                      3350332.2 |
 GV1292|---------------------------------------------------------------------|
 GV1292
 GV1292                          SUPERSEDED SURVEY CONTROL
 GV1292
 GV1292  NAD 83(1986)-  37 51 04.53555(N)    077 26 56.98297(W) AD(       ) 2
 GV1292  NAD 27      -  37 51 04.02870(N)    077 26 58.04620(W) AD(       ) 2
 GV1292  NGVD 29 (??/??/??)   43.414  (m)          142.43   (f) ADJUSTED    2 0
 GV1292
 GV1292.Superseded values are not recommended for survey control.
 GV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1292.See file dsdata.txt to determine how the superseded data were derived.
 GV1292
 GV1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8452192139(NAD 83)
 GV1292_MARKER: DS = TRIANGULATION STATION DISK
 GV1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1292_STAMPING: DOSWELL 1959
 GV1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1292+STABILITY: SURFACE MOTION
 GV1292
 GV1292  HISTORY     - Date     Condition        Report By
 GV1292  HISTORY     - 1959     MONUMENTED       CGS
 GV1292  HISTORY     - 1960     GOOD             CGS
 GV1292  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1292  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1292  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1292  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1292
 GV1292                          STATION DESCRIPTION
 GV1292
 GV1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV1292'STATION IS LOCATED ABOUT 0.75 MILE SOUTHEAST OF DOSWELL
 GV1292'AND ON THE PROPERTY OF MRS. J. WRIGHT SR.
 GV1292'
 GV1292'STATION, STAMPED DOSWELL 1959, IS SET FLUSH WITH THE SURFACE
 GV1292'OF THE GROUND.  IT IS 13.5 FEET EAST OF A FENCE, 12 FEET
 GV1292'EAST OF A WATER HYDRANT, 24 FEET NORTHEAST OF THE NORTHWEST
 GV1292'CORNER OF THE BARN, 28 FEET NORTH OF THE NORTHEAST CORNER
 GV1292'OF THE BARN AND 57 FEET SOUTH-SOUTHWEST OF A GAS PUMP.
 GV1292'
 GV1292'R.M. 1, STAMPED DOSWELL NO 1 1959, PROJECTS ABOUT 4 INCHES.
 GV1292'IT IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORN
 GV1292'CRIB AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.
 GV1292'
 GV1292'R.M. 2, STAMPED DOSWELL NO 2 1959, PROJECTS ABOUT 4 INCHES.
 GV1292'IT IS 28 FEET NORTH OF THE GAS PUMP, 1 FOOT EAST OF THE
 GV1292'FENCE, 22 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 GV1292'ROAD, 31 FEET SOUTHWEST OF THE NORTHWEST IN OF THE GATE,
 GV1292'4 FEET NORTH OF A LIGHT POLE AND ABOUT THE SAME ELEVATION
 GV1292'AS THE STATION.
 GV1292'
 GV1292'AZIMUTH MARK, STAMPED DOSWELL 1959, PROJECTS ABOUT 4 INCHES.
 GV1292'IT IS 4.0 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST,
 GV1292'47 FEET SOUTHEAST OF AN OLD WELL, 19 FEET NORTHEAST OF THE
 GV1292'CENTERLINE OF THE ROAD AND 61 FEET NORTHWEST OF A TELEPHONE
 GV1292'POLE.
 GV1292'
 GV1292'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DOSWELL,
 GV1292'GO EASTERLY ON BLACKTOP ROAD FOR 0.25 MILE TO A CROSSROAD.
 GV1292'TURN RIGHT, GO SOUTH AND EAST ON BLACKTOPED ROAD FOR 0.35
 GV1292'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST
 GV1292'FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO MRS. WRIGHTS
 GV1292'HOME.  TURN RIGHT, GO SOUTH ACROSS THE RAILROAD TRACKS FOR
 GV1292'0.1 MILE TO THE STATION AS DESCRIBED.  STATION IS ABOUT
 GV1292'50 YARDS SOUTH OF THE HOUSE.
 GV1292'
 GV1292'HEIGHT OF LIGHT ABOVE STATION MARK 30.19 METERS.
 GV1292
 GV1292                          STATION RECOVERY (1960)
 GV1292
 GV1292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV1292'0.8 MI SE FROM DOSWELL.
 GV1292'ABOUT 0.65 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GV1292'FROM THE CROSSING OF THE RICHMOND FREDERICKSBURG AND POTOMAC
 GV1292'RAILROAD AT DOSWELL, THENCE ABOUT 0.2 MILE SOUTH AND UPHILL
 GV1292'ALONG A GRAVEL DRIVE PASSING A TWO-STORY HOUSE, 23 1/2 FEET
 GV1292'NORTHEAST OF THE NORTHEAST CORNER OF BARN, 27 1/2 FEET NORTHWEST
 GV1292'OF THE NORTHEAST CORNER OF SAME BARN, 13 1/2 FEET EAST OF A
 GV1292'WIRE FENCE, 12 1/2 FEET EAST-SOUTHEAST OF A HYDRANT, 56 FEET
 GV1292'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE BASE OF
 GV1292'GASOLINE PUMP, 729 FEET WEST-NORTHWEST OF R M 1, 82.7 FEET
 GV1292'SOUTH OF R M 2, AND SET IN TOP OF A CONCRETE POST 1 INCH BELOW
 GV1292'THE SURFACE OF THE GROUND.
 GV1292
 GV1292                          STATION RECOVERY (1990)
 GV1292
 GV1292'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1292'MARK NOT FOUND.
 GV1292
 GV1292                          STATION RECOVERY (1997)
 GV1292
 GV1292'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1292'MARK NOT FOUND.
 GV1292
 GV1292                          STATION RECOVERY (2002)
 GV1292
 GV1292'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1292'MARK NOT FOUND.
 GV1292
 GV1292                          STATION RECOVERY (2003)
 GV1292
 GV1292'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1290 ***********************************************************************
 GV1290  DESIGNATION -  DOSWELL AZ MK
 GV1290  PID         -  GV1290
 GV1290  STATE/COUNTY-  VA/HANOVER
 GV1290  USGS QUAD   -  ASHLAND (1985)
 GV1290
 GV1290                         *CURRENT SURVEY CONTROL
 GV1290  ___________________________________________________________________
 GV1290* NAD 83(1986)-  37 51 27.     (N)    077 27 09.     (W)     SCALED    
 GV1290* NAVD 88     -        37.891  (meters)     124.31   (feet)  ADJUSTED  
 GV1290  ___________________________________________________________________
 GV1290  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GV1290  DYNAMIC HT  -          37.866 (meters)     124.23  (feet)  COMP
 GV1290  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 GV1290
 GV1290  VERT ORDER  -  SECOND    CLASS 0
 GV1290
 GV1290.The horizontal coordinates were scaled from a topographic map and have
 GV1290.an estimated accuracy of +/- 6 seconds.
 GV1290
 GV1290.The orthometric height was determined by differential leveling
 GV1290.and adjusted by the National Geodetic Survey in June 1991..
 GV1290
 GV1290.The geoid height was determined by GEOID03.
 GV1290
 GV1290.The dynamic height is computed by dividing the NAVD 88
 GV1290.geopotential number by the normal gravity value computed on the
 GV1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1290.degrees latitude (g = 980.6199 gals.).
 GV1290
 GV1290.The modeled gravity was interpolated from observed gravity values.
 GV1290
 GV1290;                    North         East    Units  Estimated Accuracy
 GV1290;SPC VA S     - 1,169,660.    3,592,180.      MT  (+/- 180 meters Scaled)
 GV1290
 GV1290                          SUPERSEDED SURVEY CONTROL
 GV1290
 GV1290  NGVD 29 (??/??/??)   38.178  (m)          125.26   (f) ADJUSTED    2 0
 GV1290
 GV1290.Superseded values are not recommended for survey control.
 GV1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1290.See file dsdata.txt to determine how the superseded data were derived.
 GV1290
 GV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG842928(NAD 83)
 GV1290_MARKER: DZ = AZIMUTH MARK DISK
 GV1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1290_STAMPING: DOSWELL 1959
 GV1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1290+STABILITY: SURFACE MOTION
 GV1290
 GV1290  HISTORY     - Date     Condition        Report By
 GV1290  HISTORY     - 1959     MONUMENTED       CGS
 GV1290  HISTORY     - 1960     GOOD             CGS
 GV1290  HISTORY     - 1990     GOOD             USPSQD
 GV1290  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1290  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1290  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1290  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 GV1290
 GV1290                          STATION DESCRIPTION
 GV1290
 GV1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1290'0.5 MI SE FROM DOSWELL.
 GV1290'ABOUT 0.4 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILROAD
 GV1290'FROM THE CROSSING OF THE RICHMOND FREDERICKSBURG AND POTOMAC
 GV1290'RAILROAD AT DOSWELL, THENCE ABOUT 0.1 MILE NORTHEAST ACROSS
 GV1290'COUNTRY TO ROAD 688, 18 FEET NORTHEAST OF THE CENTER LINE OF
 GV1290'ROAD 688, 48 FEET SOUTH-SOUTHEAST OF THE CENTER OF A WELL, 53
 GV1290'YARDS NORTH OF THE JUNCTION OF ROAD 688 AND THE NORTHWEST
 GV1290'DRIVE OF TWO DRIVEWAYS LEADING SOUTHWEST TO A ONE-STORY RED
 GV1290'BRICK HOUSE, 4 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 GV1290'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GV1290'PROJECTING 2 INCHES.  ALSO ABOUT 0.5 MILE SOUTHEAST ALONG
 GV1290'ROAD 688 FROM THE CROSSING OF THE RICHMOND FREDERICKSBURG AND
 GV1290'POTOMAC RAILROAD AT DOSWELL.
 GV1290
 GV1290                          STATION RECOVERY (1990)
 GV1290
 GV1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1290'RECOVERED IN GOOD CONDITION.
 GV1290
 GV1290                          STATION RECOVERY (1990)
 GV1290
 GV1290'RECOVERY NOTE BY US POWER SQUADRON 1990 (SC)
 GV1290'MARK NOT FOUND.
 GV1290
 GV1290                          STATION RECOVERY (1997)
 GV1290
 GV1290'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1290'MARK NOT FOUND.
 GV1290
 GV1290                          STATION RECOVERY (2002)
 GV1290
 GV1290'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1290'MARK NOT FOUND.
 GV1290
 GV1290                          STATION RECOVERY (2003)
 GV1290
 GV1290'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1293 ***********************************************************************
 GV1293  DESIGNATION -  DOSWELL RM 1
 GV1293  PID         -  GV1293
 GV1293  STATE/COUNTY-  VA/HANOVER
 GV1293  USGS QUAD   -  ASHLAND (1985)
 GV1293
 GV1293                         *CURRENT SURVEY CONTROL
 GV1293  ___________________________________________________________________
 GV1293* NAD 83(1986)-  37 51 05.     (N)    077 26 57.     (W)     SCALED    
 GV1293* NAVD 88     -        42.118  (meters)     138.18   (feet)  ADJUSTED  
 GV1293  ___________________________________________________________________
 GV1293  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GV1293  DYNAMIC HT  -          42.090 (meters)     138.09  (feet)  COMP
 GV1293  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 GV1293
 GV1293  VERT ORDER  -  SECOND    CLASS 0
 GV1293
 GV1293.The horizontal coordinates were scaled from a topographic map and have
 GV1293.an estimated accuracy of +/- 6 seconds.
 GV1293
 GV1293.The orthometric height was determined by differential leveling
 GV1293.and adjusted by the National Geodetic Survey in June 1991..
 GV1293
 GV1293.The geoid height was determined by GEOID03.
 GV1293
 GV1293.The dynamic height is computed by dividing the NAVD 88
 GV1293.geopotential number by the normal gravity value computed on the
 GV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1293.degrees latitude (g = 980.6199 gals.).
 GV1293
 GV1293.The modeled gravity was interpolated from observed gravity values.
 GV1293
 GV1293;                    North         East    Units  Estimated Accuracy
 GV1293;SPC VA S     - 1,168,990.    3,592,480.      MT  (+/- 180 meters Scaled)
 GV1293
 GV1293                          SUPERSEDED SURVEY CONTROL
 GV1293
 GV1293  NGVD 29 (??/??/??)   42.406  (m)          139.13   (f) ADJUSTED    2 0
 GV1293
 GV1293.Superseded values are not recommended for survey control.
 GV1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1293.See file dsdata.txt to determine how the superseded data were derived.
 GV1293
 GV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG845921(NAD 83)
 GV1293_MARKER: DR = REFERENCE MARK DISK
 GV1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1293_STAMPING: DOSWELL NO 1 1959
 GV1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1293+STABILITY: SURFACE MOTION
 GV1293
 GV1293  HISTORY     - Date     Condition        Report By
 GV1293  HISTORY     - 1959     MONUMENTED       CGS
 GV1293  HISTORY     - 1960     GOOD             CGS
 GV1293  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1293  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1293  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1293
 GV1293                          STATION DESCRIPTION
 GV1293
 GV1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1293'0.8 MI SE FROM DOSWELL.
 GV1293'72.9 FEET EAST-SOUTHEAST OF TRIANGULATION STATION DOSWELL,
 GV1293'DESCRIBED, 133 FEET SOUTHEAST OF R M 2, 48 FEET EAST-SOUTHEAST
 GV1293'OF THE NORTHEAST CORNER OF A BARN, 1.3 FEET SOUTHWEST OF THE
 GV1293'SOUTHWEST CORNER OF A CORN CRIB, AND SET IN TOP OF A CONCRETE
 GV1293'POST PROJECTING 4 INCHES.
 GV1293
 GV1293                          STATION RECOVERY (1990)
 GV1293
 GV1293'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1293'MARK NOT FOUND.
 GV1293
 GV1293                          STATION RECOVERY (1997)
 GV1293
 GV1293'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1293'MARK NOT FOUND.
 GV1293
 GV1293                          STATION RECOVERY (2002)
 GV1293
 GV1293'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1291 ***********************************************************************
 GV1291  DESIGNATION -  DOSWELL RM 2
 GV1291  PID         -  GV1291
 GV1291  STATE/COUNTY-  VA/HANOVER
 GV1291  USGS QUAD   -  ASHLAND (1985)
 GV1291
 GV1291                         *CURRENT SURVEY CONTROL
 GV1291  ___________________________________________________________________
 GV1291* NAD 83(1986)-  37 51 05.     (N)    077 26 57.     (W)     SCALED    
 GV1291* NAVD 88     -        43.407  (meters)     142.41   (feet)  ADJUSTED  
 GV1291  ___________________________________________________________________
 GV1291  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GV1291  DYNAMIC HT  -          43.379 (meters)     142.32  (feet)  COMP
 GV1291  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 GV1291
 GV1291  VERT ORDER  -  SECOND    CLASS 0
 GV1291
 GV1291.The horizontal coordinates were scaled from a topographic map and have
 GV1291.an estimated accuracy of +/- 6 seconds.
 GV1291
 GV1291.The orthometric height was determined by differential leveling
 GV1291.and adjusted by the National Geodetic Survey in June 1991..
 GV1291
 GV1291.The geoid height was determined by GEOID03.
 GV1291
 GV1291.The dynamic height is computed by dividing the NAVD 88
 GV1291.geopotential number by the normal gravity value computed on the
 GV1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1291.degrees latitude (g = 980.6199 gals.).
 GV1291
 GV1291.The modeled gravity was interpolated from observed gravity values.
 GV1291
 GV1291;                    North         East    Units  Estimated Accuracy
 GV1291;SPC VA S     - 1,168,990.    3,592,480.      MT  (+/- 180 meters Scaled)
 GV1291
 GV1291                          SUPERSEDED SURVEY CONTROL
 GV1291
 GV1291  NGVD 29 (??/??/??)   43.696  (m)          143.36   (f) ADJUSTED    2 0
 GV1291
 GV1291.Superseded values are not recommended for survey control.
 GV1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1291.See file dsdata.txt to determine how the superseded data were derived.
 GV1291
 GV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG845921(NAD 83)
 GV1291_MARKER: DR = REFERENCE MARK DISK
 GV1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1291_STAMPING: DOSWELL NO 2 1959
 GV1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1291+STABILITY: SURFACE MOTION
 GV1291
 GV1291  HISTORY     - Date     Condition        Report By
 GV1291  HISTORY     - 1959     MONUMENTED       CGS
 GV1291  HISTORY     - 1960     GOOD             CGS
 GV1291  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1291  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1291  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1291
 GV1291                          STATION DESCRIPTION
 GV1291
 GV1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1291'0.8 MI SE FROM DOSWELL.
 GV1291'82.7 FEET NORTH OF TRIANGULATION STATION DOSWELL, DESCRIBED,
 GV1291'133 FEET NORTHWEST OF R M 1, 22 1/2 FEET WEST OF THE CENTER LINE
 GV1291'OF DRIVE TO A BARN, 1 FOOT EAST OF A WIRE FENCE, 26 1/2
 GV1291'FEET NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE BASE FOR
 GV1291'GASOLINE PUMP, 103 1/2 FEET NORTH OF THE NORTHWEST CORNER OF
 GV1291'A BARN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV1291
 GV1291                          STATION RECOVERY (1990)
 GV1291
 GV1291'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1291'MARK NOT FOUND.
 GV1291
 GV1291                          STATION RECOVERY (1997)
 GV1291
 GV1291'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1291'MARK NOT FOUND.
 GV1291
 GV1291                          STATION RECOVERY (2002)
 GV1291
 GV1291'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 GV1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4308 ***********************************************************************
 GV4308  DESIGNATION -  DOUBLE
 GV4308  PID         -  GV4308
 GV4308  STATE/COUNTY-  VA/GLOUCESTER
 GV4308  USGS QUAD   -  ACHILLES (1983)
 GV4308
 GV4308                         *CURRENT SURVEY CONTROL
 GV4308  ___________________________________________________________________
 GV4308* NAD 83(1993)-  37 15 51.98166(N)    076 23 29.24752(W)     ADJUSTED  
 GV4308* NAVD 88     -                                                        
 GV4308  ___________________________________________________________________
 GV4308  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GV4308  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 GV4308
 GV4308  HORZ ORDER  -  THIRD
 GV4308
 GV4308.The horizontal coordinates were established by classical geodetic methods
 GV4308.and adjusted by the National Geodetic Survey in September 1995..
 GV4308
 GV4308
 GV4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4308
 GV4308.The geoid height was determined by GEOID03.
 GV4308
 GV4308;                    North         East     Units Scale Factor Converg.
 GV4308;SPC VA S     - 1,105,417.521 3,687,007.460   MT  0.99994701   +1 16 47.0
 GV4308;SPC VA S     - 3,626,690.65 12,096,456.98   sFT  0.99994701   +1 16 47.0
 GV4308;UTM  18      - 4,125,115.378   376,620.369   MT  0.99978752   -0 50 33.5
 GV4308
 GV4308                          SUPERSEDED SURVEY CONTROL
 GV4308
 GV4308  NAD 83(1993)-  37 15 51.98125(N)    076 23 29.25530(W) AD(       ) 4
 GV4308  NAD 83(1986)-  37 15 51.98995(N)    076 23 29.28179(W) AD(       ) 4
 GV4308  NAD 27      -  37 15 51.47800(N)    076 23 30.48400(W) AD(       ) 3
 GV4308
 GV4308.Superseded values are not recommended for survey control.
 GV4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4308.See file dsdata.txt to determine how the superseded data were derived.
 GV4308
 GV4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7662025115(NAD 83)
 GV4308_MARKER: 85 = CHIMNEY
 GV4308
 GV4308  HISTORY     - Date     Condition        Report By
 GV4308  HISTORY     - 1906     FIRST OBSERVED   CGS
 GV4308  HISTORY     - 1911     GOOD             CGS
 GV4308  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4308  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4308
 GV4308                          STATION DESCRIPTION
 GV4308
 GV4308'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WB)
 GV4308'THIS STATION IS LOCATED ON THE N SHORE OF THE YORK RIVER.
 GV4308'IT IS THE W CHIMNEY OF A DOUBLE HOUSE ON THE MAINLAND NE OF
 GV4308'SANDY POINT.  IT IS 10 METERS FROM THE WATER.
 GV4308
 GV4308                          STATION RECOVERY (1911)
 GV4308
 GV4308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4308'STATION RECOVERED.  FOUND STANDING.
 GV4308
 GV4308                          STATION RECOVERY (1943)
 GV4308
 GV4308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4308'THIS STATION WAS NOT RECOVERED.  THE HOUSE WAS DESTROYED
 GV4308'IN A VIOLENT STORM IN 1934.  THIS WAS CONFIRMED BY SEVERAL
 GV4308'LOCAL INHABITANTS.  A DESCRIPTION OF THE HOUSE AND DISTANCE
 GV4308'TO THE SHORE LINE BY EACH WAS USED TO POSITIVELY IDENTIFY
 GV4308'THIS AS THE CORRECT HOUSE.  IT IS RECOMMENDED THAT THIS
 GV4308'STATION BE CLASSIFIED AS DESTROYED.
 GV4308
 GV4308                          STATION RECOVERY (2002)
 GV4308
 GV4308'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1682 ***********************************************************************
 FW1682  DESIGNATION -  DOUBT
 FW1682  PID         -  FW1682
 FW1682  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1682  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1682
 FW1682                         *CURRENT SURVEY CONTROL
 FW1682  ___________________________________________________________________
 FW1682* NAD 83(1993)-  36 54 55.12235(N)    075 59 44.32952(W)     ADJUSTED  
 FW1682* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 FW1682  ___________________________________________________________________
 FW1682  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FW1682  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 FW1682
 FW1682  HORZ ORDER  -  THIRD
 FW1682
 FW1682.The horizontal coordinates were established by classical geodetic methods
 FW1682.and adjusted by the National Geodetic Survey in September 1995..
 FW1682
 FW1682.The orthometric height was scaled from a topographic map.
 FW1682
 FW1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1682
 FW1682.The geoid height was determined by GEOID03.
 FW1682
 FW1682;                    North         East     Units Scale Factor Converg.
 FW1682;SPC VA S     - 1,067,544.466 3,723,132.169   MT  0.99997635   +1 31 11.8
 FW1682;SPC VA S     - 3,502,435.47 12,214,976.12   sFT  0.99997635   +1 31 11.8
 FW1682;UTM  18      - 4,085,940.560   411,311.830   MT  0.99969690   -0 35 53.0
 FW1682
 FW1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1682!SPC VA S     -   1.00000468  x   0.99997635  =   0.99998103
 FW1682!UTM  18      -   1.00000468  x   0.99969690  =   0.99970158
 FW1682
 FW1682|---------------------------------------------------------------------|
 FW1682| PID    Reference Object                     Distance      Geod. Az  |
 FW1682|                                                           dddmmss.s |
 FW1682| DC8785 DOUBT RM 1                                         27326     |
 FW1682| FX2958 CAPE HENRY LIGHTHOUSE 1887          APPROX. 1.6 KM 3195707.2 |
 FW1682|---------------------------------------------------------------------|
 FW1682
 FW1682                          SUPERSEDED SURVEY CONTROL
 FW1682
 FW1682  NAD 83(1986)-  36 54 55.12782(N)    075 59 44.36824(W) AD(       ) 3
 FW1682  NAD 27      -  36 54 54.59700(N)    075 59 45.61300(W) AD(       ) 3
 FW1682
 FW1682.Superseded values are not recommended for survey control.
 FW1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1682.See file dsdata.txt to determine how the superseded data were derived.
 FW1682
 FW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1131285941(NAD 83)
 FW1682_MARKER: DS = TRIANGULATION STATION DISK
 FW1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1682
 FW1682  HISTORY     - Date     Condition        Report By
 FW1682  HISTORY     - 1922     MONUMENTED       CGS
 FW1682  HISTORY     - 1943     MARK NOT FOUND   CGS
 FW1682
 FW1682                          STATION DESCRIPTION
 FW1682
 FW1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1682'ON A SAND HILL 20 METERS EAST OF THE DOUBLE-TRACKED PORTION OF
 FW1682'THE NORFOLK SOUTHERN ELECTRIC LINE BETWEEN NORFOLK AND VIRGINIA
 FW1682'BEACH, ABOUT MIDWAY OF A CURVE, THE THIRD SOUTH OF CAPE HENRY
 FW1682'STATION ON THE ELECTRIC LINE.  THE STATION IS ON THE NORTHERN
 FW1682'PROLONGATION OF THE EAST RAIL OF THE LONG TANGENT PASSING
 FW1682'RAILROAD STATIONS COLE AND TWENTY-SECOND STREET.  THE SOUTHWEST
 FW1682'RAIL OF A SPUR LINE IS ABOUT 10 METERS DISTANT TO THE EAST.
 FW1682'
 FW1682'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1682'DISKS SET IN CONCRETE.
 FW1682'
 FW1682'A REFERENCE MARK WAS SET ABOUT 50 METERS WEST ON A SAND HILL
 FW1682'ALMOST DIRECTLY OPPOSITE THE STATION, AND ACROSS THE DOUBLE TRACK.
 FW1682'
 FW1682'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.05 METERS.
 FW1682
 FW1682                          STATION RECOVERY (1943)
 FW1682
 FW1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1682'THE STATION WAS NOT RECOVERED.  THE REFERENCE MARK ON THE
 FW1682'W SIDE OF THE TRACK WAS FOUND, AS WAS THE SQUARE HOLE IN
 FW1682'A PATCH OF CONCRETE SSE OF THE STATION.  THE DISTANCES WERE
 FW1682'MEASURED.  THEY INTERSECTED AND CHECKED.  THE 10 METERS
 FW1682'FROM THE SW RAIL OF THE SPUR LINE.  THE SAND HILL MENTIONED
 FW1682'IN THE DESCRIPTION HAS BEEN EXCAVATED AND THERE IS NOW A
 FW1682'DEPRESSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2983 ***********************************************************************
 FX2983  DESIGNATION -  DOUGHTY LARGE CHIMNEY
 FX2983  PID         -  FX2983
 FX2983  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2983  USGS QUAD   -  KEMPSVILLE (1986)
 FX2983
 FX2983                         *CURRENT SURVEY CONTROL
 FX2983  ___________________________________________________________________
 FX2983* NAD 83(1993)-  36 49 47.71639(N)    076 12 55.75331(W)     ADJUSTED  
 FX2983* NAVD 88     -                                                        
 FX2983  ___________________________________________________________________
 FX2983  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 FX2983  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FX2983
 FX2983  HORZ ORDER  -  THIRD
 FX2983
 FX2983.The horizontal coordinates were established by classical geodetic methods
 FX2983.and adjusted by the National Geodetic Survey in September 1995..
 FX2983
 FX2983
 FX2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2983
 FX2983.The geoid height was determined by GEOID03.
 FX2983
 FX2983;                    North         East     Units Scale Factor Converg.
 FX2983;SPC VA S     - 1,057,574.356 3,703,778.230   MT  0.99998912   +1 23 11.5
 FX2983;SPC VA S     - 3,469,725.20 12,151,479.08   sFT  0.99998912   +1 23 11.5
 FX2983;UTM  18      - 4,076,694.503   391,608.032   MT  0.99974474   -0 43 43.3
 FX2983
 FX2983                          SUPERSEDED SURVEY CONTROL
 FX2983
 FX2983  NAD 83(1986)-  36 49 47.72242(N)    076 12 55.78882(W) AD(       ) 4
 FX2983  NAD 27      -  36 49 47.18400(N)    076 12 57.00900(W) AD(       ) 3
 FX2983
 FX2983.Superseded values are not recommended for survey control.
 FX2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2983.See file dsdata.txt to determine how the superseded data were derived.
 FX2983
 FX2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9160876695(NAD 83)
 FX2983_MARKER: 85 = CHIMNEY
 FX2983
 FX2983  HISTORY     - Date     Condition        Report By
 FX2983  HISTORY     - 1913     FIRST OBSERVED   CGS
 FX2983
 FX2983                          STATION DESCRIPTION
 FX2983
 FX2983'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0299 ***********************************************************************
 FX0299  DESIGNATION -  DOUGLAS
 FX0299  PID         -  FX0299
 FX0299  STATE/COUNTY-  VA/C OF NORFOLK
 FX0299  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0299
 FX0299                         *CURRENT SURVEY CONTROL
 FX0299  ___________________________________________________________________
 FX0299* NAD 83(1993)-  36 49 02.26093(N)    076 20 19.36595(W)     ADJUSTED  
 FX0299* NAVD 88     -         3.750  (meters)      12.30   (feet)  POSTED    
 FX0299  ___________________________________________________________________
 FX0299  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 FX0299  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX0299  DYNAMIC HT  -           3.750 (meters)      12.30  (feet)  COMP
 FX0299  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0299
 FX0299  HORZ ORDER  -  SECOND
 FX0299  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0299
 FX0299.The horizontal coordinates were established by classical geodetic methods
 FX0299.and adjusted by the National Geodetic Survey in September 1995..
 FX0299
 FX0299.The orthometric height was determined by differential leveling
 FX0299.and adjusted by the National Geodetic Survey in 1992..
 FX0299.No vertical observational check was made to the station.
 FX0299.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0299.was located on a no-check spur therefore a value was not computed.
 FX0299
 FX0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0299
 FX0299.The geoid height was determined by GEOID03.
 FX0299
 FX0299.The dynamic height is computed by dividing the NAVD 88
 FX0299.geopotential number by the normal gravity value computed on the
 FX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0299.degrees latitude (g = 980.6199 gals.).
 FX0299
 FX0299.The modeled gravity was interpolated from observed gravity values.
 FX0299
 FX0299;                    North         East     Units Scale Factor Converg.
 FX0299;SPC VA S     - 1,055,914.697 3,692,820.564   MT  0.99999120   +1 18 42.3
 FX0299;SPC VA S     - 3,464,280.14 12,115,528.80   sFT  0.99999120   +1 18 42.3
 FX0299;UTM  18      - 4,075,440.591   380,599.124   MT  0.99977563   -0 48 08.4
 FX0299
 FX0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0299!SPC VA S     -   1.00000521  x   0.99999120  =   0.99999641
 FX0299!UTM  18      -   1.00000521  x   0.99977563  =   0.99978084
 FX0299
 FX0299|---------------------------------------------------------------------|
 FX0299| PID    Reference Object                     Distance      Geod. Az  |
 FX0299|                                                           dddmmss.s |
 FX0299| DC8787 DOUGLAS RM 1                         24.266 METERS 07658     |
 FX0299| FX3493 PORTSMOUTH RAD STA KIJ 294          APPROX. 4.8 KM 2481014.5 |
 FX0299| DC8788 DOUGLAS RM 2                         34.411 METERS 34438     |
 FX0299| DC8786 DOUGLAS AZ MK                                      3553918.1 |
 FX0299|---------------------------------------------------------------------|
 FX0299
 FX0299                          SUPERSEDED SURVEY CONTROL
 FX0299
 FX0299  NAD 83(1986)-  36 49 02.26597(N)    076 20 19.40087(W) AD(       ) 2
 FX0299  NAD 27      -  36 49 01.72530(N)    076 20 20.60790(W) AD(       ) 2
 FX0299  NGVD 29 (??/??/92)    4.004  (m)           13.14   (f) ADJ UNCH    2 0
 FX0299
 FX0299.Superseded values are not recommended for survey control.
 FX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0299.See file dsdata.txt to determine how the superseded data were derived.
 FX0299
 FX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8059975441(NAD 83)
 FX0299_MARKER: DS = TRIANGULATION STATION DISK
 FX0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0299_STAMPING: DOUGLAS 1959
 FX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0299+STABILITY: SURFACE MOTION
 FX0299
 FX0299  HISTORY     - Date     Condition        Report By
 FX0299  HISTORY     - 1959     MONUMENTED       CGS
 FX0299  HISTORY     - 1959     GOOD             CGS
 FX0299  HISTORY     - 1976     GOOD             NGS
 FX0299  HISTORY     - 1976     GOOD             NGS
 FX0299  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 FX0299
 FX0299                          STATION DESCRIPTION
 FX0299
 FX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX0299'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE BUSINESS
 FX0299'DISTRICT OF PORTSMOUTH AT THE INTERSECTION OF GRANT AND SHELBY
 FX0299'STREETS.
 FX0299'
 FX0299'STATION, STAMPED DOUGLAS 1959, SET FLUSH WITH THE SURFACE OF
 FX0299'THE GROUND.  IT IS SET IN THE GRASSY TRAINGLE FORMED BY GRANT
 FX0299'AND SHELBY STREETS, 99 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FX0299'HOUSE AT 53 GRANT STREET, 86 FEET SOUTH OF THE SOUTHEAST CORNER
 FX0299'OF THE SCHOOL, 44 FEET WEST OF THE CENTERLNE OF GRANT STREET AND
 FX0299'39 FEET SOUTH OF THE CENTERLINE OF SHELBY STREET.
 FX0299'
 FX0299'R.M. 1, STAMPED DOUGLAS NO 1 1959, CEMENTED IN A DRILL HOLE IN
 FX0299'THE SIDEWALK ON THE EAST SIDE OF GRANT STREET.  IT IS 20 FEET
 FX0299'WEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 53 GRANT STREET AND
 FX0299'ABOUT THE SAME ELEVATION AS THE STATION.
 FX0299'
 FX0299'R.M. 2, STAMPED DOUGLAS NO 2 1959, CEMENTED IN A DRILL HOLE IN
 FX0299'THE SIDEWALK AT THE DOOR ON THE EAST SIDE OF THE SCHOOL.  IT IS 6
 FX0299'FEET EAST OF THE SOUTH END OF THE DOOR AND ABOUT 1 FOOT ABOVE
 FX0299'THE ELEVATION OF THE STATION.
 FX0299'
 FX0299'AZIMUTH MARK, STAMPED DOUGLAS 1959, PROJECTS ABOUT 5 INCHES.
 FX0299'IT IS AT THE NORTHEAST CORNER OF GRANT AND MANTEO STREETS, 43
 FX0299'FEET NORTH OF THE CENTERLINE OF MANTEO STREET, 24 FEET EAST OF
 FX0299'THE CENTERLINE OF GRANT STREET, 17 FEET EAST OF POWER POLE 22-63
 FX0299'AND 1 FOOT EAST OF A C AND GS SIGN.
 FX0299'
 FX0299'AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF GRANT AND MANTEO
 FX0299'STREETS IN PORTSMOUTH.
 FX0299'
 FX0299'STATION IS LOCATED AT THE INTERSECTION OF GRANT AND SHELBY STREETS
 FX0299'IN PORTSMOUTH.
 FX0299'
 FX0299'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX0299
 FX0299                          STATION RECOVERY (1959)
 FX0299
 FX0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FX0299'AT PORTSMOUTH.
 FX0299'AT PORTSMOUTH, AT DOUGLAS PARK HOUSING DEVELOPMENT, IN GRASS
 FX0299'TRIANGLE FORMED BY THE JUNCTION OF GRANT AND SHELBY STREETS,
 FX0299'61 FEET NORTH-NORTHWEST OF CONCRETE STREET SIGNPOST SUPPORTING
 FX0299'SHELBY STREET GRANT STREET SIGN, 86.8 FEET SOUTH OF THE SOUTHEAST
 FX0299'CORNER OF ONE STORY ANNEX OF DOUGLAS PARK SCHOOL BUILDING,
 FX0299'1 FOOT WEST OF BEING IN LINE WITH THE EAST FACE OF THE SCHOOL
 FX0299'BUILDING, 76 FEET WEST-NORTHWEST OF AND ACROSS GRANT STREET
 FX0299'FROM STREET LIGHT POLE 2222-4, 79.6 FEET WEST OF R M 1, 112.9
 FX0299'FEET SOUTH OF R M 2, AND SET IN TOP OF A CONCRETE POST FLUSH
 FX0299'WITH THE GROUND.
 FX0299
 FX0299                          STATION RECOVERY (1976)
 FX0299
 FX0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FX0299'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FX0299'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE
 FX0299'STREET IS GRAND AND NOT GRANT, AND STATION IS IN THE SCHOOL LAWN
 FX0299'IN THE NORTHWEST ANGLE OF INTERSECTION OF GRAND AND SHELBY
 FX0299'STREETS.
 FX0299'
 FX0299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORTSMOUTH.
 FX0299
 FX0299                          STATION RECOVERY (1976)
 FX0299
 FX0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX0299'RECOVERED IN GOOD CONDITION.
 FX0299
 FX0299                          STATION RECOVERY (1999)
 FX0299
 FX0299'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0297 ***********************************************************************
 FX0297  DESIGNATION -  DOUGLAS AZ MK
 FX0297  PID         -  FX0297
 FX0297  STATE/COUNTY-  VA/C OF NORFOLK
 FX0297  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0297
 FX0297                         *CURRENT SURVEY CONTROL
 FX0297  ___________________________________________________________________
 FX0297* NAD 83(1986)-  36 49 14.     (N)    076 20 21.     (W)     SCALED    
 FX0297* NAVD 88     -         3.482  (meters)      11.42   (feet)  POSTED    
 FX0297  ___________________________________________________________________
 FX0297  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX0297  DYNAMIC HT  -           3.480 (meters)      11.42  (feet)  COMP
 FX0297  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0297
 FX0297  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0297
 FX0297.The horizontal coordinates were scaled from a topographic map and have
 FX0297.an estimated accuracy of +/- 6 seconds.
 FX0297
 FX0297.The orthometric height was determined by differential leveling
 FX0297.and adjusted by the National Geodetic Survey in 1992..
 FX0297.No vertical observational check was made to the station.
 FX0297.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0297.was located on a no-check spur therefore a value was not computed.
 FX0297
 FX0297.The geoid height was determined by GEOID03.
 FX0297
 FX0297.The dynamic height is computed by dividing the NAVD 88
 FX0297.geopotential number by the normal gravity value computed on the
 FX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0297.degrees latitude (g = 980.6199 gals.).
 FX0297
 FX0297.The modeled gravity was interpolated from observed gravity values.
 FX0297
 FX0297;                    North         East    Units  Estimated Accuracy
 FX0297;SPC VA S     - 1,056,280.    3,692,770.      MT  (+/- 180 meters Scaled)
 FX0297
 FX0297                          SUPERSEDED SURVEY CONTROL
 FX0297
 FX0297  NGVD 29 (??/??/92)    3.737  (m)           12.26   (f) ADJ UNCH    2 0
 FX0297
 FX0297.Superseded values are not recommended for survey control.
 FX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0297.See file dsdata.txt to determine how the superseded data were derived.
 FX0297
 FX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF805758(NAD 83)
 FX0297_MARKER: DZ = AZIMUTH MARK DISK
 FX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0297_STAMPING: DOUGLAS 1959
 FX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0297+STABILITY: SURFACE MOTION
 FX0297
 FX0297  HISTORY     - Date     Condition        Report By
 FX0297  HISTORY     - 1959     MONUMENTED       CGS
 FX0297  HISTORY     - 1976     GOOD             NGS
 FX0297  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 FX0297
 FX0297                          STATION DESCRIPTION
 FX0297
 FX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0297'AT PORTSMOUTH.
 FX0297'AT PORTSMOUTH, AT THE INTERSECTION OF GRANT AND MANTEO
 FX0297'STREETS, AT DOUGLAS PARK HOUSING DEVELOPMENT, 22 1/2 FEET
 FX0297'NORTH OF THE CENTER LINE OF MANTEO STREET, 40 1/2 FEET EAST OF
 FX0297'THE CENTER LINE OF GRANT STREET, 16 FEET EAST OF POWER LINE
 FX0297'POLE 2216-3, 77 1/2 FEET EAST OF AND ACROSS GRANT STREET FROM
 FX0297'A FIRE HYDRANT, 3 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER
 FX0297'OF A CAST IRON CATCH BASIN TOP, AND SET IN TOP OF A CONCRETE
 FX0297'POST PROJECTING 3 INCHES.
 FX0297
 FX0297                          STATION RECOVERY (1976)
 FX0297
 FX0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX0297'RECOVERED IN GOOD CONDITION.
 FX0297
 FX0297                          STATION RECOVERY (1999)
 FX0297
 FX0297'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0298 ***********************************************************************
 FX0298  DESIGNATION -  DOUGLAS RM 1
 FX0298  PID         -  FX0298
 FX0298  STATE/COUNTY-  VA/C OF NORFOLK
 FX0298  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0298
 FX0298                         *CURRENT SURVEY CONTROL
 FX0298  ___________________________________________________________________
 FX0298* NAD 83(1986)-  36 49 02.     (N)    076 20 19.     (W)     SCALED    
 FX0298* NAVD 88     -         3.584  (meters)      11.76   (feet)  POSTED    
 FX0298  ___________________________________________________________________
 FX0298  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX0298  DYNAMIC HT  -           3.580 (meters)      11.75  (feet)  COMP
 FX0298  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0298
 FX0298  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0298
 FX0298.The horizontal coordinates were scaled from a topographic map and have
 FX0298.an estimated accuracy of +/- 6 seconds.
 FX0298
 FX0298.The orthometric height was determined by differential leveling
 FX0298.and adjusted by the National Geodetic Survey in 1992..
 FX0298.No vertical observational check was made to the station.
 FX0298.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0298.was located on a no-check spur therefore a value was not computed.
 FX0298
 FX0298.The geoid height was determined by GEOID03.
 FX0298
 FX0298.The dynamic height is computed by dividing the NAVD 88
 FX0298.geopotential number by the normal gravity value computed on the
 FX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0298.degrees latitude (g = 980.6199 gals.).
 FX0298
 FX0298.The modeled gravity was interpolated from observed gravity values.
 FX0298
 FX0298;                    North         East    Units  Estimated Accuracy
 FX0298;SPC VA S     - 1,055,910.    3,692,830.      MT  (+/- 180 meters Scaled)
 FX0298
 FX0298                          SUPERSEDED SURVEY CONTROL
 FX0298
 FX0298  NGVD 29 (??/??/92)    3.838  (m)           12.59   (f) ADJ UNCH    2 0
 FX0298
 FX0298.Superseded values are not recommended for survey control.
 FX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0298.See file dsdata.txt to determine how the superseded data were derived.
 FX0298
 FX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF806754(NAD 83)
 FX0298_MARKER: DR = REFERENCE MARK DISK
 FX0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0298_SP_SET: SIDEWALL
 FX0298_STAMPING: DOUGLAS NO 1 1959
 FX0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0298
 FX0298  HISTORY     - Date     Condition        Report By
 FX0298  HISTORY     - 1959     MONUMENTED       CGS
 FX0298  HISTORY     - 1976     GOOD             NGS
 FX0298  HISTORY     - 19991023 GOOD             USPSQD
 FX0298
 FX0298                          STATION DESCRIPTION
 FX0298
 FX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0298'AT PORTSMOUTH.
 FX0298'79.6 FEET EAST OF DOUGLAS DESCRIBED, 34 1/2 FEET NORTH OF
 FX0298'STREET LIGHT POLE 2222-4, IN TOP THE EAST SIDEWALK OF GRANT
 FX0298'STREET AND IN FRONT OF RESIDENT 53 GRANT STREET.
 FX0298
 FX0298                          STATION RECOVERY (1976)
 FX0298
 FX0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX0298'RECOVERED IN GOOD CONDITION.
 FX0298
 FX0298                          STATION RECOVERY (1999)
 FX0298
 FX0298'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0300 ***********************************************************************
 FX0300  DESIGNATION -  DOUGLAS RM 2
 FX0300  PID         -  FX0300
 FX0300  STATE/COUNTY-  VA/C OF NORFOLK
 FX0300  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0300
 FX0300                         *CURRENT SURVEY CONTROL
 FX0300  ___________________________________________________________________
 FX0300* NAD 83(1986)-  36 49 02.     (N)    076 20 19.     (W)     SCALED    
 FX0300* NAVD 88     -         3.829  (meters)      12.56   (feet)  POSTED    
 FX0300  ___________________________________________________________________
 FX0300  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX0300  DYNAMIC HT  -           3.830 (meters)      12.57  (feet)  COMP
 FX0300  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0300
 FX0300  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0300
 FX0300.The horizontal coordinates were scaled from a topographic map and have
 FX0300.an estimated accuracy of +/- 6 seconds.
 FX0300
 FX0300.The orthometric height was determined by differential leveling
 FX0300.and adjusted by the National Geodetic Survey in 1992..
 FX0300.No vertical observational check was made to the station.
 FX0300.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0300.was located on a no-check spur therefore a value was not computed.
 FX0300
 FX0300.The geoid height was determined by GEOID03.
 FX0300
 FX0300.The dynamic height is computed by dividing the NAVD 88
 FX0300.geopotential number by the normal gravity value computed on the
 FX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0300.degrees latitude (g = 980.6199 gals.).
 FX0300
 FX0300.The modeled gravity was interpolated from observed gravity values.
 FX0300
 FX0300;                    North         East    Units  Estimated Accuracy
 FX0300;SPC VA S     - 1,055,910.    3,692,830.      MT  (+/- 180 meters Scaled)
 FX0300
 FX0300                          SUPERSEDED SURVEY CONTROL
 FX0300
 FX0300  NGVD 29 (??/??/92)    4.083  (m)           13.40   (f) ADJ UNCH    2 0
 FX0300
 FX0300.Superseded values are not recommended for survey control.
 FX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0300.See file dsdata.txt to determine how the superseded data were derived.
 FX0300
 FX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF806754(NAD 83)
 FX0300_MARKER: DR = REFERENCE MARK DISK
 FX0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0300_SP_SET: STEP
 FX0300_STAMPING: DOUGLAS NO 2 1959
 FX0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0300
 FX0300  HISTORY     - Date     Condition        Report By
 FX0300  HISTORY     - 1959     MONUMENTED       CGS
 FX0300  HISTORY     - 1976     GOOD             NGS
 FX0300  HISTORY     - 19991023 GOOD             USPSQD
 FX0300
 FX0300                          STATION DESCRIPTION
 FX0300
 FX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0300'AT PORTSMOUTH.
 FX0300'112.9 FEET NORTH OF DOUGLAS DESCRIBED, 58 1/2 FEET WEST OF
 FX0300'THE CENTER LINE OF GRANT STREET, IN TOP OF CONCRETE SIDEWALK
 FX0300'IN FRONT OF THE EAST ENTRANCE TO ANNEX OF DOUGLAS PARK SCHOOL,
 FX0300'2 1/2 FEET EAST OF THE EAST EDGE OF STEP TO THE EAST ENTRANCE
 FX0300'TO SCHOOL, AND ABOUT LEVEL WITH THE SIDEWALK.
 FX0300
 FX0300                          STATION RECOVERY (1976)
 FX0300
 FX0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX0300'RECOVERED IN GOOD CONDITION.
 FX0300
 FX0300                          STATION RECOVERY (1999)
 FX0300
 FX0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8393 ***********************************************************************
 HV8393  DESIGNATION -  DOUN
 HV8393  PID         -  HV8393
 HV8393  STATE/COUNTY-  VA/FAIRFAX
 HV8393  USGS QUAD   -  GAINESVILLE (1994)
 HV8393
 HV8393                         *CURRENT SURVEY CONTROL
 HV8393  ___________________________________________________________________
 HV8393* NAD 83(1993)-  38 50 27.61168(N)    077 30 08.43721(W)     ADJUSTED  
 HV8393* NAVD 88     -        72.094  (meters)     236.53   (feet)  ADJUSTED  
 HV8393  ___________________________________________________________________
 HV8393  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 HV8393  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV8393  DYNAMIC HT  -          72.054 (meters)     236.40  (feet)  COMP
 HV8393  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 HV8393
 HV8393  HORZ ORDER  -  SECOND
 HV8393  VERT ORDER  -  THIRD
 HV8393
 HV8393.The horizontal coordinates were established by classical geodetic methods
 HV8393.and adjusted by the National Geodetic Survey in November 1994..
 HV8393
 HV8393.The orthometric height was determined by differential leveling
 HV8393.and adjusted by the National Geodetic Survey in September 2004..
 HV8393
 HV8393.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8393
 HV8393.The geoid height was determined by GEOID03.
 HV8393
 HV8393.The dynamic height is computed by dividing the NAVD 88
 HV8393.geopotential number by the normal gravity value computed on the
 HV8393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8393.degrees latitude (g = 980.6199 gals.).
 HV8393
 HV8393.The modeled gravity was interpolated from observed gravity values.
 HV8393
 HV8393;                    North         East     Units Scale Factor Converg.
 HV8393;SPC VA N     - 2,130,821.645 3,586,610.948   MT  0.99995597   +0 37 21.6
 HV8393;SPC VA N     - 6,990,870.68 11,767,072.75   sFT  0.99995597   +0 37 21.6
 HV8393;UTM  18      - 4,302,108.216   282,818.681   MT  1.00018086   -1 34 12.0
 HV8393
 HV8393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8393!SPC VA N     -   0.99999369  x   0.99995597  =   0.99994966
 HV8393!UTM  18      -   0.99999369  x   1.00018086  =   1.00017455
 HV8393
 HV8393                          SUPERSEDED SURVEY CONTROL
 HV8393
 HV8393  NAD 83(1993)-  38 50 27.61075(N)    077 30 08.44333(W) AD(       ) 2
 HV8393  NAD 83(1986)-  38 50 27.61049(N)    077 30 08.44893(W) AD(       ) 2
 HV8393  NGVD 29 (01/12/90)   72.     (m)          236.     (f) VERT ANG       
 HV8393
 HV8393.Superseded values are not recommended for survey control.
 HV8393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8393.See file dsdata.txt to determine how the superseded data were derived.
 HV8393
 HV8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8281902108(NAD 83)
 HV8393_MARKER: DD = SURVEY DISK
 HV8393_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8393_SP_SET: IRREGULAR CONCRETE MASS
 HV8393_STAMPING: DOUN 1969
 HV8393_MARK LOGO: VA-059
 HV8393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8393
 HV8393  HISTORY     - Date     Condition        Report By
 HV8393  HISTORY     - 1969     MONUMENTED       VA-059
 HV8393  HISTORY     - 1969     GOOD             VA-059
 HV8393  HISTORY     - 1974     GOOD             VA-059
 HV8393  HISTORY     - 19920120 GOOD             MSI
 HV8393
 HV8393                          STATION DESCRIPTION
 HV8393
 HV8393'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8393'STATION IS 4 MILES WEST OF CENTREVILLE ON WEST SIDE OF A 20 FOOT
 HV8393'RIGHT OF WAY ON THE PROPERTY OF MR. MCKINLEY SUPINGER
 HV8393'
 HV8393'FROM CENTREVILLE PROCEED WESTSOUTH WEST ON LEE HIGHWAY, ROUTE 29-211,
 HV8393'3.3 MILES TO INTERSECTION BULL RUN POST OFFICE ROAD, ROUTE 621.  RIGHT
 HV8393'ON SAME 1.3 MILES TO BRICK HOUSE AND SMALL WHITE FRAME HOUSE AND
 HV8393'STATION ON RIGHT,  10.8 FEET NORTH OF NORTH EDGE OF BULL RUN POST
 HV8393'OFFICE ROAD, 17.3 FEET NORTH WEST OF A PLANTER.
 HV8393'
 HV8393'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---DOUN 1969---
 HV8393
 HV8393                          STATION RECOVERY (1969)
 HV8393
 HV8393'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8393'RECOVERED IN GOOD CONDITION.
 HV8393
 HV8393                          STATION RECOVERY (1974)
 HV8393
 HV8393'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8393'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8393'DESCRIPTION.
 HV8393
 HV8393                          STATION RECOVERY (1992)
 HV8393
 HV8393'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8393'STATION IS 4 MILES (6.4 KM) WEST OF CENTREVILLE ON WEST SIDE OF A 20
 HV8393'FOOT RIGHT OF WAY ON THE PROPERTY OF MR. MCKINLEY SUPINGER FROM
 HV8393'CENTREVILLE PROCEED WEST-SOUTHWEST ON LEE HIGHWAY, ROUTE 29-211, 3.3
 HV8393'MILES (5.3 KM) TO INTERSECTION BULL RUN POST OFFICE ROAD, ROUTE 621.
 HV8393'RIGHT ON SAME 1.3 MILES (2.1 KM) TO BRICK HOUSE AND SMALL WHITE FRAME
 HV8393'HOUSE AND STATION ON RIGHT, 10.8 FEET (3.3 M) NORTH OF NORTH EDGE OF
 HV8393'BULL RUN POST OFFICE ROAD, 17.3 FEET (5.3 M) NORTH WEST OF A PLANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3553 ***********************************************************************
 HV3553  DESIGNATION -  DOVE
 HV3553  PID         -  HV3553
 HV3553  STATE/COUNTY-  VA/FAUQUIER
 HV3553  USGS QUAD   -  UPPERVILLE (1983)
 HV3553
 HV3553                         *CURRENT SURVEY CONTROL
 HV3553  ___________________________________________________________________
 HV3553* NAD 83(1993)-  38 52 31.34223(N)    077 53 45.90460(W)     ADJUSTED  
 HV3553* NAVD 88     -       208.803  (meters)     685.05   (feet)  ADJUSTED  
 HV3553  ___________________________________________________________________
 HV3553  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 HV3553  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HV3553  DYNAMIC HT  -         208.674 (meters)     684.62  (feet)  COMP
 HV3553  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 HV3553
 HV3553  HORZ ORDER  -  SECOND
 HV3553  VERT ORDER  -  SECOND    CLASS 0
 HV3553
 HV3553.The horizontal coordinates were established by classical geodetic methods
 HV3553.and adjusted by the National Geodetic Survey in November 1994..
 HV3553
 HV3553.The orthometric height was determined by differential leveling
 HV3553.and adjusted by the National Geodetic Survey in June 1991..
 HV3553
 HV3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV3553
 HV3553.The geoid height was determined by GEOID03.
 HV3553
 HV3553.The dynamic height is computed by dividing the NAVD 88
 HV3553.geopotential number by the normal gravity value computed on the
 HV3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3553.degrees latitude (g = 980.6199 gals.).
 HV3553
 HV3553.The modeled gravity was interpolated from observed gravity values.
 HV3553
 HV3553;                    North         East     Units Scale Factor Converg.
 HV3553;SPC VA N     - 2,134,338.692 3,552,404.115   MT  0.99995849   +0 22 36.9
 HV3553;SPC VA N     - 7,002,409.53 11,654,845.83   sFT  0.99995849   +0 22 36.9
 HV3553;UTM  18      - 4,306,933.803   248,760.694   MT  1.00037734   -1 49 07.0
 HV3553
 HV3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV3553!SPC VA N     -   0.99997238  x   0.99995849  =   0.99993087
 HV3553!UTM  18      -   0.99997238  x   1.00037734  =   1.00034970
 HV3553
 HV3553|---------------------------------------------------------------------|
 HV3553| PID    Reference Object                     Distance      Geod. Az  |
 HV3553|                                                           dddmmss.s |
 HV3553| HV3552 DOVE RM 1                             9.722 METERS 08857     |
 HV3553| HV5624 MARSHALL MADDUX CO ELEVATOR         APPROX. 4.1 KM 1020816.3 |
 HV3553| HV7774 DOVE AZ MK                                         1392725.1 |
 HV3553| HV3554 DOVE RM 2                             7.665 METERS 19311     |
 HV3553|---------------------------------------------------------------------|
 HV3553
 HV3553                          SUPERSEDED SURVEY CONTROL
 HV3553
 HV3553  NAD 83(1986)-  38 52 31.34291(N)    077 53 45.91411(W) AD(       ) 2
 HV3553  NAD 27      -  38 52 30.93703(N)    077 53 46.93101(W) AD(       ) 2
 HV3553  NGVD 29 (??/??/??)  209.011  (m)          685.73   (f) ADJUSTED    2 0
 HV3553
 HV3553.Superseded values are not recommended for survey control.
 HV3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3553.See file dsdata.txt to determine how the superseded data were derived.
 HV3553
 HV3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ4876106934(NAD 83)
 HV3553_MARKER: DS = TRIANGULATION STATION DISK
 HV3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3553_STAMPING: DOVE 1959
 HV3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3553+STABILITY: SURFACE MOTION
 HV3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3553+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2002
 HV3553
 HV3553  HISTORY     - Date     Condition        Report By
 HV3553  HISTORY     - 1959     MONUMENTED       CGS
 HV3553  HISTORY     - 1960     GOOD             CGS
 HV3553  HISTORY     - 20020214 GOOD             DEWDAV
 HV3553
 HV3553                          STATION DESCRIPTION
 HV3553
 HV3553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV3553'STATION IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST OF MARSHALL.
 HV3553'ABOUT 3.0 MILES SOUTH-SOUTHEAST OF DELAPLANE AND ON THE
 HV3553'PROPERTY OF MRS. A.B. HUNTS.
 HV3553'
 HV3553'STATION, STAMPED DOVE 1959.  PROJECTS ABOUT 3 INCHES.  IT
 HV3553'IS 3.6 FEET EAST OF A STANDARD METAL WITNESS POST.  18.0
 HV3553'FEET WEST OF THE CENTERLINE OF THE ROAD.  34.0 FEET WEST-SOUTHWEST
 HV3553'OF POWERLINE POLE 3 AND 8.0 FEET NORTH OF A TRIANGULAR BLAZED
 HV3553'OAK TREE.
 HV3553'
 HV3553'R.M. 1, STAMPED DOVE NO 1 1959.  PROJECTS ABOUT 4 INCHES.
 HV3553'IT IS 35.0 FEET EAST OF A STANDARD METAL WITNESS POST.  15.0
 HV3553'FEET EAST OF THE CENTERLINE OF THE ROAD.  2.2 FEET WEST OF
 HV3553'POWERLINE POLE 3.  1.0 FOOT WEST OF THE FENCE AND ABOUT
 HV3553'THE SAME ELEVATION AS THE STATION.
 HV3553'
 HV3553'R.M. 2, STAMPED DOVE NO 2 1959.  PROJECTS ABOUT 4 INCHES.
 HV3553'IT IS 47.0 FEET SOUTHWEST OF POWERLINE POLE 3.  25.6 FEET
 HV3553'SOUTH OF A STANDARD METAL WITNESS POST.  20.0 FEET WEST
 HV3553'OF THE CENTERLINE OF THE ROAD AND ABOUT 1.0 FOOT ABOVE THE
 HV3553'ELEVATION OF THE STATION.
 HV3553'
 HV3553'AZIMUTH MARK, STAMPED DOVE 1959.  CEMENTED IN A DRILL HOLE
 HV3553'IN A LARGE OUTCROPPING BEDROCK.  IT IS 110 PACES EAST OF
 HV3553'THE FENCE AND A STANDARD METAL WITNESS POST.
 HV3553'
 HV3553'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MARSHALL,
 HV3553'GO WESTERLY ON STATE HIGHWAYS 17 AND 55 FOR 2.45 MILES TO
 HV3553'A SIDE ROAD ON THE RIGHT.  TURN RIGHT, GO NORTH ON GRAVEL
 HV3553'ROAD FOR 0.1 MILE TO POWERLINE POLE 3 ON THE RIGHT AND THE
 HV3553'STATION SITE ON THE LEFT.
 HV3553'
 HV3553'TO REACH THE AZIMUTH MARK FROM THE U.S. POST OFFICE IN MARSHALL.
 HV3553'GO WESTERLY ON STATE HIGHWAYS 17 AND 55 FOR 2.3 MILES TO THE
 HV3553'AZIMUTH MARK ON THE LEFT.  EAST SIDE OF THE ROAD.
 HV3553'
 HV3553'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV3553
 HV3553                          STATION RECOVERY (1960)
 HV3553
 HV3553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV3553'2.6 MI NW FROM MARSHALL.
 HV3553'ABOUT 2.45 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 55
 HV3553'FROM THE POST OFFICE AT MARSHALL, THENCE ABOUT 0.1 MILE NORTH
 HV3553'ALONG A GRAVEL ROAD, 17 1/2 FEET WEST OF THE CENTER LINE OF
 HV3553'ROAD, 34 1/2 FEET WEST AND ACROSS THE ROAD FROM POWER LINE POLE
 HV3553'NO. 3, 8 FEET SOUTH OF A 24-INCH OAK TREE WITH A TRIANGULATION
 HV3553'BLAZE, 31.9 FEET WEST OF AND ACROSS THE ROAD FROM RM 1, 25.2 FEET
 HV3553'NORTH OF RM 2, 3 1/2 FEET EAST OF A STEEL WITNESS POST, ABOUT
 HV3553'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 HV3553'CONCRETE POST PROJECTING 3 INCHES.
 HV3553
 HV3553                          STATION RECOVERY (2002)
 HV3553
 HV3553'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 HV3553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3408 ***********************************************************************
 HW3408  DESIGNATION -  DOVE
 HW3408  PID         -  HW3408
 HW3408  STATE/COUNTY-  VA/SHENANDOAH
 HW3408  USGS QUAD   -  NEW MARKET (1994)
 HW3408
 HW3408                         *CURRENT SURVEY CONTROL
 HW3408  ___________________________________________________________________
 HW3408* NAD 83(1993)-  38 39 59.54170(N)    078 41 40.18646(W)     ADJUSTED  
 HW3408* NAVD 88     -       333.25   (+/-2cm)    1093.3    (feet)  VERTCON   
 HW3408  ___________________________________________________________________
 HW3408  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HW3408  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HW3408
 HW3408  HORZ ORDER  -  SECOND
 HW3408  VERT ORDER  -  THIRD ? (See Below)
 HW3408
 HW3408.The horizontal coordinates were established by classical geodetic methods
 HW3408.and adjusted by the National Geodetic Survey in November 1994..
 HW3408
 HW3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3408.The vertical order pertains to the NGVD 29 superseded value.
 HW3408
 HW3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3408
 HW3408.The geoid height was determined by GEOID03.
 HW3408
 HW3408;                    North         East     Units Scale Factor Converg.
 HW3408;SPC VA N     - 2,111,002.518 3,483,073.573   MT  0.99994875   -0 07 17.0
 HW3408;SPC VA N     - 6,925,847.43 11,427,383.88   sFT  0.99994875   -0 07 17.0
 HW3408;UTM  17      - 4,282,295.307   700,583.272   MT  1.00009548   +1 26 27.3
 HW3408
 HW3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3408!SPC VA N     -   0.99995284  x   0.99994875  =   0.99990159
 HW3408!UTM  17      -   0.99995284  x   1.00009548  =   1.00004832
 HW3408
 HW3408:                Primary Azimuth Mark                     Grid Az
 HW3408:SPC VA N     -  DOVE AZ MK                               089 21 23.4
 HW3408:UTM  17      -  DOVE AZ MK                               087 47 39.1
 HW3408
 HW3408|---------------------------------------------------------------------|
 HW3408| PID    Reference Object                     Distance      Geod. Az  |
 HW3408|                                                           dddmmss.s |
 HW3408| DC3275 DOVE AZ MK                                         0891406.4 |
 HW3408| DC3276 DOVE RM 1                            12.707 METERS 12711     |
 HW3408| HW3404 BIG MOUNTAIN TV STA WSVA MAST       APPROX. 9.0 KM 1431851.0 |
 HW3408| DC3277 DOVE RM 2                            13.886 METERS 22512     |
 HW3408|---------------------------------------------------------------------|
 HW3408
 HW3408                          SUPERSEDED SURVEY CONTROL
 HW3408
 HW3408  NAD 83(1986)-  38 39 59.54234(N)    078 41 40.19249(W) AD(       ) 2
 HW3408  NAD 27      -  38 39 59.12546(N)    078 41 41.12387(W) AD(       ) 2
 HW3408  NGVD 29 (07/19/86)  333.40   (m)         1093.8    (f) LEVELING    3  
 HW3408
 HW3408.Superseded values are not recommended for survey control.
 HW3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3408.See file dsdata.txt to determine how the superseded data were derived.
 HW3408
 HW3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0058382295(NAD 83)
 HW3408_MARKER: DS = TRIANGULATION STATION DISK
 HW3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3408
 HW3408  HISTORY     - Date     Condition        Report By
 HW3408  HISTORY     - 1957     MONUMENTED       CGS
 HW3408  HISTORY     - 1965     GOOD             CGS
 HW3408
 HW3408                          STATION DESCRIPTION
 HW3408
 HW3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3408'THE STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHWEST OF MOUNT
 HW3408'JACKSON AND 2 MILES NORTH NORTHWEST OF NEW MARKET.  IT IS 273 FEET
 HW3408'NORTHEAST OF SILO, 197 FEET NORTHEAST OF SHED, 100 FEET NORTH
 HW3408'OF A TRIANGULAR BLAZED TREE AND 26 FEET EAST OF AN APPLE TREE.
 HW3408'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HW3408'DOVE 1957.
 HW3408'
 HW3408'REFERENCE MARK NO. 1 IS 79 FEET NORTH NORTHEAST OF A TRIANGULAR
 HW3408'BLAZED TREE AND IS 2 FEET LOWER IN ELEVATION THEN THE STATION
 HW3408'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 HW3408'IS STAMPED DOVE NO 1 1957.
 HW3408'
 HW3408'REFERENCE MARK NO. 2 IS 79 FEET NORTHWEST OF A TRIANGULAR
 HW3408'BLAZED TREE AND THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION THEN THE
 HW3408'STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND
 HW3408'THE DISK IS STAMPED DOVE NO 2 1957.
 HW3408'
 HW3408'AZIMUTH MARK IS 17 FEET SOUTH OF A FENCE, 29 FEET SOUTH OF
 HW3408'THE CENTER LINE OF GRAVEL ROAD AND 107 FEET EAST OF A TELEPHONE
 HW3408'POLE.  THE DISK IS SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 HW3408'ABOUT 8 INCHES AND IS STAMPED DOVE 1957.
 HW3408'
 HW3408'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND STATE
 HW3408'HIGHWAY 260 IN NEW MARKET, GO WEST ON STATE HIGHWAY 260
 HW3408'FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR
 HW3408'0.4 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING BRIDGE.
 HW3408'TURN RIGHT AND GO NORTHERLY FOR 0.1 MILE TO FORK.  KEEP
 HW3408'RIGHT FORK AND GO NORTHWESTERLY FOR 0.9 MILE TO FORK.
 HW3408'TAKE RIGHT FORK ON MAIN TRAVEL ROAD AND GO NORTHWESTERLY
 HW3408'FOR 0.4 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE STRAIGHT
 HW3408'AHEAD FOR 0.2 MILE TO THE ST MARTINS LUTHERN CHURCH ON
 HW3408'LEFT.  TURN LEFT ON TRACK ROAD ON THE WEST SIDE OF CHURCH
 HW3408'PASSING THROUGH GATE AND GO SOUTHWESTERLY UP STEEP HILL
 HW3408'FOR 0.25 MILE TO TOP OF HILL AND STATION ON THE MOST
 HW3408'EASTERLY SIDE OF HILL.
 HW3408'
 HW3408'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3408
 HW3408                          STATION RECOVERY (1965)
 HW3408
 HW3408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3408'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HW3408'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7774 ***********************************************************************
 HV7774  DESIGNATION -  DOVE AZ MK
 HV7774  PID         -  HV7774
 HV7774  STATE/COUNTY-  VA/FAUQUIER
 HV7774  USGS QUAD   -  ORLEAN (1983)
 HV7774
 HV7774                         *CURRENT SURVEY CONTROL
 HV7774  ___________________________________________________________________
 HV7774* NAD 83(1986)-  38 52 23.     (N)    077 53 37.     (W)     SCALED    
 HV7774* NAVD 88     -       206.235  (meters)     676.62   (feet)  ADJUSTED  
 HV7774  ___________________________________________________________________
 HV7774  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HV7774  DYNAMIC HT  -         206.107 (meters)     676.20  (feet)  COMP
 HV7774  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 HV7774
 HV7774  VERT ORDER  -  SECOND    CLASS 0
 HV7774
 HV7774.The horizontal coordinates were scaled from a topographic map and have
 HV7774.an estimated accuracy of +/- 6 seconds.
 HV7774
 HV7774.The orthometric height was determined by differential leveling
 HV7774.and adjusted by the National Geodetic Survey in June 1991..
 HV7774
 HV7774.The geoid height was determined by GEOID03.
 HV7774
 HV7774.The dynamic height is computed by dividing the NAVD 88
 HV7774.geopotential number by the normal gravity value computed on the
 HV7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7774.degrees latitude (g = 980.6199 gals.).
 HV7774
 HV7774.The modeled gravity was interpolated from observed gravity values.
 HV7774
 HV7774;                    North         East    Units  Estimated Accuracy
 HV7774;SPC VA N     - 2,134,080.    3,552,620.      MT  (+/- 180 meters Scaled)
 HV7774
 HV7774                          SUPERSEDED SURVEY CONTROL
 HV7774
 HV7774  NGVD 29 (??/??/??)  206.443  (m)          677.31   (f) ADJUSTED    2 0
 HV7774
 HV7774.Superseded values are not recommended for survey control.
 HV7774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7774.See file dsdata.txt to determine how the superseded data were derived.
 HV7774
 HV7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ489066(NAD 83)
 HV7774_MARKER: DZ = AZIMUTH MARK DISK
 HV7774_SETTING: 66 = SET IN ROCK OUTCROP
 HV7774_SP_SET: ROCK OUTCROP
 HV7774_STAMPING: DOVE 1959
 HV7774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV7774+STABILITY: POSITION/ELEVATION WELL
 HV7774
 HV7774  HISTORY     - Date     Condition        Report By
 HV7774  HISTORY     - 1959     MONUMENTED       CGS
 HV7774  HISTORY     - 1960     GOOD             CGS
 HV7774
 HV7774                          STATION DESCRIPTION
 HV7774
 HV7774'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV7774'2.3 MI NW FROM MARSHALL.
 HV7774'ABOUT 2.3 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 55
 HV7774'FROM THE POST OFFICE AT MARSHALL, THENCE ABOUT 128 YARDS
 HV7774'NORTHEAST ACROSS A PASTURE, 382 1/2 FEET NORTHEAST OF THE CENTER
 HV7774'LINE OF HIGHWAY, 327 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY
 HV7774'FENCE, IN TOP AND HIGHEST PART OF THE NORTHERNMOST ONE OF TWO
 HV7774'LARGE ROCK OUTCROPS IN PASTURE, AND ABOUT 8 FEET ABOVE THE LEVEL
 HV7774'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3552 ***********************************************************************
 HV3552  DESIGNATION -  DOVE RM 1
 HV3552  PID         -  HV3552
 HV3552  STATE/COUNTY-  VA/FAUQUIER
 HV3552  USGS QUAD   -  UPPERVILLE (1983)
 HV3552
 HV3552                         *CURRENT SURVEY CONTROL
 HV3552  ___________________________________________________________________
 HV3552* NAD 83(1986)-  38 52 30.     (N)    077 53 45.     (W)     SCALED    
 HV3552* NAVD 88     -       208.645  (meters)     684.53   (feet)  ADJUSTED  
 HV3552  ___________________________________________________________________
 HV3552  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HV3552  DYNAMIC HT  -         208.515 (meters)     684.10  (feet)  COMP
 HV3552  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 HV3552
 HV3552  VERT ORDER  -  SECOND    CLASS 0
 HV3552
 HV3552.The horizontal coordinates were scaled from a topographic map and have
 HV3552.an estimated accuracy of +/- 6 seconds.
 HV3552
 HV3552.The orthometric height was determined by differential leveling
 HV3552.and adjusted by the National Geodetic Survey in June 1991..
 HV3552
 HV3552.The geoid height was determined by GEOID03.
 HV3552
 HV3552.The dynamic height is computed by dividing the NAVD 88
 HV3552.geopotential number by the normal gravity value computed on the
 HV3552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3552.degrees latitude (g = 980.6199 gals.).
 HV3552
 HV3552.The modeled gravity was interpolated from observed gravity values.
 HV3552
 HV3552;                    North         East    Units  Estimated Accuracy
 HV3552;SPC VA N     - 2,134,300.    3,552,430.      MT  (+/- 180 meters Scaled)
 HV3552
 HV3552                          SUPERSEDED SURVEY CONTROL
 HV3552
 HV3552  NGVD 29 (??/??/??)  208.853  (m)          685.21   (f) ADJUSTED    2 0
 HV3552
 HV3552.Superseded values are not recommended for survey control.
 HV3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3552.See file dsdata.txt to determine how the superseded data were derived.
 HV3552
 HV3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ487068(NAD 83)
 HV3552_MARKER: DR = REFERENCE MARK DISK
 HV3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3552_STAMPING: DOVE NO 1 1959
 HV3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3552+STABILITY: SURFACE MOTION
 HV3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3552+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2002
 HV3552
 HV3552  HISTORY     - Date     Condition        Report By
 HV3552  HISTORY     - 1959     MONUMENTED       CGS
 HV3552  HISTORY     - 1960     GOOD             CGS
 HV3552  HISTORY     - 20020214 GOOD             DEWDAV
 HV3552
 HV3552                          STATION DESCRIPTION
 HV3552
 HV3552'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3552'2.6 MI NW FROM MARSHALL.
 HV3552'31.9 FEET EAST OF AND ACROSS A GRAVEL ROAD FROM
 HV3552'TRIANGULATION-STATION DOVE, DESCRIBED, 45 FEET NORTHEAST OF AND
 HV3552'ACROSS THE ROAD FROM RM 2, 13 1/2 FEET EAST OF THE CENTER LINE
 HV3552'OF THE ROAD, 1.2 FEET WEST OF A WIRE FENCE, 2 1/2 FEET WEST OF
 HV3552'POWER LINE AND TELEPHONE POLE NO. 3, ABOUT 3 1/2 FEET ABOVE THE
 HV3552'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST.
 HV3552
 HV3552                          STATION RECOVERY (2002)
 HV3552
 HV3552'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 HV3552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3554 ***********************************************************************
 HV3554  DESIGNATION -  DOVE RM 2
 HV3554  PID         -  HV3554
 HV3554  STATE/COUNTY-  VA/FAUQUIER
 HV3554  USGS QUAD   -  UPPERVILLE (1983)
 HV3554
 HV3554                         *CURRENT SURVEY CONTROL
 HV3554  ___________________________________________________________________
 HV3554* NAD 83(1986)-  38 52 30.     (N)    077 53 45.     (W)     SCALED    
 HV3554* NAVD 88     -       209.075  (meters)     685.94   (feet)  ADJUSTED  
 HV3554  ___________________________________________________________________
 HV3554  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HV3554  DYNAMIC HT  -         208.945 (meters)     685.51  (feet)  COMP
 HV3554  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 HV3554
 HV3554  VERT ORDER  -  SECOND    CLASS 0
 HV3554
 HV3554.The horizontal coordinates were scaled from a topographic map and have
 HV3554.an estimated accuracy of +/- 6 seconds.
 HV3554
 HV3554.The orthometric height was determined by differential leveling
 HV3554.and adjusted by the National Geodetic Survey in June 1991..
 HV3554
 HV3554.The geoid height was determined by GEOID03.
 HV3554
 HV3554.The dynamic height is computed by dividing the NAVD 88
 HV3554.geopotential number by the normal gravity value computed on the
 HV3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3554.degrees latitude (g = 980.6199 gals.).
 HV3554
 HV3554.The modeled gravity was interpolated from observed gravity values.
 HV3554
 HV3554;                    North         East    Units  Estimated Accuracy
 HV3554;SPC VA N     - 2,134,300.    3,552,430.      MT  (+/- 180 meters Scaled)
 HV3554
 HV3554                          SUPERSEDED SURVEY CONTROL
 HV3554
 HV3554  NGVD 29 (??/??/??)  209.282  (m)          686.62   (f) ADJUSTED    2 0
 HV3554
 HV3554.Superseded values are not recommended for survey control.
 HV3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3554.See file dsdata.txt to determine how the superseded data were derived.
 HV3554
 HV3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ487068(NAD 83)
 HV3554_MARKER: DR = REFERENCE MARK DISK
 HV3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3554_STAMPING: DOVE NO 2 1959
 HV3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3554+STABILITY: SURFACE MOTION
 HV3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3554+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2002
 HV3554
 HV3554  HISTORY     - Date     Condition        Report By
 HV3554  HISTORY     - 1959     MONUMENTED       CGS
 HV3554  HISTORY     - 1960     GOOD             CGS
 HV3554  HISTORY     - 20020214 GOOD             DEWDAV
 HV3554
 HV3554                          STATION DESCRIPTION
 HV3554
 HV3554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3554'2.6 MI NW FROM MARSHALL.
 HV3554'25.2 FEET SOUTH OF TRIANGULATION-STATION DOVE, DESCRIBED, 45
 HV3554'FEET SOUTHWEST OF AND ACROSS A GRAVEL ROAD FROM RM 1, 19 1/2
 HV3554'FEET WEST OF THE CENTER LINE OF ROAD, 47 FEET SOUTHWEST OF AND
 HV3554'ACROSS THE ROAD FROM POWER LINE AND TELEPHONE POLE 3, ABOUT
 HV3554'4 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 HV3554'CONCRETE POST PROJECTING 3 INCHES.
 HV3554
 HV3554                          STATION RECOVERY (2002)
 HV3554
 HV3554'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 HV3554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2984 ***********************************************************************
 FX2984  DESIGNATION -  DOW
 FX2984  PID         -  FX2984
 FX2984  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2984  USGS QUAD   -  KEMPSVILLE (1986)
 FX2984
 FX2984                         *CURRENT SURVEY CONTROL
 FX2984  ___________________________________________________________________
 FX2984* NAD 83(1993)-  36 49 49.62805(N)    076 12 57.08938(W)     ADJUSTED  
 FX2984* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX2984  ___________________________________________________________________
 FX2984  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 FX2984  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FX2984
 FX2984  HORZ ORDER  -  SECOND
 FX2984
 FX2984.The horizontal coordinates were established by classical geodetic methods
 FX2984.and adjusted by the National Geodetic Survey in September 1995..
 FX2984
 FX2984.The orthometric height was scaled from a topographic map.
 FX2984
 FX2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2984
 FX2984.The geoid height was determined by GEOID03.
 FX2984
 FX2984;                    North         East     Units Scale Factor Converg.
 FX2984;SPC VA S     - 1,057,632.467 3,703,743.706   MT  0.99998903   +1 23 10.7
 FX2984;SPC VA S     - 3,469,915.85 12,151,365.81   sFT  0.99998903   +1 23 10.7
 FX2984;UTM  18      - 4,076,753.833   391,575.684   MT  0.99974483   -0 43 44.1
 FX2984
 FX2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2984!SPC VA S     -   1.00000573  x   0.99998903  =   0.99999476
 FX2984!UTM  18      -   1.00000573  x   0.99974483  =   0.99975055
 FX2984
 FX2984|---------------------------------------------------------------------|
 FX2984| PID    Reference Object                     Distance      Geod. Az  |
 FX2984|                                                           dddmmss.s |
 FX2984| FX3001 SARGENT                             282.340 METERS 01401     |
 FX2984| FX2991 LIME MILL OUTER GABLE               473.498 METERS 0500821.9 |
 FX2984| FX0368 HEID                                APPROX. 0.6 KM 0514951.7 |
 FX2984| DC8789 DOW RM 1                             34.472 METERS 08144     |
 FX2984| DC8791 DOW RM 2                                           15004     |
 FX2984| FX2983 DOUGHTY LARGE CHIMNEY                67.593 METERS 15040     |
 FX2984| DC8790 DOW RM 1 RESET                       27.302 METERS 23618     |
 FX2984| DC8793 DOW RM 3                             21.078 METERS 26149     |
 FX2984| DC8792 DOW RM 2 RESET                       10.358 METERS 29308     |
 FX2984|---------------------------------------------------------------------|
 FX2984
 FX2984                          SUPERSEDED SURVEY CONTROL
 FX2984
 FX2984  NAD 83(1986)-  36 49 49.63402(N)    076 12 57.12487(W) AD(       ) 2
 FX2984  NAD 27      -  36 49 49.09600(N)    076 12 58.34400(W) AD(       ) 2
 FX2984
 FX2984.Superseded values are not recommended for survey control.
 FX2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2984.See file dsdata.txt to determine how the superseded data were derived.
 FX2984
 FX2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9157676754(NAD 83)
 FX2984_MARKER: DS = TRIANGULATION STATION DISK
 FX2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2984
 FX2984  HISTORY     - Date     Condition        Report By
 FX2984  HISTORY     - 1913     MONUMENTED       CGS
 FX2984  HISTORY     - 1932     GOOD             CGS
 FX2984  HISTORY     - 1943     GOOD             CGS
 FX2984  HISTORY     - 1958     GOOD             LOCSUR
 FX2984  HISTORY     - 1958     GOOD             CGS
 FX2984  HISTORY     - 1959     GOOD             CGS
 FX2984  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FX2984
 FX2984                          STATION DESCRIPTION
 FX2984
 FX2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 FX2984'STATION IS ON THE LEFT BANK OF THE EASTERN BRANCH OF ELIZABETH
 FX2984'RIVER ABOUT 1 MILE ABOVE BROAD CREEK, AT THE DOUGHTYS HOME IN
 FX2984'FRONT LAWN AT TOP OF LOWER BANK.
 FX2984'
 FX2984'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES SET
 FX2984'WITH TOP ONLY 1/2 INCH ABOVE GROUND, BEARING, REINFORCED IN ITS
 FX2984'TOP, THE REGULATION BRASS DISK WITH LEGEND AND TRIANGLE FOR
 FX2984'CENTER.
 FX2984'
 FX2984'REFERENCE MARK NO. 1 IS THE LONE CEDAR 8 INCHES IN DIAMETER,
 FX2984'STANDING IN CENTER OF FRONT YARD BELOW TOP OF GENTLY RISING
 FX2984'BANK.  HEAD OF NAIL IN TRIANGLE OUT THERE IS DISTANT 34.472 METERS
 FX2984'ON LINE 127 DEG 46 MIN 36 SEC TO RIGHT OF LINE TO TRIANGULATION
 FX2984'JOHNSON.  REFERENCE MARK NO. 2 IS THE NW CORNER AT GROUND OF THE
 FX2984'CEMENT BLOCK OF THE DOUGHTYS, DISTANT 62.130 METERS ON LINE 196
 FX2984'DEG 06 MIN 09 SEC TO RIGHT OF LINE TO TRIANGULATION JOHNSON.
 FX2984'REFERENCE MARK NO. 3 IS THE NE CORNER OF BRICK FOUNDATION AT
 FX2984'THE NE CORNER OF BARN, DISTANT 21.078 METERS ON LINE 307 DEG
 FX2984'51 MIN 50 SEC TO RIGHT OF LINE TO TRIANGULATION JOHNSON.
 FX2984
 FX2984                          STATION RECOVERY (1932)
 FX2984
 FX2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2984'DESCRIPTION SATISFACTORY EXCEPT REFERENCE MARK NO. 1 NO LONGER
 FX2984'EXISTS.
 FX2984
 FX2984                          STATION RECOVERY (1943)
 FX2984
 FX2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX2984'FOUND IN GOOD CONDITION AS DESCRIBED IN 1913 AND 1932.
 FX2984
 FX2984                          STATION RECOVERY (1958)
 FX2984
 FX2984'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 FX2984'RECOVERED BY WHIT REQ AND ASSOC.
 FX2984'
 FX2984'STATION RECOVERED IN GOOD CONDITION.
 FX2984'
 FX2984'REFERENCE MARK 1 NO LONGER EXISTS.
 FX2984'
 FX2984'REFERENCE MARK 2 FOUND AS DESCRIBED.
 FX2984'
 FX2984'REFERENCE MARK 3 NO LONGER EXISTS.
 FX2984
 FX2984                          STATION RECOVERY (1958)
 FX2984
 FX2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX2984'STATION RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH THE
 FX2984'MARK APPEARS TO BE LOOSE IN THE GROUND.  THE STATION IS ON
 FX2984'THE PROPERTY OF MR. D.M. BOWMAN, 50 YARDS E OF THE NE CORNER
 FX2984'OF THE HOUSE AND 70 YARDS N OF A STEEL GATE SE OF THE HOUSE.
 FX2984'REFERENCE NO. 3 THE NE CORNER OF FOUNDATION OF BARN, THE BARN
 FX2984'HAS BEEN TAKEN AWAY, NO OTHER REFERENCE WAS FOUND.  A 3 BY 4
 FX2984'POST WAS SET AT STATION MARK.
 FX2984
 FX2984                          STATION RECOVERY (1959)
 FX2984
 FX2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX2984'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 FX2984'FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE
 FX2984'ESTABLISHED AS DESCRIBED BELOW.  A NEW DESCRIPTION FOLLOWS.
 FX2984'
 FX2984'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF NORFOLK,
 FX2984'3 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 13 (MILITARY
 FX2984'HIGHWAY) AND U.S. HIGHWAY 58 (VIRGINIA BEACH BLVD.) AND ON THE
 FX2984'SOUTH BANK OF THE EAST BRANCH OF THE ELIZABETH RIVER.  IT IS 134
 FX2984'FEET EAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 54 FEET
 FX2984'SOUTH-SOUTHWEST OF THE WATER LINE OF RIVER, 140 FEET
 FX2984'NORTH-NORTHEAST OF A LARGE PECAN TREE, 2.6 FEET WEST OF A METAL
 FX2984'WITNESS POST AND 1 FOOT EAST-SOUTHEAST OF A 4 X 4 WITNESS
 FX2984'POST THAT PROJECTS ABOUT 4 FEET.  THE DISK IS SET IN A 6 X 6
 FX2984'INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THERE
 FX2984'IS NO STAMPING ON THE DISK.
 FX2984'
 FX2984'REFERENCE MARK NO. 1 IS 65 FEET SOUTH-SOUTHWEST OF THE RIVER BANK,
 FX2984'63 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE, 1 FOOT
 FX2984'EAST-SOUTHEAST OF A TELEPHONE POLE AND IS ABOUT 3 FEET HIGHER IN
 FX2984'ELEVATION THAN THE STATION MARK.  THE MARK IS SET FLUSH WITH THE
 FX2984'GROUND AND THE DISK IS STAMPED DOW NO 1 1913 1959.
 FX2984'
 FX2984'REFERENCE MARK NO. 2 IS 46 FEET SOUTH-SOUTHWEST OF THE WATER
 FX2984'LINE, 36 FEET WEST OF A METAL WITNESS POST, 10 FEET SOUTH-SOUTHWEST
 FX2984'OF A LONE CEDAR TREE AND IS ABOUT THE SAME ELEVATION AS THE
 FX2984'STATION MARK.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 FX2984'IS STAMPED DOW NO 2 1913 1959.
 FX2984'
 FX2984'TO REACH THE STATION FROM THE OVER-PASS OF U.S. HIGHWAY 13 AND
 FX2984'U.S. HIGHWAY 58, GO SOUTHERLY ON U.S. HIGHWAY 13 FOR 2.65
 FX2984'MILES TO THE INTERSECTION OF INDIAN RIVER ROAD.  TURN RIGHT
 FX2984'ON INDIAN RIVER ROAD AND GO WESTERLY FOR 0.55 MILE TO CROSSROADS,
 FX2984'TURN RIGHT AND GO NORTHERLY ON MC DONALD ROAD FOR 0.4 MILE TO
 FX2984'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.2 MILE TO A
 FX2984'SIDE ROAD LEFT AND END OF STREET.  TURN LEFT ON DRIVE WAY AND
 FX2984'GO NORTHERLY FOR 0.3 MILE TO A BRICK HOUSE AND STATION.
 FX2984'
 FX2984'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 FX2984
 FX2984                          STATION RECOVERY (1960)
 FX2984
 FX2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2984'STATION WAS NOT RECOVERED.  A SEARCH WAS MADE AND COULD NOT
 FX2984'FIND THE DOUGHTY HOME.  THIS AREA IS NOW BUILT UP WITH NEW
 FX2984'HOMES.  THE STATION SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4525 ***********************************************************************
 GV4525  DESIGNATION -  DOW CHEMICAL COMPANY TANK
 GV4525  PID         -  GV4525
 GV4525  STATE/COUNTY-  VA/JAMES CITY
 GV4525  USGS QUAD   -  YORKTOWN (1994)
 GV4525
 GV4525                         *CURRENT SURVEY CONTROL
 GV4525  ___________________________________________________________________
 GV4525* NAD 83(1993)-  37 11 22.57460(N)    076 36 55.52904(W)     ADJUSTED  
 GV4525* NAVD 88     -                                                        
 GV4525  ___________________________________________________________________
 GV4525  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 GV4525  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 GV4525
 GV4525  HORZ ORDER  -  THIRD
 GV4525
 GV4525.The horizontal coordinates were established by classical geodetic methods
 GV4525.and adjusted by the National Geodetic Survey in September 1995..
 GV4525
 GV4525
 GV4525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4525
 GV4525.The geoid height was determined by GEOID03.
 GV4525
 GV4525;                    North         East     Units Scale Factor Converg.
 GV4525;SPC VA S     - 1,096,694.134 3,667,312.306   MT  0.99995020   +1 08 37.7
 GV4525;SPC VA S     - 3,598,070.67 12,031,840.46   sFT  0.99995020   +1 08 37.7
 GV4525;UTM  18      - 4,117,128.062   356,618.376   MT  0.99985325   -0 58 35.8
 GV4525
 GV4525                          SUPERSEDED SURVEY CONTROL
 GV4525
 GV4525  NAD 83(1986)-  37 11 22.57594(N)    076 36 55.55850(W) AD(       ) 4
 GV4525  NAD 27      -  37 11 22.04300(N)    076 36 56.72800(W) AD(       ) 3
 GV4525
 GV4525.Superseded values are not recommended for survey control.
 GV4525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4525.See file dsdata.txt to determine how the superseded data were derived.
 GV4525
 GV4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5661817128(NAD 83)
 GV4525_MARKER: 53 = ELEVATED TANK
 GV4525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4525+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 GV4525
 GV4525  HISTORY     - Date     Condition        Report By
 GV4525  HISTORY     - 1959     FIRST OBSERVED   CGS
 GV4525  HISTORY     - 1968     GOOD             CGS
 GV4525  HISTORY     - 19970110 GOOD             USPSQD
 GV4525  HISTORY     - 20030206 GOOD             USPSQD
 GV4525
 GV4525                          STATION DESCRIPTION
 GV4525
 GV4525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 GV4525'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WILLIAMSBURG,
 GV4525'18 MILES NORTHWEST OF NEWPORT NEWS, 6 MILES NORTHWEST OF
 GV4525'WARWICK AND AT THE DOW CHEMICAL COMPANY PLANT.  IT IS ABOUT
 GV4525'150 FEET HIGH, 4 LEGGED, PAINTED SILVER WITH A RED STRIPE
 GV4525'AROUND THE APPROXIMATE CENTER OF BOWEL AND IS OF STEEL STRUCTURE.
 GV4525'THE POINT INTERSECTED WAS THE LIGHT ON TOP OF TANK.
 GV4525
 GV4525                          STATION RECOVERY (1968)
 GV4525
 GV4525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV4525'STATION RECOVERED IN GOOD CONDITION.  THE RESIDENT ENGINEER
 GV4525'STATES THAT THIS IS THE SAME TANK AS DESCRIBED IN 1959 BY
 GV4525'J.C.C.
 GV4525
 GV4525                          STATION RECOVERY (1997)
 GV4525
 GV4525'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4525'RECOVERED IN GOOD CONDITION.
 GV4525
 GV4525                          STATION RECOVERY (2003)
 GV4525
 GV4525'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4525' 
 GV4525' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4730 ***********************************************************************
 GV4730  DESIGNATION -  DOWNING 1931
 GV4730  PID         -  GV4730
 GV4730  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV4730  USGS QUAD   -  LOTTSBURG (1981)
 GV4730
 GV4730                         *CURRENT SURVEY CONTROL
 GV4730  ___________________________________________________________________
 GV4730* NAD 83(1993)-  37 59 26.48950(N)    076 30 05.25433(W)     ADJUSTED  
 GV4730* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4730  ___________________________________________________________________
 GV4730  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 GV4730  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 GV4730
 GV4730  HORZ ORDER  -  THIRD
 GV4730
 GV4730.The horizontal coordinates were established by classical geodetic methods
 GV4730.and adjusted by the National Geodetic Survey in November 1994..
 GV4730
 GV4730.The orthometric height was scaled from a topographic map.
 GV4730
 GV4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4730
 GV4730.The geoid height was determined by GEOID03.
 GV4730
 GV4730;                    North         East     Units Scale Factor Converg.
 GV4730;SPC VA S     - 1,185,790.528 3,675,546.585   MT  1.00000447   +1 12 46.7
 GV4730;SPC VA S     - 3,890,381.09 12,058,855.75   sFT  1.00000447   +1 12 46.7
 GV4730;SPC VA N     - 2,037,877.033 3,675,546.416   MT  1.00000780   +1 14 50.4
 GV4730;SPC VA N     - 6,685,934.90 12,058,855.20   sFT  1.00000780   +1 14 50.4
 GV4730;UTM  18      - 4,205,845.710   368,155.510   MT  0.99981409   -0 55 27.6
 GV4730
 GV4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4730!SPC VA S     -   1.00000549  x   1.00000447  =   1.00000996
 GV4730!SPC VA N     -   1.00000549  x   1.00000780  =   1.00001329
 GV4730!UTM  18      -   1.00000549  x   0.99981409  =   0.99981958
 GV4730
 GV4730|---------------------------------------------------------------------|
 GV4730| PID    Reference Object                     Distance      Geod. Az  |
 GV4730|                                                           dddmmss.s |
 GV4730| GV3826 CEDAR 1931                          265.708 METERS 07555     |
 GV4730| GV3836 GLEBE D 1931                        471.434 METERS 0864556.7 |
 GV4730| GV3834 GLEBE A 1931                        459.998 METERS 1224550.3 |
 GV4730| GV4731 GLEBE C 1931                        426.889 METERS 1600210.9 |
 GV4730|---------------------------------------------------------------------|
 GV4730
 GV4730                          SUPERSEDED SURVEY CONTROL
 GV4730
 GV4730  NAD 83(1993)-  37 59 26.48771(N)    076 30 05.25713(W) AD(       ) 3
 GV4730  NAD 83(1986)-  37 59 26.49068(N)    076 30 05.27000(W) AD(       ) 3
 GV4730  NAD 27      -  37 59 26.00200(N)    076 30 06.43500(W) AD(       ) 3
 GV4730
 GV4730.Superseded values are not recommended for survey control.
 GV4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4730.See file dsdata.txt to determine how the superseded data were derived.
 GV4730
 GV4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH6815605846(NAD 83)
 GV4730_MARKER: Z = SEE DESCRIPTION
 GV4730_SETTING: 0 = UNSPECIFIED SETTING
 GV4730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4730
 GV4730  HISTORY     - Date     Condition        Report By
 GV4730  HISTORY     - 1931     MONUMENTED       VACF
 GV4730  HISTORY     - 1943     GOOD             CGS
 GV4730  HISTORY     - 1952     GOOD             CGS
 GV4730  HISTORY     - 1957     GOOD             CGS
 GV4730  HISTORY     - 1959     GOOD             CGS
 GV4730  HISTORY     - 20021115 POOR             USPSQD
 GV4730
 GV4730                          STATION DESCRIPTION
 GV4730
 GV4730'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV4730'STATION IS ON THE POINT OF THE HIGH LAND OF THE DOWNING FARM,
 GV4730'A LARGE OAK STANDS AT THE EDGE OF LOW BLUFF JUST N OF THE
 GV4730'STATION.  MARKED BY 4-FOOT LENGTH OF GALVANIZED-IRON PIPE
 GV4730'SURROUNDED BY BLOCK OF CONCRETE BELOW THE SURFACE OF THE GROUND.
 GV4730'
 GV4730'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV4730
 GV4730                          STATION RECOVERY (1943)
 GV4730
 GV4730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV4730'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GV4730'OROGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV4730
 GV4730                          STATION RECOVERY (1952)
 GV4730
 GV4730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DFR)
 GV4730'STATION PIPE WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 GV4730'GOOD CONDITON.
 GV4730
 GV4730                          STATION RECOVERY (1957)
 GV4730
 GV4730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 GV4730'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GV4730'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING
 GV4730'ADDITIONS--
 GV4730'
 GV4730'THE LARGE OAK TREE MENTIONED IS NOW ONLY A 10 FOOT STUMP.
 GV4730'THE STATION IS 170.8 FEET NORTHEAST OF A SMALL BRICK INCINERATOR,
 GV4730'47.0 FEET NORTHEAST OF A 6 INCH APPLE TREE AND 10.0 FEET SOUTHWEST
 GV4730'OF A LARGE OAK STUMP.  THE PIPE PROJECTS 1 INCH ABOVE THE GROUND.
 GV4730
 GV4730                          STATION RECOVERY (1959)
 GV4730
 GV4730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GFW)
 GV4730'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 GV4730'IS CORRECT AND ADEQUATE AND COMPLETE WITH THE FOLLOWING
 GV4730'ADDITION.
 GV4730'
 GV4730'THE MARK IS 89.5 FEET N. OF A FENCE.
 GV4730
 GV4730                          STATION RECOVERY (2002)
 GV4730
 GV4730'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV4730'BANK IS ERODING AND STATION IS LEANING TOWARD CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4737 ***********************************************************************
 GV4737  DESIGNATION -  DOWNINGS
 GV4737  PID         -  GV4737
 GV4737  STATE/COUNTY-  VA/RICHMOND
 GV4737  USGS QUAD   -  LIVELY (1992)
 GV4737
 GV4737                         *CURRENT SURVEY CONTROL
 GV4737  ___________________________________________________________________
 GV4737* NAD 83(1993)-  37 50 40.92754(N)    076 37 23.75729(W)     ADJUSTED  
 GV4737* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 GV4737  ___________________________________________________________________
 GV4737  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV4737  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV4737
 GV4737  HORZ ORDER  -  FIRST
 GV4737
 GV4737.The horizontal coordinates were established by classical geodetic methods
 GV4737.and adjusted by the National Geodetic Survey in November 1994..
 GV4737
 GV4737.The orthometric height was scaled from a topographic map.
 GV4737
 GV4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4737
 GV4737.The geoid height was determined by GEOID03.
 GV4737
 GV4737;                    North         East     Units Scale Factor Converg.
 GV4737;SPC VA S     - 1,169,370.177 3,665,170.998   MT  0.99998002   +1 08 20.5
 GV4737;SPC VA S     - 3,836,508.66 12,024,815.18   sFT  0.99998002   +1 08 20.5
 GV4737;UTM  18      - 4,189,826.082   357,176.799   MT  0.99985124   -0 59 45.9
 GV4737
 GV4737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4737!SPC VA S     -   0.99999935  x   0.99998002  =   0.99997937
 GV4737!UTM  18      -   0.99999935  x   0.99985124  =   0.99985059
 GV4737
 GV4737:                Primary Azimuth Mark                     Grid Az
 GV4737:SPC VA S     -  DOWNINGS AZ MK                           105 10 14.0
 GV4737:UTM  18      -  DOWNINGS AZ MK                           107 18 20.4
 GV4737
 GV4737|---------------------------------------------------------------------|
 GV4737| PID    Reference Object                     Distance      Geod. Az  |
 GV4737|                                                           dddmmss.s |
 GV4737| GV4738 DOWNINGS AZ MK                      APPROX. 0.6 KM 1061834.5 |
 GV4737| DC9199 DOWNINGS RM 3 RESET                  21.784 METERS 12045     |
 GV4737| GV4735 126 ELEV                             33.382 METERS 15424     |
 GV4737| GV4740 WASHINGTON NORFOLK AWY BCN 6        APPROX.11.0 KM 1554228.9 |
 GV4737| GV4734 126 ELEV RESET                       15.027 METERS 15611     |
 GV4737| DC9197 DOWNINGS RM 1                        35.808 METERS 15717     |
 GV4737| DC9198 DOWNINGS RM 2                        38.277 METERS 24953     |
 GV4737|---------------------------------------------------------------------|
 GV4737
 GV4737                          SUPERSEDED SURVEY CONTROL
 GV4737
 GV4737  NAD 83(1993)-  37 50 40.92704(N)    076 37 23.77160(W) AD(       ) 1
 GV4737  NAD 83(1986)-  37 50 40.92772(N)    076 37 23.77406(W) AD(       ) 1
 GV4737  NAD 27      -  37 50 40.42900(N)    076 37 24.92900(W) AD(       ) 1
 GV4737
 GV4737.Superseded values are not recommended for survey control.
 GV4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4737.See file dsdata.txt to determine how the superseded data were derived.
 GV4737
 GV4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5717789826(NAD 83)
 GV4737_MARKER: DS = TRIANGULATION STATION DISK
 GV4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4737
 GV4737  HISTORY     - Date     Condition        Report By
 GV4737  HISTORY     - 1942     MONUMENTED       CGS
 GV4737  HISTORY     - 1943     GOOD             CGS
 GV4737  HISTORY     - 1945     SEE DESCRIPTION  CGS
 GV4737  HISTORY     - 19940307 POOR             USPSQD
 GV4737  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV4737  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV4737
 GV4737                          STATION DESCRIPTION
 GV4737
 GV4737'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4737'STATION IS IN THE SETTLEMENT OF DOWNINGS ABOUT 3 MILES S OF THE
 GV4737'VILLAGE OF FARNHAM.  IT IS 70 FEET N OF THE CENTER OF COUNTY
 GV4737'HIGHWAY 608, 55 FEET E OF THE CENTER OF A DIRT ROAD LEADING N,
 GV4737'22 FEET N OF A POWER LINE POLE, ABOUT 65 YARDS E OF A CHURCH, AND
 GV4737'105 FEET NNW OF THE GENERAL STORE.  MARK IS STAMPED DOWNINGS
 GV4737'1942 AND PROJECTS 8 INCHES.
 GV4737'
 GV4737'SURFACE, UNDERGROUND, REFERENCE NO. 2 AND THE AZIMUTH MARK ARE
 GV4737'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 GV4737'7A, AND 11A.
 GV4737'
 GV4737'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DOWNINGS NO. 1
 GV4737'1942, SET FLUSH IN THE TOP AND S END OF THE SECOND CONCRETE STEP
 GV4737'AT THE W ENTRANCE OF THE GENERAL STORE.  IT IS 24 FEET E OF THE
 GV4737'CENTER OF HIGHWAY 607, 42 FEET S OF THE CENTER OF COUNTY
 GV4737'HIGHWAY 608.
 GV4737'
 GV4737'REFERENCE MARK NO. 2 IS IN THE CHURCH YARD, 20 FEET N OF THE
 GV4737'CENTER OF COUNTY HIGHWAY 608, 69 FEET W OF THE CENTER OF A DIRT
 GV4737'ROAD LEADING N AND 94 FEET ESE OF THE CHURCH DOOR.  MARK IS
 GV4737'STAMPED DOWNINGS NO. 2 1942 AND PROJECTS 1 FOOT.
 GV4737'
 GV4737'AZIMUTH MARK IS IN THE NE ANGLE OF THE JUNCTION OF COUNTY HIGHWAYS
 GV4737'606 AND 608, 2 FEET N OF A POWER LINE POLE, 26 FEET S OF THE
 GV4737'CENTER OF COUNTY HIGHWAY 608 AND 42 FEET E OF THE CENTER OF COUNTY
 GV4737'HIGHWAY 606.  MARK IS STAMPED DOWNINGS 1942, IS FLUSH WITH THE
 GV4737'SURFACE OF THE GROUND, AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 GV4737'WOODEN POST PROJECTING 2-1/2 FEET.
 GV4737'
 GV4737'A TRAVERSE CONNECTION WAS MADE TO U.S. GEOLOGICAL SURVEY BENCH
 GV4737'MARK 1916.  IT IS A STANDARD U.S.G.S. BENCH MARK CAP ON TOP OF AN
 GV4737'IRON PIPE PROJECTING 8 INCHES, AT NE CORNER OF THE STEPS AT THE
 GV4737'W ENTRANCE OF THE GENERAL STORE, 32 FEET S OF THE CENTER OF COUNTY
 GV4737'HIGHWAY 608, 25 FEET E OF THE CENTER OF HIGHWAY 607 AND IS
 GV4737'STAMPED 1916 126 FEET.
 GV4737'
 GV4737'TO REACH THE STATION FROM THE BRICK CHURCH IN FARNHAM, GO S ON
 GV4737'STATE HIGHWAY 3 FOR 2.75 MILES TO PAVED COUNTY HIGHWAY 608, RIGHT,
 GV4737'TURN RIGHT AND FOLLOW HIGHWAY WESTERLY FOR 0.9 MILE TO JUNCTION
 GV4737'WITH COUNTY HIGHWAY 606 (AZIMUTH MARK IS AT THIS JUNCTION),
 GV4737'CONTINUE WESTERLY ON COUNTY HIGHWAY 608 FOR 0.4 MILE TO THE
 GV4737'SETTLEMENT OF DOWNINGS AND THE STATION.
 GV4737'
 GV4737'A 77-FOOT TOWER IS NEEDED TO SEE ALL LINES FROM THIS STATION.
 GV4737'
 GV4737'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GV4737
 GV4737                          STATION RECOVERY (1943)
 GV4737
 GV4737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV4737'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  THE REFERENCE
 GV4737'MARKS AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED, IN GOOD
 GV4737'CONDITION.  REFERENCE MARKS WERE MEASURED AND FOUND TO CHECK WITH
 GV4737'THE ORIGINAL MEASUREMENTS.
 GV4737
 GV4737                          STATION RECOVERY (1945)
 GV4737
 GV4737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HRC)
 GV4737'REFERENCE MARK 1 WAS DESTROYED, THE DISK RETURNED TO THE
 GV4737'WASHINGTON OFFICE, AND B.M. (U.S.G.S.) WAS MOVED.  A NEW
 GV4737'REFERENCE MARK, REFERENCE MARK 3, WAS SET.
 GV4737'
 GV4737'REFERENCE MARK 3 IS DIRECTLY N OF THE POST OFFICE IN DOWNINGS.
 GV4737'IT IS 24.0 FEET N OF STATE ROAD 608, AND 8.0 FEET W OF A CHICKEN
 GV4737'COOP.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED R.M. 3 RESET
 GV4737'1945, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 GV4737'ABOVE THE GROUND.
 GV4737'
 GV4737'R.M. (U.S.G.S.) WAS MOVED 60.3 FEET FROM ITS ORIGINAL POSITION.
 GV4737'IT IS 21.7 FEET N OF STATE ROAD 608, 27.0 FEET S OF POWER POLE,
 GV4737'6.8 FEET SW OF TELEPHONE POLE, AND 2 FEET W OF A WHITE REFERENCE
 GV4737'POST.  IT IS A STANDARD BENCH-MARK DISK, STAMPED 1916 RESET
 GV4737'1945, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 GV4737'THE GROUND.
 GV4737
 GV4737                          STATION RECOVERY (1994)
 GV4737
 GV4737'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4737'MARK RECOVERED IN POOR CONDITION.
 GV4737
 GV4737                          STATION RECOVERY (1999)
 GV4737
 GV4737'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4737'MARK NOT FOUND.
 GV4737
 GV4737                          STATION RECOVERY (2003)
 GV4737
 GV4737'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4737'STATION NOT FOUND, RM1 AND AZ NOT FOUND,THE RM 3 THAT IS REFERENCED IS
 GV4737'ACTUALLY RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4738 ***********************************************************************
 GV4738  DESIGNATION -  DOWNINGS AZ MK
 GV4738  PID         -  GV4738
 GV4738  STATE/COUNTY-  VA/RICHMOND
 GV4738  USGS QUAD   -  LIVELY (1992)
 GV4738
 GV4738                         *CURRENT SURVEY CONTROL
 GV4738  ___________________________________________________________________
 GV4738* NAD 83(1993)-  37 50 35.47081(N)    076 37 00.24346(W)     ADJUSTED  
 GV4738* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 GV4738  ___________________________________________________________________
 GV4738  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 GV4738  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 GV4738
 GV4738  HORZ ORDER  -  FIRST
 GV4738
 GV4738.The horizontal coordinates were established by classical geodetic methods
 GV4738.and adjusted by the National Geodetic Survey in November 1994..
 GV4738
 GV4738.The orthometric height was scaled from a topographic map.
 GV4738
 GV4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4738
 GV4738.The geoid height was determined by GEOID03.
 GV4738
 GV4738;                    North         East     Units Scale Factor Converg.
 GV4738;SPC VA S     - 1,169,213.422 3,665,749.124   MT  0.99997980   +1 08 34.8
 GV4738;SPC VA S     - 3,835,994.37 12,026,711.92   sFT  0.99997980   +1 08 34.8
 GV4738;UTM  18      - 4,189,647.921   357,748.610   MT  0.99984924   -0 59 31.3
 GV4738
 GV4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4738!SPC VA S     -   1.00000045  x   0.99997980  =   0.99998025
 GV4738!UTM  18      -   1.00000045  x   0.99984924  =   0.99984969
 GV4738
 GV4738                          SUPERSEDED SURVEY CONTROL
 GV4738
 GV4738  NAD 83(1993)-  37 50 35.47024(N)    076 37 00.25779(W) AD(       ) 1
 GV4738  NAD 83(1986)-  37 50 35.47097(N)    076 37 00.26023(W) AD(       ) 1
 GV4738  NAD 27      -  37 50 34.97400(N)    076 37 01.41400(W) AD(       ) 1
 GV4738
 GV4738.Superseded values are not recommended for survey control.
 GV4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4738.See file dsdata.txt to determine how the superseded data were derived.
 GV4738
 GV4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5774989648(NAD 83)
 GV4738_MARKER: DZ = AZIMUTH MARK DISK
 GV4738_SETTING: 0 = UNSPECIFIED SETTING
 GV4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV4738+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV4738
 GV4738  HISTORY     - Date     Condition        Report By
 GV4738  HISTORY     - 1944     MONUMENTED       CGS
 GV4738  HISTORY     - 19940307 GOOD             USPSQD
 GV4738  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV4738  HISTORY     - 20031028 GOOD             USPSQD
 GV4738  HISTORY     - 20051130 GOOD             USPSQD
 GV4738
 GV4738                          STATION DESCRIPTION
 GV4738
 GV4738'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 GV4738'AZIMUTH MARK IS IN THE NE ANGLE OF THE JUNCTION OF COUNTY HIGHWAYS
 GV4738'606 AND 608, 2 FEET N OF A POWER LINE POLE, 26 FEET S OF THE
 GV4738'CENTER OF COUNTY HIGHWAY 608 AND 42 FEET E OF THE CENTER OF COUNTY
 GV4738'HIGHWAY 606.  MARK IS STAMPED DOWNINGS 1942, IS FLUSH WITH THE
 GV4738'SURFACE OF THE GROUND, AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 GV4738'WOODEN POST PROJECTING 2-1/2 FEET.
 GV4738
 GV4738                          STATION RECOVERY (1994)
 GV4738
 GV4738'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4738'RECOVERED IN GOOD CONDITION.
 GV4738
 GV4738                          STATION RECOVERY (1999)
 GV4738
 GV4738'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4738'MARK NOT FOUND.
 GV4738
 GV4738                          STATION RECOVERY (2003)
 GV4738
 GV4738'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4738'RECOVERED IN GOOD CONDITION.
 GV4738
 GV4738                          STATION RECOVERY (2005)
 GV4738
 GV4738'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4738'MARK IS 5FT WEST OF POWER POLE T487-81R-414.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5145 ***********************************************************************
 GV5145  DESIGNATION -  DR GREGORYS HOUSE EAST CHIMNEY
 GV5145  PID         -  GV5145
 GV5145  STATE/COUNTY-  VA/NEW KENT
 GV5145  USGS QUAD   -  TUNSTALL (1984)
 GV5145
 GV5145                         *CURRENT SURVEY CONTROL
 GV5145  ___________________________________________________________________
 GV5145* NAD 83(1993)-  37 35 38.30936(N)    077 04 34.20753(W)     ADJUSTED  
 GV5145* NAVD 88     -                                                        
 GV5145  ___________________________________________________________________
 GV5145  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 GV5145  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 GV5145
 GV5145  HORZ ORDER  -  THIRD
 GV5145
 GV5145.The horizontal coordinates were established by classical geodetic methods
 GV5145.and adjusted by the National Geodetic Survey in November 1994..
 GV5145
 GV5145
 GV5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5145
 GV5145.The geoid height was determined by GEOID03.
 GV5145
 GV5145;                    North         East     Units Scale Factor Converg.
 GV5145;SPC VA S     - 1,140,848.994 3,625,734.301   MT  0.99995319   +0 51 51.0
 GV5145;SPC VA S     - 3,742,935.41 11,895,429.95   sFT  0.99995319   +0 51 51.0
 GV5145;UTM  18      - 4,162,793.697   316,707.166   MT  1.00001383   -1 16 01.0
 GV5145
 GV5145                          SUPERSEDED SURVEY CONTROL
 GV5145
 GV5145  NAD 83(1986)-  37 35 38.31063(N)    077 04 34.22485(W) AD(       ) 4
 GV5145  NAD 27      -  37 35 37.76300(N)    077 04 35.23000(W) AD(       ) 3
 GV5145
 GV5145.Superseded values are not recommended for survey control.
 GV5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5145.See file dsdata.txt to determine how the superseded data were derived.
 GV5145
 GV5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1670762794(NAD 83)
 GV5145_MARKER: 85 = CHIMNEY
 GV5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5145+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 GV5145
 GV5145  HISTORY     - Date     Condition        Report By
 GV5145  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5145  HISTORY     - 20050309 GOOD             USPSQD
 GV5145
 GV5145                          STATION DESCRIPTION
 GV5145
 GV5145'DESCRIBED BY US POWER SQUADRON 2005 (EEC)
 GV5145'HOUSE IS NOW OWNED BY EMMA EDWARD GREGORY. SHE PURCHASED THIS HOUSE
 GV5145'AND FARM LAND FROM DR GREGORY OR HIS ESTATE IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1125 ***********************************************************************
 GV1125  DESIGNATION -  DRAGON RM 1
 GV1125  PID         -  GV1125
 GV1125  STATE/COUNTY-  VA/KING AND QUEEN
 GV1125  USGS QUAD   -  TRUHART (1989)
 GV1125
 GV1125                         *CURRENT SURVEY CONTROL
 GV1125  ___________________________________________________________________
 GV1125* NAD 83(1986)-  37 42 30.     (N)    076 47 03.     (W)     SCALED    
 GV1125* NAVD 88     -        39.558  (meters)     129.78   (feet)  ADJUSTED  
 GV1125  ___________________________________________________________________
 GV1125  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GV1125  DYNAMIC HT  -          39.531 (meters)     129.69  (feet)  COMP
 GV1125  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 GV1125
 GV1125  VERT ORDER  -  SECOND    CLASS 0
 GV1125
 GV1125.The horizontal coordinates were scaled from a topographic map and have
 GV1125.an estimated accuracy of +/- 6 seconds.
 GV1125
 GV1125.The orthometric height was determined by differential leveling
 GV1125.and adjusted by the National Geodetic Survey in June 1991..
 GV1125
 GV1125.The geoid height was determined by GEOID03.
 GV1125
 GV1125.The dynamic height is computed by dividing the NAVD 88
 GV1125.geopotential number by the normal gravity value computed on the
 GV1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1125.degrees latitude (g = 980.6199 gals.).
 GV1125
 GV1125.The modeled gravity was interpolated from observed gravity values.
 GV1125
 GV1125;                    North         East    Units  Estimated Accuracy
 GV1125;SPC VA S     - 1,153,970.    3,651,290.      MT  (+/- 180 meters Scaled)
 GV1125
 GV1125                          SUPERSEDED SURVEY CONTROL
 GV1125
 GV1125  NGVD 29 (??/??/??)   39.918  (m)          130.96   (f) ADJUSTED    2 0
 GV1125
 GV1125.Superseded values are not recommended for survey control.
 GV1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1125.See file dsdata.txt to determine how the superseded data were derived.
 GV1125
 GV1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG427749(NAD 83)
 GV1125_MARKER: DR = REFERENCE MARK DISK
 GV1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1125_STAMPING: DRAGON NO 1 1942
 GV1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1125+STABILITY: SURFACE MOTION
 GV1125
 GV1125  HISTORY     - Date     Condition        Report By
 GV1125  HISTORY     - 1942     MONUMENTED       CGS
 GV1125  HISTORY     - 1962     GOOD             CGS
 GV1125  HISTORY     - 1962     GOOD             CGS
 GV1125  HISTORY     - 19941115 GOOD             USPSQD
 GV1125  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1125  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1125
 GV1125                          STATION DESCRIPTION
 GV1125
 GV1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1125'0.6 MI N FROM DRAGONVILLE.
 GV1125'128.9 FEET SOUTH OF TRIANGULATION STATION DRAGON DESCRIBED ABOVE,
 GV1125'112 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 GV1125'IN THE SCHOOLYARD, AND 17 FEET WEST OF THE CENTERLINE OF THE
 GV1125'HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED DRAGON NO 1 1942
 GV1125'AND SET IN THE TOP OF A CONCRETE POST.
 GV1125
 GV1125                          STATION RECOVERY (1962)
 GV1125
 GV1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV1125'RECOVERED IN GOOD CONDITION.
 GV1125
 GV1125                          STATION RECOVERY (1994)
 GV1125
 GV1125'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1125'RECOVERED IN GOOD CONDITION.
 GV1125
 GV1125                          STATION RECOVERY (2000)
 GV1125
 GV1125'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1125'MARK NOT FOUND.
 GV1125
 GV1125                          STATION RECOVERY (2004)
 GV1125
 GV1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1126 ***********************************************************************
 GV1126  DESIGNATION -  DRAGON RM 2
 GV1126  PID         -  GV1126
 GV1126  STATE/COUNTY-  VA/KING AND QUEEN
 GV1126  USGS QUAD   -  TRUHART (1989)
 GV1126
 GV1126                         *CURRENT SURVEY CONTROL
 GV1126  ___________________________________________________________________
 GV1126* NAD 83(1986)-  37 42 30.     (N)    076 47 03.     (W)     SCALED    
 GV1126* NAVD 88     -        40.138  (meters)     131.69   (feet)  ADJUSTED  
 GV1126  ___________________________________________________________________
 GV1126  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GV1126  DYNAMIC HT  -          40.111 (meters)     131.60  (feet)  COMP
 GV1126  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 GV1126
 GV1126  VERT ORDER  -  SECOND    CLASS 0
 GV1126
 GV1126.The horizontal coordinates were scaled from a topographic map and have
 GV1126.an estimated accuracy of +/- 6 seconds.
 GV1126
 GV1126.The orthometric height was determined by differential leveling
 GV1126.and adjusted by the National Geodetic Survey in June 1991..
 GV1126
 GV1126.The geoid height was determined by GEOID03.
 GV1126
 GV1126.The dynamic height is computed by dividing the NAVD 88
 GV1126.geopotential number by the normal gravity value computed on the
 GV1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1126.degrees latitude (g = 980.6199 gals.).
 GV1126
 GV1126.The modeled gravity was interpolated from observed gravity values.
 GV1126
 GV1126;                    North         East    Units  Estimated Accuracy
 GV1126;SPC VA S     - 1,153,970.    3,651,290.      MT  (+/- 180 meters Scaled)
 GV1126
 GV1126                          SUPERSEDED SURVEY CONTROL
 GV1126
 GV1126  NGVD 29 (??/??/??)   40.498  (m)          132.87   (f) ADJUSTED    2 0
 GV1126
 GV1126.Superseded values are not recommended for survey control.
 GV1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1126.See file dsdata.txt to determine how the superseded data were derived.
 GV1126
 GV1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG427749(NAD 83)
 GV1126_MARKER: DR = REFERENCE MARK DISK
 GV1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1126_STAMPING: DRAGON NO 2 1942
 GV1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1126+STABILITY: SURFACE MOTION
 GV1126
 GV1126  HISTORY     - Date     Condition        Report By
 GV1126  HISTORY     - 1942     MONUMENTED       CGS
 GV1126  HISTORY     - 1962     GOOD             CGS
 GV1126  HISTORY     - 1962     GOOD             CGS
 GV1126  HISTORY     - 19941115 GOOD             USPSQD
 GV1126  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1126  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1126
 GV1126                          STATION DESCRIPTION
 GV1126
 GV1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1126'0.6 MI N FROM DRAGONVILLE.
 GV1126'153.5 FEET WEST OF TRIANGULATION STATION DRAGON DESCRIBED ABOVE,
 GV1126'69.4 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 GV1126'IN THE SCHOOLYARD, AND 12 FEET SOUTH OF THE CENTERLINE OF A
 GV1126'NARROW DIRT ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 GV1126'DRAGON NO 2 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV1126
 GV1126                          STATION RECOVERY (1962)
 GV1126
 GV1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV1126'RECOVERED IN GOOD CONDITION.
 GV1126
 GV1126                          STATION RECOVERY (1994)
 GV1126
 GV1126'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1126'RECOVERED IN GOOD CONDITION.
 GV1126
 GV1126                          STATION RECOVERY (2000)
 GV1126
 GV1126'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1126'MARK NOT FOUND.
 GV1126
 GV1126                          STATION RECOVERY (2004)
 GV1126
 GV1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV2324 ***********************************************************************
 JV2324  DESIGNATION -  DRANES
 JV2324  PID         -  JV2324
 JV2324  STATE/COUNTY-  VA/FAIRFAX
 JV2324  USGS QUAD   -  SENECA (1994)
 JV2324
 JV2324                         *CURRENT SURVEY CONTROL
 JV2324  ___________________________________________________________________
 JV2324* NAD 83(1993)-  39 00 38.32188(N)    077 20 37.47156(W)     ADJUSTED  
 JV2324* NAVD 88     -       142.184  (meters)     466.48   (feet)  ADJUSTED  
 JV2324  ___________________________________________________________________
 JV2324  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 JV2324  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JV2324  DYNAMIC HT  -         142.107 (meters)     466.23  (feet)  COMP
 JV2324  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 JV2324
 JV2324  HORZ ORDER  -  SECOND
 JV2324  VERT ORDER  -  SECOND    CLASS 0
 JV2324
 JV2324.The horizontal coordinates were established by classical geodetic methods
 JV2324.and adjusted by the National Geodetic Survey in November 1994..
 JV2324
 JV2324.The orthometric height was determined by differential leveling
 JV2324.and adjusted by the National Geodetic Survey in June 1991..
 JV2324
 JV2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV2324
 JV2324.The geoid height was determined by GEOID03.
 JV2324
 JV2324.The dynamic height is computed by dividing the NAVD 88
 JV2324.geopotential number by the normal gravity value computed on the
 JV2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2324.degrees latitude (g = 980.6199 gals.).
 JV2324
 JV2324.The modeled gravity was interpolated from observed gravity values.
 JV2324
 JV2324;                    North         East     Units Scale Factor Converg.
 JV2324;SPC VA N     - 2,149,813.601 3,600,141.990   MT  0.99997188   +0 43 17.9
 JV2324;SPC VA N     - 7,053,180.12 11,811,465.85   sFT  0.99997188   +0 43 17.9
 JV2324;SPC MD       -   149,243.960   370,228.802   MT  0.99995261   -0 12 56.7
 JV2324;SPC MD       -   489,644.56  1,214,658.99   sFT  0.99995261   -0 12 56.7
 JV2324;UTM  18      - 4,320,571.293   297,069.802   MT  1.00010710   -1 28 32.9
 JV2324
 JV2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV2324!SPC VA N     -   0.99998267  x   0.99997188  =   0.99995455
 JV2324!SPC MD       -   0.99998267  x   0.99995261  =   0.99993528
 JV2324!UTM  18      -   0.99998267  x   1.00010710  =   1.00008977
 JV2324
 JV2324:                Primary Azimuth Mark                     Grid Az
 JV2324:SPC VA N     -  AIRWAY BCN 1 NE OF DRANESVILLE           004 19 14.3
 JV2324:SPC MD       -  AIRWAY BCN 1 NE OF DRANESVILLE           005 15 28.9
 JV2324:UTM  18      -  AIRWAY BCN 1 NE OF DRANESVILLE           006 31 05.1
 JV2324
 JV2324|---------------------------------------------------------------------|
 JV2324| PID    Reference Object                     Distance      Geod. Az  |
 JV2324|                                                           dddmmss.s |
 JV2324| JV4486 AIRWAY BCN 1 NE OF DRANESVILLE      APPROX. 0.6 KM 0050232.2 |
 JV2324| CJ9683 DRANES AZ MK                                       0084555.7 |
 JV2324| JV2325 DRANES RM 1                          39.270 METERS 06556     |
 JV2324| CJ9685 DRANES RM 4                          36.640 METERS 07553     |
 JV2324| CJ9684 DRANES RM 3                          48.201 METERS 16055     |
 JV2324| JV4498 DRANES RM 5                          57.671 METERS 16216     |
 JV2324| JV2326 DRANES RM 2                          30.077 METERS 21620     |
 JV2324| HV5243 HERNDON EAST MUN TANK               APPROX. 5.1 KM 2210240.9 |
 JV2324|---------------------------------------------------------------------|
 JV2324
 JV2324                          SUPERSEDED SURVEY CONTROL
 JV2324
 JV2324  NAD 83(1993)-  39 00 38.32156(N)    077 20 37.47318(W) AD(       ) 2
 JV2324  NAD 83(1986)-  39 00 38.32178(N)    077 20 37.48319(W) AD(       ) 2
 JV2324  NAD 27      -  39 00 37.92797(N)    077 20 38.53090(W) AD(       ) 2
 JV2324  NGVD 29 (??/??/??)  142.407  (m)          467.21   (f) ADJUSTED    2 0
 JV2324
 JV2324.Superseded values are not recommended for survey control.
 JV2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2324.See file dsdata.txt to determine how the superseded data were derived.
 JV2324
 JV2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9707020571(NAD 83)
 JV2324_MARKER: DS = TRIANGULATION STATION DISK
 JV2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2324_STAMPING: DRANES 1943
 JV2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2324+STABILITY: SURFACE MOTION
 JV2324
 JV2324  HISTORY     - Date     Condition        Report By
 JV2324  HISTORY     - 1943     MONUMENTED       CGS
 JV2324  HISTORY     - 1954     GOOD             CGS
 JV2324  HISTORY     - 1957     GOOD             CGS
 JV2324  HISTORY     - 1958     GOOD             CGS
 JV2324  HISTORY     - 1966     SEE DESCRIPTION  CGS
 JV2324  HISTORY     - 1967     GOOD             CGS
 JV2324  HISTORY     - 1967     GOOD             CGS
 JV2324  HISTORY     - 1969     GOOD             CGS
 JV2324
 JV2324                          STATION DESCRIPTION
 JV2324
 JV2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 JV2324'STATION IS LOCATED ABOUT 0.7 MILE N OF THE VILLAGE OF DRANESVILLE, ON
 JV2324'LAND OWNED AND OCCUPIED BY MR. LINN SIMPSON.  IT IS IN THE NW CORNER
 JV2324'OF THE YARD, 48 FEET NW OF THE NW CORNER OF THE HOUSE, AND 39 FEET
 JV2324'W OF AN 18-INCH LOCUST TREE.  IT IS STAMPED DRANES 1943 AND IS SET
 JV2324'ABOUT 16 INCHES UNDER THE SURFACE.
 JV2324'
 JV2324'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JV2324'SET IN CONCRETE.
 JV2324'
 JV2324'REFERENCE MARK NO. 1 IS NE OF THE STATION, 12 FEET W OF THE CENTER
 JV2324'LINE OF COUNTY HIGHWAY 602, 90 FEET N OF THE NE CORNER OF THE HOUSE
 JV2324'AND 1 FOOT W OF A FENCE.  IT IS STAMPED DRANES NO. 1 1943 AND
 JV2324'PROJECTS ABOUT 2 INCHES.
 JV2324'
 JV2324'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 2 FEET E OF THE E SIDE OF
 JV2324'A CEMENT BLOCK BUILDING.  IT IS STAMPED DRANES NO. 2 1943 AND
 JV2324'PROJECTS ABOUT 2 INCHES.
 JV2324'
 JV2324'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, 195 YARDS E OF
 JV2324'THE CENTER OF COUNTY HIGHWAY 602, ABOUT 400 FEET W OF THE AIRWAY
 JV2324'BEACON, 8 FEET NW OF A 14-INCH LOCUST TREE, 27 FEET N OF THE CENTER
 JV2324'OF A FARM ROAD, 7 FEET W OF A 14-INCH LOCUST TREE, 3 FEET SW OF A
 JV2324'WHITE REFERENCE POST AND 1 FOOT W OF A FENCE.  IT IS STAMPED
 JV2324'DRANES 1943 AND PROJECTS ABOUT 4 INCHES.
 JV2324'
 JV2324'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON COUNTY
 JV2324'HIGHWAY 602 FOR 0.3 MILE TO A SIDE ROAD RIGHT (FARM ROAD), TURN
 JV2324'RIGHT AND GO ABOUT 200 YARDS TO THE AZIMUTH MARK ON THE LEFT.
 JV2324'
 JV2324'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAYS 602 AND 604
 JV2324'IN DRANESVILLE GO N ON COUNTY HIGHWAY 602 FOR 0.7 MILE TO THE
 JV2324'SIMPSON HOUSE ON THE LEFT AND STATION.
 JV2324'
 JV2324'77-FOOT SIGNALS AT STATIONS HUNTER, GOOSE 1942, DAYS, OXLEYS HILL 2
 JV2324'AND POOLSVILLE 2 ARE ALL VISIBLE AT 90 FEET.
 JV2324'
 JV2324'90-FOOT SIGNALS AT STATIONS SENECA, ATHEY, SANDY (PB-PP), ELZEY
 JV2324'(PB-PP), PEACH GROVE 1869, PENDER, FAIRVIEW, AND WILLARD ARE ALL
 JV2324'VISIBLE AT 90 FEET.
 JV2324'
 JV2324'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JV2324
 JV2324                          STATION RECOVERY (1954)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 JV2324'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JV2324'CONDITION.  AT THE REQUEST OF THE PROPERTY OWNER, REFERENCE MARK
 JV2324'NO.2 WAS DESTROYED AFTER OBSERVATIONS AND MEASUREMENTS WERE CHECKED.
 JV2324'DISTANCE AND DIRECTIONS TO ALL MARKS CHECKED.  REFERENCE MARK
 JV2324'NO. 3 WAS ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS--
 JV2324'
 JV2324'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HERNDON AND 2 MILES
 JV2324'NORTH OF DRANESVILLE AND ON THE PROPERTY OF W.T. MCKINNON.  IT IS
 JV2324'142 FEET WEST OF THE CENTER OF HIGHWAY 602, 108 FEET SOUTHWEST OF
 JV2324'THE SOUTHWEST CORNER OF A RED BRICK HOUSE AND 46 FEET NORTHWEST OF
 JV2324'THE NORTHWEST CORNER OF A HOUSE.  THE MARK IS 6 INCHES
 JV2324'UNDERGROUND AND THE DISK IS STAMPED DRANES 1943.
 JV2324'
 JV2324'REFERENCE MARK NO. 1 IS 128.84 FEET SOUTHEAST OF THE STATION.  IT IS
 JV2324'21 FEET NORTH OF A POWER LINE POLE, 14 FEET WEST OF THE CENTER OF
 JV2324'THE HIGHWAY AND 9 FEET NORTH OF THE CENTER OF A DRIVEWAY.  THE MARK
 JV2324'PROJECTS 6 INCHES AND THE DISK IS STAMPED DRANES NO 1 1943.
 JV2324'
 JV2324'REFERENCE MARK NO. 3 IS 158.01 FEET SOUTHWEST OF THE STATION.  IT IS
 JV2324'83 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET EAST
 JV2324'OF THE SOUTHEAST CORNER OF A SMALL SHED, 19 FEET SOUTH OF THE
 JV2324'CENTER OF A DRIVEWAY AND 3 FEET NORTH OF A FENCE LINE.  THE MARK IS
 JV2324'FLUSH AND THE DISK IS STAMPED DRANES NO 3 1943.
 JV2324'
 JV2324'AZIMUTH MARK IS 61 FEET NORTHWEST OF A POWER LINE POLE, 48 FEET WEST
 JV2324'OF THE CENTER OF A GRAVEL DRIVEWAY, 19 FEET WEST OF A FENCE CORNER
 JV2324'AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 JV2324'INCHES AND THE DISK IS STAMPED DRANES 1943.
 JV2324'
 JV2324'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193 AND 602
 JV2324'IN DRANESVILLE GO NORTH ON HIGHWAY 602 FOR 0.7 MILE TO THE STATION
 JV2324'ON THE LEFT AS DESCRIBED.
 JV2324'
 JV2324'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON HIGHWAY
 JV2324'602 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON
 JV2324'GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JV2324'
 JV2324'DISTANCE AND DIRECTIONS TO MARKS AND OBJECTS VISIBLE FROM THE
 JV2324'GROUND.
 JV2324'
 JV2324'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JV2324
 JV2324                          STATION RECOVERY (1957)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 JV2324'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 JV2324'BE IN GOOD CONDITION, EXCEPT R.M. NO. 1 WHICH WAS DESTROYED AND
 JV2324'R.M. NO 4 WAS ESTABLISHED.
 JV2324'
 JV2324'R.M. NO. 3 IS 25 FEET EAST OF THE SOUTHEAST CORNER OF SHED, 22 FEET
 JV2324'SOUTH OF DRIVEWAY AND 3 FEET NORTH OF RAIL FENCE.  THE MARK IS SET
 JV2324'FLUSH AND THE DISK IS STAMPED DRANES NO 3 1943.
 JV2324'
 JV2324'R.M. NO. 4 IS 32 FEET SOUTH OF POWER POLE, 21 FEET WEST OF
 JV2324'APPROXIMATE CENTER OF ROAD AND 1 FOOT WEST OF RAIL FENCE.  THE MARK
 JV2324'IS SET FLUSH AND THE DISK IS STAMPED DRANES NO 4 1943.
 JV2324'
 JV2324'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JV2324
 JV2324                          STATION RECOVERY (1958)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 JV2324'THE STATION MARKS, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 JV2324'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 JV2324'DISTANCE AND DIRECTIONS WERE VARIFIED.  THE 1954 TO REACH WAS
 JV2324'ENTIRELY ADEQUATE.
 JV2324'
 JV2324'REFERENCE MARK NO. 1 WAS SEARCHED FOR AND IS BELIEVED TO BE
 JV2324'DESTROYED.
 JV2324'
 JV2324'REFERENCE MARK NO. 4 WAS ESTABLISHED BY SOME OTHER PARTY SINCE
 JV2324'1954.  THIS PARTY WAS NOT SUPPLIED WITH ANY DESCRIPTIONS LATER THAN
 JV2324'1954.  A DESCRIPTION OF REFERENCE MARK NO. 4 FOLLOWS.
 JV2324'
 JV2324'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DRANES NO 4 1943, IS
 JV2324'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JV2324'IT IS 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 32
 JV2324'FEET SOUTH OF A FENCE LINE POST AND POWER POLE WITH TRANSFORMER AND
 JV2324'21 FEET WEST OF THE CENTER OF COUNTY ROUTE 602.
 JV2324
 JV2324                          STATION RECOVERY (1966)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CE)
 JV2324'STATION MARK DISK MISSING.  UNDERGROUND MARK PROBABLY IN PLACE.
 JV2324'R.M. 1 WAS RECOVERED AS DESCRIBED.  R.M. 2 DESTROYED, POST LYING OUT
 JV2324'OF THE GROUND.
 JV2324
 JV2324                          STATION RECOVERY (1967)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 JV2324'STATION, R.M. 3, R.M. 4, AND AZIMUTH MARK RECOVERED IN GOOD
 JV2324'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE VERIFIED.
 JV2324'THE PREVIOUS DESCRIPTION IS INADEQUATE, THE NEW DESCRIPTION IS AS
 JV2324'FOLLOWS.
 JV2324'
 JV2324'STATION IS LOCATED 0.7 MILE NORTH OF DRANESVILLE.  TO REACH THE
 JV2324'STATION FROM THE JUNCTION OF STATE HIGHWAY 193 AND COUNTY ROAD 602
 JV2324'(SENECA ROAD) IN DRANESVILLE, GO 0.7 MILE NORTH ON COUNTY ROAD 602
 JV2324'TO A TWO STORY HOUSE ON THE LEFT.
 JV2324'
 JV2324'THE STATION MARK IS 121.6 FT. WEST OF A CHAIN LINK FENCE, 47.0 FT.
 JV2324'NORTHWEST OF THE NORTHWEST CORNER OF THE TWO STORY HOUSE, 33.2 FT.
 JV2324'SOUTH OF A CHAIN LINK FENCE.  THE DISK IS STAMPED DRANES 1943, SET
 JV2324'IN TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE OF THE
 JV2324'GROUND.
 JV2324'
 JV2324'REFERENCE MARK 3 IS 25 FT. EAST OF THE SOUTHEAST CORNER OF A SHED,
 JV2324'22 FT. SOUTH OF THE CENTER OF A DRIVEWAY, AND 3 FT. NORTH OF A RAIL
 JV2324'FENCE.  THE DISK IS STAMPED DRANES NO 3 1943, SET IN TOP OF A
 JV2324'CONCRETE POST FLUSH WITH THE GROUND.
 JV2324'
 JV2324'REFERENCE MARK 4 IS 32 FT. SOUTH OF A POWER POLE, 21 FT. WEST OF THE
 JV2324'CENTER LINE OF COUNTY ROAD 602, AND 0.6 FT. WEST OF A CHAIN LINK
 JV2324'FENCE.  THE DISK IS STAMPED DRANES NO 4 1943, SET IN TOP OF A
 JV2324'CONCRETE POST FLUSH WITH THE GROUND.
 JV2324'
 JV2324'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE NORTH ON
 JV2324'COUNTY ROAD 602 TO A SIDE ROAD RIGHT (FARM ROAD), TURN RIGHT AND GO
 JV2324'ABOUT 200 YARDS TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 JV2324'IS 195 YARDS EAST OF THE CENTER OF COUNTY ROAD 602, 27 FT. NORTH
 JV2324'OF THE CENTER OF THE FARM ROAD, 8 FT. NORTHWEST OF A 20 INCH
 JV2324'LOCUST TREE, 7 FT. WEST OF A 20 INCH LOCUST TREE, AND 1 FT.
 JV2324'WEST OF A FENCE.  THE DISK IS STAMPED DRANES 1943, SET IN A
 JV2324'CONCRETE POST THAT PROJECTS 4 INCHES.
 JV2324'
 JV2324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE NORTH OF
 JV2324'DRANESVILLE.
 JV2324
 JV2324                          STATION RECOVERY (1967)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JV2324'0.7 MI N FROM DRANESVILLE.
 JV2324'FROM THE JUNCTION OF STATE HIGHWAY 193 AND COUNTY ROAD 602
 JV2324'(SENECA ROAD) IN DRANESVILLE, GO 0.7 MILE NORTH ON COUNTY ROAD
 JV2324'602 TO A TWO STORY HOUSE ON THE LEFT.  THE MARK IS 121.6 FT. WEST
 JV2324'OF A CHAIN LINK FENCE, 47.0 FT. NORTHWEST OF THE NORTHWEST
 JV2324'CORNER OF THE HOUSE, AND 33.2 FT. SOUTH OF A CHAIN LINK FENCE.
 JV2324'THE DISK IS SET IN TOP OF A CONCRETE POST THAT IS 3 INCHES
 JV2324'BELOW THE SURFACE OF THE GROUND.
 JV2324
 JV2324                          STATION RECOVERY (1969)
 JV2324
 JV2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 JV2324'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 JV2324'DESCRIBED BY W.E.R. 1958 AND ALL MARKS WERE FOUND IN GOOD
 JV2324'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY
 JV2324'CONSTRUCTION.
 JV2324'
 JV2324'AT THE REQUEST OF THE PROPERTY OWNER REFERENCE MARK 5 WAS
 JV2324'ESTABLISHED BY THIS PARTY AT THIS TIME AND ALL OBSERVATION WERE
 JV2324'TAKEN FROM THIS MARK.
 JV2324'
 JV2324'REFERENCE MARK 5 IS A STANDARD DISK STAMPED DRANES 1943 NO 5 1969
 JV2324'SET IN TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND
 JV2324'SURFACE.  THE UNDERGROUND DISK IS A STANDARD REFERENCE MARK DISK
 JV2324'STAMPED DRANES 1943 NO 5 1969 SET IN TOP OF A 6-INCH CONCRETE
 JV2324'CYLINDER ABOUT 36 INCHES BELOW THE GROUND SURFACE.  IT IS 124.4
 JV2324'FEET WEST OF THE CENTER LINE OF SENCEA ROAD, 93.8 FEET
 JV2324'WEST-SOUTHWEST OF THE SOUTH GATE POST, 41.4 FEET EAST-NORTHEAST OF
 JV2324'THE NORTHEAST CORNER OF A CINDERBLOCK BUILDING AND 40.0 FEET SOUTH
 JV2324'OF THE APPROXIMATE CENTER OF THE DRIVEWAY.
 JV2324'
 JV2324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 JV2324'NORTHEAST OF DRANESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4498 ***********************************************************************
 JV4498  DESIGNATION -  DRANES RM 5
 JV4498  PID         -  JV4498
 JV4498  STATE/COUNTY-  VA/FAIRFAX
 JV4498  USGS QUAD   -  SENECA (1994)
 JV4498
 JV4498                         *CURRENT SURVEY CONTROL
 JV4498  ___________________________________________________________________
 JV4498* NAD 83(1993)-  39 00 36.54065(N)    077 20 36.74118(W)     ADJUSTED  
 JV4498* NAVD 88     -       140.98   (+/-2cm)     462.5    (feet)  VERTCON   
 JV4498  ___________________________________________________________________
 JV4498  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 JV4498  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JV4498
 JV4498  HORZ ORDER  -  FIRST
 JV4498  VERT ORDER  -  THIRD ? (See Below)
 JV4498
 JV4498.The horizontal coordinates were established by classical geodetic methods
 JV4498.and adjusted by the National Geodetic Survey in November 1994..
 JV4498
 JV4498.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4498.The vertical order pertains to the NGVD 29 superseded value.
 JV4498
 JV4498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4498
 JV4498.The geoid height was determined by GEOID03.
 JV4498
 JV4498;                    North         East     Units Scale Factor Converg.
 JV4498;SPC VA N     - 2,149,758.899 3,600,160.252   MT  0.99997182   +0 43 18.4
 JV4498;SPC VA N     - 7,053,000.65 11,811,525.76   sFT  0.99997182   +0 43 18.4
 JV4498;SPC MD       -   149,188.968   370,246.166   MT  0.99995259   -0 12 56.2
 JV4498;SPC MD       -   489,464.14  1,214,715.96   sFT  0.99995259   -0 12 56.2
 JV4498;UTM  18      - 4,320,515.923   297,085.956   MT  1.00010702   -1 28 32.4
 JV4498
 JV4498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4498!SPC VA N     -   0.99998286  x   0.99997182  =   0.99995468
 JV4498!SPC MD       -   0.99998286  x   0.99995259  =   0.99993545
 JV4498!UTM  18      -   0.99998286  x   1.00010702  =   1.00008988
 JV4498
 JV4498|---------------------------------------------------------------------|
 JV4498| PID    Reference Object                     Distance      Geod. Az  |
 JV4498|                                                           dddmmss.s |
 JV4498| CJ9685 DRANES RM 4                          66.331 METERS 01542     |
 JV4498| CJ9683 DRANES AZ MK                                       0563117.0 |
 JV4498| HV5127 DRANESVILLE ATL SEABOARD MAST       APPROX. 2.8 KM 1463116.5 |
 JV4498| JV2324 DRANES                               57.671 METERS 34216     |
 JV4498| CJ9684 DRANES RM 3                           9.590 METERS 34900     |
 JV4498|---------------------------------------------------------------------|
 JV4498
 JV4498                          SUPERSEDED SURVEY CONTROL
 JV4498
 JV4498  NAD 83(1993)-  39 00 36.54032(N)    077 20 36.74280(W) AD(       ) 1
 JV4498  NAD 83(1986)-  39 00 36.54030(N)    077 20 36.75271(W) AD(       ) 1
 JV4498  NAD 27      -  39 00 36.14668(N)    077 20 37.80055(W) AD(       ) 1
 JV4498  NGVD 29 (07/19/86)  141.20   (m)          463.3    (f) LEVELING    3  
 JV4498
 JV4498.Superseded values are not recommended for survey control.
 JV4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4498.See file dsdata.txt to determine how the superseded data were derived.
 JV4498
 JV4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9708620516(NAD 83)
 JV4498_MARKER: DR = REFERENCE MARK DISK
 JV4498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JV4498
 JV4498  HISTORY     - Date     Condition        Report By
 JV4498  HISTORY     - 1969     MONUMENTED       CGS
 JV4498
 JV4498                          STATION DESCRIPTION
 JV4498
 JV4498'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 JV4498'THE STATION IS ABOUT 4 MILES NORTHEAST OF HERNDON, 2 MILES NORTH OF
 JV4498'DRANESVILLE AND ON PROPERTY OWNED BY W.T. MCKINNON.
 JV4498'
 JV4498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 JV4498'HIGHWAY 193 IN DRANESVILLE, GO EAST ON STATE HIGHWAY 193 FOR 0.05
 JV4498'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 602
 JV4498'AND SENECA ROAD FOR 0.65 MILE TO A DRIVEWAY ON THE LEFT AND THE
 JV4498'STATION ON THE LEFT AS DESCRIBED.
 JV4498'
 JV4498'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED DRANES
 JV4498'1943 NO 5 1969 WITH UNDERGROUND REFERENCE MARK DISK STAMPED DRANES
 JV4498'1943 NO 5 1969.  THE SURFACE MARK IS SET IN TOP OF A 12-INCH
 JV4498'CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JV4498'40.0 FEET SOUTH OF THE DRIVEWAY, 41.1 FEET
 JV4498'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 JV4498'BUILDING, 93.8 FEET WEST-SOUTHWEST OF THE SOUTH
 JV4498'GATE POST AND 124.4 FEET WEST OF THE CENTER LINE OF
 JV4498'SENECA ROAD.
 JV4498'
 JV4498'DRANES 1943 IS A STANDARD DISK STAMPED DRANES 1943 WITH
 JV4498'UNDERGROUND DISK STAMPED DRANES 1943.  THE SURFACE MARK IS SET IN
 JV4498'TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE
 JV4498'GROUND SURFACE.  IT IS 33.0 FEET SOUTH OF THE EAST-WEST FENCE
 JV4498'LINE, 46.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND
 JV4498'108.6 FEET WEST-SOUTHWEST OF THE NORTHEAST FENCE CORNER.
 JV4498'
 JV4498'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 JV4498'DRANES NO 3 1943, SET IN TOP OF A 12 X 12-INCH CONCRETE MONUMENT
 JV4498'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.2 FEET NORTHEAST
 JV4498'OF THE NORTHEAST CORNER OF A SHED, 62.3 FEET NORTHEAST OF
 JV4498'NORTHEAST CORNER OF THE CINDER BLOCK BUILDING AND 83.6 FEET WEST
 JV4498'OF THE SOUTH GATE POST.
 JV4498'
 JV4498'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 JV4498'DRANES NO 4 1943, SET IN TOP OF A 12 X 12-INCH CONCRETE MONUMENT
 JV4498'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 19.0 FEET WEST OF
 JV4498'CENTER LINE OF SENECA ROAD, 22.0 FEET SOUTHEAST OF THE SOUTH GATE
 JV4498'POST AND 70.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JV4498'HOUSE.
 JV4498'
 JV4498'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED DRANES 1943
 JV4498'1969, SET IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1
 JV4498'INCH ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET EAST OF THE WITNESS
 JV4498'POST, 2.8 FEET NORTH OF A POWERLINE POLE AND 20.0 FEET SOUTH OF
 JV4498'THE CENTERLINE OF FAIRFAX DRIVE.
 JV4498'
 JV4498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 JV4498'HIGHWAY 602 AND SENECA ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 JV4498'RIGHT AND GO EAST ON FAIRFAX DRIVE FOR 0.1 MILE TO AZIMUTH MARK ON
 JV4498'THE RIGHT.
 JV4498'
 JV4498'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5109 ***********************************************************************
 HV5109  DESIGNATION -  DRANESVILLE ATL SEABOARD TOWER
 HV5109  PID         -  HV5109
 HV5109  STATE/COUNTY-  VA/FAIRFAX
 HV5109  USGS QUAD   -  VIENNA (1994)
 HV5109
 HV5109                         *CURRENT SURVEY CONTROL
 HV5109  ___________________________________________________________________
 HV5109* NAD 83(1993)-  38 59 20.87179(N)    077 19 31.56997(W)     ADJUSTED  
 HV5109* NAVD 88     -                                                        
 HV5109  ___________________________________________________________________
 HV5109  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 HV5109  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV5109
 HV5109  HORZ ORDER  -  THIRD
 HV5109
 HV5109.The horizontal coordinates were established by classical geodetic methods
 HV5109.and adjusted by the National Geodetic Survey in November 1994..
 HV5109
 HV5109
 HV5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5109
 HV5109.The geoid height was determined by GEOID03.
 HV5109
 HV5109;                    North         East     Units Scale Factor Converg.
 HV5109;SPC VA N     - 2,147,445.616 3,601,757.919   MT  0.99996937   +0 43 59.0
 HV5109;SPC VA N     - 7,045,411.16 11,816,767.44   sFT  0.99996937   +0 43 59.0
 HV5109;UTM  18      - 4,318,142.777   298,593.966   MT  1.00009951   -1 27 48.9
 HV5109
 HV5109                          SUPERSEDED SURVEY CONTROL
 HV5109
 HV5109  NAD 83(1993)-  38 59 20.87150(N)    077 19 31.57167(W) AD(       ) 4
 HV5109  NAD 83(1986)-  38 59 20.87333(N)    077 19 31.58233(W) AD(       ) 4
 HV5109  NAD 27      -  38 59 20.47940(N)    077 19 32.63130(W) AD(       ) 3
 HV5109
 HV5109.Superseded values are not recommended for survey control.
 HV5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5109.See file dsdata.txt to determine how the superseded data were derived.
 HV5109
 HV5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9859418143(NAD 83)
 HV5109_MARKER: 43 = RADIO/TV TOWER
 HV5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5109+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 HV5109
 HV5109  HISTORY     - Date     Condition        Report By
 HV5109  HISTORY     - 1958     FIRST OBSERVED   CGS
 HV5109  HISTORY     - 20050625 GOOD             USPSQD
 HV5109
 HV5109                          STATION DESCRIPTION
 HV5109
 HV5109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RMZ)
 HV5109'THE STATION IS THE WHIP ANTENNA LOCATED ATOP THE NORTHWEST
 HV5109'CORNER OF THE RADIO TOWER.  THE TOWER IS ABOUT 1 MILE SOUTHEAST
 HV5109'OF DRANESVILLE AND 1 MILE NORTHWEST OF BROWNS CHAPEL, 0.1
 HV5109'MILE NORTH OF STATE HIGHWAY 7.  THE TOWER IS OWNED BY THE
 HV5109'ATLANTIC SEABOARD CORPORATION, SEVERAL RADIO FREQUENCIES ARE
 HV5109'ASSIGNED TO THE INSTALLATION KIF 378 BEING THE MOST USED.
 HV5109'THE TOWER IS A SELF-SUPPORTING TAPERED STRUCTURE, PAINTED
 HV5109'IN ALTERNATE RED AND WHITE SECTIONS.  IT IS CONSTRUCTED OF
 HV5109'STEEL, ABOUT 8 FEET SQUARE AT THE TOP THE OVERALL HEIGHT OF
 HV5109'THE STRUCTURE IS 135 FEET.  THE STRUCTURE IS NOT LIGHTED.
 HV5109'
 HV5109'FORMERLY LISTED AS DRANESVILLE RAD STA KIF 378 TOWER.
 HV5109
 HV5109                          STATION RECOVERY (2005)
 HV5109
 HV5109'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 HV5109'N 38 59.348
 HV5109'W 077 19.526
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5127 ***********************************************************************
 HV5127  DESIGNATION -  DRANESVILLE ATL SEABOARD MAST
 HV5127  PID         -  HV5127
 HV5127  STATE/COUNTY-  VA/FAIRFAX
 HV5127  USGS QUAD   -  VIENNA (1994)
 HV5127
 HV5127                         *CURRENT SURVEY CONTROL
 HV5127  ___________________________________________________________________
 HV5127* NAD 83(1993)-  38 59 21.50755(N)    077 19 33.16041(W)     ADJUSTED  
 HV5127* NAVD 88     -                                                        
 HV5127  ___________________________________________________________________
 HV5127  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 HV5127  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV5127
 HV5127  HORZ ORDER  -  THIRD
 HV5127
 HV5127.The horizontal coordinates were established by classical geodetic methods
 HV5127.and adjusted by the National Geodetic Survey in November 1994..
 HV5127
 HV5127
 HV5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5127
 HV5127.The geoid height was determined by GEOID03.
 HV5127
 HV5127;                    North         East     Units Scale Factor Converg.
 HV5127;SPC VA N     - 2,147,464.729 3,601,719.396   MT  0.99996939   +0 43 58.0
 HV5127;SPC VA N     - 7,045,473.87 11,816,641.05   sFT  0.99996939   +0 43 58.0
 HV5127;SPC MD       -   146,869.642   371,767.543   MT  0.99995180   -0 12 16.3
 HV5127;SPC MD       -   481,854.82  1,219,707.35   sFT  0.99995180   -0 12 16.3
 HV5127;UTM  18      - 4,318,163.356   298,556.199   MT  1.00009970   -1 27 50.0
 HV5127
 HV5127                          SUPERSEDED SURVEY CONTROL
 HV5127
 HV5127  NAD 83(1993)-  38 59 21.50711(N)    077 19 33.16207(W) AD(       ) 4
 HV5127  NAD 83(1986)-  38 59 21.50723(N)    077 19 33.17190(W) AD(       ) 4
 HV5127  NAD 27      -  38 59 21.10855(N)    077 19 34.21985(W) AD(       ) 3
 HV5127
 HV5127.Superseded values are not recommended for survey control.
 HV5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5127.See file dsdata.txt to determine how the superseded data were derived.
 HV5127
 HV5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9855618163(NAD 83)
 HV5127_MARKER: 44 = MICROWAVE MAST
 HV5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5127+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 HV5127
 HV5127  HISTORY     - Date     Condition        Report By
 HV5127  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5127  HISTORY     - 20050625 GOOD             USPSQD
 HV5127
 HV5127                          STATION DESCRIPTION
 HV5127
 HV5127'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5127'THE STATION IS THE CENTER OF RED LIGHT ON TOP OF A 190 FOOT, ORANGE
 HV5127'AND WHITE, STEEL MICROWAVE MAST.  THE MAST IS USED BY THE ATLANTIC
 HV5127'SEABOARD CORPORATION, THERE ARE NO KNOWN CALL LETTERS.
 HV5127'
 HV5127'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 606, GO
 HV5127'NORTHWESTERLY ON STATE HIGHWAY 7 FOR 0.95 MILE TO A DRIVEWAY ON THE
 HV5127'RIGHT.  TURN RIGHT FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 HV5127
 HV5127                          STATION RECOVERY (2005)
 HV5127
 HV5127'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 HV5127'N 38 59.358
 HV5127'W 077 19.553
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0578 ***********************************************************************
 GX0578  DESIGNATION -  DRAPER
 GX0578  PID         -  GX0578
 GX0578  STATE/COUNTY-  VA/PULASKI
 GX0578  USGS QUAD   -  DUBLIN (1965)
 GX0578
 GX0578                         *CURRENT SURVEY CONTROL
 GX0578  ___________________________________________________________________
 GX0578* NAD 83(1993)-  37 00 32.68809(N)    080 44 49.55128(W)     ADJUSTED  
 GX0578* NAVD 88     -       698.949  (meters)    2293.14   (feet)  ADJUSTED  
 GX0578  ___________________________________________________________________
 GX0578  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 GX0578  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0578  DYNAMIC HT  -         698.315 (meters)    2291.06  (feet)  COMP
 GX0578  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GX0578
 GX0578  HORZ ORDER  -  SECOND
 GX0578  VERT ORDER  -  FIRST     CLASS II
 GX0578
 GX0578.The horizontal coordinates were established by classical geodetic methods
 GX0578.and adjusted by the National Geodetic Survey in September 1995..
 GX0578
 GX0578.The orthometric height was determined by differential leveling
 GX0578.and adjusted by the National Geodetic Survey in June 1991..
 GX0578
 GX0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0578
 GX0578.The geoid height was determined by GEOID03.
 GX0578
 GX0578.The dynamic height is computed by dividing the NAVD 88
 GX0578.geopotential number by the normal gravity value computed on the
 GX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0578.degrees latitude (g = 980.6199 gals.).
 GX0578
 GX0578.The modeled gravity was interpolated from observed gravity values.
 GX0578
 GX0578;                    North         East     Units Scale Factor Converg.
 GX0578;SPC VA S     - 1,077,370.499 3,300,031.789   MT  0.99996485   -1 21 49.7
 GX0578;SPC VA S     - 3,534,673.05 10,826,854.29   sFT  0.99996485   -1 21 49.7
 GX0578;UTM  17      - 4,095,909.538   522,499.607   MT  0.99960624   +0 09 08.0
 GX0578
 GX0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0578!SPC VA S     -   0.99989530  x   0.99996485  =   0.99986015
 GX0578!UTM  17      -   0.99989530  x   0.99960624  =   0.99950158
 GX0578
 GX0578:                Primary Azimuth Mark                     Grid Az
 GX0578:SPC VA S     -  DRAPER AZ MK                             037 18 06.8
 GX0578:UTM  17      -  DRAPER AZ MK                             035 47 09.1
 GX0578
 GX0578|---------------------------------------------------------------------|
 GX0578| PID    Reference Object                     Distance      Geod. Az  |
 GX0578|                                                           dddmmss.s |
 GX0578| GX0576 DRAPER AZ MK                                       0355617.1 |
 GX0578| GX0577 DRAPER RM 1                          11.107 METERS 04737     |
 GX0578| GX0579 DRAPER RM 2                          10.307 METERS 25903     |
 GX0578|---------------------------------------------------------------------|
 GX0578
 GX0578                          SUPERSEDED SURVEY CONTROL
 GX0578
 GX0578  NAD 83(1986)-  37 00 32.69364(N)    080 44 49.55116(W) AD(       ) 2
 GX0578  NAD 27      -  37 00 32.26112(N)    080 44 50.30128(W) AD(       ) 2
 GX0578  NGVD 29 (??/??/92)  699.044  (m)         2293.45   (f) ADJ UNCH    1 2
 GX0578
 GX0578.Superseded values are not recommended for survey control.
 GX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0578.See file dsdata.txt to determine how the superseded data were derived.
 GX0578
 GX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2250095910(NAD 83)
 GX0578_MARKER: DS = TRIANGULATION STATION DISK
 GX0578_SETTING: 66 = SET IN ROCK OUTCROP
 GX0578_SP_SET: ROCK OUTCROP
 GX0578_STAMPING: DRAPER 1958
 GX0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0578+STABILITY: POSITION/ELEVATION WELL
 GX0578
 GX0578  HISTORY     - Date     Condition        Report By
 GX0578  HISTORY     - 1958     MONUMENTED       CGS
 GX0578  HISTORY     - 1959     GOOD             NGS
 GX0578
 GX0578                          STATION DESCRIPTION
 GX0578
 GX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0578'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF PULASKI
 GX0578'AND 0.5 MILE NORTH OF DRAPER, ON A BARE HILL IN PASTURE LAND
 GX0578'AT THE SOUTH EDGE OF STATE HIGHWAY 100, THE PROPERTY OF
 GX0578'MR. J.M. CHUMBLEY.
 GX0578'
 GX0578'TO REACH FROM THE DRAPER SCHOOL--GO NORTHEAST ON OLD STATE
 GX0578'HIGHWAY 100 FOR 0.35 MILE TO A GATE ON LEFT AND SIGN STATE
 GX0578'FIRE WARDEN.  TURN LEFT THROUGH THE GATE, THEN LEFT THROUGH
 GX0578'ANOTHER GATE AND PICK WAY WEST UP HILL FOR ABOUT 0.3 MILE TO
 GX0578'HIGHEST POINT AND THE STATION.
 GX0578'
 GX0578'THE STATION MARK, STAMPED DRAPER 1958, IS SET IN A DRILL HOLE
 GX0578'IN ROCK OUTCROP LEVEL WITH THE GROUND, 82 FEET SOUTH SOUTHEAST
 GX0578'OF THE HIGHWAY RIGHT OF WAY FENCE ABOUT HALF WAY BETWEEN TWO
 GX0578'SETS OF BRACED FENCE POSTS AND ABOUT 26 PACES NORTHEAST OF
 GX0578'THE TOP OF THE HILL.
 GX0578'
 GX0578'REFERENCE MARK NO. 1, STAMPED DRAPER NO 1 1958, IS SET IN A
 GX0578'DRILL HOLE IN ROCK OUTCROP LEVEL WITH THE GROUND, 40 PACES
 GX0578'NORTHEAST OF THE HIGHEST POINT OF THE HILL, 76 FEET SOUTH
 GX0578'SOUTHEAST OF THE FENCE AND 1.5 FEET LOWER THAN THE STATION.
 GX0578'
 GX0578'REFERENCE MARK NO. 2, STAMPED DRAPER NO 2 1958, IS SET IN
 GX0578'A DRILL HOLE IN ROCK OUTCROP LEVEL WITH THE GROUND, 20 PACES
 GX0578'NORTH OF THE HIGHEST POINT OF THE HILL, 80 FEET SOUTH SOUTHEAST
 GX0578'OF THE FENCE AND 1.5 FEET LOWER THAN THE STATION.
 GX0578'
 GX0578'THE AZIMUTH MARK, STAMPED DRAPER 1958, IS SET IN A DRILL HOLE
 GX0578'IN THE WEST END OF THE SOUTH HEAD WALL OF A CULVERT UNDER
 GX0578'THE SERVICE ROAD, 80 FEET NORTH NORTHWEST OF THE CENTERLINE
 GX0578'OF THE SOUTHBOUND LANE OF STATE HIGHWAY 100, 57 FEET SOUTH
 GX0578'SOUTHEAST OF THE CENTERLINE OF THE SERVICE ROAD AND 51 FEET
 GX0578'NORTHWEST OF A CULVERT UNDER THE HIGHWAY.
 GX0578'
 GX0578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX0578
 GX0578                          STATION RECOVERY (1959)
 GX0578
 GX0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0578'0.6 MI N FROM DRAPER.
 GX0578'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 GX0578'SCHOOL AT DRAPER, THENCE TURNING WEST THRU A GATE WITH STATE FIRE
 GX0578'WARDEN SIGN ATTACHED, PROCEED ABOUT 0.2 MILE WEST AND UPHILL TO
 GX0578'THE TOP OF BARE PASTURE HILL, ABOUT 25 YARDS NORTHEAST OF THE
 GX0578'HIGHEST POINT OF HILL, 82 FEET SOUTHEAST OF WIRE FENCE AND TOP
 GX0578'OF CUT ON SOUTHEAST SIDE OF INTERSTATE HIGHWAY 81 UNDER CONSTRUCTION,
 GX0578'33.8 FEET EAST-NORTHEAST OF R M 2, 36.5 FEET SOUTHWEST OF R M 1,
 GX0578'IN TOP OF A 2-BY 2-FOOT ROCK OUTCROP PROJECTING FROM 1 TO 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0576 ***********************************************************************
 GX0576  DESIGNATION -  DRAPER AZ MK
 GX0576  PID         -  GX0576
 GX0576  STATE/COUNTY-  VA/PULASKI
 GX0576  USGS QUAD   -  DUBLIN (1965)
 GX0576
 GX0576                         *CURRENT SURVEY CONTROL
 GX0576  ___________________________________________________________________
 GX0576* NAD 83(1986)-  37 00 40.     (N)    080 44 43.     (W)     SCALED    
 GX0576* NAVD 88     -       669.998  (meters)    2198.15   (feet)  ADJUSTED  
 GX0576  ___________________________________________________________________
 GX0576  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0576  DYNAMIC HT  -         669.389 (meters)    2196.15  (feet)  COMP
 GX0576  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 GX0576
 GX0576  VERT ORDER  -  FIRST     CLASS II
 GX0576
 GX0576.The horizontal coordinates were scaled from a topographic map and have
 GX0576.an estimated accuracy of +/- 6 seconds.
 GX0576
 GX0576.The orthometric height was determined by differential leveling
 GX0576.and adjusted by the National Geodetic Survey in June 1991..
 GX0576
 GX0576.The geoid height was determined by GEOID03.
 GX0576
 GX0576.The dynamic height is computed by dividing the NAVD 88
 GX0576.geopotential number by the normal gravity value computed on the
 GX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0576.degrees latitude (g = 980.6199 gals.).
 GX0576
 GX0576.The modeled gravity was interpolated from observed gravity values.
 GX0576
 GX0576;                    North         East    Units  Estimated Accuracy
 GX0576;SPC VA S     - 1,077,590.    3,300,200.      MT  (+/- 180 meters Scaled)
 GX0576
 GX0576                          SUPERSEDED SURVEY CONTROL
 GX0576
 GX0576  NGVD 29 (??/??/92)  670.089  (m)         2198.45   (f) ADJ UNCH    1 2
 GX0576
 GX0576.Superseded values are not recommended for survey control.
 GX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0576.See file dsdata.txt to determine how the superseded data were derived.
 GX0576
 GX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA226961(NAD 83)
 GX0576_MARKER: DZ = AZIMUTH MARK DISK
 GX0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0576_SP_SET: CULVERT
 GX0576_STAMPING: DRAPER 1958
 GX0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0576
 GX0576  HISTORY     - Date     Condition        Report By
 GX0576  HISTORY     - 1958     MONUMENTED       CGS
 GX0576  HISTORY     - 1959     GOOD             NGS
 GX0576
 GX0576                          STATION DESCRIPTION
 GX0576
 GX0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0576'0.6 MI N FROM DRAPER.
 GX0576'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 GX0576'SCHOOL AT DRAPER, THENCE TURNING WEST THRU A GATE WITH STATE FIRE
 GX0576'WARDEN SIGN ATTACHED PROCEED ABOUT 0.2 MILE NORTH-NORTHWEST
 GX0576'ACROSS AN OPEN PASTURE AND ACROSS INTERSTATE HIGHWAY 81 (NOW
 GX0576'UNDER CONSTRUCTION), 44 FEET SOUTH OF THE CENTER LINE OF SERVICE
 GX0576'ROAD UNDER CONSTRUCTION, ABOUT 78 FEET NORTH OF THE CENTER LINE
 GX0576'OF WEST BOUND LANE FOR INTERSTATE HIGHWAY 81 NOW UNDER CONSTRUCTION,
 GX0576'ABOUT 6 FEET ABOVE THE LEVEL OF THE PROPOSED HIGHWAY, AND SET IN
 GX0576'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 36-INCH
 GX0576'CULVERT UNDER THE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0577 ***********************************************************************
 GX0577  DESIGNATION -  DRAPER RM 1
 GX0577  PID         -  GX0577
 GX0577  STATE/COUNTY-  VA/PULASKI
 GX0577  USGS QUAD   -  DUBLIN (1965)
 GX0577
 GX0577                         *CURRENT SURVEY CONTROL
 GX0577  ___________________________________________________________________
 GX0577* NAD 83(1986)-  37 00 32.     (N)    080 44 49.     (W)     SCALED    
 GX0577* NAVD 88     -       698.432  (meters)    2291.44   (feet)  ADJUSTED  
 GX0577  ___________________________________________________________________
 GX0577  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0577  DYNAMIC HT  -         697.799 (meters)    2289.36  (feet)  COMP
 GX0577  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GX0577
 GX0577  VERT ORDER  -  FIRST     CLASS II
 GX0577
 GX0577.The horizontal coordinates were scaled from a topographic map and have
 GX0577.an estimated accuracy of +/- 6 seconds.
 GX0577
 GX0577.The orthometric height was determined by differential leveling
 GX0577.and adjusted by the National Geodetic Survey in June 1991..
 GX0577
 GX0577.The geoid height was determined by GEOID03.
 GX0577
 GX0577.The dynamic height is computed by dividing the NAVD 88
 GX0577.geopotential number by the normal gravity value computed on the
 GX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0577.degrees latitude (g = 980.6199 gals.).
 GX0577
 GX0577.The modeled gravity was interpolated from observed gravity values.
 GX0577
 GX0577;                    North         East    Units  Estimated Accuracy
 GX0577;SPC VA S     - 1,077,350.    3,300,050.      MT  (+/- 180 meters Scaled)
 GX0577
 GX0577                          SUPERSEDED SURVEY CONTROL
 GX0577
 GX0577  NGVD 29 (??/??/92)  698.527  (m)         2291.75   (f) ADJ UNCH    1 2
 GX0577
 GX0577.Superseded values are not recommended for survey control.
 GX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0577.See file dsdata.txt to determine how the superseded data were derived.
 GX0577
 GX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA225958(NAD 83)
 GX0577_MARKER: DR = REFERENCE MARK DISK
 GX0577_SETTING: 66 = SET IN ROCK OUTCROP
 GX0577_SP_SET: ROCK OUTCROP
 GX0577_STAMPING: DRAPER NO 1 1958
 GX0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0577+STABILITY: POSITION/ELEVATION WELL
 GX0577
 GX0577  HISTORY     - Date     Condition        Report By
 GX0577  HISTORY     - 1958     MONUMENTED       CGS
 GX0577  HISTORY     - 1959     GOOD             NGS
 GX0577
 GX0577                          STATION DESCRIPTION
 GX0577
 GX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0577'0.6 MI N FROM DRAPER.
 GX0577'36.5 FEET NORTHEAST OF DRAPER DESCRIBED, ABOUT 37 YARDS NORTHEAST
 GX0577'OF THE HIGHEST POINT OF HILL, 67.7 FEET NORTHEAST OF R M 2,
 GX0577'AND IN TOP OF THE WEST-SOUTHWEST HALF OF A 9-FOOT-LONG BY TWO
 GX0577'TO THREE FOOT WIDE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0579 ***********************************************************************
 GX0579  DESIGNATION -  DRAPER RM 2
 GX0579  PID         -  GX0579
 GX0579  STATE/COUNTY-  VA/PULASKI
 GX0579  USGS QUAD   -  DUBLIN (1965)
 GX0579
 GX0579                         *CURRENT SURVEY CONTROL
 GX0579  ___________________________________________________________________
 GX0579* NAD 83(1986)-  37 00 32.     (N)    080 44 49.     (W)     SCALED    
 GX0579* NAVD 88     -       698.646  (meters)    2292.14   (feet)  ADJUSTED  
 GX0579  ___________________________________________________________________
 GX0579  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0579  DYNAMIC HT  -         698.012 (meters)    2290.06  (feet)  COMP
 GX0579  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 GX0579
 GX0579  VERT ORDER  -  FIRST     CLASS II
 GX0579
 GX0579.The horizontal coordinates were scaled from a topographic map and have
 GX0579.an estimated accuracy of +/- 6 seconds.
 GX0579
 GX0579.The orthometric height was determined by differential leveling
 GX0579.and adjusted by the National Geodetic Survey in June 1991..
 GX0579
 GX0579.The geoid height was determined by GEOID03.
 GX0579
 GX0579.The dynamic height is computed by dividing the NAVD 88
 GX0579.geopotential number by the normal gravity value computed on the
 GX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0579.degrees latitude (g = 980.6199 gals.).
 GX0579
 GX0579.The modeled gravity was interpolated from observed gravity values.
 GX0579
 GX0579;                    North         East    Units  Estimated Accuracy
 GX0579;SPC VA S     - 1,077,350.    3,300,050.      MT  (+/- 180 meters Scaled)
 GX0579
 GX0579                          SUPERSEDED SURVEY CONTROL
 GX0579
 GX0579  NGVD 29 (??/??/92)  698.740  (m)         2292.45   (f) ADJ UNCH    1 2
 GX0579
 GX0579.Superseded values are not recommended for survey control.
 GX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0579.See file dsdata.txt to determine how the superseded data were derived.
 GX0579
 GX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA225958(NAD 83)
 GX0579_MARKER: DR = REFERENCE MARK DISK
 GX0579_SETTING: 66 = SET IN ROCK OUTCROP
 GX0579_SP_SET: ROCK OUTCROP
 GX0579_STAMPING: DRAPER NO 2 1958
 GX0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0579+STABILITY: POSITION/ELEVATION WELL
 GX0579
 GX0579  HISTORY     - Date     Condition        Report By
 GX0579  HISTORY     - 1958     MONUMENTED       CGS
 GX0579  HISTORY     - 1959     GOOD             NGS
 GX0579
 GX0579                          STATION DESCRIPTION
 GX0579
 GX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0579'0.6 MI N FROM DRAPER.
 GX0579'33.8 FEET WEST-SOUTHWEST OF DRAPER DESCRIBED, ABOUT 20 YARDS
 GX0579'NORTH-NORTHEAST OF THE HIGHEST POINT OF HILL, 67.7 FEET SOUTHWEST
 GX0579'OF R M 1, 69 1/2 FEET SOUTHEAST OF A WIRE FENCE, AND IN TOP OF A
 GX0579'SMALL ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1924 ***********************************************************************
 FZ1924  DESIGNATION -  DRAPERS VALLEY PRESBYTERIAN CH
 FZ1924  PID         -  FZ1924
 FZ1924  STATE/COUNTY-  VA/PULASKI
 FZ1924  USGS QUAD   -  FOSTERS FALLS (1985)
 FZ1924
 FZ1924                         *CURRENT SURVEY CONTROL
 FZ1924  ___________________________________________________________________
 FZ1924* NAD 83(1993)-  36 58 22.67905(N)    080 49 02.25735(W)     ADJUSTED  
 FZ1924* NAVD 88     -                                                        
 FZ1924  ___________________________________________________________________
 FZ1924  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 FZ1924  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FZ1924
 FZ1924  HORZ ORDER  -  THIRD
 FZ1924
 FZ1924.The horizontal coordinates were established by classical geodetic methods
 FZ1924.and adjusted by the National Geodetic Survey in September 1995..
 FZ1924
 FZ1924
 FZ1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1924
 FZ1924.The geoid height was determined by GEOID03.
 FZ1924
 FZ1924;                    North         East     Units Scale Factor Converg.
 FZ1924;SPC VA S     - 1,073,515.054 3,293,687.937   MT  0.99996896   -1 24 23.1
 FZ1924;SPC VA S     - 3,522,023.97 10,806,041.17   sFT  0.99996896   -1 24 23.1
 FZ1924;UTM  17      - 4,091,889.047   516,262.248   MT  0.99960326   +0 06 35.6
 FZ1924
 FZ1924                          SUPERSEDED SURVEY CONTROL
 FZ1924
 FZ1924  NAD 83(1986)-  36 58 22.68384(N)    080 49 02.25628(W) AD(       ) 4
 FZ1924  NAD 27      -  36 58 22.25092(N)    080 49 02.99138(W) AD(       ) 3
 FZ1924
 FZ1924.Superseded values are not recommended for survey control.
 FZ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1924.See file dsdata.txt to determine how the superseded data were derived.
 FZ1924
 FZ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1626291889(NAD 83)
 FZ1924_MARKER: 90 = CHURCH SPIRE
 FZ1924
 FZ1924  HISTORY     - Date     Condition        Report By
 FZ1924  HISTORY     - 1958     FIRST OBSERVED   CGS
 FZ1924  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 FZ1924
 FZ1924                          STATION DESCRIPTION
 FZ1924
 FZ1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1924'THE STATION IS THE POINT OF THE SPIRE MOUNTED ON A WHITE
 FZ1924'DOME OF THE RED BRICK CHURCH.  LOCATED ABOUT 4 MILES WEST
 FZ1924'SOUTHWEST OF THE TOWN OF DRAPER ON COUNTY ROAD 654, 1 MILE
 FZ1924'SOUTH OF U.S. HIGHWAY 11.
 FZ1924
 FZ1924                          STATION RECOVERY (2004)
 FZ1924
 FZ1924'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 FZ1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0344 ***********************************************************************
 FX0344  DESIGNATION -  DRAW
 FX0344  PID         -  FX0344
 FX0344  STATE/COUNTY-  VA/C OF NORFOLK
 FX0344  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0344
 FX0344                         *CURRENT SURVEY CONTROL
 FX0344  ___________________________________________________________________
 FX0344* NAD 83(1993)-  36 46 30.65820(N)    076 17 37.80020(W)     ADJUSTED  
 FX0344* NAVD 88     -         3.533  (meters)      11.59   (feet)  POSTED    
 FX0344  ___________________________________________________________________
 FX0344  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 FX0344  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0344  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 FX0344  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 FX0344
 FX0344  HORZ ORDER  -  THIRD
 FX0344  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0344
 FX0344.The horizontal coordinates were established by classical geodetic methods
 FX0344.and adjusted by the National Geodetic Survey in September 1995..
 FX0344
 FX0344.The orthometric height was determined by differential leveling
 FX0344.and adjusted by the National Geodetic Survey in 1992..
 FX0344.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0344.rate of 4.1 thru 8.0 mm/km.
 FX0344
 FX0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0344
 FX0344.The geoid height was determined by GEOID03.
 FX0344
 FX0344.The dynamic height is computed by dividing the NAVD 88
 FX0344.geopotential number by the normal gravity value computed on the
 FX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0344.degrees latitude (g = 980.6199 gals.).
 FX0344
 FX0344.The modeled gravity was interpolated from observed gravity values.
 FX0344
 FX0344;                    North         East     Units Scale Factor Converg.
 FX0344;SPC VA S     - 1,051,335.300 3,696,932.986   MT  0.99999847   +1 20 20.3
 FX0344;SPC VA S     - 3,449,255.90 12,129,020.97   sFT  0.99999847   +1 20 20.3
 FX0344;UTM  18      - 4,070,713.686   384,538.948   MT  0.99976424   -0 46 28.8
 FX0344
 FX0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0344!SPC VA S     -   1.00000526  x   0.99999847  =   1.00000373
 FX0344!UTM  18      -   1.00000526  x   0.99976424  =   0.99976950
 FX0344
 FX0344|---------------------------------------------------------------------|
 FX0344| PID    Reference Object                     Distance      Geod. Az  |
 FX0344|                                                           dddmmss.s |
 FX0344| DC8813 EAST ECC                              5.207 METERS 24844     |
 FX0344| FX3489 BRIDGE                              434.691 METERS 2570002.3 |
 FX0344| FX3340 CM PRETTY CO LIME WORKS TANK        APPROX. 1.2 KM 2954623.2 |
 FX0344| FX3455 SOUTH NORFOLK ARMOUR SILVER TK      480.400 METERS 3330705.2 |
 FX0344|---------------------------------------------------------------------|
 FX0344
 FX0344                          SUPERSEDED SURVEY CONTROL
 FX0344
 FX0344  NAD 83(1986)-  36 46 30.66422(N)    076 17 37.83528(W) AD(       ) 3
 FX0344  NGVD 29 (??/??/92)    3.781  (m)           12.40   (f) ADJ UNCH    2 0
 FX0344
 FX0344.Superseded values are not recommended for survey control.
 FX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0344.See file dsdata.txt to determine how the superseded data were derived.
 FX0344
 FX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8453970714(NAD 83)
 FX0344_MARKER: DD = SURVEY DISK
 FX0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0344_STAMPING: DRAW 1912 USCGS
 FX0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0344+STABILITY: SURFACE MOTION
 FX0344
 FX0344  HISTORY     - Date     Condition        Report By
 FX0344  HISTORY     - 1912     MONUMENTED       CGS
 FX0344  HISTORY     - 1932     GOOD             CGS
 FX0344  HISTORY     - 1954     SEE DESCRIPTION  AMS
 FX0344  HISTORY     - 1959     GOOD             CGS
 FX0344  HISTORY     - 1959     GOOD             NGS
 FX0344
 FX0344                          STATION DESCRIPTION
 FX0344
 FX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX0344'STATION IS LOCATED ON THE EMBANKMENT OF THE NORFOLK AND WESTERN
 FX0344'RAILWAY ON THE N SIDE OF THE TRACKS AND E SIDE OF THE LIFT
 FX0344'BRIDGE, 38 FEET W OF THE BRIDGE TENDERS HOUSE AND 96 FEET E OF
 FX0344'THE EASTERN ABUTMENT OF THE BRIDGE, 6 FEET 9 INCHES N OF THE
 FX0344'TRACK.
 FX0344'
 FX0344'MARKED BY A BLOCK OF CEMENT 6 BY 6 BY 9 INCHES BURIED 3 FEET
 FX0344'BELOW THE SURFACE.  OVER THIS IS A CEMENT BLOCK 6 BY 6 BY 22
 FX0344'INCHES PROJECTING 3 INCHES ABOVE SURFACE.  NAIL IN CEMENT MARKS
 FX0344'THE CENTER.
 FX0344
 FX0344                          STATION RECOVERY (1932)
 FX0344
 FX0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX0344'FOUND AS DESCRIBED.
 FX0344
 FX0344                          STATION RECOVERY (1954)
 FX0344
 FX0344'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX0344'STATION RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTION--SURFACE
 FX0344'MARK IS NOW A CONCRETE POST WITH A U.S.E. DISK SET IN TOP.  THE
 FX0344'MARK IS 80 FEET S OF CENTERLINE HIGHWAY AT E END OF HIGHWAY
 FX0344'BRIDGE, 16 FEET N OF CENTERLINE R.R. TRACKS, 96 FEET E OF E
 FX0344'BRIDGE ABUTMENT.
 FX0344
 FX0344                          STATION RECOVERY (1959)
 FX0344
 FX0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX0344'STATION WAS RECOVERED, A COMPLETE NEW DESCRIPTION FOLLOWS.
 FX0344'THE STATION MARK IS NOW A 6 BY 6 INCH CONCRETE POST WITH A U.S.E.
 FX0344'DISK SET IN THE TOP.  THE MARK IS LOCATED ON THE EMBANKMENT OF
 FX0344'NORFOLK AND WESTERN RAILWAY ON THE NORTH SIDE OF THE TRACKS AND
 FX0344'THE EAST END OF THE RAIL ROAD DRAW BRIDGE.  IT IS 95 FEET EAST OF
 FX0344'THE EAST ABUTMENT OF THE BRIDGE, 80 FEET SOUTH OF THE CENTERLINE
 FX0344'OF U.S. HIGHWAYS 460 AND 13, 10.3 FEET SOUTHWEST OF AN 8 BY
 FX0344'8 INCH POST WITH A U.S.C. AND G.S. WITNESS SIGN ATTACHED, 6.9
 FX0344'FEET NORTH OF THE NORTH RAIL AND 6 FEET SOUTH OF THE SOUTH
 FX0344'EDGE OF THE EMBANKMENT.  THE MARK PROJECTS ABOUT 6 INCHES AND
 FX0344'THE U.S.E. DISK IS STAMPED DRAW 1912 USC AND GS.
 FX0344'
 FX0344'REFERENCE MARKS NO. 1 AND 2 WERE ESTABLISHED.
 FX0344'
 FX0344'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE EAST
 FX0344'ABUTMENT AT THE NORTHEAST CORNER OF THE RAIL ROAD BRIDGE, 6 FEET
 FX0344'SOUTH OF THE NORTH EDGE OF THE ABUTMENT AND 3.6 FEET NORTH OF
 FX0344'THE NORTH RAIL OF THE RAIL ROAD TRACKS AND ABOUT THE SAME
 FX0344'ELEVATION AS THE STATION MARK.  THE DISK IS STAMPED DRAW NO 1
 FX0344'1912.
 FX0344'
 FX0344'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE EAST
 FX0344'ABUTMENT AT THE SOUTHEAST CORNER OF THE HIGHWAY DRAW BRIDGE AND
 FX0344'12 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 FX0344'OF U.S. HIGHWAY 13 AND 460 AND ABOUT THE SAME ELEVATION AS THE
 FX0344'STATION MARK.  THE DISK IS STAMPED DRAW NO 2 1912.
 FX0344'
 FX0344'HEIGHT OF STAND 4 FEET.
 FX0344
 FX0344                          STATION RECOVERY (1959)
 FX0344
 FX0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FX0344'AT SOUTH NORFOLK.
 FX0344'AT SOUTH NORFOLK, 94.6 FEET EAST OF THE EAST ABUTMENT OF NORFOLK
 FX0344'AND WESTERN RAILWAY DRAWBRIDGE ACROSS SOUTHERN BRANCH OF ELIZABETH
 FX0344'RIVER, 6.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK OF TWO,
 FX0344'94.9 FEET EAST OF R M 1, 61.2 FEET SOUTH OF R M 2, ABOUT 1 1/2
 FX0344'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 FX0344'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5107 ***********************************************************************
 GV5107  DESIGNATION -  DRAW
 GV5107  PID         -  GV5107
 GV5107  STATE/COUNTY-  VA/KING WILLIAM
 GV5107  USGS QUAD   -  KING WILLIAM (1984)
 GV5107
 GV5107                         *CURRENT SURVEY CONTROL
 GV5107  ___________________________________________________________________
 GV5107* NAD 83(1993)-  37 43 19.36685(N)    077 01 35.77978(W)     ADJUSTED  
 GV5107* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV5107  ___________________________________________________________________
 GV5107  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 GV5107  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV5107
 GV5107  HORZ ORDER  -  THIRD
 GV5107
 GV5107.The horizontal coordinates were established by classical geodetic methods
 GV5107.and adjusted by the National Geodetic Survey in November 1994..
 GV5107
 GV5107.The orthometric height was scaled from a topographic map.
 GV5107
 GV5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5107
 GV5107.The geoid height was determined by GEOID03.
 GV5107
 GV5107;                    North         East     Units Scale Factor Converg.
 GV5107;SPC VA S     - 1,155,128.494 3,629,888.900   MT  0.99996450   +0 53 39.3
 GV5107;SPC VA S     - 3,789,784.07 11,909,060.50   sFT  0.99996450   +0 53 39.3
 GV5107;UTM  18      - 4,176,909.321   321,390.525   MT  0.99999294   -1 14 25.0
 GV5107
 GV5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5107!SPC VA S     -   1.00000502  x   0.99996450  =   0.99996952
 GV5107!UTM  18      -   1.00000502  x   0.99999294  =   0.99999796
 GV5107
 GV5107|---------------------------------------------------------------------|
 GV5107| PID    Reference Object                     Distance      Geod. Az  |
 GV5107|                                                           dddmmss.s |
 GV5107| GV5106 CANNING HOUSE SMOKE STK STACK       345.883 METERS 03652     |
 GV5107| GV5103 BRIDGE                              256.777 METERS 03817     |
 GV5107| DC5289 DRAW RM 1                             7.072 METERS 14045     |
 GV5107| DC5290 DRAW RM 2                            21.750 METERS 16749     |
 GV5107| DC5291 DRAW RM 3                            36.348 METERS 25001     |
 GV5107| GV5105 CAMP                                APPROX. 0.9 KM 2694016.0 |
 GV5107|---------------------------------------------------------------------|
 GV5107
 GV5107                          SUPERSEDED SURVEY CONTROL
 GV5107
 GV5107  NAD 83(1986)-  37 43 19.36928(N)    077 01 35.79793(W) AD(       ) 3
 GV5107  NAD 27      -  37 43 18.86700(N)    077 01 36.92600(W) AD(       ) 3
 GV5107
 GV5107.Superseded values are not recommended for survey control.
 GV5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5107.See file dsdata.txt to determine how the superseded data were derived.
 GV5107
 GV5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2139176909(NAD 83)
 GV5107_MARKER: DS = TRIANGULATION STATION DISK
 GV5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5107
 GV5107  HISTORY     - Date     Condition        Report By
 GV5107  HISTORY     - 1912     MONUMENTED       CGS
 GV5107  HISTORY     - 1944     GOOD             CGS
 GV5107  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5107  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5107
 GV5107                          STATION DESCRIPTION
 GV5107
 GV5107'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5107'STATION IS ON THE RIGHT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5107'OPPOSITE WALKERTON, 54 METERS ABOVE THE UPPER SIDE OF BRIDGE
 GV5107'APPROACH, ON A RATHER HIGH AND PROMINENT FRONT OF BANK, 8
 GV5107'METERS BELOW A ROAD OR PATH TO SKIFF AND LUMBER LANDING, 7
 GV5107'METERS BACK FROM HIGH WATER AND 3 FEET ABOVE IT.
 GV5107'
 GV5107'SURFACE IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES, SURMOUNTED
 GV5107'BY BRASS PLATE WITH LEGEND.
 GV5107'
 GV5107'SUBSURFACE MARK IS A BEER BOTTLE.
 GV5107'
 GV5107'REFERENCE MARK NO. 1 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES ON
 GV5107'A KNOLL 2 FEET HIGH, DISTANT 7.072 METERS, 231 DEG 04 MIN 15.0
 GV5107'SEC TO RIGHT OF LINE TO STATION CAMP.
 GV5107'
 GV5107'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE AT BACK OF A 10-INCH
 GV5107'DOUBLE SYCAMORE TREE ON S SIDE OF RUN ALONG RIVER, DISTANT 21.750
 GV5107'METERS, 258 DEG 08 MIN 22.0 SEC TO RIGHT OF STATION CAMP.
 GV5107'
 GV5107'REFERENCE MARK NO. 3 IS NAIL IN LARGE TRIANGLE CUT ON 3-FOOT
 GV5107'RED OAK IN FRONT OF DWELLNG AT TOP OF HIGH BANK, DISTANT 36.348
 GV5107'METERS, 340 DEG 20 MIN 26.0 SEC TO RIGHT OF STATION CAMP.
 GV5107
 GV5107                          STATION RECOVERY (1944)
 GV5107
 GV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5107'ORIGINAL DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.  A
 GV5107'NEW DESCRIPTION FOLLOWS--
 GV5107'
 GV5107'THE STATION IS LOCATED ACROSS THE MATTAPONI RIVER FROM WALKERTON,
 GV5107'APPROXIMATELY 105 METERS NW OF APPROACH TO BRIDGE, NEAR ESSO
 GV5107'FUELING STATION, 16.4 METERS SE OF INSHORE END OF A LARGE PIER,
 GV5107'16 METERS NE OF A DIRT ROAD, 4 METERS BACK FROM HIGH-WATER
 GV5107'LINE, AND ABOUT 1 METER ABOVE MEAN HIGH-WATER.
 GV5107'
 GV5107'STATION MARK IS A BRONZE DISK, UNSTAMPED, SET IN CONCRETE AND
 GV5107'EXTENDING 4 INCHES ABOVE THE GROUND.  IT IS IN GOOD CONDITION.
 GV5107'THE SUB-SURFACE MARK IS A BEER BOTTLE.
 GV5107'
 GV5107'REFERENCE MARK 1 IS SSE OF THE STATION, IN BUSH THICKET, 15
 GV5107'METERS NE OF THE CENTER LINE OF A DIRT ROAD, AND 4.5 METERS BACK
 GV5107'FROM HIGH-WATER LINE.  REFERENCE MARK IS A BRONZE DISK, UNSTAMPED,
 GV5107'SET IN CONCRETE FLUSH WITH THE GROUND.  IT IS IN GOOD CONDITION.
 GV5107'
 GV5107'REFERENCE MARKS 2 AND 3 HAVE BEEN DESTROYED.
 GV5107
 GV5107                          STATION RECOVERY (1999)
 GV5107
 GV5107'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5107'MARK NOT FOUND.
 GV5107
 GV5107                          STATION RECOVERY (2003)
 GV5107
 GV5107'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1194 ***********************************************************************
 FW1194  DESIGNATION -  DRAW
 FW1194  PID         -  FW1194
 FW1194  STATE/COUNTY-  VA/ACCOMACK
 FW1194  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1194
 FW1194                         *CURRENT SURVEY CONTROL
 FW1194  ___________________________________________________________________
 FW1194* NAD 83(1993)-  37 31 56.11566(N)    075 39 34.66076(W)     ADJUSTED  
 FW1194* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1194  ___________________________________________________________________
 FW1194  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 FW1194  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FW1194
 FW1194  HORZ ORDER  -  THIRD
 FW1194
 FW1194.The horizontal coordinates were established by classical geodetic methods
 FW1194.and adjusted by the National Geodetic Survey in November 1994..
 FW1194
 FW1194.The orthometric height was scaled from a topographic map.
 FW1194
 FW1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1194
 FW1194.The geoid height was determined by GEOID03.
 FW1194
 FW1194;                    North         East     Units Scale Factor Converg.
 FW1194;SPC VA S     - 1,136,827.192 3,751,002.536   MT  0.99994952   +1 43 26.0
 FW1194;SPC VA S     - 3,729,740.55 12,306,414.15   sFT  0.99994952   +1 43 26.0
 FW1194;UTM  18      - 4,154,124.116   441,720.186   MT  0.99964184   -0 24 06.7
 FW1194
 FW1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1194!SPC VA S     -   1.00000582  x   0.99994952  =   0.99995534
 FW1194!UTM  18      -   1.00000582  x   0.99964184  =   0.99964766
 FW1194
 FW1194:                Primary Azimuth Mark                     Grid Az
 FW1194:SPC VA S     -  WACHAPREAGUE COAST GUARD                 031 46 39.4
 FW1194:UTM  18      -  WACHAPREAGUE COAST GUARD                 033 54 12.1
 FW1194
 FW1194|---------------------------------------------------------------------|
 FW1194| PID    Reference Object                     Distance      Geod. Az  |
 FW1194|                                                           dddmmss.s |
 FW1194| FW1177 WACHAPREAGUE COAST GUARD            APPROX. 7.5 KM 0333005.4 |
 FW1194| DC7247 DRAW RM 1                            18.200 METERS 16146     |
 FW1194| FW0889 REVELS ISLAND WATER TANK            APPROX. 3.9 KM 1850723.1 |
 FW1194| DC7248 DRAW RM 2                            18.060 METERS 23545     |
 FW1194| FW1197 HAULOVER 2                          APPROX. 9.6 KM 3532922.7 |
 FW1194|---------------------------------------------------------------------|
 FW1194
 FW1194                          SUPERSEDED SURVEY CONTROL
 FW1194
 FW1194  NAD 83(1993)-  37 31 56.11405(N)    075 39 34.69803(W) AD(       ) 3
 FW1194  NAD 83(1986)-  37 31 56.11504(N)    075 39 34.70018(W) AD(       ) 3
 FW1194  NAD 27      -  37 31 55.62402(N)    075 39 35.95821(W) AD(       ) 3
 FW1194
 FW1194.Superseded values are not recommended for survey control.
 FW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1194.See file dsdata.txt to determine how the superseded data were derived.
 FW1194
 FW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4172054124(NAD 83)
 FW1194_MARKER: DS = TRIANGULATION STATION DISK
 FW1194_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1194_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1194
 FW1194  HISTORY     - Date     Condition        Report By
 FW1194  HISTORY     - 1933     MONUMENTED       CGS
 FW1194  HISTORY     - 1934     GOOD             CGS
 FW1194  HISTORY     - 1942     GOOD             CGS
 FW1194  HISTORY     - 1957     MARK NOT FOUND   USGS
 FW1194  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FW1194  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FW1194  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FW1194
 FW1194                          STATION DESCRIPTION
 FW1194
 FW1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1194'STATION IS ON THE MARSH OF PARRAMORE ISLAND, IS ABOUT HALFWAY
 FW1194'FROM EITHER END OF THE ISLAND ON E SIDE OF DRAWING CHANNEL.
 FW1194'THERE IS A DRAIN ABOUT 30 FEET N OF THE STATION WHICH RUNS
 FW1194'UP INTO THE MARSH.  ABOUT 3/4 MILE NE OF THE INTERSECTION
 FW1194'OF DRAWING CHANNEL AND THE SWASH.  STATION IS ABOUT 24 PACES
 FW1194'E OF THE EDGE OF THE MARSH.  THE STATION IS COVERED AT HIGH
 FW1194'WATER.
 FW1194'
 FW1194'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW1194'BRONZE DISKS SET IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED
 FW1194'IN NOTES 6A AND 13A.
 FW1194
 FW1194                          STATION RECOVERY (1934)
 FW1194
 FW1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1194'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1194'STATION IS LOCATED ON THE MARSH ON W SIDE OF PARRAMORE ISLAND
 FW1194'AND ON THE SE SHORE OF SWASH BAY.  IT IS ABOUT 150 METERS SW
 FW1194'ALONG THE MARSH EDGE FROM THE FIRST PROMINENT MARSH POINT
 FW1194'ON PARRAMORE ISLAND RECKONED IN A NORTHEASTERLY DIRECTION
 FW1194'FROM THE INTERSECTION OF THE SWASH AND DRAWING CHANNELS.
 FW1194'A SMALL CREEK OR DRAIN ENTERS THE MARSH JUST TO THE N OF THE
 FW1194'STATION.  THE MARK IS 9 METERS S FROM THE BANK OF THIS CREEK,
 FW1194'11.5 METERS SE OF THE POINT OF MARSH AT THE S SIDE OF THE
 FW1194'CREEKS ENTRANCE, AND ABOUT 20 METERS BACK FROM THE MARSH
 FW1194'EDGE ON SWASH BAY.  BOTH STATION AND REFERENCE MARKS ARE
 FW1194'COVERED ON EXTREME HIGH TIDES.
 FW1194
 FW1194                          STATION RECOVERY (1942)
 FW1194
 FW1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1194'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 FW1194'U.S. COAST AND GEODETIC SURVEY PUBLICATION DESCRIPTIONS
 FW1194'OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE ISLAND TO
 FW1194'CAPE CHARLES, VIRGINIA--
 FW1194'
 FW1194'(1) THE STATION IS 20 METERS SE OF THE POINT OF MARSH, NOT
 FW1194'11.5 METERS.
 FW1194'
 FW1194'(2) THE STATION IS 7 METERS S FROM THE BANK OF THE CREEK,
 FW1194'NOT 9 METERS.
 FW1194'
 FW1194'(3) REFERENCE MARK NO. 2 IS 18.135 METERS DISTANT, NOT 18.06
 FW1194'METERS.
 FW1194'
 FW1194'THIS STATION IS LOCATED ON THE MARSH ON THE W SIDE OF PARRAMORE
 FW1194'ISLAND, AND ON THE SE SHORE OF SWASH BAY, ABOUT 150 METERS
 FW1194'SW ALONG THE MARSH EDGE FROM THE FIRST PROMINENT MARSH POINT
 FW1194'ON PARRAMORE ISLAND AS VIEWED IN A NORTHEASTERLY DIRECTION
 FW1194'FROM THE INTERSECTION OF THE SWASH, AND DRAWING CHANNELS.
 FW1194'A SMALL CREEK OR DRAIN ENTERS THE MARSH JUST TO THE N OF THE
 FW1194'STATION.  THE STATION IS 7 METERS S FROM THE BANK OF THIS
 FW1194'CREEK, AND 20 METERS SSE FROM THE TIP OR POINT OF MARSH ON
 FW1194'THE S SIDE OF THE CREEKS ENTRANCE, AND ABOUT 20 METERS E OF
 FW1194'THE OFFSHORE MARSH LINE ON SWASH BAY.  THIS STATION IS A
 FW1194'BRONZE DISK TRIANGULATION STATION MARK, STAMPED DRAW 1933,
 FW1194'SET IN CONCRETE AT THE CENTER OF THE TOP OF AN 8-INCH TILE
 FW1194'PIPE, WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  THE
 FW1194'STATION IS IN GOOD CONDITION.
 FW1194'
 FW1194'REFERENCE MARK NO. 1 IS LOCATED 18.202 METERS E OF THE STATION,
 FW1194'ABOUT 8 METERS S OF THE BANK OF THE CREEK, AND 21.818 METERS
 FW1194'NE OF REFERENCE MARK NO. 2.  THE MARK IS A BRONZE DISK REFERENCE
 FW1194'MARK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED
 FW1194'1, 1933, SET IN CONCRETE AT THE CENTER OF THE TOP OF A 4-INCH
 FW1194'TILE PIPE, WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  THE
 FW1194'MARK IS IN GOOD CONDITION.
 FW1194'
 FW1194'REFERENCE MARK NO. 2 IS LOCATED 18.135 METERS S OF THE STATION,
 FW1194'AND ABOUT 19 METERS E FROM THE OFFSHORE MARSH LINE ON SWASH
 FW1194'BAY.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 FW1194'ARROW POINTING TOWARD THE STATION, STAMPED 2 1933, SET IN
 FW1194'CONCRETE AT THE CENTER OF THE TOP OF A 4-INCH TILE PIPE,
 FW1194'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS IN
 FW1194'GOOD CONDITION.
 FW1194
 FW1194                          STATION RECOVERY (1957)
 FW1194
 FW1194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FW1194'STATION HAS BEEN WASHED OUT.  REFERENCE MARK NO. 1 IS OKAY.
 FW1194
 FW1194                          STATION RECOVERY (1958)
 FW1194
 FW1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1194'STATION AND REFERENCE MARK NO. 2 WERE FOUND LAYING IN ABOUT
 FW1194'2 FEET OF WATER 29 FEET FROM SHORE LINE.  A WOODEN POLE
 FW1194'MARKS THE LOCATION OF THE STATION MARK.
 FW1194'
 FW1194'REFERENCE MARK NO. 1 WAS RECOVERED AND IS ABOUT 9 PACES SE
 FW1194'OF THE SE BANK OF SWASH BAY, 4 PACES SW OF A SMALL CREEK
 FW1194'THAT RUNS INTO SWASH BAY, PROJECTS 5 INCHES, AND IS LOCATED
 FW1194'NEAR A WOODEN STAKE.
 FW1194
 FW1194                          STATION RECOVERY (1959)
 FW1194
 FW1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW1194'STATION MARK AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.
 FW1194'THE TERRACOTTA PIPE AND PIECES OF CONCRETE WERE FOUND IN
 FW1194'THE VICINITY OF THE MARKS BUT NO TRACE OF THE DISKS COULD
 FW1194'BE FOUND.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 FW1194'
 FW1194'A NEW STATION MARK WAS ESTABLISHED 85.74 FEET SOUTHWEST
 FW1194'OF REFERENCE MARK NO. 1.
 FW1194
 FW1194                          STATION RECOVERY (1961)
 FW1194
 FW1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1194'THE STATION AND REFERENCE MARKS 1 AND 2 ARE DESTROYED.
 FW1194'W.E.R. ESTABLISHED A NEW STATION AT THE SITE IN 1959 AND
 FW1194'USED REFERENCE MARK 1 AS A REFERENCE.  THE NEW STATION AND
 FW1194'REFERENCES 3 AND 4 REMAIN BUT REFERENCE 1, 1933 IS NOW DESTROYED.
 FW1194'
 FW1194'SEE RECOVERY FOR DRAW 2, 1959
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3203 ***********************************************************************
 FX3203  DESIGNATION -  DRAW
 FX3203  PID         -  FX3203
 FX3203  STATE/COUNTY-  VA/C OF NORFOLK
 FX3203  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3203
 FX3203                         *CURRENT SURVEY CONTROL
 FX3203  ___________________________________________________________________
 FX3203* NAD 83(1993)-  36 54 27.43625(N)    076 18 17.63694(W)     ADJUSTED  
 FX3203* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3203  ___________________________________________________________________
 FX3203  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FX3203  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX3203
 FX3203  HORZ ORDER  -  THIRD
 FX3203
 FX3203.The horizontal coordinates were established by classical geodetic methods
 FX3203.and adjusted by the National Geodetic Survey in September 1995..
 FX3203
 FX3203.The orthometric height was scaled from a topographic map.
 FX3203
 FX3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3203
 FX3203.The geoid height was determined by GEOID03.
 FX3203
 FX3203;                    North         East     Units Scale Factor Converg.
 FX3203;SPC VA S     - 1,066,005.419 3,695,603.670   MT  0.99997741   +1 19 56.1
 FX3203;SPC VA S     - 3,497,386.11 12,124,659.71   sFT  0.99997741   +1 19 56.1
 FX3203;UTM  18      - 4,085,419.600   383,752.069   MT  0.99976648   -0 47 01.4
 FX3203
 FX3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3203!SPC VA S     -   1.00000584  x   0.99997741  =   0.99998325
 FX3203!UTM  18      -   1.00000584  x   0.99976648  =   0.99977232
 FX3203
 FX3203|---------------------------------------------------------------------|
 FX3203| PID    Reference Object                     Distance      Geod. Az  |
 FX3203|                                                           dddmmss.s |
 FX3203| DC8795 DRAW RM 2                            16.545 METERS 08632     |
 FX3203| FX3194 CHIMNEY USPHS                       APPROX. 0.7 KM 1645438.9 |
 FX3203| FX3286 US SHIPPING BOARD TANK              APPROX. 2.2 KM 2944228.3 |
 FX3203| DC8794 DRAW RM 1                            23.930 METERS 30353     |
 FX3203|---------------------------------------------------------------------|
 FX3203
 FX3203                          SUPERSEDED SURVEY CONTROL
 FX3203
 FX3203  NAD 83(1986)-  36 54 27.44211(N)    076 18 17.67268(W) AD(       ) 3
 FX3203  NAD 27      -  36 54 26.91100(N)    076 18 18.87900(W) AD(       ) 3
 FX3203
 FX3203.Superseded values are not recommended for survey control.
 FX3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3203.See file dsdata.txt to determine how the superseded data were derived.
 FX3203
 FX3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8375285420(NAD 83)
 FX3203_MARKER: DS = TRIANGULATION STATION DISK
 FX3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3203
 FX3203  HISTORY     - Date     Condition        Report By
 FX3203  HISTORY     - 1929     MONUMENTED       CGS
 FX3203  HISTORY     - 1960     MARK NOT FOUND   CGS
 FX3203  HISTORY     - 19981003 MARK NOT FOUND   USPSQD
 FX3203
 FX3203                          STATION DESCRIPTION
 FX3203
 FX3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3203'STATION IS ON THE N BANK OF THE LAFAYETTE RIVER ABOUT 40 METERS E OF
 FX3203'HAMPTON BOULEVARD BRIDGE ON A SAND SPIT.  THE SAND SPIT IS ABOUT 30
 FX3203'METERS WIDE AND 100 METERS LONG EXTENDING TO THE E SIDE OF THE
 FX3203'BRIDGE.  STATION IS ABOUT 10 FEET ABOVE THE HIGH-WATER LINE.  A WATER
 FX3203'OR SEWER PIPE OF CAST IRON LIES ABOUT 30 FEET W OF THE STATION.
 FX3203'
 FX3203'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 FX3203'AS DESCRIBED IN NOTES 1A AND 11A.
 FX3203'
 FX3203'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A
 FX3203'GLASS BOTTLE AS DESCRIBED IN NOTE 7D.
 FX3203
 FX3203                          STATION RECOVERY (1960)
 FX3203
 FX3203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3203'A TWO HOUR SEARCH WAS MADE FOR THIS STATION BUT WAS NOT RECOVERED.
 FX3203'THE SAND SPIT AT THIS POINT NOW REACHES OUT ABOUT 200 FEET INTO
 FX3203'LAFAYETT RIVER, AND IS ONLY ABOUT 6 FEET WIDE AT SOME POINTS.
 FX3203
 FX3203                          STATION RECOVERY (1998)
 FX3203
 FX3203'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX3203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1195 ***********************************************************************
 FW1195  DESIGNATION -  DRAW 2
 FW1195  PID         -  FW1195
 FW1195  STATE/COUNTY-  VA/ACCOMACK
 FW1195  USGS QUAD   -  WACHAPREAGUE (1974)
 FW1195
 FW1195                         *CURRENT SURVEY CONTROL
 FW1195  ___________________________________________________________________
 FW1195* NAD 83(1993)-  37 31 54.79299(N)    075 39 34.89704(W)     ADJUSTED  
 FW1195* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1195  ___________________________________________________________________
 FW1195  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 FW1195  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FW1195
 FW1195  HORZ ORDER  -  SECOND
 FW1195
 FW1195.The horizontal coordinates were established by classical geodetic methods
 FW1195.and adjusted by the National Geodetic Survey in November 1994..
 FW1195
 FW1195.The orthometric height was scaled from a topographic map.
 FW1195
 FW1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1195
 FW1195.The geoid height was determined by GEOID03.
 FW1195
 FW1195;                    North         East     Units Scale Factor Converg.
 FW1195;SPC VA S     - 1,136,786.261 3,750,997.964   MT  0.99994950   +1 43 25.9
 FW1195;SPC VA S     - 3,729,606.26 12,306,399.15   sFT  0.99994950   +1 43 25.9
 FW1195;UTM  18      - 4,154,083.394   441,714.101   MT  0.99964184   -0 24 06.8
 FW1195
 FW1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1195!SPC VA S     -   1.00000582  x   0.99994950  =   0.99995532
 FW1195!UTM  18      -   1.00000582  x   0.99964184  =   0.99964766
 FW1195
 FW1195|---------------------------------------------------------------------|
 FW1195| PID    Reference Object                     Distance      Geod. Az  |
 FW1195|                                                           dddmmss.s |
 FW1195| DC7247 DRAW RM 1                            26.134 METERS 02607     |
 FW1195| FW0872 REVEL                               APPROX. 4.4 KM 1835031.0 |
 FW1195| DC7249 DRAW 2 RM 3                          20.867 METERS 20455     |
 FW1195| DC7250 DRAW 2 RM 4                          23.329 METERS 26759     |
 FW1195|---------------------------------------------------------------------|
 FW1195
 FW1195                          SUPERSEDED SURVEY CONTROL
 FW1195
 FW1195  NAD 83(1993)-  37 31 54.79214(N)    075 39 34.93597(W) AD(       ) 2
 FW1195  NAD 83(1986)-  37 31 54.79211(N)    075 39 34.93587(W) AD(       ) 2
 FW1195  NAD 27      -  37 31 54.30209(N)    075 39 36.19487(W) AD(       ) 2
 FW1195
 FW1195.Superseded values are not recommended for survey control.
 FW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1195.See file dsdata.txt to determine how the superseded data were derived.
 FW1195
 FW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4171454083(NAD 83)
 FW1195_MARKER: DS = TRIANGULATION STATION DISK
 FW1195_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1195_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1195
 FW1195  HISTORY     - Date     Condition        Report By
 FW1195  HISTORY     - 1959     MONUMENTED       CGS
 FW1195  HISTORY     - 1961     GOOD             CGS
 FW1195  HISTORY     - 1962     GOOD             CGS
 FW1195
 FW1195                          STATION DESCRIPTION
 FW1195
 FW1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW1195'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WACHAPREAGUE,
 FW1195'AT THE SOUTHEAST EDGE OF SWASH BAY AND ABOUT 3/4 MILE EAST
 FW1195'OF THE JUNCTION OF DRAW, LITTLE SLEEP AND SWASH CHANNELS.
 FW1195'
 FW1195'THE STATION IS BEST REACHED BY BOAT FROM WACHAPREAGUE,
 FW1195'VIRGINIA.
 FW1195'
 FW1195'STATION MARK, A STANDARD DISK STAMPED DRAW 2 1959, IS SOLDERED
 FW1195'ON THE END OF AN 8-FOOT BRONZE ROD WHICH IS SET IN CONCRETE
 FW1195'IN THE CENTER OF A 4-INCH TERRACOTTA PIPE WHICH PROJECTS
 FW1195'5-INCHES.  IT IS 110 FEET WEST OF THE HIGH WATER LINE OF
 FW1195'A SMALL DRAW IN THE MARSH AND 72 FEET SOUTH OF THE HIGH WATER
 FW1195'LINE OF SWASH BAY.  NO UNDERGROUND MARK WAS SET.
 FW1195'
 FW1195'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED 1 1933, IS SET
 FW1195'IN THE CENTER OF A 3-INCH CONCRETE CYLINDER WHICH PROJECTS
 FW1195'6-INCHES.  THE TERRACOTTA PIPE HAS CRUMBLED AWAY FROM AROUND
 FW1195'THE CONCRETE.  THE ARROW IN THE DISK IS POINTING IN THE
 FW1195'DIRECTION OF THE OLD DESTROYED STATION.  IT IS 16 FEET WEST
 FW1195'OF THE HIGH WATER LINE OF A SMALL DRAW IN THE MARSH AND 29
 FW1195'FEET SOUTH OF THE HIGH WATER LINE OF SWASH BAY.
 FW1195'
 FW1195'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DRAW 2 NO
 FW1195'3 1959, IS SOLDERED ON THE END OF AN 8-FOOT BRONZE ROD WHICH
 FW1195'IS SET IN SAND IN THE CENTER OF A 4-INCH TERRACOTTA PIPE WHICH
 FW1195'PROJECTS 6-INCHES.  IT IS 161 FEET WEST OF THE HIGH WATER
 FW1195'LINE OF A SMALL DRAW IN THE MARSH AND 110 FEET SOUTHEAST OF
 FW1195'THE HIGH WATER LINE OF SWASH BAY.
 FW1195'
 FW1195'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DRAW 2 NO 4 1959,
 FW1195'IS SOLDERED ON THE END OF AN 8-FOOT BRONZE ROD WHICH IS SET
 FW1195'IN SAND IN THE CENTER OF A 4-INCH TERRACOTTA PIPE WHICH
 FW1195'PROJECTS 6-INCHES.  IT IS 47 FEET SOUTH OF THE HIGH WATER LINE
 FW1195'OF SWASH BAY.
 FW1195'
 FW1195'REFERENCE MARK NO. 1 IS 42.449 METERS (139.27 FEET) NORTHEAST
 FW1195'OF REFERENCE MARK NO. 4.  REFERENCE MARK NO. 3 IS 23.220
 FW1195'METERS (76.18 FEET) SOUTHEAST OF REFERENCE MARK NO. 4.
 FW1195'
 FW1195'NO AZIMUTH MARK WAS SET.
 FW1195
 FW1195                          STATION RECOVERY (1961)
 FW1195
 FW1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW1195'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 FW1195'IN GOOD CONDITION.  REFERENCE MARK-1, 1933 IS DESTROYED, THE
 FW1195'CONCRETE AND TERRACOTTA PIPE HAS DETERIORATED TO THE EXTENT
 FW1195'THAT THE DISK HAS FALLEN OUT AND WAS PICKED UP BY THIS PARTY.
 FW1195'WITH THE EXCEPTION OF REFERENCE MARK 1, 1933 THE DESCRIPTION
 FW1195'FOR DRAW 2, 1959 BY W.E.R. IS ADEQUATE AND COMPLETE.
 FW1195'
 FW1195'THERE IS A 10 FOOT STAND OVER THE STATION AT THIS DATE.
 FW1195
 FW1195                          STATION RECOVERY (1962)
 FW1195
 FW1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW1195'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 FW1195'DESCRIBED IN THE 1959 DESCRIPTION AND FOUND TO BE IN GOOD
 FW1195'CONDITION.
 FW1195'
 FW1195'REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY WEATHERING AND
 FW1195'OR VANDALISM.
 FW1195'
 FW1195'THE 1959 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0345 ***********************************************************************
 FX0345  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0345  DESIGNATION -  DRAW RM 1
 FX0345  PID         -  FX0345
 FX0345  STATE/COUNTY-  VA/C OF NORFOLK
 FX0345  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0345
 FX0345                         *CURRENT SURVEY CONTROL
 FX0345  ___________________________________________________________________
 FX0345* NAD 83(1986)-  36 46 33.     (N)    076 17 37.     (W)     SCALED    
 FX0345* NAVD 88     -         3.595  (meters)      11.79   (feet)  POSTED    
 FX0345  ___________________________________________________________________
 FX0345  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0345  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 FX0345  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 FX0345
 FX0345  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FX0345
 FX0345.The horizontal coordinates were scaled from a topographic map and have
 FX0345.an estimated accuracy of +/- 6 seconds.
 FX0345
 FX0345.The orthometric height was determined by differential leveling
 FX0345.and adjusted by the National Geodetic Survey in 1992..
 FX0345.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FX0345.rate of 4.1 thru 8.0 mm/km.
 FX0345
 FX0345.This Tidal Bench Mark is designated as VM 13900
 FX0345.by the Center for Operational Oceanographic Products and Services.
 FX0345
 FX0345.The geoid height was determined by GEOID03.
 FX0345
 FX0345.The dynamic height is computed by dividing the NAVD 88
 FX0345.geopotential number by the normal gravity value computed on the
 FX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0345.degrees latitude (g = 980.6199 gals.).
 FX0345
 FX0345.The modeled gravity was interpolated from observed gravity values.
 FX0345
 FX0345;                    North         East    Units  Estimated Accuracy
 FX0345;SPC VA S     - 1,051,410.    3,696,950.      MT  (+/- 180 meters Scaled)
 FX0345
 FX0345                          SUPERSEDED SURVEY CONTROL
 FX0345
 FX0345  NGVD 29 (??/??/92)    3.842  (m)           12.61   (f) ADJ UNCH    2 0
 FX0345
 FX0345.Superseded values are not recommended for survey control.
 FX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0345.See file dsdata.txt to determine how the superseded data were derived.
 FX0345
 FX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF845707(NAD 83)
 FX0345_MARKER: DR = REFERENCE MARK DISK
 FX0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0345_SP_SET: ABUTMENT
 FX0345_STAMPING: DRAW NO 1 1912 1959
 FX0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0345
 FX0345  HISTORY     - Date     Condition        Report By
 FX0345  HISTORY     - 1959     MONUMENTED       CGS
 FX0345
 FX0345                          STATION DESCRIPTION
 FX0345
 FX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0345'AT SOUTH NORFOLK.
 FX0345'94.9 FEET WEST OF DRAW DESCRIBED, IN TOP OF THE NORTH END OF THE
 FX0345'BACK WALL OF THE EAST CONCRETE ABUTMENT OF NORFOLK AND WESTERN
 FX0345'RAILWAY DRAW BRIDGE OVER SOUTHERN BRANCH OF ELIZABETH RIVER, AND
 FX0345'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0346 ***********************************************************************
 FX0346  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0346  DESIGNATION -  DRAW RM 2
 FX0346  PID         -  FX0346
 FX0346  STATE/COUNTY-  VA/C OF NORFOLK
 FX0346  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0346
 FX0346                         *CURRENT SURVEY CONTROL
 FX0346  ___________________________________________________________________
 FX0346* NAD 83(1986)-  36 46 33.     (N)    076 17 37.     (W)     SCALED    
 FX0346* NAVD 88     -         4.508  (meters)      14.79   (feet)  POSTED    
 FX0346  ___________________________________________________________________
 FX0346  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0346  DYNAMIC HT  -           4.500 (meters)      14.76  (feet)  COMP
 FX0346  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 FX0346
 FX0346  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0346
 FX0346.The horizontal coordinates were scaled from a topographic map and have
 FX0346.an estimated accuracy of +/- 6 seconds.
 FX0346
 FX0346.The orthometric height was determined by differential leveling
 FX0346.and adjusted by the National Geodetic Survey in 1992..
 FX0346.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0346.rate of 2.1 thru 3.0 mm/km.
 FX0346
 FX0346.This Tidal Bench Mark is designated as VM 13901
 FX0346.by the Center for Operational Oceanographic Products and Services.
 FX0346
 FX0346.The geoid height was determined by GEOID03.
 FX0346
 FX0346.The dynamic height is computed by dividing the NAVD 88
 FX0346.geopotential number by the normal gravity value computed on the
 FX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0346.degrees latitude (g = 980.6199 gals.).
 FX0346
 FX0346.The modeled gravity was interpolated from observed gravity values.
 FX0346
 FX0346;                    North         East    Units  Estimated Accuracy
 FX0346;SPC VA S     - 1,051,410.    3,696,950.      MT  (+/- 180 meters Scaled)
 FX0346
 FX0346                          SUPERSEDED SURVEY CONTROL
 FX0346
 FX0346  NGVD 29 (??/??/92)    4.755  (m)           15.60   (f) ADJ UNCH    2 0
 FX0346
 FX0346.Superseded values are not recommended for survey control.
 FX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0346.See file dsdata.txt to determine how the superseded data were derived.
 FX0346
 FX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF845707(NAD 83)
 FX0346_MARKER: DR = REFERENCE MARK DISK
 FX0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0346_SP_SET: ABUTMENT
 FX0346_STAMPING: DRAW NO 2 1912 1959
 FX0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0346
 FX0346  HISTORY     - Date     Condition        Report By
 FX0346  HISTORY     - 1959     MONUMENTED       CGS
 FX0346
 FX0346                          STATION DESCRIPTION
 FX0346
 FX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0346'AT SOUTH NORFOLK.
 FX0346'61.2 FEET NORTH OF DRAW DESCRIBED, 21 1/2 FEET SOUTH OF THE CENTER
 FX0346'LINE OF U.S. HIGHWAY 460 AND 13, IN TOP OF THE SOUTH END OF THE
 FX0346'BACK WALL OF THE EAST CONCRETE ABUTMENT OF U.S. HIGHWAY 460 AND 13
 FX0346'BRIDGE OVER SOUTHERN BRANCH OF ELIZABETH RIVER, AND ABOUT LEVEL
 FX0346'WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5517 ***********************************************************************
 GV5517  DESIGNATION -  DREWRY
 GV5517  PID         -  GV5517
 GV5517  STATE/COUNTY-  VA/CHESTERFIELD
 GV5517  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5517
 GV5517                         *CURRENT SURVEY CONTROL
 GV5517  ___________________________________________________________________
 GV5517* NAD 83(1993)-  37 25 26.98856(N)    077 25 32.51990(W)     ADJUSTED  
 GV5517* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 GV5517  ___________________________________________________________________
 GV5517  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 GV5517  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV5517
 GV5517  HORZ ORDER  -  SECOND
 GV5517
 GV5517.The horizontal coordinates were established by classical geodetic methods
 GV5517.and adjusted by the National Geodetic Survey in September 1995..
 GV5517
 GV5517.The orthometric height was scaled from a topographic map.
 GV5517
 GV5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5517
 GV5517.The geoid height was determined by GEOID03.
 GV5517
 GV5517;                    North         East     Units Scale Factor Converg.
 GV5517;SPC VA S     - 1,121,595.896 3,595,084.249   MT  0.99994589   +0 39 07.3
 GV5517;SPC VA S     - 3,679,769.20 11,794,872.24   sFT  0.99994589   +0 39 07.3
 GV5517;UTM  18      - 4,144,690.015   285,358.631   MT  1.00016753   -1 28 28.9
 GV5517
 GV5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5517!SPC VA S     -   1.00000072  x   0.99994589  =   0.99994661
 GV5517!UTM  18      -   1.00000072  x   1.00016753  =   1.00016825
 GV5517
 GV5517:                Primary Azimuth Mark                     Grid Az
 GV5517:SPC VA S     -  RICHMOND DEEPWATER TERM SE TK            001 41 21.9
 GV5517:UTM  18      -  RICHMOND DEEPWATER TERM SE TK            003 48 58.1
 GV5517
 GV5517|---------------------------------------------------------------------|
 GV5517| PID    Reference Object                     Distance      Geod. Az  |
 GV5517|                                                           dddmmss.s |
 GV5517| GV5531 RICHMOND DEEPWATER TERM SE TK       APPROX. 3.6 KM 0022029.2 |
 GV5517| GV5541 WESTERLY ONE OF TWIN RED SILOS      APPROX. 1.4 KM 0432946.4 |
 GV5517| GV5525 FALLING CREEK LIGHT                 APPROX. 1.3 KM 3523001.8 |
 GV5517| GV5530 RICHMOND DEEPWATER TERM NW TK       APPROX. 4.0 KM 3591820.1 |
 GV5517|---------------------------------------------------------------------|
 GV5517
 GV5517                          SUPERSEDED SURVEY CONTROL
 GV5517
 GV5517  NAD 83(1993)-  37 25 26.98886(N)    077 25 32.51927(W) AD(       ) 2
 GV5517  NAD 83(1986)-  37 25 26.99504(N)    077 25 32.53635(W) AD(       ) 2
 GV5517  NAD 27      -  37 25 26.46000(N)    077 25 33.59900(W) AD(       ) 2
 GV5517
 GV5517.Superseded values are not recommended for survey control.
 GV5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5517.See file dsdata.txt to determine how the superseded data were derived.
 GV5517
 GV5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8535944690(NAD 83)
 GV5517_MARKER: DS = TRIANGULATION STATION DISK
 GV5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5517
 GV5517  HISTORY     - Date     Condition        Report By
 GV5517  HISTORY     - 1943     MONUMENTED       CGS
 GV5517  HISTORY     - 1943     GOOD             CGS
 GV5517  HISTORY     - 1952     GOOD             AMS
 GV5517  HISTORY     - 1957     MARK NOT FOUND   CGS
 GV5517  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV5517  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5517  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5517
 GV5517                          STATION DESCRIPTION
 GV5517
 GV5517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5517'MARK IS ON THE TOP OF DREWRYS BLUFF ON THE W SIDE OF JAMES RIVER
 GV5517'ABOUT 7 MILES S OF RICHMOND.  IT IS IN AN OPEN SPACE JUST N OF THE
 GV5517'FENCE OF THE SHELL OIL COMPANY PROPERTY LINE AND W OF A GENERAL
 GV5517'TURNING AND PARKING AREA FOR CARS AT THE EDGE OF THE BLUFF.  IT IS
 GV5517'IN THE CENTER OF A CLEARING ON THE SW SIDE OF THE ROAD, 100 FEET
 GV5517'W OF EDGE OF BLUFF.  80 FEET NW OF TOP OF HIGHEST EARTH PILE AT S
 GV5517'END OF ROAD.  21 FEET SW OF CENTER LINE AT ROAD.  71 FEET SE OF A
 GV5517'TWIN FORKED OAK TREE WHICH IS LOCATED ON THE NW SIDE OF CLEARING,
 GV5517'15 FEET SW OF ROAD.  46.5 FEET FROM MOST SOUTHEASTERLY TREE OF
 GV5517'GROUP OF THREE ON THE NORTHEASTERLY SIDE OF PARKING AREA.
 GV5517'
 GV5517'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 GV5517'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 GV5517'
 GV5517'REFERENCE MARK NO. 1 IS BACK IN THE WOODS ON THE S EDGE OF
 GV5517'CLEARING AT THE BOTTOM OF SLOPE OF MOST NORTHERLY EARTH PILE.  IT
 GV5517'IS 10.3 FEET SW OF A TWIN FORKED OAK TREE.  41 FEET SW OF CENTER
 GV5517'OF ROAD.  17 FEET FROM TOP OF MOST NORTHERLY EARTH PILE.
 GV5517'
 GV5517'REFERENCE MARK NO. 2 IS IN THE WOODS, 15 FEET SW OF EDGE OF
 GV5517'CLEARING.  62.8 FEET W OF TWIN FORKED OAK TREE MENTIONED ABOVE THE
 GV5517'STATION MARK, 62 FEET W OF ROAD CENTER, 90.2 FEET SW OF MOST
 GV5517'SOUTHEASTERLY LARGE OAK TREE OF A GROUP OF THREE ON THE
 GV5517'NORTHEASTERLY SIDE OF PARKING AREA.
 GV5517'
 GV5517'AZIMUTH MARK IS THE FINIAL ON THE TOP OF THE MOST WESTERLY
 GV5517'OF TWO SILOS ON A FARM ACROSS THE JAMES RIVER ABOUT 3/4 MILE
 GV5517'EASTERLY FROM STATION.
 GV5517'
 GV5517'TO REACH FROM RICHMOND FOLLOW U.S. 1 FROM THE S END OF THE
 GV5517'LEE BRIDGE FOR 7 MILES TO WHERE ROUTE 609 JOINS FROM THE LEFT.
 GV5517'FOLLOW ROUTE 609 FOR 0.8 MILE, TAKING THE RIGHT FORK AT THE 0.2
 GV5517'MILE POINT AND THE RIGHT FORK AT 0.7-MILE POINT, TO THE
 GV5517'ABOVE-MENTIONED TURNING AND PARKING AREA JUST N OF THE SHELL OIL
 GV5517'COMPANY FENCE.
 GV5517
 GV5517                          STATION RECOVERY (1943)
 GV5517
 GV5517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5517'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 GV5517'REFERENCE MARKS RECOVERED AND DISTANCES CHECKED .  A 103-FOOT
 GV5517'TOWER USED.
 GV5517
 GV5517                          STATION RECOVERY (1952)
 GV5517
 GV5517'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 GV5517'FOUND AS DESCRIBED IN GOOD CONDITION WITH FOLLOWING CHANGES--
 GV5517'STATION IS LOCATED 27 FEET FROM CENTERLINE OF ROAD.  ROUTE NO. 609
 GV5517'TO STATION NOW ROUTE NO. 1612.  ROAD IS PAVED FOR .2 MILES THEN
 GV5517'TURN OFF TO RIGHT ON A DIRT ROAD TO THE STATION.  STATION MAY BE
 GV5517'COVERED WITH RUBBISH AS IT IS LOCATED IN A DUMP AREA.
 GV5517
 GV5517                          STATION RECOVERY (1957)
 GV5517
 GV5517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GV5517'IN THE DESCRIBED AREA OF THE STATION LOCATION A LARGE AMOUNT OF
 GV5517'DIRT HAS BEEN HAULED FROM THE AREA AND HAS DESTROYED THE STATION
 GV5517'MARK, ALSO REFERENCE MARK NO. 2., REFERENCE MARK NO. 1 WAS
 GV5517'RECOVERED IN A TILTED POSITION, AT ABOUT THE ORIGINAL DESCRIBED
 GV5517'LOCATION AS NEAR AS COULD BE DETERMINED.
 GV5517
 GV5517                          STATION RECOVERY (1994)
 GV5517
 GV5517'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5517'MARK NOT FOUND.
 GV5517
 GV5517                          STATION RECOVERY (1999)
 GV5517
 GV5517'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5517'MARK NOT FOUND.
 GV5517
 GV5517                          STATION RECOVERY (2004)
 GV5517
 GV5517'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV5517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4122 ***********************************************************************
 FX4122  DESIGNATION -  DREWRY RESET
 FX4122  PID         -  FX4122
 FX4122  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4122  USGS QUAD   -  DREWRYVILLE (1966)
 FX4122
 FX4122                         *CURRENT SURVEY CONTROL
 FX4122  ___________________________________________________________________
 FX4122* NAD 83(1993)-  36 44 47.34248(N)    077 20 10.30877(W)     ADJUSTED  
 FX4122* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 FX4122  ___________________________________________________________________
 FX4122  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 FX4122  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 FX4122
 FX4122  HORZ ORDER  -  SECOND
 FX4122
 FX4122.The horizontal coordinates were established by classical geodetic methods
 FX4122.and adjusted by the National Geodetic Survey in September 1995..
 FX4122
 FX4122.The orthometric height was scaled from a topographic map.
 FX4122
 FX4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4122
 FX4122.The geoid height was determined by GEOID03.
 FX4122
 FX4122;                    North         East     Units Scale Factor Converg.
 FX4122;SPC VA S     - 1,046,489.923 3,603,932.720   MT  1.00000372   +0 42 22.8
 FX4122;SPC VA S     - 3,433,359.02 11,823,902.60   sFT  1.00000372   +0 42 22.8
 FX4122;UTM  18      - 4,069,294.393   291,429.754   MT  1.00013596   -1 23 53.5
 FX4122
 FX4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4122!SPC VA S     -   0.99999948  x   1.00000372  =   1.00000320
 FX4122!UTM  18      -   0.99999948  x   1.00013596  =   1.00013544
 FX4122
 FX4122|---------------------------------------------------------------------|
 FX4122| PID    Reference Object                     Distance      Geod. Az  |
 FX4122|                                                           dddmmss.s |
 FX4122| DC8803 DREWRY RM 4                          28.238 METERS 07728     |
 FX4122| FX4123 DREWRYVILLE STATE FARM TANK         APPROX. 7.7 KM 1072639.9 |
 FX4122| DC8800 DREWRY RM 1                          33.004 METERS 11120     |
 FX4122| DC8801 DREWRY RM 2                          26.865 METERS 19818     |
 FX4122| DC8802 DREWRY RM 3                          28.762 METERS 22459     |
 FX4122| FX4134 JARRATT JOHNS MANSVILLE TANK        APPROX.15.5 KM 3012652.6 |
 FX4122| FX4135 JARRATT MUNICIPAL TANK              APPROX.13.9 KM 3022140.5 |
 FX4122| DC8798 DREWRY AZ MK                                       3281919.6 |
 FX4122| DC8799 DREWRY AZ MK 2                                     3290647.1 |
 FX4122|---------------------------------------------------------------------|
 FX4122
 FX4122                          SUPERSEDED SURVEY CONTROL
 FX4122
 FX4122  NAD 83(1986)-  36 44 47.34838(N)    077 20 10.32696(W) AD(       ) 2
 FX4122  NAD 27      -  36 44 46.81300(N)    077 20 11.42500(W) AD(       ) 2
 FX4122
 FX4122.Superseded values are not recommended for survey control.
 FX4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4122.See file dsdata.txt to determine how the superseded data were derived.
 FX4122
 FX4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9143069294(NAD 83)
 FX4122_MARKER: DS = TRIANGULATION STATION DISK
 FX4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4122
 FX4122  HISTORY     - Date     Condition        Report By
 FX4122  HISTORY     - 1942     MONUMENTED       CGS
 FX4122  HISTORY     - 1959     GOOD             CGS
 FX4122  HISTORY     - 1961     GOOD             CGS
 FX4122  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FX4122  HISTORY     - 1977     SEE DESCRIPTION  NGS
 FX4122
 FX4122                          STATION DESCRIPTION
 FX4122
 FX4122'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4122'STATION IS LOCATED ABOUT 2.75 MILES NW OF DREWRYVILLE, ON
 FX4122'LAND OWNED BY AMOS POPE OF DREWRYVILLE, AND OCCUPIED BY
 FX4122'ALEXANDER CHILDS, COLORED TENANT.  IT IS 115 FEET SW OF THE
 FX4122'FRONT DOOR STEPS OF TENANT HOUSE, 82 FEET S OF THE SE CORNER
 FX4122'OF THE BARN, AND 116 FEET NW OF THE NW CORNER OF A SMALL HOUSE.
 FX4122'THE DISK IS STAMPED DREWRY 1942, AND PROJECTS 2 INCHES.
 FX4122'
 FX4122'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FX4122'BRONZE DISKS SET IN CONCRETE.
 FX4122'
 FX4122'REFERENCE MARK NO. 1 IS IN RAIL FENCE LINE.  THE DISK IS
 FX4122'STAMPED DREWRY NO. 1, 1942, AND PROJECTS 3 INCHES.
 FX4122'
 FX4122'REFERENCE MARK NO. 2 IS IN RAIL FENCE LINE.  THE DISK IS
 FX4122'STAMPED DREWRY NO. 2, 1942, AND PROJECTS 6 INCHES.
 FX4122'
 FX4122'THE AZIMUTH MARK IS ON PROPERTY OWNED AND OCCUPIED BY P.I.
 FX4122'EZELL.  IT IS 20 FEET E OF THE BRICK CHIMNEY ON THE E SIDE
 FX4122'OF THE FARMHOUSE, AND 25 FEET S OF THE E DOOR STEPS.  THE
 FX4122'DISK IS STAMPED DREWRY 1942, AND PROJECTS 4 INCHES.  TO REACH
 FX4122'FROM THE STATION, GO W ON DIRT ROAD FOR 0.2 MILE TO A RIGHT
 FX4122'FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO THE EDGE OF THE
 FX4122'WOODS AND CORNFIELD, TURN RIGHT AROUND E EDGE OF CORNFIELD
 FX4122'AND GO N FOR 0.1 MILE TO THE HOME OF MR. EZELL, AND MARK.
 FX4122'
 FX4122'TO REACH THE STATION FROM THE RAILROAD STATION IN DREWRYVILLE,
 FX4122'GO N AND NW ON COUNTY ROAD 659 FOR 1.6 MILES TO A FORKS, TAKE
 FX4122'RIGHT FORK AND GO 0.4 MILE TO A DIRT ROAD LEFT, TAKE LEFT
 FX4122'FORK AND GO 1.1 MILES TO A FARMHOUSE ON THE RIGHT ABOUT 300
 FX4122'FEET N OF THE ROAD, TURN RIGHT THROUGH THE GATE AND GO 150
 FX4122'FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 FX4122'
 FX4122'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FX4122
 FX4122                          STATION RECOVERY (1959)
 FX4122
 FX4122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FX4122'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 RECOVERED IN
 FX4122'GOOD CONDITION.  REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT
 FX4122'RECOVERED.  LOCAL RESIDENT STATED MARK WAS KNOCKED OUT OF
 FX4122'GROUND AND CARTED AWAY BY COUNTY ROAD CREW WHEN A DITCH WAS
 FX4122'GRADED ALONG SOUTHWEST SIDE OF ROAD.  ANGLE BETWEEN AZIMUTH
 FX4122'MARK AND REFERENCE MARK NO. 1 CHECKED AND FOUND CORRECT.
 FX4122'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 FX4122'STATION IS 74.5 FEET NORTH OF C/L ROAD, 32.4 FEET EAST OF
 FX4122'A POWER POLE AND FLUSH WITH THE GROUND.  REFERENCE MARK NO. 1
 FX4122'IS 34.0 FEET SOUTH OF A 38 INCH OAK TREE, 42.5 FEET NORTH
 FX4122'OF 48 INCH OAK TREE, AND PROJECTS ABOUT 2 INCHES.  RAIL
 FX4122'FENCES MENTIONED IN ORIGINAL DESCRIPTION NO LONGER EXISTS.
 FX4122
 FX4122                          STATION RECOVERY (1961)
 FX4122
 FX4122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FX4122'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FX4122'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX4122'REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD EQUIPMENT.  THE
 FX4122'DISTANCE TO REFERENCE MARK NO. 1 WAS CHECKED AND FOUND TO BE
 FX4122'CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS
 FX4122'LOCATED ABOUT 2.7 MILES NORTHWEST OF DREWRYVILLE AND ABOUT
 FX4122'14 MILES WEST OF COURTLAND ON LAND OWNED BY AMOS POPE.  IT
 FX4122'IS 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 FX4122'81 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN AND 75
 FX4122'FEET EAST OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH
 FX4122'WITH THE GROUND AND THE DISK IS STAMPED DREWRY 1942.
 FX4122'
 FX4122'TO REACH THE STATION FROM THE DEPOT IN DREWRYVILLE, GO NORTH
 FX4122'ON COUNTY ROAD 659 FOR 1.6 MILES TO WHERE ROAD 659 ENDS
 FX4122'AND ROAD 612 BEGINS.  TURN RIGHT ON ROAD 612 AND GO 0.4 MILE
 FX4122'TO ROAD 715 LEFT, TURN LEFT ON ROAD 715 AND GO 1.1 MILES TO
 FX4122'A FARMHOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 FX4122'
 FX4122'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF THE NORTHWEST
 FX4122'CORNER OF THE SHED, 36 FEET SOUTHWEST OF A 36 INCH OAK TREE,
 FX4122'23 FEET SOUTHEAST OF THE DRIVEWAY.  THE MARK PROJECTS ABOUT
 FX4122'2 INCHES AND THE DISK IS STAMPED DREWRY 1942.
 FX4122'
 FX4122'REFERENCE MARK NO. 3 IS 92 FEET SOUTHWEST OF A POWER POLE,
 FX4122'21 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 2.5 FEET
 FX4122'SOUTHEAST OF A CGS WITNESS SIGN.  THE MARK PROJECTS ABOUT
 FX4122'4 INCHES AND THE DISK IS STAMPED DREWRY NO 3 1942.
 FX4122'
 FX4122'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION
 FX4122'NEAR AN OLD ABANDONED HOUSE.  IT IS 20 FEET EAST OF A BRICK
 FX4122'CHIMNEY ON THE EAST SIDE OF THE HOUSE AND 25 FEET EAST OF
 FX4122'THE EAST DOOR STEP.  THE MARK PROJECTS ABOUT 4 INCHES AND
 FX4122'THE DISK IS STAMPED DREWRY 1942.  TO REACH FROM
 FX4122'THE STATION GO WEST ON ROAD 715 FOR 0.1 MILE, TAKE RIGHT
 FX4122'FORK AND GO 0.2 MILE TO A DIM DIRT ROAD RIGHT, TURN RIGHT AND
 FX4122'FOLLOW ROAD ALONG THE EDGE OF THE WOODS FOR 0.15 MILE TO AN
 FX4122'OLD HOUSE AND THE MARK AS DESCRIBED.
 FX4122
 FX4122                          STATION RECOVERY (1975)
 FX4122
 FX4122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FX4122'STATION UNDERGROUND MARK, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 FX4122'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  STATION SURFACE MARK
 FX4122'HAD BEEN STRUCK BY FARMING MACHINERY AND WAS FOUND IN A LEANING
 FX4122'POSITION.  REFERENCE MARK NO. 1 WAS FOUND LYING ON TOP OF THE
 FX4122'GROUND AND THE DISK WAS RECLAIMED AT THIS TIME.  A NEW STATION
 FX4122'SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND
 FX4122'REFERENCE MARK NO. 4 WAS ESTABLISHED.  A DIFFERENCE OF .01 FOOT OR
 FX4122'.004 METER SHORTER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.
 FX4122'3.  THE 1961 DESCRIPTION OF J. C. E. IS ADEQUATE WITH THE FOLLOWING
 FX4122'CHANGES AND ADDITIONS.  THE HOUSES AT THE STATION SITE AND AT THE
 FX4122'AZIMUTH MARK HAVE BEEN VACATED.
 FX4122'
 FX4122'REFERENCE MARK NO. 4 IS 61 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE
 FX4122'AND 14 FEET NORTH OF THE CENTER ONE OF THREE HUGE OAK TREES.  MARK
 FX4122'IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT
 FX4122'10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS
 FX4122'STAMPED DREWRY 1942 NO 4 1975.
 FX4122'
 FX4122'STATION MARK IS 33 FEET SOUTH OF UTILITY POLE 9-349-11 WITH
 FX4122'TRANSFORMER.  MARK IS A STANDARD DISK SET FLUSH IN CONCRETE MONUMENT
 FX4122'ABOUT 10 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED DREWRY
 FX4122'1942 1975.
 FX4122'
 FX4122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES NW OF
 FX4122'DREWRYVILLE.
 FX4122
 FX4122                          STATION RECOVERY (1977)
 FX4122
 FX4122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FX4122'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FX4122'GOOD CONDITION.  THE NEW PROPERTY OWNERS, WITHERS LUMBER COMPANY,
 FX4122'REQUESTED THAT THE AZIMUTH MARK BE RELOCATED OUT OF CONSTRUCTION
 FX4122'LIMITS OF A NEW SAWMILL SO A NEW AZIMUTH MARK WAS ESTABLISHED AND
 FX4122'THE ORIGINAL MARK WAS THEN DESTROYED.  A SHORTER DISTANCE OF .03
 FX4122'FOOT OR .012 METER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.
 FX4122'3 AND A LONGER DISTANCE OF .03 FOOT OR .012 METER WAS FOUND IN
 FX4122'THE DISTANCE TO REFERENCE MARK NO. 4.  THE DIRECTION TO THE REFERENCE
 FX4122'MARKS CHECKED THE 1975 OBSERVATIONS.  THE 1961 RECOVERY NOTE OF J.
 FX4122'C. E. AND THE 1975 RECOVERY NOTE OF C. L. N. ARE ADEQUATE FOR
 FX4122'RECOVERY WITH THE ADDITIONAL INFORMATION.
 FX4122'
 FX4122'STATION IS AT THE EDGE OF CULTIVATED FIELD, ABOUT ON PROPERTY LINE,
 FX4122'16 FEET SOUTH OF THE CORNER OF WOODS AND 1.5 FEET SOUTH OF STEEL
 FX4122'WITNESS POST.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 FX4122'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2
 FX4122'INCHES AND THE DISK IS STAMPED DREWRY 1942 1977.  TO REACH FROM
 FX4122'STATION GO WEST ON UNPAVED ROAD FOR 0.15 MILE TO
 FX4122'FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.15 MILE TO
 FX4122'MARK ON RIGHT AS DESCRIBED.
 FX4122'
 FX4122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES NW OF
 FX4122'DREWRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4123 ***********************************************************************
 FX4123  DESIGNATION -  DREWRYVILLE STATE FARM TANK
 FX4123  PID         -  FX4123
 FX4123  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4123  USGS QUAD   -  DREWRYVILLE (1966)
 FX4123
 FX4123                         *CURRENT SURVEY CONTROL
 FX4123  ___________________________________________________________________
 FX4123* NAD 83(1993)-  36 43 32.16220(N)    077 15 13.50135(W)     ADJUSTED  
 FX4123* NAVD 88     -                                                        
 FX4123  ___________________________________________________________________
 FX4123  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX4123  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FX4123
 FX4123  HORZ ORDER  -  THIRD
 FX4123
 FX4123.The horizontal coordinates were established by classical geodetic methods
 FX4123.and adjusted by the National Geodetic Survey in September 1995..
 FX4123
 FX4123
 FX4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4123
 FX4123.The geoid height was determined by GEOID03.
 FX4123
 FX4123;                    North         East     Units Scale Factor Converg.
 FX4123;SPC VA S     - 1,044,266.607 3,611,325.734   MT  1.00000771   +0 45 23.0
 FX4123;SPC VA S     - 3,426,064.69 11,848,157.85   sFT  1.00000771   +0 45 23.0
 FX4123;UTM  18      - 4,066,800.806   298,736.951   MT  1.00009906   -1 20 53.4
 FX4123
 FX4123                          SUPERSEDED SURVEY CONTROL
 FX4123
 FX4123  NAD 83(1986)-  36 43 32.16775(N)    077 15 13.51987(W) AD(       ) 4
 FX4123  NAD 27      -  36 43 31.63000(N)    077 15 14.63300(W) AD(       ) 3
 FX4123
 FX4123.Superseded values are not recommended for survey control.
 FX4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4123.See file dsdata.txt to determine how the superseded data were derived.
 FX4123
 FX4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9873766801(NAD 83)
 FX4123_MARKER: 53 = ELEVATED TANK
 FX4123
 FX4123  HISTORY     - Date     Condition        Report By
 FX4123  HISTORY     - 1942     FIRST OBSERVED   CGS
 FX4123  HISTORY     - 1959     GOOD             CGS
 FX4123
 FX4123                          STATION DESCRIPTION
 FX4123
 FX4123'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4123'THIS INTERSECTION STATION IS THE FINIAL ON THE SILVER WATER TANK
 FX4123'OF THE SOUTHAMPTON STATE FARM.  LOCATED ABOUT 2.5 MILES NE OF
 FX4123'DREWRYVILLE ON THE STATE FARM GROUNDS.  IT IS A FOUR-LEGGED
 FX4123'STEEL STRUCTURE ABOUT 100 FEET HIGH PAINTED ALUMINUM.  POINT
 FX4123'OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE ROOF.
 FX4123
 FX4123                          STATION RECOVERY (1959)
 FX4123
 FX4123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FX4123'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 FX4123'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0556 ***********************************************************************
 HV0556  DESIGNATION -  DRILL
 HV0556  PID         -  HV0556
 HV0556  STATE/COUNTY-  VA/ARLINGTON
 HV0556  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0556
 HV0556                         *CURRENT SURVEY CONTROL
 HV0556  ___________________________________________________________________
 HV0556* NAD 83(1993)-  38 55 24.17478(N)    077 06 39.65219(W)     ADJUSTED  
 HV0556* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV0556  ___________________________________________________________________
 HV0556  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HV0556  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV0556
 HV0556  HORZ ORDER  -  SECOND
 HV0556
 HV0556.The horizontal coordinates were established by classical geodetic methods
 HV0556.and adjusted by the National Geodetic Survey in November 1994..
 HV0556
 HV0556.The orthometric height was scaled from a topographic map.
 HV0556
 HV0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0556
 HV0556.The geoid height was determined by GEOID03.
 HV0556
 HV0556;                    North         East     Units Scale Factor Converg.
 HV0556;SPC VA N     - 2,140,406.946 3,620,443.377   MT  0.99996260   +0 52 00.8
 HV0556;SPC VA N     - 7,022,318.46 11,878,071.31   sFT  0.99996260   +0 52 00.8
 HV0556;SPC MD       -   139,506.737   390,373.332   MT  0.99995019   -0 04 10.8
 HV0556;SPC MD       -   457,698.35  1,280,749.84   sFT  0.99995019   -0 04 10.8
 HV0556;UTM  18      - 4,310,392.889   316,997.762   MT  1.00001240   -1 19 36.0
 HV0556
 HV0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0556!SPC VA N     -   1.00000504  x   0.99996260  =   0.99996764
 HV0556!SPC MD       -   1.00000504  x   0.99995019  =   0.99995523
 HV0556!UTM  18      -   1.00000504  x   1.00001240  =   1.00001744
 HV0556
 HV0556:                Primary Azimuth Mark                     Grid Az
 HV0556:SPC VA N     -  BLUFF                                    004 47 09.6
 HV0556:SPC MD       -  BLUFF                                    005 43 21.2
 HV0556:UTM  18      -  BLUFF                                    006 58 46.4
 HV0556
 HV0556|---------------------------------------------------------------------|
 HV0556| PID    Reference Object                     Distance      Geod. Az  |
 HV0556|                                                           dddmmss.s |
 HV0556| HV4100 BLUFF                               APPROX. 0.6 KM 0053910.4 |
 HV0556| HV1825 GALENA                              458.135 METERS 0254205.3 |
 HV0556| HV3559 BIG                                 330.930 METERS 13545     |
 HV0556| DC6205 DRILL RM 1                            5.745 METERS 22432     |
 HV0556| DC6206 DRILL RM 2                            2.826 METERS 26710     |
 HV0556| DC6207 DRILL WM 1                            2.402 METERS 30108     |
 HV0556| HV0366 CREEK                               244.696 METERS 31608     |
 HV0556| DC6208 DRILL WM 2                            2.585 METERS 33105     |
 HV0556|---------------------------------------------------------------------|
 HV0556
 HV0556                          SUPERSEDED SURVEY CONTROL
 HV0556
 HV0556  NAD 83(1993)-  38 55 24.17368(N)    077 06 39.65386(W) AD(       ) 2
 HV0556  NAD 83(1986)-  38 55 24.17353(N)    077 06 39.66381(W) AD(       ) 2
 HV0556  NAD 27      -  38 55 23.77300(N)    077 06 40.73400(W) AD(       ) 2
 HV0556
 HV0556.Superseded values are not recommended for survey control.
 HV0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0556.See file dsdata.txt to determine how the superseded data were derived.
 HV0556
 HV0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1699810393(NAD 83)
 HV0556_MARKER: DD = SURVEY DISK
 HV0556_SETTING: 66 = SET IN ROCK OUTCROP
 HV0556
 HV0556  HISTORY     - Date     Condition        Report By
 HV0556  HISTORY     - 1925     MONUMENTED       USE
 HV0556  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HV0556  HISTORY     - 1946     SEE DESCRIPTION  CGS
 HV0556  HISTORY     - 1947     SEE DESCRIPTION  CGS
 HV0556  HISTORY     - 20041010 GOOD             GEOCAC
 HV0556
 HV0556                          STATION DESCRIPTION
 HV0556
 HV0556'DESCRIBED BY US ENGINEERS 1925 (GLB)
 HV0556'STATION IS SITUATED ON A PROMINENT LEDGE ABOUT 1/2 MILE SE OF THE
 HV0556'CHAIN BRIDGE ON THE VIRGINIA SIDE OF THE POTOMAC RIVER.  IT IS
 HV0556'ABOUT 15 FEET FROM THE RIVERS EDGE AND 15 FEET FROM THE BASE
 HV0556'OF THE BLUFF, AND ABOUT 12 FEET ABOVE THE WATER.
 HV0556'
 HV0556'STATION IS MARKED BY A UNITED STATES ENGINEERS MARK SET IN
 HV0556'CEMENT IN A DRILL HOLE IN THE SOLID LEDGE.
 HV0556'
 HV0556'REFERENCE MARK NO. 1 IS A REGULAR REFERENCE MARK SET IN CEMENT
 HV0556'IN A DEPRESSION IN THE LEDGE AT THE BASE OF THE BLUFF.
 HV0556'
 HV0556'REFERENCE MARK NO. 2 IS A PIECE OF REINFORCING STEEL SET IN A
 HV0556'DRILL HOLE.
 HV0556'
 HV0556'WITNESS MARK NO. 1 IS A SMALL DRILL HOLE, AND WITNESS MARK NO. 2
 HV0556'IS A LARGE DRILL HOLE.
 HV0556
 HV0556                          STATION RECOVERY (1935)
 HV0556
 HV0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV0556'RECOVERED AS DESCRIBED EXCEPT THAT THE U.S.E. DISK HAS BEEN
 HV0556'BROKEN OFF AND THE STATION IS MARKED BY THE SHANK OF THE TABLET
 HV0556'ON THE TOP OF WHICH A CROSS (+) HAS BEEN CUT.  THE REFERENCE
 HV0556'MARK WAS NOT FOUND.
 HV0556'
 HV0556'THE STATION APPROXIMATELY 20 FEET NE OF WHERE THE LETTERS B P R
 HV0556'39 IS PAINTED ON THE SIDE OF THE CLIFF.
 HV0556
 HV0556                          STATION RECOVERY (1946)
 HV0556
 HV0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0556'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 HV0556
 HV0556                          STATION RECOVERY (1947)
 HV0556
 HV0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RMB)
 HV0556'A NEW DESCRIPTION FOLLOWS--STATION
 HV0556'IS SITUATED ON A PROMINENT ROCK LEDGE ABOUT 1/2 MILE SE OF
 HV0556'CHAIN BRIDGE ON THE VIRGINIA BANK OF THE POTOMAC RIVER.  IT IS
 HV0556'ABOUT 15 FEET FROM THE EDGE OF THE RIVER AND ABOUT 15 FEET FROM
 HV0556'THE BASE OF A ROCK BLUFF.  IT IS 12 FEET ABOVE THE NORMAL RIVER
 HV0556'LEVEL.  STATION IS ABOUT 1/4 MILE NW OF A SMALL CREEK KNOWN
 HV0556'AS DONALDSON RUN.  IT IS MARKED BY A CROSS CUT IN THE TOP OF
 HV0556'A COPPER SHANK FROM WHICH THE ORIGINAL U.S.E. DISK WAS
 HV0556'APPARENTLY REMOVED.
 HV0556'
 HV0556'WITNESS MARK 1 IS A SMALL DRILL HOLE 7.88 FEET SW OF THE
 HV0556'STATION.
 HV0556'
 HV0556'WITNESS MARK 2 IS A LARGE DRILL HOLE 8.48 FEET W OF THE STATION.
 HV0556'
 HV0556'NONE OF THE ORIGINAL REFERENCE MARKS WERE RECOVERED.
 HV0556
 HV0556                          STATION RECOVERY (2004)
 HV0556
 HV0556'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 HV0556'THIS STATION WAS FOUND. THE DISK HAS BEEN REMOVED AND THE SHANK
 HV0556'REMAINS WITH A CROSS CUT IN IT AS PER THE 1935 DESCRIPTION. REFERENCE
 HV0556'MARKS 1 AND 2 WERE NOT FOUND. WITNESS MARK 1 WAS FOUND. IT IS 1-INCH A
 HV0556'DRILL HOLE THAT GOES ENTIRELY THROUGH THE ROCK. WITNESS MARK 2 WAS
 HV0556'FOUND. IT IS A DRILL HOLE ABOUT 3 INCHES IN DIAMETER. THE STATION IS
 HV0556'ABOUT 2 FEET ABOVE WITNESS MARK 1 AND ABOUT 5 FEET ABOVE WITNESS MARK
 HV0556'2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4571 ***********************************************************************
 HV4571  DESIGNATION -  DRILL HOLE IN BOULDER NR D USE
 HV4571  PID         -  HV4571
 HV4571  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4571  USGS QUAD   -  ALEXANDRIA (1994)
 HV4571
 HV4571                         *CURRENT SURVEY CONTROL
 HV4571  ___________________________________________________________________
 HV4571* NAD 83(1993)-  38 48 05.40054(N)    077 02 27.44620(W)     ADJUSTED  
 HV4571* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 HV4571  ___________________________________________________________________
 HV4571  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HV4571  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV4571
 HV4571  HORZ ORDER  -  THIRD
 HV4571
 HV4571.The horizontal coordinates were established by classical geodetic methods
 HV4571.and adjusted by the National Geodetic Survey in November 1994..
 HV4571
 HV4571.The orthometric height was scaled from a topographic map.
 HV4571
 HV4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4571
 HV4571.The geoid height was determined by GEOID03.
 HV4571
 HV4571;                    North         East     Units Scale Factor Converg.
 HV4571;SPC VA N     - 2,126,973.019 3,626,732.788   MT  0.99995353   +0 54 38.2
 HV4571;SPC VA N     - 6,978,243.98 11,898,705.82   sFT  0.99995353   +0 54 38.2
 HV4571;SPC MD       -   125,971.918   396,442.302   MT  0.99995068   -0 01 32.5
 HV4571;SPC MD       -   413,292.87  1,300,661.12   sFT  0.99995068   -0 01 32.5
 HV4571;UTM  18      - 4,296,727.692   322,769.060   MT  0.99998681   -1 16 45.3
 HV4571
 HV4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4571!SPC VA N     -   1.00000337  x   0.99995353  =   0.99995690
 HV4571!SPC MD       -   1.00000337  x   0.99995068  =   0.99995405
 HV4571!UTM  18      -   1.00000337  x   0.99998681  =   0.99999018
 HV4571
 HV4571                          SUPERSEDED SURVEY CONTROL
 HV4571
 HV4571  NAD 83(1993)-  38 48 05.39885(N)    077 02 27.44762(W) AD(       ) 3
 HV4571  NAD 83(1986)-  38 48 05.39893(N)    077 02 27.45887(W) AD(       ) 3
 HV4571  NAD 27      -  38 48 04.98500(N)    077 02 28.53500(W) AD(       ) 3
 HV4571
 HV4571.Superseded values are not recommended for survey control.
 HV4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4571.See file dsdata.txt to determine how the superseded data were derived.
 HV4571
 HV4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2276996728(NAD 83)
 HV4571_MARKER: H = DRILL HOLE
 HV4571_SETTING: 0 = UNSPECIFIED SETTING
 HV4571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4571
 HV4571  HISTORY     - Date     Condition        Report By
 HV4571  HISTORY     - 1924     MONUMENTED       USE
 HV4571  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4571
 HV4571                          STATION DESCRIPTION
 HV4571
 HV4571'DESCRIBED BY US ENGINEERS 1924
 HV4571'LOCATED IN ALEXANDRIA NEAR THE E CURB OF UNION STRET, BETWEEN
 HV4571'WOLFE AND DUKE STREETS, 9.8 METERS N OF THE TEXAS PETROLEUM
 HV4571'
 HV4571'USED AS REFERENCE MARK FOR DTATION D USE.
 HV4571'
 HV4571'STATION IS 15.175 METERS FROM STATION D USE.
 HV4571
 HV4571                          STATION RECOVERY (1996)
 HV4571
 HV4571'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5649 ***********************************************************************
 GV5649  DESIGNATION -  DRIVER
 GV5649  PID         -  GV5649
 GV5649  STATE/COUNTY-  VA/DINWIDDIE
 GV5649  USGS QUAD   -  SUTHERLAND (1974)
 GV5649
 GV5649                         *CURRENT SURVEY CONTROL
 GV5649  ___________________________________________________________________
 GV5649* NAD 83(1993)-  37 08 48.03730(N)    077 35 09.59176(W)     ADJUSTED  
 GV5649* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 GV5649  ___________________________________________________________________
 GV5649  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 GV5649  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV5649
 GV5649  HORZ ORDER  -  FIRST
 GV5649
 GV5649.The horizontal coordinates were established by classical geodetic methods
 GV5649.and adjusted by the National Geodetic Survey in September 1995..
 GV5649
 GV5649.The orthometric height was scaled from a topographic map.
 GV5649
 GV5649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5649
 GV5649.The geoid height was determined by GEOID03.
 GV5649
 GV5649;                    North         East     Units Scale Factor Converg.
 GV5649;SPC VA S     - 1,090,653.271 3,581,195.229   MT  0.99995279   +0 33 17.0
 GV5649;SPC VA S     - 3,578,251.61 11,749,304.68   sFT  0.99995279   +0 33 17.0
 GV5649;UTM  18      - 4,114,274.939   270,329.516   MT  1.00024984   -1 33 44.1
 GV5649
 GV5649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5649!SPC VA S     -   0.99998973  x   0.99995279  =   0.99994253
 GV5649!UTM  18      -   0.99998973  x   1.00024984  =   1.00023957
 GV5649
 GV5649:                Primary Azimuth Mark                     Grid Az
 GV5649:SPC VA S     -  AIRWAY BEACON 53                         050 16 24.4
 GV5649:UTM  18      -  AIRWAY BEACON 53                         052 23 25.5
 GV5649
 GV5649|---------------------------------------------------------------------|
 GV5649| PID    Reference Object                     Distance      Geod. Az  |
 GV5649|                                                           dddmmss.s |
 GV5649| GV5648 AIRWAY BEACON 53                    APPROX. 9.6 KM 0504941.4 |
 GV5649| GV5416 PETERSBURG CENT ST HOSP W TK        APPROX.13.8 KM 0593932.3 |
 GV5649| GV5415 PETERSBURG CENT ST HOSP E TK        APPROX.13.9 KM 0595531.7 |
 GV5649| GV5408 CENTRAL STA HOSP SUPERSTR TK        APPROX.13.7 KM 0602131.1 |
 GV5649| DC5296 DRIVER RM 1                                        1145745.6 |
 GV5649| DC5297 DRIVER RM 2                          34.472 METERS 14731     |
 GV5649| DC5298 DRIVER RM 3                          53.980 METERS 19946     |
 GV5649| GV5645 AIRWAY BCN 1 LIGHT WHITE FL         APPROX.18.0 KM 3280346.7 |
 GV5649|---------------------------------------------------------------------|
 GV5649
 GV5649                          SUPERSEDED SURVEY CONTROL
 GV5649
 GV5649  NAD 83(1993)-  37 08 48.03986(N)    077 35 09.59173(W) AD(       ) 1
 GV5649  NAD 83(1986)-  37 08 48.04385(N)    077 35 09.60874(W) AD(       ) 1
 GV5649  NAD 27      -  37 08 47.50100(N)    077 35 10.64800(W) AD(       ) 1
 GV5649
 GV5649.Superseded values are not recommended for survey control.
 GV5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5649.See file dsdata.txt to determine how the superseded data were derived.
 GV5649
 GV5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7033014275(NAD 83)
 GV5649_MARKER: DS = TRIANGULATION STATION DISK
 GV5649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5649
 GV5649  HISTORY     - Date     Condition        Report By
 GV5649  HISTORY     - 1933     MONUMENTED       CGS
 GV5649  HISTORY     - 1942     GOOD             CGS
 GV5649  HISTORY     - 1963     GOOD             CGS
 GV5649  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV5649  HISTORY     - 20010204 MARK NOT FOUND   USPSQD
 GV5649
 GV5649                          STATION DESCRIPTION
 GV5649
 GV5649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 GV5649'STATION IS ON THE LAND OF MISS M.A. DRIVER, 5 MILES NORTH OF
 GV5649'DINWIDDIE AND 3-1/2 MILES SOUTH OF SUTHERLAND.
 GV5649'
 GV5649'TO REACH FROM PETERSBURG, GO WEST ON WASHINGTON STREET (U.S.
 GV5649'HIGHWAY 1) FROM THE CORNER OF WASHINGTON AND SYCAMORE STREETS
 GV5649'FOR 3.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 1 AND VA. ROUTE
 GV5649'10 AND TURN RIGHT ON ROUTE 10.  FOLLOW THIS 6.4 MILES AND
 GV5649'TAKE GRAVEL T-ROAD LEFT (SOUTH) ABOUT 300 YARDS (SEE GS
 GV5649'QUANDRANGLE MAP) EAST OF JUNCTION OF ROUTES 10 AND 406.  PROCEED
 GV5649'SOUTH 2.2 MILES AND KEEP STRAIGHT AHEAD AT T-ROAD LEFT.
 GV5649'CONTINUE 1.3 MILES AND TURN RIGHT AT A T-ROAD JUNCTION.  PROCEED
 GV5649'1.75 MILES TO A T-ROAD SOUTH WITH A GULF GASOLINE STATION
 GV5649'IN THE SOUTHEAST ANGLE.  CONTINUE WEST ON THE MAIN ROAD
 GV5649'0.3 MILE AND TURN RIGHT INTO LANE LEADING TO MISS DRIVERS
 GV5649'HOUSE.  STATION IS 100 YARDS NORTHEAST OF THE HOUSE, 10 FEET
 GV5649'WEST OF A NORTH-AND-SOUTH FIELD ROAD BY TOBACCO SHEDS ON THE WEST
 GV5649'SIDE OF THIS ROAD (TOBACCO GROWING ON THE EAST SIDE AND
 GV5649'POTATOES ON THE WEST SIDE OF THE ROAD), 47.5 FEET NORTH
 GV5649'OF THE NORTHWEST CORNER OF SHINGLED LOG HOUSE, 66.5 FEET
 GV5649'SOUTH OF THE SOUTHEAST CORNER OF THE SECOND TOBACCO SHED
 GV5649'FROM THE NORTH.
 GV5649'
 GV5649'REFERENCE MARK NO. 1 IS 0.2 MILE EAST OF THE STATION, 24 FEET
 GV5649'NORTH OF THE CENTER LINE OF THE DIRT ROAD, 24 FEET SOUTH-SOUTHWEST
 GV5649'OF THE DIRT T-ROAD LEADING NORTH, 8 FEET WEST OF 8-INCH PINE
 GV5649'TREE IN THE SOUTHEAST CORNER OF CULTIVATED FIELD.  THE MARK IS
 GV5649'VISIBLE FROM THE GROUND AT THE STATION.
 GV5649'
 GV5649'REFERENCE MARK NO. 2 IS 113.10 FEET SOUTHEAST OF THE STATION,
 GV5649'3 FEET EAST OF A 6-INCH SASSAFRAS TREE, 6 FEET SOUTHEAST OF THE
 GV5649'SOUTHEAST CORNER OF LOG BARN, 27 FEET EAST OF THE DOOR TO LARGE
 GV5649'PLANK BARN (DOOR ON THE EAST SIDE OF THE BARN), AT THE WEST
 GV5649'EDGE OF CORN FIELD.
 GV5649'
 GV5649'REFERENCE MARK NO. 3 IS 117.10 FEET SOUTHWEST OF THE STATION,
 GV5649'3 FEET EAST OF THE NORTHEAST CORNER OF THE TOOL HOUSE, 6 FEET
 GV5649'SOUTH OF THE FENCE ON THE SOUTH OF THE GARDEN ON THE EAST SIDE
 GV5649'OF THE HOUSE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD
 GV5649'LEADING EAST FROM THE HOUSE TO THE FIELDS.
 GV5649'
 GV5649'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5649'DISKS SET IN CONCRETE.
 GV5649'
 GV5649'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GV5649
 GV5649                          STATION RECOVERY (1942)
 GV5649
 GV5649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV5649'STATION IS LOCATED ABOUT 5 MILES N OF DINWIDDIE AND 3-1/2
 GV5649'MILES S OF SUTHERLAND ON LAND OWNED AND OCCUPIED BY MISS M.A.
 GV5649'DRIVER.
 GV5649'
 GV5649'STATION IS MARKED BY A STANDARD DISK, STAMPED DRIVER 1933,
 GV5649'SET IN A SQUARE BLOCK OF CONCRETE, PROJECTING ABOUT 9 INCHES
 GV5649'ABOVE THE GROUND, ABOUT 18-1/2 FEET S OF THE SW CORNER OF SHED.
 GV5649'
 GV5649'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DRIVER NO. 2,
 GV5649'1933, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 8
 GV5649'INCHES ABOVE THE GROUND.  IT IS SSE OF STATION 3 FEET E OF A
 GV5649'6-INCH SASSAFRAS TREE, 6 FEET SE OF THE SE CORNER OF LOG BARN, 27
 GV5649'FEET E OF THE DOOR TO LARGE PLANK BARN, AT THE W EDGE OF
 GV5649'CORNFIELD.
 GV5649'
 GV5649'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED DRIVER NO.
 GV5649'3, 1933, SET IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 4
 GV5649'INCHES ABOVE THE GROUND SSW OF STATION.  IT IS 3 FEET E OF THE
 GV5649'NE CORNER OF THE TOOL HOUSE, 6 FEET S OF THE FENCE ON THE S OF
 GV5649'THE GARDEN ON THE E SIDE OF THE HOUSE, 36 FEET N OF THE CENTER
 GV5649'LINE OF THE ROAD LEADING E FROM THE HOUSE TO THE FIELDS.
 GV5649'
 GV5649'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED DRIVER
 GV5649'NO. 1 1933, 24 FEET N OF THE CENTER LINE OF THE DIRT ROAD, 24
 GV5649'FEET SSW OF THE DIRT T-ROAD LEADING N, 8 FEET W OF 8-INCH PINE
 GV5649'TREE IN THE SE CORNER OF CULTIVATED FIELD.
 GV5649'
 GV5649'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 1 AND U.S. HIGHWAY
 GV5649'460 WHICH IS W OF PETERSBURG, BY GOING SW ON U.S. HIGHWAY 1
 GV5649'FOR 6.0 MILES TO JUNCTION WITH COUNTY ROAD 613 GOING TO THE
 GV5649'RIGHT AT TWO SERVICE STATIONS ON THE RIGHT SIDE OF U.S. HIGHWAY
 GV5649'1 AND AN HISTORICAL SIGN ABOUT WHITE OAK ROAD ON THE LEFT SIDE
 GV5649'OF U.S. HIGHWAY 1, TURN RIGHT AND GO W ON PAVED ROAD, COUNTY
 GV5649'ROAD 613 FOR 1.75 MILES TO COUNTY ROAD 631 GOING TO THE RIGHT,
 GV5649'THEN CONTINUE STRAIGHT AHEAD ON COUNTY ROAD 613 PAVED FOR 1.95
 GV5649'MILES TO A DIRT ROAD GOING TO THE RIGHT (AZIMUTH MARK IS AT
 GV5649'THE RIGHT AND W OF THE DIRT ROAD) THEN CONTINUE W ON COUNTY
 GV5649'ROAD 613, PAVED, FOR 0.15 MILE, THEN TURN RIGHT AND GO N ON FARM
 GV5649'ROAD FOR 0.05 MILE TO THE FRONT OF MISS DRIVERS HOUSE, THEN
 GV5649'TURN RIGHT, E, ON FARM ROAD FOR ABOUT 0.05 MILE TO OLD BARN ON
 GV5649'THE RIGHT, THEN LEFT, N, ON FARM ROAD FOR ABOUT 75 FEET TO THE
 GV5649'STATION MARK ON THE LEFT ABOUT 12 FEET W OF A GALVANIZED
 GV5649'SHED.
 GV5649
 GV5649                          STATION RECOVERY (1963)
 GV5649
 GV5649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV5649'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GV5649'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV5649'EXCEPT THE TOBACCO SHEDS ARE GONE AND THE STATION IS NOW ON
 GV5649'THE PROPERTY OF KATHERYN V. CLAY.
 GV5649
 GV5649                          STATION RECOVERY (1995)
 GV5649
 GV5649'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5649'MARK NOT FOUND.
 GV5649
 GV5649                          STATION RECOVERY (2001)
 GV5649
 GV5649'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV5649'STATION, RM 2 AND RM 3 WERE NOT FOUND.  RM 1, AKA THE AZIMUTH MARK,
 GV5649'WAS RECOVERED IN GOOD CONDITION. DESCRIPTION FOR AZIMUTH MARK SHOULD
 GV5649'BE CHANGED TO READ ....'24 FEET N OF THE CENTER LINE OF COUNTY ROAD
 GV5649'613'.....
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI1406 ***********************************************************************
 AI1406  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1406  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1406  DESIGNATION -  DRIVER 1 CORS ARP
 AI1406  CORS_ID     -  DRV1
 AI1406  PID         -  AI1406
 AI1406  STATE/COUNTY-  VA/ISLE OF WIGHT
 AI1406  USGS QUAD   -  BENNS CHURCH (1986)
 AI1406
 AI1406                         *CURRENT SURVEY CONTROL
 AI1406  ___________________________________________________________________
 AI1406* NAD 83(CORS)-  36 57 31.13560(N)    076 33 23.90343(W)     ADJUSTED  
 AI1406* NAVD 88     -        14.68   (meters)      48.2    (feet)  GPS OBS   
 AI1406  ___________________________________________________________________
 AI1406  EPOCH DATE  -        2002.00
 AI1406  X           -   1,186,304.616 (meters)                     COMP
 AI1406  Y           -  -4,962,922.476 (meters)                     COMP
 AI1406  Z           -   3,813,714.239 (meters)                     COMP
 AI1406  ELLIP HEIGHT-         -21.54  (meters)          (07/??/06) GPS OBS
 AI1406  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AI1406
 AI1406  HORZ ORDER  -  SPECIAL (CORS)
 AI1406  ELLP ORDER  -  SPECIAL (CORS)
 AI1406
 AI1406.ITRF positions are available for this station.
 AI1406.The coordinates were established by GPS observations
 AI1406.and adjusted by the National Geodetic Survey in July 2006..
 AI1406.The coordinates are valid at the epoch date displayed above.
 AI1406.The epoch date for horizontal control is a decimal equivalence
 AI1406.of Year/Month/Day.
 AI1406
 AI1406.The orthometric height was determined by GPS observations and a
 AI1406.high-resolution geoid model using precise GPS observation and
 AI1406.processing techniques.
 AI1406
 AI1406.The PID for the CORS L1 Phase Center is DH9343.
 AI1406
 AI1406.Photographs are available for this station.
 AI1406
 AI1406.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1406
 AI1406.The ellipsoidal height was determined by GPS observations
 AI1406.and is referenced to NAD 83.
 AI1406
 AI1406.The geoid height was determined by GEOID03.
 AI1406
 AI1406;                    North         East     Units Scale Factor Converg.
 AI1406;SPC VA S     - 1,071,175.230 3,673,058.071   MT  0.99997070   +1 10 46.1
 AI1406;SPC VA S     - 3,514,347.40 12,050,691.35   sFT  0.99997070   +1 10 46.1
 AI1406
 AI1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1406!SPC VA S     -   1.00000338  x   0.99997070  =   0.99997408
 AI1406
 AI1406                          SUPERSEDED SURVEY CONTROL
 AI1406
 AI1406  NAD 83(CORS)-  36 57 31.13611(N)    076 33 23.90299(W) AD(2002.00) c
 AI1406  ELLIP H (05/??/06)  -21.37   (m)                       GP(2002.00) c c
 AI1406  NAD 83(CORS)-  36 57 31.13557(N)    076 33 23.90354(W) AD(2002.00) c
 AI1406  ELLIP H (03/??/02)  -21.53   (m)                       GP(2002.00) c c
 AI1406  NAD 83(CORS)-  36 57 31.13551(N)    076 33 23.90388(W) AD(1997.00) c
 AI1406  ELLIP H (08/??/99)  -21.51   (m)                       GP(1997.00) c c
 AI1406
 AI1406.Superseded values are not recommended for survey control.
 AI1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1406.See file dsdata.txt to determine how the superseded data were derived.
 AI1406
 AI1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83)
 AI1406_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1406
 AI1406                          STATION DESCRIPTION
 AI1406
 AI1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AI1406'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI1406'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI1406'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI1406'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI1406'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7967 ***********************************************************************
 AJ7967  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7967  DESIGNATION -  DRIVER 1 CORS L1 PHASE CENTER
 AJ7967  CORS_ID     -  DRV1
 AJ7967  PID         -  AJ7967
 AJ7967  STATE/COUNTY-  VA/ISLE OF WIGHT
 AJ7967  USGS QUAD   -  BENNS CHURCH (1986)
 AJ7967
 AJ7967                         *CURRENT SURVEY CONTROL
 AJ7967  ___________________________________________________________________
 AJ7967* NAD 83(CORS)-  36 57 31.13556(N)    076 33 23.90346(W)     ADJUSTED  
 AJ7967* NAVD 88     -                                                        
 AJ7967  ___________________________________________________________________
 AJ7967  EPOCH DATE  -        2002.00
 AJ7967  X           -   1,186,304.632 (meters)                     COMP
 AJ7967  Y           -  -4,962,922.547 (meters)                     COMP
 AJ7967  Z           -   3,813,714.292 (meters)                     COMP
 AJ7967  ELLIP HEIGHT-         -21.45  (meters)          (07/??/06) GPS OBS
 AJ7967  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AJ7967
 AJ7967  HORZ ORDER  -  SPECIAL (CORS)
 AJ7967  ELLP ORDER  -  SPECIAL (CORS)
 AJ7967
 AJ7967.ITRF positions are available for this station.
 AJ7967.The coordinates were established by GPS observations
 AJ7967.and adjusted by the National Geodetic Survey in July 2006..
 AJ7967.The coordinates are valid at the epoch date displayed above.
 AJ7967.The epoch date for horizontal control is a decimal equivalence
 AJ7967.of Year/Month/Day.
 AJ7967
 AJ7967
 AJ7967.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7967
 AJ7967.The ellipsoidal height was determined by GPS observations
 AJ7967.and is referenced to NAD 83.
 AJ7967
 AJ7967.The geoid height was determined by GEOID03.
 AJ7967
 AJ7967;                    North         East     Units Scale Factor Converg.
 AJ7967;SPC VA S     - 1,071,175.228 3,673,058.070   MT  0.99997070   +1 10 46.1
 AJ7967;SPC VA S     - 3,514,347.39 12,050,691.35   sFT  0.99997070   +1 10 46.1
 AJ7967
 AJ7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7967!SPC VA S     -   1.00000337  x   0.99997070  =   0.99997407
 AJ7967
 AJ7967                          SUPERSEDED SURVEY CONTROL
 AJ7967
 AJ7967  NAD 83(CORS)-  36 57 31.13607(N)    076 33 23.90302(W) AD(2002.00) c
 AJ7967  ELLIP H (05/??/06)  -21.28   (m)                       GP(2002.00) c c
 AJ7967  NAD 83(CORS)-  36 57 31.13553(N)    076 33 23.90357(W) AD(2002.00) c
 AJ7967  ELLIP H (03/??/02)  -21.44   (m)                       GP(2002.00) c c
 AJ7967  NAD 83(CORS)-  36 57 31.13547(N)    076 33 23.90391(W) AD(1997.00) c
 AJ7967  ELLIP H (08/??/99)  -21.42   (m)                       GP(1997.00) c c
 AJ7967
 AJ7967.Superseded values are not recommended for survey control.
 AJ7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7967.See file dsdata.txt to determine how the superseded data were derived.
 AJ7967
 AJ7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83)
 AJ7967_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7967
 AJ7967                          STATION DESCRIPTION
 AJ7967
 AJ7967'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7967'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7967'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7967'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7967'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7967'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9343 ***********************************************************************
 DH9343  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9343  DESIGNATION -  DRIVER 1 CORS L1 PHASE CENTER
 DH9343  CORS_ID     -  DRV1
 DH9343  PID         -  DH9343
 DH9343  STATE/COUNTY-  VA/ISLE OF WIGHT
 DH9343  USGS QUAD   -  BENNS CHURCH (1986)
 DH9343
 DH9343                         *CURRENT SURVEY CONTROL
 DH9343  ___________________________________________________________________
 DH9343* NAD 83(CORS)-  36 57 31.13556(N)    076 33 23.90346(W)     ADJUSTED  
 DH9343* NAVD 88     -                                                        
 DH9343  ___________________________________________________________________
 DH9343  EPOCH DATE  -        2002.00
 DH9343  X           -   1,186,304.632 (meters)                     COMP
 DH9343  Y           -  -4,962,922.547 (meters)                     COMP
 DH9343  Z           -   3,813,714.292 (meters)                     COMP
 DH9343  ELLIP HEIGHT-         -21.45  (meters)          (07/??/06) GPS OBS
 DH9343  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DH9343
 DH9343  HORZ ORDER  -  SPECIAL (CORS)
 DH9343  ELLP ORDER  -  SPECIAL (CORS)
 DH9343
 DH9343.ITRF positions are available for this station.
 DH9343.The coordinates were established by GPS observations
 DH9343.and adjusted by the National Geodetic Survey in July 2006..
 DH9343.The coordinates are valid at the epoch date displayed above.
 DH9343.The epoch date for horizontal control is a decimal equivalence
 DH9343.of Year/Month/Day.
 DH9343
 DH9343
 DH9343.The PID for the CORS ARP is AI1406.
 DH9343
 DH9343.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9343
 DH9343.The ellipsoidal height was determined by GPS observations
 DH9343.and is referenced to NAD 83.
 DH9343
 DH9343.The geoid height was determined by GEOID03.
 DH9343
 DH9343;                    North         East     Units Scale Factor Converg.
 DH9343;SPC VA S     - 1,071,175.228 3,673,058.070   MT  0.99997070   +1 10 46.1
 DH9343;SPC VA S     - 3,514,347.39 12,050,691.35   sFT  0.99997070   +1 10 46.1
 DH9343
 DH9343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9343!SPC VA S     -   1.00000337  x   0.99997070  =   0.99997407
 DH9343
 DH9343                          SUPERSEDED SURVEY CONTROL
 DH9343
 DH9343  NAD 83(CORS)-  36 57 31.13607(N)    076 33 23.90302(W) AD(2002.00) c
 DH9343  ELLIP H (05/??/06)  -21.28   (m)                       GP(2002.00) c c
 DH9343  NAD 83(CORS)-  36 57 31.13553(N)    076 33 23.90357(W) AD(2002.00) c
 DH9343  ELLIP H (03/??/02)  -21.44   (m)                       GP(2002.00) c c
 DH9343  NAD 83(CORS)-  36 57 31.13547(N)    076 33 23.90391(W) AD(1997.00) c
 DH9343  ELLIP H (08/??/99)  -21.42   (m)                       GP(1997.00) c c
 DH9343
 DH9343.Superseded values are not recommended for survey control.
 DH9343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9343.See file dsdata.txt to determine how the superseded data were derived.
 DH9343
 DH9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83)
 DH9343_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9343
 DH9343                          STATION DESCRIPTION
 DH9343
 DH9343'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9343'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9343'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9343'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9343'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9343'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ6812 ***********************************************************************
 AJ6812  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6812  DESIGNATION -  DRIVER 2 CORS ARP
 AJ6812  CORS_ID     -  DRV2
 AJ6812  PID         -  AJ6812
 AJ6812  STATE/COUNTY-  VA/ISLE OF WIGHT
 AJ6812  USGS QUAD   -  BENNS CHURCH (1986)
 AJ6812
 AJ6812                         *CURRENT SURVEY CONTROL
 AJ6812  ___________________________________________________________________
 AJ6812* NAD 83(CORS)-  36 57 30.55616(N)    076 33 23.21343(W)     ADJUSTED  
 AJ6812* NAVD 88     -                                                        
 AJ6812  ___________________________________________________________________
 AJ6812  EPOCH DATE  -        2002.00
 AJ6812  X           -   1,186,323.708 (meters)                     COMP
 AJ6812  Y           -  -4,962,928.922 (meters)                     COMP
 AJ6812  Z           -   3,813,699.942 (meters)                     COMP
 AJ6812  ELLIP HEIGHT-         -21.58  (meters)          (07/??/06) GPS OBS
 AJ6812  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AJ6812
 AJ6812  HORZ ORDER  -  SPECIAL (CORS)
 AJ6812  ELLP ORDER  -  SPECIAL (CORS)
 AJ6812
 AJ6812.ITRF positions are available for this station.
 AJ6812.The coordinates were established by GPS observations
 AJ6812.and adjusted by the National Geodetic Survey in July 2006..
 AJ6812.The coordinates are valid at the epoch date displayed above.
 AJ6812.The epoch date for horizontal control is a decimal equivalence
 AJ6812.of Year/Month/Day.
 AJ6812
 AJ6812
 AJ6812.The PID for the CORS L1 Phase Center is AJ6813.
 AJ6812
 AJ6812.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6812
 AJ6812.The ellipsoidal height was determined by GPS observations
 AJ6812.and is referenced to NAD 83.
 AJ6812
 AJ6812.The geoid height was determined by GEOID03.
 AJ6812
 AJ6812;                    North         East     Units Scale Factor Converg.
 AJ6812;SPC VA S     - 1,071,157.723 3,673,075.504   MT  0.99997072   +1 10 46.5
 AJ6812;SPC VA S     - 3,514,289.96 12,050,748.55   sFT  0.99997072   +1 10 46.5
 AJ6812
 AJ6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6812!SPC VA S     -   1.00000339  x   0.99997072  =   0.99997411
 AJ6812
 AJ6812                          SUPERSEDED SURVEY CONTROL
 AJ6812
 AJ6812  NAD 83(CORS)-  36 57 30.55641(N)    076 33 23.21345(W) AD(2002.00) c
 AJ6812  NAD 83(CORS)-  36 57 30.55693(N)    076 33 23.21364(W) AD(1997.00) c
 AJ6812  ELLIP H (11/??/01)  -21.56   (m)                       GP(1997.00) c c
 AJ6812
 AJ6812.Superseded values are not recommended for survey control.
 AJ6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6812.See file dsdata.txt to determine how the superseded data were derived.
 AJ6812
 AJ6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6143391399(NAD 83)
 AJ6812_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6812
 AJ6812                          STATION DESCRIPTION
 AJ6812
 AJ6812'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 AJ6812'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6812'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6812'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6812'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6812'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ6813 ***********************************************************************
 AJ6813  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6813  DESIGNATION -  DRIVER 2 CORS L1 PHASE CENTER
 AJ6813  CORS_ID     -  DRV2
 AJ6813  PID         -  AJ6813
 AJ6813  STATE/COUNTY-  VA/ISLE OF WIGHT
 AJ6813  USGS QUAD   -  BENNS CHURCH (1986)
 AJ6813
 AJ6813                         *CURRENT SURVEY CONTROL
 AJ6813  ___________________________________________________________________
 AJ6813* NAD 83(CORS)-  36 57 30.55612(N)    076 33 23.21346(W)     ADJUSTED  
 AJ6813* NAVD 88     -                                                        
 AJ6813  ___________________________________________________________________
 AJ6813  EPOCH DATE  -        2002.00
 AJ6813  X           -   1,186,323.722 (meters)                     COMP
 AJ6813  Y           -  -4,962,928.985 (meters)                     COMP
 AJ6813  Z           -   3,813,699.989 (meters)                     COMP
 AJ6813  ELLIP HEIGHT-         -21.50  (meters)          (07/??/06) GPS OBS
 AJ6813  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AJ6813
 AJ6813  HORZ ORDER  -  SPECIAL (CORS)
 AJ6813  ELLP ORDER  -  SPECIAL (CORS)
 AJ6813
 AJ6813.ITRF positions are available for this station.
 AJ6813.The coordinates were established by GPS observations
 AJ6813.and adjusted by the National Geodetic Survey in July 2006..
 AJ6813.The coordinates are valid at the epoch date displayed above.
 AJ6813.The epoch date for horizontal control is a decimal equivalence
 AJ6813.of Year/Month/Day.
 AJ6813
 AJ6813
 AJ6813.The PID for the CORS ARP is AJ6812.
 AJ6813
 AJ6813.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6813
 AJ6813.The ellipsoidal height was determined by GPS observations
 AJ6813.and is referenced to NAD 83.
 AJ6813
 AJ6813.The geoid height was determined by GEOID03.
 AJ6813
 AJ6813;                    North         East     Units Scale Factor Converg.
 AJ6813;SPC VA S     - 1,071,157.722 3,673,075.504   MT  0.99997072   +1 10 46.5
 AJ6813;SPC VA S     - 3,514,289.96 12,050,748.55   sFT  0.99997072   +1 10 46.5
 AJ6813
 AJ6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6813!SPC VA S     -   1.00000337  x   0.99997072  =   0.99997409
 AJ6813
 AJ6813                          SUPERSEDED SURVEY CONTROL
 AJ6813
 AJ6813  NAD 83(CORS)-  36 57 30.55637(N)    076 33 23.21348(W) AD(2002.00) c
 AJ6813  ELLIP H (03/??/02)  -21.49   (m)                       GP(2002.00) c c
 AJ6813  NAD 83(CORS)-  36 57 30.55689(N)    076 33 23.21367(W) AD(1997.00) c
 AJ6813  ELLIP H (11/??/01)  -21.48   (m)                       GP(1997.00) c c
 AJ6813
 AJ6813.Superseded values are not recommended for survey control.
 AJ6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6813.See file dsdata.txt to determine how the superseded data were derived.
 AJ6813
 AJ6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6143391399(NAD 83)
 AJ6813_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ6813
 AJ6813                          STATION DESCRIPTION
 AJ6813
 AJ6813'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ6813'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6813'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6813'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6813'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6813'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0878 ***********************************************************************
 DI0878  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0878  DESIGNATION -  DRIVER 5 CORS ARP
 DI0878  CORS_ID     -  DRV5
 DI0878  PID         -  DI0878
 DI0878  STATE/COUNTY-  VA/ISLE OF WIGHT
 DI0878  USGS QUAD   -  BENNS CHURCH (1986)
 DI0878
 DI0878                         *CURRENT SURVEY CONTROL
 DI0878  ___________________________________________________________________
 DI0878* NAD 83(CORS)-  36 57 31.13567(N)    076 33 23.90336(W)     ADJUSTED  
 DI0878* NAVD 88     -                                                        
 DI0878  ___________________________________________________________________
 DI0878  EPOCH DATE  -        2002.00
 DI0878  X           -   1,186,304.651 (meters)                     COMP
 DI0878  Y           -  -4,962,922.614 (meters)                     COMP
 DI0878  Z           -   3,813,714.349 (meters)                     COMP
 DI0878  ELLIP HEIGHT-         -21.36  (meters)          (08/??/06) GPS OBS
 DI0878  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DI0878
 DI0878  HORZ ORDER  -  SPECIAL (CORS)
 DI0878  ELLP ORDER  -  SPECIAL (CORS)
 DI0878
 DI0878.ITRF positions are available for this station.
 DI0878.The coordinates were established by GPS observations
 DI0878.and adjusted by the National Geodetic Survey in August 2006..
 DI0878.The coordinates are valid at the epoch date displayed above.
 DI0878.The epoch date for horizontal control is a decimal equivalence
 DI0878.of Year/Month/Day.
 DI0878
 DI0878
 DI0878.The PID for the CORS L1 Phase Center is DI0879.
 DI0878
 DI0878.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0878
 DI0878.The ellipsoidal height was determined by GPS observations
 DI0878.and is referenced to NAD 83.
 DI0878
 DI0878.The geoid height was determined by GEOID03.
 DI0878
 DI0878;                    North         East     Units Scale Factor Converg.
 DI0878;SPC VA S     - 1,071,175.232 3,673,058.073   MT  0.99997070   +1 10 46.1
 DI0878;SPC VA S     - 3,514,347.41 12,050,691.36   sFT  0.99997070   +1 10 46.1
 DI0878
 DI0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0878!SPC VA S     -   1.00000335  x   0.99997070  =   0.99997405
 DI0878
 DI0878                          SUPERSEDED SURVEY CONTROL
 DI0878
 DI0878.No superseded survey control is available for this station.
 DI0878
 DI0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83)
 DI0878_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0878
 DI0878                          STATION DESCRIPTION
 DI0878
 DI0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0878'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0878'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0878'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0878'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0878'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0879 ***********************************************************************
 DI0879  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0879  DESIGNATION -  DRIVER 5 CORS L1 PHASE CENTER
 DI0879  CORS_ID     -  DRV5
 DI0879  PID         -  DI0879
 DI0879  STATE/COUNTY-  VA/ISLE OF WIGHT
 DI0879  USGS QUAD   -  BENNS CHURCH (1986)
 DI0879
 DI0879                         *CURRENT SURVEY CONTROL
 DI0879  ___________________________________________________________________
 DI0879* NAD 83(CORS)-  36 57 31.13556(N)    076 33 23.90344(W)     ADJUSTED  
 DI0879* NAVD 88     -                                                        
 DI0879  ___________________________________________________________________
 DI0879  EPOCH DATE  -        2002.00
 DI0879  X           -   1,186,304.664 (meters)                     COMP
 DI0879  Y           -  -4,962,922.679 (meters)                     COMP
 DI0879  Z           -   3,813,714.394 (meters)                     COMP
 DI0879  ELLIP HEIGHT-         -21.28  (meters)          (08/??/06) GPS OBS
 DI0879  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DI0879
 DI0879  HORZ ORDER  -  SPECIAL (CORS)
 DI0879  ELLP ORDER  -  SPECIAL (CORS)
 DI0879
 DI0879.ITRF positions are available for this station.
 DI0879.The coordinates were established by GPS observations
 DI0879.and adjusted by the National Geodetic Survey in August 2006..
 DI0879.The coordinates are valid at the epoch date displayed above.
 DI0879.The epoch date for horizontal control is a decimal equivalence
 DI0879.of Year/Month/Day.
 DI0879
 DI0879
 DI0879.The PID for the CORS ARP is DI0878.
 DI0879
 DI0879.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0879
 DI0879.The ellipsoidal height was determined by GPS observations
 DI0879.and is referenced to NAD 83.
 DI0879
 DI0879.The geoid height was determined by GEOID03.
 DI0879
 DI0879;                    North         East     Units Scale Factor Converg.
 DI0879;SPC VA S     - 1,071,175.228 3,673,058.071   MT  0.99997070   +1 10 46.1
 DI0879;SPC VA S     - 3,514,347.39 12,050,691.35   sFT  0.99997070   +1 10 46.1
 DI0879
 DI0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0879!SPC VA S     -   1.00000334  x   0.99997070  =   0.99997404
 DI0879
 DI0879                          SUPERSEDED SURVEY CONTROL
 DI0879
 DI0879.No superseded survey control is available for this station.
 DI0879
 DI0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83)
 DI0879_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0879
 DI0879                          STATION DESCRIPTION
 DI0879
 DI0879'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0879'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0879'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0879'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0879'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0879'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0890 ***********************************************************************
 DI0890  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0890  DESIGNATION -  DRIVER 6 CORS ARP
 DI0890  CORS_ID     -  DRV6
 DI0890  PID         -  DI0890
 DI0890  STATE/COUNTY-  VA/ISLE OF WIGHT
 DI0890  USGS QUAD   -  BENNS CHURCH (1986)
 DI0890
 DI0890                         *CURRENT SURVEY CONTROL
 DI0890  ___________________________________________________________________
 DI0890* NAD 83(CORS)-  36 57 30.55622(N)    076 33 23.21380(W)     ADJUSTED  
 DI0890* NAVD 88     -                                                        
 DI0890  ___________________________________________________________________
 DI0890  EPOCH DATE  -        2002.00
 DI0890  X           -   1,186,323.728 (meters)                     COMP
 DI0890  Y           -  -4,962,929.047 (meters)                     COMP
 DI0890  Z           -   3,813,700.039 (meters)                     COMP
 DI0890  ELLIP HEIGHT-         -21.42  (meters)          (08/??/06) GPS OBS
 DI0890  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DI0890
 DI0890  HORZ ORDER  -  SPECIAL (CORS)
 DI0890  ELLP ORDER  -  SPECIAL (CORS)
 DI0890
 DI0890.ITRF positions are available for this station.
 DI0890.The coordinates were established by GPS observations
 DI0890.and adjusted by the National Geodetic Survey in August 2006..
 DI0890.The coordinates are valid at the epoch date displayed above.
 DI0890.The epoch date for horizontal control is a decimal equivalence
 DI0890.of Year/Month/Day.
 DI0890
 DI0890
 DI0890.The PID for the CORS L1 Phase Center is DI0891.
 DI0890
 DI0890.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0890
 DI0890.The ellipsoidal height was determined by GPS observations
 DI0890.and is referenced to NAD 83.
 DI0890
 DI0890.The geoid height was determined by GEOID03.
 DI0890
 DI0890;                    North         East     Units Scale Factor Converg.
 DI0890;SPC VA S     - 1,071,157.725 3,673,075.495   MT  0.99997072   +1 10 46.5
 DI0890;SPC VA S     - 3,514,289.97 12,050,748.52   sFT  0.99997072   +1 10 46.5
 DI0890
 DI0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0890!SPC VA S     -   1.00000336  x   0.99997072  =   0.99997408
 DI0890
 DI0890                          SUPERSEDED SURVEY CONTROL
 DI0890
 DI0890.No superseded survey control is available for this station.
 DI0890
 DI0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6143391399(NAD 83)
 DI0890_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0890
 DI0890                          STATION DESCRIPTION
 DI0890
 DI0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0890'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0890'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0890'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0890'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0890'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0891 ***********************************************************************
 DI0891  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0891  DESIGNATION -  DRIVER 6 CORS L1 PHASE CENTER
 DI0891  CORS_ID     -  DRV6
 DI0891  PID         -  DI0891
 DI0891  STATE/COUNTY-  VA/ISLE OF WIGHT
 DI0891  USGS QUAD   -  BENNS CHURCH (1986)
 DI0891
 DI0891                         *CURRENT SURVEY CONTROL
 DI0891  ___________________________________________________________________
 DI0891* NAD 83(CORS)-  36 57 30.55611(N)    076 33 23.21388(W)     ADJUSTED  
 DI0891* NAVD 88     -                                                        
 DI0891  ___________________________________________________________________
 DI0891  EPOCH DATE  -        2002.00
 DI0891  X           -   1,186,323.742 (meters)                     COMP
 DI0891  Y           -  -4,962,929.112 (meters)                     COMP
 DI0891  Z           -   3,813,700.085 (meters)                     COMP
 DI0891  ELLIP HEIGHT-         -21.34  (meters)          (08/??/06) GPS OBS
 DI0891  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DI0891
 DI0891  HORZ ORDER  -  SPECIAL (CORS)
 DI0891  ELLP ORDER  -  SPECIAL (CORS)
 DI0891
 DI0891.ITRF positions are available for this station.
 DI0891.The coordinates were established by GPS observations
 DI0891.and adjusted by the National Geodetic Survey in August 2006..
 DI0891.The coordinates are valid at the epoch date displayed above.
 DI0891.The epoch date for horizontal control is a decimal equivalence
 DI0891.of Year/Month/Day.
 DI0891
 DI0891
 DI0891.The PID for the CORS ARP is DI0890.
 DI0891
 DI0891.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0891
 DI0891.The ellipsoidal height was determined by GPS observations
 DI0891.and is referenced to NAD 83.
 DI0891
 DI0891.The geoid height was determined by GEOID03.
 DI0891
 DI0891;                    North         East     Units Scale Factor Converg.
 DI0891;SPC VA S     - 1,071,157.721 3,673,075.493   MT  0.99997072   +1 10 46.5
 DI0891;SPC VA S     - 3,514,289.96 12,050,748.51   sFT  0.99997072   +1 10 46.5
 DI0891
 DI0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0891!SPC VA S     -   1.00000335  x   0.99997072  =   0.99997407
 DI0891
 DI0891                          SUPERSEDED SURVEY CONTROL
 DI0891
 DI0891.No superseded survey control is available for this station.
 DI0891
 DI0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6143391399(NAD 83)
 DI0891_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0891
 DI0891                          STATION DESCRIPTION
 DI0891
 DI0891'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0891'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0891'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0891'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0891'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0891'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1635 ***********************************************************************
 FW1635  DESIGNATION -  DRUM
 FW1635  PID         -  FW1635
 FW1635  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1635  USGS QUAD   -  NORTH BAY (1986)
 FW1635
 FW1635                         *CURRENT SURVEY CONTROL
 FW1635  ___________________________________________________________________
 FW1635* NAD 83(1993)-  36 38 37.97757(N)    075 59 12.17134(W)     ADJUSTED  
 FW1635* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1635  ___________________________________________________________________
 FW1635  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 FW1635  GEOID HEIGHT-         -38.02  (meters)                     GEOID03
 FW1635
 FW1635  HORZ ORDER  -  SECOND
 FW1635
 FW1635.The horizontal coordinates were established by classical geodetic methods
 FW1635.and adjusted by the National Geodetic Survey in September 1995..
 FW1635
 FW1635.The orthometric height was scaled from a topographic map.
 FW1635
 FW1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1635
 FW1635.The geoid height was determined by GEOID03.
 FW1635
 FW1635;                    North         East     Units Scale Factor Converg.
 FW1635;SPC VA S     - 1,037,454.892 3,724,729.698   MT  1.00002455   +1 31 31.4
 FW1635;SPC VA S     - 3,403,716.59 12,220,217.35   sFT  1.00002455   +1 31 31.4
 FW1635;SPC NC       -   325,142.954   879,068.422   MT  1.00016822   +1 44 21.0
 FW1635;SPC NC       - 1,066,739.84  2,884,076.98   sFT  1.00016822   +1 44 21.0
 FW1635;UTM  18      - 4,055,821.622   411,797.047   MT  0.99969585   -0 35 20.2
 FW1635
 FW1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1635!SPC VA S     -   1.00000586  x   1.00002455  =   1.00003041
 FW1635!SPC NC       -   1.00000586  x   1.00016822  =   1.00017408
 FW1635!UTM  18      -   1.00000586  x   0.99969585  =   0.99970171
 FW1635
 FW1635|---------------------------------------------------------------------|
 FW1635| PID    Reference Object                     Distance      Geod. Az  |
 FW1635|                                                           dddmmss.s |
 FW1635| DC8804 DRUM RM 1                            60.713 METERS 26102     |
 FW1635| DC8805 DRUM RM 2                            96.649 METERS 33126     |
 FW1635| DC8806 DRUM RM 3                           APPROX. 0.7 KM 3440027.7 |
 FW1635|---------------------------------------------------------------------|
 FW1635
 FW1635                          SUPERSEDED SURVEY CONTROL
 FW1635
 FW1635  NAD 83(1986)-  36 38 37.98880(N)    075 59 12.20331(W) AD(       ) 2
 FW1635  NAD 27      -  36 38 37.44200(N)    075 59 13.45900(W) AD(       ) 2
 FW1635
 FW1635.Superseded values are not recommended for survey control.
 FW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1635.See file dsdata.txt to determine how the superseded data were derived.
 FW1635
 FW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1179755822(NAD 83)
 FW1635_MARKER: DS = TRIANGULATION STATION DISK
 FW1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1635
 FW1635  HISTORY     - Date     Condition        Report By
 FW1635  HISTORY     - 1934     MONUMENTED       CGS
 FW1635  HISTORY     - 1954     GOOD             USN
 FW1635  HISTORY     - 1959     GOOD             CGS
 FW1635  HISTORY     - 1962     GOOD             CGS
 FW1635
 FW1635                          STATION DESCRIPTION
 FW1635
 FW1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1635'ON THE WEST SHORE OF BACK BAY, ON DRUM POINT, ON LAND BELONGING
 FW1635'TO THE DRUM POINT GUN CLUB ABOUT 10 METERS FROM THE EDGE
 FW1635'OF THE MARSH, 34.8 METERS SOUTHEAST OF THE SOUTHEAST CORNER
 FW1635'BRICK POST UNDER THE CLUBHOUSE FRONT PORCH AND 10.7 METERS
 FW1635'NORTHEAST OF THE FENCE CORNER AT THE EDGE OF THE MARSH.
 FW1635'
 FW1635'TO REACH FROM PUNGO POST OFFICE, SET 0.0 AND FOLLOW TAR ROAD
 FW1635'EAST.  AT 1.0 MILE KEEP STRAIGHT, AT 1.9 MILE TURN LEFT, AT
 FW1635'4.5 TAKE LEFT, AT 5.6 AND 6.0 KEEP STRAIGHT.  AT 6.8 TAKE
 FW1635'LEFT TURN AT THE EDGE OF WOODS, AT 7.1 GO THROUGH GATE AND
 FW1635'TURN RIGHT.  AT 13.2 REACH CLUBHOUSE.
 FW1635'
 FW1635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW1635'BRONZE DISKS SET IN CONCRETE.
 FW1635'
 FW1635'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 1 FOOT NORTH OF
 FW1635'THE FENCE ON THE SOUTH SIDE OF THE CLUBHOUSE YARD AT A POINT
 FW1635'SOUTH OF THE WATER TANK BACK OF THE CLUBHOUSE.
 FW1635'
 FW1635'REFERENCE MARK NO. 2 IS ON THE FENCE LINE NORTH OF THE CLUBHOUSE
 FW1635'ABOUT 15 METERS WEST OF THE GATE.
 FW1635'
 FW1635'AZIMUTH MARK (R.M. NO. 3) IS 0.4 MILE NORTH OF THE STATION ON
 FW1635'THE SOUTH SIDE OF THE ROAD LEADING FROM THE GATE IN FRONT OF
 FW1635'A FARMHOUSE TO THE MARSH ROAD WHICH RUNS SOUTH ALONG THE
 FW1635'EDGE OF THE MARSH TO THE CLUBHOUSE.
 FW1635'
 FW1635'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 FW1635
 FW1635                          STATION RECOVERY (1954)
 FW1635
 FW1635'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1635'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FW1635
 FW1635                          STATION RECOVERY (1959)
 FW1635
 FW1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1635'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH WAS RECOVERED
 FW1635'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW1635'
 FW1635'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF PUNGO, ON
 FW1635'THE WEST SHORE OF BACK BAY, ON DRUM POINT AND ON LAND OWNED
 FW1635'BY MR. CARL WIMBOW.  IT IS 122 FEET SOUTHEAST OF THE SOUTHEAST
 FW1635'CORNER OF THE HOUSE, 31 FEET NORTHEAST OF A FENCE CORNER, 22.8
 FW1635'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 22 FEET NORTH OF
 FW1635'AN EAST-WEST FENCE LINE.  THE MARK IS A ONE FOOT SQUARE POST
 FW1635'WITH A STANDARD DISK IN THE TOP STAMPED DRUM 1934 AND IS ABOUT
 FW1635'4 INCHES BELOW THE GROUND SURFACE.
 FW1635'
 FW1635'REFERENCE MARK NO. 1 IS WEST OF THE STATION IN AN EAST-WEST
 FW1635'FENCE LINE.  IT IS 100 FEET EAST OF A FENCE CORNER AND ABOUT
 FW1635'115 FEET SOUTH OF THE WATER TANK.  THE MARK IS A 1 FOOT
 FW1635'SQUARE CONCRETE POST, PROJECTING ABOUT 8 INCHES WITH A STANDARD
 FW1635'REFERENCE MARK DISK IN THE TOP STAMPED DRUN NO 1 1934.
 FW1635'
 FW1635'REFERENCE MARK NO. 2 NORTH OF THE STATION AND NORTH OF THE
 FW1635'HOUSE.  IT IS 48 FEET WEST OF THE SOUTHWEST CORNER OF A
 FW1635'METAL BOATHOUSE, 12 FEET SOUTH OF A FENCE LINE AND 4 FEET
 FW1635'WEST OF AN 8 INCH PEACAN TREE.  THE MARK IS A 1 FOOT SQUARE
 FW1635'POST, FLUSH WITH THE GROUND WITH A STANDARD REFERENCE MARK
 FW1635'DISK IN THE TOP STAMPED DRUM R.M. 2 1934.
 FW1635'
 FW1635'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.4 MILE NORTH OF THE
 FW1635'STATION NEAR THE GATE ENTRANCE TO THE PROPERTY.  IT IS 50 FEET
 FW1635'EAST OF THE GATE ON THE SOUTH SIDE OF THE LANE AND 1.5 FEET
 FW1635'NORTH OF THE FENCE.  THE MARK IS A 1 FOOT CONCRETE POST,
 FW1635'PROJECTING 8 INCHES WITH A STANDARD REFERENCE MARK DISK
 FW1635'STAMPED DRUM NO 3 1959.
 FW1635'
 FW1635'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PUNGO,
 FW1635'GO EAST ON BLACK TOP ROAD FOR 1.55 MILES TO A T-ROAD INTERSECTION
 FW1635'(ROAD 678 RIGHT AND ROAD 603 LEFT), TURN LEFT ON ROAD 603 AND GO
 FW1635'3.0 MILES IN ANOTHER T-ROAD INTERSECTION (ROAD 627 RIGHT AND 603
 FW1635'LEFT), TURN LEFT ON ROAD 603 AND GO 2.3 MILES TO ROAD 731
 FW1635'LEFT, TURN LEFT ON 731 AND GO 0.3 MILE TO A GATE AND
 FW1635'REFERENCE MARK NO. 3 AS DESCRIBED, PASS THROUGH GATE AND
 FW1635'FOLLOW LANE EAST AND SOUTH 0.4 MILE TO THE METAL
 FW1635'BOATHOUSE ON THE LEFT AND REFERENCE MARK NO. 2 AS
 FW1635'DESCRIBED.  CONTINUE ABOUT 300 FEET TO A FENCE CORNER AND
 FW1635'STATION AS DESCRIBED.
 FW1635
 FW1635                          STATION RECOVERY (1962)
 FW1635
 FW1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1635'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS
 FW1635'DESCRIBED BY THIS PARTY IN 1959 AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1317 ***********************************************************************
 FW1317  DESIGNATION -  DRUM VFC 1916
 FW1317  PID         -  FW1317
 FW1317  STATE/COUNTY-  VA/ACCOMACK
 FW1317  USGS QUAD   -  CRISFIELD (1992)
 FW1317
 FW1317                         *CURRENT SURVEY CONTROL
 FW1317  ___________________________________________________________________
 FW1317* NAD 83(1993)-  37 54 13.62752(N)    075 45 28.26052(W)     ADJUSTED  
 FW1317* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1317  ___________________________________________________________________
 FW1317  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FW1317  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 FW1317
 FW1317  HORZ ORDER  -  THIRD
 FW1317
 FW1317.The horizontal coordinates were established by classical geodetic methods
 FW1317.and adjusted by the National Geodetic Survey in November 1994..
 FW1317
 FW1317.The orthometric height was scaled from a topographic map.
 FW1317
 FW1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1317
 FW1317.The geoid height was determined by GEOID03.
 FW1317
 FW1317;                    North         East     Units Scale Factor Converg.
 FW1317;SPC VA S     - 1,177,788.407 3,741,127.570   MT  0.99998913   +1 39 51.4
 FW1317;SPC VA S     - 3,864,127.47 12,274,016.04   sFT  0.99998913   +1 39 51.4
 FW1317;SPC MD       -    27,065.094   509,250.202   MT  1.00009251   +0 46 46.6
 FW1317;SPC MD       -    88,796.06  1,670,765.04   sFT  1.00009251   +0 46 46.6
 FW1317;UTM  18      - 4,195,410.599   433,375.463   MT  0.99965467   -0 27 56.1
 FW1317
 FW1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1317!SPC VA S     -   1.00000557  x   0.99998913  =   0.99999470
 FW1317!SPC MD       -   1.00000557  x   1.00009251  =   1.00009808
 FW1317!UTM  18      -   1.00000557  x   0.99965467  =   0.99966024
 FW1317
 FW1317:                Primary Azimuth Mark                     Grid Az
 FW1317:SPC VA S     -  GAP                                      323 18 20.9
 FW1317:SPC MD       -  GAP                                      324 11 25.7
 FW1317:UTM  18      -  GAP                                      325 26 08.4
 FW1317
 FW1317|---------------------------------------------------------------------|
 FW1317| PID    Reference Object                     Distance      Geod. Az  |
 FW1317|                                                           dddmmss.s |
 FW1317| FW1320 GAP                                 APPROX. 7.0 KM 3245812.3 |
 FW1317|---------------------------------------------------------------------|
 FW1317
 FW1317                          SUPERSEDED SURVEY CONTROL
 FW1317
 FW1317  NAD 83(1993)-  37 54 13.62713(N)    075 45 28.26542(W) AD(       ) 3
 FW1317  NAD 83(1986)-  37 54 13.62801(N)    075 45 28.29104(W) AD(       ) 3
 FW1317  NAD 27      -  37 54 13.18000(N)    075 45 29.53600(W) AD(       ) 3
 FW1317
 FW1317.Superseded values are not recommended for survey control.
 FW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1317.See file dsdata.txt to determine how the superseded data were derived.
 FW1317
 FW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3337595411(NAD 83)
 FW1317
 FW1317  HISTORY     - Date     Condition        Report By
 FW1317  HISTORY     - 1916     MONUMENTED       CGS
 FW1317  HISTORY     - 1936     GOOD             CGS
 FW1317
 FW1317                          STATION DESCRIPTION
 FW1317
 FW1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FER)
 FW1317'WESTERN END OF THE ISLAND SLOWLY WASHING AWAY, MARKER IN
 FW1317'GOOD SHAPE, STATION GOOD FOR POSSIBLY 20 MORE YEARS.
 FW1317'
 FW1317'A SANDY BEACH CONNECTS THE ISLAND NOW WITH THE SO-CALLED
 FW1317'SAND BAR POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9596 ***********************************************************************
 AI9596  CBN         -  This is a Cooperative Base Network Control Station.
 AI9596  DESIGNATION -  DRV1 A
 AI9596  PID         -  AI9596
 AI9596  STATE/COUNTY-  VA/ISLE OF WIGHT
 AI9596  USGS QUAD   -  BENNS CHURCH (1986)
 AI9596
 AI9596                         *CURRENT SURVEY CONTROL
 AI9596  ___________________________________________________________________
 AI9596* NAD 83(1993)-  36 57 31.87365(N)    076 33 23.90234(W)     ADJUSTED  
 AI9596* NAVD 88     -         5.222  (meters)      17.13   (feet)  ADJUSTED  
 AI9596  ___________________________________________________________________
 AI9596  X           -   1,186,299.705 (meters)                     COMP
 AI9596  Y           -  -4,962,901.813 (meters)                     COMP
 AI9596  Z           -   3,813,726.731 (meters)                     COMP
 AI9596  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 AI9596  ELLIP HEIGHT-         -31.00  (meters)          (07/14/04) GPS OBS
 AI9596  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AI9596  DYNAMIC HT  -           5.218 (meters)      17.12  (feet)  COMP
 AI9596  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 AI9596
 AI9596  HORZ ORDER  -  A
 AI9596  VERT ORDER  -  FIRST     CLASS II
 AI9596  ELLP ORDER  -  THIRD     CLASS II
 AI9596
 AI9596.This is a reference station for the DRIVER 1
 AI9596.National Continuously Operating Reference Station (DRV1).
 AI9596
 AI9596.The horizontal coordinates were established by GPS observations
 AI9596.and adjusted by the National Geodetic Survey in July 2004..
 AI9596
 AI9596.The orthometric height was determined by differential leveling
 AI9596.and adjusted by the National Geodetic Survey in July 2002..
 AI9596.No vertical observational check was made to the station.
 AI9596
 AI9596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9596
 AI9596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9596
 AI9596.The ellipsoidal height was determined by GPS observations
 AI9596.and is referenced to NAD 83.
 AI9596
 AI9596.The geoid height was determined by GEOID03.
 AI9596
 AI9596.The dynamic height is computed by dividing the NAVD 88
 AI9596.geopotential number by the normal gravity value computed on the
 AI9596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9596.degrees latitude (g = 980.6199 gals.).
 AI9596
 AI9596.The modeled gravity was interpolated from observed gravity values.
 AI9596
 AI9596;                    North         East     Units Scale Factor Converg.
 AI9596;SPC VA S     - 1,071,197.976 3,673,057.630   MT  0.99997068   +1 10 46.1
 AI9596;SPC VA S     - 3,514,422.03 12,050,689.91   sFT  0.99997068   +1 10 46.1
 AI9596;UTM  18      - 4,091,439.928   361,416.973   MT  0.99983659   -0 56 09.8
 AI9596
 AI9596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9596!SPC VA S     -   1.00000486  x   0.99997068  =   0.99997554
 AI9596!UTM  18      -   1.00000486  x   0.99983659  =   0.99984145
 AI9596
 AI9596                          SUPERSEDED SURVEY CONTROL
 AI9596
 AI9596  NAD 83(1993)-  36 57 31.87392(N)    076 33 23.90251(W) AD(       ) A
 AI9596  ELLIP H (08/14/01)  -30.98   (m)                       GP(       ) 4 1
 AI9596  NAVD 88 (08/14/01)    5.22   (m)           17.1    (f) LEVELING    3  
 AI9596
 AI9596.Superseded values are not recommended for survey control.
 AI9596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9596.See file dsdata.txt to determine how the superseded data were derived.
 AI9596
 AI9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791440(NAD 83)
 AI9596_MARKER: I = METAL ROD
 AI9596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9596_STAMPING: DRV1 A 2000
 AI9596_MARK LOGO: NGS   
 AI9596_PROJECTION: FLUSH
 AI9596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9596+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001
 AI9596_ROD/PIPE-DEPTH: 13.6 meters
 AI9596_SLEEVE-DEPTH  : 0.9 meters
 AI9596
 AI9596  HISTORY     - Date     Condition        Report By
 AI9596  HISTORY     - 2000     MONUMENTED       NGS
 AI9596  HISTORY     - 20000224 GOOD             NGS
 AI9596  HISTORY     - 20010116 GOOD             NGS
 AI9596
 AI9596                          STATION DESCRIPTION
 AI9596
 AI9596'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CM)
 AI9596'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTH OF SUFFOLK, 12 MI
 AI9596'(19.3 KM) WEST-NORTHWEST OF PORTSMOUTH, AND 11 MI (17.7 KM)
 AI9596'SOUTH-SOUTHWEST OF NEWPORT NEWS, AT THE NDGPS SITE, DRIVER, IN LINE
 AI9596'WITH THE WEST SIDE OF A CHAIN-LINK FENCE ENCLOSING THE PRIMARY
 AI9596'REFERENCE TOWER.  OWNERSHIP-US COAST GUARD.  TO REACH THE STATION FROM
 AI9596'THE JUNCTION OF COMBINED US HIGHWAY 17 AND STATE HIGHWAY 258 NORTH AND
 AI9596'COMBINED STATE HIGHWAY 32 AND US HIGHWAY 258 SOUTH, ABOUT 5.5 MI (8.9
 AI9596'KM) SOUTHEAST OF SMITHFIELD, GO WEST ON COMBINED STATE HIGHWAY 32 AND
 AI9596'US HIGHWAY 258 FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH STATE
 AI9596'ROUTE 711 (NORSWORTHY RD) .  TURN RIGHT, NORTH ON SR 711 FOR 0.35 MI
 AI9596'(0.56 KM) TO A T-JUNCTION.  TURN RIGHT, EAST ON SR 665 (REYNOLDS RD)
 AI9596'FOR 0.7 MI (1.1 KM) TO A ROAD LEFT.  TURN LEFT, NORTH ON SR 669 (NIKE
 AI9596'PARK RD) FOR 0.65 MI (1.05 KM) TO A TRACK ROAD LEFT. TURN LEFT, WEST
 AI9596'AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  LOCATED 44.7 M
 AI9596'(146.7 FT) NORTHWEST OF BOTTOM CENTER OF REFERENCE MAST 2, 37.9 M
 AI9596'(124.3 FT) WEST-NORTHWEST OF NORTHWEST CORNER OF A CHAIN-LINK FENCE
 AI9596'ENCLOSING 2 METAL BUILDINGS, 30.3 M (99.4 FT) EAST-NORTHEAST OF
 AI9596'NORTHEAST CORNER OF A CHAIN-LINK GUY WIRE ENCLOSURE, 23.1 M (75.8 FT)
 AI9596'NORTH-NORTHWEST OF BOTTOM CENTER OF REFERENCE MAST 1, 18.6 M (61.0 FT)
 AI9596'WEST OF ENTRANCE ROAD CENTER, 7.3 M (24.0 FT) EAST-SOUTHEAST OF WOOD
 AI9596'POLE WITH SIGN--US GOVERNMENT PROPERTY--, AND 1.0 M (3.3 FT) EAST AND
 AI9596'1.0 M (3.3 FT) WEST FROM FIBERGLASS WITNESS POSTS.
 AI9596
 AI9596                          STATION RECOVERY (2001)
 AI9596
 AI9596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AI9596'1.2 KM (0.75 MI) NORTHERLY ALONG U.S.  HIGHWAY 17 FROM THE POST OFFICE
 AI9596'IN CARROLLTON, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG U.S.  HIGHWAY
 AI9596'258, THENCE 2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 665, THENCE
 AI9596'1.2 KM (0.75 MI) NORTHERLY ALONG STATE HIGHWAY 669, THENCE 0.05 KM
 AI9596'(0.05 MI) WESTERLY ALONG A TRACK ROAD, 44.7 M (146.7 FT) NORTHWEST OF
 AI9596'THE CENTER OF REFERENCE MAST 2, 37.9 M (124.3 FT) WEST-NORTHWEST OF
 AI9596'THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING 2 BUILDINGS, 30.3
 AI9596'M (99.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN-LINK
 AI9596'FENCE ENCLOSING A GUY CABLE, 23.1 M (75.8 FT) NORTH-NORTHWEST OF THE
 AI9596'CENTER OF REFERENCE MAST 1, 18.6 M (61.0 FT) WEST OF THE CENTER OF THE
 AI9596'TRACK ROAD, 7.3 M (24.0 FT) EAST-SOUTHEAST OF A SIGN (U.S.  GOVERNMENT
 AI9596'PROPERTY) , 1.0 M (3.3 FT) EAST OF A WITNESS POST, AND 1.0 M (3.3 FT)
 AI9596'WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI9596'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI9596'FOR A CLASS A MARK. THIS IS A NDGPS SITE REFERENCE STATION.  THE MARK
 AI9596'IS ON PROPERTY OWNED BY THE U.S.  COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9595 ***********************************************************************
 AI9595  FBN         -  This is a Federal Base Network Control Station.
 AI9595  DESIGNATION -  DRV1 B
 AI9595  PID         -  AI9595
 AI9595  STATE/COUNTY-  VA/ISLE OF WIGHT
 AI9595  USGS QUAD   -  BENNS CHURCH (1986)
 AI9595
 AI9595                         *CURRENT SURVEY CONTROL
 AI9595  ___________________________________________________________________
 AI9595* NAD 83(1993)-  36 57 38.09162(N)    076 33 45.22916(W)     ADJUSTED  
 AI9595* NAVD 88     -         5.240  (meters)      17.19   (feet)  ADJUSTED  
 AI9595  ___________________________________________________________________
 AI9595  X           -   1,185,759.783 (meters)                     COMP
 AI9595  Y           -  -4,962,912.383 (meters)                     COMP
 AI9595  Z           -   3,813,879.919 (meters)                     COMP
 AI9595  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 AI9595  ELLIP HEIGHT-         -30.96  (meters)          (07/14/04) GPS OBS
 AI9595  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AI9595  DYNAMIC HT  -           5.236 (meters)      17.18  (feet)  COMP
 AI9595  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 AI9595
 AI9595  HORZ ORDER  -  A
 AI9595  VERT ORDER  -  FIRST     CLASS II
 AI9595  ELLP ORDER  -  THIRD     CLASS II
 AI9595
 AI9595.This is a reference station for the DRIVER 1
 AI9595.National Continuously Operating Reference Station (DRV1).
 AI9595
 AI9595.The horizontal coordinates were established by GPS observations
 AI9595.and adjusted by the National Geodetic Survey in July 2004..
 AI9595
 AI9595.The orthometric height was determined by differential leveling
 AI9595.and adjusted by the National Geodetic Survey in July 2002..
 AI9595.No vertical observational check was made to the station.
 AI9595
 AI9595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9595
 AI9595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9595
 AI9595.The ellipsoidal height was determined by GPS observations
 AI9595.and is referenced to NAD 83.
 AI9595
 AI9595.The geoid height was determined by GEOID03.
 AI9595
 AI9595.The dynamic height is computed by dividing the NAVD 88
 AI9595.geopotential number by the normal gravity value computed on the
 AI9595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9595.degrees latitude (g = 980.6199 gals.).
 AI9595
 AI9595.The modeled gravity was interpolated from observed gravity values.
 AI9595
 AI9595;                    North         East     Units Scale Factor Converg.
 AI9595;SPC VA S     - 1,071,378.768 3,672,526.224   MT  0.99997046   +1 10 33.2
 AI9595;SPC VA S     - 3,515,015.17 12,048,946.45   sFT  0.99997046   +1 10 33.2
 AI9595;UTM  18      - 4,091,640.186   360,892.672   MT  0.99983839   -0 56 22.8
 AI9595
 AI9595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9595!SPC VA S     -   1.00000486  x   0.99997046  =   0.99997532
 AI9595!UTM  18      -   1.00000486  x   0.99983839  =   0.99984325
 AI9595
 AI9595                          SUPERSEDED SURVEY CONTROL
 AI9595
 AI9595  NAD 83(1993)-  36 57 38.09189(N)    076 33 45.22933(W) AD(       ) A
 AI9595  ELLIP H (08/14/01)  -30.94   (m)                       GP(       ) 4 1
 AI9595  NAVD 88 (08/14/01)    5.24   (m)           17.2    (f) LEVELING    3  
 AI9595
 AI9595.Superseded values are not recommended for survey control.
 AI9595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9595.See file dsdata.txt to determine how the superseded data were derived.
 AI9595
 AI9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6089391640(NAD 83)
 AI9595_MARKER: I = METAL ROD
 AI9595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9595_STAMPING: DRV1 B 2000
 AI9595_MARK LOGO: NGS   
 AI9595_PROJECTION: FLUSH
 AI9595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9595+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001
 AI9595_ROD/PIPE-DEPTH: 13.9 meters
 AI9595_SLEEVE-DEPTH  : 0.9 meters
 AI9595
 AI9595  HISTORY     - Date     Condition        Report By
 AI9595  HISTORY     - 2000     MONUMENTED       NGS
 AI9595  HISTORY     - 20000302 GOOD             NGS
 AI9595  HISTORY     - 20010116 GOOD             NGS
 AI9595
 AI9595                          STATION DESCRIPTION
 AI9595
 AI9595'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CM)
 AI9595'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTH OF SUFFOLK, 12 MI
 AI9595'(19.3 KM) WEST-NORTHWEST OF PORTSMOUTH, 11 MI (17.7 KM)
 AI9595'SOUTH-SOUTHWEST OF NEWPORT NEWS, AT THE CARROLTON NIKE PARK.
 AI9595'OWNERSHIP--ISLE OF WIGHT COUNTY DEPARTMENT OF PARKS AND RECREATION,
 AI9595'CARROLTON NIKE PARK.  CONTACT PARKS DIRECTOR AT PHONE 757-357-2291. TO
 AI9595'REACH THE STATION FROM THE JUNCTION OF COMBINED US HIGHWAY 17 AND
 AI9595'STATE HIGHWAY 258 NORTH, AND COMBINED STATE HIGHWAY 32 AND US HIGHWAY
 AI9595'258 SOUTH, ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF SMITHFIELD, GO WEST ON
 AI9595'COMBINED STATE HIGHWAY 32 AND US HIGHWAY 258 SOUTH FOR 1.1 MI (1.8 KM)
 AI9595'TO THE INTERSECTION WITH STATE HIGHWAY 711 (NORSWORTHY RD) .  TURN
 AI9595'RIGHT, NORTH ON STATE HIGHWAY 711 FOR 0.35 MI (0.56 KM) TO A
 AI9595'T-JUNCTION.  TURN RIGHT, EAST ON STATE HIGHWAY 665 (REYNOLDS RD) FOR
 AI9595'0.7 MI (1.1 KM) TO A ROAD LEFT.  TURN LEFT, NORTH ON STATE HIGHWAY 669
 AI9595'(NIKE PARK RD) FOR 1.0 MI (1.6 KM) TO THE ENTRANCE OF CARROLTON NIKE
 AI9595'PARK.  TURN LEFT, WEST INTO THE PARK FOR 0.15 MI (0.24 KM) TO THE
 AI9595'STATION ON THE LEFT INSIDE A WOODEN RAIL FENCE.  LOCATED 66.4 FT (20.2
 AI9595'M) SOUTH OF SURVEY MARK--ISLE OF WIGHT COUNTY CONTROL 12 1996--, 64.6
 AI9595'FT (19.7 M) NORTH OF METAL STADIUM LIGHT POLE, 56.3 FT (17.2 M) WEST
 AI9595'OF METAL LIGHT POLE NO.  15, 19.3 FT (5.9 M) NW OF THE CENTER OF A
 AI9595'CONCRETE CULVERT, 6.3 FT (1.9 M) EAST OF EAST EDGE OF ASPHALT DRIVE,
 AI9595'AND 6.1 FT (1.9 M) SOUTH OF A FIBERGLASS WITNESS POST IN FENCE LINE.
 AI9595
 AI9595                          STATION RECOVERY (2001)
 AI9595
 AI9595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AI9595'1.2 KM (0.75 MI) NORTHERLY ALONG U.S.  HIGHWAY 17 FROM THE POST OFFICE
 AI9595'IN CARROLLTON, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG U.S.  HIGHWAY
 AI9595'258, THENCE 2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 665, THENCE
 AI9595'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 669, THENCE 0.3 KM
 AI9595'(0.20 MI) WESTERLY ALONG A ROAD LEADING INTO THE CARROLLTON NIKE PARK,
 AI9595'19.7 M (64.6 FT) NORTH OF A METAL LIGHT POLE, 17.5 M (57.4 FT) NORTH
 AI9595'OF METAL LIGHT POLE NUMBER 15, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTER
 AI9595'OF A CULVERT, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.9
 AI9595'M (6.2 FT) EAST OF THE EAST EDGE OF A DRIVEWAY, AND 1.9 M (6.2 FT)
 AI9595'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI9595'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI9595'SPECIFICATIONS FOR A CLASS A MARK.  THIS IS A NDGPS SITE REFERENCE
 AI9595'STATION.  THE MARK IS ON PROPERTY OWNED BY THE ISLE OF WIGHT COUNTY
 AI9595'DEPARTMENT OF PARKS AND RECREATION, CARROLLTON NIKE PARK, CONTACT
 AI9595'PARKS DIRECTOR AT TELEPHONE 757-357-2291.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3407 ***********************************************************************
 GX3407  DESIGNATION -  DRY
 GX3407  PID         -  GX3407
 GX3407  STATE/COUNTY-  VA/TAZEWELL
 GX3407  USGS QUAD   -  TIPTOP (1976)
 GX3407
 GX3407                         *CURRENT SURVEY CONTROL
 GX3407  ___________________________________________________________________
 GX3407* NAD 83(1993)-  37 08 40.25190(N)    081 29 43.19565(W)     ADJUSTED  
 GX3407* NAVD 88     -       832.6    (meters)    2732.     (feet)  VERTCON   
 GX3407  ___________________________________________________________________
 GX3407  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 GX3407  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GX3407
 GX3407  HORZ ORDER  -  SECOND
 GX3407
 GX3407.The horizontal coordinates were established by classical geodetic methods
 GX3407.and adjusted by the National Geodetic Survey in December 1995..
 GX3407
 GX3407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3407
 GX3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3407
 GX3407.The geoid height was determined by GEOID03.
 GX3407
 GX3407;                    North         East     Units Scale Factor Converg.
 GX3407;SPC VA S     - 1,094,241.434 3,233,943.084   MT  0.99995293   -1 49 04.6
 GX3407;SPC VA S     - 3,590,023.77 10,610,028.27   sFT  0.99995293   -1 49 04.6
 GX3407;UTM  17      - 4,111,018.838   456,010.695   MT  0.99962384   -0 17 56.8
 GX3407
 GX3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3407!SPC VA S     -   0.99987416  x   0.99995293  =   0.99982709
 GX3407!UTM  17      -   0.99987416  x   0.99962384  =   0.99949804
 GX3407
 GX3407|---------------------------------------------------------------------|
 GX3407| PID    Reference Object                     Distance      Geod. Az  |
 GX3407|                                                           dddmmss.s |
 GX3407| DC3281 DRY RM 1                              6.111 METERS 04419     |
 GX3407| GX1582 DRY AZ MK 2                                        0540340.5 |
 GX3407| GX1580 DRY AZ MK                                          0545410.4 |
 GX3407| DC3282 DRY RM 2                              6.910 METERS 25734     |
 GX3407|---------------------------------------------------------------------|
 GX3407
 GX3407                          SUPERSEDED SURVEY CONTROL
 GX3407
 GX3407  NAD 83(1993)-  37 08 40.25507(N)    081 29 43.18248(W) AD(       ) 2
 GX3407  NAD 83(1986)-  37 08 40.26181(N)    081 29 43.19519(W) AD(       ) 2
 GX3407  NAD 27      -  37 08 39.84035(N)    081 29 43.79930(W) AD(       ) 2
 GX3407  NGVD 29 (07/19/86)  832.7    (m)         2732.     (f) VERT ANG       
 GX3407
 GX3407.Superseded values are not recommended for survey control.
 GX3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3407.See file dsdata.txt to determine how the superseded data were derived.
 GX3407
 GX3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5601111019(NAD 83)
 GX3407_MARKER: DS = TRIANGULATION STATION DISK
 GX3407_SETTING: 66 = SET IN ROCK OUTCROP
 GX3407
 GX3407  HISTORY     - Date     Condition        Report By
 GX3407  HISTORY     - 1963     MONUMENTED       CGS
 GX3407  HISTORY     - 1967     GOOD             CGS
 GX3407
 GX3407                          STATION DESCRIPTION
 GX3407
 GX3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3407'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF TAZEWELL
 GX3407'AND ABOUT 2.5 MILES EAST OF NORTH TAZEWELL ON A HIGH HILL.
 GX3407'IT IS IN A PASTURE OWNED BY MRS. ALBERT PEERY.
 GX3407'
 GX3407'TO REACH FROM THE POST OFFICE IN TAZEWELL, VIRGINIA, GO
 GX3407'EASTERLY ON U.S. HIGHWAYS 19 AND 460 FOR 2.15 MILES TO A
 GX3407'CROSS-ROADS, STATE HIGHWAY 61, TURN LEFT ON STATE ROUTE 61
 GX3407'AND GO 0.15 MILE TO A FORK, STATE ROUTE 61 TURNS LEFT, TURN
 GX3407'RIGHT AND GO 0.05 MILE TO A LOCKED GATE ON THE LEFT AND A
 GX3407'LIVESTOCK MARKET ON THE RIGHT, TURN LEFT THROUGH GATE AND
 GX3407'GO 0.2 MILE ON FARM ROAD TO ANOTHER GATE AND OLD HOUSE ON
 GX3407'THE RIGHT, PASS THROUGH THIS GATE AND CONTINUE 0.15 MILE
 GX3407'BETWEEN WIRE FENCES TO OPEN PASTURE, CONTINUE NORTH ACROSS
 GX3407'PASTURE FOR 0.4 MILE TO HIGHEST PART OF HILL AND STATION.
 GX3407'
 GX3407'THE STATION IS A STANDARD TRIANGULATION CEMENTED IN A DRILL
 GX3407'HOLE IN A 2 FEET BY 3 FEET EXPOSED AREA OF OUTCROPPING BEDROCK
 GX3407'PROJECTING 6 INCHES.  IT IS 73 FEET NORTHWEST OF A T-WIRE
 GX3407'FENCE, 32.0 FEET WEST OF A METAL WITNESS POST SET IN A WIRE
 GX3407'FENCE, APPROXIMATELY 8 PACES NORTH OF THE CREST OF HILL AND
 GX3407'IS STAMPED DRY 1963.
 GX3407'
 GX3407'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 GX3407'HOLE IN OUTCROPPING BEDROCK.  IT IS 20.0 FEET NORTHWEST OF
 GX3407'A METAL WITNESS POST SET IN THE FENCE LINE, 14 FEET WEST OF A
 GX3407'WIRE FENCE AND IS STAMPED DRY 1963.
 GX3407'
 GX3407'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 GX3407'HOLE IN OUTCROPPING BEDROCK.  IT IS 54.8 FEET WEST OF A METAL
 GX3407'WITNESS POST SET IN THE FENCE LINE AND IS STAMPED DRY 1963.
 GX3407'
 GX3407'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 GX3407'MONUMENT FLUSH WITH THE GROUND.  IT IS 27 FEET SOUTHEAST OF
 GX3407'THE APPROXIMATE CENTER OF U.S. HIGHWAYS 19 AND 460, 11.6
 GX3407'FEET NORTHEAST OF A METAL WITNESS POST, 3.5 FEET NORTHWEST
 GX3407'OF POWER LINE POLE NO. 501 AND IS STAMPED DRY 1963.
 GX3407'
 GX3407'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 GX3407'19 AND 460 WITH STATE ROUTE 61, MENTIONED IN DESCRIPTION
 GX3407'TO STATION, CONTINUE EASTERLY ON U.S. HIGHWAYS 19 AND 460
 GX3407'FOR 1.6 MILES TO COUNTY ROUTE 678 ON THE LEFT, CONTINUE ON
 GX3407'U.S. HIGHWAYS 19 AND 460 FOR 0.2 MILE TO AZIMUTH MARK ON THE
 GX3407'RIGHT.
 GX3407'
 GX3407'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX3407
 GX3407                          STATION RECOVERY (1967)
 GX3407
 GX3407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 GX3407'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GX3407'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE CONSTRUCTION
 GX3407'LIMITS OF HIGHWAY IMPROVEMENTS, SO UPON THE REQUEST OF THE
 GX3407'STATE HIGHWAY DEPARTMENT, A NEW AZIMUTH MARK WAS ESTABLISHED
 GX3407'AND THE OLD MARK WAS THEN DESTROYED.  THE ORIGINAL STATION
 GX3407'DESCRIPTION IS ADEQUATE EXCEPT THE NORTH-SOUTH FENCE NEAR
 GX3407'STATION SITE HAS BEEN REMOVED.  A CHECK WAS MADE OF THE
 GX3407'DISTANCE AND THE DIRECTION TO THE REFERENCE MARKS AND FOUND
 GX3407'TO BE CORRECT.
 GX3407'
 GX3407'AZIMUTH MARK 2 IS 60 FEET NORTHWEST OF THE CENTERLINE OF
 GX3407'U.S. HIGHWAY 19 AND 460, 14 FEET SOUTHWEST OF UTILITY POLE,
 GX3407'1.8 FEET SOUTHEAST OF STEEL WITNESS POST AND AT THE SOUTHEAST
 GX3407'EDGE OF OLD ROADBED LEADING TO RAILROAD TRACKS.  THE MARK IS
 GX3407'A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10
 GX3407'INCHES IN DIAMETER, PROJECTS ABOUT 4 INCHES AND THE DISK
 GX3407'IS STAMPED DRY AZ 2 1967 BM RESET.
 GX3407'
 GX3407'TO REACH AZIMUTH MARK FROM JUNCTION OF U.S. HIGHWAY 19 AND
 GX3407'460 AND STATE HIGHWAY 61 NEAR THE NORTHEAST EDGE OF TAZEWELL
 GX3407'GO EASTERLY ON U.S. HIGHWAY 19 AND 460 FOR 1.8 MILES TO MARK
 GX3407'ON LEFT AS DESCRIBED.
 GX3407'
 GX3407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 GX3407'NORTHEAST OF TAZEWELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1580 ***********************************************************************
 GV1580  DESIGNATION -  DRYBRIDGE
 GV1580  PID         -  GV1580
 GV1580  STATE/COUNTY-  VA/HENRICO
 GV1580  USGS QUAD   -  SEVEN PINES (1994)
 GV1580
 GV1580                         *CURRENT SURVEY CONTROL
 GV1580  ___________________________________________________________________
 GV1580* NAD 83(1993)-  37 31 27.83503(N)    077 16 42.34008(W)     ADJUSTED  
 GV1580* NAVD 88     -        51.109  (meters)     167.68   (feet)  ADJUSTED  
 GV1580  ___________________________________________________________________
 GV1580  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GV1580  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GV1580  DYNAMIC HT  -          51.074 (meters)     167.57  (feet)  COMP
 GV1580  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1580
 GV1580  HORZ ORDER  -  SECOND
 GV1580  VERT ORDER  -  SECOND    CLASS 0
 GV1580
 GV1580.The horizontal coordinates were established by classical geodetic methods
 GV1580.and adjusted by the National Geodetic Survey in November 1994..
 GV1580
 GV1580.The orthometric height was determined by differential leveling
 GV1580.and adjusted by the National Geodetic Survey in June 1991..
 GV1580
 GV1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1580
 GV1580.The geoid height was determined by GEOID03.
 GV1580
 GV1580.The dynamic height is computed by dividing the NAVD 88
 GV1580.geopotential number by the normal gravity value computed on the
 GV1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1580.degrees latitude (g = 980.6199 gals.).
 GV1580
 GV1580.The modeled gravity was interpolated from observed gravity values.
 GV1580
 GV1580;                    North         East     Units Scale Factor Converg.
 GV1580;SPC VA S     - 1,132,877.631 3,607,974.403   MT  0.99994914   +0 44 29.0
 GV1580;SPC VA S     - 3,716,782.69 11,837,162.69   sFT  0.99994914   +0 44 29.0
 GV1580;UTM  18      - 4,155,487.287   298,661.322   MT  1.00009935   -1 23 17.7
 GV1580
 GV1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1580!SPC VA S     -   0.99999720  x   0.99994914  =   0.99994634
 GV1580!UTM  18      -   0.99999720  x   1.00009935  =   1.00009655
 GV1580
 GV1580:                Primary Azimuth Mark                     Grid Az
 GV1580:SPC VA S     -  DRYBRIDGE AZ MK                          058 40 58.3
 GV1580:UTM  18      -  DRYBRIDGE AZ MK                          060 48 45.0
 GV1580
 GV1580|---------------------------------------------------------------------|
 GV1580| PID    Reference Object                     Distance      Geod. Az  |
 GV1580|                                                           dddmmss.s |
 GV1580| DC5299 DRYBRIDGE AZ MK                                    0592527.3 |
 GV1580| GV5226 LOWER HENRICO LOOKOUT TOWER         APPROX. 3.8 KM 1133454.8 |
 GV1580| GV5390 ELKO STATE HOSPITAL TANK            APPROX. 5.5 KM 1391150.8 |
 GV1580| GV1579 DRYBRIDGE RM 1                       27.924 METERS 14521     |
 GV1580| GV1578 DRYBRIDGE RM 2                       33.711 METERS 24723     |
 GV1580| GV5235 SANDSTON MUNICIPAL TANK             APPROX. 3.1 KM 2651204.0 |
 GV1580|---------------------------------------------------------------------|
 GV1580
 GV1580                          SUPERSEDED SURVEY CONTROL
 GV1580
 GV1580  NAD 83(1986)-  37 31 27.84109(N)    077 16 42.35578(W) AD(       ) 2
 GV1580  NAD 27      -  37 31 27.31580(N)    077 16 43.43900(W) AD(       ) 2
 GV1580  NGVD 29 (??/??/??)   51.430  (m)          168.73   (f) ADJUSTED    2 0
 GV1580
 GV1580.Superseded values are not recommended for survey control.
 GV1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1580.See file dsdata.txt to determine how the superseded data were derived.
 GV1580
 GV1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9866155487(NAD 83)
 GV1580_MARKER: DS = TRIANGULATION STATION DISK
 GV1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1580_STAMPING: DRYBRIDGE 1958
 GV1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1580+STABILITY: SURFACE MOTION
 GV1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1580+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 GV1580
 GV1580  HISTORY     - Date     Condition        Report By
 GV1580  HISTORY     - 1958     MONUMENTED       CGS
 GV1580  HISTORY     - 1958     GOOD             CGS
 GV1580  HISTORY     - 1964     GOOD             VADH
 GV1580  HISTORY     - 1966     GOOD             CGS
 GV1580  HISTORY     - 1976     GOOD             NGS
 GV1580  HISTORY     - 1979     GOOD             NGS
 GV1580  HISTORY     - 1989     GOOD             USPSQD
 GV1580  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1580  HISTORY     - 19961102 GOOD             USPSQD
 GV1580  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1580  HISTORY     - 20040122 GOOD             VADOT
 GV1580  HISTORY     - 20050208 GOOD             USPSQD
 GV1580
 GV1580                          STATION DESCRIPTION
 GV1580
 GV1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1580'STATION IS LOCATED ABOUT 2.0 MILES EAST OF SANDSTON, 3.0 MILES
 GV1580'SOUTHEAST OF HIGHLAND SPRINGS ON A LONG NARROW WOODED BANK
 GV1580'BETWEEN THE ROAD AND THE RAILROAD TRACKS.
 GV1580'
 GV1580'STATION, STAMPED DRYBRIDGE 1958, PROJECTS ABOUT 4 INCHES, IS
 GV1580'ABOUT 5 FEET ABOVE THE ROAD, 35 FEET NORTH OF THE CENTERLINE
 GV1580'OF DRYBRIDGE ROAD, 19 FEET NORTHEAST OF A TRIANGULAR BLAZED PINE
 GV1580'TREE AND 2.8 FEET SOUTH OF A SHEET METAL WITNESS POST.
 GV1580'
 GV1580'R.M. 1, STAMPED DRYBRIDGE NO 1 1958, PROJECT ABOUT 4 INCHES,
 GV1580'IS 29 FEET SOUTH OF THE CENTERLINE OF DRYBRIDGE ROAD, 17 FEET
 GV1580'WEST-NORTHWEST OF A TRIANGULAR BLAZED PINE TREE AND IS ABOUT 5
 GV1580'FEET BELOW THE STATION.
 GV1580'
 GV1580'R.M. 2, STAMPED DRYBRIDGE NO 2 1958, PROJECTS ABOUT 3 INCHES, IS
 GV1580'32 FEET SOUTH OF THE CENTERLINE OF DRYBRIDGE ROAD, 28 FEET WEST
 GV1580'OF A TRIANGULAR BLAZED PINE TREE AND IS ABOUT 5 FEET BELOW THE
 GV1580'STATION.
 GV1580'
 GV1580'AZIMUTH MARK, STAMPED DRYBRIDGE 1958, PROJECTS ABOUT 5 INCHES,
 GV1580'IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE,
 GV1580'75 FEET EAST OF THE CENTERLINE OF DRYBRIDGE ROAD, 18 FEET NORTH
 GV1580'OF THE CENTERLINE OF ROAD LEADING TO THE HOUSE, 1.4 FEET WEST OF
 GV1580'A SHEET METAL WITNESS POST AND 3 FEET WEST OF POWER POLE 41290.
 GV1580'
 GV1580'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANDSTON, GO
 GV1580'EASTERLY ON U.S. HIGHWAY 60 FOR 1.9 MILES TO DRYBRIDGE ROAD
 GV1580'ON THE LEFT.  TURN LEFT, GO NORTHERLY ON DRYBRIDGE ROAD FOR
 GV1580'0.2 MILE TO WHERE THE ROAD TURN SHARP RIGHT AND THE STATION
 GV1580'ABOUT 100 YARDS TO THE EAST.
 GV1580'
 GV1580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 GV1580'DRYBRIDGE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GV1580'
 GV1580'HEIGHT OF LIGHT ABOVE STATION MARK 29.82 METERS.
 GV1580
 GV1580                          STATION RECOVERY (1958)
 GV1580
 GV1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1580'2.1 MI E FROM SANDSTON.
 GV1580'2.1 MILES EAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1580'SANDSTON, THENCE NORTHERLY ON DRYBRIDGE ROAD FOR 0.2 MILE TO
 GV1580'WHERE ROAD MAKES SHARP RIGHT TURN AND THE MARK IS ABOUT 100
 GV1580'YARDS TO EAST.  THE MARK IS 35 FEET NORTH OF THE CENTERLINE
 GV1580'OF DRYBRIDGE ROAD, 19 FEET NORTHEAST OF A TRIANGULAR BLAZED
 GV1580'PINE TREE, 3 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 5
 GV1580'FEET ABOVE THE LEVEL OF THE ROAD.  SET IN A TEN INCH SQUARE
 GV1580'CONCRETE POST PROJECTING 4 INCHES.
 GV1580
 GV1580                          STATION RECOVERY (1964)
 GV1580
 GV1580'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1964 (NVM)
 GV1580'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GV1580
 GV1580                          STATION RECOVERY (1966)
 GV1580
 GV1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1580'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 GV1580'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE BUT
 GV1580'SINCE DRYBRIDGE ROAD HAS BEEN RELOCATED BECAUSE OF THE INTERSTATE
 GV1580'HIGHWAY A NEW TO REACH STATION DESCRIPTION FOLLOWS.  TO REACH
 GV1580'STATION FROM THE POST OFFICE IN SANDSTON GO EASTERLY ON
 GV1580'U.S. HIGHWAY 60 FOR 2.0 MILES TO SIDE ROAD LEFT.  TURN LEFT ON
 GV1580'DRYBRIDGE ROAD AND GO 0.2 MILE CROSSING THE INTERSTATE HIGHWAY
 GV1580'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO STATION ON
 GV1580'THE RIGHT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 GV1580'GO EAST FOR 0.1 MILE TO DRYBRIDGE ROAD.  TURN LEFT ON
 GV1580'DRYBRIDGE ROAD AND GO 0.15 MILE TO MARK ON RIGHT AS
 GV1580'DESCRIBED.
 GV1580'
 GV1580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 GV1580'EAST OF SANDSTON
 GV1580
 GV1580                          STATION RECOVERY (1976)
 GV1580
 GV1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1580'RECOVERED IN GOOD CONDITION.
 GV1580
 GV1580                          STATION RECOVERY (1979)
 GV1580
 GV1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1580'OMITTED FROM 1979 LEVELING.  NOTE=THIS STATION AND ITS REFERENCE
 GV1580'MARKS ARE OFF THE LINE.
 GV1580
 GV1580                          STATION RECOVERY (1989)
 GV1580
 GV1580'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1580'RECOVERED IN GOOD CONDITION.
 GV1580
 GV1580                          STATION RECOVERY (1994)
 GV1580
 GV1580'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1580'MARK NOT FOUND.
 GV1580
 GV1580                          STATION RECOVERY (1996)
 GV1580
 GV1580'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1580'RECOVERED IN GOOD CONDITION.
 GV1580
 GV1580                          STATION RECOVERY (2000)
 GV1580
 GV1580'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1580'MARK NOT FOUND.
 GV1580
 GV1580                          STATION RECOVERY (2004)
 GV1580
 GV1580'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2004 (JCA)
 GV1580'TO REACH THE STATION FORM THE POST OFFICE IN SANDSTON- PROCEED EAST ON
 GV1580'ROUTE 60 FOR 1.7 MILES TO DRYBRIDGE ROAD-LEFT. GO NORTH ON DRYBRIDGE
 GV1580'ROAD FOR 0.9 MILES TO DRYBRIDGE COURT-EAST. GO EAST ON DRYBRIDGE COURT
 GV1580'FOR 0.2 MILES TO DRYBRIDGE COURT-SOUTH. GO SOUTH ON DRYBRIDGE COURT
 GV1580'FOR 0.2 MILES TO SIDE ROAD-RIGHT. GO WEST ON SIDE ROAD FOR 0.1 MILES
 GV1580'TO THE STATION ON RIGHT.
 GV1580
 GV1580                          STATION RECOVERY (2005)
 GV1580
 GV1580'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1580'STATION FOUND IN GOOD CONDITION. RM1,RM2 AND AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1579 ***********************************************************************
 GV1579  DESIGNATION -  DRYBRIDGE RM 1
 GV1579  PID         -  GV1579
 GV1579  STATE/COUNTY-  VA/HENRICO
 GV1579  USGS QUAD   -  SEVEN PINES (1994)
 GV1579
 GV1579                         *CURRENT SURVEY CONTROL
 GV1579  ___________________________________________________________________
 GV1579* NAD 83(1986)-  37 31 28.     (N)    077 16 42.     (W)     SCALED    
 GV1579* NAVD 88     -        48.944  (meters)     160.58   (feet)  ADJUSTED  
 GV1579  ___________________________________________________________________
 GV1579  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GV1579  DYNAMIC HT  -          48.911 (meters)     160.47  (feet)  COMP
 GV1579  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1579
 GV1579  VERT ORDER  -  SECOND    CLASS 0
 GV1579
 GV1579.The horizontal coordinates were scaled from a topographic map and have
 GV1579.an estimated accuracy of +/- 6 seconds.
 GV1579
 GV1579.The orthometric height was determined by differential leveling
 GV1579.and adjusted by the National Geodetic Survey in June 1991..
 GV1579
 GV1579.The geoid height was determined by GEOID03.
 GV1579
 GV1579.The dynamic height is computed by dividing the NAVD 88
 GV1579.geopotential number by the normal gravity value computed on the
 GV1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1579.degrees latitude (g = 980.6199 gals.).
 GV1579
 GV1579.The modeled gravity was interpolated from observed gravity values.
 GV1579
 GV1579;                    North         East    Units  Estimated Accuracy
 GV1579;SPC VA S     - 1,132,880.    3,607,980.      MT  (+/- 180 meters Scaled)
 GV1579
 GV1579                          SUPERSEDED SURVEY CONTROL
 GV1579
 GV1579  NGVD 29 (??/??/??)   49.266  (m)          161.63   (f) ADJUSTED    2 0
 GV1579
 GV1579.Superseded values are not recommended for survey control.
 GV1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1579.See file dsdata.txt to determine how the superseded data were derived.
 GV1579
 GV1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG986554(NAD 83)
 GV1579_MARKER: DR = REFERENCE MARK DISK
 GV1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1579_STAMPING: DRYBRIDGE NO 1 1958
 GV1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1579+STABILITY: SURFACE MOTION
 GV1579
 GV1579  HISTORY     - Date     Condition        Report By
 GV1579  HISTORY     - 1958     MONUMENTED       CGS
 GV1579  HISTORY     - 1976     GOOD             NGS
 GV1579  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1579  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV1579  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1579  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1579
 GV1579                          STATION DESCRIPTION
 GV1579
 GV1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1579'2.1 MI E FROM SANDSTON.
 GV1579'2.1 MILES EAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1579'SANDSTON, THENCE NORTHERLY ON DRYBRIDGE ROAD FOR 0.2 MILE TO
 GV1579'WHERE ROAD MAKES SHARP TURN AND THE MARK IS ABOUT 100 YARDS
 GV1579'EAST.  THE MARK IS 29 FEET SOUTH OF THE CENTERLINE OF DRYBRIDGE
 GV1579'ROAD AND 17 FEET WEST NORTHWEST OF A TRIANGULAR BLAZED TREE.
 GV1579'SET IN A TEN INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GV1579
 GV1579                          STATION RECOVERY (1976)
 GV1579
 GV1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1579'RECOVERED IN GOOD CONDITION.
 GV1579
 GV1579                          STATION RECOVERY (1989)
 GV1579
 GV1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWH)
 GV1579'MARK NOT FOUND.
 GV1579
 GV1579                          STATION RECOVERY (1996)
 GV1579
 GV1579'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1579'MARK NOT FOUND.
 GV1579
 GV1579                          STATION RECOVERY (2000)
 GV1579
 GV1579'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1579'MARK NOT FOUND.
 GV1579
 GV1579                          STATION RECOVERY (2005)
 GV1579
 GV1579'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1578 ***********************************************************************
 GV1578  DESIGNATION -  DRYBRIDGE RM 2
 GV1578  PID         -  GV1578
 GV1578  STATE/COUNTY-  VA/HENRICO
 GV1578  USGS QUAD   -  SEVEN PINES (1994)
 GV1578
 GV1578                         *CURRENT SURVEY CONTROL
 GV1578  ___________________________________________________________________
 GV1578* NAD 83(1986)-  37 31 28.     (N)    077 16 42.     (W)     SCALED    
 GV1578* NAVD 88     -        49.441  (meters)     162.21   (feet)  ADJUSTED  
 GV1578  ___________________________________________________________________
 GV1578  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GV1578  DYNAMIC HT  -          49.407 (meters)     162.10  (feet)  COMP
 GV1578  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 GV1578
 GV1578  VERT ORDER  -  SECOND    CLASS 0
 GV1578
 GV1578.The horizontal coordinates were scaled from a topographic map and have
 GV1578.an estimated accuracy of +/- 6 seconds.
 GV1578
 GV1578.The orthometric height was determined by differential leveling
 GV1578.and adjusted by the National Geodetic Survey in June 1991..
 GV1578
 GV1578.The geoid height was determined by GEOID03.
 GV1578
 GV1578.The dynamic height is computed by dividing the NAVD 88
 GV1578.geopotential number by the normal gravity value computed on the
 GV1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1578.degrees latitude (g = 980.6199 gals.).
 GV1578
 GV1578.The modeled gravity was interpolated from observed gravity values.
 GV1578
 GV1578;                    North         East    Units  Estimated Accuracy
 GV1578;SPC VA S     - 1,132,880.    3,607,980.      MT  (+/- 180 meters Scaled)
 GV1578
 GV1578                          SUPERSEDED SURVEY CONTROL
 GV1578
 GV1578  NGVD 29 (??/??/??)   49.762  (m)          163.26   (f) ADJUSTED    2 0
 GV1578
 GV1578.Superseded values are not recommended for survey control.
 GV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1578.See file dsdata.txt to determine how the superseded data were derived.
 GV1578
 GV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG986554(NAD 83)
 GV1578_MARKER: DR = REFERENCE MARK DISK
 GV1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1578_STAMPING: DRYBRIDGE NO 2 1958
 GV1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1578+STABILITY: SURFACE MOTION
 GV1578
 GV1578  HISTORY     - Date     Condition        Report By
 GV1578  HISTORY     - 1958     MONUMENTED       CGS
 GV1578  HISTORY     - 1976     GOOD             NGS
 GV1578  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV1578  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1578  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1578
 GV1578                          STATION DESCRIPTION
 GV1578
 GV1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1578'2.1 MI E FROM SANDSTON.
 GV1578'2.1 MILES EAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1578'SANDSTON, THENCE NORTHERLY ON DRYBRIDGE ROAD FOR 0.2 MILE
 GV1578'TO WHERE ROAD MAKES A SHARP TURN AND THE MARK IS ABOUT 100
 GV1578'YARDS TO EAST.  THE MARK IS 32 FEET SOUTH OF THE CENTERLINE
 GV1578'OF DRYBRIDGE ROAD AND 28 FEET WEST OF A TRIANGULAR BLAZED
 GV1578'PINE TREE.  SET IN A TEN INCH SQUARE CONCRETE POST THAT
 GV1578'PROJECTS 3 INCHES.
 GV1578
 GV1578                          STATION RECOVERY (1976)
 GV1578
 GV1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1578'RECOVERED IN GOOD CONDITION.
 GV1578
 GV1578                          STATION RECOVERY (1996)
 GV1578
 GV1578'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1578'MARK NOT FOUND.
 GV1578
 GV1578                          STATION RECOVERY (2000)
 GV1578
 GV1578'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1578'MARK NOT FOUND.
 GV1578
 GV1578                          STATION RECOVERY (2005)
 GV1578
 GV1578'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4158 ***********************************************************************
 GV4158  DESIGNATION -  DRYDEN VFC 1934
 GV4158  PID         -  GV4158
 GV4158  STATE/COUNTY-  VA/YORK
 GV4158  USGS QUAD   -  POQUOSON WEST (1983)
 GV4158
 GV4158                         *CURRENT SURVEY CONTROL
 GV4158  ___________________________________________________________________
 GV4158* NAD 83(1993)-  37 12 28.14871(N)    076 25 04.38976(W)     ADJUSTED  
 GV4158* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4158  ___________________________________________________________________
 GV4158  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GV4158  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 GV4158
 GV4158  HORZ ORDER  -  THIRD
 GV4158
 GV4158.The horizontal coordinates were established by classical geodetic methods
 GV4158.and adjusted by the National Geodetic Survey in September 1995..
 GV4158
 GV4158.The orthometric height was scaled from a topographic map.
 GV4158
 GV4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4158
 GV4158.The geoid height was determined by GEOID03.
 GV4158
 GV4158;                    North         East     Units Scale Factor Converg.
 GV4158;SPC VA S     - 1,099,083.516 3,684,802.472   MT  0.99994926   +1 15 49.3
 GV4158;SPC VA S     - 3,605,909.84 12,089,222.78   sFT  0.99994926   +1 15 49.3
 GV4158;UTM  18      - 4,118,868.332   374,182.767   MT  0.99979500   -0 51 27.1
 GV4158
 GV4158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4158!SPC VA S     -   1.00000556  x   0.99994926  =   0.99995482
 GV4158!UTM  18      -   1.00000556  x   0.99979500  =   0.99980056
 GV4158
 GV4158:                Primary Azimuth Mark                     Grid Az
 GV4158:SPC VA S     -  L BASE USE 1934                          003 42 34.5
 GV4158:UTM  18      -  L BASE USE 1934                          005 49 50.9
 GV4158
 GV4158|---------------------------------------------------------------------|
 GV4158| PID    Reference Object                     Distance      Geod. Az  |
 GV4158|                                                           dddmmss.s |
 GV4158| GV4176 L BASE USE 1934                     APPROX. 0.7 KM 0045823.8 |
 GV4158| GV4193 SLAIGHT VFC 1934                    273.378 METERS 18539     |
 GV4158|---------------------------------------------------------------------|
 GV4158
 GV4158                          SUPERSEDED SURVEY CONTROL
 GV4158
 GV4158  NAD 83(1986)-  37 12 28.15827(N)    076 25 04.42562(W) AD(       ) 3
 GV4158  NAD 27      -  37 12 27.65000(N)    076 25 05.61900(W) AD(       ) 3
 GV4158
 GV4158.Superseded values are not recommended for survey control.
 GV4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4158.See file dsdata.txt to determine how the superseded data were derived.
 GV4158
 GV4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7418318868(NAD 83)
 GV4158_MARKER: U = CONCRETE POST
 GV4158_SETTING: 0 = UNSPECIFIED SETTING
 GV4158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4158
 GV4158  HISTORY     - Date     Condition        Report By
 GV4158  HISTORY     - 1934     MONUMENTED       VACF
 GV4158  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV4158
 GV4158                          STATION DESCRIPTION
 GV4158
 GV4158'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4158'ON A POINT OF LAND AT THE MOUTH OF BACK CREEK (NORTH SIDE) AND
 GV4158'NEARLY ON LINE WITH A SMALL FOOT WHARF EXTENDING FROM THIS POINT.
 GV4158'THE STATION IS MARKED BY A CONCRETE MARKER AND PROJECTS A FEW
 GV4158'INCHES ABOVE THE GROUND.
 GV4158
 GV4158                          STATION RECOVERY (1943)
 GV4158
 GV4158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4158'THIS STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE AND
 GV4158'SEVERAL LOCAL INHABITANTS WERE QUESTIONED WITHOUT SUCCESS.  IT
 GV4158'IS RECOMMENDED THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0556 ***********************************************************************
 GX0556  DESIGNATION -  DUBLIN
 GX0556  PID         -  GX0556
 GX0556  STATE/COUNTY-  VA/PULASKI
 GX0556  USGS QUAD   -  DUBLIN (1965)
 GX0556
 GX0556                         *CURRENT SURVEY CONTROL
 GX0556  ___________________________________________________________________
 GX0556* NAD 83(1993)-  37 04 36.91902(N)    080 40 02.27520(W)     ADJUSTED  
 GX0556* NAVD 88     -       658.073  (meters)    2159.03   (feet)  ADJUSTED  
 GX0556  ___________________________________________________________________
 GX0556  X           -     826,297.939 (meters)                     COMP
 GX0556  Y           -  -5,027,905.210 (meters)                     COMP
 GX0556  Z           -   3,824,584.993 (meters)                     COMP
 GX0556  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 GX0556  ELLIP HEIGHT-         626.31  (meters)          (07/08/02) GPS OBS
 GX0556  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0556  DYNAMIC HT  -         657.479 (meters)    2157.08  (feet)  COMP
 GX0556  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 GX0556
 GX0556  HORZ ORDER  -  FIRST
 GX0556  VERT ORDER  -  FIRST     CLASS II
 GX0556  ELLP ORDER  -  FIRST     CLASS I
 GX0556
 GX0556.The horizontal coordinates were established by GPS observations
 GX0556.and adjusted by the National Geodetic Survey in November 1999..
 GX0556
 GX0556.The orthometric height was determined by differential leveling
 GX0556.and adjusted by the National Geodetic Survey in June 1991..
 GX0556
 GX0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GX0556
 GX0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0556
 GX0556.The ellipsoidal height was determined by GPS observations
 GX0556.and is referenced to NAD 83.
 GX0556
 GX0556.The geoid height was determined by GEOID03.
 GX0556
 GX0556.The dynamic height is computed by dividing the NAVD 88
 GX0556.geopotential number by the normal gravity value computed on the
 GX0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0556.degrees latitude (g = 980.6199 gals.).
 GX0556
 GX0556.The modeled gravity was interpolated from observed gravity values.
 GX0556
 GX0556;                    North         East     Units Scale Factor Converg.
 GX0556;SPC VA S     - 1,084,731.184 3,307,304.615   MT  0.99995819   -1 18 55.4
 GX0556;SPC VA S     - 3,558,822.23 10,850,715.22   sFT  0.99995819   -1 18 55.4
 GX0556;UTM  17      - 4,103,457.392   529,572.655   MT  0.99961077   +0 12 02.1
 GX0556
 GX0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0556!SPC VA S     -   0.99990172  x   0.99995819  =   0.99985992
 GX0556!UTM  17      -   0.99990172  x   0.99961077  =   0.99951253
 GX0556
 GX0556|---------------------------------------------------------------------|
 GX0556| PID    Reference Object                     Distance      Geod. Az  |
 GX0556|                                                           dddmmss.s |
 GX0556| GX0557 DUBLIN RM 1                          17.593 METERS 10713     |
 GX0556| GX3331 PULASKI RAD STA WPUV MAST           APPROX. 9.2 KM 2455401.0 |
 GX0556| GX0554 DUBLIN AZ MK                                       3142247.0 |
 GX0556| GX3323 DUBLIN FINISHING CO WATER TANK      APPROX. 1.8 KM 3172254.3 |
 GX0556| GX0555 DUBLIN RM 2                          23.134 METERS 34041     |
 GX0556| GX3324 DUBLIN RADFORD ARSENAL TANK         APPROX. 3.1 KM 3513226.7 |
 GX0556|---------------------------------------------------------------------|
 GX0556
 GX0556                          SUPERSEDED SURVEY CONTROL
 GX0556
 GX0556  ELLIP H (11/29/99)  626.34   (m)                       GP(       ) 1 1
 GX0556  NAD 83(1993)-  37 04 36.92485(N)    080 40 02.28247(W) AD(       ) 2
 GX0556  NAD 83(1986)-  37 04 36.93070(N)    080 40 02.28341(W) AD(       ) 2
 GX0556  NAD 27      -  37 04 36.48842(N)    080 40 03.05456(W) AD(       ) 2
 GX0556  NAVD 88 (11/29/99)  658.07   (m)         2159.0    (f) LEVELING    3  
 GX0556  NGVD 29 (??/??/92)  658.168  (m)         2159.34   (f) ADJ UNCH    1 2
 GX0556
 GX0556.Superseded values are not recommended for survey control.
 GX0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0556.See file dsdata.txt to determine how the superseded data were derived.
 GX0556
 GX0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2957303457(NAD 83)
 GX0556_MARKER: DS = TRIANGULATION STATION DISK
 GX0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0556_STAMPING: DUBLIN 1958
 GX0556_MARK LOGO: CGS   
 GX0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 GX0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0556+STABILITY: SURFACE MOTION
 GX0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GX0556+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1998
 GX0556
 GX0556  HISTORY     - Date     Condition        Report By
 GX0556  HISTORY     - 1958     MONUMENTED       CGS
 GX0556  HISTORY     - 1959     GOOD             NGS
 GX0556  HISTORY     - 19981130 GOOD             NGS
 GX0556
 GX0556                          STATION DESCRIPTION
 GX0556
 GX0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0556'STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF RADFORD, 7
 GX0556'MILES EAST OF PULASKI, 2 MILES SOUTH-SOUTHEAST OF DUBLIN AND ON
 GX0556'THE PROPERTY OF MR. L.D. JENNINGS.
 GX0556'
 GX0556'STATION, STAMPED DUBLIN 1958, SET ABOUT 1 FOOT BELOW THE ELEVATION
 GX0556'OF THE GROUND.  IT IS 25 FEET NORTHEAST OF A FENCE CORNER POST,
 GX0556'33 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE 662, 23 FEET
 GX0556'NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 17 FEET EAST
 GX0556'OF A C AND GS SIGN.
 GX0556'
 GX0556'R.M. 1, STAMPED DUBLIN NO 1 1958, CEMENTED IN A DRILL HOLE
 GX0556'IN AN OUTCROPPING BEDROCK.  IT IS 32.5 FEET SOUTHWEST OF POWER
 GX0556'POLE 50152, 6 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND
 GX0556'IS ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.
 GX0556'
 GX0556'R.M. 2, STAMPED DUBLIN NO 2 1958, PROJECTS ABOUT 6 INCHES.  IT
 GX0556'IS 16 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE 662, 1 FOOT
 GX0556'EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GX0556'
 GX0556'AZIMUTH MARK, STAMPED DUBLIN 1958, CEMENTED IN A DRILL HOLE
 GX0556'IN THE TOP OF A CONCRETE CULVERT.  IT IS 109 FEET SOUTH OF THE
 GX0556'SOUTH CORNER OF THE HOUSE, 92 FEET SOUTHEAST OF THE EAST CORNER
 GX0556'OF THE HOUSE AND 52 FEET SOUTHWEST OF A FIRE HYDRANT.
 GX0556'
 GX0556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 GX0556'STATE HIGHWAY 100 IN DUBLIN, GO SOUTH ON STATE HIGHWAY 100
 GX0556'FOR 0.65 MILE, TURN LEFT, GO SOUTHEAST ON COUNTY ROUTE 682
 GX0556'FOR 1.0 MILE, TURN RIGHT, GO EAST ON COUNTY ROUTE 611 FOR
 GX0556'0.65 MILE, (AZIMUTH MARK IS ABOUT 100 YARDS TO THE NORTH OF A
 GX0556'STEEP HILL.) TURN RIGHT, GO SOUTH ON COUNTY ROUTE 662 FOR
 GX0556'0.35 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION ON THE LEFT
 GX0556'SIDE OF THE DRIVEWAY.
 GX0556'
 GX0556'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GX0556
 GX0556                          STATION RECOVERY (1959)
 GX0556
 GX0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0556'1.6 MI ENE FROM NEWBERN.
 GX0556'1.2 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0556'AT NEWBERN, THENCE ABOUT 0.4 MILE SOUTH-SOUTHEAST AND UPHILL ALONG
 GX0556'ROAD 662, 51 1/2 FEET SOUTHEAST OF THE TOP OF GRADE, 34 FEET EAST
 GX0556'OF THE CENTER LINE OF ROAD 662, 25 FEET NORTHEAST OF FENCE CORNER,
 GX0556'17.7 FEET EAST OF A WIRE FENCE, 16.2 FEET NORTH OF A WIRE FENCE,
 GX0556'57.6 FEET NORTHWEST OF R M 1, 76 FEET SOUTH-SOUTHEAST OF R M 2,
 GX0556'22 FEET NORTH OF THE CENTER LINE OF DRIVE EAST TO A RED BRICK
 GX0556'HOUSE, 17 FEET EAST OF A STEEL WITNESS POST, AND SET IN TOP OF A
 GX0556'CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 GX0556
 GX0556                          STATION RECOVERY (1998)
 GX0556
 GX0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 GX0556'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) SOUTHWEST OF RADFORD,
 GX0556'11.3 KM (7.00 MI) NORTHEAST OF PULASKI, 3.2 KM (2.00 MI)
 GX0556'SOUTH-SOUTHEAST OF DUBLIN, AND 2.57 KM (1.60 MI) EAST-NORTHEAST OF
 GX0556'NEWBERN, ALONG ROUTE 662 AT A GRAVEL DRIVEWAY WITH MAILBOX MARKED
 GX0556'WOODARD R5 5741 LYONS ROAD.  IN THE NORTHEAST JUNCTION OF THE ROAD AND
 GX0556'THE DRIVEWAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES
 GX0556'611 AND 662 (LYONS RD) ON THE NORTHEAST EDGE OF NEWBERN, GO
 GX0556'NORTHEASTERLY, FOR 1.6 KM (1.00 MI) ON ROUTE 662 TO THE GRAVEL
 GX0556'DRIVEWAY ON THE LEFT AND THE STATION JUST NORTHEAST OF THE JUNCTION.
 GX0556'STATION IS 23.1 M (75.8 FT) WEST OF UTILITY POLE NUMBER 501-52 WITH 1
 GX0556'TRANSFORMER ALONG THE NORTH SIDE OF THE DRIVEWAY, 12.4 M (40.7 FT)
 GX0556'EAST OF THE ROAD 662 CENTER, 7.0 M (23.0 FT) NORTH OF THE DRIVEWAY
 GX0556'CENTER, 5.3 M (17.4 FT) EAST OF A METAL WITNESS POST, AND THE MONUMENT
 GX0556'IS ABOUT 1.0 M (3.3 FT) ABOVE THE ROAD LEVEL AND RECESSED ABOUT 34-CM
 GX0556'BELOW THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0554 ***********************************************************************
 GX0554  DESIGNATION -  DUBLIN AZ MK
 GX0554  PID         -  GX0554
 GX0554  STATE/COUNTY-  VA/PULASKI
 GX0554  USGS QUAD   -  DUBLIN (1965)
 GX0554
 GX0554                         *CURRENT SURVEY CONTROL
 GX0554  ___________________________________________________________________
 GX0554* NAD 83(1986)-  37 04 50.     (N)    080 40 20.     (W)     SCALED    
 GX0554* NAVD 88     -       641.458  (meters)    2104.52   (feet)  ADJUSTED  
 GX0554  ___________________________________________________________________
 GX0554  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 GX0554  DYNAMIC HT  -         640.878 (meters)    2102.61  (feet)  COMP
 GX0554  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 GX0554
 GX0554  VERT ORDER  -  FIRST     CLASS II
 GX0554
 GX0554.The horizontal coordinates were scaled from a topographic map and have
 GX0554.an estimated accuracy of +/- 6 seconds.
 GX0554
 GX0554.The orthometric height was determined by differential leveling
 GX0554.and adjusted by the National Geodetic Survey in June 1991..
 GX0554
 GX0554.The geoid height was determined by GEOID03.
 GX0554
 GX0554.The dynamic height is computed by dividing the NAVD 88
 GX0554.geopotential number by the normal gravity value computed on the
 GX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0554.degrees latitude (g = 980.6199 gals.).
 GX0554
 GX0554.The modeled gravity was interpolated from observed gravity values.
 GX0554
 GX0554;                    North         East    Units  Estimated Accuracy
 GX0554;SPC VA S     - 1,085,140.    3,306,880.      MT  (+/- 180 meters Scaled)
 GX0554
 GX0554                          SUPERSEDED SURVEY CONTROL
 GX0554
 GX0554  NGVD 29 (??/??/92)  641.551  (m)         2104.82   (f) ADJ UNCH    1 2
 GX0554
 GX0554.Superseded values are not recommended for survey control.
 GX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0554.See file dsdata.txt to determine how the superseded data were derived.
 GX0554
 GX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB291038(NAD 83)
 GX0554_MARKER: DZ = AZIMUTH MARK DISK
 GX0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX0554_SP_SET: CULVERT
 GX0554_STAMPING: DUBLIN 1958
 GX0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0554
 GX0554  HISTORY     - Date     Condition        Report By
 GX0554  HISTORY     - 1958     MONUMENTED       CGS
 GX0554  HISTORY     - 1959     GOOD             NGS
 GX0554
 GX0554                          STATION DESCRIPTION
 GX0554
 GX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0554'1.2 MI NE FROM NEWBERN.
 GX0554'1.2 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0554'AT NEWBERN, THENCE ABOUT 0.05 MILE NORTHWEST AND UPHILL, 0.05
 GX0554'MILE WEST OF THE JUNCTION OF BLACK TOP ROAD 611 AND ROAD 662
 GX0554'LEADING SOUTHEAST, AT THE SOUTHEAST END OF STREET WHICH LEADS
 GX0554'BETWEEN ROWS OF TWO-STORY HOUSES, 30 1/2 FEET SOUTHWEST OF THE
 GX0554'SOUTHWEST CURB OF STREET, 62 FEET SOUTH-SOUTHWEST OF AND ACROSS
 GX0554'THE STREET FROM A FIRE HYDRANT, 105 FEET SOUTHEAST OF THE SOUTH
 GX0554'CORNER OF A 2-STORY HOUSE (THE SOUTHEAST HOUSE IN SOUTHWEST ROW
 GX0554'OF HOUSES), IN TOP OF THE CENTER OF THE SOUTH WALL OF RIGHT ANGLE
 GX0554'SHAPED HEAD WALL OF 15-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3323 ***********************************************************************
 GX3323  DESIGNATION -  DUBLIN FINISHING CO WATER TANK
 GX3323  PID         -  GX3323
 GX3323  STATE/COUNTY-  VA/PULASKI
 GX3323  USGS QUAD   -  DUBLIN (1965)
 GX3323
 GX3323                         *CURRENT SURVEY CONTROL
 GX3323  ___________________________________________________________________
 GX3323* NAD 83(1993)-  37 05 20.49691(N)    080 40 52.33036(W)     ADJUSTED  
 GX3323* NAVD 88     -                                                        
 GX3323  ___________________________________________________________________
 GX3323  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 GX3323  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX3323
 GX3323  HORZ ORDER  -  THIRD
 GX3323
 GX3323.The horizontal coordinates were established by classical geodetic methods
 GX3323.and adjusted by the National Geodetic Survey in September 1995..
 GX3323
 GX3323
 GX3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3323
 GX3323.The geoid height was determined by GEOID03.
 GX3323
 GX3323;                    North         East     Units Scale Factor Converg.
 GX3323;SPC VA S     - 1,086,102.641 3,306,099.641   MT  0.99995715   -1 19 25.8
 GX3323;SPC VA S     - 3,563,321.75 10,846,761.91   sFT  0.99995715   -1 19 25.8
 GX3323;UTM  17      - 4,104,796.024   528,332.250   MT  0.99960989   +0 11 32.1
 GX3323
 GX3323                          SUPERSEDED SURVEY CONTROL
 GX3323
 GX3323  NAD 83(1986)-  37 05 20.50259(N)    080 40 52.33098(W) AD(       ) 4
 GX3323  NAD 27      -  37 05 20.05999(N)    080 40 53.09790(W) AD(       ) 3
 GX3323
 GX3323.Superseded values are not recommended for survey control.
 GX3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3323.See file dsdata.txt to determine how the superseded data were derived.
 GX3323
 GX3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2833204796(NAD 83)
 GX3323_MARKER: 53 = ELEVATED TANK
 GX3323
 GX3323  HISTORY     - Date     Condition        Report By
 GX3323  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3323  HISTORY     - 1967     GOOD             CGS
 GX3323  HISTORY     - 1982     GOOD             NGS
 GX3323
 GX3323                          STATION DESCRIPTION
 GX3323
 GX3323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3323'THE STATION IS THE CENTER OF THE TOP OF THE 150 FOOT HIGH
 GX3323'SILVER COLORED STEEL TANK MOUNTED ON FOUR STRUCTURAL STEEL
 GX3323'LEGS.  LOCATED ABOUT ONE MILE SOUTHEAST OF THE TOWN OF DUBLIN.
 GX3323'IT IS NEAR THE CENTER OF THE FACTORY BUILDINGS.
 GX3323
 GX3323                          STATION RECOVERY (1967)
 GX3323
 GX3323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 GX3323'THERE HAVE BEEN NO CHANGES SINCE THE ORIGINAL ESTABLISHMENT
 GX3323'OF THE STATION.  THE ORIGINAL DESCRIPTION IS GOOD.
 GX3323
 GX3323                          STATION RECOVERY (1982)
 GX3323
 GX3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 GX3323'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GX3323'
 GX3323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GX3323'SOUTHEAST OF DUBLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3324 ***********************************************************************
 GX3324  DESIGNATION -  DUBLIN RADFORD ARSENAL TANK
 GX3324  PID         -  GX3324
 GX3324  STATE/COUNTY-  VA/PULASKI
 GX3324  USGS QUAD   -  DUBLIN (1965)
 GX3324
 GX3324                         *CURRENT SURVEY CONTROL
 GX3324  ___________________________________________________________________
 GX3324* NAD 83(1993)-  37 06 15.64283(N)    080 40 20.60652(W)     ADJUSTED  
 GX3324* NAVD 88     -                                                        
 GX3324  ___________________________________________________________________
 GX3324  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GX3324  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GX3324
 GX3324  HORZ ORDER  -  THIRD
 GX3324
 GX3324.The horizontal coordinates were established by classical geodetic methods
 GX3324.and adjusted by the National Geodetic Survey in September 1995..
 GX3324
 GX3324
 GX3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3324
 GX3324.The geoid height was determined by GEOID03.
 GX3324
 GX3324;                    North         East     Units Scale Factor Converg.
 GX3324;SPC VA S     - 1,087,784.071 3,306,921.986   MT  0.99995589   -1 19 06.5
 GX3324;SPC VA S     - 3,568,838.24 10,849,459.88   sFT  0.99995589   -1 19 06.5
 GX3324;UTM  17      - 4,106,498.034   529,109.550   MT  0.99961044   +0 11 51.5
 GX3324
 GX3324                          SUPERSEDED SURVEY CONTROL
 GX3324
 GX3324  NAD 83(1986)-  37 06 15.64846(N)    080 40 20.60737(W) AD(       ) 4
 GX3324  NAD 27      -  37 06 15.20426(N)    080 40 21.37450(W) AD(       ) 3
 GX3324
 GX3324.Superseded values are not recommended for survey control.
 GX3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3324.See file dsdata.txt to determine how the superseded data were derived.
 GX3324
 GX3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB2911006498(NAD 83)
 GX3324_MARKER: 53 = ELEVATED TANK
 GX3324
 GX3324  HISTORY     - Date     Condition        Report By
 GX3324  HISTORY     - 1958     FIRST OBSERVED   CGS
 GX3324  HISTORY     - 1967     GOOD             CGS
 GX3324  HISTORY     - 1978     GOOD             NGS
 GX3324  HISTORY     - 1982     GOOD             NGS
 GX3324
 GX3324                          STATION DESCRIPTION
 GX3324
 GX3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX3324'THE STATION IS THE BALL ATOP THE 150 FOOT HIGH SILVER COLORED
 GX3324'STEEL TANK.  THE TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL
 GX3324'LEGS.  LOCATED ABOUT 1 MILE SOUTHWEST OF THE TOWN OF DUBLIN AND
 GX3324'AT THE NORTH EDGE OF THE FENCED IN GROUNDS OF THE ARSENAL,
 GX3324'NEAR THE SOUTH ENTRANCE.
 GX3324
 GX3324                          STATION RECOVERY (1967)
 GX3324
 GX3324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 GX3324'THERE HAVE BEEN NO CHANGES SINCE THE ORIGINAL ESTABLISHMENT
 GX3324'OF THE STATION.  THE ORIGINAL DESCRIPTION IS GOOD.
 GX3324
 GX3324                          STATION RECOVERY (1978)
 GX3324
 GX3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 GX3324'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 GX3324'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THAT THE TANK
 GX3324'IS NOW PAINTED WITH RED AND WHITE SQUARES AND HAS A LARGE RED
 GX3324'OBSTRUCTION LIGHT ATOP THE FINAL.
 GX3324'
 GX3324'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--0.8 MILE EAST
 GX3324'OF DUBLIN.
 GX3324
 GX3324                          STATION RECOVERY (1982)
 GX3324
 GX3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 GX3324'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 GX3324'EXCEPTION THAT THE WATER TANK IS NOW PAINTED IN A RED AND WHITE
 GX3324'CHECKERED PATTERN.
 GX3324'
 GX3324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 GX3324'SOUTHWEST OF DUBLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0557 ***********************************************************************
 GX0557  DESIGNATION -  DUBLIN RM 1
 GX0557  PID         -  GX0557
 GX0557  STATE/COUNTY-  VA/PULASKI
 GX0557  USGS QUAD   -  DUBLIN (1965)
 GX0557
 GX0557                         *CURRENT SURVEY CONTROL
 GX0557  ___________________________________________________________________
 GX0557* NAD 83(1986)-  37 04 36.     (N)    080 40 02.     (W)     SCALED    
 GX0557* NAVD 88     -       658.768  (meters)    2161.31   (feet)  ADJUSTED  
 GX0557  ___________________________________________________________________
 GX0557  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0557  DYNAMIC HT  -         658.174 (meters)    2159.36  (feet)  COMP
 GX0557  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GX0557
 GX0557  VERT ORDER  -  FIRST     CLASS II
 GX0557
 GX0557.The horizontal coordinates were scaled from a topographic map and have
 GX0557.an estimated accuracy of +/- 6 seconds.
 GX0557
 GX0557.The orthometric height was determined by differential leveling
 GX0557.and adjusted by the National Geodetic Survey in June 1991..
 GX0557
 GX0557.The geoid height was determined by GEOID03.
 GX0557
 GX0557.The dynamic height is computed by dividing the NAVD 88
 GX0557.geopotential number by the normal gravity value computed on the
 GX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0557.degrees latitude (g = 980.6199 gals.).
 GX0557
 GX0557.The modeled gravity was interpolated from observed gravity values.
 GX0557
 GX0557;                    North         East    Units  Estimated Accuracy
 GX0557;SPC VA S     - 1,084,700.    3,307,310.      MT  (+/- 180 meters Scaled)
 GX0557
 GX0557                          SUPERSEDED SURVEY CONTROL
 GX0557
 GX0557  NGVD 29 (??/??/92)  658.863  (m)         2161.62   (f) ADJ UNCH    1 2
 GX0557
 GX0557.Superseded values are not recommended for survey control.
 GX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0557.See file dsdata.txt to determine how the superseded data were derived.
 GX0557
 GX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB295034(NAD 83)
 GX0557_MARKER: DR = REFERENCE MARK DISK
 GX0557_SETTING: 66 = SET IN ROCK OUTCROP
 GX0557_SP_SET: ROCK OUTCROP
 GX0557_STAMPING: DUBLIN NO 1 1958
 GX0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0557+STABILITY: POSITION/ELEVATION WELL
 GX0557
 GX0557  HISTORY     - Date     Condition        Report By
 GX0557  HISTORY     - 1958     MONUMENTED       CGS
 GX0557  HISTORY     - 1959     GOOD             NGS
 GX0557
 GX0557                          STATION DESCRIPTION
 GX0557
 GX0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0557'1.6 MI ENE FROM NEWBERN.
 GX0557'57.6 FEET SOUTHEAST OF DUBLIN DESCRIBED, 89 FEET EAST OF THE
 GX0557'CENTER LINE OF ROAD NO. 662, 5 1/2 FEET SOUTH OF THE CENTER LINE
 GX0557'OF DRIVE LEADING EAST TO A RED BRICK FARMHOUSE, 32 1/2 FEET
 GX0557'SOUTHWEST OF POWER LINE POLE 50 1-52 6, 119.6 FEET SOUTHEAST OF
 GX0557'R M 2, AND SET IN TOP OF A NARROW ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0555 ***********************************************************************
 GX0555  DESIGNATION -  DUBLIN RM 2
 GX0555  PID         -  GX0555
 GX0555  STATE/COUNTY-  VA/PULASKI
 GX0555  USGS QUAD   -  DUBLIN (1965)
 GX0555
 GX0555                         *CURRENT SURVEY CONTROL
 GX0555  ___________________________________________________________________
 GX0555* NAD 83(1986)-  37 04 36.     (N)    080 40 02.     (W)     SCALED    
 GX0555* NAVD 88     -       657.985  (meters)    2158.74   (feet)  ADJUSTED  
 GX0555  ___________________________________________________________________
 GX0555  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GX0555  DYNAMIC HT  -         657.392 (meters)    2156.79  (feet)  COMP
 GX0555  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 GX0555
 GX0555  VERT ORDER  -  FIRST     CLASS II
 GX0555
 GX0555.The horizontal coordinates were scaled from a topographic map and have
 GX0555.an estimated accuracy of +/- 6 seconds.
 GX0555
 GX0555.The orthometric height was determined by differential leveling
 GX0555.and adjusted by the National Geodetic Survey in June 1991..
 GX0555
 GX0555.The geoid height was determined by GEOID03.
 GX0555
 GX0555.The dynamic height is computed by dividing the NAVD 88
 GX0555.geopotential number by the normal gravity value computed on the
 GX0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0555.degrees latitude (g = 980.6199 gals.).
 GX0555
 GX0555.The modeled gravity was interpolated from observed gravity values.
 GX0555
 GX0555;                    North         East    Units  Estimated Accuracy
 GX0555;SPC VA S     - 1,084,700.    3,307,310.      MT  (+/- 180 meters Scaled)
 GX0555
 GX0555                          SUPERSEDED SURVEY CONTROL
 GX0555
 GX0555  NGVD 29 (??/??/92)  658.080  (m)         2159.05   (f) ADJ UNCH    1 2
 GX0555
 GX0555.Superseded values are not recommended for survey control.
 GX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0555.See file dsdata.txt to determine how the superseded data were derived.
 GX0555
 GX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB295034(NAD 83)
 GX0555_MARKER: DR = REFERENCE MARK DISK
 GX0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0555_STAMPING: DUBLIN NO 2 1958
 GX0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0555+STABILITY: SURFACE MOTION
 GX0555
 GX0555  HISTORY     - Date     Condition        Report By
 GX0555  HISTORY     - 1958     MONUMENTED       CGS
 GX0555  HISTORY     - 1959     GOOD             NGS
 GX0555
 GX0555                          STATION DESCRIPTION
 GX0555
 GX0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0555'1.6 MI ENE FROM NEWBERN.
 GX0555'76 FEET NORTH-NORTHWEST OF DUBLIN DESCRIBED, 39 1/2 FEET NORTHEAST
 GX0555'OF THE TOP OF GRADE, 16 FEET EAST OF THE CENTER LINE OF ROAD 662,
 GX0555'1 FOOT EAST OF A WIRE FENCE, 91 1/2 FEET NORTH OF A FENCE CORNER,
 GX0555'99 FEET NORTH OF THE CENTER LINE OF DRIVE TO A RED BRICK DWELLING,
 GX0555'119.6 FEET NORTHWEST OF R M 1, ABOUT 1 FOOT ABOVE THE LEVEL OF
 GX0555'ROAD 662, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5519 ***********************************************************************
 HV5519  DESIGNATION -  DUCK
 HV5519  PID         -  HV5519
 HV5519  STATE/COUNTY-  VA/LOUISA
 HV5519  USGS QUAD   -  MINERAL (1981)
 HV5519
 HV5519                         *CURRENT SURVEY CONTROL
 HV5519  ___________________________________________________________________
 HV5519* NAD 83(1993)-  38 05 26.19422(N)    077 57 02.49715(W)     ADJUSTED  
 HV5519* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 HV5519  ___________________________________________________________________
 HV5519  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HV5519  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV5519
 HV5519  HORZ ORDER  -  SECOND
 HV5519
 HV5519.The horizontal coordinates were established by classical geodetic methods
 HV5519.and adjusted by the National Geodetic Survey in November 1994..
 HV5519
 HV5519.The orthometric height was scaled from a topographic map.
 HV5519
 HV5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5519
 HV5519.The geoid height was determined by GEOID03.
 HV5519
 HV5519;                    North         East     Units Scale Factor Converg.
 HV5519;SPC VA S     - 1,195,163.257 3,548,188.436   MT  1.00002497   +0 20 00.2
 HV5519;SPC VA S     - 3,921,131.45 11,641,014.89   sFT  1.00002497   +0 20 00.2
 HV5519;UTM  18      - 4,219,981.085   241,228.478   MT  1.00042480   -1 49 16.7
 HV5519;UTM  17      - 4,220,260.751   767,421.646   MT  1.00048087   +1 52 56.1
 HV5519
 HV5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5519!SPC VA S     -   0.99998707  x   1.00002497  =   1.00001204
 HV5519!UTM  18      -   0.99998707  x   1.00042480  =   1.00041186
 HV5519!UTM  17      -   0.99998707  x   1.00048087  =   1.00046793
 HV5519
 HV5519|---------------------------------------------------------------------|
 HV5519| PID    Reference Object                     Distance      Geod. Az  |
 HV5519|                                                           dddmmss.s |
 HV5519| DC6213 DUCK RM 2                            34.701 METERS 02241     |
 HV5519| DC6212 DUCK RM 1                            30.198 METERS 24209     |
 HV5519| DC6211 DUCK AZ MK                                         3264139.5 |
 HV5519|---------------------------------------------------------------------|
 HV5519
 HV5519                          SUPERSEDED SURVEY CONTROL
 HV5519
 HV5519  NAD 83(1986)-  38 05 26.19904(N)    077 57 02.51022(W) AD(       ) 2
 HV5519  NAD 27      -  38 05 25.70300(N)    077 57 03.52000(W) AD(       ) 2
 HV5519
 HV5519.Superseded values are not recommended for survey control.
 HV5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5519.See file dsdata.txt to determine how the superseded data were derived.
 HV5519
 HV5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4122819981(NAD 83)
 HV5519_MARKER: DS = TRIANGULATION STATION DISK
 HV5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5519
 HV5519  HISTORY     - Date     Condition        Report By
 HV5519  HISTORY     - 1942     MONUMENTED       CGS
 HV5519  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV5519  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV5519  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV5519
 HV5519                          STATION DESCRIPTION
 HV5519
 HV5519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5519'STATION IS ABOUT 5.5 MILES NNE OF LOUISA, AND 8 MILES NW OF
 HV5519'MINERAL, ON PROPERTY OWNED BY B.M. DANIELS.  IT IS 21 FEET
 HV5519'S OF A TRIANGULAR BLAZED 12-INCH CEDAR TREE, 31 FEET SSE OF THE
 HV5519'CENTER OF COUNTY ROAD 628, AND 57 FEET SE OF THE WATKINS TURNER
 HV5519'MAIL BOX.  DISK IS STAMPED DUCK 1942, AND PROJECTS 4 INCHES.
 HV5519'
 HV5519'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5519'DISKS SET IN CONCRETE.
 HV5519'
 HV5519'REFERENCE MARK NO. 1 IS W OF THE STATION, 30 FEET W OF THE WATKINS
 HV5519'TURNER MAIL BOX, AND 2 FEET E OF THE FENCE LINE.  IT IS STAMPED
 HV5519'DUCK NO. 1 1942, AND PROJECTS 5 INCHES.
 HV5519'
 HV5519'REFERENCE MARK NO. 2 IS N OF THE STATION, 40 FEET E OF THE CENTER
 HV5519'OF COUNTY ROAD 628, AND 41 FEET SW OF TELEPHONE POLE NO. 209.
 HV5519'IT IS STAMPED DUCK NO. 2 1942, AND PROJECTS 5 INCHES.
 HV5519'
 HV5519'AZIMUTH MARK IS 0.3 MILE NW OF THE STATION, ON PROPERTY OWNED AND
 HV5519'OCCUPIED BY WATKINS TURNER.  IT IS 25 FEET W OF THE CENTER OF
 HV5519'COUNTY ROAD 613, AND 5 FEET S OF A SMALL TELEPHONE POLE, AND ABOUT
 HV5519'10 FEET HIGHER IN ELEVATION THAN THE ROAD.  THE DISK IS STAMPED
 HV5519'DUCK 1942, AND PROJECTS 4 INCHES.  TO REACH THE AZIMUTH MARK FROM
 HV5519'STATION, GO NE ON DIRT ROAD FOR 0.05 MILE, TURN LEFT AND GO
 HV5519'N FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HV5519'
 HV5519'TO REACH THE STATION FROM THE RAILROAD STATION IN MINERAL,
 HV5519'GO E ON STATE HIGHWAY 522 FOR 0.05 MILE, TURN LEFT AND CONTINUE
 HV5519'N ON STATE HIGHWAY 522 FOR 5.5 MILES TO A SIDE ROAD LEFT (JUST
 HV5519'BEFORE REACHING A SINCLAIR SERVICE STATION), TURN LEFT AND GO N
 HV5519'ON COUNTY ROAD 613 FOR 2.85 MILES TO A FORKS AT B.L. DICKINSONS
 HV5519'STORE, BEAR RIGHT AND GO 1.7 MILES TO A SIDE ROAD LEFT.  (COUNTY
 HV5519'ROAD 628), TURN LEFT AND GO 0.05 MILE TO THE TOP OF THE GRADE
 HV5519'AND A 12-INCH TRIANGULAR BLAZED CEDAR TREE ON THE LEFT, AND
 HV5519'STATION AS DESCRIBED.
 HV5519'
 HV5519'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 HV5519
 HV5519                          STATION RECOVERY (1965)
 HV5519
 HV5519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 HV5519'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW HOME HAS
 HV5519'BEEN CONSTRUCTED NEAR THE STATION SITE AND THE HIGHWAY HAS BEEN
 HV5519'IMPROVED.  FROM THE PROPERTY OWNER IT WAS LEARNED THAT A CUT
 HV5519'OF ABOUT FIVE FEET WAS MADE IN THE VICINITY OF THE STATION MARK
 HV5519'AND THE REFERENCE MARKS.  ONE MARK WITH THE DISK REMOVED WAS
 HV5519'FOUND LYING ON TOP OF THE GROUND AND THE AZIMUTH MARK WITH DISK
 HV5519'REMOVED WAS FOUND IN THE DITCH ALONG THE ROAD PROBABLY THE
 HV5519'RESULT OF EROSION OF THE ROAD BANK.
 HV5519
 HV5519                          STATION RECOVERY (1998)
 HV5519
 HV5519'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5519'MARK NOT FOUND.
 HV5519
 HV5519                          STATION RECOVERY (2002)
 HV5519
 HV5519'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV5519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1241 ***********************************************************************
 FW1241  DESIGNATION -  DUCK
 FW1241  PID         -  FW1241
 FW1241  STATE/COUNTY-  VA/ACCOMACK
 FW1241  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1241
 FW1241                         *CURRENT SURVEY CONTROL
 FW1241  ___________________________________________________________________
 FW1241* NAD 83(1993)-  37 41 34.84351(N)    075 50 59.56432(W)     ADJUSTED  
 FW1241* NAVD 88     -                                                        
 FW1241  ___________________________________________________________________
 FW1241  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FW1241  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 FW1241
 FW1241  HORZ ORDER  -  THIRD
 FW1241
 FW1241.The horizontal coordinates were established by classical geodetic methods
 FW1241.and adjusted by the National Geodetic Survey in November 1994..
 FW1241
 FW1241
 FW1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1241
 FW1241.The geoid height was determined by GEOID03.
 FW1241
 FW1241;                    North         East     Units Scale Factor Converg.
 FW1241;SPC VA S     - 1,154,172.815 3,733,693.919   MT  0.99996150   +1 36 30.3
 FW1241;SPC VA S     - 3,786,648.64 12,249,627.47   sFT  0.99996150   +1 36 30.3
 FW1241;UTM  18      - 4,172,094.755   425,072.220   MT  0.99966915   -0 31 10.8
 FW1241
 FW1241                          SUPERSEDED SURVEY CONTROL
 FW1241
 FW1241  NAD 83(1993)-  37 41 34.84442(N)    075 50 59.57876(W) AD(       ) 4
 FW1241  NAD 83(1986)-  37 41 34.84380(N)    075 50 59.59447(W) AD(       ) 4
 FW1241  NAD 27      -  37 41 34.35900(N)    075 51 00.88800(W) AD(       ) 3
 FW1241
 FW1241.Superseded values are not recommended for survey control.
 FW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1241.See file dsdata.txt to determine how the superseded data were derived.
 FW1241
 FW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2507272095(NAD 83)
 FW1241
 FW1241  HISTORY     - Date     Condition        Report By
 FW1241  HISTORY     - UNK      MONUMENTED
 FW1241  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1241
 FW1241                          STATION DESCRIPTION
 FW1241
 FW1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (MEW)
 FW1241'THIS UNDESCRIBED AND PROBABLY UNMARKED INTERSECTION STATION
 FW1241'COULD NOT BE FOUND.  DUE TO HEAVY EROSION IN THE AREA, THE STATION
 FW1241'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY3021 ***********************************************************************
 FY3021  DESIGNATION -  DUFFER
 FY3021  PID         -  FY3021
 FY3021  STATE/COUNTY-  VA/CHARLOTTE
 FY3021  USGS QUAD   -  CLOVER (1988)
 FY3021
 FY3021                         *CURRENT SURVEY CONTROL
 FY3021  ___________________________________________________________________
 FY3021* NAD 83(1993)-  36 51 06.52678(N)    078 38 15.61609(W)     ADJUSTED  
 FY3021* NAVD 88     -       135.6    (meters)     445.     (feet)  VERTCON   
 FY3021  ___________________________________________________________________
 FY3021  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FY3021  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY3021
 FY3021  HORZ ORDER  -  SECOND
 FY3021
 FY3021.The horizontal coordinates were established by classical geodetic methods
 FY3021.and adjusted by the National Geodetic Survey in September 1995..
 FY3021
 FY3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3021
 FY3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3021
 FY3021.The geoid height was determined by GEOID03.
 FY3021
 FY3021;                    North         East     Units Scale Factor Converg.
 FY3021;SPC VA S     - 1,057,546.927 3,487,722.103   MT  0.99998564   -0 05 00.8
 FY3021;SPC VA S     - 3,469,635.21 11,442,634.93   sFT  0.99998564   -0 05 00.8
 FY3021;UTM  17      - 4,081,038.583   710,614.823   MT  1.00014651   +1 25 02.4
 FY3021
 FY3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3021!SPC VA S     -   0.99998362  x   0.99998564  =   0.99996926
 FY3021!UTM  17      -   0.99998362  x   1.00014651  =   1.00013013
 FY3021
 FY3021|---------------------------------------------------------------------|
 FY3021| PID    Reference Object                     Distance      Geod. Az  |
 FY3021|                                                           dddmmss.s |
 FY3021| DC5301 DUFFER RM 1                          16.878 METERS 03433     |
 FY3021| DC5300 DUFFER AZ MK                                       1903236.8 |
 FY3021|---------------------------------------------------------------------|
 FY3021
 FY3021                          SUPERSEDED SURVEY CONTROL
 FY3021
 FY3021  NAD 83(1986)-  36 51 06.52914(N)    078 38 15.62353(W) AD(       ) 2
 FY3021  NAD 27      -  36 51 06.01947(N)    078 38 16.62020(W) AD(       ) 2
 FY3021  NGVD 29 (07/19/86)  135.9    (m)          446.     (f) VERT ANG       
 FY3021
 FY3021.Superseded values are not recommended for survey control.
 FY3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3021.See file dsdata.txt to determine how the superseded data were derived.
 FY3021
 FY3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1061581039(NAD 83)
 FY3021_MARKER: DE = TRAVERSE STATION DISK
 FY3021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY3021
 FY3021  HISTORY     - Date     Condition        Report By
 FY3021  HISTORY     - 1965     MONUMENTED       CGS
 FY3021  HISTORY     - 20010317 GOOD             USPSQD
 FY3021
 FY3021                          STATION DESCRIPTION
 FY3021
 FY3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY3021'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES NORTHEAST OF
 FY3021'CLOVER AND 3 MILES SOUTHWEST OF WYLLIESBURG.  IT IS ON A
 FY3021'WOODED RIDGE OWNED BY MR. S.R. DUFFER.
 FY3021'
 FY3021'TO REACH THE STATION FROM THE WYLLIESBURG SCHOOL IN WYLLIESBURG,
 FY3021'GO SOUTH ON U.S. HIGHWAY 360 FOR 0.1 MILE TO THE JUNCTION OF
 FY3021'COUNTY ROUTE 607, TURN RIGHT ON COUNTY ROUTE 607 AND GO 3.0
 FY3021'MILE TO THE JUNCTION OF COUNTY ROUTE 608, TURN LEFT ON COUNTY
 FY3021'ROUTE 608 AND GO 0.5 MILE TO A DRIVEWAY ON THE LEFT JUST
 FY3021'BEFORE REACHING AN UNPAINTED FRAME HOUSE, TURN LEFT AND GO
 FY3021'0.2 MILE ON WINDING TRACK ROAD THROUGH FIELD TO EDGE OF
 FY3021'WOODS AND ETT., PACK EASTERLY UP SMALL HILL FOR APPROXIMATELY
 FY3021'0.1 MILE TO THE EAST END OF HILL AND STATION.  (10 MINUTE
 FY3021'PACK)
 FY3021'
 FY3021'THE STATION MARK IS 18.3 FEET SOUTHWEST OF A TRIANGLE BLAZED
 FY3021'OAK TREE AND 3.8 FEET NORTH OF A METAL WITNESS POST.  IT
 FY3021'IS A STANDARD TRAVERSE DISK STAMPED DUFFER 1965 BRAZED TO
 FY3021'THE TOP OF A 3 INCH GALVANIZED PIPE PROJECTING 2 INCHES.
 FY3021'
 FY3021'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF A TRIANGLE
 FY3021'BLAZED OAK TREE, 58.4 FEET NORTHEAST OF A METAL WITNESS POST
 FY3021'AND 7 FEET NORTH OF A 18 INCH OAK TREE.  IT IS A STANDARD
 FY3021'DISK STAMPED DUFFER NO 1 1965 SET IN A DRILL HOLE IN A 2 X 2
 FY3021'FEET BOLDER WHICH PROJECTS 9 INCHES.
 FY3021'
 FY3021'THE AZIMUTH MARK IS 47 FEET EAST OF A TRACK ROAD, 1.7 FEET
 FY3021'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 FY3021'WIRE FENCE.  IT IS A STANDARD DISK STAMPED DUFFER 1965 SET
 FY3021'IN A FLUSH SQUARE CONCRETE MONUMENT.
 FY3021'
 FY3021'TO REACH THE AZIMUTH MARK FROM ETT CONTINUE SOUTHERLY ON TRACK
 FY3021'ROAD FOR 0.1 MILE TO A FORK, KEEP LEFT FORK PASSING BETWEEN
 FY3021'TWO TOBACCO BARNS FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FY3021'LEFT.
 FY3021'
 FY3021'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 FY3021
 FY3021                          STATION RECOVERY (2001)
 FY3021
 FY3021'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY3021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1226 ***********************************************************************
 GA1226  DESIGNATION -  DUFFIELD
 GA1226  PID         -  GA1226
 GA1226  STATE/COUNTY-  VA/SCOTT
 GA1226  USGS QUAD   -  DUFFIELD (1984)
 GA1226
 GA1226                         *CURRENT SURVEY CONTROL
 GA1226  ___________________________________________________________________
 GA1226* NAD 83(1993)-  36 42 48.21265(N)    082 48 17.68455(W)     ADJUSTED  
 GA1226* NAVD 88     -       453.358  (meters)    1487.39   (feet)  ADJUSTED  
 GA1226  ___________________________________________________________________
 GA1226  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GA1226  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1226  DYNAMIC HT  -         452.958 (meters)    1486.08  (feet)  COMP
 GA1226  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GA1226
 GA1226  HORZ ORDER  -  SECOND
 GA1226  VERT ORDER  -  SECOND    CLASS 0
 GA1226
 GA1226.The horizontal coordinates were established by classical geodetic methods
 GA1226.and adjusted by the National Geodetic Survey in December 1995..
 GA1226
 GA1226.The orthometric height was determined by differential leveling
 GA1226.and adjusted by the National Geodetic Survey in June 1991..
 GA1226
 GA1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA1226
 GA1226.The geoid height was determined by GEOID03.
 GA1226
 GA1226.The dynamic height is computed by dividing the NAVD 88
 GA1226.geopotential number by the normal gravity value computed on the
 GA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1226.degrees latitude (g = 980.6199 gals.).
 GA1226
 GA1226.The modeled gravity was interpolated from observed gravity values.
 GA1226
 GA1226;                    North         East     Units Scale Factor Converg.
 GA1226;SPC VA S     - 1,050,945.149 3,115,508.544   MT  1.00001010   -2 36 45.9
 GA1226;SPC VA S     - 3,447,975.88 10,221,464.28   sFT  1.00001010   -2 36 45.9
 GA1226;UTM  17      - 4,064,597.005   338,797.575   MT  0.99992015   -1 04 45.2
 GA1226
 GA1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA1226!SPC VA S     -   0.99993371  x   1.00001010  =   0.99994381
 GA1226!UTM  17      -   0.99993371  x   0.99992015  =   0.99985387
 GA1226
 GA1226:                Primary Azimuth Mark                     Grid Az
 GA1226:SPC VA S     -  DUFFIELD AZ MK                           100 57 59.7
 GA1226:UTM  17      -  DUFFIELD AZ MK                           099 25 59.0
 GA1226
 GA1226|---------------------------------------------------------------------|
 GA1226| PID    Reference Object                     Distance      Geod. Az  |
 GA1226|                                                           dddmmss.s |
 GA1226| GA1225 DUFFIELD AZ MK                                     0982113.8 |
 GA1226| GA1227 DUFFIELD RM 1                         9.698 METERS 21736     |
 GA1226|---------------------------------------------------------------------|
 GA1226
 GA1226                          SUPERSEDED SURVEY CONTROL
 GA1226
 GA1226  NAD 83(1993)-  36 42 48.21571(N)    082 48 17.69006(W) AD(       ) 2
 GA1226  NAD 83(1986)-  36 42 48.21874(N)    082 48 17.69099(W) AD(       ) 2
 GA1226  NAD 27      -  36 42 47.86812(N)    082 48 18.11000(W) AD(       ) 2
 GA1226  NGVD 29 (??/??/92)  453.492  (m)         1487.83   (f) ADJ UNCH    2 0
 GA1226
 GA1226.Superseded values are not recommended for survey control.
 GA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1226.See file dsdata.txt to determine how the superseded data were derived.
 GA1226
 GA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA3879864597(NAD 83)
 GA1226_MARKER: DE = TRAVERSE STATION DISK
 GA1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1226_STAMPING: DUFFIELD 1964
 GA1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1226+STABILITY: SURFACE MOTION
 GA1226
 GA1226  HISTORY     - Date     Condition        Report By
 GA1226  HISTORY     - 1964     MONUMENTED       CGS
 GA1226  HISTORY     - 1964     GOOD             CGS
 GA1226
 GA1226                          STATION DESCRIPTION
 GA1226
 GA1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA1226'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF DUFFIELD, 0.4
 GA1226'MILE NORTH OF THE DUFFIELD AND PATTONSVILLE SCHOOL AND ON THE
 GA1226'PROPERTY OF MRS. THOMAS GREGORY.
 GA1226'
 GA1226'TO REACH THE STATION FROM THE POST OFFICE IN DUFFIELD, GO SOUTH
 GA1226'ON U.S. HIGHWAY 23 FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY
 GA1226'58 AND THE AZIMUTH MARK ON THE RIGHT, TURN RIGHT ON U.S. HIGHWAY
 GA1226'58 AND GO 0.5 MILE TO A DRIVEWAY ON THE RIGHT, JUST AFTER PASSING
 GA1226'THE DUFFIELD AND PATTONSVILLE SCHOOL ON THE LEFT, TURN RIGHT
 GA1226'ON THE DRIVEWAY TO MRS. GREGORYS HOUSE, PASS TO THE LEFT OF
 GA1226'THE HOUSE AND GO EAST FOR ABOUT 200 FEET TO A METAL GATE, PASS
 GA1226'THROUGH GATE AND TURN LEFT UP THE HILL FOR 0.25 MILE TO THE
 GA1226'STATION.
 GA1226'
 GA1226'THE STATION MARK IS 32.0 FEET NORTHWEST OF A 24-INCH PINE TREE
 GA1226'AND 23.0 FEET NORTH OF A 36-INCH OAK TREE WITH A TRIANGULAR
 GA1226'BLAZE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP
 GA1226'OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED
 GA1226'DUFFIELD 1964.
 GA1226'
 GA1226'REFERENCE MARK NO. 1 IS 53.0 FEET EAST OF A WIRE FENCE AND 19.0
 GA1226'FEET EAST OF A 36-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 GA1226'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GA1226'POST SET FLUSH WITH THE GROUND AND STAMPED DUFFIELD NO 1 1964.
 GA1226'
 GA1226'THE AZIMUTH MARK IS 86.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 GA1226'HIGHWAY 23, 43.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 58
 GA1226'AND 33.0 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 GA1226'ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 GA1226'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED DUFFIELD
 GA1226'1964.
 GA1226'
 GA1226'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GA1226
 GA1226                          STATION RECOVERY (1964)
 GA1226
 GA1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GA1226'0.5 MI W FROM DUFFIELD.
 GA1226'FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 58 IN DUFFIELD GO
 GA1226'NORTHWEST ON U.S. HIGHWAY 58 0.5 MILE THENCE NORTH UP A DRIVEWAY
 GA1226'PAST A FARM HOUSE OWNED BY MRS GREGORY FOR 0.3 MILE TO THE TOP
 GA1226'OF THE HILL TO THE MARK SET IN THE TOP OF A CONCRETE POST FLUSH,
 GA1226'32 FEET NORTHWEST OF A 24 INCH PINE TREE, 23 FEET NORTH OF A 36
 GA1226'INCH OAK TREE, WITH A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1225 ***********************************************************************
 GA1225  DESIGNATION -  DUFFIELD AZ MK
 GA1225  PID         -  GA1225
 GA1225  STATE/COUNTY-  VA/SCOTT
 GA1225  USGS QUAD   -  DUFFIELD (1984)
 GA1225
 GA1225                         *CURRENT SURVEY CONTROL
 GA1225  ___________________________________________________________________
 GA1225* NAD 83(1986)-  36 42 43.     (N)    082 47 29.     (W)     SCALED    
 GA1225* NAVD 88     -       414.564  (meters)    1360.12   (feet)  ADJUSTED  
 GA1225  ___________________________________________________________________
 GA1225  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GA1225  DYNAMIC HT  -         414.198 (meters)    1358.91  (feet)  COMP
 GA1225  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 GA1225
 GA1225  VERT ORDER  -  FIRST     CLASS I
 GA1225
 GA1225.The horizontal coordinates were scaled from a topographic map and have
 GA1225.an estimated accuracy of +/- 6 seconds.
 GA1225
 GA1225.The orthometric height was determined by differential leveling
 GA1225.and adjusted by the National Geodetic Survey in June 1991..
 GA1225
 GA1225.The geoid height was determined by GEOID03.
 GA1225
 GA1225.The dynamic height is computed by dividing the NAVD 88
 GA1225.geopotential number by the normal gravity value computed on the
 GA1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1225.degrees latitude (g = 980.6199 gals.).
 GA1225
 GA1225.The modeled gravity was interpolated from observed gravity values.
 GA1225
 GA1225;                    North         East    Units  Estimated Accuracy
 GA1225;SPC VA S     - 1,050,730.    3,116,710.      MT  (+/- 180 meters Scaled)
 GA1225
 GA1225                          SUPERSEDED SURVEY CONTROL
 GA1225
 GA1225  NGVD 29 (??/??/92)  414.710  (m)         1360.59   (f) ADJ UNCH    1 1
 GA1225
 GA1225.Superseded values are not recommended for survey control.
 GA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1225.See file dsdata.txt to determine how the superseded data were derived.
 GA1225
 GA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA400644(NAD 83)
 GA1225_MARKER: DZ = AZIMUTH MARK DISK
 GA1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1225_STAMPING: DUFFIELD 1964
 GA1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1225+STABILITY: SURFACE MOTION
 GA1225
 GA1225  HISTORY     - Date     Condition        Report By
 GA1225  HISTORY     - 1964     MONUMENTED       CGS
 GA1225  HISTORY     - 1967     GOOD             NGS
 GA1225
 GA1225                          STATION DESCRIPTION
 GA1225
 GA1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1225'0.6 MI SE FROM DUFFIELD.
 GA1225'ABOUT 0.55 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1225'RAILROAD FROM THE STATION AT DUFFIELD, THENCE 100 YARDS SOUTH
 GA1225'ALONG A DIRT ROAD, AT THE INTERSECTION OF U.S. HIGHWAYS 23, 58
 GA1225'AND 421, 268 FEET NORTHEAST AND ACROSS NEW U.S. HIGHWAY 23 FROM
 GA1225'THE EAST CORNER OF THE SCOTT COUNTY TELEPHONE COMPANY BUILDING, 83
 GA1225'FEET SOUTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 23, 74 FEET
 GA1225'NORTHEAST OF THE CENTERLINE OF NEW U.S. HIGHWAY 23, 45 FEET
 GA1225'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 58 AND 421, 93 FEET
 GA1225'SOUTH OF A 36-INCH OAK TREE, 44 FEET NORTHWEST OF THE CROSSING
 GA1225'OF THE HIGHWAYS AND A POWER LINE, 0.8 FOOT NORTHEAST OF A METAL
 GA1225'WITNESS POST, ABOUT LEVEL WITH U.S. HIGHWAYS 58 AND 421, AND SET
 GA1225'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1227 ***********************************************************************
 GA1227  DESIGNATION -  DUFFIELD RM 1
 GA1227  PID         -  GA1227
 GA1227  STATE/COUNTY-  VA/SCOTT
 GA1227  USGS QUAD   -  DUFFIELD (1984)
 GA1227
 GA1227                         *CURRENT SURVEY CONTROL
 GA1227  ___________________________________________________________________
 GA1227* NAD 83(1986)-  36 42 47.     (N)    082 48 18.     (W)     SCALED    
 GA1227* NAVD 88     -       453.219  (meters)    1486.94   (feet)  ADJUSTED  
 GA1227  ___________________________________________________________________
 GA1227  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 GA1227  DYNAMIC HT  -         452.819 (meters)    1485.62  (feet)  COMP
 GA1227  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 GA1227
 GA1227  VERT ORDER  -  SECOND    CLASS 0
 GA1227
 GA1227.The horizontal coordinates were scaled from a topographic map and have
 GA1227.an estimated accuracy of +/- 6 seconds.
 GA1227
 GA1227.The orthometric height was determined by differential leveling
 GA1227.and adjusted by the National Geodetic Survey in June 1991..
 GA1227
 GA1227.The geoid height was determined by GEOID03.
 GA1227
 GA1227.The dynamic height is computed by dividing the NAVD 88
 GA1227.geopotential number by the normal gravity value computed on the
 GA1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1227.degrees latitude (g = 980.6199 gals.).
 GA1227
 GA1227.The modeled gravity was interpolated from observed gravity values.
 GA1227
 GA1227;                    North         East    Units  Estimated Accuracy
 GA1227;SPC VA S     - 1,050,910.    3,115,500.      MT  (+/- 180 meters Scaled)
 GA1227
 GA1227                          SUPERSEDED SURVEY CONTROL
 GA1227
 GA1227  NGVD 29 (??/??/92)  453.352  (m)         1487.37   (f) ADJ UNCH    2 0
 GA1227
 GA1227.Superseded values are not recommended for survey control.
 GA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1227.See file dsdata.txt to determine how the superseded data were derived.
 GA1227
 GA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA387645(NAD 83)
 GA1227_MARKER: DR = REFERENCE MARK DISK
 GA1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1227_STAMPING: DUFFIELD NO 1 1964
 GA1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1227+STABILITY: SURFACE MOTION
 GA1227
 GA1227  HISTORY     - Date     Condition        Report By
 GA1227  HISTORY     - 1964     MONUMENTED       CGS
 GA1227
 GA1227                          STATION DESCRIPTION
 GA1227
 GA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GA1227'0.5 MI W FROM DUFFIELD.
 GA1227'AT THE DUFFIELD STATION SITE-- 31.82 FEET SOUTHWEST OF THE STATION,
 GA1227'53 FEET EAST OF A WIRE FENCE, 19 FEET EAST OF A 36 INCH OAK TREE,
 GA1227'WITH A TRIANGULAR BLAZE, AND SET IN THE TOP OF A CONCRETE POST
 GA1227'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4775 ***********************************************************************
 HV4775  DESIGNATION -  DUKE
 HV4775  PID         -  HV4775
 HV4775  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4775  USGS QUAD   -  ANNANDALE (1994)
 HV4775
 HV4775                         *CURRENT SURVEY CONTROL
 HV4775  ___________________________________________________________________
 HV4775* NAD 83(1993)-  38 48 55.72141(N)    077 08 13.40805(W)     ADJUSTED  
 HV4775* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 HV4775  ___________________________________________________________________
 HV4775  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HV4775  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV4775
 HV4775  HORZ ORDER  -  SECOND
 HV4775
 HV4775.The horizontal coordinates were established by classical geodetic methods
 HV4775.and adjusted by the National Geodetic Survey in November 1994..
 HV4775
 HV4775.The orthometric height was scaled from a topographic map.
 HV4775
 HV4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4775
 HV4775.The geoid height was determined by GEOID03.
 HV4775
 HV4775;                    North         East     Units Scale Factor Converg.
 HV4775;SPC VA N     - 2,128,396.205 3,618,363.074   MT  0.99995434   +0 51 02.3
 HV4775;SPC VA N     - 6,982,913.22 11,871,246.19   sFT  0.99995434   +0 51 02.3
 HV4775;UTM  18      - 4,298,469.793   314,459.425   MT  1.00002393   -1 20 23.7
 HV4775
 HV4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4775!SPC VA N     -   0.99999330  x   0.99995434  =   0.99994764
 HV4775!UTM  18      -   0.99999330  x   1.00002393  =   1.00001723
 HV4775
 HV4775:                Primary Azimuth Mark                     Grid Az
 HV4775:SPC VA N     -  DUKE AZ MK                               051 04 16.1
 HV4775:UTM  18      -  DUKE AZ MK                               053 15 42.1
 HV4775
 HV4775|---------------------------------------------------------------------|
 HV4775| PID    Reference Object                     Distance      Geod. Az  |
 HV4775|                                                           dddmmss.s |
 HV4775| DC6214 DUKE AZ MK                                         0515518.4 |
 HV4775| HV4631 ALEXANDRIA WASH MASON MEMORIAL      APPROX. 6.2 KM 0980822.2 |
 HV4775| DC6215 DUKE RM 1                            28.429 METERS 22611     |
 HV4775| HV4776 DUKE 2                               48.175 METERS 26102     |
 HV4775| DC6216 DUKE RM 2                            55.989 METERS 30749     |
 HV4775| HV4814 FALLS CH RAD STA WOL TOWER          APPROX. 9.7 KM 3251813.3 |
 HV4775|---------------------------------------------------------------------|
 HV4775
 HV4775                          SUPERSEDED SURVEY CONTROL
 HV4775
 HV4775  NAD 83(1993)-  38 48 55.71993(N)    077 08 13.41075(W) AD(       ) 2
 HV4775  NAD 83(1986)-  38 48 55.72016(N)    077 08 13.42080(W) AD(       ) 2
 HV4775  NAD 27      -  38 48 55.31333(N)    077 08 14.49099(W) AD(       ) 2
 HV4775
 HV4775.Superseded values are not recommended for survey control.
 HV4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4775.See file dsdata.txt to determine how the superseded data were derived.
 HV4775
 HV4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1445998470(NAD 83)
 HV4775_MARKER: DS = TRIANGULATION STATION DISK
 HV4775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4775
 HV4775  HISTORY     - Date     Condition        Report By
 HV4775  HISTORY     - 1957     MONUMENTED       CGS
 HV4775  HISTORY     - 1966     SEE DESCRIPTION  CGS
 HV4775  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4775
 HV4775                          STATION DESCRIPTION
 HV4775
 HV4775'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4775'THE STATION IS LOCATED AT THE LINCOLNIA INTERCHANGE, APPROXIMATELY
 HV4775'5.5 MILES SOUTHWEST OF THE PENTAGON BUILDING AND 3.5 MILES
 HV4775'WEST-NORTHWEST OF THE WASHINGTON MASONIC MEMORIAL IN ALEXANDRIA.
 HV4775'
 HV4775'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 236 AND 244 IN
 HV4775'ANNANDALE, GO EAST ON STATE HIGHWAY 236 FOR 3.3 MILES TO THE
 HV4775'OVERPASS OVER SHIRLEY HIGHWAY (350), CONTINUE EAST OVER
 HV4775'OVERPASS FOR 0.05 MILE TO THE STATION ON THE RIGHT IN THE
 HV4775'TRIANGLE PLOT OF GROUND FORMED BY THE JUNCTION OF THREE ROADS.
 HV4775'
 HV4775'STATION MARKS ARE STANDARD DISKS STAMPED DUKE 1957.  THE
 HV4775'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HV4775'WITH THE SURFACE OF THE GROUND.  IT IS 52 FEET SOUTHWEST OF
 HV4775'THE CENTER LINE OF STATE HIGHWAY 236, 59 FEET SOUTHEAST OF THE
 HV4775'CENTER OF THE NORTH BLACKTOP ROAD, 41 FEET NORTHWEST OF THE
 HV4775'CENTER OF THE SOUTH BLACKTOP ROAD AND 42 FEET NORTHEAST OF
 HV4775'THE CENTER OF A DRAINAGE HOLE.  THE UNDERGROUND DISK IS
 HV4775'SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE
 HV4775'SURFACE OF THE GROUND.
 HV4775'
 HV4775'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUKE NO 1 1957,
 HV4775'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HV4775'SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTER
 HV4775'OF A DRAINAGE HOLE, 20 FEET NORTH OF THE CENTER OF THE SOUTH
 HV4775'BLACKTOP ROAD AND 18 FEET SOUTH OF THE CENTER OF THE NORTH
 HV4775'BLACKTOP ROAD.
 HV4775'
 HV4775'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUKE NO 2 1957,
 HV4775'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HV4775'SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH-SOUTHWEST OF THE
 HV4775'CENTER LINE OF STATE HIGHWAY 236 AND 2 FEET SOUTH OF THE
 HV4775'SOUTHWEST END OF THE OVERPASS ABUTMENT.
 HV4775'
 HV4775'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUKE 1957, SET
 HV4775'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HV4775'GROUND.  IT IS 35 FEET SOUTH-SOUTHEAST OF THE CENTER OF N
 HV4775'VANDORAN STREET, 29 FEET WEST-SOUTHWEST OF THE CENTER OF A
 HV4775'SIDE ROAD RIGHT, 29 FEET EAST OF POWER POLE NO. 60112, 6.5
 HV4775'FEET SOUTH OF THE CURB AND 3 FEET WEST OF THE NORTHEAST
 HV4775'CORNER OF THE FENCE AROUND THE SWIMMING POOL.
 HV4775'
 HV4775'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 HV4775'HIGHWAY 236 FOR 0.3 MILE TO A SIDE ROAD LEFT (N. VANDORN
 HV4775'STREET), TURN LEFT ON BLACKTOP ROAD FOR 0.5 MILE TO A T ROAD
 HV4775'INTERSECTION JUST AFTER CROSSING A ONE LANE BRIDGE, TURN
 HV4775'LEFT ON N. VANDORN STREET FOR 0.5 MILE TO A SIDE ROAD RIGHT
 HV4775'AND THE AZIMUTH MARK ON THE RIGHT AT THE NORTHEAST CORNER OF
 HV4775'THE FENCE AROUND THE SWIMMING POOL.
 HV4775'
 HV4775'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 HV4775
 HV4775                          STATION RECOVERY (1966)
 HV4775
 HV4775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HV4775'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 HV4775'REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.
 HV4775'REFERENCE MARK NO. 1 HAD APPARENTLY DESTROYED BY CONSTRUCTION.
 HV4775'UPON REQUEST OF THE STATE HIGHWAY DEPARTMENT A NEW STATION
 HV4775'AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AS THE STATION
 HV4775'AND REFERENCE MARKS WERE IN THE CONSTRUCTION LIMITS OF HIGHWAY
 HV4775'IMPROVEMENTS.  A SMALL DIFFERENCE WAS FOUND IN THE DISTANCE
 HV4775'TO REFERENCE MARK NO. 2 BUT THE DIRECTION WAS CHECKED AND
 HV4775'FOUND TO BE CORRECT.  THE STATION SURFACE MARK WAS DESTROYED
 HV4775'AT THIS TIME BUT THE UNDERGROUND MARK AND REFERENCE MARK
 HV4775'NO. 2 WERE LEFT IN POSITION BUT WILL BE DESTROYED BY THE
 HV4775'CONSTRUCTION.
 HV4775
 HV4775                          STATION RECOVERY (1996)
 HV4775
 HV4775'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4776 ***********************************************************************
 HV4776  DESIGNATION -  DUKE 2
 HV4776  PID         -  HV4776
 HV4776  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4776  USGS QUAD   -  ANNANDALE (1994)
 HV4776
 HV4776                         *CURRENT SURVEY CONTROL
 HV4776  ___________________________________________________________________
 HV4776* NAD 83(1993)-  38 48 55.47792(N)    077 08 15.38053(W)     ADJUSTED  
 HV4776* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 HV4776  ___________________________________________________________________
 HV4776  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HV4776  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV4776
 HV4776  HORZ ORDER  -  SECOND
 HV4776
 HV4776.The horizontal coordinates were established by classical geodetic methods
 HV4776.and adjusted by the National Geodetic Survey in November 1994..
 HV4776
 HV4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4776
 HV4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4776
 HV4776.The geoid height was determined by GEOID03.
 HV4776
 HV4776;                    North         East     Units Scale Factor Converg.
 HV4776;SPC VA N     - 2,128,387.991 3,618,315.606   MT  0.99995433   +0 51 01.1
 HV4776;SPC VA N     - 6,982,886.27 11,871,090.45   sFT  0.99995433   +0 51 01.1
 HV4776;UTM  18      - 4,298,463.399   314,411.675   MT  1.00002415   -1 20 24.9
 HV4776
 HV4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4776!SPC VA N     -   0.99999309  x   0.99995433  =   0.99994742
 HV4776!UTM  18      -   0.99999309  x   1.00002415  =   1.00001724
 HV4776
 HV4776:                Primary Azimuth Mark                     Grid Az
 HV4776:SPC VA N     -  DUKE AZ MK                               051 50 58.3
 HV4776:UTM  18      -  DUKE AZ MK                               054 02 24.3
 HV4776
 HV4776|---------------------------------------------------------------------|
 HV4776| PID    Reference Object                     Distance      Geod. Az  |
 HV4776|                                                           dddmmss.s |
 HV4776| DC6214 DUKE AZ MK                                         0524159.4 |
 HV4776| HV4775 DUKE                                 48.175 METERS 08102     |
 HV4776| HV4631 ALEXANDRIA WASH MASON MEMORIAL      APPROX. 6.3 KM 0980036.1 |
 HV4776| DC6218 DUKE 2 RM 4                          16.654 METERS 23348     |
 HV4776| DC6217 DUKE 2 RM 3                          90.937 METERS 30854     |
 HV4776|---------------------------------------------------------------------|
 HV4776
 HV4776                          SUPERSEDED SURVEY CONTROL
 HV4776
 HV4776  NAD 83(1993)-  38 48 55.47645(N)    077 08 15.38323(W) AD(       ) 2
 HV4776  NAD 83(1986)-  38 48 55.47667(N)    077 08 15.39330(W) AD(       ) 2
 HV4776  NAD 27      -  38 48 55.06990(N)    077 08 16.46342(W) AD(       ) 2
 HV4776  NGVD 29 (07/19/86)   76.3    (m)          250.     (f) VERT ANG       
 HV4776
 HV4776.Superseded values are not recommended for survey control.
 HV4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4776.See file dsdata.txt to determine how the superseded data were derived.
 HV4776
 HV4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1441298463(NAD 83)
 HV4776_MARKER: DS = TRIANGULATION STATION DISK
 HV4776_SETTING: 0 = UNSPECIFIED SETTING
 HV4776
 HV4776  HISTORY     - Date     Condition        Report By
 HV4776  HISTORY     - 1966     MONUMENTED       CGS
 HV4776  HISTORY     - 1969     GOOD             CGS
 HV4776  HISTORY     - 19960913 GOOD             USPSQD
 HV4776
 HV4776                          STATION DESCRIPTION
 HV4776
 HV4776'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HV4776'STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF THE PENTAGON
 HV4776'BUILDING, ABOUT 3.5 MILES WEST OF THE WASHINGTON MASONIC
 HV4776'MEMORIAL IN ALEXANDRIA AND AT THE INTERSECTION OF SHIRLEY
 HV4776'HIGHWAY (350) AND DUKE STREET.  STATION IS AT THE EAST END OF
 HV4776'THE BRIDGE OVER SHIRLEY HIGHWAY IN THE CONCRETE MEDIAN BETWEEN
 HV4776'THE LANES OF TRAFFIC.  THE MARK IS A STANDARD DISK CEMENTED
 HV4776'FLUSH IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE MEDIAN,
 HV4776'0.5 FOOT WEST OF THE EAST BRIDGE ABUTMENT AND IS STAMPED
 HV4776'DUKE 2 1966.
 HV4776'
 HV4776'REFERENCE MARK NO. 3 IS AT THE WEST END OF THE BRIDGE IN
 HV4776'THE MEDIAN BETWEEN THE LANES OF TRAFFIC.  MARK IS A STANDARD
 HV4776'DISK SET FLUSH IN THE APPROXIMATE CENTER OF CONCRETE MEDIAN
 HV4776'AND IS STAMPED DUKE 2 NO 3 1966.
 HV4776'
 HV4776'REFERENCE MARK NO. 4 IS IN THE TOP OF A CONCRETE RAILING
 HV4776'ABOUT 3 FEET HIGH AT THE SOUTHEAST CORNER OF THE BRIDGE.  THE
 HV4776'MARK IS A STANDARD DISK SET FLUSH IN THE CONCRETE RAILING
 HV4776'AND THE DISK IS STAMPED DUKE 2 NO 4 1966.
 HV4776'
 HV4776'AZIMUTH MARK IS 35 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 HV4776'NORTH VANDORAN STREET, 29 FEET SOUTHWEST OF THE APPROXIMATE
 HV4776'CENTER OF ENTRANCE TO A PARKING LOT, 29 FEET EAST OF A UTILITY
 HV4776'POLE, 6.5 FEET SOUTH OF THE CURB AND 3 FEET WEST OF THE NORTHWEST
 HV4776'CORNER OF HURRICANE FENCE AROUND A SWIMMING POOL.  THE MARK
 HV4776'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT, FLUSH
 HV4776'WITH THE GROUND AND THE DISK IS STAMPED DUKE 1957.
 HV4776'
 HV4776'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON DUKE
 HV4776'STREET FOR 0.3 MILE TO SIDE STREET LEFT.  TURN LEFT AND GO NORTH
 HV4776'ON NORTH VANDORN STREET FOR 1.0 MILE TO SWIMMING POOL ON RIGHT
 HV4776'AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 HV4776
 HV4776                          STATION RECOVERY (1969)
 HV4776
 HV4776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4776'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 HV4776'RECOVERED AS DESCRIBED IN 1966 BY J.C. BULL.  THE AZIMUTH MARK IS
 HV4776'NOT VISIBLE FROM THE GROUND.
 HV4776'
 HV4776'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO HEAVY
 HV4776'TRAFFIC.
 HV4776'
 HV4776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALEXANDRIA.
 HV4776
 HV4776                          STATION RECOVERY (1996)
 HV4776
 HV4776'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4922 ***********************************************************************
 GV4922  DESIGNATION -  DUKES
 GV4922  PID         -  GV4922
 GV4922  STATE/COUNTY-  VA/NEW KENT
 GV4922  USGS QUAD   -  NEW KENT (1978)
 GV4922
 GV4922                         *CURRENT SURVEY CONTROL
 GV4922  ___________________________________________________________________
 GV4922* NAD 83(1993)-  37 34 47.65264(N)    076 59 31.39379(W)     ADJUSTED  
 GV4922* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4922  ___________________________________________________________________
 GV4922  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 GV4922  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV4922
 GV4922  HORZ ORDER  -  THIRD
 GV4922
 GV4922.The horizontal coordinates were established by classical geodetic methods
 GV4922.and adjusted by the National Geodetic Survey in November 1994..
 GV4922
 GV4922.The orthometric height was scaled from a topographic map.
 GV4922
 GV4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4922
 GV4922.The geoid height was determined by GEOID03.
 GV4922
 GV4922;                    North         East     Units Scale Factor Converg.
 GV4922;SPC VA S     - 1,139,402.851 3,633,186.571   MT  0.99995225   +0 54 54.8
 GV4922;SPC VA S     - 3,738,190.85 11,919,879.61   sFT  0.99995225   +0 54 54.8
 GV4922;UTM  18      - 4,161,071.401   324,100.845   MT  0.99998112   -1 12 54.7
 GV4922
 GV4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4922!SPC VA S     -   1.00000525  x   0.99995225  =   0.99995750
 GV4922!UTM  18      -   1.00000525  x   0.99998112  =   0.99998637
 GV4922
 GV4922|---------------------------------------------------------------------|
 GV4922| PID    Reference Object                     Distance      Geod. Az  |
 GV4922|                                                           dddmmss.s |
 GV4922| GV4962 NEALS FARM CHIMNEY                  347.637 METERS 00553     |
 GV4922| GV4959 MANOR                               343.985 METERS 01838     |
 GV4922| GV4906 CANNING FACTORY CHIMNEY             342.435 METERS 02104     |
 GV4922| GV4954 LESTER 1912                         425.485 METERS 0783617.8 |
 GV4922| DC9203 DUKES RM 1                                         11244     |
 GV4922| GV4953 LARGE TREE ON POINT                 128.856 METERS 11732     |
 GV4922| GV4967 PAPOOSE                             321.292 METERS 13556     |
 GV4922| GV4986 SQUAW                               APPROX. 0.6 KM 1671429.9 |
 GV4922| GV4946 INDIAN HOUSE NORTHWEST CHIM         APPROX. 0.6 KM 1731914.3 |
 GV4922| GV4958 LOWER SYCAMORE                      356.995 METERS 22426     |
 GV4922| GV4899 BEACH                               243.329 METERS 26405     |
 GV4922|---------------------------------------------------------------------|
 GV4922
 GV4922                          SUPERSEDED SURVEY CONTROL
 GV4922
 GV4922  NAD 83(1986)-  37 34 47.65406(N)    076 59 31.40989(W) AD(       ) 3
 GV4922  NAD 27      -  37 34 47.11600(N)    076 59 32.49800(W) AD(       ) 3
 GV4922
 GV4922.Superseded values are not recommended for survey control.
 GV4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4922.See file dsdata.txt to determine how the superseded data were derived.
 GV4922
 GV4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2410161071(NAD 83)
 GV4922_MARKER: N = NAIL
 GV4922_SETTING: 0 = UNSPECIFIED SETTING
 GV4922
 GV4922  HISTORY     - Date     Condition        Report By
 GV4922  HISTORY     - 1912     MONUMENTED       CGS
 GV4922  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4922  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4922  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4922
 GV4922                          STATION DESCRIPTION
 GV4922
 GV4922'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4922'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4922'ON THE MIDDLE OF THE E POINT OF MARSH (POINTING W) 500 METERS
 GV4922'ABOVE LESTER MANOR MAIN STREET, AND IT IS IN FRONT OF POINT OF
 GV4922'WOODS UPON LAND DENSELY OVERGROWN WITH TALL FINE GRASS, COVERED
 GV4922'WITH 9 INCHES OF WATER AT HIGH TIDE.
 GV4922'
 GV4922'STATION IS MARKED BY A CEDAR STAKE 3 FEET LONG 3-1/2 INCHES
 GV4922'IN DIAMETER DRIVEN 5 INCHES ABOVE THE SURFACE, POINT MARKED BY A
 GV4922'10-PENNY NAIL.
 GV4922'
 GV4922'REFERENCE MARK IS NAIL IN 3-FOOT CEDAR STAKE 3-1/2 INCHES IN
 GV4922'DIAMETER 8 INCHES ABOVE GROUND, COVERED BY A MOUND OF EARTH,
 GV4922'POINT BEING A 10-PENNY NAIL.  THE POINTS ARE GOOD FOR A LONG
 GV4922'TIME AS THE SURFACE IS LIKELY TO FILL UP, AS GOOD AS IRON PIPE.
 GV4922'MARK IS ON LINE 336 DEG 48 MIN 19 SEC TO RIGHT OF LINE TO STATION
 GV4922'PAPOOSE.
 GV4922
 GV4922                          STATION RECOVERY (2000)
 GV4922
 GV4922'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4922'MARK NOT FOUND.
 GV4922
 GV4922                          STATION RECOVERY (2001)
 GV4922
 GV4922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4922
 GV4922                          STATION RECOVERY (2005)
 GV4922
 GV4922'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2806 ***********************************************************************
 HV2806  DESIGNATION -  DULLES 11 L
 HV2806  PID         -  HV2806
 HV2806  STATE/COUNTY-  VA/LOUDOUN
 HV2806  USGS QUAD   -  HERNDON (1994)
 HV2806
 HV2806                         *CURRENT SURVEY CONTROL
 HV2806  ___________________________________________________________________
 HV2806* NAD 83(1993)-  38 56 37.59248(N)    077 29 25.56257(W)     ADJUSTED  
 HV2806* NAVD 88     -        94.431  (meters)     309.81   (feet)  ADJUSTED  
 HV2806  ___________________________________________________________________
 HV2806  X           -   1,075,930.505 (meters)                     COMP
 HV2806  Y           -  -4,849,377.195 (meters)                     COMP
 HV2806  Z           -   3,987,503.658 (meters)                     COMP
 HV2806  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 HV2806  ELLIP HEIGHT-          62.53  (meters)          (06/14/02) GPS OBS
 HV2806  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV2806  DYNAMIC HT  -          94.379 (meters)     309.64  (feet)  COMP
 HV2806  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 HV2806
 HV2806  HORZ ORDER  -  FIRST
 HV2806  VERT ORDER  -  SECOND    CLASS 0
 HV2806  ELLP ORDER  -  FOURTH    CLASS I
 HV2806
 HV2806.The horizontal coordinates were established by GPS observations
 HV2806.and adjusted by the National Geodetic Survey in April 1999..
 HV2806
 HV2806.The orthometric height was determined by differential leveling
 HV2806.and adjusted by the National Geodetic Survey in June 1991..
 HV2806
 HV2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2806
 HV2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2806
 HV2806.The ellipsoidal height was determined by GPS observations
 HV2806.and is referenced to NAD 83.
 HV2806
 HV2806.The geoid height was determined by GEOID03.
 HV2806
 HV2806.The dynamic height is computed by dividing the NAVD 88
 HV2806.geopotential number by the normal gravity value computed on the
 HV2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2806.degrees latitude (g = 980.6199 gals.).
 HV2806
 HV2806.The modeled gravity was interpolated from observed gravity values.
 HV2806
 HV2806;                    North         East     Units Scale Factor Converg.
 HV2806;SPC VA N     - 2,142,240.923 3,587,519.373   MT  0.99996456   +0 37 48.3
 HV2806;SPC VA N     - 7,028,335.43 11,770,053.14   sFT  0.99996456   +0 37 48.3
 HV2806;UTM  18      - 4,313,486.809   284,163.971   MT  1.00017367   -1 33 57.5
 HV2806
 HV2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2806!SPC VA N     -   0.99999019  x   0.99996456  =   0.99995475
 HV2806!UTM  18      -   0.99999019  x   1.00017367  =   1.00016386
 HV2806
 HV2806:                Primary Azimuth Mark                     Grid Az
 HV2806:SPC VA N     -  DULLES 29 R                              110 00 03.5
 HV2806:UTM  18      -  DULLES 29 R                              112 11 49.3
 HV2806
 HV2806|---------------------------------------------------------------------|
 HV2806| PID    Reference Object                     Distance      Geod. Az  |
 HV2806|                                                           dddmmss.s |
 HV2806| HV2805 DULLES 29 R                         APPROX. 3.0 KM 1103751.8 |
 HV2806| HV5240 CRAMER                              APPROX. 0.5 KM 1980706.2 |
 HV2806| HV9267 IAD E                               167.059 METERS 21738     |
 HV2806|---------------------------------------------------------------------|
 HV2806
 HV2806                          SUPERSEDED SURVEY CONTROL
 HV2806
 HV2806  ELLIP H (04/28/99)   62.54   (m)                       GP(       ) 3 1
 HV2806  NAD 83(1993)-  38 56 37.59121(N)    077 29 25.55888(W) AD(       ) 2
 HV2806  NAD 83(1993)-  38 56 37.59276(N)    077 29 25.56645(W) AD(       ) 2
 HV2806  NAD 83(1993)-  38 56 37.59286(N)    077 29 25.56198(W) AD(       ) 2
 HV2806  NAD 83(1986)-  38 56 37.59203(N)    077 29 25.56978(W) AD(       ) 2
 HV2806  NAD 27      -  38 56 37.19487(N)    077 29 26.60282(W) AD(       ) 2
 HV2806  NAVD 88 (04/28/99)   94.43   (m)          309.8    (f) LEVELING    3  
 HV2806  NGVD 29 (??/??/??)   94.652  (m)          310.54   (f) ADJUSTED    2 0
 HV2806
 HV2806.Superseded values are not recommended for survey control.
 HV2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2806.See file dsdata.txt to determine how the superseded data were derived.
 HV2806
 HV2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8416413487(NAD 83)
 HV2806_MARKER: DD = SURVEY DISK
 HV2806_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV2806_SP_SET: DISK SET IN DRILL HOLE IN RUNWAY
 HV2806_STAMPING: DULLES 11 L 1960
 HV2806_MARK LOGO: CGS   
 HV2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2806+STABILITY: SURFACE MOTION
 HV2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2806+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 HV2806
 HV2806  HISTORY     - Date     Condition        Report By
 HV2806  HISTORY     - 1960     MONUMENTED       CGS
 HV2806  HISTORY     - 1960     GOOD             CGS
 HV2806  HISTORY     - 1962     GOOD             CGS
 HV2806  HISTORY     - 1965     GOOD             CGS
 HV2806  HISTORY     - 1973     GOOD             NGS
 HV2806  HISTORY     - 1973     GOOD             NGS
 HV2806  HISTORY     - 1977     GOOD             NGS
 HV2806  HISTORY     - 1981     GOOD             NGS
 HV2806  HISTORY     - 19890412 GOOD             LOCSUR
 HV2806  HISTORY     - 19920313 GOOD
 HV2806  HISTORY     - 19920414 GOOD             LOWE
 HV2806  HISTORY     - 19960624 GOOD             DEWDAV
 HV2806
 HV2806                          STATION DESCRIPTION
 HV2806
 HV2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2806'STATION IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT
 HV2806'CHANTILLY, AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST
 HV2806'RUNWAY.  (THIS IS THE NORTHERLY OF TWO PROPOSED NORTHWEST-SOUTHEAST
 HV2806'RUNWAYS).  2.0 FEET SOUTHEAST OF THE END AND 1.0 FOOT NORTH
 HV2806'OF THE CENTERLINE OF THE RUNWAY.  A STANDARD TRIANGULATION
 HV2806'DISK CEMENTED IN THE CONCRETE RUNWAY AND STAMPED DULLES
 HV2806'11 L 1960.
 HV2806'
 HV2806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV2806
 HV2806                          STATION RECOVERY (1960)
 HV2806
 HV2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2806'5.5 MI NW FROM CHANTILLY.
 HV2806'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY,
 HV2806'AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST RUNWAY.  IT IS
 HV2806'2.0 FT. SOUTHEAST OF THE NORTHWEST END AND 1.0 FT. NORTH OF THE
 HV2806'CENTERLINE OF THE RUNWAY.  A STANDARD TRIANGULATION STATION DISK
 HV2806'CEMENTED IN THE CONCRETE RUNWAY AND STAMPED DULLES 11 L 1960.
 HV2806
 HV2806                          STATION RECOVERY (1962)
 HV2806
 HV2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 HV2806'THIS STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV2806'CONDITION, DESCRIPTION BY I.Y. FITZGERALD, 1960.
 HV2806
 HV2806                          STATION RECOVERY (1965)
 HV2806
 HV2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 HV2806'RECOVERED AS DESCRIBED.
 HV2806
 HV2806                          STATION RECOVERY (1973)
 HV2806
 HV2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HV2806'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HV2806'
 HV2806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2806'INTERNATIONAL AIRPORT.
 HV2806
 HV2806                          STATION RECOVERY (1973)
 HV2806
 HV2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2806'RECOVERED IN GOOD CONDITION.
 HV2806
 HV2806                          STATION RECOVERY (1977)
 HV2806
 HV2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 HV2806'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HV2806'MARK IS LOCATED ON RUNWAY END 12.
 HV2806'
 HV2806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2806'INTERNATIONAL AIRPORT.
 HV2806
 HV2806                          STATION RECOVERY (1981)
 HV2806
 HV2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 HV2806'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV2806'
 HV2806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2806'INTERNATIONAL AIRPORT.
 HV2806
 HV2806                          STATION RECOVERY (1989)
 HV2806
 HV2806'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV2806'RECOVERED IN GOOD CONDITION.
 HV2806
 HV2806                          STATION RECOVERY (1992)
 HV2806
 HV2806'RECOVERED 1992
 HV2806'RECOVERED IN GOOD CONDITION.
 HV2806
 HV2806                          STATION RECOVERY (1992)
 HV2806
 HV2806'RECOVERY NOTE BY LOWE ENGINEERS 1992 (DRW)
 HV2806'RECOVERED AS DESCRIBED.
 HV2806
 HV2806                          STATION RECOVERY (1996)
 HV2806
 HV2806'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV2806'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 HV2806'IS AT THE NORTHWEST END OF RUNWAY 12-30.  THE STATION IS 2 FEET
 HV2806'SOUTHEAST OF THE NORTHWEST END OF RUNWAY 12-30 AND 1 FOOTNORTH OF THE
 HV2806'RUNWAY CENTERLINE.  ACCESS IS UNAUTHORIZED WITHOUT CLEARANCE FROM
 HV2806'DULLES AIRPORT OPERATINS, RUNWAY SHUTDOWN, AND AN ESCORT.  THE MARK IS
 HV2806'A STANDARD CGS TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN
 HV2806'THE CONCRETE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8253 ***********************************************************************
 AA8253  DESIGNATION -  DULLES 18 L RESET
 AA8253  PID         -  AA8253
 AA8253  STATE/COUNTY-  VA/LOUDOUN
 AA8253  USGS QUAD   -  HERNDON (1994)
 AA8253
 AA8253                         *CURRENT SURVEY CONTROL
 AA8253  ___________________________________________________________________
 AA8253* NAD 83(1993)-  38 57 19.16598(N)    077 26 09.49599(W)     ADJUSTED  
 AA8253* NAVD 88     -        89.37   (meters)     293.2    (feet)  LEVELING  
 AA8253  ___________________________________________________________________
 AA8253  X           -   1,080,363.472 (meters)                     COMP
 AA8253  Y           -  -4,847,561.852 (meters)                     COMP
 AA8253  Z           -   3,988,497.555 (meters)                     COMP
 AA8253  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AA8253  ELLIP HEIGHT-          57.54  (meters)          (06/14/02) GPS OBS
 AA8253  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AA8253
 AA8253  HORZ ORDER  -  FIRST
 AA8253  VERT ORDER  -  THIRD ?
 AA8253  ELLP ORDER  -  FOURTH    CLASS I
 AA8253
 AA8253.The horizontal coordinates were established by GPS observations
 AA8253.and adjusted by the National Geodetic Survey in April 1999..
 AA8253
 AA8253.The orthometric height was determined by differential leveling.
 AA8253.The vertical network tie was performed by a horz. field party for horz.
 AA8253.obs reductions. Reset procedures were used to establish the elevation.
 AA8253
 AA8253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8253
 AA8253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8253
 AA8253.The ellipsoidal height was determined by GPS observations
 AA8253.and is referenced to NAD 83.
 AA8253
 AA8253.The geoid height was determined by GEOID03.
 AA8253
 AA8253;                    North         East     Units Scale Factor Converg.
 AA8253;SPC VA N     - 2,143,576.132 3,592,225.707   MT  0.99996573   +0 39 50.7
 AA8253;SPC VA N     - 7,032,716.03 11,785,493.84   sFT  0.99996573   +0 39 50.7
 AA8253;UTM  18      - 4,314,640.915   288,918.945   MT  1.00014867   -1 31 55.5
 AA8253
 AA8253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8253!SPC VA N     -   0.99999097  x   0.99996573  =   0.99995670
 AA8253!UTM  18      -   0.99999097  x   1.00014867  =   1.00013964
 AA8253
 AA8253|---------------------------------------------------------------------|
 AA8253| PID    Reference Object                     Distance      Geod. Az  |
 AA8253|                                                           dddmmss.s |
 AA8253| AH9006 9031 MWAA GPS                       369.274 METERS 04445     |
 AA8253| HV2798 DULLES 18 L RM 1                                   15913     |
 AA8253| DC6220 DULLES 18 L RM 3                     60.853 METERS 15915     |
 AA8253| HV5268 AIRPORT BCN DULLES INTL APT         APPROX. 1.7 KM 1671619.8 |
 AA8253| AA8011 DULLES 18 L AZ MK RESET             APPROX. 2.1 KM 1800406.1 |
 AA8253| HV2800 DULLES 18 L RM 2                                   20246     |
 AA8253| DC6221 DULLES 18 L RM 4                     60.835 METERS 20247     |
 AA8253| HV5270 DULLES APT RADAR DOME               APPROX. 1.1 KM 2500538.9 |
 AA8253|---------------------------------------------------------------------|
 AA8253
 AA8253                          SUPERSEDED SURVEY CONTROL
 AA8253
 AA8253  ELLIP H (04/28/99)   57.54   (m)                       GP(       ) 3 1
 AA8253  NAD 83(1993)-  38 57 19.16473(N)    077 26 09.49379(W) AD(       ) 2
 AA8253  NAD 83(1993)-  38 57 19.16452(N)    077 26 09.50170(W) AD(       ) 2
 AA8253  NGVD 29 (07/19/86)   89.58   (m)          293.9    (f) LEVELING    3  
 AA8253
 AA8253.Superseded values are not recommended for survey control.
 AA8253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8253.See file dsdata.txt to determine how the superseded data were derived.
 AA8253
 AA8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8891914641(NAD 83)
 AA8253_MARKER: DD = SURVEY DISK
 AA8253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8253_SP_SET: DISK SET IN DRILL HOLE IN RUNWAY
 AA8253_STAMPING: DULLES 18 L 1960 1979
 AA8253_MARK LOGO: NGS   
 AA8253_PROJECTION: FLUSH
 AA8253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8253+STABILITY: SURFACE MOTION
 AA8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8253+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AA8253
 AA8253  HISTORY     - Date     Condition        Report By
 AA8253  HISTORY     - 1979     MONUMENTED       NGS
 AA8253  HISTORY     - 1981     GOOD             NGS
 AA8253  HISTORY     - 19920414 GOOD             LOWE
 AA8253  HISTORY     - 19960624 GOOD             DEWDAV
 AA8253
 AA8253                          STATION DESCRIPTION
 AA8253
 AA8253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AA8253'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED WITH THE
 AA8253'DISKS SHEARED OFF AND ONLY THE STEMS REMAINED.  THE STATION DISK WAS
 AA8253'RESET IN THE OLD DRILLHOLE AND REFERENCE MARKS 3 AND 4 WERE
 AA8253'ESTABLISHED IN THE OLD DRILLHOLES FOR REFERENCE MARKS 1 AND 2.  THE
 AA8253'AZIMUTH MARK WAS ALSO FOUND DESTROYED AND WAS RESET IN THE OLD
 AA8253'DRILLHOLE.
 AA8253'
 AA8253'A NEW DESCRIPTION FOLLOWS--
 AA8253'
 AA8253'THE STATION IS LOCATED AT THE NORTH END OF THE EASTERLY OF TWO
 AA8253'NORTH-SOUTH RUNWAYS, 2 FEET SOUTH OF THE NORTH END OF THE RUNWAY AND
 AA8253'1 FOOT EAST OF THE CENTERLINE.  THE MARK IS A STANDARD DISK
 AA8253'STAMPED---DULLES 18L 1960 1979---CEMENTED IN A DRILL HOLE IN THE
 AA8253'CONCRETE RUNWAY.
 AA8253'
 AA8253'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---DULLES 18L 1960 NO 3
 AA8253'1979---CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY, 1 FOOT
 AA8253'WEST OF THE EAST EDGE OF RUNWAY.
 AA8253'
 AA8253'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---DULLES 18L 1960 NO 4
 AA8253'1979---CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY, 1 FOOT EAST
 AA8253'OF THE WEST EDGE OF THE RUNWAY.
 AA8253'
 AA8253'THE AZIMUTH MARK IS A STANDARD STATION MARK DISK STAMPED---DULLES
 AA8253'AZ MK 1960 1979---CEMENTED IN A DRILLHOLE IN THE CONCRETE RUNWAY,
 AA8253'2 FEET WEST OF THE EAST EDGE.
 AA8253'
 AA8253'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ALONG THE EAST SIDE
 AA8253'OF RUNWAY FOR 1.3 MILES TO THE MARK.
 AA8253
 AA8253                          STATION RECOVERY (1981)
 AA8253
 AA8253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 AA8253'STATION RECOVERED AS ORIGINALLY DESCRIBED.  STATION HAS BEEN RESET IN
 AA8253'ITS ORIGINAL HOLE AND RESTAMPED IN 1979.
 AA8253'
 AA8253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 AA8253'INTERNATIONAL AIRPORT.
 AA8253
 AA8253                          STATION RECOVERY (1992)
 AA8253
 AA8253'RECOVERY NOTE BY LOWE ENGINEERS 1992 (DRW)
 AA8253'STATION FOUND AS DESCRIBED
 AA8253
 AA8253                          STATION RECOVERY (1996)
 AA8253
 AA8253'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 AA8253'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 AA8253'IS AT THE NORTH END OF RUNWAY 1R-19L, THE EASTERLY OF TWO NORTH-SOUTH
 AA8253'RUNWAYS AT DULLES AIRPORT.  THE STATION IS 2 FEETSOUTH OF THE NORTH
 AA8253'END OF RUNWAY 1R-19L AND 1 FOOTEAST OF THE RUNWAY CENTERLINE.  ACCESS
 AA8253'IS UNAUTHORIZED WITHOUT CLEARANCE FROM DULLES AIRPORT OPERATIONS,
 AA8253'RUNWAY SHUTDOWN, AND AN ESCORT.  THE MARK IS A STANDARD NGS
 AA8253'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AA8253'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2747 ***********************************************************************
 HV2747  DESIGNATION -  DULLES 18 R
 HV2747  PID         -  HV2747
 HV2747  STATE/COUNTY-  VA/LOUDOUN
 HV2747  USGS QUAD   -  HERNDON (1994)
 HV2747
 HV2747                         *CURRENT SURVEY CONTROL
 HV2747  ___________________________________________________________________
 HV2747* NAD 83(1993)-  38 58 14.28662(N)    077 27 33.55793(W)     ADJUSTED  
 HV2747* NAVD 88     -        81.905  (meters)     268.72   (feet)  ADJUSTED  
 HV2747  ___________________________________________________________________
 HV2747  X           -   1,078,154.424 (meters)                     COMP
 HV2747  Y           -  -4,846,952.632 (meters)                     COMP
 HV2747  Z           -   3,989,814.467 (meters)                     COMP
 HV2747  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 HV2747  ELLIP HEIGHT-          49.96  (meters)          (11/23/05) GPS OBS
 HV2747  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2747  DYNAMIC HT  -          81.861 (meters)     268.57  (feet)  COMP
 HV2747  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 HV2747
 HV2747  HORZ ORDER  -  FIRST
 HV2747  VERT ORDER  -  SECOND    CLASS 0
 HV2747  ELLP ORDER  -  SECOND    CLASS I
 HV2747
 HV2747.The horizontal coordinates were established by GPS observations
 HV2747.and adjusted by the GEOMETRICS GPS INCORPORATED in November 2005..
 HV2747
 HV2747.The orthometric height was determined by differential leveling
 HV2747.and adjusted by the National Geodetic Survey in June 1991..
 HV2747
 HV2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2747
 HV2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2747
 HV2747.The ellipsoidal height was determined by GPS observations
 HV2747.and is referenced to NAD 83.
 HV2747
 HV2747.The geoid height was determined by GEOID03.
 HV2747
 HV2747.The dynamic height is computed by dividing the NAVD 88
 HV2747.geopotential number by the normal gravity value computed on the
 HV2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2747.degrees latitude (g = 980.6199 gals.).
 HV2747
 HV2747.The modeled gravity was interpolated from observed gravity values.
 HV2747
 HV2747;                    North         East     Units Scale Factor Converg.
 HV2747;SPC VA N     - 2,145,252.544 3,590,182.597   MT  0.99996734   +0 38 58.2
 HV2747;SPC VA N     - 7,038,216.05 11,778,790.74   sFT  0.99996734   +0 38 58.2
 HV2747;UTM  18      - 4,316,394.730   286,941.217   MT  1.00015899   -1 32 50.3
 HV2747
 HV2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2747!SPC VA N     -   0.99999216  x   0.99996734  =   0.99995950
 HV2747!UTM  18      -   0.99999216  x   1.00015899  =   1.00015115
 HV2747
 HV2747|---------------------------------------------------------------------|
 HV2747| PID    Reference Object                     Distance      Geod. Az  |
 HV2747|                                                           dddmmss.s |
 HV2747| HV9280 9001 MWAA GPS                       339.830 METERS 02825     |
 HV2747| HV5284 HD 01 1960                          APPROX. 0.5 KM 0333552.9 |
 HV2747| HV9281 9002 MWAA GPS                       402.120 METERS 0984933.8 |
 HV2747| HV2748 DULLES 18 R RM 1                                   15831     |
 HV2747| HV2752 DULLES 36 L                         APPROX. 3.5 KM 1803904.4 |
 HV2747| HV2749 DULLES 18 R RM 2                                   20220     |
 HV2747|---------------------------------------------------------------------|
 HV2747
 HV2747                          SUPERSEDED SURVEY CONTROL
 HV2747
 HV2747  ELLIP H (06/14/02)   50.02   (m)                       GP(       ) 4 1
 HV2747  NAD 83(1993)-  38 58 14.28627(N)    077 27 33.55800(W) AD(       ) 1
 HV2747  ELLIP H (04/28/99)   50.02   (m)                       GP(       ) 3 1
 HV2747  NAD 83(1993)-  38 58 14.28474(N)    077 27 33.55517(W) AD(       ) 2
 HV2747  NAD 83(1993)-  38 58 14.28494(N)    077 27 33.56298(W) AD(       ) 2
 HV2747  NAD 83(1993)-  38 58 14.28480(N)    077 27 33.55961(W) AD(       ) 2
 HV2747  NAD 83(1986)-  38 58 14.28412(N)    077 27 33.56801(W) AD(       ) 2
 HV2747  NAD 27      -  38 58 13.88674(N)    077 27 34.60316(W) AD(       ) 2
 HV2747  NAVD 88 (04/28/99)   81.91   (m)          268.7    (f) LEVELING    3  
 HV2747  NGVD 29 (??/??/??)   82.127  (m)          269.44   (f) ADJUSTED    2 0
 HV2747
 HV2747.Superseded values are not recommended for survey control.
 HV2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2747.See file dsdata.txt to determine how the superseded data were derived.
 HV2747
 HV2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8694116395(NAD 83)
 HV2747_MARKER: DD = SURVEY DISK
 HV2747_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV2747_SP_SET: DISK SET IN DRILL HOLE IN RUNWAY
 HV2747_STAMPING: DULLES 18 R 1960
 HV2747_MARK LOGO: CGS   
 HV2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2747+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HV2747
 HV2747  HISTORY     - Date     Condition        Report By
 HV2747  HISTORY     - 1960     MONUMENTED       CGS
 HV2747  HISTORY     - 1960     GOOD             CGS
 HV2747  HISTORY     - 1962     GOOD             CGS
 HV2747  HISTORY     - 1965     GOOD             CGS
 HV2747  HISTORY     - 1973     GOOD             NGS
 HV2747  HISTORY     - 1973     GOOD             NGS
 HV2747  HISTORY     - 1977     GOOD             NGS
 HV2747  HISTORY     - 1981     GOOD             NGS
 HV2747  HISTORY     - 19890427 GOOD             LOCSUR
 HV2747  HISTORY     - 19920317 GOOD
 HV2747  HISTORY     - 19920414 GOOD             LOWE
 HV2747  HISTORY     - 19960624 GOOD             DEWDAV
 HV2747  HISTORY     - 20051009 GOOD             GEOMET
 HV2747
 HV2747                          STATION DESCRIPTION
 HV2747
 HV2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2747'STATION IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT
 HV2747'CHANTILLY, AT THE NORTH END OF THE WESTERLY OF TWO NORTH-SOUTH
 HV2747'RUNWAYS, 2.0 FT. SOUTH OF THE NORTH END OF THE RUNWAY AND
 HV2747'1.0 FT. WEST OF THE CENTERLINE.  A STANDARD TRIANGULATION
 HV2747'STATION DISK CEMENTED IN THE RUNWAY AND STAMPED DULLES 18R
 HV2747'1960.
 HV2747'
 HV2747'REFERENCE MARK NO. 1 IS SSE OF THE STATION.  1.0 FT. WEST
 HV2747'OF THE EAST EDGE.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2747'IN THE RUNWAY AND STAMPED DULLES 18R NO 1 1960.
 HV2747'
 HV2747'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 1.0 FT. EAST
 HV2747'OF THE WEST EDGE.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2747'IN THE RUNWAY AND STAMPED DULLES 18R NO 2 1960.
 HV2747
 HV2747                          STATION RECOVERY (1960)
 HV2747
 HV2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2747'5.7 MI NW FROM CHANTILLY.
 HV2747'MARK IS LOACTED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY,
 HV2747'AT THE NORTH END OF THE WESTERLY OF TWO NORTH-SOUTH RUNWAYS.
 HV2747'IT IS 2.0 FT. SOUTH OF THE NORTH END AND 1.0 FT. WEST OF THE
 HV2747'CENTERLINE OF THE RUNWAY.  A STANDARD TRIANGULATION STATION
 HV2747'DISK CEMENTED IN THE RUNWAY AND STAMPED DULLES 18 R 1960.
 HV2747
 HV2747                          STATION RECOVERY (1962)
 HV2747
 HV2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 HV2747'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 HV2747'I.Y. FITZGERALD, 1960.
 HV2747
 HV2747                          STATION RECOVERY (1965)
 HV2747
 HV2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 HV2747'RECOVERED AS DESCRIBED
 HV2747
 HV2747                          STATION RECOVERY (1973)
 HV2747
 HV2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HV2747'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 HV2747'AND AS DESCRIBED.
 HV2747'
 HV2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2747'INTERNATIONAL AIRPORT.
 HV2747
 HV2747                          STATION RECOVERY (1973)
 HV2747
 HV2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2747'RECOVERED IN GOOD CONDITION.
 HV2747
 HV2747                          STATION RECOVERY (1977)
 HV2747
 HV2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 HV2747'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV2747'CONDITION.  THE STATION IS LOCATED ON RUNWAY END 19R.
 HV2747'
 HV2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2747'INTERNATIONAL AIRPORT.
 HV2747
 HV2747                          STATION RECOVERY (1981)
 HV2747
 HV2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 HV2747'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV2747'
 HV2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2747'INTERNATIONAL AIRPORT.
 HV2747
 HV2747                          STATION RECOVERY (1989)
 HV2747
 HV2747'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV2747'RECOVERED IN GOOD CONDITION.
 HV2747
 HV2747                          STATION RECOVERY (1992)
 HV2747
 HV2747'RECOVERED 1992
 HV2747'RECOVERED IN GOOD CONDITION.
 HV2747
 HV2747                          STATION RECOVERY (1992)
 HV2747
 HV2747'RECOVERY NOTE BY LOWE ENGINEERS 1992 (DRW)
 HV2747'RECOVERED AS DESCRIBED.
 HV2747
 HV2747                          STATION RECOVERY (1996)
 HV2747
 HV2747'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV2747'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 HV2747'IS AT THE NORTH END OF RUNWAY 1L-19R, THE WESTERLY OF TWO NORTH-SOUTH
 HV2747'RUNWAYS AT DULLES AIRPORT.  THE STATION IS 2 FEETSOUTH OF THE NORTH
 HV2747'END OF RUNWAY 1L-19R AND 1 FOOTWEST OF THE RUNWAY CENTERLINE.  ACCESS
 HV2747'IS UNAUTHORIZED WITHOUT CLEARANCE FROM DULLES AIRPORT OPERATIONS,
 HV2747'RUNWAY SHUTDOWN, AND AN ESCORT.  THE MARK IS A STANDARD CGS
 HV2747'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 HV2747'RUNWAY.
 HV2747
 HV2747                          STATION RECOVERY (2005)
 HV2747
 HV2747'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (KRO)
 HV2747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2748 ***********************************************************************
 HV2748  DESIGNATION -  DULLES 18 R RM 1
 HV2748  PID         -  HV2748
 HV2748  STATE/COUNTY-  VA/LOUDOUN
 HV2748  USGS QUAD   -  HERNDON (1994)
 HV2748
 HV2748                         *CURRENT SURVEY CONTROL
 HV2748  ___________________________________________________________________
 HV2748* NAD 83(1986)-  38 58 14.     (N)    077 27 34.     (W)     SCALED    
 HV2748* NAVD 88     -        81.929  (meters)     268.80   (feet)  ADJUSTED  
 HV2748  ___________________________________________________________________
 HV2748  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2748  DYNAMIC HT  -          81.885 (meters)     268.65  (feet)  COMP
 HV2748  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 HV2748
 HV2748  VERT ORDER  -  SECOND    CLASS 0
 HV2748
 HV2748.The horizontal coordinates were scaled from a topographic map and have
 HV2748.an estimated accuracy of +/- 6 seconds.
 HV2748
 HV2748.The orthometric height was determined by differential leveling
 HV2748.and adjusted by the National Geodetic Survey in June 1991..
 HV2748
 HV2748.The geoid height was determined by GEOID03.
 HV2748
 HV2748.The dynamic height is computed by dividing the NAVD 88
 HV2748.geopotential number by the normal gravity value computed on the
 HV2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2748.degrees latitude (g = 980.6199 gals.).
 HV2748
 HV2748.The modeled gravity was interpolated from observed gravity values.
 HV2748
 HV2748;                    North         East    Units  Estimated Accuracy
 HV2748;SPC VA N     - 2,145,240.    3,590,170.      MT  (+/- 180 meters Scaled)
 HV2748
 HV2748                          SUPERSEDED SURVEY CONTROL
 HV2748
 HV2748  NGVD 29 (??/??/??)   82.151  (m)          269.52   (f) ADJUSTED    2 0
 HV2748
 HV2748.Superseded values are not recommended for survey control.
 HV2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2748.See file dsdata.txt to determine how the superseded data were derived.
 HV2748
 HV2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ869163(NAD 83)
 HV2748_MARKER: DR = REFERENCE MARK DISK
 HV2748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2748_SP_SET: DUNWAY
 HV2748_STAMPING: DULES 18R NO 1 1960
 HV2748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2748
 HV2748  HISTORY     - Date     Condition        Report By
 HV2748  HISTORY     - 1960     MONUMENTED       CGS
 HV2748  HISTORY     - 1973     GOOD             NGS
 HV2748
 HV2748                          STATION DESCRIPTION
 HV2748
 HV2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2748'5.7 MI NW FROM CHANTILLY.
 HV2748'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY
 HV2748'NEAR THE NORTH END OF WESTERLY OF TWO NORTH-SOUTH RUNWAYS.  IT
 HV2748'IS 198.75 FT. SOUTHEAST OF TRIANGULATION STATION DULLES 18R 1960,
 HV2748'186.1 FT. SOUTH OF THE NORTHEAST CORNER AND 1.0 FT. WEST OF THE
 HV2748'EAST EDGE OF THE RUNWAY.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2748'IN THE RUNWAY AND STAMPED DULLES 18R NO 1 1960.
 HV2748
 HV2748                          STATION RECOVERY (1973)
 HV2748
 HV2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2749 ***********************************************************************
 HV2749  DESIGNATION -  DULLES 18 R RM 2
 HV2749  PID         -  HV2749
 HV2749  STATE/COUNTY-  VA/LOUDOUN
 HV2749  USGS QUAD   -  HERNDON (1994)
 HV2749
 HV2749                         *CURRENT SURVEY CONTROL
 HV2749  ___________________________________________________________________
 HV2749* NAD 83(1986)-  38 58 14.     (N)    077 27 34.     (W)     SCALED    
 HV2749* NAVD 88     -        81.745  (meters)     268.19   (feet)  ADJUSTED  
 HV2749  ___________________________________________________________________
 HV2749  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2749  DYNAMIC HT  -          81.700 (meters)     268.04  (feet)  COMP
 HV2749  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 HV2749
 HV2749  VERT ORDER  -  SECOND    CLASS 0
 HV2749
 HV2749.The horizontal coordinates were scaled from a topographic map and have
 HV2749.an estimated accuracy of +/- 6 seconds.
 HV2749
 HV2749.The orthometric height was determined by differential leveling
 HV2749.and adjusted by the National Geodetic Survey in June 1991..
 HV2749
 HV2749.The geoid height was determined by GEOID03.
 HV2749
 HV2749.The dynamic height is computed by dividing the NAVD 88
 HV2749.geopotential number by the normal gravity value computed on the
 HV2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2749.degrees latitude (g = 980.6199 gals.).
 HV2749
 HV2749.The modeled gravity was interpolated from observed gravity values.
 HV2749
 HV2749;                    North         East    Units  Estimated Accuracy
 HV2749;SPC VA N     - 2,145,240.    3,590,170.      MT  (+/- 180 meters Scaled)
 HV2749
 HV2749                          SUPERSEDED SURVEY CONTROL
 HV2749
 HV2749  NGVD 29 (??/??/??)   81.966  (m)          268.92   (f) ADJUSTED    2 0
 HV2749
 HV2749.Superseded values are not recommended for survey control.
 HV2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2749.See file dsdata.txt to determine how the superseded data were derived.
 HV2749
 HV2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ869163(NAD 83)
 HV2749_MARKER: DR = REFERENCE MARK DISK
 HV2749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2749_SP_SET: RUNWAY
 HV2749_STAMPING: DULLES 18R NO 2 1960
 HV2749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2749
 HV2749  HISTORY     - Date     Condition        Report By
 HV2749  HISTORY     - 1960     MONUMENTED       CGS
 HV2749  HISTORY     - 1973     GOOD             NGS
 HV2749
 HV2749                          STATION DESCRIPTION
 HV2749
 HV2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2749'5.7 MI NW FROM CHANTILLY.
 HV2749'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY
 HV2749'NEAR THE NORTH END OF THE WESTERLY OF TWO NORTH-SOUTH RUNWAYS.
 HV2749'IT IS 198.09 FT. SOUTHWEST OF TRIANGULATION STATION DULLES 18R
 HV2749'1960, 196.1 FT. SOUTH OF THE NORTHWEST CORNER AND 1.0 FT. EAST
 HV2749'OF THE WEST EDGE OF RUNWAY.  A STANDARD REFERENCE MARK DISK
 HV2749'CEMENTED IN THE CONCRETE RUNWAY AND STAMPED DULLES 18R NO 2 1960.
 HV2749
 HV2749                          STATION RECOVERY (1973)
 HV2749
 HV2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2752 ***********************************************************************
 HV2752  DESIGNATION -  DULLES 36 L
 HV2752  PID         -  HV2752
 HV2752  STATE/COUNTY-  VA/LOUDOUN
 HV2752  USGS QUAD   -  HERNDON (1994)
 HV2752
 HV2752                         *CURRENT SURVEY CONTROL
 HV2752  ___________________________________________________________________
 HV2752* NAD 83(1993)-  38 56 20.66029(N)    077 27 35.21165(W)     ADJUSTED  
 HV2752* NAVD 88     -        87.268  (meters)     286.31   (feet)  ADJUSTED  
 HV2752  ___________________________________________________________________
 HV2752  X           -   1,078,594.794 (meters)                     COMP
 HV2752  Y           -  -4,849,115.785 (meters)                     COMP
 HV2752  Z           -   3,987,093.024 (meters)                     COMP
 HV2752  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 HV2752  ELLIP HEIGHT-          55.35  (meters)          (11/23/05) GPS OBS
 HV2752  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2752  DYNAMIC HT  -          87.220 (meters)     286.15  (feet)  COMP
 HV2752  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 HV2752
 HV2752  HORZ ORDER  -  FIRST
 HV2752  VERT ORDER  -  SECOND    CLASS 0
 HV2752  ELLP ORDER  -  SECOND    CLASS I
 HV2752
 HV2752.The horizontal coordinates were established by GPS observations
 HV2752.and adjusted by the GEOMETRICS GPS INCORPORATED in November 2005..
 HV2752
 HV2752.The orthometric height was determined by differential leveling
 HV2752.and adjusted by the National Geodetic Survey in June 1991..
 HV2752
 HV2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2752
 HV2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2752
 HV2752.The ellipsoidal height was determined by GPS observations
 HV2752.and is referenced to NAD 83.
 HV2752
 HV2752.The geoid height was determined by GEOID03.
 HV2752
 HV2752.The dynamic height is computed by dividing the NAVD 88
 HV2752.geopotential number by the normal gravity value computed on the
 HV2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2752.degrees latitude (g = 980.6199 gals.).
 HV2752
 HV2752.The modeled gravity was interpolated from observed gravity values.
 HV2752
 HV2752;                    North         East     Units Scale Factor Converg.
 HV2752;SPC VA N     - 2,141,748.498 3,590,182.492   MT  0.99996410   +0 38 57.2
 HV2752;SPC VA N     - 7,026,719.86 11,778,790.39   sFT  0.99996410   +0 38 57.2
 HV2752;UTM  18      - 4,312,892.584   286,806.800   MT  1.00015970   -1 32 47.5
 HV2752
 HV2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2752!SPC VA N     -   0.99999132  x   0.99996410  =   0.99995542
 HV2752!UTM  18      -   0.99999132  x   1.00015970  =   1.00015101
 HV2752
 HV2752|---------------------------------------------------------------------|
 HV2752| PID    Reference Object                     Distance      Geod. Az  |
 HV2752|                                                           dddmmss.s |
 HV2752| HV2753 DULLES 36 L RM 1                                   02247     |
 HV2752| HV2805 DULLES 29 R                         APPROX. 0.6 KM 1603850.8 |
 HV2752| DH7195 IAD F                               290.937 METERS 19711     |
 HV2752| HV9266 IAD D                               295.686 METERS 22101     |
 HV2752| HV2754 DULLES 36 L RM 2                                   33908     |
 HV2752|---------------------------------------------------------------------|
 HV2752
 HV2752                          SUPERSEDED SURVEY CONTROL
 HV2752
 HV2752  ELLIP H (06/14/02)   55.40   (m)                       GP(       ) 4 1
 HV2752  NAD 83(1993)-  38 56 20.66034(N)    077 27 35.21162(W) AD(       ) 1
 HV2752  ELLIP H (04/28/99)   55.40   (m)                       GP(       ) 3 1
 HV2752  NAD 83(1993)-  38 56 20.65964(N)    077 27 35.20870(W) AD(       ) 2
 HV2752  NAD 83(1993)-  38 56 20.65994(N)    077 27 35.21655(W) AD(       ) 2
 HV2752  NAD 83(1993)-  38 56 20.65987(N)    077 27 35.21236(W) AD(       ) 2
 HV2752  NAD 83(1986)-  38 56 20.65926(N)    077 27 35.22009(W) AD(       ) 2
 HV2752  NAD 27      -  38 56 20.26066(N)    077 27 36.25567(W) AD(       ) 2
 HV2752  NAVD 88 (04/28/99)   87.27   (m)          286.3    (f) LEVELING    3  
 HV2752  NGVD 29 (??/??/??)   87.490  (m)          287.04   (f) ADJUSTED    2 0
 HV2752
 HV2752.Superseded values are not recommended for survey control.
 HV2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2752.See file dsdata.txt to determine how the superseded data were derived.
 HV2752
 HV2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8680712893(NAD 83)
 HV2752_MARKER: DD = SURVEY DISK
 HV2752_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV2752_SP_SET: DISK SET IN DRILL HOLE IN RUNWAY
 HV2752_STAMPING: DULLES 36 L 1960
 HV2752_MARK LOGO: CGS   
 HV2752_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV2752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2752+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HV2752
 HV2752  HISTORY     - Date     Condition        Report By
 HV2752  HISTORY     - 1960     MONUMENTED       CGS
 HV2752  HISTORY     - 1960     GOOD             CGS
 HV2752  HISTORY     - 1962     GOOD             CGS
 HV2752  HISTORY     - 1965     GOOD             CGS
 HV2752  HISTORY     - 1973     GOOD             NGS
 HV2752  HISTORY     - 1973     GOOD             NGS
 HV2752  HISTORY     - 1977     GOOD             NGS
 HV2752  HISTORY     - 1981     GOOD             NGS
 HV2752  HISTORY     - 19920317 GOOD
 HV2752  HISTORY     - 19920414 GOOD             LOWE
 HV2752  HISTORY     - 19960624 GOOD             DEWDAV
 HV2752  HISTORY     - 20051009 GOOD             GEOMET
 HV2752
 HV2752                          STATION DESCRIPTION
 HV2752
 HV2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IYF)
 HV2752'STATION IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT
 HV2752'CHANTILLY, AT THE SOUTH END OF THE WESTERLY OF TWO NORTH-SOUTH
 HV2752'RUNWAYS, 2.0 FT. NORTH OF THE SOUTH END AND 1.0 FT. WEST
 HV2752'OF THE CENTERLINE OF THE RUNWAY.  A STANDARD TRIANGULATION
 HV2752'DISK CEMENTED IN THE RUNWAY AND STAMPED DULLES 36L 1960.
 HV2752'
 HV2752'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND 1.0 FT. WEST
 HV2752'OF THE EAST EDGE OF RUNWAY.  A STANDARD REFERENCE MARK DISK
 HV2752'CEMENTED IN THE CONCRETE RUNWAY AND STAMPED DULLES 36L NO
 HV2752'1 1960.
 HV2752'
 HV2752'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 1.0 FT. EAST
 HV2752'OF THE WEST EDGE.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2752'IN THE RUNWAY AND STAMPED DULLES 36L NO 2 1960.
 HV2752'
 HV2752'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HV2752
 HV2752                          STATION RECOVERY (1960)
 HV2752
 HV2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2752'3.5 MI NW FROM CHANTILLY.
 HV2752'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY
 HV2752'AT THE SOUTH END OF THE WESTERLY OF TWO NORTH-SOUTH RUNWAYS,
 HV2752'IT IS 2.0 FT. NORTH OF THE SOUTH END AND 1.0 FT. WEST OF THE
 HV2752'CENTERLINE OF THE RUNWAY.  A STANDARD TRIANGULATION STATION
 HV2752'DISK CEMENTED IN THE RUNWAY AND STAMPED DULLES 36L 1960.
 HV2752
 HV2752                          STATION RECOVERY (1962)
 HV2752
 HV2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 HV2752'THIS STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 HV2752'DESCRIBED BY I.Y. FITZGERALD, 1960.
 HV2752
 HV2752                          STATION RECOVERY (1965)
 HV2752
 HV2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 HV2752'RECOVERED AS DESCRIBED
 HV2752
 HV2752                          STATION RECOVERY (1973)
 HV2752
 HV2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HV2752'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 HV2752'AND AS DESCRIBED.
 HV2752'
 HV2752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2752'INTERNATIONAL AIRPORT.
 HV2752
 HV2752                          STATION RECOVERY (1973)
 HV2752
 HV2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2752'RECOVERED IN GOOD CONDITION.
 HV2752
 HV2752                          STATION RECOVERY (1977)
 HV2752
 HV2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 HV2752'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV2752'CONDITION.  THE MARKS ARE LOCATED ON RUNWAY END 1L.
 HV2752'
 HV2752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2752'INTERNATIONAL AIRPORT.
 HV2752
 HV2752                          STATION RECOVERY (1981)
 HV2752
 HV2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 HV2752'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV2752'
 HV2752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV2752'INTERNATIONAL AIRPORT.
 HV2752
 HV2752                          STATION RECOVERY (1992)
 HV2752
 HV2752'RECOVERED 1992
 HV2752'RECOVERED IN GOOD CONDITION.
 HV2752
 HV2752                          STATION RECOVERY (1992)
 HV2752
 HV2752'RECOVERY NOTE BY LOWE ENGINEERS 1992 (DRW)
 HV2752'RECOVERED AS DESCRIBED.
 HV2752
 HV2752                          STATION RECOVERY (1996)
 HV2752
 HV2752'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 HV2752'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 HV2752'IS AT THE SOUTH END OF RUNWAY 1L-19R, THE WESTERLY OF TWO NORTH-SOUTH
 HV2752'RUNWAYS AT DULLES AIRPORT.  THE STATION IS 2 FEETNORTH OF THE SOUTH
 HV2752'END OF RUNWAY 1L-19R AND 1.0208 FEETWEST OF THE RUNWAY CENTERLINE.
 HV2752'ACCESS IS UNAUTHORIZED WITHOUT CLEARANCE FROM DULLES AIRPORT
 HV2752'OPERATIONS, RUNWAY SHUTDOWN, AND AN ESCORT.  THE MARK IS A STANDARD
 HV2752'CGS TRIANGULATION STATION DISK STAMPED DULLES 36L 1960.  IT IS
 HV2752'CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY.  THIS MONUMENT IS THE
 HV2752'ORIGIN OF THE DULLES AIRPORT COORDINATE SYSTEM (ACS) .  BOTH THE
 HV2752'X-AXIS AND THE Y-AXIS OF THE ACS GRID PASS THROUGH THIS POINT.  THE
 HV2752'ACS Y-COORDINATE OF THIS MONUMENT HAS A FALSE NORTHING OF 100,000.000
 HV2752'FEET, AND THE ACS X-COORDINATE HAS A FALSE EASTING OF 99,998.979 FEET.
 HV2752'THE Y-AXIS OF THE DULLES ACS ALSO PASSES THROUGH MONUMENT DULLES 18R
 HV2752'(AT THE NORTH END OF THE RUNWAY) AND ALSO HAS A FALSE EASTING OF
 HV2752'99,998.979 SO THAT ALL X-COORDINATES OF 100,000 FEET EXACTLY ARE
 HV2752'COINCIDENT WITH THE CENTERLINE OF WITH THE CENTERLINE OF RUNWAY 1L-19R
 HV2752'AND SO THAT DISTANCES EAST/WEST OF THIS RUNWAY CAN BE EASILY
 HV2752'DETERMINED.  THE PROJECTION PLANE IS SECANT TO THE ELLIPSOID SO THAT
 HV2752'THE AVERAGE SCALE FACTOR FOR THE DULLES AIRPORT COORDINATE SYSTEM IS
 HV2752'1.0000000.
 HV2752
 HV2752                          STATION RECOVERY (2005)
 HV2752
 HV2752'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (KRO)
 HV2752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2753 ***********************************************************************
 HV2753  DESIGNATION -  DULLES 36 L RM 1
 HV2753  PID         -  HV2753
 HV2753  STATE/COUNTY-  VA/LOUDOUN
 HV2753  USGS QUAD   -  HERNDON (1994)
 HV2753
 HV2753                         *CURRENT SURVEY CONTROL
 HV2753  ___________________________________________________________________
 HV2753* NAD 83(1986)-  38 56 20.     (N)    077 27 35.     (W)     SCALED    
 HV2753* NAVD 88     -        87.242  (meters)     286.23   (feet)  ADJUSTED  
 HV2753  ___________________________________________________________________
 HV2753  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2753  DYNAMIC HT  -          87.194 (meters)     286.07  (feet)  COMP
 HV2753  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 HV2753
 HV2753  VERT ORDER  -  SECOND    CLASS 0
 HV2753
 HV2753.The horizontal coordinates were scaled from a topographic map and have
 HV2753.an estimated accuracy of +/- 6 seconds.
 HV2753
 HV2753.The orthometric height was determined by differential leveling
 HV2753.and adjusted by the National Geodetic Survey in June 1991..
 HV2753
 HV2753.The geoid height was determined by GEOID03.
 HV2753
 HV2753.The dynamic height is computed by dividing the NAVD 88
 HV2753.geopotential number by the normal gravity value computed on the
 HV2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2753.degrees latitude (g = 980.6199 gals.).
 HV2753
 HV2753.The modeled gravity was interpolated from observed gravity values.
 HV2753
 HV2753;                    North         East    Units  Estimated Accuracy
 HV2753;SPC VA N     - 2,141,730.    3,590,190.      MT  (+/- 180 meters Scaled)
 HV2753
 HV2753                          SUPERSEDED SURVEY CONTROL
 HV2753
 HV2753  NGVD 29 (??/??/??)   87.463  (m)          286.95   (f) ADJUSTED    2 0
 HV2753
 HV2753.Superseded values are not recommended for survey control.
 HV2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2753.See file dsdata.txt to determine how the superseded data were derived.
 HV2753
 HV2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ868128(NAD 83)
 HV2753_MARKER: DR = REFERENCE MARK DISK
 HV2753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2753_SP_SET: RUNWAY
 HV2753_STAMPING: DULLES 36L NO 1 1960
 HV2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2753
 HV2753  HISTORY     - Date     Condition        Report By
 HV2753  HISTORY     - 1960     MONUMENTED       CGS
 HV2753  HISTORY     - 1973     GOOD             NGS
 HV2753  HISTORY     - 19890427 GOOD             LOCSUR
 HV2753
 HV2753                          STATION DESCRIPTION
 HV2753
 HV2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2753'3.5 MI NW FROM CHANTILLY.
 HV2753'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY
 HV2753'NEAR THE SOUTH END OF THE WESTERLY OF TWO NORTH-SOUTH RUNWAYS.
 HV2753'IT IS 199.08 FT. NORTHEAST OF TRIANGULATION STATION DULLES 36L 1960,
 HV2753'186.4 FT. NORTH OF THE SOUTHEAST CORNER AND 1.0 FT. WEST OF THE
 HV2753'EAST EDGE OF THE RUNWAY.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2753'IN THE CONCRETE RUNWAY AND STAMPED DULLES 366 NO 1 1960.
 HV2753
 HV2753                          STATION RECOVERY (1973)
 HV2753
 HV2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2753'RECOVERED IN GOOD CONDITION.
 HV2753
 HV2753                          STATION RECOVERY (1989)
 HV2753
 HV2753'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2754 ***********************************************************************
 HV2754  DESIGNATION -  DULLES 36 L RM 2
 HV2754  PID         -  HV2754
 HV2754  STATE/COUNTY-  VA/LOUDOUN
 HV2754  USGS QUAD   -  HERNDON (1994)
 HV2754
 HV2754                         *CURRENT SURVEY CONTROL
 HV2754  ___________________________________________________________________
 HV2754* NAD 83(1986)-  38 56 20.     (N)    077 27 35.     (W)     SCALED    
 HV2754* NAVD 88     -        86.983  (meters)     285.38   (feet)  ADJUSTED  
 HV2754  ___________________________________________________________________
 HV2754  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2754  DYNAMIC HT  -          86.935 (meters)     285.22  (feet)  COMP
 HV2754  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 HV2754
 HV2754  VERT ORDER  -  SECOND    CLASS 0
 HV2754
 HV2754.The horizontal coordinates were scaled from a topographic map and have
 HV2754.an estimated accuracy of +/- 6 seconds.
 HV2754
 HV2754.The orthometric height was determined by differential leveling
 HV2754.and adjusted by the National Geodetic Survey in June 1991..
 HV2754
 HV2754.The geoid height was determined by GEOID03.
 HV2754
 HV2754.The dynamic height is computed by dividing the NAVD 88
 HV2754.geopotential number by the normal gravity value computed on the
 HV2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2754.degrees latitude (g = 980.6199 gals.).
 HV2754
 HV2754.The modeled gravity was interpolated from observed gravity values.
 HV2754
 HV2754;                    North         East    Units  Estimated Accuracy
 HV2754;SPC VA N     - 2,141,730.    3,590,190.      MT  (+/- 180 meters Scaled)
 HV2754
 HV2754                          SUPERSEDED SURVEY CONTROL
 HV2754
 HV2754  NGVD 29 (??/??/??)   87.205  (m)          286.11   (f) ADJUSTED    2 0
 HV2754
 HV2754.Superseded values are not recommended for survey control.
 HV2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2754.See file dsdata.txt to determine how the superseded data were derived.
 HV2754
 HV2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ868128(NAD 83)
 HV2754_MARKER: DR = REFERENCE MARK DISK
 HV2754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2754_SP_SET: RUNWAY
 HV2754_STAMPING: DULLES 36L NO 2 1960
 HV2754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2754
 HV2754  HISTORY     - Date     Condition        Report By
 HV2754  HISTORY     - 1960     MONUMENTED       CGS
 HV2754  HISTORY     - 1973     GOOD             NGS
 HV2754
 HV2754                          STATION DESCRIPTION
 HV2754
 HV2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2754'3.5 MI NW FROM CHANTILLY.
 HV2754'MARK IS LOCATED AT THE DULLES INTERNATIONAL AIRPORT AT CHANTILLY
 HV2754'NEAR THE SOUTH END OF THE WESTERLY OF TWO NORTH-SOUTH RAUNWAYS.
 HV2754'IT IS 199.15 FT. NORTHWEST OF TRIANGULATION STATION DULLES 36L 1960,
 HV2754'187.4 FT. NORTH OF THE SOUTHWEST CORNER AND 1.0 FT. EAST OF THE
 HV2754'WEST EDGE OF THE RUNWAY.  A STANDARD REFERENCE MARK DISK CEMENTED
 HV2754'IN THE CONCRETE RUNWAY AND STAMPED DULLES 36L NO 2 1960.
 HV2754
 HV2754                          STATION RECOVERY (1973)
 HV2754
 HV2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HV2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7664 ***********************************************************************
 AA7664  DESIGNATION -  DULLES 36 R RESET
 AA7664  PID         -  AA7664
 AA7664  STATE/COUNTY-  VA/FAIRFAX
 AA7664  USGS QUAD   -  HERNDON (1994)
 AA7664
 AA7664                         *CURRENT SURVEY CONTROL
 AA7664  ___________________________________________________________________
 AA7664* NAD 83(1993)-  38 55 25.54454(N)    077 26 11.20177(W)     ADJUSTED  
 AA7664* NAVD 88     -        95.02   (meters)     311.7    (feet)  LEVELING  
 AA7664  ___________________________________________________________________
 AA7664  X           -   1,080,803.359 (meters)                     COMP
 AA7664  Y           -  -4,849,724.508 (meters)                     COMP
 AA7664  Z           -   3,985,775.819 (meters)                     COMP
 AA7664  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 AA7664  ELLIP HEIGHT-          63.21  (meters)          (06/14/02) GPS OBS
 AA7664  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AA7664
 AA7664  HORZ ORDER  -  FIRST
 AA7664  VERT ORDER  -  THIRD ?
 AA7664  ELLP ORDER  -  FOURTH    CLASS I
 AA7664
 AA7664.The horizontal coordinates were established by GPS observations
 AA7664.and adjusted by the National Geodetic Survey in April 1999..
 AA7664
 AA7664.The orthometric height was determined by differential leveling.
 AA7664.The vertical network tie was performed by a horz. field party for horz.
 AA7664.obs reductions. Reset procedures were used to establish the elevation.
 AA7664
 AA7664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7664
 AA7664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7664
 AA7664.The ellipsoidal height was determined by GPS observations
 AA7664.and is referenced to NAD 83.
 AA7664
 AA7664.The geoid height was determined by GEOID03.
 AA7664
 AA7664;                    North         East     Units Scale Factor Converg.
 AA7664;SPC VA N     - 2,140,072.237 3,592,225.229   MT  0.99996264   +0 39 49.6
 AA7664;SPC VA N     - 7,021,220.33 11,785,492.27   sFT  0.99996264   +0 39 49.6
 AA7664;UTM  18      - 4,311,138.964   288,784.201   MT  1.00014937   -1 31 52.9
 AA7664
 AA7664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7664!SPC VA N     -   0.99999008  x   0.99996264  =   0.99995272
 AA7664!UTM  18      -   0.99999008  x   1.00014937  =   1.00013945
 AA7664
 AA7664:                Primary Azimuth Mark                     Grid Az
 AA7664:SPC VA N     -  DULLES 18 L AZ MK RESET                  000 54 13.3
 AA7664:UTM  18      -  DULLES 18 L AZ MK RESET                  003 05 55.8
 AA7664
 AA7664|---------------------------------------------------------------------|
 AA7664| PID    Reference Object                     Distance      Geod. Az  |
 AA7664|                                                           dddmmss.s |
 AA7664| AA8011 DULLES 18 L AZ MK RESET             APPROX. 1.4 KM 0013402.9 |
 AA7664| HV5268 AIRPORT BCN DULLES INTL APT         APPROX. 1.9 KM 0125921.5 |
 AA7664| HV2802 DULLES 36 R RM 1                                   02213     |
 AA7664| DC6222 DULLES 36 R RM 3                     60.597 METERS 02213     |
 AA7664| DC6223 DULLES 36 R RM 4                     60.256 METERS 33821     |
 AA7664| HV2804 DULLES 36 R RM 2                                   33822     |
 AA7664| HV5270 DULLES APT RADAR DOME               APPROX. 3.3 KM 3423228.0 |
 AA7664|---------------------------------------------------------------------|
 AA7664
 AA7664                          SUPERSEDED SURVEY CONTROL
 AA7664
 AA7664  ELLIP H (04/28/99)   63.21   (m)                       GP(       ) 3 1
 AA7664  NAD 83(1993)-  38 55 25.54387(N)    077 26 11.19973(W) AD(       ) 2
 AA7664  NAD 83(1993)-  38 55 25.54427(N)    077 26 11.20661(W) AD(       ) 2
 AA7664  NAD 83(1986)-  38 55 25.54398(N)    077 26 11.21410(W) AD(       ) 2
 AA7664
 AA7664.Superseded values are not recommended for survey control.
 AA7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7664.See file dsdata.txt to determine how the superseded data were derived.
 AA7664
 AA7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8878411139(NAD 83)
 AA7664_MARKER: DD = SURVEY DISK
 AA7664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7664_SP_SET: DISK SET IN DRILL HOLE IN RUNWAY
 AA7664_STAMPING: DULLES 36 R 1960 1979
 AA7664_MARK LOGO: NGS   
 AA7664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7664+STABILITY: SURFACE MOTION
 AA7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7664+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AA7664
 AA7664  HISTORY     - Date     Condition        Report By
 AA7664  HISTORY     - 1979     MONUMENTED       NGS
 AA7664  HISTORY     - 1981     GOOD             NGS
 AA7664  HISTORY     - 19920315 GOOD
 AA7664  HISTORY     - 19920414 GOOD             LOWE
 AA7664  HISTORY     - 19960624 GOOD             DEWDAV
 AA7664
 AA7664                          STATION DESCRIPTION
 AA7664
 AA7664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AA7664'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 AA7664'FOUND WITH THE DISK SHEARED OFF AND ONLY THE STEMS REMAINED.  NEW
 AA7664'DISKS WERE SET IN THE OLD DRILL HOLES.
 AA7664'
 AA7664'A NEW DESCRIPTION FOLLOWS--
 AA7664'
 AA7664'THE STATION IS LOCATED AT THE SOUTH END OF THE EASTERLY OF TWO
 AA7664'NORTH-SOUTH RUNWAYS, 2 FEET NORTH OF THE SOUTH END OF RUNWAY AND 1
 AA7664'FOOT EAST OF THE CENTERLINE.  A STANDARD DISK STAMPED---DULLES 36 R
 AA7664'1960 1979---CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY.
 AA7664'
 AA7664'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---DULLES 36 R 1960
 AA7664'NO 3 1979---CENENTED IN A DRILL HOLE IN THE RUNWAY, 1 FOOT WEST
 AA7664'OF THE EAST EDGE OF RUNWAY AND 187.2 FEET NORTH OF THE SOUTHEAST
 AA7664'CORNER OF RUNWAY.
 AA7664'
 AA7664'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---DULLES 36 R 1960 NO 4
 AA7664'1979---CEMENTED IN A DRILL HOLE IN THE RUNWAY, 1 FOOT EAST OF THE
 AA7664'WEST EDGE OF RUNWAY AND 185.2 FEET NORTH OF THE SOUTHWEST CORNER.
 AA7664'
 AA7664'THE AZIMUTH MARK IS A STANDARD STATION MARK DISK STAMPED---DULLES
 AA7664'AZ MK 1960 1979---CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY,
 AA7664'2 FEET WEST OF THE EAST EDGE.
 AA7664'
 AA7664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE EAST
 AA7664'EDGE OF RUNWAY FOR 0.9 MILE TO THE MARK.
 AA7664
 AA7664                          STATION RECOVERY (1981)
 AA7664
 AA7664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 AA7664'STATION RECOVERED.  STATION HAS BEEN RESET AND RESTAMPED 1979.
 AA7664'
 AA7664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 AA7664'INTERNATIONAL AIRPORT.
 AA7664
 AA7664                          STATION RECOVERY (1992)
 AA7664
 AA7664'RECOVERED 1992
 AA7664'RECOVERED IN GOOD CONDITION.
 AA7664
 AA7664                          STATION RECOVERY (1992)
 AA7664
 AA7664'RECOVERY NOTE BY LOWE ENGINEERS 1992 (DRW)
 AA7664'RECOVERED AS DESCRIBED.
 AA7664
 AA7664                          STATION RECOVERY (1996)
 AA7664
 AA7664'RECOVERY NOTE BY DEWBERRY DAVIS 1996 (JM)
 AA7664'THE STATION IS LOCATED AT DULLES AIRPORT WITHIN THE SECURITY AREA.  IT
 AA7664'IS AT THE SOUTH END OF RUNWAY 1R-19L, THE EASTERLY OF TWO NORTH-SOUTH
 AA7664'RUNWAYS AT DULLES AIRPORT.  THE STATION IS 2 FEETNORTH OF THE SOUTH
 AA7664'END OF RUNWAY 1R-19L AND 1 FOOTEAST OF THE RUNWAY CENTERLINE.  ACCESS
 AA7664'IS UNAUTHORIZED WITHOUT CLEARANCE FROM DULLES AIRPORT OPERATIONS,
 AA7664'RUNWAY SHUTDOWN, AND AN ESCORT.  THE MARK IS A STANDARD NGS
 AA7664'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AA7664'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5270 ***********************************************************************
 HV5270  DESIGNATION -  DULLES APT RADAR DOME
 HV5270  PID         -  HV5270
 HV5270  STATE/COUNTY-  VA/LOUDOUN
 HV5270  USGS QUAD   -  HERNDON (1994)
 HV5270
 HV5270                         *CURRENT SURVEY CONTROL
 HV5270  ___________________________________________________________________
 HV5270* NAD 83(1993)-  38 57 07.11383(N)    077 26 52.11287(W)     ADJUSTED  
 HV5270* NAVD 88     -                                                        
 HV5270  ___________________________________________________________________
 HV5270  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 HV5270  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV5270
 HV5270  HORZ ORDER  -  THIRD
 HV5270
 HV5270.The horizontal coordinates were established by classical geodetic methods
 HV5270.and adjusted by the National Geodetic Survey in November 1994..
 HV5270
 HV5270
 HV5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5270
 HV5270.The geoid height was determined by GEOID03.
 HV5270
 HV5270;                    North         East     Units Scale Factor Converg.
 HV5270;SPC VA N     - 2,143,192.686 3,591,203.940   MT  0.99996538   +0 39 24.1
 HV5270;SPC VA N     - 7,031,458.00 11,782,141.59   sFT  0.99996538   +0 39 24.1
 HV5270;UTM  18      - 4,314,296.842   287,883.042   MT  1.00015407   -1 32 22.0
 HV5270
 HV5270                          SUPERSEDED SURVEY CONTROL
 HV5270
 HV5270  NAD 83(1993)-  38 57 07.11334(N)    077 26 52.11814(W) AD(       ) 4
 HV5270  NAD 83(1986)-  38 57 07.11312(N)    077 26 52.12495(W) AD(       ) 4
 HV5270  NAD 27      -  38 57 06.70956(N)    077 26 53.16317(W) AD(       ) 3
 HV5270
 HV5270.Superseded values are not recommended for survey control.
 HV5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5270.See file dsdata.txt to determine how the superseded data were derived.
 HV5270
 HV5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8788314297(NAD 83)
 HV5270_MARKER: 26 = SPHERICAL RADOME
 HV5270
 HV5270  HISTORY     - Date     Condition        Report By
 HV5270  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5270  HISTORY     - 1977     GOOD             NGS
 HV5270
 HV5270                          STATION DESCRIPTION
 HV5270
 HV5270'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5270'THE STATION IS THE TOP CENTER OF THE WHITE DULLES AIRPORT CONTROL
 HV5270'TOWER RADAR DOME.  THE DOME IS ABOVE THE CONCRETE CONTROL TOWER OF
 HV5270'DULLES INTERNATIONAL AIRPORT AND IS 193.0 FEET HIGH.
 HV5270'
 HV5270'TO REACH THE STATION FROM THE JUNCTION OF DULLES AIRPORT ACCESS
 HV5270'ROAD AND INTERSTATE 495, GO WESTERLY ON DULLES AIRPORT ACCESS ROAD
 HV5270'FOR 15 MILES TO THE STATION AT THE DULLES INTERNATIONAL AIRPORT.
 HV5270
 HV5270                          STATION RECOVERY (1977)
 HV5270
 HV5270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 HV5270'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HV5270'
 HV5270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DULLES
 HV5270'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2621 ***********************************************************************
 HV2621  DESIGNATION -  DUM
 HV2621  PID         -  HV2621
 HV2621  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2621  USGS QUAD   -  QUANTICO (1994)
 HV2621
 HV2621                         *CURRENT SURVEY CONTROL
 HV2621  ___________________________________________________________________
 HV2621* NAD 83(1993)-  38 35 35.26368(N)    077 19 29.89832(W)     ADJUSTED  
 HV2621* NAVD 88     -        73.775  (meters)     242.04   (feet)  ADJUSTED  
 HV2621  ___________________________________________________________________
 HV2621  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HV2621  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV2621  DYNAMIC HT  -          73.733 (meters)     241.91  (feet)  COMP
 HV2621  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 HV2621
 HV2621  HORZ ORDER  -  SECOND
 HV2621  VERT ORDER  -  SECOND    CLASS 0
 HV2621
 HV2621.The horizontal coordinates were established by classical geodetic methods
 HV2621.and adjusted by the National Geodetic Survey in November 1994..
 HV2621
 HV2621.The orthometric height was determined by differential leveling
 HV2621.and adjusted by the National Geodetic Survey in June 1991..
 HV2621
 HV2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2621
 HV2621.The geoid height was determined by GEOID03.
 HV2621
 HV2621.The dynamic height is computed by dividing the NAVD 88
 HV2621.geopotential number by the normal gravity value computed on the
 HV2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2621.degrees latitude (g = 980.6199 gals.).
 HV2621
 HV2621.The modeled gravity was interpolated from observed gravity values.
 HV2621
 HV2621;                    North         East     Units Scale Factor Converg.
 HV2621;SPC VA N     - 2,103,490.908 3,602,360.780   MT  0.99994848   +0 44 00.1
 HV2621;SPC VA N     - 6,901,203.09 11,818,745.33   sFT  0.99994848   +0 44 00.1
 HV2621;UTM  18      - 4,274,190.672   297,516.260   MT  1.00010492   -1 27 02.8
 HV2621
 HV2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2621!SPC VA N     -   0.99999348  x   0.99994848  =   0.99994197
 HV2621!UTM  18      -   0.99999348  x   1.00010492  =   1.00009840
 HV2621
 HV2621:                Primary Azimuth Mark                     Grid Az
 HV2621:SPC VA N     -  WOODBRIDGE RAD STA WBVA MAST             024 31 35.0
 HV2621:UTM  18      -  WOODBRIDGE RAD STA WBVA MAST             026 42 37.9
 HV2621
 HV2621|---------------------------------------------------------------------|
 HV2621| PID    Reference Object                     Distance      Geod. Az  |
 HV2621|                                                           dddmmss.s |
 HV2621| HV5061 WOODBRIDGE RAD STA WBVA MAST        APPROX. 7.8 KM 0251535.1 |
 HV2621| HV5042 WOODBRIDGE US ARMY RELAY MAST       APPROX. 9.7 KM 0523233.3 |
 HV2621| HV2622 DUM RM 1                             25.208 METERS 11030     |
 HV2621| HV2539 PRINCE                              APPROX. 4.1 KM 2091850.0 |
 HV2621| HV2620 DUM AZ MK                                          3310347.2 |
 HV2621| HV2623 DUM RM 2                             21.619 METERS 35924     |
 HV2621|---------------------------------------------------------------------|
 HV2621
 HV2621                          SUPERSEDED SURVEY CONTROL
 HV2621
 HV2621  NAD 83(1993)-  38 35 35.26329(N)    077 19 29.90780(W) AD(       ) 2
 HV2621  NAD 83(1986)-  38 35 35.26482(N)    077 19 29.91073(W) AD(       ) 2
 HV2621  NAD 27      -  38 35 34.83841(N)    077 19 30.97114(W) AD(       ) 2
 HV2621  NGVD 29 (??/??/??)   74.036  (m)          242.90   (f) ADJUSTED    2 0
 HV2621
 HV2621.Superseded values are not recommended for survey control.
 HV2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2621.See file dsdata.txt to determine how the superseded data were derived.
 HV2621
 HV2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9751674191(NAD 83)
 HV2621_MARKER: DS = TRIANGULATION STATION DISK
 HV2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2621_STAMPING: DUM 1959
 HV2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2621+STABILITY: SURFACE MOTION
 HV2621
 HV2621  HISTORY     - Date     Condition        Report By
 HV2621  HISTORY     - 1959     MONUMENTED       CGS
 HV2621  HISTORY     - 1960     GOOD             CGS
 HV2621  HISTORY     - 1962     GOOD             CGS
 HV2621  HISTORY     - 1962     GOOD             CGS
 HV2621  HISTORY     - 1965     GOOD             AMS
 HV2621  HISTORY     - 1969     GOOD             USA
 HV2621
 HV2621                          STATION DESCRIPTION
 HV2621
 HV2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV2621'STATION IS LOCATED ABOUT 3.0 MILES WEST-NORTHWEST OF THE MOUTH
 HV2621'OF POWELLS CREEK, ABOUT 5.0 MILES NORTHWEST OF QUANTICO, ABOUT
 HV2621'1.7 MILES NORTH-NORTHEAST OF DUMFRIES AND ON THE PROPERTY OF
 HV2621'MR. CHARLES I. BAILEY.
 HV2621'
 HV2621'STATION, STAMPED DUM 1959, PROJECTS ABOUT 5 INCHES.  IT IS 17.4
 HV2621'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 9.5 FEET
 HV2621'NORTHWEST OF A STANDARD METAL WITNESS POST, 22.1 FEET NORTHWEST
 HV2621'OF A TRIANGULAR BLAZED PINE TREE AND 30.7 FEET SOUTHWEST OF A
 HV2621'10 INCH CEDAR TREE.
 HV2621'
 HV2621'R.M. 1, STAMPED DUM NO 1 1959, PROJECTS ABOUT 4 INCHES.  IT IS
 HV2621'5.0 FEET SOUTH OF A 12 INCH PINE TREE, 8.6 FEET NORTH OF A
 HV2621'16 INCH PINE TREE, 12.0 FEET NORTHEAST OF THE CENTERLINE OF
 HV2621'THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 HV2621'
 HV2621'R.M. 2, STAMPED DUM NO 2 1959, PROJECTS ABOUT 8 INCHES.  IT IS
 HV2621'20.7 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 4.7 FEET
 HV2621'SOUTH-SOUTHWEST OF A 8 INCH PINE TREE, ABOUT 4.0 FEET ABOVE
 HV2621'THE ELEVATION OF THE ROAD AND 2.0 FEET ABOVE THE ELEVATION OF
 HV2621'THE STATION.
 HV2621'
 HV2621'AZIMUTH MARK, STAMPED DUM 1959, PROJECTS ABOUT 4 INCHES.  IT IS
 HV2621'9.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.2 FEET
 HV2621'SOUTHEAST OF A STANDARD METAL WITNESS POST, 12.4 FEET SOUTH
 HV2621'OF A 12 INCH CEDAR TREE AND ABOUT 3.0 FEET ABOVE THE ELEVATION
 HV2621'OF THE ROAD.
 HV2621'
 HV2621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 HV2621'AND STATE HIGHWAY 234 IN DUMFRIES, GO NORTH ON STATE HIGHWAY 234
 HV2621'FOR 2.1 MILES.  TURN RIGHT, GO EAST ON DIRT ROAD FOR 0.25 MILE
 HV2621'TO A FORK.  TAKE RIGHT FORK AND GO 0.4 MILE TO THE AZIMUTH MARK
 HV2621'ON THE LEFT.  (THIS IS JUST BEFORE REACHING AN OLD HOUSE ON THE
 HV2621'RIGHT.) CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.1 MILE TO THE
 HV2621'TOP OF THE HILL AND THE STATION ON THE RIGHT.
 HV2621'
 HV2621'HEIGHT OF LIGHT ABOVE STATION MARK 22.09 METERS.
 HV2621
 HV2621                          STATION RECOVERY (1960)
 HV2621
 HV2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2621'2.8 MI N FROM DUMFRIES.
 HV2621'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 234 FROM THE JUNCTION
 HV2621'OF SOUTH-BOUND LANE OF U.S. HIGHWAY 1 AT DUMFRIES, THENCE ABOUT
 HV2621'0.3 MILE EAST ALONG A DIRT ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST A
 HV2621'A LESSER DIRT ROAD, 153 YARDS SOUTHEAST OF DUM AZIMUTH, DESCRIBED,
 HV2621'120 YARDS SOUTHEAST OF AN OLD ABANDONED HOUSE, 17 FEET SOUTHWEST
 HV2621'OF CENTER LINE OF ROAD AND CENTER OF Y JUNCTION OF ROADS LEADING
 HV2621'SOUTH AND SOUTHEAST, 22 1/2 FEET NORTHWEST OF A 12-INCH PINE
 HV2621'TREE WITH TRIANGULATION BLAZE, 70.9 FEET SOUTH OF R M 2, 82.7
 HV2621'FEET WEST-NORTHWEST OF R M 1, 9 1/2 FEET NORTHWEST OF A STEEL
 HV2621'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 HV2621'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HV2621
 HV2621                          STATION RECOVERY (1962)
 HV2621
 HV2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HV2621'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 HV2621'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 HV2621
 HV2621                          STATION RECOVERY (1962)
 HV2621
 HV2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2621'RECOVERED IN GOOD CONDITION.
 HV2621
 HV2621                          STATION RECOVERY (1965)
 HV2621
 HV2621'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 HV2621'STATION, R.M. 1 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 HV2621
 HV2621                          STATION RECOVERY (1969)
 HV2621
 HV2621'RECOVERY NOTE BY US ARMY 1969
 HV2621'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION, BUT ALL MARKS
 HV2621'ARE SET IN A VERY HEAVY WOODED AREA.  MUCH TREE CUTTING AND BRUSH
 HV2621'WORK WOULD BE NECESSARY TO CLEAR A SITE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2620 ***********************************************************************
 HV2620  DESIGNATION -  DUM AZ MK
 HV2620  PID         -  HV2620
 HV2620  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2620  USGS QUAD   -  QUANTICO (1994)
 HV2620
 HV2620                         *CURRENT SURVEY CONTROL
 HV2620  ___________________________________________________________________
 HV2620* NAD 83(1986)-  38 35 39.     (N)    077 19 33.     (W)     SCALED    
 HV2620* NAVD 88     -        70.546  (meters)     231.45   (feet)  ADJUSTED  
 HV2620  ___________________________________________________________________
 HV2620  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV2620  DYNAMIC HT  -          70.505 (meters)     231.32  (feet)  COMP
 HV2620  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 HV2620
 HV2620  VERT ORDER  -  SECOND    CLASS 0
 HV2620
 HV2620.The horizontal coordinates were scaled from a topographic map and have
 HV2620.an estimated accuracy of +/- 6 seconds.
 HV2620
 HV2620.The orthometric height was determined by differential leveling
 HV2620.and adjusted by the National Geodetic Survey in June 1991..
 HV2620
 HV2620.The geoid height was determined by GEOID03.
 HV2620
 HV2620.The dynamic height is computed by dividing the NAVD 88
 HV2620.geopotential number by the normal gravity value computed on the
 HV2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2620.degrees latitude (g = 980.6199 gals.).
 HV2620
 HV2620.The modeled gravity was interpolated from observed gravity values.
 HV2620
 HV2620;                    North         East    Units  Estimated Accuracy
 HV2620;SPC VA N     - 2,103,610.    3,602,280.      MT  (+/- 180 meters Scaled)
 HV2620
 HV2620                          SUPERSEDED SURVEY CONTROL
 HV2620
 HV2620  NGVD 29 (??/??/??)   70.807  (m)          232.31   (f) ADJUSTED    2 0
 HV2620
 HV2620.Superseded values are not recommended for survey control.
 HV2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2620.See file dsdata.txt to determine how the superseded data were derived.
 HV2620
 HV2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH974743(NAD 83)
 HV2620_MARKER: DZ = AZIMUTH MARK DISK
 HV2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2620_STAMPING: DUM 1959
 HV2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2620+STABILITY: SURFACE MOTION
 HV2620
 HV2620  HISTORY     - Date     Condition        Report By
 HV2620  HISTORY     - 1959     MONUMENTED       CGS
 HV2620  HISTORY     - 1960     GOOD             CGS
 HV2620  HISTORY     - 1962     GOOD             CGS
 HV2620
 HV2620                          STATION DESCRIPTION
 HV2620
 HV2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2620'2.8 MI N FROM DUMFRIES.
 HV2620'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 234 FROM THE
 HV2620'JUNCTION OF SOUTH-BOUND LANE OF U.S. HIGHWAY 1 AT DUMFRIES,
 HV2620'THENCE ABOUT 0.3 MILE EAST ALONG A DIRT ROAD, THENCE ABOUT
 HV2620'0.35 MILE SOUTHEAST ALONG A LESSER DIRT ROAD, 8 1/2 FEET NORTHEAST
 HV2620'OF CENTER LINE OF ROAD, 91 FEET NORTH OF AND ACROSS THE ROAD
 HV2620'FROM THE NORTH CORNER OF AN OLD ABANDONED HOUSE, 2.2 FEET
 HV2620'SOUTHEAST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 HV2620'LEVEL OF ROAD.  AND SET IN TOP OF A CONCRETE POST PROJECTING
 HV2620'5 INCHES.
 HV2620
 HV2620                          STATION RECOVERY (1962)
 HV2620
 HV2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2622 ***********************************************************************
 HV2622  DESIGNATION -  DUM RM 1
 HV2622  PID         -  HV2622
 HV2622  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2622  USGS QUAD   -  QUANTICO (1994)
 HV2622
 HV2622                         *CURRENT SURVEY CONTROL
 HV2622  ___________________________________________________________________
 HV2622* NAD 83(1986)-  38 35 34.     (N)    077 19 29.     (W)     SCALED    
 HV2622* NAVD 88     -        73.658  (meters)     241.66   (feet)  ADJUSTED  
 HV2622  ___________________________________________________________________
 HV2622  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV2622  DYNAMIC HT  -          73.615 (meters)     241.52  (feet)  COMP
 HV2622  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 HV2622
 HV2622  VERT ORDER  -  SECOND    CLASS 0
 HV2622
 HV2622.The horizontal coordinates were scaled from a topographic map and have
 HV2622.an estimated accuracy of +/- 6 seconds.
 HV2622
 HV2622.The orthometric height was determined by differential leveling
 HV2622.and adjusted by the National Geodetic Survey in June 1991..
 HV2622
 HV2622.The geoid height was determined by GEOID03.
 HV2622
 HV2622.The dynamic height is computed by dividing the NAVD 88
 HV2622.geopotential number by the normal gravity value computed on the
 HV2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2622.degrees latitude (g = 980.6199 gals.).
 HV2622
 HV2622.The modeled gravity was interpolated from observed gravity values.
 HV2622
 HV2622;                    North         East    Units  Estimated Accuracy
 HV2622;SPC VA N     - 2,103,450.    3,602,380.      MT  (+/- 180 meters Scaled)
 HV2622
 HV2622                          SUPERSEDED SURVEY CONTROL
 HV2622
 HV2622  NGVD 29 (??/??/??)   73.919  (m)          242.52   (f) ADJUSTED    2 0
 HV2622
 HV2622.Superseded values are not recommended for survey control.
 HV2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2622.See file dsdata.txt to determine how the superseded data were derived.
 HV2622
 HV2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH975741(NAD 83)
 HV2622_MARKER: DR = REFERENCE MARK DISK
 HV2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2622_STAMPING: DUM NO 1 1959
 HV2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2622+STABILITY: SURFACE MOTION
 HV2622
 HV2622  HISTORY     - Date     Condition        Report By
 HV2622  HISTORY     - 1959     MONUMENTED       CGS
 HV2622  HISTORY     - 1960     GOOD             CGS
 HV2622  HISTORY     - 1962     GOOD             CGS
 HV2622
 HV2622                          STATION DESCRIPTION
 HV2622
 HV2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2622'2.8 MI N FROM DUMFRIES.
 HV2622'82.7 FEET EAST-SOUTHEAST OF AND ACROSS A DIRT ROAD FROM
 HV2622'TRIANGULATION-STATION DUM, DESCRIBED, 127 FEET SOUTHEAST OF R M 2,
 HV2622'145 YARDS SOUTHEAST OF AN OLD ABANDONED HOUSE, 71 FEET EAST-SOUTHEAST
 HV2622'OF THE CENTER OF JUNCTION OF ROADS EAST AND SOUTHEAST, 11 1/2
 HV2622'FEET NORTHEAST OF CENTER LINE OF ROAD LEADING SOUTHEAST, ABOUT
 HV2622'LEVEL WITH ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 HV2622'3 INCHES.
 HV2622
 HV2622                          STATION RECOVERY (1962)
 HV2622
 HV2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2623 ***********************************************************************
 HV2623  DESIGNATION -  DUM RM 2
 HV2623  PID         -  HV2623
 HV2623  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2623  USGS QUAD   -  QUANTICO (1994)
 HV2623
 HV2623                         *CURRENT SURVEY CONTROL
 HV2623  ___________________________________________________________________
 HV2623* NAD 83(1986)-  38 35 34.     (N)    077 19 29.     (W)     SCALED    
 HV2623* NAVD 88     -        73.999  (meters)     242.78   (feet)  ADJUSTED  
 HV2623  ___________________________________________________________________
 HV2623  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV2623  DYNAMIC HT  -          73.957 (meters)     242.64  (feet)  COMP
 HV2623  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 HV2623
 HV2623  VERT ORDER  -  SECOND    CLASS 0
 HV2623
 HV2623.The horizontal coordinates were scaled from a topographic map and have
 HV2623.an estimated accuracy of +/- 6 seconds.
 HV2623
 HV2623.The orthometric height was determined by differential leveling
 HV2623.and adjusted by the National Geodetic Survey in June 1991..
 HV2623
 HV2623.The geoid height was determined by GEOID03.
 HV2623
 HV2623.The dynamic height is computed by dividing the NAVD 88
 HV2623.geopotential number by the normal gravity value computed on the
 HV2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2623.degrees latitude (g = 980.6199 gals.).
 HV2623
 HV2623.The modeled gravity was interpolated from observed gravity values.
 HV2623
 HV2623;                    North         East    Units  Estimated Accuracy
 HV2623;SPC VA N     - 2,103,450.    3,602,380.      MT  (+/- 180 meters Scaled)
 HV2623
 HV2623                          SUPERSEDED SURVEY CONTROL
 HV2623
 HV2623  NGVD 29 (??/??/??)   74.260  (m)          243.63   (f) ADJUSTED    2 0
 HV2623
 HV2623.Superseded values are not recommended for survey control.
 HV2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2623.See file dsdata.txt to determine how the superseded data were derived.
 HV2623
 HV2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH975741(NAD 83)
 HV2623_MARKER: DR = REFERENCE MARK DISK
 HV2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2623_STAMPING: DUM NO 2 1959
 HV2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2623+STABILITY: SURFACE MOTION
 HV2623
 HV2623  HISTORY     - Date     Condition        Report By
 HV2623  HISTORY     - 1959     MONUMENTED       CGS
 HV2623  HISTORY     - 1960     GOOD             CGS
 HV2623  HISTORY     - 1962     GOOD             CGS
 HV2623
 HV2623                          STATION DESCRIPTION
 HV2623
 HV2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2623'2.8 MI N FROM DUMFRIES.
 HV2623'70.9 FEET NORTH OF TRIANGULATION-STATION DUM, DESCRIBED, 127 FEET
 HV2623'NORTHWEST OF R M 1, 21 FEET NORTH-NORTHEAST OF CENTER LINE OF
 HV2623'DIRT ROAD, 100 YARDS SOUTHEAST OF AN OLD ABANDONED HOUSE, ABOUT
 HV2623'3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 HV2623'CONCRETE POST PROJECTING 5 INCHES.
 HV2623
 HV2623                          STATION RECOVERY (1962)
 HV2623
 HV2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5070 ***********************************************************************
 HV5070  DESIGNATION -  DUMFRIES
 HV5070  PID         -  HV5070
 HV5070  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5070  USGS QUAD   -  QUANTICO (1994)
 HV5070
 HV5070                         *CURRENT SURVEY CONTROL
 HV5070  ___________________________________________________________________
 HV5070* NAD 83(1993)-  38 36 31.26045(N)    077 21 46.74673(W)     ADJUSTED  
 HV5070* NAVD 88     -        97.32   (+/-2cm)     319.3    (feet)  VERTCON   
 HV5070  ___________________________________________________________________
 HV5070  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV5070  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HV5070
 HV5070  HORZ ORDER  -  FIRST
 HV5070  VERT ORDER  -  THIRD ? (See Below)
 HV5070
 HV5070.The horizontal coordinates were established by classical geodetic methods
 HV5070.and adjusted by the National Geodetic Survey in November 1994..
 HV5070
 HV5070.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5070.The vertical order pertains to the NGVD 29 superseded value.
 HV5070
 HV5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5070
 HV5070.The geoid height was determined by GEOID03.
 HV5070
 HV5070;                    North         East     Units Scale Factor Converg.
 HV5070;SPC VA N     - 2,105,175.676 3,599,028.085   MT  0.99994840   +0 42 34.7
 HV5070;SPC VA N     - 6,906,730.53 11,807,811.31   sFT  0.99994840   +0 42 34.7
 HV5070;UTM  18      - 4,276,001.542   294,249.665   MT  1.00012134   -1 28 30.1
 HV5070
 HV5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5070!SPC VA N     -   0.99998978  x   0.99994840  =   0.99993818
 HV5070!UTM  18      -   0.99998978  x   1.00012134  =   1.00011112
 HV5070
 HV5070:                Primary Azimuth Mark                     Grid Az
 HV5070:SPC VA N     -  HOADLY                                   000 00 42.0
 HV5070:UTM  18      -  HOADLY                                   002 11 46.8
 HV5070
 HV5070|---------------------------------------------------------------------|
 HV5070| PID    Reference Object                     Distance      Geod. Az  |
 HV5070|                                                           dddmmss.s |
 HV5070| HV5054 HOADLY                              APPROX. 7.6 KM 0004316.7 |
 HV5070| DC6224 DUMFRIES AZ MK                                     1154521.3 |
 HV5070| HV5086 DUMFRIES MUN STANDPIPE              APPROX. 5.1 KM 1372706.6 |
 HV5070| HV5085 DUMFRIES 1942 RM A                   25.876 METERS 24007     |
 HV5070| DC6225 DUMFRIES RM 1                        32.598 METERS 25223     |
 HV5070| DC6227 DUMFRIES RM 3                        20.379 METERS 28458     |
 HV5070| HV5091 WASHINGTON ATLANTA AWY BCN 55       APPROX. 2.9 KM 2891549.2 |
 HV5070| DC6226 DUMFRIES RM 2                        31.419 METERS 35458     |
 HV5070|---------------------------------------------------------------------|
 HV5070
 HV5070                          SUPERSEDED SURVEY CONTROL
 HV5070
 HV5070  NAD 83(1993)-  38 36 31.25942(N)    077 21 46.75489(W) AD(       ) 1
 HV5070  NAD 83(1986)-  38 36 31.25982(N)    077 21 46.76086(W) AD(       ) 1
 HV5070  NAD 27      -  38 36 30.83535(N)    077 21 47.81557(W) AD(       ) 1
 HV5070  NGVD 29 (07/19/86)   97.57   (m)          320.1    (f) LEVELING    3  
 HV5070
 HV5070.Superseded values are not recommended for survey control.
 HV5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5070.See file dsdata.txt to determine how the superseded data were derived.
 HV5070
 HV5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9425076002(NAD 83)
 HV5070_MARKER: DS = TRIANGULATION STATION DISK
 HV5070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5070
 HV5070  HISTORY     - Date     Condition        Report By
 HV5070  HISTORY     - 1942     MONUMENTED       CGS
 HV5070  HISTORY     - 1966     GOOD             CGS
 HV5070
 HV5070                          STATION DESCRIPTION
 HV5070
 HV5070'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 HV5070'STATION IS LOCATED ABOUT 13 MILES SSE OF MANASSAS ON THE S SIDE
 HV5070'AND ADJACENT TO STATE HIGHWAY 234.  IT IS ON LAND OWNED BY A
 HV5070'MR. COMBS AND OCCUPIED BY H.L. COOK.  THE MARK IS SET ABOUT
 HV5070'2 FEET UNDER THE SURFACE, 33 FEET SW OF THE SW CORNER OF THE COOK
 HV5070'HOUSE, 33 FEET NW OF A TRIANGULAR-BLAZED APPLE TREE AND 193 FEET
 HV5070'S OF THE CENTER LINE OF STATE HIGHWAY 234.  THE MARK IS STAMPED
 HV5070'DUMFRIES 1942.
 HV5070'
 HV5070'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5070'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5070'
 HV5070'REFERENCE MARK NO. 1 IS SW OF THE STATION, 10 FEET E OF THE
 HV5070'CENTER LINE OF COUNTY HIGHWAY 643 AND 36 FEET S OF AN APPLE
 HV5070'TREE.  IT IS STAMPED DUMFRIES NO. 1 1942 AND PROJECTS ABOUT 4
 HV5070'INCHES.
 HV5070'
 HV5070'REFERENCE MARK NO. 2 IS N OF THE STATION, 18 FEET E OF THE
 HV5070'CENTER LINE OF COUNTY HIGHWAY 643 AND 90 FEET S OF THE CENTER LINE
 HV5070'OF STATE HIGHWAY 234.  IT IS STAMPED DUMFRIES NO. 2 1942 AND
 HV5070'PROJECTS ABOUT 4 INCHES.
 HV5070'
 HV5070'THE AZIMUTH MARK IS ESE OF THE STATION, 57 FEET S OF THE
 HV5070'CENTER LINE OF STATE HIGHWAY 234, 24 FEET E OF THE CENTER LINE OF
 HV5070'COUNTY HIGHWAY 632 AND 4 FEET SE OF A WHITE REFERENCE POST.  IT
 HV5070'IS STAMPED DUMFRIES 1942 AND PROJECTS ABOUT 2 INCHES.
 HV5070'
 HV5070'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28
 HV5070'AND 234 AT THE W EDGE OF MANASSAS, GO S ON STATE HIGHWAY 234
 HV5070'FOR 13.9 MILES TO THE JUNCTION WITH COUNTY HIGHWAY 643 AND STATION
 HV5070'ON THE RIGHT NEAR THE COOK HOME.
 HV5070'
 HV5070'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON STATE HIGHWAY
 HV5070'234 TO THE JUNCTION WITH COUNTY HIGHWAY 632 AND AZIMUTH MARK IN
 HV5070'SE ANGLE.
 HV5070'
 HV5070'A 103-FOOT SIGNAL AT WIG 1934 IS VISIBLE AT 90 FEET.
 HV5070'
 HV5070'A 103-FOOT SIGNAL AT RESERVOIR 1934 IS VISIBLE AT 90 FEET.
 HV5070'
 HV5070'A 103-FOOT SIGNAL AT MOUNTS 1934 IS VISIBLE AT 90 FEET.
 HV5070'
 HV5070'A 90-FOOT SIGNAL AT JOPLIN IS VISIBLE AT 80 FEET.
 HV5070'
 HV5070'A 90-FOOT SIGNAL AT DAVID IS VISIBLE AT 80 FEET.
 HV5070'
 HV5070'A 50-FOOT SIGNAL AT BEACON IS VISIBLE AT 64 FEET.
 HV5070'
 HV5070'A 90-FOOT SIGNAL AT HOADLY IS VISIBLE AT 50 FEET.
 HV5070'
 HV5070'A 90-FOOT SIGNAL AT WOODBINE IS VISIBLE AT 64 FEET.
 HV5070'
 HV5070'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 HV5070
 HV5070                          STATION RECOVERY (1966)
 HV5070
 HV5070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5070'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HV5070'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO
 HV5070'TIMBER GROWTH AND IS AS DESCRIBED BELOW.  REFERENCE MARK NO. 2 WAS
 HV5070'RECOVERED LEANING SLIGHTLY TO THE WEST AND MISSED THE PREVIOUS
 HV5070'DISTANCE 0.03 FOOT.  REFERENCE MARK NO. 1 WAS NOT RECOVERED AND
 HV5070'IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD GRADING.  REFERENCE
 HV5070'MARK NO. 3 WAS ESTABLISHED.
 HV5070'
 HV5070'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HV5070'
 HV5070'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF MANASSAS,
 HV5070'3-1/2 MILES NORTHWEST OF DUMFRIES AND ON THE SOUTH SIDE OF STATE
 HV5070'HIGHWAY 234, ON PROPERTY OWNED BY MR. FREEMAN BRADFORD.
 HV5070'
 HV5070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 HV5070'HIGHWAY 234, 1.0 MILE NORTH OF DUMFRIES, GO WEST-NORTHWEST ON
 HV5070'HIGHWAY 234 FOR 0.55 MILE TO INTERSTATE HIGHWAY 95.  CROSS OVER
 HV5070'HIGHWAY 95 AND CONTINUE WESTERLY ON HIGHWAY 234 FOR 2.7 MILES TO
 HV5070'COUNTY ROUTE 632 ON THE LEFT AND THE AZIMUTH MARK IN THE
 HV5070'SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE WEST ON HIGHWAY
 HV5070'234 FOR 0.6 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND
 HV5070'GO SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HV5070'
 HV5070'THE STATION MARK IS A STANDARD DISK STAMPED DUMFRIES 1942, SET IN AN
 HV5070'IRREGULAR MASS OF CONCRETE 6 INCHES BELOW THE SURFACE OF THE
 HV5070'GROUND.  IT IS 61.5 FEET SOUTHEAST OF A POWER POLE WITH
 HV5070'TRANSFORMER, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 HV5070'31.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 23.5 FEET WEST OF A
 HV5070'POWER POLE.
 HV5070'
 HV5070'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DUMFRIES NO 2 1942,
 HV5070'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 HV5070'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 78 FEET NORTHWEST OF
 HV5070'THE NORTHWEST CORNER OF THE HOUSE AND 9 FEET EAST OF A CONCRETE
 HV5070'HIGHWAY RIGHT-OF-WAY MONUMENT.
 HV5070'
 HV5070'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DUMFRIES NO 3 1942
 HV5070'1966, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 HV5070'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36 FEET
 HV5070'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE GRAVEL ROAD AND
 HV5070'THE DRIVEWAY, 11 FEET SOUTHWEST OF THE POWER POLE WITH
 HV5070'TRANSFORMER AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 HV5070'
 HV5070'AZIMUTH MARK IS A STANDARD DISK STAMPED DUMFRIES 1942, SET IN TOP
 HV5070'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 HV5070'SURFACE OF THE GROUND.  IT IS 50 FEET SOUTH-SOUTHWEST OF THE CENTER
 HV5070'OF HIGHWAY 234, 24 FEET SOUTHWEST OF A SIGN PRINCE WILLIAM FOREST
 HV5070'TRAVEL TRAILER VILLAGE 700 FEET AND 3.5 FEET NORTH OF A WITNESS
 HV5070'POST.
 HV5070'
 HV5070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 HV5070'NORTHWEST OF DUMFRIES.
 HV5070'
 HV5070'HEIGHT OF LIGHT ABOVE STATION MARK 87.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5085 ***********************************************************************
 HV5085  DESIGNATION -  DUMFRIES 1942 RM A
 HV5085  PID         -  HV5085
 HV5085  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5085  USGS QUAD   -  QUANTICO (1994)
 HV5085
 HV5085                         *CURRENT SURVEY CONTROL
 HV5085  ___________________________________________________________________
 HV5085* NAD 83(1993)-  38 36 30.84227(N)    077 21 47.67397(W)     ADJUSTED  
 HV5085* NAVD 88     -        96.96   (+/-2cm)     318.1    (feet)  VERTCON   
 HV5085  ___________________________________________________________________
 HV5085  X           -   1,091,791.864 (meters)                     COMP
 HV5085  Y           -  -4,869,719.205 (meters)                     COMP
 HV5085  Z           -   3,958,494.478 (meters)                     COMP
 HV5085  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV5085  ELLIP HEIGHT-          64.77  (meters)          (05/17/02) GPS OBS
 HV5085  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HV5085
 HV5085  HORZ ORDER  -  FIRST
 HV5085  VERT ORDER  -  THIRD ? (See Below)
 HV5085  ELLP ORDER  -  FOURTH    CLASS II
 HV5085
 HV5085.The horizontal coordinates were established by classical geodetic methods
 HV5085.and adjusted by the National Geodetic Survey in November 1994..
 HV5085
 HV5085.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5085.The vertical order pertains to the NGVD 29 superseded value.
 HV5085
 HV5085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV5085
 HV5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5085
 HV5085.The ellipsoidal height was determined by GPS observations
 HV5085.and is referenced to NAD 83.
 HV5085
 HV5085.The geoid height was determined by GEOID03.
 HV5085
 HV5085;                    North         East     Units Scale Factor Converg.
 HV5085;SPC VA N     - 2,105,162.505 3,599,005.813   MT  0.99994840   +0 42 34.1
 HV5085;SPC VA N     - 6,906,687.32 11,807,738.24   sFT  0.99994840   +0 42 34.1
 HV5085;UTM  18      - 4,275,989.227   294,226.903   MT  1.00012146   -1 28 30.6
 HV5085
 HV5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5085!SPC VA N     -   0.99998984  x   0.99994840  =   0.99993824
 HV5085!UTM  18      -   0.99998984  x   1.00012146  =   1.00011130
 HV5085
 HV5085:                Primary Azimuth Mark                     Grid Az
 HV5085:SPC VA N     -  HOADLY                                   000 10 42.1
 HV5085:UTM  18      -  HOADLY                                   002 21 46.8
 HV5085
 HV5085|---------------------------------------------------------------------|
 HV5085| PID    Reference Object                     Distance      Geod. Az  |
 HV5085|                                                           dddmmss.s |
 HV5085| HV5054 HOADLY                              APPROX. 7.7 KM 0005316.2 |
 HV5085| HV5070 DUMFRIES                             25.876 METERS 06007     |
 HV5085| HV5086 DUMFRIES MUN STANDPIPE              APPROX. 5.1 KM 1371000.6 |
 HV5085|---------------------------------------------------------------------|
 HV5085
 HV5085                          SUPERSEDED SURVEY CONTROL
 HV5085
 HV5085  ELLIP H (11/14/94)   64.72   (m)                       GP(       ) 4 2
 HV5085  NAD 83(1993)-  38 36 30.84124(N)    077 21 47.68212(W) AD(       ) 1
 HV5085  NAD 83(1986)-  38 36 30.84150(N)    077 21 47.68841(W) AD(       ) 1
 HV5085  NAD 27      -  38 36 30.41719(N)    077 21 48.74275(W) AD(       ) 1
 HV5085  NGVD 29 (07/19/86)   97.21   (m)          318.9    (f) LEVELING    3  
 HV5085
 HV5085.Superseded values are not recommended for survey control.
 HV5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5085.See file dsdata.txt to determine how the superseded data were derived.
 HV5085
 HV5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9422775989(NAD 83)
 HV5085_MARKER: DS = TRIANGULATION STATION DISK
 HV5085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5085_SP_SET: CONCRETE POST
 HV5085_STAMPING: DUMFRIES RM A 1966
 HV5085_MARK LOGO: CGS   
 HV5085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5085+STABILITY: SURFACE MOTION
 HV5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5085+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV5085
 HV5085  HISTORY     - Date     Condition        Report By
 HV5085  HISTORY     - 1966     MONUMENTED       CGS
 HV5085  HISTORY     - 1966     GOOD             CGS
 HV5085  HISTORY     - 1989     GOOD             VADHT
 HV5085  HISTORY     - 19911010 GOOD             MSI
 HV5085  HISTORY     - 20000101 MARK NOT FOUND   GEOMET
 HV5085
 HV5085                          STATION DESCRIPTION
 HV5085
 HV5085'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5085'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHEAST OF MANASSAS, 3-1/2
 HV5085'MILES NORTHWEST OF DUMFRIES AND ON THE SOUTH SIDE OF STATE HIGHWAY
 HV5085'234, ON PROPERTY OWNED BY MR. FREEMAN BRADFORD.
 HV5085'
 HV5085'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED
 HV5085'DUMFRIES RM A 1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 12
 HV5085'INCHES IN DIAMETER AND 18 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5085'IT IS 69 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 61 FEET
 HV5085'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 39 FEET
 HV5085'EAST-NORTHEAST OF THE CENTER OF A GRADED DIRT ROAD.
 HV5085'
 HV5085'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUMFRIES
 HV5085'1942, THE DISTANCE BEING 25.8752 METERS AND 84.892 FEET SOUTHEAST.
 HV5085'
 HV5085'NOTE--FOR A ROUTE TO REACH THE STATION SEE DESCRIPTION FOR
 HV5085'TRIANGULATION STATION DUMFRIES 1942 THEREOF.
 HV5085'
 HV5085'HEIGHT OF TELESCOPE USED WAS 24.29 METERS.
 HV5085
 HV5085                          STATION RECOVERY (1966)
 HV5085
 HV5085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HV5085'RECOVERED IN GOOD CONDITION.
 HV5085
 HV5085                          STATION RECOVERY (1989)
 HV5085
 HV5085'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 HV5085'RECOVERED IN GOOD CONDITION.
 HV5085
 HV5085                          STATION RECOVERY (1991)
 HV5085
 HV5085'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV5085'RECOVERED IN GOOD CONDITION.
 HV5085
 HV5085                          STATION RECOVERY (2000)
 HV5085
 HV5085'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000
 HV5085'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5086 ***********************************************************************
 HV5086  DESIGNATION -  DUMFRIES MUN STANDPIPE
 HV5086  PID         -  HV5086
 HV5086  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5086  USGS QUAD   -  QUANTICO (1994)
 HV5086
 HV5086                         *CURRENT SURVEY CONTROL
 HV5086  ___________________________________________________________________
 HV5086* NAD 83(1993)-  38 34 30.04094(N)    077 19 25.03783(W)     ADJUSTED  
 HV5086* NAVD 88     -                                                        
 HV5086  ___________________________________________________________________
 HV5086  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HV5086  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV5086
 HV5086  HORZ ORDER  -  THIRD
 HV5086
 HV5086.The horizontal coordinates were established by classical geodetic methods
 HV5086.and adjusted by the National Geodetic Survey in November 1994..
 HV5086
 HV5086
 HV5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5086
 HV5086.The geoid height was determined by GEOID03.
 HV5086
 HV5086;                    North         East     Units Scale Factor Converg.
 HV5086;SPC VA N     - 2,101,481.511 3,602,504.158   MT  0.99994866   +0 44 03.1
 HV5086;SPC VA N     - 6,894,610.59 11,819,215.73   sFT  0.99994866   +0 44 03.1
 HV5086;UTM  18      - 4,272,176.957   297,582.975   MT  1.00010459   -1 26 57.7
 HV5086
 HV5086                          SUPERSEDED SURVEY CONTROL
 HV5086
 HV5086  NAD 83(1993)-  38 34 30.03968(N)    077 19 25.04544(W) AD(       ) 4
 HV5086  NAD 83(1986)-  38 34 30.04017(N)    077 19 25.05217(W) AD(       ) 4
 HV5086  NAD 27      -  38 34 29.61259(N)    077 19 26.11243(W) AD(       ) 3
 HV5086
 HV5086.Superseded values are not recommended for survey control.
 HV5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5086.See file dsdata.txt to determine how the superseded data were derived.
 HV5086
 HV5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9758372177(NAD 83)
 HV5086_MARKER: 52 = STANDPIPE TANK
 HV5086
 HV5086  HISTORY     - Date     Condition        Report By
 HV5086  HISTORY     - 1966     FIRST OBSERVED   CGS
 HV5086
 HV5086                          STATION DESCRIPTION
 HV5086
 HV5086'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5086'THE VENT AT THE TOP CENTER OF THE DUMFRIES MUNICIPAL STANDPIPE,
 HV5086'LOCATED AT THE NORTH EDGE OF DUMFRIES AND BETWEEN INTERSTATE HIGHWAY
 HV5086'95 AND U.S. HIGHWAY 1.  THE STANDPIPE IS PAINTED GREEN AND PROJECTS
 HV5086'ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3989 ***********************************************************************
 FX3989  DESIGNATION -  DUMP
 FX3989  PID         -  FX3989
 FX3989  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3989  USGS QUAD   -  CHUCKATUCK (1990)
 FX3989
 FX3989                         *CURRENT SURVEY CONTROL
 FX3989  ___________________________________________________________________
 FX3989* NAD 83(1993)-  36 48 27.26274(N)    076 32 48.72048(W)     ADJUSTED  
 FX3989* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 FX3989  ___________________________________________________________________
 FX3989  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 FX3989  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 FX3989
 FX3989  HORZ ORDER  -  THIRD
 FX3989
 FX3989.The horizontal coordinates were established by classical geodetic methods
 FX3989.and adjusted by the National Geodetic Survey in September 1995..
 FX3989
 FX3989.The orthometric height was scaled from a topographic map.
 FX3989
 FX3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3989
 FX3989.The geoid height was determined by GEOID03.
 FX3989
 FX3989;                    North         East     Units Scale Factor Converg.
 FX3989;SPC VA S     - 1,054,431.389 3,674,275.084   MT  0.99999283   +1 11 07.5
 FX3989;SPC VA S     - 3,459,413.65 12,054,684.17   sFT  0.99999283   +1 11 07.5
 FX3989;UTM  18      - 4,074,642.289   362,015.048   MT  0.99983456   -0 55 36.9
 FX3989
 FX3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3989!SPC VA S     -   1.00000452  x   0.99999283  =   0.99999735
 FX3989!UTM  18      -   1.00000452  x   0.99983456  =   0.99983908
 FX3989
 FX3989|---------------------------------------------------------------------|
 FX3989| PID    Reference Object                     Distance      Geod. Az  |
 FX3989|                                                           dddmmss.s |
 FX3989| DC8808 DUMP RM 2                            11.119 METERS 06822     |
 FX3989| DC8807 DUMP RM 1                            17.767 METERS 14555     |
 FX3989| FX3995 GREGORY                             APPROX. 1.5 KM 2051603.5 |
 FX3989|---------------------------------------------------------------------|
 FX3989
 FX3989                          SUPERSEDED SURVEY CONTROL
 FX3989
 FX3989  NAD 83(1986)-  36 48 27.26861(N)    076 32 48.75169(W) AD(       ) 3
 FX3989  NAD 27      -  36 48 26.72700(N)    076 32 49.92000(W) AD(       ) 3
 FX3989
 FX3989.Superseded values are not recommended for survey control.
 FX3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3989.See file dsdata.txt to determine how the superseded data were derived.
 FX3989
 FX3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6201574642(NAD 83)
 FX3989_MARKER: DS = TRIANGULATION STATION DISK
 FX3989_SETTING: 0 = UNSPECIFIED SETTING
 FX3989
 FX3989  HISTORY     - Date     Condition        Report By
 FX3989  HISTORY     - 1934     MONUMENTED       CGS
 FX3989  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX3989  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FX3989
 FX3989                          STATION DESCRIPTION
 FX3989
 FX3989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3989'ON NANSEMOND RIVER, ON PROPERTY OWNED BY L.J. UPTON AND
 FX3989'OPERATED BY J.U. GREGORY, ON A STEEP 20-FOOT EMBANKMENT,
 FX3989'131 FEET TOWARDS STATION SACK TO THE SHORE OF A 30-FOOT ARM
 FX3989'OF THE NANSEMOND RIVER AND 483 FEET FROM SOUTHWEST CORNER
 FX3989'OF AN L-SHAPED ONE-STORY FRAME HOUSE.
 FX3989'
 FX3989'THE PLACE IS REACHED FROM SUFFOLK BY PROCEEDING ALONG THE
 FX3989'ROAD TOWARD DRIVERS TO A POINT 3-1/2 MILES AFTER PASSING
 FX3989'THROUGH MAGNOLIA.  THERE IS A STRAIGHT DIRT ROAD LEADING LEFT
 FX3989'FROM THIS PLACE, AND AN OAK TREE 4 FEET IN DIAMETER WHERE
 FX3989'THE ROADS JOIN.  FOLLOW THE ROAD ABOUT 0.7 MILE TO THE FARM
 FX3989'BUILDINGS OF MR. GREGORY, AND TURN RIGHT ONTO A LANE JUST
 FX3989'BEFORE REACHING THE BARN.  THIS LANE LEADS TO A HOUSE
 FX3989'FROM WHICH THE MONUMENT IS 150 METERS DISTANT ACROSS A FIELD
 FX3989'TOWARD THE RIVER.
 FX3989'
 FX3989'THE MARK IS A STANDARD DISK EMBEDDED IN CONCRETE WHICH IS
 FX3989'IN TURN EMBEDDED IN A 4-FOOT GUMWOOD STUMP PROTRUDING 3
 FX3989'FEET ABOVE THE GROUND.  THE STUMP IS ABOUT HALF-WAY UP THE
 FX3989'SIDE OF THE EMBANKMENT IN THE HEAVY FRINGE OF TREES.
 FX3989'
 FX3989'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 FX3989'AS DESCRIBED, BOTH IN A PLOWED FIELD ON THE
 FX3989'EDGE OF BRUSH LAND.
 FX3989'
 FX3989'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 FX3989
 FX3989                          STATION RECOVERY (1943)
 FX3989
 FX3989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3989'STATION AND REFERENCE MARKS NOT RECOVERED.  NEGRO HOUSE
 FX3989'4400 FEET N OF GREGORY BARNS IN AN ABANDONED FIELD FRINGED
 FX3989'BY TALL TREES WAS VISITED, AND A THOROUGH SEARCH MADE ALL
 FX3989'AROUND THE POINT OF LAND, BOTH IN THE FIELD AND TREES AND
 FX3989'IN THE MARSH.  NO EVIDENC OF A FOUR-FOOT STUMP COULD BE FOUND.
 FX3989'THE FIELD IS OVERGROWN WITH WEEDS AND IT IS POSSIBLE THAT
 FX3989'REFERENCE MARKS COULD BE RECOVERED AT A DIFFERENT SEASON
 FX3989'OF THE YEAR.
 FX3989'
 FX3989'THE OAK TREE, 4 FEET IN DIAMETER, WHERE THE ROADS JOIN IS
 FX3989'NO LONGER THERE AND THAT PART OF THE DESCRIPTION SHOULD BE
 FX3989'DELETED.
 FX3989
 FX3989                          STATION RECOVERY (1944)
 FX3989
 FX3989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3989'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FX3989'BY H.A.S. IN 1934 WITH FOLLOWING ADDITIONS AND CORRECTIONS--
 FX3989'
 FX3989'THE STUMP HAS ROTTED UNDER THE STATION, WHICH IS NOW LOOSE
 FX3989'ON TOP OF WHAT REMAINS OF THE STUMP.  THE STATION IS LOST
 FX3989'FOR TRIANGULATION PURPOSES.  THE STUMP OS NOW COVERED WITH
 FX3989'BRUSH AND HONEYSUCKLE VINES.  BOTH REFERENCE MARKS ARE IN
 FX3989'GOOD CONDITION, AND ABOUT 10 FEET FROM THE EDGE OF THE FIELD.
 FX3989'BRUSH AND HONEYSUCKLE VINES COVER THEM.
 FX3989'
 FX3989'THE OAK TREE, FOUR FEET IN DIAMETER, WHERE THE ROADS JOIN
 FX3989'IS NO LONGER THERE AND SHOULD BE DELETED FROM THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3023 ***********************************************************************
 FX3023  DESIGNATION -  DUMPING GROUND BEACON 3
 FX3023  PID         -  FX3023
 FX3023  STATE/COUNTY-  VA/C OF NORFOLK
 FX3023  USGS QUAD   -  LITTLE CREEK (1989)
 FX3023
 FX3023                         *CURRENT SURVEY CONTROL
 FX3023  ___________________________________________________________________
 FX3023* NAD 83(1993)-  36 59 28.48546(N)    076 14 45.48925(W)     ADJUSTED  
 FX3023* NAVD 88     -                                                        
 FX3023  ___________________________________________________________________
 FX3023  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FX3023  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 FX3023
 FX3023  HORZ ORDER  -  THIRD
 FX3023
 FX3023.The horizontal coordinates were established by classical geodetic methods
 FX3023.and adjusted by the National Geodetic Survey in September 1995..
 FX3023
 FX3023
 FX3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3023
 FX3023.The geoid height was determined by GEOID03.
 FX3023
 FX3023;                    North         East     Units Scale Factor Converg.
 FX3023;SPC VA S     - 1,075,406.657 3,700,632.325   MT  0.99996683   +1 22 04.9
 FX3023;SPC VA S     - 3,528,230.01 12,141,157.89   sFT  0.99996683   +1 22 04.9
 FX3023;UTM  18      - 4,094,626.709   389,123.415   MT  0.99975145   -0 44 59.2
 FX3023
 FX3023                          SUPERSEDED SURVEY CONTROL
 FX3023
 FX3023  NAD 83(1986)-  36 59 28.49102(N)    076 14 45.52637(W) AD(       ) 4
 FX3023  NAD 27      -  36 59 27.96000(N)    076 14 46.68000(W) AD(       ) 3
 FX3023
 FX3023.Superseded values are not recommended for survey control.
 FX3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3023.See file dsdata.txt to determine how the superseded data were derived.
 FX3023
 FX3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8912394627(NAD 83)
 FX3023_MARKER: 12 = DOLPHIN
 FX3023
 FX3023  HISTORY     - Date     Condition        Report By
 FX3023  HISTORY     - 1919     FIRST OBSERVED   CGS
 FX3023  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX3023
 FX3023                          STATION DESCRIPTION
 FX3023
 FX3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 FX3023'A PILE DOLPHIN MARKING THE NORTHEAST CORNER OF THE DUMPING
 FX3023'GROUND ON WILLOUGHBY SPIT BANK, EASTWARD OF FORT WOOL.
 FX3023
 FX3023                          STATION RECOVERY (1943)
 FX3023
 FX3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3023'SEARCHED FOR BUT NOT RECOVERED.  THERE ARE SEVERAL PILE DOLPHINS
 FX3023'IN THIS AREA, AND COULD NOT DETERMINE WHICH ONE WOULD BE A
 FX3023'CORNER MARKING THE PROPERTY OF THE DUMPING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4865 ***********************************************************************
 HV4865  DESIGNATION -  DUN LORING FALLS CH STANDPIPE
 HV4865  PID         -  HV4865
 HV4865  STATE/COUNTY-  VA/FAIRFAX
 HV4865  USGS QUAD   -  FALLS CHURCH (1994)
 HV4865
 HV4865                         *CURRENT SURVEY CONTROL
 HV4865  ___________________________________________________________________
 HV4865* NAD 83(1993)-  38 53 50.08115(N)    077 13 33.41548(W)     ADJUSTED  
 HV4865* NAVD 88     -                                                        
 HV4865  ___________________________________________________________________
 HV4865  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HV4865  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV4865
 HV4865  HORZ ORDER  -  THIRD
 HV4865
 HV4865.The horizontal coordinates were established by classical geodetic methods
 HV4865.and adjusted by the National Geodetic Survey in November 1994..
 HV4865
 HV4865
 HV4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4865
 HV4865.The geoid height was determined by GEOID03.
 HV4865
 HV4865;                    North         East     Units Scale Factor Converg.
 HV4865;SPC VA N     - 2,137,361.204 3,610,517.995   MT  0.99996027   +0 47 42.6
 HV4865;SPC VA N     - 7,012,325.88 11,845,507.79   sFT  0.99996027   +0 47 42.6
 HV4865;UTM  18      - 4,307,729.061   306,962.339   MT  1.00005887   -1 23 53.4
 HV4865
 HV4865                          SUPERSEDED SURVEY CONTROL
 HV4865
 HV4865  NAD 83(1993)-  38 53 50.08031(N)    077 13 33.41816(W) AD(       ) 4
 HV4865  NAD 83(1986)-  38 53 50.08005(N)    077 13 33.42766(W) AD(       ) 4
 HV4865  NAD 27      -  38 53 49.67911(N)    077 13 34.48833(W) AD(       ) 3
 HV4865
 HV4865.Superseded values are not recommended for survey control.
 HV4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4865.See file dsdata.txt to determine how the superseded data were derived.
 HV4865
 HV4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0696207729(NAD 83)
 HV4865_MARKER: 52 = STANDPIPE TANK
 HV4865
 HV4865  HISTORY     - Date     Condition        Report By
 HV4865  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4865  HISTORY     - 20041221 GOOD             GEOCAC
 HV4865
 HV4865                          STATION DESCRIPTION
 HV4865
 HV4865'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4865'THE STATION IS THE DUN LORING FALLS CHURCH STANDPIPE.  THE POINT
 HV4865'OBSERVED WAS THE CENTER OF THE TOP OF LIGHT BLUE STANDPIPE.  THE
 HV4865'STATION IS ABOUT 90 FEET ABOVE THE GROUND.
 HV4865'
 HV4865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 650,
 HV4865'GO SOUTHERLY ON STATE HIGHWAY 650 FOR 1.1 MILE TO A DRIVEWAY ON THE
 HV4865'RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE STATION ON THE
 HV4865'RIGHT.
 HV4865
 HV4865                          STATION RECOVERY (2004)
 HV4865
 HV4865'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4865'THIS STATION SHOULD REFER TO DUNN (NOT DUN) LORING (CORRECTING
 HV4865'SPELLING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3533 ***********************************************************************
 HW3533  DESIGNATION -  DUNCAN
 HW3533  PID         -  HW3533
 HW3533  STATE/COUNTY-  VA/BATH
 HW3533  USGS QUAD   -  BURNSVILLE (1982)
 HW3533
 HW3533                         *CURRENT SURVEY CONTROL
 HW3533  ___________________________________________________________________
 HW3533* NAD 83(1993)-  38 09 52.05547(N)    079 42 19.82578(W)     ADJUSTED  
 HW3533* NAVD 88     -      1169.7    (meters)    3838.     (feet)  VERTCON   
 HW3533  ___________________________________________________________________
 HW3533  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HW3533  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW3533
 HW3533  HORZ ORDER  -  SECOND
 HW3533
 HW3533.The horizontal coordinates were established by classical geodetic methods
 HW3533.and adjusted by the National Geodetic Survey in November 1994..
 HW3533
 HW3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3533
 HW3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3533
 HW3533.The geoid height was determined by GEOID03.
 HW3533
 HW3533;                    North         East     Units Scale Factor Converg.
 HW3533;SPC VA N     - 2,055,947.549 3,394,359.444   MT  0.99997945   -0 45 08.6
 HW3533;SPC VA N     - 6,745,221.25 11,136,327.61   sFT  0.99997945   -0 45 08.6
 HW3533;UTM  17      - 4,224,854.098   613,401.034   MT  0.99975838   +0 47 59.9
 HW3533
 HW3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3533!SPC VA N     -   0.99982142  x   0.99997945  =   0.99980087
 HW3533!UTM  17      -   0.99982142  x   0.99975838  =   0.99957984
 HW3533
 HW3533|---------------------------------------------------------------------|
 HW3533| PID    Reference Object                     Distance      Geod. Az  |
 HW3533|                                                           dddmmss.s |
 HW3533| HW3532 DUNCAN KNOB USGS 1957                22.100 METERS 08518     |
 HW3533| DC3292 DUNCAN RM 2                          18.612 METERS 15430     |
 HW3533| DC3291 DUNCAN AZ MK                                       3300538.9 |
 HW3533|---------------------------------------------------------------------|
 HW3533
 HW3533                          SUPERSEDED SURVEY CONTROL
 HW3533
 HW3533  NAD 83(1986)-  38 09 52.05836(N)    079 42 19.83768(W) AD(       ) 2
 HW3533  NAD 27      -  38 09 51.60810(N)    079 42 20.66100(W) AD(       ) 2
 HW3533  NGVD 29 (07/19/86) 1169.8    (m)         3838.     (f) VERT ANG       
 HW3533
 HW3533.Superseded values are not recommended for survey control.
 HW3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3533.See file dsdata.txt to determine how the superseded data were derived.
 HW3533
 HW3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1340124854(NAD 83)
 HW3533_MARKER: DS = TRIANGULATION STATION DISK
 HW3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3533
 HW3533  HISTORY     - Date     Condition        Report By
 HW3533  HISTORY     - 1957     MONUMENTED       CGS
 HW3533
 HW3533                          STATION DESCRIPTION
 HW3533
 HW3533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3533'STATION IS APPROXIMATELY 18.5 MILES SOUTH-SOUTHWEST OF MONTEREY,
 HW3533'9.0 MILES NORTH-NORTHEAST OF WARM SPRINGS, 3.8 MILES SOUTH
 HW3533'OF THE BATH-HIGHLAND COUNTY LINE, 3.0 MILES WEST-SOUTHWEST
 HW3533'OF BURNSVILLE, AT THE SOUTH END OF JACK MOUNTAIN, ON A KNOB
 HW3533'LOCALLY KNOW AS DUNCAN KNOB, AT THE SITE OF THE DUNCAN KNOB
 HW3533'LOOKOUT TOWER AND ON PROPERTY OF THE GEORGE WASHINGTON NATIONAL
 HW3533'FOREST.
 HW3533'
 HW3533'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND U.S. HIGHWAY
 HW3533'250 IN MONTEREY, GO SOUTH ON U.S. HIGHWAY 220 FOR 3.8 MILES
 HW3533'TO THE JUNCTION WITH STATE HIGHWAY 84, KEEP LEFT AND CONTINUE
 HW3533'SOUTHERLY ON U.S. HIGHWAY 220 FOR 11.2 MILES TO A SIDE ROAD
 HW3533'ON THE LEFT AND A SERVICE STATION ON THE LEFT, CONTINUE SOUTHERLY
 HW3533'ON U.S. HIGHWAY 220 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE
 HW3533'RIGHT APPROXIMATELY 0.1 MILE BEFORE REACHING A LARGE WHITE
 HW3533'BARN AND POND WHICH IS ON THE EAST SIDE OF HIGHWAY.  CONTINUE
 HW3533'STRAIGHT AHEAD ON U.S. HIGHWAY 220 FOR 1.3 MILES TO THE
 HW3533'BRIDGE OVER THE JACKSON RIVER, CONTINUE STRAIGHT AHEAD ON
 HW3533'U.S. HIGHWAY 220 FOR 2.8 MILES TO A ROAD LEFT ON SUMMIT OF
 HW3533'GRADE AND A SIGN ON THE LEFT DUNCAN KNOB 4, TURN LEFT
 HW3533'LEAVING HIGHWAY AND GO EAST-NORTHEAST ON ROCK ROAD FOR
 HW3533'3.55 MILES TO THE DUNCAN KNOB LOOKOUT TOWER AND THE
 HW3533'STATION ON THE LEFT.
 HW3533'
 HW3533'STATION MARKS ARE STANDARD DISKS STAMPED DUNCAN 1957.  THE
 HW3533'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HW3533'4 INCHES.  IT IS 62.5 FEET WEST OF THE NORTHWEST LEG OF
 HW3533'LOOKOUT TOWER, 60.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 HW3533'LEG OF LOOKOUT TOWER, 21.5 FEET NORTH OF THE NORTHEAST CORNER
 HW3533'OF CABIN AND 16 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD
 HW3533'WITNESS POST WAS SET 4 FEET WEST OF THE MARK.  THE UNDERGROUND
 HW3533'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 27 INCHES BELOW
 HW3533'THE SURFACE OF THE GROUND.
 HW3533'
 HW3533'DUNCAN KNOB (USGS) (REFERENCE MARK NO. 1), A STANDARD U.S.
 HW3533'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED DUNCAN KNOB 1937,
 HW3533'IS CEMENTED IN A DRILL HOLE IN A BURIED ROCK WHICH IS IN
 HW3533'THE APPROXIMATE CENTER OF THE DUNCAN KNOB LOOKOUT TOWER.
 HW3533'
 HW3533'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUNCAN NO 2 1957,
 HW3533'IS CEMENTED IN A DRILL HOLE IN THE CEMENT FOUNDATION FOR A
 HW3533'SMALL ANTENNA APPROXIMATELY 20 FEET HIGH.  IT IS 59.5 FEET
 HW3533'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER AND 28 FEET
 HW3533'SOUTH OF THE SOUTHEAST CORNER OF CABIN.
 HW3533'
 HW3533'AZIMUTH MARK, A STANDARD DISK STAMPED DUNCAN 1957, IS SET
 HW3533'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HW3533'37.5 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 220, 4 FEET
 HW3533'EAST OF A TELEPHONE POLE AND 3 FEET EAST OF A SPLIT RAIL
 HW3533'FENCE.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTHWEST
 HW3533'OF THE MARK.
 HW3533'
 HW3533'HEIGHT OF LIGHT ABOVE STATION MARK 14.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3532 ***********************************************************************
 HW3532  DESIGNATION -  DUNCAN KNOB USGS 1957
 HW3532  PID         -  HW3532
 HW3532  STATE/COUNTY-  VA/BATH
 HW3532  USGS QUAD   -  BURNSVILLE (1982)
 HW3532
 HW3532                         *CURRENT SURVEY CONTROL
 HW3532  ___________________________________________________________________
 HW3532* NAD 83(1993)-  38 09 52.11413(N)    079 42 18.92097(W)     ADJUSTED  
 HW3532* NAVD 88     -      1170.     (meters)    3839.     (feet)  SCALED    
 HW3532  ___________________________________________________________________
 HW3532  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 HW3532  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HW3532
 HW3532  HORZ ORDER  -  SECOND
 HW3532
 HW3532.The horizontal coordinates were established by classical geodetic methods
 HW3532.and adjusted by the National Geodetic Survey in November 1994..
 HW3532
 HW3532.The orthometric height was scaled from a topographic map.
 HW3532
 HW3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3532
 HW3532.The geoid height was determined by GEOID03.
 HW3532
 HW3532;                    North         East     Units Scale Factor Converg.
 HW3532;SPC VA N     - 2,055,949.068 3,394,381.492   MT  0.99997944   -0 45 08.0
 HW3532;SPC VA N     - 6,745,226.23 11,136,399.95   sFT  0.99997944   -0 45 08.0
 HW3532;UTM  17      - 4,224,856.213   613,423.027   MT  0.99975844   +0 48 00.5
 HW3532
 HW3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3532!SPC VA N     -   0.99982138  x   0.99997944  =   0.99980083
 HW3532!UTM  17      -   0.99982138  x   0.99975844  =   0.99957987
 HW3532
 HW3532                          SUPERSEDED SURVEY CONTROL
 HW3532
 HW3532  NAD 83(1986)-  38 09 52.11702(N)    079 42 18.93288(W) AD(       ) 2
 HW3532  NAD 27      -  38 09 51.66680(N)    079 42 19.75620(W) AD(       ) 2
 HW3532
 HW3532.Superseded values are not recommended for survey control.
 HW3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3532.See file dsdata.txt to determine how the superseded data were derived.
 HW3532
 HW3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1342324856(NAD 83)
 HW3532_MARKER: DB = BENCH MARK DISK
 HW3532_SETTING: 0 = UNSPECIFIED SETTING
 HW3532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW3532
 HW3532  HISTORY     - Date     Condition        Report By
 HW3532  HISTORY     - 1957     MONUMENTED       USGS
 HW3532
 HW3532                          STATION DESCRIPTION
 HW3532
 HW3532'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (FAR)
 HW3532'STATION IS APPROXIMATELY 18.5 MILES SOUTH-SOUTHWEST OF MONTEREY,
 HW3532'9.0 MILES NORTH-NORTHEAST OF WARM SPRINGS, 3.8 MILES SOUTH
 HW3532'OF THE BATH-HIGHLAND COUNTY LINE, 3.0 MILES WEST-SOUTHWEST
 HW3532'OF BURNSVILLE, AT THE SOUTH END OF JACK MOUNTAIN, ON A KNOB
 HW3532'LOCALLY KNOWN AS DUNCAN KNOB, IN THE APPROXIMATE CENTER OF
 HW3532'THE DUNCAN KNOB LOOKOUT TOWER AND ON PROPERTY OF THE GEORGE
 HW3532'WASHINGTON NATIONAL FOREST.
 HW3532'
 HW3532'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUNCAN,
 HW3532'DISTANCE BEING 72.51 FEET (22.100 METERS) EAST OF STATION
 HW3532'DUNCAN.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 HW3532'MARK DISK STAMPED DUNCAN KNOB 1937, IS CEMENTED IN A BURIED
 HW3532'ROCK WHICH IS IN THE APPROXIMATE CENTER OF THE DUNCAN KNOB
 HW3532'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0247 ***********************************************************************
 FX0247  DESIGNATION -  DUNE
 FX0247  PID         -  FX0247
 FX0247  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0247  USGS QUAD   -  LITTLE CREEK (1989)
 FX0247
 FX0247                         *CURRENT SURVEY CONTROL
 FX0247  ___________________________________________________________________
 FX0247* NAD 83(1993)-  36 55 32.94124(N)    076 10 22.71135(W)     ADJUSTED  
 FX0247* NAVD 88     -         6.241  (meters)      20.48   (feet)  ADJUSTED  
 FX0247  ___________________________________________________________________
 FX0247  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 FX0247  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX0247  DYNAMIC HT  -           6.236 (meters)      20.46  (feet)  COMP
 FX0247  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX0247
 FX0247  HORZ ORDER  -  THIRD
 FX0247  VERT ORDER  -  FIRST     CLASS I
 FX0247
 FX0247.The horizontal coordinates were established by classical geodetic methods
 FX0247.and adjusted by the National Geodetic Survey in September 1995..
 FX0247
 FX0247.The orthometric height was determined by differential leveling
 FX0247.and adjusted by the National Geodetic Survey in June 1991..
 FX0247
 FX0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0247
 FX0247.The geoid height was determined by GEOID03.
 FX0247
 FX0247.The dynamic height is computed by dividing the NAVD 88
 FX0247.geopotential number by the normal gravity value computed on the
 FX0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0247.degrees latitude (g = 980.6199 gals.).
 FX0247
 FX0247.The modeled gravity was interpolated from observed gravity values.
 FX0247
 FX0247;                    North         East     Units Scale Factor Converg.
 FX0247;SPC VA S     - 1,068,305.618 3,707,307.209   MT  0.99997493   +1 24 44.4
 FX0247;SPC VA S     - 3,504,932.68 12,163,057.07   sFT  0.99997493   +1 24 44.4
 FX0247;UTM  18      - 4,087,285.570   395,529.913   MT  0.99973445   -0 42 17.2
 FX0247
 FX0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0247!SPC VA S     -   1.00000486  x   0.99997493  =   0.99997979
 FX0247!UTM  18      -   1.00000486  x   0.99973445  =   0.99973930
 FX0247
 FX0247|---------------------------------------------------------------------|
 FX0247| PID    Reference Object                     Distance      Geod. Az  |
 FX0247|                                                           dddmmss.s |
 FX0247| FX3082 ANZIO TRAVERSE STA 1                121.671 METERS 00226     |
 FX0247| FX0246 DUNE RM 2                            16.741 METERS 03059     |
 FX0247| FX0248 DUNE RM 1                            10.452 METERS 12101     |
 FX0247| FX3027 KNOLL                               442.643 METERS 1444435.2 |
 FX0247| GV3954 CHAMBERLAIN HOTEL EAST TOWER        APPROX.15.0 KM 3035846.7 |
 FX0247| GV3973 FORT MONROE TANK                    APPROX.15.3 KM 3061200.9 |
 FX0247| FX3026 JETTY                               APPROX. 0.8 KM 3200116.5 |
 FX0247| FX3044 LITTLE CREEK 1929                   APPROX. 0.8 KM 3384333.1 |
 FX0247|---------------------------------------------------------------------|
 FX0247
 FX0247                          SUPERSEDED SURVEY CONTROL
 FX0247
 FX0247  NAD 83(1986)-  36 55 32.94697(N)    076 10 22.74933(W) AD(       ) 3
 FX0247  NAD 27      -  36 55 32.41700(N)    076 10 23.97800(W) AD(       ) 3
 FX0247  NGVD 29 (??/??/92)    6.489  (m)           21.29   (f) ADJ UNCH    1 1
 FX0247
 FX0247.Superseded values are not recommended for survey control.
 FX0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0247.See file dsdata.txt to determine how the superseded data were derived.
 FX0247
 FX0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9553087286(NAD 83)
 FX0247_MARKER: DS = TRIANGULATION STATION DISK
 FX0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0247_STAMPING: DUNE 1929
 FX0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0247+STABILITY: SURFACE MOTION
 FX0247
 FX0247  HISTORY     - Date     Condition        Report By
 FX0247  HISTORY     - 1929     MONUMENTED       CGS
 FX0247  HISTORY     - 1939     GOOD             CGS
 FX0247  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX0247  HISTORY     - 1950     GOOD             CGS
 FX0247  HISTORY     - 1952     GOOD             CGS
 FX0247  HISTORY     - 1952     GOOD             NGS
 FX0247  HISTORY     - 1955     GOOD             AMS
 FX0247  HISTORY     - 1959     GOOD             CGS
 FX0247  HISTORY     - 1962     GOOD             CGS
 FX0247  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0247  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0247  HISTORY     - 1981     GOOD             NGS
 FX0247
 FX0247                          STATION DESCRIPTION
 FX0247
 FX0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX0247'ON THE EAST SIDE OF THE DREDGED CHANNEL OF LITTLE CREEK, ABOUT
 FX0247'400 METERS SOUTHEAST OF THE INSHORE END OF THE EAST JETTY, ABOUT
 FX0247'330 METERS SOUTH OF THE HIGH WATER LINE OF CHESAPEAKE BAY AND
 FX0247'ABOUT 270 METERS EAST OF THE HIGH WATER LINE OF THE DREDGED
 FX0247'CHANNEL OF LITTLE CREEK, ON THE TOP OF A SAND DUNE WHICH IS ON
 FX0247'THE RANGE OF THE BEACON LIGHTS DOG AND JETTY, AND ABOUT 100
 FX0247'METERS WEST-SOUTHWEST OF THE HIGHEST SAND DUNE IN THIS
 FX0247'VICINITY.  THERE IS A 25-FOOT WOODEN OBSERVING STAND AND
 FX0247'TRIPOD OVER THE MARK NOW WHICH WILL HELP TO LOCATE IT FOR THE
 FX0247'NEXT FEW YEARS.  SURFACE MARK IS FLUSH WITH THE GROUND AND
 FX0247'IS STAMPED DUNE 1929.  UNDERGROUND MARK IS ABOUT 38 INCHES
 FX0247'BELOW THE SURFACE AND STAMPED DUNE 1929.
 FX0247'
 FX0247'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX0247'DISKS SET IN CONCRETE AS DESCRIBED.
 FX0247'
 FX0247'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 FX0247'AND IS STAMPED DUNE NO 1 1929.
 FX0247'
 FX0247'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 FX0247'AND IS STAMPED DUNE NO 2 1929.
 FX0247'
 FX0247'HEIGHT OF SIGNAL ABOVE STATION MARK - 8.6 METERS.
 FX0247
 FX0247                          STATION RECOVERY (1939)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FX0247'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  SAND
 FX0247'HAS BLOWN OUT FROM AROUND THE STATION MARK, LEAVING IT
 FX0247'PROTRUDING ABOUT 12 INCHES, HOWEVER, IT IS STILL SOLID IN THE
 FX0247'GROUND.  STATION IS BEST REACHED FROM LITTLE CREEK COAST
 FX0247'GUARD STATION OR FERRY SLIP.
 FX0247'
 FX0247'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND IS
 FX0247'COVERED WITH ABOUT 8 INCHES OF SAND.
 FX0247'
 FX0247'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION AND FLUSH
 FX0247'WITH GROUND.
 FX0247'
 FX0247'DISTANCE BETWEEN REFERENCE MARKS, 16.730 METERS.
 FX0247
 FX0247                          STATION RECOVERY (1943)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX0247'THIS STATION WAS SEARCHED FOR AND ALL REFERENCES WERE USED.
 FX0247'THIS AREA HAS BEEN USED FOR TANK MANEUVERS AND ALSO MANY OF THE
 FX0247'DUNES REMOVED TO BUILD THE AMMUNITION DUMP NEAR THE STATION.
 FX0247'IT IS POSSIBLE THAT THE STATION WAS DESTROYED IN THESE
 FX0247'OPERATIONS.
 FX0247'
 FX0247'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED LOST.
 FX0247
 FX0247                          STATION RECOVERY (1950)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EOH)
 FX0247'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  SAND
 FX0247'HAS BLOWN OUT FROM AROUND THE STATION MARK, LEAVING IT PROTRUDING
 FX0247'ABOUT 12 INCHES, HOWEVER, IT IS STILL SOLID IN THE GROUND.
 FX0247'STATION IS BEST REACHED THROUGH THE U.S. NAVAL AMPHIBIOUS
 FX0247'BASE.
 FX0247'
 FX0247'REFERENCE MARK NO. 1 IS SE OF THE STATION AND HAS HAD 14 INCHES
 FX0247'OF SAND REMOVED SO THAT IS IS NOW BARE.  IT HAS ALSO BEEN
 FX0247'MARKED BY A 1/2-INCH GALVANIZED PIPE PROTRUDING 14 INCHES
 FX0247'ABOVE GROUND.
 FX0247'
 FX0247'REFERENCE MARK NO. 2 IS NE OF THE STATION AND FLUSH WITH
 FX0247'GROUND.  THE BRUSH HAS BEEN CLEARED AROUND THIS MARK AND A
 FX0247'1/2-INCH GALVANIZED PIPE PROTRUDING 14 INCHES ABOVE GROUND
 FX0247'HAS BEEN PLACED TO ASSIST IN FUTURE RECOVERY.
 FX0247'
 FX0247'DISTANCE BETWEEN REFERENCE MARKS, 16.739 METERS.
 FX0247
 FX0247                          STATION RECOVERY (1952)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 FX0247'STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED
 FX0247'BY E.O. HEATON IN 1950 AND WERE FOUND IN GOOD CONDITION.
 FX0247
 FX0247                          STATION RECOVERY (1952)
 FX0247
 FX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FX0247'3.4 MI NW FROM BAYSIDE.
 FX0247'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 FX0247'HIGHWAY 13Y AND POST OFFICE AT BAYSIDE, THENCE ABOUT 2.7 MILES
 FX0247'NORTHWEST ALONG ROADS THRU U.S. NAVAL AMPHIBIOUS BASE, ON THE
 FX0247'EAST SIDE OF DREDGED CHANNEL OF LITTLE CREEK, ABOUT 0.2 MILE
 FX0247'SOUTHEAST OF SOUTH END OF EAST JETTY, ON TOP OF A SAND DUNE
 FX0247'WHICH IS IN RANGE OF BEACON LIGHTS DOG AND JETTY, ABOUT 100
 FX0247'METERS WEST-SOUTHWEST OF HIGHEST DUNE IN VICINITY, ABOUT 245
 FX0247'FEET EAST OF THE 8TH POWER POLE FROM NORTHWEST END OF POWER LINE
 FX0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 FX0247
 FX0247                          STATION RECOVERY (1955)
 FX0247
 FX0247'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX0247'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION AND IT IS
 FX0247'97 FEET N OF CENTER OF TIP OF BRUSH, 104 FEET SSW OF CENTER OF
 FX0247'WHITE ANGLE CLEARING, 90 FEET W OF E TIP OF N LEG OF V SHAPED
 FX0247'BRUSH.
 FX0247'
 FX0247'OLD WOODEN TRIPOD LAYING AT SITE.
 FX0247'
 FX0247'REFERENCE MARKS RECOVERED.
 FX0247
 FX0247                          STATION RECOVERY (1959)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX0247'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 FX0247'LOCATED ON THE U.S. NAVAL AMPHIBIOUS BASE IN THE SAND DUNES ON
 FX0247'THE EAST SIDE OF LITTLE CREEK CHANNEL.  IT IS ABOUT 0.2 MILE
 FX0247'WEST OF AMMUNITION DUMP BUILDING NO. 1 F T 9 AND ABOUT 250
 FX0247'FEET EAST OF THE 8TH POLE FROM THE NORTHWEST END OF THE POWER
 FX0247'LINE AND ABOUT 3 FEET EAST OF A WITNESS SIGN.  THE MARK PROJECTS
 FX0247'ABOUT 6 INCHES AND THE DISK IS STAMPED DUNE 1929.            A.
 FX0247'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND ARE IN
 FX0247'GOOD CONDITION.
 FX0247'
 FX0247'TO REACH THE STATION FROM THE MAIN GATE AT THE U.S. NAVAL
 FX0247'AMPHIBIOUS BASE, GO NORTH 0.35 MILE TO 6TH STREET, TURN LEFT
 FX0247'ON 6TH STREET AND GO 0.6 MILE TO ITS END.  TURN RIGHT AND GO
 FX0247'0.35 MILE TO A WATER TANK ON THE RIGHT, CONTINUE 0.1 MILE TO A
 FX0247'ROAD LEFT, TURN LEFT AND GO WEST 0.55 MILE TO A ROAD RIGHT AND
 FX0247'A RED BUILDING NO. M-10 IN THE NORTHEAST ANGLE.  TURN RIGHT
 FX0247'AND GO 0.1 MILE TO A SAND ROAD LEADING WEST AND AMMUNITION
 FX0247'DUMP BUILDING NO. 1 F T 9 ON THE RIGHT.  FROM HERE PACK WEST
 FX0247'THROUGH THE SAND DUNES FOR ABOUT 0.2 MILE TO A SAND CROSS
 FX0247'ROAD (WHICH IS ABOUT 300 FEET SOUTHEAST OF POWER POLE 7 FROM
 FX0247'THE NORTHWEST END OF THE POWER LINE), TURN RIGHT AND GO
 FX0247'ABOUT 100 FEET TO THE STATION ON THE RIGHT.
 FX0247
 FX0247                          STATION RECOVERY (1962)
 FX0247
 FX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX0247'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 FX0247'DESCRIBED BY THIS PARTY IN 1959 AND FOUND IN GOOD CONDITION.
 FX0247'
 FX0247'A 35 FOOT WOOD TOWER BUILT BY THE CHESPEAKE BRIDGE TUNNEL
 FX0247'ENGINEERS IS OVER THE MARK.
 FX0247
 FX0247                          STATION RECOVERY (1972)
 FX0247
 FX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FX0247'THE STATION, RM 1 AND RM 2 WAS SEARCHED FOR BUT NOT RECOVERED THIS
 FX0247'DATE.  THE WOODEN TOWER MENTIONED IN THE DESCRIPTION NO LONGER
 FX0247'REMAINS.  THE STATION IS PROBABLY BURIED BY SHIFTING SAND.
 FX0247'
 FX0247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR LITTLE CREEK.
 FX0247
 FX0247                          STATION RECOVERY (1972)
 FX0247
 FX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0247'MARK NOT FOUND.
 FX0247
 FX0247                          STATION RECOVERY (1981)
 FX0247
 FX0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FX0247'STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 FX0247'CONDITION.  REFERENCE MARK TWO APPEARS TO BE LISTING SLIGHTLY TO THE
 FX0247'NORTHEAST, HOWEVER THE DISTANCE CHECKED WITH THE 1929 DESCRIPTION
 FX0247'BUT WAS LONGER BY 0.013 METER THAN THE 1939 DISTANCE.  THE DISTANCE
 FX0247'TO REFERENCE MARK ONE COMPAIRED WITH THE 1939 AND THE 1929
 FX0247'DISTANCE.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE
 FX0247'LESS BY 11 MINUTES AND 49 SECONDS.
 FX0247'
 FX0247'A NEW DESCRIPTION FOLLOWS.
 FX0247'
 FX0247'THIS STATION IS IN A RESTRICTED AREA AND CLEARANCE SHOULD BE
 FX0247'OBTAINED FROM BASE OPERATIONS OFFICER AT THE WEST END OF 6TH STREET.
 FX0247'
 FX0247'THE STATION IS 450 METERS SOUTH OF THE HIGH WATER LINE OF THE
 FX0247'CHESAPEAKE BAY, 820 METERS SOUTH-SOUTHEAST OF STATION LITTLE CREEK
 FX0247'1929 WHICH IS ON THE NORTHEND OF THE WEST JETTY OF THE ENTRANCE
 FX0247'TO LITTLE CREEK CHANNEL ABOUT 1/2 MILE NORTH OF BASE OPERATIONS
 FX0247'BUILDING AND IN A SAND DUNE AREA THAT IS HEAVLY WOODED AND BRUSH
 FX0247'COVERED NEAR THE NORTHWESTERN PART OF THE NAVAL AMPHIBIOUS BASE.
 FX0247'
 FX0247'TO REACH THE STATION FROM GATE 3 OF THE AMPHIBIOUS BASE, GO NORTH
 FX0247'FOR 0.05 MILE.  TURN RIGHT AND GO EAST ON AMPHIBIOUS DRIVE FOR 1.0
 FX0247'MILE TO HELICOPTER DRIVE.  TURN LEFT AND GO NORTH ON HELICOPTER
 FX0247'DRIVE FOR 0.8 MILE TO 10TH STREET AND LITTLE CREEK NAB DESERT COVE
 FX0247'WATER TANK 1955 ON THE RIGHT.  CONTINUE NORTH FOR 0.1 MILE THENCE
 FX0247'WEST ON 11TH STREET FOR 0.55 MILE TO A RED, BRICK STRUCTURE, BUILDING
 FX0247'NUMBER 10, AND MAGAZINE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 FX0247'FOR 0.1 MILE TO STRUCTURE IBCX9 ON THE RIGHT AND A SAND ROAD ON THE
 FX0247'LEFT.  WALK WESTERLY ON THE SAND ROAD FOR ABOUT 0.2 MILE TO A SAND
 FX0247'TEE ROAD, CROSS TEE ROAD, WALKING WESTERLY FOR ABOUT 200 FEET TO A
 FX0247'SAND ROAD, WALK NORTHERLY ON THE SAND ROAD FOR ABOUT 150 FEET TO THE
 FX0247'STATION ON THE RIGHT.  JUST BEFORE REACHING A REVERSE FORK IN THE
 FX0247'SAND ROAD.  A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THIS STATION
 FX0247'AT THIS TIME.
 FX0247'
 FX0247'STATION MARK IS A STANDARD DISK STAMPED---DUNE 1929---SET IN
 FX0247'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH
 FX0247'AND THE DISK IS SET IN THE NORTHEAST QUADRANT OF THE MARK.  THE
 FX0247'SUB-SURFACE MARK WAS NOT INSPECTED.  THEY ARE 1 FOOT WEST OF A METAL
 FX0247'WITNESS POST, 9 FEET EAST OF THE CENTER OF THE SAND ROAD, 20.9 FEET
 FX0247'SOUTH OF A TRIPLE TRUNK, 18-INCH TREE WITH AN ALUMINUM REFERENCE TAG,
 FX0247'27.5 FEET NORTHWEST OF A 14-INCH, TWIN TRUNK BEECH TREE WITH A
 FX0247'REFERENCE TAG, 43.5 FEET SOUTHEAST OF A 20-INCH OAK TREE WITH A TAG
 FX0247'AND 62 FEET SOUTH-SOUTHEAST OF THE APEX OF THE REVERSE FORK.
 FX0247'
 FX0247'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DUNE NO 1 1929---
 FX0247'SET IN THE TOP OF A 9-INCH SQUARE CONCRETE POST THAT IS RECESSED 4
 FX0247'INCHES.  IT IS 9 FEET NORTHEAST OF THE TWIN TRUNK BEECH TREE AND 42
 FX0247'FEET EAST OF THE CENTER OF THE SAND ROAD.
 FX0247'
 FX0247'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DUNE NO 2 1929---SET
 FX0247'IN THE TOP OF A 9-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH.
 FX0247'IT IS 0.5 FEET NORTHEAST OF A 1/2-INCH GALVANIZED PIPE PROJECTING 12
 FX0247'INCHES, 34 FEET EAST OF THE CENTER OF THE SAND ROAD, 35.8 FEET
 FX0247'NORTHEAST OF THE TRIPLE TRUNK TREE AND 40.5 FEET EAST OF THE APEX OF
 FX0247'THE REVERSE FORK.
 FX0247'
 FX0247'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0248 ***********************************************************************
 FX0248  DESIGNATION -  DUNE RM 1
 FX0248  PID         -  FX0248
 FX0248  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0248  USGS QUAD   -  LITTLE CREEK (1989)
 FX0248
 FX0248                         *CURRENT SURVEY CONTROL
 FX0248  ___________________________________________________________________
 FX0248* NAD 83(1986)-  36 55 33.     (N)    076 10 22.     (W)     SCALED    
 FX0248* NAVD 88     -         6.124  (meters)      20.09   (feet)  ADJUSTED  
 FX0248  ___________________________________________________________________
 FX0248  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX0248  DYNAMIC HT  -           6.119 (meters)      20.08  (feet)  COMP
 FX0248  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX0248
 FX0248  VERT ORDER  -  FIRST     CLASS I
 FX0248
 FX0248.The horizontal coordinates were scaled from a topographic map and have
 FX0248.an estimated accuracy of +/- 6 seconds.
 FX0248
 FX0248.The orthometric height was determined by differential leveling
 FX0248.and adjusted by the National Geodetic Survey in June 1991..
 FX0248
 FX0248.The geoid height was determined by GEOID03.
 FX0248
 FX0248.The dynamic height is computed by dividing the NAVD 88
 FX0248.geopotential number by the normal gravity value computed on the
 FX0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0248.degrees latitude (g = 980.6199 gals.).
 FX0248
 FX0248.The modeled gravity was interpolated from observed gravity values.
 FX0248
 FX0248;                    North         East    Units  Estimated Accuracy
 FX0248;SPC VA S     - 1,068,310.    3,707,330.      MT  (+/- 180 meters Scaled)
 FX0248
 FX0248                          SUPERSEDED SURVEY CONTROL
 FX0248
 FX0248  NGVD 29 (??/??/92)    6.372  (m)           20.91   (f) ADJ UNCH    1 1
 FX0248
 FX0248.Superseded values are not recommended for survey control.
 FX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0248.See file dsdata.txt to determine how the superseded data were derived.
 FX0248
 FX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF955872(NAD 83)
 FX0248_MARKER: DR = REFERENCE MARK DISK
 FX0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0248_STAMPING: DUNE NO 1 1929
 FX0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0248+STABILITY: SURFACE MOTION
 FX0248
 FX0248  HISTORY     - Date     Condition        Report By
 FX0248  HISTORY     - 1929     MONUMENTED       CGS
 FX0248  HISTORY     - 1952     GOOD             NGS
 FX0248  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0248
 FX0248                          STATION DESCRIPTION
 FX0248
 FX0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0248'3.4 MI NW FROM BAYSIDE.
 FX0248'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 FX0248'OF HIGHWAY 13Y AND POST OFFICE AT BAYSIDE TO GATE NO. 3 OF
 FX0248'U.S. NAVAL AMPHIBIOUS BASE, THENCE ABOUT 2.7 MILES NORTHWEST
 FX0248'ALONG STREETS OF BASE, ON THE EAST SIDE OF DREDGED CHANNEL OF
 FX0248'LITTLE CREEK, 34 FEET SOUTHEAST OF STATION AND SET IN THE TOP
 FX0248'OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0248
 FX0248                          STATION RECOVERY (1972)
 FX0248
 FX0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0246 ***********************************************************************
 FX0246  DESIGNATION -  DUNE RM 2
 FX0246  PID         -  FX0246
 FX0246  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0246  USGS QUAD   -  LITTLE CREEK (1989)
 FX0246
 FX0246                         *CURRENT SURVEY CONTROL
 FX0246  ___________________________________________________________________
 FX0246* NAD 83(1986)-  36 55 33.     (N)    076 10 22.     (W)     SCALED    
 FX0246* NAVD 88     -         6.166  (meters)      20.23   (feet)  ADJUSTED  
 FX0246  ___________________________________________________________________
 FX0246  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX0246  DYNAMIC HT  -           6.161 (meters)      20.21  (feet)  COMP
 FX0246  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 FX0246
 FX0246  VERT ORDER  -  FIRST     CLASS I
 FX0246
 FX0246.The horizontal coordinates were scaled from a topographic map and have
 FX0246.an estimated accuracy of +/- 6 seconds.
 FX0246
 FX0246.The orthometric height was determined by differential leveling
 FX0246.and adjusted by the National Geodetic Survey in June 1991..
 FX0246
 FX0246.The geoid height was determined by GEOID03.
 FX0246
 FX0246.The dynamic height is computed by dividing the NAVD 88
 FX0246.geopotential number by the normal gravity value computed on the
 FX0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0246.degrees latitude (g = 980.6199 gals.).
 FX0246
 FX0246.The modeled gravity was interpolated from observed gravity values.
 FX0246
 FX0246;                    North         East    Units  Estimated Accuracy
 FX0246;SPC VA S     - 1,068,310.    3,707,330.      MT  (+/- 180 meters Scaled)
 FX0246
 FX0246                          SUPERSEDED SURVEY CONTROL
 FX0246
 FX0246  NGVD 29 (??/??/92)    6.414  (m)           21.04   (f) ADJ UNCH    1 1
 FX0246
 FX0246.Superseded values are not recommended for survey control.
 FX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0246.See file dsdata.txt to determine how the superseded data were derived.
 FX0246
 FX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF955872(NAD 83)
 FX0246_MARKER: DR = REFERENCE MARK DISK
 FX0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0246_STAMPING: DUNE NO 2 1929
 FX0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0246+STABILITY: SURFACE MOTION
 FX0246
 FX0246  HISTORY     - Date     Condition        Report By
 FX0246  HISTORY     - 1929     MONUMENTED       CGS
 FX0246  HISTORY     - 1952     GOOD             NGS
 FX0246  HISTORY     - 1972     MARK NOT FOUND   NGS
 FX0246
 FX0246                          STATION DESCRIPTION
 FX0246
 FX0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0246'3.4 MI NW FROM BAYSIDE.
 FX0246'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 FX0246'OF HIGHWAY 13Y AND POST OFFICE AT BAYSIDE, THENCE ABOUT 2.7
 FX0246'MILES NORTHWEST ALONG STREETS OF NAVAL AMPHIBIOUS BASE, ON EAST
 FX0246'SIDE OF DREDGED CHANNEL OF LITTLE CREEK, 54 FEET NORTHEAST OF
 FX0246'STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0246'1 INCH.
 FX0246
 FX0246                          STATION RECOVERY (1972)
 FX0246
 FX0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FX0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4923 ***********************************************************************
 GV4923  DESIGNATION -  DUNK
 GV4923  PID         -  GV4923
 GV4923  STATE/COUNTY-  VA/NEW KENT
 GV4923  USGS QUAD   -  NEW KENT (1978)
 GV4923
 GV4923                         *CURRENT SURVEY CONTROL
 GV4923  ___________________________________________________________________
 GV4923* NAD 83(1993)-  37 33 57.88503(N)    076 57 23.40082(W)     ADJUSTED  
 GV4923* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4923  ___________________________________________________________________
 GV4923  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 GV4923  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV4923
 GV4923  HORZ ORDER  -  THIRD
 GV4923
 GV4923.The horizontal coordinates were established by classical geodetic methods
 GV4923.and adjusted by the National Geodetic Survey in November 1994..
 GV4923
 GV4923.The orthometric height was scaled from a topographic map.
 GV4923
 GV4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4923
 GV4923.The geoid height was determined by GEOID03.
 GV4923
 GV4923;                    North         East     Units Scale Factor Converg.
 GV4923;SPC VA S     - 1,137,919.540 3,636,351.585   MT  0.99995139   +0 56 12.4
 GV4923;SPC VA S     - 3,733,324.36 11,930,263.49   sFT  0.99995139   +0 56 12.4
 GV4923;UTM  18      - 4,159,471.436   327,208.608   MT  0.99996777   -1 11 35.3
 GV4923
 GV4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4923!SPC VA S     -   1.00000542  x   0.99995139  =   0.99995681
 GV4923!UTM  18      -   1.00000542  x   0.99996777  =   0.99997319
 GV4923
 GV4923:                Primary Azimuth Mark                     Grid Az
 GV4923:SPC VA S     -  RIVERVIEW                                010 46 54.6
 GV4923:UTM  18      -  RIVERVIEW                                012 54 42.3
 GV4923
 GV4923|---------------------------------------------------------------------|
 GV4923| PID    Reference Object                     Distance      Geod. Az  |
 GV4923|                                                           dddmmss.s |
 GV4923| GV4977 RIVERVIEW                           APPROX. 0.5 KM 0114307.0 |
 GV4923| GV4907 CANNON                              198.025 METERS 08349     |
 GV4923| GV4975 RESIDENT                            482.063 METERS 1550556.0 |
 GV4923| GV4939 GUM                                 370.677 METERS 18326     |
 GV4923| DC9204 DUNK RM 1                            32.857 METERS 20129     |
 GV4923| DC9205 DUNK RM 2                            19.730 METERS 27120     |
 GV4923| DC9206 DUNK RM 3                            24.428 METERS 32036     |
 GV4923| GV5001 WEST                                432.269 METERS 3475847.2 |
 GV4923|---------------------------------------------------------------------|
 GV4923
 GV4923                          SUPERSEDED SURVEY CONTROL
 GV4923
 GV4923  NAD 83(1986)-  37 33 57.88642(N)    076 57 23.41651(W) AD(       ) 3
 GV4923  NAD 27      -  37 33 57.35500(N)    076 57 24.53700(W) AD(       ) 3
 GV4923
 GV4923.Superseded values are not recommended for survey control.
 GV4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4923.See file dsdata.txt to determine how the superseded data were derived.
 GV4923
 GV4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2720959471(NAD 83)
 GV4923_MARKER: N = NAIL
 GV4923_SETTING: 0 = UNSPECIFIED SETTING
 GV4923
 GV4923  HISTORY     - Date     Condition        Report By
 GV4923  HISTORY     - 1912     MONUMENTED       CGS
 GV4923  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4923  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4923
 GV4923                          STATION DESCRIPTION
 GV4923
 GV4923'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4923'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4923'OPPOSITE A POINT, 20 METERS ABOVE COMONDALE RESIDENCE, 1 METER
 GV4923'INSIDE OUTER LINE OF LILIES AND FLAGS, 16 METERS FROM WOOD
 GV4923'LINE WHERE WATER IS 3-1/2 FEET DEEP AT HIGH WATER AND BARELY
 GV4923'BARE AT LOW.
 GV4923'
 GV4923'STATION IS MARKED BY A NAIL IN AN ASH STAKE 3 FEET LONG,
 GV4923'STANDING 1-1/2 FEET ABOVE MUD.  THIS STATION IS MARKED BY A
 GV4923'CREEK ABOUT 4 METERS WIDE ENTERING ABOUT 13 METERS BELOW.
 GV4923'
 GV4923'REFERENCE MARK NO. 1 IS A NAIL IN A TRIANGLE CUT ON 12-INCH
 GV4923'GUM AT EDGE OF WOODS AND BELOW CREEK, DISTANT 32.857 METERS
 GV4923'ON LINE 213 DEG 29 MIN 54 SEC TO RIGHT OF LINE TO STATION
 GV4923'WEST.
 GV4923'
 GV4923'REFERENCE MARK NO. 2 IS CEMENT BLOCK WITH DISK AND ARROW
 GV4923'POINTING TO STATION, SET 3 METERS BACK FROM EDGE OF WOODS (ON
 GV4923'LOW GROUND) AND FROM HIGH-WATER LINE, STANDING 3 INCHES
 GV4923'ABOVE GROUND, DISTANT 19.730 METERS ON LINE 283 DEG 20 MIN
 GV4923'47 SEC TO RIGHT OF LINE TO STATION WEST.
 GV4923'
 GV4923'REFERENCE MARK NO. 3 IS SPIKE IN TRIANGLE CUT ON 7-INCH MAPLE
 GV4923'AT EDGE OF WOODS AND WATER, DISTANT 24.428 METERS ON LINE
 GV4923'332 DEG 37 MIN 31 SEC TO RIGHT OF LINE TO STATION WEST.
 GV4923
 GV4923                          STATION RECOVERY (2000)
 GV4923
 GV4923'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4923'MARK NOT FOUND.
 GV4923
 GV4923                          STATION RECOVERY (2005)
 GV4923
 GV4923'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5317 ***********************************************************************
 GV5317  DESIGNATION -  DUNN
 GV5317  PID         -  GV5317
 GV5317  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5317  USGS QUAD   -  CHARLES CITY (1987)
 GV5317
 GV5317                         *CURRENT SURVEY CONTROL
 GV5317  ___________________________________________________________________
 GV5317* NAD 83(1993)-  37 17 54.24291(N)    077 06 51.19797(W)     ADJUSTED  
 GV5317* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV5317  ___________________________________________________________________
 GV5317  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 GV5317  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV5317
 GV5317  HORZ ORDER  -  SECOND
 GV5317
 GV5317.The horizontal coordinates were established by classical geodetic methods
 GV5317.and adjusted by the National Geodetic Survey in September 1995..
 GV5317
 GV5317.The orthometric height was scaled from a topographic map.
 GV5317
 GV5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5317
 GV5317.The geoid height was determined by GEOID03.
 GV5317
 GV5317;                    North         East     Units Scale Factor Converg.
 GV5317;SPC VA S     - 1,107,999.663 3,622,855.714   MT  0.99994612   +0 50 27.8
 GV5317;SPC VA S     - 3,635,162.23 11,885,985.79   sFT  0.99994612   +0 50 27.8
 GV5317;UTM  18      - 4,130,071.349   312,611.135   MT  1.00003257   -1 16 53.5
 GV5317
 GV5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5317!SPC VA S     -   1.00000490  x   0.99994612  =   0.99995102
 GV5317!UTM  18      -   1.00000490  x   1.00003257  =   1.00003747
 GV5317
 GV5317:                Primary Azimuth Mark                     Grid Az
 GV5317:SPC VA S     -  HOUSE ON BLUFF SOUTH GABLE               034 48 53.0
 GV5317:UTM  18      -  HOUSE ON BLUFF SOUTH GABLE               036 56 14.3
 GV5317
 GV5317|---------------------------------------------------------------------|
 GV5317| PID    Reference Object                     Distance      Geod. Az  |
 GV5317|                                                           dddmmss.s |
 GV5317| GV5325 HOUSE ON BLUFF SOUTH GABLE          APPROX. 2.7 KM 0353920.8 |
 GV5317| DC5305 DUNN WM 1                             6.040 METERS 04520     |
 GV5317| GV5339 TWO STORY WHITE HOUSE ON BLUFF      APPROX. 4.0 KM 0525321.9 |
 GV5317| DC5302 DUNN RM 1                            24.295 METERS 12215     |
 GV5317| DC5303 DUNN RM 2                            21.749 METERS 17548     |
 GV5317| DC5304 PEN RM 2                             21.918 METERS 23022     |
 GV5317| DC5306 DUNN WM 2                             6.470 METERS 25941     |
 GV5317| GV5335 PEN                                  20.024 METERS 26642     |
 GV5317| GV5377 RUIN                                APPROX. 1.6 KM 2691209.3 |
 GV5317| GV5350 ABANDONED BEACON NR STA RUIN        APPROX. 1.5 KM 2714137.3 |
 GV5317| GV5384 WESTOVER WATER TOWER                APPROX. 3.3 KM 2965453.5 |
 GV5317| GV5360 HERRING CREEK SNAG NEAR MOUTH       APPROX. 2.1 KM 3002330.6 |
 GV5317| GV5318 ELEVATED WATER TANK 1               APPROX. 3.1 KM 3502854.8 |
 GV5317|---------------------------------------------------------------------|
 GV5317
 GV5317                          SUPERSEDED SURVEY CONTROL
 GV5317
 GV5317  NAD 83(1993)-  37 17 54.24420(N)    077 06 51.19852(W) AD(       ) 2
 GV5317  NAD 83(1986)-  37 17 54.24769(N)    077 06 51.21595(W) AD(       ) 2
 GV5317  NAD 27      -  37 17 53.71400(N)    077 06 52.31700(W) AD(       ) 2
 GV5317
 GV5317.Superseded values are not recommended for survey control.
 GV5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5317.See file dsdata.txt to determine how the superseded data were derived.
 GV5317
 GV5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1261130071(NAD 83)
 GV5317_MARKER: DS = TRIANGULATION STATION DISK
 GV5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5317
 GV5317  HISTORY     - Date     Condition        Report By
 GV5317  HISTORY     - 1938     MONUMENTED       CGS
 GV5317  HISTORY     - 1942     GOOD             CGS
 GV5317  HISTORY     - 1942     GOOD             CGS
 GV5317  HISTORY     - 1948     GOOD             CGS
 GV5317  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5317  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5317
 GV5317                          STATION DESCRIPTION
 GV5317
 GV5317'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5317'LOCATED ON THE SOUTH BANK OF THE JAMES RIVER ON GENTLY ROUNDING,
 GV5317'LOW, WOODED POINT ABOUT ONE MILE UPSTREAM FROM WINDMILL POINT.
 GV5317'THIS IS THE SAME POINT ON WHICH STATION PEN 1910 IS LOCATED.
 GV5317'STATION PEN IS JUST OUTSIDE TREE LINE IN THE SAND AND GRAVEL
 GV5317'BEACH.  STATION DUNN IS INSIDE THE TREE LINE EAST OF STATION
 GV5317'PEN AND IN SOLID GROUND.  STATION DUNN IS 7 METERS FROM
 GV5317'HIGH WATER LINE AND 6-1/2 METERS EAST OF A SMALL DRAIN, AND
 GV5317'22 METERS NORTH OF THE WESTERN FOOT OF A HILL.  A SLIGHT
 GV5317'AMOUNT OF CLEARING WAS NECESSARY TO SEE 100 FOOT TOWERS AT
 GV5317'STATIONS COPELAND AND WILCOX, AND TO THE POLE AT STATION
 GV5317'THUE.
 GV5317'
 GV5317'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5317'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.  WITNESS MARK NO. 1
 GV5317'IS IN AN 18-INCH CYPRESS TREE GROWING ABOUT IN THE CENTER
 GV5317'LINE OF THE SMALL DRAIN, NOTE 15A.  ON THE OPPOSITE SIDE OF
 GV5317'THIS TREE IS THE WITNESS MARK NO. 1 FOR PEN, 1910.
 GV5317
 GV5317                          STATION RECOVERY (1942)
 GV5317
 GV5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5317'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GV5317'THE DESCRIPTION IS ADEQUATE.
 GV5317'
 GV5317'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED.
 GV5317
 GV5317                          STATION RECOVERY (1942)
 GV5317
 GV5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5317'1938 DESCRIPTION IS ADEQUATE EXCEPT THAT PEN R.M. NO. 2 IS
 GV5317'21.750 METERS FROM STATION INSTEAD OF 21.918 METERS.
 GV5317
 GV5317                          STATION RECOVERY (1948)
 GV5317
 GV5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5317'RECOVERED AS DESCRIBED.  STATION, REFERENCE MARKS, AND STATION
 GV5317'PEN, 1910, FOUND IN GOOD CONDITION AND APPARENTLY UNDISTURBED.
 GV5317'DESCRIPTION IS ADEQUATE.
 GV5317
 GV5317                          STATION RECOVERY (1998)
 GV5317
 GV5317'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5317'MARK NOT FOUND.
 GV5317
 GV5317                          STATION RECOVERY (2003)
 GV5317
 GV5317'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2265 ***********************************************************************
 HV2265  DESIGNATION -  DUNN LORING
 HV2265  PID         -  HV2265
 HV2265  STATE/COUNTY-  VA/FAIRFAX
 HV2265  USGS QUAD   -  FALLS CHURCH (1994)
 HV2265
 HV2265                         *CURRENT SURVEY CONTROL
 HV2265  ___________________________________________________________________
 HV2265* NAD 83(1993)-  38 53 17.50599(N)    077 13 43.13620(W)     ADJUSTED  
 HV2265* NAVD 88     -       134.472  (meters)     441.18   (feet)  ADJUSTED  
 HV2265  ___________________________________________________________________
 HV2265  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HV2265  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV2265  DYNAMIC HT  -         134.398 (meters)     440.94  (feet)  COMP
 HV2265  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 HV2265
 HV2265  HORZ ORDER  -  SECOND
 HV2265  VERT ORDER  -  SECOND    CLASS 0
 HV2265
 HV2265.The horizontal coordinates were established by classical geodetic methods
 HV2265.and adjusted by the National Geodetic Survey in November 1994..
 HV2265
 HV2265.The orthometric height was determined by differential leveling
 HV2265.and adjusted by the National Geodetic Survey in June 1991..
 HV2265
 HV2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2265
 HV2265.The geoid height was determined by GEOID03.
 HV2265
 HV2265.The dynamic height is computed by dividing the NAVD 88
 HV2265.geopotential number by the normal gravity value computed on the
 HV2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2265.degrees latitude (g = 980.6199 gals.).
 HV2265
 HV2265.The modeled gravity was interpolated from observed gravity values.
 HV2265
 HV2265;                    North         East     Units Scale Factor Converg.
 HV2265;SPC VA N     - 2,136,353.571 3,610,297.691   MT  0.99995952   +0 47 36.5
 HV2265;SPC VA N     - 7,009,020.01 11,844,785.01   sFT  0.99995952   +0 47 36.5
 HV2265;UTM  18      - 4,306,730.498   306,703.609   MT  1.00006011   -1 23 58.5
 HV2265
 HV2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2265!SPC VA N     -   0.99998389  x   0.99995952  =   0.99994341
 HV2265!UTM  18      -   0.99998389  x   1.00006011  =   1.00004400
 HV2265
 HV2265:                Primary Azimuth Mark                     Grid Az
 HV2265:SPC VA N     -  FALLS CH RAD STA WOL TOWER               092 03 07.7
 HV2265:UTM  18      -  FALLS CH RAD STA WOL TOWER               094 14 42.7
 HV2265
 HV2265|---------------------------------------------------------------------|
 HV2265| PID    Reference Object                     Distance      Geod. Az  |
 HV2265|                                                           dddmmss.s |
 HV2265| HV4814 FALLS CH RAD STA WOL TOWER          APPROX. 2.4 KM 0925044.2 |
 HV2265| HV2264 DUNN LORING RM 1                     26.344 METERS 13513     |
 HV2265| HV2266 DUNN LORING RM 2                     22.548 METERS 21449     |
 HV2265| HV5176 FAIRFAX CO POLICE RAD MAST          APPROX. 8.3 KM 2353335.0 |
 HV2265| HV2276 PEACH GROVE 2                       APPROX. 3.5 KM 3591124.9 |
 HV2265|---------------------------------------------------------------------|
 HV2265
 HV2265                          SUPERSEDED SURVEY CONTROL
 HV2265
 HV2265  NAD 83(1993)-  38 53 17.50510(N)    077 13 43.13897(W) AD(       ) 2
 HV2265  NAD 83(1986)-  38 53 17.50468(N)    077 13 43.14846(W) AD(       ) 2
 HV2265  NAD 27      -  38 53 17.10319(N)    077 13 44.20847(W) AD(       ) 2
 HV2265  NGVD 29 (??/??/??)  134.697  (m)          441.92   (f) ADJUSTED    2 0
 HV2265
 HV2265.Superseded values are not recommended for survey control.
 HV2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2265.See file dsdata.txt to determine how the superseded data were derived.
 HV2265
 HV2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0670406730(NAD 83)
 HV2265_MARKER: DS = TRIANGULATION STATION DISK
 HV2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2265_SP_SET: CONCRETE POST
 HV2265_STAMPING: DUNN LORING 1958
 HV2265_MARK LOGO: CGS   
 HV2265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2265+STABILITY: SURFACE MOTION
 HV2265
 HV2265  HISTORY     - Date     Condition        Report By
 HV2265  HISTORY     - 1958     MONUMENTED       CGS
 HV2265  HISTORY     - 1960     GOOD             CGS
 HV2265  HISTORY     - 1968     GOOD             CGS
 HV2265  HISTORY     - 1975     GOOD             NGS
 HV2265  HISTORY     - 1975     GOOD             NGS
 HV2265  HISTORY     - 19920120 GOOD             MSI
 HV2265  HISTORY     - 20050410 GOOD             GEOCAC
 HV2265
 HV2265                          STATION DESCRIPTION
 HV2265
 HV2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV2265'THE STATION IS ABOUT 3 MILES WEST OF FALLS CHURCH, 2 MILES
 HV2265'SOUTH OF TYSONS CROSSROADS AND 1-1/2 MILES NORTH OF U.S.
 HV2265'HIGHWAY 50, ON THE HIGHEST POINT OF A TIMBERED COVERED HILL,
 HV2265'AND IS ON LAND OWNED BY MR. CHARLES A. LALLY M.D.
 HV2265'
 HV2265'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50, 211 AND
 HV2265'29 AT THE FAIRFAX TRAFFIC CIRCLE, GO NORTHEAST ON U.S. HIGHWAYS
 HV2265'211 AND 29 FOR 3.0 MILES TO CROSSROAD INTERSECTION WITH
 HV2265'GALLOWS ROAD, IN MERRIFIELD.  TURN LEFT, GO 1.0 MILE TO
 HV2265'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO ABOUT 50 FEET
 HV2265'TO A ROAD FORK.  TAKE LEFT FORK, FOLLOW THE WOODS ROAD FOR
 HV2265'0.1 MILE TO HIGHEST PART OF HILL AND THE STATION.
 HV2265'
 HV2265'STATION MARKS ARE STANDARD DISKS STAMPED DUNN LORING 1958.
 HV2265'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH
 HV2265'WITH THE SURFACE OF THE GROUND.  IT IS 229 FEET SOUTHWEST
 HV2265'OF THE SOUTHWEST CORNER OF THE MOST NORTHERLY HOUSE OF TWO
 HV2265'WHICH ARE AT BASE OF HILL.  A STANDARD WITNESS POST WAS
 HV2265'SET 3 FEET SOUTHEAST OF MARK.  THE UNDERGROUND DISK IS SET
 HV2265'IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE
 HV2265'OF THE GROUND.
 HV2265'
 HV2265'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUNN LORING
 HV2265'NO 1 1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV2265'1 INCH.  IT IS ON THE EASTERLY SLOPE OF HILL.
 HV2265'
 HV2265'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUNN LORING
 HV2265'NO 2 1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HV2265'1 INCH.  IT IS ON THE SOUTHERLY SLOPE OF HILL.
 HV2265'
 HV2265'NO AZIMUTH MARK WAS SET.
 HV2265'
 HV2265'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 HV2265
 HV2265                          STATION RECOVERY (1960)
 HV2265
 HV2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2265'0.4 MI S FROM DUNN LORING.
 HV2265'ABOUT 0.3 MILE SOUTH ALONG DUNN LORING ROAD FROM DUNN LORING
 HV2265'SCHOOL AT DUNN LORING, THENCE ABOUT 0.1 MILE WEST-SOUTHWEST
 HV2265'ALONG A WOODS TRAIL, ON TOP OF A WOODED KNOLL, 229 FEET SOUTHEAST
 HV2265'OF THE SOUTHWEST CORNER OF NORTHWESTERNMOST ONE OF TWO HOUSES,
 HV2265'16 FEET SOUTHEAST OF A 24-INCH BLACK OAK TREE WITH TRIANGULATION
 HV2265'BLAZE AND METAL WITNESS SIGN, 86.4 FEET NORTHWEST OF R M 1,
 HV2265'74.1 FEET NORTHEAST OF R M 2, AND SET IN TOP OF A CONCRETE POST
 HV2265'FLUSH WITH THE GROUND.
 HV2265
 HV2265                          STATION RECOVERY (1968)
 HV2265
 HV2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WST)
 HV2265'GOOD-VERY GOOD CONDITION
 HV2265'
 HV2265'ALL REFERENCE CHECK GOOD
 HV2265'
 HV2265'TRIANGULATION STATION
 HV2265'
 HV2265'A LITTLE DIFFICULT TO FIND BY DESCRIPTION.
 HV2265
 HV2265                          STATION RECOVERY (1975)
 HV2265
 HV2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HV2265'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED AND
 HV2265'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN
 HV2265'DESTROYED, WITH PERMISSION, FOR CONSTRUCTION OF TENNIS COURTS.
 HV2265'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS TIME.  A SHORTER DISTANCE
 HV2265'OF .08 FOOT OR .022 METERS WAS FOUND IN THE DISTANCE TO REFERENCE
 HV2265'MARK NO. 2.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HV2265'ADDITIONAL INFORMATION.
 HV2265'
 HV2265'STATION IS NOW LOCATED ON CITY PROPERTY AND A PARK IS PRESENTLY UNDER
 HV2265'CONSTRUCTION.  STATION IS 46 FEET WEST OF FENCE AROUND TENNIS
 HV2265'COURTS, 29 FEET EAST OF CENTERLINE OF ASPHALT FOOTPATH, 16 FEET
 HV2265'SOUTHEAST OF TWIN OAK TREE WITH TRIANGLE BLAZE AND 13 FEET
 HV2265'NORTHWEST OF TWIN OAK TREE WITH TRIANGLE BLAZE.
 HV2265'
 HV2265'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTERLINE OF ASPHALT
 HV2265'FOOTPATH AND 8 FEET SOUTHWEST OF 24 INCH OAK TREE.
 HV2265'
 HV2265'REFERENCE MARK NO. 3 IS 30 FEET EAST OF THE CENTER OF ASPHALT
 HV2265'FOOTPATH, 29 FEET WEST OF FENCE AROUND TENNIS COURTS, 10 FEET WEST
 HV2265'OF 24 INCH OAK TREE AND 10 FEET SOUTHEAST OF 20 INCH OAK TREE.  THE
 HV2265'MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 HV2265'ABOUT FLUSH WITH THE GROUND, 10 INCHES IN DIAMETER, AND THE DISK IS
 HV2265'STAMPED DUNN LORING 1958 NO 3 1975.
 HV2265'
 HV2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRFAX.
 HV2265
 HV2265                          STATION RECOVERY (1975)
 HV2265
 HV2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HV2265'RECOVERED IN GOOD CONDITION.
 HV2265
 HV2265                          STATION RECOVERY (1992)
 HV2265
 HV2265'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2265'0.3 MILE (0.5 KM) SOUTH ALONG DUNN LORING ROAD FROM DUNN LORING
 HV2265'SCHOOL AT DUNN LORING, THENCE ABOUT 0.1 MILE (0.2 KM) WEST-SOUTHWEST
 HV2265'ALONG A WOODS TRAIL, ON TOP OF A WOODED KNOLL, 229 FEET (69.8 M)
 HV2265'SOUTHEAST OF THE SOUTHWEST CORNER OF NORTHWESTERNMOST ONE OF TWO
 HV2265'HOUSES, 16 FEET (4.9 M) SOUTHEAST OF A 24-INCH BLACK OAK TREE WITH
 HV2265'TRIANGULATION BLAZE AND METAL WITNESS SIGN, 86.4 FEET (26.3 M)
 HV2265'NORTHWEST OF R M 1, 74.1 FEET (22.6 M) NORTHEAST OF R M 2, AND SET IN
 HV2265'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HV2265
 HV2265                          STATION RECOVERY (2005)
 HV2265
 HV2265'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV2265'FOUND AS DESCRIBED, UPHILL FROM THE TENNIS COURT, BETWEEN THE FENCE ON
 HV2265'THE WEST SIDE OF THE TENNIS COURT AND A PAVED PATH, AND WELL-MARKED
 HV2265'WITH A STANDARD METAL WITNESS POST.
 HV2265' 
 HV2265'THE MARK IS DESCRIBED WITH RESPECT TO TWO TWIN OAK TREES IN THE 1975
 HV2265'RECOVERY NOTE. ONE TWIN OAK, DESCRIBED AS 16 FEET FROM THE MARK, WAS
 HV2265'NOT OBSERVED. THE OTHER TWIN OAK, DESCRIBED AS 13 FEET FROM THE MARK,
 HV2265'WAS OBSERVED WITH ITS BLAZE STILL VISIBLE, THOUGH GROWN OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7986 ***********************************************************************
 HV7986  DESIGNATION -  DUNN LORING RM 3
 HV7986  PID         -  HV7986
 HV7986  STATE/COUNTY-  VA/FAIRFAX
 HV7986  USGS QUAD   -  FALLS CHURCH (1994)
 HV7986
 HV7986                         *CURRENT SURVEY CONTROL
 HV7986  ___________________________________________________________________
 HV7986* NAD 83(1986)-  38 53 17.     (N)    077 13 43.     (W)     SCALED    
 HV7986* NAVD 88     -       133.89   (meters)     439.3    (feet)  RESET     
 HV7986  ___________________________________________________________________
 HV7986  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV7986
 HV7986  VERT ORDER  -  THIRD
 HV7986
 HV7986.The horizontal coordinates were scaled from a topographic map and have
 HV7986.an estimated accuracy of +/- 6 seconds.
 HV7986
 HV7986.The orthometric height was computed from unverified reset data.
 HV7986.No vertical observational check was made to the station.
 HV7986
 HV7986.The geoid height was determined by GEOID03.
 HV7986
 HV7986;                    North         East    Units  Estimated Accuracy
 HV7986;SPC VA N     - 2,136,340.    3,610,300.      MT  (+/- 180 meters Scaled)
 HV7986
 HV7986                          SUPERSEDED SURVEY CONTROL
 HV7986
 HV7986  NGVD 29 (??/??/??)  134.11   (m)          440.0    (f) RESET       3  
 HV7986
 HV7986.Superseded values are not recommended for survey control.
 HV7986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7986.See file dsdata.txt to determine how the superseded data were derived.
 HV7986
 HV7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ067067(NAD 83)
 HV7986_MARKER: DR = REFERENCE MARK DISK
 HV7986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7986_STAMPING: DUNN LORING 1958 NO 3 1975
 HV7986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7986+STABILITY: SURFACE MOTION
 HV7986
 HV7986  HISTORY     - Date     Condition        Report By
 HV7986  HISTORY     - 1975     MONUMENTED       NGS
 HV7986
 HV7986                          STATION DESCRIPTION
 HV7986
 HV7986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7986'AT FAIRFAX FROM DUNN LORING.
 HV7986'AT A CITY PARK, 50.85 FEET SOUTH OF TRIANGULATION STATION DUNN LORING
 HV7986'1958, 30 FEET EAST OF THE CENTER OF ASPHALT FOOTPATH, 29 FEET WEST OF
 HV7986'FENCE AROUND TENNIS COURTS, 10 FEET WEST OF 24 INCH OAK TREE AND 10
 HV7986'FEET SOUTHEAST OF 20 INCH OAK TREE. DISK IS SET FLUSH IN THE TOP OF
 HV7986'A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND AND 10 INCHES IN
 HV7986'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3358 ***********************************************************************
 GA3358  DESIGNATION -  DUNN RESET
 GA3358  PID         -  GA3358
 GA3358  STATE/COUNTY-  VA/WASHINGTON
 GA3358  USGS QUAD   -  BLOUNTVILLE (1978)
 GA3358
 GA3358                         *CURRENT SURVEY CONTROL
 GA3358  ___________________________________________________________________
 GA3358* NAD 83(1993)-  36 35 44.48277(N)    082 15 57.39823(W)     ADJUSTED  
 GA3358* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 GA3358  ___________________________________________________________________
 GA3358  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GA3358  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GA3358
 GA3358  HORZ ORDER  -  SECOND
 GA3358
 GA3358.The horizontal coordinates were established by classical geodetic methods
 GA3358.and adjusted by the National Geodetic Survey in December 1995..
 GA3358
 GA3358.The orthometric height was scaled from a topographic map.
 GA3358
 GA3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3358
 GA3358.The geoid height was determined by GEOID03.
 GA3358
 GA3358;                    North         East     Units Scale Factor Converg.
 GA3358;SPC VA S     - 1,035,835.826 3,163,097.990   MT  1.00003543   -2 17 08.3
 GA3358;SPC VA S     - 3,398,404.71 10,377,597.32   sFT  1.00003543   -2 17 08.3
 GA3358;SPC TN       -   257,388.505   934,057.274   MT  1.00003665   +2 11 09.8
 GA3358;SPC TN       -   844,448.79  3,064,486.24   sFT  1.00003665   +2 11 09.8
 GA3358;UTM  17      - 4,050,768.285   386,765.022   MT  0.99975797   -0 45 17.2
 GA3358
 GA3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3358!SPC VA S     -   0.99989915  x   1.00003543  =   0.99993458
 GA3358!SPC TN       -   0.99989915  x   1.00003665  =   0.99993580
 GA3358!UTM  17      -   0.99989915  x   0.99975797  =   0.99965715
 GA3358
 GA3358|---------------------------------------------------------------------|
 GA3358| PID    Reference Object                     Distance      Geod. Az  |
 GA3358|                                                           dddmmss.s |
 GA3358| AJ2312 DUNN RM 1                            15.893 METERS 05400     |
 GA3358| AJ2313 DUNN RM 2                                          15500     |
 GA3358|---------------------------------------------------------------------|
 GA3358
 GA3358                          SUPERSEDED SURVEY CONTROL
 GA3358
 GA3358  NAD 83(1993)-  36 35 44.48234(N)    082 15 57.39866(W) AD(       ) 2
 GA3358  NAD 83(1986)-  36 35 44.49146(N)    082 15 57.40441(W) AD(       ) 2
 GA3358  NAD 27      -  36 35 44.13200(N)    082 15 57.92500(W) AD(       ) 2
 GA3358
 GA3358.Superseded values are not recommended for survey control.
 GA3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3358.See file dsdata.txt to determine how the superseded data were derived.
 GA3358
 GA3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8676550768(NAD 83)
 GA3358_MARKER: DS = TRIANGULATION STATION DISK
 GA3358_SETTING: 66 = SET IN ROCK OUTCROP
 GA3358_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 GA3358_STAMPING: DUNN 1895 1933
 GA3358_MARK LOGO: CGS   
 GA3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3358+STABILITY: SURFACE MOTION
 GA3358
 GA3358  HISTORY     - Date     Condition        Report By
 GA3358  HISTORY     - 1933     MONUMENTED       CGS
 GA3358  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GA3358  HISTORY     - 1958     GOOD             CGS
 GA3358  HISTORY     - 20000616 GOOD             TN0290
 GA3358
 GA3358                          STATION DESCRIPTION
 GA3358
 GA3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (AHB)
 GA3358'STATION ORIGINALLY MARKED BY DRILL HOLE AT INTERSECTION
 GA3358'OF N-S AND E-W LINES ON SURFACE OF LARGE ROCK SURROUNDED
 GA3358'BY LETTERS U.S.C.S. REMARKED IN 1933 BY SETTING STANDARD
 GA3358
 GA3358                          STATION RECOVERY (1933)
 GA3358
 GA3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 GA3358'STATION IS ON VIRGINIA-TENNESSEE STATE LINE WHERE IT CROSSES
 GA3358'RIDGE ABOUT 5 MILES W OF BRISTOL, ON SUMMIT OF RIDGE AND
 GA3358'SHORT DISTANCE SW OF HIGHER POINT ON SAME RIDGE.
 GA3358'
 GA3358'STATION ORIGINALLY MARKED BY DRILL HOLE AT INTERSECTION
 GA3358'OF N-S AND E-W LINES ON SURFACE OF LARGE ROCK SURROUNDED
 GA3358'BY LETTERS U.S.C.S. REMARKED IN 1933 BY SETTING STANDARD
 GA3358'STATION DISK IN SAME DRILL HOLE.
 GA3358'
 GA3358'TWO STANDARD REFERENCE DISKS IN ROCK OUTCROPS WERE ESTABLISHED
 GA3358'IN 1933.  REFERENCE MARK NO. 1 IS 8.452 METERS (27.73 FEET) FROM
 GA3358'STATION IN BEARING N 54 DEG E.  REFERENCE MARK NO. 2 IS 15.893
 GA3358'METERS (52.14 FEET) FROM STATION IN BEARING S 25 DEG E.
 GA3358'
 GA3358'TO REACH THE STATION FROM BRISTOL, GO W FROM CITY LIMITS
 GA3358'0.4 MILE ON U.S. HIGHWAY 11, TURN RIGHT AT INTERSECTION
 GA3358'ONTO NEW U.S. HIGHWAY 58 AND FOLLOW 1.2 MILES TO DIRT ROAD,
 GA3358'TURN LEFT, CROSS CREEK, TURN LEFT AND CONTINUE 0.4 MILE
 GA3358'TO LARGE HOUSE WITH ROCK WALL ALONG ROAD, TURN RIGHT ACROSS
 GA3358'CREEK AND GO 0.8 MILE, TURN LEFT AND CONTINUE 1.5 MILES
 GA3358'TO LANE ON LEFT ON PROPERTY OF JAMES BURDINE AND END OF
 GA3358'TRUCK TRAVEL AND FOLLOW LANE UP HILL ABOUT 500 YARDS TO
 GA3358'STATION SITE.
 GA3358
 GA3358                          STATION RECOVERY (1958)
 GA3358
 GA3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GA3358'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION
 GA3358'AND AS DESCRIBED IT IS ON THE SUMMIT OF THE LOW RIDGE BETWEEN
 GA3358'THE HIGHER HILLS.  THE MARK IS IN A VERY LARGE OUTCROP OF
 GA3358'ROCK, ON THE WESTERN SIDE OF THE NORTHERN ONE OF 3 LARGE
 GA3358'DEEP HOLES OR CRATERS.
 GA3358'
 GA3358'THE TWO REFERENCE MARKS ESTABLISHED IN 1933 WERE RECOVERED
 GA3358'AND FOUND TO BE IN GOOD CONDITION.
 GA3358'
 GA3358'REFERENCE MARK NO. 1 IS IN SAME OUTCROP OF ROCK AS STATION
 GA3358'AND ABOUT 4 FEET LOWER IN ELEVATION.
 GA3358'
 GA3358'REFERENCE MARK NO. 2 IS IN OUTCROP OF ROCK PROJECTING FROM
 GA3358'THE BANK OF THE DEEP HOLE AND IS PARTLY COVERED OVER.
 GA3358'
 GA3358'TO REACH THE STATION FROM THE NORFOLK AND WESTERN RAILWAY
 GA3358'STATION IN BRISTOL, GO WEST ON STATE STREET FOR 1.7 MILES
 GA3358'TO WHERE U.S. HIGHWAY 11 TURNS LEFT, CONTINUE STRAIGHT AHEAD
 GA3358'ON STATE HIGHWAY 58 FOR 1.2 MILES TO A SIDE ROAD LEFT, COUNTY
 GA3358'ROUTE 761 AND SIGN DISHNERS VALLEY, TURN LEFT, GO 0.5 MILE
 GA3358'TO A SIDE ROAD RIGHT, COUNTY ROUTE 637, TURN RIGHT, GO 0.75
 GA3358'MILE TO A SIDE ROAD LEFT, COUNTY ROUTE 636, TURN LEFT, GO
 GA3358'1.5 MILES TO A SIDE ROAD RIGHT, CONTINUE 0.05 MILE TO A
 GA3358'BOARD GATE ON THE LEFT, GO THROUGH GATE AND CONTINUE IN
 GA3358'LANE FOR ABOUT 0.15 MILE TO END OF TRUCK TRAVEL, PACK ABOUT
 GA3358'15 MINUTES TO TOP OF LOW RIDGE AND STATION, STATION HARD
 GA3358'TO FIND IN THE DENSE WOODS.
 GA3358
 GA3358                          STATION RECOVERY (2000)
 GA3358
 GA3358'RECOVERY NOTE BY CITY OF BRISTOL TENNESSEE 2000
 GA3358'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AS
 GA3358'DESCRIBED, THE MARK IS NEAR THE SUMMIT OF THE LOW RIDGE BETWEEN THE
 GA3358'HIGHER HILLS, A SADDLE, IN A RIDGE, SAID RIDGE BEING CALLED DECK
 GA3358'RIDGE.  THE MARK IS IN A VERY LARGE OUTCROP OF ROCK ON THE WESTERN
 GA3358'SIDE OF THE MOST NORTHERN SINKHOLE OR CRATER, OF THREE SINKHOLES OR
 GA3358'CRATERS.  THE STATION MARK IS FURTHER DESCRIBED AS BEING LOCATED 4 FT
 GA3358'(1.2 M) NORTHWEST OF A RED CARSONITE SIGN, SAID SIGN BEING SET
 GA3358'6/12/2000, AND ALSO BEING 7.8 FT (2.4 M) EAST OF A BLAZED 20 INCH
 GA3358'WALNUT TREE.  THIS MARK WAS COVERED BY LEAVES AND POISON IVY AND
 GA3358'DIFFICULT TO LOCATE.  THE TIMBER IN THIS AREA HAD BEEN RECENTLY
 GA3358'HARVESTED AND THE YOUNG GROWTH WAS VERY THICK.  THE TWO REFERENCE
 GA3358'MARKS ESTABLISHED IN 1933 WERE ALSO RECOVERED AND FOUND TO BE IN GOOD
 GA3358'CONDITION.  REFERENCE MARK NO 1 IS IN THE SAME OUTCROP OF ROCK AS
 GA3358'STATION AND ABOUT 4 FT (1.2 M) LOWER IN ELEVATION.  THIS MARK WAS
 GA3358'COVERED WITH LEAVES AND POISON IVY.  REFERENCE MARK NO 2 IS IN A SMALL
 GA3358'OUTCROP OF ROCK PROJECTING OUT FROM THE SOUTHWESTERLY BANK OF THE
 GA3358'SINKHOLE OR CRATER.  THIS MARK WAS PARTLY COVERED BY LEAVES AND TREE
 GA3358'LAPS.  NOTE- THE PROPERTY OWNER AND HIS SON KNEW THE LOCATION OF THESE
 GA3358'MARKS AND WERE OF GREAT ASSISTANCE TO THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4572 ***********************************************************************
 HV4572  DESIGNATION -  DUNN RESET
 HV4572  PID         -  HV4572
 HV4572  STATE/COUNTY-  VA/FAIRFAX
 HV4572  USGS QUAD   -  ALEXANDRIA (1994)
 HV4572
 HV4572                         *CURRENT SURVEY CONTROL
 HV4572  ___________________________________________________________________
 HV4572* NAD 83(1993)-  38 45 12.61394(N)    077 03 53.88667(W)     ADJUSTED  
 HV4572* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 HV4572  ___________________________________________________________________
 HV4572  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HV4572  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV4572
 HV4572  HORZ ORDER  -  SECOND
 HV4572
 HV4572.The horizontal coordinates were established by classical geodetic methods
 HV4572.and adjusted by the National Geodetic Survey in November 1994..
 HV4572
 HV4572.The orthometric height was scaled from a topographic map.
 HV4572
 HV4572.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4572
 HV4572.The geoid height was determined by GEOID03.
 HV4572
 HV4572;                    North         East     Units Scale Factor Converg.
 HV4572;SPC VA N     - 2,121,612.923 3,624,730.617   MT  0.99995119   +0 53 44.3
 HV4572;SPC VA N     - 6,960,658.40 11,892,137.03   sFT  0.99995119   +0 53 44.3
 HV4572;UTM  18      - 4,291,447.783   320,563.509   MT  0.99999650   -1 17 34.6
 HV4572
 HV4572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4572!SPC VA N     -   0.99999538  x   0.99995119  =   0.99994657
 HV4572!UTM  18      -   0.99999538  x   0.99999650  =   0.99999188
 HV4572
 HV4572|---------------------------------------------------------------------|
 HV4572| PID    Reference Object                     Distance      Geod. Az  |
 HV4572|                                                           dddmmss.s |
 HV4572| DC6228 DUNN RM 1                            20.548 METERS 07337     |
 HV4572| HV4916 FORT HUNT YELLOW WATER TANK         APPROX. 4.4 KM 1614554.6 |
 HV4572| HV4915 FORT HUNT FLAGSTAFF                 APPROX. 4.4 KM 1642929.9 |
 HV4572| HV4748 DUNN RM 2                            21.934 METERS 17726     |
 HV4572| HV4951 BRYANTS POINT FLAGSTAFF             APPROX. 6.4 KM 1804333.2 |
 HV4572| HV4923 RIVER FARM BARN CUPOLA              APPROX. 4.6 KM 1805939.0 |
 HV4572| HV4924 RIVER FARM HOUSE CUPOLA             APPROX. 4.7 KM 1821155.5 |
 HV4572| HV4547 ALEXANDRIA EPISCOPAL SCHOOL         APPROX. 7.8 KM 3422332.7 |
 HV4572| HV4608 ALEXANDRIA EPIS THEO SEM SPIRE      APPROX. 7.8 KM 3423601.5 |
 HV4572|---------------------------------------------------------------------|
 HV4572
 HV4572                          SUPERSEDED SURVEY CONTROL
 HV4572
 HV4572  NAD 83(1993)-  38 45 12.61155(N)    077 03 53.88898(W) AD(       ) 2
 HV4572  NAD 83(1986)-  38 45 12.61244(N)    077 03 53.90030(W) AD(       ) 2
 HV4572  NAD 27      -  38 45 12.20231(N)    077 03 54.98072(W) AD(       ) 2
 HV4572
 HV4572.Superseded values are not recommended for survey control.
 HV4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4572.See file dsdata.txt to determine how the superseded data were derived.
 HV4572
 HV4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2056491448(NAD 83)
 HV4572_MARKER: DS = TRIANGULATION STATION DISK
 HV4572_SETTING: 0 = UNSPECIFIED SETTING
 HV4572
 HV4572  HISTORY     - Date     Condition        Report By
 HV4572  HISTORY     - 1947     MONUMENTED       CGS
 HV4572  HISTORY     - 1969     GOOD             CGS
 HV4572  HISTORY     - 1980     GOOD             VA-059
 HV4572
 HV4572                          STATION DESCRIPTION
 HV4572
 HV4572'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 HV4572'THE STATION WAS RECOVERED AS DESCRIBED.  THE OLD MARK BEING IN
 HV4572'POOR CONDITION, A NEW MARK WAS SET.  A COMPLETE NEW DESCRIPTION
 HV4572'FOLLOWS--
 HV4572'
 HV4572'THE STATION IS LOCATED ON THE ESTATE OF MERLE THORPE, WHICH IS
 HV4572'APPROXIMATELY 3 MILES S OF ALEXANDRIA ALONG MT. VERNON MEMORIAL
 HV4572'HIGHWAY AND 1-1/4 MILES W OF MT. VERNON MEMORIAL HIGHWAY.  THE
 HV4572'MARK IS 55 FEET NE OF AN OLD STONE WELL AND IS DUE E OF THE CENTER
 HV4572'OF THE MAIN HOUSE.  THE MARK IS ABOUT 5 INCHES BELOW THE SURFACE
 HV4572'OF THE GROUND AND IS STAMPED DUNN 1901 - 1947.
 HV4572'
 HV4572'REFERENCE MARK 1 IS 55 FEET E OF THE CENTER LINE OF THE DRIVE
 HV4572'AND ABOUT IN LINE WITH THE N SIDE OF THE MAIN HOUSE.  IT IS FLUSH
 HV4572'WITH THE SURFACE OF THE GROUND AND IS STAMPED DUNN R.M. 1 1947.
 HV4572'
 HV4572'REFERENCE MARK 2 IS 44 FEET E OF THE CENTER LINE OF THE DRIVE
 HV4572'AND 71 FEET E OF AN OLD STONE WELL.  IT IS FLUSH WITH THE SURFACE
 HV4572'AND IS STAMPED DUNN R.M. 2 1947.
 HV4572
 HV4572                          STATION RECOVERY (1969)
 HV4572
 HV4572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4572'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HV4572'CONDITION.  A TOWER COULD NOT BE ERECTED OVER THE STATION DUE TO ITS
 HV4572'PROXIMITY TO A PAVED DRIVEWAY.  OBSERVATIONS WERE MADE FROM
 HV4572'REFERENCE MARK 2 AND A TRAVERSE CONNECTION MADE TO IT.
 HV4572'
 HV4572'RESULTS OF A SECOND ORDER TRAVERSE.
 HV4572'
 HV4572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 HV4572'ALEXANDRIA.
 HV4572
 HV4572                          STATION RECOVERY (1980)
 HV4572
 HV4572'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1980 (RD)
 HV4572'DUNN 1901 - 1947 RECOVERED IN GOOD CONDITION.
 HV4572'
 HV4572'DUNN RM 1 1947 RECOVERED IN GOOD CONDITION.
 HV4572'
 HV4572'DUNN RM 2 1969 RECOVERED IN GOOD CONDITION.
 HV4572'
 HV4572'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5 MILES SOUTH
 HV4572'OF ALEXANDRIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4748 ***********************************************************************
 HV4748  DESIGNATION -  DUNN RM 2
 HV4748  PID         -  HV4748
 HV4748  STATE/COUNTY-  VA/FAIRFAX
 HV4748  USGS QUAD   -  ALEXANDRIA (1994)
 HV4748
 HV4748                         *CURRENT SURVEY CONTROL
 HV4748  ___________________________________________________________________
 HV4748* NAD 83(1993)-  38 45 11.90336(N)    077 03 53.84607(W)     ADJUSTED  
 HV4748* NAVD 88     -        62.2    (meters)     204.     (feet)  VERTCON   
 HV4748  ___________________________________________________________________
 HV4748  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HV4748  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV4748
 HV4748  HORZ ORDER  -  FIRST
 HV4748
 HV4748.The horizontal coordinates were established by classical geodetic methods
 HV4748.and adjusted by the National Geodetic Survey in November 1994..
 HV4748
 HV4748.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4748
 HV4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4748
 HV4748.The geoid height was determined by GEOID03.
 HV4748
 HV4748;                    North         East     Units Scale Factor Converg.
 HV4748;SPC VA N     - 2,121,591.030 3,624,731.940   MT  0.99995119   +0 53 44.3
 HV4748;SPC VA N     - 6,960,586.57 11,892,141.37   sFT  0.99995119   +0 53 44.3
 HV4748;SPC MD       -   120,623.351   394,353.771   MT  0.99995212   -0 02 26.8
 HV4748;SPC MD       -   395,745.11  1,293,809.00   sFT  0.99995212   -0 02 26.8
 HV4748;UTM  18      - 4,291,425.855   320,563.995   MT  0.99999650   -1 17 34.6
 HV4748
 HV4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4748!SPC VA N     -   0.99999530  x   0.99995119  =   0.99994649
 HV4748!SPC MD       -   0.99999530  x   0.99995212  =   0.99994742
 HV4748!UTM  18      -   0.99999530  x   0.99999650  =   0.99999180
 HV4748
 HV4748|---------------------------------------------------------------------|
 HV4748| PID    Reference Object                     Distance      Geod. Az  |
 HV4748|                                                           dddmmss.s |
 HV4748| DC6228 DUNN RM 1                            33.455 METERS 03403     |
 HV4748| HV4975 MOUNT VERNON 3                      APPROX. 5.1 KM 1985540.8 |
 HV4748| HV4983 WOODLEY HILLS COUNTY STANDPIPE      APPROX. 4.7 KM 2151413.3 |
 HV4748| HV4974 GUM SPRINGS COUNTY STANDPIPE        APPROX. 3.2 KM 2381234.2 |
 HV4748| HV4973 GUM SPRINGS RAD STA WPIK MAST       APPROX. 3.1 KM 2534602.0 |
 HV4748| HV4746 GROVETON BAP CH SPIRE               APPROX. 2.8 KM 3321159.9 |
 HV4748| HV4572 DUNN RESET                           21.934 METERS 35726     |
 HV4748|---------------------------------------------------------------------|
 HV4748
 HV4748                          SUPERSEDED SURVEY CONTROL
 HV4748
 HV4748  NAD 83(1993)-  38 45 11.90097(N)    077 03 53.84838(W) AD(       ) 1
 HV4748  NAD 83(1986)-  38 45 11.90188(N)    077 03 53.85970(W) AD(       ) 1
 HV4748  NAD 27      -  38 45 11.49160(N)    077 03 54.94013(W) AD(       ) 1
 HV4748  NGVD 29 (07/19/86)   62.5    (m)          205.     (f) VERT ANG       
 HV4748
 HV4748.Superseded values are not recommended for survey control.
 HV4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4748.See file dsdata.txt to determine how the superseded data were derived.
 HV4748
 HV4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2056491426(NAD 83)
 HV4748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4748+STABILITY: SURFACE MOTION
 HV4748
 HV4748  HISTORY     - Date     Condition        Report By
 HV4748  HISTORY     - 1969     MONUMENTED       CGS
 HV4748  HISTORY     - 1977     SEE DESCRIPTION  VA-059
 HV4748
 HV4748                          STATION DESCRIPTION
 HV4748
 HV4748'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4748'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  A TOWER
 HV4748'COULD NOT BE ERECTED OVER THE STATION DUE TO ITS PROXIMITY TO A
 HV4748'PAVED ROAD.  OBSERVATIONS WERE TAKEN FROM REFERENCE MARK 2 AND A
 HV4748'TRAVERSE CONNECTION WAS MADE TO THE STATION.  DUE TO ROAD CHANGES
 HV4748'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV4748'
 HV4748'THE STATION IS ABOUT 5 MILES SOUTH OF ALEXANDRIA, 1-1/4 MILES EAST OF
 HV4748'U.S. HIGHWAY 1, 3/4 MILE WEST OF THE GEORGE WASHINGTON MEMORIAL
 HV4748'PARKWAY, IN A GRASSY MEADOW WHICH IS THE HIGHEST POINT IN THE
 HV4748'IMMEDIATE VICINITY AND ON PROPERTY OF THE MOUNT VERNON UNITARIAN
 HV4748'CHURCH.
 HV4748'
 HV4748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 HV4748'HIGHWAY 236 IN ALEXANDRIA GO SOUTH ON HIGHWAY 1 FOR 1.0 MILE TO FORT
 HV4748'HUNT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON FORT HUNT
 HV4748'ROAD FOR 1.15 MILES TO BELLE VIEW BOULEVARD.  CONTINUE SOUTHERLY ON
 HV4748'FORT HUNT ROAD FOR 1.4 MILES TO MASON HILL ROAD ON THE RIGHT.
 HV4748'TURN RIGHT AND GO WESTERLY ON MASON HILL ROAD FOR 0.2 MILE TO WIND
 HV4748'MILL LANE.  TURN RIGHT AND GO NORTHWESTERLY ON WIND MILL LANE FOR
 HV4748'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY, UPHILL,
 HV4748'FOR 0.1 MILE TO A CIRCULAR DRIVE, A LARGE BRICK HOUSE AND THE
 HV4748'STATION NEAR THE EAST SIDE OF IT.
 HV4748'
 HV4748'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DUNN NO 2
 HV4748'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HV4748'WITH THE SURFACE OF THE GROUND.  IT IS 75.5 FEET SOUTHWEST OF A
 HV4748'POLE AND 43.0 FEET EAST OF THE CIRCULAR DRIVE.
 HV4748'
 HV4748'DUNN 1901 IS A STANDARD TRIANGULATION STATION DISK, STAMPED DUNN 1901
 HV4748'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 4
 HV4748'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 7.0 FEET WEST OF THE
 HV4748'CENTERLINE OF THE CIRCULAR DRIVE, 19.0 FEET SOUTHWEST OF THE POLE
 HV4748'AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV4748'
 HV4748'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNN NO 1 1947, SET IN
 HV4748'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HV4748'SURFACE OF THE GROUND.  IT IS 53.6 FEET NORTHEAST OF THE CENTERLINE
 HV4748'OF THE CIRCULAR DRIVE, 48.6 FEET NORTHEAST OF THE POLE, 19.0 FEET
 HV4748'WEST OF A TREE THAT IS 24 INCHES IN DIAMETER AND ABOUT THE SAME IN
 HV4748'ELEVATION AS THE STATION.
 HV4748'
 HV4748'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HV4748'
 HV4748'RESULTS OF A SECOND ORDER TRAVERSE.
 HV4748'
 HV4748'NOTE--IT WAS NOT POSSIBLE TO MEASURE TO THE LARGE BRICK HOUSE DUE TO
 HV4748'BRUSH.
 HV4748
 HV4748                          STATION RECOVERY (1977)
 HV4748
 HV4748'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV4748'THE STATION WAS RECOVERED ON A PREVIOUS VISIT TO THE SITE. RM 1 WAS
 HV4748'NOT LOCATED AFTER A ONE HOUR SEARCH. SEE FAIRFAX COUNTY TAX MAP 93-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5079 ***********************************************************************
 GV5079  DESIGNATION -  DUNNSVILLE
 GV5079  PID         -  GV5079
 GV5079  STATE/COUNTY-  VA/ESSEX
 GV5079  USGS QUAD   -  DUNNSVILLE (1985)
 GV5079
 GV5079                         *CURRENT SURVEY CONTROL
 GV5079  ___________________________________________________________________
 GV5079* NAD 83(1993)-  37 51 33.77233(N)    076 49 32.97356(W)     ADJUSTED  
 GV5079* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 GV5079  ___________________________________________________________________
 GV5079  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 GV5079  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 GV5079
 GV5079  HORZ ORDER  -  FIRST
 GV5079
 GV5079.The horizontal coordinates were established by classical geodetic methods
 GV5079.and adjusted by the National Geodetic Survey in November 1994..
 GV5079
 GV5079.The orthometric height was scaled from a topographic map.
 GV5079
 GV5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5079
 GV5079.The geoid height was determined by GEOID03.
 GV5079
 GV5079;                    North         East     Units Scale Factor Converg.
 GV5079;SPC VA S     - 1,170,663.896 3,647,316.815   MT  0.99998218   +1 00 58.0
 GV5079;SPC VA S     - 3,840,753.13 11,966,238.58   sFT  0.99998218   +1 00 58.0
 GV5079;UTM  18      - 4,191,784.166   339,384.972   MT  0.99991774   -1 07 14.9
 GV5079
 GV5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5079!SPC VA S     -   0.99999973  x   0.99998218  =   0.99998191
 GV5079!UTM  18      -   0.99999973  x   0.99991774  =   0.99991747
 GV5079
 GV5079|---------------------------------------------------------------------|
 GV5079| PID    Reference Object                     Distance      Geod. Az  |
 GV5079|                                                           dddmmss.s |
 GV5079| GV0908 DUNNSVILLE RM 1                      36.570 METERS 03048     |
 GV5079| DC9208 DUNNSVILLE RM 2                      43.168 METERS 25454     |
 GV5079| CA2475 DUNNSVILLE AZ MK                                   3075623.0 |
 GV5079|---------------------------------------------------------------------|
 GV5079
 GV5079                          SUPERSEDED SURVEY CONTROL
 GV5079
 GV5079  NAD 83(1986)-  37 51 33.77317(N)    076 49 32.99078(W) AD(       ) 1
 GV5079  NAD 27      -  37 51 33.27000(N)    076 49 34.11700(W) AD(       ) 1
 GV5079
 GV5079.Superseded values are not recommended for survey control.
 GV5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5079.See file dsdata.txt to determine how the superseded data were derived.
 GV5079
 GV5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3938591784(NAD 83)
 GV5079_MARKER: DS = TRIANGULATION STATION DISK
 GV5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5079
 GV5079  HISTORY     - Date     Condition        Report By
 GV5079  HISTORY     - 1934     MONUMENTED       CGS
 GV5079  HISTORY     - 1943     SEE DESCRIPTION  CGS
 GV5079  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV5079  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV5079  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV5079
 GV5079                          STATION DESCRIPTION
 GV5079
 GV5079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 GV5079'THIS IS A SECOND-ORDER STATION, LOCATED IN THE EXTREME SE
 GV5079'CORNER OF THE DUNNSVILLE SCHOOL GROUND, 32.50 METERS S OF THE
 GV5079'SE CORNER OF SCHOOL BUILDING 10 PACES E OF TOILET, 8 PACES N
 GV5079'OF THE PROPERTY OF MR. CATSBY WARE, 7 METERS NE OF MR. CATSBY
 GV5079'WARES FENCE AND LANE, MARK PROJECTS 8 INCHES.
 GV5079'
 GV5079'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5079'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 GV5079'AND 11A.
 GV5079'
 GV5079'REFERENCE MARK NO. 1 IS LOCATED 36.500 METERS N OF THE STATION,
 GV5079'1 FOOT N OF THE SE LINE BETWEEN THE SCHOOL PROPERTY AND MR.
 GV5079'WARES PROPERTY, 10 METERS E OF THE SE CORNER OF SCHOOL BUILDING
 GV5079'AND 9 PACES W OF THE END OF THE IRON FENCE THAT INCLOSES THE
 GV5079'FRONT OF THE SCHOOL.
 GV5079'
 GV5079'REFERENCE MARK NO. 2 IS LOCATED 43.168 METERS NW OF THE STATION
 GV5079'3 FEET N OF THE FENCE BETWEEN THE SCHOOL LAND AND MR. WARES
 GV5079'LANE 1/2-WAY BETWEEN THE TWO SCHOOL TOILETS.
 GV5079'
 GV5079'REFERENCE MARK NO. 3 IS LOCATED ABOUT 1/2 MILE N OF THE
 GV5079'STATION 72 YARDS N OF THE CENTER LINE OF PAVED ROAD, ON THE
 GV5079'TOP OF A LARGE HILL WHERE THE PATH LEADING FROM ROAD TO THE
 GV5079'HOUSE TOPS THE HILL, 2 FEET E OF THE FENCE, 11 PACES N OF A
 GV5079'6-INCH TWIN CEDAR TREE, 7 PACES S OF A 10-INCH CEDAR.  MARK
 GV5079'PROJECTS 6 INCHES.
 GV5079'
 GV5079'TO REACH FROM RAPPAHANNOCK GO SE ON HIGHWAY 17, 6.5 MILES TO
 GV5079'THE DUNNSVILLE SCHOOL, JUST N OF DUNNSVILLE ON THE E SIDE OF
 GV5079'HIGHWAY 17.  STATION IS LOCATED IN THE EXTREME SE CORNER OF
 GV5079'THE SCHOOLYARD.
 GV5079'
 GV5079'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV5079
 GV5079                          STATION RECOVERY (1943)
 GV5079
 GV5079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV5079'DISCREPANCIES ARE AS FOLLOWS--
 GV5079'
 GV5079'THE SCHOOL GROUND MENTIONED HAS BEEN SOLD TO MR. CATSBY WARE,
 GV5079'AND THE STATION IS NOW LOCATED ON HIS LAND.  THE TOILETS
 GV5079'REFERRED TO HAVE BEEN REMOVED.  THE STATION IS BURIED AND NOT
 GV5079'PROJECTING ABOVE THE GROUND.  THE IRON FENCE AROUND SCHOOL
 GV5079'GROUND HAS BEEN REMOVED.
 GV5079'
 GV5079'NEW DESCRIPTION--
 GV5079'
 GV5079'THIS STATION IS LOCATED ABOUT 0.1 MILE N OF DUNNSVILLE ALONG
 GV5079'ROUTE 17, ON THE PROPERTY OF MR. WARE, WHICH IS ADJACENT TO
 GV5079'THE DUNNSVILLE SCHOOL.  THE STATION IS 32.5 METERS S OF THE
 GV5079'SE CORNER OF THE SCHOOL BUILDING, 8 METERS N OF A FENCE ON MR.
 GV5079'CATSBY WARES PROPERTY, AND 7 METERS NE OF AN OLD LANE WHICH
 GV5079'RUNS FROM THE HOUSE IN A N DIRECTION TO A CORNER OF THE
 GV5079'ADJACENT WOODS.  THE STATION IS A BRONZE STATION DISK SET
 GV5079'IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW
 GV5079'THE SURFACE OF THE GROUND.
 GV5079'
 GV5079'REFERENCE MARK 1 IS LOCATED 36.5 METERS N OF THE STATION,
 GV5079'1-FOOT N OF THE LINE SEPARATING THE WARE PROPERTY AND SCHOOL
 GV5079'GROUNDS, AND 30 FEET E OF THE SE CORNER OF THE SCHOOL BUILDING.
 GV5079'THE MARK IS A BRONZE REFERENCE DISK, STAMPED NO. 1, SET IN THE
 GV5079'TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE
 GV5079'GROUND.  IT IS IN GOOD CONDITION.
 GV5079'
 GV5079'REFERENCE MARK 2 IS LOCATED ABOUT 4.3 METERS NW OF THE STATION
 GV5079'ON THE E EDGE OF AN OLD LANE LEADING TO THE HOUSE, DIRECTLY IN
 GV5079'LINE WITH THE CORNER OF A FENCE AND THE SW CORNER OF THE
 GV5079'ADJACENT WOODS.  THE MARK IS A BRONZE REFERENCE DISK, STAMPED
 GV5079'NO. 2, AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 GV5079'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS IN GOOD CONDITION.
 GV5079'
 GV5079'REFERENCE MARK 3 (THE AZIMUTH MARK) WAS NOT RECOVERED.  AFTER
 GV5079'A THOROUGH SEARCH WITH THE AID OF A RESIDENT OF THE VICINITY
 GV5079'WHO WAS FAMILIAR WITH THE LOCATIONS OF U.S.C. AND G.S. MARKS,
 GV5079'THE STATION WAS GIVEN UP AS LOST.  THE DESCRIPTION GIVEN WAS
 GV5079'VERY INADEQUATE.
 GV5079'
 GV5079'THE DISTANCE FROM THE STATION TO THE REFERENCE MARKS WERE
 GV5079'CHECKED AND FOUND CORRECT.
 GV5079
 GV5079                          STATION RECOVERY (1995)
 GV5079
 GV5079'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5079'MARK NOT FOUND.
 GV5079
 GV5079                          STATION RECOVERY (1999)
 GV5079
 GV5079'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5079'MARK NOT FOUND.
 GV5079
 GV5079                          STATION RECOVERY (2004)
 GV5079
 GV5079'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0908 ***********************************************************************
 GV0908  DESIGNATION -  DUNNSVILLE RM 1
 GV0908  PID         -  GV0908
 GV0908  STATE/COUNTY-  VA/ESSEX
 GV0908  USGS QUAD   -  DUNNSVILLE (1985)
 GV0908
 GV0908                         *CURRENT SURVEY CONTROL
 GV0908  ___________________________________________________________________
 GV0908* NAD 83(1986)-  37 51 33.     (N)    076 49 33.     (W)     SCALED    
 GV0908* NAVD 88     -        35.724  (meters)     117.20   (feet)  ADJUSTED  
 GV0908  ___________________________________________________________________
 GV0908  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 GV0908  DYNAMIC HT  -          35.700 (meters)     117.13  (feet)  COMP
 GV0908  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 GV0908  OBS GRAVITY -     979,971.1   (mgal)                       GRAV_OBS
 GV0908
 GV0908  VERT ORDER  -  FIRST     CLASS I
 GV0908
 GV0908.The horizontal coordinates were scaled from a topographic map and have
 GV0908.an estimated accuracy of +/- 6 seconds.
 GV0908
 GV0908.The orthometric height was determined by differential leveling
 GV0908.and adjusted by the National Geodetic Survey in June 1991..
 GV0908
 GV0908.The geoid height was determined by GEOID03.
 GV0908
 GV0908.The dynamic height is computed by dividing the NAVD 88
 GV0908.geopotential number by the normal gravity value computed on the
 GV0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0908.degrees latitude (g = 980.6199 gals.).
 GV0908
 GV0908.The modeled gravity was interpolated from observed gravity values.
 GV0908.The observed gravity was obtained from relative gravimeter ties
 GV0908.to the IGSN71 gravity network.
 GV0908
 GV0908;                    North         East    Units  Estimated Accuracy
 GV0908;SPC VA S     - 1,170,640.    3,647,320.      MT  (+/- 180 meters Scaled)
 GV0908
 GV0908                          SUPERSEDED SURVEY CONTROL
 GV0908
 GV0908  NGVD 29 (??/??/??)   35.968  (m)          118.00   (f) ADJUSTED    1 1
 GV0908
 GV0908.Superseded values are not recommended for survey control.
 GV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0908.See file dsdata.txt to determine how the superseded data were derived.
 GV0908
 GV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG393917(NAD 83)
 GV0908_MARKER: DR = REFERENCE MARK DISK
 GV0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0908_STAMPING: DUNNSVILLE NO 1 1934
 GV0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0908+STABILITY: SURFACE MOTION
 GV0908
 GV0908  HISTORY     - Date     Condition        Report By
 GV0908  HISTORY     - 1934     MONUMENTED       CGS
 GV0908  HISTORY     - 1971     GOOD             NGS
 GV0908  HISTORY     - 1971     GOOD             NGS
 GV0908  HISTORY     - 1978     GOOD             DMA
 GV0908  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0908  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0908  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0908
 GV0908                          STATION DESCRIPTION
 GV0908
 GV0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0908'RECOVERED IN GOOD CONDITION.
 GV0908
 GV0908                          STATION RECOVERY (1971)
 GV0908
 GV0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0908'0.2 MI NW FROM DUNNSVILLE.
 GV0908'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 GV0908'OF STATE HIGHWAY 611 AT DUNNSVILLE, AT THE NOW ABANDONED DUNNSVILLE
 GV0908'SCHOOL WHICH IS NOW USED FOR AN APARTMENT BUILDING, 39 FEET
 GV0908'SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 30 FEET EAST OF THE
 GV0908'SOUTHWEST CORNER OF THE BUILDING, 0.6 FOOT NORTHWEST OF A METAL
 GV0908'WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 GV0908'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 GV0908
 GV0908                          STATION RECOVERY (1978)
 GV0908
 GV0908'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0908'MARK IS 8.5 YARDS EAST SOUTHEAST OF SOUTHEAST CORNER OF OLD SCHOOL
 GV0908'BUILDING AND IS 10.5 YARDS SOUTH SOUTHEAST OF NORTHEAST CORNER OF THE
 GV0908'OLD SCHOOL. NO WITNESS POST.
 GV0908
 GV0908                          STATION RECOVERY (1995)
 GV0908
 GV0908'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0908'MARK NOT FOUND.
 GV0908
 GV0908                          STATION RECOVERY (1999)
 GV0908
 GV0908'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0908'MARK NOT FOUND.
 GV0908
 GV0908                          STATION RECOVERY (2004)
 GV0908
 GV0908'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0482 ***********************************************************************
 FW0482  DESIGNATION -  DUNTON
 FW0482  PID         -  FW0482
 FW0482  STATE/COUNTY-  VA/ACCOMACK
 FW0482  USGS QUAD   -  HALLWOOD (1992)
 FW0482
 FW0482                         *CURRENT SURVEY CONTROL
 FW0482  ___________________________________________________________________
 FW0482* NAD 83(1993)-  37 56 09.46985(N)    075 30 31.96638(W)     ADJUSTED  
 FW0482* NAVD 88     -        11.870  (meters)      38.94   (feet)  ADJUSTED  
 FW0482  ___________________________________________________________________
 FW0482  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FW0482  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0482  DYNAMIC HT  -          11.862 (meters)      38.92  (feet)  COMP
 FW0482  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 FW0482
 FW0482  HORZ ORDER  -  FIRST
 FW0482  VERT ORDER  -  FIRST     CLASS II
 FW0482
 FW0482.The horizontal coordinates were established by classical geodetic methods
 FW0482.and adjusted by the National Geodetic Survey in November 1994..
 FW0482
 FW0482.The orthometric height was determined by differential leveling
 FW0482.and adjusted by the National Geodetic Survey in June 1991..
 FW0482
 FW0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0482
 FW0482.The geoid height was determined by GEOID03.
 FW0482
 FW0482.The dynamic height is computed by dividing the NAVD 88
 FW0482.geopotential number by the normal gravity value computed on the
 FW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0482.degrees latitude (g = 980.6199 gals.).
 FW0482
 FW0482.The modeled gravity was interpolated from observed gravity values.
 FW0482
 FW0482;                    North         East     Units Scale Factor Converg.
 FW0482;SPC VA S     - 1,182,023.015 3,762,900.325   MT  0.99999454   +1 48 55.4
 FW0482;SPC VA S     - 3,878,020.51 12,345,448.82   sFT  0.99999454   +1 48 55.4
 FW0482;UTM  18      - 4,198,832.200   455,282.768   MT  0.99962463   -0 18 46.3
 FW0482
 FW0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0482!SPC VA S     -   1.00000386  x   0.99999454  =   0.99999840
 FW0482!UTM  18      -   1.00000386  x   0.99962463  =   0.99962849
 FW0482
 FW0482|---------------------------------------------------------------------|
 FW0482| PID    Reference Object                     Distance      Geod. Az  |
 FW0482|                                                           dddmmss.s |
 FW0482| FW0481 DUNTON RM 1                          44.565 METERS 17924     |
 FW0482| FW0480 DUNTON RM 2                          44.242 METERS 25616     |
 FW0482| DC7254 DUNTON AZ MK                                       3000654.5 |
 FW0482|---------------------------------------------------------------------|
 FW0482
 FW0482                          SUPERSEDED SURVEY CONTROL
 FW0482
 FW0482  NAD 83(1993)-  37 56 09.46901(N)    075 30 31.96888(W) AD(       ) 1
 FW0482  NAD 83(1986)-  37 56 09.46738(N)    075 30 32.00038(W) AD(       ) 1
 FW0482  NAD 27      -  37 56 09.02100(N)    075 30 33.27000(W) AD(       ) 1
 FW0482  NGVD 29 (??/??/??)   12.118  (m)           39.76   (f) ADJUSTED    1 2
 FW0482
 FW0482.Superseded values are not recommended for survey control.
 FW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0482.See file dsdata.txt to determine how the superseded data were derived.
 FW0482
 FW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5528398832(NAD 83)
 FW0482_MARKER: DS = TRIANGULATION STATION DISK
 FW0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0482_STAMPING: DUNTON 1942
 FW0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0482+STABILITY: SURFACE MOTION
 FW0482
 FW0482  HISTORY     - Date     Condition        Report By
 FW0482  HISTORY     - 1942     MONUMENTED       CGS
 FW0482  HISTORY     - 1949     MARK NOT FOUND   CGS
 FW0482  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0482
 FW0482                          STATION DESCRIPTION
 FW0482
 FW0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW0482'THE STATION IS LOCATED ABOUT 2 MILES (AIR LINE) E OF THE
 FW0482'VILLAGE OF OAK HALL, VIRGINIA, ON LAND OWNED BY EDGAR DUNTON.
 FW0482'IT IS 34 FEET SW OF THE SW CORNER OF THE BARN AND 139 FEET
 FW0482'NE OF THE CENTER OF STATE HIGHWAY 175.  IT IS STAMPED DUNTON
 FW0482'1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FW0482'
 FW0482'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FW0482'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 FW0482'
 FW0482'REFERENCE MARK NO. 1 IS SW OF THE STATION IN THE FRONT YARD
 FW0482'OF FARMHOUSE, 22 FEET NE OF THE CENTER OF STATE HIGHWAY
 FW0482'175, AND 57 FEET SW OF THE EXTREME S CORNER OF THE HOUSE.
 FW0482'IT IS STAMPED DUNTON NO. 1 1942 AND IS FLUSH WITH THE SURFACE
 FW0482'OF THE GROUND.
 FW0482'
 FW0482'REFERENCE MARK NO. 2 IS SW OF THE STATION, 23 FEET NE OF
 FW0482'THE CENTER OF STATE HIGHWAY 175, AND 20 FEET NW OF A TELEPHONE
 FW0482'POLE.  IT IS STAMPED DUNTON NO. 2 1942, AND PROJECTS 6 INCHES.
 FW0482'
 FW0482'THE AZIMUTH MARK IS 0.35 MILE NW OF THE STATION, 15 FEET
 FW0482'NE OF STATE HIGHWAY 175, SET FLUSH IN A 5- BY 1- FOOT CONCRETE
 FW0482'HEADWALL OF A CULVERT.  IT IS STAMPED DUNTON 1942 AND IS
 FW0482'WITNESSED BY A 4- BY 4-INCH WHITE POST.
 FW0482'
 FW0482'TO REACH THE STATION FROM POST OFFICE IN OAK HALL FOLLOW
 FW0482'U.S. HIGHWAY 13 FOR 0.7 MILE TO JUNCTION WITH STATE HIGHWAY
 FW0482'175, TURN RIGHT AND CONTINUE ON STATE HIGHWAY 175 FOR 1.75
 FW0482'MILES TO THE DUNTON PROPERTY AND STATION ON THE LEFT.
 FW0482'
 FW0482'A 77-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT CONQUEST.
 FW0482'
 FW0482'A 90-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT TAYLOR.
 FW0482'
 FW0482'A 50-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT NELSON.
 FW0482
 FW0482                          STATION RECOVERY (1949)
 FW0482
 FW0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (EJP)
 FW0482'STATION MARK NOT RECOVERED.  LOCATED IN CULTIVATED FIELD.
 FW0482'NO DIGGING DONE.
 FW0482'
 FW0482'R.M. 1.--RECOVERED AS DESCRIBED.
 FW0482'
 FW0482'R.M. 2.--RECOVERED AS DESCRIBED.
 FW0482
 FW0482                          STATION RECOVERY (1963)
 FW0482
 FW0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0482'0.6 MI W FROM WATTSVILLE.
 FW0482'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 FW0482'THIS DATE.  REPORTED NOT RECOVERED IN JULY 1949.  MARK RECOVERED
 FW0482'AS DESCRIBED IN 1949.  0.6 MILE WEST ALONG STATE HIGHWAY 175 FROM
 FW0482'FLETCHERS STORE AT WATTSVILLE, ACCOMACK COUNTY, IN THE WEST PART
 FW0482'OF TOWN, 138 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 66
 FW0482'FEET NORTH OF THE NORTHWEST CORNER OF A WHITE TWO-STORY HOUSE, AND
 FW0482'33.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BARN.  A
 FW0482'STANDARD TRIANGULATION-STATION DISK, STAMPED DUNTON 1942 AND
 FW0482'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0481 ***********************************************************************
 FW0481  DESIGNATION -  DUNTON RM 1
 FW0481  PID         -  FW0481
 FW0481  STATE/COUNTY-  VA/ACCOMACK
 FW0481  USGS QUAD   -  HALLWOOD (1992)
 FW0481
 FW0481                         *CURRENT SURVEY CONTROL
 FW0481  ___________________________________________________________________
 FW0481* NAD 83(1986)-  37 56 08.     (N)    075 30 33.     (W)     SCALED    
 FW0481* NAVD 88     -        11.766  (meters)      38.60   (feet)  ADJUSTED  
 FW0481  ___________________________________________________________________
 FW0481  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0481  DYNAMIC HT  -          11.758 (meters)      38.58  (feet)  COMP
 FW0481  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 FW0481
 FW0481  VERT ORDER  -  FIRST     CLASS I
 FW0481
 FW0481.The horizontal coordinates were scaled from a topographic map and have
 FW0481.an estimated accuracy of +/- 6 seconds.
 FW0481
 FW0481.The orthometric height was determined by differential leveling
 FW0481.and adjusted by the National Geodetic Survey in June 1991..
 FW0481
 FW0481.The geoid height was determined by GEOID03.
 FW0481
 FW0481.The dynamic height is computed by dividing the NAVD 88
 FW0481.geopotential number by the normal gravity value computed on the
 FW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0481.degrees latitude (g = 980.6199 gals.).
 FW0481
 FW0481.The modeled gravity was interpolated from observed gravity values.
 FW0481
 FW0481;                    North         East    Units  Estimated Accuracy
 FW0481;SPC VA S     - 1,181,980.    3,762,880.      MT  (+/- 180 meters Scaled)
 FW0481
 FW0481                          SUPERSEDED SURVEY CONTROL
 FW0481
 FW0481  NGVD 29 (??/??/??)   12.015  (m)           39.42   (f) ADJUSTED    1 1
 FW0481
 FW0481.Superseded values are not recommended for survey control.
 FW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0481.See file dsdata.txt to determine how the superseded data were derived.
 FW0481
 FW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG552987(NAD 83)
 FW0481_MARKER: DR = REFERENCE MARK DISK
 FW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0481_STAMPING: DUNTON NO 1 1942
 FW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0481+STABILITY: SURFACE MOTION
 FW0481
 FW0481  HISTORY     - Date     Condition        Report By
 FW0481  HISTORY     - 1942     MONUMENTED       CGS
 FW0481  HISTORY     - 1963     GOOD             CGS
 FW0481
 FW0481                          STATION DESCRIPTION
 FW0481
 FW0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0481'0.7 MI W FROM WATTSVILLE.
 FW0481'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 175 FROM THE INTERSECTION
 FW0481'OF SECONDARY STATE HIGHWAYS 679 LEADING NORTH AND 766 LEADING
 FW0481'SOUTH AT WATTSVILLE, 20 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 FW0481'54 FEET SOUTHWEST OF SOUTH CORNER OF A TWO STORY FRAME HOUSE, 69
 FW0481'FEET SOUTHEAST OF CENTER LINE OF DRIVEWAY LEADING NORTHEAST TO
 FW0481'HOUSE, 25 FEET NORTHWEST OF TELEPHONE POLE 17, 33 FEET NORTHWEST
 FW0481'OF WEST CORNER POST OF FENCE LINE SURROUNDING CULTIVATED FIELD,
 FW0481'1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FW0481'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0480 ***********************************************************************
 FW0480  DESIGNATION -  DUNTON RM 2
 FW0480  PID         -  FW0480
 FW0480  STATE/COUNTY-  VA/ACCOMACK
 FW0480  USGS QUAD   -  HALLWOOD (1992)
 FW0480
 FW0480                         *CURRENT SURVEY CONTROL
 FW0480  ___________________________________________________________________
 FW0480* NAD 83(1986)-  37 56 10.     (N)    075 30 34.     (W)     SCALED    
 FW0480* NAVD 88     -        11.906  (meters)      39.06   (feet)  ADJUSTED  
 FW0480  ___________________________________________________________________
 FW0480  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0480  DYNAMIC HT  -          11.899 (meters)      39.04  (feet)  COMP
 FW0480  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 FW0480
 FW0480  VERT ORDER  -  FIRST     CLASS I
 FW0480
 FW0480.The horizontal coordinates were scaled from a topographic map and have
 FW0480.an estimated accuracy of +/- 6 seconds.
 FW0480
 FW0480.The orthometric height was determined by differential leveling
 FW0480.and adjusted by the National Geodetic Survey in June 1991..
 FW0480.WARNING-Repeat measurements at this control monument indicate possible
 FW0480.vertical movement.
 FW0480
 FW0480.The geoid height was determined by GEOID03.
 FW0480
 FW0480.The dynamic height is computed by dividing the NAVD 88
 FW0480.geopotential number by the normal gravity value computed on the
 FW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0480.degrees latitude (g = 980.6199 gals.).
 FW0480
 FW0480.The modeled gravity was interpolated from observed gravity values.
 FW0480
 FW0480;                    North         East    Units  Estimated Accuracy
 FW0480;SPC VA S     - 1,182,040.    3,762,850.      MT  (+/- 180 meters Scaled)
 FW0480
 FW0480                          SUPERSEDED SURVEY CONTROL
 FW0480
 FW0480  NGVD 29 (??/??/??)   12.155  (m)           39.88   (f) ADJUSTED    1 1
 FW0480
 FW0480.Superseded values are not recommended for survey control.
 FW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0480.See file dsdata.txt to determine how the superseded data were derived.
 FW0480
 FW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG552988(NAD 83)
 FW0480_MARKER: DR = REFERENCE MARK DISK
 FW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0480_STAMPING: DUNTON NO 2 1942
 FW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0480+STABILITY: SURFACE MOTION
 FW0480
 FW0480  HISTORY     - Date     Condition        Report By
 FW0480  HISTORY     - 1942     MONUMENTED       CGS
 FW0480  HISTORY     - 1963     GOOD             CGS
 FW0480
 FW0480                          STATION DESCRIPTION
 FW0480
 FW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0480'0.8 MI W FROM WATTSVILLE.
 FW0480'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 175 FROM THE INTERSECTION
 FW0480'OF SECONDARY STATE HIGHWAYS 679 LEADING NORTH AND 766 LEADING
 FW0480'SOUTH AT WATTSVILLE, 22 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 FW0480'115 FEET NORTHWEST OF CENTER LINE OF DRIVEWAY LEADING NORTHEAST
 FW0480'TO A TWO STORY FRAME HOUSE, 20 FEET NORTHWEST OF TELEPHONE
 FW0480'POLE 18, 0.6 FOOT SOUTHWEST OF WIRE FENCE LINE SURROUNDING
 FW0480'CULTIVATED FIELD, 1/2 FOOT ABOVE LEVEL OF HIGHWAY, AND SET
 FW0480'IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES.  NOTE--
 FW0480'MARK MAY ALSO BE REACHED BY GOING 0.65 MILE NORTH ALONG U.S.
 FW0480'HIGHWAY 13 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY 703
 FW0480'AT OAK HALL, THENCE 2.35 MILES EAST ALONG STATE HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5518 ***********************************************************************
 GV5518  DESIGNATION -  DUPONT PLANT RED STACK LARGEST
 GV5518  PID         -  GV5518
 GV5518  STATE/COUNTY-  VA/CHESTERFIELD
 GV5518  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5518
 GV5518                         *CURRENT SURVEY CONTROL
 GV5518  ___________________________________________________________________
 GV5518* NAD 83(1993)-  37 27 14.76772(N)    077 26 06.20946(W)     ADJUSTED  
 GV5518* NAVD 88     -                                                        
 GV5518  ___________________________________________________________________
 GV5518  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 GV5518  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GV5518
 GV5518  HORZ ORDER  -  THIRD
 GV5518
 GV5518.The horizontal coordinates were established by classical geodetic methods
 GV5518.and adjusted by the National Geodetic Survey in September 1995..
 GV5518
 GV5518
 GV5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5518
 GV5518.The geoid height was determined by GEOID03.
 GV5518
 GV5518;                    North         East     Units Scale Factor Converg.
 GV5518;SPC VA S     - 1,124,908.890 3,594,218.526   MT  0.99994654   +0 38 46.8
 GV5518;SPC VA S     - 3,690,638.58 11,792,031.95   sFT  0.99994654   +0 38 46.8
 GV5518;UTM  18      - 4,148,033.606   284,616.313   MT  1.00017146   -1 28 53.0
 GV5518
 GV5518                          SUPERSEDED SURVEY CONTROL
 GV5518
 GV5518  NAD 83(1993)-  37 27 14.76785(N)    077 26 06.20881(W) AD(       ) 4
 GV5518  NAD 83(1986)-  37 27 14.77410(N)    077 26 06.22574(W) AD(       ) 4
 GV5518  NAD 27      -  37 27 14.24200(N)    077 26 07.29000(W) AD(       ) 3
 GV5518
 GV5518.Superseded values are not recommended for survey control.
 GV5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5518.See file dsdata.txt to determine how the superseded data were derived.
 GV5518
 GV5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8461648034(NAD 83)
 GV5518_MARKER: 63 = STACK
 GV5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5518+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 GV5518
 GV5518  HISTORY     - Date     Condition        Report By
 GV5518  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5518  HISTORY     - 19940220 GOOD             USPSQD
 GV5518  HISTORY     - 19991120 GOOD             USPSQD
 GV5518  HISTORY     - 20041113 GOOD             USPSQD
 GV5518
 GV5518                          STATION DESCRIPTION
 GV5518
 GV5518'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5518'OBJECT OBSERVED WAS THE CENTER OF THE TOP OF THE LARGEST
 GV5518'DIAMETER RED BRICK STACK OF THE DU PONT PLANT.
 GV5518'
 GV5518'THE PLANT IS LOCATED ABOUT 2 MILES S OF RICHMOND ALONG ROUTE 1,
 GV5518'AND ABOUT 700 YARDS E OF SAID ROUTE.
 GV5518'
 GV5518'THE STACK IS 0.44 MILE W OF STATION NELSON.
 GV5518
 GV5518                          STATION RECOVERY (1994)
 GV5518
 GV5518'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5518'RECOVERED IN GOOD CONDITION.
 GV5518
 GV5518                          STATION RECOVERY (1999)
 GV5518
 GV5518'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5518'RECOVERED IN GOOD CONDITION.
 GV5518
 GV5518                          STATION RECOVERY (2004)
 GV5518
 GV5518'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV5518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5520 ***********************************************************************
 GV5520  DESIGNATION -  DUPONT RAYON CO STK NR TKS
 GV5520  PID         -  GV5520
 GV5520  STATE/COUNTY-  VA/CHESTERFIELD
 GV5520  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5520
 GV5520                         *CURRENT SURVEY CONTROL
 GV5520  ___________________________________________________________________
 GV5520* NAD 83(1993)-  37 27 04.03565(N)    077 25 59.25803(W)     ADJUSTED  
 GV5520* NAVD 88     -                                                        
 GV5520  ___________________________________________________________________
 GV5520  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 GV5520  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GV5520
 GV5520  HORZ ORDER  -  THIRD
 GV5520
 GV5520.The horizontal coordinates were established by classical geodetic methods
 GV5520.and adjusted by the National Geodetic Survey in September 1995..
 GV5520
 GV5520
 GV5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5520
 GV5520.The geoid height was determined by GEOID03.
 GV5520
 GV5520;                    North         East     Units Scale Factor Converg.
 GV5520;SPC VA S     - 1,124,579.994 3,594,393.095   MT  0.99994646   +0 38 51.0
 GV5520;SPC VA S     - 3,689,559.53 11,792,604.68   sFT  0.99994646   +0 38 51.0
 GV5520;UTM  18      - 4,147,698.380   284,778.587   MT  1.00017060   -1 28 48.4
 GV5520
 GV5520                          SUPERSEDED SURVEY CONTROL
 GV5520
 GV5520  NAD 83(1993)-  37 27 04.03568(N)    077 25 59.25769(W) AD(       ) 4
 GV5520  NAD 83(1986)-  37 27 04.04159(N)    077 25 59.27488(W) AD(       ) 4
 GV5520  NAD 27      -  37 27 03.51000(N)    077 26 00.33500(W) AD(       ) 3
 GV5520
 GV5520.Superseded values are not recommended for survey control.
 GV5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5520.See file dsdata.txt to determine how the superseded data were derived.
 GV5520
 GV5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8477947698(NAD 83)
 GV5520_MARKER: 63 = STACK
 GV5520
 GV5520  HISTORY     - Date     Condition        Report By
 GV5520  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV5520  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV5520
 GV5520                          STATION DESCRIPTION
 GV5520
 GV5520'DESCRIBED BY US POWER SQUADRON 2004 (NMC)
 GV5520'THERE ARE FOUR TALL STACKS AT THIS LOCATION THAT COULD BE USED AS
 GV5520'MARKS, HOWEVER BECAUSE THERE WAS NO DESCRIPTION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1588 ***********************************************************************
 FX1588  DESIGNATION -  DURAND
 FX1588  PID         -  FX1588
 FX1588  STATE/COUNTY-  VA/GREENSVILLE
 FX1588  USGS QUAD   -  EMPORIA (1986)
 FX1588
 FX1588                         *CURRENT SURVEY CONTROL
 FX1588  ___________________________________________________________________
 FX1588* NAD 83(1993)-  36 43 18.02783(N)    077 35 24.40014(W)     ADJUSTED  
 FX1588* NAVD 88     -        64.965  (meters)     213.14   (feet)  ADJUSTED  
 FX1588  ___________________________________________________________________
 FX1588  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FX1588  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 FX1588  DYNAMIC HT  -          64.916 (meters)     212.98  (feet)  COMP
 FX1588  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 FX1588
 FX1588  HORZ ORDER  -  SECOND
 FX1588  VERT ORDER  -  SECOND    CLASS 0
 FX1588
 FX1588.The horizontal coordinates were established by classical geodetic methods
 FX1588.and adjusted by the National Geodetic Survey in September 1995..
 FX1588
 FX1588.The orthometric height was determined by differential leveling
 FX1588.and adjusted by the National Geodetic Survey in June 1991..
 FX1588
 FX1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1588
 FX1588.The geoid height was determined by GEOID03.
 FX1588
 FX1588.The dynamic height is computed by dividing the NAVD 88
 FX1588.geopotential number by the normal gravity value computed on the
 FX1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1588.degrees latitude (g = 980.6199 gals.).
 FX1588
 FX1588.The modeled gravity was interpolated from observed gravity values.
 FX1588
 FX1588;                    North         East     Units Scale Factor Converg.
 FX1588;SPC VA S     - 1,043,487.793 3,581,284.399   MT  1.00000847   +0 33 08.0
 FX1588;SPC VA S     - 3,423,509.53 11,749,597.23   sFT  1.00000847   +0 33 08.0
 FX1588;UTM  18      - 4,067,125.011   268,682.186   MT  1.00025926   -1 32 57.8
 FX1588
 FX1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1588!SPC VA S     -   0.99999508  x   1.00000847  =   1.00000355
 FX1588!UTM  18      -   0.99999508  x   1.00025926  =   1.00025434
 FX1588
 FX1588:                Primary Azimuth Mark                     Grid Az
 FX1588:SPC VA S     -  DURAND AZ MK                             134 27 19.4
 FX1588:UTM  18      -  DURAND AZ MK                             136 33 25.2
 FX1588
 FX1588|---------------------------------------------------------------------|
 FX1588| PID    Reference Object                     Distance      Geod. Az  |
 FX1588|                                                           dddmmss.s |
 FX1588| DC8809 DURAND AZ MK                                       1350027.4 |
 FX1588| FX1589 DURAND RM 1                          23.908 METERS 30331     |
 FX1588|---------------------------------------------------------------------|
 FX1588
 FX1588                          SUPERSEDED SURVEY CONTROL
 FX1588
 FX1588  NAD 83(1986)-  36 43 18.03172(N)    077 35 24.41455(W) AD(       ) 2
 FX1588  NAD 27      -  36 43 17.49449(N)    077 35 25.48147(W) AD(       ) 2
 FX1588  NGVD 29 (??/??/92)   65.333  (m)          214.35   (f) ADJ UNCH    2 0
 FX1588
 FX1588.Superseded values are not recommended for survey control.
 FX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1588.See file dsdata.txt to determine how the superseded data were derived.
 FX1588
 FX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6868267125(NAD 83)
 FX1588_MARKER: DE = TRAVERSE STATION DISK
 FX1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1588_STAMPING: DURAND 1966
 FX1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1588+STABILITY: SURFACE MOTION
 FX1588
 FX1588  HISTORY     - Date     Condition        Report By
 FX1588  HISTORY     - 1966     MONUMENTED       CGS
 FX1588  HISTORY     - 1966     GOOD             CGS
 FX1588
 FX1588                          STATION DESCRIPTION
 FX1588
 FX1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FX1588'THE STATION IS LOCATED ABOUT 15 MILES EAST-SOUTHEAST OF
 FX1588'LAWRENCEVILLE, 3 MILES NORTHWEST OF EMPORIA, ON THE SOUTH
 FX1588'SIDE OF U.S. HIGHWAY 58.  ON PROPERTY OWNED BY MR. W.H.
 FX1588'CHAMBLISS.
 FX1588'
 FX1588'TO REACH THE STATION FROM THE INTERSTATE 95 AND U.S. HIGHWAY
 FX1588'58 ON THE WEST SIDE OF EMPORIA AT THE OVERPASS, GO WEST ON
 FX1588'U.S. HIGHWAY 58 FOR 2.6 MILES TO A SIDE ROAD LEFT, (TO REACH
 FX1588'THE AZIMUTH MARK FROM HERE TURN LEFT, SOUTH, CROSSING RAILROAD
 FX1588'TRACK FOR 0.05 MILE TO T-INTERSECTION, TURN LEFT, EAST, ON
 FX1588'BLACKTOP ROAD FOR 0.15 MILE TO AZIMUTH MARK ON THE LEFT.)
 FX1588'CONTINUE AHEAD, WESTERLY FOR 0.1 MILE TO STATION ON THE LEFT.
 FX1588'
 FX1588'THE STATION MARK IS 40.5 FEET SOUTHWEST OF THE CENTERLINE
 FX1588'OF U.S. HIGHWAY 58, 40.0 FEET NORTHEAST OF THE NORTH RAIL OF
 FX1588'THE RAILROAD, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST
 FX1588'AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.  THE STATION
 FX1588'MARK IS A STANDARD TRAVERSE DISK, STAMPED DURAND 1966, SET
 FX1588'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 FX1588'5 INCHES.
 FX1588'
 FX1588'REFERENCE MARK NO. 1 IS 41.5 FEET SOUTHWEST OF THE CENTERLINE
 FX1588'OF U.S. HIGHWAY 58, 40.5 FEET NORTHEAST OF THE NORTH RAIL OF
 FX1588'THE RAILROAD, 29.5 FEET EAST OF RAILROAD MILE POST NO.
 FX1588'77, 1 FOOT HIGHER THAN THE HIGHWAY AND ABOUT 2 FEET HIGHER
 FX1588'THAN THE STATION.
 FX1588'
 FX1588'AZIMUTH MARK IS 24.5 FEET SOUTH-SOUTHEAST OF A POWER LINE
 FX1588'POLE, 22.5 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 FX1588'THE ROAD, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT 5
 FX1588'FEET HIGHER THAN THE ROAD.  IT IS A STANDARD DISK, STAMPED
 FX1588'DURAND 1966, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 FX1588'WHICH PROJECTS 6 INCHES.
 FX1588'
 FX1588'HEIGHT OF LIGHT ABOVE STATION MARK 26.08 METERS.
 FX1588
 FX1588                          STATION RECOVERY (1966)
 FX1588
 FX1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FX1588'2.6 MI W FROM EMPORIA.
 FX1588'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1588'OF U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE
 FX1588'OF EMPORIA, 0.1 MILE WEST OF COUNTY ROAD 607, 78.44 FEET EAST
 FX1588'OF RM 1, 40.5 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 40.0
 FX1588'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ATLANTIC AND DANVILLE
 FX1588'RAILROAD, 5.0 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN
 FX1588'THE TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT
 FX1588'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1589 ***********************************************************************
 FX1589  DESIGNATION -  DURAND RM 1
 FX1589  PID         -  FX1589
 FX1589  STATE/COUNTY-  VA/GREENSVILLE
 FX1589  USGS QUAD   -  EMPORIA (1986)
 FX1589
 FX1589                         *CURRENT SURVEY CONTROL
 FX1589  ___________________________________________________________________
 FX1589* NAD 83(1986)-  36 43 18.     (N)    077 35 24.     (W)     SCALED    
 FX1589* NAVD 88     -        65.416  (meters)     214.62   (feet)  ADJUSTED  
 FX1589  ___________________________________________________________________
 FX1589  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 FX1589  DYNAMIC HT  -          65.367 (meters)     214.46  (feet)  COMP
 FX1589  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 FX1589
 FX1589  VERT ORDER  -  SECOND    CLASS 0
 FX1589
 FX1589.The horizontal coordinates were scaled from a topographic map and have
 FX1589.an estimated accuracy of +/- 6 seconds.
 FX1589
 FX1589.The orthometric height was determined by differential leveling
 FX1589.and adjusted by the National Geodetic Survey in June 1991..
 FX1589
 FX1589.The geoid height was determined by GEOID03.
 FX1589
 FX1589.The dynamic height is computed by dividing the NAVD 88
 FX1589.geopotential number by the normal gravity value computed on the
 FX1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1589.degrees latitude (g = 980.6199 gals.).
 FX1589
 FX1589.The modeled gravity was interpolated from observed gravity values.
 FX1589
 FX1589;                    North         East    Units  Estimated Accuracy
 FX1589;SPC VA S     - 1,043,490.    3,581,290.      MT  (+/- 180 meters Scaled)
 FX1589
 FX1589                          SUPERSEDED SURVEY CONTROL
 FX1589
 FX1589  NGVD 29 (??/??/92)   65.784  (m)          215.83   (f) ADJ UNCH    2 0
 FX1589
 FX1589.Superseded values are not recommended for survey control.
 FX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1589.See file dsdata.txt to determine how the superseded data were derived.
 FX1589
 FX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF686671(NAD 83)
 FX1589_MARKER: DR = REFERENCE MARK DISK
 FX1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1589_STAMPING: DURAND NO 1 1966
 FX1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1589+STABILITY: SURFACE MOTION
 FX1589
 FX1589  HISTORY     - Date     Condition        Report By
 FX1589  HISTORY     - 1966     MONUMENTED       CGS
 FX1589
 FX1589                          STATION DESCRIPTION
 FX1589
 FX1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1589'2.6 MI W FROM EMPORIA.
 FX1589'AT THE DURAND STATION SITE-- 78.44 FEET WEST OF THE STATION MARK,
 FX1589'41.5 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 40.5 FEET NORTHEAST
 FX1589'OF THE NORTHEAST RAIL OF TRACK, 29.5 FEET NORTHEAST OF MILEPOST
 FX1589'77, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND
 FX1589'IS ABOUT 2 FEET ABOVE THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5509 ***********************************************************************
 HV5509  DESIGNATION -  DURRETT
 HV5509  PID         -  HV5509
 HV5509  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV5509  USGS QUAD   -  LADYSMITH (1979)
 HV5509
 HV5509                         *CURRENT SURVEY CONTROL
 HV5509  ___________________________________________________________________
 HV5509* NAD 83(1993)-  38 03 17.73704(N)    077 35 18.41777(W)     ADJUSTED  
 HV5509* NAVD 88     -       102.29   (+/-2cm)     335.6    (feet)  VERTCON   
 HV5509  ___________________________________________________________________
 HV5509  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HV5509  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV5509
 HV5509  HORZ ORDER  -  FIRST
 HV5509  VERT ORDER  -  THIRD ? (See Below)
 HV5509
 HV5509.The horizontal coordinates were established by classical geodetic methods
 HV5509.and adjusted by the National Geodetic Survey in November 1994..
 HV5509
 HV5509.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5509.The vertical order pertains to the NGVD 29 superseded value.
 HV5509
 HV5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5509
 HV5509.The geoid height was determined by GEOID03.
 HV5509
 HV5509;                    North         East     Units Scale Factor Converg.
 HV5509;SPC VA N     - 2,043,493.281 3,580,002.367   MT  0.99999626   +0 34 08.1
 HV5509;SPC VA N     - 6,704,360.87 11,745,391.10   sFT  0.99999626   +0 34 08.1
 HV5509;SPC VA S     - 1,191,448.549 3,580,004.122   MT  1.00001730   +0 33 11.7
 HV5509;SPC VA S     - 3,908,944.11 11,745,396.86   sFT  1.00001730   +0 33 11.7
 HV5509;UTM  18      - 4,215,072.757   272,891.943   MT  1.00023529   -1 35 46.5
 HV5509
 HV5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5509!SPC VA N     -   0.99998902  x   0.99999626  =   0.99998528
 HV5509!SPC VA S     -   0.99998902  x   1.00001730  =   1.00000632
 HV5509!UTM  18      -   0.99998902  x   1.00023529  =   1.00022431
 HV5509
 HV5509|---------------------------------------------------------------------|
 HV5509| PID    Reference Object                     Distance      Geod. Az  |
 HV5509|                                                           dddmmss.s |
 HV5509| DC6230 DURRETT RM 1                         30.450 METERS 24130     |
 HV5509| DC6229 DURRETT AZ MK                                      3121405.9 |
 HV5509| DC6231 DURRETT RM 2                         43.550 METERS 33040     |
 HV5509|---------------------------------------------------------------------|
 HV5509
 HV5509                          SUPERSEDED SURVEY CONTROL
 HV5509
 HV5509  NAD 83(1986)-  38 03 17.73968(N)    077 35 18.43367(W) AD(       ) 1
 HV5509  NAD 27      -  38 03 17.24800(N)    077 35 19.48000(W) AD(       ) 1
 HV5509  NGVD 29 (07/19/86)  102.57   (m)          336.5    (f) LEVELING    3  
 HV5509
 HV5509.Superseded values are not recommended for survey control.
 HV5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5509.See file dsdata.txt to determine how the superseded data were derived.
 HV5509
 HV5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7289215073(NAD 83)
 HV5509_MARKER: DS = TRIANGULATION STATION DISK
 HV5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5509+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 HV5509
 HV5509  HISTORY     - Date     Condition        Report By
 HV5509  HISTORY     - 1941     MONUMENTED       CGS
 HV5509  HISTORY     - 1964     GOOD             CGS
 HV5509  HISTORY     - 19981114 GOOD             USPSQD
 HV5509  HISTORY     - 20000912 GOOD             GEOMET
 HV5509
 HV5509                          STATION DESCRIPTION
 HV5509
 HV5509'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5509'STATION IS ON HIGH GROUND NEAR THE HEADWATERS OF THE SOUTH
 HV5509'RIVER, ABOUT 1.5 MILES W BY N OF BLANTONS POST OFFICE, ON
 HV5509'PROPERTY OWNED AND OCCUPIED BY R.H. DURRETT.  THE MARK IS IN
 HV5509'AN OPEN PASTURE, 12 FEET S OF AN E-W FENCE LINE, 83 FEET E
 HV5509'OF A LONE OAK TREE WITH A TRIANGLE BLAZE.  THE DISK IS STAMPED
 HV5509'DURRETT 1941, AND IS FLUSH WITH THE GROUND.
 HV5509'
 HV5509'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5509'BRONZE DISKS SET IN CONCRETE.
 HV5509'
 HV5509'REFERENCE MARK NO. 1 IS SW OF THE STATION, 80 FEET S OF THE
 HV5509'LONE TRIANGLE BLAZED OAK TREE, A WHITE 4 BY 4 WOODEN POST
 HV5509'IS 3 FEET S OF THE MARK.  IT IS STAMPED DURRETT NO. 1, 1941,
 HV5509'AND PROJECTS 4 INCHES.
 HV5509'
 HV5509'REFERENCE MARK NO. 2 IS NW OF THE STATION, 88 FEET N OF THE
 HV5509'LONE OAK TREE, AND 2.5 FEET E OF A N-S FENCE LINE.  IT IS
 HV5509'STAMPED DURRETT NO. 2, 1941, AND PROJECTS 6 INCHES.
 HV5509'
 HV5509'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION ON PROPERTY
 HV5509'OWNED BY H.J. DURRETT, IT IS 19 FEET W OF THE CENTER OF
 HV5509'COUNTY ROAD 604.  MARK IS STAMPED DURRETT 1941 AND PROJECTS
 HV5509'8 INCHES.
 HV5509'
 HV5509'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON GRAVEL
 HV5509'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HV5509'
 HV5509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HV5509'229 AND 51 IN CHILESBURG, GO NORTHEASTERLY ON HIGHWAY 229
 HV5509'FOR 0.5 MILE TO COUNTY ROAD 603, LEFT, TURN LEFT ON 603 AND
 HV5509'GO 3.75 MILES TO BLANTONS POST OFFICE AND COUNTY ROAD 604, LEFT,
 HV5509'TURN LEFT AND GO 1.65 MILES TO A DIRT T-ROAD LEFT AT 2 MAIL BOXES,
 HV5509'TURN LEFT AND GO 0.05 MILE TO A LONE OAK TREE IN THE FENCE
 HV5509'CORNER AND A GATE, TURN LEFT THROUGH THE GATE AND GO 83 FEET
 HV5509'E TO THE STATION ON THE RIGHT AS DESCRIBED.
 HV5509'
 HV5509'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TYLER.
 HV5509'
 HV5509'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION SPOTS.
 HV5509'
 HV5509'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MARGO.
 HV5509'
 HV5509'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION WRIGHT.
 HV5509'
 HV5509'A 77-FOOT TOWER WILL EE AN 87-FOOT LIGHT AT STATION YOUNG.
 HV5509'
 HV5509'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION PARTLOW.
 HV5509'
 HV5509'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5509
 HV5509                          STATION RECOVERY (1964)
 HV5509
 HV5509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5509'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5509'TO BE IN GOOD CONDITION.
 HV5509'
 HV5509'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HV5509'ADDITIONS.  THE STATION DISK HAS THE ADDITIONAL STAMPING,
 HV5509'336, THE AZIMUTH MARK 333 AND REFERENCE MARK NUMBER 1 335.
 HV5509'A STEEL WITNESS POST WAS SET 0.5 FOOT EAST OF AZIMUTH MARK.
 HV5509
 HV5509                          STATION RECOVERY (1998)
 HV5509
 HV5509'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5509'RECOVERED IN GOOD CONDITION.
 HV5509
 HV5509                          STATION RECOVERY (2000)
 HV5509
 HV5509'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 HV5509'STATION NOT GOOD FOR GPS.  AZIMUTH MARK FOUND AND IS GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5431 ***********************************************************************
 GV5431  DESIGNATION -  DUTCH
 GV5431  PID         -  GV5431
 GV5431  STATE/COUNTY-  VA/HENRICO
 GV5431  USGS QUAD   -  DUTCH GAP (1994)
 GV5431
 GV5431                         *CURRENT SURVEY CONTROL
 GV5431  ___________________________________________________________________
 GV5431* NAD 83(1993)-  37 22 41.74139(N)    077 21 30.25302(W)     ADJUSTED  
 GV5431* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 GV5431  ___________________________________________________________________
 GV5431  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 GV5431  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GV5431
 GV5431  HORZ ORDER  -  SECOND
 GV5431
 GV5431.The horizontal coordinates were established by classical geodetic methods
 GV5431.and adjusted by the National Geodetic Survey in September 1995..
 GV5431
 GV5431.The orthometric height was scaled from a topographic map.
 GV5431
 GV5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5431
 GV5431.The geoid height was determined by GEOID03.
 GV5431
 GV5431;                    North         East     Units Scale Factor Converg.
 GV5431;SPC VA S     - 1,116,572.010 3,601,101.840   MT  0.99994542   +0 41 34.3
 GV5431;SPC VA S     - 3,663,286.67 11,814,614.95   sFT  0.99994542   +0 41 34.3
 GV5431;UTM  18      - 4,139,445.277   291,186.922   MT  1.00013713   -1 25 56.1
 GV5431
 GV5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5431!SPC VA S     -   1.00000341  x   0.99994542  =   0.99994883
 GV5431!UTM  18      -   1.00000341  x   1.00013713  =   1.00014054
 GV5431
 GV5431|---------------------------------------------------------------------|
 GV5431| PID    Reference Object                     Distance      Geod. Az  |
 GV5431|                                                           dddmmss.s |
 GV5431| DC5307 DUTCH RM 1                           29.580 METERS 01525     |
 GV5431| GV5444 RICHMOND BENCH MARK 50 1932          30.214 METERS 01719     |
 GV5431| DC5308 DUTCH RM 2                                         0285329.3 |
 GV5431| DC5309 DUTCH RM 3                           20.108 METERS 14149     |
 GV5431|---------------------------------------------------------------------|
 GV5431
 GV5431                          SUPERSEDED SURVEY CONTROL
 GV5431
 GV5431  NAD 83(1993)-  37 22 41.74194(N)    077 21 30.25253(W) AD(       ) 2
 GV5431  NAD 83(1986)-  37 22 41.74780(N)    077 21 30.27067(W) AD(       ) 2
 GV5431  NAD 27      -  37 22 41.21400(N)    077 21 31.34000(W) AD(       ) 2
 GV5431
 GV5431.Superseded values are not recommended for survey control.
 GV5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5431.See file dsdata.txt to determine how the superseded data were derived.
 GV5431
 GV5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9118739445(NAD 83)
 GV5431_MARKER: DS = TRIANGULATION STATION DISK
 GV5431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5431
 GV5431  HISTORY     - Date     Condition        Report By
 GV5431  HISTORY     - 1932     MONUMENTED       CGS
 GV5431  HISTORY     - 1939     MARK NOT FOUND   USE
 GV5431  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV5431  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV5431  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5431  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV5431
 GV5431                          STATION DESCRIPTION
 GV5431
 GV5431'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5431'STATION IS ABOUT 6-1/2 MILES NORTHWEST OF HOPEWELL, VA. ON
 GV5431'THE NORTH SIDE OF THE CANAL* OF RICHMOND AND ABOUT 12 MILES
 GV5431'SOUTH-SOUTHEAST OF THE CITY HALL, RICHMOND VA.  THE STATION
 GV5431'IS ON THE WEST EDGE OF A ROAD, AT THE POINT WHERE THE ROAD
 GV5431'AND CANAL TURN EAST, WHICH RUNS ALONG THE CANAL BLUFF AND ON
 GV5431'THE WEST SIDE OF A WHEAT FIELD.  IT IS 7.3 METERS NORTH AND
 GV5431'7.3 METERS EAST OF THE 40 FOOT CANAL BLUFF.  THE MARK PROJECTS
 GV5431'6 INCHES ABOVE THE SURFACE AND IS 13.75 METERS SOUTH
 GV5431'OF A GRANITE POST WHICH MARKS THE GOVERNMENT PROPERTY LINE.
 GV5431'*(DUTCH GAP CANAL).
 GV5431'
 GV5431'TO REACH STATION FROM RICHMOND, GO EAST ON ROUTE 41 AND ROUTE
 GV5431'60 FOR ABOUT 3 MILES FROM THE CITY HALL TO WHERE ROUTE 60 TURNS
 GV5431'SHARPLY TO THE LEFT.  TURN RIGHT HERE FOR 0.8 MILES TO FOOT
 GV5431'OF HILL, TURN LEFT AND FOLLOW ROUTE 41 FOR 5.2 MILES TO VARINA
 GV5431'ROAD, (J.F. WERNER, STANDARD SERVICE STATION ON LEFT AND
 GV5431'VARINA-FORT HARRISON HISTORICAL SIGN ON RIGHT).  TURN RIGHT
 GV5431'ON VARINA ROAD AND FOLLOW MAIN ROAD STRAIGHT FOR 4.5 MILES,
 GV5431'TURN RIGHT THROUGH WOODEN GATE AND FOLLOW MAIN TRACKS FOR 1.1
 GV5431'MILES (SECOND BOARD GATE AT 1/2 MILE) AND TURN LEFT AND PASS
 GV5431'THROUGH GATE INTO CULTIVATED FIELD.  TURN RIGHT JUST AFTER
 GV5431'PASSING THROUGH GATE AND FOLLOW TRACKS ALONG WEST SIDE OF
 GV5431'FIELD FOR 0.6 MILE TO STATION.
 GV5431'
 GV5431'A 77-FOOT SIGNAL WILL CLEAR ALL LINES.
 GV5431'
 GV5431'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5431'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV5431'
 GV5431'REFERENCE MARK NO. 1 IS ON THE WEST EDGE OF THE ROAD AND IS
 GV5431'1.1 METERS EAST OF THE BLUFF.  IT IS 2.2 METERS SOUTH-SOUTHWEST
 GV5431'OF A SMALL OAK TREE WITH A TRIANGULAR BLAZE.  REFERENCE MARK
 GV5431'NO. 2 IS ABOUT 1/2 FOOT ON THE EAST SIDE OF A FENCE LINE ABOUT
 GV5431'0.7 MILES NORTH-NORTHEAST OF STATION.  IT IS 0.1 MILE
 GV5431'SOUTH-SOUTHEAST OF AN OLD BARN NEAR THE ROAD LEADING TO THE
 GV5431'STATION.  REFERENCE MARK NO. 3 IS IN A WHEAT FIELD AND IS 10.4
 GV5431'METERS NORTH OF THE CANAL BLUFF.  BENCH MARK RICHMOND NO. 50
 GV5431'IS A MARK IN CONCRETE, ABOUT 6 INCHES BELOW THE TOP OF A TILE
 GV5431'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  IT IS 1.2
 GV5431'METERS NORTHEAST OF REFERENCE MARK NO. 1 AND ABOUT 2 METERS
 GV5431'EAST OF THE CANAL BLUFF.
 GV5431'
 GV5431'NOTE--STATION, REFERENCE MARKS 1 AND 3 LOST--1939.
 GV5431'
 GV5431'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GV5431
 GV5431                          STATION RECOVERY (1939)
 GV5431
 GV5431'RECOVERY NOTE BY US ENGINEERS 1939 (JFC)
 GV5431'LETTER OF JOHN F. CONKLIN, LIEUTENANT COLONEL, CORPS OF
 GV5431'ENGINEERS, DISTRICT ENGINEER, 415 P.O. AND COURTHOUSE, NORFOLK,
 GV5431'VIRGINIA, DATED NOVEMBER 9, 1939--
 GV5431'
 GV5431'UPON RECEIPT OF YOUR LETTER OF OCTOBER 31, 1939, ONE OF OUR
 GV5431'SURVEY PARTIES WAS ASSIGNED TO THE REPLACEMENT OF THIS STATION
 GV5431'AND ITS REFERENCE POINTS.  WHILE THEY WERE ENGAGED IN THIS
 GV5431'WORK AND BEFORE SECURING AN ACCURATE NEW LOCATION, A LANDSLIDE
 GV5431'TOOK PLACE IN THE GAP AND CARRIED AWAY THE STATION, REFERENCE
 GV5431'MARKS NOS. 1 AND 3, AND CITY OF RICHMOND BENCH MARK R-50.
 GV5431'IN VIEW OF THIS FACT WE WILL NOT BE ABLE TO REPLACE THE
 GV5431'STATION.
 GV5431
 GV5431                          STATION RECOVERY (1942)
 GV5431
 GV5431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5431'STATION AND REFERENCE MARKS NOS. 1 AND 3 WERE REPORTED LOST
 GV5431'IN 1939, HOWEVER, REFERENCE MARK NO. 1 WAS FOUND.  THIS MARK
 GV5431'APPEARS TO BE OF THE ORIGINAL INSTALLATION EXCEPT THAT THE
 GV5431'GROUND AROUND THE TOP WAS A LITTLE LOOSE AND NONE OF THE
 GV5431'NEARBY WITNESS MARKS COULD BE IDENTIFIED.  IT IS DIFFICULT TO
 GV5431'SAY IF THE MARK HAS BEEN DISTURBED OR NOT.
 GV5431'
 GV5431'THE DISTANCE TO THE STATION MARK WAS TAPED OFF AND A DEEP
 GV5431'TRENCH DUG IN THE DIRECTION THAT THE ARROW POINTED AND ALSO
 GV5431'IN THE AZIMUTH OF THE STATION WHICH DO NOT AGREE BY ABOUT
 GV5431'10 DEG.  NO EVIDENCE OF STATION COULD BE FOUND.
 GV5431
 GV5431                          STATION RECOVERY (1996)
 GV5431
 GV5431'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5431'MARK NOT FOUND.
 GV5431
 GV5431                          STATION RECOVERY (2000)
 GV5431
 GV5431'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5431'MARK NOT FOUND.
 GV5431
 GV5431                          STATION RECOVERY (2005)
 GV5431
 GV5431'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5430 ***********************************************************************
 GV5430  DESIGNATION -  DUTCH GAP LIGHT
 GV5430  PID         -  GV5430
 GV5430  STATE/COUNTY-  VA/HENRICO
 GV5430  USGS QUAD   -  DUTCH GAP (1994)
 GV5430
 GV5430                         *CURRENT SURVEY CONTROL
 GV5430  ___________________________________________________________________
 GV5430* NAD 83(1993)-  37 22 49.01031(N)    077 20 52.72511(W)     ADJUSTED  
 GV5430* NAVD 88     -                                                        
 GV5430  ___________________________________________________________________
 GV5430  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 GV5430  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GV5430
 GV5430  HORZ ORDER  -  THIRD
 GV5430
 GV5430.The horizontal coordinates were established by classical geodetic methods
 GV5430.and adjusted by the National Geodetic Survey in September 1995..
 GV5430
 GV5430
 GV5430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5430
 GV5430.The geoid height was determined by GEOID03.
 GV5430
 GV5430;                    North         East     Units Scale Factor Converg.
 GV5430;SPC VA S     - 1,116,807.290 3,602,022.265   MT  0.99994543   +0 41 57.1
 GV5430;SPC VA S     - 3,664,058.58 11,817,634.71   sFT  0.99994543   +0 41 57.1
 GV5430;UTM  18      - 4,139,646.302   292,115.615   MT  1.00013236   -1 25 33.5
 GV5430
 GV5430                          SUPERSEDED SURVEY CONTROL
 GV5430
 GV5430  NAD 83(1993)-  37 22 49.01084(N)    077 20 52.72488(W) AD(       ) 4
 GV5430  NAD 83(1986)-  37 22 49.01678(N)    077 20 52.74232(W) AD(       ) 4
 GV5430  NAD 27      -  37 22 48.48000(N)    077 20 53.81000(W) AD(       ) 3
 GV5430
 GV5430.Superseded values are not recommended for survey control.
 GV5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5430.See file dsdata.txt to determine how the superseded data were derived.
 GV5430
 GV5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9211639646(NAD 83)
 GV5430_MARKER: 14 = NAVIGATION LIGHT
 GV5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5430+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV5430
 GV5430  HISTORY     - Date     Condition        Report By
 GV5430  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5430  HISTORY     - 19961116 GOOD             USPSQD
 GV5430  HISTORY     - 20001208 GOOD             USPSQD
 GV5430  HISTORY     - 20050212 GOOD             USPSQD
 GV5430
 GV5430                          STATION DESCRIPTION
 GV5430
 GV5430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5430'OBJECT OBSERVED WAS LIGHT ATOP A RED METAL PILE SET IN WATER
 GV5430'CLOSE TO N BANK OF JAMES RIVER ABOUT 1/2 MILE E OF EASTERN
 GV5430'ENTRANCE TO AIKEN SWAMP-DUTCH GAP CUTOFF.
 GV5430
 GV5430                          STATION RECOVERY (1996)
 GV5430
 GV5430'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5430'RECOVERED IN GOOD CONDITION.
 GV5430
 GV5430                          STATION RECOVERY (2000)
 GV5430
 GV5430'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5430'RECOVERED IN GOOD CONDITION.
 GV5430
 GV5430                          STATION RECOVERY (2005)
 GV5430
 GV5430'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV5430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0761 ***********************************************************************
 FZ0761  DESIGNATION -  DUTTON
 FZ0761  PID         -  FZ0761
 FZ0761  STATE/COUNTY-  VA/WYTHE
 FZ0761  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0761
 FZ0761                         *CURRENT SURVEY CONTROL
 FZ0761  ___________________________________________________________________
 FZ0761* NAD 83(1993)-  36 54 29.05563(N)    081 19 27.75429(W)     ADJUSTED  
 FZ0761* NAVD 88     -       823.295  (meters)    2701.09   (feet)  ADJUSTED  
 FZ0761  ___________________________________________________________________
 FZ0761  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FZ0761  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ0761  DYNAMIC HT  -         822.525 (meters)    2698.57  (feet)  COMP
 FZ0761  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FZ0761
 FZ0761  HORZ ORDER  -  SECOND
 FZ0761  VERT ORDER  -  FIRST     CLASS II
 FZ0761
 FZ0761.The horizontal coordinates were established by classical geodetic methods
 FZ0761.and adjusted by the National Geodetic Survey in September 1995..
 FZ0761
 FZ0761.The orthometric height was determined by differential leveling
 FZ0761.and adjusted by the National Geodetic Survey in June 1991..
 FZ0761
 FZ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0761
 FZ0761.The geoid height was determined by GEOID03.
 FZ0761
 FZ0761.The dynamic height is computed by dividing the NAVD 88
 FZ0761.geopotential number by the normal gravity value computed on the
 FZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0761.degrees latitude (g = 980.6199 gals.).
 FZ0761
 FZ0761.The modeled gravity was interpolated from observed gravity values.
 FZ0761
 FZ0761;                    North         East     Units Scale Factor Converg.
 FZ0761;SPC VA S     - 1,067,546.019 3,248,338.471   MT  0.99997734   -1 42 51.1
 FZ0761;SPC VA S     - 3,502,440.56 10,657,257.13   sFT  0.99997734   -1 42 51.1
 FZ0761;UTM  17      - 4,084,723.590   471,103.530   MT  0.99961029   -0 11 41.3
 FZ0761
 FZ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0761!SPC VA S     -   0.99987566  x   0.99997734  =   0.99985300
 FZ0761!UTM  17      -   0.99987566  x   0.99961029  =   0.99948600
 FZ0761
 FZ0761|---------------------------------------------------------------------|
 FZ0761| PID    Reference Object                     Distance      Geod. Az  |
 FZ0761|                                                           dddmmss.s |
 FZ0761| FZ0762 DUTTON RM 2                          22.414 METERS 24533     |
 FZ0761| FZ0759 DUTTON AZ MK                                       2953354.0 |
 FZ0761| FZ0760 DUTTON RM 1                          26.609 METERS 33133     |
 FZ0761|---------------------------------------------------------------------|
 FZ0761
 FZ0761                          SUPERSEDED SURVEY CONTROL
 FZ0761
 FZ0761  NAD 83(1986)-  36 54 29.06238(N)    081 19 27.75653(W) AD(       ) 2
 FZ0761  NAD 27      -  36 54 28.63726(N)    081 19 28.38520(W) AD(       ) 2
 FZ0761  NGVD 29 (??/??/92)  823.349  (m)         2701.27   (f) ADJ UNCH    1 2
 FZ0761
 FZ0761.Superseded values are not recommended for survey control.
 FZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0761.See file dsdata.txt to determine how the superseded data were derived.
 FZ0761
 FZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7110484724(NAD 83)
 FZ0761_MARKER: DS = TRIANGULATION STATION DISK
 FZ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0761_STAMPING: DUTTON 1958
 FZ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0761+STABILITY: SURFACE MOTION
 FZ0761
 FZ0761  HISTORY     - Date     Condition        Report By
 FZ0761  HISTORY     - 1958     MONUMENTED       CGS
 FZ0761  HISTORY     - 1959     GOOD             NGS
 FZ0761  HISTORY     - 1984     GOOD             NGS
 FZ0761
 FZ0761                          STATION DESCRIPTION
 FZ0761
 FZ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ0761'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF RURAL
 FZ0761'RETREAT, 6 MILES NORTHEAST OF ATKINS AND ON THE PROPERTY
 FZ0761'OF MR. MARION DUTTON.
 FZ0761'
 FZ0761'STATION, STAMPED DUTTON 1958, PROJECTS ABOUT 3 INCHES.  IT
 FZ0761'IS 19 FEET WEST OF A T-FENCE CORNER, 13 FEET WEST OF A TRIANGULAR
 FZ0761'BLAZED TREE, 5.5 FEET EAST OF A C AND GS SIGN AND 2 FEET
 FZ0761'NORTH OF A POLE FENCE.
 FZ0761'
 FZ0761'R.M. 1, STAMPED DUTTON NO 1 1958, PROJECTS ABOUT 3 INCHES.
 FZ0761'IT IS 1 FOOT WEST OF THE FENCE, 2 FEET BELOW THE ELEVATION
 FZ0761'OF THE STATION AND ON THE EAST SIDE OF THE FIELD.
 FZ0761'
 FZ0761'R.M. 2, STAMPED DUTTON NO 2 1958, PROJECTS ABOUT 1 INCH.
 FZ0761'IT IS 2 FEET NORTH OF THE POLE FENCE AND ABOUT 2 FEET BELOW
 FZ0761'THE ELEVATION OF THE STATION.
 FZ0761'
 FZ0761'AZIMUTH MARK, STAMPED DUTTON 1958, PROJECTS ABOUT 2 INCHES.
 FZ0761'IT IS 35 FEET NORTH OF THE SOUTHEAST END OF A BOARD GATE,
 FZ0761'4 FEET SOUTHEAST OF A C AND GS SIGN AND 3 FEET NORTHEAST
 FZ0761'OF A POLE FENCE.
 FZ0761'
 FZ0761'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RURAL
 FZ0761'RETREAT, GO NORTHERLY ON STATE HIGHWAY 90 FOR 1.2 MILES,
 FZ0761'TURN LEFT, GO WESTERLY ON U.S. HIGHWAY 11 FOR 3.7 MILES.
 FZ0761'TURN RIGHT AND GO NORTH ON COUNTY ROUTE 681 FOR 0.55 MILE.
 FZ0761'TURN RIGHT, GO NORTHEASTERLY ON COUNTY ROUTE 617 FOR 0.75
 FZ0761'MILE TO WHERE THE ROAD TURNS LEFT AND A DRIVEWAY ON THE
 FZ0761'RIGHT.  TURN RIGHT PASSING OVER A CATTLE GUARD AND FOLLOW THE
 FZ0761'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FZ0761'ON UP THE DRIVEWAY FOR ABOUT 100 YARDS TO MR. DUTTONS HOME.
 FZ0761'PASS TO THE LEFT OF THE HOUSE AND CONTINUE UP THE HILL FOR
 FZ0761'0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 FZ0761'CONTINUE ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE TO
 FZ0761'THE TOP OF THE HILL AND THE STATION AS DESCRIBED ABOVE.
 FZ0761'
 FZ0761'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FZ0761
 FZ0761                          STATION RECOVERY (1959)
 FZ0761
 FZ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ0761'13.8 MI NE FROM MARION.
 FZ0761'ABOUT 11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0761'OFFICE AT MARION, THENCE ABOUT 0.6 MILE NORTH ALONG ROAD NO.
 FZ0761'681, THENCE ABOUT 0.8 MILE EAST ALONG ROAD NO. 617, THENCE
 FZ0761'ABOUT 0.2 MILE SOUTHEAST ALONG A ROAD LEADING TO THE RESIDENCE
 FZ0761'OF MR. DUTTON, THENCE ABOUT 0.25 MILE SOUTHEAST TO TOP OF
 FZ0761'RIDGE AND FENCE CORNER, 20 FEET WEST-SOUTHWEST OF FENCE CORNER,
 FZ0761'2 FEET NORTH OF RAIL FENCE, 73.5 FEET EAST-NORTHEAST OF R M
 FZ0761'2, 87.4 FEET SOUTHEAST OF R M 1.  14 FEET WEST OF A 16-INCH
 FZ0761'LOCUST TREE WITH TRIANGULATION BLAZE, 5 1/2 FEET EAST-NORTHEAST
 FZ0761'OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 FZ0761'PROJECTING 2 INCHES.
 FZ0761
 FZ0761                          STATION RECOVERY (1984)
 FZ0761
 FZ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1424 ***********************************************************************
 JW1424  DESIGNATION -  DUTTON
 JW1424  PID         -  JW1424
 JW1424  STATE/COUNTY-  VA/FREDERICK
 JW1424  USGS QUAD   -  WHITE HALL (1984)
 JW1424
 JW1424                         *CURRENT SURVEY CONTROL
 JW1424  ___________________________________________________________________
 JW1424* NAD 83(1993)-  39 20 17.07361(N)    078 08 51.41549(W)     ADJUSTED  
 JW1424* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 JW1424  ___________________________________________________________________
 JW1424  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 JW1424  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JW1424
 JW1424  HORZ ORDER  -  FIRST
 JW1424
 JW1424.The horizontal coordinates were established by classical geodetic methods
 JW1424.and adjusted by the National Geodetic Survey in November 1994..
 JW1424
 JW1424.The orthometric height was scaled from a topographic map.
 JW1424
 JW1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1424
 JW1424.The geoid height was determined by GEOID03.
 JW1424
 JW1424;                    North         East     Units Scale Factor Converg.
 JW1424;SPC VA N     - 2,185,592.148 3,530,380.769   MT  1.00002742   +0 13 11.7
 JW1424;SPC VA N     - 7,170,563.57 11,582,590.91   sFT  1.00002742   +0 13 11.7
 JW1424;SPC WV N     -    93,917.972   716,582.817   MT  0.99995330   +0 51 45.1
 JW1424;UTM  17      - 4,358,175.051   745,833.436   MT  1.00034416   +1 48 32.5
 JW1424
 JW1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1424!SPC VA N     -   0.99993977  x   1.00002742  =   0.99996719
 JW1424!SPC WV N     -   0.99993977  x   0.99995330  =   0.99989307
 JW1424!UTM  17      -   0.99993977  x   1.00034416  =   1.00028391
 JW1424
 JW1424|---------------------------------------------------------------------|
 JW1424| PID    Reference Object                     Distance      Geod. Az  |
 JW1424|                                                           dddmmss.s |
 JW1424| CJ9713 DUTTON RM 1                          13.137 METERS 05701     |
 JW1424| CJ9712 DUTTON AZ MK                                       1113837.6 |
 JW1424| CJ9714 DUTTON RM 2                          10.835 METERS 27116     |
 JW1424|---------------------------------------------------------------------|
 JW1424
 JW1424                          SUPERSEDED SURVEY CONTROL
 JW1424
 JW1424  NAD 83(1993)-  39 20 17.07389(N)    078 08 51.41911(W) AD(       ) 1
 JW1424  NAD 83(1986)-  39 20 17.07427(N)    078 08 51.42367(W) AD(       ) 1
 JW1424  NAD 27      -  39 20 16.71400(N)    078 08 52.41600(W) AD(       ) 1
 JW1424
 JW1424.Superseded values are not recommended for survey control.
 JW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1424.See file dsdata.txt to determine how the superseded data were derived.
 JW1424
 JW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4583358175(NAD 83)
 JW1424_MARKER: DS = TRIANGULATION STATION DISK
 JW1424_SETTING: 80 = SET IN A BOULDER
 JW1424_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1424
 JW1424  HISTORY     - Date     Condition        Report By
 JW1424  HISTORY     - 1935     MONUMENTED       CGS
 JW1424  HISTORY     - 1972     GOOD             WVUNI
 JW1424  HISTORY     - 19980607 GOOD             USPSQD
 JW1424
 JW1424                          STATION DESCRIPTION
 JW1424
 JW1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JW1424'THIS IS A FIRST ORDER STATION LOCATED ON THE HIGHEST PART OF NORTH
 JW1424'MOUNTAIN ABOUT HALF A MILE SOUTH OF DUTTONS GAP AND 4-1/2 MILES
 JW1424'SOUTH OF MILES GAP.  STATION IS ABOUT .7 MILES EAST OF MR.
 JW1424'MARSHALL UNGERS HOME.
 JW1424'
 JW1424'TO REACH THIS STATION FROM GLENGARY W. VA GO SOUTH ON WINCHESTER
 JW1424'ROAD 1.1 MILES TO STEEL BRIDGE OVER BACK CREEK, CONTINUE ON MAIN
 JW1424'ROAD 2.1 MILES TO STATE LINE AND MR. UNGERS HOME ON LEFT.  TURN
 JW1424'LEFT OFF OF MAIN ROAD AT MR. UNGERS HOUSE AND FOLLOW THE
 JW1424'ROAD TO THE LEFT OF MR. UNGERS HOME FOR .2 MILE TO Y.  TRUCK
 JW1424'CAN BE TURNED AROUND HERE.  FROM HERE FOLLOW OLD ROAD (RIGHT
 JW1424'FORK) FOR ABOUT 100 YARDS TO LARGE ROCK, TURN SHARP RIGHT SE AND
 JW1424'CLIMB TO TOP OF RIDGE AND STATION SITE.  STATION MARK IS
 JW1424'LOCATED 18 FEET S. OF 18 IN SPANISH OAK WITH TRIANGLE BLAZE,
 JW1424'14 FT. SE OF 12 IN SPANISH OAK, AND 7 PACES W. OF E EDGE OF
 JW1424'MOUNTAIN.
 JW1424'
 JW1424'AZ. MK. IS LOCATED IN THE CEMETERY OF THE UNITED BRETHERN
 JW1424'CHURCH AND IS AN OCTOGNAL MONUMENT HAVING THE FOLLOWING
 JW1424'INSCRIPTION--ELDRIDGE B. BRAITHWAITE BORN AUG. 16, 1906.  DIED
 JW1424'AUG. 3,1922.  AZ. MK. IS 12 PACES S OF SW CORNER OF CHURCH.
 JW1424'PROJECTS 30 INCHES.
 JW1424'
 JW1424'R.M. NO. 1 IS SET IN LARGE BOULDER 13.137 METERS NE OF STATION AND
 JW1424'5 PACES E OF HIGHEST PART OF RIDGE.  PROJECTS 18 INCHES.
 JW1424'
 JW1424'R.M. NO. 2 IS SET IN LARGE BOULDER 10.835 METERS SW OF STATION.
 JW1424'PROJECTS 6 INCHES ABOVE GROUND.
 JW1424'
 JW1424'A 4 FOOT STAND CLEARED ALL LINES.
 JW1424'
 JW1424'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
 JW1424
 JW1424                          STATION RECOVERY (1972)
 JW1424
 JW1424'RECOVERY NOTE BY WEST VIRGINIA UNIVERSITY 1972 (JRB)
 JW1424'DUTTON 1935 RECOVERED GOOD - SET IN LOW ROCK LEDGE JUST WEST OF
 JW1424'CREST OF MOUNTAIN AND WEST OF BOULDERS, TOP OF MT. FORESTED.
 JW1424'
 JW1424'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  I BELIEVE I
 JW1424'FINALLY LOCATED REFERENCE MARK NO. 2 IN SPRING 1972, BUT FAILED TO
 JW1424'PLACE THIS IN MY FIELD NOTES FOR VERIFICATION.  THE SEARCH, IN ANY
 JW1424'EVENT, WAS NOT EXHAUSTIVE.
 JW1424'
 JW1424'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.8 MILES NORTH OF
 JW1424'WINCHESTER, VA.
 JW1424
 JW1424                          STATION RECOVERY (1998)
 JW1424
 JW1424'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0759 ***********************************************************************
 FZ0759  DESIGNATION -  DUTTON AZ MK
 FZ0759  PID         -  FZ0759
 FZ0759  STATE/COUNTY-  VA/WYTHE
 FZ0759  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0759
 FZ0759                         *CURRENT SURVEY CONTROL
 FZ0759  ___________________________________________________________________
 FZ0759* NAD 83(1986)-  36 54 35.     (N)    081 19 45.     (W)     SCALED    
 FZ0759* NAVD 88     -       791.191  (meters)    2595.77   (feet)  ADJUSTED  
 FZ0759  ___________________________________________________________________
 FZ0759  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ0759  DYNAMIC HT  -         790.451 (meters)    2593.34  (feet)  COMP
 FZ0759  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 FZ0759
 FZ0759  VERT ORDER  -  FIRST     CLASS II
 FZ0759
 FZ0759.The horizontal coordinates were scaled from a topographic map and have
 FZ0759.an estimated accuracy of +/- 6 seconds.
 FZ0759
 FZ0759.The orthometric height was determined by differential leveling
 FZ0759.and adjusted by the National Geodetic Survey in June 1991..
 FZ0759
 FZ0759.The geoid height was determined by GEOID03.
 FZ0759
 FZ0759.The dynamic height is computed by dividing the NAVD 88
 FZ0759.geopotential number by the normal gravity value computed on the
 FZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0759.degrees latitude (g = 980.6199 gals.).
 FZ0759
 FZ0759.The modeled gravity was interpolated from observed gravity values.
 FZ0759
 FZ0759;                    North         East    Units  Estimated Accuracy
 FZ0759;SPC VA S     - 1,067,740.    3,247,920.      MT  (+/- 180 meters Scaled)
 FZ0759
 FZ0759                          SUPERSEDED SURVEY CONTROL
 FZ0759
 FZ0759  NGVD 29 (??/??/92)  791.243  (m)         2595.94   (f) ADJ UNCH    1 2
 FZ0759
 FZ0759.Superseded values are not recommended for survey control.
 FZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0759.See file dsdata.txt to determine how the superseded data were derived.
 FZ0759
 FZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA706849(NAD 83)
 FZ0759_MARKER: DZ = AZIMUTH MARK DISK
 FZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0759_STAMPING: DUTTON 1958
 FZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0759+STABILITY: SURFACE MOTION
 FZ0759
 FZ0759  HISTORY     - Date     Condition        Report By
 FZ0759  HISTORY     - 1958     MONUMENTED       CGS
 FZ0759  HISTORY     - 1959     GOOD             NGS
 FZ0759  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ0759
 FZ0759                          STATION DESCRIPTION
 FZ0759
 FZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0759'13.4 MI NE FROM MARION.
 FZ0759'ABOUT 11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0759'OFFICE AT MARION, THENCE ABOUT 0.6 MILE NORTH ALONG ROAD NO. 681,
 FZ0759'THENCE ABOUT 0.8 MILE EAST ALONG ROAD NO. 617, THENCE ABOUT 0.1
 FZ0759'MILE SOUTHEAST ALONG A ROAD LEADING TO RESIDENCE OF MR. DUTTON, 74
 FZ0759'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD, 35 FEET NORTHWEST
 FZ0759'OF THE CENTER OF A FIELD GATE, 3 FEET NORTHEAST OF A RAIL FENCE,
 FZ0759'4 FEET WEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 FZ0759'POST PROJECTING 1 INCH.
 FZ0759
 FZ0759                          STATION RECOVERY (1984)
 FZ0759
 FZ0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0760 ***********************************************************************
 FZ0760  DESIGNATION -  DUTTON RM 1
 FZ0760  PID         -  FZ0760
 FZ0760  STATE/COUNTY-  VA/WYTHE
 FZ0760  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0760
 FZ0760                         *CURRENT SURVEY CONTROL
 FZ0760  ___________________________________________________________________
 FZ0760* NAD 83(1986)-  36 54 28.     (N)    081 19 27.     (W)     SCALED    
 FZ0760* NAVD 88     -       822.873  (meters)    2699.71   (feet)  ADJUSTED  
 FZ0760  ___________________________________________________________________
 FZ0760  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ0760  DYNAMIC HT  -         822.103 (meters)    2697.18  (feet)  COMP
 FZ0760  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FZ0760
 FZ0760  VERT ORDER  -  FIRST     CLASS II
 FZ0760
 FZ0760.The horizontal coordinates were scaled from a topographic map and have
 FZ0760.an estimated accuracy of +/- 6 seconds.
 FZ0760
 FZ0760.The orthometric height was determined by differential leveling
 FZ0760.and adjusted by the National Geodetic Survey in June 1991..
 FZ0760
 FZ0760.The geoid height was determined by GEOID03.
 FZ0760
 FZ0760.The dynamic height is computed by dividing the NAVD 88
 FZ0760.geopotential number by the normal gravity value computed on the
 FZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0760.degrees latitude (g = 980.6199 gals.).
 FZ0760
 FZ0760.The modeled gravity was interpolated from observed gravity values.
 FZ0760
 FZ0760;                    North         East    Units  Estimated Accuracy
 FZ0760;SPC VA S     - 1,067,510.    3,248,360.      MT  (+/- 180 meters Scaled)
 FZ0760
 FZ0760                          SUPERSEDED SURVEY CONTROL
 FZ0760
 FZ0760  NGVD 29 (??/??/92)  822.927  (m)         2699.89   (f) ADJ UNCH    1 2
 FZ0760
 FZ0760.Superseded values are not recommended for survey control.
 FZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0760.See file dsdata.txt to determine how the superseded data were derived.
 FZ0760
 FZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA711846(NAD 83)
 FZ0760_MARKER: DR = REFERENCE MARK DISK
 FZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0760_STAMPING: DUTTON 1958 NO 1
 FZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0760+STABILITY: SURFACE MOTION
 FZ0760
 FZ0760  HISTORY     - Date     Condition        Report By
 FZ0760  HISTORY     - 1958     MONUMENTED       CGS
 FZ0760  HISTORY     - 1959     GOOD             NGS
 FZ0760  HISTORY     - 1984     GOOD             NGS
 FZ0760
 FZ0760                          STATION DESCRIPTION
 FZ0760
 FZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0760'13.8 MI NE FROM MARION.
 FZ0760'87.4 FEET WEST-NORTHWEST OF DUTTON DESCRIBED, 110.1 FEET NORTH
 FZ0760'OF R M 2, 93 1/2 FEET NORTHWEST OF FENCE CORNER, 1/2 FOOT
 FZ0760'SOUTHWEST OF WIRE FENCE, 1 FOOT LOWER THAN THE STATION MARK,
 FZ0760'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 FZ0760
 FZ0760                          STATION RECOVERY (1984)
 FZ0760
 FZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0762 ***********************************************************************
 FZ0762  DESIGNATION -  DUTTON RM 2
 FZ0762  PID         -  FZ0762
 FZ0762  STATE/COUNTY-  VA/WYTHE
 FZ0762  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0762
 FZ0762                         *CURRENT SURVEY CONTROL
 FZ0762  ___________________________________________________________________
 FZ0762* NAD 83(1986)-  36 54 28.     (N)    081 19 27.     (W)     SCALED    
 FZ0762* NAVD 88     -       822.231  (meters)    2697.60   (feet)  ADJUSTED  
 FZ0762  ___________________________________________________________________
 FZ0762  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ0762  DYNAMIC HT  -         821.463 (meters)    2695.08  (feet)  COMP
 FZ0762  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 FZ0762
 FZ0762  VERT ORDER  -  FIRST     CLASS II
 FZ0762
 FZ0762.The horizontal coordinates were scaled from a topographic map and have
 FZ0762.an estimated accuracy of +/- 6 seconds.
 FZ0762
 FZ0762.The orthometric height was determined by differential leveling
 FZ0762.and adjusted by the National Geodetic Survey in June 1991..
 FZ0762
 FZ0762.The geoid height was determined by GEOID03.
 FZ0762
 FZ0762.The dynamic height is computed by dividing the NAVD 88
 FZ0762.geopotential number by the normal gravity value computed on the
 FZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0762.degrees latitude (g = 980.6199 gals.).
 FZ0762
 FZ0762.The modeled gravity was interpolated from observed gravity values.
 FZ0762
 FZ0762;                    North         East    Units  Estimated Accuracy
 FZ0762;SPC VA S     - 1,067,510.    3,248,360.      MT  (+/- 180 meters Scaled)
 FZ0762
 FZ0762                          SUPERSEDED SURVEY CONTROL
 FZ0762
 FZ0762  NGVD 29 (??/??/92)  822.286  (m)         2697.78   (f) ADJ UNCH    1 2
 FZ0762
 FZ0762.Superseded values are not recommended for survey control.
 FZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0762.See file dsdata.txt to determine how the superseded data were derived.
 FZ0762
 FZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA711846(NAD 83)
 FZ0762_MARKER: DR = REFERENCE MARK DISK
 FZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0762_STAMPING: DUTTON NO 2 1958
 FZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0762+STABILITY: SURFACE MOTION
 FZ0762
 FZ0762  HISTORY     - Date     Condition        Report By
 FZ0762  HISTORY     - 1958     MONUMENTED       CGS
 FZ0762  HISTORY     - 1959     GOOD             NGS
 FZ0762
 FZ0762                          STATION DESCRIPTION
 FZ0762
 FZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0762'13.8 MI NE FROM MARION.
 FZ0762'73.5 FEET WEST-SOUTHWEST OF DUTTON DESCRIBED, 110.1 FEET SOUTH
 FZ0762'OF R M 1, 92 1/2 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1 FOOT
 FZ0762'NORTH OF A RAIL FENCE, ABOUT 4 FEET LOWER THAN THE STATION MARK,
 FZ0762'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4573 ***********************************************************************
 HV4573  DESIGNATION -  DYKE 1901
 HV4573  PID         -  HV4573
 HV4573  STATE/COUNTY-  VA/FAIRFAX
 HV4573  USGS QUAD   -  ALEXANDRIA (1994)
 HV4573
 HV4573                         *CURRENT SURVEY CONTROL
 HV4573  ___________________________________________________________________
 HV4573* NAD 83(1993)-  38 46 01.01459(N)    077 02 28.15619(W)     ADJUSTED  
 HV4573* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4573  ___________________________________________________________________
 HV4573  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 HV4573  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HV4573
 HV4573  HORZ ORDER  -  THIRD
 HV4573
 HV4573.The horizontal coordinates were established by classical geodetic methods
 HV4573.and adjusted by the National Geodetic Survey in November 1994..
 HV4573
 HV4573.The orthometric height was scaled from a topographic map.
 HV4573
 HV4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4573
 HV4573.The geoid height was determined by GEOID03.
 HV4573
 HV4573;                    North         East     Units Scale Factor Converg.
 HV4573;SPC VA N     - 2,123,137.786 3,626,776.605   MT  0.99995178   +0 54 37.8
 HV4573;SPC VA N     - 6,965,661.22 11,898,849.58   sFT  0.99995178   +0 54 37.8
 HV4573;SPC MD       -   122,136.487   396,423.442   MT  0.99995164   -0 01 33.0
 HV4573;SPC MD       -   400,709.46  1,300,599.24   sFT  0.99995164   -0 01 33.0
 HV4573;UTM  18      - 4,292,893.453   322,666.327   MT  0.99998726   -1 16 42.3
 HV4573
 HV4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4573!SPC VA N     -   1.00000511  x   0.99995178  =   0.99995689
 HV4573!SPC MD       -   1.00000511  x   0.99995164  =   0.99995675
 HV4573!UTM  18      -   1.00000511  x   0.99998726  =   0.99999237
 HV4573
 HV4573:                Primary Azimuth Mark                     Grid Az
 HV4573:SPC VA N     -  ALEXANDRIA EPIS THEO SEM SPIRE           322 34 45.9
 HV4573:SPC MD       -  ALEXANDRIA EPIS THEO SEM SPIRE           323 30 56.7
 HV4573:UTM  18      -  ALEXANDRIA EPIS THEO SEM SPIRE           324 46 06.0
 HV4573
 HV4573|---------------------------------------------------------------------|
 HV4573| PID    Reference Object                     Distance      Geod. Az  |
 HV4573|                                                           dddmmss.s |
 HV4573| HV4608 ALEXANDRIA EPIS THEO SEM SPIRE      APPROX. 7.4 KM 3232923.7 |
 HV4573|---------------------------------------------------------------------|
 HV4573
 HV4573                          SUPERSEDED SURVEY CONTROL
 HV4573
 HV4573  NAD 83(1993)-  38 46 01.01255(N)    077 02 28.15790(W) AD(       ) 3
 HV4573  NAD 83(1986)-  38 46 01.01333(N)    077 02 28.16942(W) AD(       ) 3
 HV4573  NAD 27      -  38 46 00.60000(N)    077 02 29.24000(W) AD(       ) 3
 HV4573
 HV4573.Superseded values are not recommended for survey control.
 HV4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4573.See file dsdata.txt to determine how the superseded data were derived.
 HV4573
 HV4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2266692893(NAD 83)
 HV4573_MARKER: K = CLAY TILE PIPE
 HV4573_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV4573_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV4573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4573
 HV4573  HISTORY     - Date     Condition        Report By
 HV4573  HISTORY     - 1901     MONUMENTED       CGS
 HV4573  HISTORY     - 1904     GOOD             CGS
 HV4573  HISTORY     - 1928     MARK NOT FOUND   CGS
 HV4573
 HV4573                          STATION DESCRIPTION
 HV4573
 HV4573'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 HV4573'ON A NARROW RIDGE OF HARD LAND AT THE EXTREME POINT OF MARSH
 HV4573'BELOW NEW ALEXANDRIA AND NEARLY OPPOSITE FORT FOOTE.  UNDERGROUND
 HV4573'MARK IS AN INVERTED WHITE FLOWER POT (6-INCH) SET IN CEMENT,
 HV4573'ABOUT 2 FEET BELOW SURFACE OF GROUND.  SURFACE MARK IS A 3-INCH
 HV4573'TERRA-COTTA PIPE SET IN CEMENT, WITH TOP EVEN WITH SURFACE OF
 HV4573'GROUND.
 HV4573
 HV4573                          STATION RECOVERY (1928)
 HV4573
 HV4573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4573'SHORT SEARCH WAS MADE FOR THIS STATION BUT NOT FOUND.  THIS DYKE
 HV4573'LAND IS WASHED AT FLOOD TIDES AND PROBABILITY IS THAT MARK IS
 HV4573'COVERED BY CONSIDERABLE REFUSE AND WOULD NOT BE LOCATED EXCEPT
 HV4573'BY A MOST CAREFUL SEARCH WITH THE PROBABILITY OF ITS BEING WASHED
 HV4573'OUT AT SOMETIME IN PAST.  INASMUCH AS THIS STATION WOULD NOT HAVE
 HV4573'BEEN USED IN THE SCHEME OF TRIANGULATION LAID OUT, A PROLONGED
 HV4573'SEARCH WAS NOT MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4574 ***********************************************************************
 HV4574  DESIGNATION -  DYKE 2
 HV4574  PID         -  HV4574
 HV4574  STATE/COUNTY-  VA/FAIRFAX
 HV4574  USGS QUAD   -  ALEXANDRIA (1994)
 HV4574
 HV4574                         *CURRENT SURVEY CONTROL
 HV4574  ___________________________________________________________________
 HV4574* NAD 83(1993)-  38 46 13.03904(N)    077 02 29.88095(W)     ADJUSTED  
 HV4574* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4574  ___________________________________________________________________
 HV4574  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 HV4574  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV4574
 HV4574  HORZ ORDER  -  SECOND
 HV4574
 HV4574.The horizontal coordinates were established by classical geodetic methods
 HV4574.and adjusted by the National Geodetic Survey in November 1994..
 HV4574
 HV4574.The orthometric height was scaled from a topographic map.
 HV4574
 HV4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4574
 HV4574.The geoid height was determined by GEOID03.
 HV4574
 HV4574;                    North         East     Units Scale Factor Converg.
 HV4574;SPC VA N     - 2,123,507.851 3,626,729.084   MT  0.99995193   +0 54 36.7
 HV4574;SPC VA N     - 6,966,875.34 11,898,693.67   sFT  0.99995193   +0 54 36.7
 HV4574;SPC MD       -   122,507.279   396,381.974   MT  0.99995154   -0 01 34.1
 HV4574;SPC MD       -   401,925.96  1,300,463.19   sFT  0.99995154   -0 01 34.1
 HV4574;UTM  18      - 4,293,265.076   322,632.974   MT  0.99998740   -1 16 43.7
 HV4574
 HV4574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4574!SPC VA N     -   1.00000511  x   0.99995193  =   0.99995703
 HV4574!SPC MD       -   1.00000511  x   0.99995154  =   0.99995664
 HV4574!UTM  18      -   1.00000511  x   0.99998740  =   0.99999251
 HV4574
 HV4574:                Primary Azimuth Mark                     Grid Az
 HV4574:SPC VA N     -  ALEXANDRIA TORPEDO PLANT STACK           001 27 52.3
 HV4574:SPC MD       -  ALEXANDRIA TORPEDO PLANT STACK           002 24 03.1
 HV4574:UTM  18      -  ALEXANDRIA TORPEDO PLANT STACK           003 39 12.7
 HV4574
 HV4574|---------------------------------------------------------------------|
 HV4574| PID    Reference Object                     Distance      Geod. Az  |
 HV4574|                                                           dddmmss.s |
 HV4574| HV4551 ALEXANDRIA TORPEDO PLANT STACK      APPROX. 3.9 KM 0022229.0 |
 HV4574| HV4655 BELLEVUE NRL POWERHSE STK 1946      APPROX. 5.8 KM 0125948.7 |
 HV4574| HV4693 ROSIER LIGHT                        APPROX. 1.0 KM 0931402.5 |
 HV4574| HV4695 SCOUT RESET                         APPROX. 1.1 KM 1084148.4 |
 HV4574| HV4689 RIVERSIDE GOLF CLUB DOCK FP         APPROX. 1.6 KM 1332826.5 |
 HV4574| DC6232 DYKE 2 RM 1                          10.855 METERS 17410     |
 HV4574| HV4575 DYKE 3                               16.803 METERS 30246     |
 HV4574| DC6233 DYKE 2 RM 2                           6.501 METERS 33616     |
 HV4574|---------------------------------------------------------------------|
 HV4574
 HV4574                          SUPERSEDED SURVEY CONTROL
 HV4574
 HV4574  NAD 83(1993)-  38 46 13.03728(N)    077 02 29.88255(W) AD(       ) 2
 HV4574  NAD 83(1986)-  38 46 13.03767(N)    077 02 29.89489(W) AD(       ) 2
 HV4574  NAD 27      -  38 46 12.61400(N)    077 02 30.98000(W) AD(       ) 2
 HV4574
 HV4574.Superseded values are not recommended for survey control.
 HV4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4574.See file dsdata.txt to determine how the superseded data were derived.
 HV4574
 HV4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2263393265(NAD 83)
 HV4574_MARKER: DS = TRIANGULATION STATION DISK
 HV4574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4574
 HV4574  HISTORY     - Date     Condition        Report By
 HV4574  HISTORY     - 1928     MONUMENTED       CGS
 HV4574  HISTORY     - 1929     GOOD             CGS
 HV4574  HISTORY     - 1929     GOOD             CGS
 HV4574  HISTORY     - 1938     GOOD             CGS
 HV4574  HISTORY     - 1959     POOR             CGS
 HV4574
 HV4574                          STATION DESCRIPTION
 HV4574
 HV4574'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4574'ON THE W SHORE OF POTOMAC RIVER ON THE NARROW RIDGE OF HARD
 HV4574'LAND ABOUT 3 METERS WIDE S OF NEW ALEXANDRIA AND OPPOSITE ROSIER
 HV4574'BLUFF.  ON THE N END OF THE RIDGE JUST S OF A SMALL BIGHT THAT
 HV4574'TURNS NW INTO HUNTING CREEK, S OF STATION SHORELINE RUNS
 HV4574'STRAIGHT FOR 200 METERS.  W OF STATION LAND IS LOW SWAMPY AND
 HV4574'COVERED WITH RANK SWAMP GRASS, 3 METERS S OF STATION ARE A ROW
 HV4574'OF SMALL TREES AND A BEAM OF STATION IS A WHALEBOAT FAST
 HV4574'AGROUND.
 HV4574'
 HV4574'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HV4574'DISKS SET IN CONCRETE.
 HV4574'
 HV4574'REFERENCE MARK NO. 1 IS S OF STATION ON SAME RIDGE OF HARD LAND,
 HV4574'PROJECTS 6 INCHES ABOVE SURFACE, STAMPED DYKE 2 NO. 1 1928.
 HV4574'
 HV4574'REFERENCE MARK NO. 2 IS N OF STATION ON SAME RIDGE OF HARD LAND,
 HV4574'PROJECTS 6 INCHES ABOVE SURFACE, STAMPED DYKE 2 NO. 2 1928.  A DUCK
 HV4574'BLIND LIES JUST W OF REFERENCE MARK NO. 2 AT HIGH-WATER LINE.
 HV4574'
 HV4574'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 HV4574
 HV4574                          STATION RECOVERY (1929)
 HV4574
 HV4574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV4574'SURFACE MARK AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED.
 HV4574'SUB-SURFACE MARK NOT RECOVERED.  THE WHALEBOAT, DESCRIBED IN 1928
 HV4574'AS BEING FAST AGROUND, ABEAM OF THE STATION HAS BEEN REMOVED.
 HV4574'THE DUCK BLIND NEAR REFERENCE MARK NO. 2 HAS BEEN TORN DOWN.
 HV4574'THE STATION IS ABOUT 3 FEET ABOVE HIGH-WATER LINE AND ABOUT 20
 HV4574'FEET INSHORE FROM HIGH-WATER LINE.
 HV4574
 HV4574                          STATION RECOVERY (1929)
 HV4574
 HV4574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV4574'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 HV4574'ADEQUATE.
 HV4574
 HV4574                          STATION RECOVERY (1938)
 HV4574
 HV4574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4574'STATION SURFACE MARK AND THE TWO REFERENCE MARKS RECOVERED IN GOOD
 HV4574'CONDITION.  THE ORIGINAL DESCRIPTION OF STATION MARK IS STILL
 HV4574'ADEQUATE AND CORRECT, EXCEPT FOR THE FOLLOWING--(1) THE TREES
 HV4574'S OF STATION HAVE NOW GROWN TO CONSIDERABLE SIZE.  BRUSH AND SMALL
 HV4574'TREES NOW GROW N OF STATION.  (2) THE WHALEBOAT AGROUND IS GONE.
 HV4574'(3) A DUCK BLIND NEAR REFERENCE MARK NO. 2 IS NOW IN EXISTENCE
 HV4574'BUT IT IS NE AND NOT W OF THE REFERENCE MARK.  IT IS ALMOST
 HV4574'NECESSARY TO STEP ON THE REFERENCE MARK IN ORDER TO GET INTO
 HV4574'THE BLIND.
 HV4574'
 HV4574'THE DISTANCE AND DIRECTIONS OF THE REFERENCE MARKS FROM THE
 HV4574'STATION WERE NOT CHECKED.
 HV4574
 HV4574                          STATION RECOVERY (1959)
 HV4574
 HV4574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4574'STATION, R.M.S 1 AND 2 RECOVERED AS DESCRIBED.  STATION MARK WAS
 HV4574'FOUND IN POOR CONDITION.  THE MONUMENT HAS BEEN UNDERMINED AND THE
 HV4574'ENTIRE UNDEGROUND MONUMENT AND MOST OF THE SURFACE MONUMENT NOW
 HV4574'LIE EXPOSED AMONG TREE ROOTS AT THE WATER EDGE OF THE SWAMP.
 HV4574'THE STATION HAS NOT BEEN DISTURBED, BUT IS NO LONGER STABLE.
 HV4574'A NEW STATION, DYKE 3 1959, WAS ESTABLISHED NEARBY.  SEE
 HV4574'DESCRIPTION OF DYKE 3 1959.
 HV4574'
 HV4574'R.M. NO 1, SSW OF STATION, WAS RECOVERED IN GOOD CONDITION.
 HV4574'R.M. NO 2, NNE OF STATION, WAS FOUND SLIGHTLY TILTED TO THE NE.
 HV4574'THE DISTANCE TO THE STAION FROM R.M. NO 2 WAS FOUND TO BE IN
 HV4574'ERROR.  APPARENTLY THE 6 METERS WAS MISREAD AS 9 METERS.  BOTH
 HV4574'R.M.S ARE VERY STABLE AND WERE USED AS R.M.S FOR DYKE 3 1959.
 HV4574'THE STATION MARK WAS NOT DESTROYED AS IT WAS BEING USED FOR
 HV4574'HYDRO CONTROL AT THE TIME DYKE 3 1959 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4575 ***********************************************************************
 HV4575  DESIGNATION -  DYKE 3
 HV4575  PID         -  HV4575
 HV4575  STATE/COUNTY-  VA/FAIRFAX
 HV4575  USGS QUAD   -  ALEXANDRIA (1994)
 HV4575
 HV4575                         *CURRENT SURVEY CONTROL
 HV4575  ___________________________________________________________________
 HV4575* NAD 83(1993)-  38 46 13.33391(N)    077 02 30.46627(W)     ADJUSTED  
 HV4575* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4575  ___________________________________________________________________
 HV4575  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 HV4575  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV4575
 HV4575  HORZ ORDER  -  THIRD
 HV4575
 HV4575.The horizontal coordinates were established by classical geodetic methods
 HV4575.and adjusted by the National Geodetic Survey in November 1994..
 HV4575
 HV4575.The orthometric height was scaled from a topographic map.
 HV4575
 HV4575.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4575
 HV4575.The geoid height was determined by GEOID03.
 HV4575
 HV4575;                    North         East     Units Scale Factor Converg.
 HV4575;SPC VA N     - 2,123,516.718 3,626,714.812   MT  0.99995193   +0 54 36.3
 HV4575;SPC VA N     - 6,966,904.43 11,898,646.85   sFT  0.99995193   +0 54 36.3
 HV4575;SPC MD       -   122,516.377   396,367.849   MT  0.99995153   -0 01 34.4
 HV4575;SPC MD       -   401,955.81  1,300,416.85   sFT  0.99995153   -0 01 34.4
 HV4575;UTM  18      - 4,293,274.482   322,619.050   MT  0.99998746   -1 16 44.1
 HV4575
 HV4575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4575!SPC VA N     -   1.00000510  x   0.99995193  =   0.99995703
 HV4575!SPC MD       -   1.00000510  x   0.99995153  =   0.99995663
 HV4575!UTM  18      -   1.00000510  x   0.99998746  =   0.99999256
 HV4575
 HV4575:                Primary Azimuth Mark                     Grid Az
 HV4575:SPC VA N     -  WASHINGTON MONUMENT 1913                 001 33 12.0
 HV4575:SPC MD       -  WASHINGTON MONUMENT 1913                 002 29 22.7
 HV4575:UTM  18      -  WASHINGTON MONUMENT 1913                 003 44 32.4
 HV4575
 HV4575|---------------------------------------------------------------------|
 HV4575| PID    Reference Object                     Distance      Geod. Az  |
 HV4575|                                                           dddmmss.s |
 HV4575| HV4442 WASHINGTON MONUMENT 1913            APPROX.13.2 KM 0022748.3 |
 HV4575| DC6233 DYKE 2 RM 2                          11.938 METERS 10516     |
 HV4575| HV4574 DYKE 2                               16.803 METERS 12246     |
 HV4575| DC6232 DYKE 2 RM 1                          25.050 METERS 14233     |
 HV4575| HV4541 ALEXANDRIA BRICK STACK              APPROX. 3.3 KM 3371647.9 |
 HV4575|---------------------------------------------------------------------|
 HV4575
 HV4575                          SUPERSEDED SURVEY CONTROL
 HV4575
 HV4575  NAD 83(1993)-  38 46 13.33215(N)    077 02 30.46787(W) AD(       ) 3
 HV4575  NAD 83(1986)-  38 46 13.33253(N)    077 02 30.48020(W) AD(       ) 3
 HV4575  NAD 27      -  38 46 12.90900(N)    077 02 31.56500(W) AD(       ) 3
 HV4575
 HV4575.Superseded values are not recommended for survey control.
 HV4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4575.See file dsdata.txt to determine how the superseded data were derived.
 HV4575
 HV4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2261993274(NAD 83)
 HV4575_MARKER: DS = TRIANGULATION STATION DISK
 HV4575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4575
 HV4575  HISTORY     - Date     Condition        Report By
 HV4575  HISTORY     - 1959     MONUMENTED       CGS
 HV4575
 HV4575                          STATION DESCRIPTION
 HV4575
 HV4575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4575'THE STATION IS LOCATED NORTHWEST OF DYKE 2 1928 AT THE EDGE
 HV4575'OF THE MARSHLAND ON THE NORTHWESTERN PART OF A BIGHT OF LAND
 HV4575'THAT FORMS THE SOUTH ENTRANCE TO HUNTING CREEK.  IT IS 10
 HV4575'FEET SOUTH OF THE H.W.L., 40 FEET SOUTH-SOUTHWEST OF A SMALL
 HV4575'CLUMP OF BUSHES AND TREES THAT MAKE UP THE NORTHERNMOST LAND
 HV4575'OF THE BIGHT AND MAKE AN ISLAND AT HIGH WATER, 35 FEET SOUTHWEST
 HV4575'OF PRESENT DAY DUCK BLIND THAT IS LOCATED NORTH OF R.M. NO. 2.
 HV4575'THE MONUMENT PROJECTS 6 IN. ABOVE THE SANDY GRASSLAND AND WOOD
 HV4575'DEBRIS OF THE AREA AND THE DISC IS STAMPED DYKE 3 1959.
 HV4575'
 HV4575'R.M. NO 1 IS SOUTH-SOUTHEAST OF THE STATION, 8 FEET WEST OF
 HV4575'H.W.L., 5 FEET NORTHWEST OF A 24 INCH DIAMETER OAK TREE AND
 HV4575'35 FEET SOUTH OF THE ISLAND AT HIGH WATER.  MONUMENT PROJECTS
 HV4575'10 INCHES AND THE DISC IS STAMPED DYKE 2 N 1 1928.
 HV4575'
 HV4575'R.M. NO 2 IS EAST OF THE STATION, SLIGHTLY TILTED TO NORTHEAST,
 HV4575'2 FEET WEST OF H.W.L., AND 14 PACES SOUTHEAST OF THE ISLAND
 HV4575'AT HIGH WATER.  MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HV4575'DYKE 2 N 2 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3634 ***********************************************************************
 GV3634  DESIGNATION -  DYMER CREEK ENTRANCE LIGHT
 GV3634  PID         -  GV3634
 GV3634  STATE/COUNTY-  VA/LANCASTER
 GV3634  USGS QUAD   -  FLEETS BAY (1992)
 GV3634
 GV3634                         *CURRENT SURVEY CONTROL
 GV3634  ___________________________________________________________________
 GV3634* NAD 83(1993)-  37 39 49.89707(N)    076 19 50.30337(W)     ADJUSTED  
 GV3634* NAVD 88     -                                                        
 GV3634  ___________________________________________________________________
 GV3634  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 GV3634  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV3634
 GV3634  HORZ ORDER  -  THIRD
 GV3634
 GV3634.The horizontal coordinates were established by classical geodetic methods
 GV3634.and adjusted by the National Geodetic Survey in November 1994..
 GV3634
 GV3634
 GV3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3634
 GV3634.The geoid height was determined by GEOID03.
 GV3634
 GV3634;                    North         East     Units Scale Factor Converg.
 GV3634;SPC VA S     - 1,149,856.041 3,691,381.927   MT  0.99995874   +1 18 59.9
 GV3634;SPC VA S     - 3,772,486.03 12,110,808.87   sFT  0.99995874   +1 18 59.9
 GV3634;UTM  18      - 4,169,353.479   382,639.444   MT  0.99976965   -0 48 47.3
 GV3634
 GV3634                          SUPERSEDED SURVEY CONTROL
 GV3634
 GV3634  NAD 83(1993)-  37 39 49.92571(N)    076 19 50.36282(W) AD(       ) 4
 GV3634  NAD 83(1986)-  37 39 49.89267(N)    076 19 50.32082(W) AD(       ) 4
 GV3634  NAD 27      -  37 39 49.19000(N)    076 19 51.20000(W) AD(       ) 3
 GV3634
 GV3634.Superseded values are not recommended for survey control.
 GV3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3634.See file dsdata.txt to determine how the superseded data were derived.
 GV3634
 GV3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8263969353(NAD 83)
 GV3634_MARKER: 14 = NAVIGATION LIGHT
 GV3634
 GV3634  HISTORY     - Date     Condition        Report By
 GV3634  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3634  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3634  HISTORY     - 19980614 GOOD             USPSQD
 GV3634  HISTORY     - 20021129 GOOD             USPSQD
 GV3634
 GV3634                          STATION DESCRIPTION
 GV3634
 GV3634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3634'THE STATION IS IN FLEETS BAY, AT THE ENTRANCE TO DYMER CREEK.
 GV3634'THE STRUCTURE IS A TRIANGULAR BLACK-SLATTED PILE STRUCTURE
 GV3634'WITH A BLACK BOX ON TOP.  THE POINT OBSERVED WAS THE TOP POINT
 GV3634'OR GLOBE OF THE LIGHT.
 GV3634'
 GV3634'THIS IS AN INTERSECTION STATION.
 GV3634
 GV3634                          STATION RECOVERY (1994)
 GV3634
 GV3634'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3634'MARK NOT FOUND.
 GV3634
 GV3634                          STATION RECOVERY (1998)
 GV3634
 GV3634'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3634'RECOVERED IN GOOD CONDITION.
 GV3634
 GV3634                          STATION RECOVERY (2002)
 GV3634
 GV3634'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9026 ***********************************************************************
 HV9026  DESIGNATION -  E
 HV9026  PID         -  HV9026
 HV9026  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9026  USGS QUAD   -  NOKESVILLE (1994)
 HV9026
 HV9026                         *CURRENT SURVEY CONTROL
 HV9026  ___________________________________________________________________
 HV9026* NAD 83(1993)-  38 44 32.08462(N)    077 30 46.23170(W)     ADJUSTED  
 HV9026* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 HV9026  ___________________________________________________________________
 HV9026  X           -   1,077,061.640 (meters)                     COMP
 HV9026  Y           -  -4,863,469.571 (meters)                     COMP
 HV9026  Z           -   3,970,055.459 (meters)                     COMP
 HV9026  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HV9026  ELLIP HEIGHT-          25.86  (meters)          (06/04/02) GPS OBS
 HV9026  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV9026
 HV9026  HORZ ORDER  -  SECOND
 HV9026  ELLP ORDER  -  FOURTH    CLASS II
 HV9026
 HV9026.The horizontal coordinates were established by GPS observations
 HV9026.and adjusted by the National Geodetic Survey in November 1994..
 HV9026
 HV9026.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9026
 HV9026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9026
 HV9026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9026
 HV9026.The ellipsoidal height was determined by GPS observations
 HV9026.and is referenced to NAD 83.
 HV9026
 HV9026.The geoid height was determined by GEOID03.
 HV9026
 HV9026;                    North         East     Units Scale Factor Converg.
 HV9026;SPC VA N     - 2,119,849.719 3,585,817.445   MT  0.99995075   +0 36 58.0
 HV9026;SPC VA N     - 6,954,873.62 11,764,469.40   sFT  0.99995075   +0 36 58.0
 HV9026;UTM  18      - 4,291,172.121   281,606.017   MT  1.00018737   -1 34 23.5
 HV9026
 HV9026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9026!SPC VA N     -   0.99999594  x   0.99995075  =   0.99994669
 HV9026!UTM  18      -   0.99999594  x   1.00018737  =   1.00018331
 HV9026
 HV9026                          SUPERSEDED SURVEY CONTROL
 HV9026
 HV9026  ELLIP H (11/14/94)   25.80   (m)                       GP(       ) 4 2
 HV9026  ELLIP H (01/27/92)   25.26   (m)                       GP(       ) 4 1
 HV9026  NAD 83(1986)-  38 44 32.08481(N)    077 30 46.24376(W) AD(       ) 2
 HV9026  NGVD 29 (01/20/89)   58.0    (m)          190.     (f) GPS OBS        
 HV9026
 HV9026.Superseded values are not recommended for survey control.
 HV9026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9026.See file dsdata.txt to determine how the superseded data were derived.
 HV9026
 HV9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8160691172(NAD 83)
 HV9026_MARKER: A = ALUMINUM MARKER
 HV9026_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9026_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9026+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1987
 HV9026
 HV9026  HISTORY     - Date     Condition        Report By
 HV9026  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9026  HISTORY     - 19870116 GOOD             GEOHYD
 HV9026
 HV9026                          STATION DESCRIPTION
 HV9026
 HV9026'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9026'THE STATION IS LOCATED IN CENTRAL PRINCE WILLIAM COUNTY VIRGINIA.
 HV9026'
 HV9026'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 234 AND ROUTE
 HV9026'28 IN THE CITY OF MANASSAS VIRGINIA.  PROCEED WEST ON ROUTE 28
 HV9026'FOR 2.2 MILES TO THE INTERSECTION WITH GODWIN DRIVE, TURN LEFT
 HV9026'AND HEAD SOUTH-SOUTHWEST ON GODWIN DRIVE FOR 0.1 MILE TO THE
 HV9026'CEMETERY ON THE RIGHT. STATION E LIES 61.8 FEET AT AN AZIMUTH OF
 HV9026'260 DEGREES FROM THE SOUTHWEST CORNER OF THE CEMETARY STONE WALL
 HV9026'BOUNDARY.
 HV9026'
 HV9026'THE STATION IS A BRASS CAP 2-INCH IN DIAMETER SET IN CONCRETE
 HV9026'STAMPED---STA E---.  THE STATION IS 105.5 FEET SOUTHEAST OF A PK NAIL
 HV9026'IN A 14-INCH ASH TREE, 15.9 FEET SOUTHWEST OF A PK NAIL IN THE EAST
 HV9026'SIDE OF A 8-INCH STUMP, 61.8 FEET SOUTH OF THE CENTER OF THE SOUTHWEST
 HV9026'CORNER PEDESTAL OF THE CEMETERYS STONE WALL, AND 82.5 FEET NORTH OF A
 HV9026'PK NAIL IN THE SOUTH SIDE OF A POWER POLE.
 HV9026'
 HV9026'THE AZIMUTH MARK IS A BRASS DISK SET IN A MASS OF CONCRETE, AND IS
 HV9026'STAMPED---83 E PWC AZIMUTH 1986---.THE MARK IS 52.00 FEET EAST OF
 HV9026'THE CENTERLINE OF GOODWIN DRIVE, 42.05 FEET NORTH OF THE CENTERLINE
 HV9026'OF ROUTE 28, AND 2.5 FEET EAST OF POWER POLE OK72. THE DISTANCE FROM
 HV9026'THE AZIMUTH MARK TO THE STATION IS 297.1 METERS.
 HV9026'
 HV9026'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHWEST ON
 HV9026'GOODWIN DRIVE FOR 0.2 MILES TO THE MARK IN THE NORTHEAST CORNER OF
 HV9026'THE INTERSECTION OF GOODWIN DRIVE AND ROUTE 28.
 HV9026
 HV9026                          STATION RECOVERY (1987)
 HV9026
 HV9026'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1037 ***********************************************************************
 HW1037  DESIGNATION -  E 101 RESET 1974
 HW1037  PID         -  HW1037
 HW1037  STATE/COUNTY-  VA/AUGUSTA
 HW1037  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1037
 HW1037                         *CURRENT SURVEY CONTROL
 HW1037  ___________________________________________________________________
 HW1037* NAD 83(1986)-  38 15 50.     (N)    078 58 54.     (W)     SCALED    
 HW1037* NAVD 88     -       424.98   (meters)    1394.3    (feet)  RESET     
 HW1037  ___________________________________________________________________
 HW1037  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HW1037
 HW1037  VERT ORDER  -  THIRD
 HW1037
 HW1037.The horizontal coordinates were scaled from a topographic map and have
 HW1037.an estimated accuracy of +/- 6 seconds.
 HW1037
 HW1037.The orthometric height was computed from unverified reset data.
 HW1037.No vertical observational check was made to the station.
 HW1037
 HW1037.The geoid height was determined by GEOID03.
 HW1037
 HW1037;                    North         East    Units  Estimated Accuracy
 HW1037;SPC VA N     - 2,066,400.    3,457,850.      MT  (+/- 180 meters Scaled)
 HW1037
 HW1037                          SUPERSEDED SURVEY CONTROL
 HW1037
 HW1037  NGVD 29 (03/21/06)  425.11   (m)         1394.7    (f) RESET       3  
 HW1037
 HW1037.Superseded values are not recommended for survey control.
 HW1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1037.See file dsdata.txt to determine how the superseded data were derived.
 HW1037
 HW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC765370(NAD 83)
 HW1037_MARKER: DD = SURVEY DISK
 HW1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1037_STAMPING: E 101 RESET 1974
 HW1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1037+STABILITY: SURFACE MOTION
 HW1037
 HW1037  HISTORY     - Date     Condition        Report By
 HW1037  HISTORY     - 1974     MONUMENTED       NGS
 HW1037  HISTORY     - 1975     GOOD             VADH
 HW1037
 HW1037                          STATION DESCRIPTION
 HW1037
 HW1037'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1975
 HW1037'1.5 MI NW FROM MOUNT SIDNEY.
 HW1037'1.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626 FROM THE
 HW1037'JUNCTION OF U.S. HIGHWAY 11 AT MOUNT SIDNEY, AUGUSTA COUNTY,
 HW1037'VIRGINIA AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 616.
 HW1037'SET IN THE FRONT YARD OF A FRAME DWELLING IN THE SOUTHWEST
 HW1037'QUADRANT OF THE INTERSECTION, 25 FEET WEST OF THE CENTER OF
 HW1037'ROUTE 616 AND 55 FEET SOUTH OF THE CENTER OF ROUTE 626, 4 FEET
 HW1037'NORTHEAST OF A POWER POLE NO. KK-39.  A STANDARD DISK, AND
 HW1037'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1857 ***********************************************************************
 HW1857  DESIGNATION -  E 102
 HW1857  PID         -  HW1857
 HW1857  STATE/COUNTY-  VA/HIGHLAND
 HW1857  USGS QUAD   -  MONTEREY (1976)
 HW1857
 HW1857                         *CURRENT SURVEY CONTROL
 HW1857  ___________________________________________________________________
 HW1857* NAD 83(1986)-  38 26 10.     (N)    079 31 47.     (W)     SCALED    
 HW1857* NAVD 88     -       829.907  (meters)    2722.79   (feet)  ADJUSTED  
 HW1857  ___________________________________________________________________
 HW1857  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HW1857  DYNAMIC HT  -         829.226 (meters)    2720.55  (feet)  COMP
 HW1857  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 HW1857
 HW1857  VERT ORDER  -  SECOND    CLASS 0
 HW1857
 HW1857.The horizontal coordinates were scaled from a topographic map and have
 HW1857.an estimated accuracy of +/- 6 seconds.
 HW1857
 HW1857.The orthometric height was determined by differential leveling
 HW1857.and adjusted by the National Geodetic Survey in June 1991..
 HW1857
 HW1857.The geoid height was determined by GEOID03.
 HW1857
 HW1857.The dynamic height is computed by dividing the NAVD 88
 HW1857.geopotential number by the normal gravity value computed on the
 HW1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1857.degrees latitude (g = 980.6199 gals.).
 HW1857
 HW1857.The modeled gravity was interpolated from observed gravity values.
 HW1857
 HW1857;                    North         East    Units  Estimated Accuracy
 HW1857;SPC VA N     - 2,085,910.    3,410,100.      MT  (+/- 180 meters Scaled)
 HW1857
 HW1857                          SUPERSEDED SURVEY CONTROL
 HW1857
 HW1857  NGVD 29 (??/??/92)  829.968  (m)         2722.99   (f) ADJ UNCH    2 0
 HW1857
 HW1857.Superseded values are not recommended for survey control.
 HW1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1857.See file dsdata.txt to determine how the superseded data were derived.
 HW1857
 HW1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC283552(NAD 83)
 HW1857_MARKER: DB = BENCH MARK DISK
 HW1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1857_STAMPING: E 102 1935
 HW1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1857+STABILITY: SURFACE MOTION
 HW1857
 HW1857  HISTORY     - Date     Condition        Report By
 HW1857  HISTORY     - 1935     MONUMENTED       CGS
 HW1857
 HW1857                          STATION DESCRIPTION
 HW1857
 HW1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1857'3.7 MI NE FROM MONTEREY.
 HW1857'3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE METHODIST
 HW1857'CHURCH AT MONTEREY, HIGHLAND COUNTY, THENCE 1.0 MILE SOUTH ALONG
 HW1857'SECONDARY STATE HIGHWAY 629, AND THENCE 0.1 MILE EAST ALONG
 HW1857'SECONDARY STATE HIGHWAY 624, AT THE JUNCTION OF SECONDARY STATE
 HW1857'HIGHWAY 628 LEADING SOUTHEAST, 30 FEET SOUTH OF THE CENTERLINE
 HW1857'OF SECONDARY STATE HIGHWAY 624, 18 FEET EAST OF THE CENTERLINE
 HW1857'OF SECONDARY STATE HIGHWAY 628, 20 FEET SOUTH OF THE WEST END
 HW1857'OF A WOODEN BRIDGE, 10 FEET WEST OF THE EDGE OF A CREEK, AND 8
 HW1857'FEET NORTHWEST OF A 10-INCH ASH TREE.  A STANDARD DISK, STAMPED
 HW1857'E 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1674 ***********************************************************************
 HW1674  DESIGNATION -  E 103
 HW1674  PID         -  HW1674
 HW1674  STATE/COUNTY-  VA/ROCKINGHAM
 HW1674  USGS QUAD   -  REDDISH KNOB (1984)
 HW1674
 HW1674                         *CURRENT SURVEY CONTROL
 HW1674  ___________________________________________________________________
 HW1674* NAD 83(1986)-  38 28 27.     (N)    079 12 04.     (W)     SCALED    
 HW1674* NAVD 88     -       923.978  (meters)    3031.42   (feet)  ADJUSTED  
 HW1674  ___________________________________________________________________
 HW1674  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 HW1674  DYNAMIC HT  -         923.227 (meters)    3028.95  (feet)  COMP
 HW1674  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 HW1674
 HW1674  VERT ORDER  -  SECOND    CLASS 0
 HW1674
 HW1674.The horizontal coordinates were scaled from a topographic map and have
 HW1674.an estimated accuracy of +/- 6 seconds.
 HW1674
 HW1674.The orthometric height was determined by differential leveling
 HW1674.and adjusted by the National Geodetic Survey in June 1991..
 HW1674
 HW1674.The geoid height was determined by GEOID03.
 HW1674
 HW1674.The dynamic height is computed by dividing the NAVD 88
 HW1674.geopotential number by the normal gravity value computed on the
 HW1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1674.degrees latitude (g = 980.6199 gals.).
 HW1674
 HW1674.The modeled gravity was interpolated from observed gravity values.
 HW1674
 HW1674;                    North         East    Units  Estimated Accuracy
 HW1674;SPC VA N     - 2,089,870.    3,438,820.      MT  (+/- 180 meters Scaled)
 HW1674
 HW1674                          SUPERSEDED SURVEY CONTROL
 HW1674
 HW1674  NGVD 29 (??/??/92)  924.054  (m)         3031.67   (f) ADJ UNCH    2 0
 HW1674
 HW1674.Superseded values are not recommended for survey control.
 HW1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1674.See file dsdata.txt to determine how the superseded data were derived.
 HW1674
 HW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC569599(NAD 83)
 HW1674_MARKER: DB = BENCH MARK DISK
 HW1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1674_STAMPING: E 103 1935
 HW1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1674+STABILITY: SURFACE MOTION
 HW1674
 HW1674  HISTORY     - Date     Condition        Report By
 HW1674  HISTORY     - 1935     MONUMENTED       CGS
 HW1674  HISTORY     - 1961     GOOD             NGS
 HW1674
 HW1674                          STATION DESCRIPTION
 HW1674
 HW1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1674'8.8 MI NW FROM BRIERY BRANCH.
 HW1674'8.8 MILES NORTHWEST ALONG STATE HIGHWAY 257 FROM THE JUNCTION
 HW1674'OF SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH, ROCKINGHAM
 HW1674'COUNTY, IN A SMALL OPENING ON THE TOP OF A RIDGE, 90 FEET
 HW1674'SOUTHEAST OF A SHARP CURVE ON THE TOP OF THE RIDGE, 45 FEET
 HW1674'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 42 FEET SOUTHEAST OF
 HW1674'A 16-INCH OAK TREE.  A STANDARD DISK, STAMPED E 103 1935 AND
 HW1674'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 HW1674'ORIGINALLY DESCRIBED AS BEING 10.1 MILES EAST OF SUGAR GROVE,
 HW1674'PENDLETON COUNTY, WEST VIRGINIA.
 HW1674
 HW1674                          STATION RECOVERY (1961)
 HW1674
 HW1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HW1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1631 ***********************************************************************
 HW1631  DESIGNATION -  E 104
 HW1631  PID         -  HW1631
 HW1631  STATE/COUNTY-  VA/AUGUSTA
 HW1631  USGS QUAD   -  STOKESVILLE (1967)
 HW1631
 HW1631                         *CURRENT SURVEY CONTROL
 HW1631  ___________________________________________________________________
 HW1631* NAD 83(1986)-  38 21 37.     (N)    079 12 47.     (W)     SCALED    
 HW1631* NAVD 88     -       594.091  (meters)    1949.11   (feet)  ADJUSTED  
 HW1631  ___________________________________________________________________
 HW1631  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 HW1631  DYNAMIC HT  -         593.631 (meters)    1947.60  (feet)  COMP
 HW1631  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 HW1631
 HW1631  VERT ORDER  -  SECOND    CLASS 0
 HW1631
 HW1631.The horizontal coordinates were scaled from a topographic map and have
 HW1631.an estimated accuracy of +/- 6 seconds.
 HW1631
 HW1631.The orthometric height was determined by differential leveling
 HW1631.and adjusted by the National Geodetic Survey in June 1991..
 HW1631
 HW1631.The geoid height was determined by GEOID03.
 HW1631
 HW1631.The dynamic height is computed by dividing the NAVD 88
 HW1631.geopotential number by the normal gravity value computed on the
 HW1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1631.degrees latitude (g = 980.6199 gals.).
 HW1631
 HW1631.The modeled gravity was interpolated from observed gravity values.
 HW1631
 HW1631;                    North         East    Units  Estimated Accuracy
 HW1631;SPC VA N     - 2,077,230.    3,437,680.      MT  (+/- 180 meters Scaled)
 HW1631
 HW1631                          SUPERSEDED SURVEY CONTROL
 HW1631
 HW1631  NGVD 29 (??/??/92)  594.195  (m)         1949.45   (f) ADJ UNCH    2 0
 HW1631
 HW1631.Superseded values are not recommended for survey control.
 HW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1631.See file dsdata.txt to determine how the superseded data were derived.
 HW1631
 HW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC561473(NAD 83)
 HW1631_MARKER: DB = BENCH MARK DISK
 HW1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1631_STAMPING: E 104 1935
 HW1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1631+STABILITY: SURFACE MOTION
 HW1631
 HW1631  HISTORY     - Date     Condition        Report By
 HW1631  HISTORY     - 1935     MONUMENTED       CGS
 HW1631
 HW1631                          STATION DESCRIPTION
 HW1631
 HW1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1631'1 MI NW FROM STOKESVILLE.
 HW1631'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1631'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1631'COUNTY, THENCE 3.4 MILES SOUTHWEST ALONG A FOREST SERVICE ROAD,
 HW1631'175 FEET WEST OF A SMALL DIP IN THE ROAD, 40 FEET SOUTH OF THE
 HW1631'CENTERLINE OF THE ROAD, AND 25 FEET NORTH OF A SMALL STREAM.  A
 HW1631'STANDARD DISK, STAMPED E 104 1935 AND SET IN THE TOP OF A CONCRETE
 HW1631'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1713 ***********************************************************************
 HW1713  DESIGNATION -  E 105
 HW1713  PID         -  HW1713
 HW1713  STATE/COUNTY-  VA/AUGUSTA
 HW1713  USGS QUAD   -  CHURCHVILLE (1981)
 HW1713
 HW1713                         *CURRENT SURVEY CONTROL
 HW1713  ___________________________________________________________________
 HW1713* NAD 83(1986)-  38 14 29.     (N)    079 10 00.     (W)     SCALED    
 HW1713* NAVD 88     -       460.924  (meters)    1512.21   (feet)  ADJUSTED  
 HW1713  ___________________________________________________________________
 HW1713  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HW1713  DYNAMIC HT  -         460.572 (meters)    1511.06  (feet)  COMP
 HW1713  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HW1713
 HW1713  VERT ORDER  -  SECOND    CLASS 0
 HW1713
 HW1713.The horizontal coordinates were scaled from a topographic map and have
 HW1713.an estimated accuracy of +/- 6 seconds.
 HW1713
 HW1713.The orthometric height was determined by differential leveling
 HW1713.and adjusted by the National Geodetic Survey in June 1991..
 HW1713
 HW1713.The geoid height was determined by GEOID03.
 HW1713
 HW1713.The dynamic height is computed by dividing the NAVD 88
 HW1713.geopotential number by the normal gravity value computed on the
 HW1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1713.degrees latitude (g = 980.6199 gals.).
 HW1713
 HW1713.The modeled gravity was interpolated from observed gravity values.
 HW1713
 HW1713;                    North         East    Units  Estimated Accuracy
 HW1713;SPC VA N     - 2,064,010.    3,441,640.      MT  (+/- 180 meters Scaled)
 HW1713
 HW1713                          SUPERSEDED SURVEY CONTROL
 HW1713
 HW1713  NGVD 29 (??/??/92)  461.04   (m)         1512.6    (f) COMPUTED    2 0
 HW1713
 HW1713.Superseded values are not recommended for survey control.
 HW1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1713.See file dsdata.txt to determine how the superseded data were derived.
 HW1713
 HW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC604341(NAD 83)
 HW1713_MARKER: DB = BENCH MARK DISK
 HW1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1713_STAMPING: E-105 1935
 HW1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1713+STABILITY: SURFACE MOTION
 HW1713
 HW1713  HISTORY     - Date     Condition        Report By
 HW1713  HISTORY     - 1935     MONUMENTED       CGS
 HW1713
 HW1713                          STATION DESCRIPTION
 HW1713
 HW1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1713'1.1 MI NE FROM CHURCHVILLE.
 HW1713'ALONG STATE HIGHWAY 42, ABOUT 350 FEET SOUTH OF TOP OF SMALL HILL,
 HW1713'ABOUT 300 FEET NORTH OF SMALL CONCRETE BRIDGE, 100 FEET NORTHWEST
 HW1713'OF G.M. RITCHIES HOUSE, 18 FEET WEST OF CENTER LINE OF HIGHWAY,
 HW1713'1 FOOT EAST OF RIGHT OF WAY FENCE, OUT SIDE OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0480 ***********************************************************************
 HW0480  DESIGNATION -  E 106
 HW0480  PID         -  HW0480
 HW0480  STATE/COUNTY-  VA/ALBEMARLE
 HW0480  USGS QUAD   -  KESWICK (1984)
 HW0480
 HW0480                         *CURRENT SURVEY CONTROL
 HW0480  ___________________________________________________________________
 HW0480* NAD 83(1986)-  38 02 29.     (N)    078 20 03.     (W)     SCALED    
 HW0480* NAVD 88     -       131.319  (meters)     430.84   (feet)  ADJUSTED  
 HW0480  ___________________________________________________________________
 HW0480  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW0480  DYNAMIC HT  -         131.230 (meters)     430.54  (feet)  COMP
 HW0480  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 HW0480
 HW0480  VERT ORDER  -  SECOND    CLASS 0
 HW0480
 HW0480.The horizontal coordinates were scaled from a topographic map and have
 HW0480.an estimated accuracy of +/- 6 seconds.
 HW0480
 HW0480.The orthometric height was determined by differential leveling
 HW0480.and adjusted by the National Geodetic Survey in June 1991..
 HW0480
 HW0480.The geoid height was determined by GEOID03.
 HW0480
 HW0480.The dynamic height is computed by dividing the NAVD 88
 HW0480.geopotential number by the normal gravity value computed on the
 HW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0480.degrees latitude (g = 980.6199 gals.).
 HW0480
 HW0480.The modeled gravity was interpolated from observed gravity values.
 HW0480
 HW0480;                    North         East    Units  Estimated Accuracy
 HW0480;SPC VA S     - 1,189,570.    3,514,560.      MT  (+/- 180 meters Scaled)
 HW0480
 HW0480                          SUPERSEDED SURVEY CONTROL
 HW0480
 HW0480  NGVD 29 (??/??/92)  131.562  (m)          431.63   (f) ADJ UNCH    2 0
 HW0480
 HW0480.Superseded values are not recommended for survey control.
 HW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0480.See file dsdata.txt to determine how the superseded data were derived.
 HW0480
 HW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC339137(NAD 83)
 HW0480_MARKER: DB = BENCH MARK DISK
 HW0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0480_SP_SET: CULVERT
 HW0480_STAMPING: E 106 1935
 HW0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0480
 HW0480  HISTORY     - Date     Condition        Report By
 HW0480  HISTORY     - 1935     MONUMENTED       CGS
 HW0480  HISTORY     - 1963     GOOD             NGS
 HW0480  HISTORY     - 20050618 MARK NOT FOUND   GEOCAC
 HW0480
 HW0480                          STATION DESCRIPTION
 HW0480
 HW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0480'1.7 MI SW FROM CISMONT.
 HW0480'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 HW0480'OF SECONDARY STATE HIGHWAY 600 AT CISMONT, ALBEMARLE COUNTY, AT
 HW0480'A CULVERT, AND IN THE TOP OF THE NORTHEAST WING WALL.  A STANDARD
 HW0480'DISK, STAMPED E 106 1935.
 HW0480
 HW0480                          STATION RECOVERY (2005)
 HW0480
 HW0480'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HW0480'CULVERT DESCRIBED IS APPARENTLY STRUCTURE 1077, WHICH WAS WIDENED IN
 HW0480'1979. STATION DISK WAS DESCIBED IN 1963 AS BEING ON TOP OF THE
 HW0480'NORTHEAST WING WALL, BUT NO WING WALLS WERE OBSERVED ON THE WIDENED
 HW0480'STRUCTURE.
 HW0480' 
 HW0480'HANDHELD GPS COORDINATES N38 02 29.0, W078 20 03.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0159 ***********************************************************************
 GW0159  DESIGNATION -  E 107
 GW0159  PID         -  GW0159
 GW0159  STATE/COUNTY-  VA/FLUVANNA
 GW0159  USGS QUAD   -  SCOTTSVILLE (1974)
 GW0159
 GW0159                         *CURRENT SURVEY CONTROL
 GW0159  ___________________________________________________________________
 GW0159* NAD 83(1986)-  37 49 49.     (N)    078 23 26.     (W)     SCALED    
 GW0159* NAVD 88     -       150.774  (meters)     494.66   (feet)  ADJUSTED  
 GW0159  ___________________________________________________________________
 GW0159  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW0159  DYNAMIC HT  -         150.671 (meters)     494.33  (feet)  COMP
 GW0159  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 GW0159
 GW0159  VERT ORDER  -  SECOND    CLASS 0
 GW0159
 GW0159.The horizontal coordinates were scaled from a topographic map and have
 GW0159.an estimated accuracy of +/- 6 seconds.
 GW0159
 GW0159.The orthometric height was determined by differential leveling
 GW0159.and adjusted by the National Geodetic Survey in June 1991..
 GW0159
 GW0159.The geoid height was determined by GEOID03.
 GW0159
 GW0159.The dynamic height is computed by dividing the NAVD 88
 GW0159.geopotential number by the normal gravity value computed on the
 GW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0159.degrees latitude (g = 980.6199 gals.).
 GW0159
 GW0159.The modeled gravity was interpolated from observed gravity values.
 GW0159
 GW0159;                    North         East    Units  Estimated Accuracy
 GW0159;SPC VA S     - 1,166,130.    3,509,640.      MT  (+/- 180 meters Scaled)
 GW0159
 GW0159                          SUPERSEDED SURVEY CONTROL
 GW0159
 GW0159  NGVD 29 (??/??/92)  151.055  (m)          495.59   (f) ADJ UNCH    2 0
 GW0159
 GW0159.Superseded values are not recommended for survey control.
 GW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0159.See file dsdata.txt to determine how the superseded data were derived.
 GW0159
 GW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB296901(NAD 83)
 GW0159_MARKER: DB = BENCH MARK DISK
 GW0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0159_STAMPING: E 107 1935
 GW0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0159+STABILITY: SURFACE MOTION
 GW0159
 GW0159  HISTORY     - Date     Condition        Report By
 GW0159  HISTORY     - 1935     MONUMENTED       CGS
 GW0159  HISTORY     - 1963     GOOD             NGS
 GW0159  HISTORY     - 1983     GOOD             NGS
 GW0159  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0159  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 GW0159
 GW0159                          STATION DESCRIPTION
 GW0159
 GW0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0159'2.4 MI NW FROM KIDDS STORE.
 GW0159'2.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 620 FROM THE
 GW0159'JUNCTION OF STATE HIGHWAY 6 AT KIDDS STORE, FLUVANNA COUNTY, 0.3
 GW0159'MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AT
 GW0159'THE JUNCTION OF A DIRT ROAD LEADING WEST, 20 FEET EAST OF THE
 GW0159'CENTERLINE OF THE HIGHWAY, 60 FEET SOUTH OF A TREE SUPPORTING TWO
 GW0159'MAILBOXES, AND 30 FEET SOUTH OF THE NORTH DRIVEWAY INTO A
 GW0159'TWO-STORY FARMHOUSE.  A STANDARD DISK, STAMPED E 107 1935 AND SET
 GW0159'IN THE TOP OF A CONCRETE POST.
 GW0159
 GW0159                          STATION RECOVERY (1983)
 GW0159
 GW0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0159'RECOVERED IN GOOD CONDITION.
 GW0159
 GW0159                          STATION RECOVERY (1998)
 GW0159
 GW0159'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0159'MARK NOT FOUND.
 GW0159
 GW0159                          STATION RECOVERY (2003)
 GW0159
 GW0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0558 ***********************************************************************
 GY0558  DESIGNATION -  E 108
 GY0558  PID         -  GY0558
 GY0558  STATE/COUNTY-  VA/DICKENSON
 GY0558  USGS QUAD   -  ELKHORN CITY (1978)
 GY0558
 GY0558                         *CURRENT SURVEY CONTROL
 GY0558  ___________________________________________________________________
 GY0558* NAD 83(1986)-  37 17 06.     (N)    082 18 39.     (W)     SCALED    
 GY0558* NAVD 88     -       314.890  (meters)    1033.10   (feet)  ADJUSTED  
 GY0558  ___________________________________________________________________
 GY0558  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY0558  DYNAMIC HT  -         314.631 (meters)    1032.25  (feet)  COMP
 GY0558  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 GY0558
 GY0558  VERT ORDER  -  SECOND    CLASS 0
 GY0558
 GY0558.The horizontal coordinates were scaled from a topographic map and have
 GY0558.an estimated accuracy of +/- 6 seconds.
 GY0558
 GY0558.The orthometric height was determined by differential leveling
 GY0558.and adjusted by the National Geodetic Survey in June 1991..
 GY0558.WARNING-Repeat measurements at this control monument indicate possible
 GY0558.vertical movement.
 GY0558
 GY0558.The geoid height was determined by GEOID03.
 GY0558
 GY0558.The dynamic height is computed by dividing the NAVD 88
 GY0558.geopotential number by the normal gravity value computed on the
 GY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0558.degrees latitude (g = 980.6199 gals.).
 GY0558
 GY0558.The modeled gravity was interpolated from observed gravity values.
 GY0558
 GY0558;                    North         East    Units  Estimated Accuracy
 GY0558;SPC VA S     - 1,112,430.    3,162,170.      MT  (+/- 180 meters Scaled)
 GY0558
 GY0558                          SUPERSEDED SURVEY CONTROL
 GY0558
 GY0558  NGVD 29 (??/??/92)  315.081  (m)         1033.73   (f) ADJ UNCH    2 0
 GY0558
 GY0558.Superseded values are not recommended for survey control.
 GY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0558.See file dsdata.txt to determine how the superseded data were derived.
 GY0558
 GY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB838272(NAD 83)
 GY0558_MARKER: DB = BENCH MARK DISK
 GY0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0558_STAMPING: E 108 1935
 GY0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0558+STABILITY: SURFACE MOTION
 GY0558
 GY0558  HISTORY     - Date     Condition        Report By
 GY0558  HISTORY     - 1935     MONUMENTED       CGS
 GY0558  HISTORY     - 1958     POOR             NGS
 GY0558  HISTORY     - 1966     POOR             NGS
 GY0558
 GY0558                          STATION DESCRIPTION
 GY0558
 GY0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0558'3.6 MI S FROM ELKHORN CITY.
 GY0558'IN VIRGINIA, ABOUT 3.65 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD
 GY0558'FROM THE STATION AT ELKHORN CITY, PIKE COUNTY, KENTUCKY, 0.4
 GY0558'MILE SOUTH OF THE SOUTH END OF THE STATE LINE TUNNEL, AT MILEPOST
 GY0558'4, 10 FEET WEST OF THE WEST RAIL, 15 FEET NORTH OF THE MILEPOST,
 GY0558'ABOUT IN THE CENTER OF A SMALL FILL, 1 FOOT BELOW THE LEVEL OF
 GY0558'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GY0558'1 INCH.  NOTE-- LEVELING IN 1958 INDICATES THE MARK IS UNSTABLE
 GY0558'AND HAS SETTLED ABOUT 0.4 FOOT.  NOTE-- USE WITH CAUTION
 GY0558
 GY0558                          STATION RECOVERY (1966)
 GY0558
 GY0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GY0558'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0559 ***********************************************************************
 GY0559  DESIGNATION -  E 108 RESET 1963
 GY0559  PID         -  GY0559
 GY0559  STATE/COUNTY-  VA/DICKENSON
 GY0559  USGS QUAD   -  ELKHORN CITY (1978)
 GY0559
 GY0559                         *CURRENT SURVEY CONTROL
 GY0559  ___________________________________________________________________
 GY0559* NAD 83(1986)-  37 17 06.     (N)    082 18 39.     (W)     SCALED    
 GY0559* NAVD 88     -       315.31   (meters)    1034.5    (feet)  RESET     
 GY0559  ___________________________________________________________________
 GY0559  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GY0559
 GY0559  VERT ORDER  -  THIRD
 GY0559
 GY0559.The horizontal coordinates were scaled from a topographic map and have
 GY0559.an estimated accuracy of +/- 6 seconds.
 GY0559
 GY0559.The orthometric height was computed from unverified reset data.
 GY0559.No vertical observational check was made to the station.
 GY0559
 GY0559.The geoid height was determined by GEOID03.
 GY0559
 GY0559;                    North         East    Units  Estimated Accuracy
 GY0559;SPC VA S     - 1,112,430.    3,162,170.      MT  (+/- 180 meters Scaled)
 GY0559
 GY0559                          SUPERSEDED SURVEY CONTROL
 GY0559
 GY0559  NGVD 29 (??/??/??)  315.50   (m)         1035.1    (f) RESET       3  
 GY0559
 GY0559.Superseded values are not recommended for survey control.
 GY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0559.See file dsdata.txt to determine how the superseded data were derived.
 GY0559
 GY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB838272(NAD 83)
 GY0559_MARKER: DD = SURVEY DISK
 GY0559_SETTING: 66 = SET IN ROCK OUTCROP
 GY0559_SP_SET: ROCK BLUFF
 GY0559_STAMPING: E 108 RESET 1963
 GY0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0559+STABILITY: POSITION/ELEVATION WELL
 GY0559
 GY0559  HISTORY     - Date     Condition        Report By
 GY0559  HISTORY     - 1963     MONUMENTED       LOCENG
 GY0559  HISTORY     - 1964     GOOD             NGS
 GY0559
 GY0559                          STATION DESCRIPTION
 GY0559
 GY0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GY0559'3.6 MI S FROM ELKHORN CITY.
 GY0559'IN VIRGINIA ABOUT 3.65 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD
 GY0559'FROM THE STATION AT ELKHORN CITY, PIKE COUNTY, KENTUCKY, 0.4
 GY0559'MILES SOUTH OF THE SOUTH END OF THE STATE LINE TUNNEL, AT MILE
 GY0559'POST 4, 31.3 FEET WEST OF THE WEST RAIL, 128 FEET NORTH OF THE
 GY0559'MILE POST NEAR THE NORTH END OF A SMALL FILL, AND SET IN A ROCK
 GY0559'BLUFF.  NOTE-- USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2545 ***********************************************************************
 GV2545  DESIGNATION -  E 110
 GV2545  PID         -  GV2545
 GV2545  STATE/COUNTY-  VA/GOOCHLAND
 GV2545  USGS QUAD   -  PERKINSVILLE (1987)
 GV2545
 GV2545                         *CURRENT SURVEY CONTROL
 GV2545  ___________________________________________________________________
 GV2545* NAD 83(1986)-  37 43 55.     (N)    077 50 15.     (W)     SCALED    
 GV2545* NAVD 88     -        96.043  (meters)     315.10   (feet)  ADJUSTED  
 GV2545  ___________________________________________________________________
 GV2545  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GV2545  DYNAMIC HT  -          95.980 (meters)     314.89  (feet)  COMP
 GV2545  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 GV2545
 GV2545  VERT ORDER  -  SECOND    CLASS 0
 GV2545
 GV2545.The horizontal coordinates were scaled from a topographic map and have
 GV2545.an estimated accuracy of +/- 6 seconds.
 GV2545
 GV2545.The orthometric height was determined by differential leveling
 GV2545.and adjusted by the National Geodetic Survey in June 1991..
 GV2545
 GV2545.The geoid height was determined by GEOID03.
 GV2545
 GV2545.The dynamic height is computed by dividing the NAVD 88
 GV2545.geopotential number by the normal gravity value computed on the
 GV2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2545.degrees latitude (g = 980.6199 gals.).
 GV2545
 GV2545.The modeled gravity was interpolated from observed gravity values.
 GV2545
 GV2545;                    North         East    Units  Estimated Accuracy
 GV2545;SPC VA S     - 1,155,420.    3,558,400.      MT  (+/- 180 meters Scaled)
 GV2545
 GV2545                          SUPERSEDED SURVEY CONTROL
 GV2545
 GV2545  NGVD 29 (??/??/??)   96.325  (m)          316.03   (f) ADJUSTED    2 0
 GV2545
 GV2545.Superseded values are not recommended for survey control.
 GV2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2545.See file dsdata.txt to determine how the superseded data were derived.
 GV2545
 GV2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG499798(NAD 83)
 GV2545_MARKER: DB = BENCH MARK DISK
 GV2545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2545_SP_SET: CULVERT COPING
 GV2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2545
 GV2545  HISTORY     - Date     Condition        Report By
 GV2545  HISTORY     - 1935     MONUMENTED       CGS
 GV2545  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV2545  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2545  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 GV2545  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 GV2545
 GV2545                          STATION DESCRIPTION
 GV2545
 GV2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2545'3.8 MI NW FROM OILVILLE.
 GV2545'3.8 MILES NORTHWEST OF JUNCTION OF STATE HIGHWAYS 5 AND ROAD 159
 GV2545'AT OILVILLE, 300 FEET SOUTH OF CENTER OF CROSSING OF HIGHWAY 5
 GV2545'AND ROAD 609 IN COPING AT WEST END OF CULVERT, 18 FEET WEST OF
 GV2545'CENTERLINE OF HIGHWAY 5.
 GV2545
 GV2545                          STATION RECOVERY (1990)
 GV2545
 GV2545'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV2545'MARK NOT FOUND.
 GV2545
 GV2545                          STATION RECOVERY (1998)
 GV2545
 GV2545'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2545'MARK NOT FOUND.
 GV2545
 GV2545                          STATION RECOVERY (2003)
 GV2545
 GV2545'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0091 ***********************************************************************
 GW0091  DESIGNATION -  E 111
 GW0091  PID         -  GW0091
 GW0091  STATE/COUNTY-  VA/GOOCHLAND
 GW0091  USGS QUAD   -  CALEDONIA (1987)
 GW0091
 GW0091                         *CURRENT SURVEY CONTROL
 GW0091  ___________________________________________________________________
 GW0091* NAD 83(1986)-  37 49 34.     (N)    078 06 44.     (W)     SCALED    
 GW0091* NAVD 88     -       138.306  (meters)     453.76   (feet)  ADJUSTED  
 GW0091  ___________________________________________________________________
 GW0091  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GW0091  DYNAMIC HT  -         138.212 (meters)     453.45  (feet)  COMP
 GW0091  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 GW0091
 GW0091  VERT ORDER  -  SECOND    CLASS 0
 GW0091
 GW0091.The horizontal coordinates were scaled from a topographic map and have
 GW0091.an estimated accuracy of +/- 6 seconds.
 GW0091
 GW0091.The orthometric height was determined by differential leveling
 GW0091.and adjusted by the National Geodetic Survey in June 1991..
 GW0091
 GW0091.The geoid height was determined by GEOID03.
 GW0091
 GW0091.The dynamic height is computed by dividing the NAVD 88
 GW0091.geopotential number by the normal gravity value computed on the
 GW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0091.degrees latitude (g = 980.6199 gals.).
 GW0091
 GW0091.The modeled gravity was interpolated from observed gravity values.
 GW0091
 GW0091;                    North         East    Units  Estimated Accuracy
 GW0091;SPC VA S     - 1,165,740.    3,534,140.      MT  (+/- 180 meters Scaled)
 GW0091
 GW0091                          SUPERSEDED SURVEY CONTROL
 GW0091
 GW0091  NGVD 29 (??/??/92)  138.573  (m)          454.63   (f) ADJ UNCH    2 0
 GW0091
 GW0091.Superseded values are not recommended for survey control.
 GW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0091.See file dsdata.txt to determine how the superseded data were derived.
 GW0091
 GW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB541904(NAD 83)
 GW0091_MARKER: DB = BENCH MARK DISK
 GW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0091_STAMPING: E 111 1935
 GW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0091+STABILITY: SURFACE MOTION
 GW0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0091+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW0091
 GW0091  HISTORY     - Date     Condition        Report By
 GW0091  HISTORY     - 1935     MONUMENTED       CGS
 GW0091  HISTORY     - 1962     GOOD             NGS
 GW0091  HISTORY     - 19980225 GOOD             USPSQD
 GW0091  HISTORY     - 20021008 GOOD             USPSQD
 GW0091  HISTORY     - 20060311 GOOD             USPSQD
 GW0091
 GW0091                          STATION DESCRIPTION
 GW0091
 GW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0091'7 MI NE FROM SHEPHERDS STORE.
 GW0091'IN GOOCHLAND COUNTY, 0.8 MILE NORTH ALONG STATE HIGHWAY 16 FROM
 GW0091'THE JUNCTION OF SECONDARY STATE HIGHWAY 608 AT SHEPHERDS STORE,
 GW0091'FLUVANNA COUNTY, THENCE 4.1 MILES NORTHEAST ALONG SECONDARY STATE
 GW0091'HIGHWAY 604, AND THENCE 2.1 MILES SOUTHEAST ALONG SECONDARY STATE
 GW0091'HIGHWAY 610, AT THE EAST EDGE OF A SMALL VILLAGE, AT THE SOUTHWEST
 GW0091'CORNER OF A WOODED AREA, 45 FEET NORTHEAST OF A LARGE BLACK OAK
 GW0091'TREE OPPOSITE A SMALL WHITE HOUSE TRIMMED IN RED, 22 FEET NORTH
 GW0091'OF THE CENTERLINE OF THE ROAD, AND 5 FEET SOUTHEAST OF A LARGE
 GW0091'OAK TREE.  A STANDARD DISK, STAMPED E 111 1935 AND SET IN THE
 GW0091'TOP OF A CONCRETE POST.
 GW0091
 GW0091                          STATION RECOVERY (1962)
 GW0091
 GW0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 GW0091'RECOVERED IN GOOD CONDITION.
 GW0091
 GW0091                          STATION RECOVERY (1998)
 GW0091
 GW0091'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0091'RECOVERED IN GOOD CONDITION.
 GW0091
 GW0091                          STATION RECOVERY (2002)
 GW0091
 GW0091'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GW0091' 
 GW0091' 
 GW0091' 
 GW0091
 GW0091                          STATION RECOVERY (2006)
 GW0091
 GW0091'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW0091'NEW LAT 37 49 33.42 AND LON 078 06 46.38 GPS ACCURACY OF 16.9. MARK IS
 GW0091'LOCATED 99FT SOUTHEAST OF A DRIVEWAY AT 6366 COMMUNITY HOUSE ROAD RT
 GW0091'610 AND 18 FEET NORTH-EAST OF CENTERLINE OF RT 610
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2502 ***********************************************************************
 GV2502  DESIGNATION -  E 112
 GV2502  PID         -  GV2502
 GV2502  STATE/COUNTY-  VA/LOUISA
 GV2502  USGS QUAD   -  PENDLETON (1987)
 GV2502
 GV2502                         *CURRENT SURVEY CONTROL
 GV2502  ___________________________________________________________________
 GV2502* NAD 83(1986)-  37 57 36.     (N)    077 55 46.     (W)     SCALED    
 GV2502* NAVD 88     -       133.463  (meters)     437.87   (feet)  ADJUSTED  
 GV2502  ___________________________________________________________________
 GV2502  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 GV2502  DYNAMIC HT  -         133.375 (meters)     437.58  (feet)  COMP
 GV2502  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 GV2502
 GV2502  VERT ORDER  -  SECOND    CLASS 0
 GV2502
 GV2502.The horizontal coordinates were scaled from a topographic map and have
 GV2502.an estimated accuracy of +/- 6 seconds.
 GV2502
 GV2502.The orthometric height was determined by differential leveling
 GV2502.and adjusted by the National Geodetic Survey in June 1991..
 GV2502
 GV2502.The geoid height was determined by GEOID03.
 GV2502
 GV2502.The dynamic height is computed by dividing the NAVD 88
 GV2502.geopotential number by the normal gravity value computed on the
 GV2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2502.degrees latitude (g = 980.6199 gals.).
 GV2502
 GV2502.The modeled gravity was interpolated from observed gravity values.
 GV2502
 GV2502;                    North         East    Units  Estimated Accuracy
 GV2502;SPC VA S     - 1,180,680.    3,550,140.      MT  (+/- 180 meters Scaled)
 GV2502
 GV2502                          SUPERSEDED SURVEY CONTROL
 GV2502
 GV2502  NGVD 29 (??/??/??)  133.702  (m)          438.65   (f) ADJUSTED    2 0
 GV2502
 GV2502.Superseded values are not recommended for survey control.
 GV2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2502.See file dsdata.txt to determine how the superseded data were derived.
 GV2502
 GV2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH426054(NAD 83)
 GV2502_MARKER: DB = BENCH MARK DISK
 GV2502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2502_SP_SET: CULVERT
 GV2502_STAMPING: E 112 1935
 GV2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2502
 GV2502  HISTORY     - Date     Condition        Report By
 GV2502  HISTORY     - 1935     MONUMENTED       CGS
 GV2502  HISTORY     - 1962     GOOD             CGS
 GV2502  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2502  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 GV2502
 GV2502                          STATION DESCRIPTION
 GV2502
 GV2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2502'3.5 MI SW FROM PENDLETON.
 GV2502'3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 33 AND SECONDARY STATE
 GV2502'HIGHWAY 605 FROM THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY
 GV2502'AT PENDLETON, LOUISA COUNTY, ABOUT 1/2 MILE NORTHEAST OF GOODWINS
 GV2502'STORE, ABOUT 1 MILE SOUTHWEST OF THE INTERSECTION OF SECONDARY
 GV2502'STATE HIGHWAY 642, ABOUT 200 FEET NORTHEAST OF A HOUSE, AT THE
 GV2502'JUNCTION OF A ROAD LEADING WEST, IN THE TOP OF A CULVERT HEADWALL,
 GV2502'AND 5 FEET FROM THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 GV2502'E 112 1935.
 GV2502
 GV2502                          STATION RECOVERY (1962)
 GV2502
 GV2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GV2502'NOTE-THE CULVERT IS LEANING.
 GV2502
 GV2502                          STATION RECOVERY (1998)
 GV2502
 GV2502'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2502'MARK NOT FOUND.
 GV2502
 GV2502                          STATION RECOVERY (2002)
 GV2502
 GV2502'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2502' 
 GV2502' 
 GV2502' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3353 ***********************************************************************
 HV3353  DESIGNATION -  E 113
 HV3353  PID         -  HV3353
 HV3353  STATE/COUNTY-  VA/ORANGE
 HV3353  USGS QUAD   -  LAHORE (1981)
 HV3353
 HV3353                         *CURRENT SURVEY CONTROL
 HV3353  ___________________________________________________________________
 HV3353* NAD 83(1986)-  38 10 58.     (N)    077 54 55.     (W)     SCALED    
 HV3353* NAVD 88     -       108.674  (meters)     356.54   (feet)  ADJUSTED  
 HV3353  ___________________________________________________________________
 HV3353  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3353  DYNAMIC HT  -         108.605 (meters)     356.31  (feet)  COMP
 HV3353  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HV3353
 HV3353  VERT ORDER  -  SECOND    CLASS 0
 HV3353
 HV3353.The horizontal coordinates were scaled from a topographic map and have
 HV3353.an estimated accuracy of +/- 6 seconds.
 HV3353
 HV3353.The orthometric height was determined by differential leveling
 HV3353.and adjusted by the National Geodetic Survey in June 1991..
 HV3353
 HV3353.The geoid height was determined by GEOID03.
 HV3353
 HV3353.The dynamic height is computed by dividing the NAVD 88
 HV3353.geopotential number by the normal gravity value computed on the
 HV3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3353.degrees latitude (g = 980.6199 gals.).
 HV3353
 HV3353.The modeled gravity was interpolated from observed gravity values.
 HV3353
 HV3353;                    North         East    Units  Estimated Accuracy
 HV3353;SPC VA N     - 2,057,450.    3,551,230.      MT  (+/- 180 meters Scaled)
 HV3353
 HV3353                          SUPERSEDED SURVEY CONTROL
 HV3353
 HV3353  NGVD 29 (??/??/??)  108.931  (m)          357.38   (f) ADJUSTED    2 0
 HV3353
 HV3353.Superseded values are not recommended for survey control.
 HV3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3353.See file dsdata.txt to determine how the superseded data were derived.
 HV3353
 HV3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH446301(NAD 83)
 HV3353_MARKER: DB = BENCH MARK DISK
 HV3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3353_STAMPING: E-113 1935
 HV3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3353+STABILITY: SURFACE MOTION
 HV3353
 HV3353  HISTORY     - Date     Condition        Report By
 HV3353  HISTORY     - 1935     MONUMENTED       CGS
 HV3353  HISTORY     - 1966     MARK NOT FOUND   USGS
 HV3353  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 HV3353  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 HV3353
 HV3353                          STATION DESCRIPTION
 HV3353
 HV3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3353'3.4 MI NW FROM BELMONT.
 HV3353'IN ORANGE COUNTY, ABOUT 3.4 MILES NORTHWEST ALONG COUNTY ROAD 652
 HV3353'FROM A STORE AT BELMONT, SPOTSYLVANIA COUNTY, AT A ROAD JUNCTION,
 HV3353'45 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 651, 45 FEET
 HV3353'SOUTH OF THE CENTER LINE OF COUNTY ROAD 653, AND NEAR A WHEEL
 HV3353'BEARING 8 MAIL BOXES.  A STANDARD DISK, STAMPED E 113 1935 AND
 HV3353'SET IN THE TOP OF A CONCRETE POST.
 HV3353
 HV3353                          STATION RECOVERY (1966)
 HV3353
 HV3353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HV3353'MARK NOT FOUND.
 HV3353
 HV3353                          STATION RECOVERY (1998)
 HV3353
 HV3353'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3353'MARK NOT FOUND.
 HV3353
 HV3353                          STATION RECOVERY (2003)
 HV3353
 HV3353'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3358 ***********************************************************************
 HV3358  DESIGNATION -  E 114
 HV3358  PID         -  HV3358
 HV3358  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3358  USGS QUAD   -  BELMONT (1983)
 HV3358
 HV3358                         *CURRENT SURVEY CONTROL
 HV3358  ___________________________________________________________________
 HV3358* NAD 83(1986)-  38 09 29.     (N)    077 49 25.     (W)     SCALED    
 HV3358* NAVD 88     -       125.126  (meters)     410.52   (feet)  ADJUSTED  
 HV3358  ___________________________________________________________________
 HV3358  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV3358  DYNAMIC HT  -         125.044 (meters)     410.25  (feet)  COMP
 HV3358  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 HV3358
 HV3358  VERT ORDER  -  SECOND    CLASS 0
 HV3358
 HV3358.The horizontal coordinates were scaled from a topographic map and have
 HV3358.an estimated accuracy of +/- 6 seconds.
 HV3358
 HV3358.The orthometric height was determined by differential leveling
 HV3358.and adjusted by the National Geodetic Survey in June 1991..
 HV3358
 HV3358.Photographs are available for this station.
 HV3358
 HV3358.The geoid height was determined by GEOID03.
 HV3358
 HV3358.The dynamic height is computed by dividing the NAVD 88
 HV3358.geopotential number by the normal gravity value computed on the
 HV3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3358.degrees latitude (g = 980.6199 gals.).
 HV3358
 HV3358.The modeled gravity was interpolated from observed gravity values.
 HV3358
 HV3358;                    North         East    Units  Estimated Accuracy
 HV3358;SPC VA N     - 2,054,760.    3,559,280.      MT  (+/- 180 meters Scaled)
 HV3358
 HV3358                          SUPERSEDED SURVEY CONTROL
 HV3358
 HV3358  NGVD 29 (??/??/??)  125.378  (m)          411.34   (f) ADJUSTED    2 0
 HV3358
 HV3358.Superseded values are not recommended for survey control.
 HV3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3358.See file dsdata.txt to determine how the superseded data were derived.
 HV3358
 HV3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH526271(NAD 83)
 HV3358_MARKER: DB = BENCH MARK DISK
 HV3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3358_STAMPING: E 114 1935
 HV3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3358+STABILITY: SURFACE MOTION
 HV3358
 HV3358  HISTORY     - Date     Condition        Report By
 HV3358  HISTORY     - 1935     MONUMENTED       CGS
 HV3358  HISTORY     - 1962     GOOD             CGS
 HV3358  HISTORY     - 19950219 GOOD             USPSQD
 HV3358  HISTORY     - 19981125 GOOD             USPSQD
 HV3358  HISTORY     - 20010222 POOR             GEOMET
 HV3358
 HV3358                          STATION DESCRIPTION
 HV3358
 HV3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3358'AT BELLS CROSS ROADS.
 HV3358'AT BELLE CROSS ROADS, LOUISA COUNTY, AT A ROAD CROSSING, ABOUT
 HV3358'100 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 601, AND 45
 HV3358'FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 612.  A STANDARD DISK,
 HV3358'STAMPED E 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV3358'NOTE-- 100 FEET EAST OF COUNTY ROAD 601 AND 25 FEET SOUTH OF
 HV3358'COUNTY ROAD 612.  A STEEL WITNESS POST WAS SET 1 FOOT SOUTHEAST
 HV3358'OF MARK.
 HV3358
 HV3358                          STATION RECOVERY (1995)
 HV3358
 HV3358'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3358'RECOVERED IN GOOD CONDITION.
 HV3358
 HV3358                          STATION RECOVERY (1998)
 HV3358
 HV3358'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3358'RECOVERED IN GOOD CONDITION.
 HV3358
 HV3358                          STATION RECOVERY (2001)
 HV3358
 HV3358'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (CG)
 HV3358'NOT GOOD FOR GPS, UNDER TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2579 ***********************************************************************
 HV2579  DESIGNATION -  E 115
 HV2579  PID         -  HV2579
 HV2579  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2579  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2579
 HV2579                         *CURRENT SURVEY CONTROL
 HV2579  ___________________________________________________________________
 HV2579* NAD 83(1986)-  38 40 34.     (N)    077 23 21.     (W)     SCALED    
 HV2579* NAVD 88     -       106.862  (meters)     350.60   (feet)  ADJUSTED  
 HV2579  ___________________________________________________________________
 HV2579  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HV2579  DYNAMIC HT  -         106.800 (meters)     350.39  (feet)  COMP
 HV2579  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 HV2579
 HV2579  VERT ORDER  -  SECOND    CLASS 0
 HV2579
 HV2579.The horizontal coordinates were scaled from a topographic map and have
 HV2579.an estimated accuracy of +/- 6 seconds.
 HV2579
 HV2579.The orthometric height was determined by differential leveling
 HV2579.and adjusted by the National Geodetic Survey in June 1991..
 HV2579
 HV2579.The geoid height was determined by GEOID03.
 HV2579
 HV2579.The dynamic height is computed by dividing the NAVD 88
 HV2579.geopotential number by the normal gravity value computed on the
 HV2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2579.degrees latitude (g = 980.6199 gals.).
 HV2579
 HV2579.The modeled gravity was interpolated from observed gravity values.
 HV2579
 HV2579;                    North         East    Units  Estimated Accuracy
 HV2579;SPC VA N     - 2,112,630.    3,596,660.      MT  (+/- 180 meters Scaled)
 HV2579
 HV2579                          SUPERSEDED SURVEY CONTROL
 HV2579
 HV2579  NGVD 29 (??/??/??)  107.107  (m)          351.40   (f) ADJUSTED    2 0
 HV2579
 HV2579.Superseded values are not recommended for survey control.
 HV2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2579.See file dsdata.txt to determine how the superseded data were derived.
 HV2579
 HV2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921835(NAD 83)
 HV2579_MARKER: DB = BENCH MARK DISK
 HV2579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2579_SP_SET: CULVERT
 HV2579_STAMPING: E 115 1935
 HV2579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2579
 HV2579  HISTORY     - Date     Condition        Report By
 HV2579  HISTORY     - 1935     MONUMENTED       CGS
 HV2579
 HV2579                          STATION DESCRIPTION
 HV2579
 HV2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2579'1.9 MI SW FROM HOADLY.
 HV2579'1.9 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 642 FROM
 HV2579'HOADLY, PRINCE WILLAIM COUNTY, 0.5 MILE EAST OF THE JUNCTION OF
 HV2579'A ROAD LEADING SOUTH, AT A CULVERT, IN THE TOP OF THE EAST END
 HV2579'OF THE NORTH HEAD WALL, AND 16 FEET NORTH OF THE CENTER LINE OF
 HV2579'THE HIGHWAY.  A STANDARD DISK, STAMPED E 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2626 ***********************************************************************
 HV2626  DESIGNATION -  E 116 RESET 1939
 HV2626  PID         -  HV2626
 HV2626  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2626  USGS QUAD   -  QUANTICO (1994)
 HV2626
 HV2626                         *CURRENT SURVEY CONTROL
 HV2626  ___________________________________________________________________
 HV2626* NAD 83(1986)-  38 36 40.     (N)    077 22 03.     (W)     SCALED    
 HV2626* NAVD 88     -        87.43   (meters)     286.8    (feet)  RESET     
 HV2626  ___________________________________________________________________
 HV2626  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2626
 HV2626  VERT ORDER  -  THIRD
 HV2626
 HV2626.The horizontal coordinates were scaled from a topographic map and have
 HV2626.an estimated accuracy of +/- 6 seconds.
 HV2626
 HV2626.The orthometric height was computed from unverified reset data.
 HV2626.No vertical observational check was made to the station.
 HV2626
 HV2626.The geoid height was determined by GEOID03.
 HV2626
 HV2626;                    North         East    Units  Estimated Accuracy
 HV2626;SPC VA N     - 2,105,440.    3,598,630.      MT  (+/- 180 meters Scaled)
 HV2626
 HV2626                          SUPERSEDED SURVEY CONTROL
 HV2626
 HV2626  NGVD 29 (??/??/??)   87.67   (m)          287.6    (f) RESET       3  
 HV2626
 HV2626.Superseded values are not recommended for survey control.
 HV2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2626.See file dsdata.txt to determine how the superseded data were derived.
 HV2626
 HV2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH938762(NAD 83)
 HV2626_MARKER: DB = BENCH MARK DISK
 HV2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2626_STAMPING: E 116 RESET 1939
 HV2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2626+STABILITY: SURFACE MOTION
 HV2626
 HV2626  HISTORY     - Date     Condition        Report By
 HV2626  HISTORY     - 1939     MONUMENTED       VADH
 HV2626
 HV2626                          STATION DESCRIPTION
 HV2626
 HV2626'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1939
 HV2626'4.5 MI SE FROM INDEPENDENT HILL.
 HV2626'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 234 FROM INDEPENDENT HILL ,
 HV2626'PRINCE WILLIAM COUNTY, 100 FEET WEST OF A WYE IN THE HIGHWAY, 25
 HV2626'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 HV2626'OF THE NORTH PROPERTY-LINE.  A STANDARD DISK, STAMPED E 116 RESET
 HV2626'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3296 ***********************************************************************
 HV3296  DESIGNATION -  E 118
 HV3296  PID         -  HV3296
 HV3296  STATE/COUNTY-  VA/STAFFORD
 HV3296  USGS QUAD   -  STORCK (1984)
 HV3296
 HV3296                         *CURRENT SURVEY CONTROL
 HV3296  ___________________________________________________________________
 HV3296* NAD 83(1986)-  38 26 55.     (N)    077 35 21.     (W)     SCALED    
 HV3296* NAVD 88     -       108.308  (meters)     355.34   (feet)  ADJUSTED  
 HV3296  ___________________________________________________________________
 HV3296  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HV3296  DYNAMIC HT  -         108.243 (meters)     355.13  (feet)  COMP
 HV3296  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 HV3296
 HV3296  VERT ORDER  -  SECOND    CLASS 0
 HV3296
 HV3296.The horizontal coordinates were scaled from a topographic map and have
 HV3296.an estimated accuracy of +/- 6 seconds.
 HV3296
 HV3296.The orthometric height was determined by differential leveling
 HV3296.and adjusted by the National Geodetic Survey in June 1991..
 HV3296
 HV3296.The geoid height was determined by GEOID03.
 HV3296
 HV3296.The dynamic height is computed by dividing the NAVD 88
 HV3296.geopotential number by the normal gravity value computed on the
 HV3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3296.degrees latitude (g = 980.6199 gals.).
 HV3296
 HV3296.The modeled gravity was interpolated from observed gravity values.
 HV3296
 HV3296;                    North         East    Units  Estimated Accuracy
 HV3296;SPC VA N     - 2,087,190.    3,579,510.      MT  (+/- 180 meters Scaled)
 HV3296
 HV3296                          SUPERSEDED SURVEY CONTROL
 HV3296
 HV3296  NGVD 29 (??/??/??)  108.558  (m)          356.16   (f) ADJUSTED    2 0
 HV3296
 HV3296.Superseded values are not recommended for survey control.
 HV3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3296.See file dsdata.txt to determine how the superseded data were derived.
 HV3296
 HV3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH740587(NAD 83)
 HV3296_MARKER: DB = BENCH MARK DISK
 HV3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3296_STAMPING: E 118 1935
 HV3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3296+STABILITY: SURFACE MOTION
 HV3296
 HV3296  HISTORY     - Date     Condition        Report By
 HV3296  HISTORY     - 1935     MONUMENTED       CGS
 HV3296  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3296  HISTORY     - 20040308 MARK NOT FOUND   GEOMET
 HV3296
 HV3296                          STATION DESCRIPTION
 HV3296
 HV3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3296'4.1 MI NW FROM HEMP.
 HV3296'4.1 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 612 FROM HEMP,
 HV3296'STAFFORD COUNTY, ON THE OUTSIDE OF A CURVE, 300 FEET SOUTHEAST
 HV3296'OF A HOUSE, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HV3296'AND 1 FOOT WEST OF THE EAST PROPERTY-LINE.  A STANDARD DISK,
 HV3296'STAMPED E 118 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV3296
 HV3296                          STATION RECOVERY (2004)
 HV3296
 HV3296'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV3296'INSUFFICIENT DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3306 ***********************************************************************
 HV3306  DESIGNATION -  E 119
 HV3306  PID         -  HV3306
 HV3306  STATE/COUNTY-  VA/STAFFORD
 HV3306  USGS QUAD   -  STORCK (1984)
 HV3306
 HV3306                         *CURRENT SURVEY CONTROL
 HV3306  ___________________________________________________________________
 HV3306* NAD 83(1986)-  38 28 11.     (N)    077 36 59.     (W)     SCALED    
 HV3306* NAVD 88     -       117.504  (meters)     385.51   (feet)  ADJUSTED  
 HV3306  ___________________________________________________________________
 HV3306  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3306  DYNAMIC HT  -         117.433 (meters)     385.28  (feet)  COMP
 HV3306  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 HV3306
 HV3306  VERT ORDER  -  SECOND    CLASS 0
 HV3306
 HV3306.The horizontal coordinates were scaled from a topographic map and have
 HV3306.an estimated accuracy of +/- 6 seconds.
 HV3306
 HV3306.The orthometric height was determined by differential leveling
 HV3306.and adjusted by the National Geodetic Survey in June 1991..
 HV3306
 HV3306.The geoid height was determined by GEOID03.
 HV3306
 HV3306.The dynamic height is computed by dividing the NAVD 88
 HV3306.geopotential number by the normal gravity value computed on the
 HV3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3306.degrees latitude (g = 980.6199 gals.).
 HV3306
 HV3306.The modeled gravity was interpolated from observed gravity values.
 HV3306
 HV3306;                    North         East    Units  Estimated Accuracy
 HV3306;SPC VA N     - 2,089,510.    3,577,110.      MT  (+/- 180 meters Scaled)
 HV3306
 HV3306                          SUPERSEDED SURVEY CONTROL
 HV3306
 HV3306  NGVD 29 (??/??/??)  117.750  (m)          386.32   (f) ADJUSTED    2 0
 HV3306
 HV3306.Superseded values are not recommended for survey control.
 HV3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3306.See file dsdata.txt to determine how the superseded data were derived.
 HV3306
 HV3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH717611(NAD 83)
 HV3306_MARKER: DB = BENCH MARK DISK
 HV3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3306_STAMPING: E 119 1935
 HV3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3306+STABILITY: SURFACE MOTION
 HV3306
 HV3306  HISTORY     - Date     Condition        Report By
 HV3306  HISTORY     - 1935     MONUMENTED       CGS
 HV3306  HISTORY     - 1961     GOOD             CGS
 HV3306  HISTORY     - 19960413 GOOD             USPSQD
 HV3306
 HV3306                          STATION DESCRIPTION
 HV3306
 HV3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3306'3.2 MI NE FROM GOLDVEIN.
 HV3306'IN STAFFORD COUNTY, 3.2 MILES NORTHEAST ALONG SECONDARY STATE
 HV3306'HIGHWAY 615 FROM GOLDVIEW, FAUQUIER COUNTY, 100 FEET NORTH
 HV3306'OF A CURVE, ON FLAT GROUND, IN TIMBER, AND 30 FEET EAST OF THE
 HV3306'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 119
 HV3306'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS ALSO
 HV3306'0.1 MILE SOUTH OF A ONE STORY GREEN SHINGLE HOUSE, AND 1.5 FEET
 HV3306'SOUTH OF A C. AND G.S. WITNESS SIGN.
 HV3306
 HV3306                          STATION RECOVERY (1996)
 HV3306
 HV3306'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1634 ***********************************************************************
 HV1634  DESIGNATION -  E 12
 HV1634  PID         -  HV1634
 HV1634  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1634  USGS QUAD   -  ALEXANDRIA (1994)
 HV1634
 HV1634                         *CURRENT SURVEY CONTROL
 HV1634  ___________________________________________________________________
 HV1634* NAD 83(1986)-  38 48 18.     (N)    077 05 16.     (W)     SCALED    
 HV1634* NAVD 88     -        10.054  (meters)      32.99   (feet)  ADJUSTED  
 HV1634  ___________________________________________________________________
 HV1634  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV1634  DYNAMIC HT  -          10.049 (meters)      32.97  (feet)  COMP
 HV1634  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 HV1634
 HV1634  VERT ORDER  -  FIRST     CLASS I
 HV1634
 HV1634.The horizontal coordinates were scaled from a topographic map and have
 HV1634.an estimated accuracy of +/- 6 seconds.
 HV1634
 HV1634.The orthometric height was determined by differential leveling
 HV1634.and adjusted by the National Geodetic Survey in June 1991..
 HV1634.WARNING-Repeat measurements at this control monument indicate possible
 HV1634.vertical movement.
 HV1634
 HV1634.The geoid height was determined by GEOID03.
 HV1634
 HV1634.The dynamic height is computed by dividing the NAVD 88
 HV1634.geopotential number by the normal gravity value computed on the
 HV1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1634.degrees latitude (g = 980.6199 gals.).
 HV1634
 HV1634.The modeled gravity was interpolated from observed gravity values.
 HV1634
 HV1634;                    North         East    Units  Estimated Accuracy
 HV1634;SPC VA N     - 2,127,300.    3,622,660.      MT  (+/- 180 meters Scaled)
 HV1634
 HV1634                          SUPERSEDED SURVEY CONTROL
 HV1634
 HV1634  NGVD 29 (??/??/??)   10.294  (m)           33.77   (f) ADJUSTED    1 1
 HV1634
 HV1634.Superseded values are not recommended for survey control.
 HV1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1634.See file dsdata.txt to determine how the superseded data were derived.
 HV1634
 HV1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH187972(NAD 83)
 HV1634_MARKER: DB = BENCH MARK DISK
 HV1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1634+STABILITY: SURFACE MOTION
 HV1634
 HV1634  HISTORY     - Date     Condition        Report By
 HV1634  HISTORY     - 1927     MONUMENTED       CGS
 HV1634  HISTORY     - 1971     GOOD             NGS
 HV1634  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV1634  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1634
 HV1634                          STATION DESCRIPTION
 HV1634
 HV1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1634'AT ALEXANDRIA.
 HV1634'AT ALEXANDRIA, ABOUT 1.35 MILES WEST ALONG THE RICHMOND,
 HV1634'FREDERICKSBURG AND POTOMAC RAILROAD FROM THE STATION, 67 FEET
 HV1634'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF THE MOST SOUTHERLY
 HV1634'TRACK AND SOUTH QUAKER STREET WHICH ENDS ON THE SOUTH SIDE OF
 HV1634'THE TRACKS, 11 FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY
 HV1634'TRACK, 62.4 FEET SOUTHWEST AND ACROSS 3 TRACKS FROM THE SOUTHWEST
 HV1634'CORNER OF A CONCRETE FOUNDATION, 39 FEET EAST OF TELEPHONE POLE
 HV1634'NUMBER A AN49, 11 FEET NORTH-NORTHWEST OF THE BASE OF A GUY
 HV1634'WIRE FOR A POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 HV1634'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 HV1634'OF A CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF THE
 HV1634'GROUND.  NOTE-- THIS MARK IS SET ON THE SOUTH SHOULDER OF THE
 HV1634'RAILROAD AND IS LEADING SLIGHTLY TO THE SOUTH, BUT IT APPEARS TO
 HV1634'BE SOLID.  THE STAMPING ON THE DISK HAS BEEN OBLITERATED.
 HV1634
 HV1634                          STATION RECOVERY (1978)
 HV1634
 HV1634'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1634'MARK NOT FOUND.
 HV1634
 HV1634                          STATION RECOVERY (1996)
 HV1634
 HV1634'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2567 ***********************************************************************
 HV2567  DESIGNATION -  E 120
 HV2567  PID         -  HV2567
 HV2567  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2567  USGS QUAD   -  JOPLIN (1971)
 HV2567
 HV2567                         *CURRENT SURVEY CONTROL
 HV2567  ___________________________________________________________________
 HV2567* NAD 83(1986)-  38 34 52.     (N)    077 27 25.     (W)     SCALED    
 HV2567* NAVD 88     -        84.460  (meters)     277.10   (feet)  ADJUSTED  
 HV2567  ___________________________________________________________________
 HV2567  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV2567  DYNAMIC HT  -          84.410 (meters)     276.94  (feet)  COMP
 HV2567  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 HV2567
 HV2567  VERT ORDER  -  SECOND    CLASS 0
 HV2567
 HV2567.The horizontal coordinates were scaled from a topographic map and have
 HV2567.an estimated accuracy of +/- 6 seconds.
 HV2567
 HV2567.The orthometric height was determined by differential leveling
 HV2567.and adjusted by the National Geodetic Survey in June 1991..
 HV2567
 HV2567.The geoid height was determined by GEOID03.
 HV2567
 HV2567.The dynamic height is computed by dividing the NAVD 88
 HV2567.geopotential number by the normal gravity value computed on the
 HV2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2567.degrees latitude (g = 980.6199 gals.).
 HV2567
 HV2567.The modeled gravity was interpolated from observed gravity values.
 HV2567
 HV2567;                    North         East    Units  Estimated Accuracy
 HV2567;SPC VA N     - 2,102,020.    3,590,880.      MT  (+/- 180 meters Scaled)
 HV2567
 HV2567                          SUPERSEDED SURVEY CONTROL
 HV2567
 HV2567  NGVD 29 (??/??/??)   84.700  (m)          277.89   (f) ADJUSTED    2 0
 HV2567
 HV2567.Superseded values are not recommended for survey control.
 HV2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2567.See file dsdata.txt to determine how the superseded data were derived.
 HV2567
 HV2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH859731(NAD 83)
 HV2567_MARKER: DB = BENCH MARK DISK
 HV2567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2567_SP_SET: OAK TREE
 HV2567_STAMPING: E 120 1935
 HV2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2567
 HV2567  HISTORY     - Date     Condition        Report By
 HV2567  HISTORY     - 1935     MONUMENTED       CGS
 HV2567
 HV2567                          STATION DESCRIPTION
 HV2567
 HV2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2567'0.8 MI S FROM INDEPENDENT HILL.
 HV2567'0.8 MILE SOUTH ALONG SECONDARY STATE HIGHWAY 619 FROM INDEPENDENT
 HV2567'HILL, PRINCE WILLIAM COUNTY, THENCE 4.1 MILES SOUTH ALONG
 HV2567'SECONDARY STATE HIGHWAY 618, 350 FEET NORTH OF THE PRINCE
 HV2567'WILLIAM-STAFFORD COUNTY LINE AND CHOPAWAMSIC CREEK, 34 FEET
 HV2567'WEST OF THE CENTER LINE OF THE HIGHWAY, IN A 20-INCH OAK TREE,
 HV2567'AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 120
 HV2567'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1108 ***********************************************************************
 FZ1108  DESIGNATION -  E 123 A
 FZ1108  PID         -  FZ1108
 FZ1108  STATE/COUNTY-  VA/WASHINGTON
 FZ1108  USGS QUAD   -  ABINGDON (1991)
 FZ1108
 FZ1108                         *CURRENT SURVEY CONTROL
 FZ1108  ___________________________________________________________________
 FZ1108* NAD 83(1986)-  36 43 05.     (N)    081 56 58.     (W)     SCALED    
 FZ1108* NAVD 88     -       638.200  (meters)    2093.83   (feet)  ADJUSTED  
 FZ1108  ___________________________________________________________________
 FZ1108  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FZ1108  DYNAMIC HT  -         637.611 (meters)    2091.90  (feet)  COMP
 FZ1108  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 FZ1108
 FZ1108  VERT ORDER  -  FIRST     CLASS II
 FZ1108
 FZ1108.The horizontal coordinates were scaled from a topographic map and have
 FZ1108.an estimated accuracy of +/- 6 seconds.
 FZ1108
 FZ1108.The orthometric height was determined by differential leveling
 FZ1108.and adjusted by the National Geodetic Survey in June 1991..
 FZ1108
 FZ1108.The geoid height was determined by GEOID03.
 FZ1108
 FZ1108.The dynamic height is computed by dividing the NAVD 88
 FZ1108.geopotential number by the normal gravity value computed on the
 FZ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1108.degrees latitude (g = 980.6199 gals.).
 FZ1108
 FZ1108.The modeled gravity was interpolated from observed gravity values.
 FZ1108
 FZ1108;                    North         East    Units  Estimated Accuracy
 FZ1108;SPC VA S     - 1,048,320.    3,191,900.      MT  (+/- 180 meters Scaled)
 FZ1108
 FZ1108                          SUPERSEDED SURVEY CONTROL
 FZ1108
 FZ1108  NGVD 29 (??/??/92)  638.306  (m)         2094.18   (f) ADJ UNCH    1 2
 FZ1108
 FZ1108.Superseded values are not recommended for survey control.
 FZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1108.See file dsdata.txt to determine how the superseded data were derived.
 FZ1108
 FZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA152640(NAD 83)
 FZ1108_MARKER: DB = BENCH MARK DISK
 FZ1108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FZ1108_STAMPING: E 123 A 1935
 FZ1108_MARK LOGO: CGS   
 FZ1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1108
 FZ1108  HISTORY     - Date     Condition        Report By
 FZ1108  HISTORY     - 1935     MONUMENTED       CGS
 FZ1108  HISTORY     - 1959     GOOD             NGS
 FZ1108  HISTORY     - 1984     GOOD             NGS
 FZ1108
 FZ1108                          STATION DESCRIPTION
 FZ1108
 FZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1108'1.3 MI NE FROM ABINGDON.
 FZ1108'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE
 FZ1108'AT ABINGDON, ABOUT 1.7 MILES NORTHEAST ALONG THE NORFOLK AND
 FZ1108'WESTERN RAILWAY FROM THE STATION AT ABINGDON, 13 FEET SOUTHEAST
 FZ1108'OF THE SOUTHEAST RAIL, SET VERTICALLY IN THE NORTHWEST FACE OF
 FZ1108'CONCRETE PIER OF U.S. HIGHWAY 11 OVERPASS OVER THE N. AND W. RY.,
 FZ1108'1.3 FEET ABOVE THE GROUND, 2.1 FEET NORTHEAST OF THE SOUTHWEST
 FZ1108'END OF CONCRETE FOOTING, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 FZ1108'THE TRACK.
 FZ1108
 FZ1108                          STATION RECOVERY (1984)
 FZ1108
 FZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1108'RECOVERED IN GOOD CONDITION, THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 FZ1108'THAT THE RAILROAD STATION IS NOW THE ABINGDON POLICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1682 ***********************************************************************
 HW1682  DESIGNATION -  E 133
 HW1682  PID         -  HW1682
 HW1682  STATE/COUNTY-  VA/AUGUSTA
 HW1682  USGS QUAD   -  REDDISH KNOB (1984)
 HW1682
 HW1682                         *CURRENT SURVEY CONTROL
 HW1682  ___________________________________________________________________
 HW1682* NAD 83(1986)-  38 22 58.     (N)    079 09 31.     (W)     SCALED    
 HW1682* NAVD 88     -       512.619  (meters)    1681.82   (feet)  ADJUSTED  
 HW1682  ___________________________________________________________________
 HW1682  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HW1682  DYNAMIC HT  -         512.230 (meters)    1680.54  (feet)  COMP
 HW1682  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 HW1682
 HW1682  VERT ORDER  -  SECOND    CLASS 0
 HW1682
 HW1682.The horizontal coordinates were scaled from a topographic map and have
 HW1682.an estimated accuracy of +/- 6 seconds.
 HW1682
 HW1682.The orthometric height was determined by differential leveling
 HW1682.and adjusted by the National Geodetic Survey in June 1991..
 HW1682
 HW1682.The geoid height was determined by GEOID03.
 HW1682
 HW1682.The dynamic height is computed by dividing the NAVD 88
 HW1682.geopotential number by the normal gravity value computed on the
 HW1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1682.degrees latitude (g = 980.6199 gals.).
 HW1682
 HW1682.The modeled gravity was interpolated from observed gravity values.
 HW1682
 HW1682;                    North         East    Units  Estimated Accuracy
 HW1682;SPC VA N     - 2,079,690.    3,442,460.      MT  (+/- 180 meters Scaled)
 HW1682
 HW1682                          SUPERSEDED SURVEY CONTROL
 HW1682
 HW1682  NGVD 29 (??/??/92)  512.731  (m)         1682.18   (f) ADJ UNCH    2 0
 HW1682
 HW1682.Superseded values are not recommended for survey control.
 HW1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1682.See file dsdata.txt to determine how the superseded data were derived.
 HW1682
 HW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC608498(NAD 83)
 HW1682_MARKER: DB = BENCH MARK DISK
 HW1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1682_STAMPING: E 133 1935
 HW1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1682+STABILITY: SURFACE MOTION
 HW1682
 HW1682  HISTORY     - Date     Condition        Report By
 HW1682  HISTORY     - 1935     MONUMENTED       CGS
 HW1682  HISTORY     - 1967     MARK NOT FOUND   NGS
 HW1682
 HW1682                          STATION DESCRIPTION
 HW1682
 HW1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1682'1 MI NW FROM STOKESVILLE.
 HW1682'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1682'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1682'COUNTY, THENCE 1.4 MILES NORTH ALONG A ROAD (FOREST ROAD 101 ?),
 HW1682'300 FEET SOUTH OF A WOODEN BRIDGE OVER LITTLE RIVER, 55 FEET WEST
 HW1682'OF THE RIVERBANK, AT THE JUNCTION OF A DIM ROAD LEADING SOUTHEAST,
 HW1682'45 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, AND 12 FEET
 HW1682'NORTHEAST OF THE DIM ROAD.  A STANDARD DISK, STAMPED E 133 1935
 HW1682'AND SET IN THE TOP OF A CONCRETE POST.
 HW1682
 HW1682                          STATION RECOVERY (1967)
 HW1682
 HW1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HW1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1072 ***********************************************************************
 HW1072  DESIGNATION -  E 135
 HW1072  PID         -  HW1072
 HW1072  STATE/COUNTY-  VA/ROCKINGHAM
 HW1072  USGS QUAD   -  ELKTON EAST (1987)
 HW1072
 HW1072                         *CURRENT SURVEY CONTROL
 HW1072  ___________________________________________________________________
 HW1072* NAD 83(1986)-  38 25 25.     (N)    078 30 49.     (W)     SCALED    
 HW1072* NAVD 88     -       515.33   (+/-2cm)    1690.7    (feet)  VERTCON   
 HW1072  ___________________________________________________________________
 HW1072  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HW1072  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 HW1072
 HW1072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HW1072
 HW1072.The horizontal coordinates were scaled from a topographic map and have
 HW1072.an estimated accuracy of +/- 6 seconds.
 HW1072
 HW1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW1072.The vertical order pertains to the NGVD 29 superseded value.
 HW1072
 HW1072.The geoid height was determined by GEOID03.
 HW1072
 HW1072.The modeled gravity was interpolated from observed gravity values.
 HW1072
 HW1072;                    North         East    Units  Estimated Accuracy
 HW1072;SPC VA N     - 2,084,020.    3,498,810.      MT  (+/- 180 meters Scaled)
 HW1072
 HW1072                          SUPERSEDED SURVEY CONTROL
 HW1072
 HW1072  NGVD 29 (??/??/92)  515.480  (m)         1691.20   (f) ADJ UNCH    2 0
 HW1072
 HW1072.Superseded values are not recommended for survey control.
 HW1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1072.See file dsdata.txt to determine how the superseded data were derived.
 HW1072
 HW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC170557(NAD 83)
 HW1072_MARKER: DB = BENCH MARK DISK
 HW1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1072_STAMPING: E 135 1935
 HW1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1072+STABILITY: SURFACE MOTION
 HW1072
 HW1072  HISTORY     - Date     Condition        Report By
 HW1072  HISTORY     - 1935     MONUMENTED       CGS
 HW1072
 HW1072                          STATION DESCRIPTION
 HW1072
 HW1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1072'AT HENSLEY CHURCH.
 HW1072'AT HENSLEY CHURCH, ROCKINGHAM COUNTY, ON SKYLINE DRIVE, ABOUT
 HW1072'135 FEET SOUTHWEST OF THE CHURCH, ABOUT 262 FEET SOUTHEAST OF
 HW1072'THE PUBLIC SCHOOL, 21 FEET WEST OF THE CENTERLINE OF THE ROAD
 HW1072'LEADING TO SKYLINE DRIVE, AND 8 FEET NORTH OF A 24-INCH OAK
 HW1072'TREE.  A STANDARD DISK, STAMPED E 135 1935 AND SET IN THE TOP OF
 HW1072'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0262 ***********************************************************************
 HW0262  DESIGNATION -  E 138
 HW0262  PID         -  HW0262
 HW0262  STATE/COUNTY-  VA/SHENANDOAH
 HW0262  USGS QUAD   -  RILEYVILLE (1994)
 HW0262
 HW0262                         *CURRENT SURVEY CONTROL
 HW0262  ___________________________________________________________________
 HW0262* NAD 83(1986)-  38 48 44.     (N)    078 27 00.     (W)     SCALED    
 HW0262* NAVD 88     -       271.938  (meters)     892.18   (feet)  ADJUSTED  
 HW0262  ___________________________________________________________________
 HW0262  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HW0262  DYNAMIC HT  -         271.754 (meters)     891.58  (feet)  COMP
 HW0262  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HW0262
 HW0262  VERT ORDER  -  SECOND    CLASS 0
 HW0262
 HW0262.The horizontal coordinates were scaled from a topographic map and have
 HW0262.an estimated accuracy of +/- 6 seconds.
 HW0262
 HW0262.The orthometric height was determined by differential leveling
 HW0262.and adjusted by the National Geodetic Survey in June 1991..
 HW0262
 HW0262.The geoid height was determined by GEOID03.
 HW0262
 HW0262.The dynamic height is computed by dividing the NAVD 88
 HW0262.geopotential number by the normal gravity value computed on the
 HW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0262.degrees latitude (g = 980.6199 gals.).
 HW0262
 HW0262.The modeled gravity was interpolated from observed gravity values.
 HW0262
 HW0262;                    North         East    Units  Estimated Accuracy
 HW0262;SPC VA N     - 2,127,160.    3,504,340.      MT  (+/- 180 meters Scaled)
 HW0262
 HW0262                          SUPERSEDED SURVEY CONTROL
 HW0262
 HW0262  NGVD 29 (??/??/92)  272.110  (m)          892.75   (f) ADJ UNCH    2 0
 HW0262
 HW0262.Superseded values are not recommended for survey control.
 HW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0262.See file dsdata.txt to determine how the superseded data were derived.
 HW0262
 HW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC214990(NAD 83)
 HW0262_MARKER: DB = BENCH MARK DISK
 HW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0262_STAMPING: E 138 1935
 HW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0262+STABILITY: SURFACE MOTION
 HW0262
 HW0262  HISTORY     - Date     Condition        Report By
 HW0262  HISTORY     - 1935     MONUMENTED       CGS
 HW0262
 HW0262                          STATION DESCRIPTION
 HW0262
 HW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0262'3 MI SW FROM DETRICK.
 HW0262'3.0 MILES SOUTHWEST ALONG U.S. FOREST SERVICE ROAD 74 FROM THE
 HW0262'POST OFFICE AT DETRICK, SHENANDOAH COUNTY, 69 FEET NORTHWEST OF
 HW0262'THE NORTHWEST END OF A BRIDGE OVER PASSAGE CREEK, 45 FEET EAST
 HW0262'OF THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF A FENCE CORNER,
 HW0262'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED E 138
 HW0262'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1542 ***********************************************************************
 GW1542  DESIGNATION -  E 14
 GW1542  PID         -  GW1542
 GW1542  STATE/COUNTY-  VA/ALLEGHANY
 GW1542  USGS QUAD   -  COVINGTON (1984)
 GW1542
 GW1542                         *CURRENT SURVEY CONTROL
 GW1542  ___________________________________________________________________
 GW1542* NAD 83(1986)-  37 46 43.     (N)    079 55 54.     (W)     SCALED    
 GW1542* NAVD 88     -       365.294  (meters)    1198.47   (feet)  ADJUSTED  
 GW1542  ___________________________________________________________________
 GW1542  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW1542  DYNAMIC HT  -         365.002 (meters)    1197.51  (feet)  COMP
 GW1542  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 GW1542
 GW1542  VERT ORDER  -  FIRST     CLASS II
 GW1542
 GW1542.The horizontal coordinates were scaled from a topographic map and have
 GW1542.an estimated accuracy of +/- 6 seconds.
 GW1542
 GW1542.The orthometric height was determined by differential leveling
 GW1542.and adjusted by the National Geodetic Survey in June 1991..
 GW1542
 GW1542.The geoid height was determined by GEOID03.
 GW1542
 GW1542.The dynamic height is computed by dividing the NAVD 88
 GW1542.geopotential number by the normal gravity value computed on the
 GW1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1542.degrees latitude (g = 980.6199 gals.).
 GW1542
 GW1542.The modeled gravity was interpolated from observed gravity values.
 GW1542
 GW1542;                    North         East    Units  Estimated Accuracy
 GW1542;SPC VA S     - 1,161,350.    3,373,890.      MT  (+/- 180 meters Scaled)
 GW1542
 GW1542                          SUPERSEDED SURVEY CONTROL
 GW1542
 GW1542  NGVD 29 (??/??/92)  365.478  (m)         1199.07   (f) ADJ UNCH    1 2
 GW1542
 GW1542.Superseded values are not recommended for survey control.
 GW1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1542.See file dsdata.txt to determine how the superseded data were derived.
 GW1542
 GW1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB940817(NAD 83)
 GW1542_MARKER: DB = BENCH MARK DISK
 GW1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1542_STAMPING: 1199.017 E 14 1928
 GW1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1542+STABILITY: SURFACE MOTION
 GW1542
 GW1542  HISTORY     - Date     Condition        Report By
 GW1542  HISTORY     - 1928     MONUMENTED       CGS
 GW1542  HISTORY     - 1961     MARK NOT FOUND   USGS
 GW1542
 GW1542                          STATION DESCRIPTION
 GW1542
 GW1542'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 GW1542'3 MI SW FROM LOWMOOR.
 GW1542'3.0 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW1542'LOWMOOR, 0.15 MILE WEST OF MILEPOST 294, 350 FEET SOUTH OF THE
 GW1542'U.S. HIGHWAY 60 BRIDGE OVER JACKSON RIVER, 300 FEET WEST OF A
 GW1542'ROCK CUT, 23.5 FEET NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND
 GW1542'MAIN TRACK, 6 FEET FROM THE BOTTOM OF A BANK, AND LEVEL WITH THE
 GW1542'RAIL.  A STANDARD DISK, STAMPED 1199.017 E 14 1928 AND SET IN
 GW1542'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0214 ***********************************************************************
 HW0214  DESIGNATION -  E 142
 HW0214  PID         -  HW0214
 HW0214  STATE/COUNTY-  VA/CULPEPER
 HW0214  USGS QUAD   -  CASTLETON (1994)
 HW0214
 HW0214                         *CURRENT SURVEY CONTROL
 HW0214  ___________________________________________________________________
 HW0214* NAD 83(1986)-  38 36 30.     (N)    078 03 27.     (W)     SCALED    
 HW0214* NAVD 88     -       169.006  (meters)     554.48   (feet)  ADJUSTED  
 HW0214  ___________________________________________________________________
 HW0214  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HW0214  DYNAMIC HT  -         168.898 (meters)     554.13  (feet)  COMP
 HW0214  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 HW0214
 HW0214  VERT ORDER  -  SECOND    CLASS 0
 HW0214
 HW0214.The horizontal coordinates were scaled from a topographic map and have
 HW0214.an estimated accuracy of +/- 6 seconds.
 HW0214
 HW0214.The orthometric height was determined by differential leveling
 HW0214.and adjusted by the National Geodetic Survey in June 1991..
 HW0214
 HW0214.The geoid height was determined by GEOID03.
 HW0214
 HW0214.The dynamic height is computed by dividing the NAVD 88
 HW0214.geopotential number by the normal gravity value computed on the
 HW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0214.degrees latitude (g = 980.6199 gals.).
 HW0214
 HW0214.The modeled gravity was interpolated from observed gravity values.
 HW0214
 HW0214;                    North         East    Units  Estimated Accuracy
 HW0214;SPC VA N     - 2,104,620.    3,538,540.      MT  (+/- 180 meters Scaled)
 HW0214
 HW0214                          SUPERSEDED SURVEY CONTROL
 HW0214
 HW0214  NGVD 29 (??/??/92)  169.211  (m)          555.15   (f) ADJ UNCH    2 0
 HW0214
 HW0214.Superseded values are not recommended for survey control.
 HW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0214.See file dsdata.txt to determine how the superseded data were derived.
 HW0214
 HW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC562774(NAD 83)
 HW0214_MARKER: DB = BENCH MARK DISK
 HW0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0214_STAMPING: E 142 1935
 HW0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0214+STABILITY: SURFACE MOTION
 HW0214
 HW0214  HISTORY     - Date     Condition        Report By
 HW0214  HISTORY     - 1935     MONUMENTED       CGS
 HW0214  HISTORY     - 1942     GOOD             NGS
 HW0214  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0214
 HW0214                          STATION DESCRIPTION
 HW0214
 HW0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0214'4.3 MI NW FROM RIXEYVILLE.
 HW0214'ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 640 FROM RIXEYVILLE,
 HW0214'CULPEPER COUNTY, THENCE ABOUT 2.2 MILES NORTHWEST ALONG STATE
 HW0214'HIGHWAY 627, AT THE JUNCTION OF STATE HIGHWAY 242, 60 FEET EAST
 HW0214'OF THE CENTER LINE OF STATE HIGHWAY 242, 19 FEET SOUTH OF THE
 HW0214'CENTER LINE OF STATE HIGHWAY 627, 2 FEET NORTH OF THE RIGHT-OF-WAY
 HW0214'RAIL FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED
 HW0214'U.S.B.M.  A STANDARD DISK, STAMPED E 142 1935 AND SET IN THE TOP
 HW0214'OF A CONCRETE POST.
 HW0214
 HW0214                          STATION RECOVERY (1942)
 HW0214
 HW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0214'RECOVERED IN GOOD CONDITION.
 HW0214
 HW0214                          STATION RECOVERY (2001)
 HW0214
 HW0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8818 ***********************************************************************
 HV8818  DESIGNATION -  E 143 RESET
 HV8818  PID         -  HV8818
 HV8818  STATE/COUNTY-  VA/FAUQUIER
 HV8818  USGS QUAD   -  WARRENTON (1978)
 HV8818
 HV8818                         *CURRENT SURVEY CONTROL
 HV8818  ___________________________________________________________________
 HV8818* NAD 83(1986)-  38 44 23.     (N)    077 48 27.     (W)     SCALED    
 HV8818* NAVD 88     -       150.48   (meters)     493.7    (feet)  RESET     
 HV8818  ___________________________________________________________________
 HV8818  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HV8818
 HV8818  VERT ORDER  -  THIRD
 HV8818
 HV8818.The horizontal coordinates were scaled from a topographic map and have
 HV8818.an estimated accuracy of +/- 6 seconds.
 HV8818
 HV8818.The orthometric height was computed from unverified reset data.
 HV8818.No vertical observational check was made to the station.
 HV8818
 HV8818.The geoid height was determined by GEOID03.
 HV8818
 HV8818;                    North         East    Units  Estimated Accuracy
 HV8818;SPC VA N     - 2,119,340.    3,560,200.      MT  (+/- 180 meters Scaled)
 HV8818
 HV8818                          SUPERSEDED SURVEY CONTROL
 HV8818
 HV8818  NGVD 29 (03/21/06)  150.71   (m)          494.5    (f) RESET       3  
 HV8818
 HV8818.Superseded values are not recommended for survey control.
 HV8818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8818.See file dsdata.txt to determine how the superseded data were derived.
 HV8818
 HV8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH559916(NAD 83)
 HV8818_MARKER: DB = BENCH MARK DISK
 HV8818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8818_SP_SET: CONCRETE POST
 HV8818_STAMPING: E 143 RESET 1987
 HV8818_MARK LOGO: VADHT 
 HV8818_PROJECTION: FLUSH
 HV8818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8818+STABILITY: SURFACE MOTION
 HV8818
 HV8818  HISTORY     - Date     Condition        Report By
 HV8818  HISTORY     - 1987     MONUMENTED       VADHT
 HV8818
 HV8818                          STATION DESCRIPTION
 HV8818
 HV8818'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 HV8818'3.1 KM (1.90 MI) NORTH FROM WARRENTON.
 HV8818'1.9 MILES NORTH ALONG US HIGHWAY 17 FROM THE COURTHOUSE IN WARRENTON
 HV8818'31.35 FEET SOUTHWEST OF THE SURVEY CENTERLINE AT STATION 88+59.67, 3
 HV8818'FEET NORTH OF A HWY CONCRETE MARKER, 21.5 FEET SOUTHEAST AND 12 FEET
 HV8818'NORTHEAST OF A 15 IN WALNUT TREE, 7.5 FEET NORTHEAST OF A BOARD
 HV8818'FENCE, 2.2 FEET BELOW HWY LEVEL, 1 FOOT NORTHEAST OF A ORANGE POST
 HV8818'STENCILED NATIONAL GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3742 ***********************************************************************
 HV3742  DESIGNATION -  E 144
 HV3742  PID         -  HV3742
 HV3742  STATE/COUNTY-  VA/FAUQUIER
 HV3742  USGS QUAD   -  JEFFERSONTON (1983)
 HV3742
 HV3742                         *CURRENT SURVEY CONTROL
 HV3742  ___________________________________________________________________
 HV3742* NAD 83(1986)-  38 44 34.     (N)    077 53 12.     (W)     SCALED    
 HV3742* NAVD 88     -       113.792  (meters)     373.33   (feet)  ADJUSTED  
 HV3742  ___________________________________________________________________
 HV3742  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV3742  DYNAMIC HT  -         113.722 (meters)     373.10  (feet)  COMP
 HV3742  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 HV3742
 HV3742  VERT ORDER  -  SECOND    CLASS 0
 HV3742
 HV3742.The horizontal coordinates were scaled from a topographic map and have
 HV3742.an estimated accuracy of +/- 6 seconds.
 HV3742
 HV3742.The orthometric height was determined by differential leveling
 HV3742.and adjusted by the National Geodetic Survey in June 1991..
 HV3742
 HV3742.The geoid height was determined by GEOID03.
 HV3742
 HV3742.The dynamic height is computed by dividing the NAVD 88
 HV3742.geopotential number by the normal gravity value computed on the
 HV3742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3742.degrees latitude (g = 980.6199 gals.).
 HV3742
 HV3742.The modeled gravity was interpolated from observed gravity values.
 HV3742
 HV3742;                    North         East    Units  Estimated Accuracy
 HV3742;SPC VA N     - 2,119,630.    3,553,320.      MT  (+/- 180 meters Scaled)
 HV3742
 HV3742                          SUPERSEDED SURVEY CONTROL
 HV3742
 HV3742  NGVD 29 (??/??/??)  114.004  (m)          374.03   (f) ADJUSTED    2 0
 HV3742
 HV3742.Superseded values are not recommended for survey control.
 HV3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3742.See file dsdata.txt to determine how the superseded data were derived.
 HV3742
 HV3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH491921(NAD 83)
 HV3742_MARKER: DB = BENCH MARK DISK
 HV3742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3742_STAMPING: E 144 1935
 HV3742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3742+STABILITY: SURFACE MOTION
 HV3742
 HV3742  HISTORY     - Date     Condition        Report By
 HV3742  HISTORY     - 1935     MONUMENTED       CGS
 HV3742  HISTORY     - 1941     GOOD             CGS
 HV3742
 HV3742                          STATION DESCRIPTION
 HV3742
 HV3742'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3742'2.2 MI NE FROM CLIFF MILLS.
 HV3742'2.25 MILE NORTH-EAST ALONG 689 FROM THE POST OFFICE AT CLIFF
 HV3742'MILLS, 0.2 MILE SOUTH OF INTERSECTION OF 689 AND 738, SET ON WEST
 HV3742'SLOPE OF HILL, 21 FEET WEST OF CENTER-LINE OF 689, 1 FOOT EAST OF
 HV3742'R/W FENCE, 1 FOOT WEST OF WHITE MARKER POST STENCILED U.S.B.M.
 HV3742'A STANDARD DISK STAMPED E-144 1935 AND SET IN TOP OF A CONCRETE
 HV3742'POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0719 ***********************************************************************
 GW0719  DESIGNATION -  E 145
 GW0719  PID         -  GW0719
 GW0719  STATE/COUNTY-  VA/ALBEMARLE
 GW0719  USGS QUAD   -  COVESVILLE (1984)
 GW0719
 GW0719                         *CURRENT SURVEY CONTROL
 GW0719  ___________________________________________________________________
 GW0719* NAD 83(1986)-  37 59 14.     (N)    078 37 34.     (W)     SCALED    
 GW0719* NAVD 88     -       222.228  (meters)     729.09   (feet)  ADJUSTED  
 GW0719  ___________________________________________________________________
 GW0719  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0719  DYNAMIC HT  -         222.069 (meters)     728.57  (feet)  COMP
 GW0719  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 GW0719
 GW0719  VERT ORDER  -  SECOND    CLASS 0
 GW0719
 GW0719.The horizontal coordinates were scaled from a topographic map and have
 GW0719.an estimated accuracy of +/- 6 seconds.
 GW0719
 GW0719.The orthometric height was determined by differential leveling
 GW0719.and adjusted by the National Geodetic Survey in June 1991..
 GW0719
 GW0719.The geoid height was determined by GEOID03.
 GW0719
 GW0719.The dynamic height is computed by dividing the NAVD 88
 GW0719.geopotential number by the normal gravity value computed on the
 GW0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0719.degrees latitude (g = 980.6199 gals.).
 GW0719
 GW0719.The modeled gravity was interpolated from observed gravity values.
 GW0719
 GW0719;                    North         East    Units  Estimated Accuracy
 GW0719;SPC VA S     - 1,183,560.    3,488,920.      MT  (+/- 180 meters Scaled)
 GW0719
 GW0719                          SUPERSEDED SURVEY CONTROL
 GW0719
 GW0719  NGVD 29 (??/??/92)  222.467  (m)          729.88   (f) ADJ UNCH    2 0
 GW0719
 GW0719.Superseded values are not recommended for survey control.
 GW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0719.See file dsdata.txt to determine how the superseded data were derived.
 GW0719
 GW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC084070(NAD 83)
 GW0719_MARKER: DB = BENCH MARK DISK
 GW0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0719_STAMPING: E 145 1935
 GW0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0719+STABILITY: SURFACE MOTION
 GW0719
 GW0719  HISTORY     - Date     Condition        Report By
 GW0719  HISTORY     - 1935     MONUMENTED       CGS
 GW0719
 GW0719                          STATION DESCRIPTION
 GW0719
 GW0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0719'2.2 MI NW FROM RED HILL.
 GW0719'2.2 MILES NORTHWEST ALONG COUNTY ROAD 708 FROM THE SOUTHERN
 GW0719'RAILWAY STATION AT RED HILL, ALBEMARLE COUNTY, AT A CURVE
 GW0719'110 YARDS WEST OF THE JUNCTION OF A ROAD, 40 FEET EAST OF A POLE
 GW0719'WITH BRACING WIRES, 33 FEET WEST OF A CONCRETE CULVERT, 24
 GW0719'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 9 FEET EAST OF A
 GW0719'PASTURE GATE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 GW0719'NOTE-- MARK IS 50 FEET EAST OF THE CENTERLINE OF A DIRT ROAD
 GW0719'AND 1 FOOT SOUTH OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0720 ***********************************************************************
 GW0720  DESIGNATION -  E 145 RESET 1966
 GW0720  PID         -  GW0720
 GW0720  STATE/COUNTY-  VA/ALBEMARLE
 GW0720  USGS QUAD   -  COVESVILLE (1984)
 GW0720
 GW0720                         *CURRENT SURVEY CONTROL
 GW0720  ___________________________________________________________________
 GW0720* NAD 83(1986)-  37 59 14.     (N)    078 37 34.     (W)     SCALED    
 GW0720* NAVD 88     -       222.34   (+/-2cm)     729.5    (feet)  VERTCON   
 GW0720  ___________________________________________________________________
 GW0720  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW0720
 GW0720  VERT ORDER  -  THIRD (See Below)
 GW0720
 GW0720.The horizontal coordinates were scaled from a topographic map and have
 GW0720.an estimated accuracy of +/- 6 seconds.
 GW0720
 GW0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0720.The vertical order pertains to the NGVD 29 superseded value.
 GW0720
 GW0720.The geoid height was determined by GEOID03.
 GW0720
 GW0720;                    North         East    Units  Estimated Accuracy
 GW0720;SPC VA S     - 1,183,560.    3,488,920.      MT  (+/- 180 meters Scaled)
 GW0720
 GW0720                          SUPERSEDED SURVEY CONTROL
 GW0720
 GW0720  NGVD 29 (??/??/??)  222.57   (m)          730.2    (f) RESET       3  
 GW0720
 GW0720.Superseded values are not recommended for survey control.
 GW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0720.See file dsdata.txt to determine how the superseded data were derived.
 GW0720
 GW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC084070(NAD 83)
 GW0720_MARKER: DD = SURVEY DISK
 GW0720_SETTING: 0 = UNSPECIFIED SETTING
 GW0720_STAMPING: E 145 RESET 1966
 GW0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0720
 GW0720  HISTORY     - Date     Condition        Report By
 GW0720  HISTORY     - 1966     MONUMENTED       VADH
 GW0720
 GW0720                          STATION DESCRIPTION
 GW0720
 GW0720'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1966
 GW0720'2.2 MI NW FROM RED HILL.
 GW0720'ABOUT 2.2 MILES NORTHWEST ALONG COUNTY ROAD 708 FROM THE SOUTHERN
 GW0720'RAILWAY STATION AT RED HILL, AT THE END OF A CURVE.  14 FEET
 GW0720'SOUTHWEST OF A POLE WITH TWO GUY WIRES AT THE JUNCTION OF ROUTE
 GW0720'708 AND A FARM ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GW0720'FARM ROAD, 1.5 FEET NORTHWEST OF A WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0708 ***********************************************************************
 GW0708  DESIGNATION -  E 146
 GW0708  PID         -  GW0708
 GW0708  STATE/COUNTY-  VA/NELSON
 GW0708  USGS QUAD   -  GREENFIELD (1981)
 GW0708
 GW0708                         *CURRENT SURVEY CONTROL
 GW0708  ___________________________________________________________________
 GW0708* NAD 83(1986)-  37 52 53.     (N)    078 46 07.     (W)     SCALED    
 GW0708* NAVD 88     -       237.533  (meters)     779.31   (feet)  ADJUSTED  
 GW0708  ___________________________________________________________________
 GW0708  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW0708  DYNAMIC HT  -         237.361 (meters)     778.74  (feet)  COMP
 GW0708  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 GW0708
 GW0708  VERT ORDER  -  SECOND    CLASS 0
 GW0708
 GW0708.The horizontal coordinates were scaled from a topographic map and have
 GW0708.an estimated accuracy of +/- 6 seconds.
 GW0708
 GW0708.The orthometric height was determined by differential leveling
 GW0708.and adjusted by the National Geodetic Survey in June 1991..
 GW0708
 GW0708.The geoid height was determined by GEOID03.
 GW0708
 GW0708.The dynamic height is computed by dividing the NAVD 88
 GW0708.geopotential number by the normal gravity value computed on the
 GW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0708.degrees latitude (g = 980.6199 gals.).
 GW0708
 GW0708.The modeled gravity was interpolated from observed gravity values.
 GW0708
 GW0708;                    North         East    Units  Estimated Accuracy
 GW0708;SPC VA S     - 1,171,830.    3,476,370.      MT  (+/- 180 meters Scaled)
 GW0708
 GW0708                          SUPERSEDED SURVEY CONTROL
 GW0708
 GW0708  NGVD 29 (??/??/92)  237.689  (m)          779.82   (f) ADJ UNCH    2 0
 GW0708
 GW0708.Superseded values are not recommended for survey control.
 GW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0708.See file dsdata.txt to determine how the superseded data were derived.
 GW0708
 GW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB962950(NAD 83)
 GW0708_MARKER: DB = BENCH MARK DISK
 GW0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0708_STAMPING: E 146 1935
 GW0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0708+STABILITY: SURFACE MOTION
 GW0708
 GW0708  HISTORY     - Date     Condition        Report By
 GW0708  HISTORY     - 1935     MONUMENTED       CGS
 GW0708
 GW0708                          STATION DESCRIPTION
 GW0708
 GW0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0708'5.1 MI NE FROM HEARDS.
 GW0708'IN NELSON COUNTY, 1.1 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM
 GW0708'HEARDS, ALBEMARLE COUNTY, THENCE 4 MILES SOUTHWEST ALONG COUNTY
 GW0708'ROAD 634, 135 FEET SOUTHEAST OF A 1-STORY WHITE FRAME HOUSE AT
 GW0708'THE TOP OF A HILL, 66 FEET EAST OF A SMALL SHED, 45 FEET SOUTHWEST
 GW0708'OF THE CENTER OF THE JUNCTION OF COUNTY ROAD 616, 24 FEET WEST
 GW0708'OF THE CENTERLINE OF COUNTY ROAD 616, 25 FEET SOUTH OF A CORNER
 GW0708'FENCE POST, 13 FEET NORTH OF A GATEPOST, AND AT A NORTH-AND-SOUTH
 GW0708'FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0677 ***********************************************************************
 GW0677  DESIGNATION -  E 147
 GW0677  PID         -  GW0677
 GW0677  STATE/COUNTY-  VA/NELSON
 GW0677  USGS QUAD   -  LOVINGSTON (1984)
 GW0677
 GW0677                         *CURRENT SURVEY CONTROL
 GW0677  ___________________________________________________________________
 GW0677* NAD 83(1986)-  37 48 11.     (N)    078 45 37.     (W)     SCALED    
 GW0677* NAVD 88     -       135.869  (meters)     445.76   (feet)  ADJUSTED  
 GW0677  ___________________________________________________________________
 GW0677  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 GW0677  DYNAMIC HT  -         135.772 (meters)     445.45  (feet)  COMP
 GW0677  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 GW0677
 GW0677  VERT ORDER  -  SECOND    CLASS 0
 GW0677
 GW0677.The horizontal coordinates were scaled from a topographic map and have
 GW0677.an estimated accuracy of +/- 6 seconds.
 GW0677
 GW0677.The orthometric height was determined by differential leveling
 GW0677.and adjusted by the National Geodetic Survey in June 1991..
 GW0677
 GW0677.The geoid height was determined by GEOID03.
 GW0677
 GW0677.The dynamic height is computed by dividing the NAVD 88
 GW0677.geopotential number by the normal gravity value computed on the
 GW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0677.degrees latitude (g = 980.6199 gals.).
 GW0677
 GW0677.The modeled gravity was interpolated from observed gravity values.
 GW0677
 GW0677;                    North         East    Units  Estimated Accuracy
 GW0677;SPC VA S     - 1,163,140.    3,477,080.      MT  (+/- 180 meters Scaled)
 GW0677
 GW0677                          SUPERSEDED SURVEY CONTROL
 GW0677
 GW0677  NGVD 29 (??/??/92)  136.038  (m)          446.32   (f) ADJ UNCH    2 0
 GW0677
 GW0677.Superseded values are not recommended for survey control.
 GW0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0677.See file dsdata.txt to determine how the superseded data were derived.
 GW0677
 GW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB971863(NAD 83)
 GW0677_MARKER: DB = BENCH MARK DISK
 GW0677_SETTING: 66 = SET IN ROCK OUTCROP
 GW0677_SP_SET: ROCK OUTCROP
 GW0677_STAMPING: E 147 1935
 GW0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0677+STABILITY: POSITION/ELEVATION WELL
 GW0677
 GW0677  HISTORY     - Date     Condition        Report By
 GW0677  HISTORY     - 1935     MONUMENTED       CGS
 GW0677  HISTORY     - 1944     GOOD             NGS
 GW0677
 GW0677                          STATION DESCRIPTION
 GW0677
 GW0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 GW0677'0.4 MI NW FROM ROCKFISH.
 GW0677'0.4 MILE NORTHWEST ALONG COUNTY ROAD 617 FROM THE SOUTHERN
 GW0677'RAILWAY STATION AT ROCKFISH, NELSON COUNTY, 60 FEET NORTH OF A
 GW0677'SMALL FRAME BARN WEST OF THE ROAD, 54 FEET WEST OF THE CENTERLINE
 GW0677'OF THE ROAD, 2 FEET HIGHER THAN THE ROADWAY, AND IN THE TOP OF THE
 GW0677'WEST END OF A LONG RECTANGULAR ROCK OUTCROP FORMERLY USED AS AN
 GW0677'APPROACH TO A FOOT BRIDGE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0703 ***********************************************************************
 GW0703  DESIGNATION -  E 148
 GW0703  PID         -  GW0703
 GW0703  STATE/COUNTY-  VA/NELSON
 GW0703  USGS QUAD   -  HORSESHOE MOUNTAIN (1984)
 GW0703
 GW0703                         *CURRENT SURVEY CONTROL
 GW0703  ___________________________________________________________________
 GW0703* NAD 83(1986)-  37 48 45.     (N)    078 56 04.     (W)     SCALED    
 GW0703* NAVD 88     -       299.481  (meters)     982.55   (feet)  ADJUSTED  
 GW0703  ___________________________________________________________________
 GW0703  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0703  DYNAMIC HT  -         299.258 (meters)     981.82  (feet)  COMP
 GW0703  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 GW0703
 GW0703  VERT ORDER  -  SECOND    CLASS 0
 GW0703
 GW0703.The horizontal coordinates were scaled from a topographic map and have
 GW0703.an estimated accuracy of +/- 6 seconds.
 GW0703
 GW0703.The orthometric height was determined by differential leveling
 GW0703.and adjusted by the National Geodetic Survey in June 1991..
 GW0703
 GW0703.The geoid height was determined by GEOID03.
 GW0703
 GW0703.The dynamic height is computed by dividing the NAVD 88
 GW0703.geopotential number by the normal gravity value computed on the
 GW0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0703.degrees latitude (g = 980.6199 gals.).
 GW0703
 GW0703.The modeled gravity was interpolated from observed gravity values.
 GW0703
 GW0703;                    North         East    Units  Estimated Accuracy
 GW0703;SPC VA S     - 1,164,240.    3,461,750.      MT  (+/- 180 meters Scaled)
 GW0703
 GW0703                          SUPERSEDED SURVEY CONTROL
 GW0703
 GW0703  NGVD 29 (??/??/92)  299.678  (m)          983.19   (f) ADJ UNCH    2 0
 GW0703
 GW0703.Superseded values are not recommended for survey control.
 GW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0703.See file dsdata.txt to determine how the superseded data were derived.
 GW0703
 GW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB818870(NAD 83)
 GW0703_MARKER: DB = BENCH MARK DISK
 GW0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0703_STAMPING: E 148 1935
 GW0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0703+STABILITY: SURFACE MOTION
 GW0703
 GW0703  HISTORY     - Date     Condition        Report By
 GW0703  HISTORY     - 1935     MONUMENTED       CGS
 GW0703
 GW0703                          STATION DESCRIPTION
 GW0703
 GW0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0703'6.4 MI W FROM MINDUS.
 GW0703'6.4 MILES WEST ALONG COUNTY ROAD 623 FROM THE POST OFFICE AT
 GW0703'MINDUS, NELSON COUNTY, 0.3 MILE EAST OF THE JUNCTION WITH STATE
 GW0703'HIGHWAY 151, AT THE TOP OF A HILL, 200 FEET NORTHEAST OF A FRAME
 GW0703'BARN, 90 FEET SOUTH OF ANOTHER BARN, AT THE JUNCTION OF A ROAD
 GW0703'LEADING TO A FARMHOUSE, 95 FEET EAST OF THE CENTERLINE OF THE
 GW0703'ROAD, 16 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 623, 4 FEET
 GW0703'EAST OF A GATEPOST, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD
 GW0703'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0842 ***********************************************************************
 GW0842  DESIGNATION -  E 149 RESET 1951
 GW0842  PID         -  GW0842
 GW0842  STATE/COUNTY-  VA/NELSON
 GW0842  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0842
 GW0842                         *CURRENT SURVEY CONTROL
 GW0842  ___________________________________________________________________
 GW0842* NAD 83(1986)-  37 39 58.     (N)    078 44 44.     (W)     SCALED    
 GW0842* NAVD 88     -       157.87   (+/-2cm)     517.9    (feet)  VERTCON   
 GW0842  ___________________________________________________________________
 GW0842  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW0842
 GW0842  VERT ORDER  -  THIRD (See Below)
 GW0842
 GW0842.The horizontal coordinates were scaled from a topographic map and have
 GW0842.an estimated accuracy of +/- 6 seconds.
 GW0842
 GW0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0842.The vertical order pertains to the NGVD 29 superseded value.
 GW0842
 GW0842.The geoid height was determined by GEOID03.
 GW0842
 GW0842;                    North         East    Units  Estimated Accuracy
 GW0842;SPC VA S     - 1,147,940.    3,478,340.      MT  (+/- 180 meters Scaled)
 GW0842
 GW0842                          SUPERSEDED SURVEY CONTROL
 GW0842
 GW0842  NGVD 29 (??/??/??)  158.10   (m)          518.7    (f) RESET       3  
 GW0842
 GW0842.Superseded values are not recommended for survey control.
 GW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0842.See file dsdata.txt to determine how the superseded data were derived.
 GW0842
 GW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB988711(NAD 83)
 GW0842_MARKER: DB = BENCH MARK DISK
 GW0842_SETTING: 80 = SET IN A BOULDER
 GW0842_STAMPING: E 149 RESET 1951
 GW0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0842+STABILITY: SURFACE MOTION
 GW0842
 GW0842  HISTORY     - Date     Condition        Report By
 GW0842  HISTORY     - 1951     MONUMENTED       CGS
 GW0842  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0842
 GW0842                          STATION DESCRIPTION
 GW0842
 GW0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GW0842'2.2 MI NW FROM WINGINA.
 GW0842'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 56 FROM THE CHESAPEAKE
 GW0842'AND OHIO RAILWAY STATION AT WINGINA, NELSON COUNTY, 0.2 MILE
 GW0842'SOUTHEAST OF A SMALL SERVICE STATION AND STORE, 270 FEET SOUTH OF
 GW0842'THE JUNCTION OF ROAD 626 AND STATE HIGHWAY 56, 170 FEET
 GW0842'SOUTH-SOUTHWEST OF A 2-STORY FRAME HOUSE, 28 FEET WEST OF THE
 GW0842'CENTER OF HIGHWAY 56, AND 4 FEET NORTH OF A 12-INCH WHITE OAK
 GW0842'TREE.  A STANDARD DISK, STAMPED E 149 RESET 1951 SET IN THE TOP
 GW0842'OF A 6 IN X 12 IN END OF A LOOSE BOULDER WHICH PROJECTS 2 INCHES.
 GW0842'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 GW0842'BY A PARTY FROM THIS BUREAU IN 1951.  USE WITH CAUTION.
 GW0842
 GW0842                          STATION RECOVERY (1983)
 GW0842
 GW0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0842'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 GW0842'THIS AREA HAS BEEN GRADED AND MARK WHICH WAS IN A LOOSE BOULDER MAY
 GW0842'HAVE BEEN REMOVED.  CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0851 ***********************************************************************
 GW0851  DESIGNATION -  E 15
 GW0851  PID         -  GW0851
 GW0851  STATE/COUNTY-  VA/AMHERST
 GW0851  USGS QUAD   -  SNOWDEN (1977)
 GW0851
 GW0851                         *CURRENT SURVEY CONTROL
 GW0851  ___________________________________________________________________
 GW0851* NAD 83(1986)-  37 36 06.     (N)    079 23 47.     (W)     SCALED    
 GW0851* NAVD 88     -       204.223  (meters)     670.02   (feet)  ADJUSTED  
 GW0851  ___________________________________________________________________
 GW0851  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0851  DYNAMIC HT  -         204.065 (meters)     669.50  (feet)  COMP
 GW0851  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GW0851
 GW0851  VERT ORDER  -  FIRST     CLASS II
 GW0851
 GW0851.The horizontal coordinates were scaled from a topographic map and have
 GW0851.an estimated accuracy of +/- 6 seconds.
 GW0851
 GW0851.The orthometric height was determined by differential leveling
 GW0851.and adjusted by the National Geodetic Survey in June 1991..
 GW0851
 GW0851.The geoid height was determined by GEOID03.
 GW0851
 GW0851.The dynamic height is computed by dividing the NAVD 88
 GW0851.geopotential number by the normal gravity value computed on the
 GW0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0851.degrees latitude (g = 980.6199 gals.).
 GW0851
 GW0851.The modeled gravity was interpolated from observed gravity values.
 GW0851
 GW0851;                    North         East    Units  Estimated Accuracy
 GW0851;SPC VA S     - 1,141,130.    3,420,850.      MT  (+/- 180 meters Scaled)
 GW0851
 GW0851                          SUPERSEDED SURVEY CONTROL
 GW0851
 GW0851  NGVD 29 (??/??/92)  204.436  (m)          670.72   (f) ADJ UNCH    1 2
 GW0851
 GW0851.Superseded values are not recommended for survey control.
 GW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0851.See file dsdata.txt to determine how the superseded data were derived.
 GW0851
 GW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB415628(NAD 83)
 GW0851_MARKER: DB = BENCH MARK DISK
 GW0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0851_STAMPING: 670.717 E 15 1928
 GW0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0851+STABILITY: SURFACE MOTION
 GW0851
 GW0851  HISTORY     - Date     Condition        Report By
 GW0851  HISTORY     - 1928     MONUMENTED       CGS
 GW0851  HISTORY     - 1950     GOOD             NGS
 GW0851  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW0851
 GW0851                          STATION DESCRIPTION
 GW0851
 GW0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GW0851'AT SNOWDEN.
 GW0851'AT SNOWDEN, AMHERST COUNTY, 94 FEET SOUTH OF THE CHESAPEAKE AND
 GW0851'OHIO RAILWAY STATION, 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GW0851'OF A HOUSE, 4 FEET NORTH OF A FENCE CORNER, AND 1 FOOT SOUTH OF
 GW0851'THE FENCE.  A STANDARD DISK, STAMPED 670.717 E 15 1928 AND SET
 GW0851'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GW0851
 GW0851                          STATION RECOVERY (1984)
 GW0851
 GW0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0851'NOT RECOVERED, NEW TRACKS HAVE BEEN LAYED, AND THE STATION AND HOUSE
 GW0851'NO LONGER EXIST, NO SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0684 ***********************************************************************
 GW0684  DESIGNATION -  E 151
 GW0684  PID         -  GW0684
 GW0684  STATE/COUNTY-  VA/NELSON
 GW0684  USGS QUAD   -  LOVINGSTON (1984)
 GW0684
 GW0684                         *CURRENT SURVEY CONTROL
 GW0684  ___________________________________________________________________
 GW0684* NAD 83(1986)-  37 45 15.     (N)    078 47 41.     (W)     SCALED    
 GW0684* NAVD 88     -       202.189  (meters)     663.35   (feet)  ADJUSTED  
 GW0684  ___________________________________________________________________
 GW0684  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW0684  DYNAMIC HT  -         202.042 (meters)     662.87  (feet)  COMP
 GW0684  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 GW0684
 GW0684  VERT ORDER  -  SECOND    CLASS 0
 GW0684
 GW0684.The horizontal coordinates were scaled from a topographic map and have
 GW0684.an estimated accuracy of +/- 6 seconds.
 GW0684
 GW0684.The orthometric height was determined by differential leveling
 GW0684.and adjusted by the National Geodetic Survey in June 1991..
 GW0684
 GW0684.The geoid height was determined by GEOID03.
 GW0684
 GW0684.The dynamic height is computed by dividing the NAVD 88
 GW0684.geopotential number by the normal gravity value computed on the
 GW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0684.degrees latitude (g = 980.6199 gals.).
 GW0684
 GW0684.The modeled gravity was interpolated from observed gravity values.
 GW0684
 GW0684;                    North         East    Units  Estimated Accuracy
 GW0684;SPC VA S     - 1,157,720.    3,474,030.      MT  (+/- 180 meters Scaled)
 GW0684
 GW0684                          SUPERSEDED SURVEY CONTROL
 GW0684
 GW0684  NGVD 29 (??/??/92)  202.359  (m)          663.91   (f) ADJ UNCH    2 0
 GW0684
 GW0684.Superseded values are not recommended for survey control.
 GW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0684.See file dsdata.txt to determine how the superseded data were derived.
 GW0684
 GW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB942808(NAD 83)
 GW0684_MARKER: DB = BENCH MARK DISK
 GW0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0684_SP_SET: ABUTMENT
 GW0684_STAMPING: E 151 1935
 GW0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0684
 GW0684  HISTORY     - Date     Condition        Report By
 GW0684  HISTORY     - 1935     MONUMENTED       CGS
 GW0684  HISTORY     - 1944     GOOD             NGS
 GW0684
 GW0684                          STATION DESCRIPTION
 GW0684
 GW0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0684'AT ELMA.
 GW0684'AT ELMA, NELSON COUNTY, 360 FEET SOUTH OF THE SOUTHERN RAILWAY
 GW0684'STATION, 585 FEET NORTH OF MILEPOST 139, AT THE NORTH END OF
 GW0684'AN OVERPASS, IN THE TOP OF THE EAST ABUTMENT, AND 23 FEET EAST
 GW0684'OF THE CENTERLINE OF THE SOUTH-BOUND TRACK.  A STANDARD DISK.
 GW0684
 GW0684                          STATION RECOVERY (1944)
 GW0684
 GW0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GW0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0995 ***********************************************************************
 GW0995  DESIGNATION -  E 152
 GW0995  PID         -  GW0995
 GW0995  STATE/COUNTY-  VA/AMHERST
 GW0995  USGS QUAD   -  BUENA VISTA (1984)
 GW0995
 GW0995                         *CURRENT SURVEY CONTROL
 GW0995  ___________________________________________________________________
 GW0995* NAD 83(1986)-  37 44 31.     (N)    079 15 32.     (W)     SCALED    
 GW0995* NAVD 88     -       570.538  (meters)    1871.84   (feet)  ADJUSTED  
 GW0995  ___________________________________________________________________
 GW0995  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GW0995  DYNAMIC HT  -         570.071 (meters)    1870.31  (feet)  COMP
 GW0995  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 GW0995
 GW0995  VERT ORDER  -  SECOND    CLASS 0
 GW0995
 GW0995.The horizontal coordinates were scaled from a topographic map and have
 GW0995.an estimated accuracy of +/- 6 seconds.
 GW0995
 GW0995.The orthometric height was determined by differential leveling
 GW0995.and adjusted by the National Geodetic Survey in June 1991..
 GW0995
 GW0995.The geoid height was determined by GEOID03.
 GW0995
 GW0995.The dynamic height is computed by dividing the NAVD 88
 GW0995.geopotential number by the normal gravity value computed on the
 GW0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0995.degrees latitude (g = 980.6199 gals.).
 GW0995
 GW0995.The modeled gravity was interpolated from observed gravity values.
 GW0995
 GW0995;                    North         East    Units  Estimated Accuracy
 GW0995;SPC VA S     - 1,156,590.    3,433,120.      MT  (+/- 180 meters Scaled)
 GW0995
 GW0995                          SUPERSEDED SURVEY CONTROL
 GW0995
 GW0995  NGVD 29 (??/??/92)  570.720  (m)         1872.44   (f) ADJ UNCH    2 0
 GW0995
 GW0995.Superseded values are not recommended for survey control.
 GW0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0995.See file dsdata.txt to determine how the superseded data were derived.
 GW0995
 GW0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB534786(NAD 83)
 GW0995_MARKER: DB = BENCH MARK DISK
 GW0995_SETTING: 0 = UNSPECIFIED SETTING
 GW0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0995
 GW0995  HISTORY     - Date     Condition        Report By
 GW0995  HISTORY     - UNK      MONUMENTED       CGS
 GW0995  HISTORY     - 1938     GOOD             NGS
 GW0995
 GW0995                          STATION DESCRIPTION
 GW0995
 GW0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GW0995'8.6 MI E FROM BUENA VISTA.
 GW0995'IN AMHERST COUNTY, 8.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM
 GW0995'BUENA VISTA, ROCKBRIDGE COUNTY, 0.2 MILE NORTHWEST OF THE POST
 GW0995'OFFICE AT ORONOCO, 42 FEET WEST OF THE HIGHWAY, 18 FEET SOUTH
 GW0995'OF A BOARD GATE AT THE ENTRANCE TO A PASTURE, 9 FEET SOUTHWEST
 GW0995'OF A HIGHWAY MARKER, AND 2 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1104 ***********************************************************************
 HW1104  DESIGNATION -  E 155
 HW1104  PID         -  HW1104
 HW1104  STATE/COUNTY-  VA/ALBEMARLE
 HW1104  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW1104
 HW1104                         *CURRENT SURVEY CONTROL
 HW1104  ___________________________________________________________________
 HW1104* NAD 83(1986)-  38 06 52.     (N)    078 31 43.     (W)     SCALED    
 HW1104* NAVD 88     -       180.237  (meters)     591.33   (feet)  ADJUSTED  
 HW1104  ___________________________________________________________________
 HW1104  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HW1104  DYNAMIC HT  -         180.111 (meters)     590.91  (feet)  COMP
 HW1104  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 HW1104
 HW1104  VERT ORDER  -  SECOND    CLASS 0
 HW1104
 HW1104.The horizontal coordinates were scaled from a topographic map and have
 HW1104.an estimated accuracy of +/- 6 seconds.
 HW1104
 HW1104.The orthometric height was determined by differential leveling
 HW1104.and adjusted by the National Geodetic Survey in June 1991..
 HW1104
 HW1104.The geoid height was determined by GEOID03.
 HW1104
 HW1104.The dynamic height is computed by dividing the NAVD 88
 HW1104.geopotential number by the normal gravity value computed on the
 HW1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1104.degrees latitude (g = 980.6199 gals.).
 HW1104
 HW1104.The modeled gravity was interpolated from observed gravity values.
 HW1104
 HW1104;                    North         East    Units  Estimated Accuracy
 HW1104;SPC VA S     - 1,197,670.    3,497,490.      MT  (+/- 180 meters Scaled)
 HW1104
 HW1104                          SUPERSEDED SURVEY CONTROL
 HW1104
 HW1104  NGVD 29 (??/??/92)  180.472  (m)          592.10   (f) ADJ UNCH    2 0
 HW1104
 HW1104.Superseded values are not recommended for survey control.
 HW1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1104.See file dsdata.txt to determine how the superseded data were derived.
 HW1104
 HW1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC166213(NAD 83)
 HW1104_MARKER: DB = BENCH MARK DISK
 HW1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1104_STAMPING: E 155 1935
 HW1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1104+STABILITY: SURFACE MOTION
 HW1104
 HW1104  HISTORY     - Date     Condition        Report By
 HW1104  HISTORY     - 1935     MONUMENTED       CGS
 HW1104  HISTORY     - 1964     GOOD             NGS
 HW1104
 HW1104                          STATION DESCRIPTION
 HW1104
 HW1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW1104'4.7 MI SE FROM FREE UNION.
 HW1104'3.7 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 601 FROM THE
 HW1104'GENERAL STORE AT FREE UNION, ALBEMARLE COUNTY, THENCE 1.0
 HW1104'MILE EAST ALONG SECONDARY STATE HIGHWAY 676, AT THE JUNCTION
 HW1104'OF A PRIVATE ROAD LEADING THROUGH TIMBER, 75 FEET SOUTHEAST
 HW1104'OF THE CENTERLINE OF THE PRIVATE ROAD, 10 FEET EAST OF A SMALL
 HW1104'ROAD WHICH FORKS OFF THE PRIVATE ROAD, AND 30 FEET SOUTHEAST OF
 HW1104'A 3-FOOT OAK TREE.  A STANDARD DISK, STAMPED E 155 1935 AND
 HW1104'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW 12 FEET NORTH
 HW1104'OF A BOARD FENCE AND THERE NO LONGER IS ANY TRACE OF THE SMALL
 HW1104'ROAD WHICH FORKS OFF THE PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3635 ***********************************************************************
 HW3635  DESIGNATION -  E 156 RESET
 HW3635  PID         -  HW3635
 HW3635  STATE/COUNTY-  VA/GREENE
 HW3635  USGS QUAD   -  EARLYSVILLE (1984)
 HW3635
 HW3635                         *CURRENT SURVEY CONTROL
 HW3635  ___________________________________________________________________
 HW3635* NAD 83(1986)-  38 12 59.     (N)    078 24 25.     (W)     SCALED    
 HW3635* NAVD 88     -       203.64   (meters)     668.1    (feet)  RESET     
 HW3635  ___________________________________________________________________
 HW3635  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3635
 HW3635  VERT ORDER  -  THIRD
 HW3635
 HW3635.The horizontal coordinates were scaled from a topographic map and have
 HW3635.an estimated accuracy of +/- 6 seconds.
 HW3635
 HW3635.The orthometric height was computed from unverified reset data.
 HW3635.No vertical observational check was made to the station.
 HW3635
 HW3635.The geoid height was determined by GEOID03.
 HW3635
 HW3635;                    North         East    Units  Estimated Accuracy
 HW3635;SPC VA N     - 2,061,020.    3,508,150.      MT  (+/- 180 meters Scaled)
 HW3635
 HW3635                          SUPERSEDED SURVEY CONTROL
 HW3635
 HW3635  NGVD 29 (03/21/06)  203.85   (m)          668.8    (f) RESET       3  
 HW3635
 HW3635.Superseded values are not recommended for survey control.
 HW3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3635.See file dsdata.txt to determine how the superseded data were derived.
 HW3635
 HW3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC270330(NAD 83)
 HW3635_MARKER: DB = BENCH MARK DISK
 HW3635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3635_SP_SET: CONCRETE POST
 HW3635_STAMPING: E 156 RESET 1985
 HW3635_MARK LOGO: VADHT 
 HW3635_PROJECTION: FLUSH
 HW3635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3635+STABILITY: SURFACE MOTION
 HW3635
 HW3635  HISTORY     - Date     Condition        Report By
 HW3635  HISTORY     - 1985     MONUMENTED       VADHT
 HW3635
 HW3635                          STATION DESCRIPTION
 HW3635
 HW3635'DESCRIBED BY VA DEPT HWYS-TRANSP 1985
 HW3635'3.2 KM (2.00 MI) SW FROM MIDWAY.
 HW3635'2.0 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 743 FROM THE
 HW3635'JUNCTION OF U.S. HIGHWAY 33 AT MIDWAY, 78 FEET NORTH OF THE JUNCTION
 HW3635'OF SECONDARY STATE HIGHWAY 607 AND 644, 48 FEET EAST OF THE
 HW3635'CENTERLINE OF SECONDARY STATE HIGHWAY 743, 17.6 FEET NORTH OF A
 HW3635'POWERPOLE, AND 1.0 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0899 ***********************************************************************
 HW0899  DESIGNATION -  E 157
 HW0899  PID         -  HW0899
 HW0899  STATE/COUNTY-  VA/ROCKINGHAM
 HW0899  USGS QUAD   -  BRIDGEWATER (1989)
 HW0899
 HW0899                         *CURRENT SURVEY CONTROL
 HW0899  ___________________________________________________________________
 HW0899* NAD 83(1986)-  38 22 54.     (N)    078 52 53.     (W)     SCALED    
 HW0899* NAVD 88     -       418.410  (meters)    1372.73   (feet)  ADJUSTED  
 HW0899  ___________________________________________________________________
 HW0899  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0899  DYNAMIC HT  -         418.102 (meters)    1371.72  (feet)  COMP
 HW0899  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 HW0899
 HW0899  VERT ORDER  -  SECOND    CLASS 0
 HW0899
 HW0899.The horizontal coordinates were scaled from a topographic map and have
 HW0899.an estimated accuracy of +/- 6 seconds.
 HW0899
 HW0899.The orthometric height was determined by differential leveling
 HW0899.and adjusted by the National Geodetic Survey in June 1991..
 HW0899
 HW0899.The geoid height was determined by GEOID03.
 HW0899
 HW0899.The dynamic height is computed by dividing the NAVD 88
 HW0899.geopotential number by the normal gravity value computed on the
 HW0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0899.degrees latitude (g = 980.6199 gals.).
 HW0899
 HW0899.The modeled gravity was interpolated from observed gravity values.
 HW0899
 HW0899;                    North         East    Units  Estimated Accuracy
 HW0899;SPC VA N     - 2,079,430.    3,466,680.      MT  (+/- 180 meters Scaled)
 HW0899
 HW0899                          SUPERSEDED SURVEY CONTROL
 HW0899
 HW0899  NGVD 29 (??/??/92)  418.548  (m)         1373.19   (f) ADJ UNCH    2 0
 HW0899
 HW0899.Superseded values are not recommended for survey control.
 HW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0899.See file dsdata.txt to determine how the superseded data were derived.
 HW0899
 HW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC850502(NAD 83)
 HW0899_MARKER: DB = BENCH MARK DISK
 HW0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0899_STAMPING: E-157 1935
 HW0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0899+STABILITY: SURFACE MOTION
 HW0899
 HW0899  HISTORY     - Date     Condition        Report By
 HW0899  HISTORY     - 1935     MONUMENTED       CGS
 HW0899
 HW0899                          STATION DESCRIPTION
 HW0899
 HW0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0899'1.1 MI SE FROM ROCKINGHAM.
 HW0899'1.1 MILES SOUTHEAST ALONG COUNTY ROAD 679 FROM THE BALTIMORE
 HW0899'AND OHIO RAILROAD STATION AT ROCKINGHAM, ROCKINGHAM COUNTY, 20
 HW0899'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST
 HW0899'OF A LOCUST TREE, AND INSIDE THE FENCE.  A STANDARD DISK,
 HW0899'STAMPED E 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1745 ***********************************************************************
 HW1745  DESIGNATION -  E 159
 HW1745  PID         -  HW1745
 HW1745  STATE/COUNTY-  VA/AUGUSTA
 HW1745  USGS QUAD   -  AUGUSTA SPRINGS (1978)
 HW1745
 HW1745                         *CURRENT SURVEY CONTROL
 HW1745  ___________________________________________________________________
 HW1745* NAD 83(1986)-  38 01 07.     (N)    079 16 04.     (W)     SCALED    
 HW1745* NAVD 88     -       557.882  (meters)    1830.32   (feet)  ADJUSTED  
 HW1745  ___________________________________________________________________
 HW1745  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HW1745  DYNAMIC HT  -         557.440 (meters)    1828.87  (feet)  COMP
 HW1745  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 HW1745
 HW1745  VERT ORDER  -  SECOND    CLASS 0
 HW1745
 HW1745.The horizontal coordinates were scaled from a topographic map and have
 HW1745.an estimated accuracy of +/- 6 seconds.
 HW1745
 HW1745.The orthometric height was determined by differential leveling
 HW1745.and adjusted by the National Geodetic Survey in June 1991..
 HW1745
 HW1745.The geoid height was determined by GEOID03.
 HW1745
 HW1745.The dynamic height is computed by dividing the NAVD 88
 HW1745.geopotential number by the normal gravity value computed on the
 HW1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1745.degrees latitude (g = 980.6199 gals.).
 HW1745
 HW1745.The modeled gravity was interpolated from observed gravity values.
 HW1745
 HW1745;                    North         East    Units  Estimated Accuracy
 HW1745;SPC VA N     - 2,039,350.    3,432,580.      MT  (+/- 180 meters Scaled)
 HW1745
 HW1745                          SUPERSEDED SURVEY CONTROL
 HW1745
 HW1745  NGVD 29 (??/??/92)  558.017  (m)         1830.76   (f) ADJ UNCH    2 0
 HW1745
 HW1745.Superseded values are not recommended for survey control.
 HW1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1745.See file dsdata.txt to determine how the superseded data were derived.
 HW1745
 HW1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC520092(NAD 83)
 HW1745_MARKER: DB = BENCH MARK DISK
 HW1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1745_STAMPING: E 159 1935
 HW1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1745+STABILITY: SURFACE MOTION
 HW1745
 HW1745  HISTORY     - Date     Condition        Report By
 HW1745  HISTORY     - 1935     MONUMENTED       CGS
 HW1745
 HW1745                          STATION DESCRIPTION
 HW1745
 HW1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1745'4 MI SW FROM MIDDLEBROOK.
 HW1745'4.0 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1745'AT MIDDLEBROOK, AUGUSTA COUNTY, 20 FEET NORTH OF THE CENTERLINE
 HW1745'OF THE ROAD, AT THE EAST END OF A RED GATE, AND AT THE
 HW1745'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 159 1935 AND SET
 HW1745'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0595 ***********************************************************************
 GW0595  DESIGNATION -  E 16
 GW0595  PID         -  GW0595
 GW0595  STATE/COUNTY-  VA/ALBEMARLE
 GW0595  USGS QUAD   -  HOWARDSVILLE (1987)
 GW0595
 GW0595                         *CURRENT SURVEY CONTROL
 GW0595  ___________________________________________________________________
 GW0595* NAD 83(1986)-  37 44 49.     (N)    078 37 51.     (W)     SCALED    
 GW0595* NAVD 88     -        95.660  (meters)     313.84   (feet)  ADJUSTED  
 GW0595  ___________________________________________________________________
 GW0595  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW0595  DYNAMIC HT  -          95.593 (meters)     313.62  (feet)  COMP
 GW0595  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 GW0595
 GW0595  VERT ORDER  -  FIRST     CLASS II
 GW0595
 GW0595.The horizontal coordinates were scaled from a topographic map and have
 GW0595.an estimated accuracy of +/- 6 seconds.
 GW0595
 GW0595.The orthometric height was determined by differential leveling
 GW0595.and adjusted by the National Geodetic Survey in June 1991..
 GW0595
 GW0595.The geoid height was determined by GEOID03.
 GW0595
 GW0595.The dynamic height is computed by dividing the NAVD 88
 GW0595.geopotential number by the normal gravity value computed on the
 GW0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0595.degrees latitude (g = 980.6199 gals.).
 GW0595
 GW0595.The modeled gravity was interpolated from observed gravity values.
 GW0595
 GW0595;                    North         East    Units  Estimated Accuracy
 GW0595;SPC VA S     - 1,156,890.    3,488,470.      MT  (+/- 180 meters Scaled)
 GW0595
 GW0595                          SUPERSEDED SURVEY CONTROL
 GW0595
 GW0595  NGVD 29 (??/??/92)   95.929  (m)          314.73   (f) ADJ UNCH    1 2
 GW0595
 GW0595.Superseded values are not recommended for survey control.
 GW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0595.See file dsdata.txt to determine how the superseded data were derived.
 GW0595
 GW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB087803(NAD 83)
 GW0595_MARKER: DB = BENCH MARK DISK
 GW0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0595_STAMPING: 314.717 E 16 1928
 GW0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0595+STABILITY: SURFACE MOTION
 GW0595
 GW0595  HISTORY     - Date     Condition        Report By
 GW0595  HISTORY     - 1928     MONUMENTED       CGS
 GW0595  HISTORY     - 1934     GOOD             NGS
 GW0595  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0595
 GW0595                          STATION DESCRIPTION
 GW0595
 GW0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GW0595'1.3 MI NE FROM HOWARDSVILLE.
 GW0595'1.3 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0595'HOWARDSVILLE, 0.2 MILE NORTHEAST OF MILEPOST 90, 86 FEET NORTHWEST
 GW0595'OF A PRIVATE-ROAD CROSSING, 28 FEET SOUTHWEST OF THE SOUTHEAST
 GW0595'POST OF A GATE, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD
 GW0595'DISK, STAMPED 314.717 E 16 1928 AND SET IN THE TOP OF A CONCRETE
 GW0595'POST PROJECTING 10 INCHES ABOVE GROUND.
 GW0595
 GW0595                          STATION RECOVERY (1983)
 GW0595
 GW0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0595'NOT RECOVERED, A SEARCH WAS MADE AND A WITNESS SIGN WAS FOUND NAILED
 GW0595'TO A FENCE POST BUT AFTER A PROBE WAS MADE, NO EVIDENCE OF THE MARK
 GW0595'WAS FOUND.  THIS AREA HAS BEEN BULLDOZED AND IT IS POSSIBLE THAT THE
 GW0595'MARK MAY HAVE BEEN COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1477 ***********************************************************************
 HW1477  DESIGNATION -  E 170
 HW1477  PID         -  HW1477
 HW1477  STATE/COUNTY-  VA/ROCKINGHAM
 HW1477  USGS QUAD   -  COW KNOB (1967)
 HW1477
 HW1477                         *CURRENT SURVEY CONTROL
 HW1477  ___________________________________________________________________
 HW1477* NAD 83(1986)-  38 39 52.     (N)    079 05 35.     (W)     SCALED    
 HW1477* NAVD 88     -      1055.490  (meters)    3462.89   (feet)  ADJUSTED  
 HW1477  ___________________________________________________________________
 HW1477  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 HW1477  DYNAMIC HT  -        1054.621 (meters)    3460.04  (feet)  COMP
 HW1477  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 HW1477
 HW1477  VERT ORDER  -  SECOND    CLASS 0
 HW1477
 HW1477.The horizontal coordinates were scaled from a topographic map and have
 HW1477.an estimated accuracy of +/- 6 seconds.
 HW1477
 HW1477.The orthometric height was determined by differential leveling
 HW1477.and adjusted by the National Geodetic Survey in June 1991..
 HW1477
 HW1477.The geoid height was determined by GEOID03.
 HW1477
 HW1477.The dynamic height is computed by dividing the NAVD 88
 HW1477.geopotential number by the normal gravity value computed on the
 HW1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1477.degrees latitude (g = 980.6199 gals.).
 HW1477
 HW1477.The modeled gravity was interpolated from observed gravity values.
 HW1477
 HW1477;                    North         East    Units  Estimated Accuracy
 HW1477;SPC VA N     - 2,110,920.    3,448,390.      MT  (+/- 180 meters Scaled)
 HW1477
 HW1477                          SUPERSEDED SURVEY CONTROL
 HW1477
 HW1477  NGVD 29 (??/??/92) 1055.554  (m)         3463.10   (f) ADJ UNCH    2 0
 HW1477
 HW1477.Superseded values are not recommended for survey control.
 HW1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1477.See file dsdata.txt to determine how the superseded data were derived.
 HW1477
 HW1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC659812(NAD 83)
 HW1477_MARKER: DB = BENCH MARK DISK
 HW1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1477_STAMPING: E 170 1935
 HW1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1477+STABILITY: SURFACE MOTION
 HW1477
 HW1477  HISTORY     - Date     Condition        Report By
 HW1477  HISTORY     - 1935     MONUMENTED       CGS
 HW1477  HISTORY     - 1960     GOOD             NGS
 HW1477
 HW1477                          STATION DESCRIPTION
 HW1477
 HW1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1477'2.8 MI ENE FROM HALL SPRINGS.
 HW1477'2.8 MILES EAST-NORTHEAST ALONG THE COW KNOB ROAD FROM HALL
 HW1477'SPRINGS, ROCKINGHAM COUNTY, AT THE TOP OF SHENANDOAH MOUNTAIN,
 HW1477'AT A ROAD JUNCTION, 29 FEET NORTH OF THE CENTERLINE OF THE
 HW1477'EAST-AND-WEST ROAD, 25 FEET EAST OF THE CENTERLINE OF THE
 HW1477'ROAD LEADING NORTH, 34 FEET WEST OF THE CENTER OF A SMALL TREE,
 HW1477'AND 4 FEET NORTH OF THE NORTH END OF A GATE ACROSS THE COW
 HW1477'KNOB ROAD.  A STANDARD DISK, STAMPED E 170 1935 AND SET IN
 HW1477'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 HW1477
 HW1477                          STATION RECOVERY (1960)
 HW1477
 HW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3541 ***********************************************************************
 HV3541  DESIGNATION -  E 179
 HV3541  PID         -  HV3541
 HV3541  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3541  USGS QUAD   -  GAINESVILLE (1994)
 HV3541
 HV3541                         *CURRENT SURVEY CONTROL
 HV3541  ___________________________________________________________________
 HV3541* NAD 83(1986)-  38 47 26.     (N)    077 30 55.     (W)     SCALED    
 HV3541* NAVD 88     -        64.973  (meters)     213.17   (feet)  ADJUSTED  
 HV3541  ___________________________________________________________________
 HV3541  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV3541  DYNAMIC HT  -          64.936 (meters)     213.04  (feet)  COMP
 HV3541  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 HV3541
 HV3541  VERT ORDER  -  SECOND    CLASS 0
 HV3541
 HV3541.The horizontal coordinates were scaled from a topographic map and have
 HV3541.an estimated accuracy of +/- 6 seconds.
 HV3541
 HV3541.The orthometric height was determined by differential leveling
 HV3541.and adjusted by the National Geodetic Survey in June 1991..
 HV3541
 HV3541.The geoid height was determined by GEOID03.
 HV3541
 HV3541.The dynamic height is computed by dividing the NAVD 88
 HV3541.geopotential number by the normal gravity value computed on the
 HV3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3541.degrees latitude (g = 980.6199 gals.).
 HV3541
 HV3541.The modeled gravity was interpolated from observed gravity values.
 HV3541
 HV3541;                    North         East    Units  Estimated Accuracy
 HV3541;SPC VA N     - 2,125,210.    3,585,550.      MT  (+/- 180 meters Scaled)
 HV3541
 HV3541                          SUPERSEDED SURVEY CONTROL
 HV3541
 HV3541  NGVD 29 (??/??/??)   65.212  (m)          213.95   (f) ADJUSTED    2 0
 HV3541
 HV3541.Superseded values are not recommended for survey control.
 HV3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3541.See file dsdata.txt to determine how the superseded data were derived.
 HV3541
 HV3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH815965(NAD 83)
 HV3541_MARKER: DB = BENCH MARK DISK
 HV3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3541_STAMPING: E 179 1935
 HV3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3541+STABILITY: SURFACE MOTION
 HV3541
 HV3541  HISTORY     - Date     Condition        Report By
 HV3541  HISTORY     - 1935     MONUMENTED       CGS
 HV3541  HISTORY     - 1943     GOOD             CGS
 HV3541  HISTORY     - 1968     POOR             VADH
 HV3541
 HV3541                          STATION DESCRIPTION
 HV3541
 HV3541'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HV3541'3.8 MI NW FROM MANASSAS.
 HV3541'2.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 HV3541'AT MANASSAS, PRINCE WILLIAM COUNTY, THENCE 1.0 MILE NORTH ALONG
 HV3541'SECONDARY STATE HIGHWAY 661, AND THENCE 0.7 MILE NORTHWEST ALONG
 HV3541'STATE HIGHWAY 234, 29.8 FEET SOUTHWEST OF THE SOUTH END OF A
 HV3541'CONCRETE BRIDGE, 28.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HV3541'12 FEET SOUTHWEST OF A 16-INCH OAK TREE, AND 1 FOOT EAST OF A
 HV3541'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 179 1935
 HV3541'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 HV3541'GROUND.
 HV3541
 HV3541                          STATION RECOVERY (1968)
 HV3541
 HV3541'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 HV3541'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0879 ***********************************************************************
 GW0879  DESIGNATION -  E 18
 GW0879  PID         -  GW0879
 GW0879  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0879  USGS QUAD   -  LEXINGTON (1978)
 GW0879
 GW0879                         *CURRENT SURVEY CONTROL
 GW0879  ___________________________________________________________________
 GW0879* NAD 83(1986)-  37 47 04.     (N)    079 25 13.     (W)     SCALED    
 GW0879* NAVD 88     -       273.998  (meters)     898.94   (feet)  POSTED    
 GW0879  ___________________________________________________________________
 GW0879  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW0879  DYNAMIC HT  -         273.790 (meters)     898.26  (feet)  COMP
 GW0879  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 GW0879
 GW0879  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0879
 GW0879.The horizontal coordinates were scaled from a topographic map and have
 GW0879.an estimated accuracy of +/- 6 seconds.
 GW0879
 GW0879.The orthometric height was determined by differential leveling
 GW0879.and adjusted by the National Geodetic Survey in 1992..
 GW0879.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0879.rate of 0.0 thru 1.0 mm/km.
 GW0879
 GW0879.The geoid height was determined by GEOID03.
 GW0879
 GW0879.The dynamic height is computed by dividing the NAVD 88
 GW0879.geopotential number by the normal gravity value computed on the
 GW0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0879.degrees latitude (g = 980.6199 gals.).
 GW0879
 GW0879.The modeled gravity was interpolated from observed gravity values.
 GW0879
 GW0879;                    North         East    Units  Estimated Accuracy
 GW0879;SPC VA S     - 1,161,440.    3,418,940.      MT  (+/- 180 meters Scaled)
 GW0879
 GW0879                          SUPERSEDED SURVEY CONTROL
 GW0879
 GW0879  NGVD 29 (??/??/92)  274.174  (m)          899.52   (f) ADJ UNCH    1 2
 GW0879
 GW0879.Superseded values are not recommended for survey control.
 GW0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0879.See file dsdata.txt to determine how the superseded data were derived.
 GW0879
 GW0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB391830(NAD 83)
 GW0879_MARKER: DB = BENCH MARK DISK
 GW0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0879_SP_SET: FOUNDATION
 GW0879_STAMPING: 899.519 E 18 1929
 GW0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0879
 GW0879  HISTORY     - Date     Condition        Report By
 GW0879  HISTORY     - 1929     MONUMENTED       CGS
 GW0879  HISTORY     - 1934     GOOD             NGS
 GW0879
 GW0879                          STATION DESCRIPTION
 GW0879
 GW0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 GW0879'1.2 MI SE FROM EAST LEXINGTON.
 GW0879'1-1/4 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0879'THE STATION AT EAST LEXINGTON, ROCKBRIDGE COUNTY, 0.4 MILE SOUTHEAST
 GW0879'OF MILEPOST 18, MIDWAY BETWEEN THE TRACK AND NORTH RIVER, AT A
 GW0879'STEEL POWER-TRANSMISSION LINE STRUCTURE, AND IN THE TOP OF THE
 GW0879'NORTHEAST CORNER OF THE CONCRETE FOUNDATION.  A STANDARD DISK.
 GW0879
 GW0879                          STATION RECOVERY (1934)
 GW0879
 GW0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GW0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0265 ***********************************************************************
 GA0265  DESIGNATION -  E 185
 GA0265  PID         -  GA0265
 GA0265  STATE/COUNTY-  VA/WASHINGTON
 GA0265  USGS QUAD   -  MENDOTA (1976)
 GA0265
 GA0265                         *CURRENT SURVEY CONTROL
 GA0265  ___________________________________________________________________
 GA0265* NAD 83(1986)-  36 41 11.     (N)    082 19 21.     (W)     SCALED    
 GA0265* NAVD 88     -       406.033  (meters)    1332.13   (feet)  ADJUSTED  
 GA0265  ___________________________________________________________________
 GA0265  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA0265  DYNAMIC HT  -         405.669 (meters)    1330.93  (feet)  COMP
 GA0265  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 GA0265
 GA0265  VERT ORDER  -  SECOND    CLASS 0
 GA0265
 GA0265.The horizontal coordinates were scaled from a topographic map and have
 GA0265.an estimated accuracy of +/- 6 seconds.
 GA0265
 GA0265.The orthometric height was determined by differential leveling
 GA0265.and adjusted by the National Geodetic Survey in June 1991..
 GA0265
 GA0265.The geoid height was determined by GEOID03.
 GA0265
 GA0265.The dynamic height is computed by dividing the NAVD 88
 GA0265.geopotential number by the normal gravity value computed on the
 GA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0265.degrees latitude (g = 980.6199 gals.).
 GA0265
 GA0265.The modeled gravity was interpolated from observed gravity values.
 GA0265
 GA0265;                    North         East    Units  Estimated Accuracy
 GA0265;SPC VA S     - 1,046,100.    3,158,450.      MT  (+/- 180 meters Scaled)
 GA0265
 GA0265                          SUPERSEDED SURVEY CONTROL
 GA0265
 GA0265  NGVD 29 (??/??/92)  406.174  (m)         1332.59   (f) ADJ UNCH    2 0
 GA0265
 GA0265.Superseded values are not recommended for survey control.
 GA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0265.See file dsdata.txt to determine how the superseded data were derived.
 GA0265
 GA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA818608(NAD 83)
 GA0265_MARKER: DB = BENCH MARK DISK
 GA0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0265_STAMPING: E 185 1935
 GA0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0265+STABILITY: SURFACE MOTION
 GA0265
 GA0265  HISTORY     - Date     Condition        Report By
 GA0265  HISTORY     - 1935     MONUMENTED       CGS
 GA0265  HISTORY     - 1964     GOOD             TVA
 GA0265
 GA0265                          STATION DESCRIPTION
 GA0265
 GA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0265'1.8 MI S FROM MENDOTA.
 GA0265'1.8 MILES SOUTH ALONG COUNTY HIGHWAY 615 FROM THE POST OFFICE
 GA0265'AT MENDOTA, WASHINGTON COUNTY, 65 YARDS SOUTH OF THE KIT WHITE
 GA0265'RESIDENCE, AT A PRIVATE-ROAD JUNCTION, 55 FEET EAST OF THE
 GA0265'CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE CENTERLINE OF
 GA0265'THE PRIVATE ROAD, 5 FEET NORTHWEST OF A WOODEN GATE, AND 1 FOOT
 GA0265'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 185 1935 AND
 GA0265'SET IN THE TOP OF A CONCRETE POST.
 GA0265
 GA0265                          STATION RECOVERY (1964)
 GA0265
 GA0265'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1964
 GA0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2216 ***********************************************************************
 FZ2216  DESIGNATION -  E 186 RESET
 FZ2216  PID         -  FZ2216
 FZ2216  STATE/COUNTY-  VA/WASHINGTON
 FZ2216  USGS QUAD   -  DAMASCUS (1969)
 FZ2216
 FZ2216                         *CURRENT SURVEY CONTROL
 FZ2216  ___________________________________________________________________
 FZ2216* NAD 83(1986)-  36 43 13.     (N)    081 52 10.     (W)     SCALED    
 FZ2216* NAVD 88     -       587.16   (meters)    1926.4    (feet)  RESET     
 FZ2216  ___________________________________________________________________
 FZ2216  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2216
 FZ2216  VERT ORDER  -  THIRD
 FZ2216
 FZ2216.The horizontal coordinates were scaled from a topographic map and have
 FZ2216.an estimated accuracy of +/- 6 seconds.
 FZ2216
 FZ2216.The orthometric height was computed from unverified reset data.
 FZ2216.No vertical observational check was made to the station.
 FZ2216
 FZ2216.The geoid height was determined by GEOID03.
 FZ2216
 FZ2216;                    North         East    Units  Estimated Accuracy
 FZ2216;SPC VA S     - 1,048,310.    3,199,050.      MT  (+/- 180 meters Scaled)
 FZ2216
 FZ2216                          SUPERSEDED SURVEY CONTROL
 FZ2216
 FZ2216  NGVD 29 (03/21/06)  587.25   (m)         1926.7    (f) RESET       3  
 FZ2216
 FZ2216.Superseded values are not recommended for survey control.
 FZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2216.See file dsdata.txt to determine how the superseded data were derived.
 FZ2216
 FZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA223641(NAD 83)
 FZ2216_MARKER: DB = BENCH MARK DISK
 FZ2216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ2216_SP_SET: WINGWALL
 FZ2216_STAMPING: E 186 RESET 1983
 FZ2216_MARK LOGO: VADHT 
 FZ2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2216+STABILITY: SURFACE MOTION
 FZ2216
 FZ2216  HISTORY     - Date     Condition        Report By
 FZ2216  HISTORY     - 1983     MONUMENTED       VADHT
 FZ2216
 FZ2216                          STATION DESCRIPTION
 FZ2216
 FZ2216'DESCRIBED BY VA DEPT HWYS-TRANSP 1983
 FZ2216'2.4 KM (1.50 MI) SW FROM MEADOWVIEW.
 FZ2216'1.5 MILES SOUTHWEST ALONG THE NORFOLK AND SOUTHERN RAILWAY FROM THE
 FZ2216'STATION IN MEADOWVIEW, 2.6 MILES SOUTH ALONG STATE SECONDARY HIGHWAY
 FZ2216'694, 1.3 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 11
 FZ2216'(LEE HIGHWAY), 50 YARDS NORTHWEST OF DAVE ROBINITTE RESIDENCE, 14 FEET
 FZ2216'WEST OF CENTERLINE, AND IN NORTHWEST WINGWALL OF BRIDGE OVER GREEN
 FZ2216'WAY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1023 ***********************************************************************
 HW1023  DESIGNATION -  E 19
 HW1023  PID         -  HW1023
 HW1023  STATE/COUNTY-  VA/AUGUSTA
 HW1023  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1023
 HW1023                         *CURRENT SURVEY CONTROL
 HW1023  ___________________________________________________________________
 HW1023* NAD 83(1986)-  38 15 33.     (N)    078 57 17.     (W)     SCALED    
 HW1023* NAVD 88     -       384.021  (meters)    1259.91   (feet)  ADJUSTED  
 HW1023  ___________________________________________________________________
 HW1023  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HW1023  DYNAMIC HT  -         383.736 (meters)    1258.97  (feet)  COMP
 HW1023  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 HW1023
 HW1023  VERT ORDER  -  FIRST     CLASS II
 HW1023
 HW1023.The horizontal coordinates were scaled from a topographic map and have
 HW1023.an estimated accuracy of +/- 6 seconds.
 HW1023
 HW1023.The orthometric height was determined by differential leveling
 HW1023.and adjusted by the National Geodetic Survey in June 1991..
 HW1023
 HW1023.The geoid height was determined by GEOID03.
 HW1023
 HW1023.The dynamic height is computed by dividing the NAVD 88
 HW1023.geopotential number by the normal gravity value computed on the
 HW1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1023.degrees latitude (g = 980.6199 gals.).
 HW1023
 HW1023.The modeled gravity was interpolated from observed gravity values.
 HW1023
 HW1023;                    North         East    Units  Estimated Accuracy
 HW1023;SPC VA N     - 2,065,870.    3,460,200.      MT  (+/- 180 meters Scaled)
 HW1023
 HW1023                          SUPERSEDED SURVEY CONTROL
 HW1023
 HW1023  NGVD 29 (??/??/92)  384.160  (m)         1260.36   (f) ADJ UNCH    1 2
 HW1023
 HW1023.Superseded values are not recommended for survey control.
 HW1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1023.See file dsdata.txt to determine how the superseded data were derived.
 HW1023
 HW1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC789365(NAD 83)
 HW1023_MARKER: DB = BENCH MARK DISK
 HW1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1023_STAMPING: E 19 1929 1260.365
 HW1023_MARK LOGO: CGS   
 HW1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1023+STABILITY: SURFACE MOTION
 HW1023
 HW1023  HISTORY     - Date     Condition        Report By
 HW1023  HISTORY     - 1929     MONUMENTED       CGS
 HW1023  HISTORY     - 1958     GOOD             NGS
 HW1023  HISTORY     - 1984     GOOD             NGS
 HW1023
 HW1023                          STATION DESCRIPTION
 HW1023
 HW1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1023'AT MT SIDNEY.
 HW1023'AT MT. SIDNEY, ALONG THE CHESAPEAKE WESTERN RAILWAY, 0.2 MILE
 HW1023'NORTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT MT. SIDNEY,
 HW1023'THENCE 0.2 MILE SOUTHEAST ALONG COUNTY ROAD NO. 773, 16 1/2
 HW1023'RAILS NORTH OF THE CROSSING OF THE COUNTY ROAD, 27 FEET WEST
 HW1023'OF THE WEST RAIL, 163 FEET NORTHWEST OF THE NORTH END OF THE
 HW1023'WEST HEADWALL OF A BOX CULVERT UNDER THE TRACK, 32 1/2 FEET
 HW1023'SOUTHEAST OF A FENCE CORNER, 15 FEET EAST OF A FENCE LINE, 3
 HW1023'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 HW1023'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 HW1023
 HW1023                          STATION RECOVERY (1984)
 HW1023
 HW1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1383 ***********************************************************************
 HW1383  DESIGNATION -  E 20
 HW1383  PID         -  HW1383
 HW1383  STATE/COUNTY-  VA/SHENANDOAH
 HW1383  USGS QUAD   -  EDINBURG (1994)
 HW1383
 HW1383                         *CURRENT SURVEY CONTROL
 HW1383  ___________________________________________________________________
 HW1383* NAD 83(1986)-  38 48 31.     (N)    078 35 41.     (W)     SCALED    
 HW1383* NAVD 88     -       282.625  (meters)     927.25   (feet)  ADJUSTED  
 HW1383  ___________________________________________________________________
 HW1383  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HW1383  DYNAMIC HT  -         282.435 (meters)     926.62  (feet)  COMP
 HW1383  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HW1383
 HW1383  VERT ORDER  -  FIRST     CLASS II
 HW1383
 HW1383.The horizontal coordinates were scaled from a topographic map and have
 HW1383.an estimated accuracy of +/- 6 seconds.
 HW1383
 HW1383.The orthometric height was determined by differential leveling
 HW1383.and adjusted by the National Geodetic Survey in June 1991..
 HW1383
 HW1383.The geoid height was determined by GEOID03.
 HW1383
 HW1383.The dynamic height is computed by dividing the NAVD 88
 HW1383.geopotential number by the normal gravity value computed on the
 HW1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1383.degrees latitude (g = 980.6199 gals.).
 HW1383
 HW1383.The modeled gravity was interpolated from observed gravity values.
 HW1383
 HW1383;                    North         East    Units  Estimated Accuracy
 HW1383;SPC VA N     - 2,126,760.    3,491,770.      MT  (+/- 180 meters Scaled)
 HW1383
 HW1383                          SUPERSEDED SURVEY CONTROL
 HW1383
 HW1383  NGVD 29 (??/??/92)  282.778  (m)          927.75   (f) ADJ UNCH    1 2
 HW1383
 HW1383.Superseded values are not recommended for survey control.
 HW1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1383.See file dsdata.txt to determine how the superseded data were derived.
 HW1383
 HW1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC088982(NAD 83)
 HW1383_MARKER: DB = BENCH MARK DISK
 HW1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1383_STAMPING: 927.747 E 20 1929
 HW1383_MARK LOGO: CGS   
 HW1383_PROJECTION: PROJECTING 9 CENTIMETERS
 HW1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1383+STABILITY: SURFACE MOTION
 HW1383
 HW1383  HISTORY     - Date     Condition        Report By
 HW1383  HISTORY     - 1929     MONUMENTED       CGS
 HW1383  HISTORY     - 1934     GOOD             NGS
 HW1383  HISTORY     - 1983     GOOD             NGS
 HW1383
 HW1383                          STATION DESCRIPTION
 HW1383
 HW1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HW1383'AT BOWMAN.
 HW1383'AT BOWMAN, SHENANDOAH COUNTY, 200 FEET SOUTH OF THE POST OFFICE,
 HW1383'8 FEET SOUTH OF THE SOUTHEAST POST SUPPORTING THE SOUTHERN RAILWAY
 HW1383'STATION SIGN, AT A PRIVATE-ROAD CROSSING, 31 FEET SOUTHEAST OF
 HW1383'THE CENTERLINE OF THE MAIN TRACK, 15 FEET NORTHEAST OF THE
 HW1383'CENTERLINE OF THE ROAD, 9 FEET NORTHEAST OF AN IRON GATEPOST, AND
 HW1383'2 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED 927.747 E
 HW1383'20 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 HW1383'ABOVE GROUND.
 HW1383
 HW1383                          STATION RECOVERY (1934)
 HW1383
 HW1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HW1383'RECOVERED IN GOOD CONDITION.
 HW1383
 HW1383                          STATION RECOVERY (1983)
 HW1383
 HW1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1383'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.7 KM (1.75 MI)
 HW1383'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN EDINBURG,
 HW1383'THENCE 0.2 KM (0.15 MI) WEST ALONG COUNTY ROAD 614 TO THE RAILROAD AND
 HW1383'THE MARK ON THE LEFT, TEN RAILS SOUTHWEST OF THE CROSSING, 9.4 METERS
 HW1383'(31.0 FT) SOUTHEAST OF THE CENTER OF THE RAILROAD TRACKS, 4.5 METERS
 HW1383'(15.0 FT) NORTHEAST OF THE CENTER OF A FIELD ROAD, 0.60 METER (2.0 FT)
 HW1383'NORTHWEST OF A FENCE.
 HW1383'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 HW1383'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0184 ***********************************************************************
 JW0184  DESIGNATION -  E 21
 JW0184  PID         -  JW0184
 JW0184  STATE/COUNTY-  VA/CLARKE
 JW0184  USGS QUAD   -  STEPHENSON (1987)
 JW0184
 JW0184                         *CURRENT SURVEY CONTROL
 JW0184  ___________________________________________________________________
 JW0184* NAD 83(1986)-  39 14 33.     (N)    078 02 21.     (W)     SCALED    
 JW0184* NAVD 88     -       152.369  (meters)     499.90   (feet)  ADJUSTED  
 JW0184  ___________________________________________________________________
 JW0184  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JW0184  DYNAMIC HT  -         152.275 (meters)     499.59  (feet)  COMP
 JW0184  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JW0184
 JW0184  VERT ORDER  -  FIRST     CLASS II
 JW0184
 JW0184.The horizontal coordinates were scaled from a topographic map and have
 JW0184.an estimated accuracy of +/- 6 seconds.
 JW0184
 JW0184.The orthometric height was determined by differential leveling
 JW0184.and adjusted by the National Geodetic Survey in June 1991..
 JW0184
 JW0184.The geoid height was determined by GEOID03.
 JW0184
 JW0184.The dynamic height is computed by dividing the NAVD 88
 JW0184.geopotential number by the normal gravity value computed on the
 JW0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0184.degrees latitude (g = 980.6199 gals.).
 JW0184
 JW0184.The modeled gravity was interpolated from observed gravity values.
 JW0184
 JW0184;                    North         East    Units  Estimated Accuracy
 JW0184;SPC VA N     - 2,175,020.    3,539,780.      MT  (+/- 180 meters Scaled)
 JW0184
 JW0184                          SUPERSEDED SURVEY CONTROL
 JW0184
 JW0184  NGVD 29 (??/??/92)  152.544  (m)          500.47   (f) ADJ UNCH    1 2
 JW0184
 JW0184.Superseded values are not recommended for survey control.
 JW0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0184.See file dsdata.txt to determine how the superseded data were derived.
 JW0184
 JW0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD555478(NAD 83)
 JW0184_MARKER: DB = BENCH MARK DISK
 JW0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0184_SP_SET: BUILDING
 JW0184_STAMPING: 500.471 E 21 1929
 JW0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0184
 JW0184  HISTORY     - Date     Condition        Report By
 JW0184  HISTORY     - 1929     MONUMENTED       CGS
 JW0184  HISTORY     - 1934     GOOD             NGS
 JW0184  HISTORY     - 1983     GOOD             NGS
 JW0184
 JW0184                          STATION DESCRIPTION
 JW0184
 JW0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JW0184'AT WADESVILLE.
 JW0184'AT WADESVILLE, CLARKE COUNTY, NEAR THE BALTIMORE AND OHIO RAILROAD
 JW0184'STATION, 60 FEET SOUTHWEST OF THE POST OFFICE, IN THE EAST WALL OF
 JW0184'A CONCRETE WAREHOUSE, 1 FOOT SOUTH OF THE NORTHEAST CORNER, 27
 JW0184'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3-1/2 FEET
 JW0184'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 500.471 E 21 1929
 JW0184'AND SET VERTICALLY.
 JW0184
 JW0184                          STATION RECOVERY (1934)
 JW0184
 JW0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JW0184'RECOVERED IN GOOD CONDITION.
 JW0184
 JW0184                          STATION RECOVERY (1983)
 JW0184
 JW0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1205 ***********************************************************************
 FZ1205  DESIGNATION -  E 217
 FZ1205  PID         -  FZ1205
 FZ1205  STATE/COUNTY-  VA/WASHINGTON
 FZ1205  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1205
 FZ1205                         *CURRENT SURVEY CONTROL
 FZ1205  ___________________________________________________________________
 FZ1205* NAD 83(1986)-  36 37 08.     (N)    081 57 38.     (W)     SCALED    
 FZ1205* NAVD 88     -       510.813  (meters)    1675.89   (feet)  ADJUSTED  
 FZ1205  ___________________________________________________________________
 FZ1205  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ1205  DYNAMIC HT  -         510.342 (meters)    1674.35  (feet)  COMP
 FZ1205  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 FZ1205
 FZ1205  VERT ORDER  -  SECOND    CLASS 0
 FZ1205
 FZ1205.The horizontal coordinates were scaled from a topographic map and have
 FZ1205.an estimated accuracy of +/- 6 seconds.
 FZ1205
 FZ1205.The orthometric height was determined by differential leveling
 FZ1205.and adjusted by the National Geodetic Survey in June 1991..
 FZ1205
 FZ1205.The geoid height was determined by GEOID03.
 FZ1205
 FZ1205.The dynamic height is computed by dividing the NAVD 88
 FZ1205.geopotential number by the normal gravity value computed on the
 FZ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1205.degrees latitude (g = 980.6199 gals.).
 FZ1205
 FZ1205.The modeled gravity was interpolated from observed gravity values.
 FZ1205
 FZ1205;                    North         East    Units  Estimated Accuracy
 FZ1205;SPC VA S     - 1,037,360.    3,190,500.      MT  (+/- 180 meters Scaled)
 FZ1205
 FZ1205                          SUPERSEDED SURVEY CONTROL
 FZ1205
 FZ1205  NGVD 29 (??/??/92)  510.920  (m)         1676.24   (f) ADJ UNCH    2 0
 FZ1205
 FZ1205.Superseded values are not recommended for survey control.
 FZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1205.See file dsdata.txt to determine how the superseded data were derived.
 FZ1205
 FZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA141530(NAD 83)
 FZ1205_MARKER: DB = BENCH MARK DISK
 FZ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1205_STAMPING: E 217 1935
 FZ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1205+STABILITY: SURFACE MOTION
 FZ1205
 FZ1205  HISTORY     - Date     Condition        Report By
 FZ1205  HISTORY     - 1935     MONUMENTED       CGS
 FZ1205
 FZ1205                          STATION DESCRIPTION
 FZ1205
 FZ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1205'3.3 MI NE FROM WOOD MILL.
 FZ1205'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION
 FZ1205'OF STATE SECONDARY HIGHWAY 663 AT WOOD MILL, WASHINGTON COUNTY,
 FZ1205'2.2 MILES EAST ALONG STATE SECONDARY HIGHWAY 664, AND 1.1 MILES
 FZ1205'SOUTHEAST ALONG STATE SECONDARY HIGHWAY 672, 20 YARDS EAST OF THE
 FZ1205'EAST BANK OF HOLSTON RIVER, 6 YARDS WEST OF THE CENTERLINE OF THE
 FZ1205'HIGHWAY, 5 YARDS SOUTHWEST OF A LARGE OAK TREE, AND 1 FOOT
 FZ1205'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 217 1935 AND
 FZ1205'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1209 ***********************************************************************
 GA1209  DESIGNATION -  E 22
 GA1209  PID         -  GA1209
 GA1209  STATE/COUNTY-  VA/WISE
 GA1209  USGS QUAD   -  BIG STONE GAP (1991)
 GA1209
 GA1209                         *CURRENT SURVEY CONTROL
 GA1209  ___________________________________________________________________
 GA1209* NAD 83(1986)-  36 48 57.     (N)    082 46 54.     (W)     SCALED    
 GA1209* NAVD 88     -       573.310  (meters)    1880.93   (feet)  ADJUSTED  
 GA1209  ___________________________________________________________________
 GA1209  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1209  DYNAMIC HT  -         572.797 (meters)    1879.25  (feet)  COMP
 GA1209  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 GA1209
 GA1209  VERT ORDER  -  FIRST     CLASS I
 GA1209
 GA1209.The horizontal coordinates were scaled from a topographic map and have
 GA1209.an estimated accuracy of +/- 6 seconds.
 GA1209
 GA1209.The orthometric height was determined by differential leveling
 GA1209.and adjusted by the National Geodetic Survey in June 1991..
 GA1209.WARNING-Repeat measurements at this control monument indicate possible
 GA1209.vertical movement.
 GA1209
 GA1209.The geoid height was determined by GEOID03.
 GA1209
 GA1209.The dynamic height is computed by dividing the NAVD 88
 GA1209.geopotential number by the normal gravity value computed on the
 GA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1209.degrees latitude (g = 980.6199 gals.).
 GA1209
 GA1209.The modeled gravity was interpolated from observed gravity values.
 GA1209
 GA1209;                    North         East    Units  Estimated Accuracy
 GA1209;SPC VA S     - 1,062,210.    3,118,100.      MT  (+/- 180 meters Scaled)
 GA1209
 GA1209                          SUPERSEDED SURVEY CONTROL
 GA1209
 GA1209  NGVD 29 (??/??/92)  573.444  (m)         1881.37   (f) ADJ UNCH    1 1
 GA1209
 GA1209.Superseded values are not recommended for survey control.
 GA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1209.See file dsdata.txt to determine how the superseded data were derived.
 GA1209
 GA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA410759(NAD 83)
 GA1209_MARKER: DB = BENCH MARK DISK
 GA1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1209_SP_SET: CULVERT
 GA1209_STAMPING: E 22 1930 1881.663
 GA1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1209
 GA1209  HISTORY     - Date     Condition        Report By
 GA1209  HISTORY     - 1930     MONUMENTED       CGS
 GA1209  HISTORY     - 1967     GOOD             NGS
 GA1209
 GA1209                          STATION DESCRIPTION
 GA1209
 GA1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1209'4.6 MI SW FROM EAST STONE GAP.
 GA1209'ABOUT 4.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1209'RAILROAD FROM THE ELEMENTARY SCHOOL AT EAST STONE GAP, 0.25 MILE
 GA1209'SOUTHWEST OF MILEPOST 10, 27 FEET NORTHWEST OF THE NORTHWEST
 GA1209'RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE
 GA1209'NORTHWEST CONCRETE WING WALL OF A 36-INCH CORRUGATED METAL CULVERT,
 GA1209'71 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 23, 2.3 FEET
 GA1209'WEST OF A METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL
 GA1209'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3338 ***********************************************************************
 HV3338  DESIGNATION -  E 221
 HV3338  PID         -  HV3338
 HV3338  STATE/COUNTY-  VA/ORANGE
 HV3338  USGS QUAD   -  UNIONVILLE (1983)
 HV3338
 HV3338                         *CURRENT SURVEY CONTROL
 HV3338  ___________________________________________________________________
 HV3338* NAD 83(1986)-  38 15 43.     (N)    077 59 22.     (W)     SCALED    
 HV3338* NAVD 88     -       145.601  (meters)     477.69   (feet)  ADJUSTED  
 HV3338  ___________________________________________________________________
 HV3338  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV3338  DYNAMIC HT  -         145.508 (meters)     477.39  (feet)  COMP
 HV3338  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 HV3338
 HV3338  VERT ORDER  -  FIRST     CLASS II
 HV3338
 HV3338.The horizontal coordinates were scaled from a topographic map and have
 HV3338.an estimated accuracy of +/- 6 seconds.
 HV3338
 HV3338.The orthometric height was determined by differential leveling
 HV3338.and adjusted by the National Geodetic Survey in June 1991..
 HV3338
 HV3338.The geoid height was determined by GEOID03.
 HV3338
 HV3338.The dynamic height is computed by dividing the NAVD 88
 HV3338.geopotential number by the normal gravity value computed on the
 HV3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3338.degrees latitude (g = 980.6199 gals.).
 HV3338
 HV3338.The modeled gravity was interpolated from observed gravity values.
 HV3338
 HV3338;                    North         East    Units  Estimated Accuracy
 HV3338;SPC VA N     - 2,066,200.    3,544,680.      MT  (+/- 180 meters Scaled)
 HV3338
 HV3338                          SUPERSEDED SURVEY CONTROL
 HV3338
 HV3338  NGVD 29 (??/??/??)  145.868  (m)          478.57   (f) ADJUSTED    1 2
 HV3338
 HV3338.Superseded values are not recommended for survey control.
 HV3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3338.See file dsdata.txt to determine how the superseded data were derived.
 HV3338
 HV3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH384391(NAD 83)
 HV3338_MARKER: DB = BENCH MARK DISK
 HV3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3338_STAMPING: E 221 1938
 HV3338_MARK LOGO: CGS   
 HV3338_PROJECTION: PROJECTING 10 CENTIMETERS
 HV3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3338+STABILITY: SURFACE MOTION
 HV3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3338+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV3338
 HV3338  HISTORY     - Date     Condition        Report By
 HV3338  HISTORY     - 1938     MONUMENTED       CGS
 HV3338  HISTORY     - 1984     GOOD             NGS
 HV3338  HISTORY     - 19980930 GOOD             USPSQD
 HV3338  HISTORY     - 20030308 GOOD             USPSQD
 HV3338  HISTORY     - 20060112 GOOD             USPSQD
 HV3338
 HV3338                          STATION DESCRIPTION
 HV3338
 HV3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 HV3338'7.1 MI E FROM ORANGE.
 HV3338'7.1 MILES EAST ALONG THE VIRGINIA CENTRAL RAILWAY FROM ORANGE,
 HV3338'ORANGE COUNTY, AT THE OAK GROVE CAMP, ABOUT 100 FEET NORTHEAST
 HV3338'OF A DOUBLE-TOURIST CABIN, 9 FEET NORTH OF A LARGE OAK TREE, AND
 HV3338'15 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HV3338'DISK, STAMPED E 221 1938 AND SET IN THE TOP OF A CONCRETE POST.
 HV3338
 HV3338                          STATION RECOVERY (1984)
 HV3338
 HV3338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3338'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.0 KM (1.85 MI)
 HV3338'SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF U.S.
 HV3338'HIGHWAY 522 IN UNIONVILLE TO THE MARK ON THE RIGHT, IN DENSE BRUSH
 HV3338'APPROXIMATELY 60.96 METERS (200.0 FT) NORTHEAST OF AN ABANDONED
 HV3338'SERVICE STATION WITH ABANDONED CABINS IN THE REAR, AT THE NORTHEAST
 HV3338'CORNER OF THE PROPERTY, 4.78 METERS (15.7 FT) SOUTHWEST OF A BOARD
 HV3338'FENCE, 2.38 METERS (7.8 FT) SOUTH-SOUTHEAST OF A BARBED WIRE FENCE.
 HV3338'THE MARK IS 2.74 METERS  SSE FROM A WITNESS POST.
 HV3338'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HV3338
 HV3338                          STATION RECOVERY (1998)
 HV3338
 HV3338'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3338'RECOVERED IN GOOD CONDITION.
 HV3338
 HV3338                          STATION RECOVERY (2003)
 HV3338
 HV3338'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV3338'RECOVERED IN GOOD CONDITION.
 HV3338
 HV3338                          STATION RECOVERY (2006)
 HV3338
 HV3338'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV3338'MARK IS 300 FEET NORTH OF CENTERLINE OF STATE HWY 20
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3821 ***********************************************************************
 HV3821  DESIGNATION -  E 223
 HV3821  PID         -  HV3821
 HV3821  STATE/COUNTY-  VA/FAUQUIER
 HV3821  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3821
 HV3821                         *CURRENT SURVEY CONTROL
 HV3821  ___________________________________________________________________
 HV3821* NAD 83(1986)-  38 45 58.     (N)    077 43 26.     (W)     SCALED    
 HV3821* NAVD 88     -       143.861  (meters)     471.98   (feet)  ADJUSTED  
 HV3821  ___________________________________________________________________
 HV3821  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV3821  DYNAMIC HT  -         143.778 (meters)     471.71  (feet)  COMP
 HV3821  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 HV3821
 HV3821  VERT ORDER  -  SECOND    CLASS 0
 HV3821
 HV3821.The horizontal coordinates were scaled from a topographic map and have
 HV3821.an estimated accuracy of +/- 6 seconds.
 HV3821
 HV3821.The orthometric height was determined by differential leveling
 HV3821.and adjusted by the National Geodetic Survey in June 1991..
 HV3821
 HV3821.The geoid height was determined by GEOID03.
 HV3821
 HV3821.The dynamic height is computed by dividing the NAVD 88
 HV3821.geopotential number by the normal gravity value computed on the
 HV3821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3821.degrees latitude (g = 980.6199 gals.).
 HV3821
 HV3821.The modeled gravity was interpolated from observed gravity values.
 HV3821
 HV3821;                    North         East    Units  Estimated Accuracy
 HV3821;SPC VA N     - 2,122,320.    3,567,450.      MT  (+/- 180 meters Scaled)
 HV3821
 HV3821                          SUPERSEDED SURVEY CONTROL
 HV3821
 HV3821  NGVD 29 (??/??/??)  144.096  (m)          472.75   (f) ADJUSTED    2 0
 HV3821
 HV3821.Superseded values are not recommended for survey control.
 HV3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3821.See file dsdata.txt to determine how the superseded data were derived.
 HV3821
 HV3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH633943(NAD 83)
 HV3821_MARKER: DB = BENCH MARK DISK
 HV3821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3821_SP_SET: CURB
 HV3821_STAMPING: E-223 1941
 HV3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3821
 HV3821  HISTORY     - Date     Condition        Report By
 HV3821  HISTORY     - 1941     MONUMENTED       CGS
 HV3821
 HV3821                          STATION DESCRIPTION
 HV3821
 HV3821'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3821'5.6 MI NE FROM WARRENTON.
 HV3821'5.6 MILES NORTH-EAST ALONG U.S. HIGHWAY 211 FROM THE COURT
 HV3821'HOUSE AT WARRENTON, AT NEW BALTIMORE, SET IN THE CURBING AT THE
 HV3821'WEST END OF THE SOUTH GUARD RAIL OF CONCRETE BRIDGE, 12 FEET SOUTH
 HV3821'OF THE CENTER-LINE OF 211, 237 FEET SOUTH-WEST OF INTERSECTION
 HV3821'OF 211 AND 674.  A STANDARD DISK STAMPED E-223 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3822 ***********************************************************************
 HV3822  DESIGNATION -  E 223 RESET 1954
 HV3822  PID         -  HV3822
 HV3822  STATE/COUNTY-  VA/FAUQUIER
 HV3822  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3822
 HV3822                         *CURRENT SURVEY CONTROL
 HV3822  ___________________________________________________________________
 HV3822* NAD 83(1986)-  38 45 58.     (N)    077 43 26.     (W)     SCALED    
 HV3822* NAVD 88     -       144.873  (meters)     475.30   (feet)  ADJUSTED  
 HV3822  ___________________________________________________________________
 HV3822  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV3822  DYNAMIC HT  -         144.788 (meters)     475.03  (feet)  COMP
 HV3822  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 HV3822
 HV3822  VERT ORDER  -  SECOND    CLASS 0
 HV3822
 HV3822.The horizontal coordinates were scaled from a topographic map and have
 HV3822.an estimated accuracy of +/- 6 seconds.
 HV3822
 HV3822.The orthometric height was determined by differential leveling
 HV3822.and adjusted by the National Geodetic Survey in June 1991..
 HV3822
 HV3822.The geoid height was determined by GEOID03.
 HV3822
 HV3822.The dynamic height is computed by dividing the NAVD 88
 HV3822.geopotential number by the normal gravity value computed on the
 HV3822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3822.degrees latitude (g = 980.6199 gals.).
 HV3822
 HV3822.The modeled gravity was interpolated from observed gravity values.
 HV3822
 HV3822;                    North         East    Units  Estimated Accuracy
 HV3822;SPC VA N     - 2,122,320.    3,567,450.      MT  (+/- 180 meters Scaled)
 HV3822
 HV3822                          SUPERSEDED SURVEY CONTROL
 HV3822
 HV3822  NGVD 29 (??/??/??)  145.103  (m)          476.06   (f) ADJUSTED    2 0
 HV3822
 HV3822.Superseded values are not recommended for survey control.
 HV3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3822.See file dsdata.txt to determine how the superseded data were derived.
 HV3822
 HV3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH633943(NAD 83)
 HV3822_MARKER: DB = BENCH MARK DISK
 HV3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3822_STAMPING: E 223 RESET 1954
 HV3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3822+STABILITY: SURFACE MOTION
 HV3822
 HV3822  HISTORY     - Date     Condition        Report By
 HV3822  HISTORY     - 1954     MONUMENTED       CGS
 HV3822  HISTORY     - 1960     GOOD             CGS
 HV3822
 HV3822                          STATION DESCRIPTION
 HV3822
 HV3822'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3822'5.6 MI NE FROM WARRENTON.
 HV3822'ABOUT 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 29 AND 211 FROM THE
 HV3822'COURTHOUSE AT WARRENTON, AT NEW BALTIMORE, AT THE JUNCTION OF
 HV3822'COUNTY ROAD 674, 63 FEET NORTHWEST OF THE CENTER LINE OF WEST
 HV3822'BOUND LANE OF HIGHWAY 29 AND 211, 50 FEET NORTHWEST OF THE
 HV3822'CENTER LINE OF COUNTY ROAD 674, 68 FEET SOUTH OF A FENCE CORNER,
 HV3822'1 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE LINE, ABOUT 1 FOOT ABOVE
 HV3822'THE LEVEL OF THE HIGHWAYS, AND SET IN TOP OF A CONCRETE POST
 HV3822'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3952 ***********************************************************************
 HV3952  DESIGNATION -  E 224
 HV3952  PID         -  HV3952
 HV3952  STATE/COUNTY-  VA/FAUQUIER
 HV3952  USGS QUAD   -  WARRENTON (1978)
 HV3952
 HV3952                         *CURRENT SURVEY CONTROL
 HV3952  ___________________________________________________________________
 HV3952* NAD 83(1986)-  38 39 10.     (N)    077 46 32.     (W)     SCALED    
 HV3952* NAVD 88     -       130.477  (meters)     428.07   (feet)  ADJUSTED  
 HV3952  ___________________________________________________________________
 HV3952  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV3952  DYNAMIC HT  -         130.400 (meters)     427.82  (feet)  COMP
 HV3952  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 HV3952
 HV3952  VERT ORDER  -  SECOND    CLASS 0
 HV3952
 HV3952.The horizontal coordinates were scaled from a topographic map and have
 HV3952.an estimated accuracy of +/- 6 seconds.
 HV3952
 HV3952.The orthometric height was determined by differential leveling
 HV3952.and adjusted by the National Geodetic Survey in June 1991..
 HV3952
 HV3952.The geoid height was determined by GEOID03.
 HV3952
 HV3952.The dynamic height is computed by dividing the NAVD 88
 HV3952.geopotential number by the normal gravity value computed on the
 HV3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3952.degrees latitude (g = 980.6199 gals.).
 HV3952
 HV3952.The modeled gravity was interpolated from observed gravity values.
 HV3952
 HV3952;                    North         East    Units  Estimated Accuracy
 HV3952;SPC VA N     - 2,109,710.    3,563,060.      MT  (+/- 180 meters Scaled)
 HV3952
 HV3952                          SUPERSEDED SURVEY CONTROL
 HV3952
 HV3952  NGVD 29 (??/??/??)  130.711  (m)          428.84   (f) ADJUSTED    2 0
 HV3952
 HV3952.Superseded values are not recommended for survey control.
 HV3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3952.See file dsdata.txt to determine how the superseded data were derived.
 HV3952
 HV3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH584819(NAD 83)
 HV3952_MARKER: DB = BENCH MARK DISK
 HV3952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3952_SP_SET: CULVERT
 HV3952_STAMPING: E 224 1941
 HV3952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3952
 HV3952  HISTORY     - Date     Condition        Report By
 HV3952  HISTORY     - 1941     MONUMENTED       CGS
 HV3952
 HV3952                          STATION DESCRIPTION
 HV3952
 HV3952'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3952'5.1 MI SE FROM WARRENTON.
 HV3952'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 643 FROM THE
 HV3952'SOUTHERN RAILWAY STATION AT WARRENTON, FAUQUIER COUNTY, THENCE
 HV3952'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 616, ABOUT 0.2 MILE
 HV3952'WEST OF THE WEST JUNCTION OF STATE HIGHWAY 674, ABOUT 105 FEET
 HV3952'SOUTHEAST OF A TRIANGULAR-BLAZED 18-INCH OAK TREE, AT A ROCK
 HV3952'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTHWEST END, 10 FEET
 HV3952'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET NORTHEAST
 HV3952'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 224 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3653 ***********************************************************************
 HV3653  DESIGNATION -  E 225
 HV3653  PID         -  HV3653
 HV3653  STATE/COUNTY-  VA/FAUQUIER
 HV3653  USGS QUAD   -  JEFFERSONTON (1983)
 HV3653
 HV3653                         *CURRENT SURVEY CONTROL
 HV3653  ___________________________________________________________________
 HV3653* NAD 83(1986)-  38 41 10.     (N)    077 53 01.     (W)     SCALED    
 HV3653* NAVD 88     -       169.454  (meters)     555.95   (feet)  ADJUSTED  
 HV3653  ___________________________________________________________________
 HV3653  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV3653  DYNAMIC HT  -         169.352 (meters)     555.62  (feet)  COMP
 HV3653  MODELED GRAV-     980,022.5   (mgal)                       NAVD 88
 HV3653
 HV3653  VERT ORDER  -  SECOND    CLASS 0
 HV3653
 HV3653.The horizontal coordinates were scaled from a topographic map and have
 HV3653.an estimated accuracy of +/- 6 seconds.
 HV3653
 HV3653.The orthometric height was determined by differential leveling
 HV3653.and adjusted by the National Geodetic Survey in June 1991..
 HV3653
 HV3653.The geoid height was determined by GEOID03.
 HV3653
 HV3653.The dynamic height is computed by dividing the NAVD 88
 HV3653.geopotential number by the normal gravity value computed on the
 HV3653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3653.degrees latitude (g = 980.6199 gals.).
 HV3653
 HV3653.The modeled gravity was interpolated from observed gravity values.
 HV3653
 HV3653;                    North         East    Units  Estimated Accuracy
 HV3653;SPC VA N     - 2,113,340.    3,553,630.      MT  (+/- 180 meters Scaled)
 HV3653
 HV3653                          SUPERSEDED SURVEY CONTROL
 HV3653
 HV3653  NGVD 29 (??/??/??)  169.670  (m)          556.66   (f) ADJUSTED    2 0
 HV3653
 HV3653.Superseded values are not recommended for survey control.
 HV3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3653.See file dsdata.txt to determine how the superseded data were derived.
 HV3653
 HV3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH491858(NAD 83)
 HV3653_MARKER: DB = BENCH MARK DISK
 HV3653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3653_STAMPING: E 225 1941
 HV3653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3653+STABILITY: SURFACE MOTION
 HV3653
 HV3653  HISTORY     - Date     Condition        Report By
 HV3653  HISTORY     - 1941     MONUMENTED       CGS
 HV3653
 HV3653                          STATION DESCRIPTION
 HV3653
 HV3653'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3653'6.9 MI SE FROM ORLEAN.
 HV3653'ABOUT 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 688 FROM THE POST
 HV3653'OFFICE AT ORLEAN, FAUQUIER COUNTY, ABOUT 0.8 MILE SOUTHEAST OF
 HV3653'THE CROSSING OF U.S. HIGHWAY 211, 71 FEET NORTH OF THE NORTH
 HV3653'CORNER OF A 2-STORY WHITE FARMHOUSE, 44.5 FEET NORTHWEST OF THE
 HV3653'SIDEWALK LEADING TO THE HOUSE, 22.2 FEET EAST OF THE EAST CORNER
 HV3653'OF A SMALL WHITE BUILDING, 16 FEET SOUTHWEST OF THE CENTER LINE
 HV3653'OF THE HIGHWAY, 3.7 FEET EAST OF THE SOUTHEAST GATEPOST, 1.5 FEET
 HV3653'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A WHITE
 HV3653'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED E 225
 HV3653'1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0167 ***********************************************************************
 HW0167  DESIGNATION -  E 226
 HW0167  PID         -  HW0167
 HW0167  STATE/COUNTY-  VA/FAUQUIER
 HW0167  USGS QUAD   -  FLINT HILL (1994)
 HW0167
 HW0167                         *CURRENT SURVEY CONTROL
 HW0167  ___________________________________________________________________
 HW0167* NAD 83(1986)-  38 46 04.     (N)    078 00 30.     (W)     SCALED    
 HW0167* NAVD 88     -       187.026  (meters)     613.60   (feet)  ADJUSTED  
 HW0167  ___________________________________________________________________
 HW0167  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HW0167  DYNAMIC HT  -         186.907 (meters)     613.21  (feet)  COMP
 HW0167  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 HW0167
 HW0167  VERT ORDER  -  SECOND    CLASS 0
 HW0167
 HW0167.The horizontal coordinates were scaled from a topographic map and have
 HW0167.an estimated accuracy of +/- 6 seconds.
 HW0167
 HW0167.The orthometric height was determined by differential leveling
 HW0167.and adjusted by the National Geodetic Survey in June 1991..
 HW0167
 HW0167.The geoid height was determined by GEOID03.
 HW0167
 HW0167.The dynamic height is computed by dividing the NAVD 88
 HW0167.geopotential number by the normal gravity value computed on the
 HW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0167.degrees latitude (g = 980.6199 gals.).
 HW0167
 HW0167.The modeled gravity was interpolated from observed gravity values.
 HW0167
 HW0167;                    North         East    Units  Estimated Accuracy
 HW0167;SPC VA N     - 2,122,340.    3,542,730.      MT  (+/- 180 meters Scaled)
 HW0167
 HW0167                          SUPERSEDED SURVEY CONTROL
 HW0167
 HW0167  NGVD 29 (??/??/92)  187.230  (m)          614.27   (f) ADJ UNCH    2 0
 HW0167
 HW0167.Superseded values are not recommended for survey control.
 HW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0167.See file dsdata.txt to determine how the superseded data were derived.
 HW0167
 HW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC599952(NAD 83)
 HW0167_MARKER: DB = BENCH MARK DISK
 HW0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0167_STAMPING: E 226 1941
 HW0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0167+STABILITY: SURFACE MOTION
 HW0167
 HW0167  HISTORY     - Date     Condition        Report By
 HW0167  HISTORY     - 1941     MONUMENTED       CGS
 HW0167  HISTORY     - 1983     GOOD             NGS
 HW0167
 HW0167                          STATION DESCRIPTION
 HW0167
 HW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0167'2.6 MI NW FROM ORLEAN.
 HW0167'ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 688 FROM THE
 HW0167'POST OFFICE AT ORLEAN, FAUQUIER COUNTY, THENCE ABOUT 1.7 MILES
 HW0167'SOUTHWEST ALONG STATE HIGHWAY 647, ABOUT 0.2 MILE NORTHEAST OF
 HW0167'THE JUNCTION OF STATE HIGHWAY 736, ABOUT 117 FEET SOUTHWEST OF
 HW0167'THE SOUTH CORNER OF A 2-STORY STORE BUILDING, 12 FEET NORTHEAST OF
 HW0167'THE CENTER LINE OF A SIDE ROAD LEADING NORTHWEST, 29 FEET NORTHWEST
 HW0167'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF A RAIL FENCE,
 HW0167'AND 1 FOOT SOUTHEAST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 HW0167'STANDARD DISK, STAMPED E 226 1941 AND SET IN THE TOP OF A CONCRETE
 HW0167'POST.
 HW0167
 HW0167                          STATION RECOVERY (1983)
 HW0167
 HW0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0150 ***********************************************************************
 HW0150  DESIGNATION -  E 227
 HW0150  PID         -  HW0150
 HW0150  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0150  USGS QUAD   -  WOODVILLE (1994)
 HW0150
 HW0150                         *CURRENT SURVEY CONTROL
 HW0150  ___________________________________________________________________
 HW0150* NAD 83(1986)-  38 36 34.     (N)    078 08 58.     (W)     SCALED    
 HW0150* NAVD 88     -       217.483  (meters)     713.53   (feet)  ADJUSTED  
 HW0150  ___________________________________________________________________
 HW0150  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0150  DYNAMIC HT  -         217.343 (meters)     713.07  (feet)  COMP
 HW0150  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 HW0150
 HW0150  VERT ORDER  -  SECOND    CLASS 0
 HW0150
 HW0150.The horizontal coordinates were scaled from a topographic map and have
 HW0150.an estimated accuracy of +/- 6 seconds.
 HW0150
 HW0150.The orthometric height was determined by differential leveling
 HW0150.and adjusted by the National Geodetic Survey in June 1991..
 HW0150
 HW0150.The geoid height was determined by GEOID03.
 HW0150
 HW0150.The dynamic height is computed by dividing the NAVD 88
 HW0150.geopotential number by the normal gravity value computed on the
 HW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0150.degrees latitude (g = 980.6199 gals.).
 HW0150
 HW0150.The modeled gravity was interpolated from observed gravity values.
 HW0150
 HW0150;                    North         East    Units  Estimated Accuracy
 HW0150;SPC VA N     - 2,104,710.    3,530,530.      MT  (+/- 180 meters Scaled)
 HW0150
 HW0150                          SUPERSEDED SURVEY CONTROL
 HW0150
 HW0150  NGVD 29 (??/??/92)  217.682  (m)          714.18   (f) ADJ UNCH    2 0
 HW0150
 HW0150.Superseded values are not recommended for survey control.
 HW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0150.See file dsdata.txt to determine how the superseded data were derived.
 HW0150
 HW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC482772(NAD 83)
 HW0150_MARKER: DB = BENCH MARK DISK
 HW0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0150_STAMPING: E 227 1941
 HW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0150+STABILITY: SURFACE MOTION
 HW0150
 HW0150  HISTORY     - Date     Condition        Report By
 HW0150  HISTORY     - 1941     MONUMENTED       CGS
 HW0150
 HW0150                          STATION DESCRIPTION
 HW0150
 HW0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0150'2.2 MI NE FROM WOODVILLE.
 HW0150'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 618 FROM THE POST
 HW0150'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, ON THE EAST SLOPE OF A
 HW0150'LONG HILL, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14
 HW0150'FEET WEST OF A 12-INCH OAK TREE, 6 FEET SOUTH OF THE RIGHT-OF-WAY
 HW0150'FENCE, AND 1 FOOT NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.
 HW0150'A STANDARD DISK, STAMPED E 227 1941 AND SET IN THE TOP OF A
 HW0150'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3510 ***********************************************************************
 HV3510  DESIGNATION -  E 228
 HV3510  PID         -  HV3510
 HV3510  STATE/COUNTY-  VA/LOUDOUN
 HV3510  USGS QUAD   -  ARCOLA (1981)
 HV3510
 HV3510                         *CURRENT SURVEY CONTROL
 HV3510  ___________________________________________________________________
 HV3510* NAD 83(1986)-  38 58 56.     (N)    077 37 14.     (W)     SCALED    
 HV3510* NAVD 88     -       112.641  (meters)     369.56   (feet)  ADJUSTED  
 HV3510  ___________________________________________________________________
 HV3510  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3510  DYNAMIC HT  -         112.579 (meters)     369.35  (feet)  COMP
 HV3510  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 HV3510
 HV3510  VERT ORDER  -  SECOND    CLASS 0
 HV3510
 HV3510.The horizontal coordinates were scaled from a topographic map and have
 HV3510.an estimated accuracy of +/- 6 seconds.
 HV3510
 HV3510.The orthometric height was determined by differential leveling
 HV3510.and adjusted by the National Geodetic Survey in June 1991..
 HV3510
 HV3510.The geoid height was determined by GEOID03.
 HV3510
 HV3510.The dynamic height is computed by dividing the NAVD 88
 HV3510.geopotential number by the normal gravity value computed on the
 HV3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3510.degrees latitude (g = 980.6199 gals.).
 HV3510
 HV3510.The modeled gravity was interpolated from observed gravity values.
 HV3510
 HV3510;                    North         East    Units  Estimated Accuracy
 HV3510;SPC VA N     - 2,146,390.    3,576,200.      MT  (+/- 180 meters Scaled)
 HV3510
 HV3510                          SUPERSEDED SURVEY CONTROL
 HV3510
 HV3510  NGVD 29 (??/??/??)  112.849  (m)          370.24   (f) ADJUSTED    2 0
 HV3510
 HV3510.Superseded values are not recommended for survey control.
 HV3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3510.See file dsdata.txt to determine how the superseded data were derived.
 HV3510
 HV3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ730180(NAD 83)
 HV3510_MARKER: DB = BENCH MARK DISK
 HV3510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3510_SP_SET: CULVERT
 HV3510_STAMPING: E 228 1941
 HV3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3510
 HV3510  HISTORY     - Date     Condition        Report By
 HV3510  HISTORY     - 1941     MONUMENTED       CGS
 HV3510  HISTORY     - 1943     GOOD             CGS
 HV3510
 HV3510                          STATION DESCRIPTION
 HV3510
 HV3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3510'6.1 MI E FROM MIDDLEBURG.
 HV3510'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE NATIONAL
 HV3510'BANK AT MIDDLEBURG, LOUDOUN COUNTY, THENCE ABOUT 0.9 MILE NORTH
 HV3510'ALONG U.S. HIGHWAY 15, ABOUT 0.1 MILE SOUTH OF THE PRESIDENT
 HV3510'MONROES HOME SIGN, AT A CONCRETE CULVERT, IN THE TOP OF THE
 HV3510'EAST HEAD WALL, 12.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HV3510'AND 6.4 FEET SOUTHWEST OF A WHITE WOODEN POST STENCILED U.S.B.M.
 HV3510'A STANDARD DISK, STAMPED E 228 1941.
 HV3510
 HV3510                          STATION RECOVERY (1943)
 HV3510
 HV3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HV3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0010 ***********************************************************************
 GA0010  DESIGNATION -  E 23
 GA0010  PID         -  GA0010
 GA0010  STATE/COUNTY-  VA/WASHINGTON
 GA0010  USGS QUAD   -  WALLACE (1968)
 GA0010
 GA0010                         *CURRENT SURVEY CONTROL
 GA0010  ___________________________________________________________________
 GA0010* NAD 83(1986)-  36 38 36.     (N)    082 11 35.     (W)     SCALED    
 GA0010* NAVD 88     -       621.836  (meters)    2040.14   (feet)  ADJUSTED  
 GA0010  ___________________________________________________________________
 GA0010  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GA0010  DYNAMIC HT  -         621.265 (meters)    2038.27  (feet)  COMP
 GA0010  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA0010
 GA0010  VERT ORDER  -  FIRST     CLASS II
 GA0010
 GA0010.The horizontal coordinates were scaled from a topographic map and have
 GA0010.an estimated accuracy of +/- 6 seconds.
 GA0010
 GA0010.The orthometric height was determined by differential leveling
 GA0010.and adjusted by the National Geodetic Survey in June 1991..
 GA0010
 GA0010.The geoid height was determined by GEOID03.
 GA0010
 GA0010.The dynamic height is computed by dividing the NAVD 88
 GA0010.geopotential number by the normal gravity value computed on the
 GA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0010.degrees latitude (g = 980.6199 gals.).
 GA0010
 GA0010.The modeled gravity was interpolated from observed gravity values.
 GA0010
 GA0010;                    North         East    Units  Estimated Accuracy
 GA0010;SPC VA S     - 1,040,860.    3,169,820.      MT  (+/- 180 meters Scaled)
 GA0010
 GA0010                          SUPERSEDED SURVEY CONTROL
 GA0010
 GA0010  NGVD 29 (??/??/92)  621.974  (m)         2040.59   (f) ADJ UNCH    1 2
 GA0010
 GA0010.Superseded values are not recommended for survey control.
 GA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0010.See file dsdata.txt to determine how the superseded data were derived.
 GA0010
 GA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA933559(NAD 83)
 GA0010_MARKER: DB = BENCH MARK DISK
 GA0010_SETTING: 66 = SET IN ROCK OUTCROP
 GA0010_SP_SET: ROCK LEDGE
 GA0010_STAMPING: 2040.800 E 23 1931
 GA0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA0010+STABILITY: POSITION/ELEVATION WELL
 GA0010
 GA0010  HISTORY     - Date     Condition        Report By
 GA0010  HISTORY     - 1931     MONUMENTED       CGS
 GA0010  HISTORY     - 1938     GOOD             NGS
 GA0010
 GA0010                          STATION DESCRIPTION
 GA0010
 GA0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GA0010'4.5 MI N FROM BRISTOL.
 GA0010'4.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM BRISTOL,
 GA0010'WASHINGTON COUNTY, 0.4 MILE SOUTH OF THE STATION AT HASKELL,
 GA0010'350 FEET NORTHEAST OF THE STATION SIGN AT MUMPOWER, 65 FEET
 GA0010'SOUTHEAST OF THE END OF THE 400 FOOT SPUR, 69.5 FEET SOUTH OF
 GA0010'A SPRING HOUSE, 35 FEET SOUTHEAST OF THE CENTERLINE OF A DIRT
 GA0010'ROAD, IN THE TOP OF THE MOST PROMINENT ROCK LEDGE IN THE VICINITY,
 GA0010'10 FEET NORTHEAST OF A GAP IN THE MAIN ROCK LEDGE, AND 2 FEET
 GA0010'SOUTHEAST OF THE FACE OF THE LEDGE.  A STANDARD DISK, STAMPED
 GA0010'2040.800 E 23 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2306 ***********************************************************************
 HV2306  DESIGNATION -  E 231
 HV2306  PID         -  HV2306
 HV2306  STATE/COUNTY-  VA/FAIRFAX
 HV2306  USGS QUAD   -  FALLS CHURCH (1994)
 HV2306
 HV2306                         *CURRENT SURVEY CONTROL
 HV2306  ___________________________________________________________________
 HV2306* NAD 83(1986)-  38 54 43.     (N)    077 13 13.     (W)     SCALED    
 HV2306* NAVD 88     -       144.903  (meters)     475.40   (feet)  ADJUSTED  
 HV2306  ___________________________________________________________________
 HV2306  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2306  DYNAMIC HT  -         144.823 (meters)     475.14  (feet)  COMP
 HV2306  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 HV2306
 HV2306  VERT ORDER  -  SECOND    CLASS 0
 HV2306
 HV2306.The horizontal coordinates were scaled from a topographic map and have
 HV2306.an estimated accuracy of +/- 6 seconds.
 HV2306
 HV2306.The orthometric height was determined by differential leveling
 HV2306.and adjusted by the National Geodetic Survey in June 1991..
 HV2306
 HV2306.The geoid height was determined by GEOID03.
 HV2306
 HV2306.The dynamic height is computed by dividing the NAVD 88
 HV2306.geopotential number by the normal gravity value computed on the
 HV2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2306.degrees latitude (g = 980.6199 gals.).
 HV2306
 HV2306.The modeled gravity was interpolated from observed gravity values.
 HV2306
 HV2306;                    North         East    Units  Estimated Accuracy
 HV2306;SPC VA N     - 2,139,000.    3,610,990.      MT  (+/- 180 meters Scaled)
 HV2306
 HV2306                          SUPERSEDED SURVEY CONTROL
 HV2306
 HV2306  NGVD 29 (??/??/??)  145.124  (m)          476.13   (f) ADJUSTED    2 0
 HV2306
 HV2306.Superseded values are not recommended for survey control.
 HV2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2306.See file dsdata.txt to determine how the superseded data were derived.
 HV2306
 HV2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ074093(NAD 83)
 HV2306_MARKER: DB = BENCH MARK DISK
 HV2306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2306_SP_SET: CULVERT
 HV2306_STAMPING: E 231 1941
 HV2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2306
 HV2306  HISTORY     - Date     Condition        Report By
 HV2306  HISTORY     - 1941     MONUMENTED       CGS
 HV2306  HISTORY     - 1960     GOOD             CGS
 HV2306  HISTORY     - 1965     MARK NOT FOUND   USGS
 HV2306
 HV2306                          STATION DESCRIPTION
 HV2306
 HV2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2306'2.5 MI N FROM MERRIFIELD.
 HV2306'2.5 MILS NORTH ALONG SECONDARY STATE HIGHWAY 650 FROM THE
 HV2306'INTERSECTION OF U.S. HIGHWAY 211 AT MERRIFIELD, AT THE JUNCTION
 HV2306'OF STATE HIGHWAY 7, 20 YARDS EAST OF THE STOP SIGN IN THE
 HV2306'TRIANGLE AT THE JUNCTION, AT A CULVERT, IN THE CENTER OF THE TOP
 HV2306'OF THE NORTHEAST HEADWALL, 61.2 FEET SOUTHEAST OF A POLE, 28 FEET
 HV2306'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 7 AND 5 FEET
 HV2306'SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 HV2306
 HV2306                          STATION RECOVERY (1965)
 HV2306
 HV2306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HV2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2307 ***********************************************************************
 HV2307  DESIGNATION -  E 231 RESET 1961
 HV2307  PID         -  HV2307
 HV2307  STATE/COUNTY-  VA/FAIRFAX
 HV2307  USGS QUAD   -  FALLS CHURCH (1994)
 HV2307
 HV2307                         *CURRENT SURVEY CONTROL
 HV2307  ___________________________________________________________________
 HV2307* NAD 83(1986)-  38 54 43.     (N)    077 13 13.     (W)     SCALED    
 HV2307* NAVD 88     -       144.99   (meters)     475.7    (feet)  RESET     
 HV2307  ___________________________________________________________________
 HV2307  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV2307
 HV2307  VERT ORDER  -  THIRD
 HV2307
 HV2307.The horizontal coordinates were scaled from a topographic map and have
 HV2307.an estimated accuracy of +/- 6 seconds.
 HV2307
 HV2307.The orthometric height was computed from unverified reset data.
 HV2307.No vertical observational check was made to the station.
 HV2307
 HV2307.The geoid height was determined by GEOID03.
 HV2307
 HV2307;                    North         East    Units  Estimated Accuracy
 HV2307;SPC VA N     - 2,139,000.    3,610,990.      MT  (+/- 180 meters Scaled)
 HV2307
 HV2307                          SUPERSEDED SURVEY CONTROL
 HV2307
 HV2307  NGVD 29 (??/??/??)  145.21   (m)          476.4    (f) RESET       3  
 HV2307
 HV2307.Superseded values are not recommended for survey control.
 HV2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2307.See file dsdata.txt to determine how the superseded data were derived.
 HV2307
 HV2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ074093(NAD 83)
 HV2307_MARKER: DB = BENCH MARK DISK
 HV2307_SETTING: 0 = UNSPECIFIED SETTING
 HV2307_STAMPING: E 231 RESET 1961
 HV2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2307
 HV2307  HISTORY     - Date     Condition        Report By
 HV2307  HISTORY     - 1961     MONUMENTED       VADH
 HV2307
 HV2307                          STATION DESCRIPTION
 HV2307
 HV2307'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1961
 HV2307'2 MI S FROM TYSONS CORNER.
 HV2307'THIS MARK IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF TYSONS
 HV2307'CORNER ON ROUTE 7, AT THE INTERSECTION OF ROUTE 7 AND ROUTE 927,
 HV2307'N69E, 90 FEET FROM INTERSECTION OF ROUTE 7 AND ROUTE 927, N35W,
 HV2307'350 FEET FROM INTERSECTION ROUTE 7 AND ROUTE 650, S88W, 100 FEET
 HV2307'FROM WEST CORNER OF A TWO-STORY BRICK DWELLING AND S16W, 100 FEET
 HV2307'FROM POWER POLE VB-1 ON ROUTE 927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3287 ***********************************************************************
 HV3287  DESIGNATION -  E 232
 HV3287  PID         -  HV3287
 HV3287  STATE/COUNTY-  VA/STAFFORD
 HV3287  USGS QUAD   -  STORCK (1984)
 HV3287
 HV3287                         *CURRENT SURVEY CONTROL
 HV3287  ___________________________________________________________________
 HV3287* NAD 83(1986)-  38 24 25.     (N)    077 33 18.     (W)     SCALED    
 HV3287* NAVD 88     -       106.670  (meters)     349.97   (feet)  ADJUSTED  
 HV3287  ___________________________________________________________________
 HV3287  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3287  DYNAMIC HT  -         106.605 (meters)     349.75  (feet)  COMP
 HV3287  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 HV3287
 HV3287  VERT ORDER  -  SECOND    CLASS 0
 HV3287
 HV3287.The horizontal coordinates were scaled from a topographic map and have
 HV3287.an estimated accuracy of +/- 6 seconds.
 HV3287
 HV3287.The orthometric height was determined by differential leveling
 HV3287.and adjusted by the National Geodetic Survey in June 1991..
 HV3287
 HV3287.The geoid height was determined by GEOID03.
 HV3287
 HV3287.The dynamic height is computed by dividing the NAVD 88
 HV3287.geopotential number by the normal gravity value computed on the
 HV3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3287.degrees latitude (g = 980.6199 gals.).
 HV3287
 HV3287.The modeled gravity was interpolated from observed gravity values.
 HV3287
 HV3287;                    North         East    Units  Estimated Accuracy
 HV3287;SPC VA N     - 2,082,590.    3,582,540.      MT  (+/- 180 meters Scaled)
 HV3287
 HV3287                          SUPERSEDED SURVEY CONTROL
 HV3287
 HV3287  NGVD 29 (??/??/??)  106.921  (m)          350.79   (f) ADJUSTED    2 0
 HV3287
 HV3287.Superseded values are not recommended for survey control.
 HV3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3287.See file dsdata.txt to determine how the superseded data were derived.
 HV3287
 HV3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH769540(NAD 83)
 HV3287_MARKER: DB = BENCH MARK DISK
 HV3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3287_STAMPING: E 232 1941
 HV3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3287+STABILITY: SURFACE MOTION
 HV3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3287+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 HV3287
 HV3287  HISTORY     - Date     Condition        Report By
 HV3287  HISTORY     - 1941     MONUMENTED       CGS
 HV3287  HISTORY     - 1964     GOOD             CGS
 HV3287  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3287  HISTORY     - 20040308 GOOD             GEOMET
 HV3287
 HV3287                          STATION DESCRIPTION
 HV3287
 HV3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3287'0.7 MI NE FROM HEMP.
 HV3287'0.7 MILE NORTHEAST ALONG SECONDARY STATE HIGHWAY 651 FROM THE
 HV3287'GENERAL STORE AT HEMP, STAFFORD COUNTY, IN A WOODED AREA, 23
 HV3287'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.4 FEET NORTH
 HV3287'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 HV3287'HIGHWAY.  A STANDARD DISK, STAMPED E 232 1941 AND SET IN THE
 HV3287'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- A
 HV3287'STEEL WITNESS POST WAS SET 0.5 FOOT SOUTH OF MARK.
 HV3287
 HV3287                          STATION RECOVERY (1996)
 HV3287
 HV3287'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3287'MARK NOT FOUND.
 HV3287
 HV3287                          STATION RECOVERY (2004)
 HV3287
 HV3287'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV3287'THE STATION IS LOCATED IN FRONT OF HOUSE NUMBER 137.  IT IS
 HV3287'APPROXIMATELY 150' WEST OF LITTRELL LANE, 12' NORTH OF THE EDGE OF
 HV3287'SHACKELFORD WELL ROAD (SR 754), 12' EAST OF THE CENTERLINE OF A GRAVEL
 HV3287'DRIVEWAY, 7' NORTHEAST OF CULVERT PIPE, 2.5' EAST OF POST WITH NUMBER
 HV3287'137, AND 1' SOUTH OF WITNESS POST.  THE STATION PROJECTS 1' AND IS NOT
 HV3287'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1122 ***********************************************************************
 FX1122  DESIGNATION -  E 234 RESET 1974
 FX1122  PID         -  FX1122
 FX1122  STATE/COUNTY-  VA/SUSSEX
 FX1122  USGS QUAD   -  SUSSEX (1990)
 FX1122
 FX1122                         *CURRENT SURVEY CONTROL
 FX1122  ___________________________________________________________________
 FX1122* NAD 83(1986)-  36 56 15.     (N)    077 16 24.     (W)     SCALED    
 FX1122* NAVD 88     -        22.17   (meters)      72.7    (feet)  RESET     
 FX1122  ___________________________________________________________________
 FX1122  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 FX1122
 FX1122  VERT ORDER  -  THIRD
 FX1122
 FX1122.The horizontal coordinates were scaled from a topographic map and have
 FX1122.an estimated accuracy of +/- 6 seconds.
 FX1122
 FX1122.The orthometric height was computed from unverified reset data.
 FX1122.No vertical observational check was made to the station.
 FX1122
 FX1122.The geoid height was determined by GEOID03.
 FX1122
 FX1122;                    North         East    Units  Estimated Accuracy
 FX1122;SPC VA S     - 1,067,760.    3,609,270.      MT  (+/- 180 meters Scaled)
 FX1122
 FX1122                          SUPERSEDED SURVEY CONTROL
 FX1122
 FX1122  NGVD 29 (03/21/06)   22.52   (m)           73.9    (f) RESET       3  
 FX1122
 FX1122.Superseded values are not recommended for survey control.
 FX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1122.See file dsdata.txt to determine how the superseded data were derived.
 FX1122
 FX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF975903(NAD 83)
 FX1122_MARKER: DD = SURVEY DISK
 FX1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1122_STAMPING: E 234 RESET 1974
 FX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1122+STABILITY: SURFACE MOTION
 FX1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1122+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 FX1122
 FX1122  HISTORY     - Date     Condition        Report By
 FX1122  HISTORY     - 1974     MONUMENTED       VADH
 FX1122  HISTORY     - 19971008 GOOD             USPSQD
 FX1122  HISTORY     - 20020110 GOOD             USPSQD
 FX1122
 FX1122                          STATION DESCRIPTION
 FX1122
 FX1122'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 FX1122'1.7 MI N FROM SUSSEX.
 FX1122'1.7 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX, 145
 FX1122'FEET NORTH OF A NEW ARCH CULVERT, 34 FEET WEST OF CENTER LINE
 FX1122'OF ROAD, 2 FEET EAST OF VEPCO POLE 16.  STANDARD DISK SET IN
 FX1122'CONCRETE POST, 4 INCHES ABOVE GROUND.
 FX1122
 FX1122                          STATION RECOVERY (1997)
 FX1122
 FX1122'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1122'RECOVERED IN GOOD CONDITION.
 FX1122
 FX1122                          STATION RECOVERY (2002)
 FX1122
 FX1122'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1122'MARK IS 2FT SOUTH OF POLE 16, NOT EAST, AND IS FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1362 ***********************************************************************
 GV1362  DESIGNATION -  E 236
 GV1362  PID         -  GV1362
 GV1362  STATE/COUNTY-  VA/ESSEX
 GV1362  USGS QUAD   -  CAUTHORNVILLE (1985)
 GV1362
 GV1362                         *CURRENT SURVEY CONTROL
 GV1362  ___________________________________________________________________
 GV1362* NAD 83(1986)-  37 59 43.     (N)    077 03 29.     (W)     SCALED    
 GV1362* NAVD 88     -        49.271  (meters)     161.65   (feet)  ADJUSTED  
 GV1362  ___________________________________________________________________
 GV1362  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GV1362  DYNAMIC HT  -          49.239 (meters)     161.54  (feet)  COMP
 GV1362  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 GV1362
 GV1362  VERT ORDER  -  SECOND    CLASS 0
 GV1362
 GV1362.The horizontal coordinates were scaled from a topographic map and have
 GV1362.an estimated accuracy of +/- 6 seconds.
 GV1362
 GV1362.The orthometric height was determined by differential leveling
 GV1362.and adjusted by the National Geodetic Survey in June 1991..
 GV1362
 GV1362.The geoid height was determined by GEOID03.
 GV1362
 GV1362.The dynamic height is computed by dividing the NAVD 88
 GV1362.geopotential number by the normal gravity value computed on the
 GV1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1362.degrees latitude (g = 980.6199 gals.).
 GV1362
 GV1362.The modeled gravity was interpolated from observed gravity values.
 GV1362
 GV1362;                    North         East    Units  Estimated Accuracy
 GV1362;SPC VA S     - 1,185,410.    3,626,650.      MT  (+/- 180 meters Scaled)
 GV1362
 GV1362                          SUPERSEDED SURVEY CONTROL
 GV1362
 GV1362  NGVD 29 (??/??/??)   49.542  (m)          162.54   (f) ADJUSTED    2 0
 GV1362
 GV1362.Superseded values are not recommended for survey control.
 GV1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1362.See file dsdata.txt to determine how the superseded data were derived.
 GV1362
 GV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH192072(NAD 83)
 GV1362_MARKER: DB = BENCH MARK DISK
 GV1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1362_STAMPING: E 236 1941
 GV1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1362+STABILITY: SURFACE MOTION
 GV1362
 GV1362  HISTORY     - Date     Condition        Report By
 GV1362  HISTORY     - 1941     MONUMENTED       CGS
 GV1362  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV1362  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 GV1362  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 GV1362
 GV1362                          STATION DESCRIPTION
 GV1362
 GV1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1362'4.3 MI SW FROM CHAMPLAIN.
 GV1362'4.3 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 631 FROM THE
 GV1362'POST OFFICE AT CHAMPLAIN, ESSEX COUNTY, AT THE JUNCTION OF
 GV1362'A PRIVATE ROAD LEADING SOUTHEAST, 68 FEET NORTHEAST OF THE
 GV1362'CENTER LINE OF THE ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE
 GV1362'OF THE HIGHWAY, 80.6 FEET NORTHEAST OF A GATEPOST IN LINE WITH A
 GV1362'ROW OF CEDAR TREES, 11.8 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE
 GV1362'POST, 8 FEET SOUTHEAST OF THE CORNER POST AT THE JUNCTION
 GV1362'OF A NORTHWEST-AND-SOUTHEAST FENCE AND THE RIGHT-OF-WAY FENCE,
 GV1362'AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV1362'DISK, STAMPED E 236 1941 AND SET IN THE TOP OF A CONCRETE POST.
 GV1362
 GV1362                          STATION RECOVERY (1999)
 GV1362
 GV1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1362'MARK NOT FOUND.
 GV1362
 GV1362                          STATION RECOVERY (2004)
 GV1362
 GV1362'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1438 ***********************************************************************
 FX1438  DESIGNATION -  E 238
 FX1438  PID         -  FX1438
 FX1438  STATE/COUNTY-  VA/DINWIDDIE
 FX1438  USGS QUAD   -  CHERRY HILL (1981)
 FX1438
 FX1438                         *CURRENT SURVEY CONTROL
 FX1438  ___________________________________________________________________
 FX1438* NAD 83(1986)-  36 56 48.     (N)    077 34 40.     (W)     SCALED    
 FX1438* NAVD 88     -        54.849  (meters)     179.95   (feet)  POSTED    
 FX1438  ___________________________________________________________________
 FX1438  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 FX1438  DYNAMIC HT  -          54.810 (meters)     179.82  (feet)  COMP
 FX1438  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 FX1438
 FX1438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1438
 FX1438.The horizontal coordinates were scaled from a topographic map and have
 FX1438.an estimated accuracy of +/- 6 seconds.
 FX1438
 FX1438.The orthometric height was determined by differential leveling
 FX1438.and adjusted by the National Geodetic Survey in 1992..
 FX1438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1438.rate of 0.0 thru 1.0 mm/km.
 FX1438
 FX1438.The geoid height was determined by GEOID03.
 FX1438
 FX1438.The dynamic height is computed by dividing the NAVD 88
 FX1438.geopotential number by the normal gravity value computed on the
 FX1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1438.degrees latitude (g = 980.6199 gals.).
 FX1438
 FX1438.The modeled gravity was interpolated from observed gravity values.
 FX1438
 FX1438;                    North         East    Units  Estimated Accuracy
 FX1438;SPC VA S     - 1,068,470.    3,582,140.      MT  (+/- 180 meters Scaled)
 FX1438
 FX1438                          SUPERSEDED SURVEY CONTROL
 FX1438
 FX1438  NGVD 29 (??/??/92)   55.185  (m)          181.05   (f) ADJ UNCH    2 0
 FX1438
 FX1438.Superseded values are not recommended for survey control.
 FX1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1438.See file dsdata.txt to determine how the superseded data were derived.
 FX1438
 FX1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF704920(NAD 83)
 FX1438_MARKER: DB = BENCH MARK DISK
 FX1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1438_SP_SET: BRIDGE
 FX1438_STAMPING: E 238 1942
 FX1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX1438+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 FX1438
 FX1438  HISTORY     - Date     Condition        Report By
 FX1438  HISTORY     - 1942     MONUMENTED       CGS
 FX1438  HISTORY     - 1961     GOOD             NGS
 FX1438  HISTORY     - 20010127 GOOD             USPSQD
 FX1438  HISTORY     - 20060114 GOOD             USPSQD
 FX1438
 FX1438                          STATION DESCRIPTION
 FX1438
 FX1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1438'10.1 MI W FROM STONY CREEK.
 FX1438'IN DINWIDDIE COUNTY, 10.1 MILES WEST ALONG STATE HIGHWAY 40 FROM
 FX1438'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT STONY CREEK,
 FX1438'SUSSEX COUNTY, 0.4 MILE EAST OF THE INTERSECTION OF STATE
 FX1438'SECONDARY ROAD 619, AT A BRIDGE OVER A CREEK, IN THE TOP OF THE
 FX1438'NORTH CONCRETE HEADWALL, 14 FEET NORTH OF THE CENTERLINE OF THE
 FX1438'HIGHWAY, AND ABOUT 8 INCHES HIGHER THAN THE PAVEMENT.  A STANDARD
 FX1438'DISK, STAMPED E 238 1942.
 FX1438
 FX1438                          STATION RECOVERY (2001)
 FX1438
 FX1438'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1438'RECOVERED IN GOOD CONDITION.
 FX1438
 FX1438                          STATION RECOVERY (2006)
 FX1438
 FX1438'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 FX1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1937 ***********************************************************************
 GV1937  DESIGNATION -  E 239
 GV1937  PID         -  GV1937
 GV1937  STATE/COUNTY-  VA/DINWIDDIE
 GV1937  USGS QUAD   -  CARSON (1987)
 GV1937
 GV1937                         *CURRENT SURVEY CONTROL
 GV1937  ___________________________________________________________________
 GV1937* NAD 83(1986)-  37 01 58.     (N)    077 24 35.     (W)     SCALED    
 GV1937* NAVD 88     -        44.950  (meters)     147.47   (feet)  ADJUSTED  
 GV1937  ___________________________________________________________________
 GV1937  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GV1937  DYNAMIC HT  -          44.916 (meters)     147.36  (feet)  COMP
 GV1937  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 GV1937
 GV1937  VERT ORDER  -  SECOND    CLASS 0
 GV1937
 GV1937.The horizontal coordinates were scaled from a topographic map and have
 GV1937.an estimated accuracy of +/- 6 seconds.
 GV1937
 GV1937.The orthometric height was determined by differential leveling
 GV1937.and adjusted by the National Geodetic Survey in June 1991..
 GV1937
 GV1937.The geoid height was determined by GEOID03.
 GV1937
 GV1937.The dynamic height is computed by dividing the NAVD 88
 GV1937.geopotential number by the normal gravity value computed on the
 GV1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1937.degrees latitude (g = 980.6199 gals.).
 GV1937
 GV1937.The modeled gravity was interpolated from observed gravity values.
 GV1937
 GV1937;                    North         East    Units  Estimated Accuracy
 GV1937;SPC VA S     - 1,078,180.    3,597,000.      MT  (+/- 180 meters Scaled)
 GV1937
 GV1937                          SUPERSEDED SURVEY CONTROL
 GV1937
 GV1937  NGVD 29 (??/??/??)   45.299  (m)          148.62   (f) ADJUSTED    2 0
 GV1937
 GV1937.Superseded values are not recommended for survey control.
 GV1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1937.See file dsdata.txt to determine how the superseded data were derived.
 GV1937
 GV1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG856012(NAD 83)
 GV1937_MARKER: DB = BENCH MARK DISK
 GV1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1937_STAMPING: E 239 1942
 GV1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1937+STABILITY: SURFACE MOTION
 GV1937
 GV1937  HISTORY     - Date     Condition        Report By
 GV1937  HISTORY     - 1942     MONUMENTED       CGS
 GV1937  HISTORY     - 1961     GOOD             CGS
 GV1937  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 GV1937
 GV1937                          STATION DESCRIPTION
 GV1937
 GV1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1937'1 MI W FROM CARSON.
 GV1937'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 141 FROM THE ATLANTIC
 GV1937'COAST LINE RAILROAD STATION AT CARSON, DINWIDDIE COUNTY, 67.5
 GV1937'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, NEAR A CEDAR
 GV1937'TREE IN THE SOUTHEAST CORNER OF THE YARD, 37 FEET NORTH OF THE
 GV1937'CENTERLINE OF THE HIGHWAY, 14.5 FEET SOUTHEAST OF A WELL, AND
 GV1937'2 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 GV1937'STAMPED E 239 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV1937'NOTE-- EXCEPT HIGHWAY 141 IS NOW 703.
 GV1937
 GV1937                          STATION RECOVERY (2001)
 GV1937
 GV1937'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 GV1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0691 ***********************************************************************
 FZ0691  DESIGNATION -  E 24
 FZ0691  PID         -  FZ0691
 FZ0691  STATE/COUNTY-  VA/SMYTH
 FZ0691  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0691
 FZ0691                         *CURRENT SURVEY CONTROL
 FZ0691  ___________________________________________________________________
 FZ0691* NAD 83(1986)-  36 53 19.     (N)    081 20 55.     (W)     SCALED    
 FZ0691* NAVD 88     -       747.153  (meters)    2451.28   (feet)  ADJUSTED  
 FZ0691  ___________________________________________________________________
 FZ0691  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FZ0691  DYNAMIC HT  -         746.450 (meters)    2448.98  (feet)  COMP
 FZ0691  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 FZ0691
 FZ0691  VERT ORDER  -  FIRST     CLASS II
 FZ0691
 FZ0691.The horizontal coordinates were scaled from a topographic map and have
 FZ0691.an estimated accuracy of +/- 6 seconds.
 FZ0691
 FZ0691.The orthometric height was determined by differential leveling
 FZ0691.and adjusted by the National Geodetic Survey in June 1991..
 FZ0691
 FZ0691.The geoid height was determined by GEOID03.
 FZ0691
 FZ0691.The dynamic height is computed by dividing the NAVD 88
 FZ0691.geopotential number by the normal gravity value computed on the
 FZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0691.degrees latitude (g = 980.6199 gals.).
 FZ0691
 FZ0691.The modeled gravity was interpolated from observed gravity values.
 FZ0691
 FZ0691;                    North         East    Units  Estimated Accuracy
 FZ0691;SPC VA S     - 1,065,450.    3,246,120.      MT  (+/- 180 meters Scaled)
 FZ0691
 FZ0691                          SUPERSEDED SURVEY CONTROL
 FZ0691
 FZ0691  NGVD 29 (??/??/92)  747.206  (m)         2451.46   (f) ADJ UNCH    1 2
 FZ0691
 FZ0691.Superseded values are not recommended for survey control.
 FZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0691.See file dsdata.txt to determine how the superseded data were derived.
 FZ0691
 FZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA689825(NAD 83)
 FZ0691_MARKER: DB = BENCH MARK DISK
 FZ0691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0691_STAMPING: 2451.632 E 24 1931
 FZ0691_MARK LOGO: CGS   
 FZ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0691+STABILITY: SURFACE MOTION
 FZ0691
 FZ0691  HISTORY     - Date     Condition        Report By
 FZ0691  HISTORY     - 1931     MONUMENTED       CGS
 FZ0691  HISTORY     - 1959     GOOD             NGS
 FZ0691  HISTORY     - 1984     GOOD             NGS
 FZ0691
 FZ0691                          STATION DESCRIPTION
 FZ0691
 FZ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0691'AT GROSECLOSE.
 FZ0691'AT GROSECLOSE, ALONG THE NORFOLK AND WESTERN RAILWAY, 188 YARDS
 FZ0691'WEST OF THE STATION, 162 YARDS WEST OF THE CROSSING OF ROAD NO.
 FZ0691'679, 8 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE CENTER OF THE
 FZ0691'NORTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT, AND ABOUT 1 FOOT
 FZ0691'BELOW THE LEVEL OF THE TRACK.
 FZ0691
 FZ0691                          STATION RECOVERY (1984)
 FZ0691
 FZ0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0691'RECOVERED IN GOOD CONDITION, THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 FZ0691'THE RAILROAD STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2413 ***********************************************************************
 GV2413  DESIGNATION -  E 240
 GV2413  PID         -  GV2413
 GV2413  STATE/COUNTY-  VA/DINWIDDIE
 GV2413  USGS QUAD   -  DINWIDDIE (1979)
 GV2413
 GV2413                         *CURRENT SURVEY CONTROL
 GV2413  ___________________________________________________________________
 GV2413* NAD 83(1986)-  37 01 38.     (N)    077 34 15.     (W)     SCALED    
 GV2413* NAVD 88     -        60.159  (meters)     197.37   (feet)  POSTED    
 GV2413  ___________________________________________________________________
 GV2413  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GV2413  DYNAMIC HT  -          60.110 (meters)     197.21  (feet)  COMP
 GV2413  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GV2413
 GV2413  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV2413
 GV2413.The horizontal coordinates were scaled from a topographic map and have
 GV2413.an estimated accuracy of +/- 6 seconds.
 GV2413
 GV2413.The orthometric height was determined by differential leveling
 GV2413.and adjusted by the National Geodetic Survey in 1992..
 GV2413.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV2413.rate of 0.0 thru 1.0 mm/km.
 GV2413
 GV2413.The geoid height was determined by GEOID03.
 GV2413
 GV2413.The dynamic height is computed by dividing the NAVD 88
 GV2413.geopotential number by the normal gravity value computed on the
 GV2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2413.degrees latitude (g = 980.6199 gals.).
 GV2413
 GV2413.The modeled gravity was interpolated from observed gravity values.
 GV2413
 GV2413;                    North         East    Units  Estimated Accuracy
 GV2413;SPC VA S     - 1,077,410.    3,582,670.      MT  (+/- 180 meters Scaled)
 GV2413
 GV2413                          SUPERSEDED SURVEY CONTROL
 GV2413
 GV2413  NGVD 29 (??/??/??)   60.493  (m)          198.47   (f) ADJUSTED    2 0
 GV2413
 GV2413.Superseded values are not recommended for survey control.
 GV2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2413.See file dsdata.txt to determine how the superseded data were derived.
 GV2413
 GV2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG713009(NAD 83)
 GV2413_MARKER: DB = BENCH MARK DISK
 GV2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2413_STAMPING: E 240 1942
 GV2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2413+STABILITY: SURFACE MOTION
 GV2413
 GV2413  HISTORY     - Date     Condition        Report By
 GV2413  HISTORY     - 1942     MONUMENTED       CGS
 GV2413  HISTORY     - 1961     GOOD             CGS
 GV2413  HISTORY     - 1963     GOOD             USGS
 GV2413  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV2413  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2413
 GV2413                          STATION DESCRIPTION
 GV2413
 GV2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2413'3.7 MI S FROM DINWIDDIE.
 GV2413'3.7 MILES SOUTH ALONG STATE SECONDARY ROADS 626 AND 660 FROM
 GV2413'DINWIDDIE, DINWIDDIE COUNTY, 01. MILE SOUTH OF A BRIDGE OVER A
 GV2413'SMALL CREEK, AT THE TOP OF THE FIRST HILL, 30 FEET WEST OF THE
 GV2413'CENTERLINE OF ROAD 660,  7.3 FEET NORTHWEST OF A POLE, AND ABOUT
 GV2413'3 FEET HIGHER THAN THE PAVEMENT.  A STANDARD DISK, STAMPED E 240
 GV2413'1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2413
 GV2413                          STATION RECOVERY (1963)
 GV2413
 GV2413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV2413'RECOVERED IN GOOD CONDITION.
 GV2413
 GV2413                          STATION RECOVERY (1995)
 GV2413
 GV2413'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2413'MARK NOT FOUND.
 GV2413
 GV2413                          STATION RECOVERY (2001)
 GV2413
 GV2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2413'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2223 ***********************************************************************
 GV2223  DESIGNATION -  E 241
 GV2223  PID         -  GV2223
 GV2223  STATE/COUNTY-  VA/NOTTOWAY
 GV2223  USGS QUAD   -  WELLVILLE (1981)
 GV2223
 GV2223                         *CURRENT SURVEY CONTROL
 GV2223  ___________________________________________________________________
 GV2223* NAD 83(1986)-  37 11 41.     (N)    077 54 53.     (W)     SCALED    
 GV2223* NAVD 88     -       113.923  (meters)     373.76   (feet)  ADJUSTED  
 GV2223  ___________________________________________________________________
 GV2223  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GV2223  DYNAMIC HT  -         113.843 (meters)     373.50  (feet)  COMP
 GV2223  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 GV2223
 GV2223  VERT ORDER  -  SECOND    CLASS 0
 GV2223
 GV2223.The horizontal coordinates were scaled from a topographic map and have
 GV2223.an estimated accuracy of +/- 6 seconds.
 GV2223
 GV2223.The orthometric height was determined by differential leveling
 GV2223.and adjusted by the National Geodetic Survey in June 1991..
 GV2223
 GV2223.The geoid height was determined by GEOID03.
 GV2223
 GV2223.The dynamic height is computed by dividing the NAVD 88
 GV2223.geopotential number by the normal gravity value computed on the
 GV2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2223.degrees latitude (g = 980.6199 gals.).
 GV2223
 GV2223.The modeled gravity was interpolated from observed gravity values.
 GV2223
 GV2223;                    North         East    Units  Estimated Accuracy
 GV2223;SPC VA S     - 1,095,750.    3,551,960.      MT  (+/- 180 meters Scaled)
 GV2223
 GV2223                          SUPERSEDED SURVEY CONTROL
 GV2223
 GV2223  NGVD 29 (??/??/??)  114.201  (m)          374.67   (f) ADJUSTED    2 0
 GV2223
 GV2223.Superseded values are not recommended for survey control.
 GV2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2223.See file dsdata.txt to determine how the superseded data were derived.
 GV2223
 GV2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG412204(NAD 83)
 GV2223_MARKER: DB = BENCH MARK DISK
 GV2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2223_STAMPING: E 241 1942
 GV2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2223+STABILITY: SURFACE MOTION
 GV2223
 GV2223  HISTORY     - Date     Condition        Report By
 GV2223  HISTORY     - 1942     MONUMENTED       CGS
 GV2223  HISTORY     - 1961     GOOD             CGS
 GV2223  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV2223  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GV2223  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2223
 GV2223                          STATION DESCRIPTION
 GV2223
 GV2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2223'3 MI SW FROM EARLS.
 GV2223'IN NOTTOWAY COUNTY, 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 GV2223'153 FROM THE POST OFFICE AT EARLS, AMELIA COUNTY, 0.5 MILE SOUTH
 GV2223'OF ROCKY HILL CHURCH AND A ROAD INTERSECTION, 0.4 MILE NORTH
 GV2223'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 610 AT SPAINVILLE,
 GV2223'NOTTOWAY COUNTY, 0.15 MILE NORTH OF THE JUNCTION OF SECONDARY
 GV2223'STATE HIGHWAY 610 LEADING WEST, AT THE T-JUNCTION OF A ROAD
 GV2223'LEADING SOUTHEAST, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GV2223'SIDE ROAD, 28.4 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GV2223'21.6 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR
 GV2223'BLAZE ON THE NORTHWEST SIDE, 1.7 FEET NORTHWEST OF A WHITE
 GV2223'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 GV2223'DISK, STAMPED E 241 1942 AND SET IN THE TOP OF A CONCRETE POST
 GV2223'PROJECTING 6 INCHES ABOVE GROUND.
 GV2223
 GV2223                          STATION RECOVERY (1996)
 GV2223
 GV2223'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2223'MARK NOT FOUND.
 GV2223
 GV2223                          STATION RECOVERY (2000)
 GV2223
 GV2223'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2223'MARK NOT FOUND.
 GV2223
 GV2223                          STATION RECOVERY (2001)
 GV2223
 GV2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3488 ***********************************************************************
 GV3488  DESIGNATION -  E 241 RESET 1978
 GV3488  PID         -  GV3488
 GV3488  STATE/COUNTY-  VA/NOTTOWAY
 GV3488  USGS QUAD   -  WELLVILLE (1981)
 GV3488
 GV3488                         *CURRENT SURVEY CONTROL
 GV3488  ___________________________________________________________________
 GV3488* NAD 83(1986)-  37 11 41.     (N)    077 54 53.     (W)     SCALED    
 GV3488* NAVD 88     -       114.53   (meters)     375.8    (feet)  RESET     
 GV3488  ___________________________________________________________________
 GV3488  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GV3488
 GV3488  VERT ORDER  -  THIRD
 GV3488
 GV3488.The horizontal coordinates were scaled from a topographic map and have
 GV3488.an estimated accuracy of +/- 6 seconds.
 GV3488
 GV3488.The orthometric height was computed from unverified reset data.
 GV3488.No vertical observational check was made to the station.
 GV3488
 GV3488.The geoid height was determined by GEOID03.
 GV3488
 GV3488;                    North         East    Units  Estimated Accuracy
 GV3488;SPC VA S     - 1,095,750.    3,551,960.      MT  (+/- 180 meters Scaled)
 GV3488
 GV3488                          SUPERSEDED SURVEY CONTROL
 GV3488
 GV3488  NGVD 29 (??/??/??)  114.81   (m)          376.7    (f) RESET       3  
 GV3488
 GV3488.Superseded values are not recommended for survey control.
 GV3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3488.See file dsdata.txt to determine how the superseded data were derived.
 GV3488
 GV3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG412204(NAD 83)
 GV3488_MARKER: DB = BENCH MARK DISK
 GV3488_SETTING: 0 = UNSPECIFIED SETTING
 GV3488_STAMPING: E 241 RESET 1978
 GV3488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3488+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV3488
 GV3488  HISTORY     - Date     Condition        Report By
 GV3488  HISTORY     - 1978     MONUMENTED       VADH
 GV3488  HISTORY     - 19960105 GOOD             USPSQD
 GV3488  HISTORY     - 20001207 GOOD             USPSQD
 GV3488  HISTORY     - 20010331 GOOD             NGS
 GV3488  HISTORY     - 20060112 GOOD             USPSQD
 GV3488
 GV3488                          STATION DESCRIPTION
 GV3488
 GV3488'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1978
 GV3488'3 MI SW FROM EARLS.
 GV3488'IN NOTTOWAY COUNTY, 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 153 FROM
 GV3488'THE POST OFFICE AT EARLS, AMELIA COUNTY, 0.5 MILE SOUTH OF ROCKY HILL
 GV3488'CHURCH AND A ROAD INTERSECTION 0.4 MILE OF JUNCTION OF SECONDARY STATE
 GV3488'HIGHWAY 610 LEADING WEST AT THE INTERSECTION OF ROUTES 153 AND 719,
 GV3488'60.1 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE 153, 101.6 FEET SOUTH-
 GV3488'WEST OF THE CENTERLINE OF ROUTE 719.
 GV3488
 GV3488                          STATION RECOVERY (1996)
 GV3488
 GV3488'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3488'RECOVERED IN GOOD CONDITION.
 GV3488
 GV3488                          STATION RECOVERY (2000)
 GV3488
 GV3488'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV3488'RECOVERED IN GOOD CONDITION.
 GV3488
 GV3488                          STATION RECOVERY (2001)
 GV3488
 GV3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV3488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV3488
 GV3488                          STATION RECOVERY (2006)
 GV3488
 GV3488'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV3488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2177 ***********************************************************************
 GV2177  DESIGNATION -  E 243
 GV2177  PID         -  GV2177
 GV2177  STATE/COUNTY-  VA/CHESTERFIELD
 GV2177  USGS QUAD   -  WINTERPOCK (1987)
 GV2177
 GV2177                         *CURRENT SURVEY CONTROL
 GV2177  ___________________________________________________________________
 GV2177* NAD 83(1986)-  37 21 09.     (N)    077 43 33.     (W)     SCALED    
 GV2177* NAVD 88     -        77.057  (meters)     252.81   (feet)  ADJUSTED  
 GV2177  ___________________________________________________________________
 GV2177  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GV2177  DYNAMIC HT  -          77.003 (meters)     252.63  (feet)  COMP
 GV2177  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 GV2177
 GV2177  VERT ORDER  -  SECOND    CLASS 0
 GV2177
 GV2177.The horizontal coordinates were scaled from a topographic map and have
 GV2177.an estimated accuracy of +/- 6 seconds.
 GV2177
 GV2177.The orthometric height was determined by differential leveling
 GV2177.and adjusted by the National Geodetic Survey in June 1991..
 GV2177
 GV2177.The geoid height was determined by GEOID03.
 GV2177
 GV2177.The dynamic height is computed by dividing the NAVD 88
 GV2177.geopotential number by the normal gravity value computed on the
 GV2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2177.degrees latitude (g = 980.6199 gals.).
 GV2177
 GV2177.The modeled gravity was interpolated from observed gravity values.
 GV2177
 GV2177;                    North         East    Units  Estimated Accuracy
 GV2177;SPC VA S     - 1,113,380.    3,568,590.      MT  (+/- 180 meters Scaled)
 GV2177
 GV2177                          SUPERSEDED SURVEY CONTROL
 GV2177
 GV2177  NGVD 29 (??/??/??)   77.353  (m)          253.78   (f) ADJUSTED    2 0
 GV2177
 GV2177.Superseded values are not recommended for survey control.
 GV2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2177.See file dsdata.txt to determine how the superseded data were derived.
 GV2177
 GV2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG585374(NAD 83)
 GV2177_MARKER: DB = BENCH MARK DISK
 GV2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2177_STAMPING: E 243 1942
 GV2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2177+STABILITY: SURFACE MOTION
 GV2177
 GV2177  HISTORY     - Date     Condition        Report By
 GV2177  HISTORY     - 1942     MONUMENTED       CGS
 GV2177  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2177  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 GV2177  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2177  HISTORY     - 20000301 MARK NOT FOUND   USPSQD
 GV2177  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2177
 GV2177                          STATION DESCRIPTION
 GV2177
 GV2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2177'0.5 MI NW FROM WINTERPOCK.
 GV2177'0.5 MILE NORTHWEST ALON  SECONDARY STATE HIGHWAY 603 FROM THE POST
 GV2177'OFFICE AT WINTERPOCK, CHESTERFIELD COUNTY, AT A ROAD INTERSECTION,
 GV2177'16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTHEAST
 GV2177'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 2.2 FEET WEST OF THE
 GV2177'FENCE BETWEEN THE ROAD AND THE HOUSE, IN THE SOUTHEAST CORNER OF
 GV2177'THE FARMYARD, AND 1.2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 GV2177'A STANDARD DISK, STAMPED E 243 1942 AND SET IN THE TOP OF A
 GV2177'CONCRETE POST.
 GV2177
 GV2177                          STATION RECOVERY (1991)
 GV2177
 GV2177'RECOVERY NOTE BY US POWER SQUADRON 1991 (MKZ)
 GV2177'MARK NOT FOUND.
 GV2177
 GV2177                          STATION RECOVERY (1994)
 GV2177
 GV2177'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2177'MARK NOT FOUND.
 GV2177
 GV2177                          STATION RECOVERY (2000)
 GV2177
 GV2177'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2177'MARK NOT FOUND.
 GV2177
 GV2177                          STATION RECOVERY (2004)
 GV2177
 GV2177'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2215 ***********************************************************************
 GV2215  DESIGNATION -  E 244
 GV2215  PID         -  GV2215
 GV2215  STATE/COUNTY-  VA/AMELIA
 GV2215  USGS QUAD   -  HEBRON (1987)
 GV2215
 GV2215                         *CURRENT SURVEY CONTROL
 GV2215  ___________________________________________________________________
 GV2215* NAD 83(1986)-  37 14 22.     (N)    077 45 45.     (W)     SCALED    
 GV2215* NAVD 88     -        71.871  (meters)     235.80   (feet)  ADJUSTED  
 GV2215  ___________________________________________________________________
 GV2215  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 GV2215  DYNAMIC HT  -          71.821 (meters)     235.63  (feet)  COMP
 GV2215  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 GV2215
 GV2215  VERT ORDER  -  SECOND    CLASS 0
 GV2215
 GV2215.The horizontal coordinates were scaled from a topographic map and have
 GV2215.an estimated accuracy of +/- 6 seconds.
 GV2215
 GV2215.The orthometric height was determined by differential leveling
 GV2215.and adjusted by the National Geodetic Survey in June 1991..
 GV2215
 GV2215.The geoid height was determined by GEOID03.
 GV2215
 GV2215.The dynamic height is computed by dividing the NAVD 88
 GV2215.geopotential number by the normal gravity value computed on the
 GV2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2215.degrees latitude (g = 980.6199 gals.).
 GV2215
 GV2215.The modeled gravity was interpolated from observed gravity values.
 GV2215
 GV2215;                    North         East    Units  Estimated Accuracy
 GV2215;SPC VA S     - 1,100,810.    3,565,440.      MT  (+/- 180 meters Scaled)
 GV2215
 GV2215                          SUPERSEDED SURVEY CONTROL
 GV2215
 GV2215  NGVD 29 (??/??/??)   72.168  (m)          236.77   (f) ADJUSTED    2 0
 GV2215
 GV2215.Superseded values are not recommended for survey control.
 GV2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2215.See file dsdata.txt to determine how the superseded data were derived.
 GV2215
 GV2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG549250(NAD 83)
 GV2215_MARKER: DB = BENCH MARK DISK
 GV2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2215_STAMPING: E 244 1942
 GV2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2215+STABILITY: SURFACE MOTION
 GV2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2215+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 GV2215
 GV2215  HISTORY     - Date     Condition        Report By
 GV2215  HISTORY     - 1942     MONUMENTED       CGS
 GV2215  HISTORY     - 1961     GOOD             CGS
 GV2215  HISTORY     - 19941029 GOOD             USPSQD
 GV2215  HISTORY     - 20000304 GOOD             USPSQD
 GV2215  HISTORY     - 20041109 GOOD             USPSQD
 GV2215
 GV2215                          STATION DESCRIPTION
 GV2215
 GV2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2215'3.7 MI SE FROM MANNBORO.
 GV2215'3.7 MILES EAST ALONG SECONDARY STATE HIGHWAY 708 FROM THE POST
 GV2215'OFFICE AT MANNBORO, AMELIA COUNTY, 0.5 MILE EAST OF THE CROSSING
 GV2215'OF WINTICOMACK CREEK, AT THE JUNCTION OF SECONDARY STATE HIGHWAY
 GV2215'610 LEADING SOUTH AND A PRIVATE ROAD LEADING NORTH, 71 FEET
 GV2215'NORTHWEST OF THE CENTER OF THE JUNCTION, 37 FEET WEST OF THE
 GV2215'CENTERLINE OF THE PRIVATE ROAD, 29 FEET NORTH OF THE CENTERLINE OF
 GV2215'SECONDARY STATE HIGHWAY 708, 4.5 FEET WEST OF A POWERLINE POLE,
 GV2215'1.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 GV2215'HIGHWAY.  A STANDARD DISK, STAMPED E 244 1942 AND SET IN THE
 GV2215'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 GV2215
 GV2215                          STATION RECOVERY (1994)
 GV2215
 GV2215'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2215'RECOVERED IN GOOD CONDITION.
 GV2215
 GV2215                          STATION RECOVERY (2000)
 GV2215
 GV2215'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2215'RECOVERED IN GOOD CONDITION.
 GV2215
 GV2215                          STATION RECOVERY (2004)
 GV2215
 GV2215'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2215'MARK IS IFT WEST OF SOUTHSIDE ELECTRIC POLE 84025.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2121 ***********************************************************************
 GV2121  DESIGNATION -  E 245
 GV2121  PID         -  GV2121
 GV2121  STATE/COUNTY-  VA/CHESTERFIELD
 GV2121  USGS QUAD   -  BEACH (1994)
 GV2121
 GV2121                         *CURRENT SURVEY CONTROL
 GV2121  ___________________________________________________________________
 GV2121* NAD 83(1986)-  37 22 09.     (N)    077 35 42.     (W)     SCALED    
 GV2121* NAVD 88     -        69.445  (meters)     227.84   (feet)  ADJUSTED  
 GV2121  ___________________________________________________________________
 GV2121  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GV2121  DYNAMIC HT  -          69.395 (meters)     227.67  (feet)  COMP
 GV2121  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 GV2121
 GV2121  VERT ORDER  -  SECOND    CLASS 0
 GV2121
 GV2121.The horizontal coordinates were scaled from a topographic map and have
 GV2121.an estimated accuracy of +/- 6 seconds.
 GV2121
 GV2121.The orthometric height was determined by differential leveling
 GV2121.and adjusted by the National Geodetic Survey in June 1991..
 GV2121
 GV2121.The geoid height was determined by GEOID03.
 GV2121
 GV2121.The dynamic height is computed by dividing the NAVD 88
 GV2121.geopotential number by the normal gravity value computed on the
 GV2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2121.degrees latitude (g = 980.6199 gals.).
 GV2121
 GV2121.The modeled gravity was interpolated from observed gravity values.
 GV2121
 GV2121;                    North         East    Units  Estimated Accuracy
 GV2121;SPC VA S     - 1,115,340.    3,580,160.      MT  (+/- 180 meters Scaled)
 GV2121
 GV2121                          SUPERSEDED SURVEY CONTROL
 GV2121
 GV2121  NGVD 29 (??/??/??)   69.750  (m)          228.84   (f) ADJUSTED    2 0
 GV2121
 GV2121.Superseded values are not recommended for survey control.
 GV2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2121.See file dsdata.txt to determine how the superseded data were derived.
 GV2121
 GV2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG702389(NAD 83)
 GV2121_MARKER: DB = BENCH MARK DISK
 GV2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2121_STAMPING: E 245 1942
 GV2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2121+STABILITY: SURFACE MOTION
 GV2121
 GV2121  HISTORY     - Date     Condition        Report By
 GV2121  HISTORY     - 1942     MONUMENTED       CGS
 GV2121  HISTORY     - 1961     GOOD             CGS
 GV2121  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2121  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2121  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2121  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2121  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2121  HISTORY     - 20041119 MARK NOT FOUND   USPSQD
 GV2121
 GV2121                          STATION DESCRIPTION
 GV2121
 GV2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2121'1 MI N FROM BEACH.
 GV2121'1.0 MILE NORTH ALONG SECONDARY STATE HIGHWAY 654 FROM THE POST
 GV2121'OFFICE AT BEACH, CHESTERFIELD COUNTY, IN THE SOUTH QUARTER
 GV2121'OF A ROAD INTERSECTION, 22 FEET SOUTHEAST OF THE CENTERLINE
 GV2121'OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GV2121'NORTHWEST-AND-SOUTHEAST ROAD, AND 1 FOOT EAST OF A WHITE
 GV2121'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 245 1942
 GV2121'AND SET IN THE TOP OF A CONCRETE POST.
 GV2121
 GV2121                          STATION RECOVERY (1961)
 GV2121
 GV2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2121'RECOVERED IN GOOD CONDITION.
 GV2121
 GV2121                          STATION RECOVERY (1989)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBK)
 GV2121'MARK NOT FOUND.
 GV2121
 GV2121                          STATION RECOVERY (1989)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV2121'MARK NOT FOUND.
 GV2121
 GV2121                          STATION RECOVERY (1990)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2121'MARK NOT FOUND.
 GV2121
 GV2121                          STATION RECOVERY (1994)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2121'MARK NOT FOUND.
 GV2121
 GV2121                          STATION RECOVERY (1999)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2121'MARK NOT FOUND.
 GV2121
 GV2121                          STATION RECOVERY (2004)
 GV2121
 GV2121'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2132 ***********************************************************************
 GV2132  DESIGNATION -  E 246
 GV2132  PID         -  GV2132
 GV2132  STATE/COUNTY-  VA/CHESTERFIELD
 GV2132  USGS QUAD   -  BEACH (1994)
 GV2132
 GV2132                         *CURRENT SURVEY CONTROL
 GV2132  ___________________________________________________________________
 GV2132* NAD 83(1986)-  37 16 21.     (N)    077 33 55.     (W)     SCALED    
 GV2132* NAVD 88     -        94.375  (meters)     309.63   (feet)  ADJUSTED  
 GV2132  ___________________________________________________________________
 GV2132  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GV2132  DYNAMIC HT  -          94.306 (meters)     309.40  (feet)  COMP
 GV2132  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GV2132
 GV2132  VERT ORDER  -  SECOND    CLASS 0
 GV2132
 GV2132.The horizontal coordinates were scaled from a topographic map and have
 GV2132.an estimated accuracy of +/- 6 seconds.
 GV2132
 GV2132.The orthometric height was determined by differential leveling
 GV2132.and adjusted by the National Geodetic Survey in June 1991..
 GV2132
 GV2132.The geoid height was determined by GEOID03.
 GV2132
 GV2132.The dynamic height is computed by dividing the NAVD 88
 GV2132.geopotential number by the normal gravity value computed on the
 GV2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2132.degrees latitude (g = 980.6199 gals.).
 GV2132
 GV2132.The modeled gravity was interpolated from observed gravity values.
 GV2132
 GV2132;                    North         East    Units  Estimated Accuracy
 GV2132;SPC VA S     - 1,104,630.    3,582,900.      MT  (+/- 180 meters Scaled)
 GV2132
 GV2132                          SUPERSEDED SURVEY CONTROL
 GV2132
 GV2132  NGVD 29 (??/??/??)   94.692  (m)          310.67   (f) ADJUSTED    2 0
 GV2132
 GV2132.Superseded values are not recommended for survey control.
 GV2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2132.See file dsdata.txt to determine how the superseded data were derived.
 GV2132
 GV2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG725281(NAD 83)
 GV2132_MARKER: DB = BENCH MARK DISK
 GV2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2132_STAMPING: E 246 1942
 GV2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2132+STABILITY: SURFACE MOTION
 GV2132
 GV2132  HISTORY     - Date     Condition        Report By
 GV2132  HISTORY     - 1942     MONUMENTED       CGS
 GV2132  HISTORY     - 1961     GOOD             CGS
 GV2132  HISTORY     - 1989     GOOD             USPSQD
 GV2132  HISTORY     - 1989     GOOD             USPSQD
 GV2132  HISTORY     - 1990     GOOD             USPSQD
 GV2132  HISTORY     - 19940220 GOOD             USPSQD
 GV2132  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2132  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2132
 GV2132                          STATION DESCRIPTION
 GV2132
 GV2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2132'2 MI W FROM MATOACA.
 GV2132'2.0 MILES WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 GV2132'AT MATOACA, CHESTERFIELD COUNTY, THENCE 4.7 MILES NORTHWEST
 GV2132'ALONG SECONDARY STATE HIGHWAY 602, AT THE INTERSECTION OF
 GV2132'SECONDARY STATE HIGHWAY 628, 53 FEET WEST OF THE CENTERLINE
 GV2132'OF SECONDARY STATE HIGHWAY 602, 29 FEET SOUTH OF THE CENTERLINE
 GV2132'OF SECONDARY STATE HIGHWAY 628, 35 FEET WEST OF POLE 262-1/2,
 GV2132'13.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 1.4
 GV2132'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 GV2132'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED E
 GV2132'246 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2132
 GV2132                          STATION RECOVERY (1961)
 GV2132
 GV2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2132'RECOVERED IN GOOD CONDITION.
 GV2132
 GV2132                          STATION RECOVERY (1989)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2132'RECOVERED IN GOOD CONDITION.
 GV2132
 GV2132                          STATION RECOVERY (1989)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOM)
 GV2132'RECOVERED IN GOOD CONDITION.
 GV2132
 GV2132                          STATION RECOVERY (1990)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2132'RECOVERED IN GOOD CONDITION.
 GV2132
 GV2132                          STATION RECOVERY (1994)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2132'RECOVERED IN GOOD CONDITION.
 GV2132
 GV2132                          STATION RECOVERY (1999)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2132'MARK NOT FOUND.
 GV2132
 GV2132                          STATION RECOVERY (2004)
 GV2132
 GV2132'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2132'CONCERTE MONUMENT WAS FOUND WITH TOP BROKEN OFF AND NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1640 ***********************************************************************
 GV1640  DESIGNATION -  E 247
 GV1640  PID         -  GV1640
 GV1640  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1640  USGS QUAD   -  HOPEWELL (1994)
 GV1640
 GV1640                         *CURRENT SURVEY CONTROL
 GV1640  ___________________________________________________________________
 GV1640* NAD 83(1986)-  37 15 43.     (N)    077 19 52.     (W)     SCALED    
 GV1640* NAVD 88     -        25.314  (meters)      83.05   (feet)  ADJUSTED  
 GV1640  ___________________________________________________________________
 GV1640  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GV1640  DYNAMIC HT  -          25.296 (meters)      82.99  (feet)  COMP
 GV1640  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 GV1640
 GV1640  VERT ORDER  -  FIRST     CLASS II
 GV1640
 GV1640.The horizontal coordinates were scaled from a topographic map and have
 GV1640.an estimated accuracy of +/- 6 seconds.
 GV1640
 GV1640.The orthometric height was determined by differential leveling
 GV1640.and adjusted by the National Geodetic Survey in June 1991..
 GV1640
 GV1640.The geoid height was determined by GEOID03.
 GV1640
 GV1640.The dynamic height is computed by dividing the NAVD 88
 GV1640.geopotential number by the normal gravity value computed on the
 GV1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1640.degrees latitude (g = 980.6199 gals.).
 GV1640
 GV1640.The modeled gravity was interpolated from observed gravity values.
 GV1640
 GV1640;                    North         East    Units  Estimated Accuracy
 GV1640;SPC VA S     - 1,103,690.    3,603,680.      MT  (+/- 180 meters Scaled)
 GV1640
 GV1640                          SUPERSEDED SURVEY CONTROL
 GV1640
 GV1640  NGVD 29 (??/??/??)   25.669  (m)           84.22   (f) ADJUSTED    1 2
 GV1640
 GV1640.Superseded values are not recommended for survey control.
 GV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1640.See file dsdata.txt to determine how the superseded data were derived.
 GV1640
 GV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG932264(NAD 83)
 GV1640_MARKER: DB = BENCH MARK DISK
 GV1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1640_STAMPING: E 247 1942
 GV1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1640+STABILITY: SURFACE MOTION
 GV1640
 GV1640  HISTORY     - Date     Condition        Report By
 GV1640  HISTORY     - 1942     MONUMENTED       CGS
 GV1640  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1640  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1640  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1640  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 GV1640
 GV1640                          STATION DESCRIPTION
 GV1640
 GV1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1640'3.9 MI SW FROM HOPEWELL.
 GV1640'3.9 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1640'THE STATION AT HOPEWELL, PRINCE GEORGE COUNTY, ABOUT 0.2 MILE
 GV1640'SOUTHWEST OF MILEPOST P 5, 33 FEET NORTHEAST OF THE CENTER LINE
 GV1640'OF A DIRT ROAD LEADING TO THE RIFLE RANGE AT CAMP LEE, 21.5
 GV1640'FEET NORTHWEST OF THE TRACK, AND 2 FEET SOUTHEAST OF A WIRE
 GV1640'FENCE.  A STANDARD DISK, STAMPED E 247 1942 AND SET IN THE TOP OF
 GV1640'A CONCRETE POST.
 GV1640
 GV1640                          STATION RECOVERY (1998)
 GV1640
 GV1640'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1640'MARK NOT FOUND.
 GV1640
 GV1640                          STATION RECOVERY (2003)
 GV1640
 GV1640'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1640'MARK NOT FOUND.
 GV1640
 GV1640                          STATION RECOVERY (2004)
 GV1640
 GV1640'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0296 ***********************************************************************
 GX0296  DESIGNATION -  E 25
 GX0296  PID         -  GX0296
 GX0296  STATE/COUNTY-  VA/MONTGOMERY
 GX0296  USGS QUAD   -  BLACKSBURG (1983)
 GX0296
 GX0296                         *CURRENT SURVEY CONTROL
 GX0296  ___________________________________________________________________
 GX0296* NAD 83(1986)-  37 09 45.     (N)    080 29 46.     (W)     SCALED    
 GX0296* NAVD 88     -       547.440  (meters)    1796.06   (feet)  ADJUSTED  
 GX0296  ___________________________________________________________________
 GX0296  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 GX0296  DYNAMIC HT  -         546.948 (meters)    1794.45  (feet)  COMP
 GX0296  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 GX0296
 GX0296  VERT ORDER  -  FIRST     CLASS II
 GX0296
 GX0296.The horizontal coordinates were scaled from a topographic map and have
 GX0296.an estimated accuracy of +/- 6 seconds.
 GX0296
 GX0296.The orthometric height was determined by differential leveling
 GX0296.and adjusted by the National Geodetic Survey in June 1991..
 GX0296
 GX0296.The geoid height was determined by GEOID03.
 GX0296
 GX0296.The dynamic height is computed by dividing the NAVD 88
 GX0296.geopotential number by the normal gravity value computed on the
 GX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0296.degrees latitude (g = 980.6199 gals.).
 GX0296
 GX0296.The modeled gravity was interpolated from observed gravity values.
 GX0296
 GX0296;                    North         East    Units  Estimated Accuracy
 GX0296;SPC VA S     - 1,093,890.    3,322,720.      MT  (+/- 180 meters Scaled)
 GX0296
 GX0296                          SUPERSEDED SURVEY CONTROL
 GX0296
 GX0296  NGVD 29 (??/??/92)  547.553  (m)         1796.43   (f) ADJ UNCH    1 2
 GX0296
 GX0296.Superseded values are not recommended for survey control.
 GX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0296.See file dsdata.txt to determine how the superseded data were derived.
 GX0296
 GX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB447130(NAD 83)
 GX0296_MARKER: DB = BENCH MARK DISK
 GX0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0296_SP_SET: BRIDGE
 GX0296_STAMPING: 1796.568 E 25 1931
 GX0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0296
 GX0296  HISTORY     - Date     Condition        Report By
 GX0296  HISTORY     - 1931     MONUMENTED       CGS
 GX0296  HISTORY     - 1934     GOOD             NGS
 GX0296
 GX0296                          STATION DESCRIPTION
 GX0296
 GX0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX0296'0.5 MI W FROM VICKERS.
 GX0296'0.5 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM VICKERS,
 GX0296'IN THE NORTHEAST BACK WALL OF BRIDGE 188, AND 6.8 FEET NORTHWEST
 GX0296'OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED 1796.568 E 25 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0356 ***********************************************************************
 GW0356  DESIGNATION -  E 250
 GW0356  PID         -  GW0356
 GW0356  STATE/COUNTY-  VA/NOTTOWAY
 GW0356  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0356
 GW0356                         *CURRENT SURVEY CONTROL
 GW0356  ___________________________________________________________________
 GW0356* NAD 83(1986)-  37 02 27.     (N)    078 02 03.     (W)     SCALED    
 GW0356* NAVD 88     -        77.448  (meters)     254.09   (feet)  POSTED    
 GW0356  ___________________________________________________________________
 GW0356  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0356  DYNAMIC HT  -          77.390 (meters)     253.90  (feet)  COMP
 GW0356  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 GW0356
 GW0356  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0356
 GW0356.The horizontal coordinates were scaled from a topographic map and have
 GW0356.an estimated accuracy of +/- 6 seconds.
 GW0356
 GW0356.The orthometric height was determined by differential leveling
 GW0356.and adjusted by the National Geodetic Survey in 1992..
 GW0356.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0356.rate of 0.0 thru 1.0 mm/km.
 GW0356
 GW0356.The geoid height was determined by GEOID03.
 GW0356
 GW0356.The dynamic height is computed by dividing the NAVD 88
 GW0356.geopotential number by the normal gravity value computed on the
 GW0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0356.degrees latitude (g = 980.6199 gals.).
 GW0356
 GW0356.The modeled gravity was interpolated from observed gravity values.
 GW0356
 GW0356;                    North         East    Units  Estimated Accuracy
 GW0356;SPC VA S     - 1,078,620.    3,541,440.      MT  (+/- 180 meters Scaled)
 GW0356
 GW0356                          SUPERSEDED SURVEY CONTROL
 GW0356
 GW0356  NGVD 29 (??/??/92)   77.724  (m)          255.00   (f) ADJ UNCH    2 0
 GW0356
 GW0356.Superseded values are not recommended for survey control.
 GW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0356.See file dsdata.txt to determine how the superseded data were derived.
 GW0356
 GW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB637035(NAD 83)
 GW0356_MARKER: DB = BENCH MARK DISK
 GW0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0356_SP_SET: FOUNDATION
 GW0356_STAMPING: E 250 1952
 GW0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0356
 GW0356  HISTORY     - Date     Condition        Report By
 GW0356  HISTORY     - 1942     MONUMENTED       CGS
 GW0356  HISTORY     - 1963     GOOD             NGS
 GW0356  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW0356  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GW0356  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0356
 GW0356                          STATION DESCRIPTION
 GW0356
 GW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GW0356'3.5 MI S FROM BLACKSTONE.
 GW0356'3.5 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE NORFOLK AND
 GW0356'WESTERN RAILWAY STATION AT BLACKSTONE, NOTTOWAY COUNTY, AT THE
 GW0356'HIGHWAY BRIDGE OVER THE LITTLE NOTTOWAY RIVER, IN THE NORTH END
 GW0356'OF THE WEST FOUNDATION, 15 INCHES SOUTH OF THE NORTH END OF THE
 GW0356'WALL, AND ABOUT 8 INCHES HIGHER THAN THE PAVEMENT.  A STANDARD
 GW0356'DISK, STAMPED E 250 1942.
 GW0356
 GW0356                          STATION RECOVERY (1963)
 GW0356
 GW0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW0356'RECOVERED IN GOOD CONDITION.
 GW0356
 GW0356                          STATION RECOVERY (1996)
 GW0356
 GW0356'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0356'MARK NOT FOUND.
 GW0356
 GW0356                          STATION RECOVERY (2000)
 GW0356
 GW0356'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0356'MARK NOT FOUND.
 GW0356
 GW0356                          STATION RECOVERY (2001)
 GW0356
 GW0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0130 ***********************************************************************
 HW0130  DESIGNATION -  E 251
 HW0130  PID         -  HW0130
 HW0130  STATE/COUNTY-  VA/CULPEPER
 HW0130  USGS QUAD   -  CASTLETON (1994)
 HW0130
 HW0130                         *CURRENT SURVEY CONTROL
 HW0130  ___________________________________________________________________
 HW0130* NAD 83(1986)-  38 31 54.     (N)    078 07 10.     (W)     SCALED    
 HW0130* NAVD 88     -       127.254  (meters)     417.50   (feet)  ADJUSTED  
 HW0130  ___________________________________________________________________
 HW0130  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0130  DYNAMIC HT  -         127.172 (meters)     417.23  (feet)  COMP
 HW0130  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 HW0130
 HW0130  VERT ORDER  -  SECOND    CLASS 0
 HW0130
 HW0130.The horizontal coordinates were scaled from a topographic map and have
 HW0130.an estimated accuracy of +/- 6 seconds.
 HW0130
 HW0130.The orthometric height was determined by differential leveling
 HW0130.and adjusted by the National Geodetic Survey in June 1991..
 HW0130
 HW0130.The geoid height was determined by GEOID03.
 HW0130
 HW0130.The dynamic height is computed by dividing the NAVD 88
 HW0130.geopotential number by the normal gravity value computed on the
 HW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0130.degrees latitude (g = 980.6199 gals.).
 HW0130
 HW0130.The modeled gravity was interpolated from observed gravity values.
 HW0130
 HW0130;                    North         East    Units  Estimated Accuracy
 HW0130;SPC VA N     - 2,096,080.    3,533,180.      MT  (+/- 180 meters Scaled)
 HW0130
 HW0130                          SUPERSEDED SURVEY CONTROL
 HW0130
 HW0130  NGVD 29 (??/??/92)  127.458  (m)          418.17   (f) ADJ UNCH    2 0
 HW0130
 HW0130.Superseded values are not recommended for survey control.
 HW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0130.See file dsdata.txt to determine how the superseded data were derived.
 HW0130
 HW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC510687(NAD 83)
 HW0130_MARKER: DB = BENCH MARK DISK
 HW0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0130_SP_SET: BRIDGE
 HW0130_STAMPING: E 251 1942
 HW0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0130
 HW0130  HISTORY     - Date     Condition        Report By
 HW0130  HISTORY     - 1942     MONUMENTED       CGS
 HW0130  HISTORY     - 1959     GOOD             NGS
 HW0130  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0130
 HW0130                          STATION DESCRIPTION
 HW0130
 HW0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HW0130'1.1 MI SE FROM BOSTON.
 HW0130'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST
 HW0130'OFFICE AT BOSTON, CULPEPER COUNTY, AT THE CONCRETE BRIDGE OVER
 HW0130'THE HAZEL RIVER, IN THE EAST CORNER OF THE SOUTH ABUTMENT, AND
 HW0130'14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 HW0130'STAMPED E 251 1942.
 HW0130
 HW0130                          STATION RECOVERY (2001)
 HW0130
 HW0130'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3078 ***********************************************************************
 JV3078  DESIGNATION -  E 252
 JV3078  PID         -  JV3078
 JV3078  STATE/COUNTY-  VA/LOUDOUN
 JV3078  USGS QUAD   -  WATERFORD (1984)
 JV3078
 JV3078                         *CURRENT SURVEY CONTROL
 JV3078  ___________________________________________________________________
 JV3078* NAD 83(1986)-  39 12 29.     (N)    077 33 44.     (W)     SCALED    
 JV3078* NAVD 88     -       179.164  (meters)     587.81   (feet)  ADJUSTED  
 JV3078  ___________________________________________________________________
 JV3078  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JV3078  DYNAMIC HT  -         179.065 (meters)     587.48  (feet)  COMP
 JV3078  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 JV3078
 JV3078  VERT ORDER  -  SECOND    CLASS 0
 JV3078
 JV3078.The horizontal coordinates were scaled from a topographic map and have
 JV3078.an estimated accuracy of +/- 6 seconds.
 JV3078
 JV3078.The orthometric height was determined by differential leveling
 JV3078.and adjusted by the National Geodetic Survey in June 1991..
 JV3078
 JV3078.The geoid height was determined by GEOID03.
 JV3078
 JV3078.The dynamic height is computed by dividing the NAVD 88
 JV3078.geopotential number by the normal gravity value computed on the
 JV3078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3078.degrees latitude (g = 980.6199 gals.).
 JV3078
 JV3078.The modeled gravity was interpolated from observed gravity values.
 JV3078
 JV3078;                    North         East    Units  Estimated Accuracy
 JV3078;SPC VA N     - 2,171,510.    3,581,000.      MT  (+/- 180 meters Scaled)
 JV3078
 JV3078                          SUPERSEDED SURVEY CONTROL
 JV3078
 JV3078  NGVD 29 (??/??/??)  179.382  (m)          588.52   (f) ADJUSTED    2 0
 JV3078
 JV3078.Superseded values are not recommended for survey control.
 JV3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3078.See file dsdata.txt to determine how the superseded data were derived.
 JV3078
 JV3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ787429(NAD 83)
 JV3078_MARKER: DB = BENCH MARK DISK
 JV3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3078_STAMPING: E 252 1942
 JV3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3078+STABILITY: SURFACE MOTION
 JV3078
 JV3078  HISTORY     - Date     Condition        Report By
 JV3078  HISTORY     - 1942     MONUMENTED       CGS
 JV3078
 JV3078                          STATION DESCRIPTION
 JV3078
 JV3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3078'1.8 MI W FROM LUCKETTS.
 JV3078'ABOUT 1.8 MILES WEST ALONG STATE SECONDARY ROAD 662 FROM THE
 JV3078'POST OFFICE AT LUCKETTS, LOUDOUN COUNTY, AT THE TOP OF A LONG
 JV3078'HILL SLOPING SOUTHEAST, AT THE NORTHWEST CORNER OF A FARMHOUSE
 JV3078'YARD, 49.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JV3078'11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.6 FEET WEST OF
 JV3078'THE WEST GATEPOST, 2.4 FEET NORTHWEST OF A 3-WAY FENCE POST, AND
 JV3078'0.7 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JV3078'STAMPED E 252 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3121 ***********************************************************************
 JV3121  DESIGNATION -  E 253
 JV3121  PID         -  JV3121
 JV3121  STATE/COUNTY-  VA/LOUDOUN
 JV3121  USGS QUAD   -  BLUEMONT (1981)
 JV3121
 JV3121                         *CURRENT SURVEY CONTROL
 JV3121  ___________________________________________________________________
 JV3121* NAD 83(1986)-  39 00 08.     (N)    077 50 18.     (W)     SCALED    
 JV3121* NAVD 88     -       136.154  (meters)     446.70   (feet)  ADJUSTED  
 JV3121  ___________________________________________________________________
 JV3121  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JV3121  DYNAMIC HT  -         136.072 (meters)     446.43  (feet)  COMP
 JV3121  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 JV3121
 JV3121  VERT ORDER  -  SECOND    CLASS 0
 JV3121
 JV3121.The horizontal coordinates were scaled from a topographic map and have
 JV3121.an estimated accuracy of +/- 6 seconds.
 JV3121
 JV3121.The orthometric height was determined by differential leveling
 JV3121.and adjusted by the National Geodetic Survey in June 1991..
 JV3121
 JV3121.The geoid height was determined by GEOID03.
 JV3121
 JV3121.The dynamic height is computed by dividing the NAVD 88
 JV3121.geopotential number by the normal gravity value computed on the
 JV3121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3121.degrees latitude (g = 980.6199 gals.).
 JV3121
 JV3121.The modeled gravity was interpolated from observed gravity values.
 JV3121
 JV3121;                    North         East    Units  Estimated Accuracy
 JV3121;SPC VA N     - 2,148,450.    3,557,310.      MT  (+/- 180 meters Scaled)
 JV3121
 JV3121                          SUPERSEDED SURVEY CONTROL
 JV3121
 JV3121  NGVD 29 (??/??/??)  136.363  (m)          447.38   (f) ADJUSTED    2 0
 JV3121
 JV3121.Superseded values are not recommended for survey control.
 JV3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3121.See file dsdata.txt to determine how the superseded data were derived.
 JV3121
 JV3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ542208(NAD 83)
 JV3121_MARKER: DB = BENCH MARK DISK
 JV3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3121_STAMPING: E-253 1942
 JV3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3121+STABILITY: SURFACE MOTION
 JV3121
 JV3121  HISTORY     - Date     Condition        Report By
 JV3121  HISTORY     - 1942     MONUMENTED       CGS
 JV3121  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 JV3121
 JV3121                          STATION DESCRIPTION
 JV3121
 JV3121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3121'3 MI NE FROM UPPERVILLE.
 JV3121'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 50 FROM THE POST
 JV3121'OFFICE AT UPPERVILLE, THENCE 1.3 MILES ALONG NO. 623, SET AT
 JV3121'THE INTERSECTION OF 623 AND A PRIVATE ROAD LEADING EAST INTO
 JV3121'A FIELD, 17 FEET EAST OF CENTER-LINE OF 623, 14 FEET SOUTH OF
 JV3121'THE SOUTH GATE POST, 2.5 FEET WEST OF THE STONE FENCE, 1.5 FEET
 JV3121'NORTH OF A WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF A
 JV3121'CONCRETE POST.
 JV3121
 JV3121                          STATION RECOVERY (2005)
 JV3121
 JV3121'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JV3121'MARK NOT FOUND.  DESCRIPTION OF JV3122, A RESET FOR THIS MARK
 JV3121'INDICATES IT MAY HAVE BEEN IN THE PATH OF ROAD CONSTRUCTION IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3122 ***********************************************************************
 JV3122  DESIGNATION -  E 253 RESET 1965
 JV3122  PID         -  JV3122
 JV3122  STATE/COUNTY-  VA/LOUDOUN
 JV3122  USGS QUAD   -  BLUEMONT (1981)
 JV3122
 JV3122                         *CURRENT SURVEY CONTROL
 JV3122  ___________________________________________________________________
 JV3122* NAD 83(1986)-  39 00 08.     (N)    077 50 18.     (W)     SCALED    
 JV3122* NAVD 88     -       137.58   (meters)     451.4    (feet)  RESET     
 JV3122  ___________________________________________________________________
 JV3122  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JV3122
 JV3122  VERT ORDER  -  THIRD
 JV3122
 JV3122.The horizontal coordinates were scaled from a topographic map and have
 JV3122.an estimated accuracy of +/- 6 seconds.
 JV3122
 JV3122.The orthometric height was computed from unverified reset data.
 JV3122.No vertical observational check was made to the station.
 JV3122
 JV3122.The geoid height was determined by GEOID03.
 JV3122
 JV3122;                    North         East    Units  Estimated Accuracy
 JV3122;SPC VA N     - 2,148,450.    3,557,310.      MT  (+/- 180 meters Scaled)
 JV3122
 JV3122                          SUPERSEDED SURVEY CONTROL
 JV3122
 JV3122  NGVD 29 (??/??/??)  137.79   (m)          452.1    (f) RESET       3  
 JV3122
 JV3122.Superseded values are not recommended for survey control.
 JV3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3122.See file dsdata.txt to determine how the superseded data were derived.
 JV3122
 JV3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ542208(NAD 83)
 JV3122_MARKER: DB = BENCH MARK DISK
 JV3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3122_STAMPING: E 253 RESET 1965
 JV3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3122+STABILITY: SURFACE MOTION
 JV3122
 JV3122  HISTORY     - Date     Condition        Report By
 JV3122  HISTORY     - 1965     MONUMENTED       VADH
 JV3122
 JV3122                          STATION DESCRIPTION
 JV3122
 JV3122'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1965
 JV3122'0.4 MI SW FROM WILLISVILLE.
 JV3122'0.4 MILES SOUTHWEST ALONG STATE HIGHWAY 623 FROM THE
 JV3122'INTERSECTION OF STATE HIGHWAY 743 AT WILLISVILLE, LOUDOUN
 JV3122'COUNTY, 60 FEET EAST OR LT. STATION 42+50 NEW LOCATION OF ROUTE
 JV3122'623 PROJ-- 0623-053-109 IN LINE OF NEW FENCE ALONG RELOCATED
 JV3122'PRIVATE ROAD LEADING WEST INTO A FIELD, SET IN TOP OF A
 JV3122'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0067 ***********************************************************************
 HW0067  DESIGNATION -  E 254
 HW0067  PID         -  HW0067
 HW0067  STATE/COUNTY-  VA/WARREN
 HW0067  USGS QUAD   -  LINDEN (1994)
 HW0067
 HW0067                         *CURRENT SURVEY CONTROL
 HW0067  ___________________________________________________________________
 HW0067* NAD 83(1986)-  38 55 39.     (N)    078 04 08.     (W)     SCALED    
 HW0067* NAVD 88     -       494.505  (meters)    1622.39   (feet)  ADJUSTED  
 HW0067  ___________________________________________________________________
 HW0067  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HW0067  DYNAMIC HT  -         494.174 (meters)    1621.30  (feet)  COMP
 HW0067  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HW0067
 HW0067  VERT ORDER  -  SECOND    CLASS 0
 HW0067
 HW0067.The horizontal coordinates were scaled from a topographic map and have
 HW0067.an estimated accuracy of +/- 6 seconds.
 HW0067
 HW0067.The orthometric height was determined by differential leveling
 HW0067.and adjusted by the National Geodetic Survey in June 1991..
 HW0067
 HW0067.The geoid height was determined by GEOID03.
 HW0067
 HW0067.The dynamic height is computed by dividing the NAVD 88
 HW0067.geopotential number by the normal gravity value computed on the
 HW0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0067.degrees latitude (g = 980.6199 gals.).
 HW0067
 HW0067.The modeled gravity was interpolated from observed gravity values.
 HW0067
 HW0067;                    North         East    Units  Estimated Accuracy
 HW0067;SPC VA N     - 2,140,040.    3,537,380.      MT  (+/- 180 meters Scaled)
 HW0067
 HW0067                          SUPERSEDED SURVEY CONTROL
 HW0067
 HW0067  NGVD 29 (??/??/92)  494.699  (m)         1623.03   (f) ADJ UNCH    2 0
 HW0067
 HW0067.Superseded values are not recommended for survey control.
 HW0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0067.See file dsdata.txt to determine how the superseded data were derived.
 HW0067
 HW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD540128(NAD 83)
 HW0067_MARKER: DB = BENCH MARK DISK
 HW0067_SETTING: 80 = SET IN A BOULDER
 HW0067_SP_SET: BOULDER
 HW0067_STAMPING: E-254 1942
 HW0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0067+STABILITY: SURFACE MOTION
 HW0067
 HW0067  HISTORY     - Date     Condition        Report By
 HW0067  HISTORY     - 1942     MONUMENTED       CGS
 HW0067
 HW0067                          STATION DESCRIPTION
 HW0067
 HW0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0067'2.4 MI N FROM LINDEN.
 HW0067'2.4 MILES NORTH ALONG STATE HIGHWAY 638 FROM THE POST OFFICE AT
 HW0067'LINDEN, WARREN COUNTY, AT A FENCE LINE, 55 FEET NORTH OF A
 HW0067'LARGE TREE USED AS A FENCE CORNER, 16 FEET SOUTHWEST OF THE
 HW0067'SOUTH CORNER OF THE FENCE AND A GATEPOST, AT A ROAD JUNCTION,
 HW0067'47.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 HW0067'NORTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, IN THE TOP OF A
 HW0067'ROCK BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 HW0067'STANDARD DISK, STAMPED E 254 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0758 ***********************************************************************
 HW0758  DESIGNATION -  E 255
 HW0758  PID         -  HW0758
 HW0758  STATE/COUNTY-  VA/ROCKINGHAM
 HW0758  USGS QUAD   -  HARRISONBURG (1989)
 HW0758
 HW0758                         *CURRENT SURVEY CONTROL
 HW0758  ___________________________________________________________________
 HW0758* NAD 83(1986)-  38 26 50.     (N)    078 48 34.     (W)     SCALED    
 HW0758* NAVD 88     -       428.004  (meters)    1404.21   (feet)  ADJUSTED  
 HW0758  ___________________________________________________________________
 HW0758  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HW0758  DYNAMIC HT  -         427.692 (meters)    1403.19  (feet)  COMP
 HW0758  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 HW0758
 HW0758  VERT ORDER  -  SECOND    CLASS 0
 HW0758
 HW0758.The horizontal coordinates were scaled from a topographic map and have
 HW0758.an estimated accuracy of +/- 6 seconds.
 HW0758
 HW0758.The orthometric height was determined by differential leveling
 HW0758.and adjusted by the National Geodetic Survey in June 1991..
 HW0758
 HW0758.The geoid height was determined by GEOID03.
 HW0758
 HW0758.The dynamic height is computed by dividing the NAVD 88
 HW0758.geopotential number by the normal gravity value computed on the
 HW0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0758.degrees latitude (g = 980.6199 gals.).
 HW0758
 HW0758.The modeled gravity was interpolated from observed gravity values.
 HW0758
 HW0758;                    North         East    Units  Estimated Accuracy
 HW0758;SPC VA N     - 2,086,690.    3,472,990.      MT  (+/- 180 meters Scaled)
 HW0758
 HW0758                          SUPERSEDED SURVEY CONTROL
 HW0758
 HW0758  NGVD 29 (??/??/92)  428.142  (m)         1404.66   (f) ADJ UNCH    2 0
 HW0758
 HW0758.Superseded values are not recommended for survey control.
 HW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0758.See file dsdata.txt to determine how the superseded data were derived.
 HW0758
 HW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC911577(NAD 83)
 HW0758_MARKER: DB = BENCH MARK DISK
 HW0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0758_SP_SET: ABUTMENT
 HW0758_STAMPING: E 255 1942
 HW0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0758
 HW0758  HISTORY     - Date     Condition        Report By
 HW0758  HISTORY     - 1942     MONUMENTED       CGS
 HW0758  HISTORY     - 1965     GOOD             NGS
 HW0758
 HW0758                          STATION DESCRIPTION
 HW0758
 HW0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0758'4.7 MI NE FROM HARRISONBURG.
 HW0758'4.7 MILES NORTHEAST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0758'STATION AT HARRISONBURG, ROCKINGHAM COUNTY, ABOUT 1,900 FEET FROM
 HW0758'THE CROSSING OF STATE SECONDARY ROAD 719, AT A TRESTLE, IN THE
 HW0758'NORTHWEST CORNER OF THE NORTH ABUTMENT, AND 7.2 FEET WEST OF THE
 HW0758'WEST RAIL.
 HW0758
 HW0758                          STATION RECOVERY (1965)
 HW0758
 HW0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3097 ***********************************************************************
 JV3097  DESIGNATION -  E 256
 JV3097  PID         -  JV3097
 JV3097  STATE/COUNTY-  VA/LOUDOUN
 JV3097  USGS QUAD   -  ROUND HILL (1981)
 JV3097
 JV3097                         *CURRENT SURVEY CONTROL
 JV3097  ___________________________________________________________________
 JV3097* NAD 83(1986)-  39 13 46.     (N)    077 45 05.     (W)     SCALED    
 JV3097* NAVD 88     -       193.676  (meters)     635.42   (feet)  ADJUSTED  
 JV3097  ___________________________________________________________________
 JV3097  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JV3097  DYNAMIC HT  -         193.560 (meters)     635.04  (feet)  COMP
 JV3097  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 JV3097
 JV3097  VERT ORDER  -  SECOND    CLASS 0
 JV3097
 JV3097.The horizontal coordinates were scaled from a topographic map and have
 JV3097.an estimated accuracy of +/- 6 seconds.
 JV3097
 JV3097.The orthometric height was determined by differential leveling
 JV3097.and adjusted by the National Geodetic Survey in June 1991..
 JV3097
 JV3097.The geoid height was determined by GEOID03.
 JV3097
 JV3097.The dynamic height is computed by dividing the NAVD 88
 JV3097.geopotential number by the normal gravity value computed on the
 JV3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3097.degrees latitude (g = 980.6199 gals.).
 JV3097
 JV3097.The modeled gravity was interpolated from observed gravity values.
 JV3097
 JV3097;                    North         East    Units  Estimated Accuracy
 JV3097;SPC VA N     - 2,173,740.    3,564,640.      MT  (+/- 180 meters Scaled)
 JV3097
 JV3097                          SUPERSEDED SURVEY CONTROL
 JV3097
 JV3097  NGVD 29 (??/??/??)  193.882  (m)          636.09   (f) ADJUSTED    2 0
 JV3097
 JV3097.Superseded values are not recommended for survey control.
 JV3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3097.See file dsdata.txt to determine how the superseded data were derived.
 JV3097
 JV3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ625458(NAD 83)
 JV3097_MARKER: DB = BENCH MARK DISK
 JV3097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3097_SP_SET: CULVERT HEADWALL
 JV3097_STAMPING: E 256 1942
 JV3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3097
 JV3097  HISTORY     - Date     Condition        Report By
 JV3097  HISTORY     - 1942     MONUMENTED       CGS
 JV3097
 JV3097                          STATION DESCRIPTION
 JV3097
 JV3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3097'2.9 MI NW FROM HILLSBORO.
 JV3097'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3097'AT HILLSBORO, LOUDOUN COUNTY, IN THE CENTER OF THE NORTHEAST
 JV3097'CONCRETE HEAD WALL OF A CULVERT, 20.5 FEET NORTHEAST OF THE
 JV3097'CENTER LINE OF THE HIGHWAY, AND 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 JV3097'FENCE.  A STANDARD DISK, STAMPED E 256 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3728 ***********************************************************************
 HV3728  DESIGNATION -  E 257
 HV3728  PID         -  HV3728
 HV3728  STATE/COUNTY-  VA/FAUQUIER
 HV3728  USGS QUAD   -  RECTORTOWN (1981)
 HV3728
 HV3728                         *CURRENT SURVEY CONTROL
 HV3728  ___________________________________________________________________
 HV3728* NAD 83(1986)-  38 58 20.     (N)    077 47 28.     (W)     SCALED    
 HV3728* NAVD 88     -       109.505  (meters)     359.27   (feet)  ADJUSTED  
 HV3728  ___________________________________________________________________
 HV3728  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV3728  DYNAMIC HT  -         109.440 (meters)     359.05  (feet)  COMP
 HV3728  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 HV3728
 HV3728  VERT ORDER  -  SECOND    CLASS 0
 HV3728
 HV3728.The horizontal coordinates were scaled from a topographic map and have
 HV3728.an estimated accuracy of +/- 6 seconds.
 HV3728
 HV3728.The orthometric height was determined by differential leveling
 HV3728.and adjusted by the National Geodetic Survey in June 1991..
 HV3728
 HV3728.The geoid height was determined by GEOID03.
 HV3728
 HV3728.The dynamic height is computed by dividing the NAVD 88
 HV3728.geopotential number by the normal gravity value computed on the
 HV3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3728.degrees latitude (g = 980.6199 gals.).
 HV3728
 HV3728.The modeled gravity was interpolated from observed gravity values.
 HV3728
 HV3728;                    North         East    Units  Estimated Accuracy
 HV3728;SPC VA N     - 2,145,160.    3,561,430.      MT  (+/- 180 meters Scaled)
 HV3728
 HV3728                          SUPERSEDED SURVEY CONTROL
 HV3728
 HV3728  NGVD 29 (??/??/??)  109.708  (m)          359.93   (f) ADJUSTED    2 0
 HV3728
 HV3728.Superseded values are not recommended for survey control.
 HV3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3728.See file dsdata.txt to determine how the superseded data were derived.
 HV3728
 HV3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ581174(NAD 83)
 HV3728_MARKER: DB = BENCH MARK DISK
 HV3728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3728_SP_SET: BRIDGE
 HV3728_STAMPING: E 257 1942
 HV3728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3728
 HV3728  HISTORY     - Date     Condition        Report By
 HV3728  HISTORY     - 1942     MONUMENTED       CGS
 HV3728  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 HV3728
 HV3728                          STATION DESCRIPTION
 HV3728
 HV3728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3728'3 MI W FROM MIDDLEBURG.
 HV3728'3.0 MILES WEST OF THE NATIONAL BANK AT MIDDLEBURG, ALONG U.S.
 HV3728'HIGHWAY 50, 11.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HV3728'SET IN THE TOP OF THE RAILING OF A STONE BRIDGE, 2 FEET HIGHER
 HV3728'THAN THE GROUND, AND 4.2 FEET SOUTHEAST OF THE NORTHWEST END
 HV3728'OF RAILING.
 HV3728
 HV3728                          STATION RECOVERY (2005)
 HV3728
 HV3728'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV3728'NO STONE BRDIGE AT LOCATION DESCRIBED.  CULVERT FOUND AT LOCATION WITH
 HV3728'HV3729 ON IT, A RESET FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3729 ***********************************************************************
 HV3729  DESIGNATION -  E 257 RESET 1948
 HV3729  PID         -  HV3729
 HV3729  STATE/COUNTY-  VA/FAUQUIER
 HV3729  USGS QUAD   -  RECTORTOWN (1981)
 HV3729
 HV3729                         *CURRENT SURVEY CONTROL
 HV3729  ___________________________________________________________________
 HV3729* NAD 83(1986)-  38 58 20.     (N)    077 47 28.     (W)     SCALED    
 HV3729* NAVD 88     -       110.49   (meters)     362.5    (feet)  RESET     
 HV3729  ___________________________________________________________________
 HV3729  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HV3729
 HV3729  VERT ORDER  -  THIRD
 HV3729
 HV3729.The horizontal coordinates were scaled from a topographic map and have
 HV3729.an estimated accuracy of +/- 6 seconds.
 HV3729
 HV3729.The orthometric height was computed from unverified reset data.
 HV3729.No vertical observational check was made to the station.
 HV3729
 HV3729.The geoid height was determined by GEOID03.
 HV3729
 HV3729;                    North         East    Units  Estimated Accuracy
 HV3729;SPC VA N     - 2,145,160.    3,561,430.      MT  (+/- 180 meters Scaled)
 HV3729
 HV3729                          SUPERSEDED SURVEY CONTROL
 HV3729
 HV3729  NGVD 29 (??/??/??)  110.75   (m)          363.4    (f) RESET       3  
 HV3729
 HV3729.Superseded values are not recommended for survey control.
 HV3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3729.See file dsdata.txt to determine how the superseded data were derived.
 HV3729
 HV3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ581174(NAD 83)
 HV3729_MARKER: DB = BENCH MARK DISK
 HV3729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3729_SP_SET: BRIDGE
 HV3729_STAMPING: E 257 RESET 1948
 HV3729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3729+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 HV3729
 HV3729  HISTORY     - Date     Condition        Report By
 HV3729  HISTORY     - 1948     MONUMENTED       VADH
 HV3729  HISTORY     - 20050319 GOOD             GEOCAC
 HV3729
 HV3729                          STATION DESCRIPTION
 HV3729
 HV3729'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1948
 HV3729'5.2 MI SE FROM UPPERVILLE.
 HV3729'IN FAUQUIER COUNTY, 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50
 HV3729'FROM THE POST OFFICE AT UPPERVILLE, FAUQUIER COUNTY, 3.1 MILES
 HV3729'WEST OF THE NATIONAL BAMK AT MIBBLEBURG, LOUDOUN COUNTY, 0.1
 HV3729'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, AT A
 HV3729'CONCRETE-ARCH BRIDGE OVER CROMWELLS RUN, IN THE TOP OF THE
 HV3729'SOUTHWEST HEAD WALL, AND 30 FEET SOUTHWEST OF THE CENTER LINE
 HV3729'OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 257 RESET 1948.
 HV3729'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 HV3729'BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN JUNE 1948.
 HV3729
 HV3729                          STATION RECOVERY (2005)
 HV3729
 HV3729'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV3729'RECOVERED AS DESCRIBED, MARK IS HARD TO ACCESS DUE TO A STEEP SLOPE
 HV3729'DOWN FROM THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0755 ***********************************************************************
 HV0755  DESIGNATION -  E 259
 HV0755  PID         -  HV0755
 HV0755  STATE/COUNTY-  VA/WESTMORELAND
 HV0755  USGS QUAD   -  MACHODOC (1982)
 HV0755
 HV0755                         *CURRENT SURVEY CONTROL
 HV0755  ___________________________________________________________________
 HV0755* NAD 83(1986)-  38 05 21.     (N)    076 42 55.     (W)     SCALED    
 HV0755* NAVD 88     -        13.624  (meters)      44.70   (feet)  ADJUSTED  
 HV0755  ___________________________________________________________________
 HV0755  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HV0755  DYNAMIC HT  -          13.616 (meters)      44.67  (feet)  COMP
 HV0755  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 HV0755
 HV0755  VERT ORDER  -  SECOND    CLASS 0
 HV0755
 HV0755.The horizontal coordinates were scaled from a topographic map and have
 HV0755.an estimated accuracy of +/- 6 seconds.
 HV0755
 HV0755.The orthometric height was determined by differential leveling
 HV0755.and adjusted by the National Geodetic Survey in June 1991..
 HV0755
 HV0755.The geoid height was determined by GEOID03.
 HV0755
 HV0755.The dynamic height is computed by dividing the NAVD 88
 HV0755.geopotential number by the normal gravity value computed on the
 HV0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0755.degrees latitude (g = 980.6199 gals.).
 HV0755
 HV0755.The modeled gravity was interpolated from observed gravity values.
 HV0755
 HV0755;                    North         East    Units  Estimated Accuracy
 HV0755;SPC VA N     - 2,048,420.    3,656,560.      MT  (+/- 180 meters Scaled)
 HV0755
 HV0755                          SUPERSEDED SURVEY CONTROL
 HV0755
 HV0755  NGVD 29 (05/17/90)   13.870  (m)           45.51   (f) ADJUSTED    2 0
 HV0755
 HV0755.Superseded values are not recommended for survey control.
 HV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0755.See file dsdata.txt to determine how the superseded data were derived.
 HV0755
 HV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH495170(NAD 83)
 HV0755_MARKER: DB = BENCH MARK DISK
 HV0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0755_STAMPING: E 259 1942
 HV0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0755+STABILITY: SURFACE MOTION
 HV0755
 HV0755  HISTORY     - Date     Condition        Report By
 HV0755  HISTORY     - 1942     MONUMENTED       CGS
 HV0755  HISTORY     - 1962     GOOD             CGS
 HV0755  HISTORY     - 1990     POOR             USPSQD
 HV0755  HISTORY     - 19981011 POOR             USPSQD
 HV0755  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 HV0755
 HV0755                          STATION DESCRIPTION
 HV0755
 HV0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0755'1.1 MI NW FROM MACHODOC.
 HV0755'THIS MARK IS ALONG HIGHWAY 202, 1.1 MILES NORTHWEST OF MACHODOC,
 HV0755'WESTMORELAND COUNTY, NEAR THE R.B. DAVIS STORE, 9.2 MILE WEST OF
 HV0755'THE JUNCTION WITH ROAD NUMBER 621, 63 FEET NORTHWEST OF THE
 HV0755'NORTHWEST CORNER OF THE STORE BUILDING, 25.7 FEET NORTHEAST OF THE
 HV0755'CENTERLINE OF THE HIGHWAY, NEAR A TELEPHONE POLE, A STANDARD
 HV0755'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 3 FEET FROM A WHITE
 HV0755'POST PAINTED WITH LETTERS USBM.
 HV0755
 HV0755                          STATION RECOVERY (1990)
 HV0755
 HV0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 HV0755'MARK RECOVERED IN POOR CONDITION.
 HV0755
 HV0755                          STATION RECOVERY (1998)
 HV0755
 HV0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0755'MARK RECOVERED IN POOR CONDITION.
 HV0755
 HV0755                          STATION RECOVERY (2003)
 HV0755
 HV0755'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2464 ***********************************************************************
 GV2464  DESIGNATION -  E 26
 GV2464  PID         -  GV2464
 GV2464  STATE/COUNTY-  VA/CHESTERFIELD
 GV2464  USGS QUAD   -  MIDLOTHIAN (1978)
 GV2464
 GV2464                         *CURRENT SURVEY CONTROL
 GV2464  ___________________________________________________________________
 GV2464* NAD 83(1986)-  37 30 30.     (N)    077 38 53.     (W)     SCALED    
 GV2464* NAVD 88     -        99.733  (meters)     327.21   (feet)  ADJUSTED  
 GV2464  ___________________________________________________________________
 GV2464  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GV2464  DYNAMIC HT  -          99.663 (meters)     326.98  (feet)  COMP
 GV2464  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 GV2464
 GV2464  VERT ORDER  -  FIRST     CLASS II
 GV2464
 GV2464.The horizontal coordinates were scaled from a topographic map and have
 GV2464.an estimated accuracy of +/- 6 seconds.
 GV2464
 GV2464.The orthometric height was determined by differential leveling
 GV2464.and adjusted by the National Geodetic Survey in June 1991..
 GV2464
 GV2464.The geoid height was determined by GEOID03.
 GV2464
 GV2464.The dynamic height is computed by dividing the NAVD 88
 GV2464.geopotential number by the normal gravity value computed on the
 GV2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2464.degrees latitude (g = 980.6199 gals.).
 GV2464
 GV2464.The modeled gravity was interpolated from observed gravity values.
 GV2464
 GV2464;                    North         East    Units  Estimated Accuracy
 GV2464;SPC VA S     - 1,130,740.    3,575,320.      MT  (+/- 180 meters Scaled)
 GV2464
 GV2464                          SUPERSEDED SURVEY CONTROL
 GV2464
 GV2464  NGVD 29 (03/05/92)  100.016  (m)          328.14   (f) ADJUSTED    1 2
 GV2464
 GV2464.Superseded values are not recommended for survey control.
 GV2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2464.See file dsdata.txt to determine how the superseded data were derived.
 GV2464
 GV2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG659545(NAD 83)
 GV2464_MARKER: DB = BENCH MARK DISK
 GV2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2464_STAMPING: 328.129 E 26 1931
 GV2464_PROJECTION: FLUSH
 GV2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2464+STABILITY: SURFACE MOTION
 GV2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2464+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 GV2464
 GV2464  HISTORY     - Date     Condition        Report By
 GV2464  HISTORY     - 1931     MONUMENTED       CGS
 GV2464  HISTORY     - 1963     GOOD             CGS
 GV2464  HISTORY     - 1979     GOOD             NGS
 GV2464  HISTORY     - 1989     GOOD             USPSQD
 GV2464  HISTORY     - 19910310 GOOD             USPSQD
 GV2464  HISTORY     - 19940220 GOOD             USPSQD
 GV2464  HISTORY     - 19991120 GOOD             USPSQD
 GV2464  HISTORY     - 20041023 GOOD             USPSQD
 GV2464
 GV2464                          STATION DESCRIPTION
 GV2464
 GV2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV2464'AT MIDLOTHIAN.
 GV2464'AT MIDLOTHIAN, CHESTERFIELD COUNTY, ON THE SOUTHERN RAILWAY, 80
 GV2464'FEET EAST OF THE EAST END OF THE STATION, NEAR A SMALL TOOL SHED,
 GV2464'AT A ROAD CROSSING, 49 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GV2464'AND 24.7 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 GV2464'STANDARD DISK, STAMPED 328.129 E 26 1931 AND SET IN THE TOP OF
 GV2464'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.  NOTE-- THE
 GV2464'STATION AND TOOL SHED ARE GONE.
 GV2464
 GV2464                          STATION RECOVERY (1979)
 GV2464
 GV2464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV2464'ABOUT 0.4 MILE NORTH ALONG SALISBURY DRIVE FROM ITS JUNCTION WITH
 GV2464'HIGHWAY 60 IN MIDLOTHIAN.  MARK IS SET AT THE NORTHEAST CORNER OF
 GV2464'THE JUNCTION OF SALISBURY DRIVE AND THE SOUTHERN RAILROAD, 45 FEET
 GV2464'SOUTH OF THE CENTER OF A PRIVATE DRIVE LEADING EAST, 38.5 FEET EAST
 GV2464'OF THE CENTER OF SALISBURY DRIVE, AND 22.5 FEET NORTH OF THE NORTH
 GV2464'RAIL OF THE MAIN TRACKS.  NOTE=LINE TIE MARK.
 GV2464'THE MARK IS 1 FT  E FROM A WITNESS POST.
 GV2464'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 GV2464
 GV2464                          STATION RECOVERY (1989)
 GV2464
 GV2464'RECOVERY NOTE BY US POWER SQUADRON 1989 (WES)
 GV2464'RECOVERED IN GOOD CONDITION.
 GV2464
 GV2464                          STATION RECOVERY (1991)
 GV2464
 GV2464'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV2464'RECOVERED IN GOOD CONDITION.
 GV2464
 GV2464                          STATION RECOVERY (1994)
 GV2464
 GV2464'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2464'RECOVERED IN GOOD CONDITION.
 GV2464
 GV2464                          STATION RECOVERY (1999)
 GV2464
 GV2464'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2464'RECOVERED IN GOOD CONDITION.
 GV2464
 GV2464                          STATION RECOVERY (2004)
 GV2464
 GV2464'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0247 ***********************************************************************
 FW0247  DESIGNATION -  E 260
 FW0247  PID         -  FW0247
 FW0247  STATE/COUNTY-  VA/NORTHAMPTON
 FW0247  USGS QUAD   -  TOWNSEND (1989)
 FW0247
 FW0247                         *CURRENT SURVEY CONTROL
 FW0247  ___________________________________________________________________
 FW0247* NAD 83(1986)-  37 14 29.     (N)    075 58 18.     (W)     SCALED    
 FW0247* NAVD 88     -        10.149  (meters)      33.30   (feet)  POSTED    
 FW0247  ___________________________________________________________________
 FW0247  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FW0247  DYNAMIC HT  -          10.140 (meters)      33.27  (feet)  COMP
 FW0247  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 FW0247
 FW0247  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0247
 FW0247.The horizontal coordinates were scaled from a topographic map and have
 FW0247.an estimated accuracy of +/- 6 seconds.
 FW0247
 FW0247.The orthometric height was determined by differential leveling
 FW0247.and adjusted by the National Geodetic Survey in 1992..
 FW0247.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0247.rate of 1.1 thru 2.0 mm/km.
 FW0247
 FW0247.The geoid height was determined by GEOID03.
 FW0247
 FW0247.The dynamic height is computed by dividing the NAVD 88
 FW0247.geopotential number by the normal gravity value computed on the
 FW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0247.degrees latitude (g = 980.6199 gals.).
 FW0247
 FW0247.The modeled gravity was interpolated from observed gravity values.
 FW0247
 FW0247;                    North         East    Units  Estimated Accuracy
 FW0247;SPC VA S     - 1,103,780.    3,724,300.      MT  (+/- 180 meters Scaled)
 FW0247
 FW0247                          SUPERSEDED SURVEY CONTROL
 FW0247
 FW0247  NGVD 29 (??/??/??)   10.396  (m)           34.11   (f) ADJUSTED    1 2
 FW0247
 FW0247.Superseded values are not recommended for survey control.
 FW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0247.See file dsdata.txt to determine how the superseded data were derived.
 FW0247
 FW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138220(NAD 83)
 FW0247_MARKER: DB = BENCH MARK DISK
 FW0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0247_STAMPING: E 260 1942
 FW0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0247+STABILITY: SURFACE MOTION
 FW0247
 FW0247  HISTORY     - Date     Condition        Report By
 FW0247  HISTORY     - 1942     MONUMENTED       CGS
 FW0247  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 FW0247
 FW0247                          STATION DESCRIPTION
 FW0247
 FW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FW0247'2.5 MI SE FROM BAYVIEW.
 FW0247'THIS MARK IS ABOUT 2.5 MILES SOUTHEAST ALONG ROAD NUMBER 186 FROM
 FW0247'THE PENNSYLVANIA RAILROAD CROSSING AT BAYVIEW, NORTHHAMPTON
 FW0247'COUNTY, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.6 FEET NORTH
 FW0247'OF A 14-INCH HICKORY TREE, 1 FOOT NORTH OF A BOARD FENCE RUNNING
 FW0247'EAST AND WEST, 6.4 FEET WEST OF POWER POLE NUMBER 98, 10 FEET
 FW0247'SOUTH OF THE CENTER LINE OF DRIVE WAY, A STANDARD DISK SET IN THE
 FW0247'TOP OF A CONCRETE POST.
 FW0247
 FW0247                          STATION RECOVERY (2000)
 FW0247
 FW0247'RECOVERY NOTE BY US POWER SQUADRON 2000
 FW0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0248 ***********************************************************************
 FW0248  DESIGNATION -  E 260 RESET 1950
 FW0248  PID         -  FW0248
 FW0248  STATE/COUNTY-  VA/NORTHAMPTON
 FW0248  USGS QUAD   -  TOWNSEND (1989)
 FW0248
 FW0248                         *CURRENT SURVEY CONTROL
 FW0248  ___________________________________________________________________
 FW0248* NAD 83(1986)-  37 14 29.     (N)    075 58 17.     (W)     SCALED    
 FW0248* NAVD 88     -        10.162  (meters)      33.34   (feet)  ADJUSTED  
 FW0248  ___________________________________________________________________
 FW0248  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FW0248  DYNAMIC HT  -          10.154 (meters)      33.31  (feet)  COMP
 FW0248  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 FW0248
 FW0248  VERT ORDER  -  FIRST     CLASS I
 FW0248
 FW0248.The horizontal coordinates were scaled from a topographic map and have
 FW0248.an estimated accuracy of +/- 6 seconds.
 FW0248
 FW0248.The orthometric height was determined by differential leveling
 FW0248.and adjusted by the National Geodetic Survey in June 1991..
 FW0248
 FW0248.The geoid height was determined by GEOID03.
 FW0248
 FW0248.The dynamic height is computed by dividing the NAVD 88
 FW0248.geopotential number by the normal gravity value computed on the
 FW0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0248.degrees latitude (g = 980.6199 gals.).
 FW0248
 FW0248.The modeled gravity was interpolated from observed gravity values.
 FW0248
 FW0248;                    North         East    Units  Estimated Accuracy
 FW0248;SPC VA S     - 1,103,780.    3,724,320.      MT  (+/- 180 meters Scaled)
 FW0248
 FW0248                          SUPERSEDED SURVEY CONTROL
 FW0248
 FW0248  NGVD 29 (??/??/??)   10.409  (m)           34.15   (f) ADJUSTED    1 1
 FW0248
 FW0248.Superseded values are not recommended for survey control.
 FW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0248.See file dsdata.txt to determine how the superseded data were derived.
 FW0248
 FW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138220(NAD 83)
 FW0248_MARKER: DB = BENCH MARK DISK
 FW0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0248_STAMPING: E 260 RESET 1950
 FW0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0248+STABILITY: SURFACE MOTION
 FW0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0248+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 FW0248
 FW0248  HISTORY     - Date     Condition        Report By
 FW0248  HISTORY     - 1950     MONUMENTED       CGS
 FW0248  HISTORY     - 1972     GOOD             NGS
 FW0248  HISTORY     - 1972     GOOD             NGS
 FW0248  HISTORY     - 20000318 GOOD             USPSQD
 FW0248  HISTORY     - 20060505 GOOD             USPSQD
 FW0248
 FW0248                          STATION DESCRIPTION
 FW0248
 FW0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0248'2.7 MI S FROM BAYVIEW.
 FW0248'ABOUT 1.85 MILES SOUTH ALONG STATE ROAD 684 FROM THE CROSSING
 FW0248'OF THE PENN CENTRAL RAILROAD AT BAYVIEW, THENCE 0.85 MILE SOUTH
 FW0248'ALONG U.S. HIGHWAY 13, 0.4 MILE SOUTH OF THE LOWER NORTHAMPTON
 FW0248'BAPTIST CHURCH AND CEMETERY, 0.1 MILE SOUTH OF THE JUNCTION
 FW0248'OF STATE ROAD 643, 93 1/2 FEET NORTH OF THE CENTER LINE OF A
 FW0248'DRIVEWAY LEADING TO A LARGE TWO-STORY HOUSE, 32 1/2 FEET WEST OF
 FW0248'THE CENTER LINE OF THE WEST LANE OF U.S. HIGHWAY 13, 8 1/2 FEET
 FW0248'SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST ALONG THE
 FW0248'NORTH SIDE OF A BOARD FENCE, 6 FEET NORTH OF POWER LINE POLE 98A,
 FW0248'2.2 FEET NORTHEAST OF A CORNER POST IN A BOARD FENCE, 2.2 FEET
 FW0248'NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 FW0248'DRIVEWAY, SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW THE
 FW0248'LEVEL OF THE GROUND.
 FW0248
 FW0248                          STATION RECOVERY (1972)
 FW0248
 FW0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0248'RECOVERED IN GOOD CONDITION.
 FW0248
 FW0248                          STATION RECOVERY (2000)
 FW0248
 FW0248'RECOVERY NOTE BY US POWER SQUADRON 2000
 FW0248'RECOVERED IN GOOD CONDITION.
 FW0248
 FW0248                          STATION RECOVERY (2006)
 FW0248
 FW0248'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 FW0248'MARK IS 1 FOOT UNDER THE SURFACE. THE WITTNESS POST IS LYING DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0262 ***********************************************************************
 JW0262  DESIGNATION -  E 261
 JW0262  PID         -  JW0262
 JW0262  STATE/COUNTY-  VA/CLARKE
 JW0262  USGS QUAD   -  STEPHENS CITY (1986)
 JW0262
 JW0262                         *CURRENT SURVEY CONTROL
 JW0262  ___________________________________________________________________
 JW0262* NAD 83(1986)-  39 03 32.     (N)    078 07 34.     (W)     SCALED    
 JW0262* NAVD 88     -       198.409  (meters)     650.95   (feet)  ADJUSTED  
 JW0262  ___________________________________________________________________
 JW0262  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JW0262  DYNAMIC HT  -         198.282 (meters)     650.53  (feet)  COMP
 JW0262  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JW0262
 JW0262  VERT ORDER  -  SECOND    CLASS 0
 JW0262
 JW0262.The horizontal coordinates were scaled from a topographic map and have
 JW0262.an estimated accuracy of +/- 6 seconds.
 JW0262
 JW0262.The orthometric height was determined by differential leveling
 JW0262.and adjusted by the National Geodetic Survey in June 1991..
 JW0262
 JW0262.The geoid height was determined by GEOID03.
 JW0262
 JW0262.The dynamic height is computed by dividing the NAVD 88
 JW0262.geopotential number by the normal gravity value computed on the
 JW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0262.degrees latitude (g = 980.6199 gals.).
 JW0262
 JW0262.The modeled gravity was interpolated from observed gravity values.
 JW0262
 JW0262;                    North         East    Units  Estimated Accuracy
 JW0262;SPC VA N     - 2,154,610.    3,532,360.      MT  (+/- 180 meters Scaled)
 JW0262
 JW0262                          SUPERSEDED SURVEY CONTROL
 JW0262
 JW0262  NGVD 29 (??/??/92)  198.589  (m)          651.54   (f) ADJ UNCH    2 0
 JW0262
 JW0262.Superseded values are not recommended for survey control.
 JW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0262.See file dsdata.txt to determine how the superseded data were derived.
 JW0262
 JW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD486272(NAD 83)
 JW0262_MARKER: DB = BENCH MARK DISK
 JW0262_SETTING: 66 = SET IN ROCK OUTCROP
 JW0262_SP_SET: SET IN ROCK OUTCROP
 JW0262_STAMPING: E 261 1942
 JW0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0262+STABILITY: POSITION/ELEVATION WELL
 JW0262
 JW0262  HISTORY     - Date     Condition        Report By
 JW0262  HISTORY     - 1942     MONUMENTED       CGS
 JW0262  HISTORY     - 1966     MARK NOT FOUND   USGS
 JW0262
 JW0262                          STATION DESCRIPTION
 JW0262
 JW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0262'1.2 MI W FROM WHITE POST.
 JW0262'1.2 MILES WEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 JW0262'WHITE POST, CLARKE COUNTY, AT THE JUNCTION OF A COUNTY ROAD
 JW0262'LEADING NORTH, 115 FEET WEST OF THE CENTER LINE OF THE COUNTY
 JW0262'ROAD, 62.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.5
 JW0262'FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, AND IN THE TOP OF
 JW0262'A ROCK OUTCROP.
 JW0262
 JW0262                          STATION RECOVERY (1966)
 JW0262
 JW0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JW0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1667 ***********************************************************************
 GV1667  DESIGNATION -  E 263
 GV1667  PID         -  GV1667
 GV1667  STATE/COUNTY-  VA/NEW KENT
 GV1667  USGS QUAD   -  ROXBURY (1994)
 GV1667
 GV1667                         *CURRENT SURVEY CONTROL
 GV1667  ___________________________________________________________________
 GV1667* NAD 83(1986)-  37 28 32.     (N)    077 10 06.     (W)     SCALED    
 GV1667* NAVD 88     -        15.898  (meters)      52.16   (feet)  ADJUSTED  
 GV1667  ___________________________________________________________________
 GV1667  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GV1667  DYNAMIC HT  -          15.888 (meters)      52.13  (feet)  COMP
 GV1667  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 GV1667
 GV1667  VERT ORDER  -  FIRST     CLASS II
 GV1667
 GV1667.The horizontal coordinates were scaled from a topographic map and have
 GV1667.an estimated accuracy of +/- 6 seconds.
 GV1667
 GV1667.The orthometric height was determined by differential leveling
 GV1667.and adjusted by the National Geodetic Survey in June 1991..
 GV1667
 GV1667.The geoid height was determined by GEOID03.
 GV1667
 GV1667.The dynamic height is computed by dividing the NAVD 88
 GV1667.geopotential number by the normal gravity value computed on the
 GV1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1667.degrees latitude (g = 980.6199 gals.).
 GV1667
 GV1667.The modeled gravity was interpolated from observed gravity values.
 GV1667
 GV1667;                    North         East    Units  Estimated Accuracy
 GV1667;SPC VA S     - 1,127,590.    3,617,780.      MT  (+/- 180 meters Scaled)
 GV1667
 GV1667                          SUPERSEDED SURVEY CONTROL
 GV1667
 GV1667  NGVD 29 (??/??/??)   16.230  (m)           53.25   (f) ADJUSTED    1 2
 GV1667
 GV1667.Superseded values are not recommended for survey control.
 GV1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1667.See file dsdata.txt to determine how the superseded data were derived.
 GV1667
 GV1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG082498(NAD 83)
 GV1667_MARKER: DB = BENCH MARK DISK
 GV1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1667_STAMPING: E 263 1942
 GV1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1667+STABILITY: SURFACE MOTION
 GV1667
 GV1667  HISTORY     - Date     Condition        Report By
 GV1667  HISTORY     - 1942     MONUMENTED       CGS
 GV1667  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1667  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1667  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1667  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV1667
 GV1667                          STATION DESCRIPTION
 GV1667
 GV1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1667'1.8 MI NW FROM ROXBURY.
 GV1667'IN HENRICO COUNTY, 1.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND
 GV1667'OHIO RAILWAY FROM THE STATION AT ROXBURY, CHARLES CITY COUNTY,
 GV1667'8 RAILS NORTHWEST OF A FARM-ROAD CROSSING, 9.5 FEET NORTH OF BLOCK
 GV1667'SIGNAL 687, 63 FEET NORTHEAST OF A POLE, 32 FEET SOUTH-SOUTHWEST
 GV1667'OF A TRIANGULAR-BLAZED 12-INCH WHITE OAK TREE, 18 FEET NORTH OF
 GV1667'THE NORTH RAIL OF THE WEST-BOUND TRACK, AND 1.5 FEET SOUTH OF A
 GV1667'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 263 1942
 GV1667'AND SET IN THE TOP OF A CONCRETE POST.
 GV1667
 GV1667                          STATION RECOVERY (1990)
 GV1667
 GV1667'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GV1667'MARK NOT FOUND.
 GV1667
 GV1667                          STATION RECOVERY (1996)
 GV1667
 GV1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1667'MARK NOT FOUND.
 GV1667
 GV1667                          STATION RECOVERY (2000)
 GV1667
 GV1667'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1667'MARK NOT FOUND.
 GV1667
 GV1667                          STATION RECOVERY (2005)
 GV1667
 GV1667'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1533 ***********************************************************************
 GV1533  DESIGNATION -  E 264
 GV1533  PID         -  GV1533
 GV1533  STATE/COUNTY-  VA/NEW KENT
 GV1533  USGS QUAD   -  TUNSTALL (1984)
 GV1533
 GV1533                         *CURRENT SURVEY CONTROL
 GV1533  ___________________________________________________________________
 GV1533* NAD 83(1986)-  37 34 07.     (N)    077 02 26.     (W)     SCALED    
 GV1533* NAVD 88     -         9.240  (meters)      30.31   (feet)  ADJUSTED  
 GV1533  ___________________________________________________________________
 GV1533  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV1533  DYNAMIC HT  -           9.234 (meters)      30.30  (feet)  COMP
 GV1533  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 GV1533
 GV1533  VERT ORDER  -  SECOND    CLASS 0
 GV1533
 GV1533.The horizontal coordinates were scaled from a topographic map and have
 GV1533.an estimated accuracy of +/- 6 seconds.
 GV1533
 GV1533.The orthometric height was determined by differential leveling
 GV1533.and adjusted by the National Geodetic Survey in June 1991..
 GV1533
 GV1533.The geoid height was determined by GEOID03.
 GV1533
 GV1533.The dynamic height is computed by dividing the NAVD 88
 GV1533.geopotential number by the normal gravity value computed on the
 GV1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1533.degrees latitude (g = 980.6199 gals.).
 GV1533
 GV1533.The modeled gravity was interpolated from observed gravity values.
 GV1533
 GV1533;                    North         East    Units  Estimated Accuracy
 GV1533;SPC VA S     - 1,138,080.    3,628,920.      MT  (+/- 180 meters Scaled)
 GV1533
 GV1533                          SUPERSEDED SURVEY CONTROL
 GV1533
 GV1533  NGVD 29 (??/??/??)    9.588  (m)           31.46   (f) ADJUSTED    2 0
 GV1533
 GV1533.Superseded values are not recommended for survey control.
 GV1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1533.See file dsdata.txt to determine how the superseded data were derived.
 GV1533
 GV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG197599(NAD 83)
 GV1533_MARKER: DB = BENCH MARK DISK
 GV1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1533_STAMPING: E 264 1942
 GV1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1533+STABILITY: SURFACE MOTION
 GV1533
 GV1533  HISTORY     - Date     Condition        Report By
 GV1533  HISTORY     - 1942     MONUMENTED       CGS
 GV1533  HISTORY     - 1961     GOOD             CGS
 GV1533  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1533  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1533  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1533  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1533
 GV1533                          STATION DESCRIPTION
 GV1533
 GV1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1533'5.9 MI NW FROM NEW KENT.
 GV1533'2.0 MILES WEST ALONG STATE HIGHWAY 33 FROM THE COUNTY COURTHOUSE
 GV1533'AT NEW KENT, THENCE 3.9 MILES NORTHWEST ALONG SECONDARY STATE
 GV1533'HIGHWAY 608, 0.5 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE
 GV1533'WEST END OF THE RAILROAD BRIDGE OVER PAMUNKEY RIVER AT WHITE
 GV1533'HOUSE, THENCE 0.9 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 609,
 GV1533'AT THE JUNCTION OF SECONDARY STATE HIGHWAYS 608 AND 609, 38
 GV1533'FEET NORTHWEST OF SECONDARY STATE HIGHWAY 609, 21 FEET NORTHEAST
 GV1533'OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 608, 52 FEET SOUTH
 GV1533'OF THE SOUTHEAST CORNER OF A DESERTED HOUSE, 13 FEET NORTHWEST
 GV1533'OF A 48-INCH OAK TREE, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 GV1533'WITNESS POST, AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE
 GV1533'HOUSE HAS BEEN REMOVED AND HIGHWAY 614 IS NOW 609.
 GV1533
 GV1533                          STATION RECOVERY (1996)
 GV1533
 GV1533'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1533'MARK NOT FOUND.
 GV1533
 GV1533                          STATION RECOVERY (2000)
 GV1533
 GV1533'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1533'MARK NOT FOUND.
 GV1533
 GV1533                          STATION RECOVERY (2001)
 GV1533
 GV1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1533'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
 GV1533
 GV1533                          STATION RECOVERY (2005)
 GV1533
 GV1533'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1533'RT 33 IS NOW SR249.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1534 ***********************************************************************
 GV1534  DESIGNATION -  E 264 RESET 1963
 GV1534  PID         -  GV1534
 GV1534  STATE/COUNTY-  VA/NEW KENT
 GV1534  USGS QUAD   -  TUNSTALL (1984)
 GV1534
 GV1534                         *CURRENT SURVEY CONTROL
 GV1534  ___________________________________________________________________
 GV1534* NAD 83(1986)-  37 34 07.     (N)    077 02 26.     (W)     SCALED    
 GV1534* NAVD 88     -         9.68   (meters)      31.8    (feet)  RESET     
 GV1534  ___________________________________________________________________
 GV1534  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV1534
 GV1534  VERT ORDER  -  THIRD
 GV1534
 GV1534.The horizontal coordinates were scaled from a topographic map and have
 GV1534.an estimated accuracy of +/- 6 seconds.
 GV1534
 GV1534.The orthometric height was computed from unverified reset data.
 GV1534.No vertical observational check was made to the station.
 GV1534
 GV1534.The geoid height was determined by GEOID03.
 GV1534
 GV1534;                    North         East    Units  Estimated Accuracy
 GV1534;SPC VA S     - 1,138,080.    3,628,920.      MT  (+/- 180 meters Scaled)
 GV1534
 GV1534                          SUPERSEDED SURVEY CONTROL
 GV1534
 GV1534  NGVD 29 (??/??/??)   10.02   (m)           32.9    (f) RESET       3  
 GV1534
 GV1534.Superseded values are not recommended for survey control.
 GV1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1534.See file dsdata.txt to determine how the superseded data were derived.
 GV1534
 GV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG197599(NAD 83)
 GV1534_MARKER: DB = BENCH MARK DISK
 GV1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1534_STAMPING: E 264 RESET 1963
 GV1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1534+STABILITY: SURFACE MOTION
 GV1534
 GV1534  HISTORY     - Date     Condition        Report By
 GV1534  HISTORY     - 1963     MONUMENTED       CGS
 GV1534  HISTORY     - 19960424 MARK NOT FOUND   USPSQD
 GV1534  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1534  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1534  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1534
 GV1534                          STATION DESCRIPTION
 GV1534
 GV1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1534'6.8 MI WNW FROM NEW KENT.
 GV1534'2.0 MILES WEST ALONG STATE HIGHWAY 33 FROM THE COURTHOUSE AT
 GV1534'NEW KENT, NEW KENT COUNTY, THENCE 3.9 MILES NORTHWEST ALONG
 GV1534'SECONDARY STATE HIGHWAY 608, 0.5 MILE WEST ALONG THE SOUTHERN
 GV1534'RAILWAY FROM THE WEST END OF THE RAILROAD BRIDGE OVER PAMUNKEY
 GV1534'RIVER AT WHITE HOUSE, THENCE 0.9 MILE SOUTHWEST ALONG SECONDARY
 GV1534'STATE HIGHWAY 614, AT THE JUNCTION OF SECONDARY STATE HIGHWAYS
 GV1534'608 AND 614, 60 PACES NORTHEAST OF THE JUNCTION, 12 FEET NORTHWEST
 GV1534'OF THE APPROXIMATE CENTER OF SECONDARY STATE HIGHWAY 614, 3.5
 GV1534'FEET SOUTHEAST OF A WIRE FENCE, 1.0 FOOT SOUTHWEST OF A STEEL
 GV1534'WITNESS POST, AND SET IN THE TOP OF A 10 X 10 INCH SQUARE
 GV1534'CONCRETE MONUMENT, WHICH PROJECTS ABOUT 4 INCHES.
 GV1534
 GV1534                          STATION RECOVERY (1996)
 GV1534
 GV1534'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1534'MARK NOT FOUND.
 GV1534
 GV1534                          STATION RECOVERY (2000)
 GV1534
 GV1534'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1534'MARK NOT FOUND.
 GV1534
 GV1534                          STATION RECOVERY (2001)
 GV1534
 GV1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1534'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
 GV1534
 GV1534                          STATION RECOVERY (2005)
 GV1534
 GV1534'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1534'RT 33 IS NOW SR249.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0836 ***********************************************************************
 GV0836  DESIGNATION -  E 265
 GV0836  PID         -  GV0836
 GV0836  STATE/COUNTY-  VA/NEW KENT
 GV0836  USGS QUAD   -  WEST POINT (1986)
 GV0836
 GV0836                         *CURRENT SURVEY CONTROL
 GV0836  ___________________________________________________________________
 GV0836* NAD 83(1986)-  37 31 58.     (N)    076 48 39.     (W)     SCALED    
 GV0836* NAVD 88     -         0.573  (meters)       1.88   (feet)  POSTED    
 GV0836  ___________________________________________________________________
 GV0836  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 GV0836  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 GV0836  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GV0836
 GV0836  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 GV0836
 GV0836.The horizontal coordinates were scaled from a topographic map and have
 GV0836.an estimated accuracy of +/- 6 seconds.
 GV0836
 GV0836.The orthometric height was determined by differential leveling
 GV0836.and adjusted by the National Geodetic Survey in 1992..
 GV0836.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 GV0836.rate greater than 8.0 mm/km.
 GV0836
 GV0836.The geoid height was determined by GEOID03.
 GV0836
 GV0836.The dynamic height is computed by dividing the NAVD 88
 GV0836.geopotential number by the normal gravity value computed on the
 GV0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0836.degrees latitude (g = 980.6199 gals.).
 GV0836
 GV0836.The modeled gravity was interpolated from observed gravity values.
 GV0836
 GV0836;                    North         East    Units  Estimated Accuracy
 GV0836;SPC VA S     - 1,134,450.    3,649,280.      MT  (+/- 180 meters Scaled)
 GV0836
 GV0836                          SUPERSEDED SURVEY CONTROL
 GV0836
 GV0836  NGVD 29 (??/??/??)    0.966  (m)            3.17   (f) ADJUSTED    2 0
 GV0836
 GV0836.Superseded values are not recommended for survey control.
 GV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0836.See file dsdata.txt to determine how the superseded data were derived.
 GV0836
 GV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG400555(NAD 83)
 GV0836_MARKER: DB = BENCH MARK DISK
 GV0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0836_STAMPING: E 265 1942
 GV0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0836+STABILITY: SURFACE MOTION
 GV0836
 GV0836  HISTORY     - Date     Condition        Report By
 GV0836  HISTORY     - 1942     MONUMENTED       CGS
 GV0836  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0836  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV0836  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0836  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV0836
 GV0836                          STATION DESCRIPTION
 GV0836
 GV0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0836'0.7 MI W FROM WEST POINT.
 GV0836'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY NO. 30 FROM THE INTERSECTION
 GV0836'OF STATE HIGHWAY NO. 30 AND MAIN STREET IN WEST POINT.  53 FEET
 GV0836'NORTHWEST OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE
 GV0836'PAMUNKEY RIVER AT WEST POINT, AND 34 FEET NORTH OF THE CENTER
 GV0836'LINE OF STATE HIGHWAY NO. 30, 1 FOOT SOUTH OF A WHITE REFERENCE
 GV0836'POST AND SET 1 FOOT BELOW THE LEVEL OF THE ROAD.  A U.S.C. AND
 GV0836'G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 GV0836
 GV0836                          STATION RECOVERY (1996)
 GV0836
 GV0836'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0836'MARK NOT FOUND.
 GV0836
 GV0836                          STATION RECOVERY (2000)
 GV0836
 GV0836'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0836'MARK NOT FOUND.
 GV0836
 GV0836                          STATION RECOVERY (2001)
 GV0836
 GV0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0836
 GV0836                          STATION RECOVERY (2005)
 GV0836
 GV0836'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0837 ***********************************************************************
 GV0837  DESIGNATION -  E 265 RESET 1958
 GV0837  PID         -  GV0837
 GV0837  STATE/COUNTY-  VA/NEW KENT
 GV0837  USGS QUAD   -  WEST POINT (1986)
 GV0837
 GV0837                         *CURRENT SURVEY CONTROL
 GV0837  ___________________________________________________________________
 GV0837* NAD 83(1986)-  37 31 58.     (N)    076 48 39.     (W)     SCALED    
 GV0837* NAVD 88     -         2.119  (meters)       6.95   (feet)  ADJUSTED  
 GV0837  ___________________________________________________________________
 GV0837  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 GV0837  DYNAMIC HT  -           2.117 (meters)       6.95  (feet)  COMP
 GV0837  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GV0837
 GV0837  VERT ORDER  -  FIRST     CLASS I
 GV0837
 GV0837.The horizontal coordinates were scaled from a topographic map and have
 GV0837.an estimated accuracy of +/- 6 seconds.
 GV0837
 GV0837.The orthometric height was determined by differential leveling
 GV0837.and adjusted by the National Geodetic Survey in June 1991..
 GV0837
 GV0837.The geoid height was determined by GEOID03.
 GV0837
 GV0837.The dynamic height is computed by dividing the NAVD 88
 GV0837.geopotential number by the normal gravity value computed on the
 GV0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0837.degrees latitude (g = 980.6199 gals.).
 GV0837
 GV0837.The modeled gravity was interpolated from observed gravity values.
 GV0837
 GV0837;                    North         East    Units  Estimated Accuracy
 GV0837;SPC VA S     - 1,134,450.    3,649,280.      MT  (+/- 180 meters Scaled)
 GV0837
 GV0837                          SUPERSEDED SURVEY CONTROL
 GV0837
 GV0837  NGVD 29 (??/??/??)    2.354  (m)            7.72   (f) ADJUSTED    1 1
 GV0837
 GV0837.Superseded values are not recommended for survey control.
 GV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0837.See file dsdata.txt to determine how the superseded data were derived.
 GV0837
 GV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG400555(NAD 83)
 GV0837_MARKER: DB = BENCH MARK DISK
 GV0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0837_SP_SET: ABUTMENT
 GV0837_STAMPING: E 265 RESET 1958
 GV0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0837+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV0837
 GV0837  HISTORY     - Date     Condition        Report By
 GV0837  HISTORY     - 1958     MONUMENTED       CGS
 GV0837  HISTORY     - 1971     GOOD             NGS
 GV0837  HISTORY     - 1978     GOOD             DMA
 GV0837  HISTORY     - 1987     GOOD             USPSQD
 GV0837  HISTORY     - 1990     GOOD             USPSQD
 GV0837  HISTORY     - 19960309 GOOD             USPSQD
 GV0837  HISTORY     - 20001216 GOOD             USPSQD
 GV0837  HISTORY     - 20010331 GOOD             NGS
 GV0837  HISTORY     - 20050307 GOOD             USPSQD
 GV0837
 GV0837                          STATION DESCRIPTION
 GV0837
 GV0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0837'1 MI SW FROM WEST POINT.
 GV0837'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 GV0837'WEST POINT, THENCE 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 30
 GV0837'AND 33, AT THE SOUTHWEST END OF THE HIGHWAY BRIDGE OVER THE PAMUNKEY
 GV0837'RIVER, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAYS, SET ON
 GV0837'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE BRIDGE
 GV0837'ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 GV0837
 GV0837                          STATION RECOVERY (1978)
 GV0837
 GV0837'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0837'MARK JUST ABOUT UNREADABLE .
 GV0837
 GV0837                          STATION RECOVERY (1987)
 GV0837
 GV0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV0837'RECOVERED IN GOOD CONDITION.
 GV0837
 GV0837                          STATION RECOVERY (1990)
 GV0837
 GV0837'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0837'RECOVERED IN GOOD CONDITION.
 GV0837
 GV0837                          STATION RECOVERY (1996)
 GV0837
 GV0837'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0837'RECOVERED IN GOOD CONDITION.
 GV0837
 GV0837                          STATION RECOVERY (2000)
 GV0837
 GV0837'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0837'RECOVERED IN GOOD CONDITION.
 GV0837
 GV0837                          STATION RECOVERY (2001)
 GV0837
 GV0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0837
 GV0837                          STATION RECOVERY (2005)
 GV0837
 GV0837'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0375 ***********************************************************************
 GV0375  DESIGNATION -  E 266
 GV0375  PID         -  GV0375
 GV0375  STATE/COUNTY-  VA/YORK
 GV0375  USGS QUAD   -  HAMPTON (1986)
 GV0375
 GV0375                         *CURRENT SURVEY CONTROL
 GV0375  ___________________________________________________________________
 GV0375* NAD 83(1986)-  37 07 21.     (N)    076 20 46.     (W)     SCALED    
 GV0375* NAVD 88     -         2.439  (meters)       8.00   (feet)  ADJUSTED  
 GV0375  ___________________________________________________________________
 GV0375  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 GV0375  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 GV0375  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 GV0375
 GV0375  VERT ORDER  -  SECOND    CLASS 0
 GV0375
 GV0375.The horizontal coordinates were scaled from a topographic map and have
 GV0375.an estimated accuracy of +/- 6 seconds.
 GV0375
 GV0375.The orthometric height was determined by differential leveling
 GV0375.and adjusted by the National Geodetic Survey in June 1991..
 GV0375
 GV0375.The geoid height was determined by GEOID03.
 GV0375
 GV0375.The dynamic height is computed by dividing the NAVD 88
 GV0375.geopotential number by the normal gravity value computed on the
 GV0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0375.degrees latitude (g = 980.6199 gals.).
 GV0375
 GV0375.The modeled gravity was interpolated from observed gravity values.
 GV0375
 GV0375;                    North         East    Units  Estimated Accuracy
 GV0375;SPC VA S     - 1,089,760.    3,691,390.      MT  (+/- 180 meters Scaled)
 GV0375
 GV0375                          SUPERSEDED SURVEY CONTROL
 GV0375
 GV0375  NGVD 29 (??/??/??)    2.790  (m)            9.15   (f) ADJUSTED    2 0
 GV0375
 GV0375.Superseded values are not recommended for survey control.
 GV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0375.See file dsdata.txt to determine how the superseded data were derived.
 GV0375
 GV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG804093(NAD 83)
 GV0375_MARKER: DB = BENCH MARK DISK
 GV0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0375_SP_SET: BUILDING
 GV0375_STAMPING: E 266 1942
 GV0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0375+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 GV0375
 GV0375  HISTORY     - Date     Condition        Report By
 GV0375  HISTORY     - 1942     MONUMENTED       CGS
 GV0375  HISTORY     - 1961     GOOD             CGS
 GV0375  HISTORY     - 1974     GOOD             LOCSUR
 GV0375  HISTORY     - 1988     GOOD             USPSQD
 GV0375  HISTORY     - 20041215 GOOD             DEWDAV
 GV0375
 GV0375                          STATION DESCRIPTION
 GV0375
 GV0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0375'AT MESSICK.
 GV0375'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE HIGH SCHOOL
 GV0375'AT JEFFS, AT MESSICK, AT THE TRINITY METHODIST CHURCH, IN THE
 GV0375'EAST FACE OF THE BUILDING, 23.5 FEET SOUTH OF THE NORTHEAST CORNER,
 GV0375'AND 5 FEET ABOVE THE GROUND.  NOTE-- THE CHURCH IS LOCATED AT
 GV0375'POQUOSON AVE. AND CHURCH STREET.
 GV0375
 GV0375                          STATION RECOVERY (1974)
 GV0375
 GV0375'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0375'RECOVERED IN GOOD CONDITION.
 GV0375
 GV0375                          STATION RECOVERY (1988)
 GV0375
 GV0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0375'RECOVERED IN GOOD CONDITION.
 GV0375
 GV0375                          STATION RECOVERY (2004)
 GV0375
 GV0375'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 GV0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0262 ***********************************************************************
 GV0262  DESIGNATION -  E 267
 GV0262  PID         -  GV0262
 GV0262  STATE/COUNTY-  VA/GLOUCESTER
 GV0262  USGS QUAD   -  ACHILLES (1983)
 GV0262
 GV0262                         *CURRENT SURVEY CONTROL
 GV0262  ___________________________________________________________________
 GV0262* NAD 83(1986)-  37 18 26.     (N)    076 24 45.     (W)     SCALED    
 GV0262* NAVD 88     -         0.920  (meters)       3.02   (feet)  ADJUSTED  
 GV0262  ___________________________________________________________________
 GV0262  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 GV0262  DYNAMIC HT  -           0.920 (meters)       3.02  (feet)  COMP
 GV0262  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 GV0262
 GV0262  VERT ORDER  -  SECOND    CLASS 0
 GV0262
 GV0262.The horizontal coordinates were scaled from a topographic map and have
 GV0262.an estimated accuracy of +/- 6 seconds.
 GV0262
 GV0262.The orthometric height was determined by differential leveling
 GV0262.and adjusted by the National Geodetic Survey in June 1991..
 GV0262
 GV0262.The geoid height was determined by GEOID03.
 GV0262
 GV0262.The dynamic height is computed by dividing the NAVD 88
 GV0262.geopotential number by the normal gravity value computed on the
 GV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0262.degrees latitude (g = 980.6199 gals.).
 GV0262
 GV0262.The modeled gravity was interpolated from observed gravity values.
 GV0262
 GV0262;                    North         East    Units  Estimated Accuracy
 GV0262;SPC VA S     - 1,110,120.    3,685,040.      MT  (+/- 180 meters Scaled)
 GV0262
 GV0262                          SUPERSEDED SURVEY CONTROL
 GV0262
 GV0262  NGVD 29 (??/??/??)    1.273  (m)            4.18   (f) ADJUSTED    2 0
 GV0262
 GV0262.Superseded values are not recommended for survey control.
 GV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0262.See file dsdata.txt to determine how the superseded data were derived.
 GV0262
 GV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG748298(NAD 83)
 GV0262_MARKER: DB = BENCH MARK DISK
 GV0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0262_STAMPING: E 267 1942
 GV0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0262+STABILITY: SURFACE MOTION
 GV0262
 GV0262  HISTORY     - Date     Condition        Report By
 GV0262  HISTORY     - 1942     MONUMENTED       CGS
 GV0262  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0262  HISTORY     - 1982     MARK NOT FOUND   USGS
 GV0262  HISTORY     - 19970227 MARK NOT FOUND   USPSQD
 GV0262  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0262
 GV0262                          STATION DESCRIPTION
 GV0262
 GV0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0262'2.8 MI NE FROM ACHILLES.
 GV0262'1.75 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 653 FROM THE
 GV0262'HIGH SCHOOL AT ACHILLES, THENCE 1.05 MILES NORTHEAST ALONG A DIRT
 GV0262'ROAD (SECONDARY STATE HIGHWAY 652), 360 FEET NORTH OF THE
 GV0262'WILLIAM HULL ONE-STORY TWO-ROOM FRAME HOUSE, AT THE END OF THE
 GV0262'ROAD, ON MARSHY GROUND ON THE SOUTH BANK OF SEVERN RIVER, 74 FEET
 GV0262'FROM MEAN HIGH WATER, 19.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 GV0262'MEASURED FROM THE END OF THE ROAD AT THE RIVER, 1 FOOT EAST OF A
 GV0262'WHITE WOODEN WITNESS POST, AND 1 FOOT ABOVE THE LEVEL OF THE
 GV0262'ROAD.  A STANDARD DISK STAMPED E 267 1942 AND SET IN THE TOP OF A
 GV0262'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  GARBAGE AND CANS
 GV0262'HAVE BEEN DUMPED IN THE AREA AND THE MARK NOT FOUND.
 GV0262
 GV0262                          STATION RECOVERY (1982)
 GV0262
 GV0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GV0262'MARK NOT FOUND.
 GV0262
 GV0262                          STATION RECOVERY (1997)
 GV0262
 GV0262'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0262'MARK NOT FOUND.
 GV0262
 GV0262                          STATION RECOVERY (2002)
 GV0262
 GV0262'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0723 ***********************************************************************
 GV0723  DESIGNATION -  E 268
 GV0723  PID         -  GV0723
 GV0723  STATE/COUNTY-  VA/KING AND QUEEN
 GV0723  USGS QUAD   -  SALUDA (1986)
 GV0723
 GV0723                         *CURRENT SURVEY CONTROL
 GV0723  ___________________________________________________________________
 GV0723* NAD 83(1986)-  37 32 02.     (N)    076 35 22.     (W)     SCALED    
 GV0723* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 GV0723  ___________________________________________________________________
 GV0723  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV0723
 GV0723  VERT ORDER  -  ? (See Below)
 GV0723
 GV0723.The horizontal coordinates were scaled from a topographic map and have
 GV0723.an estimated accuracy of +/- 6 seconds.
 GV0723
 GV0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV0723.The vertical order pertains to the NGVD 29 superseded value.
 GV0723
 GV0723.The geoid height was determined by GEOID03.
 GV0723
 GV0723;                    North         East    Units  Estimated Accuracy
 GV0723;SPC VA S     - 1,134,940.    3,668,850.      MT  (+/- 180 meters Scaled)
 GV0723
 GV0723                          SUPERSEDED SURVEY CONTROL
 GV0723
 GV0723  NGVD 29 (??/??/??)   30.358  (m)           99.60   (f) ADJUSTED    ?  
 GV0723
 GV0723.Superseded values are not recommended for survey control.
 GV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0723.See file dsdata.txt to determine how the superseded data were derived.
 GV0723
 GV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG595552(NAD 83)
 GV0723_MARKER: DB = BENCH MARK DISK
 GV0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0723_STAMPING: E 268 1942
 GV0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0723+STABILITY: SURFACE MOTION
 GV0723
 GV0723  HISTORY     - Date     Condition        Report By
 GV0723  HISTORY     - 1942     MONUMENTED       CGS
 GV0723  HISTORY     - 1961     GOOD             CGS
 GV0723  HISTORY     - 1971     GOOD             NGS
 GV0723  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 GV0723  HISTORY     - 20000219 POOR             USPSQD
 GV0723  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 GV0723
 GV0723                          STATION DESCRIPTION
 GV0723
 GV0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0723'AT PLAIN VIEW.
 GV0723'ORIGINAL DESCRIPTION-- AT PLAIN VIEW, KING AND QUEEN COUNTY, ON
 GV0723'STATE HIGHWAY 14, 200 FEET WEST OF THE POST OFFICE (THE D.H.
 GV0723'BLAND GENERAL STORE), 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GV0723'OF THE S.M. RICHARDSON TWO-STORY FRAMEHOUSE, 5 FEET EAST OF THE
 GV0723'HEDGE AT THE SOUTHEAST CORNER OF THE FRONT YARD, 29.5 FEET NORTH
 GV0723'OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET SOUTHWEST OF TELEPHONE
 GV0723'POLE NO. 322, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 GV0723'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GV0723
 GV0723                          STATION RECOVERY (1971)
 GV0723
 GV0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0723'RECOVERED IN GOOD CONDITION.
 GV0723
 GV0723                          STATION RECOVERY (1994)
 GV0723
 GV0723'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0723'MARK NOT FOUND.
 GV0723
 GV0723                          STATION RECOVERY (2000)
 GV0723
 GV0723'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0723'MARK RECOVERED IN POOR CONDITION.
 GV0723
 GV0723                          STATION RECOVERY (2004)
 GV0723
 GV0723'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3521 ***********************************************************************
 GV3521  DESIGNATION -  E 268 RESET 1979
 GV3521  PID         -  GV3521
 GV3521  STATE/COUNTY-  VA/KING AND QUEEN
 GV3521  USGS QUAD   -  SALUDA (1986)
 GV3521
 GV3521                         *CURRENT SURVEY CONTROL
 GV3521  ___________________________________________________________________
 GV3521* NAD 83(1986)-  37 32 02.     (N)    076 35 22.     (W)     SCALED    
 GV3521* NAVD 88     -        29.71   (+/-2cm)      97.5    (feet)  VERTCON   
 GV3521  ___________________________________________________________________
 GV3521  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 GV3521
 GV3521  VERT ORDER  -  THIRD (See Below)
 GV3521
 GV3521.The horizontal coordinates were scaled from a topographic map and have
 GV3521.an estimated accuracy of +/- 6 seconds.
 GV3521
 GV3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3521.The vertical order pertains to the NGVD 29 superseded value.
 GV3521
 GV3521.The geoid height was determined by GEOID03.
 GV3521
 GV3521;                    North         East    Units  Estimated Accuracy
 GV3521;SPC VA S     - 1,134,940.    3,668,850.      MT  (+/- 180 meters Scaled)
 GV3521
 GV3521                          SUPERSEDED SURVEY CONTROL
 GV3521
 GV3521  NGVD 29 (??/??/??)   30.07   (m)           98.7    (f) RESET       3  
 GV3521
 GV3521.Superseded values are not recommended for survey control.
 GV3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3521.See file dsdata.txt to determine how the superseded data were derived.
 GV3521
 GV3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG595552(NAD 83)
 GV3521_MARKER: DB = BENCH MARK DISK
 GV3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3521_STAMPING: E 268 RESET 1979
 GV3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3521+STABILITY: SURFACE MOTION
 GV3521
 GV3521  HISTORY     - Date     Condition        Report By
 GV3521  HISTORY     - 1979     MONUMENTED       NGS
 GV3521  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV3521  HISTORY     - 19941213 GOOD             USPSQD
 GV3521  HISTORY     - 20000219 POOR             USPSQD
 GV3521  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 GV3521
 GV3521                          STATION DESCRIPTION
 GV3521
 GV3521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3521'AT PLAIN VIEW.
 GV3521'THIS MARK IS AT PLAIN VIEW, SET IN THE SOUTHEAST CORNER OF THE FRONT
 GV3521'YARD OF A 2 STORY FRAME HOUSE OF S.M. RICHARDSON AND 91.5 FEET SOUTH-
 GV3521'EAST OF THE CORNER OF THE HOUSE, 39.5 FEET NORTH OF THE CENTERLINE OF
 GV3521'STATE HIGHWAY NO. 14, 3.5 FEET NORTH OF A VEPCO POLE AND 4 FEET NORTH
 GV3521'OF A TELEPHONE PEDESTAL, SET FLUSH WITH THE GROUND AND ABOUT 210 FEET
 GV3521'WEST OF THE GENERAL STORE OF D.H. BLAND AND THE POST OFFICE.
 GV3521
 GV3521                          STATION RECOVERY (1987)
 GV3521
 GV3521'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC)
 GV3521'MARK NOT FOUND.
 GV3521
 GV3521                          STATION RECOVERY (1994)
 GV3521
 GV3521'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3521'RECOVERED IN GOOD CONDITION.
 GV3521
 GV3521                          STATION RECOVERY (2000)
 GV3521
 GV3521'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3521'MARK RECOVERED IN POOR CONDITION.
 GV3521
 GV3521                          STATION RECOVERY (2004)
 GV3521
 GV3521'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1011 ***********************************************************************
 GV1011  DESIGNATION -  E 269
 GV1011  PID         -  GV1011
 GV1011  STATE/COUNTY-  VA/RICHMOND
 GV1011  USGS QUAD   -  HAYNESVILLE (1981)
 GV1011
 GV1011                         *CURRENT SURVEY CONTROL
 GV1011  ___________________________________________________________________
 GV1011* NAD 83(1986)-  37 54 30.     (N)    076 41 34.     (W)     SCALED    
 GV1011* NAVD 88     -        31.204  (meters)     102.38   (feet)  ADJUSTED  
 GV1011  ___________________________________________________________________
 GV1011  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 GV1011  DYNAMIC HT  -          31.183 (meters)     102.31  (feet)  COMP
 GV1011  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 GV1011
 GV1011  VERT ORDER  -  SECOND    CLASS 0
 GV1011
 GV1011.The horizontal coordinates were scaled from a topographic map and have
 GV1011.an estimated accuracy of +/- 6 seconds.
 GV1011
 GV1011.The orthometric height was determined by differential leveling
 GV1011.and adjusted by the National Geodetic Survey in June 1991..
 GV1011
 GV1011.The geoid height was determined by GEOID03.
 GV1011
 GV1011.The dynamic height is computed by dividing the NAVD 88
 GV1011.geopotential number by the normal gravity value computed on the
 GV1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1011.degrees latitude (g = 980.6199 gals.).
 GV1011
 GV1011.The modeled gravity was interpolated from observed gravity values.
 GV1011
 GV1011;                    North         East    Units  Estimated Accuracy
 GV1011;SPC VA S     - 1,176,310.    3,658,920.      MT  (+/- 180 meters Scaled)
 GV1011
 GV1011                          SUPERSEDED SURVEY CONTROL
 GV1011
 GV1011  NGVD 29 (05/17/90)   31.449  (m)          103.18   (f) ADJUSTED    2 0
 GV1011
 GV1011.Superseded values are not recommended for survey control.
 GV1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1011.See file dsdata.txt to determine how the superseded data were derived.
 GV1011
 GV1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG511969(NAD 83)
 GV1011_MARKER: DB = BENCH MARK DISK
 GV1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1011_STAMPING: E 269 1942
 GV1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1011+STABILITY: SURFACE MOTION
 GV1011
 GV1011  HISTORY     - Date     Condition        Report By
 GV1011  HISTORY     - 1942     MONUMENTED       CGS
 GV1011  HISTORY     - 1961     GOOD             CGS
 GV1011  HISTORY     - 19900108 MARK NOT FOUND   LOCSUR
 GV1011  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 GV1011  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1011  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 GV1011
 GV1011                          STATION DESCRIPTION
 GV1011
 GV1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1011'0.9 MI NW FROM EMMERTON.
 GV1011'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GV1011'AT EMMERTON, RICHMOND COUNTY, AT THE Y-JUNCTION OF SECONDARY
 GV1011'STATE HIGHWAY 626 LEADING EAST, 36 FEET NORTHEAST OF THE CENTERLINE
 GV1011'OF THE HIGHWAY, 22 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 GV1011'9 FEET NORTHEAST OF A HIGHWAY STOP SIGN, AND 1 FOOT SOUTHWEST
 GV1011'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 269 1942
 GV1011'AND SET IN THE TOP OF A CONCRETE POST.  MARK IS NOW 3 FT NORTH
 GV1011'OF A STOP SIGN AND 2 FT. SOUTH OF A C AND GS WITNESS SIGN.
 GV1011
 GV1011                          STATION RECOVERY (1990)
 GV1011
 GV1011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (JCR)
 GV1011'MARK NOT FOUND.
 GV1011
 GV1011                          STATION RECOVERY (1994)
 GV1011
 GV1011'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1011'MARK NOT FOUND.
 GV1011
 GV1011                          STATION RECOVERY (1999)
 GV1011
 GV1011'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1011'MARK NOT FOUND.
 GV1011
 GV1011                          STATION RECOVERY (2003)
 GV1011
 GV1011'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0930 ***********************************************************************
 FX0930  DESIGNATION -  E 27
 FX0930  PID         -  FX0930
 FX0930  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0930  USGS QUAD   -  BENNS CHURCH (1986)
 FX0930
 FX0930                         *CURRENT SURVEY CONTROL
 FX0930  ___________________________________________________________________
 FX0930* NAD 83(1986)-  36 58 05.     (N)    076 30 44.     (W)     SCALED    
 FX0930* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 FX0930  ___________________________________________________________________
 FX0930  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FX0930  DYNAMIC HT  -           2.014 (meters)       6.61  (feet)  COMP
 FX0930  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 FX0930
 FX0930  VERT ORDER  -  FIRST     CLASS II
 FX0930
 FX0930.The horizontal coordinates were scaled from a topographic map and have
 FX0930.an estimated accuracy of +/- 6 seconds.
 FX0930
 FX0930.The orthometric height was determined by differential leveling
 FX0930.and adjusted by the National Geodetic Survey in June 1991..
 FX0930
 FX0930.The geoid height was determined by GEOID03.
 FX0930
 FX0930.The dynamic height is computed by dividing the NAVD 88
 FX0930.geopotential number by the normal gravity value computed on the
 FX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0930.degrees latitude (g = 980.6199 gals.).
 FX0930
 FX0930.The modeled gravity was interpolated from observed gravity values.
 FX0930
 FX0930;                    North         East    Units  Estimated Accuracy
 FX0930;SPC VA S     - 1,072,300.    3,676,990.      MT  (+/- 180 meters Scaled)
 FX0930
 FX0930                          SUPERSEDED SURVEY CONTROL
 FX0930
 FX0930  NGVD 29 (??/??/92)    2.386  (m)            7.83   (f) ADJ UNCH    1 2
 FX0930
 FX0930.Superseded values are not recommended for survey control.
 FX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0930.See file dsdata.txt to determine how the superseded data were derived.
 FX0930
 FX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF653923(NAD 83)
 FX0930_MARKER: DB = BENCH MARK DISK
 FX0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0930_SP_SET: BRIDGE
 FX0930_STAMPING: E 27 1932 8.028
 FX0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0930
 FX0930  HISTORY     - Date     Condition        Report By
 FX0930  HISTORY     - 1932     MONUMENTED       CGS
 FX0930  HISTORY     - 1952     GOOD             NGS
 FX0930  HISTORY     - 1971     GOOD             NGS
 FX0930  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0930
 FX0930                          STATION DESCRIPTION
 FX0930
 FX0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FX0930'5.2 MI NE FROM BENNS CHURCH.
 FX0930'2.8 MILES EAST ALONG U.S. HIGHWAY 258 FROM BENNS CHURCH, THENCE
 FX0930'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 17, SET IN THE TOP
 FX0930'OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF BRIDGE OVER
 FX0930'JAMES RIVER, 15 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT
 FX0930'1 FOOT BELOW HIGHWAY.
 FX0930
 FX0930                          STATION RECOVERY (1971)
 FX0930
 FX0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0930'RECOVERED IN GOOD CONDITION.
 FX0930
 FX0930                          STATION RECOVERY (2001)
 FX0930
 FX0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0930'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1096 ***********************************************************************
 GV1096  DESIGNATION -  E 270 RESET 1962
 GV1096  PID         -  GV1096
 GV1096  STATE/COUNTY-  VA/LANCASTER
 GV1096  USGS QUAD   -  LIVELY (1992)
 GV1096
 GV1096                         *CURRENT SURVEY CONTROL
 GV1096  ___________________________________________________________________
 GV1096* NAD 83(1986)-  37 45 53.     (N)    076 31 35.     (W)     SCALED    
 GV1096* NAVD 88     -        31.20   (meters)     102.4    (feet)  RESET     
 GV1096  ___________________________________________________________________
 GV1096  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 GV1096
 GV1096  VERT ORDER  -  THIRD
 GV1096
 GV1096.The horizontal coordinates were scaled from a topographic map and have
 GV1096.an estimated accuracy of +/- 6 seconds.
 GV1096
 GV1096.The orthometric height was computed from unverified reset data.
 GV1096.No vertical observational check was made to the station.
 GV1096
 GV1096.The geoid height was determined by GEOID03.
 GV1096
 GV1096;                    North         East    Units  Estimated Accuracy
 GV1096;SPC VA S     - 1,160,670.    3,673,880.      MT  (+/- 180 meters Scaled)
 GV1096
 GV1096                          SUPERSEDED SURVEY CONTROL
 GV1096
 GV1096  NGVD 29 (??/??/??)   31.50   (m)          103.3    (f) RESET       3  
 GV1096
 GV1096.Superseded values are not recommended for survey control.
 GV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1096.See file dsdata.txt to determine how the superseded data were derived.
 GV1096
 GV1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG655808(NAD 83)
 GV1096_MARKER: DB = BENCH MARK DISK
 GV1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1096_STAMPING: E 270 RESET 1962
 GV1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1096+STABILITY: SURFACE MOTION
 GV1096
 GV1096  HISTORY     - Date     Condition        Report By
 GV1096  HISTORY     - 1962     MONUMENTED       CGS
 GV1096  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 GV1096
 GV1096                          STATION DESCRIPTION
 GV1096
 GV1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1096'1.2 MI SW FROM LIVELY.
 GV1096'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 201 FROM THE CHESAPEAKE
 GV1096'BANKING COMPANY AT LIVELY, LANCASTER COUNTY, ON PROPERTY OF THE
 GV1096'CHESAPEAKE CORP., 55 PACES SOUTH OF THE APPROXIMATE CENTER OF
 GV1096'HIGHWAY, 13 FEET WEST OF THE APPROXIMATE CENTER OF WOODS ROAD,
 GV1096'4.5 FEET SOUTHEAST OF A TREE, 4 FEET NORTHEAST OF A TREE AND
 GV1096'2 FEET EAST OF A STEEL WITNESS POST.  THE MARK IS A CONCRETE
 GV1096'MONUMENT, 10 INCHES SQUARE, AND PROJECTS 2 INCHES.
 GV1096
 GV1096                          STATION RECOVERY (1991)
 GV1096
 GV1096'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0057 ***********************************************************************
 GV0057  DESIGNATION -  E 271
 GV0057  PID         -  GV0057
 GV0057  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0057  USGS QUAD   -  BURGESS (1973)
 GV0057
 GV0057                         *CURRENT SURVEY CONTROL
 GV0057  ___________________________________________________________________
 GV0057* NAD 83(1986)-  37 53 07.     (N)    076 21 03.     (W)     SCALED    
 GV0057* NAVD 88     -        31.480  (meters)     103.28   (feet)  ADJUSTED  
 GV0057  ___________________________________________________________________
 GV0057  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 GV0057  DYNAMIC HT  -          31.458 (meters)     103.21  (feet)  COMP
 GV0057  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 GV0057
 GV0057  VERT ORDER  -  FIRST     CLASS I
 GV0057
 GV0057.The horizontal coordinates were scaled from a topographic map and have
 GV0057.an estimated accuracy of +/- 6 seconds.
 GV0057
 GV0057.The orthometric height was determined by differential leveling
 GV0057.and adjusted by the National Geodetic Survey in June 1991..
 GV0057
 GV0057.The geoid height was determined by GEOID03.
 GV0057
 GV0057.The dynamic height is computed by dividing the NAVD 88
 GV0057.geopotential number by the normal gravity value computed on the
 GV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0057.degrees latitude (g = 980.6199 gals.).
 GV0057
 GV0057.The modeled gravity was interpolated from observed gravity values.
 GV0057
 GV0057;                    North         East    Units  Estimated Accuracy
 GV0057;SPC VA S     - 1,174,380.    3,689,040.      MT  (+/- 180 meters Scaled)
 GV0057
 GV0057                          SUPERSEDED SURVEY CONTROL
 GV0057
 GV0057  NGVD 29 (05/17/90)   31.723  (m)          104.08   (f) ADJUSTED    1 1
 GV0057
 GV0057.Superseded values are not recommended for survey control.
 GV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0057.See file dsdata.txt to determine how the superseded data were derived.
 GV0057
 GV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG812939(NAD 83)
 GV0057_MARKER: DB = BENCH MARK DISK
 GV0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0057_SP_SET: BUILDING
 GV0057_STAMPING: E 271 1942
 GV0057_MARK LOGO: CGS   
 GV0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0057
 GV0057  HISTORY     - Date     Condition        Report By
 GV0057  HISTORY     - 1942     MONUMENTED       CGS
 GV0057  HISTORY     - 1971     GOOD             NGS
 GV0057  HISTORY     - 1987     GOOD             USPSQD
 GV0057  HISTORY     - 1989     GOOD             USPSQD
 GV0057  HISTORY     - 19910614 GOOD             USPSQD
 GV0057  HISTORY     - 19920203 MARK NOT FOUND   LOCENG
 GV0057
 GV0057                          STATION DESCRIPTION
 GV0057
 GV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0057'0.2 MI NW FROM BURGESS.
 GV0057'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION
 GV0057'OF STATE HIGHWAY 200 AT BURGESS, SET VERTICALLY IN THE SOUTHWEST
 GV0057'FACE AND 2.8 FEET NORTHWEST OF THE SOUTH CORNER OF THE FAIRFIELDS
 GV0057'METHODIST CHURCH BUILDING, 190 FEET SOUTH OF BENCH MARK R 461,
 GV0057'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 GV0057
 GV0057                          STATION RECOVERY (1987)
 GV0057
 GV0057'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC)
 GV0057'RECOVERED IN GOOD CONDITION.
 GV0057
 GV0057                          STATION RECOVERY (1989)
 GV0057
 GV0057'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0057'RECOVERED IN GOOD CONDITION.
 GV0057
 GV0057                          STATION RECOVERY (1991)
 GV0057
 GV0057'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0057'RECOVERED IN GOOD CONDITION.
 GV0057
 GV0057                          STATION RECOVERY (1992)
 GV0057
 GV0057'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 GV0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1045 ***********************************************************************
 GV1045  DESIGNATION -  E 273
 GV1045  PID         -  GV1045
 GV1045  STATE/COUNTY-  VA/RICHMOND
 GV1045  USGS QUAD   -  HAYNESVILLE (1981)
 GV1045
 GV1045                         *CURRENT SURVEY CONTROL
 GV1045  ___________________________________________________________________
 GV1045* NAD 83(1986)-  37 55 25.     (N)    076 39 34.     (W)     SCALED    
 GV1045* NAVD 88     -        31.821  (meters)     104.40   (feet)  ADJUSTED  
 GV1045  ___________________________________________________________________
 GV1045  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 GV1045  DYNAMIC HT  -          31.800 (meters)     104.33  (feet)  COMP
 GV1045  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 GV1045
 GV1045  VERT ORDER  -  SECOND    CLASS 0
 GV1045
 GV1045.The horizontal coordinates were scaled from a topographic map and have
 GV1045.an estimated accuracy of +/- 6 seconds.
 GV1045
 GV1045.The orthometric height was determined by differential leveling
 GV1045.and adjusted by the National Geodetic Survey in June 1991..
 GV1045
 GV1045.The geoid height was determined by GEOID03.
 GV1045
 GV1045.The dynamic height is computed by dividing the NAVD 88
 GV1045.geopotential number by the normal gravity value computed on the
 GV1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1045.degrees latitude (g = 980.6199 gals.).
 GV1045
 GV1045.The modeled gravity was interpolated from observed gravity values.
 GV1045
 GV1045;                    North         East    Units  Estimated Accuracy
 GV1045;SPC VA S     - 1,178,060.    3,661,820.      MT  (+/- 180 meters Scaled)
 GV1045
 GV1045                          SUPERSEDED SURVEY CONTROL
 GV1045
 GV1045  NGVD 29 (05/17/90)   32.065  (m)          105.20   (f) ADJUSTED    2 0
 GV1045
 GV1045.Superseded values are not recommended for survey control.
 GV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1045.See file dsdata.txt to determine how the superseded data were derived.
 GV1045
 GV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG541986(NAD 83)
 GV1045_MARKER: DB = BENCH MARK DISK
 GV1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1045_STAMPING: E 273 1942
 GV1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1045+STABILITY: SURFACE MOTION
 GV1045
 GV1045  HISTORY     - Date     Condition        Report By
 GV1045  HISTORY     - 1942     MONUMENTED       CGS
 GV1045  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1045  HISTORY     - 19940207 MARK NOT FOUND   USPSQD
 GV1045  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1045  HISTORY     - 20031029 MARK NOT FOUND   USPSQD
 GV1045
 GV1045                          STATION DESCRIPTION
 GV1045
 GV1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1045'2.5 MI NE FROM EMMERTON.
 GV1045'1.3 MILES NORTHEAST AND 1.2 MILES NORTH ALONG SECONDARY STATE
 GV1045'HIGHWAY 619 (MOORES MILL ROAD) FROM THE POST OFFICE AT EMMERTON,
 GV1045'RICHMOND COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF SECONDARY STATE
 GV1045'HIGHWAY 627, AT THE T-JUNCTION OF A WOODS ROAD LEADING EAST, 34
 GV1045'FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 28 FEET NORTH OF
 GV1045'THE CENTERLINE OF THE WOODS ROAD, AND 1.5 FEET WEST OF A WHITE
 GV1045'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 273 1942 AND
 GV1045'SET IN THE TOP OF A CONCRETE POST.
 GV1045'NOTE-- A NEW HOUSE BUILT IN THE AREA AND THE LAWN HAS BEEN GRADED.
 GV1045
 GV1045                          STATION RECOVERY (1994)
 GV1045
 GV1045'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1045'MARK NOT FOUND.
 GV1045
 GV1045                          STATION RECOVERY (1999)
 GV1045
 GV1045'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1045'MARK NOT FOUND.
 GV1045
 GV1045                          STATION RECOVERY (2003)
 GV1045
 GV1045'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1046 ***********************************************************************
 GV1046  DESIGNATION -  E 273 RESET 1957
 GV1046  PID         -  GV1046
 GV1046  STATE/COUNTY-  VA/RICHMOND
 GV1046  USGS QUAD   -  HAYNESVILLE (1981)
 GV1046
 GV1046                         *CURRENT SURVEY CONTROL
 GV1046  ___________________________________________________________________
 GV1046* NAD 83(1986)-  37 55 25.     (N)    076 39 34.     (W)     SCALED    
 GV1046* NAVD 88     -        29.82   (meters)      97.8    (feet)  RESET     
 GV1046  ___________________________________________________________________
 GV1046  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 GV1046
 GV1046  VERT ORDER  -  THIRD
 GV1046
 GV1046.The horizontal coordinates were scaled from a topographic map and have
 GV1046.an estimated accuracy of +/- 6 seconds.
 GV1046
 GV1046.The orthometric height was computed from unverified reset data.
 GV1046.No vertical observational check was made to the station.
 GV1046
 GV1046.The geoid height was determined by GEOID03.
 GV1046
 GV1046;                    North         East    Units  Estimated Accuracy
 GV1046;SPC VA S     - 1,178,060.    3,661,820.      MT  (+/- 180 meters Scaled)
 GV1046
 GV1046                          SUPERSEDED SURVEY CONTROL
 GV1046
 GV1046  NGVD 29 (??/??/??)   30.10   (m)           98.8    (f) RESET       3  
 GV1046
 GV1046.Superseded values are not recommended for survey control.
 GV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1046.See file dsdata.txt to determine how the superseded data were derived.
 GV1046
 GV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG541986(NAD 83)
 GV1046_MARKER: DB = BENCH MARK DISK
 GV1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1046_STAMPING: E 273 RESET 1957
 GV1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1046+STABILITY: SURFACE MOTION
 GV1046
 GV1046  HISTORY     - Date     Condition        Report By
 GV1046  HISTORY     - 1957     MONUMENTED       VADH
 GV1046  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1046  HISTORY     - 19940207 MARK NOT FOUND   USPSQD
 GV1046  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV1046  HISTORY     - 20031029 MARK NOT FOUND   USPSQD
 GV1046
 GV1046                          STATION DESCRIPTION
 GV1046
 GV1046'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957
 GV1046'2.5 MI NE FROM EMMERTON.
 GV1046'1.3 MILES NORTHEAST AND 1.2 MILES NORTH ALONG SECONDARY STATE
 GV1046'HIGHWAY 619 (MOORES MILL ROAD) FROM THE POST OFFICE AT EMMERTON,
 GV1046'RICHMOND COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF SECONDARY STATE
 GV1046'HIGHWAY 627, AT THE T-JUNCTION OF A WOODS ROAD LEADING EAST, 37.7
 GV1046'FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 184 FEET NORTH OF
 GV1046'THE CENTERLINE OF THE WOODS ROAD, AND 1.0 FOOT WEST OF A WHITE
 GV1046'WITNESS POST.
 GV1046
 GV1046                          STATION RECOVERY (1989)
 GV1046
 GV1046'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1046'MARK NOT FOUND.
 GV1046
 GV1046                          STATION RECOVERY (1994)
 GV1046
 GV1046'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1046'MARK NOT FOUND.
 GV1046
 GV1046                          STATION RECOVERY (1999)
 GV1046
 GV1046'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1046'MARK NOT FOUND.
 GV1046
 GV1046                          STATION RECOVERY (2003)
 GV1046
 GV1046'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1064 ***********************************************************************
 GV1064  DESIGNATION -  E 274
 GV1064  PID         -  GV1064
 GV1064  STATE/COUNTY-  VA/KING AND QUEEN
 GV1064  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV1064
 GV1064                         *CURRENT SURVEY CONTROL
 GV1064  ___________________________________________________________________
 GV1064* NAD 83(1986)-  37 44 44.     (N)    076 57 34.     (W)     SCALED    
 GV1064* NAVD 88     -        43.730  (meters)     143.47   (feet)  ADJUSTED  
 GV1064  ___________________________________________________________________
 GV1064  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 GV1064  DYNAMIC HT  -          43.701 (meters)     143.38  (feet)  COMP
 GV1064  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 GV1064
 GV1064  VERT ORDER  -  SECOND    CLASS 0
 GV1064
 GV1064.The horizontal coordinates were scaled from a topographic map and have
 GV1064.an estimated accuracy of +/- 6 seconds.
 GV1064
 GV1064.The orthometric height was determined by differential leveling
 GV1064.and adjusted by the National Geodetic Survey in June 1991..
 GV1064
 GV1064.The geoid height was determined by GEOID03.
 GV1064
 GV1064.The dynamic height is computed by dividing the NAVD 88
 GV1064.geopotential number by the normal gravity value computed on the
 GV1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1064.degrees latitude (g = 980.6199 gals.).
 GV1064
 GV1064.The modeled gravity was interpolated from observed gravity values.
 GV1064
 GV1064;                    North         East    Units  Estimated Accuracy
 GV1064;SPC VA S     - 1,157,830.    3,635,770.      MT  (+/- 180 meters Scaled)
 GV1064
 GV1064                          SUPERSEDED SURVEY CONTROL
 GV1064
 GV1064  NGVD 29 (??/??/??)   44.068  (m)          144.58   (f) ADJUSTED    2 0
 GV1064
 GV1064.Superseded values are not recommended for survey control.
 GV1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1064.See file dsdata.txt to determine how the superseded data were derived.
 GV1064
 GV1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG273793(NAD 83)
 GV1064_MARKER: DB = BENCH MARK DISK
 GV1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1064_STAMPING: E 274 1942
 GV1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1064+STABILITY: SURFACE MOTION
 GV1064
 GV1064  HISTORY     - Date     Condition        Report By
 GV1064  HISTORY     - 1942     MONUMENTED       CGS
 GV1064  HISTORY     - 1962     GOOD             CGS
 GV1064  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV1064  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1064  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1064
 GV1064                          STATION DESCRIPTION
 GV1064
 GV1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1064'2.4 MI NW FROM STEVENSVILLE.
 GV1064'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV1064'STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE NORTHWEST OF THE
 GV1064'CROSSING OF MARKET SWAMP, 0.65 MILE SOUTHEAST OF THE CROSSING OF
 GV1064'GARNETTS CREEK, 0.15 MILE EAST OF THE JUNCTION OF
 GV1064'SECONDARY STATE HIGHWAY 620 LEADING SOUTHWEST, AT THE JUNCTION OF
 GV1064'THE Y-APPROACH OF SECONDARY STATE HIGHWAY 620 LEADING NORTH, IN
 GV1064'THE CENTER OF THE TRIANGLE AT THE JUNCTION, 24 FEET NORTH OF THE
 GV1064'CENTERLINE OF STATE HIGHWAY 14, 4.5 FEET NORTH OF A CONCRETE
 GV1064'HIGHWAY MARKER, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 GV1064'A STANDARD DISK, STAMPED E 274 1942 AND SET IN THE TOP OF A
 GV1064'CONCRETE POST.
 GV1064
 GV1064                          STATION RECOVERY (1994)
 GV1064
 GV1064'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1064'MARK NOT FOUND.
 GV1064
 GV1064                          STATION RECOVERY (2000)
 GV1064
 GV1064'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1064'MARK NOT FOUND.
 GV1064
 GV1064                          STATION RECOVERY (2004)
 GV1064
 GV1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1065 ***********************************************************************
 GV1065  DESIGNATION -  E 274 RESET 1974
 GV1065  PID         -  GV1065
 GV1065  STATE/COUNTY-  VA/KING AND QUEEN
 GV1065  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV1065
 GV1065                         *CURRENT SURVEY CONTROL
 GV1065  ___________________________________________________________________
 GV1065* NAD 83(1986)-  37 44 44.     (N)    076 57 34.     (W)     SCALED    
 GV1065* NAVD 88     -        44.37   (meters)     145.6    (feet)  RESET     
 GV1065  ___________________________________________________________________
 GV1065  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 GV1065
 GV1065  VERT ORDER  -  THIRD
 GV1065
 GV1065.The horizontal coordinates were scaled from a topographic map and have
 GV1065.an estimated accuracy of +/- 6 seconds.
 GV1065
 GV1065.The orthometric height was computed from unverified reset data.
 GV1065.No vertical observational check was made to the station.
 GV1065
 GV1065.The geoid height was determined by GEOID03.
 GV1065
 GV1065;                    North         East    Units  Estimated Accuracy
 GV1065;SPC VA S     - 1,157,830.    3,635,770.      MT  (+/- 180 meters Scaled)
 GV1065
 GV1065                          SUPERSEDED SURVEY CONTROL
 GV1065
 GV1065  NGVD 29 (??/??/??)   44.71   (m)          146.7    (f) RESET       3  
 GV1065
 GV1065.Superseded values are not recommended for survey control.
 GV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1065.See file dsdata.txt to determine how the superseded data were derived.
 GV1065
 GV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG273793(NAD 83)
 GV1065_MARKER: DB = BENCH MARK DISK
 GV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1065_STAMPING: E 274 RESET 1974
 GV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1065+STABILITY: SURFACE MOTION
 GV1065
 GV1065  HISTORY     - Date     Condition        Report By
 GV1065  HISTORY     - 1974     MONUMENTED       VADH
 GV1065  HISTORY     - 19940413 POOR             USPSQD
 GV1065  HISTORY     - 20000108 GOOD             USPSQD
 GV1065  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1065
 GV1065                          STATION DESCRIPTION
 GV1065
 GV1065'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 GV1065'2.4 MI NW FROM STEVENSVILLE.
 GV1065'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 GV1065'AT STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE NORTHWEST OF THE
 GV1065'CROSSING OF MARKET SWAMP., 0.65 MILES SOUTHEAST OF THE CROSSING
 GV1065'OF GARNETTS CREEK, 0.15 MILE EAST OF THE JUNCTION OF SECONDARY
 GV1065'STATE HIGHWAY 620 LEADING SOUTHWEST, AT THE JUNCTION OF SECONDARY
 GV1065'STATE HIGHWAY 620 LEADING NORTH., 105 FEET NORTH OF THE CENTERLINE
 GV1065'OF STATE HIGHWAY 14, 85 FEET EAST OF THE CENTERLINE OF SECONDARY
 GV1065'STATE HIGHWAY 620, 7.5 FEET WEST OF POWER POLE 27098.  SET IN THE
 GV1065'TOP OF A CONCRETE POST 4 IN ABOVE GROUND.
 GV1065
 GV1065                          STATION RECOVERY (1994)
 GV1065
 GV1065'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1065'MARK RECOVERED IN POOR CONDITION.
 GV1065
 GV1065                          STATION RECOVERY (2000)
 GV1065
 GV1065'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1065'RECOVERED IN GOOD CONDITION.
 GV1065
 GV1065                          STATION RECOVERY (2004)
 GV1065
 GV1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1122 ***********************************************************************
 GV1122  DESIGNATION -  E 275
 GV1122  PID         -  GV1122
 GV1122  STATE/COUNTY-  VA/KING AND QUEEN
 GV1122  USGS QUAD   -  TRUHART (1989)
 GV1122
 GV1122                         *CURRENT SURVEY CONTROL
 GV1122  ___________________________________________________________________
 GV1122* NAD 83(1986)-  37 42 37.     (N)    076 47 02.     (W)     SCALED    
 GV1122* NAVD 88     -        38.207  (meters)     125.35   (feet)  ADJUSTED  
 GV1122  ___________________________________________________________________
 GV1122  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GV1122  DYNAMIC HT  -          38.181 (meters)     125.27  (feet)  COMP
 GV1122  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 GV1122
 GV1122  VERT ORDER  -  SECOND    CLASS 0
 GV1122
 GV1122.The horizontal coordinates were scaled from a topographic map and have
 GV1122.an estimated accuracy of +/- 6 seconds.
 GV1122
 GV1122.The orthometric height was determined by differential leveling
 GV1122.and adjusted by the National Geodetic Survey in June 1991..
 GV1122
 GV1122.The geoid height was determined by GEOID03.
 GV1122
 GV1122.The dynamic height is computed by dividing the NAVD 88
 GV1122.geopotential number by the normal gravity value computed on the
 GV1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1122.degrees latitude (g = 980.6199 gals.).
 GV1122
 GV1122.The modeled gravity was interpolated from observed gravity values.
 GV1122
 GV1122;                    North         East    Units  Estimated Accuracy
 GV1122;SPC VA S     - 1,154,180.    3,651,310.      MT  (+/- 180 meters Scaled)
 GV1122
 GV1122                          SUPERSEDED SURVEY CONTROL
 GV1122
 GV1122  NGVD 29 (??/??/??)   38.568  (m)          126.54   (f) ADJUSTED    2 0
 GV1122
 GV1122.Superseded values are not recommended for survey control.
 GV1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1122.See file dsdata.txt to determine how the superseded data were derived.
 GV1122
 GV1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG427751(NAD 83)
 GV1122_MARKER: DB = BENCH MARK DISK
 GV1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1122_STAMPING: E 275 1942
 GV1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1122+STABILITY: SURFACE MOTION
 GV1122
 GV1122  HISTORY     - Date     Condition        Report By
 GV1122  HISTORY     - 1942     MONUMENTED       CGS
 GV1122  HISTORY     - 1962     GOOD             CGS
 GV1122  HISTORY     - 19941115 MARK NOT FOUND   USPSQD
 GV1122  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV1122  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1122
 GV1122                          STATION DESCRIPTION
 GV1122
 GV1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1122'0.7 MI N FROM DRAGONVILLE.
 GV1122'0.7 MILE NORTH ALONG SECONDARY STATE HIGHWAY 610 FROM THE POST
 GV1122'OFFICE AT DRAGONVILLE, KING AND QUEEN COUNTY, 0.45 MILE NORTH
 GV1122'OF THE JUNCTION OF SECONDARY STATE HIGHWAY 616 LEADING NORTHWEST,
 GV1122'0.1 MILE NORTH OF HICKORY HILL SCHOOL, AT THE T-JUNCTION OF A
 GV1122'PRIVATE DIRT ROAD LEADING EAST TO A SHANTY, 35 FEET EAST OF THE
 GV1122'CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTERLINE OF THE
 GV1122'PRIVATE ROAD, AND 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 GV1122'A STANDARD DISK, STAMPED E 275 1942 AND SET IN THE TOP OF A
 GV1122'CONCRETE POST.  A STEEL WITNESS POST WAS SET 1 FOOT NORTH OF MARK.
 GV1122
 GV1122                          STATION RECOVERY (1994)
 GV1122
 GV1122'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1122'MARK NOT FOUND.
 GV1122
 GV1122                          STATION RECOVERY (2000)
 GV1122
 GV1122'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1122'MARK NOT FOUND.
 GV1122
 GV1122                          STATION RECOVERY (2004)
 GV1122
 GV1122'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1791 ***********************************************************************
 GV1791  DESIGNATION -  E 276
 GV1791  PID         -  GV1791
 GV1791  STATE/COUNTY-  VA/HENRICO
 GV1791  USGS QUAD   -  DUTCH GAP (1994)
 GV1791
 GV1791                         *CURRENT SURVEY CONTROL
 GV1791  ___________________________________________________________________
 GV1791* NAD 83(1986)-  37 24 31.     (N)    077 15 19.     (W)     SCALED    
 GV1791* NAVD 88     -        11.722  (meters)      38.46   (feet)  ADJUSTED  
 GV1791  ___________________________________________________________________
 GV1791  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GV1791  DYNAMIC HT  -          11.714 (meters)      38.43  (feet)  COMP
 GV1791  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 GV1791
 GV1791  VERT ORDER  -  SECOND    CLASS 0
 GV1791
 GV1791.The horizontal coordinates were scaled from a topographic map and have
 GV1791.an estimated accuracy of +/- 6 seconds.
 GV1791
 GV1791.The orthometric height was determined by differential leveling
 GV1791.and adjusted by the National Geodetic Survey in June 1991..
 GV1791
 GV1791.The geoid height was determined by GEOID03.
 GV1791
 GV1791.The dynamic height is computed by dividing the NAVD 88
 GV1791.geopotential number by the normal gravity value computed on the
 GV1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1791.degrees latitude (g = 980.6199 gals.).
 GV1791
 GV1791.The modeled gravity was interpolated from observed gravity values.
 GV1791
 GV1791;                    North         East    Units  Estimated Accuracy
 GV1791;SPC VA S     - 1,120,060.    3,610,190.      MT  (+/- 180 meters Scaled)
 GV1791
 GV1791                          SUPERSEDED SURVEY CONTROL
 GV1791
 GV1791  NGVD 29 (??/??/??)   12.059  (m)           39.56   (f) ADJUSTED    2 0
 GV1791
 GV1791.Superseded values are not recommended for survey control.
 GV1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1791.See file dsdata.txt to determine how the superseded data were derived.
 GV1791
 GV1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG004425(NAD 83)
 GV1791_MARKER: DB = BENCH MARK DISK
 GV1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1791_SP_SET: CULVERT
 GV1791_STAMPING: E 276 1942
 GV1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1791+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV1791
 GV1791  HISTORY     - Date     Condition        Report By
 GV1791  HISTORY     - 1942     MONUMENTED       CGS
 GV1791  HISTORY     - 1943     GOOD             CGS
 GV1791  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1791  HISTORY     - 20001208 GOOD             USPSQD
 GV1791  HISTORY     - 20050212 GOOD             USPSQD
 GV1791
 GV1791                          STATION DESCRIPTION
 GV1791
 GV1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1791'5.9 MI S FROM ELKO.
 GV1791'5.9 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE CHESAPEAKE
 GV1791'AND OHIO RAILWAY STATION AT ELKO, HENRICO COUNTY, AT A TWIN
 GV1791'5-FOOT IRON-PIPE CULVERT, IN THE CENTER OF THE NORTHWEST HEADWALL,
 GV1791'16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.3 FEET
 GV1791'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.
 GV1791'A STANDARD DISK, STAMPED E 276 1942.
 GV1791
 GV1791                          STATION RECOVERY (1943)
 GV1791
 GV1791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 GV1791'RECOVERED IN GOOD CONDITION.
 GV1791
 GV1791                          STATION RECOVERY (1996)
 GV1791
 GV1791'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1791'MARK NOT FOUND.
 GV1791
 GV1791                          STATION RECOVERY (2000)
 GV1791
 GV1791'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1791'RECOVERED IN GOOD CONDITION.
 GV1791
 GV1791                          STATION RECOVERY (2005)
 GV1791
 GV1791'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0466 ***********************************************************************
 GV0466  DESIGNATION -  E 277
 GV0466  PID         -  GV0466
 GV0466  STATE/COUNTY-  VA/CHARLES CITY
 GV0466  USGS QUAD   -  BRANDON (1980)
 GV0466
 GV0466                         *CURRENT SURVEY CONTROL
 GV0466  ___________________________________________________________________
 GV0466* NAD 83(1986)-  37 16 07.     (N)    076 53 56.     (W)     SCALED    
 GV0466* NAVD 88     -        10.305  (meters)      33.81   (feet)  ADJUSTED  
 GV0466  ___________________________________________________________________
 GV0466  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 GV0466  DYNAMIC HT  -          10.297 (meters)      33.78  (feet)  COMP
 GV0466  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 GV0466
 GV0466  VERT ORDER  -  FIRST     CLASS I
 GV0466
 GV0466.The horizontal coordinates were scaled from a topographic map and have
 GV0466.an estimated accuracy of +/- 6 seconds.
 GV0466
 GV0466.The orthometric height was determined by differential leveling
 GV0466.and adjusted by the National Geodetic Survey in June 1991..
 GV0466
 GV0466.The geoid height was determined by GEOID03.
 GV0466
 GV0466.The dynamic height is computed by dividing the NAVD 88
 GV0466.geopotential number by the normal gravity value computed on the
 GV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0466.degrees latitude (g = 980.6199 gals.).
 GV0466
 GV0466.The modeled gravity was interpolated from observed gravity values.
 GV0466
 GV0466;                    North         East    Units  Estimated Accuracy
 GV0466;SPC VA S     - 1,105,000.    3,642,000.      MT  (+/- 180 meters Scaled)
 GV0466
 GV0466                          SUPERSEDED SURVEY CONTROL
 GV0466
 GV0466  NGVD 29 (??/??/??)   10.539  (m)           34.58   (f) ADJUSTED    1 1
 GV0466
 GV0466.Superseded values are not recommended for survey control.
 GV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0466.See file dsdata.txt to determine how the superseded data were derived.
 GV0466
 GV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG316263(NAD 83)
 GV0466_MARKER: DB = BENCH MARK DISK
 GV0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0466_STAMPING: E 277 1942
 GV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0466+STABILITY: SURFACE MOTION
 GV0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0466+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0466
 GV0466  HISTORY     - Date     Condition        Report By
 GV0466  HISTORY     - 1942     MONUMENTED       CGS
 GV0466  HISTORY     - 1971     GOOD             NGS
 GV0466  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0466  HISTORY     - 20000927 GOOD             USPSQD
 GV0466  HISTORY     - 20010331 GOOD             NGS
 GV0466
 GV0466                          STATION DESCRIPTION
 GV0466
 GV0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0466'11.8 MI W FROM WILLIAMSBURG.
 GV0466'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM
 GV0466'THE INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 10.2
 GV0466'MILES WEST ALONG STATE HIGHWAY 5, ABOUT 1.15 MILES WEST OF THE
 GV0466'WEST END OF THE HIGHWAY BRIDGE OVER THE CHICKAHOMINY RIVER, ABOUT
 GV0466'0.2 MILE WEST OF A DIRT ROAD THAT LEADS SOUTH, 40 FEET SOUTHWEST
 GV0466'OF THE CENTER LINE OF THE HIGHWAY, 278 FEET SOUTHEAST OF A HIGHWAY
 GV0466'SIGN WITH THE LETTERS WILLIAMSBURG 13 AND JAMESTOWN 15, IN THE
 GV0466'NORTHEAST EDGE OF THICK BRUSH AND TREES, 1.0 FOOT NORTHWEST OF A
 GV0466'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 GV0466'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 GV0466'SURFACE OF THE GROUND.
 GV0466
 GV0466                          STATION RECOVERY (1996)
 GV0466
 GV0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0466'MARK NOT FOUND.
 GV0466
 GV0466                          STATION RECOVERY (2000)
 GV0466
 GV0466'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0466'RECOVERED IN GOOD CONDITION.
 GV0466
 GV0466                          STATION RECOVERY (2001)
 GV0466
 GV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0466'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0745 ***********************************************************************
 GV0745  DESIGNATION -  E 278
 GV0745  PID         -  GV0745
 GV0745  STATE/COUNTY-  VA/SURRY
 GV0745  USGS QUAD   -  CLAREMONT (1986)
 GV0745
 GV0745                         *CURRENT SURVEY CONTROL
 GV0745  ___________________________________________________________________
 GV0745* NAD 83(1986)-  37 09 21.     (N)    076 59 24.     (W)     SCALED    
 GV0745* NAVD 88     -        35.741  (meters)     117.26   (feet)  ADJUSTED  
 GV0745  ___________________________________________________________________
 GV0745  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 GV0745  DYNAMIC HT  -          35.715 (meters)     117.17  (feet)  COMP
 GV0745  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 GV0745
 GV0745  VERT ORDER  -  SECOND    CLASS 0
 GV0745
 GV0745.The horizontal coordinates were scaled from a topographic map and have
 GV0745.an estimated accuracy of +/- 6 seconds.
 GV0745
 GV0745.The orthometric height was determined by differential leveling
 GV0745.and adjusted by the National Geodetic Survey in June 1991..
 GV0745
 GV0745.The geoid height was determined by GEOID03.
 GV0745
 GV0745.The dynamic height is computed by dividing the NAVD 88
 GV0745.geopotential number by the normal gravity value computed on the
 GV0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0745.degrees latitude (g = 980.6199 gals.).
 GV0745
 GV0745.The modeled gravity was interpolated from observed gravity values.
 GV0745
 GV0745;                    North         East    Units  Estimated Accuracy
 GV0745;SPC VA S     - 1,092,350.    3,634,120.      MT  (+/- 180 meters Scaled)
 GV0745
 GV0745                          SUPERSEDED SURVEY CONTROL
 GV0745
 GV0745  NGVD 29 (??/??/??)   36.099  (m)          118.43   (f) ADJUSTED    2 0
 GV0745
 GV0745.Superseded values are not recommended for survey control.
 GV0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0745.See file dsdata.txt to determine how the superseded data were derived.
 GV0745
 GV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG232140(NAD 83)
 GV0745_MARKER: DB = BENCH MARK DISK
 GV0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0745_STAMPING: E 278 1942
 GV0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0745+STABILITY: SURFACE MOTION
 GV0745
 GV0745  HISTORY     - Date     Condition        Report By
 GV0745  HISTORY     - 1942     MONUMENTED       CGS
 GV0745  HISTORY     - 1960     GOOD             CGS
 GV0745  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV0745  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0745
 GV0745                          STATION DESCRIPTION
 GV0745
 GV0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0745'1.1 MI S FROM SPRING GROVE.
 GV0745'1.1 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 GV0745'SPRING GROVE, SURRY COUNTY, AT THE JUNCTION OF A ROAD LEADING
 GV0745'WEST, 32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26.5
 GV0745'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF
 GV0745'POLE 369, AND 0.5 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 GV0745'A STANDARD DISK, STAMPED E 278 1942 AND SET IN THE TOP OF A
 GV0745'CONCRETE POST.
 GV0745
 GV0745                          STATION RECOVERY (1997)
 GV0745
 GV0745'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0745'MARK NOT FOUND.
 GV0745
 GV0745                          STATION RECOVERY (2002)
 GV0745
 GV0745'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1808 ***********************************************************************
 GV1808  DESIGNATION -  E 279
 GV1808  PID         -  GV1808
 GV1808  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1808  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1808
 GV1808                         *CURRENT SURVEY CONTROL
 GV1808  ___________________________________________________________________
 GV1808* NAD 83(1986)-  37 14 41.     (N)    077 08 45.     (W)     SCALED    
 GV1808* NAVD 88     -        31.569  (meters)     103.57   (feet)  ADJUSTED  
 GV1808  ___________________________________________________________________
 GV1808  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 GV1808  DYNAMIC HT  -          31.547 (meters)     103.50  (feet)  COMP
 GV1808  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 GV1808
 GV1808  VERT ORDER  -  SECOND    CLASS 0
 GV1808
 GV1808.The horizontal coordinates were scaled from a topographic map and have
 GV1808.an estimated accuracy of +/- 6 seconds.
 GV1808
 GV1808.The orthometric height was determined by differential leveling
 GV1808.and adjusted by the National Geodetic Survey in June 1991..
 GV1808
 GV1808.The geoid height was determined by GEOID03.
 GV1808
 GV1808.The dynamic height is computed by dividing the NAVD 88
 GV1808.geopotential number by the normal gravity value computed on the
 GV1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1808.degrees latitude (g = 980.6199 gals.).
 GV1808
 GV1808.The modeled gravity was interpolated from observed gravity values.
 GV1808
 GV1808;                    North         East    Units  Estimated Accuracy
 GV1808;SPC VA S     - 1,102,000.    3,620,140.      MT  (+/- 180 meters Scaled)
 GV1808
 GV1808                          SUPERSEDED SURVEY CONTROL
 GV1808
 GV1808  NGVD 29 (??/??/??)   31.918  (m)          104.72   (f) ADJUSTED    2 0
 GV1808
 GV1808.Superseded values are not recommended for survey control.
 GV1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1808.See file dsdata.txt to determine how the superseded data were derived.
 GV1808
 GV1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG096241(NAD 83)
 GV1808_MARKER: DB = BENCH MARK DISK
 GV1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1808_STAMPING: E 279 1942
 GV1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1808+STABILITY: SURFACE MOTION
 GV1808
 GV1808  HISTORY     - Date     Condition        Report By
 GV1808  HISTORY     - 1942     MONUMENTED       CGS
 GV1808  HISTORY     - 1961     GOOD             CGS
 GV1808  HISTORY     - 19980506 GOOD             USPSQD
 GV1808
 GV1808                          STATION DESCRIPTION
 GV1808
 GV1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1808'0.8 MI SE FROM GARYSVILLE.
 GV1808'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 GV1808'STATE HIGHWAY 106 AT GARYSVILLE, PRINCE GEORGE COUNTY, AT THE
 GV1808'SUMMIT OF A HILL SLOPIN  TO THE NORTHWEST, AT THE JUNCTION OF A
 GV1808'ROAD LEADING SOUTH INTO THE WOODS, 27 FEET SOUTHWEST OF THE CENTER
 GV1808'LINE OF THE HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GV1808'ROAD, AND 0.7 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.
 GV1808'A STANDARD DISK, STAMPED E 279 1942 AND SET IN THE TOP OF A
 GV1808'CONCRETE POST.  NOTE-- HIGHWAY 106 IS NOW 609 AND THE MARK IS
 GV1808'1.5 FEET NORTH OF A WITNESS SIGN.
 GV1808
 GV1808                          STATION RECOVERY (1998)
 GV1808
 GV1808'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1599 ***********************************************************************
 GV1599  DESIGNATION -  E 28
 GV1599  PID         -  GV1599
 GV1599  STATE/COUNTY-  VA/SUSSEX
 GV1599  USGS QUAD   -  WAVERLY (1980)
 GV1599
 GV1599                         *CURRENT SURVEY CONTROL
 GV1599  ___________________________________________________________________
 GV1599* NAD 83(1986)-  37 02 12.     (N)    077 05 39.     (W)     SCALED    
 GV1599* NAVD 88     -        36.583  (meters)     120.02   (feet)  ADJUSTED  
 GV1599  ___________________________________________________________________
 GV1599  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1599  DYNAMIC HT  -          36.556 (meters)     119.93  (feet)  COMP
 GV1599  MODELED GRAV-     979,903.3   (mgal)                       NAVD 88
 GV1599
 GV1599  VERT ORDER  -  FIRST     CLASS II
 GV1599
 GV1599.The horizontal coordinates were scaled from a topographic map and have
 GV1599.an estimated accuracy of +/- 6 seconds.
 GV1599
 GV1599.The orthometric height was determined by differential leveling
 GV1599.and adjusted by the National Geodetic Survey in June 1991..
 GV1599
 GV1599.The geoid height was determined by GEOID03.
 GV1599
 GV1599.The dynamic height is computed by dividing the NAVD 88
 GV1599.geopotential number by the normal gravity value computed on the
 GV1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1599.degrees latitude (g = 980.6199 gals.).
 GV1599
 GV1599.The modeled gravity was interpolated from observed gravity values.
 GV1599
 GV1599;                    North         East    Units  Estimated Accuracy
 GV1599;SPC VA S     - 1,078,980.    3,625,070.      MT  (+/- 180 meters Scaled)
 GV1599
 GV1599                          SUPERSEDED SURVEY CONTROL
 GV1599
 GV1599  NGVD 29 (??/??/??)   36.918  (m)          121.12   (f) ADJUSTED    1 2
 GV1599
 GV1599.Superseded values are not recommended for survey control.
 GV1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1599.See file dsdata.txt to determine how the superseded data were derived.
 GV1599
 GV1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG137009(NAD 83)
 GV1599_MARKER: DB = BENCH MARK DISK
 GV1599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1599_SP_SET: BUILDING
 GV1599_STAMPING: 121.128 E 28 1932
 GV1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1599
 GV1599  HISTORY     - Date     Condition        Report By
 GV1599  HISTORY     - 1932     MONUMENTED       CGS
 GV1599  HISTORY     - 1960     GOOD             CGS
 GV1599  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1599  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1599
 GV1599                          STATION DESCRIPTION
 GV1599
 GV1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1599'AT WAVERLY.
 GV1599'AT WAVERLY, SUSSEX COUNTY, THE NORFOLK AND WESTERN RAILWAY
 GV1599'STATION, IN THE SOUTHWEST WALL OF THE BUILDING, 10 FEET SOUTHEAST
 GV1599'OF THE DOOR TO THE WAITING ROOM, AND 4 FEET ABOVE THE SIDEWALK.
 GV1599'A STANDARD DISK, STAMPED 121.128 E 28 1932 AND SET VERTICALLY.
 GV1599
 GV1599                          STATION RECOVERY (1997)
 GV1599
 GV1599'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1599'MARK NOT FOUND.
 GV1599
 GV1599                          STATION RECOVERY (2002)
 GV1599
 GV1599'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1820 ***********************************************************************
 GV1820  DESIGNATION -  E 280
 GV1820  PID         -  GV1820
 GV1820  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1820  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1820
 GV1820                         *CURRENT SURVEY CONTROL
 GV1820  ___________________________________________________________________
 GV1820* NAD 83(1986)-  37 09 28.     (N)    077 10 31.     (W)     SCALED    
 GV1820* NAVD 88     -        37.742  (meters)     123.83   (feet)  POSTED    
 GV1820  ___________________________________________________________________
 GV1820  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 GV1820  DYNAMIC HT  -          37.720 (meters)     123.75  (feet)  COMP
 GV1820  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 GV1820
 GV1820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1820
 GV1820.The horizontal coordinates were scaled from a topographic map and have
 GV1820.an estimated accuracy of +/- 6 seconds.
 GV1820
 GV1820.The orthometric height was determined by differential leveling
 GV1820.and adjusted by the National Geodetic Survey in 1992..
 GV1820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1820.rate of 0.0 thru 1.0 mm/km.
 GV1820
 GV1820.The geoid height was determined by GEOID03.
 GV1820
 GV1820.The dynamic height is computed by dividing the NAVD 88
 GV1820.geopotential number by the normal gravity value computed on the
 GV1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1820.degrees latitude (g = 980.6199 gals.).
 GV1820
 GV1820.The modeled gravity was interpolated from observed gravity values.
 GV1820
 GV1820;                    North         East    Units  Estimated Accuracy
 GV1820;SPC VA S     - 1,092,320.    3,617,660.      MT  (+/- 180 meters Scaled)
 GV1820
 GV1820                          SUPERSEDED SURVEY CONTROL
 GV1820
 GV1820  NGVD 29 (??/??/??)   38.080  (m)          124.93   (f) ADJUSTED    2 0
 GV1820
 GV1820.Superseded values are not recommended for survey control.
 GV1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1820.See file dsdata.txt to determine how the superseded data were derived.
 GV1820
 GV1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG068145(NAD 83)
 GV1820_MARKER: DB = BENCH MARK DISK
 GV1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1820_STAMPING: E 280 1942
 GV1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1820+STABILITY: SURFACE MOTION
 GV1820
 GV1820  HISTORY     - Date     Condition        Report By
 GV1820  HISTORY     - 1942     MONUMENTED       CGS
 GV1820  HISTORY     - 1961     GOOD             CGS
 GV1820  HISTORY     - 19980506 GOOD             USPSQD
 GV1820
 GV1820                          STATION DESCRIPTION
 GV1820
 GV1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1820'3.8 MI NE FROM DISPUTANTA.
 GV1820'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 154 FROM THE NORFOLK
 GV1820'AND WESTERN RAILWAY STATION AT DISPUTANTA, PRINCE GEORGE COUNTY,
 GV1820'2.5 MILES SOUTHWEST OF THE INTERSECTION OF SECONDARY STATE
 GV1820'HIGHWAY 616 AT NEWVILLE, AT THE SOUTHEAST EDGE OF A WOODS, AT
 GV1820'A ROAD JUNCTION, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 GV1820'HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE OF AN OLD LOGGING ROAD
 GV1820'LEADING WEST INTO THE WOODS, 13.6 FEET SOUTHEAST OF A
 GV1820'TRIANGULAR-BLAZED 20-INCH OAK TREE, AND 0.7 FOOT SOUTHEAST OF A
 GV1820'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 280 1942
 GV1820'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW IN
 GV1820'WOODS AND WITNESS POST WAS REPLACED WITH A CGS SIGN AND IS 125
 GV1820'FEET NORTH OF A FIRE PREVENTION SIGN.
 GV1820
 GV1820                          STATION RECOVERY (1998)
 GV1820
 GV1820'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0972 ***********************************************************************
 FX0972  DESIGNATION -  E 281
 FX0972  PID         -  FX0972
 FX0972  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0972  USGS QUAD   -  BENNS CHURCH (1986)
 FX0972
 FX0972                         *CURRENT SURVEY CONTROL
 FX0972  ___________________________________________________________________
 FX0972* NAD 83(1986)-  36 58 57.     (N)    076 37 15.     (W)     SCALED    
 FX0972* NAVD 88     -         2.405  (meters)       7.89   (feet)  ADJUSTED  
 FX0972  ___________________________________________________________________
 FX0972  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 FX0972  DYNAMIC HT  -           2.403 (meters)       7.88  (feet)  COMP
 FX0972  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 FX0972
 FX0972  VERT ORDER  -  FIRST     CLASS I
 FX0972
 FX0972.The horizontal coordinates were scaled from a topographic map and have
 FX0972.an estimated accuracy of +/- 6 seconds.
 FX0972
 FX0972.The orthometric height was determined by differential leveling
 FX0972.and adjusted by the National Geodetic Survey in June 1991..
 FX0972
 FX0972.The geoid height was determined by GEOID03.
 FX0972
 FX0972.The dynamic height is computed by dividing the NAVD 88
 FX0972.geopotential number by the normal gravity value computed on the
 FX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0972.degrees latitude (g = 980.6199 gals.).
 FX0972
 FX0972.The modeled gravity was interpolated from observed gravity values.
 FX0972
 FX0972;                    North         East    Units  Estimated Accuracy
 FX0972;SPC VA S     - 1,073,710.    3,667,290.      MT  (+/- 180 meters Scaled)
 FX0972
 FX0972                          SUPERSEDED SURVEY CONTROL
 FX0972
 FX0972  NGVD 29 (??/??/92)    2.641  (m)            8.66   (f) ADJ UNCH    1 1
 FX0972
 FX0972.Superseded values are not recommended for survey control.
 FX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0972.See file dsdata.txt to determine how the superseded data were derived.
 FX0972
 FX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF557941(NAD 83)
 FX0972_MARKER: DB = BENCH MARK DISK
 FX0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0972_SP_SET: BRIDGE
 FX0972_STAMPING: E 281 1942
 FX0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0972
 FX0972  HISTORY     - Date     Condition        Report By
 FX0972  HISTORY     - 1942     MONUMENTED       CGS
 FX0972  HISTORY     - 1971     GOOD             NGS
 FX0972  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0972
 FX0972                          STATION DESCRIPTION
 FX0972
 FX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0972'0.6 MI E FROM SMITHFIELD.
 FX0972'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 258 AND STATE HIGHWAY 10
 FX0972'FROM THE JUNCTION OF THE ABOVE HIGHWAYS AT SMITHFIELD, AT THE
 FX0972'BRIDGE OVER CYPRESS CREEK, SET IN THE CONCRETE BASE FOR THE
 FX0972'SOUTH CONCRETE GUARD RAIL OF THE BRIDGE, 119 FEET WEST OF THE
 FX0972'EAST END OF THE BRIDGE, 12 1/2 FEET SOUTH OF THE CENTER LINE
 FX0972'OF THE HIGHWAY, 10 FEET EAST OF THE EAST END OF THE LIFT SPAN
 FX0972'OF THE BRIDGE AND 0.8 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 FX0972
 FX0972                          STATION RECOVERY (2001)
 FX0972
 FX0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0982 ***********************************************************************
 FX0982  DESIGNATION -  E 282
 FX0982  PID         -  FX0982
 FX0982  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0982  USGS QUAD   -  SMITHFIELD (1989)
 FX0982
 FX0982                         *CURRENT SURVEY CONTROL
 FX0982  ___________________________________________________________________
 FX0982* NAD 83(1986)-  36 53 38.     (N)    076 43 13.     (W)     SCALED    
 FX0982* NAVD 88     -        23.339  (meters)      76.57   (feet)  POSTED    
 FX0982  ___________________________________________________________________
 FX0982  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 FX0982  DYNAMIC HT  -          23.320 (meters)      76.51  (feet)  COMP
 FX0982  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 FX0982
 FX0982  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0982
 FX0982.The horizontal coordinates were scaled from a topographic map and have
 FX0982.an estimated accuracy of +/- 6 seconds.
 FX0982
 FX0982.The orthometric height was determined by differential leveling
 FX0982.and adjusted by the National Geodetic Survey in 1992..
 FX0982.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0982.rate of 1.1 thru 2.0 mm/km.
 FX0982
 FX0982.The geoid height was determined by GEOID03.
 FX0982
 FX0982.The dynamic height is computed by dividing the NAVD 88
 FX0982.geopotential number by the normal gravity value computed on the
 FX0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0982.degrees latitude (g = 980.6199 gals.).
 FX0982
 FX0982.The modeled gravity was interpolated from observed gravity values.
 FX0982
 FX0982;                    North         East    Units  Estimated Accuracy
 FX0982;SPC VA S     - 1,063,700.    3,658,620.      MT  (+/- 180 meters Scaled)
 FX0982
 FX0982                          SUPERSEDED SURVEY CONTROL
 FX0982
 FX0982  NGVD 29 (??/??/92)   23.736  (m)           77.87   (f) ADJ UNCH    2 0
 FX0982
 FX0982.Superseded values are not recommended for survey control.
 FX0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0982.See file dsdata.txt to determine how the superseded data were derived.
 FX0982
 FX0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF467844(NAD 83)
 FX0982_MARKER: DB = BENCH MARK DISK
 FX0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0982_STAMPING: E 282 1942
 FX0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0982+STABILITY: SURFACE MOTION
 FX0982
 FX0982  HISTORY     - Date     Condition        Report By
 FX0982  HISTORY     - 1942     MONUMENTED       CGS
 FX0982  HISTORY     - 1960     GOOD             NGS
 FX0982  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 FX0982
 FX0982                          STATION DESCRIPTION
 FX0982
 FX0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0982'1.2 MI SW FROM ISLE OF WIGHT.
 FX0982'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL
 FX0982'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT THE JUNCTION
 FX0982'OF SECONDARY STATE HIGHWAY 644 LEADING SOUTHEAST, 41 FEET
 FX0982'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 258, 32 FEET
 FX0982'NORTHEAST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 644, 21.5
 FX0982'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 0.7 FOOT NORTHWEST
 FX0982'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 282
 FX0982'1942 AND SET IN THE TOP OF A CONCRETE POST.  IT IS ON OLD HIGHWAY
 FX0982'258 WHICH IS ABOUT 150 FEET SOUTHEAST OF NEW HIGHWAY 258 AND
 FX0982'HIGHWAY 644 LEADING SOUTH.
 FX0982
 FX0982                          STATION RECOVERY (2001)
 FX0982
 FX0982'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0182 ***********************************************************************
 FX0182  DESIGNATION -  E 283 RESET 1960
 FX0182  PID         -  FX0182
 FX0182  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX0182  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0182
 FX0182                         *CURRENT SURVEY CONTROL
 FX0182  ___________________________________________________________________
 FX0182* NAD 83(1986)-  36 50 06.     (N)    076 19 12.     (W)     SCALED    
 FX0182* NAVD 88     -         2.011  (meters)       6.60   (feet)  ADJUSTED  
 FX0182  ___________________________________________________________________
 FX0182  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX0182  DYNAMIC HT  -           2.009 (meters)       6.59  (feet)  COMP
 FX0182  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 FX0182
 FX0182  VERT ORDER  -  FIRST     CLASS I
 FX0182
 FX0182.The horizontal coordinates were scaled from a topographic map and have
 FX0182.an estimated accuracy of +/- 6 seconds.
 FX0182
 FX0182.The orthometric height was determined by differential leveling
 FX0182.and adjusted by the National Geodetic Survey in June 1991..
 FX0182
 FX0182.The geoid height was determined by GEOID03.
 FX0182
 FX0182.The dynamic height is computed by dividing the NAVD 88
 FX0182.geopotential number by the normal gravity value computed on the
 FX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0182.degrees latitude (g = 980.6199 gals.).
 FX0182
 FX0182.The modeled gravity was interpolated from observed gravity values.
 FX0182
 FX0182;                    North         East    Units  Estimated Accuracy
 FX0182;SPC VA S     - 1,057,920.    3,694,440.      MT  (+/- 180 meters Scaled)
 FX0182
 FX0182                          SUPERSEDED SURVEY CONTROL
 FX0182
 FX0182  NGVD 29 (??/??/92)    2.251  (m)            7.39   (f) ADJ UNCH    1 1
 FX0182
 FX0182.Superseded values are not recommended for survey control.
 FX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0182.See file dsdata.txt to determine how the superseded data were derived.
 FX0182
 FX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF822773(NAD 83)
 FX0182_MARKER: DB = BENCH MARK DISK
 FX0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0182_SP_SET: SIDEWALK
 FX0182_STAMPING: E 283 1942 RESET
 FX0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0182+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 FX0182
 FX0182  HISTORY     - Date     Condition        Report By
 FX0182  HISTORY     - 1960     MONUMENTED       CGS
 FX0182  HISTORY     - 1971     GOOD             NGS
 FX0182  HISTORY     - 19991016 GOOD             USPSQD
 FX0182  HISTORY     - 20010714 GOOD             USPSQD
 FX0182  HISTORY     - 20040323 GOOD             USPSQD
 FX0182  HISTORY     - 20060216 GOOD             USPSQD
 FX0182
 FX0182                          STATION DESCRIPTION
 FX0182
 FX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0182'AT PORTSMOUTH.
 FX0182'AT PORTSMOUTH, ABOUT 1.15 MILES WEST ALONG HIGH STREET FROM
 FX0182'THE INTERSECTION OF COURT STREET, IN THE SOUTHEAST ANGLE OF
 FX0182'THE INTERSECTION OF HIGH STREET AND WILLIAMSBURG AVENUE, SET
 FX0182'IN THE TOP OF THE CONCRETE SIDEWALK IN THE FRONT OF BUILDING
 FX0182'NUMBER 1629 WHICH IS OCCUPIED BY A GOODYEAR STORE, 20.5 FEET
 FX0182'NORTH OF THE NORTHWEST CORNER OF THE BUILDING, 3.9 FEET SOUTH
 FX0182'OF THE SOUTH CURB OF HIGH STREET, 13.6 FEET EAST OF THE EAST
 FX0182'CURB OF WILLIAMSBURG AVENUE, 3 FEET SOUTH-SOUTHWEST OF A POWER
 FX0182'POLE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET.
 FX0182
 FX0182                          STATION RECOVERY (1999)
 FX0182
 FX0182'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0182'RECOVERED IN GOOD CONDITION.
 FX0182
 FX0182                          STATION RECOVERY (2001)
 FX0182
 FX0182'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0182'RECOVERED IN GOOD CONDITION. IT SHOULD BE NOTED THAT THE BUILDING IS
 FX0182'NOW WYNN'S SEAFOOD.
 FX0182
 FX0182                          STATION RECOVERY (2004)
 FX0182
 FX0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJR)
 FX0182'RECOVERED IN GOOD CONDITION.
 FX0182
 FX0182                          STATION RECOVERY (2006)
 FX0182
 FX0182'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0997 ***********************************************************************
 GV0997  DESIGNATION -  E 284
 GV0997  PID         -  GV0997
 GV0997  STATE/COUNTY-  VA/KING AND QUEEN
 GV0997  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV0997
 GV0997                         *CURRENT SURVEY CONTROL
 GV0997  ___________________________________________________________________
 GV0997* NAD 83(1986)-  37 41 31.     (N)    076 54 19.     (W)     SCALED    
 GV0997* NAVD 88     -         9.986  (meters)      32.76   (feet)  ADJUSTED  
 GV0997  ___________________________________________________________________
 GV0997  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 GV0997  DYNAMIC HT  -           9.979 (meters)      32.74  (feet)  COMP
 GV0997  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 GV0997
 GV0997  VERT ORDER  -  SECOND    CLASS 0
 GV0997
 GV0997.The horizontal coordinates were scaled from a topographic map and have
 GV0997.an estimated accuracy of +/- 6 seconds.
 GV0997
 GV0997.The orthometric height was determined by differential leveling
 GV0997.and adjusted by the National Geodetic Survey in June 1991..
 GV0997
 GV0997.The geoid height was determined by GEOID03.
 GV0997
 GV0997.The dynamic height is computed by dividing the NAVD 88
 GV0997.geopotential number by the normal gravity value computed on the
 GV0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0997.degrees latitude (g = 980.6199 gals.).
 GV0997
 GV0997.The modeled gravity was interpolated from observed gravity values.
 GV0997
 GV0997;                    North         East    Units  Estimated Accuracy
 GV0997;SPC VA S     - 1,151,960.    3,640,640.      MT  (+/- 180 meters Scaled)
 GV0997
 GV0997                          SUPERSEDED SURVEY CONTROL
 GV0997
 GV0997  NGVD 29 (??/??/??)   10.350  (m)           33.96   (f) ADJUSTED    2 0
 GV0997
 GV0997.Superseded values are not recommended for survey control.
 GV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0997.See file dsdata.txt to determine how the superseded data were derived.
 GV0997
 GV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG320733(NAD 83)
 GV0997_MARKER: DB = BENCH MARK DISK
 GV0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0997_STAMPING: E 284 1942
 GV0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0997+STABILITY: SURFACE MOTION
 GV0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0997+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV0997
 GV0997  HISTORY     - Date     Condition        Report By
 GV0997  HISTORY     - 1942     MONUMENTED       CGS
 GV0997  HISTORY     - 1961     GOOD             CGS
 GV0997  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0997  HISTORY     - 19940413 GOOD             USPSQD
 GV0997  HISTORY     - 20000115 GOOD             USPSQD
 GV0997  HISTORY     - 20041110 GOOD             USPSQD
 GV0997  HISTORY     - 20060218 GOOD             USPSQD
 GV0997
 GV0997                          STATION DESCRIPTION
 GV0997
 GV0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0997'2.2 MI NW FROM KING AND QUEEN.
 GV0997'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE COUNTY
 GV0997'COURTHOUSE AT KING AND QUEEN, KING AND QUEEN COUNTY, THENCE 0.9
 GV0997'MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 631, AT BUNKER HILL
 GV0997'SCHOOL, AT THE NORTHWEST ENTRANCE TO THE SCHOOL, 33 FEET NORTHEAST
 GV0997'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTERLINE
 GV0997'OF THE ENTRANCE ROAD, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN
 GV0997'WITNESS POST.  A STANDARD DISK, STAMPED E 284 1942 AND SET IN
 GV0997'THE TOP OF A CONCRETE POST.  THE SCHOOL IS NOW ABANDONED AND THE
 GV0997'DRIVEWAY IS VERY DIM.
 GV0997
 GV0997                          STATION RECOVERY (1990)
 GV0997
 GV0997'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0997'MARK NOT FOUND.
 GV0997
 GV0997                          STATION RECOVERY (1994)
 GV0997
 GV0997'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0997'RECOVERED IN GOOD CONDITION.
 GV0997
 GV0997                          STATION RECOVERY (2000)
 GV0997
 GV0997'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0997'RECOVERED IN GOOD CONDITION.
 GV0997
 GV0997                          STATION RECOVERY (2004)
 GV0997
 GV0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0997'MARK IS 41.5 FT NORTHWEST OF ROAD IN FRONT OF HOUSE AT 1012
 GV0997
 GV0997                          STATION RECOVERY (2006)
 GV0997
 GV0997'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0995 ***********************************************************************
 FX0995  DESIGNATION -  E 285
 FX0995  PID         -  FX0995
 FX0995  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0995  USGS QUAD   -  ZUNI (1990)
 FX0995
 FX0995                         *CURRENT SURVEY CONTROL
 FX0995  ___________________________________________________________________
 FX0995* NAD 83(1986)-  36 49 24.     (N)    076 50 16.     (W)     SCALED    
 FX0995* NAVD 88     -        13.666  (meters)      44.84   (feet)  POSTED    
 FX0995  ___________________________________________________________________
 FX0995  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX0995  DYNAMIC HT  -          13.660 (meters)      44.82  (feet)  COMP
 FX0995  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 FX0995
 FX0995  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0995
 FX0995.The horizontal coordinates were scaled from a topographic map and have
 FX0995.an estimated accuracy of +/- 6 seconds.
 FX0995
 FX0995.The orthometric height was determined by differential leveling
 FX0995.and adjusted by the National Geodetic Survey in 1992..
 FX0995.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0995.rate of 2.1 thru 3.0 mm/km.
 FX0995
 FX0995.The geoid height was determined by GEOID03.
 FX0995
 FX0995.The dynamic height is computed by dividing the NAVD 88
 FX0995.geopotential number by the normal gravity value computed on the
 FX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0995.degrees latitude (g = 980.6199 gals.).
 FX0995
 FX0995.The modeled gravity was interpolated from observed gravity values.
 FX0995
 FX0995;                    North         East    Units  Estimated Accuracy
 FX0995;SPC VA S     - 1,055,680.    3,648,290.      MT  (+/- 180 meters Scaled)
 FX0995
 FX0995                          SUPERSEDED SURVEY CONTROL
 FX0995
 FX0995  NGVD 29 (??/??/92)   14.081  (m)           46.20   (f) ADJ UNCH    2 0
 FX0995
 FX0995.Superseded values are not recommended for survey control.
 FX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0995.See file dsdata.txt to determine how the superseded data were derived.
 FX0995
 FX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF360768(NAD 83)
 FX0995_MARKER: DB = BENCH MARK DISK
 FX0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0995_STAMPING: E 285 1942
 FX0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0995+STABILITY: SURFACE MOTION
 FX0995
 FX0995  HISTORY     - Date     Condition        Report By
 FX0995  HISTORY     - 1942     MONUMENTED       CGS
 FX0995  HISTORY     - 1960     GOOD             NGS
 FX0995
 FX0995                          STATION DESCRIPTION
 FX0995
 FX0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0995'3.6 MI SW FROM ZUNI.
 FX0995'3.6 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 614 FROM THE
 FX0995'NORFOLK AND WESTERN RAILWAY STATION AT ZUNI, ISLE OF WIGHT
 FX0995'COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST,
 FX0995'38 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 29 FEET
 FX0995'NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 17 FEET NORTHWEST
 FX0995'OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A NORTHWEST-AND-SOUTHEAST
 FX0995'FENCE, AND 1.6 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 FX0995'A STANDARD DISK, STAMPED E 285 1942 AND SET IN THE TOP OF A
 FX0995'CONCRETE POST.  NOTE-- THIS MARK IS IN THE FRONT YARD OF A TENANT
 FX0995'HOUSE OWNED BY MRS. ELLA UMPHLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1143 ***********************************************************************
 FX1143  DESIGNATION -  E 286
 FX1143  PID         -  FX1143
 FX1143  STATE/COUNTY-  VA/SUSSEX
 FX1143  USGS QUAD   -  MANRY (1969)
 FX1143
 FX1143                         *CURRENT SURVEY CONTROL
 FX1143  ___________________________________________________________________
 FX1143* NAD 83(1986)-  36 53 09.     (N)    077 04 16.     (W)     SCALED    
 FX1143* NAVD 88     -        33.837  (meters)     111.01   (feet)  POSTED    
 FX1143  ___________________________________________________________________
 FX1143  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 FX1143  DYNAMIC HT  -          33.810 (meters)     110.92  (feet)  COMP
 FX1143  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 FX1143
 FX1143  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1143
 FX1143.The horizontal coordinates were scaled from a topographic map and have
 FX1143.an estimated accuracy of +/- 6 seconds.
 FX1143
 FX1143.The orthometric height was determined by differential leveling
 FX1143.and adjusted by the National Geodetic Survey in 1992..
 FX1143.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1143.rate of 1.1 thru 2.0 mm/km.
 FX1143
 FX1143.The geoid height was determined by GEOID03.
 FX1143
 FX1143.The dynamic height is computed by dividing the NAVD 88
 FX1143.geopotential number by the normal gravity value computed on the
 FX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1143.degrees latitude (g = 980.6199 gals.).
 FX1143
 FX1143.The modeled gravity was interpolated from observed gravity values.
 FX1143
 FX1143;                    North         East    Units  Estimated Accuracy
 FX1143;SPC VA S     - 1,062,280.    3,627,370.      MT  (+/- 180 meters Scaled)
 FX1143
 FX1143                          SUPERSEDED SURVEY CONTROL
 FX1143
 FX1143  NGVD 29 (??/??/92)   34.219  (m)          112.27   (f) ADJ UNCH    2 0
 FX1143
 FX1143.Superseded values are not recommended for survey control.
 FX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1143.See file dsdata.txt to determine how the superseded data were derived.
 FX1143
 FX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF154842(NAD 83)
 FX1143_MARKER: DB = BENCH MARK DISK
 FX1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1143_STAMPING: E 286 1942
 FX1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1143+STABILITY: SURFACE MOTION
 FX1143
 FX1143  HISTORY     - Date     Condition        Report By
 FX1143  HISTORY     - 1942     MONUMENTED       CGS
 FX1143  HISTORY     - 1960     GOOD             NGS
 FX1143  HISTORY     - 19971105 POOR             USPSQD
 FX1143  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 FX1143
 FX1143                          STATION DESCRIPTION
 FX1143
 FX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FX1143'0.7 MI S FROM MANRY.
 FX1143'IN SUSSEX COUNTY, 3.2 MILES WEST ALONG SECONDARY STATE HIGHWAY
 FX1143'605 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY 628 0.7 MILE
 FX1143'SOUTH OF MANRY, SOUTHAMPTON COUNTY, NEAR UNION HILL CHURCH, 91
 FX1143'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 30 FEET
 FX1143'NORTH OF THE CENTER LINE OF THE ROAD, 20.4 FEET NORTH OF A
 FX1143'THREE-WAY FENCE CORNER, 1.9 FEET EAST OF A NORTH-AND-SOUTH FENCE,
 FX1143'AND 1.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FX1143'DISK, STAMPED E 286 1942 AND SET IN THE TOP OF A CONCRETE POST.
 FX1143'NOTE-- MARK WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS 1.5
 FX1143'MILES FROM THE JUNCTION OF HIGHWAYS 605 AND 628 INSTEAD OF 3.2
 FX1143'MILES.  IT IS ALSO 0.1 MILE WEST OF THE COUNTY LINE.  THERE IS NO
 FX1143'CHURCH IN THE VICINITY.
 FX1143
 FX1143                          STATION RECOVERY (1960)
 FX1143
 FX1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX1143'RECOVERED IN GOOD CONDITION.
 FX1143
 FX1143                          STATION RECOVERY (1997)
 FX1143
 FX1143'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1143'MARK RECOVERED IN POOR CONDITION.
 FX1143
 FX1143                          STATION RECOVERY (2002)
 FX1143
 FX1143'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 FX1143'MOUMENT FOUND DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0176 ***********************************************************************
 GW0176  DESIGNATION -  E 29
 GW0176  PID         -  GW0176
 GW0176  STATE/COUNTY-  VA/AMELIA
 GW0176  USGS QUAD   -  JETERSVILLE (1968)
 GW0176
 GW0176                         *CURRENT SURVEY CONTROL
 GW0176  ___________________________________________________________________
 GW0176* NAD 83(1986)-  37 18 44.     (N)    078 03 34.     (W)     SCALED    
 GW0176* NAVD 88     -       126.181  (meters)     413.98   (feet)  ADJUSTED  
 GW0176  ___________________________________________________________________
 GW0176  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 GW0176  DYNAMIC HT  -         126.092 (meters)     413.69  (feet)  COMP
 GW0176  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 GW0176
 GW0176  VERT ORDER  -  FIRST     CLASS II
 GW0176
 GW0176.The horizontal coordinates were scaled from a topographic map and have
 GW0176.an estimated accuracy of +/- 6 seconds.
 GW0176
 GW0176.The orthometric height was determined by differential leveling
 GW0176.and adjusted by the National Geodetic Survey in June 1991..
 GW0176
 GW0176.The geoid height was determined by GEOID03.
 GW0176
 GW0176.The dynamic height is computed by dividing the NAVD 88
 GW0176.geopotential number by the normal gravity value computed on the
 GW0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0176.degrees latitude (g = 980.6199 gals.).
 GW0176
 GW0176.The modeled gravity was interpolated from observed gravity values.
 GW0176
 GW0176;                    North         East    Units  Estimated Accuracy
 GW0176;SPC VA S     - 1,108,720.    3,539,050.      MT  (+/- 180 meters Scaled)
 GW0176
 GW0176                          SUPERSEDED SURVEY CONTROL
 GW0176
 GW0176  NGVD 29 (03/05/92)  126.435  (m)          414.81   (f) ADJUSTED    1 2
 GW0176
 GW0176.Superseded values are not recommended for survey control.
 GW0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0176.See file dsdata.txt to determine how the superseded data were derived.
 GW0176
 GW0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB605335(NAD 83)
 GW0176_MARKER: DB = BENCH MARK DISK
 GW0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0176_STAMPING: 414.783 E 29 1932
 GW0176_PROJECTION: PROJECTING 3 CENTIMETERS
 GW0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0176+STABILITY: SURFACE MOTION
 GW0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0176+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW0176
 GW0176  HISTORY     - Date     Condition        Report By
 GW0176  HISTORY     - 1932     MONUMENTED       CGS
 GW0176  HISTORY     - 1965     GOOD             NGS
 GW0176  HISTORY     - 1979     GOOD             NGS
 GW0176  HISTORY     - 19950124 GOOD             USPSQD
 GW0176  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GW0176  HISTORY     - 20041027 GOOD             USPSQD
 GW0176
 GW0176                          STATION DESCRIPTION
 GW0176
 GW0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0176'0.7 MI SW FROM JETERSVILLE.
 GW0176'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 GW0176'AT JETERSVILLE, AMELIA COUNTY, 0.7 MILE SOUTHWEST OF THE FLAG
 GW0176'STOP, MAPLEWOOD, 300 YARDS EAST OF MILEPOST 99, 150 YARDS SOUTHWEST
 GW0176'OF A FARM HOUSE, 400 FEET EAST OF A ROAD CROSSING, 32.7 FEET NORTH
 GW0176'OF THE NORTH RAIL, 28.5 FEET SOUTH OF THE CENTERLINE OF U.S.
 GW0176'HIGHWAY 360, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 GW0176'414.783 E 29 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW0176'10 INCHES ABOVE GROUND.
 GW0176
 GW0176                          STATION RECOVERY (1979)
 GW0176
 GW0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GW0176'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY BUSINESS 360 FROM ITS
 GW0176'JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT HOUSE, THENCE ABOUT
 GW0176'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 360, AND THENCE 1.0 MILE
 GW0176'SOUTHWEST ALONG COUNTY ROAD 697, 147 FEET NORTHEAST OF A DRIVE
 GW0176'LEADING NORTH TO A HOUSE, 33 FEET NORTHWEST OF THE NORTHWEST RAIL
 GW0176'OF THE TRACKS, 28.5 FEET SOUTHEAST OF THE CENTER OF THE ROAD, AND
 GW0176'46 FEET SOUTHEAST OF POWER POLE NUMBER NA 98.
 GW0176'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 GW0176'THE MARK IS 1 FT BELOW THE ROAD.
 GW0176
 GW0176                          STATION RECOVERY (1995)
 GW0176
 GW0176'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW0176'RECOVERED IN GOOD CONDITION.
 GW0176
 GW0176                          STATION RECOVERY (2000)
 GW0176
 GW0176'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW0176'MARK NOT FOUND.
 GW0176
 GW0176                          STATION RECOVERY (2004)
 GW0176
 GW0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW0176'POWER POLE IS NOW E92
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0124 ***********************************************************************
 GV0124  DESIGNATION -  E 291
 GV0124  PID         -  GV0124
 GV0124  STATE/COUNTY-  VA/MIDDLESEX
 GV0124  USGS QUAD   -  WILTON (1992)
 GV0124
 GV0124                         *CURRENT SURVEY CONTROL
 GV0124  ___________________________________________________________________
 GV0124* NAD 83(1986)-  37 33 20.     (N)    076 23 18.     (W)     SCALED    
 GV0124* NAVD 88     -        13.656  (meters)      44.80   (feet)  ADJUSTED  
 GV0124  ___________________________________________________________________
 GV0124  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 GV0124  DYNAMIC HT  -          13.647 (meters)      44.77  (feet)  COMP
 GV0124  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 GV0124
 GV0124  VERT ORDER  -  SECOND    CLASS 0
 GV0124
 GV0124.The horizontal coordinates were scaled from a topographic map and have
 GV0124.an estimated accuracy of +/- 6 seconds.
 GV0124
 GV0124.The orthometric height was determined by differential leveling
 GV0124.and adjusted by the National Geodetic Survey in June 1991..
 GV0124
 GV0124.The geoid height was determined by GEOID03.
 GV0124
 GV0124.The dynamic height is computed by dividing the NAVD 88
 GV0124.geopotential number by the normal gravity value computed on the
 GV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0124.degrees latitude (g = 980.6199 gals.).
 GV0124
 GV0124.The modeled gravity was interpolated from observed gravity values.
 GV0124
 GV0124;                    North         East    Units  Estimated Accuracy
 GV0124;SPC VA S     - 1,137,720.    3,686,560.      MT  (+/- 180 meters Scaled)
 GV0124
 GV0124                          SUPERSEDED SURVEY CONTROL
 GV0124
 GV0124  NGVD 29 (??/??/??)   14.002  (m)           45.94   (f) ADJUSTED    2 0
 GV0124
 GV0124.Superseded values are not recommended for survey control.
 GV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0124.See file dsdata.txt to determine how the superseded data were derived.
 GV0124
 GV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG773574(NAD 83)
 GV0124_MARKER: DB = BENCH MARK DISK
 GV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0124_STAMPING: E 291 1942
 GV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0124+STABILITY: SURFACE MOTION
 GV0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0124+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0124
 GV0124  HISTORY     - Date     Condition        Report By
 GV0124  HISTORY     - 1942     MONUMENTED       CGS
 GV0124  HISTORY     - 1961     GOOD             CGS
 GV0124  HISTORY     - 1990     GOOD             USPSQD
 GV0124  HISTORY     - 19980301 GOOD             USPSQD
 GV0124  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0124  HISTORY     - 20060117 GOOD             USPSQD
 GV0124
 GV0124                          STATION DESCRIPTION
 GV0124
 GV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0124'0.8 MI W FROM HARDYVILLE.
 GV0124'ORIGINAL DESCRIPTION-- 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 33
 GV0124'FROM THE POST OFFICE AT WILTON, 0.75 MILE WEST OF THE POST OFFICE
 GV0124'AT HARDYVILLE, 193 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GV0124'C.M. SELBY ONE-AND-HALF-STORY FRAME FARMHOUSE, AT THE SOUTHWEST
 GV0124'CORNER OF THE FRONT YARD, 20 FEET NORTH OF THE CENTERLINE OF THE
 GV0124'HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO
 GV0124'THE HOUSE, 4 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET ABOVE THE
 GV0124'LEVEL OF THE HIGHWAY.
 GV0124
 GV0124                          STATION RECOVERY (1990)
 GV0124
 GV0124'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 GV0124'RECOVERED IN GOOD CONDITION.
 GV0124
 GV0124                          STATION RECOVERY (1998)
 GV0124
 GV0124'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0124'RECOVERED IN GOOD CONDITION.
 GV0124
 GV0124                          STATION RECOVERY (2003)
 GV0124
 GV0124'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV0124'MARK NOT FOUND.
 GV0124
 GV0124                          STATION RECOVERY (2006)
 GV0124
 GV0124'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1468 ***********************************************************************
 GV1468  DESIGNATION -  E 292
 GV1468  PID         -  GV1468
 GV1468  STATE/COUNTY-  VA/KING WILLIAM
 GV1468  USGS QUAD   -  KING WILLIAM (1984)
 GV1468
 GV1468                         *CURRENT SURVEY CONTROL
 GV1468  ___________________________________________________________________
 GV1468* NAD 83(1986)-  37 39 56.     (N)    077 03 50.     (W)     SCALED    
 GV1468* NAVD 88     -        34.924  (meters)     114.58   (feet)  ADJUSTED  
 GV1468  ___________________________________________________________________
 GV1468  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1468  DYNAMIC HT  -          34.900 (meters)     114.50  (feet)  COMP
 GV1468  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 GV1468
 GV1468  VERT ORDER  -  THIRD
 GV1468
 GV1468.The horizontal coordinates were scaled from a topographic map and have
 GV1468.an estimated accuracy of +/- 6 seconds.
 GV1468
 GV1468.The orthometric height was determined by differential leveling
 GV1468.and adjusted by the National Geodetic Survey in June 1991..
 GV1468
 GV1468.The geoid height was determined by GEOID03.
 GV1468
 GV1468.The dynamic height is computed by dividing the NAVD 88
 GV1468.geopotential number by the normal gravity value computed on the
 GV1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1468.degrees latitude (g = 980.6199 gals.).
 GV1468
 GV1468.The modeled gravity was interpolated from observed gravity values.
 GV1468
 GV1468;                    North         East    Units  Estimated Accuracy
 GV1468;SPC VA S     - 1,148,810.    3,626,700.      MT  (+/- 180 meters Scaled)
 GV1468
 GV1468                          SUPERSEDED SURVEY CONTROL
 GV1468
 GV1468  NGVD 29 (??/??/??)   35.270  (m)          115.72   (f) ADJUSTED    3 0
 GV1468
 GV1468.Superseded values are not recommended for survey control.
 GV1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1468.See file dsdata.txt to determine how the superseded data were derived.
 GV1468
 GV1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG179707(NAD 83)
 GV1468_MARKER: DB = BENCH MARK DISK
 GV1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1468_STAMPING: E-292 1945
 GV1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1468+STABILITY: SURFACE MOTION
 GV1468
 GV1468  HISTORY     - Date     Condition        Report By
 GV1468  HISTORY     - 1945     MONUMENTED       CGS
 GV1468  HISTORY     - 1961     GOOD             CGS
 GV1468  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV1468  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV1468
 GV1468                          STATION DESCRIPTION
 GV1468
 GV1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GV1468'4.2 MI SW FROM KING WILLIAM.
 GV1468'4.2 MILES SOUTHWEST TO REACH MARK FROM KING WILLIAM COURTHOUSE,
 GV1468'GO WEST ON STATE HIGHWAY 30 FOR 1.2 MILES TO INTERSECTION OF
 GV1468'ROAD 629 AND HIGHWAY 30.  TURN LEFT IN A SOUTHERLY DIRECTION
 GV1468'FOR 3.0 MILES TO BENCH MARK.  MARK SET IN THE EDGE OF THE WOODS,
 GV1468'16 FEET WEST OF STATE ROAD 629 OPPOSITE POWER POLE 96 AND 1
 GV1468'FOOT ABOVE THE CENTERLINE OF THE ROAD.  MARK PROJECTS ONE INCH
 GV1468'ABOVE THE GROUND AND IS TWO FEET EAST OF A REFERENCE POST
 GV1468'PAINTED WHITE.
 GV1468
 GV1468                          STATION RECOVERY (1961)
 GV1468
 GV1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1468'RECOVERED IN GOOD CONDITION.
 GV1468
 GV1468                          STATION RECOVERY (1999)
 GV1468
 GV1468'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1468'MARK NOT FOUND.
 GV1468
 GV1468                          STATION RECOVERY (2003)
 GV1468
 GV1468'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1469 ***********************************************************************
 GV1469  DESIGNATION -  E 292 RESET 1965
 GV1469  PID         -  GV1469
 GV1469  STATE/COUNTY-  VA/KING WILLIAM
 GV1469  USGS QUAD   -  KING WILLIAM (1984)
 GV1469
 GV1469                         *CURRENT SURVEY CONTROL
 GV1469  ___________________________________________________________________
 GV1469* NAD 83(1986)-  37 39 56.     (N)    077 03 50.     (W)     SCALED    
 GV1469* NAVD 88     -        34.65   (meters)     113.7    (feet)  RESET     
 GV1469  ___________________________________________________________________
 GV1469  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GV1469
 GV1469  VERT ORDER  -  THIRD
 GV1469
 GV1469.The horizontal coordinates were scaled from a topographic map and have
 GV1469.an estimated accuracy of +/- 6 seconds.
 GV1469
 GV1469.The orthometric height was computed from unverified reset data.
 GV1469.No vertical observational check was made to the station.
 GV1469
 GV1469.The geoid height was determined by GEOID03.
 GV1469
 GV1469;                    North         East    Units  Estimated Accuracy
 GV1469;SPC VA S     - 1,148,810.    3,626,700.      MT  (+/- 180 meters Scaled)
 GV1469
 GV1469                          SUPERSEDED SURVEY CONTROL
 GV1469
 GV1469  NGVD 29 (??/??/??)   34.99   (m)          114.8    (f) RESET       3  
 GV1469
 GV1469.Superseded values are not recommended for survey control.
 GV1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1469.See file dsdata.txt to determine how the superseded data were derived.
 GV1469
 GV1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG179707(NAD 83)
 GV1469_MARKER: DB = BENCH MARK DISK
 GV1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1469_STAMPING: E 292 RESET 1965
 GV1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1469+STABILITY: SURFACE MOTION
 GV1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1469+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV1469
 GV1469  HISTORY     - Date     Condition        Report By
 GV1469  HISTORY     - 1965     MONUMENTED       VADH
 GV1469  HISTORY     - 19990331 GOOD             USPSQD
 GV1469  HISTORY     - 20031124 GOOD             USPSQD
 GV1469  HISTORY     - 20060309 GOOD             USPSQD
 GV1469
 GV1469                          STATION DESCRIPTION
 GV1469
 GV1469'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1965
 GV1469'4.2 MI SW FROM KING WILLIAM.
 GV1469'ABOUT 1.15 MILES NORTH WEST ALONG STATE HIGHWAY 30 FROM THE
 GV1469'JUNCTION OF SECONDARY STATE HIGHWAY 619 AT KING WILLIAM, KING
 GV1469'WILLIAM COUNTY, THENCE 3.0 MILES SOUTHWEST ALONG SECONDARY STATE
 GV1469'HIGHWAY 629, 1.2 MILES SOUTHWEST OF THE Y-JUNCTION OF SECONDARY
 GV1469'STATE HIGHWAY 618 LEADING WEST, 0.6 MILES NORTHEAST OF THE JUNCTION
 GV1469'OF SECONDARY STATE HIGHWAY 632 LEADING SOUTHEAST, 16 FEET WEST
 GV1469'OF THE HIGHWAY, AT THE EDGE OF A WOODS, OPPOSITE POWER POLE 96,
 GV1469'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT ABOVE
 GV1469'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 GV1469'PROJECTING 2 INCH ABOVE THE GROUND.  NEW MARK IS 18 FEET WEST
 GV1469'OF ORIGINAL BENCH MARK, AT HIGHWAY STATION 185+65, AND SET
 GV1469'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 GV1469
 GV1469                          STATION RECOVERY (1999)
 GV1469
 GV1469'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1469'RECOVERED IN GOOD CONDITION.
 GV1469
 GV1469                          STATION RECOVERY (2003)
 GV1469
 GV1469'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1469'RECOVERED IN GOOD CONDITION.
 GV1469
 GV1469                          STATION RECOVERY (2006)
 GV1469
 GV1469'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1545 ***********************************************************************
 GV1545  DESIGNATION -  E 293
 GV1545  PID         -  GV1545
 GV1545  STATE/COUNTY-  VA/KING WILLIAM
 GV1545  USGS QUAD   -  MANQUIN (1987)
 GV1545
 GV1545                         *CURRENT SURVEY CONTROL
 GV1545  ___________________________________________________________________
 GV1545* NAD 83(1986)-  37 43 58.     (N)    077 10 22.     (W)     SCALED    
 GV1545* NAVD 88     -        54.074  (meters)     177.41   (feet)  ADJUSTED  
 GV1545  ___________________________________________________________________
 GV1545  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GV1545  DYNAMIC HT  -          54.038 (meters)     177.29  (feet)  COMP
 GV1545  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 GV1545
 GV1545  VERT ORDER  -  THIRD
 GV1545
 GV1545.The horizontal coordinates were scaled from a topographic map and have
 GV1545.an estimated accuracy of +/- 6 seconds.
 GV1545
 GV1545.The orthometric height was determined by differential leveling
 GV1545.and adjusted by the National Geodetic Survey in June 1991..
 GV1545
 GV1545.The geoid height was determined by GEOID03.
 GV1545
 GV1545.The dynamic height is computed by dividing the NAVD 88
 GV1545.geopotential number by the normal gravity value computed on the
 GV1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1545.degrees latitude (g = 980.6199 gals.).
 GV1545
 GV1545.The modeled gravity was interpolated from observed gravity values.
 GV1545
 GV1545;                    North         East    Units  Estimated Accuracy
 GV1545;SPC VA S     - 1,156,130.    3,616,990.      MT  (+/- 180 meters Scaled)
 GV1545
 GV1545                          SUPERSEDED SURVEY CONTROL
 GV1545
 GV1545  NGVD 29 (??/??/??)   54.398  (m)          178.47   (f) ADJUSTED    3 0
 GV1545
 GV1545.Superseded values are not recommended for survey control.
 GV1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1545.See file dsdata.txt to determine how the superseded data were derived.
 GV1545
 GV1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG085783(NAD 83)
 GV1545_MARKER: DB = BENCH MARK DISK
 GV1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1545_STAMPING: E 293 1945
 GV1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1545+STABILITY: SURFACE MOTION
 GV1545
 GV1545  HISTORY     - Date     Condition        Report By
 GV1545  HISTORY     - 1945     MONUMENTED       CGS
 GV1545  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV1545  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1545  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1545
 GV1545                          STATION DESCRIPTION
 GV1545
 GV1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1545'2.2 MI N FROM MANQUIN.
 GV1545'2.2 MILES NORTH ALONG SECONDARY STATE HIGHWAY 605 FROM THE
 GV1545'INTERSECTION OF U.S. HIGHWAY 360 AND THE POST OFFICE AT
 GV1545'MANQUIN, KING WILLIAM COUNTY, AT THE WEST EDGE OF A WOODS
 GV1545'RUNNING NORTH-AND-SOUTH ALONG THE EAST EDGE OF THE HIGHWAY,
 GV1545'AT AN ABANDONED RAILROAD CUT, 35 FEET EAST OF THE CENTER LINE
 GV1545'OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF THE CUT, 20
 GV1545'FEET SOUTHEAST OF A 7-INCH LIGHT CO. POLE, AND 2 FEET FROM A
 GV1545'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 293 1945
 GV1545'AND SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING 2
 GV1545'INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY DEPARTMENT HAS A LARGE
 GV1545'GRAVEL STOCKPILE IN THE AREA AND IT IS POSSIBLE THAT THE MAY
 GV1545'BE UNDER THE GRAVEL.
 GV1545
 GV1545                          STATION RECOVERY (1999)
 GV1545
 GV1545'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1545'MARK NOT FOUND.
 GV1545
 GV1545                          STATION RECOVERY (2003)
 GV1545
 GV1545'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1366 ***********************************************************************
 GV1366  DESIGNATION -  E 294
 GV1366  PID         -  GV1366
 GV1366  STATE/COUNTY-  VA/KING WILLIAM
 GV1366  USGS QUAD   -  BEULAHVILLE (1985)
 GV1366
 GV1366                         *CURRENT SURVEY CONTROL
 GV1366  ___________________________________________________________________
 GV1366* NAD 83(1986)-  37 50 10.     (N)    077 07 33.     (W)     SCALED    
 GV1366* NAVD 88     -         5.317  (meters)      17.44   (feet)  ADJUSTED  
 GV1366  ___________________________________________________________________
 GV1366  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GV1366  DYNAMIC HT  -           5.313 (meters)      17.43  (feet)  COMP
 GV1366  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 GV1366
 GV1366  VERT ORDER  -  THIRD
 GV1366
 GV1366.The horizontal coordinates were scaled from a topographic map and have
 GV1366.an estimated accuracy of +/- 6 seconds.
 GV1366
 GV1366.The orthometric height was determined by differential leveling
 GV1366.and adjusted by the National Geodetic Survey in June 1991..
 GV1366
 GV1366.The geoid height was determined by GEOID03.
 GV1366
 GV1366.The dynamic height is computed by dividing the NAVD 88
 GV1366.geopotential number by the normal gravity value computed on the
 GV1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1366.degrees latitude (g = 980.6199 gals.).
 GV1366
 GV1366.The modeled gravity was interpolated from observed gravity values.
 GV1366
 GV1366;                    North         East    Units  Estimated Accuracy
 GV1366;SPC VA S     - 1,167,660.    3,620,960.      MT  (+/- 180 meters Scaled)
 GV1366
 GV1366                          SUPERSEDED SURVEY CONTROL
 GV1366
 GV1366  NGVD 29 (??/??/??)    5.609  (m)           18.40   (f) ADJUSTED    3 0
 GV1366
 GV1366.Superseded values are not recommended for survey control.
 GV1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1366.See file dsdata.txt to determine how the superseded data were derived.
 GV1366
 GV1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG129897(NAD 83)
 GV1366_MARKER: DB = BENCH MARK DISK
 GV1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1366_STAMPING: E 294 1945
 GV1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1366+STABILITY: SURFACE MOTION
 GV1366
 GV1366  HISTORY     - Date     Condition        Report By
 GV1366  HISTORY     - 1945     MONUMENTED       CGS
 GV1366  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1366  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1366
 GV1366                          STATION DESCRIPTION
 GV1366
 GV1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GV1366'4.8 MI NW FROM AYLETT.
 GV1366'4.8 MILES NORTHWEST OF AYLETT, KING WILLIAM COUNTY.  THIS BENCH
 GV1366'MARK MAY BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 360
 GV1366'BY GOING 3.4 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 600,
 GV1366'THENCE NORTH ALONG A LANE PAST A TWO-STORY HOUSE (0.2 MILE EAST
 GV1366'OF THE HOUSE THE ROAD PASSES ALONG THE NORTH EDGE OF A STAVE
 GV1366'MILL), THENCE EAST ALONG THE ROAD OVER A SHALLOW DRAIN THROUGH
 GV1366'A NARROW FIELD TO A LARGE FIELD, THENCE 0.2 MILE ALONG THE ROAD
 GV1366'PARALLELING THE SOUTH EDGE OF THE FIELD, AND THENCE 0.2 MILE
 GV1366'NORTH ALONG THE EAST EDGE OF THE FIELD PAST A CUT-OVER WOOD
 GV1366'AREA ON THE EAST.  IT IS IN THE NORTHEAST CORNER OF THE FIELD,
 GV1366'100 FEET SOUTH OF A BRIDGE OVER A SHALLOW DRAIN, 20 FEET EAST
 GV1366'OF A WOODS ROAD LEADING NORTH, AND 2 FEET NORTH OF A WHITE
 GV1366'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 294 1945 AND
 GV1366'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 GV1366'GROUND.
 GV1366
 GV1366                          STATION RECOVERY (1999)
 GV1366
 GV1366'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1366'MARK NOT FOUND.
 GV1366
 GV1366                          STATION RECOVERY (2003)
 GV1366
 GV1366'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0806 ***********************************************************************
 GV0806  DESIGNATION -  E 295
 GV0806  PID         -  GV0806
 GV0806  STATE/COUNTY-  VA/CHARLES CITY
 GV0806  USGS QUAD   -  BRANDON (1980)
 GV0806
 GV0806                         *CURRENT SURVEY CONTROL
 GV0806  ___________________________________________________________________
 GV0806* NAD 83(1986)-  37 20 07.     (N)    076 55 19.     (W)     SCALED    
 GV0806* NAVD 88     -        10.691  (meters)      35.08   (feet)  ADJUSTED  
 GV0806  ___________________________________________________________________
 GV0806  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV0806  DYNAMIC HT  -          10.684 (meters)      35.05  (feet)  COMP
 GV0806  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 GV0806
 GV0806  VERT ORDER  -  THIRD
 GV0806
 GV0806.The horizontal coordinates were scaled from a topographic map and have
 GV0806.an estimated accuracy of +/- 6 seconds.
 GV0806
 GV0806.The orthometric height was determined by differential leveling
 GV0806.and adjusted by the National Geodetic Survey in June 1991..
 GV0806
 GV0806.The geoid height was determined by GEOID03.
 GV0806
 GV0806.The dynamic height is computed by dividing the NAVD 88
 GV0806.geopotential number by the normal gravity value computed on the
 GV0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0806.degrees latitude (g = 980.6199 gals.).
 GV0806
 GV0806.The modeled gravity was interpolated from observed gravity values.
 GV0806
 GV0806;                    North         East    Units  Estimated Accuracy
 GV0806;SPC VA S     - 1,112,360.    3,639,830.      MT  (+/- 180 meters Scaled)
 GV0806
 GV0806                          SUPERSEDED SURVEY CONTROL
 GV0806
 GV0806  NGVD 29 (??/??/??)   11.014  (m)           36.14   (f) ADJUSTED    3 0
 GV0806
 GV0806.Superseded values are not recommended for survey control.
 GV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0806.See file dsdata.txt to determine how the superseded data were derived.
 GV0806
 GV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG297337(NAD 83)
 GV0806_MARKER: DB = BENCH MARK DISK
 GV0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0806_STAMPING: E 295 1945
 GV0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0806+STABILITY: SURFACE MOTION
 GV0806
 GV0806  HISTORY     - Date     Condition        Report By
 GV0806  HISTORY     - 1945     MONUMENTED       CGS
 GV0806  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0806  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV0806  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV0806  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0806
 GV0806                          STATION DESCRIPTION
 GV0806
 GV0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0806'2.6 MI SE FROM HOLDCROFT.
 GV0806'ORIGINAL DESCRIPTION-- 2.6 MILES SOUTHEAST ALONG SECONDARY STATE
 GV0806'HIGHWAY 615 FROM THE JUNCTION OF SECONDARY STATE HIGHWAY 624 AT
 GV0806'HOLDCROFT, CHARLES CITY COUNTY, AT THE JUNCTION OF A PRIVATE DRIVE
 GV0806'LEADING NORTH, IN THE TRIANGLE FORMED BY THE DRIVE SPLITTING AT
 GV0806'THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 GV0806'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV0806'STAMPED E 295 1945 AND SET IN THE TOP OF A CONCRETE POST.
 GV0806
 GV0806                          STATION RECOVERY (1996)
 GV0806
 GV0806'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0806'MARK NOT FOUND.
 GV0806
 GV0806                          STATION RECOVERY (2000)
 GV0806
 GV0806'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0806'MARK NOT FOUND.
 GV0806
 GV0806                          STATION RECOVERY (2001)
 GV0806
 GV0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0823 ***********************************************************************
 GV0823  DESIGNATION -  E 296
 GV0823  PID         -  GV0823
 GV0823  STATE/COUNTY-  VA/GLOUCESTER
 GV0823  USGS QUAD   -  GLOUCESTER (1986)
 GV0823
 GV0823                         *CURRENT SURVEY CONTROL
 GV0823  ___________________________________________________________________
 GV0823* NAD 83(1986)-  37 28 36.     (N)    076 33 43.     (W)     SCALED    
 GV0823* NAVD 88     -        25.323  (meters)      83.08   (feet)  ADJUSTED  
 GV0823  ___________________________________________________________________
 GV0823  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 GV0823  DYNAMIC HT  -          25.306 (meters)      83.02  (feet)  COMP
 GV0823  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 GV0823
 GV0823  VERT ORDER  -  THIRD
 GV0823
 GV0823.The horizontal coordinates were scaled from a topographic map and have
 GV0823.an estimated accuracy of +/- 6 seconds.
 GV0823
 GV0823.The orthometric height was determined by differential leveling
 GV0823.and adjusted by the National Geodetic Survey in June 1991..
 GV0823
 GV0823.The geoid height was determined by GEOID03.
 GV0823
 GV0823.The dynamic height is computed by dividing the NAVD 88
 GV0823.geopotential number by the normal gravity value computed on the
 GV0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0823.degrees latitude (g = 980.6199 gals.).
 GV0823
 GV0823.The modeled gravity was interpolated from observed gravity values.
 GV0823
 GV0823;                    North         East    Units  Estimated Accuracy
 GV0823;SPC VA S     - 1,128,640.    3,671,410.      MT  (+/- 180 meters Scaled)
 GV0823
 GV0823                          SUPERSEDED SURVEY CONTROL
 GV0823
 GV0823  NGVD 29 (??/??/??)   25.700  (m)           84.32   (f) ADJUSTED    3 0
 GV0823
 GV0823.Superseded values are not recommended for survey control.
 GV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0823.See file dsdata.txt to determine how the superseded data were derived.
 GV0823
 GV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG618488(NAD 83)
 GV0823_MARKER: DB = BENCH MARK DISK
 GV0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0823_STAMPING: E 296 1945
 GV0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0823+STABILITY: SURFACE MOTION
 GV0823
 GV0823  HISTORY     - Date     Condition        Report By
 GV0823  HISTORY     - 1945     MONUMENTED       CGS
 GV0823  HISTORY     - 1961     GOOD             CGS
 GV0823  HISTORY     - 19970225 MARK NOT FOUND   USPSQD
 GV0823  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0823
 GV0823                          STATION DESCRIPTION
 GV0823
 GV0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0823'2.9 MI NE FROM ARK.
 GV0823'2.9 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 606 FROM THE
 GV0823'POST OFFICE AT ARK, 4.6 MILES SOUTHWEST OF THE INTERSECTION OF
 GV0823'STATE HIGHWAY 198 AT HARCUM, 0.4 MILE NORTH OF BEAVERDAM SWAMP,
 GV0823'AT THE MRS. T.G. BRIDGES PROPERTY, 100 FEET NORTH OF A TWO-STORY
 GV0823'FRAME HOUSE, 25 FEET EAST OF THE ROAD, AND 2 FEET SOUTH OF A
 GV0823'WOODEN FENCE.
 GV0823
 GV0823                          STATION RECOVERY (1997)
 GV0823
 GV0823'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0823'MARK NOT FOUND.
 GV0823
 GV0823                          STATION RECOVERY (2002)
 GV0823
 GV0823'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0831 ***********************************************************************
 GV0831  DESIGNATION -  E 297
 GV0831  PID         -  GV0831
 GV0831  STATE/COUNTY-  VA/KING AND QUEEN
 GV0831  USGS QUAD   -  GRESSITT (1986)
 GV0831
 GV0831                         *CURRENT SURVEY CONTROL
 GV0831  ___________________________________________________________________
 GV0831* NAD 83(1986)-  37 28 50.     (N)    076 41 39.     (W)     SCALED    
 GV0831* NAVD 88     -        16.560  (meters)      54.33   (feet)  ADJUSTED  
 GV0831  ___________________________________________________________________
 GV0831  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 GV0831  DYNAMIC HT  -          16.549 (meters)      54.29  (feet)  COMP
 GV0831  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV0831
 GV0831  VERT ORDER  -  THIRD
 GV0831
 GV0831.The horizontal coordinates were scaled from a topographic map and have
 GV0831.an estimated accuracy of +/- 6 seconds.
 GV0831
 GV0831.The orthometric height was determined by differential leveling
 GV0831.and adjusted by the National Geodetic Survey in June 1991..
 GV0831
 GV0831.The geoid height was determined by GEOID03.
 GV0831
 GV0831.The dynamic height is computed by dividing the NAVD 88
 GV0831.geopotential number by the normal gravity value computed on the
 GV0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0831.degrees latitude (g = 980.6199 gals.).
 GV0831
 GV0831.The modeled gravity was interpolated from observed gravity values.
 GV0831
 GV0831;                    North         East    Units  Estimated Accuracy
 GV0831;SPC VA S     - 1,128,840.    3,659,710.      MT  (+/- 180 meters Scaled)
 GV0831
 GV0831                          SUPERSEDED SURVEY CONTROL
 GV0831
 GV0831  NGVD 29 (??/??/??)   16.946  (m)           55.60   (f) ADJUSTED    3 0
 GV0831
 GV0831.Superseded values are not recommended for survey control.
 GV0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0831.See file dsdata.txt to determine how the superseded data were derived.
 GV0831
 GV0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG502495(NAD 83)
 GV0831_MARKER: DB = BENCH MARK DISK
 GV0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0831_STAMPING: E 297 1945
 GV0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0831+STABILITY: SURFACE MOTION
 GV0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0831+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0831
 GV0831  HISTORY     - Date     Condition        Report By
 GV0831  HISTORY     - 1945     MONUMENTED       CGS
 GV0831  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0831  HISTORY     - 19941213 GOOD             USPSQD
 GV0831  HISTORY     - 20000219 POOR             USPSQD
 GV0831  HISTORY     - 20041116 POOR             USPSQD
 GV0831  HISTORY     - 20060307 GOOD             USPSQD
 GV0831
 GV0831                          STATION DESCRIPTION
 GV0831
 GV0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0831'1.7 MI SW FROM PLAIN VIEW.
 GV0831'ORIGINAL DESCRIPTION-- 1.7 MILES SOUTHWEST ALONG SECONDARY STATE
 GV0831'HIGHWAY 605 FROM THE POST OFFICE AT PLAIN VIEW, 19 FEET NORTH OF
 GV0831'THE JUNCTION OF SECONDARY STATE HIGHWAY 645, 13 FEET WEST OF A
 GV0831'DRIVEWAY TO A HOUSE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 GV0831'POST.  A STANDARD DISK, STAMPED E 297 1945 AND SET IN THE TOP
 GV0831'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GV0831
 GV0831                          STATION RECOVERY (1994)
 GV0831
 GV0831'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0831'RECOVERED IN GOOD CONDITION.
 GV0831
 GV0831                          STATION RECOVERY (2000)
 GV0831
 GV0831'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0831'MARK RECOVERED IN POOR CONDITION.
 GV0831
 GV0831                          STATION RECOVERY (2004)
 GV0831
 GV0831'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0831'MPUMENT LEANING WAS HIT BY FARM EQUIPMENT
 GV0831
 GV0831                          STATION RECOVERY (2006)
 GV0831
 GV0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0613 ***********************************************************************
 GV0613  DESIGNATION -  E 298
 GV0613  PID         -  GV0613
 GV0613  STATE/COUNTY-  VA/YORK
 GV0613  USGS QUAD   -  YORKTOWN (1994)
 GV0613
 GV0613                         *CURRENT SURVEY CONTROL
 GV0613  ___________________________________________________________________
 GV0613* NAD 83(1986)-  37 14 22.     (N)    076 30 42.     (W)     SCALED    
 GV0613* NAVD 88     -         1.187  (meters)       3.89   (feet)  ADJUSTED  
 GV0613  ___________________________________________________________________
 GV0613  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0613  DYNAMIC HT  -           1.186 (meters)       3.89  (feet)  COMP
 GV0613  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 GV0613
 GV0613  VERT ORDER  -  FIRST     CLASS I
 GV0613
 GV0613.The horizontal coordinates were scaled from a topographic map and have
 GV0613.an estimated accuracy of +/- 6 seconds.
 GV0613
 GV0613.The orthometric height was determined by differential leveling
 GV0613.and adjusted by the National Geodetic Survey in June 1991..
 GV0613
 GV0613.The geoid height was determined by GEOID03.
 GV0613
 GV0613.The dynamic height is computed by dividing the NAVD 88
 GV0613.geopotential number by the normal gravity value computed on the
 GV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0613.degrees latitude (g = 980.6199 gals.).
 GV0613
 GV0613.The modeled gravity was interpolated from observed gravity values.
 GV0613
 GV0613;                    North         East    Units  Estimated Accuracy
 GV0613;SPC VA S     - 1,102,410.    3,676,410.      MT  (+/- 180 meters Scaled)
 GV0613
 GV0613                          SUPERSEDED SURVEY CONTROL
 GV0613
 GV0613  NGVD 29 (??/??/??)    1.427  (m)            4.68   (f) ADJUSTED    1 1
 GV0613
 GV0613.Superseded values are not recommended for survey control.
 GV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0613.See file dsdata.txt to determine how the superseded data were derived.
 GV0613
 GV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG659225(NAD 83)
 GV0613_MARKER: DB = BENCH MARK DISK
 GV0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0613_SP_SET: CULVERT
 GV0613_STAMPING: E 298 1949
 GV0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0613
 GV0613  HISTORY     - Date     Condition        Report By
 GV0613  HISTORY     - 1949     MONUMENTED       CGS
 GV0613  HISTORY     - 1971     GOOD             NGS
 GV0613  HISTORY     - 1974     GOOD             LOCSUR
 GV0613
 GV0613                          STATION DESCRIPTION
 GV0613
 GV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0613'AT YORKTOWN.
 GV0613'AT YORKTOWN, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 238 FROM THE
 GV0613'POST OFFICE, ABOUT 0.15 MILE WEST OF COLEMAN MEMORIAL BRIDGE
 GV0613'(U.S. HIGHWAY 17 BRIDGE OVER YORK RIVER), 0.05 MILE EAST OF THE
 GV0613'JUNCTION OF COUNTY ROAD 1001 LEADING SOUTH AND SOUTHEAST
 GV0613'(UPHILL) TO THE JUNCTION WITH U.S. HIGHWAY 17, 16 FEET SOUTH
 GV0613'OF THE CENTER LINE OF STATE HIGHWAY 238, SET IN TOP OF THE WEST
 GV0613'END OF THE SOUTH CONCRETE HEADWALL FOR A PIPE CULVERT, 84 FEET
 GV0613'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER
 GV0613'OF THE METAL OFFICE BUILDING FOR ESSO OIL COMPANY BULK PLANT,
 GV0613'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 GV0613'HEADWALL IS SHOWING SIGNS OF DETERIORATING.
 GV0613
 GV0613                          STATION RECOVERY (1974)
 GV0613
 GV0613'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0173 ***********************************************************************
 FW0173  DESIGNATION -  E 299
 FW0173  PID         -  FW0173
 FW0173  STATE/COUNTY-  VA/ACCOMACK
 FW0173  USGS QUAD   -  
 FW0173
 FW0173                         *CURRENT SURVEY CONTROL
 FW0173  ___________________________________________________________________
 FW0173* NAD 83(1986)-  37 52 00.     (N)    075 21 37.     (W)     SCALED    
 FW0173* NAVD 88     -         0.565  (meters)       1.85   (feet)  POSTED    
 FW0173  ___________________________________________________________________
 FW0173  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FW0173  DYNAMIC HT  -           0.560 (meters)       1.84  (feet)  COMP
 FW0173  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 FW0173
 FW0173  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FW0173
 FW0173.The horizontal coordinates were scaled from a topographic map and have
 FW0173.an estimated accuracy of +/- 6 seconds.
 FW0173
 FW0173.The orthometric height was determined by differential leveling
 FW0173.and adjusted by the National Geodetic Survey in 1992..
 FW0173.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FW0173.rate of 1.1 thru 2.0 mm/km.
 FW0173
 FW0173.The geoid height was determined by GEOID03.
 FW0173
 FW0173.The dynamic height is computed by dividing the NAVD 88
 FW0173.geopotential number by the normal gravity value computed on the
 FW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0173.degrees latitude (g = 980.6199 gals.).
 FW0173
 FW0173.The modeled gravity was interpolated from observed gravity values.
 FW0173
 FW0173;                    North         East    Units  Estimated Accuracy
 FW0173;SPC VA S     - 1,174,760.    3,776,210.      MT  (+/- 180 meters Scaled)
 FW0173
 FW0173                          SUPERSEDED SURVEY CONTROL
 FW0173
 FW0173  NGVD 29 (??/??/??)    0.811  (m)            2.66   (f) ADJUSTED    1 2
 FW0173
 FW0173.Superseded values are not recommended for survey control.
 FW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0173.See file dsdata.txt to determine how the superseded data were derived.
 FW0173
 FW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG683910(NAD 83)
 FW0173_MARKER: DB = BENCH MARK DISK
 FW0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0173_STAMPING: E 229 1949
 FW0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0173+STABILITY: SURFACE MOTION
 FW0173
 FW0173  HISTORY     - Date     Condition        Report By
 FW0173  HISTORY     - 1949     MONUMENTED       CGS
 FW0173  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FW0173
 FW0173                          STATION DESCRIPTION
 FW0173
 FW0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0173'0.5 MI E FROM ASSATEAGUE ISLAND.
 FW0173'0.5 MILE EAST OF THE U.S. COAST GUARD STATION AT SOUTH END OF
 FW0173'ASSATEAGUE ISLAND, 600 FEET SOUTHEAST OF THE RUINS OF A OLD
 FW0173'FERTILIZER PLANT, 2 FEET SOUTH OF A TELEPHONE POLE WITH A SMALL
 FW0173'BOX, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 FW0173'NOTE-- MARK POSSIBLY COVERED BY SHIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0007 ***********************************************************************
 FY0007  DESIGNATION -  E 30
 FY0007  PID         -  FY0007
 FY0007  STATE/COUNTY-  VA/MECKLENBURG
 FY0007  USGS QUAD   -  CHASE CITY (1981)
 FY0007
 FY0007                         *CURRENT SURVEY CONTROL
 FY0007  ___________________________________________________________________
 FY0007* NAD 83(1986)-  36 48 04.     (N)    078 27 42.     (W)     SCALED    
 FY0007* NAVD 88     -       166.147  (meters)     545.10   (feet)  ADJUSTED  
 FY0007  ___________________________________________________________________
 FY0007  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FY0007  DYNAMIC HT  -         166.025 (meters)     544.70  (feet)  COMP
 FY0007  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 FY0007
 FY0007  VERT ORDER  -  FIRST     CLASS II
 FY0007
 FY0007.The horizontal coordinates were scaled from a topographic map and have
 FY0007.an estimated accuracy of +/- 6 seconds.
 FY0007
 FY0007.The orthometric height was determined by differential leveling
 FY0007.and adjusted by the National Geodetic Survey in June 1991..
 FY0007
 FY0007.The geoid height was determined by GEOID03.
 FY0007
 FY0007.The dynamic height is computed by dividing the NAVD 88
 FY0007.geopotential number by the normal gravity value computed on the
 FY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0007.degrees latitude (g = 980.6199 gals.).
 FY0007
 FY0007.The modeled gravity was interpolated from observed gravity values.
 FY0007
 FY0007;                    North         East    Units  Estimated Accuracy
 FY0007;SPC VA S     - 1,051,910.    3,503,420.      MT  (+/- 180 meters Scaled)
 FY0007
 FY0007                          SUPERSEDED SURVEY CONTROL
 FY0007
 FY0007  NGVD 29 (03/05/92)  166.388  (m)          545.89   (f) ADJUSTED    1 2
 FY0007
 FY0007.Superseded values are not recommended for survey control.
 FY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0007.See file dsdata.txt to determine how the superseded data were derived.
 FY0007
 FY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA264758(NAD 83)
 FY0007_MARKER: DB = BENCH MARK DISK
 FY0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0007_SP_SET: WATER TANK
 FY0007_STAMPING: 545.826 E 30 1932
 FY0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0007
 FY0007  HISTORY     - Date     Condition        Report By
 FY0007  HISTORY     - 1932     MONUMENTED       CGS
 FY0007  HISTORY     - 1963     GOOD             NGS
 FY0007  HISTORY     - 1978     GOOD             NGS
 FY0007  HISTORY     - 20020522 MARK NOT FOUND   VADOT
 FY0007
 FY0007                          STATION DESCRIPTION
 FY0007
 FY0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0007'AT CHASE CITY.
 FY0007'RECOVERED AS DESCRIBED.  AT CHASE CITY, MECKLENBURG COUNTY, 100 YARDS
 FY0007'SOUTH OF THE SOUTHERN RAILWAY STATION, AT THE CITY WATER TANK, AND IN
 FY0007'THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG.
 FY0007'A STANDARD DISK, STAMPED 545.826 E 30 1932.
 FY0007
 FY0007                          STATION RECOVERY (1978)
 FY0007
 FY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0007'RECOVERED IN GOOD CONDITION.
 FY0007
 FY0007                          STATION RECOVERY (2002)
 FY0007
 FY0007'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 FY0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0427 ***********************************************************************
 FX0427  DESIGNATION -  E 307
 FX0427  PID         -  FX0427
 FX0427  STATE/COUNTY-  VA/C OF NORFOLK
 FX0427  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0427
 FX0427                         *CURRENT SURVEY CONTROL
 FX0427  ___________________________________________________________________
 FX0427* NAD 83(1986)-  36 49 29.     (N)    076 16 38.     (W)     SCALED    
 FX0427* NAVD 88     -         5.062  (meters)      16.61   (feet)  ADJUSTED  
 FX0427  ___________________________________________________________________
 FX0427  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 FX0427  DYNAMIC HT  -           5.058 (meters)      16.59  (feet)  COMP
 FX0427  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 FX0427
 FX0427  VERT ORDER  -  FIRST     CLASS I
 FX0427
 FX0427.The horizontal coordinates were scaled from a topographic map and have
 FX0427.an estimated accuracy of +/- 6 seconds.
 FX0427
 FX0427.The orthometric height was determined by differential leveling
 FX0427.and adjusted by the National Geodetic Survey in June 1991..
 FX0427
 FX0427.The geoid height was determined by GEOID03.
 FX0427
 FX0427.The dynamic height is computed by dividing the NAVD 88
 FX0427.geopotential number by the normal gravity value computed on the
 FX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0427.degrees latitude (g = 980.6199 gals.).
 FX0427
 FX0427.The modeled gravity was interpolated from observed gravity values.
 FX0427
 FX0427;                    North         East    Units  Estimated Accuracy
 FX0427;SPC VA S     - 1,056,870.    3,698,290.      MT  (+/- 180 meters Scaled)
 FX0427
 FX0427                          SUPERSEDED SURVEY CONTROL
 FX0427
 FX0427  NGVD 29 (??/??/92)    5.313  (m)           17.43   (f) ADJ UNCH    1 1
 FX0427
 FX0427.Superseded values are not recommended for survey control.
 FX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0427.See file dsdata.txt to determine how the superseded data were derived.
 FX0427
 FX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF860761(NAD 83)
 FX0427_MARKER: DB = BENCH MARK DISK
 FX0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0427_SP_SET: BUILDING
 FX0427_STAMPING: E 307 1952
 FX0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0427
 FX0427  HISTORY     - Date     Condition        Report By
 FX0427  HISTORY     - 1952     MONUMENTED       CGS
 FX0427  HISTORY     - 1971     GOOD             NGS
 FX0427  HISTORY     - 1979     GOOD             NGS
 FX0427  HISTORY     - 19981205 MARK NOT FOUND   USPSQD
 FX0427  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 FX0427
 FX0427                          STATION DESCRIPTION
 FX0427
 FX0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0427'AT CHESAPEAKE.
 FX0427'AT CHESAPEAKE, NEAR THE CHESAPEAKE-NORFOLK CITY LIMITS, ABOUT
 FX0427'0.6 MILE SOUTHEAST ALONG LIBERTY STREET FROM THE INTERSECTION
 FX0427'OF SOUTH MAIN STREET AT NORFOLK, ABOUT 0.05 MILE NORTHWEST OF
 FX0427'THE CROSSING OF LIBERTY STREET AND THE NORFOLK AND PORTSMOUTH
 FX0427'BELT LINE RAILROAD, SET VERTICALLY IN THE SOUTHEAST BRICK FACE
 FX0427'AND 1.5 FEET SOUTHWEST OF THE EAST CORNER OF THE WHITE PAPER
 FX0427'MANUFACTURING OFFICE AND PLANT BUILDING (1203 LIBERTY STREET),
 FX0427'100 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF OBENDORFER
 FX0427'STREET, 11.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF LIBERTY
 FX0427'STREET, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 FX0427
 FX0427                          STATION RECOVERY (1979)
 FX0427
 FX0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0427'RECOVERED IN GOOD CONDITION.
 FX0427
 FX0427                          STATION RECOVERY (1998)
 FX0427
 FX0427'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0427'MARK NOT FOUND.
 FX0427
 FX0427                          STATION RECOVERY (2003)
 FX0427
 FX0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0177 ***********************************************************************
 FX0177  DESIGNATION -  E 308
 FX0177  PID         -  FX0177
 FX0177  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX0177  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0177
 FX0177                         *CURRENT SURVEY CONTROL
 FX0177  ___________________________________________________________________
 FX0177* NAD 83(1986)-  36 49 54.     (N)    076 17 57.     (W)     SCALED    
 FX0177* NAVD 88     -         2.653  (meters)       8.70   (feet)  ADJUSTED  
 FX0177  ___________________________________________________________________
 FX0177  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX0177  DYNAMIC HT  -           2.651 (meters)       8.70  (feet)  COMP
 FX0177  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0177
 FX0177  VERT ORDER  -  FIRST     CLASS II
 FX0177
 FX0177.The horizontal coordinates were scaled from a topographic map and have
 FX0177.an estimated accuracy of +/- 6 seconds.
 FX0177
 FX0177.The orthometric height was determined by differential leveling
 FX0177.and adjusted by the National Geodetic Survey in June 1991..
 FX0177
 FX0177.The geoid height was determined by GEOID03.
 FX0177
 FX0177.The dynamic height is computed by dividing the NAVD 88
 FX0177.geopotential number by the normal gravity value computed on the
 FX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0177.degrees latitude (g = 980.6199 gals.).
 FX0177
 FX0177.The modeled gravity was interpolated from observed gravity values.
 FX0177
 FX0177;                    North         East    Units  Estimated Accuracy
 FX0177;SPC VA S     - 1,057,590.    3,696,310.      MT  (+/- 180 meters Scaled)
 FX0177
 FX0177                          SUPERSEDED SURVEY CONTROL
 FX0177
 FX0177  NGVD 29 (??/??/92)    2.893  (m)            9.49   (f) ADJ UNCH    1 2
 FX0177
 FX0177.Superseded values are not recommended for survey control.
 FX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0177.See file dsdata.txt to determine how the superseded data were derived.
 FX0177
 FX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF841769(NAD 83)
 FX0177_MARKER: DB = BENCH MARK DISK
 FX0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0177_SP_SET: BRIDGE
 FX0177_STAMPING: E 308 1952
 FX0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0177
 FX0177  HISTORY     - Date     Condition        Report By
 FX0177  HISTORY     - 1952     MONUMENTED       CGS
 FX0177  HISTORY     - 1971     GOOD             NGS
 FX0177  HISTORY     - 19991016 MARK NOT FOUND   USPSQD
 FX0177  HISTORY     - 20010718 MARK NOT FOUND   USPSQD
 FX0177
 FX0177                          STATION DESCRIPTION
 FX0177
 FX0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0177'AT PORTSMOUTH.
 FX0177'AT PORTSMOUTH, ABOUT 0.7 MILE NORTH ALONG 4TH STREET FROM GATE
 FX0177'NUMBER 10 AT THE U.S. NAVAL SHIPYARD, ABOUT 0.3 MILE SOUTH
 FX0177'ALONG COURT STREET FROM THE INTERSECTION OF HIGH STREET, SET
 FX0177'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH END OF THE
 FX0177'EAST CONCRETE HEADWALL OF THE COURT STREET OVERPASS FOR THE
 FX0177'APPROACH AND EXIT LANES FOR THE NORFOLK-PORTSMOUTH TUNNEL,
 FX0177'AT THE WEST END OF A CONCRETE RETAINING WALL, 10.4 FEET EAST
 FX0177'OF THE EAST CURB OF THE STREET, AND ABOUT 3 FEET ABOVE THE
 FX0177'LEVEL OF THE SIDEWALK.  NOTE-- COURT STREET BECOMES 4TH STREET
 FX0177'ABOUT 0.1 MILE SOUTH OF THE OVERPASS.
 FX0177
 FX0177                          STATION RECOVERY (1999)
 FX0177
 FX0177'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0177'MARK NOT FOUND.
 FX0177
 FX0177                          STATION RECOVERY (2001)
 FX0177
 FX0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0177'SEARCHED FOR OVER ONE HOUR WITH HELP OF PORTSMOUTH POLICE. STATION
 FX0177'COULD NOT BE FOUND. SUGGEST NEW STATION BE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0691 ***********************************************************************
 FY0691  DESIGNATION -  E 31
 FY0691  PID         -  FY0691
 FY0691  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0691  USGS QUAD   -  MOUNT HERMON (1985)
 FY0691
 FY0691                         *CURRENT SURVEY CONTROL
 FY0691  ___________________________________________________________________
 FY0691* NAD 83(1986)-  36 41 58.     (N)    079 23 26.     (W)     SCALED    
 FY0691* NAVD 88     -       212.844  (meters)     698.31   (feet)  ADJUSTED  
 FY0691  ___________________________________________________________________
 FY0691  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY0691  DYNAMIC HT  -         212.669 (meters)     697.73  (feet)  COMP
 FY0691  MODELED GRAV-     979,808.4   (mgal)                       NAVD 88
 FY0691
 FY0691  VERT ORDER  -  FIRST     CLASS II
 FY0691
 FY0691.The horizontal coordinates were scaled from a topographic map and have
 FY0691.an estimated accuracy of +/- 6 seconds.
 FY0691
 FY0691.The orthometric height was determined by differential leveling
 FY0691.and adjusted by the National Geodetic Survey in June 1991..
 FY0691
 FY0691.The geoid height was determined by GEOID03.
 FY0691
 FY0691.The dynamic height is computed by dividing the NAVD 88
 FY0691.geopotential number by the normal gravity value computed on the
 FY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0691.degrees latitude (g = 980.6199 gals.).
 FY0691
 FY0691.The modeled gravity was interpolated from observed gravity values.
 FY0691
 FY0691;                    North         East    Units  Estimated Accuracy
 FY0691;SPC VA S     - 1,041,000.    3,420,420.      MT  (+/- 180 meters Scaled)
 FY0691
 FY0691                          SUPERSEDED SURVEY CONTROL
 FY0691
 FY0691  NGVD 29 (??/??/92)  213.080  (m)          699.08   (f) ADJ UNCH    1 2
 FY0691
 FY0691.Superseded values are not recommended for survey control.
 FY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0691.See file dsdata.txt to determine how the superseded data were derived.
 FY0691
 FY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA437627(NAD 83)
 FY0691_MARKER: DB = BENCH MARK DISK
 FY0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0691_SP_SET: UNDERPASS
 FY0691_STAMPING: 699.109 E 31 1932
 FY0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0691
 FY0691  HISTORY     - Date     Condition        Report By
 FY0691  HISTORY     - 1932     MONUMENTED       CGS
 FY0691  HISTORY     - 1935     GOOD             NGS
 FY0691
 FY0691                          STATION DESCRIPTION
 FY0691
 FY0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FY0691'1.5 MI NW FROM BLAIRS.
 FY0691'ABOUT 1.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM BLAIRS,
 FY0691'PITTSYLVANIA COUNTY, ABOUT 472 FEET NORTHWEST OF MILEPOST 227,
 FY0691'IN THE TOP OF THE SOUTHWEST COPING OF AN UNDERPASS, 1 FOOT FROM
 FY0691'THE NORTHWEST END, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 FY0691'ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 FY0691'STAMPED 699.109 E 31 1932.
 FY0691
 FY0691                          STATION RECOVERY (1935)
 FY0691
 FY0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FY0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0045 ***********************************************************************
 FX0045  DESIGNATION -  E 310
 FX0045  PID         -  FX0045
 FX0045  STATE/COUNTY-  VA/C OF NORFOLK
 FX0045  USGS QUAD   -  LITTLE CREEK (1989)
 FX0045
 FX0045                         *CURRENT SURVEY CONTROL
 FX0045  ___________________________________________________________________
 FX0045* NAD 83(1986)-  36 56 26.     (N)    076 13 45.     (W)     SCALED    
 FX0045* NAVD 88     -         3.195  (meters)      10.48   (feet)  ADJUSTED  
 FX0045  ___________________________________________________________________
 FX0045  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0045  DYNAMIC HT  -           3.193 (meters)      10.48  (feet)  COMP
 FX0045  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 FX0045
 FX0045  VERT ORDER  -  FIRST     CLASS I
 FX0045
 FX0045.The horizontal coordinates were scaled from a topographic map and have
 FX0045.an estimated accuracy of +/- 6 seconds.
 FX0045
 FX0045.The orthometric height was determined by differential leveling
 FX0045.and adjusted by the National Geodetic Survey in June 1991..
 FX0045.WARNING-Repeat measurements at this control monument indicate possible
 FX0045.vertical movement.
 FX0045
 FX0045.The geoid height was determined by GEOID03.
 FX0045
 FX0045.The dynamic height is computed by dividing the NAVD 88
 FX0045.geopotential number by the normal gravity value computed on the
 FX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0045.degrees latitude (g = 980.6199 gals.).
 FX0045
 FX0045.The modeled gravity was interpolated from observed gravity values.
 FX0045
 FX0045;                    North         East    Units  Estimated Accuracy
 FX0045;SPC VA S     - 1,069,820.    3,702,260.      MT  (+/- 180 meters Scaled)
 FX0045
 FX0045                          SUPERSEDED SURVEY CONTROL
 FX0045
 FX0045  NGVD 29 (??/??/92)    3.445  (m)           11.30   (f) ADJ UNCH    1 1
 FX0045
 FX0045.Superseded values are not recommended for survey control.
 FX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0045.See file dsdata.txt to determine how the superseded data were derived.
 FX0045
 FX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF905889(NAD 83)
 FX0045_MARKER: DB = BENCH MARK DISK
 FX0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0045_STAMPING: E 310 1952
 FX0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0045+STABILITY: SURFACE MOTION
 FX0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0045+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 FX0045
 FX0045  HISTORY     - Date     Condition        Report By
 FX0045  HISTORY     - 1952     MONUMENTED       CGS
 FX0045  HISTORY     - 1972     GOOD             NGS
 FX0045  HISTORY     - 1978     GOOD             DMA
 FX0045  HISTORY     - 1979     GOOD             NGS
 FX0045  HISTORY     - 1989     GOOD             USPSQD
 FX0045  HISTORY     - 19970528 GOOD             USPSQD
 FX0045  HISTORY     - 20021012 GOOD             USPSQD
 FX0045
 FX0045                          STATION DESCRIPTION
 FX0045
 FX0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0045'2.2 MI SE FROM OCEAN VIEW.
 FX0045'AT NORFOLK, ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 60
 FX0045'FROM THE JUNCTION OF STATE HIGHWAY 168 AT OCEAN VIEW (A
 FX0045'SUB-DIVISION OF NORFOLK), AT THE JUNCTION OF BEAUMONT STREET,
 FX0045'40.8 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE
 FX0045'OF U.S. HIGHWAY 60, 22 FEET SOUTHEAST OF THE CENTER LINE OF
 FX0045'BEAUMONT STREET, 28 1/2 FEET WEST OF A POLE SUPPORTING A SIREN,
 FX0045'24.3 FEET NORTHEAST OF A BRICK STAIRWAY LEADING TO RESIDENCE
 FX0045'NUMBER 1601, 3.8 FEET SOUTHEAST OF THE NORTH CORNER OF A BRICK
 FX0045'WALL, 1.3 FEET NORTHEAST OF THE NORTHEAST FACE OF THE WALL,
 FX0045'ABOUT 3 FEET HIGHER THAN THE LEVEL OF THE HIGHWAY, AND SET IN
 FX0045'THE TOP OF A CONCRETE POST WHICH IS PRESENTLY COVERED WITH ABOUT
 FX0045'ONE-FOOT OF SAND.
 FX0045
 FX0045                          STATION RECOVERY (1978)
 FX0045
 FX0045'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0045'RECOVERED IN GOOD CONDITION.
 FX0045
 FX0045                          STATION RECOVERY (1979)
 FX0045
 FX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0045'RECOVERED IN GOOD CONDITION.
 FX0045
 FX0045                          STATION RECOVERY (1989)
 FX0045
 FX0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDM)
 FX0045'RECOVERED IN GOOD CONDITION.
 FX0045
 FX0045                          STATION RECOVERY (1997)
 FX0045
 FX0045'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0045'RECOVERED IN GOOD CONDITION.
 FX0045
 FX0045                          STATION RECOVERY (2002)
 FX0045
 FX0045'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0045'DELETE  28 1/2 FEET WEST OF A POLE SUPPORTING A SIREN, 24.3 FEET
 FX0045'NORTHEAST OF A BRICK STAIRWAY LEADING TO RESIDENCE NUMBER 1601
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0083 ***********************************************************************
 FW0083  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0083  DESIGNATION -  E 311
 FW0083  PID         -  FW0083
 FW0083  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0083  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0083
 FW0083                         *CURRENT SURVEY CONTROL
 FW0083  ___________________________________________________________________
 FW0083* NAD 83(1986)-  36 50 09.     (N)    075 58 17.     (W)     SCALED    
 FW0083* NAVD 88     -         3.276  (meters)      10.75   (feet)  ADJUSTED  
 FW0083  ___________________________________________________________________
 FW0083  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 FW0083  DYNAMIC HT  -           3.273 (meters)      10.74  (feet)  COMP
 FW0083  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 FW0083
 FW0083  VERT ORDER  -  FIRST     CLASS I
 FW0083
 FW0083.The horizontal coordinates were scaled from a topographic map and have
 FW0083.an estimated accuracy of +/- 6 seconds.
 FW0083
 FW0083.The orthometric height was determined by differential leveling
 FW0083.and adjusted by the National Geodetic Survey in June 1991..
 FW0083
 FW0083.This Tidal Bench Mark is designated as VM 3499
 FW0083.by the Center for Operational Oceanographic Products and Services.
 FW0083
 FW0083.This Tidal Bench Mark is designated as VM 3501
 FW0083.by the Center for Operational Oceanographic Products and Services.
 FW0083
 FW0083.This Tidal Bench Mark is designated as VM 3508
 FW0083.by the Center for Operational Oceanographic Products and Services.
 FW0083
 FW0083.The geoid height was determined by GEOID03.
 FW0083
 FW0083.The dynamic height is computed by dividing the NAVD 88
 FW0083.geopotential number by the normal gravity value computed on the
 FW0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0083.degrees latitude (g = 980.6199 gals.).
 FW0083
 FW0083.The modeled gravity was interpolated from observed gravity values.
 FW0083
 FW0083;                    North         East    Units  Estimated Accuracy
 FW0083;SPC VA S     - 1,058,790.    3,725,530.      MT  (+/- 180 meters Scaled)
 FW0083
 FW0083                          SUPERSEDED SURVEY CONTROL
 FW0083
 FW0083  NGVD 29 (??/??/??)    3.526  (m)           11.57   (f) ADJUSTED    1 1
 FW0083
 FW0083.Superseded values are not recommended for survey control.
 FW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0083.See file dsdata.txt to determine how the superseded data were derived.
 FW0083
 FW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF133771(NAD 83)
 FW0083_MARKER: DB = BENCH MARK DISK
 FW0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0083_SP_SET: CURB
 FW0083_STAMPING: E 311 1952
 FW0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0083
 FW0083  HISTORY     - Date     Condition        Report By
 FW0083  HISTORY     - 1952     MONUMENTED       CGS
 FW0083  HISTORY     - 1963     GOOD             CGS
 FW0083  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FW0083
 FW0083                          STATION DESCRIPTION
 FW0083
 FW0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FW0083'AT VIRGINIA BEACH.
 FW0083'AT VIRGINIA BEACH, ABOUT 1.15 MILES SOUTH ALONG ATLANTIC AVENUE
 FW0083'FROM THE POST OFFICE, SET IN THE TOP OF THE WEST END OF THE
 FW0083'CONCRETE CURB ON TOP OF STEEL PILING AT SOUTH END OF SEA WALL,
 FW0083'110 FEET EAST OF EAST CURBING OF ATLANTIC AVENUE, 81 FEET WEST
 FW0083'OF SOUTHEAST CORNER OF SEA WALL, IN LINE WITH THE NORTH CURBING
 FW0083'OF 7TH STREET, 1 FOOT EAST OF WEST END OF CONCRETE CURB AND ABOUT
 FW0083'LEVEL WITH ATLANTIC AVENUE.
 FW0083
 FW0083                          STATION RECOVERY (1963)
 FW0083
 FW0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FW0083'RECOVERED IN GOOD CONDITION.
 FW0083
 FW0083                          STATION RECOVERY (1989)
 FW0083
 FW0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0199 ***********************************************************************
 GV0199  DESIGNATION -  E 312
 GV0199  PID         -  GV0199
 GV0199  STATE/COUNTY-  VA/C OF HAMPTON
 GV0199  USGS QUAD   -  HAMPTON (1986)
 GV0199
 GV0199                         *CURRENT SURVEY CONTROL
 GV0199  ___________________________________________________________________
 GV0199* NAD 83(1986)-  37 01 23.     (N)    076 19 37.     (W)     SCALED    
 GV0199* NAVD 88     -         2.555  (meters)       8.38   (feet)  ADJUSTED  
 GV0199  ___________________________________________________________________
 GV0199  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 GV0199  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 GV0199  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 GV0199  OBS GRAVITY -     979,876.8   (mgal)                       GRAV_OBS
 GV0199
 GV0199  VERT ORDER  -  FIRST     CLASS II
 GV0199
 GV0199.The horizontal coordinates were scaled from a topographic map and have
 GV0199.an estimated accuracy of +/- 6 seconds.
 GV0199
 GV0199.The orthometric height was determined by differential leveling
 GV0199.and adjusted by the National Geodetic Survey in June 1991..
 GV0199.WARNING-Repeat measurements at this control monument indicate possible
 GV0199.vertical movement.
 GV0199
 GV0199.The geoid height was determined by GEOID03.
 GV0199
 GV0199.The dynamic height is computed by dividing the NAVD 88
 GV0199.geopotential number by the normal gravity value computed on the
 GV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0199.degrees latitude (g = 980.6199 gals.).
 GV0199
 GV0199.The modeled gravity was interpolated from observed gravity values.
 GV0199.The observed gravity was obtained from relative gravimeter ties
 GV0199.to the IGSN71 gravity network.
 GV0199
 GV0199;                    North         East    Units  Estimated Accuracy
 GV0199;SPC VA S     - 1,078,770.    3,693,350.      MT  (+/- 180 meters Scaled)
 GV0199
 GV0199                          SUPERSEDED SURVEY CONTROL
 GV0199
 GV0199  NGVD 29 (??/??/??)    2.803  (m)            9.20   (f) ADJUSTED    1 2
 GV0199
 GV0199.Superseded values are not recommended for survey control.
 GV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0199.See file dsdata.txt to determine how the superseded data were derived.
 GV0199
 GV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF819982(NAD 83)
 GV0199_MARKER: DB = BENCH MARK DISK
 GV0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0199_STAMPING: E 312 1952
 GV0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0199+STABILITY: SURFACE MOTION
 GV0199
 GV0199  HISTORY     - Date     Condition        Report By
 GV0199  HISTORY     - 1952     MONUMENTED       CGS
 GV0199  HISTORY     - 1971     GOOD             NGS
 GV0199  HISTORY     - 1978     GOOD             DMA
 GV0199  HISTORY     - 1984     GOOD             USPSQD
 GV0199  HISTORY     - 20030621 GOOD             GEOCAC
 GV0199  HISTORY     - 20051103 GOOD             GEOCAC
 GV0199
 GV0199                          STATION DESCRIPTION
 GV0199
 GV0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0199'AT HAMPTON.
 GV0199'AT HAMPTON, ABOUT 0.05 MILE NORTHEAST ALONG HOPE STREET FROM THE
 GV0199'POST OFFICE AT PHOEBUS (A SUB-DIVISION OF HAMPTON), THENCE 0.55
 GV0199'MILE NORTHWEST ALONG WEST COUNTY STREET (STATE HIGHWAY 143), 55
 GV0199'FEET EAST OF THE EAST CORNER OF THE ZION BAPTIST CHURCH, 7 FEET
 GV0199'SOUTHWEST OF THE NORTH CORNER OF A BRICK PILLAR IN BRICK WALL
 GV0199'AROUND THE NATIONAL CEMETERY, 32 FEET SOUTHWEST OF THE CENTER
 GV0199'LINE OF WEST COUNTY STREET, 10 FEET SOUTHEAST OF THE CENTER LINE
 GV0199'OF A GRAVELED STREET LEADING TO THE CHURCH, 1.5 FEET NORTHWEST OF
 GV0199'THE NORTHWEST FACE OF THE BRICK WALL, 1 FOOT ABOVE THE LEVEL OF
 GV0199'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 GV0199'INCH ABOVE THE LEVEL OF THE GROUND.
 GV0199
 GV0199                          STATION RECOVERY (1978)
 GV0199
 GV0199'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0199'RECOVERED IN GOOD CONDITION.
 GV0199
 GV0199                          STATION RECOVERY (1984)
 GV0199
 GV0199'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0199'RECOVERED IN GOOD CONDITION.
 GV0199
 GV0199                          STATION RECOVERY (2003)
 GV0199
 GV0199'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV0199'RECOVERED IN GOOD CONDITION.
 GV0199
 GV0199                          STATION RECOVERY (2005)
 GV0199
 GV0199'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV0199'HANDHELD COORDINATES ARE N37-01-22.44 W076-19-37.44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0532 ***********************************************************************
 GV0532  DESIGNATION -  E 313
 GV0532  PID         -  GV0532
 GV0532  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0532  USGS QUAD   -  YORKTOWN (1994)
 GV0532
 GV0532                         *CURRENT SURVEY CONTROL
 GV0532  ___________________________________________________________________
 GV0532* NAD 83(1986)-  37 08 28.     (N)    076 31 04.     (W)     SCALED    
 GV0532* NAVD 88     -        10.304  (meters)      33.81   (feet)  ADJUSTED  
 GV0532  ___________________________________________________________________
 GV0532  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 GV0532  DYNAMIC HT  -          10.297 (meters)      33.78  (feet)  COMP
 GV0532  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 GV0532
 GV0532  VERT ORDER  -  FIRST     CLASS I
 GV0532
 GV0532.The horizontal coordinates were scaled from a topographic map and have
 GV0532.an estimated accuracy of +/- 6 seconds.
 GV0532
 GV0532.The orthometric height was determined by differential leveling
 GV0532.and adjusted by the National Geodetic Survey in June 1991..
 GV0532.WARNING-Repeat measurements at this control monument indicate possible
 GV0532.vertical movement.
 GV0532
 GV0532.The geoid height was determined by GEOID03.
 GV0532
 GV0532.The dynamic height is computed by dividing the NAVD 88
 GV0532.geopotential number by the normal gravity value computed on the
 GV0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0532.degrees latitude (g = 980.6199 gals.).
 GV0532
 GV0532.The modeled gravity was interpolated from observed gravity values.
 GV0532
 GV0532;                    North         East    Units  Estimated Accuracy
 GV0532;SPC VA S     - 1,091,490.    3,676,090.      MT  (+/- 180 meters Scaled)
 GV0532
 GV0532                          SUPERSEDED SURVEY CONTROL
 GV0532
 GV0532  NGVD 29 (??/??/??)   10.545  (m)           34.60   (f) ADJUSTED    1 1
 GV0532
 GV0532.Superseded values are not recommended for survey control.
 GV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0532.See file dsdata.txt to determine how the superseded data were derived.
 GV0532
 GV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG652116(NAD 83)
 GV0532_MARKER: DB = BENCH MARK DISK
 GV0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0532_STAMPING: E 313 1952
 GV0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0532+STABILITY: SURFACE MOTION
 GV0532
 GV0532  HISTORY     - Date     Condition        Report By
 GV0532  HISTORY     - 1952     MONUMENTED       CGS
 GV0532  HISTORY     - 1971     GOOD             NGS
 GV0532  HISTORY     - 1974     GOOD             LOCSUR
 GV0532  HISTORY     - 1976     GOOD             NGS
 GV0532  HISTORY     - 1978     GOOD             DMA
 GV0532
 GV0532                          STATION DESCRIPTION
 GV0532
 GV0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0532'AT NEWPORT NEWS.
 GV0532'AT NEWPORT NEWS, ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 173
 GV0532'(DENBIGH ROAD) FROM THE OVERPASS OVER THE CHESAPEAKE AND OHIO
 GV0532'RAILWAY AT ORIANA (A SUB-DIVISION OF NEWPORT NEWS), 0.2 MILE
 GV0532'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 173 AND 143,
 GV0532'34.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 89 1/2
 GV0532'FEET NORTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 508-7,
 GV0532'37 FEET WEST OF TELEPHONE POLE NO. 6, 4 1/2 FEET SOUTHWEST OF A
 GV0532'10 INCH PINE TREE, AT A SMALL CLEARING, 1.2 FEET NORTHWEST OF A
 GV0532'METAL WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 GV0532'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 GV0532'LEVEL OF THE GROUND.
 GV0532
 GV0532                          STATION RECOVERY (1974)
 GV0532
 GV0532'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0532'RECOVERED IN GOOD CONDITION.
 GV0532
 GV0532                          STATION RECOVERY (1976)
 GV0532
 GV0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV0532'RECOVERED IN GOOD CONDITION.
 GV0532
 GV0532                          STATION RECOVERY (1978)
 GV0532
 GV0532'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0532'MARK IS NOW 2 FT. SOUTH EAST OF METAL WITNESS POST. IT IS 8 YARDS EAST
 GV0532'NORTHEAST OF A POWER LINE POLE WITH A METER OF IT. AND IS ALSO 15
 GV0532'YARDS NORTH WEST OF THE CENTERLINE OF WEST BOUND LANE OF HWY. 173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3522 ***********************************************************************
 GV3522  DESIGNATION -  E 313 RESET 1976
 GV3522  PID         -  GV3522
 GV3522  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV3522  USGS QUAD   -  YORKTOWN (1994)
 GV3522
 GV3522                         *CURRENT SURVEY CONTROL
 GV3522  ___________________________________________________________________
 GV3522* NAD 83(1986)-  37 08 28.     (N)    076 31 04.     (W)     SCALED    
 GV3522* NAVD 88     -        11.04   (meters)      36.2    (feet)  RESET     
 GV3522  ___________________________________________________________________
 GV3522  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 GV3522
 GV3522  VERT ORDER  -  THIRD
 GV3522
 GV3522.The horizontal coordinates were scaled from a topographic map and have
 GV3522.an estimated accuracy of +/- 6 seconds.
 GV3522
 GV3522.The orthometric height was computed from unverified reset data.
 GV3522.No vertical observational check was made to the station.
 GV3522
 GV3522.The geoid height was determined by GEOID03.
 GV3522
 GV3522;                    North         East    Units  Estimated Accuracy
 GV3522;SPC VA S     - 1,091,490.    3,676,090.      MT  (+/- 180 meters Scaled)
 GV3522
 GV3522                          SUPERSEDED SURVEY CONTROL
 GV3522
 GV3522  NGVD 29 (??/??/??)   11.29   (m)           37.0    (f) RESET       3  
 GV3522
 GV3522.Superseded values are not recommended for survey control.
 GV3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3522.See file dsdata.txt to determine how the superseded data were derived.
 GV3522
 GV3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG652116(NAD 83)
 GV3522_MARKER: DB = BENCH MARK DISK
 GV3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3522_STAMPING: E 313 RESET 1976
 GV3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3522+STABILITY: SURFACE MOTION
 GV3522
 GV3522  HISTORY     - Date     Condition        Report By
 GV3522  HISTORY     - 1976     MONUMENTED       NGS
 GV3522  HISTORY     - 1977     GOOD             VADH
 GV3522
 GV3522                          STATION DESCRIPTION
 GV3522
 GV3522'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1977
 GV3522'0.7 MI NORTHEAST FROM ORIANA.
 GV3522'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 173 ALONG THE OVERPASS
 GV3522'OVER CHICAGO, OHIO RAILWAY AT ORIANA (SUBDIVISION OF NEWPORT NEWS)
 GV3522'0.2 MILE NORTHEAST AT THE INTERSECTION OF STATE HIGHWAY 173 AND 143,
 GV3522'78 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 173, AND AT A SMALL
 GV3522'CLEARING, 2 FEET SOUTHEAST OF METAL WITNESS POST, 0.7 FOOT ABOVE
 GV3522'LEVEL OF HIGHWAY, SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2360 ***********************************************************************
 HV2360  DESIGNATION -  E 314
 HV2360  PID         -  HV2360
 HV2360  STATE/COUNTY-  VA/FAIRFAX
 HV2360  USGS QUAD   -  FORT BELVOIR (1983)
 HV2360
 HV2360                         *CURRENT SURVEY CONTROL
 HV2360  ___________________________________________________________________
 HV2360* NAD 83(1986)-  38 44 39.     (N)    077 11 02.     (W)     SCALED    
 HV2360* NAVD 88     -        42.302  (meters)     138.79   (feet)  ADJUSTED  
 HV2360  ___________________________________________________________________
 HV2360  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV2360  DYNAMIC HT  -          42.278 (meters)     138.71  (feet)  COMP
 HV2360  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 HV2360  OBS GRAVITY -     980,066.1   (mgal)                       GRAV_OBS
 HV2360
 HV2360  VERT ORDER  -  FIRST     CLASS I
 HV2360
 HV2360.The horizontal coordinates were scaled from a topographic map and have
 HV2360.an estimated accuracy of +/- 6 seconds.
 HV2360
 HV2360.The orthometric height was determined by differential leveling
 HV2360.and adjusted by the National Geodetic Survey in June 1991..
 HV2360
 HV2360.The geoid height was determined by GEOID03.
 HV2360
 HV2360.The dynamic height is computed by dividing the NAVD 88
 HV2360.geopotential number by the normal gravity value computed on the
 HV2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2360.degrees latitude (g = 980.6199 gals.).
 HV2360
 HV2360.The modeled gravity was interpolated from observed gravity values.
 HV2360.The observed gravity was obtained from relative gravimeter ties
 HV2360.to the IGSN71 gravity network.
 HV2360
 HV2360;                    North         East    Units  Estimated Accuracy
 HV2360;SPC VA N     - 2,120,420.    3,614,410.      MT  (+/- 180 meters Scaled)
 HV2360
 HV2360                          SUPERSEDED SURVEY CONTROL
 HV2360
 HV2360  NGVD 29 (??/??/??)   42.547  (m)          139.59   (f) ADJUSTED    1 1
 HV2360
 HV2360.Superseded values are not recommended for survey control.
 HV2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2360.See file dsdata.txt to determine how the superseded data were derived.
 HV2360
 HV2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH102906(NAD 83)
 HV2360_MARKER: DB = BENCH MARK DISK
 HV2360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2360_SP_SET: SEMAPHORE FOUNDATION
 HV2360_STAMPING: E 314 1955
 HV2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2360
 HV2360  HISTORY     - Date     Condition        Report By
 HV2360  HISTORY     - 1955     MONUMENTED       CGS
 HV2360  HISTORY     - 1971     GOOD             NGS
 HV2360  HISTORY     - 1978     GOOD             DMA
 HV2360
 HV2360                          STATION DESCRIPTION
 HV2360
 HV2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2360'0.4 MI N FROM NEWINGTON.
 HV2360'ABOUT 0.45 MILE NORTH ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2360'POTOMAC RAILROAD FROM THE STATION AT NEWINGTON, 18 RAILS
 HV2360'NORTHEAST OF MILEPOST 96, 12 1/2 RAILS NORTHEAST OF THE NORTHEAST
 HV2360'END OF A CONCRETE RAILROAD BRIDGE, SET VERTICALLY IN THE
 HV2360'SOUTHEAST FACE OF THE CONCRETE FOUNDATION FOR SEMAPHORE NUMBER
 HV2360'96.1, 15 INCHES BELOW THE TOP OF THE FOUNDATION, 5 INCHES ABOVE
 HV2360'THE BALLAST, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 HV2360'NORTHWEST TRACK, 8 FEET NORTHEAST OF THE NORTHEAST END OF A METAL
 HV2360'SIGNAL CONTROL BOX, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 HV2360
 HV2360                          STATION RECOVERY (1978)
 HV2360
 HV2360'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2485 ***********************************************************************
 HV2485  DESIGNATION -  E 315
 HV2485  PID         -  HV2485
 HV2485  STATE/COUNTY-  VA/FAIRFAX
 HV2485  USGS QUAD   -  FORT BELVOIR (1983)
 HV2485
 HV2485                         *CURRENT SURVEY CONTROL
 HV2485  ___________________________________________________________________
 HV2485* NAD 83(1986)-  38 37 56.     (N)    077 12 46.     (W)     SCALED    
 HV2485* NAVD 88     -         7.755  (meters)      25.44   (feet)  ADJUSTED  
 HV2485  ___________________________________________________________________
 HV2485  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV2485  DYNAMIC HT  -           7.751 (meters)      25.43  (feet)  COMP
 HV2485  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 HV2485
 HV2485  VERT ORDER  -  FIRST     CLASS II
 HV2485
 HV2485.The horizontal coordinates were scaled from a topographic map and have
 HV2485.an estimated accuracy of +/- 6 seconds.
 HV2485
 HV2485.The orthometric height was determined by differential leveling
 HV2485.and adjusted by the National Geodetic Survey in June 1991..
 HV2485
 HV2485.The geoid height was determined by GEOID03.
 HV2485
 HV2485.The dynamic height is computed by dividing the NAVD 88
 HV2485.geopotential number by the normal gravity value computed on the
 HV2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2485.degrees latitude (g = 980.6199 gals.).
 HV2485
 HV2485.The modeled gravity was interpolated from observed gravity values.
 HV2485
 HV2485;                    North         East    Units  Estimated Accuracy
 HV2485;SPC VA N     - 2,107,960.    3,612,070.      MT  (+/- 180 meters Scaled)
 HV2485
 HV2485                          SUPERSEDED SURVEY CONTROL
 HV2485
 HV2485  NGVD 29 (??/??/??)    8.014  (m)           26.29   (f) ADJUSTED    1 2
 HV2485
 HV2485.Superseded values are not recommended for survey control.
 HV2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2485.See file dsdata.txt to determine how the superseded data were derived.
 HV2485
 HV2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH073782(NAD 83)
 HV2485_MARKER: DB = BENCH MARK DISK
 HV2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2485_STAMPING: E 315 1955
 HV2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2485+STABILITY: SURFACE MOTION
 HV2485
 HV2485  HISTORY     - Date     Condition        Report By
 HV2485  HISTORY     - 1955     MONUMENTED       CGS
 HV2485
 HV2485                          STATION DESCRIPTION
 HV2485
 HV2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2485'10.1 MI S FROM POHICK.
 HV2485'IN FAIRFAX COUNTY, 10.1 MILES SOUTH OF POHICK, AT END OF SANDY
 HV2485'POINT ROAD, ON THE EAST SHORE OF OCCOQUAN BAY 700 YARDS SOUTHEAST
 HV2485'OF THE TIP OF SANDY POINT, SET IN CONCRETE APRON WHICH FORMS
 HV2485'A PART OF WALK FROM WHITE HOUSE TO BLUFF, ABOUT 8 FEET FROM EDGE
 HV2485'OF BLUFF.  SET FLUSH WITH THE GROUND IN CONCRETE, SURROUNDED BY
 HV2485'A 6 INCH RED TILE, THE STANDARD DISK IS MARKED E 315 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0693 ***********************************************************************
 GY0693  DESIGNATION -  E 316
 GY0693  PID         -  GY0693
 GY0693  STATE/COUNTY-  VA/BUCHANAN
 GY0693  USGS QUAD   -  HURLEY (1977)
 GY0693
 GY0693                         *CURRENT SURVEY CONTROL
 GY0693  ___________________________________________________________________
 GY0693* NAD 83(1986)-  37 27 28.     (N)    082 02 57.     (W)     SCALED    
 GY0693* NAVD 88     -       280.435  (meters)     920.06   (feet)  ADJUSTED  
 GY0693  ___________________________________________________________________
 GY0693  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GY0693  DYNAMIC HT  -         280.214 (meters)     919.34  (feet)  COMP
 GY0693  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GY0693
 GY0693  VERT ORDER  -  SECOND    CLASS 0
 GY0693
 GY0693.The horizontal coordinates were scaled from a topographic map and have
 GY0693.an estimated accuracy of +/- 6 seconds.
 GY0693
 GY0693.The orthometric height was determined by differential leveling
 GY0693.and adjusted by the National Geodetic Survey in June 1991..
 GY0693
 GY0693.The geoid height was determined by GEOID03.
 GY0693
 GY0693.The dynamic height is computed by dividing the NAVD 88
 GY0693.geopotential number by the normal gravity value computed on the
 GY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0693.degrees latitude (g = 980.6199 gals.).
 GY0693
 GY0693.The modeled gravity was interpolated from observed gravity values.
 GY0693
 GY0693;                    North         East    Units  Estimated Accuracy
 GY0693;SPC VA S     - 1,130,690.    3,186,080.      MT  (+/- 180 meters Scaled)
 GY0693
 GY0693                          SUPERSEDED SURVEY CONTROL
 GY0693
 GY0693  NGVD 29 (??/??/92)  280.643  (m)          920.74   (f) ADJ UNCH    2 0
 GY0693
 GY0693.Superseded values are not recommended for survey control.
 GY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0693.See file dsdata.txt to determine how the superseded data were derived.
 GY0693
 GY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB072461(NAD 83)
 GY0693_MARKER: DB = BENCH MARK DISK
 GY0693_SETTING: 66 = SET IN ROCK OUTCROP
 GY0693_SP_SET: ROCK CUT
 GY0693_STAMPING: E 316 1952 920.743
 GY0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0693+STABILITY: POSITION/ELEVATION WELL
 GY0693
 GY0693  HISTORY     - Date     Condition        Report By
 GY0693  HISTORY     - 1952     MONUMENTED       CGS
 GY0693  HISTORY     - 1956     GOOD             NGS
 GY0693
 GY0693                          STATION DESCRIPTION
 GY0693
 GY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0693'1 MI NE FROM KELSA.
 GY0693'1.05 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILROAD FROM THE
 GY0693'BRIDGE OVER KNOX CREEK AT KELSA, 0.15 MILE SOUTHWEST OF MILE POST
 GY0693'D 7, 0.2 MILE NORTHEAST OF RAILROAD BRIDGE NO. 2508 OVER KNOX
 GY0693'CREEK, SET IN THE TOP OF A LEDGE IN A ROCK CUT, 13 FEET EAST OF
 GY0693'THE EAST RAIL, 195 FEET SOUTH OF THE SOUTH END OF EAST HEAD WALL
 GY0693'OF A 30-INCH PIPE CULVERT, 12 FEET NORTH OF A TELEPHONE AND POWER
 GY0693'POLE, 44 FEET SOUTH AND 2.5 FEET BELOW A 12-INCH TRIANGLE
 GY0693'CHISELED IN FACE OF CUT, AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0634 ***********************************************************************
 GY0634  DESIGNATION -  E 317
 GY0634  PID         -  GY0634
 GY0634  STATE/COUNTY-  VA/BUCHANAN
 GY0634  USGS QUAD   -  GRUNDY (1977)
 GY0634
 GY0634                         *CURRENT SURVEY CONTROL
 GY0634  ___________________________________________________________________
 GY0634* NAD 83(1986)-  37 21 14.     (N)    082 03 29.     (W)     SCALED    
 GY0634* NAVD 88     -       473.945  (meters)    1554.93   (feet)  ADJUSTED  
 GY0634  ___________________________________________________________________
 GY0634  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GY0634  DYNAMIC HT  -         473.549 (meters)    1553.64  (feet)  COMP
 GY0634  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 GY0634
 GY0634  VERT ORDER  -  SECOND    CLASS 0
 GY0634
 GY0634.The horizontal coordinates were scaled from a topographic map and have
 GY0634.an estimated accuracy of +/- 6 seconds.
 GY0634
 GY0634.The orthometric height was determined by differential leveling
 GY0634.and adjusted by the National Geodetic Survey in June 1991..
 GY0634
 GY0634.The geoid height was determined by GEOID03.
 GY0634
 GY0634.The dynamic height is computed by dividing the NAVD 88
 GY0634.geopotential number by the normal gravity value computed on the
 GY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0634.degrees latitude (g = 980.6199 gals.).
 GY0634
 GY0634.The modeled gravity was interpolated from observed gravity values.
 GY0634
 GY0634;                    North         East    Units  Estimated Accuracy
 GY0634;SPC VA S     - 1,119,200.    3,184,860.      MT  (+/- 180 meters Scaled)
 GY0634
 GY0634                          SUPERSEDED SURVEY CONTROL
 GY0634
 GY0634  NGVD 29 (??/??/92)  474.124  (m)         1555.52   (f) ADJ UNCH    2 0
 GY0634
 GY0634.Superseded values are not recommended for survey control.
 GY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0634.See file dsdata.txt to determine how the superseded data were derived.
 GY0634
 GY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB062346(NAD 83)
 GY0634_MARKER: DB = BENCH MARK DISK
 GY0634_SETTING: 66 = SET IN ROCK OUTCROP
 GY0634_SP_SET: ROCK CUT
 GY0634_STAMPING: E 317 1952 1555.522
 GY0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0634+STABILITY: POSITION/ELEVATION WELL
 GY0634
 GY0634  HISTORY     - Date     Condition        Report By
 GY0634  HISTORY     - 1952     MONUMENTED       CGS
 GY0634  HISTORY     - 1956     GOOD             NGS
 GY0634
 GY0634                          STATION DESCRIPTION
 GY0634
 GY0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0634'0.8 MI E FROM HOME CREEK.
 GY0634'0.75 MILE EAST OF THE POST OFFICE AND MINE COMMISSARY AT HOME
 GY0634'CREEK, ALONG COUNTY ROAD 650, 0.1 MILE WEST OF A BRICK SCHOOL
 GY0634'WHICH IS ON TOP OF A HILL ON SOUTH SIDE OF ROAD, ABOUT 0.35 MILE
 GY0634'EAST OF THE TOP OF A HILL, SET VERTICALLY IN THE NORTH FACE OF
 GY0634'ROCK CUT, 33 FEET SOUTH OF THE CENTER OF ROAD, ABOUT 45 YARDS EAST
 GY0634'OF WEST END OF CUT AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0959 ***********************************************************************
 GY0959  DESIGNATION -  E 318
 GY0959  PID         -  GY0959
 GY0959  STATE/COUNTY-  VA/WISE
 GY0959  USGS QUAD   -  FLAT GAP (1978)
 GY0959
 GY0959                         *CURRENT SURVEY CONTROL
 GY0959  ___________________________________________________________________
 GY0959* NAD 83(1986)-  37 06 01.     (N)    082 39 50.     (W)     SCALED    
 GY0959* NAVD 88     -       492.936  (meters)    1617.24   (feet)  ADJUSTED  
 GY0959  ___________________________________________________________________
 GY0959  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 GY0959  DYNAMIC HT  -         492.513 (meters)    1615.85  (feet)  COMP
 GY0959  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 GY0959
 GY0959  VERT ORDER  -  SECOND    CLASS 0
 GY0959
 GY0959.The horizontal coordinates were scaled from a topographic map and have
 GY0959.an estimated accuracy of +/- 6 seconds.
 GY0959
 GY0959.The orthometric height was determined by differential leveling
 GY0959.and adjusted by the National Geodetic Survey in June 1991..
 GY0959
 GY0959.The geoid height was determined by GEOID03.
 GY0959
 GY0959.The dynamic height is computed by dividing the NAVD 88
 GY0959.geopotential number by the normal gravity value computed on the
 GY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0959.degrees latitude (g = 980.6199 gals.).
 GY0959
 GY0959.The modeled gravity was interpolated from observed gravity values.
 GY0959
 GY0959;                    North         East    Units  Estimated Accuracy
 GY0959;SPC VA S     - 1,093,270.    3,129,990.      MT  (+/- 180 meters Scaled)
 GY0959
 GY0959                          SUPERSEDED SURVEY CONTROL
 GY0959
 GY0959  NGVD 29 (??/??/92)  493.082  (m)         1617.72   (f) ADJ UNCH    2 0
 GY0959
 GY0959.Superseded values are not recommended for survey control.
 GY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0959.See file dsdata.txt to determine how the superseded data were derived.
 GY0959
 GY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB521072(NAD 83)
 GY0959_MARKER: DB = BENCH MARK DISK
 GY0959_SETTING: 66 = SET IN ROCK OUTCROP
 GY0959_SP_SET: ROCK CLIFF
 GY0959_STAMPING: E 318 1953 1617.720
 GY0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0959+STABILITY: POSITION/ELEVATION WELL
 GY0959
 GY0959  HISTORY     - Date     Condition        Report By
 GY0959  HISTORY     - 1953     MONUMENTED       CGS
 GY0959  HISTORY     - 1956     GOOD             NGS
 GY0959
 GY0959                          STATION DESCRIPTION
 GY0959
 GY0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0959'5.8 MI SW FROM POUND.
 GY0959'1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 GY0959'STATE HIGHWAY 83 AT POUND, THENCE 4.45 MILES WEST AND SOUTHWEST
 GY0959'ALONG COUNTY ROAD NO. 630, THENCE 0.1 MILE NORTHWEST ALONG COUNTY
 GY0959'ROAD 671, ABOUT 135 YARDS NORTHWEST ALONG ROAD 671 FROM JUNCTION
 GY0959'OF ROAD 630, SET VERTICALLY IN THE NORTHEAST FACE OF A 2-FOOT
 GY0959'HIGH ROCK AT THE SOUTHEAST END OF A 7-FOOT HIGH ROCK CLIFF, 12
 GY0959'FEET SOUTHWEST OF CENTER OF ROAD, 16 YARDS NORTHWEST OF THE TOP
 GY0959'OF A LOW GRADE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 GY0959'IS 3.9 MILES NORTHEAST AND SOUTHEAST ALONG COUNTY ROAD 671, FROM
 GY0959'THE JUNCTION OF COUNTY ROAD 707 AND POST OFFICE AT FLAT GAP, WISE
 GY0959'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0982 ***********************************************************************
 GY0982  DESIGNATION -  E 319
 GY0982  PID         -  GY0982
 GY0982  STATE/COUNTY-  VA/WISE
 GY0982  USGS QUAD   -  FLAT GAP (1978)
 GY0982
 GY0982                         *CURRENT SURVEY CONTROL
 GY0982  ___________________________________________________________________
 GY0982* NAD 83(1986)-  37 04 48.     (N)    082 39 35.     (W)     SCALED    
 GY0982* NAVD 88     -       518.441  (meters)    1700.92   (feet)  ADJUSTED  
 GY0982  ___________________________________________________________________
 GY0982  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GY0982  DYNAMIC HT  -         517.993 (meters)    1699.45  (feet)  COMP
 GY0982  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 GY0982
 GY0982  VERT ORDER  -  SECOND    CLASS 0
 GY0982
 GY0982.The horizontal coordinates were scaled from a topographic map and have
 GY0982.an estimated accuracy of +/- 6 seconds.
 GY0982
 GY0982.The orthometric height was determined by differential leveling
 GY0982.and adjusted by the National Geodetic Survey in June 1991..
 GY0982
 GY0982.The geoid height was determined by GEOID03.
 GY0982
 GY0982.The dynamic height is computed by dividing the NAVD 88
 GY0982.geopotential number by the normal gravity value computed on the
 GY0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0982.degrees latitude (g = 980.6199 gals.).
 GY0982
 GY0982.The modeled gravity was interpolated from observed gravity values.
 GY0982
 GY0982;                    North         East    Units  Estimated Accuracy
 GY0982;SPC VA S     - 1,091,010.    3,130,260.      MT  (+/- 180 meters Scaled)
 GY0982
 GY0982                          SUPERSEDED SURVEY CONTROL
 GY0982
 GY0982  NGVD 29 (??/??/92)  518.585  (m)         1701.39   (f) ADJ UNCH    2 0
 GY0982
 GY0982.Superseded values are not recommended for survey control.
 GY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0982.See file dsdata.txt to determine how the superseded data were derived.
 GY0982
 GY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB524050(NAD 83)
 GY0982_MARKER: DB = BENCH MARK DISK
 GY0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0982_SP_SET: STEP
 GY0982_STAMPING: E 319 1953 1701.391
 GY0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0982
 GY0982  HISTORY     - Date     Condition        Report By
 GY0982  HISTORY     - 1953     MONUMENTED       CGS
 GY0982  HISTORY     - 1956     GOOD             NGS
 GY0982
 GY0982                          STATION DESCRIPTION
 GY0982
 GY0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0982'AT DEWEY.
 GY0982'AT DEWEY, 0.15 MILE NORTHEAST ALONG COUNTY ROAD 620 FROM SCHOOL,
 GY0982'ABOUT 30 YARDS NORTH OF JUNCTION OF COUNTY ROAD 627 EAST, ABOUT 60
 GY0982'YARDS NORTH OF M.L. COUNTISS STORE, IN FRONT AND WEST OF THE
 GY0982'COUNTISS RESIDENCE, SET IN THE TOP OF THE NORTHWEST CORNER OF
 GY0982'THE SOUTH TOP LANDING OF CONCRETE STEPS LEADING DOWN TO HOUSE,
 GY0982'17 FEET EAST OF THE CENTER OF ROAD, ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0545 ***********************************************************************
 FZ0545  DESIGNATION -  E 32
 FZ0545  PID         -  FZ0545
 FZ0545  STATE/COUNTY-  VA/CARROLL
 FZ0545  USGS QUAD   -  CANA (1985)
 FZ0545
 FZ0545                         *CURRENT SURVEY CONTROL
 FZ0545  ___________________________________________________________________
 FZ0545* NAD 83(1986)-  36 35 15.     (N)    080 40 07.     (W)     SCALED    
 FZ0545* NAVD 88     -       426.365  (meters)    1398.83   (feet)  POSTED    
 FZ0545  ___________________________________________________________________
 FZ0545  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 FZ0545  DYNAMIC HT  -         425.970 (meters)    1397.54  (feet)  COMP
 FZ0545  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 FZ0545
 FZ0545  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FZ0545
 FZ0545.The horizontal coordinates were scaled from a topographic map and have
 FZ0545.an estimated accuracy of +/- 6 seconds.
 FZ0545
 FZ0545.The orthometric height was determined by differential leveling
 FZ0545.and adjusted by the National Geodetic Survey in 1992..
 FZ0545.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FZ0545.rate of 1.1 thru 2.0 mm/km.
 FZ0545
 FZ0545.The geoid height was determined by GEOID03.
 FZ0545
 FZ0545.The dynamic height is computed by dividing the NAVD 88
 FZ0545.geopotential number by the normal gravity value computed on the
 FZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0545.degrees latitude (g = 980.6199 gals.).
 FZ0545
 FZ0545.The modeled gravity was interpolated from observed gravity values.
 FZ0545
 FZ0545;                    North         East    Units  Estimated Accuracy
 FZ0545;SPC VA S     - 1,030,440.    3,305,940.      MT  (+/- 180 meters Scaled)
 FZ0545
 FZ0545                          SUPERSEDED SURVEY CONTROL
 FZ0545
 FZ0545  NGVD 29 (??/??/92)  426.529  (m)         1399.37   (f) ADJ UNCH    2 0
 FZ0545
 FZ0545.Superseded values are not recommended for survey control.
 FZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0545.See file dsdata.txt to determine how the superseded data were derived.
 FZ0545
 FZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA296491(NAD 83)
 FZ0545_MARKER: DB = BENCH MARK DISK
 FZ0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0545_STAMPING: E 32 1933
 FZ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0545
 FZ0545  HISTORY     - Date     Condition        Report By
 FZ0545  HISTORY     - 1933     MONUMENTED       CGS
 FZ0545  HISTORY     - 1934     GOOD             NGS
 FZ0545
 FZ0545                          STATION DESCRIPTION
 FZ0545
 FZ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0545'7.3 MI N FROM MT AIRY.
 FZ0545'IN CARROLL COUNTY, VIRGINIA, ABOUT 7 1/2 MILES NORTHWEST ALONG
 FZ0545'U.S. HIGHWAY 121 FROM MOUNT AIRY, SURRY COUNTY, NORTH CAROLINA,
 FZ0545'ABOUT 600 YARDS SOUTH OF THE D.C. DOWELL GROCERY STORE AND FILLING
 FZ0545'STATION, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-ROOM
 FZ0545'LOG CABIN, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST HEAD WALL,
 FZ0545'9 FEET EAST OF THE EAST EDGE OF THE PAVEMENT, AND ABOUT 6 INCHES
 FZ0545'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 32 1933.
 FZ0545
 FZ0545                          STATION RECOVERY (1934)
 FZ0545
 FZ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FZ0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1339 ***********************************************************************
 GA1339  DESIGNATION -  E 320
 GA1339  PID         -  GA1339
 GA1339  STATE/COUNTY-  VA/WISE
 GA1339  USGS QUAD   -  APPALACHIA (1991)
 GA1339
 GA1339                         *CURRENT SURVEY CONTROL
 GA1339  ___________________________________________________________________
 GA1339* NAD 83(1986)-  36 55 30.     (N)    082 50 22.     (W)     SCALED    
 GA1339* NAVD 88     -       813.249  (meters)    2668.13   (feet)  ADJUSTED  
 GA1339  ___________________________________________________________________
 GA1339  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA1339  DYNAMIC HT  -         812.504 (meters)    2665.69  (feet)  COMP
 GA1339  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 GA1339
 GA1339  VERT ORDER  -  SECOND    CLASS 0
 GA1339
 GA1339.The horizontal coordinates were scaled from a topographic map and have
 GA1339.an estimated accuracy of +/- 6 seconds.
 GA1339
 GA1339.The orthometric height was determined by differential leveling
 GA1339.and adjusted by the National Geodetic Survey in June 1991..
 GA1339
 GA1339.The geoid height was determined by GEOID03.
 GA1339
 GA1339.The dynamic height is computed by dividing the NAVD 88
 GA1339.geopotential number by the normal gravity value computed on the
 GA1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1339.degrees latitude (g = 980.6199 gals.).
 GA1339
 GA1339.The modeled gravity was interpolated from observed gravity values.
 GA1339
 GA1339;                    North         East    Units  Estimated Accuracy
 GA1339;SPC VA S     - 1,074,540.    3,113,510.      MT  (+/- 180 meters Scaled)
 GA1339
 GA1339                          SUPERSEDED SURVEY CONTROL
 GA1339
 GA1339  NGVD 29 (??/??/92)  813.345  (m)         2668.45   (f) ADJ UNCH    2 0
 GA1339
 GA1339.Superseded values are not recommended for survey control.
 GA1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1339.See file dsdata.txt to determine how the superseded data were derived.
 GA1339
 GA1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA361881(NAD 83)
 GA1339_MARKER: DB = BENCH MARK DISK
 GA1339_SETTING: 66 = SET IN ROCK OUTCROP
 GA1339_SP_SET: ROCK CUT
 GA1339_STAMPING: E 320 1953 2668.449
 GA1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1339+STABILITY: POSITION/ELEVATION WELL
 GA1339
 GA1339  HISTORY     - Date     Condition        Report By
 GA1339  HISTORY     - 1953     MONUMENTED       CGS
 GA1339  HISTORY     - 1956     GOOD             NGS
 GA1339
 GA1339                          STATION DESCRIPTION
 GA1339
 GA1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1339'5.6 MI W FROM APPALACHIA.
 GA1339'5.55 MILES WEST ALONG STATE HIGHWAY 160 FROM JUNCTION OF U.S.
 GA1339'HIGHWAY 23 AND HIGH SCHOOL AT APPALACHIA, ABOUT 225 YARDS
 GA1339'NORTHWEST OF A SHARP TURN IN THE HIGHWAY WITH TANGENTS EXTENDING
 GA1339'NORTHWEST AND WEST, ON THE EAST SLOPE OF BLACK MOUNTAIN, SET
 GA1339'VERTICALLY IN THE SOUTHWEST FACE OF TAN ROCK AT THE BOTTOM OF A
 GA1339'25-FOOT HIGH ROCK CUT, 27 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 GA1339'AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1587 ***********************************************************************
 GA1587  DESIGNATION -  E 321
 GA1587  PID         -  GA1587
 GA1587  STATE/COUNTY-  VA/LEE
 GA1587  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1587
 GA1587                         *CURRENT SURVEY CONTROL
 GA1587  ___________________________________________________________________
 GA1587* NAD 83(1986)-  36 46 18.     (N)    083 03 58.     (W)     SCALED    
 GA1587* NAVD 88     -       461.907  (meters)    1515.44   (feet)  ADJUSTED  
 GA1587  ___________________________________________________________________
 GA1587  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1587  DYNAMIC HT  -         461.499 (meters)    1514.10  (feet)  COMP
 GA1587  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GA1587
 GA1587  VERT ORDER  -  SECOND    CLASS 0
 GA1587
 GA1587.The horizontal coordinates were scaled from a topographic map and have
 GA1587.an estimated accuracy of +/- 6 seconds.
 GA1587
 GA1587.The orthometric height was determined by differential leveling
 GA1587.and adjusted by the National Geodetic Survey in June 1991..
 GA1587
 GA1587.The geoid height was determined by GEOID03.
 GA1587
 GA1587.The dynamic height is computed by dividing the NAVD 88
 GA1587.geopotential number by the normal gravity value computed on the
 GA1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1587.degrees latitude (g = 980.6199 gals.).
 GA1587
 GA1587.The modeled gravity was interpolated from observed gravity values.
 GA1587
 GA1587;                    North         East    Units  Estimated Accuracy
 GA1587;SPC VA S     - 1,058,500.    3,092,510.      MT  (+/- 180 meters Scaled)
 GA1587
 GA1587                          SUPERSEDED SURVEY CONTROL
 GA1587
 GA1587  NGVD 29 (??/??/92)  462.037  (m)         1515.87   (f) ADJ UNCH    2 0
 GA1587
 GA1587.Superseded values are not recommended for survey control.
 GA1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1587.See file dsdata.txt to determine how the superseded data were derived.
 GA1587
 GA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA156715(NAD 83)
 GA1587_MARKER: DB = BENCH MARK DISK
 GA1587_SETTING: 66 = SET IN ROCK OUTCROP
 GA1587_SP_SET: CUT
 GA1587_STAMPING: E 321 1953 1515.866
 GA1587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1587+STABILITY: POSITION/ELEVATION WELL
 GA1587
 GA1587  HISTORY     - Date     Condition        Report By
 GA1587  HISTORY     - 1953     MONUMENTED       CGS
 GA1587  HISTORY     - 1956     GOOD             NGS
 GA1587
 GA1587                          STATION DESCRIPTION
 GA1587
 GA1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1587'3.6 MI NW FROM PENNINGTON GAP.
 GA1587'ABOUT 3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1587'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, ABOUT 0.65 MILE
 GA1587'WEST OF THE JUNCTION OF STATE HIGHWAY 352 LEADING NORTHWEST TO
 GA1587'ST. CHARLES, ABOUT 0.9 MILE WEST OF THE JUNCTION OF COUNTY ROAD
 GA1587'NO. 606 LEADING EAST TO KEOKEE, 112 YARDS EAST OF A CULVERT FOR
 GA1587'LADY BRANCH, SET VERTICALLY IN THE SOUTH FACE OF A ROCK IN A
 GA1587'10-FOOT HIGH ROCK CUT, 17 FEET WEST OF THE NORTH END OF A 12-INCH
 GA1587'PIPE CULVERT WITH HEAD WALLS, 21 FEET NORTH OF CENTER LINE OF
 GA1587'HIGHWAY, 55 1/2 FEET NORTHEAST OF CENTER OF JUNCTION OF A DRIVE
 GA1587'LEADING SOUTH ACROSS A WOODEN BRIDGE TO HOUSES AND ABOUT 4 FEET
 GA1587'ABOVE LEVEL OF HIGHWAY.
 GA1587
 GA1587                          STATION RECOVERY (1956)
 GA1587
 GA1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1297 ***********************************************************************
 GA1297  DESIGNATION -  E 322
 GA1297  PID         -  GA1297
 GA1297  STATE/COUNTY-  VA/LEE
 GA1297  USGS QUAD   -  KEOKEE (1978)
 GA1297
 GA1297                         *CURRENT SURVEY CONTROL
 GA1297  ___________________________________________________________________
 GA1297* NAD 83(1986)-  36 51 55.     (N)    082 53 54.     (W)     SCALED    
 GA1297* NAVD 88     -       653.928  (meters)    2145.43   (feet)  ADJUSTED  
 GA1297  ___________________________________________________________________
 GA1297  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1297  DYNAMIC HT  -         653.336 (meters)    2143.49  (feet)  COMP
 GA1297  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 GA1297
 GA1297  VERT ORDER  -  SECOND    CLASS 0
 GA1297
 GA1297.The horizontal coordinates were scaled from a topographic map and have
 GA1297.an estimated accuracy of +/- 6 seconds.
 GA1297
 GA1297.The orthometric height was determined by differential leveling
 GA1297.and adjusted by the National Geodetic Survey in June 1991..
 GA1297
 GA1297.The geoid height was determined by GEOID03.
 GA1297
 GA1297.The dynamic height is computed by dividing the NAVD 88
 GA1297.geopotential number by the normal gravity value computed on the
 GA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1297.degrees latitude (g = 980.6199 gals.).
 GA1297
 GA1297.The modeled gravity was interpolated from observed gravity values.
 GA1297
 GA1297;                    North         East    Units  Estimated Accuracy
 GA1297;SPC VA S     - 1,068,170.    3,107,960.      MT  (+/- 180 meters Scaled)
 GA1297
 GA1297                          SUPERSEDED SURVEY CONTROL
 GA1297
 GA1297  NGVD 29 (??/??/92)  654.034  (m)         2145.78   (f) ADJ UNCH    2 0
 GA1297
 GA1297.Superseded values are not recommended for survey control.
 GA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1297.See file dsdata.txt to determine how the superseded data were derived.
 GA1297
 GA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA307816(NAD 83)
 GA1297_MARKER: DB = BENCH MARK DISK
 GA1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1297_SP_SET: BUILDING
 GA1297_STAMPING: E 322 1953
 GA1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1297
 GA1297  HISTORY     - Date     Condition        Report By
 GA1297  HISTORY     - 1953     MONUMENTED       CGS
 GA1297  HISTORY     - 1956     GOOD             NGS
 GA1297
 GA1297                          STATION DESCRIPTION
 GA1297
 GA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1297'AT KEOKEE.
 GA1297'AT KEOKEE, ALONG COUNTY ROAD 606, SET VERTICALLY IN NORTH
 GA1297'FACE OF BRICK HIGH SCHOOL BUILDING, 1 FOOT WEST OF NORTHEAST
 GA1297'CORNER OF BUILDING, 44 FEET SOUTH OF CENTER LINE OF ROAD 606,
 GA1297'AND ABOUT 5 FEET ABOVE GROUND.
 GA1297
 GA1297                          STATION RECOVERY (1956)
 GA1297
 GA1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0418 ***********************************************************************
 FX0418  DESIGNATION -  E 323
 FX0418  PID         -  FX0418
 FX0418  STATE/COUNTY-  VA/C OF NORFOLK
 FX0418  USGS QUAD   -  BOWERS HILL (1986)
 FX0418
 FX0418                         *CURRENT SURVEY CONTROL
 FX0418  ___________________________________________________________________
 FX0418* NAD 83(1986)-  36 46 58.     (N)    076 23 56.     (W)     SCALED    
 FX0418* NAVD 88     -         5.722  (meters)      18.77   (feet)  POSTED    
 FX0418  ___________________________________________________________________
 FX0418  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX0418  DYNAMIC HT  -           5.720 (meters)      18.77  (feet)  COMP
 FX0418  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 FX0418
 FX0418  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0418
 FX0418.The horizontal coordinates were scaled from a topographic map and have
 FX0418.an estimated accuracy of +/- 6 seconds.
 FX0418
 FX0418.The orthometric height was determined by differential leveling
 FX0418.and adjusted by the National Geodetic Survey in 1992..
 FX0418.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0418.rate of 2.1 thru 3.0 mm/km.
 FX0418
 FX0418.The geoid height was determined by GEOID03.
 FX0418
 FX0418.The dynamic height is computed by dividing the NAVD 88
 FX0418.geopotential number by the normal gravity value computed on the
 FX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0418.degrees latitude (g = 980.6199 gals.).
 FX0418
 FX0418.The modeled gravity was interpolated from observed gravity values.
 FX0418
 FX0418;                    North         East    Units  Estimated Accuracy
 FX0418;SPC VA S     - 1,051,960.    3,687,540.      MT  (+/- 180 meters Scaled)
 FX0418
 FX0418                          SUPERSEDED SURVEY CONTROL
 FX0418
 FX0418  NGVD 29 (??/??/92)    5.986  (m)           19.64   (f) ADJ UNCH    1 2
 FX0418
 FX0418.Superseded values are not recommended for survey control.
 FX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0418.See file dsdata.txt to determine how the superseded data were derived.
 FX0418
 FX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF751716(NAD 83)
 FX0418_MARKER: DB = BENCH MARK DISK
 FX0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0418_SP_SET: PIER
 FX0418_STAMPING: E 323 1953
 FX0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0418
 FX0418  HISTORY     - Date     Condition        Report By
 FX0418  HISTORY     - 1953     MONUMENTED       CGS
 FX0418  HISTORY     - 1960     GOOD             NGS
 FX0418  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX0418
 FX0418                          STATION DESCRIPTION
 FX0418
 FX0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0418'AT SUNRAY.
 FX0418'0.7 MILE EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 FX0418'SUNRAY, 0.15 MILE EAST OF MILE POST 13, AT THE OVERPASS OF U.S.
 FX0418'HIGHWAY 460 OVER THE TRACK, SET VERTICALLY IN THE NORTH FACE OF
 FX0418'SOUTH PIER OF HIGHWAY OVERPASS, 22 FEET SOUTH OF SOUTH RAIL,
 FX0418'6-1/2 FEET EAST OF WEST END OF PIER AND 1-1/2 FEET ABOVE
 FX0418'LEVEL OF TRACK.  NOTE-- MARK PROJECTS 2.50 FEET ABOVE GROUND, 34
 FX0418'FEET NORTHWEST TO THE CENTERLINE OF THE HIGHWAY AND RAILROAD
 FX0418'TRACK ON RAILROAD. = - 1.20 FEET.
 FX0418
 FX0418                          STATION RECOVERY (1978)
 FX0418
 FX0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0418'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0884 ***********************************************************************
 FX0884  DESIGNATION -  E 324
 FX0884  PID         -  FX0884
 FX0884  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0884  USGS QUAD   -  CHUCKATUCK (1990)
 FX0884
 FX0884                         *CURRENT SURVEY CONTROL
 FX0884  ___________________________________________________________________
 FX0884* NAD 83(1986)-  36 45 49.     (N)    076 35 11.     (W)     SCALED    
 FX0884* NAVD 88     -        13.549  (meters)      44.45   (feet)  ADJUSTED  
 FX0884  ___________________________________________________________________
 FX0884  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 FX0884  DYNAMIC HT  -          13.538 (meters)      44.42  (feet)  COMP
 FX0884  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 FX0884
 FX0884  VERT ORDER  -  FIRST     CLASS II
 FX0884
 FX0884.The horizontal coordinates were scaled from a topographic map and have
 FX0884.an estimated accuracy of +/- 6 seconds.
 FX0884
 FX0884.The orthometric height was determined by differential leveling
 FX0884.and adjusted by the National Geodetic Survey in June 1991..
 FX0884
 FX0884.The geoid height was determined by GEOID03.
 FX0884
 FX0884.The dynamic height is computed by dividing the NAVD 88
 FX0884.geopotential number by the normal gravity value computed on the
 FX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0884.degrees latitude (g = 980.6199 gals.).
 FX0884
 FX0884.The modeled gravity was interpolated from observed gravity values.
 FX0884
 FX0884;                    North         East    Units  Estimated Accuracy
 FX0884;SPC VA S     - 1,049,480.    3,670,850.      MT  (+/- 180 meters Scaled)
 FX0884
 FX0884                          SUPERSEDED SURVEY CONTROL
 FX0884
 FX0884  NGVD 29 (??/??/92)   13.950  (m)           45.77   (f) ADJ UNCH    1 2
 FX0884
 FX0884.Superseded values are not recommended for survey control.
 FX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0884.See file dsdata.txt to determine how the superseded data were derived.
 FX0884
 FX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF584698(NAD 83)
 FX0884_MARKER: DB = BENCH MARK DISK
 FX0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0884_STAMPING: E 324 1953
 FX0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0884+STABILITY: SURFACE MOTION
 FX0884
 FX0884  HISTORY     - Date     Condition        Report By
 FX0884  HISTORY     - 1953     MONUMENTED       CGS
 FX0884  HISTORY     - 1960     GOOD             NGS
 FX0884
 FX0884                          STATION DESCRIPTION
 FX0884
 FX0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0884'1.8 MI N FROM SUFFOLK.
 FX0884'1.5 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE
 FX0884'JUNCTION OF U.S. HIGHWAY 58 AND THE COURT HOUSE AT
 FX0884'SUFFOLK, THENCE ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 32,
 FX0884'28 FEET EAST OF CENTER LINE OF HIGHWAY, 62 1/2 FEET NORTH OF
 FX0884'TELEPHONE POLE NO. 571, 41 FEET WEST OF A LONE 26-INCH GUM
 FX0884'TREE, 32 FEET SOUTHWEST OF SOUTHWEST CORNER OF MOOSE LODGE,
 FX0884'10 1/2 FEET SOUTH-SOUTHEAST OF SOUTH END OF A 12-INCH PIPE
 FX0884'CULVERT UNDER ENTRANCE DRIVE TO MOOSE LODGE, 1 1/2 FEET SOUTH
 FX0884'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 FX0884'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. THE WITNESS
 FX0884'POST WAS REPLACED BY A USC AND GS WITNESS SIGN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0885 ***********************************************************************
 FX0885  DESIGNATION -  E 324 RESET 1970
 FX0885  PID         -  FX0885
 FX0885  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0885  USGS QUAD   -  CHUCKATUCK (1990)
 FX0885
 FX0885                         *CURRENT SURVEY CONTROL
 FX0885  ___________________________________________________________________
 FX0885* NAD 83(1986)-  36 45 49.     (N)    076 35 11.     (W)     SCALED    
 FX0885* NAVD 88     -        13.63   (meters)      44.7    (feet)  RESET     
 FX0885  ___________________________________________________________________
 FX0885  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 FX0885
 FX0885  VERT ORDER  -  THIRD
 FX0885
 FX0885.The horizontal coordinates were scaled from a topographic map and have
 FX0885.an estimated accuracy of +/- 6 seconds.
 FX0885
 FX0885.The orthometric height was computed from unverified reset data.
 FX0885.No vertical observational check was made to the station.
 FX0885
 FX0885.The geoid height was determined by GEOID03.
 FX0885
 FX0885;                    North         East    Units  Estimated Accuracy
 FX0885;SPC VA S     - 1,049,480.    3,670,850.      MT  (+/- 180 meters Scaled)
 FX0885
 FX0885                          SUPERSEDED SURVEY CONTROL
 FX0885
 FX0885  NGVD 29 (??/??/??)   14.04   (m)           46.1    (f) RESET       3  
 FX0885
 FX0885.Superseded values are not recommended for survey control.
 FX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0885.See file dsdata.txt to determine how the superseded data were derived.
 FX0885
 FX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF584698(NAD 83)
 FX0885_MARKER: DB = BENCH MARK DISK
 FX0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0885_STAMPING: E 324 RESET 1970
 FX0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0885+STABILITY: SURFACE MOTION
 FX0885
 FX0885  HISTORY     - Date     Condition        Report By
 FX0885  HISTORY     - 1970     MONUMENTED       NGS
 FX0885
 FX0885                          STATION DESCRIPTION
 FX0885
 FX0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FX0885'1.8 MI N FROM SUFFOLK.
 FX0885'1.5 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE
 FX0885'JUNCTION OF U.S. HIGHWAY 58 AND THE COURT HOUSE AT SUFFOLK,
 FX0885'THENCE ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 32, 38 FEET
 FX0885'EAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF A 36
 FX0885'INCH GUM TREE, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FX0885'CINDER BLOCK BUILDING, 3 FEET NORTHEAST OF A TELEPHONE CABLE
 FX0885'BOX AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0867 ***********************************************************************
 FX0867  DESIGNATION -  E 325
 FX0867  PID         -  FX0867
 FX0867  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0867  USGS QUAD   -  BUCKHORN (1986)
 FX0867
 FX0867                         *CURRENT SURVEY CONTROL
 FX0867  ___________________________________________________________________
 FX0867* NAD 83(1986)-  36 43 51.     (N)    076 37 39.     (W)     SCALED    
 FX0867* NAVD 88     -        19.648  (meters)      64.46   (feet)  ADJUSTED  
 FX0867  ___________________________________________________________________
 FX0867  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 FX0867  DYNAMIC HT  -          19.633 (meters)      64.41  (feet)  COMP
 FX0867  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 FX0867
 FX0867  VERT ORDER  -  FIRST     CLASS II
 FX0867
 FX0867.The horizontal coordinates were scaled from a topographic map and have
 FX0867.an estimated accuracy of +/- 6 seconds.
 FX0867
 FX0867.The orthometric height was determined by differential leveling
 FX0867.and adjusted by the National Geodetic Survey in June 1991..
 FX0867
 FX0867.The geoid height was determined by GEOID03.
 FX0867
 FX0867.The dynamic height is computed by dividing the NAVD 88
 FX0867.geopotential number by the normal gravity value computed on the
 FX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0867.degrees latitude (g = 980.6199 gals.).
 FX0867
 FX0867.The modeled gravity was interpolated from observed gravity values.
 FX0867
 FX0867;                    North         East    Units  Estimated Accuracy
 FX0867;SPC VA S     - 1,045,770.    3,667,250.      MT  (+/- 180 meters Scaled)
 FX0867
 FX0867                          SUPERSEDED SURVEY CONTROL
 FX0867
 FX0867  NGVD 29 (??/??/92)   20.090  (m)           65.91   (f) ADJ UNCH    1 2
 FX0867
 FX0867.Superseded values are not recommended for survey control.
 FX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0867.See file dsdata.txt to determine how the superseded data were derived.
 FX0867
 FX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF546662(NAD 83)
 FX0867_MARKER: DB = BENCH MARK DISK
 FX0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0867_SP_SET: BRIDGE
 FX0867_STAMPING: E 325 1953
 FX0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0867
 FX0867  HISTORY     - Date     Condition        Report By
 FX0867  HISTORY     - 1953     MONUMENTED       CGS
 FX0867  HISTORY     - 1960     GOOD             NGS
 FX0867  HISTORY     - 1978     GOOD             NGS
 FX0867
 FX0867                          STATION DESCRIPTION
 FX0867
 FX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0867'2.6 MI W FROM SUFFOLK.
 FX0867'2.6 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0867'STATION AT SUFFOLK, AT THE OVERPASS OF THE NORFOLK AND WESTERN
 FX0867'RAILWAY OVER THE S.A.L. RY., SET VERTICALLY IN THE SOUTHEAST FACE
 FX0867'OF THE NORTHEAST WING WALL OF OVERPASS, 8 FEET NORTH OF NORTH RAIL,
 FX0867'3 1/2 FEET NORTHEAST OF SOUTHEAST CORNER OF ABUTMENT OF OVERPASS
 FX0867'AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 FX0867
 FX0867                          STATION RECOVERY (1960)
 FX0867
 FX0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0867'RECOVERED IN GOOD CONDITION.
 FX0867
 FX0867                          STATION RECOVERY (1978)
 FX0867
 FX0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1986 ***********************************************************************
 GX1986  DESIGNATION -  E 326
 GX1986  PID         -  GX1986
 GX1986  STATE/COUNTY-  VA/TAZEWELL
 GX1986  USGS QUAD   -  AMONATE (1977)
 GX1986
 GX1986                         *CURRENT SURVEY CONTROL
 GX1986  ___________________________________________________________________
 GX1986* NAD 83(1986)-  37 08 40.     (N)    081 39 55.     (W)     SCALED    
 GX1986* NAVD 88     -       651.501  (meters)    2137.47   (feet)  ADJUSTED  
 GX1986  ___________________________________________________________________
 GX1986  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GX1986  DYNAMIC HT  -         650.928 (meters)    2135.59  (feet)  COMP
 GX1986  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GX1986
 GX1986  VERT ORDER  -  SECOND    CLASS 0
 GX1986
 GX1986.The horizontal coordinates were scaled from a topographic map and have
 GX1986.an estimated accuracy of +/- 6 seconds.
 GX1986
 GX1986.The orthometric height was determined by differential leveling
 GX1986.and adjusted by the National Geodetic Survey in June 1991..
 GX1986
 GX1986.The geoid height was determined by GEOID03.
 GX1986
 GX1986.The dynamic height is computed by dividing the NAVD 88
 GX1986.geopotential number by the normal gravity value computed on the
 GX1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1986.degrees latitude (g = 980.6199 gals.).
 GX1986
 GX1986.The modeled gravity was interpolated from observed gravity values.
 GX1986
 GX1986;                    North         East    Units  Estimated Accuracy
 GX1986;SPC VA S     - 1,094,730.    3,218,850.      MT  (+/- 180 meters Scaled)
 GX1986
 GX1986                          SUPERSEDED SURVEY CONTROL
 GX1986
 GX1986  NGVD 29 (??/??/92)  651.631  (m)         2137.89   (f) ADJ UNCH    2 0
 GX1986
 GX1986.Superseded values are not recommended for survey control.
 GX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1986.See file dsdata.txt to determine how the superseded data were derived.
 GX1986
 GX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB409111(NAD 83)
 GX1986_MARKER: DB = BENCH MARK DISK
 GX1986_SETTING: 80 = SET IN A BOULDER
 GX1986_STAMPING: E 326 1958
 GX1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1986+STABILITY: SURFACE MOTION
 GX1986
 GX1986  HISTORY     - Date     Condition        Report By
 GX1986  HISTORY     - 1958     MONUMENTED       CGS
 GX1986
 GX1986                          STATION DESCRIPTION
 GX1986
 GX1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1986'3 MI E FROM BANDY.
 GX1986'0.95 MILE SOUTH ALONG ROAD NO. 627 FROM THE POST OFFICE AT
 GX1986'BANDY, THENCE ABOUT 2.1 MILES NORTHEAST ALONG ROAD NO. 626, NEAR
 GX1986'THE TOP OF A VERY STEEP GRADE, 35 YARDS NORTH OF A 32-INCH WALNUT
 GX1986'TREE, IN THE TOP OF A 3 BY 3-FOOT EMBEDDED BOULDER, 10 FEET
 GX1986'WEST OF CENTER LINE OF ROAD, 34 FEET SOUTHWEST OF CENTER OF A
 GX1986'GATE TO A PASTURE, 15 FEET SOUTH OF A GROUP OF FIVE SMALL ASH
 GX1986'TREES, 8 FEET WEST OF EAST FACE ON A BOULDER, 18 FEET SOUTH OF
 GX1986'NORTH FACE OF A BOULDER AND 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1358 ***********************************************************************
 GX1358  DESIGNATION -  E 327
 GX1358  PID         -  GX1358
 GX1358  STATE/COUNTY-  VA/TAZEWELL
 GX1358  USGS QUAD   -  TIPTOP (1976)
 GX1358
 GX1358                         *CURRENT SURVEY CONTROL
 GX1358  ___________________________________________________________________
 GX1358* NAD 83(1986)-  37 12 50.     (N)    081 26 02.     (W)     SCALED    
 GX1358* NAVD 88     -       892.484  (meters)    2928.09   (feet)  ADJUSTED  
 GX1358  ___________________________________________________________________
 GX1358  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GX1358  DYNAMIC HT  -         891.675 (meters)    2925.44  (feet)  COMP
 GX1358  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 GX1358
 GX1358  VERT ORDER  -  SECOND    CLASS 0
 GX1358
 GX1358.The horizontal coordinates were scaled from a topographic map and have
 GX1358.an estimated accuracy of +/- 6 seconds.
 GX1358
 GX1358.The orthometric height was determined by differential leveling
 GX1358.and adjusted by the National Geodetic Survey in June 1991..
 GX1358
 GX1358.The geoid height was determined by GEOID03.
 GX1358
 GX1358.The dynamic height is computed by dividing the NAVD 88
 GX1358.geopotential number by the normal gravity value computed on the
 GX1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1358.degrees latitude (g = 980.6199 gals.).
 GX1358
 GX1358.The modeled gravity was interpolated from observed gravity values.
 GX1358
 GX1358;                    North         East    Units  Estimated Accuracy
 GX1358;SPC VA S     - 1,101,770.    3,239,640.      MT  (+/- 180 meters Scaled)
 GX1358
 GX1358                          SUPERSEDED SURVEY CONTROL
 GX1358
 GX1358  NGVD 29 (??/??/92)  892.592  (m)         2928.45   (f) ADJ UNCH    2 0
 GX1358
 GX1358.Superseded values are not recommended for survey control.
 GX1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1358.See file dsdata.txt to determine how the superseded data were derived.
 GX1358
 GX1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB615186(NAD 83)
 GX1358_MARKER: DB = BENCH MARK DISK
 GX1358_SETTING: 66 = SET IN ROCK OUTCROP
 GX1358_SP_SET: ROCK CLIFF
 GX1358_STAMPING: E 327 1958
 GX1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1358+STABILITY: POSITION/ELEVATION WELL
 GX1358
 GX1358  HISTORY     - Date     Condition        Report By
 GX1358  HISTORY     - 1958     MONUMENTED       CGS
 GX1358
 GX1358                          STATION DESCRIPTION
 GX1358
 GX1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1358'0.6 MI N FROM TIPTOP.
 GX1358'ABOUT 0.55 MILE NORTH ALONG BLACK TOP ROAD 655 FROM THE NORFOLK
 GX1358'AND WESTERN RAILWAY STATION AT TIPTOP, 0.15 MILE SOUTHEAST OF THE
 GX1358'JUNCTION OF ROAD 653 LEADING NORTH, ON THE EAST SLOPE OF A LONG
 GX1358'CROOKED GRADE, SET VERTICALLY IN THE SOUTH FACE OF A SLOPING ROCK
 GX1358'CLIFF, 2 FEET ABOVE THE GROUND, 15 FEET NORTH OF THE CENTER LINE
 GX1358'OF THE ROAD, 12 FEET WEST OF THE EAST END OF ROCK, ON THE INSIDE
 GX1358'AND AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 GX1358'NORTH, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0778 ***********************************************************************
 GY0778  DESIGNATION -  E 328
 GY0778  PID         -  GY0778
 GY0778  STATE/COUNTY-  VA/BUCHANAN
 GY0778  USGS QUAD   -  HURLEY (1977)
 GY0778
 GY0778                         *CURRENT SURVEY CONTROL
 GY0778  ___________________________________________________________________
 GY0778* NAD 83(1986)-  37 23 35.     (N)    082 00 19.     (W)     SCALED    
 GY0778* NAVD 88     -       322.072  (meters)    1056.66   (feet)  ADJUSTED  
 GY0778  ___________________________________________________________________
 GY0778  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 GY0778  DYNAMIC HT  -         321.813 (meters)    1055.81  (feet)  COMP
 GY0778  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 GY0778
 GY0778  VERT ORDER  -  SECOND    CLASS 0
 GY0778
 GY0778.The horizontal coordinates were scaled from a topographic map and have
 GY0778.an estimated accuracy of +/- 6 seconds.
 GY0778
 GY0778.The orthometric height was determined by differential leveling
 GY0778.and adjusted by the National Geodetic Survey in June 1991..
 GY0778
 GY0778.The geoid height was determined by GEOID03.
 GY0778
 GY0778.The dynamic height is computed by dividing the NAVD 88
 GY0778.geopotential number by the normal gravity value computed on the
 GY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0778.degrees latitude (g = 980.6199 gals.).
 GY0778
 GY0778.The modeled gravity was interpolated from observed gravity values.
 GY0778
 GY0778;                    North         East    Units  Estimated Accuracy
 GY0778;SPC VA S     - 1,123,360.    3,189,690.      MT  (+/- 180 meters Scaled)
 GY0778
 GY0778                          SUPERSEDED SURVEY CONTROL
 GY0778
 GY0778  NGVD 29 (??/??/92)  322.269  (m)         1057.31   (f) ADJ UNCH    2 0
 GY0778
 GY0778.Superseded values are not recommended for survey control.
 GY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0778.See file dsdata.txt to determine how the superseded data were derived.
 GY0778
 GY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB110389(NAD 83)
 GY0778_MARKER: DB = BENCH MARK DISK
 GY0778_SETTING: 66 = SET IN ROCK OUTCROP
 GY0778_SP_SET: ROCK CUT
 GY0778_STAMPING: E 328 1958
 GY0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0778+STABILITY: POSITION/ELEVATION WELL
 GY0778
 GY0778  HISTORY     - Date     Condition        Report By
 GY0778  HISTORY     - 1958     MONUMENTED       CGS
 GY0778
 GY0778                          STATION DESCRIPTION
 GY0778
 GY0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0778'2.6 MI SE FROM HURLEY.
 GY0778'2.6 MILES SOUTHEAST ALONG ROAD NO. 643 FROM THE JUNCTION OF
 GY0778'ROAD NO. 650 AT HURLEY, 123 YARDS SOUTH OF A 24-INCH PIPE CULVERT
 GY0778'FOR A SMALL STEEL CREEK BRANCH, SET VERTICALLY IN THE WEST FACE
 GY0778'OF BOTTOM LAYER OF A LONG LOW ROCK CUT, 16 FEET EAST OF CENTER
 GY0778'LINE OF ROAD, 1 1/2 FEET ABOVE BOTTOM OF DITCH AND ABOUT 3 FEET
 GY0778'ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1816 ***********************************************************************
 GX1816  DESIGNATION -  E 329
 GX1816  PID         -  GX1816
 GX1816  STATE/COUNTY-  VA/TAZEWELL
 GX1816  USGS QUAD   -  RICHLANDS (1978)
 GX1816
 GX1816                         *CURRENT SURVEY CONTROL
 GX1816  ___________________________________________________________________
 GX1816* NAD 83(1986)-  37 05 26.     (N)    081 50 29.     (W)     SCALED    
 GX1816* NAVD 88     -       582.676  (meters)    1911.66   (feet)  ADJUSTED  
 GX1816  ___________________________________________________________________
 GX1816  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GX1816  DYNAMIC HT  -         582.160 (meters)    1909.97  (feet)  COMP
 GX1816  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 GX1816
 GX1816  VERT ORDER  -  SECOND    CLASS 0
 GX1816
 GX1816.The horizontal coordinates were scaled from a topographic map and have
 GX1816.an estimated accuracy of +/- 6 seconds.
 GX1816
 GX1816.The orthometric height was determined by differential leveling
 GX1816.and adjusted by the National Geodetic Survey in June 1991..
 GX1816
 GX1816.The geoid height was determined by GEOID03.
 GX1816
 GX1816.The dynamic height is computed by dividing the NAVD 88
 GX1816.geopotential number by the normal gravity value computed on the
 GX1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1816.degrees latitude (g = 980.6199 gals.).
 GX1816
 GX1816.The modeled gravity was interpolated from observed gravity values.
 GX1816
 GX1816;                    North         East    Units  Estimated Accuracy
 GX1816;SPC VA S     - 1,089,290.    3,203,010.      MT  (+/- 180 meters Scaled)
 GX1816
 GX1816                          SUPERSEDED SURVEY CONTROL
 GX1816
 GX1816  NGVD 29 (??/??/92)  582.822  (m)         1912.14   (f) ADJ UNCH    2 0
 GX1816
 GX1816.Superseded values are not recommended for survey control.
 GX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1816.See file dsdata.txt to determine how the superseded data were derived.
 GX1816
 GX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB252052(NAD 83)
 GX1816_MARKER: DB = BENCH MARK DISK
 GX1816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1816_SP_SET: ABUTMENT
 GX1816_STAMPING: E 329 1958
 GX1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1816
 GX1816  HISTORY     - Date     Condition        Report By
 GX1816  HISTORY     - 1958     MONUMENTED       CGS
 GX1816  HISTORY     - 1963     GOOD             NGS
 GX1816
 GX1816                          STATION DESCRIPTION
 GX1816
 GX1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1816'0.9 MI E FROM RAVEN.
 GX1816'0.9 MILE EAST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK AND WESTERN
 GX1816'RAILWAY STATION AT RAVEN, 0.15 MILE WEST OF THE CROSSING OF NORFOLK
 GX1816'AND WESTERN RAILWAY TRACK AT DORAN, 39 1/2 FEET SOUTH OF CENTER
 GX1816'LINE OF HIGHWAY, IN TOP OF THE EAST END OF THE NORTH CONCRETE
 GX1816'ABUTMENT OF STEEL BRIDGE FOR A SIDE ROAD LEADING SOUTH ACROSS
 GX1816'CLINCH RIVER, 9 FEET EAST OF CENTER LINE OF SIDE ROAD, AND ABOUT
 GX1816'LEVEL WITH THE HIGHWAY.
 GX1816
 GX1816                          STATION RECOVERY (1963)
 GX1816
 GX1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1507 ***********************************************************************
 GA1507  DESIGNATION -  E 33
 GA1507  PID         -  GA1507
 GA1507  STATE/COUNTY-  VA/LEE
 GA1507  USGS QUAD   -  EWING (1978)
 GA1507
 GA1507                         *CURRENT SURVEY CONTROL
 GA1507  ___________________________________________________________________
 GA1507* NAD 83(1986)-  36 39 30.     (N)    083 23 48.     (W)     SCALED    
 GA1507* NAVD 88     -       437.035  (meters)    1433.84   (feet)  ADJUSTED  
 GA1507  ___________________________________________________________________
 GA1507  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA1507  DYNAMIC HT  -         436.647 (meters)    1432.57  (feet)  COMP
 GA1507  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 GA1507
 GA1507  VERT ORDER  -  SECOND    CLASS 0
 GA1507
 GA1507.The horizontal coordinates were scaled from a topographic map and have
 GA1507.an estimated accuracy of +/- 6 seconds.
 GA1507
 GA1507.The orthometric height was determined by differential leveling
 GA1507.and adjusted by the National Geodetic Survey in June 1991..
 GA1507
 GA1507.The geoid height was determined by GEOID03.
 GA1507
 GA1507.The dynamic height is computed by dividing the NAVD 88
 GA1507.geopotential number by the normal gravity value computed on the
 GA1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1507.degrees latitude (g = 980.6199 gals.).
 GA1507
 GA1507.The modeled gravity was interpolated from observed gravity values.
 GA1507
 GA1507;                    North         East    Units  Estimated Accuracy
 GA1507;SPC VA S     - 1,047,420.    3,062,380.      MT  (+/- 180 meters Scaled)
 GA1507
 GA1507                          SUPERSEDED SURVEY CONTROL
 GA1507
 GA1507  NGVD 29 (??/??/92)  437.172  (m)         1434.29   (f) ADJ UNCH    2 0
 GA1507
 GA1507.Superseded values are not recommended for survey control.
 GA1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1507.See file dsdata.txt to determine how the superseded data were derived.
 GA1507
 GA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA857596(NAD 83)
 GA1507_MARKER: DB = BENCH MARK DISK
 GA1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1507_STAMPING: E 33 1934
 GA1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1507+STABILITY: SURFACE MOTION
 GA1507
 GA1507  HISTORY     - Date     Condition        Report By
 GA1507  HISTORY     - 1934     MONUMENTED       CGS
 GA1507
 GA1507                          STATION DESCRIPTION
 GA1507
 GA1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1507'2.6 MI NE FROM EWING.
 GA1507'2.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 GA1507'FROM EWING, 3 RAILS SOUTHWEST OF MILEPOST 237, 40 FEET SOUTHEAST
 GA1507'OF THE TRACK, AND IN THE FENCE LINE ON THE LAND OF WILL BELLY.
 GA1507'A STANDARD DISK, STAMPED E 33 1934 AND SET IN THE TOP OF A CONCRETE
 GA1507'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1717 ***********************************************************************
 GX1717  DESIGNATION -  E 330
 GX1717  PID         -  GX1717
 GX1717  STATE/COUNTY-  VA/BUCHANAN
 GX1717  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1717
 GX1717                         *CURRENT SURVEY CONTROL
 GX1717  ___________________________________________________________________
 GX1717* NAD 83(1986)-  37 13 10.     (N)    081 54 59.     (W)     SCALED    
 GX1717* NAVD 88     -       648.281  (meters)    2126.90   (feet)  ADJUSTED  
 GX1717  ___________________________________________________________________
 GX1717  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1717  DYNAMIC HT  -         647.721 (meters)    2125.06  (feet)  COMP
 GX1717  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 GX1717
 GX1717  VERT ORDER  -  SECOND    CLASS 0
 GX1717
 GX1717.The horizontal coordinates were scaled from a topographic map and have
 GX1717.an estimated accuracy of +/- 6 seconds.
 GX1717
 GX1717.The orthometric height was determined by differential leveling
 GX1717.and adjusted by the National Geodetic Survey in June 1991..
 GX1717
 GX1717.The geoid height was determined by GEOID03.
 GX1717
 GX1717.The dynamic height is computed by dividing the NAVD 88
 GX1717.geopotential number by the normal gravity value computed on the
 GX1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1717.degrees latitude (g = 980.6199 gals.).
 GX1717
 GX1717.The modeled gravity was interpolated from observed gravity values.
 GX1717
 GX1717;                    North         East    Units  Estimated Accuracy
 GX1717;SPC VA S     - 1,103,820.    3,196,860.      MT  (+/- 180 meters Scaled)
 GX1717
 GX1717                          SUPERSEDED SURVEY CONTROL
 GX1717
 GX1717  NGVD 29 (??/??/92)  648.442  (m)         2127.43   (f) ADJ UNCH    2 0
 GX1717
 GX1717.Superseded values are not recommended for survey control.
 GX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1717.See file dsdata.txt to determine how the superseded data were derived.
 GX1717
 GX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB186196(NAD 83)
 GX1717_MARKER: DB = BENCH MARK DISK
 GX1717_SETTING: 66 = SET IN ROCK OUTCROP
 GX1717_SP_SET: ROCK CUT
 GX1717_STAMPING: E 330 1958
 GX1717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1717+STABILITY: POSITION/ELEVATION WELL
 GX1717
 GX1717  HISTORY     - Date     Condition        Report By
 GX1717  HISTORY     - 1958     MONUMENTED       CGS
 GX1717
 GX1717                          STATION DESCRIPTION
 GX1717
 GX1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1717'1.8 MI S FROM PILGRIM KNOB.
 GX1717'1.85 MILES SOUTH ALONG ROAD NO. 680 FROM THE JUNCTION OF ROAD
 GX1717'NO. 638 AND THE POST OFFICE AT PILGRIM KNOB, 1.1 MILES NORTHEAST
 GX1717'OF THE CONFLUENCE OF CONTRARY CREEK AND HONAKER BRANCH EAST, 0.15
 GX1717'MILE SOUTHWEST OF THE SUMMIT OF BILL YOUNG GAP, SET VERTICALLY IN
 GX1717'THE NORTHWEST FACE OF A 1 1/2-FOOT HIGH AND 10-FOOT WIDE SLANTING
 GX1717'ROCK AT THE BOTTOM OF A DIRT CUT BANK, 1 1/2 FEET ABOVE THE
 GX1717'BOTTOM OF DITCH, 14 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD AND
 GX1717'THE JUNCTION OF A TRAIL LEADING NORTH, 79 YARDS NORTHEAST OF A
 GX1717'PIPE CULVERT FOR A SMALL CREEK BRANCH SOUTHEAST, AND ABOUT LEVEL
 GX1717'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1949 ***********************************************************************
 GX1949  DESIGNATION -  E 331
 GX1949  PID         -  GX1949
 GX1949  STATE/COUNTY-  VA/BUCHANAN
 GX1949  USGS QUAD   -  JEWELL RIDGE (1977)
 GX1949
 GX1949                         *CURRENT SURVEY CONTROL
 GX1949  ___________________________________________________________________
 GX1949* NAD 83(1986)-  37 12 25.     (N)    081 46 45.     (W)     SCALED    
 GX1949* NAVD 88     -       896.669  (meters)    2941.82   (feet)  ADJUSTED  
 GX1949  ___________________________________________________________________
 GX1949  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 GX1949  DYNAMIC HT  -         895.847 (meters)    2939.12  (feet)  COMP
 GX1949  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GX1949
 GX1949  VERT ORDER  -  SECOND    CLASS 0
 GX1949
 GX1949.The horizontal coordinates were scaled from a topographic map and have
 GX1949.an estimated accuracy of +/- 6 seconds.
 GX1949
 GX1949.The orthometric height was determined by differential leveling
 GX1949.and adjusted by the National Geodetic Survey in June 1991..
 GX1949
 GX1949.The geoid height was determined by GEOID03.
 GX1949
 GX1949.The dynamic height is computed by dividing the NAVD 88
 GX1949.geopotential number by the normal gravity value computed on the
 GX1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1949.degrees latitude (g = 980.6199 gals.).
 GX1949
 GX1949.The modeled gravity was interpolated from observed gravity values.
 GX1949
 GX1949;                    North         East    Units  Estimated Accuracy
 GX1949;SPC VA S     - 1,102,000.    3,208,980.      MT  (+/- 180 meters Scaled)
 GX1949
 GX1949                          SUPERSEDED SURVEY CONTROL
 GX1949
 GX1949  NGVD 29 (??/??/92)  896.786  (m)         2942.21   (f) ADJ UNCH    2 0
 GX1949
 GX1949.Superseded values are not recommended for survey control.
 GX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1949.See file dsdata.txt to determine how the superseded data were derived.
 GX1949
 GX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB308181(NAD 83)
 GX1949_MARKER: DB = BENCH MARK DISK
 GX1949_SETTING: 80 = SET IN A BOULDER
 GX1949_STAMPING: E 331 1958
 GX1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1949+STABILITY: SURFACE MOTION
 GX1949
 GX1949  HISTORY     - Date     Condition        Report By
 GX1949  HISTORY     - 1958     MONUMENTED       CGS
 GX1949
 GX1949                          STATION DESCRIPTION
 GX1949
 GX1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1949'8.3 MI SE FROM WHITEWOOD.
 GX1949'4.65 MILES SOUTHEAST ALONG BLACK TOP ROAD 638 FROM THE HIGH
 GX1949'SCHOOL AT WHITEWOOD, THENCE ABOUT 3.7 MILES SOUTHEAST ALONG BLACK
 GX1949'TOP ROAD 636, 0.45 MILE NORTH OF THE JUNCTION OF BLACK TOP ROAD
 GX1949'616 AND THE TAZEWELL-BUCHANAN COUNTY LINE, 39 FEET NORTH OF THE
 GX1949'CENTER LINE OF THE ROAD AND AT THE CROSSING OF A HIGH POWER LINE,
 GX1949'SET VERTICALLY IN THE EAST FACE OF A 7-FOOT HIGH AND 10-FOOT
 GX1949'WIDE BOULDER, 2 1/2 FEET ABOVE THE GROUND, 24 1/2 FEET WEST OF
 GX1949'WEST POLE OF WOODEN POLE HIGH POWER LINE, AND ABOUT 8 FEET ABOVE
 GX1949'THE LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN BE REACHED BY
 GX1949'GOING ABOUT 6.65 MILES NORTH ALONG A SPUR TRACK OF THE NORFOLK AND
 GX1949'WESTERN RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 460 AT
 GX1949'RICHLANDS, TAZEWELL COUNTY, THENCE ABOUT 1.65 MILES NORTH ALONG
 GX1949'STATE HIGHWAY 67, THENCE ABOUT 1.1 MILES NORTH ALONG BLACK TOP
 GX1949'ROAD 616, THENCE ABOUT 0.5 MILE NORTHWEST ALONG BLACK TOP ROAD 636.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0378 ***********************************************************************
 GX0378  DESIGNATION -  E 332
 GX0378  PID         -  GX0378
 GX0378  STATE/COUNTY-  VA/GILES
 GX0378  USGS QUAD   -  NARROWS (1985)
 GX0378
 GX0378                         *CURRENT SURVEY CONTROL
 GX0378  ___________________________________________________________________
 GX0378* NAD 83(1986)-  37 22 07.     (N)    080 52 04.     (W)     SCALED    
 GX0378* NAVD 88     -       465.615  (meters)    1527.61   (feet)  ADJUSTED  
 GX0378  ___________________________________________________________________
 GX0378  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0378  DYNAMIC HT  -         465.221 (meters)    1526.31  (feet)  COMP
 GX0378  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GX0378
 GX0378  VERT ORDER  -  FIRST     CLASS II
 GX0378
 GX0378.The horizontal coordinates were scaled from a topographic map and have
 GX0378.an estimated accuracy of +/- 6 seconds.
 GX0378
 GX0378.The orthometric height was determined by differential leveling
 GX0378.and adjusted by the National Geodetic Survey in June 1991..
 GX0378
 GX0378.The geoid height was determined by GEOID03.
 GX0378
 GX0378.The dynamic height is computed by dividing the NAVD 88
 GX0378.geopotential number by the normal gravity value computed on the
 GX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0378.degrees latitude (g = 980.6199 gals.).
 GX0378
 GX0378.The modeled gravity was interpolated from observed gravity values.
 GX0378
 GX0378;                    North         East    Units  Estimated Accuracy
 GX0378;SPC VA S     - 1,117,520.    3,290,300.      MT  (+/- 180 meters Scaled)
 GX0378
 GX0378                          SUPERSEDED SURVEY CONTROL
 GX0378
 GX0378  NGVD 29 (??/??/92)  465.750  (m)         1528.05   (f) ADJ UNCH    1 2
 GX0378
 GX0378.Superseded values are not recommended for survey control.
 GX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0378.See file dsdata.txt to determine how the superseded data were derived.
 GX0378
 GX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117357(NAD 83)
 GX0378_MARKER: DD = SURVEY DISK
 GX0378_SETTING: 66 = SET IN ROCK OUTCROP
 GX0378_SP_SET: BLACK ROCK
 GX0378_STAMPING: E 332 1958
 GX0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0378+STABILITY: POSITION/ELEVATION WELL
 GX0378
 GX0378  HISTORY     - Date     Condition        Report By
 GX0378  HISTORY     - 1958     MONUMENTED       CGS
 GX0378
 GX0378                          STATION DESCRIPTION
 GX0378
 GX0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0378'AT GLEN LYN.
 GX0378'AT GLEN LYN, 0.1 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN
 GX0378'RAILWAY FROM THE STATION, 40 YARDS SOUTHWEST OF THE SOUTH END
 GX0378'OF MARY PORTER HIGHWAY BRIDGE OVER EAST RIVER, SET VERTICALLY
 GX0378'IN THE EAST FACE OF A 1 1/2-FOOT WIDE TILTED LAYER OF BLACK ROCK
 GX0378'IN TILTED LAYER CUT, 1 1/2 FEET ABOVE THE GROUND, AT THE JUNCTION
 GX0378'OF U.S. HIGHWAY 460 AND BLACK TOP ROAD 649 LEADING NORTHWEST
 GX0378'ALONG NEW RIVER, 64 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 GX0378'14 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 12 FEET NORTH OF
 GX0378'THE SOUTH END OF THE CUT, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 GX0378'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0379 ***********************************************************************
 GX0379  DESIGNATION -  E 332 RESET 1968
 GX0379  PID         -  GX0379
 GX0379  STATE/COUNTY-  VA/GILES
 GX0379  USGS QUAD   -  NARROWS (1985)
 GX0379
 GX0379                         *CURRENT SURVEY CONTROL
 GX0379  ___________________________________________________________________
 GX0379* NAD 83(1986)-  37 22 08.     (N)    080 52 02.     (W)     SCALED    
 GX0379* NAVD 88     -       463.301  (meters)    1520.01   (feet)  ADJUSTED  
 GX0379  ___________________________________________________________________
 GX0379  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX0379  DYNAMIC HT  -         462.910 (meters)    1518.73  (feet)  COMP
 GX0379  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 GX0379
 GX0379  VERT ORDER  -  FIRST     CLASS II
 GX0379
 GX0379.The horizontal coordinates were scaled from a topographic map and have
 GX0379.an estimated accuracy of +/- 6 seconds.
 GX0379
 GX0379.The orthometric height was determined by differential leveling
 GX0379.and adjusted by the National Geodetic Survey in June 1991..
 GX0379
 GX0379.The geoid height was determined by GEOID03.
 GX0379
 GX0379.The dynamic height is computed by dividing the NAVD 88
 GX0379.geopotential number by the normal gravity value computed on the
 GX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0379.degrees latitude (g = 980.6199 gals.).
 GX0379
 GX0379.The modeled gravity was interpolated from observed gravity values.
 GX0379
 GX0379;                    North         East    Units  Estimated Accuracy
 GX0379;SPC VA S     - 1,117,550.    3,290,350.      MT  (+/- 180 meters Scaled)
 GX0379
 GX0379                          SUPERSEDED SURVEY CONTROL
 GX0379
 GX0379  NGVD 29 (??/??/??)  463.44   (m)         1520.5    (f) RESET       3  
 GX0379
 GX0379.Superseded values are not recommended for survey control.
 GX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0379.See file dsdata.txt to determine how the superseded data were derived.
 GX0379
 GX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117358(NAD 83)
 GX0379_MARKER: DD = SURVEY DISK
 GX0379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0379_STAMPING: E 332 RESET 1968
 GX0379_MARK LOGO: CGS   
 GX0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0379
 GX0379  HISTORY     - Date     Condition        Report By
 GX0379  HISTORY     - 1968     MONUMENTED       VADH
 GX0379  HISTORY     - 1968     GOOD             NGS
 GX0379  HISTORY     - 1984     GOOD             NGS
 GX0379
 GX0379                          STATION DESCRIPTION
 GX0379
 GX0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GX0379'AT GLEN LYN.
 GX0379'0.1 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX0379'THE OLD STATION TO THE EXISTING MARY PORTER BRIDGE, U.S. HIGHWAY
 GX0379'460 OVER EAST RIVER, THIS BEING NEW EAST BOUND LANE, 160 FEET
 GX0379'NORTH OF THE INTERSECTION OF SECONDARY ROUTE 649 AND U.S. HIGHWAY
 GX0379'460, SET IN THE TOP OF THE EAST SIDE OF THE SOUTH BRIDGE SEAT.
 GX0379
 GX0379                          STATION RECOVERY (1984)
 GX0379
 GX0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0379'RECOVERED IN GOOD CONDITION, THE MARK WILL BE DESTROYED AND A RESET
 GX0379'MARK HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3237 ***********************************************************************
 GX3237  DESIGNATION -  E 332 RESET 1984
 GX3237  PID         -  GX3237
 GX3237  STATE/COUNTY-  VA/GILES
 GX3237  USGS QUAD   -  NARROWS (1985)
 GX3237
 GX3237                         *CURRENT SURVEY CONTROL
 GX3237  ___________________________________________________________________
 GX3237* NAD 83(1986)-  37 22 09.     (N)    080 52 03.     (W)     SCALED    
 GX3237* NAVD 88     -       464.945  (meters)    1525.41   (feet)  ADJUSTED  
 GX3237  ___________________________________________________________________
 GX3237  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GX3237  DYNAMIC HT  -         464.553 (meters)    1524.12  (feet)  COMP
 GX3237  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 GX3237
 GX3237  VERT ORDER  -  FIRST     CLASS II
 GX3237
 GX3237.The horizontal coordinates were scaled from a topographic map and have
 GX3237.an estimated accuracy of +/- 6 seconds.
 GX3237
 GX3237.The orthometric height was determined by differential leveling
 GX3237.and adjusted by the National Geodetic Survey in June 1991..
 GX3237
 GX3237.The geoid height was determined by GEOID03.
 GX3237
 GX3237.The dynamic height is computed by dividing the NAVD 88
 GX3237.geopotential number by the normal gravity value computed on the
 GX3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3237.degrees latitude (g = 980.6199 gals.).
 GX3237
 GX3237.The modeled gravity was interpolated from observed gravity values.
 GX3237
 GX3237;                    North         East    Units  Estimated Accuracy
 GX3237;SPC VA S     - 1,117,580.    3,290,320.      MT  (+/- 180 meters Scaled)
 GX3237
 GX3237                          SUPERSEDED SURVEY CONTROL
 GX3237
 GX3237.No superseded survey control is available for this station.
 GX3237
 GX3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB117358(NAD 83)
 GX3237_MARKER: DB = BENCH MARK DISK
 GX3237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3237_SP_SET: ABUTMENT
 GX3237_STAMPING: E 332 RESET 1984
 GX3237_MARK LOGO: NGS   
 GX3237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3237
 GX3237  HISTORY     - Date     Condition        Report By
 GX3237  HISTORY     - 1984     MONUMENTED       NGS
 GX3237
 GX3237                          STATION DESCRIPTION
 GX3237
 GX3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3237'0.2 KM (0.15 MI) WEST FROM GLEN LYN.
 GX3237'0.2 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3237'GLEN LYN TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF THE
 GX3237'SOUTHWEST ABUTMENT OF THE WEST BOUND LANE OF THE BRIDGE OVER THE EAST
 GX3237'RIVER, 6.25 METERS (20.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 GX3237'HIGHWAY, 0.30 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 GX3237'ABUTMENT.
 GX3237'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1368 ***********************************************************************
 GX1368  DESIGNATION -  E 333
 GX1368  PID         -  GX1368
 GX1368  STATE/COUNTY-  VA/TAZEWELL
 GX1368  USGS QUAD   -  COVE CREEK (1979)
 GX1368
 GX1368                         *CURRENT SURVEY CONTROL
 GX1368  ___________________________________________________________________
 GX1368* NAD 83(1986)-  37 14 22.     (N)    081 19 38.     (W)     SCALED    
 GX1368* NAVD 88     -       749.680  (meters)    2459.58   (feet)  ADJUSTED  
 GX1368  ___________________________________________________________________
 GX1368  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GX1368  DYNAMIC HT  -         749.008 (meters)    2457.37  (feet)  COMP
 GX1368  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 GX1368
 GX1368  VERT ORDER  -  SECOND    CLASS 0
 GX1368
 GX1368.The horizontal coordinates were scaled from a topographic map and have
 GX1368.an estimated accuracy of +/- 6 seconds.
 GX1368
 GX1368.The orthometric height was determined by differential leveling
 GX1368.and adjusted by the National Geodetic Survey in June 1991..
 GX1368
 GX1368.The geoid height was determined by GEOID03.
 GX1368
 GX1368.The dynamic height is computed by dividing the NAVD 88
 GX1368.geopotential number by the normal gravity value computed on the
 GX1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1368.degrees latitude (g = 980.6199 gals.).
 GX1368
 GX1368.The modeled gravity was interpolated from observed gravity values.
 GX1368
 GX1368;                    North         East    Units  Estimated Accuracy
 GX1368;SPC VA S     - 1,104,310.    3,249,190.      MT  (+/- 180 meters Scaled)
 GX1368
 GX1368                          SUPERSEDED SURVEY CONTROL
 GX1368
 GX1368  NGVD 29 (??/??/92)  749.780  (m)         2459.90   (f) ADJ UNCH    2 0
 GX1368
 GX1368.Superseded values are not recommended for survey control.
 GX1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1368.See file dsdata.txt to determine how the superseded data were derived.
 GX1368
 GX1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB709214(NAD 83)
 GX1368_MARKER: DB = BENCH MARK DISK
 GX1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1368_STAMPING: E 333 1958
 GX1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1368+STABILITY: SURFACE MOTION
 GX1368
 GX1368  HISTORY     - Date     Condition        Report By
 GX1368  HISTORY     - 1958     MONUMENTED       CGS
 GX1368
 GX1368                          STATION DESCRIPTION
 GX1368
 GX1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1368'3.5 MI SW FROM BLUEFIELD.
 GX1368'ABOUT 3.5 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 GX1368'FROM THE STATION AT BLUEFIELD, 0.3 MILE EAST OF MILEPOST N 370,
 GX1368'0.15 MILE EAST OF A GRADED ROAD CROSSING, AT A FARM ROAD CROSSING,
 GX1368'36 1/2 FEET NORTH OF THE NORTH RAIL AND THE CENTER LINE OF
 GX1368'CROSSING, 33 1/2 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 GX1368'NORTH END OF A 24-INCH PIPE CULVERT AND RV 245 (N. AND W. RY.),
 GX1368'59 FEET EAST OF MILEPOLE 369-40, 1 1/2 FEET SOUTH OF A RIGHT-OF-WAY
 GX1368'FENCE LINE, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 GX1368'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GX1368'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0574 ***********************************************************************
 GY0574  DESIGNATION -  E 334
 GY0574  PID         -  GY0574
 GY0574  STATE/COUNTY-  VA/DICKENSON
 GY0574  USGS QUAD   -  HAYSI (1977)
 GY0574
 GY0574                         *CURRENT SURVEY CONTROL
 GY0574  ___________________________________________________________________
 GY0574* NAD 83(1986)-  37 12 05.     (N)    082 19 07.     (W)     SCALED    
 GY0574* NAVD 88     -       398.567  (meters)    1307.63   (feet)  ADJUSTED  
 GY0574  ___________________________________________________________________
 GY0574  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 GY0574  DYNAMIC HT  -         398.226 (meters)    1306.51  (feet)  COMP
 GY0574  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 GY0574
 GY0574  VERT ORDER  -  SECOND    CLASS 0
 GY0574
 GY0574.The horizontal coordinates were scaled from a topographic map and have
 GY0574.an estimated accuracy of +/- 6 seconds.
 GY0574
 GY0574.The orthometric height was determined by differential leveling
 GY0574.and adjusted by the National Geodetic Survey in June 1991..
 GY0574
 GY0574.The geoid height was determined by GEOID03.
 GY0574
 GY0574.The dynamic height is computed by dividing the NAVD 88
 GY0574.geopotential number by the normal gravity value computed on the
 GY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0574.degrees latitude (g = 980.6199 gals.).
 GY0574
 GY0574.The modeled gravity was interpolated from observed gravity values.
 GY0574
 GY0574;                    North         East    Units  Estimated Accuracy
 GY0574;SPC VA S     - 1,103,190.    3,161,110.      MT  (+/- 180 meters Scaled)
 GY0574
 GY0574                          SUPERSEDED SURVEY CONTROL
 GY0574
 GY0574  NGVD 29 (??/??/92)  398.731  (m)         1308.17   (f) ADJ UNCH    2 0
 GY0574
 GY0574.Superseded values are not recommended for survey control.
 GY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0574.See file dsdata.txt to determine how the superseded data were derived.
 GY0574
 GY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB829180(NAD 83)
 GY0574_MARKER: DB = BENCH MARK DISK
 GY0574_SETTING: 66 = SET IN ROCK OUTCROP
 GY0574_SP_SET: ROCK CUT
 GY0574_STAMPING: E 334 1958
 GY0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0574+STABILITY: POSITION/ELEVATION WELL
 GY0574
 GY0574  HISTORY     - Date     Condition        Report By
 GY0574  HISTORY     - 1958     MONUMENTED       CGS
 GY0574
 GY0574                          STATION DESCRIPTION
 GY0574
 GY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0574'1.4 MI SW FROM HAYSI.
 GY0574'1.4 MILES SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GY0574'SOUTH END OF RUSSELL TUNNEL AT HAYSI, ABOUT 9 RAILS EAST OF
 GY0574'MILEPOST 13, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 GY0574'EAST AND SOUTH, AT THE EAST END OF THE CURVE, SET VERTICALLY IN
 GY0574'THE SOUTH FACE OF A ROCK CUT, 10 FEET NORTH OF THE NORTH RAIL,
 GY0574'2 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1379 ***********************************************************************
 FY1379  DESIGNATION -  E 335
 FY1379  PID         -  FY1379
 FY1379  STATE/COUNTY-  VA/HENRY
 FY1379  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY1379
 FY1379                         *CURRENT SURVEY CONTROL
 FY1379  ___________________________________________________________________
 FY1379* NAD 83(1986)-  36 34 29.     (N)    079 52 08.     (W)     SCALED    
 FY1379* NAVD 88     -       274.470  (meters)     900.49   (feet)  ADJUSTED  
 FY1379  ___________________________________________________________________
 FY1379  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FY1379  DYNAMIC HT  -         274.233 (meters)     899.71  (feet)  COMP
 FY1379  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 FY1379
 FY1379  VERT ORDER  -  FIRST     CLASS II
 FY1379
 FY1379.The horizontal coordinates were scaled from a topographic map and have
 FY1379.an estimated accuracy of +/- 6 seconds.
 FY1379
 FY1379.The orthometric height was determined by differential leveling
 FY1379.and adjusted by the National Geodetic Survey in June 1991..
 FY1379
 FY1379.The geoid height was determined by GEOID03.
 FY1379
 FY1379.The dynamic height is computed by dividing the NAVD 88
 FY1379.geopotential number by the normal gravity value computed on the
 FY1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1379.degrees latitude (g = 980.6199 gals.).
 FY1379
 FY1379.The modeled gravity was interpolated from observed gravity values.
 FY1379
 FY1379;                    North         East    Units  Estimated Accuracy
 FY1379;SPC VA S     - 1,027,680.    3,377,480.      MT  (+/- 180 meters Scaled)
 FY1379
 FY1379                          SUPERSEDED SURVEY CONTROL
 FY1379
 FY1379  NGVD 29 (??/??/92)  274.667  (m)          901.14   (f) ADJ UNCH    1 2
 FY1379
 FY1379.Superseded values are not recommended for survey control.
 FY1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1379.See file dsdata.txt to determine how the superseded data were derived.
 FY1379
 FY1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA012482(NAD 83)
 FY1379_MARKER: DB = BENCH MARK DISK
 FY1379_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FY1379_SP_SET: UNSPECIFIED ROCK
 FY1379_STAMPING: E 335 1965
 FY1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1379
 FY1379  HISTORY     - Date     Condition        Report By
 FY1379  HISTORY     - 1965     MONUMENTED       CGS
 FY1379
 FY1379                          STATION DESCRIPTION
 FY1379
 FY1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1379'0.8 MI S FROM RIDGEWAY.
 FY1379'0.8 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1379'STATION AT RIDGEWAY, 0.7 MILE SOUTH OF THE OVERPASS CROSSING
 FY1379'OF U.S. HIGHWAY 220, ABOUT 100 YARDS EAST OF THE TRACK AND ALONG
 FY1379'THE EAST SIDE OF U.S. HIGHWAY 220, SET IN THE TOP OF A ROCK THAT
 FY1379'IS ABOUT 45 FEET LONG AND PART OF A 40 FOOT HIGH CUT FOR THE
 FY1379'HIGHWAY, 240 FEET SOUTH OF THE NORTH END OF THE CUT, 33 FEET
 FY1379'EAST OF THE CENTER LINE OF THE NORTH-BOUND LANE OF THE HIGHWAY,
 FY1379'3 FEET NORTH OF THE SOUTH END OF THE ROCK AND ABOUT 6 FEET
 FY1379'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0198 ***********************************************************************
 JW0198  DESIGNATION -  E 336
 JW0198  PID         -  JW0198
 JW0198  STATE/COUNTY-  VA/FREDERICK
 JW0198  USGS QUAD   -  STEPHENSON (1987)
 JW0198
 JW0198                         *CURRENT SURVEY CONTROL
 JW0198  ___________________________________________________________________
 JW0198* NAD 83(1986)-  39 13 37.     (N)    078 07 26.     (W)     SCALED    
 JW0198* NAVD 88     -       201.682  (meters)     661.68   (feet)  ADJUSTED  
 JW0198  ___________________________________________________________________
 JW0198  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JW0198  DYNAMIC HT  -         201.555 (meters)     661.27  (feet)  COMP
 JW0198  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JW0198
 JW0198  VERT ORDER  -  SECOND    CLASS 0
 JW0198
 JW0198.The horizontal coordinates were scaled from a topographic map and have
 JW0198.an estimated accuracy of +/- 6 seconds.
 JW0198
 JW0198.The orthometric height was determined by differential leveling
 JW0198.and adjusted by the National Geodetic Survey in June 1991..
 JW0198
 JW0198.The geoid height was determined by GEOID03.
 JW0198
 JW0198.The dynamic height is computed by dividing the NAVD 88
 JW0198.geopotential number by the normal gravity value computed on the
 JW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0198.degrees latitude (g = 980.6199 gals.).
 JW0198
 JW0198.The modeled gravity was interpolated from observed gravity values.
 JW0198
 JW0198;                    North         East    Units  Estimated Accuracy
 JW0198;SPC VA N     - 2,173,260.    3,532,480.      MT  (+/- 180 meters Scaled)
 JW0198
 JW0198                          SUPERSEDED SURVEY CONTROL
 JW0198
 JW0198  NGVD 29 (??/??/92)  201.842  (m)          662.21   (f) ADJ UNCH    2 0
 JW0198
 JW0198.Superseded values are not recommended for survey control.
 JW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0198.See file dsdata.txt to determine how the superseded data were derived.
 JW0198
 JW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD482459(NAD 83)
 JW0198_MARKER: DB = BENCH MARK DISK
 JW0198_SETTING: 66 = SET IN ROCK OUTCROP
 JW0198_SP_SET: OUTCROP
 JW0198_STAMPING: E 336 1957
 JW0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0198+STABILITY: POSITION/ELEVATION WELL
 JW0198
 JW0198  HISTORY     - Date     Condition        Report By
 JW0198  HISTORY     - 1957     MONUMENTED       CGS
 JW0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0198  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0198  HISTORY     - 20050626 MARK NOT FOUND   GEOCAC
 JW0198
 JW0198                          STATION DESCRIPTION
 JW0198
 JW0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0198'3.6 MI N FROM WINCHESTER.
 JW0198'FROM THE POST OFFICE AT WINCHESTER, GO NORTH ON U.S. HIGHWAY 11
 JW0198'FOR 3.6 MILES TO THE MARK ON RIGHT.  THE MARK IS 171 FEET SOUTHWEST
 JW0198'OF THE CENTERLINE OF COUNTY ROUTE 663, 31 FEET SOUTHEAST OF THE
 JW0198'CENTERLINE OF U.S. HIGHWAY 11, 8.6 FEET NORTHWEST OF TELEPHONE
 JW0198'POLE NO. 746.  SET IN A ROCK OUTCROP IN FRONT OF THE NORTH ONE
 JW0198'OF THREE BRICK HOUSES.
 JW0198
 JW0198                          STATION RECOVERY (1983)
 JW0198
 JW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0198'SEARCHED FOR, NOT RECOVERED, FOUND HOLE BUT NO DISK.
 JW0198
 JW0198                          STATION RECOVERY (1998)
 JW0198
 JW0198'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0198'MARK NOT FOUND.
 JW0198
 JW0198                          STATION RECOVERY (2005)
 JW0198
 JW0198'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0198'MARK NOT FOUND.  BASED ON DESCRIPTIONS AND DATA IT APPEARS THIS DISK
 JW0198'DISAPPEARED.  JW1085 MEETS THE SAME DESCRIPTION IS SET THE SAME YEAR
 JW0198'THIS MARK WAS LOGGED AS NO DISK, AND HAS THE EXACT SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0286 ***********************************************************************
 HW0286  DESIGNATION -  E 337
 HW0286  PID         -  HW0286
 HW0286  STATE/COUNTY-  VA/SHENANDOAH
 HW0286  USGS QUAD   -  TOMS BROOK (1994)
 HW0286
 HW0286                         *CURRENT SURVEY CONTROL
 HW0286  ___________________________________________________________________
 HW0286* NAD 83(1986)-  38 58 25.     (N)    078 24 02.     (W)     SCALED    
 HW0286* NAVD 88     -       223.572  (meters)     733.50   (feet)  ADJUSTED  
 HW0286  ___________________________________________________________________
 HW0286  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HW0286  DYNAMIC HT  -         223.427 (meters)     733.03  (feet)  COMP
 HW0286  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 HW0286
 HW0286  VERT ORDER  -  FIRST     CLASS II
 HW0286
 HW0286.The horizontal coordinates were scaled from a topographic map and have
 HW0286.an estimated accuracy of +/- 6 seconds.
 HW0286
 HW0286.The orthometric height was determined by differential leveling
 HW0286.and adjusted by the National Geodetic Survey in June 1991..
 HW0286.WARNING-Repeat measurements at this control monument indicate possible
 HW0286.vertical movement.
 HW0286
 HW0286.The geoid height was determined by GEOID03.
 HW0286
 HW0286.The dynamic height is computed by dividing the NAVD 88
 HW0286.geopotential number by the normal gravity value computed on the
 HW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0286.degrees latitude (g = 980.6199 gals.).
 HW0286
 HW0286.The modeled gravity was interpolated from observed gravity values.
 HW0286
 HW0286;                    North         East    Units  Estimated Accuracy
 HW0286;SPC VA N     - 2,145,080.    3,508,620.      MT  (+/- 180 meters Scaled)
 HW0286
 HW0286                          SUPERSEDED SURVEY CONTROL
 HW0286
 HW0286  NGVD 29 (??/??/92)  223.764  (m)          734.13   (f) ADJ UNCH    1 2
 HW0286
 HW0286.Superseded values are not recommended for survey control.
 HW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0286.See file dsdata.txt to determine how the superseded data were derived.
 HW0286
 HW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD251170(NAD 83)
 HW0286_MARKER: DB = BENCH MARK DISK
 HW0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW0286_SP_SET: CURB
 HW0286_STAMPING: E 337 1957
 HW0286_MARK LOGO: CGS   
 HW0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0286
 HW0286  HISTORY     - Date     Condition        Report By
 HW0286  HISTORY     - 1957     MONUMENTED       CGS
 HW0286  HISTORY     - 1958     GOOD             NGS
 HW0286  HISTORY     - 1967     GOOD             NGS
 HW0286  HISTORY     - 1983     GOOD             NGS
 HW0286
 HW0286                          STATION DESCRIPTION
 HW0286
 HW0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0286'2.7 MI SW FROM STRASBURG.
 HW0286'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 HW0286'OFFICE AT STRASBURG, NEAR THE TOP OF A GRADE, NEAR A LARGE WHITE
 HW0286'SHINGLE HOUSE, ON TOP OF THE NORTH END OF CURBING FOR WALKWAY TO
 HW0286'HOUSE, 168 FEET SOUTH OF THE CENTER LINE OF THE SOUTH BOUND LANE
 HW0286'OF U.S. HIGHWAY 11, 84 FEET NORTH OF THE SOUTHEAST CORNER OF
 HW0286'PORCH, 107 FEET SOUTH OF STATION TUMBLING, 1 FOOT WEST OF THE
 HW0286'NORTH END OF THE CURBING AND ABOUT 14 FEET BELOW THE LEVEL OF
 HW0286'THE HIGHWAY.
 HW0286
 HW0286                          STATION RECOVERY (1967)
 HW0286
 HW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HW0286'RECOVERED IN GOOD CONDITION.
 HW0286
 HW0286                          STATION RECOVERY (1983)
 HW0286
 HW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0019 ***********************************************************************
 HW0019  DESIGNATION -  E 338
 HW0019  PID         -  HW0019
 HW0019  STATE/COUNTY-  VA/WARREN
 HW0019  USGS QUAD   -  FRONT ROYAL (1994)
 HW0019
 HW0019                         *CURRENT SURVEY CONTROL
 HW0019  ___________________________________________________________________
 HW0019* NAD 83(1986)-  38 57 14.     (N)    078 14 09.     (W)     SCALED    
 HW0019* NAVD 88     -       197.055  (meters)     646.50   (feet)  ADJUSTED  
 HW0019  ___________________________________________________________________
 HW0019  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HW0019  DYNAMIC HT  -         196.929 (meters)     646.09  (feet)  COMP
 HW0019  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 HW0019
 HW0019  VERT ORDER  -  SECOND    CLASS 0
 HW0019
 HW0019.The horizontal coordinates were scaled from a topographic map and have
 HW0019.an estimated accuracy of +/- 6 seconds.
 HW0019
 HW0019.The orthometric height was determined by differential leveling
 HW0019.and adjusted by the National Geodetic Survey in June 1991..
 HW0019
 HW0019.The geoid height was determined by GEOID03.
 HW0019
 HW0019.The dynamic height is computed by dividing the NAVD 88
 HW0019.geopotential number by the normal gravity value computed on the
 HW0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0019.degrees latitude (g = 980.6199 gals.).
 HW0019
 HW0019.The modeled gravity was interpolated from observed gravity values.
 HW0019
 HW0019;                    North         East    Units  Estimated Accuracy
 HW0019;SPC VA N     - 2,142,920.    3,522,900.      MT  (+/- 180 meters Scaled)
 HW0019
 HW0019                          SUPERSEDED SURVEY CONTROL
 HW0019
 HW0019  NGVD 29 (??/??/92)  197.264  (m)          647.19   (f) ADJ UNCH    2 0
 HW0019
 HW0019.Superseded values are not recommended for survey control.
 HW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0019.See file dsdata.txt to determine how the superseded data were derived.
 HW0019
 HW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD395152(NAD 83)
 HW0019_MARKER: DB = BENCH MARK DISK
 HW0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0019_STAMPING: E 338 1957
 HW0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0019+STABILITY: SURFACE MOTION
 HW0019
 HW0019  HISTORY     - Date     Condition        Report By
 HW0019  HISTORY     - 1957     MONUMENTED       CGS
 HW0019  HISTORY     - 1958     GOOD             NGS
 HW0019  HISTORY     - 1983     MARK NOT FOUND   NGS
 HW0019
 HW0019                          STATION DESCRIPTION
 HW0019
 HW0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0019'4.4 MI NW FROM FRONT ROYAL.
 HW0019'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0019'AT FRONT ROYAL, THENCE 2.05 MILES WEST ALONG STATE HIGHWAY 55,
 HW0019'BETWEEN A STONE AND A BRICK HOUSE, 35 FEET WEST OF THE CENTER LINE
 HW0019'OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HW0019'BRICK HOUSE, 78 FEET NORTH OF THE NORTHEAST CORNER OF THE STONE
 HW0019'HOUSE, 6 FEET NORTHWEST OF POWER LINE POLE NO. 12376, 2 FEET
 HW0019'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 HW0019'POST PROJECTING 1 INCH.
 HW0019
 HW0019                          STATION RECOVERY (1983)
 HW0019
 HW0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0019'NOT RECOVERED, THE CONCRETE POST WAS FOUND WITH ONLY THE SHANK OF THE
 HW0019'DISK REMAINING, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1310 ***********************************************************************
 HW1310  DESIGNATION -  E 339
 HW1310  PID         -  HW1310
 HW1310  STATE/COUNTY-  VA/ROCKINGHAM
 HW1310  USGS QUAD   -  BROADWAY (1987)
 HW1310
 HW1310                         *CURRENT SURVEY CONTROL
 HW1310  ___________________________________________________________________
 HW1310* NAD 83(1986)-  38 31 58.     (N)    078 46 33.     (W)     SCALED    
 HW1310* NAVD 88     -       350.519  (meters)    1149.99   (feet)  ADJUSTED  
 HW1310  ___________________________________________________________________
 HW1310  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW1310  DYNAMIC HT  -         350.271 (meters)    1149.18  (feet)  COMP
 HW1310  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HW1310
 HW1310  VERT ORDER  -  FIRST     CLASS II
 HW1310
 HW1310.The horizontal coordinates were scaled from a topographic map and have
 HW1310.an estimated accuracy of +/- 6 seconds.
 HW1310
 HW1310.The orthometric height was determined by differential leveling
 HW1310.and adjusted by the National Geodetic Survey in June 1991..
 HW1310
 HW1310.The geoid height was determined by GEOID03.
 HW1310
 HW1310.The dynamic height is computed by dividing the NAVD 88
 HW1310.geopotential number by the normal gravity value computed on the
 HW1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1310.degrees latitude (g = 980.6199 gals.).
 HW1310
 HW1310.The modeled gravity was interpolated from observed gravity values.
 HW1310
 HW1310;                    North         East    Units  Estimated Accuracy
 HW1310;SPC VA N     - 2,096,170.    3,475,950.      MT  (+/- 180 meters Scaled)
 HW1310
 HW1310                          SUPERSEDED SURVEY CONTROL
 HW1310
 HW1310  NGVD 29 (??/??/92)  350.660  (m)         1150.46   (f) ADJ UNCH    1 2
 HW1310
 HW1310.Superseded values are not recommended for survey control.
 HW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1310.See file dsdata.txt to determine how the superseded data were derived.
 HW1310
 HW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC938672(NAD 83)
 HW1310_MARKER: DB = BENCH MARK DISK
 HW1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1310_SP_SET: CULVERT
 HW1310_STAMPING: E 339 1958
 HW1310_MARK LOGO: CGS   
 HW1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1310
 HW1310  HISTORY     - Date     Condition        Report By
 HW1310  HISTORY     - 1958     MONUMENTED       CGS
 HW1310  HISTORY     - 1984     GOOD             NGS
 HW1310
 HW1310                          STATION DESCRIPTION
 HW1310
 HW1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1310'1 MI SW FROM LACEY SPRING.
 HW1310'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1310'LACEY SPRING, ON TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HW1310'CONCRETE HEADWALL OF A 6-BY-6-FOOT CONCRETE BOX CULVERT UNDER
 HW1310'THE HIGHWAY, 24 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW1310'HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL
 HW1310'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HW1310
 HW1310                          STATION RECOVERY (1984)
 HW1310
 HW1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1554 ***********************************************************************
 GA1554  DESIGNATION -  E 34
 GA1554  PID         -  GA1554
 GA1554  STATE/COUNTY-  VA/LEE
 GA1554  USGS QUAD   -  BEN HUR (1991)
 GA1554
 GA1554                         *CURRENT SURVEY CONTROL
 GA1554  ___________________________________________________________________
 GA1554* NAD 83(1986)-  36 37 58.     (N)    083 03 42.     (W)     SCALED    
 GA1554* NAVD 88     -       537.249  (meters)    1762.62   (feet)  ADJUSTED  
 GA1554  ___________________________________________________________________
 GA1554  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GA1554  DYNAMIC HT  -         536.776 (meters)    1761.07  (feet)  COMP
 GA1554  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GA1554
 GA1554  VERT ORDER  -  SECOND    CLASS 0
 GA1554
 GA1554.The horizontal coordinates were scaled from a topographic map and have
 GA1554.an estimated accuracy of +/- 6 seconds.
 GA1554
 GA1554.The orthometric height was determined by differential leveling
 GA1554.and adjusted by the National Geodetic Survey in June 1991..
 GA1554
 GA1554.The geoid height was determined by GEOID03.
 GA1554
 GA1554.The dynamic height is computed by dividing the NAVD 88
 GA1554.geopotential number by the normal gravity value computed on the
 GA1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1554.degrees latitude (g = 980.6199 gals.).
 GA1554
 GA1554.The modeled gravity was interpolated from observed gravity values.
 GA1554
 GA1554;                    North         East    Units  Estimated Accuracy
 GA1554;SPC VA S     - 1,043,090.    3,092,160.      MT  (+/- 180 meters Scaled)
 GA1554
 GA1554                          SUPERSEDED SURVEY CONTROL
 GA1554
 GA1554  NGVD 29 (??/??/92)  537.405  (m)         1763.14   (f) ADJ UNCH    2 0
 GA1554
 GA1554.Superseded values are not recommended for survey control.
 GA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1554.See file dsdata.txt to determine how the superseded data were derived.
 GA1554
 GA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA156561(NAD 83)
 GA1554_MARKER: DB = BENCH MARK DISK
 GA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1554_STAMPING: E 34 1934
 GA1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1554+STABILITY: SURFACE MOTION
 GA1554
 GA1554  HISTORY     - Date     Condition        Report By
 GA1554  HISTORY     - 1934     MONUMENTED       CGS
 GA1554  HISTORY     - 1935     GOOD             NGS
 GA1554
 GA1554                          STATION DESCRIPTION
 GA1554
 GA1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1554'8.3 MI S FROM JONESVILLE.
 GA1554'8.3 MILES SOUTH ALONG STATE HIGHWAY 64 FROM JONESVILLE, ON THE
 GA1554'SOUTH SLOPE OF POWELL MOUNTAIN, OPPOSITE THE ELBOW OF A SWITCHBACK,
 GA1554'AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GA1554'DISK, STAMPED E 34 1934 AND SET IN THE TOP OF A CONCRETE POST
 GA1554'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0843 ***********************************************************************
 HW0843  DESIGNATION -  E 340
 HW0843  PID         -  HW0843
 HW0843  STATE/COUNTY-  VA/AUGUSTA
 HW0843  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0843
 HW0843                         *CURRENT SURVEY CONTROL
 HW0843  ___________________________________________________________________
 HW0843* NAD 83(1986)-  38 17 13.     (N)    078 55 00.     (W)     SCALED    
 HW0843* NAVD 88     -       357.152  (meters)    1171.76   (feet)  ADJUSTED  
 HW0843  ___________________________________________________________________
 HW0843  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HW0843  DYNAMIC HT  -         356.890 (meters)    1170.90  (feet)  COMP
 HW0843  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HW0843
 HW0843  VERT ORDER  -  SECOND    CLASS 0
 HW0843
 HW0843.The horizontal coordinates were scaled from a topographic map and have
 HW0843.an estimated accuracy of +/- 6 seconds.
 HW0843
 HW0843.The orthometric height was determined by differential leveling
 HW0843.and adjusted by the National Geodetic Survey in June 1991..
 HW0843
 HW0843.The geoid height was determined by GEOID03.
 HW0843
 HW0843.The dynamic height is computed by dividing the NAVD 88
 HW0843.geopotential number by the normal gravity value computed on the
 HW0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0843.degrees latitude (g = 980.6199 gals.).
 HW0843
 HW0843.The modeled gravity was interpolated from observed gravity values.
 HW0843
 HW0843;                    North         East    Units  Estimated Accuracy
 HW0843;SPC VA N     - 2,068,930.    3,463,550.      MT  (+/- 180 meters Scaled)
 HW0843
 HW0843                          SUPERSEDED SURVEY CONTROL
 HW0843
 HW0843  NGVD 29 (??/??/92)  357.299  (m)         1172.24   (f) ADJ UNCH    2 0
 HW0843
 HW0843.Superseded values are not recommended for survey control.
 HW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0843.See file dsdata.txt to determine how the superseded data were derived.
 HW0843
 HW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC822397(NAD 83)
 HW0843_MARKER: DB = BENCH MARK DISK
 HW0843_SETTING: 66 = SET IN ROCK OUTCROP
 HW0843_SP_SET: ROCK OUTCROP
 HW0843_STAMPING: E 340 1958
 HW0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0843+STABILITY: POSITION/ELEVATION WELL
 HW0843
 HW0843  HISTORY     - Date     Condition        Report By
 HW0843  HISTORY     - 1958     MONUMENTED       CGS
 HW0843  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0843
 HW0843                          STATION DESCRIPTION
 HW0843
 HW0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0843'3.7 MI NE FROM MT SIDNEY.
 HW0843'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0843'AT MT. SIDNEY, THENCE 1.1 MILE EAST ALONG STATE HIGHWAY 256,
 HW0843'0.25 MILE SOUTHWEST OF THE CROSSING OF THE CHESAPEAKE WESTERN
 HW0843'RAILWAY AND STATE HIGHWAY 256 AT WEYERS CAVE, NEAR THE OUTSIDE OF
 HW0843'A CURVE, ON THE TOP OF A LONG AND NARROW OUTCROP PROJECTING 1
 HW0843'FOOT ABOVE THE GROUND, ABOUT 150 FEET SOUTHWEST OF THE L.E. WRENN
 HW0843'RESIDENCE, 34 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HW0843'HIGHWAY, 61 1/2 FEET WEST-NORTHWEST OF POWER LINE POLE NO. 488
 HW0843'GK 21 B, 37 1/2 FEET SOUTH OF POWER LINE POLE NO. 487 GK 21 A,
 HW0843'19 1/2 FEET SOUTHWEST OF A FENCE LINE AND ABOUT 1 FOOT BELOW THE
 HW0843'LEVEL OF THE HIGHWAY.
 HW0843
 HW0843                          STATION RECOVERY (1984)
 HW0843
 HW0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0843'SEARCHED FOR NOT RECOVERED, ROAD HAS BEEN CHANGED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1614 ***********************************************************************
 HW1614  DESIGNATION -  E 341
 HW1614  PID         -  HW1614
 HW1614  STATE/COUNTY-  VA/AUGUSTA
 HW1614  USGS QUAD   -  GREENVILLE (1972)
 HW1614
 HW1614                         *CURRENT SURVEY CONTROL
 HW1614  ___________________________________________________________________
 HW1614* NAD 83(1986)-  38 01 48.     (N)    079 08 23.     (W)     SCALED    
 HW1614* NAVD 88     -       483.281  (meters)    1585.56   (feet)  ADJUSTED  
 HW1614  ___________________________________________________________________
 HW1614  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HW1614  DYNAMIC HT  -         482.906 (meters)    1584.33  (feet)  COMP
 HW1614  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HW1614
 HW1614  VERT ORDER  -  SECOND    CLASS 0
 HW1614
 HW1614.The horizontal coordinates were scaled from a topographic map and have
 HW1614.an estimated accuracy of +/- 6 seconds.
 HW1614
 HW1614.The orthometric height was determined by differential leveling
 HW1614.and adjusted by the National Geodetic Survey in June 1991..
 HW1614
 HW1614.The geoid height was determined by GEOID03.
 HW1614
 HW1614.The dynamic height is computed by dividing the NAVD 88
 HW1614.geopotential number by the normal gravity value computed on the
 HW1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1614.degrees latitude (g = 980.6199 gals.).
 HW1614
 HW1614.The modeled gravity was interpolated from observed gravity values.
 HW1614
 HW1614;                    North         East    Units  Estimated Accuracy
 HW1614;SPC VA N     - 2,040,530.    3,443,840.      MT  (+/- 180 meters Scaled)
 HW1614
 HW1614                          SUPERSEDED SURVEY CONTROL
 HW1614
 HW1614  NGVD 29 (??/??/92)  483.410  (m)         1585.99   (f) ADJ UNCH    2 0
 HW1614
 HW1614.Superseded values are not recommended for survey control.
 HW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1614.See file dsdata.txt to determine how the superseded data were derived.
 HW1614
 HW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC632107(NAD 83)
 HW1614_MARKER: DB = BENCH MARK DISK
 HW1614_SETTING: 66 = SET IN ROCK OUTCROP
 HW1614_SP_SET: ROCK OUTCROP
 HW1614_STAMPING: E 341 1958
 HW1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1614+STABILITY: POSITION/ELEVATION WELL
 HW1614
 HW1614  HISTORY     - Date     Condition        Report By
 HW1614  HISTORY     - 1958     MONUMENTED       CGS
 HW1614  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW1614
 HW1614                          STATION DESCRIPTION
 HW1614
 HW1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1614'3.1 MI SW FROM MINT SPRING.
 HW1614'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW1614'AND GENERAL STORE AT MINT SPRING, ON TOP OF A 4-BY-4 FOOT
 HW1614'OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, ABOUT 0.65
 HW1614'MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 11 AND U.S.
 HW1614'HIGHWAY 340, 0.1 MILE SOUTHWEST OF THE T JUNCTION OF COUNTY
 HW1614'ROAD NO. 701 LEADING WEST-NORTHWEST OF MIDDLEBROOK, 44 FEET
 HW1614'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF
 HW1614'TELEGRAPH POLE NO. 435, 36 FEET SOUTHEAST OF A FENCE LINE, 64
 HW1614'YARDS NORTHEAST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT
 HW1614'UNDER THE HIGHWAY AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
 HW1614'NOTE-- THIS MARK MAY BE REACHED BY GOING 2.1 MILES NORTHEAST
 HW1614'ALONG U.S. HIGHWAY 11 FROM THE BRIDGE-OVER THE SOUTH RIVER AT
 HW1614'GREENVILLE, VIRGINIA
 HW1614
 HW1614                          STATION RECOVERY (1984)
 HW1614
 HW1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1614'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1551 ***********************************************************************
 HW1551  DESIGNATION -  E 342
 HW1551  PID         -  HW1551
 HW1551  STATE/COUNTY-  VA/AUGUSTA
 HW1551  USGS QUAD   -  STOKESVILLE (1967)
 HW1551
 HW1551                         *CURRENT SURVEY CONTROL
 HW1551  ___________________________________________________________________
 HW1551* NAD 83(1986)-  38 15 30.     (N)    079 11 29.     (W)     SCALED    
 HW1551* NAVD 88     -       468.985  (meters)    1538.66   (feet)  ADJUSTED  
 HW1551  ___________________________________________________________________
 HW1551  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HW1551  DYNAMIC HT  -         468.626 (meters)    1537.48  (feet)  COMP
 HW1551  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 HW1551
 HW1551  VERT ORDER  -  SECOND    CLASS 0
 HW1551
 HW1551.The horizontal coordinates were scaled from a topographic map and have
 HW1551.an estimated accuracy of +/- 6 seconds.
 HW1551
 HW1551.The orthometric height was determined by differential leveling
 HW1551.and adjusted by the National Geodetic Survey in June 1991..
 HW1551
 HW1551.The geoid height was determined by GEOID03.
 HW1551
 HW1551.The dynamic height is computed by dividing the NAVD 88
 HW1551.geopotential number by the normal gravity value computed on the
 HW1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1551.degrees latitude (g = 980.6199 gals.).
 HW1551
 HW1551.The modeled gravity was interpolated from observed gravity values.
 HW1551
 HW1551;                    North         East    Units  Estimated Accuracy
 HW1551;SPC VA N     - 2,065,900.    3,439,490.      MT  (+/- 180 meters Scaled)
 HW1551
 HW1551                          SUPERSEDED SURVEY CONTROL
 HW1551
 HW1551  NGVD 29 (??/??/92)  469.104  (m)         1539.05   (f) ADJ UNCH    2 0
 HW1551
 HW1551.Superseded values are not recommended for survey control.
 HW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1551.See file dsdata.txt to determine how the superseded data were derived.
 HW1551
 HW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC582360(NAD 83)
 HW1551_MARKER: DB = BENCH MARK DISK
 HW1551_SETTING: 66 = SET IN ROCK OUTCROP
 HW1551_SP_SET: ROCK OUTCROP
 HW1551_STAMPING: E 342 1958
 HW1551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1551+STABILITY: POSITION/ELEVATION WELL
 HW1551
 HW1551  HISTORY     - Date     Condition        Report By
 HW1551  HISTORY     - 1958     MONUMENTED       CGS
 HW1551
 HW1551                          STATION DESCRIPTION
 HW1551
 HW1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1551'2.9 MI NW FROM CHURCHVILLE.
 HW1551'2.9 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW1551'OF STATE HIGHWAY 42 AND THE POST OFFICE AT CHURCHVILLE, ON THE
 HW1551'SOUTH SLOPE OF A ROCKY HILL, ON THE TOP OF A 4-BY-4-FOOT OUTCROP
 HW1551'PROJECTING 2 FEET ABOVE THE GROUND, 71 FEET EAST OF THE
 HW1551'CENTER LINE OF THE HIGHWAY, 105 FEET EAST AND ACROSS THE HIGHWAY
 HW1551'FROM TELEGRAPH POLE NO. 373, 53 FEET SOUTH OF A POWER LINE POLE,
 HW1551'31 FEET EAST OF A FENCE LINE, 6 FEET BELOW THE LEVEL OF THE
 HW1551'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2582 ***********************************************************************
 GV2582  DESIGNATION -  E 343
 GV2582  PID         -  GV2582
 GV2582  STATE/COUNTY-  VA/HENRICO
 GV2582  USGS QUAD   -  GLEN ALLEN (1994)
 GV2582
 GV2582                         *CURRENT SURVEY CONTROL
 GV2582  ___________________________________________________________________
 GV2582* NAD 83(1986)-  37 38 28.     (N)    077 33 40.     (W)     SCALED    
 GV2582* NAVD 88     -        81.279  (meters)     266.66   (feet)  ADJUSTED  
 GV2582  ___________________________________________________________________
 GV2582  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GV2582  DYNAMIC HT  -          81.224 (meters)     266.48  (feet)  COMP
 GV2582  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 GV2582
 GV2582  VERT ORDER  -  SECOND    CLASS 0
 GV2582
 GV2582.The horizontal coordinates were scaled from a topographic map and have
 GV2582.an estimated accuracy of +/- 6 seconds.
 GV2582
 GV2582.The orthometric height was determined by differential leveling
 GV2582.and adjusted by the National Geodetic Survey in June 1991..
 GV2582
 GV2582.The geoid height was determined by GEOID03.
 GV2582
 GV2582.The dynamic height is computed by dividing the NAVD 88
 GV2582.geopotential number by the normal gravity value computed on the
 GV2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2582.degrees latitude (g = 980.6199 gals.).
 GV2582
 GV2582.The modeled gravity was interpolated from observed gravity values.
 GV2582
 GV2582;                    North         East    Units  Estimated Accuracy
 GV2582;SPC VA S     - 1,145,540.    3,582,860.      MT  (+/- 180 meters Scaled)
 GV2582
 GV2582                          SUPERSEDED SURVEY CONTROL
 GV2582
 GV2582  NGVD 29 (??/??/??)   81.574  (m)          267.63   (f) ADJUSTED    2 0
 GV2582
 GV2582.Superseded values are not recommended for survey control.
 GV2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2582.See file dsdata.txt to determine how the superseded data were derived.
 GV2582
 GV2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG740690(NAD 83)
 GV2582_MARKER: DB = BENCH MARK DISK
 GV2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2582_STAMPING: E 343 1958
 GV2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2582+STABILITY: SURFACE MOTION
 GV2582
 GV2582  HISTORY     - Date     Condition        Report By
 GV2582  HISTORY     - 1958     MONUMENTED       CGS
 GV2582  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2582  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV2582  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV2582  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2582  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 GV2582
 GV2582                          STATION DESCRIPTION
 GV2582
 GV2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2582'3 MI E FROM SHORT PUMP.
 GV2582'EAST ALONG U.S. HIGHWAY 250 FOR 3.0 MILES FROM THE JUNCTION OF
 GV2582'STATE HIGHWAY 271 AT SHORT PUMP.  THE MARK IS ABOUT 200 FEET
 GV2582'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 157, 40 FEET
 GV2582'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 250, 10 FEET SOUTHEAST
 GV2582'OF AN ANGLE FENCE CORNER, 80 FEET NORTHWEST OF THE NORTHWEST
 GV2582'CORNER OF A CINDER BLOCK GARAGE AND 2 FEET EAST OF A METAL WITNESS
 GV2582'POST.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GV2582
 GV2582                          STATION RECOVERY (1988)
 GV2582
 GV2582'RECOVERY NOTE BY US POWER SQUADRON 1988 (CLR)
 GV2582'MARK NOT FOUND.
 GV2582
 GV2582                          STATION RECOVERY (1994)
 GV2582
 GV2582'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2582'MARK NOT FOUND.
 GV2582
 GV2582                          STATION RECOVERY (1996)
 GV2582
 GV2582'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2582'MARK NOT FOUND.
 GV2582
 GV2582                          STATION RECOVERY (2000)
 GV2582
 GV2582'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2582'MARK NOT FOUND.
 GV2582
 GV2582                          STATION RECOVERY (2005)
 GV2582
 GV2582'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1581 ***********************************************************************
 GV1581  DESIGNATION -  E 344
 GV1581  PID         -  GV1581
 GV1581  STATE/COUNTY-  VA/HENRICO
 GV1581  USGS QUAD   -  SEVEN PINES (1994)
 GV1581
 GV1581                         *CURRENT SURVEY CONTROL
 GV1581  ___________________________________________________________________
 GV1581* NAD 83(1986)-  37 31 06.     (N)    077 16 03.     (W)     SCALED    
 GV1581* NAVD 88     -        44.062  (meters)     144.56   (feet)  ADJUSTED  
 GV1581  ___________________________________________________________________
 GV1581  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GV1581  DYNAMIC HT  -          44.032 (meters)     144.46  (feet)  COMP
 GV1581  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 GV1581
 GV1581  VERT ORDER  -  SECOND    CLASS 0
 GV1581
 GV1581.The horizontal coordinates were scaled from a topographic map and have
 GV1581.an estimated accuracy of +/- 6 seconds.
 GV1581
 GV1581.The orthometric height was determined by differential leveling
 GV1581.and adjusted by the National Geodetic Survey in June 1991..
 GV1581
 GV1581.The geoid height was determined by GEOID03.
 GV1581
 GV1581.The dynamic height is computed by dividing the NAVD 88
 GV1581.geopotential number by the normal gravity value computed on the
 GV1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1581.degrees latitude (g = 980.6199 gals.).
 GV1581
 GV1581.The modeled gravity was interpolated from observed gravity values.
 GV1581
 GV1581;                    North         East    Units  Estimated Accuracy
 GV1581;SPC VA S     - 1,132,220.    3,608,950.      MT  (+/- 180 meters Scaled)
 GV1581
 GV1581                          SUPERSEDED SURVEY CONTROL
 GV1581
 GV1581  NGVD 29 (??/??/??)   44.382  (m)          145.61   (f) ADJUSTED    2 0
 GV1581
 GV1581.Superseded values are not recommended for survey control.
 GV1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1581.See file dsdata.txt to determine how the superseded data were derived.
 GV1581
 GV1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG996547(NAD 83)
 GV1581_MARKER: DB = BENCH MARK DISK
 GV1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1581_STAMPING: E 344 1958
 GV1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1581+STABILITY: SURFACE MOTION
 GV1581
 GV1581  HISTORY     - Date     Condition        Report By
 GV1581  HISTORY     - 1958     MONUMENTED       CGS
 GV1581  HISTORY     - 19961116 GOOD             USPSQD
 GV1581  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1581  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1581
 GV1581                          STATION DESCRIPTION
 GV1581
 GV1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1581'2.8 MI E FROM SANDSTON.
 GV1581'2.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1581'SANDSTON.  THE MARK IS AT THE EAST EDGE OF A PICNIC AREA WITH
 GV1581'4 HISTORICAL SIGNS, 70 FEET EAST OF THE EASTMOST SIGN, 52 FEET
 GV1581'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 6 FEET NORTH OF A
 GV1581'14 INCH PINE TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS
 GV1581'POST.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GV1581
 GV1581                          STATION RECOVERY (1996)
 GV1581
 GV1581'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1581'RECOVERED IN GOOD CONDITION.
 GV1581
 GV1581                          STATION RECOVERY (2000)
 GV1581
 GV1581'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1581'MARK NOT FOUND.
 GV1581
 GV1581                          STATION RECOVERY (2005)
 GV1581
 GV1581'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0693 ***********************************************************************
 GV0693  DESIGNATION -  E 345
 GV0693  PID         -  GV0693
 GV0693  STATE/COUNTY-  VA/JAMES CITY
 GV0693  USGS QUAD   -  NORGE (1984)
 GV0693
 GV0693                         *CURRENT SURVEY CONTROL
 GV0693  ___________________________________________________________________
 GV0693* NAD 83(1986)-  37 22 29.     (N)    076 45 17.     (W)     SCALED    
 GV0693* NAVD 88     -        29.660  (meters)      97.31   (feet)  ADJUSTED  
 GV0693  ___________________________________________________________________
 GV0693  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 GV0693  DYNAMIC HT  -          29.638 (meters)      97.24  (feet)  COMP
 GV0693  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 GV0693
 GV0693  VERT ORDER  -  SECOND    CLASS 0
 GV0693
 GV0693.The horizontal coordinates were scaled from a topographic map and have
 GV0693.an estimated accuracy of +/- 6 seconds.
 GV0693
 GV0693.The orthometric height was determined by differential leveling
 GV0693.and adjusted by the National Geodetic Survey in June 1991..
 GV0693
 GV0693.The geoid height was determined by GEOID03.
 GV0693
 GV0693.The dynamic height is computed by dividing the NAVD 88
 GV0693.geopotential number by the normal gravity value computed on the
 GV0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0693.degrees latitude (g = 980.6199 gals.).
 GV0693
 GV0693.The modeled gravity was interpolated from observed gravity values.
 GV0693
 GV0693;                    North         East    Units  Estimated Accuracy
 GV0693;SPC VA S     - 1,117,000.    3,654,570.      MT  (+/- 180 meters Scaled)
 GV0693
 GV0693                          SUPERSEDED SURVEY CONTROL
 GV0693
 GV0693  NGVD 29 (??/??/??)   30.000  (m)           98.42   (f) ADJUSTED    2 0
 GV0693
 GV0693.Superseded values are not recommended for survey control.
 GV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0693.See file dsdata.txt to determine how the superseded data were derived.
 GV0693
 GV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG446378(NAD 83)
 GV0693_MARKER: DB = BENCH MARK DISK
 GV0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0693_STAMPING: E 345 1958
 GV0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0693+STABILITY: SURFACE MOTION
 GV0693
 GV0693  HISTORY     - Date     Condition        Report By
 GV0693  HISTORY     - 1958     MONUMENTED       CGS
 GV0693  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 GV0693  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0693
 GV0693                          STATION DESCRIPTION
 GV0693
 GV0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0693'8.6 MI SE FROM LANEXA.
 GV0693'5.0 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0693'OFFICE, THENCE SOUTHEAST ON STATE HIGHWAY 168 FOR 3.6 MILES.
 GV0693'THE MARK IS IN A FENCE LINE 41 FEET SOUTHWEST OF THE CENTERLINE
 GV0693'OF STATE HIGHWAY 168, 16 FEET SOUTHEAST OF POWER POLE NO. 1717-13,
 GV0693'13 FEET WEST NORTHWEST OF DRIVEWAY TO D.K. MC GINNIS HOUSE AND
 GV0693'2 FEET EAST OF A METAL WITNESS POST.  SET IN A TEN INCH SQUARE
 GV0693'CONCRETE POST PROJECTING 4 INCHES.
 GV0693
 GV0693                          STATION RECOVERY (1997)
 GV0693
 GV0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0693'MARK NOT FOUND.
 GV0693
 GV0693                          STATION RECOVERY (2002)
 GV0693
 GV0693'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0497 ***********************************************************************
 HW0497  DESIGNATION -  E 346
 HW0497  PID         -  HW0497
 HW0497  STATE/COUNTY-  VA/ALBEMARLE
 HW0497  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0497
 HW0497                         *CURRENT SURVEY CONTROL
 HW0497  ___________________________________________________________________
 HW0497* NAD 83(1986)-  38 02 56.     (N)    078 28 00.     (W)     SCALED    
 HW0497* NAVD 88     -       119.538  (meters)     392.18   (feet)  ADJUSTED  
 HW0497  ___________________________________________________________________
 HW0497  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0497  DYNAMIC HT  -         119.454 (meters)     391.91  (feet)  COMP
 HW0497  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 HW0497
 HW0497  VERT ORDER  -  SECOND    CLASS 0
 HW0497
 HW0497.The horizontal coordinates were scaled from a topographic map and have
 HW0497.an estimated accuracy of +/- 6 seconds.
 HW0497
 HW0497.The orthometric height was determined by differential leveling
 HW0497.and adjusted by the National Geodetic Survey in June 1991..
 HW0497
 HW0497.The geoid height was determined by GEOID03.
 HW0497
 HW0497.The dynamic height is computed by dividing the NAVD 88
 HW0497.geopotential number by the normal gravity value computed on the
 HW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0497.degrees latitude (g = 980.6199 gals.).
 HW0497
 HW0497.The modeled gravity was interpolated from observed gravity values.
 HW0497
 HW0497;                    North         East    Units  Estimated Accuracy
 HW0497;SPC VA S     - 1,190,390.    3,502,930.      MT  (+/- 180 meters Scaled)
 HW0497
 HW0497                          SUPERSEDED SURVEY CONTROL
 HW0497
 HW0497  NGVD 29 (??/??/92)  119.777  (m)          392.97   (f) ADJ UNCH    2 0
 HW0497
 HW0497.Superseded values are not recommended for survey control.
 HW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0497.See file dsdata.txt to determine how the superseded data were derived.
 HW0497
 HW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC222142(NAD 83)
 HW0497_MARKER: DB = BENCH MARK DISK
 HW0497_SETTING: 66 = SET IN ROCK OUTCROP
 HW0497_SP_SET: ROCK OUTCROP
 HW0497_STAMPING: E 346 1958
 HW0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0497+STABILITY: POSITION/ELEVATION WELL
 HW0497
 HW0497  HISTORY     - Date     Condition        Report By
 HW0497  HISTORY     - 1958     MONUMENTED       CGS
 HW0497  HISTORY     - 1964     GOOD             NGS
 HW0497
 HW0497                          STATION DESCRIPTION
 HW0497
 HW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0497'1 MI N FROM CHARLOTTESVILLE.
 HW0497'1.0 MILE NORTH ON PARK STREET FROM THE INTERSECTION OF U.S.
 HW0497'HIGHWAY 250 BYPASS, AT POINT WHERE ROAD MAKES BEND TO LEFT, 19
 HW0497'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHWEST OF
 HW0497'A C AND GS WITNESS SIGN AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 HW0497'SET IN A DRILL HOLE IN ROCK OUTCROP.
 HW0497
 HW0497                          STATION RECOVERY (1964)
 HW0497
 HW0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2795 ***********************************************************************
 AI2795  DESIGNATION -  E 346 RESET
 AI2795  PID         -  AI2795
 AI2795  STATE/COUNTY-  VA/ALBEMARLE
 AI2795  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 AI2795
 AI2795                         *CURRENT SURVEY CONTROL
 AI2795  ___________________________________________________________________
 AI2795* NAD 83(1986)-  38 02 56.     (N)    078 28 00.     (W)     SCALED    
 AI2795* NAVD 88     -       111.74   (meters)     366.6    (feet)  RESET     
 AI2795  ___________________________________________________________________
 AI2795  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AI2795
 AI2795  VERT ORDER  -  THIRD
 AI2795
 AI2795.The horizontal coordinates were scaled from a topographic map and have
 AI2795.an estimated accuracy of +/- 6 seconds.
 AI2795
 AI2795.The orthometric height was computed from unverified reset data.
 AI2795.No vertical observational check was made to the station.
 AI2795
 AI2795.The geoid height was determined by GEOID03.
 AI2795
 AI2795;                    North         East    Units  Estimated Accuracy
 AI2795;SPC VA S     - 1,190,390.    3,502,930.      MT  (+/- 180 meters Scaled)
 AI2795
 AI2795                          SUPERSEDED SURVEY CONTROL
 AI2795
 AI2795.No superseded survey control is available for this station.
 AI2795
 AI2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC222142(NAD 83)
 AI2795_MARKER: DV = VERTICAL CONTROL DISK
 AI2795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2795_SP_SET: BRIDGE WALKWAY
 AI2795_STAMPING: E 346 RESET 1999
 AI2795_MARK LOGO: NGS   
 AI2795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2795+STABILITY: SURFACE MOTION
 AI2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2795+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 AI2795
 AI2795  HISTORY     - Date     Condition        Report By
 AI2795  HISTORY     - 1999     MONUMENTED       NGS
 AI2795  HISTORY     - 20040703 GOOD             GEOCAC
 AI2795  HISTORY     - 20050731 GOOD             USPSQD
 AI2795
 AI2795                          STATION DESCRIPTION
 AI2795
 AI2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JRH)
 AI2795'0.035 MILES (0.056 KM) NORTH ON STATE ROUTE 631 (PARK ST) FROM THE
 AI2795'INTERSECTION OF MELBOURNE ROAD, SAID MARK IS 3.15 FEET, (0.96 M)
 AI2795'SOUTHEAST OF END OF BRIDGE AND 1.2 FEET (0.4 M) EAST OF CONCRETE
 AI2795'PARAPET WALL, SET FLUSH ON CONCRETE WALL NEAR NORTHWEST CORNER OF
 AI2795'BRIDGE (STRUCTURE 6171) OVER MEADOW CREEK.  THE DISK IS 350 FEET
 AI2795'(106.7 M) SOUTHEAST OF RADIO TOWER, 150 FEET (45.7 M) NORTHEAST OF
 AI2795'CONCRETE DROP INLET (MELBOURNE ROAD) , 28.5 FEET (8.7 M) SOUTH OF
 AI2795'CENTEL TELEPHONE POLE S 29, 3.15 FEET (0.96 M) SOUTH OF NORTH END OF
 AI2795'BRIDGE (STRUCTURE 6171) , 1.2 FEET (0.4 M) EAST OF CONCRETE PARAPET
 AI2795'WALL.
 AI2795
 AI2795                          STATION RECOVERY (2004)
 AI2795
 AI2795'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 AI2795'HANDHELD COORDINATES ARE N38-02-50.64 W078-28-10.26.
 AI2795
 AI2795                          STATION RECOVERY (2005)
 AI2795
 AI2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AI2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0913 ***********************************************************************
 GW0913  DESIGNATION -  E 348
 GW0913  PID         -  GW0913
 GW0913  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0913  USGS QUAD   -  CORNWALL (1986)
 GW0913
 GW0913                         *CURRENT SURVEY CONTROL
 GW0913  ___________________________________________________________________
 GW0913* NAD 83(1986)-  37 51 12.     (N)    079 21 33.     (W)     SCALED    
 GW0913* NAVD 88     -       411.753  (meters)    1350.89   (feet)  ADJUSTED  
 GW0913  ___________________________________________________________________
 GW0913  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0913  DYNAMIC HT  -         411.434 (meters)    1349.85  (feet)  COMP
 GW0913  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GW0913
 GW0913  VERT ORDER  -  SECOND    CLASS 0
 GW0913
 GW0913.The horizontal coordinates were scaled from a topographic map and have
 GW0913.an estimated accuracy of +/- 6 seconds.
 GW0913
 GW0913.The orthometric height was determined by differential leveling
 GW0913.and adjusted by the National Geodetic Survey in June 1991..
 GW0913
 GW0913.The geoid height was determined by GEOID03.
 GW0913
 GW0913.The dynamic height is computed by dividing the NAVD 88
 GW0913.geopotential number by the normal gravity value computed on the
 GW0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0913.degrees latitude (g = 980.6199 gals.).
 GW0913
 GW0913.The modeled gravity was interpolated from observed gravity values.
 GW0913
 GW0913;                    North         East    Units  Estimated Accuracy
 GW0913;SPC VA S     - 1,169,030.    3,424,390.      MT  (+/- 180 meters Scaled)
 GW0913
 GW0913                          SUPERSEDED SURVEY CONTROL
 GW0913
 GW0913  NGVD 29 (??/??/92)  411.894  (m)         1351.36   (f) ADJ UNCH    2 0
 GW0913
 GW0913.Superseded values are not recommended for survey control.
 GW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0913.See file dsdata.txt to determine how the superseded data were derived.
 GW0913
 GW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB443908(NAD 83)
 GW0913_MARKER: DB = BENCH MARK DISK
 GW0913_SETTING: 66 = SET IN ROCK OUTCROP
 GW0913_SP_SET: SET IN ROCK OUTCROP
 GW0913_STAMPING: E 348 1958
 GW0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0913+STABILITY: POSITION/ELEVATION WELL
 GW0913
 GW0913  HISTORY     - Date     Condition        Report By
 GW0913  HISTORY     - 1958     MONUMENTED       CGS
 GW0913
 GW0913                          STATION DESCRIPTION
 GW0913
 GW0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0913'5 MI SW FROM FAIRFIELD.
 GW0913'ABOUT 4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0913'OFFICE AT FAIRFIELD, THENCE 0.65 MILE NORTHWEST ALONG COUNTY
 GW0913'ROAD NO. 716, 60 PACES EAST OF THE JUNCTION OF COUNTY ROAD NO.
 GW0913'717, NEAR THE T JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST
 GW0913'TO A HOUSE, ON TOP OF A 6-BY-3-FOOT OUTCROP PROJECTING 3 FEET
 GW0913'ABOVE THE GROUND, 23 FEET NORTHEAST OF THE CENTER LINE OF THE
 GW0913'COUNTY ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE
 GW0913'DRIVEWAY, 49 FEET NORTHWEST OF THE CENTER OF A SMALL CONCRETE
 GW0913'BRIDGE OVER A SMALL CREEK, 5 FEET SOUTHWEST OF A FENCE LINE AND
 GW0913'ABOUT 3 FEET ABOVE THE LEVEL OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0914 ***********************************************************************
 GW0914  DESIGNATION -  E 348 RESET 1971
 GW0914  PID         -  GW0914
 GW0914  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0914  USGS QUAD   -  CORNWALL (1986)
 GW0914
 GW0914                         *CURRENT SURVEY CONTROL
 GW0914  ___________________________________________________________________
 GW0914* NAD 83(1986)-  37 51 12.     (N)    079 21 33.     (W)     SCALED    
 GW0914* NAVD 88     -       414.805  (meters)    1360.91   (feet)  ADJUSTED  
 GW0914  ___________________________________________________________________
 GW0914  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GW0914  DYNAMIC HT  -         414.483 (meters)    1359.85  (feet)  COMP
 GW0914  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 GW0914
 GW0914  VERT ORDER  -  FIRST     CLASS II
 GW0914
 GW0914.The horizontal coordinates were scaled from a topographic map and have
 GW0914.an estimated accuracy of +/- 6 seconds.
 GW0914
 GW0914.The orthometric height was determined by differential leveling
 GW0914.and adjusted by the National Geodetic Survey in June 1991..
 GW0914
 GW0914.The geoid height was determined by GEOID03.
 GW0914
 GW0914.The dynamic height is computed by dividing the NAVD 88
 GW0914.geopotential number by the normal gravity value computed on the
 GW0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0914.degrees latitude (g = 980.6199 gals.).
 GW0914
 GW0914.The modeled gravity was interpolated from observed gravity values.
 GW0914
 GW0914;                    North         East    Units  Estimated Accuracy
 GW0914;SPC VA S     - 1,169,030.    3,424,390.      MT  (+/- 180 meters Scaled)
 GW0914
 GW0914                          SUPERSEDED SURVEY CONTROL
 GW0914
 GW0914.No superseded survey control is available for this station.
 GW0914
 GW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB443908(NAD 83)
 GW0914_MARKER: DB = BENCH MARK DISK
 GW0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0914_STAMPING: E 348 RESET 1971
 GW0914_MARK LOGO: NGS   
 GW0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0914+STABILITY: SURFACE MOTION
 GW0914
 GW0914  HISTORY     - Date     Condition        Report By
 GW0914  HISTORY     - 1971     MONUMENTED       VADH
 GW0914  HISTORY     - 1984     GOOD             NGS
 GW0914
 GW0914                          STATION DESCRIPTION
 GW0914
 GW0914'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971
 GW0914'5 MI SW FROM FAIRFIELD.
 GW0914'ABOUT 4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 GW0914'OFFICE AT FAIRFIELD, THENCE 0.65 MILE NORTHWEST ALONG COUNTY ROAD
 GW0914'716.  ABOUT 100 PACES EAST-SOUTHEAST OF THE JUNCTION OF COUNTY
 GW0914'ROADS 716 AND 717, ABOUT 45 FEET EAST OF CENTER LINE OF COUNTY
 GW0914'ROAD 716 AND NEAR THE RIGHT-OF-WAY LINE, SET IN THE TOP OF A 10 IN
 GW0914'X 10 IN CONCRETE POST AND NEAR A PRIVITE DRIVE LEADING EAST.
 GW0914
 GW0914                          STATION RECOVERY (1984)
 GW0914
 GW0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0914'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 6.9 KM (4.3 MI)
 GW0914'SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE IN FAIRFIELD,
 GW0914'THENCE 1.0 KM (0.65 MI) NORTHWEST ALONG COUNTY ROAD 716 TO THE MARK ON
 GW0914'THE RIGHT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF COUNTY ROAD 717,
 GW0914'16.4 METERS (54.0 FT) NORTH-NORTHEAST OF THE CENTER OF ROAD 716,
 GW0914'14.9 METERS (49.0 FT) EAST OF THE CENTER OF ROAD 717, 9.4 METERS
 GW0914'(31.0 FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL, 1.2 METERS
 GW0914'(4.0 FT) WEST OF A FENCE POST WITH A WITNESS SIGN NAILED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1590 ***********************************************************************
 GW1590  DESIGNATION -  E 349
 GW1590  PID         -  GW1590
 GW1590  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1590  USGS QUAD   -  NATURAL BRIDGE (1978)
 GW1590
 GW1590                         *CURRENT SURVEY CONTROL
 GW1590  ___________________________________________________________________
 GW1590* NAD 83(1986)-  37 38 53.     (N)    079 31 33.     (W)     SCALED    
 GW1590* NAVD 88     -       382.620  (meters)    1255.31   (feet)  ADJUSTED  
 GW1590  ___________________________________________________________________
 GW1590  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW1590  DYNAMIC HT  -         382.315 (meters)    1254.31  (feet)  COMP
 GW1590  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 GW1590
 GW1590  VERT ORDER  -  FIRST     CLASS II
 GW1590
 GW1590.The horizontal coordinates were scaled from a topographic map and have
 GW1590.an estimated accuracy of +/- 6 seconds.
 GW1590
 GW1590.The orthometric height was determined by differential leveling
 GW1590.and adjusted by the National Geodetic Survey in June 1991..
 GW1590
 GW1590.The geoid height was determined by GEOID03.
 GW1590
 GW1590.The dynamic height is computed by dividing the NAVD 88
 GW1590.geopotential number by the normal gravity value computed on the
 GW1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1590.degrees latitude (g = 980.6199 gals.).
 GW1590
 GW1590.The modeled gravity was interpolated from observed gravity values.
 GW1590
 GW1590;                    North         East    Units  Estimated Accuracy
 GW1590;SPC VA S     - 1,146,400.    3,409,480.      MT  (+/- 180 meters Scaled)
 GW1590
 GW1590                          SUPERSEDED SURVEY CONTROL
 GW1590
 GW1590  NGVD 29 (??/??/92)  382.810  (m)         1255.94   (f) ADJ UNCH    1 2
 GW1590
 GW1590.Superseded values are not recommended for survey control.
 GW1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1590.See file dsdata.txt to determine how the superseded data were derived.
 GW1590
 GW1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB300677(NAD 83)
 GW1590_MARKER: DB = BENCH MARK DISK
 GW1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1590_STAMPING: E 349 1958
 GW1590_MARK LOGO: CGS   
 GW1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1590+STABILITY: SURFACE MOTION
 GW1590
 GW1590  HISTORY     - Date     Condition        Report By
 GW1590  HISTORY     - 1958     MONUMENTED       CGS
 GW1590  HISTORY     - 1961     GOOD             NGS
 GW1590  HISTORY     - 1984     GOOD             NGS
 GW1590
 GW1590                          STATION DESCRIPTION
 GW1590
 GW1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1590'1.8 MI NE FROM NATURAL BRIDGE.
 GW1590'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 GW1590'JUNCTION OF STATE HIGHWAY 130 AT NATURAL BRIDGE, NEAR THE
 GW1590'SOUTHEAST EDGE OF A HEAVILY WOODED AREA, 38 FEET NORTHWEST OF
 GW1590'THE CENTER LINE OF THE HIGHWAY, 95 YARDS NORTHEAST AND ACROSS
 GW1590'THE HIGHWAY FROM THE CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST
 GW1590'TO THE GRIMS MOTEL, 120 FEET NORTHWEST AND ACROSS THE HIGHWAY
 GW1590'FROM POWER LINE POLE NO. FHC-6, 2 FEET ABOVE THE LEVEL OF THE
 GW1590'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 GW1590'ABOVE THE GROUND.
 GW1590
 GW1590                          STATION RECOVERY (1961)
 GW1590
 GW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GW1590'RECOVERED IN GOOD CONDITION.
 GW1590
 GW1590                          STATION RECOVERY (1984)
 GW1590
 GW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0956 ***********************************************************************
 GW0956  DESIGNATION -  E 350
 GW0956  PID         -  GW0956
 GW0956  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0956  USGS QUAD   -  LEXINGTON (1978)
 GW0956
 GW0956                         *CURRENT SURVEY CONTROL
 GW0956  ___________________________________________________________________
 GW0956* NAD 83(1986)-  37 51 04.     (N)    079 29 28.     (W)     SCALED    
 GW0956* NAVD 88     -       349.217  (meters)    1145.72   (feet)  ADJUSTED  
 GW0956  ___________________________________________________________________
 GW0956  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 GW0956  DYNAMIC HT  -         348.946 (meters)    1144.83  (feet)  COMP
 GW0956  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 GW0956
 GW0956  VERT ORDER  -  SECOND    CLASS 0
 GW0956
 GW0956.The horizontal coordinates were scaled from a topographic map and have
 GW0956.an estimated accuracy of +/- 6 seconds.
 GW0956
 GW0956.The orthometric height was determined by differential leveling
 GW0956.and adjusted by the National Geodetic Survey in June 1991..
 GW0956
 GW0956.The geoid height was determined by GEOID03.
 GW0956
 GW0956.The dynamic height is computed by dividing the NAVD 88
 GW0956.geopotential number by the normal gravity value computed on the
 GW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0956.degrees latitude (g = 980.6199 gals.).
 GW0956
 GW0956.The modeled gravity was interpolated from observed gravity values.
 GW0956
 GW0956;                    North         East    Units  Estimated Accuracy
 GW0956;SPC VA S     - 1,168,900.    3,412,780.      MT  (+/- 180 meters Scaled)
 GW0956
 GW0956                          SUPERSEDED SURVEY CONTROL
 GW0956
 GW0956  NGVD 29 (??/??/92)  349.387  (m)         1146.28   (f) ADJ UNCH    2 0
 GW0956
 GW0956.Superseded values are not recommended for survey control.
 GW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0956.See file dsdata.txt to determine how the superseded data were derived.
 GW0956
 GW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB327903(NAD 83)
 GW0956_MARKER: DB = BENCH MARK DISK
 GW0956_SETTING: 66 = SET IN ROCK OUTCROP
 GW0956_SP_SET: SET IN ROCK OUTCROP
 GW0956_STAMPING: E 350 1958
 GW0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0956+STABILITY: POSITION/ELEVATION WELL
 GW0956
 GW0956  HISTORY     - Date     Condition        Report By
 GW0956  HISTORY     - 1958     MONUMENTED       CGS
 GW0956
 GW0956                          STATION DESCRIPTION
 GW0956
 GW0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0956'6.2 MI NW FROM LEXINGTON.
 GW0956'ABOUT 6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW0956'OFFICE AT LEXINGTON, 0.45 MILE NORTHWEST OF THE BRIDGE OVER KERRS
 GW0956'CREEK, ON THE TOP OF A VERY LARGE FLAT OUTCROP PROJECTING 1 FOOT
 GW0956'ABOVE THE GROUND, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 GW0956'HIGHWAY, 97 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 GW0956'HIGHWAY AND COUNTY ROAD NO. 631 LEADING SOUTHWEST, 15 FEET NORTH
 GW0956'OF A 12-INCH BLACK WALNUT TREE, 7 FEET NORTHEAST OF A FENCE LINE
 GW0956'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1619 ***********************************************************************
 GW1619  DESIGNATION -  E 351
 GW1619  PID         -  GW1619
 GW1619  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1619  USGS QUAD   -  COLLIERSTOWN (1986)
 GW1619
 GW1619                         *CURRENT SURVEY CONTROL
 GW1619  ___________________________________________________________________
 GW1619* NAD 83(1986)-  37 47 48.     (N)    079 30 36.     (W)     SCALED    
 GW1619* NAVD 88     -       428.251  (meters)    1405.02   (feet)  ADJUSTED  
 GW1619  ___________________________________________________________________
 GW1619  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW1619  DYNAMIC HT  -         427.915 (meters)    1403.92  (feet)  COMP
 GW1619  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 GW1619
 GW1619  VERT ORDER  -  SECOND    CLASS 0
 GW1619
 GW1619.The horizontal coordinates were scaled from a topographic map and have
 GW1619.an estimated accuracy of +/- 6 seconds.
 GW1619
 GW1619.The orthometric height was determined by differential leveling
 GW1619.and adjusted by the National Geodetic Survey in June 1991..
 GW1619
 GW1619.The geoid height was determined by GEOID03.
 GW1619
 GW1619.The dynamic height is computed by dividing the NAVD 88
 GW1619.geopotential number by the normal gravity value computed on the
 GW1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1619.degrees latitude (g = 980.6199 gals.).
 GW1619
 GW1619.The modeled gravity was interpolated from observed gravity values.
 GW1619
 GW1619;                    North         East    Units  Estimated Accuracy
 GW1619;SPC VA S     - 1,162,870.    3,411,050.      MT  (+/- 180 meters Scaled)
 GW1619
 GW1619                          SUPERSEDED SURVEY CONTROL
 GW1619
 GW1619  NGVD 29 (??/??/92)  428.419  (m)         1405.57   (f) ADJ UNCH    2 0
 GW1619
 GW1619.Superseded values are not recommended for survey control.
 GW1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1619.See file dsdata.txt to determine how the superseded data were derived.
 GW1619
 GW1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB311843(NAD 83)
 GW1619_MARKER: DB = BENCH MARK DISK
 GW1619_SETTING: 66 = SET IN ROCK OUTCROP
 GW1619_SP_SET: SET IN ROCK OUTCROP
 GW1619_STAMPING: E 351 1958
 GW1619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1619+STABILITY: POSITION/ELEVATION WELL
 GW1619
 GW1619  HISTORY     - Date     Condition        Report By
 GW1619  HISTORY     - 1958     MONUMENTED       CGS
 GW1619
 GW1619                          STATION DESCRIPTION
 GW1619
 GW1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1619'5 MI E FROM COLLIERSTOWN.
 GW1619'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 251 FROM THE COLLIERSTOWN
 GW1619'PRESBYTERIAN CHURCH AT COLLIERSTOWN, THENCE 4.7 MILES EAST ALONG
 GW1619'COUNTY ROAD NO. 672, 0.15 MILE WEST OF THE T JUNCTION OF COUNTY
 GW1619'ROAD NO. 673 LEADING NORTHEAST, ON THE TOP OF A 2-BY-5-FOOT OUTCROP
 GW1619'PROJECTING 1 FOOT ABOVE THE GROUND, 24 FEET NORTH OF THE CENTER
 GW1619'LINE OF THE ROAD, 23 1/2 FEET NORTHWEST OF THE NORTH END OF A
 GW1619'12-INCH PIPE CULVERT UNDER THE ROAD, 10 FEET NORTH OF A FENCE LINE
 GW1619'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK
 GW1619'MAY BE REACHED BY GOING 2.9 MILES NORTHWEST ALONG U.S. HIGHWAY 60
 GW1619'FROM THE POST OFFICE AT LEXINGTON, THENCE 1.3 MILES SOUTHWEST
 GW1619'ALONG COUNTY ROAD NO. 641, THENCE 0.85 MILES SOUTHWEST ALONG
 GW1619'COUNTY ROAD NO. 673, THENCE 0.15 MILE WEST ALONG COUNTY ROAD NO.
 GW1619'672 TO BENCH MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1677 ***********************************************************************
 GW1677  DESIGNATION -  E 352
 GW1677  PID         -  GW1677
 GW1677  STATE/COUNTY-  VA/ALLEGHANY
 GW1677  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1677
 GW1677                         *CURRENT SURVEY CONTROL
 GW1677  ___________________________________________________________________
 GW1677* NAD 83(1986)-  37 48 19.     (N)    079 51 21.     (W)     SCALED    
 GW1677* NAVD 88     -       334.152  (meters)    1096.30   (feet)  ADJUSTED  
 GW1677  ___________________________________________________________________
 GW1677  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW1677  DYNAMIC HT  -         333.886 (meters)    1095.42  (feet)  COMP
 GW1677  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GW1677
 GW1677  VERT ORDER  -  SECOND    CLASS 0
 GW1677
 GW1677.The horizontal coordinates were scaled from a topographic map and have
 GW1677.an estimated accuracy of +/- 6 seconds.
 GW1677
 GW1677.The orthometric height was determined by differential leveling
 GW1677.and adjusted by the National Geodetic Survey in June 1991..
 GW1677
 GW1677.The geoid height was determined by GEOID03.
 GW1677
 GW1677.The dynamic height is computed by dividing the NAVD 88
 GW1677.geopotential number by the normal gravity value computed on the
 GW1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1677.degrees latitude (g = 980.6199 gals.).
 GW1677
 GW1677.The modeled gravity was interpolated from observed gravity values.
 GW1677
 GW1677;                    North         East    Units  Estimated Accuracy
 GW1677;SPC VA S     - 1,164,210.    3,380,610.      MT  (+/- 180 meters Scaled)
 GW1677
 GW1677                          SUPERSEDED SURVEY CONTROL
 GW1677
 GW1677  NGVD 29 (??/??/92)  334.343  (m)         1096.92   (f) ADJ UNCH    2 0
 GW1677
 GW1677.Superseded values are not recommended for survey control.
 GW1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1677.See file dsdata.txt to determine how the superseded data were derived.
 GW1677
 GW1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB007848(NAD 83)
 GW1677_MARKER: DB = BENCH MARK DISK
 GW1677_SETTING: 66 = SET IN ROCK OUTCROP
 GW1677_SP_SET: OUTCROP
 GW1677_STAMPING: E 352 1958
 GW1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1677+STABILITY: POSITION/ELEVATION WELL
 GW1677
 GW1677  HISTORY     - Date     Condition        Report By
 GW1677  HISTORY     - 1958     MONUMENTED       CGS
 GW1677
 GW1677                          STATION DESCRIPTION
 GW1677
 GW1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1677'2 MI SW FROM CLIFTON FORGE.
 GW1677'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1677'HALL AT CLIFTON FORGE, ON THE TOP OF A 3-BY-2-FOOT OUTCROP
 GW1677'PROJECTING 1 FOOT ABOVE THE GROUND, ABOUT 0.75 MILE SOUTHWEST
 GW1677'OF THE SOUTHWEST END OF THE BRIDGE OVER THE JACKSON RIVER,
 GW1677'36.8 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 GW1677'AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1678 ***********************************************************************
 GW1678  DESIGNATION -  E 352 RESET 1962
 GW1678  PID         -  GW1678
 GW1678  STATE/COUNTY-  VA/ALLEGHANY
 GW1678  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1678
 GW1678                         *CURRENT SURVEY CONTROL
 GW1678  ___________________________________________________________________
 GW1678* NAD 83(1986)-  37 48 19.     (N)    079 51 21.     (W)     SCALED    
 GW1678* NAVD 88     -       332.319  (meters)    1090.28   (feet)  ADJUSTED  
 GW1678  ___________________________________________________________________
 GW1678  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW1678  DYNAMIC HT  -         332.054 (meters)    1089.41  (feet)  COMP
 GW1678  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 GW1678
 GW1678  VERT ORDER  -  FIRST     CLASS II
 GW1678
 GW1678.The horizontal coordinates were scaled from a topographic map and have
 GW1678.an estimated accuracy of +/- 6 seconds.
 GW1678
 GW1678.The orthometric height was determined by differential leveling
 GW1678.and adjusted by the National Geodetic Survey in June 1991..
 GW1678
 GW1678.The geoid height was determined by GEOID03.
 GW1678
 GW1678.The dynamic height is computed by dividing the NAVD 88
 GW1678.geopotential number by the normal gravity value computed on the
 GW1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1678.degrees latitude (g = 980.6199 gals.).
 GW1678
 GW1678.The modeled gravity was interpolated from observed gravity values.
 GW1678
 GW1678;                    North         East    Units  Estimated Accuracy
 GW1678;SPC VA S     - 1,164,210.    3,380,610.      MT  (+/- 180 meters Scaled)
 GW1678
 GW1678                          SUPERSEDED SURVEY CONTROL
 GW1678
 GW1678  NGVD 29 (??/??/??)  332.49   (m)         1090.8    (f) RESET       3  
 GW1678
 GW1678.Superseded values are not recommended for survey control.
 GW1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1678.See file dsdata.txt to determine how the superseded data were derived.
 GW1678
 GW1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB007848(NAD 83)
 GW1678_MARKER: DD = SURVEY DISK
 GW1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1678_STAMPING: E 352 RESET 1962
 GW1678_MARK LOGO: CGS   
 GW1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1678+STABILITY: SURFACE MOTION
 GW1678
 GW1678  HISTORY     - Date     Condition        Report By
 GW1678  HISTORY     - 1962     MONUMENTED       VADH
 GW1678  HISTORY     - 1962     GOOD             NGS
 GW1678  HISTORY     - 1984     GOOD             NGS
 GW1678
 GW1678                          STATION DESCRIPTION
 GW1678
 GW1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1678'2 MI SW FROM CLIFTON FORGE.
 GW1678'ABOUT 2.0 MILES SOUTHWEST ALONG HIGHWAY 0064 FROM THE CITY
 GW1678'HALL AT CLIFTON FORGE.  A BRONZE DISK STAMPED E 352 RESET 1962,
 GW1678'SET IN TOP OF CONCRETE POST PROJECTING 1 FOOT ABOVE THE
 GW1678'GROUND.  ABOUT 0.75 MILES SOUTHWEST OF SOUTHWEST END OF BRIDGE
 GW1678'OVER JACKSON RIVER, ABOUT 48 FEET NORTH-NORTHWEST OF CENTERLINE
 GW1678'WESTBOUND LANE RT. 0064 AND ABOUT 3 FEET LOWER THAN LEVEL
 GW1678'WITH HIGHWAY.  ABOUT 20 FEET WEST OF END OF CUT ON NORTH SIDE
 GW1678'OF HIGHWAY, AND 210 FEET EAST OF EAST END OF GUARD RAIL ON
 GW1678'NORTH SIDE OF HIGHWAY.
 GW1678
 GW1678                          STATION RECOVERY (1984)
 GW1678
 GW1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1461 ***********************************************************************
 GX1461  DESIGNATION -  E 36 RESET 1973
 GX1461  PID         -  GX1461
 GX1461  STATE/COUNTY-  VA/BLAND
 GX1461  USGS QUAD   -  BLAND (1977)
 GX1461
 GX1461                         *CURRENT SURVEY CONTROL
 GX1461  ___________________________________________________________________
 GX1461* NAD 83(1986)-  37 07 06.     (N)    081 07 22.     (W)     SCALED    
 GX1461* NAVD 88     -       789.152  (meters)    2589.08   (feet)  ADJUSTED  
 GX1461  ___________________________________________________________________
 GX1461  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 GX1461  DYNAMIC HT  -         788.431 (meters)    2586.71  (feet)  COMP
 GX1461  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 GX1461
 GX1461  VERT ORDER  -  FIRST     CLASS II
 GX1461
 GX1461.The horizontal coordinates were scaled from a topographic map and have
 GX1461.an estimated accuracy of +/- 6 seconds.
 GX1461
 GX1461.The orthometric height was determined by differential leveling
 GX1461.and adjusted by the National Geodetic Survey in June 1991..
 GX1461
 GX1461.The geoid height was determined by GEOID03.
 GX1461
 GX1461.The dynamic height is computed by dividing the NAVD 88
 GX1461.geopotential number by the normal gravity value computed on the
 GX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1461.degrees latitude (g = 980.6199 gals.).
 GX1461
 GX1461.The modeled gravity was interpolated from observed gravity values.
 GX1461
 GX1461;                    North         East    Units  Estimated Accuracy
 GX1461;SPC VA S     - 1,090,350.    3,266,950.      MT  (+/- 180 meters Scaled)
 GX1461
 GX1461                          SUPERSEDED SURVEY CONTROL
 GX1461
 GX1461  NGVD 29 (??/??/92)  790.093  (m)         2592.16   (f) ADJ UNCH    1 2
 GX1461
 GX1461.Superseded values are not recommended for survey control.
 GX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1461.See file dsdata.txt to determine how the superseded data were derived.
 GX1461
 GX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB890080(NAD 83)
 GX1461_MARKER: DD = SURVEY DISK
 GX1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GX1461_SP_SET: CONCRETE BOX
 GX1461_STAMPING: E 36 RESET 1973
 GX1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1461
 GX1461  HISTORY     - Date     Condition        Report By
 GX1461  HISTORY     - 1973     MONUMENTED       VADH
 GX1461  HISTORY     - 1974     GOOD             NGS
 GX1461  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1461
 GX1461                          STATION DESCRIPTION
 GX1461
 GX1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 GX1461'1.4 MI N FROM BLAND.
 GX1461'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 21 AND 52 FROM COURTHOUSE
 GX1461'IN BLAND WHERE ROUTE 77 CROSSES OVER ROUTE 21 AND 52, SET IN
 GX1461'TOP OF NORTHWEST CORNER OF HEADWALL OF CONCRETE BOX UNDER
 GX1461'INTERSTATE HIGHWAY NO. 77.  270 FEET SOUTH OF CENTERLINE OF U.S.
 GX1461'HIGHWAY 21 AND 52.
 GX1461
 GX1461                          STATION RECOVERY (1984)
 GX1461
 GX1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1461'NOT RECOVERED, DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2812 ***********************************************************************
 HV2812  DESIGNATION -  E 365
 HV2812  PID         -  HV2812
 HV2812  STATE/COUNTY-  VA/FAIRFAX
 HV2812  USGS QUAD   -  HERNDON (1994)
 HV2812
 HV2812                         *CURRENT SURVEY CONTROL
 HV2812  ___________________________________________________________________
 HV2812* NAD 83(1993)-  38 57 38.91591(N)    077 25 16.03687(W)     ADJUSTED  
 HV2812* NAVD 88     -       104.855  (meters)     344.01   (feet)  ADJUSTED  
 HV2812  ___________________________________________________________________
 HV2812  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 HV2812  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV2812  DYNAMIC HT  -         104.798 (meters)     343.82  (feet)  COMP
 HV2812  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 HV2812
 HV2812  HORZ ORDER  -  SECOND
 HV2812  VERT ORDER  -  SECOND    CLASS 0
 HV2812
 HV2812.The horizontal coordinates were established by classical geodetic methods
 HV2812.and adjusted by the National Geodetic Survey in November 1994..
 HV2812
 HV2812.The orthometric height was determined by differential leveling
 HV2812.and adjusted by the National Geodetic Survey in June 1991..
 HV2812
 HV2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2812
 HV2812.The geoid height was determined by GEOID03.
 HV2812
 HV2812.The dynamic height is computed by dividing the NAVD 88
 HV2812.geopotential number by the normal gravity value computed on the
 HV2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2812.degrees latitude (g = 980.6199 gals.).
 HV2812
 HV2812.The modeled gravity was interpolated from observed gravity values.
 HV2812
 HV2812;                    North         East     Units Scale Factor Converg.
 HV2812;SPC VA N     - 2,144,200.128 3,593,505.607   MT  0.99996629   +0 40 24.1
 HV2812;SPC VA N     - 7,034,763.25 11,789,692.98   sFT  0.99996629   +0 40 24.1
 HV2812;UTM  18      - 4,315,215.508   290,222.051   MT  1.00014191   -1 31 22.5
 HV2812
 HV2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2812!SPC VA N     -   0.99998854  x   0.99996629  =   0.99995483
 HV2812!UTM  18      -   0.99998854  x   1.00014191  =   1.00013045
 HV2812
 HV2812                          SUPERSEDED SURVEY CONTROL
 HV2812
 HV2812  NAD 83(1993)-  38 57 38.91572(N)    077 25 16.04117(W) AD(       ) 2
 HV2812  NAD 83(1986)-  38 57 38.91547(N)    077 25 16.04942(W) AD(       ) 2
 HV2812  NAD 27      -  38 57 38.51869(N)    077 25 17.08955(W) AD(       ) 2
 HV2812  NGVD 29 (??/??/??)  105.058  (m)          344.68   (f) ADJUSTED    2 0
 HV2812
 HV2812.Superseded values are not recommended for survey control.
 HV2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2812.See file dsdata.txt to determine how the superseded data were derived.
 HV2812
 HV2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9022215216(NAD 83)
 HV2812_MARKER: DB = BENCH MARK DISK
 HV2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2812_STAMPING: E 365 1958
 HV2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2812+STABILITY: SURFACE MOTION
 HV2812
 HV2812  HISTORY     - Date     Condition        Report By
 HV2812  HISTORY     - 1958     MONUMENTED       CGS
 HV2812  HISTORY     - 1960     GOOD             CGS
 HV2812  HISTORY     - 1980     GOOD             NGS
 HV2812
 HV2812                          STATION DESCRIPTION
 HV2812
 HV2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV2812'STATION IS APPROXIMATELY 6.0 MILES NORTH OF CHANTILLY, 2.25
 HV2812'MILES SOUTHWEST OF HERNDON, 31 FEET WEST OF COUNTY ROUTE
 HV2812'605, 18 FEET SOUTH OF COUNTY ROUTE 665, 13 FEET WEST OF A
 HV2812'POWER LINE POLE AND 1 FOOT NORTH OF A FENCE LINE.
 HV2812'
 HV2812'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HUMMER,
 HV2812'DISTANCE BEING 40.76 FEET (12.425 METERS) SOUTHWEST OF STATION
 HV2812'HUMMER.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC
 HV2812'SURVEY BENCH MARK DISK STAMPED E-365 1958, SET IN A SQUARE
 HV2812'CONCRETE POST WHICH PROJECTS 5 INCHES.
 HV2812'
 HV2812'TO REACH STATION HUMMER FROM THE CROSSROAD INTERSECTION AND CAUTION
 HV2812'LIGHT IN CHANTILLY, GO WEST-NORTHWEST ON U.S. HIGHWAY 50 FOR 1.7
 HV2812'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 HV2812'FOR 2.65 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST AND
 HV2812'NORTHEAST FOR 2.3 MILES TO A FORK AND THE STATION ON THE
 HV2812'LEFT.  (TURN LEFT AND GO NORTHWEST ON COUNTY ROUTE 665 FOR
 HV2812
 HV2812                          STATION RECOVERY (1960)
 HV2812
 HV2812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2812'2 MI W FROM HERNDON.
 HV2812'0.55 MILE WEST ALONG STATE HIGHWAY 28 (SECONDARD STATE HWY. 657)
 HV2812'FROM THE POST OFFICE IN HERNDON, THENCE 0.95 MILE NORTHWEST
 HV2812'ALONG SECONDARD STATE HWY. 606, THENCE 1.3 MILE SOUTHWEST ALONG
 HV2812'SECONDARD STATE HIGHWAY 605.  MARK IS 82.7 FEET NORTH OF AN 18-INCH
 HV2812'WHITE OAK TREE, 68.8 FEET SOUTHWEST OF THE HIGHEST POINT OF A
 HV2812'LARGE BOULDER, 29.2 FEET NORTHWEST OF THE CENTERLINE OF SECONDARD
 HV2812'STATE HWY. 18.9 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 HV2812'12.1 FEET WEST OF A WIRE FENCE CORNER, 1.0 FEET NORTH OF FENCE,
 HV2812'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2
 HV2812'INCHES ABOVE THE GROUND.  MARK IS 2.2 FEET NORTHWEST OF AN IRON
 HV2812'WITNESS POST.
 HV2812
 HV2812                          STATION RECOVERY (1980)
 HV2812
 HV2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HV2812'4.8 MILES NORTHERLY ALONG OLD CENTERVILLE ROAD FROM THE JUNCTION WITH
 HV2812'U.S. HIGHWAY 50 IN CHANTILLY TO HORSE PEN ROAD ON THE LEFT, THENCE
 HV2812'WEST AND SOUTH ON HORSE PEN ROAD FOR 0.95 MILE TO THE MARK, 23.8 FEET
 HV2812'EAST OF EAST MOST METAL LIGHT POLE, 29.8 FEET NORTHEAST OF THE CENTER
 HV2812'OF A PAVED ENTRANCE ROAD, 30.6 FEET NORTHWEST OF THE CENTER OF HORSE
 HV2812'PEN ROAD AND 46.9 FEET NORTHWEST OF THE POWERLINE POLE NO 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7915 ***********************************************************************
 HV7915  DESIGNATION -  E 367
 HV7915  PID         -  HV7915
 HV7915  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7915  USGS QUAD   -  GUINEA (1966)
 HV7915
 HV7915                         *CURRENT SURVEY CONTROL
 HV7915  ___________________________________________________________________
 HV7915* NAD 83(1986)-  38 13 30.1    (N)    077 27 59.2    (W)     HD_HELD2  
 HV7915* NAVD 88     -        63.184  (meters)     207.30   (feet)  ADJUSTED  
 HV7915  ___________________________________________________________________
 HV7915  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV7915  DYNAMIC HT  -          63.145 (meters)     207.17  (feet)  COMP
 HV7915  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 HV7915
 HV7915  VERT ORDER  -  FIRST     CLASS I
 HV7915
 HV7915.The horizontal coordinates were established by autonomous hand held GPS
 HV7915.observations and have an estimated accuracy of +/- 10 meters.
 HV7915
 HV7915.The orthometric height was determined by differential leveling
 HV7915.and adjusted by the National Geodetic Survey in June 1991..
 HV7915
 HV7915.The geoid height was determined by GEOID03.
 HV7915
 HV7915.The dynamic height is computed by dividing the NAVD 88
 HV7915.geopotential number by the normal gravity value computed on the
 HV7915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7915.degrees latitude (g = 980.6199 gals.).
 HV7915
 HV7915.The modeled gravity was interpolated from observed gravity values.
 HV7915
 HV7915;                    North         East    Units  Estimated Accuracy
 HV7915;SPC VA N     - 2,062,486.    3,590,497.      MT  (+/- 10 meters HH2 GPS)
 HV7915
 HV7915                          SUPERSEDED SURVEY CONTROL
 HV7915
 HV7915  NGVD 29 (??/??/??)   63.432  (m)          208.11   (f) ADJUSTED    1 1
 HV7915
 HV7915.Superseded values are not recommended for survey control.
 HV7915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7915.See file dsdata.txt to determine how the superseded data were derived.
 HV7915
 HV7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8410033659(NAD 83)
 HV7915_MARKER: DV = VERTICAL CONTROL DISK
 HV7915_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HV7915_SP_SET: GALVANIZED STEEL ROD
 HV7915_STAMPING: E 367 1978
 HV7915_MARK LOGO: NGS   
 HV7915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7915+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 HV7915
 HV7915  HISTORY     - Date     Condition        Report By
 HV7915  HISTORY     - 1978     MONUMENTED       NGS
 HV7915  HISTORY     - 1981     GOOD             NGS
 HV7915  HISTORY     - 1983     GOOD             NGS
 HV7915  HISTORY     - 19910828 GOOD             NGS
 HV7915  HISTORY     - 19981024 GOOD             USPSQD
 HV7915  HISTORY     - 20041013 GOOD             NGS
 HV7915
 HV7915                          STATION DESCRIPTION
 HV7915
 HV7915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7915'9.15 MI SOUTH FROM FREDERICKSBURG.
 HV7915'5.8 MILES SOUTHEAST ALONG US HIGHWAY 17 AND STATE HIGHWAY 2 FROM
 HV7915'THE POST OFFICE AT FREDERICKSBURG, THENCE 3.35 MILES WEST ALONG
 HV7915'HIGHWAY 17 BYPASS FROM THE JUNCTION OF HIGHWAY 2.  THE MARK IS
 HV7915'LOCATED IN THE NORTH RIGHT-OF-WAY AT THE BEGINNING OF A TURN IN THE
 HV7915'HIGHWAY SOUTH, AT THE WEST END OF A CUT AND THE EAST END OF A
 HV7915'VALLEY, 78 FT WEST OF THE EAST END OF A GUARDRAIL, 49 FT NORTH OF THE
 HV7915'CENTERLINE OF HIGHWAY, AND 29 FT NORTH OF THE GUARDRAIL LINE. THE MARK
 HV7915'IS A STANDARD DISK SET LEVEL WITH THE GROUND ACCESS WHICH IS HAD
 HV7915'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 HV7915
 HV7915                          STATION RECOVERY (1981)
 HV7915
 HV7915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV7915'RECOVERED IN GOOD CONDITION.
 HV7915
 HV7915                          STATION RECOVERY (1983)
 HV7915
 HV7915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7915'RECOVERED IN GOOD CONDITION.
 HV7915
 HV7915                          STATION RECOVERY (1991)
 HV7915
 HV7915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7915'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7915'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7915'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7915'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV7915'HIGHWAY 17 NORTH FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT.  THE
 HV7915'MARK IS SET INSIDE A 4-INCH PVC PIPE WITH THREADED CAP PROJECTING 1
 HV7915'INCH ABOVE GROUND.  1.5 FT (0.5 M) EAST OF A WITNESS POST 19.2 FT
 HV7915'(5.9 M) SOUTH OF A 10-INCH OAK TREE 25.5 FT (7.8 M) NORTH OF THE
 HV7915'GUARDRAIL ON THE NORTH SIDE OF US HWY 17 33.6 FT (10.2 M) NORTH OF
 HV7915'THE NORTH EDGE OF THE WESTBOUND LANE OF US HWY 17
 HV7915
 HV7915                          STATION RECOVERY (1998)
 HV7915
 HV7915'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7915'RECOVERED IN GOOD CONDITION.
 HV7915
 HV7915                          STATION RECOVERY (2004)
 HV7915
 HV7915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRD)
 HV7915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1703 ***********************************************************************
 GW1703  DESIGNATION -  E 368
 GW1703  PID         -  GW1703
 GW1703  STATE/COUNTY-  VA/BOTETOURT
 GW1703  USGS QUAD   -  BUCHANAN (1985)
 GW1703
 GW1703                         *CURRENT SURVEY CONTROL
 GW1703  ___________________________________________________________________
 GW1703* NAD 83(1986)-  37 30 15.     (N)    079 43 51.     (W)     SCALED    
 GW1703* NAVD 88     -       307.157  (meters)    1007.73   (feet)  ADJUSTED  
 GW1703  ___________________________________________________________________
 GW1703  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW1703  DYNAMIC HT  -         306.912 (meters)    1006.93  (feet)  COMP
 GW1703  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 GW1703
 GW1703  VERT ORDER  -  FIRST     CLASS II
 GW1703
 GW1703.The horizontal coordinates were scaled from a topographic map and have
 GW1703.an estimated accuracy of +/- 6 seconds.
 GW1703
 GW1703.The orthometric height was determined by differential leveling
 GW1703.and adjusted by the National Geodetic Survey in June 1991..
 GW1703
 GW1703.The geoid height was determined by GEOID03.
 GW1703
 GW1703.The dynamic height is computed by dividing the NAVD 88
 GW1703.geopotential number by the normal gravity value computed on the
 GW1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1703.degrees latitude (g = 980.6199 gals.).
 GW1703
 GW1703.The modeled gravity was interpolated from observed gravity values.
 GW1703
 GW1703;                    North         East    Units  Estimated Accuracy
 GW1703;SPC VA S     - 1,130,640.    3,391,180.      MT  (+/- 180 meters Scaled)
 GW1703
 GW1703                          SUPERSEDED SURVEY CONTROL
 GW1703
 GW1703  NGVD 29 (??/??/92)  307.363  (m)         1008.41   (f) ADJ UNCH    1 2
 GW1703
 GW1703.Superseded values are not recommended for survey control.
 GW1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1703.See file dsdata.txt to determine how the superseded data were derived.
 GW1703
 GW1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB121515(NAD 83)
 GW1703_MARKER: DB = BENCH MARK DISK
 GW1703_SETTING: 66 = SET IN ROCK OUTCROP
 GW1703_SP_SET: ROCK OUTCROP
 GW1703_STAMPING: E 368 1959
 GW1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1703+STABILITY: POSITION/ELEVATION WELL
 GW1703
 GW1703  HISTORY     - Date     Condition        Report By
 GW1703  HISTORY     - 1959     MONUMENTED       CGS
 GW1703  HISTORY     - 19951104 GOOD             USPSQD
 GW1703
 GW1703                          STATION DESCRIPTION
 GW1703
 GW1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1703'3.6 MI SW FROM BUCHANAN.
 GW1703'ABOUT 3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 GW1703'END OF THE CONCRETE BRIDGE OVER JAMES RIVER AT BUCHANAN, AT TOP
 GW1703'OF A GRADE AND IN A 20-FOOT-HIGH CUT, 20 FEET SOUTH OF THE CENTER
 GW1703'LINE OF THE HIGHWAY, SET VERTICALLY IN THE SMOOTH NORTH FACE
 GW1703'OF THE TOP LAYER OF TWO TILTED LAYERS OF ROCK IN LARGE ROCK
 GW1703'OUTCROP IN CUT, 2 FEET ABOVE THE BOTTOM OF DITCH, 55 YARDS EAST
 GW1703'OF THE CENTER OF THE JUNCTION OF A SMALL ROAD LEADING NORTH
 GW1703'AND UPHILL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1703
 GW1703                          STATION RECOVERY (1995)
 GW1703
 GW1703'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1527 ***********************************************************************
 GW1527  DESIGNATION -  E 369
 GW1527  PID         -  GW1527
 GW1527  STATE/COUNTY-  VA/ROANOKE
 GW1527  USGS QUAD   -  ROANOKE (1984)
 GW1527
 GW1527                         *CURRENT SURVEY CONTROL
 GW1527  ___________________________________________________________________
 GW1527* NAD 83(1986)-  37 19 27.     (N)    079 59 41.     (W)     SCALED    
 GW1527* NAVD 88     -       357.177  (meters)    1171.84   (feet)  ADJUSTED  
 GW1527  ___________________________________________________________________
 GW1527  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW1527  DYNAMIC HT  -         356.882 (meters)    1170.87  (feet)  COMP
 GW1527  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 GW1527
 GW1527  VERT ORDER  -  FIRST     CLASS II
 GW1527
 GW1527.The horizontal coordinates were scaled from a topographic map and have
 GW1527.an estimated accuracy of +/- 6 seconds.
 GW1527
 GW1527.The orthometric height was determined by differential leveling
 GW1527.and adjusted by the National Geodetic Survey in June 1991..
 GW1527
 GW1527.The geoid height was determined by GEOID03.
 GW1527
 GW1527.The dynamic height is computed by dividing the NAVD 88
 GW1527.geopotential number by the normal gravity value computed on the
 GW1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1527.degrees latitude (g = 980.6199 gals.).
 GW1527
 GW1527.The modeled gravity was interpolated from observed gravity values.
 GW1527
 GW1527;                    North         East    Units  Estimated Accuracy
 GW1527;SPC VA S     - 1,111,010.    3,367,530.      MT  (+/- 180 meters Scaled)
 GW1527
 GW1527                          SUPERSEDED SURVEY CONTROL
 GW1527
 GW1527  NGVD 29 (??/??/92)  357.368  (m)         1172.46   (f) ADJ UNCH    1 2
 GW1527
 GW1527.Superseded values are not recommended for survey control.
 GW1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1527.See file dsdata.txt to determine how the superseded data were derived.
 GW1527
 GW1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB890313(NAD 83)
 GW1527_MARKER: DB = BENCH MARK DISK
 GW1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1527_SP_SET: BUILDING
 GW1527_STAMPING: E 369 1959
 GW1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1527
 GW1527  HISTORY     - Date     Condition        Report By
 GW1527  HISTORY     - 1959     MONUMENTED       CGS
 GW1527  HISTORY     - 1966     GOOD             NGS
 GW1527  HISTORY     - 20051125 GOOD             USPSQD
 GW1527
 GW1527                          STATION DESCRIPTION
 GW1527
 GW1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1527'3 MI NE FROM SALEM.
 GW1527'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW1527'AT SALEM, THENCE ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 117,
 GW1527'46 YARDS NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 GW1527'IN THE SOUTHEAST FACE OF SOUTH VIEW SCHOOL, 3.3 FEET SOUTHWEST OF
 GW1527'THE EAST CORNER OF THE BUILDING, AND 0.9 FOOT ABOVE THE LEVEL OF
 GW1527'THE GROUND.
 GW1527
 GW1527                          STATION RECOVERY (1966)
 GW1527
 GW1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW1527'RECOVERED IN GOOD CONDITION.
 GW1527
 GW1527                          STATION RECOVERY (2005)
 GW1527
 GW1527'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GW1527'THE SCHOOL IS NOW THE ROANOKE COUNTY PUBLIC SAFETY CENTER AND FIRE
 GW1527'RESCUE. THE MARKER IS NOW LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1075 ***********************************************************************
 FZ1075  DESIGNATION -  E 37
 FZ1075  PID         -  FZ1075
 FZ1075  STATE/COUNTY-  VA/WASHINGTON
 FZ1075  USGS QUAD   -  DAMASCUS (1969)
 FZ1075
 FZ1075                         *CURRENT SURVEY CONTROL
 FZ1075  ___________________________________________________________________
 FZ1075* NAD 83(1986)-  36 41 37.     (N)    081 48 07.     (W)     SCALED    
 FZ1075* NAVD 88     -       638.155  (meters)    2093.68   (feet)  ADJUSTED  
 FZ1075  ___________________________________________________________________
 FZ1075  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ1075  DYNAMIC HT  -         637.561 (meters)    2091.73  (feet)  COMP
 FZ1075  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 FZ1075
 FZ1075  VERT ORDER  -  SECOND    CLASS 0
 FZ1075
 FZ1075.The horizontal coordinates were scaled from a topographic map and have
 FZ1075.an estimated accuracy of +/- 6 seconds.
 FZ1075
 FZ1075.The orthometric height was determined by differential leveling
 FZ1075.and adjusted by the National Geodetic Survey in June 1991..
 FZ1075
 FZ1075.The geoid height was determined by GEOID03.
 FZ1075
 FZ1075.The dynamic height is computed by dividing the NAVD 88
 FZ1075.geopotential number by the normal gravity value computed on the
 FZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1075.degrees latitude (g = 980.6199 gals.).
 FZ1075
 FZ1075.The modeled gravity was interpolated from observed gravity values.
 FZ1075
 FZ1075;                    North         East    Units  Estimated Accuracy
 FZ1075;SPC VA S     - 1,045,140.    3,204,970.      MT  (+/- 180 meters Scaled)
 FZ1075
 FZ1075                          SUPERSEDED SURVEY CONTROL
 FZ1075
 FZ1075  NGVD 29 (??/??/92)  638.224  (m)         2093.91   (f) ADJ UNCH    2 0
 FZ1075
 FZ1075.Superseded values are not recommended for survey control.
 FZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1075.See file dsdata.txt to determine how the superseded data were derived.
 FZ1075
 FZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA283611(NAD 83)
 FZ1075_MARKER: DB = BENCH MARK DISK
 FZ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1075_STAMPING: E 37 1934
 FZ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1075+STABILITY: SURFACE MOTION
 FZ1075
 FZ1075  HISTORY     - Date     Condition        Report By
 FZ1075  HISTORY     - 1934     MONUMENTED       CGS
 FZ1075  HISTORY     - 1935     GOOD             NGS
 FZ1075
 FZ1075                          STATION DESCRIPTION
 FZ1075
 FZ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ1075'2.2 MI S FROM LODI.
 FZ1075'2.2 MILES SOUTH ALONG U.S. HIGHWAY 58 FROM LODI, WASHINGTON
 FZ1075'COUNTY, AT THE INTERSECTION OF A COUNTY ROAD LEADING WEST AND A
 FZ1075'PRIVATE ROAD LEADING EAST, 30 FEET NORTH OF MAILBOX 37, 25 FEET
 FZ1075'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF A
 FZ1075'SECTION FENCE.  A STANDARD DISK, STAMPED E 37 1934 AND SET IN
 FZ1075'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ1075
 FZ1075                          STATION RECOVERY (1935)
 FZ1075
 FZ1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FZ1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1370 ***********************************************************************
 GW1370  DESIGNATION -  E 370 C OF R
 GW1370  PID         -  GW1370
 GW1370  STATE/COUNTY-  VA/ROANOKE
 GW1370  USGS QUAD   -  ROANOKE (1984)
 GW1370
 GW1370                         *CURRENT SURVEY CONTROL
 GW1370  ___________________________________________________________________
 GW1370* NAD 83(1986)-  37 17 50.     (N)    079 58 19.     (W)     SCALED    
 GW1370* NAVD 88     -       334.075  (meters)    1096.04   (feet)  ADJUSTED  
 GW1370  ___________________________________________________________________
 GW1370  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1370  DYNAMIC HT  -         333.799 (meters)    1095.14  (feet)  COMP
 GW1370  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 GW1370
 GW1370  VERT ORDER  -  FIRST     CLASS II
 GW1370
 GW1370.The horizontal coordinates were scaled from a topographic map and have
 GW1370.an estimated accuracy of +/- 6 seconds.
 GW1370
 GW1370.The orthometric height was determined by differential leveling
 GW1370.and adjusted by the National Geodetic Survey in June 1991..
 GW1370
 GW1370.The geoid height was determined by GEOID03.
 GW1370
 GW1370.The dynamic height is computed by dividing the NAVD 88
 GW1370.geopotential number by the normal gravity value computed on the
 GW1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1370.degrees latitude (g = 980.6199 gals.).
 GW1370
 GW1370.The modeled gravity was interpolated from observed gravity values.
 GW1370
 GW1370;                    North         East    Units  Estimated Accuracy
 GW1370;SPC VA S     - 1,107,990.    3,369,500.      MT  (+/- 180 meters Scaled)
 GW1370
 GW1370                          SUPERSEDED SURVEY CONTROL
 GW1370
 GW1370  NGVD 29 (??/??/92)  334.266  (m)         1096.67   (f) ADJ UNCH    1 2
 GW1370
 GW1370.Superseded values are not recommended for survey control.
 GW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1370.See file dsdata.txt to determine how the superseded data were derived.
 GW1370
 GW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB911283(NAD 83)
 GW1370_MARKER: DD = SURVEY DISK
 GW1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1370_STAMPING: E 370 1959
 GW1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1370+STABILITY: SURFACE MOTION
 GW1370
 GW1370  HISTORY     - Date     Condition        Report By
 GW1370  HISTORY     - 1959     MONUMENTED       LOCENG
 GW1370  HISTORY     - 1959     GOOD             NGS
 GW1370
 GW1370                          STATION DESCRIPTION
 GW1370
 GW1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GW1370'AT ROANOKE.
 GW1370'AT ROANOKE, AT THE Y JUNCTION OF LAFAYETTE BLVD, AND COVE ROAD,
 GW1370'13 FEET EAST OF THE EAST CURB OF THE BOULEVARD, 24 1/2 FEET
 GW1370'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE EAST
 GW1370'EDGE OF THE SIDEWALK, 8.6 FEET EAST OF AND ACROSS THE SIDEWALK
 GW1370'FROM STREET SIGN, 2 1/2 FEET SOUTHWEST OF A POST SUPPORTING VILLA
 GW1370'HEIGHTS METHODIST CHURCH SIGN, 85 1/2 FEET NORTHWEST OF THE
 GW1370'NORTHWEST CORNER OF RED BRICK METHODIST CHURCH, 33 FEET NORTHEAST
 GW1370'OF A FIRE HYDRANT, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN TOP
 GW1370'OF A CONCRETE POST FLUSH WITH THE GROUND.  STAMPED BY THIS PARTY
 GW1370'IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0235 ***********************************************************************
 GX0235  DESIGNATION -  E 371
 GX0235  PID         -  GX0235
 GX0235  STATE/COUNTY-  VA/MONTGOMERY
 GX0235  USGS QUAD   -  ELLISTON (1972)
 GX0235
 GX0235                         *CURRENT SURVEY CONTROL
 GX0235  ___________________________________________________________________
 GX0235* NAD 83(1986)-  37 12 56.     (N)    080 13 55.     (W)     SCALED    
 GX0235* NAVD 88     -       388.261  (meters)    1273.82   (feet)  ADJUSTED  
 GX0235  ___________________________________________________________________
 GX0235  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GX0235  DYNAMIC HT  -         387.932 (meters)    1272.74  (feet)  COMP
 GX0235  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 GX0235
 GX0235  VERT ORDER  -  FIRST     CLASS II
 GX0235
 GX0235.The horizontal coordinates were scaled from a topographic map and have
 GX0235.an estimated accuracy of +/- 6 seconds.
 GX0235
 GX0235.The orthometric height was determined by differential leveling
 GX0235.and adjusted by the National Geodetic Survey in June 1991..
 GX0235
 GX0235.The geoid height was determined by GEOID03.
 GX0235
 GX0235.The dynamic height is computed by dividing the NAVD 88
 GX0235.geopotential number by the normal gravity value computed on the
 GX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0235.degrees latitude (g = 980.6199 gals.).
 GX0235
 GX0235.The modeled gravity was interpolated from observed gravity values.
 GX0235
 GX0235;                    North         East    Units  Estimated Accuracy
 GX0235;SPC VA S     - 1,099,310.    3,346,290.      MT  (+/- 180 meters Scaled)
 GX0235
 GX0235                          SUPERSEDED SURVEY CONTROL
 GX0235
 GX0235  NGVD 29 (??/??/92)  388.415  (m)         1274.32   (f) ADJ UNCH    1 2
 GX0235
 GX0235.Superseded values are not recommended for survey control.
 GX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0235.See file dsdata.txt to determine how the superseded data were derived.
 GX0235
 GX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB681190(NAD 83)
 GX0235_MARKER: DB = BENCH MARK DISK
 GX0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0235_SP_SET: BRIDGE
 GX0235_STAMPING: E 371 1959
 GX0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0235
 GX0235  HISTORY     - Date     Condition        Report By
 GX0235  HISTORY     - 1959     MONUMENTED       CGS
 GX0235
 GX0235                          STATION DESCRIPTION
 GX0235
 GX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0235'4 MI NE FROM SHAWSVILLE.
 GX0235'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BANK AT
 GX0235'SHAWSVILLE, AT ELLISTON, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 GX0235'THE SOUTHEAST LANE OF THE HIGHWAY, IN TOP OF THE SOUTHEAST END
 GX0235'OF THE SOUTHWEST ABUTMENT OF 55-FOOT CONCRETE HIGHWAY BRIDGE OVER
 GX0235'BRAKE BRANCH, 0.6 FOOT SOUTHEAST OF THE CONCRETE BANISTER, AND
 GX0235'ABOUT LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0550 ***********************************************************************
 GX0550  DESIGNATION -  E 372
 GX0550  PID         -  GX0550
 GX0550  STATE/COUNTY-  VA/PULASKI
 GX0550  USGS QUAD   -  DUBLIN (1965)
 GX0550
 GX0550                         *CURRENT SURVEY CONTROL
 GX0550  ___________________________________________________________________
 GX0550* NAD 83(1986)-  37 05 20.     (N)    080 37 45.     (W)     SCALED    
 GX0550* NAVD 88     -       599.783  (meters)    1967.79   (feet)  ADJUSTED  
 GX0550  ___________________________________________________________________
 GX0550  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GX0550  DYNAMIC HT  -         599.241 (meters)    1966.01  (feet)  COMP
 GX0550  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 GX0550
 GX0550  VERT ORDER  -  FIRST     CLASS II
 GX0550
 GX0550.The horizontal coordinates were scaled from a topographic map and have
 GX0550.an estimated accuracy of +/- 6 seconds.
 GX0550
 GX0550.The orthometric height was determined by differential leveling
 GX0550.and adjusted by the National Geodetic Survey in June 1991..
 GX0550
 GX0550.The geoid height was determined by GEOID03.
 GX0550
 GX0550.The dynamic height is computed by dividing the NAVD 88
 GX0550.geopotential number by the normal gravity value computed on the
 GX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0550.degrees latitude (g = 980.6199 gals.).
 GX0550
 GX0550.The modeled gravity was interpolated from observed gravity values.
 GX0550
 GX0550;                    North         East    Units  Estimated Accuracy
 GX0550;SPC VA S     - 1,085,980.    3,310,720.      MT  (+/- 180 meters Scaled)
 GX0550
 GX0550                          SUPERSEDED SURVEY CONTROL
 GX0550
 GX0550  NGVD 29 (??/??/92)  599.877  (m)         1968.10   (f) ADJ UNCH    1 2
 GX0550
 GX0550.Superseded values are not recommended for survey control.
 GX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0550.See file dsdata.txt to determine how the superseded data were derived.
 GX0550
 GX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB329047(NAD 83)
 GX0550_MARKER: DB = BENCH MARK DISK
 GX0550_SETTING: 66 = SET IN ROCK OUTCROP
 GX0550_SP_SET: ROCK CUT
 GX0550_STAMPING: E 372 1959
 GX0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX0550+STABILITY: POSITION/ELEVATION WELL
 GX0550
 GX0550  HISTORY     - Date     Condition        Report By
 GX0550  HISTORY     - 1959     MONUMENTED       CGS
 GX0550
 GX0550                          STATION DESCRIPTION
 GX0550
 GX0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0550'4 MI NE FROM NEWBERN.
 GX0550'3.95 MILES NORTHEAST ALONG BLACK TOP ROAD 611 FROM THE POST OFFICE
 GX0550'AT NEWBERN, ABOUT 3.25 MILES NORTHEAST OF NEWBERN ELEMENTARY
 GX0550'SCHOOL, 1.4 MILES EAST OF THE JUNCTION OF BLACK TOP ROAD 660
 GX0550'LEADING SOUTHEAST TO CLAYTOR LAKE STATE PARK, 0.5 MILE WEST OF
 GX0550'MOUNTAIN VIEW METHODIST CHURCH, 137 YARDS (0.1 MILE) WEST OF A
 GX0550'SMALL STORE AND JUNCTION OF ROAD NO 615 LEADING NORTH, 18 FEET
 GX0550'NORTHWEST OF THE CENTER LINE OF ROAD 611, AND AT INSIDE OF A
 GX0550'SHARP CURVE, 20 YARDS EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 GX0550'SET VERTICALLY IN THE EAST-SOUTHEAST FACE OF 3 1/2-FOOT-HIGH CUT
 GX0550'ROCK IN CUT BANK, 3 FEET ABOVE THE GROUND, 19 FEET NORTHEAST OF
 GX0550'THE SOUTHWEST END OF ROCK, 7 1/2 FEET SOUTHWEST OF THE NORTHEAST
 GX0550'END OF ROCK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF ROAD 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0508 ***********************************************************************
 FZ0508  DESIGNATION -  E 373
 FZ0508  PID         -  FZ0508
 FZ0508  STATE/COUNTY-  VA/PULASKI
 FZ0508  USGS QUAD   -  FOSTERS FALLS (1985)
 FZ0508
 FZ0508                         *CURRENT SURVEY CONTROL
 FZ0508  ___________________________________________________________________
 FZ0508* NAD 83(1986)-  36 59 34.     (N)    080 47 31.     (W)     SCALED    
 FZ0508* NAVD 88     -       645.640  (meters)    2118.24   (feet)  ADJUSTED  
 FZ0508  ___________________________________________________________________
 FZ0508  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FZ0508  DYNAMIC HT  -         645.050 (meters)    2116.30  (feet)  COMP
 FZ0508  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 FZ0508
 FZ0508  VERT ORDER  -  FIRST     CLASS II
 FZ0508
 FZ0508.The horizontal coordinates were scaled from a topographic map and have
 FZ0508.an estimated accuracy of +/- 6 seconds.
 FZ0508
 FZ0508.The orthometric height was determined by differential leveling
 FZ0508.and adjusted by the National Geodetic Survey in June 1991..
 FZ0508
 FZ0508.The geoid height was determined by GEOID03.
 FZ0508
 FZ0508.The dynamic height is computed by dividing the NAVD 88
 FZ0508.geopotential number by the normal gravity value computed on the
 FZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0508.degrees latitude (g = 980.6199 gals.).
 FZ0508
 FZ0508.The modeled gravity was interpolated from observed gravity values.
 FZ0508
 FZ0508;                    North         East    Units  Estimated Accuracy
 FZ0508;SPC VA S     - 1,075,660.    3,296,000.      MT  (+/- 180 meters Scaled)
 FZ0508
 FZ0508                          SUPERSEDED SURVEY CONTROL
 FZ0508
 FZ0508  NGVD 29 (??/??/92)  645.728  (m)         2118.53   (f) ADJ UNCH    1 2
 FZ0508
 FZ0508.Superseded values are not recommended for survey control.
 FZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0508.See file dsdata.txt to determine how the superseded data were derived.
 FZ0508
 FZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA185940(NAD 83)
 FZ0508_MARKER: DB = BENCH MARK DISK
 FZ0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0508_SP_SET: CULVERT
 FZ0508_STAMPING: E 373 1959
 FZ0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0508
 FZ0508  HISTORY     - Date     Condition        Report By
 FZ0508  HISTORY     - 1959     MONUMENTED       CGS
 FZ0508
 FZ0508                          STATION DESCRIPTION
 FZ0508
 FZ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0508'2.6 MI SW FROM DRAPER.
 FZ0508'2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 FZ0508'SCHOOL AT DRAPER, ABOUT 0.05 MILE NORTH OF THE JUNCTION OF STATE
 FZ0508'HIGHWAY 101, AT THE CLOVER-LEAF INTERSECTION OF HIGHWAY 100
 FZ0508'AND INTERSTATE HIGHWAY 81 NOW UNDER CONSTRUCTION, 0.05 MILE
 FZ0508'SOUTH-SOUTHEAST OF OVERPASS OF INTERSTATE HIGHWAY OVER LOOPS OF
 FZ0508'CLOVER-LEAF JUNCTION, 20 FEET NORTH-NORTHEAST OF THE CENTER LINE
 FZ0508'OF SOUTHEAST INTER LOOP AND AT INSIDE OF CURVE OF SAME, IN TOP
 FZ0508'OF THE WEST-NORTHWEST END OF THE NORTH-NORTHEAST HEAD WALL OF A
 FZ0508'15-FOOT CONCRETE CULVERT WITH PARTITION UNDER THE SOUTHEAST
 FZ0508'INTER-LOOP, AND ABOUT LEVEL WITH THE INTER LOOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0776 ***********************************************************************
 FZ0776  DESIGNATION -  E 375
 FZ0776  PID         -  FZ0776
 FZ0776  STATE/COUNTY-  VA/SMYTH
 FZ0776  USGS QUAD   -  ATKINS (1991)
 FZ0776
 FZ0776                         *CURRENT SURVEY CONTROL
 FZ0776  ___________________________________________________________________
 FZ0776* NAD 83(1986)-  36 52 09.     (N)    081 26 32.     (W)     SCALED    
 FZ0776* NAVD 88     -       687.746  (meters)    2256.38   (feet)  ADJUSTED  
 FZ0776  ___________________________________________________________________
 FZ0776  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FZ0776  DYNAMIC HT  -         687.107 (meters)    2254.28  (feet)  COMP
 FZ0776  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 FZ0776
 FZ0776  VERT ORDER  -  FIRST     CLASS II
 FZ0776
 FZ0776.The horizontal coordinates were scaled from a topographic map and have
 FZ0776.an estimated accuracy of +/- 6 seconds.
 FZ0776
 FZ0776.The orthometric height was determined by differential leveling
 FZ0776.and adjusted by the National Geodetic Survey in June 1991..
 FZ0776
 FZ0776.The geoid height was determined by GEOID03.
 FZ0776
 FZ0776.The dynamic height is computed by dividing the NAVD 88
 FZ0776.geopotential number by the normal gravity value computed on the
 FZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0776.degrees latitude (g = 980.6199 gals.).
 FZ0776
 FZ0776.The modeled gravity was interpolated from observed gravity values.
 FZ0776
 FZ0776;                    North         East    Units  Estimated Accuracy
 FZ0776;SPC VA S     - 1,063,550.    3,237,710.      MT  (+/- 180 meters Scaled)
 FZ0776
 FZ0776                          SUPERSEDED SURVEY CONTROL
 FZ0776
 FZ0776  NGVD 29 (??/??/92)  687.817  (m)         2256.61   (f) ADJ UNCH    1 2
 FZ0776
 FZ0776.Superseded values are not recommended for survey control.
 FZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0776.See file dsdata.txt to determine how the superseded data were derived.
 FZ0776
 FZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA605804(NAD 83)
 FZ0776_MARKER: DB = BENCH MARK DISK
 FZ0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0776_SP_SET: BRIDGE WING WALL
 FZ0776_STAMPING: E 375 1959
 FZ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0776
 FZ0776  HISTORY     - Date     Condition        Report By
 FZ0776  HISTORY     - 1959     MONUMENTED       CGS
 FZ0776  HISTORY     - 1978     GOOD             LOCENG
 FZ0776  HISTORY     - 1984     GOOD             NGS
 FZ0776
 FZ0776                          STATION DESCRIPTION
 FZ0776
 FZ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0776'5.3 MI NE FROM MARION.
 FZ0776'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 FZ0776'AT MARION, THENCE ABOUT 0.4 MILE NORTH ALONG ROAD NO. 622
 FZ0776'LEADING TO NEBO, 10 1/2 FEET WEST OF THE CENTER LINE OF THE
 FZ0776'ROAD, IN TOP OF THE NORTHWEST CONCRETE WING WALL OF WOODEN DECK
 FZ0776'STEEL BRIDGE OVER BEAR CREEK, 4 1/2 FEET SOUTHEAST OF THE
 FZ0776'NORTHWEST END OF THE WING WALL, AND ABOUT 1/2 FOOT BELOW THE
 FZ0776'LEVEL OF THE ROAD.  THIS MARK CAN BE REACHED BY GOING ABOUT 1.35
 FZ0776'MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM ATKINS SCHOOL AT
 FZ0776'ATKINS, THENCE ABOUT 0.4 MILE NORTH ALONG ROAD NO. 622 LEADING
 FZ0776'TO NEBO.
 FZ0776
 FZ0776                          STATION RECOVERY (1978)
 FZ0776
 FZ0776'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FZ0776'RECOVERED IN GOOD CONDITION.
 FZ0776
 FZ0776                          STATION RECOVERY (1984)
 FZ0776
 FZ0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0295 ***********************************************************************
 GA0295  DESIGNATION -  E 376
 GA0295  PID         -  GA0295
 GA0295  STATE/COUNTY-  VA/WASHINGTON
 GA0295  USGS QUAD   -  WYNDALE (1991)
 GA0295
 GA0295                         *CURRENT SURVEY CONTROL
 GA0295  ___________________________________________________________________
 GA0295* NAD 83(1986)-  36 40 05.     (N)    082 03 35.     (W)     SCALED    
 GA0295* NAVD 88     -       613.990  (meters)    2014.40   (feet)  ADJUSTED  
 GA0295  ___________________________________________________________________
 GA0295  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GA0295  DYNAMIC HT  -         613.425 (meters)    2012.55  (feet)  COMP
 GA0295  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 GA0295
 GA0295  VERT ORDER  -  FIRST     CLASS II
 GA0295
 GA0295.The horizontal coordinates were scaled from a topographic map and have
 GA0295.an estimated accuracy of +/- 6 seconds.
 GA0295
 GA0295.The orthometric height was determined by differential leveling
 GA0295.and adjusted by the National Geodetic Survey in June 1991..
 GA0295
 GA0295.The geoid height was determined by GEOID03.
 GA0295
 GA0295.The dynamic height is computed by dividing the NAVD 88
 GA0295.geopotential number by the normal gravity value computed on the
 GA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0295.degrees latitude (g = 980.6199 gals.).
 GA0295
 GA0295.The modeled gravity was interpolated from observed gravity values.
 GA0295
 GA0295;                    North         East    Units  Estimated Accuracy
 GA0295;SPC VA S     - 1,043,150.    3,181,840.      MT  (+/- 180 meters Scaled)
 GA0295
 GA0295                          SUPERSEDED SURVEY CONTROL
 GA0295
 GA0295  NGVD 29 (??/??/92)  614.083  (m)         2014.70   (f) ADJ UNCH    1 2
 GA0295
 GA0295.Superseded values are not recommended for survey control.
 GA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0295.See file dsdata.txt to determine how the superseded data were derived.
 GA0295
 GA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA053585(NAD 83)
 GA0295_MARKER: DB = BENCH MARK DISK
 GA0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0295_SP_SET: CULVERT
 GA0295_STAMPING: E 376 1959
 GA0295_MARK LOGO: CGS   
 GA0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0295
 GA0295  HISTORY     - Date     Condition        Report By
 GA0295  HISTORY     - 1959     MONUMENTED       CGS
 GA0295  HISTORY     - 1984     GOOD             NGS
 GA0295
 GA0295                          STATION DESCRIPTION
 GA0295
 GA0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0295'6 MI SW FROM ABINGDON.
 GA0295'6.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE AT
 GA0295'ABINGDON, 1.45 MILES SOUTHEAST ALONG ROAD NO. 663 FROM THE POST
 GA0295'OFFICE AT WYNDALE, AT THE INTERSECTION OF ROAD NO. 663 AND HIGHWAY
 GA0295'11, 22 FEET SOUTHEAST OF THE CENTERLINE OF THREE LANE HIGHWAY 11,
 GA0295'22 FEET SOUTHWEST OF THE CENTERLINE OF ROAD NO. 663 LEADING
 GA0295'SOUTHEAST, IN FRONT OF BRICK HOME WITH HOUSE NUMBER 5579, NEAR
 GA0295'TELEPHONE POLE 220, IN TOP OF THE SOUTHWEST END OF RIGHT ANGLE
 GA0295'SHAPED CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT UNDER ROAD
 GA0295'NO. 663, AND ABOUT LEVEL WITH THE HIGHWAY.
 GA0295
 GA0295                          STATION RECOVERY (1984)
 GA0295
 GA0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0295'RECOVERED IN GOOD CONDITION, THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 GA0295'THAT THE STATE ROAD IS NOW 869.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1150 ***********************************************************************
 FZ1150  DESIGNATION -  E 377
 FZ1150  PID         -  FZ1150
 FZ1150  STATE/COUNTY-  VA/SMYTH
 FZ1150  USGS QUAD   -  CHILHOWIE (1978)
 FZ1150
 FZ1150                         *CURRENT SURVEY CONTROL
 FZ1150  ___________________________________________________________________
 FZ1150* NAD 83(1986)-  36 48 24.     (N)    081 39 58.     (W)     SCALED    
 FZ1150* NAVD 88     -       596.920  (meters)    1958.39   (feet)  ADJUSTED  
 FZ1150  ___________________________________________________________________
 FZ1150  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ1150  DYNAMIC HT  -         596.371 (meters)    1956.59  (feet)  COMP
 FZ1150  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 FZ1150
 FZ1150  VERT ORDER  -  FIRST     CLASS II
 FZ1150
 FZ1150.The horizontal coordinates were scaled from a topographic map and have
 FZ1150.an estimated accuracy of +/- 6 seconds.
 FZ1150
 FZ1150.The orthometric height was determined by differential leveling
 FZ1150.and adjusted by the National Geodetic Survey in June 1991..
 FZ1150
 FZ1150.The geoid height was determined by GEOID03.
 FZ1150
 FZ1150.The dynamic height is computed by dividing the NAVD 88
 FZ1150.geopotential number by the normal gravity value computed on the
 FZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1150.degrees latitude (g = 980.6199 gals.).
 FZ1150
 FZ1150.The modeled gravity was interpolated from observed gravity values.
 FZ1150
 FZ1150;                    North         East    Units  Estimated Accuracy
 FZ1150;SPC VA S     - 1,057,270.    3,217,520.      MT  (+/- 180 meters Scaled)
 FZ1150
 FZ1150                          SUPERSEDED SURVEY CONTROL
 FZ1150
 FZ1150  NGVD 29 (??/??/92)  597.027  (m)         1958.75   (f) ADJ UNCH    1 2
 FZ1150
 FZ1150.Superseded values are not recommended for survey control.
 FZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1150.See file dsdata.txt to determine how the superseded data were derived.
 FZ1150
 FZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA405736(NAD 83)
 FZ1150_MARKER: DB = BENCH MARK DISK
 FZ1150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ1150_STAMPING: E 377 1959
 FZ1150_MARK LOGO: CGS   
 FZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1150+STABILITY: SURFACE MOTION
 FZ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1150+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 FZ1150
 FZ1150  HISTORY     - Date     Condition        Report By
 FZ1150  HISTORY     - 1959     MONUMENTED       CGS
 FZ1150  HISTORY     - 1978     GOOD             LOCENG
 FZ1150  HISTORY     - 1984     GOOD             NGS
 FZ1150  HISTORY     - 20060615 GOOD             NSRR
 FZ1150
 FZ1150                          STATION DESCRIPTION
 FZ1150
 FZ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1150'1.2 MI NE FROM CHILHOWIE.
 FZ1150'ABOUT 1.2 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 FZ1150'FROM THE STATION AT CHILHOWIE, 0.45 MILE SOUTHWEST OF MILEPOST
 FZ1150'N 373, 0.55 MILE NORTHEAST OF MILEPOST N 374, 0.27 MILE
 FZ1150'SOUTHWEST OF THE CROSSING OF BLACK TOP ROAD 638, 8 FEET
 FZ1150'NORTHWEST OF THE NORTHWEST RAIL, JUST SOUTHEAST OF A GROUP
 FZ1150'OF BARNS AND SILOS, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 FZ1150'HEAD WALL OF A 11-FOOT CONCRETE BRIDGE OF A CREEK, AND ABOUT
 FZ1150'2 FEET BELOW THE LEVEL OF THE TRACK.
 FZ1150
 FZ1150                          STATION RECOVERY (1978)
 FZ1150
 FZ1150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FZ1150'RECOVERED IN GOOD CONDITION.
 FZ1150
 FZ1150                          STATION RECOVERY (1984)
 FZ1150
 FZ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1150'RECOVERED IN GOOD CONDITION.
 FZ1150
 FZ1150                          STATION RECOVERY (2006)
 FZ1150
 FZ1150'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2006 (FRS)
 FZ1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0222 ***********************************************************************
 GV0222  DESIGNATION -  E 378
 GV0222  PID         -  GV0222
 GV0222  STATE/COUNTY-  VA/C OF HAMPTON
 GV0222  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0222
 GV0222                         *CURRENT SURVEY CONTROL
 GV0222  ___________________________________________________________________
 GV0222* NAD 83(1986)-  37 03 56.     (N)    076 25 40.     (W)     SCALED    
 GV0222* NAVD 88     -         7.689  (meters)      25.23   (feet)  ADJUSTED  
 GV0222  ___________________________________________________________________
 GV0222  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 GV0222  DYNAMIC HT  -           7.684 (meters)      25.21  (feet)  COMP
 GV0222  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 GV0222
 GV0222  VERT ORDER  -  SECOND    CLASS 0
 GV0222
 GV0222.The horizontal coordinates were scaled from a topographic map and have
 GV0222.an estimated accuracy of +/- 6 seconds.
 GV0222
 GV0222.The orthometric height was determined by differential leveling
 GV0222.and adjusted by the National Geodetic Survey in June 1991..
 GV0222
 GV0222.The geoid height was determined by GEOID03.
 GV0222
 GV0222.The dynamic height is computed by dividing the NAVD 88
 GV0222.geopotential number by the normal gravity value computed on the
 GV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0222.degrees latitude (g = 980.6199 gals.).
 GV0222
 GV0222.The modeled gravity was interpolated from observed gravity values.
 GV0222
 GV0222;                    North         East    Units  Estimated Accuracy
 GV0222;SPC VA S     - 1,083,280.    3,684,270.      MT  (+/- 180 meters Scaled)
 GV0222
 GV0222                          SUPERSEDED SURVEY CONTROL
 GV0222
 GV0222  NGVD 29 (??/??/??)    7.930  (m)           26.02   (f) ADJUSTED    2 0
 GV0222
 GV0222.Superseded values are not recommended for survey control.
 GV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0222.See file dsdata.txt to determine how the superseded data were derived.
 GV0222
 GV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG730030(NAD 83)
 GV0222_MARKER: DB = BENCH MARK DISK
 GV0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0222_SP_SET: BRIDGE
 GV0222_STAMPING: E 378 1959
 GV0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0222
 GV0222  HISTORY     - Date     Condition        Report By
 GV0222  HISTORY     - 1959     MONUMENTED       CGS
 GV0222  HISTORY     - 1974     GOOD             LOCSUR
 GV0222
 GV0222                          STATION DESCRIPTION
 GV0222
 GV0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0222'5.5 MI NW FROM HAMPTON.
 GV0222'5.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0222'OVER KING STREET AT HAMPTON, 25 FEET SOUTHWEST OF THE CENTER LINE
 GV0222'OF THE SOUTHEAST BOUND LANE OF INTERSTATE HIGHWAY 64, SET
 GV0222'VERTICALLY IN THE ROUNDED NORTHWEST FACE OF THE NORTHWEST COLUMN
 GV0222'OF THE SOUTHWEST PIER OF CONCRETE OVERPASS OF BIG BETHEL ROAD OVER
 GV0222'INTERSTATE HIGHWAY 64, AND 3 FEET ABOVE THE GROUND AND HIGHWAY.
 GV0222
 GV0222                          STATION RECOVERY (1974)
 GV0222
 GV0222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0336 ***********************************************************************
 FX0336  DESIGNATION -  E 379
 FX0336  PID         -  FX0336
 FX0336  STATE/COUNTY-  VA/C OF NORFOLK
 FX0336  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0336
 FX0336                         *CURRENT SURVEY CONTROL
 FX0336  ___________________________________________________________________
 FX0336* NAD 83(1986)-  36 46 16.     (N)    076 19 00.     (W)     SCALED    
 FX0336* NAVD 88     -         1.637  (meters)       5.37   (feet)  POSTED    
 FX0336  ___________________________________________________________________
 FX0336  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FX0336  DYNAMIC HT  -           1.640 (meters)       5.38  (feet)  COMP
 FX0336  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 FX0336
 FX0336  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0336
 FX0336.The horizontal coordinates were scaled from a topographic map and have
 FX0336.an estimated accuracy of +/- 6 seconds.
 FX0336
 FX0336.The orthometric height was determined by differential leveling
 FX0336.and adjusted by the National Geodetic Survey in 1992..
 FX0336.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0336.rate of 1.1 thru 2.0 mm/km.
 FX0336
 FX0336.The geoid height was determined by GEOID03.
 FX0336
 FX0336.The dynamic height is computed by dividing the NAVD 88
 FX0336.geopotential number by the normal gravity value computed on the
 FX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0336.degrees latitude (g = 980.6199 gals.).
 FX0336
 FX0336.The modeled gravity was interpolated from observed gravity values.
 FX0336
 FX0336;                    North         East    Units  Estimated Accuracy
 FX0336;SPC VA S     - 1,050,840.    3,694,910.      MT  (+/- 180 meters Scaled)
 FX0336
 FX0336                          SUPERSEDED SURVEY CONTROL
 FX0336
 FX0336  NGVD 29 (??/??/92)    1.888  (m)            6.19   (f) ADJ UNCH    2 0
 FX0336
 FX0336.Superseded values are not recommended for survey control.
 FX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0336.See file dsdata.txt to determine how the superseded data were derived.
 FX0336
 FX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF824702(NAD 83)
 FX0336_MARKER: DB = BENCH MARK DISK
 FX0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0336_SP_SET: CULVERT
 FX0336_STAMPING: E 379 1959
 FX0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0336
 FX0336  HISTORY     - Date     Condition        Report By
 FX0336  HISTORY     - 1959     MONUMENTED       CGS
 FX0336
 FX0336                          STATION DESCRIPTION
 FX0336
 FX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0336'2.1 MI NE FROM DEEP CREEK.
 FX0336'ABOUT 2.1 MILES NORTHEAST ALONG SHELL ROAD FROM THE HIGH SCHOOL
 FX0336'AT DEEP CREEK, ALONG THE NORFOLK AND WESTERN RAILWAY, 162 FEET
 FX0336'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, AT THE OUTSIDE
 FX0336'OF A CURVE, 25 FEET SOUTH OF THE SOUTHERNMOST RAIL, IN TOP
 FX0336'OF THE SOUTHWEST WING WALL OF SKEW 8-FOOT CONCRETE CULVERT UNDER
 FX0336'THE RAILWAY FOR GILMERTON-DEEP CREEK CANAL NOW ABANDONED, ABOUT
 FX0336'LEVEL WITH THE ROAD, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 FX0336'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1848 ***********************************************************************
 GX1848  DESIGNATION -  E 38
 GX1848  PID         -  GX1848
 GX1848  STATE/COUNTY-  VA/TAZEWELL
 GX1848  USGS QUAD   -  POUNDING MILL (1977)
 GX1848
 GX1848                         *CURRENT SURVEY CONTROL
 GX1848  ___________________________________________________________________
 GX1848* NAD 83(1986)-  37 01 09.     (N)    081 40 20.     (W)     SCALED    
 GX1848* NAVD 88     -       736.408  (meters)    2416.03   (feet)  ADJUSTED  
 GX1848  ___________________________________________________________________
 GX1848  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GX1848  DYNAMIC HT  -         735.741 (meters)    2413.84  (feet)  COMP
 GX1848  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 GX1848
 GX1848  VERT ORDER  -  SECOND    CLASS 0
 GX1848
 GX1848.The horizontal coordinates were scaled from a topographic map and have
 GX1848.an estimated accuracy of +/- 6 seconds.
 GX1848
 GX1848.The orthometric height was determined by differential leveling
 GX1848.and adjusted by the National Geodetic Survey in June 1991..
 GX1848
 GX1848.The geoid height was determined by GEOID03.
 GX1848
 GX1848.The dynamic height is computed by dividing the NAVD 88
 GX1848.geopotential number by the normal gravity value computed on the
 GX1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1848.degrees latitude (g = 980.6199 gals.).
 GX1848
 GX1848.The modeled gravity was interpolated from observed gravity values.
 GX1848
 GX1848;                    North         East    Units  Estimated Accuracy
 GX1848;SPC VA S     - 1,080,850.    3,217,770.      MT  (+/- 180 meters Scaled)
 GX1848
 GX1848                          SUPERSEDED SURVEY CONTROL
 GX1848
 GX1848  NGVD 29 (??/??/92)  736.510  (m)         2416.37   (f) ADJ UNCH    2 0
 GX1848
 GX1848.Superseded values are not recommended for survey control.
 GX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1848.See file dsdata.txt to determine how the superseded data were derived.
 GX1848
 GX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA402972(NAD 83)
 GX1848_MARKER: DB = BENCH MARK DISK
 GX1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1848_STAMPING: E 38 1934
 GX1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1848+STABILITY: SURFACE MOTION
 GX1848
 GX1848  HISTORY     - Date     Condition        Report By
 GX1848  HISTORY     - 1934     MONUMENTED       CGS
 GX1848  HISTORY     - 1936     GOOD             NGS
 GX1848
 GX1848                          STATION DESCRIPTION
 GX1848
 GX1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GX1848'4.5 MI S FROM LIBERTY.
 GX1848'4.5 MILES SOUTH ALONG STATE HIGHWAY 81 FROM LIBERTY, TAZEWELL
 GX1848'COUNTY, 50 YARDS NORTH OF A SCHOOL HOUSE, 18 FEET WEST OF THE
 GX1848'CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF THE GATE TO THE
 GX1848'SCHOOLHOUSE.  A STANDARD DISK STAMPED E 38 1934 AND SET IN THE
 GX1848'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0523 ***********************************************************************
 FX0523  DESIGNATION -  E 380 RESET 1971
 FX0523  PID         -  FX0523
 FX0523  STATE/COUNTY-  VA/C OF NORFOLK
 FX0523  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0523
 FX0523                         *CURRENT SURVEY CONTROL
 FX0523  ___________________________________________________________________
 FX0523* NAD 83(1986)-  36 51 08.     (N)    076 16 02.     (W)     SCALED    
 FX0523* NAVD 88     -         3.853  (meters)      12.64   (feet)  ADJUSTED  
 FX0523  ___________________________________________________________________
 FX0523  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 FX0523  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 FX0523  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 FX0523
 FX0523  VERT ORDER  -  FIRST     CLASS II
 FX0523
 FX0523.The horizontal coordinates were scaled from a topographic map and have
 FX0523.an estimated accuracy of +/- 6 seconds.
 FX0523
 FX0523.The orthometric height was determined by differential leveling
 FX0523.and adjusted by the National Geodetic Survey in June 1991..
 FX0523
 FX0523.The geoid height was determined by GEOID03.
 FX0523
 FX0523.The dynamic height is computed by dividing the NAVD 88
 FX0523.geopotential number by the normal gravity value computed on the
 FX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0523.degrees latitude (g = 980.6199 gals.).
 FX0523
 FX0523.The modeled gravity was interpolated from observed gravity values.
 FX0523
 FX0523;                    North         East    Units  Estimated Accuracy
 FX0523;SPC VA S     - 1,059,940.    3,699,110.      MT  (+/- 180 meters Scaled)
 FX0523
 FX0523                          SUPERSEDED SURVEY CONTROL
 FX0523
 FX0523  NGVD 29 (??/??/??)    4.11   (m)           13.5    (f) RESET       3  
 FX0523
 FX0523.Superseded values are not recommended for survey control.
 FX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0523.See file dsdata.txt to determine how the superseded data were derived.
 FX0523
 FX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF870792(NAD 83)
 FX0523_MARKER: DB = BENCH MARK DISK
 FX0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0523_SP_SET: MONUMENT
 FX0523_STAMPING: E 380 RESET 1971
 FX0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0523+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 FX0523
 FX0523  HISTORY     - Date     Condition        Report By
 FX0523  HISTORY     - 1971     MONUMENTED       NGS
 FX0523  HISTORY     - 1978     GOOD             NGS
 FX0523  HISTORY     - 20031108 GOOD             USPSQD
 FX0523
 FX0523                          STATION DESCRIPTION
 FX0523
 FX0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0523'AT NORFOLK.
 FX0523'MARK IS IN THE GRASS MEDIAN BETWEEN THE LANES OF VIRGINIA
 FX0523'BEACH BOULEVARD IN NORFOLK, AT THE INTERSECTION OF VIRGINIA
 FX0523'BEACH BOULEVARD AND MARSHALL AVENUE, 41 FEET EAST OF THE
 FX0523'APPROXIMATE CENTER OF INTERSECTION, 1.5 FEET SOUTHWEST OF
 FX0523'METAL STREET SIGN POST, 1.0 FOOT SOUTH OF THE CENTER OF GRASS
 FX0523'MEDIAN AND 0.5 FOOT EAST OF THE EAST EDGE OF CONCRETE SIDEWALK.
 FX0523'MARK IS A CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE
 FX0523'SIDEWALK.
 FX0523
 FX0523                          STATION RECOVERY (1978)
 FX0523
 FX0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0523'RECOVERED IN GOOD CONDITION.
 FX0523
 FX0523                          STATION RECOVERY (2003)
 FX0523
 FX0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2088 ***********************************************************************
 GV2088  DESIGNATION -  E 381
 GV2088  PID         -  GV2088
 GV2088  STATE/COUNTY-  VA/PRINCE GEORGE
 GV2088  USGS QUAD   -  PRINCE GEORGE (1994)
 GV2088
 GV2088                         *CURRENT SURVEY CONTROL
 GV2088  ___________________________________________________________________
 GV2088* NAD 83(1986)-  37 07 38.     (N)    077 18 43.     (W)     SCALED    
 GV2088* NAVD 88     -        44.662  (meters)     146.53   (feet)  ADJUSTED  
 GV2088  ___________________________________________________________________
 GV2088  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 GV2088  DYNAMIC HT  -          44.630 (meters)     146.42  (feet)  COMP
 GV2088  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 GV2088
 GV2088  VERT ORDER  -  SECOND    CLASS 0
 GV2088
 GV2088.The horizontal coordinates were scaled from a topographic map and have
 GV2088.an estimated accuracy of +/- 6 seconds.
 GV2088
 GV2088.The orthometric height was determined by differential leveling
 GV2088.and adjusted by the National Geodetic Survey in June 1991..
 GV2088
 GV2088.The geoid height was determined by GEOID03.
 GV2088
 GV2088.The dynamic height is computed by dividing the NAVD 88
 GV2088.geopotential number by the normal gravity value computed on the
 GV2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2088.degrees latitude (g = 980.6199 gals.).
 GV2088
 GV2088.The modeled gravity was interpolated from observed gravity values.
 GV2088
 GV2088;                    North         East    Units  Estimated Accuracy
 GV2088;SPC VA S     - 1,088,770.    3,605,570.      MT  (+/- 180 meters Scaled)
 GV2088
 GV2088                          SUPERSEDED SURVEY CONTROL
 GV2088
 GV2088  NGVD 29 (??/??/??)   44.992  (m)          147.61   (f) ADJUSTED    2 0
 GV2088
 GV2088.Superseded values are not recommended for survey control.
 GV2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2088.See file dsdata.txt to determine how the superseded data were derived.
 GV2088
 GV2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG946114(NAD 83)
 GV2088_MARKER: DB = BENCH MARK DISK
 GV2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2088_STAMPING: E 381 1959
 GV2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2088+STABILITY: SURFACE MOTION
 GV2088
 GV2088  HISTORY     - Date     Condition        Report By
 GV2088  HISTORY     - 1959     MONUMENTED       CGS
 GV2088  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 GV2088  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV2088
 GV2088                          STATION DESCRIPTION
 GV2088
 GV2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV2088'12 MI NE FROM CARSON.
 GV2088'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL
 GV2088'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY
 GV2088'95, THENCE ABOUT 3.1 MILES SOUTHEAST ALONG COUNTY ROAD 626, IN
 GV2088'THE TOP OF STATE HIGHWAY MARKER POST, AT THE JUNCTION OF STATE
 GV2088'HIGHWAY 154 AND COUNTY ROAD 626, 59 FEET NORTHWEST OF CENTER OF
 GV2088'JUNCTION, 70 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 154, 96 1/2
 GV2088'FEET SOUTHEAST OF REA POWER POLE NO. 142, 15 FEET NORTHEAST OF
 GV2088'COUNTY ROAD 626, 55 FEET NORTHEAST OF POWER POLE NO. 48, 1 FOOT
 GV2088'NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL
 GV2088'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 GV2088
 GV2088                          STATION RECOVERY (1998)
 GV2088
 GV2088'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2088'MARK NOT FOUND.
 GV2088
 GV2088                          STATION RECOVERY (2003)
 GV2088
 GV2088'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1509 ***********************************************************************
 FX1509  DESIGNATION -  E 382
 FX1509  PID         -  FX1509
 FX1509  STATE/COUNTY-  VA/GREENSVILLE
 FX1509  USGS QUAD   -  EMPORIA (1986)
 FX1509
 FX1509                         *CURRENT SURVEY CONTROL
 FX1509  ___________________________________________________________________
 FX1509* NAD 83(1986)-  36 41 13.     (N)    077 33 29.     (W)     SCALED    
 FX1509* NAVD 88     -        42.832  (meters)     140.52   (feet)  ADJUSTED  
 FX1509  ___________________________________________________________________
 FX1509  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 FX1509  DYNAMIC HT  -          42.800 (meters)     140.42  (feet)  COMP
 FX1509  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 FX1509
 FX1509  VERT ORDER  -  SECOND    CLASS 0
 FX1509
 FX1509.The horizontal coordinates were scaled from a topographic map and have
 FX1509.an estimated accuracy of +/- 6 seconds.
 FX1509
 FX1509.The orthometric height was determined by differential leveling
 FX1509.and adjusted by the National Geodetic Survey in June 1991..
 FX1509
 FX1509.The geoid height was determined by GEOID03.
 FX1509
 FX1509.The dynamic height is computed by dividing the NAVD 88
 FX1509.geopotential number by the normal gravity value computed on the
 FX1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1509.degrees latitude (g = 980.6199 gals.).
 FX1509
 FX1509.The modeled gravity was interpolated from observed gravity values.
 FX1509
 FX1509;                    North         East    Units  Estimated Accuracy
 FX1509;SPC VA S     - 1,039,660.    3,584,190.      MT  (+/- 180 meters Scaled)
 FX1509
 FX1509                          SUPERSEDED SURVEY CONTROL
 FX1509
 FX1509  NGVD 29 (??/??/92)   43.204  (m)          141.75   (f) ADJ UNCH    2 0
 FX1509
 FX1509.Superseded values are not recommended for survey control.
 FX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1509.See file dsdata.txt to determine how the superseded data were derived.
 FX1509
 FX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF714631(NAD 83)
 FX1509_MARKER: DB = BENCH MARK DISK
 FX1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1509_SP_SET: OVERPASS
 FX1509_STAMPING: E 382 1959
 FX1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1509
 FX1509  HISTORY     - Date     Condition        Report By
 FX1509  HISTORY     - 1959     MONUMENTED       CGS
 FX1509
 FX1509                          STATION DESCRIPTION
 FX1509
 FX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1509'1.2 MI S FROM EMPORIA.
 FX1509'ABOUT 1.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 95 FROM THE
 FX1509'CROSSING OF U.S. HIGHWAY 58 AT EMPORIA, SET VERTICALLY IN WEST
 FX1509'FACE OF NORTH PEDESTAL OF EAST PIER OF COUNTY ROAD 611 OVERPASS
 FX1509'OVER INTERSTATE HIGHWAY (PRESENTLY UNDER CONSTRUCTION IN 1959),
 FX1509'22 1/2 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC LANE OF
 FX1509'HIGHWAY AND 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2271 ***********************************************************************
 HV2271  DESIGNATION -  E 383
 HV2271  PID         -  HV2271
 HV2271  STATE/COUNTY-  VA/FAIRFAX
 HV2271  USGS QUAD   -  FALLS CHURCH (1994)
 HV2271
 HV2271                         *CURRENT SURVEY CONTROL
 HV2271  ___________________________________________________________________
 HV2271* NAD 83(1986)-  38 53 51.     (N)    077 13 30.     (W)     SCALED    
 HV2271* NAVD 88     -       147.303  (meters)     483.28   (feet)  ADJUSTED  
 HV2271  ___________________________________________________________________
 HV2271  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV2271  DYNAMIC HT  -         147.221 (meters)     483.01  (feet)  COMP
 HV2271  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 HV2271
 HV2271  VERT ORDER  -  SECOND    CLASS 0
 HV2271
 HV2271.The horizontal coordinates were scaled from a topographic map and have
 HV2271.an estimated accuracy of +/- 6 seconds.
 HV2271
 HV2271.The orthometric height was determined by differential leveling
 HV2271.and adjusted by the National Geodetic Survey in June 1991..
 HV2271
 HV2271.The geoid height was determined by GEOID03.
 HV2271
 HV2271.The dynamic height is computed by dividing the NAVD 88
 HV2271.geopotential number by the normal gravity value computed on the
 HV2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2271.degrees latitude (g = 980.6199 gals.).
 HV2271
 HV2271.The modeled gravity was interpolated from observed gravity values.
 HV2271
 HV2271;                    North         East    Units  Estimated Accuracy
 HV2271;SPC VA N     - 2,137,390.    3,610,600.      MT  (+/- 180 meters Scaled)
 HV2271
 HV2271                          SUPERSEDED SURVEY CONTROL
 HV2271
 HV2271  NGVD 29 (??/??/??)  147.526  (m)          484.01   (f) ADJUSTED    2 0
 HV2271
 HV2271.Superseded values are not recommended for survey control.
 HV2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2271.See file dsdata.txt to determine how the superseded data were derived.
 HV2271
 HV2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ070077(NAD 83)
 HV2271_MARKER: DB = BENCH MARK DISK
 HV2271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2271_SP_SET: BUILDING
 HV2271_STAMPING: E 383 1960
 HV2271_MARK LOGO: CGS   
 HV2271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2271
 HV2271  HISTORY     - Date     Condition        Report By
 HV2271  HISTORY     - 1960     MONUMENTED       CGS
 HV2271  HISTORY     - 1968     GOOD             LOCSUR
 HV2271  HISTORY     - 19920120 GOOD             MSI
 HV2271  HISTORY     - 20041221 GOOD             GEOCAC
 HV2271
 HV2271                          STATION DESCRIPTION
 HV2271
 HV2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2271'AT DUNN LORING.
 HV2271'AT DUNN LORING, SET VERTICALLY IN THE EAST BRICK FACE OF POST
 HV2271'OFFICE, 1 FOOT SOUTH OF THE NORTHEAST CORNER OF BUILDING, 69
 HV2271'FEET WEST OF THE CENTER LINE OF DUNN LORING ROAD, AND 1 FOOT
 HV2271'ABOVE THE LEVEL OF THE SIDEWALK.
 HV2271
 HV2271                          STATION RECOVERY (1968)
 HV2271
 HV2271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 HV2271'RECOVERED IN GOOD CONDITION.
 HV2271
 HV2271                          STATION RECOVERY (1992)
 HV2271
 HV2271'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2271'IN DUNN LORING, SET VERTICALLY IN THE EAST BRICK FACE OF POST OFFICE,
 HV2271'1 FOOT (0.3 M) SOUTH OF THE NORTHEAST CORNER OF BUILDING, 69 FEET
 HV2271'(21.0 M) WEST OF THE CENTER LINE OF DUNN LORING ROAD, AND 1 FOOT (0.3
 HV2271'M) ABOVE THE LEVEL OF THE SIDEWALK.
 HV2271
 HV2271                          STATION RECOVERY (2004)
 HV2271
 HV2271'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV2271'POST OFFICE IS LOCATED ON THE SOUTHWEST CORNER OF GALLOWS ROAD AND
 HV2271'ELECTRIC AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2698 ***********************************************************************
 HV2698  DESIGNATION -  E 384
 HV2698  PID         -  HV2698
 HV2698  STATE/COUNTY-  VA/FAIRFAX
 HV2698  USGS QUAD   -  MANASSAS (1994)
 HV2698
 HV2698                         *CURRENT SURVEY CONTROL
 HV2698  ___________________________________________________________________
 HV2698* NAD 83(1986)-  38 48 54.     (N)    077 28 37.     (W)     SCALED    
 HV2698* NAVD 88     -        50.787  (meters)     166.62   (feet)  ADJUSTED  
 HV2698  ___________________________________________________________________
 HV2698  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2698  DYNAMIC HT  -          50.759 (meters)     166.53  (feet)  COMP
 HV2698  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 HV2698
 HV2698  VERT ORDER  -  SECOND    CLASS 0
 HV2698
 HV2698.The horizontal coordinates were scaled from a topographic map and have
 HV2698.an estimated accuracy of +/- 6 seconds.
 HV2698
 HV2698.The orthometric height was determined by differential leveling
 HV2698.and adjusted by the National Geodetic Survey in June 1991..
 HV2698
 HV2698.The geoid height was determined by GEOID03.
 HV2698
 HV2698.The dynamic height is computed by dividing the NAVD 88
 HV2698.geopotential number by the normal gravity value computed on the
 HV2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2698.degrees latitude (g = 980.6199 gals.).
 HV2698
 HV2698.The modeled gravity was interpolated from observed gravity values.
 HV2698
 HV2698;                    North         East    Units  Estimated Accuracy
 HV2698;SPC VA N     - 2,127,960.    3,588,850.      MT  (+/- 180 meters Scaled)
 HV2698
 HV2698                          SUPERSEDED SURVEY CONTROL
 HV2698
 HV2698  NGVD 29 (??/??/??)   51.020  (m)          167.39   (f) ADJUSTED    2 0
 HV2698
 HV2698.Superseded values are not recommended for survey control.
 HV2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2698.See file dsdata.txt to determine how the superseded data were derived.
 HV2698
 HV2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH849991(NAD 83)
 HV2698_MARKER: DB = BENCH MARK DISK
 HV2698_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV2698_SP_SET: BRIDGE ABUTMENT
 HV2698_STAMPING: E 384 1960
 HV2698_MARK LOGO: CGS   
 HV2698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2698
 HV2698  HISTORY     - Date     Condition        Report By
 HV2698  HISTORY     - 1960     MONUMENTED       CGS
 HV2698  HISTORY     - 19920120 GOOD             MSI
 HV2698
 HV2698                          STATION DESCRIPTION
 HV2698
 HV2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2698'3.2 MI SW FROM CENTREVILLE.
 HV2698'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 211 AND 29 FROM THE
 HV2698'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 2.25
 HV2698'MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 27 FEET SOUTH-SOUTHEAST
 HV2698'OF THE CENTER LINE OF EAST BOUND LANE, IN TOP OF THE SOUTH-SOUTHEAST
 HV2698'END OF THE EAST-NORTHEAST ABUTMENT OF EAST BOUND LANE CONCRETE
 HV2698'BRIDGE FOR HIGHWAY 66 OVER CUB RUN, AND ABOUT LEVEL WITH THE
 HV2698'BRIDGE FLOOR.
 HV2698
 HV2698                          STATION RECOVERY (1992)
 HV2698
 HV2698'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2698'ABOUT 1.0 MILE (1.6 KM) WEST ALONG U.S. HIGHWAYS 211 AND 29 FROM THE
 HV2698'JUNCTION OF STATE HIGHWAY 28 IN CENTREVILLE, THENCE ABOUT 2.25 MILES
 HV2698'(3.62 KM) SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 27 FEET (8.2 M)
 HV2698'SOUTH-SOUTHEAST OF THE CENTER LINE OF EAST BOUND LANE, IN TOP OF THE
 HV2698'SOUTH-SOUTHEAST END OF THE EAST-NORTHEAST ABUTMENT OF EAST BOUND LANE
 HV2698'CONCRETE BRIDGE FOR HIGHWAY 66 OVER CUB RUN, AND ABOUT LEVEL WITH THE
 HV2698'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3586 ***********************************************************************
 HV3586  DESIGNATION -  E 385
 HV3586  PID         -  HV3586
 HV3586  STATE/COUNTY-  VA/FAUQUIER
 HV3586  USGS QUAD   -  MARSHALL (1983)
 HV3586
 HV3586                         *CURRENT SURVEY CONTROL
 HV3586  ___________________________________________________________________
 HV3586* NAD 83(1986)-  38 51 03.     (N)    077 45 40.     (W)     SCALED    
 HV3586* NAVD 88     -       154.521  (meters)     506.96   (feet)  ADJUSTED  
 HV3586  ___________________________________________________________________
 HV3586  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3586  DYNAMIC HT  -         154.431 (meters)     506.66  (feet)  COMP
 HV3586  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 HV3586
 HV3586  VERT ORDER  -  SECOND    CLASS 0
 HV3586
 HV3586.The horizontal coordinates were scaled from a topographic map and have
 HV3586.an estimated accuracy of +/- 6 seconds.
 HV3586
 HV3586.The orthometric height was determined by differential leveling
 HV3586.and adjusted by the National Geodetic Survey in June 1991..
 HV3586
 HV3586.The geoid height was determined by GEOID03.
 HV3586
 HV3586.The dynamic height is computed by dividing the NAVD 88
 HV3586.geopotential number by the normal gravity value computed on the
 HV3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3586.degrees latitude (g = 980.6199 gals.).
 HV3586
 HV3586.The modeled gravity was interpolated from observed gravity values.
 HV3586
 HV3586;                    North         East    Units  Estimated Accuracy
 HV3586;SPC VA N     - 2,131,700.    3,564,140.      MT  (+/- 180 meters Scaled)
 HV3586
 HV3586                          SUPERSEDED SURVEY CONTROL
 HV3586
 HV3586  NGVD 29 (??/??/??)  154.743  (m)          507.69   (f) ADJUSTED    2 0
 HV3586
 HV3586.Superseded values are not recommended for survey control.
 HV3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3586.See file dsdata.txt to determine how the superseded data were derived.
 HV3586
 HV3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ603038(NAD 83)
 HV3586_MARKER: DB = BENCH MARK DISK
 HV3586_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HV3586_SP_SET: UNSPECIFIED ROCK
 HV3586_STAMPING: E 385 1960
 HV3586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3586
 HV3586  HISTORY     - Date     Condition        Report By
 HV3586  HISTORY     - 1960     MONUMENTED       CGS
 HV3586
 HV3586                          STATION DESCRIPTION
 HV3586
 HV3586'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3586'1.2 MI SE FROM THE PLAINS.
 HV3586'ABOUT 1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE
 HV3586'CROSSING OF THE SOUTHERN RAILWAY AT THE PLAINS, 38 FEET
 HV3586'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 99 FEET EAST OF THE
 HV3586'EAST CORNER OF HIGHWAY BRIDGE OVER BROAD RUN, IN Y FORMED BY
 HV3586'JUNCTION OF PRIVATE ROAD LEADING NORTH AND TURNING SHARPLY TO
 HV3586'THE EAST, 24 1/2 FEET WEST OF THE CENTER LINE OF PRIVATE ROAD,
 HV3586'99 FEET SOUTHEAST OF POWER LINE POLE NO. MB W 207, 7 FEET WEST
 HV3586'OF SELBY SIGN, IN TOP OF A 2- BY 3-FOOT BY 4-INCH-HIGH EXPOSED
 HV3586'PART OF ROCK, ABOUT LEVEL WITH PRIVATE ROAD, AND ABOUT 5 FEET
 HV3586'ABOVE THE LEVEL OF HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2533 ***********************************************************************
 HV2533  DESIGNATION -  E 386
 HV2533  PID         -  HV2533
 HV2533  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2533  USGS QUAD   -  QUANTICO (1994)
 HV2533
 HV2533                         *CURRENT SURVEY CONTROL
 HV2533  ___________________________________________________________________
 HV2533* NAD 83(1986)-  38 35 20.     (N)    077 18 18.     (W)     SCALED    
 HV2533* NAVD 88     -        42.653  (meters)     139.94   (feet)  ADJUSTED  
 HV2533  ___________________________________________________________________
 HV2533  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV2533  DYNAMIC HT  -          42.628 (meters)     139.86  (feet)  COMP
 HV2533  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 HV2533
 HV2533  VERT ORDER  -  SECOND    CLASS 0
 HV2533
 HV2533.The horizontal coordinates were scaled from a topographic map and have
 HV2533.an estimated accuracy of +/- 6 seconds.
 HV2533
 HV2533.The orthometric height was determined by differential leveling
 HV2533.and adjusted by the National Geodetic Survey in June 1991..
 HV2533
 HV2533.The geoid height was determined by GEOID03.
 HV2533
 HV2533.The dynamic height is computed by dividing the NAVD 88
 HV2533.geopotential number by the normal gravity value computed on the
 HV2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2533.degrees latitude (g = 980.6199 gals.).
 HV2533
 HV2533.The modeled gravity was interpolated from observed gravity values.
 HV2533
 HV2533;                    North         East    Units  Estimated Accuracy
 HV2533;SPC VA N     - 2,103,040.    3,604,110.      MT  (+/- 180 meters Scaled)
 HV2533
 HV2533                          SUPERSEDED SURVEY CONTROL
 HV2533
 HV2533  NGVD 29 (??/??/??)   42.914  (m)          140.79   (f) ADJUSTED    2 0
 HV2533
 HV2533.Superseded values are not recommended for survey control.
 HV2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2533.See file dsdata.txt to determine how the superseded data were derived.
 HV2533
 HV2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH992736(NAD 83)
 HV2533_MARKER: DB = BENCH MARK DISK
 HV2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2533_STAMPING: E 386 1960
 HV2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2533+STABILITY: SURFACE MOTION
 HV2533
 HV2533  HISTORY     - Date     Condition        Report By
 HV2533  HISTORY     - 1960     MONUMENTED       CGS
 HV2533  HISTORY     - 1962     GOOD             CGS
 HV2533
 HV2533                          STATION DESCRIPTION
 HV2533
 HV2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2533'2 MI NE FROM DUMFRIES.
 HV2533'ABOUT 2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2533'OFFICE AT DUMFRIES, 0.5 MILE SOUTHWEST OF HIGHWAY 1 BRIDGE OVER
 HV2533'POWELLS CREEK, 55 YARDS SOUTHWEST OF THE TOP OF GRADE AND A
 HV2533'SERVICE STATION AND STORE ALONG THE NORTHWEST SIDE OF HIGHWAY,
 HV2533'51 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 1, AND JUNCTION
 HV2533'OF OLD ROADBED AND TELEPHONE LINE LEADING SOUTH-SOUTHEAST, 26 1/2
 HV2533'FEET SOUTHEAST OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT
 HV2533'UNDER ROADBED, 4 FEET NORTH-NORTHEAST OF A TELEPHONE AND CABLE
 HV2533'LINE POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 HV2533'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HV2533
 HV2533                          STATION RECOVERY (1962)
 HV2533
 HV2533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3026 ***********************************************************************
 HV3026  DESIGNATION -  E 387
 HV3026  PID         -  HV3026
 HV3026  STATE/COUNTY-  VA/STAFFORD
 HV3026  USGS QUAD   -  STAFFORD (1994)
 HV3026
 HV3026                         *CURRENT SURVEY CONTROL
 HV3026  ___________________________________________________________________
 HV3026* NAD 83(1986)-  38 26 48.     (N)    077 24 09.     (W)     SCALED    
 HV3026* NAVD 88     -         7.698  (meters)      25.26   (feet)  ADJUSTED  
 HV3026  ___________________________________________________________________
 HV3026  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3026  DYNAMIC HT  -           7.693 (meters)      25.24  (feet)  COMP
 HV3026  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 HV3026
 HV3026  VERT ORDER  -  SECOND    CLASS 0
 HV3026
 HV3026.The horizontal coordinates were scaled from a topographic map and have
 HV3026.an estimated accuracy of +/- 6 seconds.
 HV3026
 HV3026.The orthometric height was determined by differential leveling
 HV3026.and adjusted by the National Geodetic Survey in June 1991..
 HV3026
 HV3026.The geoid height was determined by GEOID03.
 HV3026
 HV3026.The dynamic height is computed by dividing the NAVD 88
 HV3026.geopotential number by the normal gravity value computed on the
 HV3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3026.degrees latitude (g = 980.6199 gals.).
 HV3026
 HV3026.The modeled gravity was interpolated from observed gravity values.
 HV3026
 HV3026;                    North         East    Units  Estimated Accuracy
 HV3026;SPC VA N     - 2,087,150.    3,595,800.      MT  (+/- 180 meters Scaled)
 HV3026
 HV3026                          SUPERSEDED SURVEY CONTROL
 HV3026
 HV3026  NGVD 29 (??/??/??)    7.972  (m)           26.15   (f) ADJUSTED    2 0
 HV3026
 HV3026.Superseded values are not recommended for survey control.
 HV3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3026.See file dsdata.txt to determine how the superseded data were derived.
 HV3026
 HV3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH903581(NAD 83)
 HV3026_MARKER: DB = BENCH MARK DISK
 HV3026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3026_SP_SET: BRIDGE ABUTMENT
 HV3026_STAMPING: E 387 1960
 HV3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3026
 HV3026  HISTORY     - Date     Condition        Report By
 HV3026  HISTORY     - 1960     MONUMENTED       CGS
 HV3026
 HV3026                          STATION DESCRIPTION
 HV3026
 HV3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3026'1.8 MI N FROM STAFFORD.
 HV3026'ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 HV3026'AT STAFFORD, 0.15 MILE SOUTH OF THE NORTH END OF STAFFORD WAYSIDE
 HV3026'PARK, 14 FEET NORTHWEST OF THE CENTER LINE OF SOUTH-BOUND LANE
 HV3026'OF HIGHWAY 1, IN TOP OF THE LOW WEST WING WALL OF THE SOUTHWEST
 HV3026'ABUTMENT OF SOUTH-BOUND LANE HIGHWAY 1 CONCRETE BRIDGE OVER
 HV3026'AUSTIN RUN, 2 1/2 FEET NORTHWEST OF THE CONCRETE BANISTER, AND
 HV3026'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1316 ***********************************************************************
 GV1316  DESIGNATION -  E 388
 GV1316  PID         -  GV1316
 GV1316  STATE/COUNTY-  VA/HANOVER
 GV1316  USGS QUAD   -  YELLOW TAVERN (1994)
 GV1316
 GV1316                         *CURRENT SURVEY CONTROL
 GV1316  ___________________________________________________________________
 GV1316* NAD 83(1986)-  37 42 56.     (N)    077 28 05.     (W)     SCALED    
 GV1316* NAVD 88     -        63.336  (meters)     207.79   (feet)  ADJUSTED  
 GV1316  ___________________________________________________________________
 GV1316  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 GV1316  DYNAMIC HT  -          63.293 (meters)     207.65  (feet)  COMP
 GV1316  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 GV1316
 GV1316  VERT ORDER  -  SECOND    CLASS 0
 GV1316
 GV1316.The horizontal coordinates were scaled from a topographic map and have
 GV1316.an estimated accuracy of +/- 6 seconds.
 GV1316
 GV1316.The orthometric height was determined by differential leveling
 GV1316.and adjusted by the National Geodetic Survey in June 1991..
 GV1316
 GV1316.The geoid height was determined by GEOID03.
 GV1316
 GV1316.The dynamic height is computed by dividing the NAVD 88
 GV1316.geopotential number by the normal gravity value computed on the
 GV1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1316.degrees latitude (g = 980.6199 gals.).
 GV1316
 GV1316.The modeled gravity was interpolated from observed gravity values.
 GV1316
 GV1316;                    North         East    Units  Estimated Accuracy
 GV1316;SPC VA S     - 1,153,890.    3,590,980.      MT  (+/- 180 meters Scaled)
 GV1316
 GV1316                          SUPERSEDED SURVEY CONTROL
 GV1316
 GV1316  NGVD 29 (??/??/??)   63.632  (m)          208.77   (f) ADJUSTED    2 0
 GV1316
 GV1316.Superseded values are not recommended for survey control.
 GV1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1316.See file dsdata.txt to determine how the superseded data were derived.
 GV1316
 GV1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG824771(NAD 83)
 GV1316_MARKER: DB = BENCH MARK DISK
 GV1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1316_SP_SET: CULVERT
 GV1316_STAMPING: E 388 1960
 GV1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1316
 GV1316  HISTORY     - Date     Condition        Report By
 GV1316  HISTORY     - 1960     MONUMENTED       CGS
 GV1316  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1316  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1316  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1316
 GV1316                          STATION DESCRIPTION
 GV1316
 GV1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1316'2.9 MI S FROM ASHLAND.
 GV1316'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 GV1316'OF STATE HIGHWAY 54 AT ASHLAND, 0.4 MILE SOUTH OF THE JUNCTION
 GV1316'OF ROAD 660 LEADING SOUTHWEST TO ELMONT, 110 YARDS NORTH OF THE
 GV1316'CENTER OF THE JUNCTION OF ROAD 660 LEADING NORTHEAST, 26 1/2 FEET
 GV1316'WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTH
 GV1316'END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER
 GV1316'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 GV1316
 GV1316                          STATION RECOVERY (1990)
 GV1316
 GV1316'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1316'MARK NOT FOUND.
 GV1316
 GV1316                          STATION RECOVERY (1997)
 GV1316
 GV1316'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1316'MARK NOT FOUND.
 GV1316
 GV1316                          STATION RECOVERY (2002)
 GV1316
 GV1316'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 GV1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1271 ***********************************************************************
 GV1271  DESIGNATION -  E 389
 GV1271  PID         -  GV1271
 GV1271  STATE/COUNTY-  VA/CAROLINE
 GV1271  USGS QUAD   -  RUTHER GLEN (1985)
 GV1271
 GV1271                         *CURRENT SURVEY CONTROL
 GV1271  ___________________________________________________________________
 GV1271* NAD 83(1986)-  37 55 47.     (N)    077 28 51.     (W)     SCALED    
 GV1271* NAVD 88     -        74.218  (meters)     243.50   (feet)  ADJUSTED  
 GV1271  ___________________________________________________________________
 GV1271  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GV1271  DYNAMIC HT  -          74.171 (meters)     243.34  (feet)  COMP
 GV1271  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 GV1271
 GV1271  VERT ORDER  -  SECOND    CLASS 0
 GV1271
 GV1271.The horizontal coordinates were scaled from a topographic map and have
 GV1271.an estimated accuracy of +/- 6 seconds.
 GV1271
 GV1271.The orthometric height was determined by differential leveling
 GV1271.and adjusted by the National Geodetic Survey in June 1991..
 GV1271
 GV1271.The geoid height was determined by GEOID03.
 GV1271
 GV1271.The dynamic height is computed by dividing the NAVD 88
 GV1271.geopotential number by the normal gravity value computed on the
 GV1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1271.degrees latitude (g = 980.6199 gals.).
 GV1271
 GV1271.The modeled gravity was interpolated from observed gravity values.
 GV1271
 GV1271;                    North         East    Units  Estimated Accuracy
 GV1271;SPC VA N     - 2,029,700.    3,589,600.      MT  (+/- 180 meters Scaled)
 GV1271
 GV1271                          SUPERSEDED SURVEY CONTROL
 GV1271
 GV1271  NGVD 29 (??/??/??)   74.500  (m)          244.42   (f) ADJUSTED    2 0
 GV1271
 GV1271.Superseded values are not recommended for survey control.
 GV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1271.See file dsdata.txt to determine how the superseded data were derived.
 GV1271
 GV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH819009(NAD 83)
 GV1271_MARKER: DB = BENCH MARK DISK
 GV1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1271_STAMPING: E 389 1960
 GV1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1271+STABILITY: SURFACE MOTION
 GV1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1271+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 GV1271
 GV1271  HISTORY     - Date     Condition        Report By
 GV1271  HISTORY     - 1960     MONUMENTED       CGS
 GV1271  HISTORY     - 1974     GOOD             NGS
 GV1271  HISTORY     - 19950121 GOOD             USPSQD
 GV1271  HISTORY     - 20020323 GOOD             USPSQD
 GV1271  HISTORY     - 20031122 GOOD             USPSQD
 GV1271
 GV1271                          STATION DESCRIPTION
 GV1271
 GV1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1271'AT CARMEL CHURCH.
 GV1271'AT CARMEL CHURCH, 0.1 MILE SOUTHWEST OF THE INTERSECTION OF
 GV1271'U.S. HIGHWAY 1, STATE HIGHWAY 207 LEADING NORTHEAST AND A
 GV1271'ROAD LEADING SOUTHWEST, AT THE SOUTH CORNER OF CARMEL CHURCH AND
 GV1271'CEMETERY, 139 FEET NORTHWEST OF THE NORTHWEST CORNER OF MAIN
 GV1271'PART OF RED BRICK CARMEL CHURCH, 13.7 FEET SOUTH-SOUTHEAST OF
 GV1271'THE SOUTH CORNER OF FLEMING T. BIBB TOMBSTONE, 1 FOOT SOUTHWEST
 GV1271'OF BEING IN LINE WITH CONCRETE CURBING ALONG THE SOUTHWEST SIDE
 GV1271'OF ROW OF TOMBSTONES, 2 1/2 FEET NORTHEAST OF A STEEL WITNESS
 GV1271'POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GV1271
 GV1271                          STATION RECOVERY (1974)
 GV1271
 GV1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1271'RECOVERED IN GOOD CONDITION.
 GV1271
 GV1271                          STATION RECOVERY (1995)
 GV1271
 GV1271'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1271'RECOVERED IN GOOD CONDITION.
 GV1271
 GV1271                          STATION RECOVERY (2002)
 GV1271
 GV1271'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1271'RECOVERED IN GOOD CONDITION.
 GV1271
 GV1271                          STATION RECOVERY (2003)
 GV1271
 GV1271'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0108 ***********************************************************************
 GA0108  DESIGNATION -  E 39
 GA0108  PID         -  GA0108
 GA0108  STATE/COUNTY-  VA/RUSSELL
 GA0108  USGS QUAD   -  MOLL CREEK (1978)
 GA0108
 GA0108                         *CURRENT SURVEY CONTROL
 GA0108  ___________________________________________________________________
 GA0108* NAD 83(1986)-  36 51 45.     (N)    082 15 40.     (W)     SCALED    
 GA0108* NAVD 88     -       710.621  (meters)    2331.43   (feet)  ADJUSTED  
 GA0108  ___________________________________________________________________
 GA0108  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0108  DYNAMIC HT  -         709.981 (meters)    2329.33  (feet)  COMP
 GA0108  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 GA0108
 GA0108  VERT ORDER  -  SECOND    CLASS 0
 GA0108
 GA0108.The horizontal coordinates were scaled from a topographic map and have
 GA0108.an estimated accuracy of +/- 6 seconds.
 GA0108
 GA0108.The orthometric height was determined by differential leveling
 GA0108.and adjusted by the National Geodetic Survey in June 1991..
 GA0108
 GA0108.The geoid height was determined by GEOID03.
 GA0108
 GA0108.The dynamic height is computed by dividing the NAVD 88
 GA0108.geopotential number by the normal gravity value computed on the
 GA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0108.degrees latitude (g = 980.6199 gals.).
 GA0108
 GA0108.The modeled gravity was interpolated from observed gravity values.
 GA0108
 GA0108;                    North         East    Units  Estimated Accuracy
 GA0108;SPC VA S     - 1,065,400.    3,164,710.      MT  (+/- 180 meters Scaled)
 GA0108
 GA0108                          SUPERSEDED SURVEY CONTROL
 GA0108
 GA0108  NGVD 29 (??/??/92)  710.761  (m)         2331.89   (f) ADJ UNCH    2 0
 GA0108
 GA0108.Superseded values are not recommended for survey control.
 GA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0108.See file dsdata.txt to determine how the superseded data were derived.
 GA0108
 GA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA875803(NAD 83)
 GA0108_MARKER: DB = BENCH MARK DISK
 GA0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0108_STAMPING: E 39 1934
 GA0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0108+STABILITY: SURFACE MOTION
 GA0108
 GA0108  HISTORY     - Date     Condition        Report By
 GA0108  HISTORY     - 1934     MONUMENTED       CGS
 GA0108  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA0108  HISTORY     - 1963     MARK NOT FOUND   NGS
 GA0108
 GA0108                          STATION DESCRIPTION
 GA0108
 GA0108'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0108'3.8 MI S FROM CASTLEWOOD.
 GA0108'3.8 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 64 FROM
 GA0108'CASTLEWOOD, RUSSELL COUNTY, AT THE B.C. WHITE ORCHARD (IN 1934),
 GA0108'AT THE JUNCTION OF A PRIVATE FARM ROAD, AND 16 FEET EAST OF THE
 GA0108'CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED E 39 1934
 GA0108'AND SET IN THE TOP OF A CONCRETE POST.
 GA0108
 GA0108                          STATION RECOVERY (1963)
 GA0108
 GA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3242 ***********************************************************************
 HV3242  DESIGNATION -  E 390
 HV3242  PID         -  HV3242
 HV3242  STATE/COUNTY-  VA/CULPEPER
 HV3242  USGS QUAD   -  GERMANNA BRIDGE (1981)
 HV3242
 HV3242                         *CURRENT SURVEY CONTROL
 HV3242  ___________________________________________________________________
 HV3242* NAD 83(1986)-  38 24 19.     (N)    077 48 54.     (W)     SCALED    
 HV3242* NAVD 88     -       116.169  (meters)     381.13   (feet)  ADJUSTED  
 HV3242  ___________________________________________________________________
 HV3242  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV3242  DYNAMIC HT  -         116.099 (meters)     380.90  (feet)  COMP
 HV3242  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 HV3242
 HV3242  VERT ORDER  -  SECOND    CLASS 0
 HV3242
 HV3242.The horizontal coordinates were scaled from a topographic map and have
 HV3242.an estimated accuracy of +/- 6 seconds.
 HV3242
 HV3242.The orthometric height was determined by differential leveling
 HV3242.and adjusted by the National Geodetic Survey in June 1991..
 HV3242
 HV3242.The geoid height was determined by GEOID03.
 HV3242
 HV3242.The dynamic height is computed by dividing the NAVD 88
 HV3242.geopotential number by the normal gravity value computed on the
 HV3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3242.degrees latitude (g = 980.6199 gals.).
 HV3242
 HV3242.The modeled gravity was interpolated from observed gravity values.
 HV3242
 HV3242;                    North         East    Units  Estimated Accuracy
 HV3242;SPC VA N     - 2,082,210.    3,559,830.      MT  (+/- 180 meters Scaled)
 HV3242
 HV3242                          SUPERSEDED SURVEY CONTROL
 HV3242
 HV3242  NGVD 29 (??/??/??)  116.413  (m)          381.93   (f) ADJUSTED    2 0
 HV3242
 HV3242.Superseded values are not recommended for survey control.
 HV3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3242.See file dsdata.txt to determine how the superseded data were derived.
 HV3242
 HV3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH541545(NAD 83)
 HV3242_MARKER: DB = BENCH MARK DISK
 HV3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3242_STAMPING: E 390 1959
 HV3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3242+STABILITY: SURFACE MOTION
 HV3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3242+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2001
 HV3242
 HV3242  HISTORY     - Date     Condition        Report By
 HV3242  HISTORY     - 1959     MONUMENTED       CGS
 HV3242  HISTORY     - 20010131 GOOD             USPSQD
 HV3242
 HV3242                          STATION DESCRIPTION
 HV3242
 HV3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HV3242'1 MI SE FROM LIGNUM.
 HV3242'1 MILE SOUTHEAST OF THE LIGNUM STORE AND POSTOFFICE AT LIGNUM
 HV3242'ON STATE ROUTE NO. 3.  IT IS 60 FEET NORTHEAST OF A TELEPHONE
 HV3242'POLE NO. 263, 25.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 HV3242'HIGHWAY, 1 FOOT SOUTHWEST OF A FENCELINE AND ABOUT 3 FEET
 HV3242'HIGHER THAN THE HIGHWAY.  THE MARK IS A STANDARD DISC SET IN
 HV3242'THE TOP OF A CEMENT POST THAT PROJECTS ABOUT 2 INCHES.
 HV3242
 HV3242                          STATION RECOVERY (2001)
 HV3242
 HV3242'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV3242'MARK IS LOCATED 93FT EAST CENTERLINE OF RT 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1949 ***********************************************************************
 GV1949  DESIGNATION -  E 391
 GV1949  PID         -  GV1949
 GV1949  STATE/COUNTY-  VA/DINWIDDIE
 GV1949  USGS QUAD   -  PETERSBURG (1994)
 GV1949
 GV1949                         *CURRENT SURVEY CONTROL
 GV1949  ___________________________________________________________________
 GV1949* NAD 83(1986)-  37 12 48.     (N)    077 23 52.     (W)     SCALED    
 GV1949* NAVD 88     -        31.925  (meters)     104.74   (feet)  ADJUSTED  
 GV1949  ___________________________________________________________________
 GV1949  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1949  DYNAMIC HT  -          31.901 (meters)     104.66  (feet)  COMP
 GV1949  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 GV1949
 GV1949  VERT ORDER  -  SECOND    CLASS 0
 GV1949
 GV1949.The horizontal coordinates were scaled from a topographic map and have
 GV1949.an estimated accuracy of +/- 6 seconds.
 GV1949
 GV1949.The orthometric height was determined by differential leveling
 GV1949.and adjusted by the National Geodetic Survey in June 1991..
 GV1949
 GV1949.The geoid height was determined by GEOID03.
 GV1949
 GV1949.The dynamic height is computed by dividing the NAVD 88
 GV1949.geopotential number by the normal gravity value computed on the
 GV1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1949.degrees latitude (g = 980.6199 gals.).
 GV1949
 GV1949.The modeled gravity was interpolated from observed gravity values.
 GV1949
 GV1949;                    North         East    Units  Estimated Accuracy
 GV1949;SPC VA S     - 1,098,230.    3,597,830.      MT  (+/- 180 meters Scaled)
 GV1949
 GV1949                          SUPERSEDED SURVEY CONTROL
 GV1949
 GV1949  NGVD 29 (??/??/??)   32.275  (m)          105.89   (f) ADJUSTED    2 0
 GV1949
 GV1949.Superseded values are not recommended for survey control.
 GV1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1949.See file dsdata.txt to determine how the superseded data were derived.
 GV1949
 GV1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG872212(NAD 83)
 GV1949_MARKER: DB = BENCH MARK DISK
 GV1949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1949_SP_SET: OVERPASS FOOTING
 GV1949_STAMPING: E 391 1960
 GV1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1949+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 GV1949
 GV1949  HISTORY     - Date     Condition        Report By
 GV1949  HISTORY     - 1960     MONUMENTED       CGS
 GV1949  HISTORY     - 1971     GOOD             NGS
 GV1949  HISTORY     - 1989     GOOD             USPSQD
 GV1949  HISTORY     - 20010331 GOOD             NGS
 GV1949  HISTORY     - 20020513 GOOD             VADOT
 GV1949  HISTORY     - 20040616 GOOD             USPSQD
 GV1949  HISTORY     - 20040707 GOOD             INDIV
 GV1949  HISTORY     - 20051119 GOOD             USPSQD
 GV1949
 GV1949                          STATION DESCRIPTION
 GV1949
 GV1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1949'AT PETERSBURG.
 GV1949'AT PETERSBURG, IN TOP OF THE SOUTH END OF THE CONCRETE FOOTING
 GV1949'OF EAST METAL BANISTER OF CONCRETE OVERPASS OF U.S. HIGHWAY 301
 GV1949'ALTERNATE (SYCAMORE STREET) OVER RICHMOND-PETERSBURG TOLL ROAD,
 GV1949'8 1/2 FEET EAST OF THE EAST CURB OF SYCAMORE STREET, 36 YARDS
 GV1949'NORTH-NORTHEAST OF THE CENTER OF INTERSECTION OF SYCAMORE STREET
 GV1949'AND MT. VERNON STREET, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 GV1949'BRIDGE SIDEWALK.
 GV1949
 GV1949                          STATION RECOVERY (1971)
 GV1949
 GV1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1949'RECOVERED IN GOOD CONDITION.
 GV1949
 GV1949                          STATION RECOVERY (1989)
 GV1949
 GV1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1949'RECOVERED IN GOOD CONDITION.
 GV1949
 GV1949                          STATION RECOVERY (2001)
 GV1949
 GV1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1949
 GV1949                          STATION RECOVERY (2002)
 GV1949
 GV1949'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV1949'RECOVERED IN GOOD CONDITION.
 GV1949
 GV1949                          STATION RECOVERY (2004)
 GV1949
 GV1949'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV1949'RECOVERED IN GOOD CONDITION.
 GV1949
 GV1949                          STATION RECOVERY (2004)
 GV1949
 GV1949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BWM)
 GV1949'RECOVERED AS DESCRIBED
 GV1949
 GV1949                          STATION RECOVERY (2005)
 GV1949
 GV1949'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2394 ***********************************************************************
 GV2394  DESIGNATION -  E 392
 GV2394  PID         -  GV2394
 GV2394  STATE/COUNTY-  VA/DINWIDDIE
 GV2394  USGS QUAD   -  DE WITT (1974)
 GV2394
 GV2394                         *CURRENT SURVEY CONTROL
 GV2394  ___________________________________________________________________
 GV2394* NAD 83(1986)-  37 01 57.     (N)    077 39 12.     (W)     SCALED    
 GV2394* NAVD 88     -        71.454  (meters)     234.43   (feet)  ADJUSTED  
 GV2394  ___________________________________________________________________
 GV2394  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV2394  DYNAMIC HT  -          71.401 (meters)     234.25  (feet)  COMP
 GV2394  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 GV2394
 GV2394  VERT ORDER  -  SECOND    CLASS 0
 GV2394
 GV2394.The horizontal coordinates were scaled from a topographic map and have
 GV2394.an estimated accuracy of +/- 6 seconds.
 GV2394
 GV2394.The orthometric height was determined by differential leveling
 GV2394.and adjusted by the National Geodetic Survey in June 1991..
 GV2394
 GV2394.The geoid height was determined by GEOID03.
 GV2394
 GV2394.The dynamic height is computed by dividing the NAVD 88
 GV2394.geopotential number by the normal gravity value computed on the
 GV2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2394.degrees latitude (g = 980.6199 gals.).
 GV2394
 GV2394.The modeled gravity was interpolated from observed gravity values.
 GV2394
 GV2394;                    North         East    Units  Estimated Accuracy
 GV2394;SPC VA S     - 1,077,930.    3,575,330.      MT  (+/- 180 meters Scaled)
 GV2394
 GV2394                          SUPERSEDED SURVEY CONTROL
 GV2394
 GV2394  NGVD 29 (??/??/??)   71.782  (m)          235.50   (f) ADJUSTED    2 0
 GV2394
 GV2394.Superseded values are not recommended for survey control.
 GV2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2394.See file dsdata.txt to determine how the superseded data were derived.
 GV2394
 GV2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG639017(NAD 83)
 GV2394_MARKER: DB = BENCH MARK DISK
 GV2394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2394_SP_SET: CULVERT
 GV2394_STAMPING: E 392 1960
 GV2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2394+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2394
 GV2394  HISTORY     - Date     Condition        Report By
 GV2394  HISTORY     - 1960     MONUMENTED       CGS
 GV2394  HISTORY     - 1966     GOOD             CGS
 GV2394  HISTORY     - 19950311 GOOD             USPSQD
 GV2394  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2394  HISTORY     - 20051022 GOOD             USPSQD
 GV2394
 GV2394                          STATION DESCRIPTION
 GV2394
 GV2394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2394'0.8 MI SW FROM DE WITT.
 GV2394'ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 GV2394'OFFICE AT DE WITT, 0.4 MILE SOUTHWEST OF THE JUNCTION OF ROAD
 GV2394'650 LEADING EAST, AT THE BOTTOM OF GRADES, 28 1/2 FEET SOUTHEAST
 GV2394'OF THE CENTER LINE OF HIGHWAY, IN TOP OF THE NORTHEAST END OF THE
 GV2394'SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER
 GV2394'THE HIGHWAY FOR SNAP LODGE BRANCH, AND ABOUT 1 1/2 FEET BELOW
 GV2394'THE LEVEL OF THE HIGHWAY.
 GV2394
 GV2394                          STATION RECOVERY (1966)
 GV2394
 GV2394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2394'RECOVERED IN GOOD CONDITION.
 GV2394
 GV2394                          STATION RECOVERY (1995)
 GV2394
 GV2394'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2394'RECOVERED IN GOOD CONDITION.
 GV2394
 GV2394                          STATION RECOVERY (2000)
 GV2394
 GV2394'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2394'MARK NOT FOUND.
 GV2394
 GV2394                          STATION RECOVERY (2005)
 GV2394
 GV2394'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0147 ***********************************************************************
 FY0147  DESIGNATION -  E 393
 FY0147  PID         -  FY0147
 FY0147  STATE/COUNTY-  VA/MECKLENBURG
 FY0147  USGS QUAD   -  BRACEY (1979)
 FY0147
 FY0147                         *CURRENT SURVEY CONTROL
 FY0147  ___________________________________________________________________
 FY0147* NAD 83(1986)-  36 33 07.     (N)    078 09 57.     (W)     SCALED    
 FY0147* NAVD 88     -        85.780  (meters)     281.43   (feet)  ADJUSTED  
 FY0147  ___________________________________________________________________
 FY0147  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FY0147  DYNAMIC HT  -          85.711 (meters)     281.20  (feet)  COMP
 FY0147  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 FY0147
 FY0147  VERT ORDER  -  SECOND    CLASS 0
 FY0147
 FY0147.The horizontal coordinates were scaled from a topographic map and have
 FY0147.an estimated accuracy of +/- 6 seconds.
 FY0147
 FY0147.The orthometric height was determined by differential leveling
 FY0147.and adjusted by the National Geodetic Survey in June 1991..
 FY0147
 FY0147.The geoid height was determined by GEOID03.
 FY0147
 FY0147.The dynamic height is computed by dividing the NAVD 88
 FY0147.geopotential number by the normal gravity value computed on the
 FY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0147.degrees latitude (g = 980.6199 gals.).
 FY0147
 FY0147.The modeled gravity was interpolated from observed gravity values.
 FY0147
 FY0147;                    North         East    Units  Estimated Accuracy
 FY0147;SPC VA S     - 1,024,310.    3,529,920.      MT  (+/- 180 meters Scaled)
 FY0147
 FY0147                          SUPERSEDED SURVEY CONTROL
 FY0147
 FY0147  NGVD 29 (??/??/92)   86.106  (m)          282.50   (f) ADJ UNCH    2 0
 FY0147
 FY0147.Superseded values are not recommended for survey control.
 FY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0147.See file dsdata.txt to determine how the superseded data were derived.
 FY0147
 FY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA536489(NAD 83)
 FY0147_MARKER: DB = BENCH MARK DISK
 FY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0147_STAMPING: E 393 1960
 FY0147_MARK LOGO: CGS   
 FY0147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0147+STABILITY: SURFACE MOTION
 FY0147
 FY0147  HISTORY     - Date     Condition        Report By
 FY0147  HISTORY     - 1960     MONUMENTED       CGS
 FY0147  HISTORY     - 19990301 GOOD             NCGS
 FY0147  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0147
 FY0147                          STATION DESCRIPTION
 FY0147
 FY0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0147'3.9 MI SW FROM BRACEY.
 FY0147'3.9 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0147'STATION AT BRACEY, 429 YARDS (0.25 MILE) SOUTH OF MILEPOST 90, 105
 FY0147'YARDS NORTH OF THE CENTER OF CROSSING OF ROAD 712, 91 YARDS SOUTH
 FY0147'OF THE CROSSING OF A HIGH-TENSION POWER LINE, 51 FEET EAST OF THE
 FY0147'EAST RAIL AND 11 YARDS SOUTH OF THE NORTH END OF A CUT, 89 1/2 FEET
 FY0147'SOUTH OF TELEPHONE POLE E 12 A, 60 FEET NORTH-NORTHEAST OF THE
 FY0147'THIRD TELEPHONE POLE NORTH OF CROSSING, 3 1/2 FEET NORTH OF A STEEL
 FY0147'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A
 FY0147'CONCRETE POST PROJECTING 3 INCHES.  ALSO ABOUT 0.85 MILE NORTH
 FY0147'ALONG THE SEABOARD AIR LINE RAILWAY FROM PASCHALL, NORTH CAROLINA,
 FY0147'WARREN COUNTY.
 FY0147
 FY0147                          STATION RECOVERY (1999)
 FY0147
 FY0147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 FY0147'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  A NEW TO
 FY0147'REACH FOR THE STATION.  ALONG VA-712 FOR 1.1 MI (1.8 KM) SOUTHEAST
 FY0147'FROM I-85 OVERPASS TO ABANDONED RAILROAD CROSSING OR 0.7 MI (1.1 KM)
 FY0147'NORTHWEST OF SR 1300 (PASCHAL STATION ROAD) INTERSECTION TO STATION,
 FY0147'APPROXIMATELY 300 FEET (91.4 M) NORTH ALONG ABANDONED RAILROAD BED.
 FY0147'TELEPHONE POLES NO LONGER EXIST.  STATION IS LOCATED 54.0 FT (16.5 M)
 FY0147'EAST OF CENTER OF RAILROAD BED AND 0.8 FT (24.4 CM) EAST-NORTHEAST OF
 FY0147'CHAIN LINK FENCE.
 FY0147
 FY0147                          STATION RECOVERY (2005)
 FY0147
 FY0147'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0147'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0117 ***********************************************************************
 FY0117  DESIGNATION -  E 394
 FY0117  PID         -  FY0117
 FY0117  STATE/COUNTY-  VA/MECKLENBURG
 FY0117  USGS QUAD   -  LA CROSSE (1981)
 FY0117
 FY0117                         *CURRENT SURVEY CONTROL
 FY0117  ___________________________________________________________________
 FY0117* NAD 83(1986)-  36 42 49.     (N)    078 06 52.     (W)     SCALED    
 FY0117* NAVD 88     -       132.371  (meters)     434.29   (feet)  ADJUSTED  
 FY0117  ___________________________________________________________________
 FY0117  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 FY0117  DYNAMIC HT  -         132.268 (meters)     433.95  (feet)  COMP
 FY0117  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 FY0117
 FY0117  VERT ORDER  -  SECOND    CLASS 0
 FY0117
 FY0117.The horizontal coordinates were scaled from a topographic map and have
 FY0117.an estimated accuracy of +/- 6 seconds.
 FY0117
 FY0117.The orthometric height was determined by differential leveling
 FY0117.and adjusted by the National Geodetic Survey in June 1991..
 FY0117
 FY0117.The geoid height was determined by GEOID03.
 FY0117
 FY0117.The dynamic height is computed by dividing the NAVD 88
 FY0117.geopotential number by the normal gravity value computed on the
 FY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0117.degrees latitude (g = 980.6199 gals.).
 FY0117
 FY0117.The modeled gravity was interpolated from observed gravity values.
 FY0117
 FY0117;                    North         East    Units  Estimated Accuracy
 FY0117;SPC VA S     - 1,042,270.    3,534,450.      MT  (+/- 180 meters Scaled)
 FY0117
 FY0117                          SUPERSEDED SURVEY CONTROL
 FY0117
 FY0117  NGVD 29 (??/??/92)  132.676  (m)          435.29   (f) ADJ UNCH    2 0
 FY0117
 FY0117.Superseded values are not recommended for survey control.
 FY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0117.See file dsdata.txt to determine how the superseded data were derived.
 FY0117
 FY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA577669(NAD 83)
 FY0117_MARKER: DB = BENCH MARK DISK
 FY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0117_STAMPING: E 394 1960
 FY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0117+STABILITY: SURFACE MOTION
 FY0117
 FY0117  HISTORY     - Date     Condition        Report By
 FY0117  HISTORY     - 1960     MONUMENTED       CGS
 FY0117  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0117
 FY0117                          STATION DESCRIPTION
 FY0117
 FY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0117'1.2 MI SE FROM SOUTH HILL.
 FY0117'1.25 MILES SOUTHEAST ALONG THE ATLANTIC AND DANVILLE RAILWAY
 FY0117'FROM THE CROSSING OF U.S. HIGHWAY 1 AT SOUTH HILL, 0.35 MILE
 FY0117'SOUTHEAST OF MILEPOST 113, AT THE CROSSING OF BLACK TOP ROAD
 FY0117'643, ABOUT 1.7 MILES NORTHWEST ALONG THE A AND D RY., FROM THE
 FY0117'CROSSING OF THE SEABOARD AIR LINE RAILWAY AT LA CROSSE, 30 1/2
 FY0117'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31 1/2 FEET SOUTHEAST
 FY0117'OF THE CENTER LINE OF ROAD 643, 21 FEET SOUTH OF CROSSING SIGN,
 FY0117'4 FEET SOUTHEAST OF A RAILROAD TELEPHONE POLE, 49 FEET
 FY0117'EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM POWER LINE POLE
 FY0117'A 25 1, 32 FEET SOUTH OF THE SOUTHEAST END OF A 15-INCH PIPE
 FY0117'CULVERT UNDER THE ROAD, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 FY0117'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FY0117
 FY0117                          STATION RECOVERY (2005)
 FY0117
 FY0117'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0117'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0102 ***********************************************************************
 GA0102  DESIGNATION -  E 40
 GA0102  PID         -  GA0102
 GA0102  STATE/COUNTY-  VA/WISE
 GA0102  USGS QUAD   -  COEBURN (1991)
 GA0102
 GA0102                         *CURRENT SURVEY CONTROL
 GA0102  ___________________________________________________________________
 GA0102* NAD 83(1986)-  36 56 15.     (N)    082 29 13.     (W)     SCALED    
 GA0102* NAVD 88     -       607.274  (meters)    1992.36   (feet)  ADJUSTED  
 GA0102  ___________________________________________________________________
 GA0102  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA0102  DYNAMIC HT  -         606.732 (meters)    1990.59  (feet)  COMP
 GA0102  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 GA0102
 GA0102  VERT ORDER  -  SECOND    CLASS 0
 GA0102
 GA0102.The horizontal coordinates were scaled from a topographic map and have
 GA0102.an estimated accuracy of +/- 6 seconds.
 GA0102
 GA0102.The orthometric height was determined by differential leveling
 GA0102.and adjusted by the National Geodetic Survey in June 1991..
 GA0102
 GA0102.The geoid height was determined by GEOID03.
 GA0102
 GA0102.The dynamic height is computed by dividing the NAVD 88
 GA0102.geopotential number by the normal gravity value computed on the
 GA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0102.degrees latitude (g = 980.6199 gals.).
 GA0102
 GA0102.The modeled gravity was interpolated from observed gravity values.
 GA0102
 GA0102;                    North         East    Units  Estimated Accuracy
 GA0102;SPC VA S     - 1,074,550.    3,144,940.      MT  (+/- 180 meters Scaled)
 GA0102
 GA0102                          SUPERSEDED SURVEY CONTROL
 GA0102
 GA0102  NGVD 29 (??/??/92)  607.416  (m)         1992.83   (f) ADJ UNCH    2 0
 GA0102
 GA0102.Superseded values are not recommended for survey control.
 GA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0102.See file dsdata.txt to determine how the superseded data were derived.
 GA0102
 GA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA675889(NAD 83)
 GA0102_MARKER: DB = BENCH MARK DISK
 GA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0102_STAMPING: E 40 1934
 GA0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0102+STABILITY: SURFACE MOTION
 GA0102
 GA0102  HISTORY     - Date     Condition        Report By
 GA0102  HISTORY     - 1934     MONUMENTED       CGS
 GA0102
 GA0102                          STATION DESCRIPTION
 GA0102
 GA0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0102'1.5 MI W FROM COEBURN.
 GA0102'1.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM COEBURN,
 GA0102'WISE COUNTY, 27 RAILS EAST OF MILEPOST 457, AT TATES TOURIST CAMP
 GA0102'ON U.S. HIGHWAY 23, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GA0102'AND 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GA0102'STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3097 ***********************************************************************
 GA3097  DESIGNATION -  E 41
 GA3097  PID         -  GA3097
 GA3097  STATE/COUNTY-  VA/RUSSELL
 GA3097  USGS QUAD   -  LEBANON (1991)
 GA3097
 GA3097                         *CURRENT SURVEY CONTROL
 GA3097  ___________________________________________________________________
 GA3097* NAD 83(1986)-  36 59 59.     (N)    082 02 19.     (W)     SCALED    
 GA3097* NAVD 88     -       500.243  (meters)    1641.21   (feet)  ADJUSTED  
 GA3097  ___________________________________________________________________
 GA3097  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GA3097  DYNAMIC HT  -         499.795 (meters)    1639.74  (feet)  COMP
 GA3097  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 GA3097
 GA3097  VERT ORDER  -  SECOND    CLASS 0
 GA3097
 GA3097.The horizontal coordinates were scaled from a topographic map and have
 GA3097.an estimated accuracy of +/- 6 seconds.
 GA3097
 GA3097.The orthometric height was determined by differential leveling
 GA3097.and adjusted by the National Geodetic Survey in June 1991..
 GA3097
 GA3097.The geoid height was determined by GEOID03.
 GA3097
 GA3097.The dynamic height is computed by dividing the NAVD 88
 GA3097.geopotential number by the normal gravity value computed on the
 GA3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3097.degrees latitude (g = 980.6199 gals.).
 GA3097
 GA3097.The modeled gravity was interpolated from observed gravity values.
 GA3097
 GA3097;                    North         East    Units  Estimated Accuracy
 GA3097;SPC VA S     - 1,079,850.    3,185,110.      MT  (+/- 180 meters Scaled)
 GA3097
 GA3097                          SUPERSEDED SURVEY CONTROL
 GA3097
 GA3097  NGVD 29 (??/??/92)  500.390  (m)         1641.70   (f) ADJ UNCH    2 0
 GA3097
 GA3097.Superseded values are not recommended for survey control.
 GA3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3097.See file dsdata.txt to determine how the superseded data were derived.
 GA3097
 GA3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA075953(NAD 83)
 GA3097_MARKER: DB = BENCH MARK DISK
 GA3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3097_STAMPING: E 41 1934
 GA3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3097+STABILITY: SURFACE MOTION
 GA3097
 GA3097  HISTORY     - Date     Condition        Report By
 GA3097  HISTORY     - 1934     MONUMENTED       CGS
 GA3097  HISTORY     - 1935     MARK NOT FOUND   NGS
 GA3097
 GA3097                          STATION DESCRIPTION
 GA3097
 GA3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA3097'3.5 MI W FROM HONAKER.
 GA3097'3.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM HONAKER,
 GA3097'RUSSELL COUNTY, ABOUT ONE MILE EAST OF THE STATION AT FINNEY,
 GA3097'3-1/2 RAILS EAST OF BRIDGE 1375, 15 FEET NORTHEAST OF SEMAPHORE C
 GA3097'4235, AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GA3097'DISK, STAMPED E 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA3097
 GA3097                          STATION RECOVERY (1935)
 GA3097
 GA3097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GA3097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0228 ***********************************************************************
 FX0228  DESIGNATION -  E 416
 FX0228  PID         -  FX0228
 FX0228  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0228  USGS QUAD   -  CAPE HENRY (1986)
 FX0228
 FX0228                         *CURRENT SURVEY CONTROL
 FX0228  ___________________________________________________________________
 FX0228* NAD 83(1986)-  36 54 54.     (N)    076 03 36.     (W)     SCALED    
 FX0228* NAVD 88     -         1.988  (meters)       6.52   (feet)  ADJUSTED  
 FX0228  ___________________________________________________________________
 FX0228  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 FX0228  DYNAMIC HT  -           1.986 (meters)       6.52  (feet)  COMP
 FX0228  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 FX0228
 FX0228  VERT ORDER  -  FIRST     CLASS I
 FX0228
 FX0228.The horizontal coordinates were scaled from a topographic map and have
 FX0228.an estimated accuracy of +/- 6 seconds.
 FX0228
 FX0228.The orthometric height was determined by differential leveling
 FX0228.and adjusted by the National Geodetic Survey in June 1991..
 FX0228
 FX0228.The geoid height was determined by GEOID03.
 FX0228
 FX0228.The dynamic height is computed by dividing the NAVD 88
 FX0228.geopotential number by the normal gravity value computed on the
 FX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0228.degrees latitude (g = 980.6199 gals.).
 FX0228
 FX0228.The modeled gravity was interpolated from observed gravity values.
 FX0228
 FX0228;                    North         East    Units  Estimated Accuracy
 FX0228;SPC VA S     - 1,067,360.    3,717,400.      MT  (+/- 180 meters Scaled)
 FX0228
 FX0228                          SUPERSEDED SURVEY CONTROL
 FX0228
 FX0228  NGVD 29 (??/??/92)    2.236  (m)            7.34   (f) ADJ UNCH    1 1
 FX0228
 FX0228.Superseded values are not recommended for survey control.
 FX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0228.See file dsdata.txt to determine how the superseded data were derived.
 FX0228
 FX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF055859(NAD 83)
 FX0228_MARKER: DB = BENCH MARK DISK
 FX0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0228_STAMPING: E 416 1963
 FX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0228+STABILITY: SURFACE MOTION
 FX0228
 FX0228  HISTORY     - Date     Condition        Report By
 FX0228  HISTORY     - 1963     MONUMENTED       CGS
 FX0228  HISTORY     - 1969     GOOD             NGS
 FX0228  HISTORY     - 1977     GOOD             NGS
 FX0228  HISTORY     - 1989     GOOD             USPSQD
 FX0228  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 FX0228
 FX0228                          STATION DESCRIPTION
 FX0228
 FX0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0228'2.4 MI E FROM OCEAN PARK.
 FX0228'ABOUT 2.45 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE FIRE
 FX0228'DEPARTMENT BUILDING AT OCEAN PARK, AT THE INTERSECTION OF COUNTY
 FX0228'ROAD 1391, 47 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 FX0228'(WEST-BOUND LANE), 43 FEET NORTH OF THE WEST-BOUND LANE OF THE
 FX0228'HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF ROAD 1391, 4 FEET
 FX0228'SOUTH OF POWER POLE 613, 1 1/2 FEET NORTH OF A STEEL WITNESS POST,
 FX0228'ABOUT LEVEL WITH THE HIGHWAY, AND IS SET IN TOP OF A CONCRETE POST
 FX0228'PROJECTING 3 INCHES ABOVE THE GROUND.
 FX0228
 FX0228                          STATION RECOVERY (1969)
 FX0228
 FX0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FX0228'RECOVERED IN GOOD CONDITION.
 FX0228
 FX0228                          STATION RECOVERY (1977)
 FX0228
 FX0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FX0228'RECOVERED IN GOOD CONDITION.
 FX0228
 FX0228                          STATION RECOVERY (1989)
 FX0228
 FX0228'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEM)
 FX0228'RECOVERED IN GOOD CONDITION.
 FX0228
 FX0228                          STATION RECOVERY (2002)
 FX0228
 FX0228'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0228'MARKER MISSING, CONCRETE POST EXISTS. POST 32 INCHES SOUTH OF POWER
 FX0228'POLE 613 AND ONE FOOT N OF TELEPHONE BOX 613AA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0211 ***********************************************************************
 FW0211  DESIGNATION -  E 417
 FW0211  PID         -  FW0211
 FW0211  STATE/COUNTY-  VA/NORTHAMPTON
 FW0211  USGS QUAD   -  NASSAWADOX (1973)
 FW0211
 FW0211                         *CURRENT SURVEY CONTROL
 FW0211  ___________________________________________________________________
 FW0211* NAD 83(1986)-  37 28 31.     (N)    075 51 29.     (W)     SCALED    
 FW0211* NAVD 88     -        11.195  (meters)      36.73   (feet)  ADJUSTED  
 FW0211  ___________________________________________________________________
 FW0211  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 FW0211  DYNAMIC HT  -          11.187 (meters)      36.70  (feet)  COMP
 FW0211  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 FW0211
 FW0211  VERT ORDER  -  FIRST     CLASS I
 FW0211
 FW0211.The horizontal coordinates were scaled from a topographic map and have
 FW0211.an estimated accuracy of +/- 6 seconds.
 FW0211
 FW0211.The orthometric height was determined by differential leveling
 FW0211.and adjusted by the National Geodetic Survey in June 1991..
 FW0211.WARNING-Repeat measurements at this control monument indicate possible
 FW0211.vertical movement.
 FW0211
 FW0211.The geoid height was determined by GEOID03.
 FW0211
 FW0211.The dynamic height is computed by dividing the NAVD 88
 FW0211.geopotential number by the normal gravity value computed on the
 FW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0211.degrees latitude (g = 980.6199 gals.).
 FW0211
 FW0211.The modeled gravity was interpolated from observed gravity values.
 FW0211
 FW0211;                    North         East    Units  Estimated Accuracy
 FW0211;SPC VA S     - 1,130,000.    3,733,650.      MT  (+/- 180 meters Scaled)
 FW0211
 FW0211                          SUPERSEDED SURVEY CONTROL
 FW0211
 FW0211  NGVD 29 (??/??/??)   11.434  (m)           37.51   (f) ADJUSTED    1 1
 FW0211
 FW0211.Superseded values are not recommended for survey control.
 FW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0211.See file dsdata.txt to determine how the superseded data were derived.
 FW0211
 FW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG241479(NAD 83)
 FW0211_MARKER: DB = BENCH MARK DISK
 FW0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0211_STAMPING: E 417 1963
 FW0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0211+STABILITY: SURFACE MOTION
 FW0211
 FW0211  HISTORY     - Date     Condition        Report By
 FW0211  HISTORY     - 1963     MONUMENTED       CGS
 FW0211  HISTORY     - 1972     GOOD             NGS
 FW0211  HISTORY     - 1990     GOOD             USPSQD
 FW0211  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 FW0211
 FW0211                          STATION DESCRIPTION
 FW0211
 FW0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0211'AT NASSAWADOX.
 FW0211'AT NASSAWADOX, ALONG THE PENN CENTRAL RAILROAD, 101 YARDS NORTH
 FW0211'OF THE NORTH CORNER OF THE POST OFFICE BUILDING AT NASSAWADOX,
 FW0211'84 FEET EAST OF THE CENTER OF THE CROSSING OF THE PENN CENTRAL
 FW0211'RAILROAD AND STATE ROAD T 606, 38.8 FEET SOUTHEAST OF THE
 FW0211'SOUTHEAST RAIL, 55 1/2 FEET NORTH OF THE WEST CORNER OF THE
 FW0211'BEN FRANKLIN STORE, 54.5 FEET NORTHEAST OF A WARNING SIGNAL
 FW0211'LIGHT, 1 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET
 FW0211'NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 FW0211'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 FW0211'INCH ABOVE THE LEVEL OF THE GROUND.
 FW0211
 FW0211                          STATION RECOVERY (1990)
 FW0211
 FW0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0211'RECOVERED IN GOOD CONDITION.
 FW0211
 FW0211                          STATION RECOVERY (2002)
 FW0211
 FW0211'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKW)
 FW0211'REFERENCED BEN FRANKLIN STORE AND WITNESS POST DO NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0423 ***********************************************************************
 FW0423  DESIGNATION -  E 418
 FW0423  PID         -  FW0423
 FW0423  STATE/COUNTY-  VA/ACCOMACK
 FW0423  USGS QUAD   -  ACCOMAC (1979)
 FW0423
 FW0423                         *CURRENT SURVEY CONTROL
 FW0423  ___________________________________________________________________
 FW0423* NAD 83(1986)-  37 42 36.     (N)    075 44 22.     (W)     SCALED    
 FW0423* NAVD 88     -         6.531  (meters)      21.43   (feet)  ADJUSTED  
 FW0423  ___________________________________________________________________
 FW0423  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 FW0423  DYNAMIC HT  -           6.526 (meters)      21.41  (feet)  COMP
 FW0423  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 FW0423
 FW0423  VERT ORDER  -  FIRST     CLASS I
 FW0423
 FW0423.The horizontal coordinates were scaled from a topographic map and have
 FW0423.an estimated accuracy of +/- 6 seconds.
 FW0423
 FW0423.The orthometric height was determined by differential leveling
 FW0423.and adjusted by the National Geodetic Survey in June 1991..
 FW0423
 FW0423.The geoid height was determined by GEOID03.
 FW0423
 FW0423.The dynamic height is computed by dividing the NAVD 88
 FW0423.geopotential number by the normal gravity value computed on the
 FW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0423.degrees latitude (g = 980.6199 gals.).
 FW0423
 FW0423.The modeled gravity was interpolated from observed gravity values.
 FW0423
 FW0423;                    North         East    Units  Estimated Accuracy
 FW0423;SPC VA S     - 1,156,340.    3,743,370.      MT  (+/- 180 meters Scaled)
 FW0423
 FW0423                          SUPERSEDED SURVEY CONTROL
 FW0423
 FW0423  NGVD 29 (??/??/??)    6.773  (m)           22.22   (f) ADJUSTED    1 1
 FW0423
 FW0423.Superseded values are not recommended for survey control.
 FW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0423.See file dsdata.txt to determine how the superseded data were derived.
 FW0423
 FW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG348738(NAD 83)
 FW0423_MARKER: DB = BENCH MARK DISK
 FW0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0423_SP_SET: STORE
 FW0423_STAMPING: E 418 1963
 FW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0423
 FW0423  HISTORY     - Date     Condition        Report By
 FW0423  HISTORY     - 1963     MONUMENTED       CGS
 FW0423
 FW0423                          STATION DESCRIPTION
 FW0423
 FW0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0423'0.6 MI E FROM ONANCOCK.
 FW0423'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 178 FROM THE JUNCTION
 FW0423'OF NORTH AND MARKET STREETS AT ONANCOCK, AT THE JUNCTION OF
 FW0423'MARKET AND HILL STREETS, SET VERTICALLY IN THE EAST BRICK FACE
 FW0423'OF THE WATSON FURNITURE STORE, 64 FEET SOUTHWEST OF CENTER OF
 FW0423'JUNCTION, 1.6 FEET SOUTH OF NORTHEAST CORNER OF BUILDING, 30.5 FEET
 FW0423'WEST OF CENTER LINE OF HILL STREET, AND ABOUT 2 1/2 FEET ABOVE
 FW0423'LEVEL OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0458 ***********************************************************************
 FX0458  DESIGNATION -  E 419
 FX0458  PID         -  FX0458
 FX0458  STATE/COUNTY-  VA/C OF NORFOLK
 FX0458  USGS QUAD   -  FENTRESS (1986)
 FX0458
 FX0458                         *CURRENT SURVEY CONTROL
 FX0458  ___________________________________________________________________
 FX0458* NAD 83(1986)-  36 37 42.     (N)    076 12 41.     (W)     SCALED    
 FX0458* NAVD 88     -         5.861  (meters)      19.23   (feet)  ADJUSTED  
 FX0458  ___________________________________________________________________
 FX0458  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 FX0458  DYNAMIC HT  -           5.856 (meters)      19.21  (feet)  COMP
 FX0458  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 FX0458
 FX0458  VERT ORDER  -  FIRST     CLASS I
 FX0458
 FX0458.The horizontal coordinates were scaled from a topographic map and have
 FX0458.an estimated accuracy of +/- 6 seconds.
 FX0458
 FX0458.The orthometric height was determined by differential leveling
 FX0458.and adjusted by the National Geodetic Survey in June 1991..
 FX0458
 FX0458.The geoid height was determined by GEOID03.
 FX0458
 FX0458.The dynamic height is computed by dividing the NAVD 88
 FX0458.geopotential number by the normal gravity value computed on the
 FX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0458.degrees latitude (g = 980.6199 gals.).
 FX0458
 FX0458.The modeled gravity was interpolated from observed gravity values.
 FX0458
 FX0458;                    North         East    Units  Estimated Accuracy
 FX0458;SPC VA S     - 1,035,220.    3,704,690.      MT  (+/- 180 meters Scaled)
 FX0458
 FX0458                          SUPERSEDED SURVEY CONTROL
 FX0458
 FX0458  NGVD 29 (??/??/92)    6.125  (m)           20.10   (f) ADJ UNCH    1 1
 FX0458
 FX0458.Superseded values are not recommended for survey control.
 FX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0458.See file dsdata.txt to determine how the superseded data were derived.
 FX0458
 FX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF916543(NAD 83)
 FX0458_MARKER: DB = BENCH MARK DISK
 FX0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0458_SP_SET: CONCRETE BASE
 FX0458_STAMPING: E 419 1963
 FX0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0458
 FX0458  HISTORY     - Date     Condition        Report By
 FX0458  HISTORY     - 1963     MONUMENTED       CGS
 FX0458  HISTORY     - 1979     GOOD             NGS
 FX0458
 FX0458                          STATION DESCRIPTION
 FX0458
 FX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0458'AT CHESAPEAKE.
 FX0458'AT CHESAPEAKE, ABOUT 0.35 MILE WEST ALONG SECONDARY STATE
 FX0458'HIGHWAY 607 FROM THE CROSSING OF NORFOLK SOUTHERN RAILWAY
 FX0458'AT HICKORY GROUND (A SUBDIVISION OF CHESAPEAKE), THENCE 0.85
 FX0458'MILE SOUTH ALONG SECONDARY STATE HIGHWAY 604 AND STATE HIGHWAY
 FX0458'168, THENCE 0.15 MILE WEST ALONG PRIVATE ROAD LEADING TO
 FX0458'NORFOLK AND CAROLINA EXCHANGE RELAY TOWER, SET ON TOP OF
 FX0458'NORTHEAST CORNER OF A 6-FOOT BY 6-FOOT CONCRETE BASE FOR A
 FX0458'280-FOOT HIGH TOWER, 18 FEET WEST OF WEST FACE OF BUILDING,
 FX0458'AND ABOUT LEVEL WITH GROUND.
 FX0458
 FX0458                          STATION RECOVERY (1979)
 FX0458
 FX0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1762 ***********************************************************************
 GX1762  DESIGNATION -  E 42
 GX1762  PID         -  GX1762
 GX1762  STATE/COUNTY-  VA/TAZEWELL
 GX1762  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1762
 GX1762                         *CURRENT SURVEY CONTROL
 GX1762  ___________________________________________________________________
 GX1762* NAD 83(1986)-  37 06 54.     (N)    081 36 23.     (W)     SCALED    
 GX1762* NAVD 88     -       738.763  (meters)    2423.76   (feet)  ADJUSTED  
 GX1762  ___________________________________________________________________
 GX1762  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GX1762  DYNAMIC HT  -         738.098 (meters)    2421.58  (feet)  COMP
 GX1762  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 GX1762
 GX1762  VERT ORDER  -  SECOND    CLASS 0
 GX1762
 GX1762.The horizontal coordinates were scaled from a topographic map and have
 GX1762.an estimated accuracy of +/- 6 seconds.
 GX1762
 GX1762.The orthometric height was determined by differential leveling
 GX1762.and adjusted by the National Geodetic Survey in June 1991..
 GX1762
 GX1762.The geoid height was determined by GEOID03.
 GX1762
 GX1762.The dynamic height is computed by dividing the NAVD 88
 GX1762.geopotential number by the normal gravity value computed on the
 GX1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1762.degrees latitude (g = 980.6199 gals.).
 GX1762
 GX1762.The modeled gravity was interpolated from observed gravity values.
 GX1762
 GX1762;                    North         East    Units  Estimated Accuracy
 GX1762;SPC VA S     - 1,091,290.    3,223,970.      MT  (+/- 180 meters Scaled)
 GX1762
 GX1762                          SUPERSEDED SURVEY CONTROL
 GX1762
 GX1762  NGVD 29 (??/??/92)  738.876  (m)         2424.13   (f) ADJ UNCH    2 0
 GX1762
 GX1762.Superseded values are not recommended for survey control.
 GX1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1762.See file dsdata.txt to determine how the superseded data were derived.
 GX1762
 GX1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB461078(NAD 83)
 GX1762_MARKER: DB = BENCH MARK DISK
 GX1762_SETTING: 0 = UNSPECIFIED SETTING
 GX1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1762
 GX1762  HISTORY     - Date     Condition        Report By
 GX1762  HISTORY     - UNK      MONUMENTED       CGS
 GX1762  HISTORY     - 1934     GOOD             NGS
 GX1762
 GX1762                          STATION DESCRIPTION
 GX1762
 GX1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GX1762'IN YOUNGS.
 GX1762'ON THE N. AND W.R.R. 30 FEET NORTH OF TRACK 8 RAILS EAST OF
 GX1762'STATION BOARD AT YOUNGS, VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1763 ***********************************************************************
 GX1763  DESIGNATION -  E 42 RESET 1953
 GX1763  PID         -  GX1763
 GX1763  STATE/COUNTY-  VA/TAZEWELL
 GX1763  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1763
 GX1763                         *CURRENT SURVEY CONTROL
 GX1763  ___________________________________________________________________
 GX1763* NAD 83(1986)-  37 06 54.     (N)    081 36 23.     (W)     SCALED    
 GX1763* NAVD 88     -       738.714  (meters)    2423.60   (feet)  ADJUSTED  
 GX1763  ___________________________________________________________________
 GX1763  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 GX1763  DYNAMIC HT  -         738.049 (meters)    2421.42  (feet)  COMP
 GX1763  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 GX1763
 GX1763  VERT ORDER  -  SECOND    CLASS 0
 GX1763
 GX1763.The horizontal coordinates were scaled from a topographic map and have
 GX1763.an estimated accuracy of +/- 6 seconds.
 GX1763
 GX1763.The orthometric height was determined by differential leveling
 GX1763.and adjusted by the National Geodetic Survey in June 1991..
 GX1763
 GX1763.The geoid height was determined by GEOID03.
 GX1763
 GX1763.The dynamic height is computed by dividing the NAVD 88
 GX1763.geopotential number by the normal gravity value computed on the
 GX1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1763.degrees latitude (g = 980.6199 gals.).
 GX1763
 GX1763.The modeled gravity was interpolated from observed gravity values.
 GX1763
 GX1763;                    North         East    Units  Estimated Accuracy
 GX1763;SPC VA S     - 1,091,290.    3,223,970.      MT  (+/- 180 meters Scaled)
 GX1763
 GX1763                          SUPERSEDED SURVEY CONTROL
 GX1763
 GX1763  NGVD 29 (??/??/92)  738.828  (m)         2423.97   (f) ADJ UNCH    2 0
 GX1763
 GX1763.Superseded values are not recommended for survey control.
 GX1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1763.See file dsdata.txt to determine how the superseded data were derived.
 GX1763
 GX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB461078(NAD 83)
 GX1763_MARKER: DD = SURVEY DISK
 GX1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1763_STAMPING: E 42 RESET 1953
 GX1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1763+STABILITY: SURFACE MOTION
 GX1763
 GX1763  HISTORY     - Date     Condition        Report By
 GX1763  HISTORY     - 1953     MONUMENTED       VADH
 GX1763  HISTORY     - 1958     GOOD             NGS
 GX1763  HISTORY     - 1963     GOOD             NGS
 GX1763
 GX1763                          STATION DESCRIPTION
 GX1763
 GX1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1763'1.1 MI E FROM MAXWELL.
 GX1763'1.1 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GX1763'ROAD CROSSING AT MAXWELL, ABOUT 0.2 MILE WEST OF MILE POST 390,
 GX1763'ON THE WEST SLOPE OF A GRADE IN U.S. HIGHWAY 19 AND 460, 118
 GX1763'FEET NORTH AND ACROSS HIGHWAY FROM THE NORTH RAIL, 56 FEET NORTH
 GX1763'OF CENTER LINE OF HIGHWAY, 32 FEET EAST OF TELEPHONE POLE NO.
 GX1763'217, 112 FEET NORTHEAST AND ACROSS HIGHWAY FROM A WIRE GATE,
 GX1763'1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH TRACK AND SET
 GX1763'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GX1763
 GX1763                          STATION RECOVERY (1963)
 GX1763
 GX1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0349 ***********************************************************************
 FW0349  DESIGNATION -  E 420
 FW0349  PID         -  FW0349
 FW0349  STATE/COUNTY-  VA/ACCOMACK
 FW0349  USGS QUAD   -  PARKSLEY (1968)
 FW0349
 FW0349                         *CURRENT SURVEY CONTROL
 FW0349  ___________________________________________________________________
 FW0349* NAD 83(1986)-  37 45 45.     (N)    075 40 04.     (W)     SCALED    
 FW0349* NAVD 88     -        11.169  (meters)      36.64   (feet)  ADJUSTED  
 FW0349  ___________________________________________________________________
 FW0349  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 FW0349  DYNAMIC HT  -          11.162 (meters)      36.62  (feet)  COMP
 FW0349  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 FW0349
 FW0349  VERT ORDER  -  FIRST     CLASS I
 FW0349
 FW0349.The horizontal coordinates were scaled from a topographic map and have
 FW0349.an estimated accuracy of +/- 6 seconds.
 FW0349
 FW0349.The orthometric height was determined by differential leveling
 FW0349.and adjusted by the National Geodetic Survey in June 1991..
 FW0349
 FW0349.The geoid height was determined by GEOID03.
 FW0349
 FW0349.The dynamic height is computed by dividing the NAVD 88
 FW0349.geopotential number by the normal gravity value computed on the
 FW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0349.degrees latitude (g = 980.6199 gals.).
 FW0349
 FW0349.The modeled gravity was interpolated from observed gravity values.
 FW0349
 FW0349;                    North         East    Units  Estimated Accuracy
 FW0349;SPC VA S     - 1,162,350.    3,749,520.      MT  (+/- 180 meters Scaled)
 FW0349
 FW0349                          SUPERSEDED SURVEY CONTROL
 FW0349
 FW0349  NGVD 29 (??/??/??)   11.409  (m)           37.43   (f) ADJUSTED    1 1
 FW0349
 FW0349.Superseded values are not recommended for survey control.
 FW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0349.See file dsdata.txt to determine how the superseded data were derived.
 FW0349
 FW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG411796(NAD 83)
 FW0349_MARKER: DB = BENCH MARK DISK
 FW0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0349_STAMPING: E 420 1963
 FW0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0349+STABILITY: SURFACE MOTION
 FW0349
 FW0349  HISTORY     - Date     Condition        Report By
 FW0349  HISTORY     - 1963     MONUMENTED       CGS
 FW0349  HISTORY     - 1972     GOOD             NGS
 FW0349
 FW0349                          STATION DESCRIPTION
 FW0349
 FW0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0349'1.6 MI NE FROM GREENBUSH.
 FW0349'ABOUT 1.65 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0349'THE CROSSING OF STATE HIGHWAY 764 AT GREENBUSH, ABOUT 1.6 MILE
 FW0349'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 176 AT PARKSLEY, 115
 FW0349'FEET SOUTHWEST OF MILEPOST 54, 29 FEET SOUTHEAST OF THE CENTER
 FW0349'LINE OF STATE HIGHWAY 316, 34 FEET NORTH OF THE CENTER OF THE
 FW0349'RAILROAD CROSSING AND STATE HIGHWAY 661, 5 1/2 FEET SOUTH OF
 FW0349'POWER LINE POLE NO. 21, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 FW0349'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, 2 1/2 FEET
 FW0349'ABOVE THE LEVEL OF STATE HIGHWAY 316 AND SET IN THE TOP OF A
 FW0349'CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0478 ***********************************************************************
 FW0478  DESIGNATION -  E 421
 FW0478  PID         -  FW0478
 FW0478  STATE/COUNTY-  VA/ACCOMACK
 FW0478  USGS QUAD   -  HALLWOOD (1992)
 FW0478
 FW0478                         *CURRENT SURVEY CONTROL
 FW0478  ___________________________________________________________________
 FW0478* NAD 83(1986)-  37 56 22.     (N)    075 31 10.     (W)     SCALED    
 FW0478* NAVD 88     -        11.175  (meters)      36.66   (feet)  ADJUSTED  
 FW0478  ___________________________________________________________________
 FW0478  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 FW0478  DYNAMIC HT  -          11.168 (meters)      36.64  (feet)  COMP
 FW0478  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 FW0478
 FW0478  VERT ORDER  -  FIRST     CLASS I
 FW0478
 FW0478.The horizontal coordinates were scaled from a topographic map and have
 FW0478.an estimated accuracy of +/- 6 seconds.
 FW0478
 FW0478.The orthometric height was determined by differential leveling
 FW0478.and adjusted by the National Geodetic Survey in June 1991..
 FW0478
 FW0478.The geoid height was determined by GEOID03.
 FW0478
 FW0478.The dynamic height is computed by dividing the NAVD 88
 FW0478.geopotential number by the normal gravity value computed on the
 FW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0478.degrees latitude (g = 980.6199 gals.).
 FW0478
 FW0478.The modeled gravity was interpolated from observed gravity values.
 FW0478
 FW0478;                    North         East    Units  Estimated Accuracy
 FW0478;SPC VA S     - 1,182,380.    3,761,960.      MT  (+/- 180 meters Scaled)
 FW0478
 FW0478                          SUPERSEDED SURVEY CONTROL
 FW0478
 FW0478  NGVD 29 (??/??/??)   11.424  (m)           37.48   (f) ADJUSTED    1 1
 FW0478
 FW0478.Superseded values are not recommended for survey control.
 FW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0478.See file dsdata.txt to determine how the superseded data were derived.
 FW0478
 FW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG543992(NAD 83)
 FW0478_MARKER: DB = BENCH MARK DISK
 FW0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0478_STAMPING: E 421 1963
 FW0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0478+STABILITY: SURFACE MOTION
 FW0478
 FW0478  HISTORY     - Date     Condition        Report By
 FW0478  HISTORY     - 1963     MONUMENTED       CGS
 FW0478
 FW0478                          STATION DESCRIPTION
 FW0478
 FW0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0478'1.8 MI NE FROM OAK HALL.
 FW0478'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 13 FROM THE JUNCTION
 FW0478'OF SECONDARY STATE HIGHWAY 703 AT OAK HALL, THENCE 1.15 MILES
 FW0478'EAST ALONG STATE HIGHWAY 175, 39 FEET SOUTH OF CENTER LINE OF
 FW0478'HIGHWAY, 150 FEET SOUTH AND ACROSS HIGHWAY FROM SOUTHEAST
 FW0478'CORNER OF A ONE AND ONE-HALF STORY FRAME HOUSE, 1.6 FEET EAST
 FW0478'OF A STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 FW0478'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0311 ***********************************************************************
 FW0311  DESIGNATION -  E 422
 FW0311  PID         -  FW0311
 FW0311  STATE/COUNTY-  VA/ACCOMACK
 FW0311  USGS QUAD   -  HALLWOOD (1992)
 FW0311
 FW0311                         *CURRENT SURVEY CONTROL
 FW0311  ___________________________________________________________________
 FW0311* NAD 83(1986)-  37 58 45.     (N)    075 32 22.     (W)     SCALED    
 FW0311* NAVD 88     -         6.604  (meters)      21.67   (feet)  ADJUSTED  
 FW0311  ___________________________________________________________________
 FW0311  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW0311  DYNAMIC HT  -           6.599 (meters)      21.65  (feet)  COMP
 FW0311  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 FW0311  OBS GRAVITY -     979,963.7   (mgal)                       GRAV_OBS
 FW0311
 FW0311  VERT ORDER  -  FIRST     CLASS I
 FW0311
 FW0311.The horizontal coordinates were scaled from a topographic map and have
 FW0311.an estimated accuracy of +/- 6 seconds.
 FW0311
 FW0311.The orthometric height was determined by differential leveling
 FW0311.and adjusted by the National Geodetic Survey in June 1991..
 FW0311
 FW0311.The geoid height was determined by GEOID03.
 FW0311
 FW0311.The dynamic height is computed by dividing the NAVD 88
 FW0311.geopotential number by the normal gravity value computed on the
 FW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0311.degrees latitude (g = 980.6199 gals.).
 FW0311
 FW0311.The modeled gravity was interpolated from observed gravity values.
 FW0311.The observed gravity was obtained from relative gravimeter ties
 FW0311.to the IGSN71 gravity network.
 FW0311
 FW0311;                    North         East    Units  Estimated Accuracy
 FW0311;SPC VA S     - 1,186,730.    3,760,060.      MT  (+/- 180 meters Scaled)
 FW0311
 FW0311                          SUPERSEDED SURVEY CONTROL
 FW0311
 FW0311  NGVD 29 (??/??/??)    6.856  (m)           22.49   (f) ADJUSTED    1 1
 FW0311
 FW0311.Superseded values are not recommended for survey control.
 FW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0311.See file dsdata.txt to determine how the superseded data were derived.
 FW0311
 FW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH526036(NAD 83)
 FW0311_MARKER: DB = BENCH MARK DISK
 FW0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0311_SP_SET: 56 FEET
 FW0311_STAMPING: E 422 1963
 FW0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0311
 FW0311  HISTORY     - Date     Condition        Report By
 FW0311  HISTORY     - 1963     MONUMENTED       CGS
 FW0311  HISTORY     - 1972     GOOD             NGS
 FW0311
 FW0311                          STATION DESCRIPTION
 FW0311
 FW0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0311'AT NEW CHURCH.
 FW0311'AT NEW CHURCH, AT THE CROSSING OF STATE ROAD 709, 492 FEET SOUTH
 FW0311'OF THE SOUTHEAST CORNER OF THE ABANDONED FREIGHT STATION, 169 FEET
 FW0311'NORTHEAST OF THE CENTER OF THE STATE ROAD CROSSING, 24.5 FEET
 FW0311'EAST OF THE EAST RAIL, 3 1/2 FEET WEST OF THE 1ST POWER LINE POLE
 FW0311'NORTH OF THE ROAD CROSSING, 0.3 FOOT SOUTH OF MILEPOST 37, 1.2
 FW0311'FEET NORTH OF A METAL WITNESS POST, 2 FEET EAST OF A METAL WITNESS
 FW0311'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 FW0311'TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF
 FW0311'THE GROUND AND ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 1 INCH
 FW0311'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 FW0311'56 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0327 ***********************************************************************
 GV0327  DESIGNATION -  E 423
 GV0327  PID         -  GV0327
 GV0327  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 GV0327  USGS QUAD   -  CHESAPEAKE CHANNEL (1981)
 GV0327
 GV0327                         *CURRENT SURVEY CONTROL
 GV0327  ___________________________________________________________________
 GV0327* NAD 83(1986)-  37 00 37.     (N)    076 05 40.     (W)     SCALED    
 GV0327* NAVD 88     -         6.866  (meters)      22.53   (feet)  ADJUSTED  
 GV0327  ___________________________________________________________________
 GV0327  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 GV0327  DYNAMIC HT  -           6.861 (meters)      22.51  (feet)  COMP
 GV0327  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GV0327
 GV0327  VERT ORDER  -  FIRST     CLASS I
 GV0327
 GV0327.The horizontal coordinates were scaled from a topographic map and have
 GV0327.an estimated accuracy of +/- 6 seconds.
 GV0327
 GV0327.The orthometric height was determined by differential leveling
 GV0327.and adjusted by the National Geodetic Survey in June 1991..
 GV0327
 GV0327.The geoid height was determined by GEOID03.
 GV0327
 GV0327.The dynamic height is computed by dividing the NAVD 88
 GV0327.geopotential number by the normal gravity value computed on the
 GV0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0327.degrees latitude (g = 980.6199 gals.).
 GV0327
 GV0327.The modeled gravity was interpolated from observed gravity values.
 GV0327
 GV0327;                    North         East    Units  Estimated Accuracy
 GV0327;SPC VA S     - 1,077,850.    3,714,060.      MT  (+/- 180 meters Scaled)
 GV0327
 GV0327                          SUPERSEDED SURVEY CONTROL
 GV0327
 GV0327  NGVD 29 (??/??/??)    7.123  (m)           23.37   (f) ADJUSTED    1 1
 GV0327
 GV0327.Superseded values are not recommended for survey control.
 GV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0327.See file dsdata.txt to determine how the superseded data were derived.
 GV0327
 GV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF026965(NAD 83)
 GV0327_MARKER: DB = BENCH MARK DISK
 GV0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0327_SP_SET: FOUNDATION
 GV0327_STAMPING: E 423 1963
 GV0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0327
 GV0327  HISTORY     - Date     Condition        Report By
 GV0327  HISTORY     - 1963     MONUMENTED       CGS
 GV0327  HISTORY     - 1972     GOOD             NGS
 GV0327
 GV0327                          STATION DESCRIPTION
 GV0327
 GV0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV0327'2.2 MI S FROM CHESAPEAKE TUNNEL.
 GV0327'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE SOUTH END
 GV0327'OF CHESAPEAKE TUNNEL, 0.05 MILE NORTH OF MILEPOST NO. 7, 0.25
 GV0327'MILE SOUTH OF BRIDGE SPEED ZONE LIGHT, ABOUT 2.1 MILES NORTH OF
 GV0327'THE NORTH END OF THIMBLE SHOAL TUNNEL, AT BENT B 132 FOR TRESTLE
 GV0327'B, SET ON THE TOP OF THE EAST END OF CONCRETE CAP FOR BENT AND
 GV0327'FOUNDATION OF A LIGHT POLE, 17.3 FEET EAST OF THE CENTER LINE OF
 GV0327'THE HIGHWAY, 1.2 FEET WEST OF THE EAST EDGE OF THE CAP, 1.2 FEET
 GV0327'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR LIGHT POLE
 GV0327'BASE AND 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0927 ***********************************************************************
 GY0927  DESIGNATION -  E 424
 GY0927  PID         -  GY0927
 GY0927  STATE/COUNTY-  VA/WISE
 GY0927  USGS QUAD   -  JENKINS EAST (1992)
 GY0927
 GY0927                         *CURRENT SURVEY CONTROL
 GY0927  ___________________________________________________________________
 GY0927* NAD 83(1986)-  37 08 46.     (N)    082 37 21.     (W)     SCALED    
 GY0927* NAVD 88     -       521.030  (meters)    1709.41   (feet)  ADJUSTED  
 GY0927  ___________________________________________________________________
 GY0927  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 GY0927  DYNAMIC HT  -         520.582 (meters)    1707.94  (feet)  COMP
 GY0927  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 GY0927
 GY0927  VERT ORDER  -  FIRST     CLASS I
 GY0927
 GY0927.The horizontal coordinates were scaled from a topographic map and have
 GY0927.an estimated accuracy of +/- 6 seconds.
 GY0927
 GY0927.The orthometric height was determined by differential leveling
 GY0927.and adjusted by the National Geodetic Survey in June 1991..
 GY0927
 GY0927.The geoid height was determined by GEOID03.
 GY0927
 GY0927.The dynamic height is computed by dividing the NAVD 88
 GY0927.geopotential number by the normal gravity value computed on the
 GY0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0927.degrees latitude (g = 980.6199 gals.).
 GY0927
 GY0927.The modeled gravity was interpolated from observed gravity values.
 GY0927
 GY0927;                    North         East    Units  Estimated Accuracy
 GY0927;SPC VA S     - 1,098,190.    3,133,890.      MT  (+/- 180 meters Scaled)
 GY0927
 GY0927                          SUPERSEDED SURVEY CONTROL
 GY0927
 GY0927  NGVD 29 (??/??/92)  521.175  (m)         1709.89   (f) ADJ UNCH    1 1
 GY0927
 GY0927.Superseded values are not recommended for survey control.
 GY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0927.See file dsdata.txt to determine how the superseded data were derived.
 GY0927
 GY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB559123(NAD 83)
 GY0927_MARKER: DB = BENCH MARK DISK
 GY0927_SETTING: 66 = SET IN ROCK OUTCROP
 GY0927_SP_SET: ROCK OUTCROP
 GY0927_STAMPING: E 424 1967
 GY0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0927+STABILITY: POSITION/ELEVATION WELL
 GY0927
 GY0927  HISTORY     - Date     Condition        Report By
 GY0927  HISTORY     - 1967     MONUMENTED       CGS
 GY0927
 GY0927                          STATION DESCRIPTION
 GY0927
 GY0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GY0927'2.5 MI N FROM POUND.
 GY0927'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 GY0927'AT POUND, 0.35 MILE SOUTH OF A ROADSIDE PARK, 0.3 MILE NORTH OF
 GY0927'V.F.W. POST NUMBER 9600, 26 FEET WEST OF THE CENTER LINE OF THE
 GY0927'HIGHWAY, SET IN THE TOP OF A SMALL LEDGE ON A ROCK OUTCROP,
 GY0927'44 FEET NORTH OF THE NORTH END OF A CONCRETE HEAD WALL OF A
 GY0927'CULVERT, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1200 ***********************************************************************
 GA1200  DESIGNATION -  E 425 RESET 1967
 GA1200  PID         -  GA1200
 GA1200  STATE/COUNTY-  VA/WISE
 GA1200  USGS QUAD   -  EAST STONE GAP (1991)
 GA1200
 GA1200                         *CURRENT SURVEY CONTROL
 GA1200  ___________________________________________________________________
 GA1200* NAD 83(1986)-  36 51 47.     (N)    082 44 35.     (W)     SCALED    
 GA1200* NAVD 88     -       484.243  (meters)    1588.72   (feet)  ADJUSTED  
 GA1200  ___________________________________________________________________
 GA1200  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 GA1200  DYNAMIC HT  -         483.819 (meters)    1587.33  (feet)  COMP
 GA1200  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 GA1200
 GA1200  VERT ORDER  -  FIRST     CLASS I
 GA1200
 GA1200.The horizontal coordinates were scaled from a topographic map and have
 GA1200.an estimated accuracy of +/- 6 seconds.
 GA1200
 GA1200.The orthometric height was determined by differential leveling
 GA1200.and adjusted by the National Geodetic Survey in June 1991..
 GA1200
 GA1200.The geoid height was determined by GEOID03.
 GA1200
 GA1200.The dynamic height is computed by dividing the NAVD 88
 GA1200.geopotential number by the normal gravity value computed on the
 GA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1200.degrees latitude (g = 980.6199 gals.).
 GA1200
 GA1200.The modeled gravity was interpolated from observed gravity values.
 GA1200
 GA1200;                    North         East    Units  Estimated Accuracy
 GA1200;SPC VA S     - 1,067,290.    3,121,780.      MT  (+/- 180 meters Scaled)
 GA1200
 GA1200                          SUPERSEDED SURVEY CONTROL
 GA1200
 GA1200  NGVD 29 (??/??/92)  484.385  (m)         1589.19   (f) ADJ UNCH    1 1
 GA1200
 GA1200.Superseded values are not recommended for survey control.
 GA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1200.See file dsdata.txt to determine how the superseded data were derived.
 GA1200
 GA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA446810(NAD 83)
 GA1200_MARKER: DB = BENCH MARK DISK
 GA1200_SETTING: 66 = SET IN ROCK OUTCROP
 GA1200_SP_SET: ROCK OUTCROP
 GA1200_STAMPING: E 425 RESET 1967
 GA1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1200+STABILITY: POSITION/ELEVATION WELL
 GA1200
 GA1200  HISTORY     - Date     Condition        Report By
 GA1200  HISTORY     - 1967     MONUMENTED       CGS
 GA1200
 GA1200                          STATION DESCRIPTION
 GA1200
 GA1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1200'0.4 MI SW FROM EAST STONE GAP.
 GA1200'ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1200'RAILROAD FROM THE ELEMENTARY SCHOOL AT EAST STONE GAP, ABOUT
 GA1200'MIDWAY BETWEEN A LONG RAILROAD TRESTLE AND A RAILROAD OVERPASS
 GA1200'FOR A ROAD, 0.05 MILE WEST OF MILEPOST 6, 6 FEET SOUTH OF THE
 GA1200'SOUTH RAIL OF THE TRACK, SET IN THE TOP OF A LARGE ROCK OUTCROP,
 GA1200'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1261 ***********************************************************************
 GA1261  DESIGNATION -  E 426
 GA1261  PID         -  GA1261
 GA1261  STATE/COUNTY-  VA/SCOTT
 GA1261  USGS QUAD   -  KINGSPORT (1991)
 GA1261
 GA1261                         *CURRENT SURVEY CONTROL
 GA1261  ___________________________________________________________________
 GA1261* NAD 83(1986)-  36 37 23.     (N)    082 33 44.     (W)     SCALED    
 GA1261* NAVD 88     -       398.907  (meters)    1308.75   (feet)  ADJUSTED  
 GA1261  ___________________________________________________________________
 GA1261  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GA1261  DYNAMIC HT  -         398.552 (meters)    1307.58  (feet)  COMP
 GA1261  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 GA1261
 GA1261  VERT ORDER  -  FIRST     CLASS I
 GA1261
 GA1261.The horizontal coordinates were scaled from a topographic map and have
 GA1261.an estimated accuracy of +/- 6 seconds.
 GA1261
 GA1261.The orthometric height was determined by differential leveling
 GA1261.and adjusted by the National Geodetic Survey in June 1991..
 GA1261
 GA1261.The geoid height was determined by GEOID03.
 GA1261
 GA1261.The dynamic height is computed by dividing the NAVD 88
 GA1261.geopotential number by the normal gravity value computed on the
 GA1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1261.degrees latitude (g = 980.6199 gals.).
 GA1261
 GA1261.The modeled gravity was interpolated from observed gravity values.
 GA1261
 GA1261;                    North         East    Units  Estimated Accuracy
 GA1261;SPC VA S     - 1,039,970.    3,136,740.      MT  (+/- 180 meters Scaled)
 GA1261
 GA1261                          SUPERSEDED SURVEY CONTROL
 GA1261
 GA1261  NGVD 29 (??/??/92)  399.048  (m)         1309.21   (f) ADJ UNCH    1 1
 GA1261
 GA1261.Superseded values are not recommended for survey control.
 GA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1261.See file dsdata.txt to determine how the superseded data were derived.
 GA1261
 GA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA603541(NAD 83)
 GA1261_MARKER: DB = BENCH MARK DISK
 GA1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1261_STAMPING: E 426 1967
 GA1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1261+STABILITY: SURFACE MOTION
 GA1261
 GA1261  HISTORY     - Date     Condition        Report By
 GA1261  HISTORY     - 1967     MONUMENTED       CGS
 GA1261
 GA1261                          STATION DESCRIPTION
 GA1261
 GA1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1261'0.6 MI SW FROM WEBER CITY.
 GA1261'ABOUT 0.55 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1261'RAILROAD FROM THE POST OFFICE AT WEBER CITY, 0.1 MILE SOUTHWEST
 GA1261'OF MILEPOST 41, AT THE CROSSING OF THE RAILROAD AND MC NUTT
 GA1261'STREET, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 GA1261'36 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRAFFIC
 GA1261'LANE OF U.S. HIGHWAY 23, 83 FEET NORTHEAST OF THE CENTERLINE
 GA1261'OF MC NUTT STREET, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 GA1261'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 GA1261'A CONCRETE POST ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1513 ***********************************************************************
 GX1513  DESIGNATION -  E 430
 GX1513  PID         -  GX1513
 GX1513  STATE/COUNTY-  VA/BLAND
 GX1513  USGS QUAD   -  BLAND (1977)
 GX1513
 GX1513                         *CURRENT SURVEY CONTROL
 GX1513  ___________________________________________________________________
 GX1513* NAD 83(1986)-  37 05 25.     (N)    081 06 51.     (W)     SCALED    
 GX1513* NAVD 88     -       753.795  (meters)    2473.08   (feet)  ADJUSTED  
 GX1513  ___________________________________________________________________
 GX1513  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 GX1513  DYNAMIC HT  -         753.104 (meters)    2470.81  (feet)  COMP
 GX1513  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 GX1513
 GX1513  VERT ORDER  -  SECOND    CLASS 0
 GX1513
 GX1513.The horizontal coordinates were scaled from a topographic map and have
 GX1513.an estimated accuracy of +/- 6 seconds.
 GX1513
 GX1513.The orthometric height was determined by differential leveling
 GX1513.and adjusted by the National Geodetic Survey in June 1991..
 GX1513
 GX1513.The geoid height was determined by GEOID03.
 GX1513
 GX1513.The dynamic height is computed by dividing the NAVD 88
 GX1513.geopotential number by the normal gravity value computed on the
 GX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1513.degrees latitude (g = 980.6199 gals.).
 GX1513
 GX1513.The modeled gravity was interpolated from observed gravity values.
 GX1513
 GX1513;                    North         East    Units  Estimated Accuracy
 GX1513;SPC VA S     - 1,087,220.    3,267,620.      MT  (+/- 180 meters Scaled)
 GX1513
 GX1513                          SUPERSEDED SURVEY CONTROL
 GX1513
 GX1513  NGVD 29 (??/??/92)  753.854  (m)         2473.27   (f) ADJ UNCH    2 0
 GX1513
 GX1513.Superseded values are not recommended for survey control.
 GX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1513.See file dsdata.txt to determine how the superseded data were derived.
 GX1513
 GX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB898048(NAD 83)
 GX1513_MARKER: DB = BENCH MARK DISK
 GX1513_SETTING: 66 = SET IN ROCK OUTCROP
 GX1513_SP_SET: ROCK OUTCROP
 GX1513_STAMPING: E 430 1963
 GX1513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1513+STABILITY: POSITION/ELEVATION WELL
 GX1513
 GX1513  HISTORY     - Date     Condition        Report By
 GX1513  HISTORY     - 1963     MONUMENTED       CGS
 GX1513
 GX1513                          STATION DESCRIPTION
 GX1513
 GX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1513'0.8 MI SW FROM BLAND.
 GX1513'ABOUT 0.1 MILE SOUTHEAST ALONG STATE ROAD 98 FROM THE COURTHOUSE
 GX1513'IN BLAND TO THE JUNCTION OF STATE ROAD 603, THEN TURN SOUTH ALONG
 GX1513'STATE ROAD 603 FOR 0.7 MILE.  THE MARK IS SET IN OUTCROPPING
 GX1513'ROCK THAT PROJECTS ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND,
 GX1513'25.7 FEET NORTH OF A FENCELINE, 13 FEET SOUTH OF A FENCE LINE,
 GX1513'13 FEET NORTH OF THE CENTER OF STATE ROAD 603, 11.5 FEET EAST
 GX1513'OF A STANDARD METAL WITNESS SIGN, ABOUT 3 FEET ABOVE THE LEVEL
 GX1513'OF THE ROAD AND ABOUT 0.05 MILE EAST OF A VERY SHARP CURVE IN THE
 GX1513'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0653 ***********************************************************************
 FZ0653  DESIGNATION -  E 431
 FZ0653  PID         -  FZ0653
 FZ0653  STATE/COUNTY-  VA/GRAYSON
 FZ0653  USGS QUAD   -  CUMBERLAND KNOB (1977)
 FZ0653
 FZ0653                         *CURRENT SURVEY CONTROL
 FZ0653  ___________________________________________________________________
 FZ0653* NAD 83(1986)-  36 35 35.     (N)    080 52 36.     (W)     SCALED    
 FZ0653* NAVD 88     -       815.306  (meters)    2674.88   (feet)  ADJUSTED  
 FZ0653  ___________________________________________________________________
 FZ0653  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FZ0653  DYNAMIC HT  -         814.506 (meters)    2672.26  (feet)  COMP
 FZ0653  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 FZ0653
 FZ0653  VERT ORDER  -  SECOND    CLASS 0
 FZ0653
 FZ0653.The horizontal coordinates were scaled from a topographic map and have
 FZ0653.an estimated accuracy of +/- 6 seconds.
 FZ0653
 FZ0653.The orthometric height was determined by differential leveling
 FZ0653.and adjusted by the National Geodetic Survey in June 1991..
 FZ0653
 FZ0653.The geoid height was determined by GEOID03.
 FZ0653
 FZ0653.The dynamic height is computed by dividing the NAVD 88
 FZ0653.geopotential number by the normal gravity value computed on the
 FZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0653.degrees latitude (g = 980.6199 gals.).
 FZ0653
 FZ0653.The modeled gravity was interpolated from observed gravity values.
 FZ0653
 FZ0653;                    North         East    Units  Estimated Accuracy
 FZ0653;SPC VA S     - 1,031,500.    3,287,340.      MT  (+/- 180 meters Scaled)
 FZ0653
 FZ0653                          SUPERSEDED SURVEY CONTROL
 FZ0653
 FZ0653  NGVD 29 (??/??/92)  815.436  (m)         2675.31   (f) ADJ UNCH    2 0
 FZ0653
 FZ0653.Superseded values are not recommended for survey control.
 FZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0653.See file dsdata.txt to determine how the superseded data were derived.
 FZ0653
 FZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA110497(NAD 83)
 FZ0653_MARKER: DB = BENCH MARK DISK
 FZ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0653_STAMPING: E 431 1963
 FZ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0653+STABILITY: SURFACE MOTION
 FZ0653
 FZ0653  HISTORY     - Date     Condition        Report By
 FZ0653  HISTORY     - 1963     MONUMENTED       CGS
 FZ0653  HISTORY     - 1987     GOOD             USPSQD
 FZ0653
 FZ0653                          STATION DESCRIPTION
 FZ0653
 FZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0653'9.6 MI SE FROM GALAX.
 FZ0653'6.95 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE IN
 FZ0653'GALAX, THEN TURN EAST ALONG BLUE RIDGE PARKWAY FOR 0.55 MILE, THEN
 FZ0653'TURN NORTH ALONG SECONDARY STATE ROAD 799 FOR 0.65 MILE, THEN
 FZ0653'TURN NORTHEAST ALONG SECONDARY STATE ROAD 613 FOR 0.8 MILE,
 FZ0653'THEN CONTINUE NORTHEAST ALONG SECONDARY STATE ROAD 790 FOR 0.6
 FZ0653'MILE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 FZ0653'INCHES ABOVE THE GROUND, 38 FEET SOUTHEAST OF THE CENTER OF THE
 FZ0653'JUNCTION OF SECONDARY STATE ROADS 790 AND 609, 10.5 FEET SOUTH OF
 FZ0653'THE SOUTH CORNER OF A WOODEN GATE, 1.4 FEET WEST OF A WIRE FENCE
 FZ0653'LINE, 4.3 FEET SOUTH OF A STANDARD METAL WITNESS SIGN AND ABOUT
 FZ0653'2 FEET ABOVE THE LEVEL OF THE ROAD.
 FZ0653
 FZ0653                          STATION RECOVERY (1987)
 FZ0653
 FZ0653'RECOVERY NOTE BY US POWER SQUADRON 1987 (WKB)
 FZ0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1570 ***********************************************************************
 GX1570  DESIGNATION -  E 432
 GX1570  PID         -  GX1570
 GX1570  STATE/COUNTY-  VA/TAZEWELL
 GX1570  USGS QUAD   -  TIPTOP (1976)
 GX1570
 GX1570                         *CURRENT SURVEY CONTROL
 GX1570  ___________________________________________________________________
 GX1570* NAD 83(1986)-  37 11 36.     (N)    081 24 25.     (W)     SCALED    
 GX1570* NAVD 88     -       821.125  (meters)    2693.97   (feet)  ADJUSTED  
 GX1570  ___________________________________________________________________
 GX1570  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GX1570  DYNAMIC HT  -         820.375 (meters)    2691.51  (feet)  COMP
 GX1570  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 GX1570
 GX1570  VERT ORDER  -  SECOND    CLASS 0
 GX1570
 GX1570.The horizontal coordinates were scaled from a topographic map and have
 GX1570.an estimated accuracy of +/- 6 seconds.
 GX1570
 GX1570.The orthometric height was determined by differential leveling
 GX1570.and adjusted by the National Geodetic Survey in June 1991..
 GX1570
 GX1570.The geoid height was determined by GEOID03.
 GX1570
 GX1570.The dynamic height is computed by dividing the NAVD 88
 GX1570.geopotential number by the normal gravity value computed on the
 GX1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1570.degrees latitude (g = 980.6199 gals.).
 GX1570
 GX1570.The modeled gravity was interpolated from observed gravity values.
 GX1570
 GX1570;                    North         East    Units  Estimated Accuracy
 GX1570;SPC VA S     - 1,099,410.    3,241,960.      MT  (+/- 180 meters Scaled)
 GX1570
 GX1570                          SUPERSEDED SURVEY CONTROL
 GX1570
 GX1570  NGVD 29 (??/??/92)  821.22   (m)         2694.3    (f) COMPUTED    2 0
 GX1570
 GX1570.Superseded values are not recommended for survey control.
 GX1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1570.See file dsdata.txt to determine how the superseded data were derived.
 GX1570
 GX1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB638163(NAD 83)
 GX1570_MARKER: DB = BENCH MARK DISK
 GX1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1570_STAMPING: E 432 1963
 GX1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1570+STABILITY: SURFACE MOTION
 GX1570
 GX1570  HISTORY     - Date     Condition        Report By
 GX1570  HISTORY     - 1963     MONUMENTED       CGS
 GX1570
 GX1570                          STATION DESCRIPTION
 GX1570
 GX1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1570'9 MI SW FROM BLUEFIELD.
 GX1570'ABOUT 9.0 MILES SOUTHWEST ALONG U.S. HIGHWAYS 19 AND 460 FROM THE
 GX1570'POST OFFICE IN BLUEFIELD.  THE MARK IS SET IN TOP OF A CONCRETE
 GX1570'POST PROJECTING 6 INCHES ABOVE THE GROUND, 106 FEET SOUTHWEST OF
 GX1570'THE CENTER OF THE JUNCTION OF U.S. HIGHWAYS 19 AND 460 AND
 GX1570'SECONDARY STATE ROAD 680 LEADING SOUTH, 38 FEET SOUTHEAST OF THE
 GX1570'CENTERLINE OF U.S. HIGHWAYS 19 AND 460, 2.5 FEET NORTHWEST OF
 GX1570'POWER LINE POLE NO. 299, 4.0 NORTHEAST OF A STANDARD METAL
 GX1570'WITNESS SIGN AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1571 ***********************************************************************
 GX1571  DESIGNATION -  E 432 RESET 1966
 GX1571  PID         -  GX1571
 GX1571  STATE/COUNTY-  VA/TAZEWELL
 GX1571  USGS QUAD   -  TIPTOP (1976)
 GX1571
 GX1571                         *CURRENT SURVEY CONTROL
 GX1571  ___________________________________________________________________
 GX1571* NAD 83(1986)-  37 11 36.     (N)    081 24 25.     (W)     SCALED    
 GX1571* NAVD 88     -       823.89   (meters)    2703.0    (feet)  RESET     
 GX1571  ___________________________________________________________________
 GX1571  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 GX1571
 GX1571  VERT ORDER  -  THIRD
 GX1571
 GX1571.The horizontal coordinates were scaled from a topographic map and have
 GX1571.an estimated accuracy of +/- 6 seconds.
 GX1571
 GX1571.The orthometric height was computed from unverified reset data.
 GX1571.No vertical observational check was made to the station.
 GX1571
 GX1571.The geoid height was determined by GEOID03.
 GX1571
 GX1571;                    North         East    Units  Estimated Accuracy
 GX1571;SPC VA S     - 1,099,410.    3,241,960.      MT  (+/- 180 meters Scaled)
 GX1571
 GX1571                          SUPERSEDED SURVEY CONTROL
 GX1571
 GX1571  NGVD 29 (??/??/??)  823.98   (m)         2703.3    (f) RESET       3  
 GX1571
 GX1571.Superseded values are not recommended for survey control.
 GX1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1571.See file dsdata.txt to determine how the superseded data were derived.
 GX1571
 GX1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB638163(NAD 83)
 GX1571_MARKER: DB = BENCH MARK DISK
 GX1571_SETTING: 66 = SET IN ROCK OUTCROP
 GX1571_SP_SET: SET IN ROCK OUTCROP
 GX1571_STAMPING: E 432 RESET 1966
 GX1571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1571+STABILITY: POSITION/ELEVATION WELL
 GX1571
 GX1571  HISTORY     - Date     Condition        Report By
 GX1571  HISTORY     - 1966     MONUMENTED       CGS
 GX1571
 GX1571                          STATION DESCRIPTION
 GX1571
 GX1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GX1571'8.8 MI NE FROM TAZEWELL.
 GX1571'8.8 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1571'POST OFFICE, 9.3 MILES SOUTHWEST OF THE BLUEFIELD POST OFFICE,
 GX1571'SET IN A LEDGE AT THE WEST END OF A ROCK HIGHWAY CUT, 27 FEET
 GX1571'NORTH OF THE CENTER OF THE HIGHWAY, 3 FEET ABOVE THE PAVEMENT AND
 GX1571'ABOUT 350 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U.S.
 GX1571'19-460 AND SECONDARY STATE ROAD 680.  (THE LAST-MENTIONED
 GX1571'INTERSECTION WILL PROBABLY BE ALTERED DURING THE CONSTRUCTION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0794 ***********************************************************************
 GY0794  DESIGNATION -  E 433
 GY0794  PID         -  GY0794
 GY0794  STATE/COUNTY-  VA/BUCHANAN
 GY0794  USGS QUAD   -  VANSANT (1977)
 GY0794
 GY0794                         *CURRENT SURVEY CONTROL
 GY0794  ___________________________________________________________________
 GY0794* NAD 83(1986)-  37 14 19.     (N)    082 04 36.     (W)     SCALED    
 GY0794* NAVD 88     -       349.229  (meters)    1145.76   (feet)  ADJUSTED  
 GY0794  ___________________________________________________________________
 GY0794  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GY0794  DYNAMIC HT  -         348.941 (meters)    1144.82  (feet)  COMP
 GY0794  MODELED GRAV-     979,795.0   (mgal)                       NAVD 88
 GY0794
 GY0794  VERT ORDER  -  SECOND    CLASS 0
 GY0794
 GY0794.The horizontal coordinates were scaled from a topographic map and have
 GY0794.an estimated accuracy of +/- 6 seconds.
 GY0794
 GY0794.The orthometric height was determined by differential leveling
 GY0794.and adjusted by the National Geodetic Survey in June 1991..
 GY0794
 GY0794.The geoid height was determined by GEOID03.
 GY0794
 GY0794.The dynamic height is computed by dividing the NAVD 88
 GY0794.geopotential number by the normal gravity value computed on the
 GY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0794.degrees latitude (g = 980.6199 gals.).
 GY0794
 GY0794.The modeled gravity was interpolated from observed gravity values.
 GY0794
 GY0794;                    North         East    Units  Estimated Accuracy
 GY0794;SPC VA S     - 1,106,470.    3,182,730.      MT  (+/- 180 meters Scaled)
 GY0794
 GY0794                          SUPERSEDED SURVEY CONTROL
 GY0794
 GY0794  NGVD 29 (??/??/92)  349.416  (m)         1146.38   (f) ADJ UNCH    2 0
 GY0794
 GY0794.Superseded values are not recommended for survey control.
 GY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0794.See file dsdata.txt to determine how the superseded data were derived.
 GY0794
 GY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB045218(NAD 83)
 GY0794_MARKER: DB = BENCH MARK DISK
 GY0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0794_SP_SET: CULVERT
 GY0794_STAMPING: E 433 1963
 GY0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0794
 GY0794  HISTORY     - Date     Condition        Report By
 GY0794  HISTORY     - 1963     MONUMENTED       CGS
 GY0794
 GY0794                          STATION DESCRIPTION
 GY0794
 GY0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GY0794'0.6 MI SE FROM DEEL.
 GY0794'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0794'AT DEEL TO THE MARK SET IN THE TOP OF THE NORTHWEST END OF
 GY0794'HEADWALL OF A BOX CULVERT, 15.8 FEET NORTH OF CENTERLINE OF WEST
 GY0794'BOUND LANES, 1.0 FEET EAST OF WEST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0357 ***********************************************************************
 GA0357  DESIGNATION -  E 434
 GA0357  PID         -  GA0357
 GA0357  STATE/COUNTY-  VA/RUSSELL
 GA0357  USGS QUAD   -  LEBANON (1991)
 GA0357
 GA0357                         *CURRENT SURVEY CONTROL
 GA0357  ___________________________________________________________________
 GA0357* NAD 83(1986)-  36 53 03.     (N)    082 06 25.     (W)     SCALED    
 GA0357* NAVD 88     -       632.585  (meters)    2075.41   (feet)  ADJUSTED  
 GA0357  ___________________________________________________________________
 GA0357  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA0357  DYNAMIC HT  -         632.015 (meters)    2073.54  (feet)  COMP
 GA0357  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 GA0357
 GA0357  VERT ORDER  -  SECOND    CLASS 0
 GA0357
 GA0357.The horizontal coordinates were scaled from a topographic map and have
 GA0357.an estimated accuracy of +/- 6 seconds.
 GA0357
 GA0357.The orthometric height was determined by differential leveling
 GA0357.and adjusted by the National Geodetic Survey in June 1991..
 GA0357
 GA0357.The geoid height was determined by GEOID03.
 GA0357
 GA0357.The dynamic height is computed by dividing the NAVD 88
 GA0357.geopotential number by the normal gravity value computed on the
 GA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0357.degrees latitude (g = 980.6199 gals.).
 GA0357
 GA0357.The modeled gravity was interpolated from observed gravity values.
 GA0357
 GA0357;                    North         East    Units  Estimated Accuracy
 GA0357;SPC VA S     - 1,067,270.    3,178,540.      MT  (+/- 180 meters Scaled)
 GA0357
 GA0357                          SUPERSEDED SURVEY CONTROL
 GA0357
 GA0357  NGVD 29 (??/??/92)  632.704  (m)         2075.80   (f) ADJ UNCH    2 0
 GA0357
 GA0357.Superseded values are not recommended for survey control.
 GA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0357.See file dsdata.txt to determine how the superseded data were derived.
 GA0357
 GA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA013825(NAD 83)
 GA0357_MARKER: DB = BENCH MARK DISK
 GA0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0357_SP_SET: BRIDGE
 GA0357_STAMPING: E 434 1963
 GA0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0357
 GA0357  HISTORY     - Date     Condition        Report By
 GA0357  HISTORY     - 1963     MONUMENTED       CGS
 GA0357
 GA0357                          STATION DESCRIPTION
 GA0357
 GA0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0357'2.1 MI SW FROM LEBANON.
 GA0357'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE COURT HOUSE AT
 GA0357'LEBANON TO THE MARK SET IN THE TOP OF THE NORTHEAST WINGWALL OF
 GA0357'BRIDGE OVER LITTLE CEDAR CREEK, 17.5 FEET NORTHWEST OF CENTERLINE
 GA0357'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1447 ***********************************************************************
 GA1447  DESIGNATION -  E 435
 GA1447  PID         -  GA1447
 GA1447  STATE/COUNTY-  VA/LEE
 GA1447  USGS QUAD   -  BIG STONE GAP (1991)
 GA1447
 GA1447                         *CURRENT SURVEY CONTROL
 GA1447  ___________________________________________________________________
 GA1447* NAD 83(1986)-  36 47 12.     (N)    082 51 36.     (W)     SCALED    
 GA1447* NAVD 88     -       483.329  (meters)    1585.72   (feet)  ADJUSTED  
 GA1447  ___________________________________________________________________
 GA1447  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GA1447  DYNAMIC HT  -         482.905 (meters)    1584.33  (feet)  COMP
 GA1447  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 GA1447
 GA1447  VERT ORDER  -  SECOND    CLASS 0
 GA1447
 GA1447.The horizontal coordinates were scaled from a topographic map and have
 GA1447.an estimated accuracy of +/- 6 seconds.
 GA1447
 GA1447.The orthometric height was determined by differential leveling
 GA1447.and adjusted by the National Geodetic Survey in June 1991..
 GA1447
 GA1447.The geoid height was determined by GEOID03.
 GA1447
 GA1447.The dynamic height is computed by dividing the NAVD 88
 GA1447.geopotential number by the normal gravity value computed on the
 GA1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1447.degrees latitude (g = 980.6199 gals.).
 GA1447
 GA1447.The modeled gravity was interpolated from observed gravity values.
 GA1447
 GA1447;                    North         East    Units  Estimated Accuracy
 GA1447;SPC VA S     - 1,059,290.    3,110,970.      MT  (+/- 180 meters Scaled)
 GA1447
 GA1447                          SUPERSEDED SURVEY CONTROL
 GA1447
 GA1447.No superseded survey control is available for this station.
 GA1447
 GA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA340728(NAD 83)
 GA1447_MARKER: DB = BENCH MARK DISK
 GA1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1447_SP_SET: CULVERT
 GA1447_STAMPING: E 435 1963
 GA1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1447
 GA1447  HISTORY     - Date     Condition        Report By
 GA1447  HISTORY     - 1963     MONUMENTED       CGS
 GA1447
 GA1447                          STATION DESCRIPTION
 GA1447
 GA1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1447'5 MI E FROM DRYDEN.
 GA1447'ABOUT 5.0 MILES EAST ALONG U.S. ALTERNATE 58 FROM THE POST OFFICE
 GA1447'IN DRYDEN TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 GA1447'HEADWALL OF A CULVERT OVER CAMP CREEK, 23.7 FEET WEST OF A
 GA1447'DRIVEWAY, 20.2 FEET SOUTH OF CENTERLINE OF HIGHWAY AND IS ABOUT
 GA1447'1.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1450 ***********************************************************************
 FY1450  DESIGNATION -  E 436
 FY1450  PID         -  FY1450
 FY1450  STATE/COUNTY-  VA/FRANKLIN
 FY1450  USGS QUAD   -  GLADEHILL (1985)
 FY1450
 FY1450                         *CURRENT SURVEY CONTROL
 FY1450  ___________________________________________________________________
 FY1450* NAD 83(1986)-  36 58 55.     (N)    079 52 19.     (W)     SCALED    
 FY1450* NAVD 88     -       352.178  (meters)    1155.44   (feet)  ADJUSTED  
 FY1450  ___________________________________________________________________
 FY1450  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FY1450  DYNAMIC HT  -         351.887 (meters)    1154.48  (feet)  COMP
 FY1450  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 FY1450
 FY1450  VERT ORDER  -  FIRST     CLASS II
 FY1450
 FY1450.The horizontal coordinates were scaled from a topographic map and have
 FY1450.an estimated accuracy of +/- 6 seconds.
 FY1450
 FY1450.The orthometric height was determined by differential leveling
 FY1450.and adjusted by the National Geodetic Survey in June 1991..
 FY1450
 FY1450.The geoid height was determined by GEOID03.
 FY1450
 FY1450.The dynamic height is computed by dividing the NAVD 88
 FY1450.geopotential number by the normal gravity value computed on the
 FY1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1450.degrees latitude (g = 980.6199 gals.).
 FY1450
 FY1450.The modeled gravity was interpolated from observed gravity values.
 FY1450
 FY1450;                    North         East    Units  Estimated Accuracy
 FY1450;SPC VA S     - 1,072,870.    3,377,860.      MT  (+/- 180 meters Scaled)
 FY1450
 FY1450                          SUPERSEDED SURVEY CONTROL
 FY1450
 FY1450  NGVD 29 (??/??/92)  352.370  (m)         1156.07   (f) ADJ UNCH    1 2
 FY1450
 FY1450.Superseded values are not recommended for survey control.
 FY1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1450.See file dsdata.txt to determine how the superseded data were derived.
 FY1450
 FY1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA003934(NAD 83)
 FY1450_MARKER: DB = BENCH MARK DISK
 FY1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1450_SP_SET: OVERPASS
 FY1450_STAMPING: E 436 1964
 FY1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1450
 FY1450  HISTORY     - Date     Condition        Report By
 FY1450  HISTORY     - 1964     MONUMENTED       CGS
 FY1450  HISTORY     - 1967     GOOD             NGS
 FY1450
 FY1450                          STATION DESCRIPTION
 FY1450
 FY1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1450'1.8 MI SE FROM ROCKY MOUNT.
 FY1450'2.5 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE COURTHOUSE
 FY1450'IN ROCKY MOUNT THENCE SOUTH 3.3 MILES ON U.S. HIGHWAY 220
 FY1450'BY-PASS TO THE MARK SET VERTICALLY IN THE WEST PIER OF A OVERPASS,
 FY1450'20.5 FEET NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 220 BY-PASS,
 FY1450'3.0 FEET ABOVE THE GROUND AND IS ABOUT 3.0 FEET ABOVE THE
 FY1450'LEVEL OF THE HIGHWAY.
 FY1450
 FY1450                          STATION RECOVERY (1967)
 FY1450
 FY1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1512 ***********************************************************************
 FY1512  DESIGNATION -  E 437
 FY1512  PID         -  FY1512
 FY1512  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1512  USGS QUAD   -  BROSVILLE (1982)
 FY1512
 FY1512                         *CURRENT SURVEY CONTROL
 FY1512  ___________________________________________________________________
 FY1512* NAD 83(1986)-  36 37 24.     (N)    079 37 03.     (W)     SCALED    
 FY1512* NAVD 88     -       242.265  (meters)     794.83   (feet)  ADJUSTED  
 FY1512  ___________________________________________________________________
 FY1512  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FY1512  DYNAMIC HT  -         242.059 (meters)     794.16  (feet)  COMP
 FY1512  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 FY1512
 FY1512  VERT ORDER  -  SECOND    CLASS 0
 FY1512
 FY1512.The horizontal coordinates were scaled from a topographic map and have
 FY1512.an estimated accuracy of +/- 6 seconds.
 FY1512
 FY1512.The orthometric height was determined by differential leveling
 FY1512.and adjusted by the National Geodetic Survey in June 1991..
 FY1512
 FY1512.The geoid height was determined by GEOID03.
 FY1512
 FY1512.The dynamic height is computed by dividing the NAVD 88
 FY1512.geopotential number by the normal gravity value computed on the
 FY1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1512.degrees latitude (g = 980.6199 gals.).
 FY1512
 FY1512.The modeled gravity was interpolated from observed gravity values.
 FY1512
 FY1512;                    North         East    Units  Estimated Accuracy
 FY1512;SPC VA S     - 1,032,770.    3,400,040.      MT  (+/- 180 meters Scaled)
 FY1512
 FY1512                          SUPERSEDED SURVEY CONTROL
 FY1512
 FY1512  NGVD 29 (??/??/92)  242.486  (m)          795.56   (f) ADJ UNCH    2 0
 FY1512
 FY1512.Superseded values are not recommended for survey control.
 FY1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1512.See file dsdata.txt to determine how the superseded data were derived.
 FY1512
 FY1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA236539(NAD 83)
 FY1512_MARKER: DB = BENCH MARK DISK
 FY1512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1512_SP_SET: CULVERT
 FY1512_STAMPING: E 437 1964
 FY1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1512
 FY1512  HISTORY     - Date     Condition        Report By
 FY1512  HISTORY     - 1964     MONUMENTED       CGS
 FY1512
 FY1512                          STATION DESCRIPTION
 FY1512
 FY1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1512'0.9 MI W FROM BROSVILLE.
 FY1512'0.9 MILE WEST ALONG U.S. HIGHWAY 58 FROM THE BROSVILLE HIGH SCHOOL
 FY1512'TO THE MARK SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 FY1512'OF A BOX CULVERT, 60 FEET SOUTH OF CENTERLINE OF THE EAST BOUND
 FY1512'LANE, 1.0 FOOT EAST OF WEST END OF HEADWALL AND IS ABOUT 30 FEET
 FY1512'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1291 ***********************************************************************
 GW1291  DESIGNATION -  E 438
 GW1291  PID         -  GW1291
 GW1291  STATE/COUNTY-  VA/CAMPBELL
 GW1291  USGS QUAD   -  ALTAVISTA (1978)
 GW1291
 GW1291                         *CURRENT SURVEY CONTROL
 GW1291  ___________________________________________________________________
 GW1291* NAD 83(1986)-  37 07 04.     (N)    079 16 39.     (W)     SCALED    
 GW1291* NAVD 88     -       172.095  (meters)     564.62   (feet)  ADJUSTED  
 GW1291  ___________________________________________________________________
 GW1291  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GW1291  DYNAMIC HT  -         171.961 (meters)     564.18  (feet)  COMP
 GW1291  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 GW1291
 GW1291  VERT ORDER  -  FIRST     CLASS II
 GW1291
 GW1291.The horizontal coordinates were scaled from a topographic map and have
 GW1291.an estimated accuracy of +/- 6 seconds.
 GW1291
 GW1291.The orthometric height was determined by differential leveling
 GW1291.and adjusted by the National Geodetic Survey in June 1991..
 GW1291
 GW1291.The geoid height was determined by GEOID03.
 GW1291
 GW1291.The dynamic height is computed by dividing the NAVD 88
 GW1291.geopotential number by the normal gravity value computed on the
 GW1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1291.degrees latitude (g = 980.6199 gals.).
 GW1291
 GW1291.The modeled gravity was interpolated from observed gravity values.
 GW1291
 GW1291;                    North         East    Units  Estimated Accuracy
 GW1291;SPC VA S     - 1,087,340.    3,430,900.      MT  (+/- 180 meters Scaled)
 GW1291
 GW1291                          SUPERSEDED SURVEY CONTROL
 GW1291
 GW1291  NGVD 29 (03/05/92)  172.335  (m)          565.40   (f) ADJUSTED    1 2
 GW1291
 GW1291.Superseded values are not recommended for survey control.
 GW1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1291.See file dsdata.txt to determine how the superseded data were derived.
 GW1291
 GW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB530093(NAD 83)
 GW1291_MARKER: DB = BENCH MARK DISK
 GW1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1291_SP_SET: CULVERT
 GW1291_STAMPING: E 438 1964
 GW1291_MARK LOGO: CGS   
 GW1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1291
 GW1291  HISTORY     - Date     Condition        Report By
 GW1291  HISTORY     - 1964     MONUMENTED       CGS
 GW1291  HISTORY     - 1983     GOOD             NGS
 GW1291
 GW1291                          STATION DESCRIPTION
 GW1291
 GW1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1291'AT ALTAVISTA.
 GW1291'AT ALTAVISTA, ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM
 GW1291'THE POST OFFICE IN ALTAVISTA TO THE MARK SET IN THE TOP OF THE
 GW1291'NORTHEAST END OF SOUTHEAST HEADWALL OF A CULVERT AND CATCH
 GW1291'BASIN, 19.8 FEET NORTHEAST OF CITY LIMITS, 24.4 FEET NORTHWEST
 GW1291'OF CENTERLINE OF HIGHWAY, 19.5 FEET SOUTHWEST POWER LINE POLE B 1,
 GW1291'1.0 FEET SOUTHWEST OF NORTHEAST END OF HEADWALL AND IS ABOUT
 GW1291'LEVEL WITH HIGHWAY.
 GW1291
 GW1291                          STATION RECOVERY (1983)
 GW1291
 GW1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1468 ***********************************************************************
 GW1468  DESIGNATION -  E 439
 GW1468  PID         -  GW1468
 GW1468  STATE/COUNTY-  VA/BEDFORD
 GW1468  USGS QUAD   -  BEDFORD (1989)
 GW1468
 GW1468                         *CURRENT SURVEY CONTROL
 GW1468  ___________________________________________________________________
 GW1468* NAD 83(1986)-  37 20 38.     (N)    079 33 57.     (W)     SCALED    
 GW1468* NAVD 88     -       271.537  (meters)     890.87   (feet)  POSTED    
 GW1468  ___________________________________________________________________
 GW1468  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW1468  DYNAMIC HT  -         271.320 (meters)     890.16  (feet)  COMP
 GW1468  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 GW1468
 GW1468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1468
 GW1468.The horizontal coordinates were scaled from a topographic map and have
 GW1468.an estimated accuracy of +/- 6 seconds.
 GW1468
 GW1468.The orthometric height was determined by differential leveling
 GW1468.and adjusted by the National Geodetic Survey in 1992..
 GW1468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1468.rate of 0.0 thru 1.0 mm/km.
 GW1468
 GW1468.The geoid height was determined by GEOID03.
 GW1468
 GW1468.The dynamic height is computed by dividing the NAVD 88
 GW1468.geopotential number by the normal gravity value computed on the
 GW1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1468.degrees latitude (g = 980.6199 gals.).
 GW1468
 GW1468.The modeled gravity was interpolated from observed gravity values.
 GW1468
 GW1468;                    North         East    Units  Estimated Accuracy
 GW1468;SPC VA S     - 1,112,680.    3,405,570.      MT  (+/- 180 meters Scaled)
 GW1468
 GW1468                          SUPERSEDED SURVEY CONTROL
 GW1468
 GW1468  NGVD 29 (??/??/92)  271.758  (m)          891.59   (f) ADJ UNCH    2 0
 GW1468
 GW1468.Superseded values are not recommended for survey control.
 GW1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1468.See file dsdata.txt to determine how the superseded data were derived.
 GW1468
 GW1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB270339(NAD 83)
 GW1468_MARKER: DB = BENCH MARK DISK
 GW1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1468_SP_SET: CULVERT
 GW1468_STAMPING: E 439 1964
 GW1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1468
 GW1468  HISTORY     - Date     Condition        Report By
 GW1468  HISTORY     - 1964     MONUMENTED       CGS
 GW1468  HISTORY     - 20051223 MARK NOT FOUND   USPSQD
 GW1468
 GW1468                          STATION DESCRIPTION
 GW1468
 GW1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1468'2.4 MI W FROM BEDFORD.
 GW1468'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT
 GW1468'HOUSE IN BEDFORD TO THE MARK SET IN THE TOP OF THE WEST END
 GW1468'OF NORTH HEADWALL OF A BOX CULVERT UNDER EAST BOUND LANES, 54
 GW1468'FEET EAST OF APPROXIMATE CENTER OF COUNTY ROAD 680, 28.6 NORTH
 GW1468'OF CENTERLINE OF EAST BOUND LANES, AND IS ABOUT LEVEL WITH
 GW1468'THE HIGHWAY.
 GW1468
 GW1468                          STATION RECOVERY (2005)
 GW1468
 GW1468'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW1468'STATION MAY HAVE BEEN DESTROYED BY ROAD IMPROVEMENTS
 GW1468'54 FEET EAST OF STATE ROAD IS A GRASSY MEDIAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0285 ***********************************************************************
 JW0285  DESIGNATION -  E 44
 JW0285  PID         -  JW0285
 JW0285  STATE/COUNTY-  VA/FREDERICK
 JW0285  USGS QUAD   -  GORE (1987)
 JW0285
 JW0285                         *CURRENT SURVEY CONTROL
 JW0285  ___________________________________________________________________
 JW0285* NAD 83(1986)-  39 16 34.     (N)    078 18 16.     (W)     SCALED    
 JW0285* NAVD 88     -       201.463  (meters)     660.97   (feet)  ADJUSTED  
 JW0285  ___________________________________________________________________
 JW0285  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JW0285  DYNAMIC HT  -         201.336 (meters)     660.55  (feet)  COMP
 JW0285  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JW0285
 JW0285  VERT ORDER  -  SECOND    CLASS 0
 JW0285
 JW0285.The horizontal coordinates were scaled from a topographic map and have
 JW0285.an estimated accuracy of +/- 6 seconds.
 JW0285
 JW0285.The orthometric height was determined by differential leveling
 JW0285.and adjusted by the National Geodetic Survey in June 1991..
 JW0285
 JW0285.The geoid height was determined by GEOID03.
 JW0285
 JW0285.The dynamic height is computed by dividing the NAVD 88
 JW0285.geopotential number by the normal gravity value computed on the
 JW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0285.degrees latitude (g = 980.6199 gals.).
 JW0285
 JW0285.The modeled gravity was interpolated from observed gravity values.
 JW0285
 JW0285;                    North         East    Units  Estimated Accuracy
 JW0285;SPC VA N     - 2,178,670.    3,516,870.      MT  (+/- 180 meters Scaled)
 JW0285
 JW0285                          SUPERSEDED SURVEY CONTROL
 JW0285
 JW0285  NGVD 29 (??/??/92)  201.620  (m)          661.48   (f) ADJ UNCH    2 0
 JW0285
 JW0285.Superseded values are not recommended for survey control.
 JW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0285.See file dsdata.txt to determine how the superseded data were derived.
 JW0285
 JW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD325508(NAD 83)
 JW0285_MARKER: DB = BENCH MARK DISK
 JW0285_SETTING: 66 = SET IN ROCK OUTCROP
 JW0285_SP_SET: OUTCROP
 JW0285_STAMPING: E 44 1934
 JW0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0285+STABILITY: POSITION/ELEVATION WELL
 JW0285
 JW0285  HISTORY     - Date     Condition        Report By
 JW0285  HISTORY     - 1934     MONUMENTED       CGS
 JW0285  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0285
 JW0285                          STATION DESCRIPTION
 JW0285
 JW0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0285'3.1 MI W FROM GAINESBORO.
 JW0285'3.1 MILES WEST ALONG THE WINCHESTER AND WESTERN RAILROAD FROM THE
 JW0285'STATION AT GAINESBORO, FREDERICK COUNTY, ABOUT 20 YARDS EAST OF
 JW0285'A FARM-ROAD CROSSING, ABOUT 13 YARDS SOUTH OF THE SOUTHEAST
 JW0285'CORNER OF A FARMHOUSE, IN THE TOP OF A LIMESTONE OUTCROP, AND
 JW0285'ABOUT 13 YARDS NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JW0285'DISK, STAMPED E 44 1934.
 JW0285
 JW0285                          STATION RECOVERY (1998)
 JW0285
 JW0285'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0620 ***********************************************************************
 GX0620  DESIGNATION -  E 440
 GX0620  PID         -  GX0620
 GX0620  STATE/COUNTY-  VA/GILES
 GX0620  USGS QUAD   -  NARROWS (1985)
 GX0620
 GX0620                         *CURRENT SURVEY CONTROL
 GX0620  ___________________________________________________________________
 GX0620* NAD 83(1986)-  37 21 07.     (N)    080 48 32.     (W)     SCALED    
 GX0620* NAVD 88     -       489.319  (meters)    1605.37   (feet)  ADJUSTED  
 GX0620  ___________________________________________________________________
 GX0620  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GX0620  DYNAMIC HT  -         488.897 (meters)    1603.99  (feet)  COMP
 GX0620  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 GX0620
 GX0620  VERT ORDER  -  SECOND    CLASS 0
 GX0620
 GX0620.The horizontal coordinates were scaled from a topographic map and have
 GX0620.an estimated accuracy of +/- 6 seconds.
 GX0620
 GX0620.The orthometric height was determined by differential leveling
 GX0620.and adjusted by the National Geodetic Survey in June 1991..
 GX0620
 GX0620.The geoid height was determined by GEOID03.
 GX0620
 GX0620.The dynamic height is computed by dividing the NAVD 88
 GX0620.geopotential number by the normal gravity value computed on the
 GX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0620.degrees latitude (g = 980.6199 gals.).
 GX0620
 GX0620.The modeled gravity was interpolated from observed gravity values.
 GX0620
 GX0620;                    North         East    Units  Estimated Accuracy
 GX0620;SPC VA S     - 1,115,540.    3,295,470.      MT  (+/- 180 meters Scaled)
 GX0620
 GX0620                          SUPERSEDED SURVEY CONTROL
 GX0620
 GX0620  NGVD 29 (??/??/92)  489.458  (m)         1605.83   (f) ADJ UNCH    2 0
 GX0620
 GX0620.Superseded values are not recommended for survey control.
 GX0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0620.See file dsdata.txt to determine how the superseded data were derived.
 GX0620
 GX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB169339(NAD 83)
 GX0620_MARKER: DB = BENCH MARK DISK
 GX0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0620_SP_SET: BRIDGE
 GX0620_STAMPING: E 440 1964
 GX0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0620
 GX0620  HISTORY     - Date     Condition        Report By
 GX0620  HISTORY     - 1964     MONUMENTED       CGS
 GX0620  HISTORY     - 1965     GOOD             NGS
 GX0620
 GX0620                          STATION DESCRIPTION
 GX0620
 GX0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0620'1.2 MI N FROM NARROWS.
 GX0620'1.2 MILES NORTH ALONG U.S. HIGHWAY 460 FROM THE BRIDGE OVER NEW
 GX0620'RIVER IN NARROWS TO THE MARK SET IN THE TOP OF THE SOUTH END
 GX0620'OF A LARGE CONCRETE RETAINING WALL, 2.0 MILES SOUTH OF RICH
 GX0620'CREEK, 15.5 FEET WEST OF CENTER LINE OF HIGHWAY, 1.7 FEET
 GX0620'NORTHWEST OF NORTH END OF A METAL GUARD RAIL, 1.0 FEET NORTH OF
 GX0620'SOUTH END OF RETAINING WALL AND IS ABOUT 2 FEET ABOVE THE LEVEL
 GX0620'OF THE HIGHWAY.
 GX0620
 GX0620                          STATION RECOVERY (1965)
 GX0620
 GX0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1769 ***********************************************************************
 GW1769  DESIGNATION -  E 441
 GW1769  PID         -  GW1769
 GW1769  STATE/COUNTY-  VA/BOTETOURT
 GW1769  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1769
 GW1769                         *CURRENT SURVEY CONTROL
 GW1769  ___________________________________________________________________
 GW1769* NAD 83(1986)-  37 45 31.     (N)    079 47 18.     (W)     SCALED    
 GW1769* NAVD 88     -       347.645  (meters)    1140.57   (feet)  ADJUSTED  
 GW1769  ___________________________________________________________________
 GW1769  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 GW1769  DYNAMIC HT  -         347.372 (meters)    1139.67  (feet)  COMP
 GW1769  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 GW1769
 GW1769  VERT ORDER  -  FIRST     CLASS II
 GW1769
 GW1769.The horizontal coordinates were scaled from a topographic map and have
 GW1769.an estimated accuracy of +/- 6 seconds.
 GW1769
 GW1769.The orthometric height was determined by differential leveling
 GW1769.and adjusted by the National Geodetic Survey in June 1991..
 GW1769
 GW1769.The geoid height was determined by GEOID03.
 GW1769
 GW1769.The dynamic height is computed by dividing the NAVD 88
 GW1769.geopotential number by the normal gravity value computed on the
 GW1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1769.degrees latitude (g = 980.6199 gals.).
 GW1769
 GW1769.The modeled gravity was interpolated from observed gravity values.
 GW1769
 GW1769;                    North         East    Units  Estimated Accuracy
 GW1769;SPC VA S     - 1,158,950.    3,386,480.      MT  (+/- 180 meters Scaled)
 GW1769
 GW1769                          SUPERSEDED SURVEY CONTROL
 GW1769
 GW1769  NGVD 29 (??/??/92)  347.857  (m)         1141.26   (f) ADJ UNCH    1 2
 GW1769
 GW1769.Superseded values are not recommended for survey control.
 GW1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1769.See file dsdata.txt to determine how the superseded data were derived.
 GW1769
 GW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB067797(NAD 83)
 GW1769_MARKER: DB = BENCH MARK DISK
 GW1769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW1769_STAMPING: E 441 1964
 GW1769_MARK LOGO: CGS   
 GW1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1769+STABILITY: SURFACE MOTION
 GW1769
 GW1769  HISTORY     - Date     Condition        Report By
 GW1769  HISTORY     - 1964     MONUMENTED       CGS
 GW1769  HISTORY     - 1984     GOOD             NGS
 GW1769
 GW1769                          STATION DESCRIPTION
 GW1769
 GW1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1769'2.8 MI S FROM IRON GATE.
 GW1769'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE SCHOOL
 GW1769'IN IRON GATE TO THE MARK SET IN THE TOP OF SOUTH END OF EAST
 GW1769'HEADWALL OF A CONCRETE CULVERT, 15.0 FEET EAST OF CENTERLINE OF
 GW1769'HIGHWAY, 1.0 FEET NORTH OF SOUTH END AND IS ABOUT LEVEL WITH
 GW1769'THE HIGHWAY.
 GW1769
 GW1769                          STATION RECOVERY (1984)
 GW1769
 GW1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1292 ***********************************************************************
 GW1292  DESIGNATION -  E 442
 GW1292  PID         -  GW1292
 GW1292  STATE/COUNTY-  VA/CAMPBELL
 GW1292  USGS QUAD   -  KELLY (1986)
 GW1292
 GW1292                         *CURRENT SURVEY CONTROL
 GW1292  ___________________________________________________________________
 GW1292* NAD 83(1986)-  37 23 07.     (N)    079 03 17.     (W)     SCALED    
 GW1292* NAVD 88     -       154.274  (meters)     506.15   (feet)  ADJUSTED  
 GW1292  ___________________________________________________________________
 GW1292  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 GW1292  DYNAMIC HT  -         154.161 (meters)     505.78  (feet)  COMP
 GW1292  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 GW1292
 GW1292  VERT ORDER  -  SECOND    CLASS 0
 GW1292
 GW1292.The horizontal coordinates were scaled from a topographic map and have
 GW1292.an estimated accuracy of +/- 6 seconds.
 GW1292
 GW1292.The orthometric height was determined by differential leveling
 GW1292.and adjusted by the National Geodetic Survey in June 1991..
 GW1292
 GW1292.The geoid height was determined by GEOID03.
 GW1292
 GW1292.The dynamic height is computed by dividing the NAVD 88
 GW1292.geopotential number by the normal gravity value computed on the
 GW1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1292.degrees latitude (g = 980.6199 gals.).
 GW1292
 GW1292.The modeled gravity was interpolated from observed gravity values.
 GW1292
 GW1292;                    North         East    Units  Estimated Accuracy
 GW1292;SPC VA S     - 1,116,880.    3,450,880.      MT  (+/- 180 meters Scaled)
 GW1292
 GW1292                          SUPERSEDED SURVEY CONTROL
 GW1292
 GW1292  NGVD 29 (??/??/92)  154.491  (m)          506.86   (f) ADJ UNCH    2 0
 GW1292
 GW1292.Superseded values are not recommended for survey control.
 GW1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1292.See file dsdata.txt to determine how the superseded data were derived.
 GW1292
 GW1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB722393(NAD 83)
 GW1292_MARKER: DB = BENCH MARK DISK
 GW1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1292_SP_SET: BRIDGE
 GW1292_STAMPING: E 442 1964
 GW1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1292
 GW1292  HISTORY     - Date     Condition        Report By
 GW1292  HISTORY     - 1964     MONUMENTED       CGS
 GW1292  HISTORY     - 1965     GOOD             NGS
 GW1292
 GW1292                          STATION DESCRIPTION
 GW1292
 GW1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW1292'4.6 MI E FROM LYNCHBURG.
 GW1292'ABOUT 4.6 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE JUNCTION
 GW1292'OF U.S. HIGHWAYS 460 AND 501 AT THE EAST EDGE OF LYNCHBURG TO
 GW1292'THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE
 GW1292'OVER BEAVER CREEK ON WEST BOUND LANE, 17.0 FEET NORTHEAST OF
 GW1292'CENTERLINE OF WEST BOUND LANE AND IS ABOUT LEVEL WITH THE
 GW1292'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0397 ***********************************************************************
 GW0397  DESIGNATION -  E 443
 GW0397  PID         -  GW0397
 GW0397  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0397  USGS QUAD   -  RICE (1984)
 GW0397
 GW0397                         *CURRENT SURVEY CONTROL
 GW0397  ___________________________________________________________________
 GW0397* NAD 83(1986)-  37 16 51.     (N)    078 21 47.     (W)     SCALED    
 GW0397* NAVD 88     -        93.755  (meters)     307.59   (feet)  ADJUSTED  
 GW0397  ___________________________________________________________________
 GW0397  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 GW0397  DYNAMIC HT  -          93.688 (meters)     307.37  (feet)  COMP
 GW0397  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 GW0397
 GW0397  VERT ORDER  -  SECOND    CLASS 0
 GW0397
 GW0397.The horizontal coordinates were scaled from a topographic map and have
 GW0397.an estimated accuracy of +/- 6 seconds.
 GW0397
 GW0397.The orthometric height was determined by differential leveling
 GW0397.and adjusted by the National Geodetic Survey in June 1991..
 GW0397
 GW0397.The geoid height was determined by GEOID03.
 GW0397
 GW0397.The dynamic height is computed by dividing the NAVD 88
 GW0397.geopotential number by the normal gravity value computed on the
 GW0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0397.degrees latitude (g = 980.6199 gals.).
 GW0397
 GW0397.The modeled gravity was interpolated from observed gravity values.
 GW0397
 GW0397;                    North         East    Units  Estimated Accuracy
 GW0397;SPC VA S     - 1,105,160.    3,512,140.      MT  (+/- 180 meters Scaled)
 GW0397
 GW0397                          SUPERSEDED SURVEY CONTROL
 GW0397
 GW0397  NGVD 29 (??/??/92)   94.015  (m)          308.45   (f) ADJ UNCH    2 0
 GW0397
 GW0397.Superseded values are not recommended for survey control.
 GW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0397.See file dsdata.txt to determine how the superseded data were derived.
 GW0397
 GW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB337292(NAD 83)
 GW0397_MARKER: DB = BENCH MARK DISK
 GW0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0397_SP_SET: BRIDGE
 GW0397_STAMPING: E 445 1965
 GW0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0397+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 GW0397
 GW0397  HISTORY     - Date     Condition        Report By
 GW0397  HISTORY     - 1965     MONUMENTED       CGS
 GW0397  HISTORY     - 20010220 GOOD             USPSQD
 GW0397  HISTORY     - 20051226 GOOD             USPSQD
 GW0397
 GW0397                          STATION DESCRIPTION
 GW0397
 GW0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0397'2.1 MI E FROM FARMVILLE.
 GW0397'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW0397'IN FARMVILLE TO THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL
 GW0397'OF A BRIDGE OVER BRIERY CREEK, 18.0 FEET NORTHEAST OF THE
 GW0397'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW0397
 GW0397                          STATION RECOVERY (2001)
 GW0397
 GW0397'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0397'RECOVERED IN GOOD CONDITION.
 GW0397
 GW0397                          STATION RECOVERY (2005)
 GW0397
 GW0397'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW0397'STATION IS SET IN THE NORTHEAST WINGWALL OF THE BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1163 ***********************************************************************
 GW1163  DESIGNATION -  E 444
 GW1163  PID         -  GW1163
 GW1163  STATE/COUNTY-  VA/AMHERST
 GW1163  USGS QUAD   -  KELLY (1986)
 GW1163
 GW1163                         *CURRENT SURVEY CONTROL
 GW1163  ___________________________________________________________________
 GW1163* NAD 83(1986)-  37 27 03.     (N)    079 07 15.     (W)     SCALED    
 GW1163* NAVD 88     -       248.708  (meters)     815.97   (feet)  ADJUSTED  
 GW1163  ___________________________________________________________________
 GW1163  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW1163  DYNAMIC HT  -         248.522 (meters)     815.36  (feet)  COMP
 GW1163  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 GW1163
 GW1163  VERT ORDER  -  SECOND    CLASS 0
 GW1163
 GW1163.The horizontal coordinates were scaled from a topographic map and have
 GW1163.an estimated accuracy of +/- 6 seconds.
 GW1163
 GW1163.The orthometric height was determined by differential leveling
 GW1163.and adjusted by the National Geodetic Survey in June 1991..
 GW1163
 GW1163.The geoid height was determined by GEOID03.
 GW1163
 GW1163.The dynamic height is computed by dividing the NAVD 88
 GW1163.geopotential number by the normal gravity value computed on the
 GW1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1163.degrees latitude (g = 980.6199 gals.).
 GW1163
 GW1163.The modeled gravity was interpolated from observed gravity values.
 GW1163
 GW1163;                    North         East    Units  Estimated Accuracy
 GW1163;SPC VA S     - 1,124,200.    3,445,070.      MT  (+/- 180 meters Scaled)
 GW1163
 GW1163                          SUPERSEDED SURVEY CONTROL
 GW1163
 GW1163  NGVD 29 (??/??/92)  248.925  (m)          816.68   (f) ADJ UNCH    2 0
 GW1163
 GW1163.Superseded values are not recommended for survey control.
 GW1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1163.See file dsdata.txt to determine how the superseded data were derived.
 GW1163
 GW1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB662465(NAD 83)
 GW1163_MARKER: DB = BENCH MARK DISK
 GW1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1163_SP_SET: CATCH BASIN
 GW1163_STAMPING: E 444 1965
 GW1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1163
 GW1163  HISTORY     - Date     Condition        Report By
 GW1163  HISTORY     - 1965     MONUMENTED       CGS
 GW1163
 GW1163                          STATION DESCRIPTION
 GW1163
 GW1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW1163'2.7 MI N FROM LYNCHBURG.
 GW1163'ABOUT 2.7 MILES NORTH ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST END
 GW1163'OF THE U.S. HIGHWAY 29 VIADUCT OVER THE C AND O RY. AND JAMES
 GW1163'RIVER TO THE MARK SET IN THE TOP OF THE NORTHWEST CORNER OF A
 GW1163'CATCH BASIN, 85 FEET NORTH OF POWER LINE POLE 114, 31 FEET EAST OF
 GW1163'THE APPROXIMATE CENTER OF HIGHWAY, 5.0 FEET WEST OF THE CURB OF
 GW1163'PARKING LOT IN FRONT OF PATTERSONS DRUG STORE AND IS ABOUT LEVEL
 GW1163'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0801 ***********************************************************************
 HW0801  DESIGNATION -  E 445
 HW0801  PID         -  HW0801
 HW0801  STATE/COUNTY-  VA/GREENE
 HW0801  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW0801
 HW0801                         *CURRENT SURVEY CONTROL
 HW0801  ___________________________________________________________________
 HW0801* NAD 83(1986)-  38 20 51.     (N)    078 31 43.     (W)     SCALED    
 HW0801* NAVD 88     -       528.572  (meters)    1734.16   (feet)  ADJUSTED  
 HW0801  ___________________________________________________________________
 HW0801  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW0801  DYNAMIC HT  -         528.163 (meters)    1732.81  (feet)  COMP
 HW0801  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 HW0801
 HW0801  VERT ORDER  -  SECOND    CLASS 0
 HW0801
 HW0801.The horizontal coordinates were scaled from a topographic map and have
 HW0801.an estimated accuracy of +/- 6 seconds.
 HW0801
 HW0801.The orthometric height was determined by differential leveling
 HW0801.and adjusted by the National Geodetic Survey in June 1991..
 HW0801
 HW0801.The geoid height was determined by GEOID03.
 HW0801
 HW0801.The dynamic height is computed by dividing the NAVD 88
 HW0801.geopotential number by the normal gravity value computed on the
 HW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0801.degrees latitude (g = 980.6199 gals.).
 HW0801
 HW0801.The modeled gravity was interpolated from observed gravity values.
 HW0801
 HW0801;                    North         East    Units  Estimated Accuracy
 HW0801;SPC VA N     - 2,075,570.    3,497,500.      MT  (+/- 180 meters Scaled)
 HW0801
 HW0801                          SUPERSEDED SURVEY CONTROL
 HW0801
 HW0801  NGVD 29 (??/??/92)  528.724  (m)         1734.66   (f) ADJ UNCH    2 0
 HW0801
 HW0801.Superseded values are not recommended for survey control.
 HW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0801.See file dsdata.txt to determine how the superseded data were derived.
 HW0801
 HW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC159472(NAD 83)
 HW0801_MARKER: DB = BENCH MARK DISK
 HW0801_SETTING: 66 = SET IN ROCK OUTCROP
 HW0801_SP_SET: ROCK LEDGE
 HW0801_STAMPING: E 445 1965
 HW0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0801+STABILITY: POSITION/ELEVATION WELL
 HW0801
 HW0801  HISTORY     - Date     Condition        Report By
 HW0801  HISTORY     - 1965     MONUMENTED       CGS
 HW0801
 HW0801                          STATION DESCRIPTION
 HW0801
 HW0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0801'6.8 MI NW FROM STANARDSVILLE.
 HW0801'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW0801'IN STANARDSVILLE, TO THE MARK SET VERTICALLY IN A ROCK LEDGE
 HW0801'ACROSS HIGHWAY FROM A SMALL PULL-OUT AND PICNIC TABLE, 1.6
 HW0801'MILES SOUTHEAST OF SKYLINE DRIVE, 22 FEET NORTH OF THE CENTERLINE
 HW0801'OF HIGHWAY, 3 FEET WEST OF EAST EDGE OF LEDGE, 1.5 FEET ABOVE THE
 HW0801'GROUND, AND IS ABOUT 4.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3124 ***********************************************************************
 HW3124  DESIGNATION -  E 445 RESET 1973
 HW3124  PID         -  HW3124
 HW3124  STATE/COUNTY-  VA/GREENE
 HW3124  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW3124
 HW3124                         *CURRENT SURVEY CONTROL
 HW3124  ___________________________________________________________________
 HW3124* NAD 83(1986)-  38 20 51.     (N)    078 31 43.     (W)     SCALED    
 HW3124* NAVD 88     -       531.53   (meters)    1743.9    (feet)  RESET     
 HW3124  ___________________________________________________________________
 HW3124  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW3124
 HW3124  VERT ORDER  -  THIRD
 HW3124
 HW3124.The horizontal coordinates were scaled from a topographic map and have
 HW3124.an estimated accuracy of +/- 6 seconds.
 HW3124
 HW3124.The orthometric height was computed from unverified reset data.
 HW3124.No vertical observational check was made to the station.
 HW3124
 HW3124.The geoid height was determined by GEOID03.
 HW3124
 HW3124;                    North         East    Units  Estimated Accuracy
 HW3124;SPC VA N     - 2,075,570.    3,497,500.      MT  (+/- 180 meters Scaled)
 HW3124
 HW3124                          SUPERSEDED SURVEY CONTROL
 HW3124
 HW3124  NGVD 29 (03/21/06)  531.69   (m)         1744.4    (f) RESET       3  
 HW3124
 HW3124.Superseded values are not recommended for survey control.
 HW3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3124.See file dsdata.txt to determine how the superseded data were derived.
 HW3124
 HW3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC159472(NAD 83)
 HW3124_MARKER: DB = BENCH MARK DISK
 HW3124_SETTING: 66 = SET IN ROCK OUTCROP
 HW3124_SP_SET: SET IN ROCK OUTCROP
 HW3124_STAMPING: E 445 RESET 1973
 HW3124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3124+STABILITY: POSITION/ELEVATION WELL
 HW3124
 HW3124  HISTORY     - Date     Condition        Report By
 HW3124  HISTORY     - 1973     MONUMENTED       RBNF
 HW3124
 HW3124                          STATION DESCRIPTION
 HW3124
 HW3124'DESCRIBED BY RESEARCHED BUT NOT FOUND 1973
 HW3124'6.8 MI NW FROM STANARDSVILLE.
 HW3124'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE IN
 HW3124'STANARDSVILLE, IN A ROCK OUTCROP (PAINTED), 1.6 MILES
 HW3124'SOUTHEAST OF SKYLINE DRIVE, 48.61 FEET RIGHT (NORTH) OF
 HW3124'STATION 1362+38.29 CONSTRUCTION CENTERLINE OF HIGHWAY
 HW3124'(CONSTRUCTION PROJECT 6033-039-101,C505), AND IS 10.6 FEET ABOVE
 HW3124'THE LEVEL OF THE RIGHT EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0341 ***********************************************************************
 HW0341  DESIGNATION -  E 446
 HW0341  PID         -  HW0341
 HW0341  STATE/COUNTY-  VA/MADISON
 HW0341  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0341
 HW0341                         *CURRENT SURVEY CONTROL
 HW0341  ___________________________________________________________________
 HW0341* NAD 83(1986)-  38 25 39.     (N)    078 10 23.     (W)     SCALED    
 HW0341* NAVD 88     -       187.053  (meters)     613.69   (feet)  ADJUSTED  
 HW0341  ___________________________________________________________________
 HW0341  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0341  DYNAMIC HT  -         186.930 (meters)     613.29  (feet)  COMP
 HW0341  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 HW0341
 HW0341  VERT ORDER  -  SECOND    CLASS 0
 HW0341
 HW0341.The horizontal coordinates were scaled from a topographic map and have
 HW0341.an estimated accuracy of +/- 6 seconds.
 HW0341
 HW0341.The orthometric height was determined by differential leveling
 HW0341.and adjusted by the National Geodetic Survey in June 1991..
 HW0341
 HW0341.The geoid height was determined by GEOID03.
 HW0341
 HW0341.The dynamic height is computed by dividing the NAVD 88
 HW0341.geopotential number by the normal gravity value computed on the
 HW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0341.degrees latitude (g = 980.6199 gals.).
 HW0341
 HW0341.The modeled gravity was interpolated from observed gravity values.
 HW0341
 HW0341;                    North         East    Units  Estimated Accuracy
 HW0341;SPC VA N     - 2,084,500.    3,528,550.      MT  (+/- 180 meters Scaled)
 HW0341
 HW0341                          SUPERSEDED SURVEY CONTROL
 HW0341
 HW0341  NGVD 29 (??/??/92)  187.287  (m)          614.46   (f) ADJ UNCH    2 0
 HW0341
 HW0341.Superseded values are not recommended for survey control.
 HW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0341.See file dsdata.txt to determine how the superseded data were derived.
 HW0341
 HW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC467570(NAD 83)
 HW0341_MARKER: DB = BENCH MARK DISK
 HW0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0341_STAMPING: E 446 1965
 HW0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0341+STABILITY: SURFACE MOTION
 HW0341
 HW0341  HISTORY     - Date     Condition        Report By
 HW0341  HISTORY     - 1965     MONUMENTED       CGS
 HW0341
 HW0341                          STATION DESCRIPTION
 HW0341
 HW0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0341'1.2 MI NE FROM BRIGHTWOOD.
 HW0341'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE
 HW0341'IN BRIGHTWOOD TO THE MARK SET IN THE TOP OF A CONCRETE POST
 HW0341'PROJECTING 4-INCHES, 120 YARDS EAST OF COUNTY ROAD 630, 32 FEET
 HW0341'SOUTH OF THE CENTERLINE OF HIGHWAY, 82 FEET EAST OF THE
 HW0341'APPROXIMATE CENTER OF A DRIVEWAY, 4.0 FEET WEST OF A METAL
 HW0341'WITNESS SIGN, 1.5 FEET NORTH OF A WIRE FENCE AND IS ABOUT 1 FOOT
 HW0341'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0342 ***********************************************************************
 HW0342  DESIGNATION -  E 446 RESET 1968
 HW0342  PID         -  HW0342
 HW0342  STATE/COUNTY-  VA/MADISON
 HW0342  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0342
 HW0342                         *CURRENT SURVEY CONTROL
 HW0342  ___________________________________________________________________
 HW0342* NAD 83(1986)-  38 25 39.     (N)    078 10 23.     (W)     SCALED    
 HW0342* NAVD 88     -       186.97   (+/-2cm)     613.4    (feet)  VERTCON   
 HW0342  ___________________________________________________________________
 HW0342  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HW0342
 HW0342  VERT ORDER  -  THIRD (See Below)
 HW0342
 HW0342.The horizontal coordinates were scaled from a topographic map and have
 HW0342.an estimated accuracy of +/- 6 seconds.
 HW0342
 HW0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW0342.The vertical order pertains to the NGVD 29 superseded value.
 HW0342
 HW0342.The geoid height was determined by GEOID03.
 HW0342
 HW0342;                    North         East    Units  Estimated Accuracy
 HW0342;SPC VA N     - 2,084,500.    3,528,550.      MT  (+/- 180 meters Scaled)
 HW0342
 HW0342                          SUPERSEDED SURVEY CONTROL
 HW0342
 HW0342  NGVD 29 (03/21/06)  187.21   (m)          614.2    (f) RESET       3  
 HW0342
 HW0342.Superseded values are not recommended for survey control.
 HW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0342.See file dsdata.txt to determine how the superseded data were derived.
 HW0342
 HW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC467570(NAD 83)
 HW0342_MARKER: DB = BENCH MARK DISK
 HW0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0342_STAMPING: E 446 RESET 1968
 HW0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0342+STABILITY: SURFACE MOTION
 HW0342
 HW0342  HISTORY     - Date     Condition        Report By
 HW0342  HISTORY     - 1968     MONUMENTED       VADH
 HW0342
 HW0342                          STATION DESCRIPTION
 HW0342
 HW0342'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 HW0342'1.2 MI NE FROM BRIGHTWOOD.
 HW0342'ABOUT 1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 29 FROM THE
 HW0342'POST OFFICE AT BRIGHTWOOD, 400 FEET EAST OF COUNTY ROAD 630, 61.4
 HW0342'FEET SOUTH OF THE SOUTH OF THE CENTER LINE OF THE NORTH BOUND
 HW0342'LANE OF OLD U.S. HIGHWAY 29, 4 FEET NORTH OF POWER LINE POLE L
 HW0342'37037, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT SOUTH OF A METAL
 HW0342'WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE NORTH BOUND LANE
 HW0342'OF OLD U.S. HIGHWAY 29, SET IN THE TOP OF A CONCRETE POST
 HW0342'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1233 ***********************************************************************
 HW1233  DESIGNATION -  E 447
 HW1233  PID         -  HW1233
 HW1233  STATE/COUNTY-  VA/PAGE
 HW1233  USGS QUAD   -  HAMBURG (1984)
 HW1233
 HW1233                         *CURRENT SURVEY CONTROL
 HW1233  ___________________________________________________________________
 HW1233* NAD 83(1986)-  38 38 17.     (N)    078 34 04.     (W)     SCALED    
 HW1233* NAVD 88     -       247.105  (meters)     810.71   (feet)  ADJUSTED  
 HW1233  ___________________________________________________________________
 HW1233  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HW1233  DYNAMIC HT  -         246.936 (meters)     810.16  (feet)  COMP
 HW1233  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HW1233
 HW1233  VERT ORDER  -  SECOND    CLASS 0
 HW1233
 HW1233.The horizontal coordinates were scaled from a topographic map and have
 HW1233.an estimated accuracy of +/- 6 seconds.
 HW1233
 HW1233.The orthometric height was determined by differential leveling
 HW1233.and adjusted by the National Geodetic Survey in June 1991..
 HW1233
 HW1233.The geoid height was determined by GEOID03.
 HW1233
 HW1233.The dynamic height is computed by dividing the NAVD 88
 HW1233.geopotential number by the normal gravity value computed on the
 HW1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1233.degrees latitude (g = 980.6199 gals.).
 HW1233
 HW1233.The modeled gravity was interpolated from observed gravity values.
 HW1233
 HW1233;                    North         East    Units  Estimated Accuracy
 HW1233;SPC VA N     - 2,107,830.    3,494,100.      MT  (+/- 180 meters Scaled)
 HW1233
 HW1233                          SUPERSEDED SURVEY CONTROL
 HW1233
 HW1233  NGVD 29 (??/??/92)  247.274  (m)          811.26   (f) ADJ UNCH    2 0
 HW1233
 HW1233.Superseded values are not recommended for survey control.
 HW1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1233.See file dsdata.txt to determine how the superseded data were derived.
 HW1233
 HW1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC116794(NAD 83)
 HW1233_MARKER: DB = BENCH MARK DISK
 HW1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1233_SP_SET: CULVERT
 HW1233_STAMPING: E 447 1965
 HW1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1233
 HW1233  HISTORY     - Date     Condition        Report By
 HW1233  HISTORY     - 1965     MONUMENTED       CGS
 HW1233
 HW1233                          STATION DESCRIPTION
 HW1233
 HW1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW1233'6.3 MI W FROM LURAY.
 HW1233'6.3 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE HAWKSBILL CREEK
 HW1233'BRIDGE, IN LURAY, TO THE MARK SET IN THE TOP OF THE NORTHEAST
 HW1233'END OF NORTHWEST HEADWALL OF A BOX CULVERT, 7.4 MILES EAST
 HW1233'OF NEW MARKET, 44 FEET EAST OF THE APPROXIMATE CENTER OF A
 HW1233'METAL GATE, 23 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY AND
 HW1233'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0581 ***********************************************************************
 FY0581  DESIGNATION -  E 448
 FY0581  PID         -  FY0581
 FY0581  STATE/COUNTY-  VA/HALIFAX
 FY0581  USGS QUAD   -  CLOVER (1988)
 FY0581
 FY0581                         *CURRENT SURVEY CONTROL
 FY0581  ___________________________________________________________________
 FY0581* NAD 83(1986)-  36 49 13.     (N)    078 44 11.     (W)     SCALED    
 FY0581* NAVD 88     -       148.149  (meters)     486.05   (feet)  ADJUSTED  
 FY0581  ___________________________________________________________________
 FY0581  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0581  DYNAMIC HT  -         148.037 (meters)     485.68  (feet)  COMP
 FY0581  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 FY0581
 FY0581  VERT ORDER  -  SECOND    CLASS 0
 FY0581
 FY0581.The horizontal coordinates were scaled from a topographic map and have
 FY0581.an estimated accuracy of +/- 6 seconds.
 FY0581
 FY0581.The orthometric height was determined by differential leveling
 FY0581.and adjusted by the National Geodetic Survey in June 1991..
 FY0581
 FY0581.The geoid height was determined by GEOID03.
 FY0581
 FY0581.The dynamic height is computed by dividing the NAVD 88
 FY0581.geopotential number by the normal gravity value computed on the
 FY0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0581.degrees latitude (g = 980.6199 gals.).
 FY0581
 FY0581.The modeled gravity was interpolated from observed gravity values.
 FY0581
 FY0581;                    North         East    Units  Estimated Accuracy
 FY0581;SPC VA S     - 1,054,070.    3,478,910.      MT  (+/- 180 meters Scaled)
 FY0581
 FY0581                          SUPERSEDED SURVEY CONTROL
 FY0581
 FY0581  NGVD 29 (??/??/92)  148.407  (m)          486.90   (f) ADJ UNCH    2 0
 FY0581
 FY0581.Superseded values are not recommended for survey control.
 FY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0581.See file dsdata.txt to determine how the superseded data were derived.
 FY0581
 FY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA018773(NAD 83)
 FY0581_MARKER: DB = BENCH MARK DISK
 FY0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0581_STAMPING: E 448 1965
 FY0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0581+STABILITY: SURFACE MOTION
 FY0581
 FY0581  HISTORY     - Date     Condition        Report By
 FY0581  HISTORY     - 1965     MONUMENTED       CGS
 FY0581  HISTORY     - 1966     GOOD             NGS
 FY0581
 FY0581                          STATION DESCRIPTION
 FY0581
 FY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0581'0.9 MI S FROM CLOVER.
 FY0581'0.9 MILE SOUTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE IN
 FY0581'CLOVER, 128 FEET NORTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 FY0581'720, 90 FEET NORTH OF THE NORTH CORNER OF WIRE FENCE AROUND
 FY0581'THE CLOVER SUB POWER STATION, 3.0 FEET NORTH OF A POWER LINE
 FY0581'POLE, 31 FEET EAST OF THE CENTERLINE OF HIGHWAY, 1.5 FEET WEST
 FY0581'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 FY0581'PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FY0581'SINCE THE MARK WAS WITHIN THE CONSTRUCTION LIMITS OF HIGHWAY
 FY0581'IMPROVEMENTS A NEW MARK WAS ESTABLISHED.  MARK WAS LEFT IN
 FY0581'POSITION BUT WILL BE DESTROYED BY THE CONSTRUCTION.
 FY0581
 FY0581                          STATION RECOVERY (1966)
 FY0581
 FY0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0582 ***********************************************************************
 FY0582  DESIGNATION -  E 448 RESET 1966
 FY0582  PID         -  FY0582
 FY0582  STATE/COUNTY-  VA/HALIFAX
 FY0582  USGS QUAD   -  CLOVER (1988)
 FY0582
 FY0582                         *CURRENT SURVEY CONTROL
 FY0582  ___________________________________________________________________
 FY0582* NAD 83(1986)-  36 49 13.     (N)    078 44 11.     (W)     SCALED    
 FY0582* NAVD 88     -       148.18   (+/-2cm)     486.2    (feet)  VERTCON   
 FY0582  ___________________________________________________________________
 FY0582  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY0582
 FY0582  VERT ORDER  -  THIRD (See Below)
 FY0582
 FY0582.The horizontal coordinates were scaled from a topographic map and have
 FY0582.an estimated accuracy of +/- 6 seconds.
 FY0582
 FY0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY0582.The vertical order pertains to the NGVD 29 superseded value.
 FY0582
 FY0582.The geoid height was determined by GEOID03.
 FY0582
 FY0582;                    North         East    Units  Estimated Accuracy
 FY0582;SPC VA S     - 1,054,070.    3,478,910.      MT  (+/- 180 meters Scaled)
 FY0582
 FY0582                          SUPERSEDED SURVEY CONTROL
 FY0582
 FY0582  NGVD 29 (03/21/06)  148.44   (m)          487.0    (f) RESET       3  
 FY0582
 FY0582.Superseded values are not recommended for survey control.
 FY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0582.See file dsdata.txt to determine how the superseded data were derived.
 FY0582
 FY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA018773(NAD 83)
 FY0582_MARKER: DB = BENCH MARK DISK
 FY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0582_STAMPING: E 448 RESET 1966
 FY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0582+STABILITY: SURFACE MOTION
 FY0582
 FY0582  HISTORY     - Date     Condition        Report By
 FY0582  HISTORY     - 1966     MONUMENTED       CGS
 FY0582
 FY0582                          STATION DESCRIPTION
 FY0582
 FY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0582'0.9 MI S FROM CLOVER.
 FY0582'0.9 MILE SOUTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AND
 FY0582'SECONDARY STATE ROAD 746 IN CLOVER, 91 FEET EAST OF THE CENTERLINE
 FY0582'OF U.S. HIGHWAY 360, 41 FEET NORTHEAST OF THE NORTHWEST CORNER
 FY0582'OF FENCE AROUND ELECTRIC COMPANY SUB-STATION, 3 FEET WEST OF
 FY0582'UTILITY POLE E 1, AND 1 FOOT SOUTH OF STEEL WITNESS POST.  MARK
 FY0582'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10
 FY0582'INCHES IN DIAMETER AND PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0525 ***********************************************************************
 FY0525  DESIGNATION -  E 449 RESET 1970
 FY0525  PID         -  FY0525
 FY0525  STATE/COUNTY-  VA/HALIFAX
 FY0525  USGS QUAD   -  OMEGA (1980)
 FY0525
 FY0525                         *CURRENT SURVEY CONTROL
 FY0525  ___________________________________________________________________
 FY0525* NAD 83(1986)-  36 40 14.     (N)    078 47 39.     (W)     SCALED    
 FY0525* NAVD 88     -       132.94   (+/-2cm)     436.2    (feet)  VERTCON   
 FY0525  ___________________________________________________________________
 FY0525  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 FY0525
 FY0525  VERT ORDER  -  THIRD (See Below)
 FY0525
 FY0525.The horizontal coordinates were scaled from a topographic map and have
 FY0525.an estimated accuracy of +/- 6 seconds.
 FY0525
 FY0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY0525.The vertical order pertains to the NGVD 29 superseded value.
 FY0525
 FY0525.The geoid height was determined by GEOID03.
 FY0525
 FY0525;                    North         East    Units  Estimated Accuracy
 FY0525;SPC VA S     - 1,037,460.    3,473,700.      MT  (+/- 180 meters Scaled)
 FY0525
 FY0525                          SUPERSEDED SURVEY CONTROL
 FY0525
 FY0525  NGVD 29 (03/21/06)  133.21   (m)          437.0    (f) RESET       3  
 FY0525
 FY0525.Superseded values are not recommended for survey control.
 FY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0525.See file dsdata.txt to determine how the superseded data were derived.
 FY0525
 FY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA971605(NAD 83)
 FY0525_MARKER: DB = BENCH MARK DISK
 FY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0525_STAMPING: E 449 RESET 1970
 FY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0525+STABILITY: SURFACE MOTION
 FY0525
 FY0525  HISTORY     - Date     Condition        Report By
 FY0525  HISTORY     - 1970     MONUMENTED       NGS
 FY0525
 FY0525                          STATION DESCRIPTION
 FY0525
 FY0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FY0525'6.6 MI E FROM RIVERDALE.
 FY0525'6.6 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S.
 FY0525'HIGHWAYS 50 AND 501 IN RIVERDALE, WHICH IS AT THE SOUTH EDGE
 FY0525'OF SOUTH BOSTON, 64 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 FY0525'19 FEET EAST OF THE CENTERLINE OF SECONDARY ROAD 730, 4.5 FEET
 FY0525'EAST OF FENCE CORNER, 1 FOOT NORTH OF FENCE AND 1 FOOT EAST OF
 FY0525'STEEL WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH IN THE
 FY0525'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND
 FY0525'PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3604 ***********************************************************************
 HV3604  DESIGNATION -  E 45
 HV3604  PID         -  HV3604
 HV3604  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3604  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3604
 HV3604                         *CURRENT SURVEY CONTROL
 HV3604  ___________________________________________________________________
 HV3604* NAD 83(1986)-  38 48 29.     (N)    077 38 17.     (W)     SCALED    
 HV3604* NAVD 88     -        99.702  (meters)     327.11   (feet)  ADJUSTED  
 HV3604  ___________________________________________________________________
 HV3604  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV3604  DYNAMIC HT  -          99.646 (meters)     326.92  (feet)  COMP
 HV3604  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 HV3604
 HV3604  VERT ORDER  -  SECOND    CLASS 0
 HV3604
 HV3604.The horizontal coordinates were scaled from a topographic map and have
 HV3604.an estimated accuracy of +/- 6 seconds.
 HV3604
 HV3604.The orthometric height was determined by differential leveling
 HV3604.and adjusted by the National Geodetic Survey in June 1991..
 HV3604
 HV3604.The geoid height was determined by GEOID03.
 HV3604
 HV3604.The dynamic height is computed by dividing the NAVD 88
 HV3604.geopotential number by the normal gravity value computed on the
 HV3604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3604.degrees latitude (g = 980.6199 gals.).
 HV3604
 HV3604.The modeled gravity was interpolated from observed gravity values.
 HV3604
 HV3604;                    North         East    Units  Estimated Accuracy
 HV3604;SPC VA N     - 2,127,050.    3,574,860.      MT  (+/- 180 meters Scaled)
 HV3604
 HV3604                          SUPERSEDED SURVEY CONTROL
 HV3604
 HV3604  NGVD 29 (??/??/??)   99.937  (m)          327.88   (f) ADJUSTED    2 0
 HV3604
 HV3604.Superseded values are not recommended for survey control.
 HV3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3604.See file dsdata.txt to determine how the superseded data were derived.
 HV3604
 HV3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH709987(NAD 83)
 HV3604_MARKER: DB = BENCH MARK DISK
 HV3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3604_STAMPING: 327.562 E 45 1934
 HV3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3604+STABILITY: SURFACE MOTION
 HV3604
 HV3604  HISTORY     - Date     Condition        Report By
 HV3604  HISTORY     - 1934     MONUMENTED       CGS
 HV3604  HISTORY     - 1960     GOOD             CGS
 HV3604
 HV3604                          STATION DESCRIPTION
 HV3604
 HV3604'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3604'1.6 MI NW FROM GAINESVILLE.
 HV3604'ABOUT 1.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 HV3604'STATION AT GAINESVILLE, 0.3 MILE SOUTH-SOUTHWEST ALONG ROAD
 HV3604'625 FROM THE JUNCTION OF STATE HIGHWAY 55 AND THE POST OFFICE AT
 HV3604'HAYMARKET, AT THE CROSSING OF ROAD 625, 24.2 FEET SOUTHWEST OF
 HV3604'THE SOUTHWEST RAIL, 27 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE
 HV3604'OF ROAD, 4.1 FEET NORTHEAST OF A STEEL FENCE CORNER POST, 5 FEET
 HV3604'NORTH OF AND ACROSS FENCE FROM CABLE LINE POLE C 12, 3 FEET EAST
 HV3604'OF A RAILROAD TELEPHONE POLE, SOUTHWEST OF AND ACROSS THE ROAD
 HV3604'AND TRACK FROM THE FORMER SITE OF HAYMARKET RAILROAD STATION,
 HV3604'0.9 FOOT NORTH OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 HV3604'POST 1 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0092 ***********************************************************************
 FY0092  DESIGNATION -  E 450
 FY0092  PID         -  FY0092
 FY0092  STATE/COUNTY-  VA/MECKLENBURG
 FY0092  USGS QUAD   -  BASKERVILLE (1981)
 FY0092
 FY0092                         *CURRENT SURVEY CONTROL
 FY0092  ___________________________________________________________________
 FY0092* NAD 83(1986)-  36 40 36.     (N)    078 22 00.     (W)     SCALED    
 FY0092* NAVD 88     -        87.025  (meters)     285.51   (feet)  ADJUSTED  
 FY0092  ___________________________________________________________________
 FY0092  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 FY0092  DYNAMIC HT  -          86.958 (meters)     285.29  (feet)  COMP
 FY0092  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 FY0092
 FY0092  VERT ORDER  -  SECOND    CLASS 0
 FY0092
 FY0092.The horizontal coordinates were scaled from a topographic map and have
 FY0092.an estimated accuracy of +/- 6 seconds.
 FY0092
 FY0092.The orthometric height was determined by differential leveling
 FY0092.and adjusted by the National Geodetic Survey in June 1991..
 FY0092
 FY0092.The geoid height was determined by GEOID03.
 FY0092
 FY0092.The dynamic height is computed by dividing the NAVD 88
 FY0092.geopotential number by the normal gravity value computed on the
 FY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0092.degrees latitude (g = 980.6199 gals.).
 FY0092
 FY0092.The modeled gravity was interpolated from observed gravity values.
 FY0092
 FY0092;                    North         East    Units  Estimated Accuracy
 FY0092;SPC VA S     - 1,038,110.    3,511,920.      MT  (+/- 180 meters Scaled)
 FY0092
 FY0092                          SUPERSEDED SURVEY CONTROL
 FY0092
 FY0092  NGVD 29 (??/??/92)   87.301  (m)          286.42   (f) ADJ UNCH    2 0
 FY0092
 FY0092.Superseded values are not recommended for survey control.
 FY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0092.See file dsdata.txt to determine how the superseded data were derived.
 FY0092
 FY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA353622(NAD 83)
 FY0092_MARKER: DB = BENCH MARK DISK
 FY0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0092_SP_SET: BRIDGE
 FY0092_STAMPING: E 450 1966
 FY0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0092
 FY0092  HISTORY     - Date     Condition        Report By
 FY0092  HISTORY     - 1966     MONUMENTED       CGS
 FY0092  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0092
 FY0092                          STATION DESCRIPTION
 FY0092
 FY0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0092'1.5 MI E FROM BOYDTON.
 FY0092'1.5 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0092'BOYDTON, 17 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 FY0092'TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER POLE BRANCH AND IS
 FY0092'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FY0092
 FY0092                          STATION RECOVERY (2005)
 FY0092
 FY0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0092'TRACKS HAVE BRRN REMOVED, BRIDGE HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1596 ***********************************************************************
 FX1596  DESIGNATION -  E 451
 FX1596  PID         -  FX1596
 FX1596  STATE/COUNTY-  VA/BRUNSWICK
 FX1596  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1596
 FX1596                         *CURRENT SURVEY CONTROL
 FX1596  ___________________________________________________________________
 FX1596* NAD 83(1986)-  36 45 48.     (N)    077 41 30.     (W)     SCALED    
 FX1596* NAVD 88     -        83.743  (meters)     274.75   (feet)  ADJUSTED  
 FX1596  ___________________________________________________________________
 FX1596  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 FX1596  DYNAMIC HT  -          83.679 (meters)     274.54  (feet)  COMP
 FX1596  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 FX1596
 FX1596  VERT ORDER  -  SECOND    CLASS 0
 FX1596
 FX1596.The horizontal coordinates were scaled from a topographic map and have
 FX1596.an estimated accuracy of +/- 6 seconds.
 FX1596
 FX1596.The orthometric height was determined by differential leveling
 FX1596.and adjusted by the National Geodetic Survey in June 1991..
 FX1596
 FX1596.The geoid height was determined by GEOID03.
 FX1596
 FX1596.The dynamic height is computed by dividing the NAVD 88
 FX1596.geopotential number by the normal gravity value computed on the
 FX1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1596.degrees latitude (g = 980.6199 gals.).
 FX1596
 FX1596.The modeled gravity was interpolated from observed gravity values.
 FX1596
 FX1596;                    North         East    Units  Estimated Accuracy
 FX1596;SPC VA S     - 1,048,030.    3,572,170.      MT  (+/- 180 meters Scaled)
 FX1596
 FX1596                          SUPERSEDED SURVEY CONTROL
 FX1596
 FX1596  NGVD 29 (??/??/92)   84.091  (m)          275.89   (f) ADJ UNCH    2 0
 FX1596
 FX1596.Superseded values are not recommended for survey control.
 FX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1596.See file dsdata.txt to determine how the superseded data were derived.
 FX1596
 FX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF597719(NAD 83)
 FX1596_MARKER: DB = BENCH MARK DISK
 FX1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1596_STAMPING: E 451 1966
 FX1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1596+STABILITY: SURFACE MOTION
 FX1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1596+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2001
 FX1596
 FX1596  HISTORY     - Date     Condition        Report By
 FX1596  HISTORY     - 1966     MONUMENTED       CGS
 FX1596  HISTORY     - 20010312 GOOD             USPSQD
 FX1596
 FX1596                          STATION DESCRIPTION
 FX1596
 FX1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1596'8.9 MI W FROM EMPORIA.
 FX1596'ABOUT 8.9 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1596'OF U.S. HIGHWAY 58 AND INTERSTATE HIGHWAY 95 AT THE WEST EDGE
 FX1596'OF EMPORIA, 10.2 MILES EAST OF LAWRENCEVILLE, 40 FEET SOUTH OF
 FX1596'THE CENTERLINE OF HIGHWAY, 35 FEET EAST OF THE APPROXIMATE CENTER
 FX1596'OF COUNTY ROAD 634, 2.5 FEET NORTH OF A POWER LINE POLE, 2.0
 FX1596'FEET SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 FX1596'POST PROJECTING 2-INCHES AND IS ABOUT 1 FOOT BELOW THE LEVEL
 FX1596'OF THE ROAD.
 FX1596
 FX1596                          STATION RECOVERY (2001)
 FX1596
 FX1596'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0053 ***********************************************************************
 FX0053  DESIGNATION -  E 452
 FX0053  PID         -  FX0053
 FX0053  STATE/COUNTY-  VA/C OF NORFOLK
 FX0053  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0053
 FX0053                         *CURRENT SURVEY CONTROL
 FX0053  ___________________________________________________________________
 FX0053* NAD 83(1986)-  36 58 02.     (N)    076 17 12.     (W)     SCALED    
 FX0053* NAVD 88     -         1.492  (meters)       4.89   (feet)  ADJUSTED  
 FX0053  ___________________________________________________________________
 FX0053  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX0053  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 FX0053  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 FX0053
 FX0053  VERT ORDER  -  FIRST     CLASS I
 FX0053
 FX0053.The horizontal coordinates were scaled from a topographic map and have
 FX0053.an estimated accuracy of +/- 6 seconds.
 FX0053
 FX0053.The orthometric height was determined by differential leveling
 FX0053.and adjusted by the National Geodetic Survey in June 1991..
 FX0053
 FX0053.The geoid height was determined by GEOID03.
 FX0053
 FX0053.The dynamic height is computed by dividing the NAVD 88
 FX0053.geopotential number by the normal gravity value computed on the
 FX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0053.degrees latitude (g = 980.6199 gals.).
 FX0053
 FX0053.The modeled gravity was interpolated from observed gravity values.
 FX0053
 FX0053;                    North         East    Units  Estimated Accuracy
 FX0053;SPC VA S     - 1,072,660.    3,697,070.      MT  (+/- 180 meters Scaled)
 FX0053
 FX0053                          SUPERSEDED SURVEY CONTROL
 FX0053
 FX0053  NGVD 29 (??/??/92)    1.741  (m)            5.71   (f) ADJ UNCH    1 1
 FX0053
 FX0053.Superseded values are not recommended for survey control.
 FX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0053.See file dsdata.txt to determine how the superseded data were derived.
 FX0053
 FX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF854920(NAD 83)
 FX0053_MARKER: DB = BENCH MARK DISK
 FX0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FX0053_SP_SET: 63.5 FEET
 FX0053_STAMPING: E 452 1971
 FX0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0053
 FX0053  HISTORY     - Date     Condition        Report By
 FX0053  HISTORY     - 1971     MONUMENTED       NOS
 FX0053  HISTORY     - 1978     GOOD             DMA
 FX0053  HISTORY     - 1979     GOOD             NGS
 FX0053  HISTORY     - 19980418 GOOD             USPSQD
 FX0053  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 FX0053
 FX0053                          STATION DESCRIPTION
 FX0053
 FX0053'DESCRIBED BY NATIONAL OCEAN SERVICE 1971
 FX0053'2.4 MI NW FROM NORFOLK.
 FX0053'ABOUT 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 (OCEAN VIEW
 FX0053'AVENUE) FROM THE JUNCTION OF U.S. HIGHWAY 460 (GRANBY STREET),
 FX0053'AT THE JUNCTION OF WEST OCEAN VIEW AVENUE AND LE CLAIR STREET,
 FX0053'BETWEEN THE NORTH CONCRETE SIDEWALK OF THE AVENUE AND THE SOUTH
 FX0053'CONCRETE CURB OF PARKING LOT FOR CORAL ISLE MOTEL AND APARTMENT
 FX0053'BLDG, IN A ROW OF SHRUBERRY, 18.2 FEET WEST OF THE CENTER
 FX0053'LINE OF THE WEST DRIVEWAY TO MOTEL, 12.5 FEET EAST OF THE CENTER
 FX0053'LINE (EXTENDED) OF LE CLAIR STREET, 10 FEET EAST OF THE SOUTHEAST
 FX0053'CORNER OF THE PARKING LOT, 8.0 FEET NORTH OF THE NORTH CURB
 FX0053'OF WEST OCEAN VIEW AVENUE, 0.4 FOOT SOUTH OF THE SOUTH CURB
 FX0053'OF THE PARKING LOT, ABOUT LEVEL WITH A SIDEWALK, AND IS A DISK
 FX0053'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 FX0053'AND PROTECTED BY A 4 INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 FX0053'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 63.5 FEET.
 FX0053
 FX0053                          STATION RECOVERY (1978)
 FX0053
 FX0053'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0053'RECOVERED IN GOOD CONDITION.
 FX0053
 FX0053                          STATION RECOVERY (1979)
 FX0053
 FX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0053'RECOVERED IN GOOD CONDITION.
 FX0053
 FX0053                          STATION RECOVERY (1998)
 FX0053
 FX0053'RECOVERY NOTE BY US POWER SQUADRON 1998
 FX0053'RECOVERED IN GOOD CONDITION.
 FX0053
 FX0053                          STATION RECOVERY (2002)
 FX0053
 FX0053'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0393 ***********************************************************************
 GV0393  DESIGNATION -  E 453
 GV0393  PID         -  GV0393
 GV0393  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV0393  USGS QUAD   -  BACONS CASTLE (1992)
 GV0393
 GV0393                         *CURRENT SURVEY CONTROL
 GV0393  ___________________________________________________________________
 GV0393* NAD 83(1986)-  37 01 20.     (N)    076 38 44.     (W)     SCALED    
 GV0393* NAVD 88     -        10.074  (meters)      33.05   (feet)  ADJUSTED  
 GV0393  ___________________________________________________________________
 GV0393  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0393  DYNAMIC HT  -          10.066 (meters)      33.02  (feet)  COMP
 GV0393  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 GV0393
 GV0393  VERT ORDER  -  FIRST     CLASS I
 GV0393
 GV0393.The horizontal coordinates were scaled from a topographic map and have
 GV0393.an estimated accuracy of +/- 6 seconds.
 GV0393
 GV0393.The orthometric height was determined by differential leveling
 GV0393.and adjusted by the National Geodetic Survey in June 1991..
 GV0393
 GV0393.The geoid height was determined by GEOID03.
 GV0393
 GV0393.The dynamic height is computed by dividing the NAVD 88
 GV0393.geopotential number by the normal gravity value computed on the
 GV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0393.degrees latitude (g = 980.6199 gals.).
 GV0393
 GV0393.The modeled gravity was interpolated from observed gravity values.
 GV0393
 GV0393;                    North         East    Units  Estimated Accuracy
 GV0393;SPC VA S     - 1,078,070.    3,665,000.      MT  (+/- 180 meters Scaled)
 GV0393
 GV0393                          SUPERSEDED SURVEY CONTROL
 GV0393
 GV0393  NGVD 29 (??/??/??)   10.310  (m)           33.83   (f) ADJUSTED    1 1
 GV0393
 GV0393.Superseded values are not recommended for survey control.
 GV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0393.See file dsdata.txt to determine how the superseded data were derived.
 GV0393
 GV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF536986(NAD 83)
 GV0393_MARKER: DB = BENCH MARK DISK
 GV0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0393_SP_SET: CULVERT
 GV0393_STAMPING: E 453 1971
 GV0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0393
 GV0393  HISTORY     - Date     Condition        Report By
 GV0393  HISTORY     - 1971     MONUMENTED       NGS
 GV0393  HISTORY     - 19901215 GOOD             USPSQD
 GV0393  HISTORY     - 20010414 MARK NOT FOUND   USPSQD
 GV0393
 GV0393                          STATION DESCRIPTION
 GV0393
 GV0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0393'3.3 MI NW FROM SMITHFIELD.
 GV0393'ABOUT 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 GV0393'OF U.S. HIGHWAY 258 AT SMITHFIELD, 0.95 MILE NORTHWEST OF THE
 GV0393'HARDY ELEMENTARY SCHOOL, 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 GV0393'COUNTY ROAD NO. 673 LEADING NORTH, SET ON THE TOP OF THE SOUTHEAST
 GV0393'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 4-FOOT BOX CULVERT
 GV0393'UNDER THE HIGHWAY FOR LAWSON CREEK, 28 FEET NORTHEAST OF THE CENTER
 GV0393'LINE OF THE HIGHWAY, 47 FEET SOUTHEAST OF POWER LINE POLE 18 AND
 GV0393'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GV0393
 GV0393                          STATION RECOVERY (1990)
 GV0393
 GV0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCK)
 GV0393'RECOVERED IN GOOD CONDITION.
 GV0393
 GV0393                          STATION RECOVERY (2001)
 GV0393
 GV0393'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0462 ***********************************************************************
 GV0462  DESIGNATION -  E 454
 GV0462  PID         -  GV0462
 GV0462  STATE/COUNTY-  VA/CHARLES CITY
 GV0462  USGS QUAD   -  BRANDON (1980)
 GV0462
 GV0462                         *CURRENT SURVEY CONTROL
 GV0462  ___________________________________________________________________
 GV0462* NAD 83(1986)-  37 17 31.     (N)    076 56 01.     (W)     SCALED    
 GV0462* NAVD 88     -        10.744  (meters)      35.25   (feet)  ADJUSTED  
 GV0462  ___________________________________________________________________
 GV0462  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 GV0462  DYNAMIC HT  -          10.736 (meters)      35.22  (feet)  COMP
 GV0462  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 GV0462
 GV0462  VERT ORDER  -  FIRST     CLASS I
 GV0462
 GV0462.The horizontal coordinates were scaled from a topographic map and have
 GV0462.an estimated accuracy of +/- 6 seconds.
 GV0462
 GV0462.The orthometric height was determined by differential leveling
 GV0462.and adjusted by the National Geodetic Survey in June 1991..
 GV0462
 GV0462.The geoid height was determined by GEOID03.
 GV0462
 GV0462.The dynamic height is computed by dividing the NAVD 88
 GV0462.geopotential number by the normal gravity value computed on the
 GV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0462.degrees latitude (g = 980.6199 gals.).
 GV0462
 GV0462.The modeled gravity was interpolated from observed gravity values.
 GV0462
 GV0462;                    North         East    Units  Estimated Accuracy
 GV0462;SPC VA S     - 1,107,530.    3,638,880.      MT  (+/- 180 meters Scaled)
 GV0462
 GV0462                          SUPERSEDED SURVEY CONTROL
 GV0462
 GV0462  NGVD 29 (??/??/??)   10.978  (m)           36.02   (f) ADJUSTED    1 1
 GV0462
 GV0462.Superseded values are not recommended for survey control.
 GV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0462.See file dsdata.txt to determine how the superseded data were derived.
 GV0462
 GV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG286290(NAD 83)
 GV0462_MARKER: DB = BENCH MARK DISK
 GV0462_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0462+WITH SETTING: INTO GROUND
 GV0462_STAMPING: E 454 1971
 GV0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0462+STABILITY: SURFACE MOTION
 GV0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0462+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0462
 GV0462  HISTORY     - Date     Condition        Report By
 GV0462  HISTORY     - 1971     MONUMENTED       NGS
 GV0462  HISTORY     - 19960309 GOOD             USPSQD
 GV0462  HISTORY     - 20000927 GOOD             USPSQD
 GV0462  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV0462
 GV0462                          STATION DESCRIPTION
 GV0462
 GV0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0462'14.2 MI W FROM WILLIAMSBURG.
 GV0462'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM
 GV0462'THE INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 12.65
 GV0462'MILES WEST ALONG STATE HIGHWAY 5, 427 FEET SOUTHEAST OF THE CENTER
 GV0462'OF THE INTERSECTION OF THE HIGHWAY AND COUNTY ROAD 623, 37 1/2
 GV0462'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8 1/2 FEET
 GV0462'SOUTHEAST OF POWER POLE NUMBER 188 WHICH IS BRACED BY 2 GUY
 GV0462'WIRES, 8.4 FEET NORTHWEST OF THE BASE OF A GUY WIRE, 1.0 FOOT
 GV0462'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 GV0462'OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD THAT IS
 GV0462'LEVEL WITH THE GROUND AND IS ENCASED IN A 4-INCH ORANGEBURG PIPE
 GV0462'THAT IS LEVEL WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 GV0462'OF 103 1/2 FEET.
 GV0462
 GV0462                          STATION RECOVERY (1996)
 GV0462
 GV0462'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0462'RECOVERED IN GOOD CONDITION.
 GV0462
 GV0462                          STATION RECOVERY (2000)
 GV0462
 GV0462'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0462'RECOVERED IN GOOD CONDITION.
 GV0462
 GV0462                          STATION RECOVERY (2001)
 GV0462
 GV0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0172 ***********************************************************************
 GV0172  DESIGNATION -  E 455
 GV0172  PID         -  GV0172
 GV0172  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV0172  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0172
 GV0172                         *CURRENT SURVEY CONTROL
 GV0172  ___________________________________________________________________
 GV0172* NAD 83(1986)-  37 02 05.     (N)    076 27 34.     (W)     SCALED    
 GV0172* NAVD 88     -         8.917  (meters)      29.26   (feet)  ADJUSTED  
 GV0172  ___________________________________________________________________
 GV0172  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 GV0172  DYNAMIC HT  -           8.911 (meters)      29.24  (feet)  COMP
 GV0172  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 GV0172  OBS GRAVITY -     979,881.8   (mgal)                       GRAV_OBS
 GV0172
 GV0172  VERT ORDER  -  FIRST     CLASS I
 GV0172
 GV0172.The horizontal coordinates were scaled from a topographic map and have
 GV0172.an estimated accuracy of +/- 6 seconds.
 GV0172
 GV0172.The orthometric height was determined by differential leveling
 GV0172.and adjusted by the National Geodetic Survey in June 1991..
 GV0172
 GV0172.The geoid height was determined by GEOID03.
 GV0172
 GV0172.The dynamic height is computed by dividing the NAVD 88
 GV0172.geopotential number by the normal gravity value computed on the
 GV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0172.degrees latitude (g = 980.6199 gals.).
 GV0172
 GV0172.The modeled gravity was interpolated from observed gravity values.
 GV0172.The observed gravity was obtained from relative gravimeter ties
 GV0172.to the IGSN71 gravity network.
 GV0172
 GV0172;                    North         East    Units  Estimated Accuracy
 GV0172;SPC VA S     - 1,079,800.    3,681,530.      MT  (+/- 180 meters Scaled)
 GV0172
 GV0172                          SUPERSEDED SURVEY CONTROL
 GV0172
 GV0172  NGVD 29 (??/??/??)    9.164  (m)           30.07   (f) ADJUSTED    1 1
 GV0172
 GV0172.Superseded values are not recommended for survey control.
 GV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0172.See file dsdata.txt to determine how the superseded data were derived.
 GV0172
 GV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF702997(NAD 83)
 GV0172_MARKER: DB = BENCH MARK DISK
 GV0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0172_SP_SET: ABUTMENT
 GV0172_STAMPING: E 455 1971
 GV0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0172
 GV0172  HISTORY     - Date     Condition        Report By
 GV0172  HISTORY     - 1971     MONUMENTED       NGS
 GV0172  HISTORY     - 1978     GOOD             DMA
 GV0172  HISTORY     - 1989     GOOD             USPSQD
 GV0172  HISTORY     - 1989     GOOD             USPSQD
 GV0172
 GV0172                          STATION DESCRIPTION
 GV0172
 GV0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0172'AT NEWPORT NEWS.
 GV0172'AT NEWPORT NEWS, ABOUT 0.25 MILE NORTHEAST ALONG 25 TH STREET
 GV0172'FROM THE NEW CITY HALL AT NEWPORT NEWS, THENCE 4.4 MILES NORTHWEST
 GV0172'ALONG THE CHESAPEAKE AND OHIO RAILWAY, IN THE HILTON VILLAGE
 GV0172'SECTION OF NEWPORT NEWS, AT THE MAIN STREET UNDERPASS, 6 RAILS
 GV0172'SOUTHEAST OF MILEPOST 15, 5 FEET NORTHEAST OF THE NORTHEAST RAIL
 GV0172'OF NORTHEAST TRACK, SET ON THE TOP OF THE NORTHEAST END OF THE
 GV0172'SOUTHEAST CONCRETE ABUTMENT OF THE UNDERPASS AND 1 1/2 FEET BELOW
 GV0172'THE LEVEL OF THE TRACK.
 GV0172
 GV0172                          STATION RECOVERY (1978)
 GV0172
 GV0172'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0172'RECOVERED IN GOOD CONDITION.
 GV0172
 GV0172                          STATION RECOVERY (1989)
 GV0172
 GV0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (VHF)
 GV0172'RECOVERED IN GOOD CONDITION.
 GV0172
 GV0172                          STATION RECOVERY (1989)
 GV0172
 GV0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0849 ***********************************************************************
 GV0849  DESIGNATION -  E 456
 GV0849  PID         -  GV0849
 GV0849  STATE/COUNTY-  VA/KING AND QUEEN
 GV0849  USGS QUAD   -  WEST POINT (1986)
 GV0849
 GV0849                         *CURRENT SURVEY CONTROL
 GV0849  ___________________________________________________________________
 GV0849* NAD 83(1986)-  37 32 16.     (N)    076 45 51.     (W)     SCALED    
 GV0849* NAVD 88     -         8.525  (meters)      27.97   (feet)  ADJUSTED  
 GV0849  ___________________________________________________________________
 GV0849  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 GV0849  DYNAMIC HT  -           8.519 (meters)      27.95  (feet)  COMP
 GV0849  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 GV0849  OBS GRAVITY -     979,949.5   (mgal)                       GRAV_OBS
 GV0849
 GV0849  VERT ORDER  -  FIRST     CLASS I
 GV0849
 GV0849.The horizontal coordinates were scaled from a topographic map and have
 GV0849.an estimated accuracy of +/- 6 seconds.
 GV0849
 GV0849.The orthometric height was determined by differential leveling
 GV0849.and adjusted by the National Geodetic Survey in June 1991..
 GV0849
 GV0849.The geoid height was determined by GEOID03.
 GV0849
 GV0849.The dynamic height is computed by dividing the NAVD 88
 GV0849.geopotential number by the normal gravity value computed on the
 GV0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0849.degrees latitude (g = 980.6199 gals.).
 GV0849
 GV0849.The modeled gravity was interpolated from observed gravity values.
 GV0849.The observed gravity was obtained from relative gravimeter ties
 GV0849.to the IGSN71 gravity network.
 GV0849
 GV0849;                    North         East    Units  Estimated Accuracy
 GV0849;SPC VA S     - 1,135,070.    3,653,400.      MT  (+/- 180 meters Scaled)
 GV0849
 GV0849                          SUPERSEDED SURVEY CONTROL
 GV0849
 GV0849  NGVD 29 (??/??/??)    8.762  (m)           28.75   (f) ADJUSTED    1 1
 GV0849
 GV0849.Superseded values are not recommended for survey control.
 GV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0849.See file dsdata.txt to determine how the superseded data were derived.
 GV0849
 GV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG441559(NAD 83)
 GV0849_MARKER: DB = BENCH MARK DISK
 GV0849_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0849+WITH SETTING: INTO GROUND
 GV0849_STAMPING: E 456 1971
 GV0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0849+STABILITY: SURFACE MOTION
 GV0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0849+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0849
 GV0849  HISTORY     - Date     Condition        Report By
 GV0849  HISTORY     - 1971     MONUMENTED       NGS
 GV0849  HISTORY     - 1978     GOOD             DMA
 GV0849  HISTORY     - 1990     GOOD             USPSQD
 GV0849  HISTORY     - 19941213 GOOD             USPSQD
 GV0849  HISTORY     - 20000219 GOOD             USPSQD
 GV0849  HISTORY     - 20041110 GOOD             USPSQD
 GV0849  HISTORY     - 20060307 GOOD             USPSQD
 GV0849
 GV0849                          STATION DESCRIPTION
 GV0849
 GV0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0849'1.8 MI W FROM SHACKLEFORDS.
 GV0849'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 GV0849'AT SHACKLEFORDS, ABOUT 2.35 MILES NORTHEAST OF THE POST OFFICE
 GV0849'AT WEST POINT, ON THE CREST OF A SMALL HILL ON NORTH SIDE OF THE
 GV0849'HIGHWAY, 257 FEET EAST OF THE EAST END OF A STEEL GUARD RAIL, 57.4
 GV0849'FEET NORTH OF THE NORTH LANE OF THE HIGHWAY, 71 1/2 FEET EAST
 GV0849'OF A 30 INCH OAK TREE, 28.6 FEET NORTH OF THE NORTH EDGE OF A
 GV0849'CONCRETE DRAIN IN HIGHWAY DITCH, 10 FEET WEST OF POWER LINE POLE
 GV0849'H 1701-QM 21, 17 FEET SOUTHWEST OF THE BASE OF A GUY WIRE, 0.7
 GV0849'FOOT EAST OF A METAL WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE
 GV0849'HIGHWAY, AND ON THE TOP OF A 4 FOOT COPPER COATED ROD THAT IS
 GV0849'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 6 INCHES BELOW THE
 GV0849'SURFACE OF THE GROUND AND ENCASED IN A 5 INCH METAL PIPE THAT
 GV0849'IS 5 INCHES BELOW THE LEVEL OF THE GROUND.
 GV0849
 GV0849                          STATION RECOVERY (1978)
 GV0849
 GV0849'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0849'NO WITNESS POST.
 GV0849
 GV0849                          STATION RECOVERY (1990)
 GV0849
 GV0849'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0849'RECOVERED IN GOOD CONDITION.
 GV0849
 GV0849                          STATION RECOVERY (1994)
 GV0849
 GV0849'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0849'RECOVERED IN GOOD CONDITION.
 GV0849
 GV0849                          STATION RECOVERY (2000)
 GV0849
 GV0849'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0849'RECOVERED IN GOOD CONDITION.
 GV0849
 GV0849                          STATION RECOVERY (2004)
 GV0849
 GV0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0849'RECOVERED IN GOOD CONDITION.
 GV0849
 GV0849                          STATION RECOVERY (2006)
 GV0849
 GV0849'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0576 ***********************************************************************
 GV0576  DESIGNATION -  E 457
 GV0576  PID         -  GV0576
 GV0576  STATE/COUNTY-  VA/GLOUCESTER
 GV0576  USGS QUAD   -  GLOUCESTER (1986)
 GV0576
 GV0576                         *CURRENT SURVEY CONTROL
 GV0576  ___________________________________________________________________
 GV0576* NAD 83(1986)-  37 23 40.     (N)    076 31 40.     (W)     SCALED    
 GV0576* NAVD 88     -        23.001  (meters)      75.46   (feet)  ADJUSTED  
 GV0576  ___________________________________________________________________
 GV0576  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV0576  DYNAMIC HT  -          22.985 (meters)      75.41  (feet)  COMP
 GV0576  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 GV0576
 GV0576  VERT ORDER  -  FIRST     CLASS I
 GV0576
 GV0576.The horizontal coordinates were scaled from a topographic map and have
 GV0576.an estimated accuracy of +/- 6 seconds.
 GV0576
 GV0576.The orthometric height was determined by differential leveling
 GV0576.and adjusted by the National Geodetic Survey in June 1991..
 GV0576
 GV0576.The geoid height was determined by GEOID03.
 GV0576
 GV0576.The dynamic height is computed by dividing the NAVD 88
 GV0576.geopotential number by the normal gravity value computed on the
 GV0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0576.degrees latitude (g = 980.6199 gals.).
 GV0576
 GV0576.The modeled gravity was interpolated from observed gravity values.
 GV0576
 GV0576;                    North         East    Units  Estimated Accuracy
 GV0576;SPC VA S     - 1,119,580.    3,674,620.      MT  (+/- 180 meters Scaled)
 GV0576
 GV0576                          SUPERSEDED SURVEY CONTROL
 GV0576
 GV0576  NGVD 29 (??/??/??)   23.240  (m)           76.25   (f) ADJUSTED    1 1
 GV0576
 GV0576.Superseded values are not recommended for survey control.
 GV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0576.See file dsdata.txt to determine how the superseded data were derived.
 GV0576
 GV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG647397(NAD 83)
 GV0576_MARKER: DB = BENCH MARK DISK
 GV0576_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0576+WITH SETTING: INTO GROUND
 GV0576_STAMPING: E 457 1971
 GV0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0576+STABILITY: SURFACE MOTION
 GV0576
 GV0576  HISTORY     - Date     Condition        Report By
 GV0576  HISTORY     - 1971     MONUMENTED       NGS
 GV0576  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0576  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0576
 GV0576                          STATION DESCRIPTION
 GV0576
 GV0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0576'1.9 MI SE FROM GLOUCESTER.
 GV0576'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0576'OFFICE AT GLOUCESTER, ON THE PROPERTY OF THE OWNERS OF THE CUP
 GV0576'AND SAUCER RESTAURANT, NEAR THE GLOUCESTER AIRPORT, 184 FEET
 GV0576'NORTHWEST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 GV0576'HIGHWAY, 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GV0576'RESTAURANT BUILDING, 48 FEET SOUTHWEST OF THE CENTER LINE OF A
 GV0576'SAND ROAD LEADING TO AIRPORT, 174 FEET SOUTHEAST OF BENCH MARK
 GV0576'F 457 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF
 GV0576'A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 GV0576'PLATE.  THE DISK IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND
 GV0576'ENCASED IN A 4 INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND.
 GV0576
 GV0576                          STATION RECOVERY (1997)
 GV0576
 GV0576'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0576'MARK NOT FOUND.
 GV0576
 GV0576                          STATION RECOVERY (2002)
 GV0576
 GV0576'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0276 ***********************************************************************
 GV0276  DESIGNATION -  E 458
 GV0276  PID         -  GV0276
 GV0276  STATE/COUNTY-  VA/GLOUCESTER
 GV0276  USGS QUAD   -  WARE NECK (1980)
 GV0276
 GV0276                         *CURRENT SURVEY CONTROL
 GV0276  ___________________________________________________________________
 GV0276* NAD 83(1986)-  37 27 45.     (N)    076 27 52.     (W)     SCALED    
 GV0276* NAVD 88     -        23.177  (meters)      76.04   (feet)  ADJUSTED  
 GV0276  ___________________________________________________________________
 GV0276  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 GV0276  DYNAMIC HT  -          23.161 (meters)      75.99  (feet)  COMP
 GV0276  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 GV0276
 GV0276  VERT ORDER  -  FIRST     CLASS I
 GV0276
 GV0276.The horizontal coordinates were scaled from a topographic map and have
 GV0276.an estimated accuracy of +/- 6 seconds.
 GV0276
 GV0276.The orthometric height was determined by differential leveling
 GV0276.and adjusted by the National Geodetic Survey in June 1991..
 GV0276
 GV0276.The geoid height was determined by GEOID03.
 GV0276
 GV0276.The dynamic height is computed by dividing the NAVD 88
 GV0276.geopotential number by the normal gravity value computed on the
 GV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0276.degrees latitude (g = 980.6199 gals.).
 GV0276
 GV0276.The modeled gravity was interpolated from observed gravity values.
 GV0276
 GV0276;                    North         East    Units  Estimated Accuracy
 GV0276;SPC VA S     - 1,127,250.    3,680,060.      MT  (+/- 180 meters Scaled)
 GV0276
 GV0276                          SUPERSEDED SURVEY CONTROL
 GV0276
 GV0276  NGVD 29 (??/??/??)   23.417  (m)           76.83   (f) ADJUSTED    1 1
 GV0276
 GV0276.Superseded values are not recommended for survey control.
 GV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0276.See file dsdata.txt to determine how the superseded data were derived.
 GV0276
 GV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG704471(NAD 83)
 GV0276_MARKER: DB = BENCH MARK DISK
 GV0276_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0276+WITH SETTING: INTO GROUND
 GV0276_STAMPING: E 458 1971
 GV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0276+STABILITY: SURFACE MOTION
 GV0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0276+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0276
 GV0276  HISTORY     - Date     Condition        Report By
 GV0276  HISTORY     - 1971     MONUMENTED       NGS
 GV0276  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 GV0276  HISTORY     - 20020111 GOOD             USPSQD
 GV0276  HISTORY     - 20060214 GOOD             USPSQD
 GV0276
 GV0276                          STATION DESCRIPTION
 GV0276
 GV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0276'5.6 MI NE FROM GLOUCESTER.
 GV0276'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0276'OFFICE AT GLOUCESTER, THENCE 5.2 MILES NORTHEAST ALONG STATE
 GV0276'HIGHWAYS 3 AND 14, ON THE EXTENDED CENTER LINE OF A NEW ROAD
 GV0276'BEING BUILT ALONG THE SOUTHEAST SIDE OF THE HIGHWAYS, 47 FEET
 GV0276'NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS, 32 FEET SOUTHEAST
 GV0276'OF THE CENTER LINE OF A SAND ROAD LEADING TO A RESIDENCE, 6 FEET
 GV0276'NORTHEAST OF POWER LINE POLE NO. 81957, ABOUT 1.1 MILES WEST OF
 GV0276'THE JUNCTION OF STATE HIGHWAYS 3 AND 14 AT FORT NONSENSE, AND ON
 GV0276'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 GV0276'METAL BASE PLATE.  THE DISK IS ONE INCH BELOW THE LEVEL OF THE
 GV0276'GROUND AND ENCASED IN A 4 INCH PLASTIC PIPE THAT IS FLUSH WITH
 GV0276'THE GROUND.  MARK IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAYS.
 GV0276
 GV0276                          STATION RECOVERY (1997)
 GV0276
 GV0276'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0276'MARK NOT FOUND.
 GV0276
 GV0276                          STATION RECOVERY (2002)
 GV0276
 GV0276'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0276'RECOVERED IN GOOD CONDITION.
 GV0276
 GV0276                          STATION RECOVERY (2006)
 GV0276
 GV0276'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0892 ***********************************************************************
 GV0892  DESIGNATION -  E 459
 GV0892  PID         -  GV0892
 GV0892  STATE/COUNTY-  VA/ESSEX
 GV0892  USGS QUAD   -  DUNNSVILLE (1985)
 GV0892
 GV0892                         *CURRENT SURVEY CONTROL
 GV0892  ___________________________________________________________________
 GV0892* NAD 83(1986)-  37 47 10.     (N)    076 45 53.     (W)     SCALED    
 GV0892* NAVD 88     -        24.913  (meters)      81.74   (feet)  ADJUSTED  
 GV0892  ___________________________________________________________________
 GV0892  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 GV0892  DYNAMIC HT  -          24.896 (meters)      81.68  (feet)  COMP
 GV0892  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 GV0892
 GV0892  VERT ORDER  -  FIRST     CLASS I
 GV0892
 GV0892.The horizontal coordinates were scaled from a topographic map and have
 GV0892.an estimated accuracy of +/- 6 seconds.
 GV0892
 GV0892.The orthometric height was determined by differential leveling
 GV0892.and adjusted by the National Geodetic Survey in June 1991..
 GV0892
 GV0892.The geoid height was determined by GEOID03.
 GV0892
 GV0892.The dynamic height is computed by dividing the NAVD 88
 GV0892.geopotential number by the normal gravity value computed on the
 GV0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0892.degrees latitude (g = 980.6199 gals.).
 GV0892
 GV0892.The modeled gravity was interpolated from observed gravity values.
 GV0892
 GV0892;                    North         East    Units  Estimated Accuracy
 GV0892;SPC VA S     - 1,162,630.    3,652,840.      MT  (+/- 180 meters Scaled)
 GV0892
 GV0892                          SUPERSEDED SURVEY CONTROL
 GV0892
 GV0892  NGVD 29 (??/??/??)   25.155  (m)           82.53   (f) ADJUSTED    1 1
 GV0892
 GV0892.Superseded values are not recommended for survey control.
 GV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0892.See file dsdata.txt to determine how the superseded data were derived.
 GV0892
 GV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG446835(NAD 83)
 GV0892_MARKER: DB = BENCH MARK DISK
 GV0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0892_SP_SET: CULVERT
 GV0892_STAMPING: E 459 1971
 GV0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0892+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0892
 GV0892  HISTORY     - Date     Condition        Report By
 GV0892  HISTORY     - 1971     MONUMENTED       NGS
 GV0892  HISTORY     - 1978     GOOD             DMA
 GV0892  HISTORY     - 19950402 GOOD             USPSQD
 GV0892  HISTORY     - 19990501 GOOD             USPSQD
 GV0892  HISTORY     - 20040313 GOOD             USPSQD
 GV0892
 GV0892                          STATION DESCRIPTION
 GV0892
 GV0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0892'1.6 MI SE FROM CENTER CROSS.
 GV0892'ABOUT 1.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0892'OFFICE AT CENTER CROSS, SET ON THE TOP OF THE SOUTH END OF THE
 GV0892'WEST CONCRETE HEADWALL FOR A LARGE BOX CULVERT UNDER THE HIGHWAY
 GV0892'FOR SMALL CREEK, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 GV0892'AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GV0892
 GV0892                          STATION RECOVERY (1978)
 GV0892
 GV0892'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0892'RECOVERED IN GOOD CONDITION.
 GV0892
 GV0892                          STATION RECOVERY (1995)
 GV0892
 GV0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0892'RECOVERED IN GOOD CONDITION.
 GV0892
 GV0892                          STATION RECOVERY (1999)
 GV0892
 GV0892'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0892'RECOVERED IN GOOD CONDITION.
 GV0892
 GV0892                          STATION RECOVERY (2004)
 GV0892
 GV0892'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0965 ***********************************************************************
 GV0965  DESIGNATION -  E 460
 GV0965  PID         -  GV0965
 GV0965  STATE/COUNTY-  VA/ESSEX
 GV0965  USGS QUAD   -  TAPPAHANNOCK (1989)
 GV0965
 GV0965                         *CURRENT SURVEY CONTROL
 GV0965  ___________________________________________________________________
 GV0965* NAD 83(1986)-  37 55 45.     (N)    076 51 24.     (W)     SCALED    
 GV0965* NAVD 88     -         0.752  (meters)       2.47   (feet)  ADJUSTED  
 GV0965  ___________________________________________________________________
 GV0965  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 GV0965  DYNAMIC HT  -           0.751 (meters)       2.46  (feet)  COMP
 GV0965  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 GV0965
 GV0965  VERT ORDER  -  FIRST     CLASS I
 GV0965
 GV0965.The horizontal coordinates were scaled from a topographic map and have
 GV0965.an estimated accuracy of +/- 6 seconds.
 GV0965
 GV0965.The orthometric height was determined by differential leveling
 GV0965.and adjusted by the National Geodetic Survey in June 1991..
 GV0965
 GV0965.The geoid height was determined by GEOID03.
 GV0965
 GV0965.The dynamic height is computed by dividing the NAVD 88
 GV0965.geopotential number by the normal gravity value computed on the
 GV0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0965.degrees latitude (g = 980.6199 gals.).
 GV0965
 GV0965.The modeled gravity was interpolated from observed gravity values.
 GV0965
 GV0965;                    North         East    Units  Estimated Accuracy
 GV0965;SPC VA S     - 1,178,360.    3,644,470.      MT  (+/- 180 meters Scaled)
 GV0965
 GV0965                          SUPERSEDED SURVEY CONTROL
 GV0965
 GV0965  NGVD 29 (??/??/??)    0.998  (m)            3.27   (f) ADJUSTED    1 1
 GV0965
 GV0965.Superseded values are not recommended for survey control.
 GV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0965.See file dsdata.txt to determine how the superseded data were derived.
 GV0965
 GV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG368995(NAD 83)
 GV0965_MARKER: DB = BENCH MARK DISK
 GV0965_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0965_SP_SET: 48 FEET
 GV0965_STAMPING: E 460 1971
 GV0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0965
 GV0965  HISTORY     - Date     Condition        Report By
 GV0965  HISTORY     - 1971     MONUMENTED       NGS
 GV0965  HISTORY     - 1972     MARK NOT FOUND   USGS
 GV0965  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV0965  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV0965  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0965
 GV0965                          STATION DESCRIPTION
 GV0965
 GV0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0965'AT TAPPAHANNOCK.
 GV0965'AT TAPPAHANNOCK, ABOUT 0.2 MILE NORTHEAST ALONG PRINCE STREET
 GV0965'FROM THE INTERSECTION OF U.S. HIGHWAY 17, ABOUT 0.1 MILE SOUTH OF
 GV0965'THE SOUTHWEST END OF THE U.S. HIGHWAY 360 BRIDGE OVER THE
 GV0965'RAPPAHANNOCK RIVER, 105.0 FEET EAST OF THE NORTHEAST CORNER OF
 GV0965'THE RIVERSIDE HOTEL, 41 FEET SOUTH OF THE CENTER LINE OF THE
 GV0965'STREET, 31 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 9 FEET
 GV0965'NORTHEAST OF A 14-INCH WILLOW TREE, 0.4 FOOT NORTH OF A METAL
 GV0965'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND
 GV0965'ON THE TOP OF A COPPER COATED ROD WHICH IS 1 INCH BELOW THE
 GV0965'SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG
 GV0965'PIPE WHICH IS LEVEL WITH THE GROUND.  THE ROD WAS DRIVEN TO
 GV0965'REFUSAL AT A DEPTH OF 48 FEET.
 GV0965
 GV0965                          STATION RECOVERY (1972)
 GV0965
 GV0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GV0965'MARK NOT FOUND.
 GV0965
 GV0965                          STATION RECOVERY (1989)
 GV0965
 GV0965'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0965'MARK NOT FOUND.
 GV0965
 GV0965                          STATION RECOVERY (1999)
 GV0965
 GV0965'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0965'MARK NOT FOUND.
 GV0965
 GV0965                          STATION RECOVERY (2004)
 GV0965
 GV0965'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0885 ***********************************************************************
 GV0885  DESIGNATION -  E 461
 GV0885  PID         -  GV0885
 GV0885  STATE/COUNTY-  VA/MIDDLESEX
 GV0885  USGS QUAD   -  CHURCH VIEW (1992)
 GV0885
 GV0885                         *CURRENT SURVEY CONTROL
 GV0885  ___________________________________________________________________
 GV0885* NAD 83(1986)-  37 43 19.     (N)    076 42 43.     (W)     SCALED    
 GV0885* NAVD 88     -        34.069  (meters)     111.77   (feet)  ADJUSTED  
 GV0885  ___________________________________________________________________
 GV0885  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 GV0885  DYNAMIC HT  -          34.046 (meters)     111.70  (feet)  COMP
 GV0885  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 GV0885  OBS GRAVITY -     979,954.7   (mgal)                       GRAV_OBS
 GV0885
 GV0885  VERT ORDER  -  FIRST     CLASS I
 GV0885
 GV0885.The horizontal coordinates were scaled from a topographic map and have
 GV0885.an estimated accuracy of +/- 6 seconds.
 GV0885
 GV0885.The orthometric height was determined by differential leveling
 GV0885.and adjusted by the National Geodetic Survey in June 1991..
 GV0885
 GV0885.The geoid height was determined by GEOID03.
 GV0885
 GV0885.The dynamic height is computed by dividing the NAVD 88
 GV0885.geopotential number by the normal gravity value computed on the
 GV0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0885.degrees latitude (g = 980.6199 gals.).
 GV0885
 GV0885.The modeled gravity was interpolated from observed gravity values.
 GV0885.The observed gravity was obtained from relative gravimeter ties
 GV0885.to the IGSN71 gravity network.
 GV0885
 GV0885;                    North         East    Units  Estimated Accuracy
 GV0885;SPC VA S     - 1,155,600.    3,657,630.      MT  (+/- 180 meters Scaled)
 GV0885
 GV0885                          SUPERSEDED SURVEY CONTROL
 GV0885
 GV0885  NGVD 29 (??/??/??)   34.311  (m)          112.57   (f) ADJUSTED    1 1
 GV0885
 GV0885.Superseded values are not recommended for survey control.
 GV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0885.See file dsdata.txt to determine how the superseded data were derived.
 GV0885
 GV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG491763(NAD 83)
 GV0885_MARKER: DB = BENCH MARK DISK
 GV0885_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0885_SP_SET: 72 FEET
 GV0885_STAMPING: E 461 1971
 GV0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0885+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0885
 GV0885  HISTORY     - Date     Condition        Report By
 GV0885  HISTORY     - 1971     MONUMENTED       NGS
 GV0885  HISTORY     - 1978     GOOD             DMA
 GV0885  HISTORY     - 19980215 GOOD             USPSQD
 GV0885  HISTORY     - 20030322 GOOD             USPSQD
 GV0885  HISTORY     - 20060110 GOOD             USPSQD
 GV0885
 GV0885                          STATION DESCRIPTION
 GV0885
 GV0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0885'7.4 MI SE FROM CENTER CROSS.
 GV0885'ABOUT 7.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0885'OFFICE AT CENTER CROSS, 122 FEET SOUTH OF THE SOUTH CORNER OF THE
 GV0885'UNION SHILOH BAPTIST CHURCH, 48 FEET NORTHEAST OF THE CENTER LINE
 GV0885'OF THE HIGHWAY, 41 FEET SOUTH OF THE MOST SOUTHEASTERLY ONE OF 2
 GV0885'LARGE OAK TREES, 2 1/2 FEET SOUTHWEST OF POWER LINE POLE F 892 FEET
 GV0885'NORTHEAST OF THE GROUND END OF A GUY WIRE, 1 FOOT NORTHWEST OF A
 GV0885'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON
 GV0885'THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND
 GV0885'AND ENCASED IN A 4 INCH PIPE THAT IS FLUSH WITH THE GROUND.  THE
 GV0885'ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 GV0885
 GV0885                          STATION RECOVERY (1978)
 GV0885
 GV0885'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0885'RECOVERED IN GOOD CONDITION.
 GV0885
 GV0885                          STATION RECOVERY (1998)
 GV0885
 GV0885'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0885'RECOVERED IN GOOD CONDITION.
 GV0885
 GV0885                          STATION RECOVERY (2003)
 GV0885
 GV0885'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV0885'NEW POLE NUMBER IS VK02
 GV0885
 GV0885                          STATION RECOVERY (2006)
 GV0885
 GV0885'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3001 ***********************************************************************
 HV3001  DESIGNATION -  E 462
 HV3001  PID         -  HV3001
 HV3001  STATE/COUNTY-  VA/KING GEORGE
 HV3001  USGS QUAD   -  PORT ROYAL (1968)
 HV3001
 HV3001                         *CURRENT SURVEY CONTROL
 HV3001  ___________________________________________________________________
 HV3001* NAD 83(1986)-  38 14 43.     (N)    077 09 28.     (W)     SCALED    
 HV3001* NAVD 88     -        59.356  (meters)     194.74   (feet)  ADJUSTED  
 HV3001  ___________________________________________________________________
 HV3001  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HV3001  DYNAMIC HT  -          59.319 (meters)     194.62  (feet)  COMP
 HV3001  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 HV3001
 HV3001  VERT ORDER  -  FIRST     CLASS II
 HV3001
 HV3001.The horizontal coordinates were scaled from a topographic map and have
 HV3001.an estimated accuracy of +/- 6 seconds.
 HV3001
 HV3001.The orthometric height was determined by differential leveling
 HV3001.and adjusted by the National Geodetic Survey in June 1991..
 HV3001
 HV3001.The geoid height was determined by GEOID03.
 HV3001
 HV3001.The dynamic height is computed by dividing the NAVD 88
 HV3001.geopotential number by the normal gravity value computed on the
 HV3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3001.degrees latitude (g = 980.6199 gals.).
 HV3001
 HV3001.The modeled gravity was interpolated from observed gravity values.
 HV3001
 HV3001;                    North         East    Units  Estimated Accuracy
 HV3001;SPC VA N     - 2,065,080.    3,617,490.      MT  (+/- 180 meters Scaled)
 HV3001
 HV3001                          SUPERSEDED SURVEY CONTROL
 HV3001
 HV3001  NGVD 29 (??/??/??)   59.596  (m)          195.52   (f) ADJUSTED    1 2
 HV3001
 HV3001.Superseded values are not recommended for survey control.
 HV3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3001.See file dsdata.txt to determine how the superseded data were derived.
 HV3001
 HV3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH111352(NAD 83)
 HV3001_MARKER: DB = BENCH MARK DISK
 HV3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3001_STAMPING: E 462 1971
 HV3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3001+STABILITY: SURFACE MOTION
 HV3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3001+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV3001
 HV3001  HISTORY     - Date     Condition        Report By
 HV3001  HISTORY     - 1971     MONUMENTED       NGS
 HV3001  HISTORY     - 19981202 GOOD             USPSQD
 HV3001  HISTORY     - 20031209 GOOD             USPSQD
 HV3001
 HV3001                          STATION DESCRIPTION
 HV3001
 HV3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV3001'1.9 MI SE FROM KING GEORGE.
 HV3001'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV3001'COURTHOUSE AT KING GEORGE, 44 FEET WEST OF THE CENTER LINE OF
 HV3001'THE HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF A WOODS ROAD,
 HV3001'1.5 FEET WEST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE
 HV3001'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HV3001'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV3001
 HV3001                          STATION RECOVERY (1998)
 HV3001
 HV3001'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3001'RECOVERED IN GOOD CONDITION.
 HV3001
 HV3001                          STATION RECOVERY (2003)
 HV3001
 HV3001'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV3001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2890 ***********************************************************************
 HV2890  DESIGNATION -  E 463
 HV2890  PID         -  HV2890
 HV2890  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2890  USGS QUAD   -  GUINEA (1966)
 HV2890
 HV2890                         *CURRENT SURVEY CONTROL
 HV2890  ___________________________________________________________________
 HV2890* NAD 83(1986)-  38 14 19.     (N)    077 22 31.     (W)     SCALED    
 HV2890* NAVD 88     -        17.691  (meters)      58.04   (feet)  ADJUSTED  
 HV2890  ___________________________________________________________________
 HV2890  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HV2890  DYNAMIC HT  -          17.680 (meters)      58.01  (feet)  COMP
 HV2890  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 HV2890  OBS GRAVITY -     980,026.2   (mgal)                       GRAV_OBS
 HV2890
 HV2890  VERT ORDER  -  FIRST     CLASS I
 HV2890
 HV2890.The horizontal coordinates were scaled from a topographic map and have
 HV2890.an estimated accuracy of +/- 6 seconds.
 HV2890
 HV2890.The orthometric height was determined by differential leveling
 HV2890.and adjusted by the National Geodetic Survey in June 1991..
 HV2890
 HV2890.The geoid height was determined by GEOID03.
 HV2890
 HV2890.The dynamic height is computed by dividing the NAVD 88
 HV2890.geopotential number by the normal gravity value computed on the
 HV2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2890.degrees latitude (g = 980.6199 gals.).
 HV2890
 HV2890.The modeled gravity was interpolated from observed gravity values.
 HV2890.The observed gravity was obtained from relative gravimeter ties
 HV2890.to the IGSN71 gravity network.
 HV2890
 HV2890;                    North         East    Units  Estimated Accuracy
 HV2890;SPC VA N     - 2,064,090.    3,598,460.      MT  (+/- 180 meters Scaled)
 HV2890
 HV2890                          SUPERSEDED SURVEY CONTROL
 HV2890
 HV2890  NGVD 29 (??/??/??)   17.937  (m)           58.85   (f) ADJUSTED    1 1
 HV2890
 HV2890.Superseded values are not recommended for survey control.
 HV2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2890.See file dsdata.txt to determine how the superseded data were derived.
 HV2890
 HV2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921349(NAD 83)
 HV2890_MARKER: DB = BENCH MARK DISK
 HV2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2890_STAMPING: E 463 1971
 HV2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2890+STABILITY: SURFACE MOTION
 HV2890
 HV2890  HISTORY     - Date     Condition        Report By
 HV2890  HISTORY     - 1971     MONUMENTED       NGS
 HV2890  HISTORY     - 1972     GOOD             NGS
 HV2890  HISTORY     - 1978     GOOD             DMA
 HV2890  HISTORY     - 19950119 MARK NOT FOUND   USPSQD
 HV2890  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV2890
 HV2890                          STATION DESCRIPTION
 HV2890
 HV2890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2890'7.6 MI SE FROM FREDERICKSBURG.
 HV2890'ABOUT 5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV2890'2 FROM THE POST OFFICE AT FREDERICKSBURG, THENCE 1.8 MILES
 HV2890'SOUTHEAST ALONG U.S. HIGHWAY 17, 0.3 MILE WEST OF THE
 HV2890'CAROLINE-SPOTSYLVANIA COUNTY LINE, 0.15 MILE WEST OF A DEEP DIP
 HV2890'IN THE HIGHWAY AT A RAVINE, 33 FEET NORTH OF THE CENTER LINE OF
 HV2890'THE HIGHWAY, 5 1/2 FEET SOUTHEAST OF A 28 INCH OAK TREE ON THE
 HV2890'NORTH SIDE OF A FENCE LINE, 6 FEET NORTHEAST OF A 10 INCH RED
 HV2890'CEDAR TREE, 1.3 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 HV2890'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 HV2890'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 HV2890
 HV2890                          STATION RECOVERY (1978)
 HV2890
 HV2890'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2890'THE E IN E 463 IS UNREADABLE AND MARK IS 0.08 MILE WEST OF CAROLINE
 HV2890'SPOTSYLVANIA COUNTY LINE.
 HV2890
 HV2890                          STATION RECOVERY (1995)
 HV2890
 HV2890'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2890'MARK NOT FOUND.
 HV2890
 HV2890                          STATION RECOVERY (1998)
 HV2890
 HV2890'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4318 ***********************************************************************
 HV4318  DESIGNATION -  E 464
 HV4318  PID         -  HV4318
 HV4318  STATE/COUNTY-  VA/STAFFORD
 HV4318  USGS QUAD   -  WIDEWATER (1978)
 HV4318
 HV4318                         *CURRENT SURVEY CONTROL
 HV4318  ___________________________________________________________________
 HV4318* NAD 83(1986)-  38 28 59.     (N)    077 18 54.     (W)     SCALED    
 HV4318* NAVD 88     -         9.661  (meters)      31.70   (feet)  ADJUSTED  
 HV4318  ___________________________________________________________________
 HV4318  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV4318  DYNAMIC HT  -           9.655 (meters)      31.68  (feet)  COMP
 HV4318  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 HV4318
 HV4318  VERT ORDER  -  FIRST     CLASS I
 HV4318
 HV4318.The horizontal coordinates were scaled from a topographic map and have
 HV4318.an estimated accuracy of +/- 6 seconds.
 HV4318
 HV4318.The orthometric height was determined by differential leveling
 HV4318.and adjusted by the National Geodetic Survey in June 1991..
 HV4318
 HV4318.The geoid height was determined by GEOID03.
 HV4318
 HV4318.The dynamic height is computed by dividing the NAVD 88
 HV4318.geopotential number by the normal gravity value computed on the
 HV4318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV4318.degrees latitude (g = 980.6199 gals.).
 HV4318
 HV4318.The modeled gravity was interpolated from observed gravity values.
 HV4318
 HV4318;                    North         East    Units  Estimated Accuracy
 HV4318;SPC VA N     - 2,091,290.    3,603,390.      MT  (+/- 180 meters Scaled)
 HV4318
 HV4318                          SUPERSEDED SURVEY CONTROL
 HV4318
 HV4318  NGVD 29 (??/??/??)    9.905  (m)           32.50   (f) ADJUSTED    1 1
 HV4318
 HV4318.Superseded values are not recommended for survey control.
 HV4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4318.See file dsdata.txt to determine how the superseded data were derived.
 HV4318
 HV4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH980619(NAD 83)
 HV4318_MARKER: DB = BENCH MARK DISK
 HV4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV4318_STAMPING: E 464 1971
 HV4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4318+STABILITY: SURFACE MOTION
 HV4318
 HV4318  HISTORY     - Date     Condition        Report By
 HV4318  HISTORY     - 1971     MONUMENTED       NGS
 HV4318
 HV4318                          STATION DESCRIPTION
 HV4318
 HV4318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV4318'3.05 MI SW FROM QUANTICO.
 HV4318'ABOUT 3.05 MILES SW ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV4318'RAILROAD FROM THE STATION AT QUANTICO, ABOUT 0.25 MILE SOUTH OF
 HV4318'MILEPOST 76, 33 1/2 FEET SE OF THE SE RAIL OF THE SE TRACK, 34 FT
 HV4318'NNW OF A 26-INCH BLACK OAK TREE ON THE WEST BANK OF THE POTOMAC
 HV4318'RIVER, 22.8 FEET NORTH OF A PIPELINE MARKER, 1.3 FEET NW OF A
 HV4318'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS,
 HV4318'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1622 ***********************************************************************
 HV1622  DESIGNATION -  E 465
 HV1622  PID         -  HV1622
 HV1622  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV1622  USGS QUAD   -  ALEXANDRIA (1994)
 HV1622
 HV1622                         *CURRENT SURVEY CONTROL
 HV1622  ___________________________________________________________________
 HV1622* NAD 83(1986)-  38 49 15.     (N)    077 02 40.     (W)     SCALED    
 HV1622* NAVD 88     -        12.877  (meters)      42.25   (feet)  ADJUSTED  
 HV1622  ___________________________________________________________________
 HV1622  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV1622  DYNAMIC HT  -          12.870 (meters)      42.22  (feet)  COMP
 HV1622  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 HV1622
 HV1622  VERT ORDER  -  FIRST     CLASS I
 HV1622
 HV1622.The horizontal coordinates were scaled from a topographic map and have
 HV1622.an estimated accuracy of +/- 6 seconds.
 HV1622
 HV1622.The orthometric height was determined by differential leveling
 HV1622.and adjusted by the National Geodetic Survey in June 1991..
 HV1622
 HV1622.The geoid height was determined by GEOID03.
 HV1622
 HV1622.The dynamic height is computed by dividing the NAVD 88
 HV1622.geopotential number by the normal gravity value computed on the
 HV1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1622.degrees latitude (g = 980.6199 gals.).
 HV1622
 HV1622.The modeled gravity was interpolated from observed gravity values.
 HV1622
 HV1622;                    North         East    Units  Estimated Accuracy
 HV1622;SPC VA N     - 2,129,110.    3,626,400.      MT  (+/- 180 meters Scaled)
 HV1622
 HV1622                          SUPERSEDED SURVEY CONTROL
 HV1622
 HV1622  NGVD 29 (??/??/??)   13.115  (m)           43.03   (f) ADJUSTED    1 1
 HV1622
 HV1622.Superseded values are not recommended for survey control.
 HV1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1622.See file dsdata.txt to determine how the superseded data were derived.
 HV1622
 HV1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH225988(NAD 83)
 HV1622_MARKER: DB = BENCH MARK DISK
 HV1622_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HV1622+WITH SETTING: INTO GROUND
 HV1622_STAMPING: E 465 1971
 HV1622_MARK LOGO: CGS   
 HV1622_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1622
 HV1622  HISTORY     - Date     Condition        Report By
 HV1622  HISTORY     - 1971     MONUMENTED       NGS
 HV1622  HISTORY     - 1978     GOOD             DMA
 HV1622  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 HV1622  HISTORY     - 20000801 GOOD             NGS
 HV1622
 HV1622                          STATION DESCRIPTION
 HV1622
 HV1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1622'AT ALEXANDRIA.
 HV1622'AT ALEXANDRIA, ABOUT 1.2 MILE NORTH ALONG MT. VERNON MEMORIAL
 HV1622'HIGHWAY FROM THE POST OFFICE AND COURTHOUSE, LOCATED IN A NARROW
 HV1622'STRIP OF LAND WHICH SEPARATES THE HIGHWAY AND ABINGTON DRIVE, 78
 HV1622'FEET NORTHWEST AND ACROSS THE DRIVE FROM THE SOUTHWEST CORNER OF
 HV1622'A METAL FENCE, 24 FEET WEST OF THE WEST CONCRETE CURB OF THE
 HV1622'DRIVE, 37 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 HV1622'N. WASHINGTON STREET, 341 FEET SOUTH OF THE CENTER LINE OF
 HV1622'SLATERS LANE, 46 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HV1622'WASHINGTON AND OLD DOMINION RAILROAD, 6 FEET EAST OF A 15-INCH
 HV1622'SYCAMORE TREE, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 HV1622'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 HV1622'1 INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 HV1622'6-INCH PIPE WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 HV1622
 HV1622                          STATION RECOVERY (1978)
 HV1622
 HV1622'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1622'RECOVERED IN GOOD CONDITION.
 HV1622
 HV1622                          STATION RECOVERY (1996)
 HV1622
 HV1622'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV1622'MARK NOT FOUND.
 HV1622
 HV1622                          STATION RECOVERY (2000)
 HV1622
 HV1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 HV1622'RECOVERED IN GOOD CONDITION.  NOTE--THE 15 INCH SYCAMORE TREE HAS BEEN
 HV1622'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0528 ***********************************************************************
 FW0528  DESIGNATION -  E 466
 FW0528  PID         -  FW0528
 FW0528  STATE/COUNTY-  VA/ACCOMACK
 FW0528  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0528
 FW0528                         *CURRENT SURVEY CONTROL
 FW0528  ___________________________________________________________________
 FW0528* NAD 83(1986)-  37 58 58.     (N)    075 17 18.     (W)     SCALED    
 FW0528* NAVD 88     -         1.212  (meters)       3.98   (feet)  ADJUSTED  
 FW0528  ___________________________________________________________________
 FW0528  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 FW0528  DYNAMIC HT  -           1.211 (meters)       3.97  (feet)  COMP
 FW0528  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 FW0528
 FW0528  VERT ORDER  -  SECOND    CLASS I
 FW0528
 FW0528.The horizontal coordinates were scaled from a topographic map and have
 FW0528.an estimated accuracy of +/- 6 seconds.
 FW0528
 FW0528.The orthometric height was determined by differential leveling
 FW0528.and adjusted by the National Geodetic Survey in June 1991..
 FW0528
 FW0528.The geoid height was determined by GEOID03.
 FW0528
 FW0528.The dynamic height is computed by dividing the NAVD 88
 FW0528.geopotential number by the normal gravity value computed on the
 FW0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0528.degrees latitude (g = 980.6199 gals.).
 FW0528
 FW0528.The modeled gravity was interpolated from observed gravity values.
 FW0528
 FW0528;                    North         East    Units  Estimated Accuracy
 FW0528;SPC VA S     - 1,187,850.    3,782,100.      MT  (+/- 180 meters Scaled)
 FW0528
 FW0528                          SUPERSEDED SURVEY CONTROL
 FW0528
 FW0528  NGVD 29 (??/??/??)    1.456  (m)            4.78   (f) ADJUSTED    2 1
 FW0528
 FW0528.Superseded values are not recommended for survey control.
 FW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0528.See file dsdata.txt to determine how the superseded data were derived.
 FW0528
 FW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH746039(NAD 83)
 FW0528_MARKER: DB = BENCH MARK DISK
 FW0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0528_SP_SET: 40 FEET
 FW0528_STAMPING: E 466 1977
 FW0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0528+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0528
 FW0528  HISTORY     - Date     Condition        Report By
 FW0528  HISTORY     - 1977     MONUMENTED       NGS
 FW0528  HISTORY     - 20031015 GOOD             USPSQD
 FW0528
 FW0528                          STATION DESCRIPTION
 FW0528
 FW0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0528'IN ASSATEAGUE ISLAND.
 FW0528'4.1 MILES SOUTHWEST ALONG THE SERVICE ROAD FROM THE STATE LINE
 FW0528'ON ASSATEAGUE ISLAND, 0.05 MILE SOUTHEAST OF A GRAVEL TURNAROUND
 FW0528'AREA, 21 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 FW0528
 FW0528                          STATION RECOVERY (2003)
 FW0528
 FW0528'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0528'STATION IS 1 FOOT S OF A METAL WITNESS POST AND IS PROTECTED BY A PVC
 FW0528'PIPE WITH COVER.
 FW0528' 
 FW0528' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3389 ***********************************************************************
 GV3389  DESIGNATION -  E 467
 GV3389  PID         -  GV3389
 GV3389  STATE/COUNTY-  VA/C OF RICHMOND
 GV3389  USGS QUAD   -  RICHMOND (1994)
 GV3389
 GV3389                         *CURRENT SURVEY CONTROL
 GV3389  ___________________________________________________________________
 GV3389* NAD 83(1986)-  37 31 59.     (N)    077 25 45.     (W)     SCALED    
 GV3389* NAVD 88     -         7.152  (meters)      23.46   (feet)  ADJUSTED  
 GV3389  ___________________________________________________________________
 GV3389  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GV3389  DYNAMIC HT  -           7.148 (meters)      23.45  (feet)  COMP
 GV3389  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 GV3389
 GV3389  VERT ORDER  -  FIRST     CLASS II
 GV3389
 GV3389.The horizontal coordinates were scaled from a topographic map and have
 GV3389.an estimated accuracy of +/- 6 seconds.
 GV3389
 GV3389.The orthometric height was determined by differential leveling
 GV3389.and adjusted by the National Geodetic Survey in June 1991..
 GV3389
 GV3389.The geoid height was determined by GEOID03.
 GV3389
 GV3389.The dynamic height is computed by dividing the NAVD 88
 GV3389.geopotential number by the normal gravity value computed on the
 GV3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3389.degrees latitude (g = 980.6199 gals.).
 GV3389
 GV3389.The modeled gravity was interpolated from observed gravity values.
 GV3389
 GV3389;                    North         East    Units  Estimated Accuracy
 GV3389;SPC VA S     - 1,133,680.    3,594,640.      MT  (+/- 180 meters Scaled)
 GV3389
 GV3389                          SUPERSEDED SURVEY CONTROL
 GV3389
 GV3389.No superseded survey control is available for this station.
 GV3389
 GV3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG853567(NAD 83)
 GV3389_MARKER: DV = VERTICAL CONTROL DISK
 GV3389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV3389_SP_SET: FREEWAY PILLAR
 GV3389_STAMPING: E 467 1978
 GV3389_MARK LOGO: NGS   
 GV3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3389+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3389
 GV3389  HISTORY     - Date     Condition        Report By
 GV3389  HISTORY     - 1978     MONUMENTED       NGS
 GV3389  HISTORY     - 1983     GOOD             NGS
 GV3389  HISTORY     - 19910422 GOOD             USPSQD
 GV3389  HISTORY     - 19940313 GOOD             USPSQD
 GV3389  HISTORY     - 19961006 GOOD             USPSQD
 GV3389  HISTORY     - 19971104 GOOD             NGS
 GV3389  HISTORY     - 20000220 GOOD             USPSQD
 GV3389  HISTORY     - 20040221 GOOD             USPSQD
 GV3389  HISTORY     - 20060313 GOOD             USPSQD
 GV3389
 GV3389                          STATION DESCRIPTION
 GV3389
 GV3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GV3389'IN RICHMOND.
 GV3389'ALONG THE SOUTH SIDE OF CARY STREET BETWEEN 15TH STREET AND 17TH
 GV3389'STREET.  SET HORIZONTALLY IN THE NORTH CORNER OF THE 8X8 FEET BASE
 GV3389'OF THE CENTER ONE OF THREE SUPPORT PILLARS FOR THE RICHMOND-PETERSBURG
 GV3389'TURNPIKE, U.S. HIGHWAY 95, ABOUT 500 FEET SOUTH  OF THE SOUTH CORNER
 GV3389'OF THE MAIN STREET RAILROAD STATION, 230 FEET NORTHWEST OF THE
 GV3389'CENTERLINE OF 17TH STREET, 38 FEET SOUTHWEST OF THE CENTERLINE OF
 GV3389'CARY STREET, 46 FEET WEST OF VEPCO POWER LINE POLE Q 136, AND 1
 GV3389'FOOT NORTH OF THE PILLAR.  NOTE=JUNCTION BENCH MARK.
 GV3389'THE MARK IS 6 FT ABOVE THE STREET.
 GV3389
 GV3389                          STATION RECOVERY (1983)
 GV3389
 GV3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV3389'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 GV3389'NOTE THAT THE CITY OF RICHMOND IS AN INDEPENDENT CITY AND IS NOT
 GV3389'INCLUDED IN HENRICO COUNTY.
 GV3389
 GV3389                          STATION RECOVERY (1991)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 1991 (DL)
 GV3389'RECOVERED IN GOOD CONDITION.
 GV3389
 GV3389                          STATION RECOVERY (1994)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3389'RECOVERED IN GOOD CONDITION.
 GV3389
 GV3389                          STATION RECOVERY (1996)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3389'RECOVERED IN GOOD CONDITION.
 GV3389
 GV3389                          STATION RECOVERY (1997)
 GV3389
 GV3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 GV3389'RECOVERED AS DESCRIBED.
 GV3389
 GV3389                          STATION RECOVERY (2000)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3389'RECOVERED IN GOOD CONDITION.
 GV3389
 GV3389                          STATION RECOVERY (2004)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3389'RECOVERED IN GOOD CONDITION.
 GV3389
 GV3389                          STATION RECOVERY (2006)
 GV3389
 GV3389'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2237 ***********************************************************************
 FX2237  DESIGNATION -  E 468
 FX2237  PID         -  FX2237
 FX2237  STATE/COUNTY-  VA/C OF SUFFOLK
 FX2237  USGS QUAD   -  BUCKHORN (1986)
 FX2237
 FX2237                         *CURRENT SURVEY CONTROL
 FX2237  ___________________________________________________________________
 FX2237* NAD 83(1986)-  36 43 39.     (N)    076 40 43.     (W)     SCALED    
 FX2237* NAVD 88     -        21.569  (meters)      70.76   (feet)  ADJUSTED  
 FX2237  ___________________________________________________________________
 FX2237  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 FX2237  DYNAMIC HT  -          21.552 (meters)      70.71  (feet)  COMP
 FX2237  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 FX2237  OBS GRAVITY -     979,869.2   (mgal)                       GRAV_OBS
 FX2237
 FX2237  VERT ORDER  -  FIRST     CLASS II
 FX2237
 FX2237.The horizontal coordinates were scaled from a topographic map and have
 FX2237.an estimated accuracy of +/- 6 seconds.
 FX2237
 FX2237.The orthometric height was determined by differential leveling
 FX2237.and adjusted by the National Geodetic Survey in June 1991..
 FX2237
 FX2237.The geoid height was determined by GEOID03.
 FX2237
 FX2237.The dynamic height is computed by dividing the NAVD 88
 FX2237.geopotential number by the normal gravity value computed on the
 FX2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2237.degrees latitude (g = 980.6199 gals.).
 FX2237
 FX2237.The modeled gravity was interpolated from observed gravity values.
 FX2237.The observed gravity was obtained from relative gravimeter ties
 FX2237.to the IGSN71 gravity network.
 FX2237
 FX2237;                    North         East    Units  Estimated Accuracy
 FX2237;SPC VA S     - 1,045,310.    3,662,690.      MT  (+/- 180 meters Scaled)
 FX2237
 FX2237                          SUPERSEDED SURVEY CONTROL
 FX2237
 FX2237.No superseded survey control is available for this station.
 FX2237
 FX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF501659(NAD 83)
 FX2237_MARKER: DB = BENCH MARK DISK
 FX2237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2237_SP_SET: STAINLESS STEEL ROD
 FX2237_STAMPING: E 468 1978
 FX2237_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2237_ROD/PIPE-DEPTH: 6.10 meters
 FX2237
 FX2237  HISTORY     - Date     Condition        Report By
 FX2237  HISTORY     - 1978     MONUMENTED       NGS
 FX2237
 FX2237                          STATION DESCRIPTION
 FX2237
 FX2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2237'3.3 MI EAST FROM BUCKHORN.
 FX2237'ABOUT 2.7 MILES EAST ALONG COUNTY ROAD 644 FROM THE JUNCTION OF
 FX2237'COUNTY ROAD 610 IN BUCKHORN, THENCE 0.4 MILE SOUTH ALONG A DIRT
 FX2237'ROAD TO THE CHARLES JOHNSON RESIDENCE, THENCE 0.2 MILE SOUTH THROUGH
 FX2237'YARD TO A RAILROAD CROSSING AND CROSS TRACKS, AND THENCE 0.6 MILE
 FX2237'EAST ALONG A FIELD ROAD AND THE SEABOARD COAST LINE RAILROAD.  SET AT
 FX2237'MILE POST 23.  ALSO 3.3 MILES EAST ALONG THE SEABOARD COAST LINE
 FX2237'RAILROAD FROM THE COUNTY ROAD 610 CROSSING IN BUCKHORN, 49 FEET
 FX2237'NORTH OF THE CENTER OF A FIELD ROAD, 31 FEET SOUTH OF A ROW OF PINE
 FX2237'TREES AND A DITCH ON THE SOUTH EDGE OF A CULTIVATED FIELD, 15 FEET
 FX2237'NORTH OF THE NORTH RAIL, AND 2.6 FEET NORTH OF MILE POST 23.
 FX2237'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2237'THE MARK IS 2 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2266 ***********************************************************************
 FX2266  DESIGNATION -  E 469
 FX2266  PID         -  FX2266
 FX2266  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2266  USGS QUAD   -  BOYKINS (1979)
 FX2266
 FX2266                         *CURRENT SURVEY CONTROL
 FX2266  ___________________________________________________________________
 FX2266* NAD 83(1986)-  36 34 25.     (N)    077 14 21.     (W)     SCALED    
 FX2266* NAVD 88     -        10.575  (meters)      34.69   (feet)  ADJUSTED  
 FX2266  ___________________________________________________________________
 FX2266  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 FX2266  DYNAMIC HT  -          10.567 (meters)      34.67  (feet)  COMP
 FX2266  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 FX2266
 FX2266  VERT ORDER  -  FIRST     CLASS II
 FX2266
 FX2266.The horizontal coordinates were scaled from a topographic map and have
 FX2266.an estimated accuracy of +/- 6 seconds.
 FX2266
 FX2266.The orthometric height was determined by differential leveling
 FX2266.and adjusted by the National Geodetic Survey in June 1991..
 FX2266
 FX2266.The geoid height was determined by GEOID03.
 FX2266
 FX2266.The dynamic height is computed by dividing the NAVD 88
 FX2266.geopotential number by the normal gravity value computed on the
 FX2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2266.degrees latitude (g = 980.6199 gals.).
 FX2266
 FX2266.The modeled gravity was interpolated from observed gravity values.
 FX2266
 FX2266;                    North         East    Units  Estimated Accuracy
 FX2266;SPC VA S     - 1,027,420.    3,612,850.      MT  (+/- 180 meters Scaled)
 FX2266
 FX2266                          SUPERSEDED SURVEY CONTROL
 FX2266
 FX2266.No superseded survey control is available for this station.
 FX2266
 FX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF996499(NAD 83)
 FX2266_MARKER: DB = BENCH MARK DISK
 FX2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2266_SP_SET: STAINLESS STEEL ROD
 FX2266_STAMPING: E 469 1978
 FX2266_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2266_ROD/PIPE-DEPTH: 7.32 meters
 FX2266
 FX2266  HISTORY     - Date     Condition        Report By
 FX2266  HISTORY     - 1978     MONUMENTED       NGS
 FX2266
 FX2266                          STATION DESCRIPTION
 FX2266
 FX2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2266'0.6 MI NE FROM BRANCHVILLE.
 FX2266'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 186 FROM ITS JUNC-
 FX2266'CENTERLINE OF THE HIGHWAY, 30 FEET NORTHWEST OF A DIRT ROAD LEAD-
 FX2266'ING NORTH, 4 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH
 FX2266'OF A FENCE.
 FX2266'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2266'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2150 ***********************************************************************
 FX2150  DESIGNATION -  E 470
 FX2150  PID         -  FX2150
 FX2150  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2150  USGS QUAD   -  PRINCESS ANNE (1989)
 FX2150
 FX2150                         *CURRENT SURVEY CONTROL
 FX2150  ___________________________________________________________________
 FX2150* NAD 83(1986)-  36 49 00.     (N)    076 06 32.     (W)     SCALED    
 FX2150* NAVD 88     -         3.186  (meters)      10.45   (feet)  ADJUSTED  
 FX2150  ___________________________________________________________________
 FX2150  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX2150  DYNAMIC HT  -           3.183 (meters)      10.44  (feet)  COMP
 FX2150  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 FX2150
 FX2150  VERT ORDER  -  FIRST     CLASS II
 FX2150
 FX2150.The horizontal coordinates were scaled from a topographic map and have
 FX2150.an estimated accuracy of +/- 6 seconds.
 FX2150
 FX2150.The orthometric height was determined by differential leveling
 FX2150.and adjusted by the National Geodetic Survey in June 1991..
 FX2150
 FX2150.The geoid height was determined by GEOID03.
 FX2150
 FX2150.The dynamic height is computed by dividing the NAVD 88
 FX2150.geopotential number by the normal gravity value computed on the
 FX2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2150.degrees latitude (g = 980.6199 gals.).
 FX2150
 FX2150.The modeled gravity was interpolated from observed gravity values.
 FX2150
 FX2150;                    North         East    Units  Estimated Accuracy
 FX2150;SPC VA S     - 1,056,340.    3,713,320.      MT  (+/- 180 meters Scaled)
 FX2150
 FX2150                          SUPERSEDED SURVEY CONTROL
 FX2150
 FX2150.No superseded survey control is available for this station.
 FX2150
 FX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF010751(NAD 83)
 FX2150_MARKER: DB = BENCH MARK DISK
 FX2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2150_SP_SET: STAINLESS STEEL ROD
 FX2150_STAMPING: E 470 1979
 FX2150_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2150_ROD/PIPE-DEPTH: 4.88 meters
 FX2150
 FX2150  HISTORY     - Date     Condition        Report By
 FX2150  HISTORY     - 1979     MONUMENTED       NGS
 FX2150
 FX2150                          STATION DESCRIPTION
 FX2150
 FX2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2150'5.9 MI NW FROM PRINCESS ANNE.
 FX2150'ABOUT 0.2 MILES NORTHEAST ALONG STATE HIGHWAY 149 FROM THE POST
 FX2150'OFFICE IN PRINCESS ANNE AND THENCE 5.7 MILES NORTHWEST ALONG HOLLAND
 FX2150'ROAD.  SET AT THE KEMPSVILLE CHAPEL AT THE BRICK WALL AROUND THE
 FX2150'CHAPEL SIGN,129 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH,
 FX2150'58 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHEAST
 FX2150'OF THE NORTHWEST CORNER OF THE WALL AROUND THE SIGN AND 1 FOOT WEST
 FX2150'OF THE WEST CURB OF THE PARKING LOT.
 FX2150'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2234 ***********************************************************************
 FX2234  DESIGNATION -  E 471
 FX2234  PID         -  FX2234
 FX2234  STATE/COUNTY-  VA/C OF SUFFOLK
 FX2234  USGS QUAD   -  CHUCKATUCK (1990)
 FX2234
 FX2234                         *CURRENT SURVEY CONTROL
 FX2234  ___________________________________________________________________
 FX2234* NAD 83(1986)-  36 45 11.     (N)    076 34 45.     (W)     SCALED    
 FX2234* NAVD 88     -        11.004  (meters)      36.10   (feet)  ADJUSTED  
 FX2234  ___________________________________________________________________
 FX2234  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FX2234  DYNAMIC HT  -          10.996 (meters)      36.08  (feet)  COMP
 FX2234  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 FX2234
 FX2234  VERT ORDER  -  FIRST     CLASS II
 FX2234
 FX2234.The horizontal coordinates were scaled from a topographic map and have
 FX2234.an estimated accuracy of +/- 6 seconds.
 FX2234
 FX2234.The orthometric height was determined by differential leveling
 FX2234.and adjusted by the National Geodetic Survey in June 1991..
 FX2234
 FX2234.The geoid height was determined by GEOID03.
 FX2234
 FX2234.The dynamic height is computed by dividing the NAVD 88
 FX2234.geopotential number by the normal gravity value computed on the
 FX2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2234.degrees latitude (g = 980.6199 gals.).
 FX2234
 FX2234.The modeled gravity was interpolated from observed gravity values.
 FX2234
 FX2234;                    North         East    Units  Estimated Accuracy
 FX2234;SPC VA S     - 1,048,320.    3,671,520.      MT  (+/- 180 meters Scaled)
 FX2234
 FX2234                          SUPERSEDED SURVEY CONTROL
 FX2234
 FX2234.No superseded survey control is available for this station.
 FX2234
 FX2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF590686(NAD 83)
 FX2234_MARKER: DB = BENCH MARK DISK
 FX2234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2234_SP_SET: STAINLESS STEEL ROD
 FX2234_STAMPING: E 471 1979
 FX2234_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2234_ROD/PIPE-DEPTH: 4.88 meters
 FX2234
 FX2234  HISTORY     - Date     Condition        Report By
 FX2234  HISTORY     - 1979     MONUMENTED       NGS
 FX2234
 FX2234                          STATION DESCRIPTION
 FX2234
 FX2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2234'1.3 MI NE FROM SUFFOLK.
 FX2234'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 FX2234'U.S. HIGHWAY 58 AND THE COURT HOUSE IN SUFFOLK, AND THENCE ABOUT 0.3
 FX2234'MILE EAST ALONG THE DRIVEWAY TO THE VIRGINIA DEPARTMENT OF HIGHWAY
 FX2234'AND TRANSPORTATION, SUFFOLK HEADQUARTERS.  SET AT THE NORTHWEST
 FX2234'CORNER OF A FENCE AROUND AREA ONE.  BENCH MARK IS 300 FEET NORTH
 FX2234'OF BENCH MARK F 471, 57 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 FX2234'AND GATE AT AREA ONE, 12 FEET NORTH OF A POWER POLE WITH METER BOX
 FX2234'NUMBER 5 AND A STREET LIGHT, AND 1 FOOT WEST OF THE NORTHWEST CORNER
 FX2234'OF THE FENCE.
 FX2234'THE MARK IS 1 FT  W FROM  A SIGN ON THE FENCE
 FX2234'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1771 ***********************************************************************
 FY1771  DESIGNATION -  E 472
 FY1771  PID         -  FY1771
 FY1771  STATE/COUNTY-  VA/MECKLENBURG
 FY1771  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1771
 FY1771                         *CURRENT SURVEY CONTROL
 FY1771  ___________________________________________________________________
 FY1771* NAD 83(1986)-  36 35 46.     (N)    078 32 57.     (W)     SCALED    
 FY1771* NAVD 88     -       122.190  (meters)     400.88   (feet)  ADJUSTED  
 FY1771  ___________________________________________________________________
 FY1771  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FY1771  DYNAMIC HT  -         122.096 (meters)     400.58  (feet)  COMP
 FY1771  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FY1771
 FY1771  VERT ORDER  -  FIRST     CLASS II
 FY1771
 FY1771.The horizontal coordinates were scaled from a topographic map and have
 FY1771.an estimated accuracy of +/- 6 seconds.
 FY1771
 FY1771.The orthometric height was determined by differential leveling
 FY1771.and adjusted by the National Geodetic Survey in June 1991..
 FY1771
 FY1771.The geoid height was determined by GEOID03.
 FY1771
 FY1771.The dynamic height is computed by dividing the NAVD 88
 FY1771.geopotential number by the normal gravity value computed on the
 FY1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1771.degrees latitude (g = 980.6199 gals.).
 FY1771
 FY1771.The modeled gravity was interpolated from observed gravity values.
 FY1771
 FY1771;                    North         East    Units  Estimated Accuracy
 FY1771;SPC VA S     - 1,029,160.    3,495,600.      MT  (+/- 180 meters Scaled)
 FY1771
 FY1771                          SUPERSEDED SURVEY CONTROL
 FY1771
 FY1771  NGVD 29 (03/05/92)  122.453  (m)          401.75   (f) ADJUSTED    1 2
 FY1771
 FY1771.Superseded values are not recommended for survey control.
 FY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1771.See file dsdata.txt to determine how the superseded data were derived.
 FY1771
 FY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA192528(NAD 83)
 FY1771_MARKER: DB = BENCH MARK DISK
 FY1771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1771_SP_SET: STAINLESS STEEL ROD
 FY1771_STAMPING: E 472 1978
 FY1771_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1771+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 FY1771_ROD/PIPE-DEPTH: 4.57 meters
 FY1771
 FY1771  HISTORY     - Date     Condition        Report By
 FY1771  HISTORY     - 1978     MONUMENTED       NGS
 FY1771  HISTORY     - 1985     GOOD             USPSQD
 FY1771  HISTORY     - 1987     GOOD             USPSQD
 FY1771  HISTORY     - 1987     GOOD             USPSQD
 FY1771  HISTORY     - 20051026 GOOD             USPSQD
 FY1771
 FY1771                          STATION DESCRIPTION
 FY1771
 FY1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1771'2.6 MI SOUTH FROM CLARKSVILLE.
 FY1771'ABOUT 2.6 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 FY1771'CLARKSVILLE.  SET AT THE SOUTH END OF A CUT BANK AND ON THE OUTSIDE
 FY1771'OF THE SOUTH END OF A CURVE IN THE ROAD, ON THE EXTENDED CENTERLINE
 FY1771'OF A DIRT ROAD LEADING SOUTHWEST, 138 FEET NORTH OF THE NORTH END OF
 FY1771'THE EAST STEEL GUARD RAIL, 73 FEET NORTH OF A CABLE BOX, 45.2 FEET
 FY1771'EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE SOUTH
 FY1771'END OF THE CUT BANK, AND 5 FEET WEST OF THE WOODS.
 FY1771'THE MARK IS 2 FT  S FROM A WITNESS POST.
 FY1771'THE MARK IS 1 FT BELOW THE CENTERLINE.
 FY1771
 FY1771                          STATION RECOVERY (1985)
 FY1771
 FY1771'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1771'50 DEGREE FROM INTERSECTION STATE ROAD 722 AND US 15 14' 110 DEGREE
 FY1771'FROM POWER POLE A 16953.
 FY1771
 FY1771                          STATION RECOVERY (1987)
 FY1771
 FY1771'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB)
 FY1771'RECOVERED IN GOOD CONDITION.
 FY1771
 FY1771                          STATION RECOVERY (1987)
 FY1771
 FY1771'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1771'RECOVERED IN GOOD CONDITION.
 FY1771
 FY1771                          STATION RECOVERY (2005)
 FY1771
 FY1771'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1796 ***********************************************************************
 FY1796  DESIGNATION -  E 473
 FY1796  PID         -  FY1796
 FY1796  STATE/COUNTY-  VA/LUNENBURG
 FY1796  USGS QUAD   -  FORT MITCHELL (1990)
 FY1796
 FY1796                         *CURRENT SURVEY CONTROL
 FY1796  ___________________________________________________________________
 FY1796* NAD 83(1986)-  36 54 50.     (N)    078 28 16.     (W)     SCALED    
 FY1796* NAVD 88     -       167.083  (meters)     548.17   (feet)  ADJUSTED  
 FY1796  ___________________________________________________________________
 FY1796  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FY1796  DYNAMIC HT  -         166.961 (meters)     547.77  (feet)  COMP
 FY1796  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 FY1796
 FY1796  VERT ORDER  -  FIRST     CLASS II
 FY1796
 FY1796.The horizontal coordinates were scaled from a topographic map and have
 FY1796.an estimated accuracy of +/- 6 seconds.
 FY1796
 FY1796.The orthometric height was determined by differential leveling
 FY1796.and adjusted by the National Geodetic Survey in June 1991..
 FY1796
 FY1796.The geoid height was determined by GEOID03.
 FY1796
 FY1796.The dynamic height is computed by dividing the NAVD 88
 FY1796.geopotential number by the normal gravity value computed on the
 FY1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1796.degrees latitude (g = 980.6199 gals.).
 FY1796
 FY1796.The modeled gravity was interpolated from observed gravity values.
 FY1796
 FY1796;                    North         East    Units  Estimated Accuracy
 FY1796;SPC VA S     - 1,064,430.    3,502,570.      MT  (+/- 180 meters Scaled)
 FY1796
 FY1796                          SUPERSEDED SURVEY CONTROL
 FY1796
 FY1796.No superseded survey control is available for this station.
 FY1796
 FY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA252883(NAD 83)
 FY1796_MARKER: DB = BENCH MARK DISK
 FY1796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1796_SP_SET: STAINLESS STEEL ROD
 FY1796_STAMPING: E 473 1978
 FY1796_PROJECTION: FLUSH
 FY1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1796_ROD/PIPE-DEPTH: 4.88 meters
 FY1796
 FY1796  HISTORY     - Date     Condition        Report By
 FY1796  HISTORY     - 1978     MONUMENTED       NGS
 FY1796  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FY1796
 FY1796                          STATION DESCRIPTION
 FY1796
 FY1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1796'0.9 MI SE FROM FORT MITCHELL.
 FY1796'ABOUT 0.9 MILE SOUTHEAST ALONG COUNTY ROAD 632 FROM ITS JUNCTION
 FY1796'WITH THE SOUTHERN RAILROAD IN FORT MITCHELL.  SET AT THE JUNCTION OF
 FY1796'COUNTY ROADS 630, 632, AND 760, 94.5 FEET SOUTHWEST OF AND ACROSS
 FY1796'THE ROAD FROM THE SOUTH CORNER OF THE SALEM CHRISTIAN CHURCH, 31 FEET
 FY1796'NORTH-NORTHWEST OF THE CENTER OF ROAD 760, 33.5 FEET WEST-SOUTHWEST
 FY1796'OF THE CENTERLINE OF ROAD 632, 21.2 FEET EAST-NORTHEAST OF A METER
 FY1796'POLE, NUMBER J1-206-L67-L1A-S1, AND 3 FEET WEST OF A TRANS POLE,
 FY1796'NUMBER J1-206-L67-L1A, WITH 1 GUY WIRE.
 FY1796'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FY1796'THE MARK IS ABOVE LEVEL WITH ROAD 632.
 FY1796
 FY1796                          STATION RECOVERY (2001)
 FY1796
 FY1796'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FY1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3466 ***********************************************************************
 GV3466  DESIGNATION -  E 474
 GV3466  PID         -  GV3466
 GV3466  STATE/COUNTY-  VA/C OF RICHMOND
 GV3466  USGS QUAD   -  RICHMOND (1994)
 GV3466
 GV3466                         *CURRENT SURVEY CONTROL
 GV3466  ___________________________________________________________________
 GV3466* NAD 83(1986)-  37 31 06.     (N)    077 26 57.     (W)     SCALED    
 GV3466* NAVD 88     -        32.980  (meters)     108.20   (feet)  ADJUSTED  
 GV3466  ___________________________________________________________________
 GV3466  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV3466  DYNAMIC HT  -          32.957 (meters)     108.13  (feet)  COMP
 GV3466  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 GV3466
 GV3466  VERT ORDER  -  FIRST     CLASS II
 GV3466
 GV3466.The horizontal coordinates were scaled from a topographic map and have
 GV3466.an estimated accuracy of +/- 6 seconds.
 GV3466
 GV3466.The orthometric height was determined by differential leveling
 GV3466.and adjusted by the National Geodetic Survey in June 1991..
 GV3466
 GV3466.The geoid height was determined by GEOID03.
 GV3466
 GV3466.The dynamic height is computed by dividing the NAVD 88
 GV3466.geopotential number by the normal gravity value computed on the
 GV3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3466.degrees latitude (g = 980.6199 gals.).
 GV3466
 GV3466.The modeled gravity was interpolated from observed gravity values.
 GV3466
 GV3466;                    North         East    Units  Estimated Accuracy
 GV3466;SPC VA S     - 1,132,020.    3,592,890.      MT  (+/- 180 meters Scaled)
 GV3466
 GV3466                          SUPERSEDED SURVEY CONTROL
 GV3466
 GV3466.No superseded survey control is available for this station.
 GV3466
 GV3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG835551(NAD 83)
 GV3466_MARKER: DB = BENCH MARK DISK
 GV3466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3466_SP_SET: STAINLESS STEEL ROD
 GV3466_STAMPING: E 474 1979
 GV3466_PROJECTION: FLUSH
 GV3466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3466_ROD/PIPE-DEPTH: 4.57 meters
 GV3466
 GV3466  HISTORY     - Date     Condition        Report By
 GV3466  HISTORY     - 1979     MONUMENTED       NGS
 GV3466  HISTORY     - 19951002 MARK NOT FOUND   USPSQD
 GV3466  HISTORY     - 20000302 MARK NOT FOUND   USPSQD
 GV3466  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV3466
 GV3466                          STATION DESCRIPTION
 GV3466
 GV3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3466'0.9 MI SW FROM RICHMOND.
 GV3466'ABOUT 0.9 MILE SOUTHWEST ALONG HULL STREET (U.S. HIGHWAY 360) FROM
 GV3466'ITS JUNCTION WITH THE SOUTHERN RAILROAD IN RICHMOND.  SET ON THE
 GV3466'WEST CORNER OF THE INTERSECTION OF HULL STREET, JEFFERSON DAVIS
 GV3466'HIGHWAY AND COWARDIN AVENUE, AT A TRANSPOLE WITH A LAMP AND LINES
 GV3466'CROSSING THE HIGHWAY, 72 FEET NORTHWEST OF THE CENTERLINE OF HULL
 GV3466'STREET, 48 FEET SOUTHWEST OF THE CENTERLINE OF COWARDIN AVENUE, 46.5
 GV3466'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE TERRY AND SHAKLEFORD
 GV3466'RESTAURANT, AND 8.5 FEET SOUTHWEST OF A FIRE HYDRANT.
 GV3466'THE MARK IS ABOVE LEVEL WITH COWARDIN AVENUE.
 GV3466
 GV3466                          STATION RECOVERY (1995)
 GV3466
 GV3466'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3466'MARK NOT FOUND.
 GV3466
 GV3466                          STATION RECOVERY (2000)
 GV3466
 GV3466'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3466'MARK NOT FOUND.
 GV3466
 GV3466                          STATION RECOVERY (2004)
 GV3466
 GV3466'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3441 ***********************************************************************
 GV3441  CBN         -  This is a Cooperative Base Network Control Station.
 GV3441  DESIGNATION -  E 475
 GV3441  PID         -  GV3441
 GV3441  STATE/COUNTY-  VA/POWHATAN
 GV3441  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV3441
 GV3441                         *CURRENT SURVEY CONTROL
 GV3441  ___________________________________________________________________
 GV3441* NAD 83(1993)-  37 31 19.41677(N)    077 49 19.28493(W)     ADJUSTED  
 GV3441* NAVD 88     -       124.662  (meters)     409.00   (feet)  ADJUSTED  
 GV3441  ___________________________________________________________________
 GV3441  X           -   1,068,454.386 (meters)                     COMP
 GV3441  Y           -  -4,951,010.095 (meters)                     COMP
 GV3441  Z           -   3,863,562.592 (meters)                     COMP
 GV3441  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 GV3441  ELLIP HEIGHT-          92.49  (meters)          (07/14/04) GPS OBS
 GV3441  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GV3441  DYNAMIC HT  -         124.577 (meters)     408.72  (feet)  COMP
 GV3441  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 GV3441
 GV3441  HORZ ORDER  -  A
 GV3441  VERT ORDER  -  FIRST     CLASS II
 GV3441  ELLP ORDER  -  THIRD     CLASS II
 GV3441
 GV3441.The horizontal coordinates were established by GPS observations
 GV3441.and adjusted by the National Geodetic Survey in July 2004..
 GV3441
 GV3441.The orthometric height was determined by differential leveling
 GV3441.and adjusted by the National Geodetic Survey in June 1991..
 GV3441
 GV3441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV3441
 GV3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3441
 GV3441.The ellipsoidal height was determined by GPS observations
 GV3441.and is referenced to NAD 83.
 GV3441
 GV3441.The geoid height was determined by GEOID03.
 GV3441
 GV3441.The dynamic height is computed by dividing the NAVD 88
 GV3441.geopotential number by the normal gravity value computed on the
 GV3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3441.degrees latitude (g = 980.6199 gals.).
 GV3441
 GV3441.The modeled gravity was interpolated from observed gravity values.
 GV3441
 GV3441;                    North         East     Units Scale Factor Converg.
 GV3441;SPC VA S     - 1,132,134.708 3,559,929.154   MT  0.99994903   +0 24 41.3
 GV3441;SPC VA S     - 3,714,345.29 11,679,534.23   sFT  0.99994903   +0 24 41.3
 GV3441;UTM  18      - 4,156,531.206   250,608.264   MT  1.00036618   -1 43 10.9
 GV3441
 GV3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3441!SPC VA S     -   0.99998549  x   0.99994903  =   0.99993452
 GV3441!UTM  18      -   0.99998549  x   1.00036618  =   1.00035166
 GV3441
 GV3441                          SUPERSEDED SURVEY CONTROL
 GV3441
 GV3441  NAD 83(1993)-  37 31 19.41692(N)    077 49 19.28494(W) AD(       ) A
 GV3441  ELLIP H (08/14/01)   92.49   (m)                       GP(       ) 4 1
 GV3441  NAVD 88 (08/14/01)  124.66   (m)          409.0    (f) LEVELING    3  
 GV3441
 GV3441.Superseded values are not recommended for survey control.
 GV3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3441.See file dsdata.txt to determine how the superseded data were derived.
 GV3441
 GV3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG5060856531(NAD 83)
 GV3441_MARKER: DV = VERTICAL CONTROL DISK
 GV3441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3441_SP_SET: STAINLESS STEEL ROD
 GV3441_STAMPING: E 475 1979
 GV3441_MARK LOGO: NGS   
 GV3441_PROJECTION: FLUSH
 GV3441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV3441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3441+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 GV3441_ROD/PIPE-DEPTH: 4.57 meters
 GV3441
 GV3441  HISTORY     - Date     Condition        Report By
 GV3441  HISTORY     - 1979     MONUMENTED       NGS
 GV3441  HISTORY     - 19941029 GOOD             USPSQD
 GV3441  HISTORY     - 20000225 GOOD             VADOT
 GV3441  HISTORY     - 20000304 GOOD             USPSQD
 GV3441  HISTORY     - 20041001 GOOD             USPSQD
 GV3441
 GV3441                          STATION DESCRIPTION
 GV3441
 GV3441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3441'IN FLAT ROCK.
 GV3441'IN FLAT ROCK, MARK IS SET AT A LINE CROSSING THE HIGHWAY AT POLE
 GV3441'NUMBER 129723 WITH ONE GUY WIRE AND A STREET LAMP, 298 FEET EAST OF
 GV3441'THE CENTERLINE OF COUNTY ROAD 622, 166 FEET WEST-NORTHWEST
 GV3441'OF THE NORTHWEST CORNER OF THE CENTRAL VIRGINIA BANK, 68.5 FEET NORTH-
 GV3441'NORTHEAST OF THE NORTHEAST CORNER OF MAYS SUPER MARKET, 37 FEET SOUTH
 GV3441'OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY 60, AND 1.5 FEET
 GV3441'EAST OF THE UTILITY POLE.
 GV3441'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GV3441
 GV3441                          STATION RECOVERY (1994)
 GV3441
 GV3441'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3441'RECOVERED IN GOOD CONDITION.
 GV3441
 GV3441                          STATION RECOVERY (2000)
 GV3441
 GV3441'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (JA)
 GV3441'RECOVERED AS DESCRIBED.
 GV3441
 GV3441                          STATION RECOVERY (2000)
 GV3441
 GV3441'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3441'RECOVERED IN GOOD CONDITION.
 GV3441
 GV3441                          STATION RECOVERY (2004)
 GV3441
 GV3441'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1934 ***********************************************************************
 GW1934  DESIGNATION -  E 476
 GW1934  PID         -  GW1934
 GW1934  STATE/COUNTY-  VA/AMELIA
 GW1934  USGS QUAD   -  JETERSVILLE (1968)
 GW1934
 GW1934                         *CURRENT SURVEY CONTROL
 GW1934  ___________________________________________________________________
 GW1934* NAD 83(1986)-  37 16 26.     (N)    078 07 12.     (W)     SCALED    
 GW1934* NAVD 88     -       127.833  (meters)     419.40   (feet)  ADJUSTED  
 GW1934  ___________________________________________________________________
 GW1934  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 GW1934  DYNAMIC HT  -         127.741 (meters)     419.10  (feet)  COMP
 GW1934  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 GW1934  OBS GRAVITY -     979,918.7   (mgal)                       GRAV_OBS
 GW1934
 GW1934  VERT ORDER  -  FIRST     CLASS II
 GW1934
 GW1934.The horizontal coordinates were scaled from a topographic map and have
 GW1934.an estimated accuracy of +/- 6 seconds.
 GW1934
 GW1934.The orthometric height was determined by differential leveling
 GW1934.and adjusted by the National Geodetic Survey in June 1991..
 GW1934
 GW1934.The geoid height was determined by GEOID03.
 GW1934
 GW1934.The dynamic height is computed by dividing the NAVD 88
 GW1934.geopotential number by the normal gravity value computed on the
 GW1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1934.degrees latitude (g = 980.6199 gals.).
 GW1934
 GW1934.The modeled gravity was interpolated from observed gravity values.
 GW1934.The observed gravity was obtained from relative gravimeter ties
 GW1934.to the IGSN71 gravity network.
 GW1934
 GW1934;                    North         East    Units  Estimated Accuracy
 GW1934;SPC VA S     - 1,104,450.    3,533,700.      MT  (+/- 180 meters Scaled)
 GW1934
 GW1934                          SUPERSEDED SURVEY CONTROL
 GW1934
 GW1934.No superseded survey control is available for this station.
 GW1934
 GW1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB553291(NAD 83)
 GW1934_MARKER: DB = BENCH MARK DISK
 GW1934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1934_SP_SET: RAILROAD OVERPASS PIER
 GW1934_STAMPING: E 476 1979
 GW1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1934+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW1934
 GW1934  HISTORY     - Date     Condition        Report By
 GW1934  HISTORY     - 1979     MONUMENTED       NGS
 GW1934  HISTORY     - 19950124 GOOD             USPSQD
 GW1934  HISTORY     - 20000304 GOOD             USPSQD
 GW1934  HISTORY     - 20041027 GOOD             USPSQD
 GW1934
 GW1934                          STATION DESCRIPTION
 GW1934
 GW1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1934'8.1 MI NE FROM BURKEVILLE.
 GW1934'ABOUT 0.6 MILE EAST ALONG COUNTY ROAD 621 FROM THE RAILROAD STATION
 GW1934'IN BURKVILLE, AND THENCE ABOUT 7.5 MILES EAST ALONG U.S. HIGHWAY 360
 GW1934'EAST.  MARK IS SET VERTICALLY IN THE OVERPASS BRIDGE OF THE SOUTHERN
 GW1934'RAILROAD, IN THE NORTHWEST FACE OF THE NORTHEAST MOST ONE OF THREE
 GW1934'PIERS SOUTHEAST OF THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTERLINE
 GW1934'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 38 FEET SOUTHWEST OF THE
 GW1934'NORTHEAST END OF A METAL GUARD RAIL.  NOTE=ALSO 9.2 MILES SOUTHWEST
 GW1934'OF AMELIA COURT HOUSE ALONG U.S. HIGHWAY 360 WEST.
 GW1934'THE MARK IS 3 FT ABOVE THE GROUND.
 GW1934
 GW1934                          STATION RECOVERY (1995)
 GW1934
 GW1934'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1934'RECOVERED IN GOOD CONDITION.
 GW1934
 GW1934                          STATION RECOVERY (2000)
 GW1934
 GW1934'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW1934'RECOVERED IN GOOD CONDITION.
 GW1934
 GW1934                          STATION RECOVERY (2004)
 GW1934
 GW1934'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1428 ***********************************************************************
 GV1428  DESIGNATION -  E 49
 GV1428  PID         -  GV1428
 GV1428  STATE/COUNTY-  VA/HENRICO
 GV1428  USGS QUAD   -  SEVEN PINES (1994)
 GV1428
 GV1428                         *CURRENT SURVEY CONTROL
 GV1428  ___________________________________________________________________
 GV1428* NAD 83(1986)-  37 31 27.     (N)    077 16 33.     (W)     SCALED    
 GV1428* NAVD 88     -        45.782  (meters)     150.20   (feet)  ADJUSTED  
 GV1428  ___________________________________________________________________
 GV1428  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GV1428  DYNAMIC HT  -          45.751 (meters)     150.10  (feet)  COMP
 GV1428  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 GV1428
 GV1428  VERT ORDER  -  SECOND    CLASS 0
 GV1428
 GV1428.The horizontal coordinates were scaled from a topographic map and have
 GV1428.an estimated accuracy of +/- 6 seconds.
 GV1428
 GV1428.The orthometric height was determined by differential leveling
 GV1428.and adjusted by the National Geodetic Survey in June 1991..
 GV1428
 GV1428.The geoid height was determined by GEOID03.
 GV1428
 GV1428.The dynamic height is computed by dividing the NAVD 88
 GV1428.geopotential number by the normal gravity value computed on the
 GV1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1428.degrees latitude (g = 980.6199 gals.).
 GV1428
 GV1428.The modeled gravity was interpolated from observed gravity values.
 GV1428
 GV1428;                    North         East    Units  Estimated Accuracy
 GV1428;SPC VA S     - 1,132,860.    3,608,200.      MT  (+/- 180 meters Scaled)
 GV1428
 GV1428                          SUPERSEDED SURVEY CONTROL
 GV1428
 GV1428  NGVD 29 (??/??/??)   46.093  (m)          151.22   (f) ADJUSTED    2 0
 GV1428
 GV1428.Superseded values are not recommended for survey control.
 GV1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1428.See file dsdata.txt to determine how the superseded data were derived.
 GV1428
 GV1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG988554(NAD 83)
 GV1428_MARKER: DB = BENCH MARK DISK
 GV1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1428_STAMPING: 151.223 E 49 1934
 GV1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1428+STABILITY: SURFACE MOTION
 GV1428
 GV1428  HISTORY     - Date     Condition        Report By
 GV1428  HISTORY     - 1934     MONUMENTED       CGS
 GV1428  HISTORY     - 1963     GOOD             CGS
 GV1428  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV1428  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV1428  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1428
 GV1428                          STATION DESCRIPTION
 GV1428
 GV1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1428'1.9 MI W FROM MEADOW.
 GV1428'1.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GV1428'MEADOW, HENRICO COUNTY, 0.1 MILE EAST OF MILEPOST 149, AT A ROAD
 GV1428'CROSSING, 36 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24
 GV1428'FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE,
 GV1428'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 GV1428'DISK, STAMPED 151.223 E 49 1934 AND SET IN THE TOP OF A CONCRETE
 GV1428'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MARK IS NOW 36
 GV1428'FEET EAST OF THE CENTERLINE OF THE ROAD AND 0.5 FOOT EAST OF A
 GV1428'STEEL WITNESS POST.
 GV1428
 GV1428                          STATION RECOVERY (1996)
 GV1428
 GV1428'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1428'MARK NOT FOUND.
 GV1428
 GV1428                          STATION RECOVERY (2000)
 GV1428
 GV1428'RECOVERY NOTE BY US POWER SQUADRON 2000 (NMC)
 GV1428'MARK NOT FOUND.
 GV1428
 GV1428                          STATION RECOVERY (2005)
 GV1428
 GV1428'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7925 ***********************************************************************
 HV7925  DESIGNATION -  E 493
 HV7925  PID         -  HV7925
 HV7925  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7925  USGS QUAD   -  GUINEA (1966)
 HV7925
 HV7925                         *CURRENT SURVEY CONTROL
 HV7925  ___________________________________________________________________
 HV7925* NAD 83(1986)-  38 14 42.     (N)    077 27 02.     (W)     SCALED    
 HV7925* NAVD 88     -        65.976  (meters)     216.46   (feet)  ADJUSTED  
 HV7925  ___________________________________________________________________
 HV7925  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV7925  DYNAMIC HT  -          65.935 (meters)     216.32  (feet)  COMP
 HV7925  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 HV7925
 HV7925  VERT ORDER  -  FIRST     CLASS 0
 HV7925
 HV7925.The horizontal coordinates were scaled from a topographic map and have
 HV7925.an estimated accuracy of +/- 6 seconds.
 HV7925
 HV7925.The orthometric height was determined by differential leveling
 HV7925.and adjusted by the National Geodetic Survey in June 1991..
 HV7925
 HV7925.The geoid height was determined by GEOID03.
 HV7925
 HV7925.The dynamic height is computed by dividing the NAVD 88
 HV7925.geopotential number by the normal gravity value computed on the
 HV7925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7925.degrees latitude (g = 980.6199 gals.).
 HV7925
 HV7925.The modeled gravity was interpolated from observed gravity values.
 HV7925
 HV7925;                    North         East    Units  Estimated Accuracy
 HV7925;SPC VA N     - 2,064,720.    3,591,860.      MT  (+/- 180 meters Scaled)
 HV7925
 HV7925                          SUPERSEDED SURVEY CONTROL
 HV7925
 HV7925  NGVD 29 (??/??/??)   66.223  (m)          217.27   (f) ADJUSTED    1 0
 HV7925
 HV7925.Superseded values are not recommended for survey control.
 HV7925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7925.See file dsdata.txt to determine how the superseded data were derived.
 HV7925
 HV7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH855358(NAD 83)
 HV7925_MARKER: I = METAL ROD
 HV7925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7925_SP_SET: STAINLESS STEEL ROD
 HV7925_STAMPING: E 493 1981
 HV7925_MARK LOGO: NGS   
 HV7925_PROJECTION: FLUSH
 HV7925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7925+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7925_ROD/PIPE-DEPTH: 5    meters
 HV7925
 HV7925  HISTORY     - Date     Condition        Report By
 HV7925  HISTORY     - 1981     MONUMENTED       NGS
 HV7925  HISTORY     - 1983     GOOD             NGS
 HV7925  HISTORY     - 19910828 GOOD             NGS
 HV7925  HISTORY     - 19981024 GOOD             USPSQD
 HV7925
 HV7925                          STATION DESCRIPTION
 HV7925
 HV7925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7925'5.3 KM (3.3 MI.) SE FROM FOUR MILE FORK.
 HV7925'0.6 KM. (0.4 MI.) SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 HV7925'OF U.S. HIGHWAY 1, ALT U.S. HIGHWAY 1, AND STATE HIGHWAY 208, IN
 HV7925'FOUR MILE FORK, TO THE JUNCTION OF STATE HIGHWAY 636 (MINE ROAD),
 HV7925'THENCE 4.7 KM. (2.9 MI.) EASTALONG STATE HIGHWAY 636 (MINE ROAD),
 HV7925'6.2 M. (20.2 FT.) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 636
 HV7925'(MINE ROAD), 0.6 M. (2.0 FT.) NORTH OF A METAL CABLE BOX NO
 HV7925'403 + 75, 13.4 M. (43.8 FT. ) NORTHWEST OF A TELEPHONE POLE WITH
 HV7925'BRACE POLE, AND 0.5 M. (1.5 FT.) NORTHEAST OF FENCE.
 HV7925'DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 HV7925'A 13-CM. LOGO CAP.
 HV7925'A STAINLESS STEEL ROD SET TO THE DEPTH OF 16.0 FEET ENCASED
 HV7925'IN A PIPE FLUSH WITH GROUND.
 HV7925
 HV7925                          STATION RECOVERY (1983)
 HV7925
 HV7925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7925'RECOVERED IN GOOD CONDITION.
 HV7925
 HV7925                          STATION RECOVERY (1991)
 HV7925
 HV7925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7925'FROM THE INTERSECTION OF US HIGHWAY 1 AND US HIGHWAY 17 BYPASS SOUTH
 HV7925'OF FREDERICKSBURG GO NORTH ON US HWY 1 FOR 1.5 MI (2.4 KM) TO THE
 HV7925'JUNCTION OF STATE ROUTE 636 (MINE ROAD).  TURN RIGHT AND GO EAST ON
 HV7925'STATE ROUTE 636 (MINE ROAD) FOR 2.95 MI (4.75 KM) TO THE MARK ON THE
 HV7925'RIGHT JUST BEFORE A GRAVEL DRIVEWAY FOR NO. 3220 MINE ROAD.  THE
 HV7925'MARK IS A STAINLESS STEEL ROD SET INSIDE AN NGS LOGO CAP FLUSH WITH
 HV7925'THE GROUND.  1.3 FT (0.4 M) EAST OF A WITNESS POST 2.0 FT (0.6 M)
 HV7925'NORTH OF A FENCE CORNER 6.0 FT (1.8 M) NORTH OF A TELEPHONE COMPANY
 HV7925'JUNCTION BOX 9.0 FT (2.7 M) SOUTH OF THE SOUTH EDGE OF MINE ROAD 43
 HV7925'FT (13.1 M) WEST OF OF A POWERLINE POLE NO. 411-04-238-100 179 FT
 HV7925'(54.6 M) WEST OF THE C/L OF GRAVEL DRIVEWAY FOR NO. 3220 MINE ROAD
 HV7925
 HV7925                          STATION RECOVERY (1998)
 HV7925
 HV7925'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1984 ***********************************************************************
 GW1984  DESIGNATION -  E 494
 GW1984  PID         -  GW1984
 GW1984  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW1984  USGS QUAD   -  LYNCHBURG (1984)
 GW1984
 GW1984                         *CURRENT SURVEY CONTROL
 GW1984  ___________________________________________________________________
 GW1984* NAD 83(1986)-  37 23 38.     (N)    079 09 27.     (W)     SCALED    
 GW1984* NAVD 88     -       217.426  (meters)     713.34   (feet)  ADJUSTED  
 GW1984  ___________________________________________________________________
 GW1984  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW1984  DYNAMIC HT  -         217.264 (meters)     712.81  (feet)  COMP
 GW1984  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 GW1984
 GW1984  VERT ORDER  -  FIRST     CLASS II
 GW1984
 GW1984.The horizontal coordinates were scaled from a topographic map and have
 GW1984.an estimated accuracy of +/- 6 seconds.
 GW1984
 GW1984.The orthometric height was determined by differential leveling
 GW1984.and adjusted by the National Geodetic Survey in June 1991..
 GW1984
 GW1984.The geoid height was determined by GEOID03.
 GW1984
 GW1984.The dynamic height is computed by dividing the NAVD 88
 GW1984.geopotential number by the normal gravity value computed on the
 GW1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1984.degrees latitude (g = 980.6199 gals.).
 GW1984
 GW1984.The modeled gravity was interpolated from observed gravity values.
 GW1984
 GW1984;                    North         East    Units  Estimated Accuracy
 GW1984;SPC VA S     - 1,117,900.    3,441,780.      MT  (+/- 180 meters Scaled)
 GW1984
 GW1984                          SUPERSEDED SURVEY CONTROL
 GW1984
 GW1984.No superseded survey control is available for this station.
 GW1984
 GW1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB630401(NAD 83)
 GW1984_MARKER: DB = BENCH MARK DISK
 GW1984_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW1984_SP_SET: ABUTMENT
 GW1984_STAMPING: E 494 1983
 GW1984_MARK LOGO: NGS   
 GW1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1984
 GW1984  HISTORY     - Date     Condition        Report By
 GW1984  HISTORY     - 1983     MONUMENTED       NGS
 GW1984  HISTORY     - 19910211 MARK NOT FOUND   LOCENG
 GW1984
 GW1984                          STATION DESCRIPTION
 GW1984
 GW1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW1984'1.0 KM (0.6 MI) SOUTH FROM LYNCHBURG.
 GW1984'1.0 KM (0.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF
 GW1984'U.S. HIGHWAYS 460 AND 501 IN LYNCHBURG TO THE MARK ON THE RIGHT, IN
 GW1984'TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE SOUTHBOUND
 GW1984'LANE OVER STADIUM ROAD, 4.57 METERS (15.0 FT) NORTHWEST OF THE
 GW1984'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 0.37 METER (1.2 FT)
 GW1984'SOUTHWEST OF THE NORTHEAST EDGE OF THE ABUTMENT.
 GW1984'THE MARK IS 0.25 M ABOVE HIGHWAY.
 GW1984
 GW1984                          STATION RECOVERY (1991)
 GW1984
 GW1984'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 GW1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2406 ***********************************************************************
 GW2406  DESIGNATION -  E 494 RESET
 GW2406  PID         -  GW2406
 GW2406  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW2406  USGS QUAD   -  LYNCHBURG (1984)
 GW2406
 GW2406                         *CURRENT SURVEY CONTROL
 GW2406  ___________________________________________________________________
 GW2406* NAD 83(1986)-  37 23 38.     (N)    079 09 27.     (W)     SCALED    
 GW2406* NAVD 88     -       219.13   (meters)     718.9    (feet)  RESET     
 GW2406  ___________________________________________________________________
 GW2406  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GW2406
 GW2406  VERT ORDER  -  THIRD
 GW2406
 GW2406.The horizontal coordinates were scaled from a topographic map and have
 GW2406.an estimated accuracy of +/- 6 seconds.
 GW2406
 GW2406.The orthometric height was computed from unverified reset data.
 GW2406.No vertical observational check was made to the station.
 GW2406
 GW2406.The geoid height was determined by GEOID03.
 GW2406
 GW2406;                    North         East    Units  Estimated Accuracy
 GW2406;SPC VA S     - 1,117,900.    3,441,780.      MT  (+/- 180 meters Scaled)
 GW2406
 GW2406                          SUPERSEDED SURVEY CONTROL
 GW2406
 GW2406.No superseded survey control is available for this station.
 GW2406
 GW2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB630401(NAD 83)
 GW2406_MARKER: DV = VERTICAL CONTROL DISK
 GW2406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2406_SP_SET: BRIDGE PIER
 GW2406_STAMPING: E 494 RESET 1991
 GW2406_MARK LOGO: NGS   
 GW2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2406
 GW2406  HISTORY     - Date     Condition        Report By
 GW2406  HISTORY     - 1991     MONUMENTED       LOCENG
 GW2406
 GW2406                          STATION DESCRIPTION
 GW2406
 GW2406'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 GW2406'2.15 KM (1.35 MI) SOUTH WEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 GW2406'OF U.S. HIGHWAYS 460 AND 501 IN LYNCHBURG, SET IN THE SOUTHEAST PART
 GW2406'OF PIER, NORTHWEST OF THE HIGHWAY OF THE OVERPASS BRIDGE OF ODD
 GW2406'FELLOWS ROAD, 8.53 M (27.99 FT) NORTHWEST OF THE CENTERLINE OF THE
 GW2406'SOUTH BOUND LANE OF THE HIGHWAY, 0.46 M (1.51 FT) NORTHEAST OF THE
 GW2406'SOUTH CORNER OF THE PIER, 1.1 M (3.6 FT) ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3572 ***********************************************************************
 GV3572  DESIGNATION -  E 495
 GV3572  PID         -  GV3572
 GV3572  STATE/COUNTY-  VA/HENRICO
 GV3572  USGS QUAD   -  BON AIR (1994)
 GV3572
 GV3572                         *CURRENT SURVEY CONTROL
 GV3572  ___________________________________________________________________
 GV3572* NAD 83(1986)-  37 35 07.     (N)    077 30 43.     (W)     SCALED    
 GV3572* NAVD 88     -        78.266  (meters)     256.78   (feet)  ADJUSTED  
 GV3572  ___________________________________________________________________
 GV3572  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GV3572  DYNAMIC HT  -          78.212 (meters)     256.60  (feet)  COMP
 GV3572  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 GV3572
 GV3572  VERT ORDER  -  FIRST     CLASS II
 GV3572
 GV3572.The horizontal coordinates were scaled from a topographic map and have
 GV3572.an estimated accuracy of +/- 6 seconds.
 GV3572
 GV3572.The orthometric height was determined by differential leveling
 GV3572.and adjusted by the National Geodetic Survey in June 1991..
 GV3572
 GV3572.The geoid height was determined by GEOID03.
 GV3572
 GV3572.The dynamic height is computed by dividing the NAVD 88
 GV3572.geopotential number by the normal gravity value computed on the
 GV3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3572.degrees latitude (g = 980.6199 gals.).
 GV3572
 GV3572.The modeled gravity was interpolated from observed gravity values.
 GV3572
 GV3572;                    North         East    Units  Estimated Accuracy
 GV3572;SPC VA S     - 1,139,390.    3,587,260.      MT  (+/- 180 meters Scaled)
 GV3572
 GV3572                          SUPERSEDED SURVEY CONTROL
 GV3572
 GV3572.No superseded survey control is available for this station.
 GV3572
 GV3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG782627(NAD 83)
 GV3572_MARKER: I = METAL ROD
 GV3572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3572_SP_SET: STAINLESS STEEL ROD
 GV3572_STAMPING: E 495 1983
 GV3572_MARK LOGO: NGS   
 GV3572_PROJECTION: FLUSH
 GV3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3572+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 GV3572_ROD/PIPE-DEPTH: 3.7  meters
 GV3572
 GV3572  HISTORY     - Date     Condition        Report By
 GV3572  HISTORY     - 1983     MONUMENTED       NGS
 GV3572  HISTORY     - 1990     GOOD             USPSQD
 GV3572  HISTORY     - 19910414 GOOD             USPSQD
 GV3572  HISTORY     - 19940313 GOOD             USPSQD
 GV3572  HISTORY     - 19961019 GOOD             USPSQD
 GV3572  HISTORY     - 20010302 GOOD             USPSQD
 GV3572  HISTORY     - 20050202 GOOD             USPSQD
 GV3572
 GV3572                          STATION DESCRIPTION
 GV3572
 GV3572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3572'3.4 KM (2.1 MI) NW FROM RICHMOND.
 GV3572'3.4 KM (2.1 MI) NORTHWEST ALONG MONUMENT AVENUE FROM THE NORTHWEST END
 GV3572'OF THE MONUMENT AVENUE BRIDGE OVER I-195 IN RICHMOND TO THE JUNCTION
 GV3572'OF BREMO ROAD AND MONUMENT AVENUE, IN THE EAST ANGLE OF THE JUNCTION,
 GV3572'AT THE SOUTHEAST CORNER OF A TRAFFIC CONTROL SIGNAL BOX, 9.44 METERS
 GV3572'(31.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWESTBOUND LANE OF
 GV3572'MONUMENT AVENUE, 11.73 METERS (38.5 FT) SOUTHEAST OF THE CENTERLINE OF
 GV3572'BREMO ROAD, 0.18 METER (0.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 GV3572'THE CONCRETE BASE OF THE SIGNAL BOX.
 GV3572'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 GV3572'THE MARK IS 0.18 M BELOW AVENUE.
 GV3572
 GV3572                          STATION RECOVERY (1990)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV3572'RECOVERED IN GOOD CONDITION.
 GV3572
 GV3572                          STATION RECOVERY (1991)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3572'RECOVERED IN GOOD CONDITION.
 GV3572
 GV3572                          STATION RECOVERY (1994)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3572'RECOVERED IN GOOD CONDITION.
 GV3572
 GV3572                          STATION RECOVERY (1996)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3572'RECOVERED IN GOOD CONDITION.
 GV3572
 GV3572                          STATION RECOVERY (2001)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GV3572'RECOVERED IN GOOD CONDITION.
 GV3572
 GV3572                          STATION RECOVERY (2005)
 GV3572
 GV3572'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV3572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2079 ***********************************************************************
 GW2079  CBN         -  This is a Cooperative Base Network Control Station.
 GW2079  DESIGNATION -  E 496
 GW2079  PID         -  GW2079
 GW2079  STATE/COUNTY-  VA/AMHERST
 GW2079  USGS QUAD   -  KELLY (1986)
 GW2079
 GW2079                         *CURRENT SURVEY CONTROL
 GW2079  ___________________________________________________________________
 GW2079* NAD 83(1993)-  37 25 33.55534(N)    079 06 21.62780(W)     ADJUSTED  
 GW2079* NAVD 88     -       236.849  (meters)     777.06   (feet)  ADJUSTED  
 GW2079  ___________________________________________________________________
 GW2079  X           -     958,487.456 (meters)                     COMP
 GW2079  Y           -  -4,980,167.001 (meters)                     COMP
 GW2079  Z           -   3,855,168.629 (meters)                     COMP
 GW2079  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GW2079  ELLIP HEIGHT-         205.11  (meters)          (07/14/04) GPS OBS
 GW2079  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW2079  DYNAMIC HT  -         236.671 (meters)     776.48  (feet)  COMP
 GW2079  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 GW2079
 GW2079  HORZ ORDER  -  A
 GW2079  VERT ORDER  -  FIRST     CLASS II
 GW2079  ELLP ORDER  -  THIRD     CLASS II
 GW2079
 GW2079.The horizontal coordinates were established by GPS observations
 GW2079.and adjusted by the National Geodetic Survey in July 2004..
 GW2079
 GW2079.The orthometric height was determined by differential leveling
 GW2079.and adjusted by the National Geodetic Survey in June 1991..
 GW2079
 GW2079.Photographs are available for this station.
 GW2079
 GW2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2079
 GW2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2079
 GW2079.The ellipsoidal height was determined by GPS observations
 GW2079.and is referenced to NAD 83.
 GW2079
 GW2079.The geoid height was determined by GEOID03.
 GW2079
 GW2079.The dynamic height is computed by dividing the NAVD 88
 GW2079.geopotential number by the normal gravity value computed on the
 GW2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2079.degrees latitude (g = 980.6199 gals.).
 GW2079
 GW2079.The modeled gravity was interpolated from observed gravity values.
 GW2079
 GW2079;                    North         East     Units Scale Factor Converg.
 GW2079;SPC VA S     - 1,121,429.460 3,446,363.921   MT  0.99994592   -0 22 04.1
 GW2079;SPC VA S     - 3,679,223.15 11,306,945.63   sFT  0.99994592   -0 22 04.1
 GW2079;UTM  17      - 4,143,813.949   667,583.267   MT  0.99994595   +1 09 04.7
 GW2079
 GW2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2079!SPC VA S     -   0.99996781  x   0.99994592  =   0.99991374
 GW2079!UTM  17      -   0.99996781  x   0.99994595  =   0.99991377
 GW2079
 GW2079                          SUPERSEDED SURVEY CONTROL
 GW2079
 GW2079  NAD 83(1993)-  37 25 33.55537(N)    079 06 21.62793(W) AD(       ) A
 GW2079  ELLIP H (08/14/01)  205.05   (m)                       GP(       ) 4 1
 GW2079  NAVD 88 (08/14/01)  236.85   (m)          777.1    (f) LEVELING    3  
 GW2079
 GW2079.Superseded values are not recommended for survey control.
 GW2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2079.See file dsdata.txt to determine how the superseded data were derived.
 GW2079
 GW2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6758343814(NAD 83)
 GW2079_MARKER: I = METAL ROD
 GW2079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GW2079+WITH SETTING: INFORMATION.
 GW2079_SP_SET: SHALLOW SET METAL ROD
 GW2079_STAMPING: E 496 1983
 GW2079_MARK LOGO: NGS   
 GW2079_PROJECTION: FLUSH
 GW2079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GW2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2079+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW2079_ROD/PIPE-DEPTH: 2.4  meters
 GW2079
 GW2079  HISTORY     - Date     Condition        Report By
 GW2079  HISTORY     - 1983     MONUMENTED       NGS
 GW2079  HISTORY     - 20000222 GOOD             VADOT
 GW2079  HISTORY     - 20030423 GOOD             GEOMET
 GW2079  HISTORY     - 20060309 GOOD             USPSQD
 GW2079
 GW2079                          STATION DESCRIPTION
 GW2079
 GW2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2079'3.4 KM (2.15 MI) NE FROM LYNCHBURG.
 GW2079'1.85 KM (1.15 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST
 GW2079'END OF THE BRIDGE OVER THE JAMES RIVER ON THE NORTHEAST SIDE OF
 GW2079'LYNCHBURG,, THENCE 1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY 622 TO THE
 GW2079'MARK ON THE RIGHT, 8.30 METERS (27.5 FT) SOUTH OF THE CENTERLINE OF
 GW2079'THE HIGHWAY, 33.50 METERS (110.0 FT) EAST OF THE CENTER OF PINECREST
 GW2079'DRIVE, 0.45 METER (1.5 FT) NORTH OF A FENCE.  NOTE--SEVERAL ATTEMPTS
 GW2079'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 GW2079'2.4 METERS.
 GW2079'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 GW2079'THE MARK IS 0.30 M ABOVE HIGHWAY.
 GW2079
 GW2079                          STATION RECOVERY (2000)
 GW2079
 GW2079'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (THT)
 GW2079'RECOVERED AS DESCRIBED.
 GW2079
 GW2079                          STATION RECOVERY (2003)
 GW2079
 GW2079'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (BCL)
 GW2079'RECOVERED AS DESCRIBED.
 GW2079' 
 GW2079'
 GW2079
 GW2079                          STATION RECOVERY (2006)
 GW2079
 GW2079'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2003 ***********************************************************************
 GW2003  DESIGNATION -  E 497
 GW2003  PID         -  GW2003
 GW2003  STATE/COUNTY-  VA/GOOCHLAND
 GW2003  USGS QUAD   -  CARTERSVILLE (1979)
 GW2003
 GW2003                         *CURRENT SURVEY CONTROL
 GW2003  ___________________________________________________________________
 GW2003* NAD 83(1986)-  37 43 51.     (N)    078 05 20.     (W)     SCALED    
 GW2003* NAVD 88     -        62.049  (meters)     203.57   (feet)  ADJUSTED  
 GW2003  ___________________________________________________________________
 GW2003  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2003  DYNAMIC HT  -          62.007 (meters)     203.43  (feet)  COMP
 GW2003  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 GW2003
 GW2003  VERT ORDER  -  FIRST     CLASS II
 GW2003
 GW2003.The horizontal coordinates were scaled from a topographic map and have
 GW2003.an estimated accuracy of +/- 6 seconds.
 GW2003
 GW2003.The orthometric height was determined by differential leveling
 GW2003.and adjusted by the National Geodetic Survey in June 1991..
 GW2003
 GW2003.The geoid height was determined by GEOID03.
 GW2003
 GW2003.The dynamic height is computed by dividing the NAVD 88
 GW2003.geopotential number by the normal gravity value computed on the
 GW2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2003.degrees latitude (g = 980.6199 gals.).
 GW2003
 GW2003.The modeled gravity was interpolated from observed gravity values.
 GW2003
 GW2003;                    North         East    Units  Estimated Accuracy
 GW2003;SPC VA S     - 1,155,170.    3,536,240.      MT  (+/- 180 meters Scaled)
 GW2003
 GW2003                          SUPERSEDED SURVEY CONTROL
 GW2003
 GW2003.No superseded survey control is available for this station.
 GW2003
 GW2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB565799(NAD 83)
 GW2003_MARKER: DB = BENCH MARK DISK
 GW2003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GW2003_SP_SET: BRIDGE ABUTMENT
 GW2003_STAMPING: E 497 1983
 GW2003_MARK LOGO: NGS   
 GW2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2003
 GW2003  HISTORY     - Date     Condition        Report By
 GW2003  HISTORY     - 1983     MONUMENTED       NGS
 GW2003  HISTORY     - 19980225 GOOD             USPSQD
 GW2003  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 GW2003
 GW2003                          STATION DESCRIPTION
 GW2003
 GW2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2003'18.0 KM (11.2 MI) ESE FROM FORK UNION.
 GW2003'18.0 KM (11.2 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST
 GW2003'OFFICE IN FORK UNION TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END
 GW2003'OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BYRD CREEK, ALSO
 GW2003'20.2 KM (12.6 MI) WEST-NORTHWEST ALONG HIGHWAY 6 FROM THE POST OFFICE
 GW2003'IN GOOCHLAND, 5.18 METERS (17.0 FT) NORTH OF THE CENTERLINE OF THE
 GW2003'HIGHWAY, 1.37 METERS (4.5 FT) EAST OF A WOODEN POST SUPPORTING A SIGN
 GW2003'(BYRD CREEK).
 GW2003'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 GW2003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GW2003
 GW2003                          STATION RECOVERY (1998)
 GW2003
 GW2003'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2003'RECOVERED IN GOOD CONDITION.
 GW2003
 GW2003                          STATION RECOVERY (2006)
 GW2003
 GW2003'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW2003'NEW BRIDGE INSTALLED 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2059 ***********************************************************************
 GW2059  DESIGNATION -  E 498
 GW2059  PID         -  GW2059
 GW2059  STATE/COUNTY-  VA/AMHERST
 GW2059  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2059
 GW2059                         *CURRENT SURVEY CONTROL
 GW2059  ___________________________________________________________________
 GW2059* NAD 83(1986)-  37 30 32.     (N)    078 56 41.     (W)     SCALED    
 GW2059* NAVD 88     -       190.033  (meters)     623.47   (feet)  ADJUSTED  
 GW2059  ___________________________________________________________________
 GW2059  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW2059  DYNAMIC HT  -         189.894 (meters)     623.01  (feet)  COMP
 GW2059  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 GW2059
 GW2059  VERT ORDER  -  FIRST     CLASS II
 GW2059
 GW2059.The horizontal coordinates were scaled from a topographic map and have
 GW2059.an estimated accuracy of +/- 6 seconds.
 GW2059
 GW2059.The orthometric height was determined by differential leveling
 GW2059.and adjusted by the National Geodetic Survey in June 1991..
 GW2059
 GW2059.The geoid height was determined by GEOID03.
 GW2059
 GW2059.The dynamic height is computed by dividing the NAVD 88
 GW2059.geopotential number by the normal gravity value computed on the
 GW2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2059.degrees latitude (g = 980.6199 gals.).
 GW2059
 GW2059.The modeled gravity was interpolated from observed gravity values.
 GW2059
 GW2059;                    North         East    Units  Estimated Accuracy
 GW2059;SPC VA S     - 1,130,550.    3,460,680.      MT  (+/- 180 meters Scaled)
 GW2059
 GW2059                          SUPERSEDED SURVEY CONTROL
 GW2059
 GW2059.No superseded survey control is available for this station.
 GW2059
 GW2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB816533(NAD 83)
 GW2059_MARKER: I = METAL ROD
 GW2059_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2059_SP_SET: STAINLESS STEEL ROD
 GW2059_STAMPING: E 498 1983
 GW2059_MARK LOGO: NGS   
 GW2059_PROJECTION: FLUSH
 GW2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2059_ROD/PIPE-DEPTH: 4.5  meters
 GW2059
 GW2059  HISTORY     - Date     Condition        Report By
 GW2059  HISTORY     - 1983     MONUMENTED       NGS
 GW2059
 GW2059                          STATION DESCRIPTION
 GW2059
 GW2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2059'13.3 KM (8.3 MI) SW FROM GLADSTONE.
 GW2059'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 656 FROM THE POST OFFICE
 GW2059'IN GLADSTONE, THENCE 11.7 KM (7.3 MI) SOUTHWEST ALONG STATE HIGHWAY
 GW2059'622 TO THE MARK ON THE LEFT, 6.2 METERS (20.5 FT) SOUTH-SOUTHEAST OF
 GW2059'THE CENTER OF THE HIGHWAY, 0.91 METER (3.0 FT) NORTHEAST OF A TWIN OAK
 GW2059'TREE.
 GW2059'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 GW2059'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2017 ***********************************************************************
 GW2017  DESIGNATION -  E 499
 GW2017  PID         -  GW2017
 GW2017  STATE/COUNTY-  VA/FLUVANNA
 GW2017  USGS QUAD   -  PALMYRA (1974)
 GW2017
 GW2017                         *CURRENT SURVEY CONTROL
 GW2017  ___________________________________________________________________
 GW2017* NAD 83(1986)-  37 48 01.     (N)    078 19 10.     (W)     SCALED    
 GW2017* NAVD 88     -       146.995  (meters)     482.27   (feet)  ADJUSTED  
 GW2017  ___________________________________________________________________
 GW2017  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2017  DYNAMIC HT  -         146.894 (meters)     481.93  (feet)  COMP
 GW2017  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 GW2017
 GW2017  VERT ORDER  -  FIRST     CLASS II
 GW2017
 GW2017.The horizontal coordinates were scaled from a topographic map and have
 GW2017.an estimated accuracy of +/- 6 seconds.
 GW2017
 GW2017.The orthometric height was determined by differential leveling
 GW2017.and adjusted by the National Geodetic Survey in June 1991..
 GW2017
 GW2017.The geoid height was determined by GEOID03.
 GW2017
 GW2017.The dynamic height is computed by dividing the NAVD 88
 GW2017.geopotential number by the normal gravity value computed on the
 GW2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2017.degrees latitude (g = 980.6199 gals.).
 GW2017
 GW2017.The modeled gravity was interpolated from observed gravity values.
 GW2017
 GW2017;                    North         East    Units  Estimated Accuracy
 GW2017;SPC VA S     - 1,162,810.    3,515,900.      MT  (+/- 180 meters Scaled)
 GW2017
 GW2017                          SUPERSEDED SURVEY CONTROL
 GW2017
 GW2017.No superseded survey control is available for this station.
 GW2017
 GW2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB360870(NAD 83)
 GW2017_MARKER: I = METAL ROD
 GW2017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2017_SP_SET: STAINLESS STEEL ROD
 GW2017_STAMPING: E 499 1983
 GW2017_MARK LOGO: NGS   
 GW2017_PROJECTION: FLUSH
 GW2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2017+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2017_ROD/PIPE-DEPTH: 8.23 meters
 GW2017
 GW2017  HISTORY     - Date     Condition        Report By
 GW2017  HISTORY     - 1983     MONUMENTED       NGS
 GW2017  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 GW2017  HISTORY     - 20031009 GOOD             USPSQD
 GW2017  HISTORY     - 20060209 GOOD             USPSQD
 GW2017
 GW2017                          STATION DESCRIPTION
 GW2017
 GW2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2017'8.3 KM (5.15 MI) WEST FROM FORK UNION.
 GW2017'8.3 KM (5.15 MI) WEST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF U.S.
 GW2017'HIGHWAY 15 IN FORK UNION TO THE MARK ON THE LEFT, 0.32 KM (0.2 MI)
 GW2017'SOUTH OF A POINT WHERE HIGH TENSION WIRES CROSS HIGHWAY 6,
 GW2017'10.66 METERS (35.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GW2017'15.24 METERS (50.0 FT) EAST OF THE FIRST ROW OF HIGH TENSION POWER
 GW2017'LINES, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER OF A SIDE ROAD,
 GW2017'45.72 METERS (150.0 FT) NORTH OF THE NORTH END OF A GUARDRAIL.
 GW2017'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 GW2017'THE MARK IS 0.91 M ABOVE HIGHWAY.
 GW2017
 GW2017                          STATION RECOVERY (1998)
 GW2017
 GW2017'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2017'MARK NOT FOUND.
 GW2017
 GW2017                          STATION RECOVERY (2003)
 GW2017
 GW2017'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2017'RECOVERED IN GOOD CONDITION.
 GW2017
 GW2017                          STATION RECOVERY (2006)
 GW2017
 GW2017'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0077 ***********************************************************************
 FY0077  DESIGNATION -  E 50
 FY0077  PID         -  FY0077
 FY0077  STATE/COUNTY-  VA/MECKLENBURG
 FY0077  USGS QUAD   -  FORKSVILLE (1981)
 FY0077
 FY0077                         *CURRENT SURVEY CONTROL
 FY0077  ___________________________________________________________________
 FY0077* NAD 83(1986)-  36 45 14.     (N)    078 02 47.     (W)     SCALED    
 FY0077* NAVD 88     -       102.517  (meters)     336.34   (feet)  POSTED    
 FY0077  ___________________________________________________________________
 FY0077  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FY0077  DYNAMIC HT  -         102.440 (meters)     336.09  (feet)  COMP
 FY0077  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 FY0077
 FY0077  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0077
 FY0077.The horizontal coordinates were scaled from a topographic map and have
 FY0077.an estimated accuracy of +/- 6 seconds.
 FY0077
 FY0077.The orthometric height was determined by differential leveling
 FY0077.and adjusted by the National Geodetic Survey in 1992..
 FY0077.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0077.rate of 0.0 thru 1.0 mm/km.
 FY0077
 FY0077.The geoid height was determined by GEOID03.
 FY0077
 FY0077.The dynamic height is computed by dividing the NAVD 88
 FY0077.geopotential number by the normal gravity value computed on the
 FY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0077.degrees latitude (g = 980.6199 gals.).
 FY0077
 FY0077.The modeled gravity was interpolated from observed gravity values.
 FY0077
 FY0077;                    North         East    Units  Estimated Accuracy
 FY0077;SPC VA S     - 1,046,770.    3,540,510.      MT  (+/- 180 meters Scaled)
 FY0077
 FY0077                          SUPERSEDED SURVEY CONTROL
 FY0077
 FY0077  NGVD 29 (??/??/92)  102.83   (m)          337.4    (f) COMPUTED    2 0
 FY0077
 FY0077.Superseded values are not recommended for survey control.
 FY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0077.See file dsdata.txt to determine how the superseded data were derived.
 FY0077
 FY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA636716(NAD 83)
 FY0077_MARKER: DB = BENCH MARK DISK
 FY0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0077_STAMPING: 337.362 E 50 1934
 FY0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0077+STABILITY: SURFACE MOTION
 FY0077
 FY0077  HISTORY     - Date     Condition        Report By
 FY0077  HISTORY     - 1934     MONUMENTED       CGS
 FY0077  HISTORY     - 1960     MARK NOT FOUND   NGS
 FY0077
 FY0077                          STATION DESCRIPTION
 FY0077
 FY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0077'AT SKELTON.
 FY0077'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 FY0077'ON THIS DATE.  THE STATION HAS BEEN REMOVED AND THE AREA LEVELED
 FY0077'BY HEAVY MACHINERY.  ORIGINAL DESCRIPTION-- AT SKELTON, MECKLENBURG
 FY0077'COUNTY, 29 FEET NORTHEAST OF THE NORTHEAST END OF THE SEABOARD
 FY0077'AIR LINE RAILWAY STATION, 76 FEET NORTHEAST OF MILEPOST 74,
 FY0077'36 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 2 FEET
 FY0077'NORTHEAST OF A POLE, 1 FOOT HIGHER THAN THE RAIL, AND SET IN THE
 FY0077'TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1083 ***********************************************************************
 JW1083  DESIGNATION -  E 500
 JW1083  PID         -  JW1083
 JW1083  STATE/COUNTY-  VA/FREDERICK
 JW1083  USGS QUAD   -  STEPHENSON (1987)
 JW1083
 JW1083                         *CURRENT SURVEY CONTROL
 JW1083  ___________________________________________________________________
 JW1083* NAD 83(1986)-  39 13 32.     (N)    078 05 33.     (W)     SCALED    
 JW1083* NAVD 88     -       187.814  (meters)     616.19   (feet)  ADJUSTED  
 JW1083  ___________________________________________________________________
 JW1083  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JW1083  DYNAMIC HT  -         187.697 (meters)     615.80  (feet)  COMP
 JW1083  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JW1083
 JW1083  VERT ORDER  -  FIRST     CLASS II
 JW1083
 JW1083.The horizontal coordinates were scaled from a topographic map and have
 JW1083.an estimated accuracy of +/- 6 seconds.
 JW1083
 JW1083.The orthometric height was determined by differential leveling
 JW1083.and adjusted by the National Geodetic Survey in June 1991..
 JW1083
 JW1083.The geoid height was determined by GEOID03.
 JW1083
 JW1083.The dynamic height is computed by dividing the NAVD 88
 JW1083.geopotential number by the normal gravity value computed on the
 JW1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1083.degrees latitude (g = 980.6199 gals.).
 JW1083
 JW1083.The modeled gravity was interpolated from observed gravity values.
 JW1083
 JW1083;                    North         East    Units  Estimated Accuracy
 JW1083;SPC VA N     - 2,173,120.    3,535,190.      MT  (+/- 180 meters Scaled)
 JW1083
 JW1083                          SUPERSEDED SURVEY CONTROL
 JW1083
 JW1083.No superseded survey control is available for this station.
 JW1083
 JW1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD509458(NAD 83)
 JW1083_MARKER: I = METAL ROD
 JW1083_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1083+WITH SETTING: INFORMATION.
 JW1083_SP_SET: SHALLOW SET METAL ROD
 JW1083_STAMPING: E 500 1983
 JW1083_MARK LOGO: NGS   
 JW1083_PROJECTION: FLUSH
 JW1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1083_ROD/PIPE-DEPTH: 2.1  meters
 JW1083
 JW1083  HISTORY     - Date     Condition        Report By
 JW1083  HISTORY     - 1983     MONUMENTED       NGS
 JW1083  HISTORY     - 19980228 GOOD             USPSQD
 JW1083  HISTORY     - 20050626 GOOD             GEOCAC
 JW1083
 JW1083                          STATION DESCRIPTION
 JW1083
 JW1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1083'2.2 KM (1.45 MI) EAST FROM STEPHENSON.
 JW1083'2.2 KM (1.45 MI) NORTHEAST ALONG COUNTY ROAD 761 FROM THE JUNCTION OF
 JW1083'U.S. HIGHWAY 11 IN STEPHENSON TO THE MARK ON THE RIGHT, AT THE
 JW1083'JUNCTION OF COUNTY ROAD 664, 7.6 METERS (25.0 FT) SOUTHEAST OF THE
 JW1083'CENTER OF COUNTY ROAD 761, 7.3 METERS (24.0 FT) NORTHEAST OF THE
 JW1083'CENTER OF COUNTY ROAD 664, 0.30 METER (1.0 FT) NORTH OF CABLE POLE 30.
 JW1083'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 JW1083'AND ANCHORED AT 2.1 METERS.
 JW1083'THE MARK IS ABOVE LEVEL WITH ROAD 761.
 JW1083
 JW1083                          STATION RECOVERY (1998)
 JW1083
 JW1083'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1083'RECOVERED IN GOOD CONDITION.
 JW1083
 JW1083                          STATION RECOVERY (2005)
 JW1083
 JW1083'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW1083'FOUND AS DESCRIBED.  MARK WAS BURIED UNDER 2 INCHES OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3162 ***********************************************************************
 HW3162  DESIGNATION -  E 501
 HW3162  PID         -  HW3162
 HW3162  STATE/COUNTY-  VA/WARREN
 HW3162  USGS QUAD   -  CHESTER GAP (1997)
 HW3162
 HW3162                         *CURRENT SURVEY CONTROL
 HW3162  ___________________________________________________________________
 HW3162* NAD 83(1986)-  38 51 58.     (N)    078 08 03.     (W)     SCALED    
 HW3162* NAVD 88     -       379.055  (meters)    1243.62   (feet)  ADJUSTED  
 HW3162  ___________________________________________________________________
 HW3162  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HW3162  DYNAMIC HT  -         378.799 (meters)    1242.78  (feet)  COMP
 HW3162  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HW3162
 HW3162  VERT ORDER  -  FIRST     CLASS II
 HW3162
 HW3162.The horizontal coordinates were scaled from a topographic map and have
 HW3162.an estimated accuracy of +/- 6 seconds.
 HW3162
 HW3162.The orthometric height was determined by differential leveling
 HW3162.and adjusted by the National Geodetic Survey in June 1991..
 HW3162
 HW3162.The geoid height was determined by GEOID03.
 HW3162
 HW3162.The dynamic height is computed by dividing the NAVD 88
 HW3162.geopotential number by the normal gravity value computed on the
 HW3162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3162.degrees latitude (g = 980.6199 gals.).
 HW3162
 HW3162.The modeled gravity was interpolated from observed gravity values.
 HW3162
 HW3162;                    North         East    Units  Estimated Accuracy
 HW3162;SPC VA N     - 2,133,200.    3,531,750.      MT  (+/- 180 meters Scaled)
 HW3162
 HW3162                          SUPERSEDED SURVEY CONTROL
 HW3162
 HW3162.No superseded survey control is available for this station.
 HW3162
 HW3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD486058(NAD 83)
 HW3162_MARKER: DB = BENCH MARK DISK
 HW3162_SETTING: 66 = SET IN ROCK OUTCROP
 HW3162_SP_SET: ROCK OUTCROP
 HW3162_STAMPING: E 501 1983
 HW3162_MARK LOGO: NGS   
 HW3162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3162+STABILITY: POSITION/ELEVATION WELL
 HW3162
 HW3162  HISTORY     - Date     Condition        Report By
 HW3162  HISTORY     - 1983     MONUMENTED       NGS
 HW3162
 HW3162                          STATION DESCRIPTION
 HW3162
 HW3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3162'7.1 KM (4.4 MI) SE FROM FRONT ROYAL.
 HW3162'7.1 KM (4.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 522 FROM THE JUNCTION OF
 HW3162'STATE HIGHWAY 55 IN FRONT ROYAL TO THE MARK ON THE RIGHT, IN TOP OF A
 HW3162'ROCK OUTCROP ABOUT 1.2 METERS (4 FT) LONG AND PARTIALLY EXPOSED, ALSO
 HW3162'4.8 KM (2.95 MI) NORTHWEST ALONG U.S. HIGHWAY 522 FROM THE POST OFFICE
 HW3162'IN HUNTLY, 8.78 METERS (28.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 HW3162'HIGHWAY, 28.65 METERS (94.0 FT) NORTH-NORTHWEST OF THE CENTER OF A
 HW3162'PRIVATE DRIVE LEADING TO A 2 STORY FRAME HOUSE WITH A BRICK
 HW3162'FOUNDATION, 21.94 METERS (72.0 FT) NORTH-NORTHWEST OF TELEPHONE CABLE
 HW3162'JUNCTION BOX D 5-13, 13.56 METERS (44.5 FT) SOUTHEAST OF UTILITY POLE
 HW3162'135, 8.08 METERS (26.5 FT) NORTHEAST OF A HOG WIRE FENCE WITH ONE
 HW3162'STRAND OF BARBED ON TOP.
 HW3162'THE MARK IS 7.92 METERS  NE FROM A WITNESS POST.
 HW3162'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3185 ***********************************************************************
 HW3185  DESIGNATION -  E 502
 HW3185  PID         -  HW3185
 HW3185  STATE/COUNTY-  VA/ORANGE
 HW3185  USGS QUAD   -  RAPIDAN (1984)
 HW3185
 HW3185                         *CURRENT SURVEY CONTROL
 HW3185  ___________________________________________________________________
 HW3185* NAD 83(1986)-  38 16 48.     (N)    078 03 54.     (W)     SCALED    
 HW3185* NAVD 88     -       122.286  (meters)     401.20   (feet)  ADJUSTED  
 HW3185  ___________________________________________________________________
 HW3185  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW3185  DYNAMIC HT  -         122.208 (meters)     400.94  (feet)  COMP
 HW3185  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HW3185
 HW3185  VERT ORDER  -  FIRST     CLASS II
 HW3185
 HW3185.The horizontal coordinates were scaled from a topographic map and have
 HW3185.an estimated accuracy of +/- 6 seconds.
 HW3185
 HW3185.The orthometric height was determined by differential leveling
 HW3185.and adjusted by the National Geodetic Survey in June 1991..
 HW3185
 HW3185.The geoid height was determined by GEOID03.
 HW3185
 HW3185.The dynamic height is computed by dividing the NAVD 88
 HW3185.geopotential number by the normal gravity value computed on the
 HW3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3185.degrees latitude (g = 980.6199 gals.).
 HW3185
 HW3185.The modeled gravity was interpolated from observed gravity values.
 HW3185
 HW3185;                    North         East    Units  Estimated Accuracy
 HW3185;SPC VA N     - 2,068,170.    3,538,060.      MT  (+/- 180 meters Scaled)
 HW3185
 HW3185                          SUPERSEDED SURVEY CONTROL
 HW3185
 HW3185.No superseded survey control is available for this station.
 HW3185
 HW3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC567409(NAD 83)
 HW3185_MARKER: DB = BENCH MARK DISK
 HW3185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3185_SP_SET: ABUTMENT
 HW3185_STAMPING: E 502 1984
 HW3185_MARK LOGO: NGS   
 HW3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3185+STABILITY: SURFACE MOTION
 HW3185
 HW3185  HISTORY     - Date     Condition        Report By
 HW3185  HISTORY     - 1984     MONUMENTED       NGS
 HW3185  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 HW3185  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 HW3185
 HW3185                          STATION DESCRIPTION
 HW3185
 HW3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3185'4.8 KM (2.95 MI) SE FROM RAPIDAN.
 HW3185'4.8 KM (2.95 MI) SOUTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3185'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3185'MARK ON THE LEFT, IN TOP OF THE NORTHEAST ABUTMENT OF A HIGHWAY BRIDGE
 HW3185'OVER A SMALL STREAM, 3.66 METERS (12.0 FT) SOUTHEAST OF THE CENTER OF
 HW3185'THE HIGHWAY, 0.93 METER (3.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 HW3185'ABUTMENT.
 HW3185'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HW3185
 HW3185                          STATION RECOVERY (1998)
 HW3185
 HW3185'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW3185'MARK NOT FOUND.
 HW3185
 HW3185                          STATION RECOVERY (2003)
 HW3185
 HW3185'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW3185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2104 ***********************************************************************
 GW2104  DESIGNATION -  E 503
 GW2104  PID         -  GW2104
 GW2104  STATE/COUNTY-  VA/BEDFORD
 GW2104  USGS QUAD   -  BOONSBORO (1978)
 GW2104
 GW2104                         *CURRENT SURVEY CONTROL
 GW2104  ___________________________________________________________________
 GW2104* NAD 83(1993)-  37 27 58.20673(N)    079 15 53.27181(W)     ADJUSTED  
 GW2104* NAVD 88     -       234.525  (meters)     769.44   (feet)  ADJUSTED  
 GW2104  ___________________________________________________________________
 GW2104  X           -     944,176.241 (meters)                     COMP
 GW2104  Y           -  -4,980,138.056 (meters)                     COMP
 GW2104  Z           -   3,858,707.643 (meters)                     COMP
 GW2104  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 GW2104  ELLIP HEIGHT-         202.43  (meters)          (05/17/02) GPS OBS
 GW2104  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2104  DYNAMIC HT  -         234.345 (meters)     768.85  (feet)  COMP
 GW2104  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 GW2104
 GW2104  HORZ ORDER  -  FIRST
 GW2104  VERT ORDER  -  FIRST     CLASS II
 GW2104  ELLP ORDER  -  FOURTH    CLASS II
 GW2104
 GW2104.The horizontal coordinates were established by GPS observations
 GW2104.and adjusted by the National Geodetic Survey in July 2001..
 GW2104
 GW2104.The orthometric height was determined by differential leveling
 GW2104.and adjusted by the National Geodetic Survey in June 1991..
 GW2104
 GW2104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2104
 GW2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2104
 GW2104.The ellipsoidal height was determined by GPS observations
 GW2104.and is referenced to NAD 83.
 GW2104
 GW2104.The geoid height was determined by GEOID03.
 GW2104
 GW2104.The dynamic height is computed by dividing the NAVD 88
 GW2104.geopotential number by the normal gravity value computed on the
 GW2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2104.degrees latitude (g = 980.6199 gals.).
 GW2104
 GW2104.The modeled gravity was interpolated from observed gravity values.
 GW2104
 GW2104;                    North         East     Units Scale Factor Converg.
 GW2104;SPC VA S     - 1,125,990.635 3,432,346.256   MT  0.99994688   -0 27 51.0
 GW2104;SPC VA S     - 3,694,187.61 11,260,956.01   sFT  0.99994688   -0 27 51.0
 GW2104;UTM  17      - 4,148,001.686   653,449.987   MT  0.99989005   +1 03 20.6
 GW2104
 GW2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2104!SPC VA S     -   0.99996823  x   0.99994688  =   0.99991512
 GW2104!UTM  17      -   0.99996823  x   0.99989005  =   0.99985829
 GW2104
 GW2104                          SUPERSEDED SURVEY CONTROL
 GW2104
 GW2104  ELLIP H (07/20/01)  202.49   (m)                       GP(       ) 4 1
 GW2104  NAVD 88 (07/20/01)  234.53   (m)          769.5    (f) LEVELING    3  
 GW2104
 GW2104.Superseded values are not recommended for survey control.
 GW2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2104.See file dsdata.txt to determine how the superseded data were derived.
 GW2104
 GW2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5345048002(NAD 83)
 GW2104_MARKER: DB = BENCH MARK DISK
 GW2104_SETTING: 66 = SET IN ROCK OUTCROP
 GW2104_SP_SET: ROCK OUTCROP
 GW2104_STAMPING: E 503 1984
 GW2104_MARK LOGO: NONE  
 GW2104_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2104+STABILITY: POSITION/ELEVATION WELL
 GW2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2104+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 GW2104
 GW2104  HISTORY     - Date     Condition        Report By
 GW2104  HISTORY     - 1984     MONUMENTED       NGS
 GW2104  HISTORY     - 20010404 GOOD             GEOMET
 GW2104  HISTORY     - 20030425 GOOD             GEOMET
 GW2104  HISTORY     - 20060328 GOOD             USPSQD
 GW2104
 GW2104                          STATION DESCRIPTION
 GW2104
 GW2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2104'1.9 KM (1.2 MI) WNW FROM BOONSBORO.
 GW2104'1.9 KM (1.2 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 501 FROM THE UNITED
 GW2104'METHODIST CHURCH IN BOONSBORO TO THE MARK ON THE LEFT, AT THE JUNCTION
 GW2104'OF COUNTY ROAD 840, IN BEDROCK, 7.01 METERS (23.0 FT) WEST OF THE
 GW2104'CENTERLINE OF THE HIGHWAY, 14.63 METERS (48.0 FT) NORTH OF THE CENTER
 GW2104'OF COUNTY ROAD 840, 7.50 METERS (24.5 FT) SOUTH-SOUTHWEST OF A METAL
 GW2104'POST WITH A HIGHWAY REFLECTOR SIGN.
 GW2104'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 GW2104'THE MARK IS 0.61 M ABOVE HIGHWAY.
 GW2104
 GW2104                          STATION RECOVERY (2001)
 GW2104
 GW2104'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 GW2104'RECOVERED AS DESCRIBED
 GW2104'
 GW2104
 GW2104                          STATION RECOVERY (2003)
 GW2104
 GW2104'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2003 (FJJ)
 GW2104'LARGE OAK OVERHANGING OVER THE STATION AND HALF OF THE ROAD.
 GW2104
 GW2104                          STATION RECOVERY (2006)
 GW2104
 GW2104'RECOVERY NOTE BY US POWER SQUADRON 2006
 GW2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2125 ***********************************************************************
 GW2125  DESIGNATION -  E 504
 GW2125  PID         -  GW2125
 GW2125  STATE/COUNTY-  VA/BOTETOURT
 GW2125  USGS QUAD   -  BUCHANAN (1985)
 GW2125
 GW2125                         *CURRENT SURVEY CONTROL
 GW2125  ___________________________________________________________________
 GW2125* NAD 83(1986)-  37 35 42.     (N)    079 43 50.     (W)     SCALED    
 GW2125* NAVD 88     -       268.467  (meters)     880.80   (feet)  ADJUSTED  
 GW2125  ___________________________________________________________________
 GW2125  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GW2125  DYNAMIC HT  -         268.253 (meters)     880.09  (feet)  COMP
 GW2125  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 GW2125
 GW2125  VERT ORDER  -  FIRST     CLASS II
 GW2125
 GW2125.The horizontal coordinates were scaled from a topographic map and have
 GW2125.an estimated accuracy of +/- 6 seconds.
 GW2125
 GW2125.The orthometric height was determined by differential leveling
 GW2125.and adjusted by the National Geodetic Survey in June 1991..
 GW2125
 GW2125.The geoid height was determined by GEOID03.
 GW2125
 GW2125.The dynamic height is computed by dividing the NAVD 88
 GW2125.geopotential number by the normal gravity value computed on the
 GW2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2125.degrees latitude (g = 980.6199 gals.).
 GW2125
 GW2125.The modeled gravity was interpolated from observed gravity values.
 GW2125
 GW2125;                    North         East    Units  Estimated Accuracy
 GW2125;SPC VA S     - 1,140,720.    3,391,330.      MT  (+/- 180 meters Scaled)
 GW2125
 GW2125                          SUPERSEDED SURVEY CONTROL
 GW2125
 GW2125.No superseded survey control is available for this station.
 GW2125
 GW2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB120616(NAD 83)
 GW2125_MARKER: DB = BENCH MARK DISK
 GW2125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW2125_SP_SET: HEADWALL
 GW2125_STAMPING: E 504 1984
 GW2125_MARK LOGO: NGS   
 GW2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2125
 GW2125  HISTORY     - Date     Condition        Report By
 GW2125  HISTORY     - 1984     MONUMENTED       NGS
 GW2125
 GW2125                          STATION DESCRIPTION
 GW2125
 GW2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2125'12.0 KM (7.45 MI) WNW FROM BUCHANAN.
 GW2125'12.0 KM (7.45 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 43 FROM THE
 GW2125'JUNCTION OF U.S. HIGHWAY 11 IN BUCHANAN TO THE MARK ON THE LEFT, IN
 GW2125'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A LARGE BOX
 GW2125'CULVERT ON BEDROCK UNDER THE HIGHWAY, 10.40 METERS (34.0 FT) SOUTHWEST
 GW2125'OF THE CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) NORTHWEST OF THE
 GW2125'SOUTHEAST END OF THE HEADWALL.
 GW2125'THE MARK IS 1.21 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3264 ***********************************************************************
 GX3264  DESIGNATION -  E 505
 GX3264  PID         -  GX3264
 GX3264  STATE/COUNTY-  VA/BLAND
 GX3264  USGS QUAD   -  BASTIAN (1977)
 GX3264
 GX3264                         *CURRENT SURVEY CONTROL
 GX3264  ___________________________________________________________________
 GX3264* NAD 83(1986)-  37 09 11.     (N)    081 09 02.     (W)     SCALED    
 GX3264* NAVD 88     -       664.735  (meters)    2180.88   (feet)  ADJUSTED  
 GX3264  ___________________________________________________________________
 GX3264  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GX3264  DYNAMIC HT  -         664.139 (meters)    2178.93  (feet)  COMP
 GX3264  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 GX3264
 GX3264  VERT ORDER  -  FIRST     CLASS II
 GX3264
 GX3264.The horizontal coordinates were scaled from a topographic map and have
 GX3264.an estimated accuracy of +/- 6 seconds.
 GX3264
 GX3264.The orthometric height was determined by differential leveling
 GX3264.and adjusted by the National Geodetic Survey in June 1991..
 GX3264
 GX3264.The geoid height was determined by GEOID03.
 GX3264
 GX3264.The dynamic height is computed by dividing the NAVD 88
 GX3264.geopotential number by the normal gravity value computed on the
 GX3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3264.degrees latitude (g = 980.6199 gals.).
 GX3264
 GX3264.The modeled gravity was interpolated from observed gravity values.
 GX3264
 GX3264;                    North         East    Units  Estimated Accuracy
 GX3264;SPC VA S     - 1,094,270.    3,264,590.      MT  (+/- 180 meters Scaled)
 GX3264
 GX3264                          SUPERSEDED SURVEY CONTROL
 GX3264
 GX3264.No superseded survey control is available for this station.
 GX3264
 GX3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB866118(NAD 83)
 GX3264_MARKER: DB = BENCH MARK DISK
 GX3264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3264_SP_SET: ABUTMENT
 GX3264_STAMPING: E 505 1984
 GX3264_MARK LOGO: NGS   
 GX3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3264
 GX3264  HISTORY     - Date     Condition        Report By
 GX3264  HISTORY     - 1984     MONUMENTED       NGS
 GX3264
 GX3264                          STATION DESCRIPTION
 GX3264
 GX3264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3264'IN BASTIAN.
 GX3264'IN BASTIAN, ALONG U.S. HIGHWAY 52, IN TOP OF THE WEST END OF THE NORTH
 GX3264'ABUTMENT OF THE BRIDGE OVER HUNTING CAMP CREEK, 5.49 METERS (18.0 FT)
 GX3264'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT) EAST OF THE
 GX3264'WEST END OF THE ABUTMENT.
 GX3264'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3237 ***********************************************************************
 HW3237  DESIGNATION -  E 506
 HW3237  PID         -  HW3237
 HW3237  STATE/COUNTY-  VA/AUGUSTA
 HW3237  USGS QUAD   -  STUARTS DRAFT (1984)
 HW3237
 HW3237                         *CURRENT SURVEY CONTROL
 HW3237  ___________________________________________________________________
 HW3237* NAD 83(1986)-  38 07 09.     (N)    079 04 00.     (W)     SCALED    
 HW3237* NAVD 88     -       464.693  (meters)    1524.58   (feet)  ADJUSTED  
 HW3237  ___________________________________________________________________
 HW3237  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HW3237  DYNAMIC HT  -         464.338 (meters)    1523.42  (feet)  COMP
 HW3237  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 HW3237
 HW3237  VERT ORDER  -  FIRST     CLASS II
 HW3237
 HW3237.The horizontal coordinates were scaled from a topographic map and have
 HW3237.an estimated accuracy of +/- 6 seconds.
 HW3237
 HW3237.The orthometric height was determined by differential leveling
 HW3237.and adjusted by the National Geodetic Survey in June 1991..
 HW3237
 HW3237.The geoid height was determined by GEOID03.
 HW3237
 HW3237.The dynamic height is computed by dividing the NAVD 88
 HW3237.geopotential number by the normal gravity value computed on the
 HW3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3237.degrees latitude (g = 980.6199 gals.).
 HW3237
 HW3237.The modeled gravity was interpolated from observed gravity values.
 HW3237
 HW3237;                    North         East    Units  Estimated Accuracy
 HW3237;SPC VA N     - 2,050,380.    3,450,310.      MT  (+/- 180 meters Scaled)
 HW3237
 HW3237                          SUPERSEDED SURVEY CONTROL
 HW3237
 HW3237.No superseded survey control is available for this station.
 HW3237
 HW3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC694208(NAD 83)
 HW3237_MARKER: DB = BENCH MARK DISK
 HW3237_SETTING: 80 = SET IN A BOULDER
 HW3237_SP_SET: BOULDER
 HW3237_STAMPING: E 506 1984
 HW3237_MARK LOGO: NGS   
 HW3237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3237+STABILITY: POSITION/ELEVATION WELL
 HW3237
 HW3237  HISTORY     - Date     Condition        Report By
 HW3237  HISTORY     - 1984     MONUMENTED       NGS
 HW3237
 HW3237                          STATION DESCRIPTION
 HW3237
 HW3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3237'3.5 KM (2.2 MI) SOUTH FROM STAUNTON.
 HW3237'3.5 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF U.S.
 HW3237'HIGHWAY 250 IN STAUNTON TO THE MARK ON THE LEFT, JUST AFTER PASSING
 HW3237'UNDER STATE HIGHWAY 262, 16.1 METERS (53.0 FT) SOUTHEAST OF THE
 HW3237'CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY 11, 8.8 METERS (29.0 FT)
 HW3237'NORTH OF THE CENTER OF A METAL CULVERT UNDER HIGHWAY 11.
 HW3237'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 HW3237'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8114 ***********************************************************************
 HV8114  DESIGNATION -  E 507
 HV8114  PID         -  HV8114
 HV8114  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8114  USGS QUAD   -  SALEM CHURCH (1994)
 HV8114
 HV8114                         *CURRENT SURVEY CONTROL
 HV8114  ___________________________________________________________________
 HV8114* NAD 83(1993)-  38 17 28.58359(N)    077 31 32.34291(W)     ADJUSTED  
 HV8114* NAVD 88     -        84.995  (meters)     278.85   (feet)  ADJUSTED  
 HV8114  ___________________________________________________________________
 HV8114  X           -   1,082,712.784 (meters)                     COMP
 HV8114  Y           -  -4,894,169.788 (meters)                     COMP
 HV8114  Z           -   3,930,903.072 (meters)                     COMP
 HV8114  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HV8114  ELLIP HEIGHT-          52.53  (meters)          (01/15/04) GPS OBS
 HV8114  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HV8114  DYNAMIC HT  -          84.942 (meters)     278.68  (feet)  COMP
 HV8114  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 HV8114
 HV8114  HORZ ORDER  -  FIRST
 HV8114  VERT ORDER  -  FIRST     CLASS II
 HV8114  ELLP ORDER  -  FOURTH    CLASS II
 HV8114
 HV8114.The horizontal coordinates were established by GPS observations
 HV8114.and adjusted by the WOOLPERT CONSULTANTS in January 2004..
 HV8114
 HV8114.The orthometric height was determined by differential leveling
 HV8114.and adjusted by the National Geodetic Survey in June 1991..
 HV8114
 HV8114.Photographs are available for this station.
 HV8114
 HV8114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8114
 HV8114.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8114
 HV8114.The ellipsoidal height was determined by GPS observations
 HV8114.and is referenced to NAD 83.
 HV8114
 HV8114.The geoid height was determined by GEOID03.
 HV8114
 HV8114.The dynamic height is computed by dividing the NAVD 88
 HV8114.geopotential number by the normal gravity value computed on the
 HV8114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8114.degrees latitude (g = 980.6199 gals.).
 HV8114
 HV8114.The modeled gravity was interpolated from observed gravity values.
 HV8114
 HV8114;                    North         East     Units Scale Factor Converg.
 HV8114;SPC VA N     - 2,069,782.241 3,585,235.265   MT  0.99996450   +0 36 29.2
 HV8114;SPC VA N     - 6,790,610.57 11,762,559.37   sFT  0.99996450   +0 36 29.2
 HV8114;UTM  18      - 4,241,151.008   279,117.773   MT  1.00020090   -1 33 56.4
 HV8114
 HV8114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8114!SPC VA N     -   0.99999176  x   0.99996450  =   0.99995626
 HV8114!UTM  18      -   0.99999176  x   1.00020090  =   1.00019266
 HV8114
 HV8114                          SUPERSEDED SURVEY CONTROL
 HV8114
 HV8114  NAVD 88 (01/15/04)   85.00   (m)          278.9    (f) LEVELING    3  
 HV8114
 HV8114.Superseded values are not recommended for survey control.
 HV8114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8114.See file dsdata.txt to determine how the superseded data were derived.
 HV8114
 HV8114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7911841151(NAD 83)
 HV8114_MARKER: I = METAL ROD
 HV8114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8114_SP_SET: STAINLESS STEEL ROD
 HV8114_STAMPING: E 507 1984
 HV8114_MARK LOGO: NGS   
 HV8114_PROJECTION: FLUSH
 HV8114_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8114+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 HV8114_ROD/PIPE-DEPTH: 3.5  meters
 HV8114
 HV8114  HISTORY     - Date     Condition        Report By
 HV8114  HISTORY     - 1984     MONUMENTED       NGS
 HV8114  HISTORY     - 19990407 GOOD             USPSQD
 HV8114  HISTORY     - 20040109 GOOD             WOOLPT
 HV8114  HISTORY     - 20040907 GOOD             GEOMET
 HV8114  HISTORY     - 20060906 GOOD             BOWMAN
 HV8114
 HV8114                          STATION DESCRIPTION
 HV8114
 HV8114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8114'4.3 KM (2.7 MI) SE FROM CHANCELLOR.
 HV8114'4.3 KM (2.7 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE ZOAN BAPTIST
 HV8114'CHURCH IN CHANCELLOR TO THE MARK ON THE RIGHT, IN FRONT OF THE
 HV8114'FREDERICKSBURG NURSING HOME AND BEHIND A BRICK STRUCTURE WITH A SIGN
 HV8114'(FREDERICKSBURG NURSING HOME), ALSO 3.9 KM (2.4 MI) WEST ALONG STATE
 HV8114'HIGHWAY 3 FROM THE OVERPASS OF ALTERNATE U.S. HIGHWAY 1 OVER STATE
 HV8114'HIGHWAY 3 IN FREDERICKSBURG, 12.13 METERS (39.8 FT) SOUTH-SOUTHEAST OF
 HV8114'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 21.00 METERS
 HV8114'(68.9 FT) EAST OF FIRE HYDRANT 541, 18.13 METERS (59.5 FT) SOUTHEAST
 HV8114'OF UTILITY POLE F 15 A J006, 0.82 METER (2.7 FT) SOUTH-SOUTHEAST OF A
 HV8114'SIGN.
 HV8114'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HV8114
 HV8114                          STATION RECOVERY (1999)
 HV8114
 HV8114'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8114'RECOVERED IN GOOD CONDITION.
 HV8114
 HV8114                          STATION RECOVERY (2004)
 HV8114
 HV8114'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 HV8114'THE STATION IS LOCATED APPROXIMATELY 13.00 MI SOUTHEAST OF THE
 HV8114'COMMUNITY
 HV8114'OF GOLDVEIN, 7.15 MI NORTHEAST OF THE COMMUNITY OF SPOTSYLVANIA AND
 HV8114'6.60 MI NORTH OF THE CITY OF FREDERICKSBURG, IN THE FRONT LAWN OF AN
 HV8114'ASSISTED LIVING FACILITY ON THE SOUTH SIDE OF US HIGHWAY 3.
 HV8114' 
 HV8114'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 (EXIT
 HV8114'130)
 HV8114'WITH US HIGHWAY 3, APPROXIMATELY 3 MI WEST OF FREDERICKSBURG, GO WEST
 HV8114'1.25 MI ON HIGHWAY 3 TO THE JUNCTION OF HIGHWAY 3 WITH STATE HIGHWAY
 HV8114'694
 HV8114'ON THE RIGHT, DOUBLE TURN LEFT (U-TURN) AND CONTINUE EAST 0.05 MI ON
 HV8114'HIGHWAY 3 TO THE STATION ON THE RIGHT. THE STATION IS A PUNCH-MARK ON
 HV8114'THE
 HV8114'TOP OF A 5/16-INCH DIAMETER STAINLESS STEEL ROD, ENCASED INSIDE A
 HV8114'5-INCH
 HV8114'DIAMETER PVC PIPE WITH A STANDARD ALUMINUM NGS VERTICAL CONTROL MARK
 HV8114'LOGO CAP STAMPED --E 507 1984-- AND SURROUNDED BY CONCRETE.
 HV8114' 
 HV8114'THE STATION IS 37.4 METERS NORTH-NORTHEAST OF A FLAG POLE, 18.8 METERS
 HV8114'NORTH OF THE NORTH EDGE OF THE FACILITY'S FRONT PARKING LOT, 17.1
 HV8114'METERS
 HV8114'EAST OF A UTILITY POLE, 4.6 METERS SOUTH OF THE SOUTH BACK-OF-CURB OF
 HV8114'HIGHWAY 3, AND 0.8 METERS SOUTH OF THE SOUTH FACE OF THE BRICK
 HV8114'--BEVERLY
 HV8114'HEALTH CARE-- SIGN AND AN ORANGE FIBERGLASS WITNESS POST.
 HV8114' 
 HV8114'NOTE--ACCESS TO DATUM POINT IS GAINED THROUGH THE 5-INCH LOGO CAP.
 HV8114' 
 HV8114' 
 HV8114' 
 HV8114'
 HV8114
 HV8114                          STATION RECOVERY (2004)
 HV8114
 HV8114'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV8114'AS DESCRIBED EXCEPT THE MARK HAS BEEN SEEDED OVER AND IS NOW .5 FEET
 HV8114'BELOW GROUND.
 HV8114
 HV8114                          STATION RECOVERY (2006)
 HV8114
 HV8114'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2006 (PJT)
 HV8114'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8766 ***********************************************************************
 HV8766  TIDAL BM    -  This is a Tidal Bench Mark.
 HV8766  DESIGNATION -  E 508
 HV8766  PID         -  HV8766
 HV8766  STATE/COUNTY-  VA/WESTMORELAND
 HV8766  USGS QUAD   -  COLONIAL BEACH NORTH (1988)
 HV8766
 HV8766                         *CURRENT SURVEY CONTROL
 HV8766  ___________________________________________________________________
 HV8766* NAD 83(1986)-  38 15 11.     (N)    076 57 47.     (W)     SCALED    
 HV8766* NAVD 88     -         3.256  (meters)      10.68   (feet)  ADJUSTED  
 HV8766  ___________________________________________________________________
 HV8766  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HV8766  DYNAMIC HT  -           3.254 (meters)      10.68  (feet)  COMP
 HV8766  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HV8766
 HV8766  VERT ORDER  -  FIRST     CLASS II
 HV8766
 HV8766.The horizontal coordinates were scaled from a topographic map and have
 HV8766.an estimated accuracy of +/- 6 seconds.
 HV8766
 HV8766.The orthometric height was determined by differential leveling
 HV8766.and adjusted by the National Geodetic Survey in June 1991..
 HV8766
 HV8766.This Tidal Bench Mark is designated as VM 13642
 HV8766.by the Center for Operational Oceanographic Products and Services.
 HV8766
 HV8766.The geoid height was determined by GEOID03.
 HV8766
 HV8766.The dynamic height is computed by dividing the NAVD 88
 HV8766.geopotential number by the normal gravity value computed on the
 HV8766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8766.degrees latitude (g = 980.6199 gals.).
 HV8766
 HV8766.The modeled gravity was interpolated from observed gravity values.
 HV8766
 HV8766;                    North         East    Units  Estimated Accuracy
 HV8766;SPC VA N     - 2,066,210.    3,634,520.      MT  (+/- 180 meters Scaled)
 HV8766
 HV8766                          SUPERSEDED SURVEY CONTROL
 HV8766
 HV8766  NGVD 29 (05/17/90)    3.491  (m)           11.45   (f) ADJUSTED    1 2
 HV8766
 HV8766.Superseded values are not recommended for survey control.
 HV8766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8766.See file dsdata.txt to determine how the superseded data were derived.
 HV8766
 HV8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH282357(NAD 83)
 HV8766_MARKER: I = METAL ROD
 HV8766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV8766_SP_SET: STAINLESS STEEL ROD
 HV8766_STAMPING: E 508 1990
 HV8766_MARK LOGO: NGS   
 HV8766_PROJECTION: FLUSH
 HV8766_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8766+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8766_ROD/PIPE-DEPTH: 14.5 meters
 HV8766
 HV8766  HISTORY     - Date     Condition        Report By
 HV8766  HISTORY     - 1990     MONUMENTED       NGS
 HV8766  HISTORY     - 19981121 GOOD             USPSQD
 HV8766  HISTORY     - 20030318 GOOD             USPSQD
 HV8766  HISTORY     - 20051115 GOOD             USPSQD
 HV8766
 HV8766                          STATION DESCRIPTION
 HV8766
 HV8766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8766'IN COLONIAL BEACH, AT 305 WASHINGTON AVENUE, 48.0 M (157.48 FT) EAST
 HV8766'OF THE CENTERLINE OF THE AVENUE, 12.8 M (41.99 FT) SOUTH OF THE
 HV8766'CENTER OF A PAVED DRIVEWAY LEADING EAST TO THE RENO BAR, 11.0 M
 HV8766'(36.09 FT) EAST OF THE NORTHEAST CORNER OF A HOUSE, 5.5 M (18.04 FT)
 HV8766'WEST OF A FENCE CORNER, 0.45 M (1.48 FT) NORTH OF A CHAIN-LINK FENCE,
 HV8766'AND LEVEL WITH THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 HV8766'THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON PROPERTY OWNED BY MR.
 HV8766'BANKS D. PREVATT, 301 BEACH TERRACE, COLONIAL BEACH, VA 22443,
 HV8766'TELEPHONE NUMBER (804) 224-7055.
 HV8766
 HV8766                          STATION RECOVERY (1998)
 HV8766
 HV8766'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8766'RECOVERED IN GOOD CONDITION.
 HV8766
 HV8766                          STATION RECOVERY (2003)
 HV8766
 HV8766'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8766'RECOVERED IN GOOD CONDITION.
 HV8766
 HV8766                          STATION RECOVERY (2005)
 HV8766
 HV8766'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1408 ***********************************************************************
 FX1408  DESIGNATION -  E 51
 FX1408  PID         -  FX1408
 FX1408  STATE/COUNTY-  VA/BRUNSWICK
 FX1408  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1408
 FX1408                         *CURRENT SURVEY CONTROL
 FX1408  ___________________________________________________________________
 FX1408* NAD 83(1986)-  36 50 45.     (N)    077 50 20.     (W)     SCALED    
 FX1408* NAVD 88     -       106.327  (meters)     348.84   (feet)  POSTED    
 FX1408  ___________________________________________________________________
 FX1408  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 FX1408  DYNAMIC HT  -         106.250 (meters)     348.59  (feet)  COMP
 FX1408  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 FX1408
 FX1408  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1408
 FX1408.The horizontal coordinates were scaled from a topographic map and have
 FX1408.an estimated accuracy of +/- 6 seconds.
 FX1408
 FX1408.The orthometric height was determined by differential leveling
 FX1408.and adjusted by the National Geodetic Survey in 1992..
 FX1408.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1408.rate of 0.0 thru 1.0 mm/km.
 FX1408
 FX1408.The geoid height was determined by GEOID03.
 FX1408
 FX1408.The dynamic height is computed by dividing the NAVD 88
 FX1408.geopotential number by the normal gravity value computed on the
 FX1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1408.degrees latitude (g = 980.6199 gals.).
 FX1408
 FX1408.The modeled gravity was interpolated from observed gravity values.
 FX1408
 FX1408;                    North         East    Units  Estimated Accuracy
 FX1408;SPC VA S     - 1,057,080.    3,558,960.      MT  (+/- 180 meters Scaled)
 FX1408
 FX1408                          SUPERSEDED SURVEY CONTROL
 FX1408
 FX1408  NGVD 29 (??/??/92)  106.648  (m)          349.89   (f) ADJ UNCH    2 0
 FX1408
 FX1408.Superseded values are not recommended for survey control.
 FX1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1408.See file dsdata.txt to determine how the superseded data were derived.
 FX1408
 FX1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF468815(NAD 83)
 FX1408_MARKER: DB = BENCH MARK DISK
 FX1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1408_STAMPING: 349.904 E 51 1934
 FX1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1408+STABILITY: SURFACE MOTION
 FX1408
 FX1408  HISTORY     - Date     Condition        Report By
 FX1408  HISTORY     - 1934     MONUMENTED       CGS
 FX1408  HISTORY     - 1961     MARK NOT FOUND   NGS
 FX1408  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1408  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1408
 FX1408                          STATION DESCRIPTION
 FX1408
 FX1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1408'2.8 MI SE FROM ALBERTA.
 FX1408'2.8 MILES SOUTHEAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 FX1408'AT ALBERTA, BRUNSWICK COUNTY, 160 YARDS NORTHWEST OF MILEPOST 95,
 FX1408'IN THE SOUTH ANGLE OF THE CROSSING OF STATE SECONDARY ROAD 642,
 FX1408'39 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTHWEST
 FX1408'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 34 FEET WEST OF THE WEST
 FX1408'CORNER OF A CONCRETE CULVERT, LEVEL WITH THE TRACK, AND SET IN
 FX1408'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 FX1408
 FX1408                          STATION RECOVERY (1965)
 FX1408
 FX1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1408'MARK NOT FOUND.
 FX1408
 FX1408                          STATION RECOVERY (2001)
 FX1408
 FX1408'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9598 ***********************************************************************
 AI9598  DESIGNATION -  E 511
 AI9598  PID         -  AI9598
 AI9598  STATE/COUNTY-  VA/ISLE OF WIGHT
 AI9598  USGS QUAD   -  BENNS CHURCH (1986)
 AI9598
 AI9598                         *CURRENT SURVEY CONTROL
 AI9598  ___________________________________________________________________
 AI9598* NAD 83(1986)-  36 56 51.     (N)    076 33 35.     (W)     SCALED    
 AI9598* NAVD 88     -         6.743  (meters)      22.12   (feet)  ADJUSTED  
 AI9598  ___________________________________________________________________
 AI9598  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 AI9598  DYNAMIC HT  -           6.738 (meters)      22.11  (feet)  COMP
 AI9598  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 AI9598
 AI9598  VERT ORDER  -  FIRST     CLASS II
 AI9598
 AI9598.The horizontal coordinates were scaled from a topographic map and have
 AI9598.an estimated accuracy of +/- 6 seconds.
 AI9598
 AI9598.The orthometric height was determined by differential leveling
 AI9598.and adjusted by the National Geodetic Survey in July 2002..
 AI9598.No vertical observational check was made to the station.
 AI9598
 AI9598.The geoid height was determined by GEOID03.
 AI9598
 AI9598.The dynamic height is computed by dividing the NAVD 88
 AI9598.geopotential number by the normal gravity value computed on the
 AI9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9598.degrees latitude (g = 980.6199 gals.).
 AI9598
 AI9598.The modeled gravity was interpolated from observed gravity values.
 AI9598
 AI9598;                    North         East    Units  Estimated Accuracy
 AI9598;SPC VA S     - 1,069,930.    3,672,810.      MT  (+/- 180 meters Scaled)
 AI9598
 AI9598                          SUPERSEDED SURVEY CONTROL
 AI9598
 AI9598.No superseded survey control is available for this station.
 AI9598
 AI9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF611901(NAD 83)
 AI9598_MARKER: F = FLANGE-ENCASED ROD
 AI9598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9598_STAMPING: E 511 2000
 AI9598_MARK LOGO: NGS   
 AI9598_PROJECTION: RECESSED 3 CENTIMETERS
 AI9598_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9598+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9598_ROD/PIPE-DEPTH: 18.3 meters
 AI9598_SLEEVE-DEPTH  : 0.9 meters
 AI9598
 AI9598  HISTORY     - Date     Condition        Report By
 AI9598  HISTORY     - 2000     MONUMENTED       NGS
 AI9598
 AI9598                          STATION DESCRIPTION
 AI9598
 AI9598'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9598'1.2 KM (0.75 MI) NORTHERLY ALONG U.S.  HIGHWAY 17 FROM THE POST OFFICE
 AI9598'IN CARROLLTON, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG U.S.  HIGHWAY
 AI9598'258, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 665, 52.1 M
 AI9598'(170.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 24.0 M
 AI9598'(78.7 FT) NORTH-NORTHWEST OF THE HIGHWAY CENTER, 17.0 M (55.8 FT)
 AI9598'NORTH-NORTHEAST OF UTILITY POLE NUMBER 2 WITH A GUY CABLE, 5.2 M (17.1
 AI9598'FT) WEST-SOUTHWEST OF THE CENTER OF OSBORNE LANE, AND 1.8 M (5.9 FT)
 AI9598'WEST-SOUTHWEST OF UTILITY POLE NUMBER 3 WITH 2 GUY CABLES.
 AI9598'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI9598'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AI9598'MARK IS ON PROPERTY OWNED BY B.G.  OSBORNE, 14073 OSBORNE LANE,
 AI9598'CARROLLTON, VA 23314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3648 ***********************************************************************
 AI3648  DESIGNATION -  E 512
 AI3648  PID         -  AI3648
 AI3648  STATE/COUNTY-  VA/C OF MANASSAS
 AI3648  USGS QUAD   -  MANASSAS (1994)
 AI3648
 AI3648                         *CURRENT SURVEY CONTROL
 AI3648  ___________________________________________________________________
 AI3648* NAD 83(1986)-  38 45 12.     (N)    077 29 39.     (W)     SCALED    
 AI3648* NAVD 88     -        76.725  (meters)     251.72   (feet)  ADJUSTED  
 AI3648  ___________________________________________________________________
 AI3648  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AI3648  DYNAMIC HT  -          76.682 (meters)     251.58  (feet)  COMP
 AI3648  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 AI3648
 AI3648  VERT ORDER  -  SECOND    CLASS I
 AI3648
 AI3648.The horizontal coordinates were scaled from a topographic map and have
 AI3648.an estimated accuracy of +/- 6 seconds.
 AI3648
 AI3648.The orthometric height was determined by differential leveling
 AI3648.and adjusted by the National Geodetic Survey in April 2000..
 AI3648
 AI3648.The geoid height was determined by GEOID03.
 AI3648
 AI3648.The dynamic height is computed by dividing the NAVD 88
 AI3648.geopotential number by the normal gravity value computed on the
 AI3648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3648.degrees latitude (g = 980.6199 gals.).
 AI3648
 AI3648.The modeled gravity was interpolated from observed gravity values.
 AI3648
 AI3648;                    North         East    Units  Estimated Accuracy
 AI3648;SPC VA N     - 2,121,100.    3,587,430.      MT  (+/- 180 meters Scaled)
 AI3648
 AI3648                          SUPERSEDED SURVEY CONTROL
 AI3648
 AI3648.No superseded survey control is available for this station.
 AI3648
 AI3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH832923(NAD 83)
 AI3648_MARKER: DV = VERTICAL CONTROL DISK
 AI3648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3648_SP_SET: CULVERT HEADWALL
 AI3648_STAMPING: E 512 1999
 AI3648_MARK LOGO: NGS   
 AI3648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3648+STABILITY: SURFACE MOTION
 AI3648
 AI3648  HISTORY     - Date     Condition        Report By
 AI3648  HISTORY     - 1999     MONUMENTED       NGS
 AI3648
 AI3648                          STATION DESCRIPTION
 AI3648
 AI3648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RWA)
 AI3648'0.1 MILE (0.2 KM) NORTH ALONG STATE HIGHWAY 674 (WELLINGTON ROAD) TO A
 AI3648'WAREHOUSE ON RIGHT, THENCE 0.05 MILE (0.08 KM) EAST ACROSS LAWN TO
 AI3648'NORFOLK SOUTHERN RAILROAD OR 0.1 MILE (0.2 KM) NORTH ALONG THE NORFOLK
 AI3648'SOUTHERN RAILROAD TO MARK ON LEFT, IN THE MIDDLE OF THE HEADWALL OF A
 AI3648'DOUBLE CIRCLE CONCRETE CULVERT UNDER TRACKS, 22.0 FEET (6.7 M) WEST OF
 AI3648'WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1034 ***********************************************************************
 FX1034  DESIGNATION -  E 52
 FX1034  PID         -  FX1034
 FX1034  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1034  USGS QUAD   -  FRANKLIN (1986)
 FX1034
 FX1034                         *CURRENT SURVEY CONTROL
 FX1034  ___________________________________________________________________
 FX1034* NAD 83(1986)-  36 40 53.     (N)    076 55 28.     (W)     SCALED    
 FX1034* NAVD 88     -         5.870  (meters)      19.26   (feet)  POSTED    
 FX1034  ___________________________________________________________________
 FX1034  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 FX1034  DYNAMIC HT  -           5.870 (meters)      19.26  (feet)  COMP
 FX1034  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 FX1034
 FX1034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1034
 FX1034.The horizontal coordinates were scaled from a topographic map and have
 FX1034.an estimated accuracy of +/- 6 seconds.
 FX1034
 FX1034.The orthometric height was determined by differential leveling
 FX1034.and adjusted by the National Geodetic Survey in 1992..
 FX1034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1034.rate of 0.0 thru 1.0 mm/km.
 FX1034
 FX1034.The geoid height was determined by GEOID03.
 FX1034
 FX1034.The dynamic height is computed by dividing the NAVD 88
 FX1034.geopotential number by the normal gravity value computed on the
 FX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1034.degrees latitude (g = 980.6199 gals.).
 FX1034
 FX1034.The modeled gravity was interpolated from observed gravity values.
 FX1034
 FX1034;                    North         East    Units  Estimated Accuracy
 FX1034;SPC VA S     - 1,039,800.    3,640,820.      MT  (+/- 180 meters Scaled)
 FX1034
 FX1034                          SUPERSEDED SURVEY CONTROL
 FX1034
 FX1034  NGVD 29 (??/??/92)    6.330  (m)           20.77   (f) ADJ UNCH    1 2
 FX1034
 FX1034.Superseded values are not recommended for survey control.
 FX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1034.See file dsdata.txt to determine how the superseded data were derived.
 FX1034
 FX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF280612(NAD 83)
 FX1034_MARKER: DB = BENCH MARK DISK
 FX1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1034_STAMPING: 20.928 E 52 1934
 FX1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1034+STABILITY: SURFACE MOTION
 FX1034
 FX1034  HISTORY     - Date     Condition        Report By
 FX1034  HISTORY     - 1934     MONUMENTED       CGS
 FX1034  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1034
 FX1034                          STATION DESCRIPTION
 FX1034
 FX1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1034'AT FRANKLIN.
 FX1034'AT FRANKLIN, SOUTHAMPTON COUNTY, 50 FEET NORTHEAST OF THE
 FX1034'NORTHEAST CORNER OF THE ATLANTIC AND DANVILLE RAILROAD STATION,
 FX1034'26 YARDS SOUTH OF THE SOUTH CORNER OF THE STATE HIGHWAY COMMISSION
 FX1034'GARAGE, 59 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A
 FX1034'DIRT ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 FX1034'LEVEL WITH THE BASE OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 FX1034'POST PROJECTING 3 INCHES ABOVE GROUND.  MEASUREMENTS WERE TAKEN
 FX1034'AND A HOLE WAS DUG 2 FEET DEEP AND 2.5 FEET IN DIAMETER BUT THE
 FX1034'MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0743 ***********************************************************************
 FY0743  DESIGNATION -  E 53
 FY0743  PID         -  FY0743
 FY0743  STATE/COUNTY-  VA/HALIFAX
 FY0743  USGS QUAD   -  OAK LEVEL (1982)
 FY0743
 FY0743                         *CURRENT SURVEY CONTROL
 FY0743  ___________________________________________________________________
 FY0743* NAD 83(1986)-  36 39 21.     (N)    079 04 43.     (W)     SCALED    
 FY0743* NAVD 88     -       107.612  (meters)     353.06   (feet)  ADJUSTED  
 FY0743  ___________________________________________________________________
 FY0743  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FY0743  DYNAMIC HT  -         107.528 (meters)     352.78  (feet)  COMP
 FY0743  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 FY0743
 FY0743  VERT ORDER  -  SECOND    CLASS 0
 FY0743
 FY0743.The horizontal coordinates were scaled from a topographic map and have
 FY0743.an estimated accuracy of +/- 6 seconds.
 FY0743
 FY0743.The orthometric height was determined by differential leveling
 FY0743.and adjusted by the National Geodetic Survey in June 1991..
 FY0743
 FY0743.The geoid height was determined by GEOID03.
 FY0743
 FY0743.The dynamic height is computed by dividing the NAVD 88
 FY0743.geopotential number by the normal gravity value computed on the
 FY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0743.degrees latitude (g = 980.6199 gals.).
 FY0743
 FY0743.The modeled gravity was interpolated from observed gravity values.
 FY0743
 FY0743;                    North         East    Units  Estimated Accuracy
 FY0743;SPC VA S     - 1,035,950.    3,448,270.      MT  (+/- 180 meters Scaled)
 FY0743
 FY0743                          SUPERSEDED SURVEY CONTROL
 FY0743
 FY0743  NGVD 29 (??/??/92)  107.937  (m)          354.12   (f) ADJ UNCH    2 0
 FY0743
 FY0743.Superseded values are not recommended for survey control.
 FY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0743.See file dsdata.txt to determine how the superseded data were derived.
 FY0743
 FY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA717584(NAD 83)
 FY0743_MARKER: DB = BENCH MARK DISK
 FY0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0743_SP_SET: BRIDGE
 FY0743_STAMPING: 354.176 E 53 1934
 FY0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0743
 FY0743  HISTORY     - Date     Condition        Report By
 FY0743  HISTORY     - 1934     MONUMENTED       CGS
 FY0743  HISTORY     - 1935     GOOD             NGS
 FY0743
 FY0743                          STATION DESCRIPTION
 FY0743
 FY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY0743'3 MI SW FROM NEWS FERRY.
 FY0743'RECOVERED AS DESCRIBED.  3.0 MILES SOUTHWEST ALONG THE SOUTHERN
 FY0743'RAILWAY FROM THE STATION AT NEWS FERRY, HALIFAX COUNTY, AT BRIDGE
 FY0743'F 19.5 OVER LITTLE TOBY CREEK, IN THE TOP OF THE NORTHEAST
 FY0743'ABUTMENT, 18 INCHES FROM THE NORTHEAST END OF THE NORTHWEST
 FY0743'CONCRETE RETAINING WALL, ABOUT 2 YARDS NORTHWEST OF THE CENTERLINE
 FY0743'OF THE TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK,
 FY0743'STAMPED 354.176 E 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1504 ***********************************************************************
 GW1504  DESIGNATION -  E 54
 GW1504  PID         -  GW1504
 GW1504  STATE/COUNTY-  VA/FRANKLIN
 GW1504  USGS QUAD   -  BOONES MILL (1978)
 GW1504
 GW1504                         *CURRENT SURVEY CONTROL
 GW1504  ___________________________________________________________________
 GW1504* NAD 83(1986)-  37 00 07.     (N)    079 53 27.     (W)     SCALED    
 GW1504* NAVD 88     -       350.534  (meters)    1150.04   (feet)  ADJUSTED  
 GW1504  ___________________________________________________________________
 GW1504  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GW1504  DYNAMIC HT  -         350.245 (meters)    1149.10  (feet)  COMP
 GW1504  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 GW1504
 GW1504  VERT ORDER  -  FIRST     CLASS II
 GW1504
 GW1504.The horizontal coordinates were scaled from a topographic map and have
 GW1504.an estimated accuracy of +/- 6 seconds.
 GW1504
 GW1504.The orthometric height was determined by differential leveling
 GW1504.and adjusted by the National Geodetic Survey in June 1991..
 GW1504
 GW1504.The geoid height was determined by GEOID03.
 GW1504
 GW1504.The dynamic height is computed by dividing the NAVD 88
 GW1504.geopotential number by the normal gravity value computed on the
 GW1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1504.degrees latitude (g = 980.6199 gals.).
 GW1504
 GW1504.The modeled gravity was interpolated from observed gravity values.
 GW1504
 GW1504;                    North         East    Units  Estimated Accuracy
 GW1504;SPC VA S     - 1,075,110.    3,376,210.      MT  (+/- 180 meters Scaled)
 GW1504
 GW1504                          SUPERSEDED SURVEY CONTROL
 GW1504
 GW1504  NGVD 29 (??/??/92)  350.724  (m)         1150.67   (f) ADJ UNCH    1 2
 GW1504
 GW1504.Superseded values are not recommended for survey control.
 GW1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1504.See file dsdata.txt to determine how the superseded data were derived.
 GW1504
 GW1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA986956(NAD 83)
 GW1504_MARKER: DB = BENCH MARK DISK
 GW1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1504_SP_SET: PIER
 GW1504_STAMPING: 1150.742 E 54 1934
 GW1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1504
 GW1504  HISTORY     - Date     Condition        Report By
 GW1504  HISTORY     - 1934     MONUMENTED       CGS
 GW1504  HISTORY     - 1963     GOOD             NGS
 GW1504
 GW1504                          STATION DESCRIPTION
 GW1504
 GW1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1504'AT ROCKYMOUNT.
 GW1504'AT ROCKYMOUNT, FRANKLIN COUNTY, ABOUT 130 YARDS NORTHEAST OF THE
 GW1504'NORFOLK AND WESTERN RAILWAY STATION, ABOUT 60 YARDS EAST OF
 GW1504'MILEPOST R 32, ABOUT 1-1/4 RAILS EAST OF SIGNAL TOWER RW 320,
 GW1504'AT AN OVERHEAD HIGHWAY BRIDGE, IN THE TOP OF THE EAST CORNER OF
 GW1504'THE WEST FOUNDATION PIER, ABOUT 6 YARDS SOUTHEAST OF THE CENTER
 GW1504'LINE OF THE MAIN TRACK, AND ABOUT 3 FEET HIGHER THAN THE BASE OF
 GW1504'THE RAIL.  A STANDARD DISK, STAMPED 1150.742 E 54 1934.
 GW1504
 GW1504                          STATION RECOVERY (1963)
 GW1504
 GW1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1205 ***********************************************************************
 GW1205  DESIGNATION -  E 55
 GW1205  PID         -  GW1205
 GW1205  STATE/COUNTY-  VA/CAMPBELL
 GW1205  USGS QUAD   -  GLADYS (1982)
 GW1205
 GW1205                         *CURRENT SURVEY CONTROL
 GW1205  ___________________________________________________________________
 GW1205* NAD 83(1986)-  37 09 48.     (N)    079 04 25.     (W)     SCALED    
 GW1205* NAVD 88     -       238.983  (meters)     784.06   (feet)  ADJUSTED  
 GW1205  ___________________________________________________________________
 GW1205  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GW1205  DYNAMIC HT  -         238.801 (meters)     783.47  (feet)  COMP
 GW1205  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 GW1205
 GW1205  VERT ORDER  -  SECOND    CLASS 0
 GW1205
 GW1205.The horizontal coordinates were scaled from a topographic map and have
 GW1205.an estimated accuracy of +/- 6 seconds.
 GW1205
 GW1205.The orthometric height was determined by differential leveling
 GW1205.and adjusted by the National Geodetic Survey in June 1991..
 GW1205
 GW1205.The geoid height was determined by GEOID03.
 GW1205
 GW1205.The dynamic height is computed by dividing the NAVD 88
 GW1205.geopotential number by the normal gravity value computed on the
 GW1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1205.degrees latitude (g = 980.6199 gals.).
 GW1205
 GW1205.The modeled gravity was interpolated from observed gravity values.
 GW1205
 GW1205;                    North         East    Units  Estimated Accuracy
 GW1205;SPC VA S     - 1,092,260.    3,449,050.      MT  (+/- 180 meters Scaled)
 GW1205
 GW1205                          SUPERSEDED SURVEY CONTROL
 GW1205
 GW1205  NGVD 29 (??/??/92)  239.231  (m)          784.88   (f) ADJ UNCH    2 0
 GW1205
 GW1205.Superseded values are not recommended for survey control.
 GW1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1205.See file dsdata.txt to determine how the superseded data were derived.
 GW1205
 GW1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB710147(NAD 83)
 GW1205_MARKER: DB = BENCH MARK DISK
 GW1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1205_STAMPING: E 55 1934
 GW1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1205+STABILITY: SURFACE MOTION
 GW1205
 GW1205  HISTORY     - Date     Condition        Report By
 GW1205  HISTORY     - 1934     MONUMENTED       CGS
 GW1205  HISTORY     - 1956     MARK NOT FOUND   USGS
 GW1205
 GW1205                          STATION DESCRIPTION
 GW1205
 GW1205'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GW1205'AT GLADYS.
 GW1205'AT GLADYS, CAMPBELL COUNTY, 335 FEET SOUTH OF THE NORFOLK AND
 GW1205'WESTERN RAILWAY STATION, 190 FEET SOUTH OF THE CROSSING OF THE
 GW1205'ROAD LEADING TO ALTAVISTA, 190 FEET SOUTHWEST OF HUGHES BROTHERS
 GW1205'STORE, 90 FEET WEST OF W.E. POLLOCKS STORE, 90 FEET SOUTH OF AN
 GW1205'OLD BARN, 14 YARDS WEST OF THE CENTERLINE OF THE TRACK, AND 4
 GW1205'INCHES HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0951 ***********************************************************************
 HW0951  DESIGNATION -  E 56
 HW0951  PID         -  HW0951
 HW0951  STATE/COUNTY-  VA/AUGUSTA
 HW0951  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0951
 HW0951                         *CURRENT SURVEY CONTROL
 HW0951  ___________________________________________________________________
 HW0951* NAD 83(1986)-  38 04 14.     (N)    078 52 49.     (W)     SCALED    
 HW0951* NAVD 88     -       398.567  (meters)    1307.63   (feet)  ADJUSTED  
 HW0951  ___________________________________________________________________
 HW0951  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW0951  DYNAMIC HT  -         398.264 (meters)    1306.64  (feet)  COMP
 HW0951  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 HW0951
 HW0951  VERT ORDER  -  SECOND    CLASS 0
 HW0951
 HW0951.The horizontal coordinates were scaled from a topographic map and have
 HW0951.an estimated accuracy of +/- 6 seconds.
 HW0951
 HW0951.The orthometric height was determined by differential leveling
 HW0951.and adjusted by the National Geodetic Survey in June 1991..
 HW0951
 HW0951.The geoid height was determined by GEOID03.
 HW0951
 HW0951.The dynamic height is computed by dividing the NAVD 88
 HW0951.geopotential number by the normal gravity value computed on the
 HW0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0951.degrees latitude (g = 980.6199 gals.).
 HW0951
 HW0951.The modeled gravity was interpolated from observed gravity values.
 HW0951
 HW0951;                    North         East    Units  Estimated Accuracy
 HW0951;SPC VA N     - 2,044,900.    3,466,630.      MT  (+/- 180 meters Scaled)
 HW0951
 HW0951                          SUPERSEDED SURVEY CONTROL
 HW0951
 HW0951  NGVD 29 (??/??/92)  398.728  (m)         1308.16   (f) ADJ UNCH    2 0
 HW0951
 HW0951.Superseded values are not recommended for survey control.
 HW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0951.See file dsdata.txt to determine how the superseded data were derived.
 HW0951
 HW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC859157(NAD 83)
 HW0951_MARKER: DB = BENCH MARK DISK
 HW0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0951_SP_SET: BRIDGE
 HW0951_STAMPING: E 56 1934
 HW0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0951
 HW0951  HISTORY     - Date     Condition        Report By
 HW0951  HISTORY     - 1934     MONUMENTED       CGS
 HW0951  HISTORY     - 1958     GOOD             NGS
 HW0951
 HW0951                          STATION DESCRIPTION
 HW0951
 HW0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0951'0.3 MI W FROM WAYNESBORO.
 HW0951'0.3 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 HW0951'STATION AT WAYNESBORO, ON TOP OF THE SOUTH END OF THE EAST
 HW0951'CONCRETE ABUTMENT OF THE LARGE BRIDGE OVER NORTH CHARLOTTE AVENUE,
 HW0951'4 1/2 FEET SOUTH OF THE SOUTH RAIL AND 2 FEET BELOW THE LEVEL
 HW0951'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1711 ***********************************************************************
 GW1711  DESIGNATION -  E 57
 GW1711  PID         -  GW1711
 GW1711  STATE/COUNTY-  VA/BATH
 GW1711  USGS QUAD   -  MILLBORO (1986)
 GW1711
 GW1711                         *CURRENT SURVEY CONTROL
 GW1711  ___________________________________________________________________
 GW1711* NAD 83(1986)-  37 58 28.     (N)    079 36 11.     (W)     SCALED    
 GW1711* NAVD 88     -       514.174  (meters)    1686.92   (feet)  ADJUSTED  
 GW1711  ___________________________________________________________________
 GW1711  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1711  DYNAMIC HT  -         513.766 (meters)    1685.58  (feet)  COMP
 GW1711  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 GW1711
 GW1711  VERT ORDER  -  SECOND    CLASS 0
 GW1711
 GW1711.The horizontal coordinates were scaled from a topographic map and have
 GW1711.an estimated accuracy of +/- 6 seconds.
 GW1711
 GW1711.The orthometric height was determined by differential leveling
 GW1711.and adjusted by the National Geodetic Survey in June 1991..
 GW1711
 GW1711.The geoid height was determined by GEOID03.
 GW1711
 GW1711.The dynamic height is computed by dividing the NAVD 88
 GW1711.geopotential number by the normal gravity value computed on the
 GW1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1711.degrees latitude (g = 980.6199 gals.).
 GW1711
 GW1711.The modeled gravity was interpolated from observed gravity values.
 GW1711
 GW1711;                    North         East    Units  Estimated Accuracy
 GW1711;SPC VA N     - 2,034,750.    3,403,080.      MT  (+/- 180 meters Scaled)
 GW1711
 GW1711                          SUPERSEDED SURVEY CONTROL
 GW1711
 GW1711  NGVD 29 (??/??/92)  514.297  (m)         1687.32   (f) ADJ UNCH    2 0
 GW1711
 GW1711.Superseded values are not recommended for survey control.
 GW1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1711.See file dsdata.txt to determine how the superseded data were derived.
 GW1711
 GW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC226039(NAD 83)
 GW1711_MARKER: DB = BENCH MARK DISK
 GW1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1711_STAMPING: E 57 1934
 GW1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1711+STABILITY: SURFACE MOTION
 GW1711
 GW1711  HISTORY     - Date     Condition        Report By
 GW1711  HISTORY     - 1934     MONUMENTED       CGS
 GW1711
 GW1711                          STATION DESCRIPTION
 GW1711
 GW1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1711'AT MILLBORO.
 GW1711'AT MILLBORO, BATH COUNTY, 18 FEET WEST OF THE WEST END OF THE
 GW1711'CHESAPEAKE AND OHIO RAILWAY STATION, 25 FEET NORTH OF THE NORTH
 GW1711'RAIL, 4 FEET NORTHWEST OF A LARGE POLE, AND ABOUT 2 FEET HIGHER
 GW1711'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 57 1934
 GW1711'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1824 ***********************************************************************
 HW1824  DESIGNATION -  E 58
 HW1824  PID         -  HW1824
 HW1824  STATE/COUNTY-  VA/HIGHLAND
 HW1824  USGS QUAD   -  BURNSVILLE (1982)
 HW1824
 HW1824                         *CURRENT SURVEY CONTROL
 HW1824  ___________________________________________________________________
 HW1824* NAD 83(1986)-  38 14 47.     (N)    079 40 47.     (W)     SCALED    
 HW1824* NAVD 88     -       652.281  (meters)    2140.03   (feet)  ADJUSTED  
 HW1824  ___________________________________________________________________
 HW1824  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HW1824  DYNAMIC HT  -         651.753 (meters)    2138.29  (feet)  COMP
 HW1824  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 HW1824
 HW1824  VERT ORDER  -  SECOND    CLASS 0
 HW1824
 HW1824.The horizontal coordinates were scaled from a topographic map and have
 HW1824.an estimated accuracy of +/- 6 seconds.
 HW1824
 HW1824.The orthometric height was determined by differential leveling
 HW1824.and adjusted by the National Geodetic Survey in June 1991..
 HW1824
 HW1824.The geoid height was determined by GEOID03.
 HW1824
 HW1824.The dynamic height is computed by dividing the NAVD 88
 HW1824.geopotential number by the normal gravity value computed on the
 HW1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1824.degrees latitude (g = 980.6199 gals.).
 HW1824
 HW1824.The modeled gravity was interpolated from observed gravity values.
 HW1824
 HW1824;                    North         East    Units  Estimated Accuracy
 HW1824;SPC VA N     - 2,065,010.    3,396,740.      MT  (+/- 180 meters Scaled)
 HW1824
 HW1824                          SUPERSEDED SURVEY CONTROL
 HW1824
 HW1824  NGVD 29 (??/??/92)  652.369  (m)         2140.31   (f) ADJ UNCH    2 0
 HW1824
 HW1824.Superseded values are not recommended for survey control.
 HW1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1824.See file dsdata.txt to determine how the superseded data were derived.
 HW1824
 HW1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC155339(NAD 83)
 HW1824_MARKER: DB = BENCH MARK DISK
 HW1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1824_STAMPING: E 58 1934
 HW1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1824+STABILITY: SURFACE MOTION
 HW1824
 HW1824  HISTORY     - Date     Condition        Report By
 HW1824  HISTORY     - 1934     MONUMENTED       CGS
 HW1824  HISTORY     - 1937     MARK NOT FOUND   NGS
 HW1824
 HW1824                          STATION DESCRIPTION
 HW1824
 HW1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 HW1824'10.4 MI S FROM VANDERPOOL.
 HW1824'10.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 HW1824'AT VANDERPOOL, HIGHLAND COUNTY, IN THE SOUTHEAST CORNER OF
 HW1824'AN OAK WOODS, 31 YARDS SOUTHWEST OF THE SOUTH END OF A ROCK
 HW1824'CUT, 43-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 HW1824'BRIDGE OVER A SMALL CREEK, 44 FEET WEST OF THE CENTERLINE OF THE
 HW1824'HIGHWAY, 26-1/2 FEET SOUTHEAST OF A 16-INCH BLACK OAK TREE, 1 FOOT
 HW1824'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0593 ***********************************************************************
 FZ0593  DESIGNATION -  E 58
 FZ0593  PID         -  FZ0593
 FZ0593  STATE/COUNTY-  VA/GRAYSON
 FZ0593  USGS QUAD   -  GALAX (1984)
 FZ0593
 FZ0593                         *CURRENT SURVEY CONTROL
 FZ0593  ___________________________________________________________________
 FZ0593* NAD 83(1986)-  36 38 45.     (N)    080 58 38.     (W)     SCALED    
 FZ0593* NAVD 88     -       682.709  (meters)    2239.85   (feet)  ADJUSTED  
 FZ0593  ___________________________________________________________________
 FZ0593  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FZ0593  DYNAMIC HT  -         682.050 (meters)    2237.69  (feet)  COMP
 FZ0593  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 FZ0593
 FZ0593  VERT ORDER  -  SECOND    CLASS 0
 FZ0593
 FZ0593.The horizontal coordinates were scaled from a topographic map and have
 FZ0593.an estimated accuracy of +/- 6 seconds.
 FZ0593
 FZ0593.The orthometric height was determined by differential leveling
 FZ0593.and adjusted by the National Geodetic Survey in June 1991..
 FZ0593
 FZ0593.The geoid height was determined by GEOID03.
 FZ0593
 FZ0593.The dynamic height is computed by dividing the NAVD 88
 FZ0593.geopotential number by the normal gravity value computed on the
 FZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0593.degrees latitude (g = 980.6199 gals.).
 FZ0593
 FZ0593.The modeled gravity was interpolated from observed gravity values.
 FZ0593
 FZ0593;                    North         East    Units  Estimated Accuracy
 FZ0593;SPC VA S     - 1,037,590.    3,278,500.      MT  (+/- 180 meters Scaled)
 FZ0593
 FZ0593                          SUPERSEDED SURVEY CONTROL
 FZ0593
 FZ0593  NGVD 29 (??/??/92)  682.842  (m)         2240.29   (f) ADJ UNCH    2 0
 FZ0593
 FZ0593.Superseded values are not recommended for survey control.
 FZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0593.See file dsdata.txt to determine how the superseded data were derived.
 FZ0593
 FZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA020555(NAD 83)
 FZ0593_MARKER: DB = BENCH MARK DISK
 FZ0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0593_SP_SET: PIER
 FZ0593_STAMPING: E 58 1935
 FZ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0593+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 FZ0593
 FZ0593  HISTORY     - Date     Condition        Report By
 FZ0593  HISTORY     - 1935     MONUMENTED       CGS
 FZ0593  HISTORY     - 20060901 GOOD             GEOCAC
 FZ0593
 FZ0593                          STATION DESCRIPTION
 FZ0593
 FZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0593'4.2 MI W FROM GALAX.
 FZ0593'4.2 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE TOWN HALL AT GALAX,
 FZ0593'GRAYSON COUNTY, AT THE BRIDGE OVER NEW RIVER, IN THE TOP OF THE
 FZ0593'SOUTH END OF THE WEST CONCRETE PIER, 4.3 FEET LOWER THAN THE FLOOR
 FZ0593'OF THE BRIDGE, AND 1.8 FEET NORTH OF THE SOUTH END OF THE PIER.
 FZ0593'A STANDARD DISK, STAMPED E 58 1935.
 FZ0593
 FZ0593                          STATION RECOVERY (2006)
 FZ0593
 FZ0593'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 FZ0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0041 ***********************************************************************
 FZ0041  DESIGNATION -  E 59
 FZ0041  PID         -  FZ0041
 FZ0041  STATE/COUNTY-  VA/PATRICK
 FZ0041  USGS QUAD   -  STUART (1967)
 FZ0041
 FZ0041                         *CURRENT SURVEY CONTROL
 FZ0041  ___________________________________________________________________
 FZ0041* NAD 83(1986)-  36 38 28.     (N)    080 15 56.     (W)     SCALED    
 FZ0041* NAVD 88     -       409.303  (meters)    1342.85   (feet)  ADJUSTED  
 FZ0041  ___________________________________________________________________
 FZ0041  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 FZ0041  DYNAMIC HT  -         408.940 (meters)    1341.66  (feet)  COMP
 FZ0041  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 FZ0041
 FZ0041  VERT ORDER  -  SECOND    CLASS 0
 FZ0041
 FZ0041.The horizontal coordinates were scaled from a topographic map and have
 FZ0041.an estimated accuracy of +/- 6 seconds.
 FZ0041
 FZ0041.The orthometric height was determined by differential leveling
 FZ0041.and adjusted by the National Geodetic Survey in June 1991..
 FZ0041
 FZ0041.The geoid height was determined by GEOID03.
 FZ0041
 FZ0041.The dynamic height is computed by dividing the NAVD 88
 FZ0041.geopotential number by the normal gravity value computed on the
 FZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0041.degrees latitude (g = 980.6199 gals.).
 FZ0041
 FZ0041.The modeled gravity was interpolated from observed gravity values.
 FZ0041
 FZ0041;                    North         East    Units  Estimated Accuracy
 FZ0041;SPC VA S     - 1,035,630.    3,342,120.      MT  (+/- 180 meters Scaled)
 FZ0041
 FZ0041                          SUPERSEDED SURVEY CONTROL
 FZ0041
 FZ0041  NGVD 29 (??/??/92)  409.472  (m)         1343.41   (f) ADJ UNCH    2 0
 FZ0041
 FZ0041.Superseded values are not recommended for survey control.
 FZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0041.See file dsdata.txt to determine how the superseded data were derived.
 FZ0041
 FZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA656553(NAD 83)
 FZ0041_MARKER: DB = BENCH MARK DISK
 FZ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0041_STAMPING: E 59 1935
 FZ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0041+STABILITY: SURFACE MOTION
 FZ0041
 FZ0041  HISTORY     - Date     Condition        Report By
 FZ0041  HISTORY     - 1935     MONUMENTED       CGS
 FZ0041  HISTORY     - 1967     MARK NOT FOUND   NGS
 FZ0041
 FZ0041                          STATION DESCRIPTION
 FZ0041
 FZ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0041'0.5 MI E FROM STUART.
 FZ0041'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 58 FROM THE DANVILLE AND
 FZ0041'WESTERN RAILWAY STATION AT STUART, PATRICK COUNTY, ABOUT 1/4
 FZ0041'MILE SOUTHEAST OF THE COUNTY COURTHOUSE, AT THE JUNCTION WITH
 FZ0041'STATE HIGHWAY 8, 21.5 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 FZ0041'HIGHWAY 58, AND 4 FEET NORTHEAST OF A FENCE ALONG THE HIGHWAY.
 FZ0041'A STANDARD DISK, STAMPED E 59 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0041'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- GAS STATION
 FZ0041'IS IN AREA WHERE MARK WAS ORIGINALLY.
 FZ0041
 FZ0041                          STATION RECOVERY (1967)
 FZ0041
 FZ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FZ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1419 ***********************************************************************
 FY1419  DESIGNATION -  E 60
 FY1419  PID         -  FY1419
 FY1419  STATE/COUNTY-  VA/HENRY
 FY1419  USGS QUAD   -  NORTHEAST EDEN (1983)
 FY1419
 FY1419                         *CURRENT SURVEY CONTROL
 FY1419  ___________________________________________________________________
 FY1419* NAD 83(1986)-  36 36 18.     (N)    079 42 11.     (W)     SCALED    
 FY1419* NAVD 88     -       246.970  (meters)     810.27   (feet)  ADJUSTED  
 FY1419  ___________________________________________________________________
 FY1419  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 FY1419  DYNAMIC HT  -         246.757 (meters)     809.57  (feet)  COMP
 FY1419  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 FY1419
 FY1419  VERT ORDER  -  SECOND    CLASS 0
 FY1419
 FY1419.The horizontal coordinates were scaled from a topographic map and have
 FY1419.an estimated accuracy of +/- 6 seconds.
 FY1419
 FY1419.The orthometric height was determined by differential leveling
 FY1419.and adjusted by the National Geodetic Survey in June 1991..
 FY1419
 FY1419.The geoid height was determined by GEOID03.
 FY1419
 FY1419.The dynamic height is computed by dividing the NAVD 88
 FY1419.geopotential number by the normal gravity value computed on the
 FY1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1419.degrees latitude (g = 980.6199 gals.).
 FY1419
 FY1419.The modeled gravity was interpolated from observed gravity values.
 FY1419
 FY1419;                    North         East    Units  Estimated Accuracy
 FY1419;SPC VA S     - 1,030,830.    3,392,360.      MT  (+/- 180 meters Scaled)
 FY1419
 FY1419                          SUPERSEDED SURVEY CONTROL
 FY1419
 FY1419  NGVD 29 (??/??/92)  247.194  (m)          811.00   (f) ADJ UNCH    2 0
 FY1419
 FY1419.Superseded values are not recommended for survey control.
 FY1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1419.See file dsdata.txt to determine how the superseded data were derived.
 FY1419
 FY1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA159518(NAD 83)
 FY1419_MARKER: DB = BENCH MARK DISK
 FY1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1419_STAMPING: E 60 1935
 FY1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1419+STABILITY: SURFACE MOTION
 FY1419
 FY1419  HISTORY     - Date     Condition        Report By
 FY1419  HISTORY     - 1935     MONUMENTED       CGS
 FY1419
 FY1419                          STATION DESCRIPTION
 FY1419
 FY1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1419'4.3 MI S FROM AXTON.
 FY1419'4.3 MILES SOUTH ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FY1419'THE STATION AT AXTON, HENRY COUNTY, ABOUT 0.6 MILE NORTH OF AIKEN
 FY1419'SUMMIT, ABOUT 200 YARDS SOUTHWEST OF MILEPOST 26, ABOUT 45 YARDS
 FY1419'NORTHWEST OF A FARM-ROAD CROSSING, AND 17.4 FEET NORTHWEST OF THE
 FY1419'NORTHWEST RAIL.  A STANDARD DISK, STAMPED E 60 1935 AND SET IN
 FY1419'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0031 ***********************************************************************
 FZ0031  DESIGNATION -  E 61
 FZ0031  PID         -  FZ0031
 FZ0031  STATE/COUNTY-  VA/PATRICK
 FZ0031  USGS QUAD   -  WOOLWINE (1982)
 FZ0031
 FZ0031                         *CURRENT SURVEY CONTROL
 FZ0031  ___________________________________________________________________
 FZ0031* NAD 83(1986)-  36 47 47.     (N)    080 17 23.     (W)     SCALED    
 FZ0031* NAVD 88     -       444.774  (meters)    1459.23   (feet)  POSTED    
 FZ0031  ___________________________________________________________________
 FZ0031  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FZ0031  DYNAMIC HT  -         444.390 (meters)    1457.97  (feet)  COMP
 FZ0031  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 FZ0031
 FZ0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0031
 FZ0031.The horizontal coordinates were scaled from a topographic map and have
 FZ0031.an estimated accuracy of +/- 6 seconds.
 FZ0031
 FZ0031.The orthometric height was determined by differential leveling
 FZ0031.and adjusted by the National Geodetic Survey in 1992..
 FZ0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0031.rate of 0.0 thru 1.0 mm/km.
 FZ0031
 FZ0031.The geoid height was determined by GEOID03.
 FZ0031
 FZ0031.The dynamic height is computed by dividing the NAVD 88
 FZ0031.geopotential number by the normal gravity value computed on the
 FZ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0031.degrees latitude (g = 980.6199 gals.).
 FZ0031
 FZ0031.The modeled gravity was interpolated from observed gravity values.
 FZ0031
 FZ0031;                    North         East    Units  Estimated Accuracy
 FZ0031;SPC VA S     - 1,052,900.    3,340,280.      MT  (+/- 180 meters Scaled)
 FZ0031
 FZ0031                          SUPERSEDED SURVEY CONTROL
 FZ0031
 FZ0031  NGVD 29 (??/??/92)  444.926  (m)         1459.73   (f) ADJ UNCH    2 0
 FZ0031
 FZ0031.Superseded values are not recommended for survey control.
 FZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0031.See file dsdata.txt to determine how the superseded data were derived.
 FZ0031
 FZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA633725(NAD 83)
 FZ0031_MARKER: DB = BENCH MARK DISK
 FZ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0031_STAMPING: E 61 1935
 FZ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0031+STABILITY: SURFACE MOTION
 FZ0031
 FZ0031  HISTORY     - Date     Condition        Report By
 FZ0031  HISTORY     - 1935     MONUMENTED       CGS
 FZ0031  HISTORY     - 1963     GOOD             NGS
 FZ0031  HISTORY     - 20030102 GOOD             NGS
 FZ0031
 FZ0031                          STATION DESCRIPTION
 FZ0031
 FZ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FZ0031'0.8 MI N FROM WOOLWINE.
 FZ0031'0.2 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT WOOLWINE,
 FZ0031'PATRICK COUNTY, AT THE TOP OF A HILL, ABOUT 60 YARDS SOUTH OF A
 FZ0031'DRIVEWAY LEADING WEST TO A FARMHOUSE, 28 FEET EAST OF THE CENTER LINE
 FZ0031'OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF AN OLD ROAD BED,
 FZ0031'AND AT THE NORTH END OF A HIGH BANK.   A STANDARD DISK, STAMPED E 61
 FZ0031'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 FZ0031'ABOVE GROUND.
 FZ0031
 FZ0031                          STATION RECOVERY (2003)
 FZ0031
 FZ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (BES)
 FZ0031'RECOVERY NOTE MADE BY JEFFERY
 FZ0031'GILLEY OF POLARIS LAND AND SITE.
 FZ0031'
 FZ0031'RECOVERED IN GOOD CONDITION.
 FZ0031'THE STATION IS LOCATED ALONG THE NORTHEASTERN MARGIN OF VA RT 8,
 FZ0031'VA 8, VA 40, CHARITY HWY, AND SR116, MILL HOUSE ROAD, IN THE
 FZ0031'VILLAGE OF WOOLWINE.  THE STATION IS ON TOP OF A SMALL BANK,
 FZ0031'BEING A CUT FOR VA 8, 31 FEET NORTHEAST OF THE CENTERLINE OF
 FZ0031'AND 175 FEET SOUTHEAST FROM A 36 INCH CONCRETE CULVERT UNDER A
 FZ0031'PRIVATE GRAVEL DRIVE AT JILL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0236 ***********************************************************************
 GW0236  DESIGNATION -  E 65
 GW0236  PID         -  GW0236
 GW0236  STATE/COUNTY-  VA/CUMBERLAND
 GW0236  USGS QUAD   -  HILLCREST (1987)
 GW0236
 GW0236                         *CURRENT SURVEY CONTROL
 GW0236  ___________________________________________________________________
 GW0236* NAD 83(1986)-  37 24 37.     (N)    078 21 20.     (W)     SCALED    
 GW0236* NAVD 88     -       142.697  (meters)     468.17   (feet)  ADJUSTED  
 GW0236  ___________________________________________________________________
 GW0236  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW0236  DYNAMIC HT  -         142.597 (meters)     467.84  (feet)  COMP
 GW0236  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 GW0236
 GW0236  VERT ORDER  -  SECOND    CLASS 0
 GW0236
 GW0236.The horizontal coordinates were scaled from a topographic map and have
 GW0236.an estimated accuracy of +/- 6 seconds.
 GW0236
 GW0236.The orthometric height was determined by differential leveling
 GW0236.and adjusted by the National Geodetic Survey in June 1991..
 GW0236
 GW0236.The geoid height was determined by GEOID03.
 GW0236
 GW0236.The dynamic height is computed by dividing the NAVD 88
 GW0236.geopotential number by the normal gravity value computed on the
 GW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0236.degrees latitude (g = 980.6199 gals.).
 GW0236
 GW0236.The modeled gravity was interpolated from observed gravity values.
 GW0236
 GW0236;                    North         East    Units  Estimated Accuracy
 GW0236;SPC VA S     - 1,119,520.    3,512,790.      MT  (+/- 180 meters Scaled)
 GW0236
 GW0236                          SUPERSEDED SURVEY CONTROL
 GW0236
 GW0236  NGVD 29 (??/??/92)  142.965  (m)          469.04   (f) ADJ UNCH    2 0
 GW0236
 GW0236.Superseded values are not recommended for survey control.
 GW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0236.See file dsdata.txt to determine how the superseded data were derived.
 GW0236
 GW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB340436(NAD 83)
 GW0236_MARKER: DB = BENCH MARK DISK
 GW0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0236_STAMPING: E 65 1935
 GW0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0236+STABILITY: SURFACE MOTION
 GW0236
 GW0236  HISTORY     - Date     Condition        Report By
 GW0236  HISTORY     - 1935     MONUMENTED       CGS
 GW0236  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0236  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0236  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0236
 GW0236                          STATION DESCRIPTION
 GW0236
 GW0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0236'8.1 MI NE FROM FARMVILLE.
 GW0236'IN CUMBERLAND COUNTY, ABOUT 8.1 MILES NORTHEAST ALONG STATE HIGHWAY
 GW0236'45 FROM THE APPOMATTOX RIVER BRIDGE AT FARMVILLE, PRINCE EDWARD
 GW0236'COUNTY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 99.4 FEET
 GW0236'NORTHWEST OF THE NORTHWEST CORNER OF ANTIOCH METHODIST EPISCOPAL
 GW0236'CHURCH, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.3
 GW0236'FEET SOUTH OF POLE 266, IN LINE WITH A ROW OF POLES LEADING NORTH,
 GW0236'AND ON THE NORTHEAST END OF A CUT.  A STANDARD DISK, STAMPED E 65
 GW0236'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 GW0236'INCHES ABOVE GROUND.
 GW0236
 GW0236                          STATION RECOVERY (1997)
 GW0236
 GW0236'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0236'MARK NOT FOUND.
 GW0236
 GW0236                          STATION RECOVERY (2001)
 GW0236
 GW0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0222 ***********************************************************************
 GW0222  DESIGNATION -  E 66
 GW0222  PID         -  GW0222
 GW0222  STATE/COUNTY-  VA/CUMBERLAND
 GW0222  USGS QUAD   -  HILLCREST (1987)
 GW0222
 GW0222                         *CURRENT SURVEY CONTROL
 GW0222  ___________________________________________________________________
 GW0222* NAD 83(1986)-  37 29 14.     (N)    078 15 44.     (W)     SCALED    
 GW0222* NAVD 88     -       139.469  (meters)     457.57   (feet)  ADJUSTED  
 GW0222  ___________________________________________________________________
 GW0222  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GW0222  DYNAMIC HT  -         139.371 (meters)     457.25  (feet)  COMP
 GW0222  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 GW0222
 GW0222  VERT ORDER  -  SECOND    CLASS 0
 GW0222
 GW0222.The horizontal coordinates were scaled from a topographic map and have
 GW0222.an estimated accuracy of +/- 6 seconds.
 GW0222
 GW0222.The orthometric height was determined by differential leveling
 GW0222.and adjusted by the National Geodetic Survey in June 1991..
 GW0222
 GW0222.The geoid height was determined by GEOID03.
 GW0222
 GW0222.The dynamic height is computed by dividing the NAVD 88
 GW0222.geopotential number by the normal gravity value computed on the
 GW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0222.degrees latitude (g = 980.6199 gals.).
 GW0222
 GW0222.The modeled gravity was interpolated from observed gravity values.
 GW0222
 GW0222;                    North         East    Units  Estimated Accuracy
 GW0222;SPC VA S     - 1,128,080.    3,521,030.      MT  (+/- 180 meters Scaled)
 GW0222
 GW0222                          SUPERSEDED SURVEY CONTROL
 GW0222
 GW0222  NGVD 29 (??/??/92)  139.733  (m)          458.44   (f) ADJ UNCH    2 0
 GW0222
 GW0222.Superseded values are not recommended for survey control.
 GW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0222.See file dsdata.txt to determine how the superseded data were derived.
 GW0222
 GW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB420524(NAD 83)
 GW0222_MARKER: DB = BENCH MARK DISK
 GW0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0222_STAMPING: E 66 1935
 GW0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0222+STABILITY: SURFACE MOTION
 GW0222
 GW0222  HISTORY     - Date     Condition        Report By
 GW0222  HISTORY     - 1935     MONUMENTED       CGS
 GW0222  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0222  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0222  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0222
 GW0222                          STATION DESCRIPTION
 GW0222
 GW0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0222'1.3 MI SW FROM CUMBERLAND.
 GW0222'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE COUNTY COURTHOUSE
 GW0222'AT CUMBERLAND, CUMBERLAND COUNTY, 0.5 MILE WEST OF THE JUNCTION
 GW0222'OF STATE HIGHWAY 45, 49 YARDS WEST OF THE WEST END OF A SMALL
 GW0222'FIELD, 40 YARDS EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 GW0222'SOUTHEAST, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31
 GW0222'FEET NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND ON THE
 GW0222'OUTSIDE CURVE IN THE HIGHWAY.  A STANDARD DISK, STAMPED D 66 1935
 GW0222'AND SET IN THE TOP OF A CONCRETE PROJECTING 2 INCHES ABOVE
 GW0222'GROUND.
 GW0222
 GW0222                          STATION RECOVERY (1997)
 GW0222
 GW0222'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0222'MARK NOT FOUND.
 GW0222
 GW0222                          STATION RECOVERY (2001)
 GW0222
 GW0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2250 ***********************************************************************
 GV2250  DESIGNATION -  E 67
 GV2250  PID         -  GV2250
 GV2250  STATE/COUNTY-  VA/DINWIDDIE
 GV2250  USGS QUAD   -  SUTHERLAND (1974)
 GV2250
 GV2250                         *CURRENT SURVEY CONTROL
 GV2250  ___________________________________________________________________
 GV2250* NAD 83(1986)-  37 12 19.     (N)    077 35 00.     (W)     SCALED    
 GV2250* NAVD 88     -        90.380  (meters)     296.52   (feet)  ADJUSTED  
 GV2250  ___________________________________________________________________
 GV2250  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GV2250  DYNAMIC HT  -          90.314 (meters)     296.31  (feet)  COMP
 GV2250  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GV2250
 GV2250  VERT ORDER  -  SECOND    CLASS 0
 GV2250
 GV2250.The horizontal coordinates were scaled from a topographic map and have
 GV2250.an estimated accuracy of +/- 6 seconds.
 GV2250
 GV2250.The orthometric height was determined by differential leveling
 GV2250.and adjusted by the National Geodetic Survey in June 1991..
 GV2250
 GV2250.The geoid height was determined by GEOID03.
 GV2250
 GV2250.The dynamic height is computed by dividing the NAVD 88
 GV2250.geopotential number by the normal gravity value computed on the
 GV2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2250.degrees latitude (g = 980.6199 gals.).
 GV2250
 GV2250.The modeled gravity was interpolated from observed gravity values.
 GV2250
 GV2250;                    North         East    Units  Estimated Accuracy
 GV2250;SPC VA S     - 1,097,160.    3,581,370.      MT  (+/- 180 meters Scaled)
 GV2250
 GV2250                          SUPERSEDED SURVEY CONTROL
 GV2250
 GV2250  NGVD 29 (??/??/??)   90.702  (m)          297.58   (f) ADJUSTED    2 0
 GV2250
 GV2250.Superseded values are not recommended for survey control.
 GV2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2250.See file dsdata.txt to determine how the superseded data were derived.
 GV2250
 GV2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG707207(NAD 83)
 GV2250_MARKER: DB = BENCH MARK DISK
 GV2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2250_STAMPING: E 67 1935
 GV2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2250+STABILITY: SURFACE MOTION
 GV2250
 GV2250  HISTORY     - Date     Condition        Report By
 GV2250  HISTORY     - 1935     MONUMENTED       CGS
 GV2250  HISTORY     - 1933     GOOD             CGS
 GV2250  HISTORY     - 1964     GOOD             CGS
 GV2250  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2250
 GV2250                          STATION DESCRIPTION
 GV2250
 GV2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GV2250'AT SUTHERLAND.
 GV2250'3.6 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV2250'THE STATION AT CHURCH ROAD, DINWIDDIE COUNTY, 86.5 FEET SOUTHWEST
 GV2250'OF THE SOUTHWEST CORNER OF THE STATION AT SUTHERLAND, 3 POLES
 GV2250'WEST OF SEMAPHORE 924, 23 FEET SOUTH OF THE SOUTH RAIL, 3
 GV2250'FEET NORTHWEST OF A NORTHEAST FENCE CORNER, AND 1 FOOT EAST
 GV2250'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E
 GV2250'67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV2250
 GV2250                          STATION RECOVERY (1964)
 GV2250
 GV2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GV2250'RECOVERED IN GOOD CONDITION.
 GV2250
 GV2250                          STATION RECOVERY (2000)
 GV2250
 GV2250'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0284 ***********************************************************************
 GW0284  DESIGNATION -  E 68
 GW0284  PID         -  GW0284
 GW0284  STATE/COUNTY-  VA/NOTTOWAY
 GW0284  USGS QUAD   -  CREWE WEST (1987)
 GW0284
 GW0284                         *CURRENT SURVEY CONTROL
 GW0284  ___________________________________________________________________
 GW0284* NAD 83(1986)-  37 11 38.     (N)    078 13 21.     (W)     SCALED    
 GW0284* NAVD 88     -       162.115  (meters)     531.87   (feet)  ADJUSTED  
 GW0284  ___________________________________________________________________
 GW0284  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GW0284  DYNAMIC HT  -         161.999 (meters)     531.49  (feet)  COMP
 GW0284  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 GW0284
 GW0284  VERT ORDER  -  SECOND    CLASS 0
 GW0284
 GW0284.The horizontal coordinates were scaled from a topographic map and have
 GW0284.an estimated accuracy of +/- 6 seconds.
 GW0284
 GW0284.The orthometric height was determined by differential leveling
 GW0284.and adjusted by the National Geodetic Survey in June 1991..
 GW0284
 GW0284.The geoid height was determined by GEOID03.
 GW0284
 GW0284.The dynamic height is computed by dividing the NAVD 88
 GW0284.geopotential number by the normal gravity value computed on the
 GW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0284.degrees latitude (g = 980.6199 gals.).
 GW0284
 GW0284.The modeled gravity was interpolated from observed gravity values.
 GW0284
 GW0284;                    North         East    Units  Estimated Accuracy
 GW0284;SPC VA S     - 1,095,540.    3,524,640.      MT  (+/- 180 meters Scaled)
 GW0284
 GW0284                          SUPERSEDED SURVEY CONTROL
 GW0284
 GW0284  NGVD 29 (??/??/92)  162.350  (m)          532.64   (f) ADJ UNCH    2 0
 GW0284
 GW0284.Superseded values are not recommended for survey control.
 GW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0284.See file dsdata.txt to determine how the superseded data were derived.
 GW0284
 GW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB465199(NAD 83)
 GW0284_MARKER: DB = BENCH MARK DISK
 GW0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0284_STAMPING: E 68 1935
 GW0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0284+STABILITY: SURFACE MOTION
 GW0284
 GW0284  HISTORY     - Date     Condition        Report By
 GW0284  HISTORY     - 1935     MONUMENTED       CGS
 GW0284  HISTORY     - 1965     GOOD             NGS
 GW0284  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0284  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0284  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0284  HISTORY     - 20051117 MARK NOT FOUND   VADOT
 GW0284
 GW0284                          STATION DESCRIPTION
 GW0284
 GW0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0284'1.5 MI NW FROM BURKEVILLE.
 GW0284'1.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GW0284'THE STATION AT BURKEVILLE, NOTTOWAY COUNTY, AT A ROAD CROSSING,
 GW0284'54 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 32 FEET WEST OF THE
 GW0284'WEST RAIL, 29 FEET SOUTH OF A FENCE CORNER, 5 FEET EAST OF THE
 GW0284'RIGHT-OF-WAY FENCE, AND ON THE PROLONGATION OF THE TANGENT OF
 GW0284'THE WEST RAIL OF THE NORTH TRACK.  A STANDARD DISK, STAMPED E 68
 GW0284'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 GW0284'GROUND.
 GW0284
 GW0284                          STATION RECOVERY (1996)
 GW0284
 GW0284'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0284'MARK NOT FOUND.
 GW0284
 GW0284                          STATION RECOVERY (2000)
 GW0284
 GW0284'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0284'MARK NOT FOUND.
 GW0284
 GW0284                          STATION RECOVERY (2001)
 GW0284
 GW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0284'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW0284
 GW0284                          STATION RECOVERY (2005)
 GW0284
 GW0284'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0474 ***********************************************************************
 GW0474  DESIGNATION -  E 69
 GW0474  PID         -  GW0474
 GW0474  STATE/COUNTY-  VA/APPOMATTOX
 GW0474  USGS QUAD   -  APPOMATTOX (1984)
 GW0474
 GW0474                         *CURRENT SURVEY CONTROL
 GW0474  ___________________________________________________________________
 GW0474* NAD 83(1986)-  37 21 14.     (N)    078 49 48.     (W)     SCALED    
 GW0474* NAVD 88     -       253.947  (meters)     833.16   (feet)  ADJUSTED  
 GW0474  ___________________________________________________________________
 GW0474  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 GW0474  DYNAMIC HT  -         253.764 (meters)     832.56  (feet)  COMP
 GW0474  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 GW0474
 GW0474  VERT ORDER  -  SECOND    CLASS 0
 GW0474
 GW0474.The horizontal coordinates were scaled from a topographic map and have
 GW0474.an estimated accuracy of +/- 6 seconds.
 GW0474
 GW0474.The orthometric height was determined by differential leveling
 GW0474.and adjusted by the National Geodetic Survey in June 1991..
 GW0474
 GW0474.The geoid height was determined by GEOID03.
 GW0474
 GW0474.The dynamic height is computed by dividing the NAVD 88
 GW0474.geopotential number by the normal gravity value computed on the
 GW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0474.degrees latitude (g = 980.6199 gals.).
 GW0474
 GW0474.The modeled gravity was interpolated from observed gravity values.
 GW0474
 GW0474;                    North         East    Units  Estimated Accuracy
 GW0474;SPC VA S     - 1,113,310.    3,470,760.      MT  (+/- 180 meters Scaled)
 GW0474
 GW0474                          SUPERSEDED SURVEY CONTROL
 GW0474
 GW0474  NGVD 29 (??/??/92)  254.068  (m)          833.55   (f) ADJ UNCH    2 0
 GW0474
 GW0474.Superseded values are not recommended for survey control.
 GW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0474.See file dsdata.txt to determine how the superseded data were derived.
 GW0474
 GW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB921363(NAD 83)
 GW0474_MARKER: DB = BENCH MARK DISK
 GW0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0474_STAMPING: E 69 1935
 GW0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0474+STABILITY: SURFACE MOTION
 GW0474
 GW0474  HISTORY     - Date     Condition        Report By
 GW0474  HISTORY     - 1935     MONUMENTED       CGS
 GW0474  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0474  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0474
 GW0474                          STATION DESCRIPTION
 GW0474
 GW0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0474'AT APPOMATTOX.
 GW0474'AT APPOMATTOX, APPOMATTOX COUNTY, ON THE NORFOLK AND WESTERN
 GW0474'RAILWAY, 5 POLES WEST OF THE STATION, 35 FEET SOUTHEAST OF THE
 GW0474'CENTERLINE OF THE SOUTH MAIN TRACK, 16 FEET SOUTH OF THE SOUTH
 GW0474'RAIL, AND 2 FEET EAST OF THE EAST END OF AN ELECTRIC-SWITCH
 GW0474'BOX.  A STANDARD DISK, STAMPED E 69 1935 AND SET IN THE TOP
 GW0474'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GW0474
 GW0474                          STATION RECOVERY (2005)
 GW0474
 GW0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0474' 
 GW0474' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1017 ***********************************************************************
 FX1017  DESIGNATION -  E 70
 FX1017  PID         -  FX1017
 FX1017  STATE/COUNTY-  VA/C OF SUFFOLK
 FX1017  USGS QUAD   -  WHALEYVILLE (1981)
 FX1017
 FX1017                         *CURRENT SURVEY CONTROL
 FX1017  ___________________________________________________________________
 FX1017* NAD 83(1986)-  36 34 34.     (N)    076 41 15.     (W)     SCALED    
 FX1017* NAVD 88     -        21.301  (meters)      69.89   (feet)  POSTED    
 FX1017  ___________________________________________________________________
 FX1017  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 FX1017  DYNAMIC HT  -          21.280 (meters)      69.82  (feet)  COMP
 FX1017  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 FX1017
 FX1017  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1017
 FX1017.The horizontal coordinates were scaled from a topographic map and have
 FX1017.an estimated accuracy of +/- 6 seconds.
 FX1017
 FX1017.The orthometric height was determined by differential leveling
 FX1017.and adjusted by the National Geodetic Survey in 1992..
 FX1017.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1017.rate of 1.1 thru 2.0 mm/km.
 FX1017
 FX1017.The geoid height was determined by GEOID03.
 FX1017
 FX1017.The dynamic height is computed by dividing the NAVD 88
 FX1017.geopotential number by the normal gravity value computed on the
 FX1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1017.degrees latitude (g = 980.6199 gals.).
 FX1017
 FX1017.The modeled gravity was interpolated from observed gravity values.
 FX1017
 FX1017;                    North         East    Units  Estimated Accuracy
 FX1017;SPC VA S     - 1,028,500.    3,662,220.      MT  (+/- 180 meters Scaled)
 FX1017
 FX1017                          SUPERSEDED SURVEY CONTROL
 FX1017
 FX1017  NGVD 29 (??/??/92)   21.722  (m)           71.27   (f) ADJ UNCH    2 0
 FX1017
 FX1017.Superseded values are not recommended for survey control.
 FX1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1017.See file dsdata.txt to determine how the superseded data were derived.
 FX1017
 FX1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF490491(NAD 83)
 FX1017_MARKER: DB = BENCH MARK DISK
 FX1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1017_STAMPING: E 70 1935
 FX1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1017+STABILITY: SURFACE MOTION
 FX1017
 FX1017  HISTORY     - Date     Condition        Report By
 FX1017  HISTORY     - 1935     MONUMENTED       CGS
 FX1017  HISTORY     - 1960     MARK NOT FOUND   NGS
 FX1017  HISTORY     - 20010815 MARK NOT FOUND   VADOT
 FX1017
 FX1017                          STATION DESCRIPTION
 FX1017
 FX1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX1017'1.6 MI SW FROM WHALEY.
 FX1017'1.6 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1017'THE STATION AT WHALEY, NANSEMOND COUNTY, AT A ROAD CROSSING, 30
 FX1017'YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTHWEST
 FX1017'OF THE NORTHWEST RAIL, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 FX1017'FENCE LINE.  A STANDARD DISK, STAMPED E 70 1935 AND SET IN THE
 FX1017'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  A
 FX1017'SAND ROAD HAS BEEN GRADED ALONG THE WEST SIDE OF THE TRACK AND
 FX1017'THE MARK IS BELIEVED DESTROYED DUE TO THE CONSTRUCTION OF THIS
 FX1017'ROAD.
 FX1017
 FX1017                          STATION RECOVERY (2001)
 FX1017
 FX1017'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD)
 FX1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1043 ***********************************************************************
 FX1043  DESIGNATION -  E 71
 FX1043  PID         -  FX1043
 FX1043  STATE/COUNTY-  VA/SUSSEX
 FX1043  USGS QUAD   -  STONY CREEK (1986)
 FX1043
 FX1043                         *CURRENT SURVEY CONTROL
 FX1043  ___________________________________________________________________
 FX1043* NAD 83(1986)-  36 56 28.     (N)    077 24 05.     (W)     SCALED    
 FX1043* NAVD 88     -        24.202  (meters)      79.40   (feet)  ADJUSTED  
 FX1043  ___________________________________________________________________
 FX1043  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 FX1043  DYNAMIC HT  -          24.183 (meters)      79.34  (feet)  COMP
 FX1043  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 FX1043
 FX1043  VERT ORDER  -  SECOND    CLASS 0
 FX1043
 FX1043.The horizontal coordinates were scaled from a topographic map and have
 FX1043.an estimated accuracy of +/- 6 seconds.
 FX1043
 FX1043.The orthometric height was determined by differential leveling
 FX1043.and adjusted by the National Geodetic Survey in June 1991..
 FX1043
 FX1043.The geoid height was determined by GEOID03.
 FX1043
 FX1043.The dynamic height is computed by dividing the NAVD 88
 FX1043.geopotential number by the normal gravity value computed on the
 FX1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1043.degrees latitude (g = 980.6199 gals.).
 FX1043
 FX1043.The modeled gravity was interpolated from observed gravity values.
 FX1043
 FX1043;                    North         East    Units  Estimated Accuracy
 FX1043;SPC VA S     - 1,068,020.    3,597,860.      MT  (+/- 180 meters Scaled)
 FX1043
 FX1043                          SUPERSEDED SURVEY CONTROL
 FX1043
 FX1043  NGVD 29 (??/??/92)   24.569  (m)           80.61   (f) ADJ UNCH    2 0
 FX1043
 FX1043.Superseded values are not recommended for survey control.
 FX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1043.See file dsdata.txt to determine how the superseded data were derived.
 FX1043
 FX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF861910(NAD 83)
 FX1043_MARKER: DB = BENCH MARK DISK
 FX1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1043_STAMPING: E 71 1935
 FX1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1043+STABILITY: SURFACE MOTION
 FX1043
 FX1043  HISTORY     - Date     Condition        Report By
 FX1043  HISTORY     - 1935     MONUMENTED       CGS
 FX1043  HISTORY     - 1965     MARK NOT FOUND   NGS
 FX1043  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 FX1043  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX1043
 FX1043                          STATION DESCRIPTION
 FX1043
 FX1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FX1043'0.4 MI S FROM STONY CREEK.
 FX1043'0.4 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 FX1043'STATION AT STONY CREEK, SUSSEX COUNTY, ABOUT 0.3 MILE NORTH OF
 FX1043'MILEPOST R 44, ABOUT 17 YARDS NORTHWEST OF THE POINT OF SWITCH
 FX1043'OF A SIDETRACK LEADING TO AN OLD STANDARD OIL CO. STORAGE TANK,
 FX1043'27 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE
 FX1043'STORAGE TANK, ABOUT 52 FEET WEST OF THE WEST RAIL OF THE WEST
 FX1043'MAIN TRACK, AND 27 FEET WEST OF THE WEST RAIL OF A SIDETRACK.  A
 FX1043'STANDARD DISK, STAMPED E 71 1935 AND SET IN THE TOP OF A CONCRETE
 FX1043'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FX1043
 FX1043                          STATION RECOVERY (1997)
 FX1043
 FX1043'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX1043'MARK NOT FOUND.
 FX1043
 FX1043                          STATION RECOVERY (2002)
 FX1043
 FX1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 FX1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0191 ***********************************************************************
 GX0191  DESIGNATION -  E 75 RESET 1974
 GX0191  PID         -  GX0191
 GX0191  STATE/COUNTY-  VA/CRAIG
 GX0191  USGS QUAD   -  LOONEY (1963)
 GX0191
 GX0191                         *CURRENT SURVEY CONTROL
 GX0191  ___________________________________________________________________
 GX0191* NAD 83(1986)-  37 25 13.     (N)    080 08 40.     (W)     SCALED    
 GX0191* NAVD 88     -       419.26   (meters)    1375.5    (feet)  RESET     
 GX0191  ___________________________________________________________________
 GX0191  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GX0191
 GX0191  VERT ORDER  -  THIRD
 GX0191
 GX0191.The horizontal coordinates were scaled from a topographic map and have
 GX0191.an estimated accuracy of +/- 6 seconds.
 GX0191
 GX0191.The orthometric height was computed from unverified reset data.
 GX0191.No vertical observational check was made to the station.
 GX0191
 GX0191.The geoid height was determined by GEOID03.
 GX0191
 GX0191;                    North         East    Units  Estimated Accuracy
 GX0191;SPC VA S     - 1,121,890.    3,354,450.      MT  (+/- 180 meters Scaled)
 GX0191
 GX0191                          SUPERSEDED SURVEY CONTROL
 GX0191
 GX0191  NGVD 29 (03/21/06)  419.42   (m)         1376.0    (f) RESET       3  
 GX0191
 GX0191.Superseded values are not recommended for survey control.
 GX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0191.See file dsdata.txt to determine how the superseded data were derived.
 GX0191
 GX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB757418(NAD 83)
 GX0191_MARKER: DD = SURVEY DISK
 GX0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0191_STAMPING: E 75 RESET 1974
 GX0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0191+STABILITY: SURFACE MOTION
 GX0191
 GX0191  HISTORY     - Date     Condition        Report By
 GX0191  HISTORY     - 1974     MONUMENTED       VADH
 GX0191
 GX0191                          STATION DESCRIPTION
 GX0191
 GX0191'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 GX0191'6.7 MI S FROM NEW CASTLE.
 GX0191'6.7 MILES SOUTH ALONG STATE HIGHWAY 311 FROM THE COUNTY COURTHOUSE
 GX0191'AT NEW CASTLE, 73 FT WEST OF ORIGINAL BENCH MARK 1935 E 75
 GX0191'LOCATION, 155 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF CRAIG CREEK
 GX0191'AT OLD BRIDGE LOCATION, 7 FEET WEST OF A.E.P. POWER POLE 81-6
 GX0191'(C AND P 2-140) 2.5 FEET SOUTHEAST OF CORNER FENCE POST WITH
 GX0191'ATTACHED WITNESS SIGN, 24 FEET NORTHWEST OF CENTERLINE OF OLD RTE.
 GX0191'311 AND 8 FEET LOWER THAN ROAD, 1570 FEET NORTHEAST OF THE
 GX0191'NORTHEAST END OF BRIDGE OVER CRAIG CREEK ON OLD RTE. 311, RESET
 GX0191'DISK SET IN TOP OF CONCRETE FILLED PIPE ABOUT 6 IN ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1482 ***********************************************************************
 GW1482  DESIGNATION -  E 78
 GW1482  PID         -  GW1482
 GW1482  STATE/COUNTY-  VA/BEDFORD
 GW1482  USGS QUAD   -  GOODVIEW (1985)
 GW1482
 GW1482                         *CURRENT SURVEY CONTROL
 GW1482  ___________________________________________________________________
 GW1482* NAD 83(1986)-  37 12 07.     (N)    079 38 48.     (W)     SCALED    
 GW1482* NAVD 88     -       269.264  (meters)     883.41   (feet)  ADJUSTED  
 GW1482  ___________________________________________________________________
 GW1482  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW1482  DYNAMIC HT  -         269.049 (meters)     882.70  (feet)  COMP
 GW1482  MODELED GRAV-     979,823.6   (mgal)                       NAVD 88
 GW1482
 GW1482  VERT ORDER  -  SECOND    CLASS 0
 GW1482
 GW1482.The horizontal coordinates were scaled from a topographic map and have
 GW1482.an estimated accuracy of +/- 6 seconds.
 GW1482
 GW1482.The orthometric height was determined by differential leveling
 GW1482.and adjusted by the National Geodetic Survey in June 1991..
 GW1482
 GW1482.The geoid height was determined by GEOID03.
 GW1482
 GW1482.The dynamic height is computed by dividing the NAVD 88
 GW1482.geopotential number by the normal gravity value computed on the
 GW1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1482.degrees latitude (g = 980.6199 gals.).
 GW1482
 GW1482.The modeled gravity was interpolated from observed gravity values.
 GW1482
 GW1482;                    North         East    Units  Estimated Accuracy
 GW1482;SPC VA S     - 1,097,010.    3,398,210.      MT  (+/- 180 meters Scaled)
 GW1482
 GW1482                          SUPERSEDED SURVEY CONTROL
 GW1482
 GW1482  NGVD 29 (??/??/92)  269.487  (m)          884.14   (f) ADJ UNCH    2 0
 GW1482
 GW1482.Superseded values are not recommended for survey control.
 GW1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1482.See file dsdata.txt to determine how the superseded data were derived.
 GW1482
 GW1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB200181(NAD 83)
 GW1482_MARKER: DB = BENCH MARK DISK
 GW1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1482_STAMPING: E 78 1935
 GW1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1482+STABILITY: SURFACE MOTION
 GW1482
 GW1482  HISTORY     - Date     Condition        Report By
 GW1482  HISTORY     - 1935     MONUMENTED       CGS
 GW1482  HISTORY     - 1966     MARK NOT FOUND   USGS
 GW1482
 GW1482                          STATION DESCRIPTION
 GW1482
 GW1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1482'2.2 MI W FROM MONETA.
 GW1482'ABOUT 2.2 MILES WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1482'AT MONETA, BEDFORD COUNTY, ABOUT 0.5 MILE WEST OF MILEPOST 223,
 GW1482'82 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF THE OVERHEAD CROSSING
 GW1482'OF A COUNTY ROAD, 75 FEET SOUTHEAST OF THE FIRST POLE SOUTHEAST
 GW1482'OF THE OVERHEAD CROSSING, AND 26.5 FEET NORTHEAST OF THE NORTHEAST
 GW1482'RAIL.  A STANDARD DISK, STAMPED E 78 1935 AND SET IN THE TOP OF
 GW1482'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GW1482
 GW1482                          STATION RECOVERY (1966)
 GW1482
 GW1482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GW1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0329 ***********************************************************************
 FW0329  DESIGNATION -  E 85
 FW0329  PID         -  FW0329
 FW0329  STATE/COUNTY-  VA/ACCOMACK
 FW0329  USGS QUAD   -  HALLWOOD (1992)
 FW0329
 FW0329                         *CURRENT SURVEY CONTROL
 FW0329  ___________________________________________________________________
 FW0329* NAD 83(1986)-  37 52 40.     (N)    075 35 27.     (W)     SCALED    
 FW0329* NAVD 88     -         4.720  (meters)      15.49   (feet)  ADJUSTED  
 FW0329  ___________________________________________________________________
 FW0329  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0329  DYNAMIC HT  -           4.717 (meters)      15.48  (feet)  COMP
 FW0329  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 FW0329
 FW0329  VERT ORDER  -  FIRST     CLASS I
 FW0329
 FW0329.The horizontal coordinates were scaled from a topographic map and have
 FW0329.an estimated accuracy of +/- 6 seconds.
 FW0329
 FW0329.The orthometric height was determined by differential leveling
 FW0329.and adjusted by the National Geodetic Survey in June 1991..
 FW0329
 FW0329.The geoid height was determined by GEOID03.
 FW0329
 FW0329.The dynamic height is computed by dividing the NAVD 88
 FW0329.geopotential number by the normal gravity value computed on the
 FW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0329.degrees latitude (g = 980.6199 gals.).
 FW0329
 FW0329.The modeled gravity was interpolated from observed gravity values.
 FW0329
 FW0329;                    North         East    Units  Estimated Accuracy
 FW0329;SPC VA S     - 1,175,340.    3,755,900.      MT  (+/- 180 meters Scaled)
 FW0329
 FW0329                          SUPERSEDED SURVEY CONTROL
 FW0329
 FW0329  NGVD 29 (??/??/??)    4.965  (m)           16.29   (f) ADJUSTED    1 1
 FW0329
 FW0329.Superseded values are not recommended for survey control.
 FW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0329.See file dsdata.txt to determine how the superseded data were derived.
 FW0329
 FW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG480924(NAD 83)
 FW0329_MARKER: DB = BENCH MARK DISK
 FW0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0329_STAMPING: E 85 1935
 FW0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0329+STABILITY: SURFACE MOTION
 FW0329
 FW0329  HISTORY     - Date     Condition        Report By
 FW0329  HISTORY     - 1935     MONUMENTED       CGS
 FW0329  HISTORY     - 1972     GOOD             NGS
 FW0329
 FW0329                          STATION DESCRIPTION
 FW0329
 FW0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0329'AT HALLWOOD.
 FW0329'AT HALLWOOD, ALONG THE PENN CENTRAL RAILROAD, AT THE CROSSING
 FW0329'OF STATE ROAD 692, 254 FEET SOUTHWEST OF AND ACROSS THE TRACK
 FW0329'FROM MILEPOST 45, 24.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FW0329'OF THE NEAR TRACK, 98 FEET NORTHEAST OF THE CENTER LINE OF THE
 FW0329'STATE ROAD, 77.5 FEET NORTHEAST OF R 23 (USGS) DESCRIBED, 4 FEET
 FW0329'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL
 FW0329'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN
 FW0329'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1171 ***********************************************************************
 GV1171  DESIGNATION -  E 88
 GV1171  PID         -  GV1171
 GV1171  STATE/COUNTY-  VA/KING AND QUEEN
 GV1171  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1171
 GV1171                         *CURRENT SURVEY CONTROL
 GV1171  ___________________________________________________________________
 GV1171* NAD 83(1986)-  37 49 38.     (N)    076 59 50.     (W)     SCALED    
 GV1171* NAVD 88     -        50.069  (meters)     164.27   (feet)  ADJUSTED  
 GV1171  ___________________________________________________________________
 GV1171  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV1171  DYNAMIC HT  -          50.037 (meters)     164.16  (feet)  COMP
 GV1171  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 GV1171
 GV1171  VERT ORDER  -  SECOND    CLASS 0
 GV1171
 GV1171.The horizontal coordinates were scaled from a topographic map and have
 GV1171.an estimated accuracy of +/- 6 seconds.
 GV1171
 GV1171.The orthometric height was determined by differential leveling
 GV1171.and adjusted by the National Geodetic Survey in June 1991..
 GV1171
 GV1171.The geoid height was determined by GEOID03.
 GV1171
 GV1171.The dynamic height is computed by dividing the NAVD 88
 GV1171.geopotential number by the normal gravity value computed on the
 GV1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1171.degrees latitude (g = 980.6199 gals.).
 GV1171
 GV1171.The modeled gravity was interpolated from observed gravity values.
 GV1171
 GV1171;                    North         East    Units  Estimated Accuracy
 GV1171;SPC VA S     - 1,166,840.    3,632,290.      MT  (+/- 180 meters Scaled)
 GV1171
 GV1171                          SUPERSEDED SURVEY CONTROL
 GV1171
 GV1171  NGVD 29 (??/??/??)   50.399  (m)          165.35   (f) ADJUSTED    2 0
 GV1171
 GV1171.Superseded values are not recommended for survey control.
 GV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1171.See file dsdata.txt to determine how the superseded data were derived.
 GV1171
 GV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG242885(NAD 83)
 GV1171_MARKER: DB = BENCH MARK DISK
 GV1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1171_STAMPING: E 88 1935
 GV1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1171+STABILITY: SURFACE MOTION
 GV1171
 GV1171  HISTORY     - Date     Condition        Report By
 GV1171  HISTORY     - 1935     MONUMENTED       CGS
 GV1171  HISTORY     - 19940401 MARK NOT FOUND   USPSQD
 GV1171  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1171  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1171
 GV1171                          STATION DESCRIPTION
 GV1171
 GV1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV1171'12 MI SW FROM TAPPAHANNOCK.
 GV1171'ALONG U.S. HIGHWAY 360, OPPOSITE A ROAD TO THE NORTHWEST LEADING
 GV1171'INTO ACREE FARM HOUSE, AT TOP OF SLOPE TO NORTHEAST, 23 FEET
 GV1171'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 5 FEET NORTHWEST OF
 GV1171'POWER POLE NO. 2608, 1 FOOT NORTHWEST OF RIGHT OF WAY FENCE LINE.
 GV1171
 GV1171                          STATION RECOVERY (1994)
 GV1171
 GV1171'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1171'MARK NOT FOUND.
 GV1171
 GV1171                          STATION RECOVERY (2000)
 GV1171
 GV1171'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1171'MARK NOT FOUND.
 GV1171
 GV1171                          STATION RECOVERY (2004)
 GV1171
 GV1171'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1172 ***********************************************************************
 GV1172  DESIGNATION -  E 88 RESET 1952
 GV1172  PID         -  GV1172
 GV1172  STATE/COUNTY-  VA/KING AND QUEEN
 GV1172  USGS QUAD   -  MILLERS TAVERN (1985)
 GV1172
 GV1172                         *CURRENT SURVEY CONTROL
 GV1172  ___________________________________________________________________
 GV1172* NAD 83(1986)-  37 49 38.     (N)    076 59 50.     (W)     SCALED    
 GV1172* NAVD 88     -        49.79   (meters)     163.4    (feet)  RESET     
 GV1172  ___________________________________________________________________
 GV1172  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GV1172
 GV1172  VERT ORDER  -  THIRD
 GV1172
 GV1172.The horizontal coordinates were scaled from a topographic map and have
 GV1172.an estimated accuracy of +/- 6 seconds.
 GV1172
 GV1172.The orthometric height was computed from unverified reset data.
 GV1172.No vertical observational check was made to the station.
 GV1172
 GV1172.The geoid height was determined by GEOID03.
 GV1172
 GV1172;                    North         East    Units  Estimated Accuracy
 GV1172;SPC VA S     - 1,166,840.    3,632,290.      MT  (+/- 180 meters Scaled)
 GV1172
 GV1172                          SUPERSEDED SURVEY CONTROL
 GV1172
 GV1172  NGVD 29 (??/??/??)   50.12   (m)          164.4    (f) RESET       3  
 GV1172
 GV1172.Superseded values are not recommended for survey control.
 GV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1172.See file dsdata.txt to determine how the superseded data were derived.
 GV1172
 GV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG242885(NAD 83)
 GV1172_MARKER: DB = BENCH MARK DISK
 GV1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1172_STAMPING: E 88 RESET 1952
 GV1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1172+STABILITY: SURFACE MOTION
 GV1172
 GV1172  HISTORY     - Date     Condition        Report By
 GV1172  HISTORY     - 1952     MONUMENTED       VADH
 GV1172  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1172  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV1172  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1172  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1172
 GV1172                          STATION DESCRIPTION
 GV1172
 GV1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1172'3 MI SW FROM MILLERS TAVERN.
 GV1172'IN KING AND QUEEN COUNTY, 12.0 MILES SOUTHWEST ALONG U.S. HIGHWAY
 GV1172'360 FROM THE SOUTHSIDE BANK AT TAPPAHANNOCK, ESSEX COUNTY, ABOUT
 GV1172'3 MILES SOUTHWEST OF THE POST OFFICE AT MILLERS TAVERN, KING AND
 GV1172'QUEEN COUNTY, AT THE TOP OF A SLOPE TO THE NORTHEAST, AT THE
 GV1172'JUNCTION OF A ROAD LEADING NORTHEAST TO THE ACREE FARMHOUSE, 65
 GV1172'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.3 FEET
 GV1172'SOUTHEAST OF A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER AT
 GV1172'THE BEGINNING OF A CURVE TO THE SOUTHEAST.  A STANDARD DISK,
 GV1172'STAMPED E 88 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 GV1172
 GV1172                          STATION RECOVERY (1994)
 GV1172
 GV1172'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1172'MARK NOT FOUND.
 GV1172
 GV1172                          STATION RECOVERY (2000)
 GV1172
 GV1172'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1172'MARK NOT FOUND.
 GV1172
 GV1172                          STATION RECOVERY (2004)
 GV1172
 GV1172'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0736 ***********************************************************************
 HV0736  DESIGNATION -  E 89
 HV0736  PID         -  HV0736
 HV0736  STATE/COUNTY-  VA/WESTMORELAND
 HV0736  USGS QUAD   -  MONTROSS (1981)
 HV0736
 HV0736                         *CURRENT SURVEY CONTROL
 HV0736  ___________________________________________________________________
 HV0736* NAD 83(1986)-  38 04 15.     (N)    076 46 32.     (W)     SCALED    
 HV0736* NAVD 88     -        45.455  (meters)     149.13   (feet)  ADJUSTED  
 HV0736  ___________________________________________________________________
 HV0736  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HV0736  DYNAMIC HT  -          45.426 (meters)     149.04  (feet)  COMP
 HV0736  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 HV0736
 HV0736  VERT ORDER  -  SECOND    CLASS 0
 HV0736
 HV0736.The horizontal coordinates were scaled from a topographic map and have
 HV0736.an estimated accuracy of +/- 6 seconds.
 HV0736
 HV0736.The orthometric height was determined by differential leveling
 HV0736.and adjusted by the National Geodetic Survey in June 1991..
 HV0736
 HV0736.The geoid height was determined by GEOID03.
 HV0736
 HV0736.The dynamic height is computed by dividing the NAVD 88
 HV0736.geopotential number by the normal gravity value computed on the
 HV0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0736.degrees latitude (g = 980.6199 gals.).
 HV0736
 HV0736.The modeled gravity was interpolated from observed gravity values.
 HV0736
 HV0736;                    North         East    Units  Estimated Accuracy
 HV0736;SPC VA N     - 2,046,280.    3,651,310.      MT  (+/- 180 meters Scaled)
 HV0736
 HV0736                          SUPERSEDED SURVEY CONTROL
 HV0736
 HV0736  NGVD 29 (05/17/90)   45.701  (m)          149.94   (f) ADJUSTED    2 0
 HV0736
 HV0736.Superseded values are not recommended for survey control.
 HV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0736.See file dsdata.txt to determine how the superseded data were derived.
 HV0736
 HV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH442151(NAD 83)
 HV0736_MARKER: DB = BENCH MARK DISK
 HV0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0736_STAMPING: E 89 1935
 HV0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0736+STABILITY: SURFACE MOTION
 HV0736
 HV0736  HISTORY     - Date     Condition        Report By
 HV0736  HISTORY     - 1935     MONUMENTED       CGS
 HV0736  HISTORY     - 1960     GOOD             CGS
 HV0736  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HV0736  HISTORY     - 19981011 POOR             USPSQD
 HV0736  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV0736
 HV0736                          STATION DESCRIPTION
 HV0736
 HV0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV0736'3.5 MI SE FROM MONTROSS.
 HV0736'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE COUNTY
 HV0736'COURTHOUSE AT MONTROSS, WESTMORELAND COUNTY, AT THE EAST VERTEX
 HV0736'OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 202,
 HV0736'22 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 3, 22
 HV0736'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 202, AND 3
 HV0736'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED E 89 1935 AND
 HV0736'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 HV0736'GROUND.  NOTE-- MARK IS 3.5 MILES, NOT 4.2 SOUTHEAST OF THE
 HV0736'COURTHOUSE IN MONTROSS.
 HV0736
 HV0736                          STATION RECOVERY (1990)
 HV0736
 HV0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 HV0736'MARK NOT FOUND.
 HV0736
 HV0736                          STATION RECOVERY (1998)
 HV0736
 HV0736'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0736'MARK RECOVERED IN POOR CONDITION.
 HV0736
 HV0736                          STATION RECOVERY (2003)
 HV0736
 HV0736'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0736'STATION WAS DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3031 ***********************************************************************
 JV3031  DESIGNATION -  E 90
 JV3031  PID         -  JV3031
 JV3031  STATE/COUNTY-  VA/LOUDOUN
 JV3031  USGS QUAD   -  PURCELLVILLE (1984)
 JV3031
 JV3031                         *CURRENT SURVEY CONTROL
 JV3031  ___________________________________________________________________
 JV3031* NAD 83(1986)-  39 08 11.     (N)    077 37 34.     (W)     SCALED    
 JV3031* NAVD 88     -       174.922  (meters)     573.89   (feet)  ADJUSTED  
 JV3031  ___________________________________________________________________
 JV3031  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JV3031  DYNAMIC HT  -         174.823 (meters)     573.57  (feet)  COMP
 JV3031  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 JV3031
 JV3031  VERT ORDER  -  SECOND    CLASS 0
 JV3031
 JV3031.The horizontal coordinates were scaled from a topographic map and have
 JV3031.an estimated accuracy of +/- 6 seconds.
 JV3031
 JV3031.The orthometric height was determined by differential leveling
 JV3031.and adjusted by the National Geodetic Survey in June 1991..
 JV3031
 JV3031.The geoid height was determined by GEOID03.
 JV3031
 JV3031.The dynamic height is computed by dividing the NAVD 88
 JV3031.geopotential number by the normal gravity value computed on the
 JV3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3031.degrees latitude (g = 980.6199 gals.).
 JV3031
 JV3031.The modeled gravity was interpolated from observed gravity values.
 JV3031
 JV3031;                    North         East    Units  Estimated Accuracy
 JV3031;SPC VA N     - 2,163,500.    3,575,550.      MT  (+/- 180 meters Scaled)
 JV3031
 JV3031                          SUPERSEDED SURVEY CONTROL
 JV3031
 JV3031  NGVD 29 (??/??/??)  175.133  (m)          574.58   (f) ADJUSTED    2 0
 JV3031
 JV3031.Superseded values are not recommended for survey control.
 JV3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3031.See file dsdata.txt to determine how the superseded data were derived.
 JV3031
 JV3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ730351(NAD 83)
 JV3031_MARKER: DB = BENCH MARK DISK
 JV3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3031_STAMPING: E 90 1935
 JV3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3031+STABILITY: SURFACE MOTION
 JV3031
 JV3031  HISTORY     - Date     Condition        Report By
 JV3031  HISTORY     - 1935     MONUMENTED       CGS
 JV3031  HISTORY     - 1964     GOOD             CGS
 JV3031
 JV3031                          STATION DESCRIPTION
 JV3031
 JV3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3031'4.2 MI W FROM LEESBURG.
 JV3031'4.2 MILES WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 JV3031'LEESBURG, LOUDOUN COUNTY, AT THE FOOT OF A HILL, AT THE JUNCTION
 JV3031'OF SIDE ROAD LEADING NORTH TO THE EDGAR MC CRAY HOUSE, 36 FEET
 JV3031'EAST OF THE SIDE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE
 JV3031'HIGHWAY, 2 FEET WEST OF A RIGHT-OF-WAY MARKER, AND 1 FOOT EAST
 JV3031'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 90
 JV3031'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A STEEL
 JV3031'WITNESS POST WAS SET ONE FOOT EAST OF MARK.
 JV3031
 JV3031                          STATION RECOVERY (1964)
 JV3031
 JV3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3496 ***********************************************************************
 HV3496  DESIGNATION -  E 91
 HV3496  PID         -  HV3496
 HV3496  STATE/COUNTY-  VA/FAUQUIER
 HV3496  USGS QUAD   -  MIDDLEBURG (1981)
 HV3496
 HV3496                         *CURRENT SURVEY CONTROL
 HV3496  ___________________________________________________________________
 HV3496* NAD 83(1986)-  38 55 26.     (N)    077 44 38.     (W)     SCALED    
 HV3496* NAVD 88     -       176.288  (meters)     578.37   (feet)  ADJUSTED  
 HV3496  ___________________________________________________________________
 HV3496  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3496  DYNAMIC HT  -         176.184 (meters)     578.03  (feet)  COMP
 HV3496  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 HV3496
 HV3496  VERT ORDER  -  SECOND    CLASS 0
 HV3496
 HV3496.The horizontal coordinates were scaled from a topographic map and have
 HV3496.an estimated accuracy of +/- 6 seconds.
 HV3496
 HV3496.The orthometric height was determined by differential leveling
 HV3496.and adjusted by the National Geodetic Survey in June 1991..
 HV3496
 HV3496.The geoid height was determined by GEOID03.
 HV3496
 HV3496.The dynamic height is computed by dividing the NAVD 88
 HV3496.geopotential number by the normal gravity value computed on the
 HV3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3496.degrees latitude (g = 980.6199 gals.).
 HV3496
 HV3496.The modeled gravity was interpolated from observed gravity values.
 HV3496
 HV3496;                    North         East    Units  Estimated Accuracy
 HV3496;SPC VA N     - 2,139,820.    3,565,570.      MT  (+/- 180 meters Scaled)
 HV3496
 HV3496                          SUPERSEDED SURVEY CONTROL
 HV3496
 HV3496  NGVD 29 (??/??/??)  176.489  (m)          579.03   (f) ADJUSTED    2 0
 HV3496
 HV3496.Superseded values are not recommended for survey control.
 HV3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3496.See file dsdata.txt to determine how the superseded data were derived.
 HV3496
 HV3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ621119(NAD 83)
 HV3496_MARKER: DB = BENCH MARK DISK
 HV3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3496_STAMPING: E 91 1935
 HV3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3496+STABILITY: SURFACE MOTION
 HV3496
 HV3496  HISTORY     - Date     Condition        Report By
 HV3496  HISTORY     - 1935     MONUMENTED       CGS
 HV3496  HISTORY     - 1967     MARK NOT FOUND   USGS
 HV3496
 HV3496                          STATION DESCRIPTION
 HV3496
 HV3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3496'3.4 MI S FROM MIDDLEBURG.
 HV3496'IN FAUQUIER COUNTY, ABOUT 3.4 MILES SOUTH ALONG STATE RTE. 626
 HV3496'FROM THE NATIONAL BANK AT MIDDLEBURG, LOUDOUN COUNTY, ABOUT
 HV3496'106 FEET SOUTH OF A STONE FENCE CORNER, 16.2 FEET NORTH OF THE
 HV3496'CENTER OF THE ENTRANCE TO A YELLOW FARMHOUSE EAST OF THE ROAD,
 HV3496'20.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET
 HV3496'NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 HV3496'DISK, STAMPED E 91 1935 AND SET IN THE TOP OF A CONCRETE
 HV3496'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 HV3496
 HV3496                          STATION RECOVERY (1967)
 HV3496
 HV3496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HV3496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0119 ***********************************************************************
 GW0119  DESIGNATION -  E 93
 GW0119  PID         -  GW0119
 GW0119  STATE/COUNTY-  VA/LOUISA
 GW0119  USGS QUAD   -  ZION CROSSROADS (1987)
 GW0119
 GW0119                         *CURRENT SURVEY CONTROL
 GW0119  ___________________________________________________________________
 GW0119* NAD 83(1986)-  37 58 32.     (N)    078 13 59.     (W)     SCALED    
 GW0119* NAVD 88     -       156.083  (meters)     512.08   (feet)  ADJUSTED  
 GW0119  ___________________________________________________________________
 GW0119  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW0119  DYNAMIC HT  -         155.976 (meters)     511.73  (feet)  COMP
 GW0119  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 GW0119
 GW0119  VERT ORDER  -  SECOND    CLASS 0
 GW0119
 GW0119.The horizontal coordinates were scaled from a topographic map and have
 GW0119.an estimated accuracy of +/- 6 seconds.
 GW0119
 GW0119.The orthometric height was determined by differential leveling
 GW0119.and adjusted by the National Geodetic Survey in June 1991..
 GW0119
 GW0119.The geoid height was determined by GEOID03.
 GW0119
 GW0119.The dynamic height is computed by dividing the NAVD 88
 GW0119.geopotential number by the normal gravity value computed on the
 GW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0119.degrees latitude (g = 980.6199 gals.).
 GW0119
 GW0119.The modeled gravity was interpolated from observed gravity values.
 GW0119
 GW0119;                    North         East    Units  Estimated Accuracy
 GW0119;SPC VA S     - 1,182,290.    3,523,450.      MT  (+/- 180 meters Scaled)
 GW0119
 GW0119                          SUPERSEDED SURVEY CONTROL
 GW0119
 GW0119  NGVD 29 (??/??/92)  156.336  (m)          512.91   (f) ADJ UNCH    2 0
 GW0119
 GW0119.Superseded values are not recommended for survey control.
 GW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0119.See file dsdata.txt to determine how the superseded data were derived.
 GW0119
 GW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC430067(NAD 83)
 GW0119_MARKER: DB = BENCH MARK DISK
 GW0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0119_SP_SET: OVERPASS
 GW0119_STAMPING: E 93 1935
 GW0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0119
 GW0119  HISTORY     - Date     Condition        Report By
 GW0119  HISTORY     - 1935     MONUMENTED       CGS
 GW0119  HISTORY     - 1958     GOOD             NGS
 GW0119  HISTORY     - 19980307 GOOD             USPSQD
 GW0119  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0119
 GW0119                          STATION DESCRIPTION
 GW0119
 GW0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GW0119'8.9 MI N FROM PALMYRA.
 GW0119'IN LOUISA COUNTY, ABOUT 8.9 MILES NORTH ALONG THE CHESAPEAKE AND
 GW0119'OHIO RAILWAY FROM THE COUNTY COURTHOUSE AT PALMYRA, FLUVANNA
 GW0119'COUNTY, IN THE TOP OF THE CENTER OF THE CONCRETE FOUNDATION
 GW0119'OF THE PIERS OF A CONCRETE OVERPASS, 14 FEET NORTHWEST OF THE
 GW0119'CENTER LINE OF THE TRACK, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 GW0119'TRACK.  A STANDARD DISK, STAMPED E 93 1935.  THE MARK IS 0.8 MILE
 GW0119'NORTHWEST OF ZION CROSS ROADS ON U.S. HIGHWAY 250.
 GW0119
 GW0119                          STATION RECOVERY (1998)
 GW0119
 GW0119'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0119'RECOVERED IN GOOD CONDITION.
 GW0119
 GW0119                          STATION RECOVERY (2002)
 GW0119
 GW0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 GW0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3458 ***********************************************************************
 HV3458  DESIGNATION -  E 94
 HV3458  PID         -  HV3458
 HV3458  STATE/COUNTY-  VA/LOUISA
 HV3458  USGS QUAD   -  MINERAL (1981)
 HV3458
 HV3458                         *CURRENT SURVEY CONTROL
 HV3458  ___________________________________________________________________
 HV3458* NAD 83(1986)-  38 00 42.     (N)    077 54 28.     (W)     SCALED    
 HV3458* NAVD 88     -       141.158  (meters)     463.12   (feet)  ADJUSTED  
 HV3458  ___________________________________________________________________
 HV3458  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV3458  DYNAMIC HT  -         141.063 (meters)     462.80  (feet)  COMP
 HV3458  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 HV3458
 HV3458  VERT ORDER  -  SECOND    CLASS 0
 HV3458
 HV3458.The horizontal coordinates were scaled from a topographic map and have
 HV3458.an estimated accuracy of +/- 6 seconds.
 HV3458
 HV3458.The orthometric height was determined by differential leveling
 HV3458.and adjusted by the National Geodetic Survey in June 1991..
 HV3458
 HV3458.The geoid height was determined by GEOID03.
 HV3458
 HV3458.The dynamic height is computed by dividing the NAVD 88
 HV3458.geopotential number by the normal gravity value computed on the
 HV3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3458.degrees latitude (g = 980.6199 gals.).
 HV3458
 HV3458.The modeled gravity was interpolated from observed gravity values.
 HV3458
 HV3458;                    North         East    Units  Estimated Accuracy
 HV3458;SPC VA S     - 1,186,420.    3,552,010.      MT  (+/- 180 meters Scaled)
 HV3458
 HV3458                          SUPERSEDED SURVEY CONTROL
 HV3458
 HV3458  NGVD 29 (??/??/??)  141.387  (m)          463.87   (f) ADJUSTED    2 0
 HV3458
 HV3458.Superseded values are not recommended for survey control.
 HV3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3458.See file dsdata.txt to determine how the superseded data were derived.
 HV3458
 HV3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH447111(NAD 83)
 HV3458_MARKER: DB = BENCH MARK DISK
 HV3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3458_STAMPING: E 94 1935
 HV3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3458+STABILITY: SURFACE MOTION
 HV3458
 HV3458  HISTORY     - Date     Condition        Report By
 HV3458  HISTORY     - 1935     MONUMENTED       CGS
 HV3458  HISTORY     - 1962     MARK NOT FOUND   CGS
 HV3458  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 HV3458  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3458
 HV3458                          STATION DESCRIPTION
 HV3458
 HV3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3458'AT MINERAL.
 HV3458'5.9 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 HV3458'THE POST OFFICE AT LOUISA, LOUISA COUNTY, ABOUT 108 FEET NORTH
 HV3458'OF THE NORTHWEST CORNER OF THE STATION AT MINERAL, 33 FEET
 HV3458'NORTH OF THE NORTHWEST CORNER OF A SMALL PARK, AND 30 FEET
 HV3458'EAST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 HV3458'DISK, STAMPED E 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV3458
 HV3458                          STATION RECOVERY (1998)
 HV3458
 HV3458'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3458'MARK NOT FOUND.
 HV3458
 HV3458                          STATION RECOVERY (2002)
 HV3458
 HV3458'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0228 ***********************************************************************
 HW0228  DESIGNATION -  E 95
 HW0228  PID         -  HW0228
 HW0228  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0228  USGS QUAD   -  THORNTON GAP (1994)
 HW0228
 HW0228                         *CURRENT SURVEY CONTROL
 HW0228  ___________________________________________________________________
 HW0228* NAD 83(1986)-  38 39 48.     (N)    078 17 24.     (W)     SCALED    
 HW0228* NAVD 88     -       388.784  (meters)    1275.54   (feet)  ADJUSTED  
 HW0228  ___________________________________________________________________
 HW0228  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HW0228  DYNAMIC HT  -         388.512 (meters)    1274.64  (feet)  COMP
 HW0228  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 HW0228
 HW0228  VERT ORDER  -  FIRST     CLASS II
 HW0228
 HW0228.The horizontal coordinates were scaled from a topographic map and have
 HW0228.an estimated accuracy of +/- 6 seconds.
 HW0228
 HW0228.The orthometric height was determined by differential leveling
 HW0228.and adjusted by the National Geodetic Survey in June 1991..
 HW0228
 HW0228.The geoid height was determined by GEOID03.
 HW0228
 HW0228.The dynamic height is computed by dividing the NAVD 88
 HW0228.geopotential number by the normal gravity value computed on the
 HW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0228.degrees latitude (g = 980.6199 gals.).
 HW0228
 HW0228.The modeled gravity was interpolated from observed gravity values.
 HW0228
 HW0228;                    North         East    Units  Estimated Accuracy
 HW0228;SPC VA N     - 2,110,650.    3,518,280.      MT  (+/- 180 meters Scaled)
 HW0228
 HW0228                          SUPERSEDED SURVEY CONTROL
 HW0228
 HW0228  NGVD 29 (??/??/92)  388.965  (m)         1276.13   (f) ADJ UNCH    1 2
 HW0228
 HW0228.Superseded values are not recommended for survey control.
 HW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0228.See file dsdata.txt to determine how the superseded data were derived.
 HW0228
 HW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC357829(NAD 83)
 HW0228_MARKER: DB = BENCH MARK DISK
 HW0228_SETTING: 66 = SET IN ROCK OUTCROP
 HW0228_SP_SET: ROCK OUTCROP
 HW0228_STAMPING: E 95 1935
 HW0228_MARK LOGO: CGS   
 HW0228_PROJECTION: FLUSH
 HW0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0228+STABILITY: POSITION/ELEVATION WELL
 HW0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0228+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 HW0228
 HW0228  HISTORY     - Date     Condition        Report By
 HW0228  HISTORY     - 1935     MONUMENTED       CGS
 HW0228  HISTORY     - 1942     GOOD             NGS
 HW0228  HISTORY     - 1965     GOOD             NGS
 HW0228  HISTORY     - 19910827 GOOD             NGS
 HW0228  HISTORY     - 19920518 GOOD             NGS
 HW0228  HISTORY     - 19981002 GOOD             NGS
 HW0228
 HW0228                          STATION DESCRIPTION
 HW0228
 HW0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HW0228'4.2 MI W FROM SPERRYVILLE.
 HW0228'4.2 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE AT
 HW0228'SPERRYVILLE, RAPPAHANNOCK COUNTY, 21 FEET WEST OF THE WEST END
 HW0228'OF THE CONCRETE HEADWALL OF A CULVERT, 25.6 FEET WEST OF THE
 HW0228'CENTERLINE OF THE HIGHWAY, 7 FEET EAST OF THE EAST BANK OF A
 HW0228'STREAM, AND IN THE TOP OF A LARGE BOULDER ABOUT 3 FEET LOWER
 HW0228'THAN THE ROAD.  A STANDARD DISK, STAMPED E 95 1935.
 HW0228
 HW0228                          STATION RECOVERY (1965)
 HW0228
 HW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0228'RECOVERED IN GOOD CONDITION.
 HW0228
 HW0228                          STATION RECOVERY (1991)
 HW0228
 HW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HW0228'FROM THE POST OFFICE IN SPERRYVILLE, VA.  ZIP CODE 22740, ON STATE
 HW0228'ROAD 1001 GO NORTHWEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF US
 HW0228'HIGHWAY 211.  TURN LEFT AND GO WESTERLY ON US HIGHWAY 211 FOR 4.1 MI
 HW0228'(6.6 KM) TO THE MARK ON THE LEFT.  THE MARK IS IN THE SHENANDOAH
 HW0228'NATIONAL PARK.  THE MARK IS SET IN THE TOP OF A ROCK OUTCROP 5 FT
 HW0228'(1.5 M) BY 1 FT (0.3 M) .  4.8 FT (1.5 M) WEST OF THE NORTH END OF A
 HW0228'6 FT (1.8 M) CONCRETE CULVERT 13.6 FT (4.1 M) NORHT OF A 10-INCH
 HW0228'TWINTRUNK POPLAR TREE 10.2 FT (3.1 M) SOUTHEAST OF AN 18-INCH BEECH
 HW0228'TREE 35.5 FT (10.8 M) WEST OF THE C/L OF US HIGHWAY 211, 43 FT (13.1
 HW0228'M) EAST OF THE CENTER OF A SMALL CREE HOLLOW TRAIL, ON THE NORTHEAST
 HW0228'SIDE OF THE POST
 HW0228
 HW0228                          STATION RECOVERY (1992)
 HW0228
 HW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HW0228'FROM THE POST OFFICE IN SPERRYVILLE, ON STATE ROAD 1001 GO NORTHWEST
 HW0228'FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF US HIGHWAY 211.  TURN LEFT AND
 HW0228'GO WESTERLY ON US HIGHWAY 211 FOR 4.1 MI (6.6 KM) TO THE MARK ON THE
 HW0228'LEFT, IN THE SHENANDOAH NATIONAL PARK, IN THE TOP OF A ROCK OUTCROP 5
 HW0228'FT (1.5 M) BY 1 FT (0.3 M), 4.8 FT (1.5 M) WEST OF THE NORTH END OF A
 HW0228'6 FT (1.8 M) CONCRETE CULVERT, 13.6 FT (4.1 M) NORTH OF A 10-INCH
 HW0228'TWIN TRUNK POPLAR TREE, 10.2 FT (3.1 M) SOUTHEAST OF AN 18-INCH BEECH
 HW0228'BEECH TREE, 35.5 FT (10.8 M) WEST OF THE CENTERLINE OF US HIGHWAY
 HW0228'211, 43.0 FT (13.1 M) EAST OF THE CENTER OF A SMALL CREE HOLLOW
 HW0228'TRAIL, ON THE NORTHEAST SIDE OF THE POST.
 HW0228
 HW0228                          STATION RECOVERY (1998)
 HW0228
 HW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW0228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0757 ***********************************************************************
 HW0757  DESIGNATION -  E 96
 HW0757  PID         -  HW0757
 HW0757  STATE/COUNTY-  VA/ROCKINGHAM
 HW0757  USGS QUAD   -  HARRISONBURG (1989)
 HW0757
 HW0757                         *CURRENT SURVEY CONTROL
 HW0757  ___________________________________________________________________
 HW0757* NAD 83(1986)-  38 26 35.     (N)    078 50 05.     (W)     SCALED    
 HW0757* NAVD 88     -       420.243  (meters)    1378.75   (feet)  ADJUSTED  
 HW0757  ___________________________________________________________________
 HW0757  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW0757  DYNAMIC HT  -         419.938 (meters)    1377.75  (feet)  COMP
 HW0757  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 HW0757
 HW0757  VERT ORDER  -  SECOND    CLASS 0
 HW0757
 HW0757.The horizontal coordinates were scaled from a topographic map and have
 HW0757.an estimated accuracy of +/- 6 seconds.
 HW0757
 HW0757.The orthometric height was determined by differential leveling
 HW0757.and adjusted by the National Geodetic Survey in June 1991..
 HW0757
 HW0757.The geoid height was determined by GEOID03.
 HW0757
 HW0757.The dynamic height is computed by dividing the NAVD 88
 HW0757.geopotential number by the normal gravity value computed on the
 HW0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0757.degrees latitude (g = 980.6199 gals.).
 HW0757
 HW0757.The modeled gravity was interpolated from observed gravity values.
 HW0757
 HW0757;                    North         East    Units  Estimated Accuracy
 HW0757;SPC VA N     - 2,086,230.    3,470,780.      MT  (+/- 180 meters Scaled)
 HW0757
 HW0757                          SUPERSEDED SURVEY CONTROL
 HW0757
 HW0757  NGVD 29 (??/??/92)  420.380  (m)         1379.20   (f) ADJ UNCH    2 0
 HW0757
 HW0757.Superseded values are not recommended for survey control.
 HW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0757.See file dsdata.txt to determine how the superseded data were derived.
 HW0757
 HW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC889571(NAD 83)
 HW0757_MARKER: DB = BENCH MARK DISK
 HW0757_SETTING: 66 = SET IN ROCK OUTCROP
 HW0757_SP_SET: ROCK OUTCROP
 HW0757_STAMPING: E 96 1935
 HW0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0757+STABILITY: POSITION/ELEVATION WELL
 HW0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0757+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 HW0757
 HW0757  HISTORY     - Date     Condition        Report By
 HW0757  HISTORY     - 1935     MONUMENTED       CGS
 HW0757  HISTORY     - 1965     GOOD             NGS
 HW0757  HISTORY     - 1971     GOOD             NGS
 HW0757  HISTORY     - 20020604 GOOD             MAC
 HW0757
 HW0757                          STATION DESCRIPTION
 HW0757
 HW0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0757'3.4 MI E FROM HARRISONBURG.
 HW0757'3.4 MILES EAST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0757'STATION AT HARRISONBURG, ROCKINGHAM COUNTY, ABOUT 58 YARDS WEST
 HW0757'OF THE WEST END OF A CUT, AT A COUNTY-ROAD CROSSING, 36 FEET SOUTH
 HW0757'OF THE CENTER LINE OF THE TRACK, 18 FEET WEST OF THE CENTER LINE
 HW0757'OF THE ROAD, 14 FEET SOUTH OF A FENCE CORNER, 3 FEET EAST OF THE
 HW0757'FENCE, AND IN A ROCK OUTCROP.  NOTE-- THE COUNTRY ROAD IS NOW
 HW0757'SECONDARY STATE ROAD 720.
 HW0757
 HW0757                          STATION RECOVERY (1971)
 HW0757
 HW0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW0757'RECOVERED IN GOOD CONDITION.
 HW0757
 HW0757                          STATION RECOVERY (2002)
 HW0757
 HW0757'RECOVERY NOTE BY MATTERN AND CRAIG 2002 (JAN)
 HW0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0980 ***********************************************************************
 GW0980  DESIGNATION -  E 97
 GW0980  PID         -  GW0980
 GW0980  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0980  USGS QUAD   -  GOSHEN (1983)
 GW0980
 GW0980                         *CURRENT SURVEY CONTROL
 GW0980  ___________________________________________________________________
 GW0980* NAD 83(1986)-  37 57 31.     (N)    079 28 28.     (W)     SCALED    
 GW0980* NAVD 88     -       417.718  (meters)    1370.46   (feet)  ADJUSTED  
 GW0980  ___________________________________________________________________
 GW0980  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0980  DYNAMIC HT  -         417.387 (meters)    1369.38  (feet)  COMP
 GW0980  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 GW0980
 GW0980  VERT ORDER  -  SECOND    CLASS 0
 GW0980
 GW0980.The horizontal coordinates were scaled from a topographic map and have
 GW0980.an estimated accuracy of +/- 6 seconds.
 GW0980
 GW0980.The orthometric height was determined by differential leveling
 GW0980.and adjusted by the National Geodetic Survey in June 1991..
 GW0980
 GW0980.The geoid height was determined by GEOID03.
 GW0980
 GW0980.The dynamic height is computed by dividing the NAVD 88
 GW0980.geopotential number by the normal gravity value computed on the
 GW0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0980.degrees latitude (g = 980.6199 gals.).
 GW0980
 GW0980.The modeled gravity was interpolated from observed gravity values.
 GW0980
 GW0980;                    North         East    Units  Estimated Accuracy
 GW0980;SPC VA S     - 1,180,810.    3,414,370.      MT  (+/- 180 meters Scaled)
 GW0980
 GW0980                          SUPERSEDED SURVEY CONTROL
 GW0980
 GW0980  NGVD 29 (??/??/92)  417.876  (m)         1370.98   (f) ADJ UNCH    2 0
 GW0980
 GW0980.Superseded values are not recommended for survey control.
 GW0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0980.See file dsdata.txt to determine how the superseded data were derived.
 GW0980
 GW0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC340023(NAD 83)
 GW0980_MARKER: DB = BENCH MARK DISK
 GW0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0980_STAMPING: E 97 1935
 GW0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0980+STABILITY: SURFACE MOTION
 GW0980
 GW0980  HISTORY     - Date     Condition        Report By
 GW0980  HISTORY     - 1935     MONUMENTED       CGS
 GW0980  HISTORY     - 1950     GOOD             USGS
 GW0980
 GW0980                          STATION DESCRIPTION
 GW0980
 GW0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0980'3.6 MI SE FROM GOSHEN.
 GW0980'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 501 FROM THE
 GW0980'CHESAPEAKE AND OHIO RAILWAY FREIGHT STATION AT GOSHEN, ROCKBRIDGE
 GW0980'COUNTY, ABOUT 167 YARDS EAST OF A NARROW BRIDGE OVER GUYS RUN, 100
 GW0980'YARDS EAST OF A HOUSE, 16 FEET NORTH OF THE CENTER LINE OF THE
 GW0980'HIGHWAY, AND 1 FOOT SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 GW0980'STAMPED E 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GW0980'NOTE-- 1950 REPORT-- 22.5 FT. W. OF CENTERLINE OF ROAD, 22 FT.
 GW0980'SE OF FENCE CORNER.
 GW0980
 GW0980                          STATION RECOVERY (1950)
 GW0980
 GW0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 GW0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0629 ***********************************************************************
 GW0629  DESIGNATION -  E 98
 GW0629  PID         -  GW0629
 GW0629  STATE/COUNTY-  VA/NELSON
 GW0629  USGS QUAD   -  GREENFIELD (1981)
 GW0629
 GW0629                         *CURRENT SURVEY CONTROL
 GW0629  ___________________________________________________________________
 GW0629* NAD 83(1986)-  37 54 06.     (N)    078 51 28.     (W)     SCALED    
 GW0629* NAVD 88     -       188.935  (meters)     619.86   (feet)  ADJUSTED  
 GW0629  ___________________________________________________________________
 GW0629  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0629  DYNAMIC HT  -         188.798 (meters)     619.41  (feet)  COMP
 GW0629  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 GW0629
 GW0629  VERT ORDER  -  SECOND    CLASS 0
 GW0629
 GW0629.The horizontal coordinates were scaled from a topographic map and have
 GW0629.an estimated accuracy of +/- 6 seconds.
 GW0629
 GW0629.The orthometric height was determined by differential leveling
 GW0629.and adjusted by the National Geodetic Survey in June 1991..
 GW0629
 GW0629.The geoid height was determined by GEOID03.
 GW0629
 GW0629.The dynamic height is computed by dividing the NAVD 88
 GW0629.geopotential number by the normal gravity value computed on the
 GW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0629.degrees latitude (g = 980.6199 gals.).
 GW0629
 GW0629.The modeled gravity was interpolated from observed gravity values.
 GW0629
 GW0629;                    North         East    Units  Estimated Accuracy
 GW0629;SPC VA S     - 1,174,110.    3,468,530.      MT  (+/- 180 meters Scaled)
 GW0629
 GW0629                          SUPERSEDED SURVEY CONTROL
 GW0629
 GW0629  NGVD 29 (??/??/92)  189.142  (m)          620.54   (f) ADJ UNCH    2 0
 GW0629
 GW0629.Superseded values are not recommended for survey control.
 GW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0629.See file dsdata.txt to determine how the superseded data were derived.
 GW0629
 GW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB883970(NAD 83)
 GW0629_MARKER: DB = BENCH MARK DISK
 GW0629_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GW0629_SP_SET: UNSPECIFIED ROCK
 GW0629_STAMPING: E 98 1935
 GW0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0629
 GW0629  HISTORY     - Date     Condition        Report By
 GW0629  HISTORY     - 1935     MONUMENTED       CGS
 GW0629  HISTORY     - 1967     GOOD             USGS
 GW0629
 GW0629                          STATION DESCRIPTION
 GW0629
 GW0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0629'2.2 MI S FROM GREENFIELD.
 GW0629'ALONG STATE HIGHWAY 151, 65 FEET SOUTHWEST OF CENTERLINE OF
 GW0629'HIGHWAY, 30 FEET NORTHEAST OF CREEK, 25 FEET SOUTHWEST OF
 GW0629'SOUTHEAST CORNER OF A SHED, IN TOP AND CENTER OF LARGE ROCK
 GW0629'ABOUT 90 FEET LONG AND 15 FEET HIGH, LEVEL WITH HIGHWAY.
 GW0629
 GW0629                          STATION RECOVERY (1967)
 GW0629
 GW0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GW0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1852 ***********************************************************************
 HW1852  DESIGNATION -  E 99
 HW1852  PID         -  HW1852
 HW1852  STATE/COUNTY-  VA/HIGHLAND
 HW1852  USGS QUAD   -  MONTEREY (1976)
 HW1852
 HW1852                         *CURRENT SURVEY CONTROL
 HW1852  ___________________________________________________________________
 HW1852* NAD 83(1986)-  38 24 29.     (N)    079 33 11.     (W)     SCALED    
 HW1852* NAVD 88     -      1038.038  (meters)    3405.63   (feet)  ADJUSTED  
 HW1852  ___________________________________________________________________
 HW1852  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW1852  DYNAMIC HT  -        1037.163 (meters)    3402.76  (feet)  COMP
 HW1852  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 HW1852
 HW1852  VERT ORDER  -  SECOND    CLASS 0
 HW1852
 HW1852.The horizontal coordinates were scaled from a topographic map and have
 HW1852.an estimated accuracy of +/- 6 seconds.
 HW1852
 HW1852.The orthometric height was determined by differential leveling
 HW1852.and adjusted by the National Geodetic Survey in June 1991..
 HW1852
 HW1852.The geoid height was determined by GEOID03.
 HW1852
 HW1852.The dynamic height is computed by dividing the NAVD 88
 HW1852.geopotential number by the normal gravity value computed on the
 HW1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1852.degrees latitude (g = 980.6199 gals.).
 HW1852
 HW1852.The modeled gravity was interpolated from observed gravity values.
 HW1852
 HW1852;                    North         East    Units  Estimated Accuracy
 HW1852;SPC VA N     - 2,082,820.    3,408,030.      MT  (+/- 180 meters Scaled)
 HW1852
 HW1852                          SUPERSEDED SURVEY CONTROL
 HW1852
 HW1852  NGVD 29 (??/??/92) 1038.088  (m)         3405.79   (f) ADJ UNCH    2 0
 HW1852
 HW1852.Superseded values are not recommended for survey control.
 HW1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1852.See file dsdata.txt to determine how the superseded data were derived.
 HW1852
 HW1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC263520(NAD 83)
 HW1852_MARKER: DB = BENCH MARK DISK
 HW1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1852_STAMPING: E 99 1935
 HW1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1852+STABILITY: SURFACE MOTION
 HW1852
 HW1852  HISTORY     - Date     Condition        Report By
 HW1852  HISTORY     - 1935     MONUMENTED       CGS
 HW1852  HISTORY     - 1966     GOOD             NGS
 HW1852
 HW1852                          STATION DESCRIPTION
 HW1852
 HW1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1852'1.8 MI S FROM MONTEREY.
 HW1852'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE MONTEREY
 HW1852'METHODIST CHURCH AT MONTEREY, HIGHLAND COUNTY, AT THE TOP OF
 HW1852'JACK MOUNTAIN, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HW1852'20 FEET SOUTH OF THE JACK MOUNTAIN SIGN, 20 FEET NORTH OF THE
 HW1852'SMALL FENCE GATE OF A TRAIL, AND SET IN THE TOP OF A CONCRETE
 HW1852'POST.
 HW1852
 HW1852                          STATION RECOVERY (1966)
 HW1852
 HW1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3829 ***********************************************************************
 GV3829  DESIGNATION -  E USE 1931
 GV3829  PID         -  GV3829
 GV3829  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3829  USGS QUAD   -  HEATHSVILLE (1992)
 GV3829
 GV3829                         *CURRENT SURVEY CONTROL
 GV3829  ___________________________________________________________________
 GV3829* NAD 83(1993)-  37 58 37.87364(N)    076 27 24.49730(W)     ADJUSTED  
 GV3829* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3829  ___________________________________________________________________
 GV3829  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 GV3829  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 GV3829
 GV3829  HORZ ORDER  -  THIRD
 GV3829
 GV3829.The horizontal coordinates were established by classical geodetic methods
 GV3829.and adjusted by the National Geodetic Survey in November 1994..
 GV3829
 GV3829.The orthometric height was scaled from a topographic map.
 GV3829
 GV3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3829
 GV3829.The geoid height was determined by GEOID03.
 GV3829
 GV3829;                    North         East     Units Scale Factor Converg.
 GV3829;SPC VA S     - 1,184,375.901 3,679,500.774   MT  1.00000194   +1 14 24.2
 GV3829;SPC VA S     - 3,885,739.94 12,071,828.79   sFT  1.00000194   +1 14 24.2
 GV3829;SPC VA N     - 2,036,464.796 3,679,501.485   MT  1.00001038   +1 16 30.7
 GV3829;SPC VA N     - 6,681,301.58 12,071,831.12   sFT  1.00001038   +1 16 30.7
 GV3829;UTM  18      - 4,204,284.927   372,053.438   MT  0.99980162   -0 53 47.6
 GV3829
 GV3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3829!SPC VA S     -   1.00000552  x   1.00000194  =   1.00000746
 GV3829!SPC VA N     -   1.00000552  x   1.00001038  =   1.00001590
 GV3829!UTM  18      -   1.00000552  x   0.99980162  =   0.99980714
 GV3829
 GV3829:                Primary Azimuth Mark                     Grid Az
 GV3829:SPC VA S     -  F USE 1931                               277 12 36.7
 GV3829:SPC VA N     -  F USE 1931                               277 10 30.2
 GV3829:UTM  18      -  F USE 1931                               279 20 48.5
 GV3829
 GV3829|---------------------------------------------------------------------|
 GV3829| PID    Reference Object                     Distance      Geod. Az  |
 GV3829|                                                           dddmmss.s |
 GV3829| GV3830 F USE 1931                          APPROX. 0.6 KM 2782700.9 |
 GV3829| GV3817 BLUFF 1931                           69.797 METERS 29657     |
 GV3829|---------------------------------------------------------------------|
 GV3829
 GV3829                          SUPERSEDED SURVEY CONTROL
 GV3829
 GV3829  NAD 83(1993)-  37 58 37.87167(N)    076 27 24.49944(W) AD(       ) 3
 GV3829  NAD 83(1986)-  37 58 37.87491(N)    076 27 24.51317(W) AD(       ) 3
 GV3829  NAD 27      -  37 58 37.40700(N)    076 27 25.65200(W) AD(       ) 3
 GV3829
 GV3829.Superseded values are not recommended for survey control.
 GV3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3829.See file dsdata.txt to determine how the superseded data were derived.
 GV3829
 GV3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7205304285(NAD 83)
 GV3829_MARKER: I = METAL ROD
 GV3829_SETTING: 0 = UNSPECIFIED SETTING
 GV3829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3829
 GV3829  HISTORY     - Date     Condition        Report By
 GV3829  HISTORY     - 1931     MONUMENTED       VACF
 GV3829
 GV3829                          STATION DESCRIPTION
 GV3829
 GV3829'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3829'STATION IS AT TURN OF BLUFF ON E SIDE OF RIVER, OPPOSITE
 GV3829'SANDY POINT, MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 GV3829'PIPE SURROUNDED BELOW THE SURFACE OF GROUND BY A BLOCK OF
 GV3829'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3350 ***********************************************************************
 FX3350  DESIGNATION -  EAB USE 1932
 FX3350  PID         -  FX3350
 FX3350  STATE/COUNTY-  VA/C OF NORFOLK
 FX3350  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3350
 FX3350                         *CURRENT SURVEY CONTROL
 FX3350  ___________________________________________________________________
 FX3350* NAD 83(1993)-  36 50 18.16621(N)    076 17 19.57826(W)     ADJUSTED  
 FX3350* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3350  ___________________________________________________________________
 FX3350  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FX3350  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX3350
 FX3350  HORZ ORDER  -  THIRD
 FX3350
 FX3350.The horizontal coordinates were established by classical geodetic methods
 FX3350.and adjusted by the National Geodetic Survey in September 1995..
 FX3350
 FX3350.The orthometric height was scaled from a topographic map.
 FX3350
 FX3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3350
 FX3350.The geoid height was determined by GEOID03.
 FX3350
 FX3350;                    North         East     Units Scale Factor Converg.
 FX3350;SPC VA S     - 1,058,357.087 3,697,220.475   MT  0.99998776   +1 20 31.4
 FX3350;SPC VA S     - 3,472,293.21 12,129,964.18   sFT  0.99998776   +1 20 31.4
 FX3350;UTM  18      - 4,077,718.479   385,085.165   MT  0.99976268   -0 46 22.0
 FX3350
 FX3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3350!SPC VA S     -   1.00000554  x   0.99998776  =   0.99999330
 FX3350!UTM  18      -   1.00000554  x   0.99976268  =   0.99976822
 FX3350
 FX3350:                Primary Azimuth Mark                     Grid Az
 FX3350:SPC VA S     -  SB I USE 1940                            265 54 38.9
 FX3350:UTM  18      -  SB I USE 1940                            268 01 32.3
 FX3350
 FX3350|---------------------------------------------------------------------|
 FX3350| PID    Reference Object                     Distance      Geod. Az  |
 FX3350|                                                           dddmmss.s |
 FX3350| FX3445 SB I USE 1940                       APPROX. 0.6 KM 2671510.3 |
 FX3350|---------------------------------------------------------------------|
 FX3350
 FX3350                          SUPERSEDED SURVEY CONTROL
 FX3350
 FX3350  NAD 83(1986)-  36 50 18.17192(N)    076 17 19.61369(W) AD(       ) 3
 FX3350  NAD 27      -  36 50 17.63700(N)    076 17 20.82400(W) AD(       ) 3
 FX3350
 FX3350.Superseded values are not recommended for survey control.
 FX3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3350.See file dsdata.txt to determine how the superseded data were derived.
 FX3350
 FX3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8508577718(NAD 83)
 FX3350_MARKER: DD = SURVEY DISK
 FX3350_SETTING: 0 = UNSPECIFIED SETTING
 FX3350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3350
 FX3350  HISTORY     - Date     Condition        Report By
 FX3350  HISTORY     - 1932     MONUMENTED       USE
 FX3350  HISTORY     - 1935     GOOD             CGS
 FX3350  HISTORY     - 1954     GOOD             AMS
 FX3350  HISTORY     - 1960     GOOD             CGS
 FX3350
 FX3350                          STATION DESCRIPTION
 FX3350
 FX3350'DESCRIBED BY US ENGINEERS 1932 (GDC)
 FX3350'STATION OF THE U.S. ARMY ENGINEERS LOCATED ON THE ROOF OF
 FX3350'THE PENTHOUSE OF THE MOST SOUTHERLY WAREHOUSE OF THE IMPERIAL
 FX3350'TOBACCO COMPANY AT BERKLEY, VIRGINIA.  THIS IS THE ONLY 3-STORY
 FX3350'BUILDING IN THE GROUP.
 FX3350'
 FX3350'THE STATION IS MARKED BY AN ENGINEERS STANDARD BRASS DISK, SET
 FX3350'INTO THE ROOF AND NEARLY FLUSH WITH IT.  IT IS APPROXIMATELY
 FX3350'7.4 FEET FROM THE N EDGE OF THE ROOF AND 7.1 FEET FROM THE E
 FX3350'SIDE OF THE ROOF.
 FX3350'
 FX3350'THERE ARE NO REFERENCE OR WITNESS MARKS.
 FX3350
 FX3350                          STATION RECOVERY (1935)
 FX3350
 FX3350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RLS)
 FX3350'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FX3350
 FX3350                          STATION RECOVERY (1954)
 FX3350
 FX3350'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3350'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 FX3350'MARK IS 7 FEET SOUTH OF NORTH EDGE OF ROOF, 7 FEET EAST OF THE
 FX3350'WEST EDGE OF ROOF.
 FX3350
 FX3350                          STATION RECOVERY (1960)
 FX3350
 FX3350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3350'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FX3350'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3351 ***********************************************************************
 FX3351  DESIGNATION -  EAC USE 1932
 FX3351  PID         -  FX3351
 FX3351  STATE/COUNTY-  VA/C OF NORFOLK
 FX3351  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3351
 FX3351                         *CURRENT SURVEY CONTROL
 FX3351  ___________________________________________________________________
 FX3351* NAD 83(1993)-  36 50 35.14701(N)    076 16 54.98024(W)     ADJUSTED  
 FX3351* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3351  ___________________________________________________________________
 FX3351  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FX3351  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 FX3351
 FX3351  HORZ ORDER  -  THIRD
 FX3351
 FX3351.The horizontal coordinates were established by classical geodetic methods
 FX3351.and adjusted by the National Geodetic Survey in September 1995..
 FX3351
 FX3351.The orthometric height was scaled from a topographic map.
 FX3351
 FX3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3351
 FX3351.The geoid height was determined by GEOID03.
 FX3351
 FX3351;                    North         East     Units Scale Factor Converg.
 FX3351;SPC VA S     - 1,058,894.688 3,697,817.485   MT  0.99998701   +1 20 46.3
 FX3351;SPC VA S     - 3,474,056.99 12,131,922.87   sFT  0.99998701   +1 20 46.3
 FX3351;UTM  18      - 4,078,233.565   385,701.468   MT  0.99976094   -0 46 07.6
 FX3351
 FX3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3351!SPC VA S     -   1.00000555  x   0.99998701  =   0.99999256
 FX3351!UTM  18      -   1.00000555  x   0.99976094  =   0.99976648
 FX3351
 FX3351:                Primary Azimuth Mark                     Grid Az
 FX3351:SPC VA S     -  NAT                                      292 52 15.9
 FX3351:UTM  18      -  NAT                                      294 59 09.8
 FX3351
 FX3351|---------------------------------------------------------------------|
 FX3351| PID    Reference Object                     Distance      Geod. Az  |
 FX3351|                                                           dddmmss.s |
 FX3351| FX3386 NAT                                 APPROX. 0.8 KM 2941302.2 |
 FX3351| FX3397 NORFOLK TV STA WTAR TOWER           APPROX. 1.5 KM 3313825.4 |
 FX3351|---------------------------------------------------------------------|
 FX3351
 FX3351                          SUPERSEDED SURVEY CONTROL
 FX3351
 FX3351  NAD 83(1986)-  36 50 35.15272(N)    076 16 55.01569(W) AD(       ) 3
 FX3351  NAD 27      -  36 50 34.61700(N)    076 16 56.22800(W) AD(       ) 3
 FX3351
 FX3351.Superseded values are not recommended for survey control.
 FX3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3351.See file dsdata.txt to determine how the superseded data were derived.
 FX3351
 FX3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8570178234(NAD 83)
 FX3351_MARKER: H = DRILL HOLE
 FX3351_SETTING: 0 = UNSPECIFIED SETTING
 FX3351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3351
 FX3351  HISTORY     - Date     Condition        Report By
 FX3351  HISTORY     - 1932     MONUMENTED       USE
 FX3351  HISTORY     - 1935     GOOD             CGS
 FX3351  HISTORY     - 1949     GOOD             CGS
 FX3351  HISTORY     - 1954     GOOD             CGS
 FX3351  HISTORY     - 1963     MARK NOT FOUND   USGS
 FX3351  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX3351
 FX3351                          STATION DESCRIPTION
 FX3351
 FX3351'DESCRIBED BY US ENGINEERS 1932 (GDC)
 FX3351'A STATION OF THE U.S. ARMY ENGINEERS LOCATED ON THE ROOF OF THE
 FX3351'PENTHOUSE ON TOP OF UNION STATION BUILDING AT THE FOOT OF E
 FX3351'MAIN STREET, NORFOLK, VIRGINIA.
 FX3351'
 FX3351'STATION IS MARKED BY A PATTY OF CEMENT ABOUT 10 INCHES IN
 FX3351'DIAMETER, IN THE CENTER OF WHICH IS A 1/2-INCH HOLE IN DIAMETER.
 FX3351'
 FX3351'THERE ARE NO REFERENCE OR WITNESS MARKS.
 FX3351
 FX3351                          STATION RECOVERY (1935)
 FX3351
 FX3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RLS)
 FX3351'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 FX3351
 FX3351                          STATION RECOVERY (1949)
 FX3351
 FX3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (EOH)
 FX3351'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION EXCEPT THAT
 FX3351'THE SKETCH SHOULD BE AS FOLLOWS--
 FX3351
 FX3351                          STATION RECOVERY (1954)
 FX3351
 FX3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (AMS)
 FX3351'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION MARK
 FX3351'SET IN PENTHOUSE ROOF, 2 FEET SOUTH OF THE NORTH EDGE OF ROOF,
 FX3351'3 FEET WEST OF EAST EDGE OF ROOF.
 FX3351
 FX3351                          STATION RECOVERY (1963)
 FX3351
 FX3351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX3351'DESTROYED.
 FX3351
 FX3351                          STATION RECOVERY (2003)
 FX3351
 FX3351'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX3351'UNION STATION BUILDING HAS BEEN COMPLETELY DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2272 ***********************************************************************
 GW2272  DESIGNATION -  EAGLE
 GW2272  PID         -  GW2272
 GW2272  STATE/COUNTY-  VA/BOTETOURT
 GW2272  USGS QUAD   -  EAGLE ROCK (1985)
 GW2272
 GW2272                         *CURRENT SURVEY CONTROL
 GW2272  ___________________________________________________________________
 GW2272* NAD 83(1993)-  37 37 56.47140(N)    079 49 48.61497(W)     ADJUSTED  
 GW2272* NAVD 88     -       681.8    (meters)    2237.     (feet)  VERTCON   
 GW2272  ___________________________________________________________________
 GW2272  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 GW2272  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW2272
 GW2272  HORZ ORDER  -  SECOND
 GW2272
 GW2272.The horizontal coordinates were established by classical geodetic methods
 GW2272.and adjusted by the National Geodetic Survey in November 1994..
 GW2272
 GW2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2272
 GW2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2272
 GW2272.The geoid height was determined by GEOID03.
 GW2272
 GW2272;                    North         East     Units Scale Factor Converg.
 GW2272;SPC VA S     - 1,144,987.316 3,382,596.019   MT  0.99995605   -0 48 26.3
 GW2272;SPC VA S     - 3,756,512.55 11,097,733.77   sFT  0.99995605   -0 48 26.3
 GW2272;UTM  17      - 4,165,668.576   603,220.346   MT  0.99973123   +0 42 51.7
 GW2272
 GW2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2272!SPC VA S     -   0.99989810  x   0.99995605  =   0.99985415
 GW2272!UTM  17      -   0.99989810  x   0.99973123  =   0.99962935
 GW2272
 GW2272:                Primary Azimuth Mark                     Grid Az
 GW2272:SPC VA S     -  EAGLE AZ MK                              043 07 58.3
 GW2272:UTM  17      -  EAGLE AZ MK                              041 36 40.3
 GW2272
 GW2272|---------------------------------------------------------------------|
 GW2272| PID    Reference Object                     Distance      Geod. Az  |
 GW2272|                                                           dddmmss.s |
 GW2272| GW1760 EAGLE AZ MK                         APPROX. 3.0 KM 0421932.0 |
 GW2272| DC3299 EAGLE RM 1                           12.115 METERS 07413     |
 GW2272| GW2271 EAGLE ROCK LOOKOUT TOWER             33.245 METERS 24303     |
 GW2272| DC3300 EAGLE RM 2                           29.520 METERS 24513     |
 GW2272|---------------------------------------------------------------------|
 GW2272
 GW2272                          SUPERSEDED SURVEY CONTROL
 GW2272
 GW2272  NAD 83(1986)-  37 37 56.47161(N)    079 49 48.63030(W) AD(       ) 2
 GW2272  NAD 27      -  37 37 56.00436(N)    079 49 49.46780(W) AD(       ) 2
 GW2272  NGVD 29 (07/19/86)  682.0    (m)         2238.     (f) VERT ANG       
 GW2272
 GW2272.Superseded values are not recommended for survey control.
 GW2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2272.See file dsdata.txt to determine how the superseded data were derived.
 GW2272
 GW2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0322065669(NAD 83)
 GW2272_MARKER: DS = TRIANGULATION STATION DISK
 GW2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2272
 GW2272  HISTORY     - Date     Condition        Report By
 GW2272  HISTORY     - 1964     MONUMENTED       CGS
 GW2272
 GW2272                          STATION DESCRIPTION
 GW2272
 GW2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2272'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF EAGLE ROCK,
 GW2272'ABOUT 1 MILE WEST OF U.S. HIGHWAY 220 AND AT THE EAGLE ROCK
 GW2272'LOOKOUT TOWER.
 GW2272'
 GW2272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 GW2272'AND STATE HIGHWAY 43 ABOUT 0.25 MILE WEST OF EAGLE ROCK,
 GW2272'GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 2.0 MILES TO A SIDE
 GW2272'ROAD RIGHT, TURN RIGHT, WEST, ON COUNTY ROUTE 681 AND GO
 GW2272'0.6 MILE TO A SIDE ROAD RIGHT AT MR. F.R. THOMASS MAIL BOX,
 GW2272'TURN RIGHT ON GRAVEL ROAD AND GO 0.25 MILE TO A FORK, TURN
 GW2272'RIGHT AND GO 0.05 MILE TO A GATE, PASS THROUGH AND FOLLOW
 GW2272'GRAVEL ROAD UP HILL FOR 0.8 MILE TO A FORK, TAKE LEFT FORK
 GW2272'AND GO UP HILL FOR 0.85 MILE TO THE STATION ON THE LEFT, JUST
 GW2272'BEFORE REACHING LOOKOUT TOWER.
 GW2272'
 GW2272'THE STATION IS 98 FEET EAST OF THE NORTHEAST LEG OF LOOKOUT
 GW2272'TOWER, 26 FEET EAST OF THE NORTHEAST CORNER OF BUILDING, 14
 GW2272'FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD AND 2.7 FEET
 GW2272'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 GW2272'IN A SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES AND STAMPED
 GW2272'EAGLE 1964.
 GW2272'
 GW2272'REFERENCE MARK NO. 1 IS 39.6 FEET EAST OF A METAL WITNESS POST
 GW2272'AND 15 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD.  IT IS
 GW2272'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GW2272'WHICH PROJECTS 1 FOOT AND STAMPED EAGLE NO 1 1964.
 GW2272'
 GW2272'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE
 GW2272'NORTHEAST LEG OF THE EAGLE ROCK LOOKOUT TOWER WHICH PROJECTS
 GW2272'1 FOOT AND STAMPED EAGLE NO 2 1964.
 GW2272'
 GW2272'THE AZIMUTH MARK IS 39.5 FEET EAST OF THE CENTER LINE OF
 GW2272'U.S. HIGHWAY 220, 39 FEET SOUTH OF A 10X10 FOOT BOULDER PROJECTING
 GW2272'7 FOOT WITH A IRON POLE IN THE TOP, 24 FEET SOUTHWEST OF
 GW2272'POWER POLE NUMBER E B B 10 AND 17 FEET SOUTHEAST OF A DRIVEWAY.
 GW2272'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH
 GW2272'AND STAMPED EAGLE 1964.
 GW2272'
 GW2272'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GW2272'220 AND STATE HIGHWAY 43 ABOUT 0.25 MILE WEST OF EAGLE ROCK,
 GW2272'GO NORTHERLY ON U.S. HIGHWAY 220 FOR 0.7 MILE TO THE MARK
 GW2272'ON THE RIGHT.
 GW2272'
 GW2272'THE DISTANCE TO THE AZIMUTH MARK WAS MEASURED WITH THE
 GW2272'TELLUROMETER.
 GW2272'
 GW2272'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1443 ***********************************************************************
 JW1443  DESIGNATION -  EAGLE
 JW1443  PID         -  JW1443
 JW1443  STATE/COUNTY-  VA/FREDERICK
 JW1443  USGS QUAD   -  MOUNTAIN FALLS (1972)
 JW1443
 JW1443                         *CURRENT SURVEY CONTROL
 JW1443  ___________________________________________________________________
 JW1443* NAD 83(1993)-  39 06 54.06157(N)    078 27 28.92992(W)     ADJUSTED  
 JW1443* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 JW1443  ___________________________________________________________________
 JW1443  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 JW1443  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JW1443
 JW1443  HORZ ORDER  -  FIRST
 JW1443
 JW1443.The horizontal coordinates were established by classical geodetic methods
 JW1443.and adjusted by the National Geodetic Survey in November 1994..
 JW1443
 JW1443.The orthometric height was scaled from a topographic map.
 JW1443
 JW1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1443
 JW1443.The geoid height was determined by GEOID03.
 JW1443
 JW1443;                    North         East     Units Scale Factor Converg.
 JW1443;SPC VA N     - 2,160,770.578 3,503,629.239   MT  0.99998602   +0 01 34.3
 JW1443;SPC VA N     - 7,089,128.14 11,494,823.59   sFT  0.99998602   +0 01 34.3
 JW1443;SPC WV N     -    68,799.929   690,111.471   MT  0.99998024   +0 39 52.3
 JW1443;UTM  17      - 4,332,617.029   719,771.170   MT  1.00019476   +1 36 15.5
 JW1443
 JW1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1443!SPC VA N     -   0.99988036  x   0.99998602  =   0.99986638
 JW1443!SPC WV N     -   0.99988036  x   0.99998024  =   0.99986060
 JW1443!UTM  17      -   0.99988036  x   1.00019476  =   1.00007510
 JW1443
 JW1443|---------------------------------------------------------------------|
 JW1443| PID    Reference Object                     Distance      Geod. Az  |
 JW1443|                                                           dddmmss.s |
 JW1443| CJ9717 EAGLE RM 3                           12.071 METERS 04948     |
 JW1443| CJ9715 EAGLE RM 1                                         2265907.7 |
 JW1443| CJ9716 EAGLE RM 2                            9.617 METERS 32903     |
 JW1443|---------------------------------------------------------------------|
 JW1443
 JW1443                          SUPERSEDED SURVEY CONTROL
 JW1443
 JW1443  NAD 83(1993)-  39 06 54.06162(N)    078 27 28.93540(W) AD(       ) 1
 JW1443  NAD 83(1986)-  39 06 54.06189(N)    078 27 28.93717(W) AD(       ) 1
 JW1443  NAD 27      -  39 06 53.67900(N)    078 27 29.92500(W) AD(       ) 1
 JW1443
 JW1443.Superseded values are not recommended for survey control.
 JW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1443.See file dsdata.txt to determine how the superseded data were derived.
 JW1443
 JW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1977132617(NAD 83)
 JW1443_MARKER: DS = TRIANGULATION STATION DISK
 JW1443_SETTING: 80 = SET IN A BOULDER
 JW1443_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JW1443
 JW1443  HISTORY     - Date     Condition        Report By
 JW1443  HISTORY     - 1933     MONUMENTED       CGS
 JW1443  HISTORY     - 1952     GOOD             CGS
 JW1443  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 JW1443
 JW1443                          STATION DESCRIPTION
 JW1443
 JW1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 JW1443'STATION IS ON THE SUMMIT OF A FLAT TOP RIDGE ABOUT 10 MILES
 JW1443'N OF STRASBURG, LOCALLY KNOWN AS EAGLE ROCK.
 JW1443'
 JW1443'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JW1443'IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 JW1443'
 JW1443'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 500 YARDS WSW
 JW1443'OF STATION ON THE TOP OF LARGE FLAT BOULDER, SLIGHTLY LOWER
 JW1443'THAN STATION.
 JW1443'
 JW1443'REFERENCE MARK NO. 2 IS N OF STATION ON THE TOP OF SMALL FLAT
 JW1443'BOULDER ABOUT 3 FEET LOWER THAN STATION.
 JW1443'
 JW1443'REFERENCE MARK NO. 3 IS ESE OF STATION, IN SMALL BOULDER
 JW1443'ABOUT 3 FEET LOWER THAN STATION.
 JW1443'
 JW1443'TO REACH FROM STRASBURG, AT JUNCTION OF HIGHWAY 11 AND STATE
 JW1443'HIGHWAY 55, TURN RIGHT (N) AT STANDARD SERVICE STATION AND
 JW1443'FOLLOW HIGHWAY 55 14.5 MILES, TURN RIGHT ON FARM ROAD AND
 JW1443'FOLLOW 1.1 MILES TO GAP.  TURN RIGHT AND FOLLOW ROUGH ROAD
 JW1443'0.5 MILE TO SIGN EAGLE ROCK, WHICH IS END OF TRUCK TRAVEL.
 JW1443'STATION IS ON TOP OF LARGE FLAT TOP BOULDER, WHICH PROJECTS
 JW1443'ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND, AT WESTERN
 JW1443'EXTREMITY OF FLAT TOP SUMMIT, AND 100 FEET S OF LARGE BOULDERS
 JW1443'ABOUT 10 FEET HIGHER THAN STATION.
 JW1443
 JW1443                          STATION RECOVERY (1952)
 JW1443
 JW1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 JW1443'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 JW1443'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT OBSERVED UPON
 JW1443'AT THIS OCCUPATION DUE TO THE MANY MAN HOURS OF CLEARING
 JW1443'NECESSARY TO MAKE IT VISIBLE.
 JW1443'
 JW1443'THE ORIGINAL DESCRIPTION IS CORRECT WITH THE FOLLOWING ADDED
 JW1443'INFORMATION--
 JW1443'
 JW1443'THE STANDARD STATION IN STRASBURG IS NOW OPERATED BY GULF
 JW1443'OIL CO.
 JW1443'
 JW1443'AT A POINT 14.5 MI. N OF THE JUNCTION IN STRASBURG AND ON
 JW1443'STATE HIGHWAY 55 THE DIRT ROAD MENTIONED IS NOW COUNTY ROAD 609.
 JW1443
 JW1443                          STATION RECOVERY (1998)
 JW1443
 JW1443'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9990 ***********************************************************************
 DG9990  DESIGNATION -  EAGLE
 DG9990  PID         -  DG9990
 DG9990  STATE/COUNTY-  VA/KING GEORGE
 DG9990  USGS QUAD   -  ROLLINS FORK (1968)
 DG9990
 DG9990                         *CURRENT SURVEY CONTROL
 DG9990  ___________________________________________________________________
 DG9990* NAD 83(1993)-  38 11 45.76233(N)    077 07 21.49769(W)     ADJUSTED  
 DG9990* NAVD 88     -        41.9    (meters)     137.     (feet)  GPS OBS   
 DG9990  ___________________________________________________________________
 DG9990  X           -   1,118,561.369 (meters)                     COMP
 DG9990  Y           -  -4,892,778.136 (meters)                     COMP
 DG9990  Z           -   3,922,574.018 (meters)                     COMP
 DG9990  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 DG9990  ELLIP HEIGHT-           8.66  (meters)          (04/27/05) GPS OBS
 DG9990  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DG9990
 DG9990  HORZ ORDER  -  FIRST
 DG9990  ELLP ORDER  -  FOURTH    CLASS I
 DG9990
 DG9990.The horizontal coordinates were established by GPS observations
 DG9990.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9990
 DG9990.The orthometric height was determined by GPS observations and a
 DG9990.high-resolution geoid model.
 DG9990
 DG9990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9990
 DG9990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9990
 DG9990.The ellipsoidal height was determined by GPS observations
 DG9990.and is referenced to NAD 83.
 DG9990
 DG9990.The geoid height was determined by GEOID03.
 DG9990
 DG9990;                    North         East     Units Scale Factor Converg.
 DG9990;SPC VA N     - 2,059,664.887 3,620,646.795   MT  0.99997527   +0 51 34.7
 DG9990;SPC VA N     - 6,757,417.22 11,878,738.69   sFT  0.99997527   +0 51 34.7
 DG9990;UTM  18      - 4,229,696.570   314,125.141   MT  1.00002552   -1 18 46.5
 DG9990
 DG9990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9990!SPC VA N     -   0.99999864  x   0.99997527  =   0.99997391
 DG9990!UTM  18      -   0.99999864  x   1.00002552  =   1.00002416
 DG9990
 DG9990                          SUPERSEDED SURVEY CONTROL
 DG9990
 DG9990.No superseded survey control is available for this station.
 DG9990
 DG9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1412529697(NAD 83)
 DG9990_MARKER: DD = SURVEY DISK
 DG9990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9990_STAMPING: EAGLE 2005
 DG9990_MARK LOGO: VA-099
 DG9990_PROJECTION: FLUSH
 DG9990_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9990+STABILITY: SURFACE MOTION
 DG9990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9990+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9990
 DG9990  HISTORY     - Date     Condition        Report By
 DG9990  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9990
 DG9990                          STATION DESCRIPTION
 DG9990
 DG9990'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9990'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9990'10.0 KM (6.2 MILES)  SOUTH OF KING GEORGE, AND 6.8 KM (4.2 MILES) EAST
 DG9990'OF PORT ROYAL.
 DG9990' 
 DG9990'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 (JAMES
 DG9990'MADISON PARKWAY)  AND SR 3 (KINGS HIGHWAY), GO SOUTH ON US HIGHWAY 301
 DG9990'FOR 6.1 KM (3.8 MILES) TO ITS  INTERSECTION WITH SR 625 (SALEM CHURCH
 DG9990'ROAD).  TURN LEFT AND GO EAST ON SR 625 FOR 5.1 KM  (3.2 MILES) TO ITS
 DG9990'INTERSECTION WITH SR 698 (NANZATICO LANE).  CONTINUE EAST ON SR 625
 DG9990'FOR 0.2  KM (0.15 MILE) TO THE STATION ON THE LEFT IN FRONT OF HOUSE
 DG9990'NUMBER 13085 THAT IS UNDER  CONSTRUCTION.
 DG9990' 
 DG9990'THE STATION IS 8.8 METERS (29.0 FEET) EAST FROM A MAILBOX, 3.5 METERS
 DG9990'(11.4 FEET) SOUTH FROM  A UTILITY POLE NUMBERED B672, 3.4 METERS (11.0
 DG9990'FEET) NORTH FROM THE EDGE OF PAVEMENT OF  SR 625, 1.2 METERS (4.1
 DG9990'FEET) EAST FROM AN ANCHOR, AND 0.3 METER (1.0 FOOT) NORTH FROM A
 DG9990'WITNESS POST.  THE STATION IS A STANDARD KING GEORGE COUNTY, VA
 DG9990'ALUMINUM SURVEY DISK  SET INTO A POURED IN PLACE CONCRETE MONUMENT 10
 DG9990'INCHES IN DIAMETER, FLUSH WITH THE  GROUND SURFACE AND STAMPED EAGLE
 DG9990'2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1760 ***********************************************************************
 GW1760  DESIGNATION -  EAGLE AZ MK
 GW1760  PID         -  GW1760
 GW1760  STATE/COUNTY-  VA/BOTETOURT
 GW1760  USGS QUAD   -  EAGLE ROCK (1985)
 GW1760
 GW1760                         *CURRENT SURVEY CONTROL
 GW1760  ___________________________________________________________________
 GW1760* NAD 83(1993)-  37 39 07.23854(N)    079 48 27.54418(W)     ADJUSTED  
 GW1760* NAVD 88     -       291.100  (meters)     955.05   (feet)  ADJUSTED  
 GW1760  ___________________________________________________________________
 GW1760  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 GW1760  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW1760  DYNAMIC HT  -         290.869 (meters)     954.29  (feet)  COMP
 GW1760  MODELED GRAV-     979,829.3   (mgal)                       NAVD 88
 GW1760
 GW1760  HORZ ORDER  -  SECOND
 GW1760  VERT ORDER  -  SECOND    CLASS 0
 GW1760
 GW1760.The horizontal coordinates were established by classical geodetic methods
 GW1760.and adjusted by the National Geodetic Survey in November 1994..
 GW1760
 GW1760.The orthometric height was determined by differential leveling
 GW1760.and adjusted by the National Geodetic Survey in June 1991..
 GW1760
 GW1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1760
 GW1760.The geoid height was determined by GEOID03.
 GW1760
 GW1760.The dynamic height is computed by dividing the NAVD 88
 GW1760.geopotential number by the normal gravity value computed on the
 GW1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1760.degrees latitude (g = 980.6199 gals.).
 GW1760
 GW1760.The modeled gravity was interpolated from observed gravity values.
 GW1760
 GW1760;                    North         East     Units Scale Factor Converg.
 GW1760;SPC VA S     - 1,147,141.028 3,384,613.748   MT  0.99995769   -0 47 37.1
 GW1760;SPC VA S     - 3,763,578.52 11,104,353.60   sFT  0.99995769   -0 47 37.1
 GW1760;UTM  17      - 4,167,874.623   605,179.727   MT  0.99973626   +0 43 42.3
 GW1760
 GW1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1760!SPC VA S     -   0.99995940  x   0.99995769  =   0.99991709
 GW1760!UTM  17      -   0.99995940  x   0.99973626  =   0.99969567
 GW1760
 GW1760                          SUPERSEDED SURVEY CONTROL
 GW1760
 GW1760  NAD 83(1986)-  37 39 07.23876(N)    079 48 27.55951(W) AD(       ) 2
 GW1760  NAD 27      -  37 39 06.77072(N)    079 48 28.39723(W) AD(       ) 2
 GW1760  NGVD 29 (??/??/92)  291.290  (m)          955.67   (f) ADJ UNCH    2 0
 GW1760
 GW1760.Superseded values are not recommended for survey control.
 GW1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1760.See file dsdata.txt to determine how the superseded data were derived.
 GW1760
 GW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0518067875(NAD 83)
 GW1760_MARKER: DZ = AZIMUTH MARK DISK
 GW1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1760_STAMPING: EAGLE 1964
 GW1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1760+STABILITY: SURFACE MOTION
 GW1760
 GW1760  HISTORY     - Date     Condition        Report By
 GW1760  HISTORY     - 1964     MONUMENTED       CGS
 GW1760  HISTORY     - 1964     GOOD             CGS
 GW1760  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW1760  HISTORY     - 1986     GOOD             LOCSUR
 GW1760  HISTORY     - 19961111 MARK NOT FOUND   USPSQD
 GW1760
 GW1760                          STATION DESCRIPTION
 GW1760
 GW1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1760'THE AZIMUTH MARK IS 39.5 FEET EAST OF THE CENTER LINE OF
 GW1760'U.S. HIGHWAY 220, 39 FEET SOUTH OF A 10X10 FOOT BOULDER PROJECTING
 GW1760'7 FOOT WITH A IRON POLE IN THE TOP, 24 FEET SOUTHWEST OF
 GW1760'POWER POLE NUMBER E B B 10 AND 17 FEET SOUTHEAST OF A DRIVEWAY.
 GW1760'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH
 GW1760'AND STAMPED EAGLE 1964.
 GW1760'
 GW1760'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 GW1760'220 AND STATE HIGHWAY 43 ABOUT 0.25 MILE WEST OF EAGLE ROCK,
 GW1760'GO NORTHERLY ON U.S. HIGHWAY 220 FOR 0.7 MILE TO THE MARK
 GW1760'ON THE RIGHT.
 GW1760
 GW1760                          STATION RECOVERY (1964)
 GW1760
 GW1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1760'0.7 MI N FROM EAGLE MOUNTAIN.
 GW1760'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 GW1760'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 43 AT THE NORTH END OF
 GW1760'BRIDGE OVER THE JAMES RIVER AND IN THE NORTH EDGE OF EAGLE
 GW1760'MOUNTAIN TO THE MARK SET IN THE TOP OF A CONCRETE POST, FLUSH,
 GW1760'39.5 FEET EAST OF CENTERLINE OF HIGHWAY, 39 FEET SOUTH OF A
 GW1760'10 X 10 FOOT BOULDER PROJECTING 7 FEET WITH AN IRON POLE IN THE
 GW1760'TOP, 24 FEET SOUTHWEST OF A POWERLINE POLE, 17 FEET SOUTHEAST
 GW1760'OF A DRIVEWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW1760
 GW1760                          STATION RECOVERY (1984)
 GW1760
 GW1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1760'NOT RECOVERED, A SEARCH WAS MADE WITH A METAL DETECTOR, NO SIGN OF THE
 GW1760'MARK FOUND.
 GW1760
 GW1760                          STATION RECOVERY (1986)
 GW1760
 GW1760'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (CRM)
 GW1760'RECOVERED IN GOOD CONDITION.
 GW1760
 GW1760                          STATION RECOVERY (1996)
 GW1760
 GW1760'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3768 ***********************************************************************
 GV3768  DESIGNATION -  EAGLE POINT VFC 1931
 GV3768  PID         -  GV3768
 GV3768  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3768  USGS QUAD   -  REEDVILLE (1992)
 GV3768
 GV3768                         *CURRENT SURVEY CONTROL
 GV3768  ___________________________________________________________________
 GV3768* NAD 83(1993)-  37 51 06.69539(N)    076 22 13.26271(W)     ADJUSTED  
 GV3768* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3768  ___________________________________________________________________
 GV3768  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 GV3768  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 GV3768
 GV3768  HORZ ORDER  -  THIRD
 GV3768
 GV3768.The horizontal coordinates were established by classical geodetic methods
 GV3768.and adjusted by the National Geodetic Survey in November 1994..
 GV3768
 GV3768.The orthometric height was scaled from a topographic map.
 GV3768
 GV3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3768
 GV3768.The geoid height was determined by GEOID03.
 GV3768
 GV3768;                    North         East     Units Scale Factor Converg.
 GV3768;SPC VA S     - 1,170,636.742 3,687,408.539   MT  0.99998106   +1 17 33.1
 GV3768;SPC VA S     - 3,840,664.04 12,097,772.85   sFT  0.99998106   +1 17 33.1
 GV3768;UTM  18      - 4,190,263.520   379,442.377   MT  0.99977901   -0 50 27.5
 GV3768
 GV3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3768!SPC VA S     -   1.00000528  x   0.99998106  =   0.99998634
 GV3768!UTM  18      -   1.00000528  x   0.99977901  =   0.99978429
 GV3768
 GV3768:                Primary Azimuth Mark                     Grid Az
 GV3768:SPC VA S     -  GLEBE VFC 1931                           095 16 17.0
 GV3768:UTM  18      -  GLEBE VFC 1931                           097 24 17.6
 GV3768
 GV3768|---------------------------------------------------------------------|
 GV3768| PID    Reference Object                     Distance      Geod. Az  |
 GV3768|                                                           dddmmss.s |
 GV3768| GV3771 GLEBE VFC 1931                      403.908 METERS 0963350.1 |
 GV3768| GV3753 BALL VFC 1931                       APPROX. 0.5 KM 2073309.3 |
 GV3768|---------------------------------------------------------------------|
 GV3768
 GV3768                          SUPERSEDED SURVEY CONTROL
 GV3768
 GV3768  NAD 83(1993)-  37 51 06.70262(N)    076 22 13.27562(W) AD(       ) 3
 GV3768  NAD 83(1986)-  37 51 06.70081(N)    076 22 13.28482(W) AD(       ) 3
 GV3768  NAD 27      -  37 51 06.24400(N)    076 22 14.47600(W) AD(       ) 3
 GV3768
 GV3768.Superseded values are not recommended for survey control.
 GV3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3768.See file dsdata.txt to determine how the superseded data were derived.
 GV3768
 GV3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7944290264(NAD 83)
 GV3768_MARKER: I = METAL ROD
 GV3768_SETTING: 0 = UNSPECIFIED SETTING
 GV3768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3768
 GV3768  HISTORY     - Date     Condition        Report By
 GV3768  HISTORY     - 1931     MONUMENTED       VACF
 GV3768  HISTORY     - 1943     GOOD             CGS
 GV3768  HISTORY     - 1955     GOOD             CGS
 GV3768  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 GV3768  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3768
 GV3768                          STATION DESCRIPTION
 GV3768
 GV3768'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3768'ON EAGLE POINT, A SHARP POINT ON THE WEST SIDE OF THE GREAT
 GV3768'WICOMICO RIVER, EASILY LOCATED AND MARKED BY A 4-FOOT SECTION
 GV3768'OF 1-INCH GALVANIZED IRON PIPE SURROUNDED BELOW THE SURFACE
 GV3768'BY A BLOCK OF CONCRETE.
 GV3768
 GV3768                          STATION RECOVERY (1943)
 GV3768
 GV3768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3768'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3768'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT
 GV3768'THAT EAGLE POINT IS THE FIRST PROMINENT POINT ABOVE THE GLEBE
 GV3768'POINT BRIDGE, ON THE W SIDE OF THE GREAT WICOMICO RIVER,
 GV3768'ABOVE BALL CREEK.
 GV3768
 GV3768                          STATION RECOVERY (1955)
 GV3768
 GV3768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3768'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION
 GV3768'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GV3768'
 GV3768'STATION IS 5.0 M. INSHORE FROM THE MEAN HIGH-WATERLINE ON
 GV3768'THE E SIDE OF THE POINT.  STATION PROJECTS 3 IN.
 GV3768
 GV3768                          STATION RECOVERY (1995)
 GV3768
 GV3768'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3768'MARK NOT FOUND.
 GV3768
 GV3768                          STATION RECOVERY (2002)
 GV3768
 GV3768'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2271 ***********************************************************************
 GW2271  DESIGNATION -  EAGLE ROCK LOOKOUT TOWER
 GW2271  PID         -  GW2271
 GW2271  STATE/COUNTY-  VA/BOTETOURT
 GW2271  USGS QUAD   -  EAGLE ROCK (1985)
 GW2271
 GW2271                         *CURRENT SURVEY CONTROL
 GW2271  ___________________________________________________________________
 GW2271* NAD 83(1993)-  37 37 55.98277(N)    079 49 49.82365(W)     ADJUSTED  
 GW2271* NAVD 88     -                                                        
 GW2271  ___________________________________________________________________
 GW2271  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 GW2271  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 GW2271
 GW2271  HORZ ORDER  -  THIRD
 GW2271
 GW2271.The horizontal coordinates were established by classical geodetic methods
 GW2271.and adjusted by the National Geodetic Survey in November 1994..
 GW2271
 GW2271
 GW2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2271
 GW2271.The geoid height was determined by GEOID03.
 GW2271
 GW2271;                    North         East     Units Scale Factor Converg.
 GW2271;SPC VA S     - 1,144,972.671 3,382,566.175   MT  0.99995604   -0 48 27.1
 GW2271;SPC VA S     - 3,756,464.50 11,097,635.86   sFT  0.99995604   -0 48 27.1
 GW2271;UTM  17      - 4,165,653.147   603,190.908   MT  0.99973116   +0 42 50.9
 GW2271
 GW2271                          SUPERSEDED SURVEY CONTROL
 GW2271
 GW2271  NAD 83(1986)-  37 37 55.98141(N)    079 49 49.83896(W) AD(       ) 4
 GW2271  NAD 27      -  37 37 55.51598(N)    079 49 50.67592(W) AD(       ) 3
 GW2271
 GW2271.Superseded values are not recommended for survey control.
 GW2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2271.See file dsdata.txt to determine how the superseded data were derived.
 GW2271
 GW2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0319165653(NAD 83)
 GW2271_MARKER: 57 = LOOKOUT TOWER
 GW2271
 GW2271  HISTORY     - Date     Condition        Report By
 GW2271  HISTORY     - 1964     FIRST OBSERVED   CGS
 GW2271
 GW2271                          STATION DESCRIPTION
 GW2271
 GW2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2271'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF EAGLE
 GW2271'ROCK AND ABOUT 1 MILE WEST OF U.S. HIGHWAY 220.
 GW2271'
 GW2271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 GW2271'AND STATE HIGHWAY 43 ABOUT 0.25 MILE WEST OF EAGLE ROCK,
 GW2271'GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 2.0 MILES TO A SIDE
 GW2271'ROAD RIGHT, TURN RIGHT, WEST ON COUNTY ROUTE 681 AND GO 0.6
 GW2271'MILE TO A SIDE ROAD RIGHT AT MR. F.R. THOMASS MAIL BOX, TURN
 GW2271'RIGHT ON GRAVEL ROAD AND GO 0.25 MILES TO A FORK, TURN RIGHT
 GW2271'AND GO 0.05 MILE TO A GATE, PASS THROUGH AND FOLLOW GRAVEL
 GW2271'ROAD UP HILL FOR 0.8 MILE TO A FORK, TAKE LEFT FORK UP HILL
 GW2271'FOR 0.85 MILE TO THE STATION.
 GW2271'
 GW2271'THE POINT OF INTERSECTION WAS THE APEX OF THE ROOF OF THE
 GW2271'GLASS ENCLOSED CABIN THAT IS MOUNTED ON FOUR STEEL LEGS
 GW2271'AND ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5521 ***********************************************************************
 GV5521  DESIGNATION -  EARL
 GV5521  PID         -  GV5521
 GV5521  STATE/COUNTY-  VA/C OF RICHMOND
 GV5521  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5521
 GV5521                         *CURRENT SURVEY CONTROL
 GV5521  ___________________________________________________________________
 GV5521* NAD 83(1993)-  37 29 30.50387(N)    077 26 57.44254(W)     ADJUSTED  
 GV5521* NAVD 88     -        44.49   (+/-2cm)     146.0    (feet)  VERTCON   
 GV5521  ___________________________________________________________________
 GV5521  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GV5521  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV5521
 GV5521  HORZ ORDER  -  FIRST
 GV5521  VERT ORDER  -  THIRD ? (See Below)
 GV5521
 GV5521.The horizontal coordinates were established by classical geodetic methods
 GV5521.and adjusted by the National Geodetic Survey in September 1995..
 GV5521
 GV5521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5521.The vertical order pertains to the NGVD 29 superseded value.
 GV5521
 GV5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5521
 GV5521.The geoid height was determined by GEOID03.
 GV5521
 GV5521;                    North         East     Units Scale Factor Converg.
 GV5521;SPC VA S     - 1,129,078.991 3,592,912.911   MT  0.99994775   +0 38 15.7
 GV5521;SPC VA S     - 3,704,319.99 11,787,748.44   sFT  0.99994775   +0 38 15.7
 GV5521;UTM  18      - 4,152,250.277   283,466.209   MT  1.00017757   -1 29 28.8
 GV5521
 GV5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5521!SPC VA S     -   0.99999821  x   0.99994775  =   0.99994596
 GV5521!UTM  18      -   0.99999821  x   1.00017757  =   1.00017578
 GV5521
 GV5521|---------------------------------------------------------------------|
 GV5521| PID    Reference Object                     Distance      Geod. Az  |
 GV5521|                                                           dddmmss.s |
 GV5521| GV5547 36                                  241.752 METERS 01051     |
 GV5521| GV5258 RICHMOND CITY HALL RADIO MAST       APPROX. 5.6 KM 0144815.1 |
 GV5521| DC5312 EARL RM 2                            27.856 METERS 25347     |
 GV5521| DC5311 EARL RM 1                            17.844 METERS 35541     |
 GV5521|---------------------------------------------------------------------|
 GV5521
 GV5521                          SUPERSEDED SURVEY CONTROL
 GV5521
 GV5521  NAD 83(1993)-  37 29 30.50382(N)    077 26 57.44244(W) AD(       ) 1
 GV5521  NAD 83(1986)-  37 29 30.51005(N)    077 26 57.45933(W) AD(       ) 1
 GV5521  NAD 27      -  37 29 29.98026(N)    077 26 58.51680(W) AD(       ) 1
 GV5521  NGVD 29 (07/19/86)   44.80   (m)          147.0    (f) LEVELING    3  
 GV5521
 GV5521.Superseded values are not recommended for survey control.
 GV5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5521.See file dsdata.txt to determine how the superseded data were derived.
 GV5521
 GV5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8346652250(NAD 83)
 GV5521_MARKER: DD = SURVEY DISK
 GV5521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5521
 GV5521  HISTORY     - Date     Condition        Report By
 GV5521  HISTORY     - 1972     MONUMENTED       VA2060
 GV5521  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 GV5521  HISTORY     - 19991108 MARK NOT FOUND   USPSQD
 GV5521  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 GV5521
 GV5521                          STATION DESCRIPTION
 GV5521
 GV5521'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1972 (GMS)
 GV5521'THE STATION IS LOCATED ON PROPERTY OF THE UNION CAMP CORP.
 GV5521'IN A GRASS COVERED AREA ABOUT MIDWAY BETWEEN THE MAIN BUILDING
 GV5521'AND THE SEABOARD COAST LINE RAILROAD.
 GV5521'
 GV5521'TO REACH THE STATION FROM THE SOUTH END OF THE ROBERT E. LEE
 GV5521'BRIDGE OVER THE JAMES RIVER, GO SOUTH ON JEFFERSON DAVIS
 GV5521'HIGHWAY (U.S. ROUTES 1 AND 301) FOR A DISTANCE OF 2.25 MILES
 GV5521'TO COFER ROAD, TURN RIGHT AND GO WEST ON COFER ROAD FOR 0.20
 GV5521'MILE TO THE ENTRANCE TO THE UNION CAMP CORP. ON THE LEFT
 GV5521'(GATE A), TURN LEFT AND GO SOUTH INTO THE PLANT FOR 0.10 MILE
 GV5521'TO THE STATION ON THE LEFT AS DESCRIBED.
 GV5521'
 GV5521'THE STATION MARK IS A STANDARD CITY OF RICHMOND DISK SET IN
 GV5521'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT STAMPED EARL
 GV5521'1972 AND SET FLUSH WITH THE GROUND.  IT IS 45.2 FEET EAST OF
 GV5521'THE CENTER OF THE DRIVEWAY AND 33.5 FEET EAST OF THE EDGE
 GV5521'OF THE DRIVEWAY.
 GV5521'
 GV5521'REFERENCE MARK 1 IS A STANDARD CITY OF RICHMOND DISK SET IN
 GV5521'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT STAMPED EARL
 GV5521'REF MK 1 1972 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 GV5521'64.0 FEET EAST OF A 3 INCH DIAMETER PINE TREE, 22.8 FEET EAST
 GV5521'OF THE CENTER OF THE DRIVEWAY AND 10.2 FEET EAST OF THE
 GV5521'EDGE OF THE PAVEMENT.
 GV5521'
 GV5521'REFERENCE MARK 2 IS A STANDARD CITY OF RICHMOND DISK SET IN
 GV5521'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT STAMPED EARL
 GV5521'REF MK 2 1972 AND SET FLUSH WITH THE GROUND.  IT IS 24.8 FEET
 GV5521'SOUTH OF THE CENTER OF THE DRIVEWAY AND 13.3 FEET SOUTH OF THE
 GV5521'SOUTH EDGE OF THE DRIVEWAY.
 GV5521'
 GV5521'STATION MARION 1923 WILL SERVE AS AN AZIMUTH MARK.
 GV5521
 GV5521                          STATION RECOVERY (1995)
 GV5521
 GV5521'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5521'MARK NOT FOUND.
 GV5521
 GV5521                          STATION RECOVERY (1999)
 GV5521
 GV5521'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5521'MARK NOT FOUND.
 GV5521
 GV5521                          STATION RECOVERY (2004)
 GV5521
 GV5521'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7010 ***********************************************************************
 HV7010  DESIGNATION -  EARL
 HV7010  PID         -  HV7010
 HV7010  STATE/COUNTY-  VA/WESTMORELAND
 HV7010  USGS QUAD   -  COLONIAL BEACH SOUTH (1982)
 HV7010
 HV7010                         *CURRENT SURVEY CONTROL
 HV7010  ___________________________________________________________________
 HV7010* NAD 83(1993)-  38 11 43.34572(N)    076 54 29.76117(W)     ADJUSTED  
 HV7010* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV7010  ___________________________________________________________________
 HV7010  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HV7010  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HV7010
 HV7010  HORZ ORDER  -  FIRST
 HV7010
 HV7010.The horizontal coordinates were established by classical geodetic methods
 HV7010.and adjusted by the National Geodetic Survey in November 1994..
 HV7010
 HV7010.The orthometric height was scaled from a topographic map.
 HV7010
 HV7010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV7010
 HV7010.The geoid height was determined by GEOID03.
 HV7010
 HV7010;                    North         East     Units Scale Factor Converg.
 HV7010;SPC VA N     - 2,059,894.035 3,639,423.683   MT  0.99997536   +0 59 36.3
 HV7010;SPC VA N     - 6,758,169.01 11,940,342.53   sFT  0.99997536   +0 59 36.3
 HV7010;SPC MD       -    58,693.151   408,035.871   MT  1.00001985   +0 03 27.3
 HV7010;SPC MD       -   192,562.45  1,338,697.69   sFT  1.00001985   +0 03 27.3
 HV7010;UTM  18      - 4,229,213.552   332,897.377   MT  0.99994390   -1 10 48.9
 HV7010
 HV7010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV7010!SPC VA N     -   1.00000515  x   0.99997536  =   0.99998051
 HV7010!SPC MD       -   1.00000515  x   1.00001985  =   1.00002500
 HV7010!UTM  18      -   1.00000515  x   0.99994390  =   0.99994905
 HV7010
 HV7010:                Primary Azimuth Mark                     Grid Az
 HV7010:SPC VA N     -  NOMINI 2                                 105 00 26.5
 HV7010:SPC MD       -  NOMINI 2                                 105 56 35.5
 HV7010:UTM  18      -  NOMINI 2                                 107 10 51.7
 HV7010
 HV7010|---------------------------------------------------------------------|
 HV7010| PID    Reference Object                     Distance      Geod. Az  |
 HV7010|                                                           dddmmss.s |
 HV7010| HV6978 NOMINI 2                            APPROX.10.8 KM 1060002.8 |
 HV7010| CX2730 EARL RM 1                            13.720 METERS 21821     |
 HV7010| HV7019 WAKEFIELD WASHINGTON MONUMENT       APPROX. 1.6 KM 2191330.5 |
 HV7010| CX2731 EARL RM 2                            32.644 METERS 29654     |
 HV7010|---------------------------------------------------------------------|
 HV7010
 HV7010                          SUPERSEDED SURVEY CONTROL
 HV7010
 HV7010  NAD 83(1993)-  38 11 43.34525(N)    076 54 29.76881(W) AD(       ) 1
 HV7010  NAD 83(1986)-  38 11 43.34610(N)    076 54 29.77757(W) AD(       ) 1
 HV7010  NAD 27      -  38 11 42.87686(N)    076 54 30.87861(W) AD(       ) 1
 HV7010
 HV7010.Superseded values are not recommended for survey control.
 HV7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7010.See file dsdata.txt to determine how the superseded data were derived.
 HV7010
 HV7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH3289729214(NAD 83)
 HV7010_MARKER: DS = TRIANGULATION STATION DISK
 HV7010_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV7010_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV7010
 HV7010  HISTORY     - Date     Condition        Report By
 HV7010  HISTORY     - 1929     MONUMENTED       CGS
 HV7010  HISTORY     - 1934     GOOD             CGS
 HV7010  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HV7010  HISTORY     - 1954     MARK NOT FOUND   CGS
 HV7010  HISTORY     - 1960     MARK NOT FOUND   CGS
 HV7010  HISTORY     - 1963     MARK NOT FOUND   CGS
 HV7010  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 HV7010  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV7010
 HV7010                          STATION DESCRIPTION
 HV7010
 HV7010'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV7010'STATION IS ON THE S SHORE OF THE POTOMAC RIVER, 500 YARDS NW OF
 HV7010'THE ENTRANCE OF POPES CREEK, ON A SHELL MOUND ABOUT 20 FEET HIGH,
 HV7010'THAT IS ABOUT 150 YARDS SE OF A PROMINENT BLUFF THAT EXTENDS ABOUT
 HV7010'1 MILE ALONG THE SHORE.  THE STATION IS 13 YARDS INSHORE FROM THE
 HV7010'FACE OF THE SHELL MOUND.  THERE ARE A NUMBER OF SMALL CEDAR TREES
 HV7010'GROWING IN THE VICINITY OF THE STATION. THE STATION IS IDENTICAL
 HV7010'WITH THE ORDNANCE SURVEY STATION MUESE.
 HV7010'
 HV7010'THE STATION IS MARKED, AS DESCRIBED IN NOTE 6A, BY A STANDARD
 HV7010'BRONZE DISK SET IN THE TOP OF A TILE THAT IS PLACED WITH THE BELL
 HV7010'UP.  THE TOP OF THE BELL IS ABOUT 3 INCHES ABOVE THE MARK, AND
 HV7010'EXTENDS THAT DISTANCE ABOVE THE SURFACE OF THE GROUND.
 HV7010'
 HV7010'ONE REFERENCE MARK, AS DESCRIBED IN NOTE 11C, IS A STANDARD BRONZE
 HV7010'DISK SET IN CONCRETE, AS FOLLOWS--10 INCHES SQUARE ON TOP, THENCE
 HV7010'THE SHAPE OF A PYRAMID TO A DEPTH OF 4 INCHES, THENCE ROUGHLY
 HV7010'CYLINDRICAL, 15 INCHES IN DIAMETER, TO A DEPTH OF 30 INCHES.  IT
 HV7010'IS DIRECTLY INSHORE FROM THE STATION, AND IS STAMPED EARL, 1929.
 HV7010'
 HV7010'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.0 METERS.
 HV7010
 HV7010                          STATION RECOVERY (1934)
 HV7010
 HV7010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV7010'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION. STATION
 HV7010'IS ON THE S SHORE OF THE POTOMAC RIVER, 500 YARDS NW OF THE MOUTH
 HV7010'OF POPES CREEK INTO THE POTOMAC.  ON A SHELL MOUND ABOUT 15 FEET
 HV7010'ABOVE NORMAL HIGH WATER, 100 YARDS SE OF A PROMINENT BLUFF THAT
 HV7010'EXTENDS NW ABOUT 1 MILE.  THE STATION IS 5 YARDS INSHORE INSTEAD
 HV7010'OF 13 YARDS AS MENTIONED IN THE ORIGINAL DESCRIPTION.  THE SHORE
 HV7010'IS APPARENTLY WASHING AWAY RAPIDLY.
 HV7010'
 HV7010'THE MARK IS SET IN THE TOP OF A 6-INCH TILE PIPE, BELL UP. TOP OF
 HV7010'BELL IS ABOUT 3 INCHES ABOVE MARK AND CONCRETE, AND EXTENDS THAT
 HV7010'DISTANCE ABOVE GROUND.  THE STATION IS 5 PACES S OF RIVER BLUFF, 5
 HV7010'METERS NW OF OLD BLAZED 6-INCH CEDAR TREE, AND ON N EDGE OF CEDAR
 HV7010'GROVE.  IT IS A BRONZE DISK OF THE ORDNANCE DEPARTMENT AND HAS THE
 HV7010'NAME EARL 1929 STAMPED ON IT. THERE IS ALSO AN ARROW THROUGH THE
 HV7010'TRIANGLE POINTING NW.
 HV7010'
 HV7010'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 HV7010'DESCRIBED IN NOTE 11A, AND AN OLD MARK STAMPED EARL 1929 NO. 1,
 HV7010'IS IN GOOD CONDITION.  IT PROJECTS 4 INCHES S OF STATION, 6 PACES
 HV7010'SE OF 8-INCH TWIN CEDAR, 11 PACES W OF 6-INCH CEDAR, AND 13 PACES
 HV7010'N OF 12-INCH WILD CHERRY TREE ON INSHORE BLUFF ALONG SWAMP.
 HV7010'REFERENCE MARK NO. 2 IS A NEW MARK, MARKED AS DESCRIBED IN NOTE
 HV7010'11A, BY A STANDARD BRONZE DISK SET IN CONCRETE AND STAMPED EARL
 HV7010'1929-1934, R.M. NO. 2.  IT PROJECTS 6 INCHES W OF STATION, 9 PACES
 HV7010'S OF RIVER BLUFF, 20 PACES S OF NORMAL HIGH WATER, AND 11 PACES E
 HV7010'OF BLUFF OF DRY WASH THAT DIVIDES SHELL MOUND FROM MILE LONG
 HV7010'BLUFF.  AZIMUTH MARK IS BALL ON TOP OF STEEL WATER TANK AT
 HV7010'COLONIAL BEACH NW OF STATION.
 HV7010'
 HV7010'TO REACH STATION GO TO WAKEFIELD AT THE INTERSECTION OF HIGHWAY 3
 HV7010'WITH HIGHWAY 204, GO N ALONG HIGHWAY 204 TO THE GEORGE WASHINGTON
 HV7010'MEMORIAL MONUMENT, 1.75 MILES.  TURN LEFT AT MONUMENT AND GO NW
 HV7010'0.55 MILE TO A FARM LANE ON RIGHT.  TURN RIGHT AND GO 0.5 MILE TO
 HV7010'GATE, PASS THROUGH GATE AND CONTINUE 0.10 MILE TO GATE ON RIGHT.
 HV7010'ENTER THIS GATE, DRIVE NE OR DIAGONALLY ACROSS PASTURE 0.3 MILE TO
 HV7010'THE HOME OF MR. ROBERT MEUSE.  PASS THROUGH TWO GATES IN THE
 HV7010'FARMYARD, AND FOLLOW LANE NE 0.3 MILE, TO NE CORNER OF PASTURE AND
 HV7010'END OF HIGH BLUFF.
 HV7010'
 HV7010'A 103-FOOT TOWER WAS USED.
 HV7010
 HV7010                          STATION RECOVERY (1942)
 HV7010
 HV7010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV7010'REFERENCE DISTANCES AND SEXTANT FIXES INDICATE THAT THIS STATION
 HV7010'HAS BEEN DESTROYED BY EROSION.  THE PRESENT DAY BLUFF IS ABOUT 2.5
 HV7010'METERS INSHORE FROM THE OLD POSITION OF THE STATION.  IT IS
 HV7010'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 HV7010'
 HV7010'REFERENCE MARK NO. 1 IS LOCATED 13.720 METERS SW OF THE STATION, 6
 HV7010'PACES SE OF AN 8-INCH TWIN CEDAR, AND 11 PACES W OF A 6-INCH
 HV7010'CEDAR.  THE MARK IS A BRONZE REFERENCE-MARK DISK, STAMPED EARL NO.
 HV7010'1 1929, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 HV7010'WHICH EXTENDS 1 INCH ABOVE THE GROUND. THE MARK IS IN GOOD CONDITION.
 HV7010'
 HV7010'REFERENCE MARK NO. 2 IS LOCATED 32.644 METERS NW OF THE STATION,
 HV7010'ABOUT 40 PACES NE OF REFERENCE MARK NO. 1.  IT WILL BE WASHED OUT
 HV7010'WITHIN A FEW MONTHS.
 HV7010'
 HV7010'THE MARK IS A BRONZE REFERENCE-MARK DISK, STAMPED EARL 1929-1934,
 HV7010'SET IN A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 3 INCHES
 HV7010'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HV7010
 HV7010                          STATION RECOVERY (1954)
 HV7010
 HV7010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV7010'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  ACCORDING TO LOCAL
 HV7010'INFORMATION THE MARK HAD BEEN DESTROYED BY EROSION SEVERAL YEARS
 HV7010'PREVIOUS.
 HV7010
 HV7010                          STATION RECOVERY (1960)
 HV7010
 HV7010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFB)
 HV7010'STATION WAS REPORTED LOST IN 1942.  A THOROUGH SEARCH WAS MADE FOR
 HV7010'REFERENCE MARK NO. 1 WITHOUT RESULTS.  IT IS POSSIBLE THAT IT IS
 HV7010'STILL IN PLACE, BUT THE DISTANCES FROM THE REFERENCE TREES ARE
 HV7010'INADEQUATE FOR ITS RECOVERY.
 HV7010
 HV7010                          STATION RECOVERY (1963)
 HV7010
 HV7010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 HV7010'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS BUT NO
 HV7010'TRACE OF MARKS WAS FOUND AS THE SHORE LINE HAS BEEN CONSTANTLY
 HV7010'MOVING BACK.
 HV7010
 HV7010                          STATION RECOVERY (1998)
 HV7010
 HV7010'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7010'MARK NOT FOUND.
 HV7010
 HV7010                          STATION RECOVERY (2003)
 HV7010
 HV7010'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV7010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3378 ***********************************************************************
 GX3378  DESIGNATION -  EAST
 GX3378  PID         -  GX3378
 GX3378  STATE/COUNTY-  VA/BLAND
 GX3378  USGS QUAD   -  PRINCETON (1976)
 GX3378
 GX3378                         *CURRENT SURVEY CONTROL
 GX3378  ___________________________________________________________________
 GX3378* NAD 83(1993)-  37 16 31.06280(N)    081 07 27.31050(W)     ADJUSTED  
 GX3378* NAVD 88     -      1090.65   (+/-2cm)    3578.2    (feet)  VERTCON   
 GX3378  ___________________________________________________________________
 GX3378  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GX3378  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 GX3378
 GX3378  HORZ ORDER  -  THIRD
 GX3378  VERT ORDER  -  THIRD ? (See Below)
 GX3378
 GX3378.The horizontal coordinates were established by classical geodetic methods
 GX3378.and adjusted by the National Geodetic Survey in September 1995..
 GX3378
 GX3378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3378.The vertical order pertains to the NGVD 29 superseded value.
 GX3378
 GX3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3378
 GX3378.The geoid height was determined by GEOID03.
 GX3378
 GX3378;                    North         East     Units Scale Factor Converg.
 GX3378;SPC VA S     - 1,107,768.302 3,267,298.074   MT  0.99994669   -1 35 33.8
 GX3378;SPC VA S     - 3,634,403.17 10,719,460.43   sFT  0.99994669   -1 35 33.8
 GX3378;SPC WV S     -    30,562.525   588,979.488   MT  1.00005053   -0 04 36.5
 GX3378;UTM  17      - 4,125,419.709   488,984.447   MT  0.99960149   -0 04 30.9
 GX3378
 GX3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3378!SPC VA S     -   0.99983372  x   0.99994669  =   0.99978042
 GX3378!SPC WV S     -   0.99983372  x   1.00005053  =   0.99988424
 GX3378!UTM  17      -   0.99983372  x   0.99960149  =   0.99943528
 GX3378
 GX3378|---------------------------------------------------------------------|
 GX3378| PID    Reference Object                     Distance      Geod. Az  |
 GX3378|                                                           dddmmss.s |
 GX3378| DC3301 EAST RM 1                            11.231 METERS 01808     |
 GX3378| GX1484 EAST AZ MK                                         1563537.2 |
 GX3378| GX3379 BLUEFIELD RADIO STA WKOY MAST       APPROX. 5.8 KM 2605454.4 |
 GX3378| DC3302 EAST RM 2                            16.126 METERS 27317     |
 GX3378|---------------------------------------------------------------------|
 GX3378
 GX3378                          SUPERSEDED SURVEY CONTROL
 GX3378
 GX3378  NAD 83(1993)-  37 16 31.06936(N)    081 07 27.30493(W) AD(       ) 3
 GX3378  NAD 83(1986)-  37 16 31.07038(N)    081 07 27.30552(W) AD(       ) 3
 GX3378  NAD 27      -  37 16 30.64787(N)    081 07 27.96799(W) AD(       ) 3
 GX3378  NGVD 29 (07/19/86) 1090.75   (m)         3578.6    (f) LEVELING    3  
 GX3378
 GX3378.Superseded values are not recommended for survey control.
 GX3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3378.See file dsdata.txt to determine how the superseded data were derived.
 GX3378
 GX3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB8898425420(NAD 83)
 GX3378_MARKER: DS = TRIANGULATION STATION DISK
 GX3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX3378
 GX3378  HISTORY     - Date     Condition        Report By
 GX3378  HISTORY     - 1963     MONUMENTED       CGS
 GX3378
 GX3378                          STATION DESCRIPTION
 GX3378
 GX3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3378'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BLUEFIELD, 5
 GX3378'MILES NORTH OF ROCKY GAP AND ABOUT 2.5 MILES EAST OF WHERE
 GX3378'U.S. HIGHWAY 21 AND 52 CRESTS EAST RIVER MOUNTAIN.
 GX3378'
 GX3378'TO REACH THE STATION FROM THE POST OFFICE IN ROCKY GAP, GO
 GX3378'NORTHERLY ON U.S. HIGHWAY 21 AND 52 FOR 2.0 MILES TO THE
 GX3378'AZIMUTH MARK ON THE RIGHT AT THE INDIAN VILLAGE MOTEL AND
 GX3378'RESTAURANT, CONTINUE ON U.S. HIGHWAY 21 AND 52 FOR 2.0 MILES
 GX3378'TO A WHITE BLOCK HOUSE ON THE LEFT AND A TRACK ROAD ON THE
 GX3378'RIGHT, TURN SHARP RIGHT AND FOLLOW TRACK ROAD FOR 0.2 MILE TO A
 GX3378'WIRE GATE, CONTINUE UP TRACK ROAD FOR 1.2 MILES TO A DIM
 GX3378'TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW DIM TRACK
 GX3378'ROAD EAST FOR 0.1 MILE TO THE STATION.  (4-WHEEL DRIVE)
 GX3378'
 GX3378'THE STATION MARK IS 12 FEET SOUTH OF A HIGH OUTCROPPING WHICH
 GX3378'IS THE HIGHEST PART OF RIDGE AT THIS POINT AND 11.8 FEET
 GX3378'SOUTHWEST OF A METAL WITNESS SIGN.  IT IS A STANDARD DISK SET
 GX3378'IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND IS
 GX3378'STAMPED EAST 1963.
 GX3378'
 GX3378'REFERENCE MARK NO. 1 IS 28.3 FEET NORTH OF A METAL WITNESS
 GX3378'SIGN, 3 FEET SOUTH OF THE NORTH EDGE OF CLIFF AND 10 FEET
 GX3378'HIGHER THAN THE STATION MARK.  IT IS A STANDARD DISK CEMENTED
 GX3378'IN A DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED
 GX3378'EAST NO 1 1963.
 GX3378'
 GX3378'REFERENCE MARK NO. 2 IS 17 FEET SOUTHWEST OF A HIGH OUTCROPPING,
 GX3378'6 FEET SOUTH OF THE NORTH EDGE OF CLIFF AND ABOUT 1 FOOT LOWER
 GX3378'THAN THE STATION MARK.  IT IS STANDARD DISK CEMENTED IN A
 GX3378'DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND IS STAMPED
 GX3378'EAST NO 2 1963.
 GX3378'
 GX3378'THE AZIMUTH MARK IS 53.3 FEET NORTHWEST OF THE NORTHWEST
 GX3378'CORNER OF THE MOST WESTERLY COTTAGE, 20 FEET EAST OF THE
 GX3378'APPROXIMATE CENTER OF U.S. HIGHWAY 21 AND 52 AND 10.3 FEET
 GX3378'NORTHWEST OF A KEYSTONE GASOLINE SIGN POLE.  IT IS A STANDARD
 GX3378'DISK CEMENTED IN A DRILLED HOLE IN A DIAMOND SHAPED CONCRETE
 GX3378'BLOCK PROJECTING 1 FOOT ABOVE THE DRIVEWAY SURFACE AND IS
 GX3378'STAMPED EAST 1963.
 GX3378'
 GX3378'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3024 ***********************************************************************
 FX3024  DESIGNATION -  EAST
 FX3024  PID         -  FX3024
 FX3024  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3024  USGS QUAD   -  LITTLE CREEK (1989)
 FX3024
 FX3024                         *CURRENT SURVEY CONTROL
 FX3024  ___________________________________________________________________
 FX3024* NAD 83(1993)-  36 55 30.85893(N)    076 09 07.70224(W)     ADJUSTED  
 FX3024* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3024  ___________________________________________________________________
 FX3024  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 FX3024  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 FX3024
 FX3024  HORZ ORDER  -  THIRD
 FX3024
 FX3024.The horizontal coordinates were established by classical geodetic methods
 FX3024.and adjusted by the National Geodetic Survey in September 1995..
 FX3024
 FX3024.The orthometric height was scaled from a topographic map.
 FX3024
 FX3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3024
 FX3024.The geoid height was determined by GEOID03.
 FX3024
 FX3024;                    North         East     Units Scale Factor Converg.
 FX3024;SPC VA S     - 1,068,287.408 3,709,164.625   MT  0.99997500   +1 25 29.9
 FX3024;SPC VA S     - 3,504,872.94 12,169,150.94   sFT  0.99997500   +1 25 29.9
 FX3024;UTM  18      - 4,087,198.776   397,384.937   MT  0.99972972   -0 41 32.0
 FX3024
 FX3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3024!SPC VA S     -   1.00000573  x   0.99997500  =   0.99998073
 FX3024!UTM  18      -   1.00000573  x   0.99972972  =   0.99973544
 FX3024
 FX3024|---------------------------------------------------------------------|
 FX3024| PID    Reference Object                     Distance      Geod. Az  |
 FX3024|                                                           dddmmss.s |
 FX3024| DC8810 EAST RM 1                             9.814 METERS 10045     |
 FX3024| FX0247 DUNE                                APPROX. 1.9 KM 2715911.8 |
 FX3024|---------------------------------------------------------------------|
 FX3024
 FX3024                          SUPERSEDED SURVEY CONTROL
 FX3024
 FX3024  NAD 83(1986)-  36 55 30.86457(N)    076 09 07.74042(W) AD(       ) 3
 FX3024  NAD 27      -  36 55 30.33400(N)    076 09 08.97200(W) AD(       ) 3
 FX3024
 FX3024.Superseded values are not recommended for survey control.
 FX3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3024.See file dsdata.txt to determine how the superseded data were derived.
 FX3024
 FX3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9738587199(NAD 83)
 FX3024_MARKER: DS = TRIANGULATION STATION DISK
 FX3024_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3024
 FX3024  HISTORY     - Date     Condition        Report By
 FX3024  HISTORY     - 1929     MONUMENTED       CGS
 FX3024  HISTORY     - 1943     MARK NOT FOUND   CGS
 FX3024
 FX3024                          STATION DESCRIPTION
 FX3024
 FX3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3024'ON THE SOUTH SHORE OF THE LOWER PART OF CHESAPEAKE BAY, ABOUT 1.4
 FX3024'STATUTE MILES EAST OF LITTLE CREEK.  THE MARK IS ON THE FIRST
 FX3024'LINE OF SAND DUNES ABOUT THREE METERS INSHORE FROM THE EDGE OF THE
 FX3024'DUNES AND ABOUT 24 METERS INSHORE FROM THE HIGH WATER LINE, FLUSH
 FX3024'WITH THE GROUND SURFACE AND STAMPED EAST 1929.  UNDERGROUND MARK
 FX3024'IS 3 FEET BELOW THE GROUND SURFACE AND STAMPED EAST 1929.
 FX3024'
 FX3024'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3024'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3024'
 FX3024'REFERENCE MARK NO. 1 IS WEST OF THE STATION ON THE SAME RIDGE,
 FX3024'STAMPED EAST NO 1 1929 AND PROJECTS 4 INCHES ABOVE GROUND.
 FX3024'
 FX3024'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 FX3024
 FX3024                          STATION RECOVERY (1943)
 FX3024
 FX3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3024'STATION NOT RECOVERED.  THE DISTANCE WAS SCALED ON THE PHOTOGRAPH
 FX3024'FROM LITTLE CREEK AND THEN ALL SAND DUNES NEAREST THE BEACH
 FX3024'WERE SEARCHED THOROUGHLY FOR A DISTANCE OF ABOUT 3/8 MILE EACH
 FX3024'WAY.  IT WAS NOTICED THAT THERE HAS BEEN CONSIDERABLE EXCAVATION
 FX3024'AT THE SITE OF THE MARK AS DESCRIBED IN THE 1929 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3990 ***********************************************************************
 FX3990  DESIGNATION -  EAST
 FX3990  PID         -  FX3990
 FX3990  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3990  USGS QUAD   -  CHUCKATUCK (1990)
 FX3990
 FX3990                         *CURRENT SURVEY CONTROL
 FX3990  ___________________________________________________________________
 FX3990* NAD 83(1993)-  36 46 33.90624(N)    076 32 44.69712(W)     ADJUSTED  
 FX3990* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3990  ___________________________________________________________________
 FX3990  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 FX3990  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 FX3990
 FX3990  HORZ ORDER  -  THIRD
 FX3990
 FX3990.The horizontal coordinates were established by classical geodetic methods
 FX3990.and adjusted by the National Geodetic Survey in September 1995..
 FX3990
 FX3990.The orthometric height was scaled from a topographic map.
 FX3990
 FX3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3990
 FX3990.The geoid height was determined by GEOID03.
 FX3990
 FX3990;                    North         East     Units Scale Factor Converg.
 FX3990;SPC VA S     - 1,050,939.885 3,674,447.122   MT  0.99999830   +1 11 09.9
 FX3990;SPC VA S     - 3,447,958.61 12,055,248.60   sFT  0.99999830   +1 11 09.9
 FX3990;UTM  18      - 4,071,147.379   362,058.291   MT  0.99983442   -0 55 32.1
 FX3990
 FX3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3990!SPC VA S     -   1.00000531  x   0.99999830  =   1.00000361
 FX3990!UTM  18      -   1.00000531  x   0.99983442  =   0.99983972
 FX3990
 FX3990|---------------------------------------------------------------------|
 FX3990| PID    Reference Object                     Distance      Geod. Az  |
 FX3990|                                                           dddmmss.s |
 FX3990| DC8812 EAST RM 2                            65.593 METERS 15337     |
 FX3990| DC8811 EAST RM 1                            34.375 METERS 18338     |
 FX3990| FX3988 BYRUM                               APPROX. 0.8 KM 2270005.3 |
 FX3990|---------------------------------------------------------------------|
 FX3990
 FX3990                          SUPERSEDED SURVEY CONTROL
 FX3990
 FX3990  NAD 83(1986)-  36 46 33.91247(N)    076 32 44.72722(W) AD(       ) 3
 FX3990  NAD 27      -  36 46 33.37200(N)    076 32 45.90200(W) AD(       ) 3
 FX3990
 FX3990.Superseded values are not recommended for survey control.
 FX3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3990.See file dsdata.txt to determine how the superseded data were derived.
 FX3990
 FX3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6205871147(NAD 83)
 FX3990_MARKER: DS = TRIANGULATION STATION DISK
 FX3990_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3990
 FX3990  HISTORY     - Date     Condition        Report By
 FX3990  HISTORY     - 1934     MONUMENTED       CGS
 FX3990  HISTORY     - 1943     GOOD             CGS
 FX3990  HISTORY     - 1944     GOOD             CGS
 FX3990
 FX3990                          STATION DESCRIPTION
 FX3990
 FX3990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3990'ON THE NANSEMOND RIVER.
 FX3990'
 FX3990'THIS STATION MAY BE REACHED FROM SUFFOLK BY FOLLOWING THE
 FX3990'GRADED ROAD WHICH PARALLELS THE SOUTHERN RAILROAD.  PROCEED
 FX3990'DOWN THIS DIRT ROAD IN THE NORTHEASTERLY DIRECTION FOR ABOUT
 FX3990'3 MILES FROM THE SUFFOLK CITY LIMITS.  THERE IS AN OPEN FIELD
 FX3990'AT THIS POINT WHICH HAS A LITTLE USED LANE BORDERING ITS
 FX3990'LEFT-HAND EDGE.  FOLLOW THIS LANE TO THE RIVER BANK.
 FX3990'
 FX3990'THE MONUMENT IS 50 METERS TO THE LEFT FROM THE END OF THE
 FX3990'LANE, AND IS LOCATED IN A TREELESS SPOT CLOSE TO THE STEEP
 FX3990'BANK OF THE RIVER, 115 FEET FROM THE FIRST TREE OF A GROUP
 FX3990'OF TREES ALONG THE BANK NORTH OF THE STATION AND 10 FEET,
 FX3990'5 FEET AND 32 FEET TO THE RIVER IN THE DIRECTION OF STATIONS
 FX3990'BYRUM, ROUND AND WILROY RESPECTIVELY.
 FX3990'
 FX3990'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3990'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3990'
 FX3990'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3990
 FX3990                          STATION RECOVERY (1943)
 FX3990
 FX3990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3990'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FX3990'THE 1934 DESCRIPTION IS ADEQUATE AND CORRECT.  THE INSTRUCTIONS
 FX3990'FOR REACHING THE STATION FROM SUFFOLK AND THE REFERENCE DISTANCES
 FX3990'GIVEN IN THE DESCRIPTION WERE CHECKED AND FOUND TO BE CORRECT,
 FX3990'AS WERE THE DISTANCES TO THE REFERENCE MARKS AND THE DISTANCE
 FX3990'BETWEEN THE REFERENCE MARKS.
 FX3990
 FX3990                          STATION RECOVERY (1944)
 FX3990
 FX3990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3990'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FX3990'BY F.L.G. IN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4816 ***********************************************************************
 GV4816  DESIGNATION -  EAST
 GV4816  PID         -  GV4816
 GV4816  STATE/COUNTY-  VA/KING AND QUEEN
 GV4816  USGS QUAD   -  WEST POINT (1986)
 GV4816
 GV4816                         *CURRENT SURVEY CONTROL
 GV4816  ___________________________________________________________________
 GV4816* NAD 83(1993)-  37 33 08.19408(N)    076 46 25.92454(W)     ADJUSTED  
 GV4816* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4816  ___________________________________________________________________
 GV4816  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 GV4816  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 GV4816
 GV4816  HORZ ORDER  -  THIRD
 GV4816
 GV4816.The horizontal coordinates were established by classical geodetic methods
 GV4816.and adjusted by the National Geodetic Survey in November 1994..
 GV4816
 GV4816.The orthometric height was scaled from a topographic map.
 GV4816
 GV4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4816
 GV4816.The geoid height was determined by GEOID03.
 GV4816
 GV4816;                    North         East     Units Scale Factor Converg.
 GV4816;SPC VA S     - 1,136,667.286 3,652,511.488   MT  0.99995058   +1 02 51.5
 GV4816;SPC VA S     - 3,729,215.92 11,983,281.44   sFT  0.99995058   +1 02 51.5
 GV4816;UTM  18      - 4,157,619.619   343,310.557   MT  0.99990242   -1 04 52.9
 GV4816
 GV4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4816!SPC VA S     -   1.00000548  x   0.99995058  =   0.99995606
 GV4816!UTM  18      -   1.00000548  x   0.99990242  =   0.99990790
 GV4816
 GV4816|---------------------------------------------------------------------|
 GV4816| PID    Reference Object                     Distance      Geod. Az  |
 GV4816|                                                           dddmmss.s |
 GV4816| DC9209 EAST RM                             134.780 METERS 08114     |
 GV4816| GV4870 UP RIVER BY FERRY HSE E CHY UP      APPROX. 0.6 KM 1950348.7 |
 GV4816| GV4845 MAT                                 APPROX. 1.3 KM 2034259.8 |
 GV4816| GV4890 WEST POINT MUNICIPAL TANK           APPROX. 3.1 KM 2204515.3 |
 GV4816| GV4803 CHIMNEY BY STA NEAR BLOND           APPROX. 2.7 KM 3293324.7 |
 GV4816| GV4829 HOUSE ABOVE STA EAST CHIMNEY        APPROX. 1.1 KM 3440218.2 |
 GV4816|---------------------------------------------------------------------|
 GV4816
 GV4816                          SUPERSEDED SURVEY CONTROL
 GV4816
 GV4816  NAD 83(1986)-  37 33 08.19546(N)    076 46 25.94065(W) AD(       ) 3
 GV4816  NAD 27      -  37 33 07.67700(N)    076 46 27.08600(W) AD(       ) 3
 GV4816
 GV4816.Superseded values are not recommended for survey control.
 GV4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4816.See file dsdata.txt to determine how the superseded data were derived.
 GV4816
 GV4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4331157620(NAD 83)
 GV4816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4816_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4816
 GV4816  HISTORY     - Date     Condition        Report By
 GV4816  HISTORY     - 1911     MONUMENTED       CGS
 GV4816  HISTORY     - 1918     GOOD             CGS
 GV4816  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV4816  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4816  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4816  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4816
 GV4816                          STATION DESCRIPTION
 GV4816
 GV4816'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4816'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER, ABOUT 1-1/2
 GV4816'MILES ABOVE WEST POINT ON POINT OF LAND BETWEEN A 20-METER CREEK
 GV4816'AND THE RIVER.  ON THE UPPER SIDE OF THE CREEK, ON CENTER OF
 GV4816'POINT AND 13 METERS FROM ITS EXTREMITY OF HIGH GRASSY PORTION
 GV4816'UPON MARSHY GROUND, BUT HARD AND STEADY.  A PLATFORM SIGNAL WAS
 GV4816'USED IN ORDER TO SEE OVER THE GRASS.
 GV4816'
 GV4816'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG, BOTTOM SPREAD
 GV4816'SET IN CEMENT PROJECTING 10 INCHES ABOVE GROUND SURMOUNTED BY
 GV4816'BRASS CAP BEARING A LEGEND.
 GV4816'
 GV4816'REFERENCE MARK NO. 1 IS ON PRETTY HARD MARSHY GROUND BETWEEN
 GV4816'CREEK AND ROAD, WELL BACK FROM BOTH, 100 FEET (PACED) FROM EDGE
 GV4816'OF ROAD.  IT IS MARKED BY CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4816'BRASS CAP, LEGEND AND ARROW, DISTANT 134.78 FEET ON LINE 237 DEG
 GV4816'30 MIN 32 SEC TO RIGHT OF LINE TO STATION MAT.
 GV4816'
 GV4816'REFERENCE MARK NO. 2, LOWER CENTER (BOLT) TENSION ROD OF ROAD
 GV4816'BRIDGE OVER CREEK BEARING 293 DEG 47 MIN 57 SEC TO RIGHT OF STATION
 GV4816'MAT.
 GV4816
 GV4816                          STATION RECOVERY (1918)
 GV4816
 GV4816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4816'STATION RECOVERED AS DESCRIBED.
 GV4816'
 GV4816'MARKED BY AN IRON PIPE SET IN CEMENT, CAPPED BY A STANDARD DISK.
 GV4816'NO REFERENCE MARK FOUND.
 GV4816
 GV4816                          STATION RECOVERY (1944)
 GV4816
 GV4816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4816'STATION WAS RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 GV4816'DISCREPANCIES--
 GV4816'
 GV4816'THE MARK IS 30 FEET, INSTEAD OF 42 FEET, FROM THE TIP OF THE
 GV4816'MARSH.  IT IS NOW 2 FEET FROM THE RIVER SHORE, INSTEAD OF HALFWAY
 GV4816'BETWEEN THE SHORE OF THE CREEK AND THE RIVER.  THE PIPE HAS
 GV4816'RUSTED OFF CLOSE TO THE CONCRETE BLOCK, LEAVING THE MARK ABOUT
 GV4816'LEVEL WITH THE SURFACE OF THE MARSH.  THE STATION WILL PROBABLY
 GV4816'WASH AWAY VERY SOON.
 GV4816
 GV4816                          STATION RECOVERY (1995)
 GV4816
 GV4816'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4816'MARK NOT FOUND.
 GV4816
 GV4816                          STATION RECOVERY (2000)
 GV4816
 GV4816'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4816'MARK NOT FOUND.
 GV4816
 GV4816                          STATION RECOVERY (2004)
 GV4816
 GV4816'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4273 ***********************************************************************
 GV4273  DESIGNATION -  EAST 1905
 GV4273  PID         -  GV4273
 GV4273  STATE/COUNTY-  VA/MATHEWS
 GV4273  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV4273
 GV4273                         *CURRENT SURVEY CONTROL
 GV4273  ___________________________________________________________________
 GV4273* NAD 83(1993)-  37 22 12.63297(N)    076 21 36.12838(W)     ADJUSTED  
 GV4273* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4273  ___________________________________________________________________
 GV4273  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 GV4273  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV4273
 GV4273  HORZ ORDER  -  THIRD
 GV4273
 GV4273.The horizontal coordinates were established by classical geodetic methods
 GV4273.and adjusted by the National Geodetic Survey in September 1995..
 GV4273
 GV4273.The orthometric height was scaled from a topographic map.
 GV4273
 GV4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4273
 GV4273.The geoid height was determined by GEOID03.
 GV4273
 GV4273;                    North         East     Units Scale Factor Converg.
 GV4273;SPC VA S     - 1,117,211.595 3,689,527.839   MT  0.99994540   +1 17 55.7
 GV4273;SPC VA S     - 3,665,385.04 12,104,725.92   sFT  0.99994540   +1 17 55.7
 GV4273;UTM  18      - 4,136,806.066   379,575.524   MT  0.99977864   -0 49 32.1
 GV4273
 GV4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4273!SPC VA S     -   1.00000569  x   0.99994540  =   0.99995109
 GV4273!UTM  18      -   1.00000569  x   0.99977864  =   0.99978433
 GV4273
 GV4273:                Primary Azimuth Mark                     Grid Az
 GV4273:SPC VA S     -  PIER HEAD NE                             185 28 51.8
 GV4273:UTM  18      -  PIER HEAD NE                             187 36 19.6
 GV4273
 GV4273|---------------------------------------------------------------------|
 GV4273| PID    Reference Object                     Distance      Geod. Az  |
 GV4273|                                                           dddmmss.s |
 GV4273| GV4279 PIER HEAD NE                        APPROX.10.2 KM 1864647.5 |
 GV4273| GV4305 DEAD TREE                           APPROX. 6.0 KM 2322833.0 |
 GV4273| GV4391 NORTH 1905                          APPROX. 2.6 KM 3044349.6 |
 GV4273|---------------------------------------------------------------------|
 GV4273
 GV4273                          SUPERSEDED SURVEY CONTROL
 GV4273
 GV4273  NAD 83(1993)-  37 22 12.63266(N)    076 21 36.12959(W) AD(       ) 3
 GV4273  NAD 83(1986)-  37 22 12.64255(N)    076 21 36.15777(W) AD(       ) 3
 GV4273  NAD 27      -  37 22 12.14100(N)    076 21 37.34700(W) AD(       ) 3
 GV4273
 GV4273.Superseded values are not recommended for survey control.
 GV4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4273.See file dsdata.txt to determine how the superseded data were derived.
 GV4273
 GV4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7957636806(NAD 83)
 GV4273_MARKER: K = CLAY TILE PIPE
 GV4273_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 GV4273_SP_SET: OBJECT IMBEDDED IN GROUND
 GV4273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4273
 GV4273  HISTORY     - Date     Condition        Report By
 GV4273  HISTORY     - 1905     MONUMENTED       CGS
 GV4273  HISTORY     - 1910     SEE DESCRIPTION  CGS
 GV4273  HISTORY     - 1924     GOOD             VACF
 GV4273  HISTORY     - 1930     GOOD             VACF
 GV4273  HISTORY     - 1944     GOOD             CGS
 GV4273  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4273
 GV4273                          STATION DESCRIPTION
 GV4273
 GV4273'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (EBL)
 GV4273'STATION IS LOCATED ON THE N SIDE OF MOBJACK BAY AND ABOUT 1-1/2
 GV4273'MILES TO THE WESTWARD OF THE ENTRANCE OF EAST RIVER.  STATION IS
 GV4273'ON THE MARSH AND IS MARKED WITH TWO SECTIONS OF TERRA-COTTA
 GV4273'PIPE SET ONE ABOVE THE OTHER, TOP PIPE SHOWS 6 INCHES ABOVE THE
 GV4273'GROUND.  CENTER MARKED BY NAIL IN PINE STUB.
 GV4273
 GV4273                          STATION RECOVERY (1910)
 GV4273
 GV4273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (JBB)
 GV4273'STATION RECOVERED WITH LOWER MARK.  SURFACE MARK HAD BEEN DESTROYED.
 GV4273'REPLACED IT BY A CEMENT MONUMENT 6 INCHES SQUARE AND 2 FEET
 GV4273'LONG.  TOP OF MONUMENT HAS A TRIANGLE AROUND A NAIL MARKING
 GV4273'CENTER AND THE LETTERS C. AND G.S. 1910.
 GV4273
 GV4273                          STATION RECOVERY (1924)
 GV4273
 GV4273'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1924
 GV4273'STATION LOCATED WITH CONCRETE BLOCK IN PLACE BUT INSECURE, WILL
 GV4273'SOON WASH AWAY.  PUT NAIL IN OAK PLANK DRIVEN SOLID INTO THE
 GV4273'MARSH 20.42 METERS BACK ON LINE WITH THE S CORNER OF THE MOST
 GV4273'NORTHERLY OF THE NEARBY HOUSES.
 GV4273
 GV4273                          STATION RECOVERY (1930)
 GV4273
 GV4273'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4273'STATION LOCATED WITH CONCRETE MARKER IN PLACE, MAY STAY THERE
 GV4273'MANY YEARS, WHILE HIGH MARSH IS WASHING, THERE IS AN APPEARANCE
 GV4273'THAT GRASS GROWING ON THE OUTSIDE WILL GIVE PROTECTION IN TIME.
 GV4273'
 GV4273'A REFERENCE POINT, AN IRON PIPE IN 8-INCH TERRA-COTTA PIPE,
 GV4273'STANDS BACK IN MARSH 68.80 FEET FROM STATION.
 GV4273
 GV4273                          STATION RECOVERY (1944)
 GV4273
 GV4273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4273'STATION RECOVERED IN FAIR CONDITION, 8 METERS FROM HIGH-WATER
 GV4273'LINE AT POINT.  THE PUBLISHED DESCRIPTIONS ARE ADEQUATE FOR
 GV4273'PRESENT-DAY RECOVERY.
 GV4273
 GV4273                          STATION RECOVERY (2002)
 GV4273
 GV4273'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1683 ***********************************************************************
 FW1683  DESIGNATION -  EAST END TOWER USE 1925
 FW1683  PID         -  FW1683
 FW1683  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1683  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1683
 FW1683                         *CURRENT SURVEY CONTROL
 FW1683  ___________________________________________________________________
 FW1683* NAD 83(1993)-  36 54 46.75174(N)    075 59 56.62311(W)     ADJUSTED  
 FW1683* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FW1683  ___________________________________________________________________
 FW1683  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 FW1683  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 FW1683
 FW1683  HORZ ORDER  -  SECOND
 FW1683
 FW1683.The horizontal coordinates were established by classical geodetic methods
 FW1683.and adjusted by the National Geodetic Survey in September 1995..
 FW1683
 FW1683.The orthometric height was scaled from a topographic map.
 FW1683
 FW1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1683
 FW1683.The geoid height was determined by GEOID03.
 FW1683
 FW1683;                    North         East     Units Scale Factor Converg.
 FW1683;SPC VA S     - 1,067,278.459 3,722,834.816   MT  0.99997666   +1 31 04.4
 FW1683;SPC VA S     - 3,501,562.74 12,214,000.56   sFT  0.99997666   +1 31 04.4
 FW1683;UTM  18      - 4,085,685.795   411,004.936   MT  0.99969757   -0 36 00.3
 FW1683
 FW1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1683!SPC VA S     -   1.00000499  x   0.99997666  =   0.99998165
 FW1683!UTM  18      -   1.00000499  x   0.99969757  =   0.99970256
 FW1683
 FW1683|---------------------------------------------------------------------|
 FW1683| PID    Reference Object                     Distance      Geod. Az  |
 FW1683|                                                           dddmmss.s |
 FW1683| FW1680 BERTHA 1939                         227.975 METERS 04446     |
 FW1683| FX2957 WEST END TOWER USE 1925             APPROX. 1.5 KM 3125519.2 |
 FW1683|---------------------------------------------------------------------|
 FW1683
 FW1683                          SUPERSEDED SURVEY CONTROL
 FW1683
 FW1683  NAD 83(1986)-  36 54 46.75744(N)    075 59 56.66188(W) AD(       ) 2
 FW1683  NAD 27      -  36 54 46.22300(N)    075 59 57.91200(W) AD(       ) 2
 FW1683
 FW1683.Superseded values are not recommended for survey control.
 FW1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1683.See file dsdata.txt to determine how the superseded data were derived.
 FW1683
 FW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1100585686(NAD 83)
 FW1683_MARKER: DD = SURVEY DISK
 FW1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1683+STABILITY: SURFACE MOTION
 FW1683
 FW1683  HISTORY     - Date     Condition        Report By
 FW1683  HISTORY     - 1939     MONUMENTED       USE
 FW1683  HISTORY     - 1944     GOOD             CGS
 FW1683
 FW1683                          STATION DESCRIPTION
 FW1683
 FW1683'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 FW1683'STATION IS LOCATED ABOUT 0.8 MILE S OF CAPE HENRY LIGHTHOUSE.
 FW1683'4.4 MILES N OF VIRGINIA BEACH AND 0.15 MILE W OF ATLANTIC BLVD.
 FW1683'AT 126TH STREET.  IT IS MARKED BY A CORPS OF ENGINEERS, NORFOLK
 FW1683'DISTRICT, BRASS DISC SET IN ABOUT A 10 X 10-INCH CONCRETE POST.
 FW1683'STATION MARK.
 FW1683
 FW1683                          STATION RECOVERY (1944)
 FW1683
 FW1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FW1683'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3408 ***********************************************************************
 GX3408  DESIGNATION -  EAST RIVER MOUNTAIN LOT
 GX3408  PID         -  GX3408
 GX3408  STATE/COUNTY-  VA/TAZEWELL
 GX3408  USGS QUAD   -  TIPTOP (1976)
 GX3408
 GX3408                         *CURRENT SURVEY CONTROL
 GX3408  ___________________________________________________________________
 GX3408* NAD 83(1993)-  37 10 50.04065(N)    081 22 40.33345(W)     ADJUSTED  
 GX3408* NAVD 88     -                                                        
 GX3408  ___________________________________________________________________
 GX3408  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 GX3408  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GX3408
 GX3408  HORZ ORDER  -  THIRD
 GX3408
 GX3408.The horizontal coordinates were established by classical geodetic methods
 GX3408.and adjusted by the National Geodetic Survey in December 1995..
 GX3408
 GX3408
 GX3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3408
 GX3408.The geoid height was determined by GEOID03.
 GX3408
 GX3408;                    North         East     Units Scale Factor Converg.
 GX3408;SPC VA S     - 1,097,915.952 3,244,495.137   MT  0.99995070   -1 44 47.9
 GX3408;SPC VA S     - 3,602,079.25 10,644,647.80   sFT  0.99995070   -1 44 47.9
 GX3408;UTM  17      - 4,114,970.386   466,458.182   MT  0.99961386   -0 13 42.1
 GX3408
 GX3408                          SUPERSEDED SURVEY CONTROL
 GX3408
 GX3408  NAD 83(1993)-  37 10 50.04290(N)    081 22 40.32680(W) AD(       ) 4
 GX3408  NAD 83(1993)-  37 10 50.04877(N)    081 22 40.33379(W) AD(       ) 4
 GX3408  NAD 83(1986)-  37 10 50.04867(N)    081 22 40.33195(W) AD(       ) 4
 GX3408  NAD 27      -  37 10 49.62741(N)    081 22 40.95702(W) AD(       ) 3
 GX3408
 GX3408.Superseded values are not recommended for survey control.
 GX3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3408.See file dsdata.txt to determine how the superseded data were derived.
 GX3408
 GX3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB6645814970(NAD 83)
 GX3408_MARKER: 57 = LOOKOUT TOWER
 GX3408
 GX3408  HISTORY     - Date     Condition        Report By
 GX3408  HISTORY     - 1963     FIRST OBSERVED   CGS
 GX3408
 GX3408                          STATION DESCRIPTION
 GX3408
 GX3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3408'THE STATION IS LOCATED ON EAST RIVER MOUNTAIN, ABOUT 10 MILES
 GX3408'SOUTHWEST OF BLUEFIELD, ABOUT 9 MILES NORTHEAST OF TAZEWELL
 GX3408'AND 1-1/2 MILES SOUTHEAST OF SPRINGVILLE.
 GX3408'
 GX3408'TO REACH THE STATION FROM THE POST OFFICE IN TAZEWELL, GO
 GX3408'EAST ON U.S. HIGHWAY 460 AND 19 FOR 2.15 MILES TO THE JUNCTION
 GX3408'STATE HIGHWAY 61, TURN RIGHT, SOUTH ON STATE HIGHWAY 61
 GX3408'AND GO 11.9 MILES TO A SIDE ROAD LEFT, TURN LEFT ON COUNTY
 GX3408'ROAD 662 AND GO 3.05 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 GX3408'5.35 MILES TO STATION.
 GX3408'
 GX3408'THE POINT OF INTERSECTION WAS THE APEX OF THE ROOF OF THE
 GX3408'GLASS ENCLOSED CABIN THAT IS MOUNTED ON FOUR STEEL LEGS.
 GX3408'THE FIRE TOWER IS ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5522 ***********************************************************************
 GV5522  DESIGNATION -  EAST TRANS TWR 4 MI S RICHMOND
 GV5522  PID         -  GV5522
 GV5522  STATE/COUNTY-  VA/HENRICO
 GV5522  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5522
 GV5522                         *CURRENT SURVEY CONTROL
 GV5522  ___________________________________________________________________
 GV5522* NAD 83(1993)-  37 29 06.97549(N)    077 25 01.66642(W)     ADJUSTED  
 GV5522* NAVD 88     -                                                        
 GV5522  ___________________________________________________________________
 GV5522  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GV5522  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 GV5522
 GV5522  HORZ ORDER  -  THIRD
 GV5522
 GV5522.The horizontal coordinates were established by classical geodetic methods
 GV5522.and adjusted by the National Geodetic Survey in September 1995..
 GV5522
 GV5522
 GV5522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5522
 GV5522.The geoid height was determined by GEOID03.
 GV5522
 GV5522;                    North         East     Units Scale Factor Converg.
 GV5522;SPC VA S     - 1,128,385.841 3,595,764.977   MT  0.99994751   +0 39 26.0
 GV5522;SPC VA S     - 3,702,045.88 11,797,105.60   sFT  0.99994751   +0 39 26.0
 GV5522;UTM  18      - 4,151,451.481   286,291.186   MT  1.00016260   -1 28 17.5
 GV5522
 GV5522                          SUPERSEDED SURVEY CONTROL
 GV5522
 GV5522  NAD 83(1993)-  37 29 06.97544(N)    077 25 01.66609(W) AD(       ) 4
 GV5522  NAD 83(1986)-  37 29 06.98167(N)    077 25 01.68305(W) AD(       ) 4
 GV5522  NAD 27      -  37 29 06.45200(N)    077 25 02.74500(W) AD(       ) 3
 GV5522
 GV5522.Superseded values are not recommended for survey control.
 GV5522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5522.See file dsdata.txt to determine how the superseded data were derived.
 GV5522
 GV5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8629151451(NAD 83)
 GV5522_MARKER: 55 = TOWER
 GV5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5522+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV5522
 GV5522  HISTORY     - Date     Condition        Report By
 GV5522  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5522  HISTORY     - 1961     GOOD             CGS
 GV5522  HISTORY     - 19961116 GOOD             USPSQD
 GV5522  HISTORY     - 20001208 GOOD             USPSQD
 GV5522  HISTORY     - 20030909 GOOD             USPSQD
 GV5522  HISTORY     - 20050212 GOOD             USPSQD
 GV5522
 GV5522                          STATION DESCRIPTION
 GV5522
 GV5522'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5522'STATION IS THE LIGHT ON THE TOP OF THE TALL STEEL TRANSMISSION
 GV5522'TOWER ON THE E SIDE OF THE JAMES RIVER, ABOUT 4 MILES S OF
 GV5522'RICHMOND.
 GV5522
 GV5522                          STATION RECOVERY (1961)
 GV5522
 GV5522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 GV5522'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION IS
 GV5522'ADEQUATE.
 GV5522
 GV5522                          STATION RECOVERY (1996)
 GV5522
 GV5522'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5522'RECOVERED IN GOOD CONDITION.
 GV5522
 GV5522                          STATION RECOVERY (2000)
 GV5522
 GV5522'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5522'RECOVERED IN GOOD CONDITION.
 GV5522
 GV5522                          STATION RECOVERY (2003)
 GV5522
 GV5522'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5522'RECOVERED IN GOOD CONDITION.
 GV5522
 GV5522                          STATION RECOVERY (2005)
 GV5522
 GV5522'RECOVERY NOTE BY US POWER SQUADRON 2005 (JDB)
 GV5522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4272 ***********************************************************************
 GV4272  DESIGNATION -  EAST VFC 1936
 GV4272  PID         -  GV4272
 GV4272  STATE/COUNTY-  VA/MATHEWS
 GV4272  USGS QUAD   -  NEW POINT COMFORT (1964)
 GV4272
 GV4272                         *CURRENT SURVEY CONTROL
 GV4272  ___________________________________________________________________
 GV4272* NAD 83(1993)-  37 22 12.95233(N)    076 21 35.81210(W)     ADJUSTED  
 GV4272* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4272  ___________________________________________________________________
 GV4272  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 GV4272  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 GV4272
 GV4272  HORZ ORDER  -  THIRD
 GV4272
 GV4272.The horizontal coordinates were established by classical geodetic methods
 GV4272.and adjusted by the National Geodetic Survey in September 1995..
 GV4272
 GV4272.The orthometric height was scaled from a topographic map.
 GV4272
 GV4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4272
 GV4272.The geoid height was determined by GEOID03.
 GV4272
 GV4272;                    North         East     Units Scale Factor Converg.
 GV4272;SPC VA S     - 1,117,221.614 3,689,535.396   MT  0.99994540   +1 17 55.9
 GV4272;SPC VA S     - 3,665,417.91 12,104,750.71   sFT  0.99994540   +1 17 55.9
 GV4272;UTM  18      - 4,136,815.796   379,583.445   MT  0.99977861   -0 49 31.9
 GV4272
 GV4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4272!SPC VA S     -   1.00000569  x   0.99994540  =   0.99995109
 GV4272!UTM  18      -   1.00000569  x   0.99977861  =   0.99978430
 GV4272
 GV4272:                Primary Azimuth Mark                     Grid Az
 GV4272:SPC VA S     -  ARMISTEAD VFC 1937                       100 55 31.9
 GV4272:UTM  18      -  ARMISTEAD VFC 1937                       103 02 59.7
 GV4272
 GV4272|---------------------------------------------------------------------|
 GV4272| PID    Reference Object                     Distance      Geod. Az  |
 GV4272|                                                           dddmmss.s |
 GV4272| GV4270 ARMISTEAD VFC 1937                  APPROX. 2.1 KM 1021327.8 |
 GV4272| GV4273 EAST 1905                            12.550 METERS 21819     |
 GV4272|---------------------------------------------------------------------|
 GV4272
 GV4272                          SUPERSEDED SURVEY CONTROL
 GV4272
 GV4272  NAD 83(1993)-  37 22 12.95201(N)    076 21 35.81331(W) AD(       ) 3
 GV4272  NAD 83(1986)-  37 22 12.96190(N)    076 21 35.84149(W) AD(       ) 3
 GV4272  NAD 27      -  37 22 12.46000(N)    076 21 37.03100(W) AD(       ) 3
 GV4272
 GV4272.Superseded values are not recommended for survey control.
 GV4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4272.See file dsdata.txt to determine how the superseded data were derived.
 GV4272
 GV4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7958336816(NAD 83)
 GV4272_MARKER: Z = SEE DESCRIPTION
 GV4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4272+STABILITY: SURFACE MOTION
 GV4272
 GV4272  HISTORY     - Date     Condition        Report By
 GV4272  HISTORY     - 1936     MONUMENTED       VACF
 GV4272  HISTORY     - 1945     GOOD             CGS
 GV4272  HISTORY     - 1952     GOOD             CGS
 GV4272  HISTORY     - 1954     GOOD             USN
 GV4272  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4272
 GV4272                          STATION DESCRIPTION
 GV4272
 GV4272'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP)
 GV4272'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED
 GV4272'ON THE N SHORE OF MOBJACK BAY, ON THE S TIP OF WHITE NECK,
 GV4272'WHICH FORMS THE E SHORE OF EAST RIVER, ABOUT 1/4 MILE W OF
 GV4272'MINTER POINT, ABOUT 270 METERS SW OF A 2-STORY, T-SHAPED, WHITE
 GV4272'HOUSE, ON A TIP OF MARSH, 20 METERS FROM END OF POINT, 6
 GV4272'METERS FROM EDGE OF MARSH TO W AND 10 METERS FROM EDGE OF
 GV4272'MARSH TO E.  MARK IS 1-1/2-INCH IRON PIPE SET IN FOOT-SQUARE
 GV4272'BLOCK OF CONCRETE.  PIPE EXTENDS ABOUT 3 INCHES ABOVE CONCRETE
 GV4272'AND 2 INCHES ABOVE SURFACE OF GROUND.  A 1-INCH PIPE
 GV4272'PROJECTING ABOUT 1 FOOT ABOVE MARSH SURFACE AND SET IN
 GV4272'CONCRETE IN A TERRA-COTTA PIPE IS 27.7 FEET INSHORE.
 GV4272
 GV4272                          STATION RECOVERY (1952)
 GV4272
 GV4272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4272'STATION RECOVERED IN GOOD CONDITION.  THE 1945 RECOVERY
 GV4272'NOTE IS ADEQUATE FOR FUTURE RECOVERY.
 GV4272
 GV4272                          STATION RECOVERY (1954)
 GV4272
 GV4272'RECOVERY NOTE BY US NAVY 1954
 GV4272'STATION RECOVERED.
 GV4272'
 GV4272'DESCRIPTION ADEQUATE.  NOTE--MARSH APPEARS TO BE WASHING AWAY.
 GV4272
 GV4272                          STATION RECOVERY (2002)
 GV4272
 GV4272'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4371 ***********************************************************************
 GV4371  DESIGNATION -  EAST VFC 1936
 GV4371  PID         -  GV4371
 GV4371  STATE/COUNTY-  VA/MATHEWS
 GV4371  USGS QUAD   -  WARE NECK (1980)
 GV4371
 GV4371                         *CURRENT SURVEY CONTROL
 GV4371  ___________________________________________________________________
 GV4371* NAD 83(1993)-  37 26 02.60626(N)    076 24 35.86373(W)     ADJUSTED  
 GV4371* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4371  ___________________________________________________________________
 GV4371  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 GV4371  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 GV4371
 GV4371  HORZ ORDER  -  THIRD
 GV4371
 GV4371.The horizontal coordinates were established by classical geodetic methods
 GV4371.and adjusted by the National Geodetic Survey in September 1995..
 GV4371
 GV4371.The orthometric height was scaled from a topographic map.
 GV4371
 GV4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4371
 GV4371.The geoid height was determined by GEOID03.
 GV4371
 GV4371;                    North         East     Units Scale Factor Converg.
 GV4371;SPC VA S     - 1,124,200.304 3,684,949.842   MT  0.99994607   +1 16 06.6
 GV4371;SPC VA S     - 3,688,313.83 12,089,706.27   sFT  0.99994607   +1 16 06.6
 GV4371;UTM  18      - 4,143,958.572   375,260.508   MT  0.99979167   -0 51 25.8
 GV4371
 GV4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4371!SPC VA S     -   1.00000550  x   0.99994607  =   0.99995157
 GV4371!UTM  18      -   1.00000550  x   0.99979167  =   0.99979717
 GV4371
 GV4371:                Primary Azimuth Mark                     Grid Az
 GV4371:SPC VA S     -  GREEN VFC 1936                           164 21 02.7
 GV4371:UTM  18      -  GREEN VFC 1936                           166 28 35.1
 GV4371
 GV4371|---------------------------------------------------------------------|
 GV4371| PID    Reference Object                     Distance      Geod. Az  |
 GV4371|                                                           dddmmss.s |
 GV4371| GV4375 GREEN VFC 1936                      APPROX. 0.6 KM 1653709.3 |
 GV4371| GV4408 WEST VFC 1936                       213.153 METERS 21253     |
 GV4371| GV4393 OLD VFC 1936                        187.026 METERS 30307     |
 GV4371|---------------------------------------------------------------------|
 GV4371
 GV4371                          SUPERSEDED SURVEY CONTROL
 GV4371
 GV4371  NAD 83(1993)-  37 26 02.60912(N)    076 24 35.86320(W) AD(       ) 3
 GV4371  NAD 83(1986)-  37 26 02.61802(N)    076 24 35.89122(W) AD(       ) 3
 GV4371  NAD 27      -  37 26 02.11600(N)    076 24 37.07900(W) AD(       ) 3
 GV4371
 GV4371.Superseded values are not recommended for survey control.
 GV4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4371.See file dsdata.txt to determine how the superseded data were derived.
 GV4371
 GV4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7526143959(NAD 83)
 GV4371_MARKER: U = CONCRETE POST
 GV4371_SETTING: 0 = UNSPECIFIED SETTING
 GV4371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4371
 GV4371  HISTORY     - Date     Condition        Report By
 GV4371  HISTORY     - 1936     MONUMENTED       VACF
 GV4371  HISTORY     - 1944     GOOD             CGS
 GV4371  HISTORY     - 1952     GOOD             CGS
 GV4371  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4371
 GV4371                          STATION DESCRIPTION
 GV4371
 GV4371'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1936
 GV4371'STATION IS LOCATED ON POINT OF LAND, E SIDE OF RIVER, IN
 GV4371'FRONT OF AN OLD SQUARE BUILDING ABOUT 17 YARDS FROM THE
 GV4371'POINT AT HIGH WATER AND NEAR A GROUP OF CEDARS.
 GV4371'
 GV4371'STATION IS MARKED BY CONCRETE MONUMENT.
 GV4371
 GV4371                          STATION RECOVERY (1944)
 GV4371
 GV4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4371'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL SKETCH
 GV4371'AND DESCRIPTION ARE CORRECT AND ADEQUATE FOR PRESENT-DAY
 GV4371'RECOVERY.
 GV4371
 GV4371                          STATION RECOVERY (1952)
 GV4371
 GV4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4371'STATION RECOVERED IN GOOD CONDITION WITH REMAINS OF AN OLD
 GV4371'OBSERVING STAND OVER THE MARK.  THE ORIGINAL 1936 DESCRIPTION
 GV4371'USED WITH THE 1944 RECOVERY IS CONSIDERED ADEQUATE FOR FUTURE
 GV4371'RECOVERY.
 GV4371
 GV4371                          STATION RECOVERY (2002)
 GV4371
 GV4371'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0230 ***********************************************************************
 FW0230  DESIGNATION -  EASTVILLE
 FW0230  PID         -  FW0230
 FW0230  STATE/COUNTY-  VA/NORTHAMPTON
 FW0230  USGS QUAD   -  CHERITON (1986)
 FW0230
 FW0230                         *CURRENT SURVEY CONTROL
 FW0230  ___________________________________________________________________
 FW0230* NAD 83(1993)-  37 21 13.25556(N)    075 56 50.02032(W)     ADJUSTED  
 FW0230* NAVD 88     -         6.417  (meters)      21.05   (feet)  ADJUSTED  
 FW0230  ___________________________________________________________________
 FW0230  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 FW0230  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FW0230  DYNAMIC HT  -           6.412 (meters)      21.04  (feet)  COMP
 FW0230  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 FW0230
 FW0230  HORZ ORDER  -  FIRST
 FW0230  VERT ORDER  -  FIRST     CLASS I
 FW0230
 FW0230.The horizontal coordinates were established by classical geodetic methods
 FW0230.and adjusted by the National Geodetic Survey in September 1995..
 FW0230
 FW0230.The orthometric height was determined by differential leveling
 FW0230.and adjusted by the National Geodetic Survey in June 1991..
 FW0230
 FW0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0230
 FW0230.The geoid height was determined by GEOID03.
 FW0230
 FW0230.The dynamic height is computed by dividing the NAVD 88
 FW0230.geopotential number by the normal gravity value computed on the
 FW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0230.degrees latitude (g = 980.6199 gals.).
 FW0230
 FW0230.The modeled gravity was interpolated from observed gravity values.
 FW0230
 FW0230;                    North         East     Units Scale Factor Converg.
 FW0230;SPC VA S     - 1,116,290.505 3,726,129.828   MT  0.99994543   +1 32 57.6
 FW0230;SPC VA S     - 3,662,363.10 12,224,810.94   sFT  0.99994543   +1 32 57.6
 FW0230;UTM  18      - 4,134,529.405   416,110.344   MT  0.99968669   -0 34 29.1
 FW0230
 FW0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0230!SPC VA S     -   1.00000478  x   0.99994543  =   0.99995021
 FW0230!UTM  18      -   1.00000478  x   0.99968669  =   0.99969146
 FW0230
 FW0230|---------------------------------------------------------------------|
 FW0230| PID    Reference Object                     Distance      Geod. Az  |
 FW0230|                                                           dddmmss.s |
 FW0230| FW1021 EASTVILLE MUNICIPAL TANK            322.364 METERS 06940     |
 FW0230| FW0229 EASTVILLE RM 1                       42.440 METERS 07808     |
 FW0230| DC7258 EASTVILLE RM                         34.988 METERS 16208     |
 FW0230| FW1020 CHERITON WEBSTER CANNING TANK       APPROX. 6.9 KM 1885823.8 |
 FW0230| FW1019 CHERITON WEBSTER CANNING STACK      APPROX. 6.9 KM 1885808.9 |
 FW0230| GV3890 CAPE CHARLES PA RR SHOP STACK       APPROX.10.9 KM 2081831.5 |
 FW0230| GV3885 TRANSMISSION TOWER                  APPROX.11.5 KM 2082919.4 |
 FW0230| DC7257 EASTVILLE RM 3 AZIMUTH                             2575618.3 |
 FW0230| DC7256 EASTVILLE AZ MK                                    2575627.4 |
 FW0230|---------------------------------------------------------------------|
 FW0230
 FW0230                          SUPERSEDED SURVEY CONTROL
 FW0230
 FW0230  NAD 83(1993)-  37 21 13.25365(N)    075 56 50.02064(W) AD(       ) 1
 FW0230  NAD 83(1986)-  37 21 13.25776(N)    075 56 50.05653(W) AD(       ) 1
 FW0230  NAD 27      -  37 21 12.76177(N)    075 56 51.29968(W) AD(       ) 1
 FW0230  NGVD 29 (??/??/??)    6.664  (m)           21.86   (f) ADJUSTED    1 1
 FW0230
 FW0230.Superseded values are not recommended for survey control.
 FW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0230.See file dsdata.txt to determine how the superseded data were derived.
 FW0230
 FW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1611034529(NAD 83)
 FW0230_MARKER: DS = TRIANGULATION STATION DISK
 FW0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0230_STAMPING: EASTVILLE 1932
 FW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0230+STABILITY: SURFACE MOTION
 FW0230
 FW0230  HISTORY     - Date     Condition        Report By
 FW0230  HISTORY     - 1932     MONUMENTED       CGS
 FW0230  HISTORY     - 1934     GOOD             CGS
 FW0230  HISTORY     - 1942     GOOD             CGS
 FW0230  HISTORY     - 1954     GOOD             CGS
 FW0230  HISTORY     - 1958     GOOD             CGS
 FW0230  HISTORY     - 1960     GOOD             CGS
 FW0230  HISTORY     - 1962     GOOD             CGS
 FW0230  HISTORY     - 1962     GOOD             CGS
 FW0230  HISTORY     - 1969     GOOD             USAF
 FW0230  HISTORY     - 1972     GOOD             NGS
 FW0230  HISTORY     - 1972     GOOD             NGS
 FW0230  HISTORY     - 1975     GOOD             NGS
 FW0230  HISTORY     - 20011110 GOOD             USPSQD
 FW0230
 FW0230                          STATION DESCRIPTION
 FW0230
 FW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 FW0230'STATION IS LOCATED IN THE VILLAGE OF EASTVILLE, VIRGINIA,
 FW0230'IN A VACANT LOT AT THE REAR OF THE COUNTY COURTHOUSE.  MARK
 FW0230'IS NEAR THE NW CORNER OF THE LOT, 24 FEET S OF THE N FENCE
 FW0230'OF LOT, 38 FEET E OF THE W FENCE OF YARD, AND 81.5 FEET
 FW0230'W OF THE SMALL BRICK JAIL.
 FW0230'
 FW0230'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FW0230'DISKS SET IN CONCRETE.
 FW0230'
 FW0230'REFERENCE MARK NO. 1 IS 139.3 FEET E OF STATION, BY THE
 FW0230'SW CORNER OF A HORSE STABLE.
 FW0230'
 FW0230'REFERENCE MARK NO. 2 IS 144.9 FEET S OF STATION, BY THE
 FW0230'FENCE ON S SIDE OF YARD, AND ABOUT 2 METERS E OF THE E END
 FW0230'OF AN IRON GATE.
 FW0230'
 FW0230'REFERENCE MARK NO. 3 IS ABOUT 400 METERS W OF STATION, 3
 FW0230'METERS N OF CENTER LINE OF A DIRT ROAD, BY A PHONE POLE.
 FW0230'
 FW0230'HEIGHT OF SIGNAL ABOVE STATION MARK - 41 METERS.
 FW0230
 FW0230                          STATION RECOVERY (1934)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0230'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FW0230'ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE.
 FW0230
 FW0230                          STATION RECOVERY (1942)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW0230'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FW0230'DIFFERENCE WAS NOTED IN MEASUREMENT TO REFERENCE MARK NO.
 FW0230'2.  REFERENCE MARK NO. 2 IS 114.79 FEET INSTEAD OF 144.9 FEET.
 FW0230'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FW0230'
 FW0230'THE STATION IS LOCATED IN THE VILLAGE OF
 FW0230'EASTVILLE AT THE REAR OF THE OLD JAIL AND IN THE NW CORNER OF THE
 FW0230'COURTHOUSE YARD, 82 FEET W OF THE NW CORNER OF THE OLD JAIL,
 FW0230'AND 66 FEET W OF THE REAR DRIVEWAY.  IT IS STAMPED EASTVILLE
 FW0230'1932 AND PROJECTS 5 INCHES.
 FW0230'
 FW0230'REFERENCE MARK NO. 1  IS E OF THE STATION, 17 FEET
 FW0230'N OF THE DRIVEWAY LEADING TO THE REAR OF THE OLD JAIL, AND
 FW0230'44 FEET NE OF THE E CORNER OF THE OLD JAIL.  IT IS STAMPED
 FW0230'EASTVILLE R.M. NO. 1 AND PROJECTS 10 INCHES.
 FW0230'
 FW0230'REFERENCE MARK NO. 2  IS S OF THE STATION, 100
 FW0230'FEET NW OF THE SW CORNER OF THE COURTHOUSE, AND 30 FEET
 FW0230'E OF A 20-INCH MAPLE TREE.  IT IS STAMPED EASTVILLE NO 2
 FW0230'1932 AND PROJECTS 5 INCHES.
 FW0230'
 FW0230'REFERENCE MARK NO. 3 (AZIMUTH MARK)  IS 0.2 MILE W
 FW0230'OF THE STATION, AT THE EDGE OF A CULTIVATED FIELD NEAR A LONE
 FW0230'MULBERRY BUSH, AND 14 FEET N OF E OF DIRT FARM ROAD.  IT IS
 FW0230'STAMPED EASTVILLE NO. 3 1932 AND PROJECTS 4 INCHES.  TO REACH
 FW0230'THE AZIMUTH MARK FROM THE STATION GO S ON U.S. HIGHWAY 13
 FW0230'FOR 0.1 MILE TO A DIRT FARM ROAD RIGHT, TURN RIGHT AND GO 0.2
 FW0230'MILE TO A LONE MULBERRY BUSH AND MARK ON THE RIGHT.
 FW0230'
 FW0230'A 116-FOOT TOWER WILL SEE 113-FOOT LIGHTS AT STATIONS TONGUE
 FW0230'3 AND TANKARD.
 FW0230'
 FW0230'A 116-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT STATION NASSAWADOX.
 FW0230
 FW0230                          STATION RECOVERY (1954)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0230'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FW0230'THE 1942 PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 FW0230'EXCEPTIONS--
 FW0230'
 FW0230'REFERENCE MARK 3 (AZIMUTH MARK) IS ABOUT 0.2 MI. SW OF THE STATION,
 FW0230'AT THE BASE OF A LONE MULBERRY BUSH, AT THE EDGE OF A CULTIVATED
 FW0230'FIELD, AND 14 FT. N OF THE CENTER OF A DIRT ROAD.  IT IS A
 FW0230'STANDARD DISK, STAMPED EASTVILLE NO 3 1932 AND SET IN THE
 FW0230'TOP OF A 12-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 FW0230'OF THE GROUND.
 FW0230
 FW0230                          STATION RECOVERY (1958)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0230'STATION RECOVERED IN GOOD CONDITION.
 FW0230'
 FW0230'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 1 FOOT N OF MULBERRY
 FW0230'BUSH, 14 FEET NNE OF CENTERLINE OF SAND ROAD, 35 FEET WNW OF
 FW0230'POWER POLE NO. 33F, AND IS FLUSH WITH THE GROUND.
 FW0230
 FW0230                          STATION RECOVERY (1960)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW0230'STATION, R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED BY G.W.L.
 FW0230'IN 1942.  R.M. 3 WAS RECOVERED AND IS 14.5 FEET NORTH OF THE
 FW0230'CENTERLINE OF THE DIRT FARM ROAD AND 34.9 FEET WEST OF POWER
 FW0230'POLE 33F.  THE DISTANCES TO AND THE ANGLES BETWEEN R.M. 1
 FW0230'AND R.M. 2 CHECKED.
 FW0230
 FW0230                          STATION RECOVERY (1962)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0230'STATION WAS RECOVERED AS DESCRIBED IN 1942 AND ALL MARKS WERE
 FW0230'FOUND IN GOOD CONDITION.
 FW0230
 FW0230                          STATION RECOVERY (1962)
 FW0230
 FW0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0230'THE STATION MARK AND REFERENCE MARKS 1 AND 2 AND 3 WERE RECOVERED
 FW0230'IN GOOD CONDITION.  DIFFERENCE WAS NOTED IN MEASUREMENT TO
 FW0230'REFERENCE MARK NO. 2.  REFERENCE MARK NO. 2 IS 115.21 FEET
 FW0230'INSTEAD OF 114.79 FEET.  AN REFERENCE MARK NO. 4 WAS SET
 FW0230'AT THIS TIME.
 FW0230'
 FW0230'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED EASTVILLE NO. 4
 FW0230'1932, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 FW0230'THAT IS FLUSH WITH THE GROUND.  IT IS 32.0 FEET WEST OF A 24 INCH
 FW0230'MAPLE TREE.  37.2 FEET SOUTHWEST OF A DRIVEWAY.  36.0 FEET NORTH
 FW0230'OF A 42 INCH OAK TREE.
 FW0230'
 FW0230'THE STATION IS 24.0 FEET NORTH-NORTHWEST OF A 24 INCH MAPLE
 FW0230'TREE.
 FW0230'
 FW0230'REFERENCE MARK NO. 1 IS 42.5 FEET NORTH OF A FENCE LINE.
 FW0230'62.2 FEET NORTHEAST OF A BRICK BUILDING.
 FW0230'
 FW0230'REFERENCE MARK NO. 2 IS 28.8 FEET EAST OF A 42 INCH OAK TREE
 FW0230'
 FW0230'HEIGHT OF LIGHT ABOVE STATION MARK 38.00 METERS.
 FW0230
 FW0230                          STATION RECOVERY (1969)
 FW0230
 FW0230'RECOVERY NOTE BY US AIR FORCE 1969 (RWH)
 FW0230'EASTVILLE 1932-STATION FOUND IN GOOD CONDITION
 FW0230'
 FW0230'EASTVILLE R.M. NO. 1-STATION FOUND IN GOOD CONDITION
 FW0230'
 FW0230'REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY A NEW PARKING
 FW0230'LOT BEHIND THE COURTHOUSE.  THE AZIMUTH WAS NOT SEARCHED
 FW0230'FOR.  THE OLD JAIL IS NOW A OLD GARAGE.  OTHER THEN THE
 FW0230'TWO CHANGES STATED ABOVE, THE DESCRIPTION IS ADEQUATE AND
 FW0230'COMPLETE.
 FW0230
 FW0230                          STATION RECOVERY (1972)
 FW0230
 FW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW0230'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 FW0230'CONDITION.  REFERENCE MARK 3 (AZ MARK) WAS NOT SEARCHED FOR AT THIS
 FW0230'TIME.  REFERENCE MARK 2 WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 FW0230'REFERENCE MARK 4 WAS NOT RECOVERED.  IT IS BELIEVED TO BE COVERED
 FW0230'BY PAVING FOR A PARKING LOT.
 FW0230'THE DESCRIPTION AS REPORTED IN HORIZONTAL CONTROL
 FW0230'DATA QUAD. 370753 STATION NUMBER 1024 DATED FEB. 1971 IS
 FW0230'ADEQUATE.
 FW0230'
 FW0230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EASTVILLE.
 FW0230
 FW0230                          STATION RECOVERY (1972)
 FW0230
 FW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0230'1 MI W FROM EASTVILLE.
 FW0230'AT EASTVILLE, ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 631 FROM
 FW0230'THE CROSSING OF THE PENN CENTRAL RAILROAD AT EASTVILLE STATION,
 FW0230'129 YARDS NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 13 (BUSINESS
 FW0230'ROUTE), 118 FEET NORTHWEST OF THE WEST CORNER FENCE POST IN CHAIN
 FW0230'LINK FENCE AROUND THE CITY JAIL, 58.3 FEET NORTH OF THE NORTH
 FW0230'CORNER OF A CONCRETE CURBING AROUND AND ASPHALT AND ROCK PARKING
 FW0230'AREA BEHIND THE JAIL AND COURTHOUSE, 39 1/2 FEET WEST OF POWER
 FW0230'POLE 9A1-2C WHICH IS BRACED BY A GUY WIRE, 3 FEET BELOW THE LEVEL
 FW0230'OF THE PARKING AREA, SET IN THE TOP OF A CONCRETE POST WHICH
 FW0230'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 FW0230
 FW0230                          STATION RECOVERY (1975)
 FW0230
 FW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0230'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0230'CONDITION.  THE MARK IS IN A WELL KEPT MOWED AREA AND THE MARK
 FW0230'PROJECTS 4 INCHES.
 FW0230'
 FW0230'REFERENCE MARK NO 2 AND REFERENCE MARK NO 4 WAS NOT RECOVERED.  I
 FW0230'BELIEVE THEY WERE IN A AREA WERE NOW THERE IS A NEW PARKING LOT.
 FW0230'
 FW0230'REFERENCE MARK NO 1 WAS RECOVERED AND THE MARK IS 1 FOOT NORTH OF A
 FW0230'WITNESS POST.
 FW0230'
 FW0230'REFERENCE MARK NO 3 THE AZIMUTH MARK WAS RECOVERED AND IT WAS FOUND
 FW0230'TO BE 34.5 FEET WEST OF POWER POLE NUMBER 5-33-F AND SIX INCHES
 FW0230'SOUTH OF A WITNESS POST.
 FW0230'
 FW0230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EASTVILLE.
 FW0230
 FW0230                          STATION RECOVERY (2001)
 FW0230
 FW0230'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0230'ADD 82 FEET WEST OF NORTHWEST CORNER OF THE OLD JAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1021 ***********************************************************************
 FW1021  DESIGNATION -  EASTVILLE MUNICIPAL TANK
 FW1021  PID         -  FW1021
 FW1021  STATE/COUNTY-  VA/NORTHAMPTON
 FW1021  USGS QUAD   -  CHERITON (1986)
 FW1021
 FW1021                         *CURRENT SURVEY CONTROL
 FW1021  ___________________________________________________________________
 FW1021* NAD 83(1993)-  37 21 16.88914(N)    075 56 37.73787(W)     ADJUSTED  
 FW1021* NAVD 88     -                                                        
 FW1021  ___________________________________________________________________
 FW1021  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FW1021  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FW1021
 FW1021  HORZ ORDER  -  THIRD
 FW1021
 FW1021.The horizontal coordinates were established by classical geodetic methods
 FW1021.and adjusted by the National Geodetic Survey in September 1995..
 FW1021
 FW1021
 FW1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1021
 FW1021.The geoid height was determined by GEOID03.
 FW1021
 FW1021;                    North         East     Units Scale Factor Converg.
 FW1021;SPC VA S     - 1,116,410.656 3,726,428.945   MT  0.99994543   +1 33 05.1
 FW1021;SPC VA S     - 3,662,757.29 12,225,792.30   sFT  0.99994543   +1 33 05.1
 FW1021;UTM  18      - 4,134,638.358   416,413.630   MT  0.99968606   -0 34 21.7
 FW1021
 FW1021                          SUPERSEDED SURVEY CONTROL
 FW1021
 FW1021  NAD 83(1993)-  37 21 16.88726(N)    075 56 37.73831(W) AD(       ) 4
 FW1021  NAD 83(1986)-  37 21 16.89130(N)    075 56 37.77434(W) AD(       ) 4
 FW1021  NAD 27      -  37 21 16.40300(N)    075 56 39.01900(W) AD(       ) 3
 FW1021
 FW1021.Superseded values are not recommended for survey control.
 FW1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1021.See file dsdata.txt to determine how the superseded data were derived.
 FW1021
 FW1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1641434638(NAD 83)
 FW1021_MARKER: 53 = ELEVATED TANK
 FW1021
 FW1021  HISTORY     - Date     Condition        Report By
 FW1021  HISTORY     - 1942     FIRST OBSERVED   CGS
 FW1021  HISTORY     - 1954     GOOD             CGS
 FW1021  HISTORY     - 1958     GOOD             CGS
 FW1021  HISTORY     - 1959     GOOD             CGS
 FW1021  HISTORY     - 1960     GOOD             CGS
 FW1021  HISTORY     - 1962     GOOD             CGS
 FW1021  HISTORY     - 1975     GOOD             NGS
 FW1021  HISTORY     - 20011110 GOOD             USPSQD
 FW1021
 FW1021                          STATION DESCRIPTION
 FW1021
 FW1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW1021'THIS INTERSECTION STATION IS THE EASTVILLE MUNICIPAL WATER
 FW1021'TANK, LOCATED N OF THE CENTER OF THE TOWN OF EASTVILLE.
 FW1021'IT IS AN ALUMINUM PAINTED STEEL TANK SUPPORTED BY A FOUR-LEGGED
 FW1021'STEEL STRUCTURE.  THE OVERALL HEIGHT IS ABOUT 120 FEET.
 FW1021'THE POINT OBSERVED ON WAS THE BALL ATOP THE TANK.
 FW1021
 FW1021                          STATION RECOVERY (1954)
 FW1021
 FW1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW1021'TANK WAS RECOVERED IN GOOD CONDITION.  THE TANK IS LOCATED
 FW1021'N OF THE CENTER OF THE TOWN OF EASTVILLE.  IT IS AN ALUMINUM-PAINTED
 FW1021'STEEL WATER TANK ATOP A FOUR-LEGGED SKELETON STEEL STRUCTURE,
 FW1021'OVERALL HEIGHT IS 150 FT.  THE STATION IS THE BALL ATOP
 FW1021'THE TANK.
 FW1021
 FW1021                          STATION RECOVERY (1958)
 FW1021
 FW1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1021'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW1021
 FW1021                          STATION RECOVERY (1959)
 FW1021
 FW1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HSC)
 FW1021'RECOVERED AS DESCRIBED.
 FW1021
 FW1021                          STATION RECOVERY (1960)
 FW1021
 FW1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW1021'RECOVERED AS DESCRIBED.
 FW1021
 FW1021                          STATION RECOVERY (1962)
 FW1021
 FW1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1021'RECOVERED AS DESCRIBED.
 FW1021
 FW1021                          STATION RECOVERY (1975)
 FW1021
 FW1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1021'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW1021'
 FW1021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EASTVILLE.
 FW1021
 FW1021                          STATION RECOVERY (2001)
 FW1021
 FW1021'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW1021'TANK IS NOW PAINTED WHITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0229 ***********************************************************************
 FW0229  DESIGNATION -  EASTVILLE RM 1
 FW0229  PID         -  FW0229
 FW0229  STATE/COUNTY-  VA/NORTHAMPTON
 FW0229  USGS QUAD   -  CHERITON (1986)
 FW0229
 FW0229                         *CURRENT SURVEY CONTROL
 FW0229  ___________________________________________________________________
 FW0229* NAD 83(1986)-  37 21 12.     (N)    075 56 50.     (W)     SCALED    
 FW0229* NAVD 88     -         7.446  (meters)      24.43   (feet)  ADJUSTED  
 FW0229  ___________________________________________________________________
 FW0229  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FW0229  DYNAMIC HT  -           7.441 (meters)      24.41  (feet)  COMP
 FW0229  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 FW0229
 FW0229  VERT ORDER  -  FIRST     CLASS I
 FW0229
 FW0229.The horizontal coordinates were scaled from a topographic map and have
 FW0229.an estimated accuracy of +/- 6 seconds.
 FW0229
 FW0229.The orthometric height was determined by differential leveling
 FW0229.and adjusted by the National Geodetic Survey in June 1991..
 FW0229
 FW0229.The geoid height was determined by GEOID03.
 FW0229
 FW0229.The dynamic height is computed by dividing the NAVD 88
 FW0229.geopotential number by the normal gravity value computed on the
 FW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0229.degrees latitude (g = 980.6199 gals.).
 FW0229
 FW0229.The modeled gravity was interpolated from observed gravity values.
 FW0229
 FW0229;                    North         East    Units  Estimated Accuracy
 FW0229;SPC VA S     - 1,116,250.    3,726,130.      MT  (+/- 180 meters Scaled)
 FW0229
 FW0229                          SUPERSEDED SURVEY CONTROL
 FW0229
 FW0229  NGVD 29 (??/??/??)    7.694  (m)           25.24   (f) ADJUSTED    1 1
 FW0229
 FW0229.Superseded values are not recommended for survey control.
 FW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0229.See file dsdata.txt to determine how the superseded data were derived.
 FW0229
 FW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG161344(NAD 83)
 FW0229_MARKER: DR = REFERENCE MARK DISK
 FW0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0229_STAMPING: EASTVILLE NO 1 1932
 FW0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0229+STABILITY: SURFACE MOTION
 FW0229
 FW0229  HISTORY     - Date     Condition        Report By
 FW0229  HISTORY     - 1932     MONUMENTED       CGS
 FW0229  HISTORY     - 1972     GOOD             NGS
 FW0229  HISTORY     - 20011110 GOOD             USPSQD
 FW0229
 FW0229                          STATION DESCRIPTION
 FW0229
 FW0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0229'1 MI W FROM EASTVILLE.
 FW0229'AT EASTVILLE, ABOUT 1.0 MILE WEST ALONG STATE ROAD NO. 631 FROM
 FW0229'THE CROSSING OF THE PENN CENTRAL RAILROAD AT EASTVILLE STATION,
 FW0229'250 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 13 (BUSINESS
 FW0229'ROUTE), 42.2 FEET NORTHEAST OF A CHAIN LINK FENCE AROUND THE CITY
 FW0229'JAIL, 80 FEET NORTH OF THE EAST CORNER OF THE JAIL, 18 FEET
 FW0229'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 139.2 FEET EAST OF THE
 FW0229'STATION MARK DESCRIBED, IN A BRUSH AREA, 1.2 FEET NORTHEAST OF A
 FW0229'METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY AND SET IN THE
 FW0229'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 FW0229'THE GROUND.
 FW0229
 FW0229                          STATION RECOVERY (2001)
 FW0229
 FW0229'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0229'ADD 62 FEET EAST OF NORTHWEST CORNER OF THE OLD JAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0231 ***********************************************************************
 FW0231  DESIGNATION -  EASTVILLE RM 4
 FW0231  PID         -  FW0231
 FW0231  STATE/COUNTY-  VA/NORTHAMPTON
 FW0231  USGS QUAD   -  CHERITON (1986)
 FW0231
 FW0231                         *CURRENT SURVEY CONTROL
 FW0231  ___________________________________________________________________
 FW0231* NAD 83(1986)-  37 21 12.     (N)    075 56 50.     (W)     SCALED    
 FW0231* NAVD 88     -         6.720  (meters)      22.05   (feet)  ADJUSTED  
 FW0231  ___________________________________________________________________
 FW0231  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FW0231  DYNAMIC HT  -           6.715 (meters)      22.03  (feet)  COMP
 FW0231  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 FW0231
 FW0231  VERT ORDER  -  FIRST     CLASS I
 FW0231
 FW0231.The horizontal coordinates were scaled from a topographic map and have
 FW0231.an estimated accuracy of +/- 6 seconds.
 FW0231
 FW0231.The orthometric height was determined by differential leveling
 FW0231.and adjusted by the National Geodetic Survey in June 1991..
 FW0231
 FW0231.The geoid height was determined by GEOID03.
 FW0231
 FW0231.The dynamic height is computed by dividing the NAVD 88
 FW0231.geopotential number by the normal gravity value computed on the
 FW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0231.degrees latitude (g = 980.6199 gals.).
 FW0231
 FW0231.The modeled gravity was interpolated from observed gravity values.
 FW0231
 FW0231;                    North         East    Units  Estimated Accuracy
 FW0231;SPC VA S     - 1,116,250.    3,726,130.      MT  (+/- 180 meters Scaled)
 FW0231
 FW0231                          SUPERSEDED SURVEY CONTROL
 FW0231
 FW0231  NGVD 29 (??/??/??)    6.968  (m)           22.86   (f) ADJUSTED    1 1
 FW0231
 FW0231.Superseded values are not recommended for survey control.
 FW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0231.See file dsdata.txt to determine how the superseded data were derived.
 FW0231
 FW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG161344(NAD 83)
 FW0231_MARKER: DR = REFERENCE MARK DISK
 FW0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0231_STAMPING: EASTVILLE NO 4 1932
 FW0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0231+STABILITY: SURFACE MOTION
 FW0231
 FW0231  HISTORY     - Date     Condition        Report By
 FW0231  HISTORY     - 1932     MONUMENTED       CGS
 FW0231  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0231  HISTORY     - 1972     MARK NOT FOUND   NGS
 FW0231  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 FW0231
 FW0231                          STATION DESCRIPTION
 FW0231
 FW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0231'AT EASTVILLE.
 FW0231'AT EASTVILLE, 0.9 MILE EAST ALONG SECONDARY STATE HIGHWAY 631
 FW0231'FROM THE CROSSING OF PENNSYLVANIA RAILROAD AT EASTVILLE STATION,
 FW0231'IN A VACANT LOT AT THE REAR OF THE COUNTY COURTHOUSE, 39 1/2 FEET
 FW0231'WEST OF CENTERLINE OF DRIVEWAY LEADING TO AND BEHIND THE COURTHOUSE,
 FW0231'71 FEET SOUTH OF TRIANGULATION STATION EASTVILLE 1932 DESCRIBED,
 FW0231'ABOUT LEVEL WITH STATION MARK, AND SET IN THE TOP OF A CONCRETE
 FW0231'POST FLUSH WITH GROUND.
 FW0231
 FW0231                          STATION RECOVERY (1972)
 FW0231
 FW0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0231'MARK NOT FOUND.
 FW0231
 FW0231                          STATION RECOVERY (2001)
 FW0231
 FW0231'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FW0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0781 ***********************************************************************
 FW0781  DESIGNATION -  EASY
 FW0781  PID         -  FW0781
 FW0781  STATE/COUNTY-  VA/ACCOMACK
 FW0781  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0781
 FW0781                         *CURRENT SURVEY CONTROL
 FW0781  ___________________________________________________________________
 FW0781* NAD 83(1993)-  37 52 25.61722(N)    075 28 54.16034(W)     ADJUSTED  
 FW0781* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0781  ___________________________________________________________________
 FW0781  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FW0781  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 FW0781
 FW0781  HORZ ORDER  -  THIRD
 FW0781
 FW0781.The horizontal coordinates were established by classical geodetic methods
 FW0781.and adjusted by the National Geodetic Survey in November 1994..
 FW0781
 FW0781.The orthometric height was scaled from a topographic map.
 FW0781
 FW0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0781
 FW0781.The geoid height was determined by GEOID03.
 FW0781
 FW0781;                    North         East     Units Scale Factor Converg.
 FW0781;SPC VA S     - 1,175,200.828 3,765,508.065   MT  0.99998437   +1 49 54.7
 FW0781;SPC VA S     - 3,855,638.05 12,354,004.38   sFT  0.99998437   +1 49 54.7
 FW0781;UTM  18      - 4,191,920.420   457,634.535   MT  0.99962211   -0 17 44.7
 FW0781
 FW0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0781!SPC VA S     -   1.00000562  x   0.99998437  =   0.99998999
 FW0781!UTM  18      -   1.00000562  x   0.99962211  =   0.99962773
 FW0781
 FW0781:                Primary Azimuth Mark                     Grid Az
 FW0781:SPC VA S     -  BOGUE VFC 1933                           167 53 35.7
 FW0781:UTM  18      -  BOGUE VFC 1933                           170 01 15.1
 FW0781
 FW0781|---------------------------------------------------------------------|
 FW0781| PID    Reference Object                     Distance      Geod. Az  |
 FW0781|                                                           dddmmss.s |
 FW0781| FW0779 BOGUE VFC 1933                      APPROX. 1.2 KM 1694330.4 |
 FW0781|---------------------------------------------------------------------|
 FW0781
 FW0781                          SUPERSEDED SURVEY CONTROL
 FW0781
 FW0781  NAD 83(1993)-  37 52 25.61571(N)    075 28 54.16586(W) AD(       ) 3
 FW0781  NAD 83(1986)-  37 52 25.61420(N)    075 28 54.19710(W) AD(       ) 3
 FW0781  NAD 27      -  37 52 25.16435(N)    075 28 55.47203(W) AD(       ) 3
 FW0781
 FW0781.Superseded values are not recommended for survey control.
 FW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0781.See file dsdata.txt to determine how the superseded data were derived.
 FW0781
 FW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5763591920(NAD 83)
 FW0781_MARKER: Z = SEE DESCRIPTION
 FW0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0781
 FW0781  HISTORY     - Date     Condition        Report By
 FW0781  HISTORY     - 1933     MONUMENTED       VACF
 FW0781  HISTORY     - 1942     GOOD             CGS
 FW0781  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0781  HISTORY     - 1977     POOR             NGS
 FW0781
 FW0781                          STATION DESCRIPTION
 FW0781
 FW0781'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0781'ON THE SOUTHERN END OF THE HARD MARSH AND IN LOW MARSH OF
 FW0781'A STRIP OF MARSH E OF THE MOUTH OF EASYS DRAIN OF TAYLORS
 FW0781'NARROWS, MARKED BY A CONCRETE MONUMENT EXTENDING A FEW INCHES
 FW0781'ABOVE THE MARSH.
 FW0781'
 FW0781'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0781
 FW0781                          STATION RECOVERY (1942)
 FW0781
 FW0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0781'THIS STATION IS LOCATED ON THE SOUTHERN END OF THE HARD MARSH
 FW0781'IN A LOW PORTION OF THE MARSH E OF THE MOUTH OF EASY DRAIN
 FW0781'OF TAYLORS NARROWS, 75.4 METERS SW OF A SPOT OF GRASS, 40.0
 FW0781'METERS SE OF THE EDGE OF THE WATER, IN THE WATER AT THE MOUTH
 FW0781'OF EASY DRAIN, 33.0 METERS E OF THE EDGE OF THE WATER AT
 FW0781'THE WESTERN EXTREMITY OF THE MARSH, AND 35.0 METERS NNW OF THE
 FW0781'GRASS ON THE SOUTHERN MARGIN OF THE MARSH.
 FW0781'
 FW0781'THE STATION IS MARKED BY A 10-INCH SQUARE CONCRETE MONUMENT,
 FW0781'WITH A HOLE IN THE CORNER CRUDELY LETTERED EASY.  THE MONUMENT
 FW0781'EXTENDS 6 INCHES ABOVE THE MARSH.  THE STATION IS IN GOOD
 FW0781'CONDITION.
 FW0781
 FW0781                          STATION RECOVERY (1961)
 FW0781
 FW0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 FW0781'LOST.  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.
 FW0781'THE MARK WAS REPORTED OUT IN THE WATER IN 1942 AND IT IS
 FW0781'BELIEVED THE MARK HAS NOW BEEN WASHED OUT.
 FW0781
 FW0781                          STATION RECOVERY (1977)
 FW0781
 FW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (GWS)
 FW0781'CONC. MON MONUMENT IS CRUMBLING IN THE MARSH COVERED BY 1 INCH OF
 FW0781'GRASS AND MUD.  DESC. IN 1942 SHOULD READ IN THE MARSH AT THE MOUTH
 FW0781'OF EASY DRAIN, INSTEAD OF IN THE WATER BY BOAT.
 FW0781'
 FW0781'FOUND BY TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0200 ***********************************************************************
 FW0200  DESIGNATION -  EASY AZ MK 1
 FW0200  PID         -  FW0200
 FW0200  STATE/COUNTY-  VA/ACCOMACK
 FW0200  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0200
 FW0200                         *CURRENT SURVEY CONTROL
 FW0200  ___________________________________________________________________
 FW0200* NAD 83(1986)-  37 52 26.     (N)    075 26 50.     (W)     SCALED    
 FW0200* NAVD 88     -         1.244  (meters)       4.08   (feet)  ADJUSTED  
 FW0200  ___________________________________________________________________
 FW0200  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0200  DYNAMIC HT  -           1.243 (meters)       4.08  (feet)  COMP
 FW0200  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 FW0200
 FW0200  VERT ORDER  -  FIRST     CLASS I
 FW0200
 FW0200.The horizontal coordinates were scaled from a topographic map and have
 FW0200.an estimated accuracy of +/- 6 seconds.
 FW0200
 FW0200.The orthometric height was determined by differential leveling
 FW0200.and adjusted by the National Geodetic Survey in June 1991..
 FW0200
 FW0200.The geoid height was determined by GEOID03.
 FW0200
 FW0200.The dynamic height is computed by dividing the NAVD 88
 FW0200.geopotential number by the normal gravity value computed on the
 FW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0200.degrees latitude (g = 980.6199 gals.).
 FW0200
 FW0200.The modeled gravity was interpolated from observed gravity values.
 FW0200
 FW0200;                    North         East    Units  Estimated Accuracy
 FW0200;SPC VA S     - 1,175,310.    3,768,540.      MT  (+/- 180 meters Scaled)
 FW0200
 FW0200                          SUPERSEDED SURVEY CONTROL
 FW0200
 FW0200  NGVD 29 (??/??/??)    1.493  (m)            4.90   (f) ADJUSTED    1 1
 FW0200
 FW0200.Superseded values are not recommended for survey control.
 FW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0200.See file dsdata.txt to determine how the superseded data were derived.
 FW0200
 FW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG606919(NAD 83)
 FW0200_MARKER: DZ = AZIMUTH MARK DISK
 FW0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0200_STAMPING: EASY 1949
 FW0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0200+STABILITY: SURFACE MOTION
 FW0200
 FW0200  HISTORY     - Date     Condition        Report By
 FW0200  HISTORY     - 1949     MONUMENTED       CGS
 FW0200  HISTORY     - 1963     GOOD             CGS
 FW0200
 FW0200                          STATION DESCRIPTION
 FW0200
 FW0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0200'AT WALLOPS ISLAND.
 FW0200'AT WALLOPS ISLAND, ABOUT 0.25 MILE SOUTHWEST ALONG A BLACK
 FW0200'TOP ROAD FROM THE U.S. COAST GUARD LOOKOUT TOWER ON WALLOPS ISLAND
 FW0200'0.1 MILE NORTHEAST OF BUILDING W-118, 29 FEET NORTHWEST OF
 FW0200'CENTER LINE OF ROAD, 87 FEET SOUTH OF SOUTH CORNER OF A SMALL
 FW0200'CONCRETE BUILDING W-182, 34 1/2 FEET NORTH-NORTHEAST OF A POWER
 FW0200'POLE, 3.2 FEET SOUTHWEST OF SOUTHWEST EDGE OF A CONCRETE PARKING
 FW0200'STRIP, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 FW0200'WITH ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FW0200'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0201 ***********************************************************************
 FW0201  DESIGNATION -  EASY AZ MK 2
 FW0201  PID         -  FW0201
 FW0201  STATE/COUNTY-  VA/ACCOMACK
 FW0201  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0201
 FW0201                         *CURRENT SURVEY CONTROL
 FW0201  ___________________________________________________________________
 FW0201* NAD 83(1986)-  37 52 31.     (N)    075 26 44.     (W)     SCALED    
 FW0201* NAVD 88     -         1.375  (meters)       4.51   (feet)  ADJUSTED  
 FW0201  ___________________________________________________________________
 FW0201  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0201  DYNAMIC HT  -           1.375 (meters)       4.51  (feet)  COMP
 FW0201  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 FW0201
 FW0201  VERT ORDER  -  FIRST     CLASS I
 FW0201
 FW0201.The horizontal coordinates were scaled from a topographic map and have
 FW0201.an estimated accuracy of +/- 6 seconds.
 FW0201
 FW0201.The orthometric height was determined by differential leveling
 FW0201.and adjusted by the National Geodetic Survey in June 1991..
 FW0201
 FW0201.The geoid height was determined by GEOID03.
 FW0201
 FW0201.The dynamic height is computed by dividing the NAVD 88
 FW0201.geopotential number by the normal gravity value computed on the
 FW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0201.degrees latitude (g = 980.6199 gals.).
 FW0201
 FW0201.The modeled gravity was interpolated from observed gravity values.
 FW0201
 FW0201;                    North         East    Units  Estimated Accuracy
 FW0201;SPC VA S     - 1,175,470.    3,768,680.      MT  (+/- 180 meters Scaled)
 FW0201
 FW0201                          SUPERSEDED SURVEY CONTROL
 FW0201
 FW0201  NGVD 29 (??/??/??)    1.625  (m)            5.33   (f) ADJUSTED    1 1
 FW0201
 FW0201.Superseded values are not recommended for survey control.
 FW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0201.See file dsdata.txt to determine how the superseded data were derived.
 FW0201
 FW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG608920(NAD 83)
 FW0201_MARKER: DZ = AZIMUTH MARK DISK
 FW0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0201_STAMPING: EASY NO 2 1962
 FW0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0201+STABILITY: SURFACE MOTION
 FW0201
 FW0201  HISTORY     - Date     Condition        Report By
 FW0201  HISTORY     - 1962     MONUMENTED       CGS
 FW0201  HISTORY     - 1963     GOOD             CGS
 FW0201
 FW0201                          STATION DESCRIPTION
 FW0201
 FW0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0201'AT WALLOPS ISLAND.
 FW0201'AT WALLOPS ISLAND, ABOUT 0.1 MILE SOUTHWEST ALONG A BLACK TOP
 FW0201'ROAD FROM THE U.S. COAST GUARD LOOKOUT TOWER, 49.5 FEET NORTHWEST
 FW0201'OF CENTER LINE OF BLACK TOP ROAD, 22 FEET WEST OF A POWER POLE,
 FW0201'1.7 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROAD,
 FW0201'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0199 ***********************************************************************
 FW0199  DESIGNATION -  EASY RM 1
 FW0199  PID         -  FW0199
 FW0199  STATE/COUNTY-  VA/ACCOMACK
 FW0199  USGS QUAD   -  WALLOPS ISLAND (1989)
 FW0199
 FW0199                         *CURRENT SURVEY CONTROL
 FW0199  ___________________________________________________________________
 FW0199* NAD 83(1993)-  37 52 11.13164(N)    075 26 37.34297(W)     ADJUSTED  
 FW0199* NAVD 88     -         1.568  (meters)       5.14   (feet)  POSTED    
 FW0199  ___________________________________________________________________
 FW0199  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FW0199  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0199  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 FW0199  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 FW0199
 FW0199  HORZ ORDER  -  SECOND
 FW0199  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FW0199
 FW0199.The horizontal coordinates were established by classical geodetic methods
 FW0199.and adjusted by the National Geodetic Survey in November 1994..
 FW0199
 FW0199.The orthometric height was determined by differential leveling
 FW0199.and adjusted by the National Geodetic Survey in 1992..
 FW0199.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FW0199.rate of 0.0 thru 1.0 mm/km.
 FW0199
 FW0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0199
 FW0199.The geoid height was determined by GEOID03.
 FW0199
 FW0199.The dynamic height is computed by dividing the NAVD 88
 FW0199.geopotential number by the normal gravity value computed on the
 FW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0199.degrees latitude (g = 980.6199 gals.).
 FW0199
 FW0199.The modeled gravity was interpolated from observed gravity values.
 FW0199
 FW0199;                    North         East     Units Scale Factor Converg.
 FW0199;SPC VA S     - 1,174,862.015 3,768,864.509   MT  0.99998375   +1 51 17.8
 FW0199;SPC VA S     - 3,854,526.46 12,365,016.31   sFT  0.99998375   +1 51 17.8
 FW0199;UTM  18      - 4,191,457.409   460,974.873   MT  0.99961876   -0 16 20.6
 FW0199
 FW0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0199!SPC VA S     -   1.00000550  x   0.99998375  =   0.99998925
 FW0199!UTM  18      -   1.00000550  x   0.99961876  =   0.99962425
 FW0199
 FW0199                          SUPERSEDED SURVEY CONTROL
 FW0199
 FW0199  NAD 83(1993)-  37 52 11.12960(N)    075 26 37.34812(W) AD(       ) 2
 FW0199  NAD 83(1986)-  37 52 11.12831(N)    075 26 37.37944(W) AD(       ) 2
 FW0199  NAD 27      -  37 52 10.68160(N)    075 26 38.65310(W) AD(       ) 2
 FW0199  NGVD 29 (??/??/??)    1.804  (m)            5.92   (f) ADJUSTED    1 2
 FW0199
 FW0199.Superseded values are not recommended for survey control.
 FW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0199.See file dsdata.txt to determine how the superseded data were derived.
 FW0199
 FW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6097591457(NAD 83)
 FW0199_MARKER: DR = REFERENCE MARK DISK
 FW0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0199_STAMPING: EASY NO 1 1949
 FW0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0199+STABILITY: SURFACE MOTION
 FW0199
 FW0199  HISTORY     - Date     Condition        Report By
 FW0199  HISTORY     - 1949     MONUMENTED       CGS
 FW0199  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0199
 FW0199                          STATION DESCRIPTION
 FW0199
 FW0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0199'AT WALLOPS ISLAND.
 FW0199'ON THE SOUTHEAST SIDE OF WALLOPS ISLAND, ACCOMACK COUNTY,
 FW0199'2.8 MILES NORTHEAST OF THE CAFETERIA IN THE NATIONAL
 FW0199'ADVISORY COUNCIL ON AERONAUTICS AREA, 0.5 MILE SOUTH OF THE U.S.
 FW0199'COAST GUARD LOOKOUT TOWER, 200 FEET FROM THE HIGHWATER LINE,
 FW0199'NEAR THE POINT WHERE THE SAND ROAD LEADING FROM THE LOOKOUT
 FW0199'TOWER PASSES THROUGH THE DUNES TO THE BEACH, AND 15 FEET EAST OF
 FW0199'THE SAND ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED EASY NO
 FW0199'1 1949 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0846 ***********************************************************************
 FW0846  DESIGNATION -  EASY RM 3
 FW0846  PID         -  FW0846
 FW0846  STATE/COUNTY-  VA/ACCOMACK
 FW0846  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0846
 FW0846                         *CURRENT SURVEY CONTROL
 FW0846  ___________________________________________________________________
 FW0846* NAD 83(1993)-  37 52 35.14628(N)    075 26 37.10607(W)     ADJUSTED  
 FW0846* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 FW0846  ___________________________________________________________________
 FW0846  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FW0846  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0846
 FW0846  HORZ ORDER  -  SECOND
 FW0846
 FW0846.The horizontal coordinates were established by classical geodetic methods
 FW0846.and adjusted by the National Geodetic Survey in November 1994..
 FW0846
 FW0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0846
 FW0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0846
 FW0846.The geoid height was determined by GEOID03.
 FW0846
 FW0846;                    North         East     Units Scale Factor Converg.
 FW0846;SPC VA S     - 1,175,602.214 3,768,846.329   MT  0.99998478   +1 51 17.9
 FW0846;SPC VA S     - 3,856,954.93 12,364,956.66   sFT  0.99998478   +1 51 17.9
 FW0846;UTM  18      - 4,192,197.502   460,984.179   MT  0.99961875   -0 16 20.6
 FW0846
 FW0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0846!SPC VA S     -   1.00000551  x   0.99998478  =   0.99999029
 FW0846!UTM  18      -   1.00000551  x   0.99961875  =   0.99962426
 FW0846
 FW0846:                Primary Azimuth Mark                     Grid Az
 FW0846:SPC VA S     -  CHINCOTEAGUE WATER TANK                  040 58 55.0
 FW0846:UTM  18      -  CHINCOTEAGUE WATER TANK                  043 06 33.5
 FW0846
 FW0846|---------------------------------------------------------------------|
 FW0846| PID    Reference Object                     Distance      Geod. Az  |
 FW0846|                                                           dddmmss.s |
 FW0846| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 8.6 KM 0425012.9 |
 FW0846| FW0791 WALLOPS ISLAND NASA WATER TANK      APPROX. 4.9 KM 2201131.9 |
 FW0846| FW0790 WALLOPS ISLAND NASA RADAR TWR       APPROX. 5.6 KM 2201746.7 |
 FW0846| FW0200 EASY AZ MK 1                                       2283554.6 |
 FW0846| FW0847 WALLOPS BEACH CG 3 TWR=EASY           7.622 METERS 22855     |
 FW0846| FW0201 EASY AZ MK 2                                       2351546.4 |
 FW0846| DC7259 EASY RM 4                            26.086 METERS 29143     |
 FW0846| FW0840 WALLOPS STATION NASA TANK           APPROX. 7.5 KM 3391216.0 |
 FW0846|---------------------------------------------------------------------|
 FW0846
 FW0846                          SUPERSEDED SURVEY CONTROL
 FW0846
 FW0846  NAD 83(1993)-  37 52 35.14423(N)    075 26 37.11108(W) AD(       ) 2
 FW0846  NAD 83(1986)-  37 52 35.14259(N)    075 26 37.14295(W) AD(       ) 2
 FW0846  NAD 27      -  37 52 34.69656(N)    075 26 38.41659(W) AD(       ) 2
 FW0846  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 FW0846
 FW0846.Superseded values are not recommended for survey control.
 FW0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0846.See file dsdata.txt to determine how the superseded data were derived.
 FW0846
 FW0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6098492198(NAD 83)
 FW0846_MARKER: DR = REFERENCE MARK DISK
 FW0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0846
 FW0846  HISTORY     - Date     Condition        Report By
 FW0846  HISTORY     - 1962     MONUMENTED       CGS
 FW0846  HISTORY     - 1975     GOOD             NGS
 FW0846
 FW0846                          STATION DESCRIPTION
 FW0846
 FW0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0846'THE STATION IS LOCATED ON WALLOPS ISLAND, LAUNCHING AREA,
 FW0846'NEAR THE NORTH END OF THE ISLAND, BY AN OLD COAST GUARD
 FW0846'LOOKOUT TOWER, ABANDONED, AND OLD MARINE BARRACKS.
 FW0846'
 FW0846'TO REACH THE STATION FROM THE WALLOPS ISLAND LAUNCHING AREA
 FW0846'MAIN GATE.  GO EAST ON A BLACKTOP ROAD FOR 2.15 MILES TO
 FW0846'A Y-INTERSECTION, TRAFFIC TRIANGLE.  BEAR LEFT AND GO NORTHEAST
 FW0846'ALONG THE BEACH ON A BLACKTOP ROAD FOR 1.89 MILES TO REFERENCE
 FW0846'MARK NO. 1 (AZIMUTH MARK) ON THE LEFT.  CONTINUE NORTHEAST
 FW0846'ON THE BLACKTOP ROAD FOR 0.13 MILE TO A STANDARD METAL WITNESS
 FW0846'POST AND AZIMUTH MARK NO. 2 ON THE LEFT, WEST, SIDE OF THE
 FW0846'ROAD.  CONTINUE NORTHEAST ON THE BLACKTOP ROAD FOR 0.13 MILE TO
 FW0846'THE COAST GUARD TOWER, OLD ABANDONED MARINE BARRACKS AND
 FW0846'THE STATION AS DESCRIBED.
 FW0846'
 FW0846'THE STATION MARK, A STANDARD REFERENCE MARK STAMPED EASY
 FW0846'NO 3 1949, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FW0846'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 129.6
 FW0846'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED MARINE
 FW0846'BARRACKS, 20.6 FEET WEST OF THE CENTERLINE OF A DIRT ROAD
 FW0846'AND 18.8 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE
 FW0846'COAST GUARD TOWER.
 FW0846'
 FW0846'REFERENCE MARK 4, A STANDARD DISK STAMPED EASY NO 4 1949,
 FW0846'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 FW0846'WITH THE SURFACE OF THE GROUND.  IT IS 68.0 FEET WEST OF THE
 FW0846'NORTHWEST LEG OF THE COAST GUARD TOWER, 37.6 FEET NORTHEAST
 FW0846'OF THE NORTHEAST CORNER OF A RED-BRICK CISTERN, 11.0 FEET
 FW0846'NORTH OF THE CENTERLINE OF A PAVED DRIVEWAY AND 2.0 FEET
 FW0846'NORTH OF THE NORTH EDGE OF PAVEMENT OF DRIVEWAY AND IS ABOUT
 FW0846'THE SAME ELEVATION AS THE STATION.
 FW0846'
 FW0846'REFERENCE MARK 1 (AZIMUTH MARK), A STANDARD DISK STAMPED
 FW0846'EASY NO 1 1949, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE
 FW0846'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF
 FW0846'THE GROUND.  IT IS 87.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FW0846'OF A SMALL CONCRETE BUILDING NO. 182, 28.8 FEET WEST OF THE
 FW0846'CENTERLINE OF PAVED ROAD, 4.6 FEET SOUTHEAST OF THE SOUTHEAST
 FW0846'CORNER OF A CONCRETE SLAB AND 1.1 FEET NORTH OF A STANDARD
 FW0846'METAL WITNESS POST AND MARKER.
 FW0846'
 FW0846'THE AZIMUTH MARK 2, IS A STANDARD DISK STAMPED EASY 2 1962,
 FW0846'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 FW0846'WITH THE SURFACE OF THE GROUND.  IT IS 51.4 FEET WEST OF
 FW0846'THE CENTERLINE OF PAVED ROAD AND 2.5 FEET SOUTH-SOUTHEAST OF
 FW0846'A STANDARD METAL WITNESS POST AND MARKER AND IS SET ALONG THE
 FW0846'EAST EDGE OF A GROUPE OF TREES.
 FW0846'
 FW0846'HEIGHT OF LIGHT ABOVE STATION MARK 26.00 METERS.
 FW0846
 FW0846                          STATION RECOVERY (1975)
 FW0846
 FW0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0846'THIS STATION MARK, A STANDARD REFERENCE MARK STAMPED EASY NO 3
 FW0846'1949, REFERENCE MARK NO 1 (AZIMUTH MARK), AZIMUTH MARK 2, REFERENCE
 FW0846'MARK NO 4 AND THE STATION MARK DISK STAMPED EASY 1949 WERE ALL
 FW0846'RECOVERED AND ALL OF THESE MARKS WERE FOUND TO BE IN GOOD
 FW0846'CONDITION AS THEY ARE DESCRIBED IN THE 1962 DESCRIPTION.
 FW0846'
 FW0846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 FW0846'OF CHINCOTEAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1637 ***********************************************************************
 FW1637  DESIGNATION -  EATON
 FW1637  PID         -  FW1637
 FW1637  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1637  USGS QUAD   -  NORTH BAY (1986)
 FW1637
 FW1637                         *CURRENT SURVEY CONTROL
 FW1637  ___________________________________________________________________
 FW1637* NAD 83(1993)-  36 42 57.25388(N)    075 58 12.59664(W)     ADJUSTED  
 FW1637* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1637  ___________________________________________________________________
 FW1637  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FW1637  GEOID HEIGHT-         -37.97  (meters)                     GEOID03
 FW1637
 FW1637  HORZ ORDER  -  SECOND
 FW1637
 FW1637.The horizontal coordinates were established by classical geodetic methods
 FW1637.and adjusted by the National Geodetic Survey in September 1995..
 FW1637
 FW1637.The orthometric height was scaled from a topographic map.
 FW1637
 FW1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1637
 FW1637.The geoid height was determined by GEOID03.
 FW1637
 FW1637;                    North         East     Units Scale Factor Converg.
 FW1637;SPC VA S     - 1,045,483.992 3,725,994.903   MT  1.00000960   +1 32 07.5
 FW1637;SPC VA S     - 3,430,058.73 12,224,368.28   sFT  1.00000960   +1 32 07.5
 FW1637;UTM  18      - 4,063,795.988   413,357.188   MT  0.99969248   -0 34 48.2
 FW1637
 FW1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1637!SPC VA S     -   1.00000569  x   1.00000960  =   1.00001529
 FW1637!UTM  18      -   1.00000569  x   0.99969248  =   0.99969817
 FW1637
 FW1637:                Primary Azimuth Mark                     Grid Az
 FW1637:SPC VA S     -  SANDBRIDGE                               069 15 13.7
 FW1637:UTM  18      -  SANDBRIDGE                               071 22 09.4
 FW1637
 FW1637|---------------------------------------------------------------------|
 FW1637| PID    Reference Object                     Distance      Geod. Az  |
 FW1637|                                                           dddmmss.s |
 FW1637| FW1641 SANDBRIDGE                          APPROX. 3.1 KM 0704721.2 |
 FW1637| DC8814 EATON RM 1                           31.236 METERS 16643     |
 FW1637| DC8815 EATON RM 2                           28.798 METERS 26328     |
 FW1637|---------------------------------------------------------------------|
 FW1637
 FW1637                          SUPERSEDED SURVEY CONTROL
 FW1637
 FW1637  NAD 83(1986)-  36 42 57.26445(N)    075 58 12.63170(W) AD(       ) 2
 FW1637  NAD 27      -  36 42 56.72100(N)    075 58 13.88800(W) AD(       ) 2
 FW1637
 FW1637.Superseded values are not recommended for survey control.
 FW1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1637.See file dsdata.txt to determine how the superseded data were derived.
 FW1637
 FW1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1335763796(NAD 83)
 FW1637_MARKER: DS = TRIANGULATION STATION DISK
 FW1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1637
 FW1637  HISTORY     - Date     Condition        Report By
 FW1637  HISTORY     - 1934     MONUMENTED       CGS
 FW1637  HISTORY     - 1954     GOOD             USN
 FW1637  HISTORY     - 1959     GOOD             CGS
 FW1637  HISTORY     - 1962     GOOD             CGS
 FW1637
 FW1637                          STATION DESCRIPTION
 FW1637
 FW1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1637'ON THE WEST SIDE OF NORTH BAY AT EATONS LANDING ON THE PROPERTY
 FW1637'OF E.O. WHITUS, 15 FEET SOUTH OF THE NORTH FENCE AND 56 FEET
 FW1637'WEST OF THE EAST FENCE AT THE END OF THE LANDING ON THE EDGE
 FW1637'OF THE MARSH.
 FW1637'
 FW1637'TO REACH FROM THE TOWN OF PRINCESS ANNE, SET 0.0 AND GO ACROSS
 FW1637'RAILROAD ON ROAD LEADING EAST TO NIMMO CHURCH AT 2.3.  TAKE
 FW1637'RIGHT FORK HERE AND 3.0 TAKE LEFT AT ESSO FILLING STATION, AT
 FW1637'5.4 KEEP LEFT AT MAIL BOXES, AT 5.8 TURN SHARP RIGHT ON T-ROAD,
 FW1637'AT 6.9 TURN SHARP LEFT AT END OF WOODS, AT 7.3 REACH LANDING
 FW1637'AND STATION.
 FW1637'
 FW1637'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW1637'BRONZE DISKS SET IN CONCRETE.
 FW1637'
 FW1637'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION BY THE
 FW1637'SOUTH FENCE OF A PIG PEN ON THE SOUTH SIDE OF THE ROAD, AND
 FW1637'13 FEET WEST OF THE EAST FENCE AT THE EDGE OF THE MARSH.
 FW1637'
 FW1637'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION BY THE
 FW1637'FENCE ON THE SOUTH SIDE OF THE ROAD AND 55 FEET EAST-SOUTHEAST
 FW1637'OF PLANK BRIDGE OVER DITCH.
 FW1637'
 FW1637'AZIMUTH MARK (R.M. NO. 3) IS WEST OF THE STATION BY A NORTH-SOUTH
 FW1637'FENCE AND ABOUT 42 FEET NORTH OF THE FENCE ALONG THE ROAD.
 FW1637'
 FW1637'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 FW1637
 FW1637                          STATION RECOVERY (1954)
 FW1637
 FW1637'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1637'STATION RECOVERED AS DESCRIBED.  DESCRIPTION CONSIDERED ADEQUATE.
 FW1637
 FW1637                          STATION RECOVERY (1959)
 FW1637
 FW1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1637'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FW1637'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--STATION
 FW1637'IS ABOUT 11 MILES SOUTH OF VIRGINIA BEACH AND 4 MILES SOUTHEAST
 FW1637'OF PUNGO AND ON THE WEST SIDE OF NORTH BAY AT EATONS LANDING
 FW1637'AND ON PROPERTY OWNED BY MR. MC CLANNA.  IT IS 50 FEET WEST
 FW1637'OF THE MAIN CANAL, 25 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 FW1637'25 FEET SOUTH OF THE CANAL.  THE MARK PROJECTS ABOUT 10 INCHES
 FW1637'AND THE DISK IS STAMPED EATON 1934.
 FW1637'
 FW1637'TO REACH THE STATION FROM THE PRINCESS ANNE COURTHOUSE IN PRINCESS
 FW1637'ANNE, GO NORTHEAST ON STATE HIGHWAY 149 FOR 2.4 MILES TO HIMNO
 FW1637'CHURCH AT THE JUNCTION OF STATE HIGHWAY 615, TURN RIGHT ON
 FW1637'HIGHWAY 615 AND GO 0.7 MILE TO AN ESSO SERVICE STATION ON THE
 FW1637'RIGHT AND COUNTY ROAD 629 LEFT, TURN LEFT ON ROAD 629 AND GO 1.6
 FW1637'MILES TO WHERE ROAD 629 TURNS RIGHT, TURN RIGHT AND GO 1.1
 FW1637'MILES TO COUNTY ROAD 673 RIGHT, (THIS ROAD IS 0.25 MILE EAST
 FW1637'OF METHODIST TAB. CHURCH).  TURN RIGHT AND GO 1.0 MILE TO THE
 FW1637'END OF THE ROAD AND A LANE LEFT LEADING TO W.F. MC CLANNA
 FW1637'FARMHOUSE, TURN LEFT AND GO 0.15 MILE TO THE FARMHOUSE ON THE
 FW1637'RIGHT AND REFERENCE MARK NO. 3 ON THE LEFT.  CONTINUE 0.2
 FW1637'MILE TO A GATE AND END OF TRUCK TRAVEL, CONTINUE ON FOOT ABOUT
 FW1637'400 FEET TO THE EDGE OF THE CANAL AND STATIONS AS DESCRIBED.
 FW1637'
 FW1637'REFERENCE MARK NO. 1 IS IN THE SOUTH FENCE OF THE HOG LOT, 35
 FW1637'FEET WEST OF THE EDGE OF THE WATER AND 13 FEET WEST OF A FENCE
 FW1637'CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FW1637'EATON NO 1 1934 (11A)
 FW1637'
 FW1637'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 FW1637'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EATON
 FW1637'NO. 2 1934.
 FW1637'
 FW1637'REFERENCE MARK NO. 3 (A. MARK) IS 55 FEET NORTH OF THE CENTER
 FW1637'OF THE ROAD AND ABOUT 125 FEET NORTH OF MR. MC CLANNAS HOUSE.
 FW1637
 FW1637                          STATION RECOVERY (1962)
 FW1637
 FW1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1637'STATION WAS RECOVERED AS DESCRIBED BY THIS PARTY IN 1959 AND
 FW1637'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0924 ***********************************************************************
 FW0924  DESIGNATION -  EBB 2 1961
 FW0924  PID         -  FW0924
 FW0924  STATE/COUNTY-  VA/NORTHAMPTON
 FW0924  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0924
 FW0924                         *CURRENT SURVEY CONTROL
 FW0924  ___________________________________________________________________
 FW0924* NAD 83(1993)-  37 05 51.13754(N)    075 58 50.02759(W)     ADJUSTED  
 FW0924* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW0924  ___________________________________________________________________
 FW0924  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FW0924  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FW0924
 FW0924  HORZ ORDER  -  FIRST
 FW0924
 FW0924.The horizontal coordinates were established by classical geodetic methods
 FW0924.and adjusted by the National Geodetic Survey in September 1995..
 FW0924
 FW0924.The orthometric height was scaled from a topographic map.
 FW0924
 FW0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0924
 FW0924.The geoid height was determined by GEOID03.
 FW0924
 FW0924;                    North         East     Units Scale Factor Converg.
 FW0924;SPC VA S     - 1,087,795.411 3,723,936.159   MT  0.99995644   +1 31 44.8
 FW0924;SPC VA S     - 3,568,875.44 12,217,613.88   sFT  0.99995644   +1 31 44.8
 FW0924;UTM  18      - 4,106,142.458   412,863.741   MT  0.99969353   -0 35 29.4
 FW0924
 FW0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0924!SPC VA S     -   1.00000573  x   0.99995644  =   0.99996217
 FW0924!UTM  18      -   1.00000573  x   0.99969353  =   0.99969926
 FW0924
 FW0924:                Primary Azimuth Mark                     Grid Az
 FW0924:SPC VA S     -  WISE RESET                               021 15 00.1
 FW0924:UTM  18      -  WISE RESET                               023 22 14.3
 FW0924
 FW0924|---------------------------------------------------------------------|
 FW0924| PID    Reference Object                     Distance      Geod. Az  |
 FW0924|                                                           dddmmss.s |
 FW0924| FW0272 WISE RESET                          APPROX. 3.0 KM 0224644.9 |
 FW0924|---------------------------------------------------------------------|
 FW0924
 FW0924                          SUPERSEDED SURVEY CONTROL
 FW0924
 FW0924  NAD 83(1986)-  37 05 51.14114(N)    075 58 50.06546(W) AD(       ) 1
 FW0924  NAD 27      -  37 05 50.62660(N)    075 58 51.31120(W) AD(       ) 1
 FW0924
 FW0924.Superseded values are not recommended for survey control.
 FW0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0924.See file dsdata.txt to determine how the superseded data were derived.
 FW0924
 FW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1286406142(NAD 83)
 FW0924_MARKER: B = BOLT
 FW0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0924+STABILITY: SURFACE MOTION
 FW0924
 FW0924  HISTORY     - Date     Condition        Report By
 FW0924  HISTORY     - 1961     MONUMENTED       CGS
 FW0924
 FW0924                          STATION DESCRIPTION
 FW0924
 FW0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FW0924'STATION IS AT THE WEST SIDE OF FISHERMAN ISLAND, ABOUT 500
 FW0924'FEET WEST OF HIGHEST STEEL TOWER WHICH IS ON LINE WITH TWO
 FW0924'SMALLER SEARCHLIGHT TOWERS.  STATION IS 45.5 FEET SOUTH OF
 FW0924'CENTER LINE OF WOOD DECK ROADWAY AND ABOUT 400 FEET WEST OF
 FW0924'THE JUNCTION OF THIS ROADWAY AND THE CONCRETE PAVEMENT LEADING
 FW0924'TO THE ELECTRONICS BUILDING.  IT IS 93 FEET EAST OF THE POINT
 FW0924'WHERE PIER WIDENS.
 FW0924'
 FW0924'THE STATION MARK IS A PUNCH MARK IN TOP OF A 1/2 INCH SQUARE
 FW0924'BOLT SET IN CIRCULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5867 ***********************************************************************
 GV5867  DESIGNATION -  EC BC 1229
 GV5867  PID         -  GV5867
 GV5867  STATE/COUNTY-  VA/NOTTOWAY
 GV5867  USGS QUAD   -  BLACKSTONE EAST (1987)
 GV5867
 GV5867                         *CURRENT SURVEY CONTROL
 GV5867  ___________________________________________________________________
 GV5867* NAD 83(1993)-  37 04 11.72576(N)    077 57 42.73447(W)     ADJUSTED  
 GV5867* NAVD 88     -       126.3    (meters)     414.     (feet)  VERTCON   
 GV5867  ___________________________________________________________________
 GV5867  X           -   1,062,708.618 (meters)                     COMP
 GV5867  Y           -  -4,983,341.664 (meters)                     COMP
 GV5867  Z           -   3,823,644.501 (meters)                     COMP
 GV5867  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 GV5867  ELLIP HEIGHT-          94.16  (meters)          (09/08/95) GPS OBS
 GV5867  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 GV5867
 GV5867  HORZ ORDER  -  THIRD
 GV5867  ELLP ORDER  -  FOURTH    CLASS II
 GV5867
 GV5867.This mark is at Blackstone Aaf-Allen C Perkinson Mun Airport (BKT)
 GV5867
 GV5867.The horizontal coordinates were established by GPS observations
 GV5867.and adjusted by the National Geodetic Survey in September 1995..
 GV5867
 GV5867.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5867
 GV5867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GV5867
 GV5867.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5867
 GV5867.The ellipsoidal height was determined by GPS observations
 GV5867.and is referenced to NAD 83.
 GV5867
 GV5867.The geoid height was determined by GEOID03.
 GV5867
 GV5867;                    North         East     Units Scale Factor Converg.
 GV5867;SPC VA S     - 1,081,878.930 3,547,853.662   MT  0.99995881   +0 19 35.8
 GV5867;SPC VA S     - 3,549,464.46 11,639,916.56   sFT  0.99995881   +0 19 35.8
 GV5867;UTM  18      - 4,106,734.123   236,673.576   MT  1.00045429   -1 47 11.1
 GV5867;UTM  17      - 4,106,948.359   770,107.960   MT  1.00049887   +1 49 56.9
 GV5867
 GV5867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5867!SPC VA S     -   0.99998522  x   0.99995881  =   0.99994403
 GV5867!UTM  18      -   0.99998522  x   1.00045429  =   1.00043951
 GV5867!UTM  17      -   0.99998522  x   1.00049887  =   1.00048409
 GV5867
 GV5867                          SUPERSEDED SURVEY CONTROL
 GV5867
 GV5867  NAD 83(1993)-  37 04 11.72578(N)    077 57 42.73444(W) AD(       ) 3
 GV5867  NAD 83(1986)-  37 04 11.73239(N)    077 57 42.75211(W) AD(       ) 3
 GV5867  NAD 27      -  37 04 11.17088(N)    077 57 43.84365(W) AD(       ) 3
 GV5867  NGVD 29 (03/22/89)  126.6    (m)          415.     (f) GPS OBS        
 GV5867
 GV5867.Superseded values are not recommended for survey control.
 GV5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5867.See file dsdata.txt to determine how the superseded data were derived.
 GV5867
 GV5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG3667406734(NAD 83)
 GV5867_MARKER: M = AMMO SHELL CASING
 GV5867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GV5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV5867+STABILITY: SURFACE MOTION
 GV5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5867+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GV5867
 GV5867  HISTORY     - Date     Condition        Report By
 GV5867  HISTORY     - 1987     MONUMENTED       NGS
 GV5867  HISTORY     - 19960105 GOOD             USPSQD
 GV5867  HISTORY     - 20001208 GOOD             USPSQD
 GV5867  HISTORY     - 20010331 GOOD             NGS
 GV5867  HISTORY     - 20060112 GOOD             USPSQD
 GV5867
 GV5867                          STATION DESCRIPTION
 GV5867
 GV5867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GV5867'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 GV5867'EAST OF BLACKSTONE, 1.2 KM (0.75 MI) EAST OF THE MAIN GATE TO FORT
 GV5867'PICKETT AND ON THE BLACKSTONE AIRPORT, WHICH IS ON THE FORT PICKETT
 GV5867'RESERVATION AND IN THE NORTHEAST QUADRANT OF THE INTERSECTION TO
 GV5867'THE SOUTH END OF RUNWAY 1-19 AND A TAXIWAY.
 GV5867'OWNERSHIP--TOWN OF BLACKSTONE, AIRPORT AUTHORITY, PO BOX 503,
 GV5867'BLACKSTONE VA 23824, PH 804-292-7974, AIRFIELD OPERATION, MAJ
 GV5867'JORDAN OR SFC JONES, PH 804-292-8608 OR 8461.
 GV5867'
 GV5867'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 460
 GV5867'BUSINESS ROUTE AND STATE HIGHWAY 40 IN BLACKSTONE.  GO EAST ON
 GV5867'HIGHWAY 40 FOR 3.8 KM (2.35 MI) TO A CROSSROADS AND VIRGINIA TECH
 GV5867'SOUTHERN PIEDMONT CENTER ON THE LEFT.  TURN RIGHT AND GO SOUTH ON A
 GV5867'PAVED ROAD FOR 0.6 KM (0.35 MI) TO THE AIRPORT OFFICE, CONTINUE
 GV5867'SOUTH ACROSS A PARKING PAD FOR 0.1 KM (0.05 MI) TO A TAXIWAY, TURN
 GV5867'RIGHT AND FOLLOW THE TAXIWAY WESTERLY FOR 0.6 KM (0.4 MI) TO RUNWAY
 GV5867'1-19, TURN LEFT AND GO SOUTHERLY ALONG THE RUNWAY FOR 0.9 KM (0.55
 GV5867'MI) TO THE END OF THE USABLE PORTION OF THE RUNWAY, CONTINUE FOR
 GV5867'0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 GV5867'
 GV5867'THE STATION IS A 105 MM SHELL CASING STAMPED---EC BC 1229---,
 GV5867'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 75 CM ON SIDE
 GV5867'PROJECTING 2 CM ABOVE GROUND.  LOCATED
 GV5867'62.8 METERS (206.2 FT) EAST FROM THE EAST EDGE OF A PAVED TAXIWAY
 GV5867'EAST OF RUNWAY 1-19 AND
 GV5867'62.2 METERS (204.1 FT) NORTH FROM THE CENTERLINE OF A TAXIWAY.
 GV5867'
 GV5867'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GV5867'1987.
 GV5867'
 GV5867'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GV5867'
 GV5867'DESCRIBED BY H.D. MCKINNEY.
 GV5867
 GV5867                          STATION RECOVERY (1996)
 GV5867
 GV5867'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5867'RECOVERED IN GOOD CONDITION.
 GV5867
 GV5867                          STATION RECOVERY (2000)
 GV5867
 GV5867'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5867'RECOVERED IN GOOD CONDITION.
 GV5867
 GV5867                          STATION RECOVERY (2001)
 GV5867
 GV5867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5867'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5867
 GV5867                          STATION RECOVERY (2006)
 GV5867
 GV5867'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV5867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1005 ***********************************************************************
 FW1005  DESIGNATION -  ECKICHY
 FW1005  PID         -  FW1005
 FW1005  STATE/COUNTY-  VA/NORTHAMPTON
 FW1005  USGS QUAD   -  COBB ISLAND (1989)
 FW1005
 FW1005                         *CURRENT SURVEY CONTROL
 FW1005  ___________________________________________________________________
 FW1005* NAD 83(1993)-  37 20 19.26568(N)    075 49 50.89620(W)     ADJUSTED  
 FW1005* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1005  ___________________________________________________________________
 FW1005  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FW1005  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FW1005
 FW1005  HORZ ORDER  -  THIRD
 FW1005
 FW1005.The horizontal coordinates were established by classical geodetic methods
 FW1005.and adjusted by the National Geodetic Survey in September 1995..
 FW1005
 FW1005.The orthometric height was scaled from a topographic map.
 FW1005
 FW1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1005
 FW1005.The geoid height was determined by GEOID03.
 FW1005
 FW1005;                    North         East     Units Scale Factor Converg.
 FW1005;SPC VA S     - 1,114,912.044 3,736,487.214   MT  0.99994553   +1 37 12.0
 FW1005;SPC VA S     - 3,657,840.60 12,258,791.80   sFT  0.99994553   +1 37 12.0
 FW1005;UTM  18      - 4,132,768.496   426,406.755   MT  0.99966671   -0 30 14.1
 FW1005
 FW1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1005!SPC VA S     -   1.00000585  x   0.99994553  =   0.99995138
 FW1005!UTM  18      -   1.00000585  x   0.99966671  =   0.99967255
 FW1005
 FW1005|---------------------------------------------------------------------|
 FW1005| PID    Reference Object                     Distance      Geod. Az  |
 FW1005|                                                           dddmmss.s |
 FW1005| DC7260 ECKICHY RM 1                         24.793 METERS 05815     |
 FW1005| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.13.2 KM 0605955.6 |
 FW1005| FW1008 SAND SHOAL IN MIKES SAND BCN        APPROX. 5.0 KM 1511127.8 |
 FW1005| DC7261 ECKICHY RM 2                         14.350 METERS 15301     |
 FW1005| FW1010 SAND SHOAL INLET THE SPIT BCN       APPROX. 4.2 KM 1775433.5 |
 FW1005| FW1009 SAND SHOAL IN RUNNING CHAN LT       APPROX. 5.5 KM 2040833.2 |
 FW1005| FW0999 WEST POINT 2                        APPROX. 7.2 KM 3390036.3 |
 FW1005|---------------------------------------------------------------------|
 FW1005
 FW1005                          SUPERSEDED SURVEY CONTROL
 FW1005
 FW1005  NAD 83(1993)-  37 20 19.26307(N)    075 49 50.88953(W) AD(       ) 3
 FW1005  NAD 83(1986)-  37 20 19.26754(N)    075 49 50.93595(W) AD(       ) 3
 FW1005  NAD 27      -  37 20 18.76467(N)    075 49 52.20365(W) AD(       ) 3
 FW1005
 FW1005.Superseded values are not recommended for survey control.
 FW1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1005.See file dsdata.txt to determine how the superseded data were derived.
 FW1005
 FW1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2640732768(NAD 83)
 FW1005_MARKER: DS = TRIANGULATION STATION DISK
 FW1005_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1005_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1005
 FW1005  HISTORY     - Date     Condition        Report By
 FW1005  HISTORY     - 1933     MONUMENTED       CGS
 FW1005  HISTORY     - 1934     GOOD             CGS
 FW1005  HISTORY     - 1942     SEE DESCRIPTION  CGS
 FW1005  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FW1005  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FW1005  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1005
 FW1005                          STATION DESCRIPTION
 FW1005
 FW1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW1005'THIS STATION IS LOCATED ABOUT 5 MILES NE OF OYSTER IN MARSH
 FW1005'LAND NEAR THE HEAD OF ECKICHY CHANNEL.  IT IS ABOUT 50 METERS
 FW1005'W OF ECKICHY CHANNEL AND 10 METERS N OF DRAIN WHICH FORMS
 FW1005'AN ISLAND OF THE PIECE OF MARSH ON WHICH THE STATION IS LOCATED.
 FW1005'STATION COVERS AT HIGH WATER.
 FW1005'
 FW1005'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 FW1005'BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE.
 FW1005
 FW1005                          STATION RECOVERY (1934)
 FW1005
 FW1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW1005'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW1005'ORIGINAL DESCRIPTION ADEQUATE.
 FW1005
 FW1005                          STATION RECOVERY (1942)
 FW1005
 FW1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW1005'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH
 FW1005'THE DESCRIPTION IN THE U.S. COAST AND GEODETIC PUBLICATION
 FW1005'DESCRIPTIONS OF TRIANGULATION STATIONS, ATLANTIC COAST, POPE
 FW1005'ISLAND TO CAPE CHARLES, VIRGINIA--
 FW1005'
 FW1005'(1) THE STATION IS 57 METERS W OF EKICHY CHANNEL, NOT 50
 FW1005'METERS.
 FW1005'
 FW1005'(2) THE STATION IS 4.5 METERS N OF THE DRAIN, NOT 10 METERS.
 FW1005'
 FW1005'THE STATION IS LOCATED ABOUT 5 MILES NE OF OYSTER IN MARSH
 FW1005'LAND NEAR THE HEAD OF EKICHY CHANNEL, ABOUT 57 METERS W
 FW1005'OF EKICHY CHANNEL AND ABOUT 4.5 METERS N OF THE DRAIN, WHICH
 FW1005'FORMS AN ISLAND OF THE PIECE OF MARSH ON WHICH THE STATION
 FW1005'IS LOCATED.  THE TRIANGULATION STATION MARK, WHICH WAS SET
 FW1005'IN CONCRETE IN THE TOP OF A 6-INCH IN DIAMETER TILE PIPE
 FW1005'WAS FOUND DESTROYED, HOWEVER THE TILE PIPE FILLED WITH CONCRETE
 FW1005'WAS UNDISTURBED AND CHECKED WITH THE DISTANCES, WHICH ARE
 FW1005'IN METERS, NOT FEET, GIVEN IN THE ORIGINAL DESCRIPTION.
 FW1005'THEREFORE A NEW TRIANGULATION STATION MARK WAS REMARKED IN ITS
 FW1005'POSITION (R.M. NO.1-24.793 METERS.  R.M. NO.2-14.350 METERS)
 FW1005'STAMPED EKICHY, 1933, 1942, SET IN CONCRETE IN THE TOP OF
 FW1005'AN 8-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS 2 INCHES
 FW1005'ABOVE THE GROUND.
 FW1005'
 FW1005'REFERENCE MARK NO. 1 LOCATED ABOUT 29 METERS N OF THE BANK
 FW1005'OF THE DRAIN, AND 24.793 METERS N OF THE STATION.  THE MARK
 FW1005'IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1005'TOWARD THE STATION, STAMPED 1 1933, SET IN CONCRETE IN THE
 FW1005'TOP OF AN 8-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS 3 INCHES
 FW1005'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1005'
 FW1005'REFERENCE MARK NO. 2 IS LOCATED ABOUT 4 METERS N OF THE BANK
 FW1005'OF THE DRAIN, AND 14.350 METERS E OF THE STATION.  THE MARK
 FW1005'IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 FW1005'TOWARD THE STATION, STAMPED 2 1933, SET IN CONCRETE IN THE
 FW1005'TOP OF A 6-INCH IN DIAMETER TILE PIPE, WHICH EXTENDS 2 INCHES
 FW1005'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW1005
 FW1005                          STATION RECOVERY (1958)
 FW1005
 FW1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1005'STATION MARK WAS FOUND LAYING IN WATER ABOUT 4 FEET S OF THE
 FW1005'S BANK.
 FW1005'
 FW1005'REFERENCE MARK NO. 2 WAS NOT FOUND.  ACCORDING TO DIRECTION
 FW1005'AND DISTANCE GIVEN, THE MARK HAS BEEN WASHED OUT.
 FW1005'
 FW1005'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  IT IS 3
 FW1005'INCHES UNDERGROUND, 74 FEET W OF THE E BANK OF THE ISLAND,
 FW1005'75 FEET N OF THE S BANK OF THE ISLAND, AND IS LOCATED BETWEEN
 FW1005'2 WOODEN STAKES.
 FW1005
 FW1005                          STATION RECOVERY (1960)
 FW1005
 FW1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 FW1005'STATION HAS BEEN WASHED OUT AND THE BRONZE MARK WAS FOUND
 FW1005'AND HAS BEEN REMOVED.  REFERENCE MARK 1 WAS LOCATED IN GOOD
 FW1005'CONDITION.  R.M. 1 WAS COVERED WITH ABOUT 5 INCHS OF MUD.
 FW1005'
 FW1005'REFERENCE MARK 2 COULD NOT BE FOUND, IT IS BELIEVED TO HAVE
 FW1005'BEEN WASHED OUT.
 FW1005
 FW1005                          STATION RECOVERY (1962)
 FW1005
 FW1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1005'STATION AND ALL MARKS WERE FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH5858 ***********************************************************************
 DH5858  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5858  DESIGNATION -  ED SNIDER CORS ARP
 DH5858  CORS_ID     -  VARI
 DH5858  PID         -  DH5858
 DH5858  STATE/COUNTY-  VA/CHESTERFIELD
 DH5858  USGS QUAD   -  CHESTER (1994)
 DH5858
 DH5858                         *CURRENT SURVEY CONTROL
 DH5858  ___________________________________________________________________
 DH5858* NAD 83(CORS)-  37 17 23.88605(N)    077 24 08.59279(W)     ADJUSTED  
 DH5858* NAVD 88     -                                                        
 DH5858  ___________________________________________________________________
 DH5858  EPOCH DATE  -        2002.00
 DH5858  X           -   1,108,082.121 (meters)                     COMP
 DH5858  Y           -  -4,958,244.682 (meters)                     COMP
 DH5858  Z           -   3,843,039.774 (meters)                     COMP
 DH5858  ELLIP HEIGHT-          -8.24  (meters)          (09/??/05) GPS OBS
 DH5858  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DH5858
 DH5858  HORZ ORDER  -  SPECIAL (CORS)
 DH5858  ELLP ORDER  -  SPECIAL (CORS)
 DH5858
 DH5858.ITRF positions are available for this station.
 DH5858.The coordinates were established by GPS observations
 DH5858.and adjusted by the National Geodetic Survey in September 2005..
 DH5858.The coordinates are valid at the epoch date displayed above.
 DH5858.The epoch date for horizontal control is a decimal equivalence
 DH5858.of Year/Month/Day.
 DH5858
 DH5858
 DH5858.The PID for the CORS L1 Phase Center is DH5859.
 DH5858
 DH5858.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5858
 DH5858.The ellipsoidal height was determined by GPS observations
 DH5858.and is referenced to NAD 83.
 DH5858
 DH5858.The geoid height was determined by GEOID03.
 DH5858
 DH5858;                    North         East     Units Scale Factor Converg.
 DH5858;SPC VA S     - 1,106,727.888 3,597,320.705   MT  0.99994631   +0 39 58.2
 DH5858;SPC VA S     - 3,630,989.75 11,802,209.68   sFT  0.99994631   +0 39 58.2
 DH5858
 DH5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5858!SPC VA S     -   1.00000129  x   0.99994631  =   0.99994760
 DH5858
 DH5858                          SUPERSEDED SURVEY CONTROL
 DH5858
 DH5858.No superseded survey control is available for this station.
 DH5858
 DH5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8704329746(NAD 83)
 DH5858_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5858
 DH5858                          STATION DESCRIPTION
 DH5858
 DH5858'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5858'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5858'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5858'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5858'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5858'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH5859 ***********************************************************************
 DH5859  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5859  DESIGNATION -  ED SNIDER CORS L1 PHASE CENTER
 DH5859  CORS_ID     -  VARI
 DH5859  PID         -  DH5859
 DH5859  STATE/COUNTY-  VA/CHESTERFIELD
 DH5859  USGS QUAD   -  CHESTER (1994)
 DH5859
 DH5859                         *CURRENT SURVEY CONTROL
 DH5859  ___________________________________________________________________
 DH5859* NAD 83(CORS)-  37 17 23.88606(N)    077 24 08.59277(W)     ADJUSTED  
 DH5859* NAVD 88     -                                                        
 DH5859  ___________________________________________________________________
 DH5859  EPOCH DATE  -        2002.00
 DH5859  X           -   1,108,082.134 (meters)                     COMP
 DH5859  Y           -  -4,958,244.737 (meters)                     COMP
 DH5859  Z           -   3,843,039.817 (meters)                     COMP
 DH5859  ELLIP HEIGHT-          -8.17  (meters)          (09/??/05) GPS OBS
 DH5859  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DH5859
 DH5859  HORZ ORDER  -  SPECIAL (CORS)
 DH5859  ELLP ORDER  -  SPECIAL (CORS)
 DH5859
 DH5859.ITRF positions are available for this station.
 DH5859.The coordinates were established by GPS observations
 DH5859.and adjusted by the National Geodetic Survey in September 2005..
 DH5859.The coordinates are valid at the epoch date displayed above.
 DH5859.The epoch date for horizontal control is a decimal equivalence
 DH5859.of Year/Month/Day.
 DH5859
 DH5859
 DH5859.The PID for the CORS ARP is DH5858.
 DH5859
 DH5859.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5859
 DH5859.The ellipsoidal height was determined by GPS observations
 DH5859.and is referenced to NAD 83.
 DH5859
 DH5859.The geoid height was determined by GEOID03.
 DH5859
 DH5859;                    North         East     Units Scale Factor Converg.
 DH5859;SPC VA S     - 1,106,727.889 3,597,320.706   MT  0.99994631   +0 39 58.2
 DH5859;SPC VA S     - 3,630,989.75 11,802,209.68   sFT  0.99994631   +0 39 58.2
 DH5859
 DH5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5859!SPC VA S     -   1.00000128  x   0.99994631  =   0.99994759
 DH5859
 DH5859                          SUPERSEDED SURVEY CONTROL
 DH5859
 DH5859.No superseded survey control is available for this station.
 DH5859
 DH5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8704329746(NAD 83)
 DH5859_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5859
 DH5859                          STATION DESCRIPTION
 DH5859
 DH5859'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5859'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5859'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5859'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5859'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5859'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4924 ***********************************************************************
 GV4924  DESIGNATION -  EDEN
 GV4924  PID         -  GV4924
 GV4924  STATE/COUNTY-  VA/KING WILLIAM
 GV4924  USGS QUAD   -  NEW KENT (1978)
 GV4924
 GV4924                         *CURRENT SURVEY CONTROL
 GV4924  ___________________________________________________________________
 GV4924* NAD 83(1993)-  37 35 05.51811(N)    076 57 49.05835(W)     ADJUSTED  
 GV4924* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV4924  ___________________________________________________________________
 GV4924  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 GV4924  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 GV4924
 GV4924  HORZ ORDER  -  THIRD
 GV4924
 GV4924.The horizontal coordinates were established by classical geodetic methods
 GV4924.and adjusted by the National Geodetic Survey in November 1994..
 GV4924
 GV4924.The orthometric height was scaled from a topographic map.
 GV4924
 GV4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4924
 GV4924.The geoid height was determined by GEOID03.
 GV4924
 GV4924;                    North         East     Units Scale Factor Converg.
 GV4924;SPC VA S     - 1,139,994.030 3,635,688.107   MT  0.99995258   +0 55 56.9
 GV4924;SPC VA S     - 3,740,130.41 11,928,086.73   sFT  0.99995258   +0 55 56.9
 GV4924;UTM  18      - 4,161,569.190   326,622.688   MT  0.99997027   -1 11 52.7
 GV4924
 GV4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4924!SPC VA S     -   1.00000400  x   0.99995258  =   0.99995658
 GV4924!UTM  18      -   1.00000400  x   0.99997027  =   0.99997427
 GV4924
 GV4924|---------------------------------------------------------------------|
 GV4924| PID    Reference Object                     Distance      Geod. Az  |
 GV4924|                                                           dddmmss.s |
 GV4924| DC9211 EDEN RM 2                             7.273 METERS 03836     |
 GV4924| DC9212 EDEN RM 3                            13.951 METERS 11230     |
 GV4924| GV4982 SLIP                                APPROX. 0.7 KM 1633315.1 |
 GV4924| GV5002 WHALE                               APPROX. 0.5 KM 1922155.9 |
 GV4924| GV4903 BLUE                                209.065 METERS 22235     |
 GV4924| GV4948 JAMES                               475.656 METERS 2774136.6 |
 GV4924| GV4920 DANSY                               404.590 METERS 3080938.6 |
 GV4924| GV4928 FISHHOUSE CHIMNEY                   346.480 METERS 31057     |
 GV4924| DC9210 EDEN RM 1                            20.589 METERS 31714     |
 GV4924|---------------------------------------------------------------------|
 GV4924
 GV4924                          SUPERSEDED SURVEY CONTROL
 GV4924
 GV4924  NAD 83(1986)-  37 35 05.51971(N)    076 57 49.07423(W) AD(       ) 3
 GV4924  NAD 27      -  37 35 04.97600(N)    076 57 50.18700(W) AD(       ) 3
 GV4924
 GV4924.Superseded values are not recommended for survey control.
 GV4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4924.See file dsdata.txt to determine how the superseded data were derived.
 GV4924
 GV4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2662361569(NAD 83)
 GV4924_MARKER: DS = TRIANGULATION STATION DISK
 GV4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4924
 GV4924  HISTORY     - Date     Condition        Report By
 GV4924  HISTORY     - 1912     MONUMENTED       CGS
 GV4924  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4924  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4924
 GV4924                          STATION DESCRIPTION
 GV4924
 GV4924'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4924'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4924'ON WHAT IS KNOWN AS THE JOHNSON FARM, ABOUT 200 METERS ABOVE
 GV4924'OLD JOHNSON WHARF, 23 FEET BELOW PLAIN PATH LEADING UP HILL,
 GV4924'20.5 METERS BELOW THE WATER FENCE, JUST AT HIGH WATER ON A
 GV4924'GRASSY FLAT, 7 METERS IN FRONT OF SHARP LINE OF BRUSH AND ABOUT
 GV4924'MIDWAY BETWEEN SMALL DRAINS RUNNING TO RIVER.
 GV4924'
 GV4924'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4924'BRASS PLATE WITH SMALL TRIANGLE IN ITS TOP SURFACE, REINFORCED
 GV4924'IN PLACE.
 GV4924'
 GV4924'REFERENCE MARK NO. 1 IS SPIKE IN DOWN RIVER SIDE OF 8-INCH
 GV4924'POPLAR TREE AT WATER FENCE, DISTANT 20.589 METERS ON LINE
 GV4924'153 DEG 40 MIN 28 SEC TO RIGHT OF STATION SLIP.
 GV4924'
 GV4924'REFERENCE MARK NO. 2 IS SPIKE IN TRIANGLE CUT ON A 5-INCH
 GV4924'CEDAR, DISTANT 7.273 METERS ON LINE 235 DEG 02 MIN 48 SEC
 GV4924'TO RIGHT OF LINE TO STATION SLIP.
 GV4924'
 GV4924'REFERENCE MARK NO. 3 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4924'WITH BRASS PLATE REINFORCED IN TOP, AT UPPER SIDE OF LITTLE
 GV4924'PATH AND BROOK, DISTANT 13.951 METERS ON LINE 308 DEG 57 MIN
 GV4924'01 SEC TO RIGHT OF LINE TO STATION SLIP.
 GV4924
 GV4924                          STATION RECOVERY (1999)
 GV4924
 GV4924'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4924'MARK NOT FOUND.
 GV4924
 GV4924                          STATION RECOVERY (2003)
 GV4924
 GV4924'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1602 ***********************************************************************
 FX1602  DESIGNATION -  EDGERTON
 FX1602  PID         -  FX1602
 FX1602  STATE/COUNTY-  VA/BRUNSWICK
 FX1602  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1602
 FX1602                         *CURRENT SURVEY CONTROL
 FX1602  ___________________________________________________________________
 FX1602* NAD 83(1986)-  36 46 45.     (N)    077 46 42.     (W)     SCALED    
 FX1602* NAVD 88     -        96.526  (meters)     316.69   (feet)  ADJUSTED  
 FX1602  ___________________________________________________________________
 FX1602  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 FX1602  DYNAMIC HT  -          96.451 (meters)     316.44  (feet)  COMP
 FX1602  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 FX1602
 FX1602  VERT ORDER  -  SECOND    CLASS 0
 FX1602
 FX1602.The horizontal coordinates were scaled from a topographic map and have
 FX1602.an estimated accuracy of +/- 6 seconds.
 FX1602
 FX1602.The orthometric height was determined by differential leveling
 FX1602.and adjusted by the National Geodetic Survey in June 1991..
 FX1602
 FX1602.The geoid height was determined by GEOID03.
 FX1602
 FX1602.The dynamic height is computed by dividing the NAVD 88
 FX1602.geopotential number by the normal gravity value computed on the
 FX1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1602.degrees latitude (g = 980.6199 gals.).
 FX1602
 FX1602.The modeled gravity was interpolated from observed gravity values.
 FX1602
 FX1602;                    North         East    Units  Estimated Accuracy
 FX1602;SPC VA S     - 1,049,720.    3,564,420.      MT  (+/- 180 meters Scaled)
 FX1602
 FX1602                          SUPERSEDED SURVEY CONTROL
 FX1602
 FX1602  NGVD 29 (??/??/92)   96.859  (m)          317.78   (f) ADJ UNCH    2 0
 FX1602
 FX1602.Superseded values are not recommended for survey control.
 FX1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1602.See file dsdata.txt to determine how the superseded data were derived.
 FX1602
 FX1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF520739(NAD 83)
 FX1602_MARKER: DG = GRAVITY STATION DISK
 FX1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1602_SP_SET: SIGNAL BASE
 FX1602_STAMPING: EDGERTON 1938
 FX1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1602
 FX1602  HISTORY     - Date     Condition        Report By
 FX1602  HISTORY     - 1938     MONUMENTED       CGS
 FX1602  HISTORY     - 1966     GOOD             NGS
 FX1602  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 FX1602
 FX1602                          STATION DESCRIPTION
 FX1602
 FX1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FX1602'5.4 MI E FROM LAWRENCEVILLE.
 FX1602'ABOUT 5.4 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1602'OF U.S. HIGHWAY 58 BY-PASS AND STATE HIGHWAY 46 AT THE SOUTH
 FX1602'EDGE OF LAWRENCEVILLE, 300 FEET WEST OF COUNTY ROAD 712, 30 FEET
 FX1602'NORTH OF THE CENTERLINE OF HIGHWAY, 50 FEET EAST OF POWER LINE
 FX1602'POLE NO. N.A. 50-1, 1.3 FEET WEST OF A ESSO SIGN, SET IN THE
 FX1602'TOP OF THE NORTHEAST CORNER OF A ABANDOND SIGNAL BASE AND IS ABOUT
 FX1602'LEVEL WITH THE HIGHWAY.
 FX1602
 FX1602                          STATION RECOVERY (2001)
 FX1602
 FX1602'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5432 ***********************************************************************
 GV5432  DESIGNATION -  EDGEWORTH WRVA EAST RAD TWR
 GV5432  PID         -  GV5432
 GV5432  STATE/COUNTY-  VA/HENRICO
 GV5432  USGS QUAD   -  DUTCH GAP (1994)
 GV5432
 GV5432                         *CURRENT SURVEY CONTROL
 GV5432  ___________________________________________________________________
 GV5432* NAD 83(1993)-  37 24 17.83504(N)    077 18 51.22898(W)     ADJUSTED  
 GV5432* NAVD 88     -                                                        
 GV5432  ___________________________________________________________________
 GV5432  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GV5432  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV5432
 GV5432  HORZ ORDER  -  THIRD
 GV5432
 GV5432.The horizontal coordinates were established by classical geodetic methods
 GV5432.and adjusted by the National Geodetic Survey in September 1995..
 GV5432
 GV5432
 GV5432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5432
 GV5432.The geoid height was determined by GEOID03.
 GV5432
 GV5432;                    North         East     Units Scale Factor Converg.
 GV5432;SPC VA S     - 1,119,582.325 3,604,976.502   MT  0.99994561   +0 43 10.8
 GV5432;SPC VA S     - 3,673,163.01 11,827,327.07   sFT  0.99994561   +0 43 10.8
 GV5432;UTM  18      - 4,142,310.334   295,171.289   MT  1.00011682   -1 24 22.5
 GV5432
 GV5432                          SUPERSEDED SURVEY CONTROL
 GV5432
 GV5432  NAD 83(1993)-  37 24 17.83548(N)    077 18 51.22882(W) AD(       ) 4
 GV5432  NAD 83(1986)-  37 24 17.84128(N)    077 18 51.24608(W) AD(       ) 4
 GV5432  NAD 27      -  37 24 17.31800(N)    077 18 52.32500(W) AD(       ) 3
 GV5432
 GV5432.Superseded values are not recommended for survey control.
 GV5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5432.See file dsdata.txt to determine how the superseded data were derived.
 GV5432
 GV5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9517142310(NAD 83)
 GV5432_MARKER: 43 = RADIO/TV TOWER
 GV5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5432+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 GV5432
 GV5432  HISTORY     - Date     Condition        Report By
 GV5432  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5432  HISTORY     - 20001208 GOOD             USPSQD
 GV5432  HISTORY     - 20040605 GOOD             USPSQD
 GV5432
 GV5432                          STATION DESCRIPTION
 GV5432
 GV5432'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5433 ***********************************************************************
 GV5433  DESIGNATION -  EDGEWORTH WRVA WEST RAD TWR
 GV5433  PID         -  GV5433
 GV5433  STATE/COUNTY-  VA/HENRICO
 GV5433  USGS QUAD   -  DUTCH GAP (1994)
 GV5433
 GV5433                         *CURRENT SURVEY CONTROL
 GV5433  ___________________________________________________________________
 GV5433* NAD 83(1993)-  37 24 14.79795(N)    077 18 55.18571(W)     ADJUSTED  
 GV5433* NAVD 88     -                                                        
 GV5433  ___________________________________________________________________
 GV5433  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 GV5433  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GV5433
 GV5433  HORZ ORDER  -  THIRD
 GV5433
 GV5433.The horizontal coordinates were established by classical geodetic methods
 GV5433.and adjusted by the National Geodetic Survey in September 1995..
 GV5433
 GV5433
 GV5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5433
 GV5433.The geoid height was determined by GEOID03.
 GV5433
 GV5433;                    North         East     Units Scale Factor Converg.
 GV5433;SPC VA S     - 1,119,487.484 3,604,880.379   MT  0.99994560   +0 43 08.4
 GV5433;SPC VA S     - 3,672,851.85 11,827,011.71   sFT  0.99994560   +0 43 08.4
 GV5433;UTM  18      - 4,142,219.109   295,071.698   MT  1.00011733   -1 24 24.8
 GV5433
 GV5433                          SUPERSEDED SURVEY CONTROL
 GV5433
 GV5433  NAD 83(1993)-  37 24 14.79839(N)    077 18 55.18554(W) AD(       ) 4
 GV5433  NAD 83(1986)-  37 24 14.80416(N)    077 18 55.20283(W) AD(       ) 4
 GV5433  NAD 27      -  37 24 14.28800(N)    077 18 56.27800(W) AD(       ) 3
 GV5433
 GV5433.Superseded values are not recommended for survey control.
 GV5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5433.See file dsdata.txt to determine how the superseded data were derived.
 GV5433
 GV5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9507242219(NAD 83)
 GV5433_MARKER: 43 = RADIO/TV TOWER
 GV5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5433+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 GV5433
 GV5433  HISTORY     - Date     Condition        Report By
 GV5433  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5433  HISTORY     - 20001208 GOOD             USPSQD
 GV5433  HISTORY     - 20040605 GOOD             USPSQD
 GV5433
 GV5433                          STATION DESCRIPTION
 GV5433
 GV5433'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2201 ***********************************************************************
 HV2201  DESIGNATION -  EDSALL
 HV2201  PID         -  HV2201
 HV2201  STATE/COUNTY-  VA/FAIRFAX
 HV2201  USGS QUAD   -  ANNANDALE (1994)
 HV2201
 HV2201                         *CURRENT SURVEY CONTROL
 HV2201  ___________________________________________________________________
 HV2201* NAD 83(1993)-  38 48 08.81124(N)    077 09 48.43860(W)     ADJUSTED  
 HV2201* NAVD 88     -        75.279  (meters)     246.98   (feet)  ADJUSTED  
 HV2201  ___________________________________________________________________
 HV2201  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HV2201  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV2201  DYNAMIC HT  -          75.237 (meters)     246.84  (feet)  COMP
 HV2201  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 HV2201
 HV2201  HORZ ORDER  -  THIRD
 HV2201  VERT ORDER  -  SECOND    CLASS 0
 HV2201
 HV2201.The horizontal coordinates were established by classical geodetic methods
 HV2201.and adjusted by the National Geodetic Survey in November 1994..
 HV2201
 HV2201.The orthometric height was determined by differential leveling
 HV2201.and adjusted by the National Geodetic Survey in June 1991..
 HV2201
 HV2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2201
 HV2201.The geoid height was determined by GEOID03.
 HV2201
 HV2201.The dynamic height is computed by dividing the NAVD 88
 HV2201.geopotential number by the normal gravity value computed on the
 HV2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2201.degrees latitude (g = 980.6199 gals.).
 HV2201
 HV2201.The modeled gravity was interpolated from observed gravity values.
 HV2201
 HV2201;                    North         East     Units Scale Factor Converg.
 HV2201;SPC VA N     - 2,126,916.169 3,616,091.848   MT  0.99995358   +0 50 03.0
 HV2201;SPC VA N     - 6,978,057.46 11,863,794.67   sFT  0.99995358   +0 50 03.0
 HV2201;UTM  18      - 4,297,077.540   312,133.115   MT  1.00003463   -1 21 22.0
 HV2201
 HV2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2201!SPC VA N     -   0.99999321  x   0.99995358  =   0.99994679
 HV2201!UTM  18      -   0.99999321  x   1.00003463  =   1.00002784
 HV2201
 HV2201|---------------------------------------------------------------------|
 HV2201| PID    Reference Object                     Distance      Geod. Az  |
 HV2201|                                                           dddmmss.s |
 HV2201| HV2202 EDSALL RM 1                          18.268 METERS 03927     |
 HV2201| DC6235 EDSALL AZ MK                                       2180012.7 |
 HV2201| HV2203 EDSALL RM 2                          28.719 METERS 27710     |
 HV2201|---------------------------------------------------------------------|
 HV2201
 HV2201                          SUPERSEDED SURVEY CONTROL
 HV2201
 HV2201  NAD 83(1993)-  38 48 08.80967(N)    077 09 48.44174(W) AD(       ) 3
 HV2201  NAD 83(1986)-  38 48 08.81025(N)    077 09 48.45125(W) AD(       ) 3
 HV2201  NAD 27      -  38 48 08.40350(N)    077 09 49.51811(W) AD(       ) 3
 HV2201  NGVD 29 (??/??/??)   75.535  (m)          247.82   (f) ADJUSTED    2 0
 HV2201
 HV2201.Superseded values are not recommended for survey control.
 HV2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2201.See file dsdata.txt to determine how the superseded data were derived.
 HV2201
 HV2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1213397078(NAD 83)
 HV2201_MARKER: DS = TRIANGULATION STATION DISK
 HV2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2201_STAMPING: EDSALL 1957
 HV2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2201+STABILITY: SURFACE MOTION
 HV2201
 HV2201  HISTORY     - Date     Condition        Report By
 HV2201  HISTORY     - 1957     MONUMENTED       CGS
 HV2201  HISTORY     - 1960     GOOD             CGS
 HV2201
 HV2201                          STATION DESCRIPTION
 HV2201
 HV2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV2201'THE STATION APPROXIMATELY 3 MILES SOUTHEAST OF ANNANDALE,
 HV2201'ABOUT 5 MILES WEST-SOUTHWEST OF THE WASHINGTON MASONIC MEMORIAL
 HV2201'IN ALEXANDRIA, 1/2 MILE NORTHWEST OF EDSALL, ABOUT 60 FEET
 HV2201'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE EDSALL ROAD
 HV2201'OVERPASS AND ON VIRGINIA HIGHWAY RIGHT-OF-WAY.
 HV2201'
 HV2201'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 236 AND 244
 HV2201'IN ANNANDALE, GO EAST ON STATE HIGHWAY 236 FOR 3.1 MILES
 HV2201'TO U.S. HIGHWAY 350 (SHIRLEY HIGHWAY), TURN RIGHT ON U.S.
 HV2201'HIGHWAY 350 AND GO 1.7 MILES TO THE EDSALL ROAD OVERPASS
 HV2201'AND THE STATION ON THE RIGHT.  (CONTINUE SOUTHERLY ON U.S.
 HV2201'HIGHWAY 350 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE EAST
 HV2201'SIDE OF RIGHT-OF-WAY.)
 HV2201'
 HV2201'STATION MARKS ARE STANDARD DISKS STAMPED EDSALL 1957.  THE
 HV2201'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HV2201'THE SURFACE OF THE GROUND.  IT IS 76 FEET SOUTH OF THE CENTER
 HV2201'OF EDSALL ROAD, 68 FEET NORTHWEST OF THE CENTER OF THE WEST
 HV2201'LANE OF U.S. HIGHWAY 350, 19 FEET EAST OF A SMALL PINE TREE
 HV2201'AND ABOUT 10 FEET HIGHER THAN U.S. HIGHWAY 350.  THE UNDERGROUND
 HV2201'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 HV2201'THE SURFACE OF THE GROUND.
 HV2201'
 HV2201'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EDSALL NO
 HV2201'1 1957, IS CEMENTED IN THE SOUTHWEST END OF THE BRIDGE ABUTMENT.
 HV2201'
 HV2201'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDSALL NO
 HV2201'2 1957, IS SET IN SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HV2201'OF THE GROUND.  IT IS IN THE WOODED AREA WEST OF THE STATION.
 HV2201'
 HV2201'AZIMUTH MARK, A STANDARD DISK STAMPED EDSALL 1957, IS SET
 HV2201'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV2201'GROUND.  IT IS 78 FEET SOUTHEAST OF THE CENTER OF THE EAST
 HV2201'LANE OF U.S. HIGHWAY 350, 19 FEET WEST-SOUTHWEST OF A SMALL
 HV2201'PINE TREE AND ABOUT 15 FEET HIGHER THAN U.S. HIGHWAY 350.
 HV2201'A STANDARD WITNESS POST WAS SET 5.5 FEET SOUTHEAST OF THE
 HV2201'MARK.
 HV2201'
 HV2201'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV2201
 HV2201                          STATION RECOVERY (1960)
 HV2201
 HV2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HV2201'1.6 MI NE FROM SPRINGFIELD.
 HV2201'ABOUT 0.75 MILE EAST ALONG CIRCUMFERENTIAL HIGHWAY FROM ITS
 HV2201'OVERPASS OVER BACK LICK ROAD AT SPRINGFIELD, THENCE ABOUT 0.85
 HV2201'MILE NORTHEAST ALONG SHIRLEY HIGHWAY (U.S. HIGHWAY 350), 68
 HV2201'FEET NORTHWEST OF CENTER LINE OF SOUTHWEST BOUND LANE OF SHIRLEY
 HV2201'HIGHWAY, 76 FEET SOUTH OF THE CENTER LINE OF EDSALL ROAD, 19 FEET
 HV2201'EAST OF A SMALL PINE TREE, 94.2 FEET EAST-NORTHEAST OF R M 2,
 HV2201'59.9 FEET SOUTH-SOUTHWEST OF R M 1, ABOUT 10 FEET ABOVE THE LEVEL
 HV2201'OF SHIRLEY HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH
 HV2201'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2202 ***********************************************************************
 HV2202  DESIGNATION -  EDSALL RM 1
 HV2202  PID         -  HV2202
 HV2202  STATE/COUNTY-  VA/FAIRFAX
 HV2202  USGS QUAD   -  ANNANDALE (1994)
 HV2202
 HV2202                         *CURRENT SURVEY CONTROL
 HV2202  ___________________________________________________________________
 HV2202* NAD 83(1986)-  38 48 08.     (N)    077 09 48.     (W)     SCALED    
 HV2202* NAVD 88     -        78.156  (meters)     256.42   (feet)  ADJUSTED  
 HV2202  ___________________________________________________________________
 HV2202  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV2202  DYNAMIC HT  -          78.114 (meters)     256.28  (feet)  COMP
 HV2202  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 HV2202
 HV2202  VERT ORDER  -  SECOND    CLASS 0
 HV2202
 HV2202.The horizontal coordinates were scaled from a topographic map and have
 HV2202.an estimated accuracy of +/- 6 seconds.
 HV2202
 HV2202.The orthometric height was determined by differential leveling
 HV2202.and adjusted by the National Geodetic Survey in June 1991..
 HV2202
 HV2202.The geoid height was determined by GEOID03.
 HV2202
 HV2202.The dynamic height is computed by dividing the NAVD 88
 HV2202.geopotential number by the normal gravity value computed on the
 HV2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2202.degrees latitude (g = 980.6199 gals.).
 HV2202
 HV2202.The modeled gravity was interpolated from observed gravity values.
 HV2202
 HV2202;                    North         East    Units  Estimated Accuracy
 HV2202;SPC VA N     - 2,126,890.    3,616,100.      MT  (+/- 180 meters Scaled)
 HV2202
 HV2202                          SUPERSEDED SURVEY CONTROL
 HV2202
 HV2202  NGVD 29 (??/??/??)   78.412  (m)          257.26   (f) ADJUSTED    2 0
 HV2202
 HV2202.Superseded values are not recommended for survey control.
 HV2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2202.See file dsdata.txt to determine how the superseded data were derived.
 HV2202
 HV2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH121970(NAD 83)
 HV2202_MARKER: DR = REFERENCE MARK DISK
 HV2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2202_SP_SET: ABUTMENT
 HV2202_STAMPING: EDSALL NO 1 1957
 HV2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2202
 HV2202  HISTORY     - Date     Condition        Report By
 HV2202  HISTORY     - 1957     MONUMENTED       CGS
 HV2202  HISTORY     - 1960     GOOD             CGS
 HV2202
 HV2202                          STATION DESCRIPTION
 HV2202
 HV2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2202'1.6 MI NE FROM SPRINGFIELD.
 HV2202'59.9 FEET NORTH-NORTHEAST OF TRIANGULATION STATION EDSALL,
 HV2202'DESCRIBED, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF EDSALL
 HV2202'ROAD OVERPASS OVER SHIRLEY HIGHWAY (U.S. HIGHWAY 350).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2203 ***********************************************************************
 HV2203  DESIGNATION -  EDSALL RM 2
 HV2203  PID         -  HV2203
 HV2203  STATE/COUNTY-  VA/FAIRFAX
 HV2203  USGS QUAD   -  ANNANDALE (1994)
 HV2203
 HV2203                         *CURRENT SURVEY CONTROL
 HV2203  ___________________________________________________________________
 HV2203* NAD 83(1986)-  38 48 08.     (N)    077 09 48.     (W)     SCALED    
 HV2203* NAVD 88     -        76.222  (meters)     250.07   (feet)  ADJUSTED  
 HV2203  ___________________________________________________________________
 HV2203  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV2203  DYNAMIC HT  -          76.181 (meters)     249.94  (feet)  COMP
 HV2203  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 HV2203
 HV2203  VERT ORDER  -  SECOND    CLASS 0
 HV2203
 HV2203.The horizontal coordinates were scaled from a topographic map and have
 HV2203.an estimated accuracy of +/- 6 seconds.
 HV2203
 HV2203.The orthometric height was determined by differential leveling
 HV2203.and adjusted by the National Geodetic Survey in June 1991..
 HV2203
 HV2203.The geoid height was determined by GEOID03.
 HV2203
 HV2203.The dynamic height is computed by dividing the NAVD 88
 HV2203.geopotential number by the normal gravity value computed on the
 HV2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2203.degrees latitude (g = 980.6199 gals.).
 HV2203
 HV2203.The modeled gravity was interpolated from observed gravity values.
 HV2203
 HV2203;                    North         East    Units  Estimated Accuracy
 HV2203;SPC VA N     - 2,126,890.    3,616,100.      MT  (+/- 180 meters Scaled)
 HV2203
 HV2203                          SUPERSEDED SURVEY CONTROL
 HV2203
 HV2203  NGVD 29 (??/??/??)   76.478  (m)          250.91   (f) ADJUSTED    2 0
 HV2203
 HV2203.Superseded values are not recommended for survey control.
 HV2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2203.See file dsdata.txt to determine how the superseded data were derived.
 HV2203
 HV2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH121970(NAD 83)
 HV2203_MARKER: DR = REFERENCE MARK DISK
 HV2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2203_STAMPING: EDSALL NO 2 1957
 HV2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2203+STABILITY: SURFACE MOTION
 HV2203
 HV2203  HISTORY     - Date     Condition        Report By
 HV2203  HISTORY     - 1957     MONUMENTED       CGS
 HV2203  HISTORY     - 1960     GOOD             CGS
 HV2203
 HV2203                          STATION DESCRIPTION
 HV2203
 HV2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2203'1.6 MI NE FROM SPRINGFIELD.
 HV2203'94.2 FEET WEST-SOUTHWEST OF TRIANGULATION-STATION EDSALL, DESCRIBED,
 HV2203'IN A WOODED AREA, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 HV2203'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0839 ***********************************************************************
 HW0839  DESIGNATION -  EDWARDS
 HW0839  PID         -  HW0839
 HW0839  STATE/COUNTY-  VA/ROCKINGHAM
 HW0839  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0839
 HW0839                         *CURRENT SURVEY CONTROL
 HW0839  ___________________________________________________________________
 HW0839* NAD 83(1993)-  38 19 15.13455(N)    078 56 21.41097(W)     ADJUSTED  
 HW0839* NAVD 88     -       406.836  (meters)    1334.76   (feet)  ADJUSTED  
 HW0839  ___________________________________________________________________
 HW0839  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HW0839  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0839  DYNAMIC HT  -         406.537 (meters)    1333.78  (feet)  COMP
 HW0839  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 HW0839
 HW0839  HORZ ORDER  -  SECOND
 HW0839  VERT ORDER  -  SECOND    CLASS 0
 HW0839
 HW0839.The horizontal coordinates were established by classical geodetic methods
 HW0839.and adjusted by the National Geodetic Survey in November 1994..
 HW0839
 HW0839.The orthometric height was determined by differential leveling
 HW0839.and adjusted by the National Geodetic Survey in June 1991..
 HW0839
 HW0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0839
 HW0839.The geoid height was determined by GEOID03.
 HW0839
 HW0839.The dynamic height is computed by dividing the NAVD 88
 HW0839.geopotential number by the normal gravity value computed on the
 HW0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0839.degrees latitude (g = 980.6199 gals.).
 HW0839
 HW0839.The modeled gravity was interpolated from observed gravity values.
 HW0839
 HW0839;                    North         East     Units Scale Factor Converg.
 HW0839;SPC VA N     - 2,072,707.086 3,461,587.221   MT  0.99996171   -0 16 27.0
 HW0839;SPC VA N     - 6,800,206.50 11,356,890.74   sFT  0.99996171   -0 16 27.0
 HW0839;UTM  17      - 4,243,426.485   680,143.539   MT  0.99999967   +1 16 41.2
 HW0839
 HW0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0839!SPC VA N     -   0.99994125  x   0.99996171  =   0.99990296
 HW0839!UTM  17      -   0.99994125  x   0.99999967  =   0.99994092
 HW0839
 HW0839:                Primary Azimuth Mark                     Grid Az
 HW0839:SPC VA N     -  HARRISONBURG THE CRAFTSMAN TK            017 44 06.2
 HW0839:UTM  17      -  HARRISONBURG THE CRAFTSMAN TK            016 10 58.0
 HW0839
 HW0839|---------------------------------------------------------------------|
 HW0839| PID    Reference Object                     Distance      Geod. Az  |
 HW0839|                                                           dddmmss.s |
 HW0839| HW3384 HARRISONBURG THE CRAFTSMAN TK       APPROX.13.5 KM 0172739.2 |
 HW0839| HW3386 HARRISONBURG WAMPLER FEED TANK      APPROX.13.3 KM 0172949.8 |
 HW0839| HW3381 HARRISONBURG CENTRAL CHEM TK        APPROX.13.7 KM 0184850.3 |
 HW0839| HW0837 EDWARDS RM 1                         68.656 METERS 13749     |
 HW0839| HW3227 EDWARDS AZ MK                                      1595908.5 |
 HW0839| HW0838 EDWARDS RM 2                         67.135 METERS 21103     |
 HW0839|---------------------------------------------------------------------|
 HW0839
 HW0839                          SUPERSEDED SURVEY CONTROL
 HW0839
 HW0839  NAD 83(1986)-  38 19 15.13780(N)    078 56 21.41790(W) AD(       ) 2
 HW0839  NAD 27      -  38 19 14.67060(N)    078 56 22.31790(W) AD(       ) 2
 HW0839  NGVD 29 (??/??/92)  406.976  (m)         1335.22   (f) ADJ UNCH    2 0
 HW0839
 HW0839.Superseded values are not recommended for survey control.
 HW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0839.See file dsdata.txt to determine how the superseded data were derived.
 HW0839
 HW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8014443426(NAD 83)
 HW0839_MARKER: DS = TRIANGULATION STATION DISK
 HW0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0839_STAMPING: EDWARDS 1957
 HW0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0839+STABILITY: SURFACE MOTION
 HW0839
 HW0839  HISTORY     - Date     Condition        Report By
 HW0839  HISTORY     - 1957     MONUMENTED       CGS
 HW0839  HISTORY     - 1958     GOOD             NGS
 HW0839  HISTORY     - 1966     GOOD             CGS
 HW0839
 HW0839                          STATION DESCRIPTION
 HW0839
 HW0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW0839'STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF MT CRAWFORD,
 HW0839'3 MILES NORTHWEST OF WEYERS CAVE, 4.5 MILES NORTH-NORTHEAST
 HW0839'OF MT SIDNEY ON A HIGH PEAKED KNOLL IN A CULTIVATED FIELD.
 HW0839'
 HW0839'STATION, STAMPED EDWARDS 1957, ON THE HIGHEST PART OF HILL,
 HW0839'221 FEET NORTHEAST OF A TRIANGULAR BLAZED TREE AND IS ABOUT 1
 HW0839'FOOT BELOW THE SURFACE OF THE GROUND.
 HW0839'
 HW0839'R.M. 1, STAMPED EDWARDS NO 1 1957, SET FLUSH WITH THE SURFACE OF
 HW0839'THE GROUND, 10 FEET EAST OF A TRIANGULAR BLAZED TREE, 5 FEET
 HW0839'WEST OF A TRIANGULAR BLAZED PINE TREE, 1 FOOT NORTH OF THE FENCE
 HW0839'AND ABOUT 20 FEET BELOW THE ELEVATION OF THE STATION.
 HW0839'
 HW0839'R.M. 2, STAMPED EDWARDS NO 2 1957, PROJECTS ABOUT 6 INCHES,
 HW0839'6 FEET NORTHEAST OF A TRIANGULAR BLAZED PINE TREE, 1 FOOT
 HW0839'NORTH OF THE FENCE AND ABOUT 10 FEET BELOW THE ELEVATION OF THE
 HW0839'STATION.
 HW0839'
 HW0839'AZIMUTH MARK, STAMPED EDWARDS 1957, CEMENTED IN A DRILL HOLE IN
 HW0839'AN OUTCROPPING BEDROCK, 13 FEET WEST-SOUTHWEST OF THE FENCE,
 HW0839'35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 11 AND ABOUT 20
 HW0839'FEET ABOVE THE ROAD.
 HW0839'
 HW0839'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MT CRAWFORD, GO
 HW0839'SOUTHERLY ON U.S. HIGHWAY 11 FOR 2.7 MILES TO A FARM HOUSE ON
 HW0839'THE RIGHT.  (CONTINUE ON U.S. HIGHWAY 11 FOR 0.45 MILE TO THE
 HW0839'AZIMUTH MARK ON LEFT.) TURN RIGHT, GO THROUGH THE FARM YARD
 HW0839'ON TRACK ROAD ALONG THE SOUTH SIDE OF FIELD FOR 0.15 MILE TO
 HW0839'THE TOP OF HILL AND THE STATION.
 HW0839'
 HW0839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW0839
 HW0839                          STATION RECOVERY (1958)
 HW0839
 HW0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HW0839'3 MI S FROM MT CRAWFORD.
 HW0839'2.85 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0839'MT. CRAWFORD, THENCE 0.1 MILE WEST ALONG A FENCE LINE TO THE
 HW0839'TOP OF A HILL, ON THE PROPERTY OF MR. EDWARDS, 182 FEET NORTH
 HW0839'OF A 12-INCH CEDAR TREE AND FENCE LINE, 227 FEET NORTH-NORTHWEST
 HW0839'OF RM 1, 221.4 FEET NORTH-NORTHEAST OF RM 2, SET IN THE TOP OF
 HW0839'A CONCRETE POST NEAR THE HIGHEST PART OF BARE HILL AND 2-FEET
 HW0839'BELOW THE SURFACE OF THE GROUND.
 HW0839
 HW0839                          STATION RECOVERY (1966)
 HW0839
 HW0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 HW0839'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HW0839'THE AZIMUTH MARK AND THE REFERENCE MARKS WERE NOT LOOKED FOR.
 HW0839'
 HW0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 HW0839'SOUTHEAST OF MT. CRAWFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5486 ***********************************************************************
 HV5486  DESIGNATION -  EDWARDS
 HV5486  PID         -  HV5486
 HV5486  STATE/COUNTY-  VA/STAFFORD
 HV5486  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5486
 HV5486                         *CURRENT SURVEY CONTROL
 HV5486  ___________________________________________________________________
 HV5486* NAD 83(1993)-  38 19 55.70090(N)    077 23 49.32231(W)     ADJUSTED  
 HV5486* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 HV5486  ___________________________________________________________________
 HV5486  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HV5486  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV5486
 HV5486  HORZ ORDER  -  FIRST
 HV5486
 HV5486.The horizontal coordinates were established by classical geodetic methods
 HV5486.and adjusted by the National Geodetic Survey in November 1994..
 HV5486
 HV5486.The orthometric height was scaled from a topographic map.
 HV5486
 HV5486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5486
 HV5486.The geoid height was determined by GEOID03.
 HV5486
 HV5486;                    North         East     Units Scale Factor Converg.
 HV5486;SPC VA N     - 2,074,445.255 3,596,431.552   MT  0.99996072   +0 41 18.2
 HV5486;SPC VA N     - 6,805,909.14 11,799,292.52   sFT  0.99996072   +0 41 18.2
 HV5486;UTM  18      - 4,245,386.682   290,485.306   MT  1.00014063   -1 29 14.0
 HV5486
 HV5486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5486!SPC VA N     -   0.99999338  x   0.99996072  =   0.99995410
 HV5486!UTM  18      -   0.99999338  x   1.00014063  =   1.00013401
 HV5486
 HV5486:                Primary Azimuth Mark                     Grid Az
 HV5486:SPC VA N     -  EDWARDS RM 1                             111 35 10.7
 HV5486:UTM  18      -  EDWARDS RM 1                             113 45 42.9
 HV5486
 HV5486|---------------------------------------------------------------------|
 HV5486| PID    Reference Object                     Distance      Geod. Az  |
 HV5486|                                                           dddmmss.s |
 HV5486| DC6236 EDWARDS RM 1                                       1121628.9 |
 HV5486| DC6237 EDWARDS RM 2                         22.600 METERS 12413     |
 HV5486| HV5415 RICHMOND WASHINGTON AWY BN 50       APPROX.21.3 KM 1703434.3 |
 HV5486| HV5497 FREDERICKSBURG AMER VISCO STK       APPROX. 7.3 KM 2180950.1 |
 HV5486| DC6238 EDWARDS RM 3                         25.670 METERS 34923     |
 HV5486|---------------------------------------------------------------------|
 HV5486
 HV5486                          SUPERSEDED SURVEY CONTROL
 HV5486
 HV5486  NAD 83(1993)-  38 19 55.70281(N)    077 23 49.33590(W) AD(       ) 1
 HV5486  NAD 83(1986)-  38 19 55.70158(N)    077 23 49.33528(W) AD(       ) 1
 HV5486  NAD 27      -  38 19 55.24500(N)    077 23 50.39600(W) AD(       ) 1
 HV5486
 HV5486.Superseded values are not recommended for survey control.
 HV5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5486.See file dsdata.txt to determine how the superseded data were derived.
 HV5486
 HV5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9048545387(NAD 83)
 HV5486_MARKER: DS = TRIANGULATION STATION DISK
 HV5486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5486+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 HV5486
 HV5486  HISTORY     - Date     Condition        Report By
 HV5486  HISTORY     - 1934     MONUMENTED       CGS
 HV5486  HISTORY     - 1941     GOOD             CGS
 HV5486  HISTORY     - 20040301 GOOD             GEOMET
 HV5486
 HV5486                          STATION DESCRIPTION
 HV5486
 HV5486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5486'THIS FIRST-ORDER STATION IS ABOUT 7 MILES NE OF FREDERICKSBURG,
 HV5486'ON PROPERTY OF H.W. EDWARDS, ON HIGHEST POINT IN VICINITY,
 HV5486'WHERE HOG-BACK RIDGE TURNS TO NW, IN PASTURE.  STATION JUST
 HV5486'SW OF DEEP RAVINE, 63 PACES N OF RUINS OF OLD CHIMNEY, 52 PACES
 HV5486'N OF E-W WIRE FENCE, AND 57 PACES NE OF 12-INCH CEDAR.
 HV5486'
 HV5486'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5486'BRONZE DISKS SET IN CONCRETE.
 HV5486'
 HV5486'REFERENCE MARK NO. 1, (AZIMUTH MARK) IS ENE OF STATION, PROJECTS
 HV5486'4 INCHES, 4 PACES SE OF CENTER LINE OF ROAD, 3 FEET W OF W
 HV5486'SIDE OF CHARLES STONES BARN, 8 PACES NE OF SW CORNER OF BARN,
 HV5486'11 PACES SE OF LANE LEADING TO SMALL WHITE HOUSE.  REFERENCE
 HV5486'MARK NO. 2 PROJECTS 4 INCHES, IS E OF STATION, ON TOP OF SLOPE OF
 HV5486'HOG-BACK RIDGE, 21 PACES NE OF CENTER LINE OF FARM ROAD,
 HV5486'65 PACES N OF RUINS OF OLD CHIMNEY.  REFERENCE MARK NO. 3,
 HV5486'PROJECTS 4 INCHES, IS NW OF STATION, ON N TOP OF SLOPE OF
 HV5486'HOG-BACK RIDGE, 10 PACES NE OF CENTER LINE OF FARM ROAD.
 HV5486'
 HV5486'TO REACH STATION GO E OF STATE HIGHWAY 3, 0.45 MILE FROM
 HV5486'INTERSECTION OF U.S. HIGHWAY 1 WITH STATE HIGHWAY 3 IN
 HV5486'FREDERICKSBURG, ACROSS THE RAPPAHANNOCK RIVER TO ROAD LEFT,
 HV5486'STATE HIGHWAY 218, TURN LEFT AND FOLLOW STATE HIGHWAY 218
 HV5486'2.7 MILES TO SULLIVANS STORE, TURN LEFT ON DIRT ROAD AND
 HV5486'GO 0.7 MILE TO T-ROAD, GO RIGHT 150 YARDS TO T-ROAD, GO LEFT
 HV5486'0.3 MILE TO GATE AND FARM ROAD (RIGHT), TURN RIGHT THROUGH
 HV5486'GATE AND GO 0.2 MILE TO GATE AND FARM ROAD (LEFT), TURN LEFT
 HV5486'AND GO 0.2 MILE AROUND WHITE FRAME HOUSE TO GATE AND FARM
 HV5486'ROAD (RIGHT), TURN RIGHT THROUGH GATE AND GO 0.2 MILE PAST
 HV5486'RUINS OF OLD HOUSE TO STATION ON HIGHEST POINT IN VICINITY.
 HV5486'
 HV5486'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 HV5486
 HV5486                          STATION RECOVERY (1941)
 HV5486
 HV5486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5486'STATION AND REFERENCE MARKS RECOVERED AND IN GOOD CONDITION.  THE
 HV5486'FOLLOWING IS A NEW DESCRIPTION--
 HV5486'
 HV5486'STATION IS ABOUT 7 MILES NE OF FREDERICKSBURG, ON THE HIGHEST
 HV5486'POINT IN THE IMMEDIATE VICINITY, ON PROPERTY OWNED AND OCCUPIED
 HV5486'BY MR. EDWARDS.  IT IS ABOUT 200 FEET N OF THE NEW 1-STORY
 HV5486'WHITE HOUSE OCCUPIED BY MR. EDWARDS, IN AN UNCULTIVATED FIELD.
 HV5486'IT IS STAMPED EDWARDS 1934 AND PROJECTS 4 INCHES.
 HV5486'
 HV5486'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 HV5486'
 HV5486'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.35 MILE ENE OF THE
 HV5486'STATION ON PROPERTY OWNED AND OCCUPIED BY C.W. STONE.  IT IS
 HV5486'4 FEET W OF A LARGE DAIRY BARN AND 14 FEET E OF THE CENTER OF
 HV5486'A FARM ROAD.  MARK IS STAMPED EDWARDS 1934 AND PROJECTS 4 INCHES.
 HV5486'
 HV5486'REFERENCE MARK NO. 2 IS E OF THE STATION, ON THE N SLOPE OF
 HV5486'THE RIDGE.  IT IS STAMPED EDWARDS NO. 2 1934 AND PROJECTS
 HV5486'4 INCHES.
 HV5486'
 HV5486'REFERENCE MARK NO. 3 IS NW OF THE STATION, ON THE N SLOPE
 HV5486'OF THE RIDGE AND BEHIND THE N CORNER OF A POULTRY YARD.
 HV5486'IT IS STAMPED EDWARDS 1934 AND PROJECTS 4 INCHES.
 HV5486'
 HV5486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 HV5486'LARGE WHITE HOUSE, TURN LEFT BETWEEN THE BARNS AND GO 0.4 MILE
 HV5486'TO A T-INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO ANOTHER
 HV5486'T-INTERSECTION, TURN LEFT AND GO 0.25 MILE TO A REVERSED Y,
 HV5486'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A LARGE BARN ON THE
 HV5486'RIGHT AND MARK AS DESCRIBED.
 HV5486'
 HV5486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 HV5486'STATE HIGHWAY 3 IN FREDERICKSBURG, GO N ON STATE HIGHWAY 3
 HV5486'FOR 0.45 MILE TO ITS JUNCTION WITH STATE HIGHWAY 218, TAKE LEFT
 HV5486'FORK AND FOLLOW HIGHWAY 218 FOR 2.7 MILES TO SULLIVANS GROCERY
 HV5486'STORE AND A T-ROAD LEFT, TURN LEFT AND GO 0.7 MILE TO A
 HV5486'T-INTERSECTION, TURN RIGHT AND GO ABOUT 100 FEET TO A SIDE
 HV5486'ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO A GATE ON THE RIGHT,
 HV5486'TURN RIGHT THROUGH THE GATE AND GO 0.2 MILE TO ANOTHER GATE
 HV5486'AND FARM ROAD LEFT, GO THROUGH THE GATE AND TURN LEFT AROUND
 HV5486'A LARGE WHITE HOUSE FOR 0.2 MILE TO ANOTHER GATE RIGHT, TURN
 HV5486'RIGHT THROUGH THE GATE AND GO 0.25 MILE TO A SMALL NEW
 HV5486'1-STORY WHITE HOUSE AS DESCRIBED.
 HV5486'
 HV5486'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION ALVIS ECC.
 HV5486'
 HV5486'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION BELLMAN.
 HV5486'
 HV5486'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION SCROPE.
 HV5486
 HV5486                          STATION RECOVERY (2004)
 HV5486
 HV5486'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (KNT)
 HV5486'TO REACH THE STATION FROM US HIGHWAY 1 AND BUTLER ROAD (SR 212), GO
 HV5486'EAST ON SR 212 FOR 1.1 MILES TO ITS INTERSECTION WITH WHITE OAK ROAD
 HV5486'(SR 218).
 HV5486'CONTINUE EAST ON SR 218 FOR 2.9 MILES TO ITS INTERSECTION WITH NEW
 HV5486'HOPE CHURCH ROAD (SR 605).
 HV5486'TURN LEFT AND GO NORTH ON SR 605 FOR 1.2 MILES TI ITS INTERSECTION
 HV5486'WITH RABBIT ROAD.
 HV5486'TURN LEFT AND GO NORTH ON RABBIT ROAD FOR 0.4 MILE TO HOUSE NUMBER
 HV5486'104.  THE HOUSE IS ON RABBIT RUN FARM.
 HV5486'THE STATION IS BEHIND THE BRICK HOUSE IN THE APPROXIMATELY 200' INTO
 HV5486'THE WOODS.
 HV5486'THE STATION IS 98.3' NORTHEAST OF A CHAINLINK FENCE INTERSECTION,
 HV5486'96.9' NORTHEAST OF ANOTHER CHAINLINK FENCE INTERSECTION, AND 9' WEST
 HV5486'OF AN OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3227 ***********************************************************************
 HW3227  DESIGNATION -  EDWARDS AZ MK
 HW3227  PID         -  HW3227
 HW3227  STATE/COUNTY-  VA/AUGUSTA
 HW3227  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW3227
 HW3227                         *CURRENT SURVEY CONTROL
 HW3227  ___________________________________________________________________
 HW3227* NAD 83(1986)-  38 18 49.     (N)    078 56 10.     (W)     SCALED    
 HW3227* NAVD 88     -       377.602  (meters)    1238.85   (feet)  ADJUSTED  
 HW3227  ___________________________________________________________________
 HW3227  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW3227  DYNAMIC HT  -         377.324 (meters)    1237.94  (feet)  COMP
 HW3227  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 HW3227
 HW3227  VERT ORDER  -  FIRST     CLASS II
 HW3227
 HW3227.The horizontal coordinates were scaled from a topographic map and have
 HW3227.an estimated accuracy of +/- 6 seconds.
 HW3227
 HW3227.The orthometric height was determined by differential leveling
 HW3227.and adjusted by the National Geodetic Survey in June 1991..
 HW3227
 HW3227.The geoid height was determined by GEOID03.
 HW3227
 HW3227.The dynamic height is computed by dividing the NAVD 88
 HW3227.geopotential number by the normal gravity value computed on the
 HW3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3227.degrees latitude (g = 980.6199 gals.).
 HW3227
 HW3227.The modeled gravity was interpolated from observed gravity values.
 HW3227
 HW3227;                    North         East    Units  Estimated Accuracy
 HW3227;SPC VA N     - 2,071,900.    3,461,860.      MT  (+/- 180 meters Scaled)
 HW3227
 HW3227                          SUPERSEDED SURVEY CONTROL
 HW3227
 HW3227.No superseded survey control is available for this station.
 HW3227
 HW3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC804426(NAD 83)
 HW3227_MARKER: DZ = AZIMUTH MARK DISK
 HW3227_SETTING: 66 = SET IN ROCK OUTCROP
 HW3227_SP_SET: ROCK OUTCROP
 HW3227_STAMPING: EDWARDS 1957
 HW3227_MARK LOGO: CGS   
 HW3227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3227+STABILITY: POSITION/ELEVATION WELL
 HW3227
 HW3227  HISTORY     - Date     Condition        Report By
 HW3227  HISTORY     - 1957     MONUMENTED       CGS
 HW3227  HISTORY     - 1984     GOOD             NGS
 HW3227
 HW3227                          STATION DESCRIPTION
 HW3227
 HW3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3227'5.3 KM (3.35 MI) SW FROM MOUNT CRAWFORD.
 HW3227'5.3 KM (3.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW3227'IN MOUNT CRAWFORD TO THE MARK ON THE LEFT, IN A LARGE ROCK OUTCROP,
 HW3227'10.6 METERS (35.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 3.9 METERS
 HW3227'(13.0 FT) WEST OF A FENCE LINE.
 HW3227'THE MARK IS 4.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0837 ***********************************************************************
 HW0837  DESIGNATION -  EDWARDS RM 1
 HW0837  PID         -  HW0837
 HW0837  STATE/COUNTY-  VA/ROCKINGHAM
 HW0837  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0837
 HW0837                         *CURRENT SURVEY CONTROL
 HW0837  ___________________________________________________________________
 HW0837* NAD 83(1986)-  38 19 14.     (N)    078 56 21.     (W)     SCALED    
 HW0837* NAVD 88     -       398.546  (meters)    1307.56   (feet)  ADJUSTED  
 HW0837  ___________________________________________________________________
 HW0837  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0837  DYNAMIC HT  -         398.253 (meters)    1306.60  (feet)  COMP
 HW0837  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 HW0837
 HW0837  VERT ORDER  -  SECOND    CLASS 0
 HW0837
 HW0837.The horizontal coordinates were scaled from a topographic map and have
 HW0837.an estimated accuracy of +/- 6 seconds.
 HW0837
 HW0837.The orthometric height was determined by differential leveling
 HW0837.and adjusted by the National Geodetic Survey in June 1991..
 HW0837
 HW0837.The geoid height was determined by GEOID03.
 HW0837
 HW0837.The dynamic height is computed by dividing the NAVD 88
 HW0837.geopotential number by the normal gravity value computed on the
 HW0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0837.degrees latitude (g = 980.6199 gals.).
 HW0837
 HW0837.The modeled gravity was interpolated from observed gravity values.
 HW0837
 HW0837;                    North         East    Units  Estimated Accuracy
 HW0837;SPC VA N     - 2,072,670.    3,461,600.      MT  (+/- 180 meters Scaled)
 HW0837
 HW0837                          SUPERSEDED SURVEY CONTROL
 HW0837
 HW0837  NGVD 29 (??/??/92)  398.686  (m)         1308.02   (f) ADJ UNCH    2 0
 HW0837
 HW0837.Superseded values are not recommended for survey control.
 HW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0837.See file dsdata.txt to determine how the superseded data were derived.
 HW0837
 HW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC801433(NAD 83)
 HW0837_MARKER: DR = REFERENCE MARK DISK
 HW0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0837_STAMPING: EDWARDS NO 1 1957
 HW0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0837+STABILITY: SURFACE MOTION
 HW0837
 HW0837  HISTORY     - Date     Condition        Report By
 HW0837  HISTORY     - 1957     MONUMENTED       CGS
 HW0837  HISTORY     - 1958     GOOD             NGS
 HW0837  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW0837
 HW0837                          STATION DESCRIPTION
 HW0837
 HW0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0837'3 MI S FROM MT CRAWFORD.
 HW0837'2.85 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0837'MT. CRAWFORD, THENCE 0.1 MILE WEST ALONG A FENCE LINE, ON THE
 HW0837'PROPERTY OF MR. EDWARDS, 227 FEET SOUTH-SOUTHEAST OF THE STATION,
 HW0837'267 FEET EAST OF RM 2, 10 FEET EAST OF A 12-INCH CEDAR TREE,
 HW0837'6 FEET WEST OF A 10-INCH CEDAR TREE, 1 FOOT NORTH OF A FENCE
 HW0837'LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 HW0837'ABOVE THE GROUND.
 HW0837
 HW0837                          STATION RECOVERY (1998)
 HW0837
 HW0837'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0838 ***********************************************************************
 HW0838  DESIGNATION -  EDWARDS RM 2
 HW0838  PID         -  HW0838
 HW0838  STATE/COUNTY-  VA/ROCKINGHAM
 HW0838  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0838
 HW0838                         *CURRENT SURVEY CONTROL
 HW0838  ___________________________________________________________________
 HW0838* NAD 83(1986)-  38 19 14.     (N)    078 56 21.     (W)     SCALED    
 HW0838* NAVD 88     -       400.354  (meters)    1313.49   (feet)  ADJUSTED  
 HW0838  ___________________________________________________________________
 HW0838  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HW0838  DYNAMIC HT  -         400.060 (meters)    1312.53  (feet)  COMP
 HW0838  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 HW0838
 HW0838  VERT ORDER  -  SECOND    CLASS 0
 HW0838
 HW0838.The horizontal coordinates were scaled from a topographic map and have
 HW0838.an estimated accuracy of +/- 6 seconds.
 HW0838
 HW0838.The orthometric height was determined by differential leveling
 HW0838.and adjusted by the National Geodetic Survey in June 1991..
 HW0838
 HW0838.The geoid height was determined by GEOID03.
 HW0838
 HW0838.The dynamic height is computed by dividing the NAVD 88
 HW0838.geopotential number by the normal gravity value computed on the
 HW0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0838.degrees latitude (g = 980.6199 gals.).
 HW0838
 HW0838.The modeled gravity was interpolated from observed gravity values.
 HW0838
 HW0838;                    North         East    Units  Estimated Accuracy
 HW0838;SPC VA N     - 2,072,670.    3,461,600.      MT  (+/- 180 meters Scaled)
 HW0838
 HW0838                          SUPERSEDED SURVEY CONTROL
 HW0838
 HW0838  NGVD 29 (??/??/92)  400.494  (m)         1313.95   (f) ADJ UNCH    2 0
 HW0838
 HW0838.Superseded values are not recommended for survey control.
 HW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0838.See file dsdata.txt to determine how the superseded data were derived.
 HW0838
 HW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC801433(NAD 83)
 HW0838_MARKER: DR = REFERENCE MARK DISK
 HW0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0838_STAMPING: EDWARDS NO 2 1957
 HW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0838+STABILITY: SURFACE MOTION
 HW0838
 HW0838  HISTORY     - Date     Condition        Report By
 HW0838  HISTORY     - 1957     MONUMENTED       CGS
 HW0838  HISTORY     - 1958     GOOD             NGS
 HW0838  HISTORY     - 19980306 MARK NOT FOUND   USPSQD
 HW0838
 HW0838                          STATION DESCRIPTION
 HW0838
 HW0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0838'3 MI S FROM MT CRAWFORD.
 HW0838'2.85 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW0838'MT. CRAWFORD, THENCE 0.1 MILE WEST ALONG A FENCE LINE, ON THE
 HW0838'PROPERTY OF MR. EDWARDS, 221.4 FEET SOUTH-SOUTHWEST OF THE
 HW0838'STATION, 267 FEET WEST OF RM 1, 6 FEET EAST OF A 12-INCH CEDAR
 HW0838'TREE, 1 FOOT NORTH OF A FENCE LINE AND SET IN THE TOP OF A
 HW0838'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 HW0838
 HW0838                          STATION RECOVERY (1998)
 HW0838
 HW0838'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4225 ***********************************************************************
 GV4225  DESIGNATION -  EDWARDS VFC 1920
 GV4225  PID         -  GV4225
 GV4225  STATE/COUNTY-  VA/MATHEWS
 GV4225  USGS QUAD   -  MATHEWS (1965)
 GV4225
 GV4225                         *CURRENT SURVEY CONTROL
 GV4225  ___________________________________________________________________
 GV4225* NAD 83(1993)-  37 29 27.06415(N)    076 17 39.39030(W)     ADJUSTED  
 GV4225* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4225  ___________________________________________________________________
 GV4225  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 GV4225  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV4225
 GV4225  HORZ ORDER  -  THIRD
 GV4225
 GV4225.The horizontal coordinates were established by classical geodetic methods
 GV4225.and adjusted by the National Geodetic Survey in September 1995..
 GV4225
 GV4225.The orthometric height was scaled from a topographic map.
 GV4225
 GV4225.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4225
 GV4225.The geoid height was determined by GEOID03.
 GV4225
 GV4225;                    North         East     Units Scale Factor Converg.
 GV4225;SPC VA S     - 1,130,734.509 3,695,038.053   MT  0.99994771   +1 20 19.4
 GV4225;SPC VA S     - 3,709,751.47 12,122,804.01   sFT  0.99994771   +1 20 19.4
 GV4225;UTM  18      - 4,150,112.966   385,582.426   MT  0.99976125   -0 47 16.2
 GV4225
 GV4225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4225!SPC VA S     -   1.00000570  x   0.99994771  =   0.99995341
 GV4225!UTM  18      -   1.00000570  x   0.99976125  =   0.99976694
 GV4225
 GV4225:                Primary Azimuth Mark                     Grid Az
 GV4225:SPC VA S     -  COCKEREL VFC 1920                        124 40 20.4
 GV4225:UTM  18      -  COCKEREL VFC 1920                        126 47 56.0
 GV4225
 GV4225|---------------------------------------------------------------------|
 GV4225| PID    Reference Object                     Distance      Geod. Az  |
 GV4225|                                                           dddmmss.s |
 GV4225| GV4222 COCKEREL VFC 1920                   APPROX. 0.8 KM 1260039.8 |
 GV4225|---------------------------------------------------------------------|
 GV4225
 GV4225                          SUPERSEDED SURVEY CONTROL
 GV4225
 GV4225  NAD 83(1993)-  37 29 27.06434(N)    076 17 39.38938(W) AD(       ) 3
 GV4225  NAD 83(1986)-  37 29 27.06917(N)    076 17 39.41267(W) AD(       ) 3
 GV4225  NAD 27      -  37 29 26.59400(N)    076 17 40.62500(W) AD(       ) 3
 GV4225
 GV4225.Superseded values are not recommended for survey control.
 GV4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4225.See file dsdata.txt to determine how the superseded data were derived.
 GV4225
 GV4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8558250113(NAD 83)
 GV4225_MARKER: Z = SEE DESCRIPTION
 GV4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4225+STABILITY: SURFACE MOTION
 GV4225
 GV4225  HISTORY     - Date     Condition        Report By
 GV4225  HISTORY     - 1920     MONUMENTED       VACF
 GV4225  HISTORY     - 1944     POOR             CGS
 GV4225  HISTORY     - 1944     POOR             CGS
 GV4225  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4225
 GV4225                          STATION DESCRIPTION
 GV4225
 GV4225'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4225'IN THE VICINITY OF MILFORD HAVEN ON LAND OF MR. THOMAS EDWARDS
 GV4225'(MILL POINT).  MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED
 GV4225'IRON PIPE, SURROUNDED NEAR SURFACE OF THE GROUND BY A BLOCK
 GV4225'OF CONCRETE.
 GV4225
 GV4225                          STATION RECOVERY (1944)
 GV4225
 GV4225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4225'STATION RECOVERED IN POOR CONDITION, AND WILL NOT REMAIN IN
 GV4225'PLACE FOR MANY MORE YEARS.  THE MARK IS AT OR JUST BELOW THE
 GV4225'HIGH WATER LINE AND PROJECTS ABOUT TWO FEET ABOVE THE SURFACE
 GV4225'OF THE GROUND WITH THE CONCRETE BLOCK SUSPENDED IN AIR.
 GV4225
 GV4225                          STATION RECOVERY (1944)
 GV4225
 GV4225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 GV4225'STATION IS LOCATED AT SW TIP OF MILL POINT, AT INTERSECTION OF
 GV4225'EDWARDS CREEK WITH MILFORD HAVEN, ON S SIDE OF GWYNN ISLAND,
 GV4225'ABOUT 350 FEET SW ALONG SHORELINE FROM WIRE FENCE LINE RINNING
 GV4225'E AND W WHICH IS ABOUT 100 FEET S OF A 2-STORY GRAY HOUSE
 GV4225'WITH WHITE TRIM AND GREEN SHUTTERS, OWNED BY THOMAS EDWARDS.
 GV4225'
 GV4225'THE STATION IS 1-INCH GALVANIZED IRON PIPE SET IN THE SAND.
 GV4225'ORIGINALLY A BLOCK OF CONCRETE SURROUNDED STATION AT LEVEL
 GV4225'OF GROUND.  GROUND HAS WASHED AWAY UNTIL THE IRREGULAR BLOCK
 GV4225'OF CONCRETE IS NOW ABOUT A FOOT ABOVE THE SAND.  AT HIGH TIDE
 GV4225'THE PIPE STANDS IN ABOUT 6 INCHES OF WATER.
 GV4225
 GV4225                          STATION RECOVERY (2002)
 GV4225
 GV4225'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3769 ***********************************************************************
 GV3769  DESIGNATION -  EDWARDS VFC 1931
 GV3769  PID         -  GV3769
 GV3769  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3769  USGS QUAD   -  REEDVILLE (1992)
 GV3769
 GV3769                         *CURRENT SURVEY CONTROL
 GV3769  ___________________________________________________________________
 GV3769* NAD 83(1993)-  37 51 30.61353(N)    076 22 23.49137(W)     ADJUSTED  
 GV3769* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3769  ___________________________________________________________________
 GV3769  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 GV3769  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 GV3769
 GV3769  HORZ ORDER  -  THIRD
 GV3769
 GV3769.The horizontal coordinates were established by classical geodetic methods
 GV3769.and adjusted by the National Geodetic Survey in November 1994..
 GV3769
 GV3769.The orthometric height was scaled from a topographic map.
 GV3769
 GV3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3769
 GV3769.The geoid height was determined by GEOID03.
 GV3769
 GV3769;                    North         East     Units Scale Factor Converg.
 GV3769;SPC VA S     - 1,171,368.339 3,687,141.937   MT  0.99998205   +1 17 26.9
 GV3769;SPC VA S     - 3,843,064.29 12,096,898.17   sFT  0.99998205   +1 17 26.9
 GV3769;UTM  18      - 4,191,004.385   379,203.245   MT  0.99977972   -0 50 34.3
 GV3769
 GV3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3769!SPC VA S     -   1.00000559  x   0.99998205  =   0.99998764
 GV3769!UTM  18      -   1.00000559  x   0.99977972  =   0.99978531
 GV3769
 GV3769:                Primary Azimuth Mark                     Grid Az
 GV3769:SPC VA S     -  LUTTRELL VFC 1931                        002 51 38.4
 GV3769:UTM  18      -  LUTTRELL VFC 1931                        004 59 39.6
 GV3769
 GV3769|---------------------------------------------------------------------|
 GV3769| PID    Reference Object                     Distance      Geod. Az  |
 GV3769|                                                           dddmmss.s |
 GV3769| GV3783 LUTTRELL VFC 1931                   APPROX. 0.6 KM 0040905.3 |
 GV3769| GV3756 BETTS VFC 1931                      395.913 METERS 10728     |
 GV3769|---------------------------------------------------------------------|
 GV3769
 GV3769                          SUPERSEDED SURVEY CONTROL
 GV3769
 GV3769  NAD 83(1993)-  37 51 30.62081(N)    076 22 23.50406(W) AD(       ) 3
 GV3769  NAD 83(1986)-  37 51 30.61897(N)    076 22 23.51337(W) AD(       ) 3
 GV3769  NAD 27      -  37 51 30.16500(N)    076 22 24.70400(W) AD(       ) 3
 GV3769
 GV3769.Superseded values are not recommended for survey control.
 GV3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3769.See file dsdata.txt to determine how the superseded data were derived.
 GV3769
 GV3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7920391004(NAD 83)
 GV3769_MARKER: I = METAL ROD
 GV3769_SETTING: 0 = UNSPECIFIED SETTING
 GV3769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3769
 GV3769  HISTORY     - Date     Condition        Report By
 GV3769  HISTORY     - 1931     MONUMENTED       VACF
 GV3769  HISTORY     - 1943     GOOD             CGS
 GV3769  HISTORY     - 1955     MARK NOT FOUND   CGS
 GV3769  HISTORY     - 20021121 MARK NOT FOUND   USPSQD
 GV3769
 GV3769                          STATION DESCRIPTION
 GV3769
 GV3769'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3769'ON LOW MARSHY GROUND ON THE UPPER END OF A POINT IN FRONT
 GV3769'OF MR. EDWARDS HOUSE ON THE WEST SIDE OF THE GREAT WICOMICO
 GV3769'RIVER.  MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED IRON
 GV3769'PIPE SURROUNDED UNDER THE SURFACE OF GROUND BY A BLOCK OF
 GV3769'CONCRETE.
 GV3769
 GV3769                          STATION RECOVERY (1943)
 GV3769
 GV3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3769'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3769'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE STATION
 GV3769'IS ON RANGE WITH TWO CEDAR TREES AND THE WELL IN MR. EDWARDS
 GV3769'YARD, AND 5 FEET FROM THE EDGE OF THE MARSH.
 GV3769
 GV3769                          STATION RECOVERY (1955)
 GV3769
 GV3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3769'STATION NOT RECOVERED AFTER A THOROUGH SEARCH BY A THREE-MAN
 GV3769'PARTY.  THE PUBLISHED DESCRIPTION IS INADEQUATE FOR
 GV3769'PRESENT-DAY RECOVERY.
 GV3769
 GV3769                          STATION RECOVERY (2002)
 GV3769
 GV3769'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3284 ***********************************************************************
 HV3284  DESIGNATION -  EE 232
 HV3284  PID         -  HV3284
 HV3284  STATE/COUNTY-  VA/STAFFORD
 HV3284  USGS QUAD   -  SALEM CHURCH (1994)
 HV3284
 HV3284                         *CURRENT SURVEY CONTROL
 HV3284  ___________________________________________________________________
 HV3284* NAD 83(1986)-  38 21 17.     (N)    077 30 52.     (W)     SCALED    
 HV3284* NAVD 88     -       100.121  (meters)     328.48   (feet)  ADJUSTED  
 HV3284  ___________________________________________________________________
 HV3284  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3284  DYNAMIC HT  -         100.059 (meters)     328.28  (feet)  COMP
 HV3284  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 HV3284
 HV3284  VERT ORDER  -  SECOND    CLASS 0
 HV3284
 HV3284.The horizontal coordinates were scaled from a topographic map and have
 HV3284.an estimated accuracy of +/- 6 seconds.
 HV3284
 HV3284.The orthometric height was determined by differential leveling
 HV3284.and adjusted by the National Geodetic Survey in June 1991..
 HV3284
 HV3284.The geoid height was determined by GEOID03.
 HV3284
 HV3284.The dynamic height is computed by dividing the NAVD 88
 HV3284.geopotential number by the normal gravity value computed on the
 HV3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3284.degrees latitude (g = 980.6199 gals.).
 HV3284
 HV3284.The modeled gravity was interpolated from observed gravity values.
 HV3284
 HV3284;                    North         East    Units  Estimated Accuracy
 HV3284;SPC VA N     - 2,076,840.    3,586,140.      MT  (+/- 180 meters Scaled)
 HV3284
 HV3284                          SUPERSEDED SURVEY CONTROL
 HV3284
 HV3284  NGVD 29 (??/??/??)  100.383  (m)          329.34   (f) ADJUSTED    2 0
 HV3284
 HV3284.Superseded values are not recommended for survey control.
 HV3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3284.See file dsdata.txt to determine how the superseded data were derived.
 HV3284
 HV3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH802481(NAD 83)
 HV3284_MARKER: DB = BENCH MARK DISK
 HV3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3284_STAMPING: EE 232 1941
 HV3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3284+STABILITY: SURFACE MOTION
 HV3284
 HV3284  HISTORY     - Date     Condition        Report By
 HV3284  HISTORY     - 1941     MONUMENTED       CGS
 HV3284  HISTORY     - 1961     GOOD             CGS
 HV3284  HISTORY     - 1984     GOOD             NGS
 HV3284  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3284
 HV3284                          STATION DESCRIPTION
 HV3284
 HV3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3284'3.6 MI NW FROM FALMOUTH.
 HV3284'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM FALMOUTH, STAFFORD
 HV3284'COUNTY, AT THE JUNCTION OF A PRIVATE DRIVE LEADING NORTH, 26.7
 HV3284'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE
 HV3284'CENTER LINE OF THE DRIVE, 13.6 FEET NORTHWEST OF THE WEST END
 HV3284'OF A CORRUGATED-IRON CULVERT UNDER THE DRIVE, 6.6 FEET NORTH
 HV3284'OF THE NORTH RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A WHITE
 HV3284'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED EE 232 1941 AND
 HV3284'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ON OLD HIGHWAY
 HV3284'17, NOW HIGHWAY 700 AND 0.6 MILE SOUTHEAST OF THE CHURCH IN
 HV3284'BEREA.  IT IS 6 FEET NORTH OF A BOARD FENCE AND 2 FEET WEST OF
 HV3284'ANOTHER BOARD FENCE AND ON PROPERTY OWNED BY A.M. MC WHIRT.
 HV3284
 HV3284                          STATION RECOVERY (1984)
 HV3284
 HV3284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3284'RECOVERED IN GOOD CONDITION.
 HV3284
 HV3284                          STATION RECOVERY (1996)
 HV3284
 HV3284'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0131 ***********************************************************************
 HW0131  DESIGNATION -  EE 251
 HW0131  PID         -  HW0131
 HW0131  STATE/COUNTY-  VA/CULPEPER
 HW0131  USGS QUAD   -  CASTLETON (1994)
 HW0131
 HW0131                         *CURRENT SURVEY CONTROL
 HW0131  ___________________________________________________________________
 HW0131* NAD 83(1986)-  38 31 30.     (N)    078 06 54.     (W)     SCALED    
 HW0131* NAVD 88     -       128.179  (meters)     420.53   (feet)  ADJUSTED  
 HW0131  ___________________________________________________________________
 HW0131  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HW0131  DYNAMIC HT  -         128.096 (meters)     420.26  (feet)  COMP
 HW0131  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 HW0131
 HW0131  VERT ORDER  -  SECOND    CLASS 0
 HW0131
 HW0131.The horizontal coordinates were scaled from a topographic map and have
 HW0131.an estimated accuracy of +/- 6 seconds.
 HW0131
 HW0131.The orthometric height was determined by differential leveling
 HW0131.and adjusted by the National Geodetic Survey in June 1991..
 HW0131
 HW0131.The geoid height was determined by GEOID03.
 HW0131
 HW0131.The dynamic height is computed by dividing the NAVD 88
 HW0131.geopotential number by the normal gravity value computed on the
 HW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0131.degrees latitude (g = 980.6199 gals.).
 HW0131
 HW0131.The modeled gravity was interpolated from observed gravity values.
 HW0131
 HW0131;                    North         East    Units  Estimated Accuracy
 HW0131;SPC VA N     - 2,095,340.    3,533,570.      MT  (+/- 180 meters Scaled)
 HW0131
 HW0131                          SUPERSEDED SURVEY CONTROL
 HW0131
 HW0131  NGVD 29 (??/??/92)  128.385  (m)          421.21   (f) ADJ UNCH    2 0
 HW0131
 HW0131.Superseded values are not recommended for survey control.
 HW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0131.See file dsdata.txt to determine how the superseded data were derived.
 HW0131
 HW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC515680(NAD 83)
 HW0131_MARKER: DB = BENCH MARK DISK
 HW0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0131_SP_SET: BRIDGE
 HW0131_STAMPING: EE 251 1942
 HW0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0131
 HW0131  HISTORY     - Date     Condition        Report By
 HW0131  HISTORY     - 1942     MONUMENTED       CGS
 HW0131  HISTORY     - 1959     GOOD             NGS
 HW0131  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0131
 HW0131                          STATION DESCRIPTION
 HW0131
 HW0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HW0131'1 MI NW FROM GRIFFINSBURG.
 HW0131'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 HW0131'OFFICE AT GRIFFINSBURG, CULPEPER COUNTY, AT THE CONCRETE BRIDGE
 HW0131'OVER DEVILS RUN, IN THE SOUTHWEST CORNER OF THE NORTHWEST
 HW0131'ABUTMENT, 14.5 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 HW0131'HIGHWAY, AND 14 FEET SOUTHWEST OF THE CENTER LINE OF THE NEW
 HW0131'HIGHWAY.  A STANDARD DISK, STAMPED EE 251 1942.
 HW0131
 HW0131                          STATION RECOVERY (2001)
 HW0131
 HW0131'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0811 ***********************************************************************
 FW0811  DESIGNATION -  EGG VFC 1933
 FW0811  PID         -  FW0811
 FW0811  STATE/COUNTY-  VA/ACCOMACK
 FW0811  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0811
 FW0811                         *CURRENT SURVEY CONTROL
 FW0811  ___________________________________________________________________
 FW0811* NAD 83(1993)-  37 57 25.55461(N)    075 25 10.41804(W)     ADJUSTED  
 FW0811* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0811  ___________________________________________________________________
 FW0811  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FW0811  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 FW0811
 FW0811  HORZ ORDER  -  THIRD
 FW0811
 FW0811.The horizontal coordinates were established by classical geodetic methods
 FW0811.and adjusted by the National Geodetic Survey in November 1994..
 FW0811
 FW0811.The orthometric height was scaled from a topographic map.
 FW0811
 FW0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0811
 FW0811.The geoid height was determined by GEOID03.
 FW0811
 FW0811;                    North         East     Units Scale Factor Converg.
 FW0811;SPC VA S     - 1,184,620.062 3,770,671.613   MT  0.99999827   +1 52 10.5
 FW0811;SPC VA S     - 3,886,540.99 12,370,945.12   sFT  0.99999827   +1 52 10.5
 FW0811;UTM  18      - 4,201,138.031   463,142.173   MT  0.99961673   -0 15 29.0
 FW0811
 FW0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0811!SPC VA S     -   1.00000576  x   0.99999827  =   1.00000403
 FW0811!UTM  18      -   1.00000576  x   0.99961673  =   0.99962249
 FW0811
 FW0811:                Primary Azimuth Mark                     Grid Az
 FW0811:SPC VA S     -  COCKLE                                   014 32 03.5
 FW0811:UTM  18      -  COCKLE                                   016 39 43.0
 FW0811
 FW0811|---------------------------------------------------------------------|
 FW0811| PID    Reference Object                     Distance      Geod. Az  |
 FW0811|                                                           dddmmss.s |
 FW0811| FW0810 COCKLE                              APPROX. 3.5 KM 0162414.0 |
 FW0811|---------------------------------------------------------------------|
 FW0811
 FW0811                          SUPERSEDED SURVEY CONTROL
 FW0811
 FW0811  NAD 83(1993)-  37 57 25.55319(N)    075 25 10.42105(W) AD(       ) 3
 FW0811  NAD 83(1986)-  37 57 25.55025(N)    075 25 10.45339(W) AD(       ) 3
 FW0811  NAD 27      -  37 57 25.10463(N)    075 25 11.73786(W) AD(       ) 3
 FW0811
 FW0811.Superseded values are not recommended for survey control.
 FW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0811.See file dsdata.txt to determine how the superseded data were derived.
 FW0811
 FW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6314201138(NAD 83)
 FW0811_MARKER: Z = SEE DESCRIPTION
 FW0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0811+STABILITY: SURFACE MOTION
 FW0811
 FW0811  HISTORY     - Date     Condition        Report By
 FW0811  HISTORY     - 1933     MONUMENTED       VACF
 FW0811  HISTORY     - 1942     GOOD             CGS
 FW0811  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW0811  HISTORY     - 1961     MARK NOT FOUND   CGS
 FW0811
 FW0811                          STATION DESCRIPTION
 FW0811
 FW0811'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0811'NEAR THE PRESENT UPPER END OF THE POINT OF MARSH KNOWN AS
 FW0811'EGGING MARSH, MARKED BY A CONCRETE BLOCK ABOUT 2 FEET LONG
 FW0811'EXTENDING A FEW INCHES OUT OF THE GROUND.
 FW0811'
 FW0811'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0811
 FW0811                          STATION RECOVERY (1942)
 FW0811
 FW0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0811'THE STATION IS LOCATED 1-1/2 MILES DUE N OF QUEENS SOUND
 FW0811'BRIDGE AND TWO MILES S OF COCKLE POINT NEAR THE UPPER END OF A
 FW0811'POINT OF MARSH KNOWN AS EGGING MARSH, 30 METERS S OF MEAN
 FW0811'HIGH WATER AT THE END OF THE POINT, 4.3 METERS E OF MEAN
 FW0811'HIGH WATER, 12.9 METERS W OF MEAN HIGH WATER, 34.5 METERS
 FW0811'NW OF A POINT OF MARSH ON A SMALL GRASSLESS SPOT SURROUNDED
 FW0811'BY LOW SHELL MOUNDS.
 FW0811'
 FW0811'THE STATION IS MARKED BY A HOLE IN THE CENTER OF THE TOP OF
 FW0811'A VIRGINIA COMMISSION OF FISHERIES STANDARD 8-INCH SQUARE
 FW0811'CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE SURFACE OF
 FW0811'THE MARSH.  THE STATION IS IN GOOD CONDITION.
 FW0811
 FW0811                          STATION RECOVERY (1958)
 FW0811
 FW0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0811'STATION WAS SEARCHED FOR BY THREE MEN FOR NEARLY AN HOUR BUT
 FW0811'THE MARK WAS NOT FOUND.  THE WHOLE NORTH END OF THIS MARSH
 FW0811'ISLAND HAS WASHED OUT AND IT IS BELIEVED THIS STATION HAS BEEN
 FW0811'DESTROYED.  MR. NAT STEELMAN, OUR BOATMAN, HELPED SET THESE
 FW0811'VIRGINIA FISHERIES COMM. MARKS IN 1933, AND HE THOUGHT THE
 FW0811'PART OF THE MARSH ISLAND WHERE THE STATION WAS HAS WASHED
 FW0811'OUT.  WE FOUND AN IRON PIPE WHICH MR. STEELMAN SAID WAS SET
 FW0811'BY MR. GEORGE BADGER JR. OF FRANKTOWN, VA.  HE THOUGHT MR.
 FW0811'BADGER MIGHT HAVE TIED THIS PIPE TO THE OLD MARKER BEFORE IT
 FW0811'WAS LOST.  MR. BADGER IS THE CHIEF ENGR. OF THE VA. COMM. OF
 FW0811'FISHERIES AND HAS DONE CONSIDERABLE SURVEYING IN THIS AREA.
 FW0811
 FW0811                          STATION RECOVERY (1961)
 FW0811
 FW0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0811'LOST.  THE AREA WAS SEARCHED BUT THE MARK COULD NOT BE FOUND.
 FW0811'IT IS BELIVED THE STATION HAS BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9379 ***********************************************************************
 HV9379  DESIGNATION -  EL PALACIO
 HV9379  PID         -  HV9379
 HV9379  STATE/COUNTY-  VA/FAIRFAX
 HV9379  USGS QUAD   -  VIENNA (1994)
 HV9379
 HV9379                         *CURRENT SURVEY CONTROL
 HV9379  ___________________________________________________________________
 HV9379* NAD 83(1986)-  38 54 08.     (N)    077 15 50.     (W)     SCALED    
 HV9379* NAVD 88     -       109.232  (meters)     358.37   (feet)  ADJUSTED  
 HV9379  ___________________________________________________________________
 HV9379  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV9379  DYNAMIC HT  -         109.172 (meters)     358.18  (feet)  COMP
 HV9379  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 HV9379
 HV9379  VERT ORDER  -  THIRD
 HV9379
 HV9379.The horizontal coordinates were scaled from a topographic map and have
 HV9379.an estimated accuracy of +/- 6 seconds.
 HV9379
 HV9379.The orthometric height was determined by differential leveling
 HV9379.and adjusted by the National Geodetic Survey in September 2004..
 HV9379
 HV9379.The geoid height was determined by GEOID03.
 HV9379
 HV9379.The dynamic height is computed by dividing the NAVD 88
 HV9379.geopotential number by the normal gravity value computed on the
 HV9379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9379.degrees latitude (g = 980.6199 gals.).
 HV9379
 HV9379.The modeled gravity was interpolated from observed gravity values.
 HV9379
 HV9379;                    North         East    Units  Estimated Accuracy
 HV9379;SPC VA N     - 2,137,870.    3,607,220.      MT  (+/- 180 meters Scaled)
 HV9379
 HV9379                          SUPERSEDED SURVEY CONTROL
 HV9379
 HV9379.No superseded survey control is available for this station.
 HV9379
 HV9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ036083(NAD 83)
 HV9379_MARKER: DD = SURVEY DISK
 HV9379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9379_SP_SET: CONCRETE POST
 HV9379_STAMPING: EL PALACIO 1979
 HV9379_MARK LOGO: VA-059
 HV9379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9379+STABILITY: SURFACE MOTION
 HV9379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9379+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 HV9379
 HV9379  HISTORY     - Date     Condition        Report By
 HV9379  HISTORY     - 1979     MONUMENTED       VA-059
 HV9379  HISTORY     - 19911112 GOOD             VA-059
 HV9379
 HV9379                          STATION DESCRIPTION
 HV9379
 HV9379'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9379'THE STATION IS LOCATED IN THE TOWN OF VIENNA AT THE REGIONAL PARK
 HV9379'TRAIL AND MAPLE AVE.  (RTE 123).  TO REACH FROM THE POST OFFICE IN
 HV9379'OAKTON, PROCEED ON ROUTE 123 FOR 2.45 MILES (3.94 KM) TO THE WOD
 HV9379'RAILROAD EASEMENT AND BIKE TRAIL CROSSING, ON THE LEFT, SET BETWEEN
 HV9379'THE CURB AND SIDEWALK, IN A CONCRETE MONUMENT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0434 ***********************************************************************
 GW0434  DESIGNATION -  ELAM
 GW0434  PID         -  GW0434
 GW0434  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0434  USGS QUAD   -  PROSPECT (1979)
 GW0434
 GW0434                         *CURRENT SURVEY CONTROL
 GW0434  ___________________________________________________________________
 GW0434* NAD 83(1993)-  37 17 26.77961(N)    078 36 18.78927(W)     ADJUSTED  
 GW0434* NAVD 88     -       207.487  (meters)     680.73   (feet)  ADJUSTED  
 GW0434  ___________________________________________________________________
 GW0434  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GW0434  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 GW0434  DYNAMIC HT  -         207.339 (meters)     680.24  (feet)  COMP
 GW0434  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 GW0434
 GW0434  HORZ ORDER  -  SECOND
 GW0434  VERT ORDER  -  SECOND    CLASS 0
 GW0434
 GW0434.The horizontal coordinates were established by classical geodetic methods
 GW0434.and adjusted by the National Geodetic Survey in September 1995..
 GW0434
 GW0434.The orthometric height was determined by differential leveling
 GW0434.and adjusted by the National Geodetic Survey in June 1991..
 GW0434
 GW0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0434
 GW0434.The geoid height was determined by GEOID03.
 GW0434
 GW0434.The dynamic height is computed by dividing the NAVD 88
 GW0434.geopotential number by the normal gravity value computed on the
 GW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0434.degrees latitude (g = 980.6199 gals.).
 GW0434
 GW0434.The modeled gravity was interpolated from observed gravity values.
 GW0434
 GW0434;                    North         East     Units Scale Factor Converg.
 GW0434;SPC VA S     - 1,106,256.515 3,490,670.547   MT  0.99994629   -0 03 49.9
 GW0434;SPC VA S     - 3,629,443.25 11,452,308.29   sFT  0.99994629   -0 03 49.9
 GW0434;UTM  17      - 4,129,818.148   712,280.639   MT  1.00015513   +1 27 05.2
 GW0434
 GW0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0434!SPC VA S     -   0.99997234  x   0.99994629  =   0.99991863
 GW0434!UTM  17      -   0.99997234  x   1.00015513  =   1.00012746
 GW0434
 GW0434|---------------------------------------------------------------------|
 GW0434| PID    Reference Object                     Distance      Geod. Az  |
 GW0434|                                                           dddmmss.s |
 GW0434| GW0433 ELAM RM 1                            29.126 METERS 05600     |
 GW0434| GW0436 ELAM AZ MK                                         2352609.5 |
 GW0434|---------------------------------------------------------------------|
 GW0434
 GW0434                          SUPERSEDED SURVEY CONTROL
 GW0434
 GW0434  NAD 83(1993)-  37 17 26.77967(N)    078 36 18.78723(W) AD(       ) 2
 GW0434  NAD 83(1986)-  37 17 26.78569(N)    078 36 18.80554(W) AD(       ) 2
 GW0434  NAD 27      -  37 17 26.24615(N)    078 36 19.80104(W) AD(       ) 2
 GW0434  NGVD 29 (??/??/92)  207.744  (m)          681.57   (f) ADJ UNCH    2 0
 GW0434
 GW0434.Superseded values are not recommended for survey control.
 GW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0434.See file dsdata.txt to determine how the superseded data were derived.
 GW0434
 GW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB1228129818(NAD 83)
 GW0434_MARKER: DE = TRAVERSE STATION DISK
 GW0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0434_STAMPING: ELAM 1964
 GW0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0434+STABILITY: SURFACE MOTION
 GW0434
 GW0434  HISTORY     - Date     Condition        Report By
 GW0434  HISTORY     - 1965     MONUMENTED       CGS
 GW0434  HISTORY     - 1965     GOOD             NGS
 GW0434  HISTORY     - 20010301 MARK NOT FOUND   USPSQD
 GW0434  HISTORY     - 20060306 MARK NOT FOUND   VADOT
 GW0434
 GW0434                          STATION DESCRIPTION
 GW0434
 GW0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0434'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST
 GW0434'OF PAMPLIN, 2.5 MILES SOUTHWEST OF PROSPECT AND ON THE SOUTH
 GW0434'RIGHT-OF-WAY OF U.S. HIGHWAY 460.
 GW0434'
 GW0434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW0434'AND STATE SECONDARY HIGHWAY 626 IN PROSPECT, GO WESTERLY
 GW0434'ON U.S. HIGHWAY 460 FOR 2.85 MILES TO THE STATION ON THE
 GW0434'LEFT.
 GW0434'
 GW0434'THE STATION MARK IS 33 FEET SOUTHEAST OF THE APPROXIMATE
 GW0434'CENTER OF U.S. HIGHWAY 460 AND 9 FEET NORTHWEST OF THE EDGE
 GW0434'OF A CUT BANK FOR THE NORFOLK AND WESTERN RAILROAD.  IT
 GW0434'IS A STANDARD TRAVERSE DISK STAMPED ELAM 1964 SET IN A FLUSH,
 GW0434'SQUARE CONCRETE MONUMENT.
 GW0434'
 GW0434'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF THE APPROXIMATE
 GW0434'CENTER OF U.S. HIGHWAY 460, 10.4 FEET SOUTHWEST OF A SMALL
 GW0434'OAK TREE WITH A TRIANGULAR BLAZE AND 7 FEET NORTHWEST OF
 GW0434'THE EDGE OF A CUT BANK FOR THE NORFOLK AND WESTERN RAILROAD.
 GW0434'IT IS A STANDARD DISK STAMPED ELAM NO 1 1964 SET IN A FLUSH,
 GW0434'SQUARE CONCRETE MONUMENT.
 GW0434'
 GW0434'THE AZIMUTH MARK IS 28 FEET SOUTHEAST OF THE APPROXIMATE
 GW0434'CENTER OF U.S. HIGHWAY 460 AND 3.6 FEET NORTHWEST OF A METAL
 GW0434'WITNESS POST.  IT IS A STANDARD DISK STAMPED ELAM 1964 SET
 GW0434'IN A FLUSH, SQUARE CONCRETE MONUMENT.
 GW0434'
 GW0434'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWESTERLY
 GW0434'ON U.S. HIGHWAY 460 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 GW0434'
 GW0434'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GW0434
 GW0434                          STATION RECOVERY (1965)
 GW0434
 GW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0434'2.8 MI W FROM PROSPECT.
 GW0434'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 460 FROM STATE SECONDARY
 GW0434'HIGHWAY 626 IN PROSPECT TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0434'POST FLUSH WITH THE GROUND, 33 FEET SOUTHEAST OF THE CENTER OF
 GW0434'THE HIGHWAY AND 9 FEET NORTHWEST OF THE EDGE OF A CUT BANK FOR
 GW0434'THE NORFOLK AND WESTERN RAILROAD AND ABOUT 2.0 FEET ABOVE THE
 GW0434'LEVEL OF THE HIGHWAY.
 GW0434
 GW0434                          STATION RECOVERY (2001)
 GW0434
 GW0434'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0434'MONUMENT FOUND IN PLACE-DISC MISSING.
 GW0434
 GW0434                          STATION RECOVERY (2006)
 GW0434
 GW0434'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (AGW)
 GW0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0436 ***********************************************************************
 GW0436  DESIGNATION -  ELAM AZ MK
 GW0436  PID         -  GW0436
 GW0436  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0436  USGS QUAD   -  PROSPECT (1979)
 GW0436
 GW0436                         *CURRENT SURVEY CONTROL
 GW0436  ___________________________________________________________________
 GW0436* NAD 83(1986)-  37 17 17.     (N)    078 36 38.     (W)     SCALED    
 GW0436* NAVD 88     -       211.600  (meters)     694.22   (feet)  ADJUSTED  
 GW0436  ___________________________________________________________________
 GW0436  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 GW0436  DYNAMIC HT  -         211.448 (meters)     693.73  (feet)  COMP
 GW0436  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 GW0436
 GW0436  VERT ORDER  -  SECOND    CLASS 0
 GW0436
 GW0436.The horizontal coordinates were scaled from a topographic map and have
 GW0436.an estimated accuracy of +/- 6 seconds.
 GW0436
 GW0436.The orthometric height was determined by differential leveling
 GW0436.and adjusted by the National Geodetic Survey in June 1991..
 GW0436
 GW0436.The geoid height was determined by GEOID03.
 GW0436
 GW0436.The dynamic height is computed by dividing the NAVD 88
 GW0436.geopotential number by the normal gravity value computed on the
 GW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0436.degrees latitude (g = 980.6199 gals.).
 GW0436
 GW0436.The modeled gravity was interpolated from observed gravity values.
 GW0436
 GW0436;                    North         East    Units  Estimated Accuracy
 GW0436;SPC VA S     - 1,105,960.    3,490,200.      MT  (+/- 180 meters Scaled)
 GW0436
 GW0436                          SUPERSEDED SURVEY CONTROL
 GW0436
 GW0436  NGVD 29 (??/??/92)  211.856  (m)          695.06   (f) ADJ UNCH    2 0
 GW0436
 GW0436.Superseded values are not recommended for survey control.
 GW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0436.See file dsdata.txt to determine how the superseded data were derived.
 GW0436
 GW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB118295(NAD 83)
 GW0436_MARKER: DZ = AZIMUTH MARK DISK
 GW0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0436_STAMPING: ELAM 1964
 GW0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0436+STABILITY: SURFACE MOTION
 GW0436
 GW0436  HISTORY     - Date     Condition        Report By
 GW0436  HISTORY     - 1964     MONUMENTED       CGS
 GW0436  HISTORY     - 1965     GOOD             NGS
 GW0436  HISTORY     - 20010301 MARK NOT FOUND   USPSQD
 GW0436  HISTORY     - 20060306 MARK NOT FOUND   VADOT
 GW0436
 GW0436                          STATION DESCRIPTION
 GW0436
 GW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0436'3.2 MI W FROM PROSPECT.
 GW0436'ABOUT 3.15 MILES WEST ALONG U.S. HIGHWAY 460 FROM STATE SECONDARY
 GW0436'HIGHWAY 626 IN PROSPECT TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0436'POST FLUSH WITH THE GROUND, 28 FEET SOUTHEAST OF THE APPROXIMATE
 GW0436'CENTER OF THE HIGHWAY, 3.6 FEET NORTHWEST OF A METAL WITNESS POST
 GW0436'AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW0436
 GW0436                          STATION RECOVERY (2001)
 GW0436
 GW0436'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0436'MARK NOT FOUND.
 GW0436
 GW0436                          STATION RECOVERY (2006)
 GW0436
 GW0436'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (AGW)
 GW0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5146 ***********************************************************************
 GV5146  DESIGNATION -  ELECT 1912
 GV5146  PID         -  GV5146
 GV5146  STATE/COUNTY-  VA/NEW KENT
 GV5146  USGS QUAD   -  TUNSTALL (1984)
 GV5146
 GV5146                         *CURRENT SURVEY CONTROL
 GV5146  ___________________________________________________________________
 GV5146* NAD 83(1993)-  37 36 06.80042(N)    077 03 52.37251(W)     ADJUSTED  
 GV5146* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5146  ___________________________________________________________________
 GV5146  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 GV5146  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 GV5146
 GV5146  HORZ ORDER  -  THIRD
 GV5146
 GV5146.The horizontal coordinates were established by classical geodetic methods
 GV5146.and adjusted by the National Geodetic Survey in November 1994..
 GV5146
 GV5146.The orthometric height was scaled from a topographic map.
 GV5146
 GV5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5146
 GV5146.The geoid height was determined by GEOID03.
 GV5146
 GV5146;                    North         East     Units Scale Factor Converg.
 GV5146;SPC VA S     - 1,141,742.779 3,626,747.069   MT  0.99995374   +0 52 16.4
 GV5146;SPC VA S     - 3,745,867.77 11,898,752.68   sFT  0.99995374   +0 52 16.4
 GV5146;UTM  18      - 4,163,649.251   317,752.532   MT  1.00000913   -1 15 36.3
 GV5146
 GV5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5146!SPC VA S     -   1.00000520  x   0.99995374  =   0.99995894
 GV5146!UTM  18      -   1.00000520  x   1.00000913  =   1.00001433
 GV5146
 GV5146|---------------------------------------------------------------------|
 GV5146| PID    Reference Object                     Distance      Geod. Az  |
 GV5146|                                                           dddmmss.s |
 GV5146| GV5222 WOODS                               118.979 METERS 02722     |
 GV5146| GV5164 HOPE                                306.716 METERS 08903     |
 GV5146| GV5196 RAY 1912                            343.525 METERS 13146     |
 GV5146| GV5216 WAR                                 269.236 METERS 30720     |
 GV5146| GV5169 LIBERTY                             402.583 METERS 3253752.4 |
 GV5146|---------------------------------------------------------------------|
 GV5146
 GV5146                          SUPERSEDED SURVEY CONTROL
 GV5146
 GV5146  NAD 83(1986)-  37 36 06.80185(N)    077 03 52.38977(W) AD(       ) 3
 GV5146  NAD 27      -  37 36 06.25000(N)    077 03 53.40400(W) AD(       ) 3
 GV5146
 GV5146.Superseded values are not recommended for survey control.
 GV5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5146.See file dsdata.txt to determine how the superseded data were derived.
 GV5146
 GV5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1775363649(NAD 83)
 GV5146_MARKER: Z = SEE DESCRIPTION
 GV5146_SETTING: 0 = UNSPECIFIED SETTING
 GV5146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5146
 GV5146  HISTORY     - Date     Condition        Report By
 GV5146  HISTORY     - 1912     MONUMENTED       CGS
 GV5146  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV5146  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5146  HISTORY     - 20050317 MARK NOT FOUND   USPSQD
 GV5146
 GV5146                          STATION DESCRIPTION
 GV5146
 GV5146'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5146'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV5146'CONSISTS OF A TRIPOD AND SCAFFOLD ON WET MARSHY GROUND ABOUT 2
 GV5146'METERS INSIDE THE LOW-WATER-LINE, OPPOSITE STATION WOODS.
 GV5146'
 GV5146'NOT OTHERWISE MARKED.
 GV5146
 GV5146                          STATION RECOVERY (2000)
 GV5146
 GV5146'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5146'MARK NOT FOUND.
 GV5146
 GV5146                          STATION RECOVERY (2001)
 GV5146
 GV5146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5146
 GV5146                          STATION RECOVERY (2005)
 GV5146
 GV5146'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV5146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9094 ***********************************************************************
 HV9094  DESIGNATION -  ELECTRIC
 HV9094  PID         -  HV9094
 HV9094  STATE/COUNTY-  VA/FAIRFAX
 HV9094  USGS QUAD   -  FALLS CHURCH (1994)
 HV9094
 HV9094                         *CURRENT SURVEY CONTROL
 HV9094  ___________________________________________________________________
 HV9094* NAD 83(1993)-  38 53 59.56679(N)    077 14 44.65753(W)     ADJUSTED  
 HV9094* NAVD 88     -       133.0    (meters)     436.     (feet)  VERTCON   
 HV9094  ___________________________________________________________________
 HV9094  X           -   1,097,313.646 (meters)                     COMP
 HV9094  Y           -  -4,847,753.344 (meters)                     COMP
 HV9094  Z           -   3,983,736.628 (meters)                     COMP
 HV9094  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HV9094  ELLIP HEIGHT-         101.19  (meters)          (05/17/02) GPS OBS
 HV9094  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV9094
 HV9094  HORZ ORDER  -  SECOND
 HV9094  ELLP ORDER  -  FOURTH    CLASS II
 HV9094
 HV9094.The horizontal coordinates were established by GPS observations
 HV9094.and adjusted by the National Geodetic Survey in November 1994..
 HV9094
 HV9094.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9094
 HV9094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9094
 HV9094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9094
 HV9094.The ellipsoidal height was determined by GPS observations
 HV9094.and is referenced to NAD 83.
 HV9094
 HV9094.The geoid height was determined by GEOID03.
 HV9094
 HV9094;                    North         East     Units Scale Factor Converg.
 HV9094;SPC VA N     - 2,137,630.036 3,608,797.464   MT  0.99996050   +0 46 58.1
 HV9094;SPC VA N     - 7,013,207.88 11,839,863.01   sFT  0.99996050   +0 46 58.1
 HV9094;UTM  18      - 4,308,063.580   305,253.181   MT  1.00006704   -1 24 38.4
 HV9094
 HV9094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9094!SPC VA N     -   0.99998412  x   0.99996050  =   0.99994462
 HV9094!UTM  18      -   0.99998412  x   1.00006704  =   1.00005116
 HV9094
 HV9094                          SUPERSEDED SURVEY CONTROL
 HV9094
 HV9094  ELLIP H (11/14/94)  101.13   (m)                       GP(       ) 4 2
 HV9094  NAD 83(1993)-  38 53 59.56607(N)    077 14 44.65983(W) AD(       ) 2
 HV9094  NGVD 29 (09/10/92)  133.2    (m)          437.     (f) GPS OBS        
 HV9094
 HV9094.Superseded values are not recommended for survey control.
 HV9094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9094.See file dsdata.txt to determine how the superseded data were derived.
 HV9094
 HV9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0525308064(NAD 83)
 HV9094_MARKER: DD = SURVEY DISK
 HV9094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV9094_SP_SET: IN ABANDONED BRIDGE ABUTMENT
 HV9094_STAMPING: ELECTRIC 1979
 HV9094_MARK LOGO: VA-059
 HV9094_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9094+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2004
 HV9094
 HV9094  HISTORY     - Date     Condition        Report By
 HV9094  HISTORY     - 1979     MONUMENTED       VA-059
 HV9094  HISTORY     - 19911017 GOOD
 HV9094  HISTORY     - 20040110 GOOD             BOWMAN
 HV9094
 HV9094                          STATION DESCRIPTION
 HV9094
 HV9094'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1979
 HV9094'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, IN THE TOWN OF
 HV9094'VIENNA.  TO REACH THE STATION FROM THE INTERSECTION OF LEE HIGHWAY
 HV9094'(U.S.29) AND CEDAR LANE (S.R. 698), PROCEED 1.55 MI (2.49 KM)
 HV9094'NORTHERLY ALONG CEDAR LANE TO THE CROSSING OF A BIKE TRAIL.  TURN LEFT
 HV9094'ONTO THE BIKE TRAIL AND TRAVEL WESTERLY FOR 0.6 MI (1.0 KM) TO AN OLD
 HV9094'RAILROAD BRIDGE ABUTMENT AND THE STATION ON THE RIGHT.
 HV9094'THE STATION IS A FAIRFAX COUNTY DISK SET FLUSH IN THE SOUTHERN END OF
 HV9094'AN ABANDONED CONCRETE BRIDGE ABUTMENT, STAMPED ELECTRIC 1979. THE
 HV9094'DISK IS LOCATED 68.02 FT (20.73 M) WEST OF A PK NAIL IN A 2.0 FT
 HV9094'(0.6 M) POPLAR TREE, AND 58.28 FT (17.76 M) SOUTH OF ANOTHER PK
 HV9094'NAIL IN A 1.3 FT (0.4 M) MAPLE TREE.
 HV9094
 HV9094                          STATION RECOVERY (1991)
 HV9094
 HV9094'RECOVERED 1991
 HV9094'RECOVERED IN GOOD CONDITION.
 HV9094
 HV9094                          STATION RECOVERY (2004)
 HV9094
 HV9094'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 HV9094'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5523 ***********************************************************************
 GV5523  DESIGNATION -  ELEVATED GRAY TANK 1 CUP
 GV5523  PID         -  GV5523
 GV5523  STATE/COUNTY-  VA/CHESTERFIELD
 GV5523  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5523
 GV5523                         *CURRENT SURVEY CONTROL
 GV5523  ___________________________________________________________________
 GV5523* NAD 83(1993)-  37 24 49.23755(N)    077 26 59.97816(W)     ADJUSTED  
 GV5523* NAVD 88     -                                                        
 GV5523  ___________________________________________________________________
 GV5523  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV5523  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GV5523
 GV5523  HORZ ORDER  -  THIRD
 GV5523
 GV5523.The horizontal coordinates were established by classical geodetic methods
 GV5523.and adjusted by the National Geodetic Survey in September 1995..
 GV5523
 GV5523
 GV5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5523
 GV5523.The geoid height was determined by GEOID03.
 GV5523
 GV5523;                    North         East     Units Scale Factor Converg.
 GV5523;SPC VA S     - 1,120,408.001 3,592,947.070   MT  0.99994573   +0 38 14.2
 GV5523;SPC VA S     - 3,675,871.92 11,787,860.51   sFT  0.99994573   +0 38 14.2
 GV5523;UTM  18      - 4,143,581.989   283,178.350   MT  1.00017912   -1 29 20.8
 GV5523
 GV5523                          SUPERSEDED SURVEY CONTROL
 GV5523
 GV5523  NAD 83(1993)-  37 24 49.23792(N)    077 26 59.97730(W) AD(       ) 4
 GV5523  NAD 83(1986)-  37 24 49.24425(N)    077 26 59.99433(W) AD(       ) 4
 GV5523  NAD 27      -  37 24 48.70700(N)    077 27 01.05600(W) AD(       ) 3
 GV5523
 GV5523.Superseded values are not recommended for survey control.
 GV5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5523.See file dsdata.txt to determine how the superseded data were derived.
 GV5523
 GV5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8317843582(NAD 83)
 GV5523_MARKER: 53 = ELEVATED TANK
 GV5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5523+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 GV5523
 GV5523  HISTORY     - Date     Condition        Report By
 GV5523  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5523  HISTORY     - 19940220 GOOD             USPSQD
 GV5523  HISTORY     - 20040605 GOOD             USPSQD
 GV5523  HISTORY     - 20050812 GOOD             USPSQD
 GV5523
 GV5523                          STATION DESCRIPTION
 GV5523
 GV5523'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5318 ***********************************************************************
 GV5318  DESIGNATION -  ELEVATED WATER TANK 1
 GV5318  PID         -  GV5318
 GV5318  STATE/COUNTY-  VA/CHARLES CITY
 GV5318  USGS QUAD   -  CHARLES CITY (1987)
 GV5318
 GV5318                         *CURRENT SURVEY CONTROL
 GV5318  ___________________________________________________________________
 GV5318* NAD 83(1993)-  37 19 32.77352(N)    077 07 11.88497(W)     ADJUSTED  
 GV5318* NAVD 88     -                                                        
 GV5318  ___________________________________________________________________
 GV5318  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 GV5318  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 GV5318
 GV5318  HORZ ORDER  -  THIRD
 GV5318
 GV5318.The horizontal coordinates were established by classical geodetic methods
 GV5318.and adjusted by the National Geodetic Survey in September 1995..
 GV5318
 GV5318
 GV5318.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5318
 GV5318.The geoid height was determined by GEOID03.
 GV5318
 GV5318;                    North         East     Units Scale Factor Converg.
 GV5318;SPC VA S     - 1,111,029.286 3,622,301.906   MT  0.99994567   +0 50 15.3
 GV5318;SPC VA S     - 3,645,101.92 11,884,168.84   sFT  0.99994567   +0 50 15.3
 GV5318;UTM  18      - 4,133,119.677   312,169.899   MT  1.00003460   -1 17 08.9
 GV5318
 GV5318                          SUPERSEDED SURVEY CONTROL
 GV5318
 GV5318  NAD 83(1993)-  37 19 32.77455(N)    077 07 11.88566(W) AD(       ) 4
 GV5318  NAD 83(1986)-  37 19 32.77843(N)    077 07 11.90266(W) AD(       ) 4
 GV5318  NAD 27      -  37 19 32.25000(N)    077 07 13.00000(W) AD(       ) 3
 GV5318
 GV5318.Superseded values are not recommended for survey control.
 GV5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5318.See file dsdata.txt to determine how the superseded data were derived.
 GV5318
 GV5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1217033120(NAD 83)
 GV5318_MARKER: 53 = ELEVATED TANK
 GV5318
 GV5318  HISTORY     - Date     Condition        Report By
 GV5318  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5318  HISTORY     - 1942     GOOD             CGS
 GV5318  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GV5318  HISTORY     - 19960309 POOR             USPSQD
 GV5318  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5318  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5318
 GV5318                          STATION DESCRIPTION
 GV5318
 GV5318'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5318'LOCATED ON HIGH GROUND ON THE EAST SIDE OF AND ABOUT 2/3 MILE
 GV5318'FROM THE MOUTH OF BUCKLANDS CREEK, AND ABOUT 1.1 MILES
 GV5318'WEST-NORTHWEST OF WILLCOX WHARF.
 GV5318
 GV5318                          STATION RECOVERY (1942)
 GV5318
 GV5318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5318'1938 DESCRIPTION IS ADEQUATE WITH FOLLOWING ADDITION--TANK IS
 GV5318'WHITE APPEARS TO BE ABOUT 100 FEET HIGH.
 GV5318
 GV5318                          STATION RECOVERY (1958)
 GV5318
 GV5318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 GV5318'INTERSECTION STATION HAS BEEN DESTROYED.  TANK HAS BEEN REMOVED
 GV5318'BUT THE SUPPORTING STEEL LEGS WITH WOODEN PLATFORM AT TOP STILL
 GV5318'EXISTS.
 GV5318
 GV5318                          STATION RECOVERY (1996)
 GV5318
 GV5318'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5318'MARK RECOVERED IN POOR CONDITION.
 GV5318
 GV5318                          STATION RECOVERY (2000)
 GV5318
 GV5318'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5318'MARK NOT FOUND.
 GV5318
 GV5318                          STATION RECOVERY (2001)
 GV5318
 GV5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5319 ***********************************************************************
 GV5319  DESIGNATION -  ELEVATED WATER TANK 2
 GV5319  PID         -  GV5319
 GV5319  STATE/COUNTY-  VA/CHARLES CITY
 GV5319  USGS QUAD   -  CHARLES CITY (1987)
 GV5319
 GV5319                         *CURRENT SURVEY CONTROL
 GV5319  ___________________________________________________________________
 GV5319* NAD 83(1993)-  37 19 11.19522(N)    077 06 27.90413(W)     ADJUSTED  
 GV5319* NAVD 88     -                                                        
 GV5319  ___________________________________________________________________
 GV5319  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 GV5319  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 GV5319
 GV5319  HORZ ORDER  -  THIRD
 GV5319
 GV5319.The horizontal coordinates were established by classical geodetic methods
 GV5319.and adjusted by the National Geodetic Survey in September 1995..
 GV5319
 GV5319
 GV5319.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5319
 GV5319.The geoid height was determined by GEOID03.
 GV5319
 GV5319;                    North         East     Units Scale Factor Converg.
 GV5319;SPC VA S     - 1,110,380.059 3,623,394.330   MT  0.99994575   +0 50 42.0
 GV5319;SPC VA S     - 3,642,971.91 11,887,752.90   sFT  0.99994575   +0 50 42.0
 GV5319;UTM  18      - 4,132,430.361   313,237.611   MT  1.00002968   -1 16 41.6
 GV5319
 GV5319                          SUPERSEDED SURVEY CONTROL
 GV5319
 GV5319  NAD 83(1993)-  37 19 11.19635(N)    077 06 27.90487(W) AD(       ) 4
 GV5319  NAD 83(1986)-  37 19 11.19996(N)    077 06 27.92187(W) AD(       ) 4
 GV5319  NAD 27      -  37 19 10.66700(N)    077 06 29.02400(W) AD(       ) 3
 GV5319
 GV5319.Superseded values are not recommended for survey control.
 GV5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5319.See file dsdata.txt to determine how the superseded data were derived.
 GV5319
 GV5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1323832430(NAD 83)
 GV5319_MARKER: 53 = ELEVATED TANK
 GV5319
 GV5319  HISTORY     - Date     Condition        Report By
 GV5319  HISTORY     - 1938     FIRST OBSERVED   CGS
 GV5319  HISTORY     - 1938     GOOD             CGS
 GV5319  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GV5319  HISTORY     - 19960309 POOR             USPSQD
 GV5319  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5319  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5319
 GV5319                          STATION DESCRIPTION
 GV5319
 GV5319'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5319'LOCATED ON THE NORTH SIDE OF THE JAMES RIVER ABOUT 900 METERS WEST
 GV5319'OF WILLCOX WHARF AND ABOUT 150 TO 200 METERS FROM.  IT IS ON
 GV5319'THE HIGH GROUND EAST OF THE MOUTH OF BUCKLANDS CREEK.
 GV5319
 GV5319                          STATION RECOVERY (1938)
 GV5319
 GV5319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (LWS)
 GV5319'1938 DESCRIPTION ADEQUATE.
 GV5319
 GV5319                          STATION RECOVERY (1958)
 GV5319
 GV5319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 GV5319'INTERSECTION STATION RECOVERED AS DESCRIBED BUT TANK IS NO
 GV5319'LONGER IN USE AND IS FALLING APART.
 GV5319
 GV5319                          STATION RECOVERY (1996)
 GV5319
 GV5319'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5319'MARK RECOVERED IN POOR CONDITION.
 GV5319
 GV5319                          STATION RECOVERY (2000)
 GV5319
 GV5319'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5319'MARK NOT FOUND.
 GV5319
 GV5319                          STATION RECOVERY (2001)
 GV5319
 GV5319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4424 ***********************************************************************
 GV4424  DESIGNATION -  ELEVATED WOODEN TANK
 GV4424  PID         -  GV4424
 GV4424  STATE/COUNTY-  VA/YORK
 GV4424  USGS QUAD   -  CLAY BANK (1984)
 GV4424
 GV4424                         *CURRENT SURVEY CONTROL
 GV4424  ___________________________________________________________________
 GV4424* NAD 83(1993)-  37 15 47.47670(N)    076 34 18.68297(W)     ADJUSTED  
 GV4424* NAVD 88     -                                                        
 GV4424  ___________________________________________________________________
 GV4424  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GV4424  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 GV4424
 GV4424  HORZ ORDER  -  THIRD
 GV4424
 GV4424.The horizontal coordinates were established by classical geodetic methods
 GV4424.and adjusted by the National Geodetic Survey in September 1995..
 GV4424
 GV4424
 GV4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4424
 GV4424.The geoid height was determined by GEOID03.
 GV4424
 GV4424;                    North         East     Units Scale Factor Converg.
 GV4424;SPC VA S     - 1,104,936.602 3,671,012.990   MT  0.99994705   +1 10 12.9
 GV4424;SPC VA S     - 3,625,112.84 12,043,981.78   sFT  0.99994705   +1 10 12.9
 GV4424;UTM  18      - 4,125,227.073   360,621.207   MT  0.99983930   -0 57 06.8
 GV4424
 GV4424                          SUPERSEDED SURVEY CONTROL
 GV4424
 GV4424  NAD 83(1993)-  37 15 47.47799(N)    076 34 18.68908(W) AD(       ) 4
 GV4424  NAD 83(1986)-  37 15 47.48471(N)    076 34 18.70939(W) AD(       ) 4
 GV4424  NAD 27      -  37 15 46.96000(N)    076 34 19.87000(W) AD(       ) 3
 GV4424
 GV4424.Superseded values are not recommended for survey control.
 GV4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4424.See file dsdata.txt to determine how the superseded data were derived.
 GV4424
 GV4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6062125227(NAD 83)
 GV4424_MARKER: 53 = ELEVATED TANK
 GV4424
 GV4424  HISTORY     - Date     Condition        Report By
 GV4424  HISTORY     - 1945     FIRST OBSERVED   CGS
 GV4424
 GV4424                          STATION DESCRIPTION
 GV4424
 GV4424'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3352 ***********************************************************************
 FX3352  DESIGNATION -  ELEVATOR SOUTHEAST GABLE
 FX3352  PID         -  FX3352
 FX3352  STATE/COUNTY-  VA/C OF NORFOLK
 FX3352  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3352
 FX3352                         *CURRENT SURVEY CONTROL
 FX3352  ___________________________________________________________________
 FX3352* NAD 83(1993)-  36 50 27.92816(N)    076 16 38.89673(W)     ADJUSTED  
 FX3352* NAVD 88     -                                                        
 FX3352  ___________________________________________________________________
 FX3352  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX3352  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX3352
 FX3352  HORZ ORDER  -  THIRD
 FX3352
 FX3352.The horizontal coordinates were established by classical geodetic methods
 FX3352.and adjusted by the National Geodetic Survey in September 1995..
 FX3352
 FX3352
 FX3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3352
 FX3352.The geoid height was determined by GEOID03.
 FX3352
 FX3352;                    North         East     Units Scale Factor Converg.
 FX3352;SPC VA S     - 1,058,681.593 3,698,221.096   MT  0.99998732   +1 20 56.1
 FX3352;SPC VA S     - 3,473,357.86 12,133,247.05   sFT  0.99998732   +1 20 56.1
 FX3352;UTM  18      - 4,078,005.772   386,096.850   MT  0.99975983   -0 45 57.8
 FX3352
 FX3352                          SUPERSEDED SURVEY CONTROL
 FX3352
 FX3352  NAD 83(1986)-  36 50 27.93389(N)    076 16 38.93209(W) AD(       ) 4
 FX3352  NAD 27      -  36 50 27.40200(N)    076 16 40.14100(W) AD(       ) 3
 FX3352
 FX3352.Superseded values are not recommended for survey control.
 FX3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3352.See file dsdata.txt to determine how the superseded data were derived.
 FX3352
 FX3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8609778006(NAD 83)
 FX3352_MARKER: 81 = GABLE
 FX3352
 FX3352  HISTORY     - Date     Condition        Report By
 FX3352  HISTORY     - 1913     FIRST OBSERVED   CGS
 FX3352  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 FX3352
 FX3352                          STATION DESCRIPTION
 FX3352
 FX3352'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5175 ***********************************************************************
 HV5175  DESIGNATION -  ELEVEN OAKS
 HV5175  PID         -  HV5175
 HV5175  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5175  USGS QUAD   -  FAIRFAX (1994)
 HV5175
 HV5175                         *CURRENT SURVEY CONTROL
 HV5175  ___________________________________________________________________
 HV5175* NAD 83(1993)-  38 50 14.18177(N)    077 18 31.61486(W)     ADJUSTED  
 HV5175* NAVD 88     -       141.5    (meters)     464.     (feet)  VERTCON   
 HV5175  ___________________________________________________________________
 HV5175  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HV5175  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV5175
 HV5175  HORZ ORDER  -  SECOND
 HV5175
 HV5175.The horizontal coordinates were established by classical geodetic methods
 HV5175.and adjusted by the National Geodetic Survey in November 1994..
 HV5175
 HV5175.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5175
 HV5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5175
 HV5175.The geoid height was determined by GEOID03.
 HV5175
 HV5175;                    North         East     Units Scale Factor Converg.
 HV5175;SPC VA N     - 2,130,607.892 3,603,419.405   MT  0.99995572   +0 44 36.5
 HV5175;SPC VA N     - 6,990,169.39 11,822,218.50   sFT  0.99995572   +0 44 36.5
 HV5175;UTM  18      - 4,301,251.505   299,609.703   MT  1.00009451   -1 26 54.0
 HV5175
 HV5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5175!SPC VA N     -   0.99998279  x   0.99995572  =   0.99993851
 HV5175!UTM  18      -   0.99998279  x   1.00009451  =   1.00007730
 HV5175
 HV5175:                Primary Azimuth Mark                     Grid Az
 HV5175:SPC VA N     -  FAIRFAX CO POLICE RAD MAST               004 51 06.2
 HV5175:UTM  18      -  FAIRFAX CO POLICE RAD MAST               007 02 36.7
 HV5175
 HV5175|---------------------------------------------------------------------|
 HV5175| PID    Reference Object                     Distance      Geod. Az  |
 HV5175|                                                           dddmmss.s |
 HV5175| HV5176 FAIRFAX CO POLICE RAD MAST          APPROX. 0.9 KM 0053542.7 |
 HV5175| DC6241 ELEVEN OAKS RM 3                                   03105     |
 HV5175| DC6239 ELEVEN OAKS RM 1                     27.430 METERS 15844     |
 HV5175| DC6240 ELEVEN OAKS RM 2                     37.673 METERS 28644     |
 HV5175| HV5178 FAIRFAX RAD STA WEEL W MAST         APPROX. 1.8 KM 3400456.5 |
 HV5175| HV5177 FAIRFAX MUN TANK                    APPROX. 0.7 KM 3523355.5 |
 HV5175| HV5186 COB                                 APPROX. 0.9 KM 3554335.3 |
 HV5175|---------------------------------------------------------------------|
 HV5175
 HV5175                          SUPERSEDED SURVEY CONTROL
 HV5175
 HV5175  NAD 83(1993)-  38 50 14.18043(N)    077 18 31.61983(W) AD(       ) 2
 HV5175  NAD 83(1986)-  38 50 14.18070(N)    077 18 31.62796(W) AD(       ) 2
 HV5175  NAD 27      -  38 50 13.77624(N)    077 18 32.67991(W) AD(       ) 2
 HV5175  NGVD 29 (07/19/86)  141.7    (m)          465.     (f) VERT ANG       
 HV5175
 HV5175.Superseded values are not recommended for survey control.
 HV5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5175.See file dsdata.txt to determine how the superseded data were derived.
 HV5175
 HV5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9961001252(NAD 83)
 HV5175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5175+STABILITY: SURFACE MOTION
 HV5175
 HV5175  HISTORY     - Date     Condition        Report By
 HV5175  HISTORY     - 1957     MONUMENTED       CGS
 HV5175  HISTORY     - 1970     GOOD             NGS
 HV5175  HISTORY     - 1975     GOOD             VA-059
 HV5175
 HV5175                          STATION DESCRIPTION
 HV5175
 HV5175'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5175'STATION IS LOCATED ON THE ELEVEN OAKS SCHOOL GROUNDS IN THE
 HV5175'SOUTH EDGE OF FAIRFAX VIRGINIA.  STATION IS 41 FEET SOUTH OF
 HV5175'APPROXIMATE CENTERLINE OF SCHOOL STREET, 20 FEET SOUTH-SOUTHWEST
 HV5175'OF FLAG POLE, 22 FEET WEST OF WEST SIDEWALK AND 56 FEET EAST
 HV5175'OF WEST DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HV5175'IS STAMPED ELEVEN OAKS 1957.
 HV5175'
 HV5175'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN CONCRETE CURB
 HV5175'AT ENTERANCE TO SCHOOL BUILDING AND 14 FEET SOUTH OF APPROXIMATE
 HV5175'CENTERLINE OF DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 HV5175'STAMPED ELEVEN OAKS NO 1 1957.
 HV5175'
 HV5175'REFERENCE MARK NO. 2 IS 28 FEET NORTH-NORTHWEST OF A POWERLINE
 HV5175'POLE WITH TRANSFORMER AND 10 FEET NORTH OF APPROXIMATE CENTERLINE
 HV5175'OF SCHOOL STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HV5175'IS STAMPED ELEVEN OAKS NO 2 1957.
 HV5175'
 HV5175'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 HV5175'
 HV5175'TO REACH FROM THE SIGNAL LIGHT AT THE INTERSECTION OF MAIN
 HV5175'STREET AND STATE HIGHWAY NO. 123 AT NORTHEAST CORNER OF
 HV5175'COURTHOUSE SQUARE IN FAIRFAX, GO SOUTH ON STATE HIGHWAY NO.
 HV5175'123 FOR 0.7 MILE TO SCHOOL STREET.  TURN LEFT AND GO EAST
 HV5175'ON SCHOOL STREET FOR 0.15 MILE TO ELEVEN OAKS SCHOOL AND STATION
 HV5175'ON RIGHT (SOUTH) SIDE OF ROAD AS DESCRIBED.
 HV5175'
 HV5175'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV5175
 HV5175                          STATION RECOVERY (1970)
 HV5175
 HV5175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBJ)
 HV5175'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED IN
 HV5175'1957.  REFERENCE MARK 2 HAS BEEN DESTROYED.  A REFERENCE MARK 3 WAS
 HV5175'ESTABLISHED AT THIS TIME.
 HV5175'
 HV5175'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED ELEVEN
 HV5175'OAKS 1957 NO 3 1970, CEMENTED IN A DRILLHOLE IN THE CURB ON THE
 HV5175'SOUTH SIDE OF SCHOOL STREET.  IT IS 138.6 FEET NORTHEAST OF THE
 HV5175'NORTHWEST CORNER OF THE ELEVEN OAKS SCHOOL, 86.3 FEET NORTH OF A
 HV5175'FLAG POLE AND 11.6 FEET SOUTH OF THE CENTERLINE OF SCHOOL STREET.
 HV5175'IT IS ABOUT THE SAME IN ELEVATION AS THE STATION.
 HV5175'
 HV5175'RESULTS OF A GEODIMETER TRAVERSE.
 HV5175'
 HV5175'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HV5175'
 HV5175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FAIRFAX.
 HV5175
 HV5175                          STATION RECOVERY (1975)
 HV5175
 HV5175'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5175'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV5175'MAP 57-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8394 ***********************************************************************
 HV8394  DESIGNATION -  ELGIN
 HV8394  PID         -  HV8394
 HV8394  STATE/COUNTY-  VA/FAIRFAX
 HV8394  USGS QUAD   -  FAIRFAX (1994)
 HV8394
 HV8394                         *CURRENT SURVEY CONTROL
 HV8394  ___________________________________________________________________
 HV8394* NAD 83(1993)-  38 47 11.26350(N)    077 19 00.51188(W)     ADJUSTED  
 HV8394* NAVD 88     -       134.     (meters)     440.     (feet)  VERTCON   
 HV8394  ___________________________________________________________________
 HV8394  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HV8394  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8394
 HV8394  HORZ ORDER  -  SECOND
 HV8394
 HV8394.The horizontal coordinates were established by classical geodetic methods
 HV8394.and adjusted by the National Geodetic Survey in November 1994..
 HV8394
 HV8394.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8394
 HV8394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8394
 HV8394.The geoid height was determined by GEOID03.
 HV8394
 HV8394;                    North         East     Units Scale Factor Converg.
 HV8394;SPC VA N     - 2,124,959.023 3,602,795.252   MT  0.99995272   +0 44 18.4
 HV8394;SPC VA N     - 6,971,636.39 11,820,170.76   sFT  0.99995272   +0 44 18.4
 HV8394;UTM  18      - 4,295,629.827   298,769.923   MT  1.00009866   -1 27 06.4
 HV8394
 HV8394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8394!SPC VA N     -   0.99998391  x   0.99995272  =   0.99993663
 HV8394!UTM  18      -   0.99998391  x   1.00009866  =   1.00008257
 HV8394
 HV8394                          SUPERSEDED SURVEY CONTROL
 HV8394
 HV8394  NAD 83(1993)-  38 47 11.26199(N)    077 19 00.51753(W) AD(       ) 2
 HV8394  NAD 83(1986)-  38 47 11.26256(N)    077 19 00.52526(W) AD(       ) 2
 HV8394  NGVD 29 (01/12/90)  135.     (m)          443.     (f) VERT ANG       
 HV8394
 HV8394.Superseded values are not recommended for survey control.
 HV8394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8394.See file dsdata.txt to determine how the superseded data were derived.
 HV8394
 HV8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9877095630(NAD 83)
 HV8394_MARKER: DD = SURVEY DISK
 HV8394_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8394_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8394
 HV8394  HISTORY     - Date     Condition        Report By
 HV8394  HISTORY     - 1969     MONUMENTED       VA-059
 HV8394  HISTORY     - 1977     MARK NOT FOUND   VA-059
 HV8394
 HV8394                          STATION DESCRIPTION
 HV8394
 HV8394'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8394'STATION IS 1.0 MILES SOUTH EAST OF FAIRFAX STATION.
 HV8394'
 HV8394'FROM THE SOUTHERN RAILROAD AT FAIRFAX STATION PROCEED 1.1 MILES SOUTH
 HV8394'ALONG OX ROAD, ROUTE 123, THENCE 0.5 MILES EAST ALONG POHICK ROAD,
 HV8394'ROUTE 641, STATION IS ABOUT 700 EAST OF JUCTION GUINEA ROAD, 20.5 FEET
 HV8394'SOUTH AND ABOUT 10.0 FEET HIGHER THAN CENTER ROAD OPPOSITE, 39.6 FEET
 HV8394'WEST OF VEPCO POLE NUMBER  IAB-9,
 HV8394'
 HV8394'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---ELGIN 1969---.
 HV8394
 HV8394                          STATION RECOVERY (1977)
 HV8394
 HV8394'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8394'THE STATION WAS NOT RECOVERED AFTER A 45 MINUTE SEARCH. IT IS NOT
 HV8394'POSSIBLE TO ASCERTAIN THE STATUS OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3206 ***********************************************************************
 FX3206  DESIGNATION -  ELIZABETH RIVER WINDMILL
 FX3206  PID         -  FX3206
 FX3206  STATE/COUNTY-  VA/C OF NORFOLK
 FX3206  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3206
 FX3206                         *CURRENT SURVEY CONTROL
 FX3206  ___________________________________________________________________
 FX3206* NAD 83(1993)-  36 53 45.75808(N)    076 18 48.33502(W)     ADJUSTED  
 FX3206* NAVD 88     -                                                        
 FX3206  ___________________________________________________________________
 FX3206  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 FX3206  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX3206
 FX3206  HORZ ORDER  -  THIRD
 FX3206
 FX3206.The horizontal coordinates were established by classical geodetic methods
 FX3206.and adjusted by the National Geodetic Survey in September 1995..
 FX3206
 FX3206
 FX3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3206
 FX3206.The geoid height was determined by GEOID03.
 FX3206
 FX3206;                    North         East     Units Scale Factor Converg.
 FX3206;SPC VA S     - 1,064,703.361 3,694,873.705   MT  0.99997904   +1 19 37.5
 FX3206;SPC VA S     - 3,493,114.28 12,122,264.81   sFT  0.99997904   +1 19 37.5
 FX3206;UTM  18      - 4,084,145.648   382,974.694   MT  0.99976871   -0 47 19.0
 FX3206
 FX3206                          SUPERSEDED SURVEY CONTROL
 FX3206
 FX3206  NAD 83(1986)-  36 53 45.76397(N)    076 18 48.37073(W) AD(       ) 4
 FX3206  NAD 27      -  36 53 45.23000(N)    076 18 49.58000(W) AD(       ) 3
 FX3206
 FX3206.Superseded values are not recommended for survey control.
 FX3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3206.See file dsdata.txt to determine how the superseded data were derived.
 FX3206
 FX3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8297584146(NAD 83)
 FX3206_MARKER: 66 = WINDMILL
 FX3206
 FX3206  HISTORY     - Date     Condition        Report By
 FX3206  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3206  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 FX3206
 FX3206                          STATION DESCRIPTION
 FX3206
 FX3206'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8395 ***********************************************************************
 HV8395  DESIGNATION -  ELK
 HV8395  PID         -  HV8395
 HV8395  STATE/COUNTY-  VA/FAIRFAX
 HV8395  USGS QUAD   -  HERNDON (1994)
 HV8395
 HV8395                         *CURRENT SURVEY CONTROL
 HV8395  ___________________________________________________________________
 HV8395* NAD 83(1993)-  38 52 34.07507(N)    077 29 32.77949(W)     ADJUSTED  
 HV8395* NAVD 88     -        86.254  (meters)     282.99   (feet)  ADJUSTED  
 HV8395  ___________________________________________________________________
 HV8395  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 HV8395  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV8395  DYNAMIC HT  -          86.207 (meters)     282.83  (feet)  COMP
 HV8395  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 HV8395
 HV8395  HORZ ORDER  -  SECOND
 HV8395  VERT ORDER  -  THIRD
 HV8395
 HV8395.The horizontal coordinates were established by classical geodetic methods
 HV8395.and adjusted by the National Geodetic Survey in November 1994..
 HV8395
 HV8395.The orthometric height was determined by differential leveling
 HV8395.and adjusted by the National Geodetic Survey in September 2004..
 HV8395.No vertical observational check was made to the station.
 HV8395
 HV8395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8395
 HV8395.The geoid height was determined by GEOID03.
 HV8395
 HV8395.The dynamic height is computed by dividing the NAVD 88
 HV8395.geopotential number by the normal gravity value computed on the
 HV8395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8395.degrees latitude (g = 980.6199 gals.).
 HV8395
 HV8395.The modeled gravity was interpolated from observed gravity values.
 HV8395
 HV8395;                    North         East     Units Scale Factor Converg.
 HV8395;SPC VA N     - 2,134,730.371 3,587,428.005   MT  0.99995855   +0 37 43.8
 HV8395;SPC VA N     - 7,003,694.56 11,769,753.38   sFT  0.99995855   +0 37 43.8
 HV8395;UTM  18      - 4,305,983.667   283,784.939   MT  1.00017569   -1 33 53.8
 HV8395
 HV8395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8395!SPC VA N     -   0.99999147  x   0.99995855  =   0.99995002
 HV8395!UTM  18      -   0.99999147  x   1.00017569  =   1.00016716
 HV8395
 HV8395                          SUPERSEDED SURVEY CONTROL
 HV8395
 HV8395  NAD 83(1993)-  38 52 34.07520(N)    077 29 32.78564(W) AD(       ) 2
 HV8395  NAD 83(1986)-  38 52 34.07439(N)    077 29 32.79264(W) AD(       ) 2
 HV8395  NGVD 29 (01/12/90)   86.5    (m)          284.     (f) VERT ANG       
 HV8395
 HV8395.Superseded values are not recommended for survey control.
 HV8395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8395.See file dsdata.txt to determine how the superseded data were derived.
 HV8395
 HV8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8378505984(NAD 83)
 HV8395_MARKER: DD = SURVEY DISK
 HV8395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8395_SP_SET: CONCRETE POST
 HV8395_STAMPING: ELK 1969
 HV8395_MARK LOGO: VA-059
 HV8395_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8395+STABILITY: SURFACE MOTION
 HV8395
 HV8395  HISTORY     - Date     Condition        Report By
 HV8395  HISTORY     - 1969     MONUMENTED       VA-059
 HV8395  HISTORY     - 1969     GOOD             VA-059
 HV8395  HISTORY     - 1974     GOOD             VA-059
 HV8395  HISTORY     - 1975     GOOD             VA-059
 HV8395  HISTORY     - 19920120 GOOD             MSI
 HV8395
 HV8395                          STATION DESCRIPTION
 HV8395
 HV8395'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8395'STATION IS 3.5 MILES WEST SOUTH WEST OF CHANTILLY IN THE RIGHT OF WAY
 HV8395'OF PLEASANT VALLEY ROAD,  ROUTE NUMBER 609
 HV8395'
 HV8395'FROM INTERSECTION ROUTE 657 AT CHANTILLY PROCEED NORTH WEST ON U.S.
 HV8395'ROUTE 50, 2.7 MILES TO ROUTE 609 LEFT, THENCE WITH SAME GENERALLY
 HV8395'SOUTH WEST 2.8 MILES TO STATION ON RIGHT. STATION IS AT ANGLE POINT
 HV8395'OF ROAD, 0.5 MILES SOUTH WEST OF INTERSECTION ROUTES 609 AND 620,
 HV8395'BRADDOCK ROAD, 4 FEET SOUTH EAST OF A ANGLE POINT IN A FENCE,  97.8
 HV8395'FEET SOUTH WEST OF A MAIL BOX.
 HV8395'
 HV8395'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---ELK 1969---
 HV8395
 HV8395                          STATION RECOVERY (1969)
 HV8395
 HV8395'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8395'RECOVERED IN GOOD CONDITION.
 HV8395
 HV8395                          STATION RECOVERY (1974)
 HV8395
 HV8395'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8395'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8395'DESCRIPTION.
 HV8395
 HV8395                          STATION RECOVERY (1975)
 HV8395
 HV8395'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8395'THE STATION AND REFERENCE MARKS WERE ALL RECOVERED IN GOOD CONDITION.
 HV8395'SEE FAIRFAX COUNTY TAX MAP 43-1, REVISED TO 1-1-76.
 HV8395
 HV8395                          STATION RECOVERY (1992)
 HV8395
 HV8395'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8395'STATION IS 3.5 MILES (5.6 KM) WEST SOUTH WEST OF CHANTILLY IN THE
 HV8395'RIGHT OF WAY OF PLEASANT VALLEY ROAD, ROUTE NUMBER 609 FROM
 HV8395'INTERSECTION ROUTE 657 AT CHANTILLY PROCEED NORTH WEST ON U.S. ROUTE
 HV8395'50, 2.7 MILES (4.3 KM) TO ROUTE 609 LEFT, THENCE WITH SAME GENERALLY
 HV8395'SOUTH WEST 2.8 MILES (4.5 KM) TO STATION ON RIGHT.  STATION IS AT
 HV8395'ANGLE POINT OF ROAD, 0.5 MILES (0.8 KM) SOUTH WEST OF INTERSECTION
 HV8395'ROUTES 609 AND 620, BRADDOCK ROAD, 4 FEET (1.2 M) SOUTH EAST OF A
 HV8395'ANGLE POINT IN A FENCE, 97.8 FEET (29.8 M) SOUTH WEST OF A MAIL BOX.
 HV8395'SEE FAIRFAX COUNTY TAX MAP 43-1, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8396 ***********************************************************************
 HV8396  DESIGNATION -  ELK 1
 HV8396  PID         -  HV8396
 HV8396  STATE/COUNTY-  VA/FAIRFAX
 HV8396  USGS QUAD   -  HERNDON (1994)
 HV8396
 HV8396                         *CURRENT SURVEY CONTROL
 HV8396  ___________________________________________________________________
 HV8396* NAD 83(1993)-  38 52 52.45640(N)    077 29 23.16178(W)     ADJUSTED  
 HV8396* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 HV8396  ___________________________________________________________________
 HV8396  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 HV8396  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV8396
 HV8396  HORZ ORDER  -  SECOND
 HV8396
 HV8396.The horizontal coordinates were established by classical geodetic methods
 HV8396.and adjusted by the National Geodetic Survey in November 1994..
 HV8396
 HV8396.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8396
 HV8396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8396
 HV8396.The geoid height was determined by GEOID03.
 HV8396
 HV8396;                    North         East     Units Scale Factor Converg.
 HV8396;SPC VA N     - 2,135,299.686 3,587,653.578   MT  0.99995895   +0 37 49.8
 HV8396;SPC VA N     - 7,005,562.39 11,770,493.45   sFT  0.99995895   +0 37 49.8
 HV8396;UTM  18      - 4,306,544.051   284,032.193   MT  1.00017438   -1 33 48.4
 HV8396
 HV8396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8396!SPC VA N     -   0.99999133  x   0.99995895  =   0.99995028
 HV8396!UTM  18      -   0.99999133  x   1.00017438  =   1.00016570
 HV8396
 HV8396                          SUPERSEDED SURVEY CONTROL
 HV8396
 HV8396  NAD 83(1993)-  38 52 52.45649(N)    077 29 23.16777(W) AD(       ) 2
 HV8396  NAD 83(1986)-  38 52 52.45571(N)    077 29 23.17488(W) AD(       ) 2
 HV8396  NGVD 29 (01/12/90)   87.4    (m)          287.     (f) VERT ANG       
 HV8396
 HV8396.Superseded values are not recommended for survey control.
 HV8396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8396.See file dsdata.txt to determine how the superseded data were derived.
 HV8396
 HV8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8403206544(NAD 83)
 HV8396_MARKER: Z = SEE DESCRIPTION
 HV8396_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV8396_SP_SET: OBJECT DRIVEN INTO GROUND
 HV8396_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8396
 HV8396  HISTORY     - Date     Condition        Report By
 HV8396  HISTORY     - 1975     MONUMENTED       VA-059
 HV8396
 HV8396                          STATION DESCRIPTION
 HV8396
 HV8396'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8396'THE STATION IS LOCATED ABOUT 10.1 MILES WEST OF FAIRFAX, 4.4 MILES
 HV8396'NORTHWEST OF CENTREVILLE, 3.1 MILES SOUTHWEST OF CHANTILLY, IN A SOD
 HV8396'FIELD IN THE WEST QUADRANT OF SCHNEIDERS CROSSROADS ON THE PROPERTY
 HV8396'OF LINTON AT 15621 BRADDOCK ROAD. SEE FAIRFAX COUNTY TAX MAP 43-1,
 HV8396'REVISED TO 1-1-76.
 HV8396'
 HV8396'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 28, SULLY ROAD, AND
 HV8396'ROUTE 50 IN CHANTILLY, GO WEST ON ROUTE 50 FOR 2.4 MILES TO THE
 HV8396'JUNCTION WITH ROUTE 609, PLEASANT VALLEY ROAD. TURN LEFT AND GO
 HV8396'SOUTHWEST FOR 2.3 MILES TO THE JUNCTION WITH ROUTE 620, BRADDOCK
 HV8396'ROAD. TURN RIGHT AND GO NORTHWEST ON ROUTE 620 FOR 0.3 MILES TO THE
 HV8396'ALVA W. LINTON SOD FARM AT 15621 BRADDOCK ROAD ON THE LEFT. TURN LEFT
 HV8396'ONTO GRAVEL DRIVE AND GO 0.2 MILES TO A WHITE FRAME HOUSE ON LEFT AND
 HV8396'STATION AT REAR OF HOUSE.
 HV8396'
 HV8396'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8396'CO DPW SUR --- IN THE GROUND AND 15 INCHES BELOW THE SURFACE WITH AN
 HV8396'ADDED IRON RAILROAD SPIKE TO AID IN MAGNETIC DETECTION. LOCATED 8
 HV8396'FEET E FROM THE NORTHEAST CORNER OF THE FRAME HOUSE.
 HV8396'
 HV8396'REFERENCE MARK NO. 01 IS A NAIL AND CAP IN THE SIDE OF A 6 INCH MAPLE
 HV8396'TREE.
 HV8396'
 HV8396'REFERENCE MARK NO. 02 IS A TRANSIT TACK IN THE SOUTHERN CORNER OF THE
 HV8396'FRAME HOUSE.
 HV8396'
 HV8396'REFERENCE MARK NO. 03 IS A NAIL AND CAP IN THE SIDE OF A 24 INCH
 HV8396'MULBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3168 ***********************************************************************
 GY3168  DESIGNATION -  ELK 2 RESET
 GY3168  PID         -  GY3168
 GY3168  STATE/COUNTY-  VA/BUCHANAN
 GY3168  USGS QUAD   -  HURLEY (1977)
 GY3168
 GY3168                         *CURRENT SURVEY CONTROL
 GY3168  ___________________________________________________________________
 GY3168* NAD 83(1993)-  37 28 47.58252(N)    082 00 15.63926(W)     ADJUSTED  
 GY3168* NAVD 88     -       683.8    (meters)    2243.     (feet)  VERTCON   
 GY3168  ___________________________________________________________________
 GY3168  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 GY3168  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 GY3168
 GY3168  HORZ ORDER  -  FIRST
 GY3168
 GY3168.The horizontal coordinates were established by classical geodetic methods
 GY3168.and adjusted by the National Geodetic Survey in December 1995..
 GY3168
 GY3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 GY3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GY3168
 GY3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 GY3168
 GY3168.The geoid height was determined by GEOID03.
 GY3168
 GY3168;                    North         East     Units Scale Factor Converg.
 GY3168;SPC VA S     - 1,132,990.716 3,190,131.201   MT  0.99994732   -2 07 36.7
 GY3168;SPC VA S     - 3,717,153.71 10,466,288.78   sFT  0.99994732   -2 07 36.7
 GY3168;SPC WV S     -    53,743.244   511,168.269   MT  1.00000073   -0 37 15.2
 GY3168;SPC KY1Z     - 1,133,894.907 1,831,187.560   MT  0.99992875   +2 17 58.9
 GY3168;SPC KY1Z     - 3,720,120.21  6,007,821.19   sFT  0.99992875   +2 17 58.9
 GY3168;SPC KY S     -   633,804.486   831,196.302   MT  0.99994862   +2 16 17.8
 GY3168;SPC KY S     - 2,079,406.88  2,727,016.53   sFT  0.99994862   +2 16 17.8
 GY3168;UTM  17      - 4,148,583.227   411,200.937   MT  0.99969713   -0 36 40.2
 GY3168
 GY3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GY3168!SPC VA S     -   0.99989762  x   0.99994732  =   0.99984494
 GY3168!SPC WV S     -   0.99989762  x   1.00000073  =   0.99989835
 GY3168!SPC KY1Z     -   0.99989762  x   0.99992875  =   0.99982638
 GY3168!SPC KY S     -   0.99989762  x   0.99994862  =   0.99984624
 GY3168!UTM  17      -   0.99989762  x   0.99969713  =   0.99959478
 GY3168
 GY3168|---------------------------------------------------------------------|
 GY3168| PID    Reference Object                     Distance      Geod. Az  |
 GY3168|                                                           dddmmss.s |
 GY3168| DB9254 ELK 2 RM 4                            5.447 METERS 06646     |
 GY3168| DB9253 ELK 2 RM 3 AZIMUTH                                 1193956.6 |
 GY3168| DB9251 ELK 2 RM 1                           18.745 METERS 16259     |
 GY3168| DB9252 ELK 2 RM 2                           11.374 METERS 25125     |
 GY3168| DB9250 ELK 2 AZ MK                                        3271403.5 |
 GY3168|---------------------------------------------------------------------|
 GY3168
 GY3168                          SUPERSEDED SURVEY CONTROL
 GY3168
 GY3168  NAD 83(1993)-  37 28 47.58980(N)    082 00 15.64409(W) AD(       ) 1
 GY3168  NAD 83(1993)-  37 28 47.59101(N)    082 00 15.64361(W) AD(       ) 1
 GY3168  NAD 83(1986)-  37 28 47.59126(N)    082 00 15.64525(W) AD(       ) 1
 GY3168  NAD 27      -  37 28 47.19339(N)    082 00 16.20700(W) AD(       ) 1
 GY3168  NGVD 29 (07/19/86)  684.0    (m)         2244.     (f) VERT ANG       
 GY3168
 GY3168.Superseded values are not recommended for survey control.
 GY3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3168.See file dsdata.txt to determine how the superseded data were derived.
 GY3168
 GY3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB1120148583(NAD 83)
 GY3168_MARKER: DS = TRIANGULATION STATION DISK
 GY3168_SETTING: 80 = SET IN A BOULDER
 GY3168_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GY3168
 GY3168  HISTORY     - Date     Condition        Report By
 GY3168  HISTORY     - 1957     MONUMENTED       CGS
 GY3168
 GY3168                          STATION DESCRIPTION
 GY3168
 GY3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 GY3168'THE DRILL HOLE THAT THE STATION DISK WAS SET IN WAS RECOVERED
 GY3168'AND THE BOULDER SEEMED TO BE IN ITS ORIGINAL POSITION.  A NEW
 GY3168'DISK WAS CEMENTED IN THE OLD DRILL HOLE.
 GY3168'
 GY3168'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 GY3168'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTION DID
 GY3168'NOT CHECK AND IT IS ASSUMED THAT THE SOUTH AND WEST SLOPE
 GY3168'OF THE HILL THE MARKS WERE SET HAD SUNK APPROXIMATELY 3
 GY3168'FEET, DUE TO MINING UNDER THE HILL.
 GY3168'
 GY3168'THE AZIMUTH MARK HAS BEEN COMPLETELY DESTROYED, AS THE HILL
 GY3168'IT WAS SET ON HAS BEEN LEVELED OFF BY STRIP MINING OPERATIONS.
 GY3168'
 GY3168'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 4 WERE ESTABLISHED.
 GY3168'
 GY3168'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GY3168'
 GY3168'STATION IS ON THE SUMMIT OF A LARGE ROUND KNOB AT THE HEAD
 GY3168'OF MIDDLE ELK, UPPER ELK AND LONG BRANCH CREEKS, APPROXIMATELY
 GY3168'6.0 MILES WEST OF PANTHER, WEST VIRGINIA, 4.25 MILES
 GY3168'NORTH-NORTHEAST OF HURLEY, 0.3 MILE WEST OF THE VIRGINIA-WEST
 GY3168'VIRGINIA STATE LINE, ON A HILL LOCALLY KNOWN AS FLAG KNOB
 GY3168'OR ELK KNOB AND ON PROPERTY OWNED BY THE CORREALE MINING
 GY3168'CO.
 GY3168'
 GY3168'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 64 IN
 GY3168'MATEWAN, GO EAST AND SOUTH ON STATE HIGHWAY 49 FOR 7.7 MILES TO
 GY3168'A ROAD FORK AT A SELF SERVICE SUPER MARKET ON THE RIGHT IN
 GY3168'FREEBURN, KENTUCKY, TAKE THE LEFT FORK, BLACKTOP ROAD AND GO
 GY3168'5.35 MILES TO A FORK ON THE LEFT AND A CHURCH ON THE RIGHT,
 GY3168'TAKE THE LEFT FORK AND GO ON GRAVEL ROAD FOR 1.35 MILES TO THE
 GY3168'POST OFFICE IN STOPOVER, KENTUCKY.  CONTINUE ON THE MAIN
 GY3168'GRAVELED ROAD FOR 2.25 MILES TO A FORK, TAKE THE LEFT FORK AND
 GY3168'GO 1.55 MILES TO A FORK, TAKE THE LEFT FORK, DOWN HILL, CROSS
 GY3168'BRIDGE AND GO 0.2 MILE TO A RAILROAD UNDERPASS, PASS THROUGH
 GY3168'UNDERPASS AND GO 1.5 MILES TO A FORK, TAKE THE LEFT FORK,
 GY3168'CROSS TRACK AND GO 2.45 MILES TO TOP OF HILL, CONTINUE
 GY3168'EASTERLY AROUND THE NORTH SIDE OF HILL FOR 0.15 MILE TO
 GY3168'WHERE THE ROAD CURVES TO THE LEFT AND THE END OF TRUCK
 GY3168'TRAVEL.  FROM END OF TRUCK TRAVEL PACK UP STEEP SIDE OF HILL
 GY3168'TO THE TOP OF RIDGE, BEAR LEFT ALONG RIDGE TO THE
 GY3168'HIGHEST POINT OF HILL AND THE STATION.  (ABOUT A 20
 GY3168'MINUTE PACK) (TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK
 GY3168'TRAVEL, CONTINUE NORTHERLY ON ROAD FOR 0.5 MILE TO A ROAD ON
 GY3168'THE LEFT, TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK
 GY3168'ON THE LEFT, NORTHEAST SIDE OF PLATEAU.
 GY3168'
 GY3168'STATION MARK, A STANDARD DISK STAMPED ELK 2 1934 1957, IS CEMENTED
 GY3168'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 GY3168'OF THE GROUND.
 GY3168'
 GY3168'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELK 2 NO 1 1933,
 GY3168'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 GY3168'SURFACE OF THE GROUND.  IT IS APPROXIMATELY 6 FEET LOWER IN
 GY3168'ELEVATION THAN THE STATION AND ON THE SOUTH SLOPE OF THE HILL.
 GY3168'
 GY3168'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELK 2 NO 2 1933, IS
 GY3168'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.
 GY3168'IT IS APPROXIMATELY 6 FEET LOWER IN ELEVATION THAN THE STATION AND
 GY3168'ON THE SOUTHWEST SLOPE OF THE HILL.
 GY3168'
 GY3168'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELK 2 NO 4 1934
 GY3168'1957, IS A DISK BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH
 GY3168'PROJECTS 3 INCHES.  IT IS APPROXIMATELY 4 FEET LOWER IN
 GY3168'ELEVATION THAN THE STATION AND ON THE EAST-NORTHEAST SLOPE
 GY3168'OF THE HILL.
 GY3168'
 GY3168'AZIMUTH MARK, A STANDARD DISK STAMPED ELK 2 1934 RESET 1957,
 GY3168'IS A DISK BRAZED ON THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS
 GY3168'5 INCHES.  IT IS 17 FEET NORTH OF THE CENTER OF A TRACK
 GY3168'ROAD.  A STANDARD WITNESS POST WAS SET 1 FOOT WEST OF THE
 GY3168'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3350 ***********************************************************************
 HW3350  DESIGNATION -  ELK MTN
 HW3350  PID         -  HW3350
 HW3350  STATE/COUNTY-  VA/AUGUSTA
 HW3350  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW3350
 HW3350                         *CURRENT SURVEY CONTROL
 HW3350  ___________________________________________________________________
 HW3350* NAD 83(1993)-  38 00 00.78851(N)    078 53 14.01033(W)     ADJUSTED  
 HW3350* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 HW3350  ___________________________________________________________________
 HW3350  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HW3350  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HW3350
 HW3350  HORZ ORDER  -  SECOND
 HW3350
 HW3350.The horizontal coordinates were established by classical geodetic methods
 HW3350.and adjusted by the National Geodetic Survey in November 1994..
 HW3350
 HW3350.The orthometric height was scaled from a topographic map.
 HW3350
 HW3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3350
 HW3350.The geoid height was determined by GEOID03.
 HW3350
 HW3350;                    North         East     Units Scale Factor Converg.
 HW3350;SPC VA N     - 2,037,095.396 3,465,989.065   MT  1.00000601   -0 14 30.0
 HW3350;SPC VA N     - 6,683,370.48 11,371,332.46   sFT  1.00000601   -0 14 30.0
 HW3350;SPC VA S     - 1,185,059.556 3,465,989.050   MT  1.00000630   -0 14 06.1
 HW3350;SPC VA S     - 3,887,982.89 11,371,332.41   sFT  1.00000630   -0 14 06.1
 HW3350;UTM  17      - 4,207,945.588   685,505.713   MT  1.00002385   +1 18 04.1
 HW3350
 HW3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3350!SPC VA N     -   0.99987735  x   1.00000601  =   0.99988336
 HW3350!SPC VA S     -   0.99987735  x   1.00000630  =   0.99988365
 HW3350!UTM  17      -   0.99987735  x   1.00002385  =   0.99990120
 HW3350
 HW3350:                Primary Azimuth Mark                     Grid Az
 HW3350:SPC VA N     -  ELK MTN AZ MK                            187 02 39.6
 HW3350:SPC VA S     -  ELK MTN AZ MK                            187 02 15.7
 HW3350:UTM  17      -  ELK MTN AZ MK                            185 30 05.5
 HW3350
 HW3350|---------------------------------------------------------------------|
 HW3350| PID    Reference Object                     Distance      Geod. Az  |
 HW3350|                                                           dddmmss.s |
 HW3350| DC3317 ELK MTN AZ MK                                      1864809.6 |
 HW3350| DC3318 ELK MTN RM 1                         19.910 METERS 21429     |
 HW3350| DC3319 ELK MTN RM 2                         17.369 METERS 30511     |
 HW3350|---------------------------------------------------------------------|
 HW3350
 HW3350                          SUPERSEDED SURVEY CONTROL
 HW3350
 HW3350  NAD 83(1986)-  38 00 00.78484(N)    078 53 14.00991(W) AD(       ) 2
 HW3350  NAD 27      -  38 00 00.28350(N)    078 53 14.92990(W) AD(       ) 2
 HW3350
 HW3350.Superseded values are not recommended for survey control.
 HW3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3350.See file dsdata.txt to determine how the superseded data were derived.
 HW3350
 HW3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8550607946(NAD 83)
 HW3350_MARKER: DS = TRIANGULATION STATION DISK
 HW3350_SETTING: 66 = SET IN ROCK OUTCROP
 HW3350
 HW3350  HISTORY     - Date     Condition        Report By
 HW3350  HISTORY     - 1957     MONUMENTED       CGS
 HW3350  HISTORY     - 1958     GOOD             CGS
 HW3350
 HW3350                          STATION DESCRIPTION
 HW3350
 HW3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3350'STATION IS LOCATED ABOUT 5 MILES SOUTH OF WAYNESBORO, 2.7
 HW3350'MILES SOUTHWEST OF ROCKFISH GAP AND ON A HIGH RIDGE OF THE
 HW3350'BLUE RIDGE MOUNTAIN LOCALLY KNOWN AS ELK MOUNTAIN.
 HW3350'
 HW3350'STATION, STAMPED ELK MTN 1957, CEMENTED IN A DRILL HOLE
 HW3350'IN AN OUTCROPPING BEDROCK, IS 26 FEET EAST OF THE CENTERLINE OF A
 HW3350'TRACK ROAD, 23 FEET WEST OF THE CENTERLINE OF TRACK ROAD
 HW3350'AND 6 FEET EAST OF A SHEET METAL WITNESS POST.
 HW3350'
 HW3350'R.M. 1, STAMPED ELK MTN NO 1 1957, CEMENTED IN A DRILL HOLE
 HW3350'IN THE CENTER OF THE CONCRETE RESERVOIR AND ABOUT 6 FEET
 HW3350'ABOVE THE ELEVATION OF THE STATION.
 HW3350'
 HW3350'R.M. 2, STAMPED ELK MTN NO 2 1957, CEMENTED IN A DRILL HOLE
 HW3350'IN AN OUTCROPPING BEDROCK ON THE WESTERN SLOPE OF THE HILL,
 HW3350'IS 29 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND ABOUT
 HW3350'3 FEET BELOW THE ELEVATION OF THE STATION.
 HW3350'
 HW3350'AZIMUTH MARK, STAMPED ELK MTN 1957, CEMENTED IN A DRILL HOLE
 HW3350'IN AN OUTCROPPING BEDROCK, IS 62 FEET WEST OF A TWIN PINE TREE,
 HW3350'51 FEET NORTHEAST OF A ROCK FENCE AND 3 FEET NORTHEAST OF
 HW3350'A SHEET METAL WITNESS POST.
 HW3350'
 HW3350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 AND THE
 HW3350'BLUE RIDGE PARKWAY AT ROCKFISH GAP, TURN RIGHT, GO SOUTHERLY
 HW3350'ON THE PARKWAY DRIVE FOR 3.35 MILES TO A CROSSROAD.  TURN LEFT,
 HW3350'FOLLOW PRIVATE DRIVE UP THE MOUNTAIN FOR 0.45 MILE TO A FORK.
 HW3350'IN FRONT OF THE CARETAKERS HOUSE.  (TURN RIGHT FOR 0.15 MILE TO
 HW3350'THE AZIMUTH MARK ON LEFT.) TURN LEFT, GO THROUGH A GATE FOR
 HW3350'0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT OFF THE MAIN
 HW3350'DRIVE TO THE SUMMER HOME AND FOLLOW ROAD FOR 0.3 MILE TO
 HW3350'THE SUMMIT OF HILL AND THE STATION ON LEFT.
 HW3350'
 HW3350'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HW3350
 HW3350                          STATION RECOVERY (1958)
 HW3350
 HW3350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3350'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HW3350'THE 1957 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8397 ***********************************************************************
 HV8397  DESIGNATION -  ELKHORN 1
 HV8397  PID         -  HV8397
 HV8397  STATE/COUNTY-  VA/FAIRFAX
 HV8397  USGS QUAD   -  OCCOQUAN (1994)
 HV8397
 HV8397                         *CURRENT SURVEY CONTROL
 HV8397  ___________________________________________________________________
 HV8397* NAD 83(1993)-  38 41 52.09863(N)    077 16 51.80367(W)     ADJUSTED  
 HV8397* NAVD 88     -        38.8    (meters)     127.     (feet)  VERTCON   
 HV8397  ___________________________________________________________________
 HV8397  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 HV8397  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV8397
 HV8397  HORZ ORDER  -  SECOND
 HV8397
 HV8397.The horizontal coordinates were established by classical geodetic methods
 HV8397.and adjusted by the National Geodetic Survey in November 1994..
 HV8397
 HV8397.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8397
 HV8397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8397
 HV8397.The geoid height was determined by GEOID03.
 HV8397
 HV8397;                    North         East     Units Scale Factor Converg.
 HV8397;SPC VA N     - 2,115,159.158 3,606,031.886   MT  0.99994936   +0 45 38.8
 HV8397;SPC VA N     - 6,939,484.67 11,830,789.61   sFT  0.99994936   +0 45 38.8
 HV8397;UTM  18      - 4,285,712.102   301,630.319   MT  1.00008460   -1 25 35.8
 HV8397
 HV8397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8397!SPC VA N     -   0.99999895  x   0.99994936  =   0.99994831
 HV8397!UTM  18      -   0.99999895  x   1.00008460  =   1.00008355
 HV8397
 HV8397                          SUPERSEDED SURVEY CONTROL
 HV8397
 HV8397  NAD 83(1993)-  38 41 52.09739(N)    077 16 51.80964(W) AD(       ) 2
 HV8397  NAD 83(1986)-  38 41 52.09799(N)    077 16 51.81762(W) AD(       ) 2
 HV8397  NGVD 29 (01/12/90)   39.1    (m)          128.     (f) VERT ANG       
 HV8397
 HV8397.Superseded values are not recommended for survey control.
 HV8397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8397.See file dsdata.txt to determine how the superseded data were derived.
 HV8397
 HV8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0163085712(NAD 83)
 HV8397_MARKER: DE = TRAVERSE STATION DISK
 HV8397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8397+STABILITY: SURFACE MOTION
 HV8397
 HV8397  HISTORY     - Date     Condition        Report By
 HV8397  HISTORY     - 1977     MONUMENTED       VA-059
 HV8397
 HV8397                          STATION DESCRIPTION
 HV8397
 HV8397'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8397'THE STATION IS LOCATED ABOUT 3.11 MILES WEST SOUTH WEST OF LORTON,
 HV8397'7.46 MILES SOUTH EAST OF FAIRFAX STATION, 6.59 MILES SOUTH OF BURKE.
 HV8397'SEE FAIRFAX COUNTY TAX MAP 106-3.
 HV8397'
 HV8397'TO REACH THE STATION FROM THE INTERSECTION OF 123 OX ROAD AND ROUTE
 HV8397'1203 IN OCCOQUAN PROCEED NORTH ON ROUTE 123 OX ROAD FOR 2.5 MILES TO
 HV8397'PALMER DRIVE ON THE LEFT.  TURN LEFT AND CONTINUE ON PALMER DRIVE FOR
 HV8397'0.5 MILES TO A GRAVEL ROAD ON THE RIGHT. TURN RIGHT AND CONTINUE ON
 HV8397'GRAVEL ROAD FOR 0.05 MILES TO THE POWERLINE CROSSING AND ACCESS ROAD
 HV8397'ON THE LEFT, TURN LEFT AND FOLLOW ACCESS ROAD FOR 1.15 MILES TO THE
 HV8397'STATION ON THE LEFT.
 HV8397'
 HV8397'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8397'ELKHORN 1977--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8397'FLUSH WITH GROUND LOCATED 200 FEET N FROM THE SHORELINE OF THE LAKE.
 HV8397'
 HV8397'REFERENCE MARK NO. 01 IS A PK NAIL IN THE TOP OF AN OLD POWERLINE POLE
 HV8397'CUT OFF LOCATED 70 FEET E FROM THE BASE OF POWERLINE TOWER 215/67.
 HV8397'
 HV8397'REFERENCE MARK NO. 02 IS A RAILROAD SPIKE IN THE TOP OF AN OLD
 HV8397'POWERLINE POLE CUT OFF LOCATED 127 FEET E FROM THE BASE OF POWERLINE
 HV8397'TOWER 215/67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8398 ***********************************************************************
 HV8398  DESIGNATION -  ELKHORN 2
 HV8398  PID         -  HV8398
 HV8398  STATE/COUNTY-  VA/FAIRFAX
 HV8398  USGS QUAD   -  OCCOQUAN (1994)
 HV8398
 HV8398                         *CURRENT SURVEY CONTROL
 HV8398  ___________________________________________________________________
 HV8398* NAD 83(1993)-  38 42 02.02430(N)    077 16 44.77990(W)     ADJUSTED  
 HV8398* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 HV8398  ___________________________________________________________________
 HV8398  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HV8398  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV8398
 HV8398  HORZ ORDER  -  SECOND
 HV8398
 HV8398.The horizontal coordinates were established by classical geodetic methods
 HV8398.and adjusted by the National Geodetic Survey in November 1994..
 HV8398
 HV8398.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8398
 HV8398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8398
 HV8398.The geoid height was determined by GEOID03.
 HV8398
 HV8398;                    North         East     Units Scale Factor Converg.
 HV8398;SPC VA N     - 2,115,467.440 3,606,197.521   MT  0.99994943   +0 45 43.1
 HV8398;SPC VA N     - 6,940,496.09 11,831,333.03   sFT  0.99994943   +0 45 43.1
 HV8398;UTM  18      - 4,286,013.877   301,807.624   MT  1.00008373   -1 25 31.7
 HV8398
 HV8398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8398!SPC VA N     -   0.99999442  x   0.99994943  =   0.99994385
 HV8398!UTM  18      -   0.99999442  x   1.00008373  =   1.00007815
 HV8398
 HV8398                          SUPERSEDED SURVEY CONTROL
 HV8398
 HV8398  NAD 83(1993)-  38 42 02.02310(N)    077 16 44.78591(W) AD(       ) 2
 HV8398  NAD 83(1986)-  38 42 02.02373(N)    077 16 44.79394(W) AD(       ) 2
 HV8398  NGVD 29 (01/12/90)   67.9    (m)          223.     (f) VERT ANG       
 HV8398
 HV8398.Superseded values are not recommended for survey control.
 HV8398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8398.See file dsdata.txt to determine how the superseded data were derived.
 HV8398
 HV8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0180886014(NAD 83)
 HV8398_MARKER: DE = TRAVERSE STATION DISK
 HV8398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8398+STABILITY: SURFACE MOTION
 HV8398
 HV8398  HISTORY     - Date     Condition        Report By
 HV8398  HISTORY     - 1977     MONUMENTED       VA-059
 HV8398
 HV8398                          STATION DESCRIPTION
 HV8398
 HV8398'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8398'THE STATION IS LOCATED ABOUT 3.03 MILES WEST OF LORTON, 8.01 MILES
 HV8398'SOUTHEAST OF CLIFTON, 6.52 MILES WEST OF ACCOTINK, SEE FAIRFAX COUNTY
 HV8398'TAX MAP 106-3.
 HV8398'
 HV8398'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 123, OX ROAD, AND
 HV8398'ROUTE 1203, COMMERCE STREE IN OCCOQUAN PROCEED NORTH ON ROUTE 123, OX
 HV8398'ROAD, FOR 2.5 MILES TO PALMER DRIVE ON THE LEFT, TURN LEFT ONTO
 HV8398'PALMER DRIVE AND CONTINUE FOR 0.5 MILES TO ELKHORN ROAD ON THE RIGHT.
 HV8398'TURN RIGHT AND CONTINUE ON ELKHORN ROAD FOR 0.05 MILES TO POWERLINE
 HV8398'CROSSING AND ACCESS ROAD ON T LEFT. TURN LEFT ONTO POWERLINE ACCESS
 HV8398'ROAD AND CONTINUE FOR 0.85 MILES TO THE STATION ON THE LEFT.
 HV8398'
 HV8398'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8398'ELKHORN 2 1977--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8398'FLUSH WITH GROUND LOCATED 61 FEET NW FROM OFF OF DIRT ROAD.
 HV8398'
 HV8398'REFERENCE MARK NO. 01 IS A PK NAIL IN VEPCO POWER POLE NO. OAR 17.
 HV8398'
 HV8398'REFERENCE MARK NO. 02 IS A CHISELED CROSS IN THE BOLT AT THE BASE OF
 HV8398'VEPCO TOWER 215/68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8399 ***********************************************************************
 HV8399  DESIGNATION -  ELKHORN 3
 HV8399  PID         -  HV8399
 HV8399  STATE/COUNTY-  VA/FAIRFAX
 HV8399  USGS QUAD   -  OCCOQUAN (1994)
 HV8399
 HV8399                         *CURRENT SURVEY CONTROL
 HV8399  ___________________________________________________________________
 HV8399* NAD 83(1993)-  38 42 56.71300(N)    077 15 59.58878(W)     ADJUSTED  
 HV8399* NAVD 88     -        88.635  (meters)     290.80   (feet)  ADJUSTED  
 HV8399  ___________________________________________________________________
 HV8399  X           -   1,098,368.413 (meters)                     COMP
 HV8399  Y           -  -4,860,612.935 (meters)                     COMP
 HV8399  Z           -   3,967,780.454 (meters)                     COMP
 HV8399  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HV8399  ELLIP HEIGHT-          56.62  (meters)          (05/17/02) GPS OBS
 HV8399  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV8399  DYNAMIC HT  -          88.584 (meters)     290.63  (feet)  COMP
 HV8399  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 HV8399
 HV8399  HORZ ORDER  -  SECOND
 HV8399  VERT ORDER  -  THIRD
 HV8399  ELLP ORDER  -  FOURTH    CLASS II
 HV8399
 HV8399.The horizontal coordinates were established by classical geodetic methods
 HV8399.and adjusted by the National Geodetic Survey in November 1994..
 HV8399
 HV8399.The orthometric height was determined by differential leveling
 HV8399.and adjusted by the National Geodetic Survey in September 2004..
 HV8399
 HV8399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8399
 HV8399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8399
 HV8399.The ellipsoidal height was determined by GPS observations
 HV8399.and is referenced to NAD 83.
 HV8399
 HV8399.The geoid height was determined by GEOID03.
 HV8399
 HV8399.The dynamic height is computed by dividing the NAVD 88
 HV8399.geopotential number by the normal gravity value computed on the
 HV8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8399.degrees latitude (g = 980.6199 gals.).
 HV8399
 HV8399.The modeled gravity was interpolated from observed gravity values.
 HV8399
 HV8399;                    North         East     Units Scale Factor Converg.
 HV8399;SPC VA N     - 2,117,168.184 3,607,266.710   MT  0.99994985   +0 46 11.3
 HV8399;SPC VA N     - 6,946,075.95 11,834,840.86   sFT  0.99994985   +0 46 11.3
 HV8399;UTM  18      - 4,287,672.786   302,941.104   MT  1.00007821   -1 25 05.1
 HV8399
 HV8399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8399!SPC VA N     -   0.99999112  x   0.99994985  =   0.99994097
 HV8399!UTM  18      -   0.99999112  x   1.00007821  =   1.00006933
 HV8399
 HV8399:                Primary Azimuth Mark                     Grid Az
 HV8399:SPC VA N     -  ELKHORN 3 AZ MK                          204 58 14.9
 HV8399:UTM  18      -  ELKHORN 3 AZ MK                          207 09 31.3
 HV8399
 HV8399|---------------------------------------------------------------------|
 HV8399| PID    Reference Object                     Distance      Geod. Az  |
 HV8399|                                                           dddmmss.s |
 HV8399| HV9591 ELKHORN 3 AZ MK                     APPROX. 0.5 KM 2054426.2 |
 HV8399|---------------------------------------------------------------------|
 HV8399
 HV8399                          SUPERSEDED SURVEY CONTROL
 HV8399
 HV8399  ELLIP H (11/14/94)   56.63   (m)                       GP(       ) 4 2
 HV8399  ELLIP H (09/27/93)   55.98   (m)                       GP(       ) 4 1
 HV8399  NAD 83(1993)-  38 42 56.71198(N)    077 15 59.59490(W) AD(       ) 2
 HV8399  NAD 83(1986)-  38 42 56.71275(N)    077 15 59.60333(W) AD(       ) 2
 HV8399  NGVD 29 (09/27/93)   88.9    (m)          292.     (f) GPS OBS        
 HV8399
 HV8399.Superseded values are not recommended for survey control.
 HV8399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8399.See file dsdata.txt to determine how the superseded data were derived.
 HV8399
 HV8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0294187673(NAD 83)
 HV8399_MARKER: DD = SURVEY DISK
 HV8399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8399_SP_SET: CONCRETE POST
 HV8399_STAMPING: ELKHORN 3 1977
 HV8399_MARK LOGO: VA-059
 HV8399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8399+STABILITY: SURFACE MOTION
 HV8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8399+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1990
 HV8399
 HV8399  HISTORY     - Date     Condition        Report By
 HV8399  HISTORY     - 1977     MONUMENTED       VA-059
 HV8399  HISTORY     - 1977     GOOD             VA-059
 HV8399  HISTORY     - 19900611 GOOD
 HV8399  HISTORY     - 19920120 GOOD             MSI
 HV8399
 HV8399                          STATION DESCRIPTION
 HV8399
 HV8399'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8399'THE STATION IS LOCATED ABOUT 3.03 MILES NORTHWEST OF LORTON, 7.94
 HV8399'MILES SOUTHEAST OF THE TOWN OF CLIFTON, 5.38 MILES SOUTH OF BURKE,
 HV8399'SEE TAX MAP NUMBER 106-2.
 HV8399'
 HV8399'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 123, OX ROAD, AND
 HV8399'ROUTE 1203, COMMERCE STREE IN OCCOQUAN PROCEED NORTH ON ROUTE 123, OX
 HV8399'ROAD, FOR 2.6 MILES TO POWERLINE CROSSING AND ACCESS ROAD ON THE
 HV8399'LEFT, TURN LEFT ONTO ACCESS ROAD AND CONTINUE ON ACCESS ROAD FOR 0.1
 HV8399'MILE TO THE STATION ON THE RIGHT AT THE TOP OF A SMALL EMBANKMENT.
 HV8399'
 HV8399'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8399'ELKHORN 3 1977--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8399'FLUSH WITH GROUND LOCATED 80 FEET NW FROM THE VEPCO TOWER 248/9.
 HV8399'
 HV8399'REFERENCE MARK NO. 01 IS A PK NAIL AND FLAG IN THE SIDE OF A 12 INCH
 HV8399'PINE TREE LOCATED 48 FEET NW FROM GRAVEL ACCESS ROAD TO SUBSTATION.
 HV8399'
 HV8399'REFERENCE MARK NO. 02 IS A CUT NAIL AND FLAG IN THE SIDE OF AN 18 INCH
 HV8399'PINE TREE LOCATED 56 FEET NW FROM GRAVEL ACCESS ROAD TO SUBSTATION.
 HV8399
 HV8399                          STATION RECOVERY (1977)
 HV8399
 HV8399'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977
 HV8399'RECOVERED IN GOOD CONDITION.
 HV8399
 HV8399                          STATION RECOVERY (1990)
 HV8399
 HV8399'RECOVERED 1990
 HV8399'RECOVERED IN GOOD CONDITION.
 HV8399
 HV8399                          STATION RECOVERY (1992)
 HV8399
 HV8399'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8399'THE STATION IS LOCATED ABOUT 3.03 MILES (4.88 KM) NORTHWEST OF
 HV8399'LORTON, 7.94 MILES (12.78 KM) SOUTHEAST OF THE TOWN OF CLIFTON, 5.38
 HV8399'MILES (8.66 KM) SOUTH OF BURKE, SEE TAX MAP NUMBER 106-2.  TO REACH
 HV8399'THE STATION FROM THE INTERSECTION OF ROUTE 123, OX ROAD, AND ROUTE
 HV8399'1203, COMMERCE STREE IN OCCOQUAN PROCEED NORTH ON ROUTE 123, OX ROAD,
 HV8399'FOR 2.6 MILES (4.2 KM) TO POWERLINE CROSSING AND ACCESS ROAD ON THE
 HV8399'LEFT, TURN LEFT ONTO ACCESS ROAD AND CONTINUE ON ACCESS ROAD FOR 0.1
 HV8399'MILE (0.2 KM) TO THE STATION ON THE RIGHT AT THE TOP OF A SMALL
 HV8399'EMBANKMENT, IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND
 HV8399'LOCATED 80 FEET (24.4 M) NW FROM THE VEPCO TOWER 248/9.
 HV8399'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV8399'2.3 MILES (3.7 KM) NORTH OF THE VILLAGE OF OCCOQUAN.    TO REACH THE
 HV8399'STATION FROM THE INTERSECTION OF INTERSTATE 95 AND GORDON BOULEVARD
 HV8399'(ROUTE 123) PROCEED NORTHWEST ALONG GORDON BOULEVARD 1.0 MILE
 HV8399'(1.6 KM) TO ITS INTERSECTION WITH OX ROAD.  CONTINUE STRAIGHT AND
 HV8399'PROCEED NORTH ALONG OX ROAD 2.2 MILES (3.5 KM) TO ITS INTERSECTION
 HV8399'WITH PALMER DRIVE. TURN LEFT AND PROCEED SOUTHWEST ALONG PALMER DRIVE
 HV8399'0.4 MILE (0.6 KM) TO ITS INTERSECTION WITH ELKHORN ROAD.  TURN RIGHT
 HV8399'AND PROCEED NORTHWEST ALONG ELKHORN ROAD 0.1 MILE (0.2 KM) TO ITS
 HV8399'INTERSECTION WITH TRANSMISSION LINES.  TURN RIGHT AND PROCEED NORTH
 HV8399'ALONG TRANSMISSION LINES DIRT ROAD 0.1 MILE (0.2 KM) TO ITS
 HV8399'INTERSECTION WITH POWER STATION ROAD AND THE STATION ACROSS THE ROAD.
 HV8399'THE STATION IS A STANDARD FAIRFAX COUNTY SURVEY DISK SET IN
 HV8399'CONCRETE FLUSH WITH THE GROUND AND IS STAMPED GPS 80 1990.  THE
 HV8399'STATION IS 16.75 FEET (5.11 M) EAST OF THE CENTERLINE OF ROAD, 81.11
 HV8399'FEET (24.72 M) NORTHWEST OF A 16D NAIL IN NORTH POLE NUMBER 2042, AND
 HV8399'91.46 FEET (27.88 M) NORTH OF A 16D NAIL IN VEPCO POLE NUMBER MB29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9591 ***********************************************************************
 HV9591  DESIGNATION -  ELKHORN 3 AZ MK
 HV9591  PID         -  HV9591
 HV9591  STATE/COUNTY-  VA/FAIRFAX
 HV9591  USGS QUAD   -  OCCOQUAN (1994)
 HV9591
 HV9591                         *CURRENT SURVEY CONTROL
 HV9591  ___________________________________________________________________
 HV9591* NAD 83(1993)-  38 42 41.34138(N)    077 16 09.04783(W)     ADJUSTED  
 HV9591* NAVD 88     -        78.5    (meters)     258.     (feet)  VERTCON   
 HV9591  ___________________________________________________________________
 HV9591  X           -   1,098,209.092 (meters)                     COMP
 HV9591  Y           -  -4,860,944.727 (meters)                     COMP
 HV9591  Z           -   3,967,404.236 (meters)                     COMP
 HV9591  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV9591  ELLIP HEIGHT-          46.45  (meters)          (05/17/02) GPS OBS
 HV9591  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV9591
 HV9591  HORZ ORDER  -  SECOND
 HV9591  ELLP ORDER  -  FOURTH    CLASS II
 HV9591
 HV9591.The horizontal coordinates were established by GPS observations
 HV9591.and adjusted by the National Geodetic Survey in November 1994..
 HV9591
 HV9591.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9591
 HV9591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9591
 HV9591.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9591
 HV9591.The ellipsoidal height was determined by GPS observations
 HV9591.and is referenced to NAD 83.
 HV9591
 HV9591.The geoid height was determined by GEOID03.
 HV9591
 HV9591;                    North         East     Units Scale Factor Converg.
 HV9591;SPC VA N     - 2,116,691.183 3,607,044.576   MT  0.99994973   +0 46 05.4
 HV9591;SPC VA N     - 6,944,510.99 11,834,112.08   sFT  0.99994973   +0 46 05.4
 HV9591;UTM  18      - 4,287,204.551   302,700.892   MT  1.00007938   -1 25 10.6
 HV9591
 HV9591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9591!SPC VA N     -   0.99999271  x   0.99994973  =   0.99994244
 HV9591!UTM  18      -   0.99999271  x   1.00007938  =   1.00007209
 HV9591
 HV9591:                Primary Azimuth Mark                     Grid Az
 HV9591:SPC VA N     -  ELKHORN 3                                024 58 14.8
 HV9591:UTM  18      -  ELKHORN 3                                027 09 30.8
 HV9591
 HV9591|---------------------------------------------------------------------|
 HV9591| PID    Reference Object                     Distance      Geod. Az  |
 HV9591|                                                           dddmmss.s |
 HV9591| HV8399 ELKHORN 3                           APPROX. 0.5 KM 0254420.2 |
 HV9591|---------------------------------------------------------------------|
 HV9591
 HV9591                          SUPERSEDED SURVEY CONTROL
 HV9591
 HV9591  NAD 83(1993)-  38 42 41.34017(N)    077 16 09.05378(W) AD(       ) 2
 HV9591  ELLIP H (09/27/93)   45.83   (m)                       GP(       ) 4 1
 HV9591  NGVD 29 (09/27/93)   78.8    (m)          259.     (f) GPS OBS        
 HV9591
 HV9591.Superseded values are not recommended for survey control.
 HV9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9591.See file dsdata.txt to determine how the superseded data were derived.
 HV9591
 HV9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0270187205(NAD 83)
 HV9591_MARKER: DD = SURVEY DISK
 HV9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9591_SP_SET: CONCRETE POST
 HV9591_MARK LOGO: VA-059
 HV9591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9591+STABILITY: SURFACE MOTION
 HV9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9591+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HV9591
 HV9591  HISTORY     - Date     Condition        Report By
 HV9591  HISTORY     - 1990     MONUMENTED       RDA
 HV9591
 HV9591                          STATION DESCRIPTION
 HV9591
 HV9591'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9591'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9591'2.3 MILES (3.7 KM) NORTH OF THE VILLAGE OF OCCOQUAN.    TO REACH THE
 HV9591'STATION FROM THE INTERSECTION OF INTERSTATE 95 AND GORDON BOULEVARD
 HV9591'(ROUTE 123) PROCEED NORTHWEST ALONG GORDON BOULEVARD 1.0 MILE
 HV9591'(1.6 KM) TO ITS INTERSECTION WITH OX ROAD.  CONTINUE STRAIGHT AND
 HV9591'PROCEED NORTH ALONG OX ROAD 2.2 MILES (3.5 KM) TO ITS INTERSECTION
 HV9591'WITH PALMER DRIVE. TURN LEFT AND PROCEED SOUTHWEST ALONG PALMER DRIVE
 HV9591'0.4 MILE (0.6 KM) TO ITS INTERSECTION WITH ELKHORN ROAD.  TURN RIGHT
 HV9591'AND PROCEED NORTHWEST ALONG ELKHORN ROAD 0.1 MILE (0.2 KM) TO ITS
 HV9591'INTERSECTION WITH TRANSMISSION LINES.  TURN RIGHT AND PROCEED NORTH
 HV9591'ALONG TRANSMISSION LINES DIRT ROAD 0.1 MILE (0.2 KM) TO ITS
 HV9591'INTERSECTION WITH POWER STATION ROAD AND THE STATION ACROSS THE ROAD.
 HV9591'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROUTE 123 OX
 HV9591'ROAD, AND ROUTE 1203, COMMERCE STREET IN OCCOQUAN PROCEED NORTH ALONG
 HV9591'ROUTE 123, FOR 2.6 MILES (4.2 KM) TO POWER LINE CROSSING AND ACCESS
 HV9591'ROAD ON THE LEFT. TURN LEFT ONTO ACCESS ROAD AND CONTINUE ON ACCESS
 HV9591'ROAD FOR 0.1 MILE (0.2 KM) TO THE MARK ON THE RIGHT AT THE TOP OF A
 HV9591'SMALL ENBANKMENT.    THE AZIMUTH MARK IS A STANDARD FAIRFAX COUNTY
 HV9591'SURVEY MARKER FLUSH WITH THE GROUND AND STAMPED ELKHORN NUMBER 3.
 HV9591'THE STATION IS 26.82 FEET (8.17 M) SOUTH OF P.K. NAIL AND FLAG IN A
 HV9591'12 INCH PINE TREE AND 30.25 FEET (9.22 M) EAST OF NAIL AND FLAG IN AN
 HV9591'18 INCH PINE TREE.  THE AZIMUTH MARK IS 526.218 METERS (1726.434 FT)
 HV9591'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8400 ***********************************************************************
 HV8400  DESIGNATION -  ELKHORN 4
 HV8400  PID         -  HV8400
 HV8400  STATE/COUNTY-  VA/FAIRFAX
 HV8400  USGS QUAD   -  OCCOQUAN (1994)
 HV8400
 HV8400                         *CURRENT SURVEY CONTROL
 HV8400  ___________________________________________________________________
 HV8400* NAD 83(1993)-  38 43 29.61765(N)    077 15 30.26343(W)     ADJUSTED  
 HV8400* NAVD 88     -        95.0    (meters)     312.     (feet)  VERTCON   
 HV8400  ___________________________________________________________________
 HV8400  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV8400  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV8400
 HV8400  HORZ ORDER  -  SECOND
 HV8400
 HV8400.The horizontal coordinates were established by classical geodetic methods
 HV8400.and adjusted by the National Geodetic Survey in November 1994..
 HV8400
 HV8400.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8400
 HV8400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8400
 HV8400.The geoid height was determined by GEOID03.
 HV8400
 HV8400;                    North         East     Units Scale Factor Converg.
 HV8400;SPC VA N     - 2,118,192.243 3,607,961.356   MT  0.99995014   +0 46 29.6
 HV8400;SPC VA N     - 6,949,435.72 11,837,119.88   sFT  0.99995014   +0 46 29.6
 HV8400;UTM  18      - 4,288,669.703   303,674.434   MT  1.00007466   -1 24 47.8
 HV8400
 HV8400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8400!SPC VA N     -   0.99999013  x   0.99995014  =   0.99994027
 HV8400!UTM  18      -   0.99999013  x   1.00007466  =   1.00006479
 HV8400
 HV8400                          SUPERSEDED SURVEY CONTROL
 HV8400
 HV8400  NAD 83(1993)-  38 43 29.61650(N)    077 15 30.26928(W) AD(       ) 2
 HV8400  NAD 83(1986)-  38 43 29.61736(N)    077 15 30.27788(W) AD(       ) 2
 HV8400  NGVD 29 (01/12/90)   95.2    (m)          312.     (f) VERT ANG       
 HV8400
 HV8400.Superseded values are not recommended for survey control.
 HV8400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8400.See file dsdata.txt to determine how the superseded data were derived.
 HV8400
 HV8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0367488670(NAD 83)
 HV8400_MARKER: DE = TRAVERSE STATION DISK
 HV8400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8400+STABILITY: SURFACE MOTION
 HV8400
 HV8400  HISTORY     - Date     Condition        Report By
 HV8400  HISTORY     - 1977     MONUMENTED       VA-059
 HV8400
 HV8400                          STATION DESCRIPTION
 HV8400
 HV8400'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8400'THE STATION IS LOCATED ABOUT 2.33 MILES NORTHEAST OF LORTON, 4.75
 HV8400'MILES SOUTH SOUTHWEST OF BURKE, 7.33 MILES SOUTHEAST OF THE TOWN OF
 HV8400'CLIFTON.  SEE FAIRFAX COUNTY TAX MAP 97-4.
 HV8400'
 HV8400'TO REACH THE STATION FROM THE INTESECTION OF ROLLING ROAD AND OLD
 HV8400'KEENE MILL ROAD IN WEST SPRINGFIELD, PROCEED SOUTHERLY ON ROLLING
 HV8400'ROAD FOR 1.75 MILES TO INTERSECTION WITH HOOES ROAD, TURN RIGHT ON
 HV8400'HOOES ROAD AND PROCEED 3.7 MILES TO INTERSECTION WITH SILVERBROOK
 HV8400'ROAD TURN RIGHT ONTO SILVERBROOK ROAD AND PROCEED FOR 0.3 MILES TO
 HV8400'POWERLINE ACCESS ROAD ON LEFT, TURN ON POWERLINE ROAD AND PROCEED FOR
 HV8400'0.3 MILES TO STATION ON THE LEFT IN ACCESS ROAD.
 HV8400'
 HV8400'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8400'ELKHORN 4 1977--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8400'FLUSH WITH GROUND SET IN THE CENTER OF DIRT ROAD.
 HV8400'
 HV8400'REFERENCE MARK NO. 01 IS A RAILROAD SPIKE SET INTO A ROCK OUTCROP IN
 HV8400'THE CENTERLINE OF DIRT ROAD.
 HV8400'
 HV8400'REFERENCE MARK NO. 02 IS A CHISELED CROSS SET INTO A ROCK OUTCROP
 HV8400'LOCATED 21 FEET W FROM THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5110 ***********************************************************************
 HV5110  DESIGNATION -  ELKINS PB AND PP 1930
 HV5110  PID         -  HV5110
 HV5110  STATE/COUNTY-  VA/FAIRFAX
 HV5110  USGS QUAD   -  VIENNA (1994)
 HV5110
 HV5110                         *CURRENT SURVEY CONTROL
 HV5110  ___________________________________________________________________
 HV5110* NAD 83(1993)-  38 59 13.99068(N)    077 15 15.28798(W)     ADJUSTED  
 HV5110* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 HV5110  ___________________________________________________________________
 HV5110  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HV5110  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HV5110
 HV5110  HORZ ORDER  -  SECOND
 HV5110
 HV5110.The horizontal coordinates were established by classical geodetic methods
 HV5110.and adjusted by the National Geodetic Survey in November 1994..
 HV5110
 HV5110.The orthometric height was scaled from a topographic map.
 HV5110
 HV5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5110
 HV5110.The geoid height was determined by GEOID03.
 HV5110
 HV5110;                    North         East     Units Scale Factor Converg.
 HV5110;SPC VA N     - 2,147,314.746 3,607,927.902   MT  0.99996916   +0 46 39.0
 HV5110;SPC VA N     - 7,044,981.80 11,837,010.13   sFT  0.99996916   +0 46 39.0
 HV5110;SPC MD       -   146,618.133   377,972.656   MT  0.99995173   -0 09 34.5
 HV5110;SPC MD       -   481,029.66  1,240,065.29   sFT  0.99995173   -0 09 34.5
 HV5110;UTM  18      - 4,317,775.493   304,755.109   MT  1.00006942   -1 25 07.3
 HV5110
 HV5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5110!SPC VA N     -   0.99999042  x   0.99996916  =   0.99995958
 HV5110!SPC MD       -   0.99999042  x   0.99995173  =   0.99994215
 HV5110!UTM  18      -   0.99999042  x   1.00006942  =   1.00005984
 HV5110
 HV5110:                Primary Azimuth Mark                     Grid Az
 HV5110:SPC VA N     -  CLUB PB PP 1930                          053 15 37.0
 HV5110:SPC MD       -  CLUB PB PP 1930                          054 11 50.5
 HV5110:UTM  18      -  CLUB PB PP 1930                          055 27 23.3
 HV5110
 HV5110|---------------------------------------------------------------------|
 HV5110| PID    Reference Object                     Distance      Geod. Az  |
 HV5110|                                                           dddmmss.s |
 HV5110| HV4845 CLUB PB PP 1930                     APPROX. 1.7 KM 0540216.0 |
 HV5110|---------------------------------------------------------------------|
 HV5110
 HV5110                          SUPERSEDED SURVEY CONTROL
 HV5110
 HV5110  NAD 83(1993)-  38 59 13.99024(N)    077 15 15.28961(W) AD(       ) 2
 HV5110  NAD 83(1986)-  38 59 13.99019(N)    077 15 15.29883(W) AD(       ) 2
 HV5110  NAD 27      -  38 59 13.59100(N)    077 15 16.36600(W) AD(       ) 2
 HV5110
 HV5110.Superseded values are not recommended for survey control.
 HV5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5110.See file dsdata.txt to determine how the superseded data were derived.
 HV5110
 HV5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0475517775(NAD 83)
 HV5110_MARKER: DD = SURVEY DISK
 HV5110_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5110_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV5110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5110
 HV5110  HISTORY     - Date     Condition        Report By
 HV5110  HISTORY     - 1930     MONUMENTED       PBPP
 HV5110  HISTORY     - 1931     GOOD             PBPP
 HV5110  HISTORY     - 1961     GOOD             ALSTER
 HV5110
 HV5110                          STATION DESCRIPTION
 HV5110
 HV5110'DESCRIBED BY PUB BLDGS AND PARKS 1930
 HV5110'STATION MARK IS A STANDARD U.S.P.B. AND P.P. DISK SET IN SMALL
 HV5110'OUTCROPPING OF QUARTZ ON NE CORNER OF SECOND HILL N OF ELKINS
 HV5110'STATION OF WASHINGTON AND OLD DOMINION RAILROAD.  ELEVATION
 HV5110'IS APPROXIMATELY 300 FEET.  APPROXIMATELY 2,100 FEET N OF ELKINS
 HV5110'STATION, PATH BEGINS ON RIGHT-OF-WAY (825 PACES).
 HV5110'
 HV5110'NOTE--MARKER WAS REMOVED BY SAME PARTY IN 11/29/30.
 HV5110
 HV5110                          STATION RECOVERY (1931)
 HV5110
 HV5110'RECOVERY NOTE BY PUB BLDGS AND PARKS 1931
 HV5110'STATION IS LOCATED ON VIRGINIA SHORE OF POTOMAC RIVER 750 FEET
 HV5110'S OF WASHINGTON AND OLD DOMINION RAILROAD ON WOODED RIDGE AND
 HV5110'0.50 MILE E OF STATION ELKINS.
 HV5110'
 HV5110'SURFACE AND AZIMUTH MARKS ARE STANDARD U.S.P.B. AND P.P. BRONZE
 HV5110'DISKS SET IN 24-INCH TERRA COTTA PIPES FILLED WITH CONCRETE.
 HV5110'
 HV5110'UNDERGROUND MARK IS A NAIL SET IN 6 INCHES OF CONCRETE.
 HV5110
 HV5110                          STATION RECOVERY (1961)
 HV5110
 HV5110'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1961
 HV5110'STATION AND AZIMUTH MARKS, UNSTAMPED, WERE FOUND IN GOOD CONDITION.
 HV5110'THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5390 ***********************************************************************
 GV5390  DESIGNATION -  ELKO STATE HOSPITAL TANK
 GV5390  PID         -  GV5390
 GV5390  STATE/COUNTY-  VA/HENRICO
 GV5390  USGS QUAD   -  ROXBURY (1994)
 GV5390
 GV5390                         *CURRENT SURVEY CONTROL
 GV5390  ___________________________________________________________________
 GV5390* NAD 83(1993)-  37 29 12.57930(N)    077 14 15.84172(W)     ADJUSTED  
 GV5390* NAVD 88     -                                                        
 GV5390  ___________________________________________________________________
 GV5390  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 GV5390  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GV5390
 GV5390  HORZ ORDER  -  THIRD
 GV5390
 GV5390.The horizontal coordinates were established by classical geodetic methods
 GV5390.and adjusted by the National Geodetic Survey in September 1995..
 GV5390
 GV5390
 GV5390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5390
 GV5390.The geoid height was determined by GEOID03.
 GV5390
 GV5390;                    North         East     Units Scale Factor Converg.
 GV5390;SPC VA S     - 1,128,755.637 3,611,626.872   MT  0.99994756   +0 45 58.0
 GV5390;SPC VA S     - 3,703,259.12 11,849,145.83   sFT  0.99994756   +0 45 58.0
 GV5390;UTM  18      - 4,151,231.843   302,158.637   MT  1.00008215   -1 21 44.2
 GV5390
 GV5390                          SUPERSEDED SURVEY CONTROL
 GV5390
 GV5390  NAD 83(1993)-  37 29 12.57952(N)    077 14 15.84148(W) AD(       ) 4
 GV5390  NAD 83(1986)-  37 29 12.58513(N)    077 14 15.85748(W) AD(       ) 4
 GV5390  NAD 27      -  37 29 12.06000(N)    077 14 16.94500(W) AD(       ) 3
 GV5390
 GV5390.Superseded values are not recommended for survey control.
 GV5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5390.See file dsdata.txt to determine how the superseded data were derived.
 GV5390
 GV5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0215951232(NAD 83)
 GV5390_MARKER: 53 = ELEVATED TANK
 GV5390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5390+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV5390
 GV5390  HISTORY     - Date     Condition        Report By
 GV5390  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV5390  HISTORY     - 19961116 GOOD             USPSQD
 GV5390  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV5390  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 GV5390  HISTORY     - 20050212 GOOD             USPSQD
 GV5390
 GV5390                          STATION DESCRIPTION
 GV5390
 GV5390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV5390'THE STATION IS THE CENTER OF THE TOP OF THE 130 FOOT HIGH, 8
 GV5390'LEGGED STEEL TANK PAINTED SILVER.  LOCATED ABOUT 7 MILES EAST OF
 GV5390'RICHMOND AND 2 MILES NORTH OF THE ELKO RAILROAD STATION.
 GV5390'THE TANK WAS TO BE USED FOR A STATE HOSPITAL FOR MENTALLY
 GV5390'RETARDED COLORED CHILDREN BUT THE BUILDINGS WERE NEVER ERECTED.
 GV5390
 GV5390                          STATION RECOVERY (1996)
 GV5390
 GV5390'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5390'RECOVERED IN GOOD CONDITION.
 GV5390
 GV5390                          STATION RECOVERY (2000)
 GV5390
 GV5390'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5390'MARK NOT FOUND.
 GV5390
 GV5390                          STATION RECOVERY (2003)
 GV5390
 GV5390'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5390'MARK NOT FOUND.
 GV5390
 GV5390                          STATION RECOVERY (2005)
 GV5390
 GV5390'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV5390'THIS TANK NIS LOCATED APROXIMATELY 350 FT WEST OF THE CURB OF
 GV5390'TECHNOLOGY BLVD, O.9 MILES NORTH OF PORTUGEE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3328 ***********************************************************************
 HW3328  DESIGNATION -  ELKTON
 HW3328  PID         -  HW3328
 HW3328  STATE/COUNTY-  VA/ROCKINGHAM
 HW3328  USGS QUAD   -  ELKTON WEST (1987)
 HW3328
 HW3328                         *CURRENT SURVEY CONTROL
 HW3328  ___________________________________________________________________
 HW3328* NAD 83(1993)-  38 24 24.04086(N)    078 38 34.80330(W)     ADJUSTED  
 HW3328* NAVD 88     -       313.2    (meters)    1028.     (feet)  VERTCON   
 HW3328  ___________________________________________________________________
 HW3328  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HW3328  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HW3328
 HW3328  HORZ ORDER  -  SECOND
 HW3328
 HW3328.The horizontal coordinates were established by classical geodetic methods
 HW3328.and adjusted by the National Geodetic Survey in November 1994..
 HW3328
 HW3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3328
 HW3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3328
 HW3328.The geoid height was determined by GEOID03.
 HW3328
 HW3328;                    North         East     Units Scale Factor Converg.
 HW3328;SPC VA N     - 2,082,149.412 3,487,510.122   MT  0.99995512   -0 05 21.3
 HW3328;SPC VA N     - 6,831,185.20 11,441,939.46   sFT  0.99995512   -0 05 21.3
 HW3328;UTM  17      - 4,253,568.965   705,803.592   MT  1.00012164   +1 27 53.2
 HW3328
 HW3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3328!SPC VA N     -   0.99995597  x   0.99995512  =   0.99991109
 HW3328!UTM  17      -   0.99995597  x   1.00012164  =   1.00007760
 HW3328
 HW3328:                Primary Azimuth Mark                     Grid Az
 HW3328:SPC VA N     -  HANSE                                    121 34 31.5
 HW3328:UTM  17      -  HANSE                                    120 01 17.0
 HW3328
 HW3328|---------------------------------------------------------------------|
 HW3328| PID    Reference Object                     Distance      Geod. Az  |
 HW3328|                                                           dddmmss.s |
 HW3328| HW3322 HANSE                               APPROX. 4.0 KM 1212910.2 |
 HW3328| DC3325 ELKTON RM 1                           5.693 METERS 26013     |
 HW3328|---------------------------------------------------------------------|
 HW3328
 HW3328                          SUPERSEDED SURVEY CONTROL
 HW3328
 HW3328  NAD 83(1986)-  38 24 24.04358(N)    078 38 34.81130(W) AD(       ) 2
 HW3328  NAD 27      -  38 24 23.58893(N)    078 38 35.74418(W) AD(       ) 2
 HW3328  NGVD 29 (07/19/86)  313.4    (m)         1028.     (f) VERT ANG       
 HW3328
 HW3328.Superseded values are not recommended for survey control.
 HW3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3328.See file dsdata.txt to determine how the superseded data were derived.
 HW3328
 HW3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC0580453569(NAD 83)
 HW3328_MARKER: DE = TRAVERSE STATION DISK
 HW3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3328
 HW3328  HISTORY     - Date     Condition        Report By
 HW3328  HISTORY     - 1965     MONUMENTED       CGS
 HW3328  HISTORY     - 19980304 GOOD             USPSQD
 HW3328
 HW3328                          STATION DESCRIPTION
 HW3328
 HW3328'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3328'THE STATION IS LOCATED ABOUT 1 MILE WEST OF ELKTON, 0.5 MILE
 HW3328'WEST OF THE SOUTH FORK SHENANDOAH RIVER BRIDGE AND ON THE
 HW3328'PROPERTY OF MR. JERRY HEISTON.
 HW3328'
 HW3328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33
 HW3328'AND 340 IN THE EAST EDGE OF ELKTON, GO WESTERLY ON U.S. HIGHWAY
 HW3328'33 FOR 0.35 MILE TO THE RAILROAD CROSSING AND DEPOT ON THE
 HW3328'LEFT, CROSS TRACKS AND CONTINUE WESTERLY ON U.S. HIGHWAY
 HW3328'FOR 0.5 MILE TO THE SHENANDOAH RIVER BRIDGE, CONTINUE WESTERLY
 HW3328'ON U.S. HIGHWAY 33 FOR 0.2 MILE TO COUNTY ROUTE 962 ON THE
 HW3328'LEFT, TURN LEFT ON COUNTY ROUTE 962 AND GO 0.15 MILE TO A
 HW3328'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO END OF ROAD,
 HW3328'TURN LEFT ON TRACK ROAD AND GO 80 FEET TO FENCE CORNER AND
 HW3328'STATION ON THE RIGHT.
 HW3328'
 HW3328'THE STATION MARK IS 25 FEET WEST OF THE APPROXIMATE CENTER
 HW3328'OF TRACK ROAD, 5 FEET SOUTH OF FENCE LINE AND 3.3 FEET SOUTH
 HW3328'OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK
 HW3328'STAMPED ELKTON 1965 SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 HW3328'3 INCHES.
 HW3328'
 HW3328'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE APPROXIMATE CENTER
 HW3328'OF TRACK ROAD, 19 FEET WEST OF A METAL WITNESS POST AND 4
 HW3328'FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK STAMPED
 HW3328'ELKTON NO 1 1965 SET IN A SQUARE CONCRETE MONUMENT PROJECTING
 HW3328'2 INCHES.
 HW3328'
 HW3328'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 HW3328
 HW3328                          STATION RECOVERY (1998)
 HW3328
 HW3328'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5613 ***********************************************************************
 HV5613  DESIGNATION -  ELKWOOD
 HV5613  PID         -  HV5613
 HV5613  STATE/COUNTY-  VA/CULPEPER
 HV5613  USGS QUAD   -  REMINGTON (1981)
 HV5613
 HV5613                         *CURRENT SURVEY CONTROL
 HV5613  ___________________________________________________________________
 HV5613* NAD 83(1993)-  38 30 46.22210(N)    077 49 13.69835(W)     ADJUSTED  
 HV5613* NAVD 88     -       106.9    (meters)     351.     (feet)  VERTCON   
 HV5613  ___________________________________________________________________
 HV5613  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 HV5613  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV5613
 HV5613  HORZ ORDER  -  SECOND
 HV5613
 HV5613.The horizontal coordinates were established by classical geodetic methods
 HV5613.and adjusted by the National Geodetic Survey in November 1994..
 HV5613
 HV5613.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5613
 HV5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5613
 HV5613.The geoid height was determined by GEOID03.
 HV5613
 HV5613;                    North         East     Units Scale Factor Converg.
 HV5613;SPC VA N     - 2,094,142.931 3,559,263.102   MT  0.99995004   +0 25 26.8
 HV5613;SPC VA N     - 6,870,533.93 11,677,349.03   sFT  0.99995004   +0 25 26.8
 HV5613;UTM  18      - 4,266,488.869   254,082.006   MT  1.00034481   -1 45 25.8
 HV5613
 HV5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5613!SPC VA N     -   0.99998827  x   0.99995004  =   0.99993831
 HV5613!UTM  18      -   0.99998827  x   1.00034481  =   1.00033308
 HV5613
 HV5613|---------------------------------------------------------------------|
 HV5613| PID    Reference Object                     Distance      Geod. Az  |
 HV5613|                                                           dddmmss.s |
 HV5613| DC6244 ELKWOOD RM 1                         38.707 METERS 04818     |
 HV5613| HV5523 CULPEPER FIRE TOWER                 APPROX.13.0 KM 1530608.6 |
 HV5613| DC6242 ELKWOOD AZ MK                                      2090744.3 |
 HV5613| DC6243 ELKWOOD AZ MK 2                                    2094507.8 |
 HV5613| HV5539 CULPEPER ST POLICE RAD TOWER        APPROX. 9.4 KM 2574757.2 |
 HV5613| DC6245 ELKWOOD RM 2                         28.685 METERS 33113     |
 HV5613|---------------------------------------------------------------------|
 HV5613
 HV5613                          SUPERSEDED SURVEY CONTROL
 HV5613
 HV5613  NAD 83(1986)-  38 30 46.22450(N)    077 49 13.70758(W) AD(       ) 2
 HV5613  NAD 27      -  38 30 45.77454(N)    077 49 14.73112(W) AD(       ) 2
 HV5613  NGVD 29 (07/19/86)  107.1    (m)          351.     (f) VERT ANG       
 HV5613
 HV5613.Superseded values are not recommended for survey control.
 HV5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5613.See file dsdata.txt to determine how the superseded data were derived.
 HV5613
 HV5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5408266489(NAD 83)
 HV5613_MARKER: DS = TRIANGULATION STATION DISK
 HV5613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5613
 HV5613  HISTORY     - Date     Condition        Report By
 HV5613  HISTORY     - 1942     MONUMENTED       CGS
 HV5613  HISTORY     - 1958     GOOD             CGS
 HV5613  HISTORY     - 1964     GOOD             CGS
 HV5613  HISTORY     - 1965     GOOD             CGS
 HV5613  HISTORY     - 1971     GOOD             NGS
 HV5613  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 HV5613
 HV5613                          STATION DESCRIPTION
 HV5613
 HV5613'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5613'STATION IS ABOUT 1.75 MILES E OF ELKWOOD RAILROAD STATION,
 HV5613'AND ABOUT 0.75 MILE S BY W FROM REMINGTON RAILROAD STATION,
 HV5613'ON LAND OWNED BY MR. H.K. PORTIS.  STATION IS 155 FEET SW
 HV5613'OF THE SW CORNER OF HOUSE, 15 FEET NW OF THE NW CORNER OF
 HV5613'THE CHICKEN HOUSE.  IT IS STAMPED ELKWOOD 1942, AND PROJECTS
 HV5613'ABOUT 4 INCHES.
 HV5613'
 HV5613'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5613'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 HV5613'7A, AND 11A.
 HV5613'
 HV5613'REFERENCE MARK NO. 1 IS 30 FEET S OF THE SW CORNER OF THE
 HV5613'HOUSE AND 30 FEET NW OF THE NW CORNER OF A SMALL BARN ABOUT
 HV5613'1 FOOT S OF THE PICKET FENCE AROUND THE HOUSE.  IT IS
 HV5613'STAMPED ELKWOOD NO. 1 1942, AND PROJECTS ABOUT 5 INCHES.
 HV5613'
 HV5613'REFERENCE MARK NO. 2 IS ON THE W EDGE OF THE FIELD 10 FEET
 HV5613'W OF THE CENTER WIRE OF THE THREE WIRE HIGH TENSION TRANSMISSION
 HV5613'LINE, 99 FEET S OF POLE NO. SB R 68.  IT IS STAMPED ELKWOOD
 HV5613'NO. 2 1942, AND PROJECTS ABOUT 6 INCHES.
 HV5613'
 HV5613'AZIMUTH MARK IS 0.4 MILE NE OF THE JUNCTION OF COUNTY ROADS
 HV5613'673 AND 674 ON THE W SIDE OF COUNTY ROAD 673, 17 PACES W OF THE
 HV5613'CENTER LINE OF THE ROAD.
 HV5613'
 HV5613'TO REACH FROM BRANDY RAILROAD STATION, WHICH IS ON U.S. HIGHWAYS
 HV5613'29 AND 15, GO EASTERLY ON U.S. HIGHWAY 15 AND 29 FOR 2.5
 HV5613'MILES TO ELKWOOD POST OFFICE ON THE LEFT AND RAILROAD STATION
 HV5613'ON THE RIGHT, LEAVE U.S. HIGHWAYS 15 AND 29, TURN RIGHT
 HV5613'ACROSS RAILROAD TRACKS, THEN LEFT AND FOLLOW COUNTY ROAD
 HV5613'674 E AND SE FOR 1.7 MILES TO CROSSROADS, THEN TURN LEFT,
 HV5613'AND GO NE ON GRAVEL COUNTY ROAD 673 FOR 0.8 MILE TO MR.
 HV5613'PORTIS HOUSE ON THE RIGHT AND WOODEN GATE ON THE LEFT, TURN
 HV5613'LEFT THROUGH THE GATE AND FOLLOW FARM ROAD NORTHERLY FOR 0.2
 HV5613'MILE TO A YELLOW FARMHOUSE, THEN CONTINUE PAST THE FARMHOUSE
 HV5613'FOR ABOUT 50 YARDS TO STATION.
 HV5613'
 HV5613'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HV5613
 HV5613                          STATION RECOVERY (1958)
 HV5613
 HV5613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 HV5613'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HV5613'ANGLE BETWEEN REFERENCE MARKS AND DISTANCES TO REFERENCE
 HV5613'MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT
 HV5613'EXCEPT FOR THE FOLLOWING.
 HV5613'
 HV5613'STATION IS 45.5 FEET NORTHWEST OF NORTHWEST CORNER OF A
 HV5613'CHICKEN HOUSE AND 16 FEET EAST OF TWIN 8 INCH CEDAR TREES.
 HV5613'
 HV5613'AZIMUTH MARK IS 74 FEET SOUTHWEST OF FENCE CORNER ON EAST
 HV5613'SIDE OF COUNTY ROAD 673, 17 FEET WEST OF C/L OF ROAD, ABOUT
 HV5613'3 FEET HIGHER THAN ROAD, AND SET IN AN OLD FENCE LINE.
 HV5613
 HV5613                          STATION RECOVERY (1964)
 HV5613
 HV5613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 HV5613'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 HV5613'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  ALTHOUGH
 HV5613'AN EXTENSIVE SEARCH WAS MADE THE AZIMUTH MARK WAS NOT FOUND.
 HV5613'THE ORIGINAL DESCIRIPTION IS ADEQUATE.
 HV5613
 HV5613                          STATION RECOVERY (1965)
 HV5613
 HV5613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HV5613'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NO. 1 AND
 HV5613'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE 1942 AND 1958
 HV5613'DESCRIPTION IS ADEQUATE.
 HV5613
 HV5613                          STATION RECOVERY (1971)
 HV5613
 HV5613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HV5613'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5613'TO BE IN GOOD CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED
 HV5613'THAT THE AZIMUTH MARK BE RELOCATED DUE TO HIGHWAY IMPROVEMENTS
 HV5613'SO A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD MARK WAS
 HV5613'THEN DESTROYED.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 HV5613'REFERENCE MARK NO. 1.  THE DISTANCE TO REFERENCE MARK NO.
 HV5613'2 AND THE DIRECTION TO THE REFERENCE MARKS WAS CHECKED AND
 HV5613'FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 HV5613'EXCEPT ONLY THE CHIMNEY OF HOUSE REMAINS AND MARK IS 16 FEET
 HV5613'NORTHEAST OF TWIN CEDAR TREE WITH METAL WITNESS SIGN.  THE
 HV5613'AZIMUTH MARK WAS 0.3 MILE NORTHEAST OF INTERSECTION AND NOT
 HV5613'0.4 MILE AND 17 FEET FROM CENTERLINE OF ROAD AND NOT 17
 HV5613'PACES.  STATION IS NOW ON THE PROPERTY OF MR. HILTON.
 HV5613'
 HV5613'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF SECONDARY
 HV5613'STATE ROAD 673, 20 FEET WEST OF OLD MARK, 1.0 FOOT SOUTHWEST
 HV5613'OF STEEL WITNESS POST AND AT THE EDGE OF CLEARED RIGHT OF WAY
 HV5613'OF HIGHLINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 HV5613'DISK IS STAMPED ELKWOOD 1942 1971.  NOTE 16B.
 HV5613'
 HV5613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 HV5613'SW OF REMINGTON
 HV5613
 HV5613                          STATION RECOVERY (2001)
 HV5613
 HV5613'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HV5613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4309 ***********************************************************************
 GV4309  DESIGNATION -  ELLEN ISLAND LIGHT MIDDLE BCN
 GV4309  PID         -  GV4309
 GV4309  STATE/COUNTY-  VA/GLOUCESTER
 GV4309  USGS QUAD   -  ACHILLES (1983)
 GV4309
 GV4309                         *CURRENT SURVEY CONTROL
 GV4309  ___________________________________________________________________
 GV4309* NAD 83(1993)-  37 15 37.23526(N)    076 24 56.43871(W)     ADJUSTED  
 GV4309* NAVD 88     -                                                        
 GV4309  ___________________________________________________________________
 GV4309  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GV4309  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 GV4309
 GV4309  HORZ ORDER  -  THIRD
 GV4309
 GV4309.The horizontal coordinates were established by classical geodetic methods
 GV4309.and adjusted by the National Geodetic Survey in September 1995..
 GV4309
 GV4309
 GV4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4309
 GV4309.The geoid height was determined by GEOID03.
 GV4309
 GV4309;                    North         East     Units Scale Factor Converg.
 GV4309;SPC VA S     - 1,104,915.344 3,684,869.786   MT  0.99994714   +1 15 54.1
 GV4309;SPC VA S     - 3,625,043.09 12,089,443.62   sFT  0.99994714   +1 15 54.1
 GV4309;UTM  18      - 4,124,692.775   374,465.901   MT  0.99979412   -0 51 26.0
 GV4309
 GV4309                          SUPERSEDED SURVEY CONTROL
 GV4309
 GV4309  NAD 83(1993)-  37 15 37.23527(N)    076 24 56.44730(W) AD(       ) 4
 GV4309  NAD 83(1986)-  37 15 37.24396(N)    076 24 56.47288(W) AD(       ) 4
 GV4309  NAD 27      -  37 15 36.73200(N)    076 24 57.66900(W) AD(       ) 3
 GV4309
 GV4309.Superseded values are not recommended for survey control.
 GV4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4309.See file dsdata.txt to determine how the superseded data were derived.
 GV4309
 GV4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7446624693(NAD 83)
 GV4309_MARKER: 14 = NAVIGATION LIGHT
 GV4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4309+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 GV4309
 GV4309  HISTORY     - Date     Condition        Report By
 GV4309  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4309  HISTORY     - 1943     GOOD             CGS
 GV4309  HISTORY     - 1947     SEE DESCRIPTION  CGS
 GV4309  HISTORY     - 19970227 GOOD             USPSQD
 GV4309  HISTORY     - 20020111 GOOD             USPSQD
 GV4309
 GV4309                          STATION DESCRIPTION
 GV4309
 GV4309'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4309'A 3-PILE WOODEN STRUCTURE SUPPORTING A LIGHT ABOUT 10 FEET
 GV4309'ABOVE THE LEVEL OF THE WATER.  THIS IS THE MIDDLE ONE OF
 GV4309'THREE BEACONS AT THE ENTRANCE TO PERRIN RIVER.
 GV4309
 GV4309                          STATION RECOVERY (1943)
 GV4309
 GV4309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4309'A BEACON WAS RECOVERED AT THE APPROXIMATE SITE OF THE 1934
 GV4309'POSITION.
 GV4309
 GV4309                          STATION RECOVERY (1947)
 GV4309
 GV4309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 GV4309'THE NAME MIDDLE BEACON 1932 IS DISPUTED BY THE AID TO NAVIGATION,
 GV4309'ELLEN ISLAND LIGHT.
 GV4309'
 GV4309'IT IS RECOMMENDED THAT THE NAME OF THIS TRIANGULATION STATION
 GV4309'BE CHANGED TO ELLEN ISLAND LIGHT 1932.
 GV4309
 GV4309                          STATION RECOVERY (1997)
 GV4309
 GV4309'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV4309'RECOVERED IN GOOD CONDITION.
 GV4309
 GV4309                          STATION RECOVERY (2002)
 GV4309
 GV4309'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4310 ***********************************************************************
 GV4310  DESIGNATION -  ELLEN RESET
 GV4310  PID         -  GV4310
 GV4310  STATE/COUNTY-  VA/GLOUCESTER
 GV4310  USGS QUAD   -  ACHILLES (1983)
 GV4310
 GV4310                         *CURRENT SURVEY CONTROL
 GV4310  ___________________________________________________________________
 GV4310* NAD 83(1993)-  37 15 15.35917(N)    076 25 33.77567(W)     ADJUSTED  
 GV4310* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4310  ___________________________________________________________________
 GV4310  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV4310  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 GV4310
 GV4310  HORZ ORDER  -  THIRD
 GV4310
 GV4310.The horizontal coordinates were established by classical geodetic methods
 GV4310.and adjusted by the National Geodetic Survey in September 1995..
 GV4310
 GV4310.The orthometric height was scaled from a topographic map.
 GV4310
 GV4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4310
 GV4310.The geoid height was determined by GEOID03.
 GV4310
 GV4310;                    North         East     Units Scale Factor Converg.
 GV4310;SPC VA S     - 1,104,220.876 3,683,964.855   MT  0.99994734   +1 15 31.4
 GV4310;SPC VA S     - 3,622,764.66 12,086,474.70   sFT  0.99994734   +1 15 31.4
 GV4310;UTM  18      - 4,124,032.394   373,536.015   MT  0.99979701   -0 51 48.2
 GV4310
 GV4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4310!SPC VA S     -   1.00000554  x   0.99994734  =   0.99995288
 GV4310!UTM  18      -   1.00000554  x   0.99979701  =   0.99980255
 GV4310
 GV4310|---------------------------------------------------------------------|
 GV4310| PID    Reference Object                     Distance      Geod. Az  |
 GV4310|                                                           dddmmss.s |
 GV4310| DC9218 ELLEN RM 3 BLAZE                                   01322     |
 GV4310| DC9219 ELLEN RM 4 BLAZE                                   02226     |
 GV4310| GV4332 PERRIN R INNER LIGHT WEST BCN       APPROX. 0.9 KM 0325525.5 |
 GV4310| GV4358 WHITE HOUSE SOUTHEAST CHIMNEY       APPROX. 1.8 KM 0365056.5 |
 GV4310| DC9387 ELLEN RM 5 BLAZE                                   04809     |
 GV4310| DC9217 ELLEN WM 3                                         04825     |
 GV4310| GV4309 ELLEN ISLAND LIGHT MIDDLE BCN       APPROX. 1.1 KM 0534518.6 |
 GV4310| GV4331 PERRIN R ENTRANCE LIGHT E BCN       APPROX. 1.6 KM 0691913.7 |
 GV4310| GV4308 DOUBLE                              APPROX. 3.3 KM 0694721.3 |
 GV4310| GV4197 TUE MARSH LIGHTHOUSE 1900           APPROX. 4.1 KM 1201001.8 |
 GV4310| GV4157 DEAD                                APPROX. 3.9 KM 1523110.8 |
 GV4310| GV4196 TREE                                APPROX. 3.7 KM 1630243.5 |
 GV4310| DC9214 ELLEN RM 1                                         21825     |
 GV4310| GV4326 MINOR                               APPROX. 1.3 KM 2723032.6 |
 GV4310| GV4360 YELLOW HSE SM TWO STORY E GAB       497.712 METERS 2741112.8 |
 GV4310| DC9216 ELLEN RM 2 BLAZE                                   29931     |
 GV4310| GV4346 SQUARE                              APPROX. 0.7 KM 3050647.5 |
 GV4310| DC9213 ELLEN WM 1                                         32538     |
 GV4310| GV4311 FLAGPOLE                            APPROX. 0.7 KM 3300919.1 |
 GV4310| DC9215 ELLEN WM 2                                         35437     |
 GV4310|---------------------------------------------------------------------|
 GV4310
 GV4310                          SUPERSEDED SURVEY CONTROL
 GV4310
 GV4310  NAD 83(1993)-  37 15 15.35893(N)    076 25 33.78561(W) AD(       ) 3
 GV4310  NAD 83(1986)-  37 15 15.36800(N)    076 25 33.80986(W) AD(       ) 3
 GV4310  NAD 27      -  37 15 14.85500(N)    076 25 35.00200(W) AD(       ) 3
 GV4310
 GV4310.Superseded values are not recommended for survey control.
 GV4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4310.See file dsdata.txt to determine how the superseded data were derived.
 GV4310
 GV4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7353624032(NAD 83)
 GV4310_MARKER: K = CLAY TILE PIPE
 GV4310_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GV4310_SP_SET: OBJECT IMBEDDED IN GROUND
 GV4310
 GV4310  HISTORY     - Date     Condition        Report By
 GV4310  HISTORY     - 1906     MONUMENTED       CGS
 GV4310  HISTORY     - 1911     GOOD             CGS
 GV4310  HISTORY     - 1928     GOOD             VACF
 GV4310  HISTORY     - 1932     SEE DESCRIPTION  CGS
 GV4310  HISTORY     - 1944     GOOD             CGS
 GV4310  HISTORY     - 1952     GOOD             CGS
 GV4310  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4310
 GV4310                          STATION DESCRIPTION
 GV4310
 GV4310'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WB)
 GV4310'THIS STATION IS LOCATED ON ELLEN ISLAND NEAR THE N SHORE OF THE
 GV4310'YORK RIVER.  THIS ISLAND IS NOW GENERALLY KNOWN AS ALLEN ISLAND,
 GV4310'ALTHOUGH ELLEN IS ITS OLD NAME.  THE ISLAND IS MOSTLY MARSH WITH
 GV4310'SOME SANDY PORTIONS.  ON ONE OF THE LATTER (SANDY PORTIONS)
 GV4310'NEAR THE S SIDE OF THE ISLAND IS A GROVE OF PINE TREES.  THE
 GV4310'STATION IS JUST TO THE S OF THIS GROVE AND ABOUT 15 METERS FROM THE
 GV4310'SHORE.
 GV4310'
 GV4310'THE STATION WAS MARKED BY A TERRA-COTTA PIPE 2 FEET LONG, 4 INCHES
 GV4310'IN DIAMETER, AND WAS CENTERED UNDER STATION WITH TOP ABOUT 23
 GV4310'INCHES BELOW SURFACE OF GROUND.  ABOVE THIS WAS PLACED ABOUT 6
 GV4310'INCHES OF SAND.  UPON THIS WAS CENTERED ANOTHER TERRA-COTTA
 GV4310'PIPE WHICH WAS FILLED WITH CEMENT AND SURROUNDED BY A COLUMN OF
 GV4310'CEMENT ABOUT 20 INCHES IN DIAMETER AND WITH TOP OF COLUMN FLUSH
 GV4310'WITH THE SURFACE OF THE GROUND.  TOP OF PIPE USED FOR SURFACE
 GV4310'MARK EXTENDS 6 INCHES ABOVE GROUND.  THE PIPES WERE PLUMBED
 GV4310'AND THEIR CENTERS MARK STATION.
 GV4310'
 GV4310'THE REFERENCE MARKS ARE TRIANGLES CUT INTO THE BARK OF THREE PINE
 GV4310'TREES.
 GV4310'
 GV4310'REFERENCE MARK NO. 1 IS 13.21 METERS FROM STATION.
 GV4310'
 GV4310'REFERENCE MARK NO. 2 IS 21.04 METERS FROM STATION.
 GV4310'
 GV4310'REFERENCE MARK NO. 3 IS 18.96 METERS FROM STATION.
 GV4310
 GV4310                          STATION RECOVERY (1911)
 GV4310
 GV4310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4310'TOP OF PIPE IS BROKEN OFF BUT STATION MARK IN CEMENT (PIPE) IS
 GV4310'O.K., SO IS REFERENCE MARK.  REFERENCE TREES FOUND.
 GV4310
 GV4310                          STATION RECOVERY (1928)
 GV4310
 GV4310'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1928
 GV4310'FOUND IN GOOD SHAPE, ERECTED OBSERVING STAND 12 FEET HIGH OVER
 GV4310'STATION.
 GV4310
 GV4310                          STATION RECOVERY (1932)
 GV4310
 GV4310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4310'STATION RECOVERED, TOP OF OLD TILE BROKEN OFF BELOW SURFACE OF
 GV4310'GROUND, WAS RE-MARKED WITH A STANDARD BRASS DISK STATION MARK,
 GV4310'STAMPED ELLEN, SET IN THE TOP OF A 15-INCH SQUARE CONCRETE
 GV4310'MONUMENT BUILT AROUND OLD MARK PROJECTING 1 FOOT ABOVE THE GROUND.
 GV4310'THE STATION IS ON THE LINE BETWEEN BUSH ABOUT 10 FEET HIGH AND
 GV4310'THE SE EDGE OF A GROVE OF PINE TREES ON E END OF ISLAND AND IS
 GV4310'ABOUT 8 METERS BACK OF STORM-WATER LINE AS MARKED BY OUTER EDGE
 GV4310'OF BUSH AND LINE OF DEBRIS.
 GV4310'
 GV4310'REFERENCE MARK NO. 1 IS A C. AND G.S. TOPOGRAPHIC STATION SET
 GV4310'IN CONCRETE, FLUSH WITH GROUND ON THE OUTER SAND RIDGE.  THERE IS
 GV4310'A SWAMPY AREA BETWEEN THIS AND THE STATION MARK.
 GV4310'
 GV4310'REFERENCE MRK NO. 2 IS A TRIANGULAR BLAZE CUT IN NEAR FACE OF
 GV4310'18-INCH PINE.
 GV4310'
 GV4310'REFERENCE MARK NO. 3 IS A TRIANGULAR BLAZE ON NEAR FACE OF
 GV4310'2-FOOT PINE, INSHORE TREE OF THREE IN LINE.
 GV4310'
 GV4310'REFERENCE MARK NO. 4 IS A TRIANGULAR BLAZE IN NEAR FACE OF
 GV4310'2-FOOT PINE.
 GV4310'
 GV4310'REFERENCE MARK NO. 5 IS A TRIANGULAR BLAZE IN NEAR FACE OF MOST
 GV4310'EASTERN PINE TREE ON ISLAND, 20 INCHES IN DIAMETER.
 GV4310
 GV4310                          STATION RECOVERY (1944)
 GV4310
 GV4310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4310'STATION RECOVERED IN GOOD CONDITION, AS RE-MARKED IN 1932, 18 METERS
 GV4310'NW OF THE HIGH-WATER LINE.
 GV4310'
 GV4310'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 GV4310'
 GV4310'REFERENCE MARK 3 AND 5 CAN BE RECOVERED FROM THE TREE STUMPS.
 GV4310'
 GV4310'THE ORIGINAL DESCRIPTION AND THE 1932 DESCRIPTION, TOGETHER,
 GV4310'ARE ADEQUATE FOR PRESENT-DAY RECOVERY.
 GV4310
 GV4310                          STATION RECOVERY (1952)
 GV4310
 GV4310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV4310'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4310'THE PINE TREES MENTIONED IN DESCRIPTIONS ARE NO LONGER THERE.
 GV4310'NO REFERENCE MARKS WERE RECOVERED.
 GV4310
 GV4310                          STATION RECOVERY (2002)
 GV4310
 GV4310'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0783 ***********************************************************************
 FZ0783  DESIGNATION -  ELLER
 FZ0783  PID         -  FZ0783
 FZ0783  STATE/COUNTY-  VA/SMYTH
 FZ0783  USGS QUAD   -  ATKINS (1991)
 FZ0783
 FZ0783                         *CURRENT SURVEY CONTROL
 FZ0783  ___________________________________________________________________
 FZ0783* NAD 83(1993)-  36 50 56.55194(N)    081 28 44.84161(W)     ADJUSTED  
 FZ0783* NAVD 88     -       745.207  (meters)    2444.90   (feet)  ADJUSTED  
 FZ0783  ___________________________________________________________________
 FZ0783  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FZ0783  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0783  DYNAMIC HT  -         744.514 (meters)    2442.63  (feet)  COMP
 FZ0783  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 FZ0783
 FZ0783  HORZ ORDER  -  SECOND
 FZ0783  VERT ORDER  -  FIRST     CLASS II
 FZ0783
 FZ0783.The horizontal coordinates were established by classical geodetic methods
 FZ0783.and adjusted by the National Geodetic Survey in September 1995..
 FZ0783
 FZ0783.The orthometric height was determined by differential leveling
 FZ0783.and adjusted by the National Geodetic Survey in June 1991..
 FZ0783
 FZ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0783
 FZ0783.The geoid height was determined by GEOID03.
 FZ0783
 FZ0783.The dynamic height is computed by dividing the NAVD 88
 FZ0783.geopotential number by the normal gravity value computed on the
 FZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0783.degrees latitude (g = 980.6199 gals.).
 FZ0783
 FZ0783.The modeled gravity was interpolated from observed gravity values.
 FZ0783
 FZ0783;                    North         East     Units Scale Factor Converg.
 FZ0783;SPC VA S     - 1,061,422.480 3,234,347.806   MT  0.99998607   -1 48 29.2
 FZ0783;SPC VA S     - 3,482,350.25 10,611,356.09   sFT  0.99998607   -1 48 29.2
 FZ0783;UTM  17      - 4,078,233.452   457,285.281   MT  0.99962248   -0 17 14.4
 FZ0783
 FZ0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0783!SPC VA S     -   0.99988791  x   0.99998607  =   0.99987398
 FZ0783!UTM  17      -   0.99988791  x   0.99962248  =   0.99951043
 FZ0783
 FZ0783|---------------------------------------------------------------------|
 FZ0783| PID    Reference Object                     Distance      Geod. Az  |
 FZ0783|                                                           dddmmss.s |
 FZ0783| FZ0785 ELLER RM 1                            9.674 METERS 09230     |
 FZ0783| FZ0784 ELLER RM 2                           11.978 METERS 16449     |
 FZ0783| FZ2152 QUEBEC LOOKOUT TOWER                APPROX. 8.9 KM 2055423.4 |
 FZ0783| FZ2145 AIRWAY BCN 31 1 MI E MARION         APPROX. 3.8 KM 2183548.5 |
 FZ0783| FZ2150 MARION SW STATE HOSP STACK          APPROX. 3.5 KM 2361738.0 |
 FZ0783| FZ2148 MARION BELFRY                       APPROX. 4.2 KM 2431247.3 |
 FZ0783| FZ2149 MARION RADIO STATION WMEV MAST      APPROX. 2.4 KM 2885450.6 |
 FZ0783| FZ0782 ELLER AZ MK                                        3285531.2 |
 FZ0783|---------------------------------------------------------------------|
 FZ0783
 FZ0783                          SUPERSEDED SURVEY CONTROL
 FZ0783
 FZ0783  NAD 83(1986)-  36 50 56.56243(N)    081 28 44.84264(W) AD(       ) 2
 FZ0783  NAD 27      -  36 50 56.14564(N)    081 28 45.43089(W) AD(       ) 2
 FZ0783  NGVD 29 (??/??/92)  745.278  (m)         2445.13   (f) ADJ UNCH    1 2
 FZ0783
 FZ0783.Superseded values are not recommended for survey control.
 FZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0783.See file dsdata.txt to determine how the superseded data were derived.
 FZ0783
 FZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5728578233(NAD 83)
 FZ0783_MARKER: DS = TRIANGULATION STATION DISK
 FZ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0783_STAMPING: ELLER 1958
 FZ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0783+STABILITY: SURFACE MOTION
 FZ0783
 FZ0783  HISTORY     - Date     Condition        Report By
 FZ0783  HISTORY     - 1958     MONUMENTED       CGS
 FZ0783  HISTORY     - 1959     GOOD             NGS
 FZ0783
 FZ0783                          STATION DESCRIPTION
 FZ0783
 FZ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ0783'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MARION AND
 FZ0783'ON A HIGH BARE KNOB IN PASTURE LAND OWNED BY MR. JOE ELLER.
 FZ0783'IT IS ON THE HIGHEST POINT OF KNOB AND 7 FEET SOUTHWEST
 FZ0783'OF A METAL WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 FZ0783'GROUND AND THE DISK IS STAMPED ELLER 1958.
 FZ0783'
 FZ0783'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF SLOPE OF KNOB,
 FZ0783'35 FEET EAST OF A METAL WITNESS POST AND IS ABOUT 2 FEET
 FZ0783'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK IS SET
 FZ0783'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELLER NO 1 1958.
 FZ0783'
 FZ0783'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF SLOPE OF KNOB,
 FZ0783'46 FEET SOUTH SOUTHEAST OF A METAL WITNESS POST AND IS ABOUT
 FZ0783'2 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 FZ0783'SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED ELLER NO 2 1958.
 FZ0783'
 FZ0783'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER LINE OF U.S.
 FZ0783'HIGHWAY 11.  15 FEET WEST OF THE CENTER LINE OF DRIVE-WAY,
 FZ0783'3.6 FEET NORTHEAST OF A UTILITY POLE NO. 2625.  2 FEET EAST
 FZ0783'OF A METAL WITNESS POST AND IS SET IN A DRILL HOLE IN THE
 FZ0783'WEST END OF A CONCRETE STOCK LOADING CHUTE AND THE DISK IS
 FZ0783'STAMPED ELLER 1958.
 FZ0783'
 FZ0783'TO REACH THE STATION FROM THE RAILROAD STATION IN MARION,
 FZ0783'GO EASTERLY ON U.S. HIGHWAY 11 FOR 1.85 MILES TO AZIMUTH MARK
 FZ0783'ON RIGHT AND DRIVE-WAY ON RIGHT.  TURN RIGHT ON DRIVE-WAY
 FZ0783'AND GO SOUTHERLY FOR 0.1 MILE TO A BRICK HOUSE, HERE BEAR
 FZ0783'LEFT ON TRACK ROAD TO A WOODEN GATE.  PASS THROUGH GATE AND
 FZ0783'GO SOUTHERLY THROUGH PASTURE FOR 0.15 MILE TO HIGHEST POINT
 FZ0783'OF KNOB AND STATION.
 FZ0783'
 FZ0783'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ0783
 FZ0783                          STATION RECOVERY (1959)
 FZ0783
 FZ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ0783'3 MI NE FROM MARION.
 FZ0783'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0783'OFFICE AT MARION, THENCE ABOUT 0.1 MILE SOUTH-SOUTHEAST ALONG A
 FZ0783'ROAD LEADING TO A BRICK HOUSE, THENCE ABOUT 0.25 MILE SOUTH-SOUTHEAST
 FZ0783'AND UPHILL THRU A GATE TO TOP OF HILL, ON THE HIGHEST POINT OF HILL,
 FZ0783'31.8 FEET WEST OF R M 1, 39.3 FEET NORTH-NORTHWEST OF R M 2, 7
 FZ0783'FEET SOUTHWEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 FZ0783'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0782 ***********************************************************************
 FZ0782  DESIGNATION -  ELLER AZ MK
 FZ0782  PID         -  FZ0782
 FZ0782  STATE/COUNTY-  VA/SMYTH
 FZ0782  USGS QUAD   -  ATKINS (1991)
 FZ0782
 FZ0782                         *CURRENT SURVEY CONTROL
 FZ0782  ___________________________________________________________________
 FZ0782* NAD 83(1986)-  36 51 08.     (N)    081 28 54.     (W)     SCALED    
 FZ0782* NAVD 88     -       680.216  (meters)    2231.68   (feet)  ADJUSTED  
 FZ0782  ___________________________________________________________________
 FZ0782  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0782  DYNAMIC HT  -         679.581 (meters)    2229.59  (feet)  COMP
 FZ0782  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 FZ0782
 FZ0782  VERT ORDER  -  FIRST     CLASS II
 FZ0782
 FZ0782.The horizontal coordinates were scaled from a topographic map and have
 FZ0782.an estimated accuracy of +/- 6 seconds.
 FZ0782
 FZ0782.The orthometric height was determined by differential leveling
 FZ0782.and adjusted by the National Geodetic Survey in June 1991..
 FZ0782
 FZ0782.The geoid height was determined by GEOID03.
 FZ0782
 FZ0782.The dynamic height is computed by dividing the NAVD 88
 FZ0782.geopotential number by the normal gravity value computed on the
 FZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0782.degrees latitude (g = 980.6199 gals.).
 FZ0782
 FZ0782.The modeled gravity was interpolated from observed gravity values.
 FZ0782
 FZ0782;                    North         East    Units  Estimated Accuracy
 FZ0782;SPC VA S     - 1,061,780.    3,234,130.      MT  (+/- 180 meters Scaled)
 FZ0782
 FZ0782                          SUPERSEDED SURVEY CONTROL
 FZ0782
 FZ0782  NGVD 29 (??/??/92)  680.282  (m)         2231.89   (f) ADJ UNCH    1 2
 FZ0782
 FZ0782.Superseded values are not recommended for survey control.
 FZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0782.See file dsdata.txt to determine how the superseded data were derived.
 FZ0782
 FZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA570785(NAD 83)
 FZ0782_MARKER: DZ = AZIMUTH MARK DISK
 FZ0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0782_SP_SET: LOADING RAMP
 FZ0782_STAMPING: ELLER 1958
 FZ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0782
 FZ0782  HISTORY     - Date     Condition        Report By
 FZ0782  HISTORY     - 1958     MONUMENTED       CGS
 FZ0782  HISTORY     - 1959     GOOD             NGS
 FZ0782  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ0782
 FZ0782                          STATION DESCRIPTION
 FZ0782
 FZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0782'2.6 MI NE FROM MARION.
 FZ0782'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0782'OFFICE AT MARION, 0.25 MILE NORTHEAST OF U.S. HIGHWAY 11 OVERPASS
 FZ0782'OVER THE NORFOLK AND WESTERN RAILWAY, AT THE JUNCTION OF A ROAD
 FZ0782'LEADING SOUTH-SOUTHEAST TO LOWS, 40 FEET SOUTHEAST OF THE CENTER
 FZ0782'LINE OF THE HIGHWAY, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 FZ0782'ROAD SOUTHEAST, 3.3 FEET NORTH OF TELEPHONE POLE 2625, IN TOP OF
 FZ0782'THE NORTHWEST CORNER OF CONCRETE LOADING RAMP WITH SHUTE, 2 FEET
 FZ0782'NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 FZ0782'OF THE HIGHWAY.
 FZ0782
 FZ0782                          STATION RECOVERY (1984)
 FZ0782
 FZ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0782'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0785 ***********************************************************************
 FZ0785  DESIGNATION -  ELLER RM 1
 FZ0785  PID         -  FZ0785
 FZ0785  STATE/COUNTY-  VA/SMYTH
 FZ0785  USGS QUAD   -  ATKINS (1991)
 FZ0785
 FZ0785                         *CURRENT SURVEY CONTROL
 FZ0785  ___________________________________________________________________
 FZ0785* NAD 83(1986)-  36 50 56.     (N)    081 28 44.     (W)     SCALED    
 FZ0785* NAVD 88     -       744.259  (meters)    2441.79   (feet)  ADJUSTED  
 FZ0785  ___________________________________________________________________
 FZ0785  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0785  DYNAMIC HT  -         743.565 (meters)    2439.51  (feet)  COMP
 FZ0785  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 FZ0785
 FZ0785  VERT ORDER  -  FIRST     CLASS II
 FZ0785
 FZ0785.The horizontal coordinates were scaled from a topographic map and have
 FZ0785.an estimated accuracy of +/- 6 seconds.
 FZ0785
 FZ0785.The orthometric height was determined by differential leveling
 FZ0785.and adjusted by the National Geodetic Survey in June 1991..
 FZ0785
 FZ0785.The geoid height was determined by GEOID03.
 FZ0785
 FZ0785.The dynamic height is computed by dividing the NAVD 88
 FZ0785.geopotential number by the normal gravity value computed on the
 FZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0785.degrees latitude (g = 980.6199 gals.).
 FZ0785
 FZ0785.The modeled gravity was interpolated from observed gravity values.
 FZ0785
 FZ0785;                    North         East    Units  Estimated Accuracy
 FZ0785;SPC VA S     - 1,061,410.    3,234,370.      MT  (+/- 180 meters Scaled)
 FZ0785
 FZ0785                          SUPERSEDED SURVEY CONTROL
 FZ0785
 FZ0785  NGVD 29 (??/??/92)  744.329  (m)         2442.02   (f) ADJ UNCH    1 2
 FZ0785
 FZ0785.Superseded values are not recommended for survey control.
 FZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0785.See file dsdata.txt to determine how the superseded data were derived.
 FZ0785
 FZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA573782(NAD 83)
 FZ0785_MARKER: DR = REFERENCE MARK DISK
 FZ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0785_STAMPING: ELLER NO 1 1958
 FZ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0785+STABILITY: SURFACE MOTION
 FZ0785
 FZ0785  HISTORY     - Date     Condition        Report By
 FZ0785  HISTORY     - 1958     MONUMENTED       CGS
 FZ0785  HISTORY     - 1959     GOOD             NGS
 FZ0785
 FZ0785                          STATION DESCRIPTION
 FZ0785
 FZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0785'3 MI NE FROM MARION.
 FZ0785'31.8 FEET EAST OF ELLER DESCRIBED, 42 1/2 FEET NORTH-NORTHEAST
 FZ0785'OF R M 2, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0784 ***********************************************************************
 FZ0784  DESIGNATION -  ELLER RM 2
 FZ0784  PID         -  FZ0784
 FZ0784  STATE/COUNTY-  VA/SMYTH
 FZ0784  USGS QUAD   -  ATKINS (1991)
 FZ0784
 FZ0784                         *CURRENT SURVEY CONTROL
 FZ0784  ___________________________________________________________________
 FZ0784* NAD 83(1986)-  36 50 56.     (N)    081 28 44.     (W)     SCALED    
 FZ0784* NAVD 88     -       744.098  (meters)    2441.26   (feet)  ADJUSTED  
 FZ0784  ___________________________________________________________________
 FZ0784  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0784  DYNAMIC HT  -         743.406 (meters)    2438.99  (feet)  COMP
 FZ0784  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 FZ0784
 FZ0784  VERT ORDER  -  FIRST     CLASS II
 FZ0784
 FZ0784.The horizontal coordinates were scaled from a topographic map and have
 FZ0784.an estimated accuracy of +/- 6 seconds.
 FZ0784
 FZ0784.The orthometric height was determined by differential leveling
 FZ0784.and adjusted by the National Geodetic Survey in June 1991..
 FZ0784
 FZ0784.The geoid height was determined by GEOID03.
 FZ0784
 FZ0784.The dynamic height is computed by dividing the NAVD 88
 FZ0784.geopotential number by the normal gravity value computed on the
 FZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0784.degrees latitude (g = 980.6199 gals.).
 FZ0784
 FZ0784.The modeled gravity was interpolated from observed gravity values.
 FZ0784
 FZ0784;                    North         East    Units  Estimated Accuracy
 FZ0784;SPC VA S     - 1,061,410.    3,234,370.      MT  (+/- 180 meters Scaled)
 FZ0784
 FZ0784                          SUPERSEDED SURVEY CONTROL
 FZ0784
 FZ0784  NGVD 29 (??/??/92)  744.169  (m)         2441.49   (f) ADJ UNCH    1 2
 FZ0784
 FZ0784.Superseded values are not recommended for survey control.
 FZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0784.See file dsdata.txt to determine how the superseded data were derived.
 FZ0784
 FZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA573782(NAD 83)
 FZ0784_MARKER: DR = REFERENCE MARK DISK
 FZ0784_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0784_SP_SET: OUTCROP
 FZ0784_STAMPING: ELLER NO 2 1958
 FZ0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0784+STABILITY: POSITION/ELEVATION WELL
 FZ0784
 FZ0784  HISTORY     - Date     Condition        Report By
 FZ0784  HISTORY     - 1958     MONUMENTED       CGS
 FZ0784  HISTORY     - 1959     GOOD             NGS
 FZ0784
 FZ0784                          STATION DESCRIPTION
 FZ0784
 FZ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0784'3 MI NE FROM MARION.
 FZ0784'39.3 FEET SOUTH-SOUTHEAST OF ELLER DESCRIBED AND THE HIGHEST POINT
 FZ0784'OF HILL, 42 1/2 FEET SOUTH-SOUTHWEST OF R M 1, AND SET IN TOP OF
 FZ0784'A 3-BY 5-FOOT ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3895 ***********************************************************************
 GV3895  DESIGNATION -  ELLIOTT
 GV3895  PID         -  GV3895
 GV3895  STATE/COUNTY-  VA/NORTHAMPTON
 GV3895  USGS QUAD   -  ELLIOTTS CREEK (1992)
 GV3895
 GV3895                         *CURRENT SURVEY CONTROL
 GV3895  ___________________________________________________________________
 GV3895* NAD 83(1993)-  37 12 32.31847(N)    076 00 50.03255(W)     ADJUSTED  
 GV3895* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3895  ___________________________________________________________________
 GV3895  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 GV3895  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 GV3895
 GV3895  HORZ ORDER  -  THIRD
 GV3895
 GV3895.The horizontal coordinates were established by classical geodetic methods
 GV3895.and adjusted by the National Geodetic Survey in September 1995..
 GV3895
 GV3895.The orthometric height was scaled from a topographic map.
 GV3895
 GV3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3895
 GV3895.The geoid height was determined by GEOID03.
 GV3895
 GV3895;                    North         East     Units Scale Factor Converg.
 GV3895;SPC VA S     - 1,100,079.559 3,720,648.300   MT  0.99994921   +1 30 32.0
 GV3895;SPC VA S     - 3,609,177.69 12,206,826.96   sFT  0.99994921   +1 30 32.0
 GV3895;UTM  18      - 4,118,536.716   410,033.563   MT  0.99969970   -0 36 47.4
 GV3895
 GV3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3895!SPC VA S     -   1.00000553  x   0.99994921  =   0.99995474
 GV3895!UTM  18      -   1.00000553  x   0.99969970  =   0.99970523
 GV3895
 GV3895|---------------------------------------------------------------------|
 GV3895| PID    Reference Object                     Distance      Geod. Az  |
 GV3895|                                                           dddmmss.s |
 GV3895| DC9388 ELLIOTT RM 1                         37.410 METERS 02453     |
 GV3895| DC9389 ELLIOTT RM 2                         65.910 METERS 13946     |
 GV3895| GV3897 ENGINEERS CAGING                    APPROX. 4.1 KM 3403405.7 |
 GV3895| GV3878 CHERRYSTONE LIGHTHOUSE              APPROX. 6.0 KM 3422612.5 |
 GV3895| GV3864 BLACK BEACON                        APPROX. 5.5 KM 3423131.2 |
 GV3895|---------------------------------------------------------------------|
 GV3895
 GV3895                          SUPERSEDED SURVEY CONTROL
 GV3895
 GV3895  NAD 83(1993)-  37 12 32.30843(N)    076 00 50.01691(W) AD(       ) 3
 GV3895  NAD 83(1986)-  37 12 32.32301(N)    076 00 50.06802(W) AD(       ) 3
 GV3895  NAD 27      -  37 12 31.81800(N)    076 00 51.31100(W) AD(       ) 3
 GV3895
 GV3895.Superseded values are not recommended for survey control.
 GV3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3895.See file dsdata.txt to determine how the superseded data were derived.
 GV3895
 GV3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1003418537(NAD 83)
 GV3895_MARKER: DS = TRIANGULATION STATION DISK
 GV3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3895
 GV3895  HISTORY     - Date     Condition        Report By
 GV3895  HISTORY     - 1913     MONUMENTED       CGS
 GV3895  HISTORY     - 1934     MARK NOT FOUND   CGS
 GV3895  HISTORY     - 1954     MARK NOT FOUND   CGS
 GV3895
 GV3895                          STATION DESCRIPTION
 GV3895
 GV3895'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3895'STATION ELLIOT IS ON N END OF NOTABLY HIGH SAND RIDGE, 3.5 METERS
 GV3895'BACK FROM TOP ANGLE OF BANK, AND 15 METERS BACK FROM HIGH WATER,
 GV3895'AT AN ELEVATION OF ABOUT 32 FEET, ON THE LAST POINT DOWN THE
 GV3895'BAY, FROM WHICH THE BREAKWATER AT CAPE CHARLES CITY CAN BE SEEN.
 GV3895'
 GV3895'STATION IS MARKED BY AN 8- BY 8- BY 24-INCH CONCRETE BLOCK,
 GV3895'WITH REGULATION BRASS DISK, REINFORCED IN ITS TOP AND CENTER,
 GV3895'STANDING 4 INCHES ABOVE THE GROUND, SET IN CEMENT, WITH NOZZLE OF
 GV3895'A PINT BOTTLE FOR SUBSURFACE MARK.
 GV3895'
 GV3895'REFERENCE MARK NO. 1 IS A SPIKE IN A LARGE TRIANGLE CUT ON A
 GV3895'11-INCH PINE, 2 FEET ABOVE THE GROUND, A HARD PINE GOOD FOR MANY
 GV3895'YEARS, DISTANT 37.410 METERS ON LINE 224 DEG 58 MIN 47 SEC TO
 GV3895'RIGHT OF LINE TO TRIANGULATION STATION COSTIN.
 GV3895'
 GV3895'REFERENCE MARK NO. 2 IS AN 8- BY 8- BY 24-INCH CEMENT BLOCK,
 GV3895'WITH DISK BEARING ARROW IN TOP, SET ON THE SAME RIDGE BELOW THE
 GV3895'40-FOOT OLD DEAD PINE, DISTANT 65.910 METERS ON LINE 339 DEG 51
 GV3895'MIN 36 SEC TO RIGHT OF LINE TO TRIANGULATION STATION COSTIN.
 GV3895
 GV3895                          STATION RECOVERY (1934)
 GV3895
 GV3895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3895'NO TRACE OF STATION OR REFERENCE MARK NO. 1 COULD BE FOUND AFTER
 GV3895'AN EXTENSIVE SEARCH.  REFERENCE MARK NO. 2 WAS FOUND WASHED OUT
 GV3895'AND LYING AT THE FOOT OF THE SAND RIDGE.  THE STATION MARK HAS
 GV3895'UNDOUBTEDLY BEEN WASHED OUT ALSO, FOR THERE IS EVIDENCE OF
 GV3895'CONSIDERABLE EROSION OF THE HIGH RIDGE AT THIS POINT, AND THE
 GV3895'STATION WAS VERY NEAR THE EDGE OF THE BANK.  IT IS RECOMMENDED
 GV3895'THAT THIS STATION BE LISTED AS LOST.
 GV3895
 GV3895                          STATION RECOVERY (1954)
 GV3895
 GV3895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3895'NO TRACE OF THE STATION OR REFERENCE MARKS COULD BE FOUND.
 GV3895'THIS STATION MUST BE CONSIDERED LOST THROUGH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3507 ***********************************************************************
 HW3507  DESIGNATION -  ELLIOTT KNOB LOOKOUT TWR 1957
 HW3507  PID         -  HW3507
 HW3507  STATE/COUNTY-  VA/AUGUSTA
 HW3507  USGS QUAD   -  ELLIOTT KNOB (1978)
 HW3507
 HW3507                         *CURRENT SURVEY CONTROL
 HW3507  ___________________________________________________________________
 HW3507* NAD 83(1993)-  38 09 59.42842(N)    079 18 50.62048(W)     ADJUSTED  
 HW3507* NAVD 88     -                                                        
 HW3507  ___________________________________________________________________
 HW3507  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HW3507  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HW3507
 HW3507  HORZ ORDER  -  THIRD
 HW3507
 HW3507.The horizontal coordinates were established by classical geodetic methods
 HW3507.and adjusted by the National Geodetic Survey in November 1994..
 HW3507
 HW3507
 HW3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3507
 HW3507.The geoid height was determined by GEOID03.
 HW3507
 HW3507;                    North         East     Units Scale Factor Converg.
 HW3507;SPC VA N     - 2,055,797.548 3,428,663.388   MT  0.99997917   -0 30 29.1
 HW3507;SPC VA N     - 6,744,729.12 11,248,873.13   sFT  0.99997917   -0 30 29.1
 HW3507;SPC VA S     - 1,203,755.579 3,428,658.813   MT  1.00004258   -0 29 38.7
 HW3507;SPC VA S     - 3,949,321.43 11,248,858.12   sFT  1.00004258   -0 29 38.7
 HW3507;UTM  17      - 4,225,632.647   647,690.698   MT  0.99986864   +1 02 31.2
 HW3507
 HW3507                          SUPERSEDED SURVEY CONTROL
 HW3507
 HW3507  NAD 83(1986)-  38 09 59.42928(N)    079 18 50.62961(W) AD(       ) 4
 HW3507  NAD 27      -  38 09 58.96800(N)    079 18 51.49900(W) AD(       ) 3
 HW3507
 HW3507.Superseded values are not recommended for survey control.
 HW3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3507.See file dsdata.txt to determine how the superseded data were derived.
 HW3507
 HW3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4769125633(NAD 83)
 HW3507_MARKER: 57 = LOOKOUT TOWER
 HW3507
 HW3507  HISTORY     - Date     Condition        Report By
 HW3507  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3507  HISTORY     - 1977     GOOD             NGS
 HW3507
 HW3507                          STATION DESCRIPTION
 HW3507
 HW3507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3507'THE STATION IS ON THE HIGHEST POINT OF NORTH MOUNTAIN AND
 HW3507'IS KNOWN LOCALLY AS ELLIOTT KNOB.  IT IS APPROXIMATELY 3.5
 HW3507'MILES NORTHWEST OF STAUNTON, VA.
 HW3507'
 HW3507'THE LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH AN
 HW3507'12 FOOT STEEL HOUSE ON TOP.  THE TOWER IS ABOUT 45 FEET HIGH.
 HW3507'A TRAVERSE CONNECTION WAS MADE FROM THE APPROXIMATE CENTER
 HW3507'OF THE BASE OF THE TOWER TO TRIANGULATION STATION ELLIOTT
 HW3507'KNOB 1878 1933, DISTANCE BEING 7.05 FEET (2.150 METERS)
 HW3507'SOUTHEAST OF STATION ELLIOTT KNOB 1878 1933.
 HW3507
 HW3507                          STATION RECOVERY (1977)
 HW3507
 HW3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 HW3507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3508 ***********************************************************************
 HW3508  DESIGNATION -  ELLIOTTS KNOB RESET
 HW3508  PID         -  HW3508
 HW3508  STATE/COUNTY-  VA/AUGUSTA
 HW3508  USGS QUAD   -  ELLIOTT KNOB (1978)
 HW3508
 HW3508                         *CURRENT SURVEY CONTROL
 HW3508  ___________________________________________________________________
 HW3508* NAD 83(1993)-  38 09 59.48059(N)    079 18 50.67905(W)     ADJUSTED  
 HW3508* NAVD 88     -      1360.     (meters)    4462.     (feet)  SCALED    
 HW3508  ___________________________________________________________________
 HW3508  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HW3508  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HW3508
 HW3508  HORZ ORDER  -  FIRST
 HW3508
 HW3508.The horizontal coordinates were established by classical geodetic methods
 HW3508.and adjusted by the National Geodetic Survey in November 1994..
 HW3508
 HW3508.The orthometric height was scaled from a topographic map.
 HW3508
 HW3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3508
 HW3508.The geoid height was determined by GEOID03.
 HW3508
 HW3508;                    North         East     Units Scale Factor Converg.
 HW3508;SPC VA N     - 2,055,799.170 3,428,661.977   MT  0.99997916   -0 30 29.1
 HW3508;SPC VA N     - 6,744,734.44 11,248,868.50   sFT  0.99997916   -0 30 29.1
 HW3508;SPC VA S     - 1,203,757.200 3,428,657.401   MT  1.00004259   -0 29 38.7
 HW3508;SPC VA S     - 3,949,326.75 11,248,853.49   sFT  1.00004259   -0 29 38.7
 HW3508;UTM  17      - 4,225,634.229   647,689.244   MT  0.99986864   +1 02 31.2
 HW3508
 HW3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3508!SPC VA N     -   0.99979163  x   0.99997916  =   0.99977080
 HW3508!SPC VA S     -   0.99979163  x   1.00004259  =   0.99983421
 HW3508!UTM  17      -   0.99979163  x   0.99986864  =   0.99966030
 HW3508
 HW3508|---------------------------------------------------------------------|
 HW3508| PID    Reference Object                     Distance      Geod. Az  |
 HW3508|                                                           dddmmss.s |
 HW3508| DC3332 ELLIOTTS KNOB RM 1                   14.529 METERS 05315     |
 HW3508| DC3333 ELLIOTTS KNOB RM 2                   22.524 METERS 13550     |
 HW3508| HW3507 ELLIOTT KNOB LOOKOUT TWR 1957         2.149 METERS 13827     |
 HW3508| HW3510 ELLIOT KNOB 1878 ECC                  0.333 METERS 20024     |
 HW3508| HW3509 ELLIOTTS KNOB RM 3 AZIMUTH           51.206 METERS 20854     |
 HW3508| HW3530 WALLACE                             APPROX.19.2 KM 2652801.5 |
 HW3508|---------------------------------------------------------------------|
 HW3508
 HW3508                          SUPERSEDED SURVEY CONTROL
 HW3508
 HW3508  NAD 83(1986)-  38 09 59.48145(N)    079 18 50.68818(W) AD(       ) 1
 HW3508  NAD 27      -  38 09 59.02000(N)    079 18 51.55700(W) AD(       ) 1
 HW3508
 HW3508.Superseded values are not recommended for survey control.
 HW3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3508.See file dsdata.txt to determine how the superseded data were derived.
 HW3508
 HW3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4768925634(NAD 83)
 HW3508_MARKER: B = BOLT
 HW3508_SETTING: 80 = SET IN A BOULDER
 HW3508_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HW3508
 HW3508  HISTORY     - Date     Condition        Report By
 HW3508  HISTORY     - 1878     MONUMENTED       CGS
 HW3508  HISTORY     - 1930     GOOD             CGS
 HW3508  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HW3508  HISTORY     - 1957     GOOD             CGS
 HW3508  HISTORY     - 1958     GOOD             CGS
 HW3508  HISTORY     - 1969     SEE DESCRIPTION  USAF
 HW3508  HISTORY     - 1974     GOOD             NGS
 HW3508  HISTORY     - 1977     GOOD             NGS
 HW3508
 HW3508                          STATION DESCRIPTION
 HW3508
 HW3508'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (ATM)
 HW3508'THE CENTER IS MARKED BY A COPPER BOLT (IN A LARGE BOULDER) 5
 HW3508'INCHES LONG SET IN LEAD.  FOUR REFERENCE POSTS OF MARBLE
 HW3508'6-BY 6-INCHES AND 2-1/2 FEET LONG ARE PLACED N, S, E, AND W
 HW3508'FROM STATION, EACH 8 FEET FROM CENTER.  THE TOP OF EACH POST
 HW3508'HAS TWO LINES CROSSING IN THE CENTER, ONE OF WHICH TERMINATES
 HW3508'IN AN ARROW HEAD POINTING TO CENTER.
 HW3508
 HW3508                          STATION RECOVERY (1930)
 HW3508
 HW3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 HW3508'THIS STATION IS 14 MILES W BY N FROM STAUNTON, 4-1/2 MILES
 HW3508'WSW FROM BUFFALO GAP, AND 4 MILES N BY W FROM AUGUSTA SPRINGS.
 HW3508'IT IS ON THE HIGHEST POINT OF NORTH MOUNTAIN, KNOWN AS ELLIOTS
 HW3508'KNOB, AND IS ABOUT 8 METERS N OF A FOREST SERVICE FIRE LOOKOUT
 HW3508'TOWER.  THE KNOB AND THE TOWER ARE EASILY SEEN FROM THE HIGHWAY.
 HW3508'
 HW3508'THE STATION IS MARKED BY A 5-INCH COPPER BOLT LEADED INTO A
 HW3508'LARGE FLAT BOULDER.  THE LEAD COMPLETELY COVERS THE TOP OF THE
 HW3508'BOLT, AND A SMALL DRILL HOLE WAS DRILLED THROUGH THE LEAD TO
 HW3508'VERIFY THE EXISTENCE OF THE COPPER BELOW.  NO REFERENCE POSTS
 HW3508'COULD BE RECOVERED, BUT THE SUNKEN HOLES FROM WHICH THEY HAD BEEN
 HW3508'REMOVED WERE PLAINLY DISCERNIBLE, AND CORRESPONDED TO THE
 HW3508'DISTANCES AND DIRECTIONS GIVEN.  BEFORE LEAVING THE STATION,
 HW3508'A 5-FOOT ROCK CAIRN WAS BUILT OVER THE MARK.
 HW3508'
 HW3508'TO REACH FROM STAUNTON, TAKE HIGHWAY W TO BUFFALO GAP.  FROM
 HW3508'THE GAP CONTINUE W ON HIGHWAY FOR ABOUT 2-1/2 MILES UNTIL THE
 HW3508'CREST OF THE DIVIDE IS REACHED.  AT THIS POINT A ROAD, MARKED
 HW3508'WITH A FOREST SERVICE SIGN, LEADS OUT TO THE RIGHT TO THE TOP
 HW3508'OF THE MOUNTAIN.  THIS ROAD IS ONLY PASSABLE FOR TRUCKS FOR
 HW3508'A DISTANCE OF ABOUT 1 MILE TO A CLEARED CAMP SITE.  EXCEPT IN
 HW3508'VERY DRY WEATHER, WATER IS AVAILABLE HERE.  FROM HERE, A ROUGH
 HW3508'TRAIL CONTINUES FOR A DISTANCE OF ABOUT 3 MILES TO THE
 HW3508'STATION.  AN EXPERT TEAM HITCHED TO A ONE HORSE WAGON CAN TAKE
 HW3508'A LIGHT LOAD TO WITHIN A QUARTER MILE OF THE TOP.  HERE IS
 HW3508'A GOOD CAMP SITE, A FOREST SERVICE HOUSE WITH TWO WOODEN
 HW3508'BUNKS, AND A HEATING STOVE FOR THE USE OF THE PUBLIC.  PLENTY OF
 HW3508'GOOD SPRING WATER IS AVAILABLE EVEN IN THE DRYEST SEASONS.
 HW3508'A GOOD FOOT TRAIL LEADS FROM THE HOUSE TO THE TOP OF THE
 HW3508'MOUNTAIN.
 HW3508'
 HW3508'THE NW LEG OF THE FIRE TOWER BEARS S 11 DEG 40 MIN W, TRUE, FROM
 HW3508'THE STATION, AND IS DISTANT 6.11 METERS, THE MEASURE BEING
 HW3508'TAKEN TO THE VERTEX OF THE ANGLE OF THE LEG.
 HW3508
 HW3508                          STATION RECOVERY (1933)
 HW3508
 HW3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW3508'THE STATION IS ON THE SUMMIT OF ELLIOTT KNOB, THE HIGHEST POINT
 HW3508'ON NORTH MOUNTAIN, ABOUT 13-1/2 MILES NW OF STAUNTON, VIRGINIA,
 HW3508'AND IS EASILY IDENTIFIED AS THE HIGHEST POINT IN THAT LOCALITY.
 HW3508'THE STATION WAS RECOVERED AS DESCRIBED, AND IN GOOD CONDITION,
 HW3508'THE COPPER WAS REMOVED AND A STANDARD DISK CEMENTED IN THE OLD
 HW3508'DRILL HOLE, THUS RE-MARKING THE CENTER OF THE STATION.  THE FOUR
 HW3508'6- BY 6-INCH MARBLE REFERENCE POSTS HAVE BEEN REMOVED, BUT THE
 HW3508'FOUR HOLES FROM WHICH THEY CAME ARE STILL RECOGNIZABLE.
 HW3508'
 HW3508'THREE NEW REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 HW3508'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 HW3508'IN OUTCROPPING BEDROCK AS DESCRIBED, AND REFERENCE
 HW3508'MARKS NOS. 2 AND 3 ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 HW3508'BOULDERS AS DESCRIBED,
 HW3508'
 HW3508'REFERENCE MARK NO. 1 IS NE OF STATION AND ABOUT THE SAME
 HW3508'ELEVATION.
 HW3508'
 HW3508'REFERENCE MARK NO. 2 IS SE OF STATION AND SLIGHTLY HIGHER
 HW3508'THAN STATION.
 HW3508'
 HW3508'REFERENCE MARK NO. 3 IS ABOUT 75 YARDS SW OF STATION AND
 HW3508'35 FEET SW OF TELEPHONE POLE.
 HW3508'
 HW3508'TO REACH FROM STAUNTON, VIRGINIA, AT THE INTERSECTION OF
 HW3508'U.S. HIGHWAY 11 AND STATE HIGHWAY 254 AT COURTHOUSE, TURN W ON
 HW3508'STATE HIGHWAY 254 AND FOLLOW 9.35 MILES TO ITS JUNCTION WITH
 HW3508'HIGHWAY 42, KEEP W ON HIGHWAY 42 FOR 3.4 MILES OR 1.55 MILES
 HW3508'BEYOND BUFFALO PARK.  TURN RIGHT ON ROUGH MOUNTAIN ROAD AT
 HW3508'SIGN ELLIOTT KNOB LOOKOUT STATION 3 MILES, PROCEED ABOUT 1.0
 HW3508'MILE TO END OF TRUCK TRAVEL, CONTINUE UP ROUGH ROAD ABOUT
 HW3508'2.0 MILES TO THE SUMMIT.  THE STATION IS LOCATED AT THE
 HW3508'NORTHERN EDGE OF SUMMIT 23.6 FEET N OF NE LEG AND 20.3 FEET NE
 HW3508'OF NW LEG OF FIRE TOWER.
 HW3508
 HW3508                          STATION RECOVERY (1957)
 HW3508
 HW3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3508'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 HW3508'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AS DESCRIBED
 HW3508'AND FOUND TO BE IN GOOD CONDITION.  THE TO REACH FOR THE STATION
 HW3508'IS ADQUATE.  DUE TO SEVERAL CHANGES IN THE AREA A NEW DESCRIPTION
 HW3508'OF THE MARKS FOLLOW.
 HW3508'
 HW3508'STATION MARK IS A STANDARD DISK STAMPED ELLIOTT KNOB 1878 1933.
 HW3508'IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 HW3508'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14.6 FEET NORTH-
 HW3508'NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 5 FEET
 HW3508'SOUTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 4 FEET
 HW3508'WEST OF THE EAST EDGE OF THE CONCRETE STEP OF THE LOOKOUT
 HW3508'TOWER.
 HW3508'
 HW3508'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLIOTT KNOB NO
 HW3508'1 1878 1933, IS SET IN A DRILL HOLE IN OUTCROPING BEDROCK
 HW3508'WHICH PROJECTS ABOUT 6 INCHES.  IT IS 35 FEET NORTHEAST OF THE
 HW3508'NORTHWEST LEG OF THE LOOKOUT TOWER AND 3 FEET NORTH OF THE
 HW3508'NORTHEAST CORNER OF THE ROCK WALL WHICH IS AROUND THE LOOKOUT
 HW3508'TOWER.
 HW3508'
 HW3508'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELLIOTT KNOB NO
 HW3508'2 1878 1933, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 HW3508'ABOUT 2 FEET ON THE EAST SIDE AND ABOUT 1 FOOT ON THE WEST
 HW3508'SIDE.  IT IS 54.6 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 HW3508'LOOKOUT TOWER AND 11 FEET EAST OF THE ROCK WALL.
 HW3508'
 HW3508'REFERENCE MARK NO. 3, (AZIMUTH MARK) A STANDARD DISK STAMPED
 HW3508'ELLIOTT KNOB NO 3 1878 1933, IS SET IN A DRILL HOLE IN OUTCROPPING
 HW3508'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HW3508'IS 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL UTILITY
 HW3508'SHED, 44 FEET SOUTHWEST OF A TELEPHONE POLE AND ABOUT 5 FEET
 HW3508'EAST OF A TELEPHONE LINE.
 HW3508'
 HW3508'NOTE--LINE TO STATION SOUNDING IS OBSTRUCTED BY THE NORTHWEST
 HW3508'LEG OF THE LOOKOUT TOWER SO AN ECCENTRIC SET UP IS REQUIRED.
 HW3508'
 HW3508'NOTE--R.M. NO. 2 WAS OBSERVED FROM AN ECCENTRIC POINT, IT IS
 HW3508'OBSTRUCTED FROM THE TRUE STATION BY THE STEPS OF THE LOOKOUT TOWER.
 HW3508
 HW3508                          STATION RECOVERY (1958)
 HW3508
 HW3508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 HW3508'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HW3508'FOUND IN GOOD CONDITION.  A FOREST SERVICE LOOKOUT TOWER HAS
 HW3508'BEEN BUILT OVER THE STATION MARK.  THE STATION MARK IS 9 FEET
 HW3508'SOUTHEAST OF THE NORTHWEST LEG OF LOOKOUT TOWER AND 7.5 FEET
 HW3508'SOUTHEAST OF THE APPROXIMATE CENTER OF LOOKOUT TOWER.
 HW3508'
 HW3508'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HW3508'11 AND STATE HIGHWAY 254 AT THE COURTHOUSE IN STAUNTON, GO
 HW3508'WEST NORTHWESTERLY ON STATE HIGHWAY 254 FOR 9.35 MILES TO THE
 HW3508'JUNCTION OF STATE HIGHWAY 42.  TURN LEFT ON STATE HIGHWAY 42
 HW3508'AND GO SOUTHERLY FOR 3.4 MILES TO A SIDE ROAD RIGHT AND SIGN
 HW3508'READING GEO. WASHINGTON NATIONAL FOREST AND ELLIOTT KNOB
 HW3508'TRAIL.  TURN RIGHT ON WOODS ROAD AND GO WESTERLY FOLLOWING
 HW3508'MAIN TRAVELED ROAD FOR 3.2 MILES TO TOP OF RIDGE AND STATION
 HW3508'AT LOOKOUT TOWER.
 HW3508'
 HW3508'THE DIRECTION TO THE REFERENCE MARKS WAS TAKEN FROM THE AZIMUTH
 HW3508'MARK DUE TO THE VISABILITY AT THE TIME THE STATION WAS OCCUPIED.
 HW3508
 HW3508                          STATION RECOVERY (1969)
 HW3508
 HW3508'RECOVERY NOTE BY US AIR FORCE 1969 (RWH)
 HW3508'ELLIOTT KNOB 1878 1933-STATION FOUND IN GOOD CONDITION
 HW3508'
 HW3508'ELLIOTT KNOB NO. 1 1878 1933-STATION FOUND IN GOOD CONDITION.
 HW3508'
 HW3508'ELLIOTT KNOB NO. 2 1878 1933-STATION FOUND IN GOOD CONDITION
 HW3508'
 HW3508'DESCRIPTION OF RECOVERY NOTE OF 1958 ADEQUATE AND COMPLETE.  THE
 HW3508'AZIMUTH MARK WAS NOT SEARCHED FOR.
 HW3508
 HW3508                          STATION RECOVERY (1974)
 HW3508
 HW3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 HW3508'THE STATION, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND FOUND TO
 HW3508'BE IN GOOD CONDITION.
 HW3508'
 HW3508'THE STATION IS ON PROPERTY OWNED BY THE U.S. FOREST SERVICE.
 HW3508'DEPARTMENT OF AGRICULTURE.  MR. LEONARD MCNEAL.  DISTRICT RANGER.
 HW3508'P. O. BOX 419.  STAUNTON VIRGINIA.  PHONE NO. 886-1891 GAVE
 HW3508'PERMISSION.
 HW3508'
 HW3508'TO REACH THE STATION FROM THE COURTHOUSE IN STAUNTON, GO WESTERLY
 HW3508'FOLLOWING STATE ROADS 252 AND 254 FOR 0.15 MILE TO WHERE STATE ROAD
 HW3508'252 TURNS LEFT AND STATE ROAD 254 TURNS RIGHT.  TURN RIGHT, FOLLOW
 HW3508'STATE ROAD 254 NORTHWESTERLY FOR 9.15 MILES TO THE JUNCTION OF
 HW3508'STATE ROAD 42.  CONTINUE STRAIGHT AHEAD FOLLOWING STATE ROADS 42
 HW3508'AND 254 FOR 3.35 MILES TO A SIDE ROAD RIGHT AND SIGN ELLIOTT KNOB
 HW3508'3.  TURN RIGHT AND FOLLOW TRACK ROAD UPHILL FOR 3.0 MILES TO TOP
 HW3508'OF HILL AND LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 HW3508
 HW3508                          STATION RECOVERY (1977)
 HW3508
 HW3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 HW3508'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND
 HW3508'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1, 2
 HW3508'AND 3 CHECKED WITH THE 1958 OBSERVATIONS.  THE DISTANCE TO
 HW3508'REFERENCE MARK 1 CHECKED WITH THE 1958 DISTANCE.  THE DISTANCE TO
 HW3508'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.008 METER COMPARED
 HW3508'TO THE 1958 DISTANCE.  THE DISTANCE TO REFERENCE MARK 3
 HW3508'CHECKED WITH THE 1957 DISTANCE.
 HW3508'
 HW3508'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HW3508'
 HW3508'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST OF STAUNTON, 4-1/2
 HW3508'MILES NORTH OF AUGUSTA SPRINGS, 4-1/2 MILES SOUTHWEST OF BUFFALO
 HW3508'GAP AND ON THE PROPERTY OF U.S. FOREST SERVICE.  THE KEY TO GATE
 HW3508'WAS OBTAINED FROM MR. LEONARD MCNEIL, PHONE NO. 885-1911 IN
 HW3508'STAUNTON, VIRGINIA.
 HW3508'
 HW3508'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 254 AND 42
 HW3508'IN BUFFALO GAP, GO SOUTHERLY ON HIGHWAYS 254 AND 42 FOR 3.4 MILES
 HW3508'TO A SIDE ROAD RIGHT.  TURN RIGHT AND PASS THROUGH LOCKED GATE AND
 HW3508'GO WESTERLY ON THE MAIN TRAVELED ROAD FOR 3.05 MILES TO THE TOP OF
 HW3508'ELLIOTT KNOB AND THE STATION UNDER THE LOOKOUT TOWER AS
 HW3508'DESCRIBED.
 HW3508'
 HW3508'STATION MARK, STAMPED ELLIOTT KNOB 1878 1933 IS A STANDARD DISK SET
 HW3508'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 HW3508'GROUND.  IT IS 19.5 FEET NORTHWEST OF THE SOUTHEAST LEG OF LOOKOUT
 HW3508'TOWER, 14.5 FEET NORTH OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 6.3
 HW3508'FEET WEST OF THE CENTER OF THE CONCRETE STEP LEADING TO LOOKOUT TOWER
 HW3508'AND 5.6 FEET SOUTHEAST OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 HW3508'
 HW3508'REFERENCE MARK 1, STAMPED ELLIOTT KNOB NO 1 1878 1933 IS A STANDARD
 HW3508'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 HW3508'6 INCHES.  IT IS 34.7 FEET NORTHEAST OF THE NORTHEAST LEG OF
 HW3508'LOOKOUT TOWER AND 3 FEET NORTHEAST OF A ROCK FENCE.
 HW3508'
 HW3508'REFERENCE MARK 2, STAMPED ELLIOTT KNOB NO 2 1878 1933 IS A STANDARD
 HW3508'DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 HW3508'6 INCHES.  IT IS 54.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 HW3508'LOOKOUT TOWER, 23 FEET EAST OF A SIGN ELLIOTT KNOB ELEVATION 4473
 HW3508'WELCOME TO THE HIGHEST POINT IN THE GEORGE WASHINGTON NATIONAL
 HW3508'FOREST AND 11 FEET EAST OF A ROCK WALL.
 HW3508'
 HW3508'REFERENCE MARK 3, STAMPED ELLIOTT KNOB NO 3 1878 1933 IS A STANDARD
 HW3508'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 HW3508'4 INCHES.  IT IS 154 FEET SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT
 HW3508'TOWER, 49 FEET SOUTH OF THE CENTER OF TRACK ROAD AND 44.5 FEET
 HW3508'NORTH OF A POWER POLE.
 HW3508'
 HW3508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 HW3508'SOUTHWEST OF BUFFALO GAP.
 HW3508'
 HW3508'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3509 ***********************************************************************
 HW3509  DESIGNATION -  ELLIOTTS KNOB RM 3 AZIMUTH
 HW3509  PID         -  HW3509
 HW3509  STATE/COUNTY-  VA/AUGUSTA
 HW3509  USGS QUAD   -  ELLIOTT KNOB (1978)
 HW3509
 HW3509                         *CURRENT SURVEY CONTROL
 HW3509  ___________________________________________________________________
 HW3509* NAD 83(1993)-  38 09 58.02670(N)    079 18 51.69575(W)     ADJUSTED  
 HW3509* NAVD 88     -      1360.     (meters)    4462.     (feet)  SCALED    
 HW3509  ___________________________________________________________________
 HW3509  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HW3509  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HW3509
 HW3509  HORZ ORDER  -  FIRST
 HW3509
 HW3509.The horizontal coordinates were established by classical geodetic methods
 HW3509.and adjusted by the National Geodetic Survey in November 1994..
 HW3509
 HW3509.The orthometric height was scaled from a topographic map.
 HW3509
 HW3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3509
 HW3509.The geoid height was determined by GEOID03.
 HW3509
 HW3509;                    North         East     Units Scale Factor Converg.
 HW3509;SPC VA N     - 2,055,754.564 3,428,636.831   MT  0.99997922   -0 30 29.7
 HW3509;SPC VA N     - 6,744,588.10 11,248,786.00   sFT  0.99997922   -0 30 29.7
 HW3509;SPC VA S     - 1,203,712.585 3,428,632.265   MT  1.00004249   -0 29 39.3
 HW3509;SPC VA S     - 3,949,180.37 11,248,771.02   sFT  1.00004249   -0 29 39.3
 HW3509;UTM  17      - 4,225,588.964   647,665.317   MT  0.99986855   +1 02 30.5
 HW3509
 HW3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3509!SPC VA N     -   0.99979163  x   0.99997922  =   0.99977086
 HW3509!SPC VA S     -   0.99979163  x   1.00004249  =   0.99983411
 HW3509!UTM  17      -   0.99979163  x   0.99986855  =   0.99966021
 HW3509
 HW3509|---------------------------------------------------------------------|
 HW3509| PID    Reference Object                     Distance      Geod. Az  |
 HW3509|                                                           dddmmss.s |
 HW3509| HW3508 ELLIOTTS KNOB RESET                  51.206 METERS 02854     |
 HW3509| DC3333 ELLIOTTS KNOB RM 2                   49.597 METERS 05440     |
 HW3509| HW3521 SOUNDING                            APPROX.31.4 KM 3094414.8 |
 HW3509|---------------------------------------------------------------------|
 HW3509
 HW3509                          SUPERSEDED SURVEY CONTROL
 HW3509
 HW3509  NAD 83(1986)-  38 09 58.02754(N)    079 18 51.70489(W) AD(       ) 1
 HW3509  NAD 27      -  38 09 57.56602(N)    079 18 52.57379(W) AD(       ) 1
 HW3509
 HW3509.Superseded values are not recommended for survey control.
 HW3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3509.See file dsdata.txt to determine how the superseded data were derived.
 HW3509
 HW3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC4766525589(NAD 83)
 HW3509_MARKER: DS = TRIANGULATION STATION DISK
 HW3509_SETTING: 66 = SET IN ROCK OUTCROP
 HW3509
 HW3509  HISTORY     - Date     Condition        Report By
 HW3509  HISTORY     - 1977     MONUMENTED       CGS
 HW3509
 HW3509                          STATION DESCRIPTION
 HW3509
 HW3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 (JLC)
 HW3509'THE STATION IS LOCATED ABOUT 13 1/2 MILES WEST OF STAUNTON, 4 1/2
 HW3509'MILES NORTH OF AUGUSTA SPRINGS, 4 1/2 MILES SOUTHWEST OF BUFFALO GAP
 HW3509'AND ON THE PROPERTY OF U.S. FOREST SERVICE.  THE KEY TO GATE WAS
 HW3509'OBTAINED FROM MR. LEONARD MC NEIL, PHONE NO. 885-1911 IN STAUNTON, VA.
 HW3509'
 HW3509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 254
 HW3509'AND 42 IN BUFFALO GAP, GO SOUTHERLY ON HIGHWAYS 254 AND 42
 HW3509'FOR 3.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND PASS
 HW3509'THROUGH LOCKED GATE AND GO WESTERLY ON THE MAIN TRAVELED
 HW3509'ROAD FOR 3.05 MILES TO THE TOP OF ELLIOTT KNOB AND THE STATION.
 HW3509'
 HW3509'REFERENCE MARK 3, STAMPED ELLIOTT KNOB NO 3 1878 1933 IS
 HW3509'A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HW3509'THAT PROJECTS ABOUT 4 INCHES.  IT IS 154 FEET SOUTHWEST OF THE
 HW3509'SOUTHWEST LEG OF LOOKOUT TOWER, 49 FEET SOUTH OF THE CENTER
 HW3509'OF TRACK ROAD AND 44.5 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4124 ***********************************************************************
 FX4124  DESIGNATION -  ELLIS
 FX4124  PID         -  FX4124
 FX4124  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4124  USGS QUAD   -  DREWRYVILLE (1966)
 FX4124
 FX4124                         *CURRENT SURVEY CONTROL
 FX4124  ___________________________________________________________________
 FX4124* NAD 83(1993)-  36 37 48.33076(N)    077 21 03.86216(W)     ADJUSTED  
 FX4124* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 FX4124  ___________________________________________________________________
 FX4124  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 FX4124  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 FX4124
 FX4124  HORZ ORDER  -  FIRST
 FX4124  VERT ORDER  -  THIRD ? (See Below)
 FX4124
 FX4124.The horizontal coordinates were established by classical geodetic methods
 FX4124.and adjusted by the National Geodetic Survey in September 1995..
 FX4124
 FX4124.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4124.The vertical order pertains to the NGVD 29 superseded value.
 FX4124
 FX4124.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4124
 FX4124.The geoid height was determined by GEOID03.
 FX4124
 FX4124;                    North         East     Units Scale Factor Converg.
 FX4124;SPC VA S     - 1,033,558.162 3,602,761.494   MT  1.00002760   +0 41 50.3
 FX4124;SPC VA S     - 3,390,932.07 11,820,060.00   sFT  1.00002760   +0 41 50.3
 FX4124;SPC NC       -   320,747.298   757,100.078   MT  1.00016237   +0 57 06.2
 FX4124;SPC NC       - 1,052,318.43  2,483,919.17   sFT  1.00016237   +0 57 06.2
 FX4124;UTM  18      - 4,056,412.700   289,784.665   MT  1.00014446   -1 24 11.8
 FX4124
 FX4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4124!SPC VA S     -   0.99999957  x   1.00002760  =   1.00002717
 FX4124!SPC NC       -   0.99999957  x   1.00016237  =   1.00016194
 FX4124!UTM  18      -   0.99999957  x   1.00014446  =   1.00014403
 FX4124
 FX4124:                Primary Azimuth Mark                     Grid Az
 FX4124:SPC VA S     -  ELLIS RM 1 AZIMUTH                       034 36 25.0
 FX4124:SPC NC       -  ELLIS RM 1 AZIMUTH                       034 21 09.1
 FX4124:UTM  18      -  ELLIS RM 1 AZIMUTH                       036 42 27.1
 FX4124
 FX4124|---------------------------------------------------------------------|
 FX4124| PID    Reference Object                     Distance      Geod. Az  |
 FX4124|                                                           dddmmss.s |
 FX4124| DC8816 ELLIS RM 1 AZIMUTH                                 0351815.3 |
 FX4124| FX4123 DREWRYVILLE STATE FARM TANK         APPROX.13.7 KM 0392057.8 |
 FX4124| DC8817 ELLIS RM 2                           38.156 METERS 08245     |
 FX4124| FX4106 BOYKINS BLACK WATER TANK            APPROX.14.6 KM 1095635.9 |
 FX4124| DC8818 ELLIS RM 3                           29.585 METERS 15332     |
 FX4124|---------------------------------------------------------------------|
 FX4124
 FX4124                          SUPERSEDED SURVEY CONTROL
 FX4124
 FX4124  NAD 83(1986)-  36 37 48.33500(N)    077 21 03.87906(W) AD(       ) 1
 FX4124  NAD 27      -  36 37 47.79500(N)    077 21 04.98100(W) AD(       ) 1
 FX4124  NGVD 29 (07/19/86)   37.3    (m)          122.     (f) LEVELING    3  
 FX4124
 FX4124.Superseded values are not recommended for survey control.
 FX4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4124.See file dsdata.txt to determine how the superseded data were derived.
 FX4124
 FX4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8978556413(NAD 83)
 FX4124_MARKER: DS = TRIANGULATION STATION DISK
 FX4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4124
 FX4124  HISTORY     - Date     Condition        Report By
 FX4124  HISTORY     - 1933     MONUMENTED       CGS
 FX4124  HISTORY     - 1942     GOOD             CGS
 FX4124  HISTORY     - 1962     GOOD             CGS
 FX4124
 FX4124                          STATION DESCRIPTION
 FX4124
 FX4124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4124'STATION IS ON THE PROPERTY OF MRS. B.D. ELLIS (C.P. RAWLS,
 FX4124'TENANT), 9 MILES WNW OF BOYKINS, 11 MILES NNE OF SEABOARD
 FX4124'AND 5.9 MILES N OF THE STATE LINE.
 FX4124'
 FX4124'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FX4124'BRONZE DISKS SET IN CONCRETE.
 FX4124'
 FX4124'REFERENCE MARK NO. 2 IS 38 FEET N OF THE NW CORNER OF THE
 FX4124'HOUSE ON THE N SIDE OF THE FENCE LINE, 41 FEET E OF THE
 FX4124'BARNYARD FENCE SEPARATING BARNYARD FROM THE BACK OF THE HOUSE.
 FX4124'
 FX4124'REFERENCE MARK NO. 3 IS 6 FEET W OF THE SW CORNER OF THE
 FX4124'BARN ON THE S FENCE OF BARNYARD IN THE SW CORNER.
 FX4124'
 FX4124'REFERENCE MARK NO. 1 IS ON THE N-AND-S FENCE LINE, 12 FEET
 FX4124'E OF THE CENTER LINE OF THE ROAD, 0.10 MILE N OF THE T-ROAD
 FX4124'RIGHT.  THE MARK IS VISIBLE FROM THE GROUND AT THE STATION.
 FX4124'
 FX4124'TO REACH FROM MARGARETTSVILLE, TAKE MAIN ROAD W FROM THE
 FX4124'RAILROAD CROSSING 1.6 MILES AND TURN RIGHT ON T-ROAD (COCO
 FX4124'COLA SIGN AND WHITE HOUSE IN THE NE ANGLE).  PROCEED 3.0
 FX4124'MILES AND TURN RIGHT ONTO HIGHWAY 509 AT NEHI SIGN ON TREE
 FX4124'IN SW ANGLE AND USGS PIPE IN SE ANGLE.  CONTINUE 0.8 MILE
 FX4124'AND TAKE T-ROAD LEFT, CONTINUE TO THE TOP OF THE GRADE AT
 FX4124'THE STATION.  STATION IS IN THE NW CORNER OF THE BARNYARD,
 FX4124'90 FEET W OF THE CENTER OF THE WELL IN THE BACKYARD, 45
 FX4124'FEET S OF THE N FENCE AND 50 FEET E OF THE W FENCE.
 FX4124'
 FX4124'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 FX4124
 FX4124                          STATION RECOVERY (1942)
 FX4124
 FX4124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 FX4124'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 FX4124'CONDITION.  FOLLOWING IS A NEW DESCRIPTION--
 FX4124'
 FX4124'THE STATION IS LOCATED ABOUT 9 MILES WNW OF BOYKINS, 10.5
 FX4124'MILES SW OF CAPRON AND 6.5 MILES S OF DREWRYVILLE, ON PROPERTY
 FX4124'OWNED BY MRS. B.D. ELLIS AND OCCUPIED BY C.P. RAWLS.  IT
 FX4124'IS IN THE NW CORNER OF THE BARNYARD, 100 FEET W OF THE FARMHOUSE,
 FX4124'85 FEET WNW OF THE BARN, AND 80 FEET SW OF THE GATE TO BARNYARD.
 FX4124'THE DISK IS STAMPED ELLIS 1933, AND IS FLUSH WITH THE GROUND.
 FX4124'
 FX4124'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.2 MILE NE OF THE
 FX4124'STATION, IN THE N-AND-S FENCE LINE, 12 FEET E OF THE COUNTY
 FX4124'ROAD 662.  THE DISK IS STAMPED ELLIS NO. 1, 1933 AND PROJECTS
 FX4124'4 INCHES.  REACHED FROM THE STATION BY GOING E 0.1 MILE
 FX4124'TO THE MAIN DIRT ROAD, TURN LEFT AND GO 0.15 MILE TO THE
 FX4124'MARK ON THE LEFT AS DESCRIBED.
 FX4124'
 FX4124'REFERENCE MARK NO. 2 IS 1 FOOT S OF AN E-AND-W FENCE LINE,
 FX4124'AND 40 FEET N OF THE W CORNER OF THE HOUSE.  THE DISK IS
 FX4124'STAMPED ELLIS NO. 2, 1933 AND PROJECTS 4 INCHES.
 FX4124'
 FX4124'REFERENCE MARK NO. 3 IS 1 FOOT N OF AN E-AND-W FENCE LINE,
 FX4124'AND 5 FEET W OF THE S CORNER OF A BARN.  THE DISK IS STAMPED
 FX4124'ELLIS NO. 3, 1933 AND PROJECTS 4 INCHES.
 FX4124'
 FX4124'TO REACH THE STATION FROM THE POST OFFICE IN CAPRON, GO
 FX4124'S ON THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION WITH U.S.
 FX4124'HIGHWAY 58, CONTINUE ON ACROSS U.S. HIGHWAY 58 S ON IMPROVED
 FX4124'ROAD FOR 2.2 MILES TO A T-ROAD RIGHT, CONTINUE S ON IMPROVED
 FX4124'ROAD FOR 1.05 MILES TO A FORKS, TAKE RIGHT FORK AND GO 4.1
 FX4124'MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 1.6
 FX4124'MILES TO A SIDE ROAD RIGHT, KEEP LEFT FORK AND GO 1.6 MILES
 FX4124'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.4 MILES
 FX4124'TO THE DRIVEWAY TO THE ELLIS HOUSE ON THE LEFT, TURN LEFT
 FX4124'IN THE DRIVE AND CONTINUE ON AROUND THE HOUSE TO THE STATION
 FX4124'IN BARNYARD LOT.
 FX4124'
 FX4124'NOTE--A 103-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 FX4124
 FX4124                          STATION RECOVERY (1962)
 FX4124
 FX4124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX4124'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FX4124'IN 1942 BY P.L.B. EXCEPT THE AZIMUTH MARK (REFERENCE MARK
 FX4124'NO. 1) IS 12 FEET WEST OF THE CENTER OF THE ROAD NOT EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4576 ***********************************************************************
 HV4576  DESIGNATION -  ELLSWORTH
 HV4576  PID         -  HV4576
 HV4576  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4576  USGS QUAD   -  ALEXANDRIA (1994)
 HV4576
 HV4576                         *CURRENT SURVEY CONTROL
 HV4576  ___________________________________________________________________
 HV4576* NAD 83(1993)-  38 48 30.09911(N)    077 04 09.03143(W)     ADJUSTED  
 HV4576* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV4576  ___________________________________________________________________
 HV4576  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 HV4576  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4576
 HV4576  HORZ ORDER  -  THIRD
 HV4576
 HV4576.The horizontal coordinates were established by classical geodetic methods
 HV4576.and adjusted by the National Geodetic Survey in November 1994..
 HV4576
 HV4576.The orthometric height was scaled from a topographic map.
 HV4576
 HV4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4576
 HV4576.The geoid height was determined by GEOID03.
 HV4576
 HV4576;                    North         East     Units Scale Factor Converg.
 HV4576;SPC VA N     - 2,127,695.933 3,624,270.086   MT  0.99995392   +0 53 34.8
 HV4576;SPC VA N     - 6,980,615.74 11,890,626.11   sFT  0.99995392   +0 53 34.8
 HV4576;SPC MD       -   126,734.978   393,991.751   MT  0.99995054   -0 02 36.3
 HV4576;SPC MD       -   415,796.34  1,292,621.27   sFT  0.99995054   -0 02 36.3
 HV4576;UTM  18      - 4,297,544.217   320,335.689   MT  0.99999750   -1 17 49.7
 HV4576
 HV4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4576!SPC VA N     -   1.00000508  x   0.99995392  =   0.99995900
 HV4576!SPC MD       -   1.00000508  x   0.99995054  =   0.99995562
 HV4576!UTM  18      -   1.00000508  x   0.99999750  =   1.00000258
 HV4576
 HV4576:                Primary Azimuth Mark                     Grid Az
 HV4576:SPC VA N     -  OXON HILL 1857                           099 10 40.9
 HV4576:SPC MD       -  OXON HILL 1857                           100 06 52.0
 HV4576:UTM  18      -  OXON HILL 1857                           101 22 05.4
 HV4576
 HV4576|---------------------------------------------------------------------|
 HV4576| PID    Reference Object                     Distance      Geod. Az  |
 HV4576|                                                           dddmmss.s |
 HV4576| HV4660 OXON HILL 1857                      APPROX. 5.5 KM 1000415.7 |
 HV4576| HV4608 ALEXANDRIA EPIS THEO SEM SPIRE      APPROX. 2.4 KM 3042050.2 |
 HV4576|---------------------------------------------------------------------|
 HV4576
 HV4576                          SUPERSEDED SURVEY CONTROL
 HV4576
 HV4576  NAD 83(1993)-  38 48 30.09777(N)    077 04 09.03362(W) AD(       ) 3
 HV4576  NAD 83(1986)-  38 48 30.09787(N)    077 04 09.04424(W) AD(       ) 3
 HV4576  NAD 27      -  38 48 29.68900(N)    077 04 10.11800(W) AD(       ) 3
 HV4576
 HV4576.Superseded values are not recommended for survey control.
 HV4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4576.See file dsdata.txt to determine how the superseded data were derived.
 HV4576
 HV4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2033697544(NAD 83)
 HV4576
 HV4576  HISTORY     - Date     Condition        Report By
 HV4576  HISTORY     - 1863     MONUMENTED       CGS
 HV4576  HISTORY     - 19960913 GOOD             USPSQD
 HV4576
 HV4576                          STATION DESCRIPTION
 HV4576
 HV4576'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (CHB)
 HV4576'STATION IS IN THE SE ANGLE OF FORT ELLSWORTH ABOUT 1 MILE W
 HV4576'OF ALEXANDRIA.
 HV4576
 HV4576                          STATION RECOVERY (1996)
 HV4576
 HV4576'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8401 ***********************************************************************
 HV8401  DESIGNATION -  ELMER
 HV8401  PID         -  HV8401
 HV8401  STATE/COUNTY-  VA/FAIRFAX
 HV8401  USGS QUAD   -  VIENNA (1994)
 HV8401
 HV8401                         *CURRENT SURVEY CONTROL
 HV8401  ___________________________________________________________________
 HV8401* NAD 83(1993)-  38 52 56.89621(N)    077 17 51.01793(W)     ADJUSTED  
 HV8401* NAVD 88     -       128.4    (meters)     421.     (feet)  VERTCON   
 HV8401  ___________________________________________________________________
 HV8401  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HV8401  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8401
 HV8401  HORZ ORDER  -  SECOND
 HV8401
 HV8401.The horizontal coordinates were established by classical geodetic methods
 HV8401.and adjusted by the National Geodetic Survey in November 1994..
 HV8401
 HV8401.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8401
 HV8401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8401
 HV8401.The geoid height was determined by GEOID03.
 HV8401
 HV8401;                    North         East     Units Scale Factor Converg.
 HV8401;SPC VA N     - 2,135,637.619 3,604,332.673   MT  0.99995905   +0 45 01.8
 HV8401;SPC VA N     - 7,006,671.09 11,825,214.78   sFT  0.99995905   +0 45 01.8
 HV8401;UTM  18      - 4,306,243.282   300,714.872   MT  1.00008906   -1 26 33.6
 HV8401
 HV8401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8401!SPC VA N     -   0.99998484  x   0.99995905  =   0.99994389
 HV8401!UTM  18      -   0.99998484  x   1.00008906  =   1.00007390
 HV8401
 HV8401                          SUPERSEDED SURVEY CONTROL
 HV8401
 HV8401  NAD 83(1993)-  38 52 56.89535(N)    077 17 51.02176(W) AD(       ) 2
 HV8401  NAD 83(1986)-  38 52 56.89510(N)    077 17 51.03026(W) AD(       ) 2
 HV8401  NGVD 29 (01/12/90)  128.6    (m)          422.     (f) VERT ANG       
 HV8401
 HV8401.Superseded values are not recommended for survey control.
 HV8401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8401.See file dsdata.txt to determine how the superseded data were derived.
 HV8401
 HV8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0071506243(NAD 83)
 HV8401_MARKER: DE = TRAVERSE STATION DISK
 HV8401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8401+STABILITY: SURFACE MOTION
 HV8401
 HV8401  HISTORY     - Date     Condition        Report By
 HV8401  HISTORY     - 1975     MONUMENTED       VA-059
 HV8401
 HV8401                          STATION DESCRIPTION
 HV8401
 HV8401'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8401'THE STATION IS LOCATED ABOUT 7.8 MILES SOUTHWEST OF HERNDON, 6.6
 HV8401'MILES WEST OF FALLS CHURCH, 2.6 MILES NORTH OF FAIRFAX CITY, ALONG
 HV8401'THE SIDE OF SOUTH BOUND LANE OF CHAINBRIDGE ROAD NEAR THE OAKTON
 HV8401'CENTER SHOPPING AREA. SEE FAIRFAX COUNTY TAX MAP 47-2, 2800 BLOCK OF
 HV8401'CHAIN BRIDGE ROAD, REVISED TO 1-1-76.
 HV8401'
 HV8401'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, ROUTE 236, AND
 HV8401'CHAIN BRIDGE ROAD, ROUTE 123, IN FAIRFAX CITY, GO NORTH ON CHAIN
 HV8401'BRIDGE ROAD FOR 2.9 MILES TO THE OAKTON CENTER SHOPPING AREA. TURN
 HV8401'LEFT INTO THE PARKING AREA AND IMMEDIATELY TURN RIGHT. GO FOR 0.1
 HV8401'MILES VIA AN ACCESS ROAD TO OAKTON MANOR COURT AND STATION ON THE
 HV8401'RIGHT ON MEDIAN STRIP BETWEEN THE ACCESS ROAD AND THE SOUTH BOUND
 HV8401'LANE OF CHAIN BRIDGE ROAD.
 HV8401'
 HV8401'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8401'ELMER 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8401'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 20
 HV8401'FEET N FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF ROUTE 123.
 HV8401'
 HV8401'REFERENCE MARK NO. 01 IS A PK NAIL IN THE SIDE OF UTILITY POLE 11
 HV8401'LOCATED 20 FEET N FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF ROUTE
 HV8401'123.
 HV8401'
 HV8401'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF UTILITY POLE QC-16
 HV8401'LOCATED 20 FEET N FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF ROUTE
 HV8401'123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0508 ***********************************************************************
 FX0508  DESIGNATION -  ELVIS
 FX0508  PID         -  FX0508
 FX0508  STATE/COUNTY-  VA/C OF NORFOLK
 FX0508  USGS QUAD   -  KEMPSVILLE (1986)
 FX0508
 FX0508                         *CURRENT SURVEY CONTROL
 FX0508  ___________________________________________________________________
 FX0508* NAD 83(1993)-  36 51 23.72006(N)    076 13 42.60086(W)     ADJUSTED  
 FX0508* NAVD 88     -         2.512  (meters)       8.24   (feet)  ADJUSTED  
 FX0508  ___________________________________________________________________
 FX0508  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX0508  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX0508  DYNAMIC HT  -           2.510 (meters)       8.23  (feet)  COMP
 FX0508  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 FX0508
 FX0508  HORZ ORDER  -  SECOND
 FX0508  VERT ORDER  -  FIRST     CLASS I
 FX0508
 FX0508.The horizontal coordinates were established by classical geodetic methods
 FX0508.and adjusted by the National Geodetic Survey in September 1995..
 FX0508
 FX0508.The orthometric height was determined by differential leveling
 FX0508.and adjusted by the National Geodetic Survey in June 1991..
 FX0508
 FX0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0508
 FX0508.The geoid height was determined by GEOID03.
 FX0508
 FX0508.The dynamic height is computed by dividing the NAVD 88
 FX0508.geopotential number by the normal gravity value computed on the
 FX0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0508.degrees latitude (g = 980.6199 gals.).
 FX0508
 FX0508.The modeled gravity was interpolated from observed gravity values.
 FX0508
 FX0508;                    North         East     Units Scale Factor Converg.
 FX0508;SPC VA S     - 1,060,504.890 3,702,546.477   MT  0.99998490   +1 22 43.1
 FX0508;SPC VA S     - 3,479,339.79 12,147,437.90   sFT  0.99998490   +1 22 43.1
 FX0508;UTM  18      - 4,079,667.790   390,485.562   MT  0.99974775   -0 44 13.0
 FX0508
 FX0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0508!SPC VA S     -   1.00000544  x   0.99998490  =   0.99999034
 FX0508!UTM  18      -   1.00000544  x   0.99974775  =   0.99975319
 FX0508
 FX0508:                Primary Azimuth Mark                     Grid Az
 FX0508:SPC VA S     -  ELVIS AZ MK                              091 43 06.0
 FX0508:UTM  18      -  ELVIS AZ MK                              093 50 02.1
 FX0508
 FX0508|---------------------------------------------------------------------|
 FX0508| PID    Reference Object                     Distance      Geod. Az  |
 FX0508|                                                           dddmmss.s |
 FX0508| FX0499 ELVIS AZ MK                                        0930549.1 |
 FX0508| FX0507 Y 306                                21.184 METERS 10007     |
 FX0508| FX2998 NORFOLK RAD STA WTAR MAST           APPROX. 2.3 KM 1404829.1 |
 FX0508| FX0509 ELVIS RM 1                           10.656 METERS 35858     |
 FX0508|---------------------------------------------------------------------|
 FX0508
 FX0508                          SUPERSEDED SURVEY CONTROL
 FX0508
 FX0508  NAD 83(1986)-  36 51 23.72600(N)    076 13 42.63629(W) AD(       ) 2
 FX0508  NAD 27      -  36 51 23.19100(N)    076 13 43.85280(W) AD(       ) 2
 FX0508  NGVD 29 (??/??/92)    2.765  (m)            9.07   (f) ADJ UNCH    1 1
 FX0508
 FX0508.Superseded values are not recommended for survey control.
 FX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0508.See file dsdata.txt to determine how the superseded data were derived.
 FX0508
 FX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9048679668(NAD 83)
 FX0508_MARKER: DS = TRIANGULATION STATION DISK
 FX0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0508_STAMPING: ELVIS 1958
 FX0508_MARK LOGO: CGS   
 FX0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0508+STABILITY: SURFACE MOTION
 FX0508
 FX0508  HISTORY     - Date     Condition        Report By
 FX0508  HISTORY     - 1958     MONUMENTED       CGS
 FX0508  HISTORY     - 1959     GOOD             CGS
 FX0508  HISTORY     - 1959     GOOD             NGS
 FX0508  HISTORY     - 1963     GOOD             NGS
 FX0508  HISTORY     - 1978     GOOD             NGS
 FX0508  HISTORY     - 19800120 GOOD             USPSQD
 FX0508  HISTORY     - 19910120 GOOD             USPSQD
 FX0508
 FX0508                          STATION DESCRIPTION
 FX0508
 FX0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FX0508'STATION IS LOCATED ABOUT 3 MILES EAST OF DOWNTOWN NORFOLK, ON
 FX0508'THE WEST BANK OF BROAD CREEK AND ON THE RIGHT-OF-WAY OF U.S.
 FX0508'HIGHWAY 58.
 FX0508'
 FX0508'STATION, STAMPED ELVIS 1958, PROJECTS ABOUT 8 INCHES.  IT IS
 FX0508'70 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 39
 FX0508'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S.
 FX0508'HIGHWAY 58 AND 8 FEET NORTH OF THE CENTERLINE OF TRACK ROAD.
 FX0508'
 FX0508'R.M. 1, STAMPED ELVIS NO 1 1958, SET FLUSH WITH THE SURFACE
 FX0508'OF THE GROUND.  IT IS 8 FEET WEST OF THE CENTERLINE OF THE
 FX0508'TRACK ROAD, 3 FEET SOUTH OF A HEDGE ROW AND ABOUT THE SAME
 FX0508'ELEVATION AS THE STATION.
 FX0508'
 FX0508'BM Y 306, STAMPED Y 306 1952, CEMENTED IN A DRILL IN THE WINGWALL
 FX0508'AT THE NORTHEAST CORNER OF THE BRIDGE.  IT IS A STANDARD BENCH
 FX0508'MARK DISK AND IS ABOUT 2 FEET ABOVE THE ELEVATION OF THE
 FX0508'STATION.
 FX0508'
 FX0508'AZIMUTH MARK, STAMPED ELVIS 1958, CEMENTED IN A DRILL IN THE CENTER
 FX0508'AND TOP OF THE BRIDGE OVER U.S. HIGHWAY 58.
 FX0508'
 FX0508'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF
 FX0508'U.S. HIGHWAYS 58 AND 13, (VIRGINIA BEACH BLVD. AND MILITARY
 FX0508'HIGHWAY.) GO WEST ON U.S. HIGHWAY 58 (VIRGINIA BEACH BLVD.)
 FX0508'FOR 1.05 MILES TO THE WEST END OF THE BRIDGE OVER BROAD CREEK
 FX0508'AND THE STATION ON THE RIGHT.
 FX0508'
 FX0508'THE AZIMUTH MARK IS SET IN THE TOP RAIL OF THE OVERPASS
 FX0508'MENTIONED ABOVE.
 FX0508'
 FX0508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FX0508
 FX0508                          STATION RECOVERY (1959)
 FX0508
 FX0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX0508'STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION IS
 FX0508'ADEQUATE AND COMPLETE FOR RECOVERY.
 FX0508
 FX0508                          STATION RECOVERY (1959)
 FX0508
 FX0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FX0508'AT NORFOLK.
 FX0508'AT NORFOLK, ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 58 FROM
 FX0508'THE OVERPASS OF U.S. HIGHWAY 13 OVER HIGHWAY 58, 40 FEET NORTH
 FX0508'OF THE CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY, 69 1/2
 FX0508'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE HIGHWAY
 FX0508'BRIDGE OVER BROAD CREEK, 69.5 FEET WEST-NORTHWEST OF B.M. Y 306
 FX0508'DESCRIBED, 34.9 FEET SOUTH OF R M 1, 3 FEET WEST OF A STEEL
 FX0508'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 FX0508'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FX0508
 FX0508                          STATION RECOVERY (1963)
 FX0508
 FX0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0508'RECOVERED IN GOOD CONDITION.
 FX0508
 FX0508                          STATION RECOVERY (1978)
 FX0508
 FX0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0508'RECOVERED IN GOOD CONDITION.
 FX0508
 FX0508                          STATION RECOVERY (1980)
 FX0508
 FX0508'RECOVERY NOTE BY US POWER SQUADRON 1980 (CLN)
 FX0508'STATION MARK, REFERENCE MARK 1 AND BENCH MARK Y 306 1952, WERE
 FX0508'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE AND BM Y 306
 FX0508'CHECKED AND THE ANGLE BETWEEN THE MARKS ALSO CHECKED WITH THE 1959
 FX0508'DESCRIPTION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THE BRIDGE HAS
 FX0508'BEEN REPAIRED AND THE MARK DESTROYED.  STATION IS LOCATED ABOUT 3 MI
 FX0508'(4.8 KM) WEST OF DOWNTOWN NORFOLK ON THE WEST BANK OF BROAD CREEK AND
 FX0508'ON THE RIGHT-OF-WAY OF US HIGHWAY 58 -VIRGINIA BEACH BLVD-.  TO REACH
 FX0508'THE STATION FROM THE OVERPASS AT THE INTERSECTION OF US HIGHWAYS 13
 FX0508'-MILITARY HIGHWAY- AND 58 -VIRGINIA BEACH BLVD- IN NORFOLK, GO WEST ON
 FX0508'US HIGHWAY 58 FOR 1.05 MI (1.69 KM) TO THE WEST END OF THE BROAD CREEK
 FX0508'AND THE MARK ON THE RIGHT.
 FX0508' 
 FX0508'STATION MARKS ARE STANDARD DISKS STAMPED--ELVIS 1959--. SET IN THE TOP
 FX0508'OF A SQUARE CONCRETE POST THAT IS 30 CM IN DIAMETER AND RECESSED 9 CM
 FX0508'BELOW GROUND SURFACE.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THEY
 FX0508'ARE 30 CM SOUTH OF A WOODEN POST WITH A WITNESS SIGN, 7.56 M (24.80
 FX0508'FT) NORTHWEST OF POWERLINE BRACE-POLE NUMBER MB36, 9.24 M (30.31 FT)
 FX0508'SOUTH OF THE SOUTHEAST CORNER OF A 4 FT (1.2 M) X 18 FT (5.5 M) METAL
 FX0508'COVER OVER WATER METER, 12.04 M (39.50 FT) NORTH OF THE CENTERLINE OF
 FX0508'US 58 WESTBOUND LANE, 17.53 M (57.51 FT) EAST NORTHEAST OF A BELL
 FX0508'TELEPHONE MANHOLE COVER, 21.18 M (69.49 FT) WEST NORTHWEST OF THE
 FX0508'NORTHWEST CORNER OF THE BRIDGE AND 51.76 M (169.82 FT) SOUTH OF THE
 FX0508'SOUTHEAST CORNER OF THE ECOLD CHEMISTRY BUILDING.
 FX0508' 
 FX0508'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ELVIS NO 1 1959--, SET IN
 FX0508'THE TOP OF A SQUARE CONCRETE POST THAT IS 30 CM IN DIAMETER AND
 FX0508'RECESSED 20 CM BELOW THE GROUND SURFACE.  IT IS 1.68 M (5.51 FT)
 FX0508'NORTHEAST OF THE SOUTHEAST CORNER OF THE METAL WATER METER COVER,
 FX0508'15.39 M (50.49 FT) NORTHWEST OF THE BRACE-POLE AND 22.71 M (74.51 FT)
 FX0508'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF US 58.
 FX0508' 
 FX0508'THE BENCH MARK IS A STANDARD DISK STAMPED--Y 306 1952--, CEMENTED IN A
 FX0508'DRILLHOLE IN THE WING-WALL OF THE NORTHWEST CORNER OF THE BRIDGE OVER
 FX0508'BROAD CREEK.  IT IS 7.32 M (24.02 FT) NORTH OF THE CENTERLINE OF THE
 FX0508'WESTBOUND LANE OF US 58.  DESCRIBED BY H D MCKINNEY.
 FX0508
 FX0508                          STATION RECOVERY (1991)
 FX0508
 FX0508'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0499 ***********************************************************************
 FX0499  DESIGNATION -  ELVIS AZ MK
 FX0499  PID         -  FX0499
 FX0499  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0499  USGS QUAD   -  KEMPSVILLE (1986)
 FX0499
 FX0499                         *CURRENT SURVEY CONTROL
 FX0499  ___________________________________________________________________
 FX0499* NAD 83(1986)-  36 51 21.     (N)    076 12 38.     (W)     SCALED    
 FX0499* NAVD 88     -        10.990  (meters)      36.06   (feet)  ADJUSTED  
 FX0499  ___________________________________________________________________
 FX0499  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 FX0499  DYNAMIC HT  -          10.981 (meters)      36.03  (feet)  COMP
 FX0499  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 FX0499
 FX0499  VERT ORDER  -  FIRST     CLASS I
 FX0499
 FX0499.The horizontal coordinates were scaled from a topographic map and have
 FX0499.an estimated accuracy of +/- 6 seconds.
 FX0499
 FX0499.The orthometric height was determined by differential leveling
 FX0499.and adjusted by the National Geodetic Survey in June 1991..
 FX0499
 FX0499.The geoid height was determined by GEOID03.
 FX0499
 FX0499.The dynamic height is computed by dividing the NAVD 88
 FX0499.geopotential number by the normal gravity value computed on the
 FX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0499.degrees latitude (g = 980.6199 gals.).
 FX0499
 FX0499.The modeled gravity was interpolated from observed gravity values.
 FX0499
 FX0499;                    North         East    Units  Estimated Accuracy
 FX0499;SPC VA S     - 1,060,460.    3,704,150.      MT  (+/- 180 meters Scaled)
 FX0499
 FX0499                          SUPERSEDED SURVEY CONTROL
 FX0499
 FX0499  NGVD 29 (??/??/92)   11.236  (m)           36.86   (f) ADJ UNCH    1 1
 FX0499
 FX0499.Superseded values are not recommended for survey control.
 FX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0499.See file dsdata.txt to determine how the superseded data were derived.
 FX0499
 FX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF920795(NAD 83)
 FX0499_MARKER: DZ = AZIMUTH MARK DISK
 FX0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0499_SP_SET: BANISTER
 FX0499_STAMPING: ELVIS 1958
 FX0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0499
 FX0499  HISTORY     - Date     Condition        Report By
 FX0499  HISTORY     - 1958     MONUMENTED       CGS
 FX0499  HISTORY     - 1959     GOOD             NGS
 FX0499  HISTORY     - 1963     GOOD             NGS
 FX0499  HISTORY     - 1978     GOOD             NGS
 FX0499  HISTORY     - 19901230 MARK NOT FOUND   USPSQD
 FX0499
 FX0499                          STATION DESCRIPTION
 FX0499
 FX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0499'AT THOMAS CORNER.
 FX0499'AT THOMAS CORNER, AT THE CLOVER-LEAF INTERSECTION OF U.S. HIGHWAY
 FX0499'13 AND 58, IN TOP OF THE CENTER OF THE WEST CONCRETE BANISTER
 FX0499'OF HIGHWAY 13 OVERPASS OVER HIGHWAY 58, AND ABOUT 4 1/2 FEET
 FX0499'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 FX0499
 FX0499                          STATION RECOVERY (1963)
 FX0499
 FX0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0499'RECOVERED IN GOOD CONDITION.
 FX0499
 FX0499                          STATION RECOVERY (1978)
 FX0499
 FX0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0499'RECOVERED IN GOOD CONDITION.
 FX0499
 FX0499                          STATION RECOVERY (1990)
 FX0499
 FX0499'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FX0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0509 ***********************************************************************
 FX0509  DESIGNATION -  ELVIS RM 1
 FX0509  PID         -  FX0509
 FX0509  STATE/COUNTY-  VA/C OF NORFOLK
 FX0509  USGS QUAD   -  KEMPSVILLE (1986)
 FX0509
 FX0509                         *CURRENT SURVEY CONTROL
 FX0509  ___________________________________________________________________
 FX0509* NAD 83(1986)-  36 51 24.     (N)    076 13 43.     (W)     SCALED    
 FX0509* NAVD 88     -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 FX0509  ___________________________________________________________________
 FX0509  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX0509  DYNAMIC HT  -           2.629 (meters)       8.63  (feet)  COMP
 FX0509  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 FX0509
 FX0509  VERT ORDER  -  FIRST     CLASS I
 FX0509
 FX0509.The horizontal coordinates were scaled from a topographic map and have
 FX0509.an estimated accuracy of +/- 6 seconds.
 FX0509
 FX0509.The orthometric height was determined by differential leveling
 FX0509.and adjusted by the National Geodetic Survey in June 1991..
 FX0509
 FX0509.The geoid height was determined by GEOID03.
 FX0509
 FX0509.The dynamic height is computed by dividing the NAVD 88
 FX0509.geopotential number by the normal gravity value computed on the
 FX0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0509.degrees latitude (g = 980.6199 gals.).
 FX0509
 FX0509.The modeled gravity was interpolated from observed gravity values.
 FX0509
 FX0509;                    North         East    Units  Estimated Accuracy
 FX0509;SPC VA S     - 1,060,510.    3,702,540.      MT  (+/- 180 meters Scaled)
 FX0509
 FX0509                          SUPERSEDED SURVEY CONTROL
 FX0509
 FX0509  NGVD 29 (??/??/92)    2.884  (m)            9.46   (f) ADJ UNCH    1 1
 FX0509
 FX0509.Superseded values are not recommended for survey control.
 FX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0509.See file dsdata.txt to determine how the superseded data were derived.
 FX0509
 FX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF904796(NAD 83)
 FX0509_MARKER: DR = REFERENCE MARK DISK
 FX0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0509_STAMPING: ELVIS NO 1 1958
 FX0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0509+STABILITY: SURFACE MOTION
 FX0509
 FX0509  HISTORY     - Date     Condition        Report By
 FX0509  HISTORY     - 1958     MONUMENTED       CGS
 FX0509  HISTORY     - 1959     GOOD             NGS
 FX0509  HISTORY     - 1963     GOOD             NGS
 FX0509  HISTORY     - 1978     GOOD             NGS
 FX0509  HISTORY     - 19910120 GOOD             USPSQD
 FX0509
 FX0509                          STATION DESCRIPTION
 FX0509
 FX0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FX0509'AT NORFOLK.
 FX0509'34.9 FEET NORTH OF ELVIS DESCRIBED, 83.5 FEET NORTHWEST OF BENCH
 FX0509'MARK Y 306 DESCRIBED, 75 FEET NORTH OF THE CENTER LINE OF THE
 FX0509'WEST BOUND LANE OF U.S. HIGHWAY 58, 84 FEET NORTHWEST OF THE
 FX0509'NORTHWEST CORNER OF CONCRETE HIGHWAY BRIDGE OVER BROAD CREEK,
 FX0509'9 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 5
 FX0509'FEET SOUTH OF A HEDGE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 FX0509'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FX0509
 FX0509                          STATION RECOVERY (1963)
 FX0509
 FX0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0509'RECOVERED IN GOOD CONDITION.
 FX0509
 FX0509                          STATION RECOVERY (1978)
 FX0509
 FX0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0509'RECOVERED IN GOOD CONDITION.
 FX0509
 FX0509                          STATION RECOVERY (1991)
 FX0509
 FX0509'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FX0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4488 ***********************************************************************
 JV4488  DESIGNATION -  ELZEY
 JV4488  PID         -  JV4488
 JV4488  STATE/COUNTY-  VA/FAIRFAX
 JV4488  USGS QUAD   -  SENECA (1994)
 JV4488
 JV4488                         *CURRENT SURVEY CONTROL
 JV4488  ___________________________________________________________________
 JV4488* NAD 83(1993)-  39 00 41.94811(N)    077 15 53.71667(W)     ADJUSTED  
 JV4488* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 JV4488  ___________________________________________________________________
 JV4488  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JV4488  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JV4488
 JV4488  HORZ ORDER  -  SECOND
 JV4488
 JV4488.The horizontal coordinates were established by classical geodetic methods
 JV4488.and adjusted by the National Geodetic Survey in November 1994..
 JV4488
 JV4488.The orthometric height was scaled from a topographic map.
 JV4488
 JV4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4488
 JV4488.The geoid height was determined by GEOID03.
 JV4488
 JV4488;                    North         East     Units Scale Factor Converg.
 JV4488;SPC VA N     - 2,150,014.323 3,606,966.654   MT  0.99997200   +0 46 15.0
 JV4488;SPC VA N     - 7,053,838.66 11,833,856.43   sFT  0.99997200   +0 46 15.0
 JV4488;SPC MD       -   149,333.021   377,055.704   MT  0.99995265   -0 09 58.6
 JV4488;SPC MD       -   489,936.75  1,237,056.92   sFT  0.99995265   -0 09 58.6
 JV4488;UTM  18      - 4,320,510.206   303,897.952   MT  1.00007355   -1 25 34.2
 JV4488
 JV4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4488!SPC VA N     -   0.99998759  x   0.99997200  =   0.99995959
 JV4488!SPC MD       -   0.99998759  x   0.99995265  =   0.99994024
 JV4488!UTM  18      -   0.99998759  x   1.00007355  =   1.00006114
 JV4488
 JV4488:                Primary Azimuth Mark                     Grid Az
 JV4488:SPC VA N     -  AIRWAY BCN 1 NE OF DRANESVILLE           273 23 42.7
 JV4488:SPC MD       -  AIRWAY BCN 1 NE OF DRANESVILLE           274 19 56.3
 JV4488:UTM  18      -  AIRWAY BCN 1 NE OF DRANESVILLE           275 35 31.9
 JV4488
 JV4488|---------------------------------------------------------------------|
 JV4488| PID    Reference Object                     Distance      Geod. Az  |
 JV4488|                                                           dddmmss.s |
 JV4488| JV4486 AIRWAY BCN 1 NE OF DRANESVILLE      APPROX. 6.8 KM 2740957.7 |
 JV4488| CJ9745 ELZEY AZ MK                                        2750234.2 |
 JV4488|---------------------------------------------------------------------|
 JV4488
 JV4488                          SUPERSEDED SURVEY CONTROL
 JV4488
 JV4488  NAD 83(1993)-  39 00 41.94770(N)    077 15 53.71811(W) AD(       ) 2
 JV4488  NAD 83(1986)-  39 00 41.94777(N)    077 15 53.72762(W) AD(       ) 2
 JV4488  NAD 27      -  39 00 41.55420(N)    077 15 54.78249(W) AD(       ) 2
 JV4488
 JV4488.Superseded values are not recommended for survey control.
 JV4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4488.See file dsdata.txt to determine how the superseded data were derived.
 JV4488
 JV4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0389820510(NAD 83)
 JV4488_MARKER: DD = SURVEY DISK
 JV4488_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JV4488_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JV4488
 JV4488  HISTORY     - Date     Condition        Report By
 JV4488  HISTORY     - 1931     MONUMENTED       PBPP
 JV4488  HISTORY     - 1961     GOOD             ALSTER
 JV4488
 JV4488                          STATION DESCRIPTION
 JV4488
 JV4488'DESCRIBED BY PUB BLDGS AND PARKS 1931
 JV4488'STATION IS LOCATED ON THE VIRGINIA SHORE OF THE POTOMAC RIVER,
 JV4488'JUST S OF 30 OR 40 PINE TREES ABOUT 50 FEET HIGH.
 JV4488'
 JV4488'SURFACE AND AZIMUTH MARKS ARE STANDARD U.S.P.B. AND P.P. BRASS
 JV4488'DISKS SET IN 24-INCH TERRA COTTA PIPES FILLED WITH CONCRETE.
 JV4488'UNDERGROUND MARK IS A COPPER PLUG SET IN CONCRETE.
 JV4488'
 JV4488'ENTRANCE TO STATION ALONG WASHINGTON-LEESBURG PIKE TO FIRST
 JV4488'DIRT ROAD PAST ELKINS STATION OF WASHINGTON AND OLD DOMINION
 JV4488'ELECTRIC LINE (0.4 MILE).  THENCE NORTHWARD ALONG THIS ROAD
 JV4488'FORDING SMALL CREEK (1.6 MILES FROM ELKINS STATION), PASSING
 JV4488'LARGE FRAME HOUSE ON LEFT (2.5 MILES) AND TURN RIGHT (2.6 MILES)
 JV4488'INTO WOODS 100 FEET BEFORE COMING TO A MAIN COUNTY ROAD (DIRT).
 JV4488'CONTINUE THROUGH WOODS TO STATION (2.9 MILES FROM ELKINS
 JV4488'STATION.)
 JV4488'
 JV4488'INSTRUMENT TOWER WAS 60 FEET ABOVE GROUND.
 JV4488
 JV4488                          STATION RECOVERY (1961)
 JV4488
 JV4488'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1961
 JV4488'STATION AND R.M. 1 AND 2 WERE FOUND IN GOOD CONDTION.  AZIMUTH
 JV4488'MARK NOT RECOVERED AND DEFINITELY NOT VISIBLE FROM STATION AT
 JV4488'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1685 ***********************************************************************
 FW1685  DESIGNATION -  EMERSON B USE 1939
 FW1685  PID         -  FW1685
 FW1685  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1685  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1685
 FW1685                         *CURRENT SURVEY CONTROL
 FW1685  ___________________________________________________________________
 FW1685* NAD 83(1993)-  36 53 47.69523(N)    075 59 35.91179(W)     ADJUSTED  
 FW1685* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FW1685  ___________________________________________________________________
 FW1685  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 FW1685  GEOID HEIGHT-         -37.60  (meters)                     GEOID03
 FW1685
 FW1685  HORZ ORDER  -  SECOND
 FW1685
 FW1685.The horizontal coordinates were established by classical geodetic methods
 FW1685.and adjusted by the National Geodetic Survey in September 1995..
 FW1685
 FW1685.The orthometric height was scaled from a topographic map.
 FW1685
 FW1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1685
 FW1685.The geoid height was determined by GEOID03.
 FW1685
 FW1685;                    North         East     Units Scale Factor Converg.
 FW1685;SPC VA S     - 1,065,472.224 3,723,395.637   MT  0.99997896   +1 31 16.9
 FW1685;SPC VA S     - 3,495,636.79 12,215,840.52   sFT  0.99997896   +1 31 16.9
 FW1685;UTM  18      - 4,083,860.581   411,498.485   MT  0.99969649   -0 35 47.0
 FW1685
 FW1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1685!SPC VA S     -   1.00000500  x   0.99997896  =   0.99998396
 FW1685!UTM  18      -   1.00000500  x   0.99969649  =   0.99970149
 FW1685
 FW1685:                Primary Azimuth Mark                     Grid Az
 FW1685:SPC VA S     -  PARCEL C TOWER A USE 1939                125 07 04.1
 FW1685:UTM  18      -  PARCEL C TOWER A USE 1939                127 14 08.0
 FW1685
 FW1685|---------------------------------------------------------------------|
 FW1685| PID    Reference Object                     Distance      Geod. Az  |
 FW1685|                                                           dddmmss.s |
 FW1685| FW1687 PARCEL C TOWER A USE 1939           APPROX. 0.6 KM 1263821.0 |
 FW1685| FW1684 EMERSON A USE 1925                   71.274 METERS 33455     |
 FW1685|---------------------------------------------------------------------|
 FW1685
 FW1685                          SUPERSEDED SURVEY CONTROL
 FW1685
 FW1685  NAD 83(1986)-  36 53 47.70133(N)    075 59 35.95058(W) AD(       ) 2
 FW1685  NAD 27      -  36 53 47.16500(N)    075 59 37.20200(W) AD(       ) 2
 FW1685
 FW1685.Superseded values are not recommended for survey control.
 FW1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1685.See file dsdata.txt to determine how the superseded data were derived.
 FW1685
 FW1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1149883861(NAD 83)
 FW1685_MARKER: DD = SURVEY DISK
 FW1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1685+STABILITY: SURFACE MOTION
 FW1685
 FW1685  HISTORY     - Date     Condition        Report By
 FW1685  HISTORY     - 1939     MONUMENTED       USE
 FW1685  HISTORY     - 1944     GOOD             CGS
 FW1685  HISTORY     - 1959     MARK NOT FOUND   CGS
 FW1685
 FW1685                          STATION DESCRIPTION
 FW1685
 FW1685'DESCRIBED BY US ENGINEERS 1939 (KBJ)
 FW1685'STATION IS 1.9 MI. S OF CAPE HENRY LIGHTHOUSE, ABOUT 4 MI.
 FW1685'N OF VIRGINIA BEACH, AND 0.1 MI. W OF THE CAPE HENRY-VIRGINIA
 FW1685'BEACH HIGHWAY.  IT IS JUST S OF THE EMERSON FIRE-CONTROL
 FW1685'TOWER, ABOUT 6 FT. N OF A BRUSH WING BREAK, AND ABOUT 20 FT.
 FW1685'SW OF A BOARD WALK LEADING TO THE FIRE-CONTROL TOWER.
 FW1685'
 FW1685'ALL MARKS ARE BRASS DISKS OF THE CORPS OF ENGINEERS, U.S.
 FW1685'ARMY, SET IN ABOUT 10-IN. CONCRETE POSTS.
 FW1685'
 FW1685'HEIGHT OF LIGHT ABOVE STATION MARK - 23 M.
 FW1685
 FW1685                          STATION RECOVERY (1944)
 FW1685
 FW1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FW1685'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 FW1685'ADDITIONS AND DELETIONS--
 FW1685'
 FW1685'EMERSON B TOWER AS BEEN ERECTED OVER THE STATION.  THIS
 FW1685'STATION IS OF STEEL CONSTRUCTION.  AT THE TIME THE STATION
 FW1685'WAS VISITED, IT WAS COVERED OVER BY ABOUT 3 FT. OF SAND.
 FW1685'
 FW1685'THE BRUSH WING BREAK AND THE BOARDWALK LEADING TO EMERSON
 FW1685'A TOWER HAVE BEEN REMOVED.
 FW1685
 FW1685                          STATION RECOVERY (1959)
 FW1685
 FW1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1685'DESCRIPTION INADEQUATE FOR RECOVERY.  STATION SEARCH FOR
 FW1685'BUT THE GENERAL AREA IN NOW RESIDENTIAL PROPERTY AND THE
 FW1685'STATION SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4749 ***********************************************************************
 GV4749  DESIGNATION -  EMMERTON
 GV4749  PID         -  GV4749
 GV4749  STATE/COUNTY-  VA/RICHMOND
 GV4749  USGS QUAD   -  HAYNESVILLE (1981)
 GV4749
 GV4749                         *CURRENT SURVEY CONTROL
 GV4749  ___________________________________________________________________
 GV4749* NAD 83(1993)-  37 53 48.73908(N)    076 41 35.03739(W)     ADJUSTED  
 GV4749* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 GV4749  ___________________________________________________________________
 GV4749  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 GV4749  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 GV4749
 GV4749  HORZ ORDER  -  FIRST
 GV4749
 GV4749.The horizontal coordinates were established by classical geodetic methods
 GV4749.and adjusted by the National Geodetic Survey in November 1994..
 GV4749
 GV4749.The orthometric height was scaled from a topographic map.
 GV4749
 GV4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4749
 GV4749.The geoid height was determined by GEOID03.
 GV4749
 GV4749;                    North         East     Units Scale Factor Converg.
 GV4749;SPC VA S     - 1,175,039.714 3,658,917.850   MT  0.99998801   +1 05 48.0
 GV4749;SPC VA S     - 3,855,109.46 12,004,299.65   sFT  0.99998801   +1 05 48.0
 GV4749;UTM  18      - 4,195,724.022   351,140.041   MT  0.99987293   -1 02 24.5
 GV4749
 GV4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4749!SPC VA S     -   0.99999947  x   0.99998801  =   0.99998748
 GV4749!UTM  18      -   0.99999947  x   0.99987293  =   0.99987240
 GV4749
 GV4749|---------------------------------------------------------------------|
 GV4749| PID    Reference Object                     Distance      Geod. Az  |
 GV4749|                                                           dddmmss.s |
 GV4749| DC9391 EMMERTON RM 1                        33.254 METERS 00949     |
 GV4749| DC9390 EMMERTON AZ MK                                     0792841.4 |
 GV4749| GV4740 WASHINGTON NORFOLK AWY BCN 6        APPROX.19.1 KM 1455819.4 |
 GV4749| DC9392 EMMERTON RM 2                        41.203 METERS 28148     |
 GV4749| GV5077 TAPPAHANNOCK MUNICIPAL TANK         APPROX.15.3 KM 2831746.7 |
 GV4749| HV6917 WESTMORELAND LOOKOUT TOWER          APPROX.12.4 KM 3433642.6 |
 GV4749|---------------------------------------------------------------------|
 GV4749
 GV4749                          SUPERSEDED SURVEY CONTROL
 GV4749
 GV4749  NAD 83(1993)-  37 53 48.74001(N)    076 41 35.05071(W) AD(       ) 1
 GV4749  NAD 83(1986)-  37 53 48.73966(N)    076 41 35.05402(W) AD(       ) 1
 GV4749  NAD 27      -  37 53 48.24300(N)    076 41 36.20200(W) AD(       ) 1
 GV4749
 GV4749.Superseded values are not recommended for survey control.
 GV4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4749.See file dsdata.txt to determine how the superseded data were derived.
 GV4749
 GV4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5114095724(NAD 83)
 GV4749_MARKER: DS = TRIANGULATION STATION DISK
 GV4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4749
 GV4749  HISTORY     - Date     Condition        Report By
 GV4749  HISTORY     - 1942     MONUMENTED       CGS
 GV4749  HISTORY     - 1943     GOOD             CGS
 GV4749  HISTORY     - 1961     GOOD             CGS
 GV4749  HISTORY     - 1975     GOOD             USE
 GV4749  HISTORY     - 1978     GOOD             NGS
 GV4749  HISTORY     - 19940307 GOOD             USPSQD
 GV4749  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 GV4749  HISTORY     - 20031029 MARK NOT FOUND   USPSQD
 GV4749
 GV4749                          STATION DESCRIPTION
 GV4749
 GV4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 GV4749'THE STATION IS LOCATED ABOUT 0.7 MILE W OF THE EMMERTON
 GV4749'POST OFFICE IN THE YARD IN FRONT OF A YELLOW AND RED 2-STORY
 GV4749'HOUSE WHICH IS OWNED BY MR. JIMMIE DAVIS WHO LIVES AT FARNHAM.
 GV4749'IT IS 44 FEET N OF THE CENTER OF A GRAVEL ROAD, 88 FEET
 GV4749'SSE OF THE SE CORNER OF THE HOUSE, AND 53 FEET W OF A FENCE
 GV4749'ALONG THE E SIDE OF THE HOUSE YARD.  IT IS STAMPED EMMERTON
 GV4749'1942 AND IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 GV4749'
 GV4749'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV4749'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 GV4749'AND 11A.
 GV4749'
 GV4749'REFERENCE MARK NO. 1 IS AT THE E EDGE OF THE HOUSE YARD.
 GV4749'IT IS 70 FEET E OF THE E SIDE OF THE HOUSE, 142 FEET N OF
 GV4749'THE CENTER OF THE GRAVEL ROAD, STAMPED EMMERTON NO. 1 1942,
 GV4749'AND PROJECTS 6 INCHES.  IT IS WITNESSED BY A 4-INCH SQUARE
 GV4749'WHITE WOODEN POST PROJECTING 2-1/2 FEET.
 GV4749'
 GV4749'REFERENCE MARK NO. 2 IS 112 FEET N OF THE CENTER OF THE
 GV4749'GRAVEL ROAD AND 19 FEET E OF A FENCE LINE.  IT IS STAMPED
 GV4749'EMMERTON NO. 2 1942 AND PROJECTS 6 INCHES.
 GV4749'
 GV4749'THE AZIMUTH MARK IS 57 FEET S OF THE SE CORNER OF A HOUSE
 GV4749'AND 3 FEET N OF AN OUTHOUSE.  IT IS STAMPED EMMERTON 1942,
 GV4749'PROJECTS 6 INCHES, AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 GV4749'WOODEN POST PROJECTING 2-1/2 FEET.  REACHED FROM THE STATION
 GV4749'BY GOING E ON THE GRAVEL ROAD FOR 0.3 MILE TO A HOUSE ON
 GV4749'THE RIGHT AND THE MARK.
 GV4749'
 GV4749'TO REACH THE STATION FROM WARSAW GO E ON U.S. HIGHWAY 360
 GV4749'FOR 0.75 MILE TO A FORKS, TAKE THE RIGHT FORK AND FOLLOW
 GV4749'STATE HIGHWAY 3 FOR 5.55 MILES TO A GRAVEL SIDE ROAD AT
 GV4749'THE BOTTOM OF A HILL (THIS IS 0.2 MILE NW OF THE EMMERTON
 GV4749'POST OFFICE).  TURN RIGHT AND FOLLOW GRAVEL ROAD WESTERLY
 GV4749'FOR 0.65 MILE TO A HOUSE ON THE RIGHT AND THE STATION.
 GV4749'
 GV4749'A 64-FOOT TOWER IS NEEDED TO SEE 100-FOOT LIGHTS AT NEHI
 GV4749'AND DOWNINGS AND A 113-FOOT LIGHT AT TOTUSKEY.
 GV4749'
 GV4749'A 77-FOOT TOWER IS NEEDED TO SEE 113-FOOT LIGHTS AT PITTS
 GV4749'AND WARE (COMM. OF FISHERIES OF VA.).
 GV4749
 GV4749                          STATION RECOVERY (1943)
 GV4749
 GV4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV4749'THE STATION AND REFERENCE MARKS WERE FOUND TO BE ADEQUATE
 GV4749'AND CORRECT.  THE DISTANCES FROM THE STATION TO THE REFERENCE
 GV4749'MARKS WERE CHECKED AND VERIFIED WITH EXCEPTIONS BELOW--
 GV4749'
 GV4749'REFERENCE MARK 1.  OLD--109.10 FEET.  NEW--109.08 FEET,
 GV4749'(33.247 METERS.)
 GV4749'
 GV4749'REFERENCE MARK 2.  OLD--135.92 FEET.  NEW--135.80 FEET,
 GV4749'(41.392 METERS.)
 GV4749
 GV4749                          STATION RECOVERY (1961)
 GV4749
 GV4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV4749'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 AND
 GV4749'2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GV4749'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE CENTERLINE OF
 GV4749'COUNTY ROAD 643.  THE DESCRIPTION IS ADEQUATE AND COMPLETE
 GV4749'FOR RECOVERY.
 GV4749
 GV4749                          STATION RECOVERY (1975)
 GV4749
 GV4749'RECOVERY NOTE BY US ENGINEERS 1975 (TRE)
 GV4749'EMMERTON 1942 RECOVERED GOOD.
 GV4749'
 GV4749'R.M. NO. 2 RECOVERED GOOD.
 GV4749'
 GV4749'1942 DESCRIPTION IS ADEQUATE TO LOCATE STATION.
 GV4749'
 GV4749'SEARCH WAS NOT CONDUCTED FOR R.M. NO. 1 AND AZIMUTH MARK.
 GV4749'
 GV4749'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST OF
 GV4749'WARSAW.
 GV4749
 GV4749                          STATION RECOVERY (1978)
 GV4749
 GV4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GV4749'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  REFERENCE
 GV4749'MARK 1 HAD BEEN DESTROYED AND THE MARK REMOVED.  REFERENCE MARK 2
 GV4749'APPEARED TO BE SOLID AND IN POSITION, HOWEVER A DIFFERENCE OF 0.62
 GV4749'FEET SHORTER WAS NOTED IN THE DISTANCE.  THE MARK WAS DESTROYED
 GV4749'AT THIS TIME DUE TO WIDENING OF ROAD AND REFERENCE MARK 3 WAS
 GV4749'ESTABLISHED.  THE AZIMUTH MARK WAS RECOVERED, THE CORNERS HAVE BEEN
 GV4749'CHIPPED OFF THE MONUMENT, AND THEY WERE REPAIRED AT THIS TIME AS IT
 GV4749'IS SOLID AND OTHERWISE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 GV4749'VISIBLE TO THE STATION AT THIS TIME DUE TO A CORN CROP.
 GV4749'
 GV4749'A NEW DESCRIPTION FOLLOWS.
 GV4749'
 GV4749'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF WARSAW, 4-1/2 MILES
 GV4749'EAST OF TAPPAHANNOCK, 3/4 MILE WEST OF EMMERTON AND ON PROPERTY
 GV4749'OWNED BY JIM DAVIS WHO LIVES 0.1 MILE EAST OF STATION.
 GV4749'
 GV4749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360 AND STATE
 GV4749'HIGHWAY 3 IN WARSAW, GO EAST ON HIGHWAY 360 FOR 0.75 MILE TO A FORK,
 GV4749'KEEP THE RIGHT FORK AND GO SOUTHEAST ON STATE ROUTE 3 FOR 5.55 MILES
 GV4749'TO COUNTY ROUTE 714, TURN RIGHT AND GO WEST ON COUNTY ROUTE 714 FOR
 GV4749'0.35 MILE TO A SMALL FRAME HOUSE AND THE AZIMUTH MARK IN THE
 GV4749'BACK YARD.  CONTINUE WEST FOR 0.65 MILE TO COUNTY ROUTE 643 AND
 GV4749'THE STATION ON THE RIGHT IN THE FRONT YARD OF A 2-STORY FRAME HOUSE.
 GV4749'
 GV4749'STATION MARKS ARE STANDARD DISKS STAMPED---EMMERTON 1942---SURFACE
 GV4749'MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 GV4749'10-INCHES BELOW THE GROUND SURFACE.  THE DEPTH OF THE UNDERGROUND MARK
 GV4749'IS UNKNOWN.  THEY ARE 88.2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GV4749'CORNER OF THE HOUSE, 64.5 FEET SOUTHEAST OF A 24 INCH OAK TREE, 46.5
 GV4749'FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE 714, 28 FEET EAST OF
 GV4749'CENTERLINE OF COUNTY ROUTE 643 AND 26 FEET SOUTHWEST OF UTILITY POLE
 GV4749'T 474.
 GV4749'
 GV4749'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---EMMERTON 1942 NO 3
 GV4749'1978---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 GV4749'FLUSH WITH THE GROUND.  IT IS 95.5 FEET NORTH OF THE CENTERLINE OF
 GV4749'COUNTY ROUTE 714, 64.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GV4749'THE HOUSE, 33.9 FEET NORTHEAST OF THE UTILITY POLE AND 9.5 FEET
 GV4749'WEST OF A TRACK ROAD.
 GV4749'
 GV4749'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---EMMERTON 1942 NO 4
 GV4749'1978---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 GV4749'FLUSH WITH THE GROUND.  IT IS 81.5 FEET NORTH OF THE CENTERLINE OF
 GV4749'COUNTY ROUTE 714, 75.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GV4749'HOUSE AND 37 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE 643.
 GV4749'
 GV4749'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---EMMERTON 1942---SET
 GV4749'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 GV4749'INCHES.  IT IS 67.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE,
 GV4749'57.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 37
 GV4749'FEET SOUTHEAST OF A 20 INCH TREE AND 7 FEET SOUTH OF A 15 INCH OAK
 GV4749'TREE.
 GV4749
 GV4749                          STATION RECOVERY (1994)
 GV4749
 GV4749'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV4749'RECOVERED IN GOOD CONDITION.
 GV4749
 GV4749                          STATION RECOVERY (1999)
 GV4749
 GV4749'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4749'MARK NOT FOUND.
 GV4749
 GV4749                          STATION RECOVERY (2003)
 GV4749
 GV4749'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2176 ***********************************************************************
 FZ2176  DESIGNATION -  EMORY
 FZ2176  PID         -  FZ2176
 FZ2176  STATE/COUNTY-  VA/WASHINGTON
 FZ2176  USGS QUAD   -  GLADE SPRING (1976)
 FZ2176
 FZ2176                         *CURRENT SURVEY CONTROL
 FZ2176  ___________________________________________________________________
 FZ2176* NAD 83(1993)-  36 45 56.62819(N)    081 50 35.61123(W)     ADJUSTED  
 FZ2176* NAVD 88     -       705.2    (meters)    2314.     (feet)  VERTCON   
 FZ2176  ___________________________________________________________________
 FZ2176  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FZ2176  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FZ2176
 FZ2176  HORZ ORDER  -  SECOND
 FZ2176
 FZ2176.The horizontal coordinates were established by classical geodetic methods
 FZ2176.and adjusted by the National Geodetic Survey in September 1995..
 FZ2176
 FZ2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2176
 FZ2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2176
 FZ2176.The geoid height was determined by GEOID03.
 FZ2176
 FZ2176;                    North         East     Units Scale Factor Converg.
 FZ2176;SPC VA S     - 1,053,270.033 3,201,565.787   MT  1.00000017   -2 01 44.7
 FZ2176;SPC VA S     - 3,455,603.43 10,503,803.75   sFT  1.00000017   -2 01 44.7
 FZ2176;UTM  17      - 4,069,216.034   424,742.800   MT  0.99966977   -0 30 17.0
 FZ2176
 FZ2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2176!SPC VA S     -   0.99989419  x   1.00000017  =   0.99989436
 FZ2176!UTM  17      -   0.99989419  x   0.99966977  =   0.99956400
 FZ2176
 FZ2176|---------------------------------------------------------------------|
 FZ2176| PID    Reference Object                     Distance      Geod. Az  |
 FZ2176|                                                           dddmmss.s |
 FZ2176| DC3338 EMORY RM 2                           13.069 METERS 11600     |
 FZ2176| FZ2178 HAYTER KNOB LOOKOUT TOWER           APPROX.16.8 KM 3141047.9 |
 FZ2176| DC3337 EMORY RM 1                           15.050 METERS 35843     |
 FZ2176|---------------------------------------------------------------------|
 FZ2176
 FZ2176                          SUPERSEDED SURVEY CONTROL
 FZ2176
 FZ2176  NAD 83(1986)-  36 45 56.64067(N)    081 50 35.60869(W) AD(       ) 2
 FZ2176  NAD 27      -  36 45 56.23565(N)    081 50 36.16124(W) AD(       ) 2
 FZ2176  NGVD 29 (07/19/86)  705.3    (m)         2314.     (f) VERT ANG       
 FZ2176
 FZ2176.Superseded values are not recommended for survey control.
 FZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2176.See file dsdata.txt to determine how the superseded data were derived.
 FZ2176
 FZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2474369216(NAD 83)
 FZ2176_MARKER: DS = TRIANGULATION STATION DISK
 FZ2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2176
 FZ2176  HISTORY     - Date     Condition        Report By
 FZ2176  HISTORY     - 1958     MONUMENTED       CGS
 FZ2176
 FZ2176                          STATION DESCRIPTION
 FZ2176
 FZ2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ2176'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF EMORY, 1 MILE
 FZ2176'NORTHEAST OF MEADOWVIEW, 4.5 MILES SOUTHEAST OF GLADE SPRINGS
 FZ2176'AND ON THE PROPERTY OF MR. W.E. RECTOR.
 FZ2176'
 FZ2176'STATION, STAMPED EMORY 1958, SET ABOUT 1 FOOT BELOW THE SURFACE
 FZ2176'OF THE GROUND, IT IS 17 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FZ2176'OF THE FENCE AROUND THE CEMETERY, 14 FEET NORTHWEST OF THE
 FZ2176'SOUTHEAST CORNER OF THE FENCE AROUND THE CEMETERY, 10 FEET WEST
 FZ2176'OF THE WEST END OF A CONCRETE VAULT, 9 FEET WEST OF THE WEST
 FZ2176'SIDE OF THE FENCE AROUND THE CEMETERY AND 8 FEET WEST OF A
 FZ2176'C AND GS WITNESS SIGN.
 FZ2176'
 FZ2176'R.M. 1, STAMPED EMORY NO 1 1958, SET FLUSH WITH THE SURFACE
 FZ2176'OF THE GROUND, IT IS 31 FEET NORTH OF THE NORTHEAST CORNER
 FZ2176'OF THE FENCE AROUND THE CEMETERY, 2 FEET WEST OF A NORTH-SOUTH
 FZ2176'FENCE AND ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.
 FZ2176'
 FZ2176'R.M. 2, STAMPED EMORY NO 2 1958, SET FLUSH WITH THE SURFACE
 FZ2176'OF THE GROUND, IT IS 24.3 FEET SOUTH OF THE SOUTHEAST CORNER
 FZ2176'OF THE FENCE AROUND THE CEMETERY, 3 FEET WEST OF THE NORTH-SOUTH
 FZ2176'FENCE AND ABOUT 3 FEET BELOW THE ELEVATION OF THE STATION.
 FZ2176'
 FZ2176'TO REACH THE STATION FROM THE RAILROAD STATION IN EMORY, GO
 FZ2176'SOUTHEAST ON COUNTY ROUTE 609 FOR 1.2 MILES TO A BOARD GATE
 FZ2176'ON THE LEFT, PASS THROUGH THE GATE AND GO UP THE HILL ON TRACK
 FZ2176'ROAD FOR 0.15 MILE TO A GATE, TURN SHARP LEFT AND FOLLOW
 FZ2176'TRACK ROAD FOR 0.05 MILE TO A HOUSE, CONTINUE PAST THE HOUSE
 FZ2176'FOR ABOUT 100 YARDS TO THE OLD CEMETERY AND THE STATION AS
 FZ2176'DESCRIBED ABOVE.
 FZ2176'
 FZ2176'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4331 ***********************************************************************
 FX4331  DESIGNATION -  EMPORIA
 FX4331  PID         -  FX4331
 FX4331  STATE/COUNTY-  VA/GREENSVILLE
 FX4331  USGS QUAD   -  EMPORIA (1986)
 FX4331
 FX4331                         *CURRENT SURVEY CONTROL
 FX4331  ___________________________________________________________________
 FX4331* NAD 83(1993)-  36 38 36.57540(N)    077 31 51.69544(W)     ADJUSTED  
 FX4331* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 FX4331  ___________________________________________________________________
 FX4331  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FX4331  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 FX4331
 FX4331  HORZ ORDER  -  FIRST
 FX4331
 FX4331.The horizontal coordinates were established by classical geodetic methods
 FX4331.and adjusted by the National Geodetic Survey in September 1995..
 FX4331
 FX4331.The orthometric height was scaled from a topographic map.
 FX4331
 FX4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4331
 FX4331.The geoid height was determined by GEOID03.
 FX4331
 FX4331;                    North         East     Units Scale Factor Converg.
 FX4331;SPC VA S     - 1,034,864.729 3,586,651.562   MT  1.00002464   +0 35 17.1
 FX4331;SPC VA S     - 3,395,218.70 11,767,206.00   sFT  1.00002464   +0 35 17.1
 FX4331;SPC NC       -   321,981.741   740,982.205   MT  1.00016805   +0 50 52.3
 FX4331;SPC NC       - 1,056,368.43  2,431,039.12   sFT  1.00016805   +0 50 52.3
 FX4331;UTM  18      - 4,058,309.010   273,730.845   MT  1.00023080   -1 30 40.5
 FX4331
 FX4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4331!SPC VA S     -   0.99999908  x   1.00002464  =   1.00002372
 FX4331!SPC NC       -   0.99999908  x   1.00016805  =   1.00016713
 FX4331!UTM  18      -   0.99999908  x   1.00023080  =   1.00022988
 FX4331
 FX4331|---------------------------------------------------------------------|
 FX4331| PID    Reference Object                     Distance      Geod. Az  |
 FX4331|                                                           dddmmss.s |
 FX4331| DC8819 EMPORIA RM 1                         37.551 METERS 04214     |
 FX4331| DC8820 EMPORIA RM 2                         32.163 METERS 12832     |
 FX4331| DC8821 EMPORIA RM 3                                       2350130.2 |
 FX4331| FX4328 EMPORIA MUN FILTRATION TANK         APPROX. 6.6 KM 3375325.6 |
 FX4331|---------------------------------------------------------------------|
 FX4331
 FX4331                          SUPERSEDED SURVEY CONTROL
 FX4331
 FX4331  NAD 83(1986)-  36 38 36.57783(N)    077 31 51.71036(W) AD(       ) 1
 FX4331  NAD 27      -  36 38 36.03900(N)    077 31 52.78900(W) AD(       ) 1
 FX4331
 FX4331.Superseded values are not recommended for survey control.
 FX4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4331.See file dsdata.txt to determine how the superseded data were derived.
 FX4331
 FX4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7373158309(NAD 83)
 FX4331_MARKER: DS = TRIANGULATION STATION DISK
 FX4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4331
 FX4331  HISTORY     - Date     Condition        Report By
 FX4331  HISTORY     - 1933     MONUMENTED       CGS
 FX4331
 FX4331                          STATION DESCRIPTION
 FX4331
 FX4331'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4331'STATION IS 3 MILES A LITTLE EAST OF SOUTH OF EMPORIA, ON LAND OF
 FX4331'ALEC. B. BATT.  TO REACH FROM MAIN CORNER AT POST OFFICE
 FX4331'AT EMPORIA, GO SOUTH 0.6 MILE ON ROUTE 301, TURN LEFT ONTO
 FX4331'ROUTE 509, PROCEED 1.55 MILES TO T-ROAD ON RIGHT WITH ABANDONED
 FX4331'STORE IN SOUTHEAST ANGLE, PROCEED 1.25 MILES, TURN RIGHT
 FX4331'(WEST) INTO LANE OPPOSITE 2 MAIL BOXES ON LEFT, FOLLOW LANE
 FX4331'(PASSING CHIMNEY ON NORTH SIDE OF LANE ABOUT 250 YARDS WEST
 FX4331'OF MAIN ROAD) 0.3 MILE, TURN RIGHT ONTO T-ROAD JUST BEYOND
 FX4331'DITCH CROSSING INTO WOODS, AND CONTINUE 0.15 MILE TO TOP
 FX4331'OF GRADE AND STATION SITE.  STATION IS 28 FEET WEST OF
 FX4331'BLAZED GUM TREE, 39 FEET WEST OF FORK OF DIM WOODS ROADS, AND 19
 FX4331'FEET SOUTHWEST OF CENTER LINE OF LANE.  SURFACE AND
 FX4331'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FX4331'CONCRETE.  REFERENCE MARKS ARE
 FX4331'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 FX4331'IS 104 FEET NORTH OF CENTER LINE OF LANE, AND 123.20
 FX4331'FEET FROM STATION N 42 DEG 14 MIN E.  NO. 2 IS
 FX4331'80 FEET EAST-SOUTHEAST OF BLAZED GUM TREE, 10 FEET EAST
 FX4331'OF CENTER LINE OF LANE, AND 105.52 FEET FROM STATION
 FX4331'S 51 DEG 28 MIN E.  NO. 3 IS IN SOUTHEAST CORNER OF
 FX4331'WOODS, 8 FEET SOUTH OF CENTER LINE OF EAST-AND-WEST LANE,
 FX4331'150 FEET WEST OF WEST CORNER OF APPLE ORCHARD, AND
 FX4331'APPROXIMATELY 0.25 MILE FROM STATION S 55 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4328 ***********************************************************************
 FX4328  DESIGNATION -  EMPORIA MUN FILTRATION TANK
 FX4328  PID         -  FX4328
 FX4328  STATE/COUNTY-  VA/GREENSVILLE
 FX4328  USGS QUAD   -  EMPORIA (1986)
 FX4328
 FX4328                         *CURRENT SURVEY CONTROL
 FX4328  ___________________________________________________________________
 FX4328* NAD 83(1993)-  36 41 54.42679(N)    077 33 31.51578(W)     ADJUSTED  
 FX4328* NAVD 88     -                                                        
 FX4328  ___________________________________________________________________
 FX4328  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FX4328  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 FX4328
 FX4328  HORZ ORDER  -  THIRD
 FX4328
 FX4328.The horizontal coordinates were established by classical geodetic methods
 FX4328.and adjusted by the National Geodetic Survey in September 1995..
 FX4328
 FX4328
 FX4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4328
 FX4328.The geoid height was determined by GEOID03.
 FX4328
 FX4328;                    North         East     Units Scale Factor Converg.
 FX4328;SPC VA S     - 1,040,938.304 3,584,111.241   MT  1.00001308   +0 34 16.6
 FX4328;SPC VA S     - 3,415,145.09 11,758,871.63   sFT  1.00001308   +0 34 16.6
 FX4328;UTM  18      - 4,064,472.947   271,414.302   MT  1.00024378   -1 31 47.2
 FX4328
 FX4328                          SUPERSEDED SURVEY CONTROL
 FX4328
 FX4328  NAD 83(1986)-  36 41 54.42979(N)    077 33 31.53084(W) AD(       ) 4
 FX4328  NAD 27      -  36 41 53.89117(N)    077 33 32.60194(W) AD(       ) 3
 FX4328
 FX4328.Superseded values are not recommended for survey control.
 FX4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4328.See file dsdata.txt to determine how the superseded data were derived.
 FX4328
 FX4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7141464473(NAD 83)
 FX4328_MARKER: 53 = ELEVATED TANK
 FX4328
 FX4328  HISTORY     - Date     Condition        Report By
 FX4328  HISTORY     - 1933     FIRST OBSERVED   CGS
 FX4328  HISTORY     - 1959     GOOD             CGS
 FX4328  HISTORY     - 1966     GOOD             CGS
 FX4328  HISTORY     - 20060527 GOOD             GEOCAC
 FX4328
 FX4328                          STATION DESCRIPTION
 FX4328
 FX4328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX4328'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF EMPORIA.  IT IS
 FX4328'SILVER IN COLOR.  APPROXIMATELY 100 FEET IN HEIGHT.  4-LEGGED
 FX4328'STEEL STRUCTURE.  THE POINT INTERSECTED WAS THE ROUND BALL
 FX4328'ATOP THE TANK.
 FX4328'
 FX4328'STATION LOCATED IN 1933.  NO PREVIOUS DESCRIPTION.
 FX4328
 FX4328                          STATION RECOVERY (1966)
 FX4328
 FX4328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FX4328'THE STATION IS THE BALL ATOP THE 110 FOOT STEEL TANK, PAINTED
 FX4328'SILVER AND MOUNTED ON 6 STEEL LEGS.  LOCATED ABOUT 0.5 MILE
 FX4328'NORTHWEST OF EMPORIA.
 FX4328'
 FX4328'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 FX4328'AND U.S. HIGHWAY 58 ABOUT 0.5 MILE WEST OF EMPORIA, GO WEST
 FX4328'ON U.S. HIGHWAY 58 FOR 0.2 MILE TO COUNTY ROAD 645 ON THE
 FX4328'LEFT, TURN LEFT ON COUNTY ROAD 645 AND GO 0.7 MILE TO THE
 FX4328'TANK ON THE LEFT.
 FX4328'
 FX4328'THE TANK WAS CUT-IN IN 1933 BUT NO DESCRIPTION WAS AVAILABLE.
 FX4328
 FX4328                          STATION RECOVERY (2006)
 FX4328
 FX4328'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 FX4328'OBSERVED SIX-LEGGED, CONICAL-ROOF STRUCTURE WHICH IS SILVER COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4329 ***********************************************************************
 FX4329  DESIGNATION -  EMPORIA MUNICIPAL TANK
 FX4329  PID         -  FX4329
 FX4329  STATE/COUNTY-  VA/C OF EMPORIA
 FX4329  USGS QUAD   -  EMPORIA (1986)
 FX4329
 FX4329                         *CURRENT SURVEY CONTROL
 FX4329  ___________________________________________________________________
 FX4329* NAD 83(1993)-  36 41 10.50545(N)    077 32 30.26041(W)     ADJUSTED  
 FX4329* NAVD 88     -                                                        
 FX4329  ___________________________________________________________________
 FX4329  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FX4329  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 FX4329
 FX4329  HORZ ORDER  -  THIRD
 FX4329
 FX4329.The horizontal coordinates were established by classical geodetic methods
 FX4329.and adjusted by the National Geodetic Survey in September 1995..
 FX4329
 FX4329
 FX4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4329
 FX4329.The geoid height was determined by GEOID03.
 FX4329
 FX4329;                    North         East     Units Scale Factor Converg.
 FX4329;SPC VA S     - 1,039,599.754 3,585,645.454   MT  1.00001557   +0 34 53.7
 FX4329;SPC VA S     - 3,410,753.53 11,763,905.13   sFT  1.00001557   +0 34 53.7
 FX4329;UTM  18      - 4,063,078.738   272,898.748   MT  1.00023545   -1 31 09.0
 FX4329
 FX4329                          SUPERSEDED SURVEY CONTROL
 FX4329
 FX4329  NAD 83(1986)-  36 41 10.50914(N)    077 32 30.27446(W) AD(       ) 4
 FX4329  NAD 27      -  36 41 09.97552(N)    077 32 31.34205(W) AD(       ) 3
 FX4329
 FX4329.Superseded values are not recommended for survey control.
 FX4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4329.See file dsdata.txt to determine how the superseded data were derived.
 FX4329
 FX4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7289963079(NAD 83)
 FX4329_MARKER: 53 = ELEVATED TANK
 FX4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4329+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 FX4329
 FX4329  HISTORY     - Date     Condition        Report By
 FX4329  HISTORY     - 1959     FIRST OBSERVED   CGS
 FX4329  HISTORY     - 20040611 GOOD             USPSQD
 FX4329
 FX4329                          STATION DESCRIPTION
 FX4329
 FX4329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX4329'THE STATION IS LOCATED BETWEEN THE RAILROAD TRACKS AND THE
 FX4329'COUNTY COURTHOUSE IN THE TOWN OF EMPORIA.  IT IS A 6-LEGGED
 FX4329'STEEL STRUCTURE.  SILVER IN COLOR.  135 FEET IN HEIGHT.  THE
 FX4329'POINT INTERSECTED WAS THE SMALL ROUND BALL ATOP THE TANK.
 FX4329
 FX4329                          STATION RECOVERY (2004)
 FX4329
 FX4329'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 FX4329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4330 ***********************************************************************
 FX4330  DESIGNATION -  EMPORIA RAD STA WEVA MAST
 FX4330  PID         -  FX4330
 FX4330  STATE/COUNTY-  VA/C OF EMPORIA
 FX4330  USGS QUAD   -  EMPORIA (1986)
 FX4330
 FX4330                         *CURRENT SURVEY CONTROL
 FX4330  ___________________________________________________________________
 FX4330* NAD 83(1993)-  36 41 57.17205(N)    077 32 53.28456(W)     ADJUSTED  
 FX4330* NAVD 88     -                                                        
 FX4330  ___________________________________________________________________
 FX4330  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 FX4330  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 FX4330
 FX4330  HORZ ORDER  -  THIRD
 FX4330
 FX4330.The horizontal coordinates were established by classical geodetic methods
 FX4330.and adjusted by the National Geodetic Survey in September 1995..
 FX4330
 FX4330
 FX4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4330
 FX4330.The geoid height was determined by GEOID03.
 FX4330
 FX4330;                    North         East     Units Scale Factor Converg.
 FX4330;SPC VA S     - 1,041,032.441 3,585,059.356   MT  1.00001293   +0 34 39.8
 FX4330;SPC VA S     - 3,415,453.93 11,761,982.24   sFT  1.00001293   +0 34 39.8
 FX4330;UTM  18      - 4,064,532.273   272,365.449   MT  1.00023843   -1 31 24.4
 FX4330
 FX4330                          SUPERSEDED SURVEY CONTROL
 FX4330
 FX4330  NAD 83(1986)-  36 41 57.17607(N)    077 32 53.29884(W) AD(       ) 4
 FX4330  NAD 27      -  36 41 56.63400(N)    077 32 54.37176(W) AD(       ) 3
 FX4330
 FX4330.Superseded values are not recommended for survey control.
 FX4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4330.See file dsdata.txt to determine how the superseded data were derived.
 FX4330
 FX4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7236564532(NAD 83)
 FX4330_MARKER: 42 = RADIO/TV MAST
 FX4330
 FX4330  HISTORY     - Date     Condition        Report By
 FX4330  HISTORY     - 1959     FIRST OBSERVED   CGS
 FX4330
 FX4330                          STATION DESCRIPTION
 FX4330
 FX4330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 FX4330'THE STATION IS LOCATED ON WASHINGTON STREET IN THE TOWN OF
 FX4330'EMPORIA.  IT IS A STRUCTURAL STEEL MAST PAINTED RED AND WHITE
 FX4330'WITH A RED LIGHT ON THE TOP.  IT IS 175 FEET IN HEIGHT AND THE
 FX4330'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4363 ***********************************************************************
 FX4363  DESIGNATION -  EMPORT
 FX4363  PID         -  FX4363
 FX4363  STATE/COUNTY-  VA/SUSSEX
 FX4363  USGS QUAD   -  ADAMS GROVE (1981)
 FX4363
 FX4363                         *CURRENT SURVEY CONTROL
 FX4363  ___________________________________________________________________
 FX4363* NAD 83(1993)-  36 41 28.83003(N)    077 29 10.01353(W)     ADJUSTED  
 FX4363* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 FX4363  ___________________________________________________________________
 FX4363  X           -   1,109,498.444 (meters)                     COMP
 FX4363  Y           -  -4,998,890.746 (meters)                     COMP
 FX4363  Z           -   3,789,984.241 (meters)                     COMP
 FX4363  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 FX4363  ELLIP HEIGHT-           3.95  (meters)          (09/08/95) GPS OBS
 FX4363  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 FX4363
 FX4363  HORZ ORDER  -  THIRD
 FX4363  ELLP ORDER  -  FOURTH    CLASS II
 FX4363
 FX4363.This mark is at Emporia-Greensville Mun Airport (EMV)
 FX4363
 FX4363.The horizontal coordinates were established by GPS observations
 FX4363.and adjusted by the National Geodetic Survey in September 1995..
 FX4363
 FX4363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4363
 FX4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4363
 FX4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4363
 FX4363.The ellipsoidal height was determined by GPS observations
 FX4363.and is referenced to NAD 83.
 FX4363
 FX4363.The geoid height was determined by GEOID03.
 FX4363
 FX4363;                    North         East     Units Scale Factor Converg.
 FX4363;SPC VA S     - 1,040,216.523 3,590,610.659   MT  1.00001453   +0 36 55.3
 FX4363;SPC VA S     - 3,412,777.04 11,780,195.14   sFT  1.00001453   +0 36 55.3
 FX4363;UTM  18      - 4,063,513.144   277,884.257   MT  1.00020785   -1 29 09.9
 FX4363
 FX4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4363!SPC VA S     -   0.99999938  x   1.00001453  =   1.00001391
 FX4363!UTM  18      -   0.99999938  x   1.00020785  =   1.00020723
 FX4363
 FX4363:                Primary Azimuth Mark                     Grid Az
 FX4363:SPC VA S     -  EMPORT AZ MK                             148 24 02.4
 FX4363:UTM  18      -  EMPORT AZ MK                             150 30 07.6
 FX4363
 FX4363|---------------------------------------------------------------------|
 FX4363| PID    Reference Object                     Distance      Geod. Az  |
 FX4363|                                                           dddmmss.s |
 FX4363| FX4366 EMPORT AZ MK                        APPROX. 1.0 KM 1490057.7 |
 FX4363|---------------------------------------------------------------------|
 FX4363
 FX4363                          SUPERSEDED SURVEY CONTROL
 FX4363
 FX4363  NAD 83(1986)-  36 41 28.83598(N)    077 29 10.03076(W) AD(       ) 3
 FX4363  NAD 27      -  36 41 28.29949(N)    077 29 11.10104(W) AD(       ) 3
 FX4363  NGVD 29 (03/22/89)   38.1    (m)          125.     (f) GPS OBS        
 FX4363
 FX4363.Superseded values are not recommended for survey control.
 FX4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4363.See file dsdata.txt to determine how the superseded data were derived.
 FX4363
 FX4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7788463513(NAD 83)
 FX4363_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4363_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4363+STABILITY: SURFACE MOTION
 FX4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4363+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FX4363
 FX4363  HISTORY     - Date     Condition        Report By
 FX4363  HISTORY     - 1987     MONUMENTED       NGS
 FX4363  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX4363  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX4363
 FX4363                          STATION DESCRIPTION
 FX4363
 FX4363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX4363'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 FX4363'EAST OF EMPORIA, 1.1 KM (0.7 MI) NORTH OF U.S. HIGHWAY 58 AND ON
 FX4363'THE EMPORIA MUNICIPAL AIRPORT.
 FX4363'OWNERSHIP--EMPORIA MUNICIPAL AIRPORT, MR CYRUS AHYOUG, MANAGER, RT 2,
 FX4363'BOX 99, EMPORIA VA 23847, PH 804-634-3696.
 FX4363'
 FX4363'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 58 AND
 FX4363'301 IN EMPORIA, GO EAST ON U.S. HIGHWAY 58 FOR 5.3 KM (3.3 MI) TO
 FX4363'STATE ROAD 682.  TURN LEFT AND GO NORTH ON HIGHWAY 682 FOR 0.2 KM
 FX4363'(0.1 MI) TO THE AIRPORT OFFICE AND A GATE, PASS THROUGH THE GATE
 FX4363'AND TURN RIGHT, EAST ON A TAXIWAY FOR 0.3 KM (0.2 MI) TO THE
 FX4363'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTHWEST ALONG RUNWAY
 FX4363'33-15 FOR 1.0 KM (0.6 MI) TO AN ABANDON RUNWAY CROSSING AND THE
 FX4363'STATION IN THE NORTH QUADRANT OF THE INTERSECTION.
 FX4363'
 FX4363'THE STATION IS A STANDARD NGS DISK
 FX4363'STAMPED---EMPORT 1986---,
 FX4363'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4363'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FX4363'35.1 METERS (115. FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY 15-33,
 FX4363'30.4 METERS (99.74 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 FX4363'VASI LIGHT BOX,
 FX4363'29.1 METERS (95.47 FT) SOUTH FROM A WIND SOCK,
 FX4363'16.6 METERS (54.46 FT) SOUTHEAST FROM THE CENTER OF A 61 CM SQUARE
 FX4363'CONCRETE CABLE MARKER, AND
 FX4363'0.4 METERS (1.31 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 FX4363'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4363'STAMPED---EMPORT 1986---,
 FX4363'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 FX4363'
 FX4363'THE AZIMUTH MARK IS A STANDARD NGS DISK
 FX4363'STAMPED---EMPORT 1986---,
 FX4363'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4363'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FX4363'84.0 METERS (275.6 FT) NORTH-NORTHWEST FROM THE CENTER OF A TAXIWAY,
 FX4363'30.6 METERS (100.39 FT) NORTH-NORTHWEST FROM THE CENTER OF A 61 CM
 FX4363'SQUARE CONCRETE CABLE MARKER,
 FX4363'28.2 METERS (92.52 FT) NORTHEAST FROM A WIND SOCK,
 FX4363'27.5 METERS (90.2 FT) SOUTHWEST FROM THE CENTERLINE OF RUNWAY 15-33,
 FX4363'AND
 FX4363'9.75 METERS (32.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A VASI
 FX4363'LIGHT BOX.
 FX4363'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4363'STAMPED---EMPORT 1986---,
 FX4363'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 FX4363'
 FX4363'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FX4363'1987.
 FX4363'
 FX4363'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FX4363'
 FX4363'DESCRIBED BY H.D. MCKINNEY.
 FX4363
 FX4363                          STATION RECOVERY (1997)
 FX4363
 FX4363'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4363'MARK NOT FOUND.
 FX4363
 FX4363                          STATION RECOVERY (2002)
 FX4363
 FX4363'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX4363'MARK WAS NOT FOUND.  DESCRIPTION AND COORDINATES PLACED THE MARK IN A
 FX4363'MAINTAINED GRASSED AREA ADJACENT TO RUNWAYS.  GRASSED AREA IS MOWED
 FX4363'AND CONCRETE POST WITH DISK MAY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4366 ***********************************************************************
 FX4366  DESIGNATION -  EMPORT AZ MK
 FX4366  PID         -  FX4366
 FX4366  STATE/COUNTY-  VA/SUSSEX
 FX4366  USGS QUAD   -  ADAMS GROVE (1981)
 FX4366
 FX4366                         *CURRENT SURVEY CONTROL
 FX4366  ___________________________________________________________________
 FX4366* NAD 83(1993)-  36 41 01.29961(N)    077 28 49.48865(W)     ADJUSTED  
 FX4366* NAVD 88     -        35.1    (meters)     115.     (feet)  VERTCON   
 FX4366  ___________________________________________________________________
 FX4366  X           -   1,110,105.309 (meters)                     COMP
 FX4366  Y           -  -4,999,273.192 (meters)                     COMP
 FX4366  Z           -   3,789,302.117 (meters)                     COMP
 FX4366  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FX4366  ELLIP HEIGHT-           1.28  (meters)          (09/08/95) GPS OBS
 FX4366  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 FX4366
 FX4366  HORZ ORDER  -  THIRD
 FX4366  ELLP ORDER  -  FOURTH    CLASS II
 FX4366
 FX4366.This mark is at Emporia-Greensville Mun Airport (EMV)
 FX4366
 FX4366.The horizontal coordinates were established by GPS observations
 FX4366.and adjusted by the National Geodetic Survey in September 1995..
 FX4366
 FX4366.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4366
 FX4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4366
 FX4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4366
 FX4366.The ellipsoidal height was determined by GPS observations
 FX4366.and is referenced to NAD 83.
 FX4366
 FX4366.The geoid height was determined by GEOID03.
 FX4366
 FX4366;                    North         East     Units Scale Factor Converg.
 FX4366;SPC VA S     - 1,039,373.408 3,591,129.334   MT  1.00001610   +0 37 07.7
 FX4366;SPC VA S     - 3,410,010.92 11,781,896.82   sFT  1.00001610   +0 37 07.7
 FX4366;UTM  18      - 4,062,651.414   278,371.762   MT  1.00020518   -1 28 56.6
 FX4366
 FX4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4366!SPC VA S     -   0.99999980  x   1.00001610  =   1.00001590
 FX4366!UTM  18      -   0.99999980  x   1.00020518  =   1.00020498
 FX4366
 FX4366:                Primary Azimuth Mark                     Grid Az
 FX4366:SPC VA S     -  EMPORT                                   328 24 02.3
 FX4366:UTM  18      -  EMPORT                                   330 30 06.6
 FX4366
 FX4366|---------------------------------------------------------------------|
 FX4366| PID    Reference Object                     Distance      Geod. Az  |
 FX4366|                                                           dddmmss.s |
 FX4366| FX4363 EMPORT                              APPROX. 1.0 KM 3290110.0 |
 FX4366|---------------------------------------------------------------------|
 FX4366
 FX4366                          SUPERSEDED SURVEY CONTROL
 FX4366
 FX4366  NAD 83(1986)-  36 41 01.30558(N)    077 28 49.50587(W) AD(       ) 3
 FX4366  NAD 27      -  36 41 00.76869(N)    077 28 50.57723(W) AD(       ) 3
 FX4366  NGVD 29 (03/22/89)   35.5    (m)          116.     (f) GPS OBS        
 FX4366
 FX4366.Superseded values are not recommended for survey control.
 FX4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4366.See file dsdata.txt to determine how the superseded data were derived.
 FX4366
 FX4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7837262651(NAD 83)
 FX4366_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4366_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4366+STABILITY: SURFACE MOTION
 FX4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4366+SATELLITE: SATELLITE OBSERVATIONS - 1987
 FX4366
 FX4366  HISTORY     - Date     Condition        Report By
 FX4366  HISTORY     - 1987     MONUMENTED       NGS
 FX4366  HISTORY     - 19971003 MARK NOT FOUND   USPSQD
 FX4366  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 FX4366
 FX4366                          STATION DESCRIPTION
 FX4366
 FX4366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FX4366'THE STATION IS LOCATED ABOUT 3.6 KM (3.5 MI)
 FX4366'EAST OF EMPORIA, 0.2 KM (0.15 MI) NORTH OF U.S. HIGHWAY 58 AND ON
 FX4366'THE EMPORIA MUNICIPAL AIRPORT IN THE NORTHWEST QUADRANT OF THE
 FX4366'INTERSECTION OF RUNWAY 15-33 AND A TAXIWAY.
 FX4366'OWNERSHIP--EMPORIA MUNICIPAL AIRPORT, MR CYRUS AHYOUG, MANAGER, RT
 FX4366'2, BOX 99, EMPORIA VA 23847, PH 804-634-3696.
 FX4366'
 FX4366'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 58 AND
 FX4366'301 IN EMPORIA, GO EAST ON U.S. HIGHWAY 58 FOR 5.3 KM (3.3 MI) TO
 FX4366'STATE ROAD 682.  TURN LEFT AND GO NORTH ON HIGHWAY 682 FOR 0.2 KM
 FX4366'(0.1 MI) TO THE AIRPORT OFFICE AND A GATE, PASS THROUGH THE GATE
 FX4366'AND TURN RIGHT, EAST ON A TAXIWAY FOR 0.3 KM (0.2 MI) TO THE
 FX4366'STATION ON THE LEFT.
 FX4366'
 FX4366'THE STATION IS A STANDARD NGS DISK
 FX4366'STAMPED---EMPORT 1986---,
 FX4366'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4366'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FX4366'84.0 METERS (275.6 FT) NORTH-NORTHWEST FROM THE CENTER OF A TAXIWAY,
 FX4366'30.6 METERS (100.39 FT) NORTH-NORTHWEST FROM THE CENTER OF A 61 CM
 FX4366'SQUARE CONCRETE CABLE MARKER,
 FX4366'28.2 METERS (92.52 FT) NORTHEAST FROM A WIND SOCK,
 FX4366'27.5 METERS (90.2 FT) SOUTHWEST FROM THE CENTERLINE OF RUNWAY
 FX4366'15-33, AND
 FX4366'9.75 METERS (32.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A VASI
 FX4366'LIGHT BOX.
 FX4366'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4366'STAMPED---EMPORT 1986---,
 FX4366'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 FX4366
 FX4366                          STATION RECOVERY (1997)
 FX4366
 FX4366'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4366'MARK NOT FOUND.
 FX4366
 FX4366                          STATION RECOVERY (2002)
 FX4366
 FX4366'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 FX4366'AZIMUTH MARK WAS NOT FOUND.  DESCRIPTION AND COORDINATES PLACED MARK
 FX4366'IN A MAINTAINED GRASSED AREA ADJACENT TO RUNWAYS.  GRASSED AREA IS
 FX4366'MOWED AND CONCRETE POST WITH DISK MAY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5339 ***********************************************************************
 HV5339  DESIGNATION -  END 1918
 HV5339  PID         -  HV5339
 HV5339  STATE/COUNTY-  VA/KING GEORGE
 HV5339  USGS QUAD   -  DAHLGREN (1983)
 HV5339
 HV5339                         *CURRENT SURVEY CONTROL
 HV5339  ___________________________________________________________________
 HV5339* NAD 83(1993)-  38 19 51.50624(N)    077 01 41.76192(W)     ADJUSTED  
 HV5339* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 HV5339  ___________________________________________________________________
 HV5339  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 HV5339  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HV5339
 HV5339  HORZ ORDER  -  THIRD
 HV5339
 HV5339.The horizontal coordinates were established by classical geodetic methods
 HV5339.and adjusted by the National Geodetic Survey in November 1994..
 HV5339
 HV5339.The orthometric height was scaled from a topographic map.
 HV5339
 HV5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5339
 HV5339.The geoid height was determined by GEOID03.
 HV5339
 HV5339;                    North         East     Units Scale Factor Converg.
 HV5339;SPC VA N     - 2,074,768.050 3,628,672.232   MT  0.99996082   +0 55 06.7
 HV5339;SPC VA N     - 6,806,968.18 11,905,068.81   sFT  0.99996082   +0 55 06.7
 HV5339;SPC MD       -    73,741.414   397,528.435   MT  0.99999476   -0 01 03.9
 HV5339;SPC MD       -   241,933.29  1,304,224.54   sFT  0.99999476   -0 01 03.9
 HV5339;SPC VA S     - 1,222,708.216 3,628,688.745   MT  1.00008682   +0 53 35.6
 HV5339;SPC VA S     - 4,011,501.87 11,905,122.99   sFT  1.00008682   +0 53 35.6
 HV5339;UTM  18      - 4,244,484.886   322,718.244   MT  0.99998707   -1 15 29.8
 HV5339
 HV5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5339!SPC VA N     -   1.00000464  x   0.99996082  =   0.99996546
 HV5339!SPC MD       -   1.00000464  x   0.99999476  =   0.99999940
 HV5339!SPC VA S     -   1.00000464  x   1.00008682  =   1.00009146
 HV5339!UTM  18      -   1.00000464  x   0.99998707  =   0.99999171
 HV5339
 HV5339:                Primary Azimuth Mark                     Grid Az
 HV5339:SPC VA N     -  SHELL 1918                               058 43 42.3
 HV5339:SPC MD       -  SHELL 1918                               059 39 52.9
 HV5339:SPC VA S     -  SHELL 1918                               058 45 13.4
 HV5339:UTM  18      -  SHELL 1918                               060 54 18.8
 HV5339
 HV5339|---------------------------------------------------------------------|
 HV5339| PID    Reference Object                     Distance      Geod. Az  |
 HV5339|                                                           dddmmss.s |
 HV5339| HV5353 SHELL 1918                          APPROX. 1.4 KM 0593849.0 |
 HV5339|---------------------------------------------------------------------|
 HV5339
 HV5339                          SUPERSEDED SURVEY CONTROL
 HV5339
 HV5339  NAD 83(1993)-  38 19 51.50699(N)    077 01 41.76749(W) AD(       ) 3
 HV5339  NAD 83(1986)-  38 19 51.50635(N)    077 01 41.77724(W) AD(       ) 3
 HV5339  NAD 27      -  38 19 51.05200(N)    077 01 42.86600(W) AD(       ) 3
 HV5339
 HV5339.Superseded values are not recommended for survey control.
 HV5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5339.See file dsdata.txt to determine how the superseded data were derived.
 HV5339
 HV5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2271844485(NAD 83)
 HV5339_MARKER: Z = SEE DESCRIPTION
 HV5339_SETTING: 0 = UNSPECIFIED SETTING
 HV5339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5339
 HV5339  HISTORY     - Date     Condition        Report By
 HV5339  HISTORY     - 1918     MONUMENTED       USN
 HV5339  HISTORY     - 1954     MARK NOT FOUND   CGS
 HV5339  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 HV5339  HISTORY     - 19981210 MARK NOT FOUND   USPSQD
 HV5339  HISTORY     - 20031218 MARK NOT FOUND   USPSQD
 HV5339
 HV5339                          STATION DESCRIPTION
 HV5339
 HV5339'DESCRIBED BY US NAVY 1918
 HV5339'STATION LOCATED ON GOVERNMENT RESERVATION AT DAHLGREN, VIRGINIA,
 HV5339'NW END OF THE UPPER BASE LINE, IN THE REAR OF THE NO. 1 MAGAZINE.
 HV5339'MARKED BY PERMANENT SIGNAL.
 HV5339
 HV5339                          STATION RECOVERY (1954)
 HV5339
 HV5339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 HV5339'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.
 HV5339'
 HV5339'THE SEARCH WAS ASSISTED BY MR. DEMENT OF THE DAHLGREN NAVAL BASE.
 HV5339
 HV5339                          STATION RECOVERY (1993)
 HV5339
 HV5339'RECOVERY NOTE BY US POWER SQUADRON 1993 (CLR)
 HV5339'MARK NOT FOUND.
 HV5339
 HV5339                          STATION RECOVERY (1998)
 HV5339
 HV5339'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5339'MARK NOT FOUND.
 HV5339
 HV5339                          STATION RECOVERY (2003)
 HV5339
 HV5339'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5339'ADD= NEW CONTACT IS KAREN L JONES 540-653-3281
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3309 ***********************************************************************
 FX3309  DESIGNATION -  END 1943
 FX3309  PID         -  FX3309
 FX3309  STATE/COUNTY-  VA/C OF NORFOLK
 FX3309  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3309
 FX3309                         *CURRENT SURVEY CONTROL
 FX3309  ___________________________________________________________________
 FX3309* NAD 83(1993)-  36 56 28.54168(N)    076 19 58.85202(W)     ADJUSTED  
 FX3309* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3309  ___________________________________________________________________
 FX3309  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FX3309  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3309
 FX3309  HORZ ORDER  -  SECOND
 FX3309
 FX3309.The horizontal coordinates were established by classical geodetic methods
 FX3309.and adjusted by the National Geodetic Survey in September 1995..
 FX3309
 FX3309.The orthometric height was scaled from a topographic map.
 FX3309
 FX3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3309
 FX3309.The geoid height was determined by GEOID03.
 FX3309
 FX3309;                    North         East     Units Scale Factor Converg.
 FX3309;SPC VA S     - 1,069,679.746 3,693,013.095   MT  0.99997290   +1 18 54.7
 FX3309;SPC VA S     - 3,509,440.97 12,116,160.46   sFT  0.99997290   +1 18 54.7
 FX3309;UTM  18      - 4,089,186.308   381,299.443   MT  0.99977358   -0 48 04.4
 FX3309
 FX3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3309!SPC VA S     -   1.00000567  x   0.99997290  =   0.99997857
 FX3309!UTM  18      -   1.00000567  x   0.99977358  =   0.99977925
 FX3309
 FX3309:                Primary Azimuth Mark                     Grid Az
 FX3309:SPC VA S     -  WEST NORFOLK TANK                        186 45 43.3
 FX3309:UTM  18      -  WEST NORFOLK TANK                        188 52 42.4
 FX3309
 FX3309|---------------------------------------------------------------------|
 FX3309| PID    Reference Object                     Distance      Geod. Az  |
 FX3309|                                                           dddmmss.s |
 FX3309| FX3472 WEST NORFOLK TANK                   APPROX. 9.1 KM 1880438.0 |
 FX3309|---------------------------------------------------------------------|
 FX3309
 FX3309                          SUPERSEDED SURVEY CONTROL
 FX3309
 FX3309  NAD 83(1986)-  36 56 28.54752(N)    076 19 58.88817(W) AD(       ) 2
 FX3309  NAD 27      -  36 56 28.01000(N)    076 20 00.11000(W) AD(       ) 2
 FX3309
 FX3309.Superseded values are not recommended for survey control.
 FX3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3309.See file dsdata.txt to determine how the superseded data were derived.
 FX3309
 FX3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8129989186(NAD 83)
 FX3309_MARKER: Z = SEE DESCRIPTION
 FX3309_SETTING: 0 = UNSPECIFIED SETTING
 FX3309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3309
 FX3309  HISTORY     - Date     Condition        Report By
 FX3309  HISTORY     - 1943     MONUMENTED       CGS
 FX3309  HISTORY     - 1982     MARK NOT FOUND   USCG
 FX3309
 FX3309                          STATION DESCRIPTION
 FX3309
 FX3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3309'STATION IS ON THE NW CORNER OF VIRGINIAN COAL PIER 1, 1.5 METERS S
 FX3309'OF THE CENTER OF AN IRON MOORING POST, 1.8 METERS E OF THE FACE OF
 FX3309'THE DOCK, 4.55 METERS W OF THE NW CORNER OF THE DOCKS STEEL FRAME
 FX3309'WORK.  IT IS MARKED BY A BRASS SCREW SET IN THE WOODEN FLOORING
 FX3309'OF THE DOCK.
 FX3309
 FX3309                          STATION RECOVERY (1982)
 FX3309
 FX3309'RECOVERY NOTE BY US COAST GUARD 1982 (MAT)
 FX3309'1 HOUR SEARCH BY 3 MEN DID NOT LOCATE STATION.  PIER IN QUESTION IS
 FX3309'NOW PART OF NAVAL OPERATIONS BASE.  SUSPECT PIER WAS EXTENDED SINCE
 FX3309'1943-NOW CONCRETE WITH NUMEROUS IRON MOORING POSTS.  NO STEEL
 FX3309'FRAMEWORK IS VISIBLE.  NO WOODEN FLOORING ON DOCK-NOW CONCRETE.
 FX3309'NEW DMA MARK AUTEC 1 PUT IN SW CORNER OF PIER IN 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3896 ***********************************************************************
 GV3896  DESIGNATION -  END USE 1914
 GV3896  PID         -  GV3896
 GV3896  STATE/COUNTY-  VA/NORTHAMPTON
 GV3896  USGS QUAD   -  ELLIOTTS CREEK (1992)
 GV3896
 GV3896                         *CURRENT SURVEY CONTROL
 GV3896  ___________________________________________________________________
 GV3896* NAD 83(1993)-  37 14 07.09521(N)    076 00 53.17552(W)     ADJUSTED  
 GV3896* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3896  ___________________________________________________________________
 GV3896  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 GV3896  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 GV3896
 GV3896  HORZ ORDER  -  THIRD
 GV3896
 GV3896.The horizontal coordinates were established by classical geodetic methods
 GV3896.and adjusted by the National Geodetic Survey in September 1995..
 GV3896
 GV3896.The orthometric height was scaled from a topographic map.
 GV3896
 GV3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3896
 GV3896.The geoid height was determined by GEOID03.
 GV3896
 GV3896;                    North         East     Units Scale Factor Converg.
 GV3896;SPC VA S     - 1,102,998.160 3,720,493.927   MT  0.99994805   +1 30 30.1
 GV3896;SPC VA S     - 3,618,753.13 12,206,320.49   sFT  0.99994805   +1 30 30.1
 GV3896;UTM  18      - 4,121,458.305   409,987.387   MT  0.99969981   -0 36 50.6
 GV3896
 GV3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3896!SPC VA S     -   1.00000584  x   0.99994805  =   0.99995389
 GV3896!UTM  18      -   1.00000584  x   0.99969981  =   0.99970565
 GV3896
 GV3896                          SUPERSEDED SURVEY CONTROL
 GV3896
 GV3896  NAD 83(1993)-  37 14 07.14728(N)    076 00 53.21044(W) AD(       ) 3
 GV3896  NAD 83(1986)-  37 14 07.09923(N)    076 00 53.21044(W) AD(       ) 3
 GV3896  NAD 27      -  37 14 06.60000(N)    076 00 54.46000(W) AD(       ) 3
 GV3896
 GV3896.Superseded values are not recommended for survey control.
 GV3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3896.See file dsdata.txt to determine how the superseded data were derived.
 GV3896
 GV3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG0998721458(NAD 83)
 GV3896_MARKER: Z = SEE DESCRIPTION
 GV3896_SETTING: 0 = UNSPECIFIED SETTING
 GV3896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3896
 GV3896  HISTORY     - Date     Condition        Report By
 GV3896  HISTORY     - 1913     MONUMENTED       CGS
 GV3896  HISTORY     - 1934     MARK NOT FOUND   CGS
 GV3896  HISTORY     - 1954     MARK NOT FOUND   CGS
 GV3896
 GV3896                          STATION DESCRIPTION
 GV3896
 GV3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OWF)
 GV3896'STATION END IS A HYDROGRAPHIC SIGNAL LOCATED ABOUT 1/4
 GV3896'MILE N OF OLD PLANTATION CREEK ON A SAND BEACH AT HIGH-WATER
 GV3896'MARK.  IT WAS ESTABLISHED BY THE U.S.A. ENGINEERS.  IT
 GV3896'IS MARKED BY A CONCRETE BLOCK, SET ABOUT 4 INCHES ABOVE THE
 GV3896'GROUND, WITH U.S.A. ON THE TOP.
 GV3896'
 GV3896'THIS STATION IS REFERENCED BY A CEMENT BLOCK WITH AN NAIL
 GV3896'IN THE TOP 28.03 FEET DISTANT, MAKING AN ANGLE OF 87 DEG
 GV3896'05 MIN WITH CHERRY-STONE LIGHTHOUSE.  THIS CEMENT BLOCK
 GV3896'FOR REFERENCE MARK WAS MADE AND SET BY PARTY OF THE MATCHLESS
 GV3896'AND IS 30 INCHES LONG AND 7 BY 7 INCHES WITH SPIKE POINT FOR
 GV3896'MARK.
 GV3896
 GV3896                          STATION RECOVERY (1934)
 GV3896
 GV3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 GV3896'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND.  A DEAD
 GV3896'HOLLY TREE WITH A BLAZE WAS FOUND IN THE VICINITY AND WAS
 GV3896'PROBABLY ONE OF THE OLD REFERENCE MARKS.  THIS STATION HAS
 GV3896'PROBABLY BEEN WASHED OUT, FOR THE POINT OF LAND SHOWS EVIDENCE
 GV3896'OF SEVERE WASHING IN THE STORM OF AUGUST 1933.  IT IS POSSIBLE
 GV3896'THAT THE CONCRETE REFERENCE MARK MIGHT BE RECOVERED BY PLANE
 GV3896'TABLE LOCATION AND DIGGING, BUT THE STATION IS ALMOST CERTAINLY
 GV3896'LOST.
 GV3896
 GV3896                          STATION RECOVERY (1954)
 GV3896
 GV3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 GV3896'NO TRACE OF THE STATION OR REFERENCE POINTS COULD BE FOUND.
 GV3896'THIS MARK SHOULD BE CONSIDERED LOST THROUGH EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2194 ***********************************************************************
 GW2194  DESIGNATION -  ENGLISH
 GW2194  PID         -  GW2194
 GW2194  STATE/COUNTY-  VA/CAMPBELL
 GW2194  USGS QUAD   -  LYNCH STATION (1984)
 GW2194
 GW2194                         *CURRENT SURVEY CONTROL
 GW2194  ___________________________________________________________________
 GW2194* NAD 83(1993)-  37 07 37.66605(N)    079 17 27.52096(W)     ADJUSTED  
 GW2194* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 GW2194  ___________________________________________________________________
 GW2194  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 GW2194  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 GW2194
 GW2194  HORZ ORDER  -  THIRD
 GW2194
 GW2194.The horizontal coordinates were established by classical geodetic methods
 GW2194.and adjusted by the National Geodetic Survey in September 1995..
 GW2194
 GW2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2194
 GW2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2194
 GW2194.The geoid height was determined by GEOID03.
 GW2194
 GW2194;                    North         East     Units Scale Factor Converg.
 GW2194;SPC VA S     - 1,088,385.364 3,429,715.157   MT  0.99995415   -0 28 48.2
 GW2194;SPC VA S     - 3,570,810.98 11,252,323.81   sFT  0.99995415   -0 28 48.2
 GW2194;UTM  17      - 4,110,342.258   651,814.684   MT  0.99988392   +1 01 54.3
 GW2194
 GW2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2194!SPC VA S     -   0.99996519  x   0.99995415  =   0.99991935
 GW2194!UTM  17      -   0.99996519  x   0.99988392  =   0.99984912
 GW2194
 GW2194|---------------------------------------------------------------------|
 GW2194| PID    Reference Object                     Distance      Geod. Az  |
 GW2194|                                                           dddmmss.s |
 GW2194| DC3340 ENGLISH RM 2                         30.501 METERS 02630     |
 GW2194| DC3339 ENGLISH RM 1                         20.308 METERS 10842     |
 GW2194| GW2193 ALTAVISTA MUNICIPAL STANDPIPE        52.266 METERS 11115     |
 GW2194| GW2200 REARSON RESET                       APPROX.14.1 KM 1874517.6 |
 GW2194| GW2198 ALTAVISTA STAUNTON FINISH STK       APPROX. 3.9 KM 2051343.0 |
 GW2194|---------------------------------------------------------------------|
 GW2194
 GW2194                          SUPERSEDED SURVEY CONTROL
 GW2194
 GW2194  NAD 83(1993)-  37 07 37.67352(N)    079 17 27.50997(W) AD(       ) 3
 GW2194  NAD 83(1986)-  37 07 37.67423(N)    079 17 27.53001(W) AD(       ) 3
 GW2194  NAD 27      -  37 07 37.14760(N)    079 17 28.45616(W) AD(       ) 3
 GW2194  NGVD 29 (07/19/86)  253.9    (m)          833.     (f) VERT ANG       
 GW2194
 GW2194.Superseded values are not recommended for survey control.
 GW2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2194.See file dsdata.txt to determine how the superseded data were derived.
 GW2194
 GW2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB5181510342(NAD 83)
 GW2194_MARKER: DS = TRIANGULATION STATION DISK
 GW2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2194
 GW2194  HISTORY     - Date     Condition        Report By
 GW2194  HISTORY     - 1964     MONUMENTED       CGS
 GW2194
 GW2194                          STATION DESCRIPTION
 GW2194
 GW2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2194'THE STATION IS ABOUT 1 MILE NORTH OF THE BUSINESS DISTRICT OF
 GW2194'ALTAVISTA, ABOUT 150 FEET WEST OF THE MUNICIPAL STANDPIPE AND
 GW2194'ON THE PROPERTY OF MR. E.R. ENGLISH OF ALTAVISTA.
 GW2194'
 GW2194'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE HIGHWAY
 GW2194'43 AT THE NORTH END OF A BRIDGE IN ALTAVISTA, GO NORTHERLY ON
 GW2194'HIGHWAY 29 FOR 0.9 MILE TO A SIDE STREET LEFT.  TURN LEFT AND
 GW2194'GO WESTERLY ON LOLA AVENUE FOR 0.55 MILE TO A FORK.  TAKE THE
 GW2194'LEFT FORK AND CONTINUE WESTERLY ON A PAVED ROAD FOR 0.3 MILE
 GW2194'TO A FORK JUST EAST OF THE NATIONAL GUARD ARMORY.  TAKE THE
 GW2194'RIGHT FORK AND GO NORTHERLY ON A PAVED STREET FOR 0.2 MILE
 GW2194'TO THE MUNICIPAL STANDPIPE AND THE STATION ON THE LEFT.
 GW2194'
 GW2194'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 GW2194'STAMPED ENGLISH 1964 SET IN THE TOP OF A SQUARE CONCRETE
 GW2194'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 GW2194'135 FEET WEST OF THE WEST EDGE OF THE STANDPIPE, 60 FEET SOUTHWEST
 GW2194'OF THE APPROXIMATE CENTER OF A TRACK ROAD, 27 FEET NORTHEAST OF
 GW2194'A PILE OF ROCKS AND 5 FEET SOUTHEAST OF A 6 INCH PINE TREE.
 GW2194'
 GW2194'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ENGLISH NO 1 1964
 GW2194'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 GW2194'WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET WEST OF THE WEST
 GW2194'EDGE OF THE STANDPIPE AND 17 FEET SOUTHWEST OF THE APPROXIMATE
 GW2194'CENTER OF THE TRACK ROAD.
 GW2194'
 GW2194'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ENGLISH NO 2 1964
 GW2194'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GW2194'THE SURFACE OF THE GROUND.  IT IS 7 FEET NORTHEAST OF THE
 GW2194'APPROXIMATE CENTER OF THE TRACK ROAD AND 2 FEET SOUTHEAST OF
 GW2194'A 4 INCH PINE TREE.
 GW2194'
 GW2194'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 GW2194'
 GW2194'HEIGHT OF LIGHT ABOVE STATION MARK 22.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8402 ***********************************************************************
 HV8402  DESIGNATION -  ENGLISH
 HV8402  PID         -  HV8402
 HV8402  STATE/COUNTY-  VA/FAIRFAX
 HV8402  USGS QUAD   -  FAIRFAX (1994)
 HV8402
 HV8402                         *CURRENT SURVEY CONTROL
 HV8402  ___________________________________________________________________
 HV8402* NAD 83(1993)-  38 45 05.33335(N)    077 18 56.59780(W)     ADJUSTED  
 HV8402* NAVD 88     -       105.662  (meters)     346.66   (feet)  ADJUSTED  
 HV8402  ___________________________________________________________________
 HV8402  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HV8402  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV8402  DYNAMIC HT  -         105.603 (meters)     346.47  (feet)  COMP
 HV8402  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 HV8402
 HV8402  HORZ ORDER  -  SECOND
 HV8402  VERT ORDER  -  THIRD
 HV8402
 HV8402.The horizontal coordinates were established by classical geodetic methods
 HV8402.and adjusted by the National Geodetic Survey in November 1994..
 HV8402
 HV8402.The orthometric height was determined by differential leveling
 HV8402.and adjusted by the National Geodetic Survey in September 2004..
 HV8402.No vertical observational check was made to the station.
 HV8402
 HV8402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8402
 HV8402.The geoid height was determined by GEOID03.
 HV8402
 HV8402.The dynamic height is computed by dividing the NAVD 88
 HV8402.geopotential number by the normal gravity value computed on the
 HV8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8402.degrees latitude (g = 980.6199 gals.).
 HV8402
 HV8402.The modeled gravity was interpolated from observed gravity values.
 HV8402
 HV8402;                    North         East     Units Scale Factor Converg.
 HV8402;SPC VA N     - 2,121,077.517 3,602,939.797   MT  0.99995111   +0 44 20.9
 HV8402;SPC VA N     - 6,958,901.82 11,820,644.98   sFT  0.99995111   +0 44 20.9
 HV8402;UTM  18      - 4,291,745.062   298,766.059   MT  1.00009869   -1 26 60.0
 HV8402
 HV8402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8402!SPC VA N     -   0.99998843  x   0.99995111  =   0.99993954
 HV8402!UTM  18      -   0.99998843  x   1.00009869  =   1.00008712
 HV8402
 HV8402                          SUPERSEDED SURVEY CONTROL
 HV8402
 HV8402  NAD 83(1993)-  38 45 05.33175(N)    077 18 56.60385(W) AD(       ) 2
 HV8402  NAD 83(1986)-  38 45 05.33236(N)    077 18 56.61079(W) AD(       ) 2
 HV8402  NGVD 29 (01/12/90)  106.     (m)          348.     (f) VERT ANG       
 HV8402
 HV8402.Superseded values are not recommended for survey control.
 HV8402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8402.See file dsdata.txt to determine how the superseded data were derived.
 HV8402
 HV8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9876691745(NAD 83)
 HV8402_MARKER: DD = SURVEY DISK
 HV8402_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8402_SP_SET: IRREGULAR CONCRETE MASS
 HV8402_STAMPING: ENGLISH 1969
 HV8402_MARK LOGO: VA-059
 HV8402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8402
 HV8402  HISTORY     - Date     Condition        Report By
 HV8402  HISTORY     - 1969     MONUMENTED       VA-059
 HV8402  HISTORY     - 1969     GOOD             VA-059
 HV8402  HISTORY     - 1974     GOOD             VA-059
 HV8402  HISTORY     - 19920120 GOOD             MSI
 HV8402
 HV8402                          STATION DESCRIPTION
 HV8402
 HV8402'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8402'THE STATION IS 1.0 MILE SOUTH OF BURKE LAKE AT THE ENGLISH HILLS
 HV8402'SUBDIVISION ALONG HENDERSON ROAD, ROUTE 643, 0.8 MILES WEST OF
 HV8402'INTERSECTION OF HENDERSON ROAD AND OX ROAD, ROUTE 123.  27.5 FEET
 HV8402'SOUTH AND ABOUT 8.0 FEET HIGHER THAN CENTER ROAD OPPOSITE, 42.2 FEET
 HV8402'EAST OF VEPCO POLE QP21, IN CONCRETE MASS.
 HV8402'
 HV8402'STATION IS STANDARD DISK STAMPED---ENGLISH 1969---.
 HV8402
 HV8402                          STATION RECOVERY (1969)
 HV8402
 HV8402'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8402'RECOVERED IN GOOD CONDITION.
 HV8402
 HV8402                          STATION RECOVERY (1974)
 HV8402
 HV8402'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8402'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8402'DESCRIPTION.
 HV8402
 HV8402                          STATION RECOVERY (1992)
 HV8402
 HV8402'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8402'THE STATION IS 1.0 MILE (1.6 KM) SOUTH OF BURKE LAKE AT THE ENGLISH
 HV8402'HILLS SUBDIVISION ALONG HENDERSON ROAD, ROUTE 643, 0.8 MILES (1.3 KM)
 HV8402'WEST OF INTERSECTION OF HENDERSON ROAD AND OX ROAD, ROUTE 123.  27.5
 HV8402'FEET (8.4 M) SOUTH AND ABOUT 8.0 FEET (2.4 M) HIGHER THAN CENTER ROAD
 HV8402'OPPOSITE, 42.2 FEET (12.9 M) EAST OF VEPCO POLE QP21, IN CONCRETE
 HV8402'MASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5487 ***********************************************************************
 HV5487  DESIGNATION -  ENNIS
 HV5487  PID         -  HV5487
 HV5487  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5487  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5487
 HV5487                         *CURRENT SURVEY CONTROL
 HV5487  ___________________________________________________________________
 HV5487* NAD 83(1993)-  38 16 38.86247(N)    077 28 51.35618(W)     ADJUSTED  
 HV5487* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 HV5487  ___________________________________________________________________
 HV5487  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HV5487  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV5487
 HV5487  HORZ ORDER  -  FIRST
 HV5487
 HV5487.The horizontal coordinates were established by classical geodetic methods
 HV5487.and adjusted by the National Geodetic Survey in November 1994..
 HV5487
 HV5487.The orthometric height was scaled from a topographic map.
 HV5487
 HV5487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5487
 HV5487.The geoid height was determined by GEOID03.
 HV5487
 HV5487;                    North         East     Units Scale Factor Converg.
 HV5487;SPC VA N     - 2,068,291.767 3,589,164.065   MT  0.99996589   +0 38 09.7
 HV5487;SPC VA N     - 6,785,720.57 11,775,449.10   sFT  0.99996589   +0 38 09.7
 HV5487;UTM  18      - 4,239,512.227   282,988.088   MT  1.00018002   -1 32 14.9
 HV5487
 HV5487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5487!SPC VA N     -   0.99999353  x   0.99996589  =   0.99995942
 HV5487!UTM  18      -   0.99999353  x   1.00018002  =   1.00017355
 HV5487
 HV5487:                Primary Azimuth Mark                     Grid Az
 HV5487:SPC VA N     -  FREDERICKSBURG AMER VISCO STK            082 53 22.6
 HV5487:UTM  18      -  FREDERICKSBURG AMER VISCO STK            085 03 47.2
 HV5487
 HV5487|---------------------------------------------------------------------|
 HV5487| PID    Reference Object                     Distance      Geod. Az  |
 HV5487|                                                           dddmmss.s |
 HV5487| HV5497 FREDERICKSBURG AMER VISCO STK       APPROX. 2.8 KM 0833132.3 |
 HV5487| DC6246 ENNIS RM 1 AZIMUTH                                 2155306.6 |
 HV5487| HV3052 ENNIS RM 2                           34.440 METERS 21912     |
 HV5487| HV3049 ENNIS RM 3                           23.442 METERS 35123     |
 HV5487|---------------------------------------------------------------------|
 HV5487
 HV5487                          SUPERSEDED SURVEY CONTROL
 HV5487
 HV5487  NAD 83(1993)-  38 16 38.86384(N)    077 28 51.36987(W) AD(       ) 1
 HV5487  NAD 83(1986)-  38 16 38.86333(N)    077 28 51.36945(W) AD(       ) 1
 HV5487  NAD 27      -  38 16 38.39900(N)    077 28 52.42400(W) AD(       ) 1
 HV5487
 HV5487.Superseded values are not recommended for survey control.
 HV5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5487.See file dsdata.txt to determine how the superseded data were derived.
 HV5487
 HV5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8298839512(NAD 83)
 HV5487_MARKER: DS = TRIANGULATION STATION DISK
 HV5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5487
 HV5487  HISTORY     - Date     Condition        Report By
 HV5487  HISTORY     - 1934     MONUMENTED       CGS
 HV5487  HISTORY     - 1942     GOOD             CGS
 HV5487  HISTORY     - 1959     GOOD             CGS
 HV5487  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV5487  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 HV5487
 HV5487                          STATION DESCRIPTION
 HV5487
 HV5487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5487'THIS IS A FIRST-ORDER STATION LOCATED 2.2 MILES S OF FREDERICKSBURG
 HV5487'VIRGINIA, 13.40 METERS E OF THE CENTER LINE OF THE PAVED ROAD,
 HV5487'1 FOOT N OF A FENCE LINE, 3.5 METERS E OF THE FENCE CORNER OF
 HV5487'THE HIGHWAY PROPERTY AND DAVID ENNIS.  MARK PROJECTS 10
 HV5487'INCHES.
 HV5487'
 HV5487'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HV5487'BRONZE DISKS SET IN CONCRETE.
 HV5487'
 HV5487'REFERENCE MARK NO. 1 IS LOCATED AT TRANSFORMER STATION.
 HV5487'
 HV5487'REFERENCE MARK NO. 2 IS ON THE HIGHWAY PROPERTY LINE, 3 FEET
 HV5487'N OF A TELEPHONE POLE.  STANDING ON THE MARK YOU CAN LOOK
 HV5487'STRAIGHT THROUGH A WHITE HOUSE THROUGH THE FRONT DOOR AND OUT
 HV5487'THE BACK.  MARK PROJECTS 6 INCHES.
 HV5487'
 HV5487'REFERENCE MARK NO. 3 IS 4 PACES E AND 2 PACES S OF TELEPHONE
 HV5487'POLE NO. 61 VER ON THE HIGHEST PART OF THE HILL, 3 PACES E
 HV5487'OF THE TOP OF THE HIGHWAY CUT, 2 PACES W OF A SIGN (MARY
 HV5487'WASHINGTON INN).  MARK PROJECTS 6 INCHES.
 HV5487'
 HV5487'A 64-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 HV5487'
 HV5487'NO CUT INS V.G.
 HV5487
 HV5487                          STATION RECOVERY (1942)
 HV5487
 HV5487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5487'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 HV5487'THE FOLLOWING IS A NEW DESCRIPTION--THE STATION IS LOCATED
 HV5487'2.2 MILES S OF FREDERICKBURG, 40 FEET E OF CENTER LINE OF
 HV5487'U.S. HIGHWAY 1, 10 FEET E OF THE FENCE CORNER OF THE HIGHWAY
 HV5487'PROPERTY AND DAVID ENNIS.  THE MARK PROJECTS 6 INCHES AND IS
 HV5487'STAMPED ENNIS 1934.
 HV5487'
 HV5487'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.5 MILE SW OF STATION
 HV5487'AT A TRANSFORMER STATION, 4 FEET N OF POLE NO. 2122 B.  THE
 HV5487'MARK PROJECTS 4 INCHES AND IS STAMPED ENNIS 1934.  TO REACH
 HV5487'GO S ON U.S. HIGHWAY 1 FOR 0.2 MILE, TURN RIGHT W ON GIBSON
 HV5487'STREET FOR 0.15 MILE TO TWO LARGE CABLE LINES, TURN LEFT S AND GO
 HV5487'0.1 MILE ALONG CABLE LINE AND TRAIL TO MARK.  MARK IS NOT
 HV5487'VISIBLE FROM GROUND AS HOUSE HAS BEEN BUILT ON LINE.
 HV5487'
 HV5487'REFERENCE MARK NO. 2 IS LOCATED 112 FEET SW OF STATION ON HIGHWAY
 HV5487'PROPERTY LINE, AND 3 FEET N OF TELEPHONE POLE.  MARK PROJECTS
 HV5487'6 INCHES AND IS STAMPED ENNIS 1934.
 HV5487'
 HV5487'REFERENCE MARK NO. 3 IS LOCATED 76 FEET N OF STATION, 12 FEET
 HV5487'ESE OF TELEPHONE POLE AND ON THE HIGHEST POINT OF HILL.  MARK
 HV5487'PROJECTS 6 INCHES AND IS STAMPED ENNIS 1934.
 HV5487'
 HV5487'TO REACH STATION FROM FREDERICKSBURG RAILROAD STATION AND
 HV5487'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 17, GO S ON
 HV5487'U.S. HIGHWAY 1 FOR 2.2 MILES TO STATION ON LEFT (E) SIDE OF
 HV5487'ROAD.
 HV5487'
 HV5487'DISTANCES CHECK WITH ORIGINAL DESCRIPTION.
 HV5487'
 HV5487'STATION NOT OCCUPIED.
 HV5487
 HV5487                          STATION RECOVERY (1959)
 HV5487
 HV5487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5487'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HV5487'FOUND IN GOOD CONDITION.  DUE TO A HIGH-LINE OVER STATION MARK
 HV5487'AND ABOUT A 5 FOOT EMBANKMENT NEAR THE WEST SIDE OF STATION
 HV5487'A TOWER COULD NOT BE BUILT OVER THE STATION MARK.  THEREFORE
 HV5487'A ENNIS 2 WAS ESTABLISHED.  THE 1934 AZIMUTH MARK WAS OBSTRUCTED
 HV5487'BY A HOUSE IN LINE WITH THE STATION, THEREFORE A NEW AZIMUTH
 HV5487'MARK WAS ESTABLISHED AND THE 1934 AZIMUTH MARK DESTROYED.
 HV5487
 HV5487                          STATION RECOVERY (1998)
 HV5487
 HV5487'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5487'MARK NOT FOUND.
 HV5487
 HV5487                          STATION RECOVERY (2005)
 HV5487
 HV5487'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV5487'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3053 ***********************************************************************
 HV3053  DESIGNATION -  ENNIS 2 AZ MK
 HV3053  PID         -  HV3053
 HV3053  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3053  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3053
 HV3053                         *CURRENT SURVEY CONTROL
 HV3053  ___________________________________________________________________
 HV3053* NAD 83(1986)-  38 16 25.     (N)    077 28 55.     (W)     SCALED    
 HV3053* NAVD 88     -        73.293  (meters)     240.46   (feet)  POSTED    
 HV3053  ___________________________________________________________________
 HV3053  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3053  DYNAMIC HT  -          73.250 (meters)     240.32  (feet)  COMP
 HV3053  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 HV3053
 HV3053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HV3053
 HV3053.The horizontal coordinates were scaled from a topographic map and have
 HV3053.an estimated accuracy of +/- 6 seconds.
 HV3053
 HV3053.The orthometric height was determined by differential leveling
 HV3053.and adjusted by the National Geodetic Survey in 1992..
 HV3053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HV3053.rate of 0.0 thru 1.0 mm/km.
 HV3053
 HV3053.The geoid height was determined by GEOID03.
 HV3053
 HV3053.The dynamic height is computed by dividing the NAVD 88
 HV3053.geopotential number by the normal gravity value computed on the
 HV3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3053.degrees latitude (g = 980.6199 gals.).
 HV3053
 HV3053.The modeled gravity was interpolated from observed gravity values.
 HV3053
 HV3053;                    North         East    Units  Estimated Accuracy
 HV3053;SPC VA N     - 2,067,860.    3,589,080.      MT  (+/- 180 meters Scaled)
 HV3053
 HV3053                          SUPERSEDED SURVEY CONTROL
 HV3053
 HV3053  NGVD 29 (??/??/??)   73.575  (m)          241.39   (f) ADJUSTED    2 0
 HV3053
 HV3053.Superseded values are not recommended for survey control.
 HV3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3053.See file dsdata.txt to determine how the superseded data were derived.
 HV3053
 HV3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH828390(NAD 83)
 HV3053_MARKER: DZ = AZIMUTH MARK DISK
 HV3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3053_STAMPING: ENNIS 2 1959
 HV3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3053+STABILITY: SURFACE MOTION
 HV3053
 HV3053  HISTORY     - Date     Condition        Report By
 HV3053  HISTORY     - 1959     MONUMENTED       CGS
 HV3053  HISTORY     - 1960     GOOD             CGS
 HV3053  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3053  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3053  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 HV3053
 HV3053                          STATION DESCRIPTION
 HV3053
 HV3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3053'2.5 MI SW FROM FREDERICKSBURG.
 HV3053'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE RICHMOND
 HV3053'FREDERICKSBURG AND POTOMAC RAILROAD STATION AT FREDERICKSBURG, 41
 HV3053'FEET EAST-SOUTHEAST OF THE CENTER LINE OF LAFAYETTE BLVD. (U.S.
 HV3053'HIGHWAY 1), 127 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF FOREST
 HV3053'AVE. LEADING EAST-SOUTHEAST, 56 FEET SOUTHWEST OF THE SOUTH
 HV3053'CORNER OF RED BRICK HOUSE AT NUMBER 2401 LAFAYETTE BLVD., 3 FEET
 HV3053'NORTH-NORTHEAST OF POWER LINE POLE 67, 74 YARDS NORTH-NORTHEAST
 HV3053'OF ENTER CITY OF FREDERICKSBURG - LEAVE SPOTSYLVANIA COUNTY
 HV3053'SIGN, 2 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST, ABOUT 1/2
 HV3053'FOOT BELOW THE LEVEL OF THE BLVD., AND SET IN TOP OF A CONCRETE
 HV3053'POST PROJECTING 1 INCH.
 HV3053
 HV3053                          STATION RECOVERY (1984)
 HV3053
 HV3053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3053'MARK NOT FOUND.
 HV3053
 HV3053                          STATION RECOVERY (1998)
 HV3053
 HV3053'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3053'MARK NOT FOUND.
 HV3053
 HV3053                          STATION RECOVERY (2005)
 HV3053
 HV3053'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3053'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3050 ***********************************************************************
 HV3050  DESIGNATION -  ENNIS 2 RM 4
 HV3050  PID         -  HV3050
 HV3050  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3050  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3050
 HV3050                         *CURRENT SURVEY CONTROL
 HV3050  ___________________________________________________________________
 HV3050* NAD 83(1986)-  38 16 38.     (N)    077 28 51.     (W)     SCALED    
 HV3050* NAVD 88     -        73.203  (meters)     240.17   (feet)  POSTED    
 HV3050  ___________________________________________________________________
 HV3050  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3050  DYNAMIC HT  -          73.160 (meters)     240.03  (feet)  COMP
 HV3050  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 HV3050
 HV3050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HV3050
 HV3050.The horizontal coordinates were scaled from a topographic map and have
 HV3050.an estimated accuracy of +/- 6 seconds.
 HV3050
 HV3050.The orthometric height was determined by differential leveling
 HV3050.and adjusted by the National Geodetic Survey in 1992..
 HV3050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HV3050.rate of 0.0 thru 1.0 mm/km.
 HV3050
 HV3050.The geoid height was determined by GEOID03.
 HV3050
 HV3050.The dynamic height is computed by dividing the NAVD 88
 HV3050.geopotential number by the normal gravity value computed on the
 HV3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3050.degrees latitude (g = 980.6199 gals.).
 HV3050
 HV3050.The modeled gravity was interpolated from observed gravity values.
 HV3050
 HV3050;                    North         East    Units  Estimated Accuracy
 HV3050;SPC VA N     - 2,068,270.    3,589,170.      MT  (+/- 180 meters Scaled)
 HV3050
 HV3050                          SUPERSEDED SURVEY CONTROL
 HV3050
 HV3050  NGVD 29 (??/??/??)   73.484  (m)          241.09   (f) ADJUSTED    2 0
 HV3050
 HV3050.Superseded values are not recommended for survey control.
 HV3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3050.See file dsdata.txt to determine how the superseded data were derived.
 HV3050
 HV3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH829394(NAD 83)
 HV3050_MARKER: DR = REFERENCE MARK DISK
 HV3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3050_STAMPING: ENNIS 2 NO 4 1959
 HV3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3050+STABILITY: SURFACE MOTION
 HV3050
 HV3050  HISTORY     - Date     Condition        Report By
 HV3050  HISTORY     - 1959     MONUMENTED       CGS
 HV3050  HISTORY     - 1960     GOOD             CGS
 HV3050  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3050  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3050  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 HV3050
 HV3050                          STATION DESCRIPTION
 HV3050
 HV3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3050'2.2 MI SW FROM FREDERICKSBURG.
 HV3050'111.3 FEET EAST OF TRIANGULATION STATION ENNIS 2, DESCRIBED, 170
 HV3050'FEET EAST OF THE CENTER LINE OF LAFAYETTE BLVD., 11 FEET SOUTHWEST
 HV3050'OF CENTER LINE OF DRIVE OR TRAIL ROAD LEADING SOUTHEAST, 68 1/2
 HV3050'FEET SOUTHEAST OF THE CENTER OF A WELL WITH IRON PUMP, 102 FEET
 HV3050'SOUTHEAST OF THE SOUTHWEST FRONT OF PORCH CORNER OF HOUSE AT
 HV3050'NUMBER 2001 LAFAYETTE BLVD., 146.8 FEET EAST-SOUTHEAST OF R M 3,
 HV3050'ABOUT LEVEL WITH TRAIL ROAD LEADING SOUTHEAST AND NORTHWEST, ABOUT
 HV3050'4 FEET ABOVE THE LEVEL OF BLVD., AND SET IN TOP OF A CONCRETE
 HV3050'POST PROJECTING 2 INCHES.
 HV3050
 HV3050                          STATION RECOVERY (1984)
 HV3050
 HV3050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3050'MARK NOT FOUND.
 HV3050
 HV3050                          STATION RECOVERY (1998)
 HV3050
 HV3050'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3050'MARK NOT FOUND.
 HV3050
 HV3050                          STATION RECOVERY (2005)
 HV3050
 HV3050'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3050'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3052 ***********************************************************************
 HV3052  DESIGNATION -  ENNIS RM 2
 HV3052  PID         -  HV3052
 HV3052  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3052  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3052
 HV3052                         *CURRENT SURVEY CONTROL
 HV3052  ___________________________________________________________________
 HV3052* NAD 83(1986)-  38 16 38.     (N)    077 28 51.     (W)     SCALED    
 HV3052* NAVD 88     -        72.063  (meters)     236.43   (feet)  POSTED    
 HV3052  ___________________________________________________________________
 HV3052  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3052  DYNAMIC HT  -          72.020 (meters)     236.29  (feet)  COMP
 HV3052  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 HV3052
 HV3052  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HV3052
 HV3052.The horizontal coordinates were scaled from a topographic map and have
 HV3052.an estimated accuracy of +/- 6 seconds.
 HV3052
 HV3052.The orthometric height was determined by differential leveling
 HV3052.and adjusted by the National Geodetic Survey in 1992..
 HV3052.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HV3052.rate of 0.0 thru 1.0 mm/km.
 HV3052
 HV3052.The geoid height was determined by GEOID03.
 HV3052
 HV3052.The dynamic height is computed by dividing the NAVD 88
 HV3052.geopotential number by the normal gravity value computed on the
 HV3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3052.degrees latitude (g = 980.6199 gals.).
 HV3052
 HV3052.The modeled gravity was interpolated from observed gravity values.
 HV3052
 HV3052;                    North         East    Units  Estimated Accuracy
 HV3052;SPC VA N     - 2,068,270.    3,589,170.      MT  (+/- 180 meters Scaled)
 HV3052
 HV3052                          SUPERSEDED SURVEY CONTROL
 HV3052
 HV3052  NGVD 29 (??/??/??)   72.344  (m)          237.35   (f) ADJUSTED    2 0
 HV3052
 HV3052.Superseded values are not recommended for survey control.
 HV3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3052.See file dsdata.txt to determine how the superseded data were derived.
 HV3052
 HV3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH829394(NAD 83)
 HV3052_MARKER: DR = REFERENCE MARK DISK
 HV3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3052_STAMPING: ENNIS NO 2 1934
 HV3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3052+STABILITY: SURFACE MOTION
 HV3052
 HV3052  HISTORY     - Date     Condition        Report By
 HV3052  HISTORY     - 1934     MONUMENTED       CGS
 HV3052  HISTORY     - 1960     GOOD             CGS
 HV3052  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3052  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3052  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 HV3052
 HV3052                          STATION DESCRIPTION
 HV3052
 HV3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3052'2.2 MI SW FROM FREDERICKSBURG.
 HV3052'149.4 FEET SOUTH-SOUTHWEST OF AND ACROSS LAFAYETTE BLVD. (U.S.
 HV3052'HIGHWAY 1) FROM TRIANGULATION STATION ENNIS 2, DESCRIBED, 30
 HV3052'FEET WEST OF THE CENTER LINE OF BLVD., 56 FEET WEST OF AND ACROSS
 HV3052'THE BLVD, FROM A FIRE HYDRANT, ACROSS THE BLVD. FROM A ESSO
 HV3052'SERVICE STATION, IN FRONT OF HOUSE AT 2008 LAFAYETTE BLVD.,
 HV3052'150 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF H.C. SUPERMARKET
 HV3052'BUILDING, ABOUT 1 FOOT BELOW THE LEVEL OF BLVD., AND SET IN TOP
 HV3052'OF A CONCRETE POST PROJECTING 3 INCHES.
 HV3052
 HV3052                          STATION RECOVERY (1984)
 HV3052
 HV3052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3052'MARK NOT FOUND.
 HV3052
 HV3052                          STATION RECOVERY (1998)
 HV3052
 HV3052'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3052'MARK NOT FOUND.
 HV3052
 HV3052                          STATION RECOVERY (2005)
 HV3052
 HV3052'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3052'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3049 ***********************************************************************
 HV3049  DESIGNATION -  ENNIS RM 3
 HV3049  PID         -  HV3049
 HV3049  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3049  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3049
 HV3049                         *CURRENT SURVEY CONTROL
 HV3049  ___________________________________________________________________
 HV3049* NAD 83(1986)-  38 16 38.     (N)    077 28 51.     (W)     SCALED    
 HV3049* NAVD 88     -        74.073  (meters)     243.02   (feet)  POSTED    
 HV3049  ___________________________________________________________________
 HV3049  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3049  DYNAMIC HT  -          74.030 (meters)     242.88  (feet)  COMP
 HV3049  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 HV3049
 HV3049  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HV3049
 HV3049.The horizontal coordinates were scaled from a topographic map and have
 HV3049.an estimated accuracy of +/- 6 seconds.
 HV3049
 HV3049.The orthometric height was determined by differential leveling
 HV3049.and adjusted by the National Geodetic Survey in 1992..
 HV3049.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HV3049.rate of 0.0 thru 1.0 mm/km.
 HV3049
 HV3049.The geoid height was determined by GEOID03.
 HV3049
 HV3049.The dynamic height is computed by dividing the NAVD 88
 HV3049.geopotential number by the normal gravity value computed on the
 HV3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3049.degrees latitude (g = 980.6199 gals.).
 HV3049
 HV3049.The modeled gravity was interpolated from observed gravity values.
 HV3049
 HV3049;                    North         East    Units  Estimated Accuracy
 HV3049;SPC VA N     - 2,068,270.    3,589,170.      MT  (+/- 180 meters Scaled)
 HV3049
 HV3049                          SUPERSEDED SURVEY CONTROL
 HV3049
 HV3049  NGVD 29 (??/??/??)   74.355  (m)          243.95   (f) ADJUSTED    2 0
 HV3049
 HV3049.Superseded values are not recommended for survey control.
 HV3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3049.See file dsdata.txt to determine how the superseded data were derived.
 HV3049
 HV3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH829394(NAD 83)
 HV3049_MARKER: DR = REFERENCE MARK DISK
 HV3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3049_STAMPING: ENNIS NO 3 1934
 HV3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3049+STABILITY: SURFACE MOTION
 HV3049
 HV3049  HISTORY     - Date     Condition        Report By
 HV3049  HISTORY     - 1934     MONUMENTED       CGS
 HV3049  HISTORY     - 1960     GOOD             CGS
 HV3049  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3049  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3049  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 HV3049
 HV3049                          STATION DESCRIPTION
 HV3049
 HV3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3049'2.2 MI SW FROM FREDERICKSBURG.
 HV3049'49.4 FEET NORTHWEST OF TRIANGULATION STATION ENNIS 2, DESCRIBED,
 HV3049'32 FEET EAST OF THE CENTER LINE OF LAFAYETTE BLVD. (HIGHWAY 1),
 HV3049'10 1/2 FEET SOUTHEAST OF POWER LINE POLE 61, 146.8 FEET
 HV3049'WEST-NORTHWEST OF R M 4, ABOUT 4 FEET ABOVE THE LEVEL OF THE BLVD.,
 HV3049'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HV3049
 HV3049                          STATION RECOVERY (1984)
 HV3049
 HV3049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3049'MARK NOT FOUND.
 HV3049
 HV3049                          STATION RECOVERY (1998)
 HV3049
 HV3049'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3049'MARK NOT FOUND.
 HV3049
 HV3049                          STATION RECOVERY (2005)
 HV3049
 HV3049'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV3049'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5464 ***********************************************************************
 GV5464  DESIGNATION -  EPPES IS LARGE WHITE HSE CHIM
 GV5464  PID         -  GV5464
 GV5464  STATE/COUNTY-  VA/CHARLES CITY
 GV5464  USGS QUAD   -  HOPEWELL (1994)
 GV5464
 GV5464                         *CURRENT SURVEY CONTROL
 GV5464  ___________________________________________________________________
 GV5464* NAD 83(1993)-  37 19 36.21799(N)    077 15 55.51944(W)     ADJUSTED  
 GV5464* NAVD 88     -                                                        
 GV5464  ___________________________________________________________________
 GV5464  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 GV5464  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GV5464
 GV5464  HORZ ORDER  -  THIRD
 GV5464
 GV5464.The horizontal coordinates were established by classical geodetic methods
 GV5464.and adjusted by the National Geodetic Survey in September 1995..
 GV5464
 GV5464
 GV5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5464
 GV5464.The geoid height was determined by GEOID03.
 GV5464
 GV5464;                    North         East     Units Scale Factor Converg.
 GV5464;SPC VA S     - 1,110,956.951 3,609,410.794   MT  0.99994565   +0 44 57.5
 GV5464;SPC VA S     - 3,644,864.60 11,841,875.25   sFT  0.99994565   +0 44 57.5
 GV5464;UTM  18      - 4,133,525.079   299,283.420   MT  1.00009629   -1 22 26.8
 GV5464
 GV5464                          SUPERSEDED SURVEY CONTROL
 GV5464
 GV5464  NAD 83(1993)-  37 19 36.21867(N)    077 15 55.51943(W) AD(       ) 4
 GV5464  NAD 83(1986)-  37 19 36.22383(N)    077 15 55.53716(W) AD(       ) 4
 GV5464  NAD 27      -  37 19 35.69000(N)    077 15 56.62000(W) AD(       ) 3
 GV5464
 GV5464.Superseded values are not recommended for survey control.
 GV5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5464.See file dsdata.txt to determine how the superseded data were derived.
 GV5464
 GV5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9928333525(NAD 83)
 GV5464_MARKER: 85 = CHIMNEY
 GV5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5464+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV5464
 GV5464  HISTORY     - Date     Condition        Report By
 GV5464  HISTORY     - 1942     FIRST OBSERVED   CGS
 GV5464  HISTORY     - 19960312 MARK NOT FOUND   USPSQD
 GV5464  HISTORY     - 20000927 GOOD             USPSQD
 GV5464  HISTORY     - 20010331 GOOD             NGS
 GV5464
 GV5464                          STATION DESCRIPTION
 GV5464
 GV5464'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5464'OBJECT OBSERVED WAS CENTER OF CHIMNEY AT THE CENTER OF A LARGE
 GV5464'WHITE HOUSE APPROXIMATELY 75 METERS E OF J.E.A. (U.S.E.D.) 1942.
 GV5464'HOUSE IS ON EXTREME WESTERLY END OF EPPES ISLAND, 0.6 MILE NE
 GV5464'OF NORTHERLY TIP OF CITY POINT, HOPEWELL, VA.  HOUSE IS JUST
 GV5464'INLAND FROM 20-FOOT BLUFF AND ONLY PROMINENT HOUSE ON THE POINT
 GV5464'OF LAND.
 GV5464
 GV5464                          STATION RECOVERY (1996)
 GV5464
 GV5464'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5464'MARK NOT FOUND.
 GV5464
 GV5464                          STATION RECOVERY (2000)
 GV5464
 GV5464'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5464'RECOVERED IN GOOD CONDITION.
 GV5464
 GV5464                          STATION RECOVERY (2001)
 GV5464
 GV5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5355 ***********************************************************************
 GV5355  DESIGNATION -  EPPES RESET
 GV5355  PID         -  GV5355
 GV5355  STATE/COUNTY-  VA/CHARLES CITY
 GV5355  USGS QUAD   -  WESTOVER (1994)
 GV5355
 GV5355                         *CURRENT SURVEY CONTROL
 GV5355  ___________________________________________________________________
 GV5355* NAD 83(1993)-  37 19 22.10816(N)    077 14 15.98199(W)     ADJUSTED  
 GV5355* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5355  ___________________________________________________________________
 GV5355  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GV5355  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GV5355
 GV5355  HORZ ORDER  -  THIRD
 GV5355
 GV5355.The horizontal coordinates were established by classical geodetic methods
 GV5355.and adjusted by the National Geodetic Survey in September 1995..
 GV5355
 GV5355.The orthometric height was scaled from a topographic map.
 GV5355
 GV5355.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5355
 GV5355.The geoid height was determined by GEOID03.
 GV5355
 GV5355;                    North         East     Units Scale Factor Converg.
 GV5355;SPC VA S     - 1,110,554.428 3,611,866.801   MT  0.99994570   +0 45 57.9
 GV5355;SPC VA S     - 3,643,543.99 11,849,933.00   sFT  0.99994570   +0 45 57.9
 GV5355;UTM  18      - 4,133,031.763   301,723.179   MT  1.00008430   -1 21 26.0
 GV5355
 GV5355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5355!SPC VA S     -   1.00000517  x   0.99994570  =   0.99995087
 GV5355!UTM  18      -   1.00000517  x   1.00008430  =   1.00008947
 GV5355
 GV5355|---------------------------------------------------------------------|
 GV5355| PID    Reference Object                     Distance      Geod. Az  |
 GV5355|                                                           dddmmss.s |
 GV5355| DC5313 EPPES RM 4                           12.970 METERS 02534     |
 GV5355| GV5371 NORTH FLATS REAR RANGE BEACON       APPROX. 2.2 KM 0891327.7 |
 GV5355| GV5370 NORTH FLATS FRONT RANGE BEACON      APPROX. 1.7 KM 0994216.8 |
 GV5355| GV5389 JORDAN RESET                        APPROX. 1.7 KM 1301436.6 |
 GV5355| GV5499 WOOD WHARF LIGHT                    APPROX. 2.3 KM 2113416.6 |
 GV5355| GV5488 SOLVAY PROCESS CO LIGHT 1           APPROX. 3.0 KM 2353546.0 |
 GV5355| DC5314 EPPES RM 5                           12.437 METERS 30646     |
 GV5355|---------------------------------------------------------------------|
 GV5355
 GV5355                          SUPERSEDED SURVEY CONTROL
 GV5355
 GV5355  NAD 83(1993)-  37 19 22.10891(N)    077 14 15.98208(W) AD(       ) 3
 GV5355  NAD 83(1986)-  37 19 22.11381(N)    077 14 15.99973(W) AD(       ) 3
 GV5355  NAD 27      -  37 19 21.58000(N)    077 14 17.08500(W) AD(       ) 3
 GV5355
 GV5355.Superseded values are not recommended for survey control.
 GV5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5355.See file dsdata.txt to determine how the superseded data were derived.
 GV5355
 GV5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0172333032(NAD 83)
 GV5355_MARKER: X = CHISELED CROSS
 GV5355_SETTING: 80 = SET IN A BOULDER
 GV5355_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GV5355
 GV5355  HISTORY     - Date     Condition        Report By
 GV5355  HISTORY     - 1910     MONUMENTED       CGS
 GV5355  HISTORY     - 1938     GOOD             CGS
 GV5355  HISTORY     - 1942     GOOD             CGS
 GV5355  HISTORY     - 1942     SEE DESCRIPTION  CGS
 GV5355  HISTORY     - 1942     GOOD             CGS
 GV5355  HISTORY     - 1948     GOOD             CGS
 GV5355  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5355  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5355  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5355
 GV5355                          STATION DESCRIPTION
 GV5355
 GV5355'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5355'STATION EPPES IS ON THE LOWER POINT OF EPPES ISLAND, BEARS
 GV5355'NORTH 19 DEG WEST OF JORDAN POINT LIGHTHOUSE.  ON PERMANENT
 GV5355'BEACH AT OUTSIDE OF TREE AND BRUSH LINE, 8 METERS BACK FROM
 GV5355'HIGH WATER AND THREE FEET ABOVE MEAN TIDE, MARKED BY A CROSS
 GV5355'(X) CUT ON TOP OF A LARGE BOULDER SHOWING 24 INCHES BY 18
 GV5355'INCHES BY 6 INCHES ABOVE THE GROUND.
 GV5355'
 GV5355'REFERENCE MARK NO. 1 IS 20D NAIL IN CENTER OF LARGE TRIANGLE
 GV5355'CUT ON 27-INCH SYCAMORE, DISTANT 3.41 METERS HORIZONTAL MEASURE,
 GV5355'ON A LINE 208 DEG 55 MIN 46.8 SEC TO RIGHT OF LINE TO STATION
 GV5355'MAJOR.  REFERENCE MARK NO. 2 IS A 2-FOOT BY 4-INCH DRAIN TILE
 GV5355'SET IN CEMENT BELL END DOWN, AT TOP OF BANK 10.635 METERS
 GV5355'(DIRECT MEASUREMENT) ON A LINE 266 DEG 40 MIN 19.3 SEC TO RIGHT
 GV5355'OF LINE TO STATION MAJOR.  REFERENCE MARK NO. 3 IS A 20D NAIL
 GV5355'IN A LARGE TRIANGLE CUT ON A 36-INCH POPLAR TREE, DISTANT
 GV5355'19.158 METERS ON A LINE 339 DEG 54 MIN 59.3 SEC TO THE RIGHT OF
 GV5355'STATION MAJOR.  THIS MEASUREMENT IS HORIZONTAL.
 GV5355
 GV5355                          STATION RECOVERY (1938)
 GV5355
 GV5355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5355'FOUND THE BOULDER WITH CROSS IN TOP AS DESCRIBED.  REFERENCE
 GV5355'MARKS WERE NOT CHECKED.  STATION CAN BE READILY RECOVERED FROM
 GV5355'ORIGINAL DESCRIPTION.
 GV5355
 GV5355                          STATION RECOVERY (1942)
 GV5355
 GV5355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JB)
 GV5355'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 GV5355'REFERENCE MARKS NOS. 1 AND 3 STILL SHOW BUT ARE PRETTY WELL
 GV5355'OBLITERATED.
 GV5355'
 GV5355'STATION WAS RE-MARKED WITH A STANDARD DISK STAMPED EPPES,
 GV5355'1910-1942.  TWO NEW REFERENCE MARKS WERE ESTABLISHED WHICH WERE
 GV5355'STAMPED EPPES, NO. 4, 1910-1942 AND EPPES NO. 5, 1910-1942.
 GV5355'THE DISTANCES OR DIRECTIONS TO THE NEW REFERENCE MARKS WERE
 GV5355'NOT MEASURED.
 GV5355'
 GV5355'A NEW DESCRIPTION OF THE STATION FOLLOWS--STATION IS ABOUT
 GV5355'2 MILES ENE OF HOPEWELL, ON THE N SIDE OF THE JAMES RIVER, ON
 GV5355'THE SOUTHEASTERN SHORE OF EPPES ISLAND AND ABOUT 1/2 MILE W OF
 GV5355'THE MOUTH OF EPPES CREEK.  STATION MARK IS SET IN A BOULDER
 GV5355'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND
 GV5355'AND IS ABOUT 6 METERS BACK OF THE HIGH-WATER LINE ON A NARROW
 GV5355'WOODED BEACH BACK OF WHICH IS A FIELD.
 GV5355'
 GV5355'REFERENCE MARKS NOS. 4 AND 5 ARE ON THE TOP OF THE SHORT RISE
 GV5355'AT THE EDGE OF THE FIELD BUT ARE INSIDE THE TREE LINE.
 GV5355'
 GV5355'TO REACH FROM RICHMOND LEAVE THE STATE HIGHWAY BUILDING AT
 GV5355'12TH AND BROAD STREETS ON THE RIGHT AND FOLLOW ROUTE 5 S FOR
 GV5355'19.5 MILES TO WHERE ROUTE 608 JOINS FROM THE RIGHT (SHIRLEY ROAD).
 GV5355'FOLLOW ROUTE 608 FOR 2.0 MILES TO SHIRLEY ESTATE MANSION HOUSE,
 GV5355'TAKING LEFT FORK AT THE 1.4 MILES POINT AND PASS THROUGH A
 GV5355'GATE AT THE 1.6 MILES POINT.  AT THE SHIRLEY MANSION HOUSE JOG
 GV5355'LEFT ABOUT 25 METERS, ENTER BARNYARD AND PASS THROUGH GATE
 GV5355'THAT PARALLELS RIVER.  AFTER PASSING THROUGH GATE TURN RIGHT,
 GV5355'GO 0.05 MILE AND PASS THROUGH ANOTHER GATE.  CONTINUE ON DIRT
 GV5355'ROAD ALONG RIVERS EDGE FOR 1.0 MILE TO GATE.  PASS THROUGH
 GV5355'GATE AND CONTINUE FOR 0.1 MILE TO WHERE ROAD FORMS A T
 GV5355'(NEAR BARNYARD).  TURN LEFT FOLLOWING ROAD ALONG EDGE OF
 GV5355'FIELDS FOR ABOUT 1.0 MILE TO LAST FIELD OF THIS GROUP.
 GV5355'ENTER THIS FIELD THROUGH GATE AND STATION IS DIAGONALLY
 GV5355'ACROSS FIELD TO RIGHT AT WATERS EDGE.
 GV5355
 GV5355                          STATION RECOVERY (1942)
 GV5355
 GV5355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5355'1910 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 GV5355'
 GV5355'STATION WAS RE-MARKED IN 1942 BY A BRONZE U.S.C. AND G.S. DISK
 GV5355'AND ONE REFERENCE MARK (NO. 4) WAS ADDED.  REFERENCE MARK IS A
 GV5355'BRONZE DISK 12.85 METERS FROM THE STATION.
 GV5355'
 GV5355'REFERENCE MARK NO. 1 IS 3.32 METERS FROM THE STATION.
 GV5355'
 GV5355'REFERENCE MARK NO. 2 IS 10.40 METERS FROM THE STATION.
 GV5355'
 GV5355'REFERENCE MARK NO. 3 IS 18.90 METERS FROM THE STATION.
 GV5355'
 GV5355'POSSIBLY A NEW DESCRIPTION WAS WRITTEN FOR THIS STATION BY THE
 GV5355'1942 TRIANGULATION PARTY.
 GV5355
 GV5355                          STATION RECOVERY (1942)
 GV5355
 GV5355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 GV5355'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION
 GV5355'WHICH WAS ADEQUATE.  STATION WAS RE-MARKED.  REFERENCE MARKS
 GV5355'1 AND 3 WERE PRETTY WELL OBLITERATED AND THE 20-PENNY NAILS
 GV5355'GONE.  THE BLAZES WERE RE-CUT AND THESE MARKS ARE CALLED
 GV5355'WITNESS MARKS IN THE NEW DESCRIPTION.  REFERENCE MARK NO. 2
 GV5355'WAS FOUND IN GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE
 GV5355'SET AND CALLED REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5.
 GV5355'A NEW DESCRIPTION OF STATION FOLLOWS--
 GV5355'
 GV5355'STATION IS ABOUT 2 MILES ENE OF HOPEWELL, ON THE N SIDE OF
 GV5355'THE JAMES RIVER, ON THE SOUTHEASTERN SHORE OF EPPES ISLAND
 GV5355'ABOUT 1/2 MILE W OF THE MOUTH OF EPPES CREEK.  STATION IS ON
 GV5355'A NARROW WOODED BEACH, OUTSIDE OF THE TREE LINE, ABOUT 6 METERS
 GV5355'BACK OF HIGH-WATER LINE.  STATION IS MARKED ACCORDING TO NOTE
 GV5355'4.  BOULDER PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF GROUND.
 GV5355'
 GV5355'REFERENCE MARKS NOS. 4 AND 5 ARE ON THE TOP OF THE BANK BEHIND
 GV5355'THE STATION AT THE EDGE OF A FIELD BUT INSIDE THE TREE LINE.
 GV5355'THEY ARE BOTH MARKED IN ACCORDANCE WITH NOTE 11A.
 GV5355'
 GV5355'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED BEING A 2-FOOT
 GV5355'BY 4-INCH DRAIN TILE IN CEMENT BELL END DOWN AND IS ALSO AT
 GV5355'TOP OF BANK AND BETWEEN REFERENCE MARKS NOS. 4 AND 5.  DIRECTION
 GV5355'AND DISTANCE IN TABLE BELOW ARE TAKEN FROM OLD DESCRIPTION.
 GV5355'
 GV5355'WITNESS MARKS 1 AND 2 ARE BOTH MARKED IN ACCORDANCE WITH
 GV5355'NOTE 15.  THESE MARKS ARE APPROXIMATELY THE OLD REFERENCE
 GV5355'MARKS NOS. 3 AND 1, RESPECTIVELY.
 GV5355'
 GV5355'TO REACH STATION FROM INTERSECTION OF ROUTE 608 (SHIRLEY ROAD)
 GV5355'AND ROUTE 5, ABOUT 19.5 MILES S OF RICHMOND, FOLLOW 608 FOR
 GV5355'2.0 MILES TO SHIRLEY ESTATE MANSION HOUSE, TAKING LEFT FORK AT
 GV5355'THE 1.4-MILE POINT AND PASS THROUGH GATE AT THE 1.6-MILE POINT.
 GV5355'AT SHIRLEY MANSION HOUSE JOG LEFT FOR ABOUT 25 YARDS, ENTER
 GV5355'BARNYARD AND PASS THROUGH GATE THAT PARALLELS RIVER.  AFTER
 GV5355'PASSING THROUGH GATE TURN RIGHT GO 0.05 MILE AND PASS THROUGH
 GV5355'ANOTHER GATE.  CONTINUE ON DIRT ROAD ALONG RIVERS EDGE FOR 1.0
 GV5355'MILE TO GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE TO
 GV5355'WHERE ROAD FORMS A T (NEAR A BARNYARD).  TURN LEFT FOLLOWING
 GV5355'ROAD ALONG EDGE OF FIELD FOR ABOUT 1 MILE TO LAST FIELD
 GV5355'ALONG THIS ROAD.  PASS THROUGH GATE INTO FIELD AND STATION
 GV5355'IS DIAGONALLY ACROSS FIELD TO RIGHT AT RIVERS EDGE.
 GV5355
 GV5355                          STATION RECOVERY (1948)
 GV5355
 GV5355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5355'RECOVERED AS DESCRIBED.  STATION, R.M.S 4 AND 5 ARE IN GOOD
 GV5355'CONDITION AND APPARENTLY UNDISTURBED.
 GV5355
 GV5355                          STATION RECOVERY (2000)
 GV5355
 GV5355'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5355'MARK NOT FOUND.
 GV5355
 GV5355                          STATION RECOVERY (2001)
 GV5355
 GV5355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV5355
 GV5355                          STATION RECOVERY (2001)
 GV5355
 GV5355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5095 ***********************************************************************
 GV5095  DESIGNATION -  EPWORTH
 GV5095  PID         -  GV5095
 GV5095  STATE/COUNTY-  VA/KING WILLIAM
 GV5095  USGS QUAD   -  BEULAHVILLE (1985)
 GV5095
 GV5095                         *CURRENT SURVEY CONTROL
 GV5095  ___________________________________________________________________
 GV5095* NAD 83(1993)-  37 47 28.58207(N)    077 12 45.54187(W)     ADJUSTED  
 GV5095* NAVD 88     -        57.12   (+/-2cm)     187.4    (feet)  VERTCON   
 GV5095  ___________________________________________________________________
 GV5095  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 GV5095  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5095
 GV5095  HORZ ORDER  -  SECOND
 GV5095  VERT ORDER  -  THIRD ? (See Below)
 GV5095
 GV5095.The horizontal coordinates were established by classical geodetic methods
 GV5095.and adjusted by the National Geodetic Survey in November 1994..
 GV5095
 GV5095.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5095.The vertical order pertains to the NGVD 29 superseded value.
 GV5095
 GV5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5095
 GV5095.The geoid height was determined by GEOID03.
 GV5095
 GV5095;                    North         East     Units Scale Factor Converg.
 GV5095;SPC VA S     - 1,162,571.293 3,613,384.191   MT  0.99997269   +0 46 52.8
 GV5095;SPC VA S     - 3,814,202.65 11,854,911.30   sFT  0.99997269   +0 46 52.8
 GV5095;SPC VA N     - 2,014,626.208 3,613,392.928   MT  1.00005153   +0 48 12.4
 GV5095;SPC VA N     - 6,609,652.82 11,854,939.96   sFT  1.00005153   +0 48 12.4
 GV5095;UTM  18      - 4,184,962.610   305,173.702   MT  1.00006754   -1 21 22.7
 GV5095
 GV5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5095!SPC VA S     -   0.99999623  x   0.99997269  =   0.99996892
 GV5095!SPC VA N     -   0.99999623  x   1.00005153  =   1.00004776
 GV5095!UTM  18      -   0.99999623  x   1.00006754  =   1.00006377
 GV5095
 GV5095|---------------------------------------------------------------------|
 GV5095| PID    Reference Object                     Distance      Geod. Az  |
 GV5095|                                                           dddmmss.s |
 GV5095| DC5316 EPWORTH RM 1                         38.545 METERS 04856     |
 GV5095| DC5315 EPWORTH AZ MK                                      0851910.1 |
 GV5095| DC5317 EPWORTH RM 2                         36.238 METERS 10750     |
 GV5095| GV5096 EPWORTH 2                            14.978 METERS 26519     |
 GV5095|---------------------------------------------------------------------|
 GV5095
 GV5095                          SUPERSEDED SURVEY CONTROL
 GV5095
 GV5095  NAD 83(1986)-  37 47 28.58536(N)    077 12 45.55770(W) AD(       ) 2
 GV5095  NAD 27      -  37 47 28.07900(N)    077 12 46.64300(W) AD(       ) 2
 GV5095  NGVD 29 (07/19/86)   57.42   (m)          188.4    (f) LEVELING    3  
 GV5095
 GV5095.Superseded values are not recommended for survey control.
 GV5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5095.See file dsdata.txt to determine how the superseded data were derived.
 GV5095
 GV5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0517484963(NAD 83)
 GV5095_MARKER: DS = TRIANGULATION STATION DISK
 GV5095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5095
 GV5095  HISTORY     - Date     Condition        Report By
 GV5095  HISTORY     - 1941     MONUMENTED       CGS
 GV5095  HISTORY     - 1945     SEE DESCRIPTION  CGS
 GV5095  HISTORY     - 1945     GOOD             CGS
 GV5095  HISTORY     - 1961     GOOD             CGS
 GV5095  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV5095  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5095
 GV5095                          STATION DESCRIPTION
 GV5095
 GV5095'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV5095'STATION IS IN THE SMALL SETTLEMENT OF EPWORTH.  IT IS 41
 GV5095'FEET N OF STATE ROUTE 30, 43 FEET S OF THE SE CORNER OF
 GV5095'THE EPWORTH METHODIST CHURCH, AND 82 FEET W OF THE INTERSECTION
 GV5095'OF A DIRT ROAD AND STATE ROUTE 30.  IT IS STAMPED EPWORTH
 GV5095'1941 AND IS SET FLUSH.
 GV5095'
 GV5095'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV5095'BRONZE DISKS SET IN CONCRETE.
 GV5095'
 GV5095'REFERENCE MARK NO. 1 IS NE OF THE STATION, 17 FEET E OF A
 GV5095'DIRT ROAD, AND 12 FEET SW OF THE NE CORNER OF AN OLD STORE.
 GV5095'IT IS STAMPED EPWORTH 1941 NO. 1 AND PROJECTS 6 INCHES.  IT
 GV5095'IS WITNESSED BY A 4- BY 4-INCH WHITE WOODEN POST.
 GV5095'
 GV5095'REFERENCE MARK NO. 2 IS ESE OF THE STATION, IN THE NW CORNER
 GV5095'OF A FIELD, 21 FEET S OF STATE HIGHWAY 30.  IT IS STAMPED
 GV5095'EPWORTH 1941 NO. 2 AND PROJECTS 6 INCHES.
 GV5095'
 GV5095'AZIMUTH MARK IS IN THE S EDGE OF THE WOODS, 39 FEET N OF
 GV5095'STATE HIGHWAY 30, AND 19 FEET NE OF A 12-INCH OAK TREE.  IT
 GV5095'IS STAMPED EPWORTH 1941 AND PROJECTS 6 INCHES.  TO REACH
 GV5095'THE MARK FROM THE STATION, GO E ON STATE HIGHWAY 30 FOR
 GV5095'0.15 MILE TO THE MARK ON THE LEFT.  IT IS WITNESSED BY A
 GV5095'4- BY 4-INCH WHITE WOODEN POST.
 GV5095'
 GV5095'A TRAVERSE TIE WAS MADE TO A U.S. GEOLOGICAL SURVEY BENCH
 GV5095'MARK.  IT IS N OF THE STATION IN THE FOUNDATION OF THE CHURCH.
 GV5095'IT IS IN THE SIDE OF THE FOUNDATION 1.5 FEET BACK FROM THE
 GV5095'SE CORNER.  THERE WAS NO STAMPING ON THE MARK EXCEPT THE
 GV5095'DATE 1917.  NO DESCRIPTION OF THIS MARK WAS FURNISHED THIS
 GV5095'PARTY.
 GV5095'
 GV5095'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION DAWN.
 GV5095'
 GV5095'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION REEDY.
 GV5095'
 GV5095'A 64-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION WALTER.
 GV5095'
 GV5095'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GV5095
 GV5095                          STATION RECOVERY (1945)
 GV5095
 GV5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (DES)
 GV5095'LETTER OF FRED L. PEACOCK, OFFICER-IN-CHARGE, PHOTOGRAMMETRIC
 GV5095'OFFICE, BALTIMORE, MD., DATED MAY 26, 1945--
 GV5095'
 GV5095'LT. STURMER CLEARED THE LINE BETWEEN THE POINTS (STATION
 GV5095'AND AZIMUTH MARKS) AND USED IT.  AT THE TIME THE STATION
 GV5095'WAS ESTABLISHED, THE STATION AND AZIMUTH MARK MAY HAVE BEEN
 GV5095'INTERVISIBLE FROM THE GROUND.
 GV5095
 GV5095                          STATION RECOVERY (1945)
 GV5095
 GV5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (FLP)
 GV5095'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 GV5095'IS ADEQUATE.
 GV5095
 GV5095                          STATION RECOVERY (1961)
 GV5095
 GV5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV5095'STATION MARK, REFERENCE MARKS 1 AND 2 AND U.S.G.S. BENCH
 GV5095'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 GV5095'WAS SEARCHED FOR BUT NOT RECOVERED AND MAY HAVE BEEN DESTROYED
 GV5095'BY HIGHWAY CONSTRUCTION.  MANY CHANGES IN THE AREA AND A
 GV5095'COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED IN A
 GV5095'SMALL SETTLEMENT OF EPWORTH ON THE GROUNDS OF THE EPWORTH
 GV5095'METHODIST CHURCH.  IT IS 83.3 FEET SOUTHEAST OF THE SOUTHWEST
 GV5095'CORNER AND 43.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GV5095'THE CHURCH AND 44 FEET NORTH OF STATE HIGHWAY 30.  THE MARK
 GV5095'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EPWORTH
 GV5095'1941.
 GV5095'
 GV5095'REFERENCE MARK NO. 1 IS 103 FEET NORTH OF THE CENTER OF
 GV5095'HIGHWAY 30, 88.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 GV5095'CHURCH, 20 FEET EAST OF SECONDARY STATE HIGHWAY 610 AND 3
 GV5095'FEET NORTHWEST OF A CGS WITNESS SIGN.  THE MARK IS FLUSH
 GV5095'AND THE DISK IS STAMPED EPWORTH NO 1 1941.
 GV5095'
 GV5095'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF THE INTERSECTION
 GV5095'OF HIGHWAYS 30 AND 610, 22 FEET SOUTH OF THE CENTER OF HIGHWAY
 GV5095'30 AND 5 FEET SOUTH OF 5 MAIL BOXES.  THE MARK PROJECTS ABOUT
 GV5095'4 INCHES AND THE DISK IS STAMPED EPWORTH NO 2 1941.
 GV5095'
 GV5095'U.S.G.S. BENCH MARK IS IN THE SOUTH FACE OF THE BUILDING,
 GV5095'1.5 FEET WEST OF THE SOUTHEAST CORNER OF THE CHURCH.  THE
 GV5095'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STAMPED 1917.
 GV5095
 GV5095                          STATION RECOVERY (1999)
 GV5095
 GV5095'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5095'MARK NOT FOUND.
 GV5095
 GV5095                          STATION RECOVERY (2003)
 GV5095
 GV5095'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5096 ***********************************************************************
 GV5096  DESIGNATION -  EPWORTH 2
 GV5096  PID         -  GV5096
 GV5096  STATE/COUNTY-  VA/KING WILLIAM
 GV5096  USGS QUAD   -  BEULAHVILLE (1985)
 GV5096
 GV5096                         *CURRENT SURVEY CONTROL
 GV5096  ___________________________________________________________________
 GV5096* NAD 83(1993)-  37 47 28.54235(N)    077 12 46.15199(W)     ADJUSTED  
 GV5096* NAVD 88     -        56.0    (meters)     184.     (feet)  VERTCON   
 GV5096  ___________________________________________________________________
 GV5096  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 GV5096  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GV5096
 GV5096  HORZ ORDER  -  SECOND
 GV5096
 GV5096.The horizontal coordinates were established by classical geodetic methods
 GV5096.and adjusted by the National Geodetic Survey in November 1994..
 GV5096.No horizontal observational check was made to the station.
 GV5096
 GV5096.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5096
 GV5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5096
 GV5096.The geoid height was determined by GEOID03.
 GV5096
 GV5096;                    North         East     Units Scale Factor Converg.
 GV5096;SPC VA S     - 1,162,569.865 3,613,369.282   MT  0.99997269   +0 46 52.4
 GV5096;SPC VA S     - 3,814,197.97 11,854,862.39   sFT  0.99997269   +0 46 52.4
 GV5096;UTM  18      - 4,184,961.739   305,158.748   MT  1.00006761   -1 21 23.1
 GV5096
 GV5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5096!SPC VA S     -   0.99999641  x   0.99997269  =   0.99996910
 GV5096!UTM  18      -   0.99999641  x   1.00006761  =   1.00006402
 GV5096
 GV5096|---------------------------------------------------------------------|
 GV5096| PID    Reference Object                     Distance      Geod. Az  |
 GV5096|                                                           dddmmss.s |
 GV5096| GV5094 BM                                   19.184 METERS 04014     |
 GV5096| DC5315 EPWORTH AZ MK                                      0851912.1 |
 GV5096| DC5318 EPWORTH 2 RM 4                                     35828     |
 GV5096|---------------------------------------------------------------------|
 GV5096
 GV5096                          SUPERSEDED SURVEY CONTROL
 GV5096
 GV5096  NAD 83(1986)-  37 47 28.54565(N)    077 12 46.16772(W) AD(       ) 2
 GV5096  NAD 27      -  37 47 28.03900(N)    077 12 47.25300(W) AD(       ) 2
 GV5096  NGVD 29 (07/19/86)   56.3    (m)          185.     (f) VERT ANG       
 GV5096
 GV5096.Superseded values are not recommended for survey control.
 GV5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5096.See file dsdata.txt to determine how the superseded data were derived.
 GV5096
 GV5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG0515984962(NAD 83)
 GV5096_MARKER: DS = TRIANGULATION STATION DISK
 GV5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5096+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GV5096
 GV5096  HISTORY     - Date     Condition        Report By
 GV5096  HISTORY     - 1963     MONUMENTED       CGS
 GV5096  HISTORY     - 19990308 GOOD             USPSQD
 GV5096  HISTORY     - 20031111 GOOD             USPSQD
 GV5096  HISTORY     - 20060309 GOOD             USPSQD
 GV5096
 GV5096                          STATION DESCRIPTION
 GV5096
 GV5096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCE)
 GV5096'STATION IS LOCATED IN THE SMALL SETTLEMENT OF EPWORTH AT THE
 GV5096'JUNCTION OF STATE HIGHWAY 30 AND SECONDARY STATE HIGHWAY 610
 GV5096'AND ON THE PROPERTY OF THE EPWORTH METHODIST CHURCH.  STATION
 GV5096'IS 56 FEET SOUTHWEST OF A LARGE OAK TREE AND 52 FEET NORTH
 GV5096'OF THE CENTERLINE OF STATE HIGHWAY 30.  THE MARK IS A STANDARD
 GV5096'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 1 FOOT IN DIAMETER,
 GV5096'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EPWORTH
 GV5096'2 1963.
 GV5096'
 GV5096'A USGS BM WAS USED FOR REFERENCE MARK NO. 3.  THE MARK IS
 GV5096'1.5 FEET WEST OF THE SOUTHEAST CORNER OF THE CHURCH.  THE
 GV5096'DISK IS CEMENTED VERTICALLY AND FLUSH IN A DRILL HOLE IN
 GV5096'THE BRICK FOUNDATION OF THE CHURCH, ABOUT 6 INCHES ABOVE
 GV5096'THE GROUND AND IS STAMPED 1917.
 GV5096'
 GV5096'REFERENCE MARK NO. 4 IS 4 FEET SOUTH OF THE SOUTHWEST CORNER
 GV5096'OF THE CHURCH.  THE MARK IS A STANDARD DISK SET FLUSH IN
 GV5096'A CONCRETE MONUMENT ABOUT 1 FOOT IN DIAMETER, ABOUT 2 INCHES
 GV5096'BELOW THE SURFACE AND THE DISK IS STAMPED EPWORTH 2 NO 4 1963.
 GV5096'
 GV5096'AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF STATE
 GV5096'HIGHWAY 30, 1 FOOT EAST OF A STEEL WITNESS POST AND IN A
 GV5096'CULTIVATED FIELD.  THE MARK IS A STANDARD DISK SET FLUSH
 GV5096'IN A 12 X 12 INCH CONCRETE MONUMENT, PROJECTS ABOUT 6 INCHES
 GV5096'AND THE DISK IS STAMPED EPWORTH 1941.  TO REACH AZIMUTH MARK
 GV5096'FROM STATION GO EAST ON STATE HIGHWAY 30 FOR 0.3 MILE TO THE
 GV5096'MARK ON THE LEFT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 GV5096
 GV5096                          STATION RECOVERY (1999)
 GV5096
 GV5096'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5096'RECOVERED IN GOOD CONDITION.
 GV5096
 GV5096                          STATION RECOVERY (2003)
 GV5096
 GV5096'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5096'STATION FOUND IN GOOD CONDITION IN CENTER OF DRIVEWAY, RM4 AND BM NOT
 GV5096'FOUND
 GV5096
 GV5096                          STATION RECOVERY (2006)
 GV5096
 GV5096'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GV5096'STATION FOUND IN GOOD CONDITION. RM3 AND RM4 AND AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2468 ***********************************************************************
 HV2468  DESIGNATION -  ERDL 3 USE
 HV2468  PID         -  HV2468
 HV2468  STATE/COUNTY-  VA/FAIRFAX
 HV2468  USGS QUAD   -  FORT BELVOIR (1983)
 HV2468
 HV2468                         *CURRENT SURVEY CONTROL
 HV2468  ___________________________________________________________________
 HV2468* NAD 83(1986)-  38 42 06.     (N)    077 08 27.     (W)     SCALED    
 HV2468* NAVD 88     -        38.14   (+/-2cm)     125.1    (feet)  VERTCON   
 HV2468  ___________________________________________________________________
 HV2468  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV2468
 HV2468  VERT ORDER  -  ? (See Below)
 HV2468
 HV2468.The horizontal coordinates were scaled from a topographic map and have
 HV2468.an estimated accuracy of +/- 6 seconds.
 HV2468
 HV2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2468.The vertical order pertains to the NGVD 29 superseded value.
 HV2468
 HV2468.The geoid height was determined by GEOID03.
 HV2468
 HV2468;                    North         East    Units  Estimated Accuracy
 HV2468;SPC VA N     - 2,115,760.    3,618,220.      MT  (+/- 180 meters Scaled)
 HV2468
 HV2468                          SUPERSEDED SURVEY CONTROL
 HV2468
 HV2468  NGVD 29 (??/??/??)   38.410  (m)          126.02   (f) ADJUSTED    ?  
 HV2468
 HV2468.Superseded values are not recommended for survey control.
 HV2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2468.See file dsdata.txt to determine how the superseded data were derived.
 HV2468
 HV2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH138858(NAD 83)
 HV2468_MARKER: DD = SURVEY DISK
 HV2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2468_STAMPING: ERDL 3 1955
 HV2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2468+STABILITY: SURFACE MOTION
 HV2468
 HV2468  HISTORY     - Date     Condition        Report By
 HV2468  HISTORY     - 1955     MONUMENTED       USE
 HV2468  HISTORY     - 1972     GOOD             NGS
 HV2468
 HV2468                          STATION DESCRIPTION
 HV2468
 HV2468'DESCRIBED BY US ENGINEERS 1955
 HV2468'AT FT BELVOIR.
 HV2468'AT FORT BELVOIR, FAIRFAX COUNTY, .7 MILES SOUTH ALONG BELVOIR
 HV2468'ROAD FROM INTERSECTION WITH U.S. HIGHWAY 1 THENCE .1 MILE WEST
 HV2468'ALONG 9TH STREET AT INTERSECTION WITH ARNOLD ROAD, 42 FEET NORTH
 HV2468'OF CENTERLINE 9TH STREET, 9 FEET EAST OF CENTERLINE ARNOLD ROAD.
 HV2468'A CORPS OF ENGINEERS DISK STAMPED ERDL 3 1955, SET IN A CONCRETE
 HV2468'POST LEVEL WITH THE GROUND.
 HV2468
 HV2468                          STATION RECOVERY (1972)
 HV2468
 HV2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2469 ***********************************************************************
 HV2469  DESIGNATION -  ERDL 4
 HV2469  PID         -  HV2469
 HV2469  STATE/COUNTY-  VA/FAIRFAX
 HV2469  USGS QUAD   -  FORT BELVOIR (1983)
 HV2469
 HV2469                         *CURRENT SURVEY CONTROL
 HV2469  ___________________________________________________________________
 HV2469* NAD 83(1986)-  38 41 56.     (N)    077 08 23.     (W)     SCALED    
 HV2469* NAVD 88     -        40.171  (meters)     131.79   (feet)  ADJUSTED  
 HV2469  ___________________________________________________________________
 HV2469  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV2469  DYNAMIC HT  -          40.149 (meters)     131.72  (feet)  COMP
 HV2469  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 HV2469
 HV2469  VERT ORDER  -  THIRD
 HV2469
 HV2469.The horizontal coordinates were scaled from a topographic map and have
 HV2469.an estimated accuracy of +/- 6 seconds.
 HV2469
 HV2469.The orthometric height was determined by differential leveling
 HV2469.and adjusted by the National Geodetic Survey in September 2004..
 HV2469
 HV2469.The geoid height was determined by GEOID03.
 HV2469
 HV2469.The dynamic height is computed by dividing the NAVD 88
 HV2469.geopotential number by the normal gravity value computed on the
 HV2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2469.degrees latitude (g = 980.6199 gals.).
 HV2469
 HV2469.The modeled gravity was interpolated from observed gravity values.
 HV2469
 HV2469;                    North         East    Units  Estimated Accuracy
 HV2469;SPC VA N     - 2,115,450.    3,618,320.      MT  (+/- 180 meters Scaled)
 HV2469
 HV2469                          SUPERSEDED SURVEY CONTROL
 HV2469
 HV2469  NGVD 29 (??/??/??)   40.432  (m)          132.65   (f) ADJUSTED    3 0
 HV2469
 HV2469.Superseded values are not recommended for survey control.
 HV2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2469.See file dsdata.txt to determine how the superseded data were derived.
 HV2469
 HV2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH139855(NAD 83)
 HV2469_MARKER: DD = SURVEY DISK
 HV2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2469_SP_SET: CONCRETE POST
 HV2469_STAMPING: ERDL 4 1955
 HV2469_MARK LOGO: USE   
 HV2469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2469+STABILITY: SURFACE MOTION
 HV2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2469+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2469
 HV2469  HISTORY     - Date     Condition        Report By
 HV2469  HISTORY     - 1955     MONUMENTED       USE
 HV2469  HISTORY     - 19900115 GOOD             RDA
 HV2469  HISTORY     - 20060302 MARK NOT FOUND   GEOCAC
 HV2469
 HV2469                          STATION DESCRIPTION
 HV2469
 HV2469'DESCRIBED BY US ENGINEERS 1955
 HV2469'AT FT BELVOIR.
 HV2469'AT FORT BELVOIR, FAIRFAX COUNTY, 1 MILE SOUTH ALONG BELVOIR ROAD
 HV2469'FROM INTERSECTION WITH U.S. HIGHWAY 1, AT INTERSECTION OF BELVOIR
 HV2469'ROAD WITH ARNOLD ROAD, 168 FEET NORTH ALONG ARNOLD ROAD FROM THE
 HV2469'INTERSECTION AND 15 FEET WEST OF CENTERLINE ARNOLD ROAD.  A CORPS
 HV2469'OF ENGINEERS DISK STAMPED ERDL 4 1955, SET IN A CONCRETE POST
 HV2469'LEVEL WITH THE GROUND.
 HV2469
 HV2469                          STATION RECOVERY (1990)
 HV2469
 HV2469'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2469'RECOVERED IN GOOD CONDITION.
 HV2469
 HV2469                          STATION RECOVERY (2006)
 HV2469
 HV2469'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV2469'ARNOLD ROAD HAS BEEN REMOVED AND THE AREA DEVELOPED INTO A LARGE
 HV2469'HOUSING COMPLEX.  LANDSCAPING FOR THE COMPLEX HAS ADDED ABOUT FOUR
 HV2469'FEET OF FILL IN THE AREA OF THE SURVEY DISK.  THE DESCRIBED LOCATION
 HV2469'NOW LIES NEAR THE SOUTHEAST CORNER OF THE MOST SOUTHEAST UNIT IN THE
 HV2469'HOUSING COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2470 ***********************************************************************
 HV2470  DESIGNATION -  ERDL 6
 HV2470  PID         -  HV2470
 HV2470  STATE/COUNTY-  VA/FAIRFAX
 HV2470  USGS QUAD   -  FORT BELVOIR (1983)
 HV2470
 HV2470                         *CURRENT SURVEY CONTROL
 HV2470  ___________________________________________________________________
 HV2470* NAD 83(1986)-  38 41 38.     (N)    077 08 16.     (W)     SCALED    
 HV2470* NAVD 88     -        39.248  (meters)     128.77   (feet)  ADJUSTED  
 HV2470  ___________________________________________________________________
 HV2470  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV2470  DYNAMIC HT  -          39.226 (meters)     128.69  (feet)  COMP
 HV2470  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 HV2470
 HV2470  VERT ORDER  -  THIRD
 HV2470
 HV2470.The horizontal coordinates were scaled from a topographic map and have
 HV2470.an estimated accuracy of +/- 6 seconds.
 HV2470
 HV2470.The orthometric height was determined by differential leveling
 HV2470.and adjusted by the National Geodetic Survey in September 2004..
 HV2470
 HV2470.The geoid height was determined by GEOID03.
 HV2470
 HV2470.The dynamic height is computed by dividing the NAVD 88
 HV2470.geopotential number by the normal gravity value computed on the
 HV2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2470.degrees latitude (g = 980.6199 gals.).
 HV2470
 HV2470.The modeled gravity was interpolated from observed gravity values.
 HV2470
 HV2470;                    North         East    Units  Estimated Accuracy
 HV2470;SPC VA N     - 2,114,900.    3,618,500.      MT  (+/- 180 meters Scaled)
 HV2470
 HV2470                          SUPERSEDED SURVEY CONTROL
 HV2470
 HV2470  NGVD 29 (??/??/??)   39.498  (m)          129.59   (f) ADJUSTED    3 0
 HV2470
 HV2470.Superseded values are not recommended for survey control.
 HV2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2470.See file dsdata.txt to determine how the superseded data were derived.
 HV2470
 HV2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH140849(NAD 83)
 HV2470_MARKER: DD = SURVEY DISK
 HV2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2470_SP_SET: CONCRETE POST
 HV2470_STAMPING: ERDL 6 1955
 HV2470_MARK LOGO: USE   
 HV2470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2470+STABILITY: SURFACE MOTION
 HV2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2470+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2470
 HV2470  HISTORY     - Date     Condition        Report By
 HV2470  HISTORY     - 1955     MONUMENTED       USE
 HV2470  HISTORY     - 19900115 GOOD             RDA
 HV2470  HISTORY     - 20060302 GOOD             GEOCAC
 HV2470
 HV2470                          STATION DESCRIPTION
 HV2470
 HV2470'DESCRIBED BY US ENGINEERS 1955
 HV2470'AT FORT BELVOIR.
 HV2470'AT FORT BELVOIR, FAIRFAX COUNTY, 1.2 MILES SOUTH ALONG BELVOIR
 HV2470'ROAD FROM INTERSECTION WITH U.S. HIGHWAY 1, AT INTERSECTION
 HV2470'OF BELVOIR ROAD AND 16TH STREET, 95 FEET WEST OF CENTERLINE
 HV2470'BELVOIR ROAD AND 30 FEET NORTH OF CENTERLINE 16TH STREET.  A
 HV2470'CORPS OF ENGINEERS DISK STAMPED ERDL 6 1955, SET IN A CONCRETE
 HV2470'POST LEVEL WITH THE GROUND.
 HV2470
 HV2470                          STATION RECOVERY (1990)
 HV2470
 HV2470'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2470'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA IN
 HV2470'FORT BELVOIR.  TO REACH THE STATION PROCEED SOUTH ALONG BELVOIR ROAD
 HV2470'FOR 1.2 MILES FROM ITS JUNCTION WITH U.S. HIGHWAY 1 TO 16TH STREET
 HV2470'AND STATION SITE ON THE RIGHT, IN TOP OF A CONCRETE POST FLUSH WITH
 HV2470'GROUND, 95 FEET WEST OF THE CENTERLINE OF BELVOIR ROAD AND 30 FEET
 HV2470'NORTH OF THE CENTERLINE OF 16TH STREET.
 HV2470
 HV2470                          STATION RECOVERY (2006)
 HV2470
 HV2470'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV2470'THE DISK IS THREE FEET SOUTH OF THE SECOND TREE WEST OF BELVOIR ROAD.
 HV2470'HANDHELD COORDINATES ARE N38-41-38.10 W077-08-16.26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2471 ***********************************************************************
 HV2471  DESIGNATION -  ERDL A 3 D
 HV2471  PID         -  HV2471
 HV2471  STATE/COUNTY-  VA/FAIRFAX
 HV2471  USGS QUAD   -  FORT BELVOIR (1983)
 HV2471
 HV2471                         *CURRENT SURVEY CONTROL
 HV2471  ___________________________________________________________________
 HV2471* NAD 83(1986)-  38 41 31.     (N)    077 08 10.     (W)     SCALED    
 HV2471* NAVD 88     -        38.768  (meters)     127.19   (feet)  ADJUSTED  
 HV2471  ___________________________________________________________________
 HV2471  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV2471  DYNAMIC HT  -          38.746 (meters)     127.12  (feet)  COMP
 HV2471  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 HV2471
 HV2471  VERT ORDER  -  FIRST     CLASS II
 HV2471
 HV2471.The horizontal coordinates were scaled from a topographic map and have
 HV2471.an estimated accuracy of +/- 6 seconds.
 HV2471
 HV2471.The orthometric height was determined by differential leveling
 HV2471.and adjusted by the National Geodetic Survey in June 1991..
 HV2471
 HV2471.The geoid height was determined by GEOID03.
 HV2471
 HV2471.The dynamic height is computed by dividing the NAVD 88
 HV2471.geopotential number by the normal gravity value computed on the
 HV2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2471.degrees latitude (g = 980.6199 gals.).
 HV2471
 HV2471.The modeled gravity was interpolated from observed gravity values.
 HV2471
 HV2471;                    North         East    Units  Estimated Accuracy
 HV2471;SPC VA N     - 2,114,690.    3,618,650.      MT  (+/- 180 meters Scaled)
 HV2471
 HV2471                          SUPERSEDED SURVEY CONTROL
 HV2471
 HV2471  NGVD 29 (??/??/??)   39.042  (m)          128.09   (f) ADJUSTED    1 2
 HV2471
 HV2471.Superseded values are not recommended for survey control.
 HV2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2471.See file dsdata.txt to determine how the superseded data were derived.
 HV2471
 HV2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH142847(NAD 83)
 HV2471_MARKER: DD = SURVEY DISK
 HV2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2471_SP_SET: CONCRETE POST
 HV2471_STAMPING: ERDL-A3D  FB-28
 HV2471_MARK LOGO: USE   
 HV2471_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2471+STABILITY: SURFACE MOTION
 HV2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2471+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 HV2471
 HV2471  HISTORY     - Date     Condition        Report By
 HV2471  HISTORY     - UNK      MONUMENTED       VA-059
 HV2471  HISTORY     - 1965     GOOD             CGS
 HV2471  HISTORY     - 19900115 GOOD             RDA
 HV2471  HISTORY     - 20060302 GOOD             GEOCAC
 HV2471
 HV2471                          STATION DESCRIPTION
 HV2471
 HV2471'DESCRIBED BY FAIRFAX COUNTY VIRGINIA UNK
 HV2471'AT FORT BELVOIR.
 HV2471'AT FORT BELVOIR, FAIRFAX COUNTY, 1.4 MILES SOUTH ALONG BELVOIR
 HV2471'ROAD FROM INTERSECTION WITH U.S. HIGHWAY 1, AT INTERSECTION OF
 HV2471'BELVOIR ROAD AND 18TH STREET, 200 FEET EAST OF CENTERLINE BELVOIR
 HV2471'ROAD AND 45 FEET SOUTH OF CENTERLINE 18TH STREET.  A CORPS OF
 HV2471'ENGINEERS DISK STAMPED A 3D/T, SET IN A CONCRETE POST LEVEL WITH
 HV2471'THE GROUND.
 HV2471
 HV2471                          STATION RECOVERY (1965)
 HV2471
 HV2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV2471'RECOVERED IN GOOD CONDITION.
 HV2471
 HV2471                          STATION RECOVERY (1990)
 HV2471
 HV2471'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2471'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA IN
 HV2471'FORT BELVOIR.  TO REACH THE STATION PROCEED SOUTH ALONG BELVOIR ROAD
 HV2471'FROM ITS JUNCTION WITH U.S. HIGHWAY 1 TO 18TH STREET AND STATION
 HV2471'SITE ON THE LEFT, IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 HV2471'200 FEET EAST OF THE CENTERLINE OF BELVOIR ROAD AND 45 FEET
 HV2471'SOUTH OF THE CENTERLINE OF 18TH STREET.  NOTE--STAMPING WAS
 HV2471'PREVIOUSLY REPORTED AS, A3D/T.
 HV2471
 HV2471                          STATION RECOVERY (2006)
 HV2471
 HV2471'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV2471'THE DISK IS ABOUT 13.5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 HV2471'HANDHELD COORDINATES ARE N38-41-31.62 W077-08-08.88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3353 ***********************************************************************
 FX3353  DESIGNATION -  ESS USE 1940
 FX3353  PID         -  FX3353
 FX3353  STATE/COUNTY-  VA/C OF NORFOLK
 FX3353  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3353
 FX3353                         *CURRENT SURVEY CONTROL
 FX3353  ___________________________________________________________________
 FX3353* NAD 83(1993)-  36 51 49.05013(N)    076 19 01.35550(W)     ADJUSTED  
 FX3353* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3353  ___________________________________________________________________
 FX3353  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 FX3353  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX3353
 FX3353  HORZ ORDER  -  THIRD
 FX3353
 FX3353.The horizontal coordinates were established by classical geodetic methods
 FX3353.and adjusted by the National Geodetic Survey in September 1995..
 FX3353
 FX3353.The orthometric height was scaled from a topographic map.
 FX3353
 FX3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3353
 FX3353.The geoid height was determined by GEOID03.
 FX3353
 FX3353;                    North         East     Units Scale Factor Converg.
 FX3353;SPC VA S     - 1,061,099.233 3,694,634.606   MT  0.99998382   +1 19 29.6
 FX3353;SPC VA S     - 3,481,289.73 12,121,480.37   sFT  0.99998382   +1 19 29.6
 FX3353;UTM  18      - 4,080,553.564   382,602.800   MT  0.99976979   -0 47 24.7
 FX3353
 FX3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3353!SPC VA S     -   1.00000585  x   0.99998382  =   0.99998967
 FX3353!UTM  18      -   1.00000585  x   0.99976979  =   0.99977563
 FX3353
 FX3353:                Primary Azimuth Mark                     Grid Az
 FX3353:SPC VA S     -  NORFOLK RADIO STA WNDR TWR               089 19 27.8
 FX3353:UTM  18      -  NORFOLK RADIO STA WNDR TWR               091 26 22.1
 FX3353
 FX3353|---------------------------------------------------------------------|
 FX3353| PID    Reference Object                     Distance      Geod. Az  |
 FX3353|                                                           dddmmss.s |
 FX3353| FX3396 NORFOLK RADIO STA WNDR TWR          APPROX. 1.0 KM 0903857.4 |
 FX3353| FX3425 PORTSMOUTH RAD STA WSAP TOWER       APPROX. 2.1 KM 1761100.8 |
 FX3353|---------------------------------------------------------------------|
 FX3353
 FX3353                          SUPERSEDED SURVEY CONTROL
 FX3353
 FX3353  NAD 83(1986)-  36 51 49.05582(N)    076 19 01.39101(W) AD(       ) 3
 FX3353  NAD 27      -  36 51 48.52200(N)    076 19 02.59800(W) AD(       ) 3
 FX3353
 FX3353.Superseded values are not recommended for survey control.
 FX3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3353.See file dsdata.txt to determine how the superseded data were derived.
 FX3353
 FX3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8260380554(NAD 83)
 FX3353
 FX3353  HISTORY     - Date     Condition        Report By
 FX3353  HISTORY     - 1940     MONUMENTED       CGS
 FX3353  HISTORY     - 1949     SEE DESCRIPTION  CGS
 FX3353  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX3353  HISTORY     - 1963     MARK NOT FOUND   USGS
 FX3353
 FX3353                          STATION DESCRIPTION
 FX3353
 FX3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (EOH)
 FX3353'STATION IS LOCATED IN NORFOLK, ON THE SW CORNER OF THE NORFOLK
 FX3353'AND WESTERN RAILWAY COMMERCIAL PIER S, 13.4 FEET N OF THE S
 FX3353'EDGE OF PIER, AND 3.65 FEET E OF W EDGE OF PIER.  MARKED BY A
 FX3353'BOAT SPIKE IN CENTER OF TRIANGLE OF NAILS.
 FX3353'
 FX3353'REFERENCE MARK 1 IS A TRIANGLE OF NAILS IN SW CORNER OF
 FX3353'PIER 11.53 FEET DISTANT.
 FX3353'
 FX3353'REFERENCE MARK 2 IS A TRIANGLE OF NAILS 9.3 FEET N IN DECK
 FX3353'PLANKING AT W EDGE OF PIER.
 FX3353'
 FX3353'REFERENCE MARK 3 IS A TRIANGLE OF NAILS 11.23 FEET NE IN
 FX3353'DECK PLANKING NEAR WAREHOUSE WALL.
 FX3353
 FX3353                          STATION RECOVERY (1954)
 FX3353
 FX3353'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3353'ENTIRE SW CORNER OF DOCK WHICH WAS STATION SITE HAS BEEN DESTROYED.
 FX3353
 FX3353                          STATION RECOVERY (1963)
 FX3353
 FX3353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX3353'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8403 ***********************************************************************
 HV8403  DESIGNATION -  ESSO
 HV8403  PID         -  HV8403
 HV8403  STATE/COUNTY-  VA/FAIRFAX
 HV8403  USGS QUAD   -  FAIRFAX (1994)
 HV8403
 HV8403                         *CURRENT SURVEY CONTROL
 HV8403  ___________________________________________________________________
 HV8403* NAD 83(1993)-  38 48 58.01567(N)    077 19 16.70769(W)     ADJUSTED  
 HV8403* NAVD 88     -       127.0    (meters)     417.     (feet)  VERTCON   
 HV8403  ___________________________________________________________________
 HV8403  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HV8403  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HV8403
 HV8403  HORZ ORDER  -  SECOND
 HV8403
 HV8403.The horizontal coordinates were established by classical geodetic methods
 HV8403.and adjusted by the National Geodetic Survey in November 1994..
 HV8403
 HV8403.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8403
 HV8403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8403
 HV8403.The geoid height was determined by GEOID03.
 HV8403
 HV8403;                    North         East     Units Scale Factor Converg.
 HV8403;SPC VA N     - 2,128,245.442 3,602,362.153   MT  0.99995438   +0 44 08.3
 HV8403;SPC VA N     - 6,982,418.59 11,818,749.83   sFT  0.99995438   +0 44 08.3
 HV8403;UTM  18      - 4,298,930.882   298,462.723   MT  1.00010019   -1 27 19.9
 HV8403
 HV8403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8403!SPC VA N     -   0.99998506  x   0.99995438  =   0.99993944
 HV8403!UTM  18      -   0.99998506  x   1.00010019  =   1.00008525
 HV8403
 HV8403                          SUPERSEDED SURVEY CONTROL
 HV8403
 HV8403  NAD 83(1993)-  38 48 58.01441(N)    077 19 16.71317(W) AD(       ) 2
 HV8403  NAD 83(1986)-  38 48 58.01472(N)    077 19 16.72074(W) AD(       ) 2
 HV8403  NGVD 29 (01/12/90)  127.3    (m)          418.     (f) VERT ANG       
 HV8403
 HV8403.Superseded values are not recommended for survey control.
 HV8403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8403.See file dsdata.txt to determine how the superseded data were derived.
 HV8403
 HV8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9846398931(NAD 83)
 HV8403_MARKER: N = NAIL
 HV8403_SETTING: 0 = UNSPECIFIED SETTING
 HV8403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8403
 HV8403  HISTORY     - Date     Condition        Report By
 HV8403  HISTORY     - 1975     MONUMENTED       VA-059
 HV8403
 HV8403                          STATION DESCRIPTION
 HV8403
 HV8403'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8403'THE STATION IS LOCATED ABOUT 5.9 MILES SOUTHEAST OF CENTERVILLE, 2.2
 HV8403'MILES SOUTH OF FAIRFAX, 1.2 MILES NORTH OF FAIRFAX STATION IN THE
 HV8403'ASPHALT SURFACE OF OX ROAD BESIDE LESTERS ESSO STATION ON THE CORNER
 HV8403'OF OX ROAD AND ZION DRIVE.  SEE FAIRFAX COUNTY TAX MAP 68-3, REVISED
 HV8403'TO 1-1-76.
 HV8403'
 HV8403'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 123, OX ROAD, AND
 HV8403'ROUTE 236, MAIN STREET, IN FAIRFAX CITY, GO SOUTH ON ROUTE 123 FOR
 HV8403'2.3 MILES TO THE STATION ON THE LEFT.
 HV8403'
 HV8403'THE STATION IS A PK NAIL IN OX ROAD FLUSH WITH THE SURFACE. LOCATED
 HV8403'102 FEET N FROM THE CENTERLINE OF ZION DRIVE, AND 18 FEET E FROM THE
 HV8403'CENTERLINE OF OX ROAD.
 HV8403'
 HV8403'REFERENCE MARK NO. 01 IS A CHISELED X IN THE TOP OF THE CONCRETE CURB
 HV8403'AT THE NORTHWESTERN CORNER OF THE ESSO STATION PROPERTY LOCATED 36
 HV8403'FEET W FROM THE CENTERLINE OF ROUTE 123.
 HV8403'
 HV8403'REFERENCE MARK NO. 02 IS A CHISELED X IN THE TOP OF THE CONCRETE CURB
 HV8403'AT THE SOUTHWESTERN CORNER OF A SMALL TRAFFIC ISLAND. LOCATED 36 FEET
 HV8403'W FROM THE CENTERLINE OF ROUTE 123, AND 78 FEET S FROM RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9543 ***********************************************************************
 HV9543  DESIGNATION -  ET 1 EAK
 HV9543  PID         -  HV9543
 HV9543  STATE/COUNTY-  VA/FAIRFAX
 HV9543  USGS QUAD   -  FALLS CHURCH (1994)
 HV9543
 HV9543                         *CURRENT SURVEY CONTROL
 HV9543  ___________________________________________________________________
 HV9543* NAD 83(1986)-  38 57 15.     (N)    077 11 36.     (W)     SCALED    
 HV9543* NAVD 88     -        96.562  (meters)     316.80   (feet)  ADJUSTED  
 HV9543  ___________________________________________________________________
 HV9543  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV9543  DYNAMIC HT  -          96.510 (meters)     316.63  (feet)  COMP
 HV9543  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 HV9543
 HV9543  VERT ORDER  -  THIRD
 HV9543
 HV9543.The horizontal coordinates were scaled from a topographic map and have
 HV9543.an estimated accuracy of +/- 6 seconds.
 HV9543
 HV9543.The orthometric height was determined by differential leveling
 HV9543.and adjusted by the National Geodetic Survey in September 2004..
 HV9543.No vertical observational check was made to the station.
 HV9543
 HV9543.The geoid height was determined by GEOID03.
 HV9543
 HV9543.The dynamic height is computed by dividing the NAVD 88
 HV9543.geopotential number by the normal gravity value computed on the
 HV9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9543.degrees latitude (g = 980.6199 gals.).
 HV9543
 HV9543.The modeled gravity was interpolated from observed gravity values.
 HV9543
 HV9543;                    North         East    Units  Estimated Accuracy
 HV9543;SPC VA N     - 2,143,720.    3,613,260.      MT  (+/- 180 meters Scaled)
 HV9543
 HV9543                          SUPERSEDED SURVEY CONTROL
 HV9543
 HV9543.No superseded survey control is available for this station.
 HV9543
 HV9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ099139(NAD 83)
 HV9543_MARKER: DE = TRAVERSE STATION DISK
 HV9543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9543_SP_SET: CONCRETE POST
 HV9543_STAMPING: ET 1 EAK 1963
 HV9543_MARK LOGO: USGS  
 HV9543_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9543+STABILITY: SURFACE MOTION
 HV9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9543+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1992
 HV9543
 HV9543  HISTORY     - Date     Condition        Report By
 HV9543  HISTORY     - 1963     MONUMENTED       USGS
 HV9543  HISTORY     - 19920120 GOOD             MSI
 HV9543
 HV9543                          STATION DESCRIPTION
 HV9543
 HV9543'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9543'THE STATION IS LOCATED IN FAIRFAX COUNTY, VA.  IT IS AT THE
 HV9543'INTERSECTION OF GEORGETOWN PIKE (ROUTE 193) AND I-495 NEAR LANGLEY.
 HV9543'TO REACH THE STATION FROM THE POST OFFICE AT MCLEAN, PROCEED
 HV9543'NORTHWEST ON GEORGETOWN PIKE FOR 1.5 MILES (2.4 KM) TO THE I-495
 HV9543'INTERCHANGE AND THE STATION ON THE LEFT IN THE MEDIAN, 61 FEET (18.6
 HV9543'M) WEST OF THE EAST END OF THE MEDIAN STRIP, IN TOP OF A CONCRETE
 HV9543'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1040 ***********************************************************************
 GW1040  DESIGNATION -  ET 1 WCE
 GW1040  PID         -  GW1040
 GW1040  STATE/COUNTY-  VA/AMHERST
 GW1040  USGS QUAD   -  PINEY RIVER (1984)
 GW1040
 GW1040                         *CURRENT SURVEY CONTROL
 GW1040  ___________________________________________________________________
 GW1040* NAD 83(1986)-  37 37 38.     (N)    079 00 15.     (W)     SCALED    
 GW1040* NAVD 88     -       193.152  (meters)     633.70   (feet)  ADJUSTED  
 GW1040  ___________________________________________________________________
 GW1040  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 GW1040  DYNAMIC HT  -         193.010 (meters)     633.23  (feet)  COMP
 GW1040  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 GW1040
 GW1040  VERT ORDER  -  SECOND    CLASS 0
 GW1040
 GW1040.The horizontal coordinates were scaled from a topographic map and have
 GW1040.an estimated accuracy of +/- 6 seconds.
 GW1040
 GW1040.The orthometric height was determined by differential leveling
 GW1040.and adjusted by the National Geodetic Survey in June 1991..
 GW1040
 GW1040.The geoid height was determined by GEOID03.
 GW1040
 GW1040.The dynamic height is computed by dividing the NAVD 88
 GW1040.geopotential number by the normal gravity value computed on the
 GW1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1040.degrees latitude (g = 980.6199 gals.).
 GW1040
 GW1040.The modeled gravity was interpolated from observed gravity values.
 GW1040
 GW1040;                    North         East    Units  Estimated Accuracy
 GW1040;SPC VA S     - 1,143,710.    3,455,500.      MT  (+/- 180 meters Scaled)
 GW1040
 GW1040                          SUPERSEDED SURVEY CONTROL
 GW1040
 GW1040  NGVD 29 (??/??/92)  193.360  (m)          634.38   (f) ADJ UNCH    2 0
 GW1040
 GW1040.Superseded values are not recommended for survey control.
 GW1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1040.See file dsdata.txt to determine how the superseded data were derived.
 GW1040
 GW1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB761663(NAD 83)
 GW1040_MARKER: DD = SURVEY DISK
 GW1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1040_SP_SET: BRIDGE
 GW1040_STAMPING: ET 1 WCE 1962
 GW1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1040
 GW1040  HISTORY     - Date     Condition        Report By
 GW1040  HISTORY     - 1962     MONUMENTED       USGS
 GW1040  HISTORY     - 1965     GOOD             NGS
 GW1040
 GW1040                          STATION DESCRIPTION
 GW1040
 GW1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW1040'4 MI NE FROM AMHERST.
 GW1040'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST
 GW1040'OFFICE IN AMHERST TO THE MARK SET IN THE TOP OF THE NORTHWEST
 GW1040'WINGWALL OF A BRIDGE OVER A SMALL CREEK, 23 FEET WEST OF THE
 GW1040'APPROXIMATE CENTER OF THE HIGHWAY AND IS ABOUT 1 FOOT BELOW THE
 GW1040'LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK WAS USED FOR THE AZIMUTH
 GW1040'MARK FOR STATION BUFFALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1513 ***********************************************************************
 FY1513  DESIGNATION -  ET 17 MAX
 FY1513  PID         -  FY1513
 FY1513  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1513  USGS QUAD   -  BROSVILLE (1982)
 FY1513
 FY1513                         *CURRENT SURVEY CONTROL
 FY1513  ___________________________________________________________________
 FY1513* NAD 83(1993)-  36 37 15.54704(N)    079 36 18.35817(W)     ADJUSTED  
 FY1513* NAVD 88     -       270.526  (meters)     887.55   (feet)  ADJUSTED  
 FY1513  ___________________________________________________________________
 FY1513  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 FY1513  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 FY1513  DYNAMIC HT  -         270.296 (meters)     886.80  (feet)  COMP
 FY1513  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 FY1513
 FY1513  HORZ ORDER  -  SECOND
 FY1513  VERT ORDER  -  SECOND    CLASS 0
 FY1513
 FY1513.The horizontal coordinates were established by classical geodetic methods
 FY1513.and adjusted by the National Geodetic Survey in September 1995..
 FY1513
 FY1513.The orthometric height was determined by differential leveling
 FY1513.and adjusted by the National Geodetic Survey in June 1991..
 FY1513
 FY1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1513
 FY1513.The geoid height was determined by GEOID03.
 FY1513
 FY1513.The dynamic height is computed by dividing the NAVD 88
 FY1513.geopotential number by the normal gravity value computed on the
 FY1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1513.degrees latitude (g = 980.6199 gals.).
 FY1513
 FY1513.The modeled gravity was interpolated from observed gravity values.
 FY1513
 FY1513;                    North         East     Units Scale Factor Converg.
 FY1513;SPC VA S     - 1,032,500.841 3,401,146.497   MT  1.00002963   -0 40 14.6
 FY1513;SPC VA S     - 3,387,463.18 11,158,594.80   sFT  1.00002963   -0 40 14.6
 FY1513;UTM  17      - 4,053,734.184   624,729.649   MT  0.99979167   +0 49 55.9
 FY1513
 FY1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1513!SPC VA S     -   0.99996262  x   1.00002963  =   0.99999225
 FY1513!UTM  17      -   0.99996262  x   0.99979167  =   0.99975430
 FY1513
 FY1513                          SUPERSEDED SURVEY CONTROL
 FY1513
 FY1513  NAD 83(1986)-  36 37 15.55263(N)    079 36 18.35979(W) AD(       ) 2
 FY1513  NAD 27      -  36 37 15.06175(N)    079 36 19.25309(W) AD(       ) 2
 FY1513  NGVD 29 (??/??/92)  270.75   (m)          888.3    (f) COMPUTED    2 0
 FY1513
 FY1513.Superseded values are not recommended for survey control.
 FY1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1513.See file dsdata.txt to determine how the superseded data were derived.
 FY1513
 FY1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2473053734(NAD 83)
 FY1513_MARKER: DD = SURVEY DISK
 FY1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1513_STAMPING: ET 17 MAX 1963 888
 FY1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1513+STABILITY: SURFACE MOTION
 FY1513
 FY1513  HISTORY     - Date     Condition        Report By
 FY1513  HISTORY     - 1964     MONUMENTED       DI
 FY1513  HISTORY     - 1964     GOOD             NGS
 FY1513
 FY1513                          STATION DESCRIPTION
 FY1513
 FY1513'DESCRIBED BY US DEPARTMENT OF INTERIOR 1964 (ELH)
 FY1513'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 58,
 FY1513'11-1/2 MILES WEST OF DANVILLE, 5.4 MILES EAST OF THE
 FY1513'PITTSYLVANIA-HENRY COUNTY LINE AND NEAR THE BROSVILLE SCHOOL.
 FY1513'
 FY1513'ET 17 MAX (USDI) IS 88 FEET SOUTHWEST OF THE APPROXIMATE
 FY1513'CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 58, 57 FEET
 FY1513'SOUTHWEST OF POWER LINE POLE NO. 307, 57 FEET SOUTHEAST OF THE
 FY1513'SOUTHEAST CORNER OF A FRAME BUILDING AND 2 FEET NORTH OF A
 FY1513'ROW OF 4 BY 4 POSTS.  IT IS A U.S. DEPT. OF INTERIOR BENCH MARK
 FY1513'DISK SET IN A SQUARE 6-INCH CONCRETE MOUNMENT PROJECTING 1
 FY1513'INCH AND IS STAMPED ET 17 MAX 1963 888.  A TRAVERSE CONNECTION
 FY1513'WAS MADE TO TRAVERSE STATION BROSVILLE.
 FY1513
 FY1513                          STATION RECOVERY (1964)
 FY1513
 FY1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FY1513'AT BROSVILLE.
 FY1513'THE MARK IS LOCATED AT THE BROSVILLE SCHOOL, SET IN THE TOP OF A
 FY1513'CONCRETE POST, PROJECTING 1 INCH, ABOUT 200 FEET NORTHWEST OF THE
 FY1513'NORTHWEST CORNER OF THE BROSVILLE SCHOOL, 88 FEET SOUTHWEST OF THE
 FY1513'APPROXIMATE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 58,
 FY1513'57 FEET SOUTHWEST OF POWERLINE POLE NUMBER 307, 57 FEET SOUTHEAST
 FY1513'OF THE SOUTHEAST CORNER OF A FRAME BUILDING, 2 FEET NORTH OF A
 FY1513'ROW OF 4 BY 4 POSTS AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 FY1513'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0893 ***********************************************************************
 GV0893  DESIGNATION -  ET 243 USGS
 GV0893  PID         -  GV0893
 GV0893  STATE/COUNTY-  VA/ESSEX
 GV0893  USGS QUAD   -  DUNNSVILLE (1985)
 GV0893
 GV0893                         *CURRENT SURVEY CONTROL
 GV0893  ___________________________________________________________________
 GV0893* NAD 83(1986)-  37 47 20.     (N)    076 46 01.     (W)     SCALED    
 GV0893* NAVD 88     -        35.864  (meters)     117.66   (feet)  ADJUSTED  
 GV0893  ___________________________________________________________________
 GV0893  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 GV0893  DYNAMIC HT  -          35.840 (meters)     117.59  (feet)  COMP
 GV0893  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 GV0893  OBS GRAVITY -     979,963.2   (mgal)                       GRAV_OBS
 GV0893
 GV0893  VERT ORDER  -  FIRST     CLASS I
 GV0893
 GV0893.The horizontal coordinates were scaled from a topographic map and have
 GV0893.an estimated accuracy of +/- 6 seconds.
 GV0893
 GV0893.The orthometric height was determined by differential leveling
 GV0893.and adjusted by the National Geodetic Survey in June 1991..
 GV0893
 GV0893.The geoid height was determined by GEOID03.
 GV0893
 GV0893.The dynamic height is computed by dividing the NAVD 88
 GV0893.geopotential number by the normal gravity value computed on the
 GV0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0893.degrees latitude (g = 980.6199 gals.).
 GV0893
 GV0893.The modeled gravity was interpolated from observed gravity values.
 GV0893.The observed gravity was obtained from relative gravimeter ties
 GV0893.to the IGSN71 gravity network.
 GV0893
 GV0893;                    North         East    Units  Estimated Accuracy
 GV0893;SPC VA S     - 1,162,940.    3,652,640.      MT  (+/- 180 meters Scaled)
 GV0893
 GV0893                          SUPERSEDED SURVEY CONTROL
 GV0893
 GV0893  NGVD 29 (??/??/??)   36.106  (m)          118.46   (f) ADJUSTED    1 1
 GV0893
 GV0893.Superseded values are not recommended for survey control.
 GV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0893.See file dsdata.txt to determine how the superseded data were derived.
 GV0893
 GV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG444838(NAD 83)
 GV0893_MARKER: DD = SURVEY DISK
 GV0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0893_STAMPING: ET 118 243 MLS 1967
 GV0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0893+STABILITY: SURFACE MOTION
 GV0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0893+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 GV0893
 GV0893  HISTORY     - Date     Condition        Report By
 GV0893  HISTORY     - 1967     MONUMENTED       USGS
 GV0893  HISTORY     - 1971     GOOD             NGS
 GV0893  HISTORY     - 1978     GOOD             DMA
 GV0893  HISTORY     - 19950402 GOOD             USPSQD
 GV0893  HISTORY     - 19990327 GOOD             USPSQD
 GV0893  HISTORY     - 20040313 GOOD             USPSQD
 GV0893
 GV0893                          STATION DESCRIPTION
 GV0893
 GV0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0893'1.3 MI SE FROM CENTER CROSS.
 GV0893'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0893'OFFICE AT CENTER CROSS, 52 FEET WEST OF THE CENTER LINE OF THE
 GV0893'HIGHWAY, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 GV0893'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 GV0893'ABOVE THE LEVEL OF THE HIGHWAY.
 GV0893
 GV0893                          STATION RECOVERY (1978)
 GV0893
 GV0893'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0893'RECOVERED IN GOOD CONDITION.
 GV0893
 GV0893                          STATION RECOVERY (1995)
 GV0893
 GV0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0893'RECOVERED IN GOOD CONDITION.
 GV0893
 GV0893                          STATION RECOVERY (1999)
 GV0893
 GV0893'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0893'RECOVERED IN GOOD CONDITION.
 GV0893
 GV0893                          STATION RECOVERY (2004)
 GV0893
 GV0893'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0133 ***********************************************************************
 HW0133  DESIGNATION -  ET 25 WCE=YATES ERDL
 HW0133  PID         -  HW0133
 HW0133  STATE/COUNTY-  VA/CULPEPER
 HW0133  USGS QUAD   -  CASTLETON (1994)
 HW0133
 HW0133                         *CURRENT SURVEY CONTROL
 HW0133  ___________________________________________________________________
 HW0133* NAD 83(1993)-  38 31 37.17346(N)    078 05 46.37714(W)     ADJUSTED  
 HW0133* NAVD 88     -       189.839  (meters)     622.83   (feet)  ADJUSTED  
 HW0133  ___________________________________________________________________
 HW0133  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 HW0133  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW0133  DYNAMIC HT  -         189.717 (meters)     622.43  (feet)  COMP
 HW0133  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 HW0133
 HW0133  HORZ ORDER  -  SECOND
 HW0133  VERT ORDER  -  SECOND    CLASS 0
 HW0133
 HW0133.The horizontal coordinates were established by classical geodetic methods
 HW0133.and adjusted by the National Geodetic Survey in November 1994..
 HW0133
 HW0133.The orthometric height was determined by differential leveling
 HW0133.and adjusted by the National Geodetic Survey in June 1991..
 HW0133
 HW0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0133
 HW0133.The geoid height was determined by GEOID03.
 HW0133
 HW0133.The dynamic height is computed by dividing the NAVD 88
 HW0133.geopotential number by the normal gravity value computed on the
 HW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0133.degrees latitude (g = 980.6199 gals.).
 HW0133
 HW0133.The modeled gravity was interpolated from observed gravity values.
 HW0133
 HW0133;                    North         East     Units Scale Factor Converg.
 HW0133;SPC VA N     - 2,095,572.036 3,535,208.170   MT  0.99994963   +0 15 07.2
 HW0133;SPC VA N     - 6,875,222.59 11,598,428.80   sFT  0.99994963   +0 15 07.2
 HW0133;UTM  17      - 4,268,285.972   753,133.793   MT  1.00038917   +1 48 34.8
 HW0133
 HW0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0133!SPC VA N     -   0.99997532  x   0.99994963  =   0.99992495
 HW0133!UTM  17      -   0.99997532  x   1.00038917  =   1.00036448
 HW0133
 HW0133|---------------------------------------------------------------------|
 HW0133| PID    Reference Object                     Distance      Geod. Az  |
 HW0133|                                                           dddmmss.s |
 HW0133| HW0135 YATES ERDL RM 1                      61.891 METERS 08418     |
 HW0133| HW0134 YATES ERDL RM 2                      32.482 METERS 15945     |
 HW0133| HW3297 CLARK MOUNTAIN MICROWAVE TOWER      APPROX.25.3 KM 1611844.1 |
 HW0133| HW0132 YATES AZ MK                                        2291425.3 |
 HW0133|---------------------------------------------------------------------|
 HW0133
 HW0133                          SUPERSEDED SURVEY CONTROL
 HW0133
 HW0133  NAD 83(1986)-  38 31 37.17665(N)    078 05 46.38711(W) AD(       ) 2
 HW0133  NAD 27      -  38 31 36.72970(N)    078 05 47.38870(W) AD(       ) 2
 HW0133  NGVD 29 (??/??/92)  190.044  (m)          623.50   (f) ADJ UNCH    2 0
 HW0133
 HW0133.Superseded values are not recommended for survey control.
 HW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0133.See file dsdata.txt to determine how the superseded data were derived.
 HW0133
 HW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5313468286(NAD 83)
 HW0133_MARKER: DD = SURVEY DISK
 HW0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0133_STAMPING: YATES ERDL ET 25 WCE 1958
 HW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW0133
 HW0133  HISTORY     - Date     Condition        Report By
 HW0133  HISTORY     - 1959     MONUMENTED       USGS
 HW0133  HISTORY     - 1959     GOOD             NGS
 HW0133  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 HW0133
 HW0133                          STATION DESCRIPTION
 HW0133
 HW0133'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (HRL)
 HW0133'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF CULPEPER,
 HW0133'AND ABOUT 1/2 MILE NORTH OF GRIFFINSBURG, ON A LOW RIDGE IN
 HW0133'AN OPEN PASTURE.
 HW0133'
 HW0133'TO REACH THE STATION FROM THE CULPEPER POST OFFICE, GO NORTH
 HW0133'ON U.S. HIGHWAY NO. 29 FOR 0.15 MILE TO THE JUNCTION OF U.S.
 HW0133'HIGHWAY NO. 522.  TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY
 HW0133'NO. 522 FOR 6.0 MILES TO THE YATES GENERAL STORE IN GRIFFINSBURG
 HW0133'ON THE LEFT AND A WOOD GATE ON THE RIGHT.  TURN RIGHT THROUGH
 HW0133'GATE AND GO NORTH ON A FIELD ROAD FOR 0.2 MILE TO AN OLD WOOD
 HW0133'GATE.  CONTINUE STRAIGHT AHEAD ON A FIELD ROAD FOR 0.35 MILE
 HW0133'TO THE TOP OF A HILL AND A WOOD GATE.  BEAR LEFT THROUGH
 HW0133'GATE AND GO WEST FOR 0.05 MILE TO THE STATION.  TO REACH THE
 HW0133'AZIMUTH MARK FROM THE YATES GENERAL STORE IN GRIFFINSBURG,
 HW0133'GO WEST ON U.S. HIGHWAY NO. 522 FOR 0.2 MILE TO THE AZIMUTH
 HW0133'MARK ON THE LEFT.
 HW0133'
 HW0133'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HW0133'STAMPED YATES ERDL ET25 WCE 1958, IS SET IN CONCRETE AT THE
 HW0133'CENTER OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 8 INCHES.
 HW0133'IT IS 136 FEET WEST OF A WOOD GATE AND 76 FEET EAST OF AN
 HW0133'8 INCH PINE TREE.
 HW0133'
 HW0133'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED YATES ERDL ET25
 HW0133'WCE NO 1 1959, IS SET IN CONCRETE AT THE CENTER OF A 12 X 12 INCH
 HW0133'CONCRETE WHICH PROJECTS 1 INCH.  IT IS 141 FEET NORTH OF THE
 HW0133'NORTH EDGE OF A WOOD GATE AND 27 FEET WEST OF A WIRE FENCE.
 HW0133'A STANDARD METAL WITNESS POST WAS SET 2.2 FEET EAST OF THE
 HW0133'MARK.  AN UNDERGROUND REFERENCE MARK DISK WAS SET 30 INCHES
 HW0133'BELOW THE SURFACE OF THE GROUND.
 HW0133'
 HW0133'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED YATES ERDL
 HW0133'ET25 WCE NO 2 1959, IS SET IN CONCRETE AT THE CENTER OF A 12 X 12
 HW0133'INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 32 FEET
 HW0133'WEST OF A WIRE FENCE AND 58 FEET SOUTHWEST OF THE SOUTH CORNER
 HW0133'OF A WOOD GATE.
 HW0133'
 HW0133'AZIMUTH MARK, A STANDARD DISK STAMPED YATES ERDL ET25 WCE 1959, IS
 HW0133'SET IN CONCRETE AT THE CENTER OF A 12 X 12 INCH CONCRETE POST
 HW0133'WHICH PROJECTS 2 INCHES.  IT IS 25 FEET SOUTH OF THE CENTERLINE
 HW0133'OF U.S. HIGHWAY NO. 522, 6.6 FEET NORTH OF A WOOD FENCE AND
 HW0133'24 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  A STANDARD
 HW0133'METAL WITNESS POST WAS SET 5.8 FEET SOUTH OF THE MARK.
 HW0133'
 HW0133'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HW0133
 HW0133                          STATION RECOVERY (1959)
 HW0133
 HW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HW0133'0.5 MI N FROM GRIFFINSBURG.
 HW0133'FROM GRIFFINSBURG WHICH IS 6.0 MILES NORTHWEST OF CULPEPER ON
 HW0133'U.S. HIGHWAY 522, GO THROUGH WOOD GATE OPPOSITE YATES GENERAL
 HW0133'STORE AND CONTINUE NORTHERLY ON FIELD ROAD FOR 0.2 MILE TO AN
 HW0133'OLD WOOD GATE.  CONTINUE STRAIGHT AHEAD ON FIELD ROAD FOR 0.35
 HW0133'MILE TO TOP OF HILL AND WOOD GATE.  BEAR LEFT THROUGH GATE AND GO
 HW0133'WEST FOR 0.05 MILE TO STATION.  THE MARK WHICH PROJECTS ABOUT
 HW0133'8 INCHES IS 136 FEET WEST OF A WOOD GATE, AND 76 FEET EAST OF
 HW0133'AN 8 INCH PINE TREE.
 HW0133
 HW0133                          STATION RECOVERY (2001)
 HW0133
 HW0133'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3265 ***********************************************************************
 HW3265  DESIGNATION -  ET 27 WCE
 HW3265  PID         -  HW3265
 HW3265  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3265  USGS QUAD   -  WASHINGTON (1994)
 HW3265
 HW3265                         *CURRENT SURVEY CONTROL
 HW3265  ___________________________________________________________________
 HW3265* NAD 83(1993)-  38 37 57.08917(N)    078 09 01.15946(W)     ADJUSTED  
 HW3265* NAVD 88     -       426.6    (meters)    1400.     (feet)  VERTCON   
 HW3265  ___________________________________________________________________
 HW3265  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 HW3265  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HW3265
 HW3265  HORZ ORDER  -  SECOND
 HW3265
 HW3265.The horizontal coordinates were established by classical geodetic methods
 HW3265.and adjusted by the National Geodetic Survey in November 1994..
 HW3265
 HW3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3265
 HW3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3265
 HW3265.The geoid height was determined by GEOID03.
 HW3265
 HW3265;                    North         East     Units Scale Factor Converg.
 HW3265;SPC VA N     - 2,107,266.847 3,530,445.756   MT  0.99994842   +0 13 05.7
 HW3265;SPC VA N     - 6,913,591.31 11,582,804.12   sFT  0.99994842   +0 13 05.7
 HW3265;UTM  17      - 4,279,851.730   748,052.663   MT  1.00035778   +1 46 48.1
 HW3265
 HW3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3265!SPC VA N     -   0.99993820  x   0.99994842  =   0.99988662
 HW3265!UTM  17      -   0.99993820  x   1.00035778  =   1.00029596
 HW3265
 HW3265|---------------------------------------------------------------------|
 HW3265| PID    Reference Object                     Distance      Geod. Az  |
 HW3265|                                                           dddmmss.s |
 HW3265| DC3345 ET 27 WCE RM 1                        9.589 METERS 00905     |
 HW3265| DC3344 ET 27 WCE AZ MK                                    1674955.6 |
 HW3265| DC3346 ET 27 WCE RM 2                       10.631 METERS 18810     |
 HW3265| HW3266 RED OAK KNOB LOOKOUT 50              23.469 METERS 33333     |
 HW3265|---------------------------------------------------------------------|
 HW3265
 HW3265                          SUPERSEDED SURVEY CONTROL
 HW3265
 HW3265  NAD 83(1986)-  38 37 57.09242(N)    078 09 01.16834(W) AD(       ) 2
 HW3265  NAD 27      -  38 37 56.65738(N)    078 09 02.16278(W) AD(       ) 2
 HW3265  NGVD 29 (07/19/86)  426.8    (m)         1400.     (f) VERT ANG       
 HW3265
 HW3265.Superseded values are not recommended for survey control.
 HW3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3265.See file dsdata.txt to determine how the superseded data were derived.
 HW3265
 HW3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC4805379852(NAD 83)
 HW3265_MARKER: DB = BENCH MARK DISK
 HW3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3265
 HW3265  HISTORY     - Date     Condition        Report By
 HW3265  HISTORY     - 1959     MONUMENTED       USGS
 HW3265  HISTORY     - 1965     GOOD             CGS
 HW3265  HISTORY     - 1971     GOOD             NGS
 HW3265
 HW3265                          STATION DESCRIPTION
 HW3265
 HW3265'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (HRL)
 HW3265'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF CULPEPER AND
 HW3265'ABOUT 5 MILES SOUTHEAST OF SPERRYVILLE, ON TOP OF RED OAK
 HW3265'KNOB.
 HW3265'
 HW3265'TO REACH THE STATION FROM THE CULPEPER POST OFFICE, GO NORTH
 HW3265'ON U.S. HIGHWAY NO. 29 FOR 0.15 MILE TO THE JUNCTION OF
 HW3265'U.S. HIGHWAY NO. 522.  TURN LEFT AND GO NORTHWEST ON U.S.
 HW3265'HIGHWAY NO. 522 FOR 6.0 MILES TO THE JUNCTION OF COUNTY
 HW3265'ROUTE NO. 634.  CONTINUE NORTHWEST ON U.S. HIGHWAY NO. 522
 HW3265'FOR 7.3 MILES TO THE JUNCTION OF COUNTY ROUTE NO. 618 IN
 HW3265'WOODVILLE.  TURN RIGHT ON COUNTY ROUTE NO. 618 AND GO NORTH
 HW3265'FOR 1.4 MILES TO A POINT WHERE COUNTY ROUTE NO. 618 TURNS
 HW3265'RIGHT AND A GRAVEL ROAD GOES STRAIGHT AHEAD.  CONTINUE
 HW3265'STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.25 MILES TO THE AZIMUTH
 HW3265'MARK ON LEFT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 HW3265'0.1 MILE TO TWO WOODEN GATES.  CONTINUE NORTHWEST UP HILL
 HW3265'FOR 0.1 MILE TO THE STATION SITE.
 HW3265'
 HW3265'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY MARK STAMPED
 HW3265'ET27 WCE 1958, IS SET IN CONCRETE AT THE CENTER OF A 6X6
 HW3265'INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 60 FEET
 HW3265'SOUTHEAST OF TELEPHONE NO. 52, 77 FEET SOUTH OF THE SOUTHEAST
 HW3265'CORNER OF A LOOKOUT HOUSE AND 219 FEET NORTH OF TELEPHONE
 HW3265'POLE NO. 51.
 HW3265'
 HW3265'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ET27 WCE 1959,
 HW3265'IS SET IN CONCRETE AT THE CENTER OF A 12X12 INCH CONCRETE
 HW3265'POST WHICH PROJECTS 2 INCHES.  IT IS 53 FEET SOUTHEAST OF
 HW3265'THE SOUTHEAST CORNER OF A LOOKOUT HOUSE AND 52 FEET EAST
 HW3265'OF TELEPHONE POLE NO. 52.
 HW3265'
 HW3265'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ET27 WCE 1959,
 HW3265'IS SET IN CONCRETE AT THE CENTER OF A 12X12 INCH CONCRETE
 HW3265'POST WHICH PROJECTS 4 INCHES.  IT IS 75 FEET SOUTH OF TELEPHONE
 HW3265'POLE NO. 52, 108 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HW3265'LOOKOUT HOUSE AND 192 FEET NORTH OF TELEPHONE POLE NO. 51.
 HW3265'
 HW3265'AZIMUTH MARK, A STANDARD DISK STAMPED ET27 WCE 1959, IS
 HW3265'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 23
 HW3265'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD AND 61
 HW3265'FEET NORTHWEST OF TELEPHONE POLE NO. 47.  A STANDARD METAL
 HW3265'WITNESS POST WAS SET 4 FEET EAST OF THE MARK.
 HW3265
 HW3265                          STATION RECOVERY (1965)
 HW3265
 HW3265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3265'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 HW3265'THE 1959 DESCRIPTION IS ADEQUATE WITH THE FOLLOW INFORMATION.
 HW3265'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STAMPED 1958 NOT 1959.
 HW3265
 HW3265                          STATION RECOVERY (1971)
 HW3265
 HW3265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HW3265'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HW3265'CONDITION.  THE REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 HW3265'GOOD CONDITION BUT THE MARKS ARE ALL STAMPED 1958 AND NOT 1959 AS
 HW3265'DESCRIBED AND THE REFERENCE MARKS ARE ALSO STAMPED NO 1 AND NO 2
 HW3265'RESPECTIVELY.  THE ORIGINAL TO REACH STATION MILEAGE IS SOMEWHAT
 HW3265'IN ERROR SO A NEW TO REACH FOLLOWS.
 HW3265'
 HW3265'TO REACH STATION FROM THE CULPEPER POST OFFICE GO NORTH ON U.S.
 HW3265'HIGHWAY 29 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 522.  TURN
 HW3265'LEFT AND GO NORTHWEST ON U.S. HIGHWAY 522 FOR 6.6 MILES TO THE
 HW3265'YATES GENERAL STORE IN GRIFFINSBURG.  CONTINUE NORTHWEST ON U.S.
 HW3265'HIGHWAY 522 FOR 8.0 MILES TO THE JUNCTION OF SECONDARY ROAD 618 IN
 HW3265'WOODVILLE.  TURN RIGHT ON SECONDARY ROAD 618 FOR 1.4 MILES TO
 HW3265'FORK.  KEEP STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.25 MILES TO THE
 HW3265'AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.1 MILE TO FARM BUILDINGS
 HW3265'AND TWO WOODEN GATES.  PASS THROUGH GATES AND GO 0.1 MILE TO TOP
 HW3265'OF HILL AT LOOKOUT TOWER AND STATION AS DESCRIBED.
 HW3265'
 HW3265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 HW3265'OF SPERRYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3288 ***********************************************************************
 HW3288  DESIGNATION -  ET 29 WCE
 HW3288  PID         -  HW3288
 HW3288  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3288  USGS QUAD   -  BENTONVILLE (1994)
 HW3288
 HW3288                         *CURRENT SURVEY CONTROL
 HW3288  ___________________________________________________________________
 HW3288* NAD 83(1993)-  38 45 23.16593(N)    078 15 06.70300(W)     ADJUSTED  
 HW3288* NAVD 88     -       871.5    (meters)    2859.     (feet)  VERTCON   
 HW3288  ___________________________________________________________________
 HW3288  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HW3288  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HW3288
 HW3288  HORZ ORDER  -  SECOND
 HW3288
 HW3288.The horizontal coordinates were established by classical geodetic methods
 HW3288.and adjusted by the National Geodetic Survey in November 1994..
 HW3288
 HW3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3288
 HW3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3288
 HW3288.The geoid height was determined by GEOID03.
 HW3288
 HW3288;                    North         East     Units Scale Factor Converg.
 HW3288;SPC VA N     - 2,120,992.546 3,521,567.731   MT  0.99995132   +0 09 17.5
 HW3288;SPC VA N     - 6,958,623.04 11,553,676.80   sFT  0.99995132   +0 09 17.5
 HW3288;UTM  17      - 4,293,335.117   738,799.785   MT  1.00030228   +1 43 16.2
 HW3288
 HW3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3288!SPC VA N     -   0.99986841  x   0.99995132  =   0.99981974
 HW3288!UTM  17      -   0.99986841  x   1.00030228  =   1.00017065
 HW3288
 HW3288:                Primary Azimuth Mark                     Grid Az
 HW3288:SPC VA N     -  ET 29 WCE AZ MK                          067 33 30.4
 HW3288:UTM  17      -  ET 29 WCE AZ MK                          065 59 31.7
 HW3288
 HW3288|---------------------------------------------------------------------|
 HW3288| PID    Reference Object                     Distance      Geod. Az  |
 HW3288|                                                           dddmmss.s |
 HW3288| DC3347 ET 29 WCE AZ MK                                    0674247.9 |
 HW3288| DC3348 ET 29 WCE RM 1                       18.380 METERS 25739     |
 HW3288| DC3349 ET 29 WCE RM 2                       16.857 METERS 31805     |
 HW3288|---------------------------------------------------------------------|
 HW3288
 HW3288                          SUPERSEDED SURVEY CONTROL
 HW3288
 HW3288  NAD 83(1986)-  38 45 23.16895(N)    078 15 06.71167(W) AD(       ) 2
 HW3288  NAD 27      -  38 45 22.74380(N)    078 15 07.70660(W) AD(       ) 2
 HW3288  NGVD 29 (07/19/86)  871.7    (m)         2860.     (f) VERT ANG       
 HW3288
 HW3288.Superseded values are not recommended for survey control.
 HW3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3288.See file dsdata.txt to determine how the superseded data were derived.
 HW3288
 HW3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC3880093335(NAD 83)
 HW3288_MARKER: DB = BENCH MARK DISK
 HW3288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3288_SP_SET: STONE WALL
 HW3288_STAMPING: ET 29 WCE 1958
 HW3288_MARK LOGO: USGS  
 HW3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3288+STABILITY: SURFACE MOTION
 HW3288
 HW3288  HISTORY     - Date     Condition        Report By
 HW3288  HISTORY     - 1959     MONUMENTED       USGS
 HW3288  HISTORY     - 1993     GOOD             USGS
 HW3288
 HW3288                          STATION DESCRIPTION
 HW3288
 HW3288'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (HRL)
 HW3288'STATION IS LOCATED ABOUT 12 MILES SOUTH SOUTHWEST OF FRONT
 HW3288'ROYAL AND ABOUT 7 MILES NORTH NORTHWEST OF SPERRYVILLE AT
 HW3288'THE MT. MARSHALL OVERLOOK ON SKYLINE DRIVE.  STATION IS
 HW3288'30 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 26.5 FEET
 HW3288'SOUTHWEST OF SIGN POST AND 5.5 FEET SOUTHWEST OF CONCRETE
 HW3288'POST SUPPORTING GARBAGE BARREL.  STATION IS SET FLUSH IN
 HW3288'A DRILL HOLE IN THE STONE WALL WHICH PROJECTS ABOUT 1.5 FEET
 HW3288'AND THE DISK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HW3288'DISK, IS STAMPED ET 29 WCE 1958.
 HW3288'
 HW3288'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 211 AND
 HW3288'SKYLINE DRIVE AT THORNTON GAP GO NORTHERLY ON THE SKYLINE
 HW3288'DRIVE FOR 12.6 MILES TO THE MT. MARSHALL OVERLOOK AND STATION
 HW3288'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHERLY ON THE SKYLINE
 HW3288'DRIVE FOR 1.95 MILES TO THE RANGEVIEW OVERLOOK AND AZIMUTH
 HW3288'MARK AS DESCRIBED.
 HW3288'
 HW3288'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 2 WHICH
 HW3288'IS 19.5 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 115
 HW3288'FEET SOUTHWEST OF MILEPOST 19 AND 7.5 FEET SOUTHEAST OF ROCK
 HW3288'WALL.  THE MARK IS A STANDARD DISK SET IN A 12 X 12 INCH
 HW3288'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND THE DISK
 HW3288'IS STAMPED ET 29 WCE NO 2 1959.
 HW3288'
 HW3288'REFERENCE MARK NO. 1 IS 19 FEET NORTHWEST OF THE CENTERLINE
 HW3288'OF HIGHWAY AND 7.5 FEET SOUTHEAST OF ROCK WALL.  THE MARK
 HW3288'IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A STONE CULVERT
 HW3288'AND THE DISK IS STAMPED ET 29 WCE NO 1 1959.
 HW3288'
 HW3288'AZIMUTH MARK IS 22.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 HW3288'5 FEET NORTH OF THE NORTH EDGE OF SURFACED PARKING AREA
 HW3288'AND 5 FEET SOUTH OF A SMALL EVERGREEN TREE.  THE MARK IS
 HW3288'A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN A CONCRETE
 HW3288'SLAB WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HW3288'ET 29 WCE 1959.
 HW3288'
 HW3288'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HW3288
 HW3288                          STATION RECOVERY (1993)
 HW3288
 HW3288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 HW3288'MT MARSHALL OVERLOOK ON SKYLINE DRIVE NEAR MILEPOST 19.  RM1 SET ON
 HW3288'CULVERT RETAINING WALL ABOUT 160' SOUTH-WEST OF MILEPOST 19 HAS BEEN
 HW3288'DISTURBED DUE TO RECONSTRUCTION OF WALL.  RM2, AFTER DILIGENT SEARCH,
 HW3288'COULD NOT BE FOUND.  AZM 1.95 MILES N/STATION ON RANGEVIEW OVERLOOK,
 HW3288'DISK ON 3' X 3' CONC. SLAB 43' N/INSIDE OF STONE WALL, AND 200'
 HW3288'(PACED) FROM A CULVERT PIPE IN A SOUTHERLY DIRECTION AS MEASURED ALONG
 HW3288'THE CENTERLINE OF PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9422 ***********************************************************************
 AF9422  DESIGNATION -  ET 29 WCE
 AF9422  PID         -  AF9422
 AF9422  STATE/COUNTY-  VA/PATRICK
 AF9422  USGS QUAD   -  NETTLERIDGE (1982)
 AF9422
 AF9422                         *CURRENT SURVEY CONTROL
 AF9422  ___________________________________________________________________
 AF9422* NAD 83(1993)-  36 37 18.03350(N)    080 14 51.17891(W)     ADJUSTED  
 AF9422* NAVD 88     -       428.6    (meters)    1406.     (feet)  VERTCON   
 AF9422  ___________________________________________________________________
 AF9422  X           -     868,211.268 (meters)                     COMP
 AF9422  Y           -  -5,051,397.623 (meters)                     COMP
 AF9422  Z           -   3,784,016.104 (meters)                     COMP
 AF9422  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AF9422  ELLIP HEIGHT-         395.90  (meters)          (03/13/03) GPS OBS
 AF9422  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AF9422
 AF9422  HORZ ORDER  -  FIRST
 AF9422  ELLP ORDER  -  FOURTH    CLASS II
 AF9422
 AF9422.The horizontal coordinates were established by GPS observations
 AF9422.and adjusted by the National Geodetic Survey in March 2003..
 AF9422
 AF9422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9422
 AF9422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9422
 AF9422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9422
 AF9422.The ellipsoidal height was determined by GPS observations
 AF9422.and is referenced to NAD 83.
 AF9422
 AF9422.The geoid height was determined by GEOID03.
 AF9422
 AF9422;                    North         East     Units Scale Factor Converg.
 AF9422;SPC VA S     - 1,033,445.742 3,343,684.735   MT  1.00002948   -1 03 38.3
 AF9422;SPC VA S     - 3,390,563.24 10,970,072.33   sFT  1.00002948   -1 03 38.3
 AF9422;UTM  17      - 4,053,168.545   567,280.864   MT  0.99965577   +0 26 55.9
 AF9422
 AF9422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9422!SPC VA S     -   0.99993787  x   1.00002948  =   0.99996735
 AF9422!UTM  17      -   0.99993787  x   0.99965577  =   0.99959366
 AF9422
 AF9422                          SUPERSEDED SURVEY CONTROL
 AF9422
 AF9422  NAD 83(1986)-  36 37 18.04262(N)    080 14 51.18191(W) AD(       ) 1
 AF9422  NGVD 29 (07/20/98)  428.8    (m)         1407.     (f) GPS OBS        
 AF9422
 AF9422.Superseded values are not recommended for survey control.
 AF9422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9422.See file dsdata.txt to determine how the superseded data were derived.
 AF9422
 AF9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6728153169(NAD 83)
 AF9422_MARKER: DD = SURVEY DISK
 AF9422_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9422_STAMPING: ET 29 WCE 1963
 AF9422_MARK LOGO: USGS  
 AF9422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9422+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1993
 AF9422
 AF9422  HISTORY     - Date     Condition        Report By
 AF9422  HISTORY     - 1963     MONUMENTED       USGS
 AF9422  HISTORY     - 19930311 GOOD             NCGS
 AF9422
 AF9422                          STATION DESCRIPTION
 AF9422
 AF9422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9422'STATION IS LOCATED 1.8 MI (2.9 KM)  SOUTHEAST OF STUART, VA AND 11.5
 AF9422'MI (18.5 KM)  NORTH OF DANBURY, NC. PROCEED ALONG VA 631 FOR 1.0 MI
 AF9422'(1.6 KM)  SOUTHEAST FROM VA 8 (ON THE SOUTH SIDE OF STUART, VA),
 AF9422'THENCE 0.55 MI (0.89 KM)  EAST ALONG VA 682 TO A METAL GATE (LOCKED)
 AF9422'IN FENCE ON THE NORTH SIDE OF THE ROAD, THENCE PROCEED NORTHEAST ON
 AF9422'FOOT FOR ABOUT 900 FEET (274.3 M)  ALONG THE WOODS LINE TO THE STATION
 AF9422'ON THE SOUTHWEST SIDE OF THE WOODS CORNER. LOCATED APPROXIMATELY 450
 AF9422'FT (137.2 M)  NORTHEAST OF THE CENTERLINE OF VA 682--AND 50.3 FT (15.3
 AF9422'M)  SOUTHWEST OF AN 8 INCH HARDWOOD, 68.3 FT (20.8 M)  SOUTHEAST OF A
 AF9422'TWIN FORK POPLAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3270 ***********************************************************************
 HW3270  DESIGNATION -  ET 3 FHK
 HW3270  PID         -  HW3270
 HW3270  STATE/COUNTY-  VA/PAGE
 HW3270  USGS QUAD   -  OLD RAG MTN (1994)
 HW3270
 HW3270                         *CURRENT SURVEY CONTROL
 HW3270  ___________________________________________________________________
 HW3270* NAD 83(1993)-  38 36 42.08284(N)    078 21 46.03451(W)     ADJUSTED  
 HW3270* NAVD 88     -       944.0    (meters)    3097.     (feet)  VERTCON   
 HW3270  ___________________________________________________________________
 HW3270  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 HW3270  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HW3270
 HW3270  HORZ ORDER  -  SECOND
 HW3270
 HW3270.The horizontal coordinates were established by classical geodetic methods
 HW3270.and adjusted by the National Geodetic Survey in November 1994..
 HW3270
 HW3270.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3270
 HW3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3270
 HW3270.The geoid height was determined by GEOID03.
 HW3270
 HW3270;                    North         East     Units Scale Factor Converg.
 HW3270;SPC VA N     - 2,104,905.045 3,511,950.310   MT  0.99994839   +0 05 08.3
 HW3270;SPC VA N     - 6,905,842.64 11,522,123.64   sFT  0.99994839   +0 05 08.3
 HW3270;UTM  17      - 4,276,985.859   729,621.902   MT  1.00024935   +1 38 47.2
 HW3270
 HW3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3270!SPC VA N     -   0.99985699  x   0.99994839  =   0.99980539
 HW3270!UTM  17      -   0.99985699  x   1.00024935  =   1.00010630
 HW3270
 HW3270|---------------------------------------------------------------------|
 HW3270| PID    Reference Object                     Distance      Geod. Az  |
 HW3270|                                                           dddmmss.s |
 HW3270| DC3351 ET 3 FHK RM 1                        26.365 METERS 03149     |
 HW3270| DC3350 ET 3 FHK AZ MK                                     2123009.8 |
 HW3270| HW3278 LURAY BELL TOWER                    APPROX.11.6 KM 2994006.4 |
 HW3270| DC3352 ET 3 FHK RM 2                        13.362 METERS 32834     |
 HW3270|---------------------------------------------------------------------|
 HW3270
 HW3270                          SUPERSEDED SURVEY CONTROL
 HW3270
 HW3270  NAD 83(1986)-  38 36 42.08289(N)    078 21 46.04091(W) AD(       ) 2
 HW3270  NAD 27      -  38 36 41.66321(N)    078 21 47.03102(W) AD(       ) 2
 HW3270  NGVD 29 (07/19/86)  944.2    (m)         3098.     (f) VERT ANG       
 HW3270
 HW3270.Superseded values are not recommended for survey control.
 HW3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3270.See file dsdata.txt to determine how the superseded data were derived.
 HW3270
 HW3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2962276986(NAD 83)
 HW3270_MARKER: DB = BENCH MARK DISK
 HW3270_SETTING: 80 = SET IN A BOULDER
 HW3270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3270
 HW3270  HISTORY     - Date     Condition        Report By
 HW3270  HISTORY     - 1965     MONUMENTED       USGS
 HW3270
 HW3270                          STATION DESCRIPTION
 HW3270
 HW3270'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ELH)
 HW3270'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF LURAY,
 HW3270'7 MILES SOUTHWEST OF SPERRYVILLE, 4 MILES SOUTH OF THE JUNCTION
 HW3270'OF U.S. HIGHWAY 211 AND SKYLINE DRIVE AND IN THE SHENANDOAH
 HW3270'NATIONAL PARK.
 HW3270'
 HW3270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 211
 HW3270'AND SKYLINE DRIVE, GO SOUTHERLY ON SKYLINE DRIVE FOR 6.95
 HW3270'MILES TO STONYMAN OVERLOOK AND STATION ON THE RIGHT.
 HW3270'
 HW3270'THE STATION IS 38 FEET SOUTHEAST OF ROCK WALL, 21 FEET NORTHWEST
 HW3270'OF THE APPROXIMATE CENTER OF SKYLINE DRIVE AND 10 FEET NORTH
 HW3270'OF A SIGN READING (HUGHES RIVER GAP).  IT IS U.S. GEOLOGICAL
 HW3270'BENCH MARK STAMPED ET 3 FHK 1962 CEMENTED IN A DRILL HOLE
 HW3270'IN A 3 BY 3 FOOT BOLDER.
 HW3270'
 HW3270'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF THE APPROXIMATE
 HW3270'CENTER OF SKYLINE DRIVE AND 5 FEET SOUTHEAST OF A 8 INCH OAK
 HW3270'TREE.  IT IS A STANDARD DISK STAMPED ET 3 FHK NO 1 1965
 HW3270'CEMENTED IN A DRILL HOLE IN A BOLDER APPROXIMATE 8 FEET LONG.
 HW3270'
 HW3270'REFERENCE MARK NO. 2 IS 139 FEET SOUTHWEST OF THE NORTH ONE
 HW3270'OF TWO CONCRETE POST HOLDING TRASH BARREL, 109 FEET NORTHEAST
 HW3270'OF THE SOUTH ONE OF TWO CONCRETE POST HOLDING TRASH BARREL AND
 HW3270'IN THE LARGEST BOLDER IN ROCK WALL.  IT IS A STANDARD DISK
 HW3270'STAMPED ET 3 FHK NO 2 1965 CEMENTED IN A DRILL HOLE IN ROCK
 HW3270'WALL.
 HW3270'
 HW3270'THE AZIMUTH MARK IS 46 FEET WEST OF THE APPROXIMATE CENTER
 HW3270'OF THE SOUTHWEST ENTRANCE TO STONYMAN OVERLOOK, 36.4 FEET
 HW3270'SOUTHEAST OF DRINKING FOUNTAIN IN ROCK WALL AND 5 FEET NORTHWEST
 HW3270'OF CORNER OF ROCK WALL.  IT IS A STANDARD DISK STAMPED ET 3
 HW3270'FHK 1965 CEMENTED IN A DRILL HOLE IN ROCK WALL.
 HW3270'
 HW3270'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST THROUGH
 HW3270'THE PARKING AREA TO THE SOUTHERN END OF STONYMAN OVERLOOK
 HW3270'TO THE ROCK WALL AND MARK.  (APPROXIMATELY 0.15 MILE)
 HW3270'
 HW3270'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8404 ***********************************************************************
 HV8404  DESIGNATION -  ET 4 EAK
 HV8404  PID         -  HV8404
 HV8404  STATE/COUNTY-  VA/FAIRFAX
 HV8404  USGS QUAD   -  FALLS CHURCH (1994)
 HV8404
 HV8404                         *CURRENT SURVEY CONTROL
 HV8404  ___________________________________________________________________
 HV8404* NAD 83(1993)-  38 57 46.25901(N)    077 10 54.96556(W)     ADJUSTED  
 HV8404* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 HV8404  ___________________________________________________________________
 HV8404  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HV8404  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV8404
 HV8404  HORZ ORDER  -  SECOND
 HV8404
 HV8404.The horizontal coordinates were established by classical geodetic methods
 HV8404.and adjusted by the National Geodetic Survey in November 1994..
 HV8404
 HV8404.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8404
 HV8404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8404
 HV8404.The geoid height was determined by GEOID03.
 HV8404
 HV8404;                    North         East     Units Scale Factor Converg.
 HV8404;SPC VA N     - 2,144,697.166 3,614,231.175   MT  0.99996651   +0 49 21.5
 HV8404;SPC VA N     - 7,036,393.95 11,857,690.11   sFT  0.99996651   +0 49 21.5
 HV8404;SPC MD       -   143,897.878   384,232.181   MT  0.99995100   -0 06 51.1
 HV8404;SPC MD       -   472,104.95  1,260,601.75   sFT  0.99995100   -0 06 51.1
 HV8404;UTM  18      - 4,314,918.099   310,954.009   MT  1.00004008   -1 22 20.8
 HV8404
 HV8404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8404!SPC VA N     -   0.99999216  x   0.99996651  =   0.99995867
 HV8404!SPC MD       -   0.99999216  x   0.99995100  =   0.99994316
 HV8404!UTM  18      -   0.99999216  x   1.00004008  =   1.00003224
 HV8404
 HV8404                          SUPERSEDED SURVEY CONTROL
 HV8404
 HV8404  NAD 83(1993)-  38 57 46.25807(N)    077 10 54.96737(W) AD(       ) 2
 HV8404  NAD 83(1986)-  38 57 46.25801(N)    077 10 54.97684(W) AD(       ) 2
 HV8404  NGVD 29 (01/12/90)   82.     (m)          269.     (f) VERT ANG       
 HV8404
 HV8404.Superseded values are not recommended for survey control.
 HV8404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8404.See file dsdata.txt to determine how the superseded data were derived.
 HV8404
 HV8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1095414918(NAD 83)
 HV8404_MARKER: DD = SURVEY DISK
 HV8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV8404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8404+STABILITY: SURFACE MOTION
 HV8404
 HV8404  HISTORY     - Date     Condition        Report By
 HV8404  HISTORY     - 1969     MONUMENTED       VA-059
 HV8404  HISTORY     - 1977     GOOD             VA-059
 HV8404
 HV8404                          STATION DESCRIPTION
 HV8404
 HV8404'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8404'THE STATION IS 2.0 MILES NORTH OF MCLEAN AT INTERSECTION CAPITOL
 HV8404'BELTWAY AND GEORGE WASHINGTON MEMORIAL PARKWAY.
 HV8404'
 HV8404'TO REACH THE STATION FROM CAPITOL BELTWAY INTERCHANGE 13 (ROUTE 495
 HV8404'AND 193) PROCEED 0.7 MILES NORTH NORTHEAST ALONG I - 495 TO RAMP
 HV8404'BEARING RIGHT TO GEORGE WASHINGTON PARKWAY, THENCE 0.2 MILES EAST
 HV8404'NORTHEAST ALONG RAMP, STATION IS ON TOP OF HIGH BANK, 94 FEET NORTH
 HV8404'OF RIGHT OF WAY FENCE, 1.0 FEET WEST OF WITNESS SIGN, IN CONCRETE
 HV8404'POST. STATION IS IN A SECOND GROWTH WOODED AREA.
 HV8404'
 HV8404'STATION IS STANDARD DISK STAMPED---ET 4 EAK 1969---.
 HV8404
 HV8404                          STATION RECOVERY (1977)
 HV8404
 HV8404'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8404'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE 1969
 HV8404'DESCRIPTION. THE WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0435 ***********************************************************************
 GV0435  DESIGNATION -  ET 40 USGS
 GV0435  PID         -  GV0435
 GV0435  STATE/COUNTY-  VA/SURRY
 GV0435  USGS QUAD   -  CLAREMONT (1986)
 GV0435
 GV0435                         *CURRENT SURVEY CONTROL
 GV0435  ___________________________________________________________________
 GV0435* NAD 83(1986)-  37 09 11.     (N)    076 56 04.     (W)     SCALED    
 GV0435* NAVD 88     -        31.115  (meters)     102.08   (feet)  ADJUSTED  
 GV0435  ___________________________________________________________________
 GV0435  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 GV0435  DYNAMIC HT  -          31.093 (meters)     102.01  (feet)  COMP
 GV0435  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 GV0435
 GV0435  VERT ORDER  -  FIRST     CLASS I
 GV0435
 GV0435.The horizontal coordinates were scaled from a topographic map and have
 GV0435.an estimated accuracy of +/- 6 seconds.
 GV0435
 GV0435.The orthometric height was determined by differential leveling
 GV0435.and adjusted by the National Geodetic Survey in June 1991..
 GV0435
 GV0435.The geoid height was determined by GEOID03.
 GV0435
 GV0435.The dynamic height is computed by dividing the NAVD 88
 GV0435.geopotential number by the normal gravity value computed on the
 GV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0435.degrees latitude (g = 980.6199 gals.).
 GV0435
 GV0435.The modeled gravity was interpolated from observed gravity values.
 GV0435
 GV0435;                    North         East    Units  Estimated Accuracy
 GV0435;SPC VA S     - 1,092,120.    3,639,060.      MT  (+/- 180 meters Scaled)
 GV0435
 GV0435                          SUPERSEDED SURVEY CONTROL
 GV0435
 GV0435  NGVD 29 (??/??/??)   31.352  (m)          102.86   (f) ADJUSTED    1 1
 GV0435
 GV0435.Superseded values are not recommended for survey control.
 GV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0435.See file dsdata.txt to determine how the superseded data were derived.
 GV0435
 GV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG282136(NAD 83)
 GV0435_MARKER: DD = SURVEY DISK
 GV0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0435_STAMPING: ET 40 DWR 1963
 GV0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0435+STABILITY: SURFACE MOTION
 GV0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0435+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0435
 GV0435  HISTORY     - Date     Condition        Report By
 GV0435  HISTORY     - 1963     MONUMENTED       USGS
 GV0435  HISTORY     - 1971     GOOD             NGS
 GV0435  HISTORY     - 19970308 GOOD             USPSQD
 GV0435  HISTORY     - 20020223 GOOD             USPSQD
 GV0435
 GV0435                          STATION DESCRIPTION
 GV0435
 GV0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0435'2.2 MI SE FROM SPRING GROVE.
 GV0435'ABOUT 2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE
 GV0435'INTERSECTION OF STATE HIGHWAYS 10 AND 40 AND COUNTY ROAD T 646 AT
 GV0435'SPRING GROVE, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 34.4 FEET
 GV0435'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHEAST
 GV0435'OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 108, 28.2 FEET
 GV0435'SOUTH OF A BRACE POLE FOR POWER LINE POLE NO. 108, 2 1/2 FEET
 GV0435'SOUTHWEST OF A METAL USGS WITNESS POST AND SIGN, 3 1/2 FEET ABOVE
 GV0435'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GV0435'PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 GV0435
 GV0435                          STATION RECOVERY (1997)
 GV0435
 GV0435'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0435'RECOVERED IN GOOD CONDITION.
 GV0435
 GV0435                          STATION RECOVERY (2002)
 GV0435
 GV0435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8680 ***********************************************************************
 HV8680  DESIGNATION -  ET 7 EAK
 HV8680  PID         -  HV8680
 HV8680  STATE/COUNTY-  VA/FAIRFAX
 HV8680  USGS QUAD   -  VIENNA (1994)
 HV8680
 HV8680                         *CURRENT SURVEY CONTROL
 HV8680  ___________________________________________________________________
 HV8680* NAD 83(1993)-  38 57 27.21502(N)    077 16 27.92850(W)     ADJUSTED  
 HV8680* NAVD 88     -        98.747  (meters)     323.97   (feet)  ADJUSTED  
 HV8680  ___________________________________________________________________
 HV8680  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 HV8680  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV8680  DYNAMIC HT  -          98.695 (meters)     323.80  (feet)  COMP
 HV8680  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 HV8680
 HV8680  HORZ ORDER  -  SECOND
 HV8680  VERT ORDER  -  THIRD
 HV8680
 HV8680.The horizontal coordinates were established by classical geodetic methods
 HV8680.and adjusted by the National Geodetic Survey in November 1994..
 HV8680
 HV8680.The orthometric height was determined by differential leveling
 HV8680.and adjusted by the National Geodetic Survey in September 2004..
 HV8680
 HV8680.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8680
 HV8680.The geoid height was determined by GEOID03.
 HV8680
 HV8680.The dynamic height is computed by dividing the NAVD 88
 HV8680.geopotential number by the normal gravity value computed on the
 HV8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8680.degrees latitude (g = 980.6199 gals.).
 HV8680
 HV8680.The modeled gravity was interpolated from observed gravity values.
 HV8680
 HV8680;                    North         East     Units Scale Factor Converg.
 HV8680;SPC VA N     - 2,143,998.923 3,606,223.814   MT  0.99996596   +0 45 53.7
 HV8680;SPC VA N     - 7,034,103.13 11,831,419.30   sFT  0.99996596   +0 45 53.7
 HV8680;SPC MD       -   143,330.678   376,214.595   MT  0.99995086   -0 10 20.1
 HV8680;SPC MD       -   470,244.07  1,234,297.38   sFT  0.99995086   -0 10 20.1
 HV8680;UTM  18      - 4,314,527.051   302,925.034   MT  1.00007826   -1 25 49.8
 HV8680
 HV8680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8680!SPC VA N     -   0.99998948  x   0.99996596  =   0.99995544
 HV8680!SPC MD       -   0.99998948  x   0.99995086  =   0.99994034
 HV8680!UTM  18      -   0.99998948  x   1.00007826  =   1.00006774
 HV8680
 HV8680                          SUPERSEDED SURVEY CONTROL
 HV8680
 HV8680  NAD 83(1993)-  38 57 27.21788(N)    077 16 27.92821(W) AD(       ) 2
 HV8680  NAD 83(1986)-  38 57 27.21692(N)    077 16 27.93826(W) AD(       ) 2
 HV8680  NGVD 29 (01/12/90)   99.0    (m)          325.     (f) VERT ANG       
 HV8680
 HV8680.Superseded values are not recommended for survey control.
 HV8680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8680.See file dsdata.txt to determine how the superseded data were derived.
 HV8680
 HV8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0292514527(NAD 83)
 HV8680_MARKER: DD = SURVEY DISK
 HV8680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8680_SP_SET: CONCRETE POST
 HV8680_STAMPING: ET 7 EAK
 HV8680_MARK LOGO: USGS  
 HV8680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8680+STABILITY: SURFACE MOTION
 HV8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8680+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 HV8680
 HV8680  HISTORY     - Date     Condition        Report By
 HV8680  HISTORY     - UNK      MONUMENTED       USGS
 HV8680  HISTORY     - 1975     GOOD             VA-059
 HV8680  HISTORY     - 19920120 GOOD             MSI
 HV8680  HISTORY     - 20020822 GOOD             INDIV
 HV8680
 HV8680                          STATION DESCRIPTION
 HV8680
 HV8680'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8680'THE STATION IS LOCATED ABOUT 7.8 MILES NORTH OF FAIRFAX, 6.0 MILES
 HV8680'EAST OF HERNDON, 3.5 MILES NORTHWEST OF TYSONS CORNER, BESIDE A
 HV8680'PASTURE FENCE OFF THE SOUTHERN EDGE OF THE EAST BOUND LANES OF ROUTE
 HV8680'7 JUST EAST OF THE BEULAH ROAD INTERSECTION. SEE FAIRFAX COUNTY TAX
 HV8680'MAP 19-3.
 HV8680'
 HV8680'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 123, CHAIN BRIDGE
 HV8680'ROAD, AND ROUTE 7, LEESBURG PIKE IN TYSONS CORNER, GO NORTHWEST ON
 HV8680'ROUTE 7 FOR 3.6 MILES TO THE STATION ON THE LEFT ON TOP OF THE BANK.
 HV8680'
 HV8680'THE STATION IS A STANDARD USGS DISK STAMPED----ET-7 EAK--- SET INTO
 HV8680'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER FLUSH WITH
 HV8680'GROUND LOCATED 37 FEET SW FROM THE CENTERLINE OF THE EAST BOUND LANES
 HV8680'OF ROUTE 7.
 HV8680'
 HV8680'REFERENCE MARK NO. 01 IS AN IRON PIN IN A JOINT IN THE CONCRETE V
 HV8680'DITCH LOCATED 24 FEET SW FROM THE CENTERLINE OF THE EAST BOUND LANES
 HV8680'OF ROUTE 7.
 HV8680'
 HV8680'REFERENCE MARK NO. 02 IS A PK NAIL IN THE SIDE OF UTILTIY POLE JO38
 HV8680'LOCATED 41 FEET SW FROM THE CENTERLINE OF THE EAST BOUND LANES OF
 HV8680'ROUTE 7. AND 24 FEET W FROM RM 1.
 HV8680
 HV8680                          STATION RECOVERY (1992)
 HV8680
 HV8680'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8680'THE STATION IS LOCATED ABOUT 7.8 MILES (12.6 KM) NORTH OF FAIRFAX,
 HV8680'6.0 MILES (9.7 KM) EAST OF HERNDON, 3.5 MILES (5.6 KM) NORTHWEST OF
 HV8680'TYSONS CORNER, BESIDE A PASTURE FENCE OFF THE SOUTHERN EDGE OF THE
 HV8680'EAST BOUND LANES OF ROUTE 7 JUST EAST OF THE BEULAH ROAD
 HV8680'INTERSECTION.  SEE FAIRFAX COUNTY TAX MAP 19-3.  TO REACH THE STATION
 HV8680'FROM THE JUNCTION OF ROUTE 123, CHAIN BRIDGE ROAD, AND ROUTE 7,
 HV8680'LEESBURG PIKE IN TYSONS CORNER, GO NORTHWEST ON ROUTE 7 FOR 3.6 MILES
 HV8680'(5.8 KM) TO THE STATION ON THE LEFT ON TOP OF THE BANK, IN THE TOP OF
 HV8680'A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH GROUND,
 HV8680'37 FEET (11.3 M) SW FROM THE CENTERLINE OF THE EASTBOUND LANES OF
 HV8680'ROUTE 7.
 HV8680
 HV8680                          STATION RECOVERY (2002)
 HV8680
 HV8680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV8680'STATION AND WITNESS POST ARE NEXT TO A 30 INCH TREE STUMP AND APPROX.
 HV8680'5 FEET NE OF WIRE FENCE. STATION IS ROUGHLY MIDWAY BETWEEN VEPCO
 HV8680'UTILITY POLES JO48 AND JO75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0598 ***********************************************************************
 HV0598  DESIGNATION -  ETHAN ALLEN
 HV0598  PID         -  HV0598
 HV0598  STATE/COUNTY-  VA/ARLINGTON
 HV0598  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0598
 HV0598                         *CURRENT SURVEY CONTROL
 HV0598  ___________________________________________________________________
 HV0598* NAD 83(1993)-  38 55 33.55077(N)    077 06 59.83397(W)     ADJUSTED  
 HV0598* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 HV0598  ___________________________________________________________________
 HV0598  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 HV0598  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV0598
 HV0598  HORZ ORDER  -  FIRST
 HV0598
 HV0598.The horizontal coordinates were established by classical geodetic methods
 HV0598.and adjusted by the National Geodetic Survey in November 1994..
 HV0598
 HV0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV0598
 HV0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0598
 HV0598.The geoid height was determined by GEOID03.
 HV0598
 HV0598;                    North         East     Units Scale Factor Converg.
 HV0598;SPC VA N     - 2,140,688.692 3,619,952.939   MT  0.99996284   +0 51 48.2
 HV0598;SPC VA N     - 7,023,242.82 11,876,462.27   sFT  0.99996284   +0 51 48.2
 HV0598;SPC MD       -   139,796.458   389,887.571   MT  0.99995023   -0 04 23.5
 HV0598;SPC MD       -   458,648.88  1,279,156.14   sFT  0.99995023   -0 04 23.5
 HV0598;UTM  18      - 4,310,693.216   316,518.444   MT  1.00001456   -1 19 49.0
 HV0598
 HV0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0598!SPC VA N     -   0.99999376  x   0.99996284  =   0.99995660
 HV0598!SPC MD       -   0.99999376  x   0.99995023  =   0.99994399
 HV0598!UTM  18      -   0.99999376  x   1.00001456  =   1.00000832
 HV0598
 HV0598:                Primary Azimuth Mark                     Grid Az
 HV0598:SPC VA N     -  BETHESDA TV STA WDCA MAST                012 51 36.5
 HV0598:SPC MD       -  BETHESDA TV STA WDCA MAST                013 47 48.2
 HV0598:UTM  18      -  BETHESDA TV STA WDCA MAST                015 03 13.7
 HV0598
 HV0598|---------------------------------------------------------------------|
 HV0598| PID    Reference Object                     Distance      Geod. Az  |
 HV0598|                                                           dddmmss.s |
 HV0598| HV4463 BETHESDA TV STA WDCA MAST           APPROX. 4.3 KM 0134324.7 |
 HV0598| HV4479 WASHINGTON TOLMAN LAUNDRY TANK      APPROX. 4.5 KM 0363156.6 |
 HV0598| HV4480 WASHINGTON TOLMAN LAUNDRY STK       APPROX. 4.5 KM 0364346.6 |
 HV0598| HV4200 CATHOLIC                            APPROX. 5.9 KM 0371622.2 |
 HV0598| HV4481 WASHINGTON TV STA WTTG TOWER        APPROX. 4.5 KM 0411506.5 |
 HV0598| HV4186 WASHINGTON TV STA WTOP TOWER        APPROX. 4.2 KM 0502620.1 |
 HV0598| HV3984 WASHINGTON TV STA WMAL TOWER        APPROX. 2.4 KM 0615725.5 |
 HV0598| HV4171 WASHINGTON TV STA WRC TOWER         APPROX. 3.4 KM 0625846.6 |
 HV0598| DC6248 ETHAN ALLEN RM 2                     22.692 METERS 08919     |
 HV0598| HV4461 PHILLIPS RM 4                       APPROX. 2.5 KM 1601405.2 |
 HV0598| HV4855 ARLINGTON MEMORIAL BAP SPIRE        APPROX. 2.1 KM 2290500.1 |
 HV0598| HV4850 ARLINGTON WALKER CHAP METH CH       APPROX. 1.2 KM 2455658.6 |
 HV0598| HV4857 MCLEAN TRINITY METH CH SPIRE        APPROX. 4.8 KM 2912248.6 |
 HV0598| HV4867 LANGLEY CIA TANK                    APPROX. 3.9 KM 3150738.7 |
 HV0598| DC6247 ETHAN ALLEN RM 1                     23.340 METERS 34739     |
 HV0598| DC6249 ETHAN ALLEN RM 3                     28.130 METERS 35107     |
 HV0598|---------------------------------------------------------------------|
 HV0598
 HV0598                          SUPERSEDED SURVEY CONTROL
 HV0598
 HV0598  NAD 83(1993)-  38 55 33.54970(N)    077 06 59.83568(W) AD(       ) 1
 HV0598  NAD 83(1986)-  38 55 33.54953(N)    077 06 59.84553(W) AD(       ) 1
 HV0598  NAD 27      -  38 55 33.14975(N)    077 07 00.91724(W) AD(       ) 1
 HV0598  NGVD 29 (07/19/86)   71.9    (m)          236.     (f) VERT ANG       
 HV0598
 HV0598.Superseded values are not recommended for survey control.
 HV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0598.See file dsdata.txt to determine how the superseded data were derived.
 HV0598
 HV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1651810693(NAD 83)
 HV0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV0598+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 HV0598
 HV0598  HISTORY     - Date     Condition        Report By
 HV0598  HISTORY     - 1934     MONUMENTED       PBPP
 HV0598  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HV0598  HISTORY     - 1935     GOOD             CGS
 HV0598  HISTORY     - 1946     GOOD             CGS
 HV0598  HISTORY     - 1956     GOOD             CGS
 HV0598  HISTORY     - 1960     GOOD             MADHOP
 HV0598  HISTORY     - 1969     GOOD             CGS
 HV0598  HISTORY     - 20050409 GOOD             GEOCAC
 HV0598
 HV0598                          STATION DESCRIPTION
 HV0598
 HV0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV0598'STATION IS LOCATED ABOUT 1 MILE SW OF THE CHAIN BRIDGE ACROSS
 HV0598'THE POTOMAC RIVER, ON A HEAVILY WOODED KNOLL, 10 FEET W OF A
 HV0598'LOGGING ROAD, 56 FEET SW OF A 28-INCH WHITE OAK TREE AND 47 FEET
 HV0598'E OF A 24-INCH BLACK OAK TREE.  THESE TWO TREES ARE MENTIONED
 HV0598'BECAUSE THEY ARE OUTSTANDINGLY LARGER THAN THE OTHERS.  THE
 HV0598'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HV0598'
 HV0598'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HV0598'SET IN CONCRETE.
 HV0598'
 HV0598'REFERENCE MARK NO. 1 IS 76.55 FEET N OF THE STATION, 6 FEET
 HV0598'W OF THE LOGGING ROAD WHICH APPEARS AS A PATH AT THIS POINT,
 HV0598'31 FEET NW OF THE 28-INCH WHITE OAK.  THE MARK ALSO PROJECTS
 HV0598'ABOUT 4 INCHES ABOVE THE GROUND.
 HV0598'
 HV0598'REFERENCE MARK NO. 2 IS 74.60 FEET E OF STATION ON THE EASTERN
 HV0598'SLOPE OF THE KNOLL.  IT PROJECTS ABOUT 6 INCHES ABOVE THE
 HV0598'GROUND.
 HV0598'
 HV0598'NO AZIMUTH MARK HAS BEEN SET BECAUSE THERE IS NO AVAILABLE
 HV0598'LOCATION FOR ONE.
 HV0598'
 HV0598'TO REACH THIS STATION, GO FROM M STREET IN GEORGETOWN ON CANAL
 HV0598'ROAD ALONG OLD CANAL 2.8 MILES TO CHAIN BRIDGE.  CROSS BRIDGE
 HV0598'AND GO W UP GLEBE ROAD 0.45 MILE TO ITS JUNCTION WITH MILITARY
 HV0598'ROAD (SIGN AND ARROW, BEECHWOOD HEIGHTS) TURN LEFT AND GO S ON
 HV0598'MILITARY ROAD 0.15 MILE TO OLD LOGGING ROAD WHICH IS CLOSED
 HV0598'WITH WIRE BETWEEN POSTS.  TURN LEFT ON LOGGING ROAD AND GO
 HV0598'0.15 MILE, TAKE LEFT FORK NE 0.2 MILE TO STATION.
 HV0598'
 HV0598'NOTE.--COPY FROM REPORT OF BUILDING PARTY--SURFACE MARK
 HV0598'DAMAGED AND IN POOR CONDITION, REPLACED SURFACE MARK BY
 HV0598'PLUMBING IN NEW MARK OVER OLD P.B. AND P.P. SUBSURFACE MARK.
 HV0598'
 HV0598'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV0598
 HV0598                          STATION RECOVERY (1935)
 HV0598
 HV0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JHB)
 HV0598'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 IS 23.34
 HV0598'METERS, 76.58 FEET, DISTANT FROM STATION, AND REFERENCE MARK NO.
 HV0598'2 IS 22.690 METERS, 74.54 FEET, DISTANT.
 HV0598'
 HV0598'NOTE.--ANGLES TO REFERENCE MARKS NOT OBSERVED DUE TO OBSTRUCTION
 HV0598'BY TREES.
 HV0598
 HV0598                          STATION RECOVERY (1946)
 HV0598
 HV0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0598'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 HV0598'CONDITION.  DESCRIPTION IS ADEQUATE.
 HV0598
 HV0598                          STATION RECOVERY (1956)
 HV0598
 HV0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ROW)
 HV0598'A U.S.C. AND G.S. TRIANGULATION-STATION MARK, STAMPED ETHAN
 HV0598'ALLEN 1934 SET IN CONCRETE MONUMENT PROJECTING A FEW INCHES.
 HV0598'
 HV0598'REFERENCE MARK 1, A U.S.C. AND G.S. DISK IN A CONCRETE MONUMENT,
 HV0598'AND STAMPED ETHAN ALLEN NO 1 1934, IS NW OF THE STATION, ABOUT
 HV0598'30 FT. NW OF A LARGE WHITE OAK TREE, AND 27 FT. S OF A LARGER
 HV0598'(ABOUT 34-IN. DIAMETER) RED OAK TREE.
 HV0598'
 HV0598'REFERENCE MARK 2, SAME AS REFERENCE MARK 1, EXCEPT STAMPED NO.
 HV0598'2.  LOCATED E OF THE STATION, 9 FT. N OF A 16-IN. HACKBERRY
 HV0598'TREE, 10 FT. S OF A 16-IN. POPLAR TREE WITH THE TOP BROKEN OFF
 HV0598'ABOUT 15 FT. ABOVE GROUND, AND 50 FT. W OF TWO LARGE POPLAR
 HV0598'TREES WHICH ARE ABOUT 30 FT. APART.
 HV0598'
 HV0598'TO REACH THE STATION, TAKE THE ROAD S FROM CHAIN BRIDGE FOR ABOUT
 HV0598'0.3 MI. JUST BEFORE THE FIRST RIGHT TURN, LOG HOUSE HIGH ON THE
 HV0598'BROW OF THE HILL AT RIGHT.  GO LEFT UP THE DRAW (AT THIS TIME
 HV0598'STAKED FOR A STREET) FOR ABOUT 100 YD. AND STATION ON TOP OF THE
 HV0598'HILL AT THE LEFT.  OLD TRAIL MENTIONED STILL VISIBLE.  A 2-IN.
 HV0598'U.S.D.I.-N.P.S. MARK IN CONCRETE IN A 5-IN. TILE STAMPED
 HV0598'404 - 1 D 48 IS ABOUT 100 FT. FROM THE ROAD, 50 FT. HIGHER
 HV0598'THAN THE ROAD, AND 40 FT. ABOVE THE DRAW ON THE RIGHT (S) SIDE
 HV0598'OF THE DRAW.
 HV0598'
 HV0598'THE TREES MENTIONED IN THE PREVIOUS DESCRIPTIONS NEAR THE STATION
 HV0598'DO NOT APPEAR TO BE THE LARGEST ONES.  SURROUNDING TREES ARE
 HV0598'NOW 80 TO 100 FT. HIGH.
 HV0598
 HV0598                          STATION RECOVERY (1960)
 HV0598
 HV0598'RECOVERY NOTE BY MADDOX AND HOPKINS SURVEYORS 1960 (CJM)
 HV0598'STATION RECOVERED AS DESCRIBED.
 HV0598'
 HV0598'REFERENCE MARKS NOT SEARCHED FOR.
 HV0598
 HV0598                          STATION RECOVERY (1969)
 HV0598
 HV0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV0598'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 HV0598'CONDITION, REFERENCE MARK 1 IS DESTROYED.  FOLLOWING IS A NEW
 HV0598'DESCRIPTION.
 HV0598'
 HV0598'THE STATION IS ABOUT 3-1/2 MILES EAST OF MC LEAN, 1 MILES
 HV0598'SOUTH-SOUTHWEST OF THE CHAIN BRIDGE ACROSS THE POTOMAC RIVER AND ON
 HV0598'THE HIGHEST POINT OF A HEAVILY WOODED KNOLL.
 HV0598'
 HV0598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND
 HV0598'CHAIN BRIDGE ROAD IN MC LEAN, GO EASTERLY ON HIGHWAY 123 FOR 2.0
 HV0598'MILES TO THE EXCESS ROAD THAT LEADS TO THE GEORGE WASHINGTON
 HV0598'MEMORIAL PARKWAY.  ENTER THE EXCESS ROAD TO THE PARKWAY AND GO
 HV0598'EASTERLY FOR 1.55 MILES TO A TRACK ROAD ON THE RIGHT, JUST OFF
 HV0598'THE ROAD RIGHT-OF-WAY AND ABOUT 0.1 MILE BEFORE REACHING
 HV0598'A BRIDGE.  TURN RIGHT AND GO SOUTHERLY ON TRACK ROAD FOR 0.05 MILE
 HV0598'TO THE TOP OF KNOLL AND THE STATION.
 HV0598'
 HV0598'STATION IS A STANDARD DISK, STAMPED ETHAN ALLEN 1934, SET IN THE TOP
 HV0598'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH ABOVE THE
 HV0598'GROUND.  IT IS 9.0 FEET NORTHEAST OF A TREE WITH A TRIANGLE BLAZE
 HV0598'ON THE EAST SIDE AND 4.9 FEET NORTHEAST OF A WITNESS POST.
 HV0598'
 HV0598'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ETHAN ALLEN 1934 NO 3
 HV0598'1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HV0598'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 99.5 FEET
 HV0598'NORTH OF THE TRIANGLE BLAZED TREE AND ABOUT THE SAME IN ELEVATION AS
 HV0598'THE STATION.
 HV0598'
 HV0598'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ETHAN ALLEN NO 2 1934,
 HV0598'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6
 HV0598'INCHES ABOVE THE GROUND.  IT IS 80.5 FEET EAST OF THE TRIANGLE
 HV0598'BLAZED TREE AND ABOUT 4 FEET LOWER THAN THE STATION.
 HV0598'
 HV0598'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 HV0598'
 HV0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST
 HV0598'OF MC LEAN.
 HV0598
 HV0598                          STATION RECOVERY (2005)
 HV0598
 HV0598'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV0598'FOUND STATION DISK AND BOTH EXTANT REFERENCE MARKS.
 HV0598' 
 HV0598'STATION REACHED FROM CUL-DE-SAC AT END OF MONROE STREET VIA TRAIL TO
 HV0598'STREAM AND PICKING UP BLUE-BLAZED TRAIL TO STATION AT TOP OF HILL
 HV0598'ACROSS STREAM AS FOLLOWS.
 HV0598' 
 HV0598'WALKED DOWN THE FOOTPATH TO STREAM. TURN RIGHT BEFORE CROSSING STREAM,
 HV0598'GO UNDER THE PARKWAY OVERPASS, TURN LEFT, CROSS THE STREAM AND FOLLOW
 HV0598'THE BLUE-BLAZED TRAIL A SHORT WAY. BEAR LEFT WHEN THE TRAIL DIVIDES
 HV0598'AND AGAIN CROSS UNDER THE PARKWAY, THIS TIME HEADING SOUTH. FOLLOW THE
 HV0598'FOOTPATH CA. 2/10 MILE AND TURN RIGHT AT TRAIL FORK. PROCEED TO TOP OF
 HV0598'HILL AND STATION ON LEFT, RM2 ON RIGHT, AND RM3 ON RIGHT EDGE OF PATH.
 HV0598' 
 HV0598' 
 HV0598'STATION DISK IS ABOUT 5 FEET NORTHEAST OF A PLAIN METAL WITNESS POST
 HV0598'WITHOUT SIGN AND EIGHT FEET NORTHEAST OF A 20-INCH DIAMETER GNARLED,
 HV0598'DEAD TREE ABOUT 40 FEET HIGH. THE TREE HAS A TRIANGULAR BLAZE CUT INTO
 HV0598'IT WHICH IS PAINTED A FADED ORANGE. THE BLAZE AND WITNESS POST ARE
 HV0598'VISIBLE FROM AND ABOUT 40 FEET WEST OF THE FOOTPATH.
 HV0598' 
 HV0598'THE DISK IS SET IN A SQUARE CONCRETE POST AND IS ABOUT 6 INCHES ABOVE
 HV0598'GROUND LEVEL NEAR THE WESTERN SLOPE OF THE HILL.
 HV0598' 
 HV0598'RM 1 WAS REPORTED DESTROYED IN 1969 AND WAS NOT SEARCHED FOR.
 HV0598' 
 HV0598'RM 2 WAS FOUND AS DESCRIBED.
 HV0598' 
 HV0598'RM 3 WAS FOUND AS DESCRIBED IN TEXT AND IN THE BOX SCORE, JUST AT THE
 HV0598'EDGE OF THE FOOTPATH AND ABOUT 11 FEET SOUTH OF AN ENORMOUS (APPROX 55
 HV0598'INCH DIAMETER) TREE AND AT THE EAST EDGE OF THE FOOTPATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5411 ***********************************************************************
 GV5411  DESIGNATION -  ETTRICK
 GV5411  PID         -  GV5411
 GV5411  STATE/COUNTY-  VA/C OF COLONIAL HGTS
 GV5411  USGS QUAD   -  PETERSBURG (1994)
 GV5411
 GV5411                         *CURRENT SURVEY CONTROL
 GV5411  ___________________________________________________________________
 GV5411* NAD 83(1993)-  37 14 08.59641(N)    077 24 54.01052(W)     ADJUSTED  
 GV5411* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 GV5411  ___________________________________________________________________
 GV5411  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 GV5411  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 GV5411
 GV5411  HORZ ORDER  -  THIRD
 GV5411
 GV5411.The horizontal coordinates were established by classical geodetic methods
 GV5411.and adjusted by the National Geodetic Survey in September 1995..
 GV5411
 GV5411.The orthometric height was scaled from a topographic map.
 GV5411
 GV5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5411
 GV5411.The geoid height was determined by GEOID03.
 GV5411
 GV5411;                    North         East     Units Scale Factor Converg.
 GV5411;SPC VA S     - 1,100,695.188 3,596,271.334   MT  0.99994803   +0 39 30.6
 GV5411;SPC VA S     - 3,611,197.46 11,798,766.87   sFT  0.99994803   +0 39 30.6
 GV5411;UTM  18      - 4,123,755.060   285,770.532   MT  1.00016538   -1 27 42.7
 GV5411
 GV5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5411!SPC VA S     -   1.00000062  x   0.99994803  =   0.99994865
 GV5411!UTM  18      -   1.00000062  x   1.00016538  =   1.00016600
 GV5411
 GV5411|---------------------------------------------------------------------|
 GV5411| PID    Reference Object                     Distance      Geod. Az  |
 GV5411|                                                           dddmmss.s |
 GV5411| DC5320 ETTRICK RM 2                         34.160 METERS 07305     |
 GV5411| GV5421 PETERSBURG WPID RADIO MAST          437.185 METERS 1074053.9 |
 GV5411| GV5418 PETERSBURG COURTHOUSE TOWER         APPROX. 1.2 KM 1181958.2 |
 GV5411| GV5410 ETTRICK VIRGINIA HALL FINIAL        370.665 METERS 25120     |
 GV5411| GV5409 ETTRICK VA STATE COLLEGE TANK       399.109 METERS 26649     |
 GV5411| DC5319 ETTRICK RM 1                         24.490 METERS 30357     |
 GV5411|---------------------------------------------------------------------|
 GV5411
 GV5411                          SUPERSEDED SURVEY CONTROL
 GV5411
 GV5411  NAD 83(1986)-  37 14 08.60406(N)    077 24 54.02990(W) AD(       ) 3
 GV5411  NAD 27      -  37 14 08.07000(N)    077 24 55.09300(W) AD(       ) 3
 GV5411
 GV5411.Superseded values are not recommended for survey control.
 GV5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5411.See file dsdata.txt to determine how the superseded data were derived.
 GV5411
 GV5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8577123755(NAD 83)
 GV5411_MARKER: DS = TRIANGULATION STATION DISK
 GV5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5411+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 GV5411
 GV5411  HISTORY     - Date     Condition        Report By
 GV5411  HISTORY     - 1941     MONUMENTED       CGS
 GV5411  HISTORY     - 1953     GOOD             AMS
 GV5411  HISTORY     - 1971     GOOD             NGS
 GV5411  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5411  HISTORY     - 20020508 GOOD             VADOT
 GV5411  HISTORY     - 20040616 GOOD             USPSQD
 GV5411  HISTORY     - 20060329 GOOD             USPSQD
 GV5411
 GV5411                          STATION DESCRIPTION
 GV5411
 GV5411'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5411'STATION IS LOCATED ON THE GROUNDS OF THE VIRGINIA STATE COLLEGE
 GV5411'FOR NEGROES, ON THE N SIDE OF APPOMATTOX RIVER AT ETTRICK,
 GV5411'VIRGINIA, AND ACROSS THE RIVER TO THE N OF PETERSBURG.
 GV5411'
 GV5411'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 GV5411'CONCRETE FLUSH WITH THE GROUND, ABOUT 23 FEET N OF WIRE FENCE,
 GV5411'17 FEET S OF CENTER LINE OF ROAD LEADING TO STATION, STAMPED
 GV5411'ETTRICK 1941.
 GV5411'
 GV5411'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 GV5411'DESCRIBED IN NOTE 7A.
 GV5411'
 GV5411'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE BLOCK
 GV5411'OF CONCRETE FLUSH WITH THE GROUND, ABOUT 9 FEET SE OF THE SE
 GV5411'CORNER OF AGRICULTURAL BUILDING.  STAMPED ETTRICK NO. 1, 1941.
 GV5411'
 GV5411'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE BLOCK
 GV5411'OF CONCRETE PROJECTING ABOUT 5 INCHES ABOVE THE GROUND, ABOUT 10
 GV5411'FEET LOWER IN ELEVATION, ABOUT 2 FEET W OF WIRE FENCE, ABOUT 15
 GV5411'FEET S OF CENTER LINE OF GATE THROUGH WIRE FENCE, STAMPED
 GV5411'ETTRICK NO. 2, 1941.
 GV5411'
 GV5411'THE FINIAL ON THE ADMINISTRATION BUILDING OF THE VIRGINIA
 GV5411'STATE COLLEGE FOR NEGROES SERVES AS AN AZIMUTH MARK.  THERE IS
 GV5411'A LARGE CLOCK IN THE TOWER JUST BELOW THE FINIAL.  IT IS ABOUT
 GV5411'0.25 MILE W OF STATION.
 GV5411'
 GV5411'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS 1 AND 301 AT
 GV5411'WASHINGTON AND SYCAMORE STREETS IN PETERSBURG BY GOING N ON
 GV5411'SYCAMORE STREET FOR 0.4 MILE TO N END OF SYCAMORE STREET, TURN
 GV5411'LEFT AND GO W ON GROVE AVENUE (STATE HIGHWAY 36) FOR 0.6 MILE
 GV5411'TO T-STREETS, TURN RIGHT, N, ON CANAL STREET FOR 0.2 MILE TO A
 GV5411'LEFT CURVE AFTER CROSSING A STEEL BRIDGE, CONTINUE 0.05 MILE,
 GV5411'THEN MAKE SHARP TURN TO RIGHT ON PAVED STREET UPHILL, NE AND
 GV5411'N FOR 0.2 MILE TO CROSS STREETS IN COLLEGE CAMPUS, TURN RIGHT
 GV5411'AND GO NE ON PAVED STREET FOR 0.05 MILE TO RAILROAD OVERPASS,
 GV5411'CONTINUE KEEPING RIGHT OF AGRICULTURAL BUILDING FOR 0.1 MILE
 GV5411'TO STATION SITE IN FRONT OF AGRICULTURAL BUILDING.
 GV5411
 GV5411                          STATION RECOVERY (1953)
 GV5411
 GV5411'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5411'THE MARK, A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF A
 GV5411'CONCRETE POST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GV5411'THE MARK IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN
 GV5411'CENTERLINE STREET INTERSECTION.  THE MARK IS 91 FEET SE OF SE
 GV5411'CORNER OF BUILDING, 46.8 FEET S OF LONE TREE, 84 FEET SSW OF
 GV5411'SW CORNER BUILDING, 25.7 FEET NNW OF FENCE, AND 23 FEET S OF
 GV5411'STREET INTERSECTION.
 GV5411
 GV5411                          STATION RECOVERY (1971)
 GV5411
 GV5411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NER)
 GV5411'STATION AND REFERENCE MARK NO 1 WERE RECOVERED AS DESCRIBED BY
 GV5411'P. L. B. IN 1941.  NOTE--TO REACH FROM THE CROSSROADS ON THE COLLAGE
 GV5411'CAMPUS, TURN LEFT (EAST) FOR 0.05 MILE TO A RAILROAD OVERPASS.
 GV5411'(EAST) OVER THE OVERPASS FOR 0.15 MILE TO A BRICK BUILDING ON THE
 GV5411'RIGHT (KNOWN AS THE OLD AGRICULTURE BUILDING).  THE STATION MARK
 GV5411'IS ON THE SOUTH SIDE OF A DRIVE THAT LEADS AROUND THE SOUTHEAST
 GV5411'CORNER OF THE BUILDING.  THE MARK CAN BE PANELED.
 GV5411
 GV5411                          STATION RECOVERY (1999)
 GV5411
 GV5411'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5411'MARK NOT FOUND.
 GV5411
 GV5411                          STATION RECOVERY (2002)
 GV5411
 GV5411'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GV5411'RECOVERED IN GOOD CONDITION.
 GV5411
 GV5411                          STATION RECOVERY (2004)
 GV5411
 GV5411'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5411'RECOVERED IN GOOD CONDITION.
 GV5411
 GV5411                          STATION RECOVERY (2006)
 GV5411
 GV5411'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV5411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5409 ***********************************************************************
 GV5409  DESIGNATION -  ETTRICK VA STATE COLLEGE TANK
 GV5409  PID         -  GV5409
 GV5409  STATE/COUNTY-  VA/CHESTERFIELD
 GV5409  USGS QUAD   -  PETERSBURG (1994)
 GV5409
 GV5409                         *CURRENT SURVEY CONTROL
 GV5409  ___________________________________________________________________
 GV5409* NAD 83(1993)-  37 14 07.87895(N)    077 25 10.17737(W)     ADJUSTED  
 GV5409* NAVD 88     -                                                        
 GV5409  ___________________________________________________________________
 GV5409  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 GV5409  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV5409
 GV5409  HORZ ORDER  -  THIRD
 GV5409
 GV5409.The horizontal coordinates were established by classical geodetic methods
 GV5409.and adjusted by the National Geodetic Survey in September 1995..
 GV5409
 GV5409
 GV5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5409
 GV5409.The geoid height was determined by GEOID03.
 GV5409
 GV5409;                    North         East     Units Scale Factor Converg.
 GV5409;SPC VA S     - 1,100,668.502 3,595,873.138   MT  0.99994804   +0 39 20.8
 GV5409;SPC VA S     - 3,611,109.91 11,797,460.45   sFT  0.99994804   +0 39 20.8
 GV5409;UTM  18      - 4,123,743.123   285,371.535   MT  1.00016749   -1 27 52.5
 GV5409
 GV5409                          SUPERSEDED SURVEY CONTROL
 GV5409
 GV5409  NAD 83(1986)-  37 14 07.88664(N)    077 25 10.19666(W) AD(       ) 4
 GV5409  NAD 27      -  37 14 07.35300(N)    077 25 11.25900(W) AD(       ) 3
 GV5409
 GV5409.Superseded values are not recommended for survey control.
 GV5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5409.See file dsdata.txt to determine how the superseded data were derived.
 GV5409
 GV5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8537223743(NAD 83)
 GV5409_MARKER: 51 = TANK
 GV5409
 GV5409  HISTORY     - Date     Condition        Report By
 GV5409  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5409  HISTORY     - 1953     GOOD             AMS
 GV5409  HISTORY     - 19940220 GOOD             USPSQD
 GV5409  HISTORY     - 19991120 GOOD             USPSQD
 GV5409  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 GV5409
 GV5409                          STATION DESCRIPTION
 GV5409
 GV5409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5409'THIS INTERSECTION STATION IS LOCATED ON THE GROUNDS OF THE
 GV5409'VIRGINIA STATE COLLEGE FOR NEGROES ON THE N SIDE OF APPOMATTOX
 GV5409'RIVER AT ETTRICK, VIRGINIA, AND ACROSS THE RIVER FROM PETERSBURG.
 GV5409'
 GV5409'STATION IS A TALL BLACK WATER TANK ABOUT 60 FEET HIGH, ABOUT
 GV5409'0.15 MILE NW OF THE ADMINISTRATION BUILDING OF THE VIRGINIA STATE
 GV5409'COLLEGE FOR NEGROES.
 GV5409
 GV5409                          STATION RECOVERY (1953)
 GV5409
 GV5409'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5409'THE STATION, THE CENTER OF THE TOP OF A STEEL WATER TOWER,
 GV5409'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 56 FEET
 GV5409'SSE OF CENTERLINE STREET, 36.5 FEET ENE OF CENTERLINE SIDEWALK,
 GV5409'AND 72.4 FEET SW OF CENTERLINE SIDEWALK.
 GV5409
 GV5409                          STATION RECOVERY (1994)
 GV5409
 GV5409'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5409'RECOVERED IN GOOD CONDITION.
 GV5409
 GV5409                          STATION RECOVERY (1999)
 GV5409
 GV5409'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5409'RECOVERED IN GOOD CONDITION.
 GV5409
 GV5409                          STATION RECOVERY (2004)
 GV5409
 GV5409'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GV5409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5410 ***********************************************************************
 GV5410  DESIGNATION -  ETTRICK VIRGINIA HALL FINIAL
 GV5410  PID         -  GV5410
 GV5410  STATE/COUNTY-  VA/CHESTERFIELD
 GV5410  USGS QUAD   -  PETERSBURG (1994)
 GV5410
 GV5410                         *CURRENT SURVEY CONTROL
 GV5410  ___________________________________________________________________
 GV5410* NAD 83(1993)-  37 14 04.74867(N)    077 25 08.25736(W)     ADJUSTED  
 GV5410* NAVD 88     -                                                        
 GV5410  ___________________________________________________________________
 GV5410  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 GV5410  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GV5410
 GV5410  HORZ ORDER  -  THIRD
 GV5410
 GV5410.The horizontal coordinates were established by classical geodetic methods
 GV5410.and adjusted by the National Geodetic Survey in September 1995..
 GV5410
 GV5410
 GV5410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5410
 GV5410.The geoid height was determined by GEOID03.
 GV5410
 GV5410;                    North         East     Units Scale Factor Converg.
 GV5410;SPC VA S     - 1,100,572.554 3,595,921.564   MT  0.99994808   +0 39 22.0
 GV5410;SPC VA S     - 3,610,795.12 11,797,619.33   sFT  0.99994808   +0 39 22.0
 GV5410;UTM  18      - 4,123,645.427   285,416.387   MT  1.00016725   -1 27 51.2
 GV5410
 GV5410                          SUPERSEDED SURVEY CONTROL
 GV5410
 GV5410  NAD 83(1986)-  37 14 04.75634(N)    077 25 08.27682(W) AD(       ) 4
 GV5410  NAD 27      -  37 14 04.22200(N)    077 25 09.34000(W) AD(       ) 3
 GV5410
 GV5410.Superseded values are not recommended for survey control.
 GV5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5410.See file dsdata.txt to determine how the superseded data were derived.
 GV5410
 GV5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8541623645(NAD 83)
 GV5410_MARKER: 82 = FINIAL
 GV5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5410+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 GV5410
 GV5410  HISTORY     - Date     Condition        Report By
 GV5410  HISTORY     - 1941     FIRST OBSERVED   CGS
 GV5410  HISTORY     - 1953     GOOD             AMS
 GV5410  HISTORY     - 19940220 GOOD             USPSQD
 GV5410  HISTORY     - 19991120 GOOD             USPSQD
 GV5410  HISTORY     - 20040605 GOOD             USPSQD
 GV5410
 GV5410                          STATION DESCRIPTION
 GV5410
 GV5410'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB)
 GV5410'THIS INTERSECTION STATION IS LOCATED ON THE GROUNDS OF THE
 GV5410'VIRGINIA STATE COLLEGE FOR NEGROES ON THE N SIDE OF APPOMATTOX
 GV5410'RIVER AT ETTRICK, VIRGINIA, AND ACROSS THE RIVER TO THE N
 GV5410'OF PETERSBURG.
 GV5410'
 GV5410'STATION IS THE FINIAL ON THE ADMINISTRATION BUILDING, VIRGINIA
 GV5410'HALL, OF THE STATE COLLEGE FOR NEGROES.  THERE IS A LARGE
 GV5410'CLOCK IN THE TOWER JUST BELOW THE FINIAL.
 GV5410
 GV5410                          STATION RECOVERY (1953)
 GV5410
 GV5410'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 GV5410'THE STATION IS THE FINIAL ON TOP OF THE ADMINISTRATION BUILDING
 GV5410'LOCATED IN THE CENTER OF THE E-W PART OF THE BUILDING.
 GV5410
 GV5410                          STATION RECOVERY (1994)
 GV5410
 GV5410'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5410'RECOVERED IN GOOD CONDITION.
 GV5410
 GV5410                          STATION RECOVERY (1999)
 GV5410
 GV5410'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5410'RECOVERED IN GOOD CONDITION.
 GV5410
 GV5410                          STATION RECOVERY (2004)
 GV5410
 GV5410'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 GV5410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5080 ***********************************************************************
 GV5080  DESIGNATION -  EUBANK VFC 1919
 GV5080  PID         -  GV5080
 GV5080  STATE/COUNTY-  VA/ESSEX
 GV5080  USGS QUAD   -  DUNNSVILLE (1985)
 GV5080
 GV5080                         *CURRENT SURVEY CONTROL
 GV5080  ___________________________________________________________________
 GV5080* NAD 83(1993)-  37 51 01.59909(N)    076 46 06.18197(W)     ADJUSTED  
 GV5080* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV5080  ___________________________________________________________________
 GV5080  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 GV5080  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GV5080
 GV5080  HORZ ORDER  -  THIRD
 GV5080
 GV5080.The horizontal coordinates were established by classical geodetic methods
 GV5080.and adjusted by the National Geodetic Survey in November 1994..
 GV5080
 GV5080.The orthometric height was scaled from a topographic map.
 GV5080
 GV5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5080
 GV5080.The geoid height was determined by GEOID03.
 GV5080
 GV5080;                    North         East     Units Scale Factor Converg.
 GV5080;SPC VA S     - 1,169,763.305 3,652,388.997   MT  0.99998085   +1 03 03.5
 GV5080;SPC VA S     - 3,837,798.44 11,982,879.57   sFT  0.99998085   +1 03 03.5
 GV5080;UTM  18      - 4,190,695.182   344,419.681   MT  0.99989813   -1 05 07.1
 GV5080
 GV5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5080!SPC VA S     -   1.00000541  x   0.99998085  =   0.99998626
 GV5080!UTM  18      -   1.00000541  x   0.99989813  =   0.99990354
 GV5080
 GV5080:                Primary Azimuth Mark                     Grid Az
 GV5080:SPC VA S     -  WARE                                     330 13 06.2
 GV5080:UTM  18      -  WARE                                     332 21 16.8
 GV5080
 GV5080|---------------------------------------------------------------------|
 GV5080| PID    Reference Object                     Distance      Geod. Az  |
 GV5080|                                                           dddmmss.s |
 GV5080| GV5082 WARE                                APPROX. 3.0 KM 3311609.7 |
 GV5080|---------------------------------------------------------------------|
 GV5080
 GV5080                          SUPERSEDED SURVEY CONTROL
 GV5080
 GV5080  NAD 83(1986)-  37 51 01.59982(N)    076 46 06.19883(W) AD(       ) 3
 GV5080  NAD 27      -  37 51 01.09700(N)    076 46 07.33300(W) AD(       ) 3
 GV5080
 GV5080.Superseded values are not recommended for survey control.
 GV5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5080.See file dsdata.txt to determine how the superseded data were derived.
 GV5080
 GV5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4442090695(NAD 83)
 GV5080_MARKER: Z = SEE DESCRIPTION
 GV5080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV5080_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV5080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5080
 GV5080  HISTORY     - Date     Condition        Report By
 GV5080  HISTORY     - 1919     MONUMENTED       VACF
 GV5080  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV5080  HISTORY     - 19950402 GOOD             USPSQD
 GV5080  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV5080  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV5080
 GV5080                          STATION DESCRIPTION
 GV5080
 GV5080'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1919
 GV5080'ON LOW SAND RIDGE NEARLY IN FRONT OF THE EUBANK PLACE,
 GV5080'DISTINGUISHED BY A VERY LARGE PECAN TREE, VISIBLE FOR MILES
 GV5080'DOWN THE RAPPAHANNOCK RIVER.
 GV5080'
 GV5080'STATION IS MARKED BY 5-FOOT SECTION OF 1-INCH GALVANIZED
 GV5080'IRON PIPE, SURROUNDED BY BLOCK OF CONCRETE JUST BELOW SURFACE
 GV5080'OF GROUND.
 GV5080
 GV5080                          STATION RECOVERY (1943)
 GV5080
 GV5080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV5080'THIS STATION WAS NOT RECOVERED.  AFTER BEING SHOWN THE EXACT
 GV5080'LOCATION FOR THIS STATION BY MR. EUBANK, AND AFTER LOCATING
 GV5080'THE TARGET FOR THIS STATION, THE PARTY SPENT AN HOUR DIGGING
 GV5080'FOR SAME.  THE STATION MUST BE CONSIDERED AS LOST SINCE THIS
 GV5080'REASONABLE EFFORT FAILED TO LOCATE IT.
 GV5080
 GV5080                          STATION RECOVERY (1995)
 GV5080
 GV5080'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5080'RECOVERED IN GOOD CONDITION.
 GV5080
 GV5080                          STATION RECOVERY (1999)
 GV5080
 GV5080'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5080'MARK NOT FOUND.
 GV5080
 GV5080                          STATION RECOVERY (2004)
 GV5080
 GV5080'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5320 ***********************************************************************
 GV5320  DESIGNATION -  EUREKA
 GV5320  PID         -  GV5320
 GV5320  STATE/COUNTY-  VA/CHARLES CITY
 GV5320  USGS QUAD   -  CHARLES CITY (1987)
 GV5320
 GV5320                         *CURRENT SURVEY CONTROL
 GV5320  ___________________________________________________________________
 GV5320* NAD 83(1993)-  37 18 27.82937(N)    077 00 21.79698(W)     ADJUSTED  
 GV5320* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 GV5320  ___________________________________________________________________
 GV5320  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 GV5320  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 GV5320
 GV5320  HORZ ORDER  -  THIRD
 GV5320
 GV5320.The horizontal coordinates were established by classical geodetic methods
 GV5320.and adjusted by the National Geodetic Survey in September 1995..
 GV5320
 GV5320.The orthometric height was scaled from a topographic map.
 GV5320
 GV5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5320
 GV5320.The geoid height was determined by GEOID03.
 GV5320
 GV5320;                    North         East     Units Scale Factor Converg.
 GV5320;SPC VA S     - 1,109,181.165 3,632,428.062   MT  0.99994594   +0 54 24.2
 GV5320;SPC VA S     - 3,639,038.54 11,917,391.07   sFT  0.99994594   +0 54 24.2
 GV5320;UTM  18      - 4,130,897.532   322,221.300   MT  0.99998933   -1 12 58.2
 GV5320
 GV5320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5320!SPC VA S     -   1.00000449  x   0.99994594  =   0.99995043
 GV5320!UTM  18      -   1.00000449  x   0.99998933  =   0.99999382
 GV5320
 GV5320|---------------------------------------------------------------------|
 GV5320| PID    Reference Object                     Distance      Geod. Az  |
 GV5320|                                                           dddmmss.s |
 GV5320| DC5321 EUREKA RM 1                          20.577 METERS 06031     |
 GV5320| GV5337 STURGEON POINT SQUARE STACK          58.189 METERS 12316     |
 GV5320| GV5336 STURGEON POINT LIGHT                 77.688 METERS 20624     |
 GV5320| GV5334 MILTON LIGHT                        APPROX. 1.7 KM 2612834.8 |
 GV5320| DC5322 EUREKA RM 2                          41.337 METERS 32540     |
 GV5320|---------------------------------------------------------------------|
 GV5320
 GV5320                          SUPERSEDED SURVEY CONTROL
 GV5320
 GV5320  NAD 83(1993)-  37 18 27.83088(N)    077 00 21.79806(W) AD(       ) 3
 GV5320  NAD 83(1986)-  37 18 27.83286(N)    077 00 21.81572(W) AD(       ) 3
 GV5320  NAD 27      -  37 18 27.30100(N)    077 00 22.93600(W) AD(       ) 3
 GV5320
 GV5320.Superseded values are not recommended for survey control.
 GV5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5320.See file dsdata.txt to determine how the superseded data were derived.
 GV5320
 GV5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2222130898(NAD 83)
 GV5320_MARKER: DS = TRIANGULATION STATION DISK
 GV5320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5320
 GV5320  HISTORY     - Date     Condition        Report By
 GV5320  HISTORY     - 1938     MONUMENTED       CGS
 GV5320  HISTORY     - 1942     GOOD             CGS
 GV5320  HISTORY     - 1948     GOOD             CGS
 GV5320  HISTORY     - 1951     GOOD             CGS
 GV5320  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 GV5320  HISTORY     - 20000927 MARK NOT FOUND   USPSQD
 GV5320  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV5320
 GV5320                          STATION DESCRIPTION
 GV5320
 GV5320'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5320'STATION IS ON THE NORTH SHORE OF THE JAMES RIVER, ON THE PROMINENT
 GV5320'BLUFF ABOVE STURGEON POINT, ON WHICH IS LOCATED THE PLANT OF
 GV5320'THE EUREKA BRICK COMPANY.  THE STATION IS OFFSHORE FROM THE
 GV5320'LARGE HOUSE ON THE BLUFF IN WHICH THE MANAGER OF THE BRICK
 GV5320'FACTORY LIVES.  THIS IS THE ONLY LARGE BUILDING UP ON THE BLUFF.
 GV5320'THE STATION IS 3.3 METERS BACK FROM THE EDGE OF THE BLUFF,
 GV5320'MEASURED IN THE DIRECTION OF THE NORTHWEST TANGENT OF KENNON
 GV5320'MARSH, AND 7.5 METERS FROM EDGE OF BLUFF IN THE DIRECTION OF
 GV5320'THE HIGH BRICK STACK AT THE BRICK PLANT.  IT IS 8.32 METERS
 GV5320'FROM THE SOUTHEAST CORNER OF THE PORCH (BRICK), 23.35 METERS
 GV5320'FROM THE SOUTHWEST CORNER OF THE HOUSE AND 7.95 METERS TO
 GV5320'THE NEAR EDGE OF THE BRICK WALL AROUND THE HOUSE.  THE BLUFF
 GV5320'ON WHICH THE STATION AND HOUSE STAND IS ABOUT 35 FEET
 GV5320'HIGH.
 GV5320'
 GV5320'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5320'DISKS IN CONCRETE, NOTES 1A, 7A, AND 11A.
 GV5320'
 GV5320'REFERENCE MARK NO. 1 IS ALONG THE NORTH EDGE OF THE BRICK
 GV5320'SIDEWALK LEADING UP TO THE HOUSE FROM THE BRICK WORKS.  REFERENCE
 GV5320'MARK NO. 2 IS WEST OF THE HOUSE NEAR THE FOOT OF A LARGE TREE.
 GV5320
 GV5320                          STATION RECOVERY (1942)
 GV5320
 GV5320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5320'1938 DESCRIPTION ADEQUATE.
 GV5320
 GV5320                          STATION RECOVERY (1948)
 GV5320
 GV5320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5320'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GV5320'AND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GV5320
 GV5320                          STATION RECOVERY (1951)
 GV5320
 GV5320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCC)
 GV5320'STATION AND REFERENCE MARKS 1 AND 2 FOUND AS DESCRIBED.
 GV5320
 GV5320                          STATION RECOVERY (1996)
 GV5320
 GV5320'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5320'MARK NOT FOUND.
 GV5320
 GV5320                          STATION RECOVERY (2000)
 GV5320
 GV5320'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV5320'MOUMENT FOUND DISK MISSING.
 GV5320
 GV5320                          STATION RECOVERY (2001)
 GV5320
 GV5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV5320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4526 ***********************************************************************
 GV4526  DESIGNATION -  EUSTIS
 GV4526  PID         -  GV4526
 GV4526  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4526  USGS QUAD   -  YORKTOWN (1994)
 GV4526
 GV4526                         *CURRENT SURVEY CONTROL
 GV4526  ___________________________________________________________________
 GV4526* NAD 83(1993)-  37 08 16.08811(N)    076 37 20.35155(W)     ADJUSTED  
 GV4526* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4526  ___________________________________________________________________
 GV4526  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 GV4526  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV4526
 GV4526  HORZ ORDER  -  THIRD
 GV4526
 GV4526.The horizontal coordinates were established by classical geodetic methods
 GV4526.and adjusted by the National Geodetic Survey in September 1995..
 GV4526
 GV4526.The orthometric height was scaled from a topographic map.
 GV4526
 GV4526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4526
 GV4526.The geoid height was determined by GEOID03.
 GV4526
 GV4526;                    North         East     Units Scale Factor Converg.
 GV4526;SPC VA S     - 1,090,934.350 3,666,814.572   MT  0.99995339   +1 08 22.6
 GV4526;SPC VA S     - 3,579,173.78 12,030,207.47   sFT  0.99995339   +1 08 22.6
 GV4526;UTM  18      - 4,111,391.188   355,908.000   MT  0.99985577   -0 58 46.6
 GV4526
 GV4526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4526!SPC VA S     -   1.00000564  x   0.99995339  =   0.99995903
 GV4526!UTM  18      -   1.00000564  x   0.99985577  =   0.99986141
 GV4526
 GV4526|---------------------------------------------------------------------|
 GV4526| PID    Reference Object                     Distance      Geod. Az  |
 GV4526|                                                           dddmmss.s |
 GV4526| DC9395 EUSTIS RM 1                           6.386 METERS 08856     |
 GV4526| GV4626 ULBER                               APPROX. 1.5 KM 2010723.8 |
 GV4526| DC9396 EUSTIS RM 2                           7.630 METERS 34948     |
 GV4526|---------------------------------------------------------------------|
 GV4526
 GV4526                          SUPERSEDED SURVEY CONTROL
 GV4526
 GV4526  NAD 83(1986)-  37 08 16.08998(N)    076 37 20.38063(W) AD(       ) 3
 GV4526  NAD 27      -  37 08 15.55500(N)    076 37 21.54100(W) AD(       ) 3
 GV4526
 GV4526.Superseded values are not recommended for survey control.
 GV4526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4526.See file dsdata.txt to determine how the superseded data were derived.
 GV4526
 GV4526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5590811391(NAD 83)
 GV4526_MARKER: DS = TRIANGULATION STATION DISK
 GV4526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4526
 GV4526  HISTORY     - Date     Condition        Report By
 GV4526  HISTORY     - 1938     MONUMENTED       CGS
 GV4526  HISTORY     - 1942     GOOD             CGS
 GV4526  HISTORY     - 1947     MARK NOT FOUND   CGS
 GV4526  HISTORY     - 1950     MARK NOT FOUND   AMS
 GV4526  HISTORY     - 1952     MARK NOT FOUND   CGS
 GV4526
 GV4526                          STATION DESCRIPTION
 GV4526
 GV4526'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4526'THIS STATION IS ON THE EAST SHORE OF THE JAMES RIVER, ABOUT
 GV4526'0.8 MILE NORTH-NORTHEAST OF MULBERRY POINT, ABOUT 90 METERS
 GV4526'SOUTH OF THE INBOARD END OF THE FORT EUSTIS WHARF, 23 METERS
 GV4526'WEST OF THE CENTER LINE OF OLD ABANDONED ROAD, MEASURED FROM
 GV4526'THE NORTH ABUTMENT OF OLD STEEL BRIDGE ACROSS A SLOUGH.  IT
 GV4526'IS 8 METERS NORTH OF NORTH BANK OF THIS SLOUGH, 6 METERS EAST
 GV4526'OF THE HIGH WATER LINE, 3.2 METERS SOUTHWEST BY WEST FROM A
 GV4526'14-INCH-DIAMETER, BLAZED PINE TREE AND 1.75 METERS
 GV4526'NORTH-NORTHEAST OF A BLAZED DOUBLE HOLLY TREE.  THE MARK IS 9
 GV4526'INCHES IN DIAMETER AT TOP AND PROJECTS 6 INCHES.
 GV4526'
 GV4526'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV4526'DISKS SET IN CONCRETE.
 GV4526'
 GV4526'THE REFERENCE MARKS PROJECT ABOUT 2 INCHES ABOVE THE GROUND.
 GV4526'THE DISTANCE BETWEEN THEM IS 10.698 METERS.
 GV4526'
 GV4526'THE INSTRUMENT WAS ELEVATED 16 FEET AT THIS STATION TO RAISE
 GV4526'THE LINES OF SIGHT OVER THE FORT EUSTIS WHARF TO THE NORTHWARD.
 GV4526
 GV4526                          STATION RECOVERY (1942)
 GV4526
 GV4526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4526'1938 DESCRIPTION ADEQUATE.
 GV4526
 GV4526                          STATION RECOVERY (1947)
 GV4526
 GV4526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4526'THIS STATION HAS BEEN DESTROYED BY EXTENSIVE CONSTRUCTION WORK
 GV4526'DONE BY THE U.S. ENGINEERS.  A NEW STATION HAS BEEN ESTABLISHED
 GV4526'IN THIS VICINITY OF THE U.S. ENGINEERS IN 1947.
 GV4526
 GV4526                          STATION RECOVERY (1950)
 GV4526
 GV4526'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1950 (RLS)
 GV4526'THIS STATION IS DESTROYED.
 GV4526
 GV4526                          STATION RECOVERY (1952)
 GV4526
 GV4526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 GV4526'STATION MARK, R.M. 1, AND R.M. 2 WERE SEARCHED FOR BUT NOT
 GV4526'RECOVERED.  A NEW BRIDGE HAS BEEN BUILT IN THIS VICINITY AND
 GV4526'CONSIDERABLE FILLING WAS DONE.  IF MARKS ARE STILL INTACT THEY
 GV4526'ARE PROBABLY BURIED.  DESCRIPTION INADEQUATE FOR EXTENSIVE
 GV4526'DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4570 ***********************************************************************
 GV4570  DESIGNATION -  EUSTIS VFC 1937
 GV4570  PID         -  GV4570
 GV4570  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4570  USGS QUAD   -  MULBERRY ISLAND (1986)
 GV4570
 GV4570                         *CURRENT SURVEY CONTROL
 GV4570  ___________________________________________________________________
 GV4570* NAD 83(1993)-  37 06 17.05976(N)    076 33 46.50462(W)     ADJUSTED  
 GV4570* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4570  ___________________________________________________________________
 GV4570  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 GV4570  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 GV4570
 GV4570  HORZ ORDER  -  THIRD
 GV4570
 GV4570.The horizontal coordinates were established by classical geodetic methods
 GV4570.and adjusted by the National Geodetic Survey in September 1995..
 GV4570
 GV4570.The orthometric height was scaled from a topographic map.
 GV4570
 GV4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4570
 GV4570.The geoid height was determined by GEOID03.
 GV4570
 GV4570;                    North         East     Units Scale Factor Converg.
 GV4570;SPC VA S     - 1,087,372.538 3,672,166.440   MT  0.99995586   +1 10 32.4
 GV4570;SPC VA S     - 3,567,488.07 12,047,766.06   sFT  0.99995586   +1 10 32.4
 GV4570;UTM  18      - 4,107,634.336   361,123.950   MT  0.99983759   -0 56 34.9
 GV4570
 GV4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4570!SPC VA S     -   1.00000567  x   0.99995586  =   0.99996153
 GV4570!UTM  18      -   1.00000567  x   0.99983759  =   0.99984326
 GV4570
 GV4570:                Primary Azimuth Mark                     Grid Az
 GV4570:SPC VA S     -  MADDOX VFC 1937                          104 05 06.8
 GV4570:UTM  18      -  MADDOX VFC 1937                          106 12 14.1
 GV4570
 GV4570|---------------------------------------------------------------------|
 GV4570| PID    Reference Object                     Distance      Geod. Az  |
 GV4570|                                                           dddmmss.s |
 GV4570| GV4585 MADDOX VFC 1937                     APPROX. 0.8 KM 1051539.2 |
 GV4570|---------------------------------------------------------------------|
 GV4570
 GV4570                          SUPERSEDED SURVEY CONTROL
 GV4570
 GV4570  NAD 83(1986)-  37 06 17.06197(N)    076 33 46.53697(W) AD(       ) 3
 GV4570  NAD 27      -  37 06 16.52600(N)    076 33 47.71100(W) AD(       ) 3
 GV4570
 GV4570.Superseded values are not recommended for survey control.
 GV4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4570.See file dsdata.txt to determine how the superseded data were derived.
 GV4570
 GV4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6112407634(NAD 83)
 GV4570_MARKER: U = CONCRETE POST
 GV4570_SETTING: 0 = UNSPECIFIED SETTING
 GV4570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4570
 GV4570  HISTORY     - Date     Condition        Report By
 GV4570  HISTORY     - 1937     MONUMENTED       VACF
 GV4570  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV4570  HISTORY     - 1946     GOOD             CGS
 GV4570  HISTORY     - 1976     GOOD             LOCENG
 GV4570
 GV4570                          STATION DESCRIPTION
 GV4570
 GV4570'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1937
 GV4570'STATION IS ON LAST WESTERN POINT OF MULBERRY ISLAND S OF THE
 GV4570'NARROWS INSHORE OF THE REMAINS OF AN OLD WHARF.  MARKED BY
 GV4570'CONCRETE MARKER SET FLUSH WITH THE SURFACE OF THE LAND.  A NO
 GV4570'TRESPASSING SIGN STANDS A SHORT DISTANCE FROM THE STATION.
 GV4570
 GV4570                          STATION RECOVERY (1942)
 GV4570
 GV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4570'NOT FOUND, HOWEVER, A THOROUGH SEARCH WAS NOT MADE AND STATION MAY
 GV4570'STILL EXIST.
 GV4570
 GV4570                          STATION RECOVERY (1946)
 GV4570
 GV4570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RRM)
 GV4570'FOUND AS DESCRIBED AND DESCRIPTION ADEQUATE.  REMAINS OF THE OLD
 GV4570'DOCK STILL IN EVIDENCE.
 GV4570
 GV4570                          STATION RECOVERY (1976)
 GV4570
 GV4570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (GWS)
 GV4570'MON HAS DEPRESSION IN CENTER-ABOUT 18 INCHES UNDERGROUND.  METAL
 GV4570'WITNESS POST SET 2 FEET WEST OF STA.  NO REF. MARKS- REF ANGLES OK.
 GV4570'
 GV4570'OTHER STATIONS IN RIVER CHECK AZM.
 GV4570'
 GV4570'DISTANCE AND DIRECTION FROM NEAREST TOWN--WARWICK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1242 ***********************************************************************
 FW1242  DESIGNATION -  EVANS
 FW1242  PID         -  FW1242
 FW1242  STATE/COUNTY-  VA/ACCOMACK
 FW1242  USGS QUAD   -  PUNGOTEAGUE (1992)
 FW1242
 FW1242                         *CURRENT SURVEY CONTROL
 FW1242  ___________________________________________________________________
 FW1242* NAD 83(1993)-  37 44 31.02946(N)    075 46 46.39075(W)     ADJUSTED  
 FW1242* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1242  ___________________________________________________________________
 FW1242  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FW1242  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FW1242
 FW1242  HORZ ORDER  -  FIRST
 FW1242
 FW1242.The horizontal coordinates were established by classical geodetic methods
 FW1242.and adjusted by the National Geodetic Survey in November 1994..
 FW1242
 FW1242.The orthometric height was scaled from a topographic map.
 FW1242
 FW1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1242
 FW1242.The geoid height was determined by GEOID03.
 FW1242
 FW1242;                    North         East     Units Scale Factor Converg.
 FW1242;SPC VA S     - 1,159,778.730 3,739,737.229   MT  0.99996670   +1 39 04.0
 FW1242;SPC VA S     - 3,805,040.72 12,269,454.56   sFT  0.99996670   +1 39 04.0
 FW1242;UTM  18      - 4,177,470.766   431,317.663   MT  0.99965810   -0 28 37.9
 FW1242
 FW1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1242!SPC VA S     -   1.00000544  x   0.99996670  =   0.99997214
 FW1242!UTM  18      -   1.00000544  x   0.99965810  =   0.99966353
 FW1242
 FW1242:                Primary Azimuth Mark                     Grid Az
 FW1242:SPC VA S     -  EVANS AZ MK                              039 47 37.0
 FW1242:UTM  18      -  EVANS AZ MK                              041 55 18.9
 FW1242
 FW1242|---------------------------------------------------------------------|
 FW1242| PID    Reference Object                     Distance      Geod. Az  |
 FW1242|                                                           dddmmss.s |
 FW1242| DC7266 EVANS AZ MK                                        0412641.0 |
 FW1242| DC7267 EVANS RM 1                           40.249 METERS 04352     |
 FW1242| FW1094 PARKSLEY TANK                       APPROX.12.4 KM 0672350.8 |
 FW1242| DC7268 EVANS RM 2                           38.015 METERS 11219     |
 FW1242| FW1261 LE 41 1953                           89.093 METERS 20416     |
 FW1242|---------------------------------------------------------------------|
 FW1242
 FW1242                          SUPERSEDED SURVEY CONTROL
 FW1242
 FW1242  NAD 83(1993)-  37 44 31.03423(N)    075 46 46.40696(W) AD(       ) 1
 FW1242  NAD 83(1986)-  37 44 31.02874(N)    075 46 46.42597(W) AD(       ) 1
 FW1242  NAD 27      -  37 44 30.56200(N)    075 46 47.67600(W) AD(       ) 1
 FW1242
 FW1242.Superseded values are not recommended for survey control.
 FW1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1242.See file dsdata.txt to determine how the superseded data were derived.
 FW1242
 FW1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG3131877471(NAD 83)
 FW1242_MARKER: DS = TRIANGULATION STATION DISK
 FW1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1242
 FW1242  HISTORY     - Date     Condition        Report By
 FW1242  HISTORY     - 1942     MONUMENTED       CGS
 FW1242  HISTORY     - 1953     GOOD             CGS
 FW1242
 FW1242                          STATION DESCRIPTION
 FW1242
 FW1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW1242'THE STATION IS LOCATED ABOUT 3 MILES BY ROAD NW OF THE VILLAGE
 FW1242'OF ONANCOCK, ABOUT 150 FEET NE OF THE EVANS FARMHOUSE, 40 FEET
 FW1242'NW OF THE CENTER OF STATE HIGHWAY 655, 18 FEET W BY N OF
 FW1242'A 3-FOOT MAPLE TREE, AND 42 FEET S OF THE S CORNER OF THE
 FW1242'BARN.  IT IS STAMPED EVANS 1942 AND IS FLUSH WITH THE SURFACE
 FW1242'OF THE GROUND.
 FW1242'
 FW1242'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FW1242'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 FW1242'AND 11A.
 FW1242'
 FW1242'REFERENCE MARK NO. 1 IS NE OF THE STATION IN A FENCE LINE AND
 FW1242'16 FEET W BY N OF STATE HIGHWAY 655.  IT IS STAMPED EVANS
 FW1242'NO. 1 1942 AND PROJECTS 3 INCHES.
 FW1242'
 FW1242'REFERENCE MARK NO. 2 IS E BY S OF THE STATION AT THE N CORNER
 FW1242'OF E.B. WHITES HOUSE, 12 FEET S OF THE CENTER OF THE DRIVE
 FW1242'LEADING TO THE HOUSE, AND 84 FEET E BY S OF STATE HIGHWAY 655.
 FW1242'IT IS STAMPED EVANS NO. 2 1942 AND IS FLUSH WITH THE SURFACE
 FW1242'OF THE GROUND.
 FW1242'
 FW1242'THE AZIMUTH MARK IS 0.45 MILE NE OF THE STATION, 2.5 FEET SW
 FW1242'OF POWER LINE POLE NO. 28-5, 22 FEET NE OF THE CENTER OF
 FW1242'STATE HIGHWAY 655, 133 FEET E BY S OF THE JUNCTION OF STATE
 FW1242'HIGHWAYS 655 AND 649.  IT IS STAMPED EVANS 1942, PROJECTS 8
 FW1242'INCHES, AND IS WITNESSED BY A 4- BY 4-INCH WHITE POST.
 FW1242'
 FW1242'TO REACH THE STATION FROM THE CORNER OF MARKET AND NORTH
 FW1242'STREETS IN ONANCOCK, FOLLOW NORTH STREET FOR 0.7 MILE TO STATE
 FW1242'HIGHWAY 653, TURN LEFT AND GO 2.0 MILES TO THE JUNCTION WITH
 FW1242'STATE HIGHWAY 655, TURN RIGHT AND GO 0.8 MILE TO THE RESIDENCE
 FW1242'OF MR. EVANS AND STATION ON THE LEFT.
 FW1242'
 FW1242'A 103-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT ACCOMAC.
 FW1242'
 FW1242'A 103-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT LEE MONT.
 FW1242'
 FW1242'A 103-FOOT TOWER WILL SEE A 136-FOOT LIGHT AT HARBORTON.
 FW1242
 FW1242                          STATION RECOVERY (1953)
 FW1242
 FW1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1242'STATION IS LOCATED SW OF THE VILLAGE OF SOUTH CHESCONESSEX, ABOUT
 FW1242'2400 FT. SW OF THE JUNCTION OF COUNTY HIGHWAYS 655 AND 649,
 FW1242'540 FT. SW OF THE JUNCTION OF HIGHWAY 655 AND A DIRT ROAD NW, AND
 FW1242'47 FT. SW OF THE JUNCTION OF HIGHWAY 655 AND A PRIVATE DRIVE
 FW1242'E.  IT IS A STANDARD DISK, STAMPED EVANS 1942 AND SET IN
 FW1242'THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FW1242'GROUND.
 FW1242'
 FW1242'REFERENCE MARK 1 IS 132.05 FT. NE OF THE STATION, AND 16 FT. W
 FW1242'OF HIGHWAY 655.  IT IS A STANDARD DISK, STAMPED EVANS NO
 FW1242'1 1942 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 FW1242'PROJECTING 6 IN. ABOVE GROUND.
 FW1242'
 FW1242'REFERENCE MARK 2 IS 124.72 FT. E BY S OF THE STATION, AT THE
 FW1242'NW CORNER OF THE FOUNDATION OF A HOUSE (HOUSE BURNED DOWN), AND
 FW1242'12 FT. S OF THE CENTER OF A PRIVATE DRIVE.  IT IS A STANDARD
 FW1242'DISK, STAMPED EVANS NO 2 1942 AND SET IN THE TOP OF A 12-IN.
 FW1242'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FW1242'
 FW1242'AZIMUTH MARK IS 0.45 MI. NE OF THE STATION, 133 FT. E OF THE
 FW1242'JUNCTION OF HIGHWAYS 655 AND 649 IN THE VILLAGE OF SOUTH
 FW1242'CHESCONESSEX, 22 FT. NE OF THE CENTER OF HIGHWAY 655, AND 2.5
 FW1242'FT. S OF POWER POLE 28-5.  IT IS A STANDARD DISK, STAMPED EVANS
 FW1242'1942 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 FW1242'PROJECTING 8 IN. ABOVE GROUND AND WITNESSED BY A 4- BY 4-IN.
 FW1242'WHITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3965 ***********************************************************************
 GV3965  DESIGNATION -  EVANS
 GV3965  PID         -  GV3965
 GV3965  STATE/COUNTY-  VA/C OF HAMPTON
 GV3965  USGS QUAD   -  HAMPTON (1986)
 GV3965
 GV3965                         *CURRENT SURVEY CONTROL
 GV3965  ___________________________________________________________________
 GV3965* NAD 83(1993)-  37 02 07.21462(N)    076 17 35.52954(W)     ADJUSTED  
 GV3965* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3965  ___________________________________________________________________
 GV3965  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 GV3965  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 GV3965
 GV3965  HORZ ORDER  -  SECOND
 GV3965
 GV3965.The horizontal coordinates were established by classical geodetic methods
 GV3965.and adjusted by the National Geodetic Survey in September 1995..
 GV3965
 GV3965.The orthometric height was scaled from a topographic map.
 GV3965
 GV3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3965
 GV3965.The geoid height was determined by GEOID03.
 GV3965
 GV3965;                    North         East     Units Scale Factor Converg.
 GV3965;SPC VA S     - 1,080,198.988 3,696,314.462   MT  0.99996211   +1 20 21.7
 GV3965;SPC VA S     - 3,543,952.85 12,126,991.70   sFT  0.99996211   +1 20 21.7
 GV3965;UTM  18      - 4,099,574.324   384,986.478   MT  0.99976296   -0 46 44.4
 GV3965
 GV3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3965!SPC VA S     -   1.00000550  x   0.99996211  =   0.99996761
 GV3965!UTM  18      -   1.00000550  x   0.99976296  =   0.99976846
 GV3965
 GV3965:                Primary Azimuth Mark                     Grid Az
 GV3965:SPC VA S     -  FOX HILL MUNICIPAL TANK                  004 31 05.2
 GV3965:UTM  18      -  FOX HILL MUNICIPAL TANK                  006 38 11.3
 GV3965
 GV3965|---------------------------------------------------------------------|
 GV3965| PID    Reference Object                     Distance      Geod. Az  |
 GV3965|                                                           dddmmss.s |
 GV3965| GV3976 FOX HILL MUNICIPAL TANK             APPROX. 5.2 KM 0055126.9 |
 GV3965| GV3980 GRANDVIEW                           APPROX. 5.1 KM 0183113.3 |
 GV3965| DC9398 EVANS RM 2                                         25532     |
 GV3965| DC9397 EVANS RM 1                                         33518     |
 GV3965|---------------------------------------------------------------------|
 GV3965
 GV3965                          SUPERSEDED SURVEY CONTROL
 GV3965
 GV3965  NAD 83(1986)-  37 02 07.22082(N)    076 17 35.56538(W) AD(       ) 2
 GV3965  NAD 27      -  37 02 06.69300(N)    076 17 36.78200(W) AD(       ) 2
 GV3965
 GV3965.Superseded values are not recommended for survey control.
 GV3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3965.See file dsdata.txt to determine how the superseded data were derived.
 GV3965
 GV3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8498699574(NAD 83)
 GV3965_MARKER: DS = TRIANGULATION STATION DISK
 GV3965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3965
 GV3965  HISTORY     - Date     Condition        Report By
 GV3965  HISTORY     - 1939     MONUMENTED       CGS
 GV3965  HISTORY     - 1943     GOOD             CGS
 GV3965  HISTORY     - 1960     MARK NOT FOUND   CGS
 GV3965
 GV3965                          STATION DESCRIPTION
 GV3965
 GV3965'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 GV3965'ABOUT 2 MILES NORTH OF FORT MONROE NEAR THE NORTH SIDE OF THE
 GV3965'RESERVATION, ABOUT 500 YARDS SOUTH OF BUCKROE BEACH, 75 FEET
 GV3965'WEST OF THE BAY SHORE AND 60 FEET SOUTH OF THE SOUTHEAST
 GV3965'CORNER OF BAY VIEW TERRACE DANCE HALL (COLORED) ON PROPERTY
 GV3965'OF MR. EVANS (COLORED) WHO LIVES IN PHOEBUS.  BAY VIEW TOURIST
 GV3965'CABINS ARE BEING BUILT JUST WEST OF THE STATION.  STATION
 GV3965'IS JUST WEST OF THE RANGE OF FIRE CONTROL TOWERS TO THE
 GV3965'SOUTH.
 GV3965'
 GV3965'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV3965'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 GV3965'RESPECTIVELY.  THERE IS NO AZIMUTH MARK.
 GV3965'
 GV3965'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION AND WEST OF
 GV3965'TOURIST CABINS AND PRJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 GV3965'
 GV3965'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION IN FRONT OF
 GV3965'THE BAY VIEW TERRACE DANCE HALL AND PROJECTS ABOUT 6 INCHES
 GV3965'ABOVE THE GROUND.
 GV3965'
 GV3965'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV3965
 GV3965                          STATION RECOVERY (1943)
 GV3965
 GV3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3965'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK
 GV3965'2 HAS BEEN DESTROYED.  DISTANCE TO REFERENCE MARK 1 CHECKED.
 GV3965'BEACH IS WASHING BACK IN THIS AREA.
 GV3965
 GV3965                          STATION RECOVERY (1960)
 GV3965
 GV3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3965'A SEARCH OF MORE THAN AN HOUR WAS MADE FOR THIS STATION
 GV3965'BUT IT COULD NOT BE FOUND.  THE BAY VIEW TERRACE DANCE HALL
 GV3965'AND THE BAY VIEW TOURISTS CABINS WERE FOUND AS DESCRIBED.
 GV3965'ACCORDING TO LOCAL INFORMATION A BULLDOZER HAS WORKED AT
 GV3965'THIS SITE TWO TIMES IN THE PAST TWO YEARS BUILDING UP THE
 GV3965'BEACH AND IT IS BELIEVED THAT THE STATION MAY HAVE BEEN
 GV3965'DESTROYED DURING THIS OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4372 ***********************************************************************
 GV4372  DESIGNATION -  EVANS VFC 1930
 GV4372  PID         -  GV4372
 GV4372  STATE/COUNTY-  VA/GLOUCESTER
 GV4372  USGS QUAD   -  WARE NECK (1980)
 GV4372
 GV4372                         *CURRENT SURVEY CONTROL
 GV4372  ___________________________________________________________________
 GV4372* NAD 83(1993)-  37 23 40.78858(N)    076 28 33.47321(W)     ADJUSTED  
 GV4372* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4372  ___________________________________________________________________
 GV4372  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 GV4372  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 GV4372
 GV4372  HORZ ORDER  -  THIRD
 GV4372
 GV4372.The horizontal coordinates were established by classical geodetic methods
 GV4372.and adjusted by the National Geodetic Survey in September 1995..
 GV4372
 GV4372.The orthometric height was scaled from a topographic map.
 GV4372
 GV4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4372
 GV4372.The geoid height was determined by GEOID03.
 GV4372
 GV4372;                    North         East     Units Scale Factor Converg.
 GV4372;SPC VA S     - 1,119,702.141 3,679,203.830   MT  0.99994551   +1 13 42.4
 GV4372;SPC VA S     - 3,673,556.11 12,070,854.57   sFT  0.99994551   +1 13 42.4
 GV4372;UTM  18      - 4,139,677.214   369,352.492   MT  0.99981025   -0 53 47.3
 GV4372
 GV4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4372!SPC VA S     -   1.00000531  x   0.99994551  =   0.99995082
 GV4372!UTM  18      -   1.00000531  x   0.99981025  =   0.99981556
 GV4372
 GV4372:                Primary Azimuth Mark                     Grid Az
 GV4372:SPC VA S     -  COTTAGE VFC 1930                         071 43 07.9
 GV4372:UTM  18      -  COTTAGE VFC 1930                         073 50 37.6
 GV4372
 GV4372|---------------------------------------------------------------------|
 GV4372| PID    Reference Object                     Distance      Geod. Az  |
 GV4372|                                                           dddmmss.s |
 GV4372| GV4368 COTTAGE VFC 1930                    480.280 METERS 0725650.3 |
 GV4372| GV4376 HALL VFC 1930                       APPROX. 0.8 KM 2904308.1 |
 GV4372| GV4373 GLEBE VFC 1930                      APPROX. 0.6 KM 3303052.1 |
 GV4372|---------------------------------------------------------------------|
 GV4372
 GV4372                          SUPERSEDED SURVEY CONTROL
 GV4372
 GV4372  NAD 83(1993)-  37 23 40.79241(N)    076 28 33.47627(W) AD(       ) 3
 GV4372  NAD 83(1986)-  37 23 40.80149(N)    076 28 33.50314(W) AD(       ) 3
 GV4372  NAD 27      -  37 23 40.30200(N)    076 28 34.67900(W) AD(       ) 3
 GV4372
 GV4372.Superseded values are not recommended for survey control.
 GV4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4372.See file dsdata.txt to determine how the superseded data were derived.
 GV4372
 GV4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6935239677(NAD 83)
 GV4372_MARKER: Z = SEE DESCRIPTION
 GV4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4372+STABILITY: SURFACE MOTION
 GV4372
 GV4372  HISTORY     - Date     Condition        Report By
 GV4372  HISTORY     - 1930     MONUMENTED       VACF
 GV4372  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4372  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4372
 GV4372                          STATION DESCRIPTION
 GV4372
 GV4372'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1930
 GV4372'STATION IS LOCATED ON WHAT IS LOCALLY KNOWN AS EVANS POINT,
 GV4372'WARE RIVER, A LOW MARSHY POINT WITH SAND RIDGE.
 GV4372'
 GV4372'STATION IS MARKED BY A 4-FOOT SECTION OF 1-INCH GALVANIZED-IRON
 GV4372'PIPE IN BLOCK OF CONCRETE 10 BY 10 INCHES BY 2 FEET.
 GV4372
 GV4372                          STATION RECOVERY (1944)
 GV4372
 GV4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4372'STATION NOT RECOVERED.  THE POINT IS COVERED BY DENSE GRASS AND
 GV4372'A TWO-MAN PARTY SEARCHED 1/4-HOUR WITHOUT SUCCESS.  A MORE
 GV4372'THOROUGH SEARCH MIGHT RECOVER THIS STATION.
 GV4372
 GV4372                          STATION RECOVERY (2002)
 GV4372
 GV4372'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4032 ***********************************************************************
 FX4032  DESIGNATION -  EVERETT
 FX4032  PID         -  FX4032
 FX4032  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4032  USGS QUAD   -  WINDSOR (1981)
 FX4032
 FX4032                         *CURRENT SURVEY CONTROL
 FX4032  ___________________________________________________________________
 FX4032* NAD 83(1993)-  36 49 39.27737(N)    076 39 06.38907(W)     ADJUSTED  
 FX4032* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 FX4032  ___________________________________________________________________
 FX4032  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 FX4032  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 FX4032
 FX4032  HORZ ORDER  -  SECOND
 FX4032
 FX4032.The horizontal coordinates were established by classical geodetic methods
 FX4032.and adjusted by the National Geodetic Survey in September 1995..
 FX4032
 FX4032.The orthometric height was scaled from a topographic map.
 FX4032
 FX4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4032
 FX4032.The geoid height was determined by GEOID03.
 FX4032
 FX4032;                    North         East     Units Scale Factor Converg.
 FX4032;SPC VA S     - 1,056,462.413 3,664,872.080   MT  0.99998950   +1 07 18.2
 FX4032;SPC VA S     - 3,466,077.10 12,023,834.48   sFT  0.99998950   +1 07 18.2
 FX4032;UTM  18      - 4,077,018.154   352,694.596   MT  0.99986732   -0 59 25.0
 FX4032
 FX4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4032!SPC VA S     -   1.00000148  x   0.99998950  =   0.99999098
 FX4032!UTM  18      -   1.00000148  x   0.99986732  =   0.99986880
 FX4032
 FX4032|---------------------------------------------------------------------|
 FX4032| PID    Reference Object                     Distance      Geod. Az  |
 FX4032|                                                           dddmmss.s |
 FX4032| DC8824 EVERETT RM 1                         28.502 METERS 04052     |
 FX4032| DC8827 EVERETT RM 4                         16.271 METERS 04726     |
 FX4032| DC8828 EVERETT RM 5                         20.684 METERS 06332     |
 FX4032| DC8825 EVERETT RM 2                         42.767 METERS 14354     |
 FX4032| FX4046 SUFFOLK WEST END BAPTIST CH         APPROX.12.1 KM 1533437.2 |
 FX4032| DC8823 EVERETT AZ MK                                      1814336.8 |
 FX4032| DC8826 EVERETT RM 3                         15.434 METERS 26406     |
 FX4032|---------------------------------------------------------------------|
 FX4032
 FX4032                          SUPERSEDED SURVEY CONTROL
 FX4032
 FX4032  NAD 83(1986)-  36 49 39.28560(N)    076 39 06.41732(W) AD(       ) 2
 FX4032  NAD 27      -  36 49 38.74100(N)    076 39 07.58300(W) AD(       ) 2
 FX4032
 FX4032.Superseded values are not recommended for survey control.
 FX4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4032.See file dsdata.txt to determine how the superseded data were derived.
 FX4032
 FX4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5269577018(NAD 83)
 FX4032_MARKER: DS = TRIANGULATION STATION DISK
 FX4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4032
 FX4032  HISTORY     - Date     Condition        Report By
 FX4032  HISTORY     - 1944     MONUMENTED       CGS
 FX4032  HISTORY     - 1959     GOOD             AEROS
 FX4032  HISTORY     - 1960     GOOD             CGS
 FX4032  HISTORY     - 1975     GOOD             NGS
 FX4032  HISTORY     - 1976     GOOD             NGS
 FX4032  HISTORY     - 20020413 MARK NOT FOUND   USPSQD
 FX4032
 FX4032                          STATION DESCRIPTION
 FX4032
 FX4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4032'STATION IS LOCATED 5-1/2 MILES E OF WINDSOR, 6-1/4 MILES SE OF
 FX4032'ISLE OF WIGHT, AND IS IN THE FRONT YARD OF A FARMHOUSE ON STATE
 FX4032'ROAD 603.  IT IS 74 FEET N OF THE FARMHOUSE, 43 FEET S OF THE
 FX4032'CENTER LINE OF STATE ROAD 603, AND 39 FEET W OF THE DRIVE INTO
 FX4032'THE FARM.  IT IS STAMPED EVERETT 1944 AND IS FLUSH WITH THE
 FX4032'GROUND.
 FX4032'
 FX4032'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FX4032'DISKS SET IN CONCRETE.
 FX4032'
 FX4032'REFERENCE MARK 1 IS 12 FEET N OF THE CENTER LINE OF STATE ROAD
 FX4032'603 AND 1 FOOT S OF A FENCELINE.  IT IS STAMPED EVERETT NO 1
 FX4032'1944 AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 FX4032'
 FX4032'REFERENCE MARK 2 IS 8 FEET E OF A GATEPOST AND 1 FOOT N OF
 FX4032'A FENCELINE.  IT IS STAMPED EVERETT NO 2 1944 AND PROJECTS
 FX4032'ABOUT 12 INCHES ABOVE THE GROUND.
 FX4032'
 FX4032'AZIMUTH MARK IS IN THE FRONT YARD OF THE FIRST WHITE HOUSE
 FX4032'S OF THE STATION, ABOUT 40 FEET N OF THE FRONT PORCH, AND ABOUT
 FX4032'MIDWAY BETWEEN TWO N-S FENCES OF THE YARD.  IT IS STAMPED EVERETT
 FX4032'1944 AND IS FLUSH WITH THE GROUND.
 FX4032'
 FX4032'REACHED FROM WINDSOR BY GOING E ON STATE ROAD 603, WHICH IS
 FX4032'PAVED, FOR 3.6 MILES TO A T-ROAD, THENCE TURN RIGHT AND GO S
 FX4032'ON STATE ROAD 606 FOR 0.25 MILE TO JUNCTION OF FOUR ROADS AT
 FX4032'FIVE FORKS, THENCE BEAR LEFT, TAKING MIDDLE FORK, AND CONTINUE
 FX4032'E ON STATE ROAD 603 FOR 2.0 MILES TO STATION ON THE RIGHT.
 FX4032
 FX4032                          STATION RECOVERY (1959)
 FX4032
 FX4032'RECOVERY NOTE BY AERO SERVICE CORPORATION 1959
 FX4032'STATION MARK IS ABOUT 6 INCHES BELOW SURFACE OF GROUND.  R.M.
 FX4032'NO. 2 IS IN FAIR CONDITION AND APPARENTLY UNDISTURBED, BUT R.M.
 FX4032'NO. 1 HAS APPARENTLY BEEN MOVED.  NEW DISTANCES WERE TAKEN AND
 FX4032'A NEW ANGLE BETWEEN REFERENCE MARKS WAS RECORDED.
 FX4032'
 FX4032'COULD NOT FIND AZIMUTH MARK BY VISIBLE SEARCH.
 FX4032
 FX4032                          STATION RECOVERY (1960)
 FX4032
 FX4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX4032'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED AND
 FX4032'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 FX4032'CONDITION BUT IS NOT 40 FEET FROM THE PORCH.  ALSO THE FENCES
 FX4032'HAVE BEEN REMOVED.  REFERENCE MARK NO. 1 WAS FOUND DETROYED
 FX4032'AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.  A
 FX4032'COMPLETE NEW DESCRIPTION FOLLOWS--
 FX4032'
 FX4032'STATION IS LOCATED ABOUT 5.5 MILES EAST OF WINDSOR AND 6 MILES
 FX4032'SOUTHEAST OF ISLE OF WIGHT ON LAND OWNED BY W. JOYNER IN WINDSOR.
 FX4032'IT IS 83.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 79.0
 FX4032'FEET NORTH OF THE NORTHWEST CORNER AND IN LINE WITH THE WEST
 FX4032'FACE OF THE HOUSE, 42 FEET SOUTH OF THE CENTER OF THE ROAD AND 38
 FX4032'FEET WEST OF THE CENTER OF THE DRIVE.  THE MARK IS ABOUT 4
 FX4032'INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED EVERETT
 FX4032'1944.
 FX4032'
 FX4032'REFERENCE MARK NO. 2 IS 174 FEET SOUTH OF THE CENTER OF THE ROAD,
 FX4032'57.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 34.8
 FX4032'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE MARK
 FX4032'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EVERETT NO 2 1944.
 FX4032'
 FX4032'REFERENCE MARK NO. 3 IS 99.2 FEET NORTHWEST OF THE NORTHWEST
 FX4032'CORNER OF THE HOUSE, 35 FEET SOUTH OF THE CENTER OF THE ROAD AND
 FX4032'2 FEET EAST OF A POWER POLE.  THE MARK IS FLUSH WITH THE GROUND
 FX4032'AND THE DISK IS STAMPED EVERETT NO 3 1944.
 FX4032'
 FX4032'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION IN THE FRONT
 FX4032'YARD OF L.F. BYRUM.  IT IS 72.5 FEET NORTH OF THE NORTHWEST CORNER
 FX4032'AND 72.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 52.5
 FX4032'FEET WEST OF A POWER POLE AND 33 FEET EAST OF A TRIPPLE TRUNK ELM
 FX4032'TREE.  THE MARK IS ABOUT 4 INCHES BELOW GROUND SURFACE AND THE
 FX4032'DISK IS STAMPED EVERETT 1944.
 FX4032'
 FX4032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND
 FX4032'STATE ROAD 603 IN WINDSOR.  GO EAST ON ROAD 603 FOR 3.6 MILES TO
 FX4032'A T-ROAD INTERSECTION, TURN RIGHT ON ROAD 606 AND 603 AND GO
 FX4032'0.25 MILES TO A TRIPPLE FORK.  TAKE THE MIDDLE FORK AND GO EAST
 FX4032'ON ROAD 603 FOR 2.0 MILES TO THE STATION ON THE RIGHT AS
 FX4032'DESCRIBED.
 FX4032'
 FX4032'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON ROAD 603
 FX4032'FOR 0.1 MILE TO A DIRT ROAD SOUTH, TURN SOUTH AND GO 0.4 MILES
 FX4032'TO MR. BYRUMS HOUSE AND THE MARK AS DESCRIBED.
 FX4032'
 FX4032'NOTE--THE AZIMUTH MARK WILL NOT SEE THE STATION MARK IN THE
 FX4032'SUMMER MONTHS, DUE TO HIGH CORN.
 FX4032
 FX4032                          STATION RECOVERY (1975)
 FX4032
 FX4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FX4032'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED AS
 FX4032'DESCRIBED BY J. C. E. IN 1960 AND FOUND TO BE IN GOOD CONDITION.  A
 FX4032'CONCRETE MONUMENT WITH DISK REMOVED WAS FOUND NEARBY, WHICH
 FX4032'APPARENTLY WAS THE REMAINS OF REFERENCE MARK NO. 1.  REFERENCE
 FX4032'MARK NO. 3 HAD BEEN STRUCK BY FARMING EQUIPMENT AND WAS FOUND
 FX4032'TIPPED OVER AND THE DISK WAS RECLAIMED AT THIS TIME.  AZIMUTH MARK
 FX4032'IS NOT VISIBLE FROM STATION.  A DIFFERENCE OF .024 FOOT OR
 FX4032'.007 METER LONGER WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 FX4032'NO. 2 THE 1960 RECOVEREY BY J. C. E. IS ADEQUATE.
 FX4032'
 FX4032'REFERENCE MARK NO. 4 IS 17 FEET SOUTH OF THE CENTERLINE OF SECONDARY
 FX4032'STATE ROAD 603 AND 10 FEET EAST OF THE EAST DRIVEWAY OF TWO LEADING
 FX4032'TO ABANDONED FARMHOUSE.  MARK IS A STANDARD DISK SET FLUSH IN THE
 FX4032'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH
 FX4032'THE GROUND AND THE DISK IS STAMPED EVERETT 1944 NO 4 1975.
 FX4032'
 FX4032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST OF
 FX4032'WINDSOR.
 FX4032
 FX4032                          STATION RECOVERY (1976)
 FX4032
 FX4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FX4032'STATION, REFERENCE MARKS NO. 2 AND 4 AND AZIMUTH MARK WERE RECOVERED
 FX4032'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. THE STATE HIGHWAY
 FX4032'DEPARTMENT REQUESTED THAT REFERENCE MARK NO. 4 BE RELOCATED OUT OF
 FX4032'CONSTRUCTION LIMITS OF HIGHWAY IMPROVEMENTS, SO REFERENCE MARK NO.
 FX4032'5 WAS ESTABLISHED AND REFERENCE MARK NO. 4 WAS DESTROYED.  THE
 FX4032'DISTANCES TO THE REFERENCE MARKS WAS CHECKED AND FOUND TO AGREE
 FX4032'WITH THE 1975 MEASUREMENTS.  AZIMUTH MARK IS NOT VISIBLE FROM
 FX4032'STATION.  THE 1960 RECOVERY DESCRIPTION BY J. C. E. IS ADEQUATE.
 FX4032'
 FX4032'REFERENCE MARK NO. 5 IS 32 FEET EAST OF CENTERLINE OF DRIVEWAY, 29
 FX4032'FEET SOUTH OF THE CENTERLINE OF SECONDARY STATE ROAD 603, 3 FEET
 FX4032'SOUTH OF THE TOP OF BACKSLOPE OF DITCH, 1.0 FOOT WEST OF STEEL
 FX4032'WITNESS POST AND ON THE HIGHWAY RIGHT OF WAY.  MARK IS A STANDARD
 FX4032'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES
 FX4032'IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FX4032'EVERETT 1944 NO 5 1976.
 FX4032'
 FX4032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST
 FX4032'OF WINDSOR.
 FX4032
 FX4032                          STATION RECOVERY (2002)
 FX4032
 FX4032'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX4032'NOTE  FARMHOUSE DESTROYED BY FIRE.  UNDERGROWTH AND BRUSH VERY THICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9027 ***********************************************************************
 HV9027  DESIGNATION -  EVERGREEN
 HV9027  PID         -  HV9027
 HV9027  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9027  USGS QUAD   -  MIDDLEBURG (1981)
 HV9027
 HV9027                         *CURRENT SURVEY CONTROL
 HV9027  ___________________________________________________________________
 HV9027* NAD 83(1993)-  38 52 51.77257(N)    077 38 01.90979(W)     ADJUSTED  
 HV9027* NAVD 88     -       114.75   (+/-2cm)     376.5    (feet)  VERTCON   
 HV9027  ___________________________________________________________________
 HV9027  X           -   1,064,727.713 (meters)                     COMP
 HV9027  Y           -  -4,856,343.389 (meters)                     COMP
 HV9027  Z           -   3,982,097.809 (meters)                     COMP
 HV9027  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 HV9027  ELLIP HEIGHT-          82.71  (meters)          (06/04/02) GPS OBS
 HV9027  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV9027
 HV9027  HORZ ORDER  -  SECOND
 HV9027  VERT ORDER  -  THIRD ? (See Below)
 HV9027  ELLP ORDER  -  FOURTH    CLASS II
 HV9027
 HV9027.The horizontal coordinates were established by GPS observations
 HV9027.and adjusted by the National Geodetic Survey in November 1994..
 HV9027
 HV9027.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9027.The vertical order pertains to the NGVD 29 superseded value.
 HV9027
 HV9027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9027
 HV9027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9027
 HV9027.The ellipsoidal height was determined by GPS observations
 HV9027.and is referenced to NAD 83.
 HV9027
 HV9027.The geoid height was determined by GEOID03.
 HV9027
 HV9027;                    North         East     Units Scale Factor Converg.
 HV9027;SPC VA N     - 2,135,150.829 3,575,151.527   MT  0.99995894   +0 32 26.1
 HV9027;SPC VA N     - 7,005,074.01 11,729,476.30   sFT  0.99995894   +0 32 26.1
 HV9027;UTM  18      - 4,306,874.061   271,530.494   MT  1.00024281   -1 39 14.4
 HV9027
 HV9027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9027!SPC VA N     -   0.99998702  x   0.99995894  =   0.99994596
 HV9027!UTM  18      -   0.99998702  x   1.00024281  =   1.00022983
 HV9027
 HV9027                          SUPERSEDED SURVEY CONTROL
 HV9027
 HV9027  ELLIP H (11/14/94)   82.64   (m)                       GP(       ) 4 2
 HV9027  NAD 83(1993)-  38 52 51.77227(N)    077 38 01.92065(W) AD(       ) 2
 HV9027  ELLIP H (01/27/92)   82.08   (m)                       GP(       ) 4 1
 HV9027  NAD 83(1986)-  38 52 51.77265(N)    077 38 01.92070(W) AD(       ) 2
 HV9027  NGVD 29 (01/20/89)  114.98   (m)          377.2    (f) LEVELING    3  
 HV9027
 HV9027.Superseded values are not recommended for survey control.
 HV9027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9027.See file dsdata.txt to determine how the superseded data were derived.
 HV9027
 HV9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7153006874(NAD 83)
 HV9027_MARKER: A = ALUMINUM MARKER
 HV9027_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9027_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9027_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9027+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HV9027
 HV9027  HISTORY     - Date     Condition        Report By
 HV9027  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9027  HISTORY     - 1989     GOOD             HOBBS
 HV9027
 HV9027                          STATION DESCRIPTION
 HV9027
 HV9027'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9027'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9027'NEAR THE EVERGREEN VOLUNTEER FIRE STATION.
 HV9027'
 HV9027'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 15 AND STATE
 HV9027'ROUTE 234 IN PRINCE WILLIAM COUNTY, PROCEED NORTH ON US ROUTE 15 FOR
 HV9027'0.7 MILE TO THE STATION ON THE LEFT, NEAR A PARKING LOT AT EVERGREEN
 HV9027'FIRE STATION.
 HV9027'
 HV9027'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9027'AND IS STAMPED---4 EVERGREEN 1986---. THE STATION IS 63.78 FEET WEST
 HV9027'OF THE CENTER OF US ROUTE 15, 97.55 FEET EAST OF THE NORTHEAST CORNER
 HV9027'OF THE FIRE STATION 51.57 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 HV9027'THE PARKING LOT, AND 31.16 FEET SOUTHWEST OF POWER POLE 18-19-21.
 HV9027'
 HV9027'THE AZIMUTH MARK IS THE TOPMOST OF THREE LIGHTS ATOP THE SOUTHEAST
 HV9027'LEG OF A MICROWAVE TOWER LOCATED NEAR NGS STATION JACKSON. THE ANTENNA
 HV9027'GROUP IS THE NORTHERLY OF TWO GROUPS ON THE RIDGE. THE MICROWAVE TOWER
 HV9027'IS THE ONLY ANTENNA IN THE GROUP WHICH HAS A BEACON.
 HV9027
 HV9027                          STATION RECOVERY (1989)
 HV9027
 HV9027'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1989 (JFS)
 HV9027'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 HV9027'
 HV9027'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM
 HV9027'COUNTY, VIRGINIA NEAR THE EVERGREEN VOLUNTEER FIRE STATION.
 HV9027'
 HV9027'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 15
 HV9027'AND STATE ROUTE 234 IN PRINCE WILLIAM COUNTY, PROCEED NORTH
 HV9027'ON US ROUTE 15 FOR 1.12 KM (0.7 MI) TO THE STATION ON THE
 HV9027'LEFT, NEAR A PARKING LOT AT THE EVERGREEN FIRE STATION.
 HV9027'
 HV9027'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH
 HV9027'WITH GROUND AND STAMPED---WEST HAYMARKET AZ 1989
 HV9027'STATION IS 19.44 M (63.78 FT) WEST OF THE CENTER OF US ROUTE 15,
 HV9027'29.73 M (97.55 FT) EAST OF THE NORTHEAST CORNER OF THE FIRE STATION,
 HV9027'15.72 M (51.57 FT) SOUTHEAST OF THE NORTHEAST CORNER
 HV9027'OF THE PARKING LOT,
 HV9027'9.50 M (31.16 FT) SOUTHWEST OF POWER POLE 18-19-21.
 HV9027'
 HV9027'DESCRIBED BY J F STAMEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5629 ***********************************************************************
 HV5629  DESIGNATION -  EVERGREEN ERDL
 HV5629  PID         -  HV5629
 HV5629  STATE/COUNTY-  VA/FAUQUIER
 HV5629  USGS QUAD   -  ORLEAN (1983)
 HV5629
 HV5629                         *CURRENT SURVEY CONTROL
 HV5629  ___________________________________________________________________
 HV5629* NAD 83(1993)-  38 47 24.93553(N)    077 59 18.43025(W)     ADJUSTED  
 HV5629* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 HV5629  ___________________________________________________________________
 HV5629  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 HV5629  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HV5629
 HV5629  HORZ ORDER  -  SECOND
 HV5629
 HV5629.The horizontal coordinates were established by classical geodetic methods
 HV5629.and adjusted by the National Geodetic Survey in November 1994..
 HV5629
 HV5629.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5629
 HV5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5629
 HV5629.The geoid height was determined by GEOID03.
 HV5629
 HV5629;                    North         East     Units Scale Factor Converg.
 HV5629;SPC VA N     - 2,124,841.979 3,544,441.697   MT  0.99995292   +0 19 09.4
 HV5629;SPC VA N     - 6,971,252.39 11,628,722.47   sFT  0.99995292   +0 19 09.4
 HV5629;UTM  18      - 4,297,744.767   240,436.818   MT  1.00042972   -1 52 23.6
 HV5629;UTM  17      - 4,297,810.637   761,569.446   MT  1.00044260   +1 53 15.8
 HV5629
 HV5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5629!SPC VA N     -   0.99997395  x   0.99995292  =   0.99992687
 HV5629!UTM  18      -   0.99997395  x   1.00042972  =   1.00040366
 HV5629!UTM  17      -   0.99997395  x   1.00044260  =   1.00041654
 HV5629
 HV5629|---------------------------------------------------------------------|
 HV5629| PID    Reference Object                     Distance      Geod. Az  |
 HV5629|                                                           dddmmss.s |
 HV5629| DC6250 EVERGREEN ERDL RM 1                  67.327 METERS 14455     |
 HV5629| DC6251 EVERGREEN ERDL RM 2                  53.450 METERS 21004     |
 HV5629| HV5630 HUME                                APPROX. 0.5 KM 2134914.3 |
 HV5629|---------------------------------------------------------------------|
 HV5629
 HV5629                          SUPERSEDED SURVEY CONTROL
 HV5629
 HV5629  NAD 83(1986)-  38 47 24.93734(N)    077 59 18.43964(W) AD(       ) 2
 HV5629  NAD 27      -  38 47 24.52330(N)    077 59 19.45450(W) AD(       ) 2
 HV5629  NGVD 29 (07/19/86)  199.0    (m)          653.     (f) VERT ANG       
 HV5629
 HV5629.Superseded values are not recommended for survey control.
 HV5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5629.See file dsdata.txt to determine how the superseded data were derived.
 HV5629
 HV5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH4043797745(NAD 83)
 HV5629_MARKER: DS = TRIANGULATION STATION DISK
 HV5629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5629
 HV5629  HISTORY     - Date     Condition        Report By
 HV5629  HISTORY     - 1959     MONUMENTED       CGS
 HV5629
 HV5629                          STATION DESCRIPTION
 HV5629
 HV5629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HV5629'STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF HUME AND ABOUT
 HV5629'3.0 MILES NORTHWEST OF ORLEAN, ON TOP OF A SMALL HILL.  IT
 HV5629'IS 141 FEET NORTH OF FENCELINE AND 260 FEET SOUTHWEST OF
 HV5629'AN 18 INCH RED OAK TREE.  THE STATION IS MARKED WITH A STANDARD
 HV5629'TRIANGULATION STATION DISK, SET IN A 12X12 INCH CONCRETE
 HV5629'MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE GROUND,
 HV5629'AND THE DISK IS STAMPED EVERGREEN ERDL 1959.
 HV5629'
 HV5629'TO REACH FROM THE POST OFFICE IN CULPEPER, GO NORTHWEST ON
 HV5629'STATE HIGHWAY NO. 229 13.9 MILES TO THE JUNCTION OF STATE
 HV5629'HIGHWAY NO. 229 AND U.S. HIGHWAY NO. 211, TURN RIGHT ON
 HV5629'U.S. HIGHWAY NO 211 AND GO NORTHEASTERLY FOR 1.7 MILE TO
 HV5629'COUNTY ROAD NO. 688 ON THE LEFT, TURN LEFT ON COUNTY ROAD
 HV5629'NO. 688 AND GO NORTH FOR 6.2 MILES TO THE VILLAGE OF ORLEANS.
 HV5629'CONTINUE NORTH FOR 3.25 MILE TO TRIANGULATION STATION HUME
 HV5629'(AZIMUTH MARK) ON THE LEFT, CONTINUE NORTHERLY FOR 0.25
 HV5629'MILE TO A WOODEN GATE ON THE RIGHT, TURN RIGHT THROUGH GATE
 HV5629'AND GO EASTERLY FOR 0.15 MILE AND STATION ON THE HIGHEST
 HV5629'PART OF HILL.
 HV5629'
 HV5629'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF FENCELINE AND 81
 HV5629'FEET EAST OF A WIRE GATE.  IT IS MARKED BY A STANDARD REFERENCE
 HV5629'MARK DISK THAT IS SET IN A 12X12 INCH CONCRETE MONUMENT
 HV5629'THAT PROJECTS 4 INCHES ABOVE THE GROUND AND THE DISK IS
 HV5629'STAMPED EVERGREEN ERDL NO 2 1959.
 HV5629'
 HV5629'A DISTANCE MEASURMENT WAS MADE FROM THIS STATION TO TRIANGULATION
 HV5629'STATION HUME 1942 BY THE GEODIMETER NO. 4 AND THE DISTANCE
 HV5629'IS 1695.49 FEET OR 516.792 METERS.
 HV5629'
 HV5629'HEIGHT OF LIGHT ABOVE STATION MARK 30.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2183 ***********************************************************************
 GW2183  DESIGNATION -  EVERS
 GW2183  PID         -  GW2183
 GW2183  STATE/COUNTY-  VA/CAMPBELL
 GW2183  USGS QUAD   -  CITY FARM (1985)
 GW2183
 GW2183                         *CURRENT SURVEY CONTROL
 GW2183  ___________________________________________________________________
 GW2183* NAD 83(1993)-  37 18 01.42118(N)    079 09 42.25156(W)     ADJUSTED  
 GW2183* NAVD 88     -       308.0    (meters)    1010.     (feet)  VERTCON   
 GW2183  ___________________________________________________________________
 GW2183  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 GW2183  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW2183
 GW2183  HORZ ORDER  -  SECOND
 GW2183
 GW2183.The horizontal coordinates were established by classical geodetic methods
 GW2183.and adjusted by the National Geodetic Survey in September 1995..
 GW2183
 GW2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2183
 GW2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2183
 GW2183.The geoid height was determined by GEOID03.
 GW2183
 GW2183;                    North         East     Units Scale Factor Converg.
 GW2183;SPC VA S     - 1,107,524.828 3,441,333.893   MT  0.99994608   -0 24 05.8
 GW2183;SPC VA S     - 3,633,604.37 11,290,442.95   sFT  0.99994608   -0 24 05.8
 GW2183;UTM  17      - 4,129,781.118   662,923.264   MT  0.99992698   +1 06 51.2
 GW2183
 GW2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2183!SPC VA S     -   0.99995664  x   0.99994608  =   0.99990273
 GW2183!UTM  17      -   0.99995664  x   0.99992698  =   0.99988363
 GW2183
 GW2183|---------------------------------------------------------------------|
 GW2183| PID    Reference Object                     Distance      Geod. Az  |
 GW2183|                                                           dddmmss.s |
 GW2183| GW2181 BM NR EVERS                          42.861 METERS 01613     |
 GW2183| GW1264 GRIFFIN                             APPROX. 2.5 KM 1960856.5 |
 GW2183| GW2180 AIRPORT BCN PRESTON GLENN APT       APPROX. 4.8 KM 3114213.8 |
 GW2183| DC3355 EVERS RM 1                           35.596 METERS 34234     |
 GW2183|---------------------------------------------------------------------|
 GW2183
 GW2183                          SUPERSEDED SURVEY CONTROL
 GW2183
 GW2183  NAD 83(1993)-  37 18 01.42247(N)    079 09 42.24940(W) AD(       ) 2
 GW2183  NAD 83(1986)-  37 18 01.42809(N)    079 09 42.26298(W) AD(       ) 2
 GW2183  NAD 27      -  37 18 00.90775(N)    079 09 43.17939(W) AD(       ) 2
 GW2183  NGVD 29 (07/19/86)  308.2    (m)         1011.     (f) VERT ANG       
 GW2183
 GW2183.Superseded values are not recommended for survey control.
 GW2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2183.See file dsdata.txt to determine how the superseded data were derived.
 GW2183
 GW2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6292329781(NAD 83)
 GW2183_MARKER: DE = TRAVERSE STATION DISK
 GW2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2183
 GW2183  HISTORY     - Date     Condition        Report By
 GW2183  HISTORY     - 1964     MONUMENTED       CGS
 GW2183  HISTORY     - 1972     GOOD             NGS
 GW2183
 GW2183                          STATION DESCRIPTION
 GW2183
 GW2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2183'THE STATION IS LOCATED 7 MILES SOUTH OF LYNCHBURG, 1/4 MILE
 GW2183'EAST OF U.S. HIGHWAY 29 AND ON THE WEST SIDE OF COUNTY ROAD
 GW2183'738.  THE PROPERTY IS OWNED BY MR. ARTHUR D. EVERS.
 GW2183'
 GW2183'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 GW2183'HIGHWAY 24 EAST, GO NORTH ON U.S. HIGHWAY 29 FOR 2.2 MILES
 GW2183'TO A T-ROAD RIGHT, COUNTY ROAD 783.  TURN RIGHT AND GO 1.25
 GW2183'MILES TO A SIDE ROAD RIGHT, COUNTY ROAD 680.  TURN SHARP
 GW2183'LEFT ON A FARM ROAD AND GO ABOUT 200 FEET TO A POWER POLE AND
 GW2183'THE STATION.
 GW2183'
 GW2183'THE STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED EVERS
 GW2183'1964, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 GW2183'THE GROUND.  IT IS 116 FEET SOUTH OF A TELEPHONE LINE POLE
 GW2183'NUMBER 32, 32 FEET WEST OF COUNTY ROAD 738 AND 4 FEET NORTH
 GW2183'OF A WITNESS POST.
 GW2183'
 GW2183'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVERS NO 1 1964,
 GW2183'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GW2183'IT IS 46 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD
 GW2183'738, 10 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT
 GW2183'ROAD AND 3 FEET EAST OF TELEPHONE POLE NUMBER 32.
 GW2183'
 GW2183'B.M. (VA. GEOD. S.) IS A U.S. COAST AND GEODETIC SURVEY AND
 GW2183'STATE SURVEY DISK, NOT STAMPED, SET IN THE TOP OF A 6 INCH
 GW2183'SQUARE CONCRETE POST PROJECTING 18 INCHES.  IT IS 32 FEET
 GW2183'EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 738 AND 28 FEET
 GW2183'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE WAY.
 GW2183
 GW2183                          STATION RECOVERY (1972)
 GW2183
 GW2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 GW2183'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION
 GW2183'SHOULD BE CORRECTED SO THAT COUNTY ROAD 783 READS COUNTY ROAD 738.
 GW2183'
 GW2183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3487 ***********************************************************************
 GA3487  DESIGNATION -  EWING
 GA3487  PID         -  GA3487
 GA3487  STATE/COUNTY-  VA/LEE
 GA3487  USGS QUAD   -  EWING (1978)
 GA3487
 GA3487                         *CURRENT SURVEY CONTROL
 GA3487  ___________________________________________________________________
 GA3487* NAD 83(1993)-  36 37 54.09219(N)    083 26 59.36234(W)     ADJUSTED  
 GA3487* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 GA3487  ___________________________________________________________________
 GA3487  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GA3487  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA3487
 GA3487  HORZ ORDER  -  THIRD
 GA3487
 GA3487.The horizontal coordinates were established by classical geodetic methods
 GA3487.and adjusted by the National Geodetic Survey in December 1995..
 GA3487
 GA3487.The orthometric height was scaled from a topographic map.
 GA3487
 GA3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3487
 GA3487.The geoid height was determined by GEOID03.
 GA3487
 GA3487;                    North         East     Units Scale Factor Converg.
 GA3487;SPC VA S     - 1,044,714.269 3,057,482.816   MT  1.00002724   -3 00 15.0
 GA3487;SPC VA S     - 3,427,533.40 10,031,091.54   sFT  1.00002724   -3 00 15.0
 GA3487;SPC TN       -   257,981.924   828,070.175   MT  1.00004521   +1 29 34.7
 GA3487;SPC TN       -   846,395.70  2,716,760.23   sFT  1.00004521   +1 29 34.7
 GA3487;SPC KY1Z     - 1,035,650.447 1,705,733.575   MT  1.00013864   +1 24 44.0
 GA3487;SPC KY1Z     - 3,397,796.51  5,596,227.57   sFT  1.00013864   +1 24 44.0
 GA3487;SPC KY S     -   535,614.457   705,709.678   MT  1.00002000   +1 23 41.9
 GA3487;SPC KY S     - 1,757,261.76  2,315,315.84   sFT  1.00002000   +1 23 41.9
 GA3487;UTM  17      - 4,056,811.152   280,958.176   MT  1.00019115   -1 27 44.3
 GA3487
 GA3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3487!SPC VA S     -   0.99993642  x   1.00002724  =   0.99996365
 GA3487!SPC TN       -   0.99993642  x   1.00004521  =   0.99998162
 GA3487!SPC KY1Z     -   0.99993642  x   1.00013864  =   1.00007505
 GA3487!SPC KY S     -   0.99993642  x   1.00002000  =   0.99995641
 GA3487!UTM  17      -   0.99993642  x   1.00019115  =   1.00012755
 GA3487
 GA3487:                Primary Azimuth Mark                     Grid Az
 GA3487:SPC VA S     -  EWING AZ MK                              015 41 41.8
 GA3487:SPC TN       -  EWING AZ MK                              011 11 52.1
 GA3487:SPC KY1Z     -  EWING AZ MK                              011 16 42.8
 GA3487:SPC KY S     -  EWING AZ MK                              011 17 44.9
 GA3487:UTM  17      -  EWING AZ MK                              014 09 11.1
 GA3487
 GA3487|---------------------------------------------------------------------|
 GA3487| PID    Reference Object                     Distance      Geod. Az  |
 GA3487|                                                           dddmmss.s |
 GA3487| DB9299 EWING AZ MK                                        0124126.8 |
 GA3487| DB9300 EWING RM 1                           10.455 METERS 08137     |
 GA3487| DB9302 EWING RM 3                            5.762 METERS 23923     |
 GA3487| DB9301 EWING RM 2                           24.012 METERS 34245     |
 GA3487| GA3698 WHITE ROCK RESET                    APPROX. 3.7 KM 3574546.4 |
 GA3487|---------------------------------------------------------------------|
 GA3487
 GA3487                          SUPERSEDED SURVEY CONTROL
 GA3487
 GA3487  NAD 83(1993)-  36 37 54.09415(N)    083 26 59.36238(W) AD(       ) 3
 GA3487  NAD 83(1986)-  36 37 54.10188(N)    083 26 59.36687(W) AD(       ) 3
 GA3487  NAD 27      -  36 37 53.79780(N)    083 26 59.70040(W) AD(       ) 3
 GA3487
 GA3487.Superseded values are not recommended for survey control.
 GA3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3487.See file dsdata.txt to determine how the superseded data were derived.
 GA3487
 GA3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA8095856811(NAD 83)
 GA3487_MARKER: DS = TRIANGULATION STATION DISK
 GA3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3487
 GA3487  HISTORY     - Date     Condition        Report By
 GA3487  HISTORY     - 1950     MONUMENTED       CGS
 GA3487  HISTORY     - 1976     GOOD             NGS
 GA3487  HISTORY     - 1979     GOOD             NGS
 GA3487  HISTORY     - 1989     GOOD             VADHT
 GA3487
 GA3487                          STATION DESCRIPTION
 GA3487
 GA3487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (LWS)
 GA3487'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 58
 GA3487'ABOUT 1 MILE WEST OF EWING.  IT IS 33 FEET SOUTH OF CENTER
 GA3487'OF HIGHWAY 58, 7 FEET NORTH OF A POWER POLE AND 6 FEET NORTHWEST
 GA3487'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 GA3487'AND THE DISK IS STAMPED EWING 1950.
 GA3487'
 GA3487'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF CENTER OF HIGHWAY
 GA3487'58 AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 GA3487'INCHES AND THE DISK IS STAMPED EWING NO 1 1950.
 GA3487'
 GA3487'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF CENTER OF HIGHWAY
 GA3487'58 AND 4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A STORE
 GA3487'BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 GA3487'IS STAMPED EWING NO 2 1950.
 GA3487'
 GA3487'AZIMUTH MARK IS 22 FEET EAST OF CENTER OF A FARM LANE, 21 FEET
 GA3487'NORTH OF CENTER OF A PAVED ROAD AND 2 FEET SOUTHEAST OF
 GA3487'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 GA3487'THE DISK IS STAMPED EWING 1950.
 GA3487'
 GA3487'TO REACH THE STATION FROM THE PEOPLES BANK BUILDING AT THE
 GA3487'MAIN INTERSECTION IN EWING, GO WEST ON U.S. HIGHWAY 58 FOR
 GA3487'1.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GA3487'
 GA3487'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 GA3487'58 FOR 0.3 MILE TO A PAVED ROAD LEFT.  TURN LEFT ON PAVED
 GA3487'ROAD AND GO 0.3 MILE TO A FARM LANE RIGHT AND AZIMUTH MARK
 GA3487'AS DESCRIBED.
 GA3487'
 GA3487'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GA3487
 GA3487                          STATION RECOVERY (1976)
 GA3487
 GA3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GA3487'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 GA3487'REFERENCE MARK 2 WAS FOUND IN A DRIVEWAY AND THE DISK GONE.
 GA3487'REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 GA3487'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED BY
 GA3487'TREES AND A HOUSE.  THE WHITE ROCK LOOKOUT TOWER HAS BEEN TORN DOWN
 GA3487'AND A NEW AZIMUTH MARK COULD NOT BE SET.  A NEW DESCRIPTION
 GA3487'FOLLOWS--
 GA3487'
 GA3487'THE STATION IS 71 FEET WEST OF A 10 INCH MAPLE TREE, 17 FEET
 GA3487'NORTHEAST OF A POWER POLE, 7 FEET NORTH OF A FENCE, 1 FOOT EAST OF A
 GA3487'METAL WITNESS POST, 33 FEET SOUTH OF THE CENTERLINE OF U. S.
 GA3487'HIGHWAY 58.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EWING
 GA3487'1950.
 GA3487'
 GA3487'TO REACH THE STATION FROM THE PEOPLES BANK BUILDING AT THE MAIN
 GA3487'INTERSECTION AT EWING, GO WEST ON U. S. HIGHWAY 58 FOR 1.15 MILES TO
 GA3487'THE STATION ON THE LEFT.
 GA3487'
 GA3487'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE FENCE, 38 FEET SOUTH OF THE
 GA3487'CENTERLINE OF THE HIGHWAY AND 37 FEET WEST OF A 10 INCH MAPLE TREE.
 GA3487'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED EWING NO 1
 GA3487'1950.
 GA3487'
 GA3487'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 GA3487'MAGNETS, STAMPED EWING 1950 NO 3 1976, PROJECTING 3 INCHES, 1 FOOT
 GA3487'NORTH OF THE FENCE, 4 FEET WEST OF THE POWER POLE AND 38 FEET SOUTH
 GA3487'OF THE CENTERLINE OF THE HIGHWAY.
 GA3487'
 GA3487'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GA3487'
 GA3487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 GA3487'OF EWING.
 GA3487
 GA3487                          STATION RECOVERY (1979)
 GA3487
 GA3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MKF)
 GA3487'EWING 1950 RECOVERED IN GOOD CONDITION.
 GA3487'
 GA3487'(A21) EWING 1950 RECOVERED IN GOOD CONDITION.
 GA3487'
 GA3487'EWING RM 1 1950 RECOVERED IN GOOD CONDITION.
 GA3487'
 GA3487'EWING RM 2 SEARCHED FOR, NOT FOUND.  LADY ACROSS RD. HAD DISK,
 GA3487'
 GA3487'TURNED IT OVER TO ANOTHER PARTY.
 GA3487'
 GA3487'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE W OF EWING.
 GA3487
 GA3487                          STATION RECOVERY (1989)
 GA3487
 GA3487'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 GA3487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1269 ***********************************************************************
 FW1269  DESIGNATION -  EXMORE
 FW1269  PID         -  FW1269
 FW1269  STATE/COUNTY-  VA/NORTHAMPTON
 FW1269  USGS QUAD   -  EXMORE (1992)
 FW1269
 FW1269                         *CURRENT SURVEY CONTROL
 FW1269  ___________________________________________________________________
 FW1269* NAD 83(1993)-  37 32 22.46912(N)    075 49 22.37781(W)     ADJUSTED  
 FW1269* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 FW1269  ___________________________________________________________________
 FW1269  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FW1269  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW1269
 FW1269  HORZ ORDER  -  FIRST
 FW1269
 FW1269.The horizontal coordinates were established by classical geodetic methods
 FW1269.and adjusted by the National Geodetic Survey in November 1994..
 FW1269
 FW1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1269
 FW1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1269
 FW1269.The geoid height was determined by GEOID03.
 FW1269
 FW1269;                    North         East     Units Scale Factor Converg.
 FW1269;SPC VA S     - 1,137,217.704 3,736,556.729   MT  0.99994990   +1 37 29.3
 FW1269;SPC VA S     - 3,731,021.75 12,259,019.87   sFT  0.99994990   +1 37 29.3
 FW1269;UTM  18      - 4,155,049.979   427,303.089   MT  0.99966510   -0 30 05.1
 FW1269
 FW1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1269!SPC VA S     -   1.00000407  x   0.99994990  =   0.99995397
 FW1269!UTM  18      -   1.00000407  x   0.99966510  =   0.99966917
 FW1269
 FW1269|---------------------------------------------------------------------|
 FW1269| PID    Reference Object                     Distance      Geod. Az  |
 FW1269|                                                           dddmmss.s |
 FW1269| FW1268 EXMORE WATER TANK                   333.145 METERS 03637     |
 FW1269| FW0383 EXMORE AZ MK RESET                                 1364436.4 |
 FW1269| DC7269 EXMORE AZ MK                                       1384935.3 |
 FW1269| FW0208 NASSAWADOX                          APPROX. 7.2 KM 2034845.0 |
 FW1269| FW0384 EXMORE RM 1                          68.142 METERS 20937     |
 FW1269| FW0385 EXMORE RM 2                          43.616 METERS 33621     |
 FW1269|---------------------------------------------------------------------|
 FW1269
 FW1269                          SUPERSEDED SURVEY CONTROL
 FW1269
 FW1269  NAD 83(1993)-  37 32 22.47095(N)    075 49 22.41013(W) AD(       ) 1
 FW1269  NAD 83(1986)-  37 32 22.47058(N)    075 49 22.41364(W) AD(       ) 1
 FW1269  NAD 27      -  37 32 21.99008(N)    075 49 23.66029(W) AD(       ) 1
 FW1269  NGVD 29 (07/19/86)   10.9    (m)           36.     (f) VERT ANG       
 FW1269
 FW1269.Superseded values are not recommended for survey control.
 FW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1269.See file dsdata.txt to determine how the superseded data were derived.
 FW1269
 FW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2730355050(NAD 83)
 FW1269_MARKER: DS = TRIANGULATION STATION DISK
 FW1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1269
 FW1269  HISTORY     - Date     Condition        Report By
 FW1269  HISTORY     - 1942     MONUMENTED       CGS
 FW1269  HISTORY     - 1953     GOOD             CGS
 FW1269  HISTORY     - 1958     MARK NOT FOUND   CGS
 FW1269  HISTORY     - 1961     GOOD             CGS
 FW1269  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW1269
 FW1269                          STATION DESCRIPTION
 FW1269
 FW1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 FW1269'THE STATION IS LOCATED ABOUT 0.3 MILE N OF THE TOWN OF EXMORE
 FW1269'AND ON LAND OWNED BY HARRY R. KELLAN.  IT IS IN A TRIANGULAR
 FW1269'PLOT OF GROUND, 71 FEET E OF THE CENTER OF STATE HIGHWAY
 FW1269'178, 83 FEET NE OF POWERLINE POLE NO. 19/25, 95 FEET SW OF
 FW1269'THE SW SIDE OF A 2-STORY FRAME HOUSE, AND 23 FEET SE OF A
 FW1269'10-INCH APPLE TREE.  MARK IS STAMPED EXMORE 1942 AND IS 12
 FW1269'INCHES BELOW THE SURFACE OF THE GROUND.
 FW1269'
 FW1269'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 FW1269'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 FW1269'AND 11A.
 FW1269'
 FW1269'REFERENCE MARK NO. 1 IS SW OF THE STATION, 26 FEET E OF THE
 FW1269'CENTER OF HIGHWAY 178, AND 4 FEET N OF POWER LINE POLE NO. 24.
 FW1269'IT IS STAMPED EXMORE NO. 1 1942 AND PROJECTS 6 INCHES.
 FW1269'
 FW1269'REFERENCE MARK NO. 2 IS NW OF THE STATION, 23 FEET W OF THE
 FW1269'CENTER OF HIGHWAY 178, AND 3 FEET S OF POWER LINE POLE NO. 2320.
 FW1269'IT IS STAMPED EXMORE NO. 2 1942, PROJECTS 8 INCHES, AND IS
 FW1269'WITNESSED BY A 4-INCH SQUARE WHITE WOODEN POST PROJECTING
 FW1269'2-1/2 FEET.
 FW1269'
 FW1269'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 29 FEET
 FW1269'NW OF THE CENTER OF U.S. HIGHWAY 13, AND 45 FEET SW OF A
 FW1269'POWER LINE POLE NO. 12H.  IT IS STAMPED EXMORE 1942 AND
 FW1269'PROJECTS 8 INCHES.  TO REACH FROM THE STATION GO S ON STATE
 FW1269'HIGHWAY 178 FOR 0.3 MILE, TURN LEFT ON U.S. HIGHWAY 13 AND
 FW1269'GO NE FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FW1269'
 FW1269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 FW1269'AND STATE HIGHWAY 178 IN EXMORE GO N ON HIGHWAY 178 FOR 0.3
 FW1269'MILE TO THE STATION ON THE RIGHT.
 FW1269'
 FW1269'A 77-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION PAINTER.
 FW1269'
 FW1269'A 90-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION WEST.
 FW1269'
 FW1269'A 90-FOOT TOWER WILL SEE A 113-FOOT TOWER AT STATION MASON.
 FW1269'
 FW1269'A 103-FOOT TOWER WILL SEE A 126-FOOT LIGHT AT STATION NASSAWADOX.
 FW1269'
 FW1269'A 116-FOOT TOWER WILL SEE A 136-FOOT LIGHT AT STATION HARBORTON.
 FW1269
 FW1269                          STATION RECOVERY (1953)
 FW1269
 FW1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1269'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FW1269'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 FW1269'
 FW1269'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE LOT WHERE THIS MARK
 FW1269'WAS LOCATED HAS BEEN LEVELED BY A BULLDOZER, AND THREE TO FOUR
 FW1269'FT. OF DIRT HAS BEEN TAKEN OFF.  THE CONTRACTOR WAS LOCATED,
 FW1269'AND HE DISTINCTLY RECALLS PUSHING THIS MONUMENT OUT AND INTO
 FW1269'A LARGE HOLE FOR FILL.  NO EVIDENCE OF THE MARK COULD BE
 FW1269'FOUND AFTER AN EXHAUSTIVE SEARCH.
 FW1269
 FW1269                          STATION RECOVERY (1958)
 FW1269
 FW1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW1269'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--REFERENCE
 FW1269'MARKS NOS. 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION.  R.M.
 FW1269'NO 1 IS NOW 2 FT. NE OF POWER POLE 24.  THE AZIMUTH MARK
 FW1269'WAS NOT RECOVERED AND IT IS BELIEVED IT WAS LOST WHEN THE
 FW1269'HIGHWAY WAS WIDENED.  THE 1942 DESCRIPTION IS ADEQUATE.
 FW1269'
 FW1269'THE STATION MARK IS DESCRIBED AS 12 INCHES BELOW THE SURFACE
 FW1269'AND WHILE WE WERE MEASURING TO FIND IT THE LADY OF THE HOUSE
 FW1269'REQUESTED RATHER STRONGLY THAT WE NOT DIG IT UP IF IT WAS
 FW1269'ONLY TO BE SURE IT WAS THERE.  SHE ASSURED US IT WAS THERE.
 FW1269
 FW1269                          STATION RECOVERY (1961)
 FW1269
 FW1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FW1269'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 FW1269'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 FW1269'WAS DESTROYED AS DESCRIBED IN 1953.
 FW1269
 FW1269                          STATION RECOVERY (2001)
 FW1269
 FW1269'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW1269'STATION WAS NOT FOUND.
 FW1269'REFERENCE MARK NO. 1 WAS NOT FOUND.
 FW1269'REFERENCE MARK NO. 2 WAS NOT FOUND.
 FW1269'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0383 ***********************************************************************
 FW0383  DESIGNATION -  EXMORE AZ MK RESET
 FW0383  PID         -  FW0383
 FW0383  STATE/COUNTY-  VA/NORTHAMPTON
 FW0383  USGS QUAD   -  EXMORE (1992)
 FW0383
 FW0383                         *CURRENT SURVEY CONTROL
 FW0383  ___________________________________________________________________
 FW0383* NAD 83(1986)-  37 32 15.     (N)    075 49 13.     (W)     SCALED    
 FW0383* NAVD 88     -        10.661  (meters)      34.98   (feet)  ADJUSTED  
 FW0383  ___________________________________________________________________
 FW0383  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 FW0383  DYNAMIC HT  -          10.654 (meters)      34.95  (feet)  COMP
 FW0383  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 FW0383
 FW0383  VERT ORDER  -  FIRST     CLASS I
 FW0383
 FW0383.The horizontal coordinates were scaled from a topographic map and have
 FW0383.an estimated accuracy of +/- 6 seconds.
 FW0383
 FW0383.The orthometric height was determined by differential leveling
 FW0383.and adjusted by the National Geodetic Survey in June 1991..
 FW0383
 FW0383.The geoid height was determined by GEOID03.
 FW0383
 FW0383.The dynamic height is computed by dividing the NAVD 88
 FW0383.geopotential number by the normal gravity value computed on the
 FW0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0383.degrees latitude (g = 980.6199 gals.).
 FW0383
 FW0383.The modeled gravity was interpolated from observed gravity values.
 FW0383
 FW0383;                    North         East    Units  Estimated Accuracy
 FW0383;SPC VA S     - 1,136,990.    3,736,790.      MT  (+/- 180 meters Scaled)
 FW0383
 FW0383                          SUPERSEDED SURVEY CONTROL
 FW0383
 FW0383  NGVD 29 (??/??/??)   10.897  (m)           35.75   (f) ADJUSTED    1 1
 FW0383
 FW0383.Superseded values are not recommended for survey control.
 FW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0383.See file dsdata.txt to determine how the superseded data were derived.
 FW0383
 FW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG275548(NAD 83)
 FW0383_MARKER: DZ = AZIMUTH MARK DISK
 FW0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0383_STAMPING: EXMORE 1942 RESET 1962
 FW0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0383+STABILITY: SURFACE MOTION
 FW0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0383+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 FW0383
 FW0383  HISTORY     - Date     Condition        Report By
 FW0383  HISTORY     - 1962     MONUMENTED       CGS
 FW0383  HISTORY     - 1972     GOOD             NGS
 FW0383  HISTORY     - 20010505 GOOD             USPSQD
 FW0383
 FW0383                          STATION DESCRIPTION
 FW0383
 FW0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0383'0.6 MI NE FROM EXMORE.
 FW0383'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 178 AND BUSINESS ROUTE
 FW0383'OF U.S. HIGHWAY 13 FROM THE JUNCTION WITH STATE HIGHWAY 683 AT
 FW0383'EXMORE, THENCE 0.25 MILE NORTHEAST ALONG BUSINESS ROUTE OF US
 FW0383'HIGHWAY 13 (LINCOLN AVENUE), 30 FEET WEST OF THE CENTER OF THE
 FW0383'JUNCTION OF ATLANTIC AVENUE AND THE HIGHWAY, 27 FEET NORTHWEST OF
 FW0383'THE CENTER LINE OF THE US HIGHWAY (BUSINESS ROUTE), 12 1/2 FEET
 FW0383'SOUTHWEST OF THE CENTER LINE OF ATLANTIC AVENUE, 88 FEET SOUTHEAST
 FW0383'OF THE EAST CORNER OF BRICK PORCH OF A BRICK HOUSE, 5 1/2 FEET
 FW0383'NORTHEAST OF POWER LINE POLE 12 H 8, 1.5 FEET NORTHEAST OF A
 FW0383'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE AVENUE AND SET
 FW0383'IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES ABOVE THE LEVEL
 FW0383'OF THE GROUND.
 FW0383
 FW0383                          STATION RECOVERY (2001)
 FW0383
 FW0383'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0384 ***********************************************************************
 FW0384  DESIGNATION -  EXMORE RM 1
 FW0384  PID         -  FW0384
 FW0384  STATE/COUNTY-  VA/NORTHAMPTON
 FW0384  USGS QUAD   -  EXMORE (1992)
 FW0384
 FW0384                         *CURRENT SURVEY CONTROL
 FW0384  ___________________________________________________________________
 FW0384* NAD 83(1993)-  37 32 20.54761(N)    075 49 23.74950(W)     ADJUSTED  
 FW0384* NAVD 88     -        10.754  (meters)      35.28   (feet)  ADJUSTED  
 FW0384  ___________________________________________________________________
 FW0384  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FW0384  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW0384  DYNAMIC HT  -          10.746 (meters)      35.26  (feet)  COMP
 FW0384  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 FW0384
 FW0384  HORZ ORDER  -  SECOND
 FW0384  VERT ORDER  -  FIRST     CLASS I
 FW0384
 FW0384.The horizontal coordinates were established by classical geodetic methods
 FW0384.and adjusted by the National Geodetic Survey in November 1994..
 FW0384
 FW0384.The orthometric height was determined by differential leveling
 FW0384.and adjusted by the National Geodetic Survey in June 1991..
 FW0384
 FW0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0384
 FW0384.The geoid height was determined by GEOID03.
 FW0384
 FW0384.The dynamic height is computed by dividing the NAVD 88
 FW0384.geopotential number by the normal gravity value computed on the
 FW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0384.degrees latitude (g = 980.6199 gals.).
 FW0384
 FW0384.The modeled gravity was interpolated from observed gravity values.
 FW0384
 FW0384;                    North         East     Units Scale Factor Converg.
 FW0384;SPC VA S     - 1,137,157.536 3,736,524.749   MT  0.99994987   +1 37 28.5
 FW0384;SPC VA S     - 3,730,824.35 12,258,914.95   sFT  0.99994987   +1 37 28.5
 FW0384;UTM  18      - 4,154,991.056   427,268.909   MT  0.99966516   -0 30 05.9
 FW0384
 FW0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0384!SPC VA S     -   1.00000406  x   0.99994987  =   0.99995393
 FW0384!UTM  18      -   1.00000406  x   0.99966516  =   0.99966922
 FW0384
 FW0384                          SUPERSEDED SURVEY CONTROL
 FW0384
 FW0384  NAD 83(1993)-  37 32 20.54945(N)    075 49 23.78185(W) AD(       ) 2
 FW0384  NAD 83(1986)-  37 32 20.54920(N)    075 49 23.78525(W) AD(       ) 2
 FW0384  NAD 27      -  37 32 20.06800(N)    075 49 25.03200(W) AD(       ) 2
 FW0384  NGVD 29 (??/??/??)   10.989  (m)           36.05   (f) ADJUSTED    1 1
 FW0384
 FW0384.Superseded values are not recommended for survey control.
 FW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0384.See file dsdata.txt to determine how the superseded data were derived.
 FW0384
 FW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2726954991(NAD 83)
 FW0384_MARKER: DR = REFERENCE MARK DISK
 FW0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0384_STAMPING: EXMORE NO 1 1942
 FW0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0384+STABILITY: SURFACE MOTION
 FW0384
 FW0384  HISTORY     - Date     Condition        Report By
 FW0384  HISTORY     - 1953     MONUMENTED       CGS
 FW0384  HISTORY     - 1954     GOOD             USN
 FW0384  HISTORY     - 1972     GOOD             NGS
 FW0384  HISTORY     - 19870503 GOOD             USPSQD
 FW0384  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0384
 FW0384                          STATION DESCRIPTION
 FW0384
 FW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW0384'THE STATION IS LOCATED 0.3 MI. N OF THE TOWN OF EXMORE, 26
 FW0384'FT. E OF THE CENTERLINE OF HIGHWAY 178, AND 4 FT. N OF POWER
 FW0384'POLE 24.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED EXMORE
 FW0384'NO 1 1942 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 FW0384'MONUMENT PROJECTING 6 IN. ABOVE GROUND.
 FW0384'
 FW0384'STATION EXMORE IS 223.56 FT. N 27 DEG 59 MIN E.
 FW0384'
 FW0384'STATION EXMORE TANK IS N 33 DEG 49 MIN E.
 FW0384'
 FW0384'THIS IS A TRAVERSE STATION.
 FW0384
 FW0384                          STATION RECOVERY (1954)
 FW0384
 FW0384'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW0384'STATION RECOVERED AS DESCRIBED.
 FW0384
 FW0384                          STATION RECOVERY (1972)
 FW0384
 FW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0384'0.6 MI N FROM EXMORE.
 FW0384'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 178 AND BUSINESS ROUTE
 FW0384'OF U.S. HIGHWAY 13 FROM THE JUNCTION OF STATE HIGHWAY 638 AT EXMORE,
 FW0384'138 YARDS SOUTHWEST OF THE CENTER OF THE MEDIAN OF THE 4-LANED
 FW0384'U.S. HIGHWAY 13, 93.4 FEET NORTHWEST OF THE WEST CORNER OF A BRICK
 FW0384'HOUSE WITH A 2 CAR GARAGE AND FIREPLACE TYPE CHIMNEY, 25 1/2 FEET
 FW0384'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 178, 2 1/2 FEET EAST
 FW0384'OF POWER LINE POLE 50-AMP-24, 1 FOOT ABOVE THE LEVEL OF THE
 FW0384'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5
 FW0384'INCHES ABOVE THE LEVEL OF THE GROUND.
 FW0384
 FW0384                          STATION RECOVERY (1987)
 FW0384
 FW0384'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG)
 FW0384'RECOVERED IN GOOD CONDITION.
 FW0384
 FW0384                          STATION RECOVERY (2001)
 FW0384
 FW0384'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0385 ***********************************************************************
 FW0385  DESIGNATION -  EXMORE RM 2
 FW0385  PID         -  FW0385
 FW0385  STATE/COUNTY-  VA/NORTHAMPTON
 FW0385  USGS QUAD   -  EXMORE (1992)
 FW0385
 FW0385                         *CURRENT SURVEY CONTROL
 FW0385  ___________________________________________________________________
 FW0385* NAD 83(1986)-  37 32 21.     (N)    075 49 22.     (W)     SCALED    
 FW0385* NAVD 88     -        10.669  (meters)      35.00   (feet)  POSTED    
 FW0385  ___________________________________________________________________
 FW0385  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW0385  DYNAMIC HT  -          10.660 (meters)      34.97  (feet)  COMP
 FW0385  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 FW0385
 FW0385  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FW0385
 FW0385.The horizontal coordinates were scaled from a topographic map and have
 FW0385.an estimated accuracy of +/- 6 seconds.
 FW0385
 FW0385.The orthometric height was determined by differential leveling
 FW0385.and adjusted by the National Geodetic Survey in 1992..
 FW0385.No vertical observational check was made to the station.
 FW0385.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FW0385.was located on a no-check spur therefore a value was not computed.
 FW0385
 FW0385.The geoid height was determined by GEOID03.
 FW0385
 FW0385.The dynamic height is computed by dividing the NAVD 88
 FW0385.geopotential number by the normal gravity value computed on the
 FW0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0385.degrees latitude (g = 980.6199 gals.).
 FW0385
 FW0385.The modeled gravity was interpolated from observed gravity values.
 FW0385
 FW0385;                    North         East    Units  Estimated Accuracy
 FW0385;SPC VA S     - 1,137,170.    3,736,570.      MT  (+/- 180 meters Scaled)
 FW0385
 FW0385                          SUPERSEDED SURVEY CONTROL
 FW0385
 FW0385  NGVD 29 (??/??/??)   10.904  (m)           35.77   (f) ADJUSTED    1 1
 FW0385
 FW0385.Superseded values are not recommended for survey control.
 FW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0385.See file dsdata.txt to determine how the superseded data were derived.
 FW0385
 FW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG273550(NAD 83)
 FW0385_MARKER: DR = REFERENCE MARK DISK
 FW0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0385_STAMPING: EXMORE NO 2 1942
 FW0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0385+STABILITY: SURFACE MOTION
 FW0385
 FW0385  HISTORY     - Date     Condition        Report By
 FW0385  HISTORY     - 1942     MONUMENTED       CGS
 FW0385  HISTORY     - 1963     GOOD             CGS
 FW0385  HISTORY     - 1972     MARK NOT FOUND   NGS
 FW0385  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0385
 FW0385                          STATION DESCRIPTION
 FW0385
 FW0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0385'AT EXMORE.
 FW0385'AT EXMORE, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 178 FROM THE
 FW0385'JUNCTION OF U.S. HIGHWAY 13, 23 FEET NORTHWEST OF CENTER LINE OF
 FW0385'HIGHWAY, 3 FEET SOUTHWEST OF TELEPHONE POLE 2320, 1 1/2 FEET ABOVE
 FW0385'LEVEL OF HIGHWAY, AND IS A DISK SET IN THE TOP OF A CONCRETE
 FW0385'POST PROJECTING 5 INCHES.
 FW0385
 FW0385                          STATION RECOVERY (1972)
 FW0385
 FW0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0385'MARK NOT FOUND.
 FW0385
 FW0385                          STATION RECOVERY (2001)
 FW0385
 FW0385'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1268 ***********************************************************************
 FW1268  DESIGNATION -  EXMORE WATER TANK
 FW1268  PID         -  FW1268
 FW1268  STATE/COUNTY-  VA/NORTHAMPTON
 FW1268  USGS QUAD   -  EXMORE (1992)
 FW1268
 FW1268                         *CURRENT SURVEY CONTROL
 FW1268  ___________________________________________________________________
 FW1268* NAD 83(1993)-  37 32 31.14234(N)    075 49 14.28345(W)     ADJUSTED  
 FW1268* NAVD 88     -                                                        
 FW1268  ___________________________________________________________________
 FW1268  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FW1268  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW1268
 FW1268  HORZ ORDER  -  THIRD
 FW1268
 FW1268.The horizontal coordinates were established by classical geodetic methods
 FW1268.and adjusted by the National Geodetic Survey in November 1994..
 FW1268
 FW1268
 FW1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1268
 FW1268.The geoid height was determined by GEOID03.
 FW1268
 FW1268;                    North         East     Units Scale Factor Converg.
 FW1268;SPC VA S     - 1,137,490.615 3,736,747.765   MT  0.99995002   +1 37 34.2
 FW1268;SPC VA S     - 3,731,917.13 12,259,646.63   sFT  0.99995002   +1 37 34.2
 FW1268;UTM  18      - 4,155,315.538   427,504.061   MT  0.99966474   -0 30 00.2
 FW1268
 FW1268                          SUPERSEDED SURVEY CONTROL
 FW1268
 FW1268  NAD 83(1993)-  37 32 31.14328(N)    075 49 14.31643(W) AD(       ) 4
 FW1268  NAD 83(1986)-  37 32 31.14375(N)    075 49 14.31939(W) AD(       ) 4
 FW1268  NAD 27      -  37 32 30.66008(N)    075 49 15.57209(W) AD(       ) 3
 FW1268
 FW1268.Superseded values are not recommended for survey control.
 FW1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1268.See file dsdata.txt to determine how the superseded data were derived.
 FW1268
 FW1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2750455316(NAD 83)
 FW1268_MARKER: 53 = ELEVATED TANK
 FW1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1268+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 FW1268
 FW1268  HISTORY     - Date     Condition        Report By
 FW1268  HISTORY     - 1953     FIRST OBSERVED   CGS
 FW1268  HISTORY     - 1961     GOOD             CGS
 FW1268  HISTORY     - 1962     GOOD             CGS
 FW1268  HISTORY     - 20010505 GOOD             USPSQD
 FW1268
 FW1268                          STATION DESCRIPTION
 FW1268
 FW1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCS)
 FW1268'STATION IS LOCATED ABOUT 0.3 MILES NORTH OF EXMORE ON VA.
 FW1268'ROUTE 178 TO BELLE HAVEN AND APPROXIMATELY 500 FEET EAST OF
 FW1268'THE HIGHWAY.
 FW1268'
 FW1268'THE STATION IS A SMALL RED LIGHT ATOP THE CENTER OF LARGE STEEL
 FW1268'TANK WHICH IS SUPPORTED BY A SKELETON STEEL TOWER.
 FW1268
 FW1268                          STATION RECOVERY (1961)
 FW1268
 FW1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FW1268'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW1268
 FW1268                          STATION RECOVERY (1962)
 FW1268
 FW1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW1268'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FW1268'THE INTERSECTING POINT WAS THE TOP CENTER.
 FW1268
 FW1268                          STATION RECOVERY (2001)
 FW1268
 FW1268'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5543 ***********************************************************************
 GV5543  DESIGNATION -  EXPERIMENT 2
 GV5543  PID         -  GV5543
 GV5543  STATE/COUNTY-  VA/C OF RICHMOND
 GV5543  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5543
 GV5543                         *CURRENT SURVEY CONTROL
 GV5543  ___________________________________________________________________
 GV5543* NAD 83(1993)-  37 28 06.02996(N)    077 25 43.04308(W)     ADJUSTED  
 GV5543* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 GV5543  ___________________________________________________________________
 GV5543  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 GV5543  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GV5543
 GV5543  HORZ ORDER  -  SECOND
 GV5543
 GV5543.The horizontal coordinates were established by classical geodetic methods
 GV5543.and adjusted by the National Geodetic Survey in September 1995..
 GV5543
 GV5543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5543
 GV5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5543
 GV5543.The geoid height was determined by GEOID03.
 GV5543
 GV5543;                    North         East     Units Scale Factor Converg.
 GV5543;SPC VA S     - 1,126,495.537 3,594,769.900   MT  0.99994694   +0 39 00.9
 GV5543;SPC VA S     - 3,695,844.11 11,793,840.91   sFT  0.99994694   +0 39 00.9
 GV5543;UTM  18      - 4,149,599.034   285,226.357   MT  1.00016822   -1 28 40.6
 GV5543
 GV5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5543!SPC VA S     -   1.00000207  x   0.99994694  =   0.99994901
 GV5543!UTM  18      -   1.00000207  x   1.00016822  =   1.00017029
 GV5543
 GV5543|---------------------------------------------------------------------|
 GV5543| PID    Reference Object                     Distance      Geod. Az  |
 GV5543|                                                           dddmmss.s |
 GV5543| GV1990 EXPERIMENT                           83.007 METERS 08627     |
 GV5543| DC5324 EXPERIMENT 2 RM 4                    18.640 METERS 16720     |
 GV5543| GV3495 DANIELS AZ MK 2                                    3504501.2 |
 GV5543| DC5323 EXPERIMENT 2 RM 3                    12.810 METERS 35615     |
 GV5543|---------------------------------------------------------------------|
 GV5543
 GV5543                          SUPERSEDED SURVEY CONTROL
 GV5543
 GV5543  NAD 83(1993)-  37 28 06.03001(N)    077 25 43.04262(W) AD(       ) 2
 GV5543  NAD 83(1986)-  37 28 06.03629(N)    077 25 43.05964(W) AD(       ) 2
 GV5543  NAD 27      -  37 28 05.50359(N)    077 25 44.12164(W) AD(       ) 2
 GV5543  NGVD 29 (07/19/86)   20.3    (m)           67.     (f) VERT ANG       
 GV5543
 GV5543.Superseded values are not recommended for survey control.
 GV5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5543.See file dsdata.txt to determine how the superseded data were derived.
 GV5543
 GV5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8522649599(NAD 83)
 GV5543_MARKER: DS = TRIANGULATION STATION DISK
 GV5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV5543
 GV5543  HISTORY     - Date     Condition        Report By
 GV5543  HISTORY     - 1975     MONUMENTED       NGS
 GV5543  HISTORY     - 19960120 MARK NOT FOUND   USPSQD
 GV5543  HISTORY     - 19991023 GOOD             USPSQD
 GV5543  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 GV5543
 GV5543                          STATION DESCRIPTION
 GV5543
 GV5543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GV5543'STATION IS LOCATED IN THE SOUTH PART OF RICHMOND ALONG THE RIGHT OF
 GV5543'WAY OF COMMERCE ROAD AND JUST WEST OF THE INTERSECTION OF BELLE
 GV5543'ROAD.  STATION IS 38 FEET NORTH OF UTILITY POLE, 20 FEET WEST OF
 GV5543'THE CENTERLINE OF SOUTH BOUND LANE OF COMMERCE ROAD, 6.5 FEET WEST
 GV5543'OF CURB, 6 FEET EAST OF FENCE AND 2 FEET EAST OF STEEL WITNESS
 GV5543'POST.  MARK IS A STANDARD DISK SET FLUSH WITH THE SURFACE OF THE
 GV5543'GROUND AND THE DISK IS STAMPED EXPERIMENT 2 1975.
 GV5543'
 GV5543'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 301,
 GV5543'AND STATE HIGHWAY 161 IN THE SOUTH PART OF RICHMOND GO SOUTHERLY ON
 GV5543'U.S. HIGHWAY 1 AND 301 FOR 0.6 MILE TO CROSS STREET.  TURN LEFT AND
 GV5543'GO EAST ON RUFFIN ROAD FOR 0.65 MILE TO T INTERSECTION.  TURN
 GV5543'RIGHT ON COMMERCE ROAD AND GO SOUTHERLY FOR 0.45 MILE TO
 GV5543'INTERSECTION OF BELLE ROAD ON LEFT AND STATION ON THE RIGHT AS
 GV5543'DESCRIBED.
 GV5543'
 GV5543'REFERENCE MARK NO. 3 IS 15 FEET WEST OF THE CENTERLINE OF SOUTH
 GV5543'BOUND LANE OF COMMERCE ROAD, 8 FEET EAST OF CHAIN LINK FENCE AND 2
 GV5543'FEET WEST OF CURB.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF
 GV5543'A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE
 GV5543'TOP OF CURB AND THE DISK IS STAMPED EXPERIMENT 2 NO 3 1975.
 GV5543'
 GV5543'REFERENCE MARK NO. 4 IS 23 FEET SOUTH OF UTILITY POLE, 17 FEET
 GV5543'WEST OF THE CENTERLINE OF SOUTH BOUND LANE OF COMMERCE ROAD, 9
 GV5543'FEET EAST OF CHAIN LINK FENCE AND 4 FEET WEST OF CURB.  MARK IS A
 GV5543'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10
 GV5543'INCHES IN DIAMETER, FLUSH WITH THE TOP OF CURB AND THE DISK IS
 GV5543'STAMPED EXPERIMENT 2 NO 4 1975.
 GV5543'
 GV5543'NEAREST TOWN--RICHMOND.
 GV5543
 GV5543                          STATION RECOVERY (1996)
 GV5543
 GV5543'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV5543'MARK NOT FOUND.
 GV5543
 GV5543                          STATION RECOVERY (1999)
 GV5543
 GV5543'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5543'RECOVERED IN GOOD CONDITION.
 GV5543
 GV5543                          STATION RECOVERY (2004)
 GV5543
 GV5543'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV5543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1992 ***********************************************************************
 GV1992  DESIGNATION -  EXPERIMENT RM 2
 GV1992  PID         -  GV1992
 GV1992  STATE/COUNTY-  VA/CHESTERFIELD
 GV1992  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV1992
 GV1992                         *CURRENT SURVEY CONTROL
 GV1992  ___________________________________________________________________
 GV1992* NAD 83(1986)-  37 28 06.     (N)    077 25 39.     (W)     SCALED    
 GV1992* NAVD 88     -        24.714  (meters)      81.08   (feet)  ADJUSTED  
 GV1992  ___________________________________________________________________
 GV1992  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GV1992  DYNAMIC HT  -          24.697 (meters)      81.03  (feet)  COMP
 GV1992  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 GV1992
 GV1992  VERT ORDER  -  SECOND    CLASS 0
 GV1992
 GV1992.The horizontal coordinates were scaled from a topographic map and have
 GV1992.an estimated accuracy of +/- 6 seconds.
 GV1992
 GV1992.The orthometric height was determined by differential leveling
 GV1992.and adjusted by the National Geodetic Survey in June 1991..
 GV1992
 GV1992.The geoid height was determined by GEOID03.
 GV1992
 GV1992.The dynamic height is computed by dividing the NAVD 88
 GV1992.geopotential number by the normal gravity value computed on the
 GV1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1992.degrees latitude (g = 980.6199 gals.).
 GV1992
 GV1992.The modeled gravity was interpolated from observed gravity values.
 GV1992
 GV1992;                    North         East    Units  Estimated Accuracy
 GV1992;SPC VA S     - 1,126,500.    3,594,870.      MT  (+/- 180 meters Scaled)
 GV1992
 GV1992                          SUPERSEDED SURVEY CONTROL
 GV1992
 GV1992  NGVD 29 (??/??/??)   25.028  (m)           82.11   (f) ADJUSTED    2 0
 GV1992
 GV1992.Superseded values are not recommended for survey control.
 GV1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1992.See file dsdata.txt to determine how the superseded data were derived.
 GV1992
 GV1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG853495(NAD 83)
 GV1992_MARKER: DR = REFERENCE MARK DISK
 GV1992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1992_SP_SET: BRIDGE WALKWAY
 GV1992_STAMPING: EXPERIMENT NO 2 1958
 GV1992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1992
 GV1992  HISTORY     - Date     Condition        Report By
 GV1992  HISTORY     - 1958     MONUMENTED       CGS
 GV1992  HISTORY     - 1975     GOOD             NGS
 GV1992  HISTORY     - 1982     GOOD             USPSQD
 GV1992  HISTORY     - 19940220 GOOD             USPSQD
 GV1992  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV1992  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV1992
 GV1992                          STATION DESCRIPTION
 GV1992
 GV1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1992'3.6 MI S FROM RICHMOND.
 GV1992'SOUTH ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE SOUTH
 GV1992'END OF THE JAMES RIVER BRIDGE, FOR 3.6 MILES.  THE MARK IS SET
 GV1992'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE EAST WALKWAY
 GV1992'OF THE NORTH BOUND LANE TURNPIKE BRIDGE OVER BELLE ROAD.
 GV1992
 GV1992                          STATION RECOVERY (1975)
 GV1992
 GV1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV1992'RECOVERED IN GOOD CONDITION.
 GV1992
 GV1992                          STATION RECOVERY (1982)
 GV1992
 GV1992'RECOVERY NOTE BY US POWER SQUADRON 1982
 GV1992'CHANGE DESC: BELLE ROAD TO BELLS ROAD.
 GV1992
 GV1992                          STATION RECOVERY (1994)
 GV1992
 GV1992'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1992'RECOVERED IN GOOD CONDITION.
 GV1992
 GV1992                          STATION RECOVERY (1999)
 GV1992
 GV1992'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1992'MARK NOT FOUND.
 GV1992
 GV1992                          STATION RECOVERY (2004)
 GV1992
 GV1992'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV1992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4602 ***********************************************************************
 GV4602  DESIGNATION -  EXTRA
 GV4602  PID         -  GV4602
 GV4602  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV4602  USGS QUAD   -  BACONS CASTLE (1992)
 GV4602
 GV4602                         *CURRENT SURVEY CONTROL
 GV4602  ___________________________________________________________________
 GV4602* NAD 83(1993)-  37 05 58.49728(N)    076 39 24.70579(W)     ADJUSTED  
 GV4602* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4602  ___________________________________________________________________
 GV4602  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 GV4602  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 GV4602
 GV4602  HORZ ORDER  -  THIRD
 GV4602
 GV4602.The horizontal coordinates were established by classical geodetic methods
 GV4602.and adjusted by the National Geodetic Survey in September 1995..
 GV4602
 GV4602.The orthometric height was scaled from a topographic map.
 GV4602
 GV4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4602
 GV4602.The geoid height was determined by GEOID03.
 GV4602
 GV4602;                    North         East     Units Scale Factor Converg.
 GV4602;SPC VA S     - 1,086,633.258 3,663,828.956   MT  0.99995627   +1 07 07.1
 GV4602;SPC VA S     - 3,565,062.61 12,020,412.17   sFT  0.99995627   +1 07 07.1
 GV4602;UTM  18      - 4,107,203.808   352,765.706   MT  0.99986705   -0 59 58.6
 GV4602
 GV4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4602!SPC VA S     -   1.00000563  x   0.99995627  =   0.99996190
 GV4602!UTM  18      -   1.00000563  x   0.99986705  =   0.99987268
 GV4602
 GV4602|---------------------------------------------------------------------|
 GV4602| PID    Reference Object                     Distance      Geod. Az  |
 GV4602|                                                           dddmmss.s |
 GV4602| DC9404 EXTRA WM 1                            7.005 METERS 02126     |
 GV4602| DC9405 EXTRA WM 2                            4.241 METERS 14943     |
 GV4602| GV4608 POINT OF SHOALS 1938                APPROX. 3.5 KM 1742139.1 |
 GV4602| DC9402 EXTRA RM 1                            6.989 METERS 22606     |
 GV4602| DC9403 EXTRA RM 2                            7.807 METERS 31426     |
 GV4602|---------------------------------------------------------------------|
 GV4602
 GV4602                          SUPERSEDED SURVEY CONTROL
 GV4602
 GV4602  NAD 83(1986)-  37 05 58.50017(N)    076 39 24.73484(W) AD(       ) 3
 GV4602  NAD 27      -  37 05 57.96300(N)    076 39 25.89000(W) AD(       ) 3
 GV4602
 GV4602.Superseded values are not recommended for survey control.
 GV4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4602.See file dsdata.txt to determine how the superseded data were derived.
 GV4602
 GV4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5276607204(NAD 83)
 GV4602_MARKER: DS = TRIANGULATION STATION DISK
 GV4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4602
 GV4602  HISTORY     - Date     Condition        Report By
 GV4602  HISTORY     - 1938     MONUMENTED       CGS
 GV4602  HISTORY     - 1942     GOOD             CGS
 GV4602  HISTORY     - 1947     GOOD             CGS
 GV4602  HISTORY     - 1948     GOOD             CGS
 GV4602  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4602
 GV4602                          STATION DESCRIPTION
 GV4602
 GV4602'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV4602'THIS STATION IS LOCATED ON THE WEST BANK OF THE JAMES RIVER ON THE
 GV4602'FIRST PROMINENT POINT NORTH ABOUT 2 MILES FROM FERGUSONS WHARF
 GV4602'AND POINT OF SHOALS LIGHT STRUCTURE.  ON THIS POINT THE GRASS
 GV4602'LINE EXTENDS ABOUT 31 METERS OFFSHORE FROM THE TREE LINE.  THE
 GV4602'STATION IS ABOUT 50 METERS SOUTH OF THE MOUTH OF A SMALL CREEK
 GV4602'AND JUST INSIDE THE TREE LINE.
 GV4602'
 GV4602'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GV4602'SET IN CONCRETE.
 GV4602'
 GV4602'WITNESS MARKS ARE TREES MARKED WITH A TRIANGULAR BLAZE WITH A
 GV4602'NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.  WITNESS MARK
 GV4602'NO. 1 IS ON AN 18-INCH PINE TREE THAT STANDS SLIGHTLY TO EASTWARD
 GV4602'OF LINE TO DEEP WATER SHOAL LIGHT.  WITNESS MARK NO. 2 IS ON THE
 GV4602'NEAR TRUNK OF A DOUBLE PINE TREE.
 GV4602
 GV4602                          STATION RECOVERY (1942)
 GV4602
 GV4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4602'1938 DESCRIPTION ADEQUATE.  A THIRD WITNESS MARK WAS ESTABLISHED -
 GV4602'BLAZE ON PINE - DIRECTLY INSHORE FROM REFERENCE MARK NO. 1.
 GV4602
 GV4602                          STATION RECOVERY (1947)
 GV4602
 GV4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV4602'STATION FOUND AS DESCRIBED FROM MEASURING DISTANCES FROM THE
 GV4602'WITNESS MARKS WHICH WERE EASILY FOUND.  THE MARK ITSELF WAS BURIED
 GV4602'UNDER ABOUT A FOOT OF SAND AND DEAD GRASS.  REFERENCE MARKS
 GV4602'FOUND AS DESCRIBED IN THICK GRASS AND UNDERBRUSH.
 GV4602
 GV4602                          STATION RECOVERY (1948)
 GV4602
 GV4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV4602'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  DISTANCE AND
 GV4602'DIRECTION TO REFERENCE MARKS CHECKED AND FOUND CORRECT.
 GV4602'
 GV4602'STATION SITE IS SOMEWHAT OBSCURED BY BRUSH.  SUGGESTED RECOVERY
 GV4602'IS TO PROCEED 40 PACES IN LINE AWAY FROM POINT OF SHOALS FROM
 GV4602'JUNCTION OF MARSH GRASS AND SAND BEACH AT S EDGE OF MARSH GRASS.
 GV4602
 GV4602                          STATION RECOVERY (2001)
 GV4602
 GV4602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4602'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0358 ***********************************************************************
 GA0358  DESIGNATION -  EZD 25
 GA0358  PID         -  GA0358
 GA0358  STATE/COUNTY-  VA/RUSSELL
 GA0358  USGS QUAD   -  BRUMLEY (1988)
 GA0358
 GA0358                         *CURRENT SURVEY CONTROL
 GA0358  ___________________________________________________________________
 GA0358* NAD 83(1986)-  36 52 17.     (N)    082 06 48.     (W)     SCALED    
 GA0358* NAVD 88     -       658.294  (meters)    2159.75   (feet)  ADJUSTED  
 GA0358  ___________________________________________________________________
 GA0358  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA0358  DYNAMIC HT  -         657.700 (meters)    2157.80  (feet)  COMP
 GA0358  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 GA0358
 GA0358  VERT ORDER  -  SECOND    CLASS 0
 GA0358
 GA0358.The horizontal coordinates were scaled from a topographic map and have
 GA0358.an estimated accuracy of +/- 6 seconds.
 GA0358
 GA0358.The orthometric height was determined by differential leveling
 GA0358.and adjusted by the National Geodetic Survey in June 1991..
 GA0358
 GA0358.The geoid height was determined by GEOID03.
 GA0358
 GA0358.The dynamic height is computed by dividing the NAVD 88
 GA0358.geopotential number by the normal gravity value computed on the
 GA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0358.degrees latitude (g = 980.6199 gals.).
 GA0358
 GA0358.The modeled gravity was interpolated from observed gravity values.
 GA0358
 GA0358;                    North         East    Units  Estimated Accuracy
 GA0358;SPC VA S     - 1,065,880.    3,177,920.      MT  (+/- 180 meters Scaled)
 GA0358
 GA0358                          SUPERSEDED SURVEY CONTROL
 GA0358
 GA0358  NGVD 29 (??/??/92)  658.411  (m)         2160.14   (f) ADJ UNCH    2 0
 GA0358
 GA0358.Superseded values are not recommended for survey control.
 GA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0358.See file dsdata.txt to determine how the superseded data were derived.
 GA0358
 GA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA007811(NAD 83)
 GA0358_MARKER: DD = SURVEY DISK
 GA0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0358_SP_SET: BRIDGE
 GA0358_STAMPING: ECD 25 1950
 GA0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0358
 GA0358  HISTORY     - Date     Condition        Report By
 GA0358  HISTORY     - 1950     MONUMENTED       TVA
 GA0358  HISTORY     - 1963     GOOD             TVA
 GA0358
 GA0358                          STATION DESCRIPTION
 GA0358
 GA0358'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1963
 GA0358'3.2 MI SW FROM LEBANON.
 GA0358'3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY FROM THE COURT HOUSE AT
 GA0358'LEBANON TO THE MARK SET IN THE TOP OF THE NORTHWEST WINGWALL OF
 GA0358'BRIDGE OVER LITTLE CEDAR CREEK, 4.4 MILES NORTHEAST OF HANSONVILLE,
 GA0358'14.8 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 3.4 FEET WEST OF
 GA0358'BRIDGE BANNISTER AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1731 ***********************************************************************
 GW1731  DESIGNATION -  F 100
 GW1731  PID         -  GW1731
 GW1731  STATE/COUNTY-  VA/ALLEGHANY
 GW1731  USGS QUAD   -  COVINGTON (1984)
 GW1731
 GW1731                         *CURRENT SURVEY CONTROL
 GW1731  ___________________________________________________________________
 GW1731* NAD 83(1986)-  37 52 19.     (N)    079 56 05.     (W)     SCALED    
 GW1731* NAVD 88     -       679.183  (meters)    2228.29   (feet)  ADJUSTED  
 GW1731  ___________________________________________________________________
 GW1731  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GW1731  DYNAMIC HT  -         678.613 (meters)    2226.42  (feet)  COMP
 GW1731  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 GW1731
 GW1731  VERT ORDER  -  SECOND    CLASS 0
 GW1731
 GW1731.The horizontal coordinates were scaled from a topographic map and have
 GW1731.an estimated accuracy of +/- 6 seconds.
 GW1731
 GW1731.The orthometric height was determined by differential leveling
 GW1731.and adjusted by the National Geodetic Survey in June 1991..
 GW1731
 GW1731.The geoid height was determined by GEOID03.
 GW1731
 GW1731.The dynamic height is computed by dividing the NAVD 88
 GW1731.geopotential number by the normal gravity value computed on the
 GW1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1731.degrees latitude (g = 980.6199 gals.).
 GW1731
 GW1731.The modeled gravity was interpolated from observed gravity values.
 GW1731
 GW1731;                    North         East    Units  Estimated Accuracy
 GW1731;SPC VA S     - 1,171,710.    3,373,770.      MT  (+/- 180 meters Scaled)
 GW1731
 GW1731                          SUPERSEDED SURVEY CONTROL
 GW1731
 GW1731  NGVD 29 (??/??/92)  679.328  (m)         2228.76   (f) ADJ UNCH    2 0
 GW1731
 GW1731.Superseded values are not recommended for survey control.
 GW1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1731.See file dsdata.txt to determine how the superseded data were derived.
 GW1731
 GW1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB936921(NAD 83)
 GW1731_MARKER: DB = BENCH MARK DISK
 GW1731_SETTING: 66 = SET IN ROCK OUTCROP
 GW1731_SP_SET: OUTCROP
 GW1731_STAMPING: F 100 1935
 GW1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1731+STABILITY: POSITION/ELEVATION WELL
 GW1731
 GW1731  HISTORY     - Date     Condition        Report By
 GW1731  HISTORY     - 1935     MONUMENTED       CGS
 GW1731  HISTORY     - 1962     GOOD             NGS
 GW1731
 GW1731                          STATION DESCRIPTION
 GW1731
 GW1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1731'8.5 MI NE FROM COVINGTON.
 GW1731'ABOUT 8.5 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 GW1731'OFFICE AT COVINGTON, ALLEGHANY COUNTY, ABOUT 67 YARDS NORTH
 GW1731'OF A LARGE YELLOW RED-ROOFED BARN, 27 FEET NORTHWEST OF THE
 GW1731'CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A GATE, 2 FEET
 GW1731'NORTHWEST OF A FENCE, IN THE TOP OF A SANDSTONE OUTCROP, AND ABOUT
 GW1731'1 FOOT HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F 100
 GW1731'1935.  MARK IS NOW 3 FEET SOUTHEAST OF FENCE AND STEEL WITNESS
 GW1731'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1038 ***********************************************************************
 HW1038  DESIGNATION -  F 101
 HW1038  PID         -  HW1038
 HW1038  STATE/COUNTY-  VA/AUGUSTA
 HW1038  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1038
 HW1038                         *CURRENT SURVEY CONTROL
 HW1038  ___________________________________________________________________
 HW1038* NAD 83(1986)-  38 16 48.     (N)    078 59 53.     (W)     SCALED    
 HW1038* NAVD 88     -       404.859  (meters)    1328.27   (feet)  ADJUSTED  
 HW1038  ___________________________________________________________________
 HW1038  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HW1038  DYNAMIC HT  -         404.557 (meters)    1327.28  (feet)  COMP
 HW1038  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 HW1038
 HW1038  VERT ORDER  -  SECOND    CLASS 0
 HW1038
 HW1038.The horizontal coordinates were scaled from a topographic map and have
 HW1038.an estimated accuracy of +/- 6 seconds.
 HW1038
 HW1038.The orthometric height was determined by differential leveling
 HW1038.and adjusted by the National Geodetic Survey in June 1991..
 HW1038
 HW1038.The geoid height was determined by GEOID03.
 HW1038
 HW1038.The dynamic height is computed by dividing the NAVD 88
 HW1038.geopotential number by the normal gravity value computed on the
 HW1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1038.degrees latitude (g = 980.6199 gals.).
 HW1038
 HW1038.The modeled gravity was interpolated from observed gravity values.
 HW1038
 HW1038;                    North         East    Units  Estimated Accuracy
 HW1038;SPC VA N     - 2,068,200.    3,456,420.      MT  (+/- 180 meters Scaled)
 HW1038
 HW1038                          SUPERSEDED SURVEY CONTROL
 HW1038
 HW1038  NGVD 29 (??/??/92)  404.990  (m)         1328.70   (f) ADJ UNCH    2 0
 HW1038
 HW1038.Superseded values are not recommended for survey control.
 HW1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1038.See file dsdata.txt to determine how the superseded data were derived.
 HW1038
 HW1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC751387(NAD 83)
 HW1038_MARKER: DB = BENCH MARK DISK
 HW1038_SETTING: 66 = SET IN ROCK OUTCROP
 HW1038_SP_SET: ROCK OUTCROP
 HW1038_STAMPING: F 101 1935
 HW1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1038+STABILITY: POSITION/ELEVATION WELL
 HW1038
 HW1038  HISTORY     - Date     Condition        Report By
 HW1038  HISTORY     - 1935     MONUMENTED       CGS
 HW1038
 HW1038                          STATION DESCRIPTION
 HW1038
 HW1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1038'4.1 MI NW FROM MT SIDNEY.
 HW1038'1.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626 FROM THE
 HW1038'JUNCTION OF U.S. HIGHWAY 11 AT MOUNT SIDNEY, AUGUSTA COUNTY,
 HW1038'THENCE 1.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 616,
 HW1038'1.2 MILES NORTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY
 HW1038'804 LEADING NORTH, 0.1 MILE SOUTHWEST OF THE JUNCTION OF
 HW1038'SECONDARY STATE HIGHWAY 746 LEADING EAST, IN A PASTURE, 35
 HW1038'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF
 HW1038'THE RIGHT-OF-WAY FENCE, 25 FEET NORTHEAST OF A 12-INCH LOCUST
 HW1038'TREE, IN THE TOP OF A ROCK OUTCROP, AND 2 FEET ABOVE THE LEVEL
 HW1038'OF THE GROUND.  A STANDARD DISK, STAMPED F 101 1935.  NOTE--THIS
 HW1038'BENCH MARK MAY ALSO BE REACHED FROM THE JUNCTION OF U.S.
 HW1038'HIGHWAY 11 AT MOUNT SIDNEY BY GOING 1.5 MILES NORTHWEST ALONG
 HW1038'SECONDARY STATE HIGHWAY 626, THENCE 0.3 MILE NORTHWEST ALONG
 HW1038'SECONDARY STATE HIGHWAY 616, THENCE 1.0 MILE NORTH ALONG
 HW1038'SECONDARY STATE HIGHWAY 804, THENCE 0.6 MILE WEST ALONG SECONDARY
 HW1038'STATE HIGHWAY 746, AND THENCE 0.1 MILE SOUTHWEST ALONG SECONDARY
 HW1038'STATE HIGHWAY 616.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1858 ***********************************************************************
 HW1858  DESIGNATION -  F 102
 HW1858  PID         -  HW1858
 HW1858  STATE/COUNTY-  VA/HIGHLAND
 HW1858  USGS QUAD   -  MONTEREY (1976)
 HW1858
 HW1858                         *CURRENT SURVEY CONTROL
 HW1858  ___________________________________________________________________
 HW1858* NAD 83(1986)-  38 26 28.     (N)    079 30 49.     (W)     SCALED    
 HW1858* NAVD 88     -       883.963  (meters)    2900.14   (feet)  ADJUSTED  
 HW1858  ___________________________________________________________________
 HW1858  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HW1858  DYNAMIC HT  -         883.236 (meters)    2897.75  (feet)  COMP
 HW1858  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 HW1858
 HW1858  VERT ORDER  -  SECOND    CLASS 0
 HW1858
 HW1858.The horizontal coordinates were scaled from a topographic map and have
 HW1858.an estimated accuracy of +/- 6 seconds.
 HW1858
 HW1858.The orthometric height was determined by differential leveling
 HW1858.and adjusted by the National Geodetic Survey in June 1991..
 HW1858
 HW1858.The geoid height was determined by GEOID03.
 HW1858
 HW1858.The dynamic height is computed by dividing the NAVD 88
 HW1858.geopotential number by the normal gravity value computed on the
 HW1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1858.degrees latitude (g = 980.6199 gals.).
 HW1858
 HW1858.The modeled gravity was interpolated from observed gravity values.
 HW1858
 HW1858;                    North         East    Units  Estimated Accuracy
 HW1858;SPC VA N     - 2,086,450.    3,411,510.      MT  (+/- 180 meters Scaled)
 HW1858
 HW1858                          SUPERSEDED SURVEY CONTROL
 HW1858
 HW1858  NGVD 29 (??/??/92)  884.026  (m)         2900.34   (f) ADJ UNCH    2 0
 HW1858
 HW1858.Superseded values are not recommended for survey control.
 HW1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1858.See file dsdata.txt to determine how the superseded data were derived.
 HW1858
 HW1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC297558(NAD 83)
 HW1858_MARKER: DB = BENCH MARK DISK
 HW1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1858_STAMPING: F 102 1935
 HW1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1858+STABILITY: SURFACE MOTION
 HW1858
 HW1858  HISTORY     - Date     Condition        Report By
 HW1858  HISTORY     - 1935     MONUMENTED       CGS
 HW1858
 HW1858                          STATION DESCRIPTION
 HW1858
 HW1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1858'6 MI W FROM DOE HILL.
 HW1858'6.0 MILES WEST ALONG SECONDARY STATE HIGHWAY 624 FROM THE
 HW1858'POST OFFICE AT DOE HILL, HIGHLAND COUNTY, 300 FEET NORTH OF
 HW1858'AN OLD LARGE BARN, AT THE TOP OF A HILL, NEAR THE NORTHEAST
 HW1858'CORNER OF AN APPLE ORCHARD, 16 FEET SOUTH OF THE CENTERLINE
 HW1858'OF THE HIGHWAY, 15 FEET NORTHWEST OF THE WEST END OF A GATE,
 HW1858'AND 1 FOOT NORTH OF A RAIL FENCE.  A STANDARD DISK, STAMPED
 HW1858'F 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1675 ***********************************************************************
 HW1675  DESIGNATION -  F 103
 HW1675  PID         -  HW1675
 HW1675  STATE/COUNTY-  VA/ROCKINGHAM
 HW1675  USGS QUAD   -  REDDISH KNOB (1984)
 HW1675
 HW1675                         *CURRENT SURVEY CONTROL
 HW1675  ___________________________________________________________________
 HW1675* NAD 83(1986)-  38 29 03.     (N)    079 13 23.     (W)     SCALED    
 HW1675* NAVD 88     -      1127.303  (meters)    3698.49   (feet)  ADJUSTED  
 HW1675  ___________________________________________________________________
 HW1675  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 HW1675  DYNAMIC HT  -        1126.336 (meters)    3695.32  (feet)  COMP
 HW1675  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 HW1675
 HW1675  VERT ORDER  -  SECOND    CLASS 0
 HW1675
 HW1675.The horizontal coordinates were scaled from a topographic map and have
 HW1675.an estimated accuracy of +/- 6 seconds.
 HW1675
 HW1675.The orthometric height was determined by differential leveling
 HW1675.and adjusted by the National Geodetic Survey in June 1991..
 HW1675
 HW1675.The geoid height was determined by GEOID03.
 HW1675
 HW1675.The dynamic height is computed by dividing the NAVD 88
 HW1675.geopotential number by the normal gravity value computed on the
 HW1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1675.degrees latitude (g = 980.6199 gals.).
 HW1675
 HW1675.The modeled gravity was interpolated from observed gravity values.
 HW1675
 HW1675;                    North         East    Units  Estimated Accuracy
 HW1675;SPC VA N     - 2,090,990.    3,436,920.      MT  (+/- 180 meters Scaled)
 HW1675
 HW1675                          SUPERSEDED SURVEY CONTROL
 HW1675
 HW1675  NGVD 29 (??/??/92) 1127.343  (m)         3698.62   (f) ADJ UNCH    2 0
 HW1675
 HW1675.Superseded values are not recommended for survey control.
 HW1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1675.See file dsdata.txt to determine how the superseded data were derived.
 HW1675
 HW1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC549610(NAD 83)
 HW1675_MARKER: DB = BENCH MARK DISK
 HW1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1675_STAMPING: F 103 1935
 HW1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1675+STABILITY: SURFACE MOTION
 HW1675
 HW1675  HISTORY     - Date     Condition        Report By
 HW1675  HISTORY     - 1935     MONUMENTED       CGS
 HW1675  HISTORY     - 1967     MARK NOT FOUND   USGS
 HW1675
 HW1675                          STATION DESCRIPTION
 HW1675
 HW1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1675'10.3 MI NW FROM BRIERY BRANCH.
 HW1675'10.3 MILES NORTHWEST ALONG STATE HIGHWAY 257 FROM THE JUNCTION
 HW1675'OF SECONDARY STATE HIGHWAY 731 AT BRIERY BRANCH, ROCKINGHAM
 HW1675'COUNTY, AT THE TOP OF SHENANDOAH MOUNTAIN, AT THE JUNCTION OF
 HW1675'A ROAD LEADING NORTH TO BOTHER KNOB LOOKOUT STATION, 52 FEET
 HW1675'NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE
 HW1675'CENTERLINE OF THE SIDE ROAD, 25 FEET EAST OF THE EAST END OF A
 HW1675'GATE ACROSS THE SIDE ROAD, 10 FEET WEST OF A SMALL TREE IN A
 HW1675'FENCE LINE, AND 1 FOOT SOUTH OF THE FENCE LINE.  A STANDARD DISK,
 HW1675'STAMPED F 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW1675'NOTE-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED AS BEING 8.6
 HW1675'MILES EAST OF SUGAR GROVE, PENDLETON COUNTY, WEST VIRGINIA.
 HW1675
 HW1675                          STATION RECOVERY (1967)
 HW1675
 HW1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HW1675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1630 ***********************************************************************
 HW1630  DESIGNATION -  F 104
 HW1630  PID         -  HW1630
 HW1630  STATE/COUNTY-  VA/AUGUSTA
 HW1630  USGS QUAD   -  STOKESVILLE (1967)
 HW1630
 HW1630                         *CURRENT SURVEY CONTROL
 HW1630  ___________________________________________________________________
 HW1630* NAD 83(1986)-  38 21 41.     (N)    079 11 50.     (W)     SCALED    
 HW1630* NAVD 88     -       545.221  (meters)    1788.78   (feet)  ADJUSTED  
 HW1630  ___________________________________________________________________
 HW1630  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HW1630  DYNAMIC HT  -         544.802 (meters)    1787.40  (feet)  COMP
 HW1630  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 HW1630
 HW1630  VERT ORDER  -  SECOND    CLASS 0
 HW1630
 HW1630.The horizontal coordinates were scaled from a topographic map and have
 HW1630.an estimated accuracy of +/- 6 seconds.
 HW1630
 HW1630.The orthometric height was determined by differential leveling
 HW1630.and adjusted by the National Geodetic Survey in June 1991..
 HW1630
 HW1630.The geoid height was determined by GEOID03.
 HW1630
 HW1630.The dynamic height is computed by dividing the NAVD 88
 HW1630.geopotential number by the normal gravity value computed on the
 HW1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1630.degrees latitude (g = 980.6199 gals.).
 HW1630
 HW1630.The modeled gravity was interpolated from observed gravity values.
 HW1630
 HW1630;                    North         East    Units  Estimated Accuracy
 HW1630;SPC VA N     - 2,077,340.    3,439,070.      MT  (+/- 180 meters Scaled)
 HW1630
 HW1630                          SUPERSEDED SURVEY CONTROL
 HW1630
 HW1630  NGVD 29 (??/??/92)  545.329  (m)         1789.13   (f) ADJ UNCH    2 0
 HW1630
 HW1630.Superseded values are not recommended for survey control.
 HW1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1630.See file dsdata.txt to determine how the superseded data were derived.
 HW1630
 HW1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC575474(NAD 83)
 HW1630_MARKER: DB = BENCH MARK DISK
 HW1630_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HW1630_STAMPING: F 104 1935
 HW1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1630
 HW1630  HISTORY     - Date     Condition        Report By
 HW1630  HISTORY     - 1935     MONUMENTED       CGS
 HW1630
 HW1630                          STATION DESCRIPTION
 HW1630
 HW1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1630'1 MI NW FROM STOKESVILLE.
 HW1630'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1630'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1630'COUNTY, THENCE 2.3 MILES SOUTHWEST ALONG A FOREST SERVICE ROAD,
 HW1630'110 FEET WEST OF THE WEST END OF A CUT (THE ROAD RUNS ALONG THE
 HW1630'SIDE OF A MOUNTAIN AND A CREEK ON THE NORTH SIDE AT THIS POINT),
 HW1630'50 FEET SOUTH OF THE CREEK, 25 FEET SOUTH OF THE CENTERLINE OF
 HW1630'THE ROAD, AND 12 FEET NORTH OF THE FOOT OF THE MOUNTAIN.  A
 HW1630'STANDARD DISK, STAMPED F 104 1935 AND SET IN THE TOP OF A CONCRETE
 HW1630'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1186 ***********************************************************************
 HW1186  DESIGNATION -  F 105
 HW1186  PID         -  HW1186
 HW1186  STATE/COUNTY-  VA/ROCKINGHAM
 HW1186  USGS QUAD   -  FULKS RUN (1994)
 HW1186
 HW1186                         *CURRENT SURVEY CONTROL
 HW1186  ___________________________________________________________________
 HW1186* NAD 83(1986)-  38 39 22.     (N)    078 55 51.     (W)     SCALED    
 HW1186* NAVD 88     -       363.235  (meters)    1191.71   (feet)  ADJUSTED  
 HW1186  ___________________________________________________________________
 HW1186  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW1186  DYNAMIC HT  -         362.979 (meters)    1190.87  (feet)  COMP
 HW1186  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 HW1186
 HW1186  VERT ORDER  -  SECOND    CLASS 0
 HW1186
 HW1186.The horizontal coordinates were scaled from a topographic map and have
 HW1186.an estimated accuracy of +/- 6 seconds.
 HW1186
 HW1186.The orthometric height was determined by differential leveling
 HW1186.and adjusted by the National Geodetic Survey in June 1991..
 HW1186
 HW1186.The geoid height was determined by GEOID03.
 HW1186
 HW1186.The dynamic height is computed by dividing the NAVD 88
 HW1186.geopotential number by the normal gravity value computed on the
 HW1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1186.degrees latitude (g = 980.6199 gals.).
 HW1186
 HW1186.The modeled gravity was interpolated from observed gravity values.
 HW1186
 HW1186;                    North         East    Units  Estimated Accuracy
 HW1186;SPC VA N     - 2,109,920.    3,462,500.      MT  (+/- 180 meters Scaled)
 HW1186
 HW1186                          SUPERSEDED SURVEY CONTROL
 HW1186
 HW1186  NGVD 29 (??/??/92)  363.377  (m)         1192.18   (f) ADJ UNCH    2 0
 HW1186
 HW1186.Superseded values are not recommended for survey control.
 HW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1186.See file dsdata.txt to determine how the superseded data were derived.
 HW1186
 HW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC800806(NAD 83)
 HW1186_MARKER: DB = BENCH MARK DISK
 HW1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1186_STAMPING: F 105 1935
 HW1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1186+STABILITY: SURFACE MOTION
 HW1186
 HW1186  HISTORY     - Date     Condition        Report By
 HW1186  HISTORY     - 1935     MONUMENTED       CGS
 HW1186  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1186
 HW1186                          STATION DESCRIPTION
 HW1186
 HW1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1186'0.7 MI SW FROM FULKS RUN.
 HW1186'0.7 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 818 FROM THE
 HW1186'J.D. CUSTER STORE AT FULKS RUN, ROCKINGHAM COUNTY, AT THE
 HW1186'TOP OF A SMALL HILL, AT THE NORTHEAST CORNER OF A CHURCHYARD AND
 HW1186'CEMETERY, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 817, AND 24
 HW1186'FEET WEST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 817.  A
 HW1186'STANDARD DISK, STAMPED F 105 1935 AND SET IN THE TOP OF A
 HW1186'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0481 ***********************************************************************
 HW0481  DESIGNATION -  F 106
 HW0481  PID         -  HW0481
 HW0481  STATE/COUNTY-  VA/ALBEMARLE
 HW0481  USGS QUAD   -  KESWICK (1984)
 HW0481
 HW0481                         *CURRENT SURVEY CONTROL
 HW0481  ___________________________________________________________________
 HW0481* NAD 83(1986)-  38 03 19.     (N)    078 18 40.     (W)     SCALED    
 HW0481* NAVD 88     -       149.543  (meters)     490.63   (feet)  ADJUSTED  
 HW0481  ___________________________________________________________________
 HW0481  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0481  DYNAMIC HT  -         149.442 (meters)     490.29  (feet)  COMP
 HW0481  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 HW0481
 HW0481  VERT ORDER  -  SECOND    CLASS 0
 HW0481
 HW0481.The horizontal coordinates were scaled from a topographic map and have
 HW0481.an estimated accuracy of +/- 6 seconds.
 HW0481
 HW0481.The orthometric height was determined by differential leveling
 HW0481.and adjusted by the National Geodetic Survey in June 1991..
 HW0481
 HW0481.The geoid height was determined by GEOID03.
 HW0481
 HW0481.The dynamic height is computed by dividing the NAVD 88
 HW0481.geopotential number by the normal gravity value computed on the
 HW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0481.degrees latitude (g = 980.6199 gals.).
 HW0481
 HW0481.The modeled gravity was interpolated from observed gravity values.
 HW0481
 HW0481;                    North         East    Units  Estimated Accuracy
 HW0481;SPC VA S     - 1,191,120.    3,516,580.      MT  (+/- 180 meters Scaled)
 HW0481
 HW0481                          SUPERSEDED SURVEY CONTROL
 HW0481
 HW0481  NGVD 29 (??/??/92)  149.785  (m)          491.42   (f) ADJ UNCH    2 0
 HW0481
 HW0481.Superseded values are not recommended for survey control.
 HW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0481.See file dsdata.txt to determine how the superseded data were derived.
 HW0481
 HW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC359153(NAD 83)
 HW0481_MARKER: DB = BENCH MARK DISK
 HW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0481_STAMPING: F 106 1935
 HW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0481+STABILITY: SURFACE MOTION
 HW0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0481+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 HW0481
 HW0481  HISTORY     - Date     Condition        Report By
 HW0481  HISTORY     - 1935     MONUMENTED       CGS
 HW0481  HISTORY     - 1963     GOOD             NGS
 HW0481  HISTORY     - 20050618 GOOD             GEOCAC
 HW0481
 HW0481                          STATION DESCRIPTION
 HW0481
 HW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0481'AT CISMONT.
 HW0481'AT CISMONT, ALBEMARLE COUNTY, ON STATE HIGHWAY 22, AT THE
 HW0481'INTERSECTION OF SECONDARY STATE HIGHWAY 600, 50 FEET NORTH OF
 HW0481'THE CENTERLINE OF STATE HIGHWAY 22, AND EAST OF THE SECONDARY
 HW0481'HIGHWAY.  A STANDARD DISK, STAMPED F 106 1935 AND SET IN THE TOP
 HW0481'OF A CONCRETE POST.
 HW0481
 HW0481                          STATION RECOVERY (2005)
 HW0481
 HW0481'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HW0481'STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 HW0481'STATE HIGHWAYS 600 AND 22 AS DESCRIBED AND ABOUT 10 FEET NORTH OF A
 HW0481'LARGE OAK TREE, ABOUT 40 INCHES IN DIAMETER.
 HW0481' 
 HW0481'STATION DISK IS SET IN A 9-INCH SQUARE CONCRETE POST, WHICH PROJECTS
 HW0481'ABOUT TWO INCHES.
 HW0481' 
 HW0481'HANDHELD GPS COORDINATES N38 03 19.5, W078 18 40.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0160 ***********************************************************************
 GW0160  DESIGNATION -  F 107
 GW0160  PID         -  GW0160
 GW0160  STATE/COUNTY-  VA/FLUVANNA
 GW0160  USGS QUAD   -  PALMYRA (1974)
 GW0160
 GW0160                         *CURRENT SURVEY CONTROL
 GW0160  ___________________________________________________________________
 GW0160* NAD 83(1986)-  37 48 29.     (N)    078 21 58.     (W)     SCALED    
 GW0160* NAVD 88     -       147.278  (meters)     483.19   (feet)  ADJUSTED  
 GW0160  ___________________________________________________________________
 GW0160  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW0160  DYNAMIC HT  -         147.177 (meters)     482.86  (feet)  COMP
 GW0160  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 GW0160
 GW0160  VERT ORDER  -  SECOND    CLASS 0
 GW0160
 GW0160.The horizontal coordinates were scaled from a topographic map and have
 GW0160.an estimated accuracy of +/- 6 seconds.
 GW0160
 GW0160.The orthometric height was determined by differential leveling
 GW0160.and adjusted by the National Geodetic Survey in June 1991..
 GW0160
 GW0160.The geoid height was determined by GEOID03.
 GW0160
 GW0160.The dynamic height is computed by dividing the NAVD 88
 GW0160.geopotential number by the normal gravity value computed on the
 GW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0160.degrees latitude (g = 980.6199 gals.).
 GW0160
 GW0160.The modeled gravity was interpolated from observed gravity values.
 GW0160
 GW0160;                    North         East    Units  Estimated Accuracy
 GW0160;SPC VA S     - 1,163,670.    3,511,790.      MT  (+/- 180 meters Scaled)
 GW0160
 GW0160                          SUPERSEDED SURVEY CONTROL
 GW0160
 GW0160  NGVD 29 (??/??/92)  147.564  (m)          484.13   (f) ADJ UNCH    2 0
 GW0160
 GW0160.Superseded values are not recommended for survey control.
 GW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0160.See file dsdata.txt to determine how the superseded data were derived.
 GW0160
 GW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB318877(NAD 83)
 GW0160_MARKER: DB = BENCH MARK DISK
 GW0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0160_STAMPING: F 107 1935
 GW0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0160+STABILITY: SURFACE MOTION
 GW0160
 GW0160  HISTORY     - Date     Condition        Report By
 GW0160  HISTORY     - 1935     MONUMENTED       CGS
 GW0160  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0160  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW0160  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 GW0160
 GW0160                          STATION DESCRIPTION
 GW0160
 GW0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0160'0.4 MI NW FROM KIDDS STORE.
 GW0160'0.4 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 620 FROM THE
 GW0160'JUNCTION OF STATE HIGHWAY 6 AT KIDDS STORE, FLUVANNA COUNTY, 0.1
 GW0160'MILE SOUTH OF A SMALL YELLOW FARMHOUSE ON THE WEST SIDE OF THE
 GW0160'HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GW0160'ACROSS THE HIGHWAY FROM A DRIVEWAY TO A SMALL CABIN.  A STANDARD
 GW0160'DISK, STAMPED F 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GW0160
 GW0160                          STATION RECOVERY (1998)
 GW0160
 GW0160'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0160'MARK NOT FOUND.
 GW0160
 GW0160                          STATION RECOVERY (2003)
 GW0160
 GW0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0562 ***********************************************************************
 GY0562  DESIGNATION -  F 108
 GY0562  PID         -  GY0562
 GY0562  STATE/COUNTY-  VA/DICKENSON
 GY0562  USGS QUAD   -  ELKHORN CITY (1978)
 GY0562
 GY0562                         *CURRENT SURVEY CONTROL
 GY0562  ___________________________________________________________________
 GY0562* NAD 83(1986)-  37 15 58.     (N)    082 18 53.     (W)     SCALED    
 GY0562* NAVD 88     -       352.095  (meters)    1155.16   (feet)  ADJUSTED  
 GY0562  ___________________________________________________________________
 GY0562  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GY0562  DYNAMIC HT  -         351.805 (meters)    1154.21  (feet)  COMP
 GY0562  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 GY0562
 GY0562  VERT ORDER  -  SECOND    CLASS 0
 GY0562
 GY0562.The horizontal coordinates were scaled from a topographic map and have
 GY0562.an estimated accuracy of +/- 6 seconds.
 GY0562
 GY0562.The orthometric height was determined by differential leveling
 GY0562.and adjusted by the National Geodetic Survey in June 1991..
 GY0562.WARNING-Repeat measurements at this control monument indicate possible
 GY0562.vertical movement.
 GY0562
 GY0562.The geoid height was determined by GEOID03.
 GY0562
 GY0562.The dynamic height is computed by dividing the NAVD 88
 GY0562.geopotential number by the normal gravity value computed on the
 GY0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0562.degrees latitude (g = 980.6199 gals.).
 GY0562
 GY0562.The modeled gravity was interpolated from observed gravity values.
 GY0562
 GY0562;                    North         East    Units  Estimated Accuracy
 GY0562;SPC VA S     - 1,110,350.    3,161,740.      MT  (+/- 180 meters Scaled)
 GY0562
 GY0562                          SUPERSEDED SURVEY CONTROL
 GY0562
 GY0562  NGVD 29 (??/??/92)  352.278  (m)         1155.77   (f) ADJ UNCH    2 0
 GY0562
 GY0562.Superseded values are not recommended for survey control.
 GY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0562.See file dsdata.txt to determine how the superseded data were derived.
 GY0562
 GY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB834252(NAD 83)
 GY0562_MARKER: DB = BENCH MARK DISK
 GY0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0562_SP_SET: CULVERT
 GY0562_STAMPING: F 108 1935
 GY0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0562
 GY0562  HISTORY     - Date     Condition        Report By
 GY0562  HISTORY     - 1935     MONUMENTED       CGS
 GY0562  HISTORY     - 1958     POOR             NGS
 GY0562
 GY0562                          STATION DESCRIPTION
 GY0562
 GY0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0562'5.4 MI N FROM ELKHORN CITY.
 GY0562'5.35 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0562'END OF THE RUSSELL TUNNEL AT HAYSI, 0.1 MILE SOUTHWEST OF
 GY0562'MILEPOST 6, 4 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE EAST
 GY0562'END OF THE NORTH HEAD WALL FOR A 24-INCH PIPE CULVERT, 1 FOOT
 GY0562'WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 2 FEET BELOW
 GY0562'THE LEVEL OF THE TRACK.  NOTE-- THE HEAD WALL IS BROKEN IN TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0166 ***********************************************************************
 GA0166  DESIGNATION -  F 109
 GA0166  PID         -  GA0166
 GA0166  STATE/COUNTY-  VA/RUSSELL
 GA0166  USGS QUAD   -  ST PAUL (1991)
 GA0166
 GA0166                         *CURRENT SURVEY CONTROL
 GA0166  ___________________________________________________________________
 GA0166* NAD 83(1986)-  36 55 25.     (N)    082 17 07.     (W)     SCALED    
 GA0166* NAVD 88     -       478.366  (meters)    1569.44   (feet)  ADJUSTED  
 GA0166  ___________________________________________________________________
 GA0166  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GA0166  DYNAMIC HT  -         477.945 (meters)    1568.06  (feet)  COMP
 GA0166  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 GA0166
 GA0166  VERT ORDER  -  SECOND    CLASS 0
 GA0166
 GA0166.The horizontal coordinates were scaled from a topographic map and have
 GA0166.an estimated accuracy of +/- 6 seconds.
 GA0166
 GA0166.The orthometric height was determined by differential leveling
 GA0166.and adjusted by the National Geodetic Survey in June 1991..
 GA0166
 GA0166.The geoid height was determined by GEOID03.
 GA0166
 GA0166.The dynamic height is computed by dividing the NAVD 88
 GA0166.geopotential number by the normal gravity value computed on the
 GA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0166.degrees latitude (g = 980.6199 gals.).
 GA0166
 GA0166.The modeled gravity was interpolated from observed gravity values.
 GA0166
 GA0166;                    North         East    Units  Estimated Accuracy
 GA0166;SPC VA S     - 1,072,270.    3,162,830.      MT  (+/- 180 meters Scaled)
 GA0166
 GA0166                          SUPERSEDED SURVEY CONTROL
 GA0166
 GA0166  NGVD 29 (??/??/92)  478.517  (m)         1569.93   (f) ADJ UNCH    2 0
 GA0166
 GA0166.Superseded values are not recommended for survey control.
 GA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0166.See file dsdata.txt to determine how the superseded data were derived.
 GA0166
 GA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA855871(NAD 83)
 GA0166_MARKER: DB = BENCH MARK DISK
 GA0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0166_STAMPING: F 109 1935
 GA0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0166+STABILITY: SURFACE MOTION
 GA0166
 GA0166  HISTORY     - Date     Condition        Report By
 GA0166  HISTORY     - 1935     MONUMENTED       CGS
 GA0166  HISTORY     - 1958     GOOD             NGS
 GA0166
 GA0166                          STATION DESCRIPTION
 GA0166
 GA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0166'2.4 MI N FROM ST PAUL.
 GA0166'2.45 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0166'AT ST PAUL, AT MILEPOST 40, BETWEEN THE TRACK AND STATE HIGHWAY
 GA0166'64, ON THE OUTSIDE AND AT THE SOUTH END OF A CURVE WITH TANGENTS
 GA0166'EXTENDING SOUTH AND NORTHEAST, 22 FEET WEST OF THE WEST RAIL,
 GA0166'41 1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 47 1/2 FEET
 GA0166'NORTH-NORTHWEST OF THE MILEPOST, 10 FEET SOUTH OF THE FIRST
 GA0166'TELEPHONE POLE NORTH OF THE MILEPOST, 1 1/2 FEET SOUTH OF A STEEL
 GA0166'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 GA0166'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3479 ***********************************************************************
 HV3479  DESIGNATION -  F 110
 HV3479  PID         -  HV3479
 HV3479  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3479  USGS QUAD   -  LADYSMITH (1979)
 HV3479
 HV3479                         *CURRENT SURVEY CONTROL
 HV3479  ___________________________________________________________________
 HV3479* NAD 83(1986)-  38 05 57.     (N)    077 35 45.     (W)     SCALED    
 HV3479* NAVD 88     -        83.77   (+/-2cm)     274.8    (feet)  VERTCON   
 HV3479  ___________________________________________________________________
 HV3479  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV3479
 HV3479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HV3479
 HV3479.The horizontal coordinates were scaled from a topographic map and have
 HV3479.an estimated accuracy of +/- 6 seconds.
 HV3479
 HV3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV3479.The vertical order pertains to the NGVD 29 superseded value.
 HV3479
 HV3479.The geoid height was determined by GEOID03.
 HV3479
 HV3479;                    North         East    Units  Estimated Accuracy
 HV3479;SPC VA N     - 2,048,400.    3,579,310.      MT  (+/- 180 meters Scaled)
 HV3479
 HV3479                          SUPERSEDED SURVEY CONTROL
 HV3479
 HV3479  NGVD 29 (??/??/??)   84.056  (m)          275.77   (f) ADJUSTED    2 0
 HV3479
 HV3479.Superseded values are not recommended for survey control.
 HV3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3479.See file dsdata.txt to determine how the superseded data were derived.
 HV3479
 HV3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH723200(NAD 83)
 HV3479_MARKER: DB = BENCH MARK DISK
 HV3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3479_STAMPING: F 110 1935
 HV3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3479+STABILITY: SURFACE MOTION
 HV3479
 HV3479  HISTORY     - Date     Condition        Report By
 HV3479  HISTORY     - 1935     MONUMENTED       CGS
 HV3479  HISTORY     - 1962     GOOD             CGS
 HV3479  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV3479  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 HV3479
 HV3479                          STATION DESCRIPTION
 HV3479
 HV3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3479'1.7 MI NW FROM MARYE.
 HV3479'1.7 MILES NORTHWEST ALONG COUNTY ROAD 647 FROM THE HIGH SCHOOL
 HV3479'AT MARYE, SPOTSYLVANIA COUNTY, ABOUT 0.3 MILE NORTH OF A HOUSE,
 HV3479'AT THE JUNCTION OF COUNTY ROAD 605, 18 FEET WEST OF THE CENTER
 HV3479'LINE OF COUNTY ROAD 647, AND 28 FEET NORTH OF A GATE TO A
 HV3479'PRIVATE DRIVE.  A STANDARD DISK, STAMPED F 110 1935 AND SET IN
 HV3479'THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIPTION SHOULD READ
 HV3479'JUNCTION OF COUNTY ROAD 605 AT MARYE.  A STEEL WITNESS POST WAS
 HV3479'SET 1.5 FEET SOUTHWEST OF MARK.
 HV3479
 HV3479                          STATION RECOVERY (1995)
 HV3479
 HV3479'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3479'MARK NOT FOUND.
 HV3479
 HV3479                          STATION RECOVERY (1998)
 HV3479
 HV3479'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2484 ***********************************************************************
 GV2484  DESIGNATION -  F 111
 GV2484  PID         -  GV2484
 GV2484  STATE/COUNTY-  VA/LOUISA
 GV2484  USGS QUAD   -  PENDLETON (1987)
 GV2484
 GV2484                         *CURRENT SURVEY CONTROL
 GV2484  ___________________________________________________________________
 GV2484* NAD 83(1986)-  37 58 08.     (N)    077 54 01.     (W)     SCALED    
 GV2484* NAVD 88     -       131.650  (meters)     431.92   (feet)  ADJUSTED  
 GV2484  ___________________________________________________________________
 GV2484  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GV2484  DYNAMIC HT  -         131.563 (meters)     431.64  (feet)  COMP
 GV2484  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 GV2484
 GV2484  VERT ORDER  -  SECOND    CLASS 0
 GV2484
 GV2484.The horizontal coordinates were scaled from a topographic map and have
 GV2484.an estimated accuracy of +/- 6 seconds.
 GV2484
 GV2484.The orthometric height was determined by differential leveling
 GV2484.and adjusted by the National Geodetic Survey in June 1991..
 GV2484
 GV2484.The geoid height was determined by GEOID03.
 GV2484
 GV2484.The dynamic height is computed by dividing the NAVD 88
 GV2484.geopotential number by the normal gravity value computed on the
 GV2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2484.degrees latitude (g = 980.6199 gals.).
 GV2484
 GV2484.The modeled gravity was interpolated from observed gravity values.
 GV2484
 GV2484;                    North         East    Units  Estimated Accuracy
 GV2484;SPC VA S     - 1,181,680.    3,552,700.      MT  (+/- 180 meters Scaled)
 GV2484
 GV2484                          SUPERSEDED SURVEY CONTROL
 GV2484
 GV2484  NGVD 29 (??/??/??)  131.888  (m)          432.70   (f) ADJUSTED    2 0
 GV2484
 GV2484.Superseded values are not recommended for survey control.
 GV2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2484.See file dsdata.txt to determine how the superseded data were derived.
 GV2484
 GV2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH452063(NAD 83)
 GV2484_MARKER: DB = BENCH MARK DISK
 GV2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2484_STAMPING: F 111 1935
 GV2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2484+STABILITY: SURFACE MOTION
 GV2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2484+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 GV2484
 GV2484  HISTORY     - Date     Condition        Report By
 GV2484  HISTORY     - 1935     MONUMENTED       CGS
 GV2484  HISTORY     - 1962     GOOD             CGS
 GV2484  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2484  HISTORY     - 20021008 GOOD             USPSQD
 GV2484  HISTORY     - 20060327 GOOD             USPSQD
 GV2484
 GV2484                          STATION DESCRIPTION
 GV2484
 GV2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV2484'2 MI S FROM PENDLETON.
 GV2484'2.0 MILES SOUTH ALONG U.S. HIGHWAY 33 FROM THE CROSSING OF
 GV2484'THE CHESAPEAKE AND OHIO RAILWAY AT PENDLETON, LOUISA COUNTY,
 GV2484'ABOUT 1/4 MILE SOUTHOF EBENEZER CHURCH, AT A DIRT-ROAD INTERSECTION,
 GV2484'60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET NORTH OF
 GV2484'THE CENTERLINE OF THE ROAD, AND 6 FEET EAST OF THE CENTERLINE
 GV2484'OF A PRIVATE ROAD LEADING NORTH.  A STANDARD DISK, STAMPED
 GV2484'F 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV2484'NOTE-THE HIGHWAY IS NOW US 522.  THE MARK IS 33 FT NW OF THE
 GV2484'CENTERLINE OF HIGHWAY AND 10 FT NE OF THE CENTER OF DRIVEWAY.
 GV2484
 GV2484                          STATION RECOVERY (1998)
 GV2484
 GV2484'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2484'MARK NOT FOUND.
 GV2484
 GV2484                          STATION RECOVERY (2002)
 GV2484
 GV2484'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV2484' 
 GV2484' 
 GV2484' 
 GV2484
 GV2484                          STATION RECOVERY (2006)
 GV2484
 GV2484'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2484'THE MARK IS 33FT NORTHWEST OF THE CENTERLINE OF ROUTE 33 AND 10 FT
 GV2484'NORTHEAST OF THE CENTER OF THE DRIVEWAY OF A HOUSE AT 582.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2605 ***********************************************************************
 GV2605  DESIGNATION -  F 112
 GV2605  PID         -  GV2605
 GV2605  STATE/COUNTY-  VA/LOUISA
 GV2605  USGS QUAD   -  DABNEYS (1980)
 GV2605
 GV2605                         *CURRENT SURVEY CONTROL
 GV2605  ___________________________________________________________________
 GV2605* NAD 83(1986)-  37 46 53.     (N)    077 47 21.     (W)     SCALED    
 GV2605* NAVD 88     -        67.146  (meters)     220.29   (feet)  ADJUSTED  
 GV2605  ___________________________________________________________________
 GV2605  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GV2605  DYNAMIC HT  -          67.101 (meters)     220.15  (feet)  COMP
 GV2605  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 GV2605
 GV2605  VERT ORDER  -  SECOND    CLASS 0
 GV2605
 GV2605.The horizontal coordinates were scaled from a topographic map and have
 GV2605.an estimated accuracy of +/- 6 seconds.
 GV2605
 GV2605.The orthometric height was determined by differential leveling
 GV2605.and adjusted by the National Geodetic Survey in June 1991..
 GV2605
 GV2605.The geoid height was determined by GEOID03.
 GV2605
 GV2605.The dynamic height is computed by dividing the NAVD 88
 GV2605.geopotential number by the normal gravity value computed on the
 GV2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2605.degrees latitude (g = 980.6199 gals.).
 GV2605
 GV2605.The modeled gravity was interpolated from observed gravity values.
 GV2605
 GV2605;                    North         East    Units  Estimated Accuracy
 GV2605;SPC VA S     - 1,160,940.    3,562,620.      MT  (+/- 180 meters Scaled)
 GV2605
 GV2605                          SUPERSEDED SURVEY CONTROL
 GV2605
 GV2605  NGVD 29 (??/??/??)   67.427  (m)          221.22   (f) ADJUSTED    2 0
 GV2605
 GV2605.Superseded values are not recommended for survey control.
 GV2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2605.See file dsdata.txt to determine how the superseded data were derived.
 GV2605
 GV2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG543852(NAD 83)
 GV2605_MARKER: DB = BENCH MARK DISK
 GV2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2605_STAMPING: F 112 1935
 GV2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2605+STABILITY: SURFACE MOTION
 GV2605
 GV2605  HISTORY     - Date     Condition        Report By
 GV2605  HISTORY     - 1935     MONUMENTED       CGS
 GV2605  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2605  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 GV2605
 GV2605                          STATION DESCRIPTION
 GV2605
 GV2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2605'2 MI SE FROM INEZ.
 GV2605'2 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 635 FROM INEZ,
 GV2605'LOUISA COUNTY, AT A RIGHT-ANGLE TURN IN THE HIGHWAY, ON THE
 GV2605'OUTSIDE OF THE TURN, IN THE TRIANGLE AT THE JUNCTION OF A
 GV2605'DIRT ROAD LEADING NORTHEAST, AND 15 FEET EAST OF THE CENTERLINE
 GV2605'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 112 1935 AND SET
 GV2605'IN THE TOP OF A CONCRETE POST.  THIS MARK IS ALSO 5.4 MILES
 GV2605'NORTHEAST OF PERKINSVILLE.
 GV2605
 GV2605                          STATION RECOVERY (1998)
 GV2605
 GV2605'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2605'MARK NOT FOUND.
 GV2605
 GV2605                          STATION RECOVERY (2003)
 GV2605
 GV2605'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV2605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2653 ***********************************************************************
 HV2653  DESIGNATION -  F 114
 HV2653  PID         -  HV2653
 HV2653  STATE/COUNTY-  VA/FAIRFAX
 HV2653  USGS QUAD   -  FAIRFAX (1994)
 HV2653
 HV2653                         *CURRENT SURVEY CONTROL
 HV2653  ___________________________________________________________________
 HV2653* NAD 83(1986)-  38 47 02.     (N)    077 16 47.     (W)     SCALED    
 HV2653* NAVD 88     -       103.599  (meters)     339.89   (feet)  ADJUSTED  
 HV2653  ___________________________________________________________________
 HV2653  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2653  DYNAMIC HT  -         103.542 (meters)     339.70  (feet)  COMP
 HV2653  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 HV2653
 HV2653  VERT ORDER  -  SECOND    CLASS 0
 HV2653
 HV2653.The horizontal coordinates were scaled from a topographic map and have
 HV2653.an estimated accuracy of +/- 6 seconds.
 HV2653
 HV2653.The orthometric height was determined by differential leveling
 HV2653.and adjusted by the National Geodetic Survey in June 1991..
 HV2653
 HV2653.The geoid height was determined by GEOID03.
 HV2653
 HV2653.The dynamic height is computed by dividing the NAVD 88
 HV2653.geopotential number by the normal gravity value computed on the
 HV2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2653.degrees latitude (g = 980.6199 gals.).
 HV2653
 HV2653.The modeled gravity was interpolated from observed gravity values.
 HV2653
 HV2653;                    North         East    Units  Estimated Accuracy
 HV2653;SPC VA N     - 2,124,720.    3,606,020.      MT  (+/- 180 meters Scaled)
 HV2653
 HV2653                          SUPERSEDED SURVEY CONTROL
 HV2653
 HV2653  NGVD 29 (??/??/??)  103.844  (m)          340.69   (f) ADJUSTED    2 0
 HV2653
 HV2653.Superseded values are not recommended for survey control.
 HV2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2653.See file dsdata.txt to determine how the superseded data were derived.
 HV2653
 HV2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH019952(NAD 83)
 HV2653_MARKER: DB = BENCH MARK DISK
 HV2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2653_STAMPING: F 114 1935
 HV2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2653+STABILITY: SURFACE MOTION
 HV2653
 HV2653  HISTORY     - Date     Condition        Report By
 HV2653  HISTORY     - 1935     MONUMENTED       CGS
 HV2653  HISTORY     - 1951     GOOD             CGS
 HV2653  HISTORY     - 1951     GOOD             CGS
 HV2653
 HV2653                          STATION DESCRIPTION
 HV2653
 HV2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2653'1 MI SW FROM BURKE.
 HV2653'1.0 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 645 FROM BURKE,
 HV2653'FAIRFAX COUNTY, 150 FEET SOUTH OF THE JUNCTION OF SECONDARY
 HV2653'STATE HIGHWAY 643 LEADING SOUTHEAST, AND 27 FEET WEST OF THE CENTER
 HV2653'LINE OF SECONDARY STATE HIGHWAY 645.  A STANDARD DISK, STAMPED
 HV2653'F 114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HV2653
 HV2653                          STATION RECOVERY (1951)
 HV2653
 HV2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV2653'STATION IS ABOUT 1 MILE SW OF BURKE POST OFFICE ALONG SECONDARY
 HV2653'STATE HIGHWAY 645.
 HV2653'
 HV2653'TO REACH THE STATION FROM THE POST OFFICE, PROCEED SW ON
 HV2653'MACADAM ROAD FOR 0.85 MILE TO Y-ROAD (JUNCTION SECONDARY
 HV2653'STATE HIGHWAY 643).  KEEP RIGHT ON MACADAM ROAD (HIGHWAY
 HV2653'645) FOR APPROXIMATELY 100 FEET TO FIRST DRIVEWAY TO THE
 HV2653'RIGHT (NW).  STATION IS ON S EDGE OF DRIVEWAY, 22.0 FEET
 HV2653'NW OF CENTER LINE OF HIGHWAY 645, AND 7.5 FEET NE OF CENTER
 HV2653'LINE OF DRIVEWAY.
 HV2653'
 HV2653'MARK IS A STANDARD TRAVERSE BENCH-MARK DISK SET IN CONCRETE
 HV2653'AND STAMPED F 114 1935.  IT PROJECTS 10 INCHES AND IS 2
 HV2653'FEET SE OF A WHITE WOODEN WITNESS POST.
 HV2653'
 HV2653'TRAVERSE STATION F 114 AZ. MK., 1951, IS VISIBLE FROM THE
 HV2653'GROUND AT THIS STATION.
 HV2653
 HV2653                          STATION RECOVERY (1951)
 HV2653
 HV2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 HV2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2654 ***********************************************************************
 HV2654  DESIGNATION -  F 114 RESET
 HV2654  PID         -  HV2654
 HV2654  STATE/COUNTY-  VA/FAIRFAX
 HV2654  USGS QUAD   -  FAIRFAX (1994)
 HV2654
 HV2654                         *CURRENT SURVEY CONTROL
 HV2654  ___________________________________________________________________
 HV2654* NAD 83(1986)-  38 47 01.     (N)    077 16 47.     (W)     SCALED    
 HV2654* NAVD 88     -       102.274  (meters)     335.54   (feet)  ADJUSTED  
 HV2654  ___________________________________________________________________
 HV2654  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2654  DYNAMIC HT  -         102.217 (meters)     335.36  (feet)  COMP
 HV2654  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 HV2654
 HV2654  VERT ORDER  -  THIRD
 HV2654
 HV2654.The horizontal coordinates were scaled from a topographic map and have
 HV2654.an estimated accuracy of +/- 6 seconds.
 HV2654
 HV2654.The orthometric height was determined by differential leveling
 HV2654.and adjusted by the National Geodetic Survey in September 2004..
 HV2654.No vertical observational check was made to the station.
 HV2654
 HV2654.The geoid height was determined by GEOID03.
 HV2654
 HV2654.The dynamic height is computed by dividing the NAVD 88
 HV2654.geopotential number by the normal gravity value computed on the
 HV2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2654.degrees latitude (g = 980.6199 gals.).
 HV2654
 HV2654.The modeled gravity was interpolated from observed gravity values.
 HV2654
 HV2654;                    North         East    Units  Estimated Accuracy
 HV2654;SPC VA N     - 2,124,690.    3,606,020.      MT  (+/- 180 meters Scaled)
 HV2654
 HV2654                          SUPERSEDED SURVEY CONTROL
 HV2654
 HV2654  NGVD 29 (??/??/??)  102.53   (m)          336.4    (f) RESET       3  
 HV2654
 HV2654.Superseded values are not recommended for survey control.
 HV2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2654.See file dsdata.txt to determine how the superseded data were derived.
 HV2654
 HV2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH019952(NAD 83)
 HV2654_MARKER: DB = BENCH MARK DISK
 HV2654_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV2654+WITH SETTING: PAVEMENT
 HV2654_SP_SET: SIGN BASE
 HV2654_STAMPING: F 114 RESET 1973
 HV2654_MARK LOGO: NGS   
 HV2654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2654
 HV2654  HISTORY     - Date     Condition        Report By
 HV2654  HISTORY     - 1973     MONUMENTED       VADH
 HV2654  HISTORY     - 19920120 GOOD             MSI
 HV2654
 HV2654                          STATION DESCRIPTION
 HV2654
 HV2654'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973
 HV2654'1 MI SW FROM BURKE.
 HV2654'1.0 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 645 FROM BURKE,
 HV2654'FAIRFAX COUNTY, 225 FT NORTH OF THE JUNCTION OF SECONDARY STATE
 HV2654'HIGHWAY 643 LEADING SOUTHEAST, 100 FT EAST OF THE CENTER LINE
 HV2654'OF SECONDARY STATE HIGHWAY 645, SET IN THE N.W. YARD OF BURKE
 HV2654'ELEM. SCHOOL, 30 FT N.E. OF VEPCO POLE 1A110-4 AND 54 FT FROM
 HV2654'STEPS LEADING INTO SCHOOL BUILDING, AND SET 2 FT S.E. OF A
 HV2654'8 1/2 X 1 1/2 FT. BRICK SIGN STAND.  A STANDARD DISK STAMPED F 114
 HV2654'RESET 1973 SET IN TOP OF A CONCRETE BASE FLUSH WITH THE GROUND.
 HV2654
 HV2654                          STATION RECOVERY (1992)
 HV2654
 HV2654'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2654'1.0 MILE (1.6 KM) SOUTHWEST ALONG SECONDARY STATE HIGHWAY 645 FROM
 HV2654'BURKE, FAIRFAX COUNTY, 225 FT (68.6 M) NORTH OF THE JUNCTION OF
 HV2654'SECONDARY STATE HIGHWAY 643 LEADING SOUTHEAST, 100 FT (30.5 M) EAST
 HV2654'OF THE CENTER LINE OF SECONDARY STATE HIGHWAY 645, SET IN THE NW YARD
 HV2654'OF BURKE ELEMENTARY SCHOOL, 30 FT (9.1 M) NE OF VEPCO POLE 1A110-4
 HV2654'AND 54 FT (16.5 M) FROM STEPS LEADING INTO SCHOOL BUILDING, AND SET 2
 HV2654'FT (0.6 M) SE OF A 8-1/2 X 1-1/2 FT BRICK SIGN STAND, IN THE TOP
 HV2654'CONCRETE BASE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2578 ***********************************************************************
 HV2578  DESIGNATION -  F 115
 HV2578  PID         -  HV2578
 HV2578  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2578  USGS QUAD   -  INDEPENDENT HILL (1994)
 HV2578
 HV2578                         *CURRENT SURVEY CONTROL
 HV2578  ___________________________________________________________________
 HV2578* NAD 83(1986)-  38 39 57.     (N)    077 24 14.     (W)     SCALED    
 HV2578* NAVD 88     -       118.884  (meters)     390.04   (feet)  ADJUSTED  
 HV2578  ___________________________________________________________________
 HV2578  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV2578  DYNAMIC HT  -         118.815 (meters)     389.81  (feet)  COMP
 HV2578  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 HV2578
 HV2578  VERT ORDER  -  SECOND    CLASS 0
 HV2578
 HV2578.The horizontal coordinates were scaled from a topographic map and have
 HV2578.an estimated accuracy of +/- 6 seconds.
 HV2578
 HV2578.The orthometric height was determined by differential leveling
 HV2578.and adjusted by the National Geodetic Survey in June 1991..
 HV2578
 HV2578.The geoid height was determined by GEOID03.
 HV2578
 HV2578.The dynamic height is computed by dividing the NAVD 88
 HV2578.geopotential number by the normal gravity value computed on the
 HV2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2578.degrees latitude (g = 980.6199 gals.).
 HV2578
 HV2578.The modeled gravity was interpolated from observed gravity values.
 HV2578
 HV2578;                    North         East    Units  Estimated Accuracy
 HV2578;SPC VA N     - 2,111,480.    3,595,390.      MT  (+/- 180 meters Scaled)
 HV2578
 HV2578                          SUPERSEDED SURVEY CONTROL
 HV2578
 HV2578  NGVD 29 (??/??/??)  119.128  (m)          390.84   (f) ADJUSTED    2 0
 HV2578
 HV2578.Superseded values are not recommended for survey control.
 HV2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2578.See file dsdata.txt to determine how the superseded data were derived.
 HV2578
 HV2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH908824(NAD 83)
 HV2578_MARKER: DB = BENCH MARK DISK
 HV2578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2578_SP_SET: CULVERT
 HV2578_STAMPING: F 115 1935
 HV2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2578
 HV2578  HISTORY     - Date     Condition        Report By
 HV2578  HISTORY     - 1935     MONUMENTED       CGS
 HV2578
 HV2578                          STATION DESCRIPTION
 HV2578
 HV2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2578'1.8 MI N FROM INDEPENDENT HILL.
 HV2578'1.8 MILES NORTH ALONG STATE HIGHWAY 234 FROM INDEPENDENT HILL,
 HV2578'PRINCE WILLAIM COUNTY, THENCE 2.2 MILES EAST ALONG SECONDARY
 HV2578'STATE HIGHWAY 642, 0.2 MILE SOUTH OF THE JUNCTION OF SECONDARY
 HV2578'STATE HIGHWAY 643, 0.2 MILE NORTH OF ST. MARYS CHURCH, AT THE
 HV2578'FOOT OF A HILL, AT THE WEST EDGE OF A CLEARING, 60 FEET EAST OF
 HV2578'A HOUSE, AT A CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND
 HV2578'16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 HV2578'DISK, STAMPED F 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2624 ***********************************************************************
 HV2624  DESIGNATION -  F 116
 HV2624  PID         -  HV2624
 HV2624  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2624  USGS QUAD   -  QUANTICO (1994)
 HV2624
 HV2624                         *CURRENT SURVEY CONTROL
 HV2624  ___________________________________________________________________
 HV2624* NAD 83(1986)-  38 36 20.     (N)    077 21 12.     (W)     SCALED    
 HV2624* NAVD 88     -        81.194  (meters)     266.38   (feet)  ADJUSTED  
 HV2624  ___________________________________________________________________
 HV2624  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV2624  DYNAMIC HT  -          81.147 (meters)     266.23  (feet)  COMP
 HV2624  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HV2624
 HV2624  VERT ORDER  -  SECOND    CLASS 0
 HV2624
 HV2624.The horizontal coordinates were scaled from a topographic map and have
 HV2624.an estimated accuracy of +/- 6 seconds.
 HV2624
 HV2624.The orthometric height was determined by differential leveling
 HV2624.and adjusted by the National Geodetic Survey in June 1991..
 HV2624
 HV2624.The geoid height was determined by GEOID03.
 HV2624
 HV2624.The dynamic height is computed by dividing the NAVD 88
 HV2624.geopotential number by the normal gravity value computed on the
 HV2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2624.degrees latitude (g = 980.6199 gals.).
 HV2624
 HV2624.The modeled gravity was interpolated from observed gravity values.
 HV2624
 HV2624;                    North         East    Units  Estimated Accuracy
 HV2624;SPC VA N     - 2,104,840.    3,599,870.      MT  (+/- 180 meters Scaled)
 HV2624
 HV2624                          SUPERSEDED SURVEY CONTROL
 HV2624
 HV2624  NGVD 29 (??/??/??)   81.454  (m)          267.24   (f) ADJUSTED    2 0
 HV2624
 HV2624.Superseded values are not recommended for survey control.
 HV2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2624.See file dsdata.txt to determine how the superseded data were derived.
 HV2624
 HV2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH950756(NAD 83)
 HV2624_MARKER: DB = BENCH MARK DISK
 HV2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2624_STAMPING: F 116 1935
 HV2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2624+STABILITY: SURFACE MOTION
 HV2624
 HV2624  HISTORY     - Date     Condition        Report By
 HV2624  HISTORY     - 1935     MONUMENTED       CGS
 HV2624  HISTORY     - 1966     GOOD             CGS
 HV2624
 HV2624                          STATION DESCRIPTION
 HV2624
 HV2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HV2624'3.5 MI NW FROM DUMFRIES.
 HV2624'ABOUT 3.3 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 234 FROM THE
 HV2624'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 234, 1.0 MILE NORTH
 HV2624'OF DUMFRIES, ABOUT 250 FEET NORTH AND ACROSS THE NEW HIGHWAY FROM
 HV2624'COUNTY ROUTE 632, 25 FEET SOUTH OF THE CENTER OF A OLD GRAVELED
 HV2624'ROAD, 1 FOOT WEST OF THE WITNESS POST AND ABOUT 15 FEET LOWER THAN
 HV2624'THE NEW HIGHWAY.  A STANDARD DISK STAMPED, F 116 1935, SET IN THE
 HV2624'TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3941 ***********************************************************************
 HV3941  DESIGNATION -  F 117
 HV3941  PID         -  HV3941
 HV3941  STATE/COUNTY-  VA/FAUQUIER
 HV3941  USGS QUAD   -  MIDLAND (1983)
 HV3941
 HV3941                         *CURRENT SURVEY CONTROL
 HV3941  ___________________________________________________________________
 HV3941* NAD 83(1986)-  38 30 34.     (N)    077 42 43.     (W)     SCALED    
 HV3941* NAVD 88     -       117.436  (meters)     385.29   (feet)  ADJUSTED  
 HV3941  ___________________________________________________________________
 HV3941  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3941  DYNAMIC HT  -         117.367 (meters)     385.06  (feet)  COMP
 HV3941  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 HV3941
 HV3941  VERT ORDER  -  SECOND    CLASS 0
 HV3941
 HV3941.The horizontal coordinates were scaled from a topographic map and have
 HV3941.an estimated accuracy of +/- 6 seconds.
 HV3941
 HV3941.The orthometric height was determined by differential leveling
 HV3941.and adjusted by the National Geodetic Survey in June 1991..
 HV3941
 HV3941.The geoid height was determined by GEOID03.
 HV3941
 HV3941.The dynamic height is computed by dividing the NAVD 88
 HV3941.geopotential number by the normal gravity value computed on the
 HV3941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3941.degrees latitude (g = 980.6199 gals.).
 HV3941
 HV3941.The modeled gravity was interpolated from observed gravity values.
 HV3941
 HV3941;                    North         East    Units  Estimated Accuracy
 HV3941;SPC VA N     - 2,093,840.    3,568,730.      MT  (+/- 180 meters Scaled)
 HV3941
 HV3941                          SUPERSEDED SURVEY CONTROL
 HV3941
 HV3941  NGVD 29 (??/??/??)  117.678  (m)          386.08   (f) ADJUSTED    2 0
 HV3941
 HV3941.Superseded values are not recommended for survey control.
 HV3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3941.See file dsdata.txt to determine how the superseded data were derived.
 HV3941
 HV3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH635658(NAD 83)
 HV3941_MARKER: DB = BENCH MARK DISK
 HV3941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3941_STAMPING: F 117 1935
 HV3941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3941+STABILITY: SURFACE MOTION
 HV3941
 HV3941  HISTORY     - Date     Condition        Report By
 HV3941  HISTORY     - 1935     MONUMENTED       CGS
 HV3941  HISTORY     - 1941     GOOD             CGS
 HV3941
 HV3941                          STATION DESCRIPTION
 HV3941
 HV3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3941'1.3 MI NW FROM MORRISVILLE.
 HV3941'ON STATE ROAD 17, 60 FEET WEST OF A FILLING STATION, 25 FEET
 HV3941'NORTH OF THE CENTERLINE OF THE ROAD AND AT A PROPERTY CORNER.
 HV3941
 HV3941                          STATION RECOVERY (1941)
 HV3941
 HV3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3942 ***********************************************************************
 HV3942  DESIGNATION -  F 117 RESET 1960
 HV3942  PID         -  HV3942
 HV3942  STATE/COUNTY-  VA/FAUQUIER
 HV3942  USGS QUAD   -  MIDLAND (1983)
 HV3942
 HV3942                         *CURRENT SURVEY CONTROL
 HV3942  ___________________________________________________________________
 HV3942* NAD 83(1986)-  38 30 34.     (N)    077 42 43.     (W)     SCALED    
 HV3942* NAVD 88     -       116.07   (meters)     380.8    (feet)  RESET     
 HV3942  ___________________________________________________________________
 HV3942  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV3942
 HV3942  VERT ORDER  -  THIRD
 HV3942
 HV3942.The horizontal coordinates were scaled from a topographic map and have
 HV3942.an estimated accuracy of +/- 6 seconds.
 HV3942
 HV3942.The orthometric height was computed from unverified reset data.
 HV3942.No vertical observational check was made to the station.
 HV3942
 HV3942.The geoid height was determined by GEOID03.
 HV3942
 HV3942;                    North         East    Units  Estimated Accuracy
 HV3942;SPC VA N     - 2,093,840.    3,568,730.      MT  (+/- 180 meters Scaled)
 HV3942
 HV3942                          SUPERSEDED SURVEY CONTROL
 HV3942
 HV3942  NGVD 29 (??/??/??)  116.31   (m)          381.6    (f) RESET       3  
 HV3942
 HV3942.Superseded values are not recommended for survey control.
 HV3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3942.See file dsdata.txt to determine how the superseded data were derived.
 HV3942
 HV3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH635658(NAD 83)
 HV3942_MARKER: DB = BENCH MARK DISK
 HV3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3942_STAMPING: F 117 RESET 1960
 HV3942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3942+STABILITY: SURFACE MOTION
 HV3942
 HV3942  HISTORY     - Date     Condition        Report By
 HV3942  HISTORY     - 1960     MONUMENTED       CGS
 HV3942
 HV3942                          STATION DESCRIPTION
 HV3942
 HV3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3942'1.3 MI NW FROM MORRISVILLE.
 HV3942'ABOUT 1.3 MILES NORTHWEST OF MORRISVILLE ALONG STATE HIGHWAY 17,
 HV3942'0.3 MILE NORTHWEST OF A MOTEL, AND AT THE SOUTHWEST CORNER OF
 HV3942'A WOODED AREA, 48 FEET NORTHEAST OF THE CENTERLINE OF NEW STATE
 HV3942'HIGHWAY 17 AND ON THE NORTHEAST RIGHT-OF-WAY LINE, 19.5 FEET
 HV3942'SOUTHEAST OF AN 8-INCH PINE TREE WITH TRIANGLE BLAZE STANDING
 HV3942'ON THE SOUTHEAST EDGE OF CULTIVATED FIELD, 15 FEET SOUTH OF THE
 HV3942'NORTHWEST EDGE OF WOODS, 1.5 FEET SOUTHEAST OF A USC AND GS
 HV3942'WITNESS SIGN AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HV3942'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7973 ***********************************************************************
 HV7973  DESIGNATION -  F 117 RESET 1975
 HV7973  PID         -  HV7973
 HV7973  STATE/COUNTY-  VA/FAUQUIER
 HV7973  USGS QUAD   -  MIDLAND (1983)
 HV7973
 HV7973                         *CURRENT SURVEY CONTROL
 HV7973  ___________________________________________________________________
 HV7973* NAD 83(1986)-  38 30 34.     (N)    077 42 43.     (W)     SCALED    
 HV7973* NAVD 88     -       115.03   (+/-2cm)     377.4    (feet)  VERTCON   
 HV7973  ___________________________________________________________________
 HV7973  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV7973
 HV7973  VERT ORDER  -  THIRD (See Below)
 HV7973
 HV7973.The horizontal coordinates were scaled from a topographic map and have
 HV7973.an estimated accuracy of +/- 6 seconds.
 HV7973
 HV7973.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV7973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV7973.The vertical order pertains to the NGVD 29 superseded value.
 HV7973
 HV7973.The geoid height was determined by GEOID03.
 HV7973
 HV7973;                    North         East    Units  Estimated Accuracy
 HV7973;SPC VA N     - 2,093,840.    3,568,730.      MT  (+/- 180 meters Scaled)
 HV7973
 HV7973                          SUPERSEDED SURVEY CONTROL
 HV7973
 HV7973  NGVD 29 (??/??/??)  115.27   (m)          378.2    (f) RESET       3  
 HV7973
 HV7973.Superseded values are not recommended for survey control.
 HV7973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7973.See file dsdata.txt to determine how the superseded data were derived.
 HV7973
 HV7973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH635658(NAD 83)
 HV7973_MARKER: DB = BENCH MARK DISK
 HV7973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV7973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV7973_STAMPING: F 117 RESET 1975
 HV7973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV7973+STABILITY: SURFACE MOTION
 HV7973
 HV7973  HISTORY     - Date     Condition        Report By
 HV7973  HISTORY     - 1975     MONUMENTED       NGS
 HV7973
 HV7973                          STATION DESCRIPTION
 HV7973
 HV7973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HV7973'1.3 MI NW FROM MORRISVILLE.
 HV7973'ABOUT 1.3 MILES NORTHWEST OF MORRISVILLE ALONG THE RIGHT OF WAY OF
 HV7973'U.S. HIGHWAY 17 AT THE SOUTHWEST CORNER OF THE YARD OF THE HOME OF
 HV7973'SAM G. SHIPP, JR., 48 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 HV7973'15 FEET NORTHWEST OF UTILITY POLE WITH TRANSFORMER, 1.5 FEET
 HV7973'SOUTHEAST OF FENCE CORNER POST AND 0.8 FOOT SOUTHWEST OF STEEL
 HV7973'WITNESS POST. DISK IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 HV7973'ABOUT 10 INCHES IN DIAMETER AND PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3297 ***********************************************************************
 HV3297  DESIGNATION -  F 118
 HV3297  PID         -  HV3297
 HV3297  STATE/COUNTY-  VA/STAFFORD
 HV3297  USGS QUAD   -  STORCK (1984)
 HV3297
 HV3297                         *CURRENT SURVEY CONTROL
 HV3297  ___________________________________________________________________
 HV3297* NAD 83(1986)-  38 27 41.     (N)    077 34 41.     (W)     SCALED    
 HV3297* NAVD 88     -       101.097  (meters)     331.68   (feet)  ADJUSTED  
 HV3297  ___________________________________________________________________
 HV3297  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV3297  DYNAMIC HT  -         101.037 (meters)     331.49  (feet)  COMP
 HV3297  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 HV3297
 HV3297  VERT ORDER  -  SECOND    CLASS 0
 HV3297
 HV3297.The horizontal coordinates were scaled from a topographic map and have
 HV3297.an estimated accuracy of +/- 6 seconds.
 HV3297
 HV3297.The orthometric height was determined by differential leveling
 HV3297.and adjusted by the National Geodetic Survey in June 1991..
 HV3297
 HV3297.The geoid height was determined by GEOID03.
 HV3297
 HV3297.The dynamic height is computed by dividing the NAVD 88
 HV3297.geopotential number by the normal gravity value computed on the
 HV3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3297.degrees latitude (g = 980.6199 gals.).
 HV3297
 HV3297.The modeled gravity was interpolated from observed gravity values.
 HV3297
 HV3297;                    North         East    Units  Estimated Accuracy
 HV3297;SPC VA N     - 2,088,620.    3,580,460.      MT  (+/- 180 meters Scaled)
 HV3297
 HV3297                          SUPERSEDED SURVEY CONTROL
 HV3297
 HV3297  NGVD 29 (??/??/??)  101.348  (m)          332.51   (f) ADJUSTED    2 0
 HV3297
 HV3297.Superseded values are not recommended for survey control.
 HV3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3297.See file dsdata.txt to determine how the superseded data were derived.
 HV3297
 HV3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH750601(NAD 83)
 HV3297_MARKER: DB = BENCH MARK DISK
 HV3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3297_STAMPING: F 118 1935
 HV3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3297+STABILITY: SURFACE MOTION
 HV3297
 HV3297  HISTORY     - Date     Condition        Report By
 HV3297  HISTORY     - 1935     MONUMENTED       CGS
 HV3297  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3297
 HV3297                          STATION DESCRIPTION
 HV3297
 HV3297'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3297'5.2 MI NW FROM HEMP.
 HV3297'5.2 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 612 FROM HEMP,
 HV3297'STAFFORD COUNTY, ON THE OUTSIDE OF A CURVE, 300 FEET SOUTH
 HV3297'OF A HOUSE, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HV3297'AND 9 FEET NORTH OF THE CENTER OF A GATE LEADING TO A PRIVATE
 HV3297'DRIVE.  A STANDARD DISK, STAMPED F 118 1935 AND SET IN THE TOP
 HV3297'OF A CONCRETE POST.  NOTE-- MANY HOUSE IN AREA AND MOST ALL
 HV3297'WITNESS POINTS ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3305 ***********************************************************************
 HV3305  DESIGNATION -  F 119
 HV3305  PID         -  HV3305
 HV3305  STATE/COUNTY-  VA/FAUQUIER
 HV3305  USGS QUAD   -  STORCK (1984)
 HV3305
 HV3305                         *CURRENT SURVEY CONTROL
 HV3305  ___________________________________________________________________
 HV3305* NAD 83(1986)-  38 29 06.     (N)    077 36 25.     (W)     SCALED    
 HV3305* NAVD 88     -       120.513  (meters)     395.38   (feet)  ADJUSTED  
 HV3305  ___________________________________________________________________
 HV3305  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HV3305  DYNAMIC HT  -         120.441 (meters)     395.15  (feet)  COMP
 HV3305  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 HV3305
 HV3305  VERT ORDER  -  SECOND    CLASS 0
 HV3305
 HV3305.The horizontal coordinates were scaled from a topographic map and have
 HV3305.an estimated accuracy of +/- 6 seconds.
 HV3305
 HV3305.The orthometric height was determined by differential leveling
 HV3305.and adjusted by the National Geodetic Survey in June 1991..
 HV3305
 HV3305.The geoid height was determined by GEOID03.
 HV3305
 HV3305.The dynamic height is computed by dividing the NAVD 88
 HV3305.geopotential number by the normal gravity value computed on the
 HV3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3305.degrees latitude (g = 980.6199 gals.).
 HV3305
 HV3305.The modeled gravity was interpolated from observed gravity values.
 HV3305
 HV3305;                    North         East    Units  Estimated Accuracy
 HV3305;SPC VA N     - 2,091,210.    3,577,920.      MT  (+/- 180 meters Scaled)
 HV3305
 HV3305                          SUPERSEDED SURVEY CONTROL
 HV3305
 HV3305  NGVD 29 (??/??/??)  120.760  (m)          396.19   (f) ADJUSTED    2 0
 HV3305
 HV3305.Superseded values are not recommended for survey control.
 HV3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3305.See file dsdata.txt to determine how the superseded data were derived.
 HV3305
 HV3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH726628(NAD 83)
 HV3305_MARKER: DB = BENCH MARK DISK
 HV3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3305_STAMPING: F 119 1935
 HV3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3305+STABILITY: SURFACE MOTION
 HV3305
 HV3305  HISTORY     - Date     Condition        Report By
 HV3305  HISTORY     - 1935     MONUMENTED       CGS
 HV3305  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3305
 HV3305                          STATION DESCRIPTION
 HV3305
 HV3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3305'4.8 MI NE FROM GOLDVEIN.
 HV3305'3.2 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 615 FROM
 HV3305'GOLDVEIN, FAUQUIER COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 HV3305'SECONDARY STATE HIGHWAY 614, AT A WOODS, 200 FEET NORTH OF A
 HV3305'HOUSE AND A MAIL BOX, 20 FEET EAST OF THE CENTER LINE OF THE
 HV3305'HIGHWAY, AND 1 FOOT WEST OF THE EAST PROPERTY-LINE.  A STANDARD
 HV3305'DISK, STAMPED F 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1226 ***********************************************************************
 FX1226  DESIGNATION -  F 11=CAM RM
 FX1226  PID         -  FX1226
 FX1226  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1226  USGS QUAD   -  BOYKINS (1979)
 FX1226
 FX1226                         *CURRENT SURVEY CONTROL
 FX1226  ___________________________________________________________________
 FX1226* NAD 83(1986)-  36 37 23.     (N)    077 07 47.     (W)     SCALED    
 FX1226* NAVD 88     -        26.892  (meters)      88.23   (feet)  POSTED    
 FX1226  ___________________________________________________________________
 FX1226  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 FX1226  DYNAMIC HT  -          26.870 (meters)      88.16  (feet)  COMP
 FX1226  MODELED GRAV-     979,863.0   (mgal)                       NAVD 88
 FX1226
 FX1226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1226
 FX1226.The horizontal coordinates were scaled from a topographic map and have
 FX1226.an estimated accuracy of +/- 6 seconds.
 FX1226
 FX1226.The orthometric height was determined by differential leveling
 FX1226.and adjusted by the National Geodetic Survey in 1992..
 FX1226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1226.rate of 0.0 thru 1.0 mm/km.
 FX1226
 FX1226.The geoid height was determined by GEOID03.
 FX1226
 FX1226.The dynamic height is computed by dividing the NAVD 88
 FX1226.geopotential number by the normal gravity value computed on the
 FX1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1226.degrees latitude (g = 980.6199 gals.).
 FX1226
 FX1226.The modeled gravity was interpolated from observed gravity values.
 FX1226
 FX1226;                    North         East    Units  Estimated Accuracy
 FX1226;SPC VA S     - 1,033,040.    3,622,570.      MT  (+/- 180 meters Scaled)
 FX1226
 FX1226                          SUPERSEDED SURVEY CONTROL
 FX1226
 FX1226  NGVD 29 (??/??/92)   27.238  (m)           89.36   (f) ADJ UNCH    1 2
 FX1226
 FX1226.Superseded values are not recommended for survey control.
 FX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1226.See file dsdata.txt to determine how the superseded data were derived.
 FX1226
 FX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF095551(NAD 83)
 FX1226_MARKER: DR = REFERENCE MARK DISK
 FX1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1226_SP_SET: CULVERT
 FX1226_STAMPING: F 11 CAM 1918
 FX1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1226
 FX1226  HISTORY     - Date     Condition        Report By
 FX1226  HISTORY     - 1918     MONUMENTED       CGS
 FX1226  HISTORY     - 1953     GOOD             NGS
 FX1226  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1226
 FX1226                          STATION DESCRIPTION
 FX1226
 FX1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FX1226'0.2 MI SW FROM NEWSOMS.
 FX1226'0.25 MILE SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1226'THE STATION AT NEWSOMS, ABOUT 110 YARDS NORTHEAST OF NORTHEAST
 FX1226'END OF A 2-STORY FARM HOUSE, SET VERTICALLY ABOUT 1 FOOT BELOW
 FX1226'TOP IN THE NORTHWEST FACE OF NORTHWEST HEAD WALL OF A 4-FOOT
 FX1226'ARCHED BRICK CULVERT UNDER RAILWAY, ACROSS TRACK FROM A WHISTLE
 FX1226'POST, 10 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT 5 FEET
 FX1226'BELOW TOP OF RAIL.
 FX1226
 FX1226                          STATION RECOVERY (1978)
 FX1226
 FX1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1226'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1638 ***********************************************************************
 HV1638  DESIGNATION -  F 12
 HV1638  PID         -  HV1638
 HV1638  STATE/COUNTY-  VA/FAIRFAX
 HV1638  USGS QUAD   -  ANNANDALE (1994)
 HV1638
 HV1638                         *CURRENT SURVEY CONTROL
 HV1638  ___________________________________________________________________
 HV1638* NAD 83(1986)-  38 47 54.     (N)    077 08 07.     (W)     SCALED    
 HV1638* NAVD 88     -        43.993  (meters)     144.33   (feet)  ADJUSTED  
 HV1638  ___________________________________________________________________
 HV1638  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 HV1638  DYNAMIC HT  -          43.969 (meters)     144.25  (feet)  COMP
 HV1638  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 HV1638
 HV1638  VERT ORDER  -  FIRST     CLASS II
 HV1638
 HV1638.The horizontal coordinates were scaled from a topographic map and have
 HV1638.an estimated accuracy of +/- 6 seconds.
 HV1638
 HV1638.The orthometric height was determined by differential leveling
 HV1638.and adjusted by the National Geodetic Survey in June 1991..
 HV1638
 HV1638.The geoid height was determined by GEOID03.
 HV1638
 HV1638.The dynamic height is computed by dividing the NAVD 88
 HV1638.geopotential number by the normal gravity value computed on the
 HV1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1638.degrees latitude (g = 980.6199 gals.).
 HV1638
 HV1638.The modeled gravity was interpolated from observed gravity values.
 HV1638
 HV1638;                    North         East    Units  Estimated Accuracy
 HV1638;SPC VA N     - 2,126,500.    3,618,550.      MT  (+/- 180 meters Scaled)
 HV1638
 HV1638                          SUPERSEDED SURVEY CONTROL
 HV1638
 HV1638  NGVD 29 (??/??/??)   44.254  (m)          145.19   (f) ADJUSTED    1 2
 HV1638
 HV1638.Superseded values are not recommended for survey control.
 HV1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1638.See file dsdata.txt to determine how the superseded data were derived.
 HV1638
 HV1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH145965(NAD 83)
 HV1638_MARKER: DB = BENCH MARK DISK
 HV1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1638_SP_SET: SEMAPHORE FOUNDATION
 HV1638_STAMPING: F 12 1927 ELE 114.190 FEET
 HV1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1638
 HV1638  HISTORY     - Date     Condition        Report By
 HV1638  HISTORY     - 1927     MONUMENTED       CGS
 HV1638  HISTORY     - 1941     GOOD             CGS
 HV1638  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV1638
 HV1638                          STATION DESCRIPTION
 HV1638
 HV1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV1638'AT LUNT.
 HV1638'AT LUNT, FAIRFAX COUNTY, ON THE RICHMOND, FREDERICKSBURG AND
 HV1638'POTOMAC RAILROAD, 92 FEET SOUTHWEST OF THE WAITING SHED STATION
 HV1638'AND ON THE FOUNDATION OF SEMAPHORE NO. 1011, A STANDARD DISK
 HV1638'STAMPED F 12 1927 ELE.144.190. AND SET VERTICALLY.
 HV1638
 HV1638                          STATION RECOVERY (1997)
 HV1638
 HV1638'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1640 ***********************************************************************
 HV1640  DESIGNATION -  F 12 RESET
 HV1640  PID         -  HV1640
 HV1640  STATE/COUNTY-  VA/FAIRFAX
 HV1640  USGS QUAD   -  ANNANDALE (1994)
 HV1640
 HV1640                         *CURRENT SURVEY CONTROL
 HV1640  ___________________________________________________________________
 HV1640* NAD 83(1986)-  38 47 54.     (N)    077 08 03.     (W)     SCALED    
 HV1640* NAVD 88     -        43.642  (meters)     143.18   (feet)  ADJUSTED  
 HV1640  ___________________________________________________________________
 HV1640  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HV1640  DYNAMIC HT  -          43.618 (meters)     143.10  (feet)  COMP
 HV1640  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 HV1640  OBS GRAVITY -     980,082.2   (mgal)                       GRAV_OBS
 HV1640
 HV1640  VERT ORDER  -  FIRST     CLASS I
 HV1640
 HV1640.The horizontal coordinates were scaled from a topographic map and have
 HV1640.an estimated accuracy of +/- 6 seconds.
 HV1640
 HV1640.The orthometric height was determined by differential leveling
 HV1640.and adjusted by the National Geodetic Survey in June 1991..
 HV1640
 HV1640.The geoid height was determined by GEOID03.
 HV1640
 HV1640.The dynamic height is computed by dividing the NAVD 88
 HV1640.geopotential number by the normal gravity value computed on the
 HV1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1640.degrees latitude (g = 980.6199 gals.).
 HV1640
 HV1640.The modeled gravity was interpolated from observed gravity values.
 HV1640.The observed gravity was obtained from relative gravimeter ties
 HV1640.to the IGSN71 gravity network.
 HV1640
 HV1640;                    North         East    Units  Estimated Accuracy
 HV1640;SPC VA N     - 2,126,500.    3,618,640.      MT  (+/- 180 meters Scaled)
 HV1640
 HV1640                          SUPERSEDED SURVEY CONTROL
 HV1640
 HV1640  NGVD 29 (??/??/??)   43.885  (m)          143.98   (f) ADJUSTED    1 1
 HV1640
 HV1640.Superseded values are not recommended for survey control.
 HV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1640.See file dsdata.txt to determine how the superseded data were derived.
 HV1640
 HV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH146965(NAD 83)
 HV1640_MARKER: DB = BENCH MARK DISK
 HV1640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV1640_SP_SET: OVERPASS ABUTMENT
 HV1640_STAMPING: F 12 RESET 1968
 HV1640_MARK LOGO: CGS   
 HV1640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1640
 HV1640  HISTORY     - Date     Condition        Report By
 HV1640  HISTORY     - 1968     MONUMENTED       CGS
 HV1640  HISTORY     - 1971     GOOD             NGS
 HV1640  HISTORY     - 1978     GOOD             DMA
 HV1640  HISTORY     - 19920120 GOOD             MSI
 HV1640  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV1640
 HV1640                          STATION DESCRIPTION
 HV1640
 HV1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1640'1 MI E FROM MT HEBRON PARK.
 HV1640'ABOUT 1.0 MILE EAST ALONG THE RICHMOND, FREDERICKSBURG AND POTOMAC
 HV1640'RAILROAD FROM THE INTERSTATE HIGHWAY 495 (CAPITOL BELTWAY) OVERPASS
 HV1640'AT MT. HEBRON PARK, SET IN THE TOP OF THE NORTH END OF THE EAST
 HV1640'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS FOR S. VAN DORN
 HV1640'STREET, 11 FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY
 HV1640'OF 3 TRACKS, 5 1/2 RAILS WEST OF SIGNAL GANTRY NUMBER 101.4A,
 HV1640'AND ABOUT LEVEL WITH THE TRACKS.
 HV1640
 HV1640                          STATION RECOVERY (1978)
 HV1640
 HV1640'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1640'RECOVERED IN GOOD CONDITION.
 HV1640
 HV1640                          STATION RECOVERY (1992)
 HV1640
 HV1640'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV1640'ABOUT 1.0 MILE (1.6 KM) EAST ALONG THE RICHMOND, FREDERICKSBURG AND
 HV1640'POTOMAC RAILROAD FROM THE INTERSTATE HIGHWAY 495 (CAPITOL BELTWAY)
 HV1640'OVERPASS AT MT.  HEBRON PARK, SET IN THE TOP OF THE NORTH END OF THE
 HV1640'EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS FOR S. VAN DORN
 HV1640'STREET, 11 FEET (3.4 M) NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY
 HV1640'OF 3 TRACKS, 5-1/2 RAILS WEST OF SIGNAL GANTRY NUMBER 101.4A, AND
 HV1640'ABOUT LEVEL WITH THE TRACKS.
 HV1640
 HV1640                          STATION RECOVERY (1997)
 HV1640
 HV1640'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2566 ***********************************************************************
 HV2566  DESIGNATION -  F 120
 HV2566  PID         -  HV2566
 HV2566  STATE/COUNTY-  VA/STAFFORD
 HV2566  USGS QUAD   -  JOPLIN (1971)
 HV2566
 HV2566                         *CURRENT SURVEY CONTROL
 HV2566  ___________________________________________________________________
 HV2566* NAD 83(1986)-  38 34 07.     (N)    077 26 30.     (W)     SCALED    
 HV2566* NAVD 88     -        97.943  (meters)     321.33   (feet)  ADJUSTED  
 HV2566  ___________________________________________________________________
 HV2566  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2566  DYNAMIC HT  -          97.885 (meters)     321.14  (feet)  COMP
 HV2566  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 HV2566
 HV2566  VERT ORDER  -  SECOND    CLASS 0
 HV2566
 HV2566.The horizontal coordinates were scaled from a topographic map and have
 HV2566.an estimated accuracy of +/- 6 seconds.
 HV2566
 HV2566.The orthometric height was determined by differential leveling
 HV2566.and adjusted by the National Geodetic Survey in June 1991..
 HV2566
 HV2566.The geoid height was determined by GEOID03.
 HV2566
 HV2566.The dynamic height is computed by dividing the NAVD 88
 HV2566.geopotential number by the normal gravity value computed on the
 HV2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2566.degrees latitude (g = 980.6199 gals.).
 HV2566
 HV2566.The modeled gravity was interpolated from observed gravity values.
 HV2566
 HV2566;                    North         East    Units  Estimated Accuracy
 HV2566;SPC VA N     - 2,100,650.    3,592,230.      MT  (+/- 180 meters Scaled)
 HV2566
 HV2566                          SUPERSEDED SURVEY CONTROL
 HV2566
 HV2566  NGVD 29 (??/??/??)   98.184  (m)          322.13   (f) ADJUSTED    2 0
 HV2566
 HV2566.Superseded values are not recommended for survey control.
 HV2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2566.See file dsdata.txt to determine how the superseded data were derived.
 HV2566
 HV2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH872717(NAD 83)
 HV2566_MARKER: DB = BENCH MARK DISK
 HV2566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2566_SP_SET: OAK TREE
 HV2566_STAMPING: F 120 1935
 HV2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2566
 HV2566  HISTORY     - Date     Condition        Report By
 HV2566  HISTORY     - 1935     MONUMENTED       CGS
 HV2566
 HV2566                          STATION DESCRIPTION
 HV2566
 HV2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2566'0.7 MI NW FROM BLACK ROCK.
 HV2566'0.7 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 618 FROM THE
 HV2566'JUNCTION OF SECONDARY STATE HIGHWAY 640 AT BLACK ROCK, STAFFORD
 HV2566'COUNTY, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HV2566'IN A 12-INCH OAK TREE, AND 4 FEET ABOVE THE GROUND.  A STANDARD
 HV2566'DISK, STAMPED F 120 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1110 ***********************************************************************
 FZ1110  DESIGNATION -  F 123 A
 FZ1110  PID         -  FZ1110
 FZ1110  STATE/COUNTY-  VA/WASHINGTON
 FZ1110  USGS QUAD   -  ABINGDON (1991)
 FZ1110
 FZ1110                         *CURRENT SURVEY CONTROL
 FZ1110  ___________________________________________________________________
 FZ1110* NAD 83(1986)-  36 44 12.     (N)    081 54 47.     (W)     SCALED    
 FZ1110* NAVD 88     -       655.062  (meters)    2149.15   (feet)  ADJUSTED  
 FZ1110  ___________________________________________________________________
 FZ1110  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FZ1110  DYNAMIC HT  -         654.456 (meters)    2147.16  (feet)  COMP
 FZ1110  MODELED GRAV-     979,685.0   (mgal)                       NAVD 88
 FZ1110
 FZ1110  VERT ORDER  -  SECOND    CLASS 0
 FZ1110
 FZ1110.The horizontal coordinates were scaled from a topographic map and have
 FZ1110.an estimated accuracy of +/- 6 seconds.
 FZ1110
 FZ1110.The orthometric height was determined by differential leveling
 FZ1110.and adjusted by the National Geodetic Survey in June 1991..
 FZ1110
 FZ1110.The geoid height was determined by GEOID03.
 FZ1110
 FZ1110.The dynamic height is computed by dividing the NAVD 88
 FZ1110.geopotential number by the normal gravity value computed on the
 FZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1110.degrees latitude (g = 980.6199 gals.).
 FZ1110
 FZ1110.The modeled gravity was interpolated from observed gravity values.
 FZ1110
 FZ1110;                    North         East    Units  Estimated Accuracy
 FZ1110;SPC VA S     - 1,050,270.    3,195,220.      MT  (+/- 180 meters Scaled)
 FZ1110
 FZ1110                          SUPERSEDED SURVEY CONTROL
 FZ1110
 FZ1110  NGVD 29 (??/??/92)  655.159  (m)         2149.47   (f) ADJ UNCH    2 0
 FZ1110
 FZ1110.Superseded values are not recommended for survey control.
 FZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1110.See file dsdata.txt to determine how the superseded data were derived.
 FZ1110
 FZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA184660(NAD 83)
 FZ1110_MARKER: DB = BENCH MARK DISK
 FZ1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1110_SP_SET: CONCRETE BASE
 FZ1110_STAMPING: F 123 A 1935
 FZ1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1110
 FZ1110  HISTORY     - Date     Condition        Report By
 FZ1110  HISTORY     - 1935     MONUMENTED       CGS
 FZ1110  HISTORY     - 1960     GOOD             TVA
 FZ1110
 FZ1110                          STATION DESCRIPTION
 FZ1110
 FZ1110'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 FZ1110'3.3 MI SW FROM MEADOWVIEW.
 FZ1110'3.3 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FZ1110'THE STATION AT MEADOWVIEW, WASHINGTON COUNTY, 1.1 MILES NORTHEAST
 FZ1110'OF A HIGHWAY OVERPASS, 0.1 MILE SOUTHWEST OF A DIRT-ROAD CROSSING,
 FZ1110'AT SEMAPHORE B 389.4, IN THE TOP OF THE CONCRETE BASE, 10 FEET
 FZ1110'SOUTH OF THE SOUTH RAIL, AND 6 INCHES LOWER THAN THE TRACK.
 FZ1110'A STANDARD DISK, STAMPED F 123 A 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1683 ***********************************************************************
 HW1683  DESIGNATION -  F 133
 HW1683  PID         -  HW1683
 HW1683  STATE/COUNTY-  VA/AUGUSTA
 HW1683  USGS QUAD   -  STOKESVILLE (1967)
 HW1683
 HW1683                         *CURRENT SURVEY CONTROL
 HW1683  ___________________________________________________________________
 HW1683* NAD 83(1986)-  38 22 14.     (N)    079 09 46.     (W)     SCALED    
 HW1683* NAVD 88     -       488.147  (meters)    1601.53   (feet)  ADJUSTED  
 HW1683  ___________________________________________________________________
 HW1683  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HW1683  DYNAMIC HT  -         487.778 (meters)    1600.32  (feet)  COMP
 HW1683  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 HW1683
 HW1683  VERT ORDER  -  SECOND    CLASS 0
 HW1683
 HW1683.The horizontal coordinates were scaled from a topographic map and have
 HW1683.an estimated accuracy of +/- 6 seconds.
 HW1683
 HW1683.The orthometric height was determined by differential leveling
 HW1683.and adjusted by the National Geodetic Survey in June 1991..
 HW1683
 HW1683.The geoid height was determined by GEOID03.
 HW1683
 HW1683.The dynamic height is computed by dividing the NAVD 88
 HW1683.geopotential number by the normal gravity value computed on the
 HW1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1683.degrees latitude (g = 980.6199 gals.).
 HW1683
 HW1683.The modeled gravity was interpolated from observed gravity values.
 HW1683
 HW1683;                    North         East    Units  Estimated Accuracy
 HW1683;SPC VA N     - 2,078,340.    3,442,080.      MT  (+/- 180 meters Scaled)
 HW1683
 HW1683                          SUPERSEDED SURVEY CONTROL
 HW1683
 HW1683  NGVD 29 (??/??/92)  488.261  (m)         1601.90   (f) ADJ UNCH    2 0
 HW1683
 HW1683.Superseded values are not recommended for survey control.
 HW1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1683.See file dsdata.txt to determine how the superseded data were derived.
 HW1683
 HW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC604485(NAD 83)
 HW1683_MARKER: DB = BENCH MARK DISK
 HW1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1683_STAMPING: F 133 1935
 HW1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1683+STABILITY: SURFACE MOTION
 HW1683
 HW1683  HISTORY     - Date     Condition        Report By
 HW1683  HISTORY     - 1935     MONUMENTED       CGS
 HW1683
 HW1683                          STATION DESCRIPTION
 HW1683
 HW1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1683'1 MI NW FROM STOKESVILLE.
 HW1683'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1683'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1683'COUNTY, THENCE 0.4 MILE NORTH ALONG A ROAD (FOREST ROAD 101),
 HW1683'100 FEET SOUTHWEST OF A GATE ACROSS THE ROAD, 60 FEET SOUTHEAST
 HW1683'OF THE FOOT OF A HILL, 25 FEET NORTHEAST OF A 26-INCH OAK TREE, AND
 HW1683'20 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 HW1683'DISK, STAMPED F 133 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0589 ***********************************************************************
 HW0589  DESIGNATION -  F 135
 HW0589  PID         -  HW0589
 HW0589  STATE/COUNTY-  VA/ORANGE
 HW0589  USGS QUAD   -  RAPIDAN (1984)
 HW0589
 HW0589                         *CURRENT SURVEY CONTROL
 HW0589  ___________________________________________________________________
 HW0589* NAD 83(1986)-  38 16 03.     (N)    078 07 27.     (W)     SCALED    
 HW0589* NAVD 88     -       137.226  (meters)     450.22   (feet)  ADJUSTED  
 HW0589  ___________________________________________________________________
 HW0589  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HW0589  DYNAMIC HT  -         137.137 (meters)     449.92  (feet)  COMP
 HW0589  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 HW0589
 HW0589  VERT ORDER  -  SECOND    CLASS 0
 HW0589
 HW0589.The horizontal coordinates were scaled from a topographic map and have
 HW0589.an estimated accuracy of +/- 6 seconds.
 HW0589
 HW0589.The orthometric height was determined by differential leveling
 HW0589.and adjusted by the National Geodetic Survey in June 1991..
 HW0589
 HW0589.The geoid height was determined by GEOID03.
 HW0589
 HW0589.The dynamic height is computed by dividing the NAVD 88
 HW0589.geopotential number by the normal gravity value computed on the
 HW0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0589.degrees latitude (g = 980.6199 gals.).
 HW0589
 HW0589.The modeled gravity was interpolated from observed gravity values.
 HW0589
 HW0589;                    North         East    Units  Estimated Accuracy
 HW0589;SPC VA N     - 2,066,760.    3,532,890.      MT  (+/- 180 meters Scaled)
 HW0589
 HW0589                          SUPERSEDED SURVEY CONTROL
 HW0589
 HW0589  NGVD 29 (??/??/92)  137.454  (m)          450.96   (f) ADJ UNCH    2 0
 HW0589
 HW0589.Superseded values are not recommended for survey control.
 HW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0589.See file dsdata.txt to determine how the superseded data were derived.
 HW0589
 HW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC515394(NAD 83)
 HW0589_MARKER: DB = BENCH MARK DISK
 HW0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0589_STAMPING: F 135 1935
 HW0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0589+STABILITY: SURFACE MOTION
 HW0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0589+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW0589
 HW0589  HISTORY     - Date     Condition        Report By
 HW0589  HISTORY     - 1935     MONUMENTED       CGS
 HW0589  HISTORY     - 1963     GOOD             NGS
 HW0589  HISTORY     - 1984     GOOD             NGS
 HW0589  HISTORY     - 19980924 GOOD             USPSQD
 HW0589  HISTORY     - 20030311 GOOD             USPSQD
 HW0589  HISTORY     - 20060106 GOOD             USPSQD
 HW0589
 HW0589                          STATION DESCRIPTION
 HW0589
 HW0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0589'1.8 MI NW FROM ORANGE.
 HW0589'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 15 FROM THE SOUTHERN
 HW0589'RAILWAY STATION AT ORANGE, ORANGE COUNTY, ABOUT 444 FEET WEST OF
 HW0589'THE CENTER OF THE JUNCTION OF COUNTY ROAD 634 LEADING TO THE
 HW0589'WOODBERRY FOREST, ABOUT 100 FEET WEST OF POLE 628, ABOUT 75 FEET
 HW0589'WEST OF THE NORTH HEAD WALL OF A 12-FOOT CONCRETE BRIDGE, 29 FEET
 HW0589'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE
 HW0589'FENCE.  A STANDARD DISK, STAMPED F 135 1935 AND SET IN THE TOP
 HW0589'OF A CONCRETE POST.
 HW0589
 HW0589                          STATION RECOVERY (1984)
 HW0589
 HW0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0589'RECOVERED IN GOOD CONDITION.
 HW0589
 HW0589                          STATION RECOVERY (1998)
 HW0589
 HW0589'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0589'RECOVERED IN GOOD CONDITION.
 HW0589
 HW0589                          STATION RECOVERY (2003)
 HW0589
 HW0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW0589'RECOVERED IN GOOD CONDITION.
 HW0589
 HW0589                          STATION RECOVERY (2006)
 HW0589
 HW0589'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW0589'MARK IS ON THE NORTHEAST SIDE OF COUNTY ROAD 721 WHICH IS OLD U.S. 15.
 HW0589'IT IS 12 INCHES BELOW EXISTING GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0375 ***********************************************************************
 HW0375  DESIGNATION -  F 136
 HW0375  PID         -  HW0375
 HW0375  STATE/COUNTY-  VA/CULPEPER
 HW0375  USGS QUAD   -  CULPEPER WEST (1979)
 HW0375
 HW0375                         *CURRENT SURVEY CONTROL
 HW0375  ___________________________________________________________________
 HW0375* NAD 83(1986)-  38 22 51.     (N)    078 05 37.     (W)     SCALED    
 HW0375* NAVD 88     -       144.106  (meters)     472.79   (feet)  ADJUSTED  
 HW0375  ___________________________________________________________________
 HW0375  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0375  DYNAMIC HT  -         144.015 (meters)     472.49  (feet)  COMP
 HW0375  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 HW0375
 HW0375  VERT ORDER  -  SECOND    CLASS 0
 HW0375
 HW0375.The horizontal coordinates were scaled from a topographic map and have
 HW0375.an estimated accuracy of +/- 6 seconds.
 HW0375
 HW0375.The orthometric height was determined by differential leveling
 HW0375.and adjusted by the National Geodetic Survey in June 1991..
 HW0375
 HW0375.The geoid height was determined by GEOID03.
 HW0375
 HW0375.The dynamic height is computed by dividing the NAVD 88
 HW0375.geopotential number by the normal gravity value computed on the
 HW0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0375.degrees latitude (g = 980.6199 gals.).
 HW0375
 HW0375.The modeled gravity was interpolated from observed gravity values.
 HW0375
 HW0375;                    North         East    Units  Estimated Accuracy
 HW0375;SPC VA N     - 2,079,350.    3,535,510.      MT  (+/- 180 meters Scaled)
 HW0375
 HW0375                          SUPERSEDED SURVEY CONTROL
 HW0375
 HW0375  NGVD 29 (??/??/92)  144.340  (m)          473.56   (f) ADJ UNCH    2 0
 HW0375
 HW0375.Superseded values are not recommended for survey control.
 HW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0375.See file dsdata.txt to determine how the superseded data were derived.
 HW0375
 HW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC538520(NAD 83)
 HW0375_MARKER: DB = BENCH MARK DISK
 HW0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0375_STAMPING: F 136 1935
 HW0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0375+STABILITY: SURFACE MOTION
 HW0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0375+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0375
 HW0375  HISTORY     - Date     Condition        Report By
 HW0375  HISTORY     - 1935     MONUMENTED       CGS
 HW0375  HISTORY     - 1963     GOOD             NGS
 HW0375  HISTORY     - 1984     GOOD             NGS
 HW0375  HISTORY     - 20010306 GOOD             USPSQD
 HW0375
 HW0375                          STATION DESCRIPTION
 HW0375
 HW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0375'7.1 MI SW FROM WINSTON.
 HW0375'ABOUT 2.8 MILES WEST ALONG COUNTY ROAD 617 FROM WINSTON, CULPEPER
 HW0375'COUNTY, THENCE ABOUT 1.3 MILES SOUTHWEST ALONG COUNTY ROAD 647,
 HW0375'AND THENCE ABOUT 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 15,
 HW0375'ABOUT 0.1 MILE NORTH OF THE MIDWAY SERVICE STATION AND STORE,
 HW0375'ABOUT 65 FEET NORTHWEST OF THE JUNCTION OF AN EAST-AND-WEST
 HW0375'COUNTY ROAD, AND 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 HW0375'A STANDARD DISK, STAMPED F 136 1935 AND SET IN THE TOP OF A
 HW0375'CONCRETE POST.
 HW0375
 HW0375                          STATION RECOVERY (1984)
 HW0375
 HW0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0375'RECOVERED IN GOOD CONDITION.
 HW0375
 HW0375                          STATION RECOVERY (2001)
 HW0375
 HW0375'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1354 ***********************************************************************
 HW1354  DESIGNATION -  F 137
 HW1354  PID         -  HW1354
 HW1354  STATE/COUNTY-  VA/ROCKINGHAM
 HW1354  USGS QUAD   -  TENTH LEGION (1994)
 HW1354
 HW1354                         *CURRENT SURVEY CONTROL
 HW1354  ___________________________________________________________________
 HW1354* NAD 83(1986)-  38 30 23.     (N)    078 43 17.     (W)     SCALED    
 HW1354* NAVD 88     -       451.439  (meters)    1481.10   (feet)  ADJUSTED  
 HW1354  ___________________________________________________________________
 HW1354  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW1354  DYNAMIC HT  -         451.110 (meters)    1480.02  (feet)  COMP
 HW1354  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HW1354
 HW1354  VERT ORDER  -  SECOND    CLASS 0
 HW1354
 HW1354.The horizontal coordinates were scaled from a topographic map and have
 HW1354.an estimated accuracy of +/- 6 seconds.
 HW1354
 HW1354.The orthometric height was determined by differential leveling
 HW1354.and adjusted by the National Geodetic Survey in June 1991..
 HW1354
 HW1354.The geoid height was determined by GEOID03.
 HW1354
 HW1354.The dynamic height is computed by dividing the NAVD 88
 HW1354.geopotential number by the normal gravity value computed on the
 HW1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1354.degrees latitude (g = 980.6199 gals.).
 HW1354
 HW1354.The modeled gravity was interpolated from observed gravity values.
 HW1354
 HW1354;                    North         East    Units  Estimated Accuracy
 HW1354;SPC VA N     - 2,093,230.    3,480,690.      MT  (+/- 180 meters Scaled)
 HW1354
 HW1354                          SUPERSEDED SURVEY CONTROL
 HW1354
 HW1354  NGVD 29 (??/??/92)  451.584  (m)         1481.57   (f) ADJ UNCH    2 0
 HW1354
 HW1354.Superseded values are not recommended for survey control.
 HW1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1354.See file dsdata.txt to determine how the superseded data were derived.
 HW1354
 HW1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC986644(NAD 83)
 HW1354_MARKER: DB = BENCH MARK DISK
 HW1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1354_STAMPING: F 137 1935
 HW1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1354+STABILITY: SURFACE MOTION
 HW1354
 HW1354  HISTORY     - Date     Condition        Report By
 HW1354  HISTORY     - 1935     MONUMENTED       CGS
 HW1354  HISTORY     - 1962     MARK NOT FOUND   NGS
 HW1354
 HW1354                          STATION DESCRIPTION
 HW1354
 HW1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1354'2 MI S FROM ATHLONE.
 HW1354'2.0 MILES SOUTH ALONG COUNTY ROAD 620 FROM THE OLD POST OFFICE
 HW1354'AT ATHLONE, ROCKINGHAM COUNTY, AT THE JUNCTION OF A ROAD LEADING
 HW1354'TO THE C.F. BAKER FARMHOUSE, 21 FEET SOUTHEAST OF THE CENTERLINE
 HW1354'OF COUNTY ROAD 620, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HW1354'FARM ROAD, AND 32 FEET SOUTHEAST OF A RAIL FENCE.  A STANDARD
 HW1354'DISK SET IN THE TOP OF A CONCRETE POST.  DISTANCE FROM ATHLONE
 HW1354'IS 2.4 MILES SOUTH.  RAIL FENCE IS GONE.
 HW1354
 HW1354                          STATION RECOVERY (1962)
 HW1354
 HW1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HW1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1355 ***********************************************************************
 HW1355  DESIGNATION -  F 137 RESET 1971
 HW1355  PID         -  HW1355
 HW1355  STATE/COUNTY-  VA/ROCKINGHAM
 HW1355  USGS QUAD   -  TENTH LEGION (1994)
 HW1355
 HW1355                         *CURRENT SURVEY CONTROL
 HW1355  ___________________________________________________________________
 HW1355* NAD 83(1986)-  38 30 23.     (N)    078 43 17.     (W)     SCALED    
 HW1355* NAVD 88     -       450.22   (meters)    1477.1    (feet)  RESET     
 HW1355  ___________________________________________________________________
 HW1355  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW1355
 HW1355  VERT ORDER  -  THIRD
 HW1355
 HW1355.The horizontal coordinates were scaled from a topographic map and have
 HW1355.an estimated accuracy of +/- 6 seconds.
 HW1355
 HW1355.The orthometric height was computed from unverified reset data.
 HW1355.No vertical observational check was made to the station.
 HW1355
 HW1355.The geoid height was determined by GEOID03.
 HW1355
 HW1355;                    North         East    Units  Estimated Accuracy
 HW1355;SPC VA N     - 2,093,230.    3,480,690.      MT  (+/- 180 meters Scaled)
 HW1355
 HW1355                          SUPERSEDED SURVEY CONTROL
 HW1355
 HW1355  NGVD 29 (03/21/06)  450.37   (m)         1477.6    (f) RESET       3  
 HW1355
 HW1355.Superseded values are not recommended for survey control.
 HW1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1355.See file dsdata.txt to determine how the superseded data were derived.
 HW1355
 HW1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC986644(NAD 83)
 HW1355_MARKER: DB = BENCH MARK DISK
 HW1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1355_STAMPING: F 137 RESET 1971
 HW1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1355+STABILITY: SURFACE MOTION
 HW1355
 HW1355  HISTORY     - Date     Condition        Report By
 HW1355  HISTORY     - 1971     MONUMENTED       VADH
 HW1355
 HW1355                          STATION DESCRIPTION
 HW1355
 HW1355'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971
 HW1355'2 MI S FROM ATHLONE.
 HW1355'2 MILES SOUTH ALONG COUNTY ROAD 620 FROM THE OLD POST OFFICE
 HW1355'AT ATHLONE, AT THE JUNCTION OF A ROAD LEADING TO THE C.F. BAKER
 HW1355'FARM HOUSE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE COUNTY
 HW1355'ROAD 620, DIRECTLY ACROSS THE ROAD FROM THE ENTRANCE TO THE
 HW1355'C.F. BAKER RESIDENCE AND IN THE EDGE OF THE WOODS AND SET IN
 HW1355'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0268 ***********************************************************************
 HW0268  DESIGNATION -  F 138
 HW0268  PID         -  HW0268
 HW0268  STATE/COUNTY-  VA/SHENANDOAH
 HW0268  USGS QUAD   -  RILEYVILLE (1994)
 HW0268
 HW0268                         *CURRENT SURVEY CONTROL
 HW0268  ___________________________________________________________________
 HW0268* NAD 83(1986)-  38 49 39.     (N)    078 26 00.     (W)     SCALED    
 HW0268* NAVD 88     -       259.476  (meters)     851.30   (feet)  ADJUSTED  
 HW0268  ___________________________________________________________________
 HW0268  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HW0268  DYNAMIC HT  -         259.302 (meters)     850.73  (feet)  COMP
 HW0268  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HW0268
 HW0268  VERT ORDER  -  SECOND    CLASS 0
 HW0268
 HW0268.The horizontal coordinates were scaled from a topographic map and have
 HW0268.an estimated accuracy of +/- 6 seconds.
 HW0268
 HW0268.The orthometric height was determined by differential leveling
 HW0268.and adjusted by the National Geodetic Survey in June 1991..
 HW0268
 HW0268.The geoid height was determined by GEOID03.
 HW0268
 HW0268.The dynamic height is computed by dividing the NAVD 88
 HW0268.geopotential number by the normal gravity value computed on the
 HW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0268.degrees latitude (g = 980.6199 gals.).
 HW0268
 HW0268.The modeled gravity was interpolated from observed gravity values.
 HW0268
 HW0268;                    North         East    Units  Estimated Accuracy
 HW0268;SPC VA N     - 2,128,850.    3,505,790.      MT  (+/- 180 meters Scaled)
 HW0268
 HW0268                          SUPERSEDED SURVEY CONTROL
 HW0268
 HW0268  NGVD 29 (??/??/92)  259.651  (m)          851.87   (f) ADJ UNCH    2 0
 HW0268
 HW0268.Superseded values are not recommended for survey control.
 HW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0268.See file dsdata.txt to determine how the superseded data were derived.
 HW0268
 HW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD228007(NAD 83)
 HW0268_MARKER: DB = BENCH MARK DISK
 HW0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0268_STAMPING: F 138 1935
 HW0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0268+STABILITY: SURFACE MOTION
 HW0268
 HW0268  HISTORY     - Date     Condition        Report By
 HW0268  HISTORY     - 1935     MONUMENTED       CGS
 HW0268
 HW0268                          STATION DESCRIPTION
 HW0268
 HW0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0268'1.6 MI SW FROM DETRICK.
 HW0268'1.6 MILES SOUTHWEST ALONG U.S. FOREST SERVICE ROAD 74 FROM
 HW0268'THE POST OFFICE AT DETRICK, SHENANDOAH COUNTY, 111 FEET SOUTHEAST
 HW0268'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 66
 HW0268'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE KELLER PUBLIC
 HW0268'SCHOOL, 22 FEET EAST OF THE CENTERLINE OF U.S. FOREST SERVICE
 HW0268'ROAD, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 HW0268'F 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1543 ***********************************************************************
 GW1543  DESIGNATION -  F 14
 GW1543  PID         -  GW1543
 GW1543  STATE/COUNTY-  VA/ALLEGHANY
 GW1543  USGS QUAD   -  COVINGTON (1984)
 GW1543
 GW1543                         *CURRENT SURVEY CONTROL
 GW1543  ___________________________________________________________________
 GW1543* NAD 83(1993)-  37 47 21.64364(N)    079 53 04.74184(W)     ADJUSTED  
 GW1543* NAVD 88     -       350.186  (meters)    1148.90   (feet)  ADJUSTED  
 GW1543  ___________________________________________________________________
 GW1543  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GW1543  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW1543  DYNAMIC HT  -         349.909 (meters)    1147.99  (feet)  COMP
 GW1543  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 GW1543
 GW1543  HORZ ORDER  -  SECOND
 GW1543  VERT ORDER  -  FIRST     CLASS II
 GW1543
 GW1543.The horizontal coordinates were established by classical geodetic methods
 GW1543.and adjusted by the National Geodetic Survey in November 1994..
 GW1543
 GW1543.The orthometric height was determined by differential leveling
 GW1543.and adjusted by the National Geodetic Survey in June 1991..
 GW1543
 GW1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1543
 GW1543.The geoid height was determined by GEOID03.
 GW1543
 GW1543.The dynamic height is computed by dividing the NAVD 88
 GW1543.geopotential number by the normal gravity value computed on the
 GW1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1543.degrees latitude (g = 980.6199 gals.).
 GW1543
 GW1543.The modeled gravity was interpolated from observed gravity values.
 GW1543
 GW1543;                    North         East     Units Scale Factor Converg.
 GW1543;SPC VA S     - 1,162,478.682 3,378,043.409   MT  0.99997244   -0 50 25.4
 GW1543;SPC VA S     - 3,813,898.81 11,082,797.42   sFT  0.99997244   -0 50 25.4
 GW1543;UTM  17      - 4,183,028.636   598,205.716   MT  0.99971879   +0 41 00.6
 GW1543
 GW1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1543!SPC VA S     -   0.99995009  x   0.99997244  =   0.99992253
 GW1543!UTM  17      -   0.99995009  x   0.99971879  =   0.99966889
 GW1543
 GW1543                          SUPERSEDED SURVEY CONTROL
 GW1543
 GW1543  NAD 83(1986)-  37 47 21.64304(N)    079 53 04.75820(W) AD(       ) 2
 GW1543  NAD 27      -  37 47 21.18170(N)    079 53 05.57280(W) AD(       ) 2
 GW1543  NGVD 29 (??/??/92)  350.375  (m)         1149.52   (f) ADJ UNCH    1 2
 GW1543
 GW1543.Superseded values are not recommended for survey control.
 GW1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1543.See file dsdata.txt to determine how the superseded data were derived.
 GW1543
 GW1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9820683029(NAD 83)
 GW1543_MARKER: DB = BENCH MARK DISK
 GW1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW1543_SP_SET: BRIDGE
 GW1543_STAMPING: F 14 1928 1149.473
 GW1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1543
 GW1543  HISTORY     - Date     Condition        Report By
 GW1543  HISTORY     - 1958     MONUMENTED       CGS
 GW1543  HISTORY     - 1958     GOOD             NGS
 GW1543  HISTORY     - 1961     MARK NOT FOUND   USGS
 GW1543
 GW1543                          STATION DESCRIPTION
 GW1543
 GW1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW1543'STATION IS ABOUT 0.2 MILE SOUTHWEST ALONG THE CHESAPEAKE AND
 GW1543'OHIO RAILWAY FROM THE STATION AT LOWMOOR, ON TOP OF THE SOUTHWEST
 GW1543'END OF THE NORTHWEST CONCRETE HEADWALL OF AN ARCHED BRIDGE
 GW1543'OVER CARNE CREEK, 7.1 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GW1543'1.3 FEET NORTHEAST OF THE NORTHEAST END OF THE HEADWALL AND
 GW1543'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  IT IS A STANDARD
 GW1543'USC AND GS BENCH MARK DISK STAMPED F 14 1928.
 GW1543
 GW1543                          STATION RECOVERY (1958)
 GW1543
 GW1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW1543'0.2 MI SW FROM LOWMOOR.
 GW1543'ABOUT 0.2 MILE SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GW1543'FROM THE STATION AT LOWMOOR, ON TOP OF THE SOUTHWEST END OF THE
 GW1543'NORTHWEST CONCRETE HEADWALL OF AN ARCHED BRIDGE OVER CARNE CREEK,
 GW1543'7.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.3 FEET NORTHEAST OF
 GW1543'THE NORTHEAST END OF THE HEADWALL AND ABOUT 2 FEET BELOW THE LEVEL
 GW1543'OF THE TRACK.
 GW1543
 GW1543                          STATION RECOVERY (1961)
 GW1543
 GW1543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 GW1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0215 ***********************************************************************
 HW0215  DESIGNATION -  F 142
 HW0215  PID         -  HW0215
 HW0215  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0215  USGS QUAD   -  CASTLETON (1994)
 HW0215
 HW0215                         *CURRENT SURVEY CONTROL
 HW0215  ___________________________________________________________________
 HW0215* NAD 83(1986)-  38 36 43.     (N)    078 04 14.     (W)     SCALED    
 HW0215* NAVD 88     -       160.211  (meters)     525.63   (feet)  ADJUSTED  
 HW0215  ___________________________________________________________________
 HW0215  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HW0215  DYNAMIC HT  -         160.108 (meters)     525.29  (feet)  COMP
 HW0215  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 HW0215
 HW0215  VERT ORDER  -  SECOND    CLASS 0
 HW0215
 HW0215.The horizontal coordinates were scaled from a topographic map and have
 HW0215.an estimated accuracy of +/- 6 seconds.
 HW0215
 HW0215.The orthometric height was determined by differential leveling
 HW0215.and adjusted by the National Geodetic Survey in June 1991..
 HW0215
 HW0215.The geoid height was determined by GEOID03.
 HW0215
 HW0215.The dynamic height is computed by dividing the NAVD 88
 HW0215.geopotential number by the normal gravity value computed on the
 HW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0215.degrees latitude (g = 980.6199 gals.).
 HW0215
 HW0215.The modeled gravity was interpolated from observed gravity values.
 HW0215
 HW0215;                    North         East    Units  Estimated Accuracy
 HW0215;SPC VA N     - 2,105,010.    3,537,400.      MT  (+/- 180 meters Scaled)
 HW0215
 HW0215                          SUPERSEDED SURVEY CONTROL
 HW0215
 HW0215  NGVD 29 (??/??/92)  160.414  (m)          526.29   (f) ADJ UNCH    2 0
 HW0215
 HW0215.Superseded values are not recommended for survey control.
 HW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0215.See file dsdata.txt to determine how the superseded data were derived.
 HW0215
 HW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC550777(NAD 83)
 HW0215_MARKER: DB = BENCH MARK DISK
 HW0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0215_STAMPING: F 142 1935
 HW0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0215+STABILITY: SURFACE MOTION
 HW0215
 HW0215  HISTORY     - Date     Condition        Report By
 HW0215  HISTORY     - 1935     MONUMENTED       CGS
 HW0215  HISTORY     - 1938     GOOD             NGS
 HW0215  HISTORY     - 1959     MARK NOT FOUND   USGS
 HW0215
 HW0215                          STATION DESCRIPTION
 HW0215
 HW0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HW0215'1.5 MI SW FROM LAUREL MILLS.
 HW0215'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 618 FROM THE
 HW0215'GENERAL STORE AT LAUREL MILLS, RAPPAHANNOCK COUNTY, THENCE ABOUT
 HW0215'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 649, ABOUT 0.2 MILE
 HW0215'SOUTHWEST OF A 2-STORY FARMHOUSE, AT THE JUNCTION OF STATE HIGHWAY
 HW0215'615, 24 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 615, 20
 HW0215'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 649, 12 FEET NORTH
 HW0215'OF A 12-INCH ASH TREE, AND 1 FOOT EAST OF A WHITE WOODEN POST
 HW0215'STENCILED U.S.B.M.  A STANDARD DISK, STAMPED F 142 1935 AND SET
 HW0215'IN THE TOP OF A CONCRETE POST.
 HW0215
 HW0215                          STATION RECOVERY (1959)
 HW0215
 HW0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HW0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3664 ***********************************************************************
 HV3664  DESIGNATION -  F 143 RESET 1968
 HV3664  PID         -  HV3664
 HV3664  STATE/COUNTY-  VA/FAUQUIER
 HV3664  USGS QUAD   -  MARSHALL (1983)
 HV3664
 HV3664                         *CURRENT SURVEY CONTROL
 HV3664  ___________________________________________________________________
 HV3664* NAD 83(1986)-  38 45 11.     (N)    077 48 55.     (W)     SCALED    
 HV3664* NAVD 88     -       179.71   (meters)     589.6    (feet)  RESET     
 HV3664  ___________________________________________________________________
 HV3664  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV3664
 HV3664  VERT ORDER  -  THIRD
 HV3664
 HV3664.The horizontal coordinates were scaled from a topographic map and have
 HV3664.an estimated accuracy of +/- 6 seconds.
 HV3664
 HV3664.The orthometric height was computed from unverified reset data.
 HV3664.No vertical observational check was made to the station.
 HV3664
 HV3664.The geoid height was determined by GEOID03.
 HV3664
 HV3664;                    North         East    Units  Estimated Accuracy
 HV3664;SPC VA N     - 2,120,810.    3,559,520.      MT  (+/- 180 meters Scaled)
 HV3664
 HV3664                          SUPERSEDED SURVEY CONTROL
 HV3664
 HV3664  NGVD 29 (??/??/??)  179.93   (m)          590.3    (f) RESET       3  
 HV3664
 HV3664.Superseded values are not recommended for survey control.
 HV3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3664.See file dsdata.txt to determine how the superseded data were derived.
 HV3664
 HV3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH553931(NAD 83)
 HV3664_MARKER: DB = BENCH MARK DISK
 HV3664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3664_STAMPING: F 143 RESET 1968
 HV3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3664+STABILITY: SURFACE MOTION
 HV3664
 HV3664  HISTORY     - Date     Condition        Report By
 HV3664  HISTORY     - 1968     MONUMENTED       VADH
 HV3664
 HV3664                          STATION DESCRIPTION
 HV3664
 HV3664'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968
 HV3664'2.9 MI N FROM WARRENTON.
 HV3664'2.9 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE COUNTY COURTHOUSE
 HV3664'AT WARRENTON, IN THE NORTHWEST ANGLE OF THE JUNCTION OF U.S.
 HV3664'HIGHWAY 15 AND STATE ROAD 628, 47.03 FEET NORTHEAST AND ACROSS
 HV3664'A PAVED DRIVEWAY FROM POWER LINE POLE 145+2381, 16 FEET
 HV3664'NORTH-NORTHWEST OF A 24 INCH WALNUT TREE, SET IN THE TOP OF A
 HV3664'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3741 ***********************************************************************
 HV3741  DESIGNATION -  F 144
 HV3741  PID         -  HV3741
 HV3741  STATE/COUNTY-  VA/FAUQUIER
 HV3741  USGS QUAD   -  JEFFERSONTON (1983)
 HV3741
 HV3741                         *CURRENT SURVEY CONTROL
 HV3741  ___________________________________________________________________
 HV3741* NAD 83(1986)-  38 43 39.     (N)    077 54 00.     (W)     SCALED    
 HV3741* NAVD 88     -       144.364  (meters)     473.63   (feet)  ADJUSTED  
 HV3741  ___________________________________________________________________
 HV3741  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV3741  DYNAMIC HT  -         144.276 (meters)     473.35  (feet)  COMP
 HV3741  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 HV3741
 HV3741  VERT ORDER  -  SECOND    CLASS 0
 HV3741
 HV3741.The horizontal coordinates were scaled from a topographic map and have
 HV3741.an estimated accuracy of +/- 6 seconds.
 HV3741
 HV3741.The orthometric height was determined by differential leveling
 HV3741.and adjusted by the National Geodetic Survey in June 1991..
 HV3741
 HV3741.The geoid height was determined by GEOID03.
 HV3741
 HV3741.The dynamic height is computed by dividing the NAVD 88
 HV3741.geopotential number by the normal gravity value computed on the
 HV3741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3741.degrees latitude (g = 980.6199 gals.).
 HV3741
 HV3741.The modeled gravity was interpolated from observed gravity values.
 HV3741
 HV3741;                    North         East    Units  Estimated Accuracy
 HV3741;SPC VA N     - 2,117,920.    3,552,170.      MT  (+/- 180 meters Scaled)
 HV3741
 HV3741                          SUPERSEDED SURVEY CONTROL
 HV3741
 HV3741  NGVD 29 (??/??/??)  144.575  (m)          474.33   (f) ADJUSTED    2 0
 HV3741
 HV3741.Superseded values are not recommended for survey control.
 HV3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3741.See file dsdata.txt to determine how the superseded data were derived.
 HV3741
 HV3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH479905(NAD 83)
 HV3741_MARKER: DB = BENCH MARK DISK
 HV3741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3741_STAMPING: F 144 1935
 HV3741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3741+STABILITY: SURFACE MOTION
 HV3741
 HV3741  HISTORY     - Date     Condition        Report By
 HV3741  HISTORY     - 1935     MONUMENTED       CGS
 HV3741  HISTORY     - 1941     GOOD             CGS
 HV3741  HISTORY     - 1983     GOOD             NGS
 HV3741
 HV3741                          STATION DESCRIPTION
 HV3741
 HV3741'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3741'1 MI NE FROM CLIFF MILLS.
 HV3741'0.95 MILE NORTH-EAST ALONG 689 FROM THE POST OFFICE AT CLIFF
 HV3741'MILLS, 0.2 MILE NORTH OF INTERSECTION OF 689 AND 678, AT A 3-WAY
 HV3741'FENCE CORNER, 1 FOOT EAST OF R/W FENCE, 27 FEET WEST OF
 HV3741'CENTER-LINE OF 689, 63 FEET NORTH OF A 6-INCH CEDAR TREE, 1 FOOT
 HV3741'WEST OF WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK
 HV3741'STAMPED F-144 1935 AND SET IN TOP OF CONCRETE POST POURED IN THE
 HV3741'FIELD.
 HV3741
 HV3741                          STATION RECOVERY (1983)
 HV3741
 HV3741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV3741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3062 ***********************************************************************
 HW3062  DESIGNATION -  F 145
 HW3062  PID         -  HW3062
 HW3062  STATE/COUNTY-  VA/ALBEMARLE
 HW3062  USGS QUAD   -  CROZET (1987)
 HW3062
 HW3062                         *CURRENT SURVEY CONTROL
 HW3062  ___________________________________________________________________
 HW3062* NAD 83(1986)-  38 00 21.     (N)    078 37 38.     (W)     SCALED    
 HW3062* NAVD 88     -       215.991  (meters)     708.63   (feet)  ADJUSTED  
 HW3062  ___________________________________________________________________
 HW3062  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW3062  DYNAMIC HT  -         215.838 (meters)     708.13  (feet)  COMP
 HW3062  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 HW3062
 HW3062  VERT ORDER  -  SECOND    CLASS 0
 HW3062
 HW3062.The horizontal coordinates were scaled from a topographic map and have
 HW3062.an estimated accuracy of +/- 6 seconds.
 HW3062
 HW3062.The orthometric height was determined by differential leveling
 HW3062.and adjusted by the National Geodetic Survey in June 1991..
 HW3062
 HW3062.The geoid height was determined by GEOID03.
 HW3062
 HW3062.The dynamic height is computed by dividing the NAVD 88
 HW3062.geopotential number by the normal gravity value computed on the
 HW3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3062.degrees latitude (g = 980.6199 gals.).
 HW3062
 HW3062.The modeled gravity was interpolated from observed gravity values.
 HW3062
 HW3062;                    North         East    Units  Estimated Accuracy
 HW3062;SPC VA S     - 1,185,620.    3,488,830.      MT  (+/- 180 meters Scaled)
 HW3062
 HW3062                          SUPERSEDED SURVEY CONTROL
 HW3062
 HW3062  NGVD 29 (??/??/92)  216.23   (m)          709.4    (f) COMPUTED    2 0
 HW3062
 HW3062.Superseded values are not recommended for survey control.
 HW3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3062.See file dsdata.txt to determine how the superseded data were derived.
 HW3062
 HW3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC083091(NAD 83)
 HW3062_MARKER: DB = BENCH MARK DISK
 HW3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW3062_STAMPING: F 145 1935
 HW3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3062+STABILITY: SURFACE MOTION
 HW3062
 HW3062  HISTORY     - Date     Condition        Report By
 HW3062  HISTORY     - 1935     MONUMENTED       CGS
 HW3062  HISTORY     - 1964     GOOD             NGS
 HW3062
 HW3062                          STATION DESCRIPTION
 HW3062
 HW3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW3062'3.8 MI NW FROM RED HILL.
 HW3062'3.8 MILES NORTHWEST ALONG COUNTY ROAD 708 FROM THE SOUTHERN
 HW3062'RAILWAY STATION AT RED HILL, ALBEMARLE COUNTY, 325 FEET NORTH
 HW3062'OF A CONCRETE CULVERT OVER A STREAM, AT THE JUNCTION OF A ROAD
 HW3062'LEADING WEST TO A FARMHOUSE, 33 FEET WEST OF THE CENTERLINE
 HW3062'OF THE COUNTY ROAD, 12 FEET SOUTH OF THE CENTERLINE OF THE
 HW3062'FARM ROAD, AND 11 FEET WEST OF A FENCE CORNER.  A STANDARD DISK
 HW3062'SET IN THE TOP OF A CONCRETE POST.
 HW3062
 HW3062                          STATION RECOVERY (1964)
 HW3062
 HW3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW3062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0709 ***********************************************************************
 GW0709  DESIGNATION -  F 146
 GW0709  PID         -  GW0709
 GW0709  STATE/COUNTY-  VA/NELSON
 GW0709  USGS QUAD   -  GREENFIELD (1981)
 GW0709
 GW0709                         *CURRENT SURVEY CONTROL
 GW0709  ___________________________________________________________________
 GW0709* NAD 83(1986)-  37 52 44.     (N)    078 46 54.     (W)     SCALED    
 GW0709* NAVD 88     -       206.986  (meters)     679.09   (feet)  ADJUSTED  
 GW0709  ___________________________________________________________________
 GW0709  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW0709  DYNAMIC HT  -         206.835 (meters)     678.59  (feet)  COMP
 GW0709  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 GW0709
 GW0709  VERT ORDER  -  SECOND    CLASS 0
 GW0709
 GW0709.The horizontal coordinates were scaled from a topographic map and have
 GW0709.an estimated accuracy of +/- 6 seconds.
 GW0709
 GW0709.The orthometric height was determined by differential leveling
 GW0709.and adjusted by the National Geodetic Survey in June 1991..
 GW0709
 GW0709.The geoid height was determined by GEOID03.
 GW0709
 GW0709.The dynamic height is computed by dividing the NAVD 88
 GW0709.geopotential number by the normal gravity value computed on the
 GW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0709.degrees latitude (g = 980.6199 gals.).
 GW0709
 GW0709.The modeled gravity was interpolated from observed gravity values.
 GW0709
 GW0709;                    North         East    Units  Estimated Accuracy
 GW0709;SPC VA S     - 1,171,560.    3,475,220.      MT  (+/- 180 meters Scaled)
 GW0709
 GW0709                          SUPERSEDED SURVEY CONTROL
 GW0709
 GW0709  NGVD 29 (??/??/92)  207.146  (m)          679.61   (f) ADJ UNCH    2 0
 GW0709
 GW0709.Superseded values are not recommended for survey control.
 GW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0709.See file dsdata.txt to determine how the superseded data were derived.
 GW0709
 GW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB950946(NAD 83)
 GW0709_MARKER: DB = BENCH MARK DISK
 GW0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0709_STAMPING: F 146 1935
 GW0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0709+STABILITY: SURFACE MOTION
 GW0709
 GW0709  HISTORY     - Date     Condition        Report By
 GW0709  HISTORY     - 1935     MONUMENTED       CGS
 GW0709
 GW0709                          STATION DESCRIPTION
 GW0709
 GW0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0709'6.3 MI NE FROM HEARDS.
 GW0709'IN NELSON COUNTY, 1.1 MILES NORTHEAST ALONG COUNTY ROAD 633 FROM
 GW0709'HEARDS, ALBEMARLE COUNTY, THENCE 5.2 MILES SOUTHWEST ALONG COUNTY
 GW0709'ROAD 634, 85 FEET NORTH OF A SHARP CURVE, 72 FEET EAST OF A
 GW0709'SMALL LOG BARN, 54 FEET NORTH OF A SMALL WOODEN BRIDGE OVER A
 GW0709'STREAM, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH
 GW0709'OF A GATE, AT THE FENCE, AND 2 FEET HIGHER THAN THE ROADWAY.  A
 GW0709'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0678 ***********************************************************************
 GW0678  DESIGNATION -  F 147
 GW0678  PID         -  GW0678
 GW0678  STATE/COUNTY-  VA/NELSON
 GW0678  USGS QUAD   -  LOVINGSTON (1984)
 GW0678
 GW0678                         *CURRENT SURVEY CONTROL
 GW0678  ___________________________________________________________________
 GW0678* NAD 83(1986)-  37 48 03.     (N)    078 45 13.     (W)     SCALED    
 GW0678* NAVD 88     -       148.885  (meters)     488.47   (feet)  ADJUSTED  
 GW0678  ___________________________________________________________________
 GW0678  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GW0678  DYNAMIC HT  -         148.778 (meters)     488.12  (feet)  COMP
 GW0678  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 GW0678
 GW0678  VERT ORDER  -  SECOND    CLASS 0
 GW0678
 GW0678.The horizontal coordinates were scaled from a topographic map and have
 GW0678.an estimated accuracy of +/- 6 seconds.
 GW0678
 GW0678.The orthometric height was determined by differential leveling
 GW0678.and adjusted by the National Geodetic Survey in June 1991..
 GW0678
 GW0678.The geoid height was determined by GEOID03.
 GW0678
 GW0678.The dynamic height is computed by dividing the NAVD 88
 GW0678.geopotential number by the normal gravity value computed on the
 GW0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0678.degrees latitude (g = 980.6199 gals.).
 GW0678
 GW0678.The modeled gravity was interpolated from observed gravity values.
 GW0678
 GW0678;                    North         East    Units  Estimated Accuracy
 GW0678;SPC VA S     - 1,162,890.    3,477,670.      MT  (+/- 180 meters Scaled)
 GW0678
 GW0678                          SUPERSEDED SURVEY CONTROL
 GW0678
 GW0678  NGVD 29 (??/??/92)  149.051  (m)          489.01   (f) ADJ UNCH    2 0
 GW0678
 GW0678.Superseded values are not recommended for survey control.
 GW0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0678.See file dsdata.txt to determine how the superseded data were derived.
 GW0678
 GW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB977860(NAD 83)
 GW0678_MARKER: DB = BENCH MARK DISK
 GW0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0678_STAMPING: F 147 1935
 GW0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0678+STABILITY: SURFACE MOTION
 GW0678
 GW0678  HISTORY     - Date     Condition        Report By
 GW0678  HISTORY     - 1935     MONUMENTED       CGS
 GW0678
 GW0678                          STATION DESCRIPTION
 GW0678
 GW0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0678'AT ROCKFISH.
 GW0678'AT ROCKFISH, NELSON COUNTY, 126 FEET SOUTH OF THE SOUTHERN
 GW0678'RAILWAY STATION, 900 FEET NORTH OF MILEPOST 135, 350 FEET NORTH
 GW0678'OF THE NORTH END OF THE STEEL STRUCTURE RAILROAD BRIDGE OVER THE
 GW0678'RIVER, 36 FEET EAST OF THE CENTERLINE OF THE NEAREST MAIN TRACK,
 GW0678'AND 2 FEET BELOW THE LEVEL OF THE GRADE.  A STANDARD DISK SET IN
 GW0678'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0840 ***********************************************************************
 GW0840  DESIGNATION -  F 149
 GW0840  PID         -  GW0840
 GW0840  STATE/COUNTY-  VA/NELSON
 GW0840  USGS QUAD   -  SHIPMAN (1987)
 GW0840
 GW0840                         *CURRENT SURVEY CONTROL
 GW0840  ___________________________________________________________________
 GW0840* NAD 83(1986)-  37 40 17.     (N)    078 45 28.     (W)     SCALED    
 GW0840* NAVD 88     -       195.927  (meters)     642.80   (feet)  ADJUSTED  
 GW0840  ___________________________________________________________________
 GW0840  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 GW0840  DYNAMIC HT  -         195.788 (meters)     642.35  (feet)  COMP
 GW0840  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 GW0840
 GW0840  VERT ORDER  -  SECOND    CLASS 0
 GW0840
 GW0840.The horizontal coordinates were scaled from a topographic map and have
 GW0840.an estimated accuracy of +/- 6 seconds.
 GW0840
 GW0840.The orthometric height was determined by differential leveling
 GW0840.and adjusted by the National Geodetic Survey in June 1991..
 GW0840
 GW0840.The geoid height was determined by GEOID03.
 GW0840
 GW0840.The dynamic height is computed by dividing the NAVD 88
 GW0840.geopotential number by the normal gravity value computed on the
 GW0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0840.degrees latitude (g = 980.6199 gals.).
 GW0840
 GW0840.The modeled gravity was interpolated from observed gravity values.
 GW0840
 GW0840;                    North         East    Units  Estimated Accuracy
 GW0840;SPC VA S     - 1,148,520.    3,477,260.      MT  (+/- 180 meters Scaled)
 GW0840
 GW0840                          SUPERSEDED SURVEY CONTROL
 GW0840
 GW0840  NGVD 29 (??/??/92)  196.137  (m)          643.49   (f) ADJ UNCH    2 0
 GW0840
 GW0840.Superseded values are not recommended for survey control.
 GW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0840.See file dsdata.txt to determine how the superseded data were derived.
 GW0840
 GW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB977717(NAD 83)
 GW0840_MARKER: DB = BENCH MARK DISK
 GW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0840_STAMPING: F 149 1935
 GW0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0840+STABILITY: SURFACE MOTION
 GW0840
 GW0840  HISTORY     - Date     Condition        Report By
 GW0840  HISTORY     - 1935     MONUMENTED       CGS
 GW0840  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0840  HISTORY     - 1983     GOOD             NGS
 GW0840
 GW0840                          STATION DESCRIPTION
 GW0840
 GW0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0840'3 MI NW FROM WINGINA.
 GW0840'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 56 FROM THE CHESAPEAKE
 GW0840'AND OHIO RAILWAY STATION AT WINGINA, NELSON COUNTY, OPPOSITE A
 GW0840'SHARP CURVE, AT A SMALL CLEARING, 60 YARDS SOUTH OF THE TOP OF A
 GW0840'GRADE, AT THE JUNCTION OF A DIRT TRAIL LEADING SOUTHWEST, 120 FEET
 GW0840'SOUTH OF THE CENTERLINE OF THE TRAIL, 40 FEET WEST OF THE CENTERLINE
 GW0840'OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK SET
 GW0840'IN THE TOP OF A CONCRETE POST.
 GW0840
 GW0840                          STATION RECOVERY (1983)
 GW0840
 GW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0840'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 GW0840'THIS AREA HAS BEEN CLEARED OF TIMBER AND IT IS POSSIBLE THAT HEAVY
 GW0840'MACHINERY DESTROYED THE MARK, CONSIDER DESTROYED.
 GW0840
 GW0840                          STATION RECOVERY (1983)
 GW0840
 GW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0855 ***********************************************************************
 GW0855  DESIGNATION -  F 15
 GW0855  PID         -  GW0855
 GW0855  STATE/COUNTY-  VA/BEDFORD
 GW0855  USGS QUAD   -  BIG ISLAND (1983)
 GW0855
 GW0855                         *CURRENT SURVEY CONTROL
 GW0855  ___________________________________________________________________
 GW0855* NAD 83(1986)-  37 33 28.     (N)    079 22 12.     (W)     SCALED    
 GW0855* NAVD 88     -       189.456  (meters)     621.57   (feet)  ADJUSTED  
 GW0855  ___________________________________________________________________
 GW0855  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 GW0855  DYNAMIC HT  -         189.309 (meters)     621.09  (feet)  COMP
 GW0855  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 GW0855
 GW0855  VERT ORDER  -  FIRST     CLASS II
 GW0855
 GW0855.The horizontal coordinates were scaled from a topographic map and have
 GW0855.an estimated accuracy of +/- 6 seconds.
 GW0855
 GW0855.The orthometric height was determined by differential leveling
 GW0855.and adjusted by the National Geodetic Survey in June 1991..
 GW0855
 GW0855.The geoid height was determined by GEOID03.
 GW0855
 GW0855.The dynamic height is computed by dividing the NAVD 88
 GW0855.geopotential number by the normal gravity value computed on the
 GW0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0855.degrees latitude (g = 980.6199 gals.).
 GW0855
 GW0855.The modeled gravity was interpolated from observed gravity values.
 GW0855
 GW0855;                    North         East    Units  Estimated Accuracy
 GW0855;SPC VA S     - 1,136,240.    3,423,130.      MT  (+/- 180 meters Scaled)
 GW0855
 GW0855                          SUPERSEDED SURVEY CONTROL
 GW0855
 GW0855  NGVD 29 (??/??/92)  189.666  (m)          622.26   (f) ADJ UNCH    1 2
 GW0855
 GW0855.Superseded values are not recommended for survey control.
 GW0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0855.See file dsdata.txt to determine how the superseded data were derived.
 GW0855
 GW0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB439580(NAD 83)
 GW0855_MARKER: DB = BENCH MARK DISK
 GW0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0855_STAMPING: 622.259 F 15 1928
 GW0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0855+STABILITY: SURFACE MOTION
 GW0855
 GW0855  HISTORY     - Date     Condition        Report By
 GW0855  HISTORY     - 1928     MONUMENTED       CGS
 GW0855  HISTORY     - 1936     GOOD             NGS
 GW0855  HISTORY     - 1984     MARK NOT FOUND   NGS
 GW0855
 GW0855                          STATION DESCRIPTION
 GW0855
 GW0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0855'AT MAJOR.
 GW0855'AT MAJOR, BEDFORD COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0855'98 FEET SOUTH OF THE STATION SIGN, 318 FEET SOUTH OF MILEPOST 167,
 GW0855'35 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, NEAR A LINE
 GW0855'OF POLES, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 GW0855'STAMPED 622.259 F 15 1928 AND SET IN THE TOP OF A CONCRETE POST
 GW0855'PROJECTING 6 INCHES ABOVE GROUND.
 GW0855
 GW0855                          STATION RECOVERY (1984)
 GW0855
 GW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0855'NOT RECOVERED, NEW TRACKS HAVE BEEN LAYED AND SHOULDER BULLDOZED, NO
 GW0855'SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0683 ***********************************************************************
 GW0683  DESIGNATION -  F 151
 GW0683  PID         -  GW0683
 GW0683  STATE/COUNTY-  VA/NELSON
 GW0683  USGS QUAD   -  LOVINGSTON (1984)
 GW0683
 GW0683                         *CURRENT SURVEY CONTROL
 GW0683  ___________________________________________________________________
 GW0683* NAD 83(1986)-  37 46 29.     (N)    078 46 50.     (W)     SCALED    
 GW0683* NAVD 88     -       179.332  (meters)     588.36   (feet)  ADJUSTED  
 GW0683  ___________________________________________________________________
 GW0683  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 GW0683  DYNAMIC HT  -         179.203 (meters)     587.94  (feet)  COMP
 GW0683  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 GW0683
 GW0683  VERT ORDER  -  SECOND    CLASS 0
 GW0683
 GW0683.The horizontal coordinates were scaled from a topographic map and have
 GW0683.an estimated accuracy of +/- 6 seconds.
 GW0683
 GW0683.The orthometric height was determined by differential leveling
 GW0683.and adjusted by the National Geodetic Survey in June 1991..
 GW0683
 GW0683.The geoid height was determined by GEOID03.
 GW0683
 GW0683.The dynamic height is computed by dividing the NAVD 88
 GW0683.geopotential number by the normal gravity value computed on the
 GW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0683.degrees latitude (g = 980.6199 gals.).
 GW0683
 GW0683.The modeled gravity was interpolated from observed gravity values.
 GW0683
 GW0683;                    North         East    Units  Estimated Accuracy
 GW0683;SPC VA S     - 1,160,000.    3,475,280.      MT  (+/- 180 meters Scaled)
 GW0683
 GW0683                          SUPERSEDED SURVEY CONTROL
 GW0683
 GW0683  NGVD 29 (??/??/92)  179.503  (m)          588.92   (f) ADJ UNCH    2 0
 GW0683
 GW0683.Superseded values are not recommended for survey control.
 GW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0683.See file dsdata.txt to determine how the superseded data were derived.
 GW0683
 GW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB954831(NAD 83)
 GW0683_MARKER: DB = BENCH MARK DISK
 GW0683_SETTING: 80 = SET IN A BOULDER
 GW0683_SP_SET: BOULDER
 GW0683_STAMPING: F 151 1935
 GW0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0683+STABILITY: SURFACE MOTION
 GW0683
 GW0683  HISTORY     - Date     Condition        Report By
 GW0683  HISTORY     - 1935     MONUMENTED       CGS
 GW0683
 GW0683                          STATION DESCRIPTION
 GW0683
 GW0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0683'1.6 MI N FROM ELMA.
 GW0683'1.6 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 GW0683'ELMA, NELSON COUNTY, 0.4 MILE SOUTH OF MILEPOST 137, 45 FEET NORTH
 GW0683'OF THE SOUTH END OF A ROCK CUT, 15 FEET WEST OF THE CENTERLINE
 GW0683'OF THE SOUTH-BOUND TRACK, IN THE TOP OF THE EDGE OF A BOULDER,
 GW0683'AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1105 ***********************************************************************
 HW1105  DESIGNATION -  F 155
 HW1105  PID         -  HW1105
 HW1105  STATE/COUNTY-  VA/ALBEMARLE
 HW1105  USGS QUAD   -  CHARLOTTESVILLE WEST (1997)
 HW1105
 HW1105                         *CURRENT SURVEY CONTROL
 HW1105  ___________________________________________________________________
 HW1105* NAD 83(1986)-  38 06 59.     (N)    078 31 01.     (W)     SCALED    
 HW1105* NAVD 88     -       168.097  (meters)     551.50   (feet)  ADJUSTED  
 HW1105  ___________________________________________________________________
 HW1105  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HW1105  DYNAMIC HT  -         167.979 (meters)     551.11  (feet)  COMP
 HW1105  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HW1105
 HW1105  VERT ORDER  -  SECOND    CLASS 0
 HW1105
 HW1105.The horizontal coordinates were scaled from a topographic map and have
 HW1105.an estimated accuracy of +/- 6 seconds.
 HW1105
 HW1105.The orthometric height was determined by differential leveling
 HW1105.and adjusted by the National Geodetic Survey in June 1991..
 HW1105
 HW1105.The geoid height was determined by GEOID03.
 HW1105
 HW1105.The dynamic height is computed by dividing the NAVD 88
 HW1105.geopotential number by the normal gravity value computed on the
 HW1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1105.degrees latitude (g = 980.6199 gals.).
 HW1105
 HW1105.The modeled gravity was interpolated from observed gravity values.
 HW1105
 HW1105;                    North         East    Units  Estimated Accuracy
 HW1105;SPC VA S     - 1,197,890.    3,498,510.      MT  (+/- 180 meters Scaled)
 HW1105
 HW1105                          SUPERSEDED SURVEY CONTROL
 HW1105
 HW1105  NGVD 29 (??/??/92)  168.334  (m)          552.28   (f) ADJ UNCH    2 0
 HW1105
 HW1105.Superseded values are not recommended for survey control.
 HW1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1105.See file dsdata.txt to determine how the superseded data were derived.
 HW1105
 HW1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC176216(NAD 83)
 HW1105_MARKER: DB = BENCH MARK DISK
 HW1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1105_STAMPING: F 155 1935
 HW1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1105+STABILITY: SURFACE MOTION
 HW1105
 HW1105  HISTORY     - Date     Condition        Report By
 HW1105  HISTORY     - 1935     MONUMENTED       CGS
 HW1105  HISTORY     - 1964     GOOD             NGS
 HW1105
 HW1105                          STATION DESCRIPTION
 HW1105
 HW1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW1105'5.6 MI SE FROM FREE UNION.
 HW1105'3.7 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 601 FROM THE
 HW1105'GENERAL STORE AT FREE UNION, ALBEMARLE COUNTY, THENCE 1.6 MILES
 HW1105'EAST ALONG SECONDARY STATE HIGHWAY 676, AND THENCE 0.3 MILE
 HW1105'NORTH ALONG SECONDARY STATE HIGHWAY 660, AT LONE PINE SCHOOL,
 HW1105'123 FEET NORTH OF THE SCHOOLHOUSE, 22 FEET WEST OF THE CENTERLINE
 HW1105'OF THE HIGHWAY, AND 2 FEET WEST OF THE NORTHEAST CORNER OF THE
 HW1105'SCHOOLYARD.  A STANDARD DISK, STAMPED F 155 1935 AND SET IN
 HW1105'THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW 20 FEET SOUTH
 HW1105'OF A UTILITY POLE, 3 FEET WEST OF A FENCE AND IN A PASTURE AND
 HW1105'NOT IN THE NORTHEAST CORNER OF SCHOOL YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0534 ***********************************************************************
 HW0534  DESIGNATION -  F 156
 HW0534  PID         -  HW0534
 HW0534  STATE/COUNTY-  VA/GREENE
 HW0534  USGS QUAD   -  EARLYSVILLE (1984)
 HW0534
 HW0534                         *CURRENT SURVEY CONTROL
 HW0534  ___________________________________________________________________
 HW0534* NAD 83(1986)-  38 12 52.     (N)    078 25 37.     (W)     SCALED    
 HW0534* NAVD 88     -       188.736  (meters)     619.21   (feet)  ADJUSTED  
 HW0534  ___________________________________________________________________
 HW0534  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HW0534  DYNAMIC HT  -         188.604 (meters)     618.78  (feet)  COMP
 HW0534  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HW0534
 HW0534  VERT ORDER  -  SECOND    CLASS 0
 HW0534
 HW0534.The horizontal coordinates were scaled from a topographic map and have
 HW0534.an estimated accuracy of +/- 6 seconds.
 HW0534
 HW0534.The orthometric height was determined by differential leveling
 HW0534.and adjusted by the National Geodetic Survey in June 1991..
 HW0534
 HW0534.The geoid height was determined by GEOID03.
 HW0534
 HW0534.The dynamic height is computed by dividing the NAVD 88
 HW0534.geopotential number by the normal gravity value computed on the
 HW0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0534.degrees latitude (g = 980.6199 gals.).
 HW0534
 HW0534.The modeled gravity was interpolated from observed gravity values.
 HW0534
 HW0534;                    North         East    Units  Estimated Accuracy
 HW0534;SPC VA N     - 2,060,810.    3,506,400.      MT  (+/- 180 meters Scaled)
 HW0534
 HW0534                          SUPERSEDED SURVEY CONTROL
 HW0534
 HW0534  NGVD 29 (??/??/92)  188.949  (m)          619.91   (f) ADJ UNCH    2 0
 HW0534
 HW0534.Superseded values are not recommended for survey control.
 HW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0534.See file dsdata.txt to determine how the superseded data were derived.
 HW0534
 HW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC252327(NAD 83)
 HW0534_MARKER: DB = BENCH MARK DISK
 HW0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0534_STAMPING: F 156 1935
 HW0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0534+STABILITY: SURFACE MOTION
 HW0534
 HW0534  HISTORY     - Date     Condition        Report By
 HW0534  HISTORY     - 1935     MONUMENTED       CGS
 HW0534  HISTORY     - 1964     GOOD             NGS
 HW0534  HISTORY     - 20020919 MARK NOT FOUND   NGS
 HW0534
 HW0534                          STATION DESCRIPTION
 HW0534
 HW0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HW0534'3 MI SW FROM MIDWAY.
 HW0534'IN GREENE COUNTY, 3.0 MILES SOUTHWEST ALONG SECONDARY STATE
 HW0534'HIGHWAY 644 FROM THE JUNCTION OF U.S. HIGHWAY 33 AT MIDWAY,
 HW0534'GREENE COUNTY, 2.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY
 HW0534'743 FROM THE FLOUR MILL AT ADVANCE MILLS, ALBEMARLE COUNTY, AT
 HW0534'A ROAD JUNCTION, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 HW0534'MAIN ROAD, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD,
 HW0534'AND IN THE WYE OF THE JUNCTION.  A STANDARD DISK, STAMPED F 156
 HW0534'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0534
 HW0534                          STATION RECOVERY (2002)
 HW0534
 HW0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DRD)
 HW0534'SEARCH FOR 1/2 HOUR.  INTERSECTION APPEARS TO HAVE BEEN RESURFACED AND
 HW0534'WIDENED SINCE 1964.  MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0898 ***********************************************************************
 HW0898  DESIGNATION -  F 157
 HW0898  PID         -  HW0898
 HW0898  STATE/COUNTY-  VA/ROCKINGHAM
 HW0898  USGS QUAD   -  GROTTOES (1987)
 HW0898
 HW0898                         *CURRENT SURVEY CONTROL
 HW0898  ___________________________________________________________________
 HW0898* NAD 83(1986)-  38 22 18.     (N)    078 52 00.     (W)     SCALED    
 HW0898* NAVD 88     -       436.544  (meters)    1432.23   (feet)  ADJUSTED  
 HW0898  ___________________________________________________________________
 HW0898  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW0898  DYNAMIC HT  -         436.222 (meters)    1431.17  (feet)  COMP
 HW0898  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 HW0898
 HW0898  VERT ORDER  -  SECOND    CLASS 0
 HW0898
 HW0898.The horizontal coordinates were scaled from a topographic map and have
 HW0898.an estimated accuracy of +/- 6 seconds.
 HW0898
 HW0898.The orthometric height was determined by differential leveling
 HW0898.and adjusted by the National Geodetic Survey in June 1991..
 HW0898
 HW0898.The geoid height was determined by GEOID03.
 HW0898
 HW0898.The dynamic height is computed by dividing the NAVD 88
 HW0898.geopotential number by the normal gravity value computed on the
 HW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0898.degrees latitude (g = 980.6199 gals.).
 HW0898
 HW0898.The modeled gravity was interpolated from observed gravity values.
 HW0898
 HW0898;                    North         East    Units  Estimated Accuracy
 HW0898;SPC VA N     - 2,078,320.    3,467,960.      MT  (+/- 180 meters Scaled)
 HW0898
 HW0898                          SUPERSEDED SURVEY CONTROL
 HW0898
 HW0898  NGVD 29 (??/??/92)  436.686  (m)         1432.69   (f) ADJ UNCH    2 0
 HW0898
 HW0898.Superseded values are not recommended for survey control.
 HW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0898.See file dsdata.txt to determine how the superseded data were derived.
 HW0898
 HW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC863492(NAD 83)
 HW0898_MARKER: DB = BENCH MARK DISK
 HW0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0898_STAMPING: F-157 1935
 HW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0898+STABILITY: SURFACE MOTION
 HW0898
 HW0898  HISTORY     - Date     Condition        Report By
 HW0898  HISTORY     - 1935     MONUMENTED       CGS
 HW0898  HISTORY     - 19971014 MARK NOT FOUND   USPSQD
 HW0898
 HW0898                          STATION DESCRIPTION
 HW0898
 HW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0898'2.2 MI SE FROM ROCKINGHAM.
 HW0898'2.2 MILES SOUTHEAST ALONG COUNTY ROAD 679 FROM THE BALTIMORE
 HW0898'AND OHIO RAILROAD STATION AT ROCKINGHAM, ROCKINGHAM, COUNTY,
 HW0898'ABOUT 0.2 MILE SOUTHEAST OF A LARGE 2-STORY WHITE FARMHOUSE AT
 HW0898'THE TOP OF A SMALL HILL, AT THE JUNCTION OF A PRIVATE DRIVEWAY
 HW0898'LEADING NORTHEAST BETWEEN AN APPLE ORCHARD AND THE TIMBER,
 HW0898'ABOUT 90 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY,
 HW0898'AND 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 HW0898'DISK, STAMPED F 157 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HW0898
 HW0898                          STATION RECOVERY (1997)
 HW0898
 HW0898'RECOVERY NOTE BY US POWER SQUADRON 1997
 HW0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1744 ***********************************************************************
 HW1744  DESIGNATION -  F 159
 HW1744  PID         -  HW1744
 HW1744  STATE/COUNTY-  VA/AUGUSTA
 HW1744  USGS QUAD   -  AUGUSTA SPRINGS (1978)
 HW1744
 HW1744                         *CURRENT SURVEY CONTROL
 HW1744  ___________________________________________________________________
 HW1744* NAD 83(1986)-  38 01 02.     (N)    079 16 37.     (W)     SCALED    
 HW1744* NAVD 88     -       542.247  (meters)    1779.02   (feet)  ADJUSTED  
 HW1744  ___________________________________________________________________
 HW1744  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HW1744  DYNAMIC HT  -         541.819 (meters)    1777.62  (feet)  COMP
 HW1744  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 HW1744
 HW1744  VERT ORDER  -  SECOND    CLASS 0
 HW1744
 HW1744.The horizontal coordinates were scaled from a topographic map and have
 HW1744.an estimated accuracy of +/- 6 seconds.
 HW1744
 HW1744.The orthometric height was determined by differential leveling
 HW1744.and adjusted by the National Geodetic Survey in June 1991..
 HW1744
 HW1744.The geoid height was determined by GEOID03.
 HW1744
 HW1744.The dynamic height is computed by dividing the NAVD 88
 HW1744.geopotential number by the normal gravity value computed on the
 HW1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1744.degrees latitude (g = 980.6199 gals.).
 HW1744
 HW1744.The modeled gravity was interpolated from observed gravity values.
 HW1744
 HW1744;                    North         East    Units  Estimated Accuracy
 HW1744;SPC VA N     - 2,039,200.    3,431,780.      MT  (+/- 180 meters Scaled)
 HW1744
 HW1744                          SUPERSEDED SURVEY CONTROL
 HW1744
 HW1744  NGVD 29 (??/??/92)  542.384  (m)         1779.47   (f) ADJ UNCH    2 0
 HW1744
 HW1744.Superseded values are not recommended for survey control.
 HW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1744.See file dsdata.txt to determine how the superseded data were derived.
 HW1744
 HW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC512091(NAD 83)
 HW1744_MARKER: DB = BENCH MARK DISK
 HW1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1744_STAMPING: F 159 1935
 HW1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1744+STABILITY: SURFACE MOTION
 HW1744
 HW1744  HISTORY     - Date     Condition        Report By
 HW1744  HISTORY     - 1935     MONUMENTED       CGS
 HW1744
 HW1744                          STATION DESCRIPTION
 HW1744
 HW1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1744'4.5 MI SW FROM MIDDLEBROOK.
 HW1744'4.5 MILES SOUTHWEST ALONG COUNTY ROAD 620 FROM THE POST OFFICE
 HW1744'AT MIDDLEBROOK, AUGUSTA COUNTY, AT THE JUNCTION OF COUNTY ROAD
 HW1744'682, ABOUT 50 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 620,
 HW1744'AND 30 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 682.  A
 HW1744'STANDARD DISK, STAMPED F 159 1935 AND SET IN THE TOP OF A
 HW1744'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0600 ***********************************************************************
 GW0600  DESIGNATION -  F 16
 GW0600  PID         -  GW0600
 GW0600  STATE/COUNTY-  VA/ALBEMARLE
 GW0600  USGS QUAD   -  ESMONT (1987)
 GW0600
 GW0600                         *CURRENT SURVEY CONTROL
 GW0600  ___________________________________________________________________
 GW0600* NAD 83(1986)-  37 45 59.     (N)    078 33 26.     (W)     SCALED    
 GW0600* NAVD 88     -        89.784  (meters)     294.57   (feet)  ADJUSTED  
 GW0600  ___________________________________________________________________
 GW0600  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 GW0600  DYNAMIC HT  -          89.721 (meters)     294.36  (feet)  COMP
 GW0600  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 GW0600
 GW0600  VERT ORDER  -  FIRST     CLASS II
 GW0600
 GW0600.The horizontal coordinates were scaled from a topographic map and have
 GW0600.an estimated accuracy of +/- 6 seconds.
 GW0600
 GW0600.The orthometric height was determined by differential leveling
 GW0600.and adjusted by the National Geodetic Survey in June 1991..
 GW0600
 GW0600.The geoid height was determined by GEOID03.
 GW0600
 GW0600.The dynamic height is computed by dividing the NAVD 88
 GW0600.geopotential number by the normal gravity value computed on the
 GW0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0600.degrees latitude (g = 980.6199 gals.).
 GW0600
 GW0600.The modeled gravity was interpolated from observed gravity values.
 GW0600
 GW0600;                    North         East    Units  Estimated Accuracy
 GW0600;SPC VA S     - 1,159,040.    3,494,960.      MT  (+/- 180 meters Scaled)
 GW0600
 GW0600                          SUPERSEDED SURVEY CONTROL
 GW0600
 GW0600  NGVD 29 (??/??/92)   90.056  (m)          295.46   (f) ADJ UNCH    1 2
 GW0600
 GW0600.Superseded values are not recommended for survey control.
 GW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0600.See file dsdata.txt to determine how the superseded data were derived.
 GW0600
 GW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB151827(NAD 83)
 GW0600_MARKER: DB = BENCH MARK DISK
 GW0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0600_STAMPING: 295.452 F 16 1928
 GW0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0600+STABILITY: SURFACE MOTION
 GW0600
 GW0600  HISTORY     - Date     Condition        Report By
 GW0600  HISTORY     - 1928     MONUMENTED       CGS
 GW0600  HISTORY     - 1936     GOOD             NGS
 GW0600  HISTORY     - 1983     MARK NOT FOUND   NGS
 GW0600
 GW0600                          STATION DESCRIPTION
 GW0600
 GW0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 GW0600'AT WARREN.
 GW0600'AT WARREN, ALBEMARLE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 GW0600'200 FEET EAST OF THE STATION, 80 FEET NORTH OF THE CENTERLINE
 GW0600'OF THE MAIN TRACK, 20 FEET NORTH OF THE CENTERLINE OF THE ROCKFISH
 GW0600'BRANCH LINE, 1 FOOT NORTH OF AN EAST-AND-WEST FENCE, AND ABOUT
 GW0600'6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 295.452
 GW0600'F 16 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW0600'6 INCHES ABOVE GROUND.
 GW0600
 GW0600                          STATION RECOVERY (1983)
 GW0600
 GW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0600'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 GW0600'THE SPUR TRACK HAS BEEN REMOVED AND THE ENTIRE AREA HAS BEEN GRADED
 GW0600'AND IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2448 ***********************************************************************
 GV2448  DESIGNATION -  F 17
 GV2448  PID         -  GV2448
 GV2448  STATE/COUNTY-  VA/GOOCHLAND
 GV2448  USGS QUAD   -  PERKINSVILLE (1987)
 GV2448
 GV2448                         *CURRENT SURVEY CONTROL
 GV2448  ___________________________________________________________________
 GV2448* NAD 83(1986)-  37 38 35.     (N)    077 49 45.     (W)     SCALED    
 GV2448* NAVD 88     -        43.112  (meters)     141.44   (feet)  ADJUSTED  
 GV2448  ___________________________________________________________________
 GV2448  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GV2448  DYNAMIC HT  -          43.083 (meters)     141.35  (feet)  COMP
 GV2448  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 GV2448
 GV2448  VERT ORDER  -  FIRST     CLASS II
 GV2448
 GV2448.The horizontal coordinates were scaled from a topographic map and have
 GV2448.an estimated accuracy of +/- 6 seconds.
 GV2448
 GV2448.The orthometric height was determined by differential leveling
 GV2448.and adjusted by the National Geodetic Survey in June 1991..
 GV2448.WARNING-Repeat measurements at this control monument indicate possible
 GV2448.vertical movement.
 GV2448
 GV2448.The geoid height was determined by GEOID03.
 GV2448
 GV2448.The dynamic height is computed by dividing the NAVD 88
 GV2448.geopotential number by the normal gravity value computed on the
 GV2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2448.degrees latitude (g = 980.6199 gals.).
 GV2448
 GV2448.The modeled gravity was interpolated from observed gravity values.
 GV2448
 GV2448;                    North         East    Units  Estimated Accuracy
 GV2448;SPC VA S     - 1,145,560.    3,559,200.      MT  (+/- 180 meters Scaled)
 GV2448
 GV2448                          SUPERSEDED SURVEY CONTROL
 GV2448
 GV2448  NGVD 29 (??/??/??)   43.376  (m)          142.31   (f) ADJUSTED    1 2
 GV2448
 GV2448.Superseded values are not recommended for survey control.
 GV2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2448.See file dsdata.txt to determine how the superseded data were derived.
 GV2448
 GV2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG503699(NAD 83)
 GV2448_MARKER: DB = BENCH MARK DISK
 GV2448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2448_SP_SET: CULVERT
 GV2448_STAMPING: 142.306 F 17 1929
 GV2448_MARK LOGO: CGS   
 GV2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2448+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GV2448
 GV2448  HISTORY     - Date     Condition        Report By
 GV2448  HISTORY     - 1929     MONUMENTED       CGS
 GV2448  HISTORY     - 1960     GOOD             CGS
 GV2448  HISTORY     - 1973     GOOD             NGS
 GV2448  HISTORY     - 1983     GOOD             NGS
 GV2448  HISTORY     - 19980221 GOOD             USPSQD
 GV2448  HISTORY     - 20030109 GOOD             USPSQD
 GV2448  HISTORY     - 20060311 GOOD             USPSQD
 GV2448
 GV2448                          STATION DESCRIPTION
 GV2448
 GV2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2448'AT STATE FARM.
 GV2448'AT STATE FARM, GOOCHLAND COUNTY, ON THE CHESAPEAKE AND OHIO
 GV2448'RAILWAY, 55 FEET NORTHEAST OF THE STATION, 0.1 MILE EAST OF
 GV2448'MILEPOST 27, 41 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 GV2448'21 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD, AT A CONCRETE
 GV2448'HIGHWAY CULVERT, AND IN THE TOP OF THE SOUTHEAST HEADWALL.  A
 GV2448'STANDARD DISK, STAMPED 142.306 F 17 1929.
 GV2448
 GV2448                          STATION RECOVERY (1973)
 GV2448
 GV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GV2448'RECOVERED IN GOOD CONDITION.
 GV2448
 GV2448                          STATION RECOVERY (1983)
 GV2448
 GV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV2448'RECOVERED IN GOOD CONDITION, OMIT--55 FT NORTHEAST OF THE STATION,
 GV2448'ADD--0.61 METER (2.0 FT) NORTHEAST OF A WITNESS POST.
 GV2448
 GV2448                          STATION RECOVERY (1998)
 GV2448
 GV2448'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2448'RECOVERED IN GOOD CONDITION.
 GV2448
 GV2448                          STATION RECOVERY (2003)
 GV2448
 GV2448'RECOVERY NOTE BY US POWER SQUADRON 2003 (DK)
 GV2448'RECOVERED IN GOOD CONDITION.
 GV2448
 GV2448                          STATION RECOVERY (2006)
 GV2448
 GV2448'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 GV2448'MARK IS LOCATED ON CULVERT HEAD WALL UNDER AN ABANDONED ROAD AND IS
 GV2448'186 FT SOUTHEAST OF CENTER LINE OF PRESENT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1476 ***********************************************************************
 HW1476  DESIGNATION -  F 170
 HW1476  PID         -  HW1476
 HW1476  STATE/COUNTY-  VA/ROCKINGHAM
 HW1476  USGS QUAD   -  COW KNOB (1967)
 HW1476
 HW1476                         *CURRENT SURVEY CONTROL
 HW1476  ___________________________________________________________________
 HW1476* NAD 83(1986)-  38 40 51.     (N)    079 05 13.     (W)     SCALED    
 HW1476* NAVD 88     -      1078.323  (meters)    3537.80   (feet)  ADJUSTED  
 HW1476  ___________________________________________________________________
 HW1476  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HW1476  DYNAMIC HT  -        1077.443 (meters)    3534.91  (feet)  COMP
 HW1476  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 HW1476
 HW1476  VERT ORDER  -  SECOND    CLASS 0
 HW1476
 HW1476.The horizontal coordinates were scaled from a topographic map and have
 HW1476.an estimated accuracy of +/- 6 seconds.
 HW1476
 HW1476.The orthometric height was determined by differential leveling
 HW1476.and adjusted by the National Geodetic Survey in June 1991..
 HW1476
 HW1476.The geoid height was determined by GEOID03.
 HW1476
 HW1476.The dynamic height is computed by dividing the NAVD 88
 HW1476.geopotential number by the normal gravity value computed on the
 HW1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1476.degrees latitude (g = 980.6199 gals.).
 HW1476
 HW1476.The modeled gravity was interpolated from observed gravity values.
 HW1476
 HW1476;                    North         East    Units  Estimated Accuracy
 HW1476;SPC VA N     - 2,112,740.    3,448,930.      MT  (+/- 180 meters Scaled)
 HW1476
 HW1476                          SUPERSEDED SURVEY CONTROL
 HW1476
 HW1476  NGVD 29 (??/??/92) 1078.393  (m)         3538.03   (f) ADJ UNCH    2 0
 HW1476
 HW1476.Superseded values are not recommended for survey control.
 HW1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1476.See file dsdata.txt to determine how the superseded data were derived.
 HW1476
 HW1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC664830(NAD 83)
 HW1476_MARKER: DB = BENCH MARK DISK
 HW1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1476_STAMPING: F 170 1935
 HW1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1476+STABILITY: SURFACE MOTION
 HW1476
 HW1476  HISTORY     - Date     Condition        Report By
 HW1476  HISTORY     - 1935     MONUMENTED       CGS
 HW1476  HISTORY     - 1960     GOOD             NGS
 HW1476
 HW1476                          STATION DESCRIPTION
 HW1476
 HW1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1476'4 MI NE FROM HALL SPRINGS.
 HW1476'4.0 MILES NORTHEAST ALONG THE COW KNOB ROAD FROM HALL SPRINGS,
 HW1476'ROCKINGHAM COUNTY, 1.0 MILE SOUTHEAST OF THE LOOKOUT STATION AT
 HW1476'COW KNOB, AT A ROAD JUNCTION, 114 FEET SOUTH OF THE CENTERLINE
 HW1476'OF THE EAST-AND-WEST ROAD AT THE POINT OF TANGENCY, 13 FEET
 HW1476'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 6 FEET
 HW1476'WEST OF A 10-INCH OAK TREE, 5 FEET WEST OF THE WEST END OF A GATE
 HW1476'ACROSS ROAD, AND 4 FEET NORTH OF A FENCE LINE.  A STANDARD
 HW1476'DISK, STAMPED F 170 1935 AND SET IN THE TOP OF A CONCRETE POST
 HW1476'PROJECTING 0.8 FOOT ABOVE GROUND.
 HW1476
 HW1476                          STATION RECOVERY (1960)
 HW1476
 HW1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HW1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0880 ***********************************************************************
 GW0880  DESIGNATION -  F 18
 GW0880  PID         -  GW0880
 GW0880  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0880  USGS QUAD   -  LEXINGTON (1978)
 GW0880
 GW0880                         *CURRENT SURVEY CONTROL
 GW0880  ___________________________________________________________________
 GW0880* NAD 83(1986)-  37 47 26.     (N)    079 25 01.     (W)     SCALED    
 GW0880* NAVD 88     -       276.847  (meters)     908.29   (feet)  POSTED    
 GW0880  ___________________________________________________________________
 GW0880  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GW0880  DYNAMIC HT  -         276.630 (meters)     907.58  (feet)  COMP
 GW0880  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 GW0880
 GW0880  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0880
 GW0880.The horizontal coordinates were scaled from a topographic map and have
 GW0880.an estimated accuracy of +/- 6 seconds.
 GW0880
 GW0880.The orthometric height was determined by differential leveling
 GW0880.and adjusted by the National Geodetic Survey in 1992..
 GW0880.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0880.rate of 0.0 thru 1.0 mm/km.
 GW0880
 GW0880.The geoid height was determined by GEOID03.
 GW0880
 GW0880.The dynamic height is computed by dividing the NAVD 88
 GW0880.geopotential number by the normal gravity value computed on the
 GW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0880.degrees latitude (g = 980.6199 gals.).
 GW0880
 GW0880.The modeled gravity was interpolated from observed gravity values.
 GW0880
 GW0880;                    North         East    Units  Estimated Accuracy
 GW0880;SPC VA S     - 1,162,110.    3,419,240.      MT  (+/- 180 meters Scaled)
 GW0880
 GW0880                          SUPERSEDED SURVEY CONTROL
 GW0880
 GW0880  NGVD 29 (??/??/92)  277.020  (m)          908.86   (f) ADJ UNCH    1 2
 GW0880
 GW0880.Superseded values are not recommended for survey control.
 GW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0880.See file dsdata.txt to determine how the superseded data were derived.
 GW0880
 GW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB393837(NAD 83)
 GW0880_MARKER: DB = BENCH MARK DISK
 GW0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0880_STAMPING: F 18 1929
 GW0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0880+STABILITY: SURFACE MOTION
 GW0880
 GW0880  HISTORY     - Date     Condition        Report By
 GW0880  HISTORY     - 1929     MONUMENTED       CGS
 GW0880  HISTORY     - 1967     MARK NOT FOUND   USGS
 GW0880
 GW0880                          STATION DESCRIPTION
 GW0880
 GW0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 GW0880'0.3 MI E FROM EAST LEXINGTON.
 GW0880'0.3 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 GW0880'STATION AT EAST LEXINGTON, ROCKBRIDGE COUNTY, 200 FEET NORTHEAST
 GW0880'OF A WOODEN TRESTLE, 200 FEET EAST OF A BRICK HOUSE, AT THE WYE
 GW0880'AT THE JUNCTION OF THE BALTIMORE AND OHIO RAILROAD, 130 FEET NORTH
 GW0880'OF THE C. AND O. RY. TRACK, 30 FEET SOUTHEAST OF A ROAD CROSSING,
 GW0880'20 FEET EAST OF THE EAST RAIL OF THE B. AND O.R.R. TRACK, AND 16 FEET
 GW0880'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 GW0880'F 18 1929 AND SET IN THE TOP OF A CONCRETE POST.
 GW0880
 GW0880                          STATION RECOVERY (1967)
 GW0880
 GW0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GW0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0218 ***********************************************************************
 GA0218  DESIGNATION -  F 185
 GA0218  PID         -  GA0218
 GA0218  STATE/COUNTY-  VA/SCOTT
 GA0218  USGS QUAD   -  HILTON (1976)
 GA0218
 GA0218                         *CURRENT SURVEY CONTROL
 GA0218  ___________________________________________________________________
 GA0218* NAD 83(1986)-  36 38 38.     (N)    082 27 24.     (W)     SCALED    
 GA0218* NAVD 88     -       395.939  (meters)    1299.01   (feet)  ADJUSTED  
 GA0218  ___________________________________________________________________
 GA0218  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 GA0218  DYNAMIC HT  -         395.584 (meters)    1297.85  (feet)  COMP
 GA0218  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 GA0218
 GA0218  VERT ORDER  -  SECOND    CLASS 0
 GA0218
 GA0218.The horizontal coordinates were scaled from a topographic map and have
 GA0218.an estimated accuracy of +/- 6 seconds.
 GA0218
 GA0218.The orthometric height was determined by differential leveling
 GA0218.and adjusted by the National Geodetic Survey in June 1991..
 GA0218
 GA0218.The geoid height was determined by GEOID03.
 GA0218
 GA0218.The dynamic height is computed by dividing the NAVD 88
 GA0218.geopotential number by the normal gravity value computed on the
 GA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0218.degrees latitude (g = 980.6199 gals.).
 GA0218
 GA0218.The modeled gravity was interpolated from observed gravity values.
 GA0218
 GA0218;                    North         East    Units  Estimated Accuracy
 GA0218;SPC VA S     - 1,041,880.    3,146,270.      MT  (+/- 180 meters Scaled)
 GA0218
 GA0218                          SUPERSEDED SURVEY CONTROL
 GA0218
 GA0218  NGVD 29 (??/??/92)  396.069  (m)         1299.44   (f) ADJ UNCH    2 0
 GA0218
 GA0218.Superseded values are not recommended for survey control.
 GA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0218.See file dsdata.txt to determine how the superseded data were derived.
 GA0218
 GA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA697563(NAD 83)
 GA0218_MARKER: DB = BENCH MARK DISK
 GA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0218_STAMPING: F 185 1935
 GA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0218+STABILITY: SURFACE MOTION
 GA0218
 GA0218  HISTORY     - Date     Condition        Report By
 GA0218  HISTORY     - 1935     MONUMENTED       CGS
 GA0218  HISTORY     - 1984     MARK NOT FOUND   NGS
 GA0218
 GA0218                          STATION DESCRIPTION
 GA0218
 GA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GA0218'1.1 MI E FROM HILTON.
 GA0218'1.1 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE SOUTHERN RAILWAY
 GA0218'STATION AT HILTON, SCOTT COUNTY, 32 YARDS EAST OF A SMALL CONCRETE
 GA0218'CULVERT, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 13 YARDS
 GA0218'SOUTH OF AN APPLE TREE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 GA0218'STANDARD DISK, STAMPED F 185 1935 AND SET IN THE TOP OF A CONCRETE
 GA0218'POST.
 GA0218
 GA0218                          STATION RECOVERY (1984)
 GA0218
 GA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0218'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1024 ***********************************************************************
 HW1024  DESIGNATION -  F 19
 HW1024  PID         -  HW1024
 HW1024  STATE/COUNTY-  VA/AUGUSTA
 HW1024  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW1024
 HW1024                         *CURRENT SURVEY CONTROL
 HW1024  ___________________________________________________________________
 HW1024* NAD 83(1986)-  38 17 20.     (N)    078 54 49.     (W)     SCALED    
 HW1024* NAVD 88     -       351.476  (meters)    1153.13   (feet)  ADJUSTED  
 HW1024  ___________________________________________________________________
 HW1024  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HW1024  DYNAMIC HT  -         351.218 (meters)    1152.29  (feet)  COMP
 HW1024  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HW1024
 HW1024  VERT ORDER  -  FIRST     CLASS II
 HW1024
 HW1024.The horizontal coordinates were scaled from a topographic map and have
 HW1024.an estimated accuracy of +/- 6 seconds.
 HW1024
 HW1024.The orthometric height was determined by differential leveling
 HW1024.and adjusted by the National Geodetic Survey in June 1991..
 HW1024.WARNING-Repeat measurements at this control monument indicate possible
 HW1024.vertical movement.
 HW1024
 HW1024.The geoid height was determined by GEOID03.
 HW1024
 HW1024.The dynamic height is computed by dividing the NAVD 88
 HW1024.geopotential number by the normal gravity value computed on the
 HW1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1024.degrees latitude (g = 980.6199 gals.).
 HW1024
 HW1024.The modeled gravity was interpolated from observed gravity values.
 HW1024
 HW1024;                    North         East    Units  Estimated Accuracy
 HW1024;SPC VA N     - 2,069,150.    3,463,820.      MT  (+/- 180 meters Scaled)
 HW1024
 HW1024                          SUPERSEDED SURVEY CONTROL
 HW1024
 HW1024  NGVD 29 (??/??/92)  351.612  (m)         1153.58   (f) ADJ UNCH    1 2
 HW1024
 HW1024.Superseded values are not recommended for survey control.
 HW1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1024.See file dsdata.txt to determine how the superseded data were derived.
 HW1024
 HW1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC824399(NAD 83)
 HW1024_MARKER: DB = BENCH MARK DISK
 HW1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HW1024_SP_SET: CULVERT
 HW1024_STAMPING: F 19 1929 1153.580
 HW1024_MARK LOGO: CGS   
 HW1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HW1024
 HW1024  HISTORY     - Date     Condition        Report By
 HW1024  HISTORY     - 1929     MONUMENTED       CGS
 HW1024  HISTORY     - 1958     GOOD             NGS
 HW1024  HISTORY     - 1984     GOOD             NGS
 HW1024
 HW1024                          STATION DESCRIPTION
 HW1024
 HW1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW1024'AT WEYERS CAVE.
 HW1024'AT WEYERS CAVE, (FORMERLY KNOWN AS CAVE STATION) ALONG THE
 HW1024'CHESAPEAKE WESTERN RAILWAY, 8 RAILS SOUTHWEST OF THE SOUTHWEST
 HW1024'END OF THE STATION BUILDING, 6 1/2 RAILS NORTHEAST OF THE
 HW1024'CROSSING OF STATE HIGHWAY 256, ON THE TOP OF THE SOUTHWEST END
 HW1024'OF THE NORTHWEST CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT
 HW1024'UNDER THE TRACK, 8 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HW1024'1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND 1 1/2
 HW1024'FEET BELOW THE LEVEL OF THE TRACK.
 HW1024
 HW1024                          STATION RECOVERY (1984)
 HW1024
 HW1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1024'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN WEYERS CAVE,
 HW1024'ALONG THE RAILROAD BEHIND THE AUGUSTA CO-OP FARM BUREAU INC., 16-1/2
 HW1024'RAILS NORTHEAST OF THE CROSSING OF COUNTY ROUTE 2002, 2.5 METERS
 HW1024'(8.5 FT) NORTHWEST OF THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1384 ***********************************************************************
 HW1384  DESIGNATION -  F 20
 HW1384  PID         -  HW1384
 HW1384  STATE/COUNTY-  VA/SHENANDOAH
 HW1384  USGS QUAD   -  EDINBURG (1994)
 HW1384
 HW1384                         *CURRENT SURVEY CONTROL
 HW1384  ___________________________________________________________________
 HW1384* NAD 83(1986)-  38 49 22.     (N)    078 34 08.     (W)     SCALED    
 HW1384* NAVD 88     -       256.872  (meters)     842.75   (feet)  ADJUSTED  
 HW1384  ___________________________________________________________________
 HW1384  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HW1384  DYNAMIC HT  -         256.699 (meters)     842.19  (feet)  COMP
 HW1384  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 HW1384
 HW1384  VERT ORDER  -  FIRST     CLASS II
 HW1384
 HW1384.The horizontal coordinates were scaled from a topographic map and have
 HW1384.an estimated accuracy of +/- 6 seconds.
 HW1384
 HW1384.The orthometric height was determined by differential leveling
 HW1384.and adjusted by the National Geodetic Survey in June 1991..
 HW1384
 HW1384.The geoid height was determined by GEOID03.
 HW1384
 HW1384.The dynamic height is computed by dividing the NAVD 88
 HW1384.geopotential number by the normal gravity value computed on the
 HW1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1384.degrees latitude (g = 980.6199 gals.).
 HW1384
 HW1384.The modeled gravity was interpolated from observed gravity values.
 HW1384
 HW1384;                    North         East    Units  Estimated Accuracy
 HW1384;SPC VA N     - 2,128,330.    3,494,020.      MT  (+/- 180 meters Scaled)
 HW1384
 HW1384                          SUPERSEDED SURVEY CONTROL
 HW1384
 HW1384  NGVD 29 (??/??/92)  257.033  (m)          843.28   (f) ADJ UNCH    1 2
 HW1384
 HW1384.Superseded values are not recommended for survey control.
 HW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1384.See file dsdata.txt to determine how the superseded data were derived.
 HW1384
 HW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC110999(NAD 83)
 HW1384_MARKER: DB = BENCH MARK DISK
 HW1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1384_SP_SET: BRIDGE
 HW1384_STAMPING: 843.282 F 20 1929
 HW1384_MARK LOGO: CGS   
 HW1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1384+STABILITY: POSITION/ELEVATION WELL
 HW1384
 HW1384  HISTORY     - Date     Condition        Report By
 HW1384  HISTORY     - 1929     MONUMENTED       CGS
 HW1384  HISTORY     - 1935     GOOD             NGS
 HW1384  HISTORY     - 1983     GOOD             NGS
 HW1384
 HW1384                          STATION DESCRIPTION
 HW1384
 HW1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HW1384'AT EDINBURG.
 HW1384'AT EDINBURG, SHENANDOAH COUNTY, 400 FEET SOUTHWEST OF THE SOUTHERN
 HW1384'RAILWAY STATION, 24 FEET SOUTH OF MILEPOST 79, AT BRIDGE B 79,
 HW1384'IN THE TOP OF THE HORIZONTAL SECTION OF THE EAST CONCRETE WING
 HW1384'WALL OF THE NORTHEAST ABUTMENT, 10-1/2 FEET SOUTHEAST OF THE
 HW1384'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE RAIL.  A
 HW1384'STANDARD DISK, STAMPED 843.282 F 20 1929.
 HW1384
 HW1384                          STATION RECOVERY (1935)
 HW1384
 HW1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HW1384'RECOVERED IN GOOD CONDITION.
 HW1384
 HW1384                          STATION RECOVERY (1983)
 HW1384
 HW1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW1384'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN EDINBURG,
 HW1384'0.2 KM (0.1 MI) SOUTHWEST ALONG THE SOUTHERN RAILROAD FROM THE CITY
 HW1384'HALL TO THE MARK ON THE LEFT, IN THE SOUTHEAST ABUTMENT OF THE
 HW1384'RAILROAD BRIDGE OVER STONY CREEK, 3.2 METERS (10.5 FT) SOUTHEAST OF
 HW1384'THE CENTER OF THE TRACKS, 7.3 METERS (24.0 FT) SOUTH OF MILE POST 79.
 HW1384'THE MARK IS 0.45 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0185 ***********************************************************************
 JW0185  DESIGNATION -  F 21
 JW0185  PID         -  JW0185
 JW0185  STATE/COUNTY-  VA/CLARKE
 JW0185  USGS QUAD   -  STEPHENSON (1987)
 JW0185
 JW0185                         *CURRENT SURVEY CONTROL
 JW0185  ___________________________________________________________________
 JW0185* NAD 83(1986)-  39 14 35.     (N)    078 00 32.     (W)     SCALED    
 JW0185* NAVD 88     -       164.353  (meters)     539.21   (feet)  ADJUSTED  
 JW0185  ___________________________________________________________________
 JW0185  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JW0185  DYNAMIC HT  -         164.252 (meters)     538.88  (feet)  COMP
 JW0185  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JW0185
 JW0185  VERT ORDER  -  FIRST     CLASS II
 JW0185
 JW0185.The horizontal coordinates were scaled from a topographic map and have
 JW0185.an estimated accuracy of +/- 6 seconds.
 JW0185
 JW0185.The orthometric height was determined by differential leveling
 JW0185.and adjusted by the National Geodetic Survey in June 1991..
 JW0185
 JW0185.The geoid height was determined by GEOID03.
 JW0185
 JW0185.The dynamic height is computed by dividing the NAVD 88
 JW0185.geopotential number by the normal gravity value computed on the
 JW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0185.degrees latitude (g = 980.6199 gals.).
 JW0185
 JW0185.The modeled gravity was interpolated from observed gravity values.
 JW0185
 JW0185;                    North         East    Units  Estimated Accuracy
 JW0185;SPC VA N     - 2,175,100.    3,542,400.      MT  (+/- 180 meters Scaled)
 JW0185
 JW0185                          SUPERSEDED SURVEY CONTROL
 JW0185
 JW0185  NGVD 29 (??/??/92)  164.524  (m)          539.78   (f) ADJ UNCH    1 2
 JW0185
 JW0185.Superseded values are not recommended for survey control.
 JW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0185.See file dsdata.txt to determine how the superseded data were derived.
 JW0185
 JW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD581480(NAD 83)
 JW0185_MARKER: DB = BENCH MARK DISK
 JW0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0185_STAMPING: 539.776 F 21 1929
 JW0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0185+STABILITY: SURFACE MOTION
 JW0185
 JW0185  HISTORY     - Date     Condition        Report By
 JW0185  HISTORY     - 1929     MONUMENTED       CGS
 JW0185  HISTORY     - 1974     MARK NOT FOUND   NGS
 JW0185
 JW0185                          STATION DESCRIPTION
 JW0185
 JW0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JW0185'1.7 MI E FROM WADESVILLE.
 JW0185'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0185'STATION AT WADESVILLE, CLARKE COUNTY, 390 FEET NORTHWEST OF THE
 JW0185'STATION SIGN AT SWINLEY, 0.5 MILE WEST OF THE VIRGINIA-WEST
 JW0185'VIRGINIA STATE LINE, 350 FEET NORTHWEST OF THE POST OFFICE,
 JW0185'OPPOSITE A POINT 230 FEET NORTHWEST OF THE NORTHWEST SIDE OF A
 JW0185'GRAIN ELEVATOR, 63 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 JW0185'TRACK, AND 1 FOOT SOUTH OF A FENCE LINE.  A STANDARD DISK,
 JW0185'STAMPED 539.776 F 21 1929 AND SET IN THE TOP OF A CONCRETE POST.
 JW0185
 JW0185                          STATION RECOVERY (1974)
 JW0185
 JW0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JW0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1207 ***********************************************************************
 FZ1207  DESIGNATION -  F 217
 FZ1207  PID         -  FZ1207
 FZ1207  STATE/COUNTY-  VA/WASHINGTON
 FZ1207  USGS QUAD   -  SHADY VALLEY (1988)
 FZ1207
 FZ1207                         *CURRENT SURVEY CONTROL
 FZ1207  ___________________________________________________________________
 FZ1207* NAD 83(1986)-  36 36 41.     (N)    081 56 01.     (W)     SCALED    
 FZ1207* NAVD 88     -       585.441  (meters)    1920.73   (feet)  ADJUSTED  
 FZ1207  ___________________________________________________________________
 FZ1207  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ1207  DYNAMIC HT  -         584.893 (meters)    1918.94  (feet)  COMP
 FZ1207  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 FZ1207
 FZ1207  VERT ORDER  -  SECOND    CLASS 0
 FZ1207
 FZ1207.The horizontal coordinates were scaled from a topographic map and have
 FZ1207.an estimated accuracy of +/- 6 seconds.
 FZ1207
 FZ1207.The orthometric height was determined by differential leveling
 FZ1207.and adjusted by the National Geodetic Survey in June 1991..
 FZ1207
 FZ1207.The geoid height was determined by GEOID03.
 FZ1207
 FZ1207.The dynamic height is computed by dividing the NAVD 88
 FZ1207.geopotential number by the normal gravity value computed on the
 FZ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1207.degrees latitude (g = 980.6199 gals.).
 FZ1207
 FZ1207.The modeled gravity was interpolated from observed gravity values.
 FZ1207
 FZ1207;                    North         East    Units  Estimated Accuracy
 FZ1207;SPC VA S     - 1,036,440.    3,192,880.      MT  (+/- 180 meters Scaled)
 FZ1207
 FZ1207                          SUPERSEDED SURVEY CONTROL
 FZ1207
 FZ1207  NGVD 29 (??/??/92)  585.540  (m)         1921.06   (f) ADJ UNCH    2 0
 FZ1207
 FZ1207.Superseded values are not recommended for survey control.
 FZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1207.See file dsdata.txt to determine how the superseded data were derived.
 FZ1207
 FZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA165521(NAD 83)
 FZ1207_MARKER: DB = BENCH MARK DISK
 FZ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1207_STAMPING: F 217 1935
 FZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1207+STABILITY: SURFACE MOTION
 FZ1207
 FZ1207  HISTORY     - Date     Condition        Report By
 FZ1207  HISTORY     - 1935     MONUMENTED       CGS
 FZ1207
 FZ1207                          STATION DESCRIPTION
 FZ1207
 FZ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1207'3.3 MI NE FROM WOOD MILL.
 FZ1207'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF
 FZ1207'STATE SECONDARY HIGHWAY 663 AT WOOD MILL, WASHINGTON COUNTY,
 FZ1207'2.2 MILES EAST ALONG STATE SECONDARY HIGHWAY 664, 2.1 MILES
 FZ1207'SOUTHEAST ALONG STATE SECONDARY HIGHWAY 672, AND 1.2 MILES EAST
 FZ1207'ALONG STATE SECONDARY HIGHWAY 674, 700 FEET NORTHEAST OF A
 FZ1207'ONE-STORY HOUSE IN A DRAW, 600 FEET NORTH OF A BARN IN THE DRAW
 FZ1207'BEYOND THE HILLTOP, AT THE JUNCTION OF A DIRT ROAD LEADING
 FZ1207'SOUTH, 25 FEET EAST OF THE JUNCTION, 15 FEET NORTHEAST OF A
 FZ1207'PIPELINE UNDER THE ROAD, 5.2 FEET SOUTH OF A FENCE POST, AND ON
 FZ1207'THE ROAD SIDE OF THE FENCE NEAR FIVE MAIL BOXES.  A STANDARD DISK,
 FZ1207'STAMPED F 217 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1214 ***********************************************************************
 GA1214  DESIGNATION -  F 22
 GA1214  PID         -  GA1214
 GA1214  STATE/COUNTY-  VA/LEE
 GA1214  USGS QUAD   -  BIG STONE GAP (1991)
 GA1214
 GA1214                         *CURRENT SURVEY CONTROL
 GA1214  ___________________________________________________________________
 GA1214* NAD 83(1986)-  36 47 25.     (N)    082 48 47.     (W)     SCALED    
 GA1214* NAVD 88     -       514.343  (meters)    1687.47   (feet)  ADJUSTED  
 GA1214  ___________________________________________________________________
 GA1214  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1214  DYNAMIC HT  -         513.889 (meters)    1685.98  (feet)  COMP
 GA1214  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GA1214
 GA1214  VERT ORDER  -  FIRST     CLASS I
 GA1214
 GA1214.The horizontal coordinates were scaled from a topographic map and have
 GA1214.an estimated accuracy of +/- 6 seconds.
 GA1214
 GA1214.The orthometric height was determined by differential leveling
 GA1214.and adjusted by the National Geodetic Survey in June 1991..
 GA1214
 GA1214.The geoid height was determined by GEOID03.
 GA1214
 GA1214.The dynamic height is computed by dividing the NAVD 88
 GA1214.geopotential number by the normal gravity value computed on the
 GA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1214.degrees latitude (g = 980.6199 gals.).
 GA1214
 GA1214.The modeled gravity was interpolated from observed gravity values.
 GA1214
 GA1214;                    North         East    Units  Estimated Accuracy
 GA1214;SPC VA S     - 1,059,500.    3,115,170.      MT  (+/- 180 meters Scaled)
 GA1214
 GA1214                          SUPERSEDED SURVEY CONTROL
 GA1214
 GA1214  NGVD 29 (??/??/92)  514.487  (m)         1687.95   (f) ADJ UNCH    1 1
 GA1214
 GA1214.Superseded values are not recommended for survey control.
 GA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1214.See file dsdata.txt to determine how the superseded data were derived.
 GA1214
 GA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA382731(NAD 83)
 GA1214_MARKER: DB = BENCH MARK DISK
 GA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1214_STAMPING: F 22 1930 1688.107
 GA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1214+STABILITY: SURFACE MOTION
 GA1214
 GA1214  HISTORY     - Date     Condition        Report By
 GA1214  HISTORY     - 1930     MONUMENTED       CGS
 GA1214  HISTORY     - 1967     GOOD             NGS
 GA1214
 GA1214                          STATION DESCRIPTION
 GA1214
 GA1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GA1214'6.2 MI N FROM DUFFIELD.
 GA1214'ABOUT 6.15 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 GA1214'FROM THE STATION AT DUFFIELD, AT THE CROSSING OF THE RAILROAD
 GA1214'AND U.S. HIGHWAY 23, 87 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 GA1214'MILEPOST 13, 40 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 27 1/2
 GA1214'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET NORTH
 GA1214'OF THE NORTH CORNER OF CALDWELLS GROCERY STORE, 24 FEET SOUTHWEST
 GA1214'OF BENCH MARK CLIFF AZI., 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 GA1214'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 GA1214'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1215 ***********************************************************************
 GA1215  DESIGNATION -  F 22 RESET 1972
 GA1215  PID         -  GA1215
 GA1215  STATE/COUNTY-  VA/LEE
 GA1215  USGS QUAD   -  BIG STONE GAP (1991)
 GA1215
 GA1215                         *CURRENT SURVEY CONTROL
 GA1215  ___________________________________________________________________
 GA1215* NAD 83(1986)-  36 47 25.     (N)    082 48 47.     (W)     SCALED    
 GA1215* NAVD 88     -       514.94   (meters)    1689.4    (feet)  RESET     
 GA1215  ___________________________________________________________________
 GA1215  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 GA1215
 GA1215  VERT ORDER  -  THIRD
 GA1215
 GA1215.The horizontal coordinates were scaled from a topographic map and have
 GA1215.an estimated accuracy of +/- 6 seconds.
 GA1215
 GA1215.The orthometric height was computed from unverified reset data.
 GA1215.No vertical observational check was made to the station.
 GA1215
 GA1215.The geoid height was determined by GEOID03.
 GA1215
 GA1215;                    North         East    Units  Estimated Accuracy
 GA1215;SPC VA S     - 1,059,500.    3,115,170.      MT  (+/- 180 meters Scaled)
 GA1215
 GA1215                          SUPERSEDED SURVEY CONTROL
 GA1215
 GA1215  NGVD 29 (??/??/??)  515.08   (m)         1689.9    (f) RESET       3  
 GA1215
 GA1215.Superseded values are not recommended for survey control.
 GA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1215.See file dsdata.txt to determine how the superseded data were derived.
 GA1215
 GA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA382731(NAD 83)
 GA1215_MARKER: DD = SURVEY DISK
 GA1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1215_SP_SET: CULVERT
 GA1215_STAMPING: F 22 RESET 1972
 GA1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1215
 GA1215  HISTORY     - Date     Condition        Report By
 GA1215  HISTORY     - 1972     MONUMENTED       VADH
 GA1215
 GA1215                          STATION DESCRIPTION
 GA1215
 GA1215'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1972
 GA1215'6.2 MI N FROM DUFFIELD.
 GA1215'6.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM DUFFIELD, 3 MILES
 GA1215'SOUTH OF THE STATION AT ORETON, WISE COUNTY, 190 FEET SOUTHEAST
 GA1215'OF MILE POST 13, SET IN THE TOP OF THE SOUTHWEST END OF THE
 GA1215'SOUTH HEADWALL OF A TRIPLE LINE BOX CULVERT UNDER ROUTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1032 ***********************************************************************
 GW1032  DESIGNATION -  F 222
 GW1032  PID         -  GW1032
 GW1032  STATE/COUNTY-  VA/AMHERST
 GW1032  USGS QUAD   -  FORKS OF BUFFALO (1982)
 GW1032
 GW1032                         *CURRENT SURVEY CONTROL
 GW1032  ___________________________________________________________________
 GW1032* NAD 83(1986)-  37 44 50.     (N)    079 08 19.     (W)     SCALED    
 GW1032* NAVD 88     -       550.36   (+/-2cm)    1805.6    (feet)  VERTCON   
 GW1032  ___________________________________________________________________
 GW1032  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW1032
 GW1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GW1032
 GW1032.The horizontal coordinates were scaled from a topographic map and have
 GW1032.an estimated accuracy of +/- 6 seconds.
 GW1032
 GW1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW1032.The vertical order pertains to the NGVD 29 superseded value.
 GW1032
 GW1032.The geoid height was determined by GEOID03.
 GW1032
 GW1032;                    North         East    Units  Estimated Accuracy
 GW1032;SPC VA S     - 1,157,100.    3,443,720.      MT  (+/- 180 meters Scaled)
 GW1032
 GW1032                          SUPERSEDED SURVEY CONTROL
 GW1032
 GW1032  NGVD 29 (??/??/92)  550.538  (m)         1806.22   (f) ADJ UNCH    2 0
 GW1032
 GW1032.Superseded values are not recommended for survey control.
 GW1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1032.See file dsdata.txt to determine how the superseded data were derived.
 GW1032
 GW1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB639794(NAD 83)
 GW1032_MARKER: DB = BENCH MARK DISK
 GW1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1032_STAMPING: F 222 1938
 GW1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1032+STABILITY: SURFACE MOTION
 GW1032
 GW1032  HISTORY     - Date     Condition        Report By
 GW1032  HISTORY     - 1938     MONUMENTED       CGS
 GW1032
 GW1032                          STATION DESCRIPTION
 GW1032
 GW1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 GW1032'2.7 MI NW FROM INDIAN CREEK SETTLEMENT.
 GW1032'2.7 MILES NORTHWEST ALONG COUNTY ROAD 621 FROM THE C.S. JOHNSON
 GW1032'HOUSE AT INDIAN CREEK SETTLEMENT, AMHERST COUNTY, 3.3 MILES
 GW1032'NORTHWEST OF THE JUNCTION OF COUNTY ROAD 625, 0.1 MILE NORTHWEST
 GW1032'OF THE JUNCTION OF A TRAIL LEADING TO TOLLEYS GAP, 6 FEET SOUTH OF
 GW1032'THE CENTERLINE OF THE COUNTY ROAD, AND 1 FOOT HIGHER THAN THE
 GW1032'ROADWAY.  A STANDARD DISK, STAMPED F 222 1938 AND SET IN THE TOP
 GW1032'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3817 ***********************************************************************
 HV3817  DESIGNATION -  F 223
 HV3817  PID         -  HV3817
 HV3817  STATE/COUNTY-  VA/FAUQUIER
 HV3817  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3817
 HV3817                         *CURRENT SURVEY CONTROL
 HV3817  ___________________________________________________________________
 HV3817* NAD 83(1986)-  38 45 18.     (N)    077 44 36.     (W)     SCALED    
 HV3817* NAVD 88     -       151.474  (meters)     496.96   (feet)  ADJUSTED  
 HV3817  ___________________________________________________________________
 HV3817  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV3817  DYNAMIC HT  -         151.385 (meters)     496.67  (feet)  COMP
 HV3817  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 HV3817
 HV3817  VERT ORDER  -  SECOND    CLASS 0
 HV3817
 HV3817.The horizontal coordinates were scaled from a topographic map and have
 HV3817.an estimated accuracy of +/- 6 seconds.
 HV3817
 HV3817.The orthometric height was determined by differential leveling
 HV3817.and adjusted by the National Geodetic Survey in June 1991..
 HV3817
 HV3817.The geoid height was determined by GEOID03.
 HV3817
 HV3817.The dynamic height is computed by dividing the NAVD 88
 HV3817.geopotential number by the normal gravity value computed on the
 HV3817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3817.degrees latitude (g = 980.6199 gals.).
 HV3817
 HV3817.The modeled gravity was interpolated from observed gravity values.
 HV3817
 HV3817;                    North         East    Units  Estimated Accuracy
 HV3817;SPC VA N     - 2,121,080.    3,565,770.      MT  (+/- 180 meters Scaled)
 HV3817
 HV3817                          SUPERSEDED SURVEY CONTROL
 HV3817
 HV3817  NGVD 29 (??/??/??)  151.706  (m)          497.72   (f) ADJUSTED    2 0
 HV3817
 HV3817.Superseded values are not recommended for survey control.
 HV3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3817.See file dsdata.txt to determine how the superseded data were derived.
 HV3817
 HV3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH616931(NAD 83)
 HV3817_MARKER: DB = BENCH MARK DISK
 HV3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3817_STAMPING: F 223 1941
 HV3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3817+STABILITY: SURFACE MOTION
 HV3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV3817+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 HV3817
 HV3817  HISTORY     - Date     Condition        Report By
 HV3817  HISTORY     - 1941     MONUMENTED       CGS
 HV3817  HISTORY     - 20050720 GOOD             USPSQD
 HV3817
 HV3817                          STATION DESCRIPTION
 HV3817
 HV3817'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3817'4.3 MI NE FROM WARRENTON.
 HV3817'4.3 MILES NORTH-EAST ALONG U.S. HIGHWAY 211 FROM THE COURT
 HV3817'HOUSE AT WARRENTON, 0.1 MILE NORTH-EAST OF A PRIVATE ROAD LEADING
 HV3817'SOUTH-EAST FROM HGW., 71 FEET WEST OF A 4-FOOT OAK TREE WITH A
 HV3817'TRIANGULAR BLAZE, SET IN LINE WITH POLES, 2.6 FEET SOUTH-EAST
 HV3817'OF RAIL FENCE, 25 FEET NORTH-EAST OF POWER-LINE POLE C-81,
 HV3817'38 FEET NORTH-WEST OF CENTER-LINE OF HWY., 1 FOOT SOUTH-EAST
 HV3817'OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK
 HV3817'STAMPED F-223 1941 AND SET IN TOP OF PRE-CAST CONCRETE POST.
 HV3817
 HV3817                          STATION RECOVERY (2005)
 HV3817
 HV3817'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV3817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3818 ***********************************************************************
 HV3818  DESIGNATION -  F 223 RESET 1955
 HV3818  PID         -  HV3818
 HV3818  STATE/COUNTY-  VA/FAUQUIER
 HV3818  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3818
 HV3818                         *CURRENT SURVEY CONTROL
 HV3818  ___________________________________________________________________
 HV3818* NAD 83(1986)-  38 45 18.     (N)    077 44 36.     (W)     SCALED    
 HV3818* NAVD 88     -       150.204  (meters)     492.79   (feet)  ADJUSTED  
 HV3818  ___________________________________________________________________
 HV3818  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HV3818  DYNAMIC HT  -         150.116 (meters)     492.51  (feet)  COMP
 HV3818  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 HV3818
 HV3818  VERT ORDER  -  SECOND    CLASS 0
 HV3818
 HV3818.The horizontal coordinates were scaled from a topographic map and have
 HV3818.an estimated accuracy of +/- 6 seconds.
 HV3818
 HV3818.The orthometric height was determined by differential leveling
 HV3818.and adjusted by the National Geodetic Survey in June 1991..
 HV3818
 HV3818.The geoid height was determined by GEOID03.
 HV3818
 HV3818.The dynamic height is computed by dividing the NAVD 88
 HV3818.geopotential number by the normal gravity value computed on the
 HV3818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3818.degrees latitude (g = 980.6199 gals.).
 HV3818
 HV3818.The modeled gravity was interpolated from observed gravity values.
 HV3818
 HV3818;                    North         East    Units  Estimated Accuracy
 HV3818;SPC VA N     - 2,121,080.    3,565,770.      MT  (+/- 180 meters Scaled)
 HV3818
 HV3818                          SUPERSEDED SURVEY CONTROL
 HV3818
 HV3818  NGVD 29 (??/??/??)  150.433  (m)          493.55   (f) ADJUSTED    2 0
 HV3818
 HV3818.Superseded values are not recommended for survey control.
 HV3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3818.See file dsdata.txt to determine how the superseded data were derived.
 HV3818
 HV3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH616931(NAD 83)
 HV3818_MARKER: DB = BENCH MARK DISK
 HV3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3818_STAMPING: F 223 RESET 1955
 HV3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3818+STABILITY: SURFACE MOTION
 HV3818
 HV3818  HISTORY     - Date     Condition        Report By
 HV3818  HISTORY     - 1955     MONUMENTED       CGS
 HV3818  HISTORY     - 1960     GOOD             CGS
 HV3818  HISTORY     - 1966     GOOD             USGS
 HV3818
 HV3818                          STATION DESCRIPTION
 HV3818
 HV3818'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3818'4.2 MI E FROM WARRENTON.
 HV3818'ABOUT 4.25 MILES NORTHEAST ALONG U.S. HIGHWAY 29 AND 211 FROM
 HV3818'THE COURTHOUSE AT WARRENTON, ABOUT 0.4 MILE NORTHEAST OF THE
 HV3818'JUNCTION OF COUNTY ROAD 673, 46 FEET NORTHWEST OF THE CENTER
 HV3818'LINE OF WEST BOUND LANE OF HIGHWAY, 120 FEET SOUTHWEST OF THE
 HV3818'SOUTHWEST CORNER OF WOODS, 2 FEET SOUTHEAST OF RIGHT-OF-WAY
 HV3818'FENCE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 HV3818'SET IN TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 HV3818
 HV3818                          STATION RECOVERY (1966)
 HV3818
 HV3818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HV3818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3807 ***********************************************************************
 HV3807  DESIGNATION -  F 224
 HV3807  PID         -  HV3807
 HV3807  STATE/COUNTY-  VA/FAUQUIER
 HV3807  USGS QUAD   -  WARRENTON (1978)
 HV3807
 HV3807                         *CURRENT SURVEY CONTROL
 HV3807  ___________________________________________________________________
 HV3807* NAD 83(1986)-  38 42 07.     (N)    077 48 37.     (W)     SCALED    
 HV3807* NAVD 88     -       186.123  (meters)     610.64   (feet)  ADJUSTED  
 HV3807  ___________________________________________________________________
 HV3807  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV3807  DYNAMIC HT  -         186.013 (meters)     610.28  (feet)  COMP
 HV3807  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 HV3807
 HV3807  VERT ORDER  -  SECOND    CLASS 0
 HV3807
 HV3807.The horizontal coordinates were scaled from a topographic map and have
 HV3807.an estimated accuracy of +/- 6 seconds.
 HV3807
 HV3807.The orthometric height was determined by differential leveling
 HV3807.and adjusted by the National Geodetic Survey in June 1991..
 HV3807
 HV3807.The geoid height was determined by GEOID03.
 HV3807
 HV3807.The dynamic height is computed by dividing the NAVD 88
 HV3807.geopotential number by the normal gravity value computed on the
 HV3807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3807.degrees latitude (g = 980.6199 gals.).
 HV3807
 HV3807.The modeled gravity was interpolated from observed gravity values.
 HV3807
 HV3807;                    North         East    Units  Estimated Accuracy
 HV3807;SPC VA N     - 2,115,140.    3,559,990.      MT  (+/- 180 meters Scaled)
 HV3807
 HV3807                          SUPERSEDED SURVEY CONTROL
 HV3807
 HV3807  NGVD 29 (??/??/??)  186.348  (m)          611.38   (f) ADJUSTED    2 0
 HV3807
 HV3807.Superseded values are not recommended for survey control.
 HV3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3807.See file dsdata.txt to determine how the superseded data were derived.
 HV3807
 HV3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH556874(NAD 83)
 HV3807_MARKER: DB = BENCH MARK DISK
 HV3807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3807_SP_SET: CULVERT
 HV3807_STAMPING: F 224 1941
 HV3807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3807
 HV3807  HISTORY     - Date     Condition        Report By
 HV3807  HISTORY     - 1941     MONUMENTED       CGS
 HV3807  HISTORY     - 1965     GOOD             CGS
 HV3807
 HV3807                          STATION DESCRIPTION
 HV3807
 HV3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3807'1.2 MI SW FROM WARRENTON.
 HV3807'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 HV3807'COURTHOUSE AT WARRENTON, FAUQUIER COUNTY, ABOUT 251 FEET WEST
 HV3807'OF THE ENTRANCE TO THE COUNTY SCHOOL, 53.5 FEET WEST OF
 HV3807'POWER-TRANSMISSION LINE POLE 6, AT A CONCRETE CULVERT, IN THE
 HV3807'CENTER OF THE TOP OF THE NORTH HEAD WALL, 12 FEET NORTH OF THE
 HV3807'CENTER LINE OF HIGHWAY, AND 11 FEET SOUTH OF A RAIL FENCE.
 HV3807'A STANDARD DISK, STAMPED F 224 1941.
 HV3807
 HV3807                          STATION RECOVERY (1965)
 HV3807
 HV3807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HV3807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3652 ***********************************************************************
 HV3652  DESIGNATION -  F 225
 HV3652  PID         -  HV3652
 HV3652  STATE/COUNTY-  VA/FAUQUIER
 HV3652  USGS QUAD   -  JEFFERSONTON (1983)
 HV3652
 HV3652                         *CURRENT SURVEY CONTROL
 HV3652  ___________________________________________________________________
 HV3652* NAD 83(1986)-  38 41 34.     (N)    077 53 49.     (W)     SCALED    
 HV3652* NAVD 88     -       143.844  (meters)     471.93   (feet)  ADJUSTED  
 HV3652  ___________________________________________________________________
 HV3652  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 HV3652  DYNAMIC HT  -         143.757 (meters)     471.64  (feet)  COMP
 HV3652  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 HV3652
 HV3652  VERT ORDER  -  SECOND    CLASS 0
 HV3652
 HV3652.The horizontal coordinates were scaled from a topographic map and have
 HV3652.an estimated accuracy of +/- 6 seconds.
 HV3652
 HV3652.The orthometric height was determined by differential leveling
 HV3652.and adjusted by the National Geodetic Survey in June 1991..
 HV3652
 HV3652.The geoid height was determined by GEOID03.
 HV3652
 HV3652.The dynamic height is computed by dividing the NAVD 88
 HV3652.geopotential number by the normal gravity value computed on the
 HV3652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3652.degrees latitude (g = 980.6199 gals.).
 HV3652
 HV3652.The modeled gravity was interpolated from observed gravity values.
 HV3652
 HV3652;                    North         East    Units  Estimated Accuracy
 HV3652;SPC VA N     - 2,114,070.    3,552,460.      MT  (+/- 180 meters Scaled)
 HV3652
 HV3652                          SUPERSEDED SURVEY CONTROL
 HV3652
 HV3652  NGVD 29 (??/??/??)  144.061  (m)          472.64   (f) ADJUSTED    2 0
 HV3652
 HV3652.Superseded values are not recommended for survey control.
 HV3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3652.See file dsdata.txt to determine how the superseded data were derived.
 HV3652
 HV3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH480866(NAD 83)
 HV3652_MARKER: DB = BENCH MARK DISK
 HV3652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3652_SP_SET: WALL
 HV3652_STAMPING: F 225 1941
 HV3652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3652
 HV3652  HISTORY     - Date     Condition        Report By
 HV3652  HISTORY     - 1941     MONUMENTED       CGS
 HV3652
 HV3652                          STATION DESCRIPTION
 HV3652
 HV3652'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3652'5.9 MI SE FROM ORLEAN.
 HV3652'ABOUT 5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 688 FROM THE POST
 HV3652'OFFICE AT ORLEAN, FAUQUIER COUNTY, ABOUT 0.1 MILE NORTHWEST OF
 HV3652'THE CROSSING OF U.S. HIGHWAY 211, ABOUT 115 FEET EAST OF A
 HV3652'POWER-TRANSMISSION LINE POLE, 54 FEET SOUTH OF A POLE, IN A
 HV3652'VALLEY BETWEEN THE NEW AND OLD HIGHWAYS, 64 FEET WEST OF THE
 HV3652'CENTER LINE OF THE NEW HIGHWAY, IN THE TOP OF THE WEST CORNER OF
 HV3652'THE CONCRETE PARAPET AROUND A SPRING, AND 3 FEET SOUTH OF A WHITE
 HV3652'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED F 225
 HV3652'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3641 ***********************************************************************
 HV3641  DESIGNATION -  F 226
 HV3641  PID         -  HV3641
 HV3641  STATE/COUNTY-  VA/FAUQUIER
 HV3641  USGS QUAD   -  ORLEAN (1983)
 HV3641
 HV3641                         *CURRENT SURVEY CONTROL
 HV3641  ___________________________________________________________________
 HV3641* NAD 83(1986)-  38 46 41.     (N)    077 59 43.     (W)     SCALED    
 HV3641* NAVD 88     -       189.191  (meters)     620.70   (feet)  ADJUSTED  
 HV3641  ___________________________________________________________________
 HV3641  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HV3641  DYNAMIC HT  -         189.071 (meters)     620.31  (feet)  COMP
 HV3641  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 HV3641
 HV3641  VERT ORDER  -  SECOND    CLASS 0
 HV3641
 HV3641.The horizontal coordinates were scaled from a topographic map and have
 HV3641.an estimated accuracy of +/- 6 seconds.
 HV3641
 HV3641.The orthometric height was determined by differential leveling
 HV3641.and adjusted by the National Geodetic Survey in June 1991..
 HV3641
 HV3641.The geoid height was determined by GEOID03.
 HV3641
 HV3641.The dynamic height is computed by dividing the NAVD 88
 HV3641.geopotential number by the normal gravity value computed on the
 HV3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3641.degrees latitude (g = 980.6199 gals.).
 HV3641
 HV3641.The modeled gravity was interpolated from observed gravity values.
 HV3641
 HV3641;                    North         East    Units  Estimated Accuracy
 HV3641;SPC VA N     - 2,123,480.    3,543,860.      MT  (+/- 180 meters Scaled)
 HV3641
 HV3641                          SUPERSEDED SURVEY CONTROL
 HV3641
 HV3641  NGVD 29 (??/??/??)  189.397  (m)          621.38   (f) ADJUSTED    2 0
 HV3641
 HV3641.Superseded values are not recommended for survey control.
 HV3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3641.See file dsdata.txt to determine how the superseded data were derived.
 HV3641
 HV3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH398964(NAD 83)
 HV3641_MARKER: DB = BENCH MARK DISK
 HV3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3641_STAMPING: F 226 1941
 HV3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3641+STABILITY: SURFACE MOTION
 HV3641
 HV3641  HISTORY     - Date     Condition        Report By
 HV3641  HISTORY     - 1941     MONUMENTED       CGS
 HV3641
 HV3641                          STATION DESCRIPTION
 HV3641
 HV3641'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3641'2.6 MI NW FROM ORLEAN.
 HV3641'ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 688 FROM THE POST
 HV3641'OFFICE AT ORLEAN, FAUQUIER COUNTY, THENCE ABOUT 0.6 MILE WEST
 HV3641'ALONG STATE HIGHWAY 647, 20 FEET NORTH OF THE CENTER LINE OF THE
 HV3641'HIGHWAY, 16.6 FEET WEST OF THE WEST GATEPOST, IN LINE WITH A ROW
 HV3641'OF POLES, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST
 HV3641'OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK,
 HV3641'STAMPED F 226 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0149 ***********************************************************************
 HW0149  DESIGNATION -  F 227
 HW0149  PID         -  HW0149
 HW0149  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0149  USGS QUAD   -  WOODVILLE (1994)
 HW0149
 HW0149                         *CURRENT SURVEY CONTROL
 HW0149  ___________________________________________________________________
 HW0149* NAD 83(1986)-  38 36 37.     (N)    078 09 33.     (W)     SCALED    
 HW0149* NAVD 88     -       310.588  (meters)    1018.99   (feet)  ADJUSTED  
 HW0149  ___________________________________________________________________
 HW0149  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HW0149  DYNAMIC HT  -         310.388 (meters)    1018.33  (feet)  COMP
 HW0149  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 HW0149
 HW0149  VERT ORDER  -  SECOND    CLASS 0
 HW0149
 HW0149.The horizontal coordinates were scaled from a topographic map and have
 HW0149.an estimated accuracy of +/- 6 seconds.
 HW0149
 HW0149.The orthometric height was determined by differential leveling
 HW0149.and adjusted by the National Geodetic Survey in June 1991..
 HW0149
 HW0149.The geoid height was determined by GEOID03.
 HW0149
 HW0149.The dynamic height is computed by dividing the NAVD 88
 HW0149.geopotential number by the normal gravity value computed on the
 HW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0149.degrees latitude (g = 980.6199 gals.).
 HW0149
 HW0149.The modeled gravity was interpolated from observed gravity values.
 HW0149
 HW0149;                    North         East    Units  Estimated Accuracy
 HW0149;SPC VA N     - 2,104,790.    3,529,690.      MT  (+/- 180 meters Scaled)
 HW0149
 HW0149                          SUPERSEDED SURVEY CONTROL
 HW0149
 HW0149  NGVD 29 (??/??/92)  310.786  (m)         1019.64   (f) ADJ UNCH    2 0
 HW0149
 HW0149.Superseded values are not recommended for survey control.
 HW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0149.See file dsdata.txt to determine how the superseded data were derived.
 HW0149
 HW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC473773(NAD 83)
 HW0149_MARKER: DB = BENCH MARK DISK
 HW0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0149_STAMPING: F 227 1941
 HW0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0149+STABILITY: SURFACE MOTION
 HW0149
 HW0149  HISTORY     - Date     Condition        Report By
 HW0149  HISTORY     - 1941     MONUMENTED       CGS
 HW0149
 HW0149                          STATION DESCRIPTION
 HW0149
 HW0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HW0149'1.2 MI NE FROM WOODVILLE.
 HW0149'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 618 FROM THE POST
 HW0149'OFFICE AT WOODVILLE, RAPPAHANNOCK COUNTY, AT THE JUNCTION OF A
 HW0149'PRIVATE ROAD LEADING SOUTHEAST, 19 FEET SOUTH OF THE CENTER LINE
 HW0149'OF THE HIGHWAY, 12 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 HW0149'OPPOSITE A RAIL FENCE, 14 FEET EAST OF THE NORTHEAST GATEPOST, 6
 HW0149'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTHWEST OF A
 HW0149'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED
 HW0149'F 227 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3008 ***********************************************************************
 JV3008  DESIGNATION -  F 229
 JV3008  PID         -  JV3008
 JV3008  STATE/COUNTY-  VA/LOUDOUN
 JV3008  USGS QUAD   -  LEESBURG (1994)
 JV3008
 JV3008                         *CURRENT SURVEY CONTROL
 JV3008  ___________________________________________________________________
 JV3008* NAD 83(1986)-  39 00 40.     (N)    077 32 23.     (W)     SCALED    
 JV3008* NAVD 88     -        88.910  (meters)     291.70   (feet)  ADJUSTED  
 JV3008  ___________________________________________________________________
 JV3008  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JV3008  DYNAMIC HT  -          88.861 (meters)     291.54  (feet)  COMP
 JV3008  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 JV3008
 JV3008  VERT ORDER  -  SECOND    CLASS 0
 JV3008
 JV3008.The horizontal coordinates were scaled from a topographic map and have
 JV3008.an estimated accuracy of +/- 6 seconds.
 JV3008
 JV3008.The orthometric height was determined by differential leveling
 JV3008.and adjusted by the National Geodetic Survey in June 1991..
 JV3008
 JV3008.The geoid height was determined by GEOID03.
 JV3008
 JV3008.The dynamic height is computed by dividing the NAVD 88
 JV3008.geopotential number by the normal gravity value computed on the
 JV3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3008.degrees latitude (g = 980.6199 gals.).
 JV3008
 JV3008.The modeled gravity was interpolated from observed gravity values.
 JV3008
 JV3008;                    North         East    Units  Estimated Accuracy
 JV3008;SPC VA N     - 2,149,670.    3,583,170.      MT  (+/- 180 meters Scaled)
 JV3008
 JV3008                          SUPERSEDED SURVEY CONTROL
 JV3008
 JV3008  NGVD 29 (??/??/??)   89.127  (m)          292.41   (f) ADJUSTED    2 0
 JV3008
 JV3008.Superseded values are not recommended for survey control.
 JV3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3008.See file dsdata.txt to determine how the superseded data were derived.
 JV3008
 JV3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ801210(NAD 83)
 JV3008_MARKER: DB = BENCH MARK DISK
 JV3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3008_STAMPING: F 229 1941
 JV3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3008+STABILITY: SURFACE MOTION
 JV3008
 JV3008  HISTORY     - Date     Condition        Report By
 JV3008  HISTORY     - 1941     MONUMENTED       CGS
 JV3008  HISTORY     - 1943     GOOD             CGS
 JV3008
 JV3008                          STATION DESCRIPTION
 JV3008
 JV3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JV3008'2.6 MI W FROM RYAN.
 JV3008'2.6 MILES WEST ALONG SECONDARY STATE HIGHWAY 625 FROM THE POST
 JV3008'OFFICE AT RYAN, LOUDOUN COUNTY, AT A FARMHOUSE, 87 FEET WEST OF
 JV3008'THE ROAD LEADING TO THE FARMHOUSE, 27 FEET SOUTH OF THE CENTERLINE
 JV3008'OF THE MAIN ROAD, AND 2 FEET EAST OF A NORTH-AND-SOUTH BOARD FENCE.
 JV3008'A STANDARD DISK, STAMPED F 229 1941 AND SET IN THE TOP OF A CONCRETE
 JV3008'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2756 ***********************************************************************
 HV2756  DESIGNATION -  F 230
 HV2756  PID         -  HV2756
 HV2756  STATE/COUNTY-  VA/FAIRFAX
 HV2756  USGS QUAD   -  HERNDON (1994)
 HV2756
 HV2756                         *CURRENT SURVEY CONTROL
 HV2756  ___________________________________________________________________
 HV2756* NAD 83(1986)-  38 53 45.     (N)    077 28 49.     (W)     SCALED    
 HV2756* NAVD 88     -        94.622  (meters)     310.44   (feet)  ADJUSTED  
 HV2756  ___________________________________________________________________
 HV2756  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 HV2756  DYNAMIC HT  -          94.570 (meters)     310.27  (feet)  COMP
 HV2756  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 HV2756
 HV2756  VERT ORDER  -  THIRD
 HV2756
 HV2756.The horizontal coordinates were scaled from a topographic map and have
 HV2756.an estimated accuracy of +/- 6 seconds.
 HV2756
 HV2756.The orthometric height was determined by differential leveling
 HV2756.and adjusted by the National Geodetic Survey in September 2004..
 HV2756
 HV2756.The geoid height was determined by GEOID03.
 HV2756
 HV2756.The dynamic height is computed by dividing the NAVD 88
 HV2756.geopotential number by the normal gravity value computed on the
 HV2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2756.degrees latitude (g = 980.6199 gals.).
 HV2756
 HV2756.The modeled gravity was interpolated from observed gravity values.
 HV2756
 HV2756;                    North         East    Units  Estimated Accuracy
 HV2756;SPC VA N     - 2,136,930.    3,588,460.      MT  (+/- 180 meters Scaled)
 HV2756
 HV2756                          SUPERSEDED SURVEY CONTROL
 HV2756
 HV2756  NAVD 88 (06/15/91)   94.653  (m)          310.54   (f) UNKNOWN     2 0
 HV2756  NGVD 29 (??/??/??)   94.878  (m)          311.28   (f) ADJUSTED    2 0
 HV2756
 HV2756.Superseded values are not recommended for survey control.
 HV2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2756.See file dsdata.txt to determine how the superseded data were derived.
 HV2756
 HV2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ848081(NAD 83)
 HV2756_MARKER: DB = BENCH MARK DISK
 HV2756_SETTING: 66 = SET IN ROCK OUTCROP
 HV2756_SP_SET: ROCK OUTCROP
 HV2756_STAMPING: F 230 1941
 HV2756_MARK LOGO: CGS   
 HV2756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HV2756+STABILITY: POSITION/ELEVATION WELL
 HV2756
 HV2756  HISTORY     - Date     Condition        Report By
 HV2756  HISTORY     - 1941     MONUMENTED       CGS
 HV2756  HISTORY     - 19920120 GOOD             MSI
 HV2756
 HV2756                          STATION DESCRIPTION
 HV2756
 HV2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV2756'1.3 MI SW FROM PLEASANT VALLEY.
 HV2756'1.0 MILE WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 HV2756'PLEASANT VALLEY, FAIRFAX COUNTY, THENCE 1.3 MILES SOUTH ALONG
 HV2756'SECONDARY STATE HIGHWAY 609, AT THE JUNCTION OF A ROAD LEADING
 HV2756'WEST, 61.4 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST,
 HV2756'22.5 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, IN THE TOP
 HV2756'OF A 3- BY 3-FOOT ROCK OUTCROP, 9 FEET EAST OF A WHITE WOODEN
 HV2756'WITNESS POST, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 HV2756'STAMPED F 230 1941.
 HV2756
 HV2756                          STATION RECOVERY (1992)
 HV2756
 HV2756'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2756'1.0 MILE (1.6 KM) WEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 HV2756'PLEASANT VALLEY, FAIRFAX COUNTY, THENCE 1.3 MILES (2.1 KM) SOUTH
 HV2756'ALONG SECONDARY STATE HIGHWAY 609, AT THE JUNCTION OF A ROAD LEADING
 HV2756'WEST, 61.4 FEET (18.7 M) NORTH OF THE CENTERLINE OF THE ROAD LEADING
 HV2756'WEST, 22.5 FEET (6.9 M) EAST OF THE CENTERLINE OF THE MAIN ROAD, IN
 HV2756'THE TOP OF A 3- BY 3-FOOT ROCK OUTCROP, 9 FEET (2.7 M) EAST OF A
 HV2756'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET (0.6 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2230 ***********************************************************************
 HV2230  DESIGNATION -  F 231
 HV2230  PID         -  HV2230
 HV2230  STATE/COUNTY-  VA/FAIRFAX
 HV2230  USGS QUAD   -  ANNANDALE (1994)
 HV2230
 HV2230                         *CURRENT SURVEY CONTROL
 HV2230  ___________________________________________________________________
 HV2230* NAD 83(1986)-  38 52 10.     (N)    077 10 28.     (W)     SCALED    
 HV2230* NAVD 88     -        76.425  (meters)     250.74   (feet)  ADJUSTED  
 HV2230  ___________________________________________________________________
 HV2230  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV2230  DYNAMIC HT  -          76.383 (meters)     250.60  (feet)  COMP
 HV2230  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 HV2230
 HV2230  VERT ORDER  -  SECOND    CLASS 0
 HV2230
 HV2230.The horizontal coordinates were scaled from a topographic map and have
 HV2230.an estimated accuracy of +/- 6 seconds.
 HV2230
 HV2230.The orthometric height was determined by differential leveling
 HV2230.and adjusted by the National Geodetic Survey in June 1991..
 HV2230
 HV2230.The geoid height was determined by GEOID03.
 HV2230
 HV2230.The dynamic height is computed by dividing the NAVD 88
 HV2230.geopotential number by the normal gravity value computed on the
 HV2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2230.degrees latitude (g = 980.6199 gals.).
 HV2230
 HV2230.The modeled gravity was interpolated from observed gravity values.
 HV2230
 HV2230;                    North         East    Units  Estimated Accuracy
 HV2230;SPC VA N     - 2,134,340.    3,615,030.      MT  (+/- 180 meters Scaled)
 HV2230
 HV2230                          SUPERSEDED SURVEY CONTROL
 HV2230
 HV2230  NGVD 29 (??/??/??)   76.663  (m)          251.52   (f) ADJUSTED    2 0
 HV2230
 HV2230.Superseded values are not recommended for survey control.
 HV2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2230.See file dsdata.txt to determine how the superseded data were derived.
 HV2230
 HV2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ113045(NAD 83)
 HV2230_MARKER: DB = BENCH MARK DISK
 HV2230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2230_SP_SET: BRIDGE
 HV2230_STAMPING: F 231 1941
 HV2230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2230
 HV2230  HISTORY     - Date     Condition        Report By
 HV2230  HISTORY     - 1941     MONUMENTED       CGS
 HV2230  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2230  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 HV2230
 HV2230                          STATION DESCRIPTION
 HV2230
 HV2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2230'0.8 MI S FROM FALLS CHURCH.
 HV2230'0.8 MILE SOUTH ALONG SECONDARY STATE HIGHWAY 649 FROM THE
 HV2230'JUNCTION OF U.S. HIGHWAY 211 AT FALLS CHURCH, FAIRFAX COUNTY,
 HV2230'AT THE JUNCTION OF A ROAD LEADING EAST, AT A BRIDGE, IN THE TOP
 HV2230'OF THE EAST END OF THE EAST HEADWALL, 17.6 FEET EAST OF THE
 HV2230'CENTERLINE OF THE MAIN ROAD, 16 FEET NORTH OF THE CENTERLINE OF
 HV2230'THE SIDE ROAD, AND 6.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 HV2230'POST.  A STANDARD DISK, STAMPED F 231 1941.  NOTE-- THE
 HV2230'CULVERT HEADWALL IS COVERED WITH A LAYER OF NEW CONCRETE
 HV2230'ABOUT 1 INCH THICK.
 HV2230
 HV2230                          STATION RECOVERY (1997)
 HV2230
 HV2230'RECOVERY NOTE BY US POWER SQUADRON 1997
 HV2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3288 ***********************************************************************
 HV3288  DESIGNATION -  F 232
 HV3288  PID         -  HV3288
 HV3288  STATE/COUNTY-  VA/STAFFORD
 HV3288  USGS QUAD   -  STORCK (1984)
 HV3288
 HV3288                         *CURRENT SURVEY CONTROL
 HV3288  ___________________________________________________________________
 HV3288* NAD 83(1986)-  38 24 54.     (N)    077 32 29.     (W)     SCALED    
 HV3288* NAVD 88     -        95.432  (meters)     313.10   (feet)  ADJUSTED  
 HV3288  ___________________________________________________________________
 HV3288  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV3288  DYNAMIC HT  -          95.374 (meters)     312.91  (feet)  COMP
 HV3288  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 HV3288
 HV3288  VERT ORDER  -  SECOND    CLASS 0
 HV3288
 HV3288.The horizontal coordinates were scaled from a topographic map and have
 HV3288.an estimated accuracy of +/- 6 seconds.
 HV3288
 HV3288.The orthometric height was determined by differential leveling
 HV3288.and adjusted by the National Geodetic Survey in June 1991..
 HV3288
 HV3288.The geoid height was determined by GEOID03.
 HV3288
 HV3288.The dynamic height is computed by dividing the NAVD 88
 HV3288.geopotential number by the normal gravity value computed on the
 HV3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3288.degrees latitude (g = 980.6199 gals.).
 HV3288
 HV3288.The modeled gravity was interpolated from observed gravity values.
 HV3288
 HV3288;                    North         East    Units  Estimated Accuracy
 HV3288;SPC VA N     - 2,083,500.    3,583,720.      MT  (+/- 180 meters Scaled)
 HV3288
 HV3288                          SUPERSEDED SURVEY CONTROL
 HV3288
 HV3288  NGVD 29 (??/??/??)   95.683  (m)          313.92   (f) ADJUSTED    2 0
 HV3288
 HV3288.Superseded values are not recommended for survey control.
 HV3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3288.See file dsdata.txt to determine how the superseded data were derived.
 HV3288
 HV3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH781549(NAD 83)
 HV3288_MARKER: DB = BENCH MARK DISK
 HV3288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3288_SP_SET: CULVERT
 HV3288_STAMPING: F 232 1941
 HV3288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3288
 HV3288  HISTORY     - Date     Condition        Report By
 HV3288  HISTORY     - 1941     MONUMENTED       CGS
 HV3288  HISTORY     - 1964     MARK NOT FOUND   CGS
 HV3288  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3288  HISTORY     - 20040308 MARK NOT FOUND   GEOMET
 HV3288
 HV3288                          STATION DESCRIPTION
 HV3288
 HV3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HV3288'1.6 MI NE FROM HEMP.
 HV3288'1.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 651 FROM THE
 HV3288'GENERAL STORE AT HEMP, STAFFORD COUNTY, THENCE 0.1 MILE NORTH
 HV3288'ALONG SECONDARY STATE HIGHWAY 616, AT A CONCRETE CULVERT, IN THE
 HV3288'TOP OF THE SOUTH END OF THE WEST HEAD WALL, 13.5 FEET WEST OF
 HV3288'THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTH OF A WHITE
 HV3288'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 232 1941.
 HV3288
 HV3288                          STATION RECOVERY (1996)
 HV3288
 HV3288'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3288'MARK NOT FOUND.
 HV3288
 HV3288                          STATION RECOVERY (2004)
 HV3288
 HV3288'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 HV3288'THE STATION APPEARS TO BE LOST DUE TO ROAD IMPROVEMENTS.  THE LOW SPOT
 HV3288'ALONG SR 616 NOW HAS A 2.5' CONCRETE CULVERT PIPE INSTEAD OF A
 HV3288'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1899 ***********************************************************************
 GV1899  DESIGNATION -  F 233
 GV1899  PID         -  GV1899
 GV1899  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1899  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1899
 GV1899                         *CURRENT SURVEY CONTROL
 GV1899  ___________________________________________________________________
 GV1899* NAD 83(1986)-  37 07 59.     (N)    077 18 18.     (W)     SCALED    
 GV1899* NAVD 88     -        44.508  (meters)     146.02   (feet)  ADJUSTED  
 GV1899  ___________________________________________________________________
 GV1899  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 GV1899  DYNAMIC HT  -          44.476 (meters)     145.92  (feet)  COMP
 GV1899  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 GV1899
 GV1899  VERT ORDER  -  SECOND    CLASS 0
 GV1899
 GV1899.The horizontal coordinates were scaled from a topographic map and have
 GV1899.an estimated accuracy of +/- 6 seconds.
 GV1899
 GV1899.The orthometric height was determined by differential leveling
 GV1899.and adjusted by the National Geodetic Survey in June 1991..
 GV1899
 GV1899.The geoid height was determined by GEOID03.
 GV1899
 GV1899.The dynamic height is computed by dividing the NAVD 88
 GV1899.geopotential number by the normal gravity value computed on the
 GV1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1899.degrees latitude (g = 980.6199 gals.).
 GV1899
 GV1899.The modeled gravity was interpolated from observed gravity values.
 GV1899
 GV1899;                    North         East    Units  Estimated Accuracy
 GV1899;SPC VA S     - 1,089,420.    3,606,180.      MT  (+/- 180 meters Scaled)
 GV1899
 GV1899                          SUPERSEDED SURVEY CONTROL
 GV1899
 GV1899  NGVD 29 (??/??/??)   44.837  (m)          147.10   (f) ADJUSTED    2 0
 GV1899
 GV1899.Superseded values are not recommended for survey control.
 GV1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1899.See file dsdata.txt to determine how the superseded data were derived.
 GV1899
 GV1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG952121(NAD 83)
 GV1899_MARKER: DB = BENCH MARK DISK
 GV1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1899_STAMPING: F 233 1942
 GV1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1899+STABILITY: SURFACE MOTION
 GV1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1899+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003
 GV1899
 GV1899  HISTORY     - Date     Condition        Report By
 GV1899  HISTORY     - 1942     MONUMENTED       CGS
 GV1899  HISTORY     - 1959     GOOD             CGS
 GV1899  HISTORY     - 19980422 GOOD             USPSQD
 GV1899  HISTORY     - 20030302 GOOD             USPSQD
 GV1899  HISTORY     - 20040209 GOOD             JCLS
 GV1899
 GV1899                          STATION DESCRIPTION
 GV1899
 GV1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1899'12.6 MI NE FROM CARSON.
 GV1899'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE
 GV1899'SCHOOL AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE
 GV1899'HIGHWAY 95, THENCE ABOUT 3.1 MILES SOUTHEAST ALONG COUNTY ROAD
 GV1899'626, THENCE 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 154, 40 FEET
 GV1899'NORTHWEST OF CENTER LINE OF HIGHWAY, 92 FEET EAST OF EAST
 GV1899'CORNER OF A 2-STORY FRAME HOUSE, 147 FEET NORTHEAST OF
 GV1899'CENTER LINE OF DRIVEWAY, 2 1/2 FEET WEST-NORTHWEST OF A FENCE
 GV1899'CORNER, 3 FEET NORTHWEST OF A STEEL FENCE POST WITH WITNESS
 GV1899'SIGN, ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE
 GV1899'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 GV1899
 GV1899                          STATION RECOVERY (1998)
 GV1899
 GV1899'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1899'RECOVERED IN GOOD CONDITION.
 GV1899
 GV1899                          STATION RECOVERY (2003)
 GV1899
 GV1899'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1899'RECOVERED IN GOOD CONDITION.
 GV1899
 GV1899                          STATION RECOVERY (2004)
 GV1899
 GV1899'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 GV1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3150 ***********************************************************************
 HV3150  DESIGNATION -  F 235
 HV3150  PID         -  HV3150
 HV3150  STATE/COUNTY-  VA/CAROLINE
 HV3150  USGS QUAD   -  
 HV3150
 HV3150                         *CURRENT SURVEY CONTROL
 HV3150  ___________________________________________________________________
 HV3150* NAD 83(1986)-  38 09 26.     (N)    077 18 15.     (W)     SCALED    
 HV3150* NAVD 88     -        64.534  (meters)     211.73   (feet)  ADJUSTED  
 HV3150  ___________________________________________________________________
 HV3150  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HV3150  DYNAMIC HT  -          64.494 (meters)     211.59  (feet)  COMP
 HV3150  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 HV3150
 HV3150  VERT ORDER  -  SECOND    CLASS 0
 HV3150
 HV3150.The horizontal coordinates were scaled from a topographic map and have
 HV3150.an estimated accuracy of +/- 6 seconds.
 HV3150
 HV3150.The orthometric height was determined by differential leveling
 HV3150.and adjusted by the National Geodetic Survey in June 1991..
 HV3150
 HV3150.The geoid height was determined by GEOID03.
 HV3150
 HV3150.The dynamic height is computed by dividing the NAVD 88
 HV3150.geopotential number by the normal gravity value computed on the
 HV3150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3150.degrees latitude (g = 980.6199 gals.).
 HV3150
 HV3150.The modeled gravity was interpolated from observed gravity values.
 HV3150
 HV3150;                    North         East    Units  Estimated Accuracy
 HV3150;SPC VA N     - 2,055,130.    3,604,800.      MT  (+/- 180 meters Scaled)
 HV3150
 HV3150                          SUPERSEDED SURVEY CONTROL
 HV3150
 HV3150  NGVD 29 (??/??/??)   64.793  (m)          212.57   (f) ADJUSTED    2 0
 HV3150
 HV3150.Superseded values are not recommended for survey control.
 HV3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3150.See file dsdata.txt to determine how the superseded data were derived.
 HV3150
 HV3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH981257(NAD 83)
 HV3150_MARKER: DB = BENCH MARK DISK
 HV3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3150_STAMPING: F 235 1941
 HV3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3150+STABILITY: SURFACE MOTION
 HV3150
 HV3150  HISTORY     - Date     Condition        Report By
 HV3150  HISTORY     - 1941     MONUMENTED       CGS
 HV3150  HISTORY     - 1949     GOOD             CGS
 HV3150  HISTORY     - 19990304 MARK NOT FOUND   USPSQD
 HV3150
 HV3150                          STATION DESCRIPTION
 HV3150
 HV3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HV3150'0.4 MI E FROM NEW LONDON.
 HV3150'0.4 MILE EAST ALONG RESERVATION ROAD 16 (17) FROM THE WEST
 HV3150'JUNCTION OF RESERVATION ROAD 17 AT NEW LONDON, CAROLINE COUNTY,
 HV3150'THENCE 1.9 MILES NORTHWEST ALONG RESERVATION ROAD 17, AT THE JUNCTION
 HV3150'OF AN OLD WAGON ROAD LEADING NORTHWEST, 22 FEET NORTHWEST
 HV3150'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTHEAST OF THE CENTER
 HV3150'LINE OF THE ROAD, 44 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 12-INCH
 HV3150'OAK TREE, 20 FEET EAST OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, 1
 HV3150'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 HV3150'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 235 1941
 HV3150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HV3150'GROUND.
 HV3150
 HV3150                          STATION RECOVERY (1949)
 HV3150
 HV3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HV3150'RECOVERED IN GOOD CONDITION.
 HV3150
 HV3150                          STATION RECOVERY (1999)
 HV3150
 HV3150'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3199 ***********************************************************************
 HV3199  DESIGNATION -  F 236
 HV3199  PID         -  HV3199
 HV3199  STATE/COUNTY-  VA/ESSEX
 HV3199  USGS QUAD   -  LORETTO (1978)
 HV3199
 HV3199                         *CURRENT SURVEY CONTROL
 HV3199  ___________________________________________________________________
 HV3199* NAD 83(1986)-  38 00 14.     (N)    077 02 40.     (W)     SCALED    
 HV3199* NAVD 88     -        50.604  (meters)     166.02   (feet)  ADJUSTED  
 HV3199  ___________________________________________________________________
 HV3199  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HV3199  DYNAMIC HT  -          50.571 (meters)     165.91  (feet)  COMP
 HV3199  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 HV3199
 HV3199  VERT ORDER  -  SECOND    CLASS 0
 HV3199
 HV3199.The horizontal coordinates were scaled from a topographic map and have
 HV3199.an estimated accuracy of +/- 6 seconds.
 HV3199
 HV3199.The orthometric height was determined by differential leveling
 HV3199.and adjusted by the National Geodetic Survey in June 1991..
 HV3199
 HV3199.The geoid height was determined by GEOID03.
 HV3199
 HV3199.The dynamic height is computed by dividing the NAVD 88
 HV3199.geopotential number by the normal gravity value computed on the
 HV3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3199.degrees latitude (g = 980.6199 gals.).
 HV3199
 HV3199.The modeled gravity was interpolated from observed gravity values.
 HV3199
 HV3199;                    North         East    Units  Estimated Accuracy
 HV3199;SPC VA S     - 1,186,380.    3,627,830.      MT  (+/- 180 meters Scaled)
 HV3199
 HV3199                          SUPERSEDED SURVEY CONTROL
 HV3199
 HV3199  NGVD 29 (??/??/??)   50.876  (m)          166.92   (f) ADJUSTED    2 0
 HV3199
 HV3199.Superseded values are not recommended for survey control.
 HV3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3199.See file dsdata.txt to determine how the superseded data were derived.
 HV3199
 HV3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH205082(NAD 83)
 HV3199_MARKER: DB = BENCH MARK DISK
 HV3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3199_STAMPING: F 236 1941
 HV3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3199+STABILITY: SURFACE MOTION
 HV3199
 HV3199  HISTORY     - Date     Condition        Report By
 HV3199  HISTORY     - 1941     MONUMENTED       CGS
 HV3199  HISTORY     - 1962     GOOD             CGS
 HV3199  HISTORY     - 19950409 MARK NOT FOUND   USPSQD
 HV3199  HISTORY     - 19990609 MARK NOT FOUND   USPSQD
 HV3199  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 HV3199
 HV3199                          STATION DESCRIPTION
 HV3199
 HV3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3199'3.2 MI SW FROM CHAMPLAIN.
 HV3199'3.2 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 631 FROM THE
 HV3199'POST OFFICE AT CHAMPLAIN, ESSEX COUNTY, AT THE JUNCTION OF A
 HV3199'PRIVATE ROAD LEADING TO A WHITE TWO-STORY FARMHOUSE 0.1 MILE
 HV3199'NORTH OF THE HIGHWAY, 44 FEET NORTH OF THE CENTER LINE OF THE
 HV3199'HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 24 FEET
 HV3199'SOUTH OF THE SOUTH GATEPOST, 13.6 FEET NORTH OF A FENCE CORNER,
 HV3199'7 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 371, 2 FEET
 HV3199'WEST OF A BOARD FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 HV3199'POST.  A STANDARD DISK, STAMPED F 236 1941 AND SET IN THE TOP OF
 HV3199'A CONCRETE POST.  NOTE-- ON PROPERTY OF SMITHFIELD FARM,
 HV3199'OPERATED BY W.F. ELLIS.
 HV3199
 HV3199                          STATION RECOVERY (1995)
 HV3199
 HV3199'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV3199'MARK NOT FOUND.
 HV3199
 HV3199                          STATION RECOVERY (1999)
 HV3199
 HV3199'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV3199'MARK NOT FOUND.
 HV3199
 HV3199                          STATION RECOVERY (2004)
 HV3199
 HV3199'RECOVERY NOTE BY US POWER SQUADRON 2004
 HV3199'CONCRETE BASE FOUND.  BRASS DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1437 ***********************************************************************
 FX1437  DESIGNATION -  F 238
 FX1437  PID         -  FX1437
 FX1437  STATE/COUNTY-  VA/DINWIDDIE
 FX1437  USGS QUAD   -  CHERRY HILL (1981)
 FX1437
 FX1437                         *CURRENT SURVEY CONTROL
 FX1437  ___________________________________________________________________
 FX1437* NAD 83(1986)-  36 56 50.     (N)    077 35 40.     (W)     SCALED    
 FX1437* NAVD 88     -        53.659  (meters)     176.05   (feet)  POSTED    
 FX1437  ___________________________________________________________________
 FX1437  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 FX1437  DYNAMIC HT  -          53.620 (meters)     175.92  (feet)  COMP
 FX1437  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 FX1437
 FX1437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1437
 FX1437.The horizontal coordinates were scaled from a topographic map and have
 FX1437.an estimated accuracy of +/- 6 seconds.
 FX1437
 FX1437.The orthometric height was determined by differential leveling
 FX1437.and adjusted by the National Geodetic Survey in 1992..
 FX1437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1437.rate of 0.0 thru 1.0 mm/km.
 FX1437
 FX1437.The geoid height was determined by GEOID03.
 FX1437
 FX1437.The dynamic height is computed by dividing the NAVD 88
 FX1437.geopotential number by the normal gravity value computed on the
 FX1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1437.degrees latitude (g = 980.6199 gals.).
 FX1437
 FX1437.The modeled gravity was interpolated from observed gravity values.
 FX1437
 FX1437;                    North         East    Units  Estimated Accuracy
 FX1437;SPC VA S     - 1,068,510.    3,580,660.      MT  (+/- 180 meters Scaled)
 FX1437
 FX1437                          SUPERSEDED SURVEY CONTROL
 FX1437
 FX1437  NGVD 29 (??/??/92)   53.992  (m)          177.14   (f) ADJ UNCH    2 0
 FX1437
 FX1437.Superseded values are not recommended for survey control.
 FX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1437.See file dsdata.txt to determine how the superseded data were derived.
 FX1437
 FX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF689921(NAD 83)
 FX1437_MARKER: DB = BENCH MARK DISK
 FX1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1437_SP_SET: BRIDGE
 FX1437_STAMPING: F 238 1942
 FX1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1437+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 FX1437
 FX1437  HISTORY     - Date     Condition        Report By
 FX1437  HISTORY     - 1942     MONUMENTED       CGS
 FX1437  HISTORY     - 1961     GOOD             NGS
 FX1437  HISTORY     - 20010127 GOOD             USPSQD
 FX1437  HISTORY     - 20060114 GOOD             USPSQD
 FX1437
 FX1437                          STATION DESCRIPTION
 FX1437
 FX1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX1437'8.9 MI E FROM MC KENNEY.
 FX1437'8.9 MILES EAST ALONG STATE HIGHWAY 40 FROM THE SEABOARD AIR LINE
 FX1437'RAILWAY STATION AT MC KENNEY, DINWIDDIE COUNTY, AT A BRIDGE OVER
 FX1437'A CREEK, IN THE EAST END OF THE NORTH CONCRETE WALL, 15 FEET
 FX1437'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 8 INCHES
 FX1437'HIGHER THAN THE PAVEMENT.  A STANDARD DISK, STAMPED F 238 1942.
 FX1437
 FX1437                          STATION RECOVERY (2001)
 FX1437
 FX1437'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1437'RECOVERED IN GOOD CONDITION.
 FX1437
 FX1437                          STATION RECOVERY (2006)
 FX1437
 FX1437'RECOVERY NOTE BY US POWER SQUADRON 2006 (JDB)
 FX1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4437 ***********************************************************************
 FX4437  DESIGNATION -  F 239 RESET
 FX4437  PID         -  FX4437
 FX4437  STATE/COUNTY-  VA/BRUNSWICK
 FX4437  USGS QUAD   -  MC KENNEY (1972)
 FX4437
 FX4437                         *CURRENT SURVEY CONTROL
 FX4437  ___________________________________________________________________
 FX4437* NAD 83(1986)-  36 53 19.     (N)    077 44 14.     (W)     SCALED    
 FX4437* NAVD 88     -        59.37   (+/-2cm)     194.8    (feet)  VERTCON   
 FX4437  ___________________________________________________________________
 FX4437  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 FX4437
 FX4437  VERT ORDER  -  THIRD (See Below)
 FX4437
 FX4437.The horizontal coordinates were scaled from a topographic map and have
 FX4437.an estimated accuracy of +/- 6 seconds.
 FX4437
 FX4437.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4437.The vertical order pertains to the NGVD 29 superseded value.
 FX4437
 FX4437.The geoid height was determined by GEOID03.
 FX4437
 FX4437;                    North         East    Units  Estimated Accuracy
 FX4437;SPC VA S     - 1,061,900.    3,567,990.      MT  (+/- 180 meters Scaled)
 FX4437
 FX4437                          SUPERSEDED SURVEY CONTROL
 FX4437
 FX4437  NGVD 29 (03/21/06)   59.69   (m)          195.8    (f) RESET       3  
 FX4437
 FX4437.Superseded values are not recommended for survey control.
 FX4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4437.See file dsdata.txt to determine how the superseded data were derived.
 FX4437
 FX4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF560860(NAD 83)
 FX4437_MARKER: DB = BENCH MARK DISK
 FX4437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX4437_SP_SET: WINGWALL
 FX4437_STAMPING: F 239 RESET 1987
 FX4437_MARK LOGO: VADHT 
 FX4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4437+STABILITY: SURFACE MOTION
 FX4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4437+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2001
 FX4437
 FX4437  HISTORY     - Date     Condition        Report By
 FX4437  HISTORY     - 1987     MONUMENTED       VADHT
 FX4437  HISTORY     - 20010312 GOOD             USPSQD
 FX4437
 FX4437                          STATION DESCRIPTION
 FX4437
 FX4437'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 FX4437'7.1 KM (4.40 MI) NORTH FROM SMOKY ORDINARY.
 FX4437'4.4 MILES NORTH ALONG STATE HIGHWAY 712 FROM BRIDGE OVER THE VIRGINIA
 FX4437'RAILWAY AT SMOKY ORDINARY, 0.1 MILE SOUTHEAST OF AN OLD UNPAINTED
 FX4437'FARMHOUSE, AT A BOX CULVERT IN SMALL STREAM, IN THE SOUTHEAST
 FX4437'CONCRETE WINGWALL, 26 FT EAST OF CENTERLINE OF ROADWAY AND ABOUT 4 FT
 FX4437'LOWER THAN THE ROADWAY.
 FX4437
 FX4437                          STATION RECOVERY (2001)
 FX4437
 FX4437'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX4437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0693 ***********************************************************************
 FZ0693  DESIGNATION -  F 24
 FZ0693  PID         -  FZ0693
 FZ0693  STATE/COUNTY-  VA/WYTHE
 FZ0693  USGS QUAD   -  RURAL RETREAT (1988)
 FZ0693
 FZ0693                         *CURRENT SURVEY CONTROL
 FZ0693  ___________________________________________________________________
 FZ0693* NAD 83(1986)-  36 53 37.     (N)    081 16 33.     (W)     SCALED    
 FZ0693* NAVD 88     -       765.045  (meters)    2509.99   (feet)  ADJUSTED  
 FZ0693  ___________________________________________________________________
 FZ0693  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ0693  DYNAMIC HT  -         764.329 (meters)    2507.64  (feet)  COMP
 FZ0693  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 FZ0693
 FZ0693  VERT ORDER  -  FIRST     CLASS II
 FZ0693
 FZ0693.The horizontal coordinates were scaled from a topographic map and have
 FZ0693.an estimated accuracy of +/- 6 seconds.
 FZ0693
 FZ0693.The orthometric height was determined by differential leveling
 FZ0693.and adjusted by the National Geodetic Survey in June 1991..
 FZ0693
 FZ0693.The geoid height was determined by GEOID03.
 FZ0693
 FZ0693.The dynamic height is computed by dividing the NAVD 88
 FZ0693.geopotential number by the normal gravity value computed on the
 FZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0693.degrees latitude (g = 980.6199 gals.).
 FZ0693
 FZ0693.The modeled gravity was interpolated from observed gravity values.
 FZ0693
 FZ0693;                    North         East    Units  Estimated Accuracy
 FZ0693;SPC VA S     - 1,065,810.    3,252,620.      MT  (+/- 180 meters Scaled)
 FZ0693
 FZ0693                          SUPERSEDED SURVEY CONTROL
 FZ0693
 FZ0693  NGVD 29 (??/??/92)  765.099  (m)         2510.16   (f) ADJ UNCH    1 2
 FZ0693
 FZ0693.Superseded values are not recommended for survey control.
 FZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0693.See file dsdata.txt to determine how the superseded data were derived.
 FZ0693
 FZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA754831(NAD 83)
 FZ0693_MARKER: DB = BENCH MARK DISK
 FZ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0693_STAMPING: 2510.333 F 24 1931
 FZ0693_MARK LOGO: CGS   
 FZ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0693+STABILITY: SURFACE MOTION
 FZ0693
 FZ0693  HISTORY     - Date     Condition        Report By
 FZ0693  HISTORY     - 1931     MONUMENTED       CGS
 FZ0693  HISTORY     - 1959     GOOD             NGS
 FZ0693  HISTORY     - 1984     GOOD             NGS
 FZ0693
 FZ0693                          STATION DESCRIPTION
 FZ0693
 FZ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ0693'AT RURAL RETREAT.
 FZ0693'AT RURAL RETREAT, ALONG THE NORFOLK AND WESTERN RAILWAY, 22.8
 FZ0693'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 94 FEET SOUTHEAST
 FZ0693'OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF THE EAST
 FZ0693'WING OF THE STATION, 11 1/2 FEET SOUTH OF THE SOUTH RAIL OF
 FZ0693'SIDING, 14 1/2 FEET NORTH OF THE NORTH SIDE OF A RED BRICK
 FZ0693'TWO-STORY BUILDING, 47.3 FEET WEST-NORTHWEST OF THE NORTHEAST
 FZ0693'CORNER OF SAME BUILDING, 37 FEET EAST-NORTHEAST OF THE NORTHWEST
 FZ0693'CORNER OF SAME BUILDING, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 FZ0693'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FZ0693
 FZ0693                          STATION RECOVERY (1984)
 FZ0693
 FZ0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2412 ***********************************************************************
 GV2412  DESIGNATION -  F 240
 GV2412  PID         -  GV2412
 GV2412  STATE/COUNTY-  VA/DINWIDDIE
 GV2412  USGS QUAD   -  DINWIDDIE (1979)
 GV2412
 GV2412                         *CURRENT SURVEY CONTROL
 GV2412  ___________________________________________________________________
 GV2412* NAD 83(1986)-  37 02 29.     (N)    077 34 19.     (W)     SCALED    
 GV2412* NAVD 88     -        68.289  (meters)     224.04   (feet)  POSTED    
 GV2412  ___________________________________________________________________
 GV2412  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GV2412  DYNAMIC HT  -          68.240 (meters)     223.88  (feet)  COMP
 GV2412  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 GV2412
 GV2412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV2412
 GV2412.The horizontal coordinates were scaled from a topographic map and have
 GV2412.an estimated accuracy of +/- 6 seconds.
 GV2412
 GV2412.The orthometric height was determined by differential leveling
 GV2412.and adjusted by the National Geodetic Survey in 1992..
 GV2412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV2412.rate of 0.0 thru 1.0 mm/km.
 GV2412
 GV2412.The geoid height was determined by GEOID03.
 GV2412
 GV2412.The dynamic height is computed by dividing the NAVD 88
 GV2412.geopotential number by the normal gravity value computed on the
 GV2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2412.degrees latitude (g = 980.6199 gals.).
 GV2412
 GV2412.The modeled gravity was interpolated from observed gravity values.
 GV2412
 GV2412;                    North         East    Units  Estimated Accuracy
 GV2412;SPC VA S     - 1,078,980.    3,582,560.      MT  (+/- 180 meters Scaled)
 GV2412
 GV2412                          SUPERSEDED SURVEY CONTROL
 GV2412
 GV2412  NGVD 29 (??/??/??)   68.623  (m)          225.14   (f) ADJUSTED    2 0
 GV2412
 GV2412.Superseded values are not recommended for survey control.
 GV2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2412.See file dsdata.txt to determine how the superseded data were derived.
 GV2412
 GV2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG712025(NAD 83)
 GV2412_MARKER: DB = BENCH MARK DISK
 GV2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2412_STAMPING: F 240 1942
 GV2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2412+STABILITY: SURFACE MOTION
 GV2412
 GV2412  HISTORY     - Date     Condition        Report By
 GV2412  HISTORY     - 1942     MONUMENTED       CGS
 GV2412  HISTORY     - 1961     GOOD             CGS
 GV2412  HISTORY     - 1963     GOOD             USGS
 GV2412  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 GV2412  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV2412
 GV2412                          STATION DESCRIPTION
 GV2412
 GV2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2412'2.6 MI S FROM DINWIDDIE.
 GV2412'2.6 MILES SOUTH ALONG STATE SECONDARY ROADS 626 AND 660 FROM
 GV2412'DINWIDDIE, DINWIDDIE COUNTY, 0.15 MILE SOUTH OF A T-ROAD JUNCTION,
 GV2412'NEAR A GROUP OF LOG TOBACCO BARNS, 22.3 FEET NORTH OF THE NORTH
 GV2412'SIDE OF THE SECOND BARN IN A ROW OF THREE BARNS, SOUTH OF A FARM
 GV2412'ROAD LEADING TO THE BARNS, AND 33 FEET WEST OF THE CENTERLINE OF
 GV2412'ROAD 660.  A STANDARD DISK, STAMPED F 240 1942 AND SET IN THE
 GV2412'TOP OF A CONCRETE POST.
 GV2412
 GV2412                          STATION RECOVERY (1963)
 GV2412
 GV2412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GV2412'RECOVERED IN GOOD CONDITION.
 GV2412
 GV2412                          STATION RECOVERY (1995)
 GV2412
 GV2412'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2412'MARK NOT FOUND.
 GV2412
 GV2412                          STATION RECOVERY (2001)
 GV2412
 GV2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV2412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2224 ***********************************************************************
 GV2224  DESIGNATION -  F 241
 GV2224  PID         -  GV2224
 GV2224  STATE/COUNTY-  VA/NOTTOWAY
 GV2224  USGS QUAD   -  WELLVILLE (1981)
 GV2224
 GV2224                         *CURRENT SURVEY CONTROL
 GV2224  ___________________________________________________________________
 GV2224* NAD 83(1986)-  37 12 30.     (N)    077 54 40.     (W)     SCALED    
 GV2224* NAVD 88     -       105.120  (meters)     344.88   (feet)  ADJUSTED  
 GV2224  ___________________________________________________________________
 GV2224  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GV2224  DYNAMIC HT  -         105.045 (meters)     344.64  (feet)  COMP
 GV2224  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 GV2224
 GV2224  VERT ORDER  -  SECOND    CLASS 0
 GV2224
 GV2224.The horizontal coordinates were scaled from a topographic map and have
 GV2224.an estimated accuracy of +/- 6 seconds.
 GV2224
 GV2224.The orthometric height was determined by differential leveling
 GV2224.and adjusted by the National Geodetic Survey in June 1991..
 GV2224
 GV2224.The geoid height was determined by GEOID03.
 GV2224
 GV2224.The dynamic height is computed by dividing the NAVD 88
 GV2224.geopotential number by the normal gravity value computed on the
 GV2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2224.degrees latitude (g = 980.6199 gals.).
 GV2224
 GV2224.The modeled gravity was interpolated from observed gravity values.
 GV2224
 GV2224;                    North         East    Units  Estimated Accuracy
 GV2224;SPC VA S     - 1,097,270.    3,552,270.      MT  (+/- 180 meters Scaled)
 GV2224
 GV2224                          SUPERSEDED SURVEY CONTROL
 GV2224
 GV2224  NGVD 29 (??/??/??)  105.398  (m)          345.79   (f) ADJUSTED    2 0
 GV2224
 GV2224.Superseded values are not recommended for survey control.
 GV2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2224.See file dsdata.txt to determine how the superseded data were derived.
 GV2224
 GV2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG416219(NAD 83)
 GV2224_MARKER: DB = BENCH MARK DISK
 GV2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2224_STAMPING: F 241 1942
 GV2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2224+STABILITY: SURFACE MOTION
 GV2224
 GV2224  HISTORY     - Date     Condition        Report By
 GV2224  HISTORY     - 1942     MONUMENTED       CGS
 GV2224  HISTORY     - 1961     GOOD             CGS
 GV2224  HISTORY     - 19960105 MARK NOT FOUND   USPSQD
 GV2224  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GV2224
 GV2224                          STATION DESCRIPTION
 GV2224
 GV2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2224'2 MI SW FROM EARLS.
 GV2224'IN NOTTOWAY COUNTY, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 153
 GV2224'FROM THE POST OFFICE AT EARLS, AMELIA COUNTY, 1.4 MILES
 GV2224'NORTH-NORTHEAST OF THE JUNCTION OF SECONDARY STATE HIGHWAY
 GV2224'610 AT SPAINVILLE, NOTTOWAY COUNTY, 0.5 MILE NORTHEAST OF ROCKY
 GV2224'HILL CHURCH AND A ROAD INTERSECTION, 0.15 MILE SOUTH OF THE
 GV2224'JUNCTION OF A ROAD LEADING EAST TO A WINDMILL, AT THE JUNCTION
 GV2224'OF TWO SIDE ROADS, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GV2224'HIGHWAY, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD
 GV2224'LEADING SOUTHEAST, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 GV2224'SIDE ROAD LEADING SOUTH, 5 FEET NORTHWEST OF A FENCE, 1.5 FEET
 GV2224'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1/2 FOOT
 GV2224'BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED F
 GV2224'241 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV2224'2 INCHES ABOVE GROUND.
 GV2224
 GV2224                          STATION RECOVERY (1996)
 GV2224
 GV2224'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2224'MARK NOT FOUND.
 GV2224
 GV2224                          STATION RECOVERY (2000)
 GV2224
 GV2224'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2218 ***********************************************************************
 GV2218  DESIGNATION -  F 242
 GV2218  PID         -  GV2218
 GV2218  STATE/COUNTY-  VA/AMELIA
 GV2218  USGS QUAD   -  AMELIA COURT HOUSE (1984)
 GV2218
 GV2218                         *CURRENT SURVEY CONTROL
 GV2218  ___________________________________________________________________
 GV2218* NAD 83(1986)-  37 18 24.     (N)    077 59 43.     (W)     SCALED    
 GV2218* NAVD 88     -       121.855  (meters)     399.79   (feet)  ADJUSTED  
 GV2218  ___________________________________________________________________
 GV2218  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 GV2218  DYNAMIC HT  -         121.770 (meters)     399.51  (feet)  COMP
 GV2218  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 GV2218
 GV2218  VERT ORDER  -  SECOND    CLASS 0
 GV2218
 GV2218.The horizontal coordinates were scaled from a topographic map and have
 GV2218.an estimated accuracy of +/- 6 seconds.
 GV2218
 GV2218.The orthometric height was determined by differential leveling
 GV2218.and adjusted by the National Geodetic Survey in June 1991..
 GV2218
 GV2218.The geoid height was determined by GEOID03.
 GV2218
 GV2218.The dynamic height is computed by dividing the NAVD 88
 GV2218.geopotential number by the normal gravity value computed on the
 GV2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2218.degrees latitude (g = 980.6199 gals.).
 GV2218
 GV2218.The modeled gravity was interpolated from observed gravity values.
 GV2218
 GV2218;                    North         East    Units  Estimated Accuracy
 GV2218;SPC VA S     - 1,108,140.    3,544,740.      MT  (+/- 180 meters Scaled)
 GV2218
 GV2218                          SUPERSEDED SURVEY CONTROL
 GV2218
 GV2218  NGVD 29 (??/??/??)  122.130  (m)          400.69   (f) ADJUSTED    2 0
 GV2218
 GV2218.Superseded values are not recommended for survey control.
 GV2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2218.See file dsdata.txt to determine how the superseded data were derived.
 GV2218
 GV2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG345331(NAD 83)
 GV2218_MARKER: DB = BENCH MARK DISK
 GV2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2218_STAMPING: F 242 1942
 GV2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2218+STABILITY: SURFACE MOTION
 GV2218
 GV2218  HISTORY     - Date     Condition        Report By
 GV2218  HISTORY     - 1942     MONUMENTED       CGS
 GV2218  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV2218  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2218  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 GV2218
 GV2218                          STATION DESCRIPTION
 GV2218
 GV2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2218'3.2 MI SW FROM AMELIA.
 GV2218'3.2 MILES SOUTHWEST OF AMELIA, AMELIA COUNTY.  THIS BENCH
 GV2218'MARK MAY BE REACHED FROM THE SOUTHERN RAILWAY STATION BY
 GV2218'GOING 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38, THENCE 2.0 MILES
 GV2218'SOUTHWEST ALONG SECONDARY STATE HIGHWAY 614.  IT IS 0.5 MILE
 GV2218'NORTHWEST OF THE JUNCTION OF SECONDARY STATE HIGHWAY 607
 GV2218'LEADING SOUTHWEST, 0.35 MILE NORTH OF RENNIE CHURCH, 0.2
 GV2218'MILE SOUTH OF THE INTERSECTION OF SECONDARY STATE HIGHWAY
 GV2218'603, 0.1 MILE SOUTH OF MISSIONARY CHURCH, AT THE NORTHWEST
 GV2218'CORNER OF A SMALL GARDEN, 63 FEET NORTHWEST OF THE NORTHWEST
 GV2218'CORNER OF A LARGE WHITE BARN, 25 FEET EAST OF THE CENTERLINE
 GV2218'OF THE HIGHWAY, 8 FEET EAST OF THE NORTHWEST CORNER OF A FENCE,
 GV2218'AND 3 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 GV2218'STAMPED F 242 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2218
 GV2218                          STATION RECOVERY (2000)
 GV2218
 GV2218'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2218'MARK NOT FOUND.
 GV2218
 GV2218                          STATION RECOVERY (2004)
 GV2218
 GV2218'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2216 ***********************************************************************
 GV2216  DESIGNATION -  F 244
 GV2216  PID         -  GV2216
 GV2216  STATE/COUNTY-  VA/AMELIA
 GV2216  USGS QUAD   -  CHURCH ROAD (1981)
 GV2216
 GV2216                         *CURRENT SURVEY CONTROL
 GV2216  ___________________________________________________________________
 GV2216* NAD 83(1986)-  37 14 25.     (N)    077 44 32.     (W)     SCALED    
 GV2216* NAVD 88     -        68.003  (meters)     223.11   (feet)  ADJUSTED  
 GV2216  ___________________________________________________________________
 GV2216  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GV2216  DYNAMIC HT  -          67.955 (meters)     222.95  (feet)  COMP
 GV2216  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 GV2216
 GV2216  VERT ORDER  -  SECOND    CLASS 0
 GV2216
 GV2216.The horizontal coordinates were scaled from a topographic map and have
 GV2216.an estimated accuracy of +/- 6 seconds.
 GV2216
 GV2216.The orthometric height was determined by differential leveling
 GV2216.and adjusted by the National Geodetic Survey in June 1991..
 GV2216
 GV2216.The geoid height was determined by GEOID03.
 GV2216
 GV2216.The dynamic height is computed by dividing the NAVD 88
 GV2216.geopotential number by the normal gravity value computed on the
 GV2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2216.degrees latitude (g = 980.6199 gals.).
 GV2216
 GV2216.The modeled gravity was interpolated from observed gravity values.
 GV2216
 GV2216;                    North         East    Units  Estimated Accuracy
 GV2216;SPC VA S     - 1,100,920.    3,567,230.      MT  (+/- 180 meters Scaled)
 GV2216
 GV2216                          SUPERSEDED SURVEY CONTROL
 GV2216
 GV2216  NGVD 29 (??/??/??)   68.303  (m)          224.09   (f) ADJUSTED    2 0
 GV2216
 GV2216.Superseded values are not recommended for survey control.
 GV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2216.See file dsdata.txt to determine how the superseded data were derived.
 GV2216
 GV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG567250(NAD 83)
 GV2216_MARKER: DB = BENCH MARK DISK
 GV2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2216_STAMPING: F 244 1942
 GV2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2216+STABILITY: SURFACE MOTION
 GV2216
 GV2216  HISTORY     - Date     Condition        Report By
 GV2216  HISTORY     - 1942     MONUMENTED       CGS
 GV2216  HISTORY     - 1961     GOOD             CGS
 GV2216  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 GV2216  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV2216  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 GV2216
 GV2216                          STATION DESCRIPTION
 GV2216
 GV2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2216'4.9 MI E FROM MANNBORO.
 GV2216'4.9 MILES EAST ALONG SECONDARY STATE HIGHWAY 708 FROM THE POST
 GV2216'OFFICE AT MANNBORO, AMELIA COUNTY, 1.4 MILES SOUTHWEST OF THE
 GV2216'JUNCTION OF SECONDARY STATE HIGHWAY 623 AT WHITES STORE, 0.15
 GV2216'MILE SOUTH OF A LARGE YELLOW HOUSE, AT THE TOP OF A SMALL HILL,
 GV2216'AT THE JUNCTION OF A ROAD LEADING SOUTH, 27.6 FEET SOUTH OF THE
 GV2216'CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF THE
 GV2216'SIDE ROAD, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.
 GV2216'A STANDARD DISK, STAMPED F 244 1942 AND SET IN THE TOP OF A CONCRETE
 GV2216'POST.
 GV2216
 GV2216                          STATION RECOVERY (1994)
 GV2216
 GV2216'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2216'MARK NOT FOUND.
 GV2216
 GV2216                          STATION RECOVERY (2000)
 GV2216
 GV2216'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2216'MARK NOT FOUND.
 GV2216
 GV2216                          STATION RECOVERY (2004)
 GV2216
 GV2216'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV2216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2122 ***********************************************************************
 GV2122  DESIGNATION -  F 245
 GV2122  PID         -  GV2122
 GV2122  STATE/COUNTY-  VA/CHESTERFIELD
 GV2122  USGS QUAD   -  BEACH (1994)
 GV2122
 GV2122                         *CURRENT SURVEY CONTROL
 GV2122  ___________________________________________________________________
 GV2122* NAD 83(1986)-  37 21 21.     (N)    077 35 42.     (W)     SCALED    
 GV2122* NAVD 88     -        83.722  (meters)     274.68   (feet)  ADJUSTED  
 GV2122  ___________________________________________________________________
 GV2122  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GV2122  DYNAMIC HT  -          83.662 (meters)     274.48  (feet)  COMP
 GV2122  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 GV2122
 GV2122  VERT ORDER  -  SECOND    CLASS 0
 GV2122
 GV2122.The horizontal coordinates were scaled from a topographic map and have
 GV2122.an estimated accuracy of +/- 6 seconds.
 GV2122
 GV2122.The orthometric height was determined by differential leveling
 GV2122.and adjusted by the National Geodetic Survey in June 1991..
 GV2122
 GV2122.The geoid height was determined by GEOID03.
 GV2122
 GV2122.The dynamic height is computed by dividing the NAVD 88
 GV2122.geopotential number by the normal gravity value computed on the
 GV2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2122.degrees latitude (g = 980.6199 gals.).
 GV2122
 GV2122.The modeled gravity was interpolated from observed gravity values.
 GV2122
 GV2122;                    North         East    Units  Estimated Accuracy
 GV2122;SPC VA S     - 1,113,860.    3,580,170.      MT  (+/- 180 meters Scaled)
 GV2122
 GV2122                          SUPERSEDED SURVEY CONTROL
 GV2122
 GV2122  NGVD 29 (??/??/??)   84.028  (m)          275.68   (f) ADJUSTED    2 0
 GV2122
 GV2122.Superseded values are not recommended for survey control.
 GV2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2122.See file dsdata.txt to determine how the superseded data were derived.
 GV2122
 GV2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG701375(NAD 83)
 GV2122_MARKER: DB = BENCH MARK DISK
 GV2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2122_STAMPING: F 245 1942
 GV2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2122+STABILITY: SURFACE MOTION
 GV2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2122+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 GV2122
 GV2122  HISTORY     - Date     Condition        Report By
 GV2122  HISTORY     - 1942     MONUMENTED       CGS
 GV2122  HISTORY     - 1961     GOOD             CGS
 GV2122  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2122  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2122  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV2122  HISTORY     - 19940220 GOOD             USPSQD
 GV2122  HISTORY     - 19991120 GOOD             USPSQD
 GV2122  HISTORY     - 20041119 GOOD             USPSQD
 GV2122
 GV2122                          STATION DESCRIPTION
 GV2122
 GV2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2122'AT BEACH.
 GV2122'AT BEACH, CHESTERFIELD COUNTY, ON SECONDARY STATE HIGHWAYS 654
 GV2122'AND 655, 104 FEET NORTHEAST OF THE EAST CORNER OF THE POST OFFICE,
 GV2122'57 FEET SOUTH OF THE SOUTH CORNER OF A LARGE TWO-STORY WHITE
 GV2122'HOUSE, 30 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAYS,
 GV2122'3.4 FEET NORTHWEST OF POLE 40493, 1.3 FEET NORTHEAST OF A
 GV2122'NORTHWEST-AND-SOUTHEAST FENCE, AND 1.3 FEET SOUTHEAST OF A WHITE
 GV2122'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 245 1942
 GV2122'AND SET IN THE TOP OF A CONCRETE POST.
 GV2122
 GV2122                          STATION RECOVERY (1961)
 GV2122
 GV2122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2122'RECOVERED IN GOOD CONDITION.
 GV2122
 GV2122                          STATION RECOVERY (1988)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCR)
 GV2122'MARK NOT FOUND.
 GV2122
 GV2122                          STATION RECOVERY (1989)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 1989 (HBK)
 GV2122'MARK NOT FOUND.
 GV2122
 GV2122                          STATION RECOVERY (1990)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2122'MARK NOT FOUND.
 GV2122
 GV2122                          STATION RECOVERY (1994)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2122'RECOVERED IN GOOD CONDITION.
 GV2122
 GV2122                          STATION RECOVERY (1999)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2122'RECOVERED IN GOOD CONDITION.
 GV2122
 GV2122                          STATION RECOVERY (2004)
 GV2122
 GV2122'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2122'MARK IS 3.4 FEET NORTH OF UTILITY POLE RA28
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2133 ***********************************************************************
 GV2133  DESIGNATION -  F 246
 GV2133  PID         -  GV2133
 GV2133  STATE/COUNTY-  VA/CHESTERFIELD
 GV2133  USGS QUAD   -  BEACH (1994)
 GV2133
 GV2133                         *CURRENT SURVEY CONTROL
 GV2133  ___________________________________________________________________
 GV2133* NAD 83(1986)-  37 15 33.     (N)    077 33 45.     (W)     SCALED    
 GV2133* NAVD 88     -        94.180  (meters)     308.99   (feet)  ADJUSTED  
 GV2133  ___________________________________________________________________
 GV2133  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GV2133  DYNAMIC HT  -          94.111 (meters)     308.76  (feet)  COMP
 GV2133  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 GV2133
 GV2133  VERT ORDER  -  SECOND    CLASS 0
 GV2133
 GV2133.The horizontal coordinates were scaled from a topographic map and have
 GV2133.an estimated accuracy of +/- 6 seconds.
 GV2133
 GV2133.The orthometric height was determined by differential leveling
 GV2133.and adjusted by the National Geodetic Survey in June 1991..
 GV2133
 GV2133.The geoid height was determined by GEOID03.
 GV2133
 GV2133.The dynamic height is computed by dividing the NAVD 88
 GV2133.geopotential number by the normal gravity value computed on the
 GV2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2133.degrees latitude (g = 980.6199 gals.).
 GV2133
 GV2133.The modeled gravity was interpolated from observed gravity values.
 GV2133
 GV2133;                    North         East    Units  Estimated Accuracy
 GV2133;SPC VA S     - 1,103,160.    3,583,160.      MT  (+/- 180 meters Scaled)
 GV2133
 GV2133                          SUPERSEDED SURVEY CONTROL
 GV2133
 GV2133  NGVD 29 (??/??/??)   94.500  (m)          310.04   (f) ADJUSTED    2 0
 GV2133
 GV2133.Superseded values are not recommended for survey control.
 GV2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2133.See file dsdata.txt to determine how the superseded data were derived.
 GV2133
 GV2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG727267(NAD 83)
 GV2133_MARKER: DB = BENCH MARK DISK
 GV2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2133_STAMPING: F 246 1942
 GV2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2133+STABILITY: SURFACE MOTION
 GV2133
 GV2133  HISTORY     - Date     Condition        Report By
 GV2133  HISTORY     - 1942     MONUMENTED       CGS
 GV2133  HISTORY     - 1961     GOOD             CGS
 GV2133  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2133  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV2133  HISTORY     - 1990     GOOD             USPSQD
 GV2133  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2133  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2133  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2133
 GV2133                          STATION DESCRIPTION
 GV2133
 GV2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV2133'2 MI W FROM MATOACA.
 GV2133'2.0 MILES WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 GV2133'AT MATOACA, CHESTERFIELD COUNTY, THENCE 3.7 MILES NORTHWEST
 GV2133'ALONG SECONDARY STATE HIGHWAY 602, 69 FEET SOUTHWEST OF THE
 GV2133'SOUTHWEST CORNER OF A CEMETERY FENCE, IN THE SOUTHWEST QUARTER
 GV2133'OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 630, 32 FEET
 GV2133'WEST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 602, 30 FEET
 GV2133'SOUTH OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 630, 1.6
 GV2133'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 GV2133'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GV2133'F 246 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2133
 GV2133                          STATION RECOVERY (1961)
 GV2133
 GV2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2133'RECOVERED IN GOOD CONDITION.
 GV2133
 GV2133                          STATION RECOVERY (1989)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV2133'MARK NOT FOUND.
 GV2133
 GV2133                          STATION RECOVERY (1989)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOM)
 GV2133'MARK NOT FOUND.
 GV2133
 GV2133                          STATION RECOVERY (1990)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM)
 GV2133'RECOVERED IN GOOD CONDITION.
 GV2133
 GV2133                          STATION RECOVERY (1994)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2133'MARK NOT FOUND.
 GV2133
 GV2133                          STATION RECOVERY (1999)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2133'MARK NOT FOUND.
 GV2133
 GV2133                          STATION RECOVERY (2004)
 GV2133
 GV2133'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1641 ***********************************************************************
 GV1641  DESIGNATION -  F 247
 GV1641  PID         -  GV1641
 GV1641  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1641  USGS QUAD   -  HOPEWELL (1994)
 GV1641
 GV1641                         *CURRENT SURVEY CONTROL
 GV1641  ___________________________________________________________________
 GV1641* NAD 83(1986)-  37 16 43.     (N)    077 18 47.     (W)     SCALED    
 GV1641* NAVD 88     -        27.295  (meters)      89.55   (feet)  ADJUSTED  
 GV1641  ___________________________________________________________________
 GV1641  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 GV1641  DYNAMIC HT  -          27.276 (meters)      89.49  (feet)  COMP
 GV1641  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 GV1641
 GV1641  VERT ORDER  -  FIRST     CLASS II
 GV1641
 GV1641.The horizontal coordinates were scaled from a topographic map and have
 GV1641.an estimated accuracy of +/- 6 seconds.
 GV1641
 GV1641.The orthometric height was determined by differential leveling
 GV1641.and adjusted by the National Geodetic Survey in June 1991..
 GV1641
 GV1641.The geoid height was determined by GEOID03.
 GV1641
 GV1641.The dynamic height is computed by dividing the NAVD 88
 GV1641.geopotential number by the normal gravity value computed on the
 GV1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1641.degrees latitude (g = 980.6199 gals.).
 GV1641
 GV1641.The modeled gravity was interpolated from observed gravity values.
 GV1641
 GV1641;                    North         East    Units  Estimated Accuracy
 GV1641;SPC VA S     - 1,105,560.    3,605,260.      MT  (+/- 180 meters Scaled)
 GV1641
 GV1641                          SUPERSEDED SURVEY CONTROL
 GV1641
 GV1641  NGVD 29 (??/??/??)   27.651  (m)           90.72   (f) ADJUSTED    1 2
 GV1641
 GV1641.Superseded values are not recommended for survey control.
 GV1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1641.See file dsdata.txt to determine how the superseded data were derived.
 GV1641
 GV1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG949282(NAD 83)
 GV1641_MARKER: DB = BENCH MARK DISK
 GV1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1641_STAMPING: F 247 1942
 GV1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1641+STABILITY: SURFACE MOTION
 GV1641
 GV1641  HISTORY     - Date     Condition        Report By
 GV1641  HISTORY     - 1942     MONUMENTED       CGS
 GV1641  HISTORY     - 1963     GOOD             CGS
 GV1641  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV1641  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV1641
 GV1641                          STATION DESCRIPTION
 GV1641
 GV1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1641'2.4 MI SW FROM HOPEWELL.
 GV1641'2.4 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV1641'THE STATION AT HOPEWELL, PRINCE GEORGE COUNTY, ABOUT 0.2 MILE
 GV1641'NORTHEAST OF MILEPOST P 6, 63.7 FEET SOUTH OF A SWITCH STAND,
 GV1641'45.7 FEET SOUTHEAST OF THE TRACK, 9.9 FEET NORTHWEST OF A
 GV1641'RAILROAD PROPERTY MARK, 7.4 FEET SOUTHWEST OF A POLE, AND IN
 GV1641'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 247 1942
 GV1641'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SWITCH STAND
 GV1641'AND POLE ARE GONE.  MARK IS NOW 12 FEET EAST OF A RAILROAD PROPERTY
 GV1641'SIGN AND 0.5 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 GV1641
 GV1641                          STATION RECOVERY (1998)
 GV1641
 GV1641'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1641'MARK NOT FOUND.
 GV1641
 GV1641                          STATION RECOVERY (2003)
 GV1641
 GV1641'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2335 ***********************************************************************
 GV2335  DESIGNATION -  F 248
 GV2335  PID         -  GV2335
 GV2335  STATE/COUNTY-  VA/DINWIDDIE
 GV2335  USGS QUAD   -  HEBRON (1987)
 GV2335
 GV2335                         *CURRENT SURVEY CONTROL
 GV2335  ___________________________________________________________________
 GV2335* NAD 83(1986)-  37 07 43.     (N)    077 51 45.     (W)     SCALED    
 GV2335* NAVD 88     -       116.403  (meters)     381.90   (feet)  POSTED    
 GV2335  ___________________________________________________________________
 GV2335  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 GV2335  DYNAMIC HT  -         116.320 (meters)     381.63  (feet)  COMP
 GV2335  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 GV2335
 GV2335  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GV2335
 GV2335.The horizontal coordinates were scaled from a topographic map and have
 GV2335.an estimated accuracy of +/- 6 seconds.
 GV2335
 GV2335.The orthometric height was determined by differential leveling
 GV2335.and adjusted by the National Geodetic Survey in 1992..
 GV2335.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GV2335.rate of 1.1 thru 2.0 mm/km.
 GV2335
 GV2335.The geoid height was determined by GEOID03.
 GV2335
 GV2335.The dynamic height is computed by dividing the NAVD 88
 GV2335.geopotential number by the normal gravity value computed on the
 GV2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2335.degrees latitude (g = 980.6199 gals.).
 GV2335
 GV2335.The modeled gravity was interpolated from observed gravity values.
 GV2335
 GV2335;                    North         East    Units  Estimated Accuracy
 GV2335;SPC VA S     - 1,088,450.    3,556,650.      MT  (+/- 180 meters Scaled)
 GV2335
 GV2335                          SUPERSEDED SURVEY CONTROL
 GV2335
 GV2335  NGVD 29 (??/??/??)  116.697  (m)          382.86   (f) ADJUSTED    2 0
 GV2335
 GV2335.Superseded values are not recommended for survey control.
 GV2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2335.See file dsdata.txt to determine how the superseded data were derived.
 GV2335
 GV2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG457129(NAD 83)
 GV2335_MARKER: DB = BENCH MARK DISK
 GV2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2335_STAMPING: F 248 1942
 GV2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2335+STABILITY: SURFACE MOTION
 GV2335
 GV2335  HISTORY     - Date     Condition        Report By
 GV2335  HISTORY     - 1942     MONUMENTED       CGS
 GV2335  HISTORY     - 1961     GOOD             CGS
 GV2335  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2335  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2335
 GV2335                          STATION DESCRIPTION
 GV2335
 GV2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2335'0.8 MI S FROM WILSON.
 GV2335'0.8 MILE SOUTH ALONG STATE SECONDARY ROAD 639 FROM THE NORFOLK
 GV2335'AND WESTERN RAILWAY STATION AT WILSON, DINWIDDIE COUNTY, AT THE
 GV2335'JUNCTION OF A FARM ROAD LEADING EAST, 26.8 FEET SOUTH OF THE
 GV2335'CENTERLINE OF THE FARM ROAD, 32.7 FEET EAST OF THE CENTERLINE OF
 GV2335'THE MAIN ROAD, 5 FEET SOUTHEAST OF A 12-INCH PINE TREE, AND 4
 GV2335'FEET HIGHER THAN THE CENTER OF THE JUNCTION.  A STANDARD DISK,
 GV2335'STAMPED F 248 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2335
 GV2335                          STATION RECOVERY (1995)
 GV2335
 GV2335'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2335'MARK NOT FOUND.
 GV2335
 GV2335                          STATION RECOVERY (2000)
 GV2335
 GV2335'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV2335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0345 ***********************************************************************
 GW0345  DESIGNATION -  F 249
 GW0345  PID         -  GW0345
 GW0345  STATE/COUNTY-  VA/NOTTOWAY
 GW0345  USGS QUAD   -  RUBERMONT (1981)
 GW0345
 GW0345                         *CURRENT SURVEY CONTROL
 GW0345  ___________________________________________________________________
 GW0345* NAD 83(1986)-  37 07 09.     (N)    078 11 16.     (W)     SCALED    
 GW0345* NAVD 88     -       162.263  (meters)     532.36   (feet)  POSTED    
 GW0345  ___________________________________________________________________
 GW0345  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GW0345  DYNAMIC HT  -         162.140 (meters)     531.95  (feet)  COMP
 GW0345  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 GW0345
 GW0345  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW0345
 GW0345.The horizontal coordinates were scaled from a topographic map and have
 GW0345.an estimated accuracy of +/- 6 seconds.
 GW0345
 GW0345.The orthometric height was determined by differential leveling
 GW0345.and adjusted by the National Geodetic Survey in 1992..
 GW0345.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW0345.rate of 1.1 thru 2.0 mm/km.
 GW0345
 GW0345.The geoid height was determined by GEOID03.
 GW0345
 GW0345.The dynamic height is computed by dividing the NAVD 88
 GW0345.geopotential number by the normal gravity value computed on the
 GW0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0345.degrees latitude (g = 980.6199 gals.).
 GW0345
 GW0345.The modeled gravity was interpolated from observed gravity values.
 GW0345
 GW0345;                    North         East    Units  Estimated Accuracy
 GW0345;SPC VA S     - 1,087,250.    3,527,750.      MT  (+/- 180 meters Scaled)
 GW0345
 GW0345                          SUPERSEDED SURVEY CONTROL
 GW0345
 GW0345  NGVD 29 (??/??/92)  162.502  (m)          533.14   (f) ADJ UNCH    2 0
 GW0345
 GW0345.Superseded values are not recommended for survey control.
 GW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0345.See file dsdata.txt to determine how the superseded data were derived.
 GW0345
 GW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB498117(NAD 83)
 GW0345_MARKER: DB = BENCH MARK DISK
 GW0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0345_STAMPING: F 249 1942
 GW0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0345+STABILITY: SURFACE MOTION
 GW0345
 GW0345  HISTORY     - Date     Condition        Report By
 GW0345  HISTORY     - 1942     MONUMENTED       CGS
 GW0345  HISTORY     - 1961     GOOD             NGS
 GW0345  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0345  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0345  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0345
 GW0345                          STATION DESCRIPTION
 GW0345
 GW0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0345'6.1 MI S FROM BURKEVILLE.
 GW0345'6.1 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD STATION
 GW0345'AT BURKEVILLE, NOTTOWAY COUNTY, AT A STORE AND SERVICE STATION,
 GW0345'70 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STORE BUILDING, IN
 GW0345'THE SOUTHWEST CORNER OF THE YARD, 57 FEET SOUTHEAST OF THE
 GW0345'CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF THE
 GW0345'DRIVEWAY, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 GW0345'STAMPED F 249 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW0345'ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THE BUILDING HAS BURNED DOWN
 GW0345'AND HIGHWAY 49 IS HIGHWAY 723.  THE MARK IS 0.2 MILES NORTH OF
 GW0345'HIGHWAY 625 AND 10 FEET SOUTH OF POWER POLE 61-58-8.
 GW0345
 GW0345                          STATION RECOVERY (1996)
 GW0345
 GW0345'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0345'MARK NOT FOUND.
 GW0345
 GW0345                          STATION RECOVERY (2000)
 GW0345
 GW0345'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0345'MARK NOT FOUND.
 GW0345
 GW0345                          STATION RECOVERY (2001)
 GW0345
 GW0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0345'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0297 ***********************************************************************
 GX0297  DESIGNATION -  F 25
 GX0297  PID         -  GX0297
 GX0297  STATE/COUNTY-  VA/MONTGOMERY
 GX0297  USGS QUAD   -  BLACKSBURG (1983)
 GX0297
 GX0297                         *CURRENT SURVEY CONTROL
 GX0297  ___________________________________________________________________
 GX0297* NAD 83(1986)-  37 08 34.     (N)    080 26 03.     (W)     SCALED    
 GX0297* NAVD 88     -       594.331  (meters)    1949.90   (feet)  ADJUSTED  
 GX0297  ___________________________________________________________________
 GX0297  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX0297  DYNAMIC HT  -         593.796 (meters)    1948.15  (feet)  COMP
 GX0297  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 GX0297
 GX0297  VERT ORDER  -  FIRST     CLASS II
 GX0297
 GX0297.The horizontal coordinates were scaled from a topographic map and have
 GX0297.an estimated accuracy of +/- 6 seconds.
 GX0297
 GX0297.The orthometric height was determined by differential leveling
 GX0297.and adjusted by the National Geodetic Survey in June 1991..
 GX0297
 GX0297.The geoid height was determined by GEOID03.
 GX0297
 GX0297.The dynamic height is computed by dividing the NAVD 88
 GX0297.geopotential number by the normal gravity value computed on the
 GX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0297.degrees latitude (g = 980.6199 gals.).
 GX0297
 GX0297.The modeled gravity was interpolated from observed gravity values.
 GX0297
 GX0297;                    North         East    Units  Estimated Accuracy
 GX0297;SPC VA S     - 1,091,590.    3,328,180.      MT  (+/- 180 meters Scaled)
 GX0297
 GX0297                          SUPERSEDED SURVEY CONTROL
 GX0297
 GX0297  NGVD 29 (??/??/92)  594.44   (m)         1950.3    (f) COMPUTED    1 2
 GX0297
 GX0297.Superseded values are not recommended for survey control.
 GX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0297.See file dsdata.txt to determine how the superseded data were derived.
 GX0297
 GX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB502108(NAD 83)
 GX0297_MARKER: DB = BENCH MARK DISK
 GX0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0297_SP_SET: BRIDGE
 GX0297_STAMPING: F 25 1931
 GX0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0297
 GX0297  HISTORY     - Date     Condition        Report By
 GX0297  HISTORY     - 1931     MONUMENTED       CGS
 GX0297
 GX0297                          STATION DESCRIPTION
 GX0297
 GX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GX0297'2 MI W FROM CAMBRIA.
 GX0297'THE MARK IS 2 MILES WEST OF CAMBRIA, ON THE SOUTHWEST END OF THE
 GX0297'SOUTHEAST ABUTMENT OF R.R. BRIDGE NO. 184 AND 9.3 FEET SOUTHWEST
 GX0297'OF THE SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0298 ***********************************************************************
 GX0298  DESIGNATION -  F 25 RESET 1940
 GX0298  PID         -  GX0298
 GX0298  STATE/COUNTY-  VA/MONTGOMERY
 GX0298  USGS QUAD   -  BLACKSBURG (1983)
 GX0298
 GX0298                         *CURRENT SURVEY CONTROL
 GX0298  ___________________________________________________________________
 GX0298* NAD 83(1986)-  37 08 34.     (N)    080 26 03.     (W)     SCALED    
 GX0298* NAVD 88     -       595.06   (+/-2cm)    1952.3    (feet)  VERTCON   
 GX0298  ___________________________________________________________________
 GX0298  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GX0298
 GX0298  VERT ORDER  -  THIRD (See Below)
 GX0298
 GX0298.The horizontal coordinates were scaled from a topographic map and have
 GX0298.an estimated accuracy of +/- 6 seconds.
 GX0298
 GX0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0298.The vertical order pertains to the NGVD 29 superseded value.
 GX0298
 GX0298.The geoid height was determined by GEOID03.
 GX0298
 GX0298;                    North         East    Units  Estimated Accuracy
 GX0298;SPC VA S     - 1,091,590.    3,328,180.      MT  (+/- 180 meters Scaled)
 GX0298
 GX0298                          SUPERSEDED SURVEY CONTROL
 GX0298
 GX0298  NGVD 29 (??/??/??)  595.17   (m)         1952.7    (f) RESET       3  
 GX0298
 GX0298.Superseded values are not recommended for survey control.
 GX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0298.See file dsdata.txt to determine how the superseded data were derived.
 GX0298
 GX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB502108(NAD 83)
 GX0298_MARKER: DD = SURVEY DISK
 GX0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0298_SP_SET: BRIDGE
 GX0298_STAMPING: F 25 RESET 1940
 GX0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0298
 GX0298  HISTORY     - Date     Condition        Report By
 GX0298  HISTORY     - 1940     MONUMENTED       NWRR
 GX0298
 GX0298                          STATION DESCRIPTION
 GX0298
 GX0298'DESCRIBED BY NORFOLK AND WESTERN RR 1940
 GX0298'2 MI W FROM CAMBRIA.
 GX0298'2.0 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM CAMBRIA,
 GX0298'AT BRIDGE 184, IN THE SOUTHEAST ABUTMENT, AND 9.3 FEET SOUTHWEST
 GX0298'OF THE SOUTHWEST RAIL.  A STANDARD DISK STAMPED F 25 RESET 1940.
 GX0298'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 GX0298'DETERMINED BY ENGINEERS OF THE NORFOLK AND WESTERN RAILWAY IN THE
 GX0298'WINTER OF 1940-41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0357 ***********************************************************************
 GW0357  DESIGNATION -  F 250
 GW0357  PID         -  GW0357
 GW0357  STATE/COUNTY-  VA/NOTTOWAY
 GW0357  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0357
 GW0357                         *CURRENT SURVEY CONTROL
 GW0357  ___________________________________________________________________
 GW0357* NAD 83(1986)-  37 01 49.     (N)    078 02 41.     (W)     SCALED    
 GW0357* NAVD 88     -       115.144  (meters)     377.77   (feet)  POSTED    
 GW0357  ___________________________________________________________________
 GW0357  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0357  DYNAMIC HT  -         115.060 (meters)     377.49  (feet)  COMP
 GW0357  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 GW0357
 GW0357  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW0357
 GW0357.The horizontal coordinates were scaled from a topographic map and have
 GW0357.an estimated accuracy of +/- 6 seconds.
 GW0357
 GW0357.The orthometric height was determined by differential leveling
 GW0357.and adjusted by the National Geodetic Survey in 1992..
 GW0357.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW0357.rate of 0.0 thru 1.0 mm/km.
 GW0357
 GW0357.The geoid height was determined by GEOID03.
 GW0357
 GW0357.The dynamic height is computed by dividing the NAVD 88
 GW0357.geopotential number by the normal gravity value computed on the
 GW0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0357.degrees latitude (g = 980.6199 gals.).
 GW0357
 GW0357.The modeled gravity was interpolated from observed gravity values.
 GW0357
 GW0357;                    North         East    Units  Estimated Accuracy
 GW0357;SPC VA S     - 1,077,440.    3,540,510.      MT  (+/- 180 meters Scaled)
 GW0357
 GW0357                          SUPERSEDED SURVEY CONTROL
 GW0357
 GW0357  NGVD 29 (??/??/92)  115.42   (m)          378.7    (f) COMPUTED    2 0
 GW0357
 GW0357.Superseded values are not recommended for survey control.
 GW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0357.See file dsdata.txt to determine how the superseded data were derived.
 GW0357
 GW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB628023(NAD 83)
 GW0357_MARKER: DB = BENCH MARK DISK
 GW0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0357_STAMPING: F 250 1942
 GW0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0357+STABILITY: SURFACE MOTION
 GW0357
 GW0357  HISTORY     - Date     Condition        Report By
 GW0357  HISTORY     - 1942     MONUMENTED       CGS
 GW0357  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW0357  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GW0357  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0357
 GW0357                          STATION DESCRIPTION
 GW0357
 GW0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GW0357'4.5 MI S FROM BLACKSTONE.
 GW0357'THIS MARK IS ALONG HIGHWAY 40, 4.5 MILES SOUTH OF THE RAILROAD
 GW0357'STATION AT BLACKSTONE, NOTTOWAY COUNTY, NEAR A CHURCH BUILDING,
 GW0357'ABOUT 165 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 GW0357'29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 GW0357'WITH THE PAVEMENT, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GW0357'POST, ABOUT 3 FEET FROM A WHITE WOODEN POST PAINTED WITH LETTERS
 GW0357'USBM.
 GW0357
 GW0357                          STATION RECOVERY (1996)
 GW0357
 GW0357'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0357'MARK NOT FOUND.
 GW0357
 GW0357                          STATION RECOVERY (2000)
 GW0357
 GW0357'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0357'MARK NOT FOUND.
 GW0357
 GW0357                          STATION RECOVERY (2001)
 GW0357
 GW0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0357'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0358 ***********************************************************************
 GW0358  DESIGNATION -  F 250 RESET 1952
 GW0358  PID         -  GW0358
 GW0358  STATE/COUNTY-  VA/NOTTOWAY
 GW0358  USGS QUAD   -  BLACKSTONE WEST (1981)
 GW0358
 GW0358                         *CURRENT SURVEY CONTROL
 GW0358  ___________________________________________________________________
 GW0358* NAD 83(1986)-  37 01 49.     (N)    078 02 41.     (W)     SCALED    
 GW0358* NAVD 88     -       115.30   (+/-2cm)     378.3    (feet)  VERTCON   
 GW0358  ___________________________________________________________________
 GW0358  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW0358
 GW0358  VERT ORDER  -  THIRD (See Below)
 GW0358
 GW0358.The horizontal coordinates were scaled from a topographic map and have
 GW0358.an estimated accuracy of +/- 6 seconds.
 GW0358
 GW0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW0358.The vertical order pertains to the NGVD 29 superseded value.
 GW0358
 GW0358.The geoid height was determined by GEOID03.
 GW0358
 GW0358;                    North         East    Units  Estimated Accuracy
 GW0358;SPC VA S     - 1,077,440.    3,540,510.      MT  (+/- 180 meters Scaled)
 GW0358
 GW0358                          SUPERSEDED SURVEY CONTROL
 GW0358
 GW0358  NGVD 29 (??/??/??)  115.58   (m)          379.2    (f) RESET       3  
 GW0358
 GW0358.Superseded values are not recommended for survey control.
 GW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0358.See file dsdata.txt to determine how the superseded data were derived.
 GW0358
 GW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB628023(NAD 83)
 GW0358_MARKER: DD = SURVEY DISK
 GW0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0358_STAMPING: F 250 RESET 1952
 GW0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0358+STABILITY: SURFACE MOTION
 GW0358
 GW0358  HISTORY     - Date     Condition        Report By
 GW0358  HISTORY     - 1952     MONUMENTED       VADH
 GW0358  HISTORY     - 1963     GOOD             NGS
 GW0358  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 GW0358  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GW0358  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0358
 GW0358                          STATION DESCRIPTION
 GW0358
 GW0358'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1952
 GW0358'4.5 MI S FROM BLACKSTONE.
 GW0358'4.5 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE NORFOLK AND
 GW0358'WESTERN RAILWAY STATION AT BLACKSTONE, NOTTOWAY COUNTY, 160 FEET
 GW0358'SOUTHWEST OF A FRAME CHURCH, 56 FEET NORTH OF THE CENTERLINE OF
 GW0358'THE HIGHWAY, 25 FEET SOUTH OF THE SOUTH EDGE OF A CEMETERY, 13
 GW0358'FEET SOUTHWEST OF 20-INCH RED-OAK TREE, AND ABOUT LEVEL WITH THE
 GW0358'HIGHWAY.  A STANDARD DISK, STAMPED F 250 RESET 1952 AND SET IN
 GW0358'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 GW0358
 GW0358                          STATION RECOVERY (1963)
 GW0358
 GW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GW0358'RECOVERED IN GOOD CONDITION.
 GW0358
 GW0358                          STATION RECOVERY (1996)
 GW0358
 GW0358'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0358'MARK NOT FOUND.
 GW0358
 GW0358                          STATION RECOVERY (2000)
 GW0358
 GW0358'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0358'MARK NOT FOUND.
 GW0358
 GW0358                          STATION RECOVERY (2001)
 GW0358
 GW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0358'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0138 ***********************************************************************
 HW0138  DESIGNATION -  F 251
 HW0138  PID         -  HW0138
 HW0138  STATE/COUNTY-  VA/CULPEPER
 HW0138  USGS QUAD   -  CASTLETON (1994)
 HW0138
 HW0138                         *CURRENT SURVEY CONTROL
 HW0138  ___________________________________________________________________
 HW0138* NAD 83(1986)-  38 31 04.     (N)    078 04 35.     (W)     SCALED    
 HW0138* NAVD 88     -       167.096  (meters)     548.21   (feet)  ADJUSTED  
 HW0138  ___________________________________________________________________
 HW0138  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HW0138  DYNAMIC HT  -         166.988 (meters)     547.86  (feet)  COMP
 HW0138  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HW0138
 HW0138  VERT ORDER  -  SECOND    CLASS 0
 HW0138
 HW0138.The horizontal coordinates were scaled from a topographic map and have
 HW0138.an estimated accuracy of +/- 6 seconds.
 HW0138
 HW0138.The orthometric height was determined by differential leveling
 HW0138.and adjusted by the National Geodetic Survey in June 1991..
 HW0138
 HW0138.The geoid height was determined by GEOID03.
 HW0138
 HW0138.The dynamic height is computed by dividing the NAVD 88
 HW0138.geopotential number by the normal gravity value computed on the
 HW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0138.degrees latitude (g = 980.6199 gals.).
 HW0138
 HW0138.The modeled gravity was interpolated from observed gravity values.
 HW0138
 HW0138;                    North         East    Units  Estimated Accuracy
 HW0138;SPC VA N     - 2,094,560.    3,536,940.      MT  (+/- 180 meters Scaled)
 HW0138
 HW0138                          SUPERSEDED SURVEY CONTROL
 HW0138
 HW0138  NGVD 29 (??/??/92)  167.303  (m)          548.89   (f) ADJ UNCH    2 0
 HW0138
 HW0138.Superseded values are not recommended for survey control.
 HW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0138.See file dsdata.txt to determine how the superseded data were derived.
 HW0138
 HW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC548673(NAD 83)
 HW0138_MARKER: DB = BENCH MARK DISK
 HW0138_SETTING: 80 = SET IN A BOULDER
 HW0138_SP_SET: BOULDER
 HW0138_STAMPING: F 251 1942
 HW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0138+STABILITY: SURFACE MOTION
 HW0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HW0138+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 HW0138
 HW0138  HISTORY     - Date     Condition        Report By
 HW0138  HISTORY     - 1942     MONUMENTED       CGS
 HW0138  HISTORY     - 1954     GOOD             NGS
 HW0138  HISTORY     - 20010306 GOOD             USPSQD
 HW0138
 HW0138                          STATION DESCRIPTION
 HW0138
 HW0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HW0138'1.2 MI SE FROM GRIFFINSBURG.
 HW0138'ABOUT 1.2 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 3 FROM THE
 HW0138'POST OFFICE AT GRIFFINSBURG, CULPEPER COUNTY, IN THE SOUTH
 HW0138'QUARTER OF A ROAD CROSSING, 58 FEET SOUTHWEST OF THE CENTER LINE
 HW0138'OF THE OLD HIGHWAY, 33 FEET SOUTHWEST OF POLE A 105, 3.8 FEET
 HW0138'NORTHWEST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A LARGE
 HW0138'BOULDER, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 HW0138
 HW0138                          STATION RECOVERY (2001)
 HW0138
 HW0138'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 HW0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV6447 ***********************************************************************
 JV6447  DESIGNATION -  F 252 RESET
 JV6447  PID         -  JV6447
 JV6447  STATE/COUNTY-  VA/LOUDOUN
 JV6447  USGS QUAD   -  WATERFORD (1984)
 JV6447
 JV6447                         *CURRENT SURVEY CONTROL
 JV6447  ___________________________________________________________________
 JV6447* NAD 83(1986)-  39 12 24.     (N)    077 34 37.     (W)     SCALED    
 JV6447* NAVD 88     -       163.96   (meters)     537.9    (feet)  RESET     
 JV6447  ___________________________________________________________________
 JV6447  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JV6447
 JV6447  VERT ORDER  -  THIRD
 JV6447
 JV6447.The horizontal coordinates were scaled from a topographic map and have
 JV6447.an estimated accuracy of +/- 6 seconds.
 JV6447
 JV6447.The orthometric height was computed from unverified reset data.
 JV6447.No vertical observational check was made to the station.
 JV6447
 JV6447.The geoid height was determined by GEOID03.
 JV6447
 JV6447;                    North         East    Units  Estimated Accuracy
 JV6447;SPC VA N     - 2,171,350.    3,579,730.      MT  (+/- 180 meters Scaled)
 JV6447
 JV6447                          SUPERSEDED SURVEY CONTROL
 JV6447
 JV6447  NGVD 29 (03/21/06)  164.18   (m)          538.6    (f) RESET       3  
 JV6447
 JV6447.Superseded values are not recommended for survey control.
 JV6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6447.See file dsdata.txt to determine how the superseded data were derived.
 JV6447
 JV6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ774428(NAD 83)
 JV6447_MARKER: DB = BENCH MARK DISK
 JV6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6447_SP_SET: CONCRETE POST
 JV6447_STAMPING: F 252 RESET 1987
 JV6447_MARK LOGO: VADHT 
 JV6447_PROJECTION: FLUSH
 JV6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6447+STABILITY: SURFACE MOTION
 JV6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV6447+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 JV6447
 JV6447  HISTORY     - Date     Condition        Report By
 JV6447  HISTORY     - 1987     MONUMENTED       VADHT
 JV6447  HISTORY     - 20040821 GOOD             GEOCAC
 JV6447
 JV6447                          STATION DESCRIPTION
 JV6447
 JV6447'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 JV6447'4.5 KM (2.80 MI) WEST FROM LUCKETTS.
 JV6447'2.8 MILES WEST ALONG STATE SECONDARY ROUTE 662 FROM THE POST OFFICE IN
 JV6447'LUCKETTS, ON THE EAST SLOPE OF A HILL, 82 FEET WEST OF A TWIN 48 INCH
 JV6447'PIPE UNDER THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD 2
 JV6447'FEET EAST OF A FENCE LINE.
 JV6447
 JV6447                          STATION RECOVERY (2004)
 JV6447
 JV6447'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JV6447'STATION IS SOUTH OF STUMPTOWN ROAD (RT. 62) APPROXIMATELY 5 FEET EAST
 JV6447'OF A ROUND 6-INCH WOODEN FENCE POST, ABOUT 2 FEET NORTH OF A WIRE
 JV6447'FENCE, AND APPROXIMATELY 14 FEET EAST OF A CARSONITE FIBER OPTIC
 JV6447'WARNING POST. STATION IS APPROXIMATELY 280 FEET EAST OF THE DRIVEWAY
 JV6447'LEADING TO A NEW BRICK HOUSE, AS YET UNNUMBERED, BUT THE WESTERNMOST
 JV6447'OF SEVERAL NEW HOUSES NOW UNDER CONSTRUCTION.
 JV6447' 
 JV6447'GARMIN ETREX HANDHELD CONSUMER GPS LOCATES STATION AT N39 12 24.1,
 JV6447'W077 34 37.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3716 ***********************************************************************
 HV3716  DESIGNATION -  F 253
 HV3716  PID         -  HV3716
 HV3716  STATE/COUNTY-  VA/FAUQUIER
 HV3716  USGS QUAD   -  RECTORTOWN (1981)
 HV3716
 HV3716                         *CURRENT SURVEY CONTROL
 HV3716  ___________________________________________________________________
 HV3716* NAD 83(1986)-  38 59 16.     (N)    077 51 00.     (W)     SCALED    
 HV3716* NAVD 88     -       151.422  (meters)     496.79   (feet)  ADJUSTED  
 HV3716  ___________________________________________________________________
 HV3716  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HV3716  DYNAMIC HT  -         151.332 (meters)     496.50  (feet)  COMP
 HV3716  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 HV3716
 HV3716  VERT ORDER  -  SECOND    CLASS 0
 HV3716
 HV3716.The horizontal coordinates were scaled from a topographic map and have
 HV3716.an estimated accuracy of +/- 6 seconds.
 HV3716
 HV3716.The orthometric height was determined by differential leveling
 HV3716.and adjusted by the National Geodetic Survey in June 1991..
 HV3716
 HV3716.The geoid height was determined by GEOID03.
 HV3716
 HV3716.The dynamic height is computed by dividing the NAVD 88
 HV3716.geopotential number by the normal gravity value computed on the
 HV3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3716.degrees latitude (g = 980.6199 gals.).
 HV3716
 HV3716.The modeled gravity was interpolated from observed gravity values.
 HV3716
 HV3716;                    North         East    Units  Estimated Accuracy
 HV3716;SPC VA N     - 2,146,840.    3,556,320.      MT  (+/- 180 meters Scaled)
 HV3716
 HV3716                          SUPERSEDED SURVEY CONTROL
 HV3716
 HV3716  NGVD 29 (??/??/??)  151.632  (m)          497.48   (f) ADJUSTED    2 0
 HV3716
 HV3716.Superseded values are not recommended for survey control.
 HV3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3716.See file dsdata.txt to determine how the superseded data were derived.
 HV3716
 HV3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ531192(NAD 83)
 HV3716_MARKER: DB = BENCH MARK DISK
 HV3716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3716_SP_SET: CULVERT
 HV3716_STAMPING: F 253 1942
 HV3716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3716
 HV3716  HISTORY     - Date     Condition        Report By
 HV3716  HISTORY     - 1942     MONUMENTED       CGS
 HV3716
 HV3716                          STATION DESCRIPTION
 HV3716
 HV3716'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3716'1.7 MI SE FROM UPPERVILLE.
 HV3716'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 HV3716'AT UPPERVILLE, FAUQUIER COUNTY, 0.1 MILE SOUTHWEST OF THE
 HV3716'FAUQUIER-LOUDOUN COUNTY LINE, AT THE JUNCTION OF STATE HIGHWAY
 HV3716'623 LEADING NORTHEAST AND A PRIVATE ROAD LEADING SOUTH, IN THE
 HV3716'SOUTHWEST QUARTER OF THE JUNCTION, 30 FEET WEST OF THE CENTER
 HV3716'LINE OF THE PRIVATE ROAD, 12.5 FEET SOUTH OF THE CENTER LINE OF
 HV3716'U.S. HIGHWAY 50, 15 FEET NORTHEAST OF THE FIRST POLE SOUTHWEST
 HV3716'OF THE JUNCTION, 17.5 FEET NORTH OF A ROCK FENCE, AT A CONCRETE
 HV3716'CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.
 HV3716'A STANDARD DISK, STAMPED F 253 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0066 ***********************************************************************
 HW0066  DESIGNATION -  F 254
 HW0066  PID         -  HW0066
 HW0066  STATE/COUNTY-  VA/WARREN
 HW0066  USGS QUAD   -  LINDEN (1994)
 HW0066
 HW0066                         *CURRENT SURVEY CONTROL
 HW0066  ___________________________________________________________________
 HW0066* NAD 83(1986)-  38 56 08.     (N)    078 03 02.     (W)     SCALED    
 HW0066* NAVD 88     -       543.678  (meters)    1783.72   (feet)  ADJUSTED  
 HW0066  ___________________________________________________________________
 HW0066  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HW0066  DYNAMIC HT  -         543.301 (meters)    1782.48  (feet)  COMP
 HW0066  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 HW0066
 HW0066  VERT ORDER  -  SECOND    CLASS 0
 HW0066
 HW0066.The horizontal coordinates were scaled from a topographic map and have
 HW0066.an estimated accuracy of +/- 6 seconds.
 HW0066
 HW0066.The orthometric height was determined by differential leveling
 HW0066.and adjusted by the National Geodetic Survey in June 1991..
 HW0066
 HW0066.The geoid height was determined by GEOID03.
 HW0066
 HW0066.The dynamic height is computed by dividing the NAVD 88
 HW0066.geopotential number by the normal gravity value computed on the
 HW0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0066.degrees latitude (g = 980.6199 gals.).
 HW0066
 HW0066.The modeled gravity was interpolated from observed gravity values.
 HW0066
 HW0066;                    North         East    Units  Estimated Accuracy
 HW0066;SPC VA N     - 2,140,940.    3,538,970.      MT  (+/- 180 meters Scaled)
 HW0066
 HW0066                          SUPERSEDED SURVEY CONTROL
 HW0066
 HW0066  NGVD 29 (??/??/92)  543.861  (m)         1784.32   (f) ADJ UNCH    2 0
 HW0066
 HW0066.Superseded values are not recommended for survey control.
 HW0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0066.See file dsdata.txt to determine how the superseded data were derived.
 HW0066
 HW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD556137(NAD 83)
 HW0066_MARKER: DB = BENCH MARK DISK
 HW0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0066_STAMPING: F-254 1942
 HW0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0066+STABILITY: SURFACE MOTION
 HW0066
 HW0066  HISTORY     - Date     Condition        Report By
 HW0066  HISTORY     - 1942     MONUMENTED       CGS
 HW0066  HISTORY     - 1976     GOOD             NGS
 HW0066
 HW0066                          STATION DESCRIPTION
 HW0066
 HW0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0066'3.7 MI N FROM LINDEN.
 HW0066'3.7 MILES NORTH ALONG STATE HIGHWAY 638 FROM THE POST OFFICE
 HW0066'AT LINDEN, WARREN COUNTY, 15 FEET SOUTH OF THE CENTER LINE OF
 HW0066'THE HIGHWAY, 3 FEET NORTHWEST OF A WEST GATEPOST, 1.6 FEET
 HW0066'NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE
 HW0066'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 254 1942 AND
 HW0066'SET IN THE TOP OF A CONCRETE POST.
 HW0066
 HW0066                          STATION RECOVERY (1976)
 HW0066
 HW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HW0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0755 ***********************************************************************
 HW0755  DESIGNATION -  F 255
 HW0755  PID         -  HW0755
 HW0755  STATE/COUNTY-  VA/ROCKINGHAM
 HW0755  USGS QUAD   -  HARRISONBURG (1989)
 HW0755
 HW0755                         *CURRENT SURVEY CONTROL
 HW0755  ___________________________________________________________________
 HW0755* NAD 83(1986)-  38 26 24.     (N)    078 51 21.     (W)     SCALED    
 HW0755* NAVD 88     -       411.941  (meters)    1351.51   (feet)  ADJUSTED  
 HW0755  ___________________________________________________________________
 HW0755  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HW0755  DYNAMIC HT  -         411.642 (meters)    1350.53  (feet)  COMP
 HW0755  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 HW0755
 HW0755  VERT ORDER  -  SECOND    CLASS 0
 HW0755
 HW0755.The horizontal coordinates were scaled from a topographic map and have
 HW0755.an estimated accuracy of +/- 6 seconds.
 HW0755
 HW0755.The orthometric height was determined by differential leveling
 HW0755.and adjusted by the National Geodetic Survey in June 1991..
 HW0755
 HW0755.The geoid height was determined by GEOID03.
 HW0755
 HW0755.The dynamic height is computed by dividing the NAVD 88
 HW0755.geopotential number by the normal gravity value computed on the
 HW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0755.degrees latitude (g = 980.6199 gals.).
 HW0755
 HW0755.The modeled gravity was interpolated from observed gravity values.
 HW0755
 HW0755;                    North         East    Units  Estimated Accuracy
 HW0755;SPC VA N     - 2,085,900.    3,468,940.      MT  (+/- 180 meters Scaled)
 HW0755
 HW0755                          SUPERSEDED SURVEY CONTROL
 HW0755
 HW0755  NGVD 29 (??/??/92)  412.077  (m)         1351.96   (f) ADJ UNCH    2 0
 HW0755
 HW0755.Superseded values are not recommended for survey control.
 HW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0755.See file dsdata.txt to determine how the superseded data were derived.
 HW0755
 HW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC871568(NAD 83)
 HW0755_MARKER: DB = BENCH MARK DISK
 HW0755_SETTING: 66 = SET IN ROCK OUTCROP
 HW0755_SP_SET: ROCK OUTCROP
 HW0755_STAMPING: F-255 1942
 HW0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0755+STABILITY: POSITION/ELEVATION WELL
 HW0755
 HW0755  HISTORY     - Date     Condition        Report By
 HW0755  HISTORY     - 1942     MONUMENTED       CGS
 HW0755  HISTORY     - 1971     GOOD             NGS
 HW0755  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0755  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 HW0755
 HW0755                          STATION DESCRIPTION
 HW0755
 HW0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0755'1.3 MI E FROM HARRISONBURG.
 HW0755'1.3 MILES EAST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM THE
 HW0755'STATION AT HARRISONBURG, ROCKINGHAM COUNTY, ABOUT 215 FEET EAST
 HW0755'OF THE CENTER OF THE CROSSING OF STATE SECONDARY ROAD 710, AT A
 HW0755'CUT, 8 FEET SOUTH OF THE SOUTH RAIL, 13.6 FEET NORTH OF THE
 HW0755'RIGHT-OF-WAY FENCE, AND IN A ROCK OUTCROP.
 HW0755
 HW0755                          STATION RECOVERY (1971)
 HW0755
 HW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW0755'RECOVERED IN GOOD CONDITION.
 HW0755
 HW0755                          STATION RECOVERY (1984)
 HW0755
 HW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0755'SEARCHED FOR NOT RECOVERED, A BOLT WAS FOUND IN THE VICINITY BUT NO
 HW0755'DISK.
 HW0755
 HW0755                          STATION RECOVERY (1998)
 HW0755
 HW0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3096 ***********************************************************************
 JV3096  DESIGNATION -  F 256
 JV3096  PID         -  JV3096
 JV3096  STATE/COUNTY-  VA/LOUDOUN
 JV3096  USGS QUAD   -  ROUND HILL (1981)
 JV3096
 JV3096                         *CURRENT SURVEY CONTROL
 JV3096  ___________________________________________________________________
 JV3096* NAD 83(1986)-  39 14 32.     (N)    077 45 26.     (W)     SCALED    
 JV3096* NAVD 88     -       240.013  (meters)     787.44   (feet)  ADJUSTED  
 JV3096  ___________________________________________________________________
 JV3096  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JV3096  DYNAMIC HT  -         239.868 (meters)     786.97  (feet)  COMP
 JV3096  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JV3096
 JV3096  VERT ORDER  -  SECOND    CLASS 0
 JV3096
 JV3096.The horizontal coordinates were scaled from a topographic map and have
 JV3096.an estimated accuracy of +/- 6 seconds.
 JV3096
 JV3096.The orthometric height was determined by differential leveling
 JV3096.and adjusted by the National Geodetic Survey in June 1991..
 JV3096
 JV3096.The geoid height was determined by GEOID03.
 JV3096
 JV3096.The dynamic height is computed by dividing the NAVD 88
 JV3096.geopotential number by the normal gravity value computed on the
 JV3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3096.degrees latitude (g = 980.6199 gals.).
 JV3096
 JV3096.The modeled gravity was interpolated from observed gravity values.
 JV3096
 JV3096;                    North         East    Units  Estimated Accuracy
 JV3096;SPC VA N     - 2,175,150.    3,564,120.      MT  (+/- 180 meters Scaled)
 JV3096
 JV3096                          SUPERSEDED SURVEY CONTROL
 JV3096
 JV3096  NGVD 29 (??/??/??)  240.218  (m)          788.12   (f) ADJUSTED    2 0
 JV3096
 JV3096.Superseded values are not recommended for survey control.
 JV3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3096.See file dsdata.txt to determine how the superseded data were derived.
 JV3096
 JV3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ620472(NAD 83)
 JV3096_MARKER: DB = BENCH MARK DISK
 JV3096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3096_SP_SET: CULVERT HEADWALL
 JV3096_STAMPING: F 256 1942
 JV3096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3096
 JV3096  HISTORY     - Date     Condition        Report By
 JV3096  HISTORY     - 1942     MONUMENTED       CGS
 JV3096
 JV3096                          STATION DESCRIPTION
 JV3096
 JV3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3096'3.9 MI NW FROM HILLSBORO.
 JV3096'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 JV3096'AT HILLSBORO, LOUDOUN COUNTY, IN THE WEST CONCRETE HEAD WALL
 JV3096'OF A CULVERT, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5.5
 JV3096'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2.5 FEET LOWER
 JV3096'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 256 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3727 ***********************************************************************
 HV3727  DESIGNATION -  F 257
 HV3727  PID         -  HV3727
 HV3727  STATE/COUNTY-  VA/FAUQUIER
 HV3727  USGS QUAD   -  RECTORTOWN (1981)
 HV3727
 HV3727                         *CURRENT SURVEY CONTROL
 HV3727  ___________________________________________________________________
 HV3727* NAD 83(1986)-  38 58 31.     (N)    077 48 36.     (W)     SCALED    
 HV3727* NAVD 88     -       142.535  (meters)     467.63   (feet)  ADJUSTED  
 HV3727  ___________________________________________________________________
 HV3727  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HV3727  DYNAMIC HT  -         142.450 (meters)     467.35  (feet)  COMP
 HV3727  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 HV3727
 HV3727  VERT ORDER  -  SECOND    CLASS 0
 HV3727
 HV3727.The horizontal coordinates were scaled from a topographic map and have
 HV3727.an estimated accuracy of +/- 6 seconds.
 HV3727
 HV3727.The orthometric height was determined by differential leveling
 HV3727.and adjusted by the National Geodetic Survey in June 1991..
 HV3727
 HV3727.The geoid height was determined by GEOID03.
 HV3727
 HV3727.The dynamic height is computed by dividing the NAVD 88
 HV3727.geopotential number by the normal gravity value computed on the
 HV3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3727.degrees latitude (g = 980.6199 gals.).
 HV3727
 HV3727.The modeled gravity was interpolated from observed gravity values.
 HV3727
 HV3727;                    North         East    Units  Estimated Accuracy
 HV3727;SPC VA N     - 2,145,480.    3,559,790.      MT  (+/- 180 meters Scaled)
 HV3727
 HV3727                          SUPERSEDED SURVEY CONTROL
 HV3727
 HV3727  NGVD 29 (??/??/??)  142.740  (m)          468.31   (f) ADJUSTED    2 0
 HV3727
 HV3727.Superseded values are not recommended for survey control.
 HV3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3727.See file dsdata.txt to determine how the superseded data were derived.
 HV3727
 HV3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ565177(NAD 83)
 HV3727_MARKER: DB = BENCH MARK DISK
 HV3727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3727_SP_SET: CULVERT
 HV3727_STAMPING: F 257 1942
 HV3727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3727
 HV3727  HISTORY     - Date     Condition        Report By
 HV3727  HISTORY     - 1942     MONUMENTED       CGS
 HV3727
 HV3727                          STATION DESCRIPTION
 HV3727
 HV3727'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HV3727'4.2 MI SE FROM UPPERVILLE.
 HV3727'IN FAUQUIER COUNTY, 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50
 HV3727'FROM THE POST OFFICE AT UPPERVILLE, FAUQUIER COUNTY, 4.1 MILES
 HV3727'WEST OF THE NATIONAL BANK AT MIDDLEBURG, LOUDOUN COUNTY, 0.05
 HV3727'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 713 AT ATOKA, 59
 HV3727'FEET WEST OF A TWO-STORY FRAME HOUSE, 31 FEET NORTHEAST OF A
 HV3727'FENCE CORNER, 13.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HV3727'AT AN 18-INCH METAL CULVERT, AND IN THE TOP OF THE SOUTH CONCRETE
 HV3727'HEAD WALL.  A STANDARD DISK, STAMPED F 257 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0501 ***********************************************************************
 FW0501  DESIGNATION -  F 258
 FW0501  PID         -  FW0501
 FW0501  STATE/COUNTY-  VA/ACCOMACK
 FW0501  USGS QUAD   -  HALLWOOD (1992)
 FW0501
 FW0501                         *CURRENT SURVEY CONTROL
 FW0501  ___________________________________________________________________
 FW0501* NAD 83(1986)-  37 54 48.     (N)    075 35 13.     (W)     SCALED    
 FW0501* NAVD 88     -         2.514  (meters)       8.25   (feet)  ADJUSTED  
 FW0501  ___________________________________________________________________
 FW0501  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 FW0501  DYNAMIC HT  -           2.513 (meters)       8.24  (feet)  COMP
 FW0501  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 FW0501
 FW0501  VERT ORDER  -  FIRST     CLASS II
 FW0501
 FW0501.The horizontal coordinates were scaled from a topographic map and have
 FW0501.an estimated accuracy of +/- 6 seconds.
 FW0501
 FW0501.The orthometric height was determined by differential leveling
 FW0501.and adjusted by the National Geodetic Survey in June 1991..
 FW0501
 FW0501.The geoid height was determined by GEOID03.
 FW0501
 FW0501.The dynamic height is computed by dividing the NAVD 88
 FW0501.geopotential number by the normal gravity value computed on the
 FW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0501.degrees latitude (g = 980.6199 gals.).
 FW0501
 FW0501.The modeled gravity was interpolated from observed gravity values.
 FW0501
 FW0501;                    North         East    Units  Estimated Accuracy
 FW0501;SPC VA S     - 1,179,300.    3,756,120.      MT  (+/- 180 meters Scaled)
 FW0501
 FW0501                          SUPERSEDED SURVEY CONTROL
 FW0501
 FW0501  NGVD 29 (??/??/??)    2.761  (m)            9.06   (f) ADJUSTED    1 2
 FW0501
 FW0501.Superseded values are not recommended for survey control.
 FW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0501.See file dsdata.txt to determine how the superseded data were derived.
 FW0501
 FW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG484963(NAD 83)
 FW0501_MARKER: DB = BENCH MARK DISK
 FW0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0501_STAMPING: F 258 1942
 FW0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0501+STABILITY: SURFACE MOTION
 FW0501
 FW0501  HISTORY     - Date     Condition        Report By
 FW0501  HISTORY     - 1942     MONUMENTED       CGS
 FW0501  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW0501
 FW0501                          STATION DESCRIPTION
 FW0501
 FW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0501'1 MI NW FROM MAKEMIE PARK.
 FW0501'1962 REPORT-- RECOVERED AS DESCRIBED EXCEPT THE HOUSE HAS BEEN
 FW0501'PAINTED BLUE, THE POLE HAS BEEN REMOVED AND THE MARK IS 15 FEET
 FW0501'WEST OF THE CENTERLINE OF A DRIVEWAY.  1.0 MILE NORTHWEST ALONG
 FW0501'SECONDARY STATE HIGHWAY 695 FROM THE PENNSYLVANIA RAILROAD
 FW0501'CROSSING AT MAKEMIE PARK, ACCOMACK COUNTY, 52.2 FEET EAST OF
 FW0501'THE SOUTHEAST CORNER OF A ONE-STORY WHITE HOUSE, 26.7 FEET
 FW0501'NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 FEET NORTH OF POLE
 FW0501'7C-290. AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 FW0501'F 258 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0756 ***********************************************************************
 HV0756  DESIGNATION -  F 259
 HV0756  PID         -  HV0756
 HV0756  STATE/COUNTY-  VA/WESTMORELAND
 HV0756  USGS QUAD   -  MACHODOC (1982)
 HV0756
 HV0756                         *CURRENT SURVEY CONTROL
 HV0756  ___________________________________________________________________
 HV0756* NAD 83(1986)-  38 05 53.     (N)    076 43 50.     (W)     SCALED    
 HV0756* NAVD 88     -        12.026  (meters)      39.46   (feet)  ADJUSTED  
 HV0756  ___________________________________________________________________
 HV0756  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HV0756  DYNAMIC HT  -          12.018 (meters)      39.43  (feet)  COMP
 HV0756  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 HV0756
 HV0756  VERT ORDER  -  SECOND    CLASS 0
 HV0756
 HV0756.The horizontal coordinates were scaled from a topographic map and have
 HV0756.an estimated accuracy of +/- 6 seconds.
 HV0756
 HV0756.The orthometric height was determined by differential leveling
 HV0756.and adjusted by the National Geodetic Survey in June 1991..
 HV0756
 HV0756.The geoid height was determined by GEOID03.
 HV0756
 HV0756.The dynamic height is computed by dividing the NAVD 88
 HV0756.geopotential number by the normal gravity value computed on the
 HV0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV0756.degrees latitude (g = 980.6199 gals.).
 HV0756
 HV0756.The modeled gravity was interpolated from observed gravity values.
 HV0756
 HV0756;                    North         East    Units  Estimated Accuracy
 HV0756;SPC VA N     - 2,049,380.    3,655,200.      MT  (+/- 180 meters Scaled)
 HV0756
 HV0756                          SUPERSEDED SURVEY CONTROL
 HV0756
 HV0756  NGVD 29 (05/17/90)   12.271  (m)           40.26   (f) ADJUSTED    2 0
 HV0756
 HV0756.Superseded values are not recommended for survey control.
 HV0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0756.See file dsdata.txt to determine how the superseded data were derived.
 HV0756
 HV0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH482181(NAD 83)
 HV0756_MARKER: DB = BENCH MARK DISK
 HV0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV0756_STAMPING: F 259 1942
 HV0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV0756+STABILITY: SURFACE MOTION
 HV0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV0756+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV0756
 HV0756  HISTORY     - Date     Condition        Report By
 HV0756  HISTORY     - 1942     MONUMENTED       CGS
 HV0756  HISTORY     - 1962     GOOD             CGS
 HV0756  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 HV0756  HISTORY     - 19981011 GOOD             USPSQD
 HV0756  HISTORY     - 20030313 GOOD             USPSQD
 HV0756  HISTORY     - 20051115 GOOD             USPSQD
 HV0756
 HV0756                          STATION DESCRIPTION
 HV0756
 HV0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV0756'AT MOUNT HOLLY.
 HV0756'THIS MARK IS ALONG HIGHWAY 202, AT MOUNT HOLLY, WESTMORELAND
 HV0756'COUNTY, AT THE TOP OF THE NORTH BANK OF A CUT, JUST SOUTHEAST
 HV0756'OF THE EAST BANK OF THE NOMINI CREEK, ABOUT 125 FEET WEST OF A
 HV0756'GRAY TWO STORY HOUSE, IN THE SOUTHEAST CORNER OF THE YARD OF A
 HV0756'CONCRETE CHURCH BUILDING, 60 FEET SOUTH OF THE SOUTHEAST
 HV0756'CORNER OF THE CHURCH, A STANDARD DISK SET IN THE TOP OF A
 HV0756'CONCRETE POST.  NOTE-- THE CEDAR TREE IS GONE.  ACCORDING TO
 HV0756'LOCAL INFORMATION THE MARK WAS LOWERED A FEW INCHES SEVERAL
 HV0756'YEARS AGO.
 HV0756
 HV0756                          STATION RECOVERY (1990)
 HV0756
 HV0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 HV0756'MARK NOT FOUND.
 HV0756
 HV0756                          STATION RECOVERY (1998)
 HV0756
 HV0756'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV0756'RECOVERED IN GOOD CONDITION.
 HV0756
 HV0756                          STATION RECOVERY (2003)
 HV0756
 HV0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV0756'RECOVERED IN GOOD CONDITION.
 HV0756
 HV0756                          STATION RECOVERY (2005)
 HV0756
 HV0756'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2094 ***********************************************************************
 GV2094  DESIGNATION -  F 26
 GV2094  PID         -  GV2094
 GV2094  STATE/COUNTY-  VA/CHESTERFIELD
 GV2094  USGS QUAD   -  MIDLOTHIAN (1978)
 GV2094
 GV2094                         *CURRENT SURVEY CONTROL
 GV2094  ___________________________________________________________________
 GV2094* NAD 83(1986)-  37 30 06.     (N)    077 40 43.     (W)     SCALED    
 GV2094* NAVD 88     -       111.545  (meters)     365.96   (feet)  ADJUSTED  
 GV2094  ___________________________________________________________________
 GV2094  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GV2094  DYNAMIC HT  -         111.468 (meters)     365.71  (feet)  COMP
 GV2094  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 GV2094
 GV2094  VERT ORDER  -  FIRST     CLASS II
 GV2094
 GV2094.The horizontal coordinates were scaled from a topographic map and have
 GV2094.an estimated accuracy of +/- 6 seconds.
 GV2094
 GV2094.The orthometric height was determined by differential leveling
 GV2094.and adjusted by the National Geodetic Survey in June 1991..
 GV2094
 GV2094.The geoid height was determined by GEOID03.
 GV2094
 GV2094.The dynamic height is computed by dividing the NAVD 88
 GV2094.geopotential number by the normal gravity value computed on the
 GV2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2094.degrees latitude (g = 980.6199 gals.).
 GV2094
 GV2094.The modeled gravity was interpolated from observed gravity values.
 GV2094
 GV2094;                    North         East    Units  Estimated Accuracy
 GV2094;SPC VA S     - 1,129,970.    3,572,630.      MT  (+/- 180 meters Scaled)
 GV2094
 GV2094                          SUPERSEDED SURVEY CONTROL
 GV2094
 GV2094  NGVD 29 (??/??/??)  111.827  (m)          366.89   (f) ADJUSTED    1 2
 GV2094
 GV2094.Superseded values are not recommended for survey control.
 GV2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2094.See file dsdata.txt to determine how the superseded data were derived.
 GV2094
 GV2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG632538(NAD 83)
 GV2094_MARKER: DB = BENCH MARK DISK
 GV2094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2094_SP_SET: CULVERT
 GV2094_STAMPING: F 26 1931
 GV2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2094
 GV2094  HISTORY     - Date     Condition        Report By
 GV2094  HISTORY     - 1931     MONUMENTED       CGS
 GV2094  HISTORY     - 1932     GOOD             CGS
 GV2094  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV2094  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2094  HISTORY     - 20000111 MARK NOT FOUND   USPSQD
 GV2094  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2094
 GV2094                          STATION DESCRIPTION
 GV2094
 GV2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 GV2094'2.7 MI SW FROM MIDLOTHIAN.
 GV2094'2.7 MILES SOUTHWEST OF BY STATE HIGHWAY 13.  ALONG STATE HIGHWAY
 GV2094'NO. 13, IN THE FIRST CONCRETE CULVERT SOUTHWEST OF MIDLOTHIAN,
 GV2094'ABOUT 150 FEET EAST OF THE RESIDENCE OF MR. FRED ROBBINS, IN THE
 GV2094'SOUTHEAST CORNER OF THE EAST END OF THE CULVERT, CEMENTED IN A
 GV2094'DRILL HOLE IN THE TOP OF THE CONCRETE WING OF THE CULVERT.
 GV2094
 GV2094                          STATION RECOVERY (1963)
 GV2094
 GV2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV2094'MARK NOT FOUND.
 GV2094
 GV2094                          STATION RECOVERY (1994)
 GV2094
 GV2094'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2094'MARK NOT FOUND.
 GV2094
 GV2094                          STATION RECOVERY (2000)
 GV2094
 GV2094'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2094'MARK NOT FOUND.
 GV2094
 GV2094                          STATION RECOVERY (2004)
 GV2094
 GV2094'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2095 ***********************************************************************
 GV2095  DESIGNATION -  F 26 RESET 1967
 GV2095  PID         -  GV2095
 GV2095  STATE/COUNTY-  VA/CHESTERFIELD
 GV2095  USGS QUAD   -  MIDLOTHIAN (1978)
 GV2095
 GV2095                         *CURRENT SURVEY CONTROL
 GV2095  ___________________________________________________________________
 GV2095* NAD 83(1986)-  37 30 06.     (N)    077 40 43.     (W)     SCALED    
 GV2095* NAVD 88     -       111.88   (meters)     367.1    (feet)  RESET     
 GV2095  ___________________________________________________________________
 GV2095  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 GV2095
 GV2095  VERT ORDER  -  THIRD
 GV2095
 GV2095.The horizontal coordinates were scaled from a topographic map and have
 GV2095.an estimated accuracy of +/- 6 seconds.
 GV2095
 GV2095.The orthometric height was computed from unverified reset data.
 GV2095.No vertical observational check was made to the station.
 GV2095
 GV2095.The geoid height was determined by GEOID03.
 GV2095
 GV2095;                    North         East    Units  Estimated Accuracy
 GV2095;SPC VA S     - 1,129,970.    3,572,630.      MT  (+/- 180 meters Scaled)
 GV2095
 GV2095                          SUPERSEDED SURVEY CONTROL
 GV2095
 GV2095  NGVD 29 (??/??/??)  112.16   (m)          368.0    (f) RESET       3  
 GV2095
 GV2095.Superseded values are not recommended for survey control.
 GV2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2095.See file dsdata.txt to determine how the superseded data were derived.
 GV2095
 GV2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG632538(NAD 83)
 GV2095_MARKER: DB = BENCH MARK DISK
 GV2095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV2095_SP_SET: CULVERT
 GV2095_STAMPING: F 26 1931 RESET 1967
 GV2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV2095
 GV2095  HISTORY     - Date     Condition        Report By
 GV2095  HISTORY     - 1967     MONUMENTED       VADH
 GV2095  HISTORY     - 19940220 MARK NOT FOUND   USPSQD
 GV2095  HISTORY     - 20000111 MARK NOT FOUND   USPSQD
 GV2095  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 GV2095
 GV2095                          STATION DESCRIPTION
 GV2095
 GV2095'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1967
 GV2095'2.7 MI SW FROM MIDLOTHIAN.
 GV2095'ABOUT 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM MIDLOTHIAN,
 GV2095'160 FEET EAST OF FRED ROBBINS RESIDENCE IN 1932, AT THE SOUTHEAST
 GV2095'CORNER OF THE FIRST CONCRETE CULVERT SOUTHWEST OF TOWN, AND SET
 GV2095'IN THE TOP OF THE WINGWALL.
 GV2095
 GV2095                          STATION RECOVERY (1994)
 GV2095
 GV2095'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2095'MARK NOT FOUND.
 GV2095
 GV2095                          STATION RECOVERY (2000)
 GV2095
 GV2095'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV2095'MARK NOT FOUND.
 GV2095
 GV2095                          STATION RECOVERY (2004)
 GV2095
 GV2095'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 GV2095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0264 ***********************************************************************
 JW0264  DESIGNATION -  F 261
 JW0264  PID         -  JW0264
 JW0264  STATE/COUNTY-  VA/CLARKE
 JW0264  USGS QUAD   -  STEPHENS CITY (1986)
 JW0264
 JW0264                         *CURRENT SURVEY CONTROL
 JW0264  ___________________________________________________________________
 JW0264* NAD 83(1986)-  39 02 53.     (N)    078 08 40.     (W)     SCALED    
 JW0264* NAVD 88     -       209.671  (meters)     687.90   (feet)  POSTED    
 JW0264  ___________________________________________________________________
 JW0264  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JW0264  DYNAMIC HT  -         209.540 (meters)     687.47  (feet)  COMP
 JW0264  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 JW0264
 JW0264  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JW0264
 JW0264.The horizontal coordinates were scaled from a topographic map and have
 JW0264.an estimated accuracy of +/- 6 seconds.
 JW0264
 JW0264.The orthometric height was determined by differential leveling
 JW0264.and adjusted by the National Geodetic Survey in 1992..
 JW0264.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JW0264.rate of 0.0 thru 1.0 mm/km.
 JW0264
 JW0264.The geoid height was determined by GEOID03.
 JW0264
 JW0264.The dynamic height is computed by dividing the NAVD 88
 JW0264.geopotential number by the normal gravity value computed on the
 JW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0264.degrees latitude (g = 980.6199 gals.).
 JW0264
 JW0264.The modeled gravity was interpolated from observed gravity values.
 JW0264
 JW0264;                    North         East    Units  Estimated Accuracy
 JW0264;SPC VA N     - 2,153,400.    3,530,780.      MT  (+/- 180 meters Scaled)
 JW0264
 JW0264                          SUPERSEDED SURVEY CONTROL
 JW0264
 JW0264  NGVD 29 (??/??/92)  209.85   (m)          688.5    (f) COMPUTED    2 0
 JW0264
 JW0264.Superseded values are not recommended for survey control.
 JW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0264.See file dsdata.txt to determine how the superseded data were derived.
 JW0264
 JW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD471259(NAD 83)
 JW0264_MARKER: DB = BENCH MARK DISK
 JW0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0264_SP_SET: CULVERT
 JW0264_STAMPING: F-261 1942
 JW0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0264
 JW0264  HISTORY     - Date     Condition        Report By
 JW0264  HISTORY     - 1942     MONUMENTED       CGS
 JW0264
 JW0264                          STATION DESCRIPTION
 JW0264
 JW0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0264'2.9 MI S FROM WHITE POST.
 JW0264'1.9 MILES WEST ALONG STATE HIGHWAY NO. 277 FROM THE POST OFFICE AT
 JW0264'WHITE POST, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 522,
 JW0264'SET IN THE CENTER OF THE WEST HEADWALL OF AN 18-INCH PIPE CULVERT
 JW0264'UNDER HIGHWAY, 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 JW0264'FARM HOUSE YARD WITH A RED BARN AT THE REAR OF HOUSE, 13.5
 JW0264'FEET WEST OF CENTER-LINE OF HIGHWAY, 6.3 FEET EAST OF THE
 JW0264'RIGHT-OF-WAY FENCE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0265 ***********************************************************************
 JW0265  DESIGNATION -  F 261 RESET 1954
 JW0265  PID         -  JW0265
 JW0265  STATE/COUNTY-  VA/CLARKE
 JW0265  USGS QUAD   -  STEPHENS CITY (1986)
 JW0265
 JW0265                         *CURRENT SURVEY CONTROL
 JW0265  ___________________________________________________________________
 JW0265* NAD 83(1986)-  39 02 53.     (N)    078 08 40.     (W)     SCALED    
 JW0265* NAVD 88     -       210.50   (+/-2cm)     690.6    (feet)  VERTCON   
 JW0265  ___________________________________________________________________
 JW0265  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JW0265
 JW0265  VERT ORDER  -  THIRD (See Below)
 JW0265
 JW0265.The horizontal coordinates were scaled from a topographic map and have
 JW0265.an estimated accuracy of +/- 6 seconds.
 JW0265
 JW0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0265.The vertical order pertains to the NGVD 29 superseded value.
 JW0265
 JW0265.The geoid height was determined by GEOID03.
 JW0265
 JW0265;                    North         East    Units  Estimated Accuracy
 JW0265;SPC VA N     - 2,153,400.    3,530,780.      MT  (+/- 180 meters Scaled)
 JW0265
 JW0265                          SUPERSEDED SURVEY CONTROL
 JW0265
 JW0265  NGVD 29 (??/??/??)  210.68   (m)          691.2    (f) RESET       3  
 JW0265
 JW0265.Superseded values are not recommended for survey control.
 JW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0265.See file dsdata.txt to determine how the superseded data were derived.
 JW0265
 JW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD471259(NAD 83)
 JW0265_MARKER: DB = BENCH MARK DISK
 JW0265_SETTING: 66 = SET IN ROCK OUTCROP
 JW0265_SP_SET: OUTCROP
 JW0265_STAMPING: F 261 RESET 1954
 JW0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0265+STABILITY: POSITION/ELEVATION WELL
 JW0265
 JW0265  HISTORY     - Date     Condition        Report By
 JW0265  HISTORY     - 1954     MONUMENTED       CGS
 JW0265  HISTORY     - 1966     GOOD             NGS
 JW0265
 JW0265                          STATION DESCRIPTION
 JW0265
 JW0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0265'2.8 MI SW FROM WHITE POST.
 JW0265'1.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 JW0265'WHITE POST, CLARKE COUNTY, 0.9 MILE SOUTH ALONG U.S. HIGHWAY 340
 JW0265'AND 522, AT A WHITE HOUSE AND RED BARN, 33-1/2 FEET WEST OF A
 JW0265'POWER POLE BEARING A TRANSFORMER, 33 FEET WEST OF THE WIRE FENCE
 JW0265'ALONG THE HIGHWAY, 4-1/2 FEET SOUTH OF THE SOUTH FENCE AROUND THE
 JW0265'HOUSE, AND IN THE TOP OF A ROCK OUTCROP ABOUT 4 INCHES HIGHER
 JW0265'THAN THE GROUND.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 JW0265'ELEVATION DETERMINED BY A FIELD PARTY FROM THIS BUREAU IN DECEMBER
 JW0265'1954.
 JW0265
 JW0265                          STATION RECOVERY (1966)
 JW0265
 JW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JW0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0642 ***********************************************************************
 GV0642  DESIGNATION -  F 262
 GV0642  PID         -  GV0642
 GV0642  STATE/COUNTY-  VA/JAMES CITY
 GV0642  USGS QUAD   -  NORGE (1984)
 GV0642
 GV0642                         *CURRENT SURVEY CONTROL
 GV0642  ___________________________________________________________________
 GV0642* NAD 83(1986)-  37 21 38.     (N)    076 45 54.     (W)     SCALED    
 GV0642* NAVD 88     -        30.103  (meters)      98.76   (feet)  POSTED    
 GV0642  ___________________________________________________________________
 GV0642  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 GV0642  DYNAMIC HT  -          30.080 (meters)      98.69  (feet)  COMP
 GV0642  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 GV0642
 GV0642  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 GV0642
 GV0642.The horizontal coordinates were scaled from a topographic map and have
 GV0642.an estimated accuracy of +/- 6 seconds.
 GV0642
 GV0642.The orthometric height was determined by differential leveling
 GV0642.and adjusted by the National Geodetic Survey in 1992..
 GV0642.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 GV0642.rate of 3.1 thru 4.0 mm/km.
 GV0642
 GV0642.The geoid height was determined by GEOID03.
 GV0642
 GV0642.The dynamic height is computed by dividing the NAVD 88
 GV0642.geopotential number by the normal gravity value computed on the
 GV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0642.degrees latitude (g = 980.6199 gals.).
 GV0642
 GV0642.The modeled gravity was interpolated from observed gravity values.
 GV0642
 GV0642;                    North         East    Units  Estimated Accuracy
 GV0642;SPC VA S     - 1,115,410.    3,653,690.      MT  (+/- 180 meters Scaled)
 GV0642
 GV0642                          SUPERSEDED SURVEY CONTROL
 GV0642
 GV0642  NGVD 29 (??/??/??)   30.457  (m)           99.92   (f) ADJUSTED    1 2
 GV0642
 GV0642.Superseded values are not recommended for survey control.
 GV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0642.See file dsdata.txt to determine how the superseded data were derived.
 GV0642
 GV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG436363(NAD 83)
 GV0642_MARKER: DB = BENCH MARK DISK
 GV0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0642_STAMPING: F 262 1942
 GV0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0642+STABILITY: SURFACE MOTION
 GV0642
 GV0642  HISTORY     - Date     Condition        Report By
 GV0642  HISTORY     - 1942     MONUMENTED       CGS
 GV0642  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0642  HISTORY     - 1982     MARK NOT FOUND   USGS
 GV0642  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GV0642
 GV0642                          STATION DESCRIPTION
 GV0642
 GV0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0642'0.7 MI SE FROM NORGE.
 GV0642'0.7 MILE SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GV0642'THE STATION AT NORGE, JAMES CITY COUNTY, 5 RAILS SOUTHEAST OF
 GV0642'MILEPOST FM 44, AT A DIRT ROAD CROSSING, 26 FEET SOUTHWEST OF THE
 GV0642'SOUTHWEST RAIL OF THE EAST-BOUND TRACK, 22 FEET NORTHWEST OF THE
 GV0642'CENTER LINE OF THE ROAD, 34 FEET EAST OF POWER-TRANSMISSION
 GV0642'LINE POLE 1618-1, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 GV0642'POST.  A STANDARD DISK, STAMPED F 262 1942 AND SET IN THE TOP OF A
 GV0642'CONCRETE POST.
 GV0642
 GV0642                          STATION RECOVERY (1982)
 GV0642
 GV0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 GV0642'MARK NOT FOUND.
 GV0642
 GV0642                          STATION RECOVERY (1987)
 GV0642
 GV0642'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1668 ***********************************************************************
 GV1668  DESIGNATION -  F 263
 GV1668  PID         -  GV1668
 GV1668  STATE/COUNTY-  VA/HENRICO
 GV1668  USGS QUAD   -  ROXBURY (1994)
 GV1668
 GV1668                         *CURRENT SURVEY CONTROL
 GV1668  ___________________________________________________________________
 GV1668* NAD 83(1986)-  37 28 43.     (N)    077 11 36.     (W)     SCALED    
 GV1668* NAVD 88     -        17.616  (meters)      57.80   (feet)  ADJUSTED  
 GV1668  ___________________________________________________________________
 GV1668  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 GV1668  DYNAMIC HT  -          17.604 (meters)      57.76  (feet)  COMP
 GV1668  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 GV1668
 GV1668  VERT ORDER  -  FIRST     CLASS II
 GV1668
 GV1668.The horizontal coordinates were scaled from a topographic map and have
 GV1668.an estimated accuracy of +/- 6 seconds.
 GV1668
 GV1668.The orthometric height was determined by differential leveling
 GV1668.and adjusted by the National Geodetic Survey in June 1991..
 GV1668
 GV1668.The geoid height was determined by GEOID03.
 GV1668
 GV1668.The dynamic height is computed by dividing the NAVD 88
 GV1668.geopotential number by the normal gravity value computed on the
 GV1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1668.degrees latitude (g = 980.6199 gals.).
 GV1668
 GV1668.The modeled gravity was interpolated from observed gravity values.
 GV1668
 GV1668;                    North         East    Units  Estimated Accuracy
 GV1668;SPC VA S     - 1,127,900.    3,615,570.      MT  (+/- 180 meters Scaled)
 GV1668
 GV1668                          SUPERSEDED SURVEY CONTROL
 GV1668
 GV1668  NGVD 29 (??/??/??)   17.948  (m)           58.88   (f) ADJUSTED    1 2
 GV1668
 GV1668.Superseded values are not recommended for survey control.
 GV1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1668.See file dsdata.txt to determine how the superseded data were derived.
 GV1668
 GV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG060502(NAD 83)
 GV1668_MARKER: DB = BENCH MARK DISK
 GV1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1668_SP_SET: BRIDGE
 GV1668_STAMPING: F 263 1942
 GV1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1668+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV1668
 GV1668  HISTORY     - Date     Condition        Report By
 GV1668  HISTORY     - 1942     MONUMENTED       CGS
 GV1668  HISTORY     - 1990     GOOD             USPSQD
 GV1668  HISTORY     - 19961116 GOOD             USPSQD
 GV1668  HISTORY     - 20001208 GOOD             USPSQD
 GV1668  HISTORY     - 20050212 GOOD             USPSQD
 GV1668
 GV1668                          STATION DESCRIPTION
 GV1668
 GV1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1668'1.2 MI SE FROM ELKO.
 GV1668'1.2 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 GV1668'FROM THE STATION AT ELKO, HENRICO COUNTY, AT BRIDGE 701, IN THE
 GV1668'TOP OF THE SOUTH END OF THE WEST WING WALL, AND 3 FEET SOUTH OF
 GV1668'THE SOUTH RAIL OF THE EAST-BOUND TRACK.  A STANDARD DISK, STAMPED
 GV1668'F 263 1942.
 GV1668
 GV1668                          STATION RECOVERY (1990)
 GV1668
 GV1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPZ)
 GV1668'RECOVERED IN GOOD CONDITION.
 GV1668
 GV1668                          STATION RECOVERY (1996)
 GV1668
 GV1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1668'RECOVERED IN GOOD CONDITION.
 GV1668
 GV1668                          STATION RECOVERY (2000)
 GV1668
 GV1668'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1668'RECOVERED IN GOOD CONDITION.
 GV1668
 GV1668                          STATION RECOVERY (2005)
 GV1668
 GV1668'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1535 ***********************************************************************
 GV1535  DESIGNATION -  F 264
 GV1535  PID         -  GV1535
 GV1535  STATE/COUNTY-  VA/NEW KENT
 GV1535  USGS QUAD   -  TUNSTALL (1984)
 GV1535
 GV1535                         *CURRENT SURVEY CONTROL
 GV1535  ___________________________________________________________________
 GV1535* NAD 83(1986)-  37 33 22.     (N)    077 01 36.     (W)     SCALED    
 GV1535* NAVD 88     -        11.159  (meters)      36.61   (feet)  ADJUSTED  
 GV1535  ___________________________________________________________________
 GV1535  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 GV1535  DYNAMIC HT  -          11.151 (meters)      36.58  (feet)  COMP
 GV1535  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 GV1535
 GV1535  VERT ORDER  -  SECOND    CLASS 0
 GV1535
 GV1535.The horizontal coordinates were scaled from a topographic map and have
 GV1535.an estimated accuracy of +/- 6 seconds.
 GV1535
 GV1535.The orthometric height was determined by differential leveling
 GV1535.and adjusted by the National Geodetic Survey in June 1991..
 GV1535
 GV1535.The geoid height was determined by GEOID03.
 GV1535
 GV1535.The dynamic height is computed by dividing the NAVD 88
 GV1535.geopotential number by the normal gravity value computed on the
 GV1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1535.degrees latitude (g = 980.6199 gals.).
 GV1535
 GV1535.The modeled gravity was interpolated from observed gravity values.
 GV1535
 GV1535;                    North         East    Units  Estimated Accuracy
 GV1535;SPC VA S     - 1,136,710.    3,630,170.      MT  (+/- 180 meters Scaled)
 GV1535
 GV1535                          SUPERSEDED SURVEY CONTROL
 GV1535
 GV1535  NGVD 29 (??/??/??)   11.509  (m)           37.76   (f) ADJUSTED    2 0
 GV1535
 GV1535.Superseded values are not recommended for survey control.
 GV1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1535.See file dsdata.txt to determine how the superseded data were derived.
 GV1535
 GV1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG209584(NAD 83)
 GV1535_MARKER: DB = BENCH MARK DISK
 GV1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1535_STAMPING: F 264 1942
 GV1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1535+STABILITY: SURFACE MOTION
 GV1535
 GV1535  HISTORY     - Date     Condition        Report By
 GV1535  HISTORY     - 1942     MONUMENTED       CGS
 GV1535  HISTORY     - 1961     GOOD             CGS
 GV1535  HISTORY     - 19960429 MARK NOT FOUND   USPSQD
 GV1535  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1535  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1535  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV1535
 GV1535                          STATION DESCRIPTION
 GV1535
 GV1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1535'4.7 MI NW FROM NEW KENT.
 GV1535'2.0 MILES WEST ALONG STATE HIGHWAY 33 FROM THE COUNTY COURTHOUSE
 GV1535'AT NEW KENT, THENCE 2.7 MILES NORTHWEST ALONG SECONDARY STATE
 GV1535'HIGHWAY 608, AT THE JUNCTION OF A ROAD LEADING TO THE ROCKY
 GV1535'HOCK CLUB, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE
 GV1535'ROAD, 22 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD,
 GV1535'19 FEET SOUTHEAST OF A TRIANGULAR-BLAZED TWIN 10 IN OAK TREE,
 GV1535'7 FEET NORTHWEST OF A TRIANGULAR-BLAZED 14-INCH OAK TREE,
 GV1535'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 GV1535'THE ROAD.
 GV1535
 GV1535                          STATION RECOVERY (1996)
 GV1535
 GV1535'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1535'MARK NOT FOUND.
 GV1535
 GV1535                          STATION RECOVERY (2000)
 GV1535
 GV1535'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1535'MARK NOT FOUND.
 GV1535
 GV1535                          STATION RECOVERY (2001)
 GV1535
 GV1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1535'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
 GV1535
 GV1535                          STATION RECOVERY (2005)
 GV1535
 GV1535'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1535'RT 33 IS NOW SR249.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0703 ***********************************************************************
 GV0703  DESIGNATION -  F 265
 GV0703  PID         -  GV0703
 GV0703  STATE/COUNTY-  VA/YORK
 GV0703  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0703
 GV0703                         *CURRENT SURVEY CONTROL
 GV0703  ___________________________________________________________________
 GV0703* NAD 83(1986)-  37 17 04.     (N)    076 41 15.     (W)     SCALED    
 GV0703* NAVD 88     -        19.799  (meters)      64.96   (feet)  ADJUSTED  
 GV0703  ___________________________________________________________________
 GV0703  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 GV0703  DYNAMIC HT  -          19.785 (meters)      64.91  (feet)  COMP
 GV0703  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 GV0703
 GV0703  VERT ORDER  -  SECOND    CLASS 0
 GV0703
 GV0703.The horizontal coordinates were scaled from a topographic map and have
 GV0703.an estimated accuracy of +/- 6 seconds.
 GV0703
 GV0703.The orthometric height was determined by differential leveling
 GV0703.and adjusted by the National Geodetic Survey in June 1991..
 GV0703
 GV0703.The geoid height was determined by GEOID03.
 GV0703
 GV0703.The dynamic height is computed by dividing the NAVD 88
 GV0703.geopotential number by the normal gravity value computed on the
 GV0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0703.degrees latitude (g = 980.6199 gals.).
 GV0703
 GV0703.The modeled gravity was interpolated from observed gravity values.
 GV0703
 GV0703;                    North         East    Units  Estimated Accuracy
 GV0703;SPC VA S     - 1,107,090.    3,660,710.      MT  (+/- 180 meters Scaled)
 GV0703
 GV0703                          SUPERSEDED SURVEY CONTROL
 GV0703
 GV0703  NGVD 29 (??/??/??)   20.153  (m)           66.12   (f) ADJUSTED    2 0
 GV0703
 GV0703.Superseded values are not recommended for survey control.
 GV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0703.See file dsdata.txt to determine how the superseded data were derived.
 GV0703
 GV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG504277(NAD 83)
 GV0703_MARKER: DB = BENCH MARK DISK
 GV0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0703_STAMPING: F 265 1942
 GV0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0703+STABILITY: SURFACE MOTION
 GV0703
 GV0703  HISTORY     - Date     Condition        Report By
 GV0703  HISTORY     - 1942     MONUMENTED       CGS
 GV0703
 GV0703                          STATION DESCRIPTION
 GV0703
 GV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0703'1 MI N FROM WILLIAMSBURG.
 GV0703'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY NO. 60 FROM THE HIGHWAY
 GV0703'BRIDGE CARRYING U.S. NO. 60 OVER THE CHESAPEAKE AND OHIO RAILROAD
 GV0703'AT THE EAST END OF WILLIAMSBURG, THENCE 0.5 MILE NORTH ALONG STATE
 GV0703'HIGHWAY NO. 31, 225 FEET WEST OF THE NORTHWEST CORNER OF THE
 GV0703'FARM HOME OF WALTER D. MILLS, 33 FEET EAST OF THE CENTER LINE
 GV0703'OF STATE HIGHWAY NO. 31, 29 FEET NORTH OF THE CENTER LINE OF
 GV0703'THE FARM ENTRANCE, 12 FEET SOUTH OF A 16 INCH PINE TREE, 2.0
 GV0703'FEET WEST OF A WHITE REFERENCE POST AND SET 2.0 FEET ABOVE THE
 GV0703'ROAD LEVEL.  A U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE
 GV0703'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0704 ***********************************************************************
 GV0704  DESIGNATION -  F 265 RESET 1943
 GV0704  PID         -  GV0704
 GV0704  STATE/COUNTY-  VA/YORK
 GV0704  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0704
 GV0704                         *CURRENT SURVEY CONTROL
 GV0704  ___________________________________________________________________
 GV0704* NAD 83(1986)-  37 17 04.     (N)    076 41 15.     (W)     SCALED    
 GV0704* NAVD 88     -        19.53   (meters)      64.1    (feet)  RESET     
 GV0704  ___________________________________________________________________
 GV0704  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 GV0704
 GV0704  VERT ORDER  -  THIRD
 GV0704
 GV0704.The horizontal coordinates were scaled from a topographic map and have
 GV0704.an estimated accuracy of +/- 6 seconds.
 GV0704
 GV0704.The orthometric height was computed from unverified reset data.
 GV0704.No vertical observational check was made to the station.
 GV0704
 GV0704.The geoid height was determined by GEOID03.
 GV0704
 GV0704;                    North         East    Units  Estimated Accuracy
 GV0704;SPC VA S     - 1,107,090.    3,660,710.      MT  (+/- 180 meters Scaled)
 GV0704
 GV0704                          SUPERSEDED SURVEY CONTROL
 GV0704
 GV0704  NGVD 29 (??/??/??)   19.88   (m)           65.2    (f) RESET       3  
 GV0704
 GV0704.Superseded values are not recommended for survey control.
 GV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0704.See file dsdata.txt to determine how the superseded data were derived.
 GV0704
 GV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG504277(NAD 83)
 GV0704_MARKER: DB = BENCH MARK DISK
 GV0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0704_STAMPING: F 265 RESET 1943
 GV0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0704+STABILITY: SURFACE MOTION
 GV0704
 GV0704  HISTORY     - Date     Condition        Report By
 GV0704  HISTORY     - 1943     MONUMENTED       VADH
 GV0704  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0704
 GV0704                          STATION DESCRIPTION
 GV0704
 GV0704'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1943
 GV0704'1 MI N FROM WILLIAMSBURG.
 GV0704'1.0 MILE NORTH OF WILLIAMSBURG.  THIS MARK MAY BE REACHED FROM
 GV0704'THE BRIDGE OVER THE CHESAPEAKE AND OHIO RAILWAY AT THE EAST END
 GV0704'OF THE CITY BY GOING 0.5 MILE NORTH ALONG U.S. HIGHWAY 60, THENCE
 GV0704'0.5 MILE NORTH ALONG STATE HIGHWAY 31.  IT IS 0.2 MILE NORTH OF
 GV0704'THE NORTH CITY LIMITS, ON THE G.A. BRYHN PROPERTY, 93 FEET WEST
 GV0704'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE CENTERLINE
 GV0704'OF THE PRIVATE ROAD LEADING TO THE BRYHN PROPERTY, 40 FEET WEST
 GV0704'OF POWER-TRANSMISSION-LINE POLE 91302, AND AT THE EDGE OF THE
 GV0704'WOODS.  NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION
 GV0704'DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN
 GV0704'THE SPRING OF 1943.
 GV0704
 GV0704                          STATION RECOVERY (1971)
 GV0704
 GV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0376 ***********************************************************************
 GV0376  DESIGNATION -  F 266
 GV0376  PID         -  GV0376
 GV0376  STATE/COUNTY-  VA/YORK
 GV0376  USGS QUAD   -  HAMPTON (1986)
 GV0376
 GV0376                         *CURRENT SURVEY CONTROL
 GV0376  ___________________________________________________________________
 GV0376* NAD 83(1986)-  37 07 21.     (N)    076 19 59.     (W)     SCALED    
 GV0376* NAVD 88     -         0.628  (meters)       2.06   (feet)  ADJUSTED  
 GV0376  ___________________________________________________________________
 GV0376  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 GV0376  DYNAMIC HT  -           0.627 (meters)       2.06  (feet)  COMP
 GV0376  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 GV0376
 GV0376  VERT ORDER  -  SECOND    CLASS 0
 GV0376
 GV0376.The horizontal coordinates were scaled from a topographic map and have
 GV0376.an estimated accuracy of +/- 6 seconds.
 GV0376
 GV0376.The orthometric height was determined by differential leveling
 GV0376.and adjusted by the National Geodetic Survey in June 1991..
 GV0376
 GV0376.The geoid height was determined by GEOID03.
 GV0376
 GV0376.The dynamic height is computed by dividing the NAVD 88
 GV0376.geopotential number by the normal gravity value computed on the
 GV0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0376.degrees latitude (g = 980.6199 gals.).
 GV0376
 GV0376.The modeled gravity was interpolated from observed gravity values.
 GV0376
 GV0376;                    North         East    Units  Estimated Accuracy
 GV0376;SPC VA S     - 1,089,790.    3,692,550.      MT  (+/- 180 meters Scaled)
 GV0376
 GV0376                          SUPERSEDED SURVEY CONTROL
 GV0376
 GV0376  NGVD 29 (??/??/??)    0.979  (m)            3.21   (f) ADJUSTED    2 0
 GV0376
 GV0376.Superseded values are not recommended for survey control.
 GV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0376.See file dsdata.txt to determine how the superseded data were derived.
 GV0376
 GV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG815092(NAD 83)
 GV0376_MARKER: DB = BENCH MARK DISK
 GV0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0376_STAMPING: F 266 1942
 GV0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0376+STABILITY: SURFACE MOTION
 GV0376
 GV0376  HISTORY     - Date     Condition        Report By
 GV0376  HISTORY     - 1942     MONUMENTED       CGS
 GV0376  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0376
 GV0376                          STATION DESCRIPTION
 GV0376
 GV0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0376'0.8 MI E FROM MESSICK.
 GV0376'THIS MARK IS ABOUT .15 MILE SOUTH ALONG STATE HIGHWAY NO. 172
 GV0376'FROM THE TRINITY METHODIST CHURCH AT MESSICK, THENCE 0.7 MILE
 GV0376'EAST ALONG COUNTY ROAD NO. 606 TO JUNCTION WITH COUNTY ROAD NO.
 GV0376'601, SET AT THE WEST SIDE OF THE FRONT YARD OF THE FRAME HOUSE
 GV0376'OF J.H. HOLLOWAY, 1 FOOT WEST OF A PICKET FENCE, 40 FEET NORTH
 GV0376'OF THE NORTHWEST CORNER OF THE HOUSE, 30.5 FEET SOUTH OF THE CENTER
 GV0376'LINE OF COUNTY ROAD NO. 601, AND 65 FEET EAST OF THE SOUTHEAST
 GV0376'CORNER OF THE W.J. LINSLEY AND SONS STORE, 1.5 FEET NORTH OF A
 GV0376'WHITE REFERENCE POST AND SET LEVEL WITH THE ROAD.  A U.S.C. AND
 GV0376'G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 GV0376
 GV0376                          STATION RECOVERY (1988)
 GV0376
 GV0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0377 ***********************************************************************
 GV0377  DESIGNATION -  F 266 RESET 1952
 GV0377  PID         -  GV0377
 GV0377  STATE/COUNTY-  VA/YORK
 GV0377  USGS QUAD   -  HAMPTON (1986)
 GV0377
 GV0377                         *CURRENT SURVEY CONTROL
 GV0377  ___________________________________________________________________
 GV0377* NAD 83(1986)-  37 07 21.     (N)    076 19 59.     (W)     SCALED    
 GV0377* NAVD 88     -         0.61   (meters)       2.0    (feet)  RESET     
 GV0377  ___________________________________________________________________
 GV0377  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 GV0377
 GV0377  VERT ORDER  -  THIRD
 GV0377
 GV0377.The horizontal coordinates were scaled from a topographic map and have
 GV0377.an estimated accuracy of +/- 6 seconds.
 GV0377
 GV0377.The orthometric height was computed from unverified reset data.
 GV0377.No vertical observational check was made to the station.
 GV0377
 GV0377.The geoid height was determined by GEOID03.
 GV0377
 GV0377;                    North         East    Units  Estimated Accuracy
 GV0377;SPC VA S     - 1,089,790.    3,692,550.      MT  (+/- 180 meters Scaled)
 GV0377
 GV0377                          SUPERSEDED SURVEY CONTROL
 GV0377
 GV0377  NGVD 29 (??/??/??)    0.96   (m)            3.1    (f) RESET       3  
 GV0377
 GV0377.Superseded values are not recommended for survey control.
 GV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0377.See file dsdata.txt to determine how the superseded data were derived.
 GV0377
 GV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG815092(NAD 83)
 GV0377_MARKER: DB = BENCH MARK DISK
 GV0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0377_STAMPING: F 266 RESET 1952
 GV0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0377+STABILITY: SURFACE MOTION
 GV0377
 GV0377  HISTORY     - Date     Condition        Report By
 GV0377  HISTORY     - 1952     MONUMENTED       VADH
 GV0377
 GV0377                          STATION DESCRIPTION
 GV0377
 GV0377'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1952
 GV0377'0.8 MI E FROM MESSICK.
 GV0377'0.85 MILE EAST ALONG STATE HIGHWAY 172 FROM THE TRINITY METHODIST
 GV0377'CHURCH AT MESSICK, AT THE JUNCTION OF SECONDARY STATE HIGHWAY
 GV0377'607, 41 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 172, 60
 GV0377'FEET EAST OF THE SOUTHEAST CORNER OF THE W.J. LINSLEY AND SONS
 GV0377'STORE, 23 FEET NORTH OF THE NORTHWEST CORNER OF THE J.H. HOLLOWAY
 GV0377'FRAME HOUSE, AT THE WEST SIDE OF THE FRONT YARD, 1 FOOT WEST OF A
 GV0377'PICKET FENCE, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 GV0377'NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 GV0377'ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN JULY 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0591 ***********************************************************************
 GV0591  DESIGNATION -  F 267
 GV0591  PID         -  GV0591
 GV0591  STATE/COUNTY-  VA/GLOUCESTER
 GV0591  USGS QUAD   -  CLAY BANK (1984)
 GV0591
 GV0591                         *CURRENT SURVEY CONTROL
 GV0591  ___________________________________________________________________
 GV0591* NAD 83(1986)-  37 17 28.     (N)    076 30 35.     (W)     SCALED    
 GV0591* NAVD 88     -        10.198  (meters)      33.46   (feet)  ADJUSTED  
 GV0591  ___________________________________________________________________
 GV0591  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 GV0591  DYNAMIC HT  -          10.191 (meters)      33.44  (feet)  COMP
 GV0591  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 GV0591
 GV0591  VERT ORDER  -  FIRST     CLASS II
 GV0591
 GV0591.The horizontal coordinates were scaled from a topographic map and have
 GV0591.an estimated accuracy of +/- 6 seconds.
 GV0591
 GV0591.The orthometric height was determined by differential leveling
 GV0591.and adjusted by the National Geodetic Survey in June 1991..
 GV0591
 GV0591.The geoid height was determined by GEOID03.
 GV0591
 GV0591.The dynamic height is computed by dividing the NAVD 88
 GV0591.geopotential number by the normal gravity value computed on the
 GV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0591.degrees latitude (g = 980.6199 gals.).
 GV0591
 GV0591.The modeled gravity was interpolated from observed gravity values.
 GV0591
 GV0591;                    North         East    Units  Estimated Accuracy
 GV0591;SPC VA S     - 1,108,150.    3,676,460.      MT  (+/- 180 meters Scaled)
 GV0591
 GV0591                          SUPERSEDED SURVEY CONTROL
 GV0591
 GV0591  NGVD 29 (??/??/??)   10.550  (m)           34.61   (f) ADJUSTED    1 2
 GV0591
 GV0591.Superseded values are not recommended for survey control.
 GV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0591.See file dsdata.txt to determine how the superseded data were derived.
 GV0591
 GV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG661282(NAD 83)
 GV0591_MARKER: DB = BENCH MARK DISK
 GV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0591_STAMPING: F 267 1942
 GV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0591+STABILITY: SURFACE MOTION
 GV0591
 GV0591  HISTORY     - Date     Condition        Report By
 GV0591  HISTORY     - 1942     MONUMENTED       CGS
 GV0591  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV0591
 GV0591                          STATION DESCRIPTION
 GV0591
 GV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV0591'1.1 MI N FROM HAYES STORE.
 GV0591'THIS MARK IS ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 17
 GV0591'FROM THE POST OFFICE AT HAYES STORE.  SET AT THE T. JUNCTION
 GV0591'OF COUNTY ROAD NO. 639 WITH U.S. HIGHWAY NO. 17, 118 FEET
 GV0591'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME BUILDING OF FREDS
 GV0591'PLACE, A DANCE AND DINE PLACE, OWNED BY FRED LEGATE, 21 FEET
 GV0591'WEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 17, 35 FEET SOUTH OF
 GV0591'THE CENTER LINE OF COUNTY ROAD NO. 639, 4 FEET SOUTHEAST OF A
 GV0591'POWER POLE, 1 FOOT EAST OF A WHITE REFERENCE POST, SET 1 FOOT
 GV0591'BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING 4 INCHES ABOVE THE
 GV0591'GROUND.  A U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE
 GV0591'POST.
 GV0591
 GV0591                          STATION RECOVERY (1988)
 GV0591
 GV0591'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 GV0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0592 ***********************************************************************
 GV0592  DESIGNATION -  F 267 RESET 1959
 GV0592  PID         -  GV0592
 GV0592  STATE/COUNTY-  VA/GLOUCESTER
 GV0592  USGS QUAD   -  CLAY BANK (1984)
 GV0592
 GV0592                         *CURRENT SURVEY CONTROL
 GV0592  ___________________________________________________________________
 GV0592* NAD 83(1986)-  37 17 28.     (N)    076 30 35.     (W)     SCALED    
 GV0592* NAVD 88     -        10.012  (meters)      32.85   (feet)  ADJUSTED  
 GV0592  ___________________________________________________________________
 GV0592  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 GV0592  DYNAMIC HT  -          10.004 (meters)      32.82  (feet)  COMP
 GV0592  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 GV0592
 GV0592  VERT ORDER  -  FIRST     CLASS I
 GV0592
 GV0592.The horizontal coordinates were scaled from a topographic map and have
 GV0592.an estimated accuracy of +/- 6 seconds.
 GV0592
 GV0592.The orthometric height was determined by differential leveling
 GV0592.and adjusted by the National Geodetic Survey in June 1991..
 GV0592
 GV0592.The geoid height was determined by GEOID03.
 GV0592
 GV0592.The dynamic height is computed by dividing the NAVD 88
 GV0592.geopotential number by the normal gravity value computed on the
 GV0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0592.degrees latitude (g = 980.6199 gals.).
 GV0592
 GV0592.The modeled gravity was interpolated from observed gravity values.
 GV0592
 GV0592;                    North         East    Units  Estimated Accuracy
 GV0592;SPC VA S     - 1,108,150.    3,676,460.      MT  (+/- 180 meters Scaled)
 GV0592
 GV0592                          SUPERSEDED SURVEY CONTROL
 GV0592
 GV0592  NGVD 29 (??/??/??)   10.249  (m)           33.63   (f) ADJUSTED    1 1
 GV0592
 GV0592.Superseded values are not recommended for survey control.
 GV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0592.See file dsdata.txt to determine how the superseded data were derived.
 GV0592
 GV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG661282(NAD 83)
 GV0592_MARKER: DB = BENCH MARK DISK
 GV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0592_STAMPING: F 267 RESET 1959
 GV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0592+STABILITY: SURFACE MOTION
 GV0592
 GV0592  HISTORY     - Date     Condition        Report By
 GV0592  HISTORY     - 1959     MONUMENTED       CGS
 GV0592  HISTORY     - 1971     GOOD             NGS
 GV0592  HISTORY     - 1987     GOOD             USPSQD
 GV0592  HISTORY     - 1987     GOOD             USPSQD
 GV0592  HISTORY     - 1988     GOOD             USPSQD
 GV0592  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 GV0592  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0592
 GV0592                          STATION DESCRIPTION
 GV0592
 GV0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0592'3 MI N FROM GLOUCESTER POINT.
 GV0592'ABOUT 2.95 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0592'OFFICE AT GLOUCESTER POINT, 87 FEET EAST OF THE CENTER LINE OF
 GV0592'THE EAST LANES (NORTHBOUND) OF THE HIGHWAY, 105 FEET NORTHEAST
 GV0592'OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 1304, 77 FEET
 GV0592'SOUTHEAST OF TELEPHONE POLE NUMBER 291, 3.8 FEET SOUTH OF THE
 GV0592'NORTHWEST CORNER OF H.W. WARDS STORE AND SERVICE STATION, ABOUT
 GV0592'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GV0592'CONCRETE POST THAT IS LEVEL WITH THE SURFACE OF THE GROUND.
 GV0592'NOTE-- THIS MARK IS ALSO 0.7 MILE NORTH ALONG U.S. HIGHWAY 17 FROM
 GV0592'THE POST OFFICE AT GLOUCESTER POINT, THENCE 1.15 MILES NORTH
 GV0592'ALONG STATE HIGHWAY 1216, THENCE 0.1 MILE EAST ALONG STATE
 GV0592'HIGHWAY 216, THENCE 1.15 MILES NORTH ALONG U.S. HIGHWAY 17.
 GV0592
 GV0592                          STATION RECOVERY (1987)
 GV0592
 GV0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (VHF)
 GV0592'RECOVERED IN GOOD CONDITION.
 GV0592
 GV0592                          STATION RECOVERY (1987)
 GV0592
 GV0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARF)
 GV0592'RECOVERED IN GOOD CONDITION.
 GV0592
 GV0592                          STATION RECOVERY (1988)
 GV0592
 GV0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 GV0592'RECOVERED IN GOOD CONDITION.
 GV0592
 GV0592                          STATION RECOVERY (1997)
 GV0592
 GV0592'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0592'MARK NOT FOUND.
 GV0592
 GV0592                          STATION RECOVERY (2002)
 GV0592
 GV0592'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1106 ***********************************************************************
 GV1106  DESIGNATION -  F 268
 GV1106  PID         -  GV1106
 GV1106  STATE/COUNTY-  VA/KING AND QUEEN
 GV1106  USGS QUAD   -  SHACKLEFORDS (1986)
 GV1106
 GV1106                         *CURRENT SURVEY CONTROL
 GV1106  ___________________________________________________________________
 GV1106* NAD 83(1986)-  37 30 46.     (N)    076 40 47.     (W)     SCALED    
 GV1106* NAVD 88     -        32.541  (meters)     106.76   (feet)  ADJUSTED  
 GV1106  ___________________________________________________________________
 GV1106  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 GV1106  DYNAMIC HT  -          32.518 (meters)     106.69  (feet)  COMP
 GV1106  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 GV1106
 GV1106  VERT ORDER  -  SECOND    CLASS 0
 GV1106
 GV1106.The horizontal coordinates were scaled from a topographic map and have
 GV1106.an estimated accuracy of +/- 6 seconds.
 GV1106
 GV1106.The orthometric height was determined by differential leveling
 GV1106.and adjusted by the National Geodetic Survey in June 1991..
 GV1106
 GV1106.The geoid height was determined by GEOID03.
 GV1106
 GV1106.The dynamic height is computed by dividing the NAVD 88
 GV1106.geopotential number by the normal gravity value computed on the
 GV1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1106.degrees latitude (g = 980.6199 gals.).
 GV1106
 GV1106.The modeled gravity was interpolated from observed gravity values.
 GV1106
 GV1106;                    North         East    Units  Estimated Accuracy
 GV1106;SPC VA S     - 1,132,440.    3,660,910.      MT  (+/- 180 meters Scaled)
 GV1106
 GV1106                          SUPERSEDED SURVEY CONTROL
 GV1106
 GV1106  NGVD 29 (??/??/??)   32.926  (m)          108.02   (f) ADJUSTED    2 0
 GV1106
 GV1106.Superseded values are not recommended for survey control.
 GV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1106.See file dsdata.txt to determine how the superseded data were derived.
 GV1106
 GV1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG515530(NAD 83)
 GV1106_MARKER: DB = BENCH MARK DISK
 GV1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1106_STAMPING: F 268 1942
 GV1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1106+STABILITY: SURFACE MOTION
 GV1106
 GV1106  HISTORY     - Date     Condition        Report By
 GV1106  HISTORY     - 1942     MONUMENTED       CGS
 GV1106  HISTORY     - 1961     GOOD             CGS
 GV1106  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 GV1106  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 GV1106
 GV1106                          STATION DESCRIPTION
 GV1106
 GV1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1106'1.3 MI SE FROM COLOGNE.
 GV1106'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 GV1106'AT COLOGNE, 1.4 MILES NORTHWEST OF THE POST OFFICE AT PLAIN VIEW,
 GV1106'70 YARDS EAST OF THE SOUTHEAST CORNER OF THE G.V. TREVILIAN
 GV1106'TWO-STORY FRAME FARMHOUSE, 40 FEET EAST OF THE FARM APPROACH, 28
 GV1106'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF A
 GV1106'TRIANGULAR-BLAZED 15-INCH OAK TREE, 11 FEET NORTHWEST OF TELEPHONE
 GV1106'POLE NO. 274, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 GV1106'2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 1.5 FEET WEST
 GV1106'OF A CGS WITNESS SIGN.
 GV1106
 GV1106                          STATION RECOVERY (1979)
 GV1106
 GV1106'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 GV1106'MARK NOT FOUND.
 GV1106
 GV1106                          STATION RECOVERY (2004)
 GV1106
 GV1106'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1013 ***********************************************************************
 GV1013  DESIGNATION -  F 269
 GV1013  PID         -  GV1013
 GV1013  STATE/COUNTY-  VA/RICHMOND
 GV1013  USGS QUAD   -  HAYNESVILLE (1981)
 GV1013
 GV1013                         *CURRENT SURVEY CONTROL
 GV1013  ___________________________________________________________________
 GV1013* NAD 83(1986)-  37 53 27.     (N)    076 40 15.     (W)     SCALED    
 GV1013* NAVD 88     -        37.960  (meters)     124.54   (feet)  ADJUSTED  
 GV1013  ___________________________________________________________________
 GV1013  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 GV1013  DYNAMIC HT  -          37.935 (meters)     124.46  (feet)  COMP
 GV1013  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 GV1013
 GV1013  VERT ORDER  -  SECOND    CLASS 0
 GV1013
 GV1013.The horizontal coordinates were scaled from a topographic map and have
 GV1013.an estimated accuracy of +/- 6 seconds.
 GV1013
 GV1013.The orthometric height was determined by differential leveling
 GV1013.and adjusted by the National Geodetic Survey in June 1991..
 GV1013
 GV1013.The geoid height was determined by GEOID03.
 GV1013
 GV1013.The dynamic height is computed by dividing the NAVD 88
 GV1013.geopotential number by the normal gravity value computed on the
 GV1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1013.degrees latitude (g = 980.6199 gals.).
 GV1013
 GV1013.The modeled gravity was interpolated from observed gravity values.
 GV1013
 GV1013;                    North         East    Units  Estimated Accuracy
 GV1013;SPC VA S     - 1,174,410.    3,660,890.      MT  (+/- 180 meters Scaled)
 GV1013
 GV1013                          SUPERSEDED SURVEY CONTROL
 GV1013
 GV1013  NGVD 29 (05/17/90)   38.204  (m)          125.34   (f) ADJUSTED    2 0
 GV1013
 GV1013.Superseded values are not recommended for survey control.
 GV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1013.See file dsdata.txt to determine how the superseded data were derived.
 GV1013
 GV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG530950(NAD 83)
 GV1013_MARKER: DB = BENCH MARK DISK
 GV1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1013_STAMPING: F 269 1942
 GV1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1013+STABILITY: SURFACE MOTION
 GV1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1013+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 GV1013
 GV1013  HISTORY     - Date     Condition        Report By
 GV1013  HISTORY     - 1944     MONUMENTED       CGS
 GV1013  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV1013  HISTORY     - 1963     MARK NOT FOUND   CGS
 GV1013  HISTORY     - 19940401 GOOD             USPSQD
 GV1013  HISTORY     - 19990306 GOOD             USPSQD
 GV1013  HISTORY     - 20031028 GOOD             USPSQD
 GV1013  HISTORY     - 20051130 GOOD             USPSQD
 GV1013
 GV1013                          STATION DESCRIPTION
 GV1013
 GV1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV1013'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE
 GV1013'AT EMMERTON, AT A Y INTERSECTION OF STATE HIGHWAYS 3 AND 228,
 GV1013'30 FT. SOUTHWEST OF THE CENTERLINE OF HIGHWAY 3, 28 FT. EAST OF
 GV1013'THE CENTERLINE OF HIGHWAY 228, 5 FT. SOUTH OF A POWER POLE,
 GV1013'AND 2 FT. NORTH OF A WOODEN REFERENCE POST.
 GV1013'
 GV1013'THE STATION IS A STANDARD DISK BENCH MARK STAMPED F 269 1942,
 GV1013'AND SET ACCORDING TO 1-A.
 GV1013
 GV1013                          STATION RECOVERY (1961)
 GV1013
 GV1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV1013'0.8 MI SE FROM EMMERTON.
 GV1013'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 GV1013'EMMERTON, RICHMOND COUNTY, AT THE Y-JUNCTION OF SECONDARY STATE
 GV1013'HIGHWAY 642, 30 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 GV1013'3, 28 FEET EAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 642,
 GV1013'5 FEET SOUTH OF A POWERLINE POLE, AND 2 FEET NORTH OF A WHITE
 GV1013'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 269 1942 AND
 GV1013'SET IN THE TOP OF A CONCRETE POST.
 GV1013
 GV1013                          STATION RECOVERY (1963)
 GV1013
 GV1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 GV1013'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 GV1013
 GV1013                          STATION RECOVERY (1994)
 GV1013
 GV1013'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1013'RECOVERED IN GOOD CONDITION.
 GV1013
 GV1013                          STATION RECOVERY (1999)
 GV1013
 GV1013'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1013'RECOVERED IN GOOD CONDITION.
 GV1013
 GV1013                          STATION RECOVERY (2003)
 GV1013
 GV1013'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1013'RECOVERED IN GOOD CONDITION.
 GV1013
 GV1013                          STATION RECOVERY (2005)
 GV1013
 GV1013'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3240 ***********************************************************************
 GV3240  DESIGNATION -  F 27
 GV3240  PID         -  GV3240
 GV3240  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV3240  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV3240
 GV3240                         *CURRENT SURVEY CONTROL
 GV3240  ___________________________________________________________________
 GV3240* NAD 83(1986)-  37 00 22.     (N)    076 27 56.     (W)     SCALED    
 GV3240* NAVD 88     -         3.493  (meters)      11.46   (feet)  ADJUSTED  
 GV3240  ___________________________________________________________________
 GV3240  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 GV3240  DYNAMIC HT  -           3.490 (meters)      11.45  (feet)  COMP
 GV3240  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 GV3240
 GV3240  VERT ORDER  -  FIRST     CLASS II
 GV3240
 GV3240.The horizontal coordinates were scaled from a topographic map and have
 GV3240.an estimated accuracy of +/- 6 seconds.
 GV3240
 GV3240.The orthometric height was determined by differential leveling
 GV3240.and adjusted by the National Geodetic Survey in June 1991..
 GV3240
 GV3240.The geoid height was determined by GEOID03.
 GV3240
 GV3240.The dynamic height is computed by dividing the NAVD 88
 GV3240.geopotential number by the normal gravity value computed on the
 GV3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3240.degrees latitude (g = 980.6199 gals.).
 GV3240
 GV3240.The modeled gravity was interpolated from observed gravity values.
 GV3240
 GV3240;                    North         East    Units  Estimated Accuracy
 GV3240;SPC VA S     - 1,076,610.    3,681,050.      MT  (+/- 180 meters Scaled)
 GV3240
 GV3240                          SUPERSEDED SURVEY CONTROL
 GV3240
 GV3240  NGVD 29 (??/??/??)    3.854  (m)           12.64   (f) ADJUSTED    1 2
 GV3240
 GV3240.Superseded values are not recommended for survey control.
 GV3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3240.See file dsdata.txt to determine how the superseded data were derived.
 GV3240
 GV3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF696965(NAD 83)
 GV3240_MARKER: DB = BENCH MARK DISK
 GV3240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV3240_SP_SET: PIER
 GV3240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3240
 GV3240  HISTORY     - Date     Condition        Report By
 GV3240  HISTORY     - UNK      MONUMENTED       CGS
 GV3240  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV3240
 GV3240                          STATION DESCRIPTION
 GV3240
 GV3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV3240'3.7 MI NW FROM NEWPORT NEWS.
 GV3240'3.7 MILES NORTHWEST ALONG JAMES RIVER BRIDGE HIGHWAY FROM NEWPORT
 GV3240'NEWS, ABOUT 0.7 MILE SOUTHWEST OF NORTHEAST END OF JAMES RIVER
 GV3240'BRIDGE, ON THE JAMES RIVER BRIDGE, ABOUT 800 FEET NORTHEAST OF
 GV3240'THE CENTER OF THE LIFT SPAN OF BRIDGE, 3 FEET SOUTHEAST OF
 GV3240'SOUTHEAST EDGE OF ROADWAY, IN THE TOP OF THE PIER SUPPORTING
 GV3240'THE NORTHEAST END OF PLATE GIRDER SPAN AND ABOUT 6 FEET LOWER
 GV3240'THAN BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1098 ***********************************************************************
 GV1098  DESIGNATION -  F 270
 GV1098  PID         -  GV1098
 GV1098  STATE/COUNTY-  VA/LANCASTER
 GV1098  USGS QUAD   -  LIVELY (1992)
 GV1098
 GV1098                         *CURRENT SURVEY CONTROL
 GV1098  ___________________________________________________________________
 GV1098* NAD 83(1986)-  37 46 08.     (N)    076 30 00.     (W)     SCALED    
 GV1098* NAVD 88     -        27.818  (meters)      91.27   (feet)  ADJUSTED  
 GV1098  ___________________________________________________________________
 GV1098  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 GV1098  DYNAMIC HT  -          27.799 (meters)      91.20  (feet)  COMP
 GV1098  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 GV1098
 GV1098  VERT ORDER  -  SECOND    CLASS 0
 GV1098
 GV1098.The horizontal coordinates were scaled from a topographic map and have
 GV1098.an estimated accuracy of +/- 6 seconds.
 GV1098
 GV1098.The orthometric height was determined by differential leveling
 GV1098.and adjusted by the National Geodetic Survey in June 1991..
 GV1098
 GV1098.The geoid height was determined by GEOID03.
 GV1098
 GV1098.The dynamic height is computed by dividing the NAVD 88
 GV1098.geopotential number by the normal gravity value computed on the
 GV1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1098.degrees latitude (g = 980.6199 gals.).
 GV1098
 GV1098.The modeled gravity was interpolated from observed gravity values.
 GV1098
 GV1098;                    North         East    Units  Estimated Accuracy
 GV1098;SPC VA S     - 1,161,180.    3,676,200.      MT  (+/- 180 meters Scaled)
 GV1098
 GV1098                          SUPERSEDED SURVEY CONTROL
 GV1098
 GV1098  NGVD 29 (05/17/90)   28.061  (m)           92.06   (f) ADJUSTED    2 0
 GV1098
 GV1098.Superseded values are not recommended for survey control.
 GV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1098.See file dsdata.txt to determine how the superseded data were derived.
 GV1098
 GV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG678812(NAD 83)
 GV1098_MARKER: DB = BENCH MARK DISK
 GV1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1098_STAMPING: F 270 1942
 GV1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1098+STABILITY: SURFACE MOTION
 GV1098
 GV1098  HISTORY     - Date     Condition        Report By
 GV1098  HISTORY     - 1942     MONUMENTED       CGS
 GV1098  HISTORY     - 1961     GOOD             CGS
 GV1098  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV1098  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 GV1098  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV1098  HISTORY     - 20021129 MARK NOT FOUND   USPSQD
 GV1098
 GV1098                          STATION DESCRIPTION
 GV1098
 GV1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1098'1.9 MI W FROM LANCASTER.
 GV1098'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE CHESAPEAKE
 GV1098'BANKING COMPANY AT LIVELY, LANCASTER COUNTY, 1.9 MILES WEST OF
 GV1098'THE COUNTY COURTHOUSE AT LANCASTER, AT THE Y-JUNCTION OF SECONDARY
 GV1098'STATE HIGHWAY 619 LEADING SOUTHEAST, 38 FEET SOUTH OF THE
 GV1098'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTERLINE
 GV1098'OF THE DIRT ROAD, 12.3 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 GV1098'MARKER, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 GV1098'STANDARD DISK, STAMPED F 270 1942 AND SET IN THE TOP OF A
 GV1098'CONCRETE POST.
 GV1098
 GV1098                          STATION RECOVERY (1994)
 GV1098
 GV1098'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1098'MARK NOT FOUND.
 GV1098
 GV1098                          STATION RECOVERY (1998)
 GV1098
 GV1098'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1098'MARK NOT FOUND.
 GV1098
 GV1098                          STATION RECOVERY (2002)
 GV1098
 GV1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1098'MONUMENT FOUND WITH DISC MISSING.
 GV1098
 GV1098                          STATION RECOVERY (2002)
 GV1098
 GV1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV1098'MONUMENT FOUND, DISC MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0091 ***********************************************************************
 GV0091  DESIGNATION -  F 271
 GV0091  PID         -  GV0091
 GV0091  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0091  USGS QUAD   -  BURGESS (1973)
 GV0091
 GV0091                         *CURRENT SURVEY CONTROL
 GV0091  ___________________________________________________________________
 GV0091* NAD 83(1986)-  37 52 50.     (N)    076 20 00.     (W)     SCALED    
 GV0091* NAVD 88     -        30.213  (meters)      99.12   (feet)  ADJUSTED  
 GV0091  ___________________________________________________________________
 GV0091  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 GV0091  DYNAMIC HT  -          30.192 (meters)      99.05  (feet)  COMP
 GV0091  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 GV0091
 GV0091  VERT ORDER  -  SECOND    CLASS 0
 GV0091
 GV0091.The horizontal coordinates were scaled from a topographic map and have
 GV0091.an estimated accuracy of +/- 6 seconds.
 GV0091
 GV0091.The orthometric height was determined by differential leveling
 GV0091.and adjusted by the National Geodetic Survey in June 1991..
 GV0091
 GV0091.The geoid height was determined by GEOID03.
 GV0091
 GV0091.The dynamic height is computed by dividing the NAVD 88
 GV0091.geopotential number by the normal gravity value computed on the
 GV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0091.degrees latitude (g = 980.6199 gals.).
 GV0091
 GV0091.The modeled gravity was interpolated from observed gravity values.
 GV0091
 GV0091;                    North         East    Units  Estimated Accuracy
 GV0091;SPC VA S     - 1,173,900.    3,690,590.      MT  (+/- 180 meters Scaled)
 GV0091
 GV0091                          SUPERSEDED SURVEY CONTROL
 GV0091
 GV0091  NGVD 29 (05/17/90)   30.456  (m)           99.92   (f) ADJUSTED    2 0
 GV0091
 GV0091.Superseded values are not recommended for survey control.
 GV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0091.See file dsdata.txt to determine how the superseded data were derived.
 GV0091
 GV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG827934(NAD 83)
 GV0091_MARKER: DB = BENCH MARK DISK
 GV0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0091_STAMPING: F 271 1942
 GV0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0091+STABILITY: SURFACE MOTION
 GV0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0091+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0091
 GV0091  HISTORY     - Date     Condition        Report By
 GV0091  HISTORY     - 1942     MONUMENTED       CGS
 GV0091  HISTORY     - 1961     GOOD             CGS
 GV0091  HISTORY     - 1989     GOOD             USPSQD
 GV0091  HISTORY     - 19910825 GOOD             USPSQD
 GV0091  HISTORY     - 19940522 GOOD             USPSQD
 GV0091  HISTORY     - 20020307 GOOD             USPSQD
 GV0091  HISTORY     - 20051026 GOOD             USPSQD
 GV0091
 GV0091                          STATION DESCRIPTION
 GV0091
 GV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0091'0.8 MI E FROM BURGESS STORE.
 GV0091'0.8 MILE EAST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT
 GV0091'BURGESS STORE, NORTHUMBERLAND COUNTY, AT WALKERS STORE, AT SHILOH
 GV0091'BAPTIST CHURCH, 54.8 FEET NORTH OF THE NORTH CORNER OF THE CHURCH,
 GV0091'AT THE NORTHWEST EDGE OF THE YARD, 36 FEET SOUTHWEST OF THE
 GV0091'CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF A TELEPHONE POLE,
 GV0091'AND 1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 GV0091'DISK, STAMPED F 271 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV0091
 GV0091                          STATION RECOVERY (1989)
 GV0091
 GV0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0091'RECOVERED IN GOOD CONDITION.
 GV0091
 GV0091                          STATION RECOVERY (1991)
 GV0091
 GV0091'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0091'RECOVERED IN GOOD CONDITION.
 GV0091
 GV0091                          STATION RECOVERY (1994)
 GV0091
 GV0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0091'RECOVERED IN GOOD CONDITION.
 GV0091
 GV0091                          STATION RECOVERY (2002)
 GV0091
 GV0091'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0091'RECOVERED IN GOOD CONDITION.
 GV0091
 GV0091                          STATION RECOVERY (2005)
 GV0091
 GV0091'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1062 ***********************************************************************
 GV1062  DESIGNATION -  F 274
 GV1062  PID         -  GV1062
 GV1062  STATE/COUNTY-  VA/KING AND QUEEN
 GV1062  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV1062
 GV1062                         *CURRENT SURVEY CONTROL
 GV1062  ___________________________________________________________________
 GV1062* NAD 83(1986)-  37 44 06.     (N)    076 56 30.     (W)     SCALED    
 GV1062* NAVD 88     -        40.227  (meters)     131.98   (feet)  ADJUSTED  
 GV1062  ___________________________________________________________________
 GV1062  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV1062  DYNAMIC HT  -          40.200 (meters)     131.89  (feet)  COMP
 GV1062  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 GV1062
 GV1062  VERT ORDER  -  SECOND    CLASS 0
 GV1062
 GV1062.The horizontal coordinates were scaled from a topographic map and have
 GV1062.an estimated accuracy of +/- 6 seconds.
 GV1062
 GV1062.The orthometric height was determined by differential leveling
 GV1062.and adjusted by the National Geodetic Survey in June 1991..
 GV1062
 GV1062.The geoid height was determined by GEOID03.
 GV1062
 GV1062.The dynamic height is computed by dividing the NAVD 88
 GV1062.geopotential number by the normal gravity value computed on the
 GV1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1062.degrees latitude (g = 980.6199 gals.).
 GV1062
 GV1062.The modeled gravity was interpolated from observed gravity values.
 GV1062
 GV1062;                    North         East    Units  Estimated Accuracy
 GV1062;SPC VA S     - 1,156,690.    3,637,350.      MT  (+/- 180 meters Scaled)
 GV1062
 GV1062                          SUPERSEDED SURVEY CONTROL
 GV1062
 GV1062  NGVD 29 (??/??/??)   40.563  (m)          133.08   (f) ADJUSTED    2 0
 GV1062
 GV1062.Superseded values are not recommended for survey control.
 GV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1062.See file dsdata.txt to determine how the superseded data were derived.
 GV1062
 GV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG289781(NAD 83)
 GV1062_MARKER: DB = BENCH MARK DISK
 GV1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1062_STAMPING: F 274 1942
 GV1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1062+STABILITY: SURFACE MOTION
 GV1062
 GV1062  HISTORY     - Date     Condition        Report By
 GV1062  HISTORY     - 1942     MONUMENTED       CGS
 GV1062  HISTORY     - 1962     GOOD             CGS
 GV1062  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV1062  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 GV1062  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 GV1062
 GV1062                          STATION DESCRIPTION
 GV1062
 GV1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1062'1.1 MI W FROM STEVENSVILLE.
 GV1062'1.1 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV1062'STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE SOUTHEAST OF THE
 GV1062'CROSSING OF MARKET SWAMP, 0.4 MILE WEST OF THE JUNCTION OF A ROAD
 GV1062'LEADING NORTH, AT THE Y-JUNCTION OF A PRIVATE DIRT ROAD LEADING
 GV1062'WEST THROUGH A FIELD, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GV1062'HIGHWAY, 16 FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, 2.5
 GV1062'FEET SOUTH OF GUY POLE 27117, AND 1 FOOT EAST OF A WHITE WOODEN
 GV1062'WITNESS POST.  A STANDARD DISK, STAMPED F 274 1942 AND SET IN THE
 GV1062'TOP OF A CONCRETE POST.  A STEEL WITNESS POST WAS SET 1 FOOT
 GV1062'EAST OF THE MARK.
 GV1062
 GV1062                          STATION RECOVERY (1994)
 GV1062
 GV1062'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1062'MARK NOT FOUND.
 GV1062
 GV1062                          STATION RECOVERY (2000)
 GV1062
 GV1062'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1062'MARK NOT FOUND.
 GV1062
 GV1062                          STATION RECOVERY (2004)
 GV1062
 GV1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1063 ***********************************************************************
 GV1063  DESIGNATION -  F 274 RESET 1974
 GV1063  PID         -  GV1063
 GV1063  STATE/COUNTY-  VA/KING AND QUEEN
 GV1063  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV1063
 GV1063                         *CURRENT SURVEY CONTROL
 GV1063  ___________________________________________________________________
 GV1063* NAD 83(1986)-  37 44 06.     (N)    076 56 30.     (W)     SCALED    
 GV1063* NAVD 88     -        38.59   (meters)     126.6    (feet)  RESET     
 GV1063  ___________________________________________________________________
 GV1063  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV1063
 GV1063  VERT ORDER  -  THIRD
 GV1063
 GV1063.The horizontal coordinates were scaled from a topographic map and have
 GV1063.an estimated accuracy of +/- 6 seconds.
 GV1063
 GV1063.The orthometric height was computed from unverified reset data.
 GV1063.No vertical observational check was made to the station.
 GV1063
 GV1063.The geoid height was determined by GEOID03.
 GV1063
 GV1063;                    North         East    Units  Estimated Accuracy
 GV1063;SPC VA S     - 1,156,690.    3,637,350.      MT  (+/- 180 meters Scaled)
 GV1063
 GV1063                          SUPERSEDED SURVEY CONTROL
 GV1063
 GV1063  NGVD 29 (??/??/??)   38.93   (m)          127.7    (f) RESET       3  
 GV1063
 GV1063.Superseded values are not recommended for survey control.
 GV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1063.See file dsdata.txt to determine how the superseded data were derived.
 GV1063
 GV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG289781(NAD 83)
 GV1063_MARKER: DB = BENCH MARK DISK
 GV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1063_STAMPING: F 274 RESET 1974
 GV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1063+STABILITY: SURFACE MOTION
 GV1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1063+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1063
 GV1063  HISTORY     - Date     Condition        Report By
 GV1063  HISTORY     - 1974     MONUMENTED       VADH
 GV1063  HISTORY     - 19940413 GOOD             USPSQD
 GV1063  HISTORY     - 20000108 GOOD             USPSQD
 GV1063  HISTORY     - 20041029 GOOD             USPSQD
 GV1063  HISTORY     - 20060218 GOOD             USPSQD
 GV1063
 GV1063                          STATION DESCRIPTION
 GV1063
 GV1063'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974
 GV1063'1.1 MI W FROM STEVENSVILLE.
 GV1063'1.1 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 GV1063'STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE SOUTHEAST OF THE
 GV1063'CROSSING OF MARKET SWAMP, 0.4 MILE WEST OF THE JUNCTION OF A
 GV1063'ROAD LEADING NORTH, 130 FEET NORTHWEST OF THE CENTERLINE OF A
 GV1063'PRIVATE DIRT ROAD LEADING WEST THROUGH A FIELD, AT THE EDGE OF THE
 GV1063'FIELD AND WOODS, 58 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 GV1063'HIGHWAY 14, 1.5 FEET SOUTHWEST OF A WHITE METAL WITNESS POST.  SET
 GV1063'IN A CONCRETE POST 4 INCHES ABOVE THE GROUND.
 GV1063
 GV1063                          STATION RECOVERY (1994)
 GV1063
 GV1063'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1063'RECOVERED IN GOOD CONDITION.
 GV1063
 GV1063                          STATION RECOVERY (2000)
 GV1063
 GV1063'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1063'RECOVERED IN GOOD CONDITION.
 GV1063
 GV1063                          STATION RECOVERY (2004)
 GV1063
 GV1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1063'RECOVERED IN GOOD CONDITION.
 GV1063
 GV1063                          STATION RECOVERY (2006)
 GV1063
 GV1063'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1127 ***********************************************************************
 GV1127  DESIGNATION -  F 275
 GV1127  PID         -  GV1127
 GV1127  STATE/COUNTY-  VA/KING AND QUEEN
 GV1127  USGS QUAD   -  TRUHART (1989)
 GV1127
 GV1127                         *CURRENT SURVEY CONTROL
 GV1127  ___________________________________________________________________
 GV1127* NAD 83(1986)-  37 41 30.     (N)    076 46 29.     (W)     SCALED    
 GV1127* NAVD 88     -        20.911  (meters)      68.61   (feet)  ADJUSTED  
 GV1127  ___________________________________________________________________
 GV1127  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 GV1127  DYNAMIC HT  -          20.897 (meters)      68.56  (feet)  COMP
 GV1127  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 GV1127
 GV1127  VERT ORDER  -  SECOND    CLASS 0
 GV1127
 GV1127.The horizontal coordinates were scaled from a topographic map and have
 GV1127.an estimated accuracy of +/- 6 seconds.
 GV1127
 GV1127.The orthometric height was determined by differential leveling
 GV1127.and adjusted by the National Geodetic Survey in June 1991..
 GV1127
 GV1127.The geoid height was determined by GEOID03.
 GV1127
 GV1127.The dynamic height is computed by dividing the NAVD 88
 GV1127.geopotential number by the normal gravity value computed on the
 GV1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1127.degrees latitude (g = 980.6199 gals.).
 GV1127
 GV1127.The modeled gravity was interpolated from observed gravity values.
 GV1127
 GV1127;                    North         East    Units  Estimated Accuracy
 GV1127;SPC VA S     - 1,152,130.    3,652,150.      MT  (+/- 180 meters Scaled)
 GV1127
 GV1127                          SUPERSEDED SURVEY CONTROL
 GV1127
 GV1127  NGVD 29 (??/??/??)   21.275  (m)           69.80   (f) ADJUSTED    2 0
 GV1127
 GV1127.Superseded values are not recommended for survey control.
 GV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1127.See file dsdata.txt to determine how the superseded data were derived.
 GV1127
 GV1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG435730(NAD 83)
 GV1127_MARKER: DB = BENCH MARK DISK
 GV1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1127_STAMPING: F 275 1942
 GV1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1127+STABILITY: SURFACE MOTION
 GV1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1127+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV1127
 GV1127  HISTORY     - Date     Condition        Report By
 GV1127  HISTORY     - 1942     MONUMENTED       CGS
 GV1127  HISTORY     - 1962     GOOD             CGS
 GV1127  HISTORY     - 1977     GOOD             NGS
 GV1127  HISTORY     - 19941115 GOOD             USPSQD
 GV1127  HISTORY     - 20000115 GOOD             USPSQD
 GV1127  HISTORY     - 20041116 GOOD             USPSQD
 GV1127  HISTORY     - 20060307 GOOD             USPSQD
 GV1127
 GV1127                          STATION DESCRIPTION
 GV1127
 GV1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1127'0.8 MI SE FROM DRAGONVILLE.
 GV1127'0.8 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 610 FROM THE
 GV1127'POST OFFICE AT DRAGONVILLE, KING AND QUEEN COUNTY, 0.05 MILE
 GV1127'SOUTHEAST OF THE CROSSING OF TIM BRANCH SWAMP, AT THE Y-JUNCTION
 GV1127'OF SECONDARY STATE HIGHWAY 614 LEADING SOUTHWEST, 47 FEET
 GV1127'SOUTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 614, 19
 GV1127'FEET EAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 610, 14
 GV1127'FEET SOUTH OF THE SOUTH SIDE OF A 60-INCH OAK STUMP, 12 FEET
 GV1127'SOUTHEAST OF A HIGHWAY NUMBER SIGN, 2 FEET WEST OF A FENCE, AND
 GV1127'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV1127'STAMPED F 275 1942 AND SET IN THE TOP OF A CONCRETE POST.  A
 GV1127'STEEL WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 GV1127
 GV1127                          STATION RECOVERY (1977)
 GV1127
 GV1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GV1127'RECOVERED IN GOOD CONDITION.
 GV1127
 GV1127                          STATION RECOVERY (1994)
 GV1127
 GV1127'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1127'RECOVERED IN GOOD CONDITION.
 GV1127
 GV1127                          STATION RECOVERY (2000)
 GV1127
 GV1127'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1127'RECOVERED IN GOOD CONDITION.
 GV1127
 GV1127                          STATION RECOVERY (2004)
 GV1127
 GV1127'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1127'27.5 FT EAST OF RT 610.
 GV1127
 GV1127                          STATION RECOVERY (2006)
 GV1127
 GV1127'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV1127'MARK WAS FOUND IN GOOD CONDITION HOWEVER THE LONGITUDE SHOULD BE 076
 GV1127'55 07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1787 ***********************************************************************
 GV1787  DESIGNATION -  F 276
 GV1787  PID         -  GV1787
 GV1787  STATE/COUNTY-  VA/HENRICO
 GV1787  USGS QUAD   -  DUTCH GAP (1994)
 GV1787
 GV1787                         *CURRENT SURVEY CONTROL
 GV1787  ___________________________________________________________________
 GV1787* NAD 83(1986)-  37 23 45.     (N)    077 15 15.     (W)     SCALED    
 GV1787* NAVD 88     -         3.051  (meters)      10.01   (feet)  ADJUSTED  
 GV1787  ___________________________________________________________________
 GV1787  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 GV1787  DYNAMIC HT  -           3.049 (meters)      10.00  (feet)  COMP
 GV1787  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 GV1787
 GV1787  VERT ORDER  -  SECOND    CLASS 0
 GV1787
 GV1787.The horizontal coordinates were scaled from a topographic map and have
 GV1787.an estimated accuracy of +/- 6 seconds.
 GV1787
 GV1787.The orthometric height was determined by differential leveling
 GV1787.and adjusted by the National Geodetic Survey in June 1991..
 GV1787
 GV1787.The geoid height was determined by GEOID03.
 GV1787
 GV1787.The dynamic height is computed by dividing the NAVD 88
 GV1787.geopotential number by the normal gravity value computed on the
 GV1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1787.degrees latitude (g = 980.6199 gals.).
 GV1787
 GV1787.The modeled gravity was interpolated from observed gravity values.
 GV1787
 GV1787;                    North         East    Units  Estimated Accuracy
 GV1787;SPC VA S     - 1,118,640.    3,610,310.      MT  (+/- 180 meters Scaled)
 GV1787
 GV1787                          SUPERSEDED SURVEY CONTROL
 GV1787
 GV1787  NGVD 29 (??/??/??)    3.390  (m)           11.12   (f) ADJUSTED    2 0
 GV1787
 GV1787.Superseded values are not recommended for survey control.
 GV1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1787.See file dsdata.txt to determine how the superseded data were derived.
 GV1787
 GV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG004411(NAD 83)
 GV1787_MARKER: DB = BENCH MARK DISK
 GV1787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1787_SP_SET: BRIDGE
 GV1787_STAMPING: F-276 1942
 GV1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1787
 GV1787  HISTORY     - Date     Condition        Report By
 GV1787  HISTORY     - 1942     MONUMENTED       CGS
 GV1787  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1787  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1787  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 GV1787
 GV1787                          STATION DESCRIPTION
 GV1787
 GV1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1787'7.4 MI S FROM ELK.
 GV1787'7.4 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 5.  6.5 MILES SOUTH
 GV1787'ALONG STATE HIGHWAY NO. 156 FROM THE STATION AT ELKO, THENCE
 GV1787'0.9 MILE SOUTHEAST ALON  STATE HIGHWAY NO. 5, SET IN THE NORTHWEST
 GV1787'CORNER OF THE NORTHEAST WALL OF BRIDGE, IN ABOUT THE MIDDLE OF THE
 GV1787'CURVE FROM THE NORTH TO THE EAST, 12 FEET NORTHEAST OF THE
 GV1787'CENTER-LINE OF THE HIGHWAY.  BENCH MARK DISK SET IN BRIDGE.
 GV1787
 GV1787                          STATION RECOVERY (1996)
 GV1787
 GV1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1787'MARK NOT FOUND.
 GV1787
 GV1787                          STATION RECOVERY (2000)
 GV1787
 GV1787'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1787'MARK NOT FOUND.
 GV1787
 GV1787                          STATION RECOVERY (2005)
 GV1787
 GV1787'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1788 ***********************************************************************
 GV1788  DESIGNATION -  F 276 RESET 1950
 GV1788  PID         -  GV1788
 GV1788  STATE/COUNTY-  VA/HENRICO
 GV1788  USGS QUAD   -  DUTCH GAP (1994)
 GV1788
 GV1788                         *CURRENT SURVEY CONTROL
 GV1788  ___________________________________________________________________
 GV1788* NAD 83(1986)-  37 23 45.     (N)    077 15 15.     (W)     SCALED    
 GV1788* NAVD 88     -         2.77   (meters)       9.1    (feet)  RESET     
 GV1788  ___________________________________________________________________
 GV1788  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 GV1788
 GV1788  VERT ORDER  -  THIRD
 GV1788
 GV1788.The horizontal coordinates were scaled from a topographic map and have
 GV1788.an estimated accuracy of +/- 6 seconds.
 GV1788
 GV1788.The orthometric height was computed from unverified reset data.
 GV1788.No vertical observational check was made to the station.
 GV1788
 GV1788.The geoid height was determined by GEOID03.
 GV1788
 GV1788;                    North         East    Units  Estimated Accuracy
 GV1788;SPC VA S     - 1,118,640.    3,610,310.      MT  (+/- 180 meters Scaled)
 GV1788
 GV1788                          SUPERSEDED SURVEY CONTROL
 GV1788
 GV1788  NGVD 29 (??/??/??)    3.10   (m)           10.2    (f) RESET       3  
 GV1788
 GV1788.Superseded values are not recommended for survey control.
 GV1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1788.See file dsdata.txt to determine how the superseded data were derived.
 GV1788
 GV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG004411(NAD 83)
 GV1788_MARKER: DB = BENCH MARK DISK
 GV1788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1788_SP_SET: BRIDGE RAIL
 GV1788_STAMPING: F 276 RESET 1950
 GV1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1788+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV1788
 GV1788  HISTORY     - Date     Condition        Report By
 GV1788  HISTORY     - 1950     MONUMENTED       VADH
 GV1788  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GV1788  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1788  HISTORY     - 20001208 GOOD             USPSQD
 GV1788  HISTORY     - 20050212 GOOD             USPSQD
 GV1788
 GV1788                          STATION DESCRIPTION
 GV1788
 GV1788'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1950
 GV1788'6.5 MI S FROM ELKO.
 GV1788'6.5 MILES SOUTH ALONG STATE HIGHWAY 156 FROM THE CHESAPEAKE
 GV1788'AND OHIO RAILWAY STATION AT ELKO, HENRICO COUNTY.  THENCE 0.9
 GV1788'MILE SOUTHEAST ALONG STATE HIGHWAY 5, NEAR THE NORTH END OF A
 GV1788'NORTH-TO-EAST CURVE, AT A CONCRETE BRIDGE OVER CREWS CHANNEL, IN
 GV1788'THE NORTHEAST CORNER OF THE BRIDGE RAIL, AND 26 FEET EAST
 GV1788'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GV1788'F 276 RESET 1950.
 GV1788
 GV1788                          STATION RECOVERY (1989)
 GV1788
 GV1788'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPZ)
 GV1788'MARK NOT FOUND.
 GV1788
 GV1788                          STATION RECOVERY (1996)
 GV1788
 GV1788'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1788'MARK NOT FOUND.
 GV1788
 GV1788                          STATION RECOVERY (2000)
 GV1788
 GV1788'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1788'RECOVERED IN GOOD CONDITION.
 GV1788
 GV1788                          STATION RECOVERY (2005)
 GV1788
 GV1788'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0467 ***********************************************************************
 GV0467  DESIGNATION -  F 277
 GV0467  PID         -  GV0467
 GV0467  STATE/COUNTY-  VA/CHARLES CITY
 GV0467  USGS QUAD   -  BRANDON (1980)
 GV0467
 GV0467                         *CURRENT SURVEY CONTROL
 GV0467  ___________________________________________________________________
 GV0467* NAD 83(1986)-  37 15 46.     (N)    076 52 50.     (W)     SCALED    
 GV0467* NAVD 88     -         3.600  (meters)      11.81   (feet)  ADJUSTED  
 GV0467  ___________________________________________________________________
 GV0467  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 GV0467  DYNAMIC HT  -           3.597 (meters)      11.80  (feet)  COMP
 GV0467  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 GV0467
 GV0467  VERT ORDER  -  FIRST     CLASS I
 GV0467
 GV0467.The horizontal coordinates were scaled from a topographic map and have
 GV0467.an estimated accuracy of +/- 6 seconds.
 GV0467
 GV0467.The orthometric height was determined by differential leveling
 GV0467.and adjusted by the National Geodetic Survey in June 1991..
 GV0467.WARNING-Repeat measurements at this control monument indicate possible
 GV0467.vertical movement.
 GV0467
 GV0467.The geoid height was determined by GEOID03.
 GV0467
 GV0467.The dynamic height is computed by dividing the NAVD 88
 GV0467.geopotential number by the normal gravity value computed on the
 GV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0467.degrees latitude (g = 980.6199 gals.).
 GV0467
 GV0467.The modeled gravity was interpolated from observed gravity values.
 GV0467
 GV0467;                    North         East    Units  Estimated Accuracy
 GV0467;SPC VA S     - 1,104,380.    3,643,640.      MT  (+/- 180 meters Scaled)
 GV0467
 GV0467                          SUPERSEDED SURVEY CONTROL
 GV0467
 GV0467  NGVD 29 (??/??/??)    3.835  (m)           12.58   (f) ADJUSTED    1 1
 GV0467
 GV0467.Superseded values are not recommended for survey control.
 GV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0467.See file dsdata.txt to determine how the superseded data were derived.
 GV0467
 GV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG332256(NAD 83)
 GV0467_MARKER: DB = BENCH MARK DISK
 GV0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0467_SP_SET: ABUTMENT
 GV0467_STAMPING: F 277 1942
 GV0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0467+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 GV0467
 GV0467  HISTORY     - Date     Condition        Report By
 GV0467  HISTORY     - 1942     MONUMENTED       CGS
 GV0467  HISTORY     - 1971     GOOD             NGS
 GV0467  HISTORY     - 1989     GOOD             USPSQD
 GV0467  HISTORY     - 19960309 GOOD             USPSQD
 GV0467  HISTORY     - 20000927 GOOD             USPSQD
 GV0467  HISTORY     - 20010331 GOOD             NGS
 GV0467  HISTORY     - 20050609 GOOD             VADOT
 GV0467  HISTORY     - 20060328 POOR             VADOT
 GV0467
 GV0467                          STATION DESCRIPTION
 GV0467
 GV0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0467'10.6 MI W FROM WILLIAMSBURG.
 GV0467'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0467'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 9.05
 GV0467'MILES WEST ALONG STATE HIGHWAY 5, SET IN THE TOP OF THE SOUTH END
 GV0467'OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 GV0467'CHICKAHOMINY RIVER, 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 GV0467'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GV0467
 GV0467                          STATION RECOVERY (1989)
 GV0467
 GV0467'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARF)
 GV0467'RECOVERED IN GOOD CONDITION.
 GV0467
 GV0467                          STATION RECOVERY (1996)
 GV0467
 GV0467'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0467'RECOVERED IN GOOD CONDITION.
 GV0467
 GV0467                          STATION RECOVERY (2000)
 GV0467
 GV0467'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0467'RECOVERED IN GOOD CONDITION.
 GV0467
 GV0467                          STATION RECOVERY (2001)
 GV0467
 GV0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0467'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV0467
 GV0467                          STATION RECOVERY (2005)
 GV0467
 GV0467'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JCA)
 GV0467'RECOVERED IN GOOD CONDITION.
 GV0467
 GV0467                          STATION RECOVERY (2006)
 GV0467
 GV0467'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (JCA)
 GV0467'THE STRUCTURE THAT THIS MARK IS SET IN APPEARS TO HAVE EXPERIENCED
 GV0467'SOME MOVEMENT. USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1833 ***********************************************************************
 GV1833  DESIGNATION -  F 278
 GV1833  PID         -  GV1833
 GV1833  STATE/COUNTY-  VA/SURRY
 GV1833  USGS QUAD   -  SAVEDGE (1974)
 GV1833
 GV1833                         *CURRENT SURVEY CONTROL
 GV1833  ___________________________________________________________________
 GV1833* NAD 83(1986)-  37 08 47.     (N)    077 00 10.     (W)     SCALED    
 GV1833* NAVD 88     -        33.765  (meters)     110.78   (feet)  ADJUSTED  
 GV1833  ___________________________________________________________________
 GV1833  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 GV1833  DYNAMIC HT  -          33.741 (meters)     110.70  (feet)  COMP
 GV1833  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 GV1833
 GV1833  VERT ORDER  -  SECOND    CLASS 0
 GV1833
 GV1833.The horizontal coordinates were scaled from a topographic map and have
 GV1833.an estimated accuracy of +/- 6 seconds.
 GV1833
 GV1833.The orthometric height was determined by differential leveling
 GV1833.and adjusted by the National Geodetic Survey in June 1991..
 GV1833
 GV1833.The geoid height was determined by GEOID03.
 GV1833
 GV1833.The dynamic height is computed by dividing the NAVD 88
 GV1833.geopotential number by the normal gravity value computed on the
 GV1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1833.degrees latitude (g = 980.6199 gals.).
 GV1833
 GV1833.The modeled gravity was interpolated from observed gravity values.
 GV1833
 GV1833;                    North         East    Units  Estimated Accuracy
 GV1833;SPC VA S     - 1,091,280.    3,633,000.      MT  (+/- 180 meters Scaled)
 GV1833
 GV1833                          SUPERSEDED SURVEY CONTROL
 GV1833
 GV1833  NGVD 29 (??/??/??)   34.122  (m)          111.95   (f) ADJUSTED    2 0
 GV1833
 GV1833.Superseded values are not recommended for survey control.
 GV1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1833.See file dsdata.txt to determine how the superseded data were derived.
 GV1833
 GV1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG221129(NAD 83)
 GV1833_MARKER: DB = BENCH MARK DISK
 GV1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1833_STAMPING: F 278 1942
 GV1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1833+STABILITY: SURFACE MOTION
 GV1833
 GV1833  HISTORY     - Date     Condition        Report By
 GV1833  HISTORY     - 1942     MONUMENTED       CGS
 GV1833  HISTORY     - 1971     GOOD             NGS
 GV1833  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 GV1833  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV1833
 GV1833                          STATION DESCRIPTION
 GV1833
 GV1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GV1833'1.2 MI NE FROM SAVEDGE.
 GV1833'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 GV1833'AT SAVEDGE, SURRY COUNTY, AT THE JUNCTION OF A ROAD LEADING
 GV1833'NORTHWEST INTO THE WOODS, 27 FEET NORTHWEST OF THE CENTER LINE OF
 GV1833'THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7.6
 GV1833'FEET NORTHEAST OF A TRIANGULAR-BLAZED 20-INCH PINE TREE, 9 FEET
 GV1833'NORTH OF POLE 335, AND 0.7 FOOT SOUTHEAST OF A WHITE WOODEN
 GV1833'WITNESS POST.  A STANDARD DISK, STAMPED F 278 1942 AND SET IN THE
 GV1833'TOP OF A CONCRETE POST.
 GV1833
 GV1833                          STATION RECOVERY (1971)
 GV1833
 GV1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1833'RECOVERED IN GOOD CONDITION.
 GV1833
 GV1833                          STATION RECOVERY (1997)
 GV1833
 GV1833'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1833'MARK NOT FOUND.
 GV1833
 GV1833                          STATION RECOVERY (2002)
 GV1833
 GV1833'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB)
 GV1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1602 ***********************************************************************
 GV1602  DESIGNATION -  F 28
 GV1602  PID         -  GV1602
 GV1602  STATE/COUNTY-  VA/SUSSEX
 GV1602  USGS QUAD   -  WAVERLY (1980)
 GV1602
 GV1602                         *CURRENT SURVEY CONTROL
 GV1602  ___________________________________________________________________
 GV1602* NAD 83(1986)-  37 02 17.     (N)    077 05 49.     (W)     SCALED    
 GV1602* NAVD 88     -        34.981  (meters)     114.77   (feet)  POSTED    
 GV1602  ___________________________________________________________________
 GV1602  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 GV1602  DYNAMIC HT  -          34.960 (meters)     114.70  (feet)  COMP
 GV1602  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 GV1602
 GV1602  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1602
 GV1602.The horizontal coordinates were scaled from a topographic map and have
 GV1602.an estimated accuracy of +/- 6 seconds.
 GV1602
 GV1602.The orthometric height was determined by differential leveling
 GV1602.and adjusted by the National Geodetic Survey in 1992..
 GV1602.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1602.rate of 0.0 thru 1.0 mm/km.
 GV1602
 GV1602.The geoid height was determined by GEOID03.
 GV1602
 GV1602.The dynamic height is computed by dividing the NAVD 88
 GV1602.geopotential number by the normal gravity value computed on the
 GV1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1602.degrees latitude (g = 980.6199 gals.).
 GV1602
 GV1602.The modeled gravity was interpolated from observed gravity values.
 GV1602
 GV1602;                    North         East    Units  Estimated Accuracy
 GV1602;SPC VA S     - 1,079,130.    3,624,820.      MT  (+/- 180 meters Scaled)
 GV1602
 GV1602                          SUPERSEDED SURVEY CONTROL
 GV1602
 GV1602  NGVD 29 (??/??/??)   35.316  (m)          115.87   (f) ADJUSTED    1 2
 GV1602
 GV1602.Superseded values are not recommended for survey control.
 GV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1602.See file dsdata.txt to determine how the superseded data were derived.
 GV1602
 GV1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG135011(NAD 83)
 GV1602_MARKER: DB = BENCH MARK DISK
 GV1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1602_STAMPING: 155.876 F 28 1932
 GV1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1602+STABILITY: SURFACE MOTION
 GV1602
 GV1602  HISTORY     - Date     Condition        Report By
 GV1602  HISTORY     - 1932     MONUMENTED       CGS
 GV1602  HISTORY     - 1960     GOOD             CGS
 GV1602  HISTORY     - 1963     GOOD             CGS
 GV1602  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 GV1602  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 GV1602
 GV1602                          STATION DESCRIPTION
 GV1602
 GV1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1602'AT WAVERLY.
 GV1602'AT WAVERLY, SUSSEX COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GV1602'260 YARDS NORTHWEST OF THE STATION, 105 YARDS NORTHWEST OF THE
 GV1602'CROSSING OF THE SOUTHERN RAILWAY NARROW-GAUGE TRACK, 75 FEET
 GV1602'NORTHEAST OF SEMAPHORE 592, 35.4 FEET NORTHEAST OF THE NORTHEAST
 GV1602'RAIL OF THE NORTHEAST TRACK, 23.5 FEET SOUTHWEST OF THE CENTER LINE
 GV1602'OF AN UNPAVED STREET PARALLELING THE TRACK, 5 FEET SOUTHEAST OF
 GV1602'THE LINE OF THE SOUTHEAST SIDE OF A SECTION HOUSE ACROSS THE
 GV1602'TRACK, IN LINE WITH THE NORTHWEST SIDE OF A DWELLING, AND ABOUT
 GV1602'1/2 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 155.876
 GV1602'F 28 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 GV1602'INCHES ABOVE GROUND.  NOTE-- THE SECTION HOUSE HAS BEEN MOVED
 GV1602'AND THE ROAD PARALLELING THE TRACK IS NOW PAVED.  IT IS 89.5
 GV1602'FEET WEST OF THE NORTHWEST CORNER OF HOUSE NO. 123 AND IN LINE
 GV1602'WITH THE NORTHWEST SIDE OF THE HOUSE, 5.5 FEET WEST OF A TELEPHONE
 GV1602'POLE, AND 1.5 FEET WEST OF A C. AND G.S. WITNESS SIGN.
 GV1602'NOTE-- SOUTHERN RAILWAY TRACKS GONE.
 GV1602
 GV1602                          STATION RECOVERY (1963)
 GV1602
 GV1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GV1602'RECOVERED IN GOOD CONDITION.
 GV1602
 GV1602                          STATION RECOVERY (1997)
 GV1602
 GV1602'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1602'MARK NOT FOUND.
 GV1602
 GV1602                          STATION RECOVERY (2002)
 GV1602
 GV1602'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1819 ***********************************************************************
 GV1819  DESIGNATION -  F 280
 GV1819  PID         -  GV1819
 GV1819  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1819  USGS QUAD   -  DISPUTANTA NORTH (1974)
 GV1819
 GV1819                         *CURRENT SURVEY CONTROL
 GV1819  ___________________________________________________________________
 GV1819* NAD 83(1986)-  37 08 29.     (N)    077 11 42.     (W)     SCALED    
 GV1819* NAVD 88     -        39.349  (meters)     129.10   (feet)  POSTED    
 GV1819  ___________________________________________________________________
 GV1819  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 GV1819  DYNAMIC HT  -          39.320 (meters)     129.00  (feet)  COMP
 GV1819  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 GV1819
 GV1819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV1819
 GV1819.The horizontal coordinates were scaled from a topographic map and have
 GV1819.an estimated accuracy of +/- 6 seconds.
 GV1819
 GV1819.The orthometric height was determined by differential leveling
 GV1819.and adjusted by the National Geodetic Survey in 1992..
 GV1819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV1819.rate of 0.0 thru 1.0 mm/km.
 GV1819
 GV1819.The geoid height was determined by GEOID03.
 GV1819
 GV1819.The dynamic height is computed by dividing the NAVD 88
 GV1819.geopotential number by the normal gravity value computed on the
 GV1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1819.degrees latitude (g = 980.6199 gals.).
 GV1819
 GV1819.The modeled gravity was interpolated from observed gravity values.
 GV1819
 GV1819;                    North         East    Units  Estimated Accuracy
 GV1819;SPC VA S     - 1,090,480.    3,615,940.      MT  (+/- 180 meters Scaled)
 GV1819
 GV1819                          SUPERSEDED SURVEY CONTROL
 GV1819
 GV1819  NGVD 29 (??/??/??)   39.686  (m)          130.20   (f) ADJUSTED    2 0
 GV1819
 GV1819.Superseded values are not recommended for survey control.
 GV1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1819.See file dsdata.txt to determine how the superseded data were derived.
 GV1819
 GV1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG050128(NAD 83)
 GV1819_MARKER: DB = BENCH MARK DISK
 GV1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1819_STAMPING: F 280 1942
 GV1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1819+STABILITY: SURFACE MOTION
 GV1819
 GV1819  HISTORY     - Date     Condition        Report By
 GV1819  HISTORY     - 1942     MONUMENTED       CGS
 GV1819  HISTORY     - 1961     GOOD             CGS
 GV1819  HISTORY     - 19980506 GOOD             USPSQD
 GV1819
 GV1819                          STATION DESCRIPTION
 GV1819
 GV1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV1819'2.3 MI NE FROM DISPUTANTA.
 GV1819'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 154 FROM THE NORFOLK
 GV1819'AND WESTERN RAILWAY STATION AT DISPUTANTA, PRINCE GEORGE COUNTY,
 GV1819'NEAR A SAWMILL, AT A ROAD JUNCTION, IN THE NORTH POINT OF THE
 GV1819'TRIANGLE FORMED BY THE JUNCTION, 23.5 FEET NORTHWEST OF THE
 GV1819'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF
 GV1819'THE ROAD LEADING WEST, AND 0.6 FOOT SOUTHEAST OF A WHITE WOODEN
 GV1819'WITNESS POST.  A STANDARD DISK, STAMPED F 280 1942 AND SET IN THE
 GV1819'TOP OF A CONCRETE POST.  NOTE-- SAWMILL HAS BEEN REMOVED, BUT A
 GV1819'LARGE PILE OF SAW DUST REMAINS.  THE MARK IS 1 FOOT SOUTH OF A
 GV1819'CGS WITNESS SIGN AND 0.65 MILE NORTHEAST OF THE NORTHEAST ONE OF
 GV1819'THREE BRIDGES.
 GV1819
 GV1819                          STATION RECOVERY (1998)
 GV1819
 GV1819'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0971 ***********************************************************************
 FX0971  DESIGNATION -  F 281
 FX0971  PID         -  FX0971
 FX0971  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0971  USGS QUAD   -  BENNS CHURCH (1986)
 FX0971
 FX0971                         *CURRENT SURVEY CONTROL
 FX0971  ___________________________________________________________________
 FX0971* NAD 83(1986)-  36 58 25.     (N)    076 36 36.     (W)     SCALED    
 FX0971* NAVD 88     -        12.732  (meters)      41.77   (feet)  ADJUSTED  
 FX0971  ___________________________________________________________________
 FX0971  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 FX0971  DYNAMIC HT  -          12.722 (meters)      41.74  (feet)  COMP
 FX0971  MODELED GRAV-     979,884.5   (mgal)                       NAVD 88
 FX0971
 FX0971  VERT ORDER  -  FIRST     CLASS I
 FX0971
 FX0971.The horizontal coordinates were scaled from a topographic map and have
 FX0971.an estimated accuracy of +/- 6 seconds.
 FX0971
 FX0971.The orthometric height was determined by differential leveling
 FX0971.and adjusted by the National Geodetic Survey in June 1991..
 FX0971
 FX0971.The geoid height was determined by GEOID03.
 FX0971
 FX0971.The dynamic height is computed by dividing the NAVD 88
 FX0971.geopotential number by the normal gravity value computed on the
 FX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0971.degrees latitude (g = 980.6199 gals.).
 FX0971
 FX0971.The modeled gravity was interpolated from observed gravity values.
 FX0971
 FX0971;                    North         East    Units  Estimated Accuracy
 FX0971;SPC VA S     - 1,072,740.    3,668,270.      MT  (+/- 180 meters Scaled)
 FX0971
 FX0971                          SUPERSEDED SURVEY CONTROL
 FX0971
 FX0971  NGVD 29 (??/??/92)   12.967  (m)           42.54   (f) ADJ UNCH    1 1
 FX0971
 FX0971.Superseded values are not recommended for survey control.
 FX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0971.See file dsdata.txt to determine how the superseded data were derived.
 FX0971
 FX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF566931(NAD 83)
 FX0971_MARKER: DB = BENCH MARK DISK
 FX0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0971_STAMPING: F 281 1942
 FX0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0971+STABILITY: SURFACE MOTION
 FX0971
 FX0971  HISTORY     - Date     Condition        Report By
 FX0971  HISTORY     - 1942     MONUMENTED       CGS
 FX0971  HISTORY     - 1971     GOOD             NGS
 FX0971  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0971
 FX0971                          STATION DESCRIPTION
 FX0971
 FX0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0971'1.6 MI SE FROM SMITHFIELD.
 FX0971'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 10 AND U.S.
 FX0971'HIGHWAY 258 FROM THE JUNCTION OF THE HIGHWAYS AT SMITHFIELD,
 FX0971'0.5 MILE NORTH OF THE SMITHFIELD ASSEMBLY OF GOD CHURCH, AT THE
 FX0971'JUNCTION OF COUNTY ROAD NO. 704 LEADING EASTERLY, 60 FEET NORTH
 FX0971'OF THE CENTER LINE OF THE COUNTY ROAD (BATTERY PARK ROAD), 23
 FX0971'FEET EAST OF THE CENTER LINE OF THE HIGHWAYS, 38 FEET SOUTH OF
 FX0971'THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO THE BANK OF
 FX0971'SMITHFIELD, 8.8 FEET SOUTH OF THE SOUTH END OF AN 18-INCH PIPE
 FX0971'CULVERT UNDER THE DRIVEWAY TO BANK, 7 1/2 FEET SOUTHWEST OF CABLE
 FX0971'LINE POLE NO. 39, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND THE
 FX0971'LAWN FOR THE BANK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FX0971'THE GROUND.  NOTE-- MARK MAY BE COVERED WITH DIRT DUE TO ITS
 FX0971'LOCATION.  MARK IS AT THE EAST EDGE OF A 2-FOOT DEEP DITCH.
 FX0971
 FX0971                          STATION RECOVERY (2001)
 FX0971
 FX0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0981 ***********************************************************************
 FX0981  DESIGNATION -  F 282
 FX0981  PID         -  FX0981
 FX0981  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0981  USGS QUAD   -  SMITHFIELD (1989)
 FX0981
 FX0981                         *CURRENT SURVEY CONTROL
 FX0981  ___________________________________________________________________
 FX0981* NAD 83(1986)-  36 52 59.     (N)    076 44 01.     (W)     SCALED    
 FX0981* NAVD 88     -        24.471  (meters)      80.29   (feet)  POSTED    
 FX0981  ___________________________________________________________________
 FX0981  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 FX0981  DYNAMIC HT  -          24.450 (meters)      80.22  (feet)  COMP
 FX0981  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 FX0981
 FX0981  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0981
 FX0981.The horizontal coordinates were scaled from a topographic map and have
 FX0981.an estimated accuracy of +/- 6 seconds.
 FX0981
 FX0981.The orthometric height was determined by differential leveling
 FX0981.and adjusted by the National Geodetic Survey in 1992..
 FX0981.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0981.rate of 1.1 thru 2.0 mm/km.
 FX0981
 FX0981.The geoid height was determined by GEOID03.
 FX0981
 FX0981.The dynamic height is computed by dividing the NAVD 88
 FX0981.geopotential number by the normal gravity value computed on the
 FX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0981.degrees latitude (g = 980.6199 gals.).
 FX0981
 FX0981.The modeled gravity was interpolated from observed gravity values.
 FX0981
 FX0981;                    North         East    Units  Estimated Accuracy
 FX0981;SPC VA S     - 1,062,480.    3,657,460.      MT  (+/- 180 meters Scaled)
 FX0981
 FX0981                          SUPERSEDED SURVEY CONTROL
 FX0981
 FX0981  NGVD 29 (??/??/92)   24.870  (m)           81.59   (f) ADJ UNCH    2 0
 FX0981
 FX0981.Superseded values are not recommended for survey control.
 FX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0981.See file dsdata.txt to determine how the superseded data were derived.
 FX0981
 FX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF455833(NAD 83)
 FX0981_MARKER: DB = BENCH MARK DISK
 FX0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0981_STAMPING: F 282 1942
 FX0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0981+STABILITY: SURFACE MOTION
 FX0981
 FX0981  HISTORY     - Date     Condition        Report By
 FX0981  HISTORY     - 1942     MONUMENTED       CGS
 FX0981  HISTORY     - 1960     GOOD             NGS
 FX0981  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 FX0981
 FX0981                          STATION DESCRIPTION
 FX0981
 FX0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0981'2.3 MI SW FROM ISLE OF WIGHT.
 FX0981'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL
 FX0981'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT THE JUNCTION
 FX0981'OF A PRIVATE ROAD LEADING WEST TO A FARMHOUSE, 32 FEET NORTH OF
 FX0981'THE CENTER LINE OF THE ROAD, 29 FEET WEST OF THE CENTER LINE OF
 FX0981'THE HIGHWAY, 14.5 FEET NORTH-NORTHWEST OF A TRIANGULAR-BLAZED
 FX0981'20-INCH PINE TREE, AND 0.9 FOOT EAST OF A WHITE WOODEN WITNESS
 FX0981'POST.  A STANDARD DISK, STAMPED F 282 1942 AND SET IN THE TOP
 FX0981'OF A CONCRETE POST FLUSH WITH THE GROUND.  OLD HIGHWAY 258.  TO
 FX0981'REACH FROM THE MONUMENT IN ISLE OF WIGHT, GO SOUTHWEST ON
 FX0981'HIGHWAY 258 FOR 2.3 MILES TO WHERE THE OLD HIGHWAY TURNS RIGHT,
 FX0981'TURN RIGHT AND GO ABOUT 0.1 MILE TO MARK ON THE RIGHT.
 FX0981
 FX0981                          STATION RECOVERY (2001)
 FX0981
 FX0981'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0179 ***********************************************************************
 FX0179  DESIGNATION -  F 283
 FX0179  PID         -  FX0179
 FX0179  STATE/COUNTY-  VA/C OF NORFOLK
 FX0179  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0179
 FX0179                         *CURRENT SURVEY CONTROL
 FX0179  ___________________________________________________________________
 FX0179* NAD 83(1986)-  36 50 05.     (N)    076 18 47.     (W)     SCALED    
 FX0179* NAVD 88     -         3.048  (meters)      10.00   (feet)  ADJUSTED  
 FX0179  ___________________________________________________________________
 FX0179  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX0179  DYNAMIC HT  -           3.046 (meters)       9.99  (feet)  COMP
 FX0179  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 FX0179
 FX0179  VERT ORDER  -  FIRST     CLASS II
 FX0179
 FX0179.The horizontal coordinates were scaled from a topographic map and have
 FX0179.an estimated accuracy of +/- 6 seconds.
 FX0179
 FX0179.The orthometric height was determined by differential leveling
 FX0179.and adjusted by the National Geodetic Survey in June 1991..
 FX0179
 FX0179.The geoid height was determined by GEOID03.
 FX0179
 FX0179.The dynamic height is computed by dividing the NAVD 88
 FX0179.geopotential number by the normal gravity value computed on the
 FX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0179.degrees latitude (g = 980.6199 gals.).
 FX0179
 FX0179.The modeled gravity was interpolated from observed gravity values.
 FX0179
 FX0179;                    North         East    Units  Estimated Accuracy
 FX0179;SPC VA S     - 1,057,900.    3,695,060.      MT  (+/- 180 meters Scaled)
 FX0179
 FX0179                          SUPERSEDED SURVEY CONTROL
 FX0179
 FX0179  NGVD 29 (??/??/92)    3.29   (m)           10.8    (f) COMPUTED    1 2
 FX0179
 FX0179.Superseded values are not recommended for survey control.
 FX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0179.See file dsdata.txt to determine how the superseded data were derived.
 FX0179
 FX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF829773(NAD 83)
 FX0179_MARKER: DB = BENCH MARK DISK
 FX0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0179_STAMPING: F 283 1942
 FX0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0179+STABILITY: SURFACE MOTION
 FX0179
 FX0179  HISTORY     - Date     Condition        Report By
 FX0179  HISTORY     - 1942     MONUMENTED       CGS
 FX0179  HISTORY     - 1971     GOOD             NGS
 FX0179
 FX0179                          STATION DESCRIPTION
 FX0179
 FX0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0179'AT PORTSMOUTH.
 FX0179'AT PORTSMOUTH, NEAR THE JUNCTION OF ELM STREET (U.S. HIGHWAY 17)
 FX0179'AND HIGH STREET (U.S. HIGHWAY 17 AND 58), AT THE CROSSING OF A
 FX0179'SINGLE TRACK AND HIGHWAY 17, ABOUT SOUTH OF THE JUNCTION OF
 FX0179'HIGHWAYS 17 AND 58, 35.4 FEET EAST OF CENTER LINE OF HIGHWAY
 FX0179'17, 12.7 FEET NORTH OF NORTH RAIL OF TRACK, 4.8 FEET NORTH
 FX0179'OF A FENCE CORNER, 1.7 FEET WEST OF A WIRE FENCE AND SET IN THE
 FX0179'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0998 ***********************************************************************
 GV0998  DESIGNATION -  F 284
 GV0998  PID         -  GV0998
 GV0998  STATE/COUNTY-  VA/KING AND QUEEN
 GV0998  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV0998
 GV0998                         *CURRENT SURVEY CONTROL
 GV0998  ___________________________________________________________________
 GV0998* NAD 83(1986)-  37 42 21.     (N)    076 55 16.     (W)     SCALED    
 GV0998* NAVD 88     -         8.502  (meters)      27.89   (feet)  ADJUSTED  
 GV0998  ___________________________________________________________________
 GV0998  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 GV0998  DYNAMIC HT  -           8.496 (meters)      27.87  (feet)  COMP
 GV0998  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 GV0998
 GV0998  VERT ORDER  -  SECOND    CLASS 0
 GV0998
 GV0998.The horizontal coordinates were scaled from a topographic map and have
 GV0998.an estimated accuracy of +/- 6 seconds.
 GV0998
 GV0998.The orthometric height was determined by differential leveling
 GV0998.and adjusted by the National Geodetic Survey in June 1991..
 GV0998
 GV0998.The geoid height was determined by GEOID03.
 GV0998
 GV0998.The dynamic height is computed by dividing the NAVD 88
 GV0998.geopotential number by the normal gravity value computed on the
 GV0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0998.degrees latitude (g = 980.6199 gals.).
 GV0998
 GV0998.The modeled gravity was interpolated from observed gravity values.
 GV0998
 GV0998;                    North         East    Units  Estimated Accuracy
 GV0998;SPC VA S     - 1,153,480.    3,639,220.      MT  (+/- 180 meters Scaled)
 GV0998
 GV0998                          SUPERSEDED SURVEY CONTROL
 GV0998
 GV0998  NGVD 29 (??/??/??)    8.865  (m)           29.08   (f) ADJUSTED    2 0
 GV0998
 GV0998.Superseded values are not recommended for survey control.
 GV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0998.See file dsdata.txt to determine how the superseded data were derived.
 GV0998
 GV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG306749(NAD 83)
 GV0998_MARKER: DB = BENCH MARK DISK
 GV0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0998_STAMPING: F 284 1942
 GV0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0998+STABILITY: SURFACE MOTION
 GV0998
 GV0998  HISTORY     - Date     Condition        Report By
 GV0998  HISTORY     - 1942     MONUMENTED       CGS
 GV0998  HISTORY     - 1961     GOOD             CGS
 GV0998  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV0998  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 GV0998  HISTORY     - 20000115 MARK NOT FOUND   USPSQD
 GV0998  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV0998
 GV0998                          STATION DESCRIPTION
 GV0998
 GV0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0998'2.2 MI S FROM STEVENSVILLE.
 GV0998'0.4 MILE SOUTH-SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST
 GV0998'OFFICE AT STEVENSVILLE, KING AND QUEEN COUNTY, THENCE 1.8
 GV0998'MILES SOUTH ALONG SECONDARY STATE HIGHWAY 631, 0.45 MILE
 GV0998'NORTHWEST OF THE INTERSECTION OF SECONDARY STATE HIGHWAY 659,
 GV0998'0.35 MILE SOUTHEAST OF THE Y-JUNCTION OF SECONDARY STATE HIGHWAY
 GV0998'632 AT DAHLGRENS CORNER, 0.25 MILE SOUTH-SOUTHEAST OF THE CROSSING
 GV0998'OF MANTAPIKE CREEK, AT THE Y-JUNCTION OF A PRIVATE DIRT ROAD
 GV0998'LEADING SOUTH INTO A FIELD, 23 FEET SOUTHWEST OF THE CENTERLINE
 GV0998'OF THE HIGHWAY, 10 FEET EAST OF THE CENTERLINE OF THE PRIVATE
 GV0998'ROAD, 6 FEET SOUTHEAST OF AN 18-INCH POPLAR TREE, AND 1.5 FEET
 GV0998'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 GV0998'STAMPED F 284 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV0998'NOTE-- IT WAS REPORTED IN APRIL 1944 THAT THE MARK IS 2.0 MILES
 GV0998'SOUTH ALONG SECONDARY STATE HIGHWAY 631, INSTEAD OF 1.8 MILES
 GV0998'SOUTH.
 GV0998
 GV0998                          STATION RECOVERY (1990)
 GV0998
 GV0998'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0998'MARK NOT FOUND.
 GV0998
 GV0998                          STATION RECOVERY (1994)
 GV0998
 GV0998'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0998'MARK NOT FOUND.
 GV0998
 GV0998                          STATION RECOVERY (2000)
 GV0998
 GV0998'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0998'MARK NOT FOUND.
 GV0998
 GV0998                          STATION RECOVERY (2004)
 GV0998
 GV0998'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0994 ***********************************************************************
 FX0994  DESIGNATION -  F 285
 FX0994  PID         -  FX0994
 FX0994  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX0994  USGS QUAD   -  ZUNI (1990)
 FX0994
 FX0994                         *CURRENT SURVEY CONTROL
 FX0994  ___________________________________________________________________
 FX0994* NAD 83(1986)-  36 50 06.     (N)    076 49 53.     (W)     SCALED    
 FX0994* NAVD 88     -        22.535  (meters)      73.93   (feet)  POSTED    
 FX0994  ___________________________________________________________________
 FX0994  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 FX0994  DYNAMIC HT  -          22.520 (meters)      73.88  (feet)  COMP
 FX0994  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 FX0994
 FX0994  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0994
 FX0994.The horizontal coordinates were scaled from a topographic map and have
 FX0994.an estimated accuracy of +/- 6 seconds.
 FX0994
 FX0994.The orthometric height was determined by differential leveling
 FX0994.and adjusted by the National Geodetic Survey in 1992..
 FX0994.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0994.rate of 2.1 thru 3.0 mm/km.
 FX0994
 FX0994.The geoid height was determined by GEOID03.
 FX0994
 FX0994.The dynamic height is computed by dividing the NAVD 88
 FX0994.geopotential number by the normal gravity value computed on the
 FX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0994.degrees latitude (g = 980.6199 gals.).
 FX0994
 FX0994.The modeled gravity was interpolated from observed gravity values.
 FX0994
 FX0994;                    North         East    Units  Estimated Accuracy
 FX0994;SPC VA S     - 1,056,990.    3,648,840.      MT  (+/- 180 meters Scaled)
 FX0994
 FX0994                          SUPERSEDED SURVEY CONTROL
 FX0994
 FX0994  NGVD 29 (??/??/92)   22.946  (m)           75.28   (f) ADJ UNCH    2 0
 FX0994
 FX0994.Superseded values are not recommended for survey control.
 FX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0994.See file dsdata.txt to determine how the superseded data were derived.
 FX0994
 FX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF366781(NAD 83)
 FX0994_MARKER: DB = BENCH MARK DISK
 FX0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0994_STAMPING: F 285 1942
 FX0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0994+STABILITY: SURFACE MOTION
 FX0994
 FX0994  HISTORY     - Date     Condition        Report By
 FX0994  HISTORY     - 1942     MONUMENTED       CGS
 FX0994  HISTORY     - 1960     GOOD             NGS
 FX0994
 FX0994                          STATION DESCRIPTION
 FX0994
 FX0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0994'2.6 MI SW FROM ZUNI.
 FX0994'2.6 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 614 FROM THE
 FX0994'NORFOLK AND WESTERN RAILWAY STATION AT ZUNI, ISLE OF WIGHT COUNTY,
 FX0994'41 FEET NORTH OF THE NORTH CORNER OF AN ABANDONED CHURCH, AT
 FX0994'THE JUNCTION OF A ROAD LEADING SOUTHEAST, 25 FEET SOUTHEAST OF
 FX0994'THE CENTER LINE OF THE MAIN ROAD, 26 FEET SOUTHWEST OF THE CENTER
 FX0994'LINE OF THE SIDE ROAD, 3.9 FEET NORTHEAST OF POLE 7B-73, AND 1
 FX0994'FOOT WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FX0994'F 285 1942 AND SET IN THE TOP OF A CONCRETE POST.  THE CHURCH IS
 FX0994'GONE.  A U.S.C. AND G.S. WITNESS SIGN WAS PLACED 1.5 FEET SOUTHWEST
 FX0994'OF THE MARK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0567 ***********************************************************************
 FX0567  DESIGNATION -  F 288
 FX0567  PID         -  FX0567
 FX0567  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0567  USGS QUAD   -  LITTLE CREEK (1989)
 FX0567
 FX0567                         *CURRENT SURVEY CONTROL
 FX0567  ___________________________________________________________________
 FX0567* NAD 83(1986)-  36 53 34.     (N)    076 09 59.     (W)     SCALED    
 FX0567* NAVD 88     -         5.305  (meters)      17.40   (feet)  POSTED    
 FX0567  ___________________________________________________________________
 FX0567  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FX0567  DYNAMIC HT  -           5.300 (meters)      17.39  (feet)  COMP
 FX0567  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 FX0567
 FX0567  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0567
 FX0567.The horizontal coordinates were scaled from a topographic map and have
 FX0567.an estimated accuracy of +/- 6 seconds.
 FX0567
 FX0567.The orthometric height was determined by differential leveling
 FX0567.and adjusted by the National Geodetic Survey in 1992..
 FX0567.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0567.rate of 2.1 thru 3.0 mm/km.
 FX0567
 FX0567.The geoid height was determined by GEOID03.
 FX0567
 FX0567.The dynamic height is computed by dividing the NAVD 88
 FX0567.geopotential number by the normal gravity value computed on the
 FX0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0567.degrees latitude (g = 980.6199 gals.).
 FX0567
 FX0567.The modeled gravity was interpolated from observed gravity values.
 FX0567
 FX0567;                    North         East    Units  Estimated Accuracy
 FX0567;SPC VA S     - 1,064,660.    3,707,980.      MT  (+/- 180 meters Scaled)
 FX0567
 FX0567                          SUPERSEDED SURVEY CONTROL
 FX0567
 FX0567  NGVD 29 (??/??/92)    5.661  (m)           18.57   (f) ADJ UNCH    2 0
 FX0567
 FX0567.Superseded values are not recommended for survey control.
 FX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0567.See file dsdata.txt to determine how the superseded data were derived.
 FX0567
 FX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF960836(NAD 83)
 FX0567_MARKER: DB = BENCH MARK DISK
 FX0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0567_SP_SET: GROUND
 FX0567_STAMPING: F 288 1942
 FX0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0567
 FX0567  HISTORY     - Date     Condition        Report By
 FX0567  HISTORY     - 1942     MONUMENTED       CGS
 FX0567  HISTORY     - 1960     GOOD             NGS
 FX0567  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 FX0567
 FX0567                          STATION DESCRIPTION
 FX0567
 FX0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FX0567'1.6 MI W FROM ROBBINS CORNERS.
 FX0567'IN PRINCESS ANNE COUNTY, 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY
 FX0567'58 FROM THE POST OFFICE AT NORFOLK, NORFOLK COUNTY, THENCE 6.1
 FX0567'MILES NORTHEAST ALONG U.S. HIGHWAY 13, AT THE NORTH CORNER OF THE
 FX0567'WILD FLOWER PRESERVE GROUNDS, AT THE JUNCTION OF A ROAD LEADING
 FX0567'SOUTHEAST, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD,
 FX0567'22.4 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5
 FX0567'FEET WEST OF THE FENCE CORNER.  NOTE-- IT IS ACROSS THE ROAD FROM
 FX0567'HOUSE NO. 7036 WATERWORKS ROAD (STATE HIGHWAY 116) AND 1.55 MILES
 FX0567'WEST OF THE INTERSECTION OF HIGHWAYS 166 AND 652 IN ROBBINS
 FX0567'CORNERS.
 FX0567
 FX0567                          STATION RECOVERY (2002)
 FX0567
 FX0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAH)
 FX0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0177 ***********************************************************************
 GW0177  DESIGNATION -  F 29
 GW0177  PID         -  GW0177
 GW0177  STATE/COUNTY-  VA/AMELIA
 GW0177  USGS QUAD   -  JETERSVILLE (1968)
 GW0177
 GW0177                         *CURRENT SURVEY CONTROL
 GW0177  ___________________________________________________________________
 GW0177* NAD 83(1986)-  37 17 37.     (N)    078 05 43.     (W)     SCALED    
 GW0177* NAVD 88     -       139.024  (meters)     456.11   (feet)  ADJUSTED  
 GW0177  ___________________________________________________________________
 GW0177  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 GW0177  DYNAMIC HT  -         138.926 (meters)     455.79  (feet)  COMP
 GW0177  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 GW0177
 GW0177  VERT ORDER  -  FIRST     CLASS II
 GW0177
 GW0177.The horizontal coordinates were scaled from a topographic map and have
 GW0177.an estimated accuracy of +/- 6 seconds.
 GW0177
 GW0177.The orthometric height was determined by differential leveling
 GW0177.and adjusted by the National Geodetic Survey in June 1991..
 GW0177
 GW0177.The geoid height was determined by GEOID03.
 GW0177
 GW0177.The dynamic height is computed by dividing the NAVD 88
 GW0177.geopotential number by the normal gravity value computed on the
 GW0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0177.degrees latitude (g = 980.6199 gals.).
 GW0177
 GW0177.The modeled gravity was interpolated from observed gravity values.
 GW0177
 GW0177;                    North         East    Units  Estimated Accuracy
 GW0177;SPC VA S     - 1,106,640.    3,535,880.      MT  (+/- 180 meters Scaled)
 GW0177
 GW0177                          SUPERSEDED SURVEY CONTROL
 GW0177
 GW0177  NGVD 29 (03/05/92)  139.276  (m)          456.94   (f) ADJUSTED    1 2
 GW0177
 GW0177.Superseded values are not recommended for survey control.
 GW0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0177.See file dsdata.txt to determine how the superseded data were derived.
 GW0177
 GW0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB574314(NAD 83)
 GW0177_MARKER: DB = BENCH MARK DISK
 GW0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0177_SP_SET: BUILDING
 GW0177_STAMPING: 456.912 F 29 1932
 GW0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0177+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 GW0177
 GW0177  HISTORY     - Date     Condition        Report By
 GW0177  HISTORY     - 1932     MONUMENTED       CGS
 GW0177  HISTORY     - 1963     GOOD             NGS
 GW0177  HISTORY     - 1979     GOOD             NGS
 GW0177  HISTORY     - 19950124 GOOD             USPSQD
 GW0177  HISTORY     - 20000304 GOOD             USPSQD
 GW0177  HISTORY     - 20041027 GOOD             USPSQD
 GW0177
 GW0177                          STATION DESCRIPTION
 GW0177
 GW0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0177'AT JETERSVILLE.
 GW0177'AT JETERSVILLE, AMELIA COUNTY, 100 FEET WEST OF THE SOUTHERN
 GW0177'RAILWAY STATION, AT THE R.M. FARMER STORE IN 1932, IN THE MIDDLE
 GW0177'OF THE EAST WALL, AND 5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 GW0177'STAMPED 465.912 F 29 1932 AND SET VERTICALLY.  NOTE-- THE MARK
 GW0177'IS STAMPED 456.912 AND NOT 465.912.  THE BUILDING IS NOW USED FOR
 GW0177'A GENERAL STORE AND THE POST OFFICE.
 GW0177
 GW0177                          STATION RECOVERY (1979)
 GW0177
 GW0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GW0177'AT JETERSVILLE POST OFFICE, 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY
 GW0177'BUSINESS 360 FROM ITS JUNCTION WITH STATE HIGHWAY 38 IN AMELIA COURT
 GW0177'HOUSE, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 360,
 GW0177'THENCE ABOUT 0.7 MILE SOUTHWEST ALONG COUNTY ROAD 671, AND THENCE
 GW0177'ABOUT 0.1 MILE SOUTHEAST ALONG COUNTY ROAD 640.  MARK IS SET
 GW0177'VERTICALLY IN THE SOUTHEAST WALL OF THE POST OFFICE, 24 FEET NORTHWEST
 GW0177'OF THE CENTER OF COUNTY ROAD 1101, 5.5 FEET NORTHEAST OF THE CENTER
 GW0177'OF THE SOUTHWEST ENTRANCE TO THE POST OFFICE, AND 5.5 FEET ABOVE THE
 GW0177'GROUND.
 GW0177'THE MARK IS 5 FT ABOVE THE SIDEWALK.
 GW0177
 GW0177                          STATION RECOVERY (1995)
 GW0177
 GW0177'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW0177'RECOVERED IN GOOD CONDITION.
 GW0177
 GW0177                          STATION RECOVERY (2000)
 GW0177
 GW0177'RECOVERY NOTE BY US POWER SQUADRON 2000
 GW0177'RECOVERED IN GOOD CONDITION.
 GW0177
 GW0177                          STATION RECOVERY (2004)
 GW0177
 GW0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GW0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0125 ***********************************************************************
 GV0125  DESIGNATION -  F 291
 GV0125  PID         -  GV0125
 GV0125  STATE/COUNTY-  VA/MIDDLESEX
 GV0125  USGS QUAD   -  DELTAVILLE (1992)
 GV0125
 GV0125                         *CURRENT SURVEY CONTROL
 GV0125  ___________________________________________________________________
 GV0125* NAD 83(1986)-  37 33 16.     (N)    076 21 47.     (W)     SCALED    
 GV0125* NAVD 88     -        11.800  (meters)      38.71   (feet)  ADJUSTED  
 GV0125  ___________________________________________________________________
 GV0125  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV0125  DYNAMIC HT  -          11.792 (meters)      38.69  (feet)  COMP
 GV0125  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 GV0125
 GV0125  VERT ORDER  -  SECOND    CLASS 0
 GV0125
 GV0125.The horizontal coordinates were scaled from a topographic map and have
 GV0125.an estimated accuracy of +/- 6 seconds.
 GV0125
 GV0125.The orthometric height was determined by differential leveling
 GV0125.and adjusted by the National Geodetic Survey in June 1991..
 GV0125
 GV0125.The geoid height was determined by GEOID03.
 GV0125
 GV0125.The dynamic height is computed by dividing the NAVD 88
 GV0125.geopotential number by the normal gravity value computed on the
 GV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0125.degrees latitude (g = 980.6199 gals.).
 GV0125
 GV0125.The modeled gravity was interpolated from observed gravity values.
 GV0125
 GV0125;                    North         East    Units  Estimated Accuracy
 GV0125;SPC VA S     - 1,137,650.    3,688,800.      MT  (+/- 180 meters Scaled)
 GV0125
 GV0125                          SUPERSEDED SURVEY CONTROL
 GV0125
 GV0125  NGVD 29 (??/??/??)   12.146  (m)           39.85   (f) ADJUSTED    2 0
 GV0125
 GV0125.Superseded values are not recommended for survey control.
 GV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0125.See file dsdata.txt to determine how the superseded data were derived.
 GV0125
 GV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG796572(NAD 83)
 GV0125_MARKER: DB = BENCH MARK DISK
 GV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0125_STAMPING: F 291 1942
 GV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0125+STABILITY: SURFACE MOTION
 GV0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0125+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 GV0125
 GV0125  HISTORY     - Date     Condition        Report By
 GV0125  HISTORY     - 1942     MONUMENTED       CGS
 GV0125  HISTORY     - 1961     GOOD             CGS
 GV0125  HISTORY     - 1989     GOOD             USPSQD
 GV0125  HISTORY     - 1990     GOOD             USPSQD
 GV0125  HISTORY     - 19980301 GOOD             USPSQD
 GV0125  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV0125  HISTORY     - 20060117 GOOD             USPSQD
 GV0125
 GV0125                          STATION DESCRIPTION
 GV0125
 GV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0125'0.7 MI E FROM HARDYVILLE.
 GV0125'0.7 MILE EAST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 GV0125'HARDYVILLE, 0.3 MILE WEST OF THE POST OFFICE AT AMBURG, AT
 GV0125'CLARKSBURG METHODIST CHURCH, 1 FOOT SOUTHEAST OF THE NORTHEAST
 GV0125'CORNER OF THE VESTIBULE OF THE FRAME CHURCH BUILDING, 60.5 FEET
 GV0125'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 GV0125'HIGHWAY.
 GV0125
 GV0125                          STATION RECOVERY (1989)
 GV0125
 GV0125'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV0125'RECOVERED IN GOOD CONDITION.
 GV0125
 GV0125                          STATION RECOVERY (1990)
 GV0125
 GV0125'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAS)
 GV0125'RECOVERED IN GOOD CONDITION.
 GV0125
 GV0125                          STATION RECOVERY (1998)
 GV0125
 GV0125'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0125'RECOVERED IN GOOD CONDITION.
 GV0125
 GV0125                          STATION RECOVERY (2003)
 GV0125
 GV0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (DL)
 GV0125'MARK NOT FOUND.
 GV0125
 GV0125                          STATION RECOVERY (2006)
 GV0125
 GV0125'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1471 ***********************************************************************
 GV1471  DESIGNATION -  F 292 RESET 1965
 GV1471  PID         -  GV1471
 GV1471  STATE/COUNTY-  VA/KING WILLIAM
 GV1471  USGS QUAD   -  KING WILLIAM (1984)
 GV1471
 GV1471                         *CURRENT SURVEY CONTROL
 GV1471  ___________________________________________________________________
 GV1471* NAD 83(1986)-  37 40 55.     (N)    077 03 03.     (W)     SCALED    
 GV1471* NAVD 88     -        37.44   (meters)     122.8    (feet)  RESET     
 GV1471  ___________________________________________________________________
 GV1471  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1471
 GV1471  VERT ORDER  -  THIRD
 GV1471
 GV1471.The horizontal coordinates were scaled from a topographic map and have
 GV1471.an estimated accuracy of +/- 6 seconds.
 GV1471
 GV1471.The orthometric height was computed from unverified reset data.
 GV1471.No vertical observational check was made to the station.
 GV1471
 GV1471.The geoid height was determined by GEOID03.
 GV1471
 GV1471;                    North         East    Units  Estimated Accuracy
 GV1471;SPC VA S     - 1,150,650.    3,627,820.      MT  (+/- 180 meters Scaled)
 GV1471
 GV1471                          SUPERSEDED SURVEY CONTROL
 GV1471
 GV1471  NGVD 29 (??/??/??)   37.79   (m)          124.0    (f) RESET       3  
 GV1471
 GV1471.Superseded values are not recommended for survey control.
 GV1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1471.See file dsdata.txt to determine how the superseded data were derived.
 GV1471
 GV1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG191725(NAD 83)
 GV1471_MARKER: DB = BENCH MARK DISK
 GV1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1471_STAMPING: F 292 RESET 1965
 GV1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1471+STABILITY: SURFACE MOTION
 GV1471
 GV1471  HISTORY     - Date     Condition        Report By
 GV1471  HISTORY     - 1965     MONUMENTED       VADH
 GV1471  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV1471  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV1471
 GV1471                          STATION DESCRIPTION
 GV1471
 GV1471'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1965
 GV1471'2.6 MI W FROM KING WILLIAM.
 GV1471'1.15 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE JUNCTION OF
 GV1471'SECONDARY STATE HIGHWAY 619 AT KING WILLIAM, KING WILLIAM COUNTY,
 GV1471'THENCE 1.4 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 629,
 GV1471'0.4 MILES NORTHEAST OF THE Y-JUNCTION OF SECONDARY STATE HIGHWAY
 GV1471'618 LEADING WEST, 0.4 MILES SOUTHWEST OF THE CROSSING OF ACQUINTON
 GV1471'CREEK, 0.15 MILES NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 GV1471'SOUTH, AT THE EDGE OF A WOODS, AND 2 FEET WEST OF A WHITE WOODEN
 GV1471'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GV1471'GROUND.  NEW MARK IS 16 FEET NORTHWEST OF ORIGINAL BENCH MARK
 GV1471'AND 33 FEET NORTHWEST OF CENTERLINE OF STATE HIGHWAY 629.
 GV1471
 GV1471                          STATION RECOVERY (1999)
 GV1471
 GV1471'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1471'MARK NOT FOUND.
 GV1471
 GV1471                          STATION RECOVERY (2003)
 GV1471
 GV1471'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1547 ***********************************************************************
 GV1547  DESIGNATION -  F 293
 GV1547  PID         -  GV1547
 GV1547  STATE/COUNTY-  VA/KING WILLIAM
 GV1547  USGS QUAD   -  MANQUIN (1987)
 GV1547
 GV1547                         *CURRENT SURVEY CONTROL
 GV1547  ___________________________________________________________________
 GV1547* NAD 83(1986)-  37 44 34.     (N)    077 11 06.     (W)     SCALED    
 GV1547* NAVD 88     -        54.904  (meters)     180.13   (feet)  ADJUSTED  
 GV1547  ___________________________________________________________________
 GV1547  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV1547  DYNAMIC HT  -          54.868 (meters)     180.01  (feet)  COMP
 GV1547  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 GV1547
 GV1547  VERT ORDER  -  THIRD
 GV1547
 GV1547.The horizontal coordinates were scaled from a topographic map and have
 GV1547.an estimated accuracy of +/- 6 seconds.
 GV1547
 GV1547.The orthometric height was determined by differential leveling
 GV1547.and adjusted by the National Geodetic Survey in June 1991..
 GV1547
 GV1547.The geoid height was determined by GEOID03.
 GV1547
 GV1547.The dynamic height is computed by dividing the NAVD 88
 GV1547.geopotential number by the normal gravity value computed on the
 GV1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1547.degrees latitude (g = 980.6199 gals.).
 GV1547
 GV1547.The modeled gravity was interpolated from observed gravity values.
 GV1547
 GV1547;                    North         East    Units  Estimated Accuracy
 GV1547;SPC VA S     - 1,157,220.    3,615,890.      MT  (+/- 180 meters Scaled)
 GV1547
 GV1547                          SUPERSEDED SURVEY CONTROL
 GV1547
 GV1547  NGVD 29 (??/??/??)   55.229  (m)          181.20   (f) ADJUSTED    3 0
 GV1547
 GV1547.Superseded values are not recommended for survey control.
 GV1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1547.See file dsdata.txt to determine how the superseded data were derived.
 GV1547
 GV1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG074795(NAD 83)
 GV1547_MARKER: DB = BENCH MARK DISK
 GV1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1547_STAMPING: F 293 1945
 GV1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1547+STABILITY: SURFACE MOTION
 GV1547
 GV1547  HISTORY     - Date     Condition        Report By
 GV1547  HISTORY     - 1945     MONUMENTED       CGS
 GV1547  HISTORY     - 1962     MARK NOT FOUND   CGS
 GV1547  HISTORY     - 19990308 MARK NOT FOUND   USPSQD
 GV1547  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV1547
 GV1547                          STATION DESCRIPTION
 GV1547
 GV1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1547'2.1 MI E FROM ENFIELD.
 GV1547'2.1 MILES EAST ALONG SECONDARY STATE HIGHWAY 605 FROM THE POST
 GV1547'OFFICE AT ENFIELD, KING WILLIAM COUNTY, ON THE PROPERTY OF L.A.
 GV1547'GRAVITT, AT THE JUNCTION OF A PRIVATE LANE LEADING NORTH, 31
 GV1547'FEET NORTHWEST OF THE JUNCTION, 22 FEET NORTH OF THE CENTER
 GV1547'LINE OF THE HIGHWAY, 17.5 FEET WEST OF THE CENTER LINE OF THE
 GV1547'LANE, 2.5 FEET WEST OF THE CORNER OF A 4-FOOT WHITE BOARD FENCE,
 GV1547'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 GV1547'F 293 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GV1547'2 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK MAY ALSO HAVE THE
 GV1547'ADDITIONAL ERRONEOUS STAMPING OF 181.179 FEET.
 GV1547
 GV1547                          STATION RECOVERY (1999)
 GV1547
 GV1547'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV1547'MARK NOT FOUND.
 GV1547
 GV1547                          STATION RECOVERY (2003)
 GV1547
 GV1547'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1367 ***********************************************************************
 GV1367  DESIGNATION -  F 294
 GV1367  PID         -  GV1367
 GV1367  STATE/COUNTY-  VA/KING AND QUEEN
 GV1367  USGS QUAD   -  BEULAHVILLE (1985)
 GV1367
 GV1367                         *CURRENT SURVEY CONTROL
 GV1367  ___________________________________________________________________
 GV1367* NAD 83(1986)-  37 51 36.     (N)    077 07 32.     (W)     SCALED    
 GV1367* NAVD 88     -        14.529  (meters)      47.67   (feet)  ADJUSTED  
 GV1367  ___________________________________________________________________
 GV1367  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 GV1367  DYNAMIC HT  -          14.520 (meters)      47.64  (feet)  COMP
 GV1367  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 GV1367
 GV1367  VERT ORDER  -  THIRD
 GV1367
 GV1367.The horizontal coordinates were scaled from a topographic map and have
 GV1367.an estimated accuracy of +/- 6 seconds.
 GV1367
 GV1367.The orthometric height was determined by differential leveling
 GV1367.and adjusted by the National Geodetic Survey in June 1991..
 GV1367
 GV1367.The geoid height was determined by GEOID03.
 GV1367
 GV1367.The dynamic height is computed by dividing the NAVD 88
 GV1367.geopotential number by the normal gravity value computed on the
 GV1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1367.degrees latitude (g = 980.6199 gals.).
 GV1367
 GV1367.The modeled gravity was interpolated from observed gravity values.
 GV1367
 GV1367;                    North         East    Units  Estimated Accuracy
 GV1367;SPC VA S     - 1,170,310.    3,620,940.      MT  (+/- 180 meters Scaled)
 GV1367
 GV1367                          SUPERSEDED SURVEY CONTROL
 GV1367
 GV1367  NGVD 29 (??/??/??)   14.826  (m)           48.64   (f) ADJUSTED    3 0
 GV1367
 GV1367.Superseded values are not recommended for survey control.
 GV1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1367.See file dsdata.txt to determine how the superseded data were derived.
 GV1367
 GV1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG130924(NAD 83)
 GV1367_MARKER: DB = BENCH MARK DISK
 GV1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1367_STAMPING: F 294 1945
 GV1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1367+STABILITY: SURFACE MOTION
 GV1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1367+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV1367
 GV1367  HISTORY     - Date     Condition        Report By
 GV1367  HISTORY     - 1945     MONUMENTED       CGS
 GV1367  HISTORY     - 1962     GOOD             CGS
 GV1367  HISTORY     - 19940401 GOOD             USPSQD
 GV1367  HISTORY     - 20000108 GOOD             USPSQD
 GV1367  HISTORY     - 20041029 GOOD             USPSQD
 GV1367  HISTORY     - 20060218 GOOD             USPSQD
 GV1367
 GV1367                          STATION DESCRIPTION
 GV1367
 GV1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GV1367'2.9 MI SSW FROM OWENTON.
 GV1367'1.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 GV1367'SECONDARY STATE HIGHWAY 619 AT OWENTON, KING AND QUEEN COUNTY,
 GV1367'THENCE 1.5 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 639,
 GV1367'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 638, AT THE EAST
 GV1367'EDGE OF A LARGE TRIANGLE FORMED AT THE JUNCTION, 15 FEET EAST
 GV1367'OF SECONDARY STATE HIGHWAY 638, AT THE EDGE OF A GROWTH OF
 GV1367'YOUNG PINE TREES (IN 1945), AND 2 FEET NORTH OF A WHITE WOODEN
 GV1367'WITNESS POST.  A STANDARD DISK, STAMPED F 294 1945 AND SET IN
 GV1367'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 GV1367
 GV1367                          STATION RECOVERY (1994)
 GV1367
 GV1367'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1367'RECOVERED IN GOOD CONDITION.
 GV1367
 GV1367                          STATION RECOVERY (2000)
 GV1367
 GV1367'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV1367'RECOVERED IN GOOD CONDITION.
 GV1367
 GV1367                          STATION RECOVERY (2004)
 GV1367
 GV1367'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV1367'MARK IS 25 FT EAST OF RT 638 AND 245 FT SOUTH OF RT 639
 GV1367
 GV1367                          STATION RECOVERY (2006)
 GV1367
 GV1367'RECOVERY NOTE BY US POWER SQUADRON 2006 (DK)
 GV1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0822 ***********************************************************************
 GV0822  DESIGNATION -  F 296
 GV0822  PID         -  GV0822
 GV0822  STATE/COUNTY-  VA/GLOUCESTER
 GV0822  USGS QUAD   -  GLOUCESTER (1986)
 GV0822
 GV0822                         *CURRENT SURVEY CONTROL
 GV0822  ___________________________________________________________________
 GV0822* NAD 83(1986)-  37 27 46.     (N)    076 34 02.     (W)     SCALED    
 GV0822* NAVD 88     -        28.080  (meters)      92.13   (feet)  ADJUSTED  
 GV0822  ___________________________________________________________________
 GV0822  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 GV0822  DYNAMIC HT  -          28.061 (meters)      92.06  (feet)  COMP
 GV0822  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 GV0822
 GV0822  VERT ORDER  -  THIRD
 GV0822
 GV0822.The horizontal coordinates were scaled from a topographic map and have
 GV0822.an estimated accuracy of +/- 6 seconds.
 GV0822
 GV0822.The orthometric height was determined by differential leveling
 GV0822.and adjusted by the National Geodetic Survey in June 1991..
 GV0822
 GV0822.The geoid height was determined by GEOID03.
 GV0822
 GV0822.The dynamic height is computed by dividing the NAVD 88
 GV0822.geopotential number by the normal gravity value computed on the
 GV0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0822.degrees latitude (g = 980.6199 gals.).
 GV0822
 GV0822.The modeled gravity was interpolated from observed gravity values.
 GV0822
 GV0822;                    North         East    Units  Estimated Accuracy
 GV0822;SPC VA S     - 1,127,090.    3,670,970.      MT  (+/- 180 meters Scaled)
 GV0822
 GV0822                          SUPERSEDED SURVEY CONTROL
 GV0822
 GV0822  NGVD 29 (??/??/??)   28.456  (m)           93.36   (f) ADJUSTED    3 0
 GV0822
 GV0822.Superseded values are not recommended for survey control.
 GV0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0822.See file dsdata.txt to determine how the superseded data were derived.
 GV0822
 GV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG614473(NAD 83)
 GV0822_MARKER: DB = BENCH MARK DISK
 GV0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0822_STAMPING: F 296 1945
 GV0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0822+STABILITY: SURFACE MOTION
 GV0822
 GV0822  HISTORY     - Date     Condition        Report By
 GV0822  HISTORY     - 1945     MONUMENTED       CGS
 GV0822  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV0822  HISTORY     - 19970218 MARK NOT FOUND   USPSQD
 GV0822  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0822
 GV0822                          STATION DESCRIPTION
 GV0822
 GV0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV0822'1.9 MI NE FROM ARK.
 GV0822'ORIGINAL DESCRIPTION-- 1.9 MILES NORTHEAST ALONG SECONDARY STATE
 GV0822'HIGHWAY 606 FROM THE POST OFFICE AT ARK, AT THE END OF A LANE
 GV0822'LEADING TO THE R.E. FERRY TWO-STORY FRAME HOUSE, AND 25 FEET EAST
 GV0822'OF THE CENTERLINE OF THE ROAD.
 GV0822
 GV0822                          STATION RECOVERY (1997)
 GV0822
 GV0822'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0822'MARK NOT FOUND.
 GV0822
 GV0822                          STATION RECOVERY (2002)
 GV0822
 GV0822'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0610 ***********************************************************************
 GV0610  DESIGNATION -  F 298
 GV0610  PID         -  GV0610
 GV0610  STATE/COUNTY-  VA/YORK
 GV0610  USGS QUAD   -  YORKTOWN (1994)
 GV0610
 GV0610                         *CURRENT SURVEY CONTROL
 GV0610  ___________________________________________________________________
 GV0610* NAD 83(1986)-  37 14 21.     (N)    076 30 28.     (W)     SCALED    
 GV0610* NAVD 88     -         1.752  (meters)       5.75   (feet)  ADJUSTED  
 GV0610  ___________________________________________________________________
 GV0610  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV0610  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 GV0610  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 GV0610
 GV0610  VERT ORDER  -  FIRST     CLASS I
 GV0610
 GV0610.The horizontal coordinates were scaled from a topographic map and have
 GV0610.an estimated accuracy of +/- 6 seconds.
 GV0610
 GV0610.The orthometric height was determined by differential leveling
 GV0610.and adjusted by the National Geodetic Survey in June 1991..
 GV0610.WARNING-Repeat measurements at this control monument indicate possible
 GV0610.vertical movement.
 GV0610
 GV0610.The geoid height was determined by GEOID03.
 GV0610
 GV0610.The dynamic height is computed by dividing the NAVD 88
 GV0610.geopotential number by the normal gravity value computed on the
 GV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0610.degrees latitude (g = 980.6199 gals.).
 GV0610
 GV0610.The modeled gravity was interpolated from observed gravity values.
 GV0610
 GV0610;                    North         East    Units  Estimated Accuracy
 GV0610;SPC VA S     - 1,102,390.    3,676,750.      MT  (+/- 180 meters Scaled)
 GV0610
 GV0610                          SUPERSEDED SURVEY CONTROL
 GV0610
 GV0610  NGVD 29 (??/??/??)    1.991  (m)            6.53   (f) ADJUSTED    1 1
 GV0610
 GV0610.Superseded values are not recommended for survey control.
 GV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0610.See file dsdata.txt to determine how the superseded data were derived.
 GV0610
 GV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG662224(NAD 83)
 GV0610_MARKER: DB = BENCH MARK DISK
 GV0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0610_SP_SET: FOUNDATION
 GV0610_STAMPING: F 298 1949
 GV0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0610
 GV0610  HISTORY     - Date     Condition        Report By
 GV0610  HISTORY     - 1949     MONUMENTED       CGS
 GV0610  HISTORY     - 1971     GOOD             NGS
 GV0610  HISTORY     - 1987     GOOD             USPSQD
 GV0610
 GV0610                          STATION DESCRIPTION
 GV0610
 GV0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0610'AT YORKTOWN.
 GV0610'AT YORKTOWN, AT THE POST OFFICE BUILDING, 1.3 FEET NORTH OF THE
 GV0610'WEST CORNER OF THE BUILDING, 230 FEET NORTHEAST OF THE CENTER
 GV0610'LINE OF STATE HIGHWAY 238, 59 1/2 FEET SOUTHWEST OF A WOODEN
 GV0610'BULKHEAD ALONG THE SOUTHWEST BANK OF THE YORK RIVER, 9 FEET
 GV0610'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY, AND SET IN THE
 GV0610'CONCRETE FOUNDATION FOR THE POST OFFICE, ABOUT 2 FEET ABOVE THE
 GV0610'LEVEL OF THE HIGHWAY AND LEVEL WITH THE AREA ON THE SIDES AND
 GV0610'REAR OF THE POST OFFICE.
 GV0610
 GV0610                          STATION RECOVERY (1987)
 GV0610
 GV0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAD)
 GV0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0541 ***********************************************************************
 FX0541  DESIGNATION -  F 306
 FX0541  PID         -  FX0541
 FX0541  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0541  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0541
 FX0541                         *CURRENT SURVEY CONTROL
 FX0541  ___________________________________________________________________
 FX0541* NAD 83(1986)-  36 48 59.     (N)    076 01 42.     (W)     SCALED    
 FX0541* NAVD 88     -         7.306  (meters)      23.97   (feet)  ADJUSTED  
 FX0541  ___________________________________________________________________
 FX0541  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX0541  DYNAMIC HT  -           7.300 (meters)      23.95  (feet)  COMP
 FX0541  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 FX0541
 FX0541  VERT ORDER  -  FIRST     CLASS I
 FX0541
 FX0541.The horizontal coordinates were scaled from a topographic map and have
 FX0541.an estimated accuracy of +/- 6 seconds.
 FX0541
 FX0541.The orthometric height was determined by differential leveling
 FX0541.and adjusted by the National Geodetic Survey in June 1991..
 FX0541
 FX0541.The geoid height was determined by GEOID03.
 FX0541
 FX0541.The dynamic height is computed by dividing the NAVD 88
 FX0541.geopotential number by the normal gravity value computed on the
 FX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0541.degrees latitude (g = 980.6199 gals.).
 FX0541
 FX0541.The modeled gravity was interpolated from observed gravity values.
 FX0541
 FX0541;                    North         East    Units  Estimated Accuracy
 FX0541;SPC VA S     - 1,056,490.    3,720,510.      MT  (+/- 180 meters Scaled)
 FX0541
 FX0541                          SUPERSEDED SURVEY CONTROL
 FX0541
 FX0541  NGVD 29 (??/??/92)    7.548  (m)           24.76   (f) ADJ UNCH    1 1
 FX0541
 FX0541.Superseded values are not recommended for survey control.
 FX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0541.See file dsdata.txt to determine how the superseded data were derived.
 FX0541
 FX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF082749(NAD 83)
 FX0541_MARKER: DD = SURVEY DISK
 FX0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0541_SP_SET: BLDG
 FX0541_STAMPING: F 306 1952
 FX0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0541
 FX0541  HISTORY     - Date     Condition        Report By
 FX0541  HISTORY     - 1952     MONUMENTED       CGS
 FX0541  HISTORY     - 1963     GOOD             NGS
 FX0541  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 FX0541
 FX0541                          STATION DESCRIPTION
 FX0541
 FX0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0541'AT OCEANA NAVAL AIR STA.
 FX0541'AT OCEANA NAVAL AIR STATION, ABOUT 0.2 MILE NORTHEAST AND NORTH
 FX0541'ALONG LONDON BRIDGE ROAD FROM THE JUNCTION OF PRINCESS ANNE
 FX0541'ROAD, 107.3 FEET SOUTHEAST OF THE EAST CORNER OF THE SOUTHEAST
 FX0541'WING OF BUILDING E 101, 0.7 FOOT SOUTHWEST OF THE NORTH CORNER
 FX0541'OF THE BUILDING, 21.4 FEET NORTHEAST OF THE WEST CORNER OF THE
 FX0541'BUILDING, SET VERTICALLY IN THE NORTHWEST FACE OF BUILDING E 101,
 FX0541'AND ABOUT 2.9 FEET ABOVE THE LEVEL OF THE GROUND.
 FX0541
 FX0541                          STATION RECOVERY (2001)
 FX0541
 FX0541'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0541'MARK NOT FOUND. EXTERIOR OF BUILDING HAS HAD A NEW FACING INSTALLED.
 FX0541'THIS HAS RESULTED IN THE STATION BEING REMOVED OR FACING BEING
 FX0541'INSTALLED OVER THE STATION. THERE IS PRESENTLY A NEW CONTROL TOWER
 FX0541'BEING INSTALLED. RECOMMEND THAT NEW STATION BE ESTABLISHED AT THIS
 FX0541'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0544 ***********************************************************************
 FX0544  DESIGNATION -  F 307
 FX0544  PID         -  FX0544
 FX0544  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0544  USGS QUAD   -  PRINCESS ANNE (1989)
 FX0544
 FX0544                         *CURRENT SURVEY CONTROL
 FX0544  ___________________________________________________________________
 FX0544* NAD 83(1986)-  36 49 46.     (N)    076 01 09.     (W)     SCALED    
 FX0544* NAVD 88     -         5.336  (meters)      17.51   (feet)  ADJUSTED  
 FX0544  ___________________________________________________________________
 FX0544  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX0544  DYNAMIC HT  -           5.332 (meters)      17.49  (feet)  COMP
 FX0544  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 FX0544
 FX0544  VERT ORDER  -  FIRST     CLASS I
 FX0544
 FX0544.The horizontal coordinates were scaled from a topographic map and have
 FX0544.an estimated accuracy of +/- 6 seconds.
 FX0544
 FX0544.The orthometric height was determined by differential leveling
 FX0544.and adjusted by the National Geodetic Survey in June 1991..
 FX0544
 FX0544.The geoid height was determined by GEOID03.
 FX0544
 FX0544.The dynamic height is computed by dividing the NAVD 88
 FX0544.geopotential number by the normal gravity value computed on the
 FX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0544.degrees latitude (g = 980.6199 gals.).
 FX0544
 FX0544.The modeled gravity was interpolated from observed gravity values.
 FX0544
 FX0544;                    North         East    Units  Estimated Accuracy
 FX0544;SPC VA S     - 1,057,960.    3,721,290.      MT  (+/- 180 meters Scaled)
 FX0544
 FX0544                          SUPERSEDED SURVEY CONTROL
 FX0544
 FX0544  NGVD 29 (??/??/92)    5.587  (m)           18.33   (f) ADJ UNCH    1 1
 FX0544
 FX0544.Superseded values are not recommended for survey control.
 FX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0544.See file dsdata.txt to determine how the superseded data were derived.
 FX0544
 FX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF091764(NAD 83)
 FX0544_MARKER: DB = BENCH MARK DISK
 FX0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0544_SP_SET: CULVERT
 FX0544_STAMPING: F 307 1952
 FX0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0544
 FX0544  HISTORY     - Date     Condition        Report By
 FX0544  HISTORY     - 1952     MONUMENTED       CGS
 FX0544  HISTORY     - 1963     GOOD             NGS
 FX0544
 FX0544                          STATION DESCRIPTION
 FX0544
 FX0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0544'AT OCEANA.
 FX0544'AT OCEANA, ABOUT 1.45 MILES SOUTH ALONG STATE HIGHWAY 615 FROM
 FX0544'THE JUNCTION OF U.S. HIGHWAY 58 AT OCEANA, THENCE ABOUT 0.9 MILE
 FX0544'NORTHWEST ALONG A CONCRETE STREET LEADING THROUGH NAVY BASE, SET
 FX0544'ON TOP OF THE SOUTH END OF EAST HEAD WALL FOR A 15 FOOT CONCRETE
 FX0544'BOX CULVERT WITH ONE DIVIDING PIER, 15 FEET EAST OF THE CENTER
 FX0544'LINE OF STREET, ABOUT 170 FEET SOUTH OF A POINT WHERE THE STREET
 FX0544'ENDS, ABOUT 200 YARDS NORTHEAST OF A LARGE TWO STORY WHITE FRAME
 FX0544'HOUSE, 93 FEET NORTH OF CABLE CROSSING BARRICADE THAT IS ACROSS
 FX0544'THE STREET, AND IS ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0178 ***********************************************************************
 FX0178  DESIGNATION -  F 308
 FX0178  PID         -  FX0178
 FX0178  STATE/COUNTY-  VA/C OF NORFOLK
 FX0178  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0178
 FX0178                         *CURRENT SURVEY CONTROL
 FX0178  ___________________________________________________________________
 FX0178* NAD 83(1986)-  36 50 08.     (N)    076 18 14.     (W)     SCALED    
 FX0178* NAVD 88     -         3.208  (meters)      10.52   (feet)  ADJUSTED  
 FX0178  ___________________________________________________________________
 FX0178  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0178  DYNAMIC HT  -           3.205 (meters)      10.52  (feet)  COMP
 FX0178  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 FX0178
 FX0178  VERT ORDER  -  FIRST     CLASS I
 FX0178
 FX0178.The horizontal coordinates were scaled from a topographic map and have
 FX0178.an estimated accuracy of +/- 6 seconds.
 FX0178
 FX0178.The orthometric height was determined by differential leveling
 FX0178.and adjusted by the National Geodetic Survey in June 1991..
 FX0178
 FX0178.The geoid height was determined by GEOID03.
 FX0178
 FX0178.The dynamic height is computed by dividing the NAVD 88
 FX0178.geopotential number by the normal gravity value computed on the
 FX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0178.degrees latitude (g = 980.6199 gals.).
 FX0178
 FX0178.The modeled gravity was interpolated from observed gravity values.
 FX0178
 FX0178;                    North         East    Units  Estimated Accuracy
 FX0178;SPC VA S     - 1,058,010.    3,695,880.      MT  (+/- 180 meters Scaled)
 FX0178
 FX0178                          SUPERSEDED SURVEY CONTROL
 FX0178
 FX0178  NGVD 29 (??/??/92)    3.447  (m)           11.31   (f) ADJ UNCH    1 1
 FX0178
 FX0178.Superseded values are not recommended for survey control.
 FX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0178.See file dsdata.txt to determine how the superseded data were derived.
 FX0178
 FX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837774(NAD 83)
 FX0178_MARKER: DB = BENCH MARK DISK
 FX0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0178_SP_SET: BUILDING
 FX0178_STAMPING: F 308 1952
 FX0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0178+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 FX0178
 FX0178  HISTORY     - Date     Condition        Report By
 FX0178  HISTORY     - 1952     MONUMENTED       CGS
 FX0178  HISTORY     - 1971     GOOD             NGS
 FX0178  HISTORY     - 19991016 GOOD             USPSQD
 FX0178  HISTORY     - 20010714 GOOD             USPSQD
 FX0178  HISTORY     - 20060225 GOOD             USPSQD
 FX0178
 FX0178                          STATION DESCRIPTION
 FX0178
 FX0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0178'AT PORTSMOUTH.
 FX0178'AT PORTSMOUTH, ABOUT 0.15 MILE WEST ALONG HIGH STREET FROM
 FX0178'THE INTERSECTION OF COURT STREET, NEAR THE INTERSECTION OF
 FX0178'WASHINGTON STREET, SET VERTICALLY IN THE SOUTH STONE FACE OF
 FX0178'THE SOUTHWEST CORNER OF THE ST. PAUL RECTORY (FIRST BUILDING
 FX0178'EAST OF THE CHURCH BUILDING), 25 FEET NORTH OF THE NORTH CURB
 FX0178'OF HIGH STREET, 182 FEET EAST OF THE EAST CURB OF WASHINGTON
 FX0178'STREET, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 FX0178'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 FX0178
 FX0178                          STATION RECOVERY (1999)
 FX0178
 FX0178'RECOVERY NOTE BY US POWER SQUADRON 1999
 FX0178'RECOVERED IN GOOD CONDITION.
 FX0178
 FX0178                          STATION RECOVERY (2001)
 FX0178
 FX0178'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0178'RECOVERED IN GOOD CONDITION.
 FX0178
 FX0178                          STATION RECOVERY (2006)
 FX0178
 FX0178'RECOVERY NOTE BY US POWER SQUADRON 2006 (CDM)
 FX0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0268 ***********************************************************************
 FX0268  DESIGNATION -  F 309
 FX0268  PID         -  FX0268
 FX0268  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0268  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX0268
 FX0268                         *CURRENT SURVEY CONTROL
 FX0268  ___________________________________________________________________
 FX0268* NAD 83(1986)-  36 52 39.     (N)    076 25 31.     (W)     SCALED    
 FX0268* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 FX0268  ___________________________________________________________________
 FX0268  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 FX0268  DYNAMIC HT  -           5.871 (meters)      19.26  (feet)  COMP
 FX0268  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 FX0268
 FX0268  VERT ORDER  -  FIRST     CLASS II
 FX0268
 FX0268.The horizontal coordinates were scaled from a topographic map and have
 FX0268.an estimated accuracy of +/- 6 seconds.
 FX0268
 FX0268.The orthometric height was determined by differential leveling
 FX0268.and adjusted by the National Geodetic Survey in June 1991..
 FX0268
 FX0268.The geoid height was determined by GEOID03.
 FX0268
 FX0268.The dynamic height is computed by dividing the NAVD 88
 FX0268.geopotential number by the normal gravity value computed on the
 FX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0268.degrees latitude (g = 980.6199 gals.).
 FX0268
 FX0268.The modeled gravity was interpolated from observed gravity values.
 FX0268
 FX0268;                    North         East    Units  Estimated Accuracy
 FX0268;SPC VA S     - 1,062,420.    3,684,950.      MT  (+/- 180 meters Scaled)
 FX0268
 FX0268                          SUPERSEDED SURVEY CONTROL
 FX0268
 FX0268  NGVD 29 (??/??/92)    6.253  (m)           20.52   (f) ADJ UNCH    1 2
 FX0268
 FX0268.Superseded values are not recommended for survey control.
 FX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0268.See file dsdata.txt to determine how the superseded data were derived.
 FX0268
 FX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF729822(NAD 83)
 FX0268_MARKER: DB = BENCH MARK DISK
 FX0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0268_STAMPING: F 309 1952
 FX0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0268+STABILITY: SURFACE MOTION
 FX0268
 FX0268  HISTORY     - Date     Condition        Report By
 FX0268  HISTORY     - 1952     MONUMENTED       CGS
 FX0268  HISTORY     - 1971     GOOD             NGS
 FX0268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX0268  HISTORY     - 20030716 MARK NOT FOUND   JCLS
 FX0268
 FX0268                          STATION DESCRIPTION
 FX0268
 FX0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0268'0.2 MI NE FROM HUNTERVILLE.
 FX0268'ABOUT 0.25 MILE NORTHEAST ALONG COUNTY ROAD 658 FROM THE LITTLE
 FX0268'GROVE BAPTIST CHURCH AT HUNTERVILLE, ABOUT 0.1 MILE SOUTHWEST
 FX0268'OF THE JUNCTION OF THE ROAD AND STATE HIGHWAY 135, ABOUT 1.1
 FX0268'MILES NORTHEAST OF THE JUNCTION OF THE ROAD AND U.S. HIGHWAY 17,
 FX0268'20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20.2 FEET SOUTHEAST
 FX0268'OF THE SOUTHEAST CORNER OF A PORCH ON THE ZACK WALLACE HOUSE,
 FX0268'45 FEET WEST OF POWER POLE NUMBER TB 78, 15.8 FEET NORTHEAST OF
 FX0268'THE SOUTHEAST CORNER OF A FENCE AROUND THE LAWN, ABOUT LEVEL
 FX0268'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST THAT IS
 FX0268'LEVEL WITH THE SURFACE OF THE GROUND.  NOTE-- THIS MARK MAY BE
 FX0268'REACHED BY GOING 7.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM
 FX0268'THE SOUTHEAST END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT
 FX0268'CRITTENDEN, THENCE 0.85 MILE NORTH ALONG STATE HIGHWAY 135,
 FX0268'THENCE 0.1 MILE SOUTHWEST ALONG COUNTY ROAD 658.
 FX0268
 FX0268                          STATION RECOVERY (2001)
 FX0268
 FX0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FX0268
 FX0268                          STATION RECOVERY (2003)
 FX0268
 FX0268'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 FX0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0044 ***********************************************************************
 FX0044  DESIGNATION -  F 310
 FX0044  PID         -  FX0044
 FX0044  STATE/COUNTY-  VA/C OF NORFOLK
 FX0044  USGS QUAD   -  LITTLE CREEK (1989)
 FX0044
 FX0044                         *CURRENT SURVEY CONTROL
 FX0044  ___________________________________________________________________
 FX0044* NAD 83(1986)-  36 56 16.     (N)    076 13 14.     (W)     SCALED    
 FX0044* NAVD 88     -         2.074  (meters)       6.80   (feet)  ADJUSTED  
 FX0044  ___________________________________________________________________
 FX0044  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0044  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 FX0044  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 FX0044  OBS GRAVITY -     979,872.7   (mgal)                       GRAV_OBS
 FX0044
 FX0044  VERT ORDER  -  FIRST     CLASS I
 FX0044
 FX0044.The horizontal coordinates were scaled from a topographic map and have
 FX0044.an estimated accuracy of +/- 6 seconds.
 FX0044
 FX0044.The orthometric height was determined by differential leveling
 FX0044.and adjusted by the National Geodetic Survey in June 1991..
 FX0044.WARNING-Repeat measurements at this control monument indicate possible
 FX0044.vertical movement.
 FX0044
 FX0044.The geoid height was determined by GEOID03.
 FX0044
 FX0044.The dynamic height is computed by dividing the NAVD 88
 FX0044.geopotential number by the normal gravity value computed on the
 FX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0044.degrees latitude (g = 980.6199 gals.).
 FX0044
 FX0044.The modeled gravity was interpolated from observed gravity values.
 FX0044.The observed gravity was obtained from relative gravimeter ties
 FX0044.to the IGSN71 gravity network.
 FX0044
 FX0044;                    North         East    Units  Estimated Accuracy
 FX0044;SPC VA S     - 1,069,530.    3,703,040.      MT  (+/- 180 meters Scaled)
 FX0044
 FX0044                          SUPERSEDED SURVEY CONTROL
 FX0044
 FX0044  NGVD 29 (??/??/92)    2.325  (m)            7.63   (f) ADJ UNCH    1 1
 FX0044
 FX0044.Superseded values are not recommended for survey control.
 FX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0044.See file dsdata.txt to determine how the superseded data were derived.
 FX0044
 FX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF913886(NAD 83)
 FX0044_MARKER: DB = BENCH MARK DISK
 FX0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0044_STAMPING: F 310 1952
 FX0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0044+STABILITY: SURFACE MOTION
 FX0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0044+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 FX0044
 FX0044  HISTORY     - Date     Condition        Report By
 FX0044  HISTORY     - 1952     MONUMENTED       CGS
 FX0044  HISTORY     - 1972     GOOD             NGS
 FX0044  HISTORY     - 1978     GOOD             DMA
 FX0044  HISTORY     - 1979     GOOD             NGS
 FX0044  HISTORY     - 1989     GOOD             USPSQD
 FX0044  HISTORY     - 19970528 GOOD             USPSQD
 FX0044  HISTORY     - 20021012 GOOD             USPSQD
 FX0044
 FX0044                          STATION DESCRIPTION
 FX0044
 FX0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FX0044'2.7 MI SE FROM OCEAN VIEW.
 FX0044'AT NORFOLK, ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM
 FX0044'THE JUNCTION OF STATE HIGHWAY 168 AT OCEAN VIEW (A SUB-DIVISION OF
 FX0044'NORFOLK), 0.1 MILE SOUTHEAST OF THE JUNCTION OF CAPE VIEW AVENUE,
 FX0044'28 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF
 FX0044'THE HIGHWAY, 37.8 FEET NORTH OF THE NORTH CORNER OF 2 STORY
 FX0044'BRICK APARTMENT BUILDING NO. 1951, 36.5 FEET NORTHEAST OF THE
 FX0044'EAST CORNER OF A 2 STORY FRAME BUILDING WITH ASBESTOS SIDING,
 FX0044'7.8 FEET NORTHWEST OF A CONCRETE BLOCK RETAINING WALL, 1 FOOT
 FX0044'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 7 1/2
 FX0044'FEET NORTHWEST OF POWER LINE POLE RP 10, 1 FOOT ABOVE THE LEVEL OF
 FX0044'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FX0044'THE DRIVEWAY.  NOTE-- THE POST IS NOW SURROUNDED BY A SLOPING
 FX0044'CONCRETE DRIVEWAY.  THE POST APPEARS TO BE LEANING A LITTLE TO
 FX0044'THE SOUTH BUT IS SOLID IN THE GROUND.
 FX0044
 FX0044                          STATION RECOVERY (1978)
 FX0044
 FX0044'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FX0044'RECOVERED IN GOOD CONDITION.
 FX0044
 FX0044                          STATION RECOVERY (1979)
 FX0044
 FX0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0044'RECOVERED IN GOOD CONDITION.
 FX0044
 FX0044                          STATION RECOVERY (1989)
 FX0044
 FX0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDM)
 FX0044'RECOVERED IN GOOD CONDITION.
 FX0044
 FX0044                          STATION RECOVERY (1997)
 FX0044
 FX0044'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0044'RECOVERED IN GOOD CONDITION.
 FX0044
 FX0044                          STATION RECOVERY (2002)
 FX0044
 FX0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM)
 FX0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0085 ***********************************************************************
 FW0085  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0085  DESIGNATION -  F 311 RESET 1967
 FW0085  PID         -  FW0085
 FW0085  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW0085  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW0085
 FW0085                         *CURRENT SURVEY CONTROL
 FW0085  ___________________________________________________________________
 FW0085* NAD 83(1986)-  36 49 51.     (N)    075 58 21.     (W)     SCALED    
 FW0085* NAVD 88     -        10.75   (meters)      35.3    (feet)  RESET     
 FW0085  ___________________________________________________________________
 FW0085  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 FW0085
 FW0085  VERT ORDER  -  THIRD
 FW0085
 FW0085.The horizontal coordinates were scaled from a topographic map and have
 FW0085.an estimated accuracy of +/- 6 seconds.
 FW0085
 FW0085.The orthometric height was computed from unverified reset data.
 FW0085.No vertical observational check was made to the station.
 FW0085
 FW0085.This Tidal Bench Mark is designated as VM 3512
 FW0085.by the Center for Operational Oceanographic Products and Services.
 FW0085
 FW0085.This Tidal Bench Mark is designated as VM 3519
 FW0085.by the Center for Operational Oceanographic Products and Services.
 FW0085
 FW0085.The geoid height was determined by GEOID03.
 FW0085
 FW0085;                    North         East    Units  Estimated Accuracy
 FW0085;SPC VA S     - 1,058,230.    3,725,450.      MT  (+/- 180 meters Scaled)
 FW0085
 FW0085                          SUPERSEDED SURVEY CONTROL
 FW0085
 FW0085  NGVD 29 (??/??/??)   11.00   (m)           36.1    (f) RESET       3  
 FW0085
 FW0085.Superseded values are not recommended for survey control.
 FW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0085.See file dsdata.txt to determine how the superseded data were derived.
 FW0085
 FW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF132765(NAD 83)
 FW0085_MARKER: DB = BENCH MARK DISK
 FW0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0085_SP_SET: BRIDGE
 FW0085_STAMPING: F 311 RESET 1967
 FW0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0085
 FW0085  HISTORY     - Date     Condition        Report By
 FW0085  HISTORY     - 1967     MONUMENTED       CGS
 FW0085  HISTORY     - 1989     GOOD             USPSQD
 FW0085
 FW0085                          STATION DESCRIPTION
 FW0085
 FW0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FW0085'AT VIRGINIA BEACH.
 FW0085'IN THE SOUTHEAST END OF THE NEW BRIDGE OVER RUDEE INLET IN THE
 FW0085'CITY OF VIRGINIA BEACH.  DISK IS SET FLUSH IN CONCRETE POST AT
 FW0085'TERMINATION OF WING WALL AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 FW0085'THE BRIDGE FLOOR.
 FW0085
 FW0085                          STATION RECOVERY (1989)
 FW0085
 FW0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
 FW0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0197 ***********************************************************************
 GV0197  DESIGNATION -  F 312
 GV0197  PID         -  GV0197
 GV0197  STATE/COUNTY-  VA/C OF HAMPTON
 GV0197  USGS QUAD   -  HAMPTON (1986)
 GV0197
 GV0197                         *CURRENT SURVEY CONTROL
 GV0197  ___________________________________________________________________
 GV0197* NAD 83(1986)-  37 01 20.     (N)    076 20 16.     (W)     SCALED    
 GV0197* NAVD 88     -         2.254  (meters)       7.39   (feet)  ADJUSTED  
 GV0197  ___________________________________________________________________
 GV0197  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 GV0197  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 GV0197  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 GV0197
 GV0197  VERT ORDER  -  FIRST     CLASS I
 GV0197
 GV0197.The horizontal coordinates were scaled from a topographic map and have
 GV0197.an estimated accuracy of +/- 6 seconds.
 GV0197
 GV0197.The orthometric height was determined by differential leveling
 GV0197.and adjusted by the National Geodetic Survey in June 1991..
 GV0197.WARNING-Repeat measurements at this control monument indicate possible
 GV0197.vertical movement.
 GV0197
 GV0197.The geoid height was determined by GEOID03.
 GV0197
 GV0197.The dynamic height is computed by dividing the NAVD 88
 GV0197.geopotential number by the normal gravity value computed on the
 GV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0197.degrees latitude (g = 980.6199 gals.).
 GV0197
 GV0197.The modeled gravity was interpolated from observed gravity values.
 GV0197
 GV0197;                    North         East    Units  Estimated Accuracy
 GV0197;SPC VA S     - 1,078,650.    3,692,380.      MT  (+/- 180 meters Scaled)
 GV0197
 GV0197                          SUPERSEDED SURVEY CONTROL
 GV0197
 GV0197  NGVD 29 (??/??/??)    2.504  (m)            8.22   (f) ADJUSTED    1 1
 GV0197
 GV0197.Superseded values are not recommended for survey control.
 GV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0197.See file dsdata.txt to determine how the superseded data were derived.
 GV0197
 GV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF810981(NAD 83)
 GV0197_MARKER: DB = BENCH MARK DISK
 GV0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0197_SP_SET: SIDEWALK
 GV0197_STAMPING: F 312 1952
 GV0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0197+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 GV0197
 GV0197  HISTORY     - Date     Condition        Report By
 GV0197  HISTORY     - 1952     MONUMENTED       CGS
 GV0197  HISTORY     - 1971     GOOD             NGS
 GV0197  HISTORY     - 1978     GOOD             DMA
 GV0197  HISTORY     - 19910316 GOOD             USPSQD
 GV0197  HISTORY     - 20010906 GOOD             GEOMET
 GV0197
 GV0197                          STATION DESCRIPTION
 GV0197
 GV0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0197'AT HAMPTON.
 GV0197'AT HAMPTON, ABOUT 0.4 MILE SOUTHEAST ALONG QUEEN STREET (U.S.
 GV0197'HIGHWAY 60 AND STATE HIGHWAY 143) FROM THE POST OFFICE AT HAMPTON,
 GV0197'ON THE GROUNDS OF THE HAMPTON INSTITUTE, 143 FEET SOUTHEAST OF
 GV0197'THE CENTER LINE OF TYLER STREET, 53 FEET SOUTH OF AND ACROSS A
 GV0197'PAVED ROAD LEADING TO THE NATIONAL CEMETERY FROM A LARGE SYCAMORE
 GV0197'TREE, 19 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD
 GV0197'LEADING TO THE CEMETERY, 49 FEET NORTHWEST OF THE NORTH CORNER
 GV0197'OF ARMSTRONG HALL, 22.3 FEET NORTHEAST OF THE NORTHEAST FACE OF
 GV0197'A LARGE ROUND BUILDING (AUDIO-VIDIO), 0.5 FOOT SOUTHWEST OF THE
 GV0197'SOUTHWEST EDGE OF A CONCRETE SIDEWALK AND 5 INCHES BELOW THE
 GV0197'LEVEL OF THE SIDEWALK.
 GV0197
 GV0197                          STATION RECOVERY (1978)
 GV0197
 GV0197'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0197'MARK IS SET IN A CONCRETE POST.
 GV0197
 GV0197                          STATION RECOVERY (1991)
 GV0197
 GV0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (MEL)
 GV0197'RECOVERED IN GOOD CONDITION.
 GV0197
 GV0197                          STATION RECOVERY (2001)
 GV0197
 GV0197'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 GV0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2361 ***********************************************************************
 HV2361  DESIGNATION -  F 314
 HV2361  PID         -  HV2361
 HV2361  STATE/COUNTY-  VA/FAIRFAX
 HV2361  USGS QUAD   -  FORT BELVOIR (1983)
 HV2361
 HV2361                         *CURRENT SURVEY CONTROL
 HV2361  ___________________________________________________________________
 HV2361* NAD 83(1986)-  38 43 49.     (N)    077 11 19.     (W)     SCALED    
 HV2361* NAVD 88     -        33.316  (meters)     109.30   (feet)  ADJUSTED  
 HV2361  ___________________________________________________________________
 HV2361  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HV2361  DYNAMIC HT  -          33.297 (meters)     109.24  (feet)  COMP
 HV2361  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 HV2361  OBS GRAVITY -     980,066.4   (mgal)                       GRAV_OBS
 HV2361
 HV2361  VERT ORDER  -  FIRST     CLASS I
 HV2361
 HV2361.The horizontal coordinates were scaled from a topographic map and have
 HV2361.an estimated accuracy of +/- 6 seconds.
 HV2361
 HV2361.The orthometric height was determined by differential leveling
 HV2361.and adjusted by the National Geodetic Survey in June 1991..
 HV2361
 HV2361.The geoid height was determined by GEOID03.
 HV2361
 HV2361.The dynamic height is computed by dividing the NAVD 88
 HV2361.geopotential number by the normal gravity value computed on the
 HV2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2361.degrees latitude (g = 980.6199 gals.).
 HV2361
 HV2361.The modeled gravity was interpolated from observed gravity values.
 HV2361.The observed gravity was obtained from relative gravimeter ties
 HV2361.to the IGSN71 gravity network.
 HV2361
 HV2361;                    North         East    Units  Estimated Accuracy
 HV2361;SPC VA N     - 2,118,870.    3,614,020.      MT  (+/- 180 meters Scaled)
 HV2361
 HV2361                          SUPERSEDED SURVEY CONTROL
 HV2361
 HV2361  NGVD 29 (??/??/??)   33.561  (m)          110.11   (f) ADJUSTED    1 1
 HV2361
 HV2361.Superseded values are not recommended for survey control.
 HV2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2361.See file dsdata.txt to determine how the superseded data were derived.
 HV2361
 HV2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH097891(NAD 83)
 HV2361_MARKER: DB = BENCH MARK DISK
 HV2361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2361_SP_SET: FOUNDATION
 HV2361_STAMPING: F 314 1955
 HV2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2361
 HV2361  HISTORY     - Date     Condition        Report By
 HV2361  HISTORY     - 1955     MONUMENTED       CGS
 HV2361  HISTORY     - 1971     GOOD             NGS
 HV2361  HISTORY     - 1978     GOOD             DMA
 HV2361
 HV2361                          STATION DESCRIPTION
 HV2361
 HV2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2361'0.6 MI S FROM NEWINGTON.
 HV2361'ABOUT 0.55 MILE SOUTH ALONG THE RICHMOND, FREDERICKSBURG AND
 HV2361'POTOMAC RAILROAD FROM THE STATION AT NEWINGTON, 20 1/2 RAILS
 HV2361'NORTHEAST OF MILEPOST 96, SET VERTICALLY IN THE NORTHWEST FACE
 HV2361'OF THE SOUTHEAST CONCRETE FOUNDATION WHICH SUPPORTS 2 CONCRETE
 HV2361'PILLARS FOR THE RAILROAD UNDERPASS FOR BACKLICK ROAD (COUNTY
 HV2361'ROAD 617), 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 HV2361'SOUTHEAST TRACK, 0.7 FOOT SOUTHWEST OF THE NORTH CORNER OF THE
 HV2361'FOUNDATION, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 HV2361'2 FEET BELOW THE LEVEL OF THE TRACKS.
 HV2361
 HV2361                          STATION RECOVERY (1978)
 HV2361
 HV2361'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0694 ***********************************************************************
 GY0694  DESIGNATION -  F 316
 GY0694  PID         -  GY0694
 GY0694  STATE/COUNTY-  VA/BUCHANAN
 GY0694  USGS QUAD   -  ELKHORN CITY (1978)
 GY0694
 GY0694                         *CURRENT SURVEY CONTROL
 GY0694  ___________________________________________________________________
 GY0694* NAD 83(1986)-  37 17 38.     (N)    082 19 53.     (W)     SCALED    
 GY0694* NAVD 88     -       279.000  (meters)     915.35   (feet)  ADJUSTED  
 GY0694  ___________________________________________________________________
 GY0694  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GY0694  DYNAMIC HT  -         278.773 (meters)     914.61  (feet)  COMP
 GY0694  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 GY0694
 GY0694  VERT ORDER  -  SECOND    CLASS 0
 GY0694
 GY0694.The horizontal coordinates were scaled from a topographic map and have
 GY0694.an estimated accuracy of +/- 6 seconds.
 GY0694
 GY0694.The orthometric height was determined by differential leveling
 GY0694.and adjusted by the National Geodetic Survey in June 1991..
 GY0694
 GY0694.The geoid height was determined by GEOID03.
 GY0694
 GY0694.The dynamic height is computed by dividing the NAVD 88
 GY0694.geopotential number by the normal gravity value computed on the
 GY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0694.degrees latitude (g = 980.6199 gals.).
 GY0694
 GY0694.The modeled gravity was interpolated from observed gravity values.
 GY0694
 GY0694;                    North         East    Units  Estimated Accuracy
 GY0694;SPC VA S     - 1,113,490.    3,160,390.      MT  (+/- 180 meters Scaled)
 GY0694
 GY0694                          SUPERSEDED SURVEY CONTROL
 GY0694
 GY0694  NGVD 29 (??/??/92)  279.20   (m)          916.0    (f) COMPUTED    2 0
 GY0694
 GY0694.Superseded values are not recommended for survey control.
 GY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0694.See file dsdata.txt to determine how the superseded data were derived.
 GY0694
 GY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB819283(NAD 83)
 GY0694_MARKER: DB = BENCH MARK DISK
 GY0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0694_SP_SET: BRIDGE
 GY0694_STAMPING: F 316 1952 937.104
 GY0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0694
 GY0694  HISTORY     - Date     Condition        Report By
 GY0694  HISTORY     - 1952     MONUMENTED       CGS
 GY0694  HISTORY     - 1956     GOOD             NGS
 GY0694
 GY0694                          STATION DESCRIPTION
 GY0694
 GY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0694'AT KELSA.
 GY0694'AT KELSA, ALONG THE NORFOLK AND WESTERN RAILROAD, 0.2 MILE SOUTH
 GY0694'OF MILEPOST D 8, SET IN THE TOP OF THE WEST END OF THE NORTH
 GY0694'ABUTMENT OF BRIDGE NO. 2509 OVER KNOX CREEK, 5.5 FEET WEST OF THE
 GY0694'WEST RAIL, 290 FEET SOUTH AND ACROSS TRACK FROM THE STATION SIGN
 GY0694'KELSA, AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0635 ***********************************************************************
 GY0635  DESIGNATION -  F 317
 GY0635  PID         -  GY0635
 GY0635  STATE/COUNTY-  VA/BUCHANAN
 GY0635  USGS QUAD   -  GRUNDY (1977)
 GY0635
 GY0635                         *CURRENT SURVEY CONTROL
 GY0635  ___________________________________________________________________
 GY0635* NAD 83(1986)-  37 21 54.     (N)    082 03 07.     (W)     SCALED    
 GY0635* NAVD 88     -       408.961  (meters)    1341.73   (feet)  ADJUSTED  
 GY0635  ___________________________________________________________________
 GY0635  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY0635  DYNAMIC HT  -         408.627 (meters)    1340.64  (feet)  COMP
 GY0635  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GY0635
 GY0635  VERT ORDER  -  SECOND    CLASS 0
 GY0635
 GY0635.The horizontal coordinates were scaled from a topographic map and have
 GY0635.an estimated accuracy of +/- 6 seconds.
 GY0635
 GY0635.The orthometric height was determined by differential leveling
 GY0635.and adjusted by the National Geodetic Survey in June 1991..
 GY0635
 GY0635.The geoid height was determined by GEOID03.
 GY0635
 GY0635.The dynamic height is computed by dividing the NAVD 88
 GY0635.geopotential number by the normal gravity value computed on the
 GY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0635.degrees latitude (g = 980.6199 gals.).
 GY0635
 GY0635.The modeled gravity was interpolated from observed gravity values.
 GY0635
 GY0635;                    North         East    Units  Estimated Accuracy
 GY0635;SPC VA S     - 1,120,410.    3,185,450.      MT  (+/- 180 meters Scaled)
 GY0635
 GY0635                          SUPERSEDED SURVEY CONTROL
 GY0635
 GY0635  NGVD 29 (??/??/92)  409.149  (m)         1342.35   (f) ADJ UNCH    2 0
 GY0635
 GY0635.Superseded values are not recommended for survey control.
 GY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0635.See file dsdata.txt to determine how the superseded data were derived.
 GY0635
 GY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB068358(NAD 83)
 GY0635_MARKER: DB = BENCH MARK DISK
 GY0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GY0635_SP_SET: CULVERT
 GY0635_STAMPING: F 317 1952 1342.350
 GY0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GY0635
 GY0635  HISTORY     - Date     Condition        Report By
 GY0635  HISTORY     - 1952     MONUMENTED       CGS
 GY0635  HISTORY     - 1956     POOR             NGS
 GY0635
 GY0635                          STATION DESCRIPTION
 GY0635
 GY0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0635'1.8 MI E FROM HOME CREEK.
 GY0635'1.85 MILES EAST ALONG COUNTY ROAD 650 FROM THE POST OFFICE AND
 GY0635'MINE COMMISSARY AT HOME CREEK, 0.65 MILE NORTH OF THE JUNCTION OF
 GY0635'COUNTY ROAD 651, SOUTHEAST TO ROSEANN, 0.55 MILE NORTH OF CHURCH
 GY0635'AT RAITT, SET IN THE TOP OF SMALL SHELF ON THE SOUTHEAST WING
 GY0635'WALL OF AN 8 BY 7 FOOT BOX CULVERT AND UNDERPASS FOR SMALL ROAD
 GY0635'UNDER THE NORFOLK AND WESTERN RAILROAD, 24 FEET WEST OF THE
 GY0635'CENTER OF ROAD, 15 FEET SOUTH OF CENTER OF ROAD WEST UNDER TRACKS
 GY0635'AND THROUGH CULVERT, 6.5 FEET WEST OF EAST END OF WING WALL AND
 GY0635'ABOUT 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0958 ***********************************************************************
 GY0958  DESIGNATION -  F 318
 GY0958  PID         -  GY0958
 GY0958  STATE/COUNTY-  VA/WISE
 GY0958  USGS QUAD   -  FLAT GAP (1978)
 GY0958
 GY0958                         *CURRENT SURVEY CONTROL
 GY0958  ___________________________________________________________________
 GY0958* NAD 83(1986)-  37 06 35.     (N)    082 39 35.     (W)     SCALED    
 GY0958* NAVD 88     -       495.044  (meters)    1624.16   (feet)  ADJUSTED  
 GY0958  ___________________________________________________________________
 GY0958  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GY0958  DYNAMIC HT  -         494.619 (meters)    1622.76  (feet)  COMP
 GY0958  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 GY0958
 GY0958  VERT ORDER  -  SECOND    CLASS 0
 GY0958
 GY0958.The horizontal coordinates were scaled from a topographic map and have
 GY0958.an estimated accuracy of +/- 6 seconds.
 GY0958
 GY0958.The orthometric height was determined by differential leveling
 GY0958.and adjusted by the National Geodetic Survey in June 1991..
 GY0958
 GY0958.The geoid height was determined by GEOID03.
 GY0958
 GY0958.The dynamic height is computed by dividing the NAVD 88
 GY0958.geopotential number by the normal gravity value computed on the
 GY0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0958.degrees latitude (g = 980.6199 gals.).
 GY0958
 GY0958.The modeled gravity was interpolated from observed gravity values.
 GY0958
 GY0958;                    North         East    Units  Estimated Accuracy
 GY0958;SPC VA S     - 1,094,300.    3,130,410.      MT  (+/- 180 meters Scaled)
 GY0958
 GY0958                          SUPERSEDED SURVEY CONTROL
 GY0958
 GY0958  NGVD 29 (??/??/92)  495.190  (m)         1624.64   (f) ADJ UNCH    2 0
 GY0958
 GY0958.Superseded values are not recommended for survey control.
 GY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0958.See file dsdata.txt to determine how the superseded data were derived.
 GY0958
 GY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB525083(NAD 83)
 GY0958_MARKER: DB = BENCH MARK DISK
 GY0958_SETTING: 66 = SET IN ROCK OUTCROP
 GY0958_SP_SET: ROCK CUT
 GY0958_STAMPING: F 318 1953 1624.636
 GY0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0958+STABILITY: POSITION/ELEVATION WELL
 GY0958
 GY0958  HISTORY     - Date     Condition        Report By
 GY0958  HISTORY     - 1953     MONUMENTED       CGS
 GY0958  HISTORY     - 1956     GOOD             NGS
 GY0958
 GY0958                          STATION DESCRIPTION
 GY0958
 GY0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0958'4.9 MI SW FROM POUND.
 GY0958'1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 GY0958'STATE HIGHWAY 83 AT POUND, THENCE 3.65 MILES WEST AND SOUTHWEST
 GY0958'ALONG COUNTY ROAD NO. 630, 0.8 MILE NORTHEAST OF THE JUNCTION OF
 GY0958'COUNTY ROAD NO. 671, ABOUT 106 YARDS SOUTHWEST OF SOUTHWEST END OF
 GY0958'A NARROW BRIDGE OVER NORTH FORK OF POUND RIVER, SET VERTICALLY IN
 GY0958'THE NORTHWEST FACE OF A 7-FOOT HIGH ROCK CUT, 14 FEET SOUTHEAST
 GY0958'OF CENTER OF ROAD, 15 YARDS NORTHEAST OF SOUTHWEST END OF CUT
 GY0958'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0983 ***********************************************************************
 GY0983  DESIGNATION -  F 319
 GY0983  PID         -  GY0983
 GY0983  STATE/COUNTY-  VA/WISE
 GY0983  USGS QUAD   -  FLAT GAP (1978)
 GY0983
 GY0983                         *CURRENT SURVEY CONTROL
 GY0983  ___________________________________________________________________
 GY0983* NAD 83(1986)-  37 05 27.     (N)    082 39 14.     (W)     SCALED    
 GY0983* NAVD 88     -       499.079  (meters)    1637.39   (feet)  ADJUSTED  
 GY0983  ___________________________________________________________________
 GY0983  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 GY0983  DYNAMIC HT  -         498.649 (meters)    1635.98  (feet)  COMP
 GY0983  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 GY0983
 GY0983  VERT ORDER  -  SECOND    CLASS 0
 GY0983
 GY0983.The horizontal coordinates were scaled from a topographic map and have
 GY0983.an estimated accuracy of +/- 6 seconds.
 GY0983
 GY0983.The orthometric height was determined by differential leveling
 GY0983.and adjusted by the National Geodetic Survey in June 1991..
 GY0983
 GY0983.The geoid height was determined by GEOID03.
 GY0983
 GY0983.The dynamic height is computed by dividing the NAVD 88
 GY0983.geopotential number by the normal gravity value computed on the
 GY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0983.degrees latitude (g = 980.6199 gals.).
 GY0983
 GY0983.The modeled gravity was interpolated from observed gravity values.
 GY0983
 GY0983;                    North         East    Units  Estimated Accuracy
 GY0983;SPC VA S     - 1,092,190.    3,130,830.      MT  (+/- 180 meters Scaled)
 GY0983
 GY0983                          SUPERSEDED SURVEY CONTROL
 GY0983
 GY0983  NGVD 29 (??/??/92)  499.225  (m)         1637.87   (f) ADJ UNCH    2 0
 GY0983
 GY0983.Superseded values are not recommended for survey control.
 GY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0983.See file dsdata.txt to determine how the superseded data were derived.
 GY0983
 GY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB530062(NAD 83)
 GY0983_MARKER: DB = BENCH MARK DISK
 GY0983_SETTING: 66 = SET IN ROCK OUTCROP
 GY0983_SP_SET: ROCK CUT
 GY0983_STAMPING: F 319 1953 1637.874
 GY0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0983+STABILITY: POSITION/ELEVATION WELL
 GY0983
 GY0983  HISTORY     - Date     Condition        Report By
 GY0983  HISTORY     - 1953     MONUMENTED       CGS
 GY0983  HISTORY     - 1956     GOOD             NGS
 GY0983
 GY0983                          STATION DESCRIPTION
 GY0983
 GY0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GY0983'1 MI NE FROM DEWEY.
 GY0983'1.0 MILE NORTHEAST ALONG COUNTY ROAD 620 FROM THE SCHOOL AT
 GY0983'DEWEY, AT THE JUNCTION OF COUNTY ROAD 671, ON THE INSIDE OF A
 GY0983'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST IN ROAD 671,
 GY0983'SET VERTICALLY ABOUT 4 1/2 FEET ABOVE BOTTOM OF DITCH IN THE
 GY0983'SOUTHEAST FACE OF A 2-FOOT THICK LAYER OF ROCK AT THE EAST END
 GY0983'OF A ROCK CUT, 22 FEET NORTH OF THE CENTER OF COUNTY ROAD 671, 65
 GY0983'FEET NORTHEAST OF CENTER OF JUNCTION AND ABOUT 3 1/2 FEET ABOVE
 GY0983'LEVEL OF ROAD 671.  NOTE-- MARK IS REACHED FROM POUND, WISE
 GY0983'COUNTY, VIRGINIA BY GOING 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY
 GY0983'23 FROM THE JUNCTION OF STATE HIGHWAY 83, THENCE 4.45 MILES
 GY0983'WEST AND SOUTHWEST ALONG COUNTY ROAD 630, THENCE 0.85 MILE
 GY0983'SOUTHEAST ALONG ROAD 671.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0549 ***********************************************************************
 FZ0549  DESIGNATION -  F 32
 FZ0549  PID         -  FZ0549
 FZ0549  STATE/COUNTY-  VA/CARROLL
 FZ0549  USGS QUAD   -  CANA (1985)
 FZ0549
 FZ0549                         *CURRENT SURVEY CONTROL
 FZ0549  ___________________________________________________________________
 FZ0549* NAD 83(1986)-  36 37 09.     (N)    080 41 31.     (W)     SCALED    
 FZ0549* NAVD 88     -       530.771  (meters)    1741.37   (feet)  POSTED    
 FZ0549  ___________________________________________________________________
 FZ0549  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 FZ0549  DYNAMIC HT  -         530.270 (meters)    1739.73  (feet)  COMP
 FZ0549  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FZ0549
 FZ0549  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FZ0549
 FZ0549.The horizontal coordinates were scaled from a topographic map and have
 FZ0549.an estimated accuracy of +/- 6 seconds.
 FZ0549
 FZ0549.The orthometric height was determined by differential leveling
 FZ0549.and adjusted by the National Geodetic Survey in 1992..
 FZ0549.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FZ0549.rate of 1.1 thru 2.0 mm/km.
 FZ0549
 FZ0549.The geoid height was determined by GEOID03.
 FZ0549
 FZ0549.The dynamic height is computed by dividing the NAVD 88
 FZ0549.geopotential number by the normal gravity value computed on the
 FZ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0549.degrees latitude (g = 980.6199 gals.).
 FZ0549
 FZ0549.The modeled gravity was interpolated from observed gravity values.
 FZ0549
 FZ0549;                    North         East    Units  Estimated Accuracy
 FZ0549;SPC VA S     - 1,034,000.    3,303,930.      MT  (+/- 180 meters Scaled)
 FZ0549
 FZ0549                          SUPERSEDED SURVEY CONTROL
 FZ0549
 FZ0549  NGVD 29 (??/??/92)  530.928  (m)         1741.89   (f) ADJ UNCH    2 0
 FZ0549
 FZ0549.Superseded values are not recommended for survey control.
 FZ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0549.See file dsdata.txt to determine how the superseded data were derived.
 FZ0549
 FZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA275526(NAD 83)
 FZ0549_MARKER: DB = BENCH MARK DISK
 FZ0549_SETTING: 80 = SET IN A BOULDER
 FZ0549_STAMPING: F 32 1933
 FZ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0549+STABILITY: SURFACE MOTION
 FZ0549
 FZ0549  HISTORY     - Date     Condition        Report By
 FZ0549  HISTORY     - 1933     MONUMENTED       CGS
 FZ0549  HISTORY     - 1934     GOOD             NGS
 FZ0549
 FZ0549                          STATION DESCRIPTION
 FZ0549
 FZ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0549'10 MI N FROM MT AIRY.
 FZ0549'IN CARROLL COUNTY, VIRGINIA, ABOUT 10 MILES NORTHWEST ALONG U.S.
 FZ0549'HIGHWAY 121 FROM MOUNT AIRY, SURRY COUNTY, NORTH CAROLINA, JUST
 FZ0549'SOUTH OF THE LOWER END OF THE GRADE LEADING UP THE MOUNTAIN TO
 FZ0549'FANCY GAP, ABOUT 50 FEET EAST OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER
 FZ0549'THAN THE HIGHWAY, IN THE TOP OF A LARGE EMBEDDED BOULDER.  A
 FZ0549'STANDARD DISK, STAMPED F 32 1933.
 FZ0549
 FZ0549                          STATION RECOVERY (1934)
 FZ0549
 FZ0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FZ0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1338 ***********************************************************************
 GA1338  DESIGNATION -  F 320
 GA1338  PID         -  GA1338
 GA1338  STATE/COUNTY-  VA/WISE
 GA1338  USGS QUAD   -  APPALACHIA (1991)
 GA1338
 GA1338                         *CURRENT SURVEY CONTROL
 GA1338  ___________________________________________________________________
 GA1338* NAD 83(1986)-  36 55 16.     (N)    082 50 28.     (W)     SCALED    
 GA1338* NAVD 88     -       716.934  (meters)    2352.14   (feet)  ADJUSTED  
 GA1338  ___________________________________________________________________
 GA1338  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA1338  DYNAMIC HT  -         716.279 (meters)    2349.99  (feet)  COMP
 GA1338  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 GA1338
 GA1338  VERT ORDER  -  SECOND    CLASS 0
 GA1338
 GA1338.The horizontal coordinates were scaled from a topographic map and have
 GA1338.an estimated accuracy of +/- 6 seconds.
 GA1338
 GA1338.The orthometric height was determined by differential leveling
 GA1338.and adjusted by the National Geodetic Survey in June 1991..
 GA1338
 GA1338.The geoid height was determined by GEOID03.
 GA1338
 GA1338.The dynamic height is computed by dividing the NAVD 88
 GA1338.geopotential number by the normal gravity value computed on the
 GA1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1338.degrees latitude (g = 980.6199 gals.).
 GA1338
 GA1338.The modeled gravity was interpolated from observed gravity values.
 GA1338
 GA1338;                    North         East    Units  Estimated Accuracy
 GA1338;SPC VA S     - 1,074,120.    3,113,340.      MT  (+/- 180 meters Scaled)
 GA1338
 GA1338                          SUPERSEDED SURVEY CONTROL
 GA1338
 GA1338  NGVD 29 (??/??/92)  717.030  (m)         2352.46   (f) ADJ UNCH    2 0
 GA1338
 GA1338.Superseded values are not recommended for survey control.
 GA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1338.See file dsdata.txt to determine how the superseded data were derived.
 GA1338
 GA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA360877(NAD 83)
 GA1338_MARKER: DB = BENCH MARK DISK
 GA1338_SETTING: 66 = SET IN ROCK OUTCROP
 GA1338_SP_SET: ROCK CUT
 GA1338_STAMPING: F 320 1953 2352.456
 GA1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1338+STABILITY: POSITION/ELEVATION WELL
 GA1338
 GA1338  HISTORY     - Date     Condition        Report By
 GA1338  HISTORY     - 1953     MONUMENTED       CGS
 GA1338  HISTORY     - 1956     GOOD             NGS
 GA1338
 GA1338                          STATION DESCRIPTION
 GA1338
 GA1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GA1338'4.7 MI W FROM APPALACHIA.
 GA1338'4.7 MILES WEST ALONG STATE HIGHWAY 160 FROM JUNCTION OF U.S.
 GA1338'HIGHWAY 23 AND HIGH SCHOOL AT APPALACHIA, NEAR THE CENTER OF A
 GA1338'0.15 MILE NORTH-SOUTH TANGENT IN HIGHWAY, DOWN HILL TO THE SOUTH,
 GA1338'ON THE EAST SLOPE OF BLACK MOUNTAIN, SET VERTICALLY IN THE EAST
 GA1338'FACE OF A 12-FOOT HIGH CLIFF IN A ROCK CUT, 20.5 FEET WEST OF
 GA1338'CENTER LINE OF HIGHWAY, 2 FEET SOUTH OF SOUTH EDGE OF A 2 1/2 FOOT
 GA1338'PROJECTION OF ROCK PROJECTING OUT OF CUT AND ABOUT 3 FEET ABOVE
 GA1338'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1534 ***********************************************************************
 GA1534  DESIGNATION -  F 321
 GA1534  PID         -  GA1534
 GA1534  STATE/COUNTY-  VA/LEE
 GA1534  USGS QUAD   -  PENNINGTON GAP (1990)
 GA1534
 GA1534                         *CURRENT SURVEY CONTROL
 GA1534  ___________________________________________________________________
 GA1534* NAD 83(1986)-  36 46 41.     (N)    083 03 15.     (W)     SCALED    
 GA1534* NAVD 88     -       439.896  (meters)    1443.23   (feet)  ADJUSTED  
 GA1534  ___________________________________________________________________
 GA1534  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GA1534  DYNAMIC HT  -         439.507 (meters)    1441.95  (feet)  COMP
 GA1534  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 GA1534
 GA1534  VERT ORDER  -  SECOND    CLASS 0
 GA1534
 GA1534.The horizontal coordinates were scaled from a topographic map and have
 GA1534.an estimated accuracy of +/- 6 seconds.
 GA1534
 GA1534.The orthometric height was determined by differential leveling
 GA1534.and adjusted by the National Geodetic Survey in June 1991..
 GA1534
 GA1534.The geoid height was determined by GEOID03.
 GA1534
 GA1534.The dynamic height is computed by dividing the NAVD 88
 GA1534.geopotential number by the normal gravity value computed on the
 GA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1534.degrees latitude (g = 980.6199 gals.).
 GA1534
 GA1534.The modeled gravity was interpolated from observed gravity values.
 GA1534
 GA1534;                    North         East    Units  Estimated Accuracy
 GA1534;SPC VA S     - 1,059,160.    3,093,610.      MT  (+/- 180 meters Scaled)
 GA1534
 GA1534                          SUPERSEDED SURVEY CONTROL
 GA1534
 GA1534  NGVD 29 (??/??/92)  440.026  (m)         1443.65   (f) ADJ UNCH    2 0
 GA1534
 GA1534.Superseded values are not recommended for survey control.
 GA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1534.See file dsdata.txt to determine how the superseded data were derived.
 GA1534
 GA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA166722(NAD 83)
 GA1534_MARKER: DB = BENCH MARK DISK
 GA1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1534_SP_SET: ABUTMENT
 GA1534_STAMPING: F 321 1953 1443.652
 GA1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1534
 GA1534  HISTORY     - Date     Condition        Report By
 GA1534  HISTORY     - 1953     MONUMENTED       CGS
 GA1534  HISTORY     - 1956     GOOD             NGS
 GA1534
 GA1534                          STATION DESCRIPTION
 GA1534
 GA1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1534'2.7 MI NW FROM PENNINGTON GAP.
 GA1534'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM THE JUNCTION
 GA1534'OF ALTERNATE U.S. HIGHWAY 58 AT PENNINGTON GAP, AT THE JUNCTION
 GA1534'OF COUNTY ROAD 606 LEADING NORTHEAST TO KEOKEE, AT STONE CREEK,
 GA1534'ABOUT 50 YARDS NORTH OF CENTER OF JUNCTION, IN THE TOP OF THE
 GA1534'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A ROAD 606
 GA1534'STEEL BRIDGE OVER NORTH FORK OF POWELL RIVER, 11 FEET NORTHWEST
 GA1534'OF CENTER LINE OF ROAD 606, 45 FEET NORTHEAST OF CENTER LINE OF
 GA1534'ROAD 711 LEADING NORTHWEST AND ABOUT LEVEL WITH BRIDGE FLOOR.
 GA1534
 GA1534                          STATION RECOVERY (1956)
 GA1534
 GA1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1298 ***********************************************************************
 GA1298  DESIGNATION -  F 322
 GA1298  PID         -  GA1298
 GA1298  STATE/COUNTY-  VA/LEE
 GA1298  USGS QUAD   -  KEOKEE (1978)
 GA1298
 GA1298                         *CURRENT SURVEY CONTROL
 GA1298  ___________________________________________________________________
 GA1298* NAD 83(1986)-  36 51 55.     (N)    082 54 01.     (W)     SCALED    
 GA1298* NAVD 88     -       650.728  (meters)    2134.93   (feet)  ADJUSTED  
 GA1298  ___________________________________________________________________
 GA1298  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GA1298  DYNAMIC HT  -         650.139 (meters)    2133.00  (feet)  COMP
 GA1298  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 GA1298
 GA1298  VERT ORDER  -  SECOND    CLASS 0
 GA1298
 GA1298.The horizontal coordinates were scaled from a topographic map and have
 GA1298.an estimated accuracy of +/- 6 seconds.
 GA1298
 GA1298.The orthometric height was determined by differential leveling
 GA1298.and adjusted by the National Geodetic Survey in June 1991..
 GA1298
 GA1298.The geoid height was determined by GEOID03.
 GA1298
 GA1298.The dynamic height is computed by dividing the NAVD 88
 GA1298.geopotential number by the normal gravity value computed on the
 GA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1298.degrees latitude (g = 980.6199 gals.).
 GA1298
 GA1298.The modeled gravity was interpolated from observed gravity values.
 GA1298
 GA1298;                    North         East    Units  Estimated Accuracy
 GA1298;SPC VA S     - 1,068,180.    3,107,780.      MT  (+/- 180 meters Scaled)
 GA1298
 GA1298                          SUPERSEDED SURVEY CONTROL
 GA1298
 GA1298  NGVD 29 (??/??/92)  650.834  (m)         2135.28   (f) ADJ UNCH    2 0
 GA1298
 GA1298.Superseded values are not recommended for survey control.
 GA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1298.See file dsdata.txt to determine how the superseded data were derived.
 GA1298
 GA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA306816(NAD 83)
 GA1298_MARKER: DB = BENCH MARK DISK
 GA1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA1298_SP_SET: BUILDING
 GA1298_STAMPING: F 322 1953
 GA1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA1298
 GA1298  HISTORY     - Date     Condition        Report By
 GA1298  HISTORY     - 1953     MONUMENTED       CGS
 GA1298  HISTORY     - 1956     GOOD             NGS
 GA1298
 GA1298                          STATION DESCRIPTION
 GA1298
 GA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GA1298'AT KEOKEE.
 GA1298'AT KEOKEE, ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 606 FROM THE
 GA1298'HIGH SCHOOL, SET VERTICALLY IN THE NORTH FACE AT NORTHWEST
 GA1298'CORNER OF STONE MASONRY AUDITORIUM AND GYMNASIUM OF HIGH SCHOOL,
 GA1298'1 1/2 FEET EAST OF NORTHWEST CORNER OF BUILDING, 94 FEET SOUTHEAST
 GA1298'OF CENTER OF JUNCTION OF ROAD 606 AND ROAD 624 LEADING NORTHWEST
 GA1298'AND UPHILL, AND ABOUT 2 1/2 FEET ABOVE GROUND.
 GA1298
 GA1298                          STATION RECOVERY (1956)
 GA1298
 GA1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GA1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0412 ***********************************************************************
 FX0412  DESIGNATION -  F 323
 FX0412  PID         -  FX0412
 FX0412  STATE/COUNTY-  VA/C OF NORFOLK
 FX0412  USGS QUAD   -  BOWERS HILL (1986)
 FX0412
 FX0412                         *CURRENT SURVEY CONTROL
 FX0412  ___________________________________________________________________
 FX0412* NAD 83(1986)-  36 46 42.     (N)    076 25 40.     (W)     SCALED    
 FX0412* NAVD 88     -         6.004  (meters)      19.70   (feet)  ADJUSTED  
 FX0412  ___________________________________________________________________
 FX0412  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 FX0412  DYNAMIC HT  -           5.999 (meters)      19.68  (feet)  COMP
 FX0412  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 FX0412
 FX0412  VERT ORDER  -  FIRST     CLASS II
 FX0412
 FX0412.The horizontal coordinates were scaled from a topographic map and have
 FX0412.an estimated accuracy of +/- 6 seconds.
 FX0412
 FX0412.The orthometric height was determined by differential leveling
 FX0412.and adjusted by the National Geodetic Survey in June 1991..
 FX0412
 FX0412.The geoid height was determined by GEOID03.
 FX0412
 FX0412.The dynamic height is computed by dividing the NAVD 88
 FX0412.geopotential number by the normal gravity value computed on the
 FX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0412.degrees latitude (g = 980.6199 gals.).
 FX0412
 FX0412.The modeled gravity was interpolated from observed gravity values.
 FX0412
 FX0412;                    North         East    Units  Estimated Accuracy
 FX0412;SPC VA S     - 1,051,410.    3,684,970.      MT  (+/- 180 meters Scaled)
 FX0412
 FX0412                          SUPERSEDED SURVEY CONTROL
 FX0412
 FX0412  NGVD 29 (??/??/92)    6.400  (m)           21.00   (f) ADJ UNCH    1 2
 FX0412
 FX0412.Superseded values are not recommended for survey control.
 FX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0412.See file dsdata.txt to determine how the superseded data were derived.
 FX0412
 FX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF725712(NAD 83)
 FX0412_MARKER: DB = BENCH MARK DISK
 FX0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0412_SP_SET: BRIDGE
 FX0412_STAMPING: F 323 1953
 FX0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0412
 FX0412  HISTORY     - Date     Condition        Report By
 FX0412  HISTORY     - 1953     MONUMENTED       CGS
 FX0412  HISTORY     - 1960     GOOD             NGS
 FX0412  HISTORY     - 1978     GOOD             NGS
 FX0412
 FX0412                          STATION DESCRIPTION
 FX0412
 FX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0412'0.9 MI W FROM SUNRAY.
 FX0412'ABOUT 0.9 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 FX0412'AT SUNRAY, ABOUT 1.0 MILE EAST OF INTERSECTION OF THE SEABOARD
 FX0412'AIR LINE RAILWAY AND VIRGINIAN RAILWAY AT ALGREN, IN THE TOP OF
 FX0412'THE SOUTH END OF WEST CONCRETE ABUTMENT OF A 12-FOOT CONCRETE
 FX0412'BRIDGE UNDER TRACK, 6 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK
 FX0412'AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.  NOTE-- MARK PROJECTS
 FX0412'7.90 FEET ABOVE W/C OF DRAIN, 15 FEET NORTH TO THE CENTERLINE OF
 FX0412'RAILROAD TRACKS = LEVEL, 48 FEET SOUTHWEST TO THE CENTERLINE OF
 FX0412'ROAD.  P.I. WITH PAVEMENT DRIVE. = 3.30 FEET.
 FX0412
 FX0412                          STATION RECOVERY (1960)
 FX0412
 FX0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0412'RECOVERED IN GOOD CONDITION.
 FX0412
 FX0412                          STATION RECOVERY (1978)
 FX0412
 FX0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0883 ***********************************************************************
 FX0883  DESIGNATION -  F 324 RESET 1963
 FX0883  PID         -  FX0883
 FX0883  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0883  USGS QUAD   -  CHUCKATUCK (1990)
 FX0883
 FX0883                         *CURRENT SURVEY CONTROL
 FX0883  ___________________________________________________________________
 FX0883* NAD 83(1986)-  36 45 04.     (N)    076 35 02.     (W)     SCALED    
 FX0883* NAVD 88     -        10.089  (meters)      33.10   (feet)  ADJUSTED  
 FX0883  ___________________________________________________________________
 FX0883  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FX0883  DYNAMIC HT  -          10.081 (meters)      33.07  (feet)  COMP
 FX0883  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 FX0883
 FX0883  VERT ORDER  -  FIRST     CLASS II
 FX0883
 FX0883.The horizontal coordinates were scaled from a topographic map and have
 FX0883.an estimated accuracy of +/- 6 seconds.
 FX0883
 FX0883.The orthometric height was determined by differential leveling
 FX0883.and adjusted by the National Geodetic Survey in June 1991..
 FX0883
 FX0883.The geoid height was determined by GEOID03.
 FX0883
 FX0883.The dynamic height is computed by dividing the NAVD 88
 FX0883.geopotential number by the normal gravity value computed on the
 FX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0883.degrees latitude (g = 980.6199 gals.).
 FX0883
 FX0883.The modeled gravity was interpolated from observed gravity values.
 FX0883
 FX0883;                    North         East    Units  Estimated Accuracy
 FX0883;SPC VA S     - 1,048,100.    3,671,100.      MT  (+/- 180 meters Scaled)
 FX0883
 FX0883                          SUPERSEDED SURVEY CONTROL
 FX0883
 FX0883  NGVD 29 (??/??/??)   10.50   (m)           34.4    (f) RESET       3  
 FX0883
 FX0883.Superseded values are not recommended for survey control.
 FX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0883.See file dsdata.txt to determine how the superseded data were derived.
 FX0883
 FX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF586684(NAD 83)
 FX0883_MARKER: DB = BENCH MARK DISK
 FX0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0883_SP_SET: MONUMENT
 FX0883_STAMPING: F 324 RESET 1963
 FX0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0883
 FX0883  HISTORY     - Date     Condition        Report By
 FX0883  HISTORY     - 1963     MONUMENTED       CGS
 FX0883  HISTORY     - 1979     GOOD             NGS
 FX0883
 FX0883                          STATION DESCRIPTION
 FX0883
 FX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0883'0.9 MI N FROM SUFFOLK.
 FX0883'0.9 MILE NORTH ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF U.S.
 FX0883'HIGHWAY 58 AND THE COURT HOUSE AT SUFFOLK ON PROPERTY OF RADIO
 FX0883'STATION WLPM, 115 FEET SOUTH OF THE SOUTH EDGE OF ROAD LEADING
 FX0883'TO CEMETERY, 110 FEET NORTHEAST OF RADIO TOWER, 62 FEET
 FX0883'NORTH OF THE NORTHWEST CORNER OF RADIO STATION BUILDING, AND SET
 FX0883'IN A CONCRETE MONUMENT ABOUT 1 FOOT IN DIAMETER AND FLUSH WITH
 FX0883'THE SURFACE.
 FX0883
 FX0883                          STATION RECOVERY (1979)
 FX0883
 FX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0883'NOTE=THE RADIO STATION IS NOW WFOG, THE MARK HAS BEEN HIT BY A
 FX0883'LAWN MOWER BUT CAN STILL BE USED.  DELETE=62 FEET NORTH OF THE
 FX0883'NORTHWEST CORNER OF THE RADIO STATION BUILDING.  ADD=16 FEET NORTH
 FX0883'OF THE NORTHWEST CORNER OF THE RADIO STATION BUILDING.
 FX0883'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0868 ***********************************************************************
 FX0868  DESIGNATION -  F 325
 FX0868  PID         -  FX0868
 FX0868  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0868  USGS QUAD   -  SUFFOLK (1997)
 FX0868
 FX0868                         *CURRENT SURVEY CONTROL
 FX0868  ___________________________________________________________________
 FX0868* NAD 83(1986)-  36 43 54.     (N)    076 36 44.     (W)     SCALED    
 FX0868* NAVD 88     -        12.366  (meters)      40.57   (feet)  ADJUSTED  
 FX0868  ___________________________________________________________________
 FX0868  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 FX0868  DYNAMIC HT  -          12.357 (meters)      40.54  (feet)  COMP
 FX0868  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 FX0868
 FX0868  VERT ORDER  -  FIRST     CLASS II
 FX0868
 FX0868.The horizontal coordinates were scaled from a topographic map and have
 FX0868.an estimated accuracy of +/- 6 seconds.
 FX0868
 FX0868.The orthometric height was determined by differential leveling
 FX0868.and adjusted by the National Geodetic Survey in June 1991..
 FX0868
 FX0868.The geoid height was determined by GEOID03.
 FX0868
 FX0868.The dynamic height is computed by dividing the NAVD 88
 FX0868.geopotential number by the normal gravity value computed on the
 FX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0868.degrees latitude (g = 980.6199 gals.).
 FX0868
 FX0868.The modeled gravity was interpolated from observed gravity values.
 FX0868
 FX0868;                    North         East    Units  Estimated Accuracy
 FX0868;SPC VA S     - 1,045,890.    3,668,610.      MT  (+/- 180 meters Scaled)
 FX0868
 FX0868                          SUPERSEDED SURVEY CONTROL
 FX0868
 FX0868  NGVD 29 (??/??/92)   12.790  (m)           41.96   (f) ADJ UNCH    1 2
 FX0868
 FX0868.Superseded values are not recommended for survey control.
 FX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0868.See file dsdata.txt to determine how the superseded data were derived.
 FX0868
 FX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF560663(NAD 83)
 FX0868_MARKER: DB = BENCH MARK DISK
 FX0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0868_STAMPING: F 325 1953
 FX0868_PROJECTION: PROJECTING 5 CENTIMETERS
 FX0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0868+STABILITY: SURFACE MOTION
 FX0868
 FX0868  HISTORY     - Date     Condition        Report By
 FX0868  HISTORY     - 1953     MONUMENTED       CGS
 FX0868  HISTORY     - 1960     GOOD             NGS
 FX0868  HISTORY     - 1978     GOOD             NGS
 FX0868
 FX0868                          STATION DESCRIPTION
 FX0868
 FX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0868'1.8 MI W FROM SUFFOLK.
 FX0868'1.8 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX0868'STATION AT SUFFOLK, ABOUT 0.3 MILE WEST OF MILE POST 19, ABOUT
 FX0868'0.8 MILE EAST OF OVERPASS OF THE NORFOLK AND WESTERN RAILWAY OVER
 FX0868'S.A.L. RY., 34 FEET NORTH OF A SIGN KILBY, 46 FEET NORTH OF NORTH
 FX0868'RAIL, 66 FEET NORTHWEST OF CENTER OF CROSSING OF A ROAD LEADING
 FX0868'SOUTH TO SINCLAIR OIL COMPANY BULK STATION AND TO U.S. HIGHWAY
 FX0868'58, 38 FEET WEST OF A 48-INCH WATER OAK TREE, 95 FEET EAST OF
 FX0868'NORTH END OF A 2-FOOT STONE CULVERT UNDER TRACK AND SET IN THE
 FX0868'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0868
 FX0868                          STATION RECOVERY (1960)
 FX0868
 FX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FX0868'RECOVERED IN GOOD CONDITION.
 FX0868
 FX0868                          STATION RECOVERY (1978)
 FX0868
 FX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0868'DELETE=34 FEET NORTH OF SIGN KILBY.  ADD=34 FEET NORTH-NORTHEAST
 FX0868'OF POST AND SIGN, SIDING 1 MILE.  NOTE=SINCLAIR OIL COMPANY IS NOW
 FX0868'GRIFFIN OIL COMPANY.
 FX0868'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1982 ***********************************************************************
 GX1982  DESIGNATION -  F 326
 GX1982  PID         -  GX1982
 GX1982  STATE/COUNTY-  VA/TAZEWELL
 GX1982  USGS QUAD   -  AMONATE (1977)
 GX1982
 GX1982                         *CURRENT SURVEY CONTROL
 GX1982  ___________________________________________________________________
 GX1982* NAD 83(1986)-  37 08 30.     (N)    081 38 19.     (W)     SCALED    
 GX1982* NAVD 88     -       575.250  (meters)    1887.30   (feet)  ADJUSTED  
 GX1982  ___________________________________________________________________
 GX1982  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 GX1982  DYNAMIC HT  -         574.745 (meters)    1885.64  (feet)  COMP
 GX1982  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 GX1982
 GX1982  VERT ORDER  -  SECOND    CLASS 0
 GX1982
 GX1982.The horizontal coordinates were scaled from a topographic map and have
 GX1982.an estimated accuracy of +/- 6 seconds.
 GX1982
 GX1982.The orthometric height was determined by differential leveling
 GX1982.and adjusted by the National Geodetic Survey in June 1991..
 GX1982
 GX1982.The geoid height was determined by GEOID03.
 GX1982
 GX1982.The dynamic height is computed by dividing the NAVD 88
 GX1982.geopotential number by the normal gravity value computed on the
 GX1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1982.degrees latitude (g = 980.6199 gals.).
 GX1982
 GX1982.The modeled gravity was interpolated from observed gravity values.
 GX1982
 GX1982;                    North         East    Units  Estimated Accuracy
 GX1982;SPC VA S     - 1,094,340.    3,221,210.      MT  (+/- 180 meters Scaled)
 GX1982
 GX1982                          SUPERSEDED SURVEY CONTROL
 GX1982
 GX1982  NGVD 29 (??/??/92)  575.377  (m)         1887.72   (f) ADJ UNCH    2 0
 GX1982
 GX1982.Superseded values are not recommended for survey control.
 GX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1982.See file dsdata.txt to determine how the superseded data were derived.
 GX1982
 GX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB432107(NAD 83)
 GX1982_MARKER: DB = BENCH MARK DISK
 GX1982_SETTING: 66 = SET IN ROCK OUTCROP
 GX1982_SP_SET: OUTCROP
 GX1982_STAMPING: F 326 1958
 GX1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1982+STABILITY: POSITION/ELEVATION WELL
 GX1982
 GX1982  HISTORY     - Date     Condition        Report By
 GX1982  HISTORY     - 1958     MONUMENTED       CGS
 GX1982
 GX1982                          STATION DESCRIPTION
 GX1982
 GX1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1982'4.8 MI N FROM MAXWELL.
 GX1982'4.75 MILES NORTH ALONG ROAD NO. 637 FROM THE CROSSING OF THE
 GX1982'NORFOLK AND WESTERN RAILWAY AT MAXWELL, ON THE WEST SLOPE OF A
 GX1982'GRADE, 33 FEET NORTH OF CENTER LINE OF ROAD, 67 FEET NORTHWEST
 GX1982'AND ACROSS ROAD FROM TELEPHONE POLE NO. 147, 35 YARDS NORTHWEST
 GX1982'OF A POWER LINE CROSSING, 20 FEET NORTHEAST OF A 24-INCH OAK
 GX1982'TREE, 4 1/2 FEET SOUTH OF A FENCE LINE, SET IN THE TOP OF THE
 GX1982'NORTHWEST END OF A LARGE SLOPING ROCK OUTCROP AND ABOUT 12 FEET
 GX1982'ABOVE LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM THE POST
 GX1982'OFFICE AT BANDY, TAZEWELL COUNTY, BY GOING ABOUT 0.95 MILE SOUTH
 GX1982'ALONG ROAD NO. 627, THENCE ABOUT 3.5 MILES NORTHEAST ALONG ROAD
 GX1982'NO. 626, THENCE ABOUT 0.85 MILE SOUTH ALONG ROAD 637.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1359 ***********************************************************************
 GX1359  DESIGNATION -  F 327
 GX1359  PID         -  GX1359
 GX1359  STATE/COUNTY-  VA/TAZEWELL
 GX1359  USGS QUAD   -  TIPTOP (1976)
 GX1359
 GX1359                         *CURRENT SURVEY CONTROL
 GX1359  ___________________________________________________________________
 GX1359* NAD 83(1986)-  37 13 19.     (N)    081 26 34.     (W)     SCALED    
 GX1359* NAVD 88     -       853.826  (meters)    2801.26   (feet)  ADJUSTED  
 GX1359  ___________________________________________________________________
 GX1359  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GX1359  DYNAMIC HT  -         853.055 (meters)    2798.73  (feet)  COMP
 GX1359  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 GX1359
 GX1359  VERT ORDER  -  SECOND    CLASS 0
 GX1359
 GX1359.The horizontal coordinates were scaled from a topographic map and have
 GX1359.an estimated accuracy of +/- 6 seconds.
 GX1359
 GX1359.The orthometric height was determined by differential leveling
 GX1359.and adjusted by the National Geodetic Survey in June 1991..
 GX1359
 GX1359.The geoid height was determined by GEOID03.
 GX1359
 GX1359.The dynamic height is computed by dividing the NAVD 88
 GX1359.geopotential number by the normal gravity value computed on the
 GX1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1359.degrees latitude (g = 980.6199 gals.).
 GX1359
 GX1359.The modeled gravity was interpolated from observed gravity values.
 GX1359
 GX1359;                    North         East    Units  Estimated Accuracy
 GX1359;SPC VA S     - 1,102,680.    3,238,880.      MT  (+/- 180 meters Scaled)
 GX1359
 GX1359                          SUPERSEDED SURVEY CONTROL
 GX1359
 GX1359  NGVD 29 (??/??/92)  853.938  (m)         2801.63   (f) ADJ UNCH    2 0
 GX1359
 GX1359.Superseded values are not recommended for survey control.
 GX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1359.See file dsdata.txt to determine how the superseded data were derived.
 GX1359
 GX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB607195(NAD 83)
 GX1359_MARKER: DB = BENCH MARK DISK
 GX1359_SETTING: 66 = SET IN ROCK OUTCROP
 GX1359_SP_SET: ROCK CUT
 GX1359_STAMPING: F 327 1958
 GX1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1359+STABILITY: POSITION/ELEVATION WELL
 GX1359
 GX1359  HISTORY     - Date     Condition        Report By
 GX1359  HISTORY     - 1958     MONUMENTED       CGS
 GX1359
 GX1359                          STATION DESCRIPTION
 GX1359
 GX1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1359'1.6 MI N FROM TIPTOP.
 GX1359'ABOUT 1.6 MILES NORTH ALONG BLACK TOP ROAD 655 FROM THE NORFOLK
 GX1359'AND WESTERN RAILWAY STATION AT TIPTOP, 0.9 MILE NORTHWEST OF A
 GX1359'SIDE ROAD NO. 653, ON THE NORTHWEST SLOPE OF A LONG CROOKED
 GX1359'GRADE, SET VERTICALLY IN THE NORTH FACE OF A 20-FOOT LONG AND
 GX1359'6-FOOT HIGH ROCK CUT, 1 FOOT ABOVE THE GROUND, 17 FEET SOUTH OF
 GX1359'THE CENTER LINE OF THE ROAD, 6 FEET EAST OF THE WEST END OF THE
 GX1359'CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1690 ***********************************************************************
 GX1690  DESIGNATION -  F 328
 GX1690  PID         -  GX1690
 GX1690  STATE/COUNTY-  VA/BUCHANAN
 GX1690  USGS QUAD   -  PANTHER (1977)
 GX1690
 GX1690                         *CURRENT SURVEY CONTROL
 GX1690  ___________________________________________________________________
 GX1690* NAD 83(1986)-  37 23 07.     (N)    081 59 54.     (W)     SCALED    
 GX1690* NAVD 88     -       331.672  (meters)    1088.16   (feet)  ADJUSTED  
 GX1690  ___________________________________________________________________
 GX1690  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GX1690  DYNAMIC HT  -         331.404 (meters)    1087.28  (feet)  COMP
 GX1690  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GX1690
 GX1690  VERT ORDER  -  SECOND    CLASS 0
 GX1690
 GX1690.The horizontal coordinates were scaled from a topographic map and have
 GX1690.an estimated accuracy of +/- 6 seconds.
 GX1690
 GX1690.The orthometric height was determined by differential leveling
 GX1690.and adjusted by the National Geodetic Survey in June 1991..
 GX1690
 GX1690.The geoid height was determined by GEOID03.
 GX1690
 GX1690.The dynamic height is computed by dividing the NAVD 88
 GX1690.geopotential number by the normal gravity value computed on the
 GX1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1690.degrees latitude (g = 980.6199 gals.).
 GX1690
 GX1690.The modeled gravity was interpolated from observed gravity values.
 GX1690
 GX1690;                    North         East    Units  Estimated Accuracy
 GX1690;SPC VA S     - 1,122,480.    3,190,270.      MT  (+/- 180 meters Scaled)
 GX1690
 GX1690                          SUPERSEDED SURVEY CONTROL
 GX1690
 GX1690  NGVD 29 (??/??/92)  331.866  (m)         1088.80   (f) ADJ UNCH    2 0
 GX1690
 GX1690.Superseded values are not recommended for survey control.
 GX1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1690.See file dsdata.txt to determine how the superseded data were derived.
 GX1690
 GX1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB116380(NAD 83)
 GX1690_MARKER: DB = BENCH MARK DISK
 GX1690_SETTING: 66 = SET IN ROCK OUTCROP
 GX1690_SP_SET: ROCK CUT
 GX1690_STAMPING: F 328 1958
 GX1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1690+STABILITY: POSITION/ELEVATION WELL
 GX1690
 GX1690  HISTORY     - Date     Condition        Report By
 GX1690  HISTORY     - 1958     MONUMENTED       CGS
 GX1690
 GX1690                          STATION DESCRIPTION
 GX1690
 GX1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1690'3.4 MI SE FROM HURLEY.
 GX1690'ABOUT 3.35 MILES SOUTHEAST ALONG ROAD NO. 643 FROM THE JUNCTION
 GX1690'OF ROAD NO. 650 AT HURLEY, AT BLACKEY, ABOUT 102 YARDS WEST
 GX1690'OF WEST END OF A STEEL BRIDGE OVER KNOX CREEK, SET VERTICALLY
 GX1690'IN THE SOUTH FACE OF A LAYER OF ROCK IN A CUT AND UNDER AN
 GX1690'OVERHANG IN CUT, 19 FEET NORTH OF CENTER LINE OF ROAD, AND
 GX1690'ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1809 ***********************************************************************
 GX1809  DESIGNATION -  F 329
 GX1809  PID         -  GX1809
 GX1809  STATE/COUNTY-  VA/TAZEWELL
 GX1809  USGS QUAD   -  RICHLANDS (1978)
 GX1809
 GX1809                         *CURRENT SURVEY CONTROL
 GX1809  ___________________________________________________________________
 GX1809* NAD 83(1986)-  37 05 38.     (N)    081 48 48.     (W)     SCALED    
 GX1809* NAVD 88     -       588.608  (meters)    1931.12   (feet)  ADJUSTED  
 GX1809  ___________________________________________________________________
 GX1809  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GX1809  DYNAMIC HT  -         588.086 (meters)    1929.41  (feet)  COMP
 GX1809  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 GX1809
 GX1809  VERT ORDER  -  SECOND    CLASS 0
 GX1809
 GX1809.The horizontal coordinates were scaled from a topographic map and have
 GX1809.an estimated accuracy of +/- 6 seconds.
 GX1809
 GX1809.The orthometric height was determined by differential leveling
 GX1809.and adjusted by the National Geodetic Survey in June 1991..
 GX1809
 GX1809.The geoid height was determined by GEOID03.
 GX1809
 GX1809.The dynamic height is computed by dividing the NAVD 88
 GX1809.geopotential number by the normal gravity value computed on the
 GX1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1809.degrees latitude (g = 980.6199 gals.).
 GX1809
 GX1809.The modeled gravity was interpolated from observed gravity values.
 GX1809
 GX1809;                    North         East    Units  Estimated Accuracy
 GX1809;SPC VA S     - 1,089,570.    3,205,510.      MT  (+/- 180 meters Scaled)
 GX1809
 GX1809                          SUPERSEDED SURVEY CONTROL
 GX1809
 GX1809  NGVD 29 (??/??/92)  588.752  (m)         1931.60   (f) ADJ UNCH    2 0
 GX1809
 GX1809.Superseded values are not recommended for survey control.
 GX1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1809.See file dsdata.txt to determine how the superseded data were derived.
 GX1809
 GX1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB277055(NAD 83)
 GX1809_MARKER: DB = BENCH MARK DISK
 GX1809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX1809_SP_SET: ABUTMENT
 GX1809_STAMPING: F 329 1958
 GX1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX1809
 GX1809  HISTORY     - Date     Condition        Report By
 GX1809  HISTORY     - 1958     MONUMENTED       CGS
 GX1809  HISTORY     - 1970     GOOD             NGS
 GX1809
 GX1809                          STATION DESCRIPTION
 GX1809
 GX1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1809'1 MI W FROM RICHLANDS.
 GX1809'0.95 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE NORFOLK AND WESTERN
 GX1809'RAILWAY STATION AT RICHLANDS, 19 FEET NORTH OF CENTER LINE OF
 GX1809'HIGHWAY, IN TOP OF THE NORTH END OF THE BACK WALL OF WEST CONCRETE
 GX1809'ABUTMENT OF A 235-FOOT CONCRETE HIGHWAY BRIDGE OVER CLINCH
 GX1809'RIVER, 2 FEET NORTHWEST OF THE WEST END OF STEEL BANISTER, AND
 GX1809'ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 GX1809
 GX1809                          STATION RECOVERY (1970)
 GX1809
 GX1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GX1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1506 ***********************************************************************
 GA1506  DESIGNATION -  F 33
 GA1506  PID         -  GA1506
 GA1506  STATE/COUNTY-  VA/LEE
 GA1506  USGS QUAD   -  ROSE HILL (1978)
 GA1506
 GA1506                         *CURRENT SURVEY CONTROL
 GA1506  ___________________________________________________________________
 GA1506* NAD 83(1986)-  36 40 26.     (N)    083 22 11.     (W)     SCALED    
 GA1506* NAVD 88     -       442.667  (meters)    1452.32   (feet)  ADJUSTED  
 GA1506  ___________________________________________________________________
 GA1506  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1506  DYNAMIC HT  -         442.275 (meters)    1451.03  (feet)  COMP
 GA1506  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GA1506
 GA1506  VERT ORDER  -  SECOND    CLASS 0
 GA1506
 GA1506.The horizontal coordinates were scaled from a topographic map and have
 GA1506.an estimated accuracy of +/- 6 seconds.
 GA1506
 GA1506.The orthometric height was determined by differential leveling
 GA1506.and adjusted by the National Geodetic Survey in June 1991..
 GA1506
 GA1506.The geoid height was determined by GEOID03.
 GA1506
 GA1506.The dynamic height is computed by dividing the NAVD 88
 GA1506.geopotential number by the normal gravity value computed on the
 GA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1506.degrees latitude (g = 980.6199 gals.).
 GA1506
 GA1506.The modeled gravity was interpolated from observed gravity values.
 GA1506
 GA1506;                    North         East    Units  Estimated Accuracy
 GA1506;SPC VA S     - 1,049,020.    3,064,880.      MT  (+/- 180 meters Scaled)
 GA1506
 GA1506                          SUPERSEDED SURVEY CONTROL
 GA1506
 GA1506  NGVD 29 (??/??/92)  442.804  (m)         1452.77   (f) ADJ UNCH    2 0
 GA1506
 GA1506.Superseded values are not recommended for survey control.
 GA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1506.See file dsdata.txt to determine how the superseded data were derived.
 GA1506
 GA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKA882613(NAD 83)
 GA1506_MARKER: DB = BENCH MARK DISK
 GA1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1506_STAMPING: F 33 1934
 GA1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1506+STABILITY: SURFACE MOTION
 GA1506
 GA1506  HISTORY     - Date     Condition        Report By
 GA1506  HISTORY     - 1934     MONUMENTED       CGS
 GA1506
 GA1506                          STATION DESCRIPTION
 GA1506
 GA1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1506'AT ROSE HILL.
 GA1506'AT ROSE HILL, ON THE LOUISVILLE NASHVILLE RAILROAD, 70 FEET
 GA1506'NORTH OF THE EAST END OF THE STATION, 5 POLES WEST OF MILEPOST
 GA1506'239, AND 20 FEET NORTH OF THE TRACK.  A STANDARD DISK STAMPED
 GA1506'F 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1716 ***********************************************************************
 GX1716  DESIGNATION -  F 330
 GX1716  PID         -  GX1716
 GX1716  STATE/COUNTY-  VA/BUCHANAN
 GX1716  USGS QUAD   -  KEEN MOUNTAIN (1977)
 GX1716
 GX1716                         *CURRENT SURVEY CONTROL
 GX1716  ___________________________________________________________________
 GX1716* NAD 83(1986)-  37 13 24.     (N)    081 54 46.     (W)     SCALED    
 GX1716* NAVD 88     -       644.922  (meters)    2115.88   (feet)  ADJUSTED  
 GX1716  ___________________________________________________________________
 GX1716  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 GX1716  DYNAMIC HT  -         644.366 (meters)    2114.06  (feet)  COMP
 GX1716  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 GX1716
 GX1716  VERT ORDER  -  SECOND    CLASS 0
 GX1716
 GX1716.The horizontal coordinates were scaled from a topographic map and have
 GX1716.an estimated accuracy of +/- 6 seconds.
 GX1716
 GX1716.The orthometric height was determined by differential leveling
 GX1716.and adjusted by the National Geodetic Survey in June 1991..
 GX1716
 GX1716.The geoid height was determined by GEOID03.
 GX1716
 GX1716.The dynamic height is computed by dividing the NAVD 88
 GX1716.geopotential number by the normal gravity value computed on the
 GX1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1716.degrees latitude (g = 980.6199 gals.).
 GX1716
 GX1716.The modeled gravity was interpolated from observed gravity values.
 GX1716
 GX1716;                    North         East    Units  Estimated Accuracy
 GX1716;SPC VA S     - 1,104,240.    3,197,200.      MT  (+/- 180 meters Scaled)
 GX1716
 GX1716                          SUPERSEDED SURVEY CONTROL
 GX1716
 GX1716  NGVD 29 (??/??/92)  645.084  (m)         2116.41   (f) ADJ UNCH    2 0
 GX1716
 GX1716.Superseded values are not recommended for survey control.
 GX1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1716.See file dsdata.txt to determine how the superseded data were derived.
 GX1716
 GX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB190200(NAD 83)
 GX1716_MARKER: DB = BENCH MARK DISK
 GX1716_SETTING: 66 = SET IN ROCK OUTCROP
 GX1716_SP_SET: ROCK CUT
 GX1716_STAMPING: F 330 1958
 GX1716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1716+STABILITY: POSITION/ELEVATION WELL
 GX1716
 GX1716  HISTORY     - Date     Condition        Report By
 GX1716  HISTORY     - 1958     MONUMENTED       CGS
 GX1716
 GX1716                          STATION DESCRIPTION
 GX1716
 GX1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1716'1.6 MI S FROM PILGRIM KNOB.
 GX1716'1.55 MILES SOUTH ALONG ROAD NO. 680 FROM THE JUNCTION OF ROAD
 GX1716'NO. 638 AND THE POST OFFICE AT PILGRIM KNOB, 0.5 MILE NORTHEAST
 GX1716'OF THE SUMMIT OF GRADE IN BILL YOUNG GAP AND THE JUNCTION OF
 GX1716'ROAD NO. 624 LEADING WEST, SET VERTICALLY IN THE EAST-SOUTHEAST
 GX1716'FACE OF AN IRREGULAR CUT ROCK, 4 FEET ABOVE THE BOTTOM OF DITCH,
 GX1716'14 1/2 FEET WEST-NORTHWEST OF CENTER LINE OF ROAD AND CENTER OF
 GX1716'Y JUNCTION OF TRAIL LEADING SOUTH AND DOWNHILL, 14 YARDS SOUTH
 GX1716'OF THE NORTH END OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 GX1716'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX2002 ***********************************************************************
 GX2002  DESIGNATION -  F 331
 GX2002  PID         -  GX2002
 GX2002  STATE/COUNTY-  VA/TAZEWELL
 GX2002  USGS QUAD   -  JEWELL RIDGE (1977)
 GX2002
 GX2002                         *CURRENT SURVEY CONTROL
 GX2002  ___________________________________________________________________
 GX2002* NAD 83(1986)-  37 12 09.     (N)    081 46 32.     (W)     SCALED    
 GX2002* NAVD 88     -       926.694  (meters)    3040.33   (feet)  ADJUSTED  
 GX2002  ___________________________________________________________________
 GX2002  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GX2002  DYNAMIC HT  -         925.842 (meters)    3037.53  (feet)  COMP
 GX2002  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 GX2002
 GX2002  VERT ORDER  -  SECOND    CLASS 0
 GX2002
 GX2002.The horizontal coordinates were scaled from a topographic map and have
 GX2002.an estimated accuracy of +/- 6 seconds.
 GX2002
 GX2002.The orthometric height was determined by differential leveling
 GX2002.and adjusted by the National Geodetic Survey in June 1991..
 GX2002
 GX2002.The geoid height was determined by GEOID03.
 GX2002
 GX2002.The dynamic height is computed by dividing the NAVD 88
 GX2002.geopotential number by the normal gravity value computed on the
 GX2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX2002.degrees latitude (g = 980.6199 gals.).
 GX2002
 GX2002.The modeled gravity was interpolated from observed gravity values.
 GX2002
 GX2002;                    North         East    Units  Estimated Accuracy
 GX2002;SPC VA S     - 1,101,500.    3,209,290.      MT  (+/- 180 meters Scaled)
 GX2002
 GX2002                          SUPERSEDED SURVEY CONTROL
 GX2002
 GX2002  NGVD 29 (??/??/92)  926.809  (m)         3040.71   (f) ADJ UNCH    2 0
 GX2002
 GX2002.Superseded values are not recommended for survey control.
 GX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX2002.See file dsdata.txt to determine how the superseded data were derived.
 GX2002
 GX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB311176(NAD 83)
 GX2002_MARKER: DB = BENCH MARK DISK
 GX2002_SETTING: 66 = SET IN ROCK OUTCROP
 GX2002_SP_SET: OUTCROP
 GX2002_STAMPING: F 331 1958
 GX2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX2002+STABILITY: POSITION/ELEVATION WELL
 GX2002
 GX2002  HISTORY     - Date     Condition        Report By
 GX2002  HISTORY     - 1958     MONUMENTED       CGS
 GX2002
 GX2002                          STATION DESCRIPTION
 GX2002
 GX2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX2002'9.4 MI N FROM RICHLANDS.
 GX2002'6.65 MILES NORTH ALONG A SPUR TRACK OF THE NORFOLK AND WESTERN
 GX2002'RAILWAY FROM THE CROSSING OF U.S. HIGHWAY 460 AT RICHLANDS, THENCE
 GX2002'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 67, THENCE ABOUT
 GX2002'1.15 MILES NORTH ALONG BLACK TOP ROAD 616, 78 YARDS NORTHEAST OF
 GX2002'THE TAZEWELL-BUCHANAN COUNTY LINE, 100 YARDS NORTHEAST ALONG ROAD
 GX2002'616 FROM THE Y JUNCTION OF BLACK TOP ROAD 636 LEADING NORTH-SOUTH,
 GX2002'14 FEET EAST OF THE CENTER LINE OF ROAD 616 (BEAR WALLOW ROAD),
 GX2002'SET VERTICALLY IN THE WEST FACE OF A ROCK KERNEL OF A ROUNDED
 GX2002'ROCK WITH MANY SHELFS IN THE CUT BANK, 3 FEET ABOVE THE BOTTOM
 GX2002'OF A DITCH, 20 YARDS SOUTH OF THE SOUTH END OF A CURVE WITH
 GX2002'TANGENTS EXTENDING SOUTH AND NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0414 ***********************************************************************
 GX0414  DESIGNATION -  F 332
 GX0414  PID         -  GX0414
 GX0414  STATE/COUNTY-  VA/GILES
 GX0414  USGS QUAD   -  NARROWS (1985)
 GX0414
 GX0414                         *CURRENT SURVEY CONTROL
 GX0414  ___________________________________________________________________
 GX0414* NAD 83(1986)-  37 22 22.     (N)    080 51 37.     (W)     SCALED    
 GX0414* NAVD 88     -       464.687  (meters)    1524.56   (feet)  ADJUSTED  
 GX0414  ___________________________________________________________________
 GX0414  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX0414  DYNAMIC HT  -         464.292 (meters)    1523.26  (feet)  COMP
 GX0414  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GX0414
 GX0414  VERT ORDER  -  FIRST     CLASS II
 GX0414
 GX0414.The horizontal coordinates were scaled from a topographic map and have
 GX0414.an estimated accuracy of +/- 6 seconds.
 GX0414
 GX0414.The orthometric height was determined by differential leveling
 GX0414.and adjusted by the National Geodetic Survey in June 1991..
 GX0414
 GX0414.The geoid height was determined by GEOID03.
 GX0414
 GX0414.The dynamic height is computed by dividing the NAVD 88
 GX0414.geopotential number by the normal gravity value computed on the
 GX0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0414.degrees latitude (g = 980.6199 gals.).
 GX0414
 GX0414.The modeled gravity was interpolated from observed gravity values.
 GX0414
 GX0414;                    North         East    Units  Estimated Accuracy
 GX0414;SPC VA S     - 1,117,970.    3,290,970.      MT  (+/- 180 meters Scaled)
 GX0414
 GX0414                          SUPERSEDED SURVEY CONTROL
 GX0414
 GX0414  NGVD 29 (??/??/92)  464.820  (m)         1525.00   (f) ADJ UNCH    1 2
 GX0414
 GX0414.Superseded values are not recommended for survey control.
 GX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0414.See file dsdata.txt to determine how the superseded data were derived.
 GX0414
 GX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB123362(NAD 83)
 GX0414_MARKER: DB = BENCH MARK DISK
 GX0414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX0414_STAMPING: F 332 1958
 GX0414_MARK LOGO: CGS   
 GX0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0414
 GX0414  HISTORY     - Date     Condition        Report By
 GX0414  HISTORY     - 1958     MONUMENTED       CGS
 GX0414  HISTORY     - 1965     GOOD             NGS
 GX0414  HISTORY     - 1984     GOOD             NGS
 GX0414
 GX0414                          STATION DESCRIPTION
 GX0414
 GX0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX0414'0.4 MI NE FROM GLEN LYN.
 GX0414'0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 460 FROM THE NORTH
 GX0414'END OF MARY PORTER HIGHWAY BRIDGE OVER EAST RIVER AT GLEN LYN,
 GX0414'AT THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER NEW RIVER, 14
 GX0414'FEET SOUTHEAST OF CENTER LINE OF BRIDGE FLOOR, IN TOP OF THE
 GX0414'SOUTHEAST END OF THE LOWER PART OR BRIDGE SEAT OF THE NORTHEAST
 GX0414'ABUTMENT OF CONCRETE PART OF BRIDGE, 28 YARDS NORTHEAST OF THE
 GX0414'NORTHEAST END OF STEEL SPAN, 0.3 FOOT SOUTHWEST OF THE SOUTHWEST
 GX0414'FACE OF BACKWALL, 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF
 GX0414'CONCRETE RAIL FOOTING, AND ABOUT 4 FEET BELOW THE LEVEL OF
 GX0414'THE BRIDGE FLOOR.
 GX0414
 GX0414                          STATION RECOVERY (1965)
 GX0414
 GX0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0414'RECOVERED IN GOOD CONDITION.
 GX0414
 GX0414                          STATION RECOVERY (1984)
 GX0414
 GX0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0414'RECOVERED IN GOOD CONDITION, THE MARK WILL BE DESTROYED DURING
 GX0414'CONSTRUCTION AND DISTRUCTION OF THE BRIDGE, A RESET MARK HAS BEEN SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3236 ***********************************************************************
 GX3236  DESIGNATION -  F 332 RESET 1984
 GX3236  PID         -  GX3236
 GX3236  STATE/COUNTY-  VA/GILES
 GX3236  USGS QUAD   -  NARROWS (1985)
 GX3236
 GX3236                         *CURRENT SURVEY CONTROL
 GX3236  ___________________________________________________________________
 GX3236* NAD 83(1986)-  37 22 23.     (N)    080 51 38.     (W)     SCALED    
 GX3236* NAVD 88     -       467.681  (meters)    1534.38   (feet)  ADJUSTED  
 GX3236  ___________________________________________________________________
 GX3236  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 GX3236  DYNAMIC HT  -         467.284 (meters)    1533.08  (feet)  COMP
 GX3236  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GX3236
 GX3236  VERT ORDER  -  FIRST     CLASS II
 GX3236
 GX3236.The horizontal coordinates were scaled from a topographic map and have
 GX3236.an estimated accuracy of +/- 6 seconds.
 GX3236
 GX3236.The orthometric height was determined by differential leveling
 GX3236.and adjusted by the National Geodetic Survey in June 1991..
 GX3236
 GX3236.The geoid height was determined by GEOID03.
 GX3236
 GX3236.The dynamic height is computed by dividing the NAVD 88
 GX3236.geopotential number by the normal gravity value computed on the
 GX3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3236.degrees latitude (g = 980.6199 gals.).
 GX3236
 GX3236.The modeled gravity was interpolated from observed gravity values.
 GX3236
 GX3236;                    North         East    Units  Estimated Accuracy
 GX3236;SPC VA S     - 1,118,000.    3,290,950.      MT  (+/- 180 meters Scaled)
 GX3236
 GX3236                          SUPERSEDED SURVEY CONTROL
 GX3236
 GX3236.No superseded survey control is available for this station.
 GX3236
 GX3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB123362(NAD 83)
 GX3236_MARKER: DB = BENCH MARK DISK
 GX3236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GX3236_SP_SET: ABUTMENT
 GX3236_STAMPING: F 332 RESET 1984
 GX3236_MARK LOGO: NGS   
 GX3236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX3236
 GX3236  HISTORY     - Date     Condition        Report By
 GX3236  HISTORY     - 1984     MONUMENTED       NGS
 GX3236
 GX3236                          STATION DESCRIPTION
 GX3236
 GX3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3236'0.6 KM (0.35 MI) EAST FROM GLEN LYN.
 GX3236'0.6 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE IN
 GX3236'GLEN LYN TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE EAST
 GX3236'ABUTMENT OF THE WEST BOUND LANE BRIDGE OVER THE NEW RIVER, 5.64 METERS
 GX3236'(18.5 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE OF THE
 GX3236'HIGHWAY, 0.40 METER (1.3 FT) NORTH OF THE SOUTH EDGE OF THE ABUTMENT.
 GX3236'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1375 ***********************************************************************
 GX1375  DESIGNATION -  F 333
 GX1375  PID         -  GX1375
 GX1375  STATE/COUNTY-  VA/TAZEWELL
 GX1375  USGS QUAD   -  TIPTOP (1976)
 GX1375
 GX1375                         *CURRENT SURVEY CONTROL
 GX1375  ___________________________________________________________________
 GX1375* NAD 83(1986)-  37 13 42.     (N)    081 23 02.     (W)     SCALED    
 GX1375* NAVD 88     -       795.014  (meters)    2608.31   (feet)  ADJUSTED  
 GX1375  ___________________________________________________________________
 GX1375  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GX1375  DYNAMIC HT  -         794.303 (meters)    2605.98  (feet)  COMP
 GX1375  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 GX1375
 GX1375  VERT ORDER  -  SECOND    CLASS 0
 GX1375
 GX1375.The horizontal coordinates were scaled from a topographic map and have
 GX1375.an estimated accuracy of +/- 6 seconds.
 GX1375
 GX1375.The orthometric height was determined by differential leveling
 GX1375.and adjusted by the National Geodetic Survey in June 1991..
 GX1375
 GX1375.The geoid height was determined by GEOID03.
 GX1375
 GX1375.The dynamic height is computed by dividing the NAVD 88
 GX1375.geopotential number by the normal gravity value computed on the
 GX1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1375.degrees latitude (g = 980.6199 gals.).
 GX1375
 GX1375.The modeled gravity was interpolated from observed gravity values.
 GX1375
 GX1375;                    North         East    Units  Estimated Accuracy
 GX1375;SPC VA S     - 1,103,230.    3,244,120.      MT  (+/- 180 meters Scaled)
 GX1375
 GX1375                          SUPERSEDED SURVEY CONTROL
 GX1375
 GX1375  NGVD 29 (??/??/92)  795.125  (m)         2608.67   (f) ADJ UNCH    2 0
 GX1375
 GX1375.Superseded values are not recommended for survey control.
 GX1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1375.See file dsdata.txt to determine how the superseded data were derived.
 GX1375
 GX1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB659202(NAD 83)
 GX1375_MARKER: DB = BENCH MARK DISK
 GX1375_SETTING: 66 = SET IN ROCK OUTCROP
 GX1375_SP_SET: ROCK CUT
 GX1375_STAMPING: F 333 1958
 GX1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1375+STABILITY: POSITION/ELEVATION WELL
 GX1375
 GX1375  HISTORY     - Date     Condition        Report By
 GX1375  HISTORY     - 1958     MONUMENTED       CGS
 GX1375
 GX1375                          STATION DESCRIPTION
 GX1375
 GX1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GX1375'3 MI E FROM TIPTOP.
 GX1375'ABOUT 3.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GX1375'THE STATION AT TIPTOP, 0.1 MILE EAST OF A GRADED ROAD CROSSING,
 GX1375'ABOUT 2 RAILS EAST AND ACROSS THE TRACK FROM MILEPOST N 373, 7
 GX1375'FEET SOUTH OF THE SOUTH RAIL, SET VERTICALLY IN THE NORTH FACE
 GX1375'OF A ROCK CUT, 2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE
 GX1375'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0575 ***********************************************************************
 GY0575  DESIGNATION -  F 334
 GY0575  PID         -  GY0575
 GY0575  STATE/COUNTY-  VA/DICKENSON
 GY0575  USGS QUAD   -  HAYSI (1977)
 GY0575
 GY0575                         *CURRENT SURVEY CONTROL
 GY0575  ___________________________________________________________________
 GY0575* NAD 83(1986)-  37 11 48.     (N)    082 20 02.     (W)     SCALED    
 GY0575* NAVD 88     -       404.475  (meters)    1327.02   (feet)  ADJUSTED  
 GY0575  ___________________________________________________________________
 GY0575  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 GY0575  DYNAMIC HT  -         404.126 (meters)    1325.87  (feet)  COMP
 GY0575  MODELED GRAV-     979,756.4   (mgal)                       NAVD 88
 GY0575
 GY0575  VERT ORDER  -  SECOND    CLASS 0
 GY0575
 GY0575.The horizontal coordinates were scaled from a topographic map and have
 GY0575.an estimated accuracy of +/- 6 seconds.
 GY0575
 GY0575.The orthometric height was determined by differential leveling
 GY0575.and adjusted by the National Geodetic Survey in June 1991..
 GY0575
 GY0575.The geoid height was determined by GEOID03.
 GY0575
 GY0575.The dynamic height is computed by dividing the NAVD 88
 GY0575.geopotential number by the normal gravity value computed on the
 GY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0575.degrees latitude (g = 980.6199 gals.).
 GY0575
 GY0575.The modeled gravity was interpolated from observed gravity values.
 GY0575
 GY0575;                    North         East    Units  Estimated Accuracy
 GY0575;SPC VA S     - 1,102,720.    3,159,730.      MT  (+/- 180 meters Scaled)
 GY0575
 GY0575                          SUPERSEDED SURVEY CONTROL
 GY0575
 GY0575  NGVD 29 (??/??/92)  404.635  (m)         1327.54   (f) ADJ UNCH    2 0
 GY0575
 GY0575.Superseded values are not recommended for survey control.
 GY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0575.See file dsdata.txt to determine how the superseded data were derived.
 GY0575
 GY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB816175(NAD 83)
 GY0575_MARKER: DB = BENCH MARK DISK
 GY0575_SETTING: 66 = SET IN ROCK OUTCROP
 GY0575_SP_SET: ROCK CUT
 GY0575_STAMPING: F 334 1958
 GY0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0575+STABILITY: POSITION/ELEVATION WELL
 GY0575
 GY0575  HISTORY     - Date     Condition        Report By
 GY0575  HISTORY     - 1958     MONUMENTED       CGS
 GY0575
 GY0575                          STATION DESCRIPTION
 GY0575
 GY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GY0575'2.4 MI SW FROM HAYSI.
 GY0575'2.4 MILES SOUTHWEST ALONG THE CLINCHFIELD RAILROAD FROM THE
 GY0575'SOUTH END OF RUSSEL TUNNEL AT HAYSI, ALSO ABOUT 2.7 MILES
 GY0575'NORTHEAST ALONG THE CLINCHFIELD RAILROAD FROM THE NORTHEAST
 GY0575'CROSSING OF STATE HIGHWAY 83 AT CLINCHCO, ABOUT 4 1/2 RAILS
 GY0575'NORTHWEST OF MILEPOST 14, ON THE OUTSIDE OF A LONG CURVE WITH
 GY0575'TANGENTS EXTENDING NORTH AND SOUTHEAST, 10 FEET SOUTHWEST OF THE
 GY0575'SOUTHWEST RAIL, SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE
 GY0575'ROCK CUT, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 1/2 FOOT ABOVE
 GY0575'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1376 ***********************************************************************
 FY1376  DESIGNATION -  F 335
 FY1376  PID         -  FY1376
 FY1376  STATE/COUNTY-  VA/HENRY
 FY1376  USGS QUAD   -  PRICE (1982)
 FY1376
 FY1376                         *CURRENT SURVEY CONTROL
 FY1376  ___________________________________________________________________
 FY1376* NAD 83(1986)-  36 33 32.     (N)    079 53 14.     (W)     SCALED    
 FY1376* NAVD 88     -       285.059  (meters)     935.23   (feet)  ADJUSTED  
 FY1376  ___________________________________________________________________
 FY1376  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 FY1376  DYNAMIC HT  -         284.813 (meters)     934.42  (feet)  COMP
 FY1376  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 FY1376
 FY1376  VERT ORDER  -  FIRST     CLASS II
 FY1376
 FY1376.The horizontal coordinates were scaled from a topographic map and have
 FY1376.an estimated accuracy of +/- 6 seconds.
 FY1376
 FY1376.The orthometric height was determined by differential leveling
 FY1376.and adjusted by the National Geodetic Survey in June 1991..
 FY1376
 FY1376.The geoid height was determined by GEOID03.
 FY1376
 FY1376.The dynamic height is computed by dividing the NAVD 88
 FY1376.geopotential number by the normal gravity value computed on the
 FY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1376.degrees latitude (g = 980.6199 gals.).
 FY1376
 FY1376.The modeled gravity was interpolated from observed gravity values.
 FY1376
 FY1376;                    North         East    Units  Estimated Accuracy
 FY1376;SPC VA S     - 1,025,940.    3,375,810.      MT  (+/- 180 meters Scaled)
 FY1376
 FY1376                          SUPERSEDED SURVEY CONTROL
 FY1376
 FY1376  NGVD 29 (??/??/92)  285.256  (m)          935.88   (f) ADJ UNCH    1 2
 FY1376
 FY1376.Superseded values are not recommended for survey control.
 FY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1376.See file dsdata.txt to determine how the superseded data were derived.
 FY1376
 FY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA995465(NAD 83)
 FY1376_MARKER: DB = BENCH MARK DISK
 FY1376_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FY1376_SP_SET: UNSPECIFIED ROCK
 FY1376_STAMPING: F 335 1965
 FY1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1376
 FY1376  HISTORY     - Date     Condition        Report By
 FY1376  HISTORY     - 1965     MONUMENTED       CGS
 FY1376
 FY1376                          STATION DESCRIPTION
 FY1376
 FY1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1376'2.3 MI S FROM RIDGEWAY.
 FY1376'2.3 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1376'STATION AT RIDGEWAY, ABOUT 0.3 MILE NORTH OF MILEPOST R-79,
 FY1376'ABOUT 0.1 MILE SOUTH OF A GRAVELED ROAD CROSSING, SET VERTICALLY
 FY1376'IN THE WEST FACE OF THE NORTH END OF A ROCK THAT IS 45 FEET
 FY1376'LONG, 10 FEET HIGH AND IS PART OF A SMALL CUT, 12 FEET EAST
 FY1376'OF THE EAST RAIL, 6 FEET SOUTH OF THE NORTH END OF THE ROCK,
 FY1376'2 1/2 FEET ABOVE THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF
 FY1376'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0199 ***********************************************************************
 JW0199  DESIGNATION -  F 336
 JW0199  PID         -  JW0199
 JW0199  STATE/COUNTY-  VA/FREDERICK
 JW0199  USGS QUAD   -  WINCHESTER (1987)
 JW0199
 JW0199                         *CURRENT SURVEY CONTROL
 JW0199  ___________________________________________________________________
 JW0199* NAD 83(1986)-  39 13 04.     (N)    078 08 09.     (W)     SCALED    
 JW0199* NAVD 88     -       213.672  (meters)     701.02   (feet)  ADJUSTED  
 JW0199  ___________________________________________________________________
 JW0199  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JW0199  DYNAMIC HT  -         213.538 (meters)     700.58  (feet)  COMP
 JW0199  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JW0199
 JW0199  VERT ORDER  -  FIRST     CLASS II
 JW0199
 JW0199.The horizontal coordinates were scaled from a topographic map and have
 JW0199.an estimated accuracy of +/- 6 seconds.
 JW0199
 JW0199.The orthometric height was determined by differential leveling
 JW0199.and adjusted by the National Geodetic Survey in June 1991..
 JW0199
 JW0199.The geoid height was determined by GEOID03.
 JW0199
 JW0199.The dynamic height is computed by dividing the NAVD 88
 JW0199.geopotential number by the normal gravity value computed on the
 JW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0199.degrees latitude (g = 980.6199 gals.).
 JW0199
 JW0199.The modeled gravity was interpolated from observed gravity values.
 JW0199
 JW0199;                    North         East    Units  Estimated Accuracy
 JW0199;SPC VA N     - 2,172,240.    3,531,450.      MT  (+/- 180 meters Scaled)
 JW0199
 JW0199                          SUPERSEDED SURVEY CONTROL
 JW0199
 JW0199  NGVD 29 (??/??/92)  213.832  (m)          701.55   (f) ADJ UNCH    1 2
 JW0199
 JW0199.Superseded values are not recommended for survey control.
 JW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0199.See file dsdata.txt to determine how the superseded data were derived.
 JW0199
 JW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD472448(NAD 83)
 JW0199_MARKER: DB = BENCH MARK DISK
 JW0199_SETTING: 66 = SET IN ROCK OUTCROP
 JW0199_SP_SET: OUTCROP
 JW0199_STAMPING: F 336 1957
 JW0199_MARK LOGO: CGS   
 JW0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0199+STABILITY: POSITION/ELEVATION WELL
 JW0199
 JW0199  HISTORY     - Date     Condition        Report By
 JW0199  HISTORY     - 1957     MONUMENTED       CGS
 JW0199  HISTORY     - 1983     GOOD             NGS
 JW0199  HISTORY     - 19980228 GOOD             USPSQD
 JW0199  HISTORY     - 20050626 GOOD             GEOCAC
 JW0199
 JW0199                          STATION DESCRIPTION
 JW0199
 JW0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JW0199'2.7 MI N FROM WINCHESTER.
 JW0199'FROM THE POST OFFICE AT WINCHESTER, GO NORTH ON U.S. HIGHWAY 11
 JW0199'FOR 2.7 MILES TO MARK ON RIGHT.  THE MARK IS SET IN THE NORTHWEST
 JW0199'CORNER OF THE YARD OF MR. A.C. RICHARDS RESIDENCE, 45 FEET SOUTH
 JW0199'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 11, 42 FEET EAST
 JW0199'NORTHEAST OF THE CENTERLINE OF DRIVEWAY TO MR. RICHARDS HOUSE AND
 JW0199'13 FEET SOUTHWEST OF TELEPHONE POLE NO. 777.  SET IN A DRILL HOLE
 JW0199'IN A ROCK OUTCROP LEVEL WITH THE LAWN.
 JW0199
 JW0199                          STATION RECOVERY (1983)
 JW0199
 JW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0199'RECOVERED IN GOOD CONDITION.
 JW0199
 JW0199                          STATION RECOVERY (1998)
 JW0199
 JW0199'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0199'RECOVERED IN GOOD CONDITION.
 JW0199
 JW0199                          STATION RECOVERY (2005)
 JW0199
 JW0199'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 JW0199'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0289 ***********************************************************************
 HW0289  DESIGNATION -  F 337
 HW0289  PID         -  HW0289
 HW0289  STATE/COUNTY-  VA/SHENANDOAH
 HW0289  USGS QUAD   -  TOMS BROOK (1994)
 HW0289
 HW0289                         *CURRENT SURVEY CONTROL
 HW0289  ___________________________________________________________________
 HW0289* NAD 83(1986)-  38 57 08.     (N)    078 25 52.     (W)     SCALED    
 HW0289* NAVD 88     -       233.122  (meters)     764.83   (feet)  ADJUSTED  
 HW0289  ___________________________________________________________________
 HW0289  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HW0289  DYNAMIC HT  -         232.969 (meters)     764.33  (feet)  COMP
 HW0289  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 HW0289
 HW0289  VERT ORDER  -  FIRST     CLASS II
 HW0289
 HW0289.The horizontal coordinates were scaled from a topographic map and have
 HW0289.an estimated accuracy of +/- 6 seconds.
 HW0289
 HW0289.The orthometric height was determined by differential leveling
 HW0289.and adjusted by the National Geodetic Survey in June 1991..
 HW0289
 HW0289.The geoid height was determined by GEOID03.
 HW0289
 HW0289.The dynamic height is computed by dividing the NAVD 88
 HW0289.geopotential number by the normal gravity value computed on the
 HW0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0289.degrees latitude (g = 980.6199 gals.).
 HW0289
 HW0289.The modeled gravity was interpolated from observed gravity values.
 HW0289
 HW0289;                    North         East    Units  Estimated Accuracy
 HW0289;SPC VA N     - 2,142,700.    3,505,970.      MT  (+/- 180 meters Scaled)
 HW0289
 HW0289                          SUPERSEDED SURVEY CONTROL
 HW0289
 HW0289  NGVD 29 (??/??/92)  233.292  (m)          765.39   (f) ADJ UNCH    1 2
 HW0289
 HW0289.Superseded values are not recommended for survey control.
 HW0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0289.See file dsdata.txt to determine how the superseded data were derived.
 HW0289
 HW0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD226146(NAD 83)
 HW0289_MARKER: DB = BENCH MARK DISK
 HW0289_SETTING: 80 = SET IN A BOULDER
 HW0289_SP_SET: BOULDER
 HW0289_STAMPING: F 337 1957
 HW0289_MARK LOGO: CGS   
 HW0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0289+STABILITY: POSITION/ELEVATION WELL
 HW0289
 HW0289  HISTORY     - Date     Condition        Report By
 HW0289  HISTORY     - 1957     MONUMENTED       CGS
 HW0289  HISTORY     - 1958     GOOD             NGS
 HW0289  HISTORY     - 1983     GOOD             NGS
 HW0289
 HW0289                          STATION DESCRIPTION
 HW0289
 HW0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0289'4.9 MI SW FROM STRASBURG.
 HW0289'ABOUT 4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 HW0289'OFFICE AT STRASBURG, NEAR THE TOP OF A SMALL GRADE, ON THE TOP
 HW0289'OF A SMALL BOULDER FLUSH WITH THE GROUND, ABOUT 50 YARDS NORTH OF
 HW0289'AND ACROSS THE HIGHWAY FROM RYMANS REPAIR SHOP, 36 FEET NORTHWEST
 HW0289'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF POWER LINE
 HW0289'POLE NO. P-218, 52 FEET SOUTHWEST OF A SMALL CEDAR TREE, 13 FEET
 HW0289'SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET ABOVE THE
 HW0289'LEVEL OF THE HIGHWAY.
 HW0289
 HW0289                          STATION RECOVERY (1983)
 HW0289
 HW0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0020 ***********************************************************************
 HW0020  DESIGNATION -  F 338
 HW0020  PID         -  HW0020
 HW0020  STATE/COUNTY-  VA/WARREN
 HW0020  USGS QUAD   -  FRONT ROYAL (1994)
 HW0020
 HW0020                         *CURRENT SURVEY CONTROL
 HW0020  ___________________________________________________________________
 HW0020* NAD 83(1986)-  38 56 53.     (N)    078 13 05.     (W)     SCALED    
 HW0020* NAVD 88     -       191.560  (meters)     628.48   (feet)  ADJUSTED  
 HW0020  ___________________________________________________________________
 HW0020  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HW0020  DYNAMIC HT  -         191.437 (meters)     628.07  (feet)  COMP
 HW0020  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 HW0020
 HW0020  VERT ORDER  -  FIRST     CLASS II
 HW0020
 HW0020.The horizontal coordinates were scaled from a topographic map and have
 HW0020.an estimated accuracy of +/- 6 seconds.
 HW0020
 HW0020.The orthometric height was determined by differential leveling
 HW0020.and adjusted by the National Geodetic Survey in June 1991..
 HW0020
 HW0020.The geoid height was determined by GEOID03.
 HW0020
 HW0020.The dynamic height is computed by dividing the NAVD 88
 HW0020.geopotential number by the normal gravity value computed on the
 HW0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0020.degrees latitude (g = 980.6199 gals.).
 HW0020
 HW0020.The modeled gravity was interpolated from observed gravity values.
 HW0020
 HW0020;                    North         East    Units  Estimated Accuracy
 HW0020;SPC VA N     - 2,142,270.    3,524,440.      MT  (+/- 180 meters Scaled)
 HW0020
 HW0020                          SUPERSEDED SURVEY CONTROL
 HW0020
 HW0020  NGVD 29 (??/??/92)  191.770  (m)          629.17   (f) ADJ UNCH    1 2
 HW0020
 HW0020.Superseded values are not recommended for survey control.
 HW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0020.See file dsdata.txt to determine how the superseded data were derived.
 HW0020
 HW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD410146(NAD 83)
 HW0020_MARKER: DB = BENCH MARK DISK
 HW0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0020_STAMPING: F 338 1957
 HW0020_MARK LOGO: CGS   
 HW0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0020+STABILITY: SURFACE MOTION
 HW0020
 HW0020  HISTORY     - Date     Condition        Report By
 HW0020  HISTORY     - 1957     MONUMENTED       CGS
 HW0020  HISTORY     - 1958     GOOD             NGS
 HW0020  HISTORY     - 1983     GOOD             NGS
 HW0020
 HW0020                          STATION DESCRIPTION
 HW0020
 HW0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HW0020'3.3 MI NW FROM FRONT ROYAL.
 HW0020'ABOUT 2.4 MILES NORTH ALONG U.S. HIGHWAY 340 FROM THE COURT HOUSE
 HW0020'AT FRONT ROYAL, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 55, AT
 HW0020'THE WEST END OF A SMALL CUT, SOUTH AND ACROSS THE HIGHWAY FROM A
 HW0020'PRIVATE DRIVEWAY LEADING NORTHEAST, 36 FEET SOUTH OF THE CENTER
 HW0020'LINE OF THE HIGHWAY, 53 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 HW0020'CORNER OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 HW0020'HIGHWAY, 28 1/2 FEET WEST OF A POWER LINE POLE, 3 1/2 FEET NORTH
 HW0020'OF AN EAST-WEST FENCE LINE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 HW0020'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HW0020
 HW0020                          STATION RECOVERY (1983)
 HW0020
 HW0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0020'RECOVERED IN GOOD CONDITION, THE 1957 DESCRIPTION IS ADEQUATE WITH THE
 HW0020'FOLLOWING CORRECTIONS, 28.5 FEET WEST OF UTILITY POLE 12399.
 HW0020'THE MARK IS 0.95 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1312 ***********************************************************************
 HW1312  DESIGNATION -  F 339
 HW1312  PID         -  HW1312
 HW1312  STATE/COUNTY-  VA/ROCKINGHAM
 HW1312  USGS QUAD   -  BROADWAY (1987)
 HW1312
 HW1312                         *CURRENT SURVEY CONTROL
 HW1312  ___________________________________________________________________
 HW1312* NAD 83(1986)-  38 31 07.     (N)    078 47 08.     (W)     SCALED    
 HW1312* NAVD 88     -       351.089  (meters)    1151.86   (feet)  ADJUSTED  
 HW1312  ___________________________________________________________________
 HW1312  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW1312  DYNAMIC HT  -         350.840 (meters)    1151.05  (feet)  COMP
 HW1312  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 HW1312
 HW1312  VERT ORDER  -  FIRST     CLASS II
 HW1312
 HW1312.The horizontal coordinates were scaled from a topographic map and have
 HW1312.an estimated accuracy of +/- 6 seconds.
 HW1312
 HW1312.The orthometric height was determined by differential leveling
 HW1312.and adjusted by the National Geodetic Survey in June 1991..
 HW1312
 HW1312.The geoid height was determined by GEOID03.
 HW1312
 HW1312.The dynamic height is computed by dividing the NAVD 88
 HW1312.geopotential number by the normal gravity value computed on the
 HW1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1312.degrees latitude (g = 980.6199 gals.).
 HW1312
 HW1312.The modeled gravity was interpolated from observed gravity values.
 HW1312
 HW1312;                    North         East    Units  Estimated Accuracy
 HW1312;SPC VA N     - 2,094,600.    3,475,100.      MT  (+/- 180 meters Scaled)
 HW1312
 HW1312                          SUPERSEDED SURVEY CONTROL
 HW1312
 HW1312  NGVD 29 (??/??/92)  351.222  (m)         1152.30   (f) ADJ UNCH    1 2
 HW1312
 HW1312.Superseded values are not recommended for survey control.
 HW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1312.See file dsdata.txt to determine how the superseded data were derived.
 HW1312
 HW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC930656(NAD 83)
 HW1312_MARKER: DB = BENCH MARK DISK
 HW1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1312_SP_SET: BRIDGE
 HW1312_STAMPING: F 339 1958
 HW1312_MARK LOGO: CGS   
 HW1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1312
 HW1312  HISTORY     - Date     Condition        Report By
 HW1312  HISTORY     - 1958     MONUMENTED       CGS
 HW1312  HISTORY     - 1984     GOOD             NGS
 HW1312
 HW1312                          STATION DESCRIPTION
 HW1312
 HW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1312'2.3 MI SW FROM LACEY SPRING.
 HW1312'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 HW1312'LACEY SPRING, NEAR THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY
 HW1312'ROAD NO. 721, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 HW1312'HEADWALL OF A BRIDGE OVER A SMALL STREAM, 28 FEET SOUTHEAST OF
 HW1312'THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF
 HW1312'THE HIGHWAY.
 HW1312
 HW1312                          STATION RECOVERY (1984)
 HW1312
 HW1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1553 ***********************************************************************
 GA1553  DESIGNATION -  F 34
 GA1553  PID         -  GA1553
 GA1553  STATE/COUNTY-  VA/LEE
 GA1553  USGS QUAD   -  BEN HUR (1991)
 GA1553
 GA1553                         *CURRENT SURVEY CONTROL
 GA1553  ___________________________________________________________________
 GA1553* NAD 83(1986)-  36 37 58.     (N)    083 04 18.     (W)     SCALED    
 GA1553* NAVD 88     -       608.835  (meters)    1997.49   (feet)  ADJUSTED  
 GA1553  ___________________________________________________________________
 GA1553  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 GA1553  DYNAMIC HT  -         608.298 (meters)    1995.72  (feet)  COMP
 GA1553  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 GA1553
 GA1553  VERT ORDER  -  SECOND    CLASS 0
 GA1553
 GA1553.The horizontal coordinates were scaled from a topographic map and have
 GA1553.an estimated accuracy of +/- 6 seconds.
 GA1553
 GA1553.The orthometric height was determined by differential leveling
 GA1553.and adjusted by the National Geodetic Survey in June 1991..
 GA1553.WARNING-Repeat measurements at this control monument indicate possible
 GA1553.vertical movement.
 GA1553
 GA1553.The geoid height was determined by GEOID03.
 GA1553
 GA1553.The dynamic height is computed by dividing the NAVD 88
 GA1553.geopotential number by the normal gravity value computed on the
 GA1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1553.degrees latitude (g = 980.6199 gals.).
 GA1553
 GA1553.The modeled gravity was interpolated from observed gravity values.
 GA1553
 GA1553;                    North         East    Units  Estimated Accuracy
 GA1553;SPC VA S     - 1,043,130.    3,091,270.      MT  (+/- 180 meters Scaled)
 GA1553
 GA1553                          SUPERSEDED SURVEY CONTROL
 GA1553
 GA1553  NGVD 29 (??/??/92)  608.990  (m)         1997.99   (f) ADJ UNCH    2 0
 GA1553
 GA1553.Superseded values are not recommended for survey control.
 GA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1553.See file dsdata.txt to determine how the superseded data were derived.
 GA1553
 GA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA147561(NAD 83)
 GA1553_MARKER: DB = BENCH MARK DISK
 GA1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1553_STAMPING: F 34 1934
 GA1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1553+STABILITY: SURFACE MOTION
 GA1553
 GA1553  HISTORY     - Date     Condition        Report By
 GA1553  HISTORY     - 1934     MONUMENTED       CGS
 GA1553  HISTORY     - 1935     GOOD             NGS
 GA1553
 GA1553                          STATION DESCRIPTION
 GA1553
 GA1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GA1553'7.6 MI S FROM JONESVILLE.
 GA1553'7.6 MILES SOUTH ALONG STATE HIGHWAY 64 FROM JONESVILLE, ON THE
 GA1553'SUMMIT OF POWELL MOUNTAIN, 30 FEET WEST OF A 36-INCH TREE STUMP,
 GA1553'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTH
 GA1553'OF A FENCE.  A STANDARD DISK, STAMPED F 34 1934 AND SET IN THE
 GA1553'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0848 ***********************************************************************
 HW0848  DESIGNATION -  F 340
 HW0848  PID         -  HW0848
 HW0848  STATE/COUNTY-  VA/AUGUSTA
 HW0848  USGS QUAD   -  MOUNT SIDNEY (1987)
 HW0848
 HW0848                         *CURRENT SURVEY CONTROL
 HW0848  ___________________________________________________________________
 HW0848* NAD 83(1986)-  38 16 36.     (N)    078 56 41.     (W)     SCALED    
 HW0848* NAVD 88     -       384.687  (meters)    1262.09   (feet)  ADJUSTED  
 HW0848  ___________________________________________________________________
 HW0848  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HW0848  DYNAMIC HT  -         384.403 (meters)    1261.16  (feet)  COMP
 HW0848  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 HW0848
 HW0848  VERT ORDER  -  SECOND    CLASS 0
 HW0848
 HW0848.The horizontal coordinates were scaled from a topographic map and have
 HW0848.an estimated accuracy of +/- 6 seconds.
 HW0848
 HW0848.The orthometric height was determined by differential leveling
 HW0848.and adjusted by the National Geodetic Survey in June 1991..
 HW0848
 HW0848.The geoid height was determined by GEOID03.
 HW0848
 HW0848.The dynamic height is computed by dividing the NAVD 88
 HW0848.geopotential number by the normal gravity value computed on the
 HW0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0848.degrees latitude (g = 980.6199 gals.).
 HW0848
 HW0848.The modeled gravity was interpolated from observed gravity values.
 HW0848
 HW0848;                    North         East    Units  Estimated Accuracy
 HW0848;SPC VA N     - 2,067,800.    3,461,090.      MT  (+/- 180 meters Scaled)
 HW0848
 HW0848                          SUPERSEDED SURVEY CONTROL
 HW0848
 HW0848  NGVD 29 (??/??/92)  384.828  (m)         1262.56   (f) ADJ UNCH    2 0
 HW0848
 HW0848.Superseded values are not recommended for survey control.
 HW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0848.See file dsdata.txt to determine how the superseded data were derived.
 HW0848
 HW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC797385(NAD 83)
 HW0848_MARKER: DB = BENCH MARK DISK
 HW0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0848_STAMPING: F 340 1958
 HW0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0848+STABILITY: SURFACE MOTION
 HW0848
 HW0848  HISTORY     - Date     Condition        Report By
 HW0848  HISTORY     - 1958     MONUMENTED       CGS
 HW0848  HISTORY     - 1984     MARK NOT FOUND   NGS
 HW0848
 HW0848                          STATION DESCRIPTION
 HW0848
 HW0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0848'1.6 MI NE FROM MT SIDNEY.
 HW0848'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 HW0848'AT MT. SIDNEY, NEAR THE T JUNCTION OF A PRIVATE ROAD LEADING
 HW0848'NORTHWEST, 41 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HW0848'46 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD LEADING
 HW0848'NORTHWEST, 43 FEET SOUTHWEST OF TELEGRAPH POLE NO. 3296, 25 FEET
 HW0848'SOUTHWEST OF THE SOUTHWEST END OF AN IRON GATE AT ENTRANCE TO A
 HW0848'PASTURE, 36 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF
 HW0848'A FENCE LINE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 HW0848'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 HW0848
 HW0848                          STATION RECOVERY (1984)
 HW0848
 HW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW0848'NOT RECOVERED, THE CONCRETE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1615 ***********************************************************************
 HW1615  DESIGNATION -  F 341
 HW1615  PID         -  HW1615
 HW1615  STATE/COUNTY-  VA/AUGUSTA
 HW1615  USGS QUAD   -  GREENVILLE (1972)
 HW1615
 HW1615                         *CURRENT SURVEY CONTROL
 HW1615  ___________________________________________________________________
 HW1615* NAD 83(1986)-  38 01 13.     (N)    079 08 24.     (W)     SCALED    
 HW1615* NAVD 88     -       467.777  (meters)    1534.70   (feet)  ADJUSTED  
 HW1615  ___________________________________________________________________
 HW1615  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HW1615  DYNAMIC HT  -         467.415 (meters)    1533.51  (feet)  COMP
 HW1615  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 HW1615
 HW1615  VERT ORDER  -  FIRST     CLASS II
 HW1615
 HW1615.The horizontal coordinates were scaled from a topographic map and have
 HW1615.an estimated accuracy of +/- 6 seconds.
 HW1615
 HW1615.The orthometric height was determined by differential leveling
 HW1615.and adjusted by the National Geodetic Survey in June 1991..
 HW1615
 HW1615.The geoid height was determined by GEOID03.
 HW1615
 HW1615.The dynamic height is computed by dividing the NAVD 88
 HW1615.geopotential number by the normal gravity value computed on the
 HW1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1615.degrees latitude (g = 980.6199 gals.).
 HW1615
 HW1615.The modeled gravity was interpolated from observed gravity values.
 HW1615
 HW1615;                    North         East    Units  Estimated Accuracy
 HW1615;SPC VA N     - 2,039,450.    3,443,800.      MT  (+/- 180 meters Scaled)
 HW1615
 HW1615                          SUPERSEDED SURVEY CONTROL
 HW1615
 HW1615  NGVD 29 (??/??/92)  467.905  (m)         1535.12   (f) ADJ UNCH    1 2
 HW1615
 HW1615.Superseded values are not recommended for survey control.
 HW1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1615.See file dsdata.txt to determine how the superseded data were derived.
 HW1615
 HW1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC632096(NAD 83)
 HW1615_MARKER: DB = BENCH MARK DISK
 HW1615_SETTING: 66 = SET IN ROCK OUTCROP
 HW1615_SP_SET: ROCK OUTCROP
 HW1615_STAMPING: F 341 1958
 HW1615_MARK LOGO: CGS   
 HW1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1615+STABILITY: POSITION/ELEVATION WELL
 HW1615
 HW1615  HISTORY     - Date     Condition        Report By
 HW1615  HISTORY     - 1958     MONUMENTED       CGS
 HW1615  HISTORY     - 1984     GOOD             NGS
 HW1615
 HW1615                          STATION DESCRIPTION
 HW1615
 HW1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1615'1.4 MI NE FROM GREENVILLE.
 HW1615'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BRIDGE OVER
 HW1615'SOUTH RIVER AT GREENVILLE, NEAR THE SOUTH END OF THE TRIANGLE
 HW1615'FORMED BY THE JUNCTION OF U.S. HIGHWAY 11 AND U.S. HIGHWAY
 HW1615'340, ON TOP AND AT THE NORTH BASE OF A 20-BY-15-FOOT OUTCROP WHICH
 HW1615'PROJECTS 8 FEET ABOVE THE GROUND (SOUTH ONE OF TWO OUTCROP), 112
 HW1615'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 11, 51 FEET WEST
 HW1615'OF THE CENTER LINE OF U.S. HIGHWAY 340, 135 FEET NORTH-NORTHEAST
 HW1615'OF THE SOUTH-SOUTHWEST APEX OF THE TRIANGLE, 1 FOOT ABOVE THE
 HW1615'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAYS.
 HW1615
 HW1615                          STATION RECOVERY (1984)
 HW1615
 HW1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HW1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1550 ***********************************************************************
 HW1550  DESIGNATION -  F 342
 HW1550  PID         -  HW1550
 HW1550  STATE/COUNTY-  VA/AUGUSTA
 HW1550  USGS QUAD   -  STOKESVILLE (1967)
 HW1550
 HW1550                         *CURRENT SURVEY CONTROL
 HW1550  ___________________________________________________________________
 HW1550* NAD 83(1986)-  38 16 30.     (N)    079 11 57.     (W)     SCALED    
 HW1550* NAVD 88     -       485.431  (meters)    1592.62   (feet)  ADJUSTED  
 HW1550  ___________________________________________________________________
 HW1550  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HW1550  DYNAMIC HT  -         485.059 (meters)    1591.40  (feet)  COMP
 HW1550  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 HW1550
 HW1550  VERT ORDER  -  SECOND    CLASS 0
 HW1550
 HW1550.The horizontal coordinates were scaled from a topographic map and have
 HW1550.an estimated accuracy of +/- 6 seconds.
 HW1550
 HW1550.The orthometric height was determined by differential leveling
 HW1550.and adjusted by the National Geodetic Survey in June 1991..
 HW1550
 HW1550.The geoid height was determined by GEOID03.
 HW1550
 HW1550.The dynamic height is computed by dividing the NAVD 88
 HW1550.geopotential number by the normal gravity value computed on the
 HW1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1550.degrees latitude (g = 980.6199 gals.).
 HW1550
 HW1550.The modeled gravity was interpolated from observed gravity values.
 HW1550
 HW1550;                    North         East    Units  Estimated Accuracy
 HW1550;SPC VA N     - 2,067,760.    3,438,820.      MT  (+/- 180 meters Scaled)
 HW1550
 HW1550                          SUPERSEDED SURVEY CONTROL
 HW1550
 HW1550  NGVD 29 (??/??/92)  485.550  (m)         1593.01   (f) ADJ UNCH    2 0
 HW1550
 HW1550.Superseded values are not recommended for survey control.
 HW1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1550.See file dsdata.txt to determine how the superseded data were derived.
 HW1550
 HW1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC575378(NAD 83)
 HW1550_MARKER: DB = BENCH MARK DISK
 HW1550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1550_SP_SET: BRIDGE
 HW1550_STAMPING: F 342 1958
 HW1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1550
 HW1550  HISTORY     - Date     Condition        Report By
 HW1550  HISTORY     - 1958     MONUMENTED       CGS
 HW1550
 HW1550                          STATION DESCRIPTION
 HW1550
 HW1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW1550'4.1 MI NW FROM CHURCHVILLE.
 HW1550'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION
 HW1550'OF STATE HIGHWAY 42 AND THE POST OFFICE AT CHURCHVILLE, ON
 HW1550'TOP OF THE EAST END OF THE WEST CONCRETE ABUTMENT OF THE
 HW1550'HIGHWAY BRIDGE OVER JENNINGS BRANCH, 16 FEET EAST OF THE CENTER
 HW1550'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE SURFACE OF THE
 HW1550'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2583 ***********************************************************************
 GV2583  DESIGNATION -  F 343
 GV2583  PID         -  GV2583
 GV2583  STATE/COUNTY-  VA/HENRICO
 GV2583  USGS QUAD   -  GLEN ALLEN (1994)
 GV2583
 GV2583                         *CURRENT SURVEY CONTROL
 GV2583  ___________________________________________________________________
 GV2583* NAD 83(1986)-  37 38 06.     (N)    077 32 44.     (W)     SCALED    
 GV2583* NAVD 88     -        96.550  (meters)     316.76   (feet)  ADJUSTED  
 GV2583  ___________________________________________________________________
 GV2583  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 GV2583  DYNAMIC HT  -          96.484 (meters)     316.55  (feet)  COMP
 GV2583  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 GV2583
 GV2583  VERT ORDER  -  SECOND    CLASS 0
 GV2583
 GV2583.The horizontal coordinates were scaled from a topographic map and have
 GV2583.an estimated accuracy of +/- 6 seconds.
 GV2583
 GV2583.The orthometric height was determined by differential leveling
 GV2583.and adjusted by the National Geodetic Survey in June 1991..
 GV2583
 GV2583.The geoid height was determined by GEOID03.
 GV2583
 GV2583.The dynamic height is computed by dividing the NAVD 88
 GV2583.geopotential number by the normal gravity value computed on the
 GV2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2583.degrees latitude (g = 980.6199 gals.).
 GV2583
 GV2583.The modeled gravity was interpolated from observed gravity values.
 GV2583
 GV2583;                    North         East    Units  Estimated Accuracy
 GV2583;SPC VA S     - 1,144,880.    3,584,240.      MT  (+/- 180 meters Scaled)
 GV2583
 GV2583                          SUPERSEDED SURVEY CONTROL
 GV2583
 GV2583  NGVD 29 (??/??/??)   96.845  (m)          317.73   (f) ADJUSTED    2 0
 GV2583
 GV2583.Superseded values are not recommended for survey control.
 GV2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2583.See file dsdata.txt to determine how the superseded data were derived.
 GV2583
 GV2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG753683(NAD 83)
 GV2583_MARKER: DB = BENCH MARK DISK
 GV2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2583_STAMPING: F 343 1958
 GV2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2583+STABILITY: SURFACE MOTION
 GV2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2583+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 GV2583
 GV2583  HISTORY     - Date     Condition        Report By
 GV2583  HISTORY     - 1958     MONUMENTED       CGS
 GV2583  HISTORY     - 1988     GOOD             USPSQD
 GV2583  HISTORY     - 19940313 GOOD             USPSQD
 GV2583  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV2583  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 GV2583  HISTORY     - 20050312 GOOD             USPSQD
 GV2583
 GV2583                          STATION DESCRIPTION
 GV2583
 GV2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2583'4 MI E FROM SHORT PUMP.
 GV2583'EAST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF STATE HIGHWAY
 GV2583'271 AT SHORT PUMP FOR 4.0 MILES.  THE MARK IS DIRECTLY IN FRONT
 GV2583'OF THE OFFICE FOR LAIRDS NURSERY, 36 FEET NORTH OF THE CENTERLINE
 GV2583'OF U.S. HIGHWAY 250 AND ONE FOOT WEST OF TELEPHONE POLE NO. Z66.
 GV2583'SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GV2583
 GV2583                          STATION RECOVERY (1988)
 GV2583
 GV2583'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCR)
 GV2583'RECOVERED IN GOOD CONDITION.
 GV2583
 GV2583                          STATION RECOVERY (1994)
 GV2583
 GV2583'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV2583'RECOVERED IN GOOD CONDITION.
 GV2583
 GV2583                          STATION RECOVERY (1996)
 GV2583
 GV2583'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV2583'MARK NOT FOUND.
 GV2583
 GV2583                          STATION RECOVERY (2000)
 GV2583
 GV2583'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLT)
 GV2583'MARK NOT FOUND.
 GV2583
 GV2583                          STATION RECOVERY (2005)
 GV2583
 GV2583'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2583'MARK IS 2.8 FT WEST OF ULILITY POLE 266, 16.7 FT NORTH OF CURB OG US
 GV2583'HIGHWAY 250 AND 29.6FT EAST OF SIGN FOR GOLDS GYM PLAZA WEST TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1582 ***********************************************************************
 GV1582  DESIGNATION -  F 344
 GV1582  PID         -  GV1582
 GV1582  STATE/COUNTY-  VA/HENRICO
 GV1582  USGS QUAD   -  QUINTON (1987)
 GV1582
 GV1582                         *CURRENT SURVEY CONTROL
 GV1582  ___________________________________________________________________
 GV1582* NAD 83(1986)-  37 30 44.     (N)    077 14 58.     (W)     SCALED    
 GV1582* NAVD 88     -        31.874  (meters)     104.57   (feet)  ADJUSTED  
 GV1582  ___________________________________________________________________
 GV1582  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GV1582  DYNAMIC HT  -          31.852 (meters)     104.50  (feet)  COMP
 GV1582  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 GV1582
 GV1582  VERT ORDER  -  FIRST     CLASS II
 GV1582
 GV1582.The horizontal coordinates were scaled from a topographic map and have
 GV1582.an estimated accuracy of +/- 6 seconds.
 GV1582
 GV1582.The orthometric height was determined by differential leveling
 GV1582.and adjusted by the National Geodetic Survey in June 1991..
 GV1582
 GV1582.The geoid height was determined by GEOID03.
 GV1582
 GV1582.The dynamic height is computed by dividing the NAVD 88
 GV1582.geopotential number by the normal gravity value computed on the
 GV1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1582.degrees latitude (g = 980.6199 gals.).
 GV1582
 GV1582.The modeled gravity was interpolated from observed gravity values.
 GV1582
 GV1582;                    North         East    Units  Estimated Accuracy
 GV1582;SPC VA S     - 1,131,560.    3,610,550.      MT  (+/- 180 meters Scaled)
 GV1582
 GV1582                          SUPERSEDED SURVEY CONTROL
 GV1582
 GV1582  NGVD 29 (??/??/??)   32.193  (m)          105.62   (f) ADJUSTED    1 2
 GV1582
 GV1582.Superseded values are not recommended for survey control.
 GV1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1582.See file dsdata.txt to determine how the superseded data were derived.
 GV1582
 GV1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG011540(NAD 83)
 GV1582_MARKER: DB = BENCH MARK DISK
 GV1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1582_SP_SET: BRIDGE
 GV1582_STAMPING: F 344
 GV1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1582+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 GV1582
 GV1582  HISTORY     - Date     Condition        Report By
 GV1582  HISTORY     - UNK      MONUMENTED       CGS
 GV1582  HISTORY     - 1958     GOOD             CGS
 GV1582  HISTORY     - 1979     GOOD             NGS
 GV1582  HISTORY     - 1989     GOOD             USPSQD
 GV1582  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 GV1582  HISTORY     - 20001208 GOOD             USPSQD
 GV1582  HISTORY     - 20050212 GOOD             USPSQD
 GV1582
 GV1582                          STATION DESCRIPTION
 GV1582
 GV1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1582'3.8 MI E FROM SANDSTON.
 GV1582'3.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GV1582'SANDSTON.  THE MARK IS SET IN A DRILL HOLE IN THE NORTHEAST
 GV1582'WINGWALL OF A SMALL CONCRETE BRIDGE UNDER U.S. HIGHWAY 60.
 GV1582
 GV1582                          STATION RECOVERY (1979)
 GV1582
 GV1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1582'RECOVERED IN GOOD CONDITION.
 GV1582
 GV1582                          STATION RECOVERY (1989)
 GV1582
 GV1582'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV1582'RECOVERED IN GOOD CONDITION.
 GV1582
 GV1582                          STATION RECOVERY (1996)
 GV1582
 GV1582'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1582'MARK NOT FOUND.
 GV1582
 GV1582                          STATION RECOVERY (2000)
 GV1582
 GV1582'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1582'RECOVERED IN GOOD CONDITION.
 GV1582
 GV1582                          STATION RECOVERY (2005)
 GV1582
 GV1582'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0694 ***********************************************************************
 GV0694  DESIGNATION -  F 345
 GV0694  PID         -  GV0694
 GV0694  STATE/COUNTY-  VA/JAMES CITY
 GV0694  USGS QUAD   -  WILLIAMSBURG (1984)
 GV0694
 GV0694                         *CURRENT SURVEY CONTROL
 GV0694  ___________________________________________________________________
 GV0694* NAD 83(1986)-  37 21 46.     (N)    076 44 36.     (W)     SCALED    
 GV0694* NAVD 88     -        22.485  (meters)      73.77   (feet)  ADJUSTED  
 GV0694  ___________________________________________________________________
 GV0694  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 GV0694  DYNAMIC HT  -          22.469 (meters)      73.72  (feet)  COMP
 GV0694  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 GV0694
 GV0694  VERT ORDER  -  SECOND    CLASS 0
 GV0694
 GV0694.The horizontal coordinates were scaled from a topographic map and have
 GV0694.an estimated accuracy of +/- 6 seconds.
 GV0694
 GV0694.The orthometric height was determined by differential leveling
 GV0694.and adjusted by the National Geodetic Survey in June 1991..
 GV0694
 GV0694.The geoid height was determined by GEOID03.
 GV0694
 GV0694.The dynamic height is computed by dividing the NAVD 88
 GV0694.geopotential number by the normal gravity value computed on the
 GV0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0694.degrees latitude (g = 980.6199 gals.).
 GV0694
 GV0694.The modeled gravity was interpolated from observed gravity values.
 GV0694
 GV0694;                    North         East    Units  Estimated Accuracy
 GV0694;SPC VA S     - 1,115,690.    3,655,600.      MT  (+/- 180 meters Scaled)
 GV0694
 GV0694                          SUPERSEDED SURVEY CONTROL
 GV0694
 GV0694  NGVD 29 (??/??/??)   22.828  (m)           74.89   (f) ADJUSTED    2 0
 GV0694
 GV0694.Superseded values are not recommended for survey control.
 GV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0694.See file dsdata.txt to determine how the superseded data were derived.
 GV0694
 GV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG456365(NAD 83)
 GV0694_MARKER: DB = BENCH MARK DISK
 GV0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0694_STAMPING: F 345 1958
 GV0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0694+STABILITY: SURFACE MOTION
 GV0694
 GV0694  HISTORY     - Date     Condition        Report By
 GV0694  HISTORY     - 1958     MONUMENTED       CGS
 GV0694  HISTORY     - 1974     GOOD             LOCSUR
 GV0694  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 GV0694  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 GV0694
 GV0694                          STATION DESCRIPTION
 GV0694
 GV0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV0694'9.6 MI SE FROM LANEXA.
 GV0694'5.0 MILES SOUTHEAST ON U.S. HIGHWAY 60 FROM THE LANEXA POST
 GV0694'OFFICE, THENCE SOUTHEAST ON STATE HIGHWAY 168 FOR 4.6 MILES.
 GV0694'THE MARK IS IN A WOODED SECTION OF THE STRIP BETWEEN THE TWO
 GV0694'LANES OF STATE HIGHWAY 168 ABOUT FIVE TREES EAST OF THEIR WEST
 GV0694'END, 70 FEET SOUTH SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND
 GV0694'LANE, 36 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE EAST BOUND
 GV0694'LANE AND 2 FEET SOUTH OF A METAL WITNESS POST.  SET IN A TEN INCH
 GV0694'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GV0694
 GV0694                          STATION RECOVERY (1974)
 GV0694
 GV0694'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0694'RECOVERED IN GOOD CONDITION.
 GV0694
 GV0694                          STATION RECOVERY (1998)
 GV0694
 GV0694'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0694'MARK NOT FOUND.
 GV0694
 GV0694                          STATION RECOVERY (2002)
 GV0694
 GV0694'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0501 ***********************************************************************
 HW0501  DESIGNATION -  F 346
 HW0501  PID         -  HW0501
 HW0501  STATE/COUNTY-  VA/ALBEMARLE
 HW0501  USGS QUAD   -  CHARLOTTESVILLE EAST (1997)
 HW0501
 HW0501                         *CURRENT SURVEY CONTROL
 HW0501  ___________________________________________________________________
 HW0501* NAD 83(1986)-  38 02 04.     (N)    078 27 29.     (W)     SCALED    
 HW0501* NAVD 88     -       102.839  (meters)     337.40   (feet)  ADJUSTED  
 HW0501  ___________________________________________________________________
 HW0501  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HW0501  DYNAMIC HT  -         102.767 (meters)     337.16  (feet)  COMP
 HW0501  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HW0501
 HW0501  VERT ORDER  -  SECOND    CLASS 0
 HW0501
 HW0501.The horizontal coordinates were scaled from a topographic map and have
 HW0501.an estimated accuracy of +/- 6 seconds.
 HW0501
 HW0501.The orthometric height was determined by differential leveling
 HW0501.and adjusted by the National Geodetic Survey in June 1991..
 HW0501
 HW0501.The geoid height was determined by GEOID03.
 HW0501
 HW0501.The dynamic height is computed by dividing the NAVD 88
 HW0501.geopotential number by the normal gravity value computed on the
 HW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0501.degrees latitude (g = 980.6199 gals.).
 HW0501
 HW0501.The modeled gravity was interpolated from observed gravity values.
 HW0501
 HW0501;                    North         East    Units  Estimated Accuracy
 HW0501;SPC VA S     - 1,188,790.    3,503,680.      MT  (+/- 180 meters Scaled)
 HW0501
 HW0501                          SUPERSEDED SURVEY CONTROL
 HW0501
 HW0501  NGVD 29 (??/??/92)  103.080  (m)          338.19   (f) ADJ UNCH    2 0
 HW0501
 HW0501.Superseded values are not recommended for survey control.
 HW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0501.See file dsdata.txt to determine how the superseded data were derived.
 HW0501
 HW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC230126(NAD 83)
 HW0501_MARKER: DB = BENCH MARK DISK
 HW0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0501_SP_SET: BRIDGE
 HW0501_STAMPING: F 346 1958
 HW0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0501
 HW0501  HISTORY     - Date     Condition        Report By
 HW0501  HISTORY     - 1958     MONUMENTED       CGS
 HW0501  HISTORY     - 1964     GOOD             NGS
 HW0501  HISTORY     - 20020919 POOR             NGS
 HW0501
 HW0501                          STATION DESCRIPTION
 HW0501
 HW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HW0501'AT CHARLOTTESVILLE.
 HW0501'SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WING WALL OF THE
 HW0501'U.S. HIGHWAY 250 BRIDGE OVER THE RIVANNA RIVER AT THE NORTHEAST
 HW0501'EDGE OF CHARLOTTESVILLE.
 HW0501
 HW0501                          STATION RECOVERY (1964)
 HW0501
 HW0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HW0501'RECOVERED IN GOOD CONDITION.
 HW0501
 HW0501                          STATION RECOVERY (2002)
 HW0501
 HW0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DRD)
 HW0501'MARK HAS BEEN RESET BY UNKNOWN PARTIES.  NO RESET INFORMATIN AVAILABLE
 HW0501'FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0919 ***********************************************************************
 GW0919  DESIGNATION -  F 348
 GW0919  PID         -  GW0919
 GW0919  STATE/COUNTY-  VA/ROCKBRIDGE
 GW0919  USGS QUAD   -  LEXINGTON (1978)
 GW0919
 GW0919                         *CURRENT SURVEY CONTROL
 GW0919  ___________________________________________________________________
 GW0919* NAD 83(1986)-  37 49 30.     (N)    079 23 13.     (W)     SCALED    
 GW0919* NAVD 88     -       357.499  (meters)    1172.89   (feet)  ADJUSTED  
 GW0919  ___________________________________________________________________
 GW0919  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW0919  DYNAMIC HT  -         357.222 (meters)    1171.99  (feet)  COMP
 GW0919  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 GW0919
 GW0919  VERT ORDER  -  FIRST     CLASS II
 GW0919
 GW0919.The horizontal coordinates were scaled from a topographic map and have
 GW0919.an estimated accuracy of +/- 6 seconds.
 GW0919
 GW0919.The orthometric height was determined by differential leveling
 GW0919.and adjusted by the National Geodetic Survey in June 1991..
 GW0919
 GW0919.The geoid height was determined by GEOID03.
 GW0919
 GW0919.The dynamic height is computed by dividing the NAVD 88
 GW0919.geopotential number by the normal gravity value computed on the
 GW0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0919.degrees latitude (g = 980.6199 gals.).
 GW0919
 GW0919.The modeled gravity was interpolated from observed gravity values.
 GW0919
 GW0919;                    North         East    Units  Estimated Accuracy
 GW0919;SPC VA S     - 1,165,910.    3,421,920.      MT  (+/- 180 meters Scaled)
 GW0919
 GW0919                          SUPERSEDED SURVEY CONTROL
 GW0919
 GW0919  NGVD 29 (??/??/92)  357.658  (m)         1173.42   (f) ADJ UNCH    1 2
 GW0919
 GW0919.Superseded values are not recommended for survey control.
 GW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0919.See file dsdata.txt to determine how the superseded data were derived.
 GW0919
 GW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB419876(NAD 83)
 GW0919_MARKER: DB = BENCH MARK DISK
 GW0919_SETTING: 66 = SET IN ROCK OUTCROP
 GW0919_SP_SET: SET IN ROCK OUTCROP
 GW0919_STAMPING: F 348 1958
 GW0919_MARK LOGO: CGS   
 GW0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0919+STABILITY: POSITION/ELEVATION WELL
 GW0919
 GW0919  HISTORY     - Date     Condition        Report By
 GW0919  HISTORY     - 1958     MONUMENTED       CGS
 GW0919  HISTORY     - 1984     GOOD             NGS
 GW0919
 GW0919                          STATION DESCRIPTION
 GW0919
 GW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0919'4.3 MI NE FROM LEXINGTON.
 GW0919'ABOUT 4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT
 GW0919'HOUSE AT LEXINGTON, ON THE TOP OF A LARGE 8-BY-6-FOOT OUTCROP
 GW0919'PROJECTING 1 FOOT ABOVE THE GROUND, 44 FEET NORTHWEST OF THE
 GW0919'CENTER LINE OF THE NORTH BOUND LANE, 29 FEET SOUTHEAST OF THE
 GW0919'CENTER LINE OF THE SOUTH BOUND LANE AND ABOUT 4 FEET ABOVE THE
 GW0919'LEVEL OF THE HIGHWAY.
 GW0919
 GW0919                          STATION RECOVERY (1984)
 GW0919
 GW0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1592 ***********************************************************************
 GW1592  DESIGNATION -  F 349
 GW1592  PID         -  GW1592
 GW1592  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1592  USGS QUAD   -  NATURAL BRIDGE (1978)
 GW1592
 GW1592                         *CURRENT SURVEY CONTROL
 GW1592  ___________________________________________________________________
 GW1592* NAD 83(1986)-  37 37 46.     (N)    079 32 34.     (W)     SCALED    
 GW1592* NAVD 88     -       328.465  (meters)    1077.64   (feet)  ADJUSTED  
 GW1592  ___________________________________________________________________
 GW1592  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW1592  DYNAMIC HT  -         328.204 (meters)    1076.78  (feet)  COMP
 GW1592  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 GW1592
 GW1592  VERT ORDER  -  FIRST     CLASS II
 GW1592
 GW1592.The horizontal coordinates were scaled from a topographic map and have
 GW1592.an estimated accuracy of +/- 6 seconds.
 GW1592
 GW1592.The orthometric height was determined by differential leveling
 GW1592.and adjusted by the National Geodetic Survey in June 1991..
 GW1592
 GW1592.The geoid height was determined by GEOID03.
 GW1592
 GW1592.The dynamic height is computed by dividing the NAVD 88
 GW1592.geopotential number by the normal gravity value computed on the
 GW1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1592.degrees latitude (g = 980.6199 gals.).
 GW1592
 GW1592.The modeled gravity was interpolated from observed gravity values.
 GW1592
 GW1592;                    North         East    Units  Estimated Accuracy
 GW1592;SPC VA S     - 1,144,350.    3,407,960.      MT  (+/- 180 meters Scaled)
 GW1592
 GW1592                          SUPERSEDED SURVEY CONTROL
 GW1592
 GW1592  NGVD 29 (??/??/92)  328.662  (m)         1078.29   (f) ADJ UNCH    1 2
 GW1592
 GW1592.Superseded values are not recommended for survey control.
 GW1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1592.See file dsdata.txt to determine how the superseded data were derived.
 GW1592
 GW1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB285657(NAD 83)
 GW1592_MARKER: DB = BENCH MARK DISK
 GW1592_SETTING: 66 = SET IN ROCK OUTCROP
 GW1592_SP_SET: OUTCROP
 GW1592_STAMPING: F 349 1958
 GW1592_MARK LOGO: CGS   
 GW1592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1592+STABILITY: POSITION/ELEVATION WELL
 GW1592
 GW1592  HISTORY     - Date     Condition        Report By
 GW1592  HISTORY     - 1958     MONUMENTED       CGS
 GW1592  HISTORY     - 1984     GOOD             NGS
 GW1592
 GW1592                          STATION DESCRIPTION
 GW1592
 GW1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1592'AT NATURAL BRIDGE.
 GW1592'AT NATURAL BRIDGE, ALONG STATE HIGHWAY 130, ABOUT 60 YARDS
 GW1592'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY
 GW1592'130, ON TOP OF A 6-BY-6-FOOT OUTCROP PROJECTING 4 FEET ABOVE
 GW1592'THE GROUND, 23 FEET EAST OF THE CENTER LINE OF THE STATE
 GW1592'HIGHWAY, 95 FEET NORTH OF A POINT DIRECTLY IN FRONT OF THE
 GW1592'POST OFFICE, 129 1/2 FEET SOUTH OF THE SOUTH END OF THE EAST
 GW1592'HEADWALL OF A CONCRETE BRIDGE UNDER THE STATE HIGHWAY, AND
 GW1592'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GW1592
 GW1592                          STATION RECOVERY (1984)
 GW1592
 GW1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1144 ***********************************************************************
 GA1144  DESIGNATION -  F 35
 GA1144  PID         -  GA1144
 GA1144  STATE/COUNTY-  VA/LEE
 GA1144  USGS QUAD   -  BIG STONE GAP (1991)
 GA1144
 GA1144                         *CURRENT SURVEY CONTROL
 GA1144  ___________________________________________________________________
 GA1144* NAD 83(1986)-  36 50 02.     (N)    082 50 07.     (W)     SCALED    
 GA1144* NAVD 88     -       447.072  (meters)    1466.77   (feet)  ADJUSTED  
 GA1144  ___________________________________________________________________
 GA1144  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 GA1144  DYNAMIC HT  -         446.680 (meters)    1465.48  (feet)  COMP
 GA1144  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 GA1144
 GA1144  VERT ORDER  -  SECOND    CLASS 0
 GA1144
 GA1144.The horizontal coordinates were scaled from a topographic map and have
 GA1144.an estimated accuracy of +/- 6 seconds.
 GA1144
 GA1144.The orthometric height was determined by differential leveling
 GA1144.and adjusted by the National Geodetic Survey in June 1991..
 GA1144
 GA1144.The geoid height was determined by GEOID03.
 GA1144
 GA1144.The dynamic height is computed by dividing the NAVD 88
 GA1144.geopotential number by the normal gravity value computed on the
 GA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1144.degrees latitude (g = 980.6199 gals.).
 GA1144
 GA1144.The modeled gravity was interpolated from observed gravity values.
 GA1144
 GA1144;                    North         East    Units  Estimated Accuracy
 GA1144;SPC VA S     - 1,064,430.    3,113,410.      MT  (+/- 180 meters Scaled)
 GA1144
 GA1144                          SUPERSEDED SURVEY CONTROL
 GA1144
 GA1144  NGVD 29 (??/??/92)  447.195  (m)         1467.17   (f) ADJ UNCH    2 0
 GA1144
 GA1144.Superseded values are not recommended for survey control.
 GA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1144.See file dsdata.txt to determine how the superseded data were derived.
 GA1144
 GA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA363780(NAD 83)
 GA1144_MARKER: DB = BENCH MARK DISK
 GA1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1144_STAMPING: F 35 1934
 GA1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1144+STABILITY: SURFACE MOTION
 GA1144
 GA1144  HISTORY     - Date     Condition        Report By
 GA1144  HISTORY     - 1934     MONUMENTED       CGS
 GA1144  HISTORY     - 1966     GOOD             NGS
 GA1144
 GA1144                          STATION DESCRIPTION
 GA1144
 GA1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA1144'3 MI W FROM BIG STONE GAP.
 GA1144'IN LEE COUNTY, 3.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 GA1144'NASHVILLE RAILROAD FROM BIG STONE GAP, 8 RAILS SOUTHWEST OF
 GA1144'MILEPOST 273, ON THE OUTSIDE OF A CURVE, AT A FARM-ROAD CROSSING,
 GA1144'AND 40 FEET SOUTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED F
 GA1144'35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GA1144
 GA1144                          STATION RECOVERY (1966)
 GA1144
 GA1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GA1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1638 ***********************************************************************
 GW1638  DESIGNATION -  F 350
 GW1638  PID         -  GW1638
 GW1638  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1638  USGS QUAD   -  COLLIERSTOWN (1986)
 GW1638
 GW1638                         *CURRENT SURVEY CONTROL
 GW1638  ___________________________________________________________________
 GW1638* NAD 83(1986)-  37 51 33.     (N)    079 30 23.     (W)     SCALED    
 GW1638* NAVD 88     -       365.049  (meters)    1197.66   (feet)  ADJUSTED  
 GW1638  ___________________________________________________________________
 GW1638  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW1638  DYNAMIC HT  -         364.764 (meters)    1196.73  (feet)  COMP
 GW1638  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 GW1638
 GW1638  VERT ORDER  -  SECOND    CLASS 0
 GW1638
 GW1638.The horizontal coordinates were scaled from a topographic map and have
 GW1638.an estimated accuracy of +/- 6 seconds.
 GW1638
 GW1638.The orthometric height was determined by differential leveling
 GW1638.and adjusted by the National Geodetic Survey in June 1991..
 GW1638
 GW1638.The geoid height was determined by GEOID03.
 GW1638
 GW1638.The dynamic height is computed by dividing the NAVD 88
 GW1638.geopotential number by the normal gravity value computed on the
 GW1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1638.degrees latitude (g = 980.6199 gals.).
 GW1638
 GW1638.The modeled gravity was interpolated from observed gravity values.
 GW1638
 GW1638;                    North         East    Units  Estimated Accuracy
 GW1638;SPC VA S     - 1,169,810.    3,411,440.      MT  (+/- 180 meters Scaled)
 GW1638
 GW1638                          SUPERSEDED SURVEY CONTROL
 GW1638
 GW1638  NGVD 29 (??/??/92)  365.218  (m)         1198.22   (f) ADJ UNCH    2 0
 GW1638
 GW1638.Superseded values are not recommended for survey control.
 GW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1638.See file dsdata.txt to determine how the superseded data were derived.
 GW1638
 GW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB313912(NAD 83)
 GW1638_MARKER: DB = BENCH MARK DISK
 GW1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1638_SP_SET: CULVERT
 GW1638_STAMPING: F 350 1958
 GW1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1638
 GW1638  HISTORY     - Date     Condition        Report By
 GW1638  HISTORY     - 1958     MONUMENTED       CGS
 GW1638  HISTORY     - 20040305 GOOD             JCLS
 GW1638
 GW1638                          STATION DESCRIPTION
 GW1638
 GW1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1638'7.2 MI NW FROM LEXINGTON.
 GW1638'ABOUT 7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST
 GW1638'OFFICE AT LEXINGTON, ON THE TOP OF THE NORTH END OF THE SOUTH
 GW1638'CONCRETE WINGWALL OF A 4-BY-4-FOOT CONCRETE BOX CULVERT UNDER
 GW1638'THE HIGHWAY, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 GW1638'AND ABOUT LEVEL WITH THE HIGHWAY.
 GW1638
 GW1638                          STATION RECOVERY (2004)
 GW1638
 GW1638'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 GW1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1620 ***********************************************************************
 GW1620  DESIGNATION -  F 351
 GW1620  PID         -  GW1620
 GW1620  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1620  USGS QUAD   -  COLLIERSTOWN (1986)
 GW1620
 GW1620                         *CURRENT SURVEY CONTROL
 GW1620  ___________________________________________________________________
 GW1620* NAD 83(1986)-  37 47 32.     (N)    079 31 29.     (W)     SCALED    
 GW1620* NAVD 88     -       412.608  (meters)    1353.70   (feet)  ADJUSTED  
 GW1620  ___________________________________________________________________
 GW1620  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GW1620  DYNAMIC HT  -         412.282 (meters)    1352.63  (feet)  COMP
 GW1620  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 GW1620
 GW1620  VERT ORDER  -  SECOND    CLASS 0
 GW1620
 GW1620.The horizontal coordinates were scaled from a topographic map and have
 GW1620.an estimated accuracy of +/- 6 seconds.
 GW1620
 GW1620.The orthometric height was determined by differential leveling
 GW1620.and adjusted by the National Geodetic Survey in June 1991..
 GW1620
 GW1620.The geoid height was determined by GEOID03.
 GW1620
 GW1620.The dynamic height is computed by dividing the NAVD 88
 GW1620.geopotential number by the normal gravity value computed on the
 GW1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1620.degrees latitude (g = 980.6199 gals.).
 GW1620
 GW1620.The modeled gravity was interpolated from observed gravity values.
 GW1620
 GW1620;                    North         East    Units  Estimated Accuracy
 GW1620;SPC VA S     - 1,162,390.    3,409,750.      MT  (+/- 180 meters Scaled)
 GW1620
 GW1620                          SUPERSEDED SURVEY CONTROL
 GW1620
 GW1620  NGVD 29 (??/??/92)  412.775  (m)         1354.25   (f) ADJ UNCH    2 0
 GW1620
 GW1620.Superseded values are not recommended for survey control.
 GW1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1620.See file dsdata.txt to determine how the superseded data were derived.
 GW1620
 GW1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB298837(NAD 83)
 GW1620_MARKER: DB = BENCH MARK DISK
 GW1620_SETTING: 66 = SET IN ROCK OUTCROP
 GW1620_SP_SET: SET IN ROCK OUTCROP
 GW1620_STAMPING: F 351 1958
 GW1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW1620+STABILITY: POSITION/ELEVATION WELL
 GW1620
 GW1620  HISTORY     - Date     Condition        Report By
 GW1620  HISTORY     - 1958     MONUMENTED       CGS
 GW1620
 GW1620                          STATION DESCRIPTION
 GW1620
 GW1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1620'4.1 MI E FROM COLLIERSTOWN.
 GW1620'ABOUT 0.3 MILES EAST ALONG STATE HIGHWAY 251 FROM THE COLLIERSTOWN
 GW1620'PRESBYTERIAN CHURCH AT COLLIERSTOWN, THENCE 3.8 MILES EAST ALONG
 GW1620'COUNTY ROAD NO. 672, 0.05 MILE NORTHWEST OF THE JUNCTION OF
 GW1620'COUNTY ROAD NO. 676 LEADING SOUTHWEST, ON THE TOP OF A 4-BY-6-FOOT
 GW1620'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 19 1/2 FEET NORTHEAST
 GW1620'OF THE CENTER LINE OF THE ROAD, 23 FEET NORTHWEST OF A 14-INCH
 GW1620'CEDAR TREE IN A FENCE LINE, 32 FEET SOUTHEAST OF A 12-INCH CEDAR
 GW1620'TREE IN FENCE LINE, 5 FEET SOUTHWEST OF FENCE LINE AND ABOUT
 GW1620'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1680 ***********************************************************************
 GW1680  DESIGNATION -  F 352
 GW1680  PID         -  GW1680
 GW1680  STATE/COUNTY-  VA/ALLEGHANY
 GW1680  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1680
 GW1680                         *CURRENT SURVEY CONTROL
 GW1680  ___________________________________________________________________
 GW1680* NAD 83(1986)-  37 48 00.     (N)    079 52 12.     (W)     SCALED    
 GW1680* NAVD 88     -       332.386  (meters)    1090.50   (feet)  ADJUSTED  
 GW1680  ___________________________________________________________________
 GW1680  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW1680  DYNAMIC HT  -         332.120 (meters)    1089.63  (feet)  COMP
 GW1680  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GW1680
 GW1680  VERT ORDER  -  SECOND    CLASS 0
 GW1680
 GW1680.The horizontal coordinates were scaled from a topographic map and have
 GW1680.an estimated accuracy of +/- 6 seconds.
 GW1680
 GW1680.The orthometric height was determined by differential leveling
 GW1680.and adjusted by the National Geodetic Survey in June 1991..
 GW1680
 GW1680.The geoid height was determined by GEOID03.
 GW1680
 GW1680.The dynamic height is computed by dividing the NAVD 88
 GW1680.geopotential number by the normal gravity value computed on the
 GW1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1680.degrees latitude (g = 980.6199 gals.).
 GW1680
 GW1680.The modeled gravity was interpolated from observed gravity values.
 GW1680
 GW1680;                    North         East    Units  Estimated Accuracy
 GW1680;SPC VA S     - 1,163,640.    3,379,350.      MT  (+/- 180 meters Scaled)
 GW1680
 GW1680                          SUPERSEDED SURVEY CONTROL
 GW1680
 GW1680  NGVD 29 (??/??/92)  332.573  (m)         1091.12   (f) ADJ UNCH    2 0
 GW1680
 GW1680.Superseded values are not recommended for survey control.
 GW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1680.See file dsdata.txt to determine how the superseded data were derived.
 GW1680
 GW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB994842(NAD 83)
 GW1680_MARKER: DB = BENCH MARK DISK
 GW1680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1680_SP_SET: CULVERT
 GW1680_STAMPING: F 352 1958
 GW1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1680
 GW1680  HISTORY     - Date     Condition        Report By
 GW1680  HISTORY     - 1958     MONUMENTED       CGS
 GW1680  HISTORY     - 1967     GOOD             NGS
 GW1680
 GW1680                          STATION DESCRIPTION
 GW1680
 GW1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW1680'2.9 MI SW FROM CLIFTON FORGE.
 GW1680'ABOUT 2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE CITY
 GW1680'HALL AT CLIFTON FORGE, ON TOP OF THE NORTHEAST END OF THE
 GW1680'SOUTHEAST CONCRETE HEADWALL OF AN 8-BY-8-FOOT CONCRETE BOX CULVERT
 GW1680'UNDER THE HIGHWAY, 95 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GW1680'HIGHWAY, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW PROPOSED
 GW1680'HIGHWAY NOW UNDER CONSTRUCTION (1958), AND ABOUT 15 FEET BELOW
 GW1680'THE LEVEL OF THE HIGHWAY.
 GW1680
 GW1680                          STATION RECOVERY (1967)
 GW1680
 GW1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GW1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1681 ***********************************************************************
 GW1681  DESIGNATION -  F 352 RESET 1962
 GW1681  PID         -  GW1681
 GW1681  STATE/COUNTY-  VA/ALLEGHANY
 GW1681  USGS QUAD   -  CLIFTON FORGE (1986)
 GW1681
 GW1681                         *CURRENT SURVEY CONTROL
 GW1681  ___________________________________________________________________
 GW1681* NAD 83(1986)-  37 48 00.     (N)    079 52 12.     (W)     SCALED    
 GW1681* NAVD 88     -       332.416  (meters)    1090.60   (feet)  ADJUSTED  
 GW1681  ___________________________________________________________________
 GW1681  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW1681  DYNAMIC HT  -         332.150 (meters)    1089.73  (feet)  COMP
 GW1681  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 GW1681
 GW1681  VERT ORDER  -  FIRST     CLASS II
 GW1681
 GW1681.The horizontal coordinates were scaled from a topographic map and have
 GW1681.an estimated accuracy of +/- 6 seconds.
 GW1681
 GW1681.The orthometric height was determined by differential leveling
 GW1681.and adjusted by the National Geodetic Survey in June 1991..
 GW1681
 GW1681.The geoid height was determined by GEOID03.
 GW1681
 GW1681.The dynamic height is computed by dividing the NAVD 88
 GW1681.geopotential number by the normal gravity value computed on the
 GW1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1681.degrees latitude (g = 980.6199 gals.).
 GW1681
 GW1681.The modeled gravity was interpolated from observed gravity values.
 GW1681
 GW1681;                    North         East    Units  Estimated Accuracy
 GW1681;SPC VA S     - 1,163,640.    3,379,350.      MT  (+/- 180 meters Scaled)
 GW1681
 GW1681                          SUPERSEDED SURVEY CONTROL
 GW1681
 GW1681  NGVD 29 (??/??/??)  332.60   (m)         1091.2    (f) RESET       3  
 GW1681
 GW1681.Superseded values are not recommended for survey control.
 GW1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1681.See file dsdata.txt to determine how the superseded data were derived.
 GW1681
 GW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB994842(NAD 83)
 GW1681_MARKER: DD = SURVEY DISK
 GW1681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW1681_STAMPING: F 352 RESET 1962
 GW1681_MARK LOGO: CGS   
 GW1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1681+STABILITY: SURFACE MOTION
 GW1681
 GW1681  HISTORY     - Date     Condition        Report By
 GW1681  HISTORY     - 1962     MONUMENTED       VADH
 GW1681  HISTORY     - 1962     GOOD             NGS
 GW1681  HISTORY     - 1984     GOOD             NGS
 GW1681
 GW1681                          STATION DESCRIPTION
 GW1681
 GW1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1681'2.9 MI SW FROM CLIFTON FORGE.
 GW1681'ABOUT 2.9 MILES SOUTHWEST ALONG U.S. 0064, FROM CITY HALL AT
 GW1681'CLIFTON FORGE, ON TOP OF NORTHEAST END OF SOUTHWEST CONCRETE
 GW1681'HEADWALL OF 8 X 8 BOX CULVERT UNDER HIGHWAY, 155 FEET SOUTHEAST
 GW1681'OF SERVICE ROAD RT. 0064, AND ABOUT 15 FEET BELOW LEVEL OF ROAD.
 GW1681
 GW1681                          STATION RECOVERY (1984)
 GW1681
 GW1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0027 ***********************************************************************
 GX0027  DESIGNATION -  F 353
 GX0027  PID         -  GX0027
 GX0027  STATE/COUNTY-  VA/ALLEGHANY
 GX0027  USGS QUAD   -  JERRYS RUN (1995)
 GX0027
 GX0027                         *CURRENT SURVEY CONTROL
 GX0027  ___________________________________________________________________
 GX0027* NAD 83(1986)-  37 49 10.     (N)    080 10 36.     (W)     SCALED    
 GX0027* NAVD 88     -       678.921  (meters)    2227.43   (feet)  ADJUSTED  
 GX0027  ___________________________________________________________________
 GX0027  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 GX0027  DYNAMIC HT  -         678.347 (meters)    2225.54  (feet)  COMP
 GX0027  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 GX0027
 GX0027  VERT ORDER  -  FIRST     CLASS II
 GX0027
 GX0027.The horizontal coordinates were scaled from a topographic map and have
 GX0027.an estimated accuracy of +/- 6 seconds.
 GX0027
 GX0027.The orthometric height was determined by differential leveling
 GX0027.and adjusted by the National Geodetic Survey in June 1991..
 GX0027
 GX0027.The geoid height was determined by GEOID03.
 GX0027
 GX0027.The dynamic height is computed by dividing the NAVD 88
 GX0027.geopotential number by the normal gravity value computed on the
 GX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0027.degrees latitude (g = 980.6199 gals.).
 GX0027
 GX0027.The modeled gravity was interpolated from observed gravity values.
 GX0027
 GX0027;                    North         East    Units  Estimated Accuracy
 GX0027;SPC VA S     - 1,166,240.    3,352,390.      MT  (+/- 180 meters Scaled)
 GX0027
 GX0027                          SUPERSEDED SURVEY CONTROL
 GX0027
 GX0027  NGVD 29 (??/??/92)  679.067  (m)         2227.91   (f) ADJ UNCH    1 2
 GX0027
 GX0027.Superseded values are not recommended for survey control.
 GX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0027.See file dsdata.txt to determine how the superseded data were derived.
 GX0027
 GX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB724861(NAD 83)
 GX0027_MARKER: DB = BENCH MARK DISK
 GX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0027_STAMPING: F 353 1958
 GX0027_MARK LOGO: CGS   
 GX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0027+STABILITY: SURFACE MOTION
 GX0027
 GX0027  HISTORY     - Date     Condition        Report By
 GX0027  HISTORY     - 1958     MONUMENTED       CGS
 GX0027  HISTORY     - 1958     GOOD             NGS
 GX0027  HISTORY     - 1984     GOOD             NGS
 GX0027
 GX0027                          STATION DESCRIPTION
 GX0027
 GX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX0027'6.4 MI W FROM CALLAGHAN.
 GX0027'ABOUT 6.45 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0027'STATE HIGHWAY 159 AT CALLAGHAN, 0.8 MILE NORTHWEST OF A 10-FOOT
 GX0027'CONCRETE BRIDGE OVER A SMALL STREAM, 0.3 MILE NORTHEAST OF THE
 GX0027'SUMMIT OF A GRADE, 0.25 MILE SOUTHWEST OF THE Y JUNCTION OF A
 GX0027'GRAVEL ROAD LEADING SOUTH, ON THE SOUTH SLOPE AND NEAR THE BASE
 GX0027'OF A HILL THICK WITH TREES, 30 FEET NORTHWEST OF CENTER LINE OF
 GX0027'HIGHWAY, 13 1/2 FEET NORTHEAST OF CENTER LINE OF A DIM NARROW
 GX0027'ROAD LEADING NORTHWEST, AT THE SOUTHWEST END OF A DIRT CUT, ON
 GX0027'THE OUTSIDE AND AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING
 GX0027'EAST AND SOUTHWEST, 3 FEET NORTHWEST OF A 6-INCH LOCUST TREE, ABOUT
 GX0027'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GX0027'PROJECTING 3 INCHES.
 GX0027
 GX0027                          STATION RECOVERY (1984)
 GX0027
 GX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX0027'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 GX0027'STATE HIGHWAY 60 IN NOW FRONTAGE ROAD, THE MARK CAN BE REACHED BY
 GX0027'GOING 2.6 KM (1.6 MI) NORTHEAST ALONG FRONTAGE ROAD FROM THE NORTHWEST
 GX0027'END OF JERRYS RUN TRAIL BRIDGE OVER INTERSTATE 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8823 ***********************************************************************
 HV8823  DESIGNATION -  F 365 RESET
 HV8823  PID         -  HV8823
 HV8823  STATE/COUNTY-  VA/LOUDOUN
 HV8823  USGS QUAD   -  HERNDON (1994)
 HV8823
 HV8823                         *CURRENT SURVEY CONTROL
 HV8823  ___________________________________________________________________
 HV8823* NAD 83(1986)-  38 59 05.     (N)    077 25 22.     (W)     SCALED    
 HV8823* NAVD 88     -        95.67   (meters)     313.9    (feet)  RESET     
 HV8823  ___________________________________________________________________
 HV8823  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV8823
 HV8823  VERT ORDER  -  THIRD
 HV8823
 HV8823.The horizontal coordinates were scaled from a topographic map and have
 HV8823.an estimated accuracy of +/- 6 seconds.
 HV8823
 HV8823.The orthometric height was computed from unverified reset data.
 HV8823.No vertical observational check was made to the station.
 HV8823
 HV8823.The geoid height was determined by GEOID03.
 HV8823
 HV8823;                    North         East    Units  Estimated Accuracy
 HV8823;SPC VA N     - 2,146,850.    3,593,330.      MT  (+/- 180 meters Scaled)
 HV8823
 HV8823                          SUPERSEDED SURVEY CONTROL
 HV8823
 HV8823  NGVD 29 (03/21/06)   95.89   (m)          314.6    (f) RESET       3  
 HV8823
 HV8823.Superseded values are not recommended for survey control.
 HV8823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8823.See file dsdata.txt to determine how the superseded data were derived.
 HV8823
 HV8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ901178(NAD 83)
 HV8823_MARKER: DB = BENCH MARK DISK
 HV8823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8823_SP_SET: CONCRETE POST
 HV8823_STAMPING: F 365 RESET 1987
 HV8823_MARK LOGO: VADHT 
 HV8823_PROJECTION: FLUSH
 HV8823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8823+STABILITY: SURFACE MOTION
 HV8823
 HV8823  HISTORY     - Date     Condition        Report By
 HV8823  HISTORY     - 1987     MONUMENTED       VADHT
 HV8823
 HV8823                          STATION DESCRIPTION
 HV8823
 HV8823'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 HV8823'4.7 KM (2.90 MI) NW FROM HERNDON.
 HV8823'0.55 MILE WEST ALONG ELDEN ST. (SECONDARY STATE HWY. 657), FROM THE
 HV8823'POST OFFICE IN HERNDON, THENCE 1.85 MILES WEST ALONG SECONDARY STATE
 HV8823'HWY 606, THENCE 0.5 MILE NORTH ALONG SECONDARY STATE HWY 636 TO THE
 HV8823'INTERSECTION OF RTE. 636 AND INTERNATIONAL DRIVE, ON THE NORTHEAST
 HV8823'CORNER OF INTERSECTION, 45 FEET FROM THE CENTERLINE OF RTE. 636, 45
 HV8823'FEET FROM THE CENTERLINE OF INTERNATIONAL DRIVE AND 28 1/2 FEET WEST
 HV8823'OF C AND P TELEPHONE POLE 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7916 ***********************************************************************
 HV7916  DESIGNATION -  F 367
 HV7916  PID         -  HV7916
 HV7916  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7916  USGS QUAD   -  GUINEA (1966)
 HV7916
 HV7916                         *CURRENT SURVEY CONTROL
 HV7916  ___________________________________________________________________
 HV7916* NAD 83(1986)-  38 13 24.     (N)    077 28 53.     (W)     SCALED    
 HV7916* NAVD 88     -        77.303  (meters)     253.62   (feet)  ADJUSTED  
 HV7916  ___________________________________________________________________
 HV7916  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV7916  DYNAMIC HT  -          77.256 (meters)     253.46  (feet)  COMP
 HV7916  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 HV7916
 HV7916  VERT ORDER  -  FIRST     CLASS I
 HV7916
 HV7916.The horizontal coordinates were scaled from a topographic map and have
 HV7916.an estimated accuracy of +/- 6 seconds.
 HV7916
 HV7916.The orthometric height was determined by differential leveling
 HV7916.and adjusted by the National Geodetic Survey in June 1991..
 HV7916
 HV7916.The geoid height was determined by GEOID03.
 HV7916
 HV7916.The dynamic height is computed by dividing the NAVD 88
 HV7916.geopotential number by the normal gravity value computed on the
 HV7916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7916.degrees latitude (g = 980.6199 gals.).
 HV7916
 HV7916.The modeled gravity was interpolated from observed gravity values.
 HV7916
 HV7916;                    North         East    Units  Estimated Accuracy
 HV7916;SPC VA N     - 2,062,280.    3,589,190.      MT  (+/- 180 meters Scaled)
 HV7916
 HV7916                          SUPERSEDED SURVEY CONTROL
 HV7916
 HV7916  NGVD 29 (??/??/??)   77.551  (m)          254.43   (f) ADJUSTED    1 1
 HV7916
 HV7916.Superseded values are not recommended for survey control.
 HV7916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7916.See file dsdata.txt to determine how the superseded data were derived.
 HV7916
 HV7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH827335(NAD 83)
 HV7916_MARKER: DV = VERTICAL CONTROL DISK
 HV7916_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HV7916_SP_SET: GALVANIZED STEEL ROD
 HV7916_STAMPING: F 367 1978
 HV7916_MARK LOGO: NGS   
 HV7916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7916+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7916
 HV7916  HISTORY     - Date     Condition        Report By
 HV7916  HISTORY     - 1978     MONUMENTED       NGS
 HV7916  HISTORY     - 1981     GOOD             NGS
 HV7916  HISTORY     - 1983     GOOD             NGS
 HV7916  HISTORY     - 19910828 GOOD             NGS
 HV7916  HISTORY     - 19981024 GOOD             USPSQD
 HV7916
 HV7916                          STATION DESCRIPTION
 HV7916
 HV7916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HV7916'10.1 MI SOUTH FROM FREDERICKSBURG.
 HV7916'5.8 MILES SOUTHEAST ALONG US HIGHWAY 17 AND STATE HIGHWAY 2 FROM
 HV7916'THE POST OFFICE AT FREDERICKSBURG, THENCE 4.3 MILES WEST ALONG
 HV7916'HIGHWAY 17 BYPASS FROM THE JUNCTION OF HIGHWAY 2.  THE MARK IS
 HV7916'LOCATED AT A POWERLINE CROSSING NORTH-SOUTH IN THE SOUTH RIGHT-OF-
 HV7916'WAY IN LINE WITH A ROW OF POWERLINE POLES, 67 FT SOUTH OF THE
 HV7916'CENTERLINE OF THE HIGHWAY, 1 FT NORTH OF THE SOUTH RIGHT-OF-WAY
 HV7916'FENCE, IN THE MIDDLE OF A SMALL CLEARING.  THE DISK IS SET LEVEL WITH
 HV7916'GROUND ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 HV7916
 HV7916                          STATION RECOVERY (1981)
 HV7916
 HV7916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HV7916'RECOVERED IN GOOD CONDITION.
 HV7916
 HV7916                          STATION RECOVERY (1983)
 HV7916
 HV7916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7916'RECOVERED IN GOOD CONDITION.
 HV7916
 HV7916                          STATION RECOVERY (1991)
 HV7916
 HV7916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7916'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV7916'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV7916'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV7916'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN LEFT AND GO WEST ON US
 HV7916'HIGHWAY 17 NORTH FOR 4.65 MI (7.48 KM) TO THE MARK ON THE LEFT IN A
 HV7916'POWERLINE RIGHT-OF-WAY ABOUT 10 FT (3.0 M) EAST OF THE CENTER OF THE
 HV7916'POWERLINES.  THE MARK IS SET INSIDE AN NGS LOGO CAP PROJECTING 1 INCH
 HV7916'ABOVE GROUND.  1.5 FT (0.5 M) EAST OF A WITNESS POST 19.2 FT (5.9 M)
 HV7916'SOUTH OF A 10-INCH OAK TREE 25.5 FT (7.8 M) NORTH OF THE GUARDRAIL ON
 HV7916'THE NORTH SIDE OF US HWY 17 33.6 FT (10.2 M) NORTH OF THE NORTH EDGE
 HV7916'OF THE WESTBOUND LANE OF US HWY 17
 HV7916
 HV7916                          STATION RECOVERY (1998)
 HV7916
 HV7916'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1707 ***********************************************************************
 GW1707  DESIGNATION -  F 368
 GW1707  PID         -  GW1707
 GW1707  STATE/COUNTY-  VA/BOTETOURT
 GW1707  USGS QUAD   -  BUCHANAN (1985)
 GW1707
 GW1707                         *CURRENT SURVEY CONTROL
 GW1707  ___________________________________________________________________
 GW1707* NAD 83(1986)-  37 30 15.     (N)    079 44 08.     (W)     SCALED    
 GW1707* NAVD 88     -       284.062  (meters)     931.96   (feet)  ADJUSTED  
 GW1707  ___________________________________________________________________
 GW1707  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 GW1707  DYNAMIC HT  -         283.835 (meters)     931.22  (feet)  COMP
 GW1707  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 GW1707
 GW1707  VERT ORDER  -  FIRST     CLASS II
 GW1707
 GW1707.The horizontal coordinates were scaled from a topographic map and have
 GW1707.an estimated accuracy of +/- 6 seconds.
 GW1707
 GW1707.The orthometric height was determined by differential leveling
 GW1707.and adjusted by the National Geodetic Survey in June 1991..
 GW1707
 GW1707.The geoid height was determined by GEOID03.
 GW1707
 GW1707.The dynamic height is computed by dividing the NAVD 88
 GW1707.geopotential number by the normal gravity value computed on the
 GW1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1707.degrees latitude (g = 980.6199 gals.).
 GW1707
 GW1707.The modeled gravity was interpolated from observed gravity values.
 GW1707
 GW1707;                    North         East    Units  Estimated Accuracy
 GW1707;SPC VA S     - 1,130,650.    3,390,760.      MT  (+/- 180 meters Scaled)
 GW1707
 GW1707                          SUPERSEDED SURVEY CONTROL
 GW1707
 GW1707  NGVD 29 (??/??/92)  284.266  (m)          932.63   (f) ADJ UNCH    1 2
 GW1707
 GW1707.Superseded values are not recommended for survey control.
 GW1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1707.See file dsdata.txt to determine how the superseded data were derived.
 GW1707
 GW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB117515(NAD 83)
 GW1707_MARKER: DB = BENCH MARK DISK
 GW1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1707_SP_SET: CULVERT
 GW1707_STAMPING: F 368 1959
 GW1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1707
 GW1707  HISTORY     - Date     Condition        Report By
 GW1707  HISTORY     - 1959     MONUMENTED       CGS
 GW1707  HISTORY     - 19951104 GOOD             USPSQD
 GW1707
 GW1707                          STATION DESCRIPTION
 GW1707
 GW1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GW1707'3.9 MI SW FROM BUCHANAN.
 GW1707'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE SOUTH
 GW1707'END OF THE CONCRETE HIGHWAY BRIDGE OVER JAMES RIVER AT BUCHANAN,
 GW1707'1.3 MILES SOUTHWEST OF THE BRIDGE OVER LOONEY MILL, 0.3 MILE
 GW1707'SOUTHWEST OF THE SUMMIT OF A GRADE AND HIGH CUT, AT THE JUNCTION
 GW1707'OF BLACK TOP ROAD 715 LEADING SOUTH AND DOWNHILL, AT THE
 GW1707'NORTHEAST END OF FOUR LANE PART OF HIGHWAY, 50 FEET SOUTHEAST OF
 GW1707'THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER LINE
 GW1707'OF ROAD 715, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 GW1707'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 11,
 GW1707'AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GW1707
 GW1707                          STATION RECOVERY (1995)
 GW1707
 GW1707'RECOVERY NOTE BY US POWER SQUADRON 1995
 GW1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0369 ***********************************************************************
 GX0369  DESIGNATION -  F 369
 GX0369  PID         -  GX0369
 GX0369  STATE/COUNTY-  VA/ROANOKE
 GX0369  USGS QUAD   -  SALEM (1984)
 GX0369
 GX0369                         *CURRENT SURVEY CONTROL
 GX0369  ___________________________________________________________________
 GX0369* NAD 83(1986)-  37 18 55.     (N)    080 00 16.     (W)     SCALED    
 GX0369* NAVD 88     -       322.688  (meters)    1058.69   (feet)  ADJUSTED  
 GX0369  ___________________________________________________________________
 GX0369  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GX0369  DYNAMIC HT  -         322.421 (meters)    1057.81  (feet)  COMP
 GX0369  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 GX0369
 GX0369  VERT ORDER  -  FIRST     CLASS II
 GX0369
 GX0369.The horizontal coordinates were scaled from a topographic map and have
 GX0369.an estimated accuracy of +/- 6 seconds.
 GX0369
 GX0369.The orthometric height was determined by differential leveling
 GX0369.and adjusted by the National Geodetic Survey in June 1991..
 GX0369
 GX0369.The geoid height was determined by GEOID03.
 GX0369
 GX0369.The dynamic height is computed by dividing the NAVD 88
 GX0369.geopotential number by the normal gravity value computed on the
 GX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0369.degrees latitude (g = 980.6199 gals.).
 GX0369
 GX0369.The modeled gravity was interpolated from observed gravity values.
 GX0369
 GX0369;                    North         East    Units  Estimated Accuracy
 GX0369;SPC VA S     - 1,110,030.    3,366,660.      MT  (+/- 180 meters Scaled)
 GX0369
 GX0369                          SUPERSEDED SURVEY CONTROL
 GX0369
 GX0369  NGVD 29 (??/??/92)  322.878  (m)         1059.31   (f) ADJ UNCH    1 2
 GX0369
 GX0369.Superseded values are not recommended for survey control.
 GX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0369.See file dsdata.txt to determine how the superseded data were derived.
 GX0369
 GX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB882303(NAD 83)
 GX0369_MARKER: DB = BENCH MARK DISK
 GX0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0369_SP_SET: BRIDGE
 GX0369_STAMPING: F 369 1959
 GX0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0369
 GX0369  HISTORY     - Date     Condition        Report By
 GX0369  HISTORY     - 1959     MONUMENTED       CGS
 GX0369  HISTORY     - 1966     GOOD             NGS
 GX0369  HISTORY     - 20051125 MARK NOT FOUND   USPSQD
 GX0369
 GX0369                          STATION DESCRIPTION
 GX0369
 GX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0369'4.2 MI NE FROM SALEM.
 GX0369'2.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE AT
 GX0369'SALEM, THENCE ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 117, 50
 GX0369'YARDS EAST OF THE INTERSECTION OF STATE HIGHWAY 116 (COVE ROAD),
 GX0369'10 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 116, IN TOP OF
 GX0369'THE END OF THE WEST ABUTMENT OF A 10-FOOT CONCRETE BRIDGE FOR A
 GX0369'BRANCH OF PETERS CREEK UNDER HIGHWAY 116, 0.3 FOOT SOUTH OF THE
 GX0369'CONCRETE BANISTER, AND ABOUT LEVEL WITH THE HIGHWAY.
 GX0369
 GX0369                          STATION RECOVERY (1966)
 GX0369
 GX0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX0369'RECOVERED IN GOOD CONDITION.
 GX0369
 GX0369                          STATION RECOVERY (2005)
 GX0369
 GX0369'RECOVERY NOTE BY US POWER SQUADRON 2005 (JH)
 GX0369'PRESUMED DESTROYED WITH BRIDGE DESTRUCTION. CREEK IS NOW ROUTED
 GX0369'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1076 ***********************************************************************
 FZ1076  DESIGNATION -  F 37
 FZ1076  PID         -  FZ1076
 FZ1076  STATE/COUNTY-  VA/WASHINGTON
 FZ1076  USGS QUAD   -  DAMASCUS (1969)
 FZ1076
 FZ1076                         *CURRENT SURVEY CONTROL
 FZ1076  ___________________________________________________________________
 FZ1076* NAD 83(1986)-  36 42 52.     (N)    081 46 39.     (W)     SCALED    
 FZ1076* NAVD 88     -       630.246  (meters)    2067.73   (feet)  ADJUSTED  
 FZ1076  ___________________________________________________________________
 FZ1076  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ1076  DYNAMIC HT  -         629.660 (meters)    2065.81  (feet)  COMP
 FZ1076  MODELED GRAV-     979,681.4   (mgal)                       NAVD 88
 FZ1076
 FZ1076  VERT ORDER  -  SECOND    CLASS 0
 FZ1076
 FZ1076.The horizontal coordinates were scaled from a topographic map and have
 FZ1076.an estimated accuracy of +/- 6 seconds.
 FZ1076
 FZ1076.The orthometric height was determined by differential leveling
 FZ1076.and adjusted by the National Geodetic Survey in June 1991..
 FZ1076
 FZ1076.The geoid height was determined by GEOID03.
 FZ1076
 FZ1076.The dynamic height is computed by dividing the NAVD 88
 FZ1076.geopotential number by the normal gravity value computed on the
 FZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1076.degrees latitude (g = 980.6199 gals.).
 FZ1076
 FZ1076.The modeled gravity was interpolated from observed gravity values.
 FZ1076
 FZ1076;                    North         East    Units  Estimated Accuracy
 FZ1076;SPC VA S     - 1,047,380.    3,207,230.      MT  (+/- 180 meters Scaled)
 FZ1076
 FZ1076                          SUPERSEDED SURVEY CONTROL
 FZ1076
 FZ1076  NGVD 29 (??/??/92)  630.314  (m)         2067.96   (f) ADJ UNCH    2 0
 FZ1076
 FZ1076.Superseded values are not recommended for survey control.
 FZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1076.See file dsdata.txt to determine how the superseded data were derived.
 FZ1076
 FZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA305634(NAD 83)
 FZ1076_MARKER: DB = BENCH MARK DISK
 FZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1076_STAMPING: F 47 1934
 FZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1076+STABILITY: SURFACE MOTION
 FZ1076
 FZ1076  HISTORY     - Date     Condition        Report By
 FZ1076  HISTORY     - 1934     MONUMENTED       CGS
 FZ1076  HISTORY     - 1935     GOOD             NGS
 FZ1076
 FZ1076                          STATION DESCRIPTION
 FZ1076
 FZ1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ1076'AT LODI.
 FZ1076'AT LODI, WASHINGTON COUNTY, ON U.S. HIGHWAY 58, 100 FEET NORTH OF
 FZ1076'LODI STORE, 50 FEET NORTH OF A ROAD FORK, 22 FEET WEST OF THE
 FZ1076'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A WHITEWASHED
 FZ1076'PLANK FENCE.  A STANDARD DISK, STAMPED F 47 1934 AND SET IN THE
 FZ1076'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0234 ***********************************************************************
 GX0234  DESIGNATION -  F 371
 GX0234  PID         -  GX0234
 GX0234  STATE/COUNTY-  VA/MONTGOMERY
 GX0234  USGS QUAD   -  ELLISTON (1972)
 GX0234
 GX0234                         *CURRENT SURVEY CONTROL
 GX0234  ___________________________________________________________________
 GX0234* NAD 83(1986)-  37 13 19.     (N)    080 13 09.     (W)     SCALED    
 GX0234* NAVD 88     -       393.537  (meters)    1291.13   (feet)  ADJUSTED  
 GX0234  ___________________________________________________________________
 GX0234  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GX0234  DYNAMIC HT  -         393.204 (meters)    1290.04  (feet)  COMP
 GX0234  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 GX0234
 GX0234  VERT ORDER  -  FIRST     CLASS II
 GX0234
 GX0234.The horizontal coordinates were scaled from a topographic map and have
 GX0234.an estimated accuracy of +/- 6 seconds.
 GX0234
 GX0234.The orthometric height was determined by differential leveling
 GX0234.and adjusted by the National Geodetic Survey in June 1991..
 GX0234
 GX0234.The geoid height was determined by GEOID03.
 GX0234
 GX0234.The dynamic height is computed by dividing the NAVD 88
 GX0234.geopotential number by the normal gravity value computed on the
 GX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0234.degrees latitude (g = 980.6199 gals.).
 GX0234
 GX0234.The modeled gravity was interpolated from observed gravity values.
 GX0234
 GX0234;                    North         East    Units  Estimated Accuracy
 GX0234;SPC VA S     - 1,100,000.    3,347,440.      MT  (+/- 180 meters Scaled)
 GX0234
 GX0234                          SUPERSEDED SURVEY CONTROL
 GX0234
 GX0234  NGVD 29 (??/??/92)  393.693  (m)         1291.64   (f) ADJ UNCH    1 2
 GX0234
 GX0234.Superseded values are not recommended for survey control.
 GX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0234.See file dsdata.txt to determine how the superseded data were derived.
 GX0234
 GX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB692197(NAD 83)
 GX0234_MARKER: DB = BENCH MARK DISK
 GX0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0234_SP_SET: BRIDGE
 GX0234_STAMPING: F 371 1961
 GX0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0234
 GX0234  HISTORY     - Date     Condition        Report By
 GX0234  HISTORY     - 1959     MONUMENTED       CGS
 GX0234
 GX0234                          STATION DESCRIPTION
 GX0234
 GX0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0234'4.9 MI NE FROM SHAWSVILLE.
 GX0234'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BANK AT
 GX0234'SHAWSVILLE, ABOUT 0.9 MILE NORTHEAST OF THE HIGHWAY BRIDGE OVER
 GX0234'BRAKE BRANCH AT ELLISTON, 17 FEET NORTHWEST OF THE CENTER LINE OF
 GX0234'THE NORTHWEST LANES OF THE HIGHWAY, IN TOP OF THE NORTHWEST END
 GX0234'OF THE NORTHEAST ABUTMENT OF CONCRETE OVERPASS OF NORTHWEST LANE
 GX0234'OF DIVIDED HIGHWAY 11 OVERPASS OVER THE NORFOLK AND WESTERN
 GX0234'RAILWAY, 1 FOOT NORTH OF THE CONCRETE BANISTER, AND ABOUT LEVEL
 GX0234'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0544 ***********************************************************************
 GX0544  DESIGNATION -  F 372
 GX0544  PID         -  GX0544
 GX0544  STATE/COUNTY-  VA/PULASKI
 GX0544  USGS QUAD   -  RADFORD SOUTH (1985)
 GX0544
 GX0544                         *CURRENT SURVEY CONTROL
 GX0544  ___________________________________________________________________
 GX0544* NAD 83(1986)-  37 05 19.     (N)    080 36 28.     (W)     SCALED    
 GX0544* NAVD 88     -       605.408  (meters)    1986.24   (feet)  ADJUSTED  
 GX0544  ___________________________________________________________________
 GX0544  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 GX0544  DYNAMIC HT  -         604.861 (meters)    1984.45  (feet)  COMP
 GX0544  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 GX0544
 GX0544  VERT ORDER  -  FIRST     CLASS II
 GX0544
 GX0544.The horizontal coordinates were scaled from a topographic map and have
 GX0544.an estimated accuracy of +/- 6 seconds.
 GX0544
 GX0544.The orthometric height was determined by differential leveling
 GX0544.and adjusted by the National Geodetic Survey in June 1991..
 GX0544
 GX0544.The geoid height was determined by GEOID03.
 GX0544
 GX0544.The dynamic height is computed by dividing the NAVD 88
 GX0544.geopotential number by the normal gravity value computed on the
 GX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0544.degrees latitude (g = 980.6199 gals.).
 GX0544
 GX0544.The modeled gravity was interpolated from observed gravity values.
 GX0544
 GX0544;                    North         East    Units  Estimated Accuracy
 GX0544;SPC VA S     - 1,085,910.    3,312,630.      MT  (+/- 180 meters Scaled)
 GX0544
 GX0544                          SUPERSEDED SURVEY CONTROL
 GX0544
 GX0544  NGVD 29 (??/??/92)  605.504  (m)         1986.56   (f) ADJ UNCH    1 2
 GX0544
 GX0544.Superseded values are not recommended for survey control.
 GX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0544.See file dsdata.txt to determine how the superseded data were derived.
 GX0544
 GX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB348047(NAD 83)
 GX0544_MARKER: DB = BENCH MARK DISK
 GX0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0544_STAMPING: F 372 1959
 GX0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0544+STABILITY: SURFACE MOTION
 GX0544
 GX0544  HISTORY     - Date     Condition        Report By
 GX0544  HISTORY     - 1959     MONUMENTED       CGS
 GX0544
 GX0544                          STATION DESCRIPTION
 GX0544
 GX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GX0544'5.2 MI NE FROM NEWBERN.
 GX0544'5.2 MILES NORTHEAST ALONG ROAD NO. 611 FROM THE POST OFFICE AT
 GX0544'NEWBERN, 0.75 MILE EAST OF MOUNTAIN VIEW METHODIST CHURCH AND
 GX0544'CEMETERY, 0.35 MILE SOUTHEAST OF THE JUNCTION OF ROAD 624 LEADING
 GX0544'NORTH, 53 FEET SOUTH-SOUTHEAST OF THE CENTER OF JUNCTION OF A
 GX0544'SMALL ROAD LEADING SOUTHEAST, AT OUTSIDE OF CURVE IN ROAD 611,
 GX0544'18 FEET SOUTHWEST OF THE CENTER LINE OF SIDE ROAD LEADING SOUTHEAST,
 GX0544'2 FEET NORTHEAST OF A WIRE FENCE, 20 1/2 FEET SOUTHEAST OF THE
 GX0544'CENTER OF A GATE, 45 FEET SOUTHEAST OF A FENCE CORNER, 50 1/2
 GX0544'FEET SOUTH-SOUTHWEST OF AND ACROSS THE SIDE ROAD FROM POWER LINE
 GX0544'POLE 478-5 (NUMBERS ARE HIGH UP ON POLE), 2 FEET NORTHWEST OF A
 GX0544'STEEL WITNESS POST, ABOUT LEVEL WITH THE SIDE ROAD, AND SET IN
 GX0544'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0509 ***********************************************************************
 FZ0509  DESIGNATION -  F 373
 FZ0509  PID         -  FZ0509
 FZ0509  STATE/COUNTY-  VA/PULASKI
 FZ0509  USGS QUAD   -  FOSTERS FALLS (1985)
 FZ0509
 FZ0509                         *CURRENT SURVEY CONTROL
 FZ0509  ___________________________________________________________________
 FZ0509* NAD 83(1986)-  36 59 25.     (N)    080 48 25.     (W)     SCALED    
 FZ0509* NAVD 88     -       653.940  (meters)    2145.47   (feet)  ADJUSTED  
 FZ0509  ___________________________________________________________________
 FZ0509  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FZ0509  DYNAMIC HT  -         653.340 (meters)    2143.50  (feet)  COMP
 FZ0509  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 FZ0509
 FZ0509  VERT ORDER  -  FIRST     CLASS II
 FZ0509
 FZ0509.The horizontal coordinates were scaled from a topographic map and have
 FZ0509.an estimated accuracy of +/- 6 seconds.
 FZ0509
 FZ0509.The orthometric height was determined by differential leveling
 FZ0509.and adjusted by the National Geodetic Survey in June 1991..
 FZ0509
 FZ0509.The geoid height was determined by GEOID03.
 FZ0509
 FZ0509.The dynamic height is computed by dividing the NAVD 88
 FZ0509.geopotential number by the normal gravity value computed on the
 FZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0509.degrees latitude (g = 980.6199 gals.).
 FZ0509
 FZ0509.The modeled gravity was interpolated from observed gravity values.
 FZ0509
 FZ0509;                    North         East    Units  Estimated Accuracy
 FZ0509;SPC VA S     - 1,075,410.    3,294,660.      MT  (+/- 180 meters Scaled)
 FZ0509
 FZ0509                          SUPERSEDED SURVEY CONTROL
 FZ0509
 FZ0509  NGVD 29 (??/??/92)  654.027  (m)         2145.75   (f) ADJ UNCH    1 2
 FZ0509
 FZ0509.Superseded values are not recommended for survey control.
 FZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0509.See file dsdata.txt to determine how the superseded data were derived.
 FZ0509
 FZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA171938(NAD 83)
 FZ0509_MARKER: DB = BENCH MARK DISK
 FZ0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0509_SP_SET: CULVERT
 FZ0509_STAMPING: F 373 1959
 FZ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0509
 FZ0509  HISTORY     - Date     Condition        Report By
 FZ0509  HISTORY     - 1959     MONUMENTED       CGS
 FZ0509
 FZ0509                          STATION DESCRIPTION
 FZ0509
 FZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0509'3.6 MI SW FROM DRAPER.
 FZ0509'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM DRAPER ELEMENTARY
 FZ0509'SCHOOL AT DRAPER, THENCE ABOUT 0.85 MILES WEST ALONG STATE HIGHWAY
 FZ0509'101, THENCE ABOUT 0.05 MILE WEST ALONG U.S. HIGHWAY 11, 55 FEET
 FZ0509'NORTH OF THE CENTER LINE OF HIGHWAY 11, IN TOP OF THE EAST END OF
 FZ0509'THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT WITH PARTITION
 FZ0509'UNDER INTERSTATE HIGHWAY 81 NOW UNDER CONSTRUCTION, AND ABOUT
 FZ0509'LEVEL WITH HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1327 ***********************************************************************
 FZ1327  DESIGNATION -  F 374
 FZ1327  PID         -  FZ1327
 FZ1327  STATE/COUNTY-  VA/WYTHE
 FZ1327  USGS QUAD   -  WYTHEVILLE (1991)
 FZ1327
 FZ1327                         *CURRENT SURVEY CONTROL
 FZ1327  ___________________________________________________________________
 FZ1327* NAD 83(1986)-  36 56 42.     (N)    081 05 22.     (W)     SCALED    
 FZ1327* NAVD 88     -       707.760  (meters)    2322.04   (feet)  ADJUSTED  
 FZ1327  ___________________________________________________________________
 FZ1327  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FZ1327  DYNAMIC HT  -         707.106 (meters)    2319.90  (feet)  COMP
 FZ1327  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 FZ1327
 FZ1327  VERT ORDER  -  FIRST     CLASS II
 FZ1327
 FZ1327.The horizontal coordinates were scaled from a topographic map and have
 FZ1327.an estimated accuracy of +/- 6 seconds.
 FZ1327
 FZ1327.The orthometric height was determined by differential leveling
 FZ1327.and adjusted by the National Geodetic Survey in June 1991..
 FZ1327.WARNING-Repeat measurements at this control monument indicate possible
 FZ1327.vertical movement.
 FZ1327
 FZ1327.The geoid height was determined by GEOID03.
 FZ1327
 FZ1327.The dynamic height is computed by dividing the NAVD 88
 FZ1327.geopotential number by the normal gravity value computed on the
 FZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1327.degrees latitude (g = 980.6199 gals.).
 FZ1327
 FZ1327.The modeled gravity was interpolated from observed gravity values.
 FZ1327
 FZ1327;                    North         East    Units  Estimated Accuracy
 FZ1327;SPC VA S     - 1,071,040.    3,269,380.      MT  (+/- 180 meters Scaled)
 FZ1327
 FZ1327                          SUPERSEDED SURVEY CONTROL
 FZ1327
 FZ1327  NGVD 29 (??/??/92)  707.874  (m)         2322.42   (f) ADJ UNCH    1 2
 FZ1327
 FZ1327.Superseded values are not recommended for survey control.
 FZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1327.See file dsdata.txt to determine how the superseded data were derived.
 FZ1327
 FZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA920887(NAD 83)
 FZ1327_MARKER: DB = BENCH MARK DISK
 FZ1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ1327_SP_SET: CONCRETE MANHOLE
 FZ1327_STAMPING: F 374 1959
 FZ1327_MARK LOGO: CGS   
 FZ1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1327
 FZ1327  HISTORY     - Date     Condition        Report By
 FZ1327  HISTORY     - 1959     MONUMENTED       CGS
 FZ1327  HISTORY     - 1984     GOOD             NGS
 FZ1327  HISTORY     - 1984     GOOD             NGS
 FZ1327
 FZ1327                          STATION DESCRIPTION
 FZ1327
 FZ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1327'AT WYTHEVILLE.
 FZ1327'AT WYTHEVILLE, ABOUT 0.45 MILE SOUTHWEST ALONG MAIN ST.
 FZ1327'(U.S. HIGHWAYS 11 AND 21) FROM THE POST OFFICE, THENCE
 FZ1327'ABOUT 0.05 MILE SOUTHWEST ALONG U.S. HIGHWAY 21, AT THE
 FZ1327'BOTTOM OF GRADES, 17 FT SE OF THE SE CURB OF MAIN ST. (HIGH-
 FZ1327'WAY 21), 7 1/2 FT SE OF THE SE EDGE OF CONCRETE SIDEWALK, 15.3
 FZ1327'FT SE OF THE CENTER OF A CIRCULAR MANHOLE LID IN TOP OF CATCH
 FZ1327'BASIN AND MARKED VDH, IN TOP OF THE S CORNER OF CONCRETE MANHOLE
 FZ1327'ABOUT 15 FT DEEP, 2 1/2 FT S OF THE CENTER OF CIRCULAR MANHOLE
 FZ1327'LID (IRON), AND ABOUT 1 1/2 FT BELOW THE LEVEL OF THE SIDEWALK.
 FZ1327
 FZ1327                          STATION RECOVERY (1984)
 FZ1327
 FZ1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1327'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1984 LEVELING.
 FZ1327
 FZ1327                          STATION RECOVERY (1984)
 FZ1327
 FZ1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0780 ***********************************************************************
 FZ0780  DESIGNATION -  F 375
 FZ0780  PID         -  FZ0780
 FZ0780  STATE/COUNTY-  VA/SMYTH
 FZ0780  USGS QUAD   -  ATKINS (1991)
 FZ0780
 FZ0780                         *CURRENT SURVEY CONTROL
 FZ0780  ___________________________________________________________________
 FZ0780* NAD 83(1986)-  36 51 33.     (N)    081 27 25.     (W)     SCALED    
 FZ0780* NAVD 88     -       684.284  (meters)    2245.02   (feet)  ADJUSTED  
 FZ0780  ___________________________________________________________________
 FZ0780  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FZ0780  DYNAMIC HT  -         683.646 (meters)    2242.93  (feet)  COMP
 FZ0780  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 FZ0780
 FZ0780  VERT ORDER  -  FIRST     CLASS II
 FZ0780
 FZ0780.The horizontal coordinates were scaled from a topographic map and have
 FZ0780.an estimated accuracy of +/- 6 seconds.
 FZ0780
 FZ0780.The orthometric height was determined by differential leveling
 FZ0780.and adjusted by the National Geodetic Survey in June 1991..
 FZ0780
 FZ0780.The geoid height was determined by GEOID03.
 FZ0780
 FZ0780.The dynamic height is computed by dividing the NAVD 88
 FZ0780.geopotential number by the normal gravity value computed on the
 FZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0780.degrees latitude (g = 980.6199 gals.).
 FZ0780
 FZ0780.The modeled gravity was interpolated from observed gravity values.
 FZ0780
 FZ0780;                    North         East    Units  Estimated Accuracy
 FZ0780;SPC VA S     - 1,062,480.    3,236,360.      MT  (+/- 180 meters Scaled)
 FZ0780
 FZ0780                          SUPERSEDED SURVEY CONTROL
 FZ0780
 FZ0780  NGVD 29 (??/??/92)  684.354  (m)         2245.25   (f) ADJ UNCH    1 2
 FZ0780
 FZ0780.Superseded values are not recommended for survey control.
 FZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0780.See file dsdata.txt to determine how the superseded data were derived.
 FZ0780
 FZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA592793(NAD 83)
 FZ0780_MARKER: DB = BENCH MARK DISK
 FZ0780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ0780_STAMPING: F 375 1959
 FZ0780_MARK LOGO: CGS   
 FZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0780+STABILITY: SURFACE MOTION
 FZ0780
 FZ0780  HISTORY     - Date     Condition        Report By
 FZ0780  HISTORY     - 1959     MONUMENTED       CGS
 FZ0780  HISTORY     - 1984     GOOD             NGS
 FZ0780  HISTORY     - 1985     GOOD             USPSQD
 FZ0780
 FZ0780                          STATION DESCRIPTION
 FZ0780
 FZ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ0780'4 MI NE FROM MARION.
 FZ0780'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ0780'OFFICE AT MARION, ABOUT 1.95 MILES SOUTHWEST OF THE ATKINS SCHOOL
 FZ0780'AT ATKINS, 0.95 MILE NORTHEAST OF MT. CARMEL CHURCH, 54 YARDS
 FZ0780'WEST OF THE JUNCTION OF ROAD NO. 680 LEADING SOUTH, 20 1/2 FEET
 FZ0780'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE WEST
 FZ0780'END OF THE NORTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT, AND ABOUT
 FZ0780'LEVEL WITH THE HIGHWAY.
 FZ0780
 FZ0780                          STATION RECOVERY (1984)
 FZ0780
 FZ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ0780'RECOVERED IN GOOD CONDITION.
 FZ0780
 FZ0780                          STATION RECOVERY (1985)
 FZ0780
 FZ0780'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0780'DESCRICPTION SHOULD READ: '54 YARDS WEST OF THE JUNCTION OF ROAD NO.
 FZ0780'690 LEADING SOUTH. INSTEAD OF ROAD 680.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0293 ***********************************************************************
 GA0293  DESIGNATION -  F 376
 GA0293  PID         -  GA0293
 GA0293  STATE/COUNTY-  VA/WASHINGTON
 GA0293  USGS QUAD   -  WYNDALE (1991)
 GA0293
 GA0293                         *CURRENT SURVEY CONTROL
 GA0293  ___________________________________________________________________
 GA0293* NAD 83(1986)-  36 40 43.     (N)    082 02 28.     (W)     SCALED    
 GA0293* NAVD 88     -       605.367  (meters)    1986.11   (feet)  ADJUSTED  
 GA0293  ___________________________________________________________________
 GA0293  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GA0293  DYNAMIC HT  -         604.810 (meters)    1984.28  (feet)  COMP
 GA0293  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 GA0293
 GA0293  VERT ORDER  -  FIRST     CLASS II
 GA0293
 GA0293.The horizontal coordinates were scaled from a topographic map and have
 GA0293.an estimated accuracy of +/- 6 seconds.
 GA0293
 GA0293.The orthometric height was determined by differential leveling
 GA0293.and adjusted by the National Geodetic Survey in June 1991..
 GA0293
 GA0293.The geoid height was determined by GEOID03.
 GA0293
 GA0293.The dynamic height is computed by dividing the NAVD 88
 GA0293.geopotential number by the normal gravity value computed on the
 GA0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0293.degrees latitude (g = 980.6199 gals.).
 GA0293
 GA0293.The modeled gravity was interpolated from observed gravity values.
 GA0293
 GA0293;                    North         East    Units  Estimated Accuracy
 GA0293;SPC VA S     - 1,044,250.    3,183,550.      MT  (+/- 180 meters Scaled)
 GA0293
 GA0293                          SUPERSEDED SURVEY CONTROL
 GA0293
 GA0293  NGVD 29 (??/??/92)  605.463  (m)         1986.42   (f) ADJ UNCH    1 2
 GA0293
 GA0293.Superseded values are not recommended for survey control.
 GA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0293.See file dsdata.txt to determine how the superseded data were derived.
 GA0293
 GA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA069597(NAD 83)
 GA0293_MARKER: DB = BENCH MARK DISK
 GA0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA0293_SP_SET: CONCRETE BANISTER
 GA0293_STAMPING: F 376 1959
 GA0293_MARK LOGO: CGS   
 GA0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0293
 GA0293  HISTORY     - Date     Condition        Report By
 GA0293  HISTORY     - 1959     MONUMENTED       CGS
 GA0293  HISTORY     - 1984     GOOD             NGS
 GA0293
 GA0293                          STATION DESCRIPTION
 GA0293
 GA0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GA0293'4.8 MI SW FROM ABINGDON.
 GA0293'4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE AT
 GA0293'ABINGDON, 42 YARDS WEST OF THE INTERSECTION OF ROAD NO. 611 LEADING
 GA0293'NORTHEAST TO BAKERS CHAPEL AND SOUTHEAST TO SPRING CREEK PRESBYTERIAN
 GA0293'CHURCH, 22 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY (THREE
 GA0293'LANES), SET VERTICALLY IN THE SOUTHWEST FACE OR SOUTHWEST END OF
 GA0293'THE NORTHWEST HEAD WALL WITH CONCRETE BANISTERS OF 15-FOOT CONCRETE
 GA0293'HIGHWAY BRIDGE OVER SPRING CREEK, 1 FOOT BELOW THE LEVEL OF THE
 GA0293'TOP OF CONCRETE FOOTING OF CONCRETE BANISTER, AND ABOUT 1 FOOT
 GA0293'BELOW THE LEVEL OF THE HIGHWAY.
 GA0293
 GA0293                          STATION RECOVERY (1984)
 GA0293
 GA0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GA0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1149 ***********************************************************************
 FZ1149  DESIGNATION -  F 377
 FZ1149  PID         -  FZ1149
 FZ1149  STATE/COUNTY-  VA/SMYTH
 FZ1149  USGS QUAD   -  CHILHOWIE (1978)
 FZ1149
 FZ1149                         *CURRENT SURVEY CONTROL
 FZ1149  ___________________________________________________________________
 FZ1149* NAD 83(1986)-  36 48 39.     (N)    081 38 41.     (W)     SCALED    
 FZ1149* NAVD 88     -       600.577  (meters)    1970.39   (feet)  ADJUSTED  
 FZ1149  ___________________________________________________________________
 FZ1149  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ1149  DYNAMIC HT  -         600.023 (meters)    1968.58  (feet)  COMP
 FZ1149  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 FZ1149
 FZ1149  VERT ORDER  -  FIRST     CLASS II
 FZ1149
 FZ1149.The horizontal coordinates were scaled from a topographic map and have
 FZ1149.an estimated accuracy of +/- 6 seconds.
 FZ1149
 FZ1149.The orthometric height was determined by differential leveling
 FZ1149.and adjusted by the National Geodetic Survey in June 1991..
 FZ1149
 FZ1149.The geoid height was determined by GEOID03.
 FZ1149
 FZ1149.The dynamic height is computed by dividing the NAVD 88
 FZ1149.geopotential number by the normal gravity value computed on the
 FZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1149.degrees latitude (g = 980.6199 gals.).
 FZ1149
 FZ1149.The modeled gravity was interpolated from observed gravity values.
 FZ1149
 FZ1149;                    North         East    Units  Estimated Accuracy
 FZ1149;SPC VA S     - 1,057,660.    3,219,450.      MT  (+/- 180 meters Scaled)
 FZ1149
 FZ1149                          SUPERSEDED SURVEY CONTROL
 FZ1149
 FZ1149  NGVD 29 (??/??/92)  600.682  (m)         1970.74   (f) ADJ UNCH    1 2
 FZ1149
 FZ1149.Superseded values are not recommended for survey control.
 FZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1149.See file dsdata.txt to determine how the superseded data were derived.
 FZ1149
 FZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA424740(NAD 83)
 FZ1149_MARKER: DB = BENCH MARK DISK
 FZ1149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FZ1149_STAMPING: F 377 1959
 FZ1149_MARK LOGO: CGS   
 FZ1149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1149+STABILITY: POSITION/ELEVATION WELL
 FZ1149
 FZ1149  HISTORY     - Date     Condition        Report By
 FZ1149  HISTORY     - 1959     MONUMENTED       CGS
 FZ1149  HISTORY     - 1978     GOOD             LOCENG
 FZ1149  HISTORY     - 1984     GOOD             NGS
 FZ1149  HISTORY     - 1985     GOOD             USPSQD
 FZ1149
 FZ1149                          STATION DESCRIPTION
 FZ1149
 FZ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FZ1149'0.8 MI W FROM SEVEN MILE FORD.
 FZ1149'ABOUT 0.85 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY
 FZ1149'FROM THE POST OFFICE AT SEVEN MILE FORD, ABOUT 2.45 MILES
 FZ1149'NORTHEAST ALONG THE N. AND W. RY. FROM THE STATION AT CHILHOWI,
 FZ1149'8 FEET NORTH OF THE NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE
 FZ1149'OF THE FIRST PIER NORTH OF TRACK FOR CONCRETE OVERPASS OF U.S.
 FZ1149'HIGHWAY 11 OVER THE TRACK, 3 FEET ABOVE THE GROUND, 3 FEET
 FZ1149'EAST OF THE WEST END OF THE PIER, AND ABOUT 1 1/2 FEET ABOVE
 FZ1149'THE LEVEL OF THE TRACK.
 FZ1149
 FZ1149                          STATION RECOVERY (1978)
 FZ1149
 FZ1149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 FZ1149'RECOVERED IN GOOD CONDITION.
 FZ1149
 FZ1149                          STATION RECOVERY (1984)
 FZ1149
 FZ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1149'RECOVERED IN GOOD CONDITION.
 FZ1149
 FZ1149                          STATION RECOVERY (1985)
 FZ1149
 FZ1149'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0221 ***********************************************************************
 GV0221  DESIGNATION -  F 378
 GV0221  PID         -  GV0221
 GV0221  STATE/COUNTY-  VA/C OF HAMPTON
 GV0221  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0221
 GV0221                         *CURRENT SURVEY CONTROL
 GV0221  ___________________________________________________________________
 GV0221* NAD 83(1986)-  37 03 37.     (N)    076 25 11.     (W)     SCALED    
 GV0221* NAVD 88     -         7.566  (meters)      24.82   (feet)  ADJUSTED  
 GV0221  ___________________________________________________________________
 GV0221  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 GV0221  DYNAMIC HT  -           7.561 (meters)      24.81  (feet)  COMP
 GV0221  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 GV0221
 GV0221  VERT ORDER  -  SECOND    CLASS 0
 GV0221
 GV0221.The horizontal coordinates were scaled from a topographic map and have
 GV0221.an estimated accuracy of +/- 6 seconds.
 GV0221
 GV0221.The orthometric height was determined by differential leveling
 GV0221.and adjusted by the National Geodetic Survey in June 1991..
 GV0221
 GV0221.The geoid height was determined by GEOID03.
 GV0221
 GV0221.The dynamic height is computed by dividing the NAVD 88
 GV0221.geopotential number by the normal gravity value computed on the
 GV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0221.degrees latitude (g = 980.6199 gals.).
 GV0221
 GV0221.The modeled gravity was interpolated from observed gravity values.
 GV0221
 GV0221;                    North         East    Units  Estimated Accuracy
 GV0221;SPC VA S     - 1,082,710.    3,685,000.      MT  (+/- 180 meters Scaled)
 GV0221
 GV0221                          SUPERSEDED SURVEY CONTROL
 GV0221
 GV0221  NGVD 29 (??/??/??)    7.807  (m)           25.61   (f) ADJUSTED    2 0
 GV0221
 GV0221.Superseded values are not recommended for survey control.
 GV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0221.See file dsdata.txt to determine how the superseded data were derived.
 GV0221
 GV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG737025(NAD 83)
 GV0221_MARKER: DB = BENCH MARK DISK
 GV0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV0221_SP_SET: BRIDGE
 GV0221_STAMPING: F 378 1959
 GV0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0221
 GV0221  HISTORY     - Date     Condition        Report By
 GV0221  HISTORY     - 1959     MONUMENTED       CGS
 GV0221  HISTORY     - 1974     GOOD             LOCSUR
 GV0221
 GV0221                          STATION DESCRIPTION
 GV0221
 GV0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV0221'4.9 MI NW FROM HAMPTON.
 GV0221'4.9 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 64 FROM ITS OVERPASS
 GV0221'OVER KING STREET AT HAMPTON, 0.6 MILE SOUTHEAST OF THE OVERPASS
 GV0221'OF BIG BETHEL ROAD OVER INTERSTATE HIGHWAY 64, 22 1/2 FEET
 GV0221'SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANE, IN TOP
 GV0221'AND 16 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 GV0221'BANISTER OF CONCRETE BRIDGE UNDER SOUTHEAST BOUND LANE OF
 GV0221'INTERSTATE HIGHWAY 64, OVER THE NORTHWEST ABUTMENT OF SAME BRIDGE,
 GV0221'AND 3.7 FEET ABOVE THE LEVEL OF BRIDGE FLOOR.
 GV0221
 GV0221                          STATION RECOVERY (1974)
 GV0221
 GV0221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 GV0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0337 ***********************************************************************
 FX0337  DESIGNATION -  F 379
 FX0337  PID         -  FX0337
 FX0337  STATE/COUNTY-  VA/C OF NORFOLK
 FX0337  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0337
 FX0337                         *CURRENT SURVEY CONTROL
 FX0337  ___________________________________________________________________
 FX0337* NAD 83(1986)-  36 46 23.     (N)    076 18 30.     (W)     SCALED    
 FX0337* NAVD 88     -         2.676  (meters)       8.78   (feet)  POSTED    
 FX0337  ___________________________________________________________________
 FX0337  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 FX0337  DYNAMIC HT  -           2.670 (meters)       8.76  (feet)  COMP
 FX0337  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 FX0337
 FX0337  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX0337
 FX0337.The horizontal coordinates were scaled from a topographic map and have
 FX0337.an estimated accuracy of +/- 6 seconds.
 FX0337
 FX0337.The orthometric height was determined by differential leveling
 FX0337.and adjusted by the National Geodetic Survey in 1992..
 FX0337.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX0337.rate of 1.1 thru 2.0 mm/km.
 FX0337
 FX0337.The geoid height was determined by GEOID03.
 FX0337
 FX0337.The dynamic height is computed by dividing the NAVD 88
 FX0337.geopotential number by the normal gravity value computed on the
 FX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0337.degrees latitude (g = 980.6199 gals.).
 FX0337
 FX0337.The modeled gravity was interpolated from observed gravity values.
 FX0337
 FX0337;                    North         East    Units  Estimated Accuracy
 FX0337;SPC VA S     - 1,051,070.    3,695,640.      MT  (+/- 180 meters Scaled)
 FX0337
 FX0337                          SUPERSEDED SURVEY CONTROL
 FX0337
 FX0337  NGVD 29 (??/??/92)    2.926  (m)            9.60   (f) ADJ UNCH    2 0
 FX0337
 FX0337.Superseded values are not recommended for survey control.
 FX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0337.See file dsdata.txt to determine how the superseded data were derived.
 FX0337
 FX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF832704(NAD 83)
 FX0337_MARKER: DB = BENCH MARK DISK
 FX0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0337_SP_SET: MANHOLE
 FX0337_STAMPING: F 379 1959
 FX0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0337
 FX0337  HISTORY     - Date     Condition        Report By
 FX0337  HISTORY     - 1959     MONUMENTED       CGS
 FX0337
 FX0337                          STATION DESCRIPTION
 FX0337
 FX0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0337'2.6 MI NE FROM DEEP CREEK.
 FX0337'ABOUT 2.6 MILES NORTHEAST ALONG SHELL ROAD FROM THE HIGH SCHOOL
 FX0337'AT DEEP CREEK, AT THE CROSSING OF THE NORFOLK AND WESTERN
 FX0337'RAILWAY, 0.7 MILE SOUTHWEST ALONG THE RAILWAY FROM THE DRAW
 FX0337'BRIDGE ACROSS THE SOUTHERN BRANCH OF ELIZABETH RIVER, 26 1/2
 FX0337'FEET SOUTHEAST OF THE CENTER LINE OF SHELL ROAD (NO. 648),
 FX0337'39 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, IN TOP
 FX0337'OF THE SOUTHEAST CORNER OF A 5-BY 9-FOOT CONCRETE MANHOLE WITH
 FX0337'FOUR PART IRON LID, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 FX0337'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1849 ***********************************************************************
 GX1849  DESIGNATION -  F 38
 GX1849  PID         -  GX1849
 GX1849  STATE/COUNTY-  VA/TAZEWELL
 GX1849  USGS QUAD   -  POUNDING MILL (1977)
 GX1849
 GX1849                         *CURRENT SURVEY CONTROL
 GX1849  ___________________________________________________________________
 GX1849* NAD 83(1986)-  37 02 47.     (N)    081 40 38.     (W)     SCALED    
 GX1849* NAVD 88     -       767.593  (meters)    2518.34   (feet)  ADJUSTED  
 GX1849  ___________________________________________________________________
 GX1849  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GX1849  DYNAMIC HT  -         766.902 (meters)    2516.08  (feet)  COMP
 GX1849  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 GX1849
 GX1849  VERT ORDER  -  SECOND    CLASS 0
 GX1849
 GX1849.The horizontal coordinates were scaled from a topographic map and have
 GX1849.an estimated accuracy of +/- 6 seconds.
 GX1849
 GX1849.The orthometric height was determined by differential leveling
 GX1849.and adjusted by the National Geodetic Survey in June 1991..
 GX1849
 GX1849.The geoid height was determined by GEOID03.
 GX1849
 GX1849.The dynamic height is computed by dividing the NAVD 88
 GX1849.geopotential number by the normal gravity value computed on the
 GX1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1849.degrees latitude (g = 980.6199 gals.).
 GX1849
 GX1849.The modeled gravity was interpolated from observed gravity values.
 GX1849
 GX1849;                    North         East    Units  Estimated Accuracy
 GX1849;SPC VA S     - 1,083,890.    3,217,430.      MT  (+/- 180 meters Scaled)
 GX1849
 GX1849                          SUPERSEDED SURVEY CONTROL
 GX1849
 GX1849  NGVD 29 (??/??/92)  767.696  (m)         2518.68   (f) ADJ UNCH    2 0
 GX1849
 GX1849.Superseded values are not recommended for survey control.
 GX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1849.See file dsdata.txt to determine how the superseded data were derived.
 GX1849
 GX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB397002(NAD 83)
 GX1849_MARKER: DB = BENCH MARK DISK
 GX1849_SETTING: 0 = UNSPECIFIED SETTING
 GX1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1849
 GX1849  HISTORY     - Date     Condition        Report By
 GX1849  HISTORY     - UNK      MONUMENTED       CGS
 GX1849  HISTORY     - 1941     GOOD             NGS
 GX1849
 GX1849                          STATION DESCRIPTION
 GX1849
 GX1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GX1849'9 MI W FROM TAZEWELL.
 GX1849'2.1 MILES WEST OF LIBERTY ON STATE HIGHWAY 81 ON THE NORTH SIDE
 GX1849'OF THE ROAD ABOUT 25 YARDS WEST OF THE J. WALKER BOWEN HOUSE,
 GX1849'ABOUT 20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET
 GX1849'EAST OF THE EAST GATEPOST IN THE FENCE AND JUST INSIDE THE FENCE
 GX1849'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0524 ***********************************************************************
 FX0524  DESIGNATION -  F 380
 FX0524  PID         -  FX0524
 FX0524  STATE/COUNTY-  VA/C OF NORFOLK
 FX0524  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0524
 FX0524                         *CURRENT SURVEY CONTROL
 FX0524  ___________________________________________________________________
 FX0524* NAD 83(1986)-  36 50 55.     (N)    076 16 27.     (W)     SCALED    
 FX0524* NAVD 88     -         2.007  (meters)       6.58   (feet)  ADJUSTED  
 FX0524  ___________________________________________________________________
 FX0524  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX0524  DYNAMIC HT  -           2.006 (meters)       6.58  (feet)  COMP
 FX0524  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0524
 FX0524  VERT ORDER  -  FIRST     CLASS II
 FX0524
 FX0524.The horizontal coordinates were scaled from a topographic map and have
 FX0524.an estimated accuracy of +/- 6 seconds.
 FX0524
 FX0524.The orthometric height was determined by differential leveling
 FX0524.and adjusted by the National Geodetic Survey in June 1991..
 FX0524
 FX0524.The geoid height was determined by GEOID03.
 FX0524
 FX0524.The dynamic height is computed by dividing the NAVD 88
 FX0524.geopotential number by the normal gravity value computed on the
 FX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0524.degrees latitude (g = 980.6199 gals.).
 FX0524
 FX0524.The modeled gravity was interpolated from observed gravity values.
 FX0524
 FX0524;                    North         East    Units  Estimated Accuracy
 FX0524;SPC VA S     - 1,059,520.    3,698,500.      MT  (+/- 180 meters Scaled)
 FX0524
 FX0524                          SUPERSEDED SURVEY CONTROL
 FX0524
 FX0524  NGVD 29 (??/??/92)    2.259  (m)            7.41   (f) ADJ UNCH    1 2
 FX0524
 FX0524.Superseded values are not recommended for survey control.
 FX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0524.See file dsdata.txt to determine how the superseded data were derived.
 FX0524
 FX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF864788(NAD 83)
 FX0524_MARKER: DB = BENCH MARK DISK
 FX0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0524_SP_SET: FOOTING
 FX0524_STAMPING: F 380 1959
 FX0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0524+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 FX0524
 FX0524  HISTORY     - Date     Condition        Report By
 FX0524  HISTORY     - 1959     MONUMENTED       CGS
 FX0524  HISTORY     - 1978     GOOD             NGS
 FX0524  HISTORY     - 20031108 GOOD             USPSQD
 FX0524
 FX0524                          STATION DESCRIPTION
 FX0524
 FX0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX0524'AT NORFOLK.
 FX0524'AT NORFOLK, AT THE SOUTH CORNER OF OVERPASS OF VEHICLE DRIVE
 FX0524'AND NORFOLK AND WESTERN RAILWAY OVER BRAMBLETON AVENUE, 36
 FX0524'FEET SOUTHEAST OF THE CENTER LINE OF BRAMBLETON AVENUE, 47
 FX0524'FEET NORTHEAST OF THE NORTHEAST RAIL OF N. AND W. RY., IN TOP
 FX0524'OF RAIL FOOTING FOR STEEL PIPE RAILING AND BETWEEN NORTHWEST
 FX0524'END OF STEEL PIPE RAILING AND SOUTHEAST END OF CONCRETE BANISTER
 FX0524'OF OVERPASS, AND ABOUT LEVEL WITH THE TRACK.
 FX0524
 FX0524                          STATION RECOVERY (1978)
 FX0524
 FX0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0524'RECOVERED IN GOOD CONDITION.
 FX0524
 FX0524                          STATION RECOVERY (2003)
 FX0524
 FX0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM)
 FX0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1879 ***********************************************************************
 GV1879  DESIGNATION -  F 381
 GV1879  PID         -  GV1879
 GV1879  STATE/COUNTY-  VA/PRINCE GEORGE
 GV1879  USGS QUAD   -  PRINCE GEORGE (1994)
 GV1879
 GV1879                         *CURRENT SURVEY CONTROL
 GV1879  ___________________________________________________________________
 GV1879* NAD 83(1986)-  37 07 52.     (N)    077 21 28.     (W)     SCALED    
 GV1879* NAVD 88     -        44.362  (meters)     145.54   (feet)  ADJUSTED  
 GV1879  ___________________________________________________________________
 GV1879  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GV1879  DYNAMIC HT  -          44.330 (meters)     145.44  (feet)  COMP
 GV1879  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 GV1879
 GV1879  VERT ORDER  -  SECOND    CLASS 0
 GV1879
 GV1879.The horizontal coordinates were scaled from a topographic map and have
 GV1879.an estimated accuracy of +/- 6 seconds.
 GV1879
 GV1879.The orthometric height was determined by differential leveling
 GV1879.and adjusted by the National Geodetic Survey in June 1991..
 GV1879
 GV1879.The geoid height was determined by GEOID03.
 GV1879
 GV1879.The dynamic height is computed by dividing the NAVD 88
 GV1879.geopotential number by the normal gravity value computed on the
 GV1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1879.degrees latitude (g = 980.6199 gals.).
 GV1879
 GV1879.The modeled gravity was interpolated from observed gravity values.
 GV1879
 GV1879;                    North         East    Units  Estimated Accuracy
 GV1879;SPC VA S     - 1,089,150.    3,601,490.      MT  (+/- 180 meters Scaled)
 GV1879
 GV1879                          SUPERSEDED SURVEY CONTROL
 GV1879
 GV1879  NGVD 29 (??/??/??)   44.704  (m)          146.67   (f) ADJUSTED    2 0
 GV1879
 GV1879.Superseded values are not recommended for survey control.
 GV1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1879.See file dsdata.txt to determine how the superseded data were derived.
 GV1879
 GV1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905120(NAD 83)
 GV1879_MARKER: DB = BENCH MARK DISK
 GV1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1879_SP_SET: CONCRETE MANHOLE
 GV1879_STAMPING: F 381 1959
 GV1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1879
 GV1879  HISTORY     - Date     Condition        Report By
 GV1879  HISTORY     - 1959     MONUMENTED       CGS
 GV1879  HISTORY     - 19980609 MARK NOT FOUND   USPSQD
 GV1879  HISTORY     - 20030302 MARK NOT FOUND   USPSQD
 GV1879
 GV1879                          STATION DESCRIPTION
 GV1879
 GV1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GV1879'7.3 MI NE FROM CARSON.
 GV1879'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL
 GV1879'AT CARSON, THENCE ABOUT 3.2 MILES NORTH ALONG INTERSTATE HIGHWAY
 GV1879'95, ABOUT 0.7 MILE SOUTH OF OVERPASS OF U.S. HIGHWAY 301 OVER
 GV1879'INTERSTATE HIGHWAY, IN THE TOP OF NORTHWEST CORNER OF A CONCRETE
 GV1879'MANHOLE WHICH IS LOCATED BETWEEN THE TWO LANES OF HIGHWAY,
 GV1879'ABOUT 0.3 MILE NORTH OF OVERPASS OF COUNTY ROAD 608 OVER HIGHWAY,
 GV1879'1 FOOT EAST OF A STEEL WITNESS POST AND ABOUT LEVEL WITH ROAD.
 GV1879
 GV1879                          STATION RECOVERY (1998)
 GV1879
 GV1879'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV1879'MARK NOT FOUND.
 GV1879
 GV1879                          STATION RECOVERY (2003)
 GV1879
 GV1879'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 GV1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1517 ***********************************************************************
 FX1517  DESIGNATION -  F 382
 FX1517  PID         -  FX1517
 FX1517  STATE/COUNTY-  VA/GREENSVILLE
 FX1517  USGS QUAD   -  EMPORIA (1986)
 FX1517
 FX1517                         *CURRENT SURVEY CONTROL
 FX1517  ___________________________________________________________________
 FX1517* NAD 83(1986)-  36 39 02.     (N)    077 33 32.     (W)     SCALED    
 FX1517* NAVD 88     -        38.277  (meters)     125.58   (feet)  ADJUSTED  
 FX1517  ___________________________________________________________________
 FX1517  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 FX1517  DYNAMIC HT  -          38.249 (meters)     125.49  (feet)  COMP
 FX1517  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 FX1517
 FX1517  VERT ORDER  -  SECOND    CLASS 0
 FX1517
 FX1517.The horizontal coordinates were scaled from a topographic map and have
 FX1517.an estimated accuracy of +/- 6 seconds.
 FX1517
 FX1517.The orthometric height was determined by differential leveling
 FX1517.and adjusted by the National Geodetic Survey in June 1991..
 FX1517
 FX1517.The geoid height was determined by GEOID03.
 FX1517
 FX1517.The dynamic height is computed by dividing the NAVD 88
 FX1517.geopotential number by the normal gravity value computed on the
 FX1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1517.degrees latitude (g = 980.6199 gals.).
 FX1517
 FX1517.The modeled gravity was interpolated from observed gravity values.
 FX1517
 FX1517;                    North         East    Units  Estimated Accuracy
 FX1517;SPC VA S     - 1,035,620.    3,584,150.      MT  (+/- 180 meters Scaled)
 FX1517
 FX1517                          SUPERSEDED SURVEY CONTROL
 FX1517
 FX1517  NGVD 29 (??/??/92)   38.651  (m)          126.81   (f) ADJ UNCH    2 0
 FX1517
 FX1517.Superseded values are not recommended for survey control.
 FX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1517.See file dsdata.txt to determine how the superseded data were derived.
 FX1517
 FX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF712591(NAD 83)
 FX1517_MARKER: DB = BENCH MARK DISK
 FX1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1517_SP_SET: CULVERT
 FX1517_STAMPING: F 382 1959
 FX1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1517
 FX1517  HISTORY     - Date     Condition        Report By
 FX1517  HISTORY     - 1959     MONUMENTED       CGS
 FX1517
 FX1517                          STATION DESCRIPTION
 FX1517
 FX1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FX1517'3.7 MI S FROM EMPORIA.
 FX1517'ABOUT 3.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 95 FROM THE
 FX1517'CROSSING OF U.S. HIGHWAY 58 AT EMPORIA, IN THE TOP OF THE SOUTH
 FX1517'END OF WEST HEAD WALL OF A TWIN 7-FOOT CONCRETE BOX CULVERT
 FX1517'UNDER HIGHWAY, 33 1/2 FEET WEST OF CENTER LINE OF SOUTH BOUND
 FX1517'TRAFFIC LANE OF HIGHWAY, 1/2 FOOT NORTH OF SOUTH END OF HEAD
 FX1517'WALL AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2262 ***********************************************************************
 HV2262  DESIGNATION -  F 383
 HV2262  PID         -  HV2262
 HV2262  STATE/COUNTY-  VA/FAIRFAX
 HV2262  USGS QUAD   -  ANNANDALE (1994)
 HV2262
 HV2262                         *CURRENT SURVEY CONTROL
 HV2262  ___________________________________________________________________
 HV2262* NAD 83(1986)-  38 52 25.     (N)    077 13 38.     (W)     SCALED    
 HV2262* NAVD 88     -       109.231  (meters)     358.37   (feet)  ADJUSTED  
 HV2262  ___________________________________________________________________
 HV2262  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV2262  DYNAMIC HT  -         109.170 (meters)     358.17  (feet)  COMP
 HV2262  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 HV2262
 HV2262  VERT ORDER  -  SECOND    CLASS 0
 HV2262
 HV2262.The horizontal coordinates were scaled from a topographic map and have
 HV2262.an estimated accuracy of +/- 6 seconds.
 HV2262
 HV2262.The orthometric height was determined by differential leveling
 HV2262.and adjusted by the National Geodetic Survey in June 1991..
 HV2262
 HV2262.The geoid height was determined by GEOID03.
 HV2262
 HV2262.The dynamic height is computed by dividing the NAVD 88
 HV2262.geopotential number by the normal gravity value computed on the
 HV2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2262.degrees latitude (g = 980.6199 gals.).
 HV2262
 HV2262.The modeled gravity was interpolated from observed gravity values.
 HV2262
 HV2262;                    North         East    Units  Estimated Accuracy
 HV2262;SPC VA N     - 2,134,740.    3,610,440.      MT  (+/- 180 meters Scaled)
 HV2262
 HV2262                          SUPERSEDED SURVEY CONTROL
 HV2262
 HV2262  NGVD 29 (??/??/??)  109.458  (m)          359.11   (f) ADJUSTED    2 0
 HV2262
 HV2262.Superseded values are not recommended for survey control.
 HV2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2262.See file dsdata.txt to determine how the superseded data were derived.
 HV2262
 HV2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ067051(NAD 83)
 HV2262_MARKER: DB = BENCH MARK DISK
 HV2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2262_SP_SET: IN BUILDING HOUSING
 HV2262_STAMPING: F 383 1960
 HV2262_MARK LOGO: CGS   
 HV2262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2262+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 HV2262
 HV2262  HISTORY     - Date     Condition        Report By
 HV2262  HISTORY     - 1960     MONUMENTED       CGS
 HV2262  HISTORY     - 1968     GOOD             LOCSUR
 HV2262  HISTORY     - 19920120 GOOD             MSI
 HV2262  HISTORY     - 19971014 GOOD             DMW
 HV2262  HISTORY     - 20030707 GOOD             GEOCAC
 HV2262
 HV2262                          STATION DESCRIPTION
 HV2262
 HV2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2262'AT MERRIFIELD.
 HV2262'AT MERRIFIELD, AT THE INTERSECTION OF GALLOWS ROAD AND U.S.
 HV2262'HIGHWAYS 29 AND 211, SET VERTICALLY IN THE NORTH BRICK FACE OF
 HV2262'BUILDING HOUSING I G A SUPER MARKET AND POST OFFICE, 9 FEET
 HV2262'NORTHWEST OF CENTER OF MAIN DOORWAY ENTRANCE TO SUPER MARKET,
 HV2262'262 FEET WEST OF CENTER LINE OF GALLOWS ROAD, 136 1/2 FEET SOUTH
 HV2262'OF THE CENTER LINE OF U.S. HIGHWAYS 29 AND 211, AND ABOUT 1.9 FEET
 HV2262'ABOVE THE LEVEL OF THE SIDEWALK.
 HV2262
 HV2262                          STATION RECOVERY (1968)
 HV2262
 HV2262'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 HV2262'RECOVERED IN GOOD CONDITION.
 HV2262
 HV2262                          STATION RECOVERY (1992)
 HV2262
 HV2262'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV2262'IN MERRIFIELD, AT THE INTERSECTION OF GALLOWS ROAD AND U.S. HIGHWAYS
 HV2262'29 AND 211, SET VERTICALLY IN THE NORTH BRICK FACE OF BUILDING
 HV2262'HOUSING IGA SUPER MARKET AND POST OFFICE, 9 FEET (2.7 M) NORTHWEST OF
 HV2262'CENTER OF MAIN DOORWAY ENTRANCE TO SUPER MARKET, 262 FEET (79.9 M)
 HV2262'WEST OF CENTER LINE OF GALLOWS ROAD, 136.5 FEET (41.6 M) SOUTH OF THE
 HV2262'CENTER LINE OF U.S. HIGHWAYS 29 AND 211, AND ABOUT 1.9 FEET (0.6 M)
 HV2262'ABOVE THE LEVEL OF THE SIDEWALK.
 HV2262
 HV2262                          STATION RECOVERY (1997)
 HV2262
 HV2262'RECOVERY NOTE BY DAFT MCCUNE WALKER INCORPORATED 1997 (DMM)
 HV2262'THE BUILDING WHICH THE STATION IS ATTACHED IS NOW A MATTRESS
 HV2262'DISCOUNTERS AND THE BUILDING FACE AND STATION HAVE BEEN PAINTED WHITE.
 HV2262
 HV2262                          STATION RECOVERY (2003)
 HV2262
 HV2262'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV2262'IN THE NORTH FACADE OF THE BUILDING AT 8213 LEE HIGHWAY, ON THE EAST
 HV2262'SIDE OF THIS FACADE, BETWEEN A LARGE DISPLAY WINDOW AND A DOOR AT THE
 HV2262'NORTHEAST CORNER, AND IN THE 7TH AND 8TH COURSES OF BRICKWORK,
 HV2262'COUNTING UP FROM THE SIDEWALK. AS PREVIOUSLY NOTED, DISK AND BRICKWORK
 HV2262'ARE PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2699 ***********************************************************************
 HV2699  DESIGNATION -  F 384
 HV2699  PID         -  HV2699
 HV2699  STATE/COUNTY-  VA/FAIRFAX
 HV2699  USGS QUAD   -  MANASSAS (1994)
 HV2699
 HV2699                         *CURRENT SURVEY CONTROL
 HV2699  ___________________________________________________________________
 HV2699* NAD 83(1986)-  38 48 36.     (N)    077 29 24.     (W)     SCALED    
 HV2699* NAVD 88     -        53.431  (meters)     175.30   (feet)  ADJUSTED  
 HV2699  ___________________________________________________________________
 HV2699  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HV2699  DYNAMIC HT  -          53.401 (meters)     175.20  (feet)  COMP
 HV2699  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 HV2699
 HV2699  VERT ORDER  -  SECOND    CLASS 0
 HV2699
 HV2699.The horizontal coordinates were scaled from a topographic map and have
 HV2699.an estimated accuracy of +/- 6 seconds.
 HV2699
 HV2699.The orthometric height was determined by differential leveling
 HV2699.and adjusted by the National Geodetic Survey in June 1991..
 HV2699
 HV2699.The geoid height was determined by GEOID03.
 HV2699
 HV2699.The dynamic height is computed by dividing the NAVD 88
 HV2699.geopotential number by the normal gravity value computed on the
 HV2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2699.degrees latitude (g = 980.6199 gals.).
 HV2699
 HV2699.The modeled gravity was interpolated from observed gravity values.
 HV2699
 HV2699;                    North         East    Units  Estimated Accuracy
 HV2699;SPC VA N     - 2,127,390.    3,587,720.      MT  (+/- 180 meters Scaled)
 HV2699
 HV2699                          SUPERSEDED SURVEY CONTROL
 HV2699
 HV2699  NGVD 29 (??/??/??)   53.663  (m)          176.06   (f) ADJUSTED    2 0
 HV2699
 HV2699.Superseded values are not recommended for survey control.
 HV2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2699.See file dsdata.txt to determine how the superseded data were derived.
 HV2699
 HV2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH837986(NAD 83)
 HV2699_MARKER: DB = BENCH MARK DISK
 HV2699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2699_SP_SET: BRIDGE ABUTMENT
 HV2699_STAMPING: F 384 1960
 HV2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2699
 HV2699  HISTORY     - Date     Condition        Report By
 HV2699  HISTORY     - 1960     MONUMENTED       CGS
 HV2699  HISTORY     - 19970211 MARK NOT FOUND   LOCENG
 HV2699
 HV2699                          STATION DESCRIPTION
 HV2699
 HV2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2699'4.1 MI SW FROM CENTREVILLE.
 HV2699'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAYS 211 AND 29 FROM THE
 HV2699'JUNCTION OF STATE HIGHWAY 28 AT CENTREVILLE, THENCE ABOUT 3.1
 HV2699'MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 66, 30 FEET SOUTH-SOUTHEAST
 HV2699'OF THE CENTER LINE OF THE EAST BOUND LANE, IN TOP OF THE
 HV2699'SOUTH-SOUTHEAST END OF THE EAST-NORTHEAST ABUTMENT OF EAST BOUND
 HV2699'LANE CONCRETE BRIDGE OF HIGHWAY 66 OVER BULL RUN (AND FAIRFAX -
 HV2699'PRINCE WILLIAM COUNTY LINE), AND ABOUT LEVEL WITH THE BRIDGE
 HV2699'FLOOR.
 HV2699
 HV2699                          STATION RECOVERY (1997)
 HV2699
 HV2699'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 HV2699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH2702 ***********************************************************************
 AH2702  DESIGNATION -  F 384 RESET
 AH2702  PID         -  AH2702
 AH2702  STATE/COUNTY-  VA/FAIRFAX
 AH2702  USGS QUAD   -  MANASSAS (1994)
 AH2702
 AH2702                         *CURRENT SURVEY CONTROL
 AH2702  ___________________________________________________________________
 AH2702* NAD 83(1986)-  38 48 36.     (N)    077 29 24.     (W)     SCALED    
 AH2702* NAVD 88     -        54.33   (meters)     178.2    (feet)  RESET     
 AH2702  ___________________________________________________________________
 AH2702  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 AH2702
 AH2702  VERT ORDER  -  THIRD
 AH2702
 AH2702.The horizontal coordinates were scaled from a topographic map and have
 AH2702.an estimated accuracy of +/- 6 seconds.
 AH2702
 AH2702.The orthometric height was computed from unverified reset data.
 AH2702
 AH2702.The geoid height was determined by GEOID03.
 AH2702
 AH2702;                    North         East    Units  Estimated Accuracy
 AH2702;SPC VA N     - 2,127,390.    3,587,720.      MT  (+/- 180 meters Scaled)
 AH2702
 AH2702                          SUPERSEDED SURVEY CONTROL
 AH2702
 AH2702.No superseded survey control is available for this station.
 AH2702
 AH2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH837986(NAD 83)
 AH2702_MARKER: DV = VERTICAL CONTROL DISK
 AH2702_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH2702_SP_SET: PARAPET WALL
 AH2702_STAMPING: F 384 RESET 1996
 AH2702_MARK LOGO: NGS   
 AH2702_PROJECTION: FLUSH
 AH2702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2702
 AH2702  HISTORY     - Date     Condition        Report By
 AH2702  HISTORY     - 1997     MONUMENTED       LOCENG
 AH2702
 AH2702                          STATION DESCRIPTION
 AH2702
 AH2702'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LT)
 AH2702'MARK IS LOCATED ON THE BRIDGE OVER BULL RUN ON THE EAST BOUND LANE OF
 AH2702'INTERSTATE 66, AT MILE MARK 49.  1.5 MILES (2.4 KM) EAST OF THE
 AH2702'INTERSECTION OF ROUTE 234 AND ROUTE 66 IN MANASSAS.  MARK IS A
 AH2702'STANDARD DISK SET IN THE TOP OF THE CONCRETE PARAPET WALL ON THE
 AH2702'SOUTHEAST CORNER OF BRIDGE, 3 FEET (0.9 M) ABOVE THE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3588 ***********************************************************************
 HV3588  DESIGNATION -  F 385
 HV3588  PID         -  HV3588
 HV3588  STATE/COUNTY-  VA/FAUQUIER
 HV3588  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV3588
 HV3588                         *CURRENT SURVEY CONTROL
 HV3588  ___________________________________________________________________
 HV3588* NAD 83(1986)-  38 50 34.     (N)    077 44 53.     (W)     SCALED    
 HV3588* NAVD 88     -       148.967  (meters)     488.74   (feet)  ADJUSTED  
 HV3588  ___________________________________________________________________
 HV3588  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV3588  DYNAMIC HT  -         148.881 (meters)     488.45  (feet)  COMP
 HV3588  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 HV3588
 HV3588  VERT ORDER  -  SECOND    CLASS 0
 HV3588
 HV3588.The horizontal coordinates were scaled from a topographic map and have
 HV3588.an estimated accuracy of +/- 6 seconds.
 HV3588
 HV3588.The orthometric height was determined by differential leveling
 HV3588.and adjusted by the National Geodetic Survey in June 1991..
 HV3588
 HV3588.The geoid height was determined by GEOID03.
 HV3588
 HV3588.The dynamic height is computed by dividing the NAVD 88
 HV3588.geopotential number by the normal gravity value computed on the
 HV3588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3588.degrees latitude (g = 980.6199 gals.).
 HV3588
 HV3588.The modeled gravity was interpolated from observed gravity values.
 HV3588
 HV3588;                    North         East    Units  Estimated Accuracy
 HV3588;SPC VA N     - 2,130,820.    3,565,280.      MT  (+/- 180 meters Scaled)
 HV3588
 HV3588                          SUPERSEDED SURVEY CONTROL
 HV3588
 HV3588  NGVD 29 (??/??/??)  149.194  (m)          489.48   (f) ADJUSTED    2 0
 HV3588
 HV3588.Superseded values are not recommended for survey control.
 HV3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3588.See file dsdata.txt to determine how the superseded data were derived.
 HV3588
 HV3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ614029(NAD 83)
 HV3588_MARKER: DB = BENCH MARK DISK
 HV3588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3588_SP_SET: CULVERT
 HV3588_STAMPING: F 385 1960
 HV3588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3588
 HV3588  HISTORY     - Date     Condition        Report By
 HV3588  HISTORY     - 1960     MONUMENTED       CGS
 HV3588
 HV3588                          STATION DESCRIPTION
 HV3588
 HV3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3588'2.2 MI SE FROM THE PLAINS.
 HV3588'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM CROSSING
 HV3588'OF THE SOUTHERN RAILWAY AT THE PLAINS, 18 FEET SOUTHWEST OF
 HV3588'THE CENTER LINE OF THE HIGHWAY, 37 YARDS WEST OF THE CENTER OF
 HV3588'JUNCTION OF DRIVE LEADING SOUTHWEST AND UPHILL THRU GATE AND
 HV3588'DRIVE NORTHEAST AND DOWNHILL ACROSS A CREEK, IN TOP OF THE
 HV3588'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 HV3588'CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 HV3588'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2534 ***********************************************************************
 HV2534  DESIGNATION -  F 386
 HV2534  PID         -  HV2534
 HV2534  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2534  USGS QUAD   -  QUANTICO (1994)
 HV2534
 HV2534                         *CURRENT SURVEY CONTROL
 HV2534  ___________________________________________________________________
 HV2534* NAD 83(1986)-  38 34 41.     (N)    077 18 44.     (W)     SCALED    
 HV2534* NAVD 88     -        17.561  (meters)      57.61   (feet)  ADJUSTED  
 HV2534  ___________________________________________________________________
 HV2534  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV2534  DYNAMIC HT  -          17.551 (meters)      57.58  (feet)  COMP
 HV2534  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 HV2534
 HV2534  VERT ORDER  -  SECOND    CLASS 0
 HV2534
 HV2534.The horizontal coordinates were scaled from a topographic map and have
 HV2534.an estimated accuracy of +/- 6 seconds.
 HV2534
 HV2534.The orthometric height was determined by differential leveling
 HV2534.and adjusted by the National Geodetic Survey in June 1991..
 HV2534
 HV2534.The geoid height was determined by GEOID03.
 HV2534
 HV2534.The dynamic height is computed by dividing the NAVD 88
 HV2534.geopotential number by the normal gravity value computed on the
 HV2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2534.degrees latitude (g = 980.6199 gals.).
 HV2534
 HV2534.The modeled gravity was interpolated from observed gravity values.
 HV2534
 HV2534;                    North         East    Units  Estimated Accuracy
 HV2534;SPC VA N     - 2,101,830.    3,603,490.      MT  (+/- 180 meters Scaled)
 HV2534
 HV2534                          SUPERSEDED SURVEY CONTROL
 HV2534
 HV2534  NGVD 29 (??/??/??)   17.824  (m)           58.48   (f) ADJUSTED    2 0
 HV2534
 HV2534.Superseded values are not recommended for survey control.
 HV2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2534.See file dsdata.txt to determine how the superseded data were derived.
 HV2534
 HV2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH985724(NAD 83)
 HV2534_MARKER: DB = BENCH MARK DISK
 HV2534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2534_SP_SET: CONCRETE BRIDGE
 HV2534_STAMPING: F 386 1960
 HV2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2534
 HV2534  HISTORY     - Date     Condition        Report By
 HV2534  HISTORY     - 1960     MONUMENTED       CGS
 HV2534  HISTORY     - 1962     GOOD             CGS
 HV2534
 HV2534                          STATION DESCRIPTION
 HV2534
 HV2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2534'1.2 MI NE FROM DUMFRIES.
 HV2534'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV2534'OFFICE AT DUMFRIES, 34 FEET WEST-NORTHWEST OF CENTER LINE OF
 HV2534'HIGHWAY, IN TOP OF THE NORTHWEST WING WALL FOR A 15-FOOT CONCRETE
 HV2534'BRIDGE OVER A CREEK BRANCH, 1 1/2 FEET NORTHWEST OF THE NORTH
 HV2534'END OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 HV2534'HIGHWAY.
 HV2534
 HV2534                          STATION RECOVERY (1962)
 HV2534
 HV2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3027 ***********************************************************************
 HV3027  DESIGNATION -  F 387
 HV3027  PID         -  HV3027
 HV3027  STATE/COUNTY-  VA/STAFFORD
 HV3027  USGS QUAD   -  STAFFORD (1994)
 HV3027
 HV3027                         *CURRENT SURVEY CONTROL
 HV3027  ___________________________________________________________________
 HV3027* NAD 83(1986)-  38 26 10.     (N)    077 24 13.     (W)     SCALED    
 HV3027* NAVD 88     -        24.583  (meters)      80.65   (feet)  ADJUSTED  
 HV3027  ___________________________________________________________________
 HV3027  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HV3027  DYNAMIC HT  -          24.568 (meters)      80.60  (feet)  COMP
 HV3027  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 HV3027
 HV3027  VERT ORDER  -  SECOND    CLASS 0
 HV3027
 HV3027.The horizontal coordinates were scaled from a topographic map and have
 HV3027.an estimated accuracy of +/- 6 seconds.
 HV3027
 HV3027.The orthometric height was determined by differential leveling
 HV3027.and adjusted by the National Geodetic Survey in June 1991..
 HV3027
 HV3027.The geoid height was determined by GEOID03.
 HV3027
 HV3027.The dynamic height is computed by dividing the NAVD 88
 HV3027.geopotential number by the normal gravity value computed on the
 HV3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3027.degrees latitude (g = 980.6199 gals.).
 HV3027
 HV3027.The modeled gravity was interpolated from observed gravity values.
 HV3027
 HV3027;                    North         East    Units  Estimated Accuracy
 HV3027;SPC VA N     - 2,085,980.    3,595,720.      MT  (+/- 180 meters Scaled)
 HV3027
 HV3027                          SUPERSEDED SURVEY CONTROL
 HV3027
 HV3027  NGVD 29 (??/??/??)   24.854  (m)           81.54   (f) ADJUSTED    2 0
 HV3027
 HV3027.Superseded values are not recommended for survey control.
 HV3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3027.See file dsdata.txt to determine how the superseded data were derived.
 HV3027
 HV3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH902569(NAD 83)
 HV3027_MARKER: DB = BENCH MARK DISK
 HV3027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3027_SP_SET: STEP
 HV3027_STAMPING: F 387 1960
 HV3027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3027
 HV3027  HISTORY     - Date     Condition        Report By
 HV3027  HISTORY     - 1960     MONUMENTED       CGS
 HV3027
 HV3027                          STATION DESCRIPTION
 HV3027
 HV3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3027'1 MI N FROM STAFFORD.
 HV3027'ABOUT 1.05 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 HV3027'AT STAFFORD, 0.95 MILE SOUTH OF THE NORTH END OF STAFFORD WAYSIDE
 HV3027'PARK, 32 YARDS EAST-SOUTHEAST OF THE SOUTH-BOUND LANE OF HIGHWAY,
 HV3027'24 YARDS WEST-NORTHWEST OF THE NORTH-BOUND LANE OF HIGHWAY, 22 1/2
 HV3027'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF CONNECTING ROAD FOR
 HV3027'HIGHWAY, IN TOP AND LOWEST STEP OF THE EAST-SOUTHEAST END OF THE
 HV3027'SOUTH-SOUTHWEST STONE MASONRY HEAD WALL OF A 6-FOOT PIPE CULVERT
 HV3027'FOR A SMALL CREEK BRANCH UNDER CONNECTING ROAD, AND LOWER THAN
 HV3027'THE CONNECTING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1315 ***********************************************************************
 GV1315  DESIGNATION -  F 388
 GV1315  PID         -  GV1315
 GV1315  STATE/COUNTY-  VA/HANOVER
 GV1315  USGS QUAD   -  YELLOW TAVERN (1994)
 GV1315
 GV1315                         *CURRENT SURVEY CONTROL
 GV1315  ___________________________________________________________________
 GV1315* NAD 83(1986)-  37 43 23.     (N)    077 28 12.     (W)     SCALED    
 GV1315* NAVD 88     -        63.837  (meters)     209.44   (feet)  ADJUSTED  
 GV1315  ___________________________________________________________________
 GV1315  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GV1315  DYNAMIC HT  -          63.794 (meters)     209.30  (feet)  COMP
 GV1315  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 GV1315
 GV1315  VERT ORDER  -  SECOND    CLASS 0
 GV1315
 GV1315.The horizontal coordinates were scaled from a topographic map and have
 GV1315.an estimated accuracy of +/- 6 seconds.
 GV1315
 GV1315.The orthometric height was determined by differential leveling
 GV1315.and adjusted by the National Geodetic Survey in June 1991..
 GV1315
 GV1315.The geoid height was determined by GEOID03.
 GV1315
 GV1315.The dynamic height is computed by dividing the NAVD 88
 GV1315.geopotential number by the normal gravity value computed on the
 GV1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1315.degrees latitude (g = 980.6199 gals.).
 GV1315
 GV1315.The modeled gravity was interpolated from observed gravity values.
 GV1315
 GV1315;                    North         East    Units  Estimated Accuracy
 GV1315;SPC VA S     - 1,154,720.    3,590,800.      MT  (+/- 180 meters Scaled)
 GV1315
 GV1315                          SUPERSEDED SURVEY CONTROL
 GV1315
 GV1315  NGVD 29 (??/??/??)   64.132  (m)          210.41   (f) ADJUSTED    2 0
 GV1315
 GV1315.Superseded values are not recommended for survey control.
 GV1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1315.See file dsdata.txt to determine how the superseded data were derived.
 GV1315
 GV1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG823779(NAD 83)
 GV1315_MARKER: DB = BENCH MARK DISK
 GV1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1315_SP_SET: CULVERT
 GV1315_STAMPING: F 388 1960
 GV1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1315
 GV1315  HISTORY     - Date     Condition        Report By
 GV1315  HISTORY     - 1960     MONUMENTED       CGS
 GV1315  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GV1315  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 GV1315  HISTORY     - 20020114 MARK NOT FOUND   USPSQD
 GV1315
 GV1315                          STATION DESCRIPTION
 GV1315
 GV1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1315'2.4 MI S FROM ASHLAND.
 GV1315'ABOUT 2.45 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 GV1315'OF STATE HIGHWAY 54 AT ASHLAND, 1.65 MILES SOUTH OF THE INTERSECTION
 GV1315'OF ROAD 657 (ASHCAKE ROAD), 0.1 MILE NORTH OF THE Y JUNCTION OF
 GV1315'ROAD 660 LEADING SOUTHWEST TO ELMONT, 27 FEET WEST OF THE CENTER
 GV1315'LINE OF THE HIGHWAY, 0.2 MILE SOUTH OF THE CROSSING OF TWO
 GV1315'WOODEN DOUBLE POLE POWER LINES, IN TOP OF THE SOUTH END OF
 GV1315'THE WEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 GV1315'AND ABOUT LEVEL WITH THE HIGHWAY.
 GV1315
 GV1315                          STATION RECOVERY (1990)
 GV1315
 GV1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV1315'MARK NOT FOUND.
 GV1315
 GV1315                          STATION RECOVERY (1997)
 GV1315
 GV1315'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV1315'MARK NOT FOUND.
 GV1315
 GV1315                          STATION RECOVERY (2002)
 GV1315
 GV1315'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK)
 GV1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1270 ***********************************************************************
 GV1270  DESIGNATION -  F 389
 GV1270  PID         -  GV1270
 GV1270  STATE/COUNTY-  VA/CAROLINE
 GV1270  USGS QUAD   -  RUTHER GLEN (1985)
 GV1270
 GV1270                         *CURRENT SURVEY CONTROL
 GV1270  ___________________________________________________________________
 GV1270* NAD 83(1986)-  37 56 25.     (N)    077 28 55.     (W)     SCALED    
 GV1270* NAVD 88     -        57.543  (meters)     188.79   (feet)  ADJUSTED  
 GV1270  ___________________________________________________________________
 GV1270  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 GV1270  DYNAMIC HT  -          57.507 (meters)     188.67  (feet)  COMP
 GV1270  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 GV1270
 GV1270  VERT ORDER  -  SECOND    CLASS 0
 GV1270
 GV1270.The horizontal coordinates were scaled from a topographic map and have
 GV1270.an estimated accuracy of +/- 6 seconds.
 GV1270
 GV1270.The orthometric height was determined by differential leveling
 GV1270.and adjusted by the National Geodetic Survey in June 1991..
 GV1270
 GV1270.The geoid height was determined by GEOID03.
 GV1270
 GV1270.The dynamic height is computed by dividing the NAVD 88
 GV1270.geopotential number by the normal gravity value computed on the
 GV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1270.degrees latitude (g = 980.6199 gals.).
 GV1270
 GV1270.The modeled gravity was interpolated from observed gravity values.
 GV1270
 GV1270;                    North         East    Units  Estimated Accuracy
 GV1270;SPC VA N     - 2,030,870.    3,589,490.      MT  (+/- 180 meters Scaled)
 GV1270
 GV1270                          SUPERSEDED SURVEY CONTROL
 GV1270
 GV1270  NGVD 29 (??/??/??)   57.826  (m)          189.72   (f) ADJUSTED    2 0
 GV1270
 GV1270.Superseded values are not recommended for survey control.
 GV1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1270.See file dsdata.txt to determine how the superseded data were derived.
 GV1270
 GV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH818020(NAD 83)
 GV1270_MARKER: DB = BENCH MARK DISK
 GV1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1270_SP_SET: CULVERT
 GV1270_STAMPING: F 389 1960
 GV1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1270+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 GV1270
 GV1270  HISTORY     - Date     Condition        Report By
 GV1270  HISTORY     - 1960     MONUMENTED       CGS
 GV1270  HISTORY     - 1974     GOOD             NGS
 GV1270  HISTORY     - 19950121 GOOD             USPSQD
 GV1270  HISTORY     - 20020323 GOOD             USPSQD
 GV1270  HISTORY     - 20031122 GOOD             USPSQD
 GV1270
 GV1270                          STATION DESCRIPTION
 GV1270
 GV1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1270'0.6 MI NW FROM CARMEL CHURCH.
 GV1270'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 GV1270'OF STATE HIGHWAY 207 AT CARMEL CHURCH, AT THE BOTTOM OF GRADES,
 GV1270'36 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP
 GV1270'AND NORTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX
 GV1270'CULVERT WHICH DRAINS THE OVERFLOW OF A LARGE POND ON THE WEST
 GV1270'SIDE OF THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 GV1270'HIGHWAY.
 GV1270
 GV1270                          STATION RECOVERY (1974)
 GV1270
 GV1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GV1270'RECOVERED IN GOOD CONDITION.
 GV1270
 GV1270                          STATION RECOVERY (1995)
 GV1270
 GV1270'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1270'RECOVERED IN GOOD CONDITION.
 GV1270
 GV1270                          STATION RECOVERY (2002)
 GV1270
 GV1270'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV1270'RECOVERED IN GOOD CONDITION.
 GV1270
 GV1270                          STATION RECOVERY (2003)
 GV1270
 GV1270'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 GV1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0120 ***********************************************************************
 GA0120  DESIGNATION -  F 39
 GA0120  PID         -  GA0120
 GA0120  STATE/COUNTY-  VA/RUSSELL
 GA0120  USGS QUAD   -  MOLL CREEK (1978)
 GA0120
 GA0120                         *CURRENT SURVEY CONTROL
 GA0120  ___________________________________________________________________
 GA0120* NAD 83(1986)-  36 51 01.     (N)    082 15 51.     (W)     SCALED    
 GA0120* NAVD 88     -       690.872  (meters)    2266.64   (feet)  ADJUSTED  
 GA0120  ___________________________________________________________________
 GA0120  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GA0120  DYNAMIC HT  -         690.248 (meters)    2264.59  (feet)  COMP
 GA0120  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 GA0120
 GA0120  VERT ORDER  -  SECOND    CLASS 0
 GA0120
 GA0120.The horizontal coordinates were scaled from a topographic map and have
 GA0120.an estimated accuracy of +/- 6 seconds.
 GA0120
 GA0120.The orthometric height was determined by differential leveling
 GA0120.and adjusted by the National Geodetic Survey in June 1991..
 GA0120
 GA0120.The geoid height was determined by GEOID03.
 GA0120
 GA0120.The dynamic height is computed by dividing the NAVD 88
 GA0120.geopotential number by the normal gravity value computed on the
 GA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0120.degrees latitude (g = 980.6199 gals.).
 GA0120
 GA0120.The modeled gravity was interpolated from observed gravity values.
 GA0120
 GA0120;                    North         East    Units  Estimated Accuracy
 GA0120;SPC VA S     - 1,064,060.    3,164,380.      MT  (+/- 180 meters Scaled)
 GA0120
 GA0120                          SUPERSEDED SURVEY CONTROL
 GA0120
 GA0120  NGVD 29 (??/??/92)  691.009  (m)         2267.09   (f) ADJ UNCH    2 0
 GA0120
 GA0120.Superseded values are not recommended for survey control.
 GA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0120.See file dsdata.txt to determine how the superseded data were derived.
 GA0120
 GA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA872790(NAD 83)
 GA0120_MARKER: DB = BENCH MARK DISK
 GA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0120_STAMPING: F 39 1934
 GA0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0120+STABILITY: SURFACE MOTION
 GA0120
 GA0120  HISTORY     - Date     Condition        Report By
 GA0120  HISTORY     - 1934     MONUMENTED       CGS
 GA0120  HISTORY     - 1950     MARK NOT FOUND   TVA
 GA0120  HISTORY     - 1963     MARK NOT FOUND   NGS
 GA0120
 GA0120                          STATION DESCRIPTION
 GA0120
 GA0120'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 GA0120'5 MI S FROM CASTLEWOOD.
 GA0120'5.0 MILES SOUTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 64 FROM
 GA0120'CASTLEWOOD, RUSSELL COUNTY, 25 PACES EAST OF THE LAWSON BROS.
 GA0120'HARDWARE AND CASKET STORE, AND 10 FEET SOUTH OF THE CENTERLINE
 GA0120'OF THE ROAD.  A STANDARD DISK, STAMPED F 39 1934 AND SET IN THE
 GA0120'TOP OF A CONCRETE POST.
 GA0120
 GA0120                          STATION RECOVERY (1963)
 GA0120
 GA0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GA0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8824 ***********************************************************************
 HV8824  DESIGNATION -  F 390 RESET
 HV8824  PID         -  HV8824
 HV8824  STATE/COUNTY-  VA/ORANGE
 HV8824  USGS QUAD   -  UNIONVILLE (1983)
 HV8824
 HV8824                         *CURRENT SURVEY CONTROL
 HV8824  ___________________________________________________________________
 HV8824* NAD 83(1986)-  38 18 06.     (N)    077 57 41.     (W)     SCALED    
 HV8824* NAVD 88     -        98.36   (meters)     322.7    (feet)  RESET     
 HV8824  ___________________________________________________________________
 HV8824  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV8824
 HV8824  VERT ORDER  -  THIRD
 HV8824
 HV8824.The horizontal coordinates were scaled from a topographic map and have
 HV8824.an estimated accuracy of +/- 6 seconds.
 HV8824
 HV8824.The orthometric height was computed from unverified reset data.
 HV8824.No vertical observational check was made to the station.
 HV8824
 HV8824.The geoid height was determined by GEOID03.
 HV8824
 HV8824;                    North         East    Units  Estimated Accuracy
 HV8824;SPC VA N     - 2,070,620.    3,547,110.      MT  (+/- 180 meters Scaled)
 HV8824
 HV8824                          SUPERSEDED SURVEY CONTROL
 HV8824
 HV8824  NGVD 29 (03/21/06)   98.62   (m)          323.6    (f) RESET       3  
 HV8824
 HV8824.Superseded values are not recommended for survey control.
 HV8824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8824.See file dsdata.txt to determine how the superseded data were derived.
 HV8824
 HV8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH410434(NAD 83)
 HV8824_MARKER: DB = BENCH MARK DISK
 HV8824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8824_SP_SET: WINGWALL
 HV8824_STAMPING: F 390 RESET 1987
 HV8824_MARK LOGO: VADHT 
 HV8824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8824+STABILITY: SURFACE MOTION
 HV8824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8824+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 HV8824
 HV8824  HISTORY     - Date     Condition        Report By
 HV8824  HISTORY     - 1987     MONUMENTED       VADHT
 HV8824  HISTORY     - 19980930 GOOD             USPSQD
 HV8824  HISTORY     - 20030311 GOOD             USPSQD
 HV8824  HISTORY     - 20060112 GOOD             USPSQD
 HV8824
 HV8824                          STATION DESCRIPTION
 HV8824
 HV8824'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 HV8824'1.6 KM (1.00 MI) SE FROM EVERONA.
 HV8824'AT THE JUNCTION OF STATE ROAD 617 AND 701 ON A BRIDGE OVER A SMALL
 HV8824'STREAM IN THE TOP OF THE NORTHEAST WINGWALL, 15 SOUTH OF THE CENTER
 HV8824'OF RTE. 701.
 HV8824
 HV8824                          STATION RECOVERY (1998)
 HV8824
 HV8824'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8824'RECOVERED IN GOOD CONDITION.
 HV8824
 HV8824                          STATION RECOVERY (2003)
 HV8824
 HV8824'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HV8824'RECOVERED IN GOOD CONDITION.
 HV8824
 HV8824                          STATION RECOVERY (2006)
 HV8824
 HV8824'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HV8824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1950 ***********************************************************************
 GV1950  DESIGNATION -  F 391
 GV1950  PID         -  GV1950
 GV1950  STATE/COUNTY-  VA/DINWIDDIE
 GV1950  USGS QUAD   -  PETERSBURG (1994)
 GV1950
 GV1950                         *CURRENT SURVEY CONTROL
 GV1950  ___________________________________________________________________
 GV1950* NAD 83(1986)-  37 12 32.     (N)    077 24 18.     (W)     SCALED    
 GV1950* NAVD 88     -        22.330  (meters)      73.26   (feet)  ADJUSTED  
 GV1950  ___________________________________________________________________
 GV1950  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 GV1950  DYNAMIC HT  -          22.314 (meters)      73.21  (feet)  COMP
 GV1950  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GV1950
 GV1950  VERT ORDER  -  SECOND    CLASS 0
 GV1950
 GV1950.The horizontal coordinates were scaled from a topographic map and have
 GV1950.an estimated accuracy of +/- 6 seconds.
 GV1950
 GV1950.The orthometric height was determined by differential leveling
 GV1950.and adjusted by the National Geodetic Survey in June 1991..
 GV1950
 GV1950.The geoid height was determined by GEOID03.
 GV1950
 GV1950.The dynamic height is computed by dividing the NAVD 88
 GV1950.geopotential number by the normal gravity value computed on the
 GV1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1950.degrees latitude (g = 980.6199 gals.).
 GV1950
 GV1950.The modeled gravity was interpolated from observed gravity values.
 GV1950
 GV1950;                    North         East    Units  Estimated Accuracy
 GV1950;SPC VA S     - 1,097,730.    3,597,190.      MT  (+/- 180 meters Scaled)
 GV1950
 GV1950                          SUPERSEDED SURVEY CONTROL
 GV1950
 GV1950  NGVD 29 (??/??/??)   22.680  (m)           74.41   (f) ADJUSTED    2 0
 GV1950
 GV1950.Superseded values are not recommended for survey control.
 GV1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1950.See file dsdata.txt to determine how the superseded data were derived.
 GV1950
 GV1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG865207(NAD 83)
 GV1950_MARKER: DB = BENCH MARK DISK
 GV1950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV1950_SP_SET: CULVERT
 GV1950_STAMPING: F 391 1960
 GV1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1950+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 GV1950
 GV1950  HISTORY     - Date     Condition        Report By
 GV1950  HISTORY     - 1960     MONUMENTED       CGS
 GV1950  HISTORY     - 1971     GOOD             NGS
 GV1950  HISTORY     - 1989     GOOD             USPSQD
 GV1950  HISTORY     - 20010331 GOOD             NGS
 GV1950  HISTORY     - 20060329 GOOD             USPSQD
 GV1950
 GV1950                          STATION DESCRIPTION
 GV1950
 GV1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1950'AT PETERSBURG.
 GV1950'AT PETERSBURG, 210 YARDS SOUTHWEST OF CONCRETE OVERPASS OF JOHNSON
 GV1950'ROAD OVER RICHMOND-PETERSBURG TOLL ROAD, AT THE Y JUNCTION OF
 GV1950'GRADED PARK ROAD LEADIN  NORTHEAST-SOUTHWEST PARALLEL WITH AND
 GV1950'SOUTHEAST OF THE TOLL ROAD, AND GRADED PARK ROAD LEADING SOUTH
 GV1950'FOLLOWING CREEK UPSTREAM, 25 FEET SOUTHEAST OF THE CENTER LINE
 GV1950'OF ROAD, IN TOP OF THE EAST WING WALL OF A 9-FOOT CONCRETE BOX
 GV1950'CULVERT UNDER GRAVEL ROAD ACROSS LIEUTENANT RUN, ABOUT LEVEL
 GV1950'WITH THE GRAVEL ROAD, AND ABOUT 7 FEET BELOW THE LEVEL OF TOLL
 GV1950'ROAD.
 GV1950
 GV1950                          STATION RECOVERY (1971)
 GV1950
 GV1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV1950'RECOVERED IN GOOD CONDITION.
 GV1950
 GV1950                          STATION RECOVERY (1989)
 GV1950
 GV1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (GES)
 GV1950'RECOVERED IN GOOD CONDITION.
 GV1950
 GV1950                          STATION RECOVERY (2001)
 GV1950
 GV1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1950'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1950
 GV1950                          STATION RECOVERY (2006)
 GV1950
 GV1950'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV1950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2395 ***********************************************************************
 GV2395  DESIGNATION -  F 392
 GV2395  PID         -  GV2395
 GV2395  STATE/COUNTY-  VA/DINWIDDIE
 GV2395  USGS QUAD   -  DE WITT (1974)
 GV2395
 GV2395                         *CURRENT SURVEY CONTROL
 GV2395  ___________________________________________________________________
 GV2395* NAD 83(1986)-  37 01 17.     (N)    077 40 03.     (W)     SCALED    
 GV2395* NAVD 88     -        66.480  (meters)     218.11   (feet)  ADJUSTED  
 GV2395  ___________________________________________________________________
 GV2395  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 GV2395  DYNAMIC HT  -          66.431 (meters)     217.95  (feet)  COMP
 GV2395  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 GV2395
 GV2395  VERT ORDER  -  SECOND    CLASS 0
 GV2395
 GV2395.The horizontal coordinates were scaled from a topographic map and have
 GV2395.an estimated accuracy of +/- 6 seconds.
 GV2395
 GV2395.The orthometric height was determined by differential leveling
 GV2395.and adjusted by the National Geodetic Survey in June 1991..
 GV2395
 GV2395.The geoid height was determined by GEOID03.
 GV2395
 GV2395.The dynamic height is computed by dividing the NAVD 88
 GV2395.geopotential number by the normal gravity value computed on the
 GV2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2395.degrees latitude (g = 980.6199 gals.).
 GV2395
 GV2395.The modeled gravity was interpolated from observed gravity values.
 GV2395
 GV2395;                    North         East    Units  Estimated Accuracy
 GV2395;SPC VA S     - 1,076,680.    3,574,080.      MT  (+/- 180 meters Scaled)
 GV2395
 GV2395                          SUPERSEDED SURVEY CONTROL
 GV2395
 GV2395  NGVD 29 (??/??/??)   66.807  (m)          219.18   (f) ADJUSTED    2 0
 GV2395
 GV2395.Superseded values are not recommended for survey control.
 GV2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2395.See file dsdata.txt to determine how the superseded data were derived.
 GV2395
 GV2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG626005(NAD 83)
 GV2395_MARKER: DB = BENCH MARK DISK
 GV2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2395_STAMPING: F 392 1960
 GV2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2395+STABILITY: SURFACE MOTION
 GV2395
 GV2395  HISTORY     - Date     Condition        Report By
 GV2395  HISTORY     - 1960     MONUMENTED       CGS
 GV2395  HISTORY     - 1966     GOOD             CGS
 GV2395  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2395  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 GV2395  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2395
 GV2395                          STATION DESCRIPTION
 GV2395
 GV2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV2395'1.8 MI SW FROM DE WITT.
 GV2395'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 GV2395'OFFICE AT DE WITT, 183 FEET NORTH-NORTHEAST OF THE NORTHEAST
 GV2395'END OF NORTHWEST CONCRETE BANISTER OF CONCRETE BRIDGE OVER
 GV2395'A BRANCH OF SAPONY CREEK, 41 FEET NORTHWEST OF THE CENTER LINE
 GV2395'OF THE HIGHWAY, 24 FEET NORTHEAST OF TELEPHONE POLE 271, 2.2
 GV2395'FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 GV2395'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 GV2395
 GV2395                          STATION RECOVERY (1966)
 GV2395
 GV2395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GV2395'RECOVERED IN GOOD CONDITION.
 GV2395
 GV2395                          STATION RECOVERY (1988)
 GV2395
 GV2395'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV2395'MARK NOT FOUND.
 GV2395
 GV2395                          STATION RECOVERY (1995)
 GV2395
 GV2395'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2395'MARK NOT FOUND.
 GV2395
 GV2395                          STATION RECOVERY (2000)
 GV2395
 GV2395'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0146 ***********************************************************************
 FY0146  DESIGNATION -  F 393
 FY0146  PID         -  FY0146
 FY0146  STATE/COUNTY-  VA/MECKLENBURG
 FY0146  USGS QUAD   -  BRACEY (1979)
 FY0146
 FY0146                         *CURRENT SURVEY CONTROL
 FY0146  ___________________________________________________________________
 FY0146* NAD 83(1986)-  36 34 00.     (N)    078 09 40.     (W)     SCALED    
 FY0146* NAVD 88     -        67.977  (meters)     223.02   (feet)  ADJUSTED  
 FY0146  ___________________________________________________________________
 FY0146  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FY0146  DYNAMIC HT  -          67.923 (meters)     222.84  (feet)  COMP
 FY0146  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 FY0146
 FY0146  VERT ORDER  -  SECOND    CLASS 0
 FY0146
 FY0146.The horizontal coordinates were scaled from a topographic map and have
 FY0146.an estimated accuracy of +/- 6 seconds.
 FY0146
 FY0146.The orthometric height was determined by differential leveling
 FY0146.and adjusted by the National Geodetic Survey in June 1991..
 FY0146
 FY0146.The geoid height was determined by GEOID03.
 FY0146
 FY0146.The dynamic height is computed by dividing the NAVD 88
 FY0146.geopotential number by the normal gravity value computed on the
 FY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0146.degrees latitude (g = 980.6199 gals.).
 FY0146
 FY0146.The modeled gravity was interpolated from observed gravity values.
 FY0146
 FY0146;                    North         East    Units  Estimated Accuracy
 FY0146;SPC VA S     - 1,025,950.    3,530,340.      MT  (+/- 180 meters Scaled)
 FY0146
 FY0146                          SUPERSEDED SURVEY CONTROL
 FY0146
 FY0146  NGVD 29 (??/??/92)   68.311  (m)          224.12   (f) ADJ UNCH    2 0
 FY0146
 FY0146.Superseded values are not recommended for survey control.
 FY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0146.See file dsdata.txt to determine how the superseded data were derived.
 FY0146
 FY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA540505(NAD 83)
 FY0146_MARKER: DB = BENCH MARK DISK
 FY0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0146_SP_SET: BRIDGE
 FY0146_STAMPING: F 393 1960
 FY0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0146
 FY0146  HISTORY     - Date     Condition        Report By
 FY0146  HISTORY     - 1960     MONUMENTED       CGS
 FY0146  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0146  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0146
 FY0146                          STATION DESCRIPTION
 FY0146
 FY0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FY0146'2.6 MI SW FROM BRACEY.
 FY0146'2.65 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0146'STATION AT BRACEY, 23 YARDS NORTHEAST OF MILEPOST 89, 5 FEET
 FY0146'SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHEAST END OF
 FY0146'THE SOUTHWEST CONCRETE ABUTMENT OF 0.6-MILE-LONG RAILWAY BRIDGE
 FY0146'NO. 88.6 OVER SMITH CREEK AND ROANOKE RIVER (STEEL PLATE BRIDGE ON
 FY0146'CONCRETE PIERS), AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 FY0146
 FY0146                          STATION RECOVERY (2005)
 FY0146
 FY0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0146'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
 FY0146
 FY0146                          STATION RECOVERY (2005)
 FY0146
 FY0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0146'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1913 ***********************************************************************
 GV1913  DESIGNATION -  F 394
 GV1913  PID         -  GV1913
 GV1913  STATE/COUNTY-  VA/DINWIDDIE
 GV1913  USGS QUAD   -  PETERSBURG (1994)
 GV1913
 GV1913                         *CURRENT SURVEY CONTROL
 GV1913  ___________________________________________________________________
 GV1913* NAD 83(1986)-  37 11 03.     (N)    077 25 17.     (W)     SCALED    
 GV1913* NAVD 88     -        51.997  (meters)     170.59   (feet)  ADJUSTED  
 GV1913  ___________________________________________________________________
 GV1913  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GV1913  DYNAMIC HT  -          51.958 (meters)     170.47  (feet)  COMP
 GV1913  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 GV1913
 GV1913  VERT ORDER  -  SECOND    CLASS 0
 GV1913
 GV1913.The horizontal coordinates were scaled from a topographic map and have
 GV1913.an estimated accuracy of +/- 6 seconds.
 GV1913
 GV1913.The orthometric height was determined by differential leveling
 GV1913.and adjusted by the National Geodetic Survey in June 1991..
 GV1913
 GV1913.The geoid height was determined by GEOID03.
 GV1913
 GV1913.The dynamic height is computed by dividing the NAVD 88
 GV1913.geopotential number by the normal gravity value computed on the
 GV1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1913.degrees latitude (g = 980.6199 gals.).
 GV1913
 GV1913.The modeled gravity was interpolated from observed gravity values.
 GV1913
 GV1913;                    North         East    Units  Estimated Accuracy
 GV1913;SPC VA S     - 1,094,970.    3,595,770.      MT  (+/- 180 meters Scaled)
 GV1913
 GV1913                          SUPERSEDED SURVEY CONTROL
 GV1913
 GV1913  NGVD 29 (??/??/??)   52.344  (m)          171.73   (f) ADJUSTED    2 0
 GV1913
 GV1913.Superseded values are not recommended for survey control.
 GV1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1913.See file dsdata.txt to determine how the superseded data were derived.
 GV1913
 GV1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850180(NAD 83)
 GV1913_MARKER: DB = BENCH MARK DISK
 GV1913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV1913_SP_SET: BRIDGE SEAT
 GV1913_STAMPING: F 394 1960
 GV1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1913+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 GV1913
 GV1913  HISTORY     - Date     Condition        Report By
 GV1913  HISTORY     - 1960     MONUMENTED       CGS
 GV1913  HISTORY     - 1970     GOOD             NGS
 GV1913  HISTORY     - 1988     GOOD             USPSQD
 GV1913  HISTORY     - 19950426 GOOD             USPSQD
 GV1913  HISTORY     - 20010331 GOOD             NGS
 GV1913  HISTORY     - 20051119 GOOD             USPSQD
 GV1913
 GV1913                          STATION DESCRIPTION
 GV1913
 GV1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV1913'3 MI S FROM PETERSBURG.
 GV1913'ABOUT 3.05 MILES SOUTH ALONG COUNTY ROAD 604 FROM THE INTERSECTION
 GV1913'OF WEST AND WASHINGTON STREETS AT PETERSBURG, 0.95 MILE SOUTH
 GV1913'OF THE INTERSECTION OF DEFENSE ROAD (A CONCRETE PARK ROAD), AT
 GV1913'A POINT WHERE COUNTY ROAD 604 PARALLELS THE ATLANTIC COAST
 GV1913'LINE RAILROAD TRACK, 21 1/2 FEET EAST OF THE EAST RAIL OF THE
 GV1913'EAST ONE OF THREE ATLANTIC COAST LINE RAILROAD TRACKS, IN
 GV1913'TOP OF THE EAST END OF BRIDGE SEAT OF SOUTH CONCRETE ABUTMENT
 GV1913'OF ATLANTIC COAST LINE RAILROAD OVERPASS OVER THE NORFOLK AND
 GV1913'WESTERN RAILWAY, 1 FOOT WEST OF THE EAST END OF THE BRIDGE
 GV1913'SEAT, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF TRACK.
 GV1913
 GV1913                          STATION RECOVERY (1970)
 GV1913
 GV1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GV1913'RECOVERED IN GOOD CONDITION.
 GV1913
 GV1913                          STATION RECOVERY (1988)
 GV1913
 GV1913'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV1913'RECOVERED IN GOOD CONDITION.
 GV1913
 GV1913                          STATION RECOVERY (1995)
 GV1913
 GV1913'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV1913'RECOVERED IN GOOD CONDITION.
 GV1913
 GV1913                          STATION RECOVERY (2001)
 GV1913
 GV1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1913
 GV1913                          STATION RECOVERY (2005)
 GV1913
 GV1913'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0099 ***********************************************************************
 GA0099  DESIGNATION -  F 40
 GA0099  PID         -  GA0099
 GA0099  STATE/COUNTY-  VA/WISE
 GA0099  USGS QUAD   -  COEBURN (1991)
 GA0099
 GA0099                         *CURRENT SURVEY CONTROL
 GA0099  ___________________________________________________________________
 GA0099* NAD 83(1986)-  36 56 35.     (N)    082 27 56.     (W)     SCALED    
 GA0099* NAVD 88     -       605.681  (meters)    1987.14   (feet)  ADJUSTED  
 GA0099  ___________________________________________________________________
 GA0099  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GA0099  DYNAMIC HT  -         605.140 (meters)    1985.36  (feet)  COMP
 GA0099  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 GA0099
 GA0099  VERT ORDER  -  SECOND    CLASS 0
 GA0099
 GA0099.The horizontal coordinates were scaled from a topographic map and have
 GA0099.an estimated accuracy of +/- 6 seconds.
 GA0099
 GA0099.The orthometric height was determined by differential leveling
 GA0099.and adjusted by the National Geodetic Survey in June 1991..
 GA0099
 GA0099.The geoid height was determined by GEOID03.
 GA0099
 GA0099.The dynamic height is computed by dividing the NAVD 88
 GA0099.geopotential number by the normal gravity value computed on the
 GA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0099.degrees latitude (g = 980.6199 gals.).
 GA0099
 GA0099.The modeled gravity was interpolated from observed gravity values.
 GA0099
 GA0099;                    North         East    Units  Estimated Accuracy
 GA0099;SPC VA S     - 1,075,080.    3,146,870.      MT  (+/- 180 meters Scaled)
 GA0099
 GA0099                          SUPERSEDED SURVEY CONTROL
 GA0099
 GA0099  NGVD 29 (??/??/92)  605.822  (m)         1987.60   (f) ADJ UNCH    2 0
 GA0099
 GA0099.Superseded values are not recommended for survey control.
 GA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0099.See file dsdata.txt to determine how the superseded data were derived.
 GA0099
 GA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA694895(NAD 83)
 GA0099_MARKER: DB = BENCH MARK DISK
 GA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0099_STAMPING: F 40 1934
 GA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0099+STABILITY: SURFACE MOTION
 GA0099
 GA0099  HISTORY     - Date     Condition        Report By
 GA0099  HISTORY     - 1934     MONUMENTED       CGS
 GA0099
 GA0099                          STATION DESCRIPTION
 GA0099
 GA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GA0099'AT COEBURN.
 GA0099'AT COEBURN, WISE COUNTY, ON THE NORFOLK AND WESTERN RAILWAY,
 GA0099'3 RAILS WEST OF THE WEST END OF THE FRIEGHT PLATFORM, IN FRONT
 GA0099'OF THE SECTIONHOUSE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 GA0099'TRACK.  A STANDARD DISK, STAMPED F 40 1934 AND SET IN THE TOP
 GA0099'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0800 ***********************************************************************
 GY0800  DESIGNATION -  F 41
 GY0800  PID         -  GY0800
 GY0800  STATE/COUNTY-  VA/RUSSELL
 GY0800  USGS QUAD   -  BIG A MOUNTAIN (1975)
 GY0800
 GY0800                         *CURRENT SURVEY CONTROL
 GY0800  ___________________________________________________________________
 GY0800* NAD 83(1986)-  37 00 32.     (N)    082 00 54.     (W)     SCALED    
 GY0800* NAVD 88     -       537.772  (meters)    1764.34   (feet)  ADJUSTED  
 GY0800  ___________________________________________________________________
 GY0800  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 GY0800  DYNAMIC HT  -         537.291 (meters)    1762.76  (feet)  COMP
 GY0800  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 GY0800
 GY0800  VERT ORDER  -  SECOND    CLASS 0
 GY0800
 GY0800.The horizontal coordinates were scaled from a topographic map and have
 GY0800.an estimated accuracy of +/- 6 seconds.
 GY0800
 GY0800.The orthometric height was determined by differential leveling
 GY0800.and adjusted by the National Geodetic Survey in June 1991..
 GY0800
 GY0800.The geoid height was determined by GEOID03.
 GY0800
 GY0800.The dynamic height is computed by dividing the NAVD 88
 GY0800.geopotential number by the normal gravity value computed on the
 GY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0800.degrees latitude (g = 980.6199 gals.).
 GY0800
 GY0800.The modeled gravity was interpolated from observed gravity values.
 GY0800
 GY0800;                    North         East    Units  Estimated Accuracy
 GY0800;SPC VA S     - 1,080,790.    3,187,240.      MT  (+/- 180 meters Scaled)
 GY0800
 GY0800                          SUPERSEDED SURVEY CONTROL
 GY0800
 GY0800  NGVD 29 (??/??/92)  537.916  (m)         1764.81   (f) ADJ UNCH    2 0
 GY0800
 GY0800.Superseded values are not recommended for survey control.
 GY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0800.See file dsdata.txt to determine how the superseded data were derived.
 GY0800
 GY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA096963(NAD 83)
 GY0800_MARKER: DB = BENCH MARK DISK
 GY0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GY0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GY0800_STAMPING: F 41 1934
 GY0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY0800+STABILITY: SURFACE MOTION
 GY0800
 GY0800  HISTORY     - Date     Condition        Report By
 GY0800  HISTORY     - 1934     MONUMENTED       CGS
 GY0800  HISTORY     - 1958     MARK NOT FOUND   TVA
 GY0800
 GY0800                          STATION DESCRIPTION
 GY0800
 GY0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GY0800'2 MI W FROM HONAKER.
 GY0800'2.0 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM HONAKER,
 GY0800'RUSSELL COUNTY, 7 RAILS WEST OF MILEPOST 422, AND 20 FEET SOUTH OF
 GY0800'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 41 1934
 GY0800'AND SET IN THE TOP OF A CONCRETE POST.
 GY0800
 GY0800                          STATION RECOVERY (1958)
 GY0800
 GY0800'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 GY0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0233 ***********************************************************************
 FX0233  DESIGNATION -  F 416
 FX0233  PID         -  FX0233
 FX0233  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0233  USGS QUAD   -  CAPE HENRY (1986)
 FX0233
 FX0233                         *CURRENT SURVEY CONTROL
 FX0233  ___________________________________________________________________
 FX0233* NAD 83(1986)-  36 54 28.     (N)    076 05 41.     (W)     SCALED    
 FX0233* NAVD 88     -         6.935  (meters)      22.75   (feet)  ADJUSTED  
 FX0233  ___________________________________________________________________
 FX0233  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 FX0233  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 FX0233  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0233
 FX0233  VERT ORDER  -  FIRST     CLASS I
 FX0233
 FX0233.The horizontal coordinates were scaled from a topographic map and have
 FX0233.an estimated accuracy of +/- 6 seconds.
 FX0233
 FX0233.The orthometric height was determined by differential leveling
 FX0233.and adjusted by the National Geodetic Survey in June 1991..
 FX0233
 FX0233.The geoid height was determined by GEOID03.
 FX0233
 FX0233.The dynamic height is computed by dividing the NAVD 88
 FX0233.geopotential number by the normal gravity value computed on the
 FX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0233.degrees latitude (g = 980.6199 gals.).
 FX0233
 FX0233.The modeled gravity was interpolated from observed gravity values.
 FX0233
 FX0233;                    North         East    Units  Estimated Accuracy
 FX0233;SPC VA S     - 1,066,480.    3,714,330.      MT  (+/- 180 meters Scaled)
 FX0233
 FX0233                          SUPERSEDED SURVEY CONTROL
 FX0233
 FX0233  NGVD 29 (??/??/92)    7.182  (m)           23.56   (f) ADJ UNCH    1 1
 FX0233
 FX0233.Superseded values are not recommended for survey control.
 FX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0233.See file dsdata.txt to determine how the superseded data were derived.
 FX0233
 FX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF024852(NAD 83)
 FX0233_MARKER: DB = BENCH MARK DISK
 FX0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0233_SP_SET: ABUTMENT
 FX0233_STAMPING: F 416 1963
 FX0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0233
 FX0233  HISTORY     - Date     Condition        Report By
 FX0233  HISTORY     - 1963     MONUMENTED       CGS
 FX0233  HISTORY     - 1969     GOOD             NGS
 FX0233  HISTORY     - 1977     GOOD             NGS
 FX0233
 FX0233                          STATION DESCRIPTION
 FX0233
 FX0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0233'0.4 MI E FROM OCEAN PARK.
 FX0233'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE FIRE DEPARTMENT
 FX0233'BUILDING AT OCEAN PARK, SET ON TOP OF THE NORTH END OF THE WEST
 FX0233'CONCRETE ABUTMENT FOR CONCRETE BRIDGE OVER LYNN HAVEN INLET, 19
 FX0233'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT NORTH OF
 FX0233'NORTH EDGE OF THE RAILING BASE, AND IS ABOUT LEVEL WITH THE
 FX0233'HIGHWAY.
 FX0233
 FX0233                          STATION RECOVERY (1969)
 FX0233
 FX0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FX0233'RECOVERED IN GOOD CONDITION.
 FX0233
 FX0233                          STATION RECOVERY (1977)
 FX0233
 FX0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FX0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0205 ***********************************************************************
 FW0205  DESIGNATION -  F 417
 FW0205  PID         -  FW0205
 FW0205  STATE/COUNTY-  VA/NORTHAMPTON
 FW0205  USGS QUAD   -  NASSAWADOX (1973)
 FW0205
 FW0205                         *CURRENT SURVEY CONTROL
 FW0205  ___________________________________________________________________
 FW0205* NAD 83(1986)-  37 29 43.     (N)    075 50 42.     (W)     SCALED    
 FW0205* NAVD 88     -        10.253  (meters)      33.64   (feet)  ADJUSTED  
 FW0205  ___________________________________________________________________
 FW0205  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 FW0205  DYNAMIC HT  -          10.246 (meters)      33.62  (feet)  COMP
 FW0205  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 FW0205
 FW0205  VERT ORDER  -  FIRST     CLASS I
 FW0205
 FW0205.The horizontal coordinates were scaled from a topographic map and have
 FW0205.an estimated accuracy of +/- 6 seconds.
 FW0205
 FW0205.The orthometric height was determined by differential leveling
 FW0205.and adjusted by the National Geodetic Survey in June 1991..
 FW0205
 FW0205.The geoid height was determined by GEOID03.
 FW0205
 FW0205.The dynamic height is computed by dividing the NAVD 88
 FW0205.geopotential number by the normal gravity value computed on the
 FW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0205.degrees latitude (g = 980.6199 gals.).
 FW0205
 FW0205.The modeled gravity was interpolated from observed gravity values.
 FW0205
 FW0205;                    North         East    Units  Estimated Accuracy
 FW0205;SPC VA S     - 1,132,250.    3,734,740.      MT  (+/- 180 meters Scaled)
 FW0205
 FW0205                          SUPERSEDED SURVEY CONTROL
 FW0205
 FW0205  NGVD 29 (??/??/??)   10.491  (m)           34.42   (f) ADJUSTED    1 1
 FW0205
 FW0205.Superseded values are not recommended for survey control.
 FW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0205.See file dsdata.txt to determine how the superseded data were derived.
 FW0205
 FW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG253501(NAD 83)
 FW0205_MARKER: DB = BENCH MARK DISK
 FW0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FW0205_SP_SET: CULVERT
 FW0205_STAMPING: F 417 1963
 FW0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0205+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 FW0205
 FW0205  HISTORY     - Date     Condition        Report By
 FW0205  HISTORY     - 1963     MONUMENTED       CGS
 FW0205  HISTORY     - 1972     GOOD             NGS
 FW0205  HISTORY     - 1990     GOOD             USPSQD
 FW0205  HISTORY     - 20010505 GOOD             USPSQD
 FW0205  HISTORY     - 20050312 GOOD             USPSQD
 FW0205
 FW0205                          STATION DESCRIPTION
 FW0205
 FW0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0205'1.6 MI NE FROM NASSAWADOX.
 FW0205'ABOUT 1.55 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0205'THE CROSSING OF STATE ROAD T 606 AT NASSAWADOX, 0.25 MILE
 FW0205'NORTHEAST OF MILEPOST 75, 370 FEET SOUTHWEST OF THE EXTENDED
 FW0205'CENTER LINE OF STATE ROAD 605 LEADING NORTHWEST, 25 FEET
 FW0205'NORTHWEST OF THE NORTHWEST RAIL, 20 1/2 FEET SOUTHEAST OF THE
 FW0205'CENTER LINE OF THE SOUTHEAST LANE OF U.S. HIGHWAY 13, 10 FEET
 FW0205'SOUTHWEST OF POWER LINE POLE 64, SET ON THE TOP OF THE NORTHEAST
 FW0205'END OF THE SOUTHEAST CONCRETE HEADWALL FOR A 3-BY-4-FOOT BOX
 FW0205'CULVERT UNDER THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 FW0205'HIGHWAY.
 FW0205
 FW0205                          STATION RECOVERY (1990)
 FW0205
 FW0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0205'RECOVERED IN GOOD CONDITION.
 FW0205
 FW0205                          STATION RECOVERY (2001)
 FW0205
 FW0205'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0205'RECOVERED IN GOOD CONDITION.
 FW0205
 FW0205                          STATION RECOVERY (2005)
 FW0205
 FW0205'RECOVERY NOTE BY US POWER SQUADRON 2005 (JKW)
 FW0205'POWER LINE POLE NUMBER 64 HAS BEEN RENUMBERED 29531/61522.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0433 ***********************************************************************
 FW0433  DESIGNATION -  F 418 RESET 1966
 FW0433  PID         -  FW0433
 FW0433  STATE/COUNTY-  VA/ACCOMACK
 FW0433  USGS QUAD   -  ACCOMAC (1979)
 FW0433
 FW0433                         *CURRENT SURVEY CONTROL
 FW0433  ___________________________________________________________________
 FW0433* NAD 83(1986)-  37 43 33.     (N)    075 44 20.     (W)     SCALED    
 FW0433* NAVD 88     -         4.39   (meters)      14.4    (feet)  RESET     
 FW0433  ___________________________________________________________________
 FW0433  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FW0433
 FW0433  VERT ORDER  -  THIRD
 FW0433
 FW0433.The horizontal coordinates were scaled from a topographic map and have
 FW0433.an estimated accuracy of +/- 6 seconds.
 FW0433
 FW0433.The orthometric height was computed from unverified reset data.
 FW0433.No vertical observational check was made to the station.
 FW0433
 FW0433.The geoid height was determined by GEOID03.
 FW0433
 FW0433;                    North         East    Units  Estimated Accuracy
 FW0433;SPC VA S     - 1,158,090.    3,743,370.      MT  (+/- 180 meters Scaled)
 FW0433
 FW0433                          SUPERSEDED SURVEY CONTROL
 FW0433
 FW0433  NGVD 29 (??/??/??)    4.63   (m)           15.2    (f) RESET       3  
 FW0433
 FW0433.Superseded values are not recommended for survey control.
 FW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0433.See file dsdata.txt to determine how the superseded data were derived.
 FW0433
 FW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG348756(NAD 83)
 FW0433_MARKER: DB = BENCH MARK DISK
 FW0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW0433_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FW0433_STAMPING: F 418 RESET 1966
 FW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0433
 FW0433  HISTORY     - Date     Condition        Report By
 FW0433  HISTORY     - 1966     MONUMENTED       CGS
 FW0433
 FW0433                          STATION DESCRIPTION
 FW0433
 FW0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FW0433'1.3 MI N FROM ONANCOCK.
 FW0433'ABOUT 1.3 MILES NORTH ALONG SECONDARY STATE HIGHWAY 658 FROM THE
 FW0433'JUNCTION OF NORTH AND MARKET STREETS AT ONANCOCK.  71.00 FEET SOUTH
 FW0433'OF SOUTHWEST CORNER OF ONE STORY BRICK AND FRAME RESTAURANT, 88
 FW0433'FEET EAST OF NORTHEAST CORNER OF ONE STORY BRICK DWELLING,
 FW0433'APPROXIMATELY 28 FEET NORTHWEST OF CENTERLINE OF NEW HIGHWAY, 7.47
 FW0433'FEET NORTHWEST OF ORIGINAL BENCH MARK, SET IN TOP OF A CONCRETE
 FW0433'FILLED 6 INCH TERROCOTTA PIPE ABOUT 2 INCHES ABOVE THE GROUND.
 FW0433'NOTE--THE STAMPING OF THIS MARK WAS CHANGED FROM J 418 RESET 1966 TO
 FW0433'F 418 RESET 1966 BY RRG OF NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0453 ***********************************************************************
 FX0453  DESIGNATION -  F 419
 FX0453  PID         -  FX0453
 FX0453  STATE/COUNTY-  VA/C OF NORFOLK
 FX0453  USGS QUAD   -  FENTRESS (1986)
 FX0453
 FX0453                         *CURRENT SURVEY CONTROL
 FX0453  ___________________________________________________________________
 FX0453* NAD 83(1986)-  36 39 06.     (N)    076 11 55.     (W)     SCALED    
 FX0453* NAVD 88     -         4.713  (meters)      15.46   (feet)  ADJUSTED  
 FX0453  ___________________________________________________________________
 FX0453  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 FX0453  DYNAMIC HT  -           4.709 (meters)      15.45  (feet)  COMP
 FX0453  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 FX0453
 FX0453  VERT ORDER  -  FIRST     CLASS I
 FX0453
 FX0453.The horizontal coordinates were scaled from a topographic map and have
 FX0453.an estimated accuracy of +/- 6 seconds.
 FX0453
 FX0453.The orthometric height was determined by differential leveling
 FX0453.and adjusted by the National Geodetic Survey in June 1991..
 FX0453.WARNING-Repeat measurements at this control monument indicate possible
 FX0453.vertical movement.
 FX0453
 FX0453.The geoid height was determined by GEOID03.
 FX0453
 FX0453.The dynamic height is computed by dividing the NAVD 88
 FX0453.geopotential number by the normal gravity value computed on the
 FX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0453.degrees latitude (g = 980.6199 gals.).
 FX0453
 FX0453.The modeled gravity was interpolated from observed gravity values.
 FX0453
 FX0453;                    North         East    Units  Estimated Accuracy
 FX0453;SPC VA S     - 1,037,840.    3,705,770.      MT  (+/- 180 meters Scaled)
 FX0453
 FX0453                          SUPERSEDED SURVEY CONTROL
 FX0453
 FX0453  NGVD 29 (??/??/92)    4.990  (m)           16.37   (f) ADJ UNCH    1 1
 FX0453
 FX0453.Superseded values are not recommended for survey control.
 FX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0453.See file dsdata.txt to determine how the superseded data were derived.
 FX0453
 FX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF928569(NAD 83)
 FX0453_MARKER: DB = BENCH MARK DISK
 FX0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0453_STAMPING: F 419 1963
 FX0453_PROJECTION: PROJECTING 8 CENTIMETERS
 FX0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0453+STABILITY: SURFACE MOTION
 FX0453
 FX0453  HISTORY     - Date     Condition        Report By
 FX0453  HISTORY     - 1963     MONUMENTED       CGS
 FX0453  HISTORY     - 1979     GOOD             NGS
 FX0453
 FX0453                          STATION DESCRIPTION
 FX0453
 FX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0453'AT CHESAPEAKE.
 FX0453'AT CHESAPEAKE, ABOUT 0.9 MILE NORTH ALONG THE NORFOLK SOUTHERN
 FX0453'RAILWAY FROM THE CROSSING OF SECONDARY STATE HIGHWAY 607 AT
 FX0453'HICKORY GROUND (A SUBDIVISION OF CHESAPEAKE), 186 FEET SOUTH OF
 FX0453'MILEPOST 15, 72 FEET EAST SOUTHEAST OF CENTER OF A DIM FARM
 FX0453'ROAD CROSSING, 52.5 FEET EAST OF EAST RAIL, 19 FEET SOUTH OF
 FX0453'CENTER LINE OF FARM ROAD, 1.8 FEET NORTH OF A TELEPHONE POLE,
 FX0453'1.8 FEET EAST OF A WOODEN WITNESS POST, 2 FEET BELOW LEVEL OF
 FX0453'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0453
 FX0453                          STATION RECOVERY (1979)
 FX0453
 FX0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1764 ***********************************************************************
 GX1764  DESIGNATION -  F 42
 GX1764  PID         -  GX1764
 GX1764  STATE/COUNTY-  VA/TAZEWELL
 GX1764  USGS QUAD   -  TAZEWELL SOUTH (1977)
 GX1764
 GX1764                         *CURRENT SURVEY CONTROL
 GX1764  ___________________________________________________________________
 GX1764* NAD 83(1986)-  37 06 22.     (N)    081 37 20.     (W)     SCALED    
 GX1764* NAVD 88     -       721.419  (meters)    2366.86   (feet)  ADJUSTED  
 GX1764  ___________________________________________________________________
 GX1764  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GX1764  DYNAMIC HT  -         720.773 (meters)    2364.74  (feet)  COMP
 GX1764  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 GX1764
 GX1764  VERT ORDER  -  SECOND    CLASS 0
 GX1764
 GX1764.The horizontal coordinates were scaled from a topographic map and have
 GX1764.an estimated accuracy of +/- 6 seconds.
 GX1764
 GX1764.The orthometric height was determined by differential leveling
 GX1764.and adjusted by the National Geodetic Survey in June 1991..
 GX1764
 GX1764.The geoid height was determined by GEOID03.
 GX1764
 GX1764.The dynamic height is computed by dividing the NAVD 88
 GX1764.geopotential number by the normal gravity value computed on the
 GX1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1764.degrees latitude (g = 980.6199 gals.).
 GX1764
 GX1764.The modeled gravity was interpolated from observed gravity values.
 GX1764
 GX1764;                    North         East    Units  Estimated Accuracy
 GX1764;SPC VA S     - 1,090,350.    3,222,540.      MT  (+/- 180 meters Scaled)
 GX1764
 GX1764                          SUPERSEDED SURVEY CONTROL
 GX1764
 GX1764  NGVD 29 (??/??/92)  721.538  (m)         2367.25   (f) ADJ UNCH    2 0
 GX1764
 GX1764.Superseded values are not recommended for survey control.
 GX1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1764.See file dsdata.txt to determine how the superseded data were derived.
 GX1764
 GX1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB447068(NAD 83)
 GX1764_MARKER: DB = BENCH MARK DISK
 GX1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1764_STAMPING: F 24 1934
 GX1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1764+STABILITY: SURFACE MOTION
 GX1764
 GX1764  HISTORY     - Date     Condition        Report By
 GX1764  HISTORY     - 1934     MONUMENTED       CGS
 GX1764  HISTORY     - 1958     GOOD             NGS
 GX1764  HISTORY     - 1963     GOOD             NGS
 GX1764
 GX1764                          STATION DESCRIPTION
 GX1764
 GX1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GX1764'AT MAXWELL.
 GX1764'AT MAXWELL, ALONG THE NORFOLK AND WESTERN RAILWAY, AT THE
 GX1764'CROSSING OF THE TRACK AND ROAD NO. 637, 25 FEET SOUTH OF SOUTH
 GX1764'RAIL, 68 FEET SOUTHWEST OF CENTER OF CROSSING, 109 1/2 FEET
 GX1764'NORTHWEST OF NORTHEAST CORNER OF POST OFFICE, 25 FEET NORTH OF
 GX1764'CENTER LINE OF A PRIVATE ROAD WEST, 29 1/2 FEET SOUTHWEST OF THE
 GX1764'WEST LEG OF A MAIL CRANE, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 GX1764'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 GX1764
 GX1764                          STATION RECOVERY (1963)
 GX1764
 GX1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0348 ***********************************************************************
 FW0348  DESIGNATION -  F 420
 FW0348  PID         -  FW0348
 FW0348  STATE/COUNTY-  VA/ACCOMACK
 FW0348  USGS QUAD   -  PARKSLEY (1968)
 FW0348
 FW0348                         *CURRENT SURVEY CONTROL
 FW0348  ___________________________________________________________________
 FW0348* NAD 83(1986)-  37 46 33.     (N)    075 39 33.     (W)     SCALED    
 FW0348* NAVD 88     -        12.576  (meters)      41.26   (feet)  ADJUSTED  
 FW0348  ___________________________________________________________________
 FW0348  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW0348  DYNAMIC HT  -          12.567 (meters)      41.23  (feet)  COMP
 FW0348  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 FW0348
 FW0348  VERT ORDER  -  FIRST     CLASS I
 FW0348
 FW0348.The horizontal coordinates were scaled from a topographic map and have
 FW0348.an estimated accuracy of +/- 6 seconds.
 FW0348
 FW0348.The orthometric height was determined by differential leveling
 FW0348.and adjusted by the National Geodetic Survey in June 1991..
 FW0348
 FW0348.The geoid height was determined by GEOID03.
 FW0348
 FW0348.The dynamic height is computed by dividing the NAVD 88
 FW0348.geopotential number by the normal gravity value computed on the
 FW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0348.degrees latitude (g = 980.6199 gals.).
 FW0348
 FW0348.The modeled gravity was interpolated from observed gravity values.
 FW0348
 FW0348;                    North         East    Units  Estimated Accuracy
 FW0348;SPC VA S     - 1,163,850.    3,750,230.      MT  (+/- 180 meters Scaled)
 FW0348
 FW0348                          SUPERSEDED SURVEY CONTROL
 FW0348
 FW0348  NGVD 29 (??/??/??)   12.816  (m)           42.05   (f) ADJUSTED    1 1
 FW0348
 FW0348.Superseded values are not recommended for survey control.
 FW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0348.See file dsdata.txt to determine how the superseded data were derived.
 FW0348
 FW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG419811(NAD 83)
 FW0348_MARKER: DB = BENCH MARK DISK
 FW0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0348_STAMPING: F 420 1963
 FW0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0348+STABILITY: SURFACE MOTION
 FW0348
 FW0348  HISTORY     - Date     Condition        Report By
 FW0348  HISTORY     - 1963     MONUMENTED       CGS
 FW0348  HISTORY     - 1972     GOOD             NGS
 FW0348
 FW0348                          STATION DESCRIPTION
 FW0348
 FW0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0348'0.6 MI SW FROM PARKSLEY.
 FW0348'ABOUT 0.55 MILE SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 FW0348'THE CROSSING OF STATE HIGHWAY 176 AT PARKSLEY, 0.1 MILE SOUTHWEST
 FW0348'OF THE CROSSING OF STATE HIGHWAY 669, 28 FEET SOUTHEAST OF THE
 FW0348'CENTER LINE OF STATE HIGHWAY 316, 15.5 FEET NORTHWEST OF THE
 FW0348'NORTHWEST RAIL, 66 FEET NORTHEAST OF MILEPOST 53, 3 FEET SOUTHEAST
 FW0348'OF POWER LINE POLE NO. T 7, 0.9 FOOT NORTHWEST OF A METAL WITNESS
 FW0348'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 FW0348'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0487 ***********************************************************************
 FW0487  DESIGNATION -  F 421
 FW0487  PID         -  FW0487
 FW0487  STATE/COUNTY-  VA/ACCOMACK
 FW0487  USGS QUAD   -  HALLWOOD (1992)
 FW0487
 FW0487                         *CURRENT SURVEY CONTROL
 FW0487  ___________________________________________________________________
 FW0487* NAD 83(1986)-  37 53 04.     (N)    075 31 00.     (W)     SCALED    
 FW0487* NAVD 88     -        11.624  (meters)      38.14   (feet)  ADJUSTED  
 FW0487  ___________________________________________________________________
 FW0487  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 FW0487  DYNAMIC HT  -          11.617 (meters)      38.11  (feet)  COMP
 FW0487  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 FW0487
 FW0487  VERT ORDER  -  FIRST     CLASS I
 FW0487
 FW0487.The horizontal coordinates were scaled from a topographic map and have
 FW0487.an estimated accuracy of +/- 6 seconds.
 FW0487
 FW0487.The orthometric height was determined by differential leveling
 FW0487.and adjusted by the National Geodetic Survey in June 1991..
 FW0487
 FW0487.The geoid height was determined by GEOID03.
 FW0487
 FW0487.The dynamic height is computed by dividing the NAVD 88
 FW0487.geopotential number by the normal gravity value computed on the
 FW0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0487.degrees latitude (g = 980.6199 gals.).
 FW0487
 FW0487.The modeled gravity was interpolated from observed gravity values.
 FW0487
 FW0487;                    North         East    Units  Estimated Accuracy
 FW0487;SPC VA S     - 1,176,290.    3,762,400.      MT  (+/- 180 meters Scaled)
 FW0487
 FW0487                          SUPERSEDED SURVEY CONTROL
 FW0487
 FW0487  NGVD 29 (??/??/??)   11.873  (m)           38.95   (f) ADJUSTED    1 1
 FW0487
 FW0487.Superseded values are not recommended for survey control.
 FW0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0487.See file dsdata.txt to determine how the superseded data were derived.
 FW0487
 FW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG545931(NAD 83)
 FW0487_MARKER: DB = BENCH MARK DISK
 FW0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0487_STAMPING: F 421 1963
 FW0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0487+STABILITY: SURFACE MOTION
 FW0487
 FW0487  HISTORY     - Date     Condition        Report By
 FW0487  HISTORY     - 1963     MONUMENTED       CGS
 FW0487
 FW0487                          STATION DESCRIPTION
 FW0487
 FW0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0487'1.4 MI SW FROM ATLANTIC.
 FW0487'ABOUT 1.4 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 679 FROM
 FW0487'THE INTERSECTION OF SECONDARY STATE HIGHWAY 702 AT ATLANTIC,
 FW0487'ON NORTHWEST SIDE OF HEAVY WOODED AREA, 31.5 FEET SOUTHEAST OF
 FW0487'CENTER LINE OF HIGHWAY, 86 1/2 FEET SOUTH-SOUTHEAST AND ACROSS
 FW0487'HIGHWAY FROM POWER POLE 7C315-15, 2.5 FEET NORTHEAST OF A STEEL
 FW0487'WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A
 FW0487'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0488 ***********************************************************************
 FW0488  DESIGNATION -  F 422
 FW0488  PID         -  FW0488
 FW0488  STATE/COUNTY-  VA/ACCOMACK
 FW0488  USGS QUAD   -  BLOXOM (1979)
 FW0488
 FW0488                         *CURRENT SURVEY CONTROL
 FW0488  ___________________________________________________________________
 FW0488* NAD 83(1986)-  37 52 27.     (N)    075 31 17.     (W)     SCALED    
 FW0488* NAVD 88     -        11.289  (meters)      37.04   (feet)  ADJUSTED  
 FW0488  ___________________________________________________________________
 FW0488  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 FW0488  DYNAMIC HT  -          11.281 (meters)      37.01  (feet)  COMP
 FW0488  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 FW0488
 FW0488  VERT ORDER  -  FIRST     CLASS I
 FW0488
 FW0488.The horizontal coordinates were scaled from a topographic map and have
 FW0488.an estimated accuracy of +/- 6 seconds.
 FW0488
 FW0488.The orthometric height was determined by differential leveling
 FW0488.and adjusted by the National Geodetic Survey in June 1991..
 FW0488
 FW0488.The geoid height was determined by GEOID03.
 FW0488
 FW0488.The dynamic height is computed by dividing the NAVD 88
 FW0488.geopotential number by the normal gravity value computed on the
 FW0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0488.degrees latitude (g = 980.6199 gals.).
 FW0488
 FW0488.The modeled gravity was interpolated from observed gravity values.
 FW0488
 FW0488;                    North         East    Units  Estimated Accuracy
 FW0488;SPC VA S     - 1,175,130.    3,762,020.      MT  (+/- 180 meters Scaled)
 FW0488
 FW0488                          SUPERSEDED SURVEY CONTROL
 FW0488
 FW0488  NGVD 29 (??/??/??)   11.538  (m)           37.85   (f) ADJUSTED    1 1
 FW0488
 FW0488.Superseded values are not recommended for survey control.
 FW0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0488.See file dsdata.txt to determine how the superseded data were derived.
 FW0488
 FW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG541919(NAD 83)
 FW0488_MARKER: DB = BENCH MARK DISK
 FW0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0488_SP_SET: 48 FEET
 FW0488_STAMPING: F 422 1963
 FW0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0488
 FW0488  HISTORY     - Date     Condition        Report By
 FW0488  HISTORY     - 1963     MONUMENTED       CGS
 FW0488
 FW0488                          STATION DESCRIPTION
 FW0488
 FW0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0488'2.1 MI SW FROM ATLANTIC.
 FW0488'ABOUT 2.1 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 679 FROM
 FW0488'THE INTERSECTION OF SECONDARY STATE HIGHWAY 702 AT ATLANTIC, AT
 FW0488'THE JUNCTION OF SECONDARY STATE HIGHWAY 803 LEADING SOUTHEAST, IN
 FW0488'THE YARD OF THE ASSAWOMAN METHODIST CHURCH, 5 FEET EAST OF
 FW0488'SOUTHEAST CORNER OF THE CHURCH, 42.5 FEET NORTH OF CENTER LINE OF
 FW0488'HIGHWAY 679, 1 FOOT ABOVE LEVEL OF HIGHWAY, AND IS A DISK ON A
 FW0488'COPPER COATED STEEL ROD FLUSH AND PROTECTED BY A 6-INCH TILE WHICH
 FW0488'PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 48
 FW0488'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0326 ***********************************************************************
 GV0326  DESIGNATION -  F 423
 GV0326  PID         -  GV0326
 GV0326  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 GV0326  USGS QUAD   -  CHESAPEAKE CHANNEL (1981)
 GV0326
 GV0326                         *CURRENT SURVEY CONTROL
 GV0326  ___________________________________________________________________
 GV0326* NAD 83(1986)-  37 00 59.     (N)    076 05 31.     (W)     SCALED    
 GV0326* NAVD 88     -         6.867  (meters)      22.53   (feet)  ADJUSTED  
 GV0326  ___________________________________________________________________
 GV0326  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 GV0326  DYNAMIC HT  -           6.862 (meters)      22.51  (feet)  COMP
 GV0326  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 GV0326
 GV0326  VERT ORDER  -  FIRST     CLASS I
 GV0326
 GV0326.The horizontal coordinates were scaled from a topographic map and have
 GV0326.an estimated accuracy of +/- 6 seconds.
 GV0326
 GV0326.The orthometric height was determined by differential leveling
 GV0326.and adjusted by the National Geodetic Survey in June 1991..
 GV0326
 GV0326.The geoid height was determined by GEOID03.
 GV0326
 GV0326.The dynamic height is computed by dividing the NAVD 88
 GV0326.geopotential number by the normal gravity value computed on the
 GV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0326.degrees latitude (g = 980.6199 gals.).
 GV0326
 GV0326.The modeled gravity was interpolated from observed gravity values.
 GV0326
 GV0326;                    North         East    Units  Estimated Accuracy
 GV0326;SPC VA S     - 1,078,530.    3,714,270.      MT  (+/- 180 meters Scaled)
 GV0326
 GV0326                          SUPERSEDED SURVEY CONTROL
 GV0326
 GV0326  NGVD 29 (??/??/??)    7.125  (m)           23.38   (f) ADJUSTED    1 1
 GV0326
 GV0326.Superseded values are not recommended for survey control.
 GV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0326.See file dsdata.txt to determine how the superseded data were derived.
 GV0326
 GV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF028972(NAD 83)
 GV0326_MARKER: DB = BENCH MARK DISK
 GV0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0326_SP_SET: CONCRETE CAP
 GV0326_STAMPING: F 423 1963
 GV0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0326
 GV0326  HISTORY     - Date     Condition        Report By
 GV0326  HISTORY     - 1963     MONUMENTED       CGS
 GV0326  HISTORY     - 1972     GOOD             NGS
 GV0326
 GV0326                          STATION DESCRIPTION
 GV0326
 GV0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GV0326'1.8 MI S FROM CHESAPEAKE TUNNEL.
 GV0326'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 13 FROM THE SOUTH END
 GV0326'OF THE CHESAPEAKE TUNNEL, 0.3 MILE NORTH OF A SET OF SPEED ZONE
 GV0326'LIGHTS, AT BENT B 165 FOR TRESTLE B, SET ON THE TOP OF THE
 GV0326'NORTHWEST CORNER OF THE WEST END OF THE CONCRETE CAP FOR THE BENT,
 GV0326'17 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 GV0326'NORTH OF THE NORTHWEST CORNER OF A LIGHT POLE BASE AND 5 FEET
 GV0326'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY3387 ***********************************************************************
 GY3387  DESIGNATION -  F 424 RESET
 GY3387  PID         -  GY3387
 GY3387  STATE/COUNTY-  VA/WISE
 GY3387  USGS QUAD   -  POUND (1977)
 GY3387
 GY3387                         *CURRENT SURVEY CONTROL
 GY3387  ___________________________________________________________________
 GY3387* NAD 83(1986)-  37 05 08.     (N)    082 35 57.     (W)     SCALED    
 GY3387* NAVD 88     -       488.34   (meters)    1602.2    (feet)  RESET     
 GY3387  ___________________________________________________________________
 GY3387  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 GY3387
 GY3387  VERT ORDER  -  THIRD
 GY3387
 GY3387.The horizontal coordinates were scaled from a topographic map and have
 GY3387.an estimated accuracy of +/- 6 seconds.
 GY3387
 GY3387.The orthometric height was computed from unverified reset data.
 GY3387.No vertical observational check was made to the station.
 GY3387
 GY3387.The geoid height was determined by GEOID03.
 GY3387
 GY3387;                    North         East    Units  Estimated Accuracy
 GY3387;SPC VA S     - 1,091,390.    3,135,670.      MT  (+/- 180 meters Scaled)
 GY3387
 GY3387                          SUPERSEDED SURVEY CONTROL
 GY3387
 GY3387  NGVD 29 (03/21/06)  488.49   (m)         1602.7    (f) RESET       3  
 GY3387
 GY3387.Superseded values are not recommended for survey control.
 GY3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY3387.See file dsdata.txt to determine how the superseded data were derived.
 GY3387
 GY3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB578055(NAD 83)
 GY3387_MARKER: DB = BENCH MARK DISK
 GY3387_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GY3387_SP_SET: CULVERT
 GY3387_STAMPING: F 424 RESET 1986
 GY3387_MARK LOGO: NGS   
 GY3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 GY3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GY3387+STABILITY: SURFACE MOTION
 GY3387
 GY3387  HISTORY     - Date     Condition        Report By
 GY3387  HISTORY     - 1986     MONUMENTED       LOCENG
 GY3387
 GY3387                          STATION DESCRIPTION
 GY3387
 GY3387'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 GY3387'2.95 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN POUND,
 GY3387'151 YARDS SOUTH OF THE SOUTH END OF A HIGHWAY BRIDGE OVER INDIAN
 GY3387'CREEK, 121 YARDS SOUTH OF THE SOUTH END OF A BRICK HOUSE, 23 1/2 FEET
 GY3387'WEST OF THE CENTERLINE OF U.S. HIGHWAY 23, IN THE TOP OF A CONCRETE
 GY3387'CULVERT AT THE MOUTH OF BARN BRANCH, 5 FEET WEST OF A METAL WITNESS
 GY3387'POST, AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1202 ***********************************************************************
 GA1202  DESIGNATION -  F 425
 GA1202  PID         -  GA1202
 GA1202  STATE/COUNTY-  VA/WISE
 GA1202  USGS QUAD   -  EAST STONE GAP (1991)
 GA1202
 GA1202                         *CURRENT SURVEY CONTROL
 GA1202  ___________________________________________________________________
 GA1202* NAD 83(1986)-  36 51 11.     (N)    082 44 38.     (W)     SCALED    
 GA1202* NAVD 88     -       503.150  (meters)    1650.75   (feet)  ADJUSTED  
 GA1202  ___________________________________________________________________
 GA1202  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA1202  DYNAMIC HT  -         502.705 (meters)    1649.29  (feet)  COMP
 GA1202  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 GA1202
 GA1202  VERT ORDER  -  FIRST     CLASS I
 GA1202
 GA1202.The horizontal coordinates were scaled from a topographic map and have
 GA1202.an estimated accuracy of +/- 6 seconds.
 GA1202
 GA1202.The orthometric height was determined by differential leveling
 GA1202.and adjusted by the National Geodetic Survey in June 1991..
 GA1202
 GA1202.The geoid height was determined by GEOID03.
 GA1202
 GA1202.The dynamic height is computed by dividing the NAVD 88
 GA1202.geopotential number by the normal gravity value computed on the
 GA1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1202.degrees latitude (g = 980.6199 gals.).
 GA1202
 GA1202.The modeled gravity was interpolated from observed gravity values.
 GA1202
 GA1202;                    North         East    Units  Estimated Accuracy
 GA1202;SPC VA S     - 1,066,180.    3,121,650.      MT  (+/- 180 meters Scaled)
 GA1202
 GA1202                          SUPERSEDED SURVEY CONTROL
 GA1202
 GA1202  NGVD 29 (??/??/92)  503.288  (m)         1651.20   (f) ADJ UNCH    1 1
 GA1202
 GA1202.Superseded values are not recommended for survey control.
 GA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1202.See file dsdata.txt to determine how the superseded data were derived.
 GA1202
 GA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA445799(NAD 83)
 GA1202_MARKER: DB = BENCH MARK DISK
 GA1202_SETTING: 66 = SET IN ROCK OUTCROP
 GA1202_SP_SET: ROCK LEDGE
 GA1202_STAMPING: F 425 1967
 GA1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA1202+STABILITY: POSITION/ELEVATION WELL
 GA1202
 GA1202  HISTORY     - Date     Condition        Report By
 GA1202  HISTORY     - 1967     MONUMENTED       CGS
 GA1202
 GA1202                          STATION DESCRIPTION
 GA1202
 GA1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1202'1.2 MI SW FROM EAST STONE GAP.
 GA1202'ABOUT 1.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1202'RAILROAD FROM THE ELEMENTARY SCHOOL AT EAST STONE GAP, 0.25 MILE
 GA1202'NORTHEAST OF MILEPOST 7, 90 YARDS SOUTHWEST OF THE SOUTHWEST END
 GA1202'OF A RAILROAD OVERPASS FOR A ROAD, 8 1/2 FEET SOUTHEAST OF THE
 GA1202'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE NORTHWEST
 GA1202'EDGE OF A ROCK LEDGE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST,
 GA1202'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1262 ***********************************************************************
 GA1262  DESIGNATION -  F 426
 GA1262  PID         -  GA1262
 GA1262  STATE/COUNTY-  VA/SCOTT
 GA1262  USGS QUAD   -  KINGSPORT (1991)
 GA1262
 GA1262                         *CURRENT SURVEY CONTROL
 GA1262  ___________________________________________________________________
 GA1262* NAD 83(1986)-  36 36 58.     (N)    082 34 40.     (W)     SCALED    
 GA1262* NAVD 88     -       394.014  (meters)    1292.69   (feet)  ADJUSTED  
 GA1262  ___________________________________________________________________
 GA1262  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 GA1262  DYNAMIC HT  -         393.662 (meters)    1291.54  (feet)  COMP
 GA1262  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 GA1262
 GA1262  VERT ORDER  -  FIRST     CLASS I
 GA1262
 GA1262.The horizontal coordinates were scaled from a topographic map and have
 GA1262.an estimated accuracy of +/- 6 seconds.
 GA1262
 GA1262.The orthometric height was determined by differential leveling
 GA1262.and adjusted by the National Geodetic Survey in June 1991..
 GA1262
 GA1262.The geoid height was determined by GEOID03.
 GA1262
 GA1262.The dynamic height is computed by dividing the NAVD 88
 GA1262.geopotential number by the normal gravity value computed on the
 GA1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1262.degrees latitude (g = 980.6199 gals.).
 GA1262
 GA1262.The modeled gravity was interpolated from observed gravity values.
 GA1262
 GA1262;                    North         East    Units  Estimated Accuracy
 GA1262;SPC VA S     - 1,039,260.    3,135,320.      MT  (+/- 180 meters Scaled)
 GA1262
 GA1262                          SUPERSEDED SURVEY CONTROL
 GA1262
 GA1262  NGVD 29 (??/??/92)  394.155  (m)         1293.16   (f) ADJ UNCH    1 1
 GA1262
 GA1262.Superseded values are not recommended for survey control.
 GA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA1262.See file dsdata.txt to determine how the superseded data were derived.
 GA1262
 GA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA589534(NAD 83)
 GA1262_MARKER: DB = BENCH MARK DISK
 GA1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA1262_STAMPING: F 426 1967
 GA1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA1262+STABILITY: SURFACE MOTION
 GA1262
 GA1262  HISTORY     - Date     Condition        Report By
 GA1262  HISTORY     - 1967     MONUMENTED       CGS
 GA1262
 GA1262                          STATION DESCRIPTION
 GA1262
 GA1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GA1262'1.6 MI SW FROM WEBER CITY.
 GA1262'ABOUT 1.55 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 GA1262'RAILROAD FROM THE POST OFFICE AT WEBER CITY, OR ABOUT 1.65 MILES
 GA1262'EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 GA1262'PROSPECT METHODIST CHURCH AT YUMA, ABOUT 0.1 MILE EAST OF A LARGE
 GA1262'BRICK HOUSE WHICH IS LOCATED ON THE SOUTH SIDE OF THE TRACKS, 0.1
 GA1262'MILE WEST OF MILEPOST 42, 68 1/2 FEET SOUTH OF THE SOUTH RAIL OF
 GA1262'THE MAIN TRACK, 24 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MOST
 GA1262'SOUTHERLY OF A NUMBER OF SIDETRACKS, 21 FEET SOUTH OF A SWITCH
 GA1262'STAND, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 GA1262'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 GA1262'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1545 ***********************************************************************
 GX1545  DESIGNATION -  F 429
 GX1545  PID         -  GX1545
 GX1545  STATE/COUNTY-  VA/WYTHE
 GX1545  USGS QUAD   -  BLAND (1977)
 GX1545
 GX1545                         *CURRENT SURVEY CONTROL
 GX1545  ___________________________________________________________________
 GX1545* NAD 83(1986)-  37 01 20.     (N)    081 04 29.     (W)     SCALED    
 GX1545* NAVD 88     -       746.299  (meters)    2448.48   (feet)  ADJUSTED  
 GX1545  ___________________________________________________________________
 GX1545  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 GX1545  DYNAMIC HT  -         745.610 (meters)    2446.22  (feet)  COMP
 GX1545  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 GX1545
 GX1545  VERT ORDER  -  SECOND    CLASS 0
 GX1545
 GX1545.The horizontal coordinates were scaled from a topographic map and have
 GX1545.an estimated accuracy of +/- 6 seconds.
 GX1545
 GX1545.The orthometric height was determined by differential leveling
 GX1545.and adjusted by the National Geodetic Survey in June 1991..
 GX1545
 GX1545.The geoid height was determined by GEOID03.
 GX1545
 GX1545.The dynamic height is computed by dividing the NAVD 88
 GX1545.geopotential number by the normal gravity value computed on the
 GX1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1545.degrees latitude (g = 980.6199 gals.).
 GX1545
 GX1545.The modeled gravity was interpolated from observed gravity values.
 GX1545
 GX1545;                    North         East    Units  Estimated Accuracy
 GX1545;SPC VA S     - 1,079,570.    3,270,920.      MT  (+/- 180 meters Scaled)
 GX1545
 GX1545                          SUPERSEDED SURVEY CONTROL
 GX1545
 GX1545  NGVD 29 (??/??/92)  746.376  (m)         2448.74   (f) ADJ UNCH    2 0
 GX1545
 GX1545.Superseded values are not recommended for survey control.
 GX1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1545.See file dsdata.txt to determine how the superseded data were derived.
 GX1545
 GX1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA933973(NAD 83)
 GX1545_MARKER: DB = BENCH MARK DISK
 GX1545_SETTING: 66 = SET IN ROCK OUTCROP
 GX1545_SP_SET: ROCK OUTCROP
 GX1545_STAMPING: F 429 1963
 GX1545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1545+STABILITY: POSITION/ELEVATION WELL
 GX1545
 GX1545  HISTORY     - Date     Condition        Report By
 GX1545  HISTORY     - 1963     MONUMENTED       CGS
 GX1545  HISTORY     - 1970     GOOD             NGS
 GX1545
 GX1545                          STATION DESCRIPTION
 GX1545
 GX1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GX1545'5.9 MI NW FROM WYTHEVILLE.
 GX1545'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAYS 11 AND 52 FROM THE POST
 GX1545'OFFICE IN WYTHEVILLE, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 GX1545'THENCE 0.45 MILE NORTH ALONG MONROE STREET TO THE JUNCTION OF STATE
 GX1545'ROADS 603 AND 610, THENCE 5.9 NORTHWEST ALONG STATE ROAD 603.  SET
 GX1545'IN A DRILL HOLE IN OUTCROPPING ROCK, 158 FEET SOUTHEAST OF THE
 GX1545'SOUTHEAST CORNER OF A 2-STORY WHITE FRAME HOUSE, 69 FEET SOUTHWEST
 GX1545'OF THE CENTER OF STATE ROAD 603, 46 FEET SOUTHWEST OF A NORTH
 GX1545'AND SOUTH FENCE LINE, 46.2 FEET WEST OF A STANDARD METAL WITNESS
 GX1545'SIGN AND ABOUT THE SAME LEVEL AS STATE ROAD 603.
 GX1545
 GX1545                          STATION RECOVERY (1970)
 GX1545
 GX1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GX1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1476 ***********************************************************************
 GX1476  DESIGNATION -  F 430 RESET 1973
 GX1476  PID         -  GX1476
 GX1476  STATE/COUNTY-  VA/BLAND
 GX1476  USGS QUAD   -  ROCKY GAP (1977)
 GX1476
 GX1476                         *CURRENT SURVEY CONTROL
 GX1476  ___________________________________________________________________
 GX1476* NAD 83(1986)-  37 13 28.     (N)    081 05 36.     (W)     SCALED    
 GX1476* NAVD 88     -       630.44   (+/-2cm)    2068.4    (feet)  VERTCON   
 GX1476  ___________________________________________________________________
 GX1476  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 GX1476
 GX1476  VERT ORDER  -  THIRD (See Below)
 GX1476
 GX1476.The horizontal coordinates were scaled from a topographic map and have
 GX1476.an estimated accuracy of +/- 6 seconds.
 GX1476
 GX1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX1476.The vertical order pertains to the NGVD 29 superseded value.
 GX1476
 GX1476.The geoid height was determined by GEOID03.
 GX1476
 GX1476;                    North         East    Units  Estimated Accuracy
 GX1476;SPC VA S     - 1,102,050.    3,269,880.      MT  (+/- 180 meters Scaled)
 GX1476
 GX1476                          SUPERSEDED SURVEY CONTROL
 GX1476
 GX1476  NGVD 29 (03/21/06)  630.51   (m)         2068.6    (f) RESET       3  
 GX1476
 GX1476.Superseded values are not recommended for survey control.
 GX1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1476.See file dsdata.txt to determine how the superseded data were derived.
 GX1476
 GX1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB917197(NAD 83)
 GX1476_MARKER: DD = SURVEY DISK
 GX1476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX1476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX1476_STAMPING: F 430 RESET 1973
 GX1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX1476
 GX1476  HISTORY     - Date     Condition        Report By
 GX1476  HISTORY     - 1973     MONUMENTED       VADH
 GX1476  HISTORY     - 1984     MARK NOT FOUND   NGS
 GX1476
 GX1476                          STATION DESCRIPTION
 GX1476
 GX1476'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973
 GX1476'1.6 MI SE FROM ROCKY GAP.
 GX1476'FROM THE POST OFFICE IN ROCKY GAP, PROCEED SOUTHEAST ON   S.
 GX1476'HIGHWAY NO. 21/52 ABOUT 1,000 FEET, TURN SOUTHWEST ONTO STATE
 GX1476'HIGHWAY NO. 61 ABOUT 2,000 FEET, THENCE SOUTHEAST ON U.S.
 GX1476'HIGHWAY NO. 21/52 ABOUT 1.4 MILES.  THE MARK IS SET IN THE WEST
 GX1476'CONCRETE HEADWALL OF A 36 IN PIPE UNDER HIGHWAY NO. 21/52,
 GX1476'ABOUT 18 FEET WEST OF THE CENTER OF THE ROAD AND ABOUT 2 FEET
 GX1476'LOWER THAN THE ROAD.  STAMPED F 430 RESET 1973.
 GX1476
 GX1476                          STATION RECOVERY (1984)
 GX1476
 GX1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1476'NOT RECOVERED, COULD NOT LOCATE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0654 ***********************************************************************
 FZ0654  DESIGNATION -  F 431
 FZ0654  PID         -  FZ0654
 FZ0654  STATE/COUNTY-  VA/GRAYSON
 FZ0654  USGS QUAD   -  CUMBERLAND KNOB (1977)
 FZ0654
 FZ0654                         *CURRENT SURVEY CONTROL
 FZ0654  ___________________________________________________________________
 FZ0654* NAD 83(1986)-  36 35 06.     (N)    080 53 19.     (W)     SCALED    
 FZ0654* NAVD 88     -       786.436  (meters)    2580.17   (feet)  ADJUSTED  
 FZ0654  ___________________________________________________________________
 FZ0654  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 FZ0654  DYNAMIC HT  -         785.663 (meters)    2577.63  (feet)  COMP
 FZ0654  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 FZ0654
 FZ0654  VERT ORDER  -  SECOND    CLASS 0
 FZ0654
 FZ0654.The horizontal coordinates were scaled from a topographic map and have
 FZ0654.an estimated accuracy of +/- 6 seconds.
 FZ0654
 FZ0654.The orthometric height was determined by differential leveling
 FZ0654.and adjusted by the National Geodetic Survey in June 1991..
 FZ0654
 FZ0654.The geoid height was determined by GEOID03.
 FZ0654
 FZ0654.The dynamic height is computed by dividing the NAVD 88
 FZ0654.geopotential number by the normal gravity value computed on the
 FZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0654.degrees latitude (g = 980.6199 gals.).
 FZ0654
 FZ0654.The modeled gravity was interpolated from observed gravity values.
 FZ0654
 FZ0654;                    North         East    Units  Estimated Accuracy
 FZ0654;SPC VA S     - 1,030,630.    3,286,250.      MT  (+/- 180 meters Scaled)
 FZ0654
 FZ0654                          SUPERSEDED SURVEY CONTROL
 FZ0654
 FZ0654  NGVD 29 (??/??/92)  786.567  (m)         2580.60   (f) ADJ UNCH    2 0
 FZ0654
 FZ0654.Superseded values are not recommended for survey control.
 FZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0654.See file dsdata.txt to determine how the superseded data were derived.
 FZ0654
 FZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA099488(NAD 83)
 FZ0654_MARKER: DB = BENCH MARK DISK
 FZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0654_STAMPING: F 431 1963
 FZ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0654+STABILITY: SURFACE MOTION
 FZ0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0654+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 FZ0654
 FZ0654  HISTORY     - Date     Condition        Report By
 FZ0654  HISTORY     - 1963     MONUMENTED       CGS
 FZ0654  HISTORY     - 1987     GOOD             USPSQD
 FZ0654  HISTORY     - 20031125 GOOD             INDIV
 FZ0654  HISTORY     - 20050509 GOOD             GEOCAC
 FZ0654
 FZ0654                          STATION DESCRIPTION
 FZ0654
 FZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FZ0654'8.6 MI SE FROM GALAX.
 FZ0654'6.95 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE IN
 FZ0654'GALAX, THEN TURN EAST ALONG BLUE RIDGE PARKWAY FOR 0.55 MILE,
 FZ0654'THEN TURN NORTH ALONG SECONDARY STATE ROAD 799 FOR 0.65 MILE,
 FZ0654'THEN TURN NORTHEAST ALONG SECONDARY STATE ROAD 613 FOR 0.4 MILE.
 FZ0654'THE MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FZ0654'ABOVE THE GROUND, 124 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FZ0654'SNOW HILL BAPTIST CHURCH, 15 FEET SOUTH OF THE CENTER OF SECONDARY
 FZ0654'STATE ROAD 613, 2.3 FEET SOUTH OF A WIRE FENCE LINE, 2 FEET EAST
 FZ0654'OF POWER LINE POLE NO. 421, 2 FEET SOUTHWEST OF A STANDARD METAL
 FZ0654'WITNESS SIGN AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 FZ0654
 FZ0654                          STATION RECOVERY (1987)
 FZ0654
 FZ0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (WKB)
 FZ0654'RECOVERED IN GOOD CONDITION.
 FZ0654
 FZ0654                          STATION RECOVERY (2003)
 FZ0654
 FZ0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ0654'RECOVERED IN GOOD CONDITION.
 FZ0654
 FZ0654                          STATION RECOVERY (2005)
 FZ0654
 FZ0654'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ0654'RECOVERED IN GOOD CONDITION. NOTED CHANGES--
 FZ0654' 
 FZ0654'ADD- CONCRETE SETTING PROJECTS 2 INCHES INSIDE THE FENCELINE AND IS
 FZ0654'ADJACENT TO A PP WITH TRANSFORMER NUMBERED AEP 1047-145.
 FZ0654' 
 FZ0654'DELETE- METAL WITNESS SIGN.
 FZ0654' 
 FZ0654'HH GPS COORDS. (NAD 83)  36 35 06.7 (N) -- 080 53 19.3 (W). ERROR
 FZ0654'(+/-) 8.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1576 ***********************************************************************
 GX1576  DESIGNATION -  F 432
 GX1576  PID         -  GX1576
 GX1576  STATE/COUNTY-  VA/TAZEWELL
 GX1576  USGS QUAD   -  TIPTOP (1976)
 GX1576
 GX1576                         *CURRENT SURVEY CONTROL
 GX1576  ___________________________________________________________________
 GX1576* NAD 83(1986)-  37 10 44.     (N)    081 26 06.     (W)     SCALED    
 GX1576* NAVD 88     -       862.895  (meters)    2831.01   (feet)  ADJUSTED  
 GX1576  ___________________________________________________________________
 GX1576  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GX1576  DYNAMIC HT  -         862.108 (meters)    2828.43  (feet)  COMP
 GX1576  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 GX1576
 GX1576  VERT ORDER  -  SECOND    CLASS 0
 GX1576
 GX1576.The horizontal coordinates were scaled from a topographic map and have
 GX1576.an estimated accuracy of +/- 6 seconds.
 GX1576
 GX1576.The orthometric height was determined by differential leveling
 GX1576.and adjusted by the National Geodetic Survey in June 1991..
 GX1576
 GX1576.The geoid height was determined by GEOID03.
 GX1576
 GX1576.The dynamic height is computed by dividing the NAVD 88
 GX1576.geopotential number by the normal gravity value computed on the
 GX1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1576.degrees latitude (g = 980.6199 gals.).
 GX1576
 GX1576.The modeled gravity was interpolated from observed gravity values.
 GX1576
 GX1576;                    North         East    Units  Estimated Accuracy
 GX1576;SPC VA S     - 1,097,890.    3,239,420.      MT  (+/- 180 meters Scaled)
 GX1576
 GX1576                          SUPERSEDED SURVEY CONTROL
 GX1576
 GX1576  NGVD 29 (??/??/92)  862.990  (m)         2831.33   (f) ADJ UNCH    2 0
 GX1576
 GX1576.Superseded values are not recommended for survey control.
 GX1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1576.See file dsdata.txt to determine how the superseded data were derived.
 GX1576
 GX1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB613148(NAD 83)
 GX1576_MARKER: DB = BENCH MARK DISK
 GX1576_SETTING: 66 = SET IN ROCK OUTCROP
 GX1576_SP_SET: SET IN ROCK OUTCROP
 GX1576_STAMPING: F 432 1963
 GX1576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX1576+STABILITY: POSITION/ELEVATION WELL
 GX1576
 GX1576  HISTORY     - Date     Condition        Report By
 GX1576  HISTORY     - 1963     MONUMENTED       CGS
 GX1576  HISTORY     - 1966     GOOD             NGS
 GX1576  HISTORY     - 1966     GOOD             NGS
 GX1576
 GX1576                          STATION DESCRIPTION
 GX1576
 GX1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GX1576'7.1 MI NE FROM TAZEWELL.
 GX1576'7.1 MILES NORTHEAST ALONG U.S. HIGHWAY 19-460 FROM THE TAZEWELL
 GX1576'POST OFFICE, 11.0 MILES SOUTHWEST OF THE BLUEFIELD POST OFFICE,
 GX1576'SET IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 3 INCHES, 70 FEET
 GX1576'NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE, 30.4
 GX1576'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 11.3 FEET NORTH OF
 GX1576'A WIRE FENCE CORNER, 9.5 FEET NORTHWEST OF POWER POLE NO. 371,
 GX1576'AND 4.6 FEET EAST OF A METAL WITNESS POST.
 GX1576
 GX1576                          STATION RECOVERY (1966)
 GX1576
 GX1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GX1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0798 ***********************************************************************
 GY0798  DESIGNATION -  F 433
 GY0798  PID         -  GY0798
 GY0798  STATE/COUNTY-  VA/BUCHANAN
 GY0798  USGS QUAD   -  VANSANT (1977)
 GY0798
 GY0798                         *CURRENT SURVEY CONTROL
 GY0798  ___________________________________________________________________
 GY0798* NAD 83(1986)-  37 13 23.     (N)    082 01 05.     (W)     SCALED    
 GY0798* NAVD 88     -       396.637  (meters)    1301.30   (feet)  ADJUSTED  
 GY0798  ___________________________________________________________________
 GY0798  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 GY0798  DYNAMIC HT  -         396.307 (meters)    1300.22  (feet)  COMP
 GY0798  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 GY0798
 GY0798  VERT ORDER  -  SECOND    CLASS 0
 GY0798
 GY0798.The horizontal coordinates were scaled from a topographic map and have
 GY0798.an estimated accuracy of +/- 6 seconds.
 GY0798
 GY0798.The orthometric height was determined by differential leveling
 GY0798.and adjusted by the National Geodetic Survey in June 1991..
 GY0798
 GY0798.The geoid height was determined by GEOID03.
 GY0798
 GY0798.The dynamic height is computed by dividing the NAVD 88
 GY0798.geopotential number by the normal gravity value computed on the
 GY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0798.degrees latitude (g = 980.6199 gals.).
 GY0798
 GY0798.The modeled gravity was interpolated from observed gravity values.
 GY0798
 GY0798;                    North         East    Units  Estimated Accuracy
 GY0798;SPC VA S     - 1,104,550.    3,187,860.      MT  (+/- 180 meters Scaled)
 GY0798
 GY0798                          SUPERSEDED SURVEY CONTROL
 GY0798
 GY0798  NGVD 29 (??/??/92)  396.818  (m)         1301.89   (f) ADJ UNCH    2 0
 GY0798
 GY0798.Superseded values are not recommended for survey control.
 GY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0798.See file dsdata.txt to determine how the superseded data were derived.
 GY0798
 GY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB096201(NAD 83)
 GY0798_MARKER: DB = BENCH MARK DISK
 GY0798_SETTING: 66 = SET IN ROCK OUTCROP
 GY0798_SP_SET: ROCK CUT
 GY0798_STAMPING: F 433 1963
 GY0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GY0798+STABILITY: POSITION/ELEVATION WELL
 GY0798
 GY0798  HISTORY     - Date     Condition        Report By
 GY0798  HISTORY     - 1963     MONUMENTED       CGS
 GY0798
 GY0798                          STATION DESCRIPTION
 GY0798
 GY0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GY0798'1.4 MI NW FROM OAKWOOD.
 GY0798'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GY0798'TO THE MARK SET VERTICALLY IN A LARGE ROCK CUT, 240.0 FEET WEST
 GY0798'OF EAST END OF CUT, 17.5 FEET NORTH OF CENTERLINE OF HIGHWAY
 GY0798'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0356 ***********************************************************************
 GA0356  DESIGNATION -  F 434
 GA0356  PID         -  GA0356
 GA0356  STATE/COUNTY-  VA/RUSSELL
 GA0356  USGS QUAD   -  LEBANON (1991)
 GA0356
 GA0356                         *CURRENT SURVEY CONTROL
 GA0356  ___________________________________________________________________
 GA0356* NAD 83(1986)-  36 53 48.     (N)    082 05 38.     (W)     SCALED    
 GA0356* NAVD 88     -       619.225  (meters)    2031.57   (feet)  ADJUSTED  
 GA0356  ___________________________________________________________________
 GA0356  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA0356  DYNAMIC HT  -         618.669 (meters)    2029.75  (feet)  COMP
 GA0356  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 GA0356
 GA0356  VERT ORDER  -  SECOND    CLASS 0
 GA0356
 GA0356.The horizontal coordinates were scaled from a topographic map and have
 GA0356.an estimated accuracy of +/- 6 seconds.
 GA0356
 GA0356.The orthometric height was determined by differential leveling
 GA0356.and adjusted by the National Geodetic Survey in June 1991..
 GA0356
 GA0356.The geoid height was determined by GEOID03.
 GA0356
 GA0356.The dynamic height is computed by dividing the NAVD 88
 GA0356.geopotential number by the normal gravity value computed on the
 GA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0356.degrees latitude (g = 980.6199 gals.).
 GA0356
 GA0356.The modeled gravity was interpolated from observed gravity values.
 GA0356
 GA0356;                    North         East    Units  Estimated Accuracy
 GA0356;SPC VA S     - 1,068,610.    3,179,750.      MT  (+/- 180 meters Scaled)
 GA0356
 GA0356                          SUPERSEDED SURVEY CONTROL
 GA0356
 GA0356  NGVD 29 (??/??/92)  619.347  (m)         2031.97   (f) ADJ UNCH    2 0
 GA0356
 GA0356.Superseded values are not recommended for survey control.
 GA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0356.See file dsdata.txt to determine how the superseded data were derived.
 GA0356
 GA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA025839(NAD 83)
 GA0356_MARKER: DB = BENCH MARK DISK
 GA0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0356_SP_SET: BRIDGE
 GA0356_STAMPING: F 434 1963
 GA0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0356
 GA0356  HISTORY     - Date     Condition        Report By
 GA0356  HISTORY     - 1963     MONUMENTED       CGS
 GA0356
 GA0356                          STATION DESCRIPTION
 GA0356
 GA0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA0356'0.9 MI SW FROM LEBANON.
 GA0356'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE COURT HOUSE AT
 GA0356'LEBANON TO THE MARK SET IN THE SOUTHEAST WINGWALL OF BRIDGE OVER
 GA0356'LITTLE CEDAR CREEK, 17.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GA0356'HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA1445 ***********************************************************************
 GA1445  DESIGNATION -  F 435
 GA1445  PID         -  GA1445
 GA1445  STATE/COUNTY-  VA/LEE
 GA1445  USGS QUAD   -  BIG STONE GAP (1991)
 GA1445
 GA1445                         *CURRENT SURVEY CONTROL
 GA1445  ___________________________________________________________________
 GA1445* NAD 83(1986)-  36 48 07.     (N)    082 50 52.     (W)     SCALED    
 GA1445* NAVD 88     -       448.891  (meters)    1472.74   (feet)  ADJUSTED  
 GA1445  ___________________________________________________________________
 GA1445  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 GA1445  DYNAMIC HT  -         448.498 (meters)    1471.45  (feet)  COMP
 GA1445  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 GA1445
 GA1445  VERT ORDER  -  SECOND    CLASS 0
 GA1445
 GA1445.The horizontal coordinates were scaled from a topographic map and have
 GA1445.an estimated accuracy of +/- 6 seconds.
 GA1445
 GA1445.The orthometric height was determined by differential leveling
 GA1445.and adjusted by the National Geodetic Survey in June 1991..
 GA1445
 GA1445.The geoid height was determined by GEOID03.
 GA1445
 GA1445.The dynamic height is computed by dividing the NAVD 88
 GA1445.geopotential number by the normal gravity value computed on the
 GA1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA1445.degrees latitude (g = 980.6199 gals.).
 GA1445
 GA1445.The modeled gravity was interpolated from observed gravity values.
 GA1445
 GA1445;                    North         East    Units  Estimated Accuracy
 GA1445;SPC VA S     - 1,060,940.    3,112,140.      MT  (+/- 180 meters Scaled)
 GA1445
 GA1445                          SUPERSEDED SURVEY CONTROL
 GA1445
 GA1445.No superseded survey control is available for this station.
 GA1445
 GA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA351744(NAD 83)
 GA1445_MARKER: DB = BENCH MARK DISK
 GA1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GA1445_SP_SET: CULVERT
 GA1445_STAMPING: F 435 1963
 GA1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA1445
 GA1445  HISTORY     - Date     Condition        Report By
 GA1445  HISTORY     - 1963     MONUMENTED       CGS
 GA1445
 GA1445                          STATION DESCRIPTION
 GA1445
 GA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GA1445'6.5 MI E FROM DRYDEN.
 GA1445'ABOUT 6.5 MILES EAST ALONG U.S. ALTERNATE 58 FROM THE POST OFFICE
 GA1445'AT DRYDEN, AND ABOUT 6.7 MILES WEST OF BIG STONE GAP TO THE MARK
 GA1445'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A CULVERT OVER MUD
 GA1445'CREEK, 50.8 FEET WEST OF APPROXIMATE CENTER OF COUNTY RD. 728,
 GA1445'23.5 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY AND IS ABOUT 2.0
 GA1445'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1454 ***********************************************************************
 FY1454  DESIGNATION -  F 436 RESET 1967
 FY1454  PID         -  FY1454
 FY1454  STATE/COUNTY-  VA/FRANKLIN
 FY1454  USGS QUAD   -  ROCKY MOUNT (1985)
 FY1454
 FY1454                         *CURRENT SURVEY CONTROL
 FY1454  ___________________________________________________________________
 FY1454* NAD 83(1986)-  36 57 09.     (N)    079 52 52.     (W)     SCALED    
 FY1454* NAVD 88     -       374.82   (+/-2cm)    1229.7    (feet)  VERTCON   
 FY1454  ___________________________________________________________________
 FY1454  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FY1454
 FY1454  VERT ORDER  -  THIRD (See Below)
 FY1454
 FY1454.The horizontal coordinates were scaled from a topographic map and have
 FY1454.an estimated accuracy of +/- 6 seconds.
 FY1454
 FY1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY1454.The vertical order pertains to the NGVD 29 superseded value.
 FY1454
 FY1454.The geoid height was determined by GEOID03.
 FY1454
 FY1454;                    North         East    Units  Estimated Accuracy
 FY1454;SPC VA S     - 1,069,610.    3,377,000.      MT  (+/- 180 meters Scaled)
 FY1454
 FY1454                          SUPERSEDED SURVEY CONTROL
 FY1454
 FY1454  NGVD 29 (03/21/06)  375.00   (m)         1230.3    (f) RESET       3  
 FY1454
 FY1454.Superseded values are not recommended for survey control.
 FY1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1454.See file dsdata.txt to determine how the superseded data were derived.
 FY1454
 FY1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA996901(NAD 83)
 FY1454_MARKER: DB = BENCH MARK DISK
 FY1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1454_STAMPING: F 436 RESET 1967
 FY1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1454+STABILITY: SURFACE MOTION
 FY1454
 FY1454  HISTORY     - Date     Condition        Report By
 FY1454  HISTORY     - 1967     MONUMENTED       CGS
 FY1454
 FY1454                          STATION DESCRIPTION
 FY1454
 FY1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1454'3.4 MI S FROM ROCKY MOUNT.
 FY1454'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE COURTHOUSE
 FY1454'IN ROCKY MOUNT, 60 FEET SOUTHEAST OF THE NBL CENTER LINE OF
 FY1454'HIGHWAY, 24 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY SOUTHEAST,
 FY1454'1 FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 FY1454'CONCRETE POST PROJECTING 1 INCH AND LOCATED BESIDE A POWER
 FY1454'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1508 ***********************************************************************
 FY1508  DESIGNATION -  F 437
 FY1508  PID         -  FY1508
 FY1508  STATE/COUNTY-  VA/PITTSYLVANIA
 FY1508  USGS QUAD   -  AXTON (1983)
 FY1508
 FY1508                         *CURRENT SURVEY CONTROL
 FY1508  ___________________________________________________________________
 FY1508* NAD 83(1986)-  36 38 19.     (N)    079 40 06.     (W)     SCALED    
 FY1508* NAVD 88     -       296.850  (meters)     973.92   (feet)  ADJUSTED  
 FY1508  ___________________________________________________________________
 FY1508  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 FY1508  DYNAMIC HT  -         296.595 (meters)     973.08  (feet)  COMP
 FY1508  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 FY1508
 FY1508  VERT ORDER  -  SECOND    CLASS 0
 FY1508
 FY1508.The horizontal coordinates were scaled from a topographic map and have
 FY1508.an estimated accuracy of +/- 6 seconds.
 FY1508
 FY1508.The orthometric height was determined by differential leveling
 FY1508.and adjusted by the National Geodetic Survey in June 1991..
 FY1508
 FY1508.The geoid height was determined by GEOID03.
 FY1508
 FY1508.The dynamic height is computed by dividing the NAVD 88
 FY1508.geopotential number by the normal gravity value computed on the
 FY1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1508.degrees latitude (g = 980.6199 gals.).
 FY1508
 FY1508.The modeled gravity was interpolated from observed gravity values.
 FY1508
 FY1508;                    North         East    Units  Estimated Accuracy
 FY1508;SPC VA S     - 1,034,530.    3,395,520.      MT  (+/- 180 meters Scaled)
 FY1508
 FY1508                          SUPERSEDED SURVEY CONTROL
 FY1508
 FY1508  NGVD 29 (??/??/92)  297.066  (m)          974.62   (f) ADJ UNCH    2 0
 FY1508
 FY1508.Superseded values are not recommended for survey control.
 FY1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1508.See file dsdata.txt to determine how the superseded data were derived.
 FY1508
 FY1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA190556(NAD 83)
 FY1508_MARKER: DB = BENCH MARK DISK
 FY1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1508_SP_SET: CATCH BASIN
 FY1508_STAMPING: F 437 1964
 FY1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1508
 FY1508  HISTORY     - Date     Condition        Report By
 FY1508  HISTORY     - 1964     MONUMENTED       CGS
 FY1508
 FY1508                          STATION DESCRIPTION
 FY1508
 FY1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY1508'2.9 MI E FROM AXTON.
 FY1508'2.9 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE AXTON HIGH SCHOOL
 FY1508'TO THE MARK SET IN THE NORTHEAST CORNER OF A CATCH BASIN IN THE
 FY1508'MEDIAN OF HIGHWAY, 100 FEET SOUTHEAST OF JUNCTION OF U.S. HIGHWAY
 FY1508'58 AND COUNTY ROAD 855, 45.5 FEET SOUTHWEST OF CENTER LINE OF
 FY1508'WEST BOUND LANE, 33.5 FEET NORTHEAST OF CENTER LINE OF EAST BOUND
 FY1508'LANE, AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0835 ***********************************************************************
 FY0835  DESIGNATION -  F 438
 FY0835  PID         -  FY0835
 FY0835  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0835  USGS QUAD   -  PITTSVILLE (1978)
 FY0835
 FY0835                         *CURRENT SURVEY CONTROL
 FY0835  ___________________________________________________________________
 FY0835* NAD 83(1986)-  36 52 41.     (N)    079 24 32.     (W)     SCALED    
 FY0835* NAVD 88     -       262.071  (meters)     859.81   (feet)  ADJUSTED  
 FY0835  ___________________________________________________________________
 FY0835  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FY0835  DYNAMIC HT  -         261.860 (meters)     859.12  (feet)  COMP
 FY0835  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 FY0835
 FY0835  VERT ORDER  -  FIRST     CLASS II
 FY0835
 FY0835.The horizontal coordinates were scaled from a topographic map and have
 FY0835.an estimated accuracy of +/- 6 seconds.
 FY0835
 FY0835.The orthometric height was determined by differential leveling
 FY0835.and adjusted by the National Geodetic Survey in June 1991..
 FY0835
 FY0835.The geoid height was determined by GEOID03.
 FY0835
 FY0835.The dynamic height is computed by dividing the NAVD 88
 FY0835.geopotential number by the normal gravity value computed on the
 FY0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0835.degrees latitude (g = 980.6199 gals.).
 FY0835
 FY0835.The modeled gravity was interpolated from observed gravity values.
 FY0835
 FY0835;                    North         East    Units  Estimated Accuracy
 FY0835;SPC VA S     - 1,060,840.    3,418,970.      MT  (+/- 180 meters Scaled)
 FY0835
 FY0835                          SUPERSEDED SURVEY CONTROL
 FY0835
 FY0835  NGVD 29 (03/05/92)  262.320  (m)          860.63   (f) ADJUSTED    1 2
 FY0835
 FY0835.Superseded values are not recommended for survey control.
 FY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0835.See file dsdata.txt to determine how the superseded data were derived.
 FY0835
 FY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA418825(NAD 83)
 FY0835_MARKER: DB = BENCH MARK DISK
 FY0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0835_SP_SET: CULVERT
 FY0835_STAMPING: F 438 1964
 FY0835_MARK LOGO: CGS   
 FY0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0835
 FY0835  HISTORY     - Date     Condition        Report By
 FY0835  HISTORY     - 1964     MONUMENTED       CGS
 FY0835  HISTORY     - 1983     GOOD             NGS
 FY0835
 FY0835                          STATION DESCRIPTION
 FY0835
 FY0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FY0835'5.6 MI S FROM GRETNA.
 FY0835'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 FY0835'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 40 IN GRETNA TO THE MARK
 FY0835'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CULVERT
 FY0835'UNDER SOUTH BOUND LANES, 67 FEET NORTHEAST OF A TELEPHONE POLE,
 FY0835'19 FEET WEST OF CENTERLINE OF THE SOUTH BOUND LANES, AND IS ABOUT
 FY0835'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 FY0835
 FY0835                          STATION RECOVERY (1983)
 FY0835
 FY0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1463 ***********************************************************************
 GW1463  DESIGNATION -  F 439
 GW1463  PID         -  GW1463
 GW1463  STATE/COUNTY-  VA/BEDFORD
 GW1463  USGS QUAD   -  IRVING (1985)
 GW1463
 GW1463                         *CURRENT SURVEY CONTROL
 GW1463  ___________________________________________________________________
 GW1463* NAD 83(1986)-  37 21 13.     (N)    079 38 55.     (W)     SCALED    
 GW1463* NAVD 88     -       290.678  (meters)     953.67   (feet)  POSTED    
 GW1463  ___________________________________________________________________
 GW1463  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW1463  DYNAMIC HT  -         290.440 (meters)     952.89  (feet)  COMP
 GW1463  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 GW1463
 GW1463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GW1463
 GW1463.The horizontal coordinates were scaled from a topographic map and have
 GW1463.an estimated accuracy of +/- 6 seconds.
 GW1463
 GW1463.The orthometric height was determined by differential leveling
 GW1463.and adjusted by the National Geodetic Survey in 1992..
 GW1463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GW1463.rate of 0.0 thru 1.0 mm/km.
 GW1463
 GW1463.The geoid height was determined by GEOID03.
 GW1463
 GW1463.The dynamic height is computed by dividing the NAVD 88
 GW1463.geopotential number by the normal gravity value computed on the
 GW1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1463.degrees latitude (g = 980.6199 gals.).
 GW1463
 GW1463.The modeled gravity was interpolated from observed gravity values.
 GW1463
 GW1463;                    North         East    Units  Estimated Accuracy
 GW1463;SPC VA S     - 1,113,840.    3,398,240.      MT  (+/- 180 meters Scaled)
 GW1463
 GW1463                          SUPERSEDED SURVEY CONTROL
 GW1463
 GW1463  NGVD 29 (??/??/92)  290.889  (m)          954.36   (f) ADJ UNCH    2 0
 GW1463
 GW1463.Superseded values are not recommended for survey control.
 GW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1463.See file dsdata.txt to determine how the superseded data were derived.
 GW1463
 GW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB196349(NAD 83)
 GW1463_MARKER: DB = BENCH MARK DISK
 GW1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1463_STAMPING: F 439
 GW1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1463+STABILITY: SURFACE MOTION
 GW1463
 GW1463  HISTORY     - Date     Condition        Report By
 GW1463  HISTORY     - UNK      MONUMENTED       CGS
 GW1463  HISTORY     - 1964     GOOD             NGS
 GW1463
 GW1463                          STATION DESCRIPTION
 GW1463
 GW1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW1463'5.2 MI E FROM MONTVALE.
 GW1463'ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE MONTVALE
 GW1463'SCHOOL TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 GW1463'2 INCHES, 45 FEET NORTHEAST OF NORTHEAST RAIL OF THE N AND W
 GW1463'RY., 105 FEET NORTHEAST OF CENTERLINE OF WEST BOUND LANES OF
 GW1463'HIGHWAY, 91 FEET NORTHWEST OF A ROAD CROSSING, 1.9 FEET NORTH
 GW1463'OF A TELEPHONE POLE, 3.4 FEET SOUTH OF A METAL WITNESS SIGN
 GW1463'AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW0286 ***********************************************************************
 JW0286  DESIGNATION -  F 44
 JW0286  PID         -  JW0286
 JW0286  STATE/COUNTY-  VA/FREDERICK
 JW0286  USGS QUAD   -  GORE (1987)
 JW0286
 JW0286                         *CURRENT SURVEY CONTROL
 JW0286  ___________________________________________________________________
 JW0286* NAD 83(1986)-  39 17 07.     (N)    078 17 18.     (W)     SCALED    
 JW0286* NAVD 88     -       194.787  (meters)     639.06   (feet)  ADJUSTED  
 JW0286  ___________________________________________________________________
 JW0286  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JW0286  DYNAMIC HT  -         194.665 (meters)     638.66  (feet)  COMP
 JW0286  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JW0286
 JW0286  VERT ORDER  -  SECOND    CLASS 0
 JW0286
 JW0286.The horizontal coordinates were scaled from a topographic map and have
 JW0286.an estimated accuracy of +/- 6 seconds.
 JW0286
 JW0286.The orthometric height was determined by differential leveling
 JW0286.and adjusted by the National Geodetic Survey in June 1991..
 JW0286
 JW0286.The geoid height was determined by GEOID03.
 JW0286
 JW0286.The dynamic height is computed by dividing the NAVD 88
 JW0286.geopotential number by the normal gravity value computed on the
 JW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0286.degrees latitude (g = 980.6199 gals.).
 JW0286
 JW0286.The modeled gravity was interpolated from observed gravity values.
 JW0286
 JW0286;                    North         East    Units  Estimated Accuracy
 JW0286;SPC VA N     - 2,179,690.    3,518,260.      MT  (+/- 180 meters Scaled)
 JW0286
 JW0286                          SUPERSEDED SURVEY CONTROL
 JW0286
 JW0286  NGVD 29 (??/??/92)  194.946  (m)          639.59   (f) ADJ UNCH    2 0
 JW0286
 JW0286.Superseded values are not recommended for survey control.
 JW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0286.See file dsdata.txt to determine how the superseded data were derived.
 JW0286
 JW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD338519(NAD 83)
 JW0286_MARKER: DB = BENCH MARK DISK
 JW0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0286_STAMPING: F 44 1934
 JW0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0286+STABILITY: SURFACE MOTION
 JW0286
 JW0286  HISTORY     - Date     Condition        Report By
 JW0286  HISTORY     - 1934     MONUMENTED       CGS
 JW0286  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 JW0286
 JW0286                          STATION DESCRIPTION
 JW0286
 JW0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JW0286'1.9 MI W FROM GAINESBORO.
 JW0286'1.9 MILES WEST ALONG THE WINCHESTER AND WESTERN RAILROAD FROM
 JW0286'THE STATION AT GAINESBORO, FREDERICK COUNTY, ABOUT 20 YARDS WEST
 JW0286'OF THE CENTER LINE OF A DIRT-ROAD CROSSING, ABOUT 5 YARDS NORTH OF
 JW0286'THE CENTER LINE OF THE TRACK, AND ABOUT 7 YARDS WEST OF A LARGE
 JW0286'HICKORY TREE.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE
 JW0286'TOP OF A CONCRETE POST.
 JW0286
 JW0286                          STATION RECOVERY (1998)
 JW0286
 JW0286'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0619 ***********************************************************************
 GX0619  DESIGNATION -  F 440
 GX0619  PID         -  GX0619
 GX0619  STATE/COUNTY-  VA/GILES
 GX0619  USGS QUAD   -  NARROWS (1985)
 GX0619
 GX0619                         *CURRENT SURVEY CONTROL
 GX0619  ___________________________________________________________________
 GX0619* NAD 83(1986)-  37 20 08.     (N)    080 48 24.     (W)     SCALED    
 GX0619* NAVD 88     -       474.039  (meters)    1555.24   (feet)  ADJUSTED  
 GX0619  ___________________________________________________________________
 GX0619  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 GX0619  DYNAMIC HT  -         473.633 (meters)    1553.91  (feet)  COMP
 GX0619  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 GX0619
 GX0619  VERT ORDER  -  SECOND    CLASS 0
 GX0619
 GX0619.The horizontal coordinates were scaled from a topographic map and have
 GX0619.an estimated accuracy of +/- 6 seconds.
 GX0619
 GX0619.The orthometric height was determined by differential leveling
 GX0619.and adjusted by the National Geodetic Survey in June 1991..
 GX0619
 GX0619.The geoid height was determined by GEOID03.
 GX0619
 GX0619.The dynamic height is computed by dividing the NAVD 88
 GX0619.geopotential number by the normal gravity value computed on the
 GX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0619.degrees latitude (g = 980.6199 gals.).
 GX0619
 GX0619.The modeled gravity was interpolated from observed gravity values.
 GX0619
 GX0619;                    North         East    Units  Estimated Accuracy
 GX0619;SPC VA S     - 1,113,720.    3,295,620.      MT  (+/- 180 meters Scaled)
 GX0619
 GX0619                          SUPERSEDED SURVEY CONTROL
 GX0619
 GX0619  NGVD 29 (??/??/92)  474.18   (m)         1555.7    (f) COMPUTED    2 0
 GX0619
 GX0619.Superseded values are not recommended for survey control.
 GX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0619.See file dsdata.txt to determine how the superseded data were derived.
 GX0619
 GX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB171321(NAD 83)
 GX0619_MARKER: DB = BENCH MARK DISK
 GX0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GX0619_SP_SET: BRIDGE
 GX0619_STAMPING: F 440 1964
 GX0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GX0619
 GX0619  HISTORY     - Date     Condition        Report By
 GX0619  HISTORY     - 1964     MONUMENTED       CGS
 GX0619  HISTORY     - 1965     GOOD             NGS
 GX0619
 GX0619                          STATION DESCRIPTION
 GX0619
 GX0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GX0619'AT NARROWS.
 GX0619'AT NARROWS, SET IN THE TOP OF FOUNDATION OF SECOND PIER WEST
 GX0619'FROM EAST END OF BRIDGE OVER NEW RIVER, 25.7 FEET NORTHEAST
 GX0619'OF CENTERLINE OF U.S. HIGHWAY 460, 13.0 FEET NORTH OF A POWER
 GX0619'LINE POLE, 5.0 FEET SOUTHEAST OF NORTHWEST END OF FOUNDATION
 GX0619'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 GX0619
 GX0619                          STATION RECOVERY (1965)
 GX0619
 GX0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GX0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1768 ***********************************************************************
 GW1768  DESIGNATION -  F 441
 GW1768  PID         -  GW1768
 GW1768  STATE/COUNTY-  VA/BOTETOURT
 GW1768  USGS QUAD   -  EAGLE ROCK (1985)
 GW1768
 GW1768                         *CURRENT SURVEY CONTROL
 GW1768  ___________________________________________________________________
 GW1768* NAD 83(1986)-  37 44 43.     (N)    079 47 33.     (W)     SCALED    
 GW1768* NAVD 88     -       325.869  (meters)    1069.12   (feet)  ADJUSTED  
 GW1768  ___________________________________________________________________
 GW1768  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 GW1768  DYNAMIC HT  -         325.612 (meters)    1068.28  (feet)  COMP
 GW1768  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 GW1768
 GW1768  VERT ORDER  -  FIRST     CLASS II
 GW1768
 GW1768.The horizontal coordinates were scaled from a topographic map and have
 GW1768.an estimated accuracy of +/- 6 seconds.
 GW1768
 GW1768.The orthometric height was determined by differential leveling
 GW1768.and adjusted by the National Geodetic Survey in June 1991..
 GW1768
 GW1768.The geoid height was determined by GEOID03.
 GW1768
 GW1768.The dynamic height is computed by dividing the NAVD 88
 GW1768.geopotential number by the normal gravity value computed on the
 GW1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1768.degrees latitude (g = 980.6199 gals.).
 GW1768
 GW1768.The modeled gravity was interpolated from observed gravity values.
 GW1768
 GW1768;                    North         East    Units  Estimated Accuracy
 GW1768;SPC VA S     - 1,157,470.    3,386,090.      MT  (+/- 180 meters Scaled)
 GW1768
 GW1768                          SUPERSEDED SURVEY CONTROL
 GW1768
 GW1768  NGVD 29 (??/??/92)  326.081  (m)         1069.82   (f) ADJ UNCH    1 2
 GW1768
 GW1768.Superseded values are not recommended for survey control.
 GW1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1768.See file dsdata.txt to determine how the superseded data were derived.
 GW1768
 GW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB063782(NAD 83)
 GW1768_MARKER: DB = BENCH MARK DISK
 GW1768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GW1768_STAMPING: F 441 1964
 GW1768_MARK LOGO: CGS   
 GW1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1768+STABILITY: SURFACE MOTION
 GW1768
 GW1768  HISTORY     - Date     Condition        Report By
 GW1768  HISTORY     - 1964     MONUMENTED       CGS
 GW1768  HISTORY     - 1984     GOOD             NGS
 GW1768
 GW1768                          STATION DESCRIPTION
 GW1768
 GW1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1768'3.8 MI S FROM IRON GATE.
 GW1768'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE SCHOOL
 GW1768'IN IRON GATE TO THE MARK SET IN THE TOP SOUTHEAST WINGWALL OF
 GW1768'A BRIDGE OVER A SMALL CREEK, 14.5 FEET EAST OF CENTERLINE OF
 GW1768'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW1768
 GW1768                          STATION RECOVERY (1984)
 GW1768
 GW1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0402 ***********************************************************************
 GW0402  DESIGNATION -  F 442
 GW0402  PID         -  GW0402
 GW0402  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0402  USGS QUAD   -  FARMVILLE (1981)
 GW0402
 GW0402                         *CURRENT SURVEY CONTROL
 GW0402  ___________________________________________________________________
 GW0402* NAD 83(1986)-  37 18 58.     (N)    078 27 20.     (W)     SCALED    
 GW0402* NAVD 88     -       133.869  (meters)     439.20   (feet)  ADJUSTED  
 GW0402  ___________________________________________________________________
 GW0402  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 GW0402  DYNAMIC HT  -         133.774 (meters)     438.89  (feet)  COMP
 GW0402  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 GW0402
 GW0402  VERT ORDER  -  SECOND    CLASS 0
 GW0402
 GW0402.The horizontal coordinates were scaled from a topographic map and have
 GW0402.an estimated accuracy of +/- 6 seconds.
 GW0402
 GW0402.The orthometric height was determined by differential leveling
 GW0402.and adjusted by the National Geodetic Survey in June 1991..
 GW0402
 GW0402.The geoid height was determined by GEOID03.
 GW0402
 GW0402.The dynamic height is computed by dividing the NAVD 88
 GW0402.geopotential number by the normal gravity value computed on the
 GW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0402.degrees latitude (g = 980.6199 gals.).
 GW0402
 GW0402.The modeled gravity was interpolated from observed gravity values.
 GW0402
 GW0402;                    North         East    Units  Estimated Accuracy
 GW0402;SPC VA S     - 1,109,060.    3,503,940.      MT  (+/- 180 meters Scaled)
 GW0402
 GW0402                          SUPERSEDED SURVEY CONTROL
 GW0402
 GW0402  NGVD 29 (??/??/92)  134.137  (m)          440.08   (f) ADJ UNCH    2 0
 GW0402
 GW0402.Superseded values are not recommended for survey control.
 GW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0402.See file dsdata.txt to determine how the superseded data were derived.
 GW0402
 GW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB254329(NAD 83)
 GW0402_MARKER: DB = BENCH MARK DISK
 GW0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW0402_SP_SET: CULVERT
 GW0402_STAMPING: F 442 1964
 GW0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0402+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0402
 GW0402  HISTORY     - Date     Condition        Report By
 GW0402  HISTORY     - 1964     MONUMENTED       CGS
 GW0402  HISTORY     - 1965     GOOD             NGS
 GW0402  HISTORY     - 20010220 GOOD             USPSQD
 GW0402  HISTORY     - 20060119 GOOD             USPSQD
 GW0402
 GW0402                          STATION DESCRIPTION
 GW0402
 GW0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW0402'4.2 MI W FROM FARMVILLE.
 GW0402'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW0402'IN FARMVILLE TO THE MARK SET IN THE TOP OF THE EAST END OF SOUTH
 GW0402'HEADWALL OF A BOX CULVERT, 0.2 MILE EAST OF THE JUNCTION OF U.S.
 GW0402'HIGHWAYS 460 AND 15, 41.0 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GW0402'U.S. HIGHWAY 460, 43.0 FEET EAST OF A TELEPHONE POLE AND IS ABOUT
 GW0402'3.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 GW0402
 GW0402                          STATION RECOVERY (2001)
 GW0402
 GW0402'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0402'RECOVERED IN GOOD CONDITION.
 GW0402
 GW0402                          STATION RECOVERY (2006)
 GW0402
 GW0402'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0396 ***********************************************************************
 GW0396  DESIGNATION -  F 443
 GW0396  PID         -  GW0396
 GW0396  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0396  USGS QUAD   -  RICE (1984)
 GW0396
 GW0396                         *CURRENT SURVEY CONTROL
 GW0396  ___________________________________________________________________
 GW0396* NAD 83(1986)-  37 16 43.     (N)    078 21 03.     (W)     SCALED    
 GW0396* NAVD 88     -        91.719  (meters)     300.91   (feet)  ADJUSTED  
 GW0396  ___________________________________________________________________
 GW0396  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 GW0396  DYNAMIC HT  -          91.654 (meters)     300.70  (feet)  COMP
 GW0396  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 GW0396
 GW0396  VERT ORDER  -  SECOND    CLASS 0
 GW0396
 GW0396.The horizontal coordinates were scaled from a topographic map and have
 GW0396.an estimated accuracy of +/- 6 seconds.
 GW0396
 GW0396.The orthometric height was determined by differential leveling
 GW0396.and adjusted by the National Geodetic Survey in June 1991..
 GW0396
 GW0396.The geoid height was determined by GEOID03.
 GW0396
 GW0396.The dynamic height is computed by dividing the NAVD 88
 GW0396.geopotential number by the normal gravity value computed on the
 GW0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0396.degrees latitude (g = 980.6199 gals.).
 GW0396
 GW0396.The modeled gravity was interpolated from observed gravity values.
 GW0396
 GW0396;                    North         East    Units  Estimated Accuracy
 GW0396;SPC VA S     - 1,104,910.    3,513,230.      MT  (+/- 180 meters Scaled)
 GW0396
 GW0396                          SUPERSEDED SURVEY CONTROL
 GW0396
 GW0396  NGVD 29 (??/??/92)   91.979  (m)          301.77   (f) ADJ UNCH    2 0
 GW0396
 GW0396.Superseded values are not recommended for survey control.
 GW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0396.See file dsdata.txt to determine how the superseded data were derived.
 GW0396
 GW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB348290(NAD 83)
 GW0396_MARKER: DB = BENCH MARK DISK
 GW0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0396_SP_SET: BRIDGE
 GW0396_STAMPING: E 443 1965
 GW0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0396+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0396
 GW0396  HISTORY     - Date     Condition        Report By
 GW0396  HISTORY     - 1965     MONUMENTED       CGS
 GW0396  HISTORY     - 20010220 GOOD             USPSQD
 GW0396  HISTORY     - 20060119 GOOD             USPSQD
 GW0396
 GW0396                          STATION DESCRIPTION
 GW0396
 GW0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0396'2.8 MI E FROM FARMVILLE.
 GW0396'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 GW0396'IN FARMVILLE TO THE MARK SET IN THE TOP OF THE NORTHEAST WINGWALL
 GW0396'OF A BRIDGE OVER BRUSH RIVER, 18.0 FEET NORTHEAST OF THE CENTERLINE
 GW0396'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 GW0396
 GW0396                          STATION RECOVERY (2001)
 GW0396
 GW0396'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0396'SHOULD BE 18FT NORTHEAST OF EAST BOUND LANES.
 GW0396
 GW0396                          STATION RECOVERY (2006)
 GW0396
 GW0396'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0997 ***********************************************************************
 GW0997  DESIGNATION -  F 444
 GW0997  PID         -  GW0997
 GW0997  STATE/COUNTY-  VA/AMHERST
 GW0997  USGS QUAD   -  AMHERST (1978)
 GW0997
 GW0997                         *CURRENT SURVEY CONTROL
 GW0997  ___________________________________________________________________
 GW0997* NAD 83(1986)-  37 30 39.     (N)    079 07 14.     (W)     SCALED    
 GW0997* NAVD 88     -       224.184  (meters)     735.51   (feet)  ADJUSTED  
 GW0997  ___________________________________________________________________
 GW0997  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW0997  DYNAMIC HT  -         224.017 (meters)     734.96  (feet)  COMP
 GW0997  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 GW0997
 GW0997  VERT ORDER  -  SECOND    CLASS 0
 GW0997
 GW0997.The horizontal coordinates were scaled from a topographic map and have
 GW0997.an estimated accuracy of +/- 6 seconds.
 GW0997
 GW0997.The orthometric height was determined by differential leveling
 GW0997.and adjusted by the National Geodetic Survey in June 1991..
 GW0997
 GW0997.The geoid height was determined by GEOID03.
 GW0997
 GW0997.The dynamic height is computed by dividing the NAVD 88
 GW0997.geopotential number by the normal gravity value computed on the
 GW0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0997.degrees latitude (g = 980.6199 gals.).
 GW0997
 GW0997.The modeled gravity was interpolated from observed gravity values.
 GW0997
 GW0997;                    North         East    Units  Estimated Accuracy
 GW0997;SPC VA S     - 1,130,850.    3,445,140.      MT  (+/- 180 meters Scaled)
 GW0997
 GW0997                          SUPERSEDED SURVEY CONTROL
 GW0997
 GW0997  NGVD 29 (??/??/92)  224.400  (m)          736.22   (f) ADJ UNCH    2 0
 GW0997
 GW0997.Superseded values are not recommended for survey control.
 GW0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0997.See file dsdata.txt to determine how the superseded data were derived.
 GW0997
 GW0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB661532(NAD 83)
 GW0997_MARKER: DB = BENCH MARK DISK
 GW0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0997_SP_SET: BRIDGE
 GW0997_STAMPING: F 444 1965
 GW0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0997
 GW0997  HISTORY     - Date     Condition        Report By
 GW0997  HISTORY     - 1965     MONUMENTED       CGS
 GW0997
 GW0997                          STATION DESCRIPTION
 GW0997
 GW0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0997'0.7 MI NE FROM MONROE.
 GW0997'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE MONROE
 GW0997'SCHOOL IN MONROE TO THE MARK SET IN THE TOP OF THE SOUTHWEST
 GW0997'WINGWALL OF THE OVERPASS OVER THE SOUTHERN RAILROAD, 27 FEET
 GW0997'NORTHWEST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT
 GW0997'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0803 ***********************************************************************
 HW0803  DESIGNATION -  F 445
 HW0803  PID         -  HW0803
 HW0803  STATE/COUNTY-  VA/GREENE
 HW0803  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW0803
 HW0803                         *CURRENT SURVEY CONTROL
 HW0803  ___________________________________________________________________
 HW0803* NAD 83(1986)-  38 20 42.     (N)    078 30 51.     (W)     SCALED    
 HW0803* NAVD 88     -       431.374  (meters)    1415.27   (feet)  ADJUSTED  
 HW0803  ___________________________________________________________________
 HW0803  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW0803  DYNAMIC HT  -         431.050 (meters)    1414.20  (feet)  COMP
 HW0803  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 HW0803
 HW0803  VERT ORDER  -  SECOND    CLASS 0
 HW0803
 HW0803.The horizontal coordinates were scaled from a topographic map and have
 HW0803.an estimated accuracy of +/- 6 seconds.
 HW0803
 HW0803.The orthometric height was determined by differential leveling
 HW0803.and adjusted by the National Geodetic Survey in June 1991..
 HW0803
 HW0803.The geoid height was determined by GEOID03.
 HW0803
 HW0803.The dynamic height is computed by dividing the NAVD 88
 HW0803.geopotential number by the normal gravity value computed on the
 HW0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0803.degrees latitude (g = 980.6199 gals.).
 HW0803
 HW0803.The modeled gravity was interpolated from observed gravity values.
 HW0803
 HW0803;                    North         East    Units  Estimated Accuracy
 HW0803;SPC VA N     - 2,075,290.    3,498,760.      MT  (+/- 180 meters Scaled)
 HW0803
 HW0803                          SUPERSEDED SURVEY CONTROL
 HW0803
 HW0803  NGVD 29 (??/??/92)  431.538  (m)         1415.80   (f) ADJ UNCH    2 0
 HW0803
 HW0803.Superseded values are not recommended for survey control.
 HW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0803.See file dsdata.txt to determine how the superseded data were derived.
 HW0803
 HW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC172470(NAD 83)
 HW0803_MARKER: DB = BENCH MARK DISK
 HW0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0803_SP_SET: BRIDGE
 HW0803_STAMPING: F 445 1965
 HW0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0803
 HW0803  HISTORY     - Date     Condition        Report By
 HW0803  HISTORY     - 1965     MONUMENTED       CGS
 HW0803
 HW0803                          STATION DESCRIPTION
 HW0803
 HW0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0803'5.9 MI NW FROM STANARDSVILLE.
 HW0803'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE
 HW0803'IN STANARDSVILLE, TO THE MARK SET IN THE TOP OF THE WEST END
 HW0803'OF SOUTH HEADWALL OF A BRIDGE OVER A SMALL STREAM, 13 FEET SOUTH
 HW0803'OF THE CENTERLINE OF HIGHWAY, 1.5 FEET EAST OF THE WEST END
 HW0803'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3125 ***********************************************************************
 HW3125  DESIGNATION -  F 445 RESET 1973
 HW3125  PID         -  HW3125
 HW3125  STATE/COUNTY-  VA/GREENE
 HW3125  USGS QUAD   -  SWIFT RUN GAP (1987)
 HW3125
 HW3125                         *CURRENT SURVEY CONTROL
 HW3125  ___________________________________________________________________
 HW3125* NAD 83(1986)-  38 20 42.     (N)    078 30 51.     (W)     SCALED    
 HW3125* NAVD 88     -       430.99   (meters)    1414.0    (feet)  RESET     
 HW3125  ___________________________________________________________________
 HW3125  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HW3125
 HW3125  VERT ORDER  -  THIRD
 HW3125
 HW3125.The horizontal coordinates were scaled from a topographic map and have
 HW3125.an estimated accuracy of +/- 6 seconds.
 HW3125
 HW3125.The orthometric height was computed from unverified reset data.
 HW3125.No vertical observational check was made to the station.
 HW3125
 HW3125.The geoid height was determined by GEOID03.
 HW3125
 HW3125;                    North         East    Units  Estimated Accuracy
 HW3125;SPC VA N     - 2,075,290.    3,498,760.      MT  (+/- 180 meters Scaled)
 HW3125
 HW3125                          SUPERSEDED SURVEY CONTROL
 HW3125
 HW3125  NGVD 29 (03/21/06)  431.15   (m)         1414.5    (f) RESET       3  
 HW3125
 HW3125.Superseded values are not recommended for survey control.
 HW3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3125.See file dsdata.txt to determine how the superseded data were derived.
 HW3125
 HW3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC172470(NAD 83)
 HW3125_MARKER: DB = BENCH MARK DISK
 HW3125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3125_SP_SET: WINGWALL
 HW3125_STAMPING: F 445 RESET 1973
 HW3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3125+STABILITY: SURFACE MOTION
 HW3125
 HW3125  HISTORY     - Date     Condition        Report By
 HW3125  HISTORY     - 1973     MONUMENTED       RBNF
 HW3125
 HW3125                          STATION DESCRIPTION
 HW3125
 HW3125'DESCRIBED BY RESEARCHED BUT NOT FOUND 1973
 HW3125'5.9 MI NW FROM STANARDSVILLE.
 HW3125'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE IN
 HW3125'STANARDSVILLE, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 HW3125'A CONCRETE CULVERT OVER A SMALL STEAM, 19.75 FEET NORTH OF THE
 HW3125'CENTERLINE OF HIGHWAY, AT RIGHT ANGLES TO STATION 1315+40.46
 HW3125'(CONSTRUCTION PROJECT 6033-039-101-C505 1173) AND ABOUT LEVEL
 HW3125'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0346 ***********************************************************************
 HW0346  DESIGNATION -  F 446
 HW0346  PID         -  HW0346
 HW0346  STATE/COUNTY-  VA/CULPEPER
 HW0346  USGS QUAD   -  BRIGHTWOOD (1984)
 HW0346
 HW0346                         *CURRENT SURVEY CONTROL
 HW0346  ___________________________________________________________________
 HW0346* NAD 83(1986)-  38 26 38.     (N)    078 07 52.     (W)     SCALED    
 HW0346* NAVD 88     -       137.176  (meters)     450.05   (feet)  ADJUSTED  
 HW0346  ___________________________________________________________________
 HW0346  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HW0346  DYNAMIC HT  -         137.087 (meters)     449.76  (feet)  COMP
 HW0346  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HW0346
 HW0346  VERT ORDER  -  SECOND    CLASS 0
 HW0346
 HW0346.The horizontal coordinates were scaled from a topographic map and have
 HW0346.an estimated accuracy of +/- 6 seconds.
 HW0346
 HW0346.The orthometric height was determined by differential leveling
 HW0346.and adjusted by the National Geodetic Survey in June 1991..
 HW0346
 HW0346.The geoid height was determined by GEOID03.
 HW0346
 HW0346.The dynamic height is computed by dividing the NAVD 88
 HW0346.geopotential number by the normal gravity value computed on the
 HW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0346.degrees latitude (g = 980.6199 gals.).
 HW0346
 HW0346.The modeled gravity was interpolated from observed gravity values.
 HW0346
 HW0346;                    North         East    Units  Estimated Accuracy
 HW0346;SPC VA N     - 2,086,340.    3,532,200.      MT  (+/- 180 meters Scaled)
 HW0346
 HW0346                          SUPERSEDED SURVEY CONTROL
 HW0346
 HW0346  NGVD 29 (??/??/92)  137.415  (m)          450.84   (f) ADJ UNCH    2 0
 HW0346
 HW0346.Superseded values are not recommended for survey control.
 HW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0346.See file dsdata.txt to determine how the superseded data were derived.
 HW0346
 HW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC503589(NAD 83)
 HW0346_MARKER: DB = BENCH MARK DISK
 HW0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW0346_SP_SET: BRIDGE
 HW0346_STAMPING: F 446 1965
 HW0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW0346
 HW0346  HISTORY     - Date     Condition        Report By
 HW0346  HISTORY     - 1965     MONUMENTED       CGS
 HW0346  HISTORY     - 19670508 MARK NOT FOUND   LOCENG
 HW0346
 HW0346                          STATION DESCRIPTION
 HW0346
 HW0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW0346'0.6 MI NE FROM LEON.
 HW0346'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE POST OFFICE, IN
 HW0346'LEON, TO THE MARK SET IN THE TOP OF THE BRIDGE SEAT OF THE
 HW0346'NORTHEAST BRIDGE ABUTMENT OF BRIDGE OVER CROOKED RUN, 14 FEET
 HW0346'NORTHWEST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 4 FEET BELOW
 HW0346'THE LEVEL OF THE HIGHWAY.
 HW0346
 HW0346                          STATION RECOVERY (1967)
 HW0346
 HW0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 HW0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA4271 ***********************************************************************
 AA4271  DESIGNATION -  F 446 RESET
 AA4271  PID         -  AA4271
 AA4271  STATE/COUNTY-  VA/CULPEPER
 AA4271  USGS QUAD   -  BRIGHTWOOD (1984)
 AA4271
 AA4271                         *CURRENT SURVEY CONTROL
 AA4271  ___________________________________________________________________
 AA4271* NAD 83(1986)-  38 26 38.     (N)    078 07 52.     (W)     SCALED    
 AA4271* NAVD 88     -       138.87   (+/-2cm)     455.6    (feet)  VERTCON   
 AA4271  ___________________________________________________________________
 AA4271  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AA4271
 AA4271  VERT ORDER  -  THIRD (See Below)
 AA4271
 AA4271.The horizontal coordinates were scaled from a topographic map and have
 AA4271.an estimated accuracy of +/- 6 seconds.
 AA4271
 AA4271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4271.The vertical order pertains to the NGVD 29 superseded value.
 AA4271
 AA4271.The geoid height was determined by GEOID03.
 AA4271
 AA4271;                    North         East    Units  Estimated Accuracy
 AA4271;SPC VA N     - 2,086,340.    3,532,200.      MT  (+/- 180 meters Scaled)
 AA4271
 AA4271                          SUPERSEDED SURVEY CONTROL
 AA4271
 AA4271  NGVD 29 (03/21/06)  139.11   (m)          456.4    (f) RESET       3  
 AA4271
 AA4271.Superseded values are not recommended for survey control.
 AA4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4271.See file dsdata.txt to determine how the superseded data were derived.
 AA4271
 AA4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC503589(NAD 83)
 AA4271_MARKER: DB = BENCH MARK DISK
 AA4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4271_STAMPING: F 446 RESET 1967
 AA4271_MARK LOGO: CGS   
 AA4271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4271+STABILITY: SURFACE MOTION
 AA4271
 AA4271  HISTORY     - Date     Condition        Report By
 AA4271  HISTORY     - 1967     MONUMENTED       LOCENG
 AA4271  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AA4271
 AA4271                          STATION DESCRIPTION
 AA4271
 AA4271'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (HHG)
 AA4271'ABOUT 0.50 MILES (0.80 KM) NORTHEAST ALONG US HIGHWAY 29 FROM THE POST
 AA4271'OFFICE IN LEON, 31 FEET (9.4 M) EAST OF THE CENTERLINE OF THE EXISTING
 AA4271'US ROUTE 29, APPROXIMATELY 350 FEET (106.7 M) SOUTH OF
 AA4271'MADISON-CULPEPER COUNTY LINE, AND BRIDGE OVER CROOKED RUN.  (IT IS
 AA4271'LOCATED BY VIRGINIA DEPARTMENT OF HIGHWAY PLANS OF RT 29, PROJECT
 AA4271'0029-056-103-PE-101, AS 31.01 FEET (9.45 M) RIGHT OF SURVEY CENTERLINE
 AA4271'STATION 1881+29.75) , ABOUT 2 INCHES ABOVE THE GROUND AND LEVEL WITH
 AA4271'THE HIGHWAY.
 AA4271
 AA4271                          STATION RECOVERY (2001)
 AA4271
 AA4271'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 AA4271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1221 ***********************************************************************
 HW1221  DESIGNATION -  F 447
 HW1221  PID         -  HW1221
 HW1221  STATE/COUNTY-  VA/PAGE
 HW1221  USGS QUAD   -  HAMBURG (1984)
 HW1221
 HW1221                         *CURRENT SURVEY CONTROL
 HW1221  ___________________________________________________________________
 HW1221* NAD 83(1986)-  38 38 48.     (N)    078 32 00.     (W)     SCALED    
 HW1221* NAVD 88     -       232.448  (meters)     762.62   (feet)  ADJUSTED  
 HW1221  ___________________________________________________________________
 HW1221  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HW1221  DYNAMIC HT  -         232.290 (meters)     762.10  (feet)  COMP
 HW1221  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 HW1221
 HW1221  VERT ORDER  -  SECOND    CLASS 0
 HW1221
 HW1221.The horizontal coordinates were scaled from a topographic map and have
 HW1221.an estimated accuracy of +/- 6 seconds.
 HW1221
 HW1221.The orthometric height was determined by differential leveling
 HW1221.and adjusted by the National Geodetic Survey in June 1991..
 HW1221
 HW1221.The geoid height was determined by GEOID03.
 HW1221
 HW1221.The dynamic height is computed by dividing the NAVD 88
 HW1221.geopotential number by the normal gravity value computed on the
 HW1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1221.degrees latitude (g = 980.6199 gals.).
 HW1221
 HW1221.The modeled gravity was interpolated from observed gravity values.
 HW1221
 HW1221;                    North         East    Units  Estimated Accuracy
 HW1221;SPC VA N     - 2,108,780.    3,497,100.      MT  (+/- 180 meters Scaled)
 HW1221
 HW1221                          SUPERSEDED SURVEY CONTROL
 HW1221
 HW1221  NGVD 29 (??/??/92)  232.619  (m)          763.18   (f) ADJ UNCH    2 0
 HW1221
 HW1221.Superseded values are not recommended for survey control.
 HW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1221.See file dsdata.txt to determine how the superseded data were derived.
 HW1221
 HW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC146804(NAD 83)
 HW1221_MARKER: DB = BENCH MARK DISK
 HW1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HW1221_SP_SET: BRIDGE
 HW1221_STAMPING: F 447 1965
 HW1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW1221
 HW1221  HISTORY     - Date     Condition        Report By
 HW1221  HISTORY     - 1965     MONUMENTED       CGS
 HW1221  HISTORY     - 1971     GOOD             NGS
 HW1221
 HW1221                          STATION DESCRIPTION
 HW1221
 HW1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HW1221'4.2 MI W FROM LURAY.
 HW1221'4.2 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE HAWKSBILL CREEK
 HW1221'BRIDGE, IN LURAY, TO THE MARK SET IN THE TOP OF THE SOUTHEAST
 HW1221'WINGWALL OF BRIDGE OVER THE SOUTH FORK OF SHENANDOAH RIVER,
 HW1221'16 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT
 HW1221'ABOVE THE LEVEL OF THE HIGHWAY.
 HW1221
 HW1221                          STATION RECOVERY (1971)
 HW1221
 HW1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HW1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0584 ***********************************************************************
 FY0584  DESIGNATION -  F 448
 FY0584  PID         -  FY0584
 FY0584  STATE/COUNTY-  VA/HALIFAX
 FY0584  USGS QUAD   -  SCOTTSBURG (1968)
 FY0584
 FY0584                         *CURRENT SURVEY CONTROL
 FY0584  ___________________________________________________________________
 FY0584* NAD 83(1986)-  36 48 27.     (N)    078 45 36.     (W)     SCALED    
 FY0584* NAVD 88     -       108.926  (meters)     357.37   (feet)  ADJUSTED  
 FY0584  ___________________________________________________________________
 FY0584  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FY0584  DYNAMIC HT  -         108.843 (meters)     357.10  (feet)  COMP
 FY0584  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 FY0584
 FY0584  VERT ORDER  -  SECOND    CLASS 0
 FY0584
 FY0584.The horizontal coordinates were scaled from a topographic map and have
 FY0584.an estimated accuracy of +/- 6 seconds.
 FY0584
 FY0584.The orthometric height was determined by differential leveling
 FY0584.and adjusted by the National Geodetic Survey in June 1991..
 FY0584
 FY0584.The geoid height was determined by GEOID03.
 FY0584
 FY0584.The dynamic height is computed by dividing the NAVD 88
 FY0584.geopotential number by the normal gravity value computed on the
 FY0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0584.degrees latitude (g = 980.6199 gals.).
 FY0584
 FY0584.The modeled gravity was interpolated from observed gravity values.
 FY0584
 FY0584;                    North         East    Units  Estimated Accuracy
 FY0584;SPC VA S     - 1,052,650.    3,476,800.      MT  (+/- 180 meters Scaled)
 FY0584
 FY0584                          SUPERSEDED SURVEY CONTROL
 FY0584
 FY0584  NGVD 29 (??/??/92)  109.187  (m)          358.22   (f) ADJ UNCH    2 0
 FY0584
 FY0584.Superseded values are not recommended for survey control.
 FY0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0584.See file dsdata.txt to determine how the superseded data were derived.
 FY0584
 FY0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA998758(NAD 83)
 FY0584_MARKER: DB = BENCH MARK DISK
 FY0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0584_SP_SET: CULVERT
 FY0584_STAMPING: F 448 1965
 FY0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0584
 FY0584  HISTORY     - Date     Condition        Report By
 FY0584  HISTORY     - 1965     MONUMENTED       CGS
 FY0584
 FY0584                          STATION DESCRIPTION
 FY0584
 FY0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0584'2.5 MI S FROM CLOVER.
 FY0584'2.5 MILES SOUTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE,
 FY0584'34 FEET NORTH OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF
 FY0584'THE NORTH HEADWALL OF A LARGE BOX CULVERT OVER PINEY CREEK, 1.0
 FY0584'FOOT WEST OF EAST END OF HEADWALL AND IS ABOUT 10 FEET BELOW THE
 FY0584'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0854 ***********************************************************************
 FY0854  DESIGNATION -  F 449
 FY0854  PID         -  FY0854
 FY0854  STATE/COUNTY-  VA/HALIFAX
 FY0854  USGS QUAD   -  MILTON (1983)
 FY0854
 FY0854                         *CURRENT SURVEY CONTROL
 FY0854  ___________________________________________________________________
 FY0854* NAD 83(1986)-  36 36 36.     (N)    079 12 06.     (W)     SCALED    
 FY0854* NAVD 88     -       156.888  (meters)     514.72   (feet)  ADJUSTED  
 FY0854  ___________________________________________________________________
 FY0854  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FY0854  DYNAMIC HT  -         156.764 (meters)     514.32  (feet)  COMP
 FY0854  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 FY0854
 FY0854  VERT ORDER  -  SECOND    CLASS 0
 FY0854
 FY0854.The horizontal coordinates were scaled from a topographic map and have
 FY0854.an estimated accuracy of +/- 6 seconds.
 FY0854
 FY0854.The orthometric height was determined by differential leveling
 FY0854.and adjusted by the National Geodetic Survey in June 1991..
 FY0854
 FY0854.The geoid height was determined by GEOID03.
 FY0854
 FY0854.The dynamic height is computed by dividing the NAVD 88
 FY0854.geopotential number by the normal gravity value computed on the
 FY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0854.degrees latitude (g = 980.6199 gals.).
 FY0854
 FY0854.The modeled gravity was interpolated from observed gravity values.
 FY0854
 FY0854;                    North         East    Units  Estimated Accuracy
 FY0854;SPC VA S     - 1,030,940.    3,437,230.      MT  (+/- 180 meters Scaled)
 FY0854
 FY0854                          SUPERSEDED SURVEY CONTROL
 FY0854
 FY0854  NGVD 29 (??/??/92)  157.125  (m)          515.50   (f) ADJ UNCH    2 0
 FY0854
 FY0854.Superseded values are not recommended for survey control.
 FY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0854.See file dsdata.txt to determine how the superseded data were derived.
 FY0854
 FY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA608531(NAD 83)
 FY0854_MARKER: DB = BENCH MARK DISK
 FY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0854_STAMPING: F 449 1965
 FY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0854+STABILITY: SURFACE MOTION
 FY0854
 FY0854  HISTORY     - Date     Condition        Report By
 FY0854  HISTORY     - 1965     MONUMENTED       CGS
 FY0854  HISTORY     - 1966     GOOD             NGS
 FY0854
 FY0854                          STATION DESCRIPTION
 FY0854
 FY0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0854'1.1 MI S FROM SUTHERLIN.
 FY0854'ABOUT 1.1 MILES SOUTH ALONG COUNTY ROAD 656 FROM THE SOUTHERN
 FY0854'RAILROAD STATION IN SUTHERLIN, 23 FEET SOUTHEAST OF THE CENTERLINE
 FY0854'OF THE COUNTY ROAD, 4 FEET NORTHWEST OF POWER LINE POLE NO 38,
 FY0854'3 FEET SOUTHWEST OF A METAL WITNESS SIGN, 2.2 MILES NORTH OF
 FY0854'U.S. HIGHWAY 58, SET IN THE TOP OF A CONCRETE POST FLUSH AND
 FY0854'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1971 ***********************************************************************
 FY1971  DESIGNATION -  F 449 RESET 1975
 FY1971  PID         -  FY1971
 FY1971  STATE/COUNTY-  VA/HALIFAX
 FY1971  USGS QUAD   -  MILTON (1983)
 FY1971
 FY1971                         *CURRENT SURVEY CONTROL
 FY1971  ___________________________________________________________________
 FY1971* NAD 83(1986)-  36 36 36.     (N)    079 12 06.     (W)     SCALED    
 FY1971* NAVD 88     -       157.55   (meters)     516.9    (feet)  RESET     
 FY1971  ___________________________________________________________________
 FY1971  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FY1971
 FY1971  VERT ORDER  -  THIRD
 FY1971
 FY1971.The horizontal coordinates were scaled from a topographic map and have
 FY1971.an estimated accuracy of +/- 6 seconds.
 FY1971
 FY1971.The orthometric height was computed from unverified reset data.
 FY1971.No vertical observational check was made to the station.
 FY1971
 FY1971.The geoid height was determined by GEOID03.
 FY1971
 FY1971;                    North         East    Units  Estimated Accuracy
 FY1971;SPC VA S     - 1,030,940.    3,437,230.      MT  (+/- 180 meters Scaled)
 FY1971
 FY1971                          SUPERSEDED SURVEY CONTROL
 FY1971
 FY1971  NGVD 29 (03/21/06)  157.78   (m)          517.6    (f) RESET       3  
 FY1971
 FY1971.Superseded values are not recommended for survey control.
 FY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1971.See file dsdata.txt to determine how the superseded data were derived.
 FY1971
 FY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA608531(NAD 83)
 FY1971_MARKER: DB = BENCH MARK DISK
 FY1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1971_STAMPING: F 449 RESET 1975
 FY1971_PROJECTION: FLUSH
 FY1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1971+STABILITY: SURFACE MOTION
 FY1971
 FY1971  HISTORY     - Date     Condition        Report By
 FY1971  HISTORY     - 1975     MONUMENTED       VADHT
 FY1971
 FY1971                          STATION DESCRIPTION
 FY1971
 FY1971'DESCRIBED BY VA DEPT HWYS-TRANSP 1975
 FY1971'1.1 MI SOUTH FROM SUTHERLAND.
 FY1971'1.1 MILES SOUTH ALONG COUNTY ROAD 656, FROM SOUTHERN RAILROAD
 FY1971'STATION IN SUTHERLAND, 48 FEET NORTHWEST OF CENTERLINE COUNTY
 FY1971'ROAD 656, 18 FEET SOUTHEAST OF 18-INCH DRAINAGE PIPE UNDER
 FY1971'COUNTY ROAD 656, 69 FEET NORTHWEST OF CITY OF DANVILLE SERVICE
 FY1971'POWER POLE NUMBER 1, 19 FEET NORTHWEST OF CENTER OF GRAVEL
 FY1971'ENTRANCE, BEING ON THE PROPERTY LINE BETWEEN CHAPEL BAPTIST
 FY1971'CHURCH AND GEORGE W. WRIGHT.
 FY1971'THE MARK IS 2.0 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0842 ***********************************************************************
 FY0842  DESIGNATION -  F 449 X
 FY0842  PID         -  FY0842
 FY0842  STATE/COUNTY-  VA/PITTSYLVANIA
 FY0842  USGS QUAD   -  RINGGOLD (1985)
 FY0842
 FY0842                         *CURRENT SURVEY CONTROL
 FY0842  ___________________________________________________________________
 FY0842* NAD 83(1986)-  36 35 32.     (N)    079 16 09.     (W)     SCALED    
 FY0842* NAVD 88     -       171.697  (meters)     563.31   (feet)  ADJUSTED  
 FY0842  ___________________________________________________________________
 FY0842  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FY0842  DYNAMIC HT  -         171.559 (meters)     562.86  (feet)  COMP
 FY0842  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 FY0842
 FY0842  VERT ORDER  -  SECOND    CLASS 0
 FY0842
 FY0842.The horizontal coordinates were scaled from a topographic map and have
 FY0842.an estimated accuracy of +/- 6 seconds.
 FY0842
 FY0842.The orthometric height was determined by differential leveling
 FY0842.and adjusted by the National Geodetic Survey in June 1991..
 FY0842
 FY0842.The geoid height was determined by GEOID03.
 FY0842
 FY0842.The dynamic height is computed by dividing the NAVD 88
 FY0842.geopotential number by the normal gravity value computed on the
 FY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0842.degrees latitude (g = 980.6199 gals.).
 FY0842
 FY0842.The modeled gravity was interpolated from observed gravity values.
 FY0842
 FY0842;                    North         East    Units  Estimated Accuracy
 FY0842;SPC VA S     - 1,029,010.    3,431,170.      MT  (+/- 180 meters Scaled)
 FY0842
 FY0842                          SUPERSEDED SURVEY CONTROL
 FY0842
 FY0842  NGVD 29 (??/??/92)  171.932  (m)          564.08   (f) ADJ UNCH    2 0
 FY0842
 FY0842.Superseded values are not recommended for survey control.
 FY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0842.See file dsdata.txt to determine how the superseded data were derived.
 FY0842
 FY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA548510(NAD 83)
 FY0842_MARKER: DB = BENCH MARK DISK
 FY0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY0842_SP_SET: CULVERT HEADWALL
 FY0842_STAMPING: F 449 X 1965
 FY0842_MARK LOGO: CGS   
 FY0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0842+STABILITY: SURFACE MOTION
 FY0842
 FY0842  HISTORY     - Date     Condition        Report By
 FY0842  HISTORY     - 1965     MONUMENTED       CGS
 FY0842  HISTORY     - 19931101 GOOD             VADHT
 FY0842
 FY0842                          STATION DESCRIPTION
 FY0842
 FY0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0842'2 MI SE FROM RINGGOLD.
 FY0842'ABOUT 2.0 MILES SOUTHEAST ALONG COUNTY ROAD 726 FROM THE RAILROAD
 FY0842'STATION IN RINGGOLD, 0.9 MILE NORTHWEST ALONG COUNTY ROAD FROM
 FY0842'U.S. HIGHWAY 58 WHICH IS 7.0 MILES EAST OF DANVILLE, 74 FEET
 FY0842'SOUTH OF THE JUNCTION OF COUNTY ROAD 655, 13 FEET SOUTHWEST OF THE
 FY0842'APPROXIMATE CENTER OF COUNTY ROAD 726, 1.0 FOOT SOUTHEAST OF THE
 FY0842'NORTHWEST END OF HEADWALL, SET IN THE TOP OF NORTHWEST END OF
 FY0842'SOUTHWEST HEADWALL OF A CULVERT AND IS ABOUT LEVEL WITH THE COUNTY
 FY0842'ROAD.
 FY0842
 FY0842                          STATION RECOVERY (1993)
 FY0842
 FY0842'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1993 (WAM)
 FY0842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB7216 ***********************************************************************
 AB7216  DESIGNATION -  F 449 X RESET
 AB7216  PID         -  AB7216
 AB7216  STATE/COUNTY-  VA/PITTSYLVANIA
 AB7216  USGS QUAD   -  RINGGOLD (1985)
 AB7216
 AB7216                         *CURRENT SURVEY CONTROL
 AB7216  ___________________________________________________________________
 AB7216* NAD 83(1986)-  36 35 32.     (N)    079 16 09.     (W)     SCALED    
 AB7216* NAVD 88     -       172.80   (meters)     566.9    (feet)  RESET     
 AB7216  ___________________________________________________________________
 AB7216  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AB7216
 AB7216  VERT ORDER  -  THIRD
 AB7216
 AB7216.The horizontal coordinates were scaled from a topographic map and have
 AB7216.an estimated accuracy of +/- 6 seconds.
 AB7216
 AB7216.The orthometric height was computed from unverified reset data.
 AB7216
 AB7216.The geoid height was determined by GEOID03.
 AB7216
 AB7216;                    North         East    Units  Estimated Accuracy
 AB7216;SPC VA S     - 1,029,010.    3,431,170.      MT  (+/- 180 meters Scaled)
 AB7216
 AB7216                          SUPERSEDED SURVEY CONTROL
 AB7216
 AB7216.No superseded survey control is available for this station.
 AB7216
 AB7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA548510(NAD 83)
 AB7216_MARKER: DV = VERTICAL CONTROL DISK
 AB7216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7216_STAMPING: F 449 X RESET 1989
 AB7216_MARK LOGO: NGS   
 AB7216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7216+STABILITY: SURFACE MOTION
 AB7216
 AB7216  HISTORY     - Date     Condition        Report By
 AB7216  HISTORY     - 1993     MONUMENTED       VADHT
 AB7216
 AB7216                          STATION DESCRIPTION
 AB7216
 AB7216'DESCRIBED BY VA DEPT HWYS-TRANSP 1993 (WAM)
 AB7216'ABOUT 2.0 MILES (3.2 KM) SOUTHEAST ALONG COUNTY ROAD 726 FROM THE
 AB7216'RAILROAD STATION IN RINGOLD, 0.95 MILE (1.53 KM) NORTHWEST ALONG
 AB7216'COUNTY ROAD FROM US HIGHWAY 58, WHICH IS 7.0 MILES (11.3 KM) EAST OF
 AB7216'DANVILLE, 500 FEET (152.4 M) WEST OF THE JUNCTION OF COUNTY ROAD 968,
 AB7216'18 FEET (5.5 M) NORTH OF THE APPROXIMATE EDGE OF PAVEMENT OF COUNTY
 AB7216'ROAD 726, 3 FEET (0.9 M) EAST OF POWER POLE (COFD NO 1) , 101.5 FEET
 AB7216'(30.9 M) EAST OF SOUTHEAST CORNER OF FRAME SHOP BUILDING, 86 FEET
 AB7216'(26.2 M) WEST OF BRICK COLUMN ON WEST SIDE OF GRAVEL ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3612 ***********************************************************************
 HV3612  DESIGNATION -  F 45 RESET 1934
 HV3612  PID         -  HV3612
 HV3612  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV3612  USGS QUAD   -  GAINESVILLE (1994)
 HV3612
 HV3612                         *CURRENT SURVEY CONTROL
 HV3612  ___________________________________________________________________
 HV3612* NAD 83(1986)-  38 47 50.     (N)    077 36 31.     (W)     SCALED    
 HV3612* NAVD 88     -       106.24   (meters)     348.6    (feet)  RESET     
 HV3612  ___________________________________________________________________
 HV3612  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV3612
 HV3612  VERT ORDER  -  THIRD
 HV3612
 HV3612.The horizontal coordinates were scaled from a topographic map and have
 HV3612.an estimated accuracy of +/- 6 seconds.
 HV3612
 HV3612.The orthometric height was computed from unverified reset data.
 HV3612.No vertical observational check was made to the station.
 HV3612
 HV3612.The geoid height was determined by GEOID03.
 HV3612
 HV3612;                    North         East    Units  Estimated Accuracy
 HV3612;SPC VA N     - 2,125,870.    3,577,430.      MT  (+/- 180 meters Scaled)
 HV3612
 HV3612                          SUPERSEDED SURVEY CONTROL
 HV3612
 HV3612  NGVD 29 (??/??/??)  106.61   (m)          349.8    (f) RESET       3  
 HV3612
 HV3612.Superseded values are not recommended for survey control.
 HV3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3612.See file dsdata.txt to determine how the superseded data were derived.
 HV3612
 HV3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH734975(NAD 83)
 HV3612_MARKER: DD = SURVEY DISK
 HV3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3612_STAMPING: 349.386 F 45 RESET 1934
 HV3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3612+STABILITY: SURFACE MOTION
 HV3612
 HV3612  HISTORY     - Date     Condition        Report By
 HV3612  HISTORY     - 1934     MONUMENTED       VADH
 HV3612  HISTORY     - 1943     MARK NOT FOUND   CGS
 HV3612
 HV3612                          STATION DESCRIPTION
 HV3612
 HV3612'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1934
 HV3612'AT GAINESVILLE.
 HV3612'AT GAINESVILLE, PRINCE WILLIAM COUNTY, 0.25 MILE EAST OF THE
 HV3612'SOUTHERN RAILWAY STATION, IN THE WEST ANGLE OF THE INTERSECTION
 HV3612'OF U.S. HIGHWAY 211 AND STATE HIGHWAY 55, 83 FEET SOUTH OF THE
 HV3612'CENTER LINE OF STATE HIGHWAY 55, AND 27 FEET WEST OF THE WEST
 HV3612'CORNER OF A CULVERT UNDER THE CONNECTING DRIVEWAY.  A STANDARD
 HV3612'DISK, STAMPED 349.386 F 45 RESET 1934 AND SET IN THE TOP OF A
 HV3612'CONCRETE POST PROJECTING 16 INCHES ABOVE GROUND.  THIS ELEVATION
 HV3612'IS THE SAME AS THE ORIG. MARK.
 HV3612
 HV3612                          STATION RECOVERY (1943)
 HV3612
 HV3612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HV3612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0095 ***********************************************************************
 FY0095  DESIGNATION -  F 450
 FY0095  PID         -  FY0095
 FY0095  STATE/COUNTY-  VA/MECKLENBURG
 FY0095  USGS QUAD   -  BASKERVILLE (1981)
 FY0095
 FY0095                         *CURRENT SURVEY CONTROL
 FY0095  ___________________________________________________________________
 FY0095* NAD 83(1986)-  36 40 47.     (N)    078 19 38.     (W)     SCALED    
 FY0095* NAVD 88     -        73.250  (meters)     240.32   (feet)  ADJUSTED  
 FY0095  ___________________________________________________________________
 FY0095  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FY0095  DYNAMIC HT  -          73.194 (meters)     240.14  (feet)  COMP
 FY0095  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 FY0095
 FY0095  VERT ORDER  -  SECOND    CLASS 0
 FY0095
 FY0095.The horizontal coordinates were scaled from a topographic map and have
 FY0095.an estimated accuracy of +/- 6 seconds.
 FY0095
 FY0095.The orthometric height was determined by differential leveling
 FY0095.and adjusted by the National Geodetic Survey in June 1991..
 FY0095
 FY0095.The geoid height was determined by GEOID03.
 FY0095
 FY0095.The dynamic height is computed by dividing the NAVD 88
 FY0095.geopotential number by the normal gravity value computed on the
 FY0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0095.degrees latitude (g = 980.6199 gals.).
 FY0095
 FY0095.The modeled gravity was interpolated from observed gravity values.
 FY0095
 FY0095;                    North         East    Units  Estimated Accuracy
 FY0095;SPC VA S     - 1,038,460.    3,515,440.      MT  (+/- 180 meters Scaled)
 FY0095
 FY0095                          SUPERSEDED SURVEY CONTROL
 FY0095
 FY0095  NGVD 29 (??/??/92)   73.532  (m)          241.25   (f) ADJ UNCH    2 0
 FY0095
 FY0095.Superseded values are not recommended for survey control.
 FY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0095.See file dsdata.txt to determine how the superseded data were derived.
 FY0095
 FY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA388626(NAD 83)
 FY0095_MARKER: DB = BENCH MARK DISK
 FY0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0095_SP_SET: BRIDGE
 FY0095_STAMPING: F 450 1966
 FY0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0095
 FY0095  HISTORY     - Date     Condition        Report By
 FY0095  HISTORY     - 1966     MONUMENTED       CGS
 FY0095  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0095
 FY0095                          STATION DESCRIPTION
 FY0095
 FY0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FY0095'3.7 MI E FROM BOYDTON.
 FY0095'3.7 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0095'BOYDTON, 17 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 FY0095'TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER ALLENS CREEK AND IS
 FY0095'ABOUT LEVEL WITH THE HIGHWAY.
 FY0095
 FY0095                          STATION RECOVERY (2005)
 FY0095
 FY0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0095'BRIDGE REPLACED IN 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1597 ***********************************************************************
 FX1597  DESIGNATION -  F 451
 FX1597  PID         -  FX1597
 FX1597  STATE/COUNTY-  VA/BRUNSWICK
 FX1597  USGS QUAD   -  SMOKY ORDINARY (1986)
 FX1597
 FX1597                         *CURRENT SURVEY CONTROL
 FX1597  ___________________________________________________________________
 FX1597* NAD 83(1986)-  36 46 06.     (N)    077 43 14.     (W)     SCALED    
 FX1597* NAVD 88     -        60.091  (meters)     197.15   (feet)  ADJUSTED  
 FX1597  ___________________________________________________________________
 FX1597  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 FX1597  DYNAMIC HT  -          60.045 (meters)     197.00  (feet)  COMP
 FX1597  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 FX1597
 FX1597  VERT ORDER  -  SECOND    CLASS 0
 FX1597
 FX1597.The horizontal coordinates were scaled from a topographic map and have
 FX1597.an estimated accuracy of +/- 6 seconds.
 FX1597
 FX1597.The orthometric height was determined by differential leveling
 FX1597.and adjusted by the National Geodetic Survey in June 1991..
 FX1597
 FX1597.The geoid height was determined by GEOID03.
 FX1597
 FX1597.The dynamic height is computed by dividing the NAVD 88
 FX1597.geopotential number by the normal gravity value computed on the
 FX1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1597.degrees latitude (g = 980.6199 gals.).
 FX1597
 FX1597.The modeled gravity was interpolated from observed gravity values.
 FX1597
 FX1597;                    North         East    Units  Estimated Accuracy
 FX1597;SPC VA S     - 1,048,560.    3,569,590.      MT  (+/- 180 meters Scaled)
 FX1597
 FX1597                          SUPERSEDED SURVEY CONTROL
 FX1597
 FX1597  NGVD 29 (??/??/92)   60.436  (m)          198.28   (f) ADJ UNCH    2 0
 FX1597
 FX1597.Superseded values are not recommended for survey control.
 FX1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1597.See file dsdata.txt to determine how the superseded data were derived.
 FX1597
 FX1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF571726(NAD 83)
 FX1597_MARKER: DB = BENCH MARK DISK
 FX1597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1597_SP_SET: BRIDGE
 FX1597_STAMPING: F 451 1966
 FX1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1597+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2001
 FX1597
 FX1597  HISTORY     - Date     Condition        Report By
 FX1597  HISTORY     - 1966     MONUMENTED       CGS
 FX1597  HISTORY     - 20010312 GOOD             USPSQD
 FX1597
 FX1597                          STATION DESCRIPTION
 FX1597
 FX1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1597'8.6 MI E FROM LAWRENCEVILLE.
 FX1597'ABOUT 8.6 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1597'OF U.S. HIGHWAY 58 BY-PASS AND STATE HIGHWAY 46 AT THE SOUTH EDGE
 FX1597'OF LAWRENCEVILLE, 16 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 FX1597'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER REEDY
 FX1597'CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.
 FX1597
 FX1597                          STATION RECOVERY (2001)
 FX1597
 FX1597'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0099 ***********************************************************************
 FX0099  DESIGNATION -  F 452
 FX0099  PID         -  FX0099
 FX0099  STATE/COUNTY-  VA/C OF NORFOLK
 FX0099  USGS QUAD   -  NORFOLK NORTH (1989)
 FX0099
 FX0099                         *CURRENT SURVEY CONTROL
 FX0099  ___________________________________________________________________
 FX0099* NAD 83(1986)-  36 56 37.     (N)    076 19 42.     (W)     SCALED    
 FX0099* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 FX0099  ___________________________________________________________________
 FX0099  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX0099  DYNAMIC HT  -           2.230 (meters)       7.32  (feet)  COMP
 FX0099  MODELED GRAV-     979,865.6   (mgal)                       NAVD 88
 FX0099
 FX0099  VERT ORDER  -  FIRST     CLASS I
 FX0099
 FX0099.The horizontal coordinates were scaled from a topographic map and have
 FX0099.an estimated accuracy of +/- 6 seconds.
 FX0099
 FX0099.The orthometric height was determined by differential leveling
 FX0099.and adjusted by the National Geodetic Survey in June 1991..
 FX0099
 FX0099.The geoid height was determined by GEOID03.
 FX0099
 FX0099.The dynamic height is computed by dividing the NAVD 88
 FX0099.geopotential number by the normal gravity value computed on the
 FX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0099.degrees latitude (g = 980.6199 gals.).
 FX0099
 FX0099.The modeled gravity was interpolated from observed gravity values.
 FX0099
 FX0099;                    North         East    Units  Estimated Accuracy
 FX0099;SPC VA S     - 1,069,950.    3,693,420.      MT  (+/- 180 meters Scaled)
 FX0099
 FX0099                          SUPERSEDED SURVEY CONTROL
 FX0099
 FX0099  NGVD 29 (??/??/92)    2.478  (m)            8.13   (f) ADJ UNCH    1 1
 FX0099
 FX0099.Superseded values are not recommended for survey control.
 FX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0099.See file dsdata.txt to determine how the superseded data were derived.
 FX0099
 FX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF817894(NAD 83)
 FX0099_MARKER: DB = BENCH MARK DISK
 FX0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FX0099_SP_SET: 64 FEET
 FX0099_STAMPING: F 452 1971
 FX0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0099
 FX0099  HISTORY     - Date     Condition        Report By
 FX0099  HISTORY     - 1971     MONUMENTED       NGS
 FX0099  HISTORY     - 1973     GOOD             DOD
 FX0099  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 FX0099  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 FX0099
 FX0099                          STATION DESCRIPTION
 FX0099
 FX0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0099'AT NORFOLK.
 FX0099'AT NORFOLK, AT THE U.S. NAVAL STATION, AT GATE NO. 1 A WHICH IS
 FX0099'AT THE SOUTH END OF DECATUR AVENUE, SET INSIDE THE SOUTHWEST
 FX0099'ONE OF FOUR 3-LEGGED STEEL RADIO TOWERS, 47 FEET SOUTHWEST
 FX0099'OF THE WEST CORNER OF SENTRY HOUSE NO. Z 188, 11.1 FEET NORTH OF
 FX0099'THE STEEL FENCE ALONG THE SOUTH SIDE OF THE STATION, 4.5 FEET
 FX0099'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE
 FX0099'SOUTHWEST LEG OF THE TOWER, 5 FEET SOUTH OF THE WEST CORNER OF
 FX0099'THE CONCRETE BASE FOR CABLE WINCH LOCATED IN THE CENTER OF THE
 FX0099'TOWER, 9.6 FEET SOUTH-SOUTHWEST OF BM TIDAL TOWER 2 (1949)
 FX0099'DESCRIBED, LEVEL WITH THE AVENUE AND IS A DISK ON THE TOP OF A
 FX0099'COPPER COATED STEEL ROD 1 INCH BELOW THE LEVEL OF THE GROUND
 FX0099'AND PROTECTED BY A 4-INCH METAL PIPE WHICH IS FLUSH WITH THE
 FX0099'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 FX0099
 FX0099                          STATION RECOVERY (1973)
 FX0099
 FX0099'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 FX0099'A COMPLETE NEW DESCRIPTION FOLLOWS-- AT NORFOLK, AT THE NAVAL
 FX0099'STATION, ABOUT 2000 FEET WEST ALONG ADMIRAL TAUSSIG BOULEVARD FROM
 FX0099'GATE ONE, 81.92 FEET EAST OF THE SOUTHEAST CORNER OF BUILDING Z-212
 FX0099'AND 59.64 FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING CEP-168,
 FX0099'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROTECTED BY A
 FX0099'FOUR INCH METAL PIPE WHICH IS ENCLOSED BY A ROADWAY BOX AND METAL
 FX0099'COVER.
 FX0099
 FX0099                          STATION RECOVERY (1997)
 FX0099
 FX0099'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0099'MARK NOT FOUND.
 FX0099
 FX0099                          STATION RECOVERY (2001)
 FX0099
 FX0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR)
 FX0099'BUILDING Z-212 HAS BEEN DEMOLISHED AND A NEW PIER IS BEING CONSTRUCTED
 FX0099'AT ITS SITE.  CONSTRUCTION DEBRIS AND EQUIPMENT MAY HAVE OBSTRUCTED
 FX0099'VIEW OF THIS MARKER BUT MOST PROBABLY IT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0396 ***********************************************************************
 GV0396  DESIGNATION -  F 453
 GV0396  PID         -  GV0396
 GV0396  STATE/COUNTY-  VA/ISLE OF WIGHT
 GV0396  USGS QUAD   -  BACONS CASTLE (1992)
 GV0396
 GV0396                         *CURRENT SURVEY CONTROL
 GV0396  ___________________________________________________________________
 GV0396* NAD 83(1986)-  37 02 22.     (N)    076 39 58.     (W)     SCALED    
 GV0396* NAVD 88     -        21.180  (meters)      69.49   (feet)  ADJUSTED  
 GV0396  ___________________________________________________________________
 GV0396  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 GV0396  DYNAMIC HT  -          21.164 (meters)      69.44  (feet)  COMP
 GV0396  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 GV0396
 GV0396  VERT ORDER  -  FIRST     CLASS I
 GV0396
 GV0396.The horizontal coordinates were scaled from a topographic map and have
 GV0396.an estimated accuracy of +/- 6 seconds.
 GV0396
 GV0396.The orthometric height was determined by differential leveling
 GV0396.and adjusted by the National Geodetic Survey in June 1991..
 GV0396
 GV0396.The geoid height was determined by GEOID03.
 GV0396
 GV0396.The dynamic height is computed by dividing the NAVD 88
 GV0396.geopotential number by the normal gravity value computed on the
 GV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0396.degrees latitude (g = 980.6199 gals.).
 GV0396
 GV0396.The modeled gravity was interpolated from observed gravity values.
 GV0396
 GV0396;                    North         East    Units  Estimated Accuracy
 GV0396;SPC VA S     - 1,079,950.    3,663,140.      MT  (+/- 180 meters Scaled)
 GV0396
 GV0396                          SUPERSEDED SURVEY CONTROL
 GV0396
 GV0396  NGVD 29 (??/??/??)   21.416  (m)           70.26   (f) ADJUSTED    1 1
 GV0396
 GV0396.Superseded values are not recommended for survey control.
 GV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0396.See file dsdata.txt to determine how the superseded data were derived.
 GV0396
 GV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG518005(NAD 83)
 GV0396_MARKER: DB = BENCH MARK DISK
 GV0396_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0396+WITH SETTING: INTO GROUND
 GV0396_STAMPING: F 453 1971
 GV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0396+STABILITY: SURFACE MOTION
 GV0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0396+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2001
 GV0396
 GV0396  HISTORY     - Date     Condition        Report By
 GV0396  HISTORY     - 1971     MONUMENTED       NGS
 GV0396  HISTORY     - 1990     GOOD             USPSQD
 GV0396  HISTORY     - 20010310 GOOD             USPSQD
 GV0396
 GV0396                          STATION DESCRIPTION
 GV0396
 GV0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0396'5 MI NW FROM SMITHFIELD.
 GV0396'ABOUT 4.95 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 GV0396'OF U.S. HIGHWAY 258 AT SMITHFIELD, 2.1 MILES SOUTHEAST OF THE
 GV0396'BAY VIEW METHODIST CHURCH AT RUSHMERE, ON THE PROPERTY OF THE
 GV0396'SHOAL BAY FARM, 160 FEET NORTHEAST OF THE CENTER LINE OF THE
 GV0396'HIGHWAY, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A FARM ROAD,
 GV0396'0.6 FOOT SOUTHEAST OF THE SOUTH CORNER OF A BRICK WALL ON THE
 GV0396'SOUTHEAST SIDE OF THE FARM ROAD, 0.7 FOOT SOUTHWEST OF A BOARD
 GV0396'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 4-FOOT
 GV0396'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 GV0396'DISK IS 1/2 INCH BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A
 GV0396'4 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.
 GV0396
 GV0396                          STATION RECOVERY (1990)
 GV0396
 GV0396'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 GV0396'RECOVERED IN GOOD CONDITION.
 GV0396
 GV0396                          STATION RECOVERY (2001)
 GV0396
 GV0396'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 GV0396'NOTE- FARM ROAD IS NOW GREEN RUN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0465 ***********************************************************************
 GV0465  DESIGNATION -  F 454
 GV0465  PID         -  GV0465
 GV0465  STATE/COUNTY-  VA/CHARLES CITY
 GV0465  USGS QUAD   -  BRANDON (1980)
 GV0465
 GV0465                         *CURRENT SURVEY CONTROL
 GV0465  ___________________________________________________________________
 GV0465* NAD 83(1986)-  37 16 31.     (N)    076 54 31.     (W)     SCALED    
 GV0465* NAVD 88     -        10.436  (meters)      34.24   (feet)  ADJUSTED  
 GV0465  ___________________________________________________________________
 GV0465  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 GV0465  DYNAMIC HT  -          10.428 (meters)      34.21  (feet)  COMP
 GV0465  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 GV0465
 GV0465  VERT ORDER  -  FIRST     CLASS I
 GV0465
 GV0465.The horizontal coordinates were scaled from a topographic map and have
 GV0465.an estimated accuracy of +/- 6 seconds.
 GV0465
 GV0465.The orthometric height was determined by differential leveling
 GV0465.and adjusted by the National Geodetic Survey in June 1991..
 GV0465
 GV0465.The geoid height was determined by GEOID03.
 GV0465
 GV0465.The dynamic height is computed by dividing the NAVD 88
 GV0465.geopotential number by the normal gravity value computed on the
 GV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0465.degrees latitude (g = 980.6199 gals.).
 GV0465
 GV0465.The modeled gravity was interpolated from observed gravity values.
 GV0465
 GV0465;                    North         East    Units  Estimated Accuracy
 GV0465;SPC VA S     - 1,105,720.    3,641,130.      MT  (+/- 180 meters Scaled)
 GV0465
 GV0465                          SUPERSEDED SURVEY CONTROL
 GV0465
 GV0465  NGVD 29 (??/??/??)   10.670  (m)           35.01   (f) ADJUSTED    1 1
 GV0465
 GV0465.Superseded values are not recommended for survey control.
 GV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0465.See file dsdata.txt to determine how the superseded data were derived.
 GV0465
 GV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG307271(NAD 83)
 GV0465_MARKER: DB = BENCH MARK DISK
 GV0465_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0465+WITH SETTING: INTO GROUND
 GV0465_STAMPING: F 454 1971
 GV0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0465+STABILITY: SURFACE MOTION
 GV0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV0465+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 GV0465
 GV0465  HISTORY     - Date     Condition        Report By
 GV0465  HISTORY     - 1971     MONUMENTED       NGS
 GV0465  HISTORY     - 19960309 GOOD             USPSQD
 GV0465  HISTORY     - 20000927 GOOD             USPSQD
 GV0465  HISTORY     - 20010331 GOOD             NGS
 GV0465
 GV0465                          STATION DESCRIPTION
 GV0465
 GV0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0465'12.4 MI W FROM WILLIAMSBURG.
 GV0465'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAYS 5 AND 31 FROM THE
 GV0465'INTERSECTION OF RICHMOND ROAD AT WILLIAMSBURG, THENCE 10.9 MILES
 GV0465'WEST ALONG STATE HIGHWAY 5, 32 FEET SOUTHWEST OF THE CENTER LINE
 GV0465'OF THE HIGHWAY, 84.8 FEET NORTHWEST OF THE NORTHWEST END OF A
 GV0465'12-INCH CONCRETE CULVERT UNDER A DRIVEWAY, 29.0 FEET SOUTHEAST
 GV0465'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 17 1/2 FEET NORTHWEST
 GV0465'OF AN 18-INCH OAK TREE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 GV0465'POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 GV0465'TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL
 GV0465'BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND
 GV0465'AND IS PROTECTED BY A 4-INCH ORANGEBURG PIPE THAT IS LEVEL WITH
 GV0465'THE GROUND.
 GV0465
 GV0465                          STATION RECOVERY (1996)
 GV0465
 GV0465'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV0465'RECOVERED IN GOOD CONDITION.
 GV0465
 GV0465                          STATION RECOVERY (2000)
 GV0465
 GV0465'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV0465'RECOVERED IN GOOD CONDITION.
 GV0465
 GV0465                          STATION RECOVERY (2001)
 GV0465
 GV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV0465'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0182 ***********************************************************************
 GV0182  DESIGNATION -  F 455
 GV0182  PID         -  GV0182
 GV0182  STATE/COUNTY-  VA/C OF HAMPTON
 GV0182  USGS QUAD   -  NEWPORT NEWS NORTH (1986)
 GV0182
 GV0182                         *CURRENT SURVEY CONTROL
 GV0182  ___________________________________________________________________
 GV0182* NAD 83(1986)-  37 00 35.     (N)    076 23 27.     (W)     SCALED    
 GV0182* NAVD 88     -         3.957  (meters)      12.98   (feet)  ADJUSTED  
 GV0182  ___________________________________________________________________
 GV0182  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 GV0182  DYNAMIC HT  -           3.954 (meters)      12.97  (feet)  COMP
 GV0182  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 GV0182
 GV0182  VERT ORDER  -  FIRST     CLASS I
 GV0182
 GV0182.The horizontal coordinates were scaled from a topographic map and have
 GV0182.an estimated accuracy of +/- 6 seconds.
 GV0182
 GV0182.The orthometric height was determined by differential leveling
 GV0182.and adjusted by the National Geodetic Survey in June 1991..
 GV0182
 GV0182.The geoid height was determined by GEOID03.
 GV0182
 GV0182.The dynamic height is computed by dividing the NAVD 88
 GV0182.geopotential number by the normal gravity value computed on the
 GV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0182.degrees latitude (g = 980.6199 gals.).
 GV0182
 GV0182.The modeled gravity was interpolated from observed gravity values.
 GV0182
 GV0182;                    North         East    Units  Estimated Accuracy
 GV0182;SPC VA S     - 1,077,160.    3,687,690.      MT  (+/- 180 meters Scaled)
 GV0182
 GV0182                          SUPERSEDED SURVEY CONTROL
 GV0182
 GV0182  NGVD 29 (??/??/??)    4.209  (m)           13.81   (f) ADJUSTED    1 1
 GV0182
 GV0182.Superseded values are not recommended for survey control.
 GV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0182.See file dsdata.txt to determine how the superseded data were derived.
 GV0182
 GV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF762968(NAD 83)
 GV0182_MARKER: DB = BENCH MARK DISK
 GV0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0182_SP_SET: 90 FEET
 GV0182_STAMPING: F 455 1971
 GV0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0182
 GV0182  HISTORY     - Date     Condition        Report By
 GV0182  HISTORY     - 1971     MONUMENTED       NGS
 GV0182  HISTORY     - 1978     MARK NOT FOUND   DMA
 GV0182  HISTORY     - 20030615 MARK NOT FOUND   GEOCAC
 GV0182
 GV0182                          STATION DESCRIPTION
 GV0182
 GV0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0182'AT HAMPTON.
 GV0182'AT HAMPTON, ABOUT 0.55 MILE NORTH ALONG EATON STREET FROM THE
 GV0182'POST OFFICE AT HAMPTON, THENCE 3.45 MILES WEST ALONG THE CHESAPEAKE
 GV0182'AND OHIO RAILWAY, THENCE 0.1 MILE NORTH ALONG G STREET, ON THE
 GV0182'PROPERTY OF THE VIRGINIA ELECTRIC AND POWER COMPANY, 34.3 FEET
 GV0182'NORTHEAST OF THE CENTER LINE OF G STREET, 112 FEET SOUTH OF THE
 GV0182'WEST CORNER OF THE POWER COMPANY BUILDING, 64.7 FEET WEST OF THE
 GV0182'WEST CORNER OF THE SOUTHEAST WING OF THE BUILDING, 17 1/2 FEET
 GV0182'NORTHWEST OF A PAVED DRIVEWAY, 13 FEET SOUTHWEST OF A METAL
 GV0182'LIGHTPOLE, 1 FOOT NORTH AND INSIDE OF A 90 DEGREE ANGLE IN A
 GV0182'HEDGE ROW, 1 FOOT ABOVE THE LEVEL OF THE STREET AND IS A DISK ON
 GV0182'THE TOP OF A COPPER COATED STEEL ROD 2 INCHES BELOW THE LEVEL OF
 GV0182'THE GROUND AND ENCASED IN A 6 INCH CONCRETE PIPE THAT IS 1 INCH
 GV0182'BELOW THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 GV0182'90 FEET.
 GV0182
 GV0182                          STATION RECOVERY (1978)
 GV0182
 GV0182'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0182'MARK NOT FOUND.
 GV0182
 GV0182                          STATION RECOVERY (2003)
 GV0182
 GV0182'RECOVERY NOTE BY GEOCACHING 2003 (RMA)
 GV0182'LANDMARKS DESCRIBED STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0850 ***********************************************************************
 GV0850  DESIGNATION -  F 456
 GV0850  PID         -  GV0850
 GV0850  STATE/COUNTY-  VA/KING AND QUEEN
 GV0850  USGS QUAD   -  WEST POINT (1986)
 GV0850
 GV0850                         *CURRENT SURVEY CONTROL
 GV0850  ___________________________________________________________________
 GV0850* NAD 83(1986)-  37 32 32.     (N)    076 45 05.     (W)     SCALED    
 GV0850* NAVD 88     -        15.240  (meters)      50.00   (feet)  ADJUSTED  
 GV0850  ___________________________________________________________________
 GV0850  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 GV0850  DYNAMIC HT  -          15.230 (meters)      49.97  (feet)  COMP
 GV0850  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 GV0850  OBS GRAVITY -     979,950.1   (mgal)                       GRAV_OBS
 GV0850
 GV0850  VERT ORDER  -  FIRST     CLASS I
 GV0850
 GV0850.The horizontal coordinates were scaled from a topographic map and have
 GV0850.an estimated accuracy of +/- 6 seconds.
 GV0850
 GV0850.The orthometric height was determined by differential leveling
 GV0850.and adjusted by the National Geodetic Survey in June 1991..
 GV0850
 GV0850.The geoid height was determined by GEOID03.
 GV0850
 GV0850.The dynamic height is computed by dividing the NAVD 88
 GV0850.geopotential number by the normal gravity value computed on the
 GV0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0850.degrees latitude (g = 980.6199 gals.).
 GV0850
 GV0850.The modeled gravity was interpolated from observed gravity values.
 GV0850.The observed gravity was obtained from relative gravimeter ties
 GV0850.to the IGSN71 gravity network.
 GV0850
 GV0850;                    North         East    Units  Estimated Accuracy
 GV0850;SPC VA S     - 1,135,590.    3,654,520.      MT  (+/- 180 meters Scaled)
 GV0850
 GV0850                          SUPERSEDED SURVEY CONTROL
 GV0850
 GV0850  NGVD 29 (??/??/??)   15.476  (m)           50.77   (f) ADJUSTED    1 1
 GV0850
 GV0850.Superseded values are not recommended for survey control.
 GV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0850.See file dsdata.txt to determine how the superseded data were derived.
 GV0850
 GV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG452564(NAD 83)
 GV0850_MARKER: DB = BENCH MARK DISK
 GV0850_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0850+WITH SETTING: INTO GROUND
 GV0850_STAMPING: F 456 1971
 GV0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0850+STABILITY: SURFACE MOTION
 GV0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0850+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 GV0850
 GV0850  HISTORY     - Date     Condition        Report By
 GV0850  HISTORY     - 1971     MONUMENTED       NGS
 GV0850  HISTORY     - 1978     GOOD             DMA
 GV0850  HISTORY     - 1990     GOOD             USPSQD
 GV0850  HISTORY     - 19941213 GOOD             USPSQD
 GV0850  HISTORY     - 20000219 GOOD             USPSQD
 GV0850  HISTORY     - 20041110 GOOD             USPSQD
 GV0850  HISTORY     - 20060307 GOOD             USPSQD
 GV0850
 GV0850                          STATION DESCRIPTION
 GV0850
 GV0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0850'1 MI W FROM SHACKLEFORDS.
 GV0850'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 GV0850'AT SHACKLEFORDS, 103 FEET NORTHEAST OF AND ACROSS A PAVED ROAD
 GV0850'FROM THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING (TIDEWATER
 GV0850'TELEPHONE CO. BLDG), 75.6 FEET NORTHWEST OF AND ACROSS A NARROW
 GV0850'DITCH FROM A 30-INCH OAK TREE, 44 FEET EAST OF A PAVED ROAD, 33
 GV0850'FEET SOUTH OF THE SOUTH LANE OF STATE HIGHWAY 33, 11.7 FEET SOUTH
 GV0850'OF A STEEL GUARD RAIL, 8 1/2 FEET SOUTH OF A POWER LINE POLE
 GV0850'BRACED BY A GUY WIRE, 3.8 FEET NORTH OF THE BASE OF A GUY WIRE,
 GV0850'1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 GV0850'THE HIGHWAY, AND ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 GV0850'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 3 INCHES BELOW THE
 GV0850'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH CONCRETE PIPE WHICH
 GV0850'IS FLUSH WITH THE GROUND.
 GV0850
 GV0850                          STATION RECOVERY (1978)
 GV0850
 GV0850'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0850'RECOVERED IN GOOD CONDITION.
 GV0850
 GV0850                          STATION RECOVERY (1990)
 GV0850
 GV0850'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR)
 GV0850'RECOVERED IN GOOD CONDITION.
 GV0850
 GV0850                          STATION RECOVERY (1994)
 GV0850
 GV0850'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0850'RECOVERED IN GOOD CONDITION.
 GV0850
 GV0850                          STATION RECOVERY (2000)
 GV0850
 GV0850'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV0850'RECOVERED IN GOOD CONDITION.
 GV0850
 GV0850                          STATION RECOVERY (2004)
 GV0850
 GV0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV0850'RECOVERED IN GOOD CONDITION.
 GV0850
 GV0850                          STATION RECOVERY (2006)
 GV0850
 GV0850'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0577 ***********************************************************************
 GV0577  DESIGNATION -  F 457
 GV0577  PID         -  GV0577
 GV0577  STATE/COUNTY-  VA/GLOUCESTER
 GV0577  USGS QUAD   -  GLOUCESTER (1986)
 GV0577
 GV0577                         *CURRENT SURVEY CONTROL
 GV0577  ___________________________________________________________________
 GV0577* NAD 83(1986)-  37 23 40.     (N)    076 31 40.     (W)     SCALED    
 GV0577* NAVD 88     -        22.755  (meters)      74.66   (feet)  ADJUSTED  
 GV0577  ___________________________________________________________________
 GV0577  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 GV0577  DYNAMIC HT  -          22.739 (meters)      74.60  (feet)  COMP
 GV0577  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 GV0577
 GV0577  VERT ORDER  -  FIRST     CLASS I
 GV0577
 GV0577.This mark is at Francis J Mellar Fld Airport (W57)
 GV0577
 GV0577.The horizontal coordinates were scaled from a topographic map and have
 GV0577.an estimated accuracy of +/- 6 seconds.
 GV0577
 GV0577.The orthometric height was determined by differential leveling
 GV0577.and adjusted by the National Geodetic Survey in June 1991..
 GV0577
 GV0577.The geoid height was determined by GEOID03.
 GV0577
 GV0577.The dynamic height is computed by dividing the NAVD 88
 GV0577.geopotential number by the normal gravity value computed on the
 GV0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0577.degrees latitude (g = 980.6199 gals.).
 GV0577
 GV0577.The modeled gravity was interpolated from observed gravity values.
 GV0577
 GV0577;                    North         East    Units  Estimated Accuracy
 GV0577;SPC VA S     - 1,119,580.    3,674,620.      MT  (+/- 180 meters Scaled)
 GV0577
 GV0577                          SUPERSEDED SURVEY CONTROL
 GV0577
 GV0577  NGVD 29 (??/??/??)   22.994  (m)           75.44   (f) ADJUSTED    1 1
 GV0577
 GV0577.Superseded values are not recommended for survey control.
 GV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0577.See file dsdata.txt to determine how the superseded data were derived.
 GV0577
 GV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG647397(NAD 83)
 GV0577_MARKER: DB = BENCH MARK DISK
 GV0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GV0577_SP_SET: CONCRETE BASE
 GV0577_STAMPING: F 457 1971
 GV0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0577+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0577
 GV0577  HISTORY     - Date     Condition        Report By
 GV0577  HISTORY     - 1971     MONUMENTED       NGS
 GV0577  HISTORY     - 19970129 GOOD             USPSQD
 GV0577  HISTORY     - 20011109 GOOD             JCLS
 GV0577  HISTORY     - 20020111 GOOD             USPSQD
 GV0577  HISTORY     - 20060214 GOOD             USPSQD
 GV0577
 GV0577                          STATION DESCRIPTION
 GV0577
 GV0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0577'1.9 MI SE FROM GLOUCESTER.
 GV0577'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE POST
 GV0577'OFFICE AT GLOUCESTER, AT THE GLOUCESTER AIRPORT, SET ON THE TOP
 GV0577'OF THE CONCRETE BASE SUPPORTING THE BEACON TOWER AT THE AIRPORT,
 GV0577'AT THE SOUTHEAST EDGE OF THE GRASS RUNWAY, 138 FEET SOUTHWEST OF
 GV0577'THE CENTER LINE OF A SAND ROAD LEADING TO AIRPORT FROM THE
 GV0577'HIGHWAY, 0.8 FOOT NORTHEAST OF THE NORTHEAST LEG OF THE BEACON
 GV0577'TOWER AND FLUSH WITH THE GROUND.
 GV0577
 GV0577                          STATION RECOVERY (1997)
 GV0577
 GV0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0577'RECOVERED IN GOOD CONDITION.
 GV0577
 GV0577                          STATION RECOVERY (2001)
 GV0577
 GV0577'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 GV0577'RECOVERED IN GOOD CONDITION.
 GV0577
 GV0577                          STATION RECOVERY (2002)
 GV0577
 GV0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0577'RECOVERED IN GOOD CONDITION.
 GV0577
 GV0577                          STATION RECOVERY (2006)
 GV0577
 GV0577'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0002 ***********************************************************************
 GV0002  DESIGNATION -  F 458
 GV0002  PID         -  GV0002
 GV0002  STATE/COUNTY-  VA/MIDDLESEX
 GV0002  USGS QUAD   -  WILTON (1992)
 GV0002
 GV0002                         *CURRENT SURVEY CONTROL
 GV0002  ___________________________________________________________________
 GV0002* NAD 83(1986)-  37 35 19.     (N)    076 28 25.     (W)     SCALED    
 GV0002* NAVD 88     -        11.838  (meters)      38.84   (feet)  ADJUSTED  
 GV0002  ___________________________________________________________________
 GV0002  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 GV0002  DYNAMIC HT  -          11.830 (meters)      38.81  (feet)  COMP
 GV0002  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 GV0002
 GV0002  VERT ORDER  -  FIRST     CLASS I
 GV0002
 GV0002.The horizontal coordinates were scaled from a topographic map and have
 GV0002.an estimated accuracy of +/- 6 seconds.
 GV0002
 GV0002.The orthometric height was determined by differential leveling
 GV0002.and adjusted by the National Geodetic Survey in June 1991..
 GV0002
 GV0002.The geoid height was determined by GEOID03.
 GV0002
 GV0002.The dynamic height is computed by dividing the NAVD 88
 GV0002.geopotential number by the normal gravity value computed on the
 GV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0002.degrees latitude (g = 980.6199 gals.).
 GV0002
 GV0002.The modeled gravity was interpolated from observed gravity values.
 GV0002
 GV0002;                    North         East    Units  Estimated Accuracy
 GV0002;SPC VA S     - 1,141,230.    3,678,950.      MT  (+/- 180 meters Scaled)
 GV0002
 GV0002                          SUPERSEDED SURVEY CONTROL
 GV0002
 GV0002  NGVD 29 (??/??/??)   12.079  (m)           39.63   (f) ADJUSTED    1 1
 GV0002
 GV0002.Superseded values are not recommended for survey control.
 GV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0002.See file dsdata.txt to determine how the superseded data were derived.
 GV0002
 GV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG698611(NAD 83)
 GV0002_MARKER: DB = BENCH MARK DISK
 GV0002_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0002+WITH SETTING: INTO GROUND
 GV0002_STAMPING: F 458 1971
 GV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0002+STABILITY: SURFACE MOTION
 GV0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0002+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 GV0002
 GV0002  HISTORY     - Date     Condition        Report By
 GV0002  HISTORY     - 1971     MONUMENTED       NGS
 GV0002  HISTORY     - 1989     GOOD             USPSQD
 GV0002  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 GV0002  HISTORY     - 20030322 GOOD             USPSQD
 GV0002  HISTORY     - 20060110 GOOD             USPSQD
 GV0002
 GV0002                          STATION DESCRIPTION
 GV0002
 GV0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0002'0.9 MI NE FROM HARMONY VILLAGE.
 GV0002'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 GV0002'OF STATE HIGHWAYS 3 AND 33 AT HARMONY VILLAGE, 0.05 MILE NORTHEAST
 GV0002'OF THE JUNCTION OF STATE HIGHWAY 624, 51 FEET SOUTHEAST OF THE
 GV0002'CENTER LINE OF THE HIGHWAY, 182.0 FEET NORTHEAST OF THE NORTH
 GV0002'CORNER OF THE POST OFFICE BUILDING AT TOPPING, 20 1/2 FEET
 GV0002'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE,
 GV0002'1 1/2 FEET NORTHEAST OF POWER POLE NUMBER 65795, 1.0 FOOT
 GV0002'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 GV0002'OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 GV0002'COATED ROD THAT IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS
 GV0002'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS LEVEL WITH THE
 GV0002'GROUND.  THE ROD IS ATTACHED TO A METAL BASE PLATE.
 GV0002
 GV0002                          STATION RECOVERY (1989)
 GV0002
 GV0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAB)
 GV0002'RECOVERED IN GOOD CONDITION.
 GV0002
 GV0002                          STATION RECOVERY (1998)
 GV0002
 GV0002'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV0002'MARK NOT FOUND.
 GV0002
 GV0002                          STATION RECOVERY (2003)
 GV0002
 GV0002'RECOVERY NOTE BY US POWER SQUADRON 2003 (JB)
 GV0002'DESCRIPTION CORRECTION, MARK IS 102 FEET FROM THE NORTHEAST CORNER OF
 GV0002'TOPPING POST OFFICE AND 1 FOOT NORTHWEST OF POWER POLE MARKED PD28
 GV0002
 GV0002                          STATION RECOVERY (2006)
 GV0002
 GV0002'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0108 ***********************************************************************
 HW0108  DESIGNATION -  F 46
 HW0108  PID         -  HW0108
 HW0108  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0108  USGS QUAD   -  WASHINGTON (1994)
 HW0108
 HW0108                         *CURRENT SURVEY CONTROL
 HW0108  ___________________________________________________________________
 HW0108* NAD 83(1986)-  38 40 31.     (N)    078 12 39.     (W)     SCALED    
 HW0108* NAVD 88     -       225.210  (meters)     738.88   (feet)  ADJUSTED  
 HW0108  ___________________________________________________________________
 HW0108  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HW0108  DYNAMIC HT  -         225.061 (meters)     738.39  (feet)  COMP
 HW0108  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 HW0108
 HW0108  VERT ORDER  -  SECOND    CLASS 0
 HW0108
 HW0108.The horizontal coordinates were scaled from a topographic map and have
 HW0108.an estimated accuracy of +/- 6 seconds.
 HW0108
 HW0108.The orthometric height was determined by differential leveling
 HW0108.and adjusted by the National Geodetic Survey in June 1991..
 HW0108
 HW0108.The geoid height was determined by GEOID03.
 HW0108
 HW0108.The dynamic height is computed by dividing the NAVD 88
 HW0108.geopotential number by the normal gravity value computed on the
 HW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0108.degrees latitude (g = 980.6199 gals.).
 HW0108
 HW0108.The modeled gravity was interpolated from observed gravity values.
 HW0108
 HW0108;                    North         East    Units  Estimated Accuracy
 HW0108;SPC VA N     - 2,111,990.    3,525,160.      MT  (+/- 180 meters Scaled)
 HW0108
 HW0108                          SUPERSEDED SURVEY CONTROL
 HW0108
 HW0108  NGVD 29 (??/??/92)  225.408  (m)          739.53   (f) ADJ UNCH    2 0
 HW0108
 HW0108.Superseded values are not recommended for survey control.
 HW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0108.See file dsdata.txt to determine how the superseded data were derived.
 HW0108
 HW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC426844(NAD 83)
 HW0108_MARKER: DB = BENCH MARK DISK
 HW0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0108_STAMPING: F 46 739.470 1934
 HW0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0108+STABILITY: SURFACE MOTION
 HW0108
 HW0108  HISTORY     - Date     Condition        Report By
 HW0108  HISTORY     - 1934     MONUMENTED       CGS
 HW0108  HISTORY     - 1965     MARK NOT FOUND   NGS
 HW0108
 HW0108                          STATION DESCRIPTION
 HW0108
 HW0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HW0108'1.6 MI NE FROM SPERRYVILLE.
 HW0108'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE
 HW0108'AT SPERRYVILLE, RAPPAHANNOCK COUNTY, ABOUT 250 YARDS WEST OF
 HW0108'WALNUT LODGE, 37 FEET NORTHWEST OF THE CENTER LINE OF THE
 HW0108'HIGHWAY, 20 FEET NORTH OF A 1-FOOT WILD CHERRY TREE, 3 FEET
 HW0108'NORTHEAST OF POLE 56, IN LINE WITH THE ROW OF POLES, 1 FOOT
 HW0108'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 HW0108'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 739.470 F 46 1934
 HW0108'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0060 ***********************************************************************
 GV0060  DESIGNATION -  F 460
 GV0060  PID         -  GV0060
 GV0060  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV0060  USGS QUAD   -  HEATHSVILLE (1992)
 GV0060
 GV0060                         *CURRENT SURVEY CONTROL
 GV0060  ___________________________________________________________________
 GV0060* NAD 83(1986)-  37 53 31.     (N)    076 23 05.     (W)     SCALED    
 GV0060* NAVD 88     -        28.376  (meters)      93.10   (feet)  ADJUSTED  
 GV0060  ___________________________________________________________________
 GV0060  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 GV0060  DYNAMIC HT  -          28.357 (meters)      93.03  (feet)  COMP
 GV0060  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 GV0060
 GV0060  VERT ORDER  -  FIRST     CLASS I
 GV0060
 GV0060.The horizontal coordinates were scaled from a topographic map and have
 GV0060.an estimated accuracy of +/- 6 seconds.
 GV0060
 GV0060.The orthometric height was determined by differential leveling
 GV0060.and adjusted by the National Geodetic Survey in June 1991..
 GV0060
 GV0060.The geoid height was determined by GEOID03.
 GV0060
 GV0060.The dynamic height is computed by dividing the NAVD 88
 GV0060.geopotential number by the normal gravity value computed on the
 GV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0060.degrees latitude (g = 980.6199 gals.).
 GV0060
 GV0060.The modeled gravity was interpolated from observed gravity values.
 GV0060
 GV0060;                    North         East    Units  Estimated Accuracy
 GV0060;SPC VA S     - 1,175,060.    3,686,040.      MT  (+/- 180 meters Scaled)
 GV0060
 GV0060                          SUPERSEDED SURVEY CONTROL
 GV0060
 GV0060  NGVD 29 (??/??/??)   28.620  (m)           93.90   (f) ADJUSTED    1 1
 GV0060
 GV0060.Superseded values are not recommended for survey control.
 GV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0060.See file dsdata.txt to determine how the superseded data were derived.
 GV0060
 GV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG782947(NAD 83)
 GV0060_MARKER: DB = BENCH MARK DISK
 GV0060_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GV0060+WITH SETTING: INTO GROUND
 GV0060_STAMPING: F 460 1971
 GV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0060+STABILITY: SURFACE MOTION
 GV0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0060+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 GV0060
 GV0060  HISTORY     - Date     Condition        Report By
 GV0060  HISTORY     - 1971     MONUMENTED       NGS
 GV0060  HISTORY     - 1989     GOOD             USPSQD
 GV0060  HISTORY     - 19910902 GOOD             USPSQD
 GV0060  HISTORY     - 19940522 GOOD             USPSQD
 GV0060  HISTORY     - 20020307 GOOD             USPSQD
 GV0060  HISTORY     - 20051026 GOOD             USPSQD
 GV0060
 GV0060                          STATION DESCRIPTION
 GV0060
 GV0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0060'2 MI W FROM BURGESS.
 GV0060'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 360 FROM THE JUNCTION OF
 GV0060'STATE HIGHWAY 200 AT BURGESS, 24 1/2 FEET SOUTH OF THE CENTER
 GV0060'LINE OF THE HIGHWAY, 59.0 FEET NORTH OF THE NORTHWEST CORNER OF
 GV0060'A BRICK HOUSE, 3 FEET WEST OF TELEPHONE POLE NUMBER 200, 1.2 FEET
 GV0060'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 GV0060'ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 GV0060'ATTACHED TO A METAL BASE PLATE.  THE DISK IS 2 INCHES BELOW THE
 GV0060'SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH ORANGEBURG
 GV0060'PIPE THAT IS LEVEL WITH THE GROUND.
 GV0060
 GV0060                          STATION RECOVERY (1989)
 GV0060
 GV0060'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCR)
 GV0060'RECOVERED IN GOOD CONDITION.
 GV0060
 GV0060                          STATION RECOVERY (1991)
 GV0060
 GV0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0060'RECOVERED IN GOOD CONDITION.
 GV0060
 GV0060                          STATION RECOVERY (1994)
 GV0060
 GV0060'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV0060'RECOVERED IN GOOD CONDITION.
 GV0060
 GV0060                          STATION RECOVERY (2002)
 GV0060
 GV0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV0060'RECOVERED IN GOOD CONDITION.
 GV0060
 GV0060                          STATION RECOVERY (2005)
 GV0060
 GV0060'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0895 ***********************************************************************
 GV0895  DESIGNATION -  F 461
 GV0895  PID         -  GV0895
 GV0895  STATE/COUNTY-  VA/ESSEX
 GV0895  USGS QUAD   -  DUNNSVILLE (1985)
 GV0895
 GV0895                         *CURRENT SURVEY CONTROL
 GV0895  ___________________________________________________________________
 GV0895* NAD 83(1986)-  37 48 16.     (N)    076 46 46.     (W)     SCALED    
 GV0895* NAVD 88     -        38.558  (meters)     126.50   (feet)  ADJUSTED  
 GV0895  ___________________________________________________________________
 GV0895  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 GV0895  DYNAMIC HT  -          38.532 (meters)     126.42  (feet)  COMP
 GV0895  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 GV0895
 GV0895  VERT ORDER  -  FIRST     CLASS I
 GV0895
 GV0895.The horizontal coordinates were scaled from a topographic map and have
 GV0895.an estimated accuracy of +/- 6 seconds.
 GV0895
 GV0895.The orthometric height was determined by differential leveling
 GV0895.and adjusted by the National Geodetic Survey in June 1991..
 GV0895
 GV0895.The geoid height was determined by GEOID03.
 GV0895
 GV0895.The dynamic height is computed by dividing the NAVD 88
 GV0895.geopotential number by the normal gravity value computed on the
 GV0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0895.degrees latitude (g = 980.6199 gals.).
 GV0895
 GV0895.The modeled gravity was interpolated from observed gravity values.
 GV0895
 GV0895;                    North         East    Units  Estimated Accuracy
 GV0895;SPC VA S     - 1,164,640.    3,651,510.      MT  (+/- 180 meters Scaled)
 GV0895
 GV0895                          SUPERSEDED SURVEY CONTROL
 GV0895
 GV0895  NGVD 29 (??/??/??)   38.800  (m)          127.30   (f) ADJUSTED    1 1
 GV0895
 GV0895.Superseded values are not recommended for survey control.
 GV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0895.See file dsdata.txt to determine how the superseded data were derived.
 GV0895
 GV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG433856(NAD 83)
 GV0895_MARKER: DB = BENCH MARK DISK
 GV0895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GV0895_SP_SET: 69 1/2 FEET
 GV0895_STAMPING: F 461 1971
 GV0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV0895
 GV0895  HISTORY     - Date     Condition        Report By
 GV0895  HISTORY     - 1971     MONUMENTED       NGS
 GV0895  HISTORY     - 1978     GOOD             DMA
 GV0895  HISTORY     - 19950402 MARK NOT FOUND   USPSQD
 GV0895  HISTORY     - 19990327 MARK NOT FOUND   USPSQD
 GV0895  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 GV0895
 GV0895                          STATION DESCRIPTION
 GV0895
 GV0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GV0895'AT CENTER CROSS.
 GV0895'AT CENTER CROSS, AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 GV0895'HIGHWAY 684, 121 FEET SOUTHWEST OF AND ACROSS U.S. HIGHWAY 17 FROM
 GV0895'THE CENTER CROSS POST OFFICE AND GENERAL STORE, 54 FEET SOUTHWEST
 GV0895'OF THE CENTER LINE OF THE PRESENT U.S. HIGHWAY 17, 120 FEET SOUTH
 GV0895'OF THE CENTER LINE OF STATE HIGHWAY 684, 19 FEET NORTHWEST OF A
 GV0895'24-INCH COTTONWOOD TREE, 8 1/2 FEET SOUTHEAST OF A CONCRETE
 GV0895'RIGHT-OF-WAY MARKER, 8 FEET SOUTHEAST OF POWER LINE POLE 559-F 6,
 GV0895'13.8 FEET NORTHWEST OF A CONCRETE CISTERN, 1.2 FEET NORTHWEST OF A
 GV0895'METAL WITNESS POST, 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 GV0895'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 3
 GV0895'INCHES BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH PIPE
 GV0895'THAT IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 GV0895'TO REFUSAL AT A DEPTH OF 69 1/2 FEET.
 GV0895
 GV0895                          STATION RECOVERY (1978)
 GV0895
 GV0895'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 GV0895'MARK IS 7 FT. SOUTH SOUTHEAST OF POWER LINE POLE HJ97 WITNESS POST
 GV0895'MISSING.
 GV0895
 GV0895                          STATION RECOVERY (1995)
 GV0895
 GV0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV0895'MARK NOT FOUND.
 GV0895
 GV0895                          STATION RECOVERY (1999)
 GV0895
 GV0895'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV0895'MARK NOT FOUND.
 GV0895
 GV0895                          STATION RECOVERY (2004)
 GV0895
 GV0895'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2978 ***********************************************************************
 HV2978  DESIGNATION -  F 462
 HV2978  PID         -  HV2978
 HV2978  STATE/COUNTY-  VA/KING GEORGE
 HV2978  USGS QUAD   -  PORT ROYAL (1968)
 HV2978
 HV2978                         *CURRENT SURVEY CONTROL
 HV2978  ___________________________________________________________________
 HV2978* NAD 83(1986)-  38 13 36.     (N)    077 09 05.     (W)     SCALED    
 HV2978* NAVD 88     -        51.718  (meters)     169.68   (feet)  ADJUSTED  
 HV2978  ___________________________________________________________________
 HV2978  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HV2978  DYNAMIC HT  -          51.685 (meters)     169.57  (feet)  COMP
 HV2978  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 HV2978
 HV2978  VERT ORDER  -  FIRST     CLASS II
 HV2978
 HV2978.The horizontal coordinates were scaled from a topographic map and have
 HV2978.an estimated accuracy of +/- 6 seconds.
 HV2978
 HV2978.The orthometric height was determined by differential leveling
 HV2978.and adjusted by the National Geodetic Survey in June 1991..
 HV2978
 HV2978.The geoid height was determined by GEOID03.
 HV2978
 HV2978.The dynamic height is computed by dividing the NAVD 88
 HV2978.geopotential number by the normal gravity value computed on the
 HV2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2978.degrees latitude (g = 980.6199 gals.).
 HV2978
 HV2978.The modeled gravity was interpolated from observed gravity values.
 HV2978
 HV2978;                    North         East    Units  Estimated Accuracy
 HV2978;SPC VA N     - 2,063,030.    3,618,080.      MT  (+/- 180 meters Scaled)
 HV2978
 HV2978                          SUPERSEDED SURVEY CONTROL
 HV2978
 HV2978  NGVD 29 (??/??/??)   51.960  (m)          170.47   (f) ADJUSTED    1 2
 HV2978
 HV2978.Superseded values are not recommended for survey control.
 HV2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2978.See file dsdata.txt to determine how the superseded data were derived.
 HV2978
 HV2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH116331(NAD 83)
 HV2978_MARKER: DB = BENCH MARK DISK
 HV2978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2978_SP_SET: CATCH BASIN
 HV2978_STAMPING: F 462 1971
 HV2978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2978+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV2978
 HV2978  HISTORY     - Date     Condition        Report By
 HV2978  HISTORY     - 1971     MONUMENTED       NGS
 HV2978  HISTORY     - 19981202 GOOD             USPSQD
 HV2978  HISTORY     - 20031209 GOOD             USPSQD
 HV2978
 HV2978                          STATION DESCRIPTION
 HV2978
 HV2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2978'3.3 MI SE FROM KING GEORGE.
 HV2978'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 HV2978'COURTHOUSE AT KING GEORGE, THENCE 0.8 MILE SOUTHWEST ALONG
 HV2978'U.S. HIGHWAY 301, IN THE CENTER OF THE MEDIAN OF THE 4 LANED
 HV2978'HIGHWAY, 137 FEET NORTHWEST OF AND ACROSS THE EAST LANE OF THE
 HV2978'HIGHWAY FROM POWER LINE POLE 4319 BEARING A TRANSFORMER, 37 FEET
 HV2978'WEST OF THE CENTER LINE OF THE EAST LANE OF THE HIGHWAY, 30 FEET
 HV2978'EAST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY, 13 FEET
 HV2978'EAST OF A STEEL GUARD RAIL POST, 212 FEET NORTH OF THE CENTER
 HV2978'LINE OF A PAVED CROSSOVER BETWEEN THE LANES OF THE HIGHWAY, SET
 HV2978'ON THE TOP OF THE NORTHEAST CORNER OF A 4-BY-4-FOOT CONCRETE
 HV2978'CATCH BASIN AND 3 FEET BELOW THE EAST LANE OF THE HIGHWAY.
 HV2978
 HV2978                          STATION RECOVERY (1998)
 HV2978
 HV2978'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2978'RECOVERED IN GOOD CONDITION.
 HV2978
 HV2978                          STATION RECOVERY (2003)
 HV2978
 HV2978'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV2978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2888 ***********************************************************************
 HV2888  DESIGNATION -  F 463
 HV2888  PID         -  HV2888
 HV2888  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV2888  USGS QUAD   -  GUINEA (1966)
 HV2888
 HV2888                         *CURRENT SURVEY CONTROL
 HV2888  ___________________________________________________________________
 HV2888* NAD 83(1993)-  38 13 57.47322(N)    077 24 18.46551(W)     ADJUSTED  
 HV2888* NAVD 88     -        20.352  (meters)      66.77   (feet)  ADJUSTED  
 HV2888  ___________________________________________________________________
 HV2888  X           -   1,093,873.148 (meters)                     COMP
 HV2888  Y           -  -4,895,765.852 (meters)                     COMP
 HV2888  Z           -   3,925,751.944 (meters)                     COMP
 HV2888  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV2888  ELLIP HEIGHT-         -12.18  (meters)          (06/12/06) GPS OBS
 HV2888  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV2888  DYNAMIC HT  -          20.340 (meters)      66.73  (feet)  COMP
 HV2888  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 HV2888  OBS GRAVITY -     980,022.6   (mgal)                       GRAV_OBS
 HV2888
 HV2888  HORZ ORDER  -  FIRST
 HV2888  VERT ORDER  -  FIRST     CLASS I
 HV2888  ELLP ORDER  -  FOURTH    CLASS I
 HV2888
 HV2888.The horizontal coordinates were established by GPS observations
 HV2888.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2006..
 HV2888
 HV2888.The orthometric height was determined by differential leveling
 HV2888.and adjusted by the National Geodetic Survey in June 1991..
 HV2888
 HV2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV2888
 HV2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV2888
 HV2888.The ellipsoidal height was determined by GPS observations
 HV2888.and is referenced to NAD 83.
 HV2888
 HV2888.The geoid height was determined by GEOID03.
 HV2888
 HV2888.The dynamic height is computed by dividing the NAVD 88
 HV2888.geopotential number by the normal gravity value computed on the
 HV2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2888.degrees latitude (g = 980.6199 gals.).
 HV2888
 HV2888.The modeled gravity was interpolated from observed gravity values.
 HV2888.The observed gravity was obtained from relative gravimeter ties
 HV2888.to the IGSN71 gravity network.
 HV2888
 HV2888;                    North         East     Units Scale Factor Converg.
 HV2888;SPC VA N     - 2,063,392.414 3,595,855.542   MT  0.99997081   +0 40 60.0
 HV2888;SPC VA N     - 6,769,646.61 11,797,402.72   sFT  0.99997081   +0 40 60.0
 HV2888;UTM  18      - 4,234,361.688   289,490.259   MT  1.00014579   -1 29 20.3
 HV2888
 HV2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV2888!SPC VA N     -   1.00000191  x   0.99997081  =   0.99997272
 HV2888!UTM  18      -   1.00000191  x   1.00014579  =   1.00014770
 HV2888
 HV2888                          SUPERSEDED SURVEY CONTROL
 HV2888
 HV2888  NAD 83(1993)-  38 13 57.47573(N)    077 24 18.46548(W) AD(       ) 1
 HV2888  ELLIP H (02/24/03)  -12.17   (m)                       GP(       ) 4 1
 HV2888  NAVD 88 (02/24/03)   20.35   (m)           66.8    (f) LEVELING    3  
 HV2888  NGVD 29 (??/??/??)   20.601  (m)           67.59   (f) ADJUSTED    1 1
 HV2888
 HV2888.Superseded values are not recommended for survey control.
 HV2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2888.See file dsdata.txt to determine how the superseded data were derived.
 HV2888
 HV2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8949034362(NAD 83)
 HV2888_MARKER: DV = VERTICAL CONTROL DISK
 HV2888_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 HV2888_SP_SET: UNSPECIFIED DEEP
 HV2888_STAMPING: F 463 1971
 HV2888_MARK LOGO: CGS   
 HV2888_PROJECTION: FLUSH
 HV2888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2888+STABILITY: SURFACE MOTION
 HV2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2888+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HV2888
 HV2888  HISTORY     - Date     Condition        Report By
 HV2888  HISTORY     - 1971     MONUMENTED       CGS
 HV2888  HISTORY     - 1972     GOOD             NGS
 HV2888  HISTORY     - 1978     GOOD             DMA
 HV2888  HISTORY     - 1983     GOOD             NGS
 HV2888  HISTORY     - 19910828 GOOD             NGS
 HV2888  HISTORY     - 19981024 GOOD             USPSQD
 HV2888  HISTORY     - 20020625 GOOD             GEOMET
 HV2888  HISTORY     - 20060124 POOR             ENGGRO
 HV2888  HISTORY     - 20060301 GOOD             GEOMET
 HV2888
 HV2888                          STATION DESCRIPTION
 HV2888
 HV2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2888'5.8 MI SE FROM FREDERICKSBURG.
 HV2888'ABOUT 5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 AND STATE HIGHWAY
 HV2888'2 AT FREDERICKSBURG, AT THE JUNCTION OF THE ABOVE HIGHWAYS,
 HV2888'(STATE HIGHWAY 2 LEADS SOUTH FROM THE JUNCTION), 180 FEET
 HV2888'NORTHWEST OF THE NORTHWEST LANE OF U.S. HIGHWAY 17, 175 FEET
 HV2888'NORTHEAST OF THE NORTHEAST LANE OF U.S. HIGHWAY 17 AND STATE
 HV2888'HIGHWAY 2, 71 1/2 FEET NORTHEAST OF A FORKED ELM TREE LOCATED IN
 HV2888'A TRIANGULAR SHAPED PLOT, 10 1/2 FEET WEST OF POWER LINE POLE GC
 HV2888'73 AND BRACED BY GUY WIRES, 0.7 FOOT SOUTHWEST OF A WOVEN WIRE
 HV2888'FENCE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, 2 1/2 FEET
 HV2888'ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 HV2888'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 HV2888'GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 2 INCHES ABOVE
 HV2888'THE LEVEL OF THE GROUND.
 HV2888
 HV2888                          STATION RECOVERY (1978)
 HV2888
 HV2888'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2888'MARK IS 10.5 FT. WEST OF POWER LINE POLE GC 44. WITNESS SIGN HAS BEEN
 HV2888'MUTILATED BUT IS STILL THERE WITH THE METAL POST.
 HV2888
 HV2888                          STATION RECOVERY (1983)
 HV2888
 HV2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV2888'RECOVERED IN GOOD CONDITION.
 HV2888
 HV2888                          STATION RECOVERY (1991)
 HV2888
 HV2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV2888'FROM THE CORBIN POST OFFICE, ZIP CODE 22446, LOCATED ON STATE ROUTE 2
 HV2888'JUST NORTH OF THE JUNCTION OF STATE ROUTE 610 IN THE NORTHERN PART OF
 HV2888'CAROLINE COUNTY, GO NORTHERLY ON ROUTE 2 FOR 2.55 MI (4.10 KM) TO THE
 HV2888'JUNCTION OF US HIGHWAY 17 AT NEW POST.  TURN RIGHT AND GO EAST ON US
 HV2888'HIGHWAY 17 SOUTH FOR 0.1 MI (0.2 KM) TO A CUTTHROUGH IN THE MEDIAN ON
 HV2888'THE LEFT.  TURN LEFT THROUGH THE CUTTHROUGH CROSSING THE WESTBOUND
 HV2888'LANE OF US HIGHWAY 17 AND GO NORTH FOR 100 FT (30.5 M) TO THE END OF
 HV2888'THE BLACKTOP.  TURN LEFT AND GO WEST ON A DIM GRAVEL AND GRASS ROAD
 HV2888'FOR 100 FT (30.5 M) TO THE MARK ON THE RIGHT.  THE MARK IS A CGS
 HV2888'BENCH MARK DISK CLAMPED ON A ROD INSIDE A 6-INCH TILE PIPE PROJECTING
 HV2888'1-INCH ABOVE GROUND.  0.6 FT (0.2 M) EAST OF A WITNESS POST 10.3 FT
 HV2888'(3.1 M) WEST OF A POWER POLE NO. GC73 35 FT (10.7 M) SOUTHEAST OF
 HV2888'THE CENTER OF THE DIM GRASS AND GRAVEL ROAD 71 FT (21.6 M) SOUTHWEST
 HV2888'OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A GOLF DRIVING RANGE
 HV2888'107 FT (32.6 M) SOUTH OIF THE WEST END OF A SIGN INSCRIBED -NEW POST
 HV2888'GOLF RANGE- 162 FT (49.4 M) NORTH OF THE NORTH EDGE OF THE EXIT LANE
 HV2888'OF US HIGHWAY 17 ONTO STATE ROUTE 2
 HV2888
 HV2888                          STATION RECOVERY (1998)
 HV2888
 HV2888'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV2888'RECOVERED IN GOOD CONDITION.
 HV2888
 HV2888                          STATION RECOVERY (2002)
 HV2888
 HV2888'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 HV2888'RECOVERED AS DESCRIBED.  THIS STATION IS INTERVISIBLE WITH STATION
 HV2888'POST.
 HV2888' 
 HV2888' 
 HV2888' 
 HV2888' 
 HV2888' 
 HV2888' 
 HV2888' 
 HV2888'
 HV2888
 HV2888                          STATION RECOVERY (2006)
 HV2888
 HV2888'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2006 (BWJ)
 HV2888'TILE AROUND THE DISK IS BROKEN, DISK IS LOOSE
 HV2888
 HV2888                          STATION RECOVERY (2006)
 HV2888
 HV2888'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (KRO)
 HV2888'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2840 ***********************************************************************
 HV2840  DESIGNATION -  F 464
 HV2840  PID         -  HV2840
 HV2840  STATE/COUNTY-  VA/STAFFORD
 HV2840  USGS QUAD   -  WIDEWATER (1978)
 HV2840
 HV2840                         *CURRENT SURVEY CONTROL
 HV2840  ___________________________________________________________________
 HV2840* NAD 83(1986)-  38 29 56.     (N)    077 18 39.     (W)     SCALED    
 HV2840* NAVD 88     -         4.358  (meters)      14.30   (feet)  ADJUSTED  
 HV2840  ___________________________________________________________________
 HV2840  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HV2840  DYNAMIC HT  -           4.355 (meters)      14.29  (feet)  COMP
 HV2840  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 HV2840
 HV2840  VERT ORDER  -  FIRST     CLASS I
 HV2840
 HV2840.The horizontal coordinates were scaled from a topographic map and have
 HV2840.an estimated accuracy of +/- 6 seconds.
 HV2840
 HV2840.The orthometric height was determined by differential leveling
 HV2840.and adjusted by the National Geodetic Survey in June 1991..
 HV2840
 HV2840.The geoid height was determined by GEOID03.
 HV2840
 HV2840.The dynamic height is computed by dividing the NAVD 88
 HV2840.geopotential number by the normal gravity value computed on the
 HV2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2840.degrees latitude (g = 980.6199 gals.).
 HV2840
 HV2840.The modeled gravity was interpolated from observed gravity values.
 HV2840
 HV2840;                    North         East    Units  Estimated Accuracy
 HV2840;SPC VA N     - 2,093,050.    3,603,730.      MT  (+/- 180 meters Scaled)
 HV2840
 HV2840                          SUPERSEDED SURVEY CONTROL
 HV2840
 HV2840  NGVD 29 (??/??/??)    4.600  (m)           15.09   (f) ADJUSTED    1 1
 HV2840
 HV2840.Superseded values are not recommended for survey control.
 HV2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2840.See file dsdata.txt to determine how the superseded data were derived.
 HV2840
 HV2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH984637(NAD 83)
 HV2840_MARKER: DB = BENCH MARK DISK
 HV2840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV2840_SP_SET: BRIDGE SEAT
 HV2840_STAMPING: F 464 1971
 HV2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV2840
 HV2840  HISTORY     - Date     Condition        Report By
 HV2840  HISTORY     - 1971     MONUMENTED       NGS
 HV2840  HISTORY     - 1978     MARK NOT FOUND   DMA
 HV2840
 HV2840                          STATION DESCRIPTION
 HV2840
 HV2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV2840'2 MI SW FROM QUANTICO.
 HV2840'ABOUT 2.0 MILES SOUTHWEST ALONG THE RICHMOND, FREDERICKSBURG
 HV2840'AND POTOMAC RAILROAD FROM THE STATION AT QUANTICO, 0.15 MILE
 HV2840'SOUTHWEST OF MILEPOST 77, SET IN THE TOP OF THE SOUTHEAST END
 HV2840'OF THE SOUTHWEST CONCRETE BRIDGE SEAT ON THE SOUTHWEST ABUTMENT
 HV2840'OF A CONCRETE HIGHWAY BRIDGE OVER CHOPAWAMSIC CREEK, 87 FEET
 HV2840'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 15 1/2
 HV2840'FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD, AND ABOUT
 HV2840'3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 HV2840
 HV2840                          STATION RECOVERY (1978)
 HV2840
 HV2840'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2840'APPEARS TO HAVE BEEN COVERED UP WITH EXCESS OVERFLOW OF CONCRETE FROM
 HV2840'ANOTHER PROJECT WITH PROPER EQUIPMENT YOU COULD PROBABLY CLEAR THE
 HV2840'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1615 ***********************************************************************
 HV1615  DESIGNATION -  F 465
 HV1615  PID         -  HV1615
 HV1615  STATE/COUNTY-  VA/ARLINGTON
 HV1615  USGS QUAD   -  ALEXANDRIA (1994)
 HV1615
 HV1615                         *CURRENT SURVEY CONTROL
 HV1615  ___________________________________________________________________
 HV1615* NAD 83(1986)-  38 50 59.     (N)    077 02 54.     (W)     SCALED    
 HV1615* NAVD 88     -        13.877  (meters)      45.53   (feet)  ADJUSTED  
 HV1615  ___________________________________________________________________
 HV1615  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV1615  DYNAMIC HT  -          13.870 (meters)      45.51  (feet)  COMP
 HV1615  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 HV1615  OBS GRAVITY -     980,093.1   (mgal)                       GRAV_OBS
 HV1615
 HV1615  VERT ORDER  -  FIRST     CLASS II
 HV1615
 HV1615.The horizontal coordinates were scaled from a topographic map and have
 HV1615.an estimated accuracy of +/- 6 seconds.
 HV1615
 HV1615.The orthometric height was determined by differential leveling
 HV1615.and adjusted by the National Geodetic Survey in November 2000..
 HV1615.No vertical observational check was made to the station.
 HV1615
 HV1615.The geoid height was determined by GEOID03.
 HV1615
 HV1615.The dynamic height is computed by dividing the NAVD 88
 HV1615.geopotential number by the normal gravity value computed on the
 HV1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1615.degrees latitude (g = 980.6199 gals.).
 HV1615
 HV1615.The modeled gravity was interpolated from observed gravity values.
 HV1615.The observed gravity was obtained from relative gravimeter ties
 HV1615.to the IGSN71 gravity network.
 HV1615
 HV1615;                    North         East    Units  Estimated Accuracy
 HV1615;SPC VA N     - 2,132,320.    3,626,010.      MT  (+/- 180 meters Scaled)
 HV1615
 HV1615                          SUPERSEDED SURVEY CONTROL
 HV1615
 HV1615  NAVD 88 (06/15/91)   13.881  (m)           45.54   (f) UNKNOWN     1 1
 HV1615  NGVD 29 (??/??/??)   14.118  (m)           46.32   (f) ADJUSTED    1 1
 HV1615
 HV1615.Superseded values are not recommended for survey control.
 HV1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1615.See file dsdata.txt to determine how the superseded data were derived.
 HV1615
 HV1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ222020(NAD 83)
 HV1615_MARKER: DB = BENCH MARK DISK
 HV1615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV1615_SP_SET: BRIDGE
 HV1615_STAMPING: F 465 1971
 HV1615_MARK LOGO: CGS   
 HV1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV1615
 HV1615  HISTORY     - Date     Condition        Report By
 HV1615  HISTORY     - 1971     MONUMENTED       NGS
 HV1615  HISTORY     - 1978     GOOD             DMA
 HV1615  HISTORY     - 20000801 GOOD             NGS
 HV1615
 HV1615                          STATION DESCRIPTION
 HV1615
 HV1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HV1615'AT ARLINGTON.
 HV1615'AT ARLINGTON, ABOUT 1.7 MILES SOUTH ALONG THE MT. VERNON MEMORIAL
 HV1615'HIGHWAY FROM THE SOUTHWEST END OF THE RICHMOND, FREDERICKSBURG
 HV1615'AND POTOMAC RAILROAD BRIDGE OVER THE POTOMAC RIVER, SET IN THE
 HV1615'TOP OF THE SOUTHEAST END OF THE CONCRETE FOUNDATION FOR THE
 HV1615'NORTHEAST METAL GUARDRAIL ON THE STATE HIGHWAY 233 OVERPASS FOR
 HV1615'THE HIGHWAY, 86 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HV1615'SOUTHEAST LANES OF THE MT. VERNON MEMORIAL HIGHWAY, 31 FEET
 HV1615'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF STATE
 HV1615'HIGHWAY 233, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE
 HV1615'GUARDRAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATE HIGHWAY, AND
 HV1615'ABOUT 20 FEET ABOVE THE MT. VERNON HIGHWAY.
 HV1615
 HV1615                          STATION RECOVERY (1978)
 HV1615
 HV1615'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV1615'RECOVERED IN GOOD CONDITION.
 HV1615
 HV1615                          STATION RECOVERY (2000)
 HV1615
 HV1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RWA)
 HV1615'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0526 ***********************************************************************
 FW0526  DESIGNATION -  F 466
 FW0526  PID         -  FW0526
 FW0526  STATE/COUNTY-  VA/ACCOMACK
 FW0526  USGS QUAD   -  CHINCOTEAGUE EAST (1986)
 FW0526
 FW0526                         *CURRENT SURVEY CONTROL
 FW0526  ___________________________________________________________________
 FW0526* NAD 83(1986)-  37 57 59.     (N)    075 18 29.     (W)     SCALED    
 FW0526* NAVD 88     -         1.368  (meters)       4.49   (feet)  ADJUSTED  
 FW0526  ___________________________________________________________________
 FW0526  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 FW0526  DYNAMIC HT  -           1.367 (meters)       4.48  (feet)  COMP
 FW0526  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 FW0526
 FW0526  VERT ORDER  -  SECOND    CLASS I
 FW0526
 FW0526.The horizontal coordinates were scaled from a topographic map and have
 FW0526.an estimated accuracy of +/- 6 seconds.
 FW0526
 FW0526.The orthometric height was determined by differential leveling
 FW0526.and adjusted by the National Geodetic Survey in June 1991..
 FW0526
 FW0526.The geoid height was determined by GEOID03.
 FW0526
 FW0526.The dynamic height is computed by dividing the NAVD 88
 FW0526.geopotential number by the normal gravity value computed on the
 FW0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0526.degrees latitude (g = 980.6199 gals.).
 FW0526
 FW0526.The modeled gravity was interpolated from observed gravity values.
 FW0526
 FW0526;                    North         East    Units  Estimated Accuracy
 FW0526;SPC VA S     - 1,185,980.    3,780,430.      MT  (+/- 180 meters Scaled)
 FW0526
 FW0526                          SUPERSEDED SURVEY CONTROL
 FW0526
 FW0526  NGVD 29 (??/??/??)    1.613  (m)            5.29   (f) ADJUSTED    2 1
 FW0526
 FW0526.Superseded values are not recommended for survey control.
 FW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0526.See file dsdata.txt to determine how the superseded data were derived.
 FW0526
 FW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH729021(NAD 83)
 FW0526_MARKER: DB = BENCH MARK DISK
 FW0526_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FW0526+WITH SETTING: INTO GROUND
 FW0526_SP_SET: METAL ROD WITH BASE PLATE
 FW0526_STAMPING: F 466 1977
 FW0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0526+STABILITY: SURFACE MOTION
 FW0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0526+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 FW0526
 FW0526  HISTORY     - Date     Condition        Report By
 FW0526  HISTORY     - 1977     MONUMENTED       NGS
 FW0526  HISTORY     - 20031015 GOOD             USPSQD
 FW0526
 FW0526                          STATION DESCRIPTION
 FW0526
 FW0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FW0526'IN ASSATEAGUE ISLAND.
 FW0526'5.4 MILES NORTHEAST ALONG THE SERVICE ROAD FROM THE WILDLIFE
 FW0526'SERVICE MAINTENANCE YARD ON ASSATEAGUE ISLAND, 23 FEET WEST OFTHE
 FW0526'CENTERLINE OF THE ROAD.
 FW0526
 FW0526                          STATION RECOVERY (2003)
 FW0526
 FW0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (KN)
 FW0526'MARK IS AT THE BASE OF A STANDARD METAL WITNESS POST AND IS ENCASED IN
 FW0526'A 4 INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3390 ***********************************************************************
 GV3390  DESIGNATION -  F 467
 GV3390  PID         -  GV3390
 GV3390  STATE/COUNTY-  VA/C OF RICHMOND
 GV3390  USGS QUAD   -  RICHMOND (1994)
 GV3390
 GV3390                         *CURRENT SURVEY CONTROL
 GV3390  ___________________________________________________________________
 GV3390* NAD 83(1986)-  37 32 16.     (N)    077 26 04.     (W)     SCALED    
 GV3390* NAVD 88     -        30.934  (meters)     101.49   (feet)  ADJUSTED  
 GV3390  ___________________________________________________________________
 GV3390  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GV3390  DYNAMIC HT  -          30.913 (meters)     101.42  (feet)  COMP
 GV3390  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 GV3390  OBS GRAVITY -     979,946.0   (mgal)                       GRAV_OBS
 GV3390
 GV3390  VERT ORDER  -  FIRST     CLASS II
 GV3390
 GV3390.The horizontal coordinates were scaled from a topographic map and have
 GV3390.an estimated accuracy of +/- 6 seconds.
 GV3390
 GV3390.The orthometric height was determined by differential leveling
 GV3390.and adjusted by the National Geodetic Survey in June 1991..
 GV3390
 GV3390.The geoid height was determined by GEOID03.
 GV3390
 GV3390.The dynamic height is computed by dividing the NAVD 88
 GV3390.geopotential number by the normal gravity value computed on the
 GV3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3390.degrees latitude (g = 980.6199 gals.).
 GV3390
 GV3390.The modeled gravity was interpolated from observed gravity values.
 GV3390.The observed gravity was obtained from relative gravimeter ties
 GV3390.to the IGSN71 gravity network.
 GV3390
 GV3390;                    North         East    Units  Estimated Accuracy
 GV3390;SPC VA S     - 1,134,200.    3,594,170.      MT  (+/- 180 meters Scaled)
 GV3390
 GV3390                          SUPERSEDED SURVEY CONTROL
 GV3390
 GV3390.No superseded survey control is available for this station.
 GV3390
 GV3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG849573(NAD 83)
 GV3390_MARKER: DV = VERTICAL CONTROL DISK
 GV3390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV3390_SP_SET: BUILDING
 GV3390_STAMPING: F 467 1978
 GV3390_MARK LOGO: NGS   
 GV3390_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3390+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 GV3390
 GV3390  HISTORY     - Date     Condition        Report By
 GV3390  HISTORY     - 1978     MONUMENTED       NGS
 GV3390  HISTORY     - 1983     GOOD             NGS
 GV3390  HISTORY     - 1988     GOOD             USPSQD
 GV3390  HISTORY     - 19961006 GOOD             USPSQD
 GV3390  HISTORY     - 19971104 GOOD             NGS
 GV3390  HISTORY     - 20000220 GOOD             USPSQD
 GV3390  HISTORY     - 20040221 GOOD             USPSQD
 GV3390  HISTORY     - 20060313 GOOD             USPSQD
 GV3390
 GV3390                          STATION DESCRIPTION
 GV3390
 GV3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GV3390'IN RICHMOND.
 GV3390'AT THE RICHMOND MAIN POST OFFICE, 47 FEET SOUTHEAST OF THE CENTELINE
 GV3390'OF NORTH 10TH STREET, 22 FEET NORTHEAST OF THE NORTHEAST CURB LINE
 GV3390'OF EAST MAIN STREET, 20 FEET EAST-NORTHEAST OF A FIRE HYDRANT, SET
 GV3390'HORIZONTALLY IN AN INDENTATION IN THE SOUTHWEST FACE OF THE BUILDING,
 GV3390'8 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING.  NOTE=JUNCTION
 GV3390'BENCH MARK.
 GV3390'THE MARK IS 1 FT ABOVE THE SIDEWALK.
 GV3390
 GV3390                          STATION RECOVERY (1983)
 GV3390
 GV3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GV3390'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 GV3390'NOTE THAT THE CITY OF RICHMOND IS AN INDEPENDENT CITY AND IS NOT
 GV3390'INCLUDED IN HENRICO COUNTY.
 GV3390
 GV3390                          STATION RECOVERY (1988)
 GV3390
 GV3390'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM)
 GV3390'RECOVERED IN GOOD CONDITION.
 GV3390
 GV3390                          STATION RECOVERY (1996)
 GV3390
 GV3390'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3390'RECOVERED IN GOOD CONDITION.
 GV3390
 GV3390                          STATION RECOVERY (1997)
 GV3390
 GV3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 GV3390'RECOVERED AS DESCRIBED USING THE 1978 DESCRIPTION.  NOTE* THE BUILDING
 GV3390'THE DISK IS SET IN IS THE U.S.  COURTHOUSE BUILDING AND NOT THE MAIN
 GV3390'POST OFFICE.
 GV3390
 GV3390                          STATION RECOVERY (2000)
 GV3390
 GV3390'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3390'RECOVERED IN GOOD CONDITION.
 GV3390
 GV3390                          STATION RECOVERY (2004)
 GV3390
 GV3390'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3390'RECOVERED IN GOOD CONDITION.
 GV3390
 GV3390                          STATION RECOVERY (2006)
 GV3390
 GV3390'RECOVERY NOTE BY US POWER SQUADRON 2006
 GV3390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2236 ***********************************************************************
 FX2236  DESIGNATION -  F 468
 FX2236  PID         -  FX2236
 FX2236  STATE/COUNTY-  VA/C OF SUFFOLK
 FX2236  USGS QUAD   -  SUFFOLK (1997)
 FX2236
 FX2236                         *CURRENT SURVEY CONTROL
 FX2236  ___________________________________________________________________
 FX2236* NAD 83(1986)-  36 44 02.     (N)    076 35 05.     (W)     SCALED    
 FX2236* NAVD 88     -        10.086  (meters)      33.09   (feet)  ADJUSTED  
 FX2236  ___________________________________________________________________
 FX2236  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 FX2236  DYNAMIC HT  -          10.078 (meters)      33.06  (feet)  COMP
 FX2236  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 FX2236
 FX2236  VERT ORDER  -  FIRST     CLASS II
 FX2236
 FX2236.The horizontal coordinates were scaled from a topographic map and have
 FX2236.an estimated accuracy of +/- 6 seconds.
 FX2236
 FX2236.The orthometric height was determined by differential leveling
 FX2236.and adjusted by the National Geodetic Survey in June 1991..
 FX2236
 FX2236.The geoid height was determined by GEOID03.
 FX2236
 FX2236.The dynamic height is computed by dividing the NAVD 88
 FX2236.geopotential number by the normal gravity value computed on the
 FX2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2236.degrees latitude (g = 980.6199 gals.).
 FX2236
 FX2236.The modeled gravity was interpolated from observed gravity values.
 FX2236
 FX2236;                    North         East    Units  Estimated Accuracy
 FX2236;SPC VA S     - 1,046,190.    3,671,060.      MT  (+/- 180 meters Scaled)
 FX2236
 FX2236                          SUPERSEDED SURVEY CONTROL
 FX2236
 FX2236.No superseded survey control is available for this station.
 FX2236
 FX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF585665(NAD 83)
 FX2236_MARKER: DB = BENCH MARK DISK
 FX2236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2236_SP_SET: STAINLESS STEEL ROD
 FX2236_STAMPING: F 468 1978
 FX2236_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2236_ROD/PIPE-DEPTH: 5.79 meters
 FX2236
 FX2236  HISTORY     - Date     Condition        Report By
 FX2236  HISTORY     - 1978     MONUMENTED       NGS
 FX2236  HISTORY     - 19970628 GOOD             USPSQD
 FX2236
 FX2236                          STATION DESCRIPTION
 FX2236
 FX2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2236'0.2 MI WEST FROM SUFFOLK.
 FX2236'ABOUT 0.2 MILE WEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 FX2236'STATION IN SUFFOLK, SET IN THE PINE STREET CROSSING BETWEEN THE
 FX2236'TRACKS, 52 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 30 FEET
 FX2236'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 21 FEET EAST OF THE CENTER-
 FX2236'LINE OF THE STREET, 9 FEET SOUTHEAST OF POWER POLE NUMBER XD 41,
 FX2236'AND 2 FEET EAST OF A TELEPHONE POLE.
 FX2236'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2236'THE MARK IS ABOVE LEVEL WITH THE STREET.
 FX2236
 FX2236                          STATION RECOVERY (1997)
 FX2236
 FX2236'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2265 ***********************************************************************
 FX2265  DESIGNATION -  F 469
 FX2265  PID         -  FX2265
 FX2265  STATE/COUNTY-  VA/SOUTHAMPTON
 FX2265  USGS QUAD   -  BOYKINS (1979)
 FX2265
 FX2265                         *CURRENT SURVEY CONTROL
 FX2265  ___________________________________________________________________
 FX2265* NAD 83(1986)-  36 34 35.     (N)    077 13 27.     (W)     SCALED    
 FX2265* NAVD 88     -        12.728  (meters)      41.76   (feet)  ADJUSTED  
 FX2265  ___________________________________________________________________
 FX2265  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 FX2265  DYNAMIC HT  -          12.719 (meters)      41.73  (feet)  COMP
 FX2265  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 FX2265
 FX2265  VERT ORDER  -  FIRST     CLASS II
 FX2265
 FX2265.The horizontal coordinates were scaled from a topographic map and have
 FX2265.an estimated accuracy of +/- 6 seconds.
 FX2265
 FX2265.The orthometric height was determined by differential leveling
 FX2265.and adjusted by the National Geodetic Survey in June 1991..
 FX2265
 FX2265.The geoid height was determined by GEOID03.
 FX2265
 FX2265.The dynamic height is computed by dividing the NAVD 88
 FX2265.geopotential number by the normal gravity value computed on the
 FX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2265.degrees latitude (g = 980.6199 gals.).
 FX2265
 FX2265.The modeled gravity was interpolated from observed gravity values.
 FX2265
 FX2265;                    North         East    Units  Estimated Accuracy
 FX2265;SPC VA S     - 1,027,750.    3,614,190.      MT  (+/- 180 meters Scaled)
 FX2265
 FX2265                          SUPERSEDED SURVEY CONTROL
 FX2265
 FX2265.No superseded survey control is available for this station.
 FX2265
 FX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF009501(NAD 83)
 FX2265_MARKER: DB = BENCH MARK DISK
 FX2265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2265_SP_SET: STAINLESS STEEL ROD
 FX2265_STAMPING: F 469 1978
 FX2265_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2265_ROD/PIPE-DEPTH: 4.88 meters
 FX2265
 FX2265  HISTORY     - Date     Condition        Report By
 FX2265  HISTORY     - 1978     MONUMENTED       NGS
 FX2265
 FX2265                          STATION DESCRIPTION
 FX2265
 FX2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2265'1.4 MI NE FROM BRANCHVILLE.
 FX2265'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 186 FROM ITS JUNC-
 FX2265'TION WITH STATE HIGHWAY 730 IN BRANCHVILLE, 59.5 FEET NORTHWEST
 FX2265'AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 0L28-30, 37 FEET
 FX2265'NORTH OF A DRIVEWAY TO AN ABANDONED BLUE PLACE, 30 FEET NORTHWEST
 FX2265'OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET SOUTH OF POWER POLE
 FX2265'NUMBER 14-A.
 FX2265'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2898 ***********************************************************************
 HV2898  DESIGNATION -  F 47 RESET 1965
 HV2898  PID         -  HV2898
 HV2898  STATE/COUNTY-  VA/CAROLINE
 HV2898  USGS QUAD   -  
 HV2898
 HV2898                         *CURRENT SURVEY CONTROL
 HV2898  ___________________________________________________________________
 HV2898* NAD 83(1986)-  38 13 50.     (N)    077 18 56.     (W)     SCALED    
 HV2898* NAVD 88     -        12.326  (meters)      40.44   (feet)  ADJUSTED  
 HV2898  ___________________________________________________________________
 HV2898  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HV2898  DYNAMIC HT  -          12.319 (meters)      40.42  (feet)  COMP
 HV2898  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 HV2898  OBS GRAVITY -     980,029.5   (mgal)                       GRAV_OBS
 HV2898
 HV2898  VERT ORDER  -  FIRST     CLASS I
 HV2898
 HV2898.The horizontal coordinates were scaled from a topographic map and have
 HV2898.an estimated accuracy of +/- 6 seconds.
 HV2898
 HV2898.The orthometric height was determined by differential leveling
 HV2898.and adjusted by the National Geodetic Survey in June 1991..
 HV2898
 HV2898.The geoid height was determined by GEOID03.
 HV2898
 HV2898.The dynamic height is computed by dividing the NAVD 88
 HV2898.geopotential number by the normal gravity value computed on the
 HV2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2898.degrees latitude (g = 980.6199 gals.).
 HV2898
 HV2898.The modeled gravity was interpolated from observed gravity values.
 HV2898.The observed gravity was obtained from relative gravimeter ties
 HV2898.to the IGSN71 gravity network.
 HV2898
 HV2898;                    North         East    Units  Estimated Accuracy
 HV2898;SPC VA N     - 2,063,260.    3,603,700.      MT  (+/- 180 meters Scaled)
 HV2898
 HV2898                          SUPERSEDED SURVEY CONTROL
 HV2898
 HV2898  NGVD 29 (??/??/??)   12.574  (m)           41.25   (f) ADJUSTED    1 1
 HV2898
 HV2898.Superseded values are not recommended for survey control.
 HV2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2898.See file dsdata.txt to determine how the superseded data were derived.
 HV2898
 HV2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH973339(NAD 83)
 HV2898_MARKER: DB = BENCH MARK DISK
 HV2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2898_STAMPING: F 47 RESET 1965
 HV2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2898+STABILITY: SURFACE MOTION
 HV2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2898+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 HV2898
 HV2898  HISTORY     - Date     Condition        Report By
 HV2898  HISTORY     - 1965     MONUMENTED       CGS
 HV2898  HISTORY     - 1972     GOOD             NGS
 HV2898  HISTORY     - 1978     GOOD             DMA
 HV2898  HISTORY     - 19950831 GOOD             USPSQD
 HV2898  HISTORY     - 20020116 GOOD             USPSQD
 HV2898
 HV2898                          STATION DESCRIPTION
 HV2898
 HV2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HV2898'9 MI NW FROM PORT ROYAL.
 HV2898'ABOUT 8.95 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE
 HV2898'INTERSECTION OF U.S. HIGHWAY 301 AT PORT ROYAL, 60 FEET NORTHEAST
 HV2898'OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE
 HV2898'CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTHEAST TO A 2
 HV2898'STORY FRAME HOUSE, 11 FEET NORTH OF AN UNDERGROUND CABLE
 HV2898'CANNISTER NO. P 9 5 + 1.96,-28.2, 9 FEET NORTHEAST OF A CORNER
 HV2898'FENCE POST, 1.3 FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF
 HV2898'A METAL WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 HV2898'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 HV2898'GROUND.
 HV2898
 HV2898                          STATION RECOVERY (1978)
 HV2898
 HV2898'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 HV2898'RECOVERED IN GOOD CONDITION.
 HV2898
 HV2898                          STATION RECOVERY (1995)
 HV2898
 HV2898'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV2898'RECOVERED IN GOOD CONDITION.
 HV2898
 HV2898                          STATION RECOVERY (2002)
 HV2898
 HV2898'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2151 ***********************************************************************
 FX2151  DESIGNATION -  F 470
 FX2151  PID         -  FX2151
 FX2151  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX2151  USGS QUAD   -  PRINCESS ANNE (1989)
 FX2151
 FX2151                         *CURRENT SURVEY CONTROL
 FX2151  ___________________________________________________________________
 FX2151* NAD 83(1986)-  36 48 40.     (N)    076 05 37.     (W)     SCALED    
 FX2151* NAVD 88     -         2.385  (meters)       7.82   (feet)  ADJUSTED  
 FX2151  ___________________________________________________________________
 FX2151  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 FX2151  DYNAMIC HT  -           2.383 (meters)       7.82  (feet)  COMP
 FX2151  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 FX2151
 FX2151  VERT ORDER  -  FIRST     CLASS II
 FX2151
 FX2151.The horizontal coordinates were scaled from a topographic map and have
 FX2151.an estimated accuracy of +/- 6 seconds.
 FX2151
 FX2151.The orthometric height was determined by differential leveling
 FX2151.and adjusted by the National Geodetic Survey in June 1991..
 FX2151
 FX2151.The geoid height was determined by GEOID03.
 FX2151
 FX2151.The dynamic height is computed by dividing the NAVD 88
 FX2151.geopotential number by the normal gravity value computed on the
 FX2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2151.degrees latitude (g = 980.6199 gals.).
 FX2151
 FX2151.The modeled gravity was interpolated from observed gravity values.
 FX2151
 FX2151;                    North         East    Units  Estimated Accuracy
 FX2151;SPC VA S     - 1,055,760.    3,714,700.      MT  (+/- 180 meters Scaled)
 FX2151
 FX2151                          SUPERSEDED SURVEY CONTROL
 FX2151
 FX2151.No superseded survey control is available for this station.
 FX2151
 FX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF024744(NAD 83)
 FX2151_MARKER: DB = BENCH MARK DISK
 FX2151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2151_SP_SET: STAINLESS STEEL ROD
 FX2151_STAMPING: F 470 1979
 FX2151_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2151_ROD/PIPE-DEPTH: 4.88 meters
 FX2151
 FX2151  HISTORY     - Date     Condition        Report By
 FX2151  HISTORY     - 1979     MONUMENTED       NGS
 FX2151  HISTORY     - 19910517 MARK NOT FOUND   USPSQD
 FX2151
 FX2151                          STATION DESCRIPTION
 FX2151
 FX2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2151'4.8 MI NW FROM PRINCESS ANNE.
 FX2151'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 149 FROM THE POST OFFICE
 FX2151'IN PRINCESS ANNE, AND THENCE 4.6 MILES NORTHWEST ALONG HOLLAND ROAD.
 FX2151'SET ON THE NORTH SIDE AT THE NORTHWEST CORNER OF A FENCE AROUND A
 FX2151'STORAGE AREA OF THE C.L.PINCUS JR. AND COMPANY GENERAL CONTRACTORS,
 FX2151'3500 HOLLAND ROAD, 136 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 FX2151'96 FEET EAST OF POWER POLE NUMBER V 452-I, 69 FEET NORTHEAST OF
 FX2151'THE NORTHEAST CORNER OF THE BUILDING, 42 FEET NORTH OF THE NORTH
 FX2151'FACE OF THE BUILDING, 25 FEET SOUTH OF A GRAVEL ROAD LEADING EAST,
 FX2151'3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, AND 1.5 FEET
 FX2151'NORTHWEST OF A CHAIN LINK FENCE.  NOTE=THE ROAD IS TO BE WIDENED.
 FX2151'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 FX2151'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 FX2151
 FX2151                          STATION RECOVERY (1991)
 FX2151
 FX2151'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FX2151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2235 ***********************************************************************
 FX2235  DESIGNATION -  F 471
 FX2235  PID         -  FX2235
 FX2235  STATE/COUNTY-  VA/C OF SUFFOLK
 FX2235  USGS QUAD   -  CHUCKATUCK (1990)
 FX2235
 FX2235                         *CURRENT SURVEY CONTROL
 FX2235  ___________________________________________________________________
 FX2235* NAD 83(1986)-  36 45 09.     (N)    076 34 45.     (W)     SCALED    
 FX2235* NAVD 88     -        10.473  (meters)      34.36   (feet)  ADJUSTED  
 FX2235  ___________________________________________________________________
 FX2235  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FX2235  DYNAMIC HT  -          10.465 (meters)      34.33  (feet)  COMP
 FX2235  MODELED GRAV-     979,865.4   (mgal)                       NAVD 88
 FX2235
 FX2235  VERT ORDER  -  FIRST     CLASS II
 FX2235
 FX2235.The horizontal coordinates were scaled from a topographic map and have
 FX2235.an estimated accuracy of +/- 6 seconds.
 FX2235
 FX2235.The orthometric height was determined by differential leveling
 FX2235.and adjusted by the National Geodetic Survey in June 1991..
 FX2235
 FX2235.The geoid height was determined by GEOID03.
 FX2235
 FX2235.The dynamic height is computed by dividing the NAVD 88
 FX2235.geopotential number by the normal gravity value computed on the
 FX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2235.degrees latitude (g = 980.6199 gals.).
 FX2235
 FX2235.The modeled gravity was interpolated from observed gravity values.
 FX2235
 FX2235;                    North         East    Units  Estimated Accuracy
 FX2235;SPC VA S     - 1,048,260.    3,671,520.      MT  (+/- 180 meters Scaled)
 FX2235
 FX2235                          SUPERSEDED SURVEY CONTROL
 FX2235
 FX2235.No superseded survey control is available for this station.
 FX2235
 FX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF590685(NAD 83)
 FX2235_MARKER: DB = BENCH MARK DISK
 FX2235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2235_SP_SET: STAINLESS STEEL ROD
 FX2235_STAMPING: F 471 1979
 FX2235_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2235+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 FX2235_ROD/PIPE-DEPTH: 4.88 meters
 FX2235
 FX2235  HISTORY     - Date     Condition        Report By
 FX2235  HISTORY     - 1979     MONUMENTED       NGS
 FX2235  HISTORY     - 20050215 GOOD             VADOT
 FX2235
 FX2235                          STATION DESCRIPTION
 FX2235
 FX2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2235'1.4 MI NE FROM SUFFOLK.
 FX2235'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 460 FROM THE JUNCTION OF
 FX2235'U.S. HIGHWAY 58 AND THE COURT HOUSE IN SUFFOLK, THENCE ABOUT 0.3
 FX2235'MILE EAST ALONG THE DRIVEWAY TO THE VIRGINIA DEPARTMENT OF HIGHWAY
 FX2235'AND TRANSPORTATION, SUFFOLK HEADQUARTERS, AND THENCE ABOUT 0.1 MILE
 FX2235'SOUTH ALONG A FENCE AT AREA ONE.  SET AT THE SOUTHWEST CORNER OF A
 FX2235'FENCE, 300 FEET SOUTH OF BENCH MARK E 471, 243 FEET SOUTH OF THE CEN-
 FX2235'TER OF THE DRIVEWAY AND GATE AT AREA ONE, 195 FEET SOUTHWEST OF THE
 FX2235'SOUTHWEST CORNER OF THE BUILDING AT AREA ONE, 2 FEET NORTHEAST OF THE
 FX2235'SOUTHWEST CORNER OF THE FENCE, AND 1 FOOT EAST OF THE FENCE.
 FX2235'THE MARK IS 1 FT  E FROM  A SIGN ON THE FENCE
 FX2235'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 FX2235
 FX2235                          STATION RECOVERY (2005)
 FX2235
 FX2235'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JLB)
 FX2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1772 ***********************************************************************
 FY1772  DESIGNATION -  F 472
 FY1772  PID         -  FY1772
 FY1772  STATE/COUNTY-  VA/MECKLENBURG
 FY1772  USGS QUAD   -  CLARKSVILLE SOUTH (1988)
 FY1772
 FY1772                         *CURRENT SURVEY CONTROL
 FY1772  ___________________________________________________________________
 FY1772* NAD 83(1986)-  36 36 15.     (N)    078 33 41.     (W)     SCALED    
 FY1772* NAVD 88     -       121.236  (meters)     397.76   (feet)  ADJUSTED  
 FY1772  ___________________________________________________________________
 FY1772  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FY1772  DYNAMIC HT  -         121.142 (meters)     397.45  (feet)  COMP
 FY1772  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FY1772
 FY1772  VERT ORDER  -  FIRST     CLASS II
 FY1772
 FY1772.The horizontal coordinates were scaled from a topographic map and have
 FY1772.an estimated accuracy of +/- 6 seconds.
 FY1772
 FY1772.The orthometric height was determined by differential leveling
 FY1772.and adjusted by the National Geodetic Survey in June 1991..
 FY1772
 FY1772.The geoid height was determined by GEOID03.
 FY1772
 FY1772.The dynamic height is computed by dividing the NAVD 88
 FY1772.geopotential number by the normal gravity value computed on the
 FY1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1772.degrees latitude (g = 980.6199 gals.).
 FY1772
 FY1772.The modeled gravity was interpolated from observed gravity values.
 FY1772
 FY1772;                    North         East    Units  Estimated Accuracy
 FY1772;SPC VA S     - 1,030,060.    3,494,510.      MT  (+/- 180 meters Scaled)
 FY1772
 FY1772                          SUPERSEDED SURVEY CONTROL
 FY1772
 FY1772  NGVD 29 (03/05/92)  121.498  (m)          398.61   (f) ADJUSTED    1 2
 FY1772
 FY1772.Superseded values are not recommended for survey control.
 FY1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1772.See file dsdata.txt to determine how the superseded data were derived.
 FY1772
 FY1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA181537(NAD 83)
 FY1772_MARKER: DB = BENCH MARK DISK
 FY1772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1772_SP_SET: STAINLESS STEEL ROD
 FY1772_STAMPING: F 472 1978
 FY1772_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1772_ROD/PIPE-DEPTH: 4.57 meters
 FY1772
 FY1772  HISTORY     - Date     Condition        Report By
 FY1772  HISTORY     - 1978     MONUMENTED       NGS
 FY1772  HISTORY     - 1987     GOOD             USPSQD
 FY1772  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY1772
 FY1772                          STATION DESCRIPTION
 FY1772
 FY1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1772'1.7 MI SOUTH FROM CLARKSVILLE.
 FY1772'ABOUT 1.7 MILES SOUTH ALONG HIGHWAY 15 FROM THE POST OFFICE IN
 FY1772'CLARKSVILLE.  MARK IS SET AT THE T JUNCTION OF HIGHWAY 15 AND ROAD
 FY1772'722, AT A GROVE OF PINE TREES, 193 FEET EAST-NORTHEAST OF AND ACROSS
 FY1772'THE HIGHWAY FROM THE EAST CORNER OF THE MOST SOUTHEASTERLYOF TWO CLAY
 FY1772'BRICK BUILDINGS, 52.3 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FY1772'26.7 FEET NORTHEAST OF A FIRE HYDRANT, 24 FEET NORTHWEST OF THE
 FY1772'EXTENDED CENTERLINE OF THE ROAD, 16 FEET SOUTHEAST OF A CABLE POLE
 FY1772'WITH A LINE CROSSING THE HIGHWAY, AND 2 FEET SOUTHWEST OF A FENCE
 FY1772'LINE.
 FY1772'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 FY1772'THE MARK IS 2 FT ABOVE THE CENTERLINE OF HIGHWAY.
 FY1772
 FY1772                          STATION RECOVERY (1987)
 FY1772
 FY1772'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1772'RECOVERED IN GOOD CONDITION.
 FY1772
 FY1772                          STATION RECOVERY (2005)
 FY1772
 FY1772'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY1772'STATION APPEARS TO HAVE BEEN LOST DURING WIDENING OF US-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1797 ***********************************************************************
 FY1797  DESIGNATION -  F 473
 FY1797  PID         -  FY1797
 FY1797  STATE/COUNTY-  VA/CHARLOTTE
 FY1797  USGS QUAD   -  DRAKES BRANCH (1990)
 FY1797
 FY1797                         *CURRENT SURVEY CONTROL
 FY1797  ___________________________________________________________________
 FY1797* NAD 83(1986)-  36 55 15.     (N)    078 30 05.     (W)     SCALED    
 FY1797* NAVD 88     -       175.968  (meters)     577.32   (feet)  ADJUSTED  
 FY1797  ___________________________________________________________________
 FY1797  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FY1797  DYNAMIC HT  -         175.839 (meters)     576.90  (feet)  COMP
 FY1797  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 FY1797
 FY1797  VERT ORDER  -  FIRST     CLASS II
 FY1797
 FY1797.The horizontal coordinates were scaled from a topographic map and have
 FY1797.an estimated accuracy of +/- 6 seconds.
 FY1797
 FY1797.The orthometric height was determined by differential leveling
 FY1797.and adjusted by the National Geodetic Survey in June 1991..
 FY1797
 FY1797.The geoid height was determined by GEOID03.
 FY1797
 FY1797.The dynamic height is computed by dividing the NAVD 88
 FY1797.geopotential number by the normal gravity value computed on the
 FY1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1797.degrees latitude (g = 980.6199 gals.).
 FY1797
 FY1797.The modeled gravity was interpolated from observed gravity values.
 FY1797
 FY1797;                    North         East    Units  Estimated Accuracy
 FY1797;SPC VA S     - 1,065,200.    3,499,880.      MT  (+/- 180 meters Scaled)
 FY1797
 FY1797                          SUPERSEDED SURVEY CONTROL
 FY1797
 FY1797.No superseded survey control is available for this station.
 FY1797
 FY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA225890(NAD 83)
 FY1797_MARKER: DB = BENCH MARK DISK
 FY1797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1797_SP_SET: STAINLESS STEEL ROD
 FY1797_STAMPING: F 473 1978
 FY1797_PROJECTION: FLUSH
 FY1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1797+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 FY1797_ROD/PIPE-DEPTH: 3.05 meters
 FY1797
 FY1797  HISTORY     - Date     Condition        Report By
 FY1797  HISTORY     - 1978     MONUMENTED       NGS
 FY1797  HISTORY     - 20010317 GOOD             USPSQD
 FY1797
 FY1797                          STATION DESCRIPTION
 FY1797
 FY1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1797'0.9 MI WEST FROM FORT MITCHELL.
 FY1797'ABOUT 0.9 MILE WEST ALONG COUNTY ROAD 630 FROM ITS JUNCTION WITH
 FY1797'THE SOUTHERN RAILROAD IN FORT MITCHELL.  SET AT THE LAST POWER POLE
 FY1797'BEFORE THEY RUN ACROSS COUNTRY, 124.5 FEET EAST OF THE CENTERLINE TO
 FY1797'A PRIVATE DRIVE LEADING NORTH, 45 FEET WEST OF THE CENTERLINE OF A
 FY1797'PRIVATE DRIVE LEADING NORTHEAST, 33 FEET NORTH OF THE CENTERLINE OF
 FY1797'THE ROAD, AND 2 FEET SOUTH OF THE TRANSPOLE, NUMBER J1-206-L96-PT71,
 FY1797'WITH 2 GUY WIRES.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 FY1797'THE MARK IS 1 FT  E FROM A WITNESS POST.
 FY1797'THE MARK IS 2 FT ABOVE THE ROAD.
 FY1797
 FY1797                          STATION RECOVERY (2001)
 FY1797
 FY1797'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAB)
 FY1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3465 ***********************************************************************
 GV3465  DESIGNATION -  F 474
 GV3465  PID         -  GV3465
 GV3465  STATE/COUNTY-  VA/C OF RICHMOND
 GV3465  USGS QUAD   -  RICHMOND (1994)
 GV3465
 GV3465                         *CURRENT SURVEY CONTROL
 GV3465  ___________________________________________________________________
 GV3465* NAD 83(1986)-  37 30 45.     (N)    077 27 37.     (W)     SCALED    
 GV3465* NAVD 88     -        50.708  (meters)     166.36   (feet)  ADJUSTED  
 GV3465  ___________________________________________________________________
 GV3465  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 GV3465  DYNAMIC HT  -          50.673 (meters)     166.25  (feet)  COMP
 GV3465  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 GV3465
 GV3465  VERT ORDER  -  FIRST     CLASS II
 GV3465
 GV3465.The horizontal coordinates were scaled from a topographic map and have
 GV3465.an estimated accuracy of +/- 6 seconds.
 GV3465
 GV3465.The orthometric height was determined by differential leveling
 GV3465.and adjusted by the National Geodetic Survey in June 1991..
 GV3465
 GV3465.The geoid height was determined by GEOID03.
 GV3465
 GV3465.The dynamic height is computed by dividing the NAVD 88
 GV3465.geopotential number by the normal gravity value computed on the
 GV3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3465.degrees latitude (g = 980.6199 gals.).
 GV3465
 GV3465.The modeled gravity was interpolated from observed gravity values.
 GV3465
 GV3465;                    North         East    Units  Estimated Accuracy
 GV3465;SPC VA S     - 1,131,370.    3,591,920.      MT  (+/- 180 meters Scaled)
 GV3465
 GV3465                          SUPERSEDED SURVEY CONTROL
 GV3465
 GV3465.No superseded survey control is available for this station.
 GV3465
 GV3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG825545(NAD 83)
 GV3465_MARKER: DB = BENCH MARK DISK
 GV3465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3465_SP_SET: STAINLESS STEEL ROD
 GV3465_STAMPING: F 474 1979
 GV3465_PROJECTION: FLUSH
 GV3465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3465+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV3465_ROD/PIPE-DEPTH: 4.57 meters
 GV3465
 GV3465  HISTORY     - Date     Condition        Report By
 GV3465  HISTORY     - 1979     MONUMENTED       NGS
 GV3465  HISTORY     - 19951002 GOOD             USPSQD
 GV3465  HISTORY     - 20000302 GOOD             USPSQD
 GV3465  HISTORY     - 20040221 GOOD             USPSQD
 GV3465
 GV3465                          STATION DESCRIPTION
 GV3465
 GV3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3465'1.6 MI SW FROM RICHMOND.
 GV3465'ABOUT 1.4 MILES SOUTHWEST ALONG HULL STREET (U.S. HIGHWAY 360) FROM
 GV3465'ITS JUNCTION WITH THE SOUTHERN RAILROAD IN RICHMOND, AND THENCE 0.2
 GV3465'MILE WEST-SOUTHWEST ALONG MIDLOTHIAN TURNPIKE (STATE HIGHWAY 60).
 GV3465'SET AT THE TRINITY MOUNT CALVARY HOLINESS CHURCH, ADDRESS 2810, 29.5
 GV3465'FEET NORTH OF THE WEST CORNER OF THE CHURCH, 22.5 FEET SOUTH-SOUTHEAST
 GV3465'OF THE CENTERLINE OF THE TURNPIKE, 2 FEET WEST OF A TRANSPOLE, NUMBER
 GV3465'WJ81, AND 3 FEET NORTH OF THE NORTH EDGE OF THE SIDE WALK.
 GV3465'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 GV3465
 GV3465                          STATION RECOVERY (1995)
 GV3465
 GV3465'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3465'RECOVERED IN GOOD CONDITION.
 GV3465
 GV3465                          STATION RECOVERY (2000)
 GV3465
 GV3465'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3465'RECOVERED IN GOOD CONDITION.
 GV3465
 GV3465                          STATION RECOVERY (2004)
 GV3465
 GV3465'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV3465'MARK IS 2 FT EAST OF POLE WJ81, NOT WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3440 ***********************************************************************
 GV3440  DESIGNATION -  F 475
 GV3440  PID         -  GV3440
 GV3440  STATE/COUNTY-  VA/POWHATAN
 GV3440  USGS QUAD   -  FINE CREEK MILLS (1986)
 GV3440
 GV3440                         *CURRENT SURVEY CONTROL
 GV3440  ___________________________________________________________________
 GV3440* NAD 83(1986)-  37 30 47.     (N)    077 49 06.     (W)     SCALED    
 GV3440* NAVD 88     -       123.889  (meters)     406.46   (feet)  ADJUSTED  
 GV3440  ___________________________________________________________________
 GV3440  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 GV3440  DYNAMIC HT  -         123.804 (meters)     406.18  (feet)  COMP
 GV3440  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 GV3440
 GV3440  VERT ORDER  -  FIRST     CLASS II
 GV3440
 GV3440.The horizontal coordinates were scaled from a topographic map and have
 GV3440.an estimated accuracy of +/- 6 seconds.
 GV3440
 GV3440.The orthometric height was determined by differential leveling
 GV3440.and adjusted by the National Geodetic Survey in June 1991..
 GV3440
 GV3440.The geoid height was determined by GEOID03.
 GV3440
 GV3440.The dynamic height is computed by dividing the NAVD 88
 GV3440.geopotential number by the normal gravity value computed on the
 GV3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3440.degrees latitude (g = 980.6199 gals.).
 GV3440
 GV3440.The modeled gravity was interpolated from observed gravity values.
 GV3440
 GV3440;                    North         East    Units  Estimated Accuracy
 GV3440;SPC VA S     - 1,131,140.    3,560,260.      MT  (+/- 180 meters Scaled)
 GV3440
 GV3440                          SUPERSEDED SURVEY CONTROL
 GV3440
 GV3440.No superseded survey control is available for this station.
 GV3440
 GV3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG509555(NAD 83)
 GV3440_MARKER: DB = BENCH MARK DISK
 GV3440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3440_SP_SET: STAINLESS STEEL ROD
 GV3440_STAMPING: F 475 1979
 GV3440_PROJECTION: PROJECTING 5 CENTIMETERS
 GV3440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3440_ROD/PIPE-DEPTH: 3.05 meters
 GV3440
 GV3440  HISTORY     - Date     Condition        Report By
 GV3440  HISTORY     - 1979     MONUMENTED       NGS
 GV3440  HISTORY     - 19941029 GOOD             USPSQD
 GV3440  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 GV3440  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 GV3440
 GV3440                          STATION DESCRIPTION
 GV3440
 GV3440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GV3440'0.7 MI SOUTH FROM FLAT ROCK.
 GV3440'ABOUT 0.7 MILE SOUTH ALONG COUNTY ROAD 622 FROM ITS JUNCTION WITH
 GV3440'U.S. HIGHWAY 60 IN FLAT ROCK.  MARK IS SET AT THE SOUTH END OF A CURVE
 GV3440'IN THE ROAD, AT A T JUNCTION WITH POLE NUMBER 325F125 WITH ONE GUY
 GV3440'WIRE, AND SET ON A FENCE LINE, 107 FEET SOUTH OF THE CENTER OF A
 GV3440'TRAIL ROAD LEADING WEST, 22.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GV3440'3.5 FEET EAST OF A POWER POLE, AND 0.5 FOOT EAST OF A WIRE FENCE.
 GV3440'NOTE=ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 10 FEET.
 GV3440'THE MARK IS 1 FT  S FROM A WITNESS POST.
 GV3440'THE MARK IS 1 FT ABOVE THE ROAD.
 GV3440
 GV3440                          STATION RECOVERY (1994)
 GV3440
 GV3440'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3440'RECOVERED IN GOOD CONDITION.
 GV3440
 GV3440                          STATION RECOVERY (2000)
 GV3440
 GV3440'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV3440'MARK NOT FOUND.
 GV3440
 GV3440                          STATION RECOVERY (2004)
 GV3440
 GV3440'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV3440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1933 ***********************************************************************
 GW1933  DESIGNATION -  F 476
 GW1933  PID         -  GW1933
 GW1933  STATE/COUNTY-  VA/NOTTOWAY
 GW1933  USGS QUAD   -  DEATONVILLE (1987)
 GW1933
 GW1933                         *CURRENT SURVEY CONTROL
 GW1933  ___________________________________________________________________
 GW1933* NAD 83(1986)-  37 15 56.     (N)    078 07 59.     (W)     SCALED    
 GW1933* NAVD 88     -       143.513  (meters)     470.84   (feet)  ADJUSTED  
 GW1933  ___________________________________________________________________
 GW1933  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 GW1933  DYNAMIC HT  -         143.411 (meters)     470.51  (feet)  COMP
 GW1933  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 GW1933
 GW1933  VERT ORDER  -  FIRST     CLASS II
 GW1933
 GW1933.The horizontal coordinates were scaled from a topographic map and have
 GW1933.an estimated accuracy of +/- 6 seconds.
 GW1933
 GW1933.The orthometric height was determined by differential leveling
 GW1933.and adjusted by the National Geodetic Survey in June 1991..
 GW1933
 GW1933.The geoid height was determined by GEOID03.
 GW1933
 GW1933.The dynamic height is computed by dividing the NAVD 88
 GW1933.geopotential number by the normal gravity value computed on the
 GW1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1933.degrees latitude (g = 980.6199 gals.).
 GW1933
 GW1933.The modeled gravity was interpolated from observed gravity values.
 GW1933
 GW1933;                    North         East    Units  Estimated Accuracy
 GW1933;SPC VA S     - 1,103,520.    3,532,550.      MT  (+/- 180 meters Scaled)
 GW1933
 GW1933                          SUPERSEDED SURVEY CONTROL
 GW1933
 GW1933.No superseded survey control is available for this station.
 GW1933
 GW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB542281(NAD 83)
 GW1933_MARKER: DB = BENCH MARK DISK
 GW1933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW1933_SP_SET: STAINLESS STEEL ROD
 GW1933_STAMPING: F 476 1979
 GW1933_PROJECTION: FLUSH
 GW1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW1933+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW1933_ROD/PIPE-DEPTH: 3.05 meters
 GW1933
 GW1933  HISTORY     - Date     Condition        Report By
 GW1933  HISTORY     - 1979     MONUMENTED       NGS
 GW1933  HISTORY     - 19960221 GOOD             USPSQD
 GW1933  HISTORY     - 20001207 GOOD             USPSQD
 GW1933  HISTORY     - 20010331 GOOD             NGS
 GW1933  HISTORY     - 20060112 GOOD             USPSQD
 GW1933
 GW1933                          STATION DESCRIPTION
 GW1933
 GW1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 GW1933'7.2 MI NE FROM BURKEVILLE.
 GW1933'ABOUT 0.6 MILE EAST ALONG COUNTY ROAD 621 FROM THE RAILROAD STATION
 GW1933'IN BURKEVILLE, AND THENCE ABOUT 6.6 MILES NORTHEAST ALONG U.S.
 GW1933'HIGHWAY 360 EAST, 51 FEET SOUTHWEST OF A DRIVE LEADING NORTH TO THE
 GW1933'W.C. STEWERT RESIDENCE, 36.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 GW1933'WEST BOUND LANES OF THE HIGHWAY, AND 2.5 FEET EAST OF POWER POLE
 GW1933'NUMBER U 620 E 118A SUPPORTING A POWER LINE CROSSING THE HIGHWAY.
 GW1933'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 GW1933'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 GW1933
 GW1933                          STATION RECOVERY (1996)
 GW1933
 GW1933'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1933'RECOVERED IN GOOD CONDITION.
 GW1933
 GW1933                          STATION RECOVERY (2000)
 GW1933
 GW1933'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW1933'RECOVERED IN GOOD CONDITION.
 GW1933
 GW1933                          STATION RECOVERY (2001)
 GW1933
 GW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW1933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW1933
 GW1933                          STATION RECOVERY (2006)
 GW1933
 GW1933'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1429 ***********************************************************************
 GV1429  DESIGNATION -  F 49
 GV1429  PID         -  GV1429
 GV1429  STATE/COUNTY-  VA/HENRICO
 GV1429  USGS QUAD   -  SEVEN PINES (1994)
 GV1429
 GV1429                         *CURRENT SURVEY CONTROL
 GV1429  ___________________________________________________________________
 GV1429* NAD 83(1986)-  37 31 50.     (N)    077 18 49.     (W)     SCALED    
 GV1429* NAVD 88     -        49.212  (meters)     161.46   (feet)  ADJUSTED  
 GV1429  ___________________________________________________________________
 GV1429  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1429  DYNAMIC HT  -          49.178 (meters)     161.34  (feet)  COMP
 GV1429  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 GV1429
 GV1429  VERT ORDER  -  SECOND    CLASS 0
 GV1429
 GV1429.The horizontal coordinates were scaled from a topographic map and have
 GV1429.an estimated accuracy of +/- 6 seconds.
 GV1429
 GV1429.The orthometric height was determined by differential leveling
 GV1429.and adjusted by the National Geodetic Survey in June 1991..
 GV1429
 GV1429.The geoid height was determined by GEOID03.
 GV1429
 GV1429.The dynamic height is computed by dividing the NAVD 88
 GV1429.geopotential number by the normal gravity value computed on the
 GV1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1429.degrees latitude (g = 980.6199 gals.).
 GV1429
 GV1429.The modeled gravity was interpolated from observed gravity values.
 GV1429
 GV1429;                    North         East    Units  Estimated Accuracy
 GV1429;SPC VA S     - 1,133,520.    3,604,860.      MT  (+/- 180 meters Scaled)
 GV1429
 GV1429                          SUPERSEDED SURVEY CONTROL
 GV1429
 GV1429  NGVD 29 (??/??/??)   49.521  (m)          162.47   (f) ADJUSTED    2 0
 GV1429
 GV1429.Superseded values are not recommended for survey control.
 GV1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1429.See file dsdata.txt to determine how the superseded data were derived.
 GV1429
 GV1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG955562(NAD 83)
 GV1429_MARKER: DB = BENCH MARK DISK
 GV1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1429_STAMPING: 162.470 F 49 1934
 GV1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1429+STABILITY: SURFACE MOTION
 GV1429
 GV1429  HISTORY     - Date     Condition        Report By
 GV1429  HISTORY     - 1934     MONUMENTED       CGS
 GV1429  HISTORY     - 1963     GOOD             CGS
 GV1429  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1429  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV1429  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1429  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV1429
 GV1429                          STATION DESCRIPTION
 GV1429
 GV1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV1429'AT FAIR OAKS.
 GV1429'AT FAIR OAKS, HENRICO COUNTY, ON THE SOUTHERN RAILWAY, 166 FEET
 GV1429'EAST OF MILEPOST 147, NEAR THE CROSSING OF STATE HIGHWAY 33, 74
 GV1429'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF
 GV1429'THE NORTH RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE
 GV1429'RAIL.  A STANDARD DISK, STAMPED 162.470 F 49 1934 AND SET IN THE
 GV1429'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- A
 GV1429'STEEL WITNESS POST WAS SET 0.5 FOOT EAST OF MARK.
 GV1429
 GV1429                          STATION RECOVERY (1994)
 GV1429
 GV1429'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1429'MARK NOT FOUND.
 GV1429
 GV1429                          STATION RECOVERY (1996)
 GV1429
 GV1429'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1429'MARK NOT FOUND.
 GV1429
 GV1429                          STATION RECOVERY (2000)
 GV1429
 GV1429'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1429'MARK NOT FOUND.
 GV1429
 GV1429                          STATION RECOVERY (2005)
 GV1429
 GV1429'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV7924 ***********************************************************************
 HV7924  DESIGNATION -  F 493
 HV7924  PID         -  HV7924
 HV7924  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV7924  USGS QUAD   -  GUINEA (1966)
 HV7924
 HV7924                         *CURRENT SURVEY CONTROL
 HV7924  ___________________________________________________________________
 HV7924* NAD 83(1986)-  38 14 53.     (N)    077 28 11.     (W)     SCALED    
 HV7924* NAVD 88     -        66.610  (meters)     218.54   (feet)  ADJUSTED  
 HV7924  ___________________________________________________________________
 HV7924  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV7924  DYNAMIC HT  -          66.569 (meters)     218.40  (feet)  COMP
 HV7924  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 HV7924
 HV7924  VERT ORDER  -  FIRST     CLASS 0
 HV7924
 HV7924.The horizontal coordinates were scaled from a topographic map and have
 HV7924.an estimated accuracy of +/- 6 seconds.
 HV7924
 HV7924.The orthometric height was determined by differential leveling
 HV7924.and adjusted by the National Geodetic Survey in June 1991..
 HV7924
 HV7924.The geoid height was determined by GEOID03.
 HV7924
 HV7924.The dynamic height is computed by dividing the NAVD 88
 HV7924.geopotential number by the normal gravity value computed on the
 HV7924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV7924.degrees latitude (g = 980.6199 gals.).
 HV7924
 HV7924.The modeled gravity was interpolated from observed gravity values.
 HV7924
 HV7924;                    North         East    Units  Estimated Accuracy
 HV7924;SPC VA N     - 2,065,040.    3,590,180.      MT  (+/- 180 meters Scaled)
 HV7924
 HV7924                          SUPERSEDED SURVEY CONTROL
 HV7924
 HV7924  NGVD 29 (??/??/??)   66.858  (m)          219.35   (f) ADJUSTED    1 0
 HV7924
 HV7924.Superseded values are not recommended for survey control.
 HV7924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV7924.See file dsdata.txt to determine how the superseded data were derived.
 HV7924
 HV7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH838362(NAD 83)
 HV7924_MARKER: I = METAL ROD
 HV7924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HV7924_SP_SET: STAINLESS STEEL ROD
 HV7924_STAMPING: F 493 1981
 HV7924_MARK LOGO: NGS   
 HV7924_PROJECTION: FLUSH
 HV7924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV7924+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 HV7924_ROD/PIPE-DEPTH: 5    meters
 HV7924
 HV7924  HISTORY     - Date     Condition        Report By
 HV7924  HISTORY     - 1981     MONUMENTED       NGS
 HV7924  HISTORY     - 1983     GOOD             NGS
 HV7924  HISTORY     - 19910828 GOOD             NGS
 HV7924  HISTORY     - 19981024 GOOD             USPSQD
 HV7924
 HV7924                          STATION DESCRIPTION
 HV7924
 HV7924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HV7924'3.5 KM (2.2 MI.) SE FROM FOUR MILE FORK.
 HV7924'0.6 KM. (0.4 MI.) SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 HV7924'OF U.S. HIGHWAY 1, ALT U.S. HIGHWAY 1, AND STATE HIGHWAY 208, IN
 HV7924'FOUR MILE FORK, TO THE JUNCTION OF STATE HIGHWAY 636(MINE ROAD),
 HV7924'THENCE 2.88 KM. (1.8 MI.) EAST ALONG STATE HIGHWAY 636 (MINE ROAD)
 HV7924'TO THE JUNCTION OF STATE HIGHWAY 1253 (NOEL DRIVE), 7.3 M. (24.0 FT.)
 HV7924'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 636 (MINE ROAD), 10.7 M.
 HV7924'(35.0 FT.) WEST OF THE CENTERLINE OF STATE HIGHWAY 1253 (NOEL DRIVE),
 HV7924'0.3 M. (1.0 FT.) NORTH OF A ORNAMENTAL BRICK WALL, 2.7 M. (9.0 FT.)
 HV7924'NORTHWEST OF TELEPHONE POLE WITH TRANSFORMER NO RN58, AND 2.1 M.
 HV7924'(7.0 FT.) WEST OF STEEL POLE SUPPORTING SIGNS FOR MINE ROAD AND
 HV7924'NOEL DRIVE.
 HV7924'DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 HV7924'A 13-CM. LOGO CAP.
 HV7924'A STAINLESS STEEL ROD SET TO THE DEPTH OF 16.0 FEET ENCASED IN
 HV7924'A PIPE FLUSH WITH GROUND.
 HV7924
 HV7924                          STATION RECOVERY (1983)
 HV7924
 HV7924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HV7924'RECOVERED IN GOOD CONDITION.
 HV7924
 HV7924                          STATION RECOVERY (1991)
 HV7924
 HV7924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV7924'FROM THE INTERSECTION OF US HIGHWAY 1 AND US HIGHWAY 17 BYPASS SOUTH
 HV7924'OF FREDERICKSBURG GO NORTH ON US HWY 1 FOR 1.5 MI (2.4 KM) TO THE
 HV7924'JUNCTION OF STATE ROUTE 636 (MINE ROAD).  TURN RIGHT AND GO EAST ON
 HV7924'MINE ROAD FOR 1.8 MI (2.9 KM) TO NOEL DRIVE TO THE RIGHT AND THE MARK
 HV7924'ON THE RIGHT.  THE MARK IS A STAINLESS STEEL ROD SET INSIDE AN NGS
 HV7924'LOGO CAP LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 HV7924'STATE ROUTE 636 (MINE ROAD) AND NOEL DRIVE.  1.2 FT (0.4 M) NORTH OF
 HV7924'THE CENTER OF A CIRCULAR BRICK WALL WITH LETTERING ARRINGTON
 HV7924'HEIGHTS, 6.0 FT (1.8 M) EAST OF THE WEST END OF THE CIRCULAR BRICK
 HV7924'WALL 7.3 FT (2.2 M) WEST OF THE EAST END OF THE CIRCULAR BRICK WALL
 HV7924'13.5 FT (4.1 M) EAST OF THE SOUTH EDGE OF STATE ROUTE 636 (MINE ROAD)
 HV7924'38 FT (11.6 M) WEST OF THE C/L OF NOEL DRIVE 84 FT (25.6 M) NORTHWEST
 HV7924'OF POWERLINE POLE NO. RN58
 HV7924
 HV7924                          STATION RECOVERY (1998)
 HV7924
 HV7924'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV7924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3573 ***********************************************************************
 GV3573  DESIGNATION -  F 495
 GV3573  PID         -  GV3573
 GV3573  STATE/COUNTY-  VA/HENRICO
 GV3573  USGS QUAD   -  BON AIR (1994)
 GV3573
 GV3573                         *CURRENT SURVEY CONTROL
 GV3573  ___________________________________________________________________
 GV3573* NAD 83(1986)-  37 35 46.     (N)    077 31 51.     (W)     SCALED    
 GV3573* NAVD 88     -        93.618  (meters)     307.15   (feet)  ADJUSTED  
 GV3573  ___________________________________________________________________
 GV3573  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GV3573  DYNAMIC HT  -          93.552 (meters)     306.93  (feet)  COMP
 GV3573  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 GV3573
 GV3573  VERT ORDER  -  FIRST     CLASS II
 GV3573
 GV3573.The horizontal coordinates were scaled from a topographic map and have
 GV3573.an estimated accuracy of +/- 6 seconds.
 GV3573
 GV3573.The orthometric height was determined by differential leveling
 GV3573.and adjusted by the National Geodetic Survey in June 1991..
 GV3573
 GV3573.The geoid height was determined by GEOID03.
 GV3573
 GV3573.The dynamic height is computed by dividing the NAVD 88
 GV3573.geopotential number by the normal gravity value computed on the
 GV3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV3573.degrees latitude (g = 980.6199 gals.).
 GV3573
 GV3573.The modeled gravity was interpolated from observed gravity values.
 GV3573
 GV3573;                    North         East    Units  Estimated Accuracy
 GV3573;SPC VA S     - 1,140,580.    3,585,580.      MT  (+/- 180 meters Scaled)
 GV3573
 GV3573                          SUPERSEDED SURVEY CONTROL
 GV3573
 GV3573.No superseded survey control is available for this station.
 GV3573
 GV3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG765640(NAD 83)
 GV3573_MARKER: I = METAL ROD
 GV3573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GV3573_SP_SET: STAINLESS STEEL ROD
 GV3573_STAMPING: F 495 1983
 GV3573_MARK LOGO: NGS   
 GV3573_PROJECTION: FLUSH
 GV3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV3573_ROD/PIPE-DEPTH: 3.7  meters
 GV3573
 GV3573  HISTORY     - Date     Condition        Report By
 GV3573  HISTORY     - 1983     MONUMENTED       NGS
 GV3573  HISTORY     - 1990     GOOD             USPSQD
 GV3573  HISTORY     - 19910414 GOOD             USPSQD
 GV3573  HISTORY     - 19940313 GOOD             USPSQD
 GV3573  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 GV3573  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 GV3573  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 GV3573
 GV3573                          STATION DESCRIPTION
 GV3573
 GV3573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GV3573'5.4 KM (3.35 MI) NW FROM RICHMOND.
 GV3573'5.4 KM (3.35 MI) NORTHWEST ALONG MONUMENT AVENUE FROM THE NORTHWEST
 GV3573'END OF THE MONUMENT AVENUE BRIDGE OVER I-195 IN RICHMOND TO THE
 GV3573'NORTHWEST END OF MONUMENT AVENUE AND THE JUNCTION OF HORSEPEN ROAD,
 GV3573'ALSO 0.6 KM (0.4 MI) NORTH OF THE INTERSECTION OF THREE CHOPT ROAD AND
 GV3573'STATE HIGHWAY 6 IN RICHMOND, IN THE EXTENDED CENTERLINE OF THE
 GV3573'NORTHWEST- AND SOUTHEASTBOUND LANES OF MONUMENT AVENUE, AT THE SOUTH
 GV3573'CORNER OF THE BRICK BULLETIN BOARD SIGN FOR THE EPIPHANY LUTHERAN
 GV3573'CHURCH, 18.28 METERS (60.0 FT) EAST-SOUTHEAST OF THE EAST CORNER OF
 GV3573'THE CHURCH, 16.45 METERS (54.0 FT) NORTHWEST OF THE CENTERLINE OF
 GV3573'HORSEPEN ROAD, 10.36 METERS (34.0 FT) NORTHWEST OF AN ALUMINUM POLE
 GV3573'SUPPORTING TRAFFIC SIGNAL LIGHTS AND A TRAFFIC CONTROL BOX, 0.30 METER
 GV3573'(1.0 FT) SOUTH OF THE SOUTH CORNER OF THE BULLETIN BOARD.
 GV3573'THE MARK IS 0.91 M ABOVE HORSEPEN ROAD.
 GV3573
 GV3573                          STATION RECOVERY (1990)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLR)
 GV3573'RECOVERED IN GOOD CONDITION.
 GV3573
 GV3573                          STATION RECOVERY (1991)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 1991 (CLR)
 GV3573'RECOVERED IN GOOD CONDITION.
 GV3573
 GV3573                          STATION RECOVERY (1994)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3573'RECOVERED IN GOOD CONDITION.
 GV3573
 GV3573                          STATION RECOVERY (1996)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3573'MARK NOT FOUND.
 GV3573
 GV3573                          STATION RECOVERY (2001)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GV3573'MARK NOT FOUND.
 GV3573
 GV3573                          STATION RECOVERY (2005)
 GV3573
 GV3573'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GV3573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2078 ***********************************************************************
 GW2078  DESIGNATION -  F 496
 GW2078  PID         -  GW2078
 GW2078  STATE/COUNTY-  VA/AMHERST
 GW2078  USGS QUAD   -  KELLY (1986)
 GW2078
 GW2078                         *CURRENT SURVEY CONTROL
 GW2078  ___________________________________________________________________
 GW2078* NAD 83(1986)-  37 26 03.     (N)    079 05 47.     (W)     SCALED    
 GW2078* NAVD 88     -       249.518  (meters)     818.63   (feet)  ADJUSTED  
 GW2078  ___________________________________________________________________
 GW2078  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW2078  DYNAMIC HT  -         249.331 (meters)     818.01  (feet)  COMP
 GW2078  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 GW2078
 GW2078  VERT ORDER  -  FIRST     CLASS II
 GW2078
 GW2078.The horizontal coordinates were scaled from a topographic map and have
 GW2078.an estimated accuracy of +/- 6 seconds.
 GW2078
 GW2078.The orthometric height was determined by differential leveling
 GW2078.and adjusted by the National Geodetic Survey in June 1991..
 GW2078
 GW2078.The geoid height was determined by GEOID03.
 GW2078
 GW2078.The dynamic height is computed by dividing the NAVD 88
 GW2078.geopotential number by the normal gravity value computed on the
 GW2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2078.degrees latitude (g = 980.6199 gals.).
 GW2078
 GW2078.The modeled gravity was interpolated from observed gravity values.
 GW2078
 GW2078;                    North         East    Units  Estimated Accuracy
 GW2078;SPC VA S     - 1,122,330.    3,447,220.      MT  (+/- 180 meters Scaled)
 GW2078
 GW2078                          SUPERSEDED SURVEY CONTROL
 GW2078
 GW2078.No superseded survey control is available for this station.
 GW2078
 GW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB684447(NAD 83)
 GW2078_MARKER: I = METAL ROD
 GW2078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2078_SP_SET: STAINLESS STEEL ROD
 GW2078_STAMPING: F 496 1983
 GW2078_MARK LOGO: NGS   
 GW2078_PROJECTION: FLUSH
 GW2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2078_ROD/PIPE-DEPTH: 8.5  meters
 GW2078
 GW2078  HISTORY     - Date     Condition        Report By
 GW2078  HISTORY     - 1983     MONUMENTED       NGS
 GW2078
 GW2078                          STATION DESCRIPTION
 GW2078
 GW2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2078'4.3 KM (2.7 MI) NE FROM LYNCHBURG.
 GW2078'1.85 KM (1.15 MI) NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE NORTHEAST
 GW2078'END OF THE BRIDGE OVER THE JAMES RIVER ON THE NORTHEAST SIDE OF
 GW2078'LYNCHBURG, THENCE 2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 622 TO THE
 GW2078'MARK ON THE RIGHT, 9.70 METERS (32.0 FT) SOUTHEAST OF THE CENTERLINE
 GW2078'OF THE HIGHWAY, 0.30 METER (1.0 FT) NORTHWEST OF POWER POLE 82-820.
 GW2078'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 GW2078'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2004 ***********************************************************************
 GW2004  DESIGNATION -  F 497
 GW2004  PID         -  GW2004
 GW2004  STATE/COUNTY-  VA/GOOCHLAND
 GW2004  USGS QUAD   -  CARTERSVILLE (1979)
 GW2004
 GW2004                         *CURRENT SURVEY CONTROL
 GW2004  ___________________________________________________________________
 GW2004* NAD 83(1986)-  37 44 25.     (N)    078 06 47.     (W)     SCALED    
 GW2004* NAVD 88     -        92.400  (meters)     303.15   (feet)  ADJUSTED  
 GW2004  ___________________________________________________________________
 GW2004  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 GW2004  DYNAMIC HT  -          92.337 (meters)     302.94  (feet)  COMP
 GW2004  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 GW2004
 GW2004  VERT ORDER  -  FIRST     CLASS II
 GW2004
 GW2004.The horizontal coordinates were scaled from a topographic map and have
 GW2004.an estimated accuracy of +/- 6 seconds.
 GW2004
 GW2004.The orthometric height was determined by differential leveling
 GW2004.and adjusted by the National Geodetic Survey in June 1991..
 GW2004
 GW2004.The geoid height was determined by GEOID03.
 GW2004
 GW2004.The dynamic height is computed by dividing the NAVD 88
 GW2004.geopotential number by the normal gravity value computed on the
 GW2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2004.degrees latitude (g = 980.6199 gals.).
 GW2004
 GW2004.The modeled gravity was interpolated from observed gravity values.
 GW2004
 GW2004;                    North         East    Units  Estimated Accuracy
 GW2004;SPC VA S     - 1,156,210.    3,534,110.      MT  (+/- 180 meters Scaled)
 GW2004
 GW2004                          SUPERSEDED SURVEY CONTROL
 GW2004
 GW2004.No superseded survey control is available for this station.
 GW2004
 GW2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB543809(NAD 83)
 GW2004_MARKER: I = METAL ROD
 GW2004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2004_SP_SET: STAINLESS STEEL ROD
 GW2004_STAMPING: F 497 1983
 GW2004_MARK LOGO: NGS   
 GW2004_PROJECTION: FLUSH
 GW2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2004+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 GW2004_ROD/PIPE-DEPTH: 6.1  meters
 GW2004
 GW2004  HISTORY     - Date     Condition        Report By
 GW2004  HISTORY     - 1983     MONUMENTED       NGS
 GW2004  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW2004  HISTORY     - 20060311 GOOD             USPSQD
 GW2004
 GW2004                          STATION DESCRIPTION
 GW2004
 GW2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2004'15.5 KM (9.65 MI) ESE FROM FORK UNION.
 GW2004'15.5 KM (9.65 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 6 FROM THE POST
 GW2004'OFFICE IN FORK UNION TO THE MARK ON THE LEFT, 16.45 METERS (54.0 FT)
 GW2004'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.17 METERS (99.0 FT)
 GW2004'NORTHWEST OF THE CENTER OF COUNTY ROUTE 603, 0.18 METER (0.6 FT)
 GW2004'SOUTHWEST OF THE SOUTHEAST WOODEN GATE POST.
 GW2004'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 GW2004
 GW2004                          STATION RECOVERY (1998)
 GW2004
 GW2004'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2004'MARK NOT FOUND.
 GW2004
 GW2004                          STATION RECOVERY (2006)
 GW2004
 GW2004'RECOVERY NOTE BY US POWER SQUADRON 2006 (JES)
 GW2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2058 ***********************************************************************
 GW2058  DESIGNATION -  F 498
 GW2058  PID         -  GW2058
 GW2058  STATE/COUNTY-  VA/AMHERST
 GW2058  USGS QUAD   -  BUFFALO RIDGE (1980)
 GW2058
 GW2058                         *CURRENT SURVEY CONTROL
 GW2058  ___________________________________________________________________
 GW2058* NAD 83(1986)-  37 30 29.     (N)    078 56 14.     (W)     SCALED    
 GW2058* NAVD 88     -       138.590  (meters)     454.69   (feet)  ADJUSTED  
 GW2058  ___________________________________________________________________
 GW2058  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 GW2058  DYNAMIC HT  -         138.488 (meters)     454.36  (feet)  COMP
 GW2058  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 GW2058
 GW2058  VERT ORDER  -  FIRST     CLASS II
 GW2058
 GW2058.The horizontal coordinates were scaled from a topographic map and have
 GW2058.an estimated accuracy of +/- 6 seconds.
 GW2058
 GW2058.The orthometric height was determined by differential leveling
 GW2058.and adjusted by the National Geodetic Survey in June 1991..
 GW2058
 GW2058.The geoid height was determined by GEOID03.
 GW2058
 GW2058.The dynamic height is computed by dividing the NAVD 88
 GW2058.geopotential number by the normal gravity value computed on the
 GW2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2058.degrees latitude (g = 980.6199 gals.).
 GW2058
 GW2058.The modeled gravity was interpolated from observed gravity values.
 GW2058
 GW2058;                    North         East    Units  Estimated Accuracy
 GW2058;SPC VA S     - 1,130,460.    3,461,350.      MT  (+/- 180 meters Scaled)
 GW2058
 GW2058                          SUPERSEDED SURVEY CONTROL
 GW2058
 GW2058.No superseded survey control is available for this station.
 GW2058
 GW2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB823532(NAD 83)
 GW2058_MARKER: I = METAL ROD
 GW2058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2058_SP_SET: STAINLESS STEEL ROD
 GW2058_STAMPING: F 498 1983
 GW2058_MARK LOGO: NGS   
 GW2058_PROJECTION: FLUSH
 GW2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2058_ROD/PIPE-DEPTH: 6.4  meters
 GW2058
 GW2058  HISTORY     - Date     Condition        Report By
 GW2058  HISTORY     - 1983     MONUMENTED       NGS
 GW2058
 GW2058                          STATION DESCRIPTION
 GW2058
 GW2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2058'12.4 KM (7.75 MI) SW FROM GLADSTONE.
 GW2058'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 656 FROM THE POST OFFICE
 GW2058'IN GLADSTONE, THENCE 10.8 KM (6.75 MI) SOUTHWEST ALONG STATE HIGHWAY
 GW2058'622 TO THE MARK ON THE RIGHT, 12.1 METERS (40.0 FT) NORTH-NORTHWEST OF
 GW2058'THE CENTER OF THE HIGHWAY, 5.1 METERS (17.0 FT) NORTH-NORTHEAST OF THE
 GW2058'CENTER OF A GRAVEL ROAD, 0.76 METER (2.5 FT) NORTH OF A 4-INCH BY
 GW2058'4-INCH GREEN POST 2406.
 GW2058'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 GW2058'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2016 ***********************************************************************
 GW2016  DESIGNATION -  F 499
 GW2016  PID         -  GW2016
 GW2016  STATE/COUNTY-  VA/FLUVANNA
 GW2016  USGS QUAD   -  PALMYRA (1974)
 GW2016
 GW2016                         *CURRENT SURVEY CONTROL
 GW2016  ___________________________________________________________________
 GW2016* NAD 83(1986)-  37 46 48.     (N)    078 19 04.     (W)     SCALED    
 GW2016* NAVD 88     -       142.766  (meters)     468.39   (feet)  ADJUSTED  
 GW2016  ___________________________________________________________________
 GW2016  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2016  DYNAMIC HT  -         142.667 (meters)     468.07  (feet)  COMP
 GW2016  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 GW2016
 GW2016  VERT ORDER  -  FIRST     CLASS II
 GW2016
 GW2016.The horizontal coordinates were scaled from a topographic map and have
 GW2016.an estimated accuracy of +/- 6 seconds.
 GW2016
 GW2016.The orthometric height was determined by differential leveling
 GW2016.and adjusted by the National Geodetic Survey in June 1991..
 GW2016
 GW2016.The geoid height was determined by GEOID03.
 GW2016
 GW2016.The dynamic height is computed by dividing the NAVD 88
 GW2016.geopotential number by the normal gravity value computed on the
 GW2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2016.degrees latitude (g = 980.6199 gals.).
 GW2016
 GW2016.The modeled gravity was interpolated from observed gravity values.
 GW2016
 GW2016;                    North         East    Units  Estimated Accuracy
 GW2016;SPC VA S     - 1,160,560.    3,516,050.      MT  (+/- 180 meters Scaled)
 GW2016
 GW2016                          SUPERSEDED SURVEY CONTROL
 GW2016
 GW2016.No superseded survey control is available for this station.
 GW2016
 GW2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB362847(NAD 83)
 GW2016_MARKER: I = METAL ROD
 GW2016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GW2016_SP_SET: STAINLESS STEEL ROD
 GW2016_STAMPING: F 499 1983
 GW2016_MARK LOGO: NGS   
 GW2016_PROJECTION: FLUSH
 GW2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2016+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2016_ROD/PIPE-DEPTH: 4.0  meters
 GW2016
 GW2016  HISTORY     - Date     Condition        Report By
 GW2016  HISTORY     - 1983     MONUMENTED       NGS
 GW2016  HISTORY     - 19980214 GOOD             USPSQD
 GW2016  HISTORY     - 20031009 GOOD             USPSQD
 GW2016  HISTORY     - 20060209 GOOD             USPSQD
 GW2016
 GW2016                          STATION DESCRIPTION
 GW2016
 GW2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2016'5.8 KM (3.6 MI) WEST FROM FORK UNION.
 GW2016'5.8 KM (3.6 MI) WEST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF U.S.
 GW2016'HIGHWAY 15 IN FORK UNION TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 GW2016'COUNTY ROAD 650, 20.42 METERS (67.0 FT) WEST OF THE CENTERLINE OF THE
 GW2016'HIGHWAY, 14.63 METERS (48.0 FT) NORTH OF THE CENTER OF COUNTY ROAD
 GW2016'650, 0.61 METER (2.0 FT) SOUTH OF POWER POLE CEAB56-1, ON BACK OF POLE
 GW2016'FROM HIGHWAY.
 GW2016'THE MARK IS 0.49 METERS  E FROM A WITNESS POST.
 GW2016'THE MARK IS 1.07 M ABOVE HIGHWAY.
 GW2016
 GW2016                          STATION RECOVERY (1998)
 GW2016
 GW2016'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2016'RECOVERED IN GOOD CONDITION.
 GW2016
 GW2016                          STATION RECOVERY (2003)
 GW2016
 GW2016'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2016'RECOVERED IN GOOD CONDITION.
 GW2016
 GW2016                          STATION RECOVERY (2006)
 GW2016
 GW2016'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0078 ***********************************************************************
 FY0078  DESIGNATION -  F 50
 FY0078  PID         -  FY0078
 FY0078  STATE/COUNTY-  VA/MECKLENBURG
 FY0078  USGS QUAD   -  LA CROSSE (1981)
 FY0078
 FY0078                         *CURRENT SURVEY CONTROL
 FY0078  ___________________________________________________________________
 FY0078* NAD 83(1986)-  36 43 34.     (N)    078 04 31.     (W)     SCALED    
 FY0078* NAVD 88     -       121.356  (meters)     398.15   (feet)  POSTED    
 FY0078  ___________________________________________________________________
 FY0078  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FY0078  DYNAMIC HT  -         121.260 (meters)     397.83  (feet)  COMP
 FY0078  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 FY0078
 FY0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0078
 FY0078.The horizontal coordinates were scaled from a topographic map and have
 FY0078.an estimated accuracy of +/- 6 seconds.
 FY0078
 FY0078.The orthometric height was determined by differential leveling
 FY0078.and adjusted by the National Geodetic Survey in 1992..
 FY0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0078.rate of 0.0 thru 1.0 mm/km.
 FY0078
 FY0078.The geoid height was determined by GEOID03.
 FY0078
 FY0078.The dynamic height is computed by dividing the NAVD 88
 FY0078.geopotential number by the normal gravity value computed on the
 FY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0078.degrees latitude (g = 980.6199 gals.).
 FY0078
 FY0078.The modeled gravity was interpolated from observed gravity values.
 FY0078
 FY0078;                    North         East    Units  Estimated Accuracy
 FY0078;SPC VA S     - 1,043,670.    3,537,940.      MT  (+/- 180 meters Scaled)
 FY0078
 FY0078                          SUPERSEDED SURVEY CONTROL
 FY0078
 FY0078  NGVD 29 (??/??/92)  121.67   (m)          399.2    (f) COMPUTED    2 0
 FY0078
 FY0078.Superseded values are not recommended for survey control.
 FY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0078.See file dsdata.txt to determine how the superseded data were derived.
 FY0078
 FY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA611684(NAD 83)
 FY0078_MARKER: DB = BENCH MARK DISK
 FY0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0078_STAMPING: 399.163 F 50 1934
 FY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0078+STABILITY: SURFACE MOTION
 FY0078
 FY0078  HISTORY     - Date     Condition        Report By
 FY0078  HISTORY     - 1934     MONUMENTED       CGS
 FY0078  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 FY0078
 FY0078                          STATION DESCRIPTION
 FY0078
 FY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FY0078'2.6 MI SW FROM SKELTON.
 FY0078'2.6 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FY0078'THE STATION AT SKELTON, MECKLENBURG COUNTY, 420 YARDS SOUTHWEST
 FY0078'OF WOODEN HIGHWAY BRIDGE 76/3, 89 FEET SOUTHWEST OF THE CENTER
 FY0078'OF A PRIVATE-ROAD CROSSING, 38 FEET SOUTHEAST OF THE CENTERLINE
 FY0078'OF THE TRACK, 2-1/2 FEET SOUTHEAST OF A POLE, AND 1-1/2 FEET
 FY0078'LOWER THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 FY0078'PROJECTING 4 INCHES ABOVE GROUND.
 FY0078
 FY0078                          STATION RECOVERY (2005)
 FY0078
 FY0078'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0078'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JW1084 ***********************************************************************
 JW1084  DESIGNATION -  F 500
 JW1084  PID         -  JW1084
 JW1084  STATE/COUNTY-  VA/FREDERICK
 JW1084  USGS QUAD   -  STEPHENSON (1987)
 JW1084
 JW1084                         *CURRENT SURVEY CONTROL
 JW1084  ___________________________________________________________________
 JW1084* NAD 83(1986)-  39 13 50.     (N)    078 06 40.     (W)     SCALED    
 JW1084* NAVD 88     -       198.473  (meters)     651.16   (feet)  ADJUSTED  
 JW1084  ___________________________________________________________________
 JW1084  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JW1084  DYNAMIC HT  -         198.349 (meters)     650.75  (feet)  COMP
 JW1084  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JW1084
 JW1084  VERT ORDER  -  FIRST     CLASS II
 JW1084
 JW1084.The horizontal coordinates were scaled from a topographic map and have
 JW1084.an estimated accuracy of +/- 6 seconds.
 JW1084
 JW1084.The orthometric height was determined by differential leveling
 JW1084.and adjusted by the National Geodetic Survey in June 1991..
 JW1084
 JW1084.The geoid height was determined by GEOID03.
 JW1084
 JW1084.The dynamic height is computed by dividing the NAVD 88
 JW1084.geopotential number by the normal gravity value computed on the
 JW1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1084.degrees latitude (g = 980.6199 gals.).
 JW1084
 JW1084.The modeled gravity was interpolated from observed gravity values.
 JW1084
 JW1084;                    North         East    Units  Estimated Accuracy
 JW1084;SPC VA N     - 2,173,670.    3,533,580.      MT  (+/- 180 meters Scaled)
 JW1084
 JW1084                          SUPERSEDED SURVEY CONTROL
 JW1084
 JW1084.No superseded survey control is available for this station.
 JW1084
 JW1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD493463(NAD 83)
 JW1084_MARKER: DB = BENCH MARK DISK
 JW1084_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1084_SP_SET: ABUTMENT
 JW1084_STAMPING: F 500 1983
 JW1084_MARK LOGO: NGS   
 JW1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1084
 JW1084  HISTORY     - Date     Condition        Report By
 JW1084  HISTORY     - 1983     MONUMENTED       NGS
 JW1084  HISTORY     - 19980228 GOOD             USPSQD
 JW1084
 JW1084                          STATION DESCRIPTION
 JW1084
 JW1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1084'0.3 KM (0.25 MI) EAST FROM STEPHENSON.
 JW1084'0.3 KM (0.25 MI) NORTHEAST ALONG COUNTY ROAD 761 FROM THE JUNCTION OF
 JW1084'U.S. HIGHWAY 11 IN STEPHENSON TO THE MARK ON THE RIGHT, IN THE
 JW1084'SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
 JW1084'5.3 METERS (17.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
 JW1084'THE MARK IS ABOVE LEVEL WITH ROAD..
 JW1084
 JW1084                          STATION RECOVERY (1998)
 JW1084
 JW1084'RECOVERY NOTE BY US POWER SQUADRON 1998
 JW1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3163 ***********************************************************************
 HW3163  DESIGNATION -  F 501
 HW3163  PID         -  HW3163
 HW3163  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW3163  USGS QUAD   -  FLINT HILL (1994)
 HW3163
 HW3163                         *CURRENT SURVEY CONTROL
 HW3163  ___________________________________________________________________
 HW3163* NAD 83(1986)-  38 48 12.     (N)    078 06 21.     (W)     SCALED    
 HW3163* NAVD 88     -       216.841  (meters)     711.42   (feet)  ADJUSTED  
 HW3163  ___________________________________________________________________
 HW3163  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HW3163  DYNAMIC HT  -         216.701 (meters)     710.96  (feet)  COMP
 HW3163  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HW3163
 HW3163  VERT ORDER  -  FIRST     CLASS II
 HW3163
 HW3163.The horizontal coordinates were scaled from a topographic map and have
 HW3163.an estimated accuracy of +/- 6 seconds.
 HW3163
 HW3163.The orthometric height was determined by differential leveling
 HW3163.and adjusted by the National Geodetic Survey in June 1991..
 HW3163
 HW3163.The geoid height was determined by GEOID03.
 HW3163
 HW3163.The dynamic height is computed by dividing the NAVD 88
 HW3163.geopotential number by the normal gravity value computed on the
 HW3163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3163.degrees latitude (g = 980.6199 gals.).
 HW3163
 HW3163.The modeled gravity was interpolated from observed gravity values.
 HW3163
 HW3163;                    North         East    Units  Estimated Accuracy
 HW3163;SPC VA N     - 2,126,240.    3,534,240.      MT  (+/- 180 meters Scaled)
 HW3163
 HW3163                          SUPERSEDED SURVEY CONTROL
 HW3163
 HW3163.No superseded survey control is available for this station.
 HW3163
 HW3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC513989(NAD 83)
 HW3163_MARKER: I = METAL ROD
 HW3163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HW3163_SP_SET: STAINLESS STEEL ROD
 HW3163_STAMPING: F 501 1983
 HW3163_MARK LOGO: NGS   
 HW3163_PROJECTION: FLUSH
 HW3163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3163_ROD/PIPE-DEPTH: 4.7  meters
 HW3163
 HW3163  HISTORY     - Date     Condition        Report By
 HW3163  HISTORY     - 1983     MONUMENTED       NGS
 HW3163
 HW3163                          STATION DESCRIPTION
 HW3163
 HW3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HW3163'3.0 KM (1.85 MI) SE FROM HUNTLY.
 HW3163'3.0 KM (1.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 522 FROM THE POST OFFICE
 HW3163'IN HUNTLY TO THE MARK ON THE RIGHT, AT THE MAIN ENTRANCE TO
 HW3163'MEADOWBROOK FARM, 17.80 METERS (58.4 FT) WEST OF THE CENTERLINE OF THE
 HW3163'HIGHWAY, 7.01 METERS (23.0 FT) NORTH OF THE CENTER OF THE DRIVE,
 HW3163'0.61 METER (2.0 FT) EAST OF A ROCK COLUMN IN ROCK FENCE.
 HW3163'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3186 ***********************************************************************
 HW3186  DESIGNATION -  F 502
 HW3186  PID         -  HW3186
 HW3186  STATE/COUNTY-  VA/ORANGE
 HW3186  USGS QUAD   -  RAPIDAN (1984)
 HW3186
 HW3186                         *CURRENT SURVEY CONTROL
 HW3186  ___________________________________________________________________
 HW3186* NAD 83(1986)-  38 15 54.     (N)    078 04 42.     (W)     SCALED    
 HW3186* NAVD 88     -       150.301  (meters)     493.11   (feet)  ADJUSTED  
 HW3186  ___________________________________________________________________
 HW3186  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HW3186  DYNAMIC HT  -         150.205 (meters)     492.80  (feet)  COMP
 HW3186  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 HW3186
 HW3186  VERT ORDER  -  FIRST     CLASS II
 HW3186
 HW3186.The horizontal coordinates were scaled from a topographic map and have
 HW3186.an estimated accuracy of +/- 6 seconds.
 HW3186
 HW3186.The orthometric height was determined by differential leveling
 HW3186.and adjusted by the National Geodetic Survey in June 1991..
 HW3186
 HW3186.The geoid height was determined by GEOID03.
 HW3186
 HW3186.The dynamic height is computed by dividing the NAVD 88
 HW3186.geopotential number by the normal gravity value computed on the
 HW3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3186.degrees latitude (g = 980.6199 gals.).
 HW3186
 HW3186.The modeled gravity was interpolated from observed gravity values.
 HW3186
 HW3186;                    North         East    Units  Estimated Accuracy
 HW3186;SPC VA N     - 2,066,500.    3,536,900.      MT  (+/- 180 meters Scaled)
 HW3186
 HW3186                          SUPERSEDED SURVEY CONTROL
 HW3186
 HW3186.No superseded survey control is available for this station.
 HW3186
 HW3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC556392(NAD 83)
 HW3186_MARKER: I = METAL ROD
 HW3186_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HW3186+WITH SETTING: INFORMATION.
 HW3186_SP_SET: SHALLOW SET METAL ROD
 HW3186_STAMPING: F 502 1984
 HW3186_MARK LOGO: NGS   
 HW3186_PROJECTION: RECESSED 5 CENTIMETERS
 HW3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HW3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW3186+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 HW3186_ROD/PIPE-DEPTH: 2.2  meters
 HW3186
 HW3186  HISTORY     - Date     Condition        Report By
 HW3186  HISTORY     - 1984     MONUMENTED       NGS
 HW3186  HISTORY     - 19980924 GOOD             USPSQD
 HW3186  HISTORY     - 20030311 GOOD             USPSQD
 HW3186  HISTORY     - 20060106 GOOD             USPSQD
 HW3186
 HW3186                          STATION DESCRIPTION
 HW3186
 HW3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3186'6.8 KM (4.25 MI) SE FROM RAPIDAN.
 HW3186'6.8 KM (4.25 MI) SOUTHEAST ALONG STATE HIGHWAY 615 FROM THE NORTHWEST
 HW3186'END OF THE HIGHWAY BRIDGE OVER THE RAPIDAN RIVER IN RAPIDAN TO THE
 HW3186'MARK ON THE LEFT, AT A PRIVATE ROAD ENTRANCE TO ROUNTON FARM, ALSO
 HW3186'4.1 KM (2.55 MI) NORTHEAST ALONG STATE HGIWHAY 615 (EAST MAIN STREET)
 HW3186'FROM THE SOUTHERN RAILWAY STATION IN ORANGE, 12.34 METERS (40.5 FT)
 HW3186'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.18 METERS (17.0 FT)
 HW3186'NORTH-NORTHEAST OF THE CENTER OF THE DRIVE, 0.76 METER (2.5 FT)
 HW3186'SOUTHEAST OF THE FACE OF A BRICK COLUMN ON LEFT SIDE OF DRIVE.
 HW3186'NOTE--THE PROPERTY OWNER REQUESTED PIPE BE RECESSED 2 INCHES.
 HW3186'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL.
 HW3186'THE MARK IS 0.30 M ABOVE HIGHWAY.
 HW3186
 HW3186                          STATION RECOVERY (1998)
 HW3186
 HW3186'RECOVERY NOTE BY US POWER SQUADRON 1998
 HW3186'RECOVERED IN GOOD CONDITION.
 HW3186
 HW3186                          STATION RECOVERY (2003)
 HW3186
 HW3186'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR)
 HW3186'RECOVERED IN GOOD CONDITION.
 HW3186
 HW3186                          STATION RECOVERY (2006)
 HW3186
 HW3186'RECOVERY NOTE BY US POWER SQUADRON 2006 (CLR)
 HW3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2103 ***********************************************************************
 GW2103  DESIGNATION -  F 503
 GW2103  PID         -  GW2103
 GW2103  STATE/COUNTY-  VA/BEDFORD
 GW2103  USGS QUAD   -  BOONSBORO (1978)
 GW2103
 GW2103                         *CURRENT SURVEY CONTROL
 GW2103  ___________________________________________________________________
 GW2103* NAD 83(1986)-  37 28 44.     (N)    079 16 02.     (W)     SCALED    
 GW2103* NAVD 88     -       322.512  (meters)    1058.11   (feet)  ADJUSTED  
 GW2103  ___________________________________________________________________
 GW2103  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 GW2103  DYNAMIC HT  -         322.265 (meters)    1057.30  (feet)  COMP
 GW2103  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 GW2103
 GW2103  VERT ORDER  -  FIRST     CLASS II
 GW2103
 GW2103.The horizontal coordinates were scaled from a topographic map and have
 GW2103.an estimated accuracy of +/- 6 seconds.
 GW2103
 GW2103.The orthometric height was determined by differential leveling
 GW2103.and adjusted by the National Geodetic Survey in June 1991..
 GW2103
 GW2103.The geoid height was determined by GEOID03.
 GW2103
 GW2103.The dynamic height is computed by dividing the NAVD 88
 GW2103.geopotential number by the normal gravity value computed on the
 GW2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2103.degrees latitude (g = 980.6199 gals.).
 GW2103
 GW2103.The modeled gravity was interpolated from observed gravity values.
 GW2103
 GW2103;                    North         East    Units  Estimated Accuracy
 GW2103;SPC VA S     - 1,127,400.    3,432,140.      MT  (+/- 180 meters Scaled)
 GW2103
 GW2103                          SUPERSEDED SURVEY CONTROL
 GW2103
 GW2103.No superseded survey control is available for this station.
 GW2103
 GW2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB532494(NAD 83)
 GW2103_MARKER: DB = BENCH MARK DISK
 GW2103_SETTING: 66 = SET IN ROCK OUTCROP
 GW2103_SP_SET: ROCK OUTCROP
 GW2103_STAMPING: F 503 1984
 GW2103_MARK LOGO: NGS   
 GW2103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2103+STABILITY: POSITION/ELEVATION WELL
 GW2103
 GW2103  HISTORY     - Date     Condition        Report By
 GW2103  HISTORY     - 1984     MONUMENTED       NGS
 GW2103
 GW2103                          STATION DESCRIPTION
 GW2103
 GW2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2103'3.4 KM (2.1 MI) WNW FROM BOONSBORO.
 GW2103'3.4 KM (2.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 501 FROM THE UNITED
 GW2103'METHODIST CHURCH IN BOONSBORO TO THE MARK ON THE RIGHT, IN TOP OF THE
 GW2103'BASE OF A ROCK CUT, 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF A DIRT
 GW2103'TRAIL ROAD LEADING NORTHEAST AND UPHILL, 7.50 METERS (24.5 FT) EAST OF
 GW2103'THE CENTERLINE OF THE HIGHWAY.
 GW2103'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 GW2103'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2126 ***********************************************************************
 GW2126  DESIGNATION -  F 504
 GW2126  PID         -  GW2126
 GW2126  STATE/COUNTY-  VA/BOTETOURT
 GW2126  USGS QUAD   -  BUCHANAN (1985)
 GW2126
 GW2126                         *CURRENT SURVEY CONTROL
 GW2126  ___________________________________________________________________
 GW2126* NAD 83(1986)-  37 36 25.     (N)    079 44 08.     (W)     SCALED    
 GW2126* NAVD 88     -       315.107  (meters)    1033.81   (feet)  ADJUSTED  
 GW2126  ___________________________________________________________________
 GW2126  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 GW2126  DYNAMIC HT  -         314.856 (meters)    1032.99  (feet)  COMP
 GW2126  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 GW2126
 GW2126  VERT ORDER  -  FIRST     CLASS II
 GW2126
 GW2126.The horizontal coordinates were scaled from a topographic map and have
 GW2126.an estimated accuracy of +/- 6 seconds.
 GW2126
 GW2126.The orthometric height was determined by differential leveling
 GW2126.and adjusted by the National Geodetic Survey in June 1991..
 GW2126
 GW2126.The geoid height was determined by GEOID03.
 GW2126
 GW2126.The dynamic height is computed by dividing the NAVD 88
 GW2126.geopotential number by the normal gravity value computed on the
 GW2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2126.degrees latitude (g = 980.6199 gals.).
 GW2126
 GW2126.The modeled gravity was interpolated from observed gravity values.
 GW2126
 GW2126;                    North         East    Units  Estimated Accuracy
 GW2126;SPC VA S     - 1,142,050.    3,390,910.      MT  (+/- 180 meters Scaled)
 GW2126
 GW2126                          SUPERSEDED SURVEY CONTROL
 GW2126
 GW2126.No superseded survey control is available for this station.
 GW2126
 GW2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB116629(NAD 83)
 GW2126_MARKER: DB = BENCH MARK DISK
 GW2126_SETTING: 66 = SET IN ROCK OUTCROP
 GW2126_SP_SET: ROCK OUTCROP
 GW2126_STAMPING: F 504 1984
 GW2126_MARK LOGO: NGS   
 GW2126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW2126+STABILITY: POSITION/ELEVATION WELL
 GW2126
 GW2126  HISTORY     - Date     Condition        Report By
 GW2126  HISTORY     - 1984     MONUMENTED       NGS
 GW2126  HISTORY     - 19961111 GOOD             USPSQD
 GW2126
 GW2126                          STATION DESCRIPTION
 GW2126
 GW2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GW2126'9.1 KM (5.65 MI) ESE FROM EAGLE ROCK.
 GW2126'9.1 KM (5.65 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE FIRE
 GW2126'DEPARTMENT IN EAGLE ROCK TO THE MARK ON THE LEFT, IN THE BASE OF ROCK
 GW2126'OUTCROP ON THE SOUTH SIDE OF A SINGLE STORY CONCRETE BLOCK HOUSE,
 GW2126'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GW2126'14.8 METERS (48.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHIMNEY OF
 GW2126'THE HOUSE, 5.94 METERS (19.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 GW2126'CORNER OF A 2.4-METER BY 2.4-METER (8-FT BY 8-FT) CONCRETE BLOCK PUMP
 GW2126'HOUSE.
 GW2126'THE MARK IS 0.61 M ABOVE HIGHWAY.
 GW2126
 GW2126                          STATION RECOVERY (1996)
 GW2126
 GW2126'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3265 ***********************************************************************
 GX3265  DESIGNATION -  F 505
 GX3265  PID         -  GX3265
 GX3265  STATE/COUNTY-  VA/BLAND
 GX3265  USGS QUAD   -  BASTIAN (1977)
 GX3265
 GX3265                         *CURRENT SURVEY CONTROL
 GX3265  ___________________________________________________________________
 GX3265* NAD 83(1986)-  37 08 50.     (N)    081 08 24.     (W)     SCALED    
 GX3265* NAVD 88     -       757.972  (meters)    2486.78   (feet)  ADJUSTED  
 GX3265  ___________________________________________________________________
 GX3265  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GX3265  DYNAMIC HT  -         757.288 (meters)    2484.54  (feet)  COMP
 GX3265  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 GX3265
 GX3265  VERT ORDER  -  FIRST     CLASS II
 GX3265
 GX3265.The horizontal coordinates were scaled from a topographic map and have
 GX3265.an estimated accuracy of +/- 6 seconds.
 GX3265
 GX3265.The orthometric height was determined by differential leveling
 GX3265.and adjusted by the National Geodetic Survey in June 1991..
 GX3265
 GX3265.The geoid height was determined by GEOID03.
 GX3265
 GX3265.The dynamic height is computed by dividing the NAVD 88
 GX3265.geopotential number by the normal gravity value computed on the
 GX3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX3265.degrees latitude (g = 980.6199 gals.).
 GX3265
 GX3265.The modeled gravity was interpolated from observed gravity values.
 GX3265
 GX3265;                    North         East    Units  Estimated Accuracy
 GX3265;SPC VA S     - 1,093,600.    3,265,510.      MT  (+/- 180 meters Scaled)
 GX3265
 GX3265                          SUPERSEDED SURVEY CONTROL
 GX3265
 GX3265.No superseded survey control is available for this station.
 GX3265
 GX3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB875112(NAD 83)
 GX3265_MARKER: DB = BENCH MARK DISK
 GX3265_SETTING: 66 = SET IN ROCK OUTCROP
 GX3265_SP_SET: ROCK OUTCROP
 GX3265_STAMPING: F 505 1984
 GX3265_MARK LOGO: NGS   
 GX3265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GX3265+STABILITY: POSITION/ELEVATION WELL
 GX3265
 GX3265  HISTORY     - Date     Condition        Report By
 GX3265  HISTORY     - 1984     MONUMENTED       NGS
 GX3265
 GX3265                          STATION DESCRIPTION
 GX3265
 GX3265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GX3265'1.2 KM (0.75 MI) SOUTH FROM BASTIAN.
 GX3265'1.2 KM (0.75 MI) SOUTH ALONG U.S. HIGHWAY 52 FROM THE BASTIAN UNITED
 GX3265'CHURCH IN BASTIAN TO THE MARK ON THE LEFT, SET VERTICALLY NEAR THE
 GX3265'SOUTH END OF A LARGE ROCK CUT, 8.23 METERS (27.0 FT) EAST OF THE
 GX3265'CENTERLINE OF THE HIGHWAY.
 GX3265'THE MARK IS 0.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3238 ***********************************************************************
 HW3238  DESIGNATION -  F 506
 HW3238  PID         -  HW3238
 HW3238  STATE/COUNTY-  VA/AUGUSTA
 HW3238  USGS QUAD   -  GREENVILLE (1972)
 HW3238
 HW3238                         *CURRENT SURVEY CONTROL
 HW3238  ___________________________________________________________________
 HW3238* NAD 83(1986)-  38 02 01.     (N)    079 08 14.     (W)     SCALED    
 HW3238* NAVD 88     -       494.235  (meters)    1621.50   (feet)  ADJUSTED  
 HW3238  ___________________________________________________________________
 HW3238  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HW3238  DYNAMIC HT  -         493.851 (meters)    1620.24  (feet)  COMP
 HW3238  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 HW3238
 HW3238  VERT ORDER  -  FIRST     CLASS II
 HW3238
 HW3238.The horizontal coordinates were scaled from a topographic map and have
 HW3238.an estimated accuracy of +/- 6 seconds.
 HW3238
 HW3238.The orthometric height was determined by differential leveling
 HW3238.and adjusted by the National Geodetic Survey in June 1991..
 HW3238
 HW3238.The geoid height was determined by GEOID03.
 HW3238
 HW3238.The dynamic height is computed by dividing the NAVD 88
 HW3238.geopotential number by the normal gravity value computed on the
 HW3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3238.degrees latitude (g = 980.6199 gals.).
 HW3238
 HW3238.The modeled gravity was interpolated from observed gravity values.
 HW3238
 HW3238;                    North         East    Units  Estimated Accuracy
 HW3238;SPC VA N     - 2,040,920.    3,444,060.      MT  (+/- 180 meters Scaled)
 HW3238
 HW3238                          SUPERSEDED SURVEY CONTROL
 HW3238
 HW3238.No superseded survey control is available for this station.
 HW3238
 HW3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC634111(NAD 83)
 HW3238_MARKER: DB = BENCH MARK DISK
 HW3238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HW3238_SP_SET: WINGWALL
 HW3238_STAMPING: F 506 1984
 HW3238_MARK LOGO: NGS   
 HW3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3238+STABILITY: SURFACE MOTION
 HW3238
 HW3238  HISTORY     - Date     Condition        Report By
 HW3238  HISTORY     - 1984     MONUMENTED       NGS
 HW3238
 HW3238                          STATION DESCRIPTION
 HW3238
 HW3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HW3238'3.7 KM (2.35 MI) NE FROM GREENVILLE.
 HW3238'3.7 KM (2.35 MI) NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE BRIDGE OVER
 HW3238'SOUTH RIVER IN GREENVILLE TO THE MARK ON THE LEFT, IN THE NORTHWEST
 HW3238'WINGWALL OF A BRIDGE, 7.4 METERS (24.5 FT) NORTHWEST OF THE CENTER OF
 HW3238'THE HIGHWAY.
 HW3238'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8115 ***********************************************************************
 HV8115  DESIGNATION -  F 507
 HV8115  PID         -  HV8115
 HV8115  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8115  USGS QUAD   -  SALEM CHURCH (1994)
 HV8115
 HV8115                         *CURRENT SURVEY CONTROL
 HV8115  ___________________________________________________________________
 HV8115* NAD 83(1986)-  38 17 49.     (N)    077 30 39.     (W)     SCALED    
 HV8115* NAVD 88     -        73.391  (meters)     240.78   (feet)  ADJUSTED  
 HV8115  ___________________________________________________________________
 HV8115  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV8115  DYNAMIC HT  -          73.345 (meters)     240.63  (feet)  COMP
 HV8115  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 HV8115
 HV8115  VERT ORDER  -  FIRST     CLASS II
 HV8115
 HV8115.The horizontal coordinates were scaled from a topographic map and have
 HV8115.an estimated accuracy of +/- 6 seconds.
 HV8115
 HV8115.The orthometric height was determined by differential leveling
 HV8115.and adjusted by the National Geodetic Survey in June 1991..
 HV8115
 HV8115.The geoid height was determined by GEOID03.
 HV8115
 HV8115.The dynamic height is computed by dividing the NAVD 88
 HV8115.geopotential number by the normal gravity value computed on the
 HV8115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8115.degrees latitude (g = 980.6199 gals.).
 HV8115
 HV8115.The modeled gravity was interpolated from observed gravity values.
 HV8115
 HV8115;                    North         East    Units  Estimated Accuracy
 HV8115;SPC VA N     - 2,070,430.    3,586,530.      MT  (+/- 180 meters Scaled)
 HV8115
 HV8115                          SUPERSEDED SURVEY CONTROL
 HV8115
 HV8115.No superseded survey control is available for this station.
 HV8115
 HV8115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH804417(NAD 83)
 HV8115_MARKER: DB = BENCH MARK DISK
 HV8115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV8115_SP_SET: CULVERT HEADWALL
 HV8115_STAMPING: F 507 1984
 HV8115_MARK LOGO: NGS   
 HV8115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8115+STABILITY: SURFACE MOTION
 HV8115
 HV8115  HISTORY     - Date     Condition        Report By
 HV8115  HISTORY     - 1984     MONUMENTED       NGS
 HV8115  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV8115  HISTORY     - 19990407 MARK NOT FOUND   USPSQD
 HV8115
 HV8115                          STATION DESCRIPTION
 HV8115
 HV8115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HV8115'2.7 KM (1.7 MI) WEST FROM FREDERICKSBURG.
 HV8115'2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 3 FROM THE OVERPASS OF
 HV8115'ALTERNATE U.S. HIGHWAY 1 OVER STATE HIGHWAY 3 IN FREDERICKSBURG,
 HV8115'THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A ROAD TO THE MARK ON THE
 HV8115'RIGHT, IN TOP OF THE SOUTHWEST END OF A CONCRETE HEADWALL OF A CULVERT
 HV8115'UNDER THE ROAD, 8.23 METERS (27.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 HV8115'THE ROAD, 2.80 METERS (9.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 HV8115'HEADWALL, 2.04 METERS (6.7 FT) NORTH-NORTHWEST OF A WOODEN POLE FENCE.
 HV8115'THE MARK IS 0.30 M BELOW ROAD.
 HV8115
 HV8115                          STATION RECOVERY (1995)
 HV8115
 HV8115'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8115'MARK NOT FOUND.
 HV8115
 HV8115                          STATION RECOVERY (1999)
 HV8115
 HV8115'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8779 ***********************************************************************
 HV8779  DESIGNATION -  F 508
 HV8779  PID         -  HV8779
 HV8779  STATE/COUNTY-  VA/FAIRFAX
 HV8779  USGS QUAD   -  FALLS CHURCH (1994)
 HV8779
 HV8779                         *CURRENT SURVEY CONTROL
 HV8779  ___________________________________________________________________
 HV8779* NAD 83(1986)-  38 56 19.     (N)    077 08 00.     (W)     SCALED    
 HV8779* NAVD 88     -        71.763  (meters)     235.44   (feet)  ADJUSTED  
 HV8779  ___________________________________________________________________
 HV8779  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV8779  DYNAMIC HT  -          71.725 (meters)     235.32  (feet)  COMP
 HV8779  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 HV8779
 HV8779  VERT ORDER  -  FIRST     CLASS II
 HV8779
 HV8779.The horizontal coordinates were scaled from a topographic map and have
 HV8779.an estimated accuracy of +/- 6 seconds.
 HV8779
 HV8779.The orthometric height was determined by differential leveling
 HV8779.and adjusted by the National Geodetic Survey in June 1991..
 HV8779
 HV8779.The geoid height was determined by GEOID03.
 HV8779
 HV8779.The dynamic height is computed by dividing the NAVD 88
 HV8779.geopotential number by the normal gravity value computed on the
 HV8779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8779.degrees latitude (g = 980.6199 gals.).
 HV8779
 HV8779.The modeled gravity was interpolated from observed gravity values.
 HV8779
 HV8779;                    North         East    Units  Estimated Accuracy
 HV8779;SPC VA N     - 2,142,070.    3,618,480.      MT  (+/- 180 meters Scaled)
 HV8779
 HV8779                          SUPERSEDED SURVEY CONTROL
 HV8779
 HV8779.No superseded survey control is available for this station.
 HV8779
 HV8779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ151121(NAD 83)
 HV8779_MARKER: DV = VERTICAL CONTROL DISK
 HV8779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HV8779_SP_SET: ABUTMENT
 HV8779_STAMPING: F 508 1990
 HV8779_MARK LOGO: NGS   
 HV8779_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8779+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HV8779
 HV8779  HISTORY     - Date     Condition        Report By
 HV8779  HISTORY     - 1990     MONUMENTED       NGS
 HV8779  HISTORY     - 20020809 GOOD             INDIV
 HV8779
 HV8779                          STATION DESCRIPTION
 HV8779
 HV8779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HV8779'4.9 KM (3.04 MI) SOUTHERLY ALONG STATE HIGHWAY 123 FROM ITS JUNCTION
 HV8779'WITH OLD DOMINION DRIVE IN MCLEAN, SET VERTICALLY IN THE SOUTH FACE
 HV8779'OF THE EAST CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF
 HV8779'GEORGE WASHINGTON MEMORIAL PARKWAY, 7.0 M (22.97 FT) SOUTH OF THE
 HV8779'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.9 M (12.80 FT) BELOW
 HV8779'THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.30 FT) ABOVE THE GROUND
 HV8779'SURFACE.
 HV8779
 HV8779                          STATION RECOVERY (2002)
 HV8779
 HV8779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV8779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1409 ***********************************************************************
 FX1409  DESIGNATION -  F 51
 FX1409  PID         -  FX1409
 FX1409  STATE/COUNTY-  VA/BRUNSWICK
 FX1409  USGS QUAD   -  LAWRENCEVILLE (1973)
 FX1409
 FX1409                         *CURRENT SURVEY CONTROL
 FX1409  ___________________________________________________________________
 FX1409* NAD 83(1986)-  36 49 46.     (N)    077 47 16.     (W)     SCALED    
 FX1409* NAVD 88     -        97.932  (meters)     321.30   (feet)  POSTED    
 FX1409  ___________________________________________________________________
 FX1409  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 FX1409  DYNAMIC HT  -          97.860 (meters)     321.06  (feet)  COMP
 FX1409  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 FX1409
 FX1409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1409
 FX1409.The horizontal coordinates were scaled from a topographic map and have
 FX1409.an estimated accuracy of +/- 6 seconds.
 FX1409
 FX1409.The orthometric height was determined by differential leveling
 FX1409.and adjusted by the National Geodetic Survey in 1992..
 FX1409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1409.rate of 0.0 thru 1.0 mm/km.
 FX1409
 FX1409.The geoid height was determined by GEOID03.
 FX1409
 FX1409.The dynamic height is computed by dividing the NAVD 88
 FX1409.geopotential number by the normal gravity value computed on the
 FX1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1409.degrees latitude (g = 980.6199 gals.).
 FX1409
 FX1409.The modeled gravity was interpolated from observed gravity values.
 FX1409
 FX1409;                    North         East    Units  Estimated Accuracy
 FX1409;SPC VA S     - 1,055,300.    3,563,540.      MT  (+/- 180 meters Scaled)
 FX1409
 FX1409                          SUPERSEDED SURVEY CONTROL
 FX1409
 FX1409  NGVD 29 (??/??/92)   98.260  (m)          322.37   (f) ADJ UNCH    2 0
 FX1409
 FX1409.Superseded values are not recommended for survey control.
 FX1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1409.See file dsdata.txt to determine how the superseded data were derived.
 FX1409
 FX1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF513795(NAD 83)
 FX1409_MARKER: DB = BENCH MARK DISK
 FX1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1409_STAMPING: 322.388 F 51 1934
 FX1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1409+STABILITY: SURFACE MOTION
 FX1409
 FX1409  HISTORY     - Date     Condition        Report By
 FX1409  HISTORY     - 1934     MONUMENTED       CGS
 FX1409  HISTORY     - 1935     GOOD             NGS
 FX1409  HISTORY     - 1965     GOOD             NGS
 FX1409  HISTORY     - 20010317 POOR             USPSQD
 FX1409
 FX1409                          STATION DESCRIPTION
 FX1409
 FX1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1409'AT DOLPHIN.
 FX1409'AT DOLPHIN, BRUNSWICK COUNTY, ON THE VIRGINIAN RAILWAY, 87 FEET
 FX1409'EAST OF THE SOUTHEAST CORNER OF THE STATION, 13-1/2 FEET NORTH OF
 FX1409'THE NORTH RAIL OF THE MAIN TRACK AT A POINT 35-1/2 FEET WEST OF
 FX1409'THE CENTER OF A ROAD CROSSING, 1 FOOT HIGHER THAN THE TRACK,
 FX1409'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES ABOVE
 FX1409'GROUND.  RAILWAY STATION IS GONE.
 FX1409
 FX1409                          STATION RECOVERY (1965)
 FX1409
 FX1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FX1409'RECOVERED IN GOOD CONDITION.
 FX1409
 FX1409                          STATION RECOVERY (2001)
 FX1409
 FX1409'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 FX1409'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9597 ***********************************************************************
 AI9597  DESIGNATION -  F 511
 AI9597  PID         -  AI9597
 AI9597  STATE/COUNTY-  VA/ISLE OF WIGHT
 AI9597  USGS QUAD   -  BENNS CHURCH (1986)
 AI9597
 AI9597                         *CURRENT SURVEY CONTROL
 AI9597  ___________________________________________________________________
 AI9597* NAD 83(1986)-  36 57 03.     (N)    076 32 58.     (W)     SCALED    
 AI9597* NAVD 88     -         6.105  (meters)      20.03   (feet)  ADJUSTED  
 AI9597  ___________________________________________________________________
 AI9597  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 AI9597  DYNAMIC HT  -           6.100 (meters)      20.01  (feet)  COMP
 AI9597  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 AI9597
 AI9597  VERT ORDER  -  FIRST     CLASS II
 AI9597
 AI9597.The horizontal coordinates were scaled from a topographic map and have
 AI9597.an estimated accuracy of +/- 6 seconds.
 AI9597
 AI9597.The orthometric height was determined by differential leveling
 AI9597.and adjusted by the National Geodetic Survey in July 2002..
 AI9597.No vertical observational check was made to the station.
 AI9597
 AI9597.The geoid height was determined by GEOID03.
 AI9597
 AI9597.The dynamic height is computed by dividing the NAVD 88
 AI9597.geopotential number by the normal gravity value computed on the
 AI9597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9597.degrees latitude (g = 980.6199 gals.).
 AI9597
 AI9597.The modeled gravity was interpolated from observed gravity values.
 AI9597
 AI9597;                    North         East    Units  Estimated Accuracy
 AI9597;SPC VA S     - 1,070,320.    3,673,720.      MT  (+/- 180 meters Scaled)
 AI9597
 AI9597                          SUPERSEDED SURVEY CONTROL
 AI9597
 AI9597.No superseded survey control is available for this station.
 AI9597
 AI9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF620905(NAD 83)
 AI9597_MARKER: F = FLANGE-ENCASED ROD
 AI9597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9597_STAMPING: F 511 2000
 AI9597_MARK LOGO: NGS   
 AI9597_PROJECTION: RECESSED 3 CENTIMETERS
 AI9597_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9597+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9597_ROD/PIPE-DEPTH: 15.5 meters
 AI9597_SLEEVE-DEPTH  : 0.9 meters
 AI9597
 AI9597  HISTORY     - Date     Condition        Report By
 AI9597  HISTORY     - 2000     MONUMENTED       NGS
 AI9597
 AI9597                          STATION DESCRIPTION
 AI9597
 AI9597'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9597'1.2 KM (0.75 MI) NORTHERLY ALONG U.S.  HIGHWAY 17 FROM THE POST OFFICE
 AI9597'IN CARROLLTON, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG U.S.  HIGHWAY
 AI9597'258, THENCE 2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 665, 10.3 M
 AI9597'(33.8 FT) NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 665, 8.5 M
 AI9597'(27.9 FT) EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 669, 2.5 M
 AI9597'(8.2 FT) NORTH-NORTHWEST OF A UTILITY POLE, AND 0.6 M (2.0 FT)
 AI9597'SOUTH-SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AI9597'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI9597'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AI9597'CHARLIE FOSTER JR, 22019 REYNOLDS DRIVE, CARROLLTON, VA 23314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1662 ***********************************************************************
 HV1662  DESIGNATION -  F 512 PBPP
 HV1662  PID         -  HV1662
 HV1662  STATE/COUNTY-  VA/FAIRFAX
 HV1662  USGS QUAD   -  ALEXANDRIA (1994)
 HV1662
 HV1662                         *CURRENT SURVEY CONTROL
 HV1662  ___________________________________________________________________
 HV1662* NAD 83(1986)-  38 46 49.     (N)    077 03 10.     (W)     SCALED    
 HV1662* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 HV1662  ___________________________________________________________________
 HV1662  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV1662
 HV1662  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1662
 HV1662.The horizontal coordinates were scaled from a topographic map and have
 HV1662.an estimated accuracy of +/- 6 seconds.
 HV1662
 HV1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1662.The vertical order pertains to the NGVD 29 superseded value.
 HV1662
 HV1662.The geoid height was determined by GEOID03.
 HV1662
 HV1662;                    North         East    Units  Estimated Accuracy
 HV1662;SPC VA N     - 2,124,600.    3,625,740.      MT  (+/- 180 meters Scaled)
 HV1662
 HV1662                          SUPERSEDED SURVEY CONTROL
 HV1662
 HV1662  NGVD 29 (??/??/??)    2.847  (m)            9.34   (f) ADJUSTED    1 2
 HV1662
 HV1662.Superseded values are not recommended for survey control.
 HV1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1662.See file dsdata.txt to determine how the superseded data were derived.
 HV1662
 HV1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH216943(NAD 83)
 HV1662_MARKER: DD = SURVEY DISK
 HV1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1662_SP_SET: PLATFORM
 HV1662_STAMPING: 512
 HV1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1662
 HV1662  HISTORY     - Date     Condition        Report By
 HV1662  HISTORY     - UNK      MONUMENTED       PBPP
 HV1662  HISTORY     - 1931     GOOD             PBPP
 HV1662  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV1662
 HV1662                          STATION DESCRIPTION
 HV1662
 HV1662'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV1662'1.8 MI S FROM ALEXANDRIA.
 HV1662'IN FAIRFAX COUNTY, 1.8 MILES SOUTH ALONG THE MOUNT VERNON
 HV1662'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, NEAR THE
 HV1662'JUNCTION OF A PAVED ROAD LEADING WEST TO BELLE HAVEN, 250 FEET
 HV1662'EAST OF THE HIGHWAY, AT THE WEST SIDE OF THE ARNOLD RESIDENCE
 HV1662'(THE FIRST HOUSE ON THE EAST SIDE AFTER CROSSING HUNTING CREEK),
 HV1662'IN THE TOP OF A CONCRETE PLATFORM, IN LINE WITH THE SOUTH EDGE
 HV1662'OF THE HOUSE, AND 6 INCHES WEST OF THE WEST WALL.  A PUBLIC
 HV1662'BUILDINGS AND PUBLIC PARKS STANDARD DISK, STAMPED 512.
 HV1662
 HV1662                          STATION RECOVERY (1972)
 HV1662
 HV1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV1662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1663 ***********************************************************************
 HV1663  DESIGNATION -  F 513 PBPP
 HV1663  PID         -  HV1663
 HV1663  STATE/COUNTY-  VA/FAIRFAX
 HV1663  USGS QUAD   -  ALEXANDRIA (1994)
 HV1663
 HV1663                         *CURRENT SURVEY CONTROL
 HV1663  ___________________________________________________________________
 HV1663* NAD 83(1986)-  38 46 20.     (N)    077 03 09.     (W)     SCALED    
 HV1663* NAVD 88     -         1.64   (+/-2cm)       5.4    (feet)  VERTCON   
 HV1663  ___________________________________________________________________
 HV1663  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HV1663
 HV1663  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1663
 HV1663.The horizontal coordinates were scaled from a topographic map and have
 HV1663.an estimated accuracy of +/- 6 seconds.
 HV1663
 HV1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1663.The vertical order pertains to the NGVD 29 superseded value.
 HV1663
 HV1663.The geoid height was determined by GEOID03.
 HV1663
 HV1663;                    North         East    Units  Estimated Accuracy
 HV1663;SPC VA N     - 2,123,710.    3,625,780.      MT  (+/- 180 meters Scaled)
 HV1663
 HV1663                          SUPERSEDED SURVEY CONTROL
 HV1663
 HV1663  NGVD 29 (??/??/??)    1.910  (m)            6.27   (f) ADJUSTED    1 2
 HV1663
 HV1663.Superseded values are not recommended for survey control.
 HV1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1663.See file dsdata.txt to determine how the superseded data were derived.
 HV1663
 HV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH216935(NAD 83)
 HV1663_MARKER: DD = SURVEY DISK
 HV1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1663_SP_SET: CONCRETE PIPE
 HV1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1663
 HV1663  HISTORY     - Date     Condition        Report By
 HV1663  HISTORY     - UNK      MONUMENTED       PBPP
 HV1663  HISTORY     - 1931     GOOD             PBPP
 HV1663  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV1663
 HV1663                          STATION DESCRIPTION
 HV1663
 HV1663'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV1663'2.3 MI S FROM ALEXANDRIA.
 HV1663'IN FAIRFAX COUNTY, 2.3 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV1663'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.5 MILE SOUTH OF THE
 HV1663'ARNOLD RESIDENCE, NORTH OF A FRINGE OF TREES DIVIDING TWO PLOTS
 HV1663'OF TREES, 100 FEET WEST OF THE HIGHWAY, AND 50 FEET EAST OF A
 HV1663'WILD-CHERRY TREE.  A PUBLIC BUILDINGS AND PUBLIC PARKS STANDARD
 HV1663'DISK, SET IN THE TOP OF A CONCRETE-FILLED 6-INCH TERRA-COTTA
 HV1663'PIPE.
 HV1663
 HV1663                          STATION RECOVERY (1972)
 HV1663
 HV1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1664 ***********************************************************************
 HV1664  DESIGNATION -  F 514 PBPP
 HV1664  PID         -  HV1664
 HV1664  STATE/COUNTY-  VA/FAIRFAX
 HV1664  USGS QUAD   -  ALEXANDRIA (1994)
 HV1664
 HV1664                         *CURRENT SURVEY CONTROL
 HV1664  ___________________________________________________________________
 HV1664* NAD 83(1986)-  38 45 47.     (N)    077 03 07.     (W)     SCALED    
 HV1664* NAVD 88     -         2.38   (+/-2cm)       7.8    (feet)  VERTCON   
 HV1664  ___________________________________________________________________
 HV1664  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HV1664
 HV1664  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1664
 HV1664.The horizontal coordinates were scaled from a topographic map and have
 HV1664.an estimated accuracy of +/- 6 seconds.
 HV1664
 HV1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1664.The vertical order pertains to the NGVD 29 superseded value.
 HV1664
 HV1664.The geoid height was determined by GEOID03.
 HV1664
 HV1664;                    North         East    Units  Estimated Accuracy
 HV1664;SPC VA N     - 2,122,690.    3,625,850.      MT  (+/- 180 meters Scaled)
 HV1664
 HV1664                          SUPERSEDED SURVEY CONTROL
 HV1664
 HV1664  NGVD 29 (??/??/??)    2.651  (m)            8.70   (f) ADJUSTED    1 2
 HV1664
 HV1664.Superseded values are not recommended for survey control.
 HV1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1664.See file dsdata.txt to determine how the superseded data were derived.
 HV1664
 HV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH217924(NAD 83)
 HV1664_MARKER: DD = SURVEY DISK
 HV1664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1664_SP_SET: CULVERT
 HV1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1664
 HV1664  HISTORY     - Date     Condition        Report By
 HV1664  HISTORY     - UNK      MONUMENTED       PBPP
 HV1664  HISTORY     - 1931     GOOD             PBPP
 HV1664  HISTORY     - 1972     GOOD             NGS
 HV1664
 HV1664                          STATION DESCRIPTION
 HV1664
 HV1664'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV1664'3 MI S FROM ALEXANDRIA.
 HV1664'IN FAIRFAX COUNTY, ABOUT 3 MILES SOUTH ALONG THE MOUNT VERNON
 HV1664'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.2 MILE SOUTH
 HV1664'OF A PLAZA OR SMALL BREAK IN THE HIGHWAY, AT THE JUNCTION OF A
 HV1664'SMALL ROAD LEADING WEST, 35 FEET EAST OF THE CENTERLINE OF THE
 HV1664'HIGHWAY, 30 FEET NORTH OF THE ROAD, AT A CULVERT, AND IN THE
 HV1664'TOP OF THE GRANITE HEADWALL.  A PUBLIC BUILDINGS AND PUBLIC
 HV1664'PARKS STANDARD DISK.
 HV1664
 HV1664                          STATION RECOVERY (1972)
 HV1664
 HV1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1665 ***********************************************************************
 HV1665  DESIGNATION -  F 515 PBPP
 HV1665  PID         -  HV1665
 HV1665  STATE/COUNTY-  VA/FAIRFAX
 HV1665  USGS QUAD   -  ALEXANDRIA (1994)
 HV1665
 HV1665                         *CURRENT SURVEY CONTROL
 HV1665  ___________________________________________________________________
 HV1665* NAD 83(1986)-  38 45 14.     (N)    077 03 00.     (W)     SCALED    
 HV1665* NAVD 88     -         6.80   (+/-2cm)      22.3    (feet)  VERTCON   
 HV1665  ___________________________________________________________________
 HV1665  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HV1665
 HV1665  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV1665
 HV1665.The horizontal coordinates were scaled from a topographic map and have
 HV1665.an estimated accuracy of +/- 6 seconds.
 HV1665
 HV1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV1665.The vertical order pertains to the NGVD 29 superseded value.
 HV1665
 HV1665.The geoid height was determined by GEOID03.
 HV1665
 HV1665;                    North         East    Units  Estimated Accuracy
 HV1665;SPC VA N     - 2,121,680.    3,626,030.      MT  (+/- 180 meters Scaled)
 HV1665
 HV1665                          SUPERSEDED SURVEY CONTROL
 HV1665
 HV1665  NGVD 29 (??/??/??)    7.074  (m)           23.21   (f) ADJUSTED    1 2
 HV1665
 HV1665.Superseded values are not recommended for survey control.
 HV1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1665.See file dsdata.txt to determine how the superseded data were derived.
 HV1665
 HV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH218914(NAD 83)
 HV1665_MARKER: DD = SURVEY DISK
 HV1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV1665_SP_SET: CULVERT
 HV1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV1665
 HV1665  HISTORY     - Date     Condition        Report By
 HV1665  HISTORY     - UNK      MONUMENTED       PBPP
 HV1665  HISTORY     - 1931     GOOD             PBPP
 HV1665  HISTORY     - 1972     GOOD             NGS
 HV1665
 HV1665                          STATION DESCRIPTION
 HV1665
 HV1665'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV1665'3.7 MI S FROM ALEXANDRIA.
 HV1665'IN FAIRFAX COUNTY, 3.7 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV1665'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.2 MILE SOUTH OF AN
 HV1665'ILET ON THE EAST SIDE OF THE HIGHWAY, 18 FEET EAST OF THE EDGE
 HV1665'OF THE HIGHWAY, NEAR A LARGE GROWTH OF POPLAR TREES, AT A CULVERT,
 HV1665'AND IN THE TOP OF THE GRANITE HEADWALL.  A PUBLIC BUILDINGS AND
 HV1665'PUBLIC PARKS STANDARD DISK.
 HV1665
 HV1665                          STATION RECOVERY (1972)
 HV1665
 HV1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV1666 ***********************************************************************
 HV1666  DESIGNATION -  F 516
 HV1666  PID         -  HV1666
 HV1666  STATE/COUNTY-  VA/FAIRFAX
 HV1666  USGS QUAD   -  MOUNT VERNON (1983)
 HV1666
 HV1666                         *CURRENT SURVEY CONTROL
 HV1666  ___________________________________________________________________
 HV1666* NAD 83(1986)-  38 44 52.     (N)    077 02 57.     (W)     SCALED    
 HV1666* NAVD 88     -        20.261  (meters)      66.47   (feet)  ADJUSTED  
 HV1666  ___________________________________________________________________
 HV1666  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HV1666  DYNAMIC HT  -          20.250 (meters)      66.44  (feet)  COMP
 HV1666  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 HV1666
 HV1666  VERT ORDER  -  THIRD
 HV1666
 HV1666.The horizontal coordinates were scaled from a topographic map and have
 HV1666.an estimated accuracy of +/- 6 seconds.
 HV1666
 HV1666.The orthometric height was determined by differential leveling
 HV1666.and adjusted by the National Geodetic Survey in September 2004..
 HV1666
 HV1666.The geoid height was determined by GEOID03.
 HV1666
 HV1666.The dynamic height is computed by dividing the NAVD 88
 HV1666.geopotential number by the normal gravity value computed on the
 HV1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV1666.degrees latitude (g = 980.6199 gals.).
 HV1666
 HV1666.The modeled gravity was interpolated from observed gravity values.
 HV1666
 HV1666;                    North         East    Units  Estimated Accuracy
 HV1666;SPC VA N     - 2,121,000.    3,626,110.      MT  (+/- 180 meters Scaled)
 HV1666
 HV1666                          SUPERSEDED SURVEY CONTROL
 HV1666
 HV1666  NGVD 29 (??/??/??)   20.547  (m)           67.41   (f) ADJUSTED    1 2
 HV1666
 HV1666.Superseded values are not recommended for survey control.
 HV1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV1666.See file dsdata.txt to determine how the superseded data were derived.
 HV1666
 HV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH219907(NAD 83)
 HV1666_MARKER: DD = SURVEY DISK
 HV1666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HV1666_SP_SET: HEADER WALL BASE
 HV1666_MARK LOGO: PBPP  
 HV1666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV1666+STABILITY: SURFACE MOTION
 HV1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV1666+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV1666
 HV1666  HISTORY     - Date     Condition        Report By
 HV1666  HISTORY     - 1931     MONUMENTED       PBPP
 HV1666  HISTORY     - 1970     GOOD             USGS
 HV1666  HISTORY     - 19900115 GOOD             RDA
 HV1666
 HV1666                          STATION DESCRIPTION
 HV1666
 HV1666'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV1666'4.1 MI S FROM ALEXANDRIA.
 HV1666'IN FAIRFAX COUNTY, 4.1 MILES SOUTH ALONG THE MOUNT VERNON
 HV1666'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.1
 HV1666'MILE NORTH OF THE WELLINGTON VILLA OVERPASS, 150 FEET EAST OF
 HV1666'THE GIRLS FRIENDLY SOCIETY HOUSE, AT A LARGE GRANITE HEADER WALL
 HV1666'KNOWN AS THE FRIENDLY WALL AND THE ONLY EMBANKMENT WALL OF
 HV1666'THE HIGHWAY, IN THE CONCRETE BASE, 4 FEET WEST OF THE WEST CURB
 HV1666'OF THE HIGHWAY, 8 INCHES FROM THE NORTH END OF THE WALL, AND 20
 HV1666'INCHES BELOW THE SURFACE OF THE GROUND.  A PUBLIC BUILDINGS
 HV1666'AND PUBLIC PARKS STANDARD DISK.  NOTE-- A NEW WALL HAS BEEN
 HV1666'BUILT JUST SOUTH OF OLD WALL.
 HV1666
 HV1666                          STATION RECOVERY (1970)
 HV1666
 HV1666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HV1666'RECOVERED IN GOOD CONDITION.
 HV1666
 HV1666                          STATION RECOVERY (1990)
 HV1666
 HV1666'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2375 ***********************************************************************
 HV2375  DESIGNATION -  F 517 PBPP
 HV2375  PID         -  HV2375
 HV2375  STATE/COUNTY-  VA/FAIRFAX
 HV2375  USGS QUAD   -  MOUNT VERNON (1983)
 HV2375
 HV2375                         *CURRENT SURVEY CONTROL
 HV2375  ___________________________________________________________________
 HV2375* NAD 83(1986)-  38 44 24.     (N)    077 02 54.     (W)     SCALED    
 HV2375* NAVD 88     -        19.53   (+/-2cm)      64.1    (feet)  VERTCON   
 HV2375  ___________________________________________________________________
 HV2375  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV2375
 HV2375  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV2375
 HV2375.The horizontal coordinates were scaled from a topographic map and have
 HV2375.an estimated accuracy of +/- 6 seconds.
 HV2375
 HV2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2375.The vertical order pertains to the NGVD 29 superseded value.
 HV2375
 HV2375.The geoid height was determined by GEOID03.
 HV2375
 HV2375;                    North         East    Units  Estimated Accuracy
 HV2375;SPC VA N     - 2,120,140.    3,626,200.      MT  (+/- 180 meters Scaled)
 HV2375
 HV2375                          SUPERSEDED SURVEY CONTROL
 HV2375
 HV2375  NGVD 29 (??/??/??)   19.806  (m)           64.98   (f) ADJUSTED    1 2
 HV2375
 HV2375.Superseded values are not recommended for survey control.
 HV2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2375.See file dsdata.txt to determine how the superseded data were derived.
 HV2375
 HV2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH219899(NAD 83)
 HV2375_MARKER: DD = SURVEY DISK
 HV2375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2375_SP_SET: CULVERT HEADWALL
 HV2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2375
 HV2375  HISTORY     - Date     Condition        Report By
 HV2375  HISTORY     - 1931     MONUMENTED       PBPP
 HV2375  HISTORY     - 1971     MARK NOT FOUND   USGS
 HV2375
 HV2375                          STATION DESCRIPTION
 HV2375
 HV2375'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV2375'4.8 MI S FROM ALEXANDRIA.
 HV2375'IN FAIRFAX COUNTY, 4.8 MILE SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2375'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, WEST OF THE FIRST
 HV2375'CROSSROAD SOUTH OF THE WELLINGTON VILLA BRIDGE, 235 FEET NORTH
 HV2375'OF WELLINGTON LANE, 147 FEET WEST OF THE HIGHWAY, 63 FEET NORTHWEST
 HV2375'OF A CAST-IRON CATCH BASIN, AT A CULVERT, AND IN THE TOP OF THE
 HV2375'GRANITE HEADWALL.  A PUBLIC BUILDINGS AND PUBLIC PARKS STANDARD
 HV2375'DISK.
 HV2375
 HV2375                          STATION RECOVERY (1971)
 HV2375
 HV2375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HV2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2376 ***********************************************************************
 HV2376  DESIGNATION -  F 518 PBPP
 HV2376  PID         -  HV2376
 HV2376  STATE/COUNTY-  VA/FAIRFAX
 HV2376  USGS QUAD   -  MOUNT VERNON (1983)
 HV2376
 HV2376                         *CURRENT SURVEY CONTROL
 HV2376  ___________________________________________________________________
 HV2376* NAD 83(1986)-  38 43 56.     (N)    077 02 51.     (W)     SCALED    
 HV2376* NAVD 88     -        16.38   (+/-2cm)      53.7    (feet)  VERTCON   
 HV2376  ___________________________________________________________________
 HV2376  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV2376
 HV2376  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV2376
 HV2376.The horizontal coordinates were scaled from a topographic map and have
 HV2376.an estimated accuracy of +/- 6 seconds.
 HV2376
 HV2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2376.The vertical order pertains to the NGVD 29 superseded value.
 HV2376
 HV2376.The geoid height was determined by GEOID03.
 HV2376
 HV2376;                    North         East    Units  Estimated Accuracy
 HV2376;SPC VA N     - 2,119,280.    3,626,290.      MT  (+/- 180 meters Scaled)
 HV2376
 HV2376                          SUPERSEDED SURVEY CONTROL
 HV2376
 HV2376  NGVD 29 (??/??/??)   16.654  (m)           54.64   (f) ADJUSTED    1 2
 HV2376
 HV2376.Superseded values are not recommended for survey control.
 HV2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2376.See file dsdata.txt to determine how the superseded data were derived.
 HV2376
 HV2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH220890(NAD 83)
 HV2376_MARKER: DD = SURVEY DISK
 HV2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2376_SP_SET: STONE POST
 HV2376_STAMPING: F 518
 HV2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2376+STABILITY: SURFACE MOTION
 HV2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV2376+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 HV2376
 HV2376  HISTORY     - Date     Condition        Report By
 HV2376  HISTORY     - 1931     MONUMENTED       PBPP
 HV2376  HISTORY     - 1970     GOOD             NGS
 HV2376  HISTORY     - 1971     GOOD             NGS
 HV2376  HISTORY     - 20040812 GOOD             GEOCAC
 HV2376
 HV2376                          STATION DESCRIPTION
 HV2376
 HV2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HV2376'IN FAIRFAX.
 HV2376'IN FAIRFAX COUNTY 5.4 MILE SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2376'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, AT THE NORTHERN
 HV2376'ENTRANCE TO THE COLLINGWOOD TEA HOUSE, 110 FEET NORTHEAST OF THE
 HV2376'CENTER OF THE HIGHWAY, 72 FEET SOUTHEAST OF A FIRE HYDRANT, 12
 HV2376'FEET SOUTHWEST OF A VEPCO POWER POLE U.B. 99, B.M. IS SET
 HV2376'APPROXIMATELY 2 FEET ABOVE THE SURFACE OF THE GROUND, VERTICALLY
 HV2376'IN THE SOUTHERN MOST FACE OF 4 POST, WHICH ARE 2.5 FEET X 2.5
 HV2376'FEET, FIELD STONE ENTRANCE POSTS.
 HV2376
 HV2376                          STATION RECOVERY (1971)
 HV2376
 HV2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2376'RECOVERED IN GOOD CONDITION.
 HV2376
 HV2376                          STATION RECOVERY (2004)
 HV2376
 HV2376'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HV2376'HANDHELD COORDINATES ARE N38-43-56.16 W077-02-48.30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2377 ***********************************************************************
 HV2377  DESIGNATION -  F 519 PBPP
 HV2377  PID         -  HV2377
 HV2377  STATE/COUNTY-  VA/FAIRFAX
 HV2377  USGS QUAD   -  MOUNT VERNON (1983)
 HV2377
 HV2377                         *CURRENT SURVEY CONTROL
 HV2377  ___________________________________________________________________
 HV2377* NAD 83(1986)-  38 43 36.     (N)    077 02 32.     (W)     SCALED    
 HV2377* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 HV2377  ___________________________________________________________________
 HV2377  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HV2377
 HV2377  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV2377
 HV2377.The horizontal coordinates were scaled from a topographic map and have
 HV2377.an estimated accuracy of +/- 6 seconds.
 HV2377
 HV2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2377.The vertical order pertains to the NGVD 29 superseded value.
 HV2377
 HV2377.The geoid height was determined by GEOID03.
 HV2377
 HV2377;                    North         East    Units  Estimated Accuracy
 HV2377;SPC VA N     - 2,118,670.    3,626,760.      MT  (+/- 180 meters Scaled)
 HV2377
 HV2377                          SUPERSEDED SURVEY CONTROL
 HV2377
 HV2377  NGVD 29 (??/??/??)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 HV2377
 HV2377.Superseded values are not recommended for survey control.
 HV2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2377.See file dsdata.txt to determine how the superseded data were derived.
 HV2377
 HV2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH224884(NAD 83)
 HV2377_MARKER: DD = SURVEY DISK
 HV2377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2377_SP_SET: CULVERT HEADWALL
 HV2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2377
 HV2377  HISTORY     - Date     Condition        Report By
 HV2377  HISTORY     - 1931     MONUMENTED       PBPP
 HV2377  HISTORY     - 1971     GOOD             NGS
 HV2377
 HV2377                          STATION DESCRIPTION
 HV2377
 HV2377'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV2377'5.9 MI S FROM ALEXANDRIA.
 HV2377'IN FAIRFAX COUNTY, 5.9 MILES SOUTH ALONG THE MOUNT VERNON
 HV2377'MEMORIAL HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 30 FEET
 HV2377'WEST OF THE HIGHWAY, 32.5 FEET SOUTHEAST OF A 24-INCH MAPLE
 HV2377'TREE, 76.3 FEET SOUTH OF AN 18-INCH SYCAMORE TREE, AT A CULVERT,
 HV2377'AND IN THE TOP OF THE GRANITE HEADWALL.  A PUBLIC BUILDINGS
 HV2377'AND PUBLIC PARKS STANDARD DISK.  NOTE-- A CULVERT WAS FOUND AT
 HV2377'MILEAGE AND MEASUREMENT WHICH WAS CORRECT, BUT IT HAS BEEN
 HV2377'CONVERTED TO A LARGE CATCH BASIN WITH STEEL RAILS OVER HEADWALL
 HV2377'WHICH IS NOW CONCRETE.
 HV2377
 HV2377                          STATION RECOVERY (1971)
 HV2377
 HV2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1184 ***********************************************************************
 FX1184  DESIGNATION -  F 52
 FX1184  PID         -  FX1184
 FX1184  STATE/COUNTY-  VA/SOUTHAMPTON
 FX1184  USGS QUAD   -  BOYKINS (1979)
 FX1184
 FX1184                         *CURRENT SURVEY CONTROL
 FX1184  ___________________________________________________________________
 FX1184* NAD 83(1986)-  36 32 49.     (N)    077 11 55.     (W)     SCALED    
 FX1184* NAVD 88     -        10.719  (meters)      35.17   (feet)  ADJUSTED  
 FX1184  ___________________________________________________________________
 FX1184  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FX1184  DYNAMIC HT  -          10.711 (meters)      35.14  (feet)  COMP
 FX1184  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 FX1184
 FX1184  VERT ORDER  -  SECOND    CLASS I
 FX1184
 FX1184.The horizontal coordinates were scaled from a topographic map and have
 FX1184.an estimated accuracy of +/- 6 seconds.
 FX1184
 FX1184.The orthometric height was determined by differential leveling
 FX1184.and adjusted by the National Geodetic Survey in April 2001..
 FX1184.No vertical observational check was made to the station.
 FX1184
 FX1184.The geoid height was determined by GEOID03.
 FX1184
 FX1184.The dynamic height is computed by dividing the NAVD 88
 FX1184.geopotential number by the normal gravity value computed on the
 FX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1184.degrees latitude (g = 980.6199 gals.).
 FX1184
 FX1184.The modeled gravity was interpolated from observed gravity values.
 FX1184
 FX1184;                    North         East    Units  Estimated Accuracy
 FX1184;SPC VA S     - 1,024,510.    3,616,520.      MT  (+/- 180 meters Scaled)
 FX1184
 FX1184                          SUPERSEDED SURVEY CONTROL
 FX1184
 FX1184  NAVD 88 (??/??/92)   10.719  (m)           35.17   (f) UNKNOWN     3 0
 FX1184  NGVD 29 (??/??/92)   11.064  (m)           36.30   (f) ADJ UNCH    2 0
 FX1184
 FX1184.Superseded values are not recommended for survey control.
 FX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1184.See file dsdata.txt to determine how the superseded data were derived.
 FX1184
 FX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF032468(NAD 83)
 FX1184_MARKER: DB = BENCH MARK DISK
 FX1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1184_STAMPING: 36.286 F 52 1934
 FX1184_MARK LOGO: CGS   
 FX1184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1184+STABILITY: SURFACE MOTION
 FX1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1184+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FX1184
 FX1184  HISTORY     - Date     Condition        Report By
 FX1184  HISTORY     - 1934     MONUMENTED       CGS
 FX1184  HISTORY     - 1935     GOOD             NGS
 FX1184  HISTORY     - 19970528 GOOD             NCGS
 FX1184
 FX1184                          STATION DESCRIPTION
 FX1184
 FX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FX1184'2.9 MI S FROM BOYKINS.
 FX1184'2.9 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX1184'STATION AT BOYKINS, SOUTHAMPTON COUNTY, ABOUT 0.1 MILE NORTH OF
 FX1184'THE VIRGINIA-NORTH CAROLINA STATE LINE, ABOUT 750 FEET NORTH
 FX1184'OF MILEPOST 57, ABOUT 7 YARDS NORTH OF A DIRT ROAD, 26 FEET
 FX1184'EAST OF THE CENTER LINE OF THE TRACK, 1 FOOT NORTH OF A POLE,
 FX1184'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 FX1184'36.286 F 52 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1184'ABOUT 10 INCHES ABOVE GROUND.
 FX1184
 FX1184                          STATION RECOVERY (1935)
 FX1184
 FX1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FX1184'RECOVERED IN GOOD CONDITION.
 FX1184
 FX1184                          STATION RECOVERY (1997)
 FX1184
 FX1184'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX1184'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  1-FOOT NORTH
 FX1184'OF POLE REFERENCES IS GONE, MARK NOW PROJECTS 2-INCHES NOT 10-INCHES,
 FX1184'AND MARK IS 28.1 FT (8.6 M) NORTHWEST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2378 ***********************************************************************
 HV2378  DESIGNATION -  F 520
 HV2378  PID         -  HV2378
 HV2378  STATE/COUNTY-  VA/FAIRFAX
 HV2378  USGS QUAD   -  MOUNT VERNON (1983)
 HV2378
 HV2378                         *CURRENT SURVEY CONTROL
 HV2378  ___________________________________________________________________
 HV2378* NAD 83(1986)-  38 42 53.     (N)    077 02 48.     (W)     SCALED    
 HV2378* NAVD 88     -         8.330  (meters)      27.33   (feet)  ADJUSTED  
 HV2378  ___________________________________________________________________
 HV2378  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HV2378  DYNAMIC HT  -           8.325 (meters)      27.31  (feet)  COMP
 HV2378  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 HV2378
 HV2378  VERT ORDER  -  FIRST     CLASS II
 HV2378
 HV2378.The horizontal coordinates were scaled from a topographic map and have
 HV2378.an estimated accuracy of +/- 6 seconds.
 HV2378
 HV2378.The orthometric height was determined by differential leveling
 HV2378.and adjusted by the National Geodetic Survey in June 1991..
 HV2378
 HV2378.The geoid height was determined by GEOID03.
 HV2378
 HV2378.The dynamic height is computed by dividing the NAVD 88
 HV2378.geopotential number by the normal gravity value computed on the
 HV2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2378.degrees latitude (g = 980.6199 gals.).
 HV2378
 HV2378.The modeled gravity was interpolated from observed gravity values.
 HV2378
 HV2378;                    North         East    Units  Estimated Accuracy
 HV2378;SPC VA N     - 2,117,330.    3,626,390.      MT  (+/- 180 meters Scaled)
 HV2378
 HV2378                          SUPERSEDED SURVEY CONTROL
 HV2378
 HV2378  NGVD 29 (??/??/??)    8.617  (m)           28.27   (f) ADJUSTED    1 2
 HV2378
 HV2378.Superseded values are not recommended for survey control.
 HV2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2378.See file dsdata.txt to determine how the superseded data were derived.
 HV2378
 HV2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH220871(NAD 83)
 HV2378_MARKER: DD = SURVEY DISK
 HV2378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV2378_SP_SET: STONE RAILING
 HV2378_STAMPING: F 520
 HV2378_MARK LOGO: PBPP  
 HV2378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2378+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2378
 HV2378  HISTORY     - Date     Condition        Report By
 HV2378  HISTORY     - 1931     MONUMENTED       PBPP
 HV2378  HISTORY     - 1955     GOOD             USE
 HV2378  HISTORY     - 1971     GOOD             NGS
 HV2378  HISTORY     - 19900115 GOOD             RDA
 HV2378
 HV2378                          STATION DESCRIPTION
 HV2378
 HV2378'DESCRIBED BY US ENGINEERS 1955
 HV2378'6.8 MI S FROM ALEXANDRIA.
 HV2378'IN FAIRFAX COUNTY, 6.8 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2378'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, ON THE EAST SIDE OF
 HV2378'THE HIGHWAY, AT A BRIDGE OVER A ROAD LEADING FROM FORT HUNT TO
 HV2378'A WHARF, AND IN THE TOP OF THE STONE RAILING.  A PUBLIC BUILDINGS
 HV2378'AND PUBLIC PARKS STANDARD DISK.
 HV2378
 HV2378                          STATION RECOVERY (1971)
 HV2378
 HV2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HV2378'RECOVERED IN GOOD CONDITION.
 HV2378
 HV2378                          STATION RECOVERY (1990)
 HV2378
 HV2378'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2381 ***********************************************************************
 HV2381  DESIGNATION -  F 523 PBPP
 HV2381  PID         -  HV2381
 HV2381  STATE/COUNTY-  VA/FAIRFAX
 HV2381  USGS QUAD   -  MOUNT VERNON (1983)
 HV2381
 HV2381                         *CURRENT SURVEY CONTROL
 HV2381  ___________________________________________________________________
 HV2381* NAD 83(1986)-  38 42 41.     (N)    077 04 23.     (W)     SCALED    
 HV2381* NAVD 88     -         7.630  (meters)      25.03   (feet)  ADJUSTED  
 HV2381  ___________________________________________________________________
 HV2381  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV2381  DYNAMIC HT  -           7.626 (meters)      25.02  (feet)  COMP
 HV2381  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 HV2381
 HV2381  VERT ORDER  -  FIRST     CLASS II
 HV2381
 HV2381.The horizontal coordinates were scaled from a topographic map and have
 HV2381.an estimated accuracy of +/- 6 seconds.
 HV2381
 HV2381.The orthometric height was determined by differential leveling
 HV2381.and adjusted by the National Geodetic Survey in June 1991..
 HV2381
 HV2381.The geoid height was determined by GEOID03.
 HV2381
 HV2381.The dynamic height is computed by dividing the NAVD 88
 HV2381.geopotential number by the normal gravity value computed on the
 HV2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2381.degrees latitude (g = 980.6199 gals.).
 HV2381
 HV2381.The modeled gravity was interpolated from observed gravity values.
 HV2381
 HV2381;                    North         East    Units  Estimated Accuracy
 HV2381;SPC VA N     - 2,116,930.    3,624,100.      MT  (+/- 180 meters Scaled)
 HV2381
 HV2381                          SUPERSEDED SURVEY CONTROL
 HV2381
 HV2381  NGVD 29 (??/??/??)    7.920  (m)           25.98   (f) ADJUSTED    1 2
 HV2381
 HV2381.Superseded values are not recommended for survey control.
 HV2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2381.See file dsdata.txt to determine how the superseded data were derived.
 HV2381
 HV2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH197867(NAD 83)
 HV2381_MARKER: DD = SURVEY DISK
 HV2381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2381_SP_SET: CONCRETE PIPE
 HV2381_STAMPING: F 523
 HV2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2381
 HV2381  HISTORY     - Date     Condition        Report By
 HV2381  HISTORY     - 1931     MONUMENTED       PBPP
 HV2381  HISTORY     - 1955     GOOD             USE
 HV2381  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV2381
 HV2381                          STATION DESCRIPTION
 HV2381
 HV2381'DESCRIBED BY US ENGINEERS 1955
 HV2381'8.4 MI S FROM ALEXANDRIA.
 HV2381'IN FAIRFAX COUNTY, 8.4 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2381'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 230 YARDS NORTH OF
 HV2381'THE LITTLE HUNTING CREEK BRIDGE, 70 YARDS EAST OF THE HIGHWAY,
 HV2381'AND 40 YARDS NORTHWEST OF A MARYLAND-VIRGINIA BOUNDARY COMMISSION
 HV2381'REFERENCE MONUMENT.  A PUBLIC BUILDINGS AND PUBLIC PARKS STANDARD
 HV2381'DISK, SET IN THE TOP OF A CONCRETE-FILLED 6-INCH TERRA-COTTA PIPE.
 HV2381'NOTE-- BATTERED BY LAWNMOWER BUT STILL SERVICABLE.
 HV2381
 HV2381                          STATION RECOVERY (1972)
 HV2381
 HV2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2382 ***********************************************************************
 HV2382  DESIGNATION -  F 524 PBPP
 HV2382  PID         -  HV2382
 HV2382  STATE/COUNTY-  VA/FAIRFAX
 HV2382  USGS QUAD   -  MOUNT VERNON (1983)
 HV2382
 HV2382                         *CURRENT SURVEY CONTROL
 HV2382  ___________________________________________________________________
 HV2382* NAD 83(1986)-  38 42 46.     (N)    077 05 09.     (W)     SCALED    
 HV2382* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 HV2382  ___________________________________________________________________
 HV2382  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV2382
 HV2382  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV2382
 HV2382.The horizontal coordinates were scaled from a topographic map and have
 HV2382.an estimated accuracy of +/- 6 seconds.
 HV2382
 HV2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2382.The vertical order pertains to the NGVD 29 superseded value.
 HV2382
 HV2382.The geoid height was determined by GEOID03.
 HV2382
 HV2382;                    North         East    Units  Estimated Accuracy
 HV2382;SPC VA N     - 2,117,070.    3,622,990.      MT  (+/- 180 meters Scaled)
 HV2382
 HV2382                          SUPERSEDED SURVEY CONTROL
 HV2382
 HV2382  NGVD 29 (??/??/??)    1.815  (m)            5.95   (f) ADJUSTED    1 2
 HV2382
 HV2382.Superseded values are not recommended for survey control.
 HV2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2382.See file dsdata.txt to determine how the superseded data were derived.
 HV2382
 HV2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH186869(NAD 83)
 HV2382_MARKER: DD = SURVEY DISK
 HV2382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV2382_SP_SET: CULVERT
 HV2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2382
 HV2382  HISTORY     - Date     Condition        Report By
 HV2382  HISTORY     - 1931     MONUMENTED       PBPP
 HV2382  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2382  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV2382
 HV2382                          STATION DESCRIPTION
 HV2382
 HV2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2382'9 MI S FROM ALEXANDRIA.
 HV2382'IN FAIRFAX COUNTY, 9.0 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2382'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.3 MILE SOUTH OF THE
 HV2382'SOUTH END OF A LARGE FILL ACROSS LITTLE HUNTING CREEK, AT THE
 HV2382'SECOND CULVERT SOUTH OF THE LITTLE HUNTING CREEK BRIDGE, AND
 HV2382'IN THE TOP OF THE WEST GRANITE HEADWALL.  A PUBLIC BUIDLINGS
 HV2382'AND PUBLIC PARKS STANDARD DISK.
 HV2382
 HV2382                          STATION RECOVERY (1972)
 HV2382
 HV2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2383 ***********************************************************************
 HV2383  DESIGNATION -  F 525
 HV2383  PID         -  HV2383
 HV2383  STATE/COUNTY-  VA/FAIRFAX
 HV2383  USGS QUAD   -  MOUNT VERNON (1983)
 HV2383
 HV2383                         *CURRENT SURVEY CONTROL
 HV2383  ___________________________________________________________________
 HV2383* NAD 83(1986)-  38 42 55.     (N)    077 05 19.     (W)     SCALED    
 HV2383* NAVD 88     -        31.108  (meters)     102.06   (feet)  ADJUSTED  
 HV2383  ___________________________________________________________________
 HV2383  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV2383  DYNAMIC HT  -          31.091 (meters)     102.00  (feet)  COMP
 HV2383  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 HV2383
 HV2383  VERT ORDER  -  FIRST     CLASS II
 HV2383
 HV2383.The horizontal coordinates were scaled from a topographic map and have
 HV2383.an estimated accuracy of +/- 6 seconds.
 HV2383
 HV2383.The orthometric height was determined by differential leveling
 HV2383.and adjusted by the National Geodetic Survey in June 1991..
 HV2383
 HV2383.The geoid height was determined by GEOID03.
 HV2383
 HV2383.The dynamic height is computed by dividing the NAVD 88
 HV2383.geopotential number by the normal gravity value computed on the
 HV2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2383.degrees latitude (g = 980.6199 gals.).
 HV2383
 HV2383.The modeled gravity was interpolated from observed gravity values.
 HV2383
 HV2383;                    North         East    Units  Estimated Accuracy
 HV2383;SPC VA N     - 2,117,340.    3,622,740.      MT  (+/- 180 meters Scaled)
 HV2383
 HV2383                          SUPERSEDED SURVEY CONTROL
 HV2383
 HV2383  NGVD 29 (??/??/??)   31.400  (m)          103.02   (f) ADJUSTED    1 2
 HV2383
 HV2383.Superseded values are not recommended for survey control.
 HV2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2383.See file dsdata.txt to determine how the superseded data were derived.
 HV2383
 HV2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH184872(NAD 83)
 HV2383_MARKER: DD = SURVEY DISK
 HV2383_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HV2383_SP_SET: BRICK WALL
 HV2383_STAMPING: F 525
 HV2383_MARK LOGO: PBPP  
 HV2383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2383+STABILITY: SURFACE MOTION
 HV2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV2383+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 HV2383
 HV2383  HISTORY     - Date     Condition        Report By
 HV2383  HISTORY     - 1931     MONUMENTED       PBPP
 HV2383  HISTORY     - 1955     GOOD             USE
 HV2383  HISTORY     - 1972     GOOD             NGS
 HV2383  HISTORY     - 19900115 GOOD             RDA
 HV2383
 HV2383                          STATION DESCRIPTION
 HV2383
 HV2383'DESCRIBED BY US ENGINEERS 1955
 HV2383'9.4 MI S FROM ALEXANDRIA.
 HV2383'IN FAIRFAX COUNTY, 9.4 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2383'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, 0.3 MILE NORTH OF
 HV2383'THE LITTLE HATCHET INN AT MOUNT VERNON, AT THE NORTHWEST CORNER
 HV2383'OF THE MOUNT VERNON ESTATE, 75 FEET EAST OF THE HIGHWAY, IN
 HV2383'THE BRICK WALL, 11 INCHES FROM THE CORNER, AND 8 INCHES ABOVE THE
 HV2383'GROUND.  A PUBLIC BUILDINGS AND PUBLIC PARKS STANDARD DISK, SET
 HV2383'VERTICALLY.
 HV2383
 HV2383                          STATION RECOVERY (1972)
 HV2383
 HV2383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2383'RECOVERED IN GOOD CONDITION.
 HV2383
 HV2383                          STATION RECOVERY (1990)
 HV2383
 HV2383'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2384 ***********************************************************************
 HV2384  DESIGNATION -  F 526 PBPP
 HV2384  PID         -  HV2384
 HV2384  STATE/COUNTY-  VA/FAIRFAX
 HV2384  USGS QUAD   -  MOUNT VERNON (1983)
 HV2384
 HV2384                         *CURRENT SURVEY CONTROL
 HV2384  ___________________________________________________________________
 HV2384* NAD 83(1986)-  38 42 40.     (N)    077 05 15.     (W)     SCALED    
 HV2384* NAVD 88     -        34.12   (+/-2cm)     111.9    (feet)  VERTCON   
 HV2384  ___________________________________________________________________
 HV2384  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HV2384
 HV2384  VERT ORDER  -  FIRST     CLASS II (See Below)
 HV2384
 HV2384.The horizontal coordinates were scaled from a topographic map and have
 HV2384.an estimated accuracy of +/- 6 seconds.
 HV2384
 HV2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV2384.The vertical order pertains to the NGVD 29 superseded value.
 HV2384
 HV2384.The geoid height was determined by GEOID03.
 HV2384
 HV2384;                    North         East    Units  Estimated Accuracy
 HV2384;SPC VA N     - 2,116,880.    3,622,850.      MT  (+/- 180 meters Scaled)
 HV2384
 HV2384                          SUPERSEDED SURVEY CONTROL
 HV2384
 HV2384  NGVD 29 (??/??/??)   34.404  (m)          112.87   (f) ADJUSTED    1 2
 HV2384
 HV2384.Superseded values are not recommended for survey control.
 HV2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2384.See file dsdata.txt to determine how the superseded data were derived.
 HV2384
 HV2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH184867(NAD 83)
 HV2384_MARKER: DD = SURVEY DISK
 HV2384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HV2384_SP_SET: PIPE
 HV2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV2384
 HV2384  HISTORY     - Date     Condition        Report By
 HV2384  HISTORY     - 1931     MONUMENTED       PBPP
 HV2384  HISTORY     - 1955     MARK NOT FOUND   CGS
 HV2384  HISTORY     - 1972     GOOD             NGS
 HV2384
 HV2384                          STATION DESCRIPTION
 HV2384
 HV2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HV2384'9.7 MI S FROM ALEXANDRIA.
 HV2384'IN FAIRFAX COUNTY, 9.7 MILES SOUTH ALONG THE MOUNT VERNON MEMORIAL
 HV2384'HIGHWAY FROM THE POST OFFICE AT ALEXANDRIA, AT MOUNT VERNON, AT
 HV2384'THE ENTRANCE TO THE MOUNT VERNON ESTATE, 88.3 FEET EAST OF THE
 HV2384'ENTRANCE GATE, AND 2.2 FEET NORTH OF THE BRICK WALL.  A PUBLIC
 HV2384'BUILDINGS AND PUBLIC PARKS STANDARD DISK, SET IN THE TOP OF A
 HV2384'CONCRETE-FILLED 8-INCH TERRA-COTTA PIPE.
 HV2384
 HV2384                          STATION RECOVERY (1972)
 HV2384
 HV2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HV2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0746 ***********************************************************************
 FY0746  DESIGNATION -  F 53
 FY0746  PID         -  FY0746
 FY0746  STATE/COUNTY-  VA/HALIFAX
 FY0746  USGS QUAD   -  OAK LEVEL (1982)
 FY0746
 FY0746                         *CURRENT SURVEY CONTROL
 FY0746  ___________________________________________________________________
 FY0746* NAD 83(1986)-  36 38 44.     (N)    079 05 54.     (W)     SCALED    
 FY0746* NAVD 88     -       107.888  (meters)     353.96   (feet)  ADJUSTED  
 FY0746  ___________________________________________________________________
 FY0746  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FY0746  DYNAMIC HT  -         107.803 (meters)     353.68  (feet)  COMP
 FY0746  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 FY0746
 FY0746  VERT ORDER  -  SECOND    CLASS 0
 FY0746
 FY0746.The horizontal coordinates were scaled from a topographic map and have
 FY0746.an estimated accuracy of +/- 6 seconds.
 FY0746
 FY0746.The orthometric height was determined by differential leveling
 FY0746.and adjusted by the National Geodetic Survey in June 1991..
 FY0746.WARNING-Repeat measurements at this control monument indicate possible
 FY0746.vertical movement.
 FY0746
 FY0746.The geoid height was determined by GEOID03.
 FY0746
 FY0746.The dynamic height is computed by dividing the NAVD 88
 FY0746.geopotential number by the normal gravity value computed on the
 FY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0746.degrees latitude (g = 980.6199 gals.).
 FY0746
 FY0746.The modeled gravity was interpolated from observed gravity values.
 FY0746
 FY0746;                    North         East    Units  Estimated Accuracy
 FY0746;SPC VA S     - 1,034,820.    3,446,490.      MT  (+/- 180 meters Scaled)
 FY0746
 FY0746                          SUPERSEDED SURVEY CONTROL
 FY0746
 FY0746  NGVD 29 (??/??/92)  108.132  (m)          354.76   (f) ADJ UNCH    2 0
 FY0746
 FY0746.Superseded values are not recommended for survey control.
 FY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0746.See file dsdata.txt to determine how the superseded data were derived.
 FY0746
 FY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA699572(NAD 83)
 FY0746_MARKER: DB = BENCH MARK DISK
 FY0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0746_STAMPING: F 53 1934 355.052
 FY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0746+STABILITY: SURFACE MOTION
 FY0746
 FY0746  HISTORY     - Date     Condition        Report By
 FY0746  HISTORY     - 1934     MONUMENTED       CGS
 FY0746  HISTORY     - 1966     GOOD             NGS
 FY0746
 FY0746                          STATION DESCRIPTION
 FY0746
 FY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0746'AT PACES.
 FY0746'AT PACES, ALONG THE SOUTHERN RAILWAY, NEAR THE CROSSING OF
 FY0746'COUNTY ROAD NO. 658, 14 FEET EAST OF THE EAST RAIL OF THE MAIN
 FY0746'TRACK, 161 1/2 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 FY0746'INTERSECTION OF THE MAIN TRACK AND COUNTY ROAD NO. 658, 61.8
 FY0746'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD BUILDING, 1 FOOT
 FY0746'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 FY0746'POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0334 ***********************************************************************
 GW0334  DESIGNATION -  F 54
 GW0334  PID         -  GW0334
 GW0334  STATE/COUNTY-  VA/LUNENBURG
 GW0334  USGS QUAD   -  KEYSVILLE (1987)
 GW0334
 GW0334                         *CURRENT SURVEY CONTROL
 GW0334  ___________________________________________________________________
 GW0334* NAD 83(1986)-  37 05 43.     (N)    078 22 43.     (W)     SCALED    
 GW0334* NAVD 88     -       174.173  (meters)     571.43   (feet)  ADJUSTED  
 GW0334  ___________________________________________________________________
 GW0334  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 GW0334  DYNAMIC HT  -         174.047 (meters)     571.02  (feet)  COMP
 GW0334  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 GW0334
 GW0334  VERT ORDER  -  SECOND    CLASS 0
 GW0334
 GW0334.The horizontal coordinates were scaled from a topographic map and have
 GW0334.an estimated accuracy of +/- 6 seconds.
 GW0334
 GW0334.The orthometric height was determined by differential leveling
 GW0334.and adjusted by the National Geodetic Survey in June 1991..
 GW0334
 GW0334.The geoid height was determined by GEOID03.
 GW0334
 GW0334.The dynamic height is computed by dividing the NAVD 88
 GW0334.geopotential number by the normal gravity value computed on the
 GW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0334.degrees latitude (g = 980.6199 gals.).
 GW0334
 GW0334.The modeled gravity was interpolated from observed gravity values.
 GW0334
 GW0334;                    North         East    Units  Estimated Accuracy
 GW0334;SPC VA S     - 1,084,560.    3,510,790.      MT  (+/- 180 meters Scaled)
 GW0334
 GW0334                          SUPERSEDED SURVEY CONTROL
 GW0334
 GW0334  NGVD 29 (??/??/92)  174.404  (m)          572.19   (f) ADJ UNCH    2 0
 GW0334
 GW0334.Superseded values are not recommended for survey control.
 GW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0334.See file dsdata.txt to determine how the superseded data were derived.
 GW0334
 GW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB329086(NAD 83)
 GW0334_MARKER: DB = BENCH MARK DISK
 GW0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0334_SP_SET: PIER
 GW0334_STAMPING: F 54 1934
 GW0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0334
 GW0334  HISTORY     - Date     Condition        Report By
 GW0334  HISTORY     - 1934     MONUMENTED       CGS
 GW0334  HISTORY     - 1965     GOOD             NGS
 GW0334  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 GW0334
 GW0334                          STATION DESCRIPTION
 GW0334
 GW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW0334'0.6 MI W FROM MEHERRIN.
 GW0334'0.6 MILE WEST ALONG THE VIRGINIAN RAILWAY FROM THE STATION AT
 GW0334'MEHERRIN, LUNENBURG COUNTY, 0.15 MILE WEST OF MILEPOST 132, AT
 GW0334'THE BRIDGE OF U.S. HIGHWAY 360 OVER THE TRACK, IN THE SOUTH FACE
 GW0334'OF THE CONCRETE PIER, 6 YARDS NORTH OF THE CENTERLINE OF THE
 GW0334'TRACK, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F
 GW0334'54 1934 AND SET VERTICALLY.
 GW0334
 GW0334                          STATION RECOVERY (1965)
 GW0334
 GW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GW0334'RECOVERED IN GOOD CONDITION.
 GW0334
 GW0334                          STATION RECOVERY (2001)
 GW0334
 GW0334'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1209 ***********************************************************************
 GW1209  DESIGNATION -  F 55
 GW1209  PID         -  GW1209
 GW1209  STATE/COUNTY-  VA/CAMPBELL
 GW1209  USGS QUAD   -  GLADYS (1982)
 GW1209
 GW1209                         *CURRENT SURVEY CONTROL
 GW1209  ___________________________________________________________________
 GW1209* NAD 83(1986)-  37 12 05.     (N)    079 05 11.     (W)     SCALED    
 GW1209* NAVD 88     -       239.688  (meters)     786.38   (feet)  ADJUSTED  
 GW1209  ___________________________________________________________________
 GW1209  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 GW1209  DYNAMIC HT  -         239.505 (meters)     785.78  (feet)  COMP
 GW1209  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 GW1209
 GW1209  VERT ORDER  -  SECOND    CLASS 0
 GW1209
 GW1209.The horizontal coordinates were scaled from a topographic map and have
 GW1209.an estimated accuracy of +/- 6 seconds.
 GW1209
 GW1209.The orthometric height was determined by differential leveling
 GW1209.and adjusted by the National Geodetic Survey in June 1991..
 GW1209
 GW1209.The geoid height was determined by GEOID03.
 GW1209
 GW1209.The dynamic height is computed by dividing the NAVD 88
 GW1209.geopotential number by the normal gravity value computed on the
 GW1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1209.degrees latitude (g = 980.6199 gals.).
 GW1209
 GW1209.The modeled gravity was interpolated from observed gravity values.
 GW1209
 GW1209;                    North         East    Units  Estimated Accuracy
 GW1209;SPC VA S     - 1,096,490.    3,447,950.      MT  (+/- 180 meters Scaled)
 GW1209
 GW1209                          SUPERSEDED SURVEY CONTROL
 GW1209
 GW1209  NGVD 29 (??/??/92)  239.933  (m)          787.18   (f) ADJ UNCH    2 0
 GW1209
 GW1209.Superseded values are not recommended for survey control.
 GW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1209.See file dsdata.txt to determine how the superseded data were derived.
 GW1209
 GW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB698189(NAD 83)
 GW1209_MARKER: DB = BENCH MARK DISK
 GW1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1209_STAMPING: F 55 1934
 GW1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1209+STABILITY: SURFACE MOTION
 GW1209
 GW1209  HISTORY     - Date     Condition        Report By
 GW1209  HISTORY     - 1934     MONUMENTED       CGS
 GW1209
 GW1209                          STATION DESCRIPTION
 GW1209
 GW1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1209'2.8 MI N FROM GLADYS.
 GW1209'2.8 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW1209'STATION AT GLADYS, CAMPBELL COUNTY, 9 RAILS SOUTH OF MILEPOST
 GW1209'L 17, 18 RAILS NORTH OF THE SWITCH TO A SIDING, 8 RAILS NORTH
 GW1209'OF A GRAVEL-ROAD CROSSING, 20 YARDS WEST OF U.S. HIGHWAY 501,
 GW1209'10 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER
 GW1209'THAN THE TRACK.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN
 GW1209'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0952 ***********************************************************************
 HW0952  DESIGNATION -  F 56
 HW0952  PID         -  HW0952
 HW0952  STATE/COUNTY-  VA/AUGUSTA
 HW0952  USGS QUAD   -  WAYNESBORO WEST (1987)
 HW0952
 HW0952                         *CURRENT SURVEY CONTROL
 HW0952  ___________________________________________________________________
 HW0952* NAD 83(1986)-  38 05 00.     (N)    078 54 17.     (W)     SCALED    
 HW0952* NAVD 88     -       408.652  (meters)    1340.72   (feet)  POSTED    
 HW0952  ___________________________________________________________________
 HW0952  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW0952  DYNAMIC HT  -         408.340 (meters)    1339.70  (feet)  COMP
 HW0952  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HW0952
 HW0952  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HW0952
 HW0952.The horizontal coordinates were scaled from a topographic map and have
 HW0952.an estimated accuracy of +/- 6 seconds.
 HW0952
 HW0952.The orthometric height was determined by differential leveling
 HW0952.and adjusted by the National Geodetic Survey in 1992..
 HW0952.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HW0952.rate of 4.1 thru 8.0 mm/km.
 HW0952
 HW0952.The geoid height was determined by GEOID03.
 HW0952
 HW0952.The dynamic height is computed by dividing the NAVD 88
 HW0952.geopotential number by the normal gravity value computed on the
 HW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0952.degrees latitude (g = 980.6199 gals.).
 HW0952
 HW0952.The modeled gravity was interpolated from observed gravity values.
 HW0952
 HW0952;                    North         East    Units  Estimated Accuracy
 HW0952;SPC VA N     - 2,046,330.    3,464,490.      MT  (+/- 180 meters Scaled)
 HW0952
 HW0952                          SUPERSEDED SURVEY CONTROL
 HW0952
 HW0952  NGVD 29 (??/??/92)  408.820  (m)         1341.27   (f) ADJ UNCH    2 0
 HW0952
 HW0952.Superseded values are not recommended for survey control.
 HW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0952.See file dsdata.txt to determine how the superseded data were derived.
 HW0952
 HW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC837171(NAD 83)
 HW0952_MARKER: DB = BENCH MARK DISK
 HW0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0952_STAMPING: F 56 1934
 HW0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0952+STABILITY: SURFACE MOTION
 HW0952
 HW0952  HISTORY     - Date     Condition        Report By
 HW0952  HISTORY     - 1934     MONUMENTED       CGS
 HW0952
 HW0952                          STATION DESCRIPTION
 HW0952
 HW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW0952'2 MI W FROM WAYNESBORO.
 HW0952'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM UNION
 HW0952'STATION AT WAYNESBORO, AUGUSTA COUNTY, 138 FEET FROM THE CENTERLINE
 HW0952'OF A HIGHWAY, 12 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 HW0952'HOUSE OWNED BY C.F. LAMB, AND 24 FEET SOUTH OF THE SOUTH RAIL.  A
 HW0952'STANDARD DISK, STAMPED F 56 1934 AND SET IN THE TOP OF A CONCRETE
 HW0952'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1712 ***********************************************************************
 GW1712  DESIGNATION -  F 57
 GW1712  PID         -  GW1712
 GW1712  STATE/COUNTY-  VA/BATH
 GW1712  USGS QUAD   -  MILLBORO (1986)
 GW1712
 GW1712                         *CURRENT SURVEY CONTROL
 GW1712  ___________________________________________________________________
 GW1712* NAD 83(1986)-  37 58 40.     (N)    079 36 05.     (W)     SCALED    
 GW1712* NAVD 88     -       528.858  (meters)    1735.10   (feet)  ADJUSTED  
 GW1712  ___________________________________________________________________
 GW1712  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GW1712  DYNAMIC HT  -         528.438 (meters)    1733.72  (feet)  COMP
 GW1712  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 GW1712
 GW1712  VERT ORDER  -  SECOND    CLASS 0
 GW1712
 GW1712.The horizontal coordinates were scaled from a topographic map and have
 GW1712.an estimated accuracy of +/- 6 seconds.
 GW1712
 GW1712.The orthometric height was determined by differential leveling
 GW1712.and adjusted by the National Geodetic Survey in June 1991..
 GW1712
 GW1712.The geoid height was determined by GEOID03.
 GW1712
 GW1712.The dynamic height is computed by dividing the NAVD 88
 GW1712.geopotential number by the normal gravity value computed on the
 GW1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1712.degrees latitude (g = 980.6199 gals.).
 GW1712
 GW1712.The modeled gravity was interpolated from observed gravity values.
 GW1712
 GW1712;                    North         East    Units  Estimated Accuracy
 GW1712;SPC VA N     - 2,035,110.    3,403,230.      MT  (+/- 180 meters Scaled)
 GW1712
 GW1712                          SUPERSEDED SURVEY CONTROL
 GW1712
 GW1712  NGVD 29 (??/??/92)  528.981  (m)         1735.50   (f) ADJ UNCH    2 0
 GW1712
 GW1712.Superseded values are not recommended for survey control.
 GW1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1712.See file dsdata.txt to determine how the superseded data were derived.
 GW1712
 GW1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC228042(NAD 83)
 GW1712_MARKER: DB = BENCH MARK DISK
 GW1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1712_STAMPING: F 57 1934
 GW1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1712+STABILITY: SURFACE MOTION
 GW1712
 GW1712  HISTORY     - Date     Condition        Report By
 GW1712  HISTORY     - 1934     MONUMENTED       CGS
 GW1712
 GW1712                          STATION DESCRIPTION
 GW1712
 GW1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1712'AT MILLBORO.
 GW1712'AT MILLBORO, BATH COUNTY, ABOUT 700 YARDS AROUND A HORSESHOE
 GW1712'CURVE ALONG THE STATION ROAD FROM THE CHESAPEAKE AND OHIO
 GW1712'RAILWAY STATION, 110 YARDS EAST OF THE SUMMIT OF THE HILL, 26
 GW1712'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE
 GW1712'FENCE LINE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 GW1712'DISK, STAMPED F 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1825 ***********************************************************************
 HW1825  DESIGNATION -  F 58
 HW1825  PID         -  HW1825
 HW1825  STATE/COUNTY-  VA/HIGHLAND
 HW1825  USGS QUAD   -  MUSTOE (1995)
 HW1825
 HW1825                         *CURRENT SURVEY CONTROL
 HW1825  ___________________________________________________________________
 HW1825* NAD 83(1993)-  38 16 24.91513(N)    079 40 12.39028(W)     ADJUSTED  
 HW1825* NAVD 88     -       682.635  (meters)    2239.61   (feet)  ADJUSTED  
 HW1825  ___________________________________________________________________
 HW1825  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HW1825  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 HW1825  DYNAMIC HT  -         682.082 (meters)    2237.80  (feet)  COMP
 HW1825  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HW1825
 HW1825  HORZ ORDER  -  SECOND
 HW1825  VERT ORDER  -  SECOND    CLASS 0
 HW1825
 HW1825.The horizontal coordinates were established by classical geodetic methods
 HW1825.and adjusted by the National Geodetic Survey in November 1994..
 HW1825
 HW1825.The orthometric height was determined by differential leveling
 HW1825.and adjusted by the National Geodetic Survey in June 1991..
 HW1825
 HW1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW1825
 HW1825.The geoid height was determined by GEOID03.
 HW1825
 HW1825.The dynamic height is computed by dividing the NAVD 88
 HW1825.geopotential number by the normal gravity value computed on the
 HW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1825.degrees latitude (g = 980.6199 gals.).
 HW1825
 HW1825.The modeled gravity was interpolated from observed gravity values.
 HW1825
 HW1825;                    North         East     Units Scale Factor Converg.
 HW1825;SPC VA N     - 2,068,019.338 3,397,615.710   MT  0.99996629   -0 43 49.0
 HW1825;SPC VA N     - 6,784,826.78 11,147,010.88   sFT  0.99996629   -0 43 49.0
 HW1825;UTM  17      - 4,237,007.161   616,328.272   MT  0.99976666   +0 49 25.9
 HW1825
 HW1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW1825!SPC VA N     -   0.99989779  x   0.99996629  =   0.99986408
 HW1825!UTM  17      -   0.99989779  x   0.99976666  =   0.99966447
 HW1825
 HW1825                          SUPERSEDED SURVEY CONTROL
 HW1825
 HW1825  NAD 83(1986)-  38 16 24.91466(N)    079 40 12.40346(W) AD(       ) 2
 HW1825  NAD 27      -  38 16 24.47040(N)    079 40 13.22520(W) AD(       ) 2
 HW1825  NGVD 29 (??/??/92)  682.720  (m)         2239.89   (f) ADJ UNCH    2 0
 HW1825
 HW1825.Superseded values are not recommended for survey control.
 HW1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1825.See file dsdata.txt to determine how the superseded data were derived.
 HW1825
 HW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC1632837007(NAD 83)
 HW1825_MARKER: DB = BENCH MARK DISK
 HW1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1825_STAMPING: F 58 1934
 HW1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1825+STABILITY: SURFACE MOTION
 HW1825
 HW1825  HISTORY     - Date     Condition        Report By
 HW1825  HISTORY     - 1957     MONUMENTED       CGS
 HW1825  HISTORY     - 1937     GOOD             NGS
 HW1825
 HW1825                          STATION DESCRIPTION
 HW1825
 HW1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW1825'STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHWEST OF MONTEREY,
 HW1825'3.5 MILES SOUTH OF THE MUSTOE POST OFFICE AND ABOUT 120 YARDS
 HW1825'WEST-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 220.
 HW1825'
 HW1825'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HW1825'MUSTOE, DISTANCE BEING 420.18 FEET (128.071 METERS) WEST
 HW1825'OF STATION MUSTOE.  THE MARK IS A STANDARD U.S. COAST AND
 HW1825'GEODETIC SURVEY BENCH MARK DISK STAMPED F 58 1934, SET IN
 HW1825'A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 HW1825'IS 35 FEET NORTHWEST OF THE CENTER OF A FARM ROAD, 22 FEET
 HW1825'WEST OF THE CENTER OF AN OLD ROAD BED AND 2 FEET EAST OF
 HW1825'A FENCE LINE.
 HW1825
 HW1825                          STATION RECOVERY (1937)
 HW1825
 HW1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 HW1825'8.2 MI S FROM VANDERPOOL.
 HW1825'8.2 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE AT
 HW1825'VANDERPOOL, HIGHLAND COUNTY, 1.0 MILE SOUTH OF A LUMBER YARD
 HW1825'AND A STORE BUILDING USED AS AN OFFICE FOR A SAWMILL, 300 YARDS
 HW1825'SOUTHEAST OF A FARMHOUSE AND BARN OWNED BY BOYD STEVENSON, 25
 HW1825'FEET AND 8 INCHES NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HW1825'33 FEET AND 9 INCHES NORTHEAST OF THE NORTHEAST POST OF A GATE,
 HW1825'2 FEET SOUTHEAST OF THE LINE OF A WIRE FENCE, 2 FEET HIGHER THAN
 HW1825'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0594 ***********************************************************************
 FZ0594  DESIGNATION -  F 58
 FZ0594  PID         -  FZ0594
 FZ0594  STATE/COUNTY-  VA/GRAYSON
 FZ0594  USGS QUAD   -  GALAX (1984)
 FZ0594
 FZ0594                         *CURRENT SURVEY CONTROL
 FZ0594  ___________________________________________________________________
 FZ0594* NAD 83(1986)-  36 38 39.     (N)    080 57 25.     (W)     SCALED    
 FZ0594* NAVD 88     -       717.844  (meters)    2355.13   (feet)  ADJUSTED  
 FZ0594  ___________________________________________________________________
 FZ0594  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FZ0594  DYNAMIC HT  -         717.151 (meters)    2352.85  (feet)  COMP
 FZ0594  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 FZ0594
 FZ0594  VERT ORDER  -  SECOND    CLASS 0
 FZ0594
 FZ0594.The horizontal coordinates were scaled from a topographic map and have
 FZ0594.an estimated accuracy of +/- 6 seconds.
 FZ0594
 FZ0594.The orthometric height was determined by differential leveling
 FZ0594.and adjusted by the National Geodetic Survey in June 1991..
 FZ0594
 FZ0594.The geoid height was determined by GEOID03.
 FZ0594
 FZ0594.The dynamic height is computed by dividing the NAVD 88
 FZ0594.geopotential number by the normal gravity value computed on the
 FZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0594.degrees latitude (g = 980.6199 gals.).
 FZ0594
 FZ0594.The modeled gravity was interpolated from observed gravity values.
 FZ0594
 FZ0594;                    North         East    Units  Estimated Accuracy
 FZ0594;SPC VA S     - 1,037,350.    3,280,310.      MT  (+/- 180 meters Scaled)
 FZ0594
 FZ0594                          SUPERSEDED SURVEY CONTROL
 FZ0594
 FZ0594  NGVD 29 (??/??/92)  717.978  (m)         2355.57   (f) ADJ UNCH    2 0
 FZ0594
 FZ0594.Superseded values are not recommended for survey control.
 FZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0594.See file dsdata.txt to determine how the superseded data were derived.
 FZ0594
 FZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA038554(NAD 83)
 FZ0594_MARKER: DB = BENCH MARK DISK
 FZ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0594_STAMPING: F 58 1935
 FZ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0594+STABILITY: SURFACE MOTION
 FZ0594
 FZ0594  HISTORY     - Date     Condition        Report By
 FZ0594  HISTORY     - 1935     MONUMENTED       CGS
 FZ0594  HISTORY     - 1957     GOOD             NGS
 FZ0594
 FZ0594                          STATION DESCRIPTION
 FZ0594
 FZ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0594'2.5 MI W FROM GALAX.
 FZ0594'2.5 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE TOWN HALL AT GALAX,
 FZ0594'GRAYSON COUNTY, ABOUT 1.7 MILES EAST OF THE BRIDGE OVER NEW RIVER,
 FZ0594'ABOUT 90 YARDS WEST OF THE ENTRANCE LEADING TO A FARMHOUSE NORTH
 FZ0594'OF THE HIGHWAY, 6 FEET EAST OF A CONCRETE HIGHWAY MARKER, 28 FEET
 FZ0594'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF A
 FZ0594'FENCE.  A STANDARD DISK, STAMPED F 58 1935 AND SET IN THE TOP
 FZ0594'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 FZ0594
 FZ0594                          STATION RECOVERY (1957)
 FZ0594
 FZ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FZ0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ0043 ***********************************************************************
 FZ0043  DESIGNATION -  F 59
 FZ0043  PID         -  FZ0043
 FZ0043  STATE/COUNTY-  VA/PATRICK
 FZ0043  USGS QUAD   -  PATRICK SPRINGS (1985)
 FZ0043
 FZ0043                         *CURRENT SURVEY CONTROL
 FZ0043  ___________________________________________________________________
 FZ0043* NAD 83(1986)-  36 38 14.     (N)    080 13 00.     (W)     SCALED    
 FZ0043* NAVD 88     -       362.676  (meters)    1189.88   (feet)  ADJUSTED  
 FZ0043  ___________________________________________________________________
 FZ0043  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 FZ0043  DYNAMIC HT  -         362.352 (meters)    1188.82  (feet)  COMP
 FZ0043  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 FZ0043
 FZ0043  VERT ORDER  -  SECOND    CLASS 0
 FZ0043
 FZ0043.The horizontal coordinates were scaled from a topographic map and have
 FZ0043.an estimated accuracy of +/- 6 seconds.
 FZ0043
 FZ0043.The orthometric height was determined by differential leveling
 FZ0043.and adjusted by the National Geodetic Survey in June 1991..
 FZ0043
 FZ0043.The geoid height was determined by GEOID03.
 FZ0043
 FZ0043.The dynamic height is computed by dividing the NAVD 88
 FZ0043.geopotential number by the normal gravity value computed on the
 FZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0043.degrees latitude (g = 980.6199 gals.).
 FZ0043
 FZ0043.The modeled gravity was interpolated from observed gravity values.
 FZ0043
 FZ0043;                    North         East    Units  Estimated Accuracy
 FZ0043;SPC VA S     - 1,035,120.    3,346,480.      MT  (+/- 180 meters Scaled)
 FZ0043
 FZ0043                          SUPERSEDED SURVEY CONTROL
 FZ0043
 FZ0043  NGVD 29 (??/??/92)  362.839  (m)         1190.41   (f) ADJ UNCH    2 0
 FZ0043
 FZ0043.Superseded values are not recommended for survey control.
 FZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0043.See file dsdata.txt to determine how the superseded data were derived.
 FZ0043
 FZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA700549(NAD 83)
 FZ0043_MARKER: DB = BENCH MARK DISK
 FZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0043_STAMPING: F 59 1935
 FZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0043+STABILITY: SURFACE MOTION
 FZ0043
 FZ0043  HISTORY     - Date     Condition        Report By
 FZ0043  HISTORY     - 1935     MONUMENTED       CGS
 FZ0043  HISTORY     - 1938     GOOD             NGS
 FZ0043
 FZ0043                          STATION DESCRIPTION
 FZ0043
 FZ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0043'3.8 MI E FROM STUART.
 FZ0043'ABOUT 3.8 MILES EAST ALONG THE DANVILLE AND WESTERN RAILWAY FROM
 FZ0043'THE STATION AT STUART, PATRICK COUNTY, ABOUT 1.5 MILES WEST OF
 FZ0043'PATRICK SPRINGS, ABOUT 150 YARDS WEST OF MILEPOST 71, ABOUT 150
 FZ0043'YARDS WEST OF THE WEST END OF THE TRESTLE OVER ANGLIN CREEK, ON
 FZ0043'THE OUTSIDE OF THE WEST END OF A CURVE, OPPOSITE A HIGHWAY CULVERT,
 FZ0043'22 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET LOWER THAN THE
 FZ0043'TRACK.  A STANDARD DISK, STAMPED F 59 1935 AND SET IN THE TOP OF
 FZ0043'A CONCRETE POST.
 FZ0043
 FZ0043                          STATION RECOVERY (1938)
 FZ0043
 FZ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 FZ0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY1420 ***********************************************************************
 FY1420  DESIGNATION -  F 60
 FY1420  PID         -  FY1420
 FY1420  STATE/COUNTY-  VA/HENRY
 FY1420  USGS QUAD   -  NORTHEAST EDEN (1983)
 FY1420
 FY1420                         *CURRENT SURVEY CONTROL
 FY1420  ___________________________________________________________________
 FY1420* NAD 83(1986)-  36 35 15.     (N)    079 42 14.     (W)     SCALED    
 FY1420* NAVD 88     -       240.600  (meters)     789.37   (feet)  ADJUSTED  
 FY1420  ___________________________________________________________________
 FY1420  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 FY1420  DYNAMIC HT  -         240.392 (meters)     788.69  (feet)  COMP
 FY1420  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 FY1420
 FY1420  VERT ORDER  -  SECOND    CLASS 0
 FY1420
 FY1420.The horizontal coordinates were scaled from a topographic map and have
 FY1420.an estimated accuracy of +/- 6 seconds.
 FY1420
 FY1420.The orthometric height was determined by differential leveling
 FY1420.and adjusted by the National Geodetic Survey in June 1991..
 FY1420
 FY1420.The geoid height was determined by GEOID03.
 FY1420
 FY1420.The dynamic height is computed by dividing the NAVD 88
 FY1420.geopotential number by the normal gravity value computed on the
 FY1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1420.degrees latitude (g = 980.6199 gals.).
 FY1420
 FY1420.The modeled gravity was interpolated from observed gravity values.
 FY1420
 FY1420;                    North         East    Units  Estimated Accuracy
 FY1420;SPC VA S     - 1,028,890.    3,392,260.      MT  (+/- 180 meters Scaled)
 FY1420
 FY1420                          SUPERSEDED SURVEY CONTROL
 FY1420
 FY1420  NGVD 29 (??/??/92)  240.824  (m)          790.10   (f) ADJ UNCH    2 0
 FY1420
 FY1420.Superseded values are not recommended for survey control.
 FY1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1420.See file dsdata.txt to determine how the superseded data were derived.
 FY1420
 FY1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA159498(NAD 83)
 FY1420_MARKER: DB = BENCH MARK DISK
 FY1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1420_STAMPING: F 60 1935
 FY1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1420+STABILITY: SURFACE MOTION
 FY1420
 FY1420  HISTORY     - Date     Condition        Report By
 FY1420  HISTORY     - 1935     MONUMENTED       CGS
 FY1420
 FY1420                          STATION DESCRIPTION
 FY1420
 FY1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1420'3.4 MI NW FROM CASCADE.
 FY1420'IN HENRY COUNTY, ABOUT 3.4 MILES NORTHWEST ALONG THE DANVILLE
 FY1420'AND WESTERN RAILWAY FROM THE STATION AT CASCADE, PITTSYLVANIA
 FY1420'COUNTY, ABOUT 0.5 MILE SOUTH OF AIKEN SUMMIT, ABOUT 0.2 MILE
 FY1420'SOUTH OF MILEPOST 25, 78 FEET SOUTH OF A ROAD CROSSING, AND 18.7
 FY1420'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED F
 FY1420'60 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FY1420'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0166 ***********************************************************************
 GW0166  DESIGNATION -  F 66
 GW0166  PID         -  GW0166
 GW0166  STATE/COUNTY-  VA/CUMBERLAND
 GW0166  USGS QUAD   -  WHITEVILLE (1981)
 GW0166
 GW0166                         *CURRENT SURVEY CONTROL
 GW0166  ___________________________________________________________________
 GW0166* NAD 83(1986)-  37 30 18.     (N)    078 14 21.     (W)     SCALED    
 GW0166* NAVD 88     -       138.346  (meters)     453.89   (feet)  ADJUSTED  
 GW0166  ___________________________________________________________________
 GW0166  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GW0166  DYNAMIC HT  -         138.250 (meters)     453.58  (feet)  COMP
 GW0166  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 GW0166
 GW0166  VERT ORDER  -  SECOND    CLASS 0
 GW0166
 GW0166.The horizontal coordinates were scaled from a topographic map and have
 GW0166.an estimated accuracy of +/- 6 seconds.
 GW0166
 GW0166.The orthometric height was determined by differential leveling
 GW0166.and adjusted by the National Geodetic Survey in June 1991..
 GW0166
 GW0166.The geoid height was determined by GEOID03.
 GW0166
 GW0166.The dynamic height is computed by dividing the NAVD 88
 GW0166.geopotential number by the normal gravity value computed on the
 GW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0166.degrees latitude (g = 980.6199 gals.).
 GW0166
 GW0166.The modeled gravity was interpolated from observed gravity values.
 GW0166
 GW0166;                    North         East    Units  Estimated Accuracy
 GW0166;SPC VA S     - 1,130,060.    3,523,060.      MT  (+/- 180 meters Scaled)
 GW0166
 GW0166                          SUPERSEDED SURVEY CONTROL
 GW0166
 GW0166  NGVD 29 (??/??/92)  138.611  (m)          454.76   (f) ADJ UNCH    2 0
 GW0166
 GW0166.Superseded values are not recommended for survey control.
 GW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0166.See file dsdata.txt to determine how the superseded data were derived.
 GW0166
 GW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB440544(NAD 83)
 GW0166_MARKER: DB = BENCH MARK DISK
 GW0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0166_STAMPING: F 66 1935
 GW0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0166+STABILITY: SURFACE MOTION
 GW0166
 GW0166  HISTORY     - Date     Condition        Report By
 GW0166  HISTORY     - 1935     MONUMENTED       CGS
 GW0166  HISTORY     - 1963     MARK NOT FOUND   NGS
 GW0166  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW0166  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW0166
 GW0166                          STATION DESCRIPTION
 GW0166
 GW0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GW0166'0.6 MI NE FROM CUMBERLAND.
 GW0166'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 13 FROM THE COUNTY COURTHOUSE
 GW0166'AT CUMBERLAND, CUMBERLAND COUNTY, 97 YARDS NORTHEAST OF AN OAK
 GW0166'TREE STANDING IN A ROAD FORK, 25 FEET NORTHWEST OF THE CENTERLINE
 GW0166'OF THE HIGHWAY, 59.4 FEET SOUTHWEST OF A FENCE CORNER, AND ON
 GW0166'THE OUTSIDE OF A CURVE.  A STANDARD DISK, STAMPED F 66 1935 AND
 GW0166'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 GW0166
 GW0166                          STATION RECOVERY (1997)
 GW0166
 GW0166'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW0166'MARK NOT FOUND.
 GW0166
 GW0166                          STATION RECOVERY (2001)
 GW0166
 GW0166'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2254 ***********************************************************************
 GV2254  DESIGNATION -  F 67
 GV2254  PID         -  GV2254
 GV2254  STATE/COUNTY-  VA/DINWIDDIE
 GV2254  USGS QUAD   -  SUTHERLAND (1974)
 GV2254
 GV2254                         *CURRENT SURVEY CONTROL
 GV2254  ___________________________________________________________________
 GV2254* NAD 83(1986)-  37 11 47.     (N)    077 36 27.     (W)     SCALED    
 GV2254* NAVD 88     -        87.941  (meters)     288.52   (feet)  ADJUSTED  
 GV2254  ___________________________________________________________________
 GV2254  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GV2254  DYNAMIC HT  -          87.877 (meters)     288.31  (feet)  COMP
 GV2254  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 GV2254
 GV2254  VERT ORDER  -  SECOND    CLASS 0
 GV2254
 GV2254.The horizontal coordinates were scaled from a topographic map and have
 GV2254.an estimated accuracy of +/- 6 seconds.
 GV2254
 GV2254.The orthometric height was determined by differential leveling
 GV2254.and adjusted by the National Geodetic Survey in June 1991..
 GV2254
 GV2254.The geoid height was determined by GEOID03.
 GV2254
 GV2254.The dynamic height is computed by dividing the NAVD 88
 GV2254.geopotential number by the normal gravity value computed on the
 GV2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2254.degrees latitude (g = 980.6199 gals.).
 GV2254
 GV2254.The modeled gravity was interpolated from observed gravity values.
 GV2254
 GV2254;                    North         East    Units  Estimated Accuracy
 GV2254;SPC VA S     - 1,096,150.    3,579,230.      MT  (+/- 180 meters Scaled)
 GV2254
 GV2254                          SUPERSEDED SURVEY CONTROL
 GV2254
 GV2254  NGVD 29 (??/??/??)   88.263  (m)          289.58   (f) ADJUSTED    2 0
 GV2254
 GV2254.Superseded values are not recommended for survey control.
 GV2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2254.See file dsdata.txt to determine how the superseded data were derived.
 GV2254
 GV2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG685198(NAD 83)
 GV2254_MARKER: DB = BENCH MARK DISK
 GV2254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2254_SP_SET: OVERPASS
 GV2254_STAMPING: F 67 1935
 GV2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV2254+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 GV2254
 GV2254  HISTORY     - Date     Condition        Report By
 GV2254  HISTORY     - 1935     MONUMENTED       CGS
 GV2254  HISTORY     - 1963     GOOD             CGS
 GV2254  HISTORY     - 1964     GOOD             CGS
 GV2254  HISTORY     - 20001021 GOOD             USPSQD
 GV2254  HISTORY     - 20041125 GOOD             VALLRG
 GV2254  HISTORY     - 20051022 GOOD             USPSQD
 GV2254
 GV2254                          STATION DESCRIPTION
 GV2254
 GV2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GV2254'2 MI NE FROM CHURCH ROAD.
 GV2254'2.0 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 GV2254'THE STATION AT CHURCH ROAD, DINWIDDIE COUNTY, 1.6 MILES WEST
 GV2254'OF THE STATION AT SUTHERLAND, 31 YARDS WEST OF MILEPOST 94,
 GV2254'75 YARDS EAST OF SEMAPHORE 941, AT THE OVERPASS OF U.S. HIGHWAY
 GV2254'460, IN THE TOP OF THE HEADWALL, 23 FEET NORTH OF THE NORTH
 GV2254'RAIL OF THE TRACK, AND 19.9 FEET EAST OF THE WEST END OF THE
 GV2254'HEADWALL.  A STANDARD DISK, STAMPED F 67 1935.
 GV2254
 GV2254                          STATION RECOVERY (1964)
 GV2254
 GV2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GV2254'RECOVERED IN GOOD CONDITION.
 GV2254
 GV2254                          STATION RECOVERY (2000)
 GV2254
 GV2254'RECOVERY NOTE BY US POWER SQUADRON 2000 (JDB)
 GV2254'RECOVERED IN GOOD CONDITION.
 GV2254
 GV2254                          STATION RECOVERY (2004)
 GV2254
 GV2254'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2254'RECOVERED AS DESCRIBED
 GV2254
 GV2254                          STATION RECOVERY (2005)
 GV2254
 GV2254'RECOVERY NOTE BY US POWER SQUADRON 2005
 GV2254'OLD U.S. HIGHWAY 460 IS NOW COUNTY ROAD 751
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0288 ***********************************************************************
 GW0288  DESIGNATION -  F 68
 GW0288  PID         -  GW0288
 GW0288  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0288  USGS QUAD   -  CREWE WEST (1987)
 GW0288
 GW0288                         *CURRENT SURVEY CONTROL
 GW0288  ___________________________________________________________________
 GW0288* NAD 83(1986)-  37 13 27.     (N)    078 14 26.     (W)     SCALED    
 GW0288* NAVD 88     -       158.982  (meters)     521.59   (feet)  ADJUSTED  
 GW0288  ___________________________________________________________________
 GW0288  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GW0288  DYNAMIC HT  -         158.868 (meters)     521.22  (feet)  COMP
 GW0288  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 GW0288
 GW0288  VERT ORDER  -  SECOND    CLASS 0
 GW0288
 GW0288.The horizontal coordinates were scaled from a topographic map and have
 GW0288.an estimated accuracy of +/- 6 seconds.
 GW0288
 GW0288.The orthometric height was determined by differential leveling
 GW0288.and adjusted by the National Geodetic Survey in June 1991..
 GW0288
 GW0288.The geoid height was determined by GEOID03.
 GW0288
 GW0288.The dynamic height is computed by dividing the NAVD 88
 GW0288.geopotential number by the normal gravity value computed on the
 GW0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0288.degrees latitude (g = 980.6199 gals.).
 GW0288
 GW0288.The modeled gravity was interpolated from observed gravity values.
 GW0288
 GW0288;                    North         East    Units  Estimated Accuracy
 GW0288;SPC VA S     - 1,098,890.    3,523,020.      MT  (+/- 180 meters Scaled)
 GW0288
 GW0288                          SUPERSEDED SURVEY CONTROL
 GW0288
 GW0288  NGVD 29 (??/??/92)  159.221  (m)          522.38   (f) ADJ UNCH    2 0
 GW0288
 GW0288.Superseded values are not recommended for survey control.
 GW0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0288.See file dsdata.txt to determine how the superseded data were derived.
 GW0288
 GW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB448233(NAD 83)
 GW0288_MARKER: DB = BENCH MARK DISK
 GW0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0288_STAMPING: F 68 1935
 GW0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0288+STABILITY: SURFACE MOTION
 GW0288
 GW0288  HISTORY     - Date     Condition        Report By
 GW0288  HISTORY     - 1935     MONUMENTED       CGS
 GW0288  HISTORY     - 1958     GOOD             NGS
 GW0288  HISTORY     - 20010226 MARK NOT FOUND   USPSQD
 GW0288  HISTORY     - 20051117 MARK NOT FOUND   VADOT
 GW0288
 GW0288                          STATION DESCRIPTION
 GW0288
 GW0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0288'3.7 MI NW FROM BURKEVILLE.
 GW0288'IN PRINCE EDWARD COUNTY, 3.7 MILES NORTHWEST ALONG THE NORFOLK
 GW0288'AND WESTERN RAILWAY FROM THE STATION AT BURKEVILLE, NOTTOWAY
 GW0288'COUNTY, 129 YARDS SOUTHEAST OF MILEPOST 137, 54 FEET NORTHEAST OF
 GW0288'THE CENTER OF A ROAD CROSSING, 32 FEET EAST OF THE EAST RAIL, AND
 GW0288'7 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED F 68 1935 AND
 GW0288'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0288
 GW0288                          STATION RECOVERY (1958)
 GW0288
 GW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GW0288'RECOVERED IN GOOD CONDITION.
 GW0288
 GW0288                          STATION RECOVERY (2001)
 GW0288
 GW0288'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 GW0288'MARK NOT FOUND.
 GW0288
 GW0288                          STATION RECOVERY (2005)
 GW0288
 GW0288'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (AGW)
 GW0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0482 ***********************************************************************
 GW0482  DESIGNATION -  F 69
 GW0482  PID         -  GW0482
 GW0482  STATE/COUNTY-  VA/APPOMATTOX
 GW0482  USGS QUAD   -  APPOMATTOX (1984)
 GW0482
 GW0482                         *CURRENT SURVEY CONTROL
 GW0482  ___________________________________________________________________
 GW0482* NAD 83(1986)-  37 21 36.     (N)    078 51 46.     (W)     SCALED    
 GW0482* NAVD 88     -       249.177  (meters)     817.51   (feet)  ADJUSTED  
 GW0482  ___________________________________________________________________
 GW0482  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 GW0482  DYNAMIC HT  -         248.997 (meters)     816.92  (feet)  COMP
 GW0482  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 GW0482
 GW0482  VERT ORDER  -  SECOND    CLASS 0
 GW0482
 GW0482.The horizontal coordinates were scaled from a topographic map and have
 GW0482.an estimated accuracy of +/- 6 seconds.
 GW0482
 GW0482.The orthometric height was determined by differential leveling
 GW0482.and adjusted by the National Geodetic Survey in June 1991..
 GW0482
 GW0482.The geoid height was determined by GEOID03.
 GW0482
 GW0482.The dynamic height is computed by dividing the NAVD 88
 GW0482.geopotential number by the normal gravity value computed on the
 GW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0482.degrees latitude (g = 980.6199 gals.).
 GW0482
 GW0482.The modeled gravity was interpolated from observed gravity values.
 GW0482
 GW0482;                    North         East    Units  Estimated Accuracy
 GW0482;SPC VA S     - 1,114,000.    3,467,860.      MT  (+/- 180 meters Scaled)
 GW0482
 GW0482                          SUPERSEDED SURVEY CONTROL
 GW0482
 GW0482  NGVD 29 (??/??/92)  249.303  (m)          817.92   (f) ADJ UNCH    2 0
 GW0482
 GW0482.Superseded values are not recommended for survey control.
 GW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0482.See file dsdata.txt to determine how the superseded data were derived.
 GW0482
 GW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB892369(NAD 83)
 GW0482_MARKER: DB = BENCH MARK DISK
 GW0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0482_STAMPING: F 69 1935
 GW0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0482+STABILITY: SURFACE MOTION
 GW0482
 GW0482  HISTORY     - Date     Condition        Report By
 GW0482  HISTORY     - 1935     MONUMENTED       CGS
 GW0482  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0482  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW0482
 GW0482                          STATION DESCRIPTION
 GW0482
 GW0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0482'2.5 MI W FROM APPOMATTOX.
 GW0482'2.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 GW0482'STATION AT APPOMATTOX, APPOMATTOX COUNTY, 13 POLES EAST OF
 GW0482'MILEPOST 184, 100 YARDS NORTH ACROSS THE TRACK FROM A FARMHOUSE,
 GW0482'12 FEET WEST OF A GATEPOST, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 GW0482'FENCE.  A STANDARD DISK, STAMPED F 69 1935 AND SET IN THE TOP
 GW0482'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 GW0482
 GW0482                          STATION RECOVERY (2005)
 GW0482
 GW0482'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1018 ***********************************************************************
 FX1018  DESIGNATION -  F 70
 FX1018  PID         -  FX1018
 FX1018  STATE/COUNTY-  VA/C OF SUFFOLK
 FX1018  USGS QUAD   -  WHALEYVILLE (1981)
 FX1018
 FX1018                         *CURRENT SURVEY CONTROL
 FX1018  ___________________________________________________________________
 FX1018* NAD 83(1986)-  36 33 16.     (N)    076 42 41.     (W)     SCALED    
 FX1018* NAVD 88     -        22.417  (meters)      73.55   (feet)  POSTED    
 FX1018  ___________________________________________________________________
 FX1018  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 FX1018  DYNAMIC HT  -          22.400 (meters)      73.49  (feet)  COMP
 FX1018  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 FX1018
 FX1018  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1018
 FX1018.The horizontal coordinates were scaled from a topographic map and have
 FX1018.an estimated accuracy of +/- 6 seconds.
 FX1018
 FX1018.The orthometric height was determined by differential leveling
 FX1018.and adjusted by the National Geodetic Survey in 1992..
 FX1018.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1018.rate of 1.1 thru 2.0 mm/km.
 FX1018
 FX1018.The geoid height was determined by GEOID03.
 FX1018
 FX1018.The dynamic height is computed by dividing the NAVD 88
 FX1018.geopotential number by the normal gravity value computed on the
 FX1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1018.degrees latitude (g = 980.6199 gals.).
 FX1018
 FX1018.The modeled gravity was interpolated from observed gravity values.
 FX1018
 FX1018;                    North         East    Units  Estimated Accuracy
 FX1018;SPC VA S     - 1,026,060.    3,660,130.      MT  (+/- 180 meters Scaled)
 FX1018
 FX1018                          SUPERSEDED SURVEY CONTROL
 FX1018
 FX1018  NGVD 29 (??/??/92)   22.834  (m)           74.91   (f) ADJ UNCH    2 0
 FX1018
 FX1018.Superseded values are not recommended for survey control.
 FX1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1018.See file dsdata.txt to determine how the superseded data were derived.
 FX1018
 FX1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF468468(NAD 83)
 FX1018_MARKER: DB = BENCH MARK DISK
 FX1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1018_STAMPING: F 70 1935
 FX1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1018+STABILITY: SURFACE MOTION
 FX1018
 FX1018  HISTORY     - Date     Condition        Report By
 FX1018  HISTORY     - 1935     MONUMENTED       CGS
 FX1018
 FX1018                          STATION DESCRIPTION
 FX1018
 FX1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FX1018'3.6 MI SW FROM WHALEY.
 FX1018'3.6 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1018'THE STATION AT WHALEY, NANSEMOND COUNTY, 10 POLES NORTHEAST OF
 FX1018'THE VIRGINIA-NORTH CAROLINA STATE LINE, AND 29 FEET NORTHWEST OF
 FX1018'THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED F 70 1935 AND SET IN
 FX1018'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0030 ***********************************************************************
 FY0030  DESIGNATION -  F 74
 FY0030  PID         -  FY0030
 FY0030  STATE/COUNTY-  VA/MECKLENBURG
 FY0030  USGS QUAD   -  BOYDTON (1990)
 FY0030
 FY0030                         *CURRENT SURVEY CONTROL
 FY0030  ___________________________________________________________________
 FY0030* NAD 83(1986)-  36 40 33.     (N)    078 27 21.     (W)     SCALED    
 FY0030* NAVD 88     -       102.117  (meters)     335.03   (feet)  POSTED    
 FY0030  ___________________________________________________________________
 FY0030  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FY0030  DYNAMIC HT  -         102.040 (meters)     334.78  (feet)  COMP
 FY0030  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 FY0030
 FY0030  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FY0030
 FY0030.The horizontal coordinates were scaled from a topographic map and have
 FY0030.an estimated accuracy of +/- 6 seconds.
 FY0030
 FY0030.The orthometric height was determined by differential leveling
 FY0030.and adjusted by the National Geodetic Survey in 1992..
 FY0030.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FY0030.rate of 3.1 thru 4.0 mm/km.
 FY0030
 FY0030.The geoid height was determined by GEOID03.
 FY0030
 FY0030.The dynamic height is computed by dividing the NAVD 88
 FY0030.geopotential number by the normal gravity value computed on the
 FY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0030.degrees latitude (g = 980.6199 gals.).
 FY0030
 FY0030.The modeled gravity was interpolated from observed gravity values.
 FY0030
 FY0030;                    North         East    Units  Estimated Accuracy
 FY0030;SPC VA S     - 1,038,010.    3,503,950.      MT  (+/- 180 meters Scaled)
 FY0030
 FY0030                          SUPERSEDED SURVEY CONTROL
 FY0030
 FY0030  NGVD 29 (??/??/92)  102.404  (m)          335.97   (f) ADJ UNCH    2 0
 FY0030
 FY0030.Superseded values are not recommended for survey control.
 FY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0030.See file dsdata.txt to determine how the superseded data were derived.
 FY0030
 FY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA273619(NAD 83)
 FY0030_MARKER: DB = BENCH MARK DISK
 FY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0030_STAMPING: F 74 1935
 FY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0030+STABILITY: SURFACE MOTION
 FY0030
 FY0030  HISTORY     - Date     Condition        Report By
 FY0030  HISTORY     - 1935     MONUMENTED       CGS
 FY0030  HISTORY     - 1962     GOOD             NGS
 FY0030  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 FY0030
 FY0030                          STATION DESCRIPTION
 FY0030
 FY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FY0030'2.7 MI E FROM FINCHLEY.
 FY0030'SEARCHED FOR BUT NOT RECOVERED.  2.7 MILES EAST ALONG THE SOUTHERN
 FY0030'RAILWAY FROM THE STATION AT FINCHLEY, MECKLENBURG COUNTY, ABOUT 160
 FY0030'YARDS EAST OF MILEPOST 135, AT A COUNTY-ROAD CROSSING, 28 FEET WEST
 FY0030'OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET WEST OF A CROSSING
 FY0030'SIGNPOST, AND 13 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 FY0030'STAMPED F 74 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY0030'ABOUT 3 INCHES ABOVE GROUND.
 FY0030
 FY0030                          STATION RECOVERY (2005)
 FY0030
 FY0030'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 FY0030'TRACK REMOVED AND REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0192 ***********************************************************************
 GX0192  DESIGNATION -  F 75
 GX0192  PID         -  GX0192
 GX0192  STATE/COUNTY-  VA/CRAIG
 GX0192  USGS QUAD   -  CATAWBA (1984)
 GX0192
 GX0192                         *CURRENT SURVEY CONTROL
 GX0192  ___________________________________________________________________
 GX0192* NAD 83(1986)-  37 26 34.     (N)    080 07 11.     (W)     SCALED    
 GX0192* NAVD 88     -       414.679  (meters)    1360.49   (feet)  ADJUSTED  
 GX0192  ___________________________________________________________________
 GX0192  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GX0192  DYNAMIC HT  -         414.332 (meters)    1359.35  (feet)  COMP
 GX0192  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 GX0192
 GX0192  VERT ORDER  -  SECOND    CLASS 0
 GX0192
 GX0192.The horizontal coordinates were scaled from a topographic map and have
 GX0192.an estimated accuracy of +/- 6 seconds.
 GX0192
 GX0192.The orthometric height was determined by differential leveling
 GX0192.and adjusted by the National Geodetic Survey in June 1991..
 GX0192
 GX0192.The geoid height was determined by GEOID03.
 GX0192
 GX0192.The dynamic height is computed by dividing the NAVD 88
 GX0192.geopotential number by the normal gravity value computed on the
 GX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0192.degrees latitude (g = 980.6199 gals.).
 GX0192
 GX0192.The modeled gravity was interpolated from observed gravity values.
 GX0192
 GX0192;                    North         East    Units  Estimated Accuracy
 GX0192;SPC VA S     - 1,124,350.    3,356,680.      MT  (+/- 180 meters Scaled)
 GX0192
 GX0192                          SUPERSEDED SURVEY CONTROL
 GX0192
 GX0192  NGVD 29 (??/??/92)  414.83   (m)         1361.0    (f) COMPUTED    2 0
 GX0192
 GX0192.Superseded values are not recommended for survey control.
 GX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0192.See file dsdata.txt to determine how the superseded data were derived.
 GX0192
 GX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB778443(NAD 83)
 GX0192_MARKER: DB = BENCH MARK DISK
 GX0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0192_STAMPING: F 75 1935
 GX0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0192+STABILITY: SURFACE MOTION
 GX0192
 GX0192  HISTORY     - Date     Condition        Report By
 GX0192  HISTORY     - 1935     MONUMENTED       CGS
 GX0192  HISTORY     - 1963     GOOD             NGS
 GX0192
 GX0192                          STATION DESCRIPTION
 GX0192
 GX0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GX0192'4.6 MI S FROM NEW CASTLE.
 GX0192'4.6 MILES SOUTH ALONG STATE HIGHWAY 311 FROM THE COUNTY COURTHOUSE
 GX0192'AT NEW CASTLE, CRAIG COUNTY, 208 FEET SOUTHWEST OF THE CENTERLINE
 GX0192'OF AN 18-INCH CONCRETE CULVERT, 50 YARDS SOUTHWEST OF A CURVE, 25
 GX0192'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.2 FEET
 GX0192'SOUTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED F 75
 GX0192'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 GX0192'ABOVE GROUND.  EXCEPT THE TELEPHONE POLE IS GONE.  MARK IS NOW
 GX0192'0.5 FOOT SOUTHEAST OF A WIRE FENCE AND A STEEL WITNESS POST.
 GX0192
 GX0192                          STATION RECOVERY (1963)
 GX0192
 GX0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0193 ***********************************************************************
 GX0193  DESIGNATION -  F 75 RESET 1970
 GX0193  PID         -  GX0193
 GX0193  STATE/COUNTY-  VA/CRAIG
 GX0193  USGS QUAD   -  CATAWBA (1984)
 GX0193
 GX0193                         *CURRENT SURVEY CONTROL
 GX0193  ___________________________________________________________________
 GX0193* NAD 83(1986)-  37 26 34.     (N)    080 07 11.     (W)     SCALED    
 GX0193* NAVD 88     -       416.41   (+/-2cm)    1366.2    (feet)  VERTCON   
 GX0193  ___________________________________________________________________
 GX0193  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 GX0193
 GX0193  VERT ORDER  -  THIRD (See Below)
 GX0193
 GX0193.The horizontal coordinates were scaled from a topographic map and have
 GX0193.an estimated accuracy of +/- 6 seconds.
 GX0193
 GX0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX0193.The vertical order pertains to the NGVD 29 superseded value.
 GX0193
 GX0193.The geoid height was determined by GEOID03.
 GX0193
 GX0193;                    North         East    Units  Estimated Accuracy
 GX0193;SPC VA S     - 1,124,350.    3,356,680.      MT  (+/- 180 meters Scaled)
 GX0193
 GX0193                          SUPERSEDED SURVEY CONTROL
 GX0193
 GX0193  NGVD 29 (??/??/??)  416.56   (m)         1366.7    (f) RESET       3  
 GX0193
 GX0193.Superseded values are not recommended for survey control.
 GX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0193.See file dsdata.txt to determine how the superseded data were derived.
 GX0193
 GX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB778443(NAD 83)
 GX0193_MARKER: DD = SURVEY DISK
 GX0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0193_STAMPING: F 75 RESET 1970
 GX0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0193+STABILITY: SURFACE MOTION
 GX0193
 GX0193  HISTORY     - Date     Condition        Report By
 GX0193  HISTORY     - 1970     MONUMENTED       VADH
 GX0193
 GX0193                          STATION DESCRIPTION
 GX0193
 GX0193'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970
 GX0193'4.6 MI S FROM NEW CASTLE.
 GX0193'ABOUT 4.6 FEET SOUTH ALONG STATE HIGHWAY 311 FROM THE COUNTY
 GX0193'COURT HOUSE AT NEW CASTLE, ABOUT 200 FEET SOUTHWEST OF THE CENTER
 GX0193'LINE OF AN 18-INCH CONCRETE CULVERT, 53 FEET NORTHWEST OF THE
 GX0193'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 GX0193'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1483 ***********************************************************************
 GW1483  DESIGNATION -  F 78
 GW1483  PID         -  GW1483
 GW1483  STATE/COUNTY-  VA/BEDFORD
 GW1483  USGS QUAD   -  GOODVIEW (1985)
 GW1483
 GW1483                         *CURRENT SURVEY CONTROL
 GW1483  ___________________________________________________________________
 GW1483* NAD 83(1986)-  37 12 33.     (N)    079 40 59.     (W)     SCALED    
 GW1483* NAVD 88     -       288.243  (meters)     945.68   (feet)  ADJUSTED  
 GW1483  ___________________________________________________________________
 GW1483  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GW1483  DYNAMIC HT  -         288.009 (meters)     944.91  (feet)  COMP
 GW1483  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 GW1483
 GW1483  VERT ORDER  -  SECOND    CLASS 0
 GW1483
 GW1483.The horizontal coordinates were scaled from a topographic map and have
 GW1483.an estimated accuracy of +/- 6 seconds.
 GW1483
 GW1483.The orthometric height was determined by differential leveling
 GW1483.and adjusted by the National Geodetic Survey in June 1991..
 GW1483
 GW1483.The geoid height was determined by GEOID03.
 GW1483
 GW1483.The dynamic height is computed by dividing the NAVD 88
 GW1483.geopotential number by the normal gravity value computed on the
 GW1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1483.degrees latitude (g = 980.6199 gals.).
 GW1483
 GW1483.The modeled gravity was interpolated from observed gravity values.
 GW1483
 GW1483;                    North         East    Units  Estimated Accuracy
 GW1483;SPC VA S     - 1,097,850.    3,394,990.      MT  (+/- 180 meters Scaled)
 GW1483
 GW1483                          SUPERSEDED SURVEY CONTROL
 GW1483
 GW1483  NGVD 29 (??/??/92)  288.451  (m)          946.36   (f) ADJ UNCH    2 0
 GW1483
 GW1483.Superseded values are not recommended for survey control.
 GW1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1483.See file dsdata.txt to determine how the superseded data were derived.
 GW1483
 GW1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB168188(NAD 83)
 GW1483_MARKER: DB = BENCH MARK DISK
 GW1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1483_SP_SET: RETAINING WALL
 GW1483_STAMPING: F 78 1935
 GW1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1483
 GW1483  HISTORY     - Date     Condition        Report By
 GW1483  HISTORY     - 1935     MONUMENTED       CGS
 GW1483
 GW1483                          STATION DESCRIPTION
 GW1483
 GW1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1483'2.3 MI E FROM GOODVIEW.
 GW1483'ABOUT 2.3 MILES EAST ALONG THE VIRGINIAN RAILWAY FROM THE STATION
 GW1483'AT GOODVIEW, BEDFORD COUNTY, ABOUT 0.2 MILE EAST OF MILEPOST 226,
 GW1483'4.9 FEET SOUTH OF THE SOUTH RAIL, IN THE SOUTH CONCRETE RETAINING
 GW1483'WALL OF A RAILROAD TUNNEL, 2.8 FEET WEST OF THE EAST WALL, AND 2
 GW1483'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 78 1935 AND SET
 GW1483'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8834 ***********************************************************************
 HV8834  DESIGNATION -  F 89 RESET
 HV8834  PID         -  HV8834
 HV8834  STATE/COUNTY-  VA/WESTMORELAND
 HV8834  USGS QUAD   -  MONTROSS (1981)
 HV8834
 HV8834                         *CURRENT SURVEY CONTROL
 HV8834  ___________________________________________________________________
 HV8834* NAD 83(1986)-  38 05 33.     (N)    076 47 54.     (W)     SCALED    
 HV8834* NAVD 88     -        45.60   (meters)     149.6    (feet)  RESET     
 HV8834  ___________________________________________________________________
 HV8834  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HV8834
 HV8834  VERT ORDER  -  THIRD
 HV8834
 HV8834.The horizontal coordinates were scaled from a topographic map and have
 HV8834.an estimated accuracy of +/- 6 seconds.
 HV8834
 HV8834.The orthometric height was computed from unverified reset data.
 HV8834.No vertical observational check was made to the station.
 HV8834
 HV8834.The geoid height was determined by GEOID03.
 HV8834
 HV8834;                    North         East    Units  Estimated Accuracy
 HV8834;SPC VA N     - 2,048,650.    3,649,260.      MT  (+/- 180 meters Scaled)
 HV8834
 HV8834                          SUPERSEDED SURVEY CONTROL
 HV8834
 HV8834  NGVD 29 (03/21/06)   45.85   (m)          150.4    (f) RESET       3  
 HV8834
 HV8834.Superseded values are not recommended for survey control.
 HV8834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8834.See file dsdata.txt to determine how the superseded data were derived.
 HV8834
 HV8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH423176(NAD 83)
 HV8834_MARKER: DB = BENCH MARK DISK
 HV8834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8834_SP_SET: CONCRETE POST
 HV8834_STAMPING: F 89 RESET 1986
 HV8834_MARK LOGO: NGS   
 HV8834_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8834+STABILITY: SURFACE MOTION
 HV8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8834+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HV8834
 HV8834  HISTORY     - Date     Condition        Report By
 HV8834  HISTORY     - 1986     MONUMENTED       VADHT
 HV8834  HISTORY     - 20030314 GOOD             USPSQD
 HV8834  HISTORY     - 20051115 GOOD             USPSQD
 HV8834
 HV8834                          STATION DESCRIPTION
 HV8834
 HV8834'DESCRIBED BY VA DEPT HWYS-TRANSP 1986
 HV8834'IN MONTROSS, AT THE INTERSECTION OF ROUTES 3 AND 685, 143 FEET
 HV8834'NORTHEAST OF THE CENTER OF ROUTE 3, 26 FEET NORTHEAST OF THE CENTER
 HV8834'OF ROUTE 685, 5 FEET NORTHEAST OF A TELEPHONE POLE NO. B80-3, 62 FEET
 HV8834'FROM THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING, 6 INCHES ABOVE
 HV8834'THE GROUND.
 HV8834
 HV8834                          STATION RECOVERY (2003)
 HV8834
 HV8834'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV8834'RECOVERED IN GOOD CONDITION.
 HV8834
 HV8834                          STATION RECOVERY (2005)
 HV8834
 HV8834'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 HV8834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0171 ***********************************************************************
 FX0171  TIDAL BM    -  This is a Tidal Bench Mark.
 FX0171  DESIGNATION -  F 9 USN
 FX0171  PID         -  FX0171
 FX0171  STATE/COUNTY-  VA/C OF NORFOLK
 FX0171  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0171
 FX0171                         *CURRENT SURVEY CONTROL
 FX0171  ___________________________________________________________________
 FX0171* NAD 83(1986)-  36 49 14.     (N)    076 17 35.     (W)     SCALED    
 FX0171* NAVD 88     -         1.498  (meters)       4.91   (feet)  ADJUSTED  
 FX0171  ___________________________________________________________________
 FX0171  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX0171  DYNAMIC HT  -           1.497 (meters)       4.91  (feet)  COMP
 FX0171  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 FX0171
 FX0171  VERT ORDER  -  FIRST     CLASS I
 FX0171
 FX0171.The horizontal coordinates were scaled from a topographic map and have
 FX0171.an estimated accuracy of +/- 6 seconds.
 FX0171
 FX0171.The orthometric height was determined by differential leveling
 FX0171.and adjusted by the National Geodetic Survey in June 1991..
 FX0171.WARNING-Repeat measurements at this control monument indicate possible
 FX0171.vertical movement.
 FX0171
 FX0171.This Tidal Bench Mark is designated as VM 10838
 FX0171.by the Center for Operational Oceanographic Products and Services.
 FX0171
 FX0171.The geoid height was determined by GEOID03.
 FX0171
 FX0171.The dynamic height is computed by dividing the NAVD 88
 FX0171.geopotential number by the normal gravity value computed on the
 FX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0171.degrees latitude (g = 980.6199 gals.).
 FX0171
 FX0171.The modeled gravity was interpolated from observed gravity values.
 FX0171
 FX0171;                    North         East    Units  Estimated Accuracy
 FX0171;SPC VA S     - 1,056,370.    3,696,890.      MT  (+/- 180 meters Scaled)
 FX0171
 FX0171                          SUPERSEDED SURVEY CONTROL
 FX0171
 FX0171.No superseded survey control is available for this station.
 FX0171
 FX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF846757(NAD 83)
 FX0171_MARKER: Q = CHISELED SQUARE
 FX0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0171_SP_SET: DRY DOCK
 FX0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0171
 FX0171  HISTORY     - Date     Condition        Report By
 FX0171  HISTORY     - UNK      MONUMENTED       DOD
 FX0171  HISTORY     - 1971     GOOD             NGS
 FX0171  HISTORY     - 1978     GOOD             NGS
 FX0171  HISTORY     - 20011009 GOOD             USPSQD
 FX0171
 FX0171                          STATION DESCRIPTION
 FX0171
 FX0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0171'AT PORTSMOUTH.
 FX0171'AT PORTSMOUTH, AT THE U.S. NAVAL SHIPYARD, AT THE WEST END
 FX0171'OF DRY DOCK NO. 1, A TWO-INCH CHISELED SQUARE ON THE CENTER
 FX0171'OF THE ROUNDED NOSE OF A GRANITE COPING AT THE SOUTHWEST CORNER
 FX0171'OF DRY DOCK NO. 1, ABOUT 141 FEET EAST OF THE SOUTH END OF
 FX0171'BUILDING NO. 64, 15.3 FEET NORTH OF THE NORTH SIDE OF THE
 FX0171'SOUTH GRANITE WALL OF DOCK, 11 FEET EAST OF THE WEST END OF
 FX0171'THE DOCK, 6 FEET NORTH OF THE NORTH EDGE OF STEPS AT THE CORNER
 FX0171'OF THE DOCK AND ABOUT LEVEL WITH THE PAVEMENT.
 FX0171
 FX0171                          STATION RECOVERY (1978)
 FX0171
 FX0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX0171'RECOVERED IN GOOD CONDITION.
 FX0171
 FX0171                          STATION RECOVERY (2001)
 FX0171
 FX0171'RECOVERY NOTE BY US POWER SQUADRON 2001 (CDM)
 FX0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV3032 ***********************************************************************
 JV3032  DESIGNATION -  F 90
 JV3032  PID         -  JV3032
 JV3032  STATE/COUNTY-  VA/LOUDOUN
 JV3032  USGS QUAD   -  PURCELLVILLE (1984)
 JV3032
 JV3032                         *CURRENT SURVEY CONTROL
 JV3032  ___________________________________________________________________
 JV3032* NAD 83(1986)-  39 08 04.     (N)    077 39 50.     (W)     SCALED    
 JV3032* NAVD 88     -       153.914  (meters)     504.97   (feet)  ADJUSTED  
 JV3032  ___________________________________________________________________
 JV3032  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JV3032  DYNAMIC HT  -         153.826 (meters)     504.68  (feet)  COMP
 JV3032  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 JV3032
 JV3032  VERT ORDER  -  SECOND    CLASS 0
 JV3032
 JV3032.The horizontal coordinates were scaled from a topographic map and have
 JV3032.an estimated accuracy of +/- 6 seconds.
 JV3032
 JV3032.The orthometric height was determined by differential leveling
 JV3032.and adjusted by the National Geodetic Survey in June 1991..
 JV3032
 JV3032.The geoid height was determined by GEOID03.
 JV3032
 JV3032.The dynamic height is computed by dividing the NAVD 88
 JV3032.geopotential number by the normal gravity value computed on the
 JV3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3032.degrees latitude (g = 980.6199 gals.).
 JV3032
 JV3032.The modeled gravity was interpolated from observed gravity values.
 JV3032
 JV3032;                    North         East    Units  Estimated Accuracy
 JV3032;SPC VA N     - 2,163,260.    3,572,290.      MT  (+/- 180 meters Scaled)
 JV3032
 JV3032                          SUPERSEDED SURVEY CONTROL
 JV3032
 JV3032  NGVD 29 (??/??/??)  154.126  (m)          505.66   (f) ADJUSTED    2 0
 JV3032
 JV3032.Superseded values are not recommended for survey control.
 JV3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3032.See file dsdata.txt to determine how the superseded data were derived.
 JV3032
 JV3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ697350(NAD 83)
 JV3032_MARKER: DB = BENCH MARK DISK
 JV3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3032_STAMPING: F 90 1935
 JV3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3032+STABILITY: SURFACE MOTION
 JV3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3032+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 JV3032
 JV3032  HISTORY     - Date     Condition        Report By
 JV3032  HISTORY     - 1935     MONUMENTED       CGS
 JV3032  HISTORY     - 1964     GOOD             CGS
 JV3032  HISTORY     - 20030515 GOOD             GEOCAC
 JV3032  HISTORY     - 20050731 GOOD             USPSQD
 JV3032
 JV3032                          STATION DESCRIPTION
 JV3032
 JV3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3032'6.2 MI W FROM LEESBURG.
 JV3032'6.2 MILES WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 JV3032'LEESBURG, LOUDOUN COUNTY, AT HAMILTON, 350 FEET NORTHWEST OF
 JV3032'THE POST OFFICE, IN THE NORTHWEST CORNER OF THE BAPTIST CHURCH
 JV3032'YARD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JV3032'AT THE SOUTH EDGE OF A CONCRETE SIDEWALK, AND 1 FOOT EAST OF A
 JV3032'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 90 1935
 JV3032'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 2 FEET
 JV3032'WEST OF A UTILITY POLE AND JUST EAST OF A CONCRETE CURB.
 JV3032
 JV3032                          STATION RECOVERY (1964)
 JV3032
 JV3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JV3032'RECOVERED IN GOOD CONDITION.
 JV3032
 JV3032                          STATION RECOVERY (2003)
 JV3032
 JV3032'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JV3032'THE UTILITY POLE MENTIONED IN THE 1935 DESCRIPTION IS NO. BG09 968.
 JV3032'THE DISK IS LOCATED ABOUT 1 FOOT NORTH OF A HIGHWAY CAUTION SIGN.
 JV3032'BECAUSE OF THE EXPANSION OF THE CHURCH BUILDING AND PROPERTY, THE
 JV3032'STATION IS NO LONGER IN THE CORNER OF THE CHURCH YARD. IT IS NOW MORE
 JV3032'ACCURATELY DESCRIBED AS BEING NEAR THE CENTER OF THE CHURCH'S FRONTAGE
 JV3032'ALONG HWY. 7. WITNESS POST WAS NOT OBSERVED.
 JV3032
 JV3032                          STATION RECOVERY (2005)
 JV3032
 JV3032'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 JV3032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3498 ***********************************************************************
 HV3498  DESIGNATION -  F 91
 HV3498  PID         -  HV3498
 HV3498  STATE/COUNTY-  VA/FAUQUIER
 HV3498  USGS QUAD   -  MIDDLEBURG (1981)
 HV3498
 HV3498                         *CURRENT SURVEY CONTROL
 HV3498  ___________________________________________________________________
 HV3498* NAD 83(1986)-  38 57 03.     (N)    077 44 39.     (W)     SCALED    
 HV3498* NAVD 88     -       159.574  (meters)     523.54   (feet)  ADJUSTED  
 HV3498  ___________________________________________________________________
 HV3498  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV3498  DYNAMIC HT  -         159.480 (meters)     523.23  (feet)  COMP
 HV3498  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 HV3498
 HV3498  VERT ORDER  -  SECOND    CLASS 0
 HV3498
 HV3498.The horizontal coordinates were scaled from a topographic map and have
 HV3498.an estimated accuracy of +/- 6 seconds.
 HV3498
 HV3498.The orthometric height was determined by differential leveling
 HV3498.and adjusted by the National Geodetic Survey in June 1991..
 HV3498
 HV3498.The geoid height was determined by GEOID03.
 HV3498
 HV3498.The dynamic height is computed by dividing the NAVD 88
 HV3498.geopotential number by the normal gravity value computed on the
 HV3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3498.degrees latitude (g = 980.6199 gals.).
 HV3498
 HV3498.The modeled gravity was interpolated from observed gravity values.
 HV3498
 HV3498;                    North         East    Units  Estimated Accuracy
 HV3498;SPC VA N     - 2,142,810.    3,565,520.      MT  (+/- 180 meters Scaled)
 HV3498
 HV3498                          SUPERSEDED SURVEY CONTROL
 HV3498
 HV3498  NGVD 29 (??/??/??)  159.772  (m)          524.19   (f) ADJUSTED    2 0
 HV3498
 HV3498.Superseded values are not recommended for survey control.
 HV3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3498.See file dsdata.txt to determine how the superseded data were derived.
 HV3498
 HV3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ621149(NAD 83)
 HV3498_MARKER: DB = BENCH MARK DISK
 HV3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3498_STAMPING: F 91 1935
 HV3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3498+STABILITY: SURFACE MOTION
 HV3498
 HV3498  HISTORY     - Date     Condition        Report By
 HV3498  HISTORY     - 1935     MONUMENTED       CGS
 HV3498  HISTORY     - 1941     GOOD             CGS
 HV3498
 HV3498                          STATION DESCRIPTION
 HV3498
 HV3498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3498'1.5 MI S FROM MIDDLEBURG.
 HV3498'IN FAUQUIER COUNTY, ABOUR 1.5 MILES SOUTH ALONG STATE RT. 626
 HV3498'FROM THE NATIONAL BANK OF MIDDLEBURG, LOUDOUN COUNTY, AT
 HV3498'THE ENTRANCE TO THE EDGEWOOD FARM OF J.W. COCHRAN, 14.8 FEET
 HV3498'NORTHWEST OF THE WEST ONE OF TWO LARGE STONE PILLARS AT THE
 HV3498'GATE, 15.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.3
 HV3498'FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 HV3498'DISK, STAMPED F 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 HV3498'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 HV3498
 HV3498                          STATION RECOVERY (1941)
 HV3498
 HV3498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HV3498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0121 ***********************************************************************
 GW0121  DESIGNATION -  F 93
 GW0121  PID         -  GW0121
 GW0121  STATE/COUNTY-  VA/FLUVANNA
 GW0121  USGS QUAD   -  ZION CROSSROADS (1987)
 GW0121
 GW0121                         *CURRENT SURVEY CONTROL
 GW0121  ___________________________________________________________________
 GW0121* NAD 83(1986)-  37 57 09.     (N)    078 14 43.     (W)     SCALED    
 GW0121* NAVD 88     -       143.756  (meters)     471.64   (feet)  ADJUSTED  
 GW0121  ___________________________________________________________________
 GW0121  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW0121  DYNAMIC HT  -         143.657 (meters)     471.31  (feet)  COMP
 GW0121  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 GW0121
 GW0121  VERT ORDER  -  SECOND    CLASS 0
 GW0121
 GW0121.The horizontal coordinates were scaled from a topographic map and have
 GW0121.an estimated accuracy of +/- 6 seconds.
 GW0121
 GW0121.The orthometric height was determined by differential leveling
 GW0121.and adjusted by the National Geodetic Survey in June 1991..
 GW0121
 GW0121.The geoid height was determined by GEOID03.
 GW0121
 GW0121.The dynamic height is computed by dividing the NAVD 88
 GW0121.geopotential number by the normal gravity value computed on the
 GW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0121.degrees latitude (g = 980.6199 gals.).
 GW0121
 GW0121.The modeled gravity was interpolated from observed gravity values.
 GW0121
 GW0121;                    North         East    Units  Estimated Accuracy
 GW0121;SPC VA S     - 1,179,720.    3,522,390.      MT  (+/- 180 meters Scaled)
 GW0121
 GW0121                          SUPERSEDED SURVEY CONTROL
 GW0121
 GW0121  NGVD 29 (??/??/92)  144.011  (m)          472.48   (f) ADJ UNCH    2 0
 GW0121
 GW0121.Superseded values are not recommended for survey control.
 GW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0121.See file dsdata.txt to determine how the superseded data were derived.
 GW0121
 GW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC420041(NAD 83)
 GW0121_MARKER: DB = BENCH MARK DISK
 GW0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0121_STAMPING: F 93 1935
 GW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0121+STABILITY: SURFACE MOTION
 GW0121
 GW0121  HISTORY     - Date     Condition        Report By
 GW0121  HISTORY     - 1935     MONUMENTED       CGS
 GW0121  HISTORY     - 1958     MARK NOT FOUND   USGS
 GW0121  HISTORY     - 19980219 MARK NOT FOUND   USPSQD
 GW0121  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 GW0121
 GW0121                          STATION DESCRIPTION
 GW0121
 GW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0121'7 MI N FROM PALMYRA.
 GW0121'ABOUT 7.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 GW0121'THE COUNTY COURTHOUSE AT PALMYRA, FLUVANNA COUNTY, ABOUT 63 FEET
 GW0121'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION AT TROY, 57
 GW0121'FEET SOUTH OF MILEPOST 10, 36 FEET EAST OF THE CENTER OF A ROAD
 GW0121'CROSSING, AND 36 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.
 GW0121'A STANDARD DISK, STAMPED F 93 1935 AND SET IN THE TOP OF A
 GW0121'CONCRETE POST.
 GW0121
 GW0121                          STATION RECOVERY (1958)
 GW0121
 GW0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GW0121'MARK NOT FOUND.
 GW0121
 GW0121                          STATION RECOVERY (1998)
 GW0121
 GW0121'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0121'MARK NOT FOUND.
 GW0121
 GW0121                          STATION RECOVERY (2003)
 GW0121
 GW0121'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3460 ***********************************************************************
 HV3460  DESIGNATION -  F 94
 HV3460  PID         -  HV3460
 HV3460  STATE/COUNTY-  VA/LOUISA
 HV3460  USGS QUAD   -  MINERAL (1981)
 HV3460
 HV3460                         *CURRENT SURVEY CONTROL
 HV3460  ___________________________________________________________________
 HV3460* NAD 83(1986)-  38 01 30.     (N)    077 56 25.     (W)     SCALED    
 HV3460* NAVD 88     -       147.895  (meters)     485.22   (feet)  ADJUSTED  
 HV3460  ___________________________________________________________________
 HV3460  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3460  DYNAMIC HT  -         147.797 (meters)     484.90  (feet)  COMP
 HV3460  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 HV3460
 HV3460  VERT ORDER  -  SECOND    CLASS 0
 HV3460
 HV3460.The horizontal coordinates were scaled from a topographic map and have
 HV3460.an estimated accuracy of +/- 6 seconds.
 HV3460
 HV3460.The orthometric height was determined by differential leveling
 HV3460.and adjusted by the National Geodetic Survey in June 1991..
 HV3460
 HV3460.The geoid height was determined by GEOID03.
 HV3460
 HV3460.The dynamic height is computed by dividing the NAVD 88
 HV3460.geopotential number by the normal gravity value computed on the
 HV3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3460.degrees latitude (g = 980.6199 gals.).
 HV3460
 HV3460.The modeled gravity was interpolated from observed gravity values.
 HV3460
 HV3460;                    North         East    Units  Estimated Accuracy
 HV3460;SPC VA S     - 1,187,890.    3,549,150.      MT  (+/- 180 meters Scaled)
 HV3460
 HV3460                          SUPERSEDED SURVEY CONTROL
 HV3460
 HV3460  NGVD 29 (??/??/??)  148.123  (m)          485.97   (f) ADJUSTED    2 0
 HV3460
 HV3460.Superseded values are not recommended for survey control.
 HV3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3460.See file dsdata.txt to determine how the superseded data were derived.
 HV3460
 HV3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH419126(NAD 83)
 HV3460_MARKER: DB = BENCH MARK DISK
 HV3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3460_STAMPING: F 94 1935
 HV3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3460+STABILITY: SURFACE MOTION
 HV3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV3460+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 HV3460
 HV3460  HISTORY     - Date     Condition        Report By
 HV3460  HISTORY     - 1935     MONUMENTED       CGS
 HV3460  HISTORY     - 1962     GOOD             CGS
 HV3460  HISTORY     - 19980307 GOOD             USPSQD
 HV3460  HISTORY     - 20021008 MARK NOT FOUND   USPSQD
 HV3460  HISTORY     - 20060327 GOOD             USPSQD
 HV3460
 HV3460                          STATION DESCRIPTION
 HV3460
 HV3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3460'3.8 MI SE FROM LOUISA.
 HV3460'3.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HV3460'FROM THE POST OFFICE AT LOUISA, LOUISA COUNTY, ABOUT 0.1
 HV3460'MILE EAST OF MILEPOST 143, ABOUT 112 FEET NORTHEAST OF THE
 HV3460'NORTHEAST CORNER OF THE PILGRIM CEMETERY, 33 FEET EAST OF THE
 HV3460'CENTER OF A HIGHWAY CROSSING, ABOUT 78 FEET NORTH OF THE
 HV3460'CENTER LINE OF STATE HIGHWAY 4, AND 45 FEET SOUTH OF THE CENTER
 HV3460'LINE OF THE TRACK.  A STANDARD DISK, STAMPED F 94 1935 AND
 HV3460'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A STEEL WITNESS
 HV3460'POST WAS SET 1.5 FEET EAST OF STATION.
 HV3460
 HV3460                          STATION RECOVERY (1998)
 HV3460
 HV3460'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3460'RECOVERED IN GOOD CONDITION.
 HV3460
 HV3460                          STATION RECOVERY (2002)
 HV3460
 HV3460'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV3460'MARK NOT FOUND.
 HV3460
 HV3460                          STATION RECOVERY (2006)
 HV3460
 HV3460'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 HV3460'WITNESS POST IS 3.5 FEET EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0230 ***********************************************************************
 HW0230  DESIGNATION -  F 95 RESET
 HW0230  PID         -  HW0230
 HW0230  STATE/COUNTY-  VA/RAPPAHANNOCK
 HW0230  USGS QUAD   -  THORNTON GAP (1994)
 HW0230
 HW0230                         *CURRENT SURVEY CONTROL
 HW0230  ___________________________________________________________________
 HW0230* NAD 83(1986)-  38 39 48.     (N)    078 18 03.     (W)     SCALED    
 HW0230* NAVD 88     -       524.105  (meters)    1719.50   (feet)  ADJUSTED  
 HW0230  ___________________________________________________________________
 HW0230  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HW0230  DYNAMIC HT  -         523.730 (meters)    1718.27  (feet)  COMP
 HW0230  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 HW0230
 HW0230  VERT ORDER  -  FIRST     CLASS II
 HW0230
 HW0230.The horizontal coordinates were scaled from a topographic map and have
 HW0230.an estimated accuracy of +/- 6 seconds.
 HW0230
 HW0230.The orthometric height was determined by differential leveling
 HW0230.and adjusted by the National Geodetic Survey in June 1991..
 HW0230
 HW0230.The geoid height was determined by GEOID03.
 HW0230
 HW0230.The dynamic height is computed by dividing the NAVD 88
 HW0230.geopotential number by the normal gravity value computed on the
 HW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0230.degrees latitude (g = 980.6199 gals.).
 HW0230
 HW0230.The modeled gravity was interpolated from observed gravity values.
 HW0230
 HW0230;                    North         East    Units  Estimated Accuracy
 HW0230;SPC VA N     - 2,110,650.    3,517,330.      MT  (+/- 180 meters Scaled)
 HW0230
 HW0230                          SUPERSEDED SURVEY CONTROL
 HW0230
 HW0230  NGVD 29 (??/??/92)  524.282  (m)         1720.08   (f) ADJ UNCH    1 2
 HW0230
 HW0230.Superseded values are not recommended for survey control.
 HW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0230.See file dsdata.txt to determine how the superseded data were derived.
 HW0230
 HW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC348828(NAD 83)
 HW0230_MARKER: DB = BENCH MARK DISK
 HW0230_SETTING: 66 = SET IN ROCK OUTCROP
 HW0230_SP_SET: ROCK LEDGE
 HW0230_STAMPING: F 95 RESET 1942
 HW0230_MARK LOGO: CGS   
 HW0230_PROJECTION: FLUSH
 HW0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0230+STABILITY: POSITION/ELEVATION WELL
 HW0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0230+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 HW0230
 HW0230  HISTORY     - Date     Condition        Report By
 HW0230  HISTORY     - 1942     MONUMENTED       CGS
 HW0230  HISTORY     - 1965     GOOD             NGS
 HW0230  HISTORY     - 19910827 SEE DESCRIPTION  NGS
 HW0230  HISTORY     - 19920518 GOOD             NGS
 HW0230  HISTORY     - 19981002 GOOD             NGS
 HW0230
 HW0230                          STATION DESCRIPTION
 HW0230
 HW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HW0230'5.6 MI W FROM SPERRYVILLE.
 HW0230'5.6 MILES WEST ALONG U.S. HIGHWAY 211 FROM THE POST OFFICE AT
 HW0230'SPERRYVILLE, RAPPAHANNOCK COUNTY, 25 FEET SOUTHWEST OF A DRINKING
 HW0230'FOUNTAIN 25 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HW0230'2.2 FEET SOUTHWEST OF THE SOUTHWEST END OF A STONE RETAINING
 HW0230'WALL, ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY, AND IN A ROCK
 HW0230'LEDGE.  NOTE-- THIS MARK WAS SET IN THE SAME PLACE AS THE
 HW0230'ORIGINAL MARK.
 HW0230
 HW0230                          STATION RECOVERY (1965)
 HW0230
 HW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0230'RECOVERED IN GOOD CONDITION.
 HW0230
 HW0230                          STATION RECOVERY (1991)
 HW0230
 HW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HW0230'FROM THE POST OFFICE IN SPERRYVILLE, VA.  ZIP CODE 22740, ON STATE
 HW0230'ROAD 1001 GO NORTHWEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF US
 HW0230'HIGHWAY 211.  TURN LEFT AND GO WESTERLY ON US HIGHWAY 211 FOR 5.5 MI
 HW0230'(8.9 KM) TO THE MARK ON THE RIGHT IN A ROCK LEDGE ABOUT 3 FT (0.9 M)
 HW0230'ABOVE THE ROAD SURFACE.  THE MARK IS NEAR THE OLD SPRING ON US
 HW0230'HIGHWAY 211 IN THE SHENANDOAH NATIONAL PARK.  ABOUT ONE-THIRD OF THE
 HW0230'DISK IS MISSING WHICH PARTLY OBLITERATES THE STAMPING (T IN THE WORD
 HW0230'RESET IS NOT LEGIBLE) BUT IT DOES NOT APPEAR TO HAVE MOVED AND THE
 HW0230'HIGH POINT STILL EXISTS.  29 FT (8.8 M) SOUTHWEST OF THE CENTER OF A
 HW0230'DISABLED STONE SPRINGWATER FOUNTAIN 44 FT (13.4 M) SOUTHEAST OF THE
 HW0230'CENTER OF THE EASTBOUND LANE OF US HIGHWAY 211 (NOTE THAT THE HIGHWAY
 HW0230'HAS THREE LANES AT THIS POINT)1.6 FT (0.5 M) SOUTH OF THE WEST END OF
 HW0230'A CHAINLINK FENCE 2.3 FT (0.7 M) SOUTHWEST OF THE WEST END OF A STONE
 HW0230'RETAINING WALL 35.2 FT (10.7 M) SOUTHWEST OF A USC GS GRAVITY STATION
 HW0230'DISK STAMPED UPPER METER BASE
 HW0230
 HW0230                          STATION RECOVERY (1992)
 HW0230
 HW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HW0230'FROM THE POST OFFICE IN SPERRYVILLE, VA.  ZIP CODE 22740, ON STATE
 HW0230'ROAD 1001 GO NORTHWEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF US
 HW0230'HIGHWAY 211.  TURN LEFT AND GO WESTERLY ON US HIGHWAY 211 FOR 5.5 MI
 HW0230'(8.9 KM) TO THE MARK ON THE RIGHT IN A ROCK LEDGE ABOUT 3 FT (0.9 M)
 HW0230'ABOVE THE ROAD SURFACE.  THE MARK IS NEAR THE OLD SPRING ON US
 HW0230'HIGHWAY 211 IN THE SHENANDOAH NATIONAL PARK.  ABOUT ONE-THIRD OF THE
 HW0230'DISK IS MISSING WHICH PARTLY OBLITERATES THE STAMPING (T IN THE WORD
 HW0230'RESET IS NOT LEGIBLE) BUT IT DOES NOT APPEAR TO HAVE MOVED AND THE
 HW0230'HIGH POINT STILL EXISTS.  29 FT (8.8 M) SOUTHWEST OF THE CENTER OF A
 HW0230'DISABLED STONE SPRINGWATER FOUNTAIN 44 FT (13.4 M) SOUTHEAST OF THE
 HW0230'CENTER OF THE EASTBOUND LANE OF US HIGHWAY 211 (NOTE THAT THE HIGHWAY
 HW0230'HAS THREE LANES AT THIS POINT)1.6 FT (0.5 M) SOUTH OF THE WEST END OF
 HW0230'A CHAINLINK FENCE 2.3 FT (0.7 M) SOUTHWEST OF THE WEST END OF A STONE
 HW0230'RETAINING WALL 35.2 FT (10.7 M) SOUTHWEST OF A USC GS GRAVITY STATION
 HW0230'DISK STAMPED UPPER METER BASE.
 HW0230
 HW0230                          STATION RECOVERY (1998)
 HW0230
 HW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLA)
 HW0230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0759 ***********************************************************************
 HW0759  DESIGNATION -  F 96
 HW0759  PID         -  HW0759
 HW0759  STATE/COUNTY-  VA/ROCKINGHAM
 HW0759  USGS QUAD   -  HARRISONBURG (1989)
 HW0759
 HW0759                         *CURRENT SURVEY CONTROL
 HW0759  ___________________________________________________________________
 HW0759* NAD 83(1986)-  38 26 03.     (N)    078 48 02.     (W)     SCALED    
 HW0759* NAVD 88     -       433.868  (meters)    1423.45   (feet)  ADJUSTED  
 HW0759  ___________________________________________________________________
 HW0759  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HW0759  DYNAMIC HT  -         433.551 (meters)    1422.41  (feet)  COMP
 HW0759  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 HW0759
 HW0759  VERT ORDER  -  SECOND    CLASS 0
 HW0759
 HW0759.The horizontal coordinates were scaled from a topographic map and have
 HW0759.an estimated accuracy of +/- 6 seconds.
 HW0759
 HW0759.The orthometric height was determined by differential leveling
 HW0759.and adjusted by the National Geodetic Survey in June 1991..
 HW0759
 HW0759.The geoid height was determined by GEOID03.
 HW0759
 HW0759.The dynamic height is computed by dividing the NAVD 88
 HW0759.geopotential number by the normal gravity value computed on the
 HW0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0759.degrees latitude (g = 980.6199 gals.).
 HW0759
 HW0759.The modeled gravity was interpolated from observed gravity values.
 HW0759
 HW0759;                    North         East    Units  Estimated Accuracy
 HW0759;SPC VA N     - 2,085,230.    3,473,760.      MT  (+/- 180 meters Scaled)
 HW0759
 HW0759                          SUPERSEDED SURVEY CONTROL
 HW0759
 HW0759  NGVD 29 (??/??/92)  434.006  (m)         1423.90   (f) ADJ UNCH    2 0
 HW0759
 HW0759.Superseded values are not recommended for survey control.
 HW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0759.See file dsdata.txt to determine how the superseded data were derived.
 HW0759
 HW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC919562(NAD 83)
 HW0759_MARKER: DB = BENCH MARK DISK
 HW0759_SETTING: 66 = SET IN ROCK OUTCROP
 HW0759_SP_SET: ROCK OUTCROP
 HW0759_STAMPING: F 96 1935
 HW0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0759+STABILITY: POSITION/ELEVATION WELL
 HW0759
 HW0759  HISTORY     - Date     Condition        Report By
 HW0759  HISTORY     - 1935     MONUMENTED       CGS
 HW0759  HISTORY     - 1965     GOOD             NGS
 HW0759
 HW0759                          STATION DESCRIPTION
 HW0759
 HW0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW0759'1.4 MI NW FROM KEEZLETOWN.
 HW0759'1.4 MILES NORTHWEST ALONG THE CHESAPEAKE WESTERN RAILWAY FROM
 HW0759'THE HIGHWAY SCHOOL AT KEEZLETOWN, ROCKINGHAM COUNTY, AT EARMANS,
 HW0759'84 FEET WEST OF THE CENTER LINE OF THE TRACK, ABOUT 75 FEET
 HW0759'SOUTHWEST OF A FENCE CORNER, 54 FEET WEST OF THE FENCE, AND IN
 HW0759'THE TOP OF A LARGE ROCK OUTCROP.
 HW0759
 HW0759                          STATION RECOVERY (1965)
 HW0759
 HW0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HW0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1771 ***********************************************************************
 GW1771  DESIGNATION -  F 97
 GW1771  PID         -  GW1771
 GW1771  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1771  USGS QUAD   -  MILLBORO (1986)
 GW1771
 GW1771                         *CURRENT SURVEY CONTROL
 GW1771  ___________________________________________________________________
 GW1771* NAD 83(1986)-  37 58 20.     (N)    079 30 30.     (W)     SCALED    
 GW1771* NAVD 88     -       425.725  (meters)    1396.73   (feet)  ADJUSTED  
 GW1771  ___________________________________________________________________
 GW1771  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 GW1771  DYNAMIC HT  -         425.391 (meters)    1395.64  (feet)  COMP
 GW1771  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 GW1771
 GW1771  VERT ORDER  -  SECOND    CLASS 0
 GW1771
 GW1771.The horizontal coordinates were scaled from a topographic map and have
 GW1771.an estimated accuracy of +/- 6 seconds.
 GW1771
 GW1771.The orthometric height was determined by differential leveling
 GW1771.and adjusted by the National Geodetic Survey in June 1991..
 GW1771
 GW1771.The geoid height was determined by GEOID03.
 GW1771
 GW1771.The dynamic height is computed by dividing the NAVD 88
 GW1771.geopotential number by the normal gravity value computed on the
 GW1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1771.degrees latitude (g = 980.6199 gals.).
 GW1771
 GW1771.The modeled gravity was interpolated from observed gravity values.
 GW1771
 GW1771;                    North         East    Units  Estimated Accuracy
 GW1771;SPC VA S     - 1,182,360.    3,411,400.      MT  (+/- 180 meters Scaled)
 GW1771
 GW1771                          SUPERSEDED SURVEY CONTROL
 GW1771
 GW1771  NGVD 29 (??/??/92)  425.887  (m)         1397.26   (f) ADJ UNCH    2 0
 GW1771
 GW1771.Superseded values are not recommended for survey control.
 GW1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1771.See file dsdata.txt to determine how the superseded data were derived.
 GW1771
 GW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC310037(NAD 83)
 GW1771_MARKER: DB = BENCH MARK DISK
 GW1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1771_STAMPING: F 97 1935
 GW1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1771+STABILITY: SURFACE MOTION
 GW1771
 GW1771  HISTORY     - Date     Condition        Report By
 GW1771  HISTORY     - 1935     MONUMENTED       CGS
 GW1771
 GW1771                          STATION DESCRIPTION
 GW1771
 GW1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW1771'1.4 MI SE FROM GOSHEN.
 GW1771'ABOUT 1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 501 FROM THE
 GW1771'CHESAPEAKE AND OHIO RAILWAY FREIGHT STATION AT GOSHEN, ROCKBRIDGE
 GW1771'COUNTY, 30 FEET EAST OF THE CENTER OF THE JUNCTION OF STATE
 GW1771'HIGHWAY 270, 8 FEET SOUTHWEST OF THE RUINS OF AN OLD BRICK
 GW1771'HOUSE, AND 3 FEET EAST OF A FENCE CORNER.  A STANDARD DISK,
 GW1771'STAMPED F 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0630 ***********************************************************************
 GW0630  DESIGNATION -  F 98
 GW0630  PID         -  GW0630
 GW0630  STATE/COUNTY-  VA/NELSON
 GW0630  USGS QUAD   -  GREENFIELD (1981)
 GW0630
 GW0630                         *CURRENT SURVEY CONTROL
 GW0630  ___________________________________________________________________
 GW0630* NAD 83(1986)-  37 55 42.     (N)    078 50 17.     (W)     SCALED    
 GW0630* NAVD 88     -       210.183  (meters)     689.58   (feet)  ADJUSTED  
 GW0630  ___________________________________________________________________
 GW0630  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GW0630  DYNAMIC HT  -         210.030 (meters)     689.07  (feet)  COMP
 GW0630  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 GW0630
 GW0630  VERT ORDER  -  SECOND    CLASS 0
 GW0630
 GW0630.The horizontal coordinates were scaled from a topographic map and have
 GW0630.an estimated accuracy of +/- 6 seconds.
 GW0630
 GW0630.The orthometric height was determined by differential leveling
 GW0630.and adjusted by the National Geodetic Survey in June 1991..
 GW0630
 GW0630.The geoid height was determined by GEOID03.
 GW0630
 GW0630.The dynamic height is computed by dividing the NAVD 88
 GW0630.geopotential number by the normal gravity value computed on the
 GW0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0630.degrees latitude (g = 980.6199 gals.).
 GW0630
 GW0630.The modeled gravity was interpolated from observed gravity values.
 GW0630
 GW0630;                    North         East    Units  Estimated Accuracy
 GW0630;SPC VA S     - 1,177,060.    3,470,280.      MT  (+/- 180 meters Scaled)
 GW0630
 GW0630                          SUPERSEDED SURVEY CONTROL
 GW0630
 GW0630  NGVD 29 (??/??/92)  210.390  (m)          690.25   (f) ADJ UNCH    2 0
 GW0630
 GW0630.Superseded values are not recommended for survey control.
 GW0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0630.See file dsdata.txt to determine how the superseded data were derived.
 GW0630
 GW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC900000(NAD 83)
 GW0630_MARKER: DB = BENCH MARK DISK
 GW0630_SETTING: 0 = UNSPECIFIED SETTING
 GW0630_STAMPING: F 98 1935
 GW0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0630
 GW0630  HISTORY     - Date     Condition        Report By
 GW0630  HISTORY     - 1935     MONUMENTED       CGS
 GW0630  HISTORY     - 1961     GOOD             NGS
 GW0630
 GW0630                          STATION DESCRIPTION
 GW0630
 GW0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0630'AT GREENFIELD.
 GW0630'AT GREENFIELD, ON STATE HIGHWAY 151, 80 FEET NORTH OF THE
 GW0630'INTERSECTION OF COUNTY ROAD 635 LEADING TO BATESVILLE, 30 FEET
 GW0630'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 15 FEET NORTH OF A
 GW0630'30-INCH OAK TREE.  NOTE-- THE OAK TREE IS NOW ABOUT 30 INCHES
 GW0630'IN DIAMETER.  IT IS 1 FOOT NORTH OF A C. AND G.S. WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1853 ***********************************************************************
 HW1853  DESIGNATION -  F 99
 HW1853  PID         -  HW1853
 HW1853  STATE/COUNTY-  VA/HIGHLAND
 HW1853  USGS QUAD   -  MONTEREY (1976)
 HW1853
 HW1853                         *CURRENT SURVEY CONTROL
 HW1853  ___________________________________________________________________
 HW1853* NAD 83(1986)-  38 22 57.     (N)    079 32 58.     (W)     SCALED    
 HW1853* NAVD 88     -       861.607  (meters)    2826.79   (feet)  ADJUSTED  
 HW1853  ___________________________________________________________________
 HW1853  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HW1853  DYNAMIC HT  -         860.902 (meters)    2824.48  (feet)  COMP
 HW1853  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 HW1853
 HW1853  VERT ORDER  -  SECOND    CLASS 0
 HW1853
 HW1853.The horizontal coordinates were scaled from a topographic map and have
 HW1853.an estimated accuracy of +/- 6 seconds.
 HW1853
 HW1853.The orthometric height was determined by differential leveling
 HW1853.and adjusted by the National Geodetic Survey in June 1991..
 HW1853
 HW1853.The geoid height was determined by GEOID03.
 HW1853
 HW1853.The dynamic height is computed by dividing the NAVD 88
 HW1853.geopotential number by the normal gravity value computed on the
 HW1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1853.degrees latitude (g = 980.6199 gals.).
 HW1853
 HW1853.The modeled gravity was interpolated from observed gravity values.
 HW1853
 HW1853;                    North         East    Units  Estimated Accuracy
 HW1853;SPC VA N     - 2,079,980.    3,408,310.      MT  (+/- 180 meters Scaled)
 HW1853
 HW1853                          SUPERSEDED SURVEY CONTROL
 HW1853
 HW1853  NGVD 29 (??/??/92)  861.675  (m)         2827.01   (f) ADJ UNCH    2 0
 HW1853
 HW1853.Superseded values are not recommended for survey control.
 HW1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1853.See file dsdata.txt to determine how the superseded data were derived.
 HW1853
 HW1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC266492(NAD 83)
 HW1853_MARKER: DB = BENCH MARK DISK
 HW1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1853_STAMPING: F 99 1935
 HW1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1853+STABILITY: SURFACE MOTION
 HW1853
 HW1853  HISTORY     - Date     Condition        Report By
 HW1853  HISTORY     - 1935     MONUMENTED       CGS
 HW1853  HISTORY     - 1966     MARK NOT FOUND   NGS
 HW1853
 HW1853                          STATION DESCRIPTION
 HW1853
 HW1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1853'3.8 MI SE FROM MONTEREY.
 HW1853'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE MONTEREY
 HW1853'METHODIST CHURCH AT MONTEREY, HIGHLAND COUNTY, OPPOSITE A
 HW1853'LARGE CURVE IN THE OLD ROAD, AT THE NORTH END OF A CUT, 40
 HW1853'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE
 HW1853'CENTERLINE OF THE OLD ROAD, AND SET IN THE TOP OF A CONCRETE
 HW1853'POST.
 HW1853
 HW1853                          STATION RECOVERY (1966)
 HW1853
 HW1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HW1853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3104 ***********************************************************************
 HV3104  DESIGNATION -  F NMP NPS
 HV3104  PID         -  HV3104
 HV3104  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3104  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3104
 HV3104                         *CURRENT SURVEY CONTROL
 HV3104  ___________________________________________________________________
 HV3104* NAD 83(1986)-  38 17 11.     (N)    077 28 38.     (W)     SCALED    
 HV3104* NAVD 88     -        51.714  (meters)     169.66   (feet)  ADJUSTED  
 HV3104  ___________________________________________________________________
 HV3104  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV3104  DYNAMIC HT  -          51.681 (meters)     169.56  (feet)  COMP
 HV3104  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 HV3104
 HV3104  VERT ORDER  -  SECOND    CLASS 0
 HV3104
 HV3104.The horizontal coordinates were scaled from a topographic map and have
 HV3104.an estimated accuracy of +/- 6 seconds.
 HV3104
 HV3104.The orthometric height was determined by differential leveling
 HV3104.and adjusted by the National Geodetic Survey in June 1991..
 HV3104
 HV3104.The geoid height was determined by GEOID03.
 HV3104
 HV3104.The dynamic height is computed by dividing the NAVD 88
 HV3104.geopotential number by the normal gravity value computed on the
 HV3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3104.degrees latitude (g = 980.6199 gals.).
 HV3104
 HV3104.The modeled gravity was interpolated from observed gravity values.
 HV3104
 HV3104;                    North         East    Units  Estimated Accuracy
 HV3104;SPC VA N     - 2,069,290.    3,589,480.      MT  (+/- 180 meters Scaled)
 HV3104
 HV3104                          SUPERSEDED SURVEY CONTROL
 HV3104
 HV3104  NGVD 29 (??/??/??)   51.992  (m)          170.58   (f) ADJUSTED    2 0
 HV3104
 HV3104.Superseded values are not recommended for survey control.
 HV3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3104.See file dsdata.txt to determine how the superseded data were derived.
 HV3104
 HV3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH833404(NAD 83)
 HV3104_MARKER: DD = SURVEY DISK
 HV3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3104_STAMPING: F
 HV3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3104+STABILITY: SURFACE MOTION
 HV3104
 HV3104  HISTORY     - Date     Condition        Report By
 HV3104  HISTORY     - UNK      MONUMENTED       NPS
 HV3104  HISTORY     - 1962     GOOD             CGS
 HV3104  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3104  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3104
 HV3104                          STATION DESCRIPTION
 HV3104
 HV3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HV3104'1.8 MI SW FROM FREDERICKBURG.
 HV3104'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 HV3104'OFFICE AT FREDERICKSBURG, SPOTSYLVANIA COUNTY, AT THE SOUTH
 HV3104'EDGE OF THE NATIONAL MILITARY PARK, 45 FEET SOUTHEAST OF THE
 HV3104'CENTER LINE OF THE HIGHWAY, AND 27 FEET NORTH OF THE CROSSING OF
 HV3104'A POWER-TRANSMISSION LINE.  A NATIONAL MILITARY PARK STANDARD
 HV3104'DISK, STAMPED F AND SET IN THE TOP OF A CONCRETE POST.
 HV3104
 HV3104                          STATION RECOVERY (1984)
 HV3104
 HV3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3104'MARK NOT FOUND.
 HV3104
 HV3104                          STATION RECOVERY (1998)
 HV3104
 HV3104'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4577 ***********************************************************************
 HV4577  DESIGNATION -  F USE 1924
 HV4577  PID         -  HV4577
 HV4577  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4577  USGS QUAD   -  ALEXANDRIA (1994)
 HV4577
 HV4577                         *CURRENT SURVEY CONTROL
 HV4577  ___________________________________________________________________
 HV4577* NAD 83(1993)-  38 48 39.50374(N)    077 02 24.42321(W)     ADJUSTED  
 HV4577* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV4577  ___________________________________________________________________
 HV4577  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HV4577  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV4577
 HV4577  HORZ ORDER  -  SECOND
 HV4577
 HV4577.The horizontal coordinates were established by classical geodetic methods
 HV4577.and adjusted by the National Geodetic Survey in November 1994..
 HV4577
 HV4577.The orthometric height was scaled from a topographic map.
 HV4577
 HV4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4577
 HV4577.The geoid height was determined by GEOID03.
 HV4577
 HV4577;                    North         East     Units Scale Factor Converg.
 HV4577;SPC VA N     - 2,128,025.624 3,626,788.998   MT  0.99995407   +0 54 40.1
 HV4577;SPC VA N     - 6,981,697.40 11,898,890.24   sFT  0.99995407   +0 54 40.1
 HV4577;SPC MD       -   127,023.460   396,515.705   MT  0.99995048   -0 01 30.6
 HV4577;SPC MD       -   416,742.80  1,300,901.94   sFT  0.99995048   -0 01 30.6
 HV4577;UTM  18      - 4,297,777.414   322,865.456   MT  0.99998638   -1 16 44.3
 HV4577
 HV4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4577!SPC VA N     -   1.00000462  x   0.99995407  =   0.99995869
 HV4577!SPC MD       -   1.00000462  x   0.99995048  =   0.99995510
 HV4577!UTM  18      -   1.00000462  x   0.99998638  =   0.99999100
 HV4577
 HV4577:                Primary Azimuth Mark                     Grid Az
 HV4577:SPC VA N     -  G USE 1924                               009 38 31.5
 HV4577:SPC MD       -  G USE 1924                               010 34 42.2
 HV4577:UTM  18      -  G USE 1924                               011 49 55.9
 HV4577
 HV4577|---------------------------------------------------------------------|
 HV4577| PID    Reference Object                     Distance      Geod. Az  |
 HV4577|                                                           dddmmss.s |
 HV4577| HV4580 G USE 1924                          448.928 METERS 0103311.6 |
 HV4577| HV4704 WATER TK HILL E OF FOX FERRY        APPROX. 3.0 KM 1094901.6 |
 HV4577| HV4566 DAN USE 1924                        228.952 METERS 16031     |
 HV4577| HV4633 ALEXANDRIA RED TOP DOME             474.876 METERS 2613222.7 |
 HV4577|---------------------------------------------------------------------|
 HV4577
 HV4577                          SUPERSEDED SURVEY CONTROL
 HV4577
 HV4577  NAD 83(1993)-  38 48 39.50206(N)    077 02 24.42464(W) AD(       ) 2
 HV4577  NAD 83(1986)-  38 48 39.50213(N)    077 02 24.43604(W) AD(       ) 2
 HV4577  NAD 27      -  38 48 39.09100(N)    077 02 25.50800(W) AD(       ) 2
 HV4577
 HV4577.Superseded values are not recommended for survey control.
 HV4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4577.See file dsdata.txt to determine how the superseded data were derived.
 HV4577
 HV4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2286597777(NAD 83)
 HV4577_MARKER: DS = TRIANGULATION STATION DISK
 HV4577_SETTING: 0 = UNSPECIFIED SETTING
 HV4577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4577
 HV4577  HISTORY     - Date     Condition        Report By
 HV4577  HISTORY     - 1924     MONUMENTED       USE
 HV4577  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4577
 HV4577                          STATION DESCRIPTION
 HV4577
 HV4577'DESCRIBED BY US ENGINEERS 1924 (EWE)
 HV4577'ON THE WESTERN SIDE OF THE POTOMAC RIVER, 229 METERS NW FROM
 HV4577'STATION DAN, WHICH IS LOCATED AT THE FOOT OF ORINOCO STREET.
 HV4577'STATION IS ON THE W SIDE OF RAILROAD TRACK, BETWEEN TWO SWITCHES,
 HV4577'THE ONE LEADING INTO THE YARD BEING DISTANT 16-3/4 METERS AND
 HV4577'THE OTHER 11-1/2 METERS N.  MARKED BY A STANDARD U.S.C. OF
 HV4577'ENGINEERS DISK CEMENTED IN A DRILL HOLE IN A ROCK AND 2.98
 HV4577'METERS FROM THE W RAIL.
 HV4577
 HV4577                          STATION RECOVERY (1996)
 HV4577
 HV4577'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3830 ***********************************************************************
 GV3830  DESIGNATION -  F USE 1931
 GV3830  PID         -  GV3830
 GV3830  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3830  USGS QUAD   -  HEATHSVILLE (1992)
 GV3830
 GV3830                         *CURRENT SURVEY CONTROL
 GV3830  ___________________________________________________________________
 GV3830* NAD 83(1993)-  37 58 40.67927(N)    076 27 48.36139(W)     ADJUSTED  
 GV3830* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3830  ___________________________________________________________________
 GV3830  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 GV3830  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 GV3830
 GV3830  HORZ ORDER  -  THIRD
 GV3830
 GV3830.The horizontal coordinates were established by classical geodetic methods
 GV3830.and adjusted by the National Geodetic Survey in November 1994..
 GV3830
 GV3830.The orthometric height was scaled from a topographic map.
 GV3830
 GV3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3830
 GV3830.The geoid height was determined by GEOID03.
 GV3830
 GV3830;                    North         East     Units Scale Factor Converg.
 GV3830;SPC VA S     - 1,184,449.801 3,678,916.629   MT  1.00000208   +1 14 09.8
 GV3830;SPC VA S     - 3,885,982.39 12,069,912.31   sFT  1.00000208   +1 14 09.8
 GV3830;SPC VA N     - 2,036,538.339 3,678,917.289   MT  1.00001023   +1 16 15.8
 GV3830;SPC VA N     - 6,681,542.87 12,069,914.47   sFT  1.00001023   +1 16 15.8
 GV3830;UTM  18      - 4,204,380.536   371,472.570   MT  0.99980346   -0 54 02.4
 GV3830
 GV3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3830!SPC VA S     -   1.00000551  x   1.00000208  =   1.00000759
 GV3830!SPC VA N     -   1.00000551  x   1.00001023  =   1.00001574
 GV3830!UTM  18      -   1.00000551  x   0.99980346  =   0.99980897
 GV3830
 GV3830:                Primary Azimuth Mark                     Grid Az
 GV3830:SPC VA S     -  BLUFF 1931                               094 46 59.9
 GV3830:SPC VA N     -  BLUFF 1931                               094 44 53.9
 GV3830:UTM  18      -  BLUFF 1931                               096 55 12.1
 GV3830
 GV3830|---------------------------------------------------------------------|
 GV3830| PID    Reference Object                     Distance      Geod. Az  |
 GV3830|                                                           dddmmss.s |
 GV3830| GV3817 BLUFF 1931                          APPROX. 0.5 KM 0960109.7 |
 GV3830| GV3856 SANDY 1931                          253.805 METERS 35319     |
 GV3830|---------------------------------------------------------------------|
 GV3830
 GV3830                          SUPERSEDED SURVEY CONTROL
 GV3830
 GV3830  NAD 83(1993)-  37 58 40.67731(N)    076 27 48.36362(W) AD(       ) 3
 GV3830  NAD 83(1986)-  37 58 40.68053(N)    076 27 48.37722(W) AD(       ) 3
 GV3830  NAD 27      -  37 58 40.20900(N)    076 27 49.51900(W) AD(       ) 3
 GV3830
 GV3830.Superseded values are not recommended for survey control.
 GV3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3830.See file dsdata.txt to determine how the superseded data were derived.
 GV3830
 GV3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7147304381(NAD 83)
 GV3830_MARKER: K = CLAY TILE PIPE
 GV3830_SETTING: 0 = UNSPECIFIED SETTING
 GV3830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3830
 GV3830  HISTORY     - Date     Condition        Report By
 GV3830  HISTORY     - 1931     MONUMENTED       VACF
 GV3830  HISTORY     - 1943     GOOD             CGS
 GV3830  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3830
 GV3830                          STATION DESCRIPTION
 GV3830
 GV3830'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3830'STATION IS ON HIGH LAND E OF MR. HEADLEYS HOUSE MARKED BY A
 GV3830'TERRA COTTA PIPE FILLED WITH AND SURROUNDED BY CONCRETE, EASILY
 GV3830'RECOVERED.
 GV3830'
 GV3830'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3830
 GV3830                          STATION RECOVERY (1943)
 GV3830
 GV3830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3830'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD
 GV3830'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 GV3830
 GV3830                          STATION RECOVERY (2002)
 GV3830
 GV3830'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2396 ***********************************************************************
 GW2396  SACS        -  This is a Secondary Airport Control Station.
 GW2396  DESIGNATION -  FAA 0V4 A
 GW2396  PID         -  GW2396
 GW2396  STATE/COUNTY-  VA/CAMPBELL
 GW2396  USGS QUAD   -  GLADYS (1982)
 GW2396
 GW2396                         *CURRENT SURVEY CONTROL
 GW2396  ___________________________________________________________________
 GW2396* NAD 83(1993)-  37 08 24.17889(N)    079 01 07.66987(W)     ADJUSTED  
 GW2396* NAVD 88     -       181.29   (meters)     594.8    (feet)  GPS OBS   
 GW2396  ___________________________________________________________________
 GW2396  X           -     969,720.179 (meters)                     COMP
 GW2396  Y           -  -4,997,530.752 (meters)                     COMP
 GW2396  Z           -   3,829,885.025 (meters)                     COMP
 GW2396  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 GW2396  ELLIP HEIGHT-         149.83  (meters)          (05/15/02) GPS OBS
 GW2396  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 GW2396
 GW2396  HORZ ORDER  -  FIRST
 GW2396  ELLP ORDER  -  FIFTH     CLASS II
 GW2396
 GW2396.This mark is at Brookneal/campbell County Airport (0V4)
 GW2396
 GW2396.The horizontal coordinates were established by GPS observations
 GW2396.and adjusted by the National Geodetic Survey in April 1998..
 GW2396
 GW2396.The orthometric height was determined by GPS observations and a
 GW2396.high-resolution geoid model.
 GW2396
 GW2396.GPS derived orthometric heights for airport stations designated as
 GW2396.PACS or SACS are published to 2 decimal places.  This maintains
 GW2396.centimeter relative accuracy between the PACS and SACS.  It does
 GW2396.not indicate centimeter accuracy relative to other marks which are
 GW2396.part of the NAVD 88 network.
 GW2396
 GW2396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2396
 GW2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2396
 GW2396.The ellipsoidal height was determined by GPS observations
 GW2396.and is referenced to NAD 83.
 GW2396
 GW2396.The geoid height was determined by GEOID03.
 GW2396
 GW2396;                    North         East     Units Scale Factor Converg.
 GW2396;SPC VA S     - 1,089,651.387 3,453,908.216   MT  0.99995324   -0 18 53.5
 GW2396;SPC VA S     - 3,574,964.59 11,331,697.21   sFT  0.99995324   -0 18 53.5
 GW2396;UTM  17      - 4,112,245.983   675,965.392   MT  0.99998145   +1 11 47.4
 GW2396
 GW2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2396!SPC VA S     -   0.99997649  x   0.99995324  =   0.99992973
 GW2396!UTM  17      -   0.99997649  x   0.99998145  =   0.99995794
 GW2396
 GW2396:                Primary Azimuth Mark                     Grid Az
 GW2396:SPC VA S     -  FAA 0V4 B                                053 30 02.7
 GW2396:UTM  17      -  FAA 0V4 B                                051 59 21.8
 GW2396
 GW2396|---------------------------------------------------------------------|
 GW2396| PID    Reference Object                     Distance      Geod. Az  |
 GW2396|                                                           dddmmss.s |
 GW2396| GW2397 FAA 0V4 B                           APPROX. 0.9 KM 0531109.2 |
 GW2396|---------------------------------------------------------------------|
 GW2396
 GW2396                          SUPERSEDED SURVEY CONTROL
 GW2396
 GW2396  ELLIP H (04/02/98)  149.89   (m)                       GP(       ) 4 2
 GW2396  NAD 83(1993)-  37 08 24.17905(N)    079 01 07.66961(W) AD(       ) 1
 GW2396  ELLIP H (11/30/95)  149.91   (m)                       GP(       ) 4 2
 GW2396  NAD 83(1993)-  37 08 24.17801(N)    079 01 07.66830(W) AD(       ) 3
 GW2396  ELLIP H (09/08/95)  149.94   (m)                       GP(       ) 4 2
 GW2396  NAD 83(1993)-  37 08 24.17892(N)    079 01 07.66600(W) AD(       ) 3
 GW2396  NAD 83(1986)-  37 08 24.18122(N)    079 01 07.67912(W) AD(       ) 3
 GW2396  NGVD 29 (05/03/91)  181.6    (m)          596.     (f) GPS OBS        
 GW2396
 GW2396.Superseded values are not recommended for survey control.
 GW2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2396.See file dsdata.txt to determine how the superseded data were derived.
 GW2396
 GW2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7596512246(NAD 83)
 GW2396_MARKER: I = METAL ROD
 GW2396_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW2396_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW2396_STAMPING: FAA 0V4 A 1990
 GW2396_MARK LOGO: NGS   
 GW2396_PROJECTION: FLUSH
 GW2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2396+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1997
 GW2396_ROD/PIPE-DEPTH: 3.8  meters
 GW2396_SLEEVE-DEPTH  : 0.91 meters
 GW2396
 GW2396  HISTORY     - Date     Condition        Report By
 GW2396  HISTORY     - 1990     MONUMENTED       NGS
 GW2396  HISTORY     - 19941006 GOOD             NGS
 GW2396  HISTORY     - 19970219 GOOD             NGS
 GW2396
 GW2396                          STATION DESCRIPTION
 GW2396
 GW2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GW2396'THE STATION IS LOCATED ABOUT 14.4 KM (8.9 MI) NORTHWEST OF BROOKNEAL,
 GW2396'11.3 KM (7.0 MI) SOUTHEAST OF GLADYS, AT THE BROOKNEAL/CAMPBELL
 GW2396'COUNTY AIRPORT AND AT THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 GW2396'OWNERSHIP--BROOKNEAL/CAMPBELL COUNTY AIRPORT AUTHORITY, P.O. BOX 420,
 GW2396'BROOKNEAL, VA 24528, PHONE 804-376-2345, AIRPORT MANAGER IS CHARLES
 GW2396'MCDOWELL, PHONE 804-376-3417.  NOTE--CALL MR. MCDOWELL A DAY IN
 GW2396'ADVANCE OF SURVEY TO ARRANGE FOR PICK UP OF THE KEY FOR THE LOCKED
 GW2396'GATE OF THE AIRPORT.
 GW2396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 501 IN
 GW2396'BROOKNEAL, GO NORTHWEST ON STATE HIGHWAY 501 FOR 12.6 KM (7.8 MI) TO
 GW2396'THE JUNCTION OF COUNTY ROAD 650 ON THE RIGHT, TURN RIGHT, NORTHERLY,
 GW2396'ON COUNTY ROAD 650 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF COUNTY
 GW2396'ROAD 797 ON THE RIGHT, TURN RIGHT, NORTHEASTERLY, ON COUNTY ROAD 797
 GW2396'FOR 0.89 KM (0.55 MI) TO THE JUNCTION OF A PAVED ROAD LEFT AND A
 GW2396'GRAVEL DEAD END ROAD STRAIGHT AHEAD, TURN LEFT, NORTH, ON THE PAVED
 GW2396'ROAD FOR 0.24 KM (0.15 MI) TO A LOCKED GATE, PASS THRU THE GATE ONTO
 GW2396'THE APRON, BEAR RIGHT ACROSS THE APRON TO THE JUNCTION OF THE
 GW2396'TAXIWAY, TURN LEFT ONTO THE TAXIWAY AND CONTINUE AHEAD TO THE
 GW2396'JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 GW2396'THE STATION IS LOCATED 21.2 M (69.6 FT) NORTHEAST OF THE CENTER OF THE
 GW2396'TAXIWAY, 21.1 M (69.2 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY, 6.5
 GW2396'M (21.3 FT) SOUTHEAST OF THE SOUTHEAST ONE OF THREE TAXIWAY LIGHTS
 GW2396'AND 0.4 M (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 GW2396
 GW2396                          STATION RECOVERY (1994)
 GW2396
 GW2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 GW2396'RECOVERED AS DESCRIBED.
 GW2396
 GW2396                          STATION RECOVERY (1997)
 GW2396
 GW2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 GW2396'RECOVERED AS DESCRIBED.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 GW2396'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2397 ***********************************************************************
 GW2397  SACS        -  This is a Secondary Airport Control Station.
 GW2397  DESIGNATION -  FAA 0V4 B
 GW2397  PID         -  GW2397
 GW2397  STATE/COUNTY-  VA/CAMPBELL
 GW2397  USGS QUAD   -  GLADYS (1982)
 GW2397
 GW2397                         *CURRENT SURVEY CONTROL
 GW2397  ___________________________________________________________________
 GW2397* NAD 83(1993)-  37 08 40.99519(N)    079 00 39.60271(W)     ADJUSTED  
 GW2397* NAVD 88     -       178.69   (meters)     586.3    (feet)  GPS OBS   
 GW2397  ___________________________________________________________________
 GW2397  X           -     970,340.140 (meters)                     COMP
 GW2397  Y           -  -4,997,089.451 (meters)                     COMP
 GW2397  Z           -   3,830,296.722 (meters)                     COMP
 GW2397  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GW2397  ELLIP HEIGHT-         147.25  (meters)          (05/15/02) GPS OBS
 GW2397  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 GW2397
 GW2397  HORZ ORDER  -  FIRST
 GW2397  ELLP ORDER  -  FIFTH     CLASS II
 GW2397
 GW2397.This mark is at Brookneal/campbell County Airport (0V4)
 GW2397
 GW2397.The horizontal coordinates were established by GPS observations
 GW2397.and adjusted by the National Geodetic Survey in April 1998..
 GW2397
 GW2397.The orthometric height was determined by GPS observations and a
 GW2397.high-resolution geoid model.
 GW2397
 GW2397.GPS derived orthometric heights for airport stations designated as
 GW2397.PACS or SACS are published to 2 decimal places.  This maintains
 GW2397.centimeter relative accuracy between the PACS and SACS.  It does
 GW2397.not indicate centimeter accuracy relative to other marks which are
 GW2397.part of the NAVD 88 network.
 GW2397
 GW2397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2397
 GW2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2397
 GW2397.The ellipsoidal height was determined by GPS observations
 GW2397.and is referenced to NAD 83.
 GW2397
 GW2397.The geoid height was determined by GEOID03.
 GW2397
 GW2397;                    North         East     Units Scale Factor Converg.
 GW2397;SPC VA S     - 1,090,165.988 3,454,603.678   MT  0.99995292   -0 18 36.5
 GW2397;SPC VA S     - 3,576,652.91 11,333,978.90   sFT  0.99995292   -0 18 36.5
 GW2397;UTM  17      - 4,112,778.764   676,647.059   MT  0.99998441   +1 12 04.8
 GW2397
 GW2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2397!SPC VA S     -   0.99997689  x   0.99995292  =   0.99992981
 GW2397!UTM  17      -   0.99997689  x   0.99998441  =   0.99996130
 GW2397
 GW2397:                Primary Azimuth Mark                     Grid Az
 GW2397:SPC VA S     -  0V4 C                                    231 28 58.8
 GW2397:UTM  17      -  0V4 C                                    229 58 17.5
 GW2397
 GW2397|---------------------------------------------------------------------|
 GW2397| PID    Reference Object                     Distance      Geod. Az  |
 GW2397|                                                           dddmmss.s |
 GW2397| AA9293 0V4 C                               493.203 METERS 2311022.3 |
 GW2397| GW2396 FAA 0V4 A                           APPROX. 0.9 KM 2331126.1 |
 GW2397|---------------------------------------------------------------------|
 GW2397
 GW2397                          SUPERSEDED SURVEY CONTROL
 GW2397
 GW2397  ELLIP H (04/02/98)  147.30   (m)                       GP(       ) 4 2
 GW2397  NAD 83(1993)-  37 08 40.99535(N)    079 00 39.60245(W) AD(       ) 1
 GW2397  ELLIP H (11/30/95)  147.33   (m)                       GP(       ) 4 2
 GW2397  NAD 83(1993)-  37 08 40.99410(N)    079 00 39.60145(W) AD(       ) 3
 GW2397  ELLIP H (09/08/95)  147.34   (m)                       GP(       ) 4 2
 GW2397  NAD 83(1993)-  37 08 40.99502(N)    079 00 39.59915(W) AD(       ) 3
 GW2397  NAD 83(1986)-  37 08 40.99731(N)    079 00 39.61227(W) AD(       ) 3
 GW2397  NGVD 29 (05/03/91)  179.0    (m)          587.     (f) GPS OBS        
 GW2397
 GW2397.Superseded values are not recommended for survey control.
 GW2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2397.See file dsdata.txt to determine how the superseded data were derived.
 GW2397
 GW2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB7664712779(NAD 83)
 GW2397_MARKER: I = METAL ROD
 GW2397_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW2397_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW2397_STAMPING: FAA 0V4 B 1990
 GW2397_MARK LOGO: NGS   
 GW2397_PROJECTION: FLUSH
 GW2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2397+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 GW2397_ROD/PIPE-DEPTH: 3.8  meters
 GW2397_SLEEVE-DEPTH  : 0.91 meters
 GW2397
 GW2397  HISTORY     - Date     Condition        Report By
 GW2397  HISTORY     - 1990     MONUMENTED       NGS
 GW2397  HISTORY     - 19941006 GOOD             NGS
 GW2397  HISTORY     - 19970225 GOOD             NGS
 GW2397
 GW2397                          STATION DESCRIPTION
 GW2397
 GW2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GW2397'THE STATION IS LOCATED ABOUT 14.4 KM (8.9 MI) NORTHWEST OF BROOKNEAL,
 GW2397'11.3 KM (7.0 MI) SOUTHEAST OF GLADYS, AT THE BROOKNEAL/CAMPBELL
 GW2397'COUNTY AIRPORT AND ON THE SOUTHEAST SIDE OF THE END OF RUNWAY 24.
 GW2397'OWNERSHIP--BROOKNEAL/CAMPBELL COUNTY AIRPORT AUTHORITY, P.O. BOX 420,
 GW2397'BROOKNEAL, VA 24528, PHONE 804-376-2345, AIRPORT MANAGER IS CHARLES
 GW2397'MCDOWELL, PHONE 804-376-3417.  NOTE--CALL MR. MCDOWELL A DAY IN
 GW2397'ADVANCE OF SURVEY TO ARRANGE FOR PICK UP OF THE KEY FOR THE LOCKED
 GW2397'GATE OF THE AIRPORT.
 GW2397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 501 IN
 GW2397'BROOKNEAL, GO NORTHWEST ON STATE HIGHWAY 501 FOR 12.6 KM (7.8 MI) TO
 GW2397'THE JUNCTION OF COUNTY ROAD 650 ON THE RIGHT, TURN RIGHT, NORTHERLY,
 GW2397'ON COUNTY ROAD 650 FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF COUNTY
 GW2397'ROAD 797 ON THE RIGHT, TURN RIGHT, NORTHEASTERLY, ON COUNTY ROAD 797
 GW2397'FOR 0.89 KM (0.55 MI) TO THE JUNCTION OF A PAVED ROAD LEFT AND A
 GW2397'GRAVEL DEAD END ROAD STRAIGHT AHEAD, TURN LEFT, NORTH, ON THE PAVED
 GW2397'ROAD FOR 0.24 KM (0.15 MI) TO A LOCKED GATE, PASS THRU THE GATE ONTO
 GW2397'THE APRON, BEAR RIGHT ACROSS THE APRON TO THE JUNCTION OF THE
 GW2397'TAXIWAY, TURN LEFT ONTO THE TAXIWAY AND CONTINUE AHEAD TO THE
 GW2397'JUNCTION OF THE RUNWAY, TURN RIGHT, NORTHEAST, ON THE RUNWAY FOR 0.88
 GW2397'KM (0.55 MI) TO THE END OF RUNWAY 24 AND THE STATION ON THE RIGHT.
 GW2397'THE STATION IS LOCATED 21.3 M (69.9 FT) SOUTHEAST OF THE EXTENDED
 GW2397'CENTERLINE OF THE RUNWAY, 13.1 M (43.0 FT) SOUTHEAST OF THE EAST
 GW2397'CORNER OF THE END OF RUNWAY 24, 9.0 M (29.5 FT) SOUTHEAST OF
 GW2397'SOUTHEAST ONE OF A ROW OF THRESHOLD LIGHTS AND 0.35 M (1.15 FT)
 GW2397'NORTHWEST OF A FIBERGLASS WITNESS POST.
 GW2397
 GW2397                          STATION RECOVERY (1994)
 GW2397
 GW2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 GW2397'RECOVERED AS DESCRIBED.
 GW2397
 GW2397                          STATION RECOVERY (1997)
 GW2397
 GW2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 GW2397'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2400 ***********************************************************************
 GW2400  DESIGNATION -  FAA W81 A
 GW2400  PID         -  GW2400
 GW2400  STATE/COUNTY-  VA/NOTTOWAY
 GW2400  USGS QUAD   -  CREWE EAST (1984)
 GW2400
 GW2400                         *CURRENT SURVEY CONTROL
 GW2400  ___________________________________________________________________
 GW2400* NAD 83(1993)-  37 10 48.54772(N)    078 05 52.35093(W)     ADJUSTED  
 GW2400* NAVD 88     -       121.8    (meters)     400.     (feet)  VERTCON   
 GW2400  ___________________________________________________________________
 GW2400  X           -   1,049,353.093 (meters)                     COMP
 GW2400  Y           -  -4,978,622.260 (meters)                     COMP
 GW2400  Z           -   3,833,395.906 (meters)                     COMP
 GW2400  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 GW2400  ELLIP HEIGHT-          90.08  (meters)          (09/08/95) GPS OBS
 GW2400  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 GW2400
 GW2400  HORZ ORDER  -  THIRD
 GW2400  ELLP ORDER  -  FOURTH    CLASS II
 GW2400
 GW2400.This mark is at Crewe Airport (W81)
 GW2400
 GW2400.The horizontal coordinates were established by GPS observations
 GW2400.and adjusted by the National Geodetic Survey in September 1995..
 GW2400
 GW2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2400
 GW2400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2400
 GW2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2400
 GW2400.The ellipsoidal height was determined by GPS observations
 GW2400.and is referenced to NAD 83.
 GW2400
 GW2400.The geoid height was determined by GEOID03.
 GW2400
 GW2400;                    North         East     Units Scale Factor Converg.
 GW2400;SPC VA S     - 1,094,051.170 3,535,707.305   MT  0.99995072   +0 14 38.6
 GW2400;SPC VA S     - 3,589,399.55 11,600,066.38   sFT  0.99995072   +0 14 38.6
 GW2400;UTM  17      - 4,118,802.629   757,639.135   MT  1.00041776   +1 45 17.2
 GW2400
 GW2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2400!SPC VA S     -   0.99998586  x   0.99995072  =   0.99993658
 GW2400!UTM  17      -   0.99998586  x   1.00041776  =   1.00040362
 GW2400
 GW2400:                Primary Azimuth Mark                     Grid Az
 GW2400:SPC VA S     -  FAA W81 B                                320 28 09.6
 GW2400:UTM  17      -  FAA W81 B                                318 57 31.0
 GW2400
 GW2400|---------------------------------------------------------------------|
 GW2400| PID    Reference Object                     Distance      Geod. Az  |
 GW2400|                                                           dddmmss.s |
 GW2400| GW2401 FAA W81 B                           APPROX. 0.6 KM 3204248.2 |
 GW2400|---------------------------------------------------------------------|
 GW2400
 GW2400                          SUPERSEDED SURVEY CONTROL
 GW2400
 GW2400  NAD 83(1993)-  37 10 48.54825(N)    078 05 52.35053(W) AD(       ) 3
 GW2400  ELLIP H (01/27/92)   89.98   (m)                       GP(       ) 4 1
 GW2400  NAD 83(1986)-  37 10 48.55300(N)    078 05 52.36826(W) AD(       ) 3
 GW2400  NGVD 29 (05/03/91)  122.1    (m)          401.     (f) GPS OBS        
 GW2400
 GW2400.Superseded values are not recommended for survey control.
 GW2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2400.See file dsdata.txt to determine how the superseded data were derived.
 GW2400
 GW2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5763918803(NAD 83)
 GW2400_MARKER: DH = HORIZONTAL CONTROL DISK
 GW2400_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW2400_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW2400_STAMPING: FAA W81 A 1990
 GW2400_MARK LOGO: NGS   
 GW2400_PROJECTION: FLUSH
 GW2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2400+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW2400_ROD/PIPE-DEPTH: 7.0  meters
 GW2400_SLEEVE-DEPTH  : 0.9 meters
 GW2400
 GW2400  HISTORY     - Date     Condition        Report By
 GW2400  HISTORY     - 1990     MONUMENTED       NGS
 GW2400  HISTORY     - 19960221 GOOD             USPSQD
 GW2400  HISTORY     - 20001207 GOOD             USPSQD
 GW2400  HISTORY     - 20010331 GOOD             NGS
 GW2400  HISTORY     - 20060112 GOOD             USPSQD
 GW2400
 GW2400                          STATION DESCRIPTION
 GW2400
 GW2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GW2400'THE STATION IS LOCATED ABOUT 2.57 KM (1.60 MI) NORTHEAST OF CREWE,
 GW2400'32.19 KM (20.00 MI) SOUTHEAST OF FARMVILLE AT THE CREWE MUNICIPAL
 GW2400'AIRPORT ON THE SOUTHWEST SIDE OF THE RUNWAY, 0.64 KM (0.40 MI)
 GW2400'SOUTHEAST OF THE JUNCTION OF THE TAXIWAY AT THE END OF RUNWAY 15.
 GW2400'OWNERSHIP--CITY OF CREWE, 125 CAROLINA AVENUE, CREWE VA. 23930, PHONE
 GW2400'804-645-9453, AIRPORT MANAGER IS ROBERT MANN, PHONE 804-645-9393 IF
 GW2400'NO ANSWER CALL THE TOWN MANAGER MR. MORRIN, PHONE 804-645-9453 (WORK)
 GW2400', OR 804-645-9188 (HOME).
 GW2400'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 460 AND TYLER
 GW2400'STREET (AT A MOBILE SERVICE STATION IN THE NORTH ANGLE OF THE
 GW2400'JUNCTION AND JUST SOUTHEAST OF A 7-11 STORE ON HIGHWAY 460), GO
 GW2400'NORTHEAST ON TYLER STREET FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 GW2400'COUNTY ROAD 618 (INDIAN OAK AVENUE) ON THE RIGHT, TURN RIGHT, EAST ON
 GW2400'COUNTY ROAD 618 FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF A GRAVEL
 GW2400'DRIVE ON THE RIGHT (WITH AIRPORT SIGN ON THE NORTH SIDE OF COUNTY
 GW2400'ROAD 618), TURN RIGHT, SOUTHEAST ON THE GRAVEL DRIVE FOR 0.16 KM
 GW2400'(0.10 MI) TO A FORK, BEAR LEFT, EASTERLY ON THE GRAVEL DRIVE TO A
 GW2400'LOCKED GATE, PASS THRU THE GATE AND CONTINUE AHEAD PASSING THE REAR
 GW2400'OF THE HANGAR BUILDINGS TO THE JUNCTION OF THE TAXIWAY, TURN LEFT
 GW2400'NORTHERLY ON THE TAXIWAY TO THE AIRPORT OFFICE STRAIGHT AHEAD, TURN
 GW2400'RIGHT, NORTHEAST ON THE TAXIWAY TO THE JUNCTION OF THE END OF RUNWAY
 GW2400'15, TURN RIGHT, ONTO THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION
 GW2400'ON THE RIGHT.
 GW2400'THE STATION IS FLUSH WITH THE GROUND LOCATED 20.3 M (66.6 FT)
 GW2400'SOUTHWEST OF THE CENTER OF THE RUNWAY, 8.8 M (28.9 FT) (28.9 FT
 GW2400'NORTHWEST OF A FIBERGLASS WITNESS POST.
 GW2400
 GW2400                          STATION RECOVERY (1996)
 GW2400
 GW2400'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2400'RECOVERED IN GOOD CONDITION.
 GW2400
 GW2400                          STATION RECOVERY (2000)
 GW2400
 GW2400'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2400'RECOVERED IN GOOD CONDITION.
 GW2400
 GW2400                          STATION RECOVERY (2001)
 GW2400
 GW2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2400
 GW2400                          STATION RECOVERY (2006)
 GW2400
 GW2400'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2401 ***********************************************************************
 GW2401  DESIGNATION -  FAA W81 B
 GW2401  PID         -  GW2401
 GW2401  STATE/COUNTY-  VA/NOTTOWAY
 GW2401  USGS QUAD   -  CREWE EAST (1984)
 GW2401
 GW2401                         *CURRENT SURVEY CONTROL
 GW2401  ___________________________________________________________________
 GW2401* NAD 83(1993)-  37 11 04.28942(N)    078 06 08.44707(W)     ADJUSTED  
 GW2401* NAVD 88     -       126.9    (meters)     416.     (feet)  VERTCON   
 GW2401  ___________________________________________________________________
 GW2401  X           -   1,048,904.945 (meters)                     COMP
 GW2401  Y           -  -4,978,421.105 (meters)                     COMP
 GW2401  Z           -   3,833,785.618 (meters)                     COMP
 GW2401  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 GW2401  ELLIP HEIGHT-          95.16  (meters)          (09/08/95) GPS OBS
 GW2401  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 GW2401
 GW2401  HORZ ORDER  -  THIRD
 GW2401  ELLP ORDER  -  FOURTH    CLASS II
 GW2401
 GW2401.This mark is at Crewe Airport (W81)
 GW2401
 GW2401.The horizontal coordinates were established by GPS observations
 GW2401.and adjusted by the National Geodetic Survey in September 1995..
 GW2401
 GW2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2401
 GW2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2401
 GW2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2401
 GW2401.The ellipsoidal height was determined by GPS observations
 GW2401.and is referenced to NAD 83.
 GW2401
 GW2401.The geoid height was determined by GEOID03.
 GW2401
 GW2401;                    North         East     Units Scale Factor Converg.
 GW2401;SPC VA S     - 1,094,534.746 3,535,308.240   MT  0.99995047   +0 14 28.8
 GW2401;SPC VA S     - 3,590,986.08 11,598,757.12   sFT  0.99995047   +0 14 28.8
 GW2401;UTM  17      - 4,119,275.736   757,227.268   MT  1.00041515   +1 45 08.1
 GW2401
 GW2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2401!SPC VA S     -   0.99998507  x   0.99995047  =   0.99993554
 GW2401!UTM  17      -   0.99998507  x   1.00041515  =   1.00040021
 GW2401
 GW2401:                Primary Azimuth Mark                     Grid Az
 GW2401:SPC VA S     -  FAA W81 A                                140 28 09.6
 GW2401:UTM  17      -  FAA W81 A                                138 57 30.3
 GW2401
 GW2401|---------------------------------------------------------------------|
 GW2401| PID    Reference Object                     Distance      Geod. Az  |
 GW2401|                                                           dddmmss.s |
 GW2401| GW2400 FAA W81 A                           APPROX. 0.6 KM 1404238.4 |
 GW2401|---------------------------------------------------------------------|
 GW2401
 GW2401                          SUPERSEDED SURVEY CONTROL
 GW2401
 GW2401  NAD 83(1986)-  37 11 04.29470(N)    078 06 08.46440(W) AD(       ) 3
 GW2401  NGVD 29 (05/03/91)  127.2    (m)          417.     (f) GPS OBS        
 GW2401
 GW2401.Superseded values are not recommended for survey control.
 GW2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2401.See file dsdata.txt to determine how the superseded data were derived.
 GW2401
 GW2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB5722719276(NAD 83)
 GW2401_MARKER: DH = HORIZONTAL CONTROL DISK
 GW2401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GW2401_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GW2401_STAMPING: FAA W81 B 1990
 GW2401_MARK LOGO: NGS   
 GW2401_PROJECTION: FLUSH
 GW2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2401+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 GW2401_ROD/PIPE-DEPTH: 7.30 meters
 GW2401_SLEEVE-DEPTH  : 0.9 meters
 GW2401
 GW2401  HISTORY     - Date     Condition        Report By
 GW2401  HISTORY     - 1990     MONUMENTED       NGS
 GW2401  HISTORY     - 19960221 GOOD             USPSQD
 GW2401  HISTORY     - 20001207 GOOD             USPSQD
 GW2401  HISTORY     - 20010331 GOOD             NGS
 GW2401  HISTORY     - 20060112 GOOD             USPSQD
 GW2401
 GW2401                          STATION DESCRIPTION
 GW2401
 GW2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GW2401'THE STATION IS LOCATED ABOUT 2.57 KM (1.60 MI) NORTHEAST OF CREWE,
 GW2401'32.19 KM (20.00 MI) SOUTHEAST OF FARMVILLE, AT THE CREWE MUNICIPAL
 GW2401'AIRPORT AND ON THE SOUTHEAST SIDE OF THE EAST CORNER POST OF A WIRE
 GW2401'FENCE.  OWNERSHIP--CITY OF CREWE, 125 CAROLINA AVENUE, CREWE, VA
 GW2401'23930, PHONE 804-645-9453, AIRPORT MANAGER IS ROBERT MANN, PHONE
 GW2401'804-645-9393 IF NO ANSWER CALL THE TOWN MANAGER, MR. MORRIN, PHONE
 GW2401'804-645-9453 (WORK), OR 804-645-9188 (HOME).
 GW2401'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 460 AND TYLER
 GW2401'STREET (AT A MOBILE SERVICE STATION IN THE NORTH ANGLE OF THE
 GW2401'JUNCTION AND JUST SOUTHEAST OF A 7-11 STORE ON HIGHWAY 460), GO
 GW2401'NORTHEAST ON TYLER STREET FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 GW2401'COUNTY ROAD 618 (INDIAN OAK AVENUE) ON THE RIGHT, TURN RIGHT, EAST,
 GW2401'ON COUNTY ROAD 618 FOR 1.77 KM (1.10 MI) TO THE JUNCTION OF A GRAVEL
 GW2401'DRIVE ON THE RIGHT (WITH AIRPORT SIGN ON THE NORTH SIDE OF COUNTY
 GW2401'ROAD 618), TURN RIGHT, SOUTHEAST, ON THE GRAVEL DRIVE FOR 0.16 KM
 GW2401'(0.10 MI) TO A FORK, BEAR LEFT, EASTERLY, ON THE GRAVEL DRIVE TO A
 GW2401'LOCKED GATE, PASS THRU THE GATE AND CONTINUE AHEAD PASSING THE REAR
 GW2401'OF THE HANGAR BUILDINGS TO THE JUNCTION OF THE TAXIWAY, TURN LEFT,
 GW2401'NORTHERLY, ON THE TAXIWAY TO THE AIRPORT OFFICE STRAIHT AHEAD, TURN
 GW2401'RIGHT, NORTHEAST, ON THE TAXIWAY TO THE JUNCTION OF THE END OF RUNWAY
 GW2401'15, AND THE STATION ON THE LEFT ON THE SOUTHEAST SIDE OF THE EAST
 GW2401'CORNER POST OF A WIRE PROPERTY LINE FENCE.
 GW2401'THE STATION IS LOCATED 30.5 M (100.1 FT) NORTHWEST OF THE CENTER OF
 GW2401'THE TAXIWAY, 29.9 M (98.1 FT) NORTHEAST OF THE NORTH CORNER OF THE
 GW2401'AIRPORT OFFICE, 16.0 M (52.5 FT) WEST-NORTHWEST OF THE SOUTHWEST ONE
 GW2401'OF A ROW OF THRESHOLD LIGHTS OF RUNWAY 15, 0.6 M (2.0 FT) SOUTHEAST
 GW2401'OF THE EAST CORNER POST OF A WIRE PROPERTY LINE FENCE AND A
 GW2401'FIBERGLASS WITNESS POST.
 GW2401
 GW2401                          STATION RECOVERY (1996)
 GW2401
 GW2401'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW2401'RECOVERED IN GOOD CONDITION.
 GW2401
 GW2401                          STATION RECOVERY (2000)
 GW2401
 GW2401'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW2401'RECOVERED IN GOOD CONDITION.
 GW2401
 GW2401                          STATION RECOVERY (2001)
 GW2401
 GW2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW2401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GW2401
 GW2401                          STATION RECOVERY (2006)
 GW2401
 GW2401'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5026 ***********************************************************************
 GV5026  DESIGNATION -  FACTORY SMOKESTACK STACK
 GV5026  PID         -  GV5026
 GV5026  STATE/COUNTY-  VA/KING AND QUEEN
 GV5026  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5026
 GV5026                         *CURRENT SURVEY CONTROL
 GV5026  ___________________________________________________________________
 GV5026* NAD 83(1993)-  37 41 42.85664(N)    076 55 20.50002(W)     ADJUSTED  
 GV5026* NAVD 88     -                                                        
 GV5026  ___________________________________________________________________
 GV5026  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 GV5026  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 GV5026
 GV5026  HORZ ORDER  -  THIRD
 GV5026
 GV5026.The horizontal coordinates were established by classical geodetic methods
 GV5026.and adjusted by the National Geodetic Survey in November 1994..
 GV5026
 GV5026
 GV5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5026
 GV5026.The geoid height was determined by GEOID03.
 GV5026
 GV5026;                    North         East     Units Scale Factor Converg.
 GV5026;SPC VA S     - 1,152,302.032 3,639,127.585   MT  0.99996172   +0 57 27.0
 GV5026;SPC VA S     - 3,780,510.92 11,939,371.09   sFT  0.99996172   +0 57 27.0
 GV5026;UTM  18      - 4,173,740.790   330,517.655   MT  0.99995381   -1 10 32.6
 GV5026
 GV5026                          SUPERSEDED SURVEY CONTROL
 GV5026
 GV5026  NAD 83(1986)-  37 41 42.85856(N)    076 55 20.51610(W) AD(       ) 4
 GV5026  NAD 27      -  37 41 42.34000(N)    076 55 21.62400(W) AD(       ) 3
 GV5026
 GV5026.Superseded values are not recommended for survey control.
 GV5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5026.See file dsdata.txt to determine how the superseded data were derived.
 GV5026
 GV5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3051873741(NAD 83)
 GV5026_MARKER: 63 = STACK
 GV5026
 GV5026  HISTORY     - Date     Condition        Report By
 GV5026  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5026  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 GV5026
 GV5026                          STATION DESCRIPTION
 GV5026
 GV5026'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4159 ***********************************************************************
 GV4159  DESIGNATION -  FACTORY VFC 1934
 GV4159  PID         -  GV4159
 GV4159  STATE/COUNTY-  VA/YORK
 GV4159  USGS QUAD   -  POQUOSON WEST (1983)
 GV4159
 GV4159                         *CURRENT SURVEY CONTROL
 GV4159  ___________________________________________________________________
 GV4159* NAD 83(1993)-  37 10 46.33091(N)    076 24 20.97990(W)     ADJUSTED  
 GV4159* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4159  ___________________________________________________________________
 GV4159  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 GV4159  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 GV4159
 GV4159  HORZ ORDER  -  THIRD
 GV4159
 GV4159.The horizontal coordinates were established by classical geodetic methods
 GV4159.and adjusted by the National Geodetic Survey in September 1995..
 GV4159
 GV4159.The orthometric height was scaled from a topographic map.
 GV4159
 GV4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4159
 GV4159.The geoid height was determined by GEOID03.
 GV4159
 GV4159;                    North         East     Units Scale Factor Converg.
 GV4159;SPC VA S     - 1,095,969.266 3,685,942.177   MT  0.99995075   +1 16 15.6
 GV4159;SPC VA S     - 3,595,692.50 12,092,961.96   sFT  0.99995075   +1 16 15.6
 GV4159;UTM  18      - 4,115,714.531   375,206.277   MT  0.99979184   -0 50 58.8
 GV4159
 GV4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4159!SPC VA S     -   1.00000558  x   0.99995075  =   0.99995633
 GV4159!UTM  18      -   1.00000558  x   0.99979184  =   0.99979742
 GV4159
 GV4159|---------------------------------------------------------------------|
 GV4159| PID    Reference Object                     Distance      Geod. Az  |
 GV4159|                                                           dddmmss.s |
 GV4159| GV4150 CABIN VFC 1934                      338.938 METERS 12341     |
 GV4159| GV4192 SHIP POINT VFC 1934                 APPROX. 0.6 KM 2034047.8 |
 GV4159| GV4153 CHEESEMAN 5 VFC 1934                472.679 METERS 2380902.8 |
 GV4159|---------------------------------------------------------------------|
 GV4159
 GV4159                          SUPERSEDED SURVEY CONTROL
 GV4159
 GV4159  NAD 83(1986)-  37 10 46.33881(N)    076 24 21.01691(W) AD(       ) 3
 GV4159  NAD 27      -  37 10 45.81400(N)    076 24 22.20500(W) AD(       ) 3
 GV4159
 GV4159.Superseded values are not recommended for survey control.
 GV4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4159.See file dsdata.txt to determine how the superseded data were derived.
 GV4159
 GV4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7520615715(NAD 83)
 GV4159_MARKER: U = CONCRETE POST
 GV4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV4159+STABILITY: SURFACE MOTION
 GV4159
 GV4159  HISTORY     - Date     Condition        Report By
 GV4159  HISTORY     - 1934     MONUMENTED       VACF
 GV4159  HISTORY     - 1943     GOOD             CGS
 GV4159  HISTORY     - 1976     GOOD             LOCENG
 GV4159  HISTORY     - 1980     GOOD             LOCENG
 GV4159
 GV4159                          STATION DESCRIPTION
 GV4159
 GV4159'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1934
 GV4159'ON CHEESEMAN CREEK, NEAR THE SOUTHWEST CORNER OF THE OLD FISH
 GV4159'FACTORY, 3 FEET 2 INCHES FROM ANGLE IRON CORNER STUDDING AND
 GV4159'CENTER OF LARGE CONCRETE CORNER UNDERPINNING MARKED BY A 10-INCH
 GV4159'CONCRETE BLOCK.
 GV4159
 GV4159                          STATION RECOVERY (1943)
 GV4159
 GV4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV4159'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 GV4159'FOLLOWING--
 GV4159'
 GV4159'THE FISH FACTORY HAS BURNED DOWN BUT THE CONCRETE FOUNDATION
 GV4159'PILLARS STILL REMAIN.  THE SW CORNER PILLAR IS READILY FOUND.
 GV4159'THE STATION IS COVERED BY 6-INCHES OF SAND.  STATION IS IN GOOD
 GV4159'CONDITION.
 GV4159
 GV4159                          STATION RECOVERY (1976)
 GV4159
 GV4159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (GWS)
 GV4159'FACTORY RECOVERED IN GOOD CONDITION.
 GV4159'
 GV4159'MOST OF CONC. PILLARS HAVE BEEN UP ROOTED.  S. W. PILLAR STILL IN
 GV4159'PLACE.  MON. BURIED APROX 1 POST.  1-1/4 INCH PIPE DRIVEN BESIDE
 GV4159'MON. FOR WITNESS POST.
 GV4159'
 GV4159'DISTANCE AND DIRECTION FROM NEAREST TOWN--CHEESEMANS CREEK.
 GV4159
 GV4159                          STATION RECOVERY (1980)
 GV4159
 GV4159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GWS)
 GV4159'HOLE IN CONC MON RECOVERED IN GOOD CONDITION-ABOUT 8 INCHES
 GV4159'UNDERGROUND.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2264 ***********************************************************************
 GW2264  DESIGNATION -  FAINTER
 GW2264  PID         -  GW2264
 GW2264  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2264  USGS QUAD   -  ARNOLD VALLEY (1979)
 GW2264
 GW2264                         *CURRENT SURVEY CONTROL
 GW2264  ___________________________________________________________________
 GW2264* NAD 83(1993)-  37 37 26.12761(N)    079 34 20.60116(W)     ADJUSTED  
 GW2264* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 GW2264  ___________________________________________________________________
 GW2264  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 GW2264  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GW2264
 GW2264  HORZ ORDER  -  SECOND
 GW2264
 GW2264.The horizontal coordinates were established by classical geodetic methods
 GW2264.and adjusted by the National Geodetic Survey in November 1994..
 GW2264
 GW2264.The orthometric height was scaled from a topographic map.
 GW2264
 GW2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2264
 GW2264.The geoid height was determined by GEOID03.
 GW2264
 GW2264;                    North         East     Units Scale Factor Converg.
 GW2264;SPC VA S     - 1,143,762.381 3,405,336.703   MT  0.99995539   -0 39 03.1
 GW2264;SPC VA S     - 3,752,493.74 11,172,342.17   sFT  0.99995539   -0 39 03.1
 GW2264;UTM  17      - 4,165,048.237   625,981.140   MT  0.99979549   +0 52 17.9
 GW2264
 GW2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2264!SPC VA S     -   0.99994030  x   0.99995539  =   0.99989569
 GW2264!UTM  17      -   0.99994030  x   0.99979549  =   0.99973580
 GW2264
 GW2264|---------------------------------------------------------------------|
 GW2264| PID    Reference Object                     Distance      Geod. Az  |
 GW2264|                                                           dddmmss.s |
 GW2264| DC3358 FAINTER RM 1                         10.149 METERS 02851     |
 GW2264| DC3359 FAINTER RM 2                         11.398 METERS 20511     |
 GW2264| GW2268 PURGATORY LOOKOUT TOWER 1957        APPROX.12.4 KM 2362940.2 |
 GW2264|---------------------------------------------------------------------|
 GW2264
 GW2264                          SUPERSEDED SURVEY CONTROL
 GW2264
 GW2264  NAD 83(1986)-  37 37 26.12717(N)    079 34 20.61509(W) AD(       ) 2
 GW2264  NAD 27      -  37 37 25.65040(N)    079 34 21.47550(W) AD(       ) 2
 GW2264
 GW2264.Superseded values are not recommended for survey control.
 GW2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2264.See file dsdata.txt to determine how the superseded data were derived.
 GW2264
 GW2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2598165048(NAD 83)
 GW2264_MARKER: DS = TRIANGULATION STATION DISK
 GW2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2264
 GW2264  HISTORY     - Date     Condition        Report By
 GW2264  HISTORY     - 1957     MONUMENTED       CGS
 GW2264
 GW2264                          STATION DESCRIPTION
 GW2264
 GW2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2264'THE STATION IS LOCATED ABOUT 1.5 MILE WEST SOUTHWEST OF
 GW2264'NATURAL BRIDGE AND 0.7 MILE EAST OF THE HIGHBRIDGE CHURCH,
 GW2264'ON A LONG NARROW NORTH AND SOUTH RIDGE, ON THE PROPERTY OF
 GW2264'MR. JIM FAINTER.
 GW2264'
 GW2264'THE STATION MARK, STAMPED FAINTER 1957 AND SET LEVEL WITH
 GW2264'THE GROUND, IS 260 FEET SOUTH OF A FENCE CORNER, 21 FEET
 GW2264'SOUTH OF A LARGE STUMP THAT PROJECTS 1 FOOT, 4 FEET SOUTHWEST
 GW2264'OF A BLAZED FENCE POST AND 2.5 FEET WEST OF A FENCE.
 GW2264'
 GW2264'REFERENCE MARK NO. 1, STAMPED FAINTER NO 1 1957 AND SET LEVEL
 GW2264'WITH THE GROUND, IS 1.5 FEET WEST OF THE FENCE.
 GW2264'
 GW2264'REFERENCE MARK NO. 2, STAMPED FAINTER NO 2 1957 AND SET LEVEL
 GW2264'WITH THE GROUND, IS 1.5 FEET WEST OF THE FENCE.
 GW2264'
 GW2264'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 GW2264'HIGHWAY 130 IN NATURAL BRIDGE--GO SOUTH ON HIGHWAY 11 FOR
 GW2264'2.0 MILES, TURN LEFT ON COUNTY ROUTE 609 AND GO 0.45 MILES
 GW2264'TO A FARM ROAD ON LEFT.  TURN LEFT AND FOLLOW ROAD TO FARM
 GW2264'HOUSE, TURN LEFT AROUND EAST SIDE OF BARN, PASS THROUGH GATE
 GW2264'AND GO NORTH ALONG WEST SIDE OF A FENCE FOR ABOUT 0.2 MILE
 GW2264'TO STATION WEST OF FENCE.
 GW2264'
 GW2264'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1572 ***********************************************************************
 GV1572  DESIGNATION -  FAIR
 GV1572  PID         -  GV1572
 GV1572  STATE/COUNTY-  VA/HENRICO
 GV1572  USGS QUAD   -  SEVEN PINES (1994)
 GV1572
 GV1572                         *CURRENT SURVEY CONTROL
 GV1572  ___________________________________________________________________
 GV1572* NAD 83(1993)-  37 31 51.78516(N)    077 18 45.69412(W)     ADJUSTED  
 GV1572* NAVD 88     -        49.715  (meters)     163.11   (feet)  ADJUSTED  
 GV1572  ___________________________________________________________________
 GV1572  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 GV1572  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1572  DYNAMIC HT  -          49.681 (meters)     163.00  (feet)  COMP
 GV1572  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV1572
 GV1572  HORZ ORDER  -  SECOND
 GV1572  VERT ORDER  -  SECOND    CLASS 0
 GV1572
 GV1572.The horizontal coordinates were established by classical geodetic methods
 GV1572.and adjusted by the National Geodetic Survey in November 1994..
 GV1572
 GV1572.The orthometric height was determined by differential leveling
 GV1572.and adjusted by the National Geodetic Survey in June 1991..
 GV1572
 GV1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1572
 GV1572.The geoid height was determined by GEOID03.
 GV1572
 GV1572.The dynamic height is computed by dividing the NAVD 88
 GV1572.geopotential number by the normal gravity value computed on the
 GV1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1572.degrees latitude (g = 980.6199 gals.).
 GV1572
 GV1572.The modeled gravity was interpolated from observed gravity values.
 GV1572
 GV1572;                    North         East     Units Scale Factor Converg.
 GV1572;SPC VA S     - 1,133,577.274 3,604,936.605   MT  0.99994946   +0 43 14.2
 GV1572;SPC VA S     - 3,719,078.11 11,827,196.18   sFT  0.99994946   +0 43 14.2
 GV1572;UTM  18      - 4,156,299.470   295,651.150   MT  1.00011439   -1 24 33.7
 GV1572
 GV1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1572!SPC VA S     -   0.99999741  x   0.99994946  =   0.99994687
 GV1572!UTM  18      -   0.99999741  x   1.00011439  =   1.00011180
 GV1572
 GV1572|---------------------------------------------------------------------|
 GV1572| PID    Reference Object                     Distance      Geod. Az  |
 GV1572|                                                           dddmmss.s |
 GV1572| GV3538 FAIR RM 3                            35.762 METERS 12631     |
 GV1572| GV5235 SANDSTON MUNICIPAL TANK             APPROX. 1.0 KM 1860859.2 |
 GV1572| GV1574 FAIR RM 1                            37.262 METERS 21934     |
 GV1572| DC5328 FAIR AZ MK                                         2522635.0 |
 GV1572| GV1573 FAIR RM 2                            25.824 METERS 31425     |
 GV1572|---------------------------------------------------------------------|
 GV1572
 GV1572                          SUPERSEDED SURVEY CONTROL
 GV1572
 GV1572  NAD 83(1986)-  37 31 51.79146(N)    077 18 45.71011(W) AD(       ) 2
 GV1572  NAD 27      -  37 31 51.26620(N)    077 18 46.78920(W) AD(       ) 2
 GV1572  NGVD 29 (??/??/??)   50.042  (m)          164.18   (f) ADJUSTED    2 0
 GV1572
 GV1572.Superseded values are not recommended for survey control.
 GV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1572.See file dsdata.txt to determine how the superseded data were derived.
 GV1572
 GV1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9565156299(NAD 83)
 GV1572_MARKER: DS = TRIANGULATION STATION DISK
 GV1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1572_SP_SET: CONCRETE POST
 GV1572_STAMPING: FAIR 1958
 GV1572_MARK LOGO: CGS   
 GV1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1572+STABILITY: SURFACE MOTION
 GV1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1572+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 GV1572
 GV1572  HISTORY     - Date     Condition        Report By
 GV1572  HISTORY     - 1958     MONUMENTED       CGS
 GV1572  HISTORY     - 1958     GOOD             CGS
 GV1572  HISTORY     - 1964     GOOD             VADH
 GV1572  HISTORY     - 1966     GOOD             CGS
 GV1572  HISTORY     - 1972     GOOD             NGS
 GV1572  HISTORY     - 1975     GOOD             NGS
 GV1572  HISTORY     - 1976     GOOD             NGS
 GV1572  HISTORY     - 1976     GOOD             NGS
 GV1572  HISTORY     - 1979     GOOD             NGS
 GV1572  HISTORY     - 1989     GOOD             USPSQD
 GV1572  HISTORY     - 19900227 GOOD             NOS
 GV1572  HISTORY     - 19961102 GOOD             USPSQD
 GV1572  HISTORY     - 20001208 GOOD             USPSQD
 GV1572  HISTORY     - 20040128 GOOD             VADOT
 GV1572  HISTORY     - 20050208 GOOD             USPSQD
 GV1572
 GV1572                          STATION DESCRIPTION
 GV1572
 GV1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1572'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH OF SANDSTON IN
 GV1572'THE SMALL SETTLEMENT OF FAIR OAKS ON PROPERTY OWNED BY MRS AZILE
 GV1572'M. BURNETT.  IT IS 122 FEET NORTH OF THE NORTHEAST CORNER OF
 GV1572'BURNETT GORCERY STORE, 22 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 GV1572'OAK TREE AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 GV1572'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FAIR 1958.
 GV1572'
 GV1572'REFERENCE MARK NO. 1 IS AT THE NORTHEAST CORNER OF BURNETTS
 GV1572'GORCERY STORE AND IS ABOUT THE SAME ELEVATION AS THE STATION
 GV1572'MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 GV1572'STAMPED FAIR NO 1 1958.
 GV1572'
 GV1572'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 GV1572'MARK AND THE DISK IS STAMPED FAIR NO 2 1958.
 GV1572'
 GV1572'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE BASE OF A LADDER THAT
 GV1572'IS ON THE NORTH WALL OF THE OFFICE AND STORE ROOM OF THE R.B.
 GV1572'HOUSTON LUMBER AND WOOD COMPANY.  (THE LADDER IS AT THE WEST
 GV1572'END OF LOADING PLATFORM.) THE DISK IS STAMPED FAIR 1958.
 GV1572'
 GV1572'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANDSTON, GO
 GV1572'EASTERLY ON U.S. HIGHWAY 60 FOR 0.75 MILE TO THE INTERSECTION
 GV1572'OF STATE HIGHWAY 33 AND 156 ON THE LEFT.  TURN LEFT AND GO
 GV1572'NORTHWESTERLY ON STATE HIGHWAY 33 AND 156 FOR 0.9 MILE TO
 GV1572'CROSSROADS AT RAILROAD CROSSING AND THE SMALL SETTLEMENT OF
 GV1572'FAIR OAKS.  CONTINUE STRAIGHT AHEAD CROSSING RAILROAD TRACK FOR
 GV1572'0.05 MILE TO BURNETT GROCERY STORE ON THE RIGHT AND STATION.
 GV1572'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING AND
 GV1572'CROSSROADS MENTIONED ABOVE, GO SOUTHWEST ON TRACK ROAD FOR
 GV1572'0.15 MILE TO R.B. HOUSTON LUMBER AND WOOD COMPANY AND
 GV1572'AZIMUTH MARK IN BASE OF LADDER.
 GV1572'
 GV1572'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GV1572
 GV1572                          STATION RECOVERY (1958)
 GV1572
 GV1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1572'1.7 MI N FROM SANDSTON.
 GV1572'1.7 MILES NORTH, 0.75 MILE EAST ON U.S. HIGHWAY 60 FROM THE
 GV1572'POST OFFICE AT SANDSTON, THENCE 0.95 MILE N.W. ON STATE HIGHWAY
 GV1572'33 TO BURNETTS GROCERY STORE IN FAIR OAKS.  THE MARK IS
 GV1572'122 FEET NORTH OF THE NORTHEAST CORNER OF THE GROCERY STORE,
 GV1572'22 FEET SOUTHEAST OF A TRIANGULAR BLAZED OAK TREE AND 4 FEET
 GV1572'SOUTHWEST OF A METAL WITNESS POST.  SET IN A TEN INCH SQUARE
 GV1572'CONCRETE POST PROJECTING 6 INCHES.
 GV1572
 GV1572                          STATION RECOVERY (1964)
 GV1572
 GV1572'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1964 (NVM)
 GV1572'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (1966)
 GV1572
 GV1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1572'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1572'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV1572'EXCEPT THE GROCERY STORE IS NOW KAYS GROCERY AND THE AZIMUTH MARK
 GV1572'IS NOW ON PROPERTY OF THE JAMES RIVER BUILDING SUPPLY.
 GV1572'
 GV1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 GV1572'NORTH OF SANDSTON
 GV1572
 GV1572                          STATION RECOVERY (1972)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 GV1572'STATION AND BOTH R. M.S WERE RECOVERED AS DESCRIBED IN GOOD
 GV1572'CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED BY A NEW SIDEWALK AT THE
 GV1572'BUILDING.
 GV1572'
 GV1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 N OF SANDSTON.
 GV1572
 GV1572                          STATION RECOVERY (1975)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EP)
 GV1572'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GV1572'THE AZIMUTH HAS BEEN DESTROYED, SINCE NO SIGN OF
 GV1572'THE LADDER COULD BE FOUND ON THE BUILDING MENTIONED.  RM NO. 2 WAS
 GV1572'FOUND LYING ON ITS SIDE IN AN OPEN FIELD.  RM NO. 1 COULD NOT BE
 GV1572'FOUND IS BELIEVED TO BE BURIED UNDER ASPHALT PAVING ON THE NORTH
 GV1572'SIDE OF THE BUILDING.
 GV1572'
 GV1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIR OAKS.
 GV1572
 GV1572                          STATION RECOVERY (1976)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GV1572'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED AND
 GV1572'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LYING
 GV1572'ON TOP OF THE GROUND AND THE DISK WAS RECLAIMED AT THIS TIME.
 GV1572'THE AZIMUTH MARK WAS NOT RECOVERED.  A CONCRETE SIDEWALK HAS
 GV1572'BEEN CONSTRUCTED ALONG SIDE OF BUILDING WHICH APPARENTLY
 GV1572'COVERED OR DESTROYED MARK.  THERE ARE NO OTHER STATIONS OR
 GV1572'OBJECTS VISIBLE FROM THE GROUND.  A DIFFERENCE OF .05 FOOT
 GV1572'LONGER WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 1.  REFERENCE
 GV1572'MARK NO. 3 WAS ESTABLISHED.  THE ORIGINAL STATION DESCRIPTION
 GV1572'IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING CHANGES AND
 GV1572'ADDITIONS.
 GV1572'
 GV1572'A HOUSING PROJECT IS UNDER CONSTRUCTION TO THE EAST OF STATION AND
 GV1572'THE BURNETT GROCERY STORE IS NOW THE IN AND OUT FOOD STORE.  STATION
 GV1572'IS 19.5 FEET NORTHWEST OF LONE OAK TREE, 11 FEET SOUTHWEST OF THE
 GV1572'PROPERTY LINE AND 0.8 FOOT SOUTH OF STEEL WITNESS POST.
 GV1572'
 GV1572'REFERENCE MARK NO. 3 IS 58 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 GV1572'A SHEET METAL BUILDING, 36 FEET NORTHEAST OF THE APPROXIMATE
 GV1572'CENTERLINE OF STATE HIGHWAY 156 AND 34 FEET SOUTHWEST OF FIRE
 GV1572'HYDRANT.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GV1572'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 1
 GV1572'INCH AND THE DISK IS STAMPED FAIR 1958 NO 3 1976.
 GV1572'
 GV1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST--TOWN 3/4 MILE NORTH OF
 GV1572'SANDSTON.
 GV1572
 GV1572                          STATION RECOVERY (1976)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1572'RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (1979)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1572'RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (1989)
 GV1572
 GV1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (KT)
 GV1572'RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (1990)
 GV1572
 GV1572'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 GV1572'THE STATION IS LOCATED NORTH OF BYRD INTERNATIONAL AIRPORT AND NORTH
 GV1572'OF FAIR OAKES AT THE INTERSECTION OF HIGHWAYS 33 AND 156.
 GV1572'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 64 AND
 GV1572'HIGHWAY 156 (INTERCHANGE 47) PROCEED NE ON HIGHWAY 156 FOR 7/10 MILE
 GV1572'TO THE INTERSECTION OF HIGHWAY 33.  TURN RIGHT PROCEED SE FOR 6/10
 GV1572'MILE TO A T INTERSECTION AND TO STATION AS DESCRIBED.
 GV1572'THE STATION IS LOCATED APPROXIMATELY 200 FEET SOUTH OF HIGHWAY 33 AND
 GV1572'50 FEET NORTH AND 80 FEET WEST OF A SIX FOOT CHAIN-LINKED FENCE.  THE
 GV1572'STATION PROJECTS ABOUT 1 INCHE  ABOVE GROUND AND IS STAMPED ---FAIR
 GV1572'1958---.
 GV1572
 GV1572                          STATION RECOVERY (1996)
 GV1572
 GV1572'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1572'RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (2000)
 GV1572
 GV1572'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1572'RECOVERED IN GOOD CONDITION.
 GV1572
 GV1572                          STATION RECOVERY (2004)
 GV1572
 GV1572'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2004 (JCA)
 GV1572'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 60 AND 33 IN
 GV1572'SANDSTON, GO NORTHWEST ON ROUTE 33 FOR 0.95 MILES TO HANOVER
 GV1572'ROAD-RIGHT. THEN GO 0.05 MILES NORTHEAST ALONG HANOVER ROAD TO STATION
 GV1572'ON THE LEFT. THE STATION IS 155' NORTHWEST OF THE CENTER OF HANOVER
 GV1572'ROAD AND 6'SOUTHWEST OF A 6' CHAIN LINK FENCE. THE STATION IS
 GV1572'SOUTHWEST OF HONEYSUCKLE COURT.
 GV1572
 GV1572                          STATION RECOVERY (2005)
 GV1572
 GV1572'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1572'STATION AND RM1 FOUND IN GOOD CONDITION.
 GV1572'AZ AND RM3 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0400 ***********************************************************************
 GW0400  DESIGNATION -  FAIR
 GW0400  PID         -  GW0400
 GW0400  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0400  USGS QUAD   -  FARMVILLE (1981)
 GW0400
 GW0400                         *CURRENT SURVEY CONTROL
 GW0400  ___________________________________________________________________
 GW0400* NAD 83(1993)-  37 18 52.13625(N)    078 26 20.92105(W)     ADJUSTED  
 GW0400* NAVD 88     -       143.578  (meters)     471.06   (feet)  ADJUSTED  
 GW0400  ___________________________________________________________________
 GW0400  X           -   1,017,875.769 (meters)                     COMP
 GW0400  Y           -  -4,975,961.070 (meters)                     COMP
 GW0400  Z           -   3,845,276.974 (meters)                     COMP
 GW0400  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GW0400  ELLIP HEIGHT-         112.30  (meters)          (09/08/95) GPS OBS
 GW0400  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GW0400  DYNAMIC HT  -         143.476 (meters)     470.72  (feet)  COMP
 GW0400  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 GW0400
 GW0400  HORZ ORDER  -  SECOND
 GW0400  VERT ORDER  -  SECOND    CLASS 0
 GW0400  ELLP ORDER  -  FOURTH    CLASS II
 GW0400
 GW0400.The horizontal coordinates were established by classical geodetic methods
 GW0400.and adjusted by the National Geodetic Survey in September 1995..
 GW0400
 GW0400.The orthometric height was determined by differential leveling
 GW0400.and adjusted by the National Geodetic Survey in June 1991..
 GW0400
 GW0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW0400
 GW0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0400
 GW0400.The ellipsoidal height was determined by GPS observations
 GW0400.and is referenced to NAD 83.
 GW0400
 GW0400.The geoid height was determined by GEOID03.
 GW0400
 GW0400.The dynamic height is computed by dividing the NAVD 88
 GW0400.geopotential number by the normal gravity value computed on the
 GW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0400.degrees latitude (g = 980.6199 gals.).
 GW0400
 GW0400.The modeled gravity was interpolated from observed gravity values.
 GW0400
 GW0400;                    North         East     Units Scale Factor Converg.
 GW0400;SPC VA S     - 1,108,884.347 3,505,394.146   MT  0.99994583   +0 02 13.0
 GW0400;SPC VA S     - 3,638,064.73 11,500,613.96   sFT  0.99994583   +0 02 13.0
 GW0400;UTM  17      - 4,132,835.258   726,933.216   MT  1.00023442   +1 33 10.9
 GW0400
 GW0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0400!SPC VA S     -   0.99998238  x   0.99994583  =   0.99992821
 GW0400!UTM  17      -   0.99998238  x   1.00023442  =   1.00021679
 GW0400
 GW0400:                Primary Azimuth Mark                     Grid Az
 GW0400:SPC VA S     -  FARMVILLE RAD STA WFLO MAST              074 11 49.2
 GW0400:UTM  17      -  FARMVILLE RAD STA WFLO MAST              072 40 51.3
 GW0400
 GW0400|---------------------------------------------------------------------|
 GW0400| PID    Reference Object                     Distance      Geod. Az  |
 GW0400|                                                           dddmmss.s |
 GW0400| GW2331 FARMVILLE RAD STA WFLO MAST         APPROX. 5.0 KM 0741402.2 |
 GW0400| GW2329 FARMVILLE INDUSTRIAL TANK           APPROX. 0.7 KM 0884904.2 |
 GW0400| GW0401 FAIR RM 1                            23.513 METERS 24445     |
 GW0400| DC5329 FAIR RM 2                            22.504 METERS 33947     |
 GW0400|---------------------------------------------------------------------|
 GW0400
 GW0400                          SUPERSEDED SURVEY CONTROL
 GW0400
 GW0400  NAD 83(1993)-  37 18 52.13688(N)    078 26 20.91924(W) AD(       ) 2
 GW0400  ELLIP H (11/14/94)  112.25   (m)                       GP(       ) 4 2
 GW0400  ELLIP H (01/27/92)  112.11   (m)                       GP(       ) 4 1
 GW0400  NAD 83(1986)-  37 18 52.14472(N)    078 26 20.93841(W) AD(       ) 2
 GW0400  NAD 27      -  37 18 51.59554(N)    078 26 21.95903(W) AD(       ) 2
 GW0400  NGVD 29 (??/??/92)  143.846  (m)          471.93   (f) ADJ UNCH    2 0
 GW0400
 GW0400.Superseded values are not recommended for survey control.
 GW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0400.See file dsdata.txt to determine how the superseded data were derived.
 GW0400
 GW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2693332835(NAD 83)
 GW0400_MARKER: DE = TRAVERSE STATION DISK
 GW0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0400_SP_SET: SQUARE CONCRETE MONUMENT
 GW0400_STAMPING: FAIR 1965
 GW0400_MARK LOGO: CGS   
 GW0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0400+STABILITY: SURFACE MOTION
 GW0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0400+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0400
 GW0400  HISTORY     - Date     Condition        Report By
 GW0400  HISTORY     - 1965     MONUMENTED       CGS
 GW0400  HISTORY     - 1965     GOOD             CGS
 GW0400  HISTORY     - 1973     GOOD             NGS
 GW0400  HISTORY     - 1987     GOOD             NGS
 GW0400  HISTORY     - 19901129 GOOD             NGS
 GW0400  HISTORY     - 20010220 GOOD             USPSQD
 GW0400  HISTORY     - 20060119 GOOD             USPSQD
 GW0400
 GW0400                          STATION DESCRIPTION
 GW0400
 GW0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0400'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTHWEST
 GW0400'OF FARMVILLE ON THE COUNTY FAIRGROUNDS.
 GW0400'
 GW0400'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE GO
 GW0400'WESTERLY ON U.S. HIGHWAY 460 FOR 3.2 MILES TO A SIDE ROAD
 GW0400'LEFT, VIRGINIA SECONDARY ROUTE 695 AND A TRACK ROAD LEADING
 GW0400'TO THE FAIRGROUNDS, TURN LEFT ON THE TRACK ROAD AND GO 0.1
 GW0400'MILE TO TOP OF HILL AND STATION ON THE RIGHT.
 GW0400'
 GW0400'THE STATION MARK IS 131 FEET EAST OF THE SOUTHEAST CORNER
 GW0400'OF A CONCRETE BLOCK PUMP HOUSE, 86 FEET NORTHEAST OF POWER
 GW0400'LINE POLE NO. F50AA-2 AND 39 FEET NORTHWEST OF THE TRACK ROAD
 GW0400'LEADING TO THE FAIRGROUNDS.  IT IS A STANDARD TRAVERSE DISK
 GW0400'STAMPED FAIR 1965 SET IN A FLUSH, SQUARE CONCRETE MONUMENT.
 GW0400'
 GW0400'REFERENCE MARK NO. 1 IS 93 FEET SOUTH OF THE SOUTHEAST CORNER
 GW0400'OF THE PUMP HOUSE, 60 FEET NORTH OF THE TRACK ROAD AND 12
 GW0400'FEET EAST OF POWER LINE POLE NO. F50AA-2.  IT IS A STANDARD
 GW0400'DISK STAMPED FAIR NO 1 1965 SET IN A FLUSH, SQUARE CONCRETE
 GW0400'MONUMENT.
 GW0400'
 GW0400'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 GW0400
 GW0400                          STATION RECOVERY (1965)
 GW0400
 GW0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0400'3.2 MI W FROM FARMVILLE.
 GW0400'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM POST OFFICE IN
 GW0400'FARMVILLE TO VIRGINIA SECONDARY ROUTE 695 AND A TRACK ROAD LEADING
 GW0400'TO FAIRGROUNDS TURN LEFT ON THE TRACK ROAD AND GO 0.1 MILE TO TOP
 GW0400'OF HILL AND STATION ON THE RIGHT SET IN THE TOP OF A CONCRETE POST
 GW0400'FLUSH WITH THE GROUND, 131 FEET EAST OF THE SOUTHEAST CORNER OF A
 GW0400'CONCRETE BLOCK PUMP HOUSE, 86 FEET NORTHEAST OF POWER LINE POLE
 GW0400'NO. F 50AA-2 AND 39 FEET NORTHWEST OF THE TRACK ROAD LEADING
 GW0400'TO FAIRGROUNDS.
 GW0400
 GW0400                          STATION RECOVERY (1973)
 GW0400
 GW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 GW0400'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 GW0400'CONDITION.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT A
 GW0400'DIFFERENCE OF 0.04 FOOT OR 0.012 METERS IN DISTANCE WAS NOTED.  A
 GW0400'REFERENCE MARK 2 WAS ESTABLISHED THIS DATE.  A NEW DESCRIPTION
 GW0400'FOLLOWS--
 GW0400'
 GW0400'THE STATION IS LOCATED ABOUT 2.8 MILES NORTHWEST OF FARMVILLE ON THE
 GW0400'COUNTY FAIRGROUNDS.
 GW0400'
 GW0400'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE GO WEST ON
 GW0400'U.S. HIGHWAY 460 (THIRD STREET) FOR 1.0 MILE TO A BRIDGE OVER THE
 GW0400'BUFFALO RIVER, CONTINUE WEST ON THE HIGHWAY FOR 2.2 MILES TO A
 GW0400'DIAGONAL CROSSROAD, (COUNTY ROUTE 695) TURN LEFT AND GO SOUTHWEST
 GW0400'ON THE COUNTY ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT INSIDE
 GW0400'THE FENCED FAIRGROUNDS.
 GW0400'
 GW0400'THE STATION MARKS ARE STANDARD TRAVERSE DISKS, STAMPED FAIR 1965.
 GW0400'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GW0400'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 184 FEET SOUTHEAST
 GW0400'OF THE CENTER OF THE COUNTY ROAD, 131 FEET EAST-SOUTHEAST OF THE
 GW0400'SOUTHEAST OF A CONCRETE BLOCK PUMP HOUSE, 86 FEET EAST OF POWER
 GW0400'LINE POLE NUMBERED F50AA-2 AND 52 FEET SOUTH-SOUTHWEST OF A FENCE.
 GW0400'THE THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 GW0400'
 GW0400'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIR NO 1 1965, SET IN
 GW0400'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GW0400'GROUND.  IT IS 114 FEET SOUTH-SOUTHWEST OF THE FENCE, 93 FEET
 GW0400'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE, 12 FEET
 GW0400'SOUTHEAST OF POWER LINE POLE NUMBERED F50AA-2 AND ABOUT THE SAME
 GW0400'ELEVATION AS THE STATION MARK.
 GW0400'
 GW0400'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIR NO 2 1965 1973, SET
 GW0400'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GW0400'THE GROUND.  IT IS 121 FEET SOUTHEAST OF THE CENTER OF THE COUNTY
 GW0400'ROAD 102 FEET EAST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE, 2.7
 GW0400'FEET SOUTH-SOUTHEAST OF POWER LINE POLE NUMBERED F157-4-1, 2.4
 GW0400'FEET SOUTH- SOUTHWEST OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE
 GW0400'STATION MARK.
 GW0400'
 GW0400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES NORTHWEST
 GW0400'OF FARMVILLE.
 GW0400'
 GW0400'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 GW0400
 GW0400                          STATION RECOVERY (1987)
 GW0400
 GW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GW0400'THE STATION WAS RECOVERED AT THIS DATE,
 GW0400'IN GOOD CONDITION.  NO OTHER MARKS WERE SEARCHED FOR.
 GW0400'
 GW0400'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GW0400'WEST OF FARMVILLE AND AT THE FARMVILLE FAIRGROUNDS.
 GW0400'OWNERSHIP--FNB OF FARMVILLE, MR JOHN VARNER, PO BOX
 GW0400'467, FARMVILLE VA 23901, PH 804-392-3126.
 GW0400'
 GW0400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15 AND 460,
 GW0400'ABOUT 6.0 KM (3.7 MI) WEST OF FARMVILLE.  GO NORTH ON HIGHWAY 15
 GW0400'FOR 0.4 MI (0.25 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 460
 GW0400'BUSINESS.  TURN RIGHT AND GO EAST ON HIGHWAY 460 FOR 1.9 KM (1.2
 GW0400'MI) TO A SLANTED CROSSROAD, JUST PAST HIGH GROUND AT THE MULLINS
 GW0400'CHEVROLET-BUICK DEALERSHIP.  TURN SHARP RIGHT AND GO SOUTHWEST ON
 GW0400'STATE ROAD 695 FOR 0.3 KM (0.2 MI) TO A DIRT ROAD LEFT, TURN LEFT
 GW0400'FOR 15.2 METERS (50.0 FT) TO THE FAIRGROUND ENTRANCE ON THE LEFT.
 GW0400'TURN LEFT PASSING THROUGH THE GATE, LEAVING LANE AND GO NORTHEAST
 GW0400'ON GRASS FOR 0.2 KM (0.1 MI) TO HIGH GROUND AT THE CINDERBLOCK VFW
 GW0400'BUILDING AND THE STATION ON THE EAST SIDE.
 GW0400'
 GW0400'THE STATION IS A STANDARD CGS DISK
 GW0400'STAMPED---FAIR 1965---,
 GW0400'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 GW0400'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 GW0400'19.8 METERS (65.0 FT) EAST FROM THE NORTH CORNER OF THE BUILDING,
 GW0400'16.6 METERS (54.5 FT) NORTHEAST FROM THE EAST CORNER OF THE
 GW0400'BUILDING,
 GW0400'23.3 METERS (76.4 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE NUMBER
 GW0400'F157-4-1, AND
 GW0400'16.2 METERS (53.1 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST IN
 GW0400'THE PERIMETER FENCE.
 GW0400'THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 GW0400'
 GW0400'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GW0400'1987.
 GW0400'
 GW0400'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GW0400'
 GW0400'DESCRIBED BY G.R. HEID.
 GW0400
 GW0400                          STATION RECOVERY (1990)
 GW0400
 GW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GW0400'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHWEST OF FARMVILLE,
 GW0400'ON THE NORTHEAST SIDE OF THE CUMBERLAND COUNTY FAIR GROUNDS AND
 GW0400'NORTHEAST OF THE VETERANS OF FOREIGN WARS BUILDING IN AN OPEN GRASSY
 GW0400'AREA.  OWNERSHIP--THE FIVE COUNTY FAIR ASSOCIATION, 102 GEORGIA
 GW0400'STREET, FARMVILLE, VA 23901, PHONE 804-392-9678.  FAIRGROUND MANAGER
 GW0400'IS AUBURN ESTES, PHONE (WORK) 804-392-4413 OR (HOME) 804-392-9678, IF
 GW0400'NO ANSWER CONTACT THE CITY POLICE, PHONE 804-392-3332.  NOTE--MAKE
 GW0400'CONTACT WITH MR ESTES OR CITY POLICE ONE DAY IN ADVANCE FOR KEY TO
 GW0400'LOCKED GATE OF THE FAIRGROUNDS.
 GW0400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 BUSINESS
 GW0400'ROUTE AND U.S. HIGHWAY BUSINESS ROUTE 460 (THIRD STREET), IN THE
 GW0400'CENTER OF FARMVILLE, GO NORTHWEST ON U.S. HIGHWAY BUSINESS ROUTE 460
 GW0400'FOR 4.7 KM (2.9 MI) TO THE JUNCTION OF COUNTY ROAD 695 ON THE RIGHT
 GW0400'(JUST PAST A CHEVROLET DEALER), TURN LEFT, SOUTHWEST, ON COUNTY ROAD
 GW0400'695 FOR 0.32 KM (0.20 MI) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT,
 GW0400'SOUTHEAST, ON THE GRAVEL ROAD FOR ABOUT 15.24 M (50.00 FT) TO A
 GW0400'LOCKED GATE ON THE LEFT, TURN LEFT, NORTHEAST, THRU THE GATE AND
 GW0400'CONTINUE STRAIGHT AHEAD AND UPHILL TO THE NORTHEAST END OF THE
 GW0400'FAIRGROUNDS AND THE STATION ON THE RIGHT NORTHEAST OF THE NORTHEAST
 GW0400'SIDE OF THE VFW BUILDING.
 GW0400'THE STATION IS LOCATED 23.3 M (76.4 FT) SOUTH-SOUTHEAST OF POWER POLE
 GW0400'F 157-4-1, 19.8 M (65.0 FT) EAST OF THE NORTH CORNER OF THE VFW
 GW0400'BUILDING, 16.6 M (54.5 FT) NORTHEAST OF THE EAST CORNER OF THE VFW
 GW0400'BUILDING, AND 16.1 M (52.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST
 GW0400'IN THE FAIRGROUND PERIMETER FENCE.
 GW0400
 GW0400                          STATION RECOVERY (2001)
 GW0400
 GW0400'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0400'RECOVERED IN GOOD CONDITION.
 GW0400
 GW0400                          STATION RECOVERY (2006)
 GW0400
 GW0400'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0400'STATION AND  RM1 AND 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3423 ***********************************************************************
 GX3423  DESIGNATION -  FAIR
 GX3423  PID         -  GX3423
 GX3423  STATE/COUNTY-  VA/TAZEWELL
 GX3423  USGS QUAD   -  TAZEWELL NORTH (1976)
 GX3423
 GX3423                         *CURRENT SURVEY CONTROL
 GX3423  ___________________________________________________________________
 GX3423* NAD 83(1993)-  37 07 34.13307(N)    081 32 31.30895(W)     ADJUSTED  
 GX3423* NAVD 88     -       805.8    (meters)    2644.     (feet)  VERTCON   
 GX3423  ___________________________________________________________________
 GX3423  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 GX3423  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GX3423
 GX3423  HORZ ORDER  -  SECOND
 GX3423
 GX3423.The horizontal coordinates were established by classical geodetic methods
 GX3423.and adjusted by the National Geodetic Survey in December 1995..
 GX3423
 GX3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3423
 GX3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3423
 GX3423.The geoid height was determined by GEOID03.
 GX3423
 GX3423;                    North         East     Units Scale Factor Converg.
 GX3423;SPC VA S     - 1,092,336.921 3,229,730.934   MT  0.99995422   -1 50 46.6
 GX3423;SPC VA S     - 3,583,775.38 10,596,208.91   sFT  0.99995422   -1 50 46.6
 GX3423;UTM  17      - 4,109,003.999   451,851.871   MT  0.99962856   -0 19 37.8
 GX3423
 GX3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3423!SPC VA S     -   0.99987836  x   0.99995422  =   0.99983259
 GX3423!UTM  17      -   0.99987836  x   0.99962856  =   0.99950697
 GX3423
 GX3423|---------------------------------------------------------------------|
 GX3423| PID    Reference Object                     Distance      Geod. Az  |
 GX3423|                                                           dddmmss.s |
 GX3423| DC3361 FAIR RM 1                             8.509 METERS 08748     |
 GX3423| DC3360 FAIR AZ MK                                         1515827.2 |
 GX3423| DC3362 FAIR RM 2                            15.636 METERS 34830     |
 GX3423|---------------------------------------------------------------------|
 GX3423
 GX3423                          SUPERSEDED SURVEY CONTROL
 GX3423
 GX3423  NAD 83(1993)-  37 07 34.13487(N)    081 32 31.29772(W) AD(       ) 2
 GX3423  NAD 83(1986)-  37 07 34.14369(N)    081 32 31.30884(W) AD(       ) 2
 GX3423  NAD 27      -  37 07 33.72170(N)    081 32 31.90834(W) AD(       ) 2
 GX3423  NGVD 29 (07/19/86)  805.9    (m)         2644.     (f) VERT ANG       
 GX3423
 GX3423.Superseded values are not recommended for survey control.
 GX3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3423.See file dsdata.txt to determine how the superseded data were derived.
 GX3423
 GX3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB5185209004(NAD 83)
 GX3423_MARKER: DS = TRIANGULATION STATION DISK
 GX3423_SETTING: 66 = SET IN ROCK OUTCROP
 GX3423
 GX3423  HISTORY     - Date     Condition        Report By
 GX3423  HISTORY     - 1963     MONUMENTED       CGS
 GX3423
 GX3423                          STATION DESCRIPTION
 GX3423
 GX3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GX3423'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF TAZEWELL, ABOUT
 GX3423'0.5 MILE SOUTHWEST OF NORTH TAZEWELL AND ON A HIGH HILL WHICH
 GX3423'IS PASTURE LAND OWNED BY MRS. WARD PEERY.
 GX3423'
 GX3423'TO REACH THE STATION FROM THE POST OFFICE IN TAZEWELL, GO
 GX3423'WEST ON U.S. HIGHWAY 19 AND 460 FOR 0.8 MILE TO THE JUNCTION
 GX3423'OF STATE HIGHWAY 16A AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 GX3423'RIGHT ON STATE HIGHWAY 16A AND GO 0.85 MILE TO A WOODEN GATE ON
 GX3423'THE RIGHT JUST AFTER PASSING THE FAIRGROUNDS BUILDING, TURN
 GX3423'RIGHT PASS THROUGH THE GATE AND GO UP HILL OVER PASTURE LAND
 GX3423'NORTHERLY FOR 0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 GX3423'
 GX3423'THE STATION MARK IS 37 FEET NORTHEAST OF A FORKED TREE WITH
 GX3423'A TRIANGLE BLAZE, 11.1 FEET SOUTHWEST OF A METAL WITNESS SIGN
 GX3423'AND SET ON THE HIGHEST PART OF HILL.  IT IS A STANDARD DISK
 GX3423'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK, FLUSH AND
 GX3423'IS STAMPED FAIR 1963.
 GX3423'
 GX3423'REFERENCE MARK NO. 1 IS 20.6 FEET EAST OF THE METAL WITNESS
 GX3423'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS A
 GX3423'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 GX3423'FLUSH AND IS STAMPED FAIR NO 1 1963.
 GX3423'
 GX3423'REFERENCE MARK NO. 2 IS 77 FEET NORTH OF THE FORKED TREE WITH
 GX3423'A TRIANGLE BLAZE, 46.9 FEET NORTHWEST OF THE METAL WITNESS
 GX3423'SIGN AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  IT IS A
 GX3423'STANDARD DISK CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK,
 GX3423'FLUSH AND IS STAMPED FAIR NO 2 1963.
 GX3423'
 GX3423'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GX3423'NO. 2 IS 62.3 FEET.
 GX3423'
 GX3423'THE AZIMUTH MARK IS 89.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GX3423'OF MR. R.G. WOODS SHELL SERVICE STATION, 35 FEET NORTH OF THE
 GX3423'APPROXIMATE CENTER OF U.S. HIGHWAY 19 AND 460, 15.7 FEET SOUTHWEST
 GX3423'OF A SHELL SERVICE SIGN AND 3.5 FEET EAST OF A METAL WITNESS
 GX3423'SIGN.  IT IS A STANDARD DISK SET IN A CYLINDER SHAPED CONCRETE
 GX3423'MONUMENT PROJECTING 3 INCHES AND IS STAMPED FAIR 1963.
 GX3423'
 GX3423'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1574 ***********************************************************************
 GV1574  DESIGNATION -  FAIR RM 1
 GV1574  PID         -  GV1574
 GV1574  STATE/COUNTY-  VA/HENRICO
 GV1574  USGS QUAD   -  SEVEN PINES (1994)
 GV1574
 GV1574                         *CURRENT SURVEY CONTROL
 GV1574  ___________________________________________________________________
 GV1574* NAD 83(1986)-  37 31 52.     (N)    077 18 45.     (W)     SCALED    
 GV1574* NAVD 88     -        49.471  (meters)     162.31   (feet)  ADJUSTED  
 GV1574  ___________________________________________________________________
 GV1574  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV1574  DYNAMIC HT  -          49.437 (meters)     162.19  (feet)  COMP
 GV1574  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 GV1574
 GV1574  VERT ORDER  -  SECOND    CLASS 0
 GV1574
 GV1574.The horizontal coordinates were scaled from a topographic map and have
 GV1574.an estimated accuracy of +/- 6 seconds.
 GV1574
 GV1574.The orthometric height was determined by differential leveling
 GV1574.and adjusted by the National Geodetic Survey in June 1991..
 GV1574
 GV1574.The geoid height was determined by GEOID03.
 GV1574
 GV1574.The dynamic height is computed by dividing the NAVD 88
 GV1574.geopotential number by the normal gravity value computed on the
 GV1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1574.degrees latitude (g = 980.6199 gals.).
 GV1574
 GV1574.The modeled gravity was interpolated from observed gravity values.
 GV1574
 GV1574;                    North         East    Units  Estimated Accuracy
 GV1574;SPC VA S     - 1,133,580.    3,604,950.      MT  (+/- 180 meters Scaled)
 GV1574
 GV1574                          SUPERSEDED SURVEY CONTROL
 GV1574
 GV1574  NGVD 29 (??/??/??)   49.797  (m)          163.38   (f) ADJUSTED    2 0
 GV1574
 GV1574.Superseded values are not recommended for survey control.
 GV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1574.See file dsdata.txt to determine how the superseded data were derived.
 GV1574
 GV1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG956563(NAD 83)
 GV1574_MARKER: DR = REFERENCE MARK DISK
 GV1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1574_STAMPING: FAIR NO 1 1958
 GV1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1574+STABILITY: SURFACE MOTION
 GV1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1574+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 GV1574
 GV1574  HISTORY     - Date     Condition        Report By
 GV1574  HISTORY     - 1958     MONUMENTED       CGS
 GV1574  HISTORY     - 1976     GOOD             NGS
 GV1574  HISTORY     - 1989     GOOD             USPSQD
 GV1574  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV1574  HISTORY     - 19961102 GOOD             USPSQD
 GV1574  HISTORY     - 20001208 MARK NOT FOUND   USPSQD
 GV1574  HISTORY     - 20050208 GOOD             USPSQD
 GV1574
 GV1574                          STATION DESCRIPTION
 GV1574
 GV1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1574'1.7 MI N FROM SANDSTON.
 GV1574'1.7 MILES NORTH, 0.75 MILE EAST ON U.S. HIGHWAY 60 FROM THE POST
 GV1574'OFFICE AT SANDSTON, THENCE 0.95 MILE N.W. ON STATE HIGHWAY
 GV1574'33 TO BURNETTS GROCERY STORE IN FAIR OAKS.  THE MARK IS 122
 GV1574'FEET SOUTH SOUTHWEST OF STATION FAIR, AT THE NORTHEAST CORNER
 GV1574'OF BURNETTS GROCERY STORE.  SET IN A TEN INCH SQUARE CONCRETE
 GV1574'POST LEVEL WITH THE GROUND.
 GV1574
 GV1574                          STATION RECOVERY (1976)
 GV1574
 GV1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1574'RECOVERED IN GOOD CONDITION.
 GV1574
 GV1574                          STATION RECOVERY (1989)
 GV1574
 GV1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAS)
 GV1574'RECOVERED IN GOOD CONDITION.
 GV1574
 GV1574                          STATION RECOVERY (1994)
 GV1574
 GV1574'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV1574'MARK NOT FOUND.
 GV1574
 GV1574                          STATION RECOVERY (1996)
 GV1574
 GV1574'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1574'RECOVERED IN GOOD CONDITION.
 GV1574
 GV1574                          STATION RECOVERY (2000)
 GV1574
 GV1574'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1574'MARK NOT FOUND.
 GV1574
 GV1574                          STATION RECOVERY (2005)
 GV1574
 GV1574'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0401 ***********************************************************************
 GW0401  DESIGNATION -  FAIR RM 1
 GW0401  PID         -  GW0401
 GW0401  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0401  USGS QUAD   -  FARMVILLE (1981)
 GW0401
 GW0401                         *CURRENT SURVEY CONTROL
 GW0401  ___________________________________________________________________
 GW0401* NAD 83(1993)-  37 18 51.81099(N)    078 26 21.78479(W)     ADJUSTED  
 GW0401* NAVD 88     -       143.514  (meters)     470.85   (feet)  ADJUSTED  
 GW0401  ___________________________________________________________________
 GW0401  X           -   1,017,856.155 (meters)                     COMP
 GW0401  Y           -  -4,975,971.311 (meters)                     COMP
 GW0401  Z           -   3,845,269.017 (meters)                     COMP
 GW0401  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GW0401  ELLIP HEIGHT-         112.33  (meters)          (09/08/95) GPS OBS
 GW0401  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 GW0401  DYNAMIC HT  -         143.412 (meters)     470.51  (feet)  COMP
 GW0401  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 GW0401
 GW0401  HORZ ORDER  -  THIRD
 GW0401  VERT ORDER  -  SECOND    CLASS 0
 GW0401  ELLP ORDER  -  FOURTH    CLASS II
 GW0401
 GW0401.The horizontal coordinates were established by GPS observations
 GW0401.and adjusted by the National Geodetic Survey in September 1995..
 GW0401
 GW0401.The orthometric height was determined by differential leveling
 GW0401.and adjusted by the National Geodetic Survey in June 1991..
 GW0401
 GW0401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW0401
 GW0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0401
 GW0401.The ellipsoidal height was determined by GPS observations
 GW0401.and is referenced to NAD 83.
 GW0401
 GW0401.The geoid height was determined by GEOID03.
 GW0401
 GW0401.The dynamic height is computed by dividing the NAVD 88
 GW0401.geopotential number by the normal gravity value computed on the
 GW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0401.degrees latitude (g = 980.6199 gals.).
 GW0401
 GW0401.The modeled gravity was interpolated from observed gravity values.
 GW0401
 GW0401;                    North         East     Units Scale Factor Converg.
 GW0401;SPC VA S     - 1,108,874.306 3,505,372.885   MT  0.99994583   +0 02 12.4
 GW0401;SPC VA S     - 3,638,031.79 11,500,544.21   sFT  0.99994583   +0 02 12.4
 GW0401;UTM  17      - 4,132,824.655   726,912.222   MT  1.00023430   +1 33 10.4
 GW0401
 GW0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0401!SPC VA S     -   0.99998237  x   0.99994583  =   0.99992820
 GW0401!UTM  17      -   0.99998237  x   1.00023430  =   1.00021667
 GW0401
 GW0401                          SUPERSEDED SURVEY CONTROL
 GW0401
 GW0401  NAD 83(1993)-  37 18 51.81163(N)    078 26 21.78299(W) AD(       ) 3
 GW0401  ELLIP H (11/14/94)  112.27   (m)                       GP(       ) 4 2
 GW0401  NAD 83(1986)-  37 18 51.81945(N)    078 26 21.80217(W) AD(       ) 3
 GW0401  NAD 27      -  37 18 51.27028(N)    078 26 22.82277(W) AD(       ) 3
 GW0401  NGVD 29 (??/??/92)  143.782  (m)          471.72   (f) ADJ UNCH    2 0
 GW0401
 GW0401.Superseded values are not recommended for survey control.
 GW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0401.See file dsdata.txt to determine how the superseded data were derived.
 GW0401
 GW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2691232825(NAD 83)
 GW0401_MARKER: DR = REFERENCE MARK DISK
 GW0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0401_STAMPING: FAIR NO 1 1965
 GW0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0401+STABILITY: SURFACE MOTION
 GW0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0401+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW0401
 GW0401  HISTORY     - Date     Condition        Report By
 GW0401  HISTORY     - 1965     MONUMENTED       CGS
 GW0401  HISTORY     - 19870819 GOOD
 GW0401  HISTORY     - 20010220 GOOD             USPSQD
 GW0401  HISTORY     - 20060119 GOOD             USPSQD
 GW0401
 GW0401                          STATION DESCRIPTION
 GW0401
 GW0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0401'3.2 MI W FROM FARMVILLE.
 GW0401'AT THE FAIR STATION SITE, 93 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GW0401'THE PUMP HOUSE 60 FEET NORTH OF THE TRACK ROAD AND 12 FEET EAST
 GW0401'OF POWER LINE POLE NO. F50AA-2 AND IS 77.15 FEET SOUTHWEST OF THE
 GW0401'STATION, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GW0401'GROUND.  NOTE-- FOR DESCR. SEE STATION FAIR.
 GW0401
 GW0401                          STATION RECOVERY (1987)
 GW0401
 GW0401'RECOVERED 1987
 GW0401'RECOVERED IN GOOD CONDITION.
 GW0401
 GW0401                          STATION RECOVERY (2001)
 GW0401
 GW0401'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0401'RECOVERED IN GOOD CONDITION.
 GW0401
 GW0401                          STATION RECOVERY (2006)
 GW0401
 GW0401'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3538 ***********************************************************************
 GV3538  DESIGNATION -  FAIR RM 3
 GV3538  PID         -  GV3538
 GV3538  STATE/COUNTY-  VA/HENRICO
 GV3538  USGS QUAD   -  SEVEN PINES (1994)
 GV3538
 GV3538                         *CURRENT SURVEY CONTROL
 GV3538  ___________________________________________________________________
 GV3538* NAD 83(1986)-  37 31 52.     (N)    077 18 45.     (W)     SCALED    
 GV3538* NAVD 88     -        49.32   (meters)     161.8    (feet)  RESET     
 GV3538  ___________________________________________________________________
 GV3538  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GV3538
 GV3538  VERT ORDER  -  THIRD
 GV3538
 GV3538.The horizontal coordinates were scaled from a topographic map and have
 GV3538.an estimated accuracy of +/- 6 seconds.
 GV3538
 GV3538.The orthometric height was computed from unverified reset data.
 GV3538.No vertical observational check was made to the station.
 GV3538
 GV3538.The geoid height was determined by GEOID03.
 GV3538
 GV3538;                    North         East    Units  Estimated Accuracy
 GV3538;SPC VA S     - 1,133,580.    3,604,950.      MT  (+/- 180 meters Scaled)
 GV3538
 GV3538                          SUPERSEDED SURVEY CONTROL
 GV3538
 GV3538  NGVD 29 (??/??/??)   49.64   (m)          162.9    (f) RESET       3  
 GV3538
 GV3538.Superseded values are not recommended for survey control.
 GV3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3538.See file dsdata.txt to determine how the superseded data were derived.
 GV3538
 GV3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG956563(NAD 83)
 GV3538_MARKER: DR = REFERENCE MARK DISK
 GV3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3538_STAMPING: FAIR 1958 NO 3 1976
 GV3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3538+STABILITY: SURFACE MOTION
 GV3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3538+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2000
 GV3538
 GV3538  HISTORY     - Date     Condition        Report By
 GV3538  HISTORY     - 1976     MONUMENTED       NGS
 GV3538  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 GV3538  HISTORY     - 19961102 MARK NOT FOUND   USPSQD
 GV3538  HISTORY     - 20001208 GOOD             USPSQD
 GV3538  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 GV3538
 GV3538                          STATION DESCRIPTION
 GV3538
 GV3538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GV3538'AT FAIR OAKS FROM FAIR OAKS.
 GV3538'ABOUT 0.75 MILE EAST ON U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 GV3538'SANDSTON, THEN 0.95 MILE NORTHWEST ON STATE HIGHWAY 33, THEN 0.05
 GV3538'MILE NORTHEAST ON STATE HIGHWAY 156 TO MARK ON LEFT, 117.33 FEET
 GV3538'SOUTHEAST OF STATION FAIR 1958, DESCRIBED, 58 FEET NORTHEAST OF
 GV3538'SOUTHEAST CORNER OF SHEET METAL BUILDING, 36 FEET NORTHWEST OF THE
 GV3538'CENTERLINE OF STATE HIGHWAY 156 AND 34 FEET SOUTHWEST OF FIRE
 GV3538'HYDRANT. DISK IS SET FLUSH IN CONCRETE MONUMENT ABOUT 10 INCHES IN
 GV3538'DIAMETER AND PROJECTS ABOUT 1 INCH.
 GV3538
 GV3538                          STATION RECOVERY (1994)
 GV3538
 GV3538'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3538'MARK NOT FOUND.
 GV3538
 GV3538                          STATION RECOVERY (1996)
 GV3538
 GV3538'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV3538'MARK NOT FOUND.
 GV3538
 GV3538                          STATION RECOVERY (2000)
 GV3538
 GV3538'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV3538'RECOVERED IN GOOD CONDITION.
 GV3538
 GV3538                          STATION RECOVERY (2005)
 GV3538
 GV3538'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV3538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV4640 ***********************************************************************
 JV4640  DESIGNATION -  FAIRALL ERDL
 JV4640  PID         -  JV4640
 JV4640  STATE/COUNTY-  VA/LOUDOUN
 JV4640  USGS QUAD   -  LEESBURG (1994)
 JV4640
 JV4640                         *CURRENT SURVEY CONTROL
 JV4640  ___________________________________________________________________
 JV4640* NAD 83(1993)-  39 02 16.81767(N)    077 31 34.28383(W)     ADJUSTED  
 JV4640* NAVD 88     -       135.19   (+/-2cm)     443.5    (feet)  VERTCON   
 JV4640  ___________________________________________________________________
 JV4640  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 JV4640  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JV4640
 JV4640  HORZ ORDER  -  FIRST
 JV4640  VERT ORDER  -  THIRD ? (See Below)
 JV4640
 JV4640.The horizontal coordinates were established by classical geodetic methods
 JV4640.and adjusted by the National Geodetic Survey in November 1994..
 JV4640
 JV4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4640.The vertical order pertains to the NGVD 29 superseded value.
 JV4640
 JV4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4640
 JV4640.The geoid height was determined by GEOID03.
 JV4640
 JV4640;                    North         East     Units Scale Factor Converg.
 JV4640;SPC VA N     - 2,152,667.419 3,584,308.849   MT  0.99997526   +0 36 28.0
 JV4640;SPC VA N     - 7,062,543.02 11,759,519.95   sFT  0.99997526   +0 36 28.0
 JV4640;UTM  18      - 4,324,030.985   281,355.059   MT  1.00018869   -1 35 30.2
 JV4640
 JV4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4640!SPC VA N     -   0.99998383  x   0.99997526  =   0.99995909
 JV4640!UTM  18      -   0.99998383  x   1.00018869  =   1.00017252
 JV4640
 JV4640|---------------------------------------------------------------------|
 JV4640| PID    Reference Object                     Distance      Geod. Az  |
 JV4640|                                                           dddmmss.s |
 JV4640| CJ8130 FAIRALL ERDL RM 1                    12.905 METERS 01718     |
 JV4640| JV4641 GOOSE                               APPROX. 0.7 KM 1860402.8 |
 JV4640| CJ8131 FAIRALL ERDL RM 2                    11.272 METERS 28458     |
 JV4640|---------------------------------------------------------------------|
 JV4640
 JV4640                          SUPERSEDED SURVEY CONTROL
 JV4640
 JV4640  NAD 83(1993)-  39 02 16.81833(N)    077 31 34.28816(W) AD(       ) 1
 JV4640  NAD 83(1986)-  39 02 16.81706(N)    077 31 34.29511(W) AD(       ) 1
 JV4640  NAD 27      -  39 02 16.42878(N)    077 31 35.32621(W) AD(       ) 1
 JV4640  NGVD 29 (07/19/86)  135.41   (m)          444.3    (f) LEVELING    3  
 JV4640
 JV4640.Superseded values are not recommended for survey control.
 JV4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4640.See file dsdata.txt to determine how the superseded data were derived.
 JV4640
 JV4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8135524031(NAD 83)
 JV4640_MARKER: DD = SURVEY DISK
 JV4640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4640
 JV4640  HISTORY     - Date     Condition        Report By
 JV4640  HISTORY     - 1957     MONUMENTED       USE
 JV4640  HISTORY     - 1966     GOOD             CGS
 JV4640  HISTORY     - 20020403 MARK NOT FOUND   RICE
 JV4640
 JV4640                          STATION DESCRIPTION
 JV4640
 JV4640'DESCRIBED BY US ENGINEERS 1957 (FAR)
 JV4640'THE STATION IS APPROXIMATELY 6.5 MILES SOUTH OF LEESBURG AND 7
 JV4640'MILES NORTHEAST OF ALDIE ON THE PROPERTY OF DOCTOR ALLEN M. MCKELVIE
 JV4640'OF ARLINGTON.
 JV4640'
 JV4640'TO REACH FROM THE POST OFFICE IN CHANTILLY, GO WEST ON U.S. HIGHWAY
 JV4640'50 FOR 6.55 MILES TO A CROSSROAD AND COUNTY ROUTE 659, TURN RIGHT
 JV4640'AND GO NORTH ON 659 FOR 1.0 MILE TO THE VILLAGE OF ARCOLA, TURN LEFT
 JV4640'ON 659 AND GO NORTHWESTERLY FOR 2.7 MILES TO A SIDE ROAD ON
 JV4640'RIGHT AND THE END OF PAVEMENT, KEEP STRAIGHT AHEAD ON 659 AND GO
 JV4640'1.65 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT
 JV4640'AHEAD ON 659 AND GO 1.75 MILES TO A CROSSROAD AND THE JUNCTION
 JV4640'OF COUNTY ROUTE 643, TURN LEFT ON 643 AND GO WEST FOR 0.2 MILE
 JV4640'TO A FARM ROAD ON RIGHT AND THE STATION ON RIGHT.
 JV4640'
 JV4640'STATION MARK IS A J.S. ARMY CORPS OF ENGINEERS STATION DESIGNATION
 JV4640'DISK STAMPED FAIRALL ERDL 1955, SET IN A SQUARE CONCRETE POST WHICH
 JV4640'PROJECTS 9 INCHES.  IT IS 10 FEET NORTHWEST OF A FENCE CORNER,
 JV4640'19-1/2 FEET NORTH OF COUNTY ROUTE 643 AND 8-1/2 FEET NORTH OF A
 JV4640'TELEPHONE LINE POLE.
 JV4640'
 JV4640'REFERENCE MARK NO. 1, A U.S. ARMY CORPS OF ENGINEERS STATION
 JV4640'DESIGNATION DISK STAMPED FAIRALL ERDL REF NO 1 1955, IS SET IN A
 JV4640'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 14-1/2 FEET
 JV4640'WEST OF THE CENTER OF TRACK ROAD.
 JV4640'
 JV4640'REFERENCE MARK NO. 2, A U.S. ARMY CORPS OF ENGINEERS STATION
 JV4640'DESIGNATION DISK STAMPED FAIRALL ERDL REF NO 2 1955 IS SET IN A
 JV4640'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 15 FEET NORTH
 JV4640'OF THE CENTER OF COUNTY ROUTE 643 AND 2 FEET NORTH OF AN EAST AND
 JV4640'WEST FENCE LINE.
 JV4640'
 JV4640'NOTE--TRIANGULATION STATION GOOSE 1942 WAS USED AS AZIMUTH MARK.
 JV4640'A SEPARATE DESCRIPTION CARD FOR GOOSE 1942.
 JV4640'
 JV4640'HEIGHT OF LIGHT ABOVE STATION MARK 4.01 METER.
 JV4640
 JV4640                          STATION RECOVERY (1966)
 JV4640
 JV4640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 JV4640'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JV4640'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JV4640'
 JV4640'THE STATION IS LOCATED 7 MILES NORTHEAST OF ALDIE, 6-1/2 MILES SOUTH
 JV4640'OF LEASBURG, 6 MILES NORTH OF ARCOLA AND ON PROPERTY OWNED BY MR.
 JV4640'ALLEN MCKELVIE.
 JV4640'
 JV4640'TO REACH THE STATION FROM THE POST OFFICE IN ARCOLA, GO NORTH FOR
 JV4640'0.05 MILE TO A SIDE ROAD LEFT, COUNTY ROUTE 659.  TURN LEFT AND GO
 JV4640'WESTERLY ON COUNTY ROUTE 659 FOR 0.4 MILE TO A Y-FORK.  TAKE RIGHT
 JV4640'FORK, COUNTY ROUTE 659 AND GO NORTHERLY FOR 2.4 MILES TO A SIDE
 JV4640'ROAD RIGHT AND THE END OF THE PAVED ROAD.  CONTINUE NORTH FOR 1.6
 JV4640'MILES TO A SIDE ROAD LEFT, JUST AFTER PASSING A CHURCH ON THE
 JV4640'LEFT.  CONTINUE NORTHERLY FOR 1.55 MILES TO A SIDE ROAD LEFT.
 JV4640'(TURN LEFT AND GO 0.05 MILE TO TRIANGULATION STATION GOOSE 1942
 JV4640'AZIMUTH MARK ON THE LEFT.) CONTINUE NORTHERLY FOR 0.4 MILE TO A
 JV4640'CROSSROAD AND COUNTY ROUTE 643.  TURN LEFT AND GO WESTERLY ON COUNTY
 JV4640'ROUTE 643 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 JV4640'
 JV4640'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS STATION MARK DISK,
 JV4640'STAMPED FAIRALL ERDL 1955, SET IN THE TOP OF A 12-INCH SQUARE
 JV4640'CONCRETE MONUMENT THAT PROJECTS 10-INCHES.  IT IS 20 FEET NORTH OF
 JV4640'THE CENTER OF COUNTY ROUTE 643, 16 FEET WEST OF THE CENTER OF A
 JV4640'FIELD ROAD, 9 FEET NORTH-NORTHWEST OF A TELEPHONE POLE AND 5.1
 JV4640'FEET NORTH OF A METAL WITNESS SIGN POST.
 JV4640'
 JV4640'REFERENCE MARK 1 IS A U.S. CORPS OF ENGINEERS REFERENCE MARK DISK,
 JV4640'STAMPED FAIRALL ERDL REF NO 1 1955, SET IN THE TOP OF A 12-INCH
 JV4640'SQUARE CONCRETE MONUMENT THAT PROJECTS 10-INCHES.  IT IS 50 FEET
 JV4640'NORTH-NORTHEAST OF A 18-INCH WALNUT TREE, 47.5 FEET NORTH OF A
 JV4640'METAL WITNESS SIGN POST AND 14 FEET WEST OF THE CENTER OF THE FIELD
 JV4640'ROAD.
 JV4640'
 JV4640'REFERENCE MARK 2 IS A U.S. CORPS OF ENGINEERS REFERENCE MARK DISK,
 JV4640'STAMPED FAIRALL ERDL REF NO 2 1955, SET IN THE TOP OF A 12-INCH
 JV4640'SQUARE CONCRETE MONUMENT THAT PROJECTS 10-INCHES.  IT IS 52 FEET
 JV4640'WEST OF THE CENTER OF THE FIELD ROAD, 16.5 FEET WEST OF A WALNUT
 JV4640'TREE AND 15 FEET NORTH OF THE CENTER OF COUNTY ROUTE 643.
 JV4640'
 JV4640'TRIANGULATION STATION GOOSE 1942 WAS USED AS THE AZIMUTH MARK FOR
 JV4640'THIS STATION, SEE DESCRIPTION THEREOF.
 JV4640'
 JV4640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 JV4640'OF ARCOLA.
 JV4640
 JV4640                          STATION RECOVERY (2002)
 JV4640
 JV4640'RECOVERY NOTE BY RICE ASSOCIATES PC 2002 (KM)
 JV4640'NEW FIND DESC. NORTH ON RT659 CROSS TOLL ROAD, FIRST LEFT (SYCOLIN RD)
 JV4640'0.6 MI W TO GRAVEL RD ON LEFT (OLD 643) THRU GATE(CH LNK) 0.2 MI TO
 JV4640'STATION ON LEFT. SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5179 ***********************************************************************
 HV5179  DESIGNATION -  FAIRFAX
 HV5179  PID         -  HV5179
 HV5179  STATE/COUNTY-  VA/FAIRFAX
 HV5179  USGS QUAD   -  FAIRFAX (1994)
 HV5179
 HV5179                         *CURRENT SURVEY CONTROL
 HV5179  ___________________________________________________________________
 HV5179* NAD 83(1993)-  38 46 53.61055(N)    077 19 43.31499(W)     ADJUSTED  
 HV5179* NAVD 88     -       135.29   (+/-2cm)     443.9    (feet)  VERTCON   
 HV5179  ___________________________________________________________________
 HV5179  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HV5179  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV5179
 HV5179  HORZ ORDER  -  FIRST
 HV5179  VERT ORDER  -  THIRD ? (See Below)
 HV5179
 HV5179.The horizontal coordinates were established by classical geodetic methods
 HV5179.and adjusted by the National Geodetic Survey in November 1994..
 HV5179
 HV5179.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5179.The vertical order pertains to the NGVD 29 superseded value.
 HV5179
 HV5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5179
 HV5179.The geoid height was determined by GEOID03.
 HV5179
 HV5179;                    North         East     Units Scale Factor Converg.
 HV5179;SPC VA N     - 2,124,401.491 3,601,769.275   MT  0.99995247   +0 43 51.7
 HV5179;SPC VA N     - 6,969,807.23 11,816,804.70   sFT  0.99995247   +0 43 51.7
 HV5179;UTM  18      - 4,295,111.835   297,723.234   MT  1.00010387   -1 27 32.7
 HV5179
 HV5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5179!SPC VA N     -   0.99998377  x   0.99995247  =   0.99993625
 HV5179!UTM  18      -   0.99998377  x   1.00010387  =   1.00008764
 HV5179
 HV5179:                Primary Azimuth Mark                     Grid Az
 HV5179:SPC VA N     -  FAIRFAX MUN TANK                         012 31 46.6
 HV5179:UTM  18      -  FAIRFAX MUN TANK                         014 43 11.0
 HV5179
 HV5179|---------------------------------------------------------------------|
 HV5179| PID    Reference Object                     Distance      Geod. Az  |
 HV5179|                                                           dddmmss.s |
 HV5179| HV5177 FAIRFAX MUN TANK                    APPROX. 7.1 KM 0131538.3 |
 HV5179| HV5176 FAIRFAX CO POLICE RAD MAST          APPROX. 7.4 KM 0142002.0 |
 HV5179| HV5172 BRADDOCK                            APPROX. 6.3 KM 0390134.0 |
 HV5179| DC6253 FAIRFAX AZ MK                                      0451658.9 |
 HV5179| HV5198 FAIRFAX 2                            42.206 METERS 04648     |
 HV5179| DC6255 FAIRFAX RM 1                         28.557 METERS 05534     |
 HV5179| DC6254 FAIRFAX AZ MK RESET                                3132821.2 |
 HV5179| DC6256 FAIRFAX RM 2                         31.742 METERS 32554     |
 HV5179|---------------------------------------------------------------------|
 HV5179
 HV5179                          SUPERSEDED SURVEY CONTROL
 HV5179
 HV5179  NAD 83(1993)-  38 46 53.60928(N)    077 19 43.32080(W) AD(       ) 1
 HV5179  NAD 83(1986)-  38 46 53.60957(N)    077 19 43.32806(W) AD(       ) 1
 HV5179  NAD 27      -  38 46 53.20130(N)    077 19 44.37855(W) AD(       ) 1
 HV5179  NGVD 29 (07/19/86)  135.53   (m)          444.7    (f) LEVELING    3  
 HV5179
 HV5179.Superseded values are not recommended for survey control.
 HV5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5179.See file dsdata.txt to determine how the superseded data were derived.
 HV5179
 HV5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9772395112(NAD 83)
 HV5179_MARKER: DS = TRIANGULATION STATION DISK
 HV5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5179+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV5179
 HV5179  HISTORY     - Date     Condition        Report By
 HV5179  HISTORY     - 1943     MONUMENTED       CGS
 HV5179  HISTORY     - 1951     GOOD             CGS
 HV5179  HISTORY     - 1957     GOOD             CGS
 HV5179  HISTORY     - 1958     GOOD             CGS
 HV5179  HISTORY     - 1966     SEE DESCRIPTION  CGS
 HV5179  HISTORY     - 1969     GOOD             USA
 HV5179  HISTORY     - 1986     GOOD
 HV5179  HISTORY     - 20020219 POOR             DEWDAV
 HV5179
 HV5179                          STATION DESCRIPTION
 HV5179
 HV5179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5179'THE STATION IS ABOUT 4.5 MILES S BY W OF THE TOWN OF FAIRFAX
 HV5179'AND 0.05 MILE W OF VIRGINIA HIGHWAY 123 AT A FARMHOUSE ON
 HV5179'THE PROPERTY OF C.E. RIGGLES.  IT IS 45 FEET S OF THE CENTER
 HV5179'LINE OF A GRAVEL ROAD AND 40 FEET NW OF THE NW CORNER OF THE
 HV5179'FARMHOUSE.  IT IS STAMPED FAIRFAX 1942 AND PROJECTS 6 INCHES.
 HV5179'
 HV5179'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5179'DISKS SET IN CONCRETE.
 HV5179'
 HV5179'REFERENCE MARK NO. 1 IS NE BY E OF THE STATION AND 20 FEET
 HV5179'N OF THE CENTER LINE OF THE GRAVEL ROAD.  IT IS STAMPED FAIRFAX
 HV5179'NO. 1 1942 AND PROJECTS 6 INCHES.
 HV5179'
 HV5179'REFERENCE MARK NO. 2 IS NW BY N OF THE STATION AND 18 FEET
 HV5179'N OF THE CENTER LINE OF THE GRAVEL ROAD.  IT IS STAMPED
 HV5179'FAIRFAX NO. 2 1942 AND PROJECTS 10 INCHES.
 HV5179'
 HV5179'THE AZIMUTH MARK IS ABOUT 0.35 MILE NE OF THE STATION, 15
 HV5179'FEET S OF THE CENTER LINE OF COUNTY HIGHWAY 641, 0.1 MILE
 HV5179'E OF VIRGINIA HIGHWAY 123 AND 5 FEET W OF A WHITE REFERENCE
 HV5179'POST.  IT IS STAMPED FAIRFAX 1942 AND PROJECTS 6 INCHES.
 HV5179'
 HV5179'TO REACH THE STATION FROM FAIRFAX GO S ON VIRGINIA HIGHWAY
 HV5179'123 FOR 5.05 MILES AND TURN RIGHT, WESTERLY, ON A GRAVELED
 HV5179'ROAD.  GO 0.05 MILE TO THE STATION ON THE LEFT.
 HV5179'
 HV5179'A 103-FOOT SIGNAL AT LACY IS VISIBLE AT 64 FEET.  90-FOOT
 HV5179'SIGNALS AT CHAPEL AND HOADLY ARE VISIBLE AT 64 FEET.  A 103-FOOT
 HV5179'SIGNAL AT BRENTSVILLE IS VISIBLE AT 90 FEET.  A 77-FOOT
 HV5179'SIGNAL AT CENTERVILLE IS VISIBLE AT 64 FEET.  90-FOOT SIGNALS
 HV5179'AT MANASSAS, PENDER, PEACH GROVE, AND ILDA ARE VISIBLE AT
 HV5179'64 FEET.
 HV5179'
 HV5179'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5179
 HV5179                          STATION RECOVERY (1951)
 HV5179
 HV5179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV5179'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 HV5179'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 HV5179
 HV5179                          STATION RECOVERY (1957)
 HV5179
 HV5179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5179'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5179'TO BE IN GOOD CONDITION.  ALL DISTANCES AND DIRECTIONS CHECKED
 HV5179'THE ORIGINAL DESCRIPTION WHICH IS ADEQUATE.  TO REACH AZIMUTH
 HV5179'MARK FROM STATION GO EASTERLY FOR 0.05 MILE TO ROAD JUNCTION.
 HV5179'TURN LEFT AND GO NORTH ON STATE HIGHWAY 123 FOR 0.3 MILE TO
 HV5179'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO AZIMUTH
 HV5179'MARK ON THE RIGHT AS DESCRIBED.  AZIMUTH MARK IS NOT V.G.
 HV5179'
 HV5179'1957 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 HV5179
 HV5179                          STATION RECOVERY (1958)
 HV5179
 HV5179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV5179'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 HV5179'2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH
 HV5179'MARK WAS DESTROYED BY THIS PARTY.  A NEW AZIMUTH MARK WAS
 HV5179'ESTABLISHED BY THIS PARTY.
 HV5179'
 HV5179'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HV5179'
 HV5179'STATION IS APPROXIMATELY 4.5 MILES SOUTH-SOUTHWEST OF FAIRFAX,
 HV5179'0.05 MILE WEST OF STATE HIGHWAY 123 AND ON PROPERTY OWNED
 HV5179'BY MR. C.E. RIGGLES.
 HV5179'
 HV5179'TO REACH FROM THE TRAFFIC LIGHT IN FAIRFAX, GO SOUTH ON
 HV5179'STATE HIGHWAY 123 FOR 4.9 MILES TO TRIPPLE FORKS, TAKE CENTER
 HV5179'ROAD (NO. 610) AND GO APPROXIMATELY 100 YARDS TO A PRIVATE
 HV5179'DRIVE ON THE RIGHT, ENTER DRIVE AND CONTINUE TO FARM RESIDENCE
 HV5179'AND THE STATION IN GARDEN PLOT NORTHWEST OF THE HOUSE.
 HV5179'
 HV5179'STATION MARK, A STANDARD DISK STAMPED FAIRFAX 1942, IS SET
 HV5179'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HV5179'48 FEET SOUTH OF THE CENTER OF A HARD SURFACED ROAD AND
 HV5179'36.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF FARMHOUSE.
 HV5179'A STANDARD WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 HV5179'
 HV5179'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIRFAX NO
 HV5179'1 1942, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HV5179'INCHES.  IT IS 112 FEET WEST OF A TELEPHONE POLE AND 23
 HV5179'FEET NORTH OF THE CENTER OF A HARD SURFACED ROAD.
 HV5179'
 HV5179'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIRFAX NO
 HV5179'2 1942, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 HV5179'INCHES.  IT IS 17 FEET NORTH OF THE CENTER OF A HARD SURFACED
 HV5179'ROAD AND 11 FEET SOUTHWEST OF A TELEPHONE POLE.
 HV5179'
 HV5179'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRFAX 1943 RESET
 HV5179'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 HV5179'INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF A TRACK ROAD
 HV5179'AND 1 FOOT SOUTH OF A POWER LINE POLE.  A STANDARD WITNESS
 HV5179'POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 HV5179'
 HV5179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HARD
 HV5179'SURFACED ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT,
 HV5179'TURN RIGHT AND GO NORTH-NORTHWEST ON DIM TRACK ROAD ACROSS
 HV5179'PASTURE LAND FOR 0.1 MILE TO A POWER LINE POLE AND THE AZIMUTH
 HV5179'MARK ON THE RIGHT.
 HV5179
 HV5179                          STATION RECOVERY (1966)
 HV5179
 HV5179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5179'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 HV5179'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 HV5179'THE STATION MARK IS IN THE YARD OF MRS. C.E. RIGGLES HOUSE AND
 HV5179'COULD NOT BE OCCUPIED.  TRIANGULATION STATION FAIRFAX 2 1966 WAS
 HV5179'ESTABLISHED.
 HV5179'
 HV5179'THE STATION IS LOCATED 4-1/2 MILES SOUTH-SOUTHWEST OF FAIRFAX AND ON
 HV5179'PROPERTY OWNED BY MRS. C. E. RIGGLES.
 HV5179'
 HV5179'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHWESTERLY
 HV5179'ON STATE HIGHWAY 123 FOR 3.4 MILES TO A BRIDGE OVER THE RAILROAD
 HV5179'TRACKS.  CONTINUE ON STATE HIGHWAY 123 FOR 0.9 MILES TO ROAD FORKS.
 HV5179'TAKE RIGHT FORK AND GO 0.05 MILE TO A HOUSE ON THE LEFT AND THE
 HV5179'STATION.
 HV5179'
 HV5179'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRFAX 1942, SET IN
 HV5179'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HV5179'10-INCHES.  IT IS 49 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 36.3
 HV5179'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE AND 1.4
 HV5179'FEET NORTH-NORTHWEST OF A 4-INCH SQUARE WOODEN WITNESS POST.
 HV5179'
 HV5179'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRFAX NO 1 1942, SET
 HV5179'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HV5179'6-INCHES.  IT IS 134.5 FEET EAST OF A POWER LINE POLE, 111 FEET
 HV5179'WEST OF A POWER LINE POLE AND 23 FEET NORTH OF THE CENTER OF A
 HV5179'PAVED ROAD.
 HV5179'
 HV5179'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRFAX NO 2 1942, SET
 HV5179'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HV5179'8-INCHES.  IT IS 17 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 11
 HV5179'FEET SOUTHWEST OF A POWER LINE POLE.
 HV5179
 HV5179                          STATION RECOVERY (1969)
 HV5179
 HV5179'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5179'STATION AND R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.
 HV5179'
 HV5179'STATION IS ABOUT 4.5 MILES SW OF FAIRFAX AND 0.05 MILE W
 HV5179'OF ROUTE 123 AT A FARMHOUSE.  IT IS 45 FEET S OF THE CENTER
 HV5179'LINE OF A ROAD 40 FEET W OF THE NW CORNER OF THE FARMHOUSE,
 HV5179'STAMPED FAIRFAX 1942 AND PROJECT 6 INCHES.
 HV5179'
 HV5179'R.M. 1 IS NE BY E OF STATION AND 20 FEET N OF THE CENTER
 HV5179'LINE OF ROAD, STAMPED FAIRFAX NO 1 1942 AND PROJECTS 6 INCHES.
 HV5179'
 HV5179'R.M. 2 IS NW BY W OF STATION AND 18 FEET N OF CENTER LINE
 HV5179'OF ROAD, STAMPED FAIRFAX NO 2 1942 AND PROJECTS 10 INCHES.
 HV5179
 HV5179                          STATION RECOVERY (1986)
 HV5179
 HV5179'RECOVERED 1986
 HV5179'RECOVERED IN GOOD CONDITION.
 HV5179
 HV5179                          STATION RECOVERY (2002)
 HV5179
 HV5179'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 HV5179'STATION HAS BEEN DISTURBED, APPEARS TO HAVE BEEN HIT, HAS A SEVERE
 HV5179'LEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF3609 ***********************************************************************
 DF3609  HT_MOD      -  This is a Height Modernization Survey Station.
 DF3609  DESIGNATION -  FAIRFAX
 DF3609  PID         -  DF3609
 DF3609  STATE/COUNTY-  VA/ROANOKE
 DF3609  USGS QUAD   -  BENT MOUNTAIN (1983)
 DF3609
 DF3609                         *CURRENT SURVEY CONTROL
 DF3609  ___________________________________________________________________
 DF3609* NAD 83(1993)-  37 13 07.07196(N)    080 01 01.46153(W)     ADJUSTED  
 DF3609* NAVD 88     -       344.10   (meters)    1128.9    (feet)  GPS OBS   
 DF3609  ___________________________________________________________________
 DF3609  X           -     881,613.169 (meters)                     COMP
 DF3609  Y           -  -5,008,603.443 (meters)                     COMP
 DF3609  Z           -   3,836,931.612 (meters)                     COMP
 DF3609  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DF3609  ELLIP HEIGHT-         311.77  (meters)          (01/31/03) GPS OBS
 DF3609  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DF3609
 DF3609  HORZ ORDER  -  B
 DF3609  ELLP ORDER  -  FOURTH    CLASS I
 DF3609
 DF3609.The horizontal coordinates were established by GPS observations
 DF3609.and adjusted by the National Geodetic Survey in January 2003..
 DF3609
 DF3609.The orthometric height was determined by GPS observations and a
 DF3609.high-resolution geoid model using precise GPS observation and
 DF3609.processing techniques.
 DF3609
 DF3609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3609
 DF3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3609
 DF3609.The ellipsoidal height was determined by GPS observations
 DF3609.and is referenced to NAD 83.
 DF3609
 DF3609.The geoid height was determined by GEOID03.
 DF3609
 DF3609;                    North         East     Units Scale Factor Converg.
 DF3609;SPC VA S     - 1,099,327.190 3,365,363.136   MT  0.99994876   -0 55 14.7
 DF3609;SPC VA S     - 3,606,709.29 11,041,195.56   sFT  0.99994876   -0 55 14.7
 DF3609;UTM  17      - 4,119,578.756   587,207.130   MT  0.99969368   +0 35 40.4
 DF3609
 DF3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3609!SPC VA S     -   0.99995108  x   0.99994876  =   0.99989984
 DF3609!UTM  17      -   0.99995108  x   0.99969368  =   0.99964477
 DF3609
 DF3609                          SUPERSEDED SURVEY CONTROL
 DF3609
 DF3609.No superseded survey control is available for this station.
 DF3609
 DF3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8720719579(NAD 83)
 DF3609_MARKER: DD = SURVEY DISK
 DF3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3609_STAMPING: FAIRFAX
 DF3609_PROJECTION: RECESSED 2 CENTIMETERS
 DF3609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3609+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 DF3609
 DF3609  HISTORY     - Date     Condition        Report By
 DF3609  HISTORY     - 20000530 MONUMENTED       DEWDAV
 DF3609  HISTORY     - 20031128 GOOD             USPSQD
 DF3609  HISTORY     - 20060309 GOOD             USPSQD
 DF3609
 DF3609                          STATION DESCRIPTION
 DF3609
 DF3609'DESCRIBED BY DEWBERRY DAVIS 2000
 DF3609'THE STATION IS LOCATED ABOUT 5.2 MILES (8.3 KM) SOUTHWEST OF THE
 DF3609'CITY OF ROANOKE AND ABOUT 0.3 MILES (0.5 KM) NORTH OF CAVE SPRING
 DF3609'JUNIOR HIGH SCHOOL.
 DF3609'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 220
 DF3609'AND COUNTY ROUTE 419 (ELECTRIC ROAD), PROCEED SOUTHWESTERLY
 DF3609'ON COUNTY ROUTE 419 FOR 1.9 MILES TO COLONIAL AVENUE (COUNTY ROUTE
 DF3609'720),
 DF3609'TURN LEFT ONTO COLONIAL AVENUE AND PROCEED WEST FOR 0.8 MILES TO
 DF3609'BRAMBLETON AVENUE (STATE ROUTE 221), TURN LEFT ONTO BRAMBLETON
 DF3609'AVENUE AND PROCEED SOUTH FOR 0.4 MILES TO THE INTERSECTION WITH
 DF3609'FAIRFAX PLACE (A PRIVATE ROAD) ON THE RIGHT AND THE STATION IN THE
 DF3609'SOUTHWEST CORNER OF THE INTERSECTION.
 DF3609'THE STATION IS A BRASS DISK MONUMENT SET FLUSH WITH THE GROUND
 DF3609'IN CONCRETE.
 DF3609'
 DF3609'
 DF3609
 DF3609                          STATION RECOVERY (2003)
 DF3609
 DF3609'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 DF3609'RECOVERED IN GOOD CONDITION.
 DF3609
 DF3609                          STATION RECOVERY (2006)
 DF3609
 DF3609'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF3609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5198 ***********************************************************************
 HV5198  DESIGNATION -  FAIRFAX 2
 HV5198  PID         -  HV5198
 HV5198  STATE/COUNTY-  VA/FAIRFAX
 HV5198  USGS QUAD   -  FAIRFAX (1994)
 HV5198
 HV5198                         *CURRENT SURVEY CONTROL
 HV5198  ___________________________________________________________________
 HV5198* NAD 83(1993)-  38 46 54.54754(N)    077 19 42.04033(W)     ADJUSTED  
 HV5198* NAVD 88     -       135.474  (meters)     444.47   (feet)  ADJUSTED  
 HV5198  ___________________________________________________________________
 HV5198  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HV5198  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV5198  DYNAMIC HT  -         135.398 (meters)     444.22  (feet)  COMP
 HV5198  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 HV5198
 HV5198  HORZ ORDER  -  FIRST
 HV5198  VERT ORDER  -  THIRD
 HV5198
 HV5198.The horizontal coordinates were established by classical geodetic methods
 HV5198.and adjusted by the National Geodetic Survey in November 1994..
 HV5198
 HV5198.The orthometric height was determined by differential leveling
 HV5198.and adjusted by the National Geodetic Survey in September 2004..
 HV5198
 HV5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5198
 HV5198.The geoid height was determined by GEOID03.
 HV5198
 HV5198.The dynamic height is computed by dividing the NAVD 88
 HV5198.geopotential number by the normal gravity value computed on the
 HV5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5198.degrees latitude (g = 980.6199 gals.).
 HV5198
 HV5198.The modeled gravity was interpolated from observed gravity values.
 HV5198
 HV5198;                    North         East     Units Scale Factor Converg.
 HV5198;SPC VA N     - 2,124,430.774 3,601,799.668   MT  0.99995249   +0 43 52.5
 HV5198;SPC VA N     - 6,969,903.30 11,816,904.41   sFT  0.99995249   +0 43 52.5
 HV5198;UTM  18      - 4,295,139.939   297,754.729   MT  1.00010371   -1 27 31.9
 HV5198
 HV5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5198!SPC VA N     -   0.99998374  x   0.99995249  =   0.99993624
 HV5198!UTM  18      -   0.99998374  x   1.00010371  =   1.00008745
 HV5198
 HV5198|---------------------------------------------------------------------|
 HV5198| PID    Reference Object                     Distance      Geod. Az  |
 HV5198|                                                           dddmmss.s |
 HV5198| DC6259 FAIRFAX 2 RM 4                       19.164 METERS 11440     |
 HV5198| DC6258 FAIRFAX 2 RM 3                       40.447 METERS 12535     |
 HV5198| DC6257 FAIRFAX 2 AZ MK                                    1535623.5 |
 HV5198| DC6255 FAIRFAX RM 1                         14.655 METERS 20931     |
 HV5198| HV5179 FAIRFAX                              42.206 METERS 22648     |
 HV5198| DC6256 FAIRFAX RM 2                         48.631 METERS 26654     |
 HV5198| HV5200 FAIRFAX 2 RM A                       26.359 METERS 26846     |
 HV5198|---------------------------------------------------------------------|
 HV5198
 HV5198                          SUPERSEDED SURVEY CONTROL
 HV5198
 HV5198  NAD 83(1993)-  38 46 54.54626(N)    077 19 42.04613(W) AD(       ) 1
 HV5198  NAD 83(1986)-  38 46 54.54661(N)    077 19 42.05333(W) AD(       ) 1
 HV5198  NAD 27      -  38 46 54.13830(N)    077 19 43.10385(W) AD(       ) 1
 HV5198  NGVD 29 (07/19/86)  135.8    (m)          446.     (f) VERT ANG       
 HV5198
 HV5198.Superseded values are not recommended for survey control.
 HV5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5198.See file dsdata.txt to determine how the superseded data were derived.
 HV5198
 HV5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9775595140(NAD 83)
 HV5198_MARKER: DS = TRIANGULATION STATION DISK
 HV5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5198_SP_SET: CONCRETE POST
 HV5198_STAMPING: FAIRFAX 2 1966
 HV5198_MARK LOGO: CGS   
 HV5198_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5198+STABILITY: SURFACE MOTION
 HV5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5198+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 HV5198
 HV5198  HISTORY     - Date     Condition        Report By
 HV5198  HISTORY     - 1966     MONUMENTED       CGS
 HV5198  HISTORY     - 1966     GOOD             CGS
 HV5198  HISTORY     - 1969     GOOD             CGS
 HV5198  HISTORY     - 1979     GOOD             NGS
 HV5198  HISTORY     - 19920129 GOOD             MSI
 HV5198  HISTORY     - 20020219 GOOD             DEWDAV
 HV5198
 HV5198                          STATION DESCRIPTION
 HV5198
 HV5198'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5198'THE STATION IS LOCATED 9-3/4 MILES NORTHWEST OF WOODBRIDGE, 4-1/2
 HV5198'MILES SOUTH-SOUTHWEST OF FAIRFAX AND ON PROPERTY OWNED BY MR. CALVIN
 HV5198'H. HALEY.
 HV5198'
 HV5198'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO
 HV5198'SOUTH-WESTERLY ON STATE HIGHWAY 123 FOR 3.4 MILES TO A BRIDGE OVER
 HV5198'THE RAILROAD TRACKS.  CONTINUE ON STATE HIGHWAY 123 FOR 0.9 MILES TO
 HV5198'ROAD FORKS.  (TAKE LEFT FORK, STATE HIGHWAY 123 AND GO 0.25 MILE TO
 HV5198'THE AZIMUTH MARK ON THE LEFT.) TAKE RIGHT FORK AND GO 0.05 MILE
 HV5198'TO THE STATION ON THE RIGHT.
 HV5198'
 HV5198'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 1966, SET IN
 HV5198'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 18-INCHES BELOW
 HV5198'THE GROUND SURFACE.  IT IS 151.5 FEET EAST-NORTHEAST OF A POWER
 HV5198'LINE POLE, 110.5 FEET NORTHWEST OF A POWER LINE POLE AND 69 FEET
 HV5198'NORTH OF THE CENTER OF A PAVED ROAD.
 HV5198'
 HV5198'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRFAX NO 2 1942, SET
 HV5198'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HV5198'8-INCHES.  IT IS 17 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 11
 HV5198'FEET SOUTHWEST OF A POWER LINE POLE.
 HV5198'
 HV5198'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FAIRFAX 2 NO 3 1966, SET
 HV5198'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 HV5198'8-INCHES.  IT IS 25 FEET EAST OF A POWER LINE POLE, 23 FEET NORTH
 HV5198'OF THE CENTER OF A PAVED ROAD AND 1.7 FEET NORTH-NORTHEAST OF A
 HV5198'METAL WITNESS SIGN POST.
 HV5198'
 HV5198'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 1966, SET IN
 HV5198'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 HV5198'4-INCHES.  IT IS 27 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 22 FEET
 HV5198'EAST OF THE CENTER OF STATE HIGHWAY 123 AND 1.7 FEET WEST OF A
 HV5198'METAL WITNESS SIGN POST.
 HV5198
 HV5198                          STATION RECOVERY (1966)
 HV5198
 HV5198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HV5198'RECOVERED IN GOOD CONDITION.
 HV5198
 HV5198                          STATION RECOVERY (1969)
 HV5198
 HV5198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5198'THE STATION MARK, REFERENCE MARKS 2, 3, THE AZIMUTH MARK, FAIRFAX
 HV5198'1943, AND FAIRFAX 2 RM A 1966 WERE RECOVERED IN GOOD CONDITION.
 HV5198'HOWEVER, A DIFFERENCE OF 19.1 MILLIMETERS WAS NOTED IN THE TRAVERSE
 HV5198'DISTANCE TO FAIRFAX 1943, A DIFFERENCE OF 6.3 MILLIMETERS WAS
 HV5198'NOTED IN THE TRAVERSE DISTANCE TO FAIRFAX 2 RM A 1966, AND THE
 HV5198'ANGLE TO REFERENCE MARK 1 HAD NOT BEEN PREVIOUSLY MEASURED.
 HV5198'FOLLOWING IS A NEW DESCRIPTION.
 HV5198'
 HV5198'THE STATION IS ABOUT 9-3/4 MILES NORTHWEST OF WOODBRIDGE, 4-1/2 MILES
 HV5198'SOUTH OF FAIRFAX, AND ON PROPERTY OWNED BY THE VIRGINIA LAND
 HV5198'COMPANY.
 HV5198'
 HV5198'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHERLY
 HV5198'ON STATE HIGHWAY 123 FOR 4.3 MILES TO A 3-WAY FORK.  (TO REACH THE
 HV5198'AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK AND CONTINUE
 HV5198'SOUTHERLY ON STATE HIGHWAY 123 FOR 0.25 MILE TO THE MARK ON THE
 HV5198'LEFT.) TAKE THE RIGHT FORK AND GO NORTHWEST ON CHAPEL ROAD FOR
 HV5198'0.05 MILE TO THE STATION ON THE RIGHT.
 HV5198'
 HV5198'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 1966, SET IN
 HV5198'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV5198'18 INCHES BELOW THE GROUND SURFACE.  IT IS 152 FEET EAST OF A POWER
 HV5198'LINE POLE, 107.8 FEET NORTHWEST OF A POWER LINE POLE, AND 70.0
 HV5198'FEET NORTH OF THE CENTERLINE OF CHAPEL ROAD.
 HV5198'
 HV5198'FAIRFAX 1943 IS A STANDARD DISK, STAMPED FAIRFAX 1942, SET IN THE
 HV5198'TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE
 HV5198'THE GROUND.  IT IS 49.0 FEET SOUTHWEST OF THE CENTERLINE OF CHAPEL
 HV5198'ROAD, 36.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND
 HV5198'1.5 FEET NORTH OF A WITNESS POST.
 HV5198'
 HV5198'FAIRFAX 2 RM A 1966 IS A STANDARD DISK, STAMPED FAIRFAX 2 RM A 1966
 HV5198'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5198'IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 65.0 FEET EAST OF A
 HV5198'POWER LINE POLE AND 43.0 FEET NORTHWEST OF THE CENTERLINE OF
 HV5198'CHAPEL ROAD.
 HV5198'
 HV5198'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRFAX NO 1 1942, SET
 HV5198'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 HV5198'ABOVE THE GROUND.  IT IS 112.0 FEET WEST OF A POWER LINE POLE,
 HV5198'23.0 FEET NORTH OF THE CENTERLINE OF CHAPEL ROAD, AND ABOUT 2 FEET
 HV5198'HIGHER IN ELEVATION THAN THE STATION.
 HV5198'
 HV5198'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRFAX NO 2 1942, SET
 HV5198'IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE
 HV5198'THE GROUND.  IT IS 17.0 FEET NORTH OF THE CENTERLINE OF CHAPEL
 HV5198'ROAD, 11.5 FEET SOUTHWEST OF A POWER LINE POLE, AND ABOUT 6 FEET
 HV5198'LOWER IN ELEVATION THAN THE STATION.
 HV5198'
 HV5198'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FAIRFAX 2 NO 3 1966,
 HV5198'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5198'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 24.0 FEET NORTH OF THE
 HV5198'CENTERLINE OF CHAPEL ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND
 HV5198'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 HV5198'
 HV5198'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 1966, SET IN
 HV5198'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HV5198'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 27.0 FEET EAST OF THE
 HV5198'CENTERLINE OF STATE HIGHWAY 123, 23.0 FEET SOUTH OF THE CENTERLINE
 HV5198'OF A DRIVEWAY, AND 1.7 FEET WEST OF A WITNESS POST.
 HV5198'
 HV5198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SOUTH
 HV5198'OF FAIRFAX.
 HV5198
 HV5198                          STATION RECOVERY (1979)
 HV5198
 HV5198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HV5198'THE STATION MARK, REFERENCE MARK A, REFERENCE MARK 1, REFERENCE MARK
 HV5198'2, REFERENCE MARK 3, AZIMUTH MARK AND FAIRFAX 1943 WERE RECOVERED IN
 HV5198'GOOD CONDITION.  REFERENCE MARK 3 WAS DESTROYED AT THE REQUEST OF
 HV5198'THE DEPARTMENT OF TRANSPORTATION AND REFERENCE MARK 4 WAS
 HV5198'ESTABLISHED.  THE DISTANCES AND DIRECTIONS WERE COMPAIRED TO THE
 HV5198'1969 RECOVERY.  THE DISTANCE TO REFERENCE MARK A WAS FOUND LONGER
 HV5198'BY 0.003 METERS AND THE DIRECTION GREATER BY 46.8 SECONDS.  THE
 HV5198'DISTANCE TO REFERENCE 1 WAS FOUND SHORTER BY 0.063 METERS AND THE
 HV5198'DIRECTION GREATER BY 13 SECONDS.  THE DISTANCE TO REFERENCE MARK 2
 HV5198'WAS FOUND TO BE LONGER BY 0.003 METERS AND THE DIRECTION GREATER BY
 HV5198'14 SECONDS.  FAIRFAX 1943 WAS OBSTRUCTED BY TREES AT THIS TIME.  THE
 HV5198'DISTANCE FAIRFAX 2 RMA TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.003
 HV5198'METER.  THE DISTANCE FAIRFAX 2 RMA TO REFERENCE MARK 2 WAS FOUND
 HV5198'SHORTER BY 0.106 METERS.  THE DISTANCE FAIRFAX 1943 TO REFERENCE MARK
 HV5198'2 CHECKED.
 HV5198'
 HV5198'A NEW DESCRIPTION FOLLOWS--
 HV5198'
 HV5198'THE STATION IS ABOUT 9-3/4 MILES NORTHWEST OF WOODBRIDGE AND 4-1/2
 HV5198'MILES SOUTHEAST OF FAIRFAX.
 HV5198'
 HV5198'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHEASTERLY
 HV5198'ON STATE HIGHWAY 123 FOR 4.3 MILES TO A 3-WAY FORK.  TAKE THE RIGHT
 HV5198'FORK AND GO WESTERLY ON CHAPEL ROAD, COUNTY ROUTE 641, FOR 0.05 MILE
 HV5198'TO THE STATION ON THE RIGHT AND STATION FAIRFAX 1943 ON THE LEFT.
 HV5198'
 HV5198'THE STATION MARK IS A STANDARD DISK STAMPED---FAIRFAX 2 1966---SET
 HV5198'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12 INCHES IN
 HV5198'DIAMETER AND RECESSED 15 INCHES BELOW THE GROUND SURFACE.  THE
 HV5198'UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 108.5 FEET NORTHWEST OF
 HV5198'TELEPHONE POLE NUMBER 1, 69 FEET NORTH OF THE CENTERLINE OF CHAPEL
 HV5198'ROAD, 5 FEET NORTH OF A BIKE TRAIL AND 2.5 FEET SOUTH-SOUTHWEST OF A
 HV5198'METAL WITNESS POST AND SIGN.
 HV5198'
 HV5198'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---FAIRFAX NO 1 1942---
 HV5198'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HV5198'INCHES.  IT IS 112 FEET WEST OF TELEPHONE POLE NUMBER 1, 50.8 FEET
 HV5198'SOUTH OF THE WITNESS POST, 22.1 FEET SOUTH OF THE CENTERLINE OF CHAPE
 HV5198'ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 HV5198'
 HV5198'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---FAIRFAX NO 2 1942---
 HV5198'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 HV5198'INCHES.  IT IS 16.9 FEET NORTH OF CENTERLINE OF CHAPEL ROAD, 11 FEET
 HV5198'SOUTHWEST OF TELEPHONE POLE NUMBER 2 AND ABOUT 3 FEET LOWER THAN THE
 HV5198'STATION MARK.
 HV5198'
 HV5198'FAIRFAX 2 RM A IS A STANDARD DISK STAMPED---FAIRFAX 2 RM A 1966---
 HV5198'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS RECESSED 18
 HV5198'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK WAS NOT
 HV5198'INSPECTED BUT IS STATED TO BE 44 INCHES BELOW THE SURFACE IN AN
 HV5198'IRREGULAR MASS OF CONCRETE.  THEY ARE 64.5 FEET EAST OF TELEPHONE
 HV5198'POLE NUMBER 2, 44 FEET NORTH OF THE CENTERLINE OF CHAPEL HILL ROAD,
 HV5198'16 FEET NORTH OF OVERHEAD TELEPHONE LINES AND 1.5 FEET SOUTH OF A
 HV5198'METAL WITNESS POST.
 HV5198'
 HV5198'FAIRFAX 1943 IS A STANDARD DISK STAMPED---FAIRFAX 1943---SET IN THE
 HV5198'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 11 INCHES.  THE
 HV5198'UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 73 FEET WEST-NORTHWEST
 HV5198'OF THE NORTHEAST CORNER OF AN ABANDON HOUSE, 36.5 FEET NORTHWEST OF
 HV5198'THE NORTHWEST CORNER OF THE HOUSE, 52 FEET SOUTH-SOUTHWEST OF THE
 HV5198'CENTERLINE OF CHAPEL ROAD, 46.7 FEET NORTH OF A SHED WITH A METAL
 HV5198'ROOF AND 4.2 FEET NORTH OF A METAL WITNESS POST.
 HV5198'
 HV5198'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---FAIRFAX 2 1966---SET
 HV5198'IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12-INCHES IN
 HV5198'DIAMETER AND PROJECTS 2-INCHES.  IT IS 40.5 FEET SOUTH OF A MAIL BOX
 HV5198'NUMBERED 6439 OX RD, 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 HV5198'DRIVEWAY, 22 FEET EAST OF THE CENTERLINE OF STATE ROUTE 123 AND 1.5
 HV5198'FEET WEST OF A METAL WITNESS POST AND SIGN.
 HV5198'
 HV5198'TO REACH THE AZIMUTH MARK FROM THE 3-WAY FORK, CONTINUE SOUTH
 HV5198'EASTERLY ON STATE ROUTE 123 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 HV5198'
 HV5198'REFERENCE MARK 2 IS THE ONLY MARK THAT IS VISIBLE FROM STATION
 HV5198'FAIRFAX 1943 AT THIS TIME DUE TO TREES.
 HV5198
 HV5198                          STATION RECOVERY (1992)
 HV5198
 HV5198'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5198'THE STATION IS ABOUT 9.75 MILES (15.69 KM) NORTHWEST OF WOODBRIDGE
 HV5198'AND 4.5 MILES (7.2 KM) SOUTHEAST OF FAIRFAX.  TO REACH THE STATION
 HV5198'FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHEASTERLY ON STATE HIGHWAY 123
 HV5198'FOR 4.3 MILES (6.9 KM) TO A 3-WAY FORK.  TAKE THE RIGHT FORK AND GO
 HV5198'WESTERLY ON CHAPEL ROAD, COUNTY ROUTE 641, FOR 0.05 MILE (0.08 KM) TO
 HV5198'THE STATION ON THE RIGHT AND STATION ON THE LEFT, IN TOP OF A
 HV5198'CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER AND RECESSED 15
 HV5198'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK WAS NOT
 HV5198'INSPECTED.  THEY ARE 108.5 FEET (33.1 M) NORTHWEST OF TELEPHONE POLE
 HV5198'NUMBER 1, 69 FEET (21.0 M) NORTH OF THE CENTERLINE OF CHAPEL ROAD, 5
 HV5198'FEET (1.5 M) NORTH OF A BIKE TRAIL AND 2.5 FEET (0.8 M)
 HV5198'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 HV5198
 HV5198                          STATION RECOVERY (2002)
 HV5198
 HV5198'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 HV5198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5200 ***********************************************************************
 HV5200  DESIGNATION -  FAIRFAX 2 RM A
 HV5200  PID         -  HV5200
 HV5200  STATE/COUNTY-  VA/FAIRFAX
 HV5200  USGS QUAD   -  FAIRFAX (1994)
 HV5200
 HV5200                         *CURRENT SURVEY CONTROL
 HV5200  ___________________________________________________________________
 HV5200* NAD 83(1993)-  38 46 54.52907(N)    077 19 43.13217(W)     ADJUSTED  
 HV5200* NAVD 88     -       136.1    (meters)     447.     (feet)  VERTCON   
 HV5200  ___________________________________________________________________
 HV5200  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HV5200  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV5200
 HV5200  HORZ ORDER  -  FIRST
 HV5200
 HV5200.The horizontal coordinates were established by classical geodetic methods
 HV5200.and adjusted by the National Geodetic Survey in November 1994..
 HV5200
 HV5200.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5200
 HV5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5200
 HV5200.The geoid height was determined by GEOID03.
 HV5200
 HV5200;                    North         East     Units Scale Factor Converg.
 HV5200;SPC VA N     - 2,124,429.868 3,601,773.326   MT  0.99995248   +0 43 51.8
 HV5200;SPC VA N     - 6,969,900.33 11,816,817.99   sFT  0.99995248   +0 43 51.8
 HV5200;UTM  18      - 4,295,140.040   297,728.367   MT  1.00010384   -1 27 32.6
 HV5200
 HV5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5200!SPC VA N     -   0.99998365  x   0.99995248  =   0.99993613
 HV5200!UTM  18      -   0.99998365  x   1.00010384  =   1.00008749
 HV5200
 HV5200|---------------------------------------------------------------------|
 HV5200| PID    Reference Object                     Distance      Geod. Az  |
 HV5200|                                                           dddmmss.s |
 HV5200| HV5198 FAIRFAX 2                            26.359 METERS 08846     |
 HV5200| DC6255 FAIRFAX RM 1                         22.683 METERS 12228     |
 HV5200| HV5179 FAIRFAX                              28.666 METERS 18851     |
 HV5200| DC6256 FAIRFAX RM 2                         22.304 METERS 26442     |
 HV5200| HV5119 OXROAD                              APPROX.11.4 KM 3421717.0 |
 HV5200| HV5197 FAIRFAX STA RAD STA WEZR MAST       APPROX. 0.7 KM 3533757.1 |
 HV5200|---------------------------------------------------------------------|
 HV5200
 HV5200                          SUPERSEDED SURVEY CONTROL
 HV5200
 HV5200  NAD 83(1993)-  38 46 54.52780(N)    077 19 43.13798(W) AD(       ) 1
 HV5200  NAD 83(1986)-  38 46 54.52815(N)    077 19 43.14519(W) AD(       ) 1
 HV5200  NAD 27      -  38 46 54.11987(N)    077 19 44.19560(W) AD(       ) 1
 HV5200  NGVD 29 (07/19/86)  136.3    (m)          447.     (f) VERT ANG       
 HV5200
 HV5200.Superseded values are not recommended for survey control.
 HV5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5200.See file dsdata.txt to determine how the superseded data were derived.
 HV5200
 HV5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9772895140(NAD 83)
 HV5200_MARKER: DS = TRIANGULATION STATION DISK
 HV5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5200
 HV5200  HISTORY     - Date     Condition        Report By
 HV5200  HISTORY     - 1966     MONUMENTED       CGS
 HV5200  HISTORY     - 1969     GOOD             CGS
 HV5200
 HV5200                          STATION DESCRIPTION
 HV5200
 HV5200'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 HV5200'THE STATION IS LOCATED 9-3/4 MILES NORTHWEST OF WOODBRIDGE AND 4-1/2
 HV5200'MILES SOUTH-SOUTHWEST OF FAIRFAX, ON PROPERTY OWNED BY MR. CALVIN
 HV5200'H. HALEY.
 HV5200'
 HV5200'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 RM A 1966, SET
 HV5200'IN TOP OF A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER THAT IS
 HV5200'18-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 44.5 FEET
 HV5200'NORTH-NORTHEAST OF THE CENTER OF A PAVED ROAD AND 66 FEET EAST OF
 HV5200'A POWER LINE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV5200'MASS OF CONCRETE ABOUT 44--INCHES BELOW THE SURFACE OF THE
 HV5200'GROUND.
 HV5200'
 HV5200'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FAIRFAX 2,
 HV5200'DISTANCE BEING 26.3585 METERS (86.478) FEET EAST.
 HV5200'
 HV5200'TO REACH STATION FAIRFAX 2 1966 FROM THE COURTHOUSE IN FAIRFAX,
 HV5200'GO SOUTH-WESTERLY ON STATE HIGHWAY 123 FOR 3.4 MILES TO A BRIDGE OVER
 HV5200'THE RAILROAD TRACKS.  CONTINUE ON STATE HIGHWAY 123 FOR 0.9 MILES TO
 HV5200'ROAD FORKS.  (TAKE LEFT FORK, STATE HIGHWAY 123 AND GO 0.25 MILE TO
 HV5200'THE AZIMUTH MARK ON THE LEFT.) TAKE RIGHT FORK AND GO 0.05 MILE
 HV5200'TO THE STATION ON THE RIGHT.
 HV5200'
 HV5200'HEIGHT OF TELESCOPE USED WAS 28.26 METERS.
 HV5200
 HV5200                          STATION RECOVERY (1969)
 HV5200
 HV5200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5200'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  HOWEVER, A
 HV5200'DIFFERENCE OF 6.3 MILLIMETERS WAS NOTED IN THE TRAVERSE DISTANCE TO
 HV5200'FAIRFAX 2 1966 AND THE ANGLES TO THE EXISTING MARKS HAD NOT BEEN
 HV5200'OBSERVED FROM THIS STATION.  FOLLOWING IS A NEW DESCRIPTION.
 HV5200'
 HV5200'THE STATION IS ABOUT 9-3/4 MILES NORTHWEST OF WOODBRIDGE, 4-1/2 MILES
 HV5200'SOUTH OF FAIRFAX, AND ON PROPERTY OWNED BY THE VIRGINIA LAND
 HV5200'COMPANY.
 HV5200'
 HV5200'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHERLY ON
 HV5200'STATE HIGHWAY 123 FOR 4.3 MILES TO A 3-WAY FORK.  TAKE THE RIGHT
 HV5200'FORK AND GO NORTHWEST ON CHAPEL ROAD FOR 0.05 MILE TO THE STATION ON
 HV5200'THE RIGHT.
 HV5200'
 HV5200'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRFAX 2 RM A 1966, SET
 HV5200'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HV5200'18 INCHES BELOW THE GROUND SURFACE.  IT IS 65.0 FEET EAST OF A
 HV5200'POWER LINE POLE AND 43.0 FEET NORTHWEST OF THE CENTERLINE OF CHAPEL
 HV5200'ROAD.
 HV5200'
 HV5200'FAIRFAX 2 1966 IS A STANDARD DISK, STAMPED FAIRFAX 2 1966, SET IN THE
 HV5200'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 18
 HV5200'INCHES BELOW THE GROUND SURFACE.  IT IS 152.0 FEET EAST OF A POWER
 HV5200'LINE POLE, 107.8 FEET NORTHWEST OF A POWER LINE POLE, AND 70.0
 HV5200'FEET NORTH OF THE CENTERLINE OF CHAPEL ROAD.
 HV5200'
 HV5200'FAIRFAX 1943 IS A STANDARD DISK, STAMPED FAIRFAX 1942, SET IN THE TOP
 HV5200'OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE THE
 HV5200'GROUND.  IT IS 49.0 FEET SOUTHWEST OF THE CENTERLINE OF CHAPEL
 HV5200'ROAD, 36.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND
 HV5200'1.5 FEET NORTH OF A WITNESS POST.
 HV5200'
 HV5200'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRFAX NO 1 1942, SET
 HV5200'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 HV5200'ABOVE THE GROUND.  IT IS 112.0 FEET WEST OF A POWER LINE POLE, 23.0
 HV5200'FEET NORTH OF THE CENTERLINE OF CHAPEL ROAD, AND ABOUT 2 FEET
 HV5200'HIGHER IN ELEVATION THAN THE STATION.
 HV5200'
 HV5200'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRFAX NO 2 1942, SET
 HV5200'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 HV5200'ABOVE THE GROUND.  IT IS 17.0 FEET NORTH OF THE CENTERLINE OF
 HV5200'CHAPEL ROAD, 11.5 FEET SOUTHWEST OF A POWER LINE POLE, AND ABOUT 4
 HV5200'FEET LOWER IN ELEVATION THAN THE STATION.
 HV5200'
 HV5200'RESULTS OF A SECOND ORDER TRAVERSE.
 HV5200'
 HV5200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SOUTH
 HV5200'OF FAIRFAX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5195 ***********************************************************************
 HV5195  DESIGNATION -  FAIRFAX BAP CH SPIRE
 HV5195  PID         -  HV5195
 HV5195  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5195  USGS QUAD   -  FAIRFAX (1994)
 HV5195
 HV5195                         *CURRENT SURVEY CONTROL
 HV5195  ___________________________________________________________________
 HV5195* NAD 83(1993)-  38 51 03.86143(N)    077 19 07.46343(W)     ADJUSTED  
 HV5195* NAVD 88     -                                                        
 HV5195  ___________________________________________________________________
 HV5195  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HV5195  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV5195
 HV5195  HORZ ORDER  -  THIRD
 HV5195
 HV5195.The horizontal coordinates were established by classical geodetic methods
 HV5195.and adjusted by the National Geodetic Survey in November 1994..
 HV5195
 HV5195
 HV5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5195
 HV5195.The geoid height was determined by GEOID03.
 HV5195
 HV5195;                    North         East     Units Scale Factor Converg.
 HV5195;SPC VA N     - 2,132,128.489 3,602,535.212   MT  0.99995667   +0 44 14.1
 HV5195;SPC VA N     - 6,995,158.22 11,819,317.61   sFT  0.99995667   +0 44 14.1
 HV5195;UTM  18      - 4,302,805.027   298,784.203   MT  1.00009859   -1 27 18.1
 HV5195
 HV5195                          SUPERSEDED SURVEY CONTROL
 HV5195
 HV5195  NAD 83(1993)-  38 51 03.85608(N)    077 19 07.46142(W) AD(       ) 4
 HV5195  NAD 83(1986)-  38 51 03.86774(N)    077 19 07.48737(W) AD(       ) 4
 HV5195  NAD 27      -  38 51 03.47084(N)    077 19 08.54884(W) AD(       ) 3
 HV5195
 HV5195.Superseded values are not recommended for survey control.
 HV5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5195.See file dsdata.txt to determine how the superseded data were derived.
 HV5195
 HV5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9878402805(NAD 83)
 HV5195_MARKER: 90 = CHURCH SPIRE
 HV5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5195+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 HV5195
 HV5195  HISTORY     - Date     Condition        Report By
 HV5195  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5195  HISTORY     - 20031107 GOOD             GEOCAC
 HV5195  HISTORY     - 20050722 GOOD             USPSQD
 HV5195
 HV5195                          STATION DESCRIPTION
 HV5195
 HV5195'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5195'STATION IS THE CENTER OF THE TOP OF THE 70 FOOT TALL SPIRE ON
 HV5195'THE FAIRFAX BAPTIST CHURCH.  IT IS LOCATED AT THE INTERSECTION OF
 HV5195'ROUTE 236 AND WALNUT STREET, 0.8 MILE NW OF THE INTERSECTION OF
 HV5195'ROUTES 123 AND 236 IN FAIRFAX.
 HV5195
 HV5195                          STATION RECOVERY (2003)
 HV5195
 HV5195'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV5195'RECOVERED IN GOOD CONDITION.
 HV5195
 HV5195                          STATION RECOVERY (2005)
 HV5195
 HV5195'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HV5195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5120 ***********************************************************************
 HV5120  DESIGNATION -  FAIRFAX CO PENDERWOOD SPIPE
 HV5120  PID         -  HV5120
 HV5120  STATE/COUNTY-  VA/FAIRFAX
 HV5120  USGS QUAD   -  VIENNA (1994)
 HV5120
 HV5120                         *CURRENT SURVEY CONTROL
 HV5120  ___________________________________________________________________
 HV5120* NAD 83(1993)-  38 52 46.83594(N)    077 22 06.29367(W)     ADJUSTED  
 HV5120* NAVD 88     -                                                        
 HV5120  ___________________________________________________________________
 HV5120  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HV5120  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV5120
 HV5120  HORZ ORDER  -  THIRD
 HV5120
 HV5120.The horizontal coordinates were established by classical geodetic methods
 HV5120.and adjusted by the National Geodetic Survey in November 1994..
 HV5120
 HV5120
 HV5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5120
 HV5120.The geoid height was determined by GEOID03.
 HV5120
 HV5120;                    North         East     Units Scale Factor Converg.
 HV5120;SPC VA N     - 2,135,249.215 3,598,184.424   MT  0.99995883   +0 42 22.5
 HV5120;SPC VA N     - 7,005,396.80 11,805,043.40   sFT  0.99995883   +0 42 22.5
 HV5120;UTM  18      - 4,306,090.437   294,555.368   MT  1.00011976   -1 29 13.7
 HV5120
 HV5120                          SUPERSEDED SURVEY CONTROL
 HV5120
 HV5120  NAD 83(1993)-  38 52 46.83518(N)    077 22 06.29809(W) AD(       ) 4
 HV5120  NAD 83(1986)-  38 52 46.83525(N)    077 22 06.30598(W) AD(       ) 4
 HV5120  NAD 27      -  38 52 46.43308(N)    077 22 07.35146(W) AD(       ) 3
 HV5120
 HV5120.Superseded values are not recommended for survey control.
 HV5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5120.See file dsdata.txt to determine how the superseded data were derived.
 HV5120
 HV5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9455506090(NAD 83)
 HV5120_MARKER: 52 = STANDPIPE TANK
 HV5120
 HV5120  HISTORY     - Date     Condition        Report By
 HV5120  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5120
 HV5120                          STATION DESCRIPTION
 HV5120
 HV5120'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5120'2.5 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 50 AND U.S. HIGHWAYS
 HV5120'29 AND 211, 0.85 MILE NORTH OF U.S. HIGHWAY 50, AND 160 FEET EAST
 HV5120'OF WEST OX ROAD.
 HV5120'
 HV5120'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OXROAD
 HV5120'1966, DISTANCE BEING 71.65 FEET (21.839 METERS) EAST OF STATION
 HV5120'OXROAD 1966.  THE STATION IS THE CENTER OF A 75 FOOT TALL STANDPIPE
 HV5120'OWNED BY THE FAIRFAX COUNTY WATER AUTHORITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 UA0015 ***********************************************************************
 UA0015  CBN         -  This is a Cooperative Base Network Control Station.
 UA0015  DESIGNATION -  FAIRFAX COUNTY 12000
 UA0015  PID         -  UA0015
 UA0015  STATE/COUNTY-  VA/FAIRFAX
 UA0015  USGS QUAD   -  FAIRFAX (1994)
 UA0015
 UA0015                         *CURRENT SURVEY CONTROL
 UA0015  ___________________________________________________________________
 UA0015* NAD 83(1993)-  38 51 16.61275(N)    077 21 18.89068(W)     ADJUSTED  
 UA0015* NAVD 88     -       128.3    (meters)     421.     (feet)  GPS OBS   
 UA0015  ___________________________________________________________________
 UA0015  X           -   1,088,735.782 (meters)                     COMP
 UA0015  Y           -  -4,852,915.713 (meters)                     COMP
 UA0015  Z           -   3,979,821.672 (meters)                     COMP
 UA0015  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 UA0015  ELLIP HEIGHT-          96.47  (meters)          (07/14/04) GPS OBS
 UA0015  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 UA0015
 UA0015  HORZ ORDER  -  B
 UA0015  ELLP ORDER  -  THIRD     CLASS II
 UA0015
 UA0015.The horizontal coordinates were established by GPS observations
 UA0015.and adjusted by the National Geodetic Survey in June 1994..
 UA0015
 UA0015.The orthometric height was determined by GPS observations and a
 UA0015.high-resolution geoid model.
 UA0015
 UA0015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 UA0015
 UA0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 UA0015
 UA0015.The ellipsoidal height was determined by GPS observations
 UA0015.and is referenced to NAD 83.
 UA0015
 UA0015.The geoid height was determined by GEOID03.
 UA0015
 UA0015;                    North         East     Units Scale Factor Converg.
 UA0015;SPC VA N     - 2,132,481.507 3,599,361.563   MT  0.99995692   +0 42 52.1
 UA0015;SPC VA N     - 6,996,316.41 11,808,905.39   sFT  0.99995692   +0 42 52.1
 UA0015;UTM  18      - 4,303,279.266   295,625.909   MT  1.00011436   -1 28 41.0
 UA0015
 UA0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 UA0015!SPC VA N     -   0.99998486  x   0.99995692  =   0.99994178
 UA0015!UTM  18      -   0.99998486  x   1.00011436  =   1.00009922
 UA0015
 UA0015                          SUPERSEDED SURVEY CONTROL
 UA0015
 UA0015  ELLIP H (08/14/01)   96.47   (m)                       GP(       ) 4 1
 UA0015  ELLIP H (06/29/94)   96.48   (m)                       GP(       ) 4 1
 UA0015  NAD 83(1993)-  38 51 16.61276(N)    077 21 18.89067(W) AD(       ) B
 UA0015  ELLIP H (04/04/94)   96.48   (m)                       GP(       ) 4 1
 UA0015  NGVD 29 (05/30/95)  128.5    (m)          422.     (f) GPS OBS        
 UA0015
 UA0015.Superseded values are not recommended for survey control.
 UA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UA0015.See file dsdata.txt to determine how the superseded data were derived.
 UA0015
 UA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9562603279(NAD 83)
 UA0015_MARKER: I = METAL ROD
 UA0015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 UA0015_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 UA0015_STAMPING: FAIRFAX COUNTY 12000 1993
 UA0015_MARK LOGO: NGS   
 UA0015_PROJECTION: FLUSH
 UA0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 UA0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 UA0015+STABILITY: POSITION/ELEVATION WELL
 UA0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 UA0015+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 UA0015_ROD/PIPE-DEPTH: 14.6 meters
 UA0015_SLEEVE-DEPTH  : 1.0 meters
 UA0015
 UA0015  HISTORY     - Date     Condition        Report By
 UA0015  HISTORY     - 1993     MONUMENTED       NGS
 UA0015  HISTORY     - 19940310 GOOD             GEOMET
 UA0015  HISTORY     - 20000317 GOOD             RICE
 UA0015  HISTORY     - 20030910 GOOD             BOWMAN
 UA0015  HISTORY     - 20040206 GOOD             BOWMAN
 UA0015
 UA0015                          STATION DESCRIPTION
 UA0015
 UA0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 UA0015'STATION IS LOCATED AT THE FAIRFAX COUNTY GOVERNMENT BUILDING, FAIRFAX
 UA0015'VA. OWNERSHIP--FAIRFAX COUNTY GOVERNMENT, YOGENDRA P. SINGH, PROJECT
 UA0015'MANAGER GIS PHOTOGRAMMETRIC SURVEYS AND MAPPING. PHONE--703-324-3882.
 UA0015'CONTACT PRIOR TO OBSERVATIONS.
 UA0015'TO REACH THE STATION FROM THE JUNCTION OF I-66 EASTBOUND LANES AND THE
 UA0015'STATE HIGHWAY 28 OVERPASS WEST OF FAIRFAX, GO EAST ON I-66 FOR 2.2 MI
 UA0015'(3.5 KM) TO THE JUNCTION OF COUNTY ROAD 7100 (FAIRFAX COUNTY PARKWAY)
 UA0015', EXIT 55.  TURN RIGHT ON COUNTY ROAD 7100 AND GO 0.6 MI (1.0 KM) TO
 UA0015'THE JUNCTION OF COUNTY ROAD 7700 (FAIR LAKES PARKWAY).  TURN RIGHT ON
 UA0015'COUNTY ROAD 7700 AND GO 0.65 MI (1.05 KM) TO THE JUNCTION OF WEST OX
 UA0015'ROAD. CONTINUE ON COUNTY ROAD 7700 FOR 0.3 MI (0.5 KM) TO A CROSS
 UA0015'STREET (MONUMENT DRIVE).  TURN RIGHT ON MONUMENT DRIVE AND GO 0.4 MI
 UA0015'(0.6 KM) TO GOVERNMENT CENTER PARKWAY.  TURN RIGHT ON GOVERNMENT
 UA0015'CENTER PARKWAY AND GO 0.1 MI (0.2 KM) TO A SIGN AND ENTRANCE DRIVE ON
 UA0015'THE LEFT FOR THE FAIRFAX COUNTY CENTER BUILDING. TURN LEFT AND GO
 UA0015'0.15 MI (0.24 KM) ALONG DRIVE TO A GRAVEL TRAIL JUST BEFORE AN
 UA0015'UNDERGROUND PARKING ENTRANCE.  PROCEED ACROSS CURB FOLLOWING THE
 UA0015'GRAVEL TRAIL WITH A SMALL HOLDING POND ON THE RIGHT UNTIL IT
 UA0015'INTERSECTS WITH AN ASPHALT BIKE (JOGGING) TRAIL.  TURN LEFT ON THE
 UA0015'BIKE (JOGGING) TRAIL BEARING AROUND THE NORTHEAST WING OF CURVED
 UA0015'BUILDING FOR APPROXIMATELY 0.05 MI (0.08 KM) TO THE INTERSECTION OF A
 UA0015'CROSSING ASPHALT BIKE (JOGGING)TRAIL.  TURN RIGHT ON THE CROSSING
 UA0015'BIKE (JOGGING) TRAIL AND GO APPROXIMATELY 75 M (246.1 FT) TO THE
 UA0015'STATION ON THE RIGHT.
 UA0015'ACCESS TO THE STATION IS HAD THROUGH A 5-INCH LOGO CAP FLUSH WITH THE
 UA0015'GROUND.  LOCATED 51.9 M (170.3 FT) SOUTHEAST FROM THE SOUTHEAST
 UA0015'CORNER OF THE NORTH CURVED WING OF BUILDING, 11.2 M (36.7 FT) WEST
 UA0015'FROM THE CENTER OF A MANHOLE COVER IN SIDEWALK, 7.2 M (23.6 FT) WEST
 UA0015'NORTHWEST FROM THE CENTER OF ASPHALT BIKE PATH, 4.8 M (15.7 FT) NORTH
 UA0015'FROM LAMP STAND ( THE 10TH ONE FROM THE COURTYARD DOORS TO BUILDING),
 UA0015'AND 3.6 M (11.8 FT) NORTH OF THE CENTER OF NORTH SIDE OF CIRCULAR
 UA0015'SIDEWALK.
 UA0015
 UA0015                          STATION RECOVERY (1994)
 UA0015
 UA0015'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 UA0015'RECOVERED AS DESCRIBED.
 UA0015
 UA0015                          STATION RECOVERY (2000)
 UA0015
 UA0015'RECOVERY NOTE BY RICE ASSOCIATES PC 2000 (MB)
 UA0015'RECOVERED AS DESCRIBED.
 UA0015
 UA0015                          STATION RECOVERY (2003)
 UA0015
 UA0015'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2003 (PJT)
 UA0015'RECOVERED AS DESCRIBED
 UA0015
 UA0015                          STATION RECOVERY (2004)
 UA0015
 UA0015'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 UA0015'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4599 ***********************************************************************
 AJ4599  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4599  DESIGNATION -  FAIRFAX COUNTY EAST
 AJ4599  PID         -  AJ4599
 AJ4599  STATE/COUNTY-  VA/FAIRFAX
 AJ4599  USGS QUAD   -  FALLS CHURCH (1994)
 AJ4599
 AJ4599                         *CURRENT SURVEY CONTROL
 AJ4599  ___________________________________________________________________
 AJ4599* NAD 83(1993)-  38 55 43.18409(N)    077 08 47.67513(W)     ADJUSTED  
 AJ4599* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AJ4599  ___________________________________________________________________
 AJ4599  X           -   1,105,247.054 (meters)                     COMP
 AJ4599  Y           -  -4,843,853.102 (meters)                     COMP
 AJ4599  Z           -   3,986,192.210 (meters)                     COMP
 AJ4599  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AJ4599  ELLIP HEIGHT-          52.41  (meters)          (07/14/04) GPS OBS
 AJ4599  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AJ4599
 AJ4599  HORZ ORDER  -  A
 AJ4599  ELLP ORDER  -  THIRD     CLASS II
 AJ4599
 AJ4599.The horizontal coordinates were established by GPS observations
 AJ4599.and adjusted by the National Geodetic Survey in July 2004..
 AJ4599
 AJ4599.The orthometric height was determined by GPS observations and a
 AJ4599.high-resolution geoid model.
 AJ4599
 AJ4599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4599
 AJ4599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4599
 AJ4599.The ellipsoidal height was determined by GPS observations
 AJ4599.and is referenced to NAD 83.
 AJ4599
 AJ4599.The geoid height was determined by GEOID03.
 AJ4599
 AJ4599;                    North         East     Units Scale Factor Converg.
 AJ4599;SPC VA N     - 2,140,946.996 3,617,351.273   MT  0.99996310   +0 50 40.9
 AJ4599;SPC VA N     - 7,024,090.27 11,867,926.63   sFT  0.99996310   +0 50 40.9
 AJ4599;UTM  18      - 4,311,050.941   313,928.424   MT  1.00002635   -1 20 57.1
 AJ4599
 AJ4599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4599!SPC VA N     -   0.99999178  x   0.99996310  =   0.99995488
 AJ4599!UTM  18      -   0.99999178  x   1.00002635  =   1.00001813
 AJ4599
 AJ4599                          SUPERSEDED SURVEY CONTROL
 AJ4599
 AJ4599  NAD 83(1993)-  38 55 43.18411(N)    077 08 47.67526(W) AD(       ) A
 AJ4599  ELLIP H (08/14/01)   52.40   (m)                       GP(       ) 4 1
 AJ4599
 AJ4599.Superseded values are not recommended for survey control.
 AJ4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4599.See file dsdata.txt to determine how the superseded data were derived.
 AJ4599
 AJ4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1392811051(NAD 83)
 AJ4599_MARKER: I = METAL ROD
 AJ4599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4599_STAMPING: EAST
 AJ4599_MARK LOGO: NGS   
 AJ4599_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4599+STABILITY: POSITION/ELEVATION WELL
 AJ4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4599+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AJ4599_ROD/PIPE-DEPTH: 5.5  meters
 AJ4599_SLEEVE-DEPTH  : 1 meters
 AJ4599
 AJ4599  HISTORY     - Date     Condition        Report By
 AJ4599  HISTORY     - 2000     MONUMENTED       WOOLPT
 AJ4599  HISTORY     - 20001002 GOOD             NGS
 AJ4599  HISTORY     - 20030910 GOOD             BOWMAN
 AJ4599
 AJ4599                          STATION DESCRIPTION
 AJ4599
 AJ4599'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (JC)
 AJ4599'THE STATION IS LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF
 AJ4599'FAIRFAX, 5 MI (8.0 KM) SOUTHWEST OF BETHSEDA, AND 1.7 MI (2.7 KM)
 AJ4599'NORTHWEST OF ARLINGTON.  OWNERSHIP-- COUNTY OF FAIRFAX, CONTACT THE
 AJ4599'COUNTY SURVEYOR, PHONE (703) 324-5153, FAX (703) 324-5575.  TO REACH
 AJ4599'THE STATION FROM THE JUNCTION OF THE GEORGE WASHINGTON MEMORIAL
 AJ4599'PARKWAY AND CHAIN BRIDGE ROAD (STATE ROUTE 123) , PROCEED NORTHWEST
 AJ4599'0.10 MI (0.16 KM) ALONG CHAIN BRIDGE ROAD TO THE JUNCTION OF KIRBY
 AJ4599'ROAD (STATE ROUTE 695) ON THE LEFT.  TURN LEFT AND PROCEED SOUTHWEST
 AJ4599'1.3 MI (2.1 KM) ALONG KIRBY ROAD (STATE ROUTE 695) TO THE SOUTHERLY
 AJ4599'ENTRANCE TO THE MARIE BUTLER LEVEN PRESERVE ON THE LEFT.  TURN LEFT
 AJ4599'AND PROCEED 0.25 MI (0.40 KM) ALONG THE ENTRANCE ROAD TO A CABLE GATE
 AJ4599'ON THE RIGHT.  PROCEED SOUTH THROUGH THE GATE AND APPROXIMATELY 0.1 MI
 AJ4599'(0.2 KM) TO THE TOP OF THE RISE AND THE STATION ON THE LEFT.  THE
 AJ4599'STATION IS LOCATED 205.58 FT (62.66 M) SOUTHWEST OF A 4 FT (1.2 M)
 AJ4599'DIAMETER OAK TREE, 197.18 FT (60.10 M) SOUTH OF A CLUSTER OF OAK TREES
 AJ4599'APPROXIMATELY 3 FT (0.9 M) IN DIAMETER, 27.22 FT (8.30 M) NORTHEAST OF
 AJ4599'AN IRON PIN, AND 19.90 FT (6.07 M) NORTH OF ANOTHER IRON PIN.  THE
 AJ4599'STATION IS A PUNCHMARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A
 AJ4599'REFUSAL DEPTH OF 5.5 M (18.0 FT) ENCASED IN A 1.0 M (3.3 FT) FINNED
 AJ4599'SLEEVE FILLED WITH NON-TOXIC GREASE AND RECESSED 6 CM BELOW A STANDARD
 AJ4599'NGS LOGO CAP STAMPED --EAST--, ENCASED IN A 4-INCH PVC PIPE WITH A 0.3
 AJ4599'M (1.0 FT) DIAMETER COLLAR AND IS RECESSED 5 CM BENEATH THE GROUND.
 AJ4599'NOTE-- SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD DUE TO THE SHALLOW
 AJ4599'DEPTH.
 AJ4599
 AJ4599                          STATION RECOVERY (2000)
 AJ4599
 AJ4599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DMM)
 AJ4599'STATION IS LOCATED ON THE MARIE BUTLER LEVEN PRESERVE WICH IS ABOUT 11
 AJ4599'MI (17.7 KM) NORTHEAST OF FAIRFAX, 5 MI (8.0 KM) SOUTHWEST OF BETHESDA
 AJ4599'AND 1.7 MI (2.7 KM) NORTHWEST OF ARLINGTON.  TO REACH FROM THE
 AJ4599'JUNCTION OF THE GEORGE WASHINTON MEMORIAL PARKWAY AND THE CHAIN BRIDGE
 AJ4599'ROAD (STATE ROUTE 123) FOLLOW CHAIN BRIDGE ROAD NORTHERLY FOR 0.1 MI
 AJ4599'(0.2 KM) TO ITS JUNCTION WITH KIRBY ROAD (STATE ROUTE 695) . TURN LEFT
 AJ4599'ONTO KIRBY ROAD AND DRIVE SOUTHWEST FOR 1.3 MI (2.1 KM) TO THE
 AJ4599'SOUTHERLY ENTRANCE OF THE MARIE BUTLER LEVEN PRESERVE ON THE LEFT.
 AJ4599'TURN LEFT AND PROCEED 0.25 MI (0.40 KM) ALONG THE ENTRANCE ROAD TO A
 AJ4599'CABLE GATE ON THE RIGHT.  PROCEED SOUTH THROUGH THE GATE THEN 0.1 MI
 AJ4599'(0.2 KM) TO THE TOP OF A RISE AND THE STATION ON THE LEFT.  IT IS
 AJ4599'LOCATED 205.58 FT (62.66 M) SOUTHWEST OF A 4 FT (1.2 M) DIAMETER OAK
 AJ4599'TREE, 197.18 FT (60.10 M) SOUTH OF A CLUSTER OF 3-FT DIAMETER OAK
 AJ4599'TREES, 27.22 FT (8.30 M) NORTHEAST OF AN IRON PIN AND 19.90 FT (6.07
 AJ4599'M) NORTH OF ANOTHER PIN.
 AJ4599
 AJ4599                          STATION RECOVERY (2003)
 AJ4599
 AJ4599'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2003 (PJT)
 AJ4599'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4594 ***********************************************************************
 AJ4594  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4594  DESIGNATION -  FAIRFAX COUNTY SOUTHWEST
 AJ4594  PID         -  AJ4594
 AJ4594  STATE/COUNTY-  VA/FAIRFAX
 AJ4594  USGS QUAD   -  FAIRFAX (1994)
 AJ4594
 AJ4594                         *CURRENT SURVEY CONTROL
 AJ4594  ___________________________________________________________________
 AJ4594* NAD 83(1993)-  38 46 48.92527(N)    077 22 23.47650(W)     ADJUSTED  
 AJ4594* NAVD 88     -        60.0    (meters)     197.     (feet)  GPS OBS   
 AJ4594  ___________________________________________________________________
 AJ4594  X           -   1,088,335.659 (meters)                     COMP
 AJ4594  Y           -  -4,858,253.658 (meters)                     COMP
 AJ4594  Z           -   3,973,347.243 (meters)                     COMP
 AJ4594  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AJ4594  ELLIP HEIGHT-          28.15  (meters)          (07/14/04) GPS OBS
 AJ4594  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AJ4594
 AJ4594  HORZ ORDER  -  A
 AJ4594  ELLP ORDER  -  THIRD     CLASS II
 AJ4594
 AJ4594.The horizontal coordinates were established by GPS observations
 AJ4594.and adjusted by the National Geodetic Survey in July 2004..
 AJ4594
 AJ4594.The orthometric height was determined by GPS observations and a
 AJ4594.high-resolution geoid model.
 AJ4594
 AJ4594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4594
 AJ4594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4594
 AJ4594.The ellipsoidal height was determined by GPS observations
 AJ4594.and is referenced to NAD 83.
 AJ4594
 AJ4594.The geoid height was determined by GEOID03.
 AJ4594
 AJ4594;                    North         East     Units Scale Factor Converg.
 AJ4594;SPC VA N     - 2,124,208.649 3,597,905.764   MT  0.99995241   +0 42 11.7
 AJ4594;SPC VA N     - 6,969,174.54 11,804,129.16   sFT  0.99995241   +0 42 11.7
 AJ4594;UTM  18      - 4,295,066.774   293,854.552   MT  1.00012333   -1 29 13.0
 AJ4594
 AJ4594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4594!SPC VA N     -   0.99999558  x   0.99995241  =   0.99994799
 AJ4594!UTM  18      -   0.99999558  x   1.00012333  =   1.00011891
 AJ4594
 AJ4594                          SUPERSEDED SURVEY CONTROL
 AJ4594
 AJ4594  NAD 83(1993)-  38 46 48.92531(N)    077 22 23.47659(W) AD(       ) A
 AJ4594  ELLIP H (08/14/01)   28.14   (m)                       GP(       ) 4 1
 AJ4594
 AJ4594.Superseded values are not recommended for survey control.
 AJ4594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4594.See file dsdata.txt to determine how the superseded data were derived.
 AJ4594
 AJ4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9385595067(NAD 83)
 AJ4594_MARKER: I = METAL ROD
 AJ4594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ4594+WITH SETTING: INFORMATION.
 AJ4594_STAMPING: SOUTHWEST
 AJ4594_MARK LOGO: NGS   
 AJ4594_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4594+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2002
 AJ4594_ROD/PIPE-DEPTH: 3.05 meters
 AJ4594_SLEEVE-DEPTH  : 1 meters
 AJ4594
 AJ4594  HISTORY     - Date     Condition        Report By
 AJ4594  HISTORY     - 2000     MONUMENTED       WOOLPT
 AJ4594  HISTORY     - 2001     GOOD             VA-153
 AJ4594  HISTORY     - 20020705 GOOD             DEWDAV
 AJ4594
 AJ4594                          STATION DESCRIPTION
 AJ4594
 AJ4594'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (JC)
 AJ4594'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) NORTHEAST OF
 AJ4594'MANASSAS, 13.5 MI (21.7 KM) WEST OF ALEXANDRIA, AND 13.5 MI (21.7 KM)
 AJ4594'SOUTH OF HERNDON.  OWNERSHIP-- COUNTY OF FAIRFAX, CONTACT THE COUNTY
 AJ4594'SURVEYOR PHONE NUMBER (703) 324-5153.  TO REACH THE STATION FROM THE
 AJ4594'JUNCTION OF STATE ROUTE 29 (LEE HIGHWAY) AND CLIFTON ROAD (COUNTY
 AJ4594'ROUTE 645) , PROCEED EAST 4.3 MI (6.9 KM) ALONG CLIFTON ROAD TO THE
 AJ4594'JUNCTION OF CHAPEL ROAD (COUNTY ROUTE 641) .  TURN LEFT AND PROCEED
 AJ4594'WESTERLY 0.8 MI (1.3 KM) ALONG CHAPEL ROAD TO THE STATION ON THE LEFT.
 AJ4594'THE STATION IS LOCATED APPROXIMATELY 24 FT (7.3 M) EAST OF THE
 AJ4594'CENTERLINE OF CHAPEL ROAD (COUNTY ROUTE 641) , 74.74 FT (22.78 M)
 AJ4594'NORTHEAST OF A WOODEN SPLIT RAIL FENCE, 32.48 FT (9.90 M) SOUTHEAST OF
 AJ4594'UTILITY POLE NUMBER 3751923, AND IS 32.45 FT (9.89 M) SOUTHEAST OF A
 AJ4594'UTILITY POLE GUIDE WIRE.  THE STATION IS A PUNCHMARK ON THE TOP OF A
 AJ4594'STAINLESS STEEL ROD DRIVEN TO A REFUSAL DEPTH OF 3.05 M, (10.01 FT)
 AJ4594'ENCASED IN A 1.0 M (3.3 FT) FINNED SLEEVE FILLED WITH NON-TOXIC GREASE
 AJ4594'AND RECESSED 6 CM BENEATH A STANDARD NGS LOGO CAP STAMPED
 AJ4594'--SOUTHWEST--, ENCASED IN A 4-INCH PVC PIPE WITH A 0.3 M (1.0 FT)
 AJ4594'DIAMETER CONCRETE COLLAR AND IS RECESSED APPROXIMATELY 10 CM BELOW THE
 AJ4594'GROUND.  NOTE-- SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD DUE TO THE
 AJ4594'SHALLOW DEPTH.
 AJ4594
 AJ4594                          STATION RECOVERY (2001)
 AJ4594
 AJ4594'RECOVERY NOTE BY PRINCE WILLIAM COUNTY VIRGINIA 2001 (TRE)
 AJ4594'RECOVERED AS DESCRIBED.
 AJ4594'
 AJ4594
 AJ4594                          STATION RECOVERY (2002)
 AJ4594
 AJ4594'RECOVERY NOTE BY DEWBERRY DAVIS 2002 (CSW)
 AJ4594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ4601 ***********************************************************************
 AJ4601  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4601  DESIGNATION -  FAIRFAX COUNTY WEST
 AJ4601  PID         -  AJ4601
 AJ4601  STATE/COUNTY-  VA/FAIRFAX
 AJ4601  USGS QUAD   -  GAINESVILLE (1994)
 AJ4601
 AJ4601                         *CURRENT SURVEY CONTROL
 AJ4601  ___________________________________________________________________
 AJ4601* NAD 83(1993)-  38 49 31.43288(N)    077 30 04.86857(W)     ADJUSTED  
 AJ4601* NAVD 88     -        59.9    (meters)     197.     (feet)  GPS OBS   
 AJ4601  ___________________________________________________________________
 AJ4601  X           -   1,076,785.930 (meters)                     COMP
 AJ4601  Y           -  -4,857,610.050 (meters)                     COMP
 AJ4601  Z           -   3,977,252.401 (meters)                     COMP
 AJ4601  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AJ4601  ELLIP HEIGHT-          27.98  (meters)          (07/14/04) GPS OBS
 AJ4601  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AJ4601
 AJ4601  HORZ ORDER  -  A
 AJ4601  ELLP ORDER  -  THIRD     CLASS II
 AJ4601
 AJ4601.The horizontal coordinates were established by GPS observations
 AJ4601.and adjusted by the National Geodetic Survey in July 2004..
 AJ4601
 AJ4601.The orthometric height was determined by GPS observations and a
 AJ4601.high-resolution geoid model.
 AJ4601
 AJ4601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4601
 AJ4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4601
 AJ4601.The ellipsoidal height was determined by GPS observations
 AJ4601.and is referenced to NAD 83.
 AJ4601
 AJ4601.The geoid height was determined by GEOID03.
 AJ4601
 AJ4601;                    North         East     Units Scale Factor Converg.
 AJ4601;SPC VA N     - 2,129,090.389 3,586,715.846   MT  0.99995495   +0 37 23.8
 AJ4601;SPC VA N     - 6,985,190.72 11,767,416.90   sFT  0.99995495   +0 37 23.8
 AJ4601;UTM  18      - 4,300,373.823   282,857.283   MT  1.00018065   -1 34 07.8
 AJ4601
 AJ4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4601!SPC VA N     -   0.99999561  x   0.99995495  =   0.99995056
 AJ4601!UTM  18      -   0.99999561  x   1.00018065  =   1.00017626
 AJ4601
 AJ4601                          SUPERSEDED SURVEY CONTROL
 AJ4601
 AJ4601  NAD 83(1993)-  38 49 31.43292(N)    077 30 04.86867(W) AD(       ) A
 AJ4601  ELLIP H (08/14/01)   27.97   (m)                       GP(       ) 4 1
 AJ4601
 AJ4601.Superseded values are not recommended for survey control.
 AJ4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4601.See file dsdata.txt to determine how the superseded data were derived.
 AJ4601
 AJ4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8285700374(NAD 83)
 AJ4601_MARKER: I = METAL ROD
 AJ4601_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4601_STAMPING: WEST
 AJ4601_MARK LOGO: NGS   
 AJ4601_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4601_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ4601+STABILITY: POSITION/ELEVATION WELL
 AJ4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4601+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 AJ4601_ROD/PIPE-DEPTH: 4    meters
 AJ4601_SLEEVE-DEPTH  : 1.0 meters
 AJ4601
 AJ4601  HISTORY     - Date     Condition        Report By
 AJ4601  HISTORY     - 2000     MONUMENTED       WOOLPT
 AJ4601  HISTORY     - 20020124 GOOD             VA-153
 AJ4601  HISTORY     - 20020928 GOOD             NGS
 AJ4601  HISTORY     - 20030910 GOOD             BOWMAN
 AJ4601  HISTORY     - 20050207 GOOD             ENGGRO
 AJ4601  HISTORY     - 20050920 GOOD             GEOMET
 AJ4601
 AJ4601                          STATION DESCRIPTION
 AJ4601
 AJ4601'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (JC)
 AJ4601'THE STATION IS LOCATED APPROXIMATELY 22 MI (35.4 KM) WEST OF
 AJ4601'ALEXANDRIA, 6 MI (9.7 KM) NORTHWEST OF MANASSAS, AND IS 2 MI (3.2 KM)
 AJ4601'NORTHWEST OF INTERSTATE 66.  OWNERSHIP-- COUNTY OF FAIRFAX, CONTACT
 AJ4601'COUNTY SURVEYOR, PHONE (703) 324-5153, FAX (703) 324-5575.  TO REACH
 AJ4601'THE STATION FROM THE JUNCTION OF INTERSTATE 66 AND STATE ROUTE 234,
 AJ4601'PROCEED NORTHWESTERLY 1.25 MI (2.01 KM) ALONG STATE ROUTE 234 TO THE
 AJ4601'JUNCTION OF STATE ROUTE 29.  TURN RIGHT AND PROCEED NORTHEASTERLY 4.0
 AJ4601'MILES (6.4 KM) ALONG STATE ROUTE 29 TO A GRAVEL DRIVE LEADING TO A
 AJ4601'SMALL PARK ON THE LEFT, APPROXIMATELY 300 FT (91.4 M) AFTER CROSSING
 AJ4601'BULL RUN CREEK.  TURN LEFT AND PROCEED EASTERLY 0.1 MI (0.2 KM) TO THE
 AJ4601'NORTHEAST CORNER OF THE PARKING LOT.  CONTINUE NORTHEASTERLY
 AJ4601'APPROXIMATELY 200 FT (61.0 M) TO THE STATION DIRECTLY AHEAD NEAR THE
 AJ4601'JUNCTION OF A POWER LINE AND THE EDGE OF THE WOODS.  THE STATION IS
 AJ4601'LOCATED 72.85 FT (22.20 M) SOUTHWEST OF A TWIN OAK TREE 0.8 FT (24.4
 AJ4601'CM) IN DIAMETER, 44.49 FT (13.56 M) EAST OF A 0.8 FT (24.4 CM)
 AJ4601'DIAMETER PINE TREE, AND 42.40 FT (12.92 M) SOUTHEAST OF A UTILITY POLE
 AJ4601'AND TRANSFORMER.  THE STATION IS A PUNCHMARK ON THE TOP OF A STAINLESS
 AJ4601'STEEL ROD DRIVEN TO A REFUSAL DEPTH OF 2.4 M, (7.9 FT) ENCASED IN A
 AJ4601'1.0 M (3.3 FT) FINNED SLEEVE FILLED WITH NON-TOXIC GREASE AND RECESSED
 AJ4601'8 CM BELOW A STANDARD NGS LOGO CAP STAMPED --WEST--, ENCASED IN A
 AJ4601'4-INCH PVC PIPE WITH A 0.3 M (1.0 FT) DIAMETER CONCRETE COLLAR AND IS
 AJ4601'RECESSED APPROXIMATELY 5 CM BELOW THE GROUND. NOTE-- SEVERAL ATTEMPTS
 AJ4601'TO DRIVE THE ROD WERE MADE DUE TO THE SHALLOW DEPTH.
 AJ4601
 AJ4601                          STATION RECOVERY (2002)
 AJ4601
 AJ4601'RECOVERY NOTE BY PRINCE WILLIAM COUNTY VIRGINIA 2002 (TRE)
 AJ4601'RECOVERED AS DESCRIBED
 AJ4601'
 AJ4601
 AJ4601                          STATION RECOVERY (2002)
 AJ4601
 AJ4601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MEI)
 AJ4601'THE 'PARK' IS A PARKING LOT FOR VISITORS TO SEE THE HISTORIC BRIDGE
 AJ4601'OVER BULL RUN, AND IS PART OF MANASSAS NATIONAL BATTLEFIELD PARK.
 AJ4601
 AJ4601                          STATION RECOVERY (2003)
 AJ4601
 AJ4601'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2003 (PJT)
 AJ4601'RECOVERED AS DESCRIBED
 AJ4601
 AJ4601                          STATION RECOVERY (2005)
 AJ4601
 AJ4601'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BWJ)
 AJ4601'RECOVERED IN GOOD CONDITION.
 AJ4601
 AJ4601                          STATION RECOVERY (2005)
 AJ4601
 AJ4601'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2005 (KRO)
 AJ4601'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5189 ***********************************************************************
 HV5189  DESIGNATION -  FAIRFAX CTHSE CUPOLA
 HV5189  PID         -  HV5189
 HV5189  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5189  USGS QUAD   -  FAIRFAX (1994)
 HV5189
 HV5189                         *CURRENT SURVEY CONTROL
 HV5189  ___________________________________________________________________
 HV5189* NAD 83(1993)-  38 50 44.23155(N)    077 18 26.23653(W)     ADJUSTED  
 HV5189* NAVD 88     -                                                        
 HV5189  ___________________________________________________________________
 HV5189  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HV5189  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV5189
 HV5189  HORZ ORDER  -  THIRD
 HV5189
 HV5189.The horizontal coordinates were established by classical geodetic methods
 HV5189.and adjusted by the National Geodetic Survey in November 1994..
 HV5189
 HV5189
 HV5189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5189
 HV5189.The geoid height was determined by GEOID03.
 HV5189
 HV5189;                    North         East     Units Scale Factor Converg.
 HV5189;SPC VA N     - 2,131,536.096 3,603,537.065   MT  0.99995629   +0 44 39.8
 HV5189;SPC VA N     - 6,993,214.67 11,822,604.52   sFT  0.99995629   +0 44 39.8
 HV5189;UTM  18      - 4,302,174.657   299,762.799   MT  1.00009375   -1 26 51.6
 HV5189
 HV5189                          SUPERSEDED SURVEY CONTROL
 HV5189
 HV5189  NAD 83(1993)-  38 50 44.23046(N)    077 18 26.24103(W) AD(       ) 4
 HV5189  NAD 83(1986)-  38 50 44.23066(N)    077 18 26.24910(W) AD(       ) 4
 HV5189  NAD 27      -  38 50 43.82683(N)    077 18 27.30012(W) AD(       ) 3
 HV5189
 HV5189.Superseded values are not recommended for survey control.
 HV5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5189.See file dsdata.txt to determine how the superseded data were derived.
 HV5189
 HV5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9976302175(NAD 83)
 HV5189_MARKER: 86 = CUPOLA
 HV5189
 HV5189  HISTORY     - Date     Condition        Report By
 HV5189  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5189  HISTORY     - 20031107 GOOD             GEOCAC
 HV5189
 HV5189                          STATION DESCRIPTION
 HV5189
 HV5189'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5189'STATION IS THE FAIRFAX COUNTY COURTHOUSE CUPOLA.  THE CENTER OF THE
 HV5189'TOP OF THE CUPOLA WAS THE POINT INTERSECTED.
 HV5189'
 HV5189'THE COURTHOUSE IS LOCATED AT THE INTERSECTION OF ROUTES 123 AND 236
 HV5189'IN THE TOWN OF FAIRFAX.
 HV5189
 HV5189                          STATION RECOVERY (2003)
 HV5189
 HV5189'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV5189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5192 ***********************************************************************
 HV5192  DESIGNATION -  FAIRFAX E STANDPIPE
 HV5192  PID         -  HV5192
 HV5192  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5192  USGS QUAD   -  FAIRFAX (1994)
 HV5192
 HV5192                         *CURRENT SURVEY CONTROL
 HV5192  ___________________________________________________________________
 HV5192* NAD 83(1993)-  38 50 37.15528(N)    077 16 48.86143(W)     ADJUSTED  
 HV5192* NAVD 88     -                                                        
 HV5192  ___________________________________________________________________
 HV5192  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 HV5192  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HV5192
 HV5192  HORZ ORDER  -  THIRD
 HV5192
 HV5192.The horizontal coordinates were established by classical geodetic methods
 HV5192.and adjusted by the National Geodetic Survey in November 1994..
 HV5192
 HV5192
 HV5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5192
 HV5192.The geoid height was determined by GEOID03.
 HV5192
 HV5192;                    North         East     Units Scale Factor Converg.
 HV5192;SPC VA N     - 2,131,348.767 3,605,887.868   MT  0.99995615   +0 45 40.6
 HV5192;SPC VA N     - 6,992,600.08 11,830,317.11   sFT  0.99995615   +0 45 40.6
 HV5192;UTM  18      - 4,301,897.516   302,105.026   MT  1.00008226   -1 25 50.2
 HV5192
 HV5192                          SUPERSEDED SURVEY CONTROL
 HV5192
 HV5192  NAD 83(1993)-  38 50 37.15397(N)    077 16 48.86582(W) AD(       ) 4
 HV5192  NAD 83(1986)-  38 50 37.15415(N)    077 16 48.87481(W) AD(       ) 4
 HV5192  NAD 27      -  38 50 36.75030(N)    077 16 49.92992(W) AD(       ) 3
 HV5192
 HV5192.Superseded values are not recommended for survey control.
 HV5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5192.See file dsdata.txt to determine how the superseded data were derived.
 HV5192
 HV5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0210501898(NAD 83)
 HV5192_MARKER: 52 = STANDPIPE TANK
 HV5192
 HV5192  HISTORY     - Date     Condition        Report By
 HV5192  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5192  HISTORY     - 20031107 GOOD             GEOCAC
 HV5192
 HV5192                          STATION DESCRIPTION
 HV5192
 HV5192'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5192'1.45 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 123 AND STATE
 HV5192'HIGHWAY 236 AND 0.05 MILE NORTH OF STATE HIGHWAY 236.
 HV5192'
 HV5192'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LAY, DISTANCE
 HV5192'BEING 147.76 FEET (45.037 METERS) NORTH-NORTHWEST OF STATION LAY.
 HV5192'THE STATION IS THE CENTER OF A 75 FOOT TALL STANDPIPE OWNED BY THE
 HV5192'CITY OF FAIRFAX.
 HV5192
 HV5192                          STATION RECOVERY (2003)
 HV5192
 HV5192'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV5192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5185 ***********************************************************************
 HV5185  DESIGNATION -  FAIRFAX METH CH SPIRE
 HV5185  PID         -  HV5185
 HV5185  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5185  USGS QUAD   -  FAIRFAX (1994)
 HV5185
 HV5185                         *CURRENT SURVEY CONTROL
 HV5185  ___________________________________________________________________
 HV5185* NAD 83(1993)-  38 51 27.68508(N)    077 18 11.44548(W)     ADJUSTED  
 HV5185* NAVD 88     -                                                        
 HV5185  ___________________________________________________________________
 HV5185  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 HV5185  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV5185
 HV5185  HORZ ORDER  -  THIRD
 HV5185
 HV5185.The horizontal coordinates were established by classical geodetic methods
 HV5185.and adjusted by the National Geodetic Survey in November 1994..
 HV5185
 HV5185
 HV5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5185
 HV5185.The geoid height was determined by GEOID03.
 HV5185
 HV5185;                    North         East     Units Scale Factor Converg.
 HV5185;SPC VA N     - 2,132,880.536 3,603,876.239   MT  0.99995715   +0 44 49.0
 HV5185;SPC VA N     - 6,997,625.56 11,823,717.29   sFT  0.99995715   +0 44 49.0
 HV5185;UTM  18      - 4,303,505.320   300,153.206   MT  1.00009182   -1 26 43.7
 HV5185
 HV5185                          SUPERSEDED SURVEY CONTROL
 HV5185
 HV5185  NAD 83(1993)-  38 51 27.68416(N)    077 18 11.45001(W) AD(       ) 4
 HV5185  NAD 83(1986)-  38 51 27.68419(N)    077 18 11.45815(W) AD(       ) 4
 HV5185  NAD 27      -  38 51 27.28118(N)    077 18 12.51126(W) AD(       ) 3
 HV5185
 HV5185.Superseded values are not recommended for survey control.
 HV5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5185.See file dsdata.txt to determine how the superseded data were derived.
 HV5185
 HV5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0015303505(NAD 83)
 HV5185_MARKER: 91 = CHURCH CROSS
 HV5185
 HV5185  HISTORY     - Date     Condition        Report By
 HV5185  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5185
 HV5185                          STATION DESCRIPTION
 HV5185
 HV5185'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5185'STATION IS THE CENTER OF THE CROSS ON THE SPIRE OF THE FAIRFAX
 HV5185'METHODIST CHURCH.  THE CROSS HAS AN OVERALL HEIGHT OF ABOUT 75
 HV5185'FEET.  THE CHURCH IS LOCATED AT THE INTERSECTION OF STRATFORD AND
 HV5185'UNIVERSITY STREETS IN FAIRFAX.
 HV5185'
 HV5185'TO REACH FROM THE INTERSECTION OF ROUTES 123 AND 236 IN FAIRFAX, GO
 HV5185'NORTH ON ROUTE 123 FOR 0.7 MILE TO INTERSECTION WITH STRATFORD
 HV5185'STREET.  TURN RIGHT ON STRATFORD AND GO 0.3 MILE TO CHURCH ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5177 ***********************************************************************
 HV5177  DESIGNATION -  FAIRFAX MUN TANK
 HV5177  PID         -  HV5177
 HV5177  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5177  USGS QUAD   -  FAIRFAX (1994)
 HV5177
 HV5177                         *CURRENT SURVEY CONTROL
 HV5177  ___________________________________________________________________
 HV5177* NAD 83(1993)-  38 50 38.22607(N)    077 18 35.62688(W)     ADJUSTED  
 HV5177* NAVD 88     -                                                        
 HV5177  ___________________________________________________________________
 HV5177  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HV5177  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV5177
 HV5177  HORZ ORDER  -  THIRD
 HV5177
 HV5177.The horizontal coordinates were established by classical geodetic methods
 HV5177.and adjusted by the National Geodetic Survey in November 1994..
 HV5177
 HV5177
 HV5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5177
 HV5177.The geoid height was determined by GEOID03.
 HV5177
 HV5177;                    North         East     Units Scale Factor Converg.
 HV5177;SPC VA N     - 2,131,347.991 3,603,313.045   MT  0.99995617   +0 44 34.0
 HV5177;SPC VA N     - 6,992,597.53 11,821,869.55   sFT  0.99995617   +0 44 34.0
 HV5177;UTM  18      - 4,301,995.234   299,531.717   MT  1.00009489   -1 26 57.3
 HV5177
 HV5177                          SUPERSEDED SURVEY CONTROL
 HV5177
 HV5177  NAD 83(1993)-  38 50 38.22493(N)    077 18 35.63169(W) AD(       ) 4
 HV5177  NAD 83(1986)-  38 50 38.22532(N)    077 18 35.63956(W) AD(       ) 4
 HV5177  NAD 27      -  38 50 37.82097(N)    077 18 36.68990(W) AD(       ) 3
 HV5177
 HV5177.Superseded values are not recommended for survey control.
 HV5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5177.See file dsdata.txt to determine how the superseded data were derived.
 HV5177
 HV5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9953201995(NAD 83)
 HV5177_MARKER: 53 = ELEVATED TANK
 HV5177
 HV5177  HISTORY     - Date     Condition        Report By
 HV5177  HISTORY     - 1943     FIRST OBSERVED   CGS
 HV5177  HISTORY     - 1951     GOOD             CGS
 HV5177  HISTORY     - 1952     GOOD             CGS
 HV5177  HISTORY     - 1957     GOOD             CGS
 HV5177  HISTORY     - 1969     GOOD             CGS
 HV5177  HISTORY     - 20051212 MARK NOT FOUND   GEOCAC
 HV5177
 HV5177                          STATION DESCRIPTION
 HV5177
 HV5177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5177'THE TANK IS LOCATED ABOUT 1/2 MILE NW OF THE VILLAGE OF FAIRFAX,
 HV5177'150 FEET E OF A GRAVEL ROAD AND 1/2 MILE W OF PAVED HIGHWAY 123.
 HV5177'
 HV5177'IT WAS CONSTRUCTED IN 1932 AND IS ABOUT 100 FEET HIGH.  IT IS
 HV5177'SUPPORTED BY FOUR STEEL TRUSSWORK LEGS AND IS PAINTED SILVER.
 HV5177'THE OBJECT POINTED ON WAS A SMALL BALL CENTERED AT THE TOP.
 HV5177'
 HV5177'THIS IS AN INTERSECTION STATION.
 HV5177
 HV5177                          STATION RECOVERY (1951)
 HV5177
 HV5177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV5177'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH
 HV5177'THE FOLLOWING EXCEPTION--
 HV5177
 HV5177                          STATION RECOVERY (1952)
 HV5177
 HV5177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SPH)
 HV5177'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 HV5177'IT IS LOCATED 1/2 MILE SW OF THE VILLAGE OF FAIRFAX.
 HV5177
 HV5177                          STATION RECOVERY (1957)
 HV5177
 HV5177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5177'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HV5177'PREVIOUS DESCRIPTION IS ADEQUATE.
 HV5177'
 HV5177'THIS IS AN INTERSECTION STATION.
 HV5177
 HV5177                          STATION RECOVERY (1969)
 HV5177
 HV5177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5177'STATION IS THE FAIRFAX MUNICIPAL WATER TANK.
 HV5177'THE POINT INTERSECTED WAS A SMALL BALL CENTERED AT THE TOP OF THE
 HV5177'TANK.  THE TANK IS A FOUR LEGGED STRUCTURE, GREEN IN COLOR AND
 HV5177'ABOUT 100 FEET HIGH.  IT WAS REPORTED THAT THIS TANK IS SOON TO BE
 HV5177'TORN DOWN.
 HV5177'
 HV5177'FROM THE INTERSECTION OF ROUTES 123 AND 236 IN FAIRFAX, GO SOUTH ON
 HV5177'ROUTE 123 FOR 0.3 MILE TO INTERSECTION WITH JONES STREET.  TURN
 HV5177'RIGHT ON JONES STREET AND GO 0.1 MILE TO TANK WHICH IS ON THE
 HV5177'PROPERTY YARD OF FAIRFAX COUNTY.
 HV5177
 HV5177                          STATION RECOVERY (2005)
 HV5177
 HV5177'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV5177'THERE IS NO TANK STANDING AT THE LOCATION OF THE PUBLISHED
 HV5177'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5178 ***********************************************************************
 HV5178  DESIGNATION -  FAIRFAX RAD STA WEEL W MAST
 HV5178  PID         -  HV5178
 HV5178  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5178  USGS QUAD   -  FAIRFAX (1994)
 HV5178
 HV5178                         *CURRENT SURVEY CONTROL
 HV5178  ___________________________________________________________________
 HV5178* NAD 83(1993)-  38 51 08.13992(N)    077 18 56.61855(W)     ADJUSTED  
 HV5178* NAVD 88     -                                                        
 HV5178  ___________________________________________________________________
 HV5178  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HV5178  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV5178
 HV5178  HORZ ORDER  -  THIRD
 HV5178
 HV5178.The horizontal coordinates were established by classical geodetic methods
 HV5178.and adjusted by the National Geodetic Survey in November 1994..
 HV5178
 HV5178
 HV5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5178
 HV5178.The geoid height was determined by GEOID03.
 HV5178
 HV5178;                    North         East     Units Scale Factor Converg.
 HV5178;SPC VA N     - 2,132,263.777 3,602,794.983   MT  0.99995676   +0 44 20.9
 HV5178;SPC VA N     - 6,995,602.08 11,820,169.87   sFT  0.99995676   +0 44 20.9
 HV5178;UTM  18      - 4,302,930.296   299,048.996   MT  1.00009728   -1 27 11.4
 HV5178
 HV5178                          SUPERSEDED SURVEY CONTROL
 HV5178
 HV5178  NAD 83(1993)-  38 51 08.13881(N)    077 18 56.62312(W) AD(       ) 4
 HV5178  NAD 83(1986)-  38 51 08.13900(N)    077 18 56.63124(W) AD(       ) 4
 HV5178  NAD 27      -  38 51 07.73454(N)    077 18 57.68064(W) AD(       ) 3
 HV5178
 HV5178.Superseded values are not recommended for survey control.
 HV5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5178.See file dsdata.txt to determine how the superseded data were derived.
 HV5178
 HV5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9904902930(NAD 83)
 HV5178_MARKER: 42 = RADIO/TV MAST
 HV5178
 HV5178  HISTORY     - Date     Condition        Report By
 HV5178  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV5178  HISTORY     - 1969     GOOD             CGS
 HV5178
 HV5178                          STATION DESCRIPTION
 HV5178
 HV5178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5178'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY
 HV5178'OF FAIRFAX.  IT IS OF STEEL CONSTRUCTION, PAINTED RED AND
 HV5178'WHITE WITH A RED LIGHT ON TOP AND IS 168 FEET HIGH.
 HV5178'
 HV5178'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 HV5178'
 HV5178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HV5178'123 AND 236 AT THE COURT HOUSE IN FAIRFAX.  GO NORTHWEST ON
 HV5178'STATE HIGHWAY 236 (MAIN ST.) FOR 0.65 MILE TO SIDE STREET
 HV5178'RIGHT, TURN RIGHT ON OAK STREET AND GO NORTH FOR 0.15 MILE
 HV5178'TO THE STATION ON THE RIGHT.
 HV5178'
 HV5178'FORMERLY LISTED AS FAIRFAX RADIO STA WFCR MAST.
 HV5178
 HV5178                          STATION RECOVERY (1969)
 HV5178
 HV5178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5178'THE STATION IS THE TOP LIGHT, WEST ONE OF THE FOUR FAIRFAX RADIO
 HV5178'STATION WEEL MASTS, PAINTED WITH RED AND WHITE SECTIONS ABOUT 150
 HV5178'FEET HIGH.  THE WEST ONE OF FOUR HAS LARGE LETTERS WEEL ABOUT 50
 HV5178'FEET FROM THE TOP.  IT IS LOCATED IN THE NORTH SECTION OF FAIRFAX
 HV5178'AT 3900 OAK STREET ON PROPERTY OF THE AMERICAN LEGION POST NUMBER
 HV5178'177.
 HV5178'
 HV5178'FORMERLY LISTED AS FAIRFAX RADIO STA WCFR MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5184 ***********************************************************************
 HV5184  DESIGNATION -  FAIRFAX RAD STA WEEL E MAST
 HV5184  PID         -  HV5184
 HV5184  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5184  USGS QUAD   -  FAIRFAX (1994)
 HV5184
 HV5184                         *CURRENT SURVEY CONTROL
 HV5184  ___________________________________________________________________
 HV5184* NAD 83(1993)-  38 51 07.74699(N)    077 18 53.65325(W)     ADJUSTED  
 HV5184* NAVD 88     -                                                        
 HV5184  ___________________________________________________________________
 HV5184  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HV5184  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV5184
 HV5184  HORZ ORDER  -  THIRD
 HV5184
 HV5184.The horizontal coordinates were established by classical geodetic methods
 HV5184.and adjusted by the National Geodetic Survey in November 1994..
 HV5184
 HV5184
 HV5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5184
 HV5184.The geoid height was determined by GEOID03.
 HV5184
 HV5184;                    North         East     Units Scale Factor Converg.
 HV5184;SPC VA N     - 2,132,252.584 3,602,866.632   MT  0.99995675   +0 44 22.7
 HV5184;SPC VA N     - 6,995,565.35 11,820,404.94   sFT  0.99995675   +0 44 22.7
 HV5184;UTM  18      - 4,302,916.369   299,120.174   MT  1.00009692   -1 27 09.6
 HV5184
 HV5184                          SUPERSEDED SURVEY CONTROL
 HV5184
 HV5184  NAD 83(1993)-  38 51 07.74603(N)    077 18 53.65808(W) AD(       ) 4
 HV5184  NAD 83(1986)-  38 51 07.74631(N)    077 18 53.66623(W) AD(       ) 4
 HV5184  NAD 27      -  38 51 07.34275(N)    077 18 54.71773(W) AD(       ) 3
 HV5184
 HV5184.Superseded values are not recommended for survey control.
 HV5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5184.See file dsdata.txt to determine how the superseded data were derived.
 HV5184
 HV5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9912002916(NAD 83)
 HV5184_MARKER: 42 = RADIO/TV MAST
 HV5184
 HV5184  HISTORY     - Date     Condition        Report By
 HV5184  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5184
 HV5184                          STATION DESCRIPTION
 HV5184
 HV5184'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5184'THE STATION IS THE TOP LIGHT, EAST ONE OF THE FOUR FAIRFAX, RADIO
 HV5184'STATION WEEL MASTS, PAINTED WITH RED AND WHITE SECTIONS ABOUT 150
 HV5184'FEET HIGH.  THE WEST ONE OF FOUR HAS LARGE LETTERS WEEL ABOUT 50
 HV5184'FEET FROM THE TOP.  LOCATED IN THE NORTH SECTION OF FAIRFAX AT
 HV5184'3900 OAK STREET ON PROPERTY OF THE AMERCIAN LEGON POST NUMBER 177.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5183 ***********************************************************************
 HV5183  DESIGNATION -  FAIRFAX ST LEOS CH CROSS
 HV5183  PID         -  HV5183
 HV5183  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5183  USGS QUAD   -  FAIRFAX (1994)
 HV5183
 HV5183                         *CURRENT SURVEY CONTROL
 HV5183  ___________________________________________________________________
 HV5183* NAD 83(1993)-  38 51 13.93479(N)    077 17 47.09685(W)     ADJUSTED  
 HV5183* NAVD 88     -                                                        
 HV5183  ___________________________________________________________________
 HV5183  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HV5183  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV5183
 HV5183  HORZ ORDER  -  THIRD
 HV5183
 HV5183.The horizontal coordinates were established by classical geodetic methods
 HV5183.and adjusted by the National Geodetic Survey in November 1994..
 HV5183
 HV5183
 HV5183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5183
 HV5183.The geoid height was determined by GEOID03.
 HV5183
 HV5183;                    North         East     Units Scale Factor Converg.
 HV5183;SPC VA N     - 2,132,464.249 3,604,468.792   MT  0.99995687   +0 45 04.2
 HV5183;SPC VA N     - 6,996,259.79 11,825,661.36   sFT  0.99995687   +0 45 04.2
 HV5183;UTM  18      - 4,303,066.612   300,729.478   MT  1.00008899   -1 26 28.0
 HV5183
 HV5183                          SUPERSEDED SURVEY CONTROL
 HV5183
 HV5183  NAD 83(1993)-  38 51 13.93360(N)    077 17 47.10139(W) AD(       ) 4
 HV5183  NAD 83(1986)-  38 51 13.93362(N)    077 17 47.10979(W) AD(       ) 4
 HV5183  NAD 27      -  38 51 13.53013(N)    077 17 48.16297(W) AD(       ) 3
 HV5183
 HV5183.Superseded values are not recommended for survey control.
 HV5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5183.See file dsdata.txt to determine how the superseded data were derived.
 HV5183
 HV5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0072903067(NAD 83)
 HV5183_MARKER: 91 = CHURCH CROSS
 HV5183
 HV5183  HISTORY     - Date     Condition        Report By
 HV5183  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5183  HISTORY     - 20031107 GOOD             GEOCAC
 HV5183
 HV5183                          STATION DESCRIPTION
 HV5183
 HV5183'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5183'STATION IS THE CENTER OF THE CROSS ON TOP OF SAINT LEOS CHURCH IN
 HV5183'FAIRFAX.  THE CROSS HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 HV5183'
 HV5183'TO REACH FROM THE INTERSECTION OF ROUTES 236 AND 237 IN FAIRFAX, GO
 HV5183'NE ON ROUTE 237 FOR 0.7 TO CHURCH ON LEFT.
 HV5183
 HV5183                          STATION RECOVERY (2003)
 HV5183
 HV5183'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV5183'CHURCH IS LOCATED AT 3700 OLD LEE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5199 ***********************************************************************
 HV5199  DESIGNATION -  FAIRFAX STA FAA MICROWAVE
 HV5199  PID         -  HV5199
 HV5199  STATE/COUNTY-  VA/FAIRFAX
 HV5199  USGS QUAD   -  FAIRFAX (1994)
 HV5199
 HV5199                         *CURRENT SURVEY CONTROL
 HV5199  ___________________________________________________________________
 HV5199* NAD 83(1993)-  38 47 17.79168(N)    077 19 43.99387(W)     ADJUSTED  
 HV5199* NAVD 88     -                                                        
 HV5199  ___________________________________________________________________
 HV5199  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HV5199  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV5199
 HV5199  HORZ ORDER  -  THIRD
 HV5199
 HV5199.The horizontal coordinates were established by classical geodetic methods
 HV5199.and adjusted by the National Geodetic Survey in November 1994..
 HV5199
 HV5199
 HV5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5199
 HV5199.The geoid height was determined by GEOID03.
 HV5199
 HV5199;                    North         East     Units Scale Factor Converg.
 HV5199;SPC VA N     - 2,125,146.848 3,601,743.380   MT  0.99995281   +0 43 51.3
 HV5199;SPC VA N     - 6,972,252.62 11,816,719.74   sFT  0.99995281   +0 43 51.3
 HV5199;UTM  18      - 4,295,857.749   297,725.843   MT  1.00010385   -1 27 33.9
 HV5199
 HV5199                          SUPERSEDED SURVEY CONTROL
 HV5199
 HV5199  NAD 83(1993)-  38 47 17.79068(N)    077 19 43.99989(W) AD(       ) 4
 HV5199  NAD 83(1986)-  38 47 17.79021(N)    077 19 44.00702(W) AD(       ) 4
 HV5199  NAD 27      -  38 47 17.38409(N)    077 19 45.05343(W) AD(       ) 3
 HV5199
 HV5199.Superseded values are not recommended for survey control.
 HV5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5199.See file dsdata.txt to determine how the superseded data were derived.
 HV5199
 HV5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9772695858(NAD 83)
 HV5199_MARKER: 44 = MICROWAVE MAST
 HV5199
 HV5199  HISTORY     - Date     Condition        Report By
 HV5199  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5199
 HV5199                          STATION DESCRIPTION
 HV5199
 HV5199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5199'STATION IS THE CENTER OF THE TOP CROSSMEMBER WHICH CONNECTS THE TWO
 HV5199'MASTS OF THE FAIRFAX STATION, FEDERAL AVIATION AGENCY MICROWAVE
 HV5199'RELAY MAST.  THE MASTS ARE PAINTED RED AND WHITE AND ARE 230 FEET
 HV5199'HIGH.
 HV5199'
 HV5199'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHERLY
 HV5199'ON STATE HIGHWAY 123 FOR 3.8 MILES TO A DIRT ROAD ON THE RIGHT.
 HV5199'TURN RIGHT AND GO 0.3 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5197 ***********************************************************************
 HV5197  DESIGNATION -  FAIRFAX STA RAD STA WEZR MAST
 HV5197  PID         -  HV5197
 HV5197  STATE/COUNTY-  VA/FAIRFAX
 HV5197  USGS QUAD   -  FAIRFAX (1994)
 HV5197
 HV5197                         *CURRENT SURVEY CONTROL
 HV5197  ___________________________________________________________________
 HV5197* NAD 83(1993)-  38 47 16.29638(N)    077 19 46.23579(W)     ADJUSTED  
 HV5197* NAVD 88     -                                                        
 HV5197  ___________________________________________________________________
 HV5197  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HV5197  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV5197
 HV5197  HORZ ORDER  -  THIRD
 HV5197
 HV5197.The horizontal coordinates were established by classical geodetic methods
 HV5197.and adjusted by the National Geodetic Survey in November 1994..
 HV5197
 HV5197
 HV5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5197
 HV5197.The geoid height was determined by GEOID03.
 HV5197
 HV5197;                    North         East     Units Scale Factor Converg.
 HV5197;SPC VA N     - 2,125,100.054 3,601,689.867   MT  0.99995279   +0 43 49.9
 HV5197;SPC VA N     - 6,972,099.09 11,816,544.17   sFT  0.99995279   +0 43 49.9
 HV5197;UTM  18      - 4,295,813.028   297,670.573   MT  1.00010413   -1 27 35.2
 HV5197
 HV5197                          SUPERSEDED SURVEY CONTROL
 HV5197
 HV5197  NAD 83(1993)-  38 47 16.29521(N)    077 19 46.24162(W) AD(       ) 4
 HV5197  NAD 83(1986)-  38 47 16.29118(N)    077 19 46.24716(W) AD(       ) 4
 HV5197  NAD 27      -  38 47 15.88426(N)    077 19 47.29530(W) AD(       ) 3
 HV5197
 HV5197.Superseded values are not recommended for survey control.
 HV5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5197.See file dsdata.txt to determine how the superseded data were derived.
 HV5197
 HV5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9767195813(NAD 83)
 HV5197_MARKER: 42 = RADIO/TV MAST
 HV5197
 HV5197  HISTORY     - Date     Condition        Report By
 HV5197  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5197
 HV5197                          STATION DESCRIPTION
 HV5197
 HV5197'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5197'THE CENTER OF THE TOP OF THE FAIRFAX STATION RADIO STATION WEZR MAST
 HV5197'IS THE STATION.  THE MAST IS PAINTED RED AND WHITE AND IS 380 FEET
 HV5197'HIGH.
 HV5197'
 HV5197'TO REACH THE STATION FROM THE COURTHOUSE IN FAIRFAX, GO SOUTHERLY
 HV5197'ON STATE HIGHWAY 123 FOR 3.8 MILES TO A DIRT ROAD ON THE RIGHT.
 HV5197'TURN RIGHT AND GO 0.3 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5196 ***********************************************************************
 HV5196  DESIGNATION -  FAIRFAX STA SOU RR MICROWAVE
 HV5196  PID         -  HV5196
 HV5196  STATE/COUNTY-  VA/FAIRFAX
 HV5196  USGS QUAD   -  FAIRFAX (1994)
 HV5196
 HV5196                         *CURRENT SURVEY CONTROL
 HV5196  ___________________________________________________________________
 HV5196* NAD 83(1993)-  38 47 58.72758(N)    077 19 49.11801(W)     ADJUSTED  
 HV5196* NAVD 88     -                                                        
 HV5196  ___________________________________________________________________
 HV5196  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HV5196  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV5196
 HV5196  HORZ ORDER  -  THIRD
 HV5196
 HV5196.The horizontal coordinates were established by classical geodetic methods
 HV5196.and adjusted by the National Geodetic Survey in November 1994..
 HV5196
 HV5196
 HV5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5196
 HV5196.The geoid height was determined by GEOID03.
 HV5196
 HV5196;                    North         East     Units Scale Factor Converg.
 HV5196;SPC VA N     - 2,126,407.431 3,601,603.645   MT  0.99995342   +0 43 48.1
 HV5196;SPC VA N     - 6,976,388.38 11,816,261.29   sFT  0.99995342   +0 43 48.1
 HV5196;UTM  18      - 4,297,122.943   297,634.379   MT  1.00010431   -1 27 38.4
 HV5196
 HV5196                          SUPERSEDED SURVEY CONTROL
 HV5196
 HV5196  NAD 83(1993)-  38 47 58.72730(N)    077 19 49.13143(W) AD(       ) 4
 HV5196  NAD 83(1986)-  38 47 58.72377(N)    077 19 49.13814(W) AD(       ) 4
 HV5196  NAD 27      -  38 47 58.31700(N)    077 19 50.18937(W) AD(       ) 3
 HV5196
 HV5196.Superseded values are not recommended for survey control.
 HV5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5196.See file dsdata.txt to determine how the superseded data were derived.
 HV5196
 HV5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9763497123(NAD 83)
 HV5196_MARKER: 44 = MICROWAVE MAST
 HV5196_SETTING: 0 = UNSPECIFIED SETTING
 HV5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5196
 HV5196  HISTORY     - Date     Condition        Report By
 HV5196  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5196  HISTORY     - 1975     GOOD             VA-059
 HV5196
 HV5196                          STATION DESCRIPTION
 HV5196
 HV5196'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5196'THE CENTER OF THE TOP OF THE FAIRFAX STATION, SOUTHERN RAILROAD
 HV5196'MICROWAVE MAST IS THE STATION.  THE MAST IS PAINTED ORANGE AND WHITE
 HV5196'AND IS 170 FEET HIGH.
 HV5196'
 HV5196'TO REACH THE STATION FROM THE FAIRFAX STATION POST OFFICE, GO 0.1
 HV5196'MILE WEST ON ROUTE 660 (FAIRFAX STATION ROAD) TO THE INTERSECTION
 HV5196'WITH HILL STREET.  TURN LEFT ON HILL STREET AND GO SOUTH FOR 0.05
 HV5196'MILE TO A DIRT ROAD ON THE LEFT AND THE TOWER.
 HV5196
 HV5196                          STATION RECOVERY (1975)
 HV5196
 HV5196'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5196'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF FAIRFAX, 3.4 MILES
 HV5196'NORTHEAST OF CLIFTON, 3.2 MILES WEST OF BURKE, ON THE TOPMOST
 HV5196'PLATFORM OF THE SOUTHERN RAILWAY RELAY MICROWAVE TOWER IN FAIRFAX
 HV5196'STATION, SEE FAIRFAX COUNTY TAX MAP 77-1, REVISED TO 1-1-76.
 HV5196'
 HV5196'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV5196'ROUTE 123, OX ROAD IN FAIRFAX, GO SOUTH ON ROUTE 123 FOR 3.2 MILES TO
 HV5196'THE JUNCTION WITH ROUTE 660, FAIRFAX STATION ROAD. TURN RIGHT AND GO
 HV5196'SOUTHWEST ON ROUTE 660 FOR 0.35 MILES TO THE JUNCTION WITH HILL
 HV5196'STREET. GO STRAIGHT ON HILL STREET FOR 0.1 MILES TO STATION SRRMT ON
 HV5196'THE LEFT.
 HV5196'
 HV5196'THE STATION IS A CHISELED X IN THE TOPMOST PLATFORM OF THE MICRO-WAVE
 HV5196'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5188 ***********************************************************************
 HV5188  DESIGNATION -  FAIRFAX TRURO EPIS CH CUPOLA
 HV5188  PID         -  HV5188
 HV5188  STATE/COUNTY-  VA/C OF FAIRFAX
 HV5188  USGS QUAD   -  FAIRFAX (1994)
 HV5188
 HV5188                         *CURRENT SURVEY CONTROL
 HV5188  ___________________________________________________________________
 HV5188* NAD 83(1993)-  38 50 51.62087(N)    077 18 31.89816(W)     ADJUSTED  
 HV5188* NAVD 88     -                                                        
 HV5188  ___________________________________________________________________
 HV5188  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HV5188  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 HV5188
 HV5188  HORZ ORDER  -  THIRD
 HV5188
 HV5188.The horizontal coordinates were established by classical geodetic methods
 HV5188.and adjusted by the National Geodetic Survey in November 1994..
 HV5188
 HV5188
 HV5188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5188
 HV5188.The geoid height was determined by GEOID03.
 HV5188
 HV5188;                    North         East     Units Scale Factor Converg.
 HV5188;SPC VA N     - 2,131,762.158 3,603,397.595   MT  0.99995643   +0 44 36.3
 HV5188;SPC VA N     - 6,993,956.35 11,822,146.94   sFT  0.99995643   +0 44 36.3
 HV5188;UTM  18      - 4,302,405.920   299,632.060   MT  1.00009439   -1 26 55.4
 HV5188
 HV5188                          SUPERSEDED SURVEY CONTROL
 HV5188
 HV5188  NAD 83(1993)-  38 50 51.61919(N)    077 18 31.90294(W) AD(       ) 4
 HV5188  NAD 83(1986)-  38 50 51.61979(N)    077 18 31.91088(W) AD(       ) 4
 HV5188  NAD 27      -  38 50 51.22138(N)    077 18 32.96226(W) AD(       ) 3
 HV5188
 HV5188.Superseded values are not recommended for survey control.
 HV5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5188.See file dsdata.txt to determine how the superseded data were derived.
 HV5188
 HV5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9963202406(NAD 83)
 HV5188_MARKER: 91 = CHURCH CROSS
 HV5188
 HV5188  HISTORY     - Date     Condition        Report By
 HV5188  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5188  HISTORY     - 20031107 GOOD             GEOCAC
 HV5188
 HV5188                          STATION DESCRIPTION
 HV5188
 HV5188'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5188'STATION IS THE CENTER OF THE CROSS ON THE CUPOLA OF THE FAIRFAX
 HV5188'TRURO EPISCOPAL CHURCH.  THE ROOF OF THE CUPOLA AND THE CROSS ARE
 HV5188'GOLD IN COLOR AND HAVE AN OVERALL HEIGHT OF ABOUT 80 FEET.  THE
 HV5188'CHURCH IS LOCATED ON THE NORTH SIDE OF ROUTE 236, 0.1 MILE WEST OF
 HV5188'THE INTERSECTION OF ROUTES 236 AND 123 IN FAIRFAX.
 HV5188
 HV5188                          STATION RECOVERY (2003)
 HV5188
 HV5188'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV5188'DOME AND CROSS MENTIONED IN THE 1969 DESCRIPTION AS BEING 'GOLD IN
 HV5188'COLOR' NOW HAVE A MATTE PEWTER APPEARANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5545 ***********************************************************************
 HV5545  DESIGNATION -  FAIRVIEW
 HV5545  PID         -  HV5545
 HV5545  STATE/COUNTY-  VA/LOUDOUN
 HV5545  USGS QUAD   -  ARCOLA (1981)
 HV5545
 HV5545                         *CURRENT SURVEY CONTROL
 HV5545  ___________________________________________________________________
 HV5545* NAD 83(1993)-  38 53 06.03063(N)    077 32 26.61195(W)     ADJUSTED  
 HV5545* NAVD 88     -       109.20   (+/-2cm)     358.3    (feet)  VERTCON   
 HV5545  ___________________________________________________________________
 HV5545  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 HV5545  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HV5545
 HV5545  HORZ ORDER  -  FIRST
 HV5545  VERT ORDER  -  THIRD ? (See Below)
 HV5545
 HV5545.The horizontal coordinates were established by classical geodetic methods
 HV5545.and adjusted by the National Geodetic Survey in November 1994..
 HV5545
 HV5545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5545.The vertical order pertains to the NGVD 29 superseded value.
 HV5545
 HV5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5545
 HV5545.The geoid height was determined by GEOID03.
 HV5545
 HV5545;                    North         East     Units Scale Factor Converg.
 HV5545;SPC VA N     - 2,135,670.807 3,583,227.929   MT  0.99995926   +0 35 55.3
 HV5545;SPC VA N     - 7,006,779.97 11,755,973.63   sFT  0.99995926   +0 35 55.3
 HV5545;UTM  18      - 4,307,084.460   279,622.996   MT  1.00019807   -1 35 44.2
 HV5545
 HV5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5545!SPC VA N     -   0.99998788  x   0.99995926  =   0.99994714
 HV5545!UTM  18      -   0.99998788  x   1.00019807  =   1.00018595
 HV5545
 HV5545:                Primary Azimuth Mark                     Grid Az
 HV5545:SPC VA N     -  FAIRVIEW AZ MK                           359 38 05.1
 HV5545:UTM  18      -  FAIRVIEW AZ MK                           001 49 44.6
 HV5545
 HV5545|---------------------------------------------------------------------|
 HV5545| PID    Reference Object                     Distance      Geod. Az  |
 HV5545|                                                           dddmmss.s |
 HV5545| DC6260 FAIRVIEW AZ MK                                     0001400.4 |
 HV5545| DC6261 FAIRVIEW RM 1                        33.305 METERS 22525     |
 HV5545| DC6262 FAIRVIEW RM 2                        28.340 METERS 33136     |
 HV5545|---------------------------------------------------------------------|
 HV5545
 HV5545                          SUPERSEDED SURVEY CONTROL
 HV5545
 HV5545  NAD 83(1993)-  38 53 06.03057(N)    077 32 26.61882(W) AD(       ) 1
 HV5545  NAD 83(1986)-  38 53 06.03040(N)    077 32 26.62457(W) AD(       ) 1
 HV5545  NAD 27      -  38 53 05.62741(N)    077 32 27.65377(W) AD(       ) 1
 HV5545  NGVD 29 (07/19/86)  109.43   (m)          359.0    (f) LEVELING    3  
 HV5545
 HV5545.Superseded values are not recommended for survey control.
 HV5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5545.See file dsdata.txt to determine how the superseded data were derived.
 HV5545
 HV5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ7962307084(NAD 83)
 HV5545_MARKER: DS = TRIANGULATION STATION DISK
 HV5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5545_STAMPING: FAIRVIEW 1943
 HV5545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5545+STABILITY: SURFACE MOTION
 HV5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5545+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 HV5545
 HV5545  HISTORY     - Date     Condition        Report By
 HV5545  HISTORY     - 1943     MONUMENTED       CGS
 HV5545  HISTORY     - 1954     GOOD             CGS
 HV5545  HISTORY     - 1958     GOOD             CGS
 HV5545  HISTORY     - 1959     GOOD             CGS
 HV5545  HISTORY     - 19910101 GOOD             VADHT
 HV5545  HISTORY     - 20020825 GOOD             INDIV
 HV5545  HISTORY     - 20050320 GOOD             GEOCAC
 HV5545
 HV5545                          STATION DESCRIPTION
 HV5545
 HV5545'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5545'THE STATION IS ABOUT 6 MILES W BY S OF CHANTILLY, ON HIGH
 HV5545'GROUND IN THE FAIRVIEW COUNTRY CHURCH YARD.  IT IS IN THE
 HV5545'SE ANGLE OF THE JUNCTION OF COUNTY HIGHWAYS 613 AND 659,
 HV5545'25 FEET S OF THE CENTER LINE OF HIGHWAY 613, 65 FEET E OF
 HV5545'THE CENTER LINE OF HIGHWAY 659 AND ABOUT 40 YARDS NW OF THE
 HV5545'NW CORNER OF THE CHURCH.  IT IS STAMPED FAIRVIEW 1943 AND
 HV5545'PROJECTS 2 INCHES.
 HV5545'
 HV5545'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5545'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5545'
 HV5545'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND 18 FEET W
 HV5545'OF THE CENTER LINE OF HIGHWAY 659.  IT IS STAMPED FAIRVIEW
 HV5545'NO. 1 1943 AND PROJECTS 6 INCHES.
 HV5545'
 HV5545'REFERENCE MARK NO. 2 IS NW BY N OF THE STATION AND 35 FEET
 HV5545'NE OF THE INTERSECTION OF THE CENTER LINES OF THE TWO HIGHWAYS.
 HV5545'IT IS STAMPED FAIRVIEW NO. 2 1943 AND PROJECTS 6 INCHES.
 HV5545'
 HV5545'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, 35 YARDS
 HV5545'NE OF A SMALL FRAME BUILDING, 15 FEET E OF THE CENTER LINE
 HV5545'OF HIGHWAY 659 AND 5 FEET S OF A WHITE REFERENCE POST.  IT
 HV5545'IS STAMPED FAIRVIEW 1943 AND PROJECTS 10 INCHES.
 HV5545'
 HV5545'TO REACH THE STATION FROM CHANTILLY GO NW ON U.S. HIGHWAY
 HV5545'50 FOR 6.8 MILES AND TURN LEFT, S, ON A COUNTY HIGHWAY.  GO
 HV5545'3.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.4
 HV5545'MILE TO A T-ROAD INTERSECTION, A CHURCH AND THE STATION.
 HV5545'
 HV5545'90-FOOT SIGNALS AT PENDER, DRANES, MANASSAS, GREENWICH AND
 HV5545'GAINSVILLE ARE VISIBLE AT 90 FEET.  77-FOOT SIGNALS AT BULL
 HV5545'RUN AND GOOSE ARE VISIBLE AT 90 FEET.  77-FOOT SIGNALS AT
 HV5545'CENTERVILLE ARE VISIBLE AT 77 FEET.  A 50-FOOT SIGNAL AT
 HV5545'ALDIE IS VISIBLE AT 77 FEET.
 HV5545'
 HV5545'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5545
 HV5545                          STATION RECOVERY (1954)
 HV5545
 HV5545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 HV5545'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HV5545'IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THE REFERENCE
 HV5545'MARKS AND THE AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION
 HV5545'IS ADEQUATE.  IT IS ONTHE PROPERTY OF RALPH A. STEYER.
 HV5545'
 HV5545'DISTANCE AND DIRECTION TO REFERENCE MARKS AND THE AZIMUTH MARK.
 HV5545'
 HV5545'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV5545
 HV5545                          STATION RECOVERY (1958)
 HV5545
 HV5545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5545'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HV5545'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 HV5545'DESCRIPTION AND THE 1954 RECOVERY NOTE ARE ADEQUATE.  THE
 HV5545'ROUTE TO REACH THE STATION WAS CHECKED AND FOUND TO BE CORRECT.
 HV5545'
 HV5545'NOTE.  OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 HV5545
 HV5545                          STATION RECOVERY (1959)
 HV5545
 HV5545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HV5545'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HV5545'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 HV5545'
 HV5545'THE STATION IS LOCATED ABOUT 19.0 MILES NORTHEAST OF WARRENTON
 HV5545'AND ABOUT 5.0 MILES EAST OF HICKORY GROVE, ON HIGH GROUND
 HV5545'IN THE FAIRVIEW COUNTY CHURCH YARD.  IT IS IN THE SOUTHEAST
 HV5545'ANGLE OF THE JUNCTION OF COUNTY ROAD NO. 613 AND COUNTY
 HV5545'ROAD NO. 659, 25 FEET SOUTH OF THE CENTERLINE OF COUNTY
 HV5545'ROAD NO. 613, 65 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 HV5545'NO. 659 AND ABOUT 40 YARDS NORTHWEST OF THE NORTHWEST CORNER
 HV5545'OF THE CHURCH.  THE STATION IS MARKED BY A STANDARD
 HV5545'TRIANGULATION STATION DISK SET IN A 12X12 INCH CONCRETE MONUMENT
 HV5545'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 HV5545'FAIRVIEW 1943.
 HV5545'
 HV5545'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 29 AND STATE
 HV5545'HIGHWAY NO. 55 IN GAINESVILLE, GO EAST ON U.S. HIGHWAY NO.
 HV5545'29 FOR 3.2 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 29 AND
 HV5545'COUNTY ROAD NO. 622, TURN LEFT AND GO NORTHERLY ON COUNTY
 HV5545'ROAD NO. 622 FOR 2.2 MILES TO THE JUNCTION OF COUNTY ROAD
 HV5545'NO. 622 AND A BLACK TOP ROAD, TURN LEFT ON ON BLACK TOP ROAD
 HV5545'AND GO WESTERLY FOR 0.5 MILE TO COUNTY ROAD NO. 659 ON
 HV5545'THE RIGHT, TURN RIGHT AND GO NORTH FOR 2.8 MILE TO A SMALL
 HV5545'CHURCH (FAIRVIEW COUNTRY CHURCH) ON RIGHT AND STATION AS
 HV5545'DESCRIBED.
 HV5545'
 HV5545'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND 18 FEET
 HV5545'WEST OF THE CENTER OF COUNTY ROAD NO. 659.  IT IS MARKED BY
 HV5545'A STANDARD REFERENCE MARK DISK, SET IN A 12X12 INCH CONCRETE
 HV5545'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND AND THE
 HV5545'DISK IS STAMPED FAIRVIEW NO 1 1943.
 HV5545'
 HV5545'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND 35 FEET
 HV5545'NORTHEAST OF THE INTERSECTION OF COUNTY ROAD NO. 659 AND
 HV5545'COUNTY ROAD NO. 613.  IT IS MARKED BY A STANDARD REFERENCE
 HV5545'MARK DISK, SET IN A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS
 HV5545'6 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED FAIRVIEW
 HV5545'NO 2 1943.
 HV5545'
 HV5545'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION.
 HV5545'IT IS 17 FEET EAST OF THE CENTER OF COUNTY ROAD NO. 659
 HV5545'AND 4 FEET WEST OF FENCELINE.  THE MARK IS A STANDARD AZIMUTH
 HV5545'MARK SET IN A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 4
 HV5545'INCHES ABOVE THE GROUND AND THE DISK IS STAMPED FAIRVIEW
 HV5545'1957.
 HV5545'
 HV5545'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON COUNTY
 HV5545'ROAD NO. 659 FOR 0.35 MILE TO MARK ON THE RIGHT.
 HV5545
 HV5545                          STATION RECOVERY (1991)
 HV5545
 HV5545'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 (JLS)
 HV5545'STATION RECOVERED AS DESCRIBED IN 1959.  STATION IS NOT SUITABLE FOR
 HV5545'SATELLITE OBSERVATIONS.
 HV5545
 HV5545                          STATION RECOVERY (2002)
 HV5545
 HV5545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BAP)
 HV5545'MARK IS NOT SUITABLE FOR GPS OBSERVATIONS
 HV5545
 HV5545                          STATION RECOVERY (2005)
 HV5545
 HV5545'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 HV5545'MARK, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.  AZIMUTH MARK
 HV5545'SEARCHED FOR BUT NOT FOUND.  ROUTE 613 HAS BEEN RELOCATED
 HV5545'APPROXIMATELY 400 FEET TO THE NORTH, RM 2 IS NOW ACROSS THE OLD RIGHT
 HV5545'OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9380 ***********************************************************************
 HV9380  DESIGNATION -  FAIRVIEW
 HV9380  PID         -  HV9380
 HV9380  STATE/COUNTY-  VA/FAIRFAX
 HV9380  USGS QUAD   -  FAIRFAX (1994)
 HV9380
 HV9380                         *CURRENT SURVEY CONTROL
 HV9380  ___________________________________________________________________
 HV9380* NAD 83(1986)-  38 47 50.     (N)    077 19 30.     (W)     SCALED    
 HV9380* NAVD 88     -       133.430  (meters)     437.76   (feet)  ADJUSTED  
 HV9380  ___________________________________________________________________
 HV9380  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HV9380  DYNAMIC HT  -         133.356 (meters)     437.52  (feet)  COMP
 HV9380  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 HV9380
 HV9380  VERT ORDER  -  THIRD
 HV9380
 HV9380.The horizontal coordinates were scaled from a topographic map and have
 HV9380.an estimated accuracy of +/- 6 seconds.
 HV9380
 HV9380.The orthometric height was determined by differential leveling
 HV9380.and adjusted by the National Geodetic Survey in September 2004..
 HV9380.No vertical observational check was made to the station.
 HV9380
 HV9380.The geoid height was determined by GEOID03.
 HV9380
 HV9380.The dynamic height is computed by dividing the NAVD 88
 HV9380.geopotential number by the normal gravity value computed on the
 HV9380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9380.degrees latitude (g = 980.6199 gals.).
 HV9380
 HV9380.The modeled gravity was interpolated from observed gravity values.
 HV9380
 HV9380;                    North         East    Units  Estimated Accuracy
 HV9380;SPC VA N     - 2,126,140.    3,602,070.      MT  (+/- 180 meters Scaled)
 HV9380
 HV9380                          SUPERSEDED SURVEY CONTROL
 HV9380
 HV9380.No superseded survey control is available for this station.
 HV9380
 HV9380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH980968(NAD 83)
 HV9380_MARKER: DD = SURVEY DISK
 HV9380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9380_SP_SET: CONCRETE POST
 HV9380_STAMPING: 123 FAIRVIEW 1986
 HV9380_MARK LOGO: VA-059
 HV9380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9380+STABILITY: SURFACE MOTION
 HV9380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9380+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 HV9380
 HV9380  HISTORY     - Date     Condition        Report By
 HV9380  HISTORY     - 1986     MONUMENTED       VA-059
 HV9380  HISTORY     - 19911112 GOOD             VA-059
 HV9380
 HV9380                          STATION DESCRIPTION
 HV9380
 HV9380'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9380'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.2 MILES
 HV9380'(1.9 KM) NORTH FROM BUTTS CORNER, 2.1 MILES (3.4 KM) SOUTH FROM THE
 HV9380'INTERSECTION OF BRADDOCK ROAD (620) AND OX ROAD (123) AND 3.5 MILES
 HV9380'(5.6 KM) NORTHWEST FROM THE TOWN OF CLIFTON.  TO REACH FROM THE
 HV9380'INTERSECTION OF ROUTE 123 (OX ROAD) AND ROUTE 620 (BRADDOCK ROAD)
 HV9380'PROCEED SOUTH ON RTE 123 FOR 1.9 MILES (3.1 KM) TO THE MONUMENT ON
 HV9380'THE LEFT IN FRONT OF FAIRVIEW SCHOOL, IN TOP OF A CONCRETE MONUMENT
 HV9380'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9991 ***********************************************************************
 DG9991  DESIGNATION -  FAIRVIEW
 DG9991  PID         -  DG9991
 DG9991  STATE/COUNTY-  VA/KING GEORGE
 DG9991  USGS QUAD   -  KING GEORGE (1982)
 DG9991
 DG9991                         *CURRENT SURVEY CONTROL
 DG9991  ___________________________________________________________________
 DG9991* NAD 83(1993)-  38 19 25.37778(N)    077 14 48.45489(W)     ADJUSTED  
 DG9991* NAVD 88     -        44.5    (meters)     146.     (feet)  GPS OBS   
 DG9991  ___________________________________________________________________
 DG9991  X           -   1,106,019.867 (meters)                     COMP
 DG9991  Y           -  -4,886,633.817 (meters)                     COMP
 DG9991  Z           -   3,933,703.681 (meters)                     COMP
 DG9991  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 DG9991  ELLIP HEIGHT-          11.76  (meters)          (04/27/05) GPS OBS
 DG9991  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DG9991
 DG9991  HORZ ORDER  -  FIRST
 DG9991  ELLP ORDER  -  FOURTH    CLASS I
 DG9991
 DG9991.The horizontal coordinates were established by GPS observations
 DG9991.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9991
 DG9991.The orthometric height was determined by GPS observations and a
 DG9991.high-resolution geoid model.
 DG9991
 DG9991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9991
 DG9991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9991
 DG9991.The ellipsoidal height was determined by GPS observations
 DG9991.and is referenced to NAD 83.
 DG9991
 DG9991.The geoid height was determined by GEOID03.
 DG9991
 DG9991;                    North         East     Units Scale Factor Converg.
 DG9991;SPC VA N     - 2,073,678.957 3,609,579.010   MT  0.99996146   +0 46 55.7
 DG9991;SPC VA N     - 6,803,395.04 11,842,427.14   sFT  0.99996146   +0 46 55.7
 DG9991;UTM  18      - 4,244,121.617   303,596.112   MT  1.00007508   -1 23 37.3
 DG9991
 DG9991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9991!SPC VA N     -   0.99999815  x   0.99996146  =   0.99995961
 DG9991!UTM  18      -   0.99999815  x   1.00007508  =   1.00007323
 DG9991
 DG9991                          SUPERSEDED SURVEY CONTROL
 DG9991
 DG9991.No superseded survey control is available for this station.
 DG9991
 DG9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0359644122(NAD 83)
 DG9991_MARKER: DD = SURVEY DISK
 DG9991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9991_STAMPING: FAIRVEW 2005
 DG9991_MARK LOGO: VA-099
 DG9991_PROJECTION: FLUSH
 DG9991_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9991+STABILITY: SURFACE MOTION
 DG9991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9991+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9991
 DG9991  HISTORY     - Date     Condition        Report By
 DG9991  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9991
 DG9991                          STATION DESCRIPTION
 DG9991
 DG9991'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9991'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9991'17.7 KM (11.0 MILES)  SOUTHEAST OF STAFFORD, AND 8.0 KM (5.0 MILES)
 DG9991'NORTH OF KING GEORGE, AT FAIRVIEW BEACH.
 DG9991' 
 DG9991'TO REACH THE STATION FROM THE INTERSECTION OF SR 3 (KINGS HIGHWAY) AND
 DG9991'SR 206 (DAHLGREN  ROAD), GO WEST ON SR 3 FOR 1.6 KM (1.0 MILE) TO ITS
 DG9991'INTERSECTION WITH SR 677 (COMORN ROAD).   TURN RIGHT AND GO NORTHWEST
 DG9991'ON SR 677 FOR 0.3 KM (0.2 MILE) TO ITS INTERSECTION WITH SR  609
 DG9991'(COMORN ROAD).  TURN RIGHT AND GO NORTH ON SR 609 FOR 3.9 KM (2.4
 DG9991'MILES) TO ITS  INTERSECTION WITH SR 218 (CALEDON ROAD).  TURN LEFT AND
 DG9991'GO NORTHWEST ON SR 218 FOR 1.8  KM (1.1 MILE) TO ITS INTERSECTION WITH
 DG9991'SR 696 (FAIRVIEW DRIVE).  TURN RIGHT AND GO NORTH ON  SR 696 FOR 0.6
 DG9991'KM (0.4 MILE) TO ITS INTERSECTION WITH SMITH'S WHARF ROAD AND THE
 DG9991'STATION ON  THE LEFT AT THE INTERSECTION.
 DG9991' 
 DG9991'THE STATION IS 21.9 METERS (71.7 FEET) SOUTH FROM A SMITH'S WHARF ROAD
 DG9991'STREET SIGN, 19.7  METERS (64.7 FEET) NORTHWEST FROM A UTILITY POLE
 DG9991'NUMBERED 81, 13.3 METERS (43.5 FEET) WEST  FROM A MAILBOX NUMBERED
 DG9991'6337, 5.8 METERS (19.0 FEET) SOUTHEAST FROM A FRIENDLY COTTAGE  SIGN,
 DG9991'2.6 METERS (8.5 FEET) WEST FROM THE EDGE OF PAVEMENT OF SR 696, AND
 DG9991'0.3 METER (1.0  FOOT) EAST FROM A WITNESS POST.  THE STATION IS A
 DG9991'STANDARD KING GEORGE COUNTY, VA  ALUMINUM SURVEY DISK SET INTO A
 DG9991'POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN  DIAMETER, FLUSH WITH
 DG9991'THE GROUND SURFACE AND STAMPED FAIRVIEW 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9386 ***********************************************************************
 HV9386  DESIGNATION -  FAIRWOODS 50
 HV9386  PID         -  HV9386
 HV9386  STATE/COUNTY-  VA/FAIRFAX
 HV9386  USGS QUAD   -  MANASSAS (1994)
 HV9386
 HV9386                         *CURRENT SURVEY CONTROL
 HV9386  ___________________________________________________________________
 HV9386* NAD 83(1986)-  38 52 29.     (N)    077 22 53.     (W)     SCALED    
 HV9386* NAVD 88     -       131.958  (meters)     432.93   (feet)  ADJUSTED  
 HV9386  ___________________________________________________________________
 HV9386  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV9386  DYNAMIC HT  -         131.885 (meters)     432.69  (feet)  COMP
 HV9386  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 HV9386
 HV9386  VERT ORDER  -  THIRD
 HV9386
 HV9386.The horizontal coordinates were scaled from a topographic map and have
 HV9386.an estimated accuracy of +/- 6 seconds.
 HV9386
 HV9386.The orthometric height was determined by differential leveling
 HV9386.and adjusted by the National Geodetic Survey in September 2004..
 HV9386
 HV9386.The geoid height was determined by GEOID03.
 HV9386
 HV9386.The dynamic height is computed by dividing the NAVD 88
 HV9386.geopotential number by the normal gravity value computed on the
 HV9386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9386.degrees latitude (g = 980.6199 gals.).
 HV9386
 HV9386.The modeled gravity was interpolated from observed gravity values.
 HV9386
 HV9386;                    North         East    Units  Estimated Accuracy
 HV9386;SPC VA N     - 2,134,690.    3,597,070.      MT  (+/- 180 meters Scaled)
 HV9386
 HV9386                          SUPERSEDED SURVEY CONTROL
 HV9386
 HV9386.No superseded survey control is available for this station.
 HV9386
 HV9386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ934055(NAD 83)
 HV9386_MARKER: DD = SURVEY DISK
 HV9386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9386_SP_SET: CONCRETE POST
 HV9386_STAMPING: FAIRWOODS 50 1985
 HV9386_MARK LOGO: VA-059
 HV9386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9386+STABILITY: SURFACE MOTION
 HV9386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9386+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 HV9386
 HV9386  HISTORY     - Date     Condition        Report By
 HV9386  HISTORY     - 1985     MONUMENTED       VA-059
 HV9386  HISTORY     - 19920129 GOOD             MSI
 HV9386
 HV9386                          STATION DESCRIPTION
 HV9386
 HV9386'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9386'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 3.0 MILES
 HV9386'(4.8 KM) SOUTHEAST FROM THE TOWN OF CHANTILLY, 2.0 MILES (3.2 KM)
 HV9386'FROM I66 AND ROUTE 50 AND 3.8 MILES (6.1 KM) NORTHEAST FROM
 HV9386'CENTREVILLE.  TO REACH FROM THE INTERSECTION OF ROUTE 50 AND WEST OX
 HV9386'ROAD (ROUTE 608), PROCEED WEST ON ROUTE 50 FOR 1.0 MILES (1.6 KM) TO
 HV9386'THE STATION ON THE RIGHT, IN TOP OF A CONCRETE POST FLUSH WITH
 HV9386'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3831 ***********************************************************************
 GV3831  DESIGNATION -  FALLIN A 1931
 GV3831  PID         -  GV3831
 GV3831  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3831  USGS QUAD   -  HEATHSVILLE (1992)
 GV3831
 GV3831                         *CURRENT SURVEY CONTROL
 GV3831  ___________________________________________________________________
 GV3831* NAD 83(1993)-  37 58 06.08948(N)    076 28 22.05633(W)     ADJUSTED  
 GV3831* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3831  ___________________________________________________________________
 GV3831  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 GV3831  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 GV3831
 GV3831  HORZ ORDER  -  THIRD
 GV3831
 GV3831.The horizontal coordinates were established by classical geodetic methods
 GV3831.and adjusted by the National Geodetic Survey in November 1994..
 GV3831
 GV3831.The orthometric height was scaled from a topographic map.
 GV3831
 GV3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3831
 GV3831.The geoid height was determined by GEOID03.
 GV3831
 GV3831;                    North         East     Units Scale Factor Converg.
 GV3831;SPC VA S     - 1,183,365.868 3,678,117.385   MT  1.00000031   +1 13 49.3
 GV3831;SPC VA S     - 3,882,426.19 12,067,290.12   sFT  1.00000031   +1 13 49.3
 GV3831;SPC VA N     - 2,035,453.908 3,678,118.699   MT  1.00001210   +1 15 54.8
 GV3831;SPC VA N     - 6,677,985.03 12,067,294.43   sFT  1.00001210   +1 15 54.8
 GV3831;UTM  18      - 4,203,327.361   370,633.635   MT  0.99980612   -0 54 22.4
 GV3831
 GV3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3831!SPC VA S     -   1.00000535  x   1.00000031  =   1.00000566
 GV3831!SPC VA N     -   1.00000535  x   1.00001210  =   1.00001745
 GV3831!UTM  18      -   1.00000535  x   0.99980612  =   0.99981147
 GV3831
 GV3831:                Primary Azimuth Mark                     Grid Az
 GV3831:SPC VA S     -  TURNER 1931                              048 57 58.1
 GV3831:SPC VA N     -  TURNER 1931                              048 55 52.6
 GV3831:UTM  18      -  TURNER 1931                              051 06 09.8
 GV3831
 GV3831|---------------------------------------------------------------------|
 GV3831| PID    Reference Object                     Distance      Geod. Az  |
 GV3831|                                                           dddmmss.s |
 GV3831| GV3860 TURNER 1931                         APPROX. 0.7 KM 0501147.4 |
 GV3831| GV3832 FALLIN B 1931                       381.923 METERS 23552     |
 GV3831| GV3849 K USE 1931                          276.194 METERS 28741     |
 GV3831|---------------------------------------------------------------------|
 GV3831
 GV3831                          SUPERSEDED SURVEY CONTROL
 GV3831
 GV3831  NAD 83(1993)-  37 58 06.08737(N)    076 28 22.05869(W) AD(       ) 3
 GV3831  NAD 83(1986)-  37 58 06.09078(N)    076 28 22.07211(W) AD(       ) 3
 GV3831  NAD 27      -  37 58 05.60900(N)    076 28 23.20800(W) AD(       ) 3
 GV3831
 GV3831.Superseded values are not recommended for survey control.
 GV3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3831.See file dsdata.txt to determine how the superseded data were derived.
 GV3831
 GV3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7063403327(NAD 83)
 GV3831_MARKER: I = METAL ROD
 GV3831_SETTING: 0 = UNSPECIFIED SETTING
 GV3831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3831
 GV3831  HISTORY     - Date     Condition        Report By
 GV3831  HISTORY     - 1931     MONUMENTED       VACF
 GV3831  HISTORY     - 1943     GOOD             CGS
 GV3831  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3831
 GV3831                          STATION DESCRIPTION
 GV3831
 GV3831'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3831'STATION IS ON MARSH POINT OPPOSITE LAKE WHARF.  STATION IS
 GV3831'MARKED WITH A 4-FOOT LENGTH OF 1-INCH GALVANIZED-IRON PIPE
 GV3831'SURROUNDED, BELOW SURFACE OF GROUND, BY A BLOCK OF CONCRETE.
 GV3831'
 GV3831'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.95 METERS.
 GV3831
 GV3831                          STATION RECOVERY (1943)
 GV3831
 GV3831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3831'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD
 GV3831'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3831
 GV3831                          STATION RECOVERY (2002)
 GV3831
 GV3831'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3832 ***********************************************************************
 GV3832  DESIGNATION -  FALLIN B 1931
 GV3832  PID         -  GV3832
 GV3832  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3832  USGS QUAD   -  HEATHSVILLE (1992)
 GV3832
 GV3832                         *CURRENT SURVEY CONTROL
 GV3832  ___________________________________________________________________
 GV3832* NAD 83(1993)-  37 57 59.13876(N)    076 28 35.00788(W)     ADJUSTED  
 GV3832* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 GV3832  ___________________________________________________________________
 GV3832  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 GV3832  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 GV3832
 GV3832  HORZ ORDER  -  THIRD
 GV3832
 GV3832.The horizontal coordinates were established by classical geodetic methods
 GV3832.and adjusted by the National Geodetic Survey in November 1994..
 GV3832
 GV3832.The orthometric height was scaled from a topographic map.
 GV3832
 GV3832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3832
 GV3832.The geoid height was determined by GEOID03.
 GV3832
 GV3832;                    North         East     Units Scale Factor Converg.
 GV3832;SPC VA S     - 1,183,144.829 3,677,805.925   MT  0.99999996   +1 13 41.4
 GV3832;SPC VA S     - 3,881,700.99 12,066,268.27   sFT  0.99999996   +1 13 41.4
 GV3832;SPC VA N     - 2,035,232.677 3,677,807.369   MT  1.00001248   +1 15 46.7
 GV3832;SPC VA N     - 6,677,259.21 12,066,273.01   sFT  1.00001248   +1 15 46.7
 GV3832;UTM  18      - 4,203,118.128   370,314.212   MT  0.99980714   -0 54 30.2
 GV3832
 GV3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3832!SPC VA S     -   1.00000457  x   0.99999996  =   1.00000453
 GV3832!SPC VA N     -   1.00000457  x   1.00001248  =   1.00001705
 GV3832!UTM  18      -   1.00000457  x   0.99980714  =   0.99981170
 GV3832
 GV3832|---------------------------------------------------------------------|
 GV3832| PID    Reference Object                     Distance      Geod. Az  |
 GV3832|                                                           dddmmss.s |
 GV3832| GV3849 K USE 1931                          302.906 METERS 01005     |
 GV3832| GV3831 FALLIN A 1931                       381.923 METERS 05552     |
 GV3832| GV3851 L USE 1931                          394.269 METERS 21555     |
 GV3832| GV3847 HALL 1931                           354.141 METERS 25731     |
 GV3832|---------------------------------------------------------------------|
 GV3832
 GV3832                          SUPERSEDED SURVEY CONTROL
 GV3832
 GV3832  NAD 83(1993)-  37 57 59.13663(N)    076 28 35.01029(W) AD(       ) 3
 GV3832  NAD 83(1986)-  37 57 59.14009(N)    076 28 35.02362(W) AD(       ) 3
 GV3832  NAD 27      -  37 57 58.65600(N)    076 28 36.15800(W) AD(       ) 3
 GV3832
 GV3832.Superseded values are not recommended for survey control.
 GV3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3832.See file dsdata.txt to determine how the superseded data were derived.
 GV3832
 GV3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH7031403118(NAD 83)
 GV3832_MARKER: I = METAL ROD
 GV3832_SETTING: 0 = UNSPECIFIED SETTING
 GV3832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3832
 GV3832  HISTORY     - Date     Condition        Report By
 GV3832  HISTORY     - 1931     MONUMENTED       CGS
 GV3832  HISTORY     - 1943     GOOD             CGS
 GV3832  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 GV3832
 GV3832                          STATION DESCRIPTION
 GV3832
 GV3832'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (VFC)
 GV3832'STATION IS AT APPROXIMATE HIGH-WATER MARK AT THE FOOT OF A LOW
 GV3832'BANK, WILL POSSIBLY NOT WASH ANY FARTHER BACK AS GRASS IS STARTING
 GV3832'TO GROW AT THIS POINT, MARKED BY 4-FOOT SECTION OF 1-INCH
 GV3832'GALVANIZED-IRON PIPE SURROUNDED BY A BLOCK OF CONCRETE BELOW
 GV3832'SURFACE OF GROUND.
 GV3832'
 GV3832'FALLIN A JUST VISIBLE FROM THIS STATION OUTSIDE OF A BLUFF BETWEEN
 GV3832'THE TWO.
 GV3832
 GV3832                          STATION RECOVERY (1943)
 GV3832
 GV3832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3832'THIS STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3832'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 GV3832
 GV3832                          STATION RECOVERY (2002)
 GV3832
 GV3832'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2000 ***********************************************************************
 GV2000  DESIGNATION -  FALLING
 GV2000  PID         -  GV2000
 GV2000  STATE/COUNTY-  VA/CHESTERFIELD
 GV2000  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2000
 GV2000                         *CURRENT SURVEY CONTROL
 GV2000  ___________________________________________________________________
 GV2000* NAD 83(1993)-  37 25 44.55163(N)    077 25 47.58947(W)     ADJUSTED  
 GV2000* NAVD 88     -        29.599  (meters)      97.11   (feet)  ADJUSTED  
 GV2000  ___________________________________________________________________
 GV2000  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 GV2000  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV2000  DYNAMIC HT  -          29.578 (meters)      97.04  (feet)  COMP
 GV2000  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 GV2000
 GV2000  HORZ ORDER  -  SECOND
 GV2000  VERT ORDER  -  SECOND    CLASS 0
 GV2000
 GV2000.The horizontal coordinates were established by classical geodetic methods
 GV2000.and adjusted by the National Geodetic Survey in September 1995..
 GV2000
 GV2000.The orthometric height was determined by differential leveling
 GV2000.and adjusted by the National Geodetic Survey in June 1991..
 GV2000
 GV2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2000
 GV2000.The geoid height was determined by GEOID03.
 GV2000
 GV2000.The dynamic height is computed by dividing the NAVD 88
 GV2000.geopotential number by the normal gravity value computed on the
 GV2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2000.degrees latitude (g = 980.6199 gals.).
 GV2000
 GV2000.The modeled gravity was interpolated from observed gravity values.
 GV2000
 GV2000;                    North         East     Units Scale Factor Converg.
 GV2000;SPC VA S     - 1,122,133.082 3,594,707.633   MT  0.99994598   +0 38 58.1
 GV2000;SPC VA S     - 3,681,531.62 11,793,636.63   sFT  0.99994598   +0 38 58.1
 GV2000;UTM  18      - 4,145,240.930   285,002.131   MT  1.00016942   -1 28 38.6
 GV2000
 GV2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2000!SPC VA S     -   1.00000057  x   0.99994598  =   0.99994655
 GV2000!UTM  18      -   1.00000057  x   1.00016942  =   1.00016999
 GV2000
 GV2000:                Primary Azimuth Mark                     Grid Az
 GV2000:SPC VA S     -  RICHMOND DEEPWATER TERM SE TK            009 01 42.5
 GV2000:UTM  18      -  RICHMOND DEEPWATER TERM SE TK            011 09 19.2
 GV2000
 GV2000|---------------------------------------------------------------------|
 GV2000| PID    Reference Object                     Distance      Geod. Az  |
 GV2000|                                                           dddmmss.s |
 GV2000| GV5531 RICHMOND DEEPWATER TERM SE TK       APPROX. 3.1 KM 0094040.6 |
 GV2000| GV1999 FALLING RM 1                         22.110 METERS 02719     |
 GV2000| GV3498 FALLING RM 3                         19.792 METERS 03425     |
 GV2000| GV3499 FALLING RM 4                         19.343 METERS 11833     |
 GV2000| GV2001 FALLING RM 2                         21.994 METERS 12322     |
 GV2000| GV5514 BELLWOOD REYNOLDS METALS TANK       APPROX. 4.8 KM 1662207.3 |
 GV2000| GV2002 FALLING AZ MK                                      1701931.6 |
 GV2000| GV5524 RICHMOND ARMY QMC N TANK            APPROX. 1.9 KM 2803104.1 |
 GV2000| GV5519 RICHMOND DUPONT PLANT TALL STK      APPROX. 2.6 KM 3535117.4 |
 GV2000|---------------------------------------------------------------------|
 GV2000
 GV2000                          SUPERSEDED SURVEY CONTROL
 GV2000
 GV2000  NAD 83(1993)-  37 25 44.55181(N)    077 25 47.58892(W) AD(       ) 2
 GV2000  NAD 83(1986)-  37 25 44.55811(N)    077 25 47.60624(W) AD(       ) 2
 GV2000  NAD 27      -  37 25 44.02370(N)    077 25 48.66660(W) AD(       ) 2
 GV2000  NGVD 29 (??/??/??)   29.921  (m)           98.17   (f) ADJUSTED    2 0
 GV2000
 GV2000.Superseded values are not recommended for survey control.
 GV2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2000.See file dsdata.txt to determine how the superseded data were derived.
 GV2000
 GV2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8500245241(NAD 83)
 GV2000_MARKER: DS = TRIANGULATION STATION DISK
 GV2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2000_STAMPING: FALLING 1958
 GV2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2000+STABILITY: SURFACE MOTION
 GV2000
 GV2000  HISTORY     - Date     Condition        Report By
 GV2000  HISTORY     - 1958     MONUMENTED       CGS
 GV2000  HISTORY     - 1958     GOOD             CGS
 GV2000  HISTORY     - 1975     GOOD             NGS
 GV2000  HISTORY     - 1975     GOOD             NGS
 GV2000  HISTORY     - 1976     GOOD             NGS
 GV2000  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV2000  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2000  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2000
 GV2000                          STATION DESCRIPTION
 GV2000
 GV2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV2000'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF RICHMOND, 5 MILES
 GV2000'NORTH OF THE SMALL SETTLEMENT OF CHESTER AND ON THE NORTHEAST
 GV2000'END OF A BLUFF LOCALLY KNOWN AS DREWERYS BLUFF WHICH IS ON THE
 GV2000'RIGHT-OF-WAY TURNPIKE.  IT IS 55 FEET EAST OF FENCE AND 3 FEET
 GV2000'WEST NORTHWEST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT
 GV2000'6 INCHES AND THE DISK IS STAMPED FALLING 1958.
 GV2000'
 GV2000'REFERENCE MARK NO. 1 IS ABOUT 2 FEET HIGHER THAN THE STATION AND
 GV2000'THE DISK IS STAMPED FALLING NO 1 1958.
 GV2000'
 GV2000'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 GV2000'STATION MARK AND THE DISK IS STAMPED FALLING NO 2 1958.
 GV2000'
 GV2000'AZIMUTH MARK IS SET IN A DRIL HOLE ON THE EAST SIDE OF THE SOUTH
 GV2000'BOUND TRAFFIC LANE OF OVERPASS OF TURNPIKE.  THE DISK IS STAMPED
 GV2000'FALLING 1958.
 GV2000'
 GV2000'A TO REACH BY THE WAY OF THE NEW TURNPIKE COULD NOT BE MADE AT
 GV2000'THE TIME THE STATION WAS OCCUPIED AS THE TURNPIKE WAS UNDER
 GV2000'CONSTRUCTION.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY
 GV2000'301 AND 1 AND STATE HIGHWAY 161 IN THE SOUTH EDGE OF RICHMOND.  GO
 GV2000'SOUTHERLY ON U.S. HIGHWAY 301 AND 1 FOR 5.3 MILES TO OVER-PASS.
 GV2000'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 301 AND 1 FOR 0.15 MILE
 GV2000'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON BELLWOOD
 GV2000'ROAD FOR 0.5 MILE TO TURNPIKE OVERPASS.  CONTINUE STRAIGHT
 GV2000'AHEAD PASSING THROUGH UNDERPASS TO CROSSROADS.  TURN LEFT
 GV2000'ON TRACK ROAD AND GO NORTHERLY ALONG THE EAST SIDE OF TURNPIKE
 GV2000'FOR 0.45 MILE TO OVERPASS AND AZIMUTH MARK IN ABUTMENT OF THE
 GV2000'EAST SIDE OF THE SOUTH BOUND TRAFFIC LANE.  CONTINUE
 GV2000'STRAIGHT AHEAD FOR 0.5 MILE TO STATION ON RIGHT OR EAST SIDE
 GV2000'OF ROAD.  THIS IS ABOUT 1 MILE SOUTH OF THE MAIN TOLL GATE
 GV2000'OF THE RICHMOND PETERSBURG TURNPIKE.
 GV2000'
 GV2000'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GV2000
 GV2000                          STATION RECOVERY (1958)
 GV2000
 GV2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV2000'6.5 MI S FROM RICHMOND.
 GV2000'SOUTH ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE SOUTH
 GV2000'END OF THE JAMES RIVER BRIDGE FOR 6.5 MILES.  THE MARK IS EAST
 GV2000'OF THE TURNPIKE, ON THE NORTHEAST END OF A STEEP HILL KNOWN
 GV2000'AS DREWERYS BLUFF, 55 FEET EAST OF THE RIGHT OF WAY FENCE NEAR
 GV2000'AN ANGLE IN THE FENCE AND 3 FEET WEST NORTHWEST OF A METAL
 GV2000'WITNESS POST.  SET IN A TEN INCH SQUARE CONCRETE POST PROJECTING
 GV2000'6 INCHES.
 GV2000
 GV2000                          STATION RECOVERY (1975)
 GV2000
 GV2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GV2000'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 GV2000'IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN STRUCK BY HEAVY
 GV2000'EQUIPMENT AND THE DISK WAS BADLY BENT.  REFERENCE MARK NO. 2 HAD
 GV2000'ALSO BEEN STRUCK AND ONLY THE SHANK OF DISK REMAINED.  REFERENCE
 GV2000'MARKS 3 AND 4 WERE ESTABLISHED AND REFERENCE MARKS 1 AND 2 WERE
 GV2000'DESTROYED AT THIS TIME.  THE LINE OF SIGHT TO AZIMUTH MARK WAS
 GV2000'TEMPORARILY BLOCKED BY A HIGHLINE TOWER WHICH HAD BEEN REPLACED
 GV2000'AND THE OLD TOWER WAS LYING ON THE GROUND.  THE DISTANCE
 GV2000'TO REFERENCE MARK NO. 1 WAS LISTED IN ERROR OF 3 FEET.  THE
 GV2000'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE ADDITIONAL INFORMATION
 GV2000'AND CHANGES.
 GV2000'
 GV2000'STATION IS 28 FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD,
 GV2000'1.0 FOOT SOUTH OF STEEL WITNESS POST AND UNDER HIGHLINE.
 GV2000'
 GV2000'REFERENCE MARK NO. 3 IS 19 FEET EAST OF CENTERLINE OF TRACK ROAD,
 GV2000'ABOUT 2 FEET HIGHER IN ELEVATION THAN STATION MARK AND UNDER
 GV2000'HIGHLINE.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GV2000'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 GV2000'AND THE DISK IS STAMPED FALLING 1958 NO 3 1975.
 GV2000'
 GV2000'REFERENCE MARK NO. 4 IS 19 FEET EAST OF THE CENTERLINE OF TRACK
 GV2000'ROAD, ABOUT 1 FOOT HIGHER IN ELEVATION THAN STATION MARK AND UNDER
 GV2000'HIGHLINE.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GV2000'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 GV2000'AND THE DISK IS STAMPED FALLING 1958 NO 4 1975.
 GV2000'
 GV2000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 GV2000'OF CHESTER.
 GV2000
 GV2000                          STATION RECOVERY (1975)
 GV2000
 GV2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GV2000'RECOVERED IN GOOD CONDITION.
 GV2000
 GV2000                          STATION RECOVERY (1976)
 GV2000
 GV2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GV2000'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GV2000'GOOD CONDITION.  STATION WAS RECOVERED AND OCCUPIED AT THIS TIME TO
 GV2000'TIE NEW REFERENCE MARKS TO AZIMUTH MARK WHICH WAS OBSTRUCTED WHEN
 GV2000'STATION WAS LAST RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 GV2000'WITH THE 1975 ADDITIONS AND CHANGES.
 GV2000'
 GV2000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 GV2000'CHESTER.
 GV2000
 GV2000                          STATION RECOVERY (1995)
 GV2000
 GV2000'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2000'MARK NOT FOUND.
 GV2000
 GV2000                          STATION RECOVERY (1999)
 GV2000
 GV2000'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2000'MARK NOT FOUND.
 GV2000
 GV2000                          STATION RECOVERY (2004)
 GV2000
 GV2000'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2002 ***********************************************************************
 GV2002  DESIGNATION -  FALLING AZ MK
 GV2002  PID         -  GV2002
 GV2002  STATE/COUNTY-  VA/CHESTERFIELD
 GV2002  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2002
 GV2002                         *CURRENT SURVEY CONTROL
 GV2002  ___________________________________________________________________
 GV2002* NAD 83(1986)-  37 25 12.     (N)    077 25 40.     (W)     SCALED    
 GV2002* NAVD 88     -        33.217  (meters)     108.98   (feet)  ADJUSTED  
 GV2002  ___________________________________________________________________
 GV2002  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GV2002  DYNAMIC HT  -          33.193 (meters)     108.90  (feet)  COMP
 GV2002  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 GV2002
 GV2002  VERT ORDER  -  SECOND    CLASS 0
 GV2002
 GV2002.The horizontal coordinates were scaled from a topographic map and have
 GV2002.an estimated accuracy of +/- 6 seconds.
 GV2002
 GV2002.The orthometric height was determined by differential leveling
 GV2002.and adjusted by the National Geodetic Survey in June 1991..
 GV2002
 GV2002.The geoid height was determined by GEOID03.
 GV2002
 GV2002.The dynamic height is computed by dividing the NAVD 88
 GV2002.geopotential number by the normal gravity value computed on the
 GV2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2002.degrees latitude (g = 980.6199 gals.).
 GV2002
 GV2002.The modeled gravity was interpolated from observed gravity values.
 GV2002
 GV2002;                    North         East    Units  Estimated Accuracy
 GV2002;SPC VA S     - 1,121,130.    3,594,910.      MT  (+/- 180 meters Scaled)
 GV2002
 GV2002                          SUPERSEDED SURVEY CONTROL
 GV2002
 GV2002  NGVD 29 (??/??/??)   33.539  (m)          110.04   (f) ADJUSTED    2 0
 GV2002
 GV2002.Superseded values are not recommended for survey control.
 GV2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2002.See file dsdata.txt to determine how the superseded data were derived.
 GV2002
 GV2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG851442(NAD 83)
 GV2002_MARKER: DZ = AZIMUTH MARK DISK
 GV2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GV2002_SP_SET: BRIDGE WALKWAY
 GV2002_STAMPING: FALLING 1958
 GV2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GV2002
 GV2002  HISTORY     - Date     Condition        Report By
 GV2002  HISTORY     - 1958     MONUMENTED       CGS
 GV2002  HISTORY     - 1974     GOOD             LOCENG
 GV2002  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV2002  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2002  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2002
 GV2002                          STATION DESCRIPTION
 GV2002
 GV2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2002'6.8 MI S FROM RICHMOND.
 GV2002'SOUTH ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE SOUTH
 GV2002'END OF THE JAMES RIVER BRIDGE FOR 6.8 MILES.  THE MARK IS
 GV2002'SET IN A DRILL HOLE IN THE NORTH END OF THE EAST WALKWAY OF
 GV2002'THE SOUTH BOUND LANE BRIDGE OF THE TURNPIKE.
 GV2002
 GV2002                          STATION RECOVERY (1974)
 GV2002
 GV2002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 GV2002'RECOVERED IN GOOD CONDITION.
 GV2002
 GV2002                          STATION RECOVERY (1995)
 GV2002
 GV2002'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2002'MARK NOT FOUND.
 GV2002
 GV2002                          STATION RECOVERY (1999)
 GV2002
 GV2002'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2002'MARK NOT FOUND.
 GV2002
 GV2002                          STATION RECOVERY (2004)
 GV2002
 GV2002'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV2002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5525 ***********************************************************************
 GV5525  DESIGNATION -  FALLING CREEK LIGHT
 GV5525  PID         -  GV5525
 GV5525  STATE/COUNTY-  VA/CHESTERFIELD
 GV5525  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV5525
 GV5525                         *CURRENT SURVEY CONTROL
 GV5525  ___________________________________________________________________
 GV5525* NAD 83(1993)-  37 26 09.88986(N)    077 25 39.60246(W)     ADJUSTED  
 GV5525* NAVD 88     -                                                        
 GV5525  ___________________________________________________________________
 GV5525  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 GV5525  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GV5525
 GV5525  HORZ ORDER  -  THIRD
 GV5525
 GV5525.The horizontal coordinates were established by classical geodetic methods
 GV5525.and adjusted by the National Geodetic Survey in September 1995..
 GV5525
 GV5525
 GV5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5525
 GV5525.The geoid height was determined by GEOID03.
 GV5525
 GV5525;                    North         East     Units Scale Factor Converg.
 GV5525;SPC VA S     - 1,122,916.380 3,594,895.105   MT  0.99994612   +0 39 03.0
 GV5525;SPC VA S     - 3,684,101.49 11,794,251.69   sFT  0.99994612   +0 39 03.0
 GV5525;UTM  18      - 4,146,016.902   285,218.594   MT  1.00016827   -1 28 34.6
 GV5525
 GV5525                          SUPERSEDED SURVEY CONTROL
 GV5525
 GV5525  NAD 83(1993)-  37 26 09.89010(N)    077 25 39.60184(W) AD(       ) 4
 GV5525  NAD 83(1986)-  37 26 09.89629(N)    077 25 39.61887(W) AD(       ) 4
 GV5525  NAD 27      -  37 26 09.36000(N)    077 25 40.68000(W) AD(       ) 3
 GV5525
 GV5525.Superseded values are not recommended for survey control.
 GV5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5525.See file dsdata.txt to determine how the superseded data were derived.
 GV5525
 GV5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8521946017(NAD 83)
 GV5525_MARKER: 14 = NAVIGATION LIGHT
 GV5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV5525+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 GV5525
 GV5525  HISTORY     - Date     Condition        Report By
 GV5525  HISTORY     - 1943     FIRST OBSERVED   CGS
 GV5525  HISTORY     - 19940220 GOOD             USPSQD
 GV5525  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV5525  HISTORY     - 20041113 GOOD             USPSQD
 GV5525
 GV5525                          STATION DESCRIPTION
 GV5525
 GV5525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (IER)
 GV5525'STATION IS THE LIGHT ON THE AID-TO-NAVIGATION FALLING CREEK LIGHT,
 GV5525'WHICH IS ON THE W SIDE OF JAMES RIVER, ABOUT 5 MILES S OF RICHMOND,
 GV5525'ABOUT 1/2 MILE N OF DREWRYS BLUFF, AND NEAR THE MOUTH OF FALLING
 GV5525'CREEK.  THE LIGHT IS SET ON A PILE WHICH IS PAINTED BLACK.
 GV5525
 GV5525                          STATION RECOVERY (1994)
 GV5525
 GV5525'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV5525'RECOVERED IN GOOD CONDITION.
 GV5525
 GV5525                          STATION RECOVERY (1999)
 GV5525
 GV5525'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5525'MARK NOT FOUND.
 GV5525
 GV5525                          STATION RECOVERY (2004)
 GV5525
 GV5525'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV5525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2001 ***********************************************************************
 GV2001  DESIGNATION -  FALLING RM 2
 GV2001  PID         -  GV2001
 GV2001  STATE/COUNTY-  VA/CHESTERFIELD
 GV2001  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV2001
 GV2001                         *CURRENT SURVEY CONTROL
 GV2001  ___________________________________________________________________
 GV2001* NAD 83(1986)-  37 25 45.     (N)    077 25 47.     (W)     SCALED    
 GV2001* NAVD 88     -        29.863  (meters)      97.98   (feet)  ADJUSTED  
 GV2001  ___________________________________________________________________
 GV2001  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV2001  DYNAMIC HT  -          29.842 (meters)      97.91  (feet)  COMP
 GV2001  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 GV2001
 GV2001  VERT ORDER  -  SECOND    CLASS 0
 GV2001
 GV2001.The horizontal coordinates were scaled from a topographic map and have
 GV2001.an estimated accuracy of +/- 6 seconds.
 GV2001
 GV2001.The orthometric height was determined by differential leveling
 GV2001.and adjusted by the National Geodetic Survey in June 1991..
 GV2001
 GV2001.The geoid height was determined by GEOID03.
 GV2001
 GV2001.The dynamic height is computed by dividing the NAVD 88
 GV2001.geopotential number by the normal gravity value computed on the
 GV2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2001.degrees latitude (g = 980.6199 gals.).
 GV2001
 GV2001.The modeled gravity was interpolated from observed gravity values.
 GV2001
 GV2001;                    North         East    Units  Estimated Accuracy
 GV2001;SPC VA S     - 1,122,150.    3,594,720.      MT  (+/- 180 meters Scaled)
 GV2001
 GV2001                          SUPERSEDED SURVEY CONTROL
 GV2001
 GV2001  NGVD 29 (??/??/??)   30.185  (m)           99.03   (f) ADJUSTED    2 0
 GV2001
 GV2001.Superseded values are not recommended for survey control.
 GV2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2001.See file dsdata.txt to determine how the superseded data were derived.
 GV2001
 GV2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850452(NAD 83)
 GV2001_MARKER: DR = REFERENCE MARK DISK
 GV2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2001_STAMPING: FALLING NO 2 1958
 GV2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2001+STABILITY: SURFACE MOTION
 GV2001
 GV2001  HISTORY     - Date     Condition        Report By
 GV2001  HISTORY     - 1958     MONUMENTED       CGS
 GV2001  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2001  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV2001  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV2001  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV2001
 GV2001                          STATION DESCRIPTION
 GV2001
 GV2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV2001'6.5 MI S FROM RICHMOND.
 GV2001'SOUTH ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE SOUTH
 GV2001'END OF THE JAMES RIVER BRIDGE FOR 6.5 MILES.  THE MARK IS
 GV2001'EAST OF THE TURNPIKE, ONTHE NORTHEAST END OF A STEEP HILL KNOWN
 GV2001'AS DREWERYS BLUFF, 125 FEET EAST OF THE RIGHT OF WAY FENCE
 GV2001'AT A POINT WHERE THE FENCE MAKES A SHARP ANGLE AND 72 FEET
 GV2001'EAST SOUTHEAST OF STATION FALLING.  SET IN A TEN INCH
 GV2001'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GV2001
 GV2001                          STATION RECOVERY (1988)
 GV2001
 GV2001'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMD)
 GV2001'MARK NOT FOUND.
 GV2001
 GV2001                          STATION RECOVERY (1995)
 GV2001
 GV2001'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2001'MARK NOT FOUND.
 GV2001
 GV2001                          STATION RECOVERY (1999)
 GV2001
 GV2001'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV2001'MARK NOT FOUND.
 GV2001
 GV2001                          STATION RECOVERY (2004)
 GV2001
 GV2001'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3498 ***********************************************************************
 GV3498  DESIGNATION -  FALLING RM 3
 GV3498  PID         -  GV3498
 GV3498  STATE/COUNTY-  VA/CHESTERFIELD
 GV3498  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3498
 GV3498                         *CURRENT SURVEY CONTROL
 GV3498  ___________________________________________________________________
 GV3498* NAD 83(1986)-  37 25 45.     (N)    077 25 47.     (W)     SCALED    
 GV3498* NAVD 88     -        30.22   (meters)      99.1    (feet)  RESET     
 GV3498  ___________________________________________________________________
 GV3498  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV3498
 GV3498  VERT ORDER  -  THIRD
 GV3498
 GV3498.The horizontal coordinates were scaled from a topographic map and have
 GV3498.an estimated accuracy of +/- 6 seconds.
 GV3498
 GV3498.The orthometric height was computed from unverified reset data.
 GV3498.No vertical observational check was made to the station.
 GV3498
 GV3498.The geoid height was determined by GEOID03.
 GV3498
 GV3498;                    North         East    Units  Estimated Accuracy
 GV3498;SPC VA S     - 1,122,150.    3,594,720.      MT  (+/- 180 meters Scaled)
 GV3498
 GV3498                          SUPERSEDED SURVEY CONTROL
 GV3498
 GV3498  NGVD 29 (??/??/??)   30.54   (m)          100.2    (f) RESET       3  
 GV3498
 GV3498.Superseded values are not recommended for survey control.
 GV3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3498.See file dsdata.txt to determine how the superseded data were derived.
 GV3498
 GV3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850452(NAD 83)
 GV3498_MARKER: DR = REFERENCE MARK DISK
 GV3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3498_STAMPING: FALLING 1958 NO 3 1975
 GV3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3498+STABILITY: SURFACE MOTION
 GV3498
 GV3498  HISTORY     - Date     Condition        Report By
 GV3498  HISTORY     - 1975     MONUMENTED       NGS
 GV3498  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV3498  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV3498  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3498
 GV3498                          STATION DESCRIPTION
 GV3498
 GV3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3498'5 MI N FROM CHESTER.
 GV3498'S ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE S END OF THE
 GV3498'JAMES RIVER BRIDGE FOR 6.5 MILES TO HILL ON LEFT OR EAST SIDE
 GV3498'OF HIGHWAY KNOWN AS DREWERYS BLUFF.  MARK IS 64.93 FT NE OF
 GV3498'TRIANGULATION STATION FALLING 1958, DESCRIBED, 19 FT E OF
 GV3498'CENTERLINE OF TRACK ROAD AND UNDER HIGHLINE.  A STANDARD DISK
 GV3498'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES
 GV3498'IN DIAMETER AND FLUSH WITH THE GROUND.
 GV3498
 GV3498                          STATION RECOVERY (1995)
 GV3498
 GV3498'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3498'MARK NOT FOUND.
 GV3498
 GV3498                          STATION RECOVERY (1999)
 GV3498
 GV3498'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3498'MARK NOT FOUND.
 GV3498
 GV3498                          STATION RECOVERY (2004)
 GV3498
 GV3498'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3499 ***********************************************************************
 GV3499  DESIGNATION -  FALLING RM 4
 GV3499  PID         -  GV3499
 GV3499  STATE/COUNTY-  VA/CHESTERFIELD
 GV3499  USGS QUAD   -  DREWRYS BLUFF (1994)
 GV3499
 GV3499                         *CURRENT SURVEY CONTROL
 GV3499  ___________________________________________________________________
 GV3499* NAD 83(1986)-  37 25 45.     (N)    077 25 47.     (W)     SCALED    
 GV3499* NAVD 88     -        29.97   (meters)      98.3    (feet)  RESET     
 GV3499  ___________________________________________________________________
 GV3499  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GV3499
 GV3499  VERT ORDER  -  THIRD
 GV3499
 GV3499.The horizontal coordinates were scaled from a topographic map and have
 GV3499.an estimated accuracy of +/- 6 seconds.
 GV3499
 GV3499.The orthometric height was computed from unverified reset data.
 GV3499.No vertical observational check was made to the station.
 GV3499
 GV3499.The geoid height was determined by GEOID03.
 GV3499
 GV3499;                    North         East    Units  Estimated Accuracy
 GV3499;SPC VA S     - 1,122,150.    3,594,720.      MT  (+/- 180 meters Scaled)
 GV3499
 GV3499                          SUPERSEDED SURVEY CONTROL
 GV3499
 GV3499  NGVD 29 (??/??/??)   30.30   (m)           99.4    (f) RESET       3  
 GV3499
 GV3499.Superseded values are not recommended for survey control.
 GV3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3499.See file dsdata.txt to determine how the superseded data were derived.
 GV3499
 GV3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG850452(NAD 83)
 GV3499_MARKER: DR = REFERENCE MARK DISK
 GV3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV3499_STAMPING: FALLING 1958 NO 4 1975
 GV3499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3499+STABILITY: SURFACE MOTION
 GV3499
 GV3499  HISTORY     - Date     Condition        Report By
 GV3499  HISTORY     - 1975     MONUMENTED       NGS
 GV3499  HISTORY     - 19950121 MARK NOT FOUND   USPSQD
 GV3499  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 GV3499  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 GV3499
 GV3499                          STATION DESCRIPTION
 GV3499
 GV3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GV3499'5 MI N FROM CHESTER.
 GV3499'S ALONG THE RICHMOND-PETERSBURG TURNPIKE FROM THE S END OF THE
 GV3499'JAMES RIVER BRIDGE FOR 6.5 MILES TO HILL ON LEFT OR EAST SIDE
 GV3499'OF HIGHWAY KNOWN AS DREWERYS BLUFF.  MARK IS 63.46 FT SE OF
 GV3499'STATION FALLING 1958, DESCRIBED 19 FT E OF
 GV3499'CENTERLINE OF TRACK ROAD AND UNDER HIGHLINE.  A STANDARD DISK
 GV3499'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES
 GV3499'IN DIAMETER AND FLUSH WITH THE GROUND.
 GV3499
 GV3499                          STATION RECOVERY (1995)
 GV3499
 GV3499'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3499'MARK NOT FOUND.
 GV3499
 GV3499                          STATION RECOVERY (1999)
 GV3499
 GV3499'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV3499'MARK NOT FOUND.
 GV3499
 GV3499                          STATION RECOVERY (2004)
 GV3499
 GV3499'RECOVERY NOTE BY US POWER SQUADRON 2004 (NMC)
 GV3499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8406 ***********************************************************************
 HV8406  DESIGNATION -  FALLS
 HV8406  PID         -  HV8406
 HV8406  STATE/COUNTY-  VA/FAIRFAX
 HV8406  USGS QUAD   -  VIENNA (1994)
 HV8406
 HV8406                         *CURRENT SURVEY CONTROL
 HV8406  ___________________________________________________________________
 HV8406* NAD 83(1993)-  38 59 20.66587(N)    077 17 20.58678(W)     ADJUSTED  
 HV8406* NAVD 88     -        94.2    (meters)     309.     (feet)  VERTCON   
 HV8406  ___________________________________________________________________
 HV8406  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HV8406  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HV8406
 HV8406  HORZ ORDER  -  SECOND
 HV8406
 HV8406.The horizontal coordinates were established by classical geodetic methods
 HV8406.and adjusted by the National Geodetic Survey in November 1994..
 HV8406
 HV8406.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8406
 HV8406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8406
 HV8406.The geoid height was determined by GEOID03.
 HV8406
 HV8406;                    North         East     Units Scale Factor Converg.
 HV8406;SPC VA N     - 2,147,480.221 3,604,909.956   MT  0.99996937   +0 45 20.8
 HV8406;SPC VA N     - 7,045,524.69 11,827,108.75   sFT  0.99996937   +0 45 20.8
 HV8406;SPC MD       -   146,832.942   374,957.873   MT  0.99995180   -0 10 53.1
 HV8406;SPC MD       -   481,734.41  1,230,174.29   sFT  0.99995180   -0 10 53.1
 HV8406;UTM  18      - 4,318,056.536   301,745.399   MT  1.00008400   -1 26 26.4
 HV8406
 HV8406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8406!SPC VA N     -   0.99999019  x   0.99996937  =   0.99995956
 HV8406!SPC MD       -   0.99999019  x   0.99995180  =   0.99994199
 HV8406!UTM  18      -   0.99999019  x   1.00008400  =   1.00007419
 HV8406
 HV8406                          SUPERSEDED SURVEY CONTROL
 HV8406
 HV8406  NAD 83(1993)-  38 59 20.66586(N)    077 17 20.58759(W) AD(       ) 2
 HV8406  NAD 83(1986)-  38 59 20.66560(N)    077 17 20.59724(W) AD(       ) 2
 HV8406  NGVD 29 (01/12/90)   94.5    (m)          310.     (f) VERT ANG       
 HV8406
 HV8406.Superseded values are not recommended for survey control.
 HV8406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8406.See file dsdata.txt to determine how the superseded data were derived.
 HV8406
 HV8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0174518057(NAD 83)
 HV8406_MARKER: DE = TRAVERSE STATION DISK
 HV8406_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8406_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8406+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 HV8406
 HV8406  HISTORY     - Date     Condition        Report By
 HV8406  HISTORY     - 1969     MONUMENTED       VA-059
 HV8406  HISTORY     - 1975     GOOD             VA-059
 HV8406  HISTORY     - 1977     GOOD             VA-059
 HV8406  HISTORY     - 20050625 GOOD             USPSQD
 HV8406
 HV8406                          STATION DESCRIPTION
 HV8406
 HV8406'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8406'THE STATION IS 0.7 MILES SOUTH SOUTHEAST OF THE VILLAGE OF GREAT FALLS
 HV8406'IN THE OLIVER ESTATES SUBDIVISION.  THE STATION IS AT NORTHWEST CORNER
 HV8406'OF INTERSECTION OF CONSTELLATION DRIVE AND GOLDEN FALCON STREET IN THE
 HV8406'RIGHT OF WAY OF CONSTELLATION DRIVE.
 HV8406'
 HV8406'FROM INTERSECTION OF ROUTE 193 AND WALKER ROAD PROCEED  SOUTH
 HV8406'SOUTHEAST ON WALKER ROAD, 0.6 MILES TO INTERSECTION GOLDEN FALCON
 HV8406'STREET.  RIGHT (WEST SOUTHWEST) ON SAME 0.1 MILES TO CONSTELLATION
 HV8406'DRIVE AND STATION ON RIGHT, SET IN A CONCRETE MASS IN FRONT OF HOUSE
 HV8406'9908 CONSTELLATION DRIVE, 27.8 FEET NORTH OF THE SOUTH END OF CONCRETE
 HV8406'DITCH.
 HV8406'
 HV8406'STATION IS STANDARD DISK STAMPED---FALLS 1969---.
 HV8406
 HV8406                          STATION RECOVERY (1975)
 HV8406
 HV8406'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8406'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8406'MAP 13-1, REVISED TO 1-1-76.
 HV8406
 HV8406                          STATION RECOVERY (1977)
 HV8406
 HV8406'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8406'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8406'DESCRIPTION.
 HV8406
 HV8406                          STATION RECOVERY (2005)
 HV8406
 HV8406'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 HV8406'N 38 59.341
 HV8406'W 077 17.341
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5533 ***********************************************************************
 AJ5533  DESIGNATION -  FALLS
 AJ5533  PID         -  AJ5533
 AJ5533  STATE/COUNTY-  VA/STAFFORD
 AJ5533  USGS QUAD   -  FREDERICKSBURG (1994)
 AJ5533
 AJ5533                         *CURRENT SURVEY CONTROL
 AJ5533  ___________________________________________________________________
 AJ5533* NAD 83(1993)-  38 15 33.25428(N)    077 24 39.03308(W)     ADJUSTED  
 AJ5533* NAVD 88     -        17.2    (meters)      56.     (feet)  GPS OBS   
 AJ5533  ___________________________________________________________________
 AJ5533  X           -   1,092,985.955 (meters)                     COMP
 AJ5533  Y           -  -4,894,088.253 (meters)                     COMP
 AJ5533  Z           -   3,928,069.380 (meters)                     COMP
 AJ5533  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AJ5533  ELLIP HEIGHT-         -15.33  (meters)          (05/17/02) GPS OBS
 AJ5533  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AJ5533
 AJ5533  HORZ ORDER  -  FIRST
 AJ5533  ELLP ORDER  -  FOURTH    CLASS II
 AJ5533
 AJ5533.The horizontal coordinates were established by GPS observations
 AJ5533.and adjusted by the National Geodetic Survey in October 2001..
 AJ5533
 AJ5533.The orthometric height was determined by GPS observations and a
 AJ5533.high-resolution geoid model.
 AJ5533
 AJ5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5533
 AJ5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5533
 AJ5533.The ellipsoidal height was determined by GPS observations
 AJ5533.and is referenced to NAD 83.
 AJ5533
 AJ5533.The geoid height was determined by GEOID03.
 AJ5533
 AJ5533;                    North         East     Units Scale Factor Converg.
 AJ5533;SPC VA N     - 2,066,339.445 3,595,320.339   MT  0.99996782   +0 40 47.1
 AJ5533;SPC VA N     - 6,779,315.33 11,795,646.81   sFT  0.99996782   +0 40 47.1
 AJ5533;UTM  18      - 4,237,327.418   289,067.094   MT  1.00014798   -1 29 36.2
 AJ5533
 AJ5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5533!SPC VA N     -   1.00000241  x   0.99996782  =   0.99997023
 AJ5533!UTM  18      -   1.00000241  x   1.00014798  =   1.00015039
 AJ5533
 AJ5533                          SUPERSEDED SURVEY CONTROL
 AJ5533
 AJ5533  ELLIP H (10/09/01)  -15.32   (m)                       GP(       ) 4 1
 AJ5533
 AJ5533.Superseded values are not recommended for survey control.
 AJ5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5533.See file dsdata.txt to determine how the superseded data were derived.
 AJ5533
 AJ5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8906737327(NAD 83)
 AJ5533_MARKER: DD = SURVEY DISK
 AJ5533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5533_STAMPING: FALLS 2000
 AJ5533_MARK LOGO: VA-179
 AJ5533_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5533+STABILITY: SURFACE MOTION
 AJ5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5533+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 AJ5533
 AJ5533  HISTORY     - Date     Condition        Report By
 AJ5533  HISTORY     - 20010603 MONUMENTED       GEOMET
 AJ5533  HISTORY     - 20020712 GOOD             GEOMET
 AJ5533
 AJ5533                          STATION DESCRIPTION
 AJ5533
 AJ5533'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2001 (DAR)
 AJ5533'THE STATION IS LOCATED IN SOUTHEASTERN STAFFORD COUNTY,  VIRGINIA AT
 AJ5533'THE LITTLE FALLS
 AJ5533'RUN
 AJ5533'WASTEWATER TREATMENT FACILITY.
 AJ5533' 
 AJ5533'TO REACH THE STATION FROM THE OF INTERSECTION KINGS HIGHWAY (ROUTE 3)
 AJ5533'AND WHITE OAK
 AJ5533'ROAD (ROUTE 218) PROCEED EAST ALONG KINGS HIGHWAY (ROUTE 3) A DISTANCE
 AJ5533'OF 4.1 MILES TO ITS
 AJ5533'INTERSECTION WITH THE ACCESS ROAD TO LITTLE FALLS RUN WASTEWATER
 AJ5533'TREATMENT FACILITY.
 AJ5533'TURN RIGHT AND PROCEED SOUTHWEST ALONG THE ACCESS ROAD 0.15 MILE TO
 AJ5533'THE STATION ON
 AJ5533'THE RIGHT.
 AJ5533' 
 AJ5533'THE STATION IS A STANDARD 3 1/2 INCH STAFFORD COUNTY, VA GIS OFFICE
 AJ5533'ALUMINUM SURVEY DISK
 AJ5533'SET IN CONCRETE ONE INCH BELOW THE GROUND SURFACE AND STAMPED FALLS
 AJ5533'2000.
 AJ5533' 
 AJ5533'THE STATION IS 30.6 FEET AZIMUTH 62 DEGREES TO UTILITY POLE DG17,
 AJ5533'67.6 FEET AZIMUTH 102
 AJ5533'DEGREES TO A GATE POST, 20.6 FEET AZIMUTH 254 DEGREES TO A STOP SIGN,
 AJ5533'3.8 FEET AZIMUTH 343
 AJ5533'DEGREES TO A FENCE LINE, AND 3.8 FEET AZIMUTH 342 DEGREES TO A WITNESS
 AJ5533'POST.
 AJ5533' 
 AJ5533' 
 AJ5533' 
 AJ5533' 
 AJ5533' 
 AJ5533'
 AJ5533
 AJ5533                          STATION RECOVERY (2002)
 AJ5533
 AJ5533'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (DAR)
 AJ5533'RECOVERED AS DESCRIBED.
 AJ5533'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4798 ***********************************************************************
 HV4798  DESIGNATION -  FALLS CH CHRISTIAN CH SPIRE
 HV4798  PID         -  HV4798
 HV4798  STATE/COUNTY-  VA/FAIRFAX
 HV4798  USGS QUAD   -  ANNANDALE (1994)
 HV4798
 HV4798                         *CURRENT SURVEY CONTROL
 HV4798  ___________________________________________________________________
 HV4798* NAD 83(1993)-  38 51 48.75230(N)    077 08 59.85376(W)     ADJUSTED  
 HV4798* NAVD 88     -                                                        
 HV4798  ___________________________________________________________________
 HV4798  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HV4798  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV4798
 HV4798  HORZ ORDER  -  THIRD
 HV4798
 HV4798.The horizontal coordinates were established by classical geodetic methods
 HV4798.and adjusted by the National Geodetic Survey in November 1994..
 HV4798
 HV4798
 HV4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4798
 HV4798.The geoid height was determined by GEOID03.
 HV4798
 HV4798;                    North         East     Units Scale Factor Converg.
 HV4798;SPC VA N     - 2,133,714.553 3,617,164.273   MT  0.99995758   +0 50 33.3
 HV4798;SPC VA N     - 7,000,361.83 11,867,313.12   sFT  0.99995758   +0 50 33.3
 HV4798;UTM  18      - 4,303,830.466   313,464.781   MT  1.00002848   -1 20 57.9
 HV4798
 HV4798                          SUPERSEDED SURVEY CONTROL
 HV4798
 HV4798  NAD 83(1993)-  38 51 48.75110(N)    077 08 59.85608(W) AD(       ) 4
 HV4798  NAD 83(1986)-  38 51 48.75118(N)    077 08 59.86575(W) AD(       ) 4
 HV4798  NAD 27      -  38 51 48.34793(N)    077 09 00.93393(W) AD(       ) 3
 HV4798
 HV4798.Superseded values are not recommended for survey control.
 HV4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4798.See file dsdata.txt to determine how the superseded data were derived.
 HV4798
 HV4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1346503830(NAD 83)
 HV4798_MARKER: 91 = CHURCH CROSS
 HV4798
 HV4798  HISTORY     - Date     Condition        Report By
 HV4798  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4798  HISTORY     - 20030819 GOOD             GEOCAC
 HV4798
 HV4798                          STATION DESCRIPTION
 HV4798
 HV4798'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4798'THE STATION IS THE TOP CENTER OF THE WHITE CROSS ON A CHARCOAL GRAY
 HV4798'SPIRE ABOVE THE RED BRICK BUILDING OF THE FALLS CHURCH CHRISTIAN
 HV4798'CHURCH, LOCATED AT 6175 LEESBURG TPKE, FALLS CHURCH.
 HV4798'
 HV4798'THE STATION IS ABOUT 95 FEET ABOVE THE GROUND.
 HV4798
 HV4798                          STATION RECOVERY (2003)
 HV4798
 HV4798'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4856 ***********************************************************************
 HV4856  DESIGNATION -  FALLS CH METH CH SPIRE
 HV4856  PID         -  HV4856
 HV4856  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4856  USGS QUAD   -  FALLS CHURCH (1994)
 HV4856
 HV4856                         *CURRENT SURVEY CONTROL
 HV4856  ___________________________________________________________________
 HV4856* NAD 83(1993)-  38 53 03.12572(N)    077 10 00.04253(W)     ADJUSTED  
 HV4856* NAVD 88     -                                                        
 HV4856  ___________________________________________________________________
 HV4856  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV4856  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4856
 HV4856  HORZ ORDER  -  THIRD
 HV4856
 HV4856.The horizontal coordinates were established by classical geodetic methods
 HV4856.and adjusted by the National Geodetic Survey in November 1994..
 HV4856
 HV4856
 HV4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4856
 HV4856.The geoid height was determined by GEOID03.
 HV4856
 HV4856;                    North         East     Units Scale Factor Converg.
 HV4856;SPC VA N     - 2,135,986.461 3,615,680.089   MT  0.99995919   +0 49 55.7
 HV4856;SPC VA N     - 7,007,815.58 11,862,443.76   sFT  0.99995919   +0 49 55.7
 HV4856;UTM  18      - 4,306,157.657   312,068.491   MT  1.00003492   -1 21 37.9
 HV4856
 HV4856                          SUPERSEDED SURVEY CONTROL
 HV4856
 HV4856  NAD 83(1993)-  38 53 03.12445(N)    077 10 00.04493(W) AD(       ) 4
 HV4856  NAD 83(1986)-  38 53 03.12429(N)    077 10 00.05445(W) AD(       ) 4
 HV4856  NAD 27      -  38 53 02.72217(N)    077 10 01.12075(W) AD(       ) 3
 HV4856
 HV4856.Superseded values are not recommended for survey control.
 HV4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4856.See file dsdata.txt to determine how the superseded data were derived.
 HV4856
 HV4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1206806158(NAD 83)
 HV4856_MARKER: 90 = CHURCH SPIRE
 HV4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4856+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 HV4856
 HV4856  HISTORY     - Date     Condition        Report By
 HV4856  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4856  HISTORY     - 20050120 GOOD             GEOCAC
 HV4856
 HV4856                          STATION DESCRIPTION
 HV4856
 HV4856'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4856'THE STATION IS THE FALLS CHURCH METHODIST CHURCH SPIRE.  THE POINT
 HV4856'OBSERVED WAS THE CENTER OF THE TOP OF THE WHITE CROSS ABOVE THE
 HV4856'BUILDING OF THE CROSSMAN UNITED METHODIST CHURCH IN FALLS CHURCH.
 HV4856'THE STATION IS ABOUT 102 FEET ABOVE THE GROUND.
 HV4856'
 HV4856'THE STATION IS LOCATED AT 384 NORTH WASHINGTON STREET IN FALLS
 HV4856'CHURCH.
 HV4856
 HV4856                          STATION RECOVERY (2005)
 HV4856
 HV4856'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4856'THE STATION IS LOCATED IN THE SOUTH ANGLE OF THE INTERSECTION OF NORTH
 HV4856'WASHINGTON STREET AND EAST COLUMBIA STREET, ABOUT 0.25 MILES NORTHEAST
 HV4856'OF THE INTERSECTION OF WASHINGTON STREET (STATE ROUTE 29) AND BROAD
 HV4856'STREET (STATE ROUTE 7)IN FALLS CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4816 ***********************************************************************
 HV4816  DESIGNATION -  FALLS CH RAD STA WEAM E MAST
 HV4816  PID         -  HV4816
 HV4816  STATE/COUNTY-  VA/FAIRFAX
 HV4816  USGS QUAD   -  FALLS CHURCH (1994)
 HV4816
 HV4816                         *CURRENT SURVEY CONTROL
 HV4816  ___________________________________________________________________
 HV4816* NAD 83(1993)-  38 54 14.15609(N)    077 09 49.49345(W)     ADJUSTED  
 HV4816* NAVD 88     -                                                        
 HV4816  ___________________________________________________________________
 HV4816  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HV4816  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV4816
 HV4816  HORZ ORDER  -  THIRD
 HV4816
 HV4816.The horizontal coordinates were established by classical geodetic methods
 HV4816.and adjusted by the National Geodetic Survey in November 1994..
 HV4816
 HV4816
 HV4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4816
 HV4816.The geoid height was determined by GEOID03.
 HV4816
 HV4816;                    North         East     Units Scale Factor Converg.
 HV4816;SPC VA N     - 2,138,180.206 3,615,902.426   MT  0.99996085   +0 50 02.3
 HV4816;SPC VA N     - 7,015,012.89 11,863,173.21   sFT  0.99996085   +0 50 02.3
 HV4816;UTM  18      - 4,308,341.450   312,374.632   MT  1.00003350   -1 21 33.4
 HV4816
 HV4816                          SUPERSEDED SURVEY CONTROL
 HV4816
 HV4816  NAD 83(1993)-  38 54 14.15494(N)    077 09 49.49579(W) AD(       ) 4
 HV4816  NAD 83(1986)-  38 54 14.15481(N)    077 09 49.50565(W) AD(       ) 4
 HV4816  NAD 27      -  38 54 13.75339(N)    077 09 50.57080(W) AD(       ) 3
 HV4816
 HV4816.Superseded values are not recommended for survey control.
 HV4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4816.See file dsdata.txt to determine how the superseded data were derived.
 HV4816
 HV4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1237508341(NAD 83)
 HV4816_MARKER: 42 = RADIO/TV MAST
 HV4816
 HV4816  HISTORY     - Date     Condition        Report By
 HV4816  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4816  HISTORY     - 1969     GOOD             CGS
 HV4816  HISTORY     - 20020914 GOOD             INDIV
 HV4816
 HV4816                          STATION DESCRIPTION
 HV4816
 HV4816'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4816'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE MOST EASTERLY
 HV4816'RADIO TOWER OF FOUR WHICH ARE LOCATED ABOUT 1-1/2 MILES NORTH
 HV4816'OF FALLS CHURCH AND 330 YARDS WEST OF THE FAIRFAX-ARLINGTON
 HV4816'COUNTY LINE AND ARE AT CRIMMINS LAND AND OVERBROOK STREET.  THE
 HV4816'MAST IS A SLENDER STEEL STRUCTURE ABOUT 125 FEET HIGH AND IS
 HV4816'PAINTED RED AND WHITE.
 HV4816
 HV4816                          STATION RECOVERY (1969)
 HV4816
 HV4816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4816'THE STATION IS THE FALLS CHURCH RADIO STATION WEAM EAST MAST 1957.
 HV4816'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE RED LIGHT ON
 HV4816'THE TOP OF THE EAST MAST OF FOUR THAT ARE IN LINE.  THE STATION IS
 HV4816'ABOUT 205 FEET ABOVE THE GROUND.
 HV4816'
 HV4816'THE STATION IS LOCATED AT 2131 CRIMMINS LANE IN FALLS CHURCH.
 HV4816
 HV4816                          STATION RECOVERY (2002)
 HV4816
 HV4816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV4816'THIS RADIO STATION IS NOW KNOWN AS WUST, NEW WORLD RADIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4817 ***********************************************************************
 HV4817  DESIGNATION -  FALLS CH RAD STA WEAM W MAST
 HV4817  PID         -  HV4817
 HV4817  STATE/COUNTY-  VA/FAIRFAX
 HV4817  USGS QUAD   -  FALLS CHURCH (1994)
 HV4817
 HV4817                         *CURRENT SURVEY CONTROL
 HV4817  ___________________________________________________________________
 HV4817* NAD 83(1993)-  38 54 15.77147(N)    077 09 55.88266(W)     ADJUSTED  
 HV4817* NAVD 88     -                                                        
 HV4817  ___________________________________________________________________
 HV4817  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HV4817  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV4817
 HV4817  HORZ ORDER  -  THIRD
 HV4817
 HV4817.The horizontal coordinates were established by classical geodetic methods
 HV4817.and adjusted by the National Geodetic Survey in November 1994..
 HV4817
 HV4817
 HV4817.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4817
 HV4817.The geoid height was determined by GEOID03.
 HV4817
 HV4817;                    North         East     Units Scale Factor Converg.
 HV4817;SPC VA N     - 2,138,227.773 3,615,747.774   MT  0.99996089   +0 49 58.3
 HV4817;SPC VA N     - 7,015,168.95 11,862,665.82   sFT  0.99996089   +0 49 58.3
 HV4817;UTM  18      - 4,308,394.905   312,221.902   MT  1.00003421   -1 21 37.4
 HV4817
 HV4817                          SUPERSEDED SURVEY CONTROL
 HV4817
 HV4817  NAD 83(1993)-  38 54 15.77032(N)    077 09 55.88501(W) AD(       ) 4
 HV4817  NAD 83(1986)-  38 54 15.77019(N)    077 09 55.89487(W) AD(       ) 4
 HV4817  NAD 27      -  38 54 15.36878(N)    077 09 56.95974(W) AD(       ) 3
 HV4817
 HV4817.Superseded values are not recommended for survey control.
 HV4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4817.See file dsdata.txt to determine how the superseded data were derived.
 HV4817
 HV4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1222208395(NAD 83)
 HV4817_MARKER: 42 = RADIO/TV MAST
 HV4817
 HV4817  HISTORY     - Date     Condition        Report By
 HV4817  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4817  HISTORY     - 1969     GOOD             CGS
 HV4817
 HV4817                          STATION DESCRIPTION
 HV4817
 HV4817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4817'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE MOST WESTERLY
 HV4817'RADIO TOWER OF FOUR WHICH ARE ABOUT 1-1/2 MILES NORTH OF FALLS
 HV4817'CHURCH AND 330 YARDS WEST OF THE FAIRFAX-ARLINGTON COUNTY LINE
 HV4817'AND ARE AT CRIMMINS LANE AND OVERBROOK STREET.  THE MAST IS
 HV4817'A SLENDER STEEL STRUCTURE ABOUT 125 FEET HIGH AND IS PAINTED
 HV4817'RED AND WHITE.
 HV4817
 HV4817                          STATION RECOVERY (1969)
 HV4817
 HV4817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4817'THE STATION IS THE FALLS CHURCH RADIO STATION WEAM WEST MAST 1957.
 HV4817'THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE RED LIGHT ON TOP
 HV4817'OF THE WEST MAST OF FOUR THAT ARE IN LINE.  THE STATION IS ABOUT
 HV4817'205 FEET ABOVE THE GROUND.
 HV4817'
 HV4817'THE STATION IS LOCATED AT 2131 CRIMMINS LANE IN FALLS CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4815 ***********************************************************************
 HV4815  DESIGNATION -  FALLS CH RAD STA WFAX TOWER
 HV4815  PID         -  HV4815
 HV4815  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4815  USGS QUAD   -  FALLS CHURCH (1994)
 HV4815
 HV4815                         *CURRENT SURVEY CONTROL
 HV4815  ___________________________________________________________________
 HV4815* NAD 83(1993)-  38 52 47.48723(N)    077 10 16.73005(W)     ADJUSTED  
 HV4815* NAVD 88     -                                                        
 HV4815  ___________________________________________________________________
 HV4815  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HV4815  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4815
 HV4815  HORZ ORDER  -  THIRD
 HV4815
 HV4815.The horizontal coordinates were established by classical geodetic methods
 HV4815.and adjusted by the National Geodetic Survey in November 1994..
 HV4815
 HV4815
 HV4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4815
 HV4815.The geoid height was determined by GEOID03.
 HV4815
 HV4815;                    North         East     Units Scale Factor Converg.
 HV4815;SPC VA N     - 2,135,498.456 3,615,284.923   MT  0.99995884   +0 49 45.3
 HV4815;SPC VA N     - 7,006,214.52 11,861,147.28   sFT  0.99995884   +0 49 45.3
 HV4815;SPC MD       -   134,683.281   385,135.383   MT  0.99994985   -0 06 27.1
 HV4815;SPC MD       -   441,873.40  1,263,565.00   sFT  0.99994985   -0 06 27.1
 HV4815;UTM  18      - 4,305,685.092   311,654.912   MT  1.00003684   -1 21 47.9
 HV4815
 HV4815                          SUPERSEDED SURVEY CONTROL
 HV4815
 HV4815  NAD 83(1993)-  38 52 47.48600(N)    077 10 16.73257(W) AD(       ) 4
 HV4815  NAD 83(1986)-  38 52 47.48567(N)    077 10 16.74230(W) AD(       ) 4
 HV4815  NAD 27      -  38 52 47.08267(N)    077 10 17.80743(W) AD(       ) 3
 HV4815
 HV4815.Superseded values are not recommended for survey control.
 HV4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4815.See file dsdata.txt to determine how the superseded data were derived.
 HV4815
 HV4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1165505685(NAD 83)
 HV4815_MARKER: 43 = RADIO/TV TOWER
 HV4815
 HV4815  HISTORY     - Date     Condition        Report By
 HV4815  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4815  HISTORY     - 1969     GOOD             CGS
 HV4815  HISTORY     - 20050313 GOOD             GEOCAC
 HV4815
 HV4815                          STATION DESCRIPTION
 HV4815
 HV4815'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4815'THE STATION IS THE LIGHT AT THE TOP CENTER OF THE RADIO
 HV4815'TOWER WHICH IS LOCATED IN FALLS CHURCH AT DOUGLAS AVENUE AND
 HV4815'EAST FAIRFAX STREET.  THE TOWER IS A 3-LEGGED STEEL STRUCTURE,
 HV4815'PAINTED RED AND WHITE AND IS 275 FEET HIGH.
 HV4815
 HV4815                          STATION RECOVERY (1969)
 HV4815
 HV4815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4815'THE STATION WAS FOUND AS DESCRIBED IN 1958.
 HV4815
 HV4815                          STATION RECOVERY (2005)
 HV4815
 HV4815'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV4815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4814 ***********************************************************************
 HV4814  DESIGNATION -  FALLS CH RAD STA WOL TOWER
 HV4814  PID         -  HV4814
 HV4814  STATE/COUNTY-  VA/FAIRFAX
 HV4814  USGS QUAD   -  FALLS CHURCH (1994)
 HV4814
 HV4814                         *CURRENT SURVEY CONTROL
 HV4814  ___________________________________________________________________
 HV4814* NAD 83(1993)-  38 53 13.55952(N)    077 12 01.86406(W)     ADJUSTED  
 HV4814* NAVD 88     -                                                        
 HV4814  ___________________________________________________________________
 HV4814  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HV4814  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV4814
 HV4814  HORZ ORDER  -  THIRD
 HV4814
 HV4814.The horizontal coordinates were established by classical geodetic methods
 HV4814.and adjusted by the National Geodetic Survey in November 1994..
 HV4814
 HV4814
 HV4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4814
 HV4814.The geoid height was determined by GEOID03.
 HV4814
 HV4814;                    North         East     Units Scale Factor Converg.
 HV4814;SPC VA N     - 2,136,266.063 3,612,739.806   MT  0.99995943   +0 48 39.7
 HV4814;SPC VA N     - 7,008,732.91 11,852,797.18   sFT  0.99995943   +0 48 39.7
 HV4814;UTM  18      - 4,306,549.589   309,140.818   MT  1.00004858   -1 22 54.7
 HV4814
 HV4814                          SUPERSEDED SURVEY CONTROL
 HV4814
 HV4814  NAD 83(1993)-  38 53 13.55841(N)    077 12 01.86676(W) AD(       ) 4
 HV4814  NAD 83(1986)-  38 53 13.55868(N)    077 12 01.87564(W) AD(       ) 4
 HV4814  NAD 27      -  38 53 13.15735(N)    077 12 02.93995(W) AD(       ) 3
 HV4814
 HV4814.Superseded values are not recommended for survey control.
 HV4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4814.See file dsdata.txt to determine how the superseded data were derived.
 HV4814
 HV4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0914106550(NAD 83)
 HV4814_MARKER: 43 = RADIO/TV TOWER
 HV4814
 HV4814  HISTORY     - Date     Condition        Report By
 HV4814  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4814  HISTORY     - 1969     GOOD             CGS
 HV4814
 HV4814                          STATION DESCRIPTION
 HV4814
 HV4814'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4814'THE STATION IS THE LIGHT AT THE TOP CENTER OF RADIO TOWER WHICH
 HV4814'IS ON THE HIGHEST GROUND AT THE RESIDENTIAL AREA KNOWN AS
 HV4814'POPLAR HEIGHTS, ABOUT 1-1/2 MILES WEST OF FALLS CHURCH AND 0.6
 HV4814'MILES SOUTH OF STATE HIGHWAY 7, AT 1215 TOWER STREET.  THE
 HV4814'TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 300 FEET HIGH.  IT
 HV4814'IS PAINTED RED AND WHITE.
 HV4814
 HV4814                          STATION RECOVERY (1969)
 HV4814
 HV4814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4814'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 EXCEPT THAT THE
 HV4814'HEIGHT OF THE TOWER IS ESTIMATED TO BE 342 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4791 ***********************************************************************
 HV4791  DESIGNATION -  FALLS CH SEVEN CORNERS SPIPE
 HV4791  PID         -  HV4791
 HV4791  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4791  USGS QUAD   -  ANNANDALE (1994)
 HV4791
 HV4791                         *CURRENT SURVEY CONTROL
 HV4791  ___________________________________________________________________
 HV4791* NAD 83(1993)-  38 52 27.09572(N)    077 09 21.90149(W)     ADJUSTED  
 HV4791* NAVD 88     -                                                        
 HV4791  ___________________________________________________________________
 HV4791  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HV4791  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV4791
 HV4791  HORZ ORDER  -  THIRD
 HV4791
 HV4791.The horizontal coordinates were established by classical geodetic methods
 HV4791.and adjusted by the National Geodetic Survey in November 1994..
 HV4791
 HV4791
 HV4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4791
 HV4791.The geoid height was determined by GEOID03.
 HV4791
 HV4791;                    North         East     Units Scale Factor Converg.
 HV4791;SPC VA N     - 2,134,888.972 3,616,615.495   MT  0.99995839   +0 50 19.5
 HV4791;SPC VA N     - 7,004,214.90 11,865,512.67   sFT  0.99995839   +0 50 19.5
 HV4791;UTM  18      - 4,305,025.102   312,961.292   MT  1.00003080   -1 21 12.9
 HV4791
 HV4791                          SUPERSEDED SURVEY CONTROL
 HV4791
 HV4791  NAD 83(1993)-  38 52 27.09440(N)    077 09 21.90411(W) AD(       ) 4
 HV4791  NAD 83(1986)-  38 52 27.09431(N)    077 09 21.91363(W) AD(       ) 4
 HV4791  NAD 27      -  38 52 26.69157(N)    077 09 22.98101(W) AD(       ) 3
 HV4791
 HV4791.Superseded values are not recommended for survey control.
 HV4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4791.See file dsdata.txt to determine how the superseded data were derived.
 HV4791
 HV4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1296105025(NAD 83)
 HV4791_MARKER: 52 = STANDPIPE TANK
 HV4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4791+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 HV4791
 HV4791  HISTORY     - Date     Condition        Report By
 HV4791  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4791  HISTORY     - 20050120 GOOD             GEOCAC
 HV4791
 HV4791                          STATION DESCRIPTION
 HV4791
 HV4791'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4791'THE STATION IS THE FALLS CHURCH SEVEN CORNERS TANK.  THE POINT
 HV4791'OBSERVED WAS THE CENTER OF THE TOP OF THE BLUE STANDPIPE.  THE
 HV4791'STATION IS ABOUT 60 FEET ABOVE THE GROUND.
 HV4791'
 HV4791'THE STATION IS LOCATED IN BACK OF KOONS FORD SERVICE DEPARTMENT AT
 HV4791'THE INTERSECTION OF U.S. 50 AND STATE HIGHWAY 7.
 HV4791
 HV4791                          STATION RECOVERY (2005)
 HV4791
 HV4791'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4791'THE STANDPIPE IS SURROUNDED BY A STAND OF WHITE PINES THAT ARE TALLER
 HV4791'THAT ARE TALLER THAN THE STRUCTURE AND OBSCURE IT FROM ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4818 ***********************************************************************
 HV4818  DESIGNATION -  FALLS CHURCH
 HV4818  PID         -  HV4818
 HV4818  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4818  USGS QUAD   -  FALLS CHURCH (1994)
 HV4818
 HV4818                         *CURRENT SURVEY CONTROL
 HV4818  ___________________________________________________________________
 HV4818* NAD 83(1993)-  38 53 03.44221(N)    077 10 14.45763(W)     ADJUSTED  
 HV4818* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 HV4818  ___________________________________________________________________
 HV4818  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HV4818  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4818
 HV4818  HORZ ORDER  -  FIRST
 HV4818
 HV4818.The horizontal coordinates were established by classical geodetic methods
 HV4818.and adjusted by the National Geodetic Survey in November 1994..
 HV4818
 HV4818.The orthometric height was scaled from a topographic map.
 HV4818
 HV4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4818
 HV4818.The geoid height was determined by GEOID03.
 HV4818
 HV4818;                    North         East     Units Scale Factor Converg.
 HV4818;SPC VA N     - 2,135,991.181 3,615,332.564   MT  0.99995920   +0 49 46.7
 HV4818;SPC VA N     - 7,007,831.07 11,861,303.59   sFT  0.99995920   +0 49 46.7
 HV4818;UTM  18      - 4,306,175.672   311,721.375   MT  1.00003653   -1 21 47.0
 HV4818
 HV4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4818!SPC VA N     -   0.99998778  x   0.99995920  =   0.99994698
 HV4818!UTM  18      -   0.99998778  x   1.00003653  =   1.00002431
 HV4818
 HV4818:                Primary Azimuth Mark                     Grid Az
 HV4818:SPC VA N     -  FALLS CH RAD STA WEAM W MAST             010 31 00.8
 HV4818:UTM  18      -  FALLS CH RAD STA WEAM W MAST             012 42 34.5
 HV4818
 HV4818|---------------------------------------------------------------------|
 HV4818| PID    Reference Object                     Distance      Geod. Az  |
 HV4818|                                                           dddmmss.s |
 HV4818| HV4817 FALLS CH RAD STA WEAM W MAST        APPROX. 2.3 KM 0112047.5 |
 HV4818| HV4816 FALLS CH RAD STA WEAM E MAST        APPROX. 2.3 KM 0152517.0 |
 HV4818| HV4806 ARLINGTON MINOR HILL STANDPIPE      APPROX. 2.2 KM 0273713.6 |
 HV4818| HV4831 RED TANK NEAR STA RIXEY             APPROX. 4.4 KM 0622057.6 |
 HV4818| HV4805 ARLINGTON ATT MICROWAVE             APPROX. 3.3 KM 0672318.4 |
 HV4818| HV4807 ARLINGTON RAD STA WAVA MAST         APPROX. 3.4 KM 0681505.9 |
 HV4818| HV4808 ARLINGTON TV WTTG TOWER             APPROX. 3.5 KM 0762831.8 |
 HV4818| HV4834 UPTON 1927 RM 3 1957                APPROX. 2.4 KM 1145430.1 |
 HV4818| HV4777 FALLS CHURCH WILLISTON TANK         APPROX. 2.5 KM 1210434.0 |
 HV4818| HV4812 FALLS CHURCH MUN TANK               191.007 METERS 14111     |
 HV4818| HV4815 FALLS CH RAD STA WFAX TOWER         495.043 METERS 1862108.7 |
 HV4818| DC6263 FALLS CHURCH RM 1                    51.825 METERS 22313     |
 HV4818| DC6265 FALLS CHURCH RM 3                    25.711 METERS 26630     |
 HV4818| HV4814 FALLS CH RAD STA WOL TOWER          APPROX. 2.6 KM 2765253.6 |
 HV4818| HV4837 TYSONS CORNER MICROWAVE TWR LT      APPROX. 6.5 KM 3075750.4 |
 HV4818| DC6264 FALLS CHURCH RM 2                    52.319 METERS 34045     |
 HV4818|---------------------------------------------------------------------|
 HV4818
 HV4818                          SUPERSEDED SURVEY CONTROL
 HV4818
 HV4818  NAD 83(1993)-  38 53 03.44106(N)    077 10 14.46005(W) AD(       ) 1
 HV4818  NAD 83(1986)-  38 53 03.44107(N)    077 10 14.47002(W) AD(       ) 1
 HV4818  NAD 27      -  38 53 03.03853(N)    077 10 15.53517(W) AD(       ) 1
 HV4818
 HV4818.Superseded values are not recommended for survey control.
 HV4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4818.See file dsdata.txt to determine how the superseded data were derived.
 HV4818
 HV4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1172106176(NAD 83)
 HV4818_MARKER: DS = TRIANGULATION STATION DISK
 HV4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4818
 HV4818  HISTORY     - Date     Condition        Report By
 HV4818  HISTORY     - 1934     MONUMENTED       CGS
 HV4818  HISTORY     - 1957     GOOD             CGS
 HV4818  HISTORY     - 1980     MARK NOT FOUND   NGS
 HV4818
 HV4818                          STATION DESCRIPTION
 HV4818
 HV4818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV4818'STATION IS LOCATED IN THE TOWN OF FALLS CHURCH, AND ON THE PROPERTY
 HV4818'OF MR. B.C. KEITH.  IT IS IN THE S CORNER OF MR. KEITHS YARD,
 HV4818'70.6 FEET S FROM THE S CORNER OF HIS HOME, 53.5 FEET SW FROM A
 HV4818'LONE 16-INCH OAK TREE, AND 4 FEET SE FROM A FOOTPATH GOING SW
 HV4818'TO PARK STREET.
 HV4818'
 HV4818'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HV4818'DISKS SET IN CONCRETE.
 HV4818'
 HV4818'REFERENCE MARK NO. 1 IS 170.03 FEET SW OF THE STATION, 8 PACES
 HV4818'E FROM THE CENTER OF PARK STREET AND 5 FEET NW FROM THE PATH
 HV4818'LEADING TO THE KEITH HOUSE.
 HV4818'
 HV4818'REFERENCE MARK NO. 2 IS 171.53 FEET NW FROM STATION, 13.8 FEET
 HV4818'E FROM THE SE CORNER OF A SMALL VINEYARD, 82.0 FEET N FROM THE
 HV4818'W CORNER OF THE KEITH HOUSE.
 HV4818'
 HV4818'NO AZIMUTH MARK WAS ESTABLISHED, BUT THE FINIAL ON THE MUNICIPAL
 HV4818'WATER TANK, DISTANT ABOUT 0.15 MILE WAS OBSERVED.
 HV4818'
 HV4818'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HV4818
 HV4818                          STATION RECOVERY (1957)
 HV4818
 HV4818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4818'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 HV4818'IN GOOD CONDITION.
 HV4818'
 HV4818'REFERENCE MARK 1 WAS NOT RECOVERED AND IS BELIEVED TO BE DESTROYED
 HV4818'BY STREET DEVELOPMENT.
 HV4818'
 HV4818'REFERENCE MARK 3 WAS ESTABLISHED BY THIS PARTY.
 HV4818'
 HV4818'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 HV4818'
 HV4818'STATION IS LOCATED IN THE TOWN OF FALLS CHURCH, 0.05 MI. W
 HV4818'OF GREAT FALLS STREET AND ON THE PROPERTY OWNED BY THOMAS E. AND
 HV4818'NELLIE EDWARDS, WHOSE RESIDENCE IS AT 3278 WILSON BOULEVARD IN
 HV4818'ARLINGTON.
 HV4818'
 HV4818'TO REACH THE STATION FROM THE POST OFFICE IN FALLS CHURCH, GO
 HV4818'SE ON STATE HIGHWAY 7 FOR 0.15 MI. TO A TRAFFIC LIGHT AT THE
 HV4818'CROSSROAD JUNCTION OF STATE HIGHWAY 7 AND U.S. HIGHWAY 211,
 HV4818'TURN LEFT AND GO NE ON U.S. HIGHWAY 211 FOR 0.2 MI. TO A T-STREET
 HV4818'LEFT (GREAT FALLS STREET), TURN LEFT AND GO N ON GREAT FALLS
 HV4818'STREET FOR 0.1 MI. TO A NARROW DRIVEWAY (LEFT) AT A STONE PILLAR
 HV4818'ENTRANCE, TURN LEFT AND FOLLOW THE DRIVEWAY FOR 0.05 MI. TO AN
 HV4818'OLD HOUSE FOUNDATION AND THE STATION APPROXIMATELY 100 FT. S
 HV4818'OF THE END OF THE DRIVE.
 HV4818'
 HV4818'STATION MARK, A STANDARD DISK, STAMPED FALLS CHURCH 1934, IS
 HV4818'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 IN.  IT IS 77
 HV4818'FT. E OF AN OLD POWERLINE POLE, 73.5 FT. S OF THE S CORNER OF AN
 HV4818'OLD FOUNDATION HOUSE, 53 FT. SW OF A LARGE OAK TREE AND 8 FT.
 HV4818'NW OF A TREE AND BRUSH LINE.  A STANDARD WITNESS POST WAS SET
 HV4818'1.5 FT. S OF THE MARK.
 HV4818'
 HV4818'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALLS CHURCH NO 2
 HV4818'1934, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HV4818'SURFACE OF THE GROUND.  IT IS 82 FT. N OF THE W CORNER OF AN OLD
 HV4818'FOUNDATION HOUSE.
 HV4818'
 HV4818'REFERENCE MARK 3, A STANDARD DISK, STAMPED FALLS CHURCH NO 3
 HV4818'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 IN.
 HV4818'IT IS 17.5 FT. SW OF AN OLD POWERLINE POLE AND IS APPROXIMATELY
 HV4818'4 FT. LOWER IN ELEVATION THAN THE STATION.
 HV4818
 HV4818                          STATION RECOVERY (1980)
 HV4818
 HV4818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (AAL)
 HV4818'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.  THE HILL TOP
 HV4818'ON WHICH THE MARKS WERE SET IS NOW THE SITE OF THE VILLAGE HOUSE
 HV4818'MOTEL.  THE STATION AND REFERENCE MARKS ARE BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4854 ***********************************************************************
 HV4854  DESIGNATION -  FALLS CHURCH COLUMBIA BAP CH
 HV4854  PID         -  HV4854
 HV4854  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4854  USGS QUAD   -  FALLS CHURCH (1994)
 HV4854
 HV4854                         *CURRENT SURVEY CONTROL
 HV4854  ___________________________________________________________________
 HV4854* NAD 83(1993)-  38 53 07.38524(N)    077 10 02.09273(W)     ADJUSTED  
 HV4854* NAVD 88     -                                                        
 HV4854  ___________________________________________________________________
 HV4854  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HV4854  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4854
 HV4854  HORZ ORDER  -  THIRD
 HV4854
 HV4854.The horizontal coordinates were established by classical geodetic methods
 HV4854.and adjusted by the National Geodetic Survey in November 1994..
 HV4854
 HV4854
 HV4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4854
 HV4854.The geoid height was determined by GEOID03.
 HV4854
 HV4854;                    North         East     Units Scale Factor Converg.
 HV4854;SPC VA N     - 2,136,117.075 3,615,628.775   MT  0.99995929   +0 49 54.5
 HV4854;SPC VA N     - 7,008,244.10 11,862,275.41   sFT  0.99995929   +0 49 54.5
 HV4854;UTM  18      - 4,306,290.149   312,022.209   MT  1.00003513   -1 21 39.3
 HV4854
 HV4854                          SUPERSEDED SURVEY CONTROL
 HV4854
 HV4854  NAD 83(1993)-  38 53 07.38398(N)    077 10 02.09512(W) AD(       ) 4
 HV4854  NAD 83(1986)-  38 53 07.38381(N)    077 10 02.10464(W) AD(       ) 4
 HV4854  NAD 27      -  38 53 06.98177(N)    077 10 03.17093(W) AD(       ) 3
 HV4854
 HV4854.Superseded values are not recommended for survey control.
 HV4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4854.See file dsdata.txt to determine how the superseded data were derived.
 HV4854
 HV4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1202206290(NAD 83)
 HV4854_MARKER: 91 = CHURCH CROSS
 HV4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4854+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 HV4854
 HV4854  HISTORY     - Date     Condition        Report By
 HV4854  HISTORY     - 1884     FIRST OBSERVED   CGS
 HV4854  HISTORY     - 1969     GOOD             CGS
 HV4854  HISTORY     - 20050120 GOOD             GEOCAC
 HV4854
 HV4854                          STATION DESCRIPTION
 HV4854
 HV4854'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4854'THE STATION IS THE TOP CENTER OF A WHITE CROSS ON THE CHARCOAL GRAY
 HV4854'SPIRE OF THE COLUMBIA BAPTIST CHURCH.  THE STATION IS ABOUT 105
 HV4854'FEET ABOVE THE GROUND.
 HV4854'
 HV4854'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 HV4854'OF WEST COLUMBIA AND NORTH WASHINGTON STREETS IN FALLS CHURCH.
 HV4854
 HV4854                          STATION RECOVERY (2005)
 HV4854
 HV4854'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4854'THE STATION IS LOCATED IN THE WEST ANGLE OF THE INTERSECTION OF NORTH
 HV4854'WASHINGTON STREET AND WEST COLUMBIA STREET, ABOUT 0.25 MILES NORTHEAST
 HV4854'OF THE INTERSECTION OF WASHINGTON STREET (STATE ROUTE 29) AND BROAD
 HV4854'STREET (STATE ROUTE 7)IN FALLS CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4812 ***********************************************************************
 HV4812  DESIGNATION -  FALLS CHURCH MUN TANK
 HV4812  PID         -  HV4812
 HV4812  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV4812  USGS QUAD   -  FALLS CHURCH (1994)
 HV4812
 HV4812                         *CURRENT SURVEY CONTROL
 HV4812  ___________________________________________________________________
 HV4812* NAD 83(1993)-  38 52 58.61566(N)    077 10 09.49073(W)     ADJUSTED  
 HV4812* NAVD 88     -                                                        
 HV4812  ___________________________________________________________________
 HV4812  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HV4812  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4812
 HV4812  HORZ ORDER  -  THIRD
 HV4812
 HV4812.The horizontal coordinates were established by classical geodetic methods
 HV4812.and adjusted by the National Geodetic Survey in November 1994..
 HV4812
 HV4812
 HV4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4812
 HV4812.The geoid height was determined by GEOID03.
 HV4812
 HV4812;                    North         East     Units Scale Factor Converg.
 HV4812;SPC VA N     - 2,135,844.100 3,615,454.416   MT  0.99995909   +0 49 49.8
 HV4812;SPC VA N     - 7,007,348.52 11,861,703.36   sFT  0.99995909   +0 49 49.8
 HV4812;UTM  18      - 4,306,024.025   311,837.520   MT  1.00003599   -1 21 43.7
 HV4812
 HV4812                          SUPERSEDED SURVEY CONTROL
 HV4812
 HV4812  NAD 83(1993)-  38 52 58.61446(N)    077 10 09.49319(W) AD(       ) 4
 HV4812  NAD 83(1986)-  38 52 58.61436(N)    077 10 09.50286(W) AD(       ) 4
 HV4812  NAD 27      -  38 52 58.21138(N)    077 10 10.56805(W) AD(       ) 3
 HV4812
 HV4812.Superseded values are not recommended for survey control.
 HV4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4812.See file dsdata.txt to determine how the superseded data were derived.
 HV4812
 HV4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1183806024(NAD 83)
 HV4812_MARKER: 53 = ELEVATED TANK
 HV4812
 HV4812  HISTORY     - Date     Condition        Report By
 HV4812  HISTORY     - 1943     FIRST OBSERVED   CGS
 HV4812  HISTORY     - 1957     GOOD             CGS
 HV4812  HISTORY     - 1969     GOOD             CGS
 HV4812
 HV4812                          STATION DESCRIPTION
 HV4812
 HV4812'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV4812'THE TANK IS LOCATED IN THE W PART OF FALLS CHURCH, 69 PACES
 HV4812'S OF U.S. HIGHWAY 211 AND 35 PACES E OF A LARGE RED BRICK
 HV4812'BUILDING.
 HV4812'
 HV4812'IT WAS CONSTRUCTED IN 1936 AND IS ABOUT 120 FEET HIGH.  IT IS
 HV4812'SUPPORTED BY FOUR STEEL TRUSS LEGS AND IS PAINTED SILVER.
 HV4812'THE OBJECT POINTED ON WAS A BALL CENTERED AT THE TOP OF THE
 HV4812'TANK.
 HV4812'
 HV4812'THIS IS AN INTERSECTION STATION.
 HV4812
 HV4812                          STATION RECOVERY (1957)
 HV4812
 HV4812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4812'THIS INTERSECTION STATION WAS FOUND TO BE THE SAME POSITION
 HV4812'AS DESCRIBED IN 1943.  IN 1934 IT WAS DESCRIBED AS
 HV4812'BEING A STANDPIPE.  IN 1943 IT WAS DESCRIBED AS BEING A
 HV4812'TANK SUPPORTED BY FOUR TRUSS LEGS AND CONSTRUCTED IN 1936.
 HV4812'THE RECORDS SHOW THIS TANK WAS CONSTRUCTED IN 1931 AND IT IS
 HV4812'SUPPORTED BY 6 LEGS.
 HV4812'
 HV4812'THE STATION IS THE BALL ATOP THE ELEVATED TANK WHICH IS LOCATED IN
 HV4812'FALLS CHURCH AT PARK P L AND NORTH WASHINGTON STREET AND
 HV4812'IS 1 BLOCK NORTH OF THE WATER DEPARTMENT WHICH IS IN THE FALLS
 HV4812'CHURCH CITY HALL AND ABOUT 25 YARDS EAST OF A BRICK BUILDING.
 HV4812'THE STRUCTURE IS A ROUND METAL TANK SUPPORTED BY 6 LEGS AND
 HV4812'IS ABOUT 120 FEET HIGH.  IT IS PAINTED A PALE BLUE.
 HV4812
 HV4812                          STATION RECOVERY (1969)
 HV4812
 HV4812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4812'THE STATION IS THE FALLS CHURCH MUNICIPAL TANK 1934.  THE POINT
 HV4812'OBSERVED WAS THE CENTER OF THE TOP OF THE SIX LEGGED, ELEVATED
 HV4812'SILVER WATER TANK.  THE STATION IS ABOUT 130 FEET ABOVE THE GROUND.
 HV4812'
 HV4812'THE STATION IS LOCATED AT 105 PARK PLACE IN FALLS CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4813 ***********************************************************************
 HV4813  DESIGNATION -  FALLS CHURCH POPLAR HTS SPIPE
 HV4813  PID         -  HV4813
 HV4813  STATE/COUNTY-  VA/FAIRFAX
 HV4813  USGS QUAD   -  FALLS CHURCH (1994)
 HV4813
 HV4813                         *CURRENT SURVEY CONTROL
 HV4813  ___________________________________________________________________
 HV4813* NAD 83(1993)-  38 53 15.00769(N)    077 11 59.52199(W)     ADJUSTED  
 HV4813* NAVD 88     -                                                        
 HV4813  ___________________________________________________________________
 HV4813  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HV4813  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 HV4813
 HV4813  HORZ ORDER  -  THIRD
 HV4813
 HV4813.The horizontal coordinates were established by classical geodetic methods
 HV4813.and adjusted by the National Geodetic Survey in November 1994..
 HV4813
 HV4813
 HV4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4813
 HV4813.The geoid height was determined by GEOID03.
 HV4813
 HV4813;                    North         East     Units Scale Factor Converg.
 HV4813;SPC VA N     - 2,136,311.513 3,612,795.612   MT  0.99995946   +0 48 41.2
 HV4813;SPC VA N     - 7,008,882.02 11,852,980.27   sFT  0.99995946   +0 48 41.2
 HV4813;UTM  18      - 4,306,592.874   309,198.328   MT  1.00004831   -1 22 53.3
 HV4813
 HV4813                          SUPERSEDED SURVEY CONTROL
 HV4813
 HV4813  NAD 83(1993)-  38 53 15.00656(N)    077 11 59.52471(W) AD(       ) 4
 HV4813  NAD 83(1986)-  38 53 15.00633(N)    077 11 59.53447(W) AD(       ) 4
 HV4813  NAD 27      -  38 53 14.60445(N)    077 12 00.59731(W) AD(       ) 3
 HV4813
 HV4813.Superseded values are not recommended for survey control.
 HV4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4813.See file dsdata.txt to determine how the superseded data were derived.
 HV4813
 HV4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0919806593(NAD 83)
 HV4813_MARKER: 52 = STANDPIPE TANK
 HV4813
 HV4813  HISTORY     - Date     Condition        Report By
 HV4813  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4813  HISTORY     - 1969     GOOD             CGS
 HV4813  HISTORY     - 19930424 GOOD             USPSQD
 HV4813  HISTORY     - 20041221 GOOD             GEOCAC
 HV4813
 HV4813                          STATION DESCRIPTION
 HV4813
 HV4813'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4813'THE STATION IS APPROXIMATELY 1-1/2 MILE WEST OF THE CITY OF
 HV4813'FALLS CHURCH, 0.6 MILE SOUTH OF STATE HIGHWAY 7 AND ALONG THE
 HV4813'EAST SIDE OF TOWER STREET.
 HV4813'
 HV4813'THE STATION IS THE CENTER OF A LARGE, GREEN STANDPIPE WHICH IS
 HV4813'110.32 FEET IN CIRCUMFERENCE AND APPROXIMATELY 90 FEET HIGH.
 HV4813'
 HV4813'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 HV4813'POPLAR THE DISTANCE BEING--33.47 FEET 10.201 METERS
 HV4813
 HV4813                          STATION RECOVERY (1969)
 HV4813
 HV4813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4813'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 BY J.C. ELLERBE.  THE
 HV4813'DISTANCES AND DIRECTIONS WERE CHECKED AND VERIFIED.
 HV4813
 HV4813                          STATION RECOVERY (1993)
 HV4813
 HV4813'RECOVERY NOTE BY US POWER SQUADRON 1993 (DTR)
 HV4813'RECOVERED IN GOOD CONDITION.
 HV4813
 HV4813                          STATION RECOVERY (2004)
 HV4813
 HV4813'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV4813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4777 ***********************************************************************
 HV4777  DESIGNATION -  FALLS CHURCH WILLISTON TANK
 HV4777  PID         -  HV4777
 HV4777  STATE/COUNTY-  VA/FAIRFAX
 HV4777  USGS QUAD   -  ANNANDALE (1994)
 HV4777
 HV4777                         *CURRENT SURVEY CONTROL
 HV4777  ___________________________________________________________________
 HV4777* NAD 83(1993)-  38 52 22.17498(N)    077 08 46.88298(W)     ADJUSTED  
 HV4777* NAVD 88     -                                                        
 HV4777  ___________________________________________________________________
 HV4777  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HV4777  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV4777
 HV4777  HORZ ORDER  -  THIRD
 HV4777
 HV4777.The horizontal coordinates were established by classical geodetic methods
 HV4777.and adjusted by the National Geodetic Survey in November 1994..
 HV4777
 HV4777
 HV4777.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4777
 HV4777.The geoid height was determined by GEOID03.
 HV4777
 HV4777;                    North         East     Units Scale Factor Converg.
 HV4777;SPC VA N     - 2,134,749.655 3,617,461.743   MT  0.99995829   +0 50 41.4
 HV4777;SPC VA N     - 7,003,757.83 11,868,289.07   sFT  0.99995829   +0 50 41.4
 HV4777;SPC MD       -   133,899.000   387,299.651   MT  0.99994985   -0 05 30.7
 HV4777;SPC MD       -   439,300.30  1,270,665.60   sFT  0.99994985   -0 05 30.7
 HV4777;UTM  18      - 4,304,853.503   313,801.650   MT  1.00002693   -1 20 50.7
 HV4777
 HV4777                          SUPERSEDED SURVEY CONTROL
 HV4777
 HV4777  NAD 83(1993)-  38 52 22.17364(N)    077 08 46.88532(W) AD(       ) 4
 HV4777  NAD 83(1986)-  38 52 22.17368(N)    077 08 46.89491(W) AD(       ) 4
 HV4777  NAD 27      -  38 52 21.77109(N)    077 08 47.96366(W) AD(       ) 3
 HV4777
 HV4777.Superseded values are not recommended for survey control.
 HV4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4777.See file dsdata.txt to determine how the superseded data were derived.
 HV4777
 HV4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1380204854(NAD 83)
 HV4777_MARKER: 53 = ELEVATED TANK
 HV4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV4777+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 HV4777
 HV4777  HISTORY     - Date     Condition        Report By
 HV4777  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4777  HISTORY     - 1969     GOOD             CGS
 HV4777  HISTORY     - 19930424 GOOD             USPSQD
 HV4777  HISTORY     - 20050120 GOOD             GEOCAC
 HV4777
 HV4777                          STATION DESCRIPTION
 HV4777
 HV4777'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HV4777'THE STATION IS THE BALL AT THE TOP CENTER OF THE ELEVATED TANK
 HV4777'LOCATED AT THE NORTH WILLSTON APARTMENTS, ABOUT 1/2 NORTH
 HV4777'OF 7 CORNERS SHOPPING CENTER, AT WILSON BLVD. AND JOHN MARSHALL
 HV4777'DRIVE.  THE TANK IS SUPPORTED ON A 6-LEGGED STEEL STRUCTURE
 HV4777'AND IS ABOUT 120 FEET HIGH.
 HV4777
 HV4777                          STATION RECOVERY (1969)
 HV4777
 HV4777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4777'THE STATION WAS FOUND AS DESCRIBED IN 1957 AND IS PRESENTLY PAINTED
 HV4777'GRAY.
 HV4777
 HV4777                          STATION RECOVERY (1993)
 HV4777
 HV4777'RECOVERY NOTE BY US POWER SQUADRON 1993 (JR)
 HV4777'RECOVERED IN GOOD CONDITION.
 HV4777
 HV4777                          STATION RECOVERY (2005)
 HV4777
 HV4777'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 HV4777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1623 ***********************************************************************
 FW1623  DESIGNATION -  FALSE
 FW1623  PID         -  FW1623
 FW1623  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1623  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1623
 FW1623                         *CURRENT SURVEY CONTROL
 FW1623  ___________________________________________________________________
 FW1623* NAD 83(1993)-  36 35 51.43030(N)    075 53 12.42254(W)     ADJUSTED  
 FW1623* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1623  ___________________________________________________________________
 FW1623  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FW1623  GEOID HEIGHT-         -38.29  (meters)                     GEOID03
 FW1623
 FW1623  HORZ ORDER  -  SECOND
 FW1623
 FW1623.The horizontal coordinates were established by classical geodetic methods
 FW1623.and adjusted by the National Geodetic Survey in September 1995..
 FW1623
 FW1623.The orthometric height was scaled from a topographic map.
 FW1623
 FW1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1623
 FW1623.The geoid height was determined by GEOID03.
 FW1623
 FW1623;                    North         East     Units Scale Factor Converg.
 FW1623;SPC VA S     - 1,032,565.475 3,733,804.987   MT  1.00003498   +1 35 09.7
 FW1623;SPC VA S     - 3,387,675.23 12,249,991.86   sFT  1.00003498   +1 35 09.7
 FW1623;SPC NC       -   320,286.576   888,162.938   MT  1.00014884   +1 47 48.7
 FW1623;SPC NC       - 1,050,806.87  2,913,914.57   sFT  1.00014884   +1 47 48.7
 FW1623;UTM  18      - 4,050,602.475   420,682.701   MT  0.99967751   -0 31 43.4
 FW1623
 FW1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1623!SPC VA S     -   1.00000574  x   1.00003498  =   1.00004072
 FW1623!SPC NC       -   1.00000574  x   1.00014884  =   1.00015458
 FW1623!UTM  18      -   1.00000574  x   0.99967751  =   0.99968325
 FW1623
 FW1623|---------------------------------------------------------------------|
 FW1623| PID    Reference Object                     Distance      Geod. Az  |
 FW1623|                                                           dddmmss.s |
 FW1623| DC8829 FALSE RM 1                           35.003 METERS 02145     |
 FW1623| FW1621 FALSE CAPE COAST GUARD CUPOLA       APPROX. 0.7 KM 0465108.0 |
 FW1623| FW1622 FALSE CAPE COAST GUARD FLAG         APPROX. 0.8 KM 0495655.1 |
 FW1623| DC8830 FALSE RM 2                           32.790 METERS 12851     |
 FW1623| FW1619 CEDAR ISLAND WATER TANK             APPROX. 3.2 KM 2711857.1 |
 FW1623| FW1628 RAGGED ISLAND CLUBHOUSE PEAK        APPROX. 4.6 KM 3074016.4 |
 FW1623| DC8831 FALSE RM 3                          448.057 METERS 3330427.9 |
 FW1623|---------------------------------------------------------------------|
 FW1623
 FW1623                          SUPERSEDED SURVEY CONTROL
 FW1623
 FW1623  NAD 83(1986)-  36 35 51.44502(N)    075 53 12.45178(W) AD(       ) 2
 FW1623  NAD 27      -  36 35 50.89200(N)    075 53 13.72300(W) AD(       ) 2
 FW1623
 FW1623.Superseded values are not recommended for survey control.
 FW1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1623.See file dsdata.txt to determine how the superseded data were derived.
 FW1623
 FW1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2068350602(NAD 83)
 FW1623_MARKER: DS = TRIANGULATION STATION DISK
 FW1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1623
 FW1623  HISTORY     - Date     Condition        Report By
 FW1623  HISTORY     - 1934     MONUMENTED       CGS
 FW1623  HISTORY     - 1948     GOOD             CGS
 FW1623  HISTORY     - 1954     GOOD             USN
 FW1623  HISTORY     - 1962     GOOD             CGS
 FW1623  HISTORY     - 1975     GOOD             NGS
 FW1623
 FW1623                          STATION DESCRIPTION
 FW1623
 FW1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1623'ON THE EAST SIDE OF BACK BAY 0.45 MILE SOUTHWEST OF FALSE
 FW1623'CAPE COAST GUARD STATION AND ABOUT 100 METERS NORTH OF FALSE
 FW1623'CAPE GUN CLUB WHICH IS AT THE EDGE OF THE MARSH ON THE WEST
 FW1623'SIDE OF THE DUNES, ABOUT 60 FEET NORTH OF THE BARN, ABOUT
 FW1623'25 FEET EAST OF THE ROAD LEADING NORTH ALONG THE FENCE AND
 FW1623'115 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE.
 FW1623'
 FW1623'TO REACH FROM FALSE CAPE COAST GUARD STATION, GO SOUTH ALONG
 FW1623'BEACH 0.1 MILE AND TURN WEST THROUGH PLANTED HEDGE JUST
 FW1623'NORTH OF HIGH DUNE.  FOLLOW SAND ROAD FOR 0.2 MILE AND
 FW1623'TURN LEFT INTO SCRUB WOODS.  FOLLOW 0.3 MILE AND TURN RIGHT
 FW1623'ONTO ROAD LEADING WEST TO FALSE CAP GUN CLUB.
 FW1623'
 FW1623'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FW1623'BRONZE DISKS SET IN CONCRETE.
 FW1623'
 FW1623'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION 1 FOOT
 FW1623'SOUTH OF A NORTHWEST-SOUTHEAST FENCE.
 FW1623'
 FW1623'REFERENCE MARK NO. 2 IS ON A SANDY KNOLL SOUTHEAST OF THE
 FW1623'STATION AND NORTHEAST OF THE BARN.
 FW1623'
 FW1623'AZIMUTH MARK (R.M. NO. 3) IS NORTH OF THE STATION, AND ABOUT
 FW1623'20 FEET SOUTHWEST OF THE ROAD LEADING NORTH ALONG THE MARSH
 FW1623'AT THE POINT ABOUT 50 METERS FROM WHERE IT TURNS NORTHWEST.
 FW1623'
 FW1623'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FW1623
 FW1623                          STATION RECOVERY (1948)
 FW1623
 FW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MAH)
 FW1623'ALL MARKS EXCEPT REFERENCE MARK 3 WERE RECOVERED IN GOOD
 FW1623'CONDITION.  TIME DID NOT PERMIT A THOROUGH SEARCH FOR THIS
 FW1623'LATTER MARK AND IT PROBABLY IS STILL IN EXISTENCE.
 FW1623'
 FW1623'ON THE EAST SIDE OF BACK BAY, 0.45 MILE SW OF FALSE CAPE
 FW1623'COAST GUARD STATION.  AND ABOUT 100 METERS N OF FALSE CAPE
 FW1623'GUN CLUB WHICH IS AT THE EDGE OF THE MARSH, ON THE W SIDE
 FW1623'OF THE DUNES, ABOUT 60 FEET N OF THE BARN, ABOUT 115 FEET
 FW1623'SW OF A NW-SE FENCE, AND ABOUT 25 FEET E OF THE ROAD LEADING
 FW1623'N ALONG THE FENCE.
 FW1623'
 FW1623'TO REACH FROM FALSE CAPE COAST GUARD STATION, GO S ALONG
 FW1623'BEACH 0.1 MILE AND TURN W THROUGH PLANTED HEDGE JUST N OF
 FW1623'HIGH DUNE.  FOLLOW SAND ROAD FOR 0.2 MILE AND TURN LEFT
 FW1623'INTO SCRUB WOODS.  FOLLOW 0.3 MILE AND TURN RIGHT ONTO
 FW1623'ROAD LEADING W TO FALSE CAPE GUN CLUB.
 FW1623'
 FW1623'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 FW1623'DISKS SET IN CONCRETE.
 FW1623'
 FW1623'REFERENCE MARK 1 IS NE OF THE STATION, 1 FOOT S OF A NW-SE
 FW1623'FENCE.
 FW1623'
 FW1623'REFERENCE MARK 2 IS ON A SANDY KNOLL SE OF THE STATION AND
 FW1623'NE OF THE BARN.
 FW1623'
 FW1623'AZIMUTH MARK (REFERENCE MARK 3) IS N OF THE STATION, AND
 FW1623'ABOUT 20 FEET SW OF THE ROAD LEADING N ALONG THE MARSH AT
 FW1623'THE POINT ABOUT 50 METERS FROM WHERE IT TURNS NW.
 FW1623'
 FW1623'THE STATION WAS RECOVERED FROM THE ORIGINAL DESCRIPTION,
 FW1623'WHICH IS ADEQUATE.  THE TOPOGRAPHY S OF THE FALSE CAPE COAST
 FW1623'GUARD CUPOLA HAS CHANGED CONSIDERABLY.  WASH HILL AND THE
 FW1623'TWO LARGE SAND HILLS ABOUT 1/2 MILE SW OF THE COAST GUARD
 FW1623'STATION HAVE COMBINED INTO ONE DUNE WHICH IS THE LARGEST
 FW1623'IN THE IMMEDIATE VICINITY.
 FW1623'
 FW1623'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FW1623
 FW1623                          STATION RECOVERY (1954)
 FW1623
 FW1623'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FW1623'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 FW1623'IS ADEQUATE.
 FW1623
 FW1623                          STATION RECOVERY (1962)
 FW1623
 FW1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1623'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FW1623'AND FOUND IN GOOD CONDITION.  THE STATION IS ABOUT 60 METERS,
 FW1623'NOT 60 FEET NORTH OF THE BARN, 12 FEET EAST OF THE FARM ROAD
 FW1623'AND 3 FEET NORTH OF A CGS WITNESS SIGN.  MR. JOHN WATERFIELD
 FW1623'IS MANAGER OF THE GUN CLUB.
 FW1623'
 FW1623'TO REACH THE STATION FROM OCEANA GO SOUTH ON STATE HIGHWAY
 FW1623'615 FOR 7 MILES TO COUNTY HIGHWAY 629 AND SIGN SANDBRIDGE,
 FW1623'TURN LEFT ON HIGHWAY 629 AND GO 5.55 MILES TO THE BEACH
 FW1623'IN SANDBRIDGE.  TURN RIGHT AND GO SOUTH ALONG THE BEACH
 FW1623'FOR 5.4 MILES TO U.S. NATIONAL WILDLIFE STATION ON THE RIGHT.
 FW1623'CONTINUE SOUTH FOR 5.5 MILES TO A ROAD RIGHT LEADING INTO
 FW1623'THE MARSH LAND, TURN RIGHT AND GO ABOUT 0.5 MILE TO THE
 FW1623'FALSE CAPE GUN CLUB AND STATION AS DESCRIBED.
 FW1623
 FW1623                          STATION RECOVERY (1975)
 FW1623
 FW1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1623'STATION MARK, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED
 FW1623'AND ALL OF THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FW1623'
 FW1623'THIS STATION SITE IS ON PROPERTY OWNED BY THE VIRGINIA COMMISSION OF
 FW1623'GAME AND INLAND FISHERIES.  MR. JOHN J WATERFIELD IS MANAGER OF
 FW1623'THIS AREA AND HE LIVES ABOUT 0.1 MILE SOUTH OF THE STATION SITE IN
 FW1623'A TRAILER, HIS PHONE NUMBER IS 426-6432.
 FW1623'
 FW1623'A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO REACH THIS STATION.
 FW1623'
 FW1623'STATION WAS REACHED FROM THE TOWN OF DUCK, BY GOING NORTHERLY
 FW1623'FOLLOWING A SAND AND CLAY ROAD FOR ABOUT 10.4 MILES TO THE END OF
 FW1623'THE ROAD FOR A TWO WHEEL DRIVE VEHICLE.  HERE TURN TO THE RIGHT AND
 FW1623'GO TO THE BEACH, TURN TO THE LEFT AND GO NORTHERLY FOLLOWING THE
 FW1623'BEACH FOR 3.5 MILES TO THE CURRITUCK BEACH LIGHTHOUSE AND THE TOWN
 FW1623'OF COROLLA ON THE LEFT.  CONTINUE ON NORTHERLY FOLLOWING THE
 FW1623'BEACH FOR ABOUT 8.4 MILES TO THE OLD WASH WOOD COAST GUARD
 FW1623'BUILDINGS AND THE OLD LOOKOUT TOWER ON THE LEFT.  CONTINUE ON
 FW1623'NORTHERLY FOLLOWING THE BEACH FOR 7.3 MILES TO A SAND ROAD ON THE
 FW1623'LEFT BETWEEN TWO SAND DUNES, TURN LEFT AND GO WESTERLY FOLLOWING THE
 FW1623'SAND ROAD WESTERLY FOR ABOUT 0.15 MILE TO POWER POLE NO. 338 ON THE
 FW1623'LEFT. (HERE THE POWER LINE ALSO GOES TO THE WEST), CONTINUE ON
 FW1623'WEST FOLLOWING THE SAND ROAD FOR ABOUT 0.35 MILE TO FORKS IN THE
 FW1623'ROAD.  THIS IS ABOUT 0.1 MILE EAST OF MR. JOHN WATERFIELDS
 FW1623'TRAILER.  HERE KEEP THE RIGHT FORK AND GO NORTHWESTERLY FOR
 FW1623'ABOUT 0.15 MILE TO THE STATION SITE ON THE RIGHT ABOUT 28 FEET
 FW1623'EAST OF THE CENTER LINE OF THE TRACK ROAD.
 FW1623'
 FW1623'STATION SITE IS IN A WOODED AREA AND THE PINE TREES ARE ABOUT
 FW1623'70 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2188 ***********************************************************************
 GW2188  DESIGNATION -  FALWELL
 GW2188  PID         -  GW2188
 GW2188  STATE/COUNTY-  VA/C OF LYNCHBURG
 GW2188  USGS QUAD   -  LYNCHBURG (1984)
 GW2188
 GW2188                         *CURRENT SURVEY CONTROL
 GW2188  ___________________________________________________________________
 GW2188* NAD 83(1993)-  37 22 41.86985(N)    079 07 31.32522(W)     ADJUSTED  
 GW2188* NAVD 88     -       286.0    (meters)     938.     (feet)  VERTCON   
 GW2188  ___________________________________________________________________
 GW2188  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GW2188  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW2188
 GW2188  HORZ ORDER  -  SECOND
 GW2188
 GW2188.The horizontal coordinates were established by classical geodetic methods
 GW2188.and adjusted by the National Geodetic Survey in September 1995..
 GW2188
 GW2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2188
 GW2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2188
 GW2188.The geoid height was determined by GEOID03.
 GW2188
 GW2188;                    North         East     Units Scale Factor Converg.
 GW2188;SPC VA S     - 1,116,148.110 3,444,615.350   MT  0.99994542   -0 22 46.4
 GW2188;SPC VA S     - 3,661,895.92 11,301,208.86   sFT  0.99994542   -0 22 46.4
 GW2188;UTM  17      - 4,138,488.133   665,975.268   MT  0.99993934   +1 08 17.9
 GW2188
 GW2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2188!SPC VA S     -   0.99996011  x   0.99994542  =   0.99990553
 GW2188!UTM  17      -   0.99996011  x   0.99993934  =   0.99989945
 GW2188
 GW2188|---------------------------------------------------------------------|
 GW2188| PID    Reference Object                     Distance      Geod. Az  |
 GW2188|                                                           dddmmss.s |
 GW2188| DC3371 FALWELL RM 1                         16.529 METERS 00316     |
 GW2188| DC3370 FALWELL AZ MK                                      0640308.5 |
 GW2188|---------------------------------------------------------------------|
 GW2188
 GW2188                          SUPERSEDED SURVEY CONTROL
 GW2188
 GW2188  NAD 83(1993)-  37 22 41.87166(N)    079 07 31.32001(W) AD(       ) 2
 GW2188  NAD 83(1986)-  37 22 41.87661(N)    079 07 31.33503(W) AD(       ) 2
 GW2188  NAD 27      -  37 22 41.36032(N)    079 07 32.25018(W) AD(       ) 2
 GW2188  NGVD 29 (07/19/86)  286.2    (m)          939.     (f) VERT ANG       
 GW2188
 GW2188.Superseded values are not recommended for survey control.
 GW2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2188.See file dsdata.txt to determine how the superseded data were derived.
 GW2188
 GW2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB6597538488(NAD 83)
 GW2188_MARKER: DS = TRIANGULATION STATION DISK
 GW2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2188
 GW2188  HISTORY     - Date     Condition        Report By
 GW2188  HISTORY     - 1964     MONUMENTED       CGS
 GW2188
 GW2188                          STATION DESCRIPTION
 GW2188
 GW2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2188'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE BUSINESS
 GW2188'DISTRICT OF LYNCHBURG, 1/4 MILE EAST OF THE JUNCTION OF
 GW2188'U.S. HIGHWAYS 460 AND 501 ON THE PRIVATE LANDING STRIP OF
 GW2188'MR. W.C. FALWELL.  THE MARK IS PLACED IN THE CENTER OF THE
 GW2188'LANDING STRIP, 100 FEET WEST OF THE APPROXIMATE CENTER OF
 GW2188'THE ROAD LEADING TO THE STRIP, 10 FEET NORTH OF THE SOUTH
 GW2188'EDGE OF THE STRIP AND 10 FEET SOUTH OF THE NORTH EDGE OF STRIP.
 GW2188'
 GW2188'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GW2188'POST SET FLUSH WITH THE TOP OF THE BLACKTOP AIRSTRIP AND
 GW2188'IS STAMPED FALWELL 1964.
 GW2188'
 GW2188'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE NORTH EDGE OF
 GW2188'THE AIRSTRIP.  IT IS A STANDARD DISK SET IN THE TOP OF A OF
 GW2188'A CYLINDRICAL CONCRETE MARK WHICH IS SET FLUSH, AND IS STAMPED
 GW2188'FALWELL NO 1 1964.
 GW2188'
 GW2188'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 GW2188'THE HEAD WALL OF A CONCRETE CULVERT.  IT IS 25 FEET NORTH
 GW2188'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 460, 23 FEET
 GW2188'WEST OF A TRAFFIC CROSSOVER AND 1.3 FEET NORTH OF A WITNESS
 GW2188'SIGN, IT IS STAMPED FALWELL 1964.
 GW2188'
 GW2188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460
 GW2188'AND 501 IN THE EAST PART OF LYNCHBURG, GO EASTERLY ON U.S.
 GW2188'HIGHWAY 460 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 GW2188'AND GO 0.15 TO THE AIRSTRIP AND THE STATION TO THE RIGHT.
 GW2188'
 GW2188'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 GW2188'460 AND 501 IN THE EAST PART OF LYNCHBURG, GO NORTH AND EAST
 GW2188'ON U.S. HIGHWAY 460 FOR 0.85 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2362 ***********************************************************************
 GW2362  DESIGNATION -  FAN MOUNTAIN
 GW2362  PID         -  GW2362
 GW2362  STATE/COUNTY-  VA/ALBEMARLE
 GW2362  USGS QUAD   -  COVESVILLE (1984)
 GW2362
 GW2362                         *CURRENT SURVEY CONTROL
 GW2362  ___________________________________________________________________
 GW2362* NAD 83(1993)-  37 52 40.21103(N)    078 41 31.72559(W)     ADJUSTED  
 GW2362* NAVD 88     -       553.7    (meters)    1817.     (feet)  VERTCON   
 GW2362  ___________________________________________________________________
 GW2362  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GW2362  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW2362
 GW2362  HORZ ORDER  -  SECOND
 GW2362
 GW2362.The horizontal coordinates were established by classical geodetic methods
 GW2362.and adjusted by the National Geodetic Survey in November 1994..
 GW2362
 GW2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2362
 GW2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2362
 GW2362.The geoid height was determined by GEOID03.
 GW2362
 GW2362;                    North         East     Units Scale Factor Converg.
 GW2362;SPC VA S     - 1,171,423.171 3,483,095.652   MT  0.99998499   -0 06 59.8
 GW2362;SPC VA S     - 3,843,244.19 11,427,456.32   sFT  0.99998499   -0 06 59.8
 GW2362;UTM  17      - 4,194,771.473   702,972.719   MT  1.00010744   +1 25 02.9
 GW2362
 GW2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2362!SPC VA S     -   0.99991817  x   0.99998499  =   0.99990316
 GW2362!UTM  17      -   0.99991817  x   1.00010744  =   1.00002560
 GW2362
 GW2362|---------------------------------------------------------------------|
 GW2362| PID    Reference Object                     Distance      Geod. Az  |
 GW2362|                                                           dddmmss.s |
 GW2362| DC5330 FAN MOUNTAIN RM 1                    17.081 METERS 00157     |
 GW2362| DC5331 FAN MOUNTAIN RM 2                    17.261 METERS 10012     |
 GW2362| GW2364 HEARD MTN ATT RELAY MAST            APPROX. 7.1 KM 3243515.7 |
 GW2362| GW2363 FAN MTN MC CORMICK OBS 1965          14.780 METERS 33927     |
 GW2362|---------------------------------------------------------------------|
 GW2362
 GW2362                          SUPERSEDED SURVEY CONTROL
 GW2362
 GW2362  NAD 83(1986)-  37 52 40.20874(N)    078 41 31.71738(W) AD(       ) 2
 GW2362  NAD 27      -  37 52 39.69786(N)    078 41 32.65278(W) AD(       ) 2
 GW2362  NGVD 29 (07/19/86)  553.9    (m)         1817.     (f) VERT ANG       
 GW2362
 GW2362.Superseded values are not recommended for survey control.
 GW2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2362.See file dsdata.txt to determine how the superseded data were derived.
 GW2362
 GW2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB0297394771(NAD 83)
 GW2362_MARKER: DS = TRIANGULATION STATION DISK
 GW2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2362
 GW2362  HISTORY     - Date     Condition        Report By
 GW2362  HISTORY     - 1965     MONUMENTED       CGS
 GW2362
 GW2362                          STATION DESCRIPTION
 GW2362
 GW2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2362'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF
 GW2362'CHARLOTTESVILLE, 12 MILES NORTHWEST OF SCOTTSVILLE AND ON THE
 GW2362'SUMMIT OF FAN MOUNTAIN.
 GW2362'
 GW2362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 GW2362'U.S. HIGHWAY 250 IN THE SOUTH EDGE OF CHARLOTTESVILLE, GO
 GW2362'SOUTHERLY ON U.S. HIGHWAY 29 FOR 11.5 MILES TO COUNTY ROAD
 GW2362'692 ON THE LEFT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 29 FOR 4.6
 GW2362'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY
 GW2362'FOR 0.2 MILE TO RAILROAD TRACKS, CONTINUE EASTERLY FOR 0.6
 GW2362'MILE TO A LOCKED GATE, PASS THRU THE GATE AND CONTINUE UP HILL
 GW2362'FOR 2.1 MILE TO THE STATION.
 GW2362'
 GW2362'STATION MARK IS 56 FEET WEST OF THE EAST ONE OF TWO POWERLINE
 GW2362'POLES AND 37 FEET SOUTH OF THE SOUTH SIDE OF THE OBSERVATORY.
 GW2362'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 GW2362'SET FLUSH, AND IS STAMPED FAN MTN 1965.
 GW2362'
 GW2362'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE EAST SIDE OF THE
 GW2362'OBSERVATORY.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 GW2362'A CONCRETE POST, SET FLUSH, AND IS STAMPED FAN MTN NO 1 1965.
 GW2362'
 GW2362'REFERENCE MARK NO. 2 IS 2.8 FEET NORTHWEST OF THE EAST ONE
 GW2362'OF TWO POWERLINE POLES.  THE MARK IS A STANDARD DISK SET IN
 GW2362'THE TOP OF A CONCRETE POST, SET FLUSH, AND IS STAMPED FAN
 GW2362'MTN NO 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2363 ***********************************************************************
 GW2363  DESIGNATION -  FAN MTN MC CORMICK OBS 1965
 GW2363  PID         -  GW2363
 GW2363  STATE/COUNTY-  VA/ALBEMARLE
 GW2363  USGS QUAD   -  COVESVILLE (1984)
 GW2363
 GW2363                         *CURRENT SURVEY CONTROL
 GW2363  ___________________________________________________________________
 GW2363* NAD 83(1993)-  37 52 40.65991(N)    078 41 31.93785(W)     ADJUSTED  
 GW2363* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 GW2363  ___________________________________________________________________
 GW2363  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GW2363  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW2363
 GW2363  HORZ ORDER  -  SECOND
 GW2363
 GW2363.The horizontal coordinates were established by classical geodetic methods
 GW2363.and adjusted by the National Geodetic Survey in November 1994..
 GW2363
 GW2363.The orthometric height was scaled from a topographic map.
 GW2363
 GW2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2363
 GW2363.The geoid height was determined by GEOID03.
 GW2363
 GW2363;                    North         East     Units Scale Factor Converg.
 GW2363;SPC VA S     - 1,171,437.021 3,483,090.493   MT  0.99998501   -0 06 60.0
 GW2363;SPC VA S     - 3,843,289.63 11,427,439.39   sFT  0.99998501   -0 06 60.0
 GW2363;UTM  17      - 4,194,785.181   702,967.190   MT  1.00010742   +1 25 02.7
 GW2363
 GW2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2363!SPC VA S     -   0.99991784  x   0.99998501  =   0.99990285
 GW2363!UTM  17      -   0.99991784  x   1.00010742  =   1.00002525
 GW2363
 GW2363                          SUPERSEDED SURVEY CONTROL
 GW2363
 GW2363  NAD 83(1986)-  37 52 40.65762(N)    078 41 31.92965(W) AD(       ) 2
 GW2363  NAD 27      -  37 52 40.14674(N)    078 41 32.86503(W) AD(       ) 2
 GW2363
 GW2363.Superseded values are not recommended for survey control.
 GW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2363.See file dsdata.txt to determine how the superseded data were derived.
 GW2363
 GW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB0296794785(NAD 83)
 GW2363_MARKER: 87 = DOME
 GW2363
 GW2363  HISTORY     - Date     Condition        Report By
 GW2363  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2363
 GW2363                          STATION DESCRIPTION
 GW2363
 GW2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2363'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF
 GW2363'CHARLOTTESVILLE, 12 MILES NORTHWEST OF SCOTTSVILLE AND ON THE
 GW2363'SUMMIT OF FAN MTN.  THE OBSERVATORY IS DOMED SHAPED, COLORED
 GW2363'WHITE AND IS ABOUT 30 FEET IN OVER-ALL HEIGHT AND THE POINT
 GW2363'INTERSECTED WAS THE APPROXIMATE CENTER OF THE STAFF THAT
 GW2363'SUPPORTS THE TELESCOPE AS DIRECTED BY DR. LAURENCE W. FREDRICK
 GW2363'OF THE UNIVERSITY OF VIRGINIA.
 GW2363'
 GW2363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW2363'AND U.S. HIGHWAY 250 IN THE SOUTH EDGE OF CHARLOTTESVILLE,
 GW2363'GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 11.5 MILES TO COUNTY ROAD
 GW2363'692 ON THE LEFT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 29 FOR
 GW2363'4.6 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY
 GW2363'FOR 0.2 MILE TO RAILROAD TRACKS, CONTINUE EASTERLY FOR 0.6
 GW2363'MILE TO A LOCKED GATE, CONTINUE AHEAD FOR 2.1 MILES TO THE
 GW2363'STATION.
 GW2363'
 GW2363'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FAN
 GW2363'MTN THE DISTANCE BEING 14.7802 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2259 ***********************************************************************
 GW2259  DESIGNATION -  FANCY HILL
 GW2259  PID         -  GW2259
 GW2259  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2259  USGS QUAD   -  NATURAL BRIDGE (1978)
 GW2259
 GW2259                         *CURRENT SURVEY CONTROL
 GW2259  ___________________________________________________________________
 GW2259* NAD 83(1993)-  37 40 38.93156(N)    079 30 03.01299(W)     ADJUSTED  
 GW2259* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 GW2259  ___________________________________________________________________
 GW2259  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GW2259  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2259
 GW2259  HORZ ORDER  -  THIRD
 GW2259
 GW2259.The horizontal coordinates were established by classical geodetic methods
 GW2259.and adjusted by the National Geodetic Survey in November 1994..
 GW2259
 GW2259.The orthometric height was scaled from a topographic map.
 GW2259
 GW2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2259
 GW2259.The geoid height was determined by GEOID03.
 GW2259
 GW2259;                    North         East     Units Scale Factor Converg.
 GW2259;SPC VA S     - 1,149,636.686 3,411,715.626   MT  0.99996000   -0 36 26.8
 GW2259;SPC VA S     - 3,771,766.36 11,193,270.35   sFT  0.99996000   -0 36 26.8
 GW2259;UTM  17      - 4,171,089.106   632,200.714   MT  0.99981527   +0 54 59.2
 GW2259
 GW2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2259!SPC VA S     -   0.99994532  x   0.99996000  =   0.99990532
 GW2259!UTM  17      -   0.99994532  x   0.99981527  =   0.99976060
 GW2259
 GW2259|---------------------------------------------------------------------|
 GW2259| PID    Reference Object                     Distance      Geod. Az  |
 GW2259|                                                           dddmmss.s |
 GW2259| DC3372 FANCY HILL RM 1                       8.490 METERS 02555     |
 GW2259| DC3373 FANCY HILL RM 2                                    0952800.0 |
 GW2259| GW1585 FANCY HILL RM 3                      14.630 METERS 11801     |
 GW2259| GW2262 APPLE MT FIRE TOWER                 APPROX.17.8 KM 1824326.4 |
 GW2259| GW2261 MONUMENT RW VAHD W SIDE US 11         4.020 METERS 22315     |
 GW2259|---------------------------------------------------------------------|
 GW2259
 GW2259                          SUPERSEDED SURVEY CONTROL
 GW2259
 GW2259  NAD 83(1986)-  37 40 38.93097(N)    079 30 03.02737(W) AD(       ) 3
 GW2259  NAD 27      -  37 40 38.44800(N)    079 30 03.89000(W) AD(       ) 3
 GW2259
 GW2259.Superseded values are not recommended for survey control.
 GW2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2259.See file dsdata.txt to determine how the superseded data were derived.
 GW2259
 GW2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3220171089(NAD 83)
 GW2259_MARKER: DS = TRIANGULATION STATION DISK
 GW2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2259
 GW2259  HISTORY     - Date     Condition        Report By
 GW2259  HISTORY     - 1934     MONUMENTED       CGS
 GW2259  HISTORY     - 1957     MARK NOT FOUND   CGS
 GW2259  HISTORY     - 1961     MARK NOT FOUND   CGS
 GW2259
 GW2259                          STATION DESCRIPTION
 GW2259
 GW2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2259'STATION IS ALONG U.S. HIGHWAY 11 BETWEEN LEXINGTON AND NATURAL
 GW2259'BRIDGE, 9.6 MILES FROM LEXINGTON AND 4.8 MILES FROM NATURAL
 GW2259'BRIDGE.
 GW2259'
 GW2259'SURFACE, UNDERGROUND, AND REFERENCE MARKS NOS. 1 AND 3 ARE
 GW2259'STANDARD BRONZE DISKS SET IN CONCRETE.
 GW2259'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK
 GW2259'SET IN OUTCROPPING BEDROCK.
 GW2259'
 GW2259'REFERENCE MARK NO. 1 IS 8.490 METERS NE OF STATION AND ABOUT
 GW2259'1 FOOT E OF FENCE LINE.
 GW2259'
 GW2259'REFERENCE MARK NO. 3 IS 14.630 METERS ESE OF STATION AND DIRECTLY
 GW2259'ACROSS ROAD, AND 4.500 METERS N OF 4- BY 4-INCH CONCRETE
 GW2259'HIGHWAY MONUMENT.
 GW2259'
 GW2259'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 0.3 MILE E OF
 GW2259'STATION, ABOUT 60 FEET E OF WIRE FENCE AROUND SIDE OF HILL,
 GW2259'ABOUT 60 FEET W OF FENCE LINE ACROSS TOP OF HILL.  MARK IS IN
 GW2259'4- BY 4-FOOT ROCK WHICH PROTRUDES ABOUT 1 FOOT ABOVE GROUND.
 GW2259'
 GW2259'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 3
 GW2259'IS 17.160 METERS.
 GW2259'
 GW2259'TO REACH FROM LEXINGTON TAKE U.S. HIGHWAY 11 S FOR 3.6 MILES
 GW2259'BEYOND THE CROSSING OF BUFFALO CREEK.  FROM NATURAL BRIDGE IT IS
 GW2259'3.0 MILES BEYOND HERRING HALL TOURIST HOUSE.  STATION IS ABOUT
 GW2259'50 YARDS SW OF CURVE IN ROAD, ABOUT 30 YARDS W OF BARN ACROSS
 GW2259'ROAD, ABOUT 60 YARDS N OF RAINBOW SERVICE STATION.  MARK IS
 GW2259'ON A 3-FOOT EMBANKMENT, 21.6 FEET FROM CENTER LINE OF ROAD,
 GW2259'4.02 METERS NE OF 4- BY 4-INCH HIGHWAY MARK OR MONUMENT WHICH
 GW2259'IS ABOUT 2 FEET ABOVE GROUND, ON THE W SIDE OF ROAD AND 15.03
 GW2259'METERS FROM SIMILAR MONUMENT ON THE E SIDE OF ROAD, AND ABOUT
 GW2259'3 FEET E OF FENCE LINE.
 GW2259
 GW2259                          STATION RECOVERY (1957)
 GW2259
 GW2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2259'THIS STATION AND REFERENCE MARK 1 HAVE BEEN DESTROYED BY
 GW2259'WIDENING AND GRADING OFF THE BANKS WHERE THE MARKS WERE LOCATED,
 GW2259'DESTROYING THE SURFACE AND SUBSURFACE MARK AND THE REFERENCE
 GW2259'MARK.  REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION, IT
 GW2259'NOW PROJECTS ABOUT 16 IN. AND IS IN THE LAWN AREA OF A MOTEL.
 GW2259'DUE TO THE STATION BEING DESTROYED NO ATTEMPT WAS MADE TO
 GW2259'RECOVER REFERENCE MARK 2 AND THE AZIMUTH MARK.
 GW2259
 GW2259                          STATION RECOVERY (1961)
 GW2259
 GW2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GW2259'STATION AND REFERENCE MARK NO. 1 WAS DESTROYED BY HIGHWAY
 GW2259'CONSTRUCTION AS DESCRIBED BY J.C. CHILDS IN 1957.
 GW2259'
 GW2259'REFERENCE MARK NO. 3 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 GW2259'IN 1957.  NOTE--THIS MARK IS ALSO A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2260 ***********************************************************************
 GW2260  DESIGNATION -  FANCY HILL 2
 GW2260  PID         -  GW2260
 GW2260  STATE/COUNTY-  VA/ROCKBRIDGE
 GW2260  USGS QUAD   -  NATURAL BRIDGE (1978)
 GW2260
 GW2260                         *CURRENT SURVEY CONTROL
 GW2260  ___________________________________________________________________
 GW2260* NAD 83(1993)-  37 40 39.06521(N)    079 30 03.35173(W)     ADJUSTED  
 GW2260* NAVD 88     -       381.81   (+/-2cm)    1252.7    (feet)  VERTCON   
 GW2260  ___________________________________________________________________
 GW2260  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GW2260  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW2260
 GW2260  HORZ ORDER  -  SECOND
 GW2260  VERT ORDER  -  THIRD ? (See Below)
 GW2260
 GW2260.The horizontal coordinates were established by classical geodetic methods
 GW2260.and adjusted by the National Geodetic Survey in November 1994..
 GW2260
 GW2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2260.The vertical order pertains to the NGVD 29 superseded value.
 GW2260
 GW2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2260
 GW2260.The geoid height was determined by GEOID03.
 GW2260
 GW2260;                    North         East     Units Scale Factor Converg.
 GW2260;SPC VA S     - 1,149,640.894 3,411,707.369   MT  0.99996000   -0 36 27.0
 GW2260;SPC VA S     - 3,771,780.17 11,193,243.26   sFT  0.99996000   -0 36 27.0
 GW2260;UTM  17      - 4,171,093.093   632,192.351   MT  0.99981524   +0 54 59.0
 GW2260
 GW2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2260!SPC VA S     -   0.99994516  x   0.99996000  =   0.99990516
 GW2260!UTM  17      -   0.99994516  x   0.99981524  =   0.99976041
 GW2260
 GW2260:                Primary Azimuth Mark                     Grid Az
 GW2260:SPC VA S     -  FANCY HILL RM 2                          096 25 29.6
 GW2260:UTM  17      -  FANCY HILL RM 2                          094 54 03.6
 GW2260
 GW2260|---------------------------------------------------------------------|
 GW2260| PID    Reference Object                     Distance      Geod. Az  |
 GW2260|                                                           dddmmss.s |
 GW2260| DC3373 FANCY HILL RM 2                                    0954902.6 |
 GW2260| GW1585 FANCY HILL RM 3                      23.980 METERS 11801     |
 GW2260|---------------------------------------------------------------------|
 GW2260
 GW2260                          SUPERSEDED SURVEY CONTROL
 GW2260
 GW2260  NAD 83(1986)-  37 40 39.06380(N)    079 30 03.36491(W) AD(       ) 2
 GW2260  NAD 27      -  37 40 38.59123(N)    079 30 04.22726(W) AD(       ) 2
 GW2260  NGVD 29 (07/19/86)  382.00   (m)         1253.3    (f) LEVELING    3  
 GW2260
 GW2260.Superseded values are not recommended for survey control.
 GW2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2260.See file dsdata.txt to determine how the superseded data were derived.
 GW2260
 GW2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB3219271093(NAD 83)
 GW2260
 GW2260  HISTORY     - Date     Condition        Report By
 GW2260  HISTORY     - 1942     MONUMENTED       CGS
 GW2260  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GW2260
 GW2260                          STATION DESCRIPTION
 GW2260
 GW2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2260'THE ORIGINAL STATION AND REFERENCE MARK NO. 1 ARE CONSIDERED
 GW2260'TO BE LOST AS THE DISTANCES AND DIRECTIONS FROM REFERENCE
 GW2260'MARK NO. 3 MAKE THEM FALL ON THE PAVED SURFACE OF THE HIGHWAY.
 GW2260'A NEW STATION MARK, STAMPED FANCY HILL 1934 1942, WAS RECOVERED
 GW2260'AND BELIEVED TO HAVE BEEN SET BY THE STATE HIGHWAY DEPARTMENT
 GW2260'AND THE RECORDS HAVE NOT BEEN SUBMITTED AND ARE NOT AVAILABLE.
 GW2260'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AND
 GW2260'REFERENCE MARK NO. 3 WAS RECOVERED AND REINFORCED IN ITS
 GW2260'ORIGINAL POSITION.
 GW2260'
 GW2260'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LEXINGTON ON
 GW2260'U.S. HIGHWAY 11 RIGHT-OF-WAY AND JUST SOUTH OF COUNTY ROAD
 GW2260'684 WEST.
 GW2260'
 GW2260'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11
 GW2260'AND U.S. HIGHWAY 11 BY-PASS AT THE SOUTH EDGE OF LEXINGTON,
 GW2260'GO SOUTHERLY ON U.S. HIGHWAY 11 FOR 7.8 MILES TO COUNTY ROAD
 GW2260'684 ON THE RIGHT, AND TINY TOWN RESTAURANT JUST AHEAD ON THE
 GW2260'LEFT AND STATION AS DESCRIBED.
 GW2260'
 GW2260'THE STATION MARK IS 275 FEET NORTH OF THE TINY TOWN RESTAURANT,
 GW2260'40 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 11 AND
 GW2260'39.0 FEET SOUTHWEST OF A RIGHT-OF-WAY POST.  THE MARK IS A
 GW2260'STANDARD DISK SET IN THE TOP OF A FLUSH CONCRETE MONUMENT.
 GW2260'NOTE 1B.  THE DISK IS STAMPED FANCY HILL 1934 1942.
 GW2260'
 GW2260'REFERENCE MARK NO. 2 (AZIMUTH) IS 97 FEET SOUTH OF AN 18 INCH
 GW2260'POPLAR TREE AND 63 FEET WEST OF A WIRE FENCE.  THE MARK IS
 GW2260'A STANDARD REFERENCE DISK STAMPED FANCY HILL NO 2 1934 CEMENTED
 GW2260'IN A DRILLHOLE IN A 4X6 FOOT FLAT ROCK THAT PROJECTS 18 INCHES
 GW2260'ON THE WEST SIDE.  NOTE 12A.
 GW2260'
 GW2260'REFERENCE MARK NO. 3 IS 42 FEET SOUTHEAST OF THE CENTER LINE
 GW2260'OF U.S. HIGHWAY 11 AND 22 FEET NORTH OF A LARGE TINY TOWN
 GW2260'RESTAURANT SIGN.  THE MARK IS A STANDARD REFERENCE DISK
 GW2260'STAMPED FANCY HILL NO 3 1934 SET IN THE TOP OF A SQUARE
 GW2260'CONCRETE MONUMENT PROJECTING 14 INCHES.  NOTE 11A.
 GW2260'
 GW2260'TO REACH REFERENCE MARK NO. 2 (AZIMUTH) FROM THE STATION,
 GW2260'GO NORTH ON U.S. HIGHWAY 11 ABOUT 200 FEET TO A ROAD TO THE
 GW2260'RIGHT, TURN RIGHT (SOUTHEAST) AND GO 0.2 MILE CROSSING THE SOUTH
 GW2260'BOUND LANE OF INTERSTATE HIGHWAY 81 (NOW UNDER CONSTRUCTION)
 GW2260'TO THE NORTH BOUND LANE, TURN LEFT FOR 0.2 MILE, THENCE
 GW2260'BACK PACK EAST UP SIDE OF PASTURE LAND FOR 0.1 MILE TO PROMINATE
 GW2260'OUTCROPING ROCK AND MARK AS DESCRIBED.
 GW2260'
 GW2260'NOTE-IT IS NOT KNOWN IF THIS STATION HAS AN UNDERGROUND
 GW2260'MARK.  IT IS BELIEVED SET BY THE VIRGINIA HIGHWAY DEPARTMENT
 GW2260'AND NO RECORDS ARE AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1585 ***********************************************************************
 GW1585  DESIGNATION -  FANCY HILL RM 3
 GW1585  PID         -  GW1585
 GW1585  STATE/COUNTY-  VA/ROCKBRIDGE
 GW1585  USGS QUAD   -  NATURAL BRIDGE (1978)
 GW1585
 GW1585                         *CURRENT SURVEY CONTROL
 GW1585  ___________________________________________________________________
 GW1585* NAD 83(1986)-  37 40 38.     (N)    079 30 02.     (W)     SCALED    
 GW1585* NAVD 88     -       380.750  (meters)    1249.18   (feet)  ADJUSTED  
 GW1585  ___________________________________________________________________
 GW1585  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 GW1585  DYNAMIC HT  -         380.448 (meters)    1248.19  (feet)  COMP
 GW1585  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 GW1585
 GW1585  VERT ORDER  -  FIRST     CLASS II
 GW1585
 GW1585.The horizontal coordinates were scaled from a topographic map and have
 GW1585.an estimated accuracy of +/- 6 seconds.
 GW1585
 GW1585.The orthometric height was determined by differential leveling
 GW1585.and adjusted by the National Geodetic Survey in June 1991..
 GW1585
 GW1585.The geoid height was determined by GEOID03.
 GW1585
 GW1585.The dynamic height is computed by dividing the NAVD 88
 GW1585.geopotential number by the normal gravity value computed on the
 GW1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1585.degrees latitude (g = 980.6199 gals.).
 GW1585
 GW1585.The modeled gravity was interpolated from observed gravity values.
 GW1585
 GW1585;                    North         East    Units  Estimated Accuracy
 GW1585;SPC VA S     - 1,149,610.    3,411,740.      MT  (+/- 180 meters Scaled)
 GW1585
 GW1585                          SUPERSEDED SURVEY CONTROL
 GW1585
 GW1585  NGVD 29 (??/??/92)  380.931  (m)         1249.77   (f) ADJ UNCH    1 2
 GW1585
 GW1585.Superseded values are not recommended for survey control.
 GW1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1585.See file dsdata.txt to determine how the superseded data were derived.
 GW1585
 GW1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB322710(NAD 83)
 GW1585_MARKER: DR = REFERENCE MARK DISK
 GW1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1585_STAMPING: FANCY HILL NO 3 1934
 GW1585_MARK LOGO: CGS   
 GW1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1585+STABILITY: SURFACE MOTION
 GW1585
 GW1585  HISTORY     - Date     Condition        Report By
 GW1585  HISTORY     - 1934     MONUMENTED       CGS
 GW1585  HISTORY     - 1965     GOOD             NGS
 GW1585  HISTORY     - 1984     GOOD             NGS
 GW1585
 GW1585                          STATION DESCRIPTION
 GW1585
 GW1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GW1585'4.3 MI NE FROM NATURAL BRIDGE.
 GW1585'ABOUT 4.3 MILES NE ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE
 GW1585'HIGHWAY 130 AT NATURAL BRIDGE, ON PROPERTY OF THE TINY TOWN
 GW1585'MOTEL.  THE MARK IS 42 FEET SE OF THE CENTER LINE OF U.S.
 GW1585'HIGHWAY 11 AND 22 FEET N OF A LARGE TINY TOWN RESTAURANT SIGN.
 GW1585'THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS
 GW1585'14 INCHES.  THE CONCRETE MONUMENT CONTAINING THE DISK WAS
 GW1585'REINFORCED IN ITS ORIGINAL POSITION.
 GW1585
 GW1585                          STATION RECOVERY (1984)
 GW1585
 GW1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GW1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0812 ***********************************************************************
 FW0812  DESIGNATION -  FAR
 FW0812  PID         -  FW0812
 FW0812  STATE/COUNTY-  VA/ACCOMACK
 FW0812  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0812
 FW0812                         *CURRENT SURVEY CONTROL
 FW0812  ___________________________________________________________________
 FW0812* NAD 83(1993)-  37 56 45.62805(N)    075 24 01.26892(W)     ADJUSTED  
 FW0812* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0812  ___________________________________________________________________
 FW0812  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FW0812  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 FW0812
 FW0812  HORZ ORDER  -  SECOND
 FW0812
 FW0812.The horizontal coordinates were established by classical geodetic methods
 FW0812.and adjusted by the National Geodetic Survey in November 1994..
 FW0812
 FW0812.The orthometric height was scaled from a topographic map.
 FW0812
 FW0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0812
 FW0812.The geoid height was determined by GEOID03.
 FW0812
 FW0812;                    North         East     Units Scale Factor Converg.
 FW0812;SPC VA S     - 1,183,444.954 3,772,399.194   MT  0.99999630   +1 52 52.5
 FW0812;SPC VA S     - 3,882,685.65 12,376,613.02   sFT  0.99999630   +1 52 52.5
 FW0812;UTM  18      - 4,199,900.071   464,824.296   MT  0.99961524   -0 14 46.3
 FW0812
 FW0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0812!SPC VA S     -   1.00000577  x   0.99999630  =   1.00000207
 FW0812!UTM  18      -   1.00000577  x   0.99961524  =   0.99962101
 FW0812
 FW0812|---------------------------------------------------------------------|
 FW0812| PID    Reference Object                     Distance      Geod. Az  |
 FW0812|                                                           dddmmss.s |
 FW0812| DC7271 FAR RM 1                              9.610 METERS 00342     |
 FW0812| FW0809 CHINCOTEAGUE WATER TANK             APPROX. 2.5 KM 1255232.1 |
 FW0812| DC7272 FAR RM 2                              9.738 METERS 27830     |
 FW0812|---------------------------------------------------------------------|
 FW0812
 FW0812                          SUPERSEDED SURVEY CONTROL
 FW0812
 FW0812  NAD 83(1993)-  37 56 45.62625(N)    075 24 01.27192(W) AD(       ) 2
 FW0812  NAD 83(1986)-  37 56 45.62361(N)    075 24 01.30470(W) AD(       ) 2
 FW0812  NAD 27      -  37 56 45.17839(N)    075 24 02.59082(W) AD(       ) 2
 FW0812
 FW0812.Superseded values are not recommended for survey control.
 FW0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0812.See file dsdata.txt to determine how the superseded data were derived.
 FW0812
 FW0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6482499900(NAD 83)
 FW0812_MARKER: Z = SEE DESCRIPTION
 FW0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0812
 FW0812  HISTORY     - Date     Condition        Report By
 FW0812  HISTORY     - 1933     MONUMENTED       VACF
 FW0812  HISTORY     - 1942     GOOD             CGS
 FW0812  HISTORY     - 1958     GOOD             CGS
 FW0812  HISTORY     - 1959     GOOD             CGS
 FW0812  HISTORY     - 1961     GOOD             CGS
 FW0812
 FW0812                          STATION DESCRIPTION
 FW0812
 FW0812'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1933
 FW0812'ON MARSH W OF THE S.C. FAR MOUTH OF WIRE NARROWS MARKED BY
 FW0812'A CONCRETE BLOCK EXTENDING A FEW INCHES ABOVE THE SURFACE
 FW0812'OF THE MARSH.
 FW0812'
 FW0812'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 FW0812
 FW0812                          STATION RECOVERY (1942)
 FW0812
 FW0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0812'THE STATION IS LOCATED ON A SMALL MARSH ISLAND AT THE MOUTH
 FW0812'OF THE W BRANCH OF WIRE NARROWS IN CHINCOTEAGUE BAY, ON
 FW0812'THE SOUTHERN PORTION OF THE ISLAND, 12.3 METERS N OF MEAN
 FW0812'HIGH WATER, 19.2 METERS NE OF MEAN HIGH WATER AND 86.2 METERS
 FW0812'S OF A SMALL GRASS POINT ON THE OPPOSITE SIDE OF THE ISLAND.
 FW0812'THE STATION IS BEST REACHED BY BOAT FROM CHINCOTEAGUE ISLAND,
 FW0812'VIRGINIA, BY PROCEEDING UP WIRE NARROWS TO THE POINT WHERE
 FW0812'THE W BRANCH ENTERS CHINCOTEAGUE BAY.
 FW0812'
 FW0812'THE STATION IS A 12-INCH SQUARE CONCRETE MONUMENT WITH A
 FW0812'2-INCH BY 2-INCH WOODEN STAKE IN THE CENTER, LYING 2 INCHES
 FW0812'BELOW THE SURFACE OF THE MARSH.  THE MARK IS IN GOOD CONDITION.
 FW0812
 FW0812                          STATION RECOVERY (1958)
 FW0812
 FW0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0812'STATION RECOVERED AS DESCRIBED.  THE OLD 1942 DESCRIPTION
 FW0812'IS ADEQUATE.  THE MARK IS NOW ABOUT 2 INCHES BELOW THE SURFACE
 FW0812'OF THE MARSH AND IS SURROUNDED BY SEVERAL SMALL POLES.
 FW0812'THE MARK IS IN GOOD CONDITION.  MR. NAT STEELMAN DEPUTY
 FW0812'OYSTER INSPECTOR, CHINCOTEAGUE, VA. KNOWS EXACTLY WHERE THIS
 FW0812'MARK IS LOCATED.
 FW0812
 FW0812                          STATION RECOVERY (1959)
 FW0812
 FW0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WFR)
 FW0812'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FW0812'CONDITION.  A NAIL WAS DRIVEN IN THE 2 X 2 INCH WOODEN PEG
 FW0812'AS CENTER.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 FW0812'
 FW0812'A NEW DESCRIPTION FOLLOWS.
 FW0812'
 FW0812'STATION IS LOCATED 1.5 MILES NORTHWEST OF CHINCOTEAGUE, 0.5
 FW0812'MILE NORTH OF THE BRIDGE OVER WIRE NARROWS, 1.0 MILE NORTHEAST
 FW0812'OF THE BRIDGE OVER QUEEN SOUNDS.  AND ON SOUTHERN PORTION OF
 FW0812'MARSH ISLAND.
 FW0812'
 FW0812'STATION IS BEST REACHED BY BOAT FROM CHINCOTEAGUE, VIRGINIA.
 FW0812'
 FW0812'STATION MARK, A 12 INCH MASS OF CONCRETE WITH A 2 X 2 INCH
 FW0812'WOODEN PEG IN THE CENTER WHICH IS 2 INCHES BELOW THE SURFACE
 FW0812'OF THE MARSH.  THE MARK IS A VIRGINIA FISH COMMISSION MARK.
 FW0812'IT IS 20 FEET WEST OF THE WEST SHORE OF WIRE NARROWS.
 FW0812'
 FW0812'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAR NO 1 1942,
 FW0812'IS SET IN CONCRETE AT THE CENTER OF A 4 INCH TERRACOTTA PIPE
 FW0812'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 6
 FW0812'INCHES.  IT IS 50 FEET WEST OF THE WEST SHORE OF WIRE NARROWS.
 FW0812'A STANDARD WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 FW0812'
 FW0812'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAR NO 2 1942,
 FW0812'IS SET IN CONCRETE AT THE CENTER OF A 4 INCH TERRACOTTA
 FW0812'PIPE WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS
 FW0812'6 INCHES.  IT IS 21 FEET SOUTH-SOUTHWEST OF THE WEST SHORE
 FW0812'OF WIRE NARROWS.
 FW0812
 FW0812                          STATION RECOVERY (1961)
 FW0812
 FW0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 FW0812'STATION AND REFERENCES MARKS RECOVERED IN GOOD CONDITION.
 FW0812'THE 1959 RECOVERY NOTE BY W.E. RANDALL IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3144 ***********************************************************************
 FX3144  DESIGNATION -  FAR 1912
 FX3144  PID         -  FX3144
 FX3144  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3144  USGS QUAD   -  DEEP CREEK (1986)
 FX3144
 FX3144                         *CURRENT SURVEY CONTROL
 FX3144  ___________________________________________________________________
 FX3144* NAD 83(1993)-  36 44 52.42604(N)    076 20 25.01605(W)     ADJUSTED  
 FX3144* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3144  ___________________________________________________________________
 FX3144  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 FX3144  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX3144
 FX3144  HORZ ORDER  -  THIRD
 FX3144
 FX3144.The horizontal coordinates were established by classical geodetic methods
 FX3144.and adjusted by the National Geodetic Survey in September 1995..
 FX3144
 FX3144.The orthometric height was scaled from a topographic map.
 FX3144
 FX3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3144
 FX3144.The geoid height was determined by GEOID03.
 FX3144
 FX3144;                    North         East     Units Scale Factor Converg.
 FX3144;SPC VA S     - 1,048,212.121 3,692,856.740   MT  1.00000346   +1 18 38.8
 FX3144;SPC VA S     - 3,439,009.27 12,115,647.49   sFT  1.00000346   +1 18 38.8
 FX3144;UTM  18      - 4,067,743.624   380,351.276   MT  0.99977637   -0 48 07.1
 FX3144
 FX3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3144!SPC VA S     -   1.00000553  x   1.00000346  =   1.00000899
 FX3144!UTM  18      -   1.00000553  x   0.99977637  =   0.99978190
 FX3144
 FX3144                          SUPERSEDED SURVEY CONTROL
 FX3144
 FX3144  NAD 83(1986)-  36 44 52.43222(N)    076 20 25.05125(W) AD(       ) 3
 FX3144  NAD 27      -  36 44 51.90300(N)    076 20 26.25700(W) AD(       ) 3
 FX3144
 FX3144.Superseded values are not recommended for survey control.
 FX3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3144.See file dsdata.txt to determine how the superseded data were derived.
 FX3144
 FX3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8035167744(NAD 83)
 FX3144_MARKER: N = NAIL
 FX3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3144+STABILITY: SURFACE MOTION
 FX3144
 FX3144  HISTORY     - Date     Condition        Report By
 FX3144  HISTORY     - 1912     MONUMENTED       CGS
 FX3144  HISTORY     - 1943     GOOD             CGS
 FX3144  HISTORY     - 1947     GOOD             USE
 FX3144
 FX3144                          STATION DESCRIPTION
 FX3144
 FX3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3144'STATION IS LOCATED ON THE N SIDE OF THE DISMAL SWAMP CANAL LOCK
 FX3144'ENTERING DEEP CREEK.  IT IS 24 FEET S OF ANOTHER CREEK GOING TO
 FX3144'GILBERTON.  THE ENTRANCE TO THE LOCK IS ABOUT 363 FEET S OF IT.
 FX3144'THE STATION IS ON A POINT MADE BY THE CREEK N OF IT GOING E AND
 FX3144'THEN TURNING IN TO THE SE.
 FX3144'
 FX3144'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3144'2 FEET DOWN.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24 INCHES
 FX3144'PROJECTING ABOUT 1-1/2 INCHES.  TOP MARKED 1912 C.G.S.  NAIL
 FX3144'IN CENTER MARKS STATION POINT.
 FX3144
 FX3144                          STATION RECOVERY (1943)
 FX3144
 FX3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3144'FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 FX3144'DISCREPANCY--
 FX3144'
 FX3144'SUB-SURFACE MARK IS NOW 0.3 FOOT BELOW GROUND SURFACE, INSTEAD
 FX3144'OF 2 FEET BELOW THE GROUND.
 FX3144
 FX3144                          STATION RECOVERY (1947)
 FX3144
 FX3144'RECOVERY NOTE BY US ENGINEERS 1947
 FX3144'LETTER OF G.L. ANDERSON, SUPERVISOR, SE DISTRICT, NORFOLK, VA.,
 FX3144'DATED MARCH 25, 1947--
 FX3144'
 FX3144'STATION FAR IS A 6- BY 6-INCH CONCRETE MONUMENT, FLUSH WITH THE
 FX3144'GROUND, MARKED U.S.C. AND G.S. 1912.  LOCATED APPROXIMATELY 300
 FX3144'FEET NW OF U.S. LOCK, ON THE N SHORE OF DEEP CREEK, AND W OF THE
 FX3144'OLD GEORGE WASHINGTON LOCK.
 FX3144'
 FX3144'REFERENCE MARK 1 IS AT A DISTANCE OF 28.90 FEET NW OF A 20D NAIL
 FX3144'IN THE CENTER OF A TRIANGLE CUT IN AN 8-INCH OAK TREE.
 FX3144'
 FX3144'REFERENCE MARK 2 IS AT A DISTANCE OF 37.95 FEET NE OF A 20D
 FX3144'NAIL IN THE CENTER OF A TRAINGLE CUT IN A 10-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4226 ***********************************************************************
 GV4226  DESIGNATION -  FARE VFC 1920
 GV4226  PID         -  GV4226
 GV4226  STATE/COUNTY-  VA/MATHEWS
 GV4226  USGS QUAD   -  MATHEWS (1965)
 GV4226
 GV4226                         *CURRENT SURVEY CONTROL
 GV4226  ___________________________________________________________________
 GV4226* NAD 83(1993)-  37 27 22.33015(N)    076 15 22.18290(W)     ADJUSTED  
 GV4226* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4226  ___________________________________________________________________
 GV4226  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GV4226  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 GV4226
 GV4226  HORZ ORDER  -  THIRD
 GV4226
 GV4226.The horizontal coordinates were established by classical geodetic methods
 GV4226.and adjusted by the National Geodetic Survey in September 1995..
 GV4226
 GV4226.The orthometric height was scaled from a topographic map.
 GV4226
 GV4226.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4226
 GV4226.The geoid height was determined by GEOID03.
 GV4226
 GV4226;                    North         East     Units Scale Factor Converg.
 GV4226;SPC VA S     - 1,126,969.723 3,698,498.914   MT  0.99994660   +1 21 42.6
 GV4226;SPC VA S     - 3,697,399.83 12,134,158.52   sFT  0.99994660   +1 21 42.6
 GV4226;UTM  18      - 4,146,223.112   388,900.597   MT  0.99975204   -0 45 50.5
 GV4226
 GV4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4226!SPC VA S     -   1.00000572  x   0.99994660  =   0.99995231
 GV4226!UTM  18      -   1.00000572  x   0.99975204  =   0.99975775
 GV4226
 GV4226:                Primary Azimuth Mark                     Grid Az
 GV4226:SPC VA S     -  STOKES VFC 1920                          270 11 29.3
 GV4226:UTM  18      -  STOKES VFC 1920                          272 19 02.4
 GV4226
 GV4226|---------------------------------------------------------------------|
 GV4226| PID    Reference Object                     Distance      Geod. Az  |
 GV4226|                                                           dddmmss.s |
 GV4226| GV4260 STOKES VFC 1920                     APPROX. 0.9 KM 2713311.9 |
 GV4226|---------------------------------------------------------------------|
 GV4226
 GV4226                          SUPERSEDED SURVEY CONTROL
 GV4226
 GV4226  NAD 83(1993)-  37 27 22.33080(N)    076 15 22.18161(W) AD(       ) 3
 GV4226  NAD 83(1986)-  37 27 22.33693(N)    076 15 22.20712(W) AD(       ) 3
 GV4226  NAD 27      -  37 27 21.85900(N)    076 15 23.41500(W) AD(       ) 3
 GV4226
 GV4226.Superseded values are not recommended for survey control.
 GV4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4226.See file dsdata.txt to determine how the superseded data were derived.
 GV4226
 GV4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8890146223(NAD 83)
 GV4226_MARKER: DS = TRIANGULATION STATION DISK
 GV4226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4226_SP_SET: METAL PIPE AND CONCRETE SURROUND
 GV4226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV4226
 GV4226  HISTORY     - Date     Condition        Report By
 GV4226  HISTORY     - 1920     MONUMENTED       VACF
 GV4226  HISTORY     - 1925     GOOD             USE
 GV4226  HISTORY     - 1944     SEE DESCRIPTION  CGS
 GV4226  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GV4226  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 GV4226
 GV4226                          STATION DESCRIPTION
 GV4226
 GV4226'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1920
 GV4226'ON LOW FLAT TOP SAND HILL WEST OF THE OLD THROUGHFARE CHANNEL,
 GV4226'NEAR THE LOWER END OF MILFORD HAVEN, MARKED BY A 5-FOOT
 GV4226'SECTION OF 1-INCH GALVANIZED IRON PIPE, SURROUNDED NEAR
 GV4226'SURFACE OF GROUND BY A BLOCK OF CONCRETE.  A U.S.C.S. BRASS
 GV4226'MARKER MARKS THE STATION.
 GV4226
 GV4226                          STATION RECOVERY (1925)
 GV4226
 GV4226'RECOVERY NOTE BY US ENGINEERS 1925
 GV4226'RECOVERED AS DESCRIBED.  STATION WAS BURIED ABOUT 3 INCHES
 GV4226'UNDER SURFACE.
 GV4226
 GV4226                          STATION RECOVERY (1944)
 GV4226
 GV4226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4226'STATION NOT RECOVERED.  THE MARK WAS FOUND LYING ON THE BEACH.
 GV4226
 GV4226                          STATION RECOVERY (1946)
 GV4226
 GV4226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (AL)
 GV4226'MARK WAS FOUND WASHED OUT ON THE SHORE.  STATION SHOULD BE
 GV4226'CONSIDERED LOST.
 GV4226
 GV4226                          STATION RECOVERY (2002)
 GV4226
 GV4226'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1163 ***********************************************************************
 FZ1163  DESIGNATION -  FARIS
 FZ1163  PID         -  FZ1163
 FZ1163  STATE/COUNTY-  VA/WASHINGTON
 FZ1163  USGS QUAD   -  CHILHOWIE (1978)
 FZ1163
 FZ1163                         *CURRENT SURVEY CONTROL
 FZ1163  ___________________________________________________________________
 FZ1163* NAD 83(1993)-  36 47 26.90761(N)    081 42 51.73314(W)     ADJUSTED  
 FZ1163* NAVD 88     -       670.909  (meters)    2201.14   (feet)  ADJUSTED  
 FZ1163  ___________________________________________________________________
 FZ1163  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FZ1163  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1163  DYNAMIC HT  -         670.294 (meters)    2199.12  (feet)  COMP
 FZ1163  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FZ1163
 FZ1163  HORZ ORDER  -  SECOND
 FZ1163  VERT ORDER  -  FIRST     CLASS II
 FZ1163
 FZ1163.The horizontal coordinates were established by classical geodetic methods
 FZ1163.and adjusted by the National Geodetic Survey in September 1995..
 FZ1163
 FZ1163.The orthometric height was determined by differential leveling
 FZ1163.and adjusted by the National Geodetic Survey in June 1991..
 FZ1163
 FZ1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1163
 FZ1163.The geoid height was determined by GEOID03.
 FZ1163
 FZ1163.The dynamic height is computed by dividing the NAVD 88
 FZ1163.geopotential number by the normal gravity value computed on the
 FZ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1163.degrees latitude (g = 980.6199 gals.).
 FZ1163
 FZ1163.The modeled gravity was interpolated from observed gravity values.
 FZ1163
 FZ1163;                    North         East     Units Scale Factor Converg.
 FZ1163;SPC VA S     - 1,055,651.867 3,213,158.281   MT  0.99999571   -1 57 03.2
 FZ1163;SPC VA S     - 3,463,417.83 10,541,836.79   sFT  0.99999571   -1 57 03.2
 FZ1163;UTM  17      - 4,071,904.363   436,263.964   MT  0.99965004   -0 25 40.3
 FZ1163
 FZ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1163!SPC VA S     -   0.99989957  x   0.99999571  =   0.99989528
 FZ1163!UTM  17      -   0.99989957  x   0.99965004  =   0.99954965
 FZ1163
 FZ1163|---------------------------------------------------------------------|
 FZ1163| PID    Reference Object                     Distance      Geod. Az  |
 FZ1163|                                                           dddmmss.s |
 FZ1163| FZ1162 FARIS RM 1                            8.148 METERS 10525     |
 FZ1163| FZ1160 FARIS AZ MK                                        1401542.4 |
 FZ1163| FZ1161 FARIS RM 2                            8.718 METERS 19756     |
 FZ1163| FZ2178 HAYTER KNOB LOOKOUT TOWER           APPROX.25.2 KM 2905007.5 |
 FZ1163|---------------------------------------------------------------------|
 FZ1163
 FZ1163                          SUPERSEDED SURVEY CONTROL
 FZ1163
 FZ1163  NAD 83(1986)-  36 47 26.92045(N)    081 42 51.73420(W) AD(       ) 2
 FZ1163  NAD 27      -  36 47 26.51010(N)    081 42 52.29705(W) AD(       ) 2
 FZ1163  NGVD 29 (??/??/92)  671.014  (m)         2201.49   (f) ADJ UNCH    1 2
 FZ1163
 FZ1163.Superseded values are not recommended for survey control.
 FZ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1163.See file dsdata.txt to determine how the superseded data were derived.
 FZ1163
 FZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3626471904(NAD 83)
 FZ1163_MARKER: DS = TRIANGULATION STATION DISK
 FZ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1163_STAMPING: FARIS 1958
 FZ1163_MARK LOGO: CGS   
 FZ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1163+STABILITY: SURFACE MOTION
 FZ1163
 FZ1163  HISTORY     - Date     Condition        Report By
 FZ1163  HISTORY     - 1958     MONUMENTED       CGS
 FZ1163  HISTORY     - 1959     GOOD             NGS
 FZ1163  HISTORY     - 1984     GOOD             NGS
 FZ1163
 FZ1163                          STATION DESCRIPTION
 FZ1163
 FZ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1163'THE STATION IS LOCATED ABOUT 3 MILES EAST OF GLADE SPRING,
 FZ1163'2 MILES WEST OF CHILHOWIE AND IN PASTURE LAND OWNED BY MRS.
 FZ1163'LENA M. FARIS.  IT IS 89 FEET SOUTHEAST OF A FENCE LINE AND
 FZ1163'81 FEET SOUTH OF A UTILITY POLE NO. 853-153.  THE MARK IS SET
 FZ1163'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FARIS 1958.
 FZ1163'
 FZ1163'REFERENCE MARK NO. 1 IS 76 FEET SOUTH SOUTHEAST OF A UTILITY
 FZ1163'POLE NO. 835-153 AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 FZ1163'THE DISK IS BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE THAT
 FZ1163'PROJECTS ABOUT 8 INCHES AND IS STAMPED FARIS NO 1 1958.
 FZ1163'
 FZ1163'REFERENCE MARK NO. 2 IS 177 FEET EAST OF A T FENCE CORNER AND
 FZ1163'IS ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS SET
 FZ1163'FLUSH WITH THE STATION MARK AND THE DISK IS STAMPED FARIS NO
 FZ1163'2 1958.
 FZ1163'
 FZ1163'AZIMUTH MARK IS 56 FEET NORTH OF THE CENTER LINE OF U.S.
 FZ1163'HIGHWAY 11.  49 FEET EAST OF A UTILITY POLE NO. 3271.  40
 FZ1163'FEET SOUTH OF THE SOUTHWEST CORNER OF SHED, 2.5 FEET WEST
 FZ1163'OF A METAL WITNESS POST AND 2 FEET NORTHWEST OF A FENCE LINE.
 FZ1163'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FZ1163'FARIS 1958.
 FZ1163'
 FZ1163'TO REACH THE STATION FROM THE SCHOOLHOUSE IN CHILHOWIE, GO
 FZ1163'WESTERLY ON U.S. HIGHWAY 11 FOR 0.2 MILE TO A TRACK ROAD ON
 FZ1163'RIGHT AND AZIMUTH MARK.  TURN RIGHT ON TRACK ROAD PASSING
 FZ1163'THROUGH GATE AND GO NORTHWESTERLY PASSING THROUGH THE FARM
 FZ1163'YARD OF MRS. FARISES FARM.  THEN PICK WAY THROUGH PASTURE
 FZ1163'FOR 0.2 MILE TO TOP OF HILL AND STATION.
 FZ1163'
 FZ1163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FZ1163
 FZ1163                          STATION RECOVERY (1959)
 FZ1163
 FZ1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ1163'2.2 MI SW FROM CHILHOWIE.
 FZ1163'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE TOWN HALL
 FZ1163'AT CHILHOWIE, THENCE NORTHWEST PASSING BY MRS. FARIS HOUSE AND
 FZ1163'THRU THE BARNYARD FOR 0.2 MILE TO TOP OF RIDGE, ON THE HIGHEST
 FZ1163'POINT OF RIDGE, 81 FEET SOUTH-SOUTHWEST OF POWER LINE POLE 835-153,
 FZ1163'28.6 FEET NORTH OF R M 2, 26.7 FEET WEST OF R M 1, AND SET IN TOP
 FZ1163'OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1163
 FZ1163                          STATION RECOVERY (1984)
 FZ1163
 FZ1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1160 ***********************************************************************
 FZ1160  DESIGNATION -  FARIS AZ MK
 FZ1160  PID         -  FZ1160
 FZ1160  STATE/COUNTY-  VA/WASHINGTON
 FZ1160  USGS QUAD   -  CHILHOWIE (1978)
 FZ1160
 FZ1160                         *CURRENT SURVEY CONTROL
 FZ1160  ___________________________________________________________________
 FZ1160* NAD 83(1986)-  36 47 20.     (N)    081 42 46.     (W)     SCALED    
 FZ1160* NAVD 88     -       640.030  (meters)    2099.83   (feet)  ADJUSTED  
 FZ1160  ___________________________________________________________________
 FZ1160  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1160  DYNAMIC HT  -         639.442 (meters)    2097.90  (feet)  COMP
 FZ1160  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FZ1160
 FZ1160  VERT ORDER  -  FIRST     CLASS II
 FZ1160
 FZ1160.The horizontal coordinates were scaled from a topographic map and have
 FZ1160.an estimated accuracy of +/- 6 seconds.
 FZ1160
 FZ1160.The orthometric height was determined by differential leveling
 FZ1160.and adjusted by the National Geodetic Survey in June 1991..
 FZ1160
 FZ1160.The geoid height was determined by GEOID03.
 FZ1160
 FZ1160.The dynamic height is computed by dividing the NAVD 88
 FZ1160.geopotential number by the normal gravity value computed on the
 FZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1160.degrees latitude (g = 980.6199 gals.).
 FZ1160
 FZ1160.The modeled gravity was interpolated from observed gravity values.
 FZ1160
 FZ1160;                    North         East    Units  Estimated Accuracy
 FZ1160;SPC VA S     - 1,055,430.    3,213,290.      MT  (+/- 180 meters Scaled)
 FZ1160
 FZ1160                          SUPERSEDED SURVEY CONTROL
 FZ1160
 FZ1160  NGVD 29 (??/??/92)  640.131  (m)         2100.16   (f) ADJ UNCH    1 2
 FZ1160
 FZ1160.Superseded values are not recommended for survey control.
 FZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1160.See file dsdata.txt to determine how the superseded data were derived.
 FZ1160
 FZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA364716(NAD 83)
 FZ1160_MARKER: DZ = AZIMUTH MARK DISK
 FZ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1160_STAMPING: FARIS 1958
 FZ1160_MARK LOGO: CGS   
 FZ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1160+STABILITY: SURFACE MOTION
 FZ1160
 FZ1160  HISTORY     - Date     Condition        Report By
 FZ1160  HISTORY     - 1958     MONUMENTED       CGS
 FZ1160  HISTORY     - 1959     GOOD             NGS
 FZ1160  HISTORY     - 1984     GOOD             NGS
 FZ1160
 FZ1160                          STATION DESCRIPTION
 FZ1160
 FZ1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1160'2 MI SW FROM CHILHOWIE.
 FZ1160'ABOUT 2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE TOWN HALL
 FZ1160'AT CHILHOWIE, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40
 FZ1160'YARDS EAST OF THE SOUTHEAST CORNER OF RESIDENCE OF MRS. FARIS, 49.2
 FZ1160'FEET EAST-NORTHEAST OF TELEPHONE POLE 3271, 40 FEET EAST-NORTHEAST
 FZ1160'OF THE CENTER OF A BOARD GATE, 2 FEET NORTH OF A WIRE FENCE, 2 1/2
 FZ1160'FEET WEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 FZ1160'FLUSH WITH THE GROUND.
 FZ1160
 FZ1160                          STATION RECOVERY (1984)
 FZ1160
 FZ1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1161 ***********************************************************************
 FZ1161  DESIGNATION -  FARIS RM 2
 FZ1161  PID         -  FZ1161
 FZ1161  STATE/COUNTY-  VA/WASHINGTON
 FZ1161  USGS QUAD   -  CHILHOWIE (1978)
 FZ1161
 FZ1161                         *CURRENT SURVEY CONTROL
 FZ1161  ___________________________________________________________________
 FZ1161* NAD 83(1986)-  36 47 26.     (N)    081 42 51.     (W)     SCALED    
 FZ1161* NAVD 88     -       670.746  (meters)    2200.61   (feet)  ADJUSTED  
 FZ1161  ___________________________________________________________________
 FZ1161  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ1161  DYNAMIC HT  -         670.130 (meters)    2198.58  (feet)  COMP
 FZ1161  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 FZ1161
 FZ1161  VERT ORDER  -  FIRST     CLASS II
 FZ1161
 FZ1161.The horizontal coordinates were scaled from a topographic map and have
 FZ1161.an estimated accuracy of +/- 6 seconds.
 FZ1161
 FZ1161.The orthometric height was determined by differential leveling
 FZ1161.and adjusted by the National Geodetic Survey in June 1991..
 FZ1161
 FZ1161.The geoid height was determined by GEOID03.
 FZ1161
 FZ1161.The dynamic height is computed by dividing the NAVD 88
 FZ1161.geopotential number by the normal gravity value computed on the
 FZ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1161.degrees latitude (g = 980.6199 gals.).
 FZ1161
 FZ1161.The modeled gravity was interpolated from observed gravity values.
 FZ1161
 FZ1161;                    North         East    Units  Estimated Accuracy
 FZ1161;SPC VA S     - 1,055,620.    3,213,180.      MT  (+/- 180 meters Scaled)
 FZ1161
 FZ1161                          SUPERSEDED SURVEY CONTROL
 FZ1161
 FZ1161  NGVD 29 (??/??/92)  670.850  (m)         2200.95   (f) ADJ UNCH    1 2
 FZ1161
 FZ1161.Superseded values are not recommended for survey control.
 FZ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1161.See file dsdata.txt to determine how the superseded data were derived.
 FZ1161
 FZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA362718(NAD 83)
 FZ1161_MARKER: DR = REFERENCE MARK DISK
 FZ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1161_STAMPING: FARIS NO 2 1958
 FZ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1161+STABILITY: SURFACE MOTION
 FZ1161
 FZ1161  HISTORY     - Date     Condition        Report By
 FZ1161  HISTORY     - 1958     MONUMENTED       CGS
 FZ1161  HISTORY     - 1959     GOOD             NGS
 FZ1161  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ1161
 FZ1161                          STATION DESCRIPTION
 FZ1161
 FZ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1161'2.2 MI SW FROM CHILHOWIE.
 FZ1161'28.6 FEET SOUTH OF FARIS DESCRIBED, 40 FEET SOUTHWEST OF R M 1,
 FZ1161'108 1/2 FEET SOUTH OF POWER LINE POLE 835-153 AT TOP OF RIDGE,
 FZ1161'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FZ1161
 FZ1161                          STATION RECOVERY (1984)
 FZ1161
 FZ1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1161'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0857 ***********************************************************************
 FW0857  DESIGNATION -  FARLOW
 FW0857  PID         -  FW0857
 FW0857  STATE/COUNTY-  VA/NORTHAMPTON
 FW0857  USGS QUAD   -  QUINBY INLET (1992)
 FW0857
 FW0857                         *CURRENT SURVEY CONTROL
 FW0857  ___________________________________________________________________
 FW0857* NAD 83(1993)-  37 25 49.82029(N)    075 40 37.16862(W)     ADJUSTED  
 FW0857* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 FW0857  ___________________________________________________________________
 FW0857  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 FW0857  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FW0857
 FW0857  HORZ ORDER  -  SECOND
 FW0857
 FW0857.The horizontal coordinates were established by classical geodetic methods
 FW0857.and adjusted by the National Geodetic Survey in September 1995..
 FW0857
 FW0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW0857
 FW0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0857
 FW0857.The geoid height was determined by GEOID03.
 FW0857
 FW0857;                    North         East     Units Scale Factor Converg.
 FW0857;SPC VA S     - 1,125,494.056 3,749,806.234   MT  0.99994600   +1 42 48.1
 FW0857;SPC VA S     - 3,692,558.42 12,302,489.29   sFT  0.99994600   +1 42 48.1
 FW0857;UTM  18      - 4,142,846.575   440,104.910   MT  0.99964419   -0 24 41.4
 FW0857
 FW0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0857!SPC VA S     -   1.00000526  x   0.99994600  =   0.99995126
 FW0857!UTM  18      -   1.00000526  x   0.99964419  =   0.99964945
 FW0857
 FW0857:                Primary Azimuth Mark                     Grid Az
 FW0857:SPC VA S     -  LITTLE 1959                              002 34 01.5
 FW0857:UTM  18      -  LITTLE 1959                              004 41 31.0
 FW0857
 FW0857|---------------------------------------------------------------------|
 FW0857| PID    Reference Object                     Distance      Geod. Az  |
 FW0857|                                                           dddmmss.s |
 FW0857| FW0887 LITTLE 1959                         APPROX. 2.6 KM 0041649.6 |
 FW0857| FW0884 LITTLE MACHIPONGO IN CG LOT         APPROX. 2.6 KM 0041929.1 |
 FW0857| DC7273 FARLOW RM 1                           9.343 METERS 12014     |
 FW0857| FW0882 HOG ISLAND COAST GUARD LOT          APPROX. 4.9 KM 2144505.4 |
 FW0857| DC7274 FARLOW RM 2                          10.426 METERS 23800     |
 FW0857|---------------------------------------------------------------------|
 FW0857
 FW0857                          SUPERSEDED SURVEY CONTROL
 FW0857
 FW0857  NAD 83(1993)-  37 25 49.82120(N)    075 40 37.16749(W) AD(       ) 2
 FW0857  NAD 83(1986)-  37 25 49.82058(N)    075 40 37.21028(W) AD(       ) 2
 FW0857  NAD 27      -  37 25 49.32260(N)    075 40 38.47983(W) AD(       ) 2
 FW0857  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 FW0857
 FW0857.Superseded values are not recommended for survey control.
 FW0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0857.See file dsdata.txt to determine how the superseded data were derived.
 FW0857
 FW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4010542847(NAD 83)
 FW0857_MARKER: DS = TRIANGULATION STATION DISK
 FW0857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FW0857+WITH SETTING: INFORMATION.
 FW0857_SP_SET: PREFABRICATED CONCRETE POST
 FW0857
 FW0857  HISTORY     - Date     Condition        Report By
 FW0857  HISTORY     - 1962     MONUMENTED       CGS
 FW0857  HISTORY     - 1975     GOOD             NGS
 FW0857
 FW0857                          STATION DESCRIPTION
 FW0857
 FW0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0857'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE LITTLE
 FW0857'MACHIPONGO COAST GUARD LIFE SAVING STATION.  3.0 MILES
 FW0857'NORTH-NORTHEAST OF THE ABANDONED COAST GUARD STATION WHICH
 FW0857'IS LOCATED ON THE SOUTH END OF HOG ISLAND, ON A PROMINENT
 FW0857'SAND DUNE, WHICH IS ABOUT 0.2 MILE WEST OF THE SURF.
 FW0857'
 FW0857'TO REACH THE STATION FROM THE LITTLE MACHIPONGO COAST GUARD
 FW0857'STATION, GO EASTERLY ON THE COAST GUARD ROAD FOR ABOUT 0.75
 FW0857'MILE TO THE BEACH.  TURN RIGHT AND GO SOUTH-SOUTHWEST DOWN
 FW0857'THE BEACH FOR 1.95 MILES TO A PROMINENT SAND DUNE ON THE RIGHT
 FW0857'AND THE STATION.
 FW0857'
 FW0857'THE STATION IS A STANDARD DISK STAMPED FARLOW 1962.  SET
 FW0857'IN THE TOP OF A 5/8-INCH COPPER ROD, PROJECTING 4 INCHES
 FW0857'FROM THE GROUND.  IT IS 3.8 FEET SOUTHWEST OF A STANDARD
 FW0857'METAL WITNESS POST AND MARKER.  60.0 FEET NORTHWEST OF A
 FW0857'SLOUGH.
 FW0857'
 FW0857'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FARLOW NO. 1 1962,
 FW0857'SET IN THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 4 INCHES
 FW0857'ABOVE THE GROUND.  IT IS 27.5 FEET EAST OF A STANDARD METAL
 FW0857'WITNESS POST AND MARKER.  60.0 FEET NORTHEAST OF A SLOUGH.
 FW0857'
 FW0857'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FARLOW NO. 2 1962,
 FW0857'SET IN THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 4 INCHES
 FW0857'ABOVE THE GROUND.  IT IS 37.3 FEET SOUTHWEST OF A STANDARD
 FW0857'METAL WITNESS POST AND MARKER.  20.0 FEET NORTHWEST OF A SLOUGH.
 FW0857'
 FW0857'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FW0857
 FW0857                          STATION RECOVERY (1975)
 FW0857
 FW0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0857'STATION WAS REACHED BY USING A HELICOPTER AND IN USING GEOLOGICAL
 FW0857'QUAD SHEET QUINBY VIRGINIA.
 FW0857'
 FW0857'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0857'CONDITION.  THIS MARK IS 3.8 FEET SOUTHWEST OF A STEEL WITNESS POST
 FW0857'AND SIGN AND THE MARK IS PROJECTING ABOUT 2 INCHES.
 FW0857'
 FW0857'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND BOTH OF THESE
 FW0857'MARKS WERE FOUND TO BE IN GOOD CONDITION.  BOTH MARKS ARE PROJECTING
 FW0857'ABOUT 3 INCHES.
 FW0857'
 FW0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST
 FW0857'SOUTHEAST OF NASSAWADOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0207 ***********************************************************************
 GX0207  DESIGNATION -  FARM
 GX0207  PID         -  GX0207
 GX0207  STATE/COUNTY-  VA/ROANOKE
 GX0207  USGS QUAD   -  SALEM (1984)
 GX0207
 GX0207                         *CURRENT SURVEY CONTROL
 GX0207  ___________________________________________________________________
 GX0207* NAD 83(1993)-  37 18 04.86363(N)    080 04 26.03679(W)     ADJUSTED  
 GX0207* NAVD 88     -       390.358  (meters)    1280.70   (feet)  ADJUSTED  
 GX0207  ___________________________________________________________________
 GX0207  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GX0207  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GX0207  DYNAMIC HT  -         390.033 (meters)    1279.63  (feet)  COMP
 GX0207  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 GX0207
 GX0207  HORZ ORDER  -  SECOND
 GX0207  VERT ORDER  -  FIRST     CLASS II
 GX0207
 GX0207.The horizontal coordinates were established by classical geodetic methods
 GX0207.and adjusted by the National Geodetic Survey in September 1995..
 GX0207
 GX0207.The orthometric height was determined by differential leveling
 GX0207.and adjusted by the National Geodetic Survey in June 1991..
 GX0207
 GX0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0207
 GX0207.The geoid height was determined by GEOID03.
 GX0207
 GX0207.The dynamic height is computed by dividing the NAVD 88
 GX0207.geopotential number by the normal gravity value computed on the
 GX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0207.degrees latitude (g = 980.6199 gals.).
 GX0207
 GX0207.The modeled gravity was interpolated from observed gravity values.
 GX0207
 GX0207;                    North         East     Units Scale Factor Converg.
 GX0207;SPC VA S     - 1,108,588.457 3,360,473.413   MT  0.99994606   -0 57 18.9
 GX0207;SPC VA S     - 3,637,093.96 11,025,153.19   sFT  0.99994606   -0 57 18.9
 GX0207;UTM  17      - 4,128,705.062   582,075.445   MT  0.99968298   +0 33 40.5
 GX0207
 GX0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0207!SPC VA S     -   0.99994381  x   0.99994606  =   0.99988987
 GX0207!UTM  17      -   0.99994381  x   0.99968298  =   0.99962681
 GX0207
 GX0207|---------------------------------------------------------------------|
 GX0207| PID    Reference Object                     Distance      Geod. Az  |
 GX0207|                                                           dddmmss.s |
 GX0207| GX0209 FARM RM 1                             9.775 METERS 00523     |
 GX0207| GX3280 SALEM BAP CHILDRENS HOME STK        APPROX. 1.0 KM 0665354.7 |
 GX0207| GX0206 FARM AZ MK                                         0804820.1 |
 GX0207| GX3284 SALEM RAD STA WSLS W MAST           APPROX. 2.7 KM 0832620.7 |
 GX0207| GX3283 SALEM RAD STA WSLS E MAST           APPROX. 3.0 KM 0871210.0 |
 GX0207| GX0208 FARM RM 2                             8.370 METERS 08733     |
 GX0207| GX3279 ROANOKE WASHINGTON HTS TANK         APPROX. 6.3 KM 0891143.0 |
 GX0207| GX3282 SALEM MUNICIPAL TANK                APPROX. 1.1 KM 1501507.2 |
 GX0207|---------------------------------------------------------------------|
 GX0207
 GX0207                          SUPERSEDED SURVEY CONTROL
 GX0207
 GX0207  NAD 83(1993)-  37 18 04.86684(N)    080 04 26.03562(W) AD(       ) 2
 GX0207  NAD 83(1986)-  37 18 04.86675(N)    080 04 26.04898(W) AD(       ) 2
 GX0207  NAD 27      -  37 18 04.38950(N)    080 04 26.90450(W) AD(       ) 2
 GX0207  NGVD 29 (??/??/92)  390.538  (m)         1281.29   (f) ADJ UNCH    1 2
 GX0207
 GX0207.Superseded values are not recommended for survey control.
 GX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0207.See file dsdata.txt to determine how the superseded data were derived.
 GX0207
 GX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8207528705(NAD 83)
 GX0207_MARKER: DS = TRIANGULATION STATION DISK
 GX0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0207_STAMPING: FARM 1958
 GX0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0207+STABILITY: SURFACE MOTION
 GX0207
 GX0207  HISTORY     - Date     Condition        Report By
 GX0207  HISTORY     - 1958     MONUMENTED       CGS
 GX0207  HISTORY     - 1959     GOOD             NGS
 GX0207  HISTORY     - 1990     GOOD             VADHT
 GX0207
 GX0207                          STATION DESCRIPTION
 GX0207
 GX0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX0207'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF ROANOKE,
 GX0207'1 MILE WEST OF SALEM AND ON A BARE HILL OF PASTURE LAND
 GX0207'OWNED BY THE BAPTIST CHILDRENS HOME OF SALEM.  IT IS 35
 GX0207'PACES NORTH OF A TRIANGULAR BLAZED OAK TREE AND 112 FEET
 GX0207'WEST OF A FENCE LINE.  THE MARK IS SET FLUSH WITH THE GROUND
 GX0207'AND THE DISK IS STAMPED FARM 1958.
 GX0207'
 GX0207'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 GX0207'STATION MARK.  THE MARK IS SET FLUSH WITH THE GROUND AND
 GX0207'THE DISK IS STAMPED FARM NO 1 1958.
 GX0207'
 GX0207'REFERENCE MARK NO. 2 IS 87 FEET WEST OF A FENCE LINE AND
 GX0207'IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 GX0207'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GX0207'FARM NO 2 1958.
 GX0207'
 GX0207'AZIMUTH MARK IS 50 FEET SOUTHWEST OF A UTILITY POLE NO. H2-15,
 GX0207'27 FEET SOUTHWEST OF CENTER LINE OF ROAD AND 1 FOOT SOUTHEAST
 GX0207'OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND
 GX0207'THE DISK IS STAMPED FARM 1958.
 GX0207'
 GX0207'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SALEM,
 GX0207'GO WEST ON MAIN STREET FOR 0.3 MILE TO THE INTERSECTION OF
 GX0207'ACADEMY STREET.  TURN RIGHT ON ACADEMY STREET AND GO NORTHERLY
 GX0207'FOR 0.65 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD ON
 GX0207'COUNTY ROUTE 619 FOR 0.25 MILE TO AZIMUTH MARK ON LEFT.
 GX0207'CONTINUE STRAIGHT AHEAD ON COUNTY ROUTE 619 FOR 0.05 MILE
 GX0207'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.05
 GX0207'MILE TO A NARROW CONCRETE BRIDGE, CROSS BRIDGE AND BEAR LEFT
 GX0207'ON FARM ROAD FOR 0.05 MILE TO FARM HOUSE AND END OF TRUCK
 GX0207'TRAVEL.  FROM FARM HOUSE GO WESTERLY UP STEEP HILL FOR ABOUT
 GX0207'10 MINUTES TO TOP OF HILL AND STATION.
 GX0207'
 GX0207'IN DRY WEATHER IT CAN BE DRIVEN TO, BY PASSING THROUGH FARM
 GX0207'YARD AND FOLLOWING TRACK ROAD SOUTHERLY THROUGH FIELD FOR
 GX0207'ABOUT 0.4 MILE AND THEN PASS THROUGH GATE AND FOLLOWING
 GX0207'RIDGE THROUGH PASTURE FOR ABOUT 0.25 MILE TO TOP OF HILL.
 GX0207'
 GX0207'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GX0207
 GX0207                          STATION RECOVERY (1959)
 GX0207
 GX0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 GX0207'AT SALEM.
 GX0207'AT SALEM, ABOUT 0.3 MILE WEST ALONG MAIN STREET (U.S. HIGHWAY 11)
 GX0207'FROM THE POST OFFICE, THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 GX0207'ACADEMY STREET, THENCE ABOUT 0.3 MILE NORTHWEST ALONG BLACK TOP
 GX0207'ROAD NO 619, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG A BLACK TOP
 GX0207'ROAD TO A SMALL CONCRETE BRIDGE, THENCE ABOUT 0.25 MILE WEST AND
 GX0207'ACROSS COUNTRY UPHILL TO TOP OF HILL, ABOUT 12 YARDS SOUTHEAST OF
 GX0207'THE HIGHEST POINT OF PASTURE HILL (BARE TO THE SOUTH AND EAST
 GX0207'AND WOODED ON THE NORTHWEST AND WEST SIDE), 32 FEET SOUTH OF RM 1,
 GX0207'27.5 FEET WEST OF RM 2, 107 FEET EAST-NORTHEAST OF A TRIANGULATION
 GX0207'BLAZE ON A LOW FORKED 28-INCH RED OAK TREE, AND SET IN TOP OF A
 GX0207'CONCRETE POST FLUSH WITH THE GROUND.
 GX0207
 GX0207                          STATION RECOVERY (1990)
 GX0207
 GX0207'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 GX0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0206 ***********************************************************************
 GX0206  DESIGNATION -  FARM AZ MK
 GX0206  PID         -  GX0206
 GX0206  STATE/COUNTY-  VA/ROANOKE
 GX0206  USGS QUAD   -  SALEM (1984)
 GX0206
 GX0206                         *CURRENT SURVEY CONTROL
 GX0206  ___________________________________________________________________
 GX0206* NAD 83(1986)-  37 18 06.     (N)    080 04 09.     (W)     SCALED    
 GX0206* NAVD 88     -       348.824  (meters)    1144.43   (feet)  ADJUSTED  
 GX0206  ___________________________________________________________________
 GX0206  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GX0206  DYNAMIC HT  -         348.534 (meters)    1143.48  (feet)  COMP
 GX0206  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 GX0206
 GX0206  VERT ORDER  -  FIRST     CLASS II
 GX0206
 GX0206.The horizontal coordinates were scaled from a topographic map and have
 GX0206.an estimated accuracy of +/- 6 seconds.
 GX0206
 GX0206.The orthometric height was determined by differential leveling
 GX0206.and adjusted by the National Geodetic Survey in June 1991..
 GX0206
 GX0206.The geoid height was determined by GEOID03.
 GX0206
 GX0206.The dynamic height is computed by dividing the NAVD 88
 GX0206.geopotential number by the normal gravity value computed on the
 GX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0206.degrees latitude (g = 980.6199 gals.).
 GX0206
 GX0206.The modeled gravity was interpolated from observed gravity values.
 GX0206
 GX0206;                    North         East    Units  Estimated Accuracy
 GX0206;SPC VA S     - 1,108,620.    3,360,890.      MT  (+/- 180 meters Scaled)
 GX0206
 GX0206                          SUPERSEDED SURVEY CONTROL
 GX0206
 GX0206  NGVD 29 (??/??/92)  349.002  (m)         1145.02   (f) ADJ UNCH    1 2
 GX0206
 GX0206.Superseded values are not recommended for survey control.
 GX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0206.See file dsdata.txt to determine how the superseded data were derived.
 GX0206
 GX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB824287(NAD 83)
 GX0206_MARKER: DZ = AZIMUTH MARK DISK
 GX0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0206_STAMPING: FARM 1958
 GX0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0206+STABILITY: SURFACE MOTION
 GX0206
 GX0206  HISTORY     - Date     Condition        Report By
 GX0206  HISTORY     - 1958     MONUMENTED       CGS
 GX0206  HISTORY     - 1959     GOOD             NGS
 GX0206
 GX0206                          STATION DESCRIPTION
 GX0206
 GX0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0206'AT SALEM.
 GX0206'AT SALEM, ABOUT 0.3 MILE WEST ALONG MAIN STREET (U.S. HIGHWAY 11)
 GX0206'FROM THE POST OFFICE, THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 GX0206'ACADEMY STREET, THENCE ABOUT 0.25 MILE NORTHWEST ALONG ROAD NO
 GX0206'619, 27 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD 619 AND AT
 GX0206'INSIDE OF A CURVE, 49 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD
 GX0206'FROM POWER LINE POLE 9 N2-15, 42 FEET SOUTHEAST OF THE PROLONGED
 GX0206'CENTER LINE OF DRIVE LEADING SOUTHWEST TO A LARGE WOODEN HOME
 GX0206'WITH A TIN ROOF, 1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST,
 GX0206'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 GX0206'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0209 ***********************************************************************
 GX0209  DESIGNATION -  FARM RM 1
 GX0209  PID         -  GX0209
 GX0209  STATE/COUNTY-  VA/ROANOKE
 GX0209  USGS QUAD   -  SALEM (1984)
 GX0209
 GX0209                         *CURRENT SURVEY CONTROL
 GX0209  ___________________________________________________________________
 GX0209* NAD 83(1986)-  37 18 04.     (N)    080 04 26.     (W)     SCALED    
 GX0209* NAVD 88     -       390.658  (meters)    1281.68   (feet)  ADJUSTED  
 GX0209  ___________________________________________________________________
 GX0209  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GX0209  DYNAMIC HT  -         390.334 (meters)    1280.62  (feet)  COMP
 GX0209  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GX0209
 GX0209  VERT ORDER  -  FIRST     CLASS II
 GX0209
 GX0209.The horizontal coordinates were scaled from a topographic map and have
 GX0209.an estimated accuracy of +/- 6 seconds.
 GX0209
 GX0209.The orthometric height was determined by differential leveling
 GX0209.and adjusted by the National Geodetic Survey in June 1991..
 GX0209
 GX0209.The geoid height was determined by GEOID03.
 GX0209
 GX0209.The dynamic height is computed by dividing the NAVD 88
 GX0209.geopotential number by the normal gravity value computed on the
 GX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0209.degrees latitude (g = 980.6199 gals.).
 GX0209
 GX0209.The modeled gravity was interpolated from observed gravity values.
 GX0209
 GX0209;                    North         East    Units  Estimated Accuracy
 GX0209;SPC VA S     - 1,108,560.    3,360,470.      MT  (+/- 180 meters Scaled)
 GX0209
 GX0209                          SUPERSEDED SURVEY CONTROL
 GX0209
 GX0209  NGVD 29 (??/??/92)  390.838  (m)         1282.27   (f) ADJ UNCH    1 2
 GX0209
 GX0209.Superseded values are not recommended for survey control.
 GX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0209.See file dsdata.txt to determine how the superseded data were derived.
 GX0209
 GX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB820286(NAD 83)
 GX0209_MARKER: DR = REFERENCE MARK DISK
 GX0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0209_STAMPING: FARM NO 1 1958
 GX0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0209+STABILITY: SURFACE MOTION
 GX0209
 GX0209  HISTORY     - Date     Condition        Report By
 GX0209  HISTORY     - 1958     MONUMENTED       CGS
 GX0209  HISTORY     - 1959     GOOD             NGS
 GX0209
 GX0209                          STATION DESCRIPTION
 GX0209
 GX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0209'AT SALEM.
 GX0209'AT SALEM, ABOUT 0.3 MILE WEST ALONG MAIN STREET (U.S. HIGHWAY 11)
 GX0209'FROM THE POST OFFICE, THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 GX0209'ACADEMY STREET, THENCE ABOUT 0.3 MILE NORTHWEST ALONG BLACK TOP
 GX0209'ROAD NO 619, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG A BLACK TOP
 GX0209'ROAD TO A SMALL CONCRETE BRIDGE, THENCE ABOUT 0.25 MILE WEST AND
 GX0209'ACROSS COUNTRY AND UPHILL TO THE TOP OF THE HILL, 4 YARDS SOUTHEAST
 GX0209'OF THE HIGHEST POINT OF HILL, 32 FEET NORTH OF FARM, 39.2 FEET
 GX0209'NORTHWEST OF RM 2, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 GX0209'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0208 ***********************************************************************
 GX0208  DESIGNATION -  FARM RM 2
 GX0208  PID         -  GX0208
 GX0208  STATE/COUNTY-  VA/ROANOKE
 GX0208  USGS QUAD   -  SALEM (1984)
 GX0208
 GX0208                         *CURRENT SURVEY CONTROL
 GX0208  ___________________________________________________________________
 GX0208* NAD 83(1986)-  37 18 04.     (N)    080 04 26.     (W)     SCALED    
 GX0208* NAVD 88     -       389.780  (meters)    1278.80   (feet)  ADJUSTED  
 GX0208  ___________________________________________________________________
 GX0208  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GX0208  DYNAMIC HT  -         389.456 (meters)    1277.74  (feet)  COMP
 GX0208  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 GX0208
 GX0208  VERT ORDER  -  FIRST     CLASS II
 GX0208
 GX0208.The horizontal coordinates were scaled from a topographic map and have
 GX0208.an estimated accuracy of +/- 6 seconds.
 GX0208
 GX0208.The orthometric height was determined by differential leveling
 GX0208.and adjusted by the National Geodetic Survey in June 1991..
 GX0208
 GX0208.The geoid height was determined by GEOID03.
 GX0208
 GX0208.The dynamic height is computed by dividing the NAVD 88
 GX0208.geopotential number by the normal gravity value computed on the
 GX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0208.degrees latitude (g = 980.6199 gals.).
 GX0208
 GX0208.The modeled gravity was interpolated from observed gravity values.
 GX0208
 GX0208;                    North         East    Units  Estimated Accuracy
 GX0208;SPC VA S     - 1,108,560.    3,360,470.      MT  (+/- 180 meters Scaled)
 GX0208
 GX0208                          SUPERSEDED SURVEY CONTROL
 GX0208
 GX0208  NGVD 29 (??/??/92)  389.960  (m)         1279.39   (f) ADJ UNCH    1 2
 GX0208
 GX0208.Superseded values are not recommended for survey control.
 GX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0208.See file dsdata.txt to determine how the superseded data were derived.
 GX0208
 GX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB820286(NAD 83)
 GX0208_MARKER: DR = REFERENCE MARK DISK
 GX0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX0208_STAMPING: FARM NO 2 1958
 GX0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX0208+STABILITY: SURFACE MOTION
 GX0208
 GX0208  HISTORY     - Date     Condition        Report By
 GX0208  HISTORY     - 1958     MONUMENTED       CGS
 GX0208  HISTORY     - 1959     GOOD             NGS
 GX0208
 GX0208                          STATION DESCRIPTION
 GX0208
 GX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GX0208'AT SALEM.
 GX0208'AT SALEM, ABOUT 0.3 MILE WEST ALONG MAIN STREET (U.S. HIGHWAY 11)
 GX0208'FROM THE POST OFFICE, THENCE ABOUT 0.65 MILE NORTHWEST ALONG
 GX0208'ACADEMY STREET, THENCE ABOUT 0.3 MILE NORTHWEST ALONG BLACK TOP
 GX0208'ROAD 619, THENCE ABOUT 0.05 MILE SOUTHWEST ALONG A BLACK TOP ROAD
 GX0208'TO A SMALL CONCRETE BRIDGE, THENCE ABOUT 0.25 MILE WEST AND ACROSS
 GX0208'COUNTRY AND UPHILL TO THE TOP OF THE HILL, 16 YARDS SOUTHEAST OF
 GX0208'THE HIGHEST POINT OF HILL, 39.2 FEET SOUTHEAST OF RM 1, 27.4 FEET
 GX0208'EAST OF FARM, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 GX0208'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2577 ***********************************************************************
 FZ2577  DESIGNATION -  FARMER
 FZ2577  PID         -  FZ2577
 FZ2577  STATE/COUNTY-  VA/GRAYSON
 FZ2577  USGS QUAD   -  PARK (1978)
 FZ2577
 FZ2577                         *CURRENT SURVEY CONTROL
 FZ2577  ___________________________________________________________________
 FZ2577* NAD 83(1993)-  36 35 22.00778(N)    081 36 46.33393(W)     ADJUSTED  
 FZ2577* NAVD 88     -      1140.5    (meters)    3742.     (feet)  VERTCON   
 FZ2577  ___________________________________________________________________
 FZ2577  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FZ2577  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FZ2577
 FZ2577  HORZ ORDER  -  SECOND
 FZ2577
 FZ2577.The horizontal coordinates were established by classical geodetic methods
 FZ2577.and adjusted by the National Geodetic Survey in September 1995..
 FZ2577
 FZ2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2577
 FZ2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2577
 FZ2577.The geoid height was determined by GEOID03.
 FZ2577
 FZ2577;                    North         East     Units Scale Factor Converg.
 FZ2577;SPC VA S     - 1,033,014.728 3,221,475.813   MT  1.00003689   -1 53 21.4
 FZ2577;SPC VA S     - 3,389,149.15 10,569,125.23   sFT  1.00003689   -1 53 21.4
 FZ2577;SPC NC       -   318,088.582   375,773.787   MT  1.00014548   -1 30 29.1
 FZ2577;SPC NC       - 1,043,595.62  1,232,851.17   sFT  1.00014548   -1 30 29.1
 FZ2577;UTM  17      - 4,049,504.703   445,177.107   MT  0.99963703   -0 21 55.2
 FZ2577
 FZ2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2577!SPC VA S     -   0.99982587  x   1.00003689  =   0.99986275
 FZ2577!SPC NC       -   0.99982587  x   1.00014548  =   0.99997132
 FZ2577!UTM  17      -   0.99982587  x   0.99963703  =   0.99946296
 FZ2577
 FZ2577                          SUPERSEDED SURVEY CONTROL
 FZ2577
 FZ2577  NAD 83(1986)-  36 35 22.01319(N)    081 36 46.33101(W) AD(       ) 2
 FZ2577  NGVD 29 (02/11/91) 1140.5    (m)         3742.     (f) VERT ANG       
 FZ2577
 FZ2577.Superseded values are not recommended for survey control.
 FZ2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2577.See file dsdata.txt to determine how the superseded data were derived.
 FZ2577
 FZ2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4517749505(NAD 83)
 FZ2577_MARKER: DE = TRAVERSE STATION DISK
 FZ2577_SETTING: 80 = SET IN A BOULDER
 FZ2577_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FZ2577_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2577+STABILITY: SURFACE MOTION
 FZ2577
 FZ2577  HISTORY     - Date     Condition        Report By
 FZ2577  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2577
 FZ2577                          STATION DESCRIPTION
 FZ2577
 FZ2577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ES)
 FZ2577'THE STATION IS LOCATED APPROXIMATELY 0.1 MILE NORTH OF THE NORTH
 FZ2577'CAROLINA/VIRGINIA STATE LINE, AND 0.1 MILES SOUTHEAST OF WHITETOP (VA)
 FZ2577'AND 8.5 MILES NORTHWEST OF LANSING (NC).
 FZ2577'
 FZ2577'TO REACH THE STATION FROM THE INTERSECTION OF US 58 AND COUNTY ROAD
 FZ2577'600 AT THE WHITETOP POST OFFICE, PROCEED WEST ALONG US 58 FOR 0.95
 FZ2577'MILES TO COUNTY ROAD 754 ON LEFT, THENCE SOUTHWEST ALONG SR 754 FOR
 FZ2577'0.5 MILE TO COUNTY ROAD 753 ON LEFT, THENCE SOUTH ALONG SR 753 FOR
 FZ2577'1.25 MILES TO FORK WITH SR 771 ON LEFT CONTINUE WEST ALONG SR 753 FOR
 FZ2577'0.5 MILE TO BRICK AND FRAME HOUSE ON LEFT, THENCE SOUTH THROUGH
 FZ2577'PASTURE BEHIND HOUSE FOR 0.2 MILE TO HIGHEST POINT OF PASTURE AT FENCE
 FZ2577'LINE, THENCE CONTINUE SOUTH THROUGH FENCE APPROXIMATELY 400 FEET TO
 FZ2577'SECOND RIDGE AND FENCE LINE AND STATION NEAR FENCE.
 FZ2577'
 FZ2577'STATION MARK IS A STANDARD DISK STAMPED---FARMER 1980---SET FLUSH IN
 FZ2577'A DRILLED HOLE IN 2 FOOT BY 1-1/2 FOOT BOULDER. THE MARK IS 8.8 FEET
 FZ2577'SOUTHWEST OF FENCE POST WITH REFERENCE TAG, 103.0 FEET EAST-SOUTHEAST
 FZ2577'OF A JUNCTION FENCE POST WITH REFERENCE TAG, 403 FEET WEST OF 18 INCH
 FZ2577'MAPLE NEAR A FENCE CORNER WITH TAG, AND 7.6 FEET SOUTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5147 ***********************************************************************
 GV5147  DESIGNATION -  FARMHOUSE CHIMNEY
 GV5147  PID         -  GV5147
 GV5147  STATE/COUNTY-  VA/NEW KENT
 GV5147  USGS QUAD   -  TUNSTALL (1984)
 GV5147
 GV5147                         *CURRENT SURVEY CONTROL
 GV5147  ___________________________________________________________________
 GV5147* NAD 83(1993)-  37 36 58.82353(N)    077 06 15.19435(W)     ADJUSTED  
 GV5147* NAVD 88     -                                                        
 GV5147  ___________________________________________________________________
 GV5147  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 GV5147  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GV5147
 GV5147  HORZ ORDER  -  THIRD
 GV5147
 GV5147.The horizontal coordinates were established by classical geodetic methods
 GV5147.and adjusted by the National Geodetic Survey in November 1994..
 GV5147
 GV5147
 GV5147.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5147
 GV5147.The geoid height was determined by GEOID03.
 GV5147
 GV5147;                    North         East     Units Scale Factor Converg.
 GV5147;SPC VA S     - 1,143,293.889 3,623,220.606   MT  0.99995480   +0 50 49.7
 GV5147;SPC VA S     - 3,750,956.70 11,887,182.94   sFT  0.99995480   +0 50 49.7
 GV5147;UTM  18      - 4,165,330.558   314,285.984   MT  1.00002484   -1 17 05.0
 GV5147
 GV5147                          SUPERSEDED SURVEY CONTROL
 GV5147
 GV5147  NAD 83(1986)-  37 36 58.82481(N)    077 06 15.21258(W) AD(       ) 4
 GV5147  NAD 27      -  37 36 58.27000(N)    077 06 16.20000(W) AD(       ) 3
 GV5147
 GV5147.Superseded values are not recommended for survey control.
 GV5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5147.See file dsdata.txt to determine how the superseded data were derived.
 GV5147
 GV5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1428665331(NAD 83)
 GV5147_MARKER: 85 = CHIMNEY
 GV5147
 GV5147  HISTORY     - Date     Condition        Report By
 GV5147  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV5147  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 GV5147
 GV5147                          STATION DESCRIPTION
 GV5147
 GV5147'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2384 ***********************************************************************
 GW2384  DESIGNATION -  FARMPORT
 GW2384  PID         -  GW2384
 GW2384  STATE/COUNTY-  VA/CUMBERLAND
 GW2384  USGS QUAD   -  FARMVILLE (1981)
 GW2384
 GW2384                         *CURRENT SURVEY CONTROL
 GW2384  ___________________________________________________________________
 GW2384* NAD 83(1993)-  37 21 19.59691(N)    078 26 15.58738(W)     ADJUSTED  
 GW2384* NAVD 88     -       122.2    (meters)     401.     (feet)  VERTCON   
 GW2384  ___________________________________________________________________
 GW2384  X           -   1,017,448.431 (meters)                     COMP
 GW2384  Y           -  -4,973,217.019 (meters)                     COMP
 GW2384  Z           -   3,848,878.703 (meters)                     COMP
 GW2384  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GW2384  ELLIP HEIGHT-          91.02  (meters)          (09/08/95) GPS OBS
 GW2384  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW2384
 GW2384  HORZ ORDER  -  THIRD
 GW2384  ELLP ORDER  -  FOURTH    CLASS II
 GW2384
 GW2384.This mark is at Farmville Airport (FVX)
 GW2384
 GW2384.The horizontal coordinates were established by GPS observations
 GW2384.and adjusted by the National Geodetic Survey in September 1995..
 GW2384
 GW2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2384
 GW2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2384
 GW2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2384
 GW2384.The ellipsoidal height was determined by GPS observations
 GW2384.and is referenced to NAD 83.
 GW2384
 GW2384.The geoid height was determined by GEOID03.
 GW2384
 GW2384;                    North         East     Units Scale Factor Converg.
 GW2384;SPC VA S     - 1,113,430.230 3,505,522.469   MT  0.99994542   +0 02 16.2
 GW2384;SPC VA S     - 3,652,979.01 11,501,034.97   sFT  0.99994542   +0 02 16.2
 GW2384;UTM  17      - 4,137,384.258   726,941.165   MT  1.00023445   +1 33 19.4
 GW2384
 GW2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2384!SPC VA S     -   0.99998572  x   0.99994542  =   0.99993114
 GW2384!UTM  17      -   0.99998572  x   1.00023445  =   1.00022016
 GW2384
 GW2384:                Primary Azimuth Mark                     Grid Az
 GW2384:SPC VA S     -  FARMPORT AZ MK                           015 58 49.8
 GW2384:UTM  17      -  FARMPORT AZ MK                           014 27 46.6
 GW2384
 GW2384|---------------------------------------------------------------------|
 GW2384| PID    Reference Object                     Distance      Geod. Az  |
 GW2384|                                                           dddmmss.s |
 GW2384| GW2387 FARMPORT AZ MK                      484.257 METERS 0160106.0 |
 GW2384|---------------------------------------------------------------------|
 GW2384
 GW2384                          SUPERSEDED SURVEY CONTROL
 GW2384
 GW2384  NAD 83(1993)-  37 21 19.59738(N)    078 26 15.58576(W) AD(       ) 3
 GW2384  ELLIP H (11/14/94)   90.97   (m)                       GP(       ) 4 2
 GW2384  ELLIP H (01/27/92)   90.84   (m)                       GP(       ) 4 1
 GW2384  NAD 83(1986)-  37 21 19.60507(N)    078 26 15.60464(W) AD(       ) 3
 GW2384  NAD 27      -  37 21 19.06459(N)    078 26 16.61568(W) AD(       ) 3
 GW2384  NGVD 29 (03/22/89)  122.5    (m)          402.     (f) GPS OBS        
 GW2384
 GW2384.Superseded values are not recommended for survey control.
 GW2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2384.See file dsdata.txt to determine how the superseded data were derived.
 GW2384
 GW2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2694137384(NAD 83)
 GW2384_MARKER: DH = HORIZONTAL CONTROL DISK
 GW2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW2384_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2384+STABILITY: SURFACE MOTION
 GW2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2384+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW2384
 GW2384  HISTORY     - Date     Condition        Report By
 GW2384  HISTORY     - 1987     MONUMENTED       NGS
 GW2384  HISTORY     - 1988     GOOD             NGS
 GW2384  HISTORY     - 19970301 GOOD             USPSQD
 GW2384  HISTORY     - 20011003 GOOD             USPSQD
 GW2384  HISTORY     - 20060119 GOOD             USPSQD
 GW2384
 GW2384                          STATION DESCRIPTION
 GW2384
 GW2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GW2384'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 GW2384'NORTH-NORTHWEST OF FARMVILLE, ON THE FARMVILLE MUNICIPAL AIRPORT
 GW2384'AND AT THE SOUTHWEST CORNER OF THE SOUTHMOST PARKING PAD IN THE
 GW2384'FRONT OF THE AIRPORT OFFICE.
 GW2384'OWNERSHIP--CITY OF FARMVILLE, MR ROBERT R SADLER, MANAGER, RT 4,
 GW2384'BOX 104, FARMVILLE VA 23901, PH 804-392-3559.
 GW2384'
 GW2384'TO REACH THE STATION FROM THE INTERSECTION WITH U.S. HIGHWAY
 GW2384'BUSINESS ROUTES 15 AND 460 IN DOWNTOWN FARMVILLE.  GO NORTHERLY ON
 GW2384'STATE HIGHWAY 45 FOR 0.6 KM (0.4 MI) TO PLANK ROAD (STATE ROUTE
 GW2384'600), TURN LEFT AND GO NORTHWEST ON ROUTE 600 FOR 3.9 KM (2.45 MI)
 GW2384'TO STATE ROUTE 637.  TURN LEFT AND FOLLOW ROUTE 637, WHICH BECOMES
 GW2384'STATE ROUTE 668, FOR 4.0 KM (2.5 MI) TO STATE ROUTE 716.  TURN LEFT
 GW2384'AND FOLLOW ROUTE 716 FOR 0.6 KM (0.35 MI) TO A FORK, TAKE THE RIGHT
 GW2384'FORK AND GO NORTHERLY ON A PAVED ROAD FOR 0.6 KM (0.4 MI) TO THE
 GW2384'AIRPORT AND A GATE, PASS THROUGH THE GATE, (TO REACH THE AZIMUTH
 GW2384'MARK FROM HERE, TURN LEFT AND FOLLOW A TAXIWAY WEST FOR 0.2 KM (0.1
 GW2384'MI) TO RUNWAY 03-21, TURN RIGHT AND FOLLOW THE RUNWAY NORTHEASTERLY
 GW2384'FOR 0.5 KM (0.3 MI) TO A TURN AROUND AND THE MARK ON THE RIGHT.)
 GW2384'TURN LEFT AND GO WEST FOR ABOUT 61 METERS (200 FT) TO THE STATION.
 GW2384'
 GW2384'THE STATION IS A STANDARD NGS DISK
 GW2384'STAMPED---FARMPORT 1986---,
 GW2384'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GW2384'32 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 GW2384'87.2 METERS (286.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 GW2384'THE AIRPORT OFFICE,
 GW2384'178.0 METERS (54.2 FT) WEST-NORTHWEST FROM THE CENTER OF A METAL
 GW2384'GATE,
 GW2384'32.1 METERS (105.31 FT) NORTHWEST FROM A METAL POLE WITH A FLOOD
 GW2384'LIGHT,
 GW2384'30.1 METERS (98.75 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 GW2384'TAXIWAY, AND
 GW2384'1.0 METERS (3.28 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF A
 GW2384'PARKING PAD.
 GW2384'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GW2384'STAMPED---FARMPORT 1986---,
 GW2384'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GW2384'
 GW2384'THE AZIMUTH MARK IS A STANDARD NGS DISK
 GW2384'STAMPED---FARMPORT 1986---,
 GW2384'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GW2384'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 GW2384'55.2 METERS (181.1 FT) SOUTHEAST FROM THE CENTERLINE OF RUNWAY
 GW2384'03-21,
 GW2384'36.5 METERS (119.75 FT) WEST FROM THE CENTER OF A CONCRETE CULVERT,
 GW2384'5.7 METERS (18.7 FT) NORTHWEST FROM THE CENTERLINE OF THE
 GW2384'TURN AROUND FOR AIRPLANES, AND
 GW2384'0.3 METERS (0.98 FT) SOUTHEAST FROM A WITNESS POST.
 GW2384'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GW2384'STAMPED---FARMPORT 1986---,
 GW2384'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GW2384'
 GW2384'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GW2384'1987.
 GW2384'
 GW2384'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GW2384'
 GW2384'DESCRIBED BY H.D. MCKINNEY.
 GW2384
 GW2384                          STATION RECOVERY (1988)
 GW2384
 GW2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 GW2384'THE STATION WAS RECOVERED AT THIS DATE.
 GW2384'AS DESCIRBED IN 1987.
 GW2384'
 GW2384'TYPED BY R.L. ZURFLUH.
 GW2384
 GW2384                          STATION RECOVERY (1997)
 GW2384
 GW2384'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2384'RECOVERED IN GOOD CONDITION.
 GW2384
 GW2384                          STATION RECOVERY (2001)
 GW2384
 GW2384'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2384'RECOVERED IN GOOD CONDITION.
 GW2384
 GW2384                          STATION RECOVERY (2006)
 GW2384
 GW2384'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2387 ***********************************************************************
 GW2387  DESIGNATION -  FARMPORT AZ MK
 GW2387  PID         -  GW2387
 GW2387  STATE/COUNTY-  VA/CUMBERLAND
 GW2387  USGS QUAD   -  FARMVILLE (1981)
 GW2387
 GW2387                         *CURRENT SURVEY CONTROL
 GW2387  ___________________________________________________________________
 GW2387* NAD 83(1993)-  37 21 34.69483(N)    078 26 10.15722(W)     ADJUSTED  
 GW2387* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 GW2387  ___________________________________________________________________
 GW2387  X           -   1,017,522.834 (meters)                     COMP
 GW2387  Y           -  -4,972,913.989 (meters)                     COMP
 GW2387  Z           -   3,849,249.038 (meters)                     COMP
 GW2387  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 GW2387  ELLIP HEIGHT-          91.61  (meters)          (09/08/95) GPS OBS
 GW2387  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW2387
 GW2387  HORZ ORDER  -  THIRD
 GW2387  ELLP ORDER  -  FOURTH    CLASS II
 GW2387
 GW2387.This mark is at Farmville Airport (FVX)
 GW2387
 GW2387.The horizontal coordinates were established by GPS observations
 GW2387.and adjusted by the National Geodetic Survey in September 1995..
 GW2387
 GW2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2387
 GW2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2387
 GW2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2387
 GW2387.The ellipsoidal height was determined by GPS observations
 GW2387.and is referenced to NAD 83.
 GW2387
 GW2387.The geoid height was determined by GEOID03.
 GW2387
 GW2387;                    North         East     Units Scale Factor Converg.
 GW2387;SPC VA S     - 1,113,895.747 3,505,655.783   MT  0.99994541   +0 02 19.5
 GW2387;SPC VA S     - 3,654,506.30 11,501,472.35   sFT  0.99994541   +0 02 19.5
 GW2387;UTM  17      - 4,137,853.279   727,062.138   MT  1.00023513   +1 33 23.2
 GW2387
 GW2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2387!SPC VA S     -   0.99998562  x   0.99994541  =   0.99993104
 GW2387!UTM  17      -   0.99998562  x   1.00023513  =   1.00022075
 GW2387
 GW2387:                Primary Azimuth Mark                     Grid Az
 GW2387:SPC VA S     -  FARMPORT                                 195 58 49.8
 GW2387:UTM  17      -  FARMPORT                                 194 27 46.1
 GW2387
 GW2387|---------------------------------------------------------------------|
 GW2387| PID    Reference Object                     Distance      Geod. Az  |
 GW2387|                                                           dddmmss.s |
 GW2387| GW2384 FARMPORT                            484.257 METERS 1960109.3 |
 GW2387|---------------------------------------------------------------------|
 GW2387
 GW2387                          SUPERSEDED SURVEY CONTROL
 GW2387
 GW2387  NAD 83(1993)-  37 21 34.69530(N)    078 26 10.15559(W) AD(       ) 3
 GW2387  ELLIP H (11/14/94)   91.56   (m)                       GP(       ) 4 2
 GW2387  ELLIP H (01/27/92)   91.43   (m)                       GP(       ) 4 1
 GW2387  NAD 83(1986)-  37 21 34.70299(N)    078 26 10.17447(W) AD(       ) 3
 GW2387  NAD 27      -  37 21 34.16258(N)    078 26 11.18575(W) AD(       ) 3
 GW2387  NGVD 29 (03/22/89)  123.1    (m)          404.     (f) GPS OBS        
 GW2387
 GW2387.Superseded values are not recommended for survey control.
 GW2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2387.See file dsdata.txt to determine how the superseded data were derived.
 GW2387
 GW2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2706237853(NAD 83)
 GW2387_MARKER: DZ = AZIMUTH MARK DISK
 GW2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2387+STABILITY: SURFACE MOTION
 GW2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2387+SATELLITE: SATELLITE OBSERVATIONS - 1987
 GW2387
 GW2387  HISTORY     - Date     Condition        Report By
 GW2387  HISTORY     - 1987     MONUMENTED       NGS
 GW2387  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 GW2387  HISTORY     - 20011003 MARK NOT FOUND   USPSQD
 GW2387
 GW2387                          STATION DESCRIPTION
 GW2387
 GW2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GW2387'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 GW2387'NORTH-NORTHWEST OF FARMVILLE, ON THE FARMVILLE MUNICIPAL AIRPORT
 GW2387'AND IN THE GRASS CIRCLE FORMED BY THE AIRPLANE TURN AROUND AT THE
 GW2387'NORTHEAST END OF THE RUNWAY.
 GW2387'OWNERSHIP--CITY OF FARMVILLE, MR ROBERT R SADLER, MANAGER, RT 4,
 GW2387'BOX 104, FARMVILLE VA 23901, PH 804-392-3559.
 GW2387'
 GW2387'TO REACH THE STATION FROM THE INTERSECTION WITH U.S. HIGHWAY
 GW2387'BUSINESS ROUTES 15 AND 460 IN DOWNTOWN FARMVILLE.  GO NORTHERLY ON
 GW2387'STATE HIGHWAY 45 FOR 0.6 KM (0.4 MI) TO PLANK ROAD (STATE ROUTE
 GW2387'600), TURN LEFT AND GO NORTHWEST ON ROUTE 600 FOR 3.9 KM (2.45 MI)
 GW2387'TO STATE ROUTE 637.  TURN LEFT AND FOLLOW ROUTE 637, WHICH BECOMES
 GW2387'STATE ROUTE 668, FOR 4.0 KM (2.5 MI) TO STATE ROUTE 716.  TURN LEFT
 GW2387'AND FOLLOW ROUTE 716 FOR 0.6 KM (0.35 MI) TO FORK, TAKE THE RIGHT
 GW2387'FORK AND GO NORTHERLY ON A PAVED ROAD FOR 0.6 KM (0.4 MI) TO THE
 GW2387'AIRPORT AND A GATE, PASS THROUGH THE GATE, TURN LEFT AND FOLLOW A
 GW2387'TAXIWAY WEST FOR 0.2 KM (0.1 MI) TO RUNWAY 03-21, TURN RIGHT AND
 GW2387'FOLLOW THE RUNWAY NORTHEASTERLY FOR 0.5 KM (0.3 MI) TO A TURN
 GW2387'AROUND AND THE STATION ON THE RIGHT.
 GW2387'
 GW2387'THE STATION IS A STANDARD NGS DISK
 GW2387'STAMPED---FARMPORT 1986---,
 GW2387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GW2387'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 GW2387'55.2 METERS (181.1 FT) SOUTHEAST FROM THE CENTERLINE OF RUNWAY
 GW2387'03-21,
 GW2387'36.5 METERS (119.75 FT) WEST FROM THE CENTER OF A CONCRETE CULVERT,
 GW2387'5.7 METERS (18.7 FT) NORTHWEST FROM THE CENTERLINE OF THE TURN
 GW2387'AROUND FOR AIRPLANES, AND
 GW2387'0.3 METERS (0.98 FT) SOUTHEAST FROM A WITNESS POST.
 GW2387'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 GW2387'STAMPED---FARMPORT 1986---,
 GW2387'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 GW2387'
 GW2387'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 GW2387'1987.
 GW2387'
 GW2387'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GW2387'
 GW2387'DESCRIBED  BY H.D. MCKINNEY.
 GW2387
 GW2387                          STATION RECOVERY (1997)
 GW2387
 GW2387'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2387'MARK NOT FOUND.
 GW2387
 GW2387                          STATION RECOVERY (2001)
 GW2387
 GW2387'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0315 ***********************************************************************
 GW0315  DESIGNATION -  FARMVILLE
 GW0315  PID         -  GW0315
 GW0315  STATE/COUNTY-  VA/PRINCE EDWARD
 GW0315  USGS QUAD   -  FARMVILLE (1981)
 GW0315
 GW0315                         *CURRENT SURVEY CONTROL
 GW0315  ___________________________________________________________________
 GW0315* NAD 83(1986)-  37 18 11.     (N)    078 24 00.     (W)     SCALED    
 GW0315* NAVD 88     -       124.197  (meters)     407.47   (feet)  ADJUSTED  
 GW0315  ___________________________________________________________________
 GW0315  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 GW0315  DYNAMIC HT  -         124.109 (meters)     407.18  (feet)  COMP
 GW0315  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 GW0315
 GW0315  VERT ORDER  -  SECOND    CLASS 0
 GW0315
 GW0315.The horizontal coordinates were scaled from a topographic map and have
 GW0315.an estimated accuracy of +/- 6 seconds.
 GW0315
 GW0315.The orthometric height was determined by differential leveling
 GW0315.and adjusted by the National Geodetic Survey in June 1991..
 GW0315
 GW0315.The geoid height was determined by GEOID03.
 GW0315
 GW0315.The dynamic height is computed by dividing the NAVD 88
 GW0315.geopotential number by the normal gravity value computed on the
 GW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0315.degrees latitude (g = 980.6199 gals.).
 GW0315
 GW0315.The modeled gravity was interpolated from observed gravity values.
 GW0315
 GW0315;                    North         East    Units  Estimated Accuracy
 GW0315;SPC VA S     - 1,107,620.    3,508,870.      MT  (+/- 180 meters Scaled)
 GW0315
 GW0315                          SUPERSEDED SURVEY CONTROL
 GW0315
 GW0315  NGVD 29 (??/??/92)  124.468  (m)          408.36   (f) ADJ UNCH    2 0
 GW0315
 GW0315.Superseded values are not recommended for survey control.
 GW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0315.See file dsdata.txt to determine how the superseded data were derived.
 GW0315
 GW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB304316(NAD 83)
 GW0315_MARKER: DB = BENCH MARK DISK
 GW0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GW0315_SP_SET: FOUNDATION
 GW0315_STAMPING: FARMVILLE 1935
 GW0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GW0315
 GW0315  HISTORY     - Date     Condition        Report By
 GW0315  HISTORY     - 1935     MONUMENTED       CGS
 GW0315  HISTORY     - 1964     MARK NOT FOUND   NGS
 GW0315  HISTORY     - 20010220 MARK NOT FOUND   USPSQD
 GW0315
 GW0315                          STATION DESCRIPTION
 GW0315
 GW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GW0315'AT FARMVILLE.
 GW0315'AT FARMVILLE, PRINCE EDWARD COUNTY, AT THE SOUTHEAST SIDE OF
 GW0315'THE CITY WATER TANK, IN THE TOP OF THE CONCRETE FOUNDATION,
 GW0315'3.2 FEET SOUTH OF A BOLT HOLDING A LARGE IRON BRACE, AND 6
 GW0315'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED FARMVILLE
 GW0315'1935.
 GW0315
 GW0315                          STATION RECOVERY (2001)
 GW0315
 GW0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2332 ***********************************************************************
 GW2332  CBN         -  This is a Cooperative Base Network Control Station.
 GW2332  DESIGNATION -  FARMVILLE
 GW2332  PID         -  GW2332
 GW2332  STATE/COUNTY-  VA/PRINCE EDWARD
 GW2332  USGS QUAD   -  FARMVILLE (1981)
 GW2332
 GW2332                         *CURRENT SURVEY CONTROL
 GW2332  ___________________________________________________________________
 GW2332* NAD 83(1993)-  37 17 30.22567(N)    078 23 52.54781(W)     ADJUSTED  
 GW2332* NAVD 88     -       121.5    (meters)     399.     (feet)  GPS OBS   
 GW2332  ___________________________________________________________________
 GW2332  X           -   1,021,759.122 (meters)                     COMP
 GW2332  Y           -  -4,976,709.459 (meters)                     COMP
 GW2332  Z           -   3,843,254.892 (meters)                     COMP
 GW2332  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GW2332  ELLIP HEIGHT-          90.18  (meters)          (07/14/04) GPS OBS
 GW2332  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 GW2332
 GW2332  HORZ ORDER  -  B
 GW2332  ELLP ORDER  -  THIRD     CLASS II
 GW2332
 GW2332.The horizontal coordinates were established by GPS observations
 GW2332.and adjusted by the National Geodetic Survey in June 1994..
 GW2332
 GW2332.The orthometric height was determined by GPS observations and a
 GW2332.high-resolution geoid model.
 GW2332
 GW2332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2332
 GW2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2332
 GW2332.The ellipsoidal height was determined by GPS observations
 GW2332.and is referenced to NAD 83.
 GW2332
 GW2332.The geoid height was determined by GEOID03.
 GW2332
 GW2332;                    North         East     Units Scale Factor Converg.
 GW2332;SPC VA S     - 1,106,362.440 3,509,050.110   MT  0.99994627   +0 03 43.0
 GW2332;SPC VA S     - 3,629,790.77 11,512,608.57   sFT  0.99994627   +0 03 43.0
 GW2332;UTM  17      - 4,130,410.211   730,655.719   MT  1.00025541   +1 34 38.0
 GW2332
 GW2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2332!SPC VA S     -   0.99998585  x   0.99994627  =   0.99993212
 GW2332!UTM  17      -   0.99998585  x   1.00025541  =   1.00024125
 GW2332
 GW2332:                Primary Azimuth Mark                     Grid Az
 GW2332:SPC VA S     -  FARMVILLE MUNICIPAL TANK                 065 04 09.7
 GW2332:UTM  17      -  FARMVILLE MUNICIPAL TANK                 063 33 14.7
 GW2332
 GW2332|---------------------------------------------------------------------|
 GW2332| PID    Reference Object                     Distance      Geod. Az  |
 GW2332|                                                           dddmmss.s |
 GW2332| GW2330 FARMVILLE MUNICIPAL TANK            APPROX. 1.4 KM 0650752.7 |
 GW2332| DC5333 FARMVILLE RM 1                       25.372 METERS 08411     |
 GW2332| GW2334 FARMVILLE AZ MK 2                   284.416 METERS 17703     |
 GW2332| DC5334 FARMVILLE RM 2                       44.473 METERS 17715     |
 GW2332| DC5332 FARMVILLE AZ MK                                    1955834.5 |
 GW2332| DC5335 FARMVILLE RM 3                       11.012 METERS 34502     |
 GW2332|---------------------------------------------------------------------|
 GW2332
 GW2332                          SUPERSEDED SURVEY CONTROL
 GW2332
 GW2332  ELLIP H (08/14/01)   90.18   (m)                       GP(       ) 4 1
 GW2332  ELLIP H (06/29/94)   90.20   (m)                       GP(       ) 4 1
 GW2332  NAD 83(1993)-  37 17 30.22570(N)    078 23 52.54781(W) AD(       ) B
 GW2332  ELLIP H (04/04/94)   90.20   (m)                       GP(       ) 4 1
 GW2332  NAD 83(1986)-  37 17 30.23223(N)    078 23 52.56653(W) AD(       ) 1
 GW2332  NAD 27      -  37 17 29.67792(N)    078 23 53.58945(W) AD(       ) 1
 GW2332  NGVD 29 (07/19/86)  123.24   (m)          404.3    (f) LEVELING    3  
 GW2332
 GW2332.Superseded values are not recommended for survey control.
 GW2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2332.See file dsdata.txt to determine how the superseded data were derived.
 GW2332
 GW2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3065630410(NAD 83)
 GW2332_MARKER: DS = TRIANGULATION STATION DISK
 GW2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2332_SP_SET: CONCRETE POST
 GW2332_STAMPING: FARMVILLE 1941
 GW2332_MARK LOGO: CGS   
 GW2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2332+STABILITY: SURFACE MOTION
 GW2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW2332+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 GW2332
 GW2332  HISTORY     - Date     Condition        Report By
 GW2332  HISTORY     - 1941     MONUMENTED       CGS
 GW2332  HISTORY     - 1941     GOOD             CGS
 GW2332  HISTORY     - 1965     GOOD             CGS
 GW2332  HISTORY     - 1979     GOOD             NGS
 GW2332  HISTORY     - 19930512 GOOD             NGS
 GW2332  HISTORY     - 20000228 GOOD             WOOLPT
 GW2332  HISTORY     - 20010220 GOOD             USPSQD
 GW2332  HISTORY     - 20020924 GOOD             VADOT
 GW2332  HISTORY     - 20030717 GOOD             JCLS
 GW2332  HISTORY     - 20051226 GOOD             USPSQD
 GW2332  HISTORY     - 20060119 GOOD             USPSQD
 GW2332
 GW2332                          STATION DESCRIPTION
 GW2332
 GW2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2332'STATION IS ABOUT 0.5 MILE SW OF THE CENTER OF FARMVILLE IN
 GW2332'THE NW CORNER OF THE ROBERT MOTON HIGH SCHOOL GROUNDS, 30
 GW2332'FEET E OF THE CENTER LINE OF ELY STREET, 50 FEET S OF THE
 GW2332'CENTER LINE OF BARROW STREET, AND 72 FEET W OF THE NW CORNER
 GW2332'OF THE SCHOOL BUILDING.  THE DISK IS STAMPED FARMVILLE 1941
 GW2332'AND IT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GW2332'
 GW2332'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GW2332'DISKS SET IN CONCRETE.
 GW2332'
 GW2332'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 48 FEET S OF
 GW2332'BARROW STREET AND 54 FEET N OF THE NW CORNER OF THE SCHOOL
 GW2332'BUILDING.  THE DISK IS STAMPED FARMVILLE NO. 1, 1941 AND IS
 GW2332'SET FLUSH WITH THE SURFACE OF THE GROUND.
 GW2332'
 GW2332'REFERENCE MARK NO. 2 IS S OF THE STATION IN THE N END OF
 GW2332'CEMENT CULVERT.  IT IS 24 FEET E OF THE CENTER LINE OF ELY STREET
 GW2332'AND 26 FEET W OF THE SW CORNER OF THE SCHOOL BUILDING.  THE
 GW2332'DISK IS STAMPED FARMVILLE NO. 2, 1941 AND IS SET FLUSH WITH
 GW2332'THE SURFACE OF THE CULVERT.
 GW2332'
 GW2332'THE AZIMUTH MARK IS 0.2 MILE SSW OF THE STATION, IN THE W
 GW2332'EDGE OF A HEDGE ROW, AND 18 FEET E OF THE CENTER LINE OF
 GW2332'HILL STREET.  THE DISK IS STAMPED FARMVILLE 1941 AND PROJECTS
 GW2332'6 INCHES ABOVE THE SURFACE OF THE GROUND.  TO REACH THE
 GW2332'AZIMUTH MARK FROM THE STATION, GO W ON BARROW STREET FOR
 GW2332'0.05 MILE TO HILL STREET.  THEN TURN LEFT AND GO S FOR 0.2
 GW2332'MILE TO THE MARK ON THE LEFT.
 GW2332'
 GW2332'THE CHURCH SPIRE AND FLAGPOLE ARE ABOUT 0.6 MILE NNE OF THE
 GW2332'STATION.  THEY ARE BOTH VISIBLE FROM THE GROUND AND WOULD
 GW2332'BE GOOD TO BE USED AS AZIMUTHS.
 GW2332'
 GW2332'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TUGGLE
 GW2332'AND A 60-FOOT LIGHT AT STATION WOODS MOUNT.
 GW2332'
 GW2332'A 50-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION WILLIS 2.
 GW2332'
 GW2332'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 GW2332
 GW2332                          STATION RECOVERY (1941)
 GW2332
 GW2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 GW2332'RECOVERED IN GOOD CONDITION.
 GW2332
 GW2332                          STATION RECOVERY (1965)
 GW2332
 GW2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2332'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 GW2332'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS
 GW2332'BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 GW2332'TIME.  THE 1941 DESCRIPTION IS ADEQUATE.
 GW2332'
 GW2332'REFERENCE MARK NO. 3 IS 24 FEET EAST OF THE APPROXIMATE CENTER
 GW2332'OF ELY STREET, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF
 GW2332'BARROW STREET, 1.1 FEET WEST OF A 6-INCH METAL PIPE FILLED
 GW2332'WITH CONCRETE AND IN THE EAST EDGE OF ELY STREET IN A STORM
 GW2332'DRAIN.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 GW2332'IN THE CONCRETE CURBING AND STORM DRAIN.  THE DISK IS STAMPED
 GW2332'FARMVILLE NO 3 1941.
 GW2332
 GW2332                          STATION RECOVERY (1979)
 GW2332
 GW2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GW2332'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 GW2332'CONDITION.  THE AZIMUTH MARK WAS RECOVERED LOOSE IN GROUND AND WILL
 GW2332'NO LONGER SEE THE STATION MARK.  THE DISK WAS CLAIMED AND A NEW
 GW2332'AZIMUTH MARK WAS ESTABLISHED.  DISTANCE AND DIRECTIONS TO REFERENCE
 GW2332'MARKS CHECKED 1965 RECOVERY.
 GW2332'
 GW2332'STATION IS ABOUT 0.5 MILE SOUTH WEST OF THE CENTER OF FARMVILLE IN
 GW2332'THE NORTHWEST CORNER OF THE FARMVILLE ELEMENTRY SCHOOL GROUNDS.
 GW2332'
 GW2332'TO REACH FROM POST OFFICE IN FARMVILLE, GO WEST ON U.S. HIGHWAY
 GW2332'460 BUSINESS FOR 0.2 MILE, TURN LEFT AND GO SOUTH ON BUSINESS ROUTE
 GW2332'15 SOUTH (S. MAIN ST.) FOR 0.95 MILE TO THE SCHOOL AND SLY STREET ON
 GW2332'THE RIGHT.  TURN SHARP RIGHT AND GO NORTH ON ELY STREET FOR 0.1 MILE
 GW2332'TO THE MARK ON THE RIGHT.
 GW2332'
 GW2332'THE STATION MARK IS A STANDARD DISK STAMPED---FARMVILLE 1941---SET
 GW2332'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 GW2332'GROUND.  IT IS 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GW2332'SCHOOL BUILDING, 49 FEET SOUTH OF THE CENTERLINE OF BORROW ST., 36.2
 GW2332'FEET SOUTHEAST OF A 6-INCH METAL PIPE THAT IS FILLED WITH CONCRETE
 GW2332'AND 29 FEET EAST OF THE CENTERLINE OF ELY STREET.
 GW2332'
 GW2332'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---FARMVILLE NO 1 1941---
 GW2332'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 GW2332'THE GROUND.  IT IS 95.5 FEET SOUTHEAST OF THE IRON PIPE, 46 FEET
 GW2332'SOUTH OF THE CENTERLINE OF BORROW ST., AND 54 FEET NORTH OF THE
 GW2332'NORTHWEST CORNER OF THE SCHOOL BUILDING AND ABOUT SAME ELEVATION AS
 GW2332'STATION.
 GW2332'
 GW2332'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---FARMVILLE NO 3 1941---
 GW2332'CEMENTED IN A DRILL HOLE IN A STORM DRAIN WHICH IS FLUSH WITH THE
 GW2332'CURB OF THE STREET.  IT IS 24 FEET EAST OF THE CENTERLINE OF ELY
 GW2332'STREET, 14 FEET SOUTH OF THE CENTERLINE OF BORROW ST., 1.5 EAST OF
 GW2332'THE CURB AND 1.1 FEET WEST OF THE IRON PIPE.  IT IS ABOUT SAME
 GW2332'ELEVATION AS THE STATION MARK.
 GW2332'
 GW2332'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---FARMVILLE 1941 1979---
 GW2332'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED
 GW2332'1-INCH.  IT IS 90 FEET WEST OF THE CENTERLINE OF SOUTH MAIN ST.
 GW2332'(BUSINESS ROUTE U.S. 15), 66 FEET SOUTHWEST OF A POWERLINE POLE,
 GW2332'23.5 FEET EAST OF POWERLINE POLE 703R14, 18 FEET NORTH OF THE
 GW2332'CENTERLINE OF PAVED STREET AND 2.9 FEET NORTHWEST OF A METAL WITNESS
 GW2332'POST AND SIGN.
 GW2332'
 GW2332'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ELY
 GW2332'STREET FOR 0.1 MILE TO THE JUNCTION WITH SOUTH MAIN STREET, TURN
 GW2332'RIGHT AND CONTINUE SOUTHERLY FOR 0.1 MILE TO A SIDE ROAD RIGHT AND
 GW2332'THE MARK ON THE RIGHT.
 GW2332
 GW2332                          STATION RECOVERY (1993)
 GW2332
 GW2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2332'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF U.S. HIGHWAYS
 GW2332'460, 15 BYPASS, ABOUT 75 M (246.1 FT) WEST OF BUSINESS U.S. HIGHWAY
 GW2332'15 IN THE NORTHWEST CORNER OF THE PRINCE EDWARD COUNTY MIDDLE SCHOOL
 GW2332'CAMPUS.  OWNERSHIP--PRINCE EDWARD COUNTY MIDDLE SCHOOL-FARMVILLE
 GW2332'ANNEX, ROUTE 5, BOX 688, FARMVILLE VA 23901.  PHONE 804-392-5951.
 GW2332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460, 15 AND
 GW2332'BUSINESS U.S. HIGHWAY 15 NORTH JUST SOUTH OF FARMVILLE, GO NORTH ON
 GW2332'BUSINESS U.S. HIGHWAY 15 FOR 1.65 MI (2.66 KM) TO GRIFFITH BOULEVARD,
 GW2332'TURN LEFT AND GO NORTHWEST ON GRIFFITH BOULEVARD 0.05 MI (0.08 KM) TO
 GW2332'THE STATION ON THE RIGHT.
 GW2332'LOCATED 21.9 M (71.9 FT) WEST OF THE NORTHWEST CORNER OF THE SCHOOL,
 GW2332'8.4 M (27.6 FT) NORTH FROM THE WEST END OF A WHITE WOODEN FENCE, 4.7
 GW2332'M (15.4 FT) SOUTH FROM THE WEST END OF SIDEWALK AND 2.2 M (7.2 FT)
 GW2332'EAST FROM A CURB.
 GW2332
 GW2332                          STATION RECOVERY (2000)
 GW2332
 GW2332'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (JC)
 GW2332'RECOVERED AS DESCRIBED.
 GW2332
 GW2332                          STATION RECOVERY (2001)
 GW2332
 GW2332'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2332'STATION AND RM 1 FOUND IN GOOD CONDITION, RM 2 AND AZ MK NOT FOUND.
 GW2332
 GW2332                          STATION RECOVERY (2002)
 GW2332
 GW2332'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (JCA)
 GW2332'RECOVERED IN GOOD CONDITION.
 GW2332
 GW2332                          STATION RECOVERY (2003)
 GW2332
 GW2332'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 GW2332'RECOVERED IN GOOD CONDITION.
 GW2332
 GW2332                          STATION RECOVERY (2005)
 GW2332
 GW2332'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2332'STATION FARMVILLE IS 1 INCH BELOW SURFACE
 GW2332'THE STREET NAME ELY STREET SHOULD BE REPLACED WITH GRIFFITH BOULEVARD
 GW2332' 
 GW2332'REFERENCE MARK 1 IS LOCATED IN A PAVED DRIVEWAY
 GW2332'DID NOT FIND REFERENCE MARK 3
 GW2332'AZ MARK IS 66 FEET EAST OF POWER POLE LO 237KN 22
 GW2332'26 FEET SOUTHWEST OF SOUTHEAST CORNER OF COUNTRY COOKING RESTURANT
 GW2332'23 FEET EAST PF POWER POLE CB 1
 GW2332'NO WITNESS POST
 GW2332'SIDE STREET IS SANFORD STREET
 GW2332
 GW2332                          STATION RECOVERY (2006)
 GW2332
 GW2332'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2332'STATION AND RM1 FOUND IN GOOD CONDITION.
 GW2332'RM2,3 AND AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2329 ***********************************************************************
 GW2329  DESIGNATION -  FARMVILLE INDUSTRIAL TANK
 GW2329  PID         -  GW2329
 GW2329  STATE/COUNTY-  VA/PRINCE EDWARD
 GW2329  USGS QUAD   -  FARMVILLE (1981)
 GW2329
 GW2329                         *CURRENT SURVEY CONTROL
 GW2329  ___________________________________________________________________
 GW2329* NAD 83(1993)-  37 18 52.62577(N)    078 25 51.15761(W)     ADJUSTED  
 GW2329* NAVD 88     -                                                        
 GW2329  ___________________________________________________________________
 GW2329  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 GW2329  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 GW2329
 GW2329  HORZ ORDER  -  THIRD
 GW2329
 GW2329.The horizontal coordinates were established by classical geodetic methods
 GW2329.and adjusted by the National Geodetic Survey in September 1995..
 GW2329
 GW2329
 GW2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2329
 GW2329.The geoid height was determined by GEOID03.
 GW2329
 GW2329;                    North         East     Units Scale Factor Converg.
 GW2329;SPC VA S     - 1,108,899.942 3,506,126.968   MT  0.99994583   +0 02 31.0
 GW2329;SPC VA S     - 3,638,115.89 11,503,018.23   sFT  0.99994583   +0 02 31.0
 GW2329;UTM  17      - 4,132,870.246   727,665.581   MT  1.00023852   +1 33 29.0
 GW2329
 GW2329                          SUPERSEDED SURVEY CONTROL
 GW2329
 GW2329  NAD 83(1993)-  37 18 52.62619(N)    078 25 51.15763(W) AD(       ) 4
 GW2329  NAD 83(1986)-  37 18 52.63384(N)    078 25 51.17741(W) AD(       ) 4
 GW2329  NAD 27      -  37 18 52.08474(N)    078 25 52.19872(W) AD(       ) 3
 GW2329
 GW2329.Superseded values are not recommended for survey control.
 GW2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2329.See file dsdata.txt to determine how the superseded data were derived.
 GW2329
 GW2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB2766632870(NAD 83)
 GW2329_MARKER: 51 = TANK
 GW2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2329+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 GW2329
 GW2329  HISTORY     - Date     Condition        Report By
 GW2329  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2329  HISTORY     - 20010220 GOOD             USPSQD
 GW2329
 GW2329                          STATION DESCRIPTION
 GW2329
 GW2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2329'THE STATION IS LOCATED 2.4 MILES WEST OF FARMVILLE.
 GW2329'
 GW2329'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE, GO
 GW2329'WEST ON U.S. HIGHWAY 460 FOR 0.2 MILE TO THE JUNCTION OF STATE
 GW2329'HIGHWAY 45, CONTINUE ON U.S. HIGHWAY 460 WESTERLY FOR 2.4
 GW2329'MILES TO THE STATION ON THE LEFT.
 GW2329'
 GW2329'THE STATION IS A ROUND SILVER TANK APPROXIMATELY 50 FEET IN
 GW2329'HEIGHT.  A BALL SHAPED OBJECT AT THE TOP AND CENTER WAS THE
 GW2329'POINT INTERSECTED.
 GW2329
 GW2329                          STATION RECOVERY (2001)
 GW2329
 GW2329'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2331 ***********************************************************************
 GW2331  DESIGNATION -  FARMVILLE RAD STA WFLO MAST
 GW2331  PID         -  GW2331
 GW2331  STATE/COUNTY-  VA/CUMBERLAND
 GW2331  USGS QUAD   -  FARMVILLE (1981)
 GW2331
 GW2331                         *CURRENT SURVEY CONTROL
 GW2331  ___________________________________________________________________
 GW2331* NAD 83(1993)-  37 19 35.74517(N)    078 23 07.30836(W)     ADJUSTED  
 GW2331* NAVD 88     -                                                        
 GW2331  ___________________________________________________________________
 GW2331  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GW2331  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 GW2331
 GW2331  HORZ ORDER  -  THIRD
 GW2331
 GW2331.The horizontal coordinates were established by classical geodetic methods
 GW2331.and adjusted by the National Geodetic Survey in September 1995..
 GW2331
 GW2331
 GW2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2331
 GW2331.The geoid height was determined by GEOID03.
 GW2331
 GW2331;                    North         East     Units Scale Factor Converg.
 GW2331;SPC VA S     - 1,110,233.114 3,510,159.629   MT  0.99994565   +0 04 10.5
 GW2331;SPC VA S     - 3,642,489.81 11,516,248.72   sFT  0.99994565   +0 04 10.5
 GW2331;UTM  17      - 4,134,310.100   731,662.768   MT  1.00026114   +1 35 10.0
 GW2331
 GW2331                          SUPERSEDED SURVEY CONTROL
 GW2331
 GW2331  NAD 83(1993)-  37 19 35.74502(N)    078 23 07.30805(W) AD(       ) 4
 GW2331  NAD 83(1986)-  37 19 35.75283(N)    078 23 07.32651(W) AD(       ) 4
 GW2331  NAD 27      -  37 19 35.20239(N)    078 23 08.34812(W) AD(       ) 3
 GW2331
 GW2331.Superseded values are not recommended for survey control.
 GW2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2331.See file dsdata.txt to determine how the superseded data were derived.
 GW2331
 GW2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3166334310(NAD 83)
 GW2331_MARKER: 42 = RADIO/TV MAST
 GW2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2331+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 GW2331
 GW2331  HISTORY     - Date     Condition        Report By
 GW2331  HISTORY     - 1965     FIRST OBSERVED   CGS
 GW2331  HISTORY     - 19970301 GOOD             USPSQD
 GW2331  HISTORY     - 20011003 GOOD             USPSQD
 GW2331  HISTORY     - 20051226 GOOD             USPSQD
 GW2331
 GW2331                          STATION DESCRIPTION
 GW2331
 GW2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW2331'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF FARMVILLE.
 GW2331'
 GW2331'TO REACH THE STATION FROM THE POST OFFICE IN FARMVILLE, GO
 GW2331'WEST ON U.S. HIGHWAY 460 FOR 0.2 MILE TO THE JUNCTION OF
 GW2331'STATE HIGHWAY 45, TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY
 GW2331'45 FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 GW2331'
 GW2331'THE STATION IS A THREE SIDED GUYED STEEL MAST PAINTED ALTERNATE
 GW2331'RED AND WHITE AND 345 FEET IN HEIGHT.  THE POINT INTERSECTED
 GW2331'WAS THE RED LIGHT AT THE APEX.
 GW2331
 GW2331                          STATION RECOVERY (1997)
 GW2331
 GW2331'RECOVERY NOTE BY US POWER SQUADRON 1997
 GW2331'RECOVERED IN GOOD CONDITION.
 GW2331
 GW2331                          STATION RECOVERY (2001)
 GW2331
 GW2331'RECOVERY NOTE BY US POWER SQUADRON 2001 (EEC)
 GW2331'RECOVERED IN GOOD CONDITION.
 GW2331
 GW2331                          STATION RECOVERY (2005)
 GW2331
 GW2331'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 GW2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2356 ***********************************************************************
 GW2356  DESIGNATION -  FARREL
 GW2356  PID         -  GW2356
 GW2356  STATE/COUNTY-  VA/APPOMATTOX
 GW2356  USGS QUAD   -  APPOMATTOX (1984)
 GW2356
 GW2356                         *CURRENT SURVEY CONTROL
 GW2356  ___________________________________________________________________
 GW2356* NAD 83(1993)-  37 20 38.39369(N)    078 45 11.56093(W)     ADJUSTED  
 GW2356* NAVD 88     -       225.2    (meters)     739.     (feet)  VERTCON   
 GW2356  ___________________________________________________________________
 GW2356  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 GW2356  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GW2356
 GW2356  HORZ ORDER  -  FIRST
 GW2356
 GW2356.The horizontal coordinates were established by classical geodetic methods
 GW2356.and adjusted by the National Geodetic Survey in September 1995..
 GW2356
 GW2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2356
 GW2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2356
 GW2356.The geoid height was determined by GEOID03.
 GW2356
 GW2356;                    North         East     Units Scale Factor Converg.
 GW2356;SPC VA S     - 1,112,188.312 3,477,564.424   MT  0.99994549   -0 09 13.2
 GW2356;SPC VA S     - 3,648,904.49 11,409,309.28   sFT  0.99994549   -0 09 13.2
 GW2356;UTM  17      - 4,135,402.068   699,019.829   MT  1.00008793   +1 21 48.1
 GW2356
 GW2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2356!SPC VA S     -   0.99996955  x   0.99994549  =   0.99991504
 GW2356!UTM  17      -   0.99996955  x   1.00008793  =   1.00005748
 GW2356
 GW2356|---------------------------------------------------------------------|
 GW2356| PID    Reference Object                     Distance      Geod. Az  |
 GW2356|                                                           dddmmss.s |
 GW2356| DC5339 FARREL RM 3                          24.499 METERS 04717     |
 GW2356| DC5337 FARREL RM 1                          32.888 METERS 16149     |
 GW2356| DC5336 FARREL AZ MK                                       1634625.7 |
 GW2356| DC5340 FARREL RM 4                          34.342 METERS 16447     |
 GW2356| GW2351 APPOMATTOX MICROWAVE RELAY TWR      APPROX.10.4 KM 2804706.6 |
 GW2356| GW2352 APPOMATTOX MUNICIPAL TANK           APPROX. 6.7 KM 2844243.6 |
 GW2356| DC5338 FARREL RM 2                          31.544 METERS 29529     |
 GW2356|---------------------------------------------------------------------|
 GW2356
 GW2356                          SUPERSEDED SURVEY CONTROL
 GW2356
 GW2356  NAD 83(1993)-  37 20 38.39409(N)    078 45 11.55956(W) AD(       ) 1
 GW2356  NAD 83(1986)-  37 20 38.39790(N)    078 45 11.57549(W) AD(       ) 1
 GW2356  NAD 27      -  37 20 37.86478(N)    078 45 12.53509(W) AD(       ) 1
 GW2356  NGVD 29 (07/19/86)  225.4    (m)          739.     (f) VERT ANG       
 GW2356
 GW2356.Superseded values are not recommended for survey control.
 GW2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2356.See file dsdata.txt to determine how the superseded data were derived.
 GW2356
 GW2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9902035402(NAD 83)
 GW2356_MARKER: DS = TRIANGULATION STATION DISK
 GW2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2356
 GW2356  HISTORY     - Date     Condition        Report By
 GW2356  HISTORY     - 1941     MONUMENTED       CGS
 GW2356  HISTORY     - 1964     GOOD             CGS
 GW2356  HISTORY     - 1974     GOOD             NGS
 GW2356  HISTORY     - 1977     GOOD             NGS
 GW2356  HISTORY     - 20050113 MARK NOT FOUND   USPSQD
 GW2356
 GW2356                          STATION DESCRIPTION
 GW2356
 GW2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2356'STATION IS ON THE SUMMIT OF THE RIDGE WHICH FORMS THE DIVIDE
 GW2356'BETWEEN ROUGH AND CUB CREEKS.  IT IS ABOUT 6-3/4 MILES NW
 GW2356'OF PAMPLIN, 4-1/4 MILES ESE OF APPOMATTOX AND 2-1/2 MILES
 GW2356'ENE OF EVERGREEN, ON WHAT IS KNOWN AS THE OLD FARREL PLACE,
 GW2356'NOW OWNED BY C. PATTERSON, COLORED.  IT IS AT THE NW EDGE
 GW2356'OF A CLEARED FIELD, ABOUT 100 YARDS NW OF THE EVERGREEN-ROSE
 GW2356'BOWER ROAD, COUNTY ROAD 632, 12 FEET S OF THE EDGE OF THE
 GW2356'WOODS ON THE N, 95 FEET W OF THE EDGE OF THE WOODS ON THE
 GW2356'E, 24 FEET SSE OF A TRIANGULAR BLAZED 10-INCH OAK TREE.  THE
 GW2356'MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GW2356'THE DISK IS STAMPED FARREL 1941.
 GW2356'
 GW2356'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GW2356'BRONZE DISKS SET IN CONCRETE.
 GW2356'
 GW2356'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS ABOUT
 GW2356'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET W
 GW2356'OF THE EDGE OF THE WOODS TO THE E, 90 FEET S OF THE EDGE
 GW2356'OF THE WOODS TO THE N.  THE DISK IS STAMPED FARREL NO. 1 1941.
 GW2356'
 GW2356'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 8
 GW2356'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 10 FEET S OF THE
 GW2356'EDGE OF THE WOODS TO THE N AND 45 FEET N OF THE N BANK OF CURVE IN
 GW2356'FIELD ROAD.  THE DISK IS STAMPED FARREL NO. 2 1941.
 GW2356'
 GW2356'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE ENE OF THE STATION,
 GW2356'1 FOOT S OF THE N CORNER OF A CONCRETE WELL CAP AT AN ABANDONED
 GW2356'FARMHOUSE, 25 FEET E OF THE LANE LEADING TO THE HOUSE.  THE
 GW2356'DISK IS STAMPED FARREL 1941.  TO REACH THE AZIMUTH MARK FROM
 GW2356'THE STATION, GO E 0.1 MILE TO COUNTY ROAD 632, TURN RIGHT
 GW2356'(S) AND GO 0.3 MILE TO A ROAD ON THE LEFT LEADING INTO THE
 GW2356'WOODS, TURN LEFT (E) AND GO 0.1 MILE TO A ROAD FORK, TAKE
 GW2356'THE LEFT FORK AND GO 0.3 MILE TO THE FARMHOUSE.
 GW2356'
 GW2356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460
 GW2356'AND STATE HIGHWAY 23 IN APPOMATTOX, GO EASTERLY ON U.S. HIGHWAY
 GW2356'460 FOR 3.35 MILES THEN TURN LEFT (N) ON COUNTY ROAD 634
 GW2356'(GRAVEL) AND GO 0.5 MILE TO A FORKS, HERE TAKE RIGHT FORK
 GW2356'(COUNTY ROAD 632) AND GO 1.6 MILES, THENCE LEFT ON FARM ROAD
 GW2356'INTO WOODS AND GO 0.1 MILE TO TOP OF GRADE IN OPEN FIELD AND
 GW2356'STATION IN NE CORNER OF THE FIELD.
 GW2356'
 GW2356'A 77-FOOT TOWER WILL SEE A 123-FOOT LIGHT AT PUGH.
 GW2356'
 GW2356'A 77-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT WOODS MOUNTAIN.
 GW2356'
 GW2356'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT TUGGLE.
 GW2356'
 GW2356'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT PAMPLIN.
 GW2356'
 GW2356'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT BAKER MOUNTAIN.
 GW2356'
 GW2356'A 37-FOOT TOWER WILL SEE A 40-FOOT LIGHT AT SPEAR 2.
 GW2356'
 GW2356'A 90-FOOT TOWER WILL SEE A 77-FOOT LIGHT AT LONG MOUNT 1875.
 GW2356'
 GW2356'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GW2356
 GW2356                          STATION RECOVERY (1964)
 GW2356
 GW2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2356'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 GW2356'CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GW2356'HAVE BEEN DESTROYED.  REFERENCE MARK NO. 3 AND REFERENCE MARK
 GW2356'NO. 4 WAS ESTABLISHED AT THIS TIME.
 GW2356'
 GW2356'TO REACH THE STATION FROM THE CARVER PRICE HIGH SCHOOL IN
 GW2356'APPOMATTOX, GO EASTERLY ON U.S. HIGHWAY 460 FOR 3.5 MILES
 GW2356'TO A SIDE ROAD LEFT, COUNTY ROAD 634, TURN LEFT AND GO 0.5
 GW2356'MILE TO THE JUNCTION OF COUNTY ROAD 632, KEEP RIGHT ON COUNTY
 GW2356'ROAD 632 AND GO 1.15 MILES TO THE JUNCTION OF COUNTY ROAD
 GW2356'705.  CONTINUE ON COUNTY ROAD 632 FOR 0.45 MILE TO A TRACK
 GW2356'ROAD ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO A FORK, KEEP
 GW2356'RIGHT AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 GW2356'
 GW2356'*TO REACH THE AZIMUTH MARK FROM COUNTY ROAD 705, GO EASTERLY
 GW2356'ON COUNTY ROAD 705 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT
 GW2356'AND GO 0.1 MILE TO A FORK, KEEP LEFT AND GO 0.2 MILE TO A
 GW2356'FRAME HOUSE AND THE AZIMUTH MARK.
 GW2356'
 GW2356'REFERENCE MARK NO. 3 IS 21 FEET NORTH OF A 4-FOOT STUMP AND
 GW2356'7 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 GW2356'IT IS A STANDARD DISK STAMPED FARREL NO 3 1941 SET IN A
 GW2356'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 GW2356'
 GW2356'REFERENCE MARK NO. 4 IS 6 FEET EAST OF THE APPROXIMATE CENTER
 GW2356'OF THE TRACK ROAD.  IT IS A STANDARD DISK STAMPED FARREL NO
 GW2356'4 1941 SET IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 GW2356'
 GW2356'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 GW2356
 GW2356                          STATION RECOVERY (1974)
 GW2356
 GW2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 GW2356'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND TO BE
 GW2356'IN GOOD CONDITION IN 1964.
 GW2356'
 GW2356'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT RECOVERED AT THIS
 GW2356'TIME.
 GW2356'
 GW2356'THE STATION IS ON PROPERTY OWNED BY MR. DAVID A. NOTESTEIN--P. O.
 GW2356'BOX 85, APPOMATTOX, VIRGINIA 24522.  PHONE NUMBER 352-7678, WHO
 GW2356'GAVE PERMISSION.
 GW2356'
 GW2356'THE 1964 DESCRIPTION IS ADEQUATE.
 GW2356
 GW2356                          STATION RECOVERY (1977)
 GW2356
 GW2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 GW2356'THE STATION MARK REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK WERE
 GW2356'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 GW2356'MARKS CHECKED WITH THE 1964 DESCRIPTION.
 GW2356'
 GW2356'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 GW2356'
 GW2356'THE STATION IS ABOUT 6-3/4 MILES NORTHWEST OF PAMPLIN, 4-1/4 MILES
 GW2356'SOUTHEAST OF APPOMATOX AND 2-1/2 MILES NORTHEAST OF EVERGREEN.  ON
 GW2356'PROPERTY OWNED BY MR. DAVID NOTESTEIN, HOME PHONE 804-352-7678,
 GW2356'BUSINESS PHONE 804-352-8232.
 GW2356'
 GW2356'TO REACH THE STATION FROM THE CARVER PRICE HIGH SCHOOL IN APPOMATOX,
 GW2356'GO EASTERLY ON U. S. HIGHWAY 460 FOR 3.15 MILES TO A SIDE ROAD LEFT.
 GW2356'TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 634 FOR 1.05 MILES TO A
 GW2356'SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN
 GW2356'RIGHT AND GO EAST ON COUNTY ROAD 705 FOR 0.1 MILE TO A SIDE ROAD
 GW2356'LEFT.  TURN LEFT AND GO NORTH AND EASTERLY ON A GRAVEL ROAD FOR
 GW2356'0.1 MILE TO A FORK KEEP LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.25
 GW2356'MILE TO A FRAME HOUSE AND THE AZIMUTH MARK.) CONTINUE NORTH ON
 GW2356'COUNTY ROAD 632 FOR 0.45 MILE TO A GRAVEL DRIVEWAY LEFT.  TURN
 GW2356'LEFT AND GO NORTHWEST ON DRIVEWAY FOR 0.05 MILE TO A BRICK HOUSE.
 GW2356'TURN RIGHT AND GO NORTHEAST ACROSS A CLEARED AREA TO THE EDGE OF THE
 GW2356'WOODS AND THE STATION.
 GW2356'
 GW2356'STATION MARK, STAMPED FARREL 1941, IS A STANDARD DISK SET IN THE TOP
 GW2356'OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  THE 1941
 GW2356'DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.  THEY ARE 159.5
 GW2356'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 29 FEET SOUTH
 GW2356'OF A 10 INCH BLAZED PINE TREE AND 6 FEET SOUTHWEST OF A FENCE.
 GW2356'
 GW2356'REFERENCE MARK 3, STAMPED FARREL NO 3 1941, IS A STANDARD DISK SET IN
 GW2356'THE TOP OF A 12 SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 GW2356'74 FEET NORTHEAST OF THE FENCE, 21 FEET NORTH OF A 4 FOOT TALL
 GW2356'STUMP AND 6.5 FEET SOUTHWEST OF A 6 INCH BLAZED PINE TREE.
 GW2356'
 GW2356'REFERENCE MARK 4, STAMPED FARREL NO 4 1941, IS A STANDARD DISK SET
 GW2356'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 GW2356'IT IS 142 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE THAT IS
 GW2356'ATTACHED TO THE HOUSE, 107 FEET NORTHEAST OF A POWERLINE POLE
 GW2356'NUMBER M191 WITH A TRANSFORMER AND 74 FEET SOUTHEAST OF THE
 GW2356'NORTHEAST ONE OF THREE CEDAR TREES.
 GW2356'
 GW2356'AZIMUTH MARK, STAMPED FARREL 1941, IS A STANDARD DISK CEMENTED IN A
 GW2356'DRILL HOLE IN THE NORTHEAST CORNER OF AN OLD CONCRETE WELL CASING
 GW2356'THAT IS 8 FEET SQUARE WITH WALLS 2 FEET THICK AND IS FLUSH WITH THE
 GW2356'GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GW2356'THE HOUSE, 36 FEET WEST OF THE SOUTHEAST CORNER OF THE PORCH AND
 GW2356'28 FEET NORTH OF THE NORTHEAST CORNER OF A SHED.
 GW2356'
 GW2356'NO MEASUREMENT WAS MADE FROM RM 3 TO RM 4 DUE TO TREES AND BRUSH ON
 GW2356'LINE.
 GW2356'
 GW2356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 GW2356'NORTHEAST OF EVERGREEN.
 GW2356
 GW2356                          STATION RECOVERY (2005)
 GW2356
 GW2356'RECOVERY NOTE BY US POWER SQUADRON 2005 (JES)
 GW2356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5683 ***********************************************************************
 GV5683  DESIGNATION -  FARRINGTON
 GV5683  PID         -  GV5683
 GV5683  STATE/COUNTY-  VA/HANOVER
 GV5683  USGS QUAD   -  GLEN ALLEN (1994)
 GV5683
 GV5683                         *CURRENT SURVEY CONTROL
 GV5683  ___________________________________________________________________
 GV5683* NAD 83(1993)-  37 43 21.17719(N)    077 34 44.91784(W)     ADJUSTED  
 GV5683* NAVD 88     -       104.55   (+/-2cm)     343.0    (feet)  VERTCON   
 GV5683  ___________________________________________________________________
 GV5683  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GV5683  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 GV5683
 GV5683  HORZ ORDER  -  FIRST
 GV5683  VERT ORDER  -  THIRD ? (See Below)
 GV5683
 GV5683.The horizontal coordinates were established by classical geodetic methods
 GV5683.and adjusted by the National Geodetic Survey in November 1994..
 GV5683
 GV5683.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV5683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV5683.The vertical order pertains to the NGVD 29 superseded value.
 GV5683
 GV5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5683
 GV5683.The geoid height was determined by GEOID03.
 GV5683
 GV5683;                    North         East     Units Scale Factor Converg.
 GV5683;SPC VA S     - 1,154,566.610 3,581,180.668   MT  0.99996455   +0 33 32.0
 GV5683;SPC VA S     - 3,787,940.62 11,749,256.91   sFT  0.99996455   +0 33 32.0
 GV5683;UTM  18      - 4,178,163.477   272,688.121   MT  1.00023648   -1 34 43.3
 GV5683
 GV5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5683!SPC VA S     -   0.99998869  x   0.99996455  =   0.99995324
 GV5683!UTM  18      -   0.99998869  x   1.00023648  =   1.00022517
 GV5683
 GV5683:                Primary Azimuth Mark                     Grid Az
 GV5683:SPC VA S     -  RICHMOND WASHINGTON AWY BN 48B           051 36 54.0
 GV5683:UTM  18      -  RICHMOND WASHINGTON AWY BN 48B           053 45 09.3
 GV5683
 GV5683|---------------------------------------------------------------------|
 GV5683| PID    Reference Object                     Distance      Geod. Az  |
 GV5683|                                                           dddmmss.s |
 GV5683| GV5309 RICHMOND WASHINGTON AWY BN 48B      APPROX.23.1 KM 0521026.0 |
 GV5683| DC5341 FARRINGTON RM 1                      51.746 METERS 11225     |
 GV5683| DC5342 FARRINGTON RM 2                                    1265827.6 |
 GV5683| DC5343 FARRINGTON RM 3                      20.742 METERS 34629     |
 GV5683|---------------------------------------------------------------------|
 GV5683
 GV5683                          SUPERSEDED SURVEY CONTROL
 GV5683
 GV5683  NAD 83(1986)-  37 43 21.18300(N)    077 34 44.93653(W) AD(       ) 1
 GV5683  NAD 27      -  37 43 20.66300(N)    077 34 45.97900(W) AD(       ) 1
 GV5683  NGVD 29 (07/19/86)  104.84   (m)          344.0    (f) LEVELING    3  
 GV5683
 GV5683.Superseded values are not recommended for survey control.
 GV5683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5683.See file dsdata.txt to determine how the superseded data were derived.
 GV5683
 GV5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7268878163(NAD 83)
 GV5683_MARKER: DS = TRIANGULATION STATION DISK
 GV5683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5683+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 GV5683
 GV5683  HISTORY     - Date     Condition        Report By
 GV5683  HISTORY     - 1932     MONUMENTED       CGS
 GV5683  HISTORY     - 1939     GOOD             VAGS
 GV5683  HISTORY     - 1963     GOOD             AIRSUR
 GV5683  HISTORY     - 1990     GOOD             VADHT
 GV5683  HISTORY     - 19970212 GOOD             USPSQD
 GV5683  HISTORY     - 20020114 GOOD             USPSQD
 GV5683  HISTORY     - 20060218 GOOD             USPSQD
 GV5683
 GV5683                          STATION DESCRIPTION
 GV5683
 GV5683'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5683'STATION IS ABOUT 9 MILES SOUTHEAST OF MONTPELIER AND 12
 GV5683'MILES NORTH-NORTHWEST OF RICHMOND ON LAND OWNED BY MRS. JANE
 GV5683'SLOW (NEGRESS).  IT IS 48 FEET SOUTH-SOUTHWEST OF ROUTE 420,
 GV5683'88 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF A.J. MILLERS
 GV5683'HOUSE ON EAST SIDE OF ROUTE 420, AND 27 FEET WEST OF A 24-INCH
 GV5683'OAK TREE.
 GV5683'
 GV5683'TO REACH FROM DOWNTOWN RICHMOND BY BROAD STREET (ROUTE 41) GO
 GV5683'NORTHWEST ABOUT 3-1/2 MILES OR 0.8 MILE BEYOND POINT WHERE PAVEMENT
 GV5683'NARROWS TO JUNCTION WITH ROUTE 420, TURN RIGHT ON ROUTE 420
 GV5683'AND CONTINUE 8.6 MILES AND CROSS THE CHICKAHOMINY RIVER AT
 GV5683'COUNTY LINE, CONTINUE 3.4 MILES TO STATION AT TOP OF GRADE
 GV5683'ACROSS THE ROAD FROM A.J. MILLERS HOUSE.
 GV5683'
 GV5683'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 GV5683'
 GV5683'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5683'DISKS IN CONCRETE.
 GV5683'
 GV5683'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 120 FEET
 GV5683'SOUTHEAST OF THE SOUTH CORNER OF A.J. MILLERS HOUSE, 17 FEET
 GV5683'NORTHEAST OF THE CENTER LINE OF ROUTE 420, AND 42 FEET
 GV5683'NORTH-NORTHWEST OF THE NORTHWEST ONE OF TWO LARGE OAK TREES.
 GV5683'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 22 FEET
 GV5683'NORTHEAST OF THE CENTER LINE OF ROUTE 420, AND 4 FEET NORTHWEST
 GV5683'OF AN 18-INCH OAK TREE AT FENCE CORNER.  REFERENCE MARK NO. 3
 GV5683'IS NORTH OF THE STATION, 19 FEET WEST-SOUTHWEST OF THE CENTER
 GV5683'LINE OF ROUTE 420, 80 FEET WEST-NORTHWEST OF THE WEST CORNER
 GV5683'OF A.J. MILLERS HOUSE, AND 72 FEET NORTH-NORTHWEST OF A
 GV5683'24-INCH OAK TREE.
 GV5683
 GV5683                          STATION RECOVERY (1939)
 GV5683
 GV5683'RECOVERY NOTE BY VIRGINIA GEODETIC SURVEY 1939
 GV5683'ON APRIL 21, 1939 A PARTY OF THE VIRGINIA GEODETIC SURVEY
 GV5683'UNDER ROY L. SUTPHIN MOVED FARRINGTON R.M. 3 IN A STRAIGHT
 GV5683'LINE TO A DISTANCE OF 147.474 FEET FROM THE STATION.  A
 GV5683'NEW MONUMENT WAS POURED IN THE GROUND ACCORDING TO SPECIFICATIONS.
 GV5683'THE ALIGNMENT OF THE STATION, OLD REFERENCE MARK NO. 3, AND
 GV5683'NEW REFERENCE MARK NO. 3 WAS CHECKED BY THREE OBSERVERS,
 GV5683'USING VERY FINE SIGHTS.  THE ANGLE FROM NEW REFERENCE MARK
 GV5683'NO. 3 TO REFERENCE MARK NO. 2 IS 140 DEG 30 MIN, AND ITS
 GV5683'EXPLIMENT IS 219 DEG 30 MIN, REFERENCE MARK NO. 2 BEING
 GV5683'THE AZIMUTH MARK.
 GV5683'
 GV5683'THE FOLLOWING CORRECTIONS TO THE STATION DESCRIPTION SHOULD
 GV5683'BE MADE--THE STATION IS OPPOSITE THE HOME OF A.J. MILLS,
 GV5683'NOT A.J. MILLER.  THE STATION IS NOW ON THE EDGE OF THE
 GV5683'RIGHT-OF-WAY OF THE NEW ROAD.  THE STATION IS 27.6 FEET SW
 GV5683'OF THE CENTER LINE OF NEW HIGHWAY 33.  REFERENCE MARK NO. 1
 GV5683'IS 24 FEET NE OF THE CENTER OF LINE OF NEW ROUTE 33.  REFERENCE
 GV5683'MARK NO. 2 IS 43.6 FEET SE OF THE CENTER LINE OF NEW HIGHWAY
 GV5683'33.  REFERENCE MARK NO. 3 IS 60 FEET NE OF THE CENTER LINE
 GV5683'OF NEW HIGHWAY 33, AND IS 125 FEET NW OF THE HOME OF A.J.
 GV5683'MILLS, ON THE EDGE OF THE RIGHT-OF-WAY OF OLD ROUTE 33.
 GV5683'
 GV5683'THE STATION MARK AND ALL REFERENCE MARKS ARE IN GOOD CONDITION,
 GV5683'AND THEIR POSITION WILL PROBABLY BE SAFE FOR SEVERAL YEARS.
 GV5683'
 GV5683'THE STATION CAN EASILY BE FOUND BY DRIVING 16 MILES FROM
 GV5683'CAPITOL SQUARE IN RICHMOND ALONG HIGHWAY 33 TOWARD MONTPELIER.
 GV5683
 GV5683                          STATION RECOVERY (1963)
 GV5683
 GV5683'RECOVERY NOTE BY AIR SURVEY CORPORATION 1963
 GV5683'RECOVERED BY AIR SURVEY CORP
 GV5683'
 GV5683'STATION WAS RECOVERED IN GOOD CONDITION.
 GV5683
 GV5683                          STATION RECOVERY (1990)
 GV5683
 GV5683'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1990 (JLS)
 GV5683'RECOVERED IN GOOD CONDITION.
 GV5683
 GV5683                          STATION RECOVERY (1997)
 GV5683
 GV5683'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV5683'RECOVERED IN GOOD CONDITION.
 GV5683
 GV5683                          STATION RECOVERY (2002)
 GV5683
 GV5683'RECOVERY NOTE BY US POWER SQUADRON 2002 (WW)
 GV5683'RECOVERED IN GOOD CONDITION.
 GV5683
 GV5683                          STATION RECOVERY (2006)
 GV5683
 GV5683'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV5683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5052 ***********************************************************************
 HV5052  DESIGNATION -  FARRS
 HV5052  PID         -  HV5052
 HV5052  STATE/COUNTY-  VA/FAIRFAX
 HV5052  USGS QUAD   -  OCCOQUAN (1994)
 HV5052
 HV5052                         *CURRENT SURVEY CONTROL
 HV5052  ___________________________________________________________________
 HV5052* NAD 83(1993)-  38 44 31.17178(N)    077 19 53.68338(W)     ADJUSTED  
 HV5052* NAVD 88     -       110.399  (meters)     362.20   (feet)  ADJUSTED  
 HV5052  ___________________________________________________________________
 HV5052  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HV5052  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV5052  DYNAMIC HT  -         110.337 (meters)     362.00  (feet)  COMP
 HV5052  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 HV5052
 HV5052  HORZ ORDER  -  FIRST
 HV5052  VERT ORDER  -  THIRD
 HV5052
 HV5052.The horizontal coordinates were established by classical geodetic methods
 HV5052.and adjusted by the National Geodetic Survey in November 1994..
 HV5052
 HV5052.The orthometric height was determined by differential leveling
 HV5052.and adjusted by the National Geodetic Survey in September 2004..
 HV5052
 HV5052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5052
 HV5052.The geoid height was determined by GEOID03.
 HV5052
 HV5052.The dynamic height is computed by dividing the NAVD 88
 HV5052.geopotential number by the normal gravity value computed on the
 HV5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5052.degrees latitude (g = 980.6199 gals.).
 HV5052
 HV5052.The modeled gravity was interpolated from observed gravity values.
 HV5052
 HV5052;                    North         East     Units Scale Factor Converg.
 HV5052;SPC VA N     - 2,120,006.576 3,601,574.947   MT  0.99995074   +0 43 45.2
 HV5052;SPC VA N     - 6,955,388.24 11,816,167.14   sFT  0.99995074   +0 43 45.2
 HV5052;UTM  18      - 4,290,726.881   297,361.087   MT  1.00010568   -1 27 34.7
 HV5052
 HV5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5052!SPC VA N     -   0.99998769  x   0.99995074  =   0.99993843
 HV5052!UTM  18      -   0.99998769  x   1.00010568  =   1.00009337
 HV5052
 HV5052:                Primary Azimuth Mark                     Grid Az
 HV5052:SPC VA N     -  FAIRFAX STA RAD STA WEZR MAST            001 17 33.0
 HV5052:UTM  18      -  FAIRFAX STA RAD STA WEZR MAST            003 28 52.9
 HV5052
 HV5052|---------------------------------------------------------------------|
 HV5052| PID    Reference Object                     Distance      Geod. Az  |
 HV5052|                                                           dddmmss.s |
 HV5052| HV5197 FAIRFAX STA RAD STA WEZR MAST       APPROX. 5.1 KM 0020118.2 |
 HV5052| HV5199 FAIRFAX STA FAA MICROWAVE           APPROX. 5.1 KM 0023621.5 |
 HV5052| HV9056 FARRS RM 3                           36.900 METERS 00902     |
 HV5052| DC6267 FARRS RM 1                           20.014 METERS 22543     |
 HV5052| HV9055 FARRS AZ MK                         310.727 METERS 24448     |
 HV5052| DC6268 FARRS RM 2                           21.770 METERS 33208     |
 HV5052|---------------------------------------------------------------------|
 HV5052
 HV5052                          SUPERSEDED SURVEY CONTROL
 HV5052
 HV5052  NAD 83(1993)-  38 44 31.17021(N)    077 19 53.68945(W) AD(       ) 1
 HV5052  NAD 83(1986)-  38 44 31.17084(N)    077 19 53.69645(W) AD(       ) 1
 HV5052  NAD 27      -  38 44 30.76041(N)    077 19 54.74668(W) AD(       ) 1
 HV5052  NGVD 29 (07/19/86)  110.8    (m)          364.     (f) VERT ANG       
 HV5052
 HV5052.Superseded values are not recommended for survey control.
 HV5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5052.See file dsdata.txt to determine how the superseded data were derived.
 HV5052
 HV5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9736190727(NAD 83)
 HV5052_MARKER: DS = TRIANGULATION STATION DISK
 HV5052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5052_SP_SET: SQUARE CONCRETE MONUMENT
 HV5052_STAMPING: FARRS 1958
 HV5052_MARK LOGO: CGS   
 HV5052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5052+STABILITY: SURFACE MOTION
 HV5052
 HV5052  HISTORY     - Date     Condition        Report By
 HV5052  HISTORY     - 1958     MONUMENTED       CGS
 HV5052  HISTORY     - 1958     GOOD             CGS
 HV5052  HISTORY     - 1969     GOOD             USA
 HV5052  HISTORY     - 1969     GOOD             CGS
 HV5052  HISTORY     - 1975     GOOD             VA-059
 HV5052  HISTORY     - 19920120 GOOD             MSI
 HV5052
 HV5052                          STATION DESCRIPTION
 HV5052
 HV5052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV5052'THE STATION IS APPROXIMATELY 7-1/2 MILES SOUTH-SOUTHWEST OF
 HV5052'FAIRFAX, 1-1/2 MILES NORTH OF OCCOQUAN CREEK AND 1/2 MILE EAST
 HV5052'OF FARRS CORNER, IN THE SOUTH ANGLE OF INTERSECTION OF COUNTY
 HV5052'HIGHWAYS 647 AND 643 ON THE PROPERTY OF MR. ROLAND H. HARRIS.
 HV5052'
 HV5052'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 236 IN
 HV5052'FAIRFAX, GO SOUTH ON STATE HIGHWAY 123 FOR 4.7 MILES TO TRIPLE ROAD
 HV5052'FORKS, KEEP LEFT ON HIGHWAY 123 AND SOUTHEAST FOR 2.45 MILES
 HV5052'TO A SIDE ROAD RIGHT, TURN RIGHT ON DIRT AND GRAVEL ROAD
 HV5052'(643) AND GO 1.95 MILES TO THE HARRIS LUMBER CO. SAWMILL
 HV5052'ON LEFT, CONTINUE 0.05 TO SIDE ROAD LEFT (647) AND STATION
 HV5052'IN THE SOUTH ANGLE OF ROAD JUNCTION.
 HV5052'
 HV5052'STATION MARKS ARE STANDARD DISKS STAMPED FARRS 1958.  THE
 HV5052'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV5052'SURFACE OF THE GROUND.  IT IS 86 FEET SOUTHEAST OF CENTER
 HV5052'OF PAVED ROAD 643, 62 FEET SOUTHWEST OF CENTER OF PAVED ROAD
 HV5052'647 AND 33 FEET NORTHEAST OF DIM TRACK ROAD.  THE UNDERGROUND
 HV5052'DISK IS SET IN A MASS OF CONCRETE 28 INCHES BELOW THE SURFACE
 HV5052'OF THE GROUND.
 HV5052'
 HV5052'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FARRS NO 1 1958,
 HV5052'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV5052'GROUND.  IT IS 26 FEET WEST-SOUTHWEST OF DIM TRACK ROAD AND
 HV5052'75 FEET SOUTH-SOUTHEAST OF PAVED ROAD 643.
 HV5052'
 HV5052'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FARRS NO 2 1958,
 HV5052'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HV5052'GROUND.  IT IS 24 FEET SOUTH-SOUTHEAST OF CENTER OF PAVED
 HV5052'ROAD 643 AND 38 FEET WEST-SOUTHWEST OF CENTER OF PAVED
 HV5052'ROAD 647.
 HV5052'
 HV5052'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARRS 1958, SET
 HV5052'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HV5052'IT IS 1 FOOT SOUTH OF TELEPHONE LINE POLE, 33 FEET NORTHWEST
 HV5052'OF PAVED ROAD 643, 35 FEET EAST-NORTHEAST OF LANE AND 17 FEET
 HV5052'NORTHWEST OF THE SOUTHWEST FENCE CORNER.  A STANDARD WITNESS
 HV5052'POST WAS SET 1 FOOT SOUTH-SOUTHEAST OF THE MARK.
 HV5052'
 HV5052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 HV5052'ON 643 FOR 0.2 MILE TO LANE ON RIGHT AND THE AZIMUTH MARK ON
 HV5052'RIGHT.
 HV5052'
 HV5052'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HV5052
 HV5052                          STATION RECOVERY (1958)
 HV5052
 HV5052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HV5052'RECOVERED IN GOOD CONDITION.
 HV5052
 HV5052                          STATION RECOVERY (1969)
 HV5052
 HV5052'RECOVERY NOTE BY US ARMY 1969 (TPC)
 HV5052'STATION IS MARKED WITH A USC AND GS DISK STAMPED FARRS 1958,
 HV5052'AND SET IN A CONCRETE POST 6 INCHES BELOW THE SURFACE.  IT IS
 HV5052'86 FEET SE OF CENTER OF RT 642 AND 62 FEET SW OF RT 647
 HV5052'AND 33 FEET NE OF DIM TRACK ROAD.
 HV5052'
 HV5052'R.M. 1 WAS NOT FOUND.  R.M. 2 WAS FOUND PUSHED OUT OF GROUND.
 HV5052'
 HV5052'TO REACH FROM THE JUNCTION OF ST HWY 123 AND 236 IN FAIRFAX,
 HV5052'GO S ON RT 123 FOR 4.7 MILES TO TRIPLE ROAD FORKS, KEEP LEFT
 HV5052'ON 123 FOR 2.45 MILES TO DIRT ROAD ON RIGHT.  TURN RIGHT ON
 HV5052'DIRT RT 643 AND GO 2.0 MILES TO ROAD JUNCTION WITH RT 647
 HV5052'ON LEFT.  STATION IS IN SW ANGLE OF JUNCTION.
 HV5052
 HV5052                          STATION RECOVERY (1969)
 HV5052
 HV5052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5052'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HV5052'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED
 HV5052'AND A REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A NEW
 HV5052'DESCRIPTION.
 HV5052'
 HV5052'THE STATION IS ABOUT 8 MILES WEST-SOUTHWEST OF SPRINGFIELD, 7-1/2
 HV5052'MILES SOUTH OF FAIRFAX, 6-1/2 MILES WEST-NORTHWEST OF LORTON, IN THE
 HV5052'SOUTH ANGLE OF THE INTERSECTION OF COUNTY ROADS 647 AND 643, ON
 HV5052'PROPERTY OF ROLAND HARRIS.
 HV5052'
 HV5052'TO REACH THE STATION FROM THE POST OFFICE IN LORTON, GO WESTERLY ON
 HV5052'COUNTY ROAD 642 FOR 2.25 MILES TO A FORK AND COUNTY ROAD 611, TAKE
 HV5052'RIGHT FORK AND GO NORTHWEST ON COUNTY ROAD 611 FOR 0.9 MILE TO THE
 HV5052'JUNCTION WITH STATE HIGHWAY 123.  TURN RIGHT AND CONTINUE
 HV5052'NORTHERLY ON HIGHWAY 123 FOR 1.2 MILES TO COUNTY ROAD 647 ON THE
 HV5052'LEFT, TURN LEFT AND GO WESTERLY ON COUNTY ROAD 647 FOR 5.55
 HV5052'MILES TO THE JUNCTION WITH COUNTY ROAD 643 AND THE STATION.
 HV5052'
 HV5052'STATION MARK IS A STANDARD DISK, STAMPED FARRS 1958, SET IN THE TOP
 HV5052'OF A 10 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND
 HV5052'SURFACE.  IT IS 87.0 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 HV5052'ROAD 643, 62.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 647
 HV5052'AND 4.4 FEET WEST OF A WITNESS POST.
 HV5052'
 HV5052'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARRS NO 1 1958, SET
 HV5052'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 HV5052'GROUND SURFACE.  IT IS 76.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 HV5052'OF COUNTY ROAD 643 AND ABOUT THE SAME ELEVATION AS THE STATION.
 HV5052'
 HV5052'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FARRS 1958 NO 3 1969,
 HV5052'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HV5052'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40.0 FEET SOUTHEAST
 HV5052'OF THE CENTERLINE OF 643, 33.0 FEET NORTHEAST OF THE CENTERLINE
 HV5052'OF 647, 1.5 FEET WEST OF POWER LINE POLE NUMBER 14 AND ABOUT 1
 HV5052'FOOT LOWER IN ELEVATION THAN THE STATION.
 HV5052'
 HV5052'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARRS 1958, SET IN THE
 HV5052'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 HV5052'WITH THE GROUND SURFACE.  IT IS 34.0 FEET NORTHEAST OF THE
 HV5052'CENTERLINE OF A DRIVEWAY, 35.5 FEET NORTHWEST OF THE CENTERLINE OF
 HV5052'COUNTY ROAD 643, 17.0 FEET NORTHWEST OF A FENCE CORNER POST
 HV5052'AND 1.6 FEET SOUTHEAST OF A TELEPHONE LINE POLE WITH A WITNESS
 HV5052'POST SIGN ATTACHED.  TO REACH THE MARK FROM THE STATION,
 HV5052'GO SOUTH ON COUNTY ROAD 643 FOR 0.2 MILE TO THE MARK ON THE
 HV5052'RIGHT.
 HV5052'
 HV5052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES SOUTH
 HV5052'OF FAIRFAX.
 HV5052
 HV5052                          STATION RECOVERY (1975)
 HV5052
 HV5052'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV5052'THE STATION MARK, AZIMUTH MARK AND RM-3 WERE RECOVERED IN GOOD
 HV5052'CONDITON. RM 1 WAS NOT SEARCHED FOR AT THIS TIME. SEE FAIRFAX COUNTY
 HV5052'TAX MAP 96-1.
 HV5052
 HV5052                          STATION RECOVERY (1992)
 HV5052
 HV5052'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5052'THE STATION IS ABOUT 8 MILES (12.9 KM) WEST-SOUTHWEST OF SPRINGFIELD,
 HV5052'7.5 MILES (12.1 KM) SOUTH OF FAIRFAX, 6.5 MILES (10.5 KM)
 HV5052'WEST-NORTHWEST OF LORTON, IN THE SOUTH ANGLE OF THE INTERSECTION OF
 HV5052'COUNTY ROADS 647 AND 643, ON PROPERTY OF ROLAND HARRIS.  TO REACH THE
 HV5052'STATION FROM THE POST OFFICE IN LORTON, GO WESTERLY ON COUNTY ROAD
 HV5052'642 FOR 2.25 MILES (3.62 KM) TO A FORK AND COUNTY ROAD 611, TAKE
 HV5052'RIGHT FORK AND GO NORTHWEST ON COUNTY ROAD 611 FOR 0.9 MILE (1.4 KM)
 HV5052'TO THE JUNCTION WITH STATE HIGHWAY 123.  TURN RIGHT AND CONTINUE
 HV5052'NORTHERLY ON HIGHWAY 123 FOR 1.2 MILES (1.9 KM) TO COUNTY ROAD 647 ON
 HV5052'THE LEFT, TURN LEFT AND GO WESTERLY ON COUNTY ROAD 647 FOR 5.55 MILES
 HV5052'(8.93 KM) TO THE JUNCTION WITH COUNTY ROAD 643, IN TOP OF A 10 INCH
 HV5052'SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 HV5052'87.0 FEET (26.5 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 643,
 HV5052'62.5 FEET (19.1 M) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 647 AND
 HV5052'4.4 FEET (1.3 M) WEST OF A WITNESS POST.  SEE FAIRFAX COUNTY TAX MAP
 HV5052'96-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9055 ***********************************************************************
 HV9055  DESIGNATION -  FARRS AZ MK
 HV9055  PID         -  HV9055
 HV9055  STATE/COUNTY-  VA/FAIRFAX
 HV9055  USGS QUAD   -  OCCOQUAN (1994)
 HV9055
 HV9055                         *CURRENT SURVEY CONTROL
 HV9055  ___________________________________________________________________
 HV9055* NAD 83(1993)-  38 44 26.88016(N)    077 20 05.32456(W)     ADJUSTED  
 HV9055* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 HV9055  ___________________________________________________________________
 HV9055  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HV9055  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV9055
 HV9055  HORZ ORDER  -  SECOND
 HV9055
 HV9055.The horizontal coordinates were established by classical geodetic methods
 HV9055.and adjusted by the National Geodetic Survey in November 1994..
 HV9055
 HV9055.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9055
 HV9055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9055
 HV9055.The geoid height was determined by GEOID03.
 HV9055
 HV9055;                    North         East     Units Scale Factor Converg.
 HV9055;SPC VA N     - 2,119,870.683 3,601,295.528   MT  0.99995069   +0 43 38.0
 HV9055;SPC VA N     - 6,954,942.40 11,815,250.41   sFT  0.99995069   +0 43 38.0
 HV9055;UTM  18      - 4,290,601.739   297,076.638   MT  1.00010710   -1 27 41.8
 HV9055
 HV9055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9055!SPC VA N     -   0.99998751  x   0.99995069  =   0.99993820
 HV9055!UTM  18      -   0.99998751  x   1.00010710  =   1.00009461
 HV9055
 HV9055                          SUPERSEDED SURVEY CONTROL
 HV9055
 HV9055  NAD 83(1993)-  38 44 26.87860(N)    077 20 05.33063(W) AD(       ) 2
 HV9055  NAD 83(1986)-  38 44 26.87925(N)    077 20 05.33766(W) AD(       ) 2
 HV9055  NGVD 29 (01/12/90)  111.8    (m)          367.     (f) VERT ANG       
 HV9055
 HV9055.Superseded values are not recommended for survey control.
 HV9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9055.See file dsdata.txt to determine how the superseded data were derived.
 HV9055
 HV9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9707790602(NAD 83)
 HV9055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV9055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV9055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9055+STABILITY: SURFACE MOTION
 HV9055
 HV9055  HISTORY     - Date     Condition        Report By
 HV9055  HISTORY     - UNK      MONUMENTED
 HV9055  HISTORY     - 1975     GOOD             VA-059
 HV9055  HISTORY     - 20050326 GOOD             GEOCAC
 HV9055
 HV9055                          STATION DESCRIPTION
 HV9055
 HV9055'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV9055'THE AZIMUTH MARK, THE PRIME STATION AND RM-3 WERE ALL RECOVERED IN
 HV9055'GOOD CONDITION. SEE FAIRFAX COUNTY TAX MAP 95-2, REVISED TO 1-1-76.
 HV9055
 HV9055                          STATION RECOVERY (2005)
 HV9055
 HV9055'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 HV9055'SEE DATASHEET FOR STATION FARRS (HV5052) FOR EARLIER DESCRIPTION.
 HV9055' 
 HV9055'STATION FOUND BETWEEN THE ROAD AND A PAIR OF POWER POLES IMMEDIATELY
 HV9055'ADJACENT TO EACH OTHER.  THE PAIR OF POLES CAN BE SEEN FROM THE ROAD.
 HV9055' 
 HV9055' 
 HV9055'STATION IS ABOUT 10 INCHES SOUTHEAST OF POLE 46, WHICH IS THE OLDER OF
 HV9055'THE TWO POLES AND WHICH HAS A STANDARD STEEL WITNESS POST SIGN
 HV9055'ATTACHED TO IT. STATION IS ALSO ABOUT 15 INCHES SOUTH-SOUTHWEST OF
 HV9055'POLE X175, THE NEWER POLE. THE STATION IS ACROSS THE ROAD AND DIRECTLY
 HV9055'OPPOSITE THE MAILBOX FOR HOUSE 11225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9056 ***********************************************************************
 HV9056  DESIGNATION -  FARRS RM 3
 HV9056  PID         -  HV9056
 HV9056  STATE/COUNTY-  VA/FAIRFAX
 HV9056  USGS QUAD   -  OCCOQUAN (1994)
 HV9056
 HV9056                         *CURRENT SURVEY CONTROL
 HV9056  ___________________________________________________________________
 HV9056* NAD 83(1993)-  38 44 32.35361(N)    077 19 53.44366(W)     ADJUSTED  
 HV9056* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 HV9056  ___________________________________________________________________
 HV9056  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HV9056  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HV9056
 HV9056  HORZ ORDER  -  SECOND
 HV9056
 HV9056.The horizontal coordinates were established by classical geodetic methods
 HV9056.and adjusted by the National Geodetic Survey in November 1994..
 HV9056.No horizontal observational check was made to the station.
 HV9056
 HV9056.The orthometric height was scaled from a topographic map.
 HV9056
 HV9056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9056
 HV9056.The geoid height was determined by GEOID03.
 HV9056
 HV9056;                    North         East     Units Scale Factor Converg.
 HV9056;SPC VA N     - 2,120,043.088 3,601,580.272   MT  0.99995075   +0 43 45.4
 HV9056;SPC VA N     - 6,955,508.03 11,816,184.61   sFT  0.99995075   +0 43 45.4
 HV9056;UTM  18      - 4,290,763.168   297,367.803   MT  1.00010564   -1 27 34.6
 HV9056
 HV9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9056!SPC VA N     -   0.99998831  x   0.99995075  =   0.99993906
 HV9056!UTM  18      -   0.99998831  x   1.00010564  =   1.00009395
 HV9056
 HV9056                          SUPERSEDED SURVEY CONTROL
 HV9056
 HV9056  NAD 83(1993)-  38 44 32.35203(N)    077 19 53.44973(W) AD(       ) 2
 HV9056  NAD 83(1986)-  38 44 32.35268(N)    077 19 53.45672(W) AD(       ) 2
 HV9056
 HV9056.Superseded values are not recommended for survey control.
 HV9056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9056.See file dsdata.txt to determine how the superseded data were derived.
 HV9056
 HV9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9736890763(NAD 83)
 HV9056_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV9056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV9056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9056+STABILITY: SURFACE MOTION
 HV9056
 HV9056  HISTORY     - Date     Condition        Report By
 HV9056  HISTORY     - UNK      MONUMENTED
 HV9056  HISTORY     - 1976     GOOD             VA-059
 HV9056
 HV9056                          STATION DESCRIPTION
 HV9056
 HV9056'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1976 (EYB)
 HV9056'STATION WAS RECOVERED IN GOOD CONDITION AND THE ORIGINAL DESCRIPTION
 HV9056'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4819 ***********************************************************************
 GV4819  DESIGNATION -  FATHOM
 GV4819  PID         -  GV4819
 GV4819  STATE/COUNTY-  VA/KING WILLIAM
 GV4819  USGS QUAD   -  WEST POINT (1986)
 GV4819
 GV4819                         *CURRENT SURVEY CONTROL
 GV4819  ___________________________________________________________________
 GV4819* NAD 83(1993)-  37 34 06.83029(N)    076 47 45.05453(W)     ADJUSTED  
 GV4819* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4819  ___________________________________________________________________
 GV4819  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GV4819  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 GV4819
 GV4819  HORZ ORDER  -  THIRD
 GV4819
 GV4819.The horizontal coordinates were established by classical geodetic methods
 GV4819.and adjusted by the National Geodetic Survey in November 1994..
 GV4819
 GV4819.The orthometric height was scaled from a topographic map.
 GV4819
 GV4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4819
 GV4819.The geoid height was determined by GEOID03.
 GV4819
 GV4819;                    North         East     Units Scale Factor Converg.
 GV4819;SPC VA S     - 1,138,439.377 3,650,536.990   MT  0.99995154   +1 02 03.5
 GV4819;SPC VA S     - 3,735,029.86 11,976,803.44   sFT  0.99995154   +1 02 03.5
 GV4819;UTM  18      - 4,159,463.762   341,403.347   MT  0.99990983   -1 05 42.6
 GV4819
 GV4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4819!SPC VA S     -   1.00000548  x   0.99995154  =   0.99995702
 GV4819!UTM  18      -   1.00000548  x   0.99990983  =   0.99991530
 GV4819
 GV4819:                Primary Azimuth Mark                     Grid Az
 GV4819:SPC VA S     -  CHIMNEY BY STA NEAR BLOND                045 07 36.9
 GV4819:UTM  18      -  CHIMNEY BY STA NEAR BLOND                047 15 23.0
 GV4819
 GV4819|---------------------------------------------------------------------|
 GV4819| PID    Reference Object                     Distance      Geod. Az  |
 GV4819|                                                           dddmmss.s |
 GV4819| GV4803 CHIMNEY BY STA NEAR BLOND           APPROX. 0.8 KM 0460940.4 |
 GV4819| DC9406 FATHOM RM                            20.816 METERS 11506     |
 GV4819| GV4829 HOUSE ABOVE STA EAST CHIMNEY        APPROX. 1.8 KM 1151907.1 |
 GV4819| GV4855 PLEASANT                            APPROX. 2.5 KM 3253330.9 |
 GV4819|---------------------------------------------------------------------|
 GV4819
 GV4819                          SUPERSEDED SURVEY CONTROL
 GV4819
 GV4819  NAD 83(1986)-  37 34 06.83172(N)    076 47 45.07060(W) AD(       ) 3
 GV4819  NAD 27      -  37 34 06.31200(N)    076 47 46.21400(W) AD(       ) 3
 GV4819
 GV4819.Superseded values are not recommended for survey control.
 GV4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4819.See file dsdata.txt to determine how the superseded data were derived.
 GV4819
 GV4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4140359464(NAD 83)
 GV4819_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GV4819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4819_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4819
 GV4819  HISTORY     - Date     Condition        Report By
 GV4819  HISTORY     - 1911     MONUMENTED       CGS
 GV4819  HISTORY     - 1918     GOOD             CGS
 GV4819  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 GV4819  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4819
 GV4819                          STATION DESCRIPTION
 GV4819
 GV4819'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4819'STATION IS A TRIPOD AND SCAFFOLD SIGNAL ON THE RIGHT BANK OF
 GV4819'THE MATTAPONI RIVER GOING DOWN, ABOVE THE CHAIN FERRY ABOVE
 GV4819'WEST POINT, OPPOSITE AND 200 METERS ABOVE STATION NEAR, 60 METERS
 GV4819'BELOW MOUTH OF A CREEK RUNNING BACK THROUGH THE MARSH, 7
 GV4819'METERS BACK FROM HIGH WATER AND EDGE OF TALL GRASS ON A
 GV4819'PRETTY HARD MARSH ABOUT 6 INCHES ABOVE HIGH WATER.
 GV4819'
 GV4819'LONE CHIMNEY OF RED-ROOFED DWELLING 1-1/4 MILES UP THE RIVER ON
 GV4819'OPPOSITE SIDE BEARING 33 DEG 41 MIN 06.5 SEC TO RIGHT OF
 GV4819'STATION PLEASURE.
 GV4819'
 GV4819'LONE CHIMNEY NEAR STATION NEAR BEARING 80 DEG 36 MIN 11.8
 GV4819'SEC TO RIGHT OF STATION PLEASURE.
 GV4819'
 GV4819'CENTER OF LARGE RED-ROOFED DWELLING 3/4 MILE BELOW ON OPPOSITE
 GV4819'SIDE BEARING 121 DEG 33 MIN 05 SEC TO RIGHT OF STATION PLEASURE.
 GV4819'
 GV4819'STATION IS MARKED BY IRON PIPE 3 FEET LONG SET IN CEMENT
 GV4819'PROJECTING 10 INCHES ABOVE SURFACE AND MOUNTED BY A REGULATION
 GV4819'BRASS CAP.
 GV4819'
 GV4819'REFERENCE MARK NO. 1 IS STAKE WITH NAIL COVERED WITH MOUND
 GV4819'AND SURROUNDED BY MOAT, DISTANT 20.816 METERS ON LINE 149
 GV4819'DEG 32 MIN 17.8 SEC TO RIGHT OF STATION PLEASURE.
 GV4819
 GV4819                          STATION RECOVERY (1918)
 GV4819
 GV4819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4819'STATION RECOVERED AS DESCRIBED.  MARKED BY AN IRON PIPE SET IN
 GV4819'CEMENT, CAPPED BY A STANDARD DISK MARK.
 GV4819'
 GV4819'NO REFERENCE MARK FOUND.
 GV4819
 GV4819                          STATION RECOVERY (1999)
 GV4819
 GV4819'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV4819'MARK NOT FOUND.
 GV4819
 GV4819                          STATION RECOVERY (2003)
 GV4819
 GV4819'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV4819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5479 ***********************************************************************
 HV5479  DESIGNATION -  FAUNCE USE 1959
 HV5479  PID         -  HV5479
 HV5479  STATE/COUNTY-  VA/STAFFORD
 HV5479  USGS QUAD   -  PASSAPATANZY (1982)
 HV5479
 HV5479                         *CURRENT SURVEY CONTROL
 HV5479  ___________________________________________________________________
 HV5479* NAD 83(1993)-  38 21 17.93805(N)    077 17 16.75010(W)     ADJUSTED  
 HV5479* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5479  ___________________________________________________________________
 HV5479  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HV5479  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HV5479
 HV5479  HORZ ORDER  -  THIRD
 HV5479
 HV5479.The horizontal coordinates were established by classical geodetic methods
 HV5479.and adjusted by the National Geodetic Survey in November 1994..
 HV5479
 HV5479.The orthometric height was scaled from a topographic map.
 HV5479
 HV5479.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5479
 HV5479.The geoid height was determined by GEOID03.
 HV5479
 HV5479;                    North         East     Units Scale Factor Converg.
 HV5479;SPC VA N     - 2,077,100.854 3,605,931.525   MT  0.99995882   +0 45 23.2
 HV5479;SPC VA N     - 6,814,621.72 11,830,460.34   sFT  0.99995882   +0 45 23.2
 HV5479;SPC MD       -    76,445.769   374,828.155   MT  0.99999089   -0 10 50.7
 HV5479;SPC MD       -   250,805.83  1,229,748.71   sFT  0.99999089   -0 10 50.7
 HV5479;UTM  18      - 4,247,679.994   300,080.766   MT  1.00009224   -1 25 12.9
 HV5479
 HV5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5479!SPC VA N     -   1.00000500  x   0.99995882  =   0.99996382
 HV5479!SPC MD       -   1.00000500  x   0.99999089  =   0.99999589
 HV5479!UTM  18      -   1.00000500  x   1.00009224  =   1.00009725
 HV5479
 HV5479:                Primary Azimuth Mark                     Grid Az
 HV5479:SPC VA N     -  TANZY 3                                  141 20 59.6
 HV5479:SPC MD       -  TANZY 3                                  142 17 13.5
 HV5479:UTM  18      -  TANZY 3                                  143 31 35.7
 HV5479
 HV5479|---------------------------------------------------------------------|
 HV5479| PID    Reference Object                     Distance      Geod. Az  |
 HV5479|                                                           dddmmss.s |
 HV5479| HV5482 TANZY 3                             APPROX. 3.1 KM 1420622.8 |
 HV5479|---------------------------------------------------------------------|
 HV5479
 HV5479                          SUPERSEDED SURVEY CONTROL
 HV5479
 HV5479  NAD 83(1993)-  38 21 17.94037(N)    077 17 16.75792(W) AD(       ) 3
 HV5479  NAD 83(1986)-  38 21 17.93867(N)    077 17 16.76026(W) AD(       ) 3
 HV5479  NAD 27      -  38 21 17.49700(N)    077 17 17.83700(W) AD(       ) 3
 HV5479
 HV5479.Superseded values are not recommended for survey control.
 HV5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5479.See file dsdata.txt to determine how the superseded data were derived.
 HV5479
 HV5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0008147680(NAD 83)
 HV5479_MARKER: DD = SURVEY DISK
 HV5479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5479+STABILITY: SURFACE MOTION
 HV5479
 HV5479  HISTORY     - Date     Condition        Report By
 HV5479  HISTORY     - 1958     MONUMENTED       USE
 HV5479  HISTORY     - 1959     GOOD             CGS
 HV5479  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV5479  HISTORY     - 1976     SEE DESCRIPTION  NGS
 HV5479  HISTORY     - 19910101 MARK NOT FOUND   MDDNR
 HV5479
 HV5479                          STATION DESCRIPTION
 HV5479
 HV5479'DESCRIBED BY US ENGINEERS 1958 (JPR)
 HV5479'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF THE POTOMAC RIVER,
 HV5479'AT MARLBORO POINT.
 HV5479'
 HV5479'TO REACH STATION FROM BROOKS, VA. GO EAST ON VA. 608 FOR
 HV5479'3.7 MILES TO VA. 621 RIGHT, TAKE VA. 621, 2.8 MILES TO THE
 HV5479'END OF STATEROAD AND STATION APPROXIMATELY 80 FEET ON LEFT.
 HV5479'
 HV5479'THE STATION IS 15 FEET SOUTHEAST OF THE BLUFF LINE, AND
 HV5479'85 FEET NORTHWEST OF A GARAGE, A STANDARD CORPS OF ENGINEERS,
 HV5479'U.S. ARMY DISK, STAMPED FAUNCE, 1957 USAERDL.  REFERENCE
 HV5479'MARK NO. 1, A STANDARD CORPS OF ENGINEERS, U.S. ARMY DISK,
 HV5479'STAMPED FAUNCE, 1957 IS AT THE SOUTHWEST CORNER OF A GARAGE.
 HV5479
 HV5479                          STATION RECOVERY (1959)
 HV5479
 HV5479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5479'STATION AND R.M. 1 RECOVERED AS DESCRIBED AND FOUND TO BE IN
 HV5479'GOOD CONDITION.  DISTANCE AND DIRECTION TO R.M. 1 CHECKED.
 HV5479'ORIGINAL DESCRIPTION ADEQUATE WITH THE ADDITION THAT THE
 HV5479'MARK IS ON THE PROPERTY OF MR. FAUNCE WHO LIVES IN A CREME-COLORED
 HV5479'HOUSE SOUTH OF THE STATION, STATION IS ATOP THE EXPOSED
 HV5479'CLAY BLUFF THAT IS ABOUT 200 YARDS NORTH OF MARLBOROUGH PT. AND
 HV5479'A FISHERMANS SHACK IS ABOUT 50 YARDS SOUTH OF MR. FAUNCES
 HV5479'HOUSE AND ON THE BEACH WHERE ONE CAN LAND IN RECOVERING
 HV5479'THE STATION.
 HV5479
 HV5479                          STATION RECOVERY (1972)
 HV5479
 HV5479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5479'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE
 HV5479'TO THE STATION MARK FROM THE REFERENCE MARK INDICATES THE STATION
 HV5479'MARK HAS BEEN LOST TO EROSION.
 HV5479
 HV5479                          STATION RECOVERY (1976)
 HV5479
 HV5479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HV5479'REFERENCE MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HV5479'CONDITION.  THE STATION MARK WAS FOUND ON THE BEACH PRESUMABLY
 HV5479'FALLEN FROM THE ERODED BLUFF.  THE STATION DISK WAS RECLAIMED AT
 HV5479'THIS TIME.
 HV5479'
 HV5479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 HV5479'OF BROOKS.
 HV5479
 HV5479                          STATION RECOVERY (1991)
 HV5479
 HV5479'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (JLW)
 HV5479'NOT RECOVERED - THE HOUSE AND THE GARAGE ARE GONE, LOCAL RESIDENTS
 HV5479'STATE THAT BOTH HAVE WASHED OVER THE BANK.  THERE IS NOW CONCRETE
 HV5479'SEAWALL AT THIS LOCALITY.  IN QUAD 3807724-20005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9028 ***********************************************************************
 HV9028  DESIGNATION -  FAUQUIER PW CO LINE
 HV9028  PID         -  HV9028
 HV9028  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9028  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV9028
 HV9028                         *CURRENT SURVEY CONTROL
 HV9028  ___________________________________________________________________
 HV9028* NAD 83(1993)-  38 49 25.71989(N)    077 42 19.12645(W)     ADJUSTED  
 HV9028* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 HV9028  ___________________________________________________________________
 HV9028  X           -   1,059,519.685 (meters)                     COMP
 HV9028  Y           -  -4,861,561.865 (meters)                     COMP
 HV9028  Z           -   3,977,149.383 (meters)                     COMP
 HV9028  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 HV9028  ELLIP HEIGHT-          82.58  (meters)          (06/04/02) GPS OBS
 HV9028  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV9028
 HV9028  HORZ ORDER  -  SECOND
 HV9028  ELLP ORDER  -  FOURTH    CLASS II
 HV9028
 HV9028.The horizontal coordinates were established by GPS observations
 HV9028.and adjusted by the National Geodetic Survey in November 1994..
 HV9028
 HV9028.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9028
 HV9028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9028
 HV9028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9028
 HV9028.The ellipsoidal height was determined by GPS observations
 HV9028.and is referenced to NAD 83.
 HV9028
 HV9028.The geoid height was determined by GEOID03.
 HV9028
 HV9028;                    North         East     Units Scale Factor Converg.
 HV9028;SPC VA N     - 2,128,741.248 3,569,007.310   MT  0.99995485   +0 29 45.5
 HV9028;SPC VA N     - 6,984,045.24 11,709,318.15   sFT  0.99995485   +0 29 45.5
 HV9028;UTM  18      - 4,300,702.488   265,143.493   MT  1.00027926   -1 41 48.5
 HV9028
 HV9028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9028!SPC VA N     -   0.99998704  x   0.99995485  =   0.99994189
 HV9028!UTM  18      -   0.99998704  x   1.00027926  =   1.00026630
 HV9028
 HV9028                          SUPERSEDED SURVEY CONTROL
 HV9028
 HV9028  ELLIP H (11/14/94)   82.51   (m)                       GP(       ) 4 2
 HV9028  NAD 83(1993)-  38 49 25.71954(N)    077 42 19.13727(W) AD(       ) 2
 HV9028  ELLIP H (01/27/92)   81.96   (m)                       GP(       ) 4 1
 HV9028  NAD 83(1986)-  38 49 25.72004(N)    077 42 19.13733(W) AD(       ) 2
 HV9028  NGVD 29 (01/20/89)  114.9    (m)          377.     (f) GPS OBS        
 HV9028
 HV9028.Superseded values are not recommended for survey control.
 HV9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9028.See file dsdata.txt to determine how the superseded data were derived.
 HV9028
 HV9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ6514300702(NAD 83)
 HV9028_MARKER: A = ALUMINUM MARKER
 HV9028_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9028_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9028+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 HV9028
 HV9028  HISTORY     - Date     Condition        Report By
 HV9028  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9028  HISTORY     - 19870112 GOOD             GEOHYD
 HV9028
 HV9028                          STATION DESCRIPTION
 HV9028
 HV9028'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9028'THE STATION IS LOCATED IN NORTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9028'NEAR THE FAUQUIER COUNTY LINE, ABOUT 4 MILES WEST OF HAYMARKET
 HV9028'VIRGINIA.
 HV9028'
 HV9028'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 55 AND US
 HV9028'ROUTE 15, PROCEED WEST ON ROUTE 55 FOR 3.5 MILES TO THE STATION ON THE
 HV9028'RIGHT IN A GRASS AREA BETWEEN STATE ROUTE 55 AND INTERSTATE 66, EAST
 HV9028'BOUND LANE, NEAR A LARGE CONCRETE BRIDGE CARRYING ROUTE 55 OVER BROAD
 HV9028'RUN. THE STATION MAY ALSO BE REACHED BY TRAVELING EAST ON INTERSTATE
 HV9028'66 FROM THE ROUTE 55 INTERCHANGE IN EASTERN FAUQUIER COUNTY FOR 1.6
 HV9028'MILES TO A SIGN WHICH READS--UNATTENDED VEHICLES SUBJECT TO TOWING AT
 HV9028'OWNERS EXPENSE--AND THE STATION ON THE RIGHT.
 HV9028'
 HV9028'THE STATION IS WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9028'AND STAMPED---F/PWC BDRY 1986---. THE STATION IS ABOUT 200 FEET NORTH
 HV9028'OF A CONCRETE BRIDGE ABUTMENT OFF THE NORTH SIDE OF ROUTE 55, 154.41
 HV9028'FEET SOUTHEAST OF THE EAST END OF A GUARD RAIL ON INTERSTATE 66, 99.0
 HV9028'FEET WEST OF A DRILL HOLE AND CHISELED X IN A CONCRETE SLAB ANCHORING
 HV9028'THE WEST END OF A GUARD RAIL, AND 60.73 FEET SOUTH OF THE SOUTH EDGE
 HV9028'OF PAVEMENT OF INTERSTATE 66.
 HV9028'
 HV9028'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9028'GROUND AND IS STAMPED---F/PWC BDRY AZIMUTH 1986---.
 HV9028'
 HV9028'AZIMUTH MARK IS 0.35 MILE WEST OF STATION, 3.73 FEET SOUTHWEST OF A
 HV9028'DRILL HOLE IN GUARD WALL, 10.59 FEET SOUTHWEST OF SOUTHEAST CORNER OF
 HV9028'GUARD WALL AT THE CONCRETE/CABLE TRANSITION. THE MARK IS ACROSS ROUTE
 HV9028'55 FROM A PROMINENT ROCK OUTCROP, AND IS LOCATED JUST ACROSS THE
 HV9028'COUNTY LINE IN FAUQUIER COUNTY.
 HV9028
 HV9028                          STATION RECOVERY (1987)
 HV9028
 HV9028'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 HV9028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9029 ***********************************************************************
 HV9029  DESIGNATION -  FAUQUIER PW CO LINE 2
 HV9029  PID         -  HV9029
 HV9029  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9029  USGS QUAD   -  THOROUGHFARE GAP (1994)
 HV9029
 HV9029                         *CURRENT SURVEY CONTROL
 HV9029  ___________________________________________________________________
 HV9029* NAD 83(1993)-  38 45 07.12483(N)    077 39 32.92997(W)     ADJUSTED  
 HV9029* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 HV9029  ___________________________________________________________________
 HV9029  X           -   1,064,501.135 (meters)                     COMP
 HV9029  Y           -  -4,865,572.721 (meters)                     COMP
 HV9029  Z           -   3,970,922.307 (meters)                     COMP
 HV9029  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 HV9029  ELLIP HEIGHT-          64.42  (meters)          (06/04/02) GPS OBS
 HV9029  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV9029
 HV9029  HORZ ORDER  -  SECOND
 HV9029  ELLP ORDER  -  FOURTH    CLASS II
 HV9029
 HV9029.The horizontal coordinates were established by GPS observations
 HV9029.and adjusted by the National Geodetic Survey in November 1994..
 HV9029
 HV9029.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9029
 HV9029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9029
 HV9029.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9029
 HV9029.The ellipsoidal height was determined by GPS observations
 HV9029.and is referenced to NAD 83.
 HV9029
 HV9029.The geoid height was determined by GEOID03.
 HV9029
 HV9029;                    North         East     Units Scale Factor Converg.
 HV9029;SPC VA N     - 2,120,803.500 3,573,089.070   MT  0.99995113   +0 31 29.2
 HV9029;SPC VA N     - 6,958,002.82 11,722,709.72   sFT  0.99995113   +0 31 29.2
 HV9029;UTM  18      - 4,292,611.915   268,919.937   MT  1.00025760   -1 39 54.8
 HV9029
 HV9029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9029!SPC VA N     -   0.99998989  x   0.99995113  =   0.99994102
 HV9029!UTM  18      -   0.99998989  x   1.00025760  =   1.00024749
 HV9029
 HV9029                          SUPERSEDED SURVEY CONTROL
 HV9029
 HV9029  ELLIP H (11/14/94)   64.38   (m)                       GP(       ) 4 2
 HV9029  NAD 83(1993)-  38 45 07.12526(N)    077 39 32.94161(W) AD(       ) 2
 HV9029  ELLIP H (01/27/92)   63.84   (m)                       GP(       ) 4 1
 HV9029  NAD 83(1986)-  38 45 07.12554(N)    077 39 32.94161(W) AD(       ) 2
 HV9029  NGVD 29 (01/20/89)   96.7    (m)          317.     (f) GPS OBS        
 HV9029
 HV9029.Superseded values are not recommended for survey control.
 HV9029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9029.See file dsdata.txt to determine how the superseded data were derived.
 HV9029
 HV9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH6892092612(NAD 83)
 HV9029_MARKER: A = ALUMINUM MARKER
 HV9029_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9029_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9029+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 HV9029
 HV9029  HISTORY     - Date     Condition        Report By
 HV9029  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9029  HISTORY     - 20030317 GOOD             WR
 HV9029
 HV9029                          STATION DESCRIPTION
 HV9029
 HV9029'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9029'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9029'NEAR THE FAUQUIER COUNTY LINE, ABOUT 4 MILES SOUTH OF HAYMARKET
 HV9029'VIRGINIA.
 HV9029'
 HV9029'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 29 AND STATE
 HV9029'ROUTE 215 IN PRINCE WILLIAM COUNTY, PROCEED SOUTHEAST ON ROUTE 215
 HV9029'VINTHILL ROAD, FOR 2.5 MILES TO THE STATION ON THE RIGHT.
 HV9029'
 HV9029'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9029'GROUND AND IS STAMPED---24 F/PWC BDRY 2---. THE STATION IS 23.53
 HV9029'FEET SOUTH OF A SHINER SET IN THE CENTER OF ROUTE 215, 17.21 FEET
 HV9029'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE WALL, 105.59 FEET
 HV9029'WEST OF POWER POLE PTC-E161.
 HV9029'
 HV9029'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9029'GROUND AND IS STAMPED---24 F/PWC BDRY 2 AZIMUTH 1986---.
 HV9029'
 HV9029'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION NEAR 15520
 HV9029'VINTHILL ROAD, 25.85 FEET NORTH OF THE CENTER OF VINTHILL ROAD, 37.46
 HV9029'FEET SOUTHWEST OF TWIN 8 AND 10-INCH MAPLE TREE, AND 53.91 FEET EAST
 HV9029'OF POWER POLE 55-22-7-2. THE DISTANCE FROM THE AZIMUTH MARK TO THE
 HV9029'STATION IS 258.2 METERS.
 HV9029
 HV9029                          STATION RECOVERY (2003)
 HV9029
 HV9029'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2003 (RTD)
 HV9029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9030 ***********************************************************************
 HV9030  DESIGNATION -  FAUQUIER PW CO LINE 3
 HV9030  PID         -  HV9030
 HV9030  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9030  USGS QUAD   -  NOKESVILLE (1994)
 HV9030
 HV9030                         *CURRENT SURVEY CONTROL
 HV9030  ___________________________________________________________________
 HV9030* NAD 83(1993)-  38 41 18.16430(N)    077 37 10.01377(W)     ADJUSTED  
 HV9030* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 HV9030  ___________________________________________________________________
 HV9030  X           -   1,068,819.267 (meters)                     COMP
 HV9030  Y           -  -4,869,148.818 (meters)                     COMP
 HV9030  Z           -   3,965,414.726 (meters)                     COMP
 HV9030  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HV9030  ELLIP HEIGHT-          65.96  (meters)          (06/04/02) GPS OBS
 HV9030  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV9030
 HV9030  HORZ ORDER  -  SECOND
 HV9030  ELLP ORDER  -  FOURTH    CLASS II
 HV9030
 HV9030.The horizontal coordinates were established by GPS observations
 HV9030.and adjusted by the National Geodetic Survey in November 1994..
 HV9030
 HV9030.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9030
 HV9030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9030
 HV9030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9030
 HV9030.The ellipsoidal height was determined by GPS observations
 HV9030.and is referenced to NAD 83.
 HV9030
 HV9030.The geoid height was determined by GEOID03.
 HV9030
 HV9030;                    North         East     Units Scale Factor Converg.
 HV9030;SPC VA N     - 2,113,776.268 3,576,607.416   MT  0.99994915   +0 32 58.4
 HV9030;SPC VA N     - 6,934,947.64 11,734,252.83   sFT  0.99994915   +0 32 58.4
 HV9030;UTM  18      - 4,285,453.299   272,168.294   MT  1.00023925   -1 38 17.1
 HV9030
 HV9030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9030!SPC VA N     -   0.99998965  x   0.99994915  =   0.99993880
 HV9030!UTM  18      -   0.99998965  x   1.00023925  =   1.00022890
 HV9030
 HV9030                          SUPERSEDED SURVEY CONTROL
 HV9030
 HV9030  ELLIP H (11/14/94)   65.94   (m)                       GP(       ) 4 2
 HV9030  ELLIP H (01/27/92)   65.41   (m)                       GP(       ) 4 1
 HV9030  NAD 83(1986)-  38 41 18.16471(N)    077 37 10.02587(W) AD(       ) 2
 HV9030  NGVD 29 (01/20/89)   98.2    (m)          322.     (f) GPS OBS        
 HV9030
 HV9030.Superseded values are not recommended for survey control.
 HV9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9030.See file dsdata.txt to determine how the superseded data were derived.
 HV9030
 HV9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7216885453(NAD 83)
 HV9030_MARKER: A = ALUMINUM MARKER
 HV9030_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9030_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9030+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9030
 HV9030  HISTORY     - Date     Condition        Report By
 HV9030  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9030
 HV9030                          STATION DESCRIPTION
 HV9030
 HV9030'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9030'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9030'ABOUT 2 MILES SOUTHWEST OF NOKESVILLE VIRGINIA.
 HV9030'
 HV9030'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28 AND
 HV9030'STATE ROUTE 652, FITZWATER DRIVE, IN NOKESVILLE, GO SOUTHWEST ON
 HV9030'ROUTE 28 FOR 2.1 MILES TO THE STATION ON THE RIGHT ABOUT 150 FEET
 HV9030'BEFORE A COUNTY LINE MARKER.
 HV9030'
 HV9030'THE STATION IS AN ALUMINUM DISK SET FLUSH WITH GROUND AND IS
 HV9030'STAMPED---F/PWC LINE-3 1986---. THE STATION IS 29.30 FEET NORTH OF
 HV9030'THE CENTER OF ROUTE 28, 155.26 FEET WEST OF A 30-INCH WHITE OAK TREE,
 HV9030'AND 147.86 FEET EAST OF A COUNTY LINE MARKER.
 HV9030'
 HV9030'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9030'GROUND AND IS STAMPED---F/PWC LINE 3 AZIMUTH 1986---.
 HV9030'
 HV9030'THE AZIMUTH MARK IS 0.2 MILE NORTHEAST OF THE STATION ON ROUTE 605.
 HV9030'THE AZIMUTH IS ON LEFT SIDE OF 605, FAUQUIER DRIVE, 39.34 FEET
 HV9030'NORTHEAST OF THE CENTER OF ROUTE 605, FAUQUIER DRIVE, 46.53 FEET
 HV9030'SOUTHWEST OF POWER POLE FB-06, 19.95 FEET NORTHWEST OF THE SOUTHWEST
 HV9030'CORNER OF A CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5589 ***********************************************************************
 HV5589  DESIGNATION -  FAUQUIER STAFFORD COS FIRE TWR
 HV5589  PID         -  HV5589
 HV5589  STATE/COUNTY-  VA/FAUQUIER
 HV5589  USGS QUAD   -  SOMERVILLE (1981)
 HV5589
 HV5589                         *CURRENT SURVEY CONTROL
 HV5589  ___________________________________________________________________
 HV5589* NAD 83(1993)-  38 31 35.81401(N)    077 33 51.13257(W)     ADJUSTED  
 HV5589* NAVD 88     -                                                        
 HV5589  ___________________________________________________________________
 HV5589  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV5589  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV5589
 HV5589  HORZ ORDER  -  THIRD
 HV5589
 HV5589.The horizontal coordinates were established by classical geodetic methods
 HV5589.and adjusted by the National Geodetic Survey in November 1994..
 HV5589
 HV5589
 HV5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5589
 HV5589.The geoid height was determined by GEOID03.
 HV5589
 HV5589;                    North         East     Units Scale Factor Converg.
 HV5589;SPC VA N     - 2,095,868.573 3,581,596.548   MT  0.99994964   +0 35 02.6
 HV5589;SPC VA N     - 6,876,195.48 11,750,621.34   sFT  0.99994964   +0 35 02.6
 HV5589;UTM  18      - 4,267,363.388   276,472.323   MT  1.00021535   -1 35 52.2
 HV5589
 HV5589                          SUPERSEDED SURVEY CONTROL
 HV5589
 HV5589  NAD 83(1986)-  38 31 35.81516(N)    077 33 51.14335(W) AD(       ) 4
 HV5589  NAD 27      -  38 31 35.36740(N)    077 33 52.19420(W) AD(       ) 3
 HV5589
 HV5589.Superseded values are not recommended for survey control.
 HV5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5589.See file dsdata.txt to determine how the superseded data were derived.
 HV5589
 HV5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7647267363(NAD 83)
 HV5589_MARKER: 57 = LOOKOUT TOWER
 HV5589
 HV5589  HISTORY     - Date     Condition        Report By
 HV5589  HISTORY     - 1942     FIRST OBSERVED   CGS
 HV5589
 HV5589                          STATION DESCRIPTION
 HV5589
 HV5589'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5589'THIS INTERSECTION STATION IS THE FIRE TOWER LOCATED ON THE
 HV5589'FAUQUIER-STAFFORD COUNTY LINE ABOUT 18 MILES NNW OF FREDERICKSBURG,
 HV5589'AND 18 MILES SSE OF WARRENTON ON PROPERTY OWNED BY J.C. HEFLIN
 HV5589'OF RUBY, VIRGINIA.  IT IS 117 FEET SSW OF THE JUNCTION OF COUNTY
 HV5589'ROADS 612 AND 610.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT
 HV5589'110 FEET HIGH WITH A GLASS ENCLOSED CAB ON THE TOP.  POINT
 HV5589'OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX1447 ***********************************************************************
 GX1447  DESIGNATION -  FAYE
 GX1447  PID         -  GX1447
 GX1447  STATE/COUNTY-  VA/WYTHE
 GX1447  USGS QUAD   -  BIG BEND (1977)
 GX1447
 GX1447                         *CURRENT SURVEY CONTROL
 GX1447  ___________________________________________________________________
 GX1447* NAD 83(1993)-  37 01 23.45452(N)    081 11 40.69164(W)     ADJUSTED  
 GX1447* NAVD 88     -       810.901  (meters)    2660.43   (feet)  ADJUSTED  
 GX1447  ___________________________________________________________________
 GX1447  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 GX1447  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 GX1447  DYNAMIC HT  -         810.147 (meters)    2657.96  (feet)  COMP
 GX1447  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 GX1447
 GX1447  HORZ ORDER  -  THIRD
 GX1447  VERT ORDER  -  FIRST     CLASS II
 GX1447
 GX1447.The horizontal coordinates were established by classical geodetic methods
 GX1447.and adjusted by the National Geodetic Survey in September 1995..
 GX1447
 GX1447.The orthometric height was determined by differential leveling
 GX1447.and adjusted by the National Geodetic Survey in June 1991..
 GX1447.WARNING-Repeat measurements at this control monument indicate possible
 GX1447.vertical movement.
 GX1447
 GX1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX1447
 GX1447.The geoid height was determined by GEOID03.
 GX1447
 GX1447.The dynamic height is computed by dividing the NAVD 88
 GX1447.geopotential number by the normal gravity value computed on the
 GX1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX1447.degrees latitude (g = 980.6199 gals.).
 GX1447
 GX1447.The modeled gravity was interpolated from observed gravity values.
 GX1447
 GX1447;                    North         East     Units Scale Factor Converg.
 GX1447;SPC VA S     - 1,079,977.164 3,260,260.075   MT  0.99996335   -1 38 07.6
 GX1447;SPC VA S     - 3,543,225.08 10,696,369.93   sFT  0.99996335   -1 38 07.6
 GX1447;UTM  17      - 4,097,461.716   482,687.253   MT  0.99960369   -0 07 01.9
 GX1447
 GX1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX1447!SPC VA S     -   0.99987760  x   0.99996335  =   0.99984095
 GX1447!UTM  17      -   0.99987760  x   0.99960369  =   0.99948134
 GX1447
 GX1447:                Primary Azimuth Mark                     Grid Az
 GX1447:SPC VA S     -  FAYE AZ MK                               172 13 19.7
 GX1447:UTM  17      -  FAYE AZ MK                               170 42 14.0
 GX1447
 GX1447|---------------------------------------------------------------------|
 GX1447| PID    Reference Object                     Distance      Geod. Az  |
 GX1447|                                                           dddmmss.s |
 GX1447| DC3375 FAYE AZ MK                                         1703512.1 |
 GX1447| DC3376 FAYE RM 1                            14.883 METERS 18133     |
 GX1447| FZ1936 CERES                               APPROX.11.5 KM 2541212.1 |
 GX1447| DC3377 FAYE RM 2                             9.120 METERS 29634     |
 GX1447|---------------------------------------------------------------------|
 GX1447
 GX1447                          SUPERSEDED SURVEY CONTROL
 GX1447
 GX1447  NAD 83(1986)-  37 01 23.45933(N)    081 11 40.69071(W) AD(       ) 3
 GX1447  NAD 27      -  37 01 23.03451(N)    081 11 41.34595(W) AD(       ) 3
 GX1447  NGVD 29 (??/??/92)  810.975  (m)         2660.67   (f) ADJ UNCH    1 2
 GX1447
 GX1447.Superseded values are not recommended for survey control.
 GX1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX1447.See file dsdata.txt to determine how the superseded data were derived.
 GX1447
 GX1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8268797462(NAD 83)
 GX1447_MARKER: DS = TRIANGULATION STATION DISK
 GX1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GX1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GX1447_STAMPING: FAYE 1934
 GX1447_MARK LOGO: CGS   
 GX1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GX1447+STABILITY: SURFACE MOTION
 GX1447
 GX1447  HISTORY     - Date     Condition        Report By
 GX1447  HISTORY     - 1934     MONUMENTED       CGS
 GX1447  HISTORY     - 1934     GOOD             CGS
 GX1447  HISTORY     - 1948     GOOD             USGS
 GX1447  HISTORY     - 1958     GOOD             CGS
 GX1447  HISTORY     - 1963     POOR             NGS
 GX1447  HISTORY     - 1984     GOOD             NGS
 GX1447
 GX1447                          STATION DESCRIPTION
 GX1447
 GX1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GX1447'STATION IS 20.5 FEET W OF CENTER OF U.S. HIGHWAY 21, AND ABOUT
 GX1447'8 MILES NW OF WYTHEVILLE, AND 2.85 MILES S ALONG U.S. HIGHWAY
 GX1447'21 FROM GAP AT WALKER MOUNTAIN.
 GX1447'
 GX1447'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 GX1447'AS DESCRIBED IN NOTES 1A AND 7A.
 GX1447'
 GX1447'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET AT THE CENTER
 GX1447'OF THE TOP OF CONCRETE CYLINDERS.
 GX1447'
 GX1447'REFERENCE MARK NO. 1 IS S OF STATION AND ABOUT 4 FEET LOWER
 GX1447'IN ELEVATION.
 GX1447'
 GX1447'REFERENCE MARK NO. 2 IS WNW OF STATION AND SLIGHTLY LOWER
 GX1447'IN ELEVATION.
 GX1447'
 GX1447'AZIMUTH MARK IS ON E SIDE OF U.S. HIGHWAY 21, 28.5 FEET FROM
 GX1447'CENTER AND ABOUT 75 YARDS NNE OF BIG WALKER SERVICE STATION.
 GX1447'
 GX1447'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 11 AND
 GX1447'21 IN WYTHEVILLE, GO N ON U.S. HIGHWAY 21 FOR 10.2 MILES OR 0.1
 GX1447'MILE PAST BIG WALKER SERVICE STATION.
 GX1447'
 GX1447'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GX1447
 GX1447                          STATION RECOVERY (1934)
 GX1447
 GX1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JDT)
 GX1447'ABOUT 10.6 MILES NORTHWEST ALONG U.S. HIGHWAY 21 FROM THE POST
 GX1447'OFFICE AT WYTHEVILLE, WYTHE COUNTY, ABOUT 0.1 MILE NORTH OF
 GX1447'WALKERS MOUNTAIN SERVICE STATION, ABOUT 0.1 MILE SOUTH OF A SMALL
 GX1447'HOUSE EAST OF THE HIGHWAY, ABOUT 224 FEET NORTHWEST OF THE
 GX1447'SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 21 FEET
 GX1447'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER
 GX1447'THAN THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK,
 GX1447'STAMPED FAYE 1934 AND SET IN THE TOP OF A CONCRETE POST
 GX1447'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  (810.980
 GX1447'METERS OR 2,660.690 FEET.)
 GX1447
 GX1447                          STATION RECOVERY (1948)
 GX1447
 GX1447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 GX1447'STATION STAMPED FAYE 1934 RECOVERED IN GOOD CONDITION.  IT IS
 GX1447'ALONG U.S. HWY NOS 21-52 ON SOUTH SIDE OF WALKER MOUNTAIN,
 GX1447'2.8 MILES BY ROAD SE OF THE TOP.  IT IS A STANDARD DISK SET IN
 GX1447'CONCRETE, ON SHOULDER OF HIGHWAY, FLUSH WITH GROUND AND 20
 GX1447'FEET WEST OF CENTERLINE OF HIGHWAY.
 GX1447'
 GX1447'REFERENCE MARK NO. 1 IS 35.5 FEET WEST OF CENTERLINE OF HIGHWAY,
 GX1447'AND 48.83 FEET FROM STATION IN SOUTHERLY DIRECTION.  IT IS A
 GX1447'STANDARD DISK IN CONCRETE IN WOODS, ABOUT 4 FEET LOWER THAN
 GX1447'STATION.
 GX1447'
 GX1447'REFERENCE MARK NO. 2 IS 43.5 FEET WEST OF CENTERLINE OF HIGHWAY,
 GX1447'IN WOOD.  AND IS A STANDARD DISK IN CONCRETE 29.92 FEET FROM
 GX1447'STATION IN A WNW DIRECTION, AND ABOUT 3 FEET LOWER THAN STATION.
 GX1447'
 GX1447'AZIMUTH MARK IS ABOUT 0.1 MILES BELOW STATION, ABOUT 75 YARDS NNE
 GX1447'OF SITE OF OLD FILLING STATION, AND 28.5 FEET EAST OF CENTERLINE
 GX1447'OF HIGHWAY.  IT IS A STANDARD DISK IN CONCRETE, NEAR TOP OF
 GX1447'CUT BANK.  GRADING FOR CUT HAS EXPOSED A LARGE PART OF THE
 GX1447'CONCRETE.  BUT THE MARK SEEMS TO BE STILL FIRM, THOUGH IN
 GX1447'DANGER OF BEING LOST.
 GX1447'
 GX1447'TO REACH STATION FROM WYTHEVILLE P.O., GO NW ON U.S. HWY 21
 GX1447'FOR 10.3 MILES TO THE STATION.  IT IS ABOUT 0.1 MILE UP ROAD
 GX1447'FROM SITE OF OLD FILLING STATION AND ON FIRST CURVE TO RIGHT
 GX1447'AFTER PASSING THIS SITE.
 GX1447
 GX1447                          STATION RECOVERY (1958)
 GX1447
 GX1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GX1447'STATION, REFERENCE MARKS NO.S 1 AND 2 WERE RECOVERED AND FOUND
 GX1447'IN GOOD CONDITION.  THE BIG WALKER SERVICE STATION MENTIONED
 GX1447'IN ORIGINAL DESCRIPTION IS NO LONGER THERE.  THE STATION MARK
 GX1447'IS ON THE WEST SIDE OF U.S. HIGHWAY 21 AND 52, 21 FEET WEST
 GX1447'OF CENTER LINE OF HIGHWAY.  THE AZIMUTH MARK HAS BEEN DESTROYED
 GX1447'DUE TO ROAD GRADE WORK.
 GX1447'
 GX1447'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH.
 GX1447
 GX1447                          STATION RECOVERY (1963)
 GX1447
 GX1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GX1447'10.6 MI NW FROM WYTHEVILLE.
 GX1447'ABOUT 10.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 21 AND 52 FROM THE
 GX1447'POST OFFICE IN WYTHEVILLE.  ABOUT 1.1 MILES NORTHWEST OF THE
 GX1447'JUNCTION OF STATE ROAD 717, SET IN THE TOP OF A CONCRETE POST
 GX1447'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, 224 FEET
 GX1447'NORTHWEST OF THE SOUTHEAST HEADWALL OF A 3-FOOT CONCRETE BOX
 GX1447'CULVERT, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6.8
 GX1447'FEET NORTHEAST OF STANDARD METAL WITNESS SIGN AND ABOUT 2 FEET
 GX1447'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- PART OF THE POST HAS BEEN
 GX1447'BROKEN OFF, AND A PART OF THE DISK HAS BEEN BROKEN OFF PROBABLY
 GX1447'BY A GRADING MACHINE, BUT THE REMAINDER OF THE POST AND DISK IS
 GX1447'STILL INTACT AND SOLID.
 GX1447
 GX1447                          STATION RECOVERY (1984)
 GX1447
 GX1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GX1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5590 ***********************************************************************
 HV5590  DESIGNATION -  FAYMAN
 HV5590  PID         -  HV5590
 HV5590  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5590  USGS QUAD   -  SOMERVILLE (1981)
 HV5590
 HV5590                         *CURRENT SURVEY CONTROL
 HV5590  ___________________________________________________________________
 HV5590* NAD 83(1993)-  38 36 41.60978(N)    077 31 33.28606(W)     ADJUSTED  
 HV5590* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 HV5590  ___________________________________________________________________
 HV5590  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HV5590  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HV5590
 HV5590  HORZ ORDER  -  SECOND
 HV5590
 HV5590.The horizontal coordinates were established by classical geodetic methods
 HV5590.and adjusted by the National Geodetic Survey in November 1994..
 HV5590
 HV5590.The orthometric height was scaled from a topographic map.
 HV5590
 HV5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5590
 HV5590.The geoid height was determined by GEOID03.
 HV5590
 HV5590;                    North         East     Units Scale Factor Converg.
 HV5590;SPC VA N     - 2,105,331.610 3,584,835.129   MT  0.99994839   +0 36 28.6
 HV5590;SPC VA N     - 6,907,242.12 11,761,246.59   sFT  0.99994839   +0 36 28.6
 HV5590;UTM  18      - 4,276,698.568   280,069.997   MT  1.00019568   -1 34 36.8
 HV5590
 HV5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5590!SPC VA N     -   0.99999283  x   0.99994839  =   0.99994122
 HV5590!UTM  18      -   0.99999283  x   1.00019568  =   1.00018851
 HV5590
 HV5590|---------------------------------------------------------------------|
 HV5590| PID    Reference Object                     Distance      Geod. Az  |
 HV5590|                                                           dddmmss.s |
 HV5590| DC6270 FAYMAN RM 1                          21.107 METERS 06306     |
 HV5590| DC6271 FAYMAN RM 2                          21.641 METERS 18143     |
 HV5590| DC6269 FAYMAN AZ MK                                       3302737.1 |
 HV5590|---------------------------------------------------------------------|
 HV5590
 HV5590                          SUPERSEDED SURVEY CONTROL
 HV5590
 HV5590  NAD 83(1986)-  38 36 41.60993(N)    077 31 33.29850(W) AD(       ) 2
 HV5590  NAD 27      -  38 36 41.17580(N)    077 31 34.34324(W) AD(       ) 2
 HV5590
 HV5590.Superseded values are not recommended for survey control.
 HV5590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5590.See file dsdata.txt to determine how the superseded data were derived.
 HV5590
 HV5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8007076699(NAD 83)
 HV5590_MARKER: DS = TRIANGULATION STATION DISK
 HV5590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5590
 HV5590  HISTORY     - Date     Condition        Report By
 HV5590  HISTORY     - 1943     MONUMENTED       CGS
 HV5590  HISTORY     - 1944     MARK NOT FOUND   USE
 HV5590  HISTORY     - 1953     SEE DESCRIPTION  USGS
 HV5590
 HV5590                          STATION DESCRIPTION
 HV5590
 HV5590'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 HV5590'THE STATION IS LOCATED IN THE NW CORNER OF QUANTICO MILITARY
 HV5590'RESERVATION AT THE SITE OF FAYMAN SCHOOL, NOW ABANDONED.  IT IS
 HV5590'45 FEET W OF THE NW CORNER OF FAYMAN SCHOOL, 50 FEET E OF THE
 HV5590'CENTER LINE OF A DIRT ROAD AND 100 FEET N OF THE CENTER LINE
 HV5590'OF A GRAVEL ROAD.  IT IS STAMPED FAYMAN 1943 AND PROJECTS 2
 HV5590'INCHES.
 HV5590'
 HV5590'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 HV5590'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HV5590'
 HV5590'REFERENCE MARK NO. 1 IS NNW OF THE STATION, 15 FEET N OF A
 HV5590'SCHOOL BUILDING.  IT IS STAMPED FAYMAN NO. 1 1943 AND PROJECTS 4
 HV5590'INCHES.
 HV5590'
 HV5590'REFERENCE MARK NO. 2 IS E OF THE STATION, 1 FOOT E OF A FENCE,
 HV5590'18 FEET E OF THE CENTER LINE OF A DIRT ROAD AND 20 FEET N OF THE
 HV5590'CENTER LINE OF A GRAVEL ROAD.  IT IS STAMPED FAYMAN NO. 2 1943
 HV5590'AND PROJECTS 5 INCHES.
 HV5590'
 HV5590'THE AZIMUTH MARK IS SSW OF THE STATION, 15 FEET W OF THE CENTER
 HV5590'LINE OF A DIRT ROAD, 90 FEET SW OF THE SW CORNER OF A WHITE
 HV5590'FARMHOUSE AND 4 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED
 HV5590'FAYMAN 1943 AND PROJECTS 5 INCHES.
 HV5590'
 HV5590'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOW GO E ACROSS
 HV5590'RAILROAD TRACKS 0.65 MILE TO A FORKS.  TAKE RIGHT FORK AND GO
 HV5590'2.75 MILES TO A T-ROAD.  TURN RIGHT AND GO 0.25 MILE TO A T-ROAD
 HV5590'LEFT.  TURN LEFT AND GO 1.7 MILES TO A CROSS ROAD.  CONTINUE
 HV5590'STRAIGHT AHEAD FOR 3.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 HV5590'AND GO 1.55 MILES TO AN ABANDONED SCHOOL ON THE LEFT AND STATION
 HV5590'SITE.
 HV5590'
 HV5590'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON DIRT
 HV5590'ROAD BY LEFT SIDE OF SCHOOL FOR 0.3 MILE TO AZIMUTH MARK ON
 HV5590'THE LEFT.
 HV5590'
 HV5590'A 90-FOOT SIGNAL AT DAVID IS VISIBLE AT 90 FEET.
 HV5590'
 HV5590'A 90-FOOT SIGNAL AT DELIGHT IS VISIBLE AT 90 FEET.
 HV5590'
 HV5590'A 90-FOOT SIGNAL AT NOKES IS VISIBLE AT 90 FEET.
 HV5590'
 HV5590'A 103-FOOT SIGNAL AT MIDLAND IS VISIBLE AT 90 FEET.
 HV5590'
 HV5590'A 103-FOOT SIGNAL AT BRENTSVILLE IS VISIBLE AT 90 FEET.
 HV5590'
 HV5590'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HV5590
 HV5590                          STATION RECOVERY (1944)
 HV5590
 HV5590'RECOVERY NOTE BY US ENGINEERS 1944
 HV5590'APPROXIMATELY 1/2 HOUR TO CLEAR LINE TO AZIMUTH MARK.
 HV5590
 HV5590                          STATION RECOVERY (1953)
 HV5590
 HV5590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HV5590'NEW ROAD HAS BEEN CUT THROUGH.  STATION MARKER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5180 ***********************************************************************
 HV5180  DESIGNATION -  FC 22 A
 HV5180  PID         -  HV5180
 HV5180  STATE/COUNTY-  VA/FAIRFAX
 HV5180  USGS QUAD   -  FAIRFAX (1994)
 HV5180
 HV5180                         *CURRENT SURVEY CONTROL
 HV5180  ___________________________________________________________________
 HV5180* NAD 83(1993)-  38 46 06.60698(N)    077 17 18.07667(W)     ADJUSTED  
 HV5180* NAVD 88     -       116.743  (meters)     383.01   (feet)  ADJUSTED  
 HV5180  ___________________________________________________________________
 HV5180  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HV5180  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV5180  DYNAMIC HT  -         116.678 (meters)     382.80  (feet)  COMP
 HV5180  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 HV5180
 HV5180  HORZ ORDER  -  SECOND
 HV5180  VERT ORDER  -  THIRD
 HV5180
 HV5180.The horizontal coordinates were established by classical geodetic methods
 HV5180.and adjusted by the National Geodetic Survey in November 1994..
 HV5180
 HV5180.The orthometric height was determined by differential leveling
 HV5180.and adjusted by the National Geodetic Survey in September 2004..
 HV5180
 HV5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5180
 HV5180.The geoid height was determined by GEOID03.
 HV5180
 HV5180.The dynamic height is computed by dividing the NAVD 88
 HV5180.geopotential number by the normal gravity value computed on the
 HV5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5180.degrees latitude (g = 980.6199 gals.).
 HV5180
 HV5180.The modeled gravity was interpolated from observed gravity values.
 HV5180
 HV5180;                    North         East     Units Scale Factor Converg.
 HV5180;SPC VA N     - 2,122,997.758 3,605,293.516   MT  0.99995185   +0 45 22.4
 HV5180;SPC VA N     - 6,965,201.81 11,828,367.14   sFT  0.99995185   +0 45 22.4
 HV5180;UTM  18      - 4,293,574.243   301,191.760   MT  1.00008674   -1 26 00.2
 HV5180
 HV5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5180!SPC VA N     -   0.99998669  x   0.99995185  =   0.99993854
 HV5180!UTM  18      -   0.99998669  x   1.00008674  =   1.00007343
 HV5180
 HV5180                          SUPERSEDED SURVEY CONTROL
 HV5180
 HV5180  NAD 83(1993)-  38 46 06.60538(N)    077 17 18.08177(W) AD(       ) 2
 HV5180  NAD 83(1986)-  38 46 06.60594(N)    077 17 18.08993(W) AD(       ) 2
 HV5180  NAD 27      -  38 46 06.19683(N)    077 17 19.14514(W) AD(       ) 2
 HV5180
 HV5180.Superseded values are not recommended for survey control.
 HV5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5180.See file dsdata.txt to determine how the superseded data were derived.
 HV5180
 HV5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0119293574(NAD 83)
 HV5180_MARKER: DE = TRAVERSE STATION DISK
 HV5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5180_SP_SET: CONCRETE POST
 HV5180_STAMPING: FC 22A 1951
 HV5180_MARK LOGO: CGS   
 HV5180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5180
 HV5180  HISTORY     - Date     Condition        Report By
 HV5180  HISTORY     - 1951     MONUMENTED       CGS
 HV5180  HISTORY     - 1951     GOOD             CGS
 HV5180  HISTORY     - 1958     GOOD             CGS
 HV5180  HISTORY     - 19920120 GOOD             MSI
 HV5180
 HV5180                          STATION DESCRIPTION
 HV5180
 HV5180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV5180'STATION IS ABOUT 2-1/2 MILES S OF BURKE POST OFFICE AT THE
 HV5180'INTERSECTION OF SECONDARY STATE HIGHWAYS 641 AND 644.
 HV5180'
 HV5180'TO REACH THE STATION FROM THE POST OFFICE, PROCEED SW ALONG
 HV5180'MACADAM ROAD (SECONDARY STATE HIGHWAY 645) FOR 0.85 MILE
 HV5180'TO Y-ROAD, KEEP RIGHT (SW) ALONG HIGHWAY 645 TO CROSSROADS,
 HV5180'TURN LEFT AND CONTINUE 0.75 MILE TO STATION ON RIGHT (SW).
 HV5180'THE STATION IS IN FIELD ALONG POWER-LINE CLEARING OPPOSITE
 HV5180'CENTER LINE OF HIGHWAY 644, 5 FEET NW OF TELEPHONE POLE NO.
 HV5180'IAY 11, AND 46.0 FEET SW OF CENTER LINE OF HIGHWAY 641.
 HV5180'
 HV5180'MARK IS A STANDARD TRAVERSE DISK, STAMPED FC-22A 1951, SET IN
 HV5180'CONCRETE.  IT PROJECTS 8 INCHES AND IS 2 FEET N OF A WHITE
 HV5180'WOODEN WITNESS POST.
 HV5180'
 HV5180'A STANDARD TRAVERSE DISK, STAMPED AZ FC-22A 1951, IS THE
 HV5180'AZIMUTH MARK WHICH IS LOCATED 694 FEET N OF THE INTERSECTIONS
 HV5180'OF THE CENTER LINES OF HIGHWAYS 641 AND 644 ALONG HIGHWAY
 HV5180'644.  IT IS 12.5 FEET W FROM THE CENTER LINE OF THE ROAD,
 HV5180'PROJECTS 6 INCHES, AND IS 1-1/2 FEET E OF A WHITE WOODEN
 HV5180'WITNESS POST.  AZIMUTH MARK FC-22A, 1951, IS VISIBLE FROM THE
 HV5180'GROUND AT THIS STATION.
 HV5180
 HV5180                          STATION RECOVERY (1951)
 HV5180
 HV5180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 HV5180'RECOVERED IN GOOD CONDITION.
 HV5180
 HV5180                          STATION RECOVERY (1958)
 HV5180
 HV5180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HV5180'STATION IS APPROXIMATELY 2.5 MILES SOUTH OF THE BURKE POST
 HV5180'OFFICE, AT THE INTERSECTION OF COUNTY ROUTES 641 AND 644, 46
 HV5180'FEET FEET SOUTHWEST OF THE CENTER OF COUNTY ROUTE 641 AND
 HV5180'5 FEET NORTHWEST OF A POWER LINE POLE.
 HV5180'
 HV5180'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHERRY,
 HV5180'DISTANCE BEING 1,789.27 FEET (545.370 METERS) SOUTH-SOUTHWEST
 HV5180'OF STATION CHERRY.  THE MARK IS A STANDARD U.S. COAST AND
 HV5180'GEODETIC SURVEY TRAVERSE DISK, STAMPED FC-22A 1951, SET
 HV5180'IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.
 HV5180
 HV5180                          STATION RECOVERY (1992)
 HV5180
 HV5180'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5180'STATION IS ABOUT 2.5 MILES (4.0 KM) S OF BURKE POST OFFICE AT THE
 HV5180'INTERSECTION OF SECONDARY STATE HIGHWAYS 641 AND 644.  TO REACH THE
 HV5180'STATION FROM THE POST OFFICE, PROCEED SW ALONG MACADAM ROAD
 HV5180'(SECONDARY STATE HIGHWAY 645) FOR 0.85 MILE (1.37 KM) TO Y-ROAD, KEEP
 HV5180'RIGHT (SW) ALONG HIGHWAY 645 TO CROSSROADS, TURN LEFT AND CONTINUE
 HV5180'0.75 MILE (1.21 KM) TO STATION ON RIGHT (SW).  THE STATION IS IN
 HV5180'FIELD ALONG POWER-LINE CLEARING OPPOSITE CENTER LINE OF HIGHWAY 644,
 HV5180'5 FEET (1.5 M) NW OF TELEPHONE POLE NO. IAY 11, AND 46.0 FEET (14.0
 HV5180'M) SW OF CENTER LINE OF HIGHWAY 641, IN TOP OF A ROUND CONCRETE POST
 HV5180'WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2664 ***********************************************************************
 AA2664  DESIGNATION -  FC GPS 01
 AA2664  PID         -  AA2664
 AA2664  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2664  USGS QUAD   -  FALLS CHURCH (1994)
 AA2664
 AA2664                         *CURRENT SURVEY CONTROL
 AA2664  ___________________________________________________________________
 AA2664* NAD 83(1993)-  38 53 07.44692(N)    077 10 21.13993(W)     ADJUSTED  
 AA2664* NAVD 88     -       109.425  (meters)     359.01   (feet)  ADJUSTED  
 AA2664  ___________________________________________________________________
 AA2664  X           -   1,103,726.055 (meters)                     COMP
 AA2664  Y           -  -4,847,313.529 (meters)                     COMP
 AA2664  Z           -   3,982,470.852 (meters)                     COMP
 AA2664  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AA2664  ELLIP HEIGHT-          77.59  (meters)          (05/17/02) GPS OBS
 AA2664  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AA2664  DYNAMIC HT  -         109.365 (meters)     358.81  (feet)  COMP
 AA2664  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 AA2664
 AA2664  HORZ ORDER  -  FIRST
 AA2664  VERT ORDER  -  THIRD
 AA2664  ELLP ORDER  -  FOURTH    CLASS II
 AA2664
 AA2664.The horizontal coordinates were established by GPS observations
 AA2664.and adjusted by the National Geodetic Survey in May 1995..
 AA2664
 AA2664.The orthometric height was determined by differential leveling
 AA2664.and adjusted by the National Geodetic Survey in September 2004..
 AA2664.No vertical observational check was made to the station.
 AA2664
 AA2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2664
 AA2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2664
 AA2664.The ellipsoidal height was determined by GPS observations
 AA2664.and is referenced to NAD 83.
 AA2664
 AA2664.The geoid height was determined by GEOID03.
 AA2664
 AA2664.The dynamic height is computed by dividing the NAVD 88
 AA2664.geopotential number by the normal gravity value computed on the
 AA2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2664.degrees latitude (g = 980.6199 gals.).
 AA2664
 AA2664.The modeled gravity was interpolated from observed gravity values.
 AA2664
 AA2664;                    North         East     Units Scale Factor Converg.
 AA2664;SPC VA N     - 2,136,112.326 3,615,169.745   MT  0.99995929   +0 49 42.6
 AA2664;SPC VA N     - 7,008,228.52 11,860,769.41   sFT  0.99995929   +0 49 42.6
 AA2664;UTM  18      - 4,306,302.967   311,563.298   MT  1.00003726   -1 21 51.3
 AA2664
 AA2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2664!SPC VA N     -   0.99998783  x   0.99995929  =   0.99994712
 AA2664!UTM  18      -   0.99998783  x   1.00003726  =   1.00002509
 AA2664
 AA2664:                Primary Azimuth Mark                     Grid Az
 AA2664:SPC VA N     -  FC GPS 02                                346 53 47.3
 AA2664:UTM  18      -  FC GPS 02                                349 05 21.2
 AA2664
 AA2664|---------------------------------------------------------------------|
 AA2664| PID    Reference Object                     Distance      Geod. Az  |
 AA2664|                                                           dddmmss.s |
 AA2664| AA2665 FC GPS 02                           APPROX. 0.6 KM 3474329.9 |
 AA2664|---------------------------------------------------------------------|
 AA2664
 AA2664                          SUPERSEDED SURVEY CONTROL
 AA2664
 AA2664  ELLIP H (05/30/95)   77.57   (m)                       GP(       ) 4 2
 AA2664  NGVD 29 (05/30/95)  109.64   (m)          359.7    (f) LEVELING    3  
 AA2664
 AA2664.Superseded values are not recommended for survey control.
 AA2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2664.See file dsdata.txt to determine how the superseded data were derived.
 AA2664
 AA2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1156306303(NAD 83)
 AA2664_MARKER: DD = SURVEY DISK
 AA2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2664_STAMPING: FC GPS NO 01 1994
 AA2664_MARK LOGO: VA-059
 AA2664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2664+STABILITY: SURFACE MOTION
 AA2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2664+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 AA2664
 AA2664  HISTORY     - Date     Condition        Report By
 AA2664  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2664  HISTORY     - 19940310 GOOD             GEOMET
 AA2664  HISTORY     - 20000616 GOOD             GEOMET
 AA2664  HISTORY     - 20020905 GOOD             GEOCAC
 AA2664
 AA2664                          STATION DESCRIPTION
 AA2664
 AA2664'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2664'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2664'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2664'ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7 (BROAD STREET)
 AA2664'APPROXIMATELY 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH LITTLE FALLS
 AA2664'ROAD.  TURN RIGHT AND PROCEED NORTHEAST ALONG LITTLE FALLS ROAD 0.08
 AA2664'MILE (0.13 KM) TO ITS INTERSECTION WITH PARK AVENUE.  TURN LEFT AND
 AA2664'PROCEED TO THE FIRST RIGHT INTO A PARKING AREA TO CITY HALL AND THE
 AA2664'STATION IS NEAR THE FLAGPOLE. THE STATION IS A 3.5 INCH BRASS FAIRFAX
 AA2664'COUNTY DISK SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA2664'FLUSH WITH THE GROUND AND IS STAMPED FC GPS NO. 01 1994. THE STATION
 AA2664'IS 13.8 FEET (4.2 M) NORTHWEST FROM THE FLAGPOLE, 68.7 FEET (20.9 M)
 AA2664'SOUTHEAST FROM THE WEST INTERIOR CORNER OF THE CITY HALL BUILDING, AND
 AA2664'75.7 FEET (23.1 M) SOUTHEAST FROM THE EAST INTERIOR CORNER OF THE CITY
 AA2664'HALL BUILDING.
 AA2664
 AA2664                          STATION RECOVERY (1994)
 AA2664
 AA2664'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2664'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2664' 
 AA2664'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2664'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7
 AA2664'(BROAD STREET) APPROXIMATELY 0.2 MILES (0.3 KM) TO ITS INTERSECTION
 AA2664'WITH LITTLE FALLS STREET.  TURN RIGHT AND PROCEED NORTHEAST ALONG
 AA2664'LITTLE FALLS STREET 0.08 MILES (0.13 KM) TO ITS INTERSECTION WITH PARK
 AA2664'AVENUE.  TURN LEFT AND PROCEED TO THE FIRST RIGHT INTO A PARKING AREA
 AA2664'TO CITY HALL AND THE STATION IS NEAR THE FLAG POLE.
 AA2664' 
 AA2664'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2664'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2664'STAMPED FC GPS NO. 01 1994.
 AA2664' 
 AA2664'THE STATION IS 13.1 FEET (4.0 M) NORTHWEST FROM THE FLAG POLE, 68.7
 AA2664'FEET (20.9 M) SOUTHEAST FROM THE WEST INTERIOR CORNER OF THE CITY HALL
 AA2664'BUILDING, AND 75.7 FEET (23.1 M) SOUTHEAST FROM THE EAST INTERIOR
 AA2664'CORNER OF THE CITY HALL BUILDING.
 AA2664
 AA2664                          STATION RECOVERY (2000)
 AA2664
 AA2664'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (CCG)
 AA2664'GOOD.
 AA2664
 AA2664                          STATION RECOVERY (2002)
 AA2664
 AA2664'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 AA2664'FLAGPOLE MENTIONED IN 1994 REPORT IS THE MIDDLE OF THREE POLES LOCATED
 AA2664'ACROSS THE PARKING LOT FROM THE SOUTH FACADE OF THE FALLS CHURCH CITY
 AA2664'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2665 ***********************************************************************
 AA2665  DESIGNATION -  FC GPS 02
 AA2665  PID         -  AA2665
 AA2665  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2665  USGS QUAD   -  FALLS CHURCH (1994)
 AA2665
 AA2665                         *CURRENT SURVEY CONTROL
 AA2665  ___________________________________________________________________
 AA2665* NAD 83(1993)-  38 53 27.53000(N)    077 10 26.73116(W)     ADJUSTED  
 AA2665* NAVD 88     -       100.067  (meters)     328.30   (feet)  ADJUSTED  
 AA2665  ___________________________________________________________________
 AA2665  X           -   1,103,506.733 (meters)                     COMP
 AA2665  Y           -  -4,846,957.247 (meters)                     COMP
 AA2665  Z           -   3,982,947.036 (meters)                     COMP
 AA2665  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AA2665  ELLIP HEIGHT-          68.24  (meters)          (05/17/02) GPS OBS
 AA2665  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AA2665  DYNAMIC HT  -         100.012 (meters)     328.12  (feet)  COMP
 AA2665  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 AA2665
 AA2665  HORZ ORDER  -  FIRST
 AA2665  VERT ORDER  -  THIRD
 AA2665  ELLP ORDER  -  FOURTH    CLASS II
 AA2665
 AA2665.The horizontal coordinates were established by GPS observations
 AA2665.and adjusted by the National Geodetic Survey in May 1995..
 AA2665
 AA2665.The orthometric height was determined by differential leveling
 AA2665.and adjusted by the National Geodetic Survey in September 2004..
 AA2665.No vertical observational check was made to the station.
 AA2665
 AA2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2665
 AA2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2665
 AA2665.The ellipsoidal height was determined by GPS observations
 AA2665.and is referenced to NAD 83.
 AA2665
 AA2665.The geoid height was determined by GEOID03.
 AA2665
 AA2665.The dynamic height is computed by dividing the NAVD 88
 AA2665.geopotential number by the normal gravity value computed on the
 AA2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2665.degrees latitude (g = 980.6199 gals.).
 AA2665
 AA2665.The modeled gravity was interpolated from observed gravity values.
 AA2665
 AA2665;                    North         East     Units Scale Factor Converg.
 AA2665;SPC VA N     - 2,136,729.592 3,615,026.063   MT  0.99995975   +0 49 39.1
 AA2665;SPC VA N     - 7,010,253.67 11,860,298.01   sFT  0.99995975   +0 49 39.1
 AA2665;UTM  18      - 4,306,925.327   311,443.330   MT  1.00003782   -1 21 55.4
 AA2665
 AA2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2665!SPC VA N     -   0.99998929  x   0.99995975  =   0.99994904
 AA2665!UTM  18      -   0.99998929  x   1.00003782  =   1.00002711
 AA2665
 AA2665:                Primary Azimuth Mark                     Grid Az
 AA2665:SPC VA N     -  FC GPS 04                                274 01 46.2
 AA2665:UTM  18      -  FC GPS 04                                276 13 20.7
 AA2665
 AA2665|---------------------------------------------------------------------|
 AA2665| PID    Reference Object                     Distance      Geod. Az  |
 AA2665|                                                           dddmmss.s |
 AA2665| AA2667 FC GPS 04                           APPROX. 1.1 KM 2745125.3 |
 AA2665| AA2672 FC GPS 09                           APPROX. 1.1 KM 2754629.2 |
 AA2665|---------------------------------------------------------------------|
 AA2665
 AA2665                          SUPERSEDED SURVEY CONTROL
 AA2665
 AA2665  ELLIP H (05/30/95)   68.22   (m)                       GP(       ) 4 2
 AA2665  NGVD 29 (05/30/95)  100.28   (m)          329.0    (f) LEVELING    3  
 AA2665
 AA2665.Superseded values are not recommended for survey control.
 AA2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2665.See file dsdata.txt to determine how the superseded data were derived.
 AA2665
 AA2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1144306925(NAD 83)
 AA2665_MARKER: DD = SURVEY DISK
 AA2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2665_STAMPING: FC GPS NO. 02 1994
 AA2665_MARK LOGO: VA-059
 AA2665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2665+STABILITY: SURFACE MOTION
 AA2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2665+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 AA2665
 AA2665  HISTORY     - Date     Condition        Report By
 AA2665  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2665  HISTORY     - 19940310 GOOD             GEOMET
 AA2665  HISTORY     - 20020807 GOOD             INDIV
 AA2665
 AA2665                          STATION DESCRIPTION
 AA2665
 AA2665'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2665'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2665'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2665'ROUTE 7 (BROAD STREET) PROCEED NORTHEAST ALONG ROUTE 29 (NORTH
 AA2665'WASHINGTON STREET) 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH GREAT
 AA2665'FALLS STREET.  TURN LEFT AND PROCEED NORTHWEST ALONG GREAT FALLS
 AA2665'STREET 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH LINCOLN AVENUE AND
 AA2665'THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION.
 AA2665'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2665'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2665'STAMPED FC GPS NO. 02 1994. THE STATION IS 32.6 FEET (9.9 M) SOUTHWEST
 AA2665'FROM THE CENTERLINE OF WEST GREAT FALLS STREET, 5.3 FEET (1.6 M) WEST
 AA2665'FROM A FENCE CORNER, AND 29.2 FEET (8.9 M) NORTHEAST FROM A FENCE
 AA2665'CORNER.
 AA2665
 AA2665                          STATION RECOVERY (1994)
 AA2665
 AA2665'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2665'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2665' 
 AA2665'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2665'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHEAST ALONG ROUTE 29
 AA2665'(NORTH WASHINGTON STREET) 0.2 MILES (0.3 KM) TO ITS INTERSECTION WITH
 AA2665'GREAT FALLS STREET.  TURN LEFT AND PROCEED NORTHWEST ALONG GREAT FALLS
 AA2665'STREET 0.5 MILES (0.8 KM) TO ITS INTERSECTION WITH LINCOLN AVENUE AND
 AA2665'THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION.
 AA2665' 
 AA2665'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2665'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2665'STAMPED FC GPS NO. 02 1994.
 AA2665' 
 AA2665'THE STATION IS 32.6 FEET (9.9 M) SOUTHWEST FROM THE CENTERLINE OF WEST
 AA2665'GREAT FALLS STREET, 5.3 FEET (1.6 M) WEST FROM A FENCE CORNER, AND
 AA2665'29.2 FEET (8.9 M) NORTHEAST FROM A FENCE CORNER.
 AA2665
 AA2665                          STATION RECOVERY (2002)
 AA2665
 AA2665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 AA2665'STATION IS INSIDE PARK FENCE, 40 INCHES FROM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2666 ***********************************************************************
 AA2666  DESIGNATION -  FC GPS 03
 AA2666  PID         -  AA2666
 AA2666  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2666  USGS QUAD   -  FALLS CHURCH (1994)
 AA2666
 AA2666                         *CURRENT SURVEY CONTROL
 AA2666  ___________________________________________________________________
 AA2666* NAD 83(1993)-  38 53 00.26716(N)    077 10 25.15802(W)     ADJUSTED  
 AA2666* NAVD 88     -       100.969  (meters)     331.26   (feet)  ADJUSTED  
 AA2666  ___________________________________________________________________
 AA2666  X           -   1,103,661.018 (meters)                     COMP
 AA2666  Y           -  -4,847,464.112 (meters)                     COMP
 AA2666  Z           -   3,982,293.184 (meters)                     COMP
 AA2666  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AA2666  ELLIP HEIGHT-          69.11  (meters)          (05/17/02) GPS OBS
 AA2666  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AA2666  DYNAMIC HT  -         100.913 (meters)     331.08  (feet)  COMP
 AA2666  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 AA2666
 AA2666  HORZ ORDER  -  FIRST
 AA2666  VERT ORDER  -  THIRD
 AA2666  ELLP ORDER  -  FOURTH    CLASS II
 AA2666
 AA2666.The horizontal coordinates were established by GPS observations
 AA2666.and adjusted by the National Geodetic Survey in May 1995..
 AA2666
 AA2666.The orthometric height was determined by differential leveling
 AA2666.and adjusted by the National Geodetic Survey in September 2004..
 AA2666.No vertical observational check was made to the station.
 AA2666
 AA2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2666
 AA2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2666
 AA2666.The ellipsoidal height was determined by GPS observations
 AA2666.and is referenced to NAD 83.
 AA2666
 AA2666.The geoid height was determined by GEOID03.
 AA2666
 AA2666.The dynamic height is computed by dividing the NAVD 88
 AA2666.geopotential number by the normal gravity value computed on the
 AA2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2666.degrees latitude (g = 980.6199 gals.).
 AA2666
 AA2666.The modeled gravity was interpolated from observed gravity values.
 AA2666
 AA2666;                    North         East     Units Scale Factor Converg.
 AA2666;SPC VA N     - 2,135,889.556 3,615,076.115   MT  0.99995913   +0 49 40.1
 AA2666;SPC VA N     - 7,007,497.65 11,860,462.22   sFT  0.99995913   +0 49 40.1
 AA2666;UTM  18      - 4,306,083.926   311,461.205   MT  1.00003773   -1 21 53.6
 AA2666
 AA2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2666!SPC VA N     -   0.99998916  x   0.99995913  =   0.99994829
 AA2666!UTM  18      -   0.99998916  x   1.00003773  =   1.00002689
 AA2666
 AA2666|---------------------------------------------------------------------|
 AA2666| PID    Reference Object                     Distance      Geod. Az  |
 AA2666|                                                           dddmmss.s |
 AA2666| AA2664 FC GPS 01                           241.656 METERS 02337     |
 AA2666|---------------------------------------------------------------------|
 AA2666
 AA2666                          SUPERSEDED SURVEY CONTROL
 AA2666
 AA2666  ELLIP H (05/30/95)   69.09   (m)                       GP(       ) 4 2
 AA2666  NGVD 29 (05/30/95)  101.18   (m)          332.0    (f) LEVELING    3  
 AA2666
 AA2666.Superseded values are not recommended for survey control.
 AA2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2666.See file dsdata.txt to determine how the superseded data were derived.
 AA2666
 AA2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1146106084(NAD 83)
 AA2666_MARKER: DD = SURVEY DISK
 AA2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2666_STAMPING: FC GPS NO. 03 1994
 AA2666_MARK LOGO: VA-059
 AA2666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2666+STABILITY: SURFACE MOTION
 AA2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2666+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 AA2666
 AA2666  HISTORY     - Date     Condition        Report By
 AA2666  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2666  HISTORY     - 19940310 GOOD             GEOMET
 AA2666  HISTORY     - 20050313 GOOD             GEOCAC
 AA2666
 AA2666                          STATION DESCRIPTION
 AA2666
 AA2666'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2666'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2666'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2666'ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7 (BROAD STREET)
 AA2666'0.2 MILE (0.3 KM) TO THE FALLS CHURCH POST OFFICE ON THE LEFT.  TURN
 AA2666'LEFT INTO THE PARKING LOT TO THE STATION ON THE LEFT. THE STATION IS A
 AA2666'3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF A 10 INCH
 AA2666'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED FC GPS
 AA2666'NO. 03 1994. THE STATION IS 99.0 FEET (30.2 M) SOUTH FROM THE
 AA2666'NORTHEAST CORNER OF THE BUILDING, 87.9 FEET (26.8 M) SOUTHEAST FROM
 AA2666'THE SOUTHWEST CORNER OF THE BUILDING, AND 91.6 FEET (27.9 M) SOUTHWEST
 AA2666'FROM FACE OF CURB CORNER OF THE PARKING LOT.
 AA2666
 AA2666                          STATION RECOVERY (1994)
 AA2666
 AA2666'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2666'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2666' 
 AA2666'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2666'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7
 AA2666'(BROAD STREET) 0.2 MILES (0.3 KM) TO THE FALLS CHURCH POST OFFICE ON
 AA2666'THE LEFT.  TURN LEFT INTO THE PARKING LOT TO THE STATION ON THE LEFT.
 AA2666' 
 AA2666'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2666'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2666'STAMPED FC GPS NO. 03 1994.
 AA2666' 
 AA2666'THE STATION IS 99.0 FEET (30.2 M) SOUTHEAST FROM THE NORTHEAST CORNER
 AA2666'OF THE BUILDING, 87.9 FEET (26.8 M) SOUTHEAST FROM THE SOUTHWEST
 AA2666'CORNER OF THE BUILDING, AND 91.6 FEET (27.9 M) SOUTHWEST FROM FACE OF
 AA2666'CURB CORNER OF THE PARKING LOT.
 AA2666
 AA2666                          STATION RECOVERY (2005)
 AA2666
 AA2666'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 AA2666'STATION LOCATED AS DESCRIBED IN THE PARKING LOT OF THE FALLS CHURCH
 AA2666'POST OFFICE AND ABOUT SEVEN FEET NNW OF A METAL LIGHT POLE. IT IS THE
 AA2666'EASTERNMOST OF TWO SUCH POLES, AND THE FIRST ONE ENCOUNTERED WHEN
 AA2666'ENTERING THE PARKING LOT FROM BROAD STREET.
 AA2666' 
 AA2666'STATION DISK IS ALSO ABOUT 6 INCHES NNW OF A TWO-INCH SQUARE STEEL
 AA2666'SIGNPOST NEAR THE END OF A SMALL ISLAND JUTTING INTO THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2667 ***********************************************************************
 AA2667  DESIGNATION -  FC GPS 04
 AA2667  PID         -  AA2667
 AA2667  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2667  USGS QUAD   -  FALLS CHURCH (1994)
 AA2667
 AA2667                         *CURRENT SURVEY CONTROL
 AA2667  ___________________________________________________________________
 AA2667* NAD 83(1993)-  38 53 30.51177(N)    077 11 11.66757(W)     ADJUSTED  
 AA2667* NAVD 88     -       107.078  (meters)     351.31   (feet)  ADJUSTED  
 AA2667  ___________________________________________________________________
 AA2667  X           -   1,102,439.169 (meters)                     COMP
 AA2667  Y           -  -4,847,146.582 (meters)                     COMP
 AA2667  Z           -   3,983,023.018 (meters)                     COMP
 AA2667  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA2667  ELLIP HEIGHT-          75.27  (meters)          (05/17/02) GPS OBS
 AA2667  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AA2667  DYNAMIC HT  -         107.019 (meters)     351.11  (feet)  COMP
 AA2667  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 AA2667
 AA2667  HORZ ORDER  -  FIRST
 AA2667  VERT ORDER  -  THIRD
 AA2667  ELLP ORDER  -  FOURTH    CLASS II
 AA2667
 AA2667.The horizontal coordinates were established by GPS observations
 AA2667.and adjusted by the National Geodetic Survey in May 1995..
 AA2667
 AA2667.The orthometric height was determined by differential leveling
 AA2667.and adjusted by the National Geodetic Survey in September 2004..
 AA2667.No vertical observational check was made to the station.
 AA2667
 AA2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2667
 AA2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2667
 AA2667.The ellipsoidal height was determined by GPS observations
 AA2667.and is referenced to NAD 83.
 AA2667
 AA2667.The geoid height was determined by GEOID03.
 AA2667
 AA2667.The dynamic height is computed by dividing the NAVD 88
 AA2667.geopotential number by the normal gravity value computed on the
 AA2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2667.degrees latitude (g = 980.6199 gals.).
 AA2667
 AA2667.The modeled gravity was interpolated from observed gravity values.
 AA2667
 AA2667;                    North         East     Units Scale Factor Converg.
 AA2667;SPC VA N     - 2,136,805.961 3,613,941.946   MT  0.99995982   +0 49 11.0
 AA2667;SPC VA N     - 7,010,504.22 11,856,741.20   sFT  0.99995982   +0 49 11.0
 AA2667;UTM  18      - 4,307,043.134   310,362.842   MT  1.00004285   -1 22 23.7
 AA2667
 AA2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2667!SPC VA N     -   0.99998819  x   0.99995982  =   0.99994801
 AA2667!UTM  18      -   0.99998819  x   1.00004285  =   1.00003104
 AA2667
 AA2667:                Primary Azimuth Mark                     Grid Az
 AA2667:SPC VA N     -  FC GPS 06                                211 52 45.0
 AA2667:UTM  18      -  FC GPS 06                                214 04 19.7
 AA2667
 AA2667|---------------------------------------------------------------------|
 AA2667| PID    Reference Object                     Distance      Geod. Az  |
 AA2667|                                                           dddmmss.s |
 AA2667| AA2669 FC GPS 06                           APPROX. 0.7 KM 2124156.0 |
 AA2667|---------------------------------------------------------------------|
 AA2667
 AA2667                          SUPERSEDED SURVEY CONTROL
 AA2667
 AA2667  ELLIP H (05/30/95)   75.25   (m)                       GP(       ) 4 2
 AA2667  NGVD 29 (05/30/95)  107.30   (m)          352.0    (f) LEVELING    3  
 AA2667
 AA2667.Superseded values are not recommended for survey control.
 AA2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2667.See file dsdata.txt to determine how the superseded data were derived.
 AA2667
 AA2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1036307043(NAD 83)
 AA2667_MARKER: DD = SURVEY DISK
 AA2667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA2667_SP_SET: TRAFFIC ISLAND OF BRIDGE
 AA2667_STAMPING: FC GPS NO. 04 1994
 AA2667_MARK LOGO: VA-059
 AA2667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2667+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2003
 AA2667
 AA2667  HISTORY     - Date     Condition        Report By
 AA2667  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2667  HISTORY     - 19940310 GOOD             GEOMET
 AA2667  HISTORY     - 19991213 GOOD             GEOMET
 AA2667  HISTORY     - 20030504 GOOD             GEOCAC
 AA2667
 AA2667                          STATION DESCRIPTION
 AA2667
 AA2667'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2667'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA ABOUT
 AA2667'1.15 MILES (1.85 KM) NORTHWEST OF THE JUNCTION OF ROUTE 7 (BROAD
 AA2667'STREET) AND ROUTE 29 (WASHINGTON STREET) . TO REACH THE STATION FROM
 AA2667'THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND ROUTE 7 (BROAD
 AA2667'STREET) PROCEED NORTHWEST ALONG ROUTE 7 (BROAD STREET) 1.15 MILES
 AA2667'(1.85 KM) TO THE WASHINGTON AND OLD DOMINION RAILROAD TRAIL AND THE
 AA2667'STATION ON THE LEFT. THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY
 AA2667'DISK SET IN THE CONCRETE TRAFFIC ISLAND OF WASHINGTON AND OLD DOMINION
 AA2667'RAILROAD TRAIL AND IS STAMPED FC GPS NO. 04 1994. THE STATION IS 10.0
 AA2667'FEET (3.0 M) NORTHWEST FROM THE CORNER OF THE BRIDGE, 10.0 FEET (3.0
 AA2667'M) SOUTHEAST FROM THE CORNER OF THE BRIDGE AND 3.5 FEET (1.1 M)
 AA2667'SOUTHWEST FROM THE BRIDGE OVERPASS. THIS MONUMENT IS NOT TO BE USED
 AA2667'FOR SURVEYING PURPOSES, DUE TO SAFETY CONSIDERATION OF THE WASHINGTON
 AA2667'AND OLD DOMINION RAILROAD TRAIL USERS.  IT IS FOR REFERENCE PURPOSES
 AA2667'ONLY, AND ANY USER ATTEMPTING TO USE IT FOR SURVEY WORK ASSUMES ALL
 AA2667'RISK ASSOCIATED WITH ITS USE. PLEASE USE FC GPS 09 FOR SURVEY WORK.
 AA2667'FC GPS 09 IS EASILY FOUND WITHIN APPROXIMATELY 20 METERS (65.6 FT) OF
 AA2667'FC GPS 04.
 AA2667
 AA2667                          STATION RECOVERY (1994)
 AA2667
 AA2667'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2667'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA ABOUT
 AA2667'1.15 MILES (1.85 KM) NORTHWEST OF THE JUNCTION OF ROUTE 7 (BROAD
 AA2667'STREET) AND ROUTE 29 (WASHINGTON STREET).
 AA2667' 
 AA2667'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2667'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7
 AA2667'(BROAD STREET) 1.15 MILES (1.85 KM) TO THE WASHINGTON AND OLD DOMINION
 AA2667'RAILROAD TRAIL AND THE STATION ON THE LEFT.
 AA2667' 
 AA2667'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE
 AA2667'CONCRETE TRAFFIC ISLAND OF WASHINGTON AND OLD DOMINION RAILROAD TRAIL
 AA2667'AND IS STAMPED FC GPS NO. 04 1994.
 AA2667' 
 AA2667'THE STATION IS 10.0 FEET (3.0 M) NORTHWEST FROM THE CORNER OF THE
 AA2667'BRIDGE, 10.0 FEET (3.0 M) SOUTHEAST FROM THE CORNER OF THE BRIDGE AND
 AA2667'3.5 FEET (1.1 M) SOUTHWEST FROM THE BRIDGE OVERPASS.
 AA2667' 
 AA2667'THIS MONUMENT IS NOT TO BE USED FOR SURVEYING PURPOSES, DUE TO SAFETY
 AA2667'CONSIDERATION OF THE WASHINGTON AND OLD DOMINION RAILROAD TRAIL USERS.
 AA2667'IT IS FOR REFERENCE PURPOSES ONLY, AND ANY USER ATTEMPTING TO USE IT
 AA2667'FOR SURVEY WORK ASSUMES ALL RISK ASSOCIATED WITH ITS USE. PLEASE USE
 AA2667'FC GPS 09 FOR SURVEY WORK.  FC GPS 09 IS EASILY FOUND WITHIN
 AA2667'APPROXIMATELY 20 METERS (65.6 FT) OF FC GPS 04.
 AA2667
 AA2667                          STATION RECOVERY (1999)
 AA2667
 AA2667'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1999 (BCL)
 AA2667'GOOD CONDITION.
 AA2667
 AA2667                          STATION RECOVERY (2003)
 AA2667
 AA2667'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AA2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2668 ***********************************************************************
 AA2668  DESIGNATION -  FC GPS 05
 AA2668  PID         -  AA2668
 AA2668  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2668  USGS QUAD   -  FALLS CHURCH (1994)
 AA2668
 AA2668                         *CURRENT SURVEY CONTROL
 AA2668  ___________________________________________________________________
 AA2668* NAD 83(1993)-  38 53 10.56033(N)    077 09 48.59568(W)     ADJUSTED  
 AA2668* NAVD 88     -        88.077  (meters)     288.97   (feet)  ADJUSTED  
 AA2668  ___________________________________________________________________
 AA2668  X           -   1,104,473.760 (meters)                     COMP
 AA2668  Y           -  -4,847,064.340 (meters)                     COMP
 AA2668  Z           -   3,982,532.170 (meters)                     COMP
 AA2668  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AA2668  ELLIP HEIGHT-          56.22  (meters)          (05/17/02) GPS OBS
 AA2668  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AA2668  DYNAMIC HT  -          88.029 (meters)     288.81  (feet)  COMP
 AA2668  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 AA2668
 AA2668  HORZ ORDER  -  FIRST
 AA2668  VERT ORDER  -  THIRD
 AA2668  ELLP ORDER  -  FOURTH    CLASS II
 AA2668
 AA2668.The horizontal coordinates were established by GPS observations
 AA2668.and adjusted by the National Geodetic Survey in May 1995..
 AA2668
 AA2668.The orthometric height was determined by differential leveling
 AA2668.and adjusted by the National Geodetic Survey in September 2004..
 AA2668
 AA2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2668
 AA2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2668
 AA2668.The ellipsoidal height was determined by GPS observations
 AA2668.and is referenced to NAD 83.
 AA2668
 AA2668.The geoid height was determined by GEOID03.
 AA2668
 AA2668.The dynamic height is computed by dividing the NAVD 88
 AA2668.geopotential number by the normal gravity value computed on the
 AA2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2668.degrees latitude (g = 980.6199 gals.).
 AA2668
 AA2668.The modeled gravity was interpolated from observed gravity values.
 AA2668
 AA2668;                    North         East     Units Scale Factor Converg.
 AA2668;SPC VA N     - 2,136,219.700 3,615,952.603   MT  0.99995936   +0 50 02.9
 AA2668;SPC VA N     - 7,008,580.80 11,863,337.83   sFT  0.99995936   +0 50 02.9
 AA2668;UTM  18      - 4,306,380.316   312,349.751   MT  1.00003362   -1 21 30.9
 AA2668
 AA2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2668!SPC VA N     -   0.99999118  x   0.99995936  =   0.99995054
 AA2668!UTM  18      -   0.99999118  x   1.00003362  =   1.00002480
 AA2668
 AA2668:                Primary Azimuth Mark                     Grid Az
 AA2668:SPC VA N     -  FC GPS 01                                262 11 25.0
 AA2668:UTM  18      -  FC GPS 01                                264 22 58.8
 AA2668
 AA2668|---------------------------------------------------------------------|
 AA2668| PID    Reference Object                     Distance      Geod. Az  |
 AA2668|                                                           dddmmss.s |
 AA2668| AA2664 FC GPS 01                           APPROX. 0.8 KM 2630127.9 |
 AA2668|---------------------------------------------------------------------|
 AA2668
 AA2668                          SUPERSEDED SURVEY CONTROL
 AA2668
 AA2668  ELLIP H (05/30/95)   56.19   (m)                       GP(       ) 4 2
 AA2668  NGVD 29 (05/30/95)   88.29   (m)          289.7    (f) LEVELING    3  
 AA2668
 AA2668.Superseded values are not recommended for survey control.
 AA2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2668.See file dsdata.txt to determine how the superseded data were derived.
 AA2668
 AA2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1235006380(NAD 83)
 AA2668_MARKER: DD = SURVEY DISK
 AA2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2668_STAMPING: FC GPS NO. 05 1994
 AA2668_MARK LOGO: VA-059
 AA2668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2668+STABILITY: SURFACE MOTION
 AA2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2668+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 AA2668
 AA2668  HISTORY     - Date     Condition        Report By
 AA2668  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2668  HISTORY     - 19940310 GOOD             GEOMET
 AA2668  HISTORY     - 20020726 GOOD             GEOMET
 AA2668
 AA2668                          STATION DESCRIPTION
 AA2668
 AA2668'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2668'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2668'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2668'ROUTE 7 (BROAD STREET) PROCEED NORTHEAST ALONG ROUTE 29 (NORTH
 AA2668'WASHINGTON STREET) 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH GRESHAM
 AA2668'PLACE.  THE STATION IS LOCATED ALONG A BRICK WALL IN THE SOUTHEAST
 AA2668'CORNER OF THE INTERSECTION. THE STATION IS A 3.5 INCH BRASS FAIRFAX
 AA2668'COUNTY DISK SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA2668'FLUSH WITH THE GROUND AND IS STAMPED FC GPS NO. 05 1994. THE STATION
 AA2668'IS 25.2 FEET (7.7 M) SOUTHEAST FROM THE EDGE OF PAVEMENT OF NORTH
 AA2668'WASHINGTON STREET, 11.1 FEET (3.4 M) NORTHEAST FROM THE EDGE OF
 AA2668'PAVEMENT OF GRESHAM PLACE, AND 15.3 FEET (4.7 M) NORTHEAST FROM A FIRE
 AA2668'HYDRANT.
 AA2668
 AA2668                          STATION RECOVERY (1994)
 AA2668
 AA2668'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2668'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2668' 
 AA2668'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2668'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHEAST ALONG ROUTE 29
 AA2668'(NORTH WASHINGTON STREET) 0.5 MILES (0.8 KM) TO ITS INTERSECTION WITH
 AA2668'GRESHAM PLACE.  THE STATION IS LOCATED ALONG A BRICK WALL IN THE
 AA2668'SOUTHEAST CORNER OF THE INTERSECTION.
 AA2668' 
 AA2668'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2668'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2668'STAMPED FC GPS NO. 05 1994.
 AA2668' 
 AA2668'THE STATION IS 25.2 FEET (7.7 M) SOUTHEAST FROM THE EDGE OF PAVEMENT
 AA2668'OF NORTH WASHINGTON STREET, 11.1 FEET (3.4 M) NORTHEAST FROM THE EDGE
 AA2668'OF PAVEMENT OF GRESHAM PLACE, AND 15.3 FEET (4.7 M) NORTHEAST FROM A
 AA2668'FIRE HYDRANT.
 AA2668
 AA2668                          STATION RECOVERY (2002)
 AA2668
 AA2668'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (BCL)
 AA2668'13.0' SOUTHEAST OF A STREET SIGN, 1.5' WEST OF A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2669 ***********************************************************************
 AA2669  DESIGNATION -  FC GPS 06
 AA2669  PID         -  AA2669
 AA2669  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2669  USGS QUAD   -  FALLS CHURCH (1994)
 AA2669
 AA2669                         *CURRENT SURVEY CONTROL
 AA2669  ___________________________________________________________________
 AA2669* NAD 83(1993)-  38 53 11.84938(N)    077 11 26.99619(W)     ADJUSTED  
 AA2669* NAVD 88     -        99.252  (meters)     325.63   (feet)  ADJUSTED  
 AA2669  ___________________________________________________________________
 AA2669  X           -   1,102,157.698 (meters)                     COMP
 AA2669  Y           -  -4,847,574.855 (meters)                     COMP
 AA2669  Z           -   3,982,570.143 (meters)                     COMP
 AA2669  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AA2669  ELLIP HEIGHT-          67.42  (meters)          (05/17/02) GPS OBS
 AA2669  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AA2669  DYNAMIC HT  -          99.197 (meters)     325.45  (feet)  COMP
 AA2669  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 AA2669
 AA2669  HORZ ORDER  -  FIRST
 AA2669  VERT ORDER  -  THIRD
 AA2669  ELLP ORDER  -  FOURTH    CLASS II
 AA2669
 AA2669.The horizontal coordinates were established by GPS observations
 AA2669.and adjusted by the National Geodetic Survey in May 1995..
 AA2669
 AA2669.The orthometric height was determined by differential leveling
 AA2669.and adjusted by the National Geodetic Survey in September 2004..
 AA2669.No vertical observational check was made to the station.
 AA2669
 AA2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2669
 AA2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2669
 AA2669.The ellipsoidal height was determined by GPS observations
 AA2669.and is referenced to NAD 83.
 AA2669
 AA2669.The geoid height was determined by GEOID03.
 AA2669
 AA2669.The dynamic height is computed by dividing the NAVD 88
 AA2669.geopotential number by the normal gravity value computed on the
 AA2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2669.degrees latitude (g = 980.6199 gals.).
 AA2669
 AA2669.The modeled gravity was interpolated from observed gravity values.
 AA2669
 AA2669;                    North         East     Units Scale Factor Converg.
 AA2669;SPC VA N     - 2,136,225.274 3,613,580.793   MT  0.99995939   +0 49 01.5
 AA2669;SPC VA N     - 7,008,599.09 11,855,556.32   sFT  0.99995939   +0 49 01.5
 AA2669;UTM  18      - 4,306,476.644   309,979.701   MT  1.00004464   -1 22 32.8
 AA2669
 AA2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2669!SPC VA N     -   0.99998942  x   0.99995939  =   0.99994881
 AA2669!UTM  18      -   0.99998942  x   1.00004464  =   1.00003406
 AA2669
 AA2669:                Primary Azimuth Mark                     Grid Az
 AA2669:SPC VA N     -  FC GPS 04                                031 52 44.9
 AA2669:UTM  18      -  FC GPS 04                                034 04 19.2
 AA2669
 AA2669|---------------------------------------------------------------------|
 AA2669| PID    Reference Object                     Distance      Geod. Az  |
 AA2669|                                                           dddmmss.s |
 AA2669| AA2667 FC GPS 04                           APPROX. 0.7 KM 0324146.4 |
 AA2669|---------------------------------------------------------------------|
 AA2669
 AA2669                          SUPERSEDED SURVEY CONTROL
 AA2669
 AA2669  ELLIP H (05/30/95)   67.41   (m)                       GP(       ) 4 2
 AA2669  NGVD 29 (05/30/95)   99.47   (m)          326.3    (f) LEVELING    3  
 AA2669
 AA2669.Superseded values are not recommended for survey control.
 AA2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2669.See file dsdata.txt to determine how the superseded data were derived.
 AA2669
 AA2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0998006477(NAD 83)
 AA2669_MARKER: DD = SURVEY DISK
 AA2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2669_STAMPING: FC GPS NO. 06 1994
 AA2669_MARK LOGO: VA-059
 AA2669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2669+STABILITY: SURFACE MOTION
 AA2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2669+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2001
 AA2669
 AA2669  HISTORY     - Date     Condition        Report By
 AA2669  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2669  HISTORY     - 19940310 GOOD             GEOMET
 AA2669  HISTORY     - 20010402 GOOD             DEWDAV
 AA2669  HISTORY     - 20030504 GOOD             GEOCAC
 AA2669
 AA2669                          STATION DESCRIPTION
 AA2669
 AA2669'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2669'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2669'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2669'ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7 (BROAD STREET)
 AA2669'1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH WEST STREET.  TURN LEFT AND
 AA2669'PROCEED SOUTHWEST ALONG SOUTH WEST STREET 0.5 MILE (0.8 KM) TO ITS
 AA2669'INTERSECTION WITH RANDOLPH STREET.  TURN LEFT AND PROCEED SOUTHEAST
 AA2669'ALONG RANDOLPH STREET 0.1 MILE (0.2 KM) TO ITS INTERSECTION WITH LYNN
 AA2669'PLACE.  TURN RIGHT AND PROCEED SOUTHWEST ALONG LYNN PLACE 0.05 MILE
 AA2669'(0.08 KM) TO THE GATE OF ROBERTS PARK AND THE STATION LOCATED NEAR THE
 AA2669'SHELTER AND AN OLD WATER FOUNTAIN. THE STATION IS A 3.5 INCH BRASS
 AA2669'FAIRFAX COUNTY DISK SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA2669'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED FC GPS NO. 06 1994. THE
 AA2669'STATION IS 33.5 FEET (10.2 M) SOUTHWEST FROM THE GATE, 22.9 FEET (7.0
 AA2669'M) NORTHEAST FROM THE SOUTHWEST CORNER OF THE SHELTER, 6.7 FEET (2.0
 AA2669'M) SOUTHEAST FROM THE WATER FOUNTAIN, AND 19.8 FEET (6.0 M) SOUTHEAST
 AA2669'FROM THE NORTHEAST CORNER OF THE SHELTER.
 AA2669
 AA2669                          STATION RECOVERY (1994)
 AA2669
 AA2669'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2669'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2669' 
 AA2669'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2669'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7
 AA2669'(BROAD STREET) 1.0 MILES (1.6 KM) TO ITS INTERSECTION WITH WEST
 AA2669'STREET.  TURN LEFT AND PROCEED SOUTHWEST ALONG SOUTH WEST STREET 0.5
 AA2669'MILES (0.8 KM) TO ITS INTERSECTION WITH RANDOLPH STREET.  TURN LEFT
 AA2669'AND PROCEED SOUTHEAST ALONG RANDOLPH STREET 0.1 MILES (0.2 KM) TO ITS
 AA2669'INTERSECTION WITH LYNN PLACE. TURN RIGHT AND PROCEED SOUTHWEST ALONG
 AA2669'LYNN PLACE 0.05 MILES (0.08 KM) TO THE GATE OF ROBERTS PARK AND THE
 AA2669'STATION LOCATED NEAR THE SHELTER AND AN OLD WATER FOUNTAIN.
 AA2669' 
 AA2669'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2669'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2669'STAMPED FC GPS NO. 06 1994.
 AA2669' 
 AA2669'THE STATION IS 33.5 FEET (10.2 M) SOUTHWEST FROM THE GATE, 22.9 FEET
 AA2669'(7.0 M) NORTHEAST FROM THE SOUTHWEST CORNER OF THE SHELTER, 6.7 FEET
 AA2669'(2.0 M) SOUTHEAST FROM THE WATER FOUNTAIN, AND 19.8 FEET (6.0 M)
 AA2669'SOUTHEAST FROM THE NORTHEAST CORNER OF THE SHELTER.
 AA2669
 AA2669                          STATION RECOVERY (2001)
 AA2669
 AA2669'RECOVERY NOTE BY DEWBERRY DAVIS 2001 (CSW)
 AA2669'RECOVERED IN GOOD CONDITION.
 AA2669
 AA2669                          STATION RECOVERY (2003)
 AA2669
 AA2669'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AA2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2670 ***********************************************************************
 AA2670  DESIGNATION -  FC GPS 07
 AA2670  PID         -  AA2670
 AA2670  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2670  USGS QUAD   -  FALLS CHURCH (1994)
 AA2670
 AA2670                         *CURRENT SURVEY CONTROL
 AA2670  ___________________________________________________________________
 AA2670* NAD 83(1993)-  38 52 47.03796(N)    077 10 44.58570(W)     ADJUSTED  
 AA2670* NAVD 88     -        85.392  (meters)     280.16   (feet)  ADJUSTED  
 AA2670  ___________________________________________________________________
 AA2670  X           -   1,103,258.573 (meters)                     COMP
 AA2670  Y           -  -4,847,805.909 (meters)                     COMP
 AA2670  Z           -   3,981,965.836 (meters)                     COMP
 AA2670  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AA2670  ELLIP HEIGHT-          53.53  (meters)          (05/17/02) GPS OBS
 AA2670  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 AA2670  DYNAMIC HT  -          85.345 (meters)     280.00  (feet)  COMP
 AA2670  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 AA2670
 AA2670  HORZ ORDER  -  FIRST
 AA2670  VERT ORDER  -  THIRD
 AA2670  ELLP ORDER  -  FOURTH    CLASS II
 AA2670
 AA2670.The horizontal coordinates were established by GPS observations
 AA2670.and adjusted by the National Geodetic Survey in May 1995..
 AA2670
 AA2670.The orthometric height was determined by differential leveling
 AA2670.and adjusted by the National Geodetic Survey in September 2004..
 AA2670
 AA2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2670
 AA2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2670
 AA2670.The ellipsoidal height was determined by GPS observations
 AA2670.and is referenced to NAD 83.
 AA2670
 AA2670.The geoid height was determined by GEOID03.
 AA2670
 AA2670.The dynamic height is computed by dividing the NAVD 88
 AA2670.geopotential number by the normal gravity value computed on the
 AA2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2670.degrees latitude (g = 980.6199 gals.).
 AA2670
 AA2670.The modeled gravity was interpolated from observed gravity values.
 AA2670
 AA2670;                    North         East     Units Scale Factor Converg.
 AA2670;SPC VA N     - 2,135,474.915 3,614,613.800   MT  0.99995883   +0 49 27.9
 AA2670;SPC VA N     - 7,006,137.28 11,858,945.44   sFT  0.99995883   +0 49 27.9
 AA2670;UTM  18      - 4,305,687.245   310,983.326   MT  1.00003996   -1 22 05.4
 AA2670
 AA2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2670!SPC VA N     -   0.99999160  x   0.99995883  =   0.99995043
 AA2670!UTM  18      -   0.99999160  x   1.00003996  =   1.00003156
 AA2670
 AA2670:                Primary Azimuth Mark                     Grid Az
 AA2670:SPC VA N     -  FC GPS 03                                048 06 42.2
 AA2670:UTM  18      -  FC GPS 03                                050 18 15.5
 AA2670
 AA2670|---------------------------------------------------------------------|
 AA2670| PID    Reference Object                     Distance      Geod. Az  |
 AA2670|                                                           dddmmss.s |
 AA2670| AA2666 FC GPS 03                           APPROX. 0.6 KM 0485610.1 |
 AA2670| AA2671 FC GPS 08                           APPROX. 1.0 KM 0895632.7 |
 AA2670| HV9516 V 1765                              APPROX. 0.5 KM 3071401.9 |
 AA2670|---------------------------------------------------------------------|
 AA2670
 AA2670                          SUPERSEDED SURVEY CONTROL
 AA2670
 AA2670  ELLIP H (05/30/95)   53.52   (m)                       GP(       ) 4 2
 AA2670  NGVD 29 (05/30/95)   85.61   (m)          280.9    (f) LEVELING    3  
 AA2670
 AA2670.Superseded values are not recommended for survey control.
 AA2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2670.See file dsdata.txt to determine how the superseded data were derived.
 AA2670
 AA2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1098305687(NAD 83)
 AA2670_MARKER: DD = SURVEY DISK
 AA2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2670_STAMPING: FC GPS NO. 07 1994
 AA2670_MARK LOGO: VA-059
 AA2670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2670+STABILITY: SURFACE MOTION
 AA2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2670+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2004
 AA2670
 AA2670  HISTORY     - Date     Condition        Report By
 AA2670  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2670  HISTORY     - 19940310 GOOD             GEOMET
 AA2670  HISTORY     - 20030910 GOOD             BOWMAN
 AA2670  HISTORY     - 20040110 GOOD             BOWMAN
 AA2670
 AA2670                          STATION DESCRIPTION
 AA2670
 AA2670'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2670'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2670'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2670'ROUTE 7 (BROAD STREET) PROCEED SOUTHWEST ALONG ROUTE 29 (SOUTH
 AA2670'WASHINGTON STREET) 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH SOUTH
 AA2670'MAPLE AVENUE.  TURN RIGHT AND PROCEED NORTHEAST ALONG SOUTH MAPLE
 AA2670'AVENUE 0.05 MILE (0.08 KM) TO THE ENTRANCE TO CAVALIER TRAIL PARK.
 AA2670'TURN LEFT AND PROCEED NORTH ABOUT 100 FEET (30.5 M) TO THE STATION ON
 AA2670'THE LEFT. THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN
 AA2670'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 AA2670'AND IS STAMPED FC GPS NO. 07 1994. THE STATION IS 47.0 FEET (14.3 M)
 AA2670'SOUTHEAST FROM LIGHT POLE NUMBER QD57, 27.7 FEET (8.4 M) SOUTHWEST
 AA2670'FROM THE EDGE OF A GUARDRAIL, 7.8 FEET (2.4 M) SOUTHWEST FROM A 4 FOOT
 AA2670'(1.2 M) MAPLE TREE, AND 6.4 FEET (2.0 M) NORTHEAST FROM THE EDGE OF
 AA2670'PAVEMENT TO THE PARKING AREA.
 AA2670
 AA2670                          STATION RECOVERY (1994)
 AA2670
 AA2670'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2670'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2670' 
 AA2670'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2670'STREET) AND ROUTE 7 (BROAD STREET) PROCEED SOUTHWEST ALONG ROUTE 29
 AA2670'(SOUTH WASHINGTON STREET) 0.5 MILES (0.8 KM) TO ITS INTERSECTION WITH
 AA2670'SOUTH MAPLE AVENUE.  TURN RIGHT AND PROCEED NORTHEAST ALONG SOUTH
 AA2670'MAPLE AVENUE 0.05 MILES (0.08 KM) TO THE ENTRANCE TO CAVALIER TRAIL
 AA2670'PARK.  TURN LEFT AND PROCEED NORTH ABOUT 100 FEET (30.5 M) TO THE
 AA2670'STATION ON THE LEFT.
 AA2670' 
 AA2670'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2670'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2670'STAMPED FC GPS NO. 07 1994.
 AA2670' 
 AA2670'THE STATION IS 47.0 FEET (14.3 M) SOUTHWEST FROM LIGHT POLE NUMBER
 AA2670'QD57, 27.7 FEET (8.4 M) NORTHWEST FROM THE EDGE OF A GUARD RAIL, 7.8
 AA2670'FEET (2.4 M) NORTHWEST FROM A 4 FOOT (1.2 M) MAPLE TREE, AND 6.4 FEET
 AA2670'(2.0 M) SOUTHEAST FROM THE EDGE OF PAVEMENT TO THE PARKING AREA.
 AA2670
 AA2670                          STATION RECOVERY (2003)
 AA2670
 AA2670'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2003 (PJT)
 AA2670'RECOVERED AS DESCRIBED
 AA2670
 AA2670                          STATION RECOVERY (2004)
 AA2670
 AA2670'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2004 (PJT)
 AA2670'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2671 ***********************************************************************
 AA2671  DESIGNATION -  FC GPS 08
 AA2671  PID         -  AA2671
 AA2671  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2671  USGS QUAD   -  FALLS CHURCH (1994)
 AA2671
 AA2671                         *CURRENT SURVEY CONTROL
 AA2671  ___________________________________________________________________
 AA2671* NAD 83(1993)-  38 52 47.06974(N)    077 10 01.29685(W)     ADJUSTED  
 AA2671* NAVD 88     -       105.309  (meters)     345.50   (feet)  ADJUSTED  
 AA2671  ___________________________________________________________________
 AA2671  X           -   1,104,279.262 (meters)                     COMP
 AA2671  Y           -  -4,847,588.758 (meters)                     COMP
 AA2671  Z           -   3,981,979.083 (meters)                     COMP
 AA2671  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AA2671  ELLIP HEIGHT-          73.42  (meters)          (05/17/02) GPS OBS
 AA2671  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AA2671  DYNAMIC HT  -         105.251 (meters)     345.31  (feet)  COMP
 AA2671  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 AA2671
 AA2671  HORZ ORDER  -  FIRST
 AA2671  VERT ORDER  -  THIRD
 AA2671  ELLP ORDER  -  FOURTH    CLASS II
 AA2671
 AA2671.The horizontal coordinates were established by GPS observations
 AA2671.and adjusted by the National Geodetic Survey in May 1995..
 AA2671
 AA2671.The orthometric height was determined by differential leveling
 AA2671.and adjusted by the National Geodetic Survey in September 2004..
 AA2671
 AA2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2671
 AA2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2671
 AA2671.The ellipsoidal height was determined by GPS observations
 AA2671.and is referenced to NAD 83.
 AA2671
 AA2671.The geoid height was determined by GEOID03.
 AA2671
 AA2671.The dynamic height is computed by dividing the NAVD 88
 AA2671.geopotential number by the normal gravity value computed on the
 AA2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2671.degrees latitude (g = 980.6199 gals.).
 AA2671
 AA2671.The modeled gravity was interpolated from observed gravity values.
 AA2671
 AA2671;                    North         East     Units Scale Factor Converg.
 AA2671;SPC VA N     - 2,135,490.976 3,615,657.050   MT  0.99995883   +0 49 55.0
 AA2671;SPC VA N     - 7,006,189.98 11,862,368.17   sFT  0.99995883   +0 49 55.0
 AA2671;UTM  18      - 4,305,663.379   312,026.509   MT  1.00003511   -1 21 38.2
 AA2671
 AA2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2671!SPC VA N     -   0.99998848  x   0.99995883  =   0.99994731
 AA2671!UTM  18      -   0.99998848  x   1.00003511  =   1.00002359
 AA2671
 AA2671:                Primary Azimuth Mark                     Grid Az
 AA2671:SPC VA N     -  FC GPS 05                                022 04 34.7
 AA2671:UTM  18      -  FC GPS 05                                024 16 07.9
 AA2671
 AA2671|---------------------------------------------------------------------|
 AA2671| PID    Reference Object                     Distance      Geod. Az  |
 AA2671|                                                           dddmmss.s |
 AA2671| AA2668 FC GPS 05                           APPROX. 0.8 KM 0225429.7 |
 AA2671|---------------------------------------------------------------------|
 AA2671
 AA2671                          SUPERSEDED SURVEY CONTROL
 AA2671
 AA2671  ELLIP H (05/30/95)   73.40   (m)                       GP(       ) 4 2
 AA2671  NGVD 29 (05/30/95)  105.52   (m)          346.2    (f) LEVELING    3  
 AA2671
 AA2671.Superseded values are not recommended for survey control.
 AA2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2671.See file dsdata.txt to determine how the superseded data were derived.
 AA2671
 AA2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1202705663(NAD 83)
 AA2671_MARKER: DD = SURVEY DISK
 AA2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2671_STAMPING: FC GPS NO. 08 1994
 AA2671_MARK LOGO: VA-059
 AA2671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2671+STABILITY: SURFACE MOTION
 AA2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2671+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AA2671
 AA2671  HISTORY     - Date     Condition        Report By
 AA2671  HISTORY     - 1994     MONUMENTED       GEOMET
 AA2671  HISTORY     - 19940310 GOOD             GEOMET
 AA2671  HISTORY     - 20020905 GOOD             GEOCAC
 AA2671
 AA2671                          STATION DESCRIPTION
 AA2671
 AA2671'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 AA2671'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA. TO REACH
 AA2671'THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND
 AA2671'ROUTE 7 (BROAD STREET) PROCEED SOUTHEAST ALONG ROUTE 7 (BROAD STREET)
 AA2671'0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH NORTH FAIRFAX STREET.
 AA2671'PROCEED SOUTHEAST ALONG BROAD STREET APPROXIMATELY 300 FEET (91.4 M)
 AA2671'TO THE STATION ON THE LEFT. THE STATION IS A 3.5 INCH BRASS FAIRFAX
 AA2671'COUNTY DISK SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA2671'FLUSH WITH THE GROUND AND IS STAMPED FC GPS NO. 08 1994. THE STATION
 AA2671'IS 11.0 FEET (3.4 M) NORTHWEST FROM POWER POLE NUMBER XD44, 1.6 FEET
 AA2671'(0.5 M) NORTHEAST FROM THE BACK OF SIDEWALK, AND APPROXIMATELY 39.2
 AA2671'FEET (11.9 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF AN ASPHALT WALK.
 AA2671
 AA2671                          STATION RECOVERY (1994)
 AA2671
 AA2671'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2671'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA.
 AA2671' 
 AA2671'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2671'STREET) AND ROUTE 7 (BROAD STREET) PROCEED SOUTHEAST ALONG ROUTE 7
 AA2671'(BROAD STREET) 0.2 MILES (0.3 KM) TO ITS INTERSECTION WITH NORTH
 AA2671'FAIRFAX STREET.  PROCEED SOUTHEAST ALONG BROAD STREET APPROXIMATELY
 AA2671'300 FEET (91.4 M) TO THE STATION ON THE LEFT.
 AA2671' 
 AA2671'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2671'A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 AA2671'STAMPED FC GPS NO. 08 1994.
 AA2671' 
 AA2671'THE STATION IS 11.0 FEET (3.4 M) NORTHWEST FROM POWER POLE NUMBER
 AA2671'XD44, 1.6 FEET (0.5 M) NORTHEAST FROM THE BACK OF SIDEWALK, AND
 AA2671'APPROXIMATELY 39.2 FEET (11.9 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 AA2671'AN ASPHALT WALK.
 AA2671
 AA2671                          STATION RECOVERY (2002)
 AA2671
 AA2671'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 AA2671'STATION LOCATED AS DESCRIBED ALONG BROAD STREET (RT. 7) IN FALLS
 AA2671'CHURCH IN FRONT OF DONALD S. FRADY PARK, BETWEEN HOUSE NUMBERS 303 AND
 AA2671'317. IT IS NORTH (NOT NORTHWEST) OF AND ACROSS THE SIDEWALK FROM THE
 AA2671'POWER POLE, WHICH IS LABELED 303K AS WELL AS XD44. THE ASPHALT WALK
 AA2671'MENTIONED IN THE DESCRIPTION WAS NOT OBSERVED BUT APPEARS TO HAVE BEEN
 AA2671'REPAVED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2672 ***********************************************************************
 AA2672  DESIGNATION -  FC GPS 09
 AA2672  PID         -  AA2672
 AA2672  STATE/COUNTY-  VA/C OF FALLS CHURCH
 AA2672  USGS QUAD   -  FALLS CHURCH (1994)
 AA2672
 AA2672                         *CURRENT SURVEY CONTROL
 AA2672  ___________________________________________________________________
 AA2672* NAD 83(1993)-  38 53 31.06401(N)    077 11 11.47554(W)     ADJUSTED  
 AA2672* NAVD 88     -       103.287  (meters)     338.87   (feet)  ADJUSTED  
 AA2672  ___________________________________________________________________
 AA2672  X           -   1,102,440.654 (meters)                     COMP
 AA2672  Y           -  -4,847,132.246 (meters)                     COMP
 AA2672  Z           -   3,983,033.887 (meters)                     COMP
 AA2672  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA2672  ELLIP HEIGHT-          71.47  (meters)          (05/17/02) GPS OBS
 AA2672  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AA2672  DYNAMIC HT  -         103.230 (meters)     338.68  (feet)  COMP
 AA2672  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 AA2672
 AA2672  HORZ ORDER  -  FIRST
 AA2672  VERT ORDER  -  THIRD
 AA2672  ELLP ORDER  -  FOURTH    CLASS II
 AA2672
 AA2672.The horizontal coordinates were established by GPS observations
 AA2672.and adjusted by the National Geodetic Survey in May 1995..
 AA2672
 AA2672.The orthometric height was determined by differential leveling
 AA2672.and adjusted by the National Geodetic Survey in September 2004..
 AA2672.No vertical observational check was made to the station.
 AA2672
 AA2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2672
 AA2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2672
 AA2672.The ellipsoidal height was determined by GPS observations
 AA2672.and is referenced to NAD 83.
 AA2672
 AA2672.The geoid height was determined by GEOID03.
 AA2672
 AA2672.The dynamic height is computed by dividing the NAVD 88
 AA2672.geopotential number by the normal gravity value computed on the
 AA2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2672.degrees latitude (g = 980.6199 gals.).
 AA2672
 AA2672.The modeled gravity was interpolated from observed gravity values.
 AA2672
 AA2672;                    North         East     Units Scale Factor Converg.
 AA2672;SPC VA N     - 2,136,823.054 3,613,946.329   MT  0.99995983   +0 49 11.2
 AA2672;SPC VA N     - 7,010,560.30 11,856,755.58   sFT  0.99995983   +0 49 11.2
 AA2672;UTM  18      - 4,307,060.049   310,367.877   MT  1.00004283   -1 22 23.6
 AA2672
 AA2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2672!SPC VA N     -   0.99998879  x   0.99995983  =   0.99994862
 AA2672!UTM  18      -   0.99998879  x   1.00004283  =   1.00003162
 AA2672
 AA2672:                Primary Azimuth Mark                     Grid Az
 AA2672:SPC VA N     -  FC GPS 02                                094 56 50.0
 AA2672:UTM  18      -  FC GPS 02                                097 08 24.8
 AA2672
 AA2672|---------------------------------------------------------------------|
 AA2672| PID    Reference Object                     Distance      Geod. Az  |
 AA2672|                                                           dddmmss.s |
 AA2672| AA2665 FC GPS 02                           APPROX. 1.1 KM 0954601.2 |
 AA2672| AA2667 FC GPS 04                            17.647 METERS 19512     |
 AA2672|---------------------------------------------------------------------|
 AA2672
 AA2672                          SUPERSEDED SURVEY CONTROL
 AA2672
 AA2672  ELLIP H (05/30/95)   71.45   (m)                       GP(       ) 4 2
 AA2672  NGVD 29 (05/30/95)  103.51   (m)          339.6    (f) LEVELING    3  
 AA2672
 AA2672.Superseded values are not recommended for survey control.
 AA2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2672.See file dsdata.txt to determine how the superseded data were derived.
 AA2672
 AA2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1036807060(NAD 83)
 AA2672_MARKER: DD = SURVEY DISK
 AA2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2672_STAMPING: FC GPS NO. 09 1994
 AA2672_MARK LOGO: VA-059
 AA2672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2672+STABILITY: SURFACE MOTION
 AA2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2672+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2001
 AA2672
 AA2672  HISTORY     - Date     Condition        Report By
 AA2672  HISTORY     - 1994     MONUMENTED       VA0930
 AA2672  HISTORY     - 19940310 GOOD             GEOMET
 AA2672  HISTORY     - 20011207 GOOD             DEWDAV
 AA2672
 AA2672                          STATION DESCRIPTION
 AA2672
 AA2672'DESCRIBED BY CITY OF FALLS CHURCH VIRGINIA 1994 (MLK)
 AA2672'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA ABOUT
 AA2672'1.15 MILES (1.85 KM) NORTHWEST OF THE JUNCTION OF ROUTE 7 (BROAD
 AA2672'STREET) AND ROUTE 29 (WASHINGTON STREET) . TO REACH THE STATION FROM
 AA2672'THE INTERSECTION OF ROUTE 29 (WASHINGTON STREET) AND ROUTE 7 (BROAD
 AA2672'STREET) PROCEED NORTHWEST ALONG ROUTE 7 (BROAD STREET) 1.15 MILES
 AA2672'(1.85 KM) TO THE WASHINGTON AND OLD DOMINION RAILROAD TRAIL AND THE
 AA2672'STATION ON THE LEFT. THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY
 AA2672'DISK SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT FLUSH WITH THE
 AA2672'GROUND AND IS STAMPED FC GPS NO. 09 1994. THE STATION IS 16.8 FEET
 AA2672'(5.1 M) SOUTHWEST FROM THE BACK OF A BRICK SIDEWALK AND 5.2 FEET (1.6
 AA2672'M) NORTHWEST FROM THE EDGE OF AN ASPHALT BIKE ACCESS TRAIL.
 AA2672
 AA2672                          STATION RECOVERY (1994)
 AA2672
 AA2672'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994
 AA2672'THE STATION IS LOCATED IN THE CITY OF FALLS CHURCH, VIRGINIA ABOUT
 AA2672'1.15 MILES (1.85 KM) NORTHWEST OF THE JUNCTION OF ROUTE 7 (BROAD
 AA2672'STREET) AND ROUTE 29 (WASHINGTON STREET).
 AA2672' 
 AA2672'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 29 (WASHINGTON
 AA2672'STREET) AND ROUTE 7 (BROAD STREET) PROCEED NORTHWEST ALONG ROUTE 7
 AA2672'(BROAD STREET) 1.15 MILES (1.85 KM) TO THE WASHINGTON AND OLD DOMINION
 AA2672'RAILROAD TRAIL AND THE STATION ON THE LEFT.
 AA2672' 
 AA2672'THE STATION IS A 3.5 INCH BRASS FAIRFAX COUNTY DISK SET IN THE TOP OF
 AA2672'A 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED FC
 AA2672'GPS NO. 09 1994.
 AA2672' 
 AA2672'THE STATION IS 16.8 FEET (5.1 M) SOUTHWEST FROM THE BACK OF A BRICK
 AA2672'SIDE WALK AND 5.2 FEET (1.6 M) NORTHWEST FROM THE EDGE OF AN ASLPHALT
 AA2672'BIKE ACCESS TRAIL.
 AA2672
 AA2672                          STATION RECOVERY (2001)
 AA2672
 AA2672'RECOVERY NOTE BY DEWBERRY DAVIS 2001 (CSW)
 AA2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9197 ***********************************************************************
 AA9197  PACS        -  This is a Primary Airport Control Station.
 AA9197  DESIGNATION -  FCI A
 AA9197  PID         -  AA9197
 AA9197  STATE/COUNTY-  VA/CHESTERFIELD
 AA9197  USGS QUAD   -  CHESTERFIELD (1994)
 AA9197
 AA9197                         *CURRENT SURVEY CONTROL
 AA9197  ___________________________________________________________________
 AA9197* NAD 83(1993)-  37 23 50.84038(N)    077 31 00.75034(W)     ADJUSTED  
 AA9197* NAVD 88     -        60.84   (meters)     199.6    (feet)  GPS OBS   
 AA9197  ___________________________________________________________________
 AA9197  X           -   1,096,614.412 (meters)                     COMP
 AA9197  Y           -  -4,953,411.645 (meters)                     COMP
 AA9197  Z           -   3,852,545.614 (meters)                     COMP
 AA9197  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AA9197  ELLIP HEIGHT-          27.76  (meters)          (05/02/02) GPS OBS
 AA9197  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AA9197
 AA9197  HORZ ORDER  -  B
 AA9197  ELLP ORDER  -  FOURTH    CLASS II
 AA9197
 AA9197.This mark is at Chesterfield County Airport (FCI)
 AA9197
 AA9197.The horizontal coordinates were established by GPS observations
 AA9197.and adjusted by the National Geodetic Survey in March 1998..
 AA9197
 AA9197.The orthometric height was determined by GPS observations and a
 AA9197.high-resolution geoid model.
 AA9197
 AA9197.GPS derived orthometric heights for airport stations designated as
 AA9197.PACS or SACS are published to 2 decimal places.  This maintains
 AA9197.centimeter relative accuracy between the PACS and SACS.  It does
 AA9197.not indicate centimeter accuracy relative to other marks which are
 AA9197.part of the NAVD 88 network.
 AA9197
 AA9197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9197
 AA9197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9197
 AA9197.The ellipsoidal height was determined by GPS observations
 AA9197.and is referenced to NAD 83.
 AA9197
 AA9197.The geoid height was determined by GEOID03.
 AA9197
 AA9197;                    North         East     Units Scale Factor Converg.
 AA9197;SPC VA S     - 1,118,544.104 3,587,045.684   MT  0.99994554   +0 35 48.1
 AA9197;SPC VA S     - 3,669,756.78 11,768,499.05   sFT  0.99994554   +0 35 48.1
 AA9197;UTM  18      - 4,141,937.906   277,210.387   MT  1.00021145   -1 31 45.2
 AA9197
 AA9197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9197!SPC VA S     -   0.99999564  x   0.99994554  =   0.99994118
 AA9197!UTM  18      -   0.99999564  x   1.00021145  =   1.00020709
 AA9197
 AA9197                          SUPERSEDED SURVEY CONTROL
 AA9197
 AA9197  ELLIP H (03/24/98)   27.82   (m)                       GP(       ) 4 1
 AA9197  NAD 83(1993)-  37 23 50.84072(N)    077 31 00.75003(W) AD(       ) B
 AA9197  ELLIP H (11/22/95)   27.83   (m)                       GP(       ) 1 1
 AA9197
 AA9197.Superseded values are not recommended for survey control.
 AA9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9197.See file dsdata.txt to determine how the superseded data were derived.
 AA9197
 AA9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7721041938(NAD 83)
 AA9197_MARKER: I = METAL ROD
 AA9197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9197_STAMPING: FCI A 1994
 AA9197_MARK LOGO: NGS   
 AA9197_PROJECTION: FLUSH
 AA9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9197+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA9197_ROD/PIPE-DEPTH: 5.2  meters
 AA9197_SLEEVE-DEPTH  : 1.0 meters
 AA9197
 AA9197  HISTORY     - Date     Condition        Report By
 AA9197  HISTORY     - 1994     MONUMENTED       NGS
 AA9197  HISTORY     - 19941012 GOOD             NGS
 AA9197  HISTORY     - 19970314 GOOD             NGS
 AA9197  HISTORY     - 19991027 GOOD             USPSQD
 AA9197  HISTORY     - 20030717 GOOD             JCLS
 AA9197  HISTORY     - 20040624 GOOD             USPSQD
 AA9197
 AA9197                          STATION DESCRIPTION
 AA9197
 AA9197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9197'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH-SOUTHWEST OF
 AA9197'RICHMOND, 5 MI (8.0 KM) WEST OF I-95, AND 1 MI (1.6 KM) NORTH OF STATE
 AA9197'HIGHWAY 288, AT THE CHESTERFIELD COUNTY AIRPORT JUST SOUTH OF THE
 AA9197'AIRFIELD ON AIRPORT PROPERTY.  OWNERSHIP--CHESTERFIELD COUNTY AIRPORT,
 AA9197'7511 AIRFIELD DRIVE, RICHMOND, VA 23237.  JOHN LILLARD, DIRECTOR,
 AA9197'AVIATION SERVICES.  PHONE (804) 748-1615 OR 743-0771.
 AA9197' 
 AA9197'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 288 AND
 AA9197'STATE ROUTE 10 IN CHESTERFIELD, GO NORTH ON S.R.  10 FOR 0.4 MI (0.6
 AA9197'KM) TO WHITE PINE ROAD.  TURN LEFT AND GO WESTERLY ON WHITE PINE ROAD
 AA9197'TO AIRFIELD ROAD ON THE RIGHT.  STAY LEFT AND CONTINUE AHEAD ON WHITE
 AA9197'PINE ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 AA9197' 
 AA9197'LOCATED 19.4 MT SOUTH-SOUTHEAST FROM THE CENTERLINE OF WHITE PINE
 AA9197'ROAD, 12.9 MT EAST-NORTHEAST FROM THE CENTERLINE OF A DIRT AND GRAVEL
 AA9197'ROAD, 9.6 MT SOUTHEAST FROM THE EAST POST OF A CABLE GATE (KEY AT
 AA9197'AIRPORT) AND 0.7 MT WEST FROM A CARSONITE WITNESS POST.
 AA9197
 AA9197                          STATION RECOVERY (1997)
 AA9197
 AA9197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9197'RECOVERED AS DESCRIBED.
 AA9197
 AA9197                          STATION RECOVERY (1999)
 AA9197
 AA9197'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9197'RECOVERED IN GOOD CONDITION.
 AA9197
 AA9197                          STATION RECOVERY (2003)
 AA9197
 AA9197'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA9197'RECOVERED IN GOOD CONDITION.
 AA9197
 AA9197                          STATION RECOVERY (2004)
 AA9197
 AA9197'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AA9197'NEW AIRPORT DIRECTOR IS CHARLIE DANE AT 804.743.0771
 AA9197' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9198 ***********************************************************************
 AA9198  SACS        -  This is a Secondary Airport Control Station.
 AA9198  DESIGNATION -  FCI B
 AA9198  PID         -  AA9198
 AA9198  STATE/COUNTY-  VA/CHESTERFIELD
 AA9198  USGS QUAD   -  CHESTERFIELD (1994)
 AA9198
 AA9198                         *CURRENT SURVEY CONTROL
 AA9198  ___________________________________________________________________
 AA9198* NAD 83(1993)-  37 24 13.88215(N)    077 31 10.68416(W)     ADJUSTED  
 AA9198* NAVD 88     -        63.16   (meters)     207.2    (feet)  GPS OBS   
 AA9198  ___________________________________________________________________
 AA9198  X           -   1,096,283.010 (meters)                     COMP
 AA9198  Y           -  -4,953,044.992 (meters)                     COMP
 AA9198  Z           -   3,853,111.347 (meters)                     COMP
 AA9198  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AA9198  ELLIP HEIGHT-          30.09  (meters)          (05/15/02) GPS OBS
 AA9198  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AA9198
 AA9198  HORZ ORDER  -  FIRST
 AA9198  ELLP ORDER  -  FIFTH     CLASS II
 AA9198
 AA9198.This mark is at Chesterfield County Airport (FCI)
 AA9198
 AA9198.The horizontal coordinates were established by GPS observations
 AA9198.and adjusted by the National Geodetic Survey in April 1998..
 AA9198
 AA9198.The orthometric height was determined by GPS observations and a
 AA9198.high-resolution geoid model.
 AA9198
 AA9198.GPS derived orthometric heights for airport stations designated as
 AA9198.PACS or SACS are published to 2 decimal places.  This maintains
 AA9198.centimeter relative accuracy between the PACS and SACS.  It does
 AA9198.not indicate centimeter accuracy relative to other marks which are
 AA9198.part of the NAVD 88 network.
 AA9198
 AA9198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9198
 AA9198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9198
 AA9198.The ellipsoidal height was determined by GPS observations
 AA9198.and is referenced to NAD 83.
 AA9198
 AA9198.The geoid height was determined by GEOID03.
 AA9198
 AA9198;                    North         East     Units Scale Factor Converg.
 AA9198;SPC VA S     - 1,119,251.846 3,586,794.001   MT  0.99994560   +0 35 42.0
 AA9198;SPC VA S     - 3,672,078.76 11,767,673.32   sFT  0.99994560   +0 35 42.0
 AA9198;UTM  18      - 4,142,654.688   276,985.072   MT  1.00021268   -1 31 52.1
 AA9198
 AA9198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9198!SPC VA S     -   0.99999528  x   0.99994560  =   0.99994088
 AA9198!UTM  18      -   0.99999528  x   1.00021268  =   1.00020796
 AA9198
 AA9198                          SUPERSEDED SURVEY CONTROL
 AA9198
 AA9198  ELLIP H (04/02/98)   30.15   (m)                       GP(       ) 4 2
 AA9198  NAD 83(1993)-  37 24 13.88249(N)    077 31 10.68385(W) AD(       ) 1
 AA9198  ELLIP H (11/30/95)   30.17   (m)                       GP(       ) 4 2
 AA9198
 AA9198.Superseded values are not recommended for survey control.
 AA9198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9198.See file dsdata.txt to determine how the superseded data were derived.
 AA9198
 AA9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7698542655(NAD 83)
 AA9198_MARKER: I = METAL ROD
 AA9198_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9198_STAMPING: FCI B 1994
 AA9198_MARK LOGO: NGS   
 AA9198_PROJECTION: FLUSH
 AA9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9198+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA9198_ROD/PIPE-DEPTH: 5.8  meters
 AA9198_SLEEVE-DEPTH  : 1.0 meters
 AA9198
 AA9198  HISTORY     - Date     Condition        Report By
 AA9198  HISTORY     - 1994     MONUMENTED       NGS
 AA9198  HISTORY     - 19941012 GOOD             NGS
 AA9198  HISTORY     - 19970314 GOOD             NGS
 AA9198  HISTORY     - 19991027 GOOD             USPSQD
 AA9198  HISTORY     - 20040624 GOOD             USPSQD
 AA9198
 AA9198                          STATION DESCRIPTION
 AA9198
 AA9198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9198'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH-SOUTHWEST OF
 AA9198'RICHMOND, 5 MI (8.0 KM) WEST OF I-95, AND 1 MI (1.6 KM) NORTH OF STATE
 AA9198'HIGHWAY 288, AT THE CHESTERFIELD COUNTY AIRPORT SOUTHEAST OF THE STATE
 AA9198'POLICE HANGAR IN THE GRASS AREA BETWEEN THE AIRCRAFT PARKING AND THE
 AA9198'MAIN TAXIWAY.  PERMISSION MUST BE GAINED PRIOR TO ENTERING THE
 AA9198'AIRFIELD.  OWNERSHIP--CHESTERFIELD COUNTY AIRPORT, 7511 AIRFIELD
 AA9198'DRIVE, RICHMOND, VA 23237.  JOHN LILLARD, DIRECTOR, AVIATION SERVICES.
 AA9198'PHONE (804) 748-1615 OR 743-0771.
 AA9198' 
 AA9198'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 288 AND
 AA9198'STATE ROUTE 10 IN CHESTERFIELD, GO NORTH ON S.R.  10 FOR 0.4 MI (0.6
 AA9198'KM) TO WHITE PINE ROAD.  TURN LEFT AND GO WESTERLY ON WHITE PINE ROAD
 AA9198'TO AIRFIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 AA9198'AIRFIELD ROAD FOR 0.7 MI (1.1 KM) TO THE TERMINAL ON THE LEFT AND A
 AA9198'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND TURN LEFT FOR 0.25 MI
 AA9198'(0.40 KM) TO AIRPORT APRON.  TURN LEFT AND GO SOUTHWEST 0.25 MI (0.40
 AA9198'KM) TO THE STATION ON THE RIGHT ON TOP OF THE BERM.
 AA9198' 
 AA9198'LOCATED 64.4 MT EAST-NORTEAST FROM THE CENTERLINE OF A TAXIWAY, 31.0
 AA9198'MT SOUTHEAST FROM THE CENTERLINE OF A DIRT AND GRAVEL ROAD, AND 0.6 MT
 AA9198'SOUTHWEST FROM A CARSONITE WITNESS POST.
 AA9198
 AA9198                          STATION RECOVERY (1997)
 AA9198
 AA9198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9198'RECOVERED AS DESCRIBED.
 AA9198
 AA9198                          STATION RECOVERY (1999)
 AA9198
 AA9198'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9198'RECOVERED IN GOOD CONDITION.
 AA9198
 AA9198                          STATION RECOVERY (2004)
 AA9198
 AA9198'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AA9198'NEW AIRPORT DIRECTOR IS CHARLIE DANE AT 804.743.0771
 AA9198'WITNESS POST IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9199 ***********************************************************************
 AA9199  SACS        -  This is a Secondary Airport Control Station.
 AA9199  DESIGNATION -  FCI C
 AA9199  PID         -  AA9199
 AA9199  STATE/COUNTY-  VA/CHESTERFIELD
 AA9199  USGS QUAD   -  CHESTERFIELD (1994)
 AA9199
 AA9199                         *CURRENT SURVEY CONTROL
 AA9199  ___________________________________________________________________
 AA9199* NAD 83(1993)-  37 24 45.19484(N)    077 31 43.48407(W)     ADJUSTED  
 AA9199* NAVD 88     -        74.70   (meters)     245.1    (feet)  GPS OBS   
 AA9199  ___________________________________________________________________
 AA9199  X           -   1,095,370.717 (meters)                     COMP
 AA9199  Y           -  -4,952,655.644 (meters)                     COMP
 AA9199  Z           -   3,853,885.194 (meters)                     COMP
 AA9199  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 AA9199  ELLIP HEIGHT-          41.68  (meters)          (05/15/02) GPS OBS
 AA9199  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AA9199
 AA9199  HORZ ORDER  -  FIRST
 AA9199  ELLP ORDER  -  FIFTH     CLASS II
 AA9199
 AA9199.This mark is at Chesterfield County Airport (FCI)
 AA9199
 AA9199.The horizontal coordinates were established by GPS observations
 AA9199.and adjusted by the National Geodetic Survey in April 1998..
 AA9199
 AA9199.The orthometric height was determined by GPS observations and a
 AA9199.high-resolution geoid model.
 AA9199
 AA9199.GPS derived orthometric heights for airport stations designated as
 AA9199.PACS or SACS are published to 2 decimal places.  This maintains
 AA9199.centimeter relative accuracy between the PACS and SACS.  It does
 AA9199.not indicate centimeter accuracy relative to other marks which are
 AA9199.part of the NAVD 88 network.
 AA9199
 AA9199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9199
 AA9199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9199
 AA9199.The ellipsoidal height was determined by GPS observations
 AA9199.and is referenced to NAD 83.
 AA9199
 AA9199.The geoid height was determined by GEOID03.
 AA9199
 AA9199;                    North         East     Units Scale Factor Converg.
 AA9199;SPC VA S     - 1,120,208.752 3,585,977.473   MT  0.99994571   +0 35 22.1
 AA9199;SPC VA S     - 3,675,218.21 11,764,994.43   sFT  0.99994571   +0 35 22.1
 AA9199;UTM  18      - 4,143,641.495   276,204.400   MT  1.00021698   -1 32 13.1
 AA9199
 AA9199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9199!SPC VA S     -   0.99999346  x   0.99994571  =   0.99993917
 AA9199!UTM  18      -   0.99999346  x   1.00021698  =   1.00021044
 AA9199
 AA9199                          SUPERSEDED SURVEY CONTROL
 AA9199
 AA9199  ELLIP H (04/02/98)   41.73   (m)                       GP(       ) 4 2
 AA9199  NAD 83(1993)-  37 24 45.19518(N)    077 31 43.48376(W) AD(       ) 1
 AA9199  ELLIP H (11/30/95)   41.75   (m)                       GP(       ) 4 2
 AA9199
 AA9199.Superseded values are not recommended for survey control.
 AA9199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9199.See file dsdata.txt to determine how the superseded data were derived.
 AA9199
 AA9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG7620443641(NAD 83)
 AA9199_MARKER: I = METAL ROD
 AA9199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9199_STAMPING: FCI C 1994
 AA9199_MARK LOGO: NGS   
 AA9199_PROJECTION: FLUSH
 AA9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9199+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1997
 AA9199_ROD/PIPE-DEPTH: 14.3 meters
 AA9199_SLEEVE-DEPTH  : 1.0 meters
 AA9199
 AA9199  HISTORY     - Date     Condition        Report By
 AA9199  HISTORY     - 1994     MONUMENTED       NGS
 AA9199  HISTORY     - 19941012 GOOD             NGS
 AA9199  HISTORY     - 19970314 GOOD             NGS
 AA9199  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AA9199  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 AA9199
 AA9199                          STATION DESCRIPTION
 AA9199
 AA9199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AA9199'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH-SOUTHWEST OF
 AA9199'RICHMOND, 5 MI (8.0 KM) WEST OF I-95, AND 1 MI (1.6 KM) NORTH OF STATE
 AA9199'HIGHWAY 288, AT THE CHESTERFIELD COUNTY AIRPORT ON THE TOP OF A SMALL
 AA9199'RISE JUST EAST-SOUTHEAST OF RUNWAY END 15.  PERMISSION MUST BE GAINED
 AA9199'PRIOR TO ENTERING THE AIRFIELD.  OWNERSHIP--CHESTERFIELD COUNTY
 AA9199'AIRPORT, 7511 AIRFIELD DRIVE, RICHMOND, VA 23237.  JOHN LILLARD,
 AA9199'DIRECTOR, AVIATION SERVICES.  PHONE (804) 748-1615 OR 743-0771.
 AA9199' 
 AA9199'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 288 AND
 AA9199'STATE ROUTE 10 IN CHESTERFIELD, GO NORTH ON S.R.  10 FOR 0.4 MI (0.6
 AA9199'KM) TO WHITE PINE ROAD.  TURN LEFT AND GO WESTERLY ON WHITE PINE ROAD
 AA9199'TO AIRFIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 AA9199'AIRFIELD ROAD FOR 0.7 MI (1.1 KM) TO THE TERMINAL ON THE LEFT AND A
 AA9199'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND TURN LEFT FOR 0.3 MI (0.5
 AA9199'KM) TO A TAXIWAY.  TURN RIGHT AND GO NORTHWEST 0.5 MI (0.8 KM) ALONG
 AA9199'THE TAXIWAY TO THE STATION ON THE RIGHT ON TOP OF THE HILL.
 AA9199' 
 AA9199'LOCATED 48.5 MT SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY PAD AT
 AA9199'RUNWAY END 15, 42.8 MT NORTHEAST OF THE CENTERLINE OF THE TAXIWAY,
 AA9199'24.4 MT NORTHEAST OF A TELEPHONE PEDESTAL, AND 0.5 MT SOUTHWEST OF A
 AA9199'CARSONITE WITNESS POST.
 AA9199
 AA9199                          STATION RECOVERY (1997)
 AA9199
 AA9199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9199'RECOVERED AS DESCRIBED.
 AA9199
 AA9199                          STATION RECOVERY (1999)
 AA9199
 AA9199'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9199'MARK NOT FOUND.
 AA9199
 AA9199                          STATION RECOVERY (2004)
 AA9199
 AA9199'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AA9199'NEW AIRPORT DIRECTOR IS CHARLIE DANE AT 804.743.0771
 AA9199'RUNWAY 15 HAS BEEN EXTENDED AND ABOUT HALF OF THE PAD REMOVED.  THE
 AA9199'AREA AROUND THE STATAION LOCATION HAS BEEN GRADED AND FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2163 ***********************************************************************
 FZ2163  DESIGNATION -  FEATHERCAMP
 FZ2163  PID         -  FZ2163
 FZ2163  STATE/COUNTY-  VA/WASHINGTON
 FZ2163  USGS QUAD   -  KONNAROCK (1978)
 FZ2163
 FZ2163                         *CURRENT SURVEY CONTROL
 FZ2163  ___________________________________________________________________
 FZ2163* NAD 83(1993)-  36 39 53.89582(N)    081 43 02.62667(W)     ADJUSTED  
 FZ2163* NAVD 88     -      1151.     (meters)    3776.     (feet)  SCALED    
 FZ2163  ___________________________________________________________________
 FZ2163  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FZ2163  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ2163
 FZ2163  HORZ ORDER  -  SECOND
 FZ2163
 FZ2163.The horizontal coordinates were established by classical geodetic methods
 FZ2163.and adjusted by the National Geodetic Survey in September 1995..
 FZ2163
 FZ2163.The orthometric height was scaled from a topographic map.
 FZ2163
 FZ2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2163
 FZ2163.The geoid height was determined by GEOID03.
 FZ2163
 FZ2163;                    North         East     Units Scale Factor Converg.
 FZ2163;SPC VA S     - 1,041,704.662 3,212,412.518   MT  1.00002001   -1 57 09.8
 FZ2163;SPC VA S     - 3,417,659.38 10,539,390.07   sFT  1.00002001   -1 57 09.8
 FZ2163;UTM  17      - 4,057,947.245   435,889.455   MT  0.99965064   -0 25 42.2
 FZ2163
 FZ2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2163!SPC VA S     -   0.99982425  x   1.00002001  =   0.99984426
 FZ2163!UTM  17      -   0.99982425  x   0.99965064  =   0.99947495
 FZ2163
 FZ2163:                Primary Azimuth Mark                     Grid Az
 FZ2163:SPC VA S     -  FEATHERCAMP AZ MK                        100 59 45.4
 FZ2163:UTM  17      -  FEATHERCAMP AZ MK                        099 28 17.8
 FZ2163
 FZ2163|---------------------------------------------------------------------|
 FZ2163| PID    Reference Object                     Distance      Geod. Az  |
 FZ2163|                                                           dddmmss.s |
 FZ2163| DC3378 FEATHERCAMP AZ MK                                  0990235.6 |
 FZ2163| DC3379 FEATHERCAMP RM 1                     13.186 METERS 16554     |
 FZ2163| FZ2162 FEATHERCAMP FIRE LOOKOUT TOWER       26.930 METERS 24644     |
 FZ2163| DC3380 FEATHERCAMP RM 2                     24.027 METERS 25453     |
 FZ2163|---------------------------------------------------------------------|
 FZ2163
 FZ2163                          SUPERSEDED SURVEY CONTROL
 FZ2163
 FZ2163  NAD 83(1986)-  36 39 53.90636(N)    081 43 02.62410(W) AD(       ) 2
 FZ2163  NAD 27      -  36 39 53.49107(N)    081 43 03.19872(W) AD(       ) 2
 FZ2163
 FZ2163.Superseded values are not recommended for survey control.
 FZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2163.See file dsdata.txt to determine how the superseded data were derived.
 FZ2163
 FZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3588957947(NAD 83)
 FZ2163_MARKER: DS = TRIANGULATION STATION DISK
 FZ2163_SETTING: 80 = SET IN A BOULDER
 FZ2163_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FZ2163
 FZ2163  HISTORY     - Date     Condition        Report By
 FZ2163  HISTORY     - 1934     MONUMENTED       CGS
 FZ2163  HISTORY     - 1938     MARK NOT FOUND   CGS
 FZ2163
 FZ2163                          STATION DESCRIPTION
 FZ2163
 FZ2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ2163'IN UNAKA NATIONAL FOREST, ABOUT 5-1/2 MILES NORTH-NORTHWEST
 FZ2163'OF VIRGINIA-TENNESSEE-NORTH CAROLINA CORNER, 4-1/2 MILES
 FZ2163'NORTHEAST OF DAMASCUS, ON SUMMIT OF FEATHERCAMP PEAK OF
 FZ2163'GROSSES MOUNTAIN, 26.947 METERS (88.41 FEET)
 FZ2163'N 66 DEG 44 MIN E, FROM CENTER OF FEATHERCAMP, FIRE LOOKOUT TOWER,
 FZ2163'30 FEET NORTHWEST OF SMALL LOG CABIN, AND IN LONGITUDINAL
 FZ2163'CENTER OF SUMMIT.  TO REACH FROM RAILROAD CROSSING ON ROUTE 58
 FZ2163'IN DAMASCUS, GO EAST 6.8 MILES ON DIRT ROAD ON NORTH SIDE OF
 FZ2163'RAILROAD TRACKS TO TOP OF GRADE, TURN LEFT ONTO DIRT ROAD AND
 FZ2163'GO ABOUT 1.5 MILES TO SUMMIT AND STATION SITE.  MARKED BY
 FZ2163'STANDARD STATION DISK IN BOULDER.  REFERENCE MARK
 FZ2163'NO. 1 IS STANDARD REFERENCE DISK IN BEDROCK,
 FZ2163'DOWN EAST SLOPE, AND 43.26 FEET FROM STATION
 FZ2163'S 14 DEG 06 MIN E.  REFERENCE MARK NO. 2 IS PROBABLY
 FZ2163'STANDARD REFERENCE DISK IN TOP OF CONCRETE FOOTING OF
 FZ2163'NORTHWEST LEG OF FIRE TOWER, 78.83 FEET FROM STATION
 FZ2163'S 74 DEG 53 MIN W.  AZIMUTH MARK IS STANDARD
 FZ2163'REFERENCE DISK IN TOP OF BOULDER ON SOUTHWEST EDGE OF ROAD
 FZ2163'LEADING TO STATION, ABOUT 1/4 MILE WEST OF GROUP OF
 FZ2163'ROUGH FRAME BUILDINGS, AND BETWEEN 0.6 AND 0.7 MILE FROM
 FZ2163'STATION S 80 DEG 57 MIN E.
 FZ2163
 FZ2163                          STATION RECOVERY (1938)
 FZ2163
 FZ2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 FZ2163'CONSIDERABLE GRADING HAS RECENTLY BEEN DONE IN THE AREA WHERE
 FZ2163'STATION WAS PROBABLY LOCATED.  SURFACE STATION WAS NOT FOUND.  IT
 FZ2163'IS, HOWEVER, POSSIBLE THAT THE UNDERGROUND STATION IS STILL
 FZ2163'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ2162 ***********************************************************************
 FZ2162  DESIGNATION -  FEATHERCAMP FIRE LOOKOUT TOWER
 FZ2162  PID         -  FZ2162
 FZ2162  STATE/COUNTY-  VA/WASHINGTON
 FZ2162  USGS QUAD   -  KONNAROCK (1978)
 FZ2162
 FZ2162                         *CURRENT SURVEY CONTROL
 FZ2162  ___________________________________________________________________
 FZ2162* NAD 83(1993)-  36 39 53.55077(N)    081 43 03.62294(W)     ADJUSTED  
 FZ2162* NAVD 88     -                                                        
 FZ2162  ___________________________________________________________________
 FZ2162  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 FZ2162  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ2162
 FZ2162  HORZ ORDER  -  THIRD
 FZ2162
 FZ2162.The horizontal coordinates were established by classical geodetic methods
 FZ2162.and adjusted by the National Geodetic Survey in September 1995..
 FZ2162
 FZ2162
 FZ2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2162
 FZ2162.The geoid height was determined by GEOID03.
 FZ2162
 FZ2162;                    North         East     Units Scale Factor Converg.
 FZ2162;SPC VA S     - 1,041,694.875 3,212,387.429   MT  1.00002003   -1 57 10.4
 FZ2162;SPC VA S     - 3,417,627.27 10,539,307.76   sFT  1.00002003   -1 57 10.4
 FZ2162;UTM  17      - 4,057,936.798   435,864.644   MT  0.99965068   -0 25 42.8
 FZ2162
 FZ2162                          SUPERSEDED SURVEY CONTROL
 FZ2162
 FZ2162  NAD 83(1986)-  36 39 53.56199(N)    081 43 03.62145(W) AD(       ) 4
 FZ2162  NAD 27      -  36 39 53.14572(N)    081 43 04.19553(W) AD(       ) 3
 FZ2162
 FZ2162.Superseded values are not recommended for survey control.
 FZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2162.See file dsdata.txt to determine how the superseded data were derived.
 FZ2162
 FZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3586557937(NAD 83)
 FZ2162_MARKER: 57 = LOOKOUT TOWER
 FZ2162
 FZ2162  HISTORY     - Date     Condition        Report By
 FZ2162  HISTORY     - 1934     FIRST OBSERVED   CGS
 FZ2162  HISTORY     - 1979     GOOD             NCGS
 FZ2162
 FZ2162                          STATION DESCRIPTION
 FZ2162
 FZ2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FZ2162'TO REACH STATION FEATHERCAMP FROM RAILROAD CROSSING ON ROUTE 58
 FZ2162'IN DAMASCUS, GO EAST 6.8 MILES ON DIRT ROAD ON NORTH SIDE OF
 FZ2162'RAILROAD TRACKS TO TOP OF GRADE, TURN LEFT ONTO DIRT ROAD AND
 FZ2162'GO ABOUT 1.5 MILES TO SUMMIT AND STATION FEATHERCAMP.
 FZ2162
 FZ2162                          STATION RECOVERY (1979)
 FZ2162
 FZ2162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2162'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9031 ***********************************************************************
 HV9031  DESIGNATION -  FEATHERSTONE
 HV9031  PID         -  HV9031
 HV9031  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9031  USGS QUAD   -  OCCOQUAN (1994)
 HV9031
 HV9031                         *CURRENT SURVEY CONTROL
 HV9031  ___________________________________________________________________
 HV9031* NAD 83(1993)-  38 37 47.70240(N)    077 15 06.22952(W)     ADJUSTED  
 HV9031* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 HV9031  ___________________________________________________________________
 HV9031  X           -   1,100,925.139 (meters)                     COMP
 HV9031  Y           -  -4,866,071.765 (meters)                     COMP
 HV9031  Z           -   3,960,288.443 (meters)                     COMP
 HV9031  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 HV9031  ELLIP HEIGHT-         -27.79  (meters)          (05/17/02) GPS OBS
 HV9031  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HV9031
 HV9031  HORZ ORDER  -  SECOND
 HV9031  ELLP ORDER  -  FOURTH    CLASS II
 HV9031
 HV9031.The horizontal coordinates were established by GPS observations
 HV9031.and adjusted by the National Geodetic Survey in November 1994..
 HV9031
 HV9031.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9031
 HV9031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9031
 HV9031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9031
 HV9031.The ellipsoidal height was determined by GPS observations
 HV9031.and is referenced to NAD 83.
 HV9031
 HV9031.The geoid height was determined by GEOID03.
 HV9031
 HV9031;                    North         East     Units Scale Factor Converg.
 HV9031;SPC VA N     - 2,107,658.354 3,608,685.180   MT  0.99994841   +0 46 44.6
 HV9031;SPC VA N     - 6,914,875.78 11,839,494.63   sFT  0.99994841   +0 46 44.6
 HV9031;SPC MD       -   106,954.795   378,081.285   MT  0.99995901   -0 09 28.8
 HV9031;SPC MD       -   350,900.86  1,240,421.68   sFT  0.99995901   -0 09 28.8
 HV9031;UTM  18      - 4,278,114.549   303,995.841   MT  1.00007312   -1 24 22.2
 HV9031
 HV9031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9031!SPC VA N     -   1.00000436  x   0.99994841  =   0.99995277
 HV9031!SPC MD       -   1.00000436  x   0.99995901  =   0.99996337
 HV9031!UTM  18      -   1.00000436  x   1.00007312  =   1.00007748
 HV9031
 HV9031                          SUPERSEDED SURVEY CONTROL
 HV9031
 HV9031  ELLIP H (11/14/94)  -27.74   (m)                       GP(       ) 4 2
 HV9031  NAD 83(1993)-  38 37 47.70138(N)    077 15 06.23869(W) AD(       ) 2
 HV9031  ELLIP H (01/27/92)  -28.32   (m)                       GP(       ) 4 1
 HV9031  NAD 83(1986)-  38 37 47.70197(N)    077 15 06.24003(W) AD(       ) 2
 HV9031  NGVD 29 (01/20/89)    4.7    (m)           15.     (f) GPS OBS        
 HV9031
 HV9031.Superseded values are not recommended for survey control.
 HV9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9031.See file dsdata.txt to determine how the superseded data were derived.
 HV9031
 HV9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0399678115(NAD 83)
 HV9031_MARKER: DD = SURVEY DISK
 HV9031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9031_SP_SET: CONCRETE POST
 HV9031_STAMPING: 74 FEATHERSTONE 1986
 HV9031_MARK LOGO: VA-059
 HV9031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9031+STABILITY: SURFACE MOTION
 HV9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9031+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 HV9031
 HV9031  HISTORY     - Date     Condition        Report By
 HV9031  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9031  HISTORY     - 1986     GOOD             GEOHYD
 HV9031  HISTORY     - 19900115 GOOD             RDA
 HV9031  HISTORY     - 20050819 GOOD             ENGGRO
 HV9031
 HV9031                          STATION DESCRIPTION
 HV9031
 HV9031'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9031'THE STATION IS LOCATED IN EASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9031'ABOUT 5 MILES NORTHEAST OF DUMFRIES, VIRGINIA, AND IN THE SOUTHEAST
 HV9031'PART OF WOODBRIDGE, VIRGINIA.
 HV9031'
 HV9031'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 1, JEFFERSON
 HV9031'DAVIS HIGHWAY, AND ROUTE 636, FEATHERSTONE ROAD, GO EAST ON
 HV9031'FEATHERSTONE ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT, BEFORE A
 HV9031'SET OF RAILROAD TRACKS.
 HV9031'
 HV9031'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9031'AND IS STAMPED---74 FEATHERSTONE 1986---. THE STATION IS 22 FEET SOUTH
 HV9031'OF AN NGS BENCH MARK, BM 464 1971, 56 FEET WEST OF THE WESTERN RAIL OF
 HV9031'A SET OF RAILROAD TRACKS, 11 FEET SOUTHWEST OF THE CORNER POLE OF A
 HV9031'CHAIN LINK FENCE, AND 24.5 FEET EAST OF A POWER POLE.
 HV9031'
 HV9031'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9031'GROUND AND IS STAMPED---74 FEATHERSTONE AZIMUTH 1986---. IT IS 32 FEET
 HV9031'NORTH OF THE CENTERLINE OF FEATHERSTONE ROAD, 33.10 FEET NORTHWEST OF
 HV9031'A CHISELED X IN TOP BOLT OF A FIRE HYDRANT, 57.33 FEET SOUTH OF THE
 HV9031'SOUTHEAST CORNER OF A BRICK ENTRANCE WALL TO WILLBROOK SUBDIVISION.
 HV9031'
 HV9031'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON ROUTE 636
 HV9031'FOR 0.2 MILES TO THE INTERSECTION OF ROUTES 636 AND 731, WHICH IS
 HV9031'WALNUT STREET, TO THE MARK ON THE RIGHT, BEFORE THE INTERSECTION.
 HV9031
 HV9031                          STATION RECOVERY (1986)
 HV9031
 HV9031'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 HV9031'RECOVERED IN GOOD CONDITION.
 HV9031
 HV9031                          STATION RECOVERY (1990)
 HV9031
 HV9031'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 HV9031'THE STATION IS LOCATED IN EASTERN PRINCE WILLIAM COUNTY VIRGINIA,
 HV9031'ABOUT 5 MILES (8.0 KM) NORTHEAST OF DUMFRIES, VIRGINIA AND IN THE
 HV9031'SOUTHEAST PART OF WOODBRIDGE, VIRGINIA.      TO REACH THE STATION
 HV9031'FROM THE INTERSECTION OF STATE ROUTE 1, JEFFERSON DAVIS HIGHWAY, AND
 HV9031'ROUTE 636, FEATHERSTON ROAD, GO EAST ON FEATHERSTONE ROAD FOR 1.1
 HV9031'MILES (1.8 KM) TO THE STATION ON THE LEFT, BEFORE A SET OF RAILROAD
 HV9031'TRACKS.    THE STATION IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH
 HV9031'WITH THE GROUND AND IS STAMPED 74 FEATHERSTON 1986.  THE STATION IS
 HV9031'22 FEET (6.7 M) SOUTH OF AN NGS BENCH MARK, BM464 1971, 56 FEET
 HV9031'(17.1 M) WEST OF THE WESTERN RAIL OF A SET OF RAILROAD TRACKS, 11
 HV9031'FEET (3.4 M) SOUTHWEST OF THE CORNER POLE OF A CHAIN LINK FENCE, AND
 HV9031'24.5 FEET (7.5 M) EAST OF A POWER POLE.
 HV9031
 HV9031                          STATION RECOVERY (2005)
 HV9031
 HV9031'RECOVERY NOTE BY THE ENGINEERING GROUPE INC 2005 (BMT)
 HV9031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6925 ***********************************************************************
 HV6925  DESIGNATION -  FEDDLE 1932
 HV6925  PID         -  HV6925
 HV6925  STATE/COUNTY-  VA/WESTMORELAND
 HV6925  USGS QUAD   -  ST CLEMENTS ISLAND (1993)
 HV6925
 HV6925                         *CURRENT SURVEY CONTROL
 HV6925  ___________________________________________________________________
 HV6925* NAD 83(1993)-  38 07 35.08745(N)    076 43 20.65742(W)     ADJUSTED  
 HV6925* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HV6925  ___________________________________________________________________
 HV6925  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 HV6925  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HV6925
 HV6925  HORZ ORDER  -  THIRD
 HV6925
 HV6925.The horizontal coordinates were established by classical geodetic methods
 HV6925.and adjusted by the National Geodetic Survey in November 1994..
 HV6925
 HV6925.The orthometric height was scaled from a topographic map.
 HV6925
 HV6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6925
 HV6925.The geoid height was determined by GEOID03.
 HV6925
 HV6925;                    North         East     Units Scale Factor Converg.
 HV6925;SPC VA N     - 2,052,539.779 3,655,850.068   MT  0.99998488   +1 06 33.9
 HV6925;SPC VA N     - 6,734,040.92 11,994,234.76   sFT  0.99998488   +1 06 33.9
 HV6925;SPC VA S     - 1,200,464.760 3,655,858.107   MT  1.00003306   +1 04 43.9
 HV6925;SPC VA S     - 3,938,524.80 11,994,261.14   sFT  1.00003306   +1 04 43.9
 HV6925;UTM  18      - 4,221,242.198   349,031.953   MT  0.99988070   -1 03 49.0
 HV6925
 HV6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6925!SPC VA N     -   1.00000504  x   0.99998488  =   0.99998992
 HV6925!SPC VA S     -   1.00000504  x   1.00003306  =   1.00003810
 HV6925!UTM  18      -   1.00000504  x   0.99988070  =   0.99988574
 HV6925
 HV6925|---------------------------------------------------------------------|
 HV6925| PID    Reference Object                     Distance      Geod. Az  |
 HV6925|                                                           dddmmss.s |
 HV6925| HV6932 REED 1932                           219.297 METERS 00352     |
 HV6925| HV6942 WHITE OAK 1932                      487.467 METERS 0725717.8 |
 HV6925|---------------------------------------------------------------------|
 HV6925
 HV6925                          SUPERSEDED SURVEY CONTROL
 HV6925
 HV6925  NAD 83(1993)-  38 07 35.08579(N)    076 43 20.66213(W) AD(       ) 3
 HV6925  NAD 83(1986)-  38 07 35.08754(N)    076 43 20.67391(W) AD(       ) 3
 HV6925  NAD 27      -  38 07 34.61000(N)    076 43 21.77200(W) AD(       ) 3
 HV6925
 HV6925.Superseded values are not recommended for survey control.
 HV6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6925.See file dsdata.txt to determine how the superseded data were derived.
 HV6925
 HV6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH4903221242(NAD 83)
 HV6925_MARKER: Z = SEE DESCRIPTION
 HV6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6925+STABILITY: SURFACE MOTION
 HV6925
 HV6925  HISTORY     - Date     Condition        Report By
 HV6925  HISTORY     - 1932     MONUMENTED       VACF
 HV6925  HISTORY     - 1942     GOOD             CGS
 HV6925  HISTORY     - 1957     MARK NOT FOUND   CGS
 HV6925  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 HV6925  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 HV6925
 HV6925                          STATION DESCRIPTION
 HV6925
 HV6925'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6925'STATION IS ON POINT OF LAND ON THE EDGE OF THE HILL KNOWN AS
 HV6925'LITTLE MATHEWS POINT.  MARKED IN THE USUAL MANNER BY A 5-FOOT
 HV6925'SECTION OF 1-INCH GALVANIZED-IRON PIPE SURROUNDED NEAR THE
 HV6925'SURFACE OF THE GROUND BY A BLOCK OF CONCRETE.
 HV6925
 HV6925                          STATION RECOVERY (1942)
 HV6925
 HV6925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6925'THE STATION IS LOCATED ON THE WEST SHORE OF NOMINI CREEK ON A
 HV6925'POINT OF LAND KNOWN AS LITTLE MATHEWS POINT, 5 YARDS WEST OF THE
 HV6925'MEAN HIGH WATER LINE, AND 11.85 FEET SOUTH OF A NAIL IN A LOCUST TREE.
 HV6925'
 HV6925'THE STATION IS A 1-INCH GALVANIZED IRON PIPE SET IN AN IRREGULAR
 HV6925'CONCRETE MASS, WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 HV6925'THE PIPE PROJECTS 3 INCHES ABOVE THE GROUND AND IS IN GOOD CONDITION.
 HV6925'
 HV6925'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HV6925'DESCRIPTION IN THE U.S. COAST AND GEODETIC SURVEY GORDON H. WOOD,
 HV6925'JR. PUBLICATION DESCRIPTIONS OF TRIANGULATION SENIOR ENGINEERING
 HV6925'AID. STATIONS, POTOMAC RIVER, PART I, SMITH POINT TO PERSIMMON
 HV6925'POINT, VIRGINIA AND MD.--
 HV6925'
 HV6925'(1) DELETE REFERENCE TO TRIANGLE AND NAIL IN LOCUST TREE TO THE
 HV6925'SOUTHWEST AT 31.85 FEET.  THE TREE IS GONE.
 HV6925'
 HV6925'(2) DELETE REFERENCE TO TRIANGLE AND NAIL IN LOCUST TREE TO THE
 HV6925'WEST AT 18.25 FEET.  THE TREE IS GONE.
 HV6925
 HV6925                          STATION RECOVERY (1957)
 HV6925
 HV6925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6925'THE STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH.  THE LOCUST
 HV6925'TREE, MENTIONED IN THE 1942 RECOVERY NOTE, WAS BELIEVED TO HAVE
 HV6925'BEEN FOUND, BUT NOTHING COULD BE LOCATED AFTER A THOROUGH SEARCH.
 HV6925'THE STATION IS BELIEVED TO BE INTACT, BUT COVERED OVER BY LEAVES
 HV6925'AND DEBRIS.
 HV6925
 HV6925                          STATION RECOVERY (1998)
 HV6925
 HV6925'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6925'MARK NOT FOUND.
 HV6925
 HV6925                          STATION RECOVERY (2003)
 HV6925
 HV6925'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1920 ***********************************************************************
 FZ1920  DESIGNATION -  FELT
 FZ1920  PID         -  FZ1920
 FZ1920  STATE/COUNTY-  VA/CARROLL
 FZ1920  USGS QUAD   -  LAMBSBURG (1977)
 FZ1920
 FZ1920                         *CURRENT SURVEY CONTROL
 FZ1920  ___________________________________________________________________
 FZ1920* NAD 83(1993)-  36 37 23.75827(N)    080 49 27.83505(W)     ADJUSTED  
 FZ1920* NAVD 88     -       964.52   (+/-2cm)    3164.4    (feet)  VERTCON   
 FZ1920  ___________________________________________________________________
 FZ1920  X           -     817,362.964 (meters)                     COMP
 FZ1920  Y           -  -5,060,203.668 (meters)                     COMP
 FZ1920  Z           -   3,784,477.780 (meters)                     COMP
 FZ1920  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FZ1920  ELLIP HEIGHT-         932.38  (meters)          (03/13/03) GPS OBS
 FZ1920  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FZ1920
 FZ1920  HORZ ORDER  -  FIRST
 FZ1920  VERT ORDER  -  THIRD ? (See Below)
 FZ1920  ELLP ORDER  -  FOURTH    CLASS II
 FZ1920
 FZ1920.The horizontal coordinates were established by GPS observations
 FZ1920.and adjusted by the National Geodetic Survey in March 2003..
 FZ1920
 FZ1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1920.The vertical order pertains to the NGVD 29 superseded value.
 FZ1920
 FZ1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1920
 FZ1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1920
 FZ1920.The ellipsoidal height was determined by GPS observations
 FZ1920.and is referenced to NAD 83.
 FZ1920
 FZ1920.The geoid height was determined by GEOID03.
 FZ1920
 FZ1920;                    North         East     Units Scale Factor Converg.
 FZ1920;SPC VA S     - 1,034,734.940 3,292,100.085   MT  1.00002912   -1 24 38.6
 FZ1920;SPC VA S     - 3,394,792.88 10,800,831.70   sFT  1.00002912   -1 24 38.6
 FZ1920;SPC NC       -   320,264.445   446,393.954   MT  1.00015950   -1 03 10.8
 FZ1920;SPC NC       - 1,050,734.27  1,464,544.16   sFT  1.00015950   -1 03 10.8
 FZ1920;UTM  17      - 4,053,095.745   515,701.072   MT  0.99960304   +0 06 17.1
 FZ1920
 FZ1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1920!SPC VA S     -   0.99985369  x   1.00002912  =   0.99988281
 FZ1920!SPC NC       -   0.99985369  x   1.00015950  =   1.00001317
 FZ1920!UTM  17      -   0.99985369  x   0.99960304  =   0.99945679
 FZ1920
 FZ1920|---------------------------------------------------------------------|
 FZ1920| PID    Reference Object                     Distance      Geod. Az  |
 FZ1920|                                                           dddmmss.s |
 FZ1920| DC5085 FELT RM 1                            27.818 METERS 04728     |
 FZ1920| DC5086 FELT RM 2                            35.174 METERS 11813     |
 FZ1920| FZ1909 MT AIRY SPIPE NEAR WATER TANK       APPROX.22.9 KM 1224433.6 |
 FZ1920| FZ1902 GRAYSTONE INN WATER TANK            APPROX.26.3 KM 2083508.6 |
 FZ1920| FZ2848 FELT AZ MK                          309.307 METERS 23236     |
 FZ1920|---------------------------------------------------------------------|
 FZ1920
 FZ1920                          SUPERSEDED SURVEY CONTROL
 FZ1920
 FZ1920  NAD 83(1993)-  36 37 23.76138(N)    080 49 27.84362(W) AD(       ) 1
 FZ1920  ELLIP H (09/08/95)  932.09   (m)                       GP(       ) 4 2
 FZ1920  NAD 83(1986)-  36 37 23.76573(N)    080 49 27.84111(W) AD(       ) 1
 FZ1920  NAD 83(1986)-  36 37 23.76573(N)    080 49 27.84111(W) AD(       ) 3
 FZ1920  NAD 27      -  36 37 23.29300(N)    080 49 28.57800(W) AD(       ) 3
 FZ1920  NGVD 29 (07/19/86)  964.65   (m)         3164.9    (f) LEVELING    3  
 FZ1920
 FZ1920.Superseded values are not recommended for survey control.
 FZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1920.See file dsdata.txt to determine how the superseded data were derived.
 FZ1920
 FZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1570153096(NAD 83)
 FZ1920_MARKER: DS = TRIANGULATION STATION DISK
 FZ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1920_SP_SET: CONCRETE POST
 FZ1920_STAMPING: FELT 1933
 FZ1920_MARK LOGO: CGS   
 FZ1920_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1920+STABILITY: SURFACE MOTION
 FZ1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1920+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1995
 FZ1920
 FZ1920  HISTORY     - Date     Condition        Report By
 FZ1920  HISTORY     - 1933     MONUMENTED       CGS
 FZ1920  HISTORY     - 1933     GOOD             CGS
 FZ1920  HISTORY     - 1937     GOOD             VADH
 FZ1920  HISTORY     - 1963     GOOD             CGS
 FZ1920  HISTORY     - 1964     GOOD             VAGS
 FZ1920  HISTORY     - 1985     GOOD             NCGS
 FZ1920  HISTORY     - 1989     GOOD             VADHT
 FZ1920  HISTORY     - 19910627 GOOD             NCGS
 FZ1920  HISTORY     - 19950222 GOOD             NCGS
 FZ1920
 FZ1920                          STATION DESCRIPTION
 FZ1920
 FZ1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ1920'ABOUT 14-1/2 MILES NORTHWEST OF MOUNT AIRY, 11 MILES SOUTH-SOUTHWEST
 FZ1920'OF HILLSVILLE, AND 4 MILES NORTH OF VIRGINIA-NORTH CAROLINA
 FZ1920'STATE LINE, ON SUMMIT OF WHAT IS KNOWN LOCALLY AS FELTS KNOB,
 FZ1920'PROPERTY OWNED BY CHARLES FELTS.  TO REACH FROM FANCY GAP
 FZ1920'WHICH IS ON HIGHWAY BETWEEN MOUNT AIRY AND HILLSVILLE AT DIVIDE
 FZ1920'IN BLUE RIDGE, GO WEST 7.2 MILES ON STONE ROAD TO PIPER GAP,
 FZ1920'AND CONTINUE 3.75 MILES TO HOME OF CHARLES FELTS.  STATION IS
 FZ1920'ON SUMMIT OF HILL, ONE-FOURTH MILE NORTH OF AND 150 FEET
 FZ1920'HIGHER IN ELEVATION THAN FELTS HOUSE, 92 FEET NORTH OF SOUTH
 FZ1920'FENCE LINE, 91.5 FEET WEST OF EAST FENCE LINE, 125 FEET WEST
 FZ1920'OF EAST BROW OF KNOB, 115.5 FEET NORTHWEST OF SOUTHEAST CORNER
 FZ1920'OF FIELD, AND 8 FEET NORTHWEST OF DEAD STUMP.  SURFACE AND
 FZ1920'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FZ1920'CONCRE7A.  REFERENCE MARKS AND AZIMUTH MARK
 FZ1920'ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO. 1 IS
 FZ1920'ON EAST BROW OF KNOB, 91 FEET NORTH OF SOUTHEAST CORNER OF
 FZ1920'FIELD, 30 YARDS WEST OF ROW OF TREES, 102 FEET SOUTH OF DEAD
 FZ1920'TREE IN EAST FENCE LINE OF FIELD, AND 34.985 METERS
 FZ1920'(114.78 FEET) FROM STATION.  NO 2 IS IN SOUTHEAST
 FZ1920'CORNER OF FIELD, 30 YARDS WEST OF ROW OF TREES
 FZ1920'ON EAST BROW OF KNOB, 26 FEET SOUTHWEST OF ROCK PILE ON EAST SIDE
 FZ1920'OF FENCE, AND 27.697 METERS (90.87 FEET) FROM STATION.  AZIMUTH MARK
 FZ1920'IS IN FENCE LINE ON SUMMIT OF FIRST RISE WEST OF STATION, 115
 FZ1920'FEET NORTH OF EAST-AND-WEST FENCE, 180 YARDS SOUTHWEST OF LARGE
 FZ1920'ROCK PILE, FROM STATION.
 FZ1920
 FZ1920                          STATION RECOVERY (1933)
 FZ1920
 FZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FZ1920'RECOVERED IN GOOD CONDITION.
 FZ1920
 FZ1920                          STATION RECOVERY (1937)
 FZ1920
 FZ1920'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF HIGHWAYS 1937
 FZ1920'ALL POINTS WERE IN GOOD CONDITION.
 FZ1920
 FZ1920                          STATION RECOVERY (1963)
 FZ1920
 FZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FZ1920'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FZ1920'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK
 FZ1920'FAILED TO CHECK BY 1 FT 55 IN, REFERENCE MARK NO. 2 BY 1
 FZ1920'FT 22 IN.  THE DISTANCE FAILED TO CHECK TO REFERENCE MARK NO.
 FZ1920'1 BY 7.160 METERS, REFERENCE MARK NO. 2 BY 7.294 METERS.
 FZ1920'A NEW TO REACH FOLLOWS.
 FZ1920'
 FZ1920'TO REACH THE STATION FROM THE POST OFFICE IN GALAX, GO SOUTH
 FZ1920'ON STATE ROUTE 89 FOR 1.3 MILES TO THE JUNCTION OF STATE ROUTE
 FZ1920'97, TURN LEFT, EAST, ON STATE ROUTE 97 AND GO 5.85 MILES TO A
 FZ1920'SIDE ROAD RIGHT, COUNTY ROUTE 714, TURN RIGHT, SOUTH, ON COUNTY
 FZ1920'ROUTE 714 AND GO 0.2 MILE TO A WIRE GATE ON THE RIGHT AND
 FZ1920'A FARM LANE ON THE LEFT.  FROM THE GATE PACK WEST TO TOP OF
 FZ1920'HILL AND STATION.
 FZ1920'
 FZ1920'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 FZ1920'TOP OF RIDGE FOR 0.2 MILE TO THE MARK.
 FZ1920'
 FZ1920'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FZ1920
 FZ1920                          STATION RECOVERY (1964)
 FZ1920
 FZ1920'RECOVERY NOTE BY VIRGINIA GEODETIC SURVEY 1964 (PCD)
 FZ1920'R.M. 1 - NEEDS FURTHER SEARCH.  STATIOON RECOVERED.
 FZ1920'
 FZ1920'R.M. 2 - OK
 FZ1920'
 FZ1920'AZ. MARK - OK
 FZ1920'
 FZ1920'TO REACH FELT FROM MOUNT AIRY - GO NW ON SR 1624 TO VA. STATE
 FZ1920'LINE.  TO LAMBSBURG, VA., AND TO BLUE RIDGE PARKWAY (PIPERS
 FZ1920'GAP) WHERE VA 620 PASSES UNDER BLUE RIDGE PARKWAY.  GO UNDER
 FZ1920'BLUE RIDGE PARKWAY AND DRIVE ON VA 97 FOR 3.0 MILES TO A ROAD
 FZ1920'TO LEFT, VA 714.  A SIGN BLUE RIDGE CHAPEL, MISSION BAPTIST
 FZ1920'CHURCH 2.5 MILES POINTS LEFT DOWN 714.  TURN LEFT ON VA 714 AND
 FZ1920'GO 0.7 MILES TO A Y (714 AND 715).  JUST BEFORE Y THERE IS A
 FZ1920'BARN ON RIGHT SIDE OF 714.  STATION IS ON BARE HILL JUST
 FZ1920'BACK OF BARN.  714 AT THIS TIME IS GRAVEL, NOT BLACK TOP.
 FZ1920
 FZ1920                          STATION RECOVERY (1985)
 FZ1920
 FZ1920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FZ1920'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1920'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 FZ1920'
 FZ1920'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTH OF THE NC-VA
 FZ1920'STATE LINE.
 FZ1920'
 FZ1920'TO REACH THE STATION FROM VA 89 OVERPASS OF BLUE RIDGE PARKWAY,
 FZ1920'PROCEED NORTHEAST ALONG BLUE RIDGE PARKWAY FOR 10.3 KM (6.4 MI)
 FZ1920'TO VA 715, THENCE NORTH ALONG VA 715 FOR 1.2 KM (0.75 MI) TO VA 608
 FZ1920'AND PASTURE ROAD AT A BARN, THENCE NORTH ALONG PASTURE ROAD FOR 0.4
 FZ1920'KM (0.25 MI) TO HIGHEST POINT OF BALD MOUNTAIN.
 FZ1920'
 FZ1920'THE STATION IS A STANDARD CGS DISK STAMPED---FELT 1933---, SET INTO
 FZ1920'THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM IN DIAMETER, FLUSH WITH
 FZ1920'THE GROUND.  LOCATED 0.9 M (3.1 FEET) NORTH OF WITNESS POST, 27.9 M
 FZ1920'(91.5 FEET) WEST OF EASTERNMOST ROW OF WHITE PINES, 41.9 M (137.5
 FZ1920'FEET) SOUTH-SOUTHWEST OF DEAD TREE STUMP WITH REFERENCE TAG, AND
 FZ1920'68.0 M (223.0 FEET) SOUTH OF FENCE LINE.
 FZ1920'
 FZ1920'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED---FELT NO 1
 FZ1920'1933---,SET INTO A ROCK OUTCROP.  LOCATED 1.2 METERS (4.0 FEET)
 FZ1920'WEST-SOUTHWEST FROM WESTERNMOST ROW OF WHITE PINES, 25.6 METERS
 FZ1920'(84.0 FEET) SOUTH-SOUTHEAST FROM DEAD TREE STUMP WITH REFERENCE TAG
 FZ1920'AND 28.6 METERS (94.0 FEET) NORTHEAST FROM WITNESS POST.  MARK IS
 FZ1920'1.5 METERS LOWER THAN THE STATION.
 FZ1920'
 FZ1920'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 FZ1920'STAMPED---FELT NO 2 1933---,
 FZ1920'SET INTO A ROCK OUTCROP.  LOCATED 4.4 METERS (14.5 FEET) WEST FROM
 FZ1920'WESTERNMOST ROW OF WHITE PINES AND 34.9 METERS (114.4 FEET)
 FZ1920'SOUTHEAST OF WITNESS POST.  MARK IS 0.9 METERS LOWER THAN THE
 FZ1920'STATION.
 FZ1920'
 FZ1920'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---FELT 1933---, SET
 FZ1920'INTO A ROCK OUTCROP.  LOCATED 44.9 METERS (147.4 FT) WEST-SOUTHWEST
 FZ1920'OF 36-INCH POPLAR,
 FZ1920'41.7 METERS (136.7 FEET) NORTHEAST FROM 6 INCH SHORT LEAF PINE
 FZ1920'AND 56.4 METERS (185.0 FEET) SOUTHEAST FROM FENCE LINE.  TO REACH
 FZ1920'THE AZIMUTH FROM
 FZ1920'STATION FELT, CONTINUE SOUTHWEST ALONG RIDGE LINE FOR 0.3 KM
 FZ1920'(0.2 MI) TO HIGHEST POINT OF SOUTH END OF RIDGE.
 FZ1920'
 FZ1920'STATION IS NOT A BENCH MARK.
 FZ1920
 FZ1920                          STATION RECOVERY (1989)
 FZ1920
 FZ1920'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1989 (JLS)
 FZ1920'RECOVERED IN GOOD CONDITION.
 FZ1920
 FZ1920                          STATION RECOVERY (1991)
 FZ1920
 FZ1920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ1920'RECOVERED IN GOOD CONDITION.
 FZ1920
 FZ1920                          STATION RECOVERY (1995)
 FZ1920
 FZ1920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ1920'RECOVERED AS DESCRIBED. REFERENCE MARKS NO 1, NO 2, AND NO 3 RECOVERED
 FZ1920'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3145 ***********************************************************************
 FX3145  DESIGNATION -  FEM 1912
 FX3145  PID         -  FX3145
 FX3145  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX3145  USGS QUAD   -  DEEP CREEK (1986)
 FX3145
 FX3145                         *CURRENT SURVEY CONTROL
 FX3145  ___________________________________________________________________
 FX3145* NAD 83(1993)-  36 44 06.18732(N)    076 17 29.33683(W)     ADJUSTED  
 FX3145* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3145  ___________________________________________________________________
 FX3145  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FX3145  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 FX3145
 FX3145  HORZ ORDER  -  THIRD
 FX3145
 FX3145.The horizontal coordinates were established by classical geodetic methods
 FX3145.and adjusted by the National Geodetic Survey in September 1995..
 FX3145
 FX3145.The orthometric height was scaled from a topographic map.
 FX3145
 FX3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3145
 FX3145.The geoid height was determined by GEOID03.
 FX3145
 FX3145;                    North         East     Units Scale Factor Converg.
 FX3145;SPC VA S     - 1,046,887.979 3,697,246.980   MT  1.00000589   +1 20 25.5
 FX3145;SPC VA S     - 3,434,664.98 12,130,051.13   sFT  1.00000589   +1 20 25.5
 FX3145;UTM  18      - 4,066,258.871   384,688.695   MT  0.99976381   -0 46 21.1
 FX3145
 FX3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3145!SPC VA S     -   1.00000586  x   1.00000589  =   1.00001175
 FX3145!UTM  18      -   1.00000586  x   0.99976381  =   0.99976967
 FX3145
 FX3145|---------------------------------------------------------------------|
 FX3145| PID    Reference Object                     Distance      Geod. Az  |
 FX3145|                                                           dddmmss.s |
 FX3145| FX3147 HIGH 1912                           259.042 METERS 18758     |
 FX3145| FX3143 CORP 1912                           APPROX. 0.6 KM 3005644.9 |
 FX3145| FX3149 LUM 1912                            458.175 METERS 3153716.3 |
 FX3145|---------------------------------------------------------------------|
 FX3145
 FX3145                          SUPERSEDED SURVEY CONTROL
 FX3145
 FX3145  NAD 83(1986)-  36 44 06.19350(N)    076 17 29.37201(W) AD(       ) 3
 FX3145  NAD 27      -  36 44 05.65900(N)    076 17 30.58400(W) AD(       ) 3
 FX3145
 FX3145.Superseded values are not recommended for survey control.
 FX3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3145.See file dsdata.txt to determine how the superseded data were derived.
 FX3145
 FX3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8468966259(NAD 83)
 FX3145_MARKER: Z = SEE DESCRIPTION
 FX3145_SETTING: 0 = UNSPECIFIED SETTING
 FX3145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3145
 FX3145  HISTORY     - Date     Condition        Report By
 FX3145  HISTORY     - 1912     MONUMENTED       CGS
 FX3145  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FX3145
 FX3145                          STATION DESCRIPTION
 FX3145
 FX3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JBB)
 FX3145'STATION IS ON THE E SIDE OF THE SOUTHERN BRANCH OF ELIZABETH
 FX3145'RIVER ABOUT 325 METERS S OF THE HIGHWAY BRIDGE.  THE RIVER MAKES
 FX3145'A BEND TO THE E JUST S OF THE STATION.  IT IS NEAR THE EDGE OF
 FX3145'THE WOODS AND ABOUT 30 METERS BACK FROM THE SHORE LINE.
 FX3145'
 FX3145'SUB-SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 9 INCHES BURIED
 FX3145'ABOUT 2 FEET DEEP.  SURFACE MARK IS A CEMENT BLOCK 6 BY 6 BY 24
 FX3145'INCHES PROJECTING A FEW INCHES ABOVE GROUND.  TOP OF BLOCK IS
 FX3145'MARKED THUS 1912 C.G.S.
 FX3145'
 FX3145'REFERENCE TREES ARE MARKED WITH A TRIANGULATION WITH NAIL IN
 FX3145'CENTER.
 FX3145
 FX3145                          STATION RECOVERY (2004)
 FX3145
 FX3145'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX3145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0285 ***********************************************************************
 FW0285  DESIGNATION -  FEN
 FW0285  PID         -  FW0285
 FW0285  STATE/COUNTY-  VA/NORTHAMPTON
 FW0285  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0285
 FW0285                         *CURRENT SURVEY CONTROL
 FW0285  ___________________________________________________________________
 FW0285* NAD 83(1993)-  37 05 36.75361(N)    075 58 16.27000(W)     ADJUSTED  
 FW0285* NAVD 88     -         2.980  (meters)       9.78   (feet)  ADJUSTED  
 FW0285  ___________________________________________________________________
 FW0285  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FW0285  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 FW0285  DYNAMIC HT  -           2.978 (meters)       9.77  (feet)  COMP
 FW0285  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 FW0285
 FW0285  HORZ ORDER  -  FIRST
 FW0285  VERT ORDER  -  FIRST     CLASS II
 FW0285
 FW0285.The horizontal coordinates were established by classical geodetic methods
 FW0285.and adjusted by the National Geodetic Survey in September 1995..
 FW0285
 FW0285.The orthometric height was determined by differential leveling
 FW0285.and adjusted by the National Geodetic Survey in June 1991..
 FW0285
 FW0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0285
 FW0285.The geoid height was determined by GEOID03.
 FW0285
 FW0285.The dynamic height is computed by dividing the NAVD 88
 FW0285.geopotential number by the normal gravity value computed on the
 FW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0285.degrees latitude (g = 980.6199 gals.).
 FW0285
 FW0285.The modeled gravity was interpolated from observed gravity values.
 FW0285
 FW0285;                    North         East     Units Scale Factor Converg.
 FW0285;SPC VA S     - 1,087,374.452 3,724,781.305   MT  0.99995677   +1 32 05.3
 FW0285;SPC VA S     - 3,567,494.35 12,220,386.66   sFT  0.99995677   +1 32 05.3
 FW0285;UTM  18      - 4,105,690.634   413,692.513   MT  0.99969176   -0 35 08.8
 FW0285
 FW0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0285!SPC VA S     -   1.00000538  x   0.99995677  =   0.99996215
 FW0285!UTM  18      -   1.00000538  x   0.99969176  =   0.99969714
 FW0285
 FW0285:                Primary Azimuth Mark                     Grid Az
 FW0285:SPC VA S     -  CAPE CHARLES 77IST AN/FPS TWR            018 04 56.0
 FW0285:UTM  18      -  CAPE CHARLES 77IST AN/FPS TWR            020 12 10.1
 FW0285
 FW0285|---------------------------------------------------------------------|
 FW0285| PID    Reference Object                     Distance      Geod. Az  |
 FW0285|                                                           dddmmss.s |
 FW0285| FW0948 CAPE CHARLES 77IST AN/FPS TWR       APPROX. 4.6 KM 0193701.3 |
 FW0285| FW0947 CAPE CHARLES 77IST AN/FPS S TR      APPROX. 4.9 KM 0215447.2 |
 FW0285| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 6.6 KM 0602612.4 |
 FW0285| FW0938 CAPE CHARLES NEW LH ECC 1939        APPROX. 6.6 KM 0602619.4 |
 FW0285| DC7288 FEN RM 3                             13.313 METERS 06609     |
 FW0285| DC7286 FEN RM 1                             15.807 METERS 09430     |
 FW0285| FW0287 FISH 2                              268.763 METERS 13414     |
 FW0285| DC7289 FEN RM 4                             12.526 METERS 15621     |
 FW0285| FW0927 FISHERMAN ISLAND NAVY SHORAN        APPROX. 0.8 KM 3033907.2 |
 FW0285| FW0928 FISHERMAN ISLAND NAVY TANK          APPROX. 1.1 KM 3232204.0 |
 FW0285| DC7287 FEN RM 2                             19.032 METERS 34727     |
 FW0285|---------------------------------------------------------------------|
 FW0285
 FW0285                          SUPERSEDED SURVEY CONTROL
 FW0285
 FW0285  NAD 83(1986)-  37 05 36.75715(N)    075 58 16.30790(W) AD(       ) 1
 FW0285  NAD 27      -  37 05 36.24312(N)    075 58 17.55582(W) AD(       ) 1
 FW0285  NGVD 29 (??/??/??)    3.234  (m)           10.61   (f) ADJUSTED    1 2
 FW0285
 FW0285.Superseded values are not recommended for survey control.
 FW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0285.See file dsdata.txt to determine how the superseded data were derived.
 FW0285
 FW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1369305691(NAD 83)
 FW0285_MARKER: DS = TRIANGULATION STATION DISK
 FW0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0285_STAMPING: FEN 1960
 FW0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0285+STABILITY: SURFACE MOTION
 FW0285
 FW0285  HISTORY     - Date     Condition        Report By
 FW0285  HISTORY     - 1960     MONUMENTED       CGS
 FW0285  HISTORY     - 1962     GOOD             CGS
 FW0285  HISTORY     - 1963     GOOD             CGS
 FW0285  HISTORY     - 1963     GOOD             CGS
 FW0285  HISTORY     - 1972     GOOD             NGS
 FW0285  HISTORY     - 1972     GOOD             NGS
 FW0285  HISTORY     - 1975     GOOD             NGS
 FW0285
 FW0285                          STATION DESCRIPTION
 FW0285
 FW0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CGS)
 FW0285'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CAPE CHARLES
 FW0285'LIGHTHOUSE 1887, ABOUT 0.8 MILE SOUTHEAST OF FISHERMAN ISLAND,
 FW0285'NAVY SHORAN TOWER, ON FISHERMAN ISLAND.
 FW0285'
 FW0285'TO REACH THE STATION FROM THE WEST PIER, GO EAST, PASSING
 FW0285'THROUGH NAVY CAMP TO THE END OF CONCRETE ROAD.  KEEP RIGHT
 FW0285'AND GO SOUTHERLY ON A TRACK SAND ROAD FOR ABOUT 0.8 MILE
 FW0285'AND THE STATION ON THE RIGHT.
 FW0285'
 FW0285'THE STATION MARK IS A STANDARD DISK, STAMPED FEN 1960, SET IN
 FW0285'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 19 FEET
 FW0285'SOUTHWEST OF THE CENTER OF A TRACK SAND ROAD.
 FW0285'
 FW0285'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED FEN NO 1 1960,
 FW0285'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 FW0285'IT IS 13 FEET NORTHEAST OF THE CENTER OF A TRACK SAND ROAD AND
 FW0285'ABOUT 2-1/2 FEET LOWER THAN THE STATION MARK.
 FW0285'
 FW0285'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED FEN NO 2 1960,
 FW0285'SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 24
 FW0285'FEET WEST OF A 4-INCH TWIN TRUNK TREE, 23 FEET NORTH OF THE CENTER
 FW0285'OF A TRACK SAND ROAD AND ABOUT 2-1/2 FEET LOWER THAN THE STATION
 FW0285'MARK.
 FW0285'
 FW0285'NO AZIMUTH MARK WAS ESTABLISHED.
 FW0285'
 FW0285'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 FW0285
 FW0285                          STATION RECOVERY (1962)
 FW0285
 FW0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0285'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CAPE CHARLES
 FW0285'LIGHTHOUSE 1887.  AND IS ON THE WEST-NORTHWEST SIDE OF FISHERMAN
 FW0285'ISLAND.
 FW0285'
 FW0285'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FW0285'REFERENCE MARKS 1 AND 2 WERE DISTROYED AND REFERENCE MARKS 3
 FW0285'AND 4 WERE SET.
 FW0285'
 FW0285'STATION IS 50 FEET NORTHWEST OF A SMALL MUD POND.  19.5 FEET
 FW0285'SOUTHWEST OF A TRACK ROAD
 FW0285'
 FW0285'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED FEN NO 3 1960,
 FW0285'SET ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 5 INCHES
 FW0285'FROM THE GROUND.  IT IS 43.0 FEET EAST OF A STANDARD METAL
 FW0285'WITNESS POST.  70.0 FEET NORTHEAST OF A SMALL POND.  19.0
 FW0285'FEET NORTHEAST OF A TRACK ROAD.
 FW0285'
 FW0285'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED FEN NO 4 1960,
 FW0285'SET ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 5 INCHES FROM
 FW0285'THE GROUND.  IT IS 42.0 FEET SOUTH OF A STANDARD METAL WITNESS
 FW0285'POST.  30.0 FEET NORTHEAST OF A SMALL MUD POND.  19.5 FEET
 FW0285'WEST OF A TRACK ROAD.
 FW0285
 FW0285                          STATION RECOVERY (1963)
 FW0285
 FW0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCE)
 FW0285'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 FW0285'CONDITION.
 FW0285'
 FW0285'THERE ARE NO LONGER ANY PERSONNEL LOCATED ON THE ISLAND.
 FW0285'
 FW0285'THE HIGHWAY FOR THE CHESAPEAKE BAY BRIDGE TUNNEL PASSES THROUGH
 FW0285'THE ISLAND AND THE STATION IS LOCATED NEAR THE PI OF THE
 FW0285'CURVE IN SAID HIGHWAY.  A 12 FOOT WOODEN STAND IS ERECTED
 FW0285'OVER THE STATION.
 FW0285
 FW0285                          STATION RECOVERY (1963)
 FW0285
 FW0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 FW0285'THE STATION IS LOCATED ON FISHERMANS ISLAND IN CHESAPEAKE BAY,
 FW0285'ABOUT 0.3 MILE NORTHEAST OF THE WEST EDGE OF THE ISLAND AND
 FW0285'ON THE OUTSIDE OF A CURVE IN HIGHWAY FOR CHESAPEAKE BAY
 FW0285'BRIDGE-TUNNEL, AT A ROAD INTERSECTION, 176 FEET EAST-SOUTHEAST
 FW0285'OF THE SOUTHEAST EDGE OF A BASE FOR TRAFFIC LIGHT, 211 FEET
 FW0285'SOUTHEAST OF THE CENTER LINE OF BAY BRIDGE-TUNNEL HIGHWAY,
 FW0285'48 FEET NORTHEAST OF THE PROJECTED CENTER LINE OF A BLACK TOP
 FW0285'ROAD LEADING SOUTHEAST, ABOUT 1 FOOT BELOW THE LEVEL OF BAY
 FW0285'BRIDGE-TUNNEL HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 FW0285'FLUSH WITH THE GROUND.  A 15-FOOT STAND IS ERRECTED OVER THE
 FW0285'MARK THIS DATE.
 FW0285'
 FW0285'NO REFERENCE MARKS RECOVERED THIS DATE.
 FW0285
 FW0285                          STATION RECOVERY (1972)
 FW0285
 FW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW0285'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  NO REFERENCE MARK
 FW0285'COULD BE RECOVERED.
 FW0285'
 FW0285'THE STATION IS LOCATED ON FISHERMANS ISLAND, ABOUT 2.75 MILES SOUTH
 FW0285'ALONG U. S. HIGHWAY 13 FROM THE NORTH TOLL PLAZA FOR THE CHESAPEAKE
 FW0285'BAY BRIDGE TUNNEL, THE STATION IS 215 FEET SOUTHEAST OF THE CENTER
 FW0285'LINE OF THE HIGHWAY, AT THE CREST OF A SMALL SANDY HILL, 152.8
 FW0285'FEET SOUTHEAST OF THE NORTHEAST PIPE GATE POST IN A CHAIN LINK
 FW0285'FENCE, 138 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SMALL POND,
 FW0285'100 FEET SOUTHWEST OF A FORKED CHERRY TREE, 16 FEET NORTHEAST
 FW0285'OF A CHANNEL IRON POST SUPPORTING A METER BOX, 1.7 FEET
 FW0285'NORTHEAST OF A METAL WITNES POST AND SET IN THE TOP OF A CONCRETE
 FW0285'POST WHICH PROJECTS 6 INCHES ON THE SOUTHWEST SIDE.  THE DISK IS
 FW0285'STAMPED FEN 1960.
 FW0285'
 FW0285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FISHERMANS
 FW0285'ISLAND.
 FW0285
 FW0285                          STATION RECOVERY (1972)
 FW0285
 FW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0285'AT FISHERMAN ISLAND.
 FW0285'ON FISHERMAN ISLAND, ABOUT 2.75 MILES SOUTH ALONG U.S. HIGHWAY
 FW0285'13 FROM THE NORTH TOLL PLAZA, 215 FEET SOUTHEAST OF THE CENTER
 FW0285'LINE OF THE HIGHWAY, ON THE CREST OF A SMALL SANDY HILL, 152.8
 FW0285'FEET SOUTHEAST OF THE NORTHEAST PIPE GATEPOST IN CHAIN LINK
 FW0285'FENCE, (ENTRANCE TO A SMALL ASPHALT PARKING AREA FOR MAINTENANCE
 FW0285'EQUIPMENT), 138 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SMALL
 FW0285'POND, 100 FEET SOUTHWEST OF A FORKED CHERRY TREE, 16 FEET
 FW0285'NORTHEAST OF A CHANNEL IRON POST SUPPORTING A METER BOX AND
 FW0285'ELECTRICAL BOX, ABOUT 0.2 MILE NORTHWEST OF TRIANGULATION STATION
 FW0285'FISH 2 DESCRIBED, 1.7 FEET NORTHEAST OF A METAL WITNESS POST,
 FW0285'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ON
 FW0285'THE SOUTHWEST SIDE.
 FW0285
 FW0285                          STATION RECOVERY (1975)
 FW0285
 FW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0285'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0285'CONDITION.  THE MARK IS 2 FEET NORTHWESTERLY OF A STEEL WITNESS POST
 FW0285'AND 1 FOOT EASTERLY OF A SMALL ANTENNA WHICH IS ABOUT 50 FEET HIGH.
 FW0285'
 FW0285'THIS STATION SITE IS ON PROPERTY OWNED BY THE U S GOVERNMENT,
 FW0285'MANAGED BY THE FISHERMANS U S WILDLIFE REFUGE, OFFICE IN VIRGINIA
 FW0285'BEACH VA., PHONE 804-490-0505, ALSO THE SECURITY IS CONTROLLED BY
 FW0285'THE CHESAPEAKE BAY BRIDGE AND TUNNEL PATROLMEN.  THEIR OFFICE IS
 FW0285'LOCATED AT THE NORTH OR AT THE SOUTH END OF THIS TOLL ROAD.
 FW0285'
 FW0285'FOR ME TO ENTER ON FISHERMANS ISLAND, FIRST I HAD TO CONTACT THE
 FW0285'WILDLIFE REFUGE OFFICE BY PHONE, INTURN THEY NOTIFIED THE SECURITY
 FW0285'PATROLMEN ON DUTY, FOR ME TO EXIT OFF OF THIS TOLL ROAD.
 FW0285'
 FW0285'TO REACH THIS STATION FROM THE NORTH END OF THIS TOLL ROAD, AT THE
 FW0285'SECURITY OFFICE AND TOLL BOOTH, GO SOUTHERLY FOLLOWING THE TOLL ROAD
 FW0285'FOR 1.9 MILES TO LOCKED GATES ON THE LEFT AND THE RIGHT.  TURN LEFT
 FW0285'PASSING THRU THE LOCKED GATE AND THE STATION SITE IS AHEAD ABOUT
 FW0285'20 PACES AS IT IS DESCRIBED IN THE PREVIOUS DESCRIPTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3966 ***********************************************************************
 GV3966  DESIGNATION -  FENCE 1941
 GV3966  PID         -  GV3966
 GV3966  STATE/COUNTY-  VA/C OF HAMPTON
 GV3966  USGS QUAD   -  HAMPTON (1986)
 GV3966
 GV3966                         *CURRENT SURVEY CONTROL
 GV3966  ___________________________________________________________________
 GV3966* NAD 83(1993)-  37 04 06.70090(N)    076 20 34.02169(W)     ADJUSTED  
 GV3966* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV3966  ___________________________________________________________________
 GV3966  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GV3966  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 GV3966
 GV3966  HORZ ORDER  -  THIRD
 GV3966
 GV3966.The horizontal coordinates were established by classical geodetic methods
 GV3966.and adjusted by the National Geodetic Survey in September 1995..
 GV3966
 GV3966.The orthometric height was scaled from a topographic map.
 GV3966
 GV3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3966
 GV3966.The geoid height was determined by GEOID03.
 GV3966
 GV3966;                    North         East     Units Scale Factor Converg.
 GV3966;SPC VA S     - 1,083,779.385 3,691,820.389   MT  0.99995894   +1 18 33.4
 GV3966;SPC VA S     - 3,555,699.53 12,112,247.39   sFT  0.99995894   +1 18 33.4
 GV3966;UTM  18      - 4,103,317.690   380,628.668   MT  0.99977554   -0 48 34.1
 GV3966
 GV3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3966!SPC VA S     -   1.00000547  x   0.99995894  =   0.99996441
 GV3966!UTM  18      -   1.00000547  x   0.99977554  =   0.99978101
 GV3966
 GV3966                          SUPERSEDED SURVEY CONTROL
 GV3966
 GV3966  NAD 83(1986)-  37 04 06.70604(N)    076 20 34.05774(W) AD(       ) 3
 GV3966  NAD 27      -  37 04 06.17900(N)    076 20 35.26000(W) AD(       ) 3
 GV3966
 GV3966.Superseded values are not recommended for survey control.
 GV3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3966.See file dsdata.txt to determine how the superseded data were derived.
 GV3966
 GV3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8062903318(NAD 83)
 GV3966_MARKER: DS = TRIANGULATION STATION DISK
 GV3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3966+STABILITY: SURFACE MOTION
 GV3966
 GV3966  HISTORY     - Date     Condition        Report By
 GV3966  HISTORY     - 1941     MONUMENTED       CGS
 GV3966  HISTORY     - 1943     GOOD             CGS
 GV3966  HISTORY     - 1952     POOR             CGS
 GV3966  HISTORY     - 1955     GOOD             AMS
 GV3966  HISTORY     - 20010319 MARK NOT FOUND   USPSQD
 GV3966
 GV3966                          STATION DESCRIPTION
 GV3966
 GV3966'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3966'THE STATION IS AT THE SOUTHEAST SHORE OF THE SOUTHWEST BRANCH OF
 GV3966'BACK RIVER ACROSS FROM LANGLEY FIELD AND ON PROPERTY OWNED BY
 GV3966'H.C. BLACKLISTON.  IT IS 11 FEET SOUTH OF A ROCK SEA WALL AND 14
 GV3966'FEET NORTHEAST OF A NORTHEAST FENCE CORNER.  IT IS STAMPED FENCE
 GV3966'1941 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 GV3966'
 GV3966'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE THAT
 GV3966'CROSSES SOUTHWEST BRANCH OF BACK RIVER TO LANGLEY FIELD GO
 GV3966'SOUTH ON HAMPTON ROAD FOR 0.75 MILE, THEN TURN LEFT ON LAMINGTON
 GV3966'ROAD (A GRAVEL ROAD THROUGH THE NORTH EDGE OF A NEW HOUSING
 GV3966'DISTRICT) FOR 0.1 MILE TO A T ROAD, THEN TURN LEFT AND GO
 GV3966'NORTHEASTERLY ON ASPHALT ROAD FOR 0.65 MILE TO CROSS ROAD
 GV3966'AND TWO BRICK PIERS ON THE LEFT, TURN LEFT AND GO NORTH ON
 GV3966'GRAVEL ROAD 0.2 MILE, THEN TURN LEFT (WEST) AND GO 0.15 MILE
 GV3966'TO A FORK, TAKE RIGHT FORK (TRAIL ROAD) KEEPING TO THE RIGHT
 GV3966'OF A HOUSE, FOR 0.15 MILE TO A BAR GATE AND THE STATION ON
 GV3966'THE RIGHT.
 GV3966'
 GV3966'SURFACE AND UNDERGROUND MARKS ARE SET ACCORDING TO NOTES 1A AND
 GV3966'7A.
 GV3966
 GV3966                          STATION RECOVERY (1943)
 GV3966
 GV3966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3966'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION AND THE
 GV3966'DISTANCES TO THE REFERENCE MARKS GIVEN IN THE ORIGINAL DESCRIPTION
 GV3966'ARE CORRECT.  A REVISED DESCRIPTION FOLLOWS--
 GV3966'
 GV3966'THE STATION IS AT THE SE SHORE OF THE SW BRANCH OF BACK RIVER,
 GV3966'ACROSS FROM LANGLEY FIELD AND ON PROPERTY OWNED BY H.C. BLACKLESTON.
 GV3966'IT IS 11 FEET S OF A ROCK SEA WALL AND 14 FEET NE OF A NE FENCE
 GV3966'CORNER, 36.4 FEET E OF A 17-INCH CEDAR TREE AND 63.8 FEET SW OF A
 GV3966'24-INCH TREE.
 GV3966'
 GV3966'TO REACH THE STATION FROM THE S END OF THE BRIDGE THAT CROSSES
 GV3966'SW BRANCH OF BACK RIVER TO LANGLEY FIELD, GO S ON HAMPTON ROAD FOR
 GV3966'0.75 MILE, THEN TURN LEFT ON LAMINGTON ROAD (A GRAVEL ROAD THROUGH
 GV3966'THE N EDGE OF A NEW HOUSING DISTRICT), FOR 0.1 MILE TO A T
 GV3966'ROAD, THEN TURN LEFT AND GO NE ON ASPHALT ROAD FOR 0.5 MILE
 GV3966'TO ROAD ON LEFT BORDERED BY OAK TREES.  FOLLOW THIS ROAD FOR
 GV3966'0.2 MILE AND TURN RIGHT.  FOLLOW ROAD PAST SMALL WHITE HOUSE ON
 GV3966'LEFT AND LARGER WHITE HOUSE ON LEFT TO THE BANK OF THE RIVER.
 GV3966
 GV3966                          STATION RECOVERY (1952)
 GV3966
 GV3966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JHB)
 GV3966'THIS STATION WAS RECOVERED IN POOR CONDITION DUE TO EROSION OF THE
 GV3966'BEACH.  THE BEACH HAS ERODED TO THE EDGE OF THE MARK BUT THE MARK
 GV3966'IS STILL SOLID.
 GV3966'
 GV3966'THE OWNER STATES THAT THE EROSION HAS BEEN CHECKED BY A SEA
 GV3966'WALL BUILT BY HIM.  THE SEA WALL IS NOT VERY HIGH AND SHOULD
 GV3966'NOT STOP THE STATION FROM BEING WASHED AWAY.
 GV3966'
 GV3966'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GV3966
 GV3966                          STATION RECOVERY (1955)
 GV3966
 GV3966'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3966'STATION IN GOOD CONDITION.  IT IS 110 FEET NNW OF NW CORNER OF
 GV3966'HOUSE, 50 FEET S OF TIP OF SEA GRASS, 37 FEET NW OF SMALL CEDAR,
 GV3966'AND 65 FEET NE OF ISOLATED TREE IN FENCE LINE.  IN A 16-INCH
 GV3966'SQUARE CONCRETE POST, LEVEL WITH LAWN SURFACE AT NORTH EDGE OF
 GV3966'LAWN, AT HIGH WATER LINE.
 GV3966
 GV3966                          STATION RECOVERY (2001)
 GV3966
 GV3966'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV3966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9592 ***********************************************************************
 HV9592  DESIGNATION -  FENN
 HV9592  PID         -  HV9592
 HV9592  STATE/COUNTY-  VA/FAIRFAX
 HV9592  USGS QUAD   -  FORT BELVOIR (1983)
 HV9592
 HV9592                         *CURRENT SURVEY CONTROL
 HV9592  ___________________________________________________________________
 HV9592* NAD 83(1993)-  38 41 47.85517(N)    077 07 29.62496(W)     ADJUSTED  
 HV9592* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 HV9592  ___________________________________________________________________
 HV9592  X           -   1,110,663.065 (meters)                     COMP
 HV9592  Y           -  -4,859,110.845 (meters)                     COMP
 HV9592  Z           -   3,966,069.217 (meters)                     COMP
 HV9592  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 HV9592  ELLIP HEIGHT-         -30.19  (meters)          (05/17/02) GPS OBS
 HV9592  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV9592
 HV9592  HORZ ORDER  -  SECOND
 HV9592  ELLP ORDER  -  FOURTH    CLASS II
 HV9592
 HV9592.The horizontal coordinates were established by GPS observations
 HV9592.and adjusted by the National Geodetic Survey in November 1994..
 HV9592
 HV9592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9592
 HV9592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9592
 HV9592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9592
 HV9592.The ellipsoidal height was determined by GPS observations
 HV9592.and is referenced to NAD 83.
 HV9592
 HV9592.The geoid height was determined by GEOID03.
 HV9592
 HV9592;                    North         East     Units Scale Factor Converg.
 HV9592;SPC VA N     - 2,115,220.246 3,619,616.799   MT  0.99994934   +0 51 29.6
 HV9592;SPC VA N     - 6,939,685.09 11,875,359.45   sFT  0.99994934   +0 51 29.6
 HV9592;SPC MD       -   114,337.002   389,135.170   MT  0.99995471   -0 04 42.2
 HV9592;SPC MD       -   375,120.65  1,276,687.64   sFT  0.99995471   -0 04 42.2
 HV9592;UTM  18      - 4,285,254.629   315,209.062   MT  1.00002052   -1 19 43.9
 HV9592
 HV9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9592!SPC VA N     -   1.00000474  x   0.99994934  =   0.99995408
 HV9592!SPC MD       -   1.00000474  x   0.99995471  =   0.99995945
 HV9592!UTM  18      -   1.00000474  x   1.00002052  =   1.00002526
 HV9592
 HV9592                          SUPERSEDED SURVEY CONTROL
 HV9592
 HV9592  ELLIP H (11/14/94)  -30.18   (m)                       GP(       ) 4 2
 HV9592  NAD 83(1993)-  38 41 47.85270(N)    077 07 29.62854(W) AD(       ) 2
 HV9592  ELLIP H (09/27/93)  -30.77   (m)                       GP(       ) 4 1
 HV9592  NGVD 29 (09/27/93)    2.4    (m)            8.     (f) GPS OBS        
 HV9592
 HV9592.Superseded values are not recommended for survey control.
 HV9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9592.See file dsdata.txt to determine how the superseded data were derived.
 HV9592
 HV9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1520985255(NAD 83)
 HV9592_MARKER: DD = SURVEY DISK
 HV9592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9592_SP_SET: CONCRETE POST
 HV9592_STAMPING: FENN 1981
 HV9592_MARK LOGO: VA-059
 HV9592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9592+STABILITY: SURFACE MOTION
 HV9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9592+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HV9592
 HV9592  HISTORY     - Date     Condition        Report By
 HV9592  HISTORY     - 1990     MONUMENTED       RDA
 HV9592
 HV9592                          STATION DESCRIPTION
 HV9592
 HV9592'DESCRIBED BY RINKER DETWILER AND ASSOCIATES 1990
 HV9592'THE STATION IS LOCATED IN SOUTHEASTERN FAIRFAX COUNTY, VIRGINIA ABOUT
 HV9592'3.0 MILES (4.8 KM) SOUTHWEST OF MOUNT VERNON IN THE MOUNT VERNON ON
 HV9592'THE POTOMAC SUBDIVISION.    TO REACH THE STATION FROM THE ENTRANCE OF
 HV9592'MOUNT VERNON AND MOUNT VERNON MEMORIAL HIGHWAY PROCEED SOUTHWEST
 HV9592'ALONG MOUNT VERNON MEMORIAL HIGHWAY 1.8 MILES (2.9 KM) TO ITS
 HV9592'INTERSECTION WITH FERRY LANDING ROAD.  TURN LEFT AND PROCEED
 HV9592'SOUTHEAST ALONG FERRY LANDING ROAD 250 FEET (76.2 M) PLUS OR MINUS TO
 HV9592'ITS INTERSECTION WITH MOUNT VERNON CIRCLE.  TURN RIGHT AND PROCEED
 HV9592'SOUTHWEST ALONG MOUNT VERNON CIRCLE 0.5 MILE (0.8 KM) TO ITS
 HV9592'INTERSECTION WITH MOUNT VERNON LANDING.  TURN RIGHT AND PROCEED SOUTH
 HV9592'ALONG MOUNT VERNON LANDING 0.1 MILE (0.2 KM) TO ITS INTERSECTION WITH
 HV9592'THE PICNIC AREA AND PROCEED 150 FEET (45.7 M) PLUS OR MINUS TO THE
 HV9592'STATION.    TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MOUNT
 HV9592'VERNON MEMORIAL HIGHWAY AND MOUNT VERNON ROAD AT GEORGE WALKER GATE,
 HV9592'PROCEED SOUTH ON THE MOUNT VERNON ROAD FOR 1.4 MILES (2.3 KM) TO
 HV9592'GILLESPIE ROAD ON THE LEFT.  TURN LEFT NORTH, ON GILLESPIE ROAD AND
 HV9592'PROCEED TO BARLOW ROAD. THENCE RIGHT ON BARLOW ROAD TO FENNER ROAD
 HV9592'LEFT.  THENCE WITH FENNER ROAD 0.1 MILE (0.2 KM) TO MALONEY ROAD
 HV9592'CROSSING AND PARKING LOT AHEAD. CONTINUE FROM PARKING LOT IN A
 HV9592'NORTHEAST FASHION TO MARK AND DOGUE CREEK COVE.    THE AZIMUTH MARK
 HV9592'IS A STANDARD FAIRFAX COUNTY DISK STAMPED FENN 1981. THE MARK IS
 HV9592'73.22 EAST OF A ROOF NAIL AND FLAG IN A 14 INCH POPLAR TREE, 43.52
 HV9592'FEET (13.26 M) SOUTHEAST OF A P.K. NAIL AND FLAGG IN AN 18 INCH OAK
 HV9592'TREE, AND 21.93 FEET (6.68 M) NORTHWEST OF NAIL AND CAP IN A 34 INCH
 HV9592'OAK TREE. THE AZIMUTH MARK IS 679.79 METERS (2230.28 FT) FROM THE
 HV9592'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6886 ***********************************************************************
 DF6886  DESIGNATION -  FENTON
 DF6886  PID         -  DF6886
 DF6886  STATE/COUNTY-  VA/SPOTSYLVANIA
 DF6886  USGS QUAD   -  LAKE ANNA WEST (1983)
 DF6886
 DF6886                         *CURRENT SURVEY CONTROL
 DF6886  ___________________________________________________________________
 DF6886* NAD 83(1993)-  38 06 59.08549(N)    077 46 01.08669(W)     ADJUSTED  
 DF6886* NAVD 88     -       115.9    (meters)     380.     (feet)  GPS OBS   
 DF6886  ___________________________________________________________________
 DF6886  X           -   1,064,638.752 (meters)                     COMP
 DF6886  Y           -  -4,910,442.004 (meters)                     COMP
 DF6886  Z           -   3,915,669.774 (meters)                     COMP
 DF6886  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DF6886  ELLIP HEIGHT-          83.59  (meters)          (08/08/03) GPS OBS
 DF6886  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DF6886
 DF6886  HORZ ORDER  -  FIRST
 DF6886  ELLP ORDER  -  FOURTH    CLASS II
 DF6886
 DF6886.The horizontal coordinates were established by GPS observations
 DF6886.and adjusted by the GEOMETRICS GPS INCORPORATED in August 2003..
 DF6886
 DF6886.The orthometric height was determined by GPS observations and a
 DF6886.high-resolution geoid model.
 DF6886
 DF6886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6886
 DF6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6886
 DF6886.The ellipsoidal height was determined by GPS observations
 DF6886.and is referenced to NAD 83.
 DF6886
 DF6886.The geoid height was determined by GEOID03.
 DF6886
 DF6886;                    North         East     Units Scale Factor Converg.
 DF6886;SPC VA N     - 2,050,177.459 3,564,280.489   MT  0.99998638   +0 27 27.0
 DF6886;SPC VA N     - 6,726,290.55 11,693,810.24   sFT  0.99998638   +0 27 27.0
 DF6886;UTM  18      - 4,222,348.378   257,429.429   MT  1.00032474   -1 42 31.6
 DF6886
 DF6886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6886!SPC VA N     -   0.99998688  x   0.99998638  =   0.99997326
 DF6886!UTM  18      -   0.99998688  x   1.00032474  =   1.00031162
 DF6886
 DF6886:                Primary Azimuth Mark                     Grid Az
 DF6886:SPC VA N     -  24 D                                     213 18 58.7
 DF6886:UTM  18      -  24 D                                     215 28 57.3
 DF6886
 DF6886|---------------------------------------------------------------------|
 DF6886| PID    Reference Object                     Distance      Geod. Az  |
 DF6886|                                                           dddmmss.s |
 DF6886| HV5518 24 D                                APPROX. 0.5 KM 2134625.7 |
 DF6886|---------------------------------------------------------------------|
 DF6886
 DF6886                          SUPERSEDED SURVEY CONTROL
 DF6886
 DF6886.No superseded survey control is available for this station.
 DF6886
 DF6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH5742922348(NAD 83)
 DF6886_MARKER: DD = SURVEY DISK
 DF6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6886_STAMPING: FENTON 2003
 DF6886_MARK LOGO: VA-177
 DF6886_PROJECTION: FLUSH
 DF6886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6886+STABILITY: SURFACE MOTION
 DF6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6886+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 DF6886
 DF6886  HISTORY     - Date     Condition        Report By
 DF6886  HISTORY     - 20030421 MONUMENTED       GEOMET
 DF6886
 DF6886                          STATION DESCRIPTION
 DF6886
 DF6886'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (DAR)
 DF6886'THE STATION IS LOCATED IN SOUTHWESTERN SPOTSYLVANIA COUNTY, VIRGINIA.
 DF6886'THE STATION IS
 DF6886'ABOUT 21 MILES SOUTHWEST OF FREDERICKSBURG, 11 MILES SOUTHWEST OF THE
 DF6886'SPOTSYLVANIA
 DF6886'COUNTY COURTHOUSE AND 32.2 KM (20 MILES) SOUTHEAST OF ORANGE.
 DF6886' 
 DF6886'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 606 (MORRIS
 DF6886'ROAD) AND US
 DF6886'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) IN THORNBURG GO WESTERLY ON STATE
 DF6886'ROUTE 606 FOR
 DF6886'7.2 KM (4.5 MILES) TO AN INTERSECTION.  CONTINUE AND GO NORTHWESTERLY
 DF6886'ON STATE ROUTE 208
 DF6886'(COURTHOUSE ROAD) FOR 3.7 KM (2.3 MILES) TO STATE ROUTE 648
 DF6886'(BLOCKHOUSE ROAD).  CONTINUE
 DF6886'NORTHWESTERLY ON STATE ROUTE 208 FOR 1.9 KM (1.2 MILES) TO AN
 DF6886'INTERSECTION.  TURN LEFT
 DF6886'AND GO SOUTHWESTERLY ON STATE ROUTE 208 FOR 6.4 KM (4.0 MILES) TO
 DF6886'STATE ROUTE 602
 DF6886'(MASSEY ROAD) AND A SHELL GAS STATION ON THE RIGHT.  CONTINUE
 DF6886'SOUTHWESTERLY ON STATE
 DF6886'ROUTE 208 FOR 4.8 KM (3.0 MILES) TO STATE ROUTE 601 (LAWYERS ROAD) AND
 DF6886'THE STATION ON THE
 DF6886'RIGHT.
 DF6886' 
 DF6886'THE STATION IS 30.8 METERS (101.0 FEET) SOUTHWEST (MAGNETIC BEARING OF
 DF6886'200 DEGREES) OF A
 DF6886'TELEPHONE PEDESTAL WITH THE NUMBER -2, 23.2 METERS (76.0 FEET)
 DF6886'NORTHWEST (MAGNETIC
 DF6886'BEARING OF 300 DEGREES) OF A SIGN, 22.9 METERS (75.0 FEET) SOUTHEAST
 DF6886'(MAGNETIC BEARING OF
 DF6886'135 DEGREES) OF ANOTHER TELEPHONE PEDESTAL WITH THE LABEL SS, 9.8
 DF6886'METERS (32.0 FEET)
 DF6886'SOUTHWEST (MAGNETIC BEARING OF 240 DEGREES) OF AN 8 INCH RED DOGWOOD
 DF6886'TREE, AND 4.9
 DF6886'METERS (16.0 FEET) EAST OF THE EDGE OF PAVEMENT OF LAWYERS ROAD (STATE
 DF6886'ROUTE 601).
 DF6886'STATION FENTON IS INTERVISIBLE WITH STATION 24 D.  THE STATION IS A
 DF6886'3-1/2 INCH SPOTSYLVANIA
 DF6886'COUNTY, VA,  ALUMINUM SURVEY DISK SET INTO A POURED IN PLACE CONCRETE
 DF6886'MONUMENT 8
 DF6886'INCHES IN DIAMETER FLUSH WITH THE GROUND SURFACE AND STAMPED FENTON
 DF6886'2003.
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886' 
 DF6886'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2330 ***********************************************************************
 FX2330  DESIGNATION -  FENTRESS
 FX2330  PID         -  FX2330
 FX2330  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2330  USGS QUAD   -  FENTRESS (1986)
 FX2330
 FX2330                         *CURRENT SURVEY CONTROL
 FX2330  ___________________________________________________________________
 FX2330* NAD 83(1993)-  36 44 11.66930(N)    076 12 01.30454(W)     ADJUSTED  
 FX2330* NAVD 88     -         3.297  (meters)      10.82   (feet)  ADJUSTED  
 FX2330  ___________________________________________________________________
 FX2330  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FX2330  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 FX2330  DYNAMIC HT  -           3.294 (meters)      10.81  (feet)  COMP
 FX2330  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 FX2330
 FX2330  HORZ ORDER  -  FIRST
 FX2330  VERT ORDER  -  FIRST     CLASS II
 FX2330
 FX2330.The horizontal coordinates were established by classical geodetic methods
 FX2330.and adjusted by the National Geodetic Survey in September 1995..
 FX2330
 FX2330.The orthometric height was determined by differential leveling
 FX2330.and adjusted by the National Geodetic Survey in June 1991..
 FX2330
 FX2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2330
 FX2330.The geoid height was determined by GEOID03.
 FX2330
 FX2330.The dynamic height is computed by dividing the NAVD 88
 FX2330.geopotential number by the normal gravity value computed on the
 FX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2330.degrees latitude (g = 980.6199 gals.).
 FX2330
 FX2330.The modeled gravity was interpolated from observed gravity values.
 FX2330
 FX2330;                    North         East     Units Scale Factor Converg.
 FX2330;SPC VA S     - 1,047,251.229 3,705,379.397   MT  1.00000560   +1 23 44.5
 FX2330;SPC VA S     - 3,435,856.74 12,156,732.24   sFT  1.00000560   +1 23 44.5
 FX2330;UTM  18      - 4,066,321.963   392,826.915   MT  0.99974150   -0 43 05.0
 FX2330
 FX2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2330!SPC VA S     -   1.00000534  x   1.00000560  =   1.00001094
 FX2330!UTM  18      -   1.00000534  x   0.99974150  =   0.99974684
 FX2330
 FX2330|---------------------------------------------------------------------|
 FX2330| PID    Reference Object                     Distance      Geod. Az  |
 FX2330|                                                           dddmmss.s |
 FX2330| FX2331 FENTRESS RM 1                        34.830 METERS 04016     |
 FX2330| FX2332 FENTRESS RM 2                        65.230 METERS 09233     |
 FX2330| DC8832 FENTRESS RM 3                                      2934009.7 |
 FX2330| FX3449 SILVER WATER TANK                   APPROX.16.5 KM 3071756.7 |
 FX2330|---------------------------------------------------------------------|
 FX2330
 FX2330                          SUPERSEDED SURVEY CONTROL
 FX2330
 FX2330  NAD 83(1986)-  36 44 11.67598(N)    076 12 01.33940(W) AD(       ) 1
 FX2330  NAD 27      -  36 44 11.13700(N)    076 12 02.56400(W) AD(       ) 1
 FX2330
 FX2330.Superseded values are not recommended for survey control.
 FX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2330.See file dsdata.txt to determine how the superseded data were derived.
 FX2330
 FX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9282766322(NAD 83)
 FX2330_MARKER: DS = TRIANGULATION STATION DISK
 FX2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2330_SP_SET: CONCRETE POST
 FX2330_STAMPING: FENTRESS 1931
 FX2330_PROJECTION: FLUSH
 FX2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2330+STABILITY: SURFACE MOTION
 FX2330
 FX2330  HISTORY     - Date     Condition        Report By
 FX2330  HISTORY     - 1931     MONUMENTED       CGS
 FX2330  HISTORY     - 1932     GOOD             CGS
 FX2330  HISTORY     - 1934     GOOD             CGS
 FX2330  HISTORY     - 1943     GOOD             CGS
 FX2330  HISTORY     - 1954     GOOD             USN
 FX2330  HISTORY     - 1954     MARK NOT FOUND   USGS
 FX2330  HISTORY     - 1960     GOOD             CGS
 FX2330  HISTORY     - 1960     GOOD             LOCSUR
 FX2330  HISTORY     - 1972     GOOD             NGS
 FX2330  HISTORY     - 1979     GOOD             NGS
 FX2330  HISTORY     - 19951118 GOOD             USPSQD
 FX2330  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 FX2330
 FX2330                          STATION DESCRIPTION
 FX2330
 FX2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX2330'ABOUT 9 MILES SOUTHEAST OF NORFOLK AND 3 MILES NORTH OF FENTRESS,
 FX2330'IN LOW BRUSH IN OPEN FIELD, ABOUT 25 METERS SOUTH-SOUTHEAST
 FX2330'OF DITCH AND PLOWED FIELD, 27.4 METERS WEST OF CENTER LINE
 FX2330'OF Y-INTERSECTION OF PAVED ROADS, AND 49.83 METERS NORTH OF
 FX2330'NORTH FACE OF E.W. SANDERS HOUSE (YELLOW) ON SOUTH SIDE OF ROAD.
 FX2330'
 FX2330'TO REACH FROM FENTRESS, TAKE T-ROAD LEADING IN A NORTHEASTERLY
 FX2330'DIRECTION FROM THE MAIN CORNER AND TURN LEFT ABOUT 350 FEET.
 FX2330'FROM HERE FOLLOW MAIN ROAD IN A NORTHERLY DIRECTION ACROSS
 FX2330'CROSSROADS ONE MILE DISTANT, ACROSS CANAL 1.6 MILES DISTANT
 FX2330'TO STATION AT MACADAM ROAD FORKS 3.0 MILES DISTANT.  THERE
 FX2330'IS A MERCHANT AND PLANTERS BANK SIGN AT THIS ROAD FORKS.
 FX2330'
 FX2330'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FX2330'DISKS SET IN CONCRETE.
 FX2330'
 FX2330'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN Y-INTERSECTION
 FX2330'OF ROADS, 15.0 METERS SOUTHEAST OF CENTER LINE INTERSECTION
 FX2330'OF ROADS, AND 3.0 METERS NORTH OF 16-INCH OAK IN INTERSECTION.
 FX2330'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 18.13 METERS
 FX2330'EAST OF SOUTHEAST CORNER OF PIAZZA OF YELLOW HOUSE, 4.0 METERS
 FX2330'SOUTH OF 2-FOOT LONE PINE IN FRONT OF HOUSE, AND 5.5 METERS
 FX2330'SOUTH OF CENTER LINE OF ROAD.  REFERENCE MARK NO. 3 IS NORTH
 FX2330'OF THE STATION, ON EAST SIDE OF MACADAM ROAD WHICH RUNS
 FX2330'PAST STATION, ON EDGE OF CULTIVATED FIELD, 12 METERS SOUTH
 FX2330'OF CENTER LINE OF DRIVEWAY INTO FARMYARD ON EAST SIDE OF
 FX2330'ROAD, 11 METERS EAST OF CENTER LINE OF DRIVEWAY INTO FARMYARD
 FX2330'ON WEST SIDE OF ROAD, AND 6 METERS EAST OF CENTER LINE OF
 FX2330'ROAD.
 FX2330'
 FX2330'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 FX2330
 FX2330                          STATION RECOVERY (1932)
 FX2330
 FX2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDH)
 FX2330'STATION RECOVERED AS DESCRIBED (IN DESCRIPTION OF STATION,
 FX2330'C.D.M., 1931), AND FOUND TO BE IN GOOD CONDITION.
 FX2330
 FX2330                          STATION RECOVERY (1934)
 FX2330
 FX2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX2330'THE STATION WAS RECOVERED AS DESCRIBED IN 1931.  THE OLD
 FX2330'DESCRIPTION IS SUFFICIENT WITH THE FOLLOWING ADDITION--THE
 FX2330'STATION IS ABOUT 6 METERS WEST OF A SMALL SHINGLED HOUSE.
 FX2330'THE NORTHWEST CORNER OF THE HOUSE IS DISTANT 6.40 METERS
 FX2330'(21 FEET).  THE SOUTHWEST CORNER OF THE HOUSE IS DISTANT
 FX2330'7.50 METERS (24.6 FEET).
 FX2330'
 FX2330'THE REFERENCE MARKS WERE REMEASURED AS FOLLOWS--
 FX2330'
 FX2330'STATION TO R.M. NO. 1 34.83 M. (OLD MEASUREMENT 34.78 M.)
 FX2330'
 FX2330'STATION TO R.M. NO. 2 65.23 M. (CHECKS OLD)
 FX2330'
 FX2330'R.M. NO. 1 TO R.M. NO. 2 51.8 M.
 FX2330
 FX2330                          STATION RECOVERY (1943)
 FX2330
 FX2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX2330'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN 1931 AND 1932
 FX2330'RECOVERY NOTE.
 FX2330
 FX2330                          STATION RECOVERY (1954)
 FX2330
 FX2330'RECOVERY NOTE BY US NAVY 1954 (JTC)
 FX2330'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION CONSIDERED
 FX2330'ADEQUATE.
 FX2330
 FX2330                          STATION RECOVERY (1954)
 FX2330
 FX2330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FX2330'FIELD HAS BEEN PLOWED OVER AND BELIEVE STATION HAS BEEN DESTROYED.
 FX2330'REFERENCE MARK NO. 1 IS O.K.
 FX2330
 FX2330                          STATION RECOVERY (1960)
 FX2330
 FX2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2330'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FX2330'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 FX2330'MARK NO. 3 HAS BEEN DESTROYED BY FARM MACHINERY.  REFERENCE
 FX2330'MARK NO 2 IS NOW OBSTRUCTED BY THE HOUSE NEAR THE STATION,
 FX2330'BUT IS GOOD FOR RECOVERY OF THE STATION.  A COMPLETE NEW
 FX2330'DESCRIPTION FOLLOWS--
 FX2330'
 FX2330'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF NORFOLK AND 3
 FX2330'MILES NORTH OF FENTRESS AND ON THE WEST SIDE OF A HOUSE
 FX2330'OWNED BY E.W. SANDERS.  IT IS 82.5 FEET SOUTHWEST OF THE
 FX2330'CENTER OF THE ROAD, 16.5 FEET NORTHWEST OF THE SOUTHWEST
 FX2330'CORNER OF THE HOUSE, 10.3 FEET SOUTHWEST OF THE NORTHWEST
 FX2330'CORNER OF THE HOUSE AND 5.4 FEET WEST OF THE WEST FACE OF THE
 FX2330'HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 FX2330'STAMPED FENTRESS 1931.
 FX2330'
 FX2330'REFERENCE MARK NO. 1 IS 34.826 METERS NORTHEAST OF THE STATION
 FX2330'IN THE NORTHEAST ANGLE OF STATE ROADS NO. 605 AND 641.  IT IS
 FX2330'27 FEET NORTHEAST OF THE CENTER OF ROAD NO. 641, 21 FEET
 FX2330'SOUTHEAST OF ROAD NO. 605 AND 10 FEET WEST OF AN 18 INCH
 FX2330'OAK TREE.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK
 FX2330'IS STAMPED FENTRESS NO 1 1931.
 FX2330'
 FX2330'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  IT IS 59 FEET
 FX2330'NORTH OF THE NORTHEAST CORNER OF A GREY SHINGLE HOUSE, 17 FEET
 FX2330'SOUTHWEST OF THE CENTER OF ROAD 641 AND 28 FEET WEST OF AN
 FX2330'18 INCH OAK TREE AND MAIL BOXES.  THE MARK PROJECTS ABOUT 6
 FX2330'INCHES AND THE DISK IS STAMPED FENTRESS NO 2 1960.
 FX2330'
 FX2330'TO REACH FROM THE MAIN INTERSECTION IN FENTRESS GO NORTHERLY
 FX2330'ON STATE ROAD 604 FOR ONE MILE TO THE JUNCTION OF HIGHWAY
 FX2330'165, CONTINUE ON ROAD 604 FOR 1.3 MILES TO WHERE ROAD 604
 FX2330'TURNS RIGHT AND ROAD 641 GOES LEFT, TURN LEFT ON ROAD 641 AND GO
 FX2330'0.75 MILE TO ROAD 605 RIGHT AND THE STATION AS DESCRIBED.
 FX2330
 FX2330                          STATION RECOVERY (1960)
 FX2330
 FX2330'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 FX2330'RECOVERED BY STONE AND WEBSTER
 FX2330'
 FX2330'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FX2330
 FX2330                          STATION RECOVERY (1972)
 FX2330
 FX2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FX2330'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE IN
 FX2330'GOOD CONDITION.  REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS NOT FOUND
 FX2330'AND WAS PROBABLY DESTROYED BY CULTIVATION.  STATION IS NOW AT THE
 FX2330'INTERSECTION OF BUTTS STATION ROAD AND ELBOW ROAD AND STATION
 FX2330'MARK IS ABOUT 4-1/2 NORTHWEST OF THE NORTHWEST SIDE OF HOUSE.  THE
 FX2330'HOUSE IS ON LINE TO REFERENCE MARK NO. 2.  NO STATIONS OR OBJECTS ARE
 FX2330'VISIBLE FROM WHICH TO ESTABLISH A NEW AZIMUTH MARK.
 FX2330'
 FX2330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 FX2330'FENTRESS.
 FX2330
 FX2330                          STATION RECOVERY (1979)
 FX2330
 FX2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX2330'1.4 MI SE FROM BUTTS.
 FX2330'ABOUT 1.4 MILES SOUTHEAST ALONG BUTTS STATION ROAD FROM ITS JUNCTION
 FX2330'WITH THE SOUTHERN RAILROAD IN BUTTS.  SET ON THE WEST EDGE OF A SMALL
 FX2330'ONE STORY HOUSE, NUMBER 1301, 83.5 FEET SOUTH OF THE CENTERLINE OF
 FX2330'THE ROAD, AND 5 FEET WEST OF THE WEST EDGE OF THE HOUSE.
 FX2330
 FX2330                          STATION RECOVERY (1995)
 FX2330
 FX2330'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2330'RECOVERED IN GOOD CONDITION.
 FX2330
 FX2330                          STATION RECOVERY (2004)
 FX2330
 FX2330'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2331 ***********************************************************************
 FX2331  DESIGNATION -  FENTRESS RM 1
 FX2331  PID         -  FX2331
 FX2331  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2331  USGS QUAD   -  FENTRESS (1986)
 FX2331
 FX2331                         *CURRENT SURVEY CONTROL
 FX2331  ___________________________________________________________________
 FX2331* NAD 83(1986)-  36 44 13.     (N)    076 12 00.     (W)     SCALED    
 FX2331* NAVD 88     -         3.509  (meters)      11.51   (feet)  ADJUSTED  
 FX2331  ___________________________________________________________________
 FX2331  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 FX2331  DYNAMIC HT  -           3.506 (meters)      11.50  (feet)  COMP
 FX2331  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 FX2331
 FX2331  VERT ORDER  -  FIRST     CLASS II
 FX2331
 FX2331.The horizontal coordinates were scaled from a topographic map and have
 FX2331.an estimated accuracy of +/- 6 seconds.
 FX2331
 FX2331.The orthometric height was determined by differential leveling
 FX2331.and adjusted by the National Geodetic Survey in June 1991..
 FX2331
 FX2331.The geoid height was determined by GEOID03.
 FX2331
 FX2331.The dynamic height is computed by dividing the NAVD 88
 FX2331.geopotential number by the normal gravity value computed on the
 FX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2331.degrees latitude (g = 980.6199 gals.).
 FX2331
 FX2331.The modeled gravity was interpolated from observed gravity values.
 FX2331
 FX2331;                    North         East    Units  Estimated Accuracy
 FX2331;SPC VA S     - 1,047,290.    3,705,410.      MT  (+/- 180 meters Scaled)
 FX2331
 FX2331                          SUPERSEDED SURVEY CONTROL
 FX2331
 FX2331.No superseded survey control is available for this station.
 FX2331
 FX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF928663(NAD 83)
 FX2331_MARKER: DR = REFERENCE MARK DISK
 FX2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2331_SP_SET: CONCRETE POST
 FX2331_STAMPING: FENTRESS NO 1 1931
 FX2331_PROJECTION: PROJECTING 23 CENTIMETERS
 FX2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2331+STABILITY: SURFACE MOTION
 FX2331
 FX2331  HISTORY     - Date     Condition        Report By
 FX2331  HISTORY     - 1931     MONUMENTED       CGS
 FX2331  HISTORY     - 1979     GOOD             NGS
 FX2331  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 FX2331  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 FX2331
 FX2331                          STATION DESCRIPTION
 FX2331
 FX2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2331'1.4 MI SE FROM BUTTS.
 FX2331'ABOUT 1.4 MILES SOUTHEAST ALONG BUTTS STATION ROAD FROM ITS JUNCTION
 FX2331'WITH THE SOUTHERN RAILROAD IN BUTTS.  SET AT THE Y JUNCTION OF
 FX2331'BUTTS STATION ROAD AND ELBOW ROAD, 29 FEET EAST OF THE CENTERLINE
 FX2331'OF ELBOW ROAD, AND 28 FEET NORTH OF THE CENTERLINE OF BUTTS ROAD.
 FX2331
 FX2331                          STATION RECOVERY (1995)
 FX2331
 FX2331'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2331'MARK NOT FOUND.
 FX2331
 FX2331                          STATION RECOVERY (2004)
 FX2331
 FX2331'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2332 ***********************************************************************
 FX2332  DESIGNATION -  FENTRESS RM 2
 FX2332  PID         -  FX2332
 FX2332  STATE/COUNTY-  VA/C OF CHESAPEAKE
 FX2332  USGS QUAD   -  FENTRESS (1986)
 FX2332
 FX2332                         *CURRENT SURVEY CONTROL
 FX2332  ___________________________________________________________________
 FX2332* NAD 83(1986)-  36 44 11.     (N)    076 11 58.     (W)     SCALED    
 FX2332* NAVD 88     -         3.406  (meters)      11.17   (feet)  ADJUSTED  
 FX2332  ___________________________________________________________________
 FX2332  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 FX2332  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 FX2332  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 FX2332
 FX2332  VERT ORDER  -  FIRST     CLASS II
 FX2332
 FX2332.The horizontal coordinates were scaled from a topographic map and have
 FX2332.an estimated accuracy of +/- 6 seconds.
 FX2332
 FX2332.The orthometric height was determined by differential leveling
 FX2332.and adjusted by the National Geodetic Survey in June 1991..
 FX2332
 FX2332.The geoid height was determined by GEOID03.
 FX2332
 FX2332.The dynamic height is computed by dividing the NAVD 88
 FX2332.geopotential number by the normal gravity value computed on the
 FX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2332.degrees latitude (g = 980.6199 gals.).
 FX2332
 FX2332.The modeled gravity was interpolated from observed gravity values.
 FX2332
 FX2332;                    North         East    Units  Estimated Accuracy
 FX2332;SPC VA S     - 1,047,230.    3,705,460.      MT  (+/- 180 meters Scaled)
 FX2332
 FX2332                          SUPERSEDED SURVEY CONTROL
 FX2332
 FX2332.No superseded survey control is available for this station.
 FX2332
 FX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF929663(NAD 83)
 FX2332_MARKER: DR = REFERENCE MARK DISK
 FX2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2332_SP_SET: CONCRETE POST
 FX2332_STAMPING: FENTRESS NO 2 1931
 FX2332_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2332+STABILITY: SURFACE MOTION
 FX2332
 FX2332  HISTORY     - Date     Condition        Report By
 FX2332  HISTORY     - 1931     MONUMENTED       CGS
 FX2332  HISTORY     - 1979     GOOD             NGS
 FX2332  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 FX2332  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 FX2332
 FX2332                          STATION DESCRIPTION
 FX2332
 FX2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2332'1.4 MI SE FROM BUTTS.
 FX2332'ABOUT 1.4 MILES SOUTHEAST ALONG BUTTS STATION ROAD FROM ITS JUNCTION
 FX2332'WITH THE SOUTHERN RAILROAD IN BUTTS, 0.05 MILE EAST OF THE Y JUNCTION
 FX2332'OF BUTTS STATION ROAD AND ELBOW ROAD, 104 FEET EAST OF THE CENTER OF
 FX2332'THE DRIVEWAY LEADING TO HOUSE NUMBER 1301, AND 19 FEET SOUTH OF THE
 FX2332'CENTERLINE OF THE ROAD.
 FX2332
 FX2332                          STATION RECOVERY (1995)
 FX2332
 FX2332'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2332'MARK NOT FOUND.
 FX2332
 FX2332                          STATION RECOVERY (2004)
 FX2332
 FX2332'RECOVERY NOTE BY US POWER SQUADRON 2004 (CDM)
 FX2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0052 ***********************************************************************
 GW0052  DESIGNATION -  FERNCLIFF
 GW0052  PID         -  GW0052
 GW0052  STATE/COUNTY-  VA/LOUISA
 GW0052  USGS QUAD   -  FERNCLIFF (1984)
 GW0052
 GW0052                         *CURRENT SURVEY CONTROL
 GW0052  ___________________________________________________________________
 GW0052* NAD 83(1993)-  37 54 47.89013(N)    078 04 56.92475(W)     ADJUSTED  
 GW0052* NAVD 88     -       152.765  (meters)     501.20   (feet)  ADJUSTED  
 GW0052  ___________________________________________________________________
 GW0052  X           -   1,040,455.619 (meters)                     COMP
 GW0052  Y           -  -4,929,843.817 (meters)                     COMP
 GW0052  Z           -   3,897,930.373 (meters)                     COMP
 GW0052  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 GW0052  ELLIP HEIGHT-         120.30  (meters)          (11/14/94) GPS OBS
 GW0052  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0052  DYNAMIC HT  -         152.660 (meters)     500.85  (feet)  COMP
 GW0052  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GW0052
 GW0052  HORZ ORDER  -  THIRD
 GW0052  VERT ORDER  -  SECOND    CLASS 0
 GW0052  ELLP ORDER  -  FOURTH    CLASS II
 GW0052
 GW0052.The horizontal coordinates were established by classical geodetic methods
 GW0052.and adjusted by the National Geodetic Survey in November 1994..
 GW0052
 GW0052.The orthometric height was determined by differential leveling
 GW0052.and adjusted by the National Geodetic Survey in June 1991..
 GW0052
 GW0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW0052
 GW0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0052
 GW0052.The ellipsoidal height was determined by GPS observations
 GW0052.and is referenced to NAD 83.
 GW0052
 GW0052.The geoid height was determined by GEOID03.
 GW0052
 GW0052.The dynamic height is computed by dividing the NAVD 88
 GW0052.geopotential number by the normal gravity value computed on the
 GW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0052.degrees latitude (g = 980.6199 gals.).
 GW0052
 GW0052.The modeled gravity was interpolated from observed gravity values.
 GW0052
 GW0052;                    North         East     Units Scale Factor Converg.
 GW0052;SPC VA S     - 1,175,423.686 3,536,714.558   MT  0.99999070   +0 15 12.3
 GW0052;SPC VA S     - 3,856,369.21 11,603,371.01   sFT  0.99999070   +0 15 12.3
 GW0052;UTM  17      - 4,200,210.303   756,479.200   MT  1.00041028   +1 47 37.3
 GW0052;UTM  18      - 4,200,677.404   229,015.968   MT  1.00050453   -1 53 42.9
 GW0052
 GW0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0052!SPC VA S     -   0.99998112  x   0.99999070  =   0.99997182
 GW0052!UTM  17      -   0.99998112  x   1.00041028  =   1.00039140
 GW0052!UTM  18      -   0.99998112  x   1.00050453  =   1.00048564
 GW0052
 GW0052:                Primary Azimuth Mark                     Grid Az
 GW0052:SPC VA S     -  LOUISA MUNICIPAL TANK                    029 06 25.3
 GW0052:UTM  17      -  LOUISA MUNICIPAL TANK                    027 34 00.3
 GW0052:UTM  18      -  LOUISA MUNICIPAL TANK                    031 15 20.5
 GW0052
 GW0052|---------------------------------------------------------------------|
 GW0052| PID    Reference Object                     Distance      Geod. Az  |
 GW0052|                                                           dddmmss.s |
 GW0052| HW3304 LOUISA MUNICIPAL TANK               APPROX.14.3 KM 0292137.6 |
 GW0052| GW0054 FERNCLIFF RM 1                       27.430 METERS 05928     |
 GW0052| GW0053 FERNCLIFF RM 2                       26.787 METERS 21721     |
 GW0052| GW0051 FERNCLIFF AZ MK                                    3580159.7 |
 GW0052|---------------------------------------------------------------------|
 GW0052
 GW0052                          SUPERSEDED SURVEY CONTROL
 GW0052
 GW0052  ELLIP H (01/27/92)  120.54   (m)                       GP(       ) 4 1
 GW0052  NAD 83(1986)-  37 54 47.89749(N)    078 04 56.93709(W) AD(       ) 3
 GW0052  NAD 27      -  37 54 47.38840(N)    078 04 57.93220(W) AD(       ) 3
 GW0052  NGVD 29 (??/??/92)  153.022  (m)          502.04   (f) ADJ UNCH    2 0
 GW0052
 GW0052.Superseded values are not recommended for survey control.
 GW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0052.See file dsdata.txt to determine how the superseded data were derived.
 GW0052
 GW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC5647900210(NAD 83)
 GW0052_MARKER: DS = TRIANGULATION STATION DISK
 GW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0052_STAMPING: FERNCLIFF 1958
 GW0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0052+STABILITY: SURFACE MOTION
 GW0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0052+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW0052
 GW0052  HISTORY     - Date     Condition        Report By
 GW0052  HISTORY     - 1958     MONUMENTED       CGS
 GW0052  HISTORY     - 1958     GOOD             CGS
 GW0052  HISTORY     - 1966     GOOD             NGS
 GW0052  HISTORY     - 1987     GOOD             NGS
 GW0052  HISTORY     - 19980307 GOOD             USPSQD
 GW0052  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0052  HISTORY     - 20030828 GOOD             VADOT
 GW0052  HISTORY     - 20060309 GOOD             USPSQD
 GW0052
 GW0052                          STATION DESCRIPTION
 GW0052
 GW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW0052'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF GUM SPRINGS, 8
 GW0052'MILES SOUTHEAST OF ZION CROSSROADS AND ABOUT 0.25 MILE SOUTH OF
 GW0052'THE FERNCLIFF POST OFFICE.  IT IS 150 SOUTHWEST OF SOUTHWEST
 GW0052'CORNER OF A WHITE HOUSE, 70 FEET SOUTHEAST OF A LONE APPLE TREE,
 GW0052'29 FEET WEST OF THE CENTER LINE OF COUNTY ROUTE 665 AND 17 FEET
 GW0052'WEST OF FLUVANNA CO. AND LOUISA COUNTY LINE MARKER POST.
 GW0052'THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND AND
 GW0052'THE DISK IS STAMPED FERNCLIFF 1958.
 GW0052'
 GW0052'REFERENCE MARK NO. 1 IS 90 FEET EAST NORTHEAST OF A LONE APPLE
 GW0052'TREE, 71 FEET WEST OF SOUTHWEST CORNER OF A WHITE HOUSE AND 16
 GW0052'FEET WEST OF THE CENTER LINE OF COUNTY ROUTE 665.  THE MARK IS
 GW0052'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED FERNCLIFF NO
 GW0052'1 1958.
 GW0052'
 GW0052'REFERENCE MARK NO. 2 IS 88 FEET SOUTH OF THE COUNTY LINE POST,
 GW0052'14 FEET WEST OF THE CENTER LINE OF COUNTY ROUTE 665 AND 1.6
 GW0052'FEET NORTH OF A METAL WITNESS POST.  THE MARK IS SET FLUSH WITH
 GW0052'THE GROUND AND THE DISK IS STAMPED FERNCLIFF NO 2 1958.
 GW0052'
 GW0052'AZIMUTH MARK IS 116 FEET NORTH NORTHEAST OF THE CENTER LINE OF
 GW0052'U.S. HIGHWAY 250, 9 FEET SOUTHWEST OF A 20 INCH OAK TREE, 2 FEET
 GW0052'NORTH OF A METAL WITNESS POST AND ON THE EAST EDGE OF THE EAST
 GW0052'BANK OF ABOUT 8 FEET FILL-IN.  THE MARK PROJECTS ABOUT 4 INCHES
 GW0052'AND THE DISK IS STAMPED FERNCLIFF 1958.
 GW0052'
 GW0052'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 250
 GW0052'AND 20, GO SOUTHEASTERLY ON U.S. HIGHWAY 250 FOR 8.2 MILES TO THE
 GW0052'AZIMUTH MARK ON LEFT AND A SMALL LAKE ON THE RIGHT.  CONTINUE
 GW0052'STRAIGHT AHEAD ON U.S. HIGHWAY 250 FOR 0.1 MILE TO CROSSROADS AT
 GW0052'FERNCLIFF POST OFFICE ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 GW0052'ON COUNTY ROUTE 665 FOR 0.1 MILE TO STATION ON THE RIGHT AND
 GW0052'LOUSIA-FLUVANNA COUNTY LINE SIGN.
 GW0052'
 GW0052'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GW0052
 GW0052                          STATION RECOVERY (1958)
 GW0052
 GW0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GW0052'AT FERNCLIFF.
 GW0052'ABOUT 0.15 MILE SOUTH OF THE FERNCLIFF POST OFFICE, 150 FEET
 GW0052'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 70 FEET
 GW0052'SOUTHEAST OF A LONE APPLE TREE, 29 FEET WEST OF THE CENTERLINE
 GW0052'OF COUNTY ROAD 665 AND 17 FEET WEST OF THE FLUVANNA-LOUISA COUNTY
 GW0052'LINE MARKER.  SET IN A CONCRETE POST 8 INCHES BELOW THE SURFACE
 GW0052'OF THE GROUND.  NOTE-- MARK IS NOW 11.5 FEET WEST OF THE COUNTY
 GW0052'LINE MARKER.
 GW0052
 GW0052                          STATION RECOVERY (1966)
 GW0052
 GW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0052'RECOVERED IN GOOD CONDITION.
 GW0052
 GW0052                          STATION RECOVERY (1987)
 GW0052
 GW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 GW0052'THE STATION WAS RECOVERED AT THIS DATE,
 GW0052'IN GOOD CONDITION.  NO OTHER MARKS WERE SEARCHED FOR.
 GW0052'
 GW0052'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 GW0052'SOUTHWEST OF LOUISA, 5.6 KM (3.5 MI) NNE OF KENT STORE, 1.6 KM (1.0
 GW0052'MI) SOUTHEAST OF FERNCLIFF AND ON FARM LAND NEAR THE
 GW0052'LOUISA-FLUVANNA COUNTY LINE.
 GW0052'OWNERSHIP--W K RICHARDSON, KENT STORE VA 23084, PH 703-589-8888 AND
 GW0052'MRS ANNIE MELTON, KENT STORE VA 23084, PH 703-589-3514.
 GW0052'
 GW0052'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 GW0052'SECONDARY ROAD 605 (EXIT 29) ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF
 GW0052'FERNCLIFF, GO SOUTHWEST ON SECONDARY ROAD 605 FOR 0.7 KM (0.45 MI)
 GW0052'TO THE JUNCTION OF U.S. HIGHWAY 250.  TURN RIGHT ON U.S. HIGHWAY
 GW0052'250 AND GO NORTHWEST FOR 5.2 KM (3.75 MI) TO SECONDARY ROAD 665 ON
 GW0052'THE LEFT AND EXXON SERVICE STATION JUST BEYOND.  TURN LEFT ON
 GW0052'SECONDARY ROAD 665 AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) TO HIGH
 GW0052'GROUND, THE COUNTY LINE AND STATION ON THE RIGHT.
 GW0052'
 GW0052'THE STATION IS A STANDARD CGS DISK
 GW0052'STAMPED---FERNCLIFF 1958---,
 GW0052'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GW0052'30 CM IN DIAMETER RECESSED 40 CM BELOW GROUND.  LOCATED
 GW0052'27.3 METERS (89.6 FT) NORTHEAST FROM A METAL WITNESS POST,
 GW0052'19.0 METERS (62.3 FT) SOUTHWEST FROM THE EXTENDED CENTERLINE OF
 GW0052'DRIVEWAY TO MRS MELTONS HOUSE ACROSS ROAD,
 GW0052'9.2 METERS (30.2 FT) NORTHWEST FROM THE CENTER OF THE ROAD,
 GW0052'3.5 METERS (11.5 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND
 GW0052'3.4 METERS (11.2 FT) NORTHWEST FROM A COUNTY LINE SIGN.
 GW0052'THE UNDERGROUND MARK WAS NOT SEARCHED FOR AT THIS TIME.
 GW0052'
 GW0052'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA EASTERN NORTH CAROLINA,
 GW0052'1987.
 GW0052'
 GW0052'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GW0052'
 GW0052'DESCRIBED BY D.A. BOWLING.
 GW0052
 GW0052                          STATION RECOVERY (1998)
 GW0052
 GW0052'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0052'RECOVERED IN GOOD CONDITION.
 GW0052
 GW0052                          STATION RECOVERY (2002)
 GW0052
 GW0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0052'MARK NOT FOUND.
 GW0052
 GW0052                          STATION RECOVERY (2003)
 GW0052
 GW0052'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA)
 GW0052'RECOVERED IN GOOD CONDITION.
 GW0052
 GW0052                          STATION RECOVERY (2006)
 GW0052
 GW0052'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0052'STATION, RM2 AND AZ FOUND IN GOOD CONDITION. RM1 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0051 ***********************************************************************
 GW0051  DESIGNATION -  FERNCLIFF AZ MK
 GW0051  PID         -  GW0051
 GW0051  STATE/COUNTY-  VA/LOUISA
 GW0051  USGS QUAD   -  FERNCLIFF (1984)
 GW0051
 GW0051                         *CURRENT SURVEY CONTROL
 GW0051  ___________________________________________________________________
 GW0051* NAD 83(1986)-  37 54 55.     (N)    078 04 55.     (W)     SCALED    
 GW0051* NAVD 88     -       146.458  (meters)     480.50   (feet)  ADJUSTED  
 GW0051  ___________________________________________________________________
 GW0051  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0051  DYNAMIC HT  -         146.358 (meters)     480.18  (feet)  COMP
 GW0051  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 GW0051
 GW0051  VERT ORDER  -  SECOND    CLASS 0
 GW0051
 GW0051.The horizontal coordinates were scaled from a topographic map and have
 GW0051.an estimated accuracy of +/- 6 seconds.
 GW0051
 GW0051.The orthometric height was determined by differential leveling
 GW0051.and adjusted by the National Geodetic Survey in June 1991..
 GW0051
 GW0051.The geoid height was determined by GEOID03.
 GW0051
 GW0051.The dynamic height is computed by dividing the NAVD 88
 GW0051.geopotential number by the normal gravity value computed on the
 GW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0051.degrees latitude (g = 980.6199 gals.).
 GW0051
 GW0051.The modeled gravity was interpolated from observed gravity values.
 GW0051
 GW0051;                    North         East    Units  Estimated Accuracy
 GW0051;SPC VA S     - 1,175,640.    3,536,760.      MT  (+/- 180 meters Scaled)
 GW0051
 GW0051                          SUPERSEDED SURVEY CONTROL
 GW0051
 GW0051  NGVD 29 (??/??/92)  146.714  (m)          481.34   (f) ADJ UNCH    2 0
 GW0051
 GW0051.Superseded values are not recommended for survey control.
 GW0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0051.See file dsdata.txt to determine how the superseded data were derived.
 GW0051
 GW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC565004(NAD 83)
 GW0051_MARKER: DZ = AZIMUTH MARK DISK
 GW0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0051_STAMPING: FERNCLIFF 1958
 GW0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0051+STABILITY: SURFACE MOTION
 GW0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0051+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW0051
 GW0051  HISTORY     - Date     Condition        Report By
 GW0051  HISTORY     - 1958     MONUMENTED       CGS
 GW0051  HISTORY     - 1966     GOOD             NGS
 GW0051  HISTORY     - 19980307 GOOD             USPSQD
 GW0051  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0051  HISTORY     - 20060309 GOOD             USPSQD
 GW0051
 GW0051                          STATION DESCRIPTION
 GW0051
 GW0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0051'0.1 MI W FROM FERNCLIFF.
 GW0051'0.1 MILE WEST OF THE FERNCLIFF POST OFFICE, 116 FEET NORTH
 GW0051'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 250, 9 FEET SOUTHWEST
 GW0051'OF A 20 INCH OAK TREE, 2 FEET NORTH OF A METAL WITNESS POST AND ON
 GW0051'THE EAST EDGE OF AN 8 FOOT FILL.  SET IN A CONCRETE POST PROJECTING
 GW0051'4 INCHES.
 GW0051
 GW0051                          STATION RECOVERY (1966)
 GW0051
 GW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0051'RECOVERED IN GOOD CONDITION.
 GW0051
 GW0051                          STATION RECOVERY (1998)
 GW0051
 GW0051'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0051'RECOVERED IN GOOD CONDITION.
 GW0051
 GW0051                          STATION RECOVERY (2002)
 GW0051
 GW0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0051'MARK NOT FOUND.
 GW0051
 GW0051                          STATION RECOVERY (2006)
 GW0051
 GW0051'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0054 ***********************************************************************
 GW0054  DESIGNATION -  FERNCLIFF RM 1
 GW0054  PID         -  GW0054
 GW0054  STATE/COUNTY-  VA/LOUISA
 GW0054  USGS QUAD   -  FERNCLIFF (1984)
 GW0054
 GW0054                         *CURRENT SURVEY CONTROL
 GW0054  ___________________________________________________________________
 GW0054* NAD 83(1986)-  37 54 48.     (N)    078 04 56.     (W)     SCALED    
 GW0054* NAVD 88     -       152.382  (meters)     499.94   (feet)  ADJUSTED  
 GW0054  ___________________________________________________________________
 GW0054  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0054  DYNAMIC HT  -         152.277 (meters)     499.60  (feet)  COMP
 GW0054  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GW0054
 GW0054  VERT ORDER  -  SECOND    CLASS 0
 GW0054
 GW0054.The horizontal coordinates were scaled from a topographic map and have
 GW0054.an estimated accuracy of +/- 6 seconds.
 GW0054
 GW0054.The orthometric height was determined by differential leveling
 GW0054.and adjusted by the National Geodetic Survey in June 1991..
 GW0054
 GW0054.The geoid height was determined by GEOID03.
 GW0054
 GW0054.The dynamic height is computed by dividing the NAVD 88
 GW0054.geopotential number by the normal gravity value computed on the
 GW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0054.degrees latitude (g = 980.6199 gals.).
 GW0054
 GW0054.The modeled gravity was interpolated from observed gravity values.
 GW0054
 GW0054;                    North         East    Units  Estimated Accuracy
 GW0054;SPC VA S     - 1,175,430.    3,536,740.      MT  (+/- 180 meters Scaled)
 GW0054
 GW0054                          SUPERSEDED SURVEY CONTROL
 GW0054
 GW0054  NGVD 29 (??/??/92)  152.639  (m)          500.78   (f) ADJ UNCH    2 0
 GW0054
 GW0054.Superseded values are not recommended for survey control.
 GW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0054.See file dsdata.txt to determine how the superseded data were derived.
 GW0054
 GW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC565002(NAD 83)
 GW0054_MARKER: DR = REFERENCE MARK DISK
 GW0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0054_STAMPING: FERNCLIFF NO 1 1958
 GW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0054+STABILITY: SURFACE MOTION
 GW0054
 GW0054  HISTORY     - Date     Condition        Report By
 GW0054  HISTORY     - 1958     MONUMENTED       CGS
 GW0054  HISTORY     - 1966     GOOD             NGS
 GW0054  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GW0054  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GW0054
 GW0054                          STATION DESCRIPTION
 GW0054
 GW0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0054'AT FERNCLIFF.
 GW0054'ABOUT 0.15 MILE SOUTH OF THE POST OFFICE AT FERNCLIFF NEAR THE
 GW0054'COUNTY LINE, 90 FEET EAST NORTHEAST OF A LONE APPLE TREE, 71 FEET
 GW0054'WEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE AND 16 FEET WEST OF
 GW0054'THE CENTERLINE OF COUNTY ROAD 665.  SET IN A CONCRETE POST LEVEL
 GW0054'WITH THE GROUND.
 GW0054
 GW0054                          STATION RECOVERY (1966)
 GW0054
 GW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0054'RECOVERED IN GOOD CONDITION.
 GW0054
 GW0054                          STATION RECOVERY (1998)
 GW0054
 GW0054'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0054'MARK NOT FOUND.
 GW0054
 GW0054                          STATION RECOVERY (2002)
 GW0054
 GW0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (NC)
 GW0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0053 ***********************************************************************
 GW0053  DESIGNATION -  FERNCLIFF RM 2
 GW0053  PID         -  GW0053
 GW0053  STATE/COUNTY-  VA/FLUVANNA
 GW0053  USGS QUAD   -  FERNCLIFF (1984)
 GW0053
 GW0053                         *CURRENT SURVEY CONTROL
 GW0053  ___________________________________________________________________
 GW0053* NAD 83(1986)-  37 54 48.     (N)    078 04 56.     (W)     SCALED    
 GW0053* NAVD 88     -       152.674  (meters)     500.90   (feet)  ADJUSTED  
 GW0053  ___________________________________________________________________
 GW0053  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GW0053  DYNAMIC HT  -         152.569 (meters)     500.55  (feet)  COMP
 GW0053  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 GW0053
 GW0053  VERT ORDER  -  SECOND    CLASS 0
 GW0053
 GW0053.The horizontal coordinates were scaled from a topographic map and have
 GW0053.an estimated accuracy of +/- 6 seconds.
 GW0053
 GW0053.The orthometric height was determined by differential leveling
 GW0053.and adjusted by the National Geodetic Survey in June 1991..
 GW0053
 GW0053.The geoid height was determined by GEOID03.
 GW0053
 GW0053.The dynamic height is computed by dividing the NAVD 88
 GW0053.geopotential number by the normal gravity value computed on the
 GW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0053.degrees latitude (g = 980.6199 gals.).
 GW0053
 GW0053.The modeled gravity was interpolated from observed gravity values.
 GW0053
 GW0053;                    North         East    Units  Estimated Accuracy
 GW0053;SPC VA S     - 1,175,430.    3,536,740.      MT  (+/- 180 meters Scaled)
 GW0053
 GW0053                          SUPERSEDED SURVEY CONTROL
 GW0053
 GW0053  NGVD 29 (??/??/92)  152.931  (m)          501.74   (f) ADJ UNCH    2 0
 GW0053
 GW0053.Superseded values are not recommended for survey control.
 GW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0053.See file dsdata.txt to determine how the superseded data were derived.
 GW0053
 GW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC565002(NAD 83)
 GW0053_MARKER: DR = REFERENCE MARK DISK
 GW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0053_STAMPING: FERNCLIFF NO 2 1958
 GW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0053+STABILITY: SURFACE MOTION
 GW0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW0053+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 GW0053
 GW0053  HISTORY     - Date     Condition        Report By
 GW0053  HISTORY     - 1958     MONUMENTED       CGS
 GW0053  HISTORY     - 1966     GOOD             NGS
 GW0053  HISTORY     - 19980219 MARK NOT FOUND   USPSQD
 GW0053  HISTORY     - 20031011 GOOD             USPSQD
 GW0053  HISTORY     - 20060309 GOOD             USPSQD
 GW0053
 GW0053                          STATION DESCRIPTION
 GW0053
 GW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GW0053'AT FERNCLIFF.
 GW0053'ABOUT 0.15 MILE SOUTH OF THE POST OFFICE AT FERNCLIFF, 88 FEET
 GW0053'SOUTH OF THE FLUVANNA-LOUISA COUNTY LINE MARKER, 88 FEET SOUTHWEST
 GW0053'OF THE STATION, 14 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 GW0053'665 AND 1.6 FEET NORTH OF A C AND GS WITNESS SIGN.  SET IN A
 GW0053'CONCRETE POST LEVEL WITH THE GROUND.
 GW0053
 GW0053                          STATION RECOVERY (1966)
 GW0053
 GW0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GW0053'RECOVERED IN GOOD CONDITION.
 GW0053
 GW0053                          STATION RECOVERY (1998)
 GW0053
 GW0053'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0053'MARK NOT FOUND.
 GW0053
 GW0053                          STATION RECOVERY (2003)
 GW0053
 GW0053'RECOVERY NOTE BY US POWER SQUADRON 2003
 GW0053'ADD TO DESCRIPTION 66.6 FT FROM WELL CENTER IN DIRECTION 240M, 16.6 FT
 GW0053'FROM ROAD CENTERLINE, 86.5 FT FROM COUNTY LINE SIGN
 GW0053
 GW0053                          STATION RECOVERY (2006)
 GW0053
 GW0053'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0301 ***********************************************************************
 FW0301  DESIGNATION -  FERRY
 FW0301  PID         -  FW0301
 FW0301  STATE/COUNTY-  VA/NORTHAMPTON
 FW0301  USGS QUAD   -  TOWNSEND (1989)
 FW0301
 FW0301                         *CURRENT SURVEY CONTROL
 FW0301  ___________________________________________________________________
 FW0301* NAD 83(1993)-  37 10 15.67164(N)    075 58 47.06408(W)     ADJUSTED  
 FW0301* NAVD 88     -        11.145  (meters)      36.56   (feet)  ADJUSTED  
 FW0301  ___________________________________________________________________
 FW0301  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 FW0301  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FW0301  DYNAMIC HT  -          11.137 (meters)      36.54  (feet)  COMP
 FW0301  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 FW0301
 FW0301  HORZ ORDER  -  SECOND
 FW0301  VERT ORDER  -  FIRST     CLASS I
 FW0301
 FW0301.The horizontal coordinates were established by classical geodetic methods
 FW0301.and adjusted by the National Geodetic Survey in September 1995..
 FW0301
 FW0301.The orthometric height was determined by differential leveling
 FW0301.and adjusted by the National Geodetic Survey in June 1991..
 FW0301
 FW0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0301
 FW0301.The geoid height was determined by GEOID03.
 FW0301
 FW0301.The dynamic height is computed by dividing the NAVD 88
 FW0301.geopotential number by the normal gravity value computed on the
 FW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0301.degrees latitude (g = 980.6199 gals.).
 FW0301
 FW0301.The modeled gravity was interpolated from observed gravity values.
 FW0301
 FW0301;                    North         East     Units Scale Factor Converg.
 FW0301;SPC VA S     - 1,095,949.091 3,723,791.634   MT  0.99995125   +1 31 46.6
 FW0301;SPC VA S     - 3,595,626.31 12,217,139.72   sFT  0.99995125   +1 31 46.6
 FW0301;UTM  18      - 4,114,293.777   413,021.056   MT  0.99969319   -0 35 31.2
 FW0301
 FW0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0301!SPC VA S     -   1.00000408  x   0.99995125  =   0.99995533
 FW0301!UTM  18      -   1.00000408  x   0.99969319  =   0.99969727
 FW0301
 FW0301|---------------------------------------------------------------------|
 FW0301| PID    Reference Object                     Distance      Geod. Az  |
 FW0301|                                                           dddmmss.s |
 FW0301| FW0300 FERRY RM 1                           32.461 METERS 03345     |
 FW0301| FW0298 FERRY AZ MK                                        0611015.9 |
 FW0301| FW0948 CAPE CHARLES 77IST AN/FPS TWR       APPROX. 4.8 KM 1513154.7 |
 FW0301| FW0927 FISHERMAN ISLAND NAVY SHORAN        APPROX. 8.1 KM 1792953.5 |
 FW0301| DC7296 FERRY RM 2                           36.653 METERS 30951     |
 FW0301|---------------------------------------------------------------------|
 FW0301
 FW0301                          SUPERSEDED SURVEY CONTROL
 FW0301
 FW0301  NAD 83(1986)-  37 10 15.67459(N)    075 58 47.10143(W) AD(       ) 2
 FW0301  NAD 27      -  37 10 15.16640(N)    075 58 48.34590(W) AD(       ) 2
 FW0301  NGVD 29 (??/??/??)   11.394  (m)           37.38   (f) ADJUSTED    1 1
 FW0301
 FW0301.Superseded values are not recommended for survey control.
 FW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0301.See file dsdata.txt to determine how the superseded data were derived.
 FW0301
 FW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1302114294(NAD 83)
 FW0301_MARKER: DS = TRIANGULATION STATION DISK
 FW0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0301_STAMPING: FERRY 1959
 FW0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0301+STABILITY: SURFACE MOTION
 FW0301
 FW0301  HISTORY     - Date     Condition        Report By
 FW0301  HISTORY     - 1959     MONUMENTED       CGS
 FW0301  HISTORY     - 1962     GOOD             CGS
 FW0301  HISTORY     - 1972     GOOD             NGS
 FW0301  HISTORY     - 1972     GOOD             NGS
 FW0301  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 FW0301
 FW0301                          STATION DESCRIPTION
 FW0301
 FW0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0301'THE STATION IS ABOUT 2.0 MILES SOUTH OF CHEAPSIDE, 0.75 MILE
 FW0301'SOUTHWEST OF CEDAR GROVE, 0.3 MILE NORTHEAST OF THE TOLL
 FW0301'PLAZA OF THE CHESAPEAKE BAY FERRIES AT KIPTOPEKE BEACH, ON
 FW0301'THE NORTH SIDE OF U.S. HIGHWAY 13, ON HIGHWAY RIGHT-OF-WAY.
 FW0301'
 FW0301'TO REACH THE STATION FROM THE TOLL PLAZA OF THE CHESAPEAKE
 FW0301'BAY FERRIES AT KIPTOPEKE BEACH, GO NORTHEAST ON U.S. HIGHWAY
 FW0301'13 FOR 0.3 MILE TO A LARGE SIGN ON THE LEFT AND THE STATION.
 FW0301'
 FW0301'STATION MARKS ARE STANDARD DISKS STAMPED FERRY 1959.  THE
 FW0301'SURFACE DISK IS SET IN SQUARE CONCRETE POST WHICH PROJECTS
 FW0301'2 INCHES.  IT IS 170 FEET WEST OF THE SOUTHWEST END OF AN
 FW0301'ISLAND FORMED BY DIVIDED HIGHWAYS, 103 FEET NORTHWEST OF THE
 FW0301'CENTERLINE OF U.S. HIGHWAY 13, 38 FEET EAST OF A POWERLINE
 FW0301'POLE WITH A TRANSFORMER AND 18 FEET NORTH OF THE NORTH END
 FW0301'OF THE LARGE SIGN.  A STANDARD METAL WITNESS POST WAS SET
 FW0301'2.4 FEET NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET
 FW0301'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 FW0301'OF THE GROUND.
 FW0301'
 FW0301'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FERRY NO 1 1959,
 FW0301'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FW0301'IT IS 87 FEET NORTHWEST OF THE NORTHWEST EDGE OF U.S. HIGHWAY
 FW0301'13 AND ABOUT 5 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.
 FW0301'
 FW0301'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FERRY NO 2 1959,
 FW0301'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FW0301'SURFACE OF THE GROUND.  IT IS 101 FEET NORTHWEST OF THE
 FW0301'POWERLINE POLE WITH A TRANSFORMER.
 FW0301'
 FW0301'AZIMUTH MARK IS A STANDARD DISK STAMPED FERRY 1959, SET IN
 FW0301'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 FW0301'THE GROUND.  IT IS 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FW0301'OF A SERVICE STATION, 18 FEET SOUTH OF THE CENTER OF A BLACKTOP
 FW0301'ROAD AND 2 FEET NORTHWEST OF A POWERLINE POLE.  A STANDARD
 FW0301'WITNESS POST WAS SET 2.4 FEET WEST OF THE MARK.
 FW0301'
 FW0301'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 FW0301'U.S. HIGHWAY 13 FOR 0.3 MILE TO A BLACKTOP ROAD ON THE RIGHT.
 FW0301'TURN RIGHT AND GO ABOUT 0.05 MILE TO THE SECOND POWERLINE
 FW0301'POLE ON THE RIGHT AND THE AZIMUTH MARK.
 FW0301
 FW0301                          STATION RECOVERY (1962)
 FW0301
 FW0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0301'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FW0301'IN GOOD CONDITION.
 FW0301
 FW0301                          STATION RECOVERY (1972)
 FW0301
 FW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW0301'THE STATION MARK, RM 1 AND THE AZIMUTH MARK WAS FOUND AND IN GOOD
 FW0301'CONDITION.  RM 2 WAS FOUND OUT OF THE GROUND AND ONLY THE SHANK OF
 FW0301'THE DISK REMAINED IN THE POST.
 FW0301'
 FW0301'THE STATION MAY BE REACHED BY GOING 1.0 MILE SOUTH ALONG STATE ROAD
 FW0301'600 FROM THE POST OFFICE AT TOWNSEND, THENCE 0.5 MILE WEST ALONG
 FW0301'STATE ROAD 645 AND 703, THENCE 0.35 MILE SOUTHWEST ALONG OLD U. S.
 FW0301'HIGHWAY 13.  THE STATION IS 104 FEET NORTHWEST OF THE CENTER LINE
 FW0301'OF THE OLD HIGHWAY, 0.35 MILE NORTHEAST OF THE ABANDONED TOLL BOOTH
 FW0301'FOR THE KIPTOPEKE FERRY TERMINAL, 60 FEET SOUTHWEST OF THE CENTER
 FW0301'OF A SMALL GRAVELED PLACE, 1.2 FEET SOUTHWEST OF A METAL WITNESS
 FW0301'POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 FW0301'A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  THE DISK IS
 FW0301'STAMPED FERRY 1959.
 FW0301'
 FW0301'RM 1 IS 106.5 FEET NORTHEAST OF THE STATION MARK, 132 FEET NORTHWEST
 FW0301'OF THE CENTER LINE OF THE OLD HIGHWAY, 1 FOOT SOUTHEAST OF A METAL
 FW0301'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 FW0301'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED FERRY NO 1
 FW0301'1959.
 FW0301'
 FW0301'THE AZIMUTH MARK MAY BE REACHED BY GOING 1.0 MILE SOUTH ALONG STATE
 FW0301'ROAD 600 FROM THE POST OFFICE AT TOWNSEND, THENCE 0.45 MILE WEST
 FW0301'ALONG STATE ROADS 645 AND 703, THENCE 0.05 MILE WEST ALONG U. S.
 FW0301'HIGHWAY 13, THE MARK IS 295 FEET EAST OF THE CENTER LINE OF THE EAST
 FW0301'LANE OF THE US HIGHWAY, 96 FEET SOUTHEAST OF AND ACROSS THE STATE
 FW0301'ROADS FROM THE SOUTHEAST CORNER OF AN ABANDONED SERVICE STATION
 FW0301'BUILDING, 18-1/2 FEET SOUTH OF THE CENTER LINE OF THE STATE
 FW0301'ROADS, 223 FEET EAST OF BENCH MARK X 313 1952 DESCRIBED, 2.4 FEET
 FW0301'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 FW0301'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 FW0301'GROUND.  THE AZIMUTH MARK DISK IS STAMPED FERRY 1959.
 FW0301'
 FW0301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.85 MILES
 FW0301'SOUTHWEST OF TOWNSEND.
 FW0301
 FW0301                          STATION RECOVERY (1972)
 FW0301
 FW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0301'1.8 MI SW FROM TOWNSEND.
 FW0301'ABOUT 1.0 MILE SOUTH ALONG STATE ROAD 600 FROM THE POST OFFICE
 FW0301'AT TOWNSEND, THENCE 0.5 MILE WEST ALONG STATE ROADS 645 AND 703,
 FW0301'THENCE 0.35 MILE SOUTHWEST ALONG OLD U.S. HIGHWAY 13, 104 FEET
 FW0301'NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 0.35 MILE NORTHEAST
 FW0301'OF THE ABANDONED TOLL BOOTH FOR THE KIPTOPEKE FERRY TERMINAL,
 FW0301'60 FEET SOUTHWEST OF THE CENTER OF A SMALL GRAVELED PARKING PLACE
 FW0301'LOCATED BETWEEN TWO 6-FOOT HIGH SAND BANKS, 1.2 FEET SOUTHWEST
 FW0301'OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE OLD
 FW0301'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FW0301'LEVEL OF THE GROUND.
 FW0301
 FW0301                          STATION RECOVERY (2001)
 FW0301
 FW0301'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0301'STATION NOT FOUND.
 FW0301'RM 1 NOT FOUND
 FW0301'RM 2 PREVIOUSLY REPORTED AS DESTROYED
 FW0301'AZ MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0759 ***********************************************************************
 GV0759  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0759  DESIGNATION -  FERRY
 GV0759  PID         -  GV0759
 GV0759  STATE/COUNTY-  VA/SURRY
 GV0759  USGS QUAD   -  SURRY (1983)
 GV0759
 GV0759                         *CURRENT SURVEY CONTROL
 GV0759  ___________________________________________________________________
 GV0759* NAD 83(1993)-  37 11 02.70614(N)    076 47 08.36074(W)     ADJUSTED  
 GV0759* NAVD 88     -         1.389  (meters)       4.56   (feet)  POSTED    
 GV0759  ___________________________________________________________________
 GV0759  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 GV0759  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 GV0759  DYNAMIC HT  -           1.390 (meters)       4.56  (feet)  COMP
 GV0759  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 GV0759
 GV0759  HORZ ORDER  -  THIRD
 GV0759  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV0759
 GV0759.The horizontal coordinates were established by classical geodetic methods
 GV0759.and adjusted by the National Geodetic Survey in September 1995..
 GV0759
 GV0759.The orthometric height was determined by differential leveling
 GV0759.and adjusted by the National Geodetic Survey in 1992..
 GV0759.No vertical observational check was made to the station.
 GV0759.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV0759.was located on a no-check spur therefore a value was not computed.
 GV0759
 GV0759.This Tidal Bench Mark is designated as VM 3447
 GV0759.by the Center for Operational Oceanographic Products and Services.
 GV0759
 GV0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0759
 GV0759.The geoid height was determined by GEOID03.
 GV0759
 GV0759.The dynamic height is computed by dividing the NAVD 88
 GV0759.geopotential number by the normal gravity value computed on the
 GV0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0759.degrees latitude (g = 980.6199 gals.).
 GV0759
 GV0759.The modeled gravity was interpolated from observed gravity values.
 GV0759
 GV0759;                    North         East     Units Scale Factor Converg.
 GV0759;SPC VA S     - 1,095,793.681 3,652,212.087   MT  0.99995050   +1 02 25.7
 GV0759;SPC VA S     - 3,595,116.44 11,982,299.16   sFT  0.99995050   +1 02 25.7
 GV0759;UTM  18      - 4,116,786.888   341,496.232   MT  0.99990949   -1 04 46.0
 GV0759
 GV0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0759!SPC VA S     -   1.00000531  x   0.99995050  =   0.99995581
 GV0759!UTM  18      -   1.00000531  x   0.99990949  =   0.99991480
 GV0759
 GV0759:                Primary Azimuth Mark                     Grid Az
 GV0759:SPC VA S     -  JAMESTOWN MONUMENT 1910                  013 45 08.1
 GV0759:UTM  18      -  JAMESTOWN MONUMENT 1910                  015 52 19.8
 GV0759
 GV0759|---------------------------------------------------------------------|
 GV0759| PID    Reference Object                     Distance      Geod. Az  |
 GV0759|                                                           dddmmss.s |
 GV0759| GV4644 JAMESTOWN MONUMENT 1910             APPROX. 2.8 KM 0144733.8 |
 GV0759| GV4654 SCOTLAND WHARF N GAS TANK 1938       14.944 METERS 16228     |
 GV0759| GV0760 FERRY RM 1                           29.657 METERS 22228     |
 GV0759| GV0761 SCOTLAND USE                         29.368 METERS 28659     |
 GV0759|---------------------------------------------------------------------|
 GV0759
 GV0759                          SUPERSEDED SURVEY CONTROL
 GV0759
 GV0759  NAD 83(1986)-  37 11 02.70881(N)    076 47 08.38846(W) AD(       ) 3
 GV0759  NAD 27      -  37 11 02.16900(N)    076 47 09.53700(W) AD(       ) 3
 GV0759  NGVD 29 (??/??/??)    1.785  (m)            5.86   (f) ADJUSTED    2 0
 GV0759
 GV0759.Superseded values are not recommended for survey control.
 GV0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0759.See file dsdata.txt to determine how the superseded data were derived.
 GV0759
 GV0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4149616787(NAD 83)
 GV0759_MARKER: DS = TRIANGULATION STATION DISK
 GV0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0759_STAMPING: FERRY 1938
 GV0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0759+STABILITY: SURFACE MOTION
 GV0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0759+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 GV0759
 GV0759  HISTORY     - Date     Condition        Report By
 GV0759  HISTORY     - 1938     MONUMENTED       CGS
 GV0759  HISTORY     - 1942     GOOD             CGS
 GV0759  HISTORY     - 1948     MARK NOT FOUND   CGS
 GV0759  HISTORY     - 1953     GOOD             CGS
 GV0759  HISTORY     - 1960     GOOD             CGS
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 1984     GOOD             USPSQD
 GV0759  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 GV0759  HISTORY     - 20020223 GOOD             USPSQD
 GV0759
 GV0759                          STATION DESCRIPTION
 GV0759
 GV0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV0759'THIS STATION IS ON THE SOUTH SHORE OF THE JAMES RIVER, AT
 GV0759'SCOTLAND WHARF, 1.6 METERS SOUTHEAST OF THE SOUTHEAST EDGE
 GV0759'OF THE MACADAM ROAD LEADING ONTO THE SCOTLAND-JAMESTOWN
 GV0759'FERRY WHARF AND 5.2 METERS INSHORE FROM THE SOUTHEAST CORNER
 GV0759'POST OF THE INSHORE END OF THE WHARF.
 GV0759'
 GV0759'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO. 1,
 GV0759'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 GV0759'
 GV0759'THE REFERENCE MARK IS INSHORE FROM THE STATION AT THE SOUTHWEST
 GV0759'CORNER OF THE WIRE FENCE AROUND THE STANDARD OIL GASOLINE STORAGE
 GV0759'TANKS, OF WHICH THE NORTHERLY (OFFSHORE) ONE OF THREE WAS
 GV0759'CONNECTED TO THE STATION.
 GV0759'
 GV0759'SCOTLAND (U.S.E.) IS ACROSS THE ROAD FROM THE STATION, 51.8
 GV0759'FEET WEST OF AN ARTESIAN WELL OVERFLOW PIPE, 34 FEET SOUTH
 GV0759'OF A BROKEN CONCRETE SEAWALL, AND 34 FEET EAST OF THE NORTHEAST
 GV0759'CORNER OF THE PORCH OF A FRAME DWELLING HOUSE.  IT IS A
 GV0759'STANDARD UNITED STATES ENGINEERS MARK IN A 4- BY 4-INCH
 GV0759'CONCRETE POST.
 GV0759
 GV0759                          STATION RECOVERY (1942)
 GV0759
 GV0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV0759'1938 DESCRIPTION IS ADEQUATE.
 GV0759
 GV0759                          STATION RECOVERY (1948)
 GV0759
 GV0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV0759'SITE OF STATION WAS VISITED ON 30 JUNE.  MARK WAS SEARCHED
 GV0759'FOR AND NOT FOUND.  IT APPEARS TO HAVE BEEN DUG OUT IN CONNECTION
 GV0759'WITH ROAD IMPROVEMENT AND/OR SNOW PLOWING.
 GV0759'
 GV0759'STATION MARKS IN THE VICINITY ARE SCOTLAND (U.S.E.) AND
 GV0759'FERRY R.M. 1.  BOTH APPEAR TO BE WELL LOCATED WITH RESPECT
 GV0759'TO PROBABLE PERMANENCE.  THE N GAS TANK IS GONE BUT THE
 GV0759'CONCRETE FOUNDATIONS ARE STILL IN PLACE.
 GV0759
 GV0759                          STATION RECOVERY (1953)
 GV0759
 GV0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 GV0759'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV0759'IS ADEQUATE, EXCEPT THAT THE STANDARD OIL GASOLINE-STORAGE
 GV0759'TANKS HAVE BEEN REMOVED, AND ONLY THE CONCRETE FOUNDATIONS
 GV0759'OF THE TANKS REMAIN.
 GV0759
 GV0759                          STATION RECOVERY (1960)
 GV0759
 GV0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GV0759'4.3 MI NE FROM SURRY.
 GV0759'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE COURTHOUSE
 GV0759'AT SURRY, AT THE JAMESTOWN FERRY.  19.3 FEET SOUTHEAST OF THE
 GV0759'SOUTHEAST CORNER OF THE WHARF LEADING TO THE FERRY, 21.8 FEET
 GV0759'EAST OF THE CENTER LINE OF THE HIGHWAY, 13.5 FEET WEST OF THE
 GV0759'NORTHWEST CORNER OF A LONG WHITE HOTEL BUILDING AND ABOUT FLUSH
 GV0759'WITH THE GROUND.
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31 THE MARKER IS FLUSH WITH THE ROAD BED.
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31 THE MARKER IS FLUSH WITH THE ROAD BED.
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31 THE MARKER IS FLUSH WITH THE ROAD BED.
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31 THE MARKER IS FLUSH WITH THE ROAD BED.
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31
 GV0759
 GV0759                          STATION RECOVERY (1984)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1984
 GV0759'THE BUILDING IS NOW PAINTED RED AND HAS AN APT. UP STAIRS AND A SMALL
 GV0759'STORE BELOW- THERE IS NO HOTEL THERE. IT IS LOCATED 17 FT. FROM
 GV0759'CENTER OF HWY 31
 GV0759
 GV0759                          STATION RECOVERY (1997)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0759'MARK NOT FOUND.
 GV0759
 GV0759                          STATION RECOVERY (2002)
 GV0759
 GV0759'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3099 ***********************************************************************
 FX3099  DESIGNATION -  FERRY
 FX3099  PID         -  FX3099
 FX3099  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3099  USGS QUAD   -  CREEDS (1986)
 FX3099
 FX3099                         *CURRENT SURVEY CONTROL
 FX3099  ___________________________________________________________________
 FX3099* NAD 83(1993)-  36 36 57.46586(N)    076 03 02.66083(W)     ADJUSTED  
 FX3099* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3099  ___________________________________________________________________
 FX3099  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FX3099  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FX3099
 FX3099  HORZ ORDER  -  SECOND
 FX3099
 FX3099.The horizontal coordinates were established by classical geodetic methods
 FX3099.and adjusted by the National Geodetic Survey in September 1995..
 FX3099
 FX3099.The orthometric height was scaled from a topographic map.
 FX3099
 FX3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3099
 FX3099.The geoid height was determined by GEOID03.
 FX3099
 FX3099;                    North         East     Units Scale Factor Converg.
 FX3099;SPC VA S     - 1,034,207.083 3,719,086.485   MT  1.00003077   +1 29 11.5
 FX3099;SPC VA S     - 3,393,061.07 12,201,702.91   sFT  1.00003077   +1 29 11.5
 FX3099;SPC NC       -   321,873.576   873,436.664   MT  1.00015644   +1 42 08.0
 FX3099;SPC NC       - 1,056,013.56  2,865,600.12   sFT  1.00015644   +1 42 08.0
 FX3099;UTM  18      - 4,052,785.159   406,039.755   MT  0.99970877   -0 37 36.3
 FX3099
 FX3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3099!SPC VA S     -   1.00000583  x   1.00003077  =   1.00003660
 FX3099!SPC NC       -   1.00000583  x   1.00015644  =   1.00016227
 FX3099!UTM  18      -   1.00000583  x   0.99970877  =   0.99971460
 FX3099
 FX3099|---------------------------------------------------------------------|
 FX3099| PID    Reference Object                     Distance      Geod. Az  |
 FX3099|                                                           dddmmss.s |
 FX3099| DC8833 FERRY RM 1                            8.660 METERS 08611     |
 FX3099| FX3111 NORTH LANDING RIVER BEACON 17       420.553 METERS 1862030.1 |
 FX3099| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 2.4 KM 1971415.0 |
 FX3099| FX3092 BLACK                               APPROX. 2.4 KM 2183657.8 |
 FX3099| DC8834 FERRY RM 2                           10.830 METERS 34757     |
 FX3099| FX3100 FERRY 2 1940                         26.920 METERS 34757     |
 FX3099|---------------------------------------------------------------------|
 FX3099
 FX3099                          SUPERSEDED SURVEY CONTROL
 FX3099
 FX3099  NAD 83(1986)-  36 36 57.47571(N)    076 03 02.69085(W) AD(       ) 2
 FX3099  NAD 27      -  36 36 56.92900(N)    076 03 03.93700(W) AD(       ) 2
 FX3099
 FX3099.Superseded values are not recommended for survey control.
 FX3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3099.See file dsdata.txt to determine how the superseded data were derived.
 FX3099
 FX3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0604052785(NAD 83)
 FX3099_MARKER: DS = TRIANGULATION STATION DISK
 FX3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3099
 FX3099  HISTORY     - Date     Condition        Report By
 FX3099  HISTORY     - 1934     MONUMENTED       CGS
 FX3099  HISTORY     - 1940     SEE DESCRIPTION  CGS
 FX3099  HISTORY     - 1954     SEE DESCRIPTION  USGS
 FX3099
 FX3099                          STATION DESCRIPTION
 FX3099
 FX3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FX3099'ON THE WEST BANK OF THE ALBERMARLE-CHESAPEAKE CANAL (NORTH
 FX3099'LANDING RIVER) OPPOSITE PUNGO FERRY, ON AND IN THE CENTER OF
 FX3099'THE OLD ABANDONED CAUSEWAY.  SURFACE AND UNDERGROUND MARKS
 FX3099'ARE STAMPED FERRY 1934.
 FX3099'
 FX3099'TO REACH STATION GO TO PUNGO FERRY, CROSS THE CANAL TO WEST
 FX3099'BANK, TO WHERE IS AN OLD HOUSE JUST NORTH OF WHERE THE CAUSEWAY
 FX3099'CAME TO RIVER BANK, GO WEST ON CAUSEWAY 89 METERS TO THE
 FX3099'STATION.
 FX3099'
 FX3099'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3099'DISKS SET IN CONCRETE.
 FX3099'
 FX3099'REFERENCE MARK NO. 1 IS IN THE CAUSEWAY EAST OF THE STATION,
 FX3099'STAMPED FERRY 1934 NO 1.
 FX3099'
 FX3099'REFERENCE MARK NO. 2 IS IN THE MARSH NORTH OF THE STATION,
 FX3099'STAMPED FERRY 1934 NO 2.
 FX3099'
 FX3099'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 FX3099
 FX3099                          STATION RECOVERY (1940)
 FX3099
 FX3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JHB)
 FX3099'J.H. BRITTAIN OF NORFOLK PROCESSING OFFICE, NORFOLK, VA., IN
 FX3099'A LETTER OF MAY 17, 1940 STATES THAT A NEW STATION FERRY 2
 FX3099'(1940) WAS ESTABLISHED TO REPLACE STATION FERRY, WHICH IN THE
 FX3099'NEAR FUTURE WILL BE COVERED BY A FILL.  OLD STATION AND REFERENCE
 FX3099'MARKS WERE LEFT IN PLACE.
 FX3099
 FX3099                          STATION RECOVERY (1954)
 FX3099
 FX3099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FX3099'STATION IS COVERED OVER BY NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4925 ***********************************************************************
 GV4925  DESIGNATION -  FERRY
 GV4925  PID         -  GV4925
 GV4925  STATE/COUNTY-  VA/NEW KENT
 GV4925  USGS QUAD   -  NEW KENT (1978)
 GV4925
 GV4925                         *CURRENT SURVEY CONTROL
 GV4925  ___________________________________________________________________
 GV4925* NAD 83(1993)-  37 33 12.62060(N)    076 57 55.76603(W)     ADJUSTED  
 GV4925* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4925  ___________________________________________________________________
 GV4925  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 GV4925  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 GV4925
 GV4925  HORZ ORDER  -  THIRD
 GV4925
 GV4925.The horizontal coordinates were established by classical geodetic methods
 GV4925.and adjusted by the National Geodetic Survey in November 1994..
 GV4925
 GV4925.The orthometric height was scaled from a topographic map.
 GV4925
 GV4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4925
 GV4925.The geoid height was determined by GEOID03.
 GV4925
 GV4925;                    North         East     Units Scale Factor Converg.
 GV4925;SPC VA S     - 1,136,511.341 3,635,580.137   MT  0.99995065   +0 55 52.8
 GV4925;SPC VA S     - 3,728,704.29 11,927,732.50   sFT  0.99995065   +0 55 52.8
 GV4925;UTM  18      - 4,158,092.854   326,385.346   MT  0.99997129   -1 11 53.8
 GV4925
 GV4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4925!SPC VA S     -   1.00000542  x   0.99995065  =   0.99995607
 GV4925!UTM  18      -   1.00000542  x   0.99997129  =   0.99997671
 GV4925
 GV4925:                Primary Azimuth Mark                     Grid Az
 GV4925:SPC VA S     -  CHUTE                                    041 20 36.2
 GV4925:UTM  18      -  CHUTE                                    043 28 22.8
 GV4925
 GV4925|---------------------------------------------------------------------|
 GV4925| PID    Reference Object                     Distance      Geod. Az  |
 GV4925|                                                           dddmmss.s |
 GV4925| GV4913 CHUTE                               APPROX. 0.6 KM 0421629.0 |
 GV4925| DC9407 FERRY RM 1                           12.177 METERS 26254     |
 GV4925| DC9408 FERRY RM 2                           15.363 METERS 29739     |
 GV4925| DC9409 FERRY RM 3                            8.535 METERS 32730     |
 GV4925| DC9410 FERRY RM 4                            9.606 METERS 35203     |
 GV4925|---------------------------------------------------------------------|
 GV4925
 GV4925                          SUPERSEDED SURVEY CONTROL
 GV4925
 GV4925  NAD 83(1986)-  37 33 12.62188(N)    076 57 55.78165(W) AD(       ) 3
 GV4925  NAD 27      -  37 33 12.09800(N)    076 57 56.89600(W) AD(       ) 3
 GV4925
 GV4925.Superseded values are not recommended for survey control.
 GV4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4925.See file dsdata.txt to determine how the superseded data were derived.
 GV4925
 GV4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2638558093(NAD 83)
 GV4925_MARKER: N = NAIL
 GV4925_SETTING: 0 = UNSPECIFIED SETTING
 GV4925
 GV4925  HISTORY     - Date     Condition        Report By
 GV4925  HISTORY     - 1912     MONUMENTED       CGS
 GV4925  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4925  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4925  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4925
 GV4925                          STATION DESCRIPTION
 GV4925
 GV4925'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4925'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, ONE
 GV4925'MILE ABOVE CUMBERLAND, 80 METERS BELOW LOWER SIDE OF MOUTH
 GV4925'OF THOROUGHFARE, ALL OF THIS POINT WAS FORMERLY CALLED FERRY
 GV4925'LANDING, AND IS SO KNOWN NOW, BUT FORMERLY THERE WERE BUILDINGS
 GV4925'HERE, 8 METERS OUTSIDE OF HIGH-WATER LINE AND ABOUT AT LOW-WATER
 GV4925'LINE, ON HARD SANDY BOTTOM.
 GV4925'
 GV4925'STATION IS MARKED BY NAIL IN 2-INCH BY 3-INCH HARD PINE
 GV4925'STAKE.
 GV4925'
 GV4925'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT ON A 10-INCH
 GV4925'FOXTAIL PINE TREE AT HIGH-WATER LINE, DISTANT 12.177 METERS
 GV4925'ON A LINE 220 DEG 37 MIN 40 SEC TO RIGHT OF LINE TO STATION
 GV4925'CHUTE.
 GV4925'
 GV4925'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4925'WITH THE REGULATION BRASS PLATE REINFORCED IN TOP, STANDING
 GV4925'1 INCH ABOVE THE SURFACE, 2 METERS BACK FROM TOP EDGE OF
 GV4925'BANK, DISTANT 15.363 METERS ON LINE 225 DEG 22 MIN 25 SEC TO
 GV4925'RIGHT OF LINE TO STATION CHUTE.  DISTANCES MEASURED ON AN
 GV4925'8.5 FOOT SLOPE.
 GV4925'
 GV4925'REFERENCE MARK NO. 3 IS A NAIL IN TRIANGLE CUT ON A 5-INCH
 GV4925'MAPLE AT HIGH-WATER LINE, DISTANT 8.535 METERS ON LINE 285 DEG
 GV4925'13 MIN 02 SEC. TO RIGHT OF LINE TO STATION CHUTE.
 GV4925'
 GV4925'REFERENCE MARK NO. 4 IS SPIKE IN TRIANGLE CUT ON TREE AT
 GV4925'HIGH-WATER LINE, DISTANT 9.606 METERS ON LINE 309 DEG 46 MIN
 GV4925'20 SEC TO RIGHT OF LINE TO STATION CHUTE.
 GV4925
 GV4925                          STATION RECOVERY (2000)
 GV4925
 GV4925'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4925'MARK NOT FOUND.
 GV4925
 GV4925                          STATION RECOVERY (2001)
 GV4925
 GV4925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4925'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4925
 GV4925                          STATION RECOVERY (2005)
 GV4925
 GV4925'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5028 ***********************************************************************
 GV5028  DESIGNATION -  FERRY
 GV5028  PID         -  GV5028
 GV5028  STATE/COUNTY-  VA/KING WILLIAM
 GV5028  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5028
 GV5028                         *CURRENT SURVEY CONTROL
 GV5028  ___________________________________________________________________
 GV5028* NAD 83(1993)-  37 41 48.30216(N)    076 58 21.81490(W)     ADJUSTED  
 GV5028* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV5028  ___________________________________________________________________
 GV5028  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 GV5028  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GV5028
 GV5028  HORZ ORDER  -  THIRD
 GV5028
 GV5028.The horizontal coordinates were established by classical geodetic methods
 GV5028.and adjusted by the National Geodetic Survey in November 1994..
 GV5028
 GV5028.The orthometric height was scaled from a topographic map.
 GV5028
 GV5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5028
 GV5028.The geoid height was determined by GEOID03.
 GV5028
 GV5028;                    North         East     Units Scale Factor Converg.
 GV5028;SPC VA S     - 1,152,396.852 3,634,683.692   MT  0.99996187   +0 55 37.0
 GV5028;SPC VA S     - 3,780,822.01 11,924,791.41   sFT  0.99996187   +0 55 37.0
 GV5028;UTM  18      - 4,174,000.973   326,080.366   MT  0.99997258   -1 12 23.7
 GV5028
 GV5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5028!SPC VA S     -   1.00000506  x   0.99996187  =   0.99996693
 GV5028!UTM  18      -   1.00000506  x   0.99997258  =   0.99997764
 GV5028
 GV5028:                Primary Azimuth Mark                     Grid Az
 GV5028:SPC VA S     -  CHIMNEY ABOVE STA YOU                    011 13 12.8
 GV5028:UTM  18      -  CHIMNEY ABOVE STA YOU                    013 21 13.5
 GV5028
 GV5028|---------------------------------------------------------------------|
 GV5028| PID    Reference Object                     Distance      Geod. Az  |
 GV5028|                                                           dddmmss.s |
 GV5028| GV5021 CHIMNEY ABOVE STA YOU               APPROX. 0.9 KM 0120849.8 |
 GV5028| GV5074 YOU                                 482.531 METERS 0353812.1 |
 GV5028| DC9407 FERRY RM 1                            4.712 METERS 08639     |
 GV5028| DC9408 FERRY RM 2                           23.688 METERS 17050     |
 GV5028| GV5033 HOCK                                APPROX. 1.0 KM 3394026.9 |
 GV5028|---------------------------------------------------------------------|
 GV5028
 GV5028                          SUPERSEDED SURVEY CONTROL
 GV5028
 GV5028  NAD 83(1986)-  37 41 48.30409(N)    076 58 21.83179(W) AD(       ) 3
 GV5028  NAD 27      -  37 41 47.78700(N)    076 58 22.94700(W) AD(       ) 3
 GV5028
 GV5028.Superseded values are not recommended for survey control.
 GV5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5028.See file dsdata.txt to determine how the superseded data were derived.
 GV5028
 GV5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2608074001(NAD 83)
 GV5028_MARKER: DS = TRIANGULATION STATION DISK
 GV5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5028
 GV5028  HISTORY     - Date     Condition        Report By
 GV5028  HISTORY     - 1912     MONUMENTED       CGS
 GV5028  HISTORY     - 1944     GOOD             CGS
 GV5028  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5028  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV5028
 GV5028                          STATION DESCRIPTION
 GV5028
 GV5028'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5028'STATION IS ON THE RIGHT BANK OF THE MATTAPONI RIVER DESCENDING,
 GV5028'ABOUT 3/4 MILE FROM (BELOW) RICKHOCK ON A VERY PROMINENT POINT
 GV5028'OF BANK, ON LAND OF TOD HARRIS, JR., 7 FEET BELOW THE E LINE OF
 GV5028'HIS HOME AND 5 METERS BACK FROM LEFT OF BANK, IN EDGE OF GARDEN.
 GV5028'
 GV5028'SURFACE MARK IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES SURMOUNTED
 GV5028'BY A BRASS PLATE BEARING LEGEND.
 GV5028'
 GV5028'SUBSURFACE MARK IS A BEER BOTTLE.
 GV5028'
 GV5028'REFERENCE MARK NO. 1 IS A NAIL IN TRIANGLE ON AN 8-INCH CEDAR
 GV5028'TREE, ON TOP EDGE OF BANK, DISTANT 4.712 METERS, 106 DEG 58 MIN
 GV5028'44 SEC TO RIGHT OF LINE TO STATION HOCK.
 GV5028'
 GV5028'REFERENCE MARK NO. 2 IS NAIL IN CENTER OF TRIANGLE CUT ON A
 GV5028'14-INCH BLACK WALNUT TREE AT TOP EDGE OF BANK, DISTANT 23.688
 GV5028'METERS, 191 DEG 09 MIN 45 SEC TO RIGHT OF LINE TO STATION HOCK.
 GV5028'
 GV5028'REFERENCE MARK NO. 3 IS NE CORNER OF NE BRICK PIER UNDER HOME
 GV5028'OF TOD HARRIS JR., DISTANT 18.000 METERS ON LINE, 267 DEG 49 MIN
 GV5028'32.5 SEC TO RIGHT OF LINE TO STATION RICK.
 GV5028'
 GV5028'REFERENCE MARK NO. 4 IS NW CORNER OF NW BRICK PIER UNDER SAME
 GV5028'HOUSE, DISTANT 20.118 METERS, 289 DEG 12 MIN 16.2 SEC TO RIGHT
 GV5028'OF LINE TO STATION HOCK.
 GV5028
 GV5028                          STATION RECOVERY (1944)
 GV5028
 GV5028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 GV5028'THE STATION IS LOCATED AT OLD FERRY LANDING, JUST ACROSS THE RIVER
 GV5028'FROM MANTUA, ABOUT 1.4 MILES NE, AIRLINE, FROM HORSE LANDING,
 GV5028'ON THE SW BANK OF THE MATTAPONI RIVER.  IT IS LOCATED ON A
 GV5028'PROMINENT BLUFF, 10.7 METERS NE OF CORNER OF HOUSE, 16.8 METERS
 GV5028'N OF CONCRETE WELL BASIN, 10.9 METERS WSW OF CONCRETE PUMPHOUSE,
 GV5028'AND 23.3 METERS E OF REAR CORNER OF SHED.
 GV5028'
 GV5028'STATION MARK IS A BRONZE DISK, UNSTAMPED, SET IN CONCRETE
 GV5028'FLUSH WITH THE GROUND.  IT IS IN GOOD CONDITION.
 GV5028'
 GV5028'REFERENCE MARKS 1, 2, 3, AND 4 HAVE BEEN DESTROYED.
 GV5028
 GV5028                          STATION RECOVERY (1999)
 GV5028
 GV5028'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5028'MARK NOT FOUND.
 GV5028
 GV5028                          STATION RECOVERY (2003)
 GV5028
 GV5028'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3100 ***********************************************************************
 FX3100  DESIGNATION -  FERRY 2 1940
 FX3100  PID         -  FX3100
 FX3100  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3100  USGS QUAD   -  CREEDS (1986)
 FX3100
 FX3100                         *CURRENT SURVEY CONTROL
 FX3100  ___________________________________________________________________
 FX3100* NAD 83(1993)-  36 36 58.31992(N)    076 03 02.88712(W)     ADJUSTED  
 FX3100* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3100  ___________________________________________________________________
 FX3100  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FX3100  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FX3100
 FX3100  HORZ ORDER  -  THIRD
 FX3100
 FX3100.The horizontal coordinates were established by classical geodetic methods
 FX3100.and adjusted by the National Geodetic Survey in September 1995..
 FX3100.No horizontal observational check was made to the station.
 FX3100
 FX3100.The orthometric height was scaled from a topographic map.
 FX3100
 FX3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3100
 FX3100.The geoid height was determined by GEOID03.
 FX3100
 FX3100;                    North         East     Units Scale Factor Converg.
 FX3100;SPC VA S     - 1,034,233.256 3,719,080.181   MT  1.00003072   +1 29 11.3
 FX3100;SPC VA S     - 3,393,146.94 12,201,682.23   sFT  1.00003072   +1 29 11.3
 FX3100;SPC NC       -   321,899.728   873,430.261   MT  1.00015654   +1 42 07.9
 FX3100;SPC NC       - 1,056,099.36  2,865,579.11   sFT  1.00015654   +1 42 07.9
 FX3100;UTM  18      - 4,052,811.537   406,034.421   MT  0.99970878   -0 37 36.5
 FX3100
 FX3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3100!SPC VA S     -   1.00000583  x   1.00003072  =   1.00003655
 FX3100!SPC NC       -   1.00000583  x   1.00015654  =   1.00016237
 FX3100!UTM  18      -   1.00000583  x   0.99970878  =   0.99971461
 FX3100
 FX3100                          SUPERSEDED SURVEY CONTROL
 FX3100
 FX3100  NAD 83(1986)-  36 36 58.32976(N)    076 03 02.91715(W) AD(       ) 3
 FX3100  NAD 27      -  36 36 57.78300(N)    076 03 04.16300(W) AD(       ) 3
 FX3100
 FX3100.Superseded values are not recommended for survey control.
 FX3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3100.See file dsdata.txt to determine how the superseded data were derived.
 FX3100
 FX3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0603452812(NAD 83)
 FX3100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3100_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FX3100_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3100
 FX3100  HISTORY     - Date     Condition        Report By
 FX3100  HISTORY     - 1940     MONUMENTED       CGS
 FX3100
 FX3100                          STATION DESCRIPTION
 FX3100
 FX3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JHB)
 FX3100'ON THE WEST BANK OF NORTH LANDING RIVER, ON THE NORTH SIDE OF
 FX3100'OLD ABANDONED CAUSEWAY THAT IS BEING REPLACED BY STATE HIGHWAY
 FX3100'608.  STATION WAS SET TO REPLACE FERRY (1934), WHICH WILL BE
 FX3100'COVERED BY A FILL.  IT IS SET ABOUT 90 METERS WEST OF THE
 FX3100'WEST BANK OF THE RIVER, ON LINE WITH FERRY (1934) AND REFERENCE
 FX3100'MARK NO. 2, (1934) 26.92 (88.32 FEET) METERS FROM FERRY
 FX3100'(1934), 16.10 METERS (52.82 FEET) FROM REFERENCE MARK NO. 2
 FX3100'(1934) AND WILL BE APPROXIMATELY 28 METERS NORTH OF THE
 FX3100'CENTER LINE OF THE NEW HIGHWAY.  STATION MARK WAS SET IN THE
 FX3100'TOP OF TERRA COTTA PIPE, SET WITH BELL END DOWN IN THE MARSH,
 FX3100'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  NO UNDERGROUND MARK
 FX3100'WAS SET.
 FX3100'
 FX3100'REFERENCE MARK NO. 3 (1940) EAST OF THE STATION, WAS SET
 FX3100'THE SAME WAY AS THE STATION MARK.  (SEE SKETCH FERRY FOR
 FX3100'DETAILS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0298 ***********************************************************************
 FW0298  DESIGNATION -  FERRY AZ MK
 FW0298  PID         -  FW0298
 FW0298  STATE/COUNTY-  VA/NORTHAMPTON
 FW0298  USGS QUAD   -  TOWNSEND (1989)
 FW0298
 FW0298                         *CURRENT SURVEY CONTROL
 FW0298  ___________________________________________________________________
 FW0298* NAD 83(1986)-  37 10 26.     (N)    075 58 25.     (W)     SCALED    
 FW0298* NAVD 88     -         8.977  (meters)      29.45   (feet)  ADJUSTED  
 FW0298  ___________________________________________________________________
 FW0298  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FW0298  DYNAMIC HT  -           8.970 (meters)      29.43  (feet)  COMP
 FW0298  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 FW0298
 FW0298  VERT ORDER  -  FIRST     CLASS I
 FW0298
 FW0298.The horizontal coordinates were scaled from a topographic map and have
 FW0298.an estimated accuracy of +/- 6 seconds.
 FW0298
 FW0298.The orthometric height was determined by differential leveling
 FW0298.and adjusted by the National Geodetic Survey in June 1991..
 FW0298
 FW0298.The geoid height was determined by GEOID03.
 FW0298
 FW0298.The dynamic height is computed by dividing the NAVD 88
 FW0298.geopotential number by the normal gravity value computed on the
 FW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0298.degrees latitude (g = 980.6199 gals.).
 FW0298
 FW0298.The modeled gravity was interpolated from observed gravity values.
 FW0298
 FW0298;                    North         East    Units  Estimated Accuracy
 FW0298;SPC VA S     - 1,096,280.    3,724,330.      MT  (+/- 180 meters Scaled)
 FW0298
 FW0298                          SUPERSEDED SURVEY CONTROL
 FW0298
 FW0298  NGVD 29 (??/??/??)    9.226  (m)           30.27   (f) ADJUSTED    1 1
 FW0298
 FW0298.Superseded values are not recommended for survey control.
 FW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0298.See file dsdata.txt to determine how the superseded data were derived.
 FW0298
 FW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG135146(NAD 83)
 FW0298_MARKER: DZ = AZIMUTH MARK DISK
 FW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0298_STAMPING: FERRY 1959
 FW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0298+STABILITY: SURFACE MOTION
 FW0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0298+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 FW0298
 FW0298  HISTORY     - Date     Condition        Report By
 FW0298  HISTORY     - 1959     MONUMENTED       CGS
 FW0298  HISTORY     - 1972     GOOD             NGS
 FW0298  HISTORY     - 20010505 GOOD             USPSQD
 FW0298
 FW0298                          STATION DESCRIPTION
 FW0298
 FW0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0298'1.4 MI SW FROM TOWNSEND.
 FW0298'ABOUT 1.0 MILE SOUTH ALONG STATE ROAD 600 FROM THE POST OFFICE
 FW0298'AT TOWNSEND, THENCE 0.45 MILE WEST ALONG STATE ROAD 645 AND 703,
 FW0298'0.05 MILE WEST OF THE JUNCTION OF STATE ROADS 645 AND 703, 295
 FW0298'FEET EAST OF THE CENTER LINE OF THE EAST LANE OF U.S. HIGHWAY 13,
 FW0298'96 FEET SOUTHEAST OF AND ACROSS THE STATE ROADS FROM THE SOUTHEAST
 FW0298'CORNER OF AN ABANDONED SERVICE STATION BUILDING, 18 1/2 FEET
 FW0298'SOUTH OF THE CENTER LINE OF THE STATE ROAD, 223 FEET EAST OF
 FW0298'BENCH MARK X 313 1952 DESCRIBED, 2.4 FEET EAST OF A METAL
 FW0298'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FW0298'A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 FW0298
 FW0298                          STATION RECOVERY (2001)
 FW0298
 FW0298'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 FW0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4467 ***********************************************************************
 GV4467  DESIGNATION -  FERRY POINT 2
 GV4467  PID         -  GV4467
 GV4467  STATE/COUNTY-  VA/YORK
 GV4467  USGS QUAD   -  WILLIAMSBURG (1984)
 GV4467
 GV4467                         *CURRENT SURVEY CONTROL
 GV4467  ___________________________________________________________________
 GV4467* NAD 83(1993)-  37 22 01.89718(N)    076 39 39.58333(W)     ADJUSTED  
 GV4467* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV4467  ___________________________________________________________________
 GV4467  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 GV4467  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 GV4467
 GV4467  HORZ ORDER  -  THIRD
 GV4467
 GV4467.The horizontal coordinates were established by classical geodetic methods
 GV4467.and adjusted by the National Geodetic Survey in September 1995..
 GV4467
 GV4467.The orthometric height was scaled from a topographic map.
 GV4467
 GV4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4467
 GV4467.The geoid height was determined by GEOID03.
 GV4467
 GV4467;                    North         East     Units Scale Factor Converg.
 GV4467;SPC VA S     - 1,116,318.965 3,662,883.170   MT  0.99994540   +1 06 58.1
 GV4467;SPC VA S     - 3,662,456.47 12,017,309.20   sFT  0.99994540   +1 06 58.1
 GV4467;UTM  18      - 4,136,901.736   352,919.393   MT  0.99986648   -1 00 29.8
 GV4467
 GV4467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4467!SPC VA S     -   1.00000542  x   0.99994540  =   0.99995082
 GV4467!UTM  18      -   1.00000542  x   0.99986648  =   0.99987190
 GV4467
 GV4467:                Primary Azimuth Mark                     Grid Az
 GV4467:SPC VA S     -  WATCH BOX                                002 21 00.9
 GV4467:UTM  18      -  WATCH BOX                                004 28 28.8
 GV4467
 GV4467|---------------------------------------------------------------------|
 GV4467| PID    Reference Object                     Distance      Geod. Az  |
 GV4467|                                                           dddmmss.s |
 GV4467| GV4514 WATCH BOX                           APPROX. 3.6 KM 0032759.0 |
 GV4467| GV4491 ALMONDSVILLE POST LIGHT             APPROX. 2.6 KM 0064909.8 |
 GV4467| GV4474 WATCH HOUSE NEW ABOVE WALLER        APPROX. 5.6 KM 1534226.0 |
 GV4467| GV4510 SCIM                                APPROX. 3.4 KM 3201951.8 |
 GV4467| GV4502 RED BEACON 4                        APPROX. 6.4 KM 3361024.6 |
 GV4467| DC9412 FERRY POINT 2 RM 1                   16.974 METERS 33645     |
 GV4467| DC9413 FERRY POINT 2 RM 2                   28.855 METERS 34411     |
 GV4467| GV4493 BARREN PT WATCH BOX CEN SM HSE      APPROX. 4.9 KM 3491927.3 |
 GV4467|---------------------------------------------------------------------|
 GV4467
 GV4467                          SUPERSEDED SURVEY CONTROL
 GV4467
 GV4467  NAD 83(1993)-  37 22 01.89814(N)    076 39 39.58778(W) AD(       ) 3
 GV4467  NAD 83(1986)-  37 22 01.90102(N)    076 39 39.60556(W) AD(       ) 3
 GV4467  NAD 27      -  37 22 01.38300(N)    076 39 40.76600(W) AD(       ) 3
 GV4467
 GV4467.Superseded values are not recommended for survey control.
 GV4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4467.See file dsdata.txt to determine how the superseded data were derived.
 GV4467
 GV4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5291936902(NAD 83)
 GV4467_MARKER: I = METAL ROD
 GV4467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4467
 GV4467  HISTORY     - Date     Condition        Report By
 GV4467  HISTORY     - 1911     MONUMENTED       CGS
 GV4467  HISTORY     - 1932     GOOD             VACF
 GV4467  HISTORY     - 1944     GOOD             CGS
 GV4467  HISTORY     - 1951     GOOD             CGS
 GV4467
 GV4467                          STATION DESCRIPTION
 GV4467
 GV4467'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4467'THIS STATION IS ON RATHER LOW BEACH ON FERRY POINT, 30 METERS
 GV4467'BELOW RUINS OF OLD WHARF HOUSE, 6 METERS BACK FROM EDGE OF
 GV4467'BRUSH AND 11 METERS BACK FROM HIGH WATER JUST E OF WHERE
 GV4467'A LONG PRONG OF BRUSH CUTS BACK INTO WET MEADOW, ON ABOUT
 GV4467'THE ONLY HARD SPOT OF GROUND, AND 2 FEET ABOVE HIGH WATER.
 GV4467'THE E GABLE OF OLD HOUSE 1/4 MILE DISTANT BEARS 325 DEG
 GV4467'21 MIN 10 SEC TO RIGHT OF STATION SCIM.
 GV4467'
 GV4467'STATION IS MARKED BY A CEMENT BLOCK 24 BY 8 BY 8 INCHES,
 GV4467'POINT BEING CENTER OF IRON ROD IN CENTER OF TRIANGLE CAST
 GV4467'ON TOP STANDING 1 INCH ABOVE SURFACE OF GROUND.
 GV4467'
 GV4467'REFERENCE MARK NO. 1 IS CEMENT BLOCK IN ALL RESPECTS SIMILAR
 GV4467'TO STATION MARK BUT TOP IS PLAIN THE END OF ROD SHOWING AT
 GV4467'SURFACE, DISTANT 16.974 METERS ON LINE 16 DEG 24 MIN 50 SEC
 GV4467'TO RIGHT OF LINE TO STATION SCIM.
 GV4467'
 GV4467'REFERENCE MARK NO. 2 IS THE CENTER BETWEEN THREE 8-PENNY
 GV4467'NAILS DRIVEN INTO THE NEAR ONE OF TWO OLD PILES.  MARKED ALSO
 GV4467'BY A TRIANGLE SURROUNDING THE NAILS ON LINE 23 DEG 51 MIN
 GV4467'33 SEC TO RIGHT OF STATION SCIM.  SUBSURFACE MARK IS NOZZLE
 GV4467'OF 4 OUNCE YELLOW BOTTLE.
 GV4467
 GV4467                          STATION RECOVERY (1932)
 GV4467
 GV4467'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4467'IN HEAVY GROWTH OF SALT WATER BUSHES, DID NOT LOOK FOR REFERENCE
 GV4467'MARK NO. 1 AS THAT WOULD HAVE REQUIRED A LOT OF CLEARING.
 GV4467'REFERENCE MARK NO. 2 STILL STANDING.
 GV4467
 GV4467                          STATION RECOVERY (1944)
 GV4467
 GV4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4467'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV4467'
 GV4467'REFERENCE MARK 1 HAS APPARENTLY BEEN COVERED BY MARSH DUG
 GV4467'FROM DITCHES IN THE LOCALITY.  SPOIL PILES ARE DEEP AT THIS
 GV4467'POINT.  BRUSH IS VERY THICK AND CONSIDERABLE CLEARING AND
 GV4467'DIGGING WILL BE NECESSARY TO RECOVER THIS REFERENCE MARK.
 GV4467'
 GV4467'REFERENCE MARK 2 IS STANDING.
 GV4467
 GV4467                          STATION RECOVERY (1951)
 GV4467
 GV4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4467'STATION RECOVERED IN GOOD CONDITION.  OLD TOWER OVER STATION
 GV4467'IS STILL STANDING.  DESCRIPTION ADEQUATE WITH THE FOLLOWING
 GV4467'EXCEPTION--
 GV4467'
 GV4467'RUINS OF OLD WHARF HOUSE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4935 ***********************************************************************
 HV4935  DESIGNATION -  FERRY POINT RESET
 HV4935  PID         -  HV4935
 HV4935  STATE/COUNTY-  VA/FAIRFAX
 HV4935  USGS QUAD   -  MOUNT VERNON (1983)
 HV4935
 HV4935                         *CURRENT SURVEY CONTROL
 HV4935  ___________________________________________________________________
 HV4935* NAD 83(1993)-  38 41 50.15669(N)    077 06 17.22996(W)     ADJUSTED  
 HV4935* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4935  ___________________________________________________________________
 HV4935  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HV4935  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HV4935
 HV4935  HORZ ORDER  -  THIRD
 HV4935
 HV4935.The horizontal coordinates were established by classical geodetic methods
 HV4935.and adjusted by the National Geodetic Survey in November 1994..
 HV4935
 HV4935.The orthometric height was scaled from a topographic map.
 HV4935
 HV4935.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4935
 HV4935.The geoid height was determined by GEOID03.
 HV4935
 HV4935;                    North         East     Units Scale Factor Converg.
 HV4935;SPC VA N     - 2,115,317.598 3,621,364.880   MT  0.99994935   +0 52 14.8
 HV4935;SPC VA N     - 6,940,004.49 11,881,094.61   sFT  0.99994935   +0 52 14.8
 HV4935;SPC MD       -   114,405.767   390,884.618   MT  0.99995468   -0 03 56.8
 HV4935;SPC MD       -   375,346.25  1,282,427.28   sFT  0.99995468   -0 03 56.8
 HV4935;UTM  18      - 4,285,285.201   316,959.702   MT  1.00001259   -1 18 58.6
 HV4935
 HV4935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4935!SPC VA N     -   1.00000496  x   0.99994935  =   0.99995431
 HV4935!SPC MD       -   1.00000496  x   0.99995468  =   0.99995964
 HV4935!UTM  18      -   1.00000496  x   1.00001259  =   1.00001755
 HV4935
 HV4935|---------------------------------------------------------------------|
 HV4935| PID    Reference Object                     Distance      Geod. Az  |
 HV4935|                                                           dddmmss.s |
 HV4935| DC6274 FERRY POINT RM 2                     26.865 METERS 02311     |
 HV4935| HV4952 BRYAN PT FLAGPOLE                   APPROX. 3.1 KM 0953549.0 |
 HV4935| HV4953 BRYAN PT VANE ON WHITE HOUSE        APPROX. 3.1 KM 0953601.1 |
 HV4935| HV4969 RANGE POST N OF MARSHALL DOCK       APPROX. 1.3 KM 1514419.7 |
 HV4935| HV4943 MARSHALL HALL LIGHT                 APPROX. 1.3 KM 1712457.8 |
 HV4935| HV4967 USE HYDRO SIG S MARSHALL HALL       APPROX. 1.8 KM 1840247.4 |
 HV4935| HV4914 DOGUE CR CONCRETE SEWER POST        APPROX. 1.8 KM 2353446.5 |
 HV4935| HV4934 BOUNDARY MONUMENT 54                  3.245 METERS 25202     |
 HV4935| HV5025 FORT BELVOIR BLDG 704 TANK          APPROX. 3.2 KM 2614940.2 |
 HV4935| DC6273 FERRY POINT RM 1                                   29319     |
 HV4935|---------------------------------------------------------------------|
 HV4935
 HV4935                          SUPERSEDED SURVEY CONTROL
 HV4935
 HV4935  NAD 83(1993)-  38 41 50.15467(N)    077 06 17.23294(W) AD(       ) 3
 HV4935  NAD 83(1986)-  38 41 50.15525(N)    077 06 17.24567(W) AD(       ) 3
 HV4935  NAD 27      -  38 41 49.73500(N)    077 06 18.32600(W) AD(       ) 3
 HV4935
 HV4935.Superseded values are not recommended for survey control.
 HV4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4935.See file dsdata.txt to determine how the superseded data were derived.
 HV4935
 HV4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1696085285(NAD 83)
 HV4935
 HV4935  HISTORY     - Date     Condition        Report By
 HV4935  HISTORY     - 1928     MONUMENTED       CGS
 HV4935  HISTORY     - 1924     SEE DESCRIPTION  CGS
 HV4935  HISTORY     - 1928     SEE DESCRIPTION  CGS
 HV4935  HISTORY     - 1929     GOOD             CGS
 HV4935  HISTORY     - 1938     GOOD             CGS
 HV4935  HISTORY     - 1956     GOOD             AMS
 HV4935  HISTORY     - 1959     GOOD             CGS
 HV4935  HISTORY     - 1972     GOOD             NGS
 HV4935  HISTORY     - 19910101 MARK NOT FOUND   MDDNR
 HV4935
 HV4935                          STATION DESCRIPTION
 HV4935
 HV4935'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 HV4935'STATION IS ON WESTERN SIDE OF POTOMAC RIVER, OPPOSITE MARSHALL
 HV4935'POINT, 8 INCHES BACK FROM EDGE OF BLUFF 25 FEET HIGH, 181 FEET
 HV4935'SW FROM NEAR CORNER OF BARN ABOVE STATION, 241 FEET S OF NEAR
 HV4935'CORNER OF BRICK SHED, 4,300 FEET NW FROM FOOT OF MARSHALL HALL
 HV4935'WHARF, AND 5,500 FEET SW FROM MOUNT VERNON WHARF.  MARKED BY
 HV4935'3-INCH TERRA-COTTA PIPE SET IN CEMENT, FLANGE END DOWN, TOP
 HV4935'FLUSH WITH SURFACE.
 HV4935
 HV4935                          STATION RECOVERY (1928)
 HV4935
 HV4935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4935'STATION RECOVERED AS DESCRIBED.  TILE PIPE WAS FOUND BROKEN AT
 HV4935'SURFACE AND CEMENT WORN FROM TOP OF PIPE.  IMPACTED DIRT WAS
 HV4935'CLEANED FROM PIPE AND PIPE FILLED WITH NEAT CEMENT, AN OUTSIDE
 HV4935'LAYER OF CEMENT ABOUT 12 INCHES IN DIAMETER PLACED AROUND PIPE.
 HV4935'A STANDARD DISK STATION MARK WAS PLACED EXACTLY IN CENTER OF PIPE
 HV4935'SO THAT OLD STATION WAS RE-MARKED.  STAMPED FERRY 1928.  THE
 HV4935'STATION IS SEVERAL FEET BACK FROM THE EDGE OF BLUFF AND NOT 8
 HV4935'INCHES AS DESCRIBED ORIGINALLY.
 HV4935'
 HV4935'TWO REFERENCE MARKS WERE ESTABLISHED, ONE TO THE N AND THE OTHER
 HV4935'TO THE W OF STATION.  THEY ARE STANDARD DISK REFERENCE MARKS
 HV4935'SET IN TOP SURFACE OF BLOCKS OF CONCRETE 2 FEET SQUARE AT BASE,
 HV4935'1 FOOT SQUARE ON TOP AND 2-1/2 FEET DEEP, PROJECTING ABOUT 6
 HV4935'INCHES ABOVE SURFACE.  STAMPED RESPECTIVELY FERRY NO. 1, 1928, AND
 HV4935'FERRY NO. 2, 1928.
 HV4935
 HV4935                          STATION RECOVERY (1929)
 HV4935
 HV4935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV4935'THE STATION WAS RECOVERED ACCORDING TO THE RECOVERY NOTE OF
 HV4935'CHARLES PIERCE, 1928.  BOUNDARY MONUMENT NO. 54 WAS ESTABLISHED
 HV4935'3.245 METERS FROM THE STATION S 55 DEG W.
 HV4935
 HV4935                          STATION RECOVERY (1938)
 HV4935
 HV4935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4935'STATION MARK AND NEARBY BOUNDARY MONUMENT NO. 54 RECOVERED.
 HV4935'REFERENCE MARKS NOT SEARCHED FOR.
 HV4935
 HV4935                          STATION RECOVERY (1956)
 HV4935
 HV4935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV4935'STATION RECOVERED IN GOOD CONDITION.
 HV4935
 HV4935                          STATION RECOVERY (1959)
 HV4935
 HV4935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV4935'STATION, R.M. NO 2 AND BOUNDARY MONUMENT NO. 54 RECOVERED AS
 HV4935'DESCRIBED BY C.P. IN 1928 AND E.B.L. IN 1929, RESPECTIVELY.
 HV4935'R.M. NO 1 DESTROYED.  TOP PORTION OF MONUMENT AND DISC HAS BEEN
 HV4935'BROKEN OFF DURING CLEARING OPERATIONS IN THE VICINITY.  ALL OTHER
 HV4935'MARKS ARE IN GOOD CONDITION.  R.M. 2 IS NOW FLUSH WITH THE GRASS
 HV4935'THAT COVERS THE ENTIRE AREA.
 HV4935
 HV4935                          STATION RECOVERY (1972)
 HV4935
 HV4935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV4935'STATION AND RM 1 RECOVERED AS DESCRIBED IN 1959.  RM 2 DISK IS IN
 HV4935'POOR CONDITION, PART OF IT HAVING BEEN BROKEN OFF, THO ITS POSITION
 HV4935'IS EVIDENTLY UNCHANGED.
 HV4935
 HV4935                          STATION RECOVERY (1991)
 HV4935
 HV4935'RECOVERY NOTE BY MD DEPT OF NAT RES 1991
 HV4935'STATION RECOVERED DESTROYED.  THE REMAINS OF THE CONCRETE THAT
 HV4935'SURROUNDED THE TILE PIPE WERE RECOVERED 3.25M 083 M (272.3 FT) FROM
 HV4935'BOUNDARY MONUMENT 54.  THE TOP OF THE BLUFF HAS ERODED 50 CM BEHIND
 HV4935'WERE THE PIECES OF CONCRETE WERE FOUND.  FROM 1-25.  RECOVERED BY L
 HV4935'WRIGHT ENG DIV 303MARINE ACADEMY DR.  STEVENSVILLE MD 21666
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0300 ***********************************************************************
 FW0300  DESIGNATION -  FERRY RM 1
 FW0300  PID         -  FW0300
 FW0300  STATE/COUNTY-  VA/NORTHAMPTON
 FW0300  USGS QUAD   -  TOWNSEND (1989)
 FW0300
 FW0300                         *CURRENT SURVEY CONTROL
 FW0300  ___________________________________________________________________
 FW0300* NAD 83(1986)-  37 10 16.     (N)    075 58 47.     (W)     SCALED    
 FW0300* NAVD 88     -        11.028  (meters)      36.18   (feet)  ADJUSTED  
 FW0300  ___________________________________________________________________
 FW0300  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 FW0300  DYNAMIC HT  -          11.020 (meters)      36.15  (feet)  COMP
 FW0300  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 FW0300
 FW0300  VERT ORDER  -  FIRST     CLASS I
 FW0300
 FW0300.The horizontal coordinates were scaled from a topographic map and have
 FW0300.an estimated accuracy of +/- 6 seconds.
 FW0300
 FW0300.The orthometric height was determined by differential leveling
 FW0300.and adjusted by the National Geodetic Survey in June 1991..
 FW0300.WARNING-Repeat measurements at this control monument indicate possible
 FW0300.vertical movement.
 FW0300
 FW0300.The geoid height was determined by GEOID03.
 FW0300
 FW0300.The dynamic height is computed by dividing the NAVD 88
 FW0300.geopotential number by the normal gravity value computed on the
 FW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0300.degrees latitude (g = 980.6199 gals.).
 FW0300
 FW0300.The modeled gravity was interpolated from observed gravity values.
 FW0300
 FW0300;                    North         East    Units  Estimated Accuracy
 FW0300;SPC VA S     - 1,095,960.    3,723,790.      MT  (+/- 180 meters Scaled)
 FW0300
 FW0300                          SUPERSEDED SURVEY CONTROL
 FW0300
 FW0300  NGVD 29 (??/??/??)   11.277  (m)           37.00   (f) ADJUSTED    1 1
 FW0300
 FW0300.Superseded values are not recommended for survey control.
 FW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0300.See file dsdata.txt to determine how the superseded data were derived.
 FW0300
 FW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG130143(NAD 83)
 FW0300_MARKER: DR = REFERENCE MARK DISK
 FW0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0300_STAMPING: FERRY NO 1 1959
 FW0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0300+STABILITY: SURFACE MOTION
 FW0300
 FW0300  HISTORY     - Date     Condition        Report By
 FW0300  HISTORY     - 1959     MONUMENTED       CGS
 FW0300  HISTORY     - 1972     GOOD             NGS
 FW0300
 FW0300                          STATION DESCRIPTION
 FW0300
 FW0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0300'1.8 MI SW FROM TOWNSEND.
 FW0300'ABOUT 1.0 MILE SOUTH ALONG STATE ROAD 600 FROM THE POST OFFICE
 FW0300'AT TOWNSEND, THENCE 0.5 MILE WEST ALONG STATE ROADS 645 AND 703,
 FW0300'THENCE 0.35 MILE SOUTHWEST ALONG OLD U.S. HIGHWAY 13, 132 FEET
 FW0300'NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 107 FEET
 FW0300'NORTHEAST OF THE STATION MARK DESCRIBED, 47 FEET NORTHEAST OF A
 FW0300'GRAVELED AREA LOCATED BETWEEN TWO 6-FOOT HIGH SANDY BANKS, 1 FOOT
 FW0300'SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 FW0300'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  NOTE--
 FW0300'POST IS CHIPPED AROUND THE EDGES BUT SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0760 ***********************************************************************
 GV0760  TIDAL BM    -  This is a Tidal Bench Mark.
 GV0760  DESIGNATION -  FERRY RM 1
 GV0760  PID         -  GV0760
 GV0760  STATE/COUNTY-  VA/SURRY
 GV0760  USGS QUAD   -  SURRY (1983)
 GV0760
 GV0760                         *CURRENT SURVEY CONTROL
 GV0760  ___________________________________________________________________
 GV0760* NAD 83(1986)-  37 11 03.     (N)    076 47 08.     (W)     SCALED    
 GV0760* NAVD 88     -         1.362  (meters)       4.47   (feet)  POSTED    
 GV0760  ___________________________________________________________________
 GV0760  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 GV0760  DYNAMIC HT  -           1.360 (meters)       4.46  (feet)  COMP
 GV0760  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 GV0760
 GV0760  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV0760
 GV0760.The horizontal coordinates were scaled from a topographic map and have
 GV0760.an estimated accuracy of +/- 6 seconds.
 GV0760
 GV0760.The orthometric height was determined by differential leveling
 GV0760.and adjusted by the National Geodetic Survey in 1992..
 GV0760.No vertical observational check was made to the station.
 GV0760.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV0760.was located on a no-check spur therefore a value was not computed.
 GV0760
 GV0760.This Tidal Bench Mark is designated as VM 3448
 GV0760.by the Center for Operational Oceanographic Products and Services.
 GV0760
 GV0760.The geoid height was determined by GEOID03.
 GV0760
 GV0760.The dynamic height is computed by dividing the NAVD 88
 GV0760.geopotential number by the normal gravity value computed on the
 GV0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0760.degrees latitude (g = 980.6199 gals.).
 GV0760
 GV0760.The modeled gravity was interpolated from observed gravity values.
 GV0760
 GV0760;                    North         East    Units  Estimated Accuracy
 GV0760;SPC VA S     - 1,095,800.    3,652,220.      MT  (+/- 180 meters Scaled)
 GV0760
 GV0760                          SUPERSEDED SURVEY CONTROL
 GV0760
 GV0760  NGVD 29 (??/??/??)    1.757  (m)            5.76   (f) ADJUSTED    2 0
 GV0760
 GV0760.Superseded values are not recommended for survey control.
 GV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0760.See file dsdata.txt to determine how the superseded data were derived.
 GV0760
 GV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415167(NAD 83)
 GV0760_MARKER: DR = REFERENCE MARK DISK
 GV0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0760_STAMPING: FERRY NO 1 1938
 GV0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0760+STABILITY: SURFACE MOTION
 GV0760
 GV0760  HISTORY     - Date     Condition        Report By
 GV0760  HISTORY     - 1938     MONUMENTED       CGS
 GV0760  HISTORY     - 1960     GOOD             CGS
 GV0760  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 GV0760  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 GV0760
 GV0760                          STATION DESCRIPTION
 GV0760
 GV0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GV0760'4.3 MI NE FROM SURRY.
 GV0760'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM THE COURTHOUSE
 GV0760'AT SURRY, AT THE JAMESTOWN FERRY.  ABOUT 115 FEET SOUTH OF THE
 GV0760'SOUTHEAST CORNER OF THE WHARF LEADING TO THE FERRY, 97 FEET SOUTH
 GV0760'OF TRIANGULATION STATION FERRY, 17.5 FEET EAST OF CENTER LINE OF
 GV0760'HIGHWAY, 11 FEET WEST OF THE SOUTHWEST CORNER OF A LONG WHITE
 GV0760'HOTEL BUILDING, 2.3 FEET WEST OF A TELEPHONE POLE, SET IN THE TOP
 GV0760'OF A CONCRETE POST FLUSH WITH THE GROUND.
 GV0760
 GV0760                          STATION RECOVERY (1997)
 GV0760
 GV0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0760'MARK NOT FOUND.
 GV0760
 GV0760                          STATION RECOVERY (2002)
 GV0760
 GV0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4765 ***********************************************************************
 HV4765  DESIGNATION -  FERTILIZER
 HV4765  PID         -  HV4765
 HV4765  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4765  USGS QUAD   -  ALEXANDRIA (1994)
 HV4765
 HV4765                         *CURRENT SURVEY CONTROL
 HV4765  ___________________________________________________________________
 HV4765* NAD 83(1993)-  38 48 52.60594(N)    077 02 14.48029(W)     ADJUSTED  
 HV4765* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV4765  ___________________________________________________________________
 HV4765  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 HV4765  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HV4765
 HV4765  HORZ ORDER  -  SECOND
 HV4765
 HV4765.The horizontal coordinates were established by classical geodetic methods
 HV4765.and adjusted by the National Geodetic Survey in November 1994..
 HV4765
 HV4765.The orthometric height was scaled from a topographic map.
 HV4765
 HV4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4765
 HV4765.The geoid height was determined by GEOID03.
 HV4765
 HV4765;                    North         East     Units Scale Factor Converg.
 HV4765;SPC VA N     - 2,128,433.400 3,627,022.411   MT  0.99995429   +0 54 46.3
 HV4765;SPC VA N     - 6,983,035.25 11,899,656.03   sFT  0.99995429   +0 54 46.3
 HV4765;UTM  18      - 4,298,175.985   323,114.290   MT  0.99998530   -1 16 38.5
 HV4765
 HV4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4765!SPC VA N     -   1.00000493  x   0.99995429  =   0.99995922
 HV4765!UTM  18      -   1.00000493  x   0.99998530  =   0.99999023
 HV4765
 HV4765:                Primary Azimuth Mark                     Grid Az
 HV4765:SPC VA N     -  BELLEVUE BLACK TANK                      049 49 34.1
 HV4765:UTM  18      -  BELLEVUE BLACK TANK                      052 00 58.9
 HV4765
 HV4765|---------------------------------------------------------------------|
 HV4765| PID    Reference Object                     Distance      Geod. Az  |
 HV4765|                                                           dddmmss.s |
 HV4765| HV4650 BELLEVUE BLACK TANK                 APPROX. 1.6 KM 0504420.4 |
 HV4765| HV4704 WATER TK HILL E OF FOX FERRY        APPROX. 2.9 KM 1185203.7 |
 HV4765| DC6275 FERTILIZER RM                        64.355 METERS 27907     |
 HV4765| HV4629 WATER                               APPROX. 1.6 KM 3561801.0 |
 HV4765|---------------------------------------------------------------------|
 HV4765
 HV4765                          SUPERSEDED SURVEY CONTROL
 HV4765
 HV4765  NAD 83(1993)-  38 48 52.60426(N)    077 02 14.48172(W) AD(       ) 2
 HV4765  NAD 83(1986)-  38 48 52.60431(N)    077 02 14.49321(W) AD(       ) 2
 HV4765
 HV4765.Superseded values are not recommended for survey control.
 HV4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4765.See file dsdata.txt to determine how the superseded data were derived.
 HV4765
 HV4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2311498176(NAD 83)
 HV4765_MARKER: DS = TRIANGULATION STATION DISK
 HV4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4765
 HV4765  HISTORY     - Date     Condition        Report By
 HV4765  HISTORY     - 1922     MONUMENTED       CGS
 HV4765  HISTORY     - 1924     GOOD             CGS
 HV4765  HISTORY     - 1928     GOOD             CGS
 HV4765  HISTORY     - 1929     GOOD             CGS
 HV4765  HISTORY     - 1931     GOOD             CGS
 HV4765  HISTORY     - 1938     SEE DESCRIPTION  CGS
 HV4765  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 HV4765
 HV4765                          STATION DESCRIPTION
 HV4765
 HV4765'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (HPO)
 HV4765'THE STATION IS ON THE NE CORNER OF THE DOCK OF HERBERT BRYANTS
 HV4765'SONS, MANUFACTURERS OF FERTILIZER.  THE STATION IS 3 METERS
 HV4765'FROM THE E SIDE OF THE DOCK AND 5 METERS FROM THE N SIDE.
 HV4765'
 HV4765'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HV4765'CONCRETE AS DESCRIBED.
 HV4765'
 HV4765'THE REFERENCE MARK IS 15 METERS FROM THE HIGH-WATER MARK ON THE
 HV4765'N SIDE OF THE POINT, ON WHICH THE DOCK IS LOCATED.
 HV4765
 HV4765                          STATION RECOVERY (1924)
 HV4765
 HV4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (EWE)
 HV4765'STATION IS LOCATED AS DESCRIBED AND WAS FOUND IN GOOD CONDITION.
 HV4765
 HV4765                          STATION RECOVERY (1928)
 HV4765
 HV4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CP)
 HV4765'STATION RECOVERED AS DESCRIBED.  MARK WAS COVERED OVER TO
 HV4765'A DEPTH OF ABOUT 1 FOOT WITH REFUSE (OLD SHELLS AND DIRT FROM
 HV4765'OPERATIONS OF BRYANTS SONS FERTILIZER PLANT) AND FOUND AFTER
 HV4765'SOME DIGGING IN EXCELLENT CONDITION.  LEVEL OF TOP OF MARK
 HV4765'APPROXIMATELY HIGH-WATER LEVEL AND SLIGHTLY BELOW LEVEL OF
 HV4765'TOP OF DOCK STRINGERS.
 HV4765
 HV4765                          STATION RECOVERY (1929)
 HV4765
 HV4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (FLP)
 HV4765'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV4765
 HV4765                          STATION RECOVERY (1931)
 HV4765
 HV4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (JPL)
 HV4765'STATION RECOVERED AS DESCRIBED.  MARK WAS COVERED OVER TO A
 HV4765'DEPTH OF 6 INCHES WITH OLD SHELLS (REFUSE OF BRYANTS SONS
 HV4765'FERTILIZER PLANT).  MARK LEFT UNCOVERED.
 HV4765
 HV4765                          STATION RECOVERY (1938)
 HV4765
 HV4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV4765'STATION WASHED OUT IN FLOOD OF 1936 ACCORDING TO PLANT
 HV4765'SUPERINTENDENT.  SAME SOURCE OF INFORMATION SAID REFERENCE
 HV4765'MARK STILL EXISTED, BUT IT WAS NOT SEARCHED FOR.
 HV4765'
 HV4765'*NOTE--ADJUSTMENT SHOWED THAT THIS STATION WAS NOT IN THE OLD
 HV4765'POSITION.
 HV4765
 HV4765                          STATION RECOVERY (1996)
 HV4765
 HV4765'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3292 ***********************************************************************
 HW3292  DESIGNATION -  FETZER
 HW3292  PID         -  HW3292
 HW3292  STATE/COUNTY-  VA/SHENANDOAH
 HW3292  USGS QUAD   -  TOMS BROOK (1994)
 HW3292
 HW3292                         *CURRENT SURVEY CONTROL
 HW3292  ___________________________________________________________________
 HW3292* NAD 83(1993)-  38 58 51.40942(N)    078 29 45.91519(W)     ADJUSTED  
 HW3292* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 HW3292  ___________________________________________________________________
 HW3292  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 HW3292  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HW3292
 HW3292  HORZ ORDER  -  SECOND
 HW3292
 HW3292.The horizontal coordinates were established by classical geodetic methods
 HW3292.and adjusted by the National Geodetic Survey in November 1994..
 HW3292
 HW3292.The orthometric height was scaled from a topographic map.
 HW3292
 HW3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3292
 HW3292.The geoid height was determined by GEOID03.
 HW3292
 HW3292;                    North         East     Units Scale Factor Converg.
 HW3292;SPC VA N     - 2,145,886.128 3,500,339.001   MT  0.99996846   +0 00 08.8
 HW3292;SPC VA N     - 7,040,294.74 11,484,028.87   sFT  0.99996846   +0 00 08.8
 HW3292;UTM  17      - 4,317,644.587   716,890.858   MT  1.00017928   +1 34 32.6
 HW3292
 HW3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3292!SPC VA N     -   0.99990042  x   0.99996846  =   0.99986888
 HW3292!UTM  17      -   0.99990042  x   1.00017928  =   1.00007968
 HW3292
 HW3292:                Primary Azimuth Mark                     Grid Az
 HW3292:SPC VA N     -  STRASBURG MUNICIPAL TANK                 083 59 52.8
 HW3292:UTM  17      -  STRASBURG MUNICIPAL TANK                 082 25 29.0
 HW3292
 HW3292|---------------------------------------------------------------------|
 HW3292| PID    Reference Object                     Distance      Geod. Az  |
 HW3292|                                                           dddmmss.s |
 HW3292| HW3285 STRASBURG MUNICIPAL TANK            APPROX.11.8 KM 0840001.6 |
 HW3292| HW3281 AIRWAY BCN 34 3 MI S STRASBURG      APPROX.14.5 KM 0990349.7 |
 HW3292| DC3383 FETZER RM 1                          13.213 METERS 14000     |
 HW3292| DC3382 FETZER AZ MK                                       1993928.3 |
 HW3292| DC3384 FETZER RM 2                          15.742 METERS 23027     |
 HW3292|---------------------------------------------------------------------|
 HW3292
 HW3292                          SUPERSEDED SURVEY CONTROL
 HW3292
 HW3292  NAD 83(1986)-  38 58 51.41011(N)    078 29 45.92286(W) AD(       ) 2
 HW3292  NAD 27      -  38 58 51.01960(N)    078 29 46.88900(W) AD(       ) 2
 HW3292
 HW3292.Superseded values are not recommended for survey control.
 HW3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3292.See file dsdata.txt to determine how the superseded data were derived.
 HW3292
 HW3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD1689117645(NAD 83)
 HW3292_MARKER: DS = TRIANGULATION STATION DISK
 HW3292_SETTING: 80 = SET IN A BOULDER
 HW3292_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3292
 HW3292  HISTORY     - Date     Condition        Report By
 HW3292  HISTORY     - 1957     MONUMENTED       CGS
 HW3292
 HW3292                          STATION DESCRIPTION
 HW3292
 HW3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3292'THE STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED
 HW3292'SOUTHEAST AND NORTHWEST RIDGE THAT IS ABOUT 8 MILES WEST
 HW3292'SOUTHWEST OF STRASBURG, 7 MILES NORTH OF WOODSTOCK AND ABOUT
 HW3292'1 MILE NORTH OF GAP OF WHERE STATE HIGHWAY 600 CROSSES RIGDE.
 HW3292'IT IS 18 FEET NORTHEAST OF A TRIANGULAR BLAZED OAK TREE AND IN
 HW3292'THE AREA OF A GROUP OF LARGE BOULDERS.  THE DISK IS SET IN A
 HW3292'DRILL-HOLE OF A LARGE BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE
 HW3292'THE GROUND AND IS ABOUT 3 FEET LONG AND 2 FEET WIDE.  THE
 HW3292'DISK IS STAMPED FETZER 1957.
 HW3292'
 HW3292'REFERENCE MARK NO. 1 IS SET IN A DRILL-HOLE OF A LARGE BOULDER
 HW3292'THAT IS ON THE EAST SLOPE OF RIDGE, IS ABOUT 3 FEET BELOW THE
 HW3292'ELEVATION OF THE STATION MARK AND THE DISK IS STAMPED FETZER NO
 HW3292'1 1957.
 HW3292'
 HW3292'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 HW3292'OAK TREE AND ON THE SOUTHEAST SLOPE OF RIDGE.  THE DISK IS SET
 HW3292'IN A DRILL-HOLE OF A LARGE BOULDER THAT PROJECTS ABOUT 3 FEET
 HW3292'ABOVE THE GROUND, IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 HW3292'STATION MARK AND THE DISK IS STAMPED FETZER NO 2 1957.
 HW3292'
 HW3292'AZIMUTH MARK IS 13 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE, 3
 HW3292'FEET NORTH OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST AND
 HW3292'18 FEET NORTH NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 600.
 HW3292'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 HW3292'FETZER 1957.
 HW3292'
 HW3292'TO REACH FROM THE COURTHOUSE IN WOODSTOCK, GO NORTH NORTHEAST
 HW3292'ON U.S. HIGHWAY 11 FOR 3.0 MILES TO CROSSROADS AND SIGN ON
 HW3292'RIGHT SAUMSVILLE.  TURN LEFT AND GO WEST NORTHWEST ON STATE
 HW3292'HIGHWAY 600 FOR 2.0 MILES TO T INTERSECTION IN SAUMSVILLE,
 HW3292'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 600 FOR 0.15 MILE TO
 HW3292'WHERE STATE HIGHWAY 600 TURNS LEFT, TURN LEFT ON STATE HIGHWAY
 HW3292'600 AND GO NORTHWESTERLY FOR 1.0 MILE TO CROSSROADS.  CONTINUE
 HW3292'STRAIGHT AHEAD ON STATE HIGHWAY 600 FOR 0.1 MILE TO AZIMUTH
 HW3292'MARK ON RIGHT.  CONTINUE NORTHWESTERLY ON STATE HIGHWAY 600
 HW3292'FOR 2.4 MILES TO TOP OF RIDGE AND WOODS ROAD ON RIGHT.  TURN
 HW3292'RIGHT ON WOODS ROAD AND GO NORTHERLY PASSING A CINDER BLOCK
 HW3292'CABIN ON LEFT FOR 0.05 MILE TO FORK, TAKE LEFT FORK AND GO
 HW3292'0.15 MILE TO FORK, TAKE RIGHT FORK ON MAIN TRAVELED ROAD
 HW3292'FOR 0.05 MILE TO END OF TRUCK TRAVEL.  A 4-WHEEL DRIVE
 HW3292'TRUCK CAN BE DRIVEN FROM THIS POINT ON BY PICKING WAY ALONG
 HW3292'THE TOP OF RIDGE FOR ABOUT 0.7 MILE TO STATION.  THIS LAST
 HW3292'0.7 MILE IS VERY ROCKY.
 HW3292'
 HW3292'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3354 ***********************************************************************
 FX3354  DESIGNATION -  FEVERSTEIN STACK
 FX3354  PID         -  FX3354
 FX3354  STATE/COUNTY-  VA/C OF NORFOLK
 FX3354  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3354
 FX3354                         *CURRENT SURVEY CONTROL
 FX3354  ___________________________________________________________________
 FX3354* NAD 83(1993)-  36 50 36.85677(N)    076 17 22.78106(W)     ADJUSTED  
 FX3354* NAVD 88     -                                                        
 FX3354  ___________________________________________________________________
 FX3354  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX3354  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 FX3354
 FX3354  HORZ ORDER  -  THIRD
 FX3354
 FX3354.The horizontal coordinates were established by classical geodetic methods
 FX3354.and adjusted by the National Geodetic Survey in September 1995..
 FX3354
 FX3354
 FX3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3354
 FX3354.The geoid height was determined by GEOID03.
 FX3354
 FX3354;                    North         East     Units Scale Factor Converg.
 FX3354;SPC VA S     - 1,058,931.225 3,697,127.651   MT  0.99998693   +1 20 29.4
 FX3354;SPC VA S     - 3,474,176.86 12,129,659.63   sFT  0.99998693   +1 20 29.4
 FX3354;UTM  18      - 4,078,295.521   385,013.608   MT  0.99976289   -0 46 24.3
 FX3354
 FX3354                          SUPERSEDED SURVEY CONTROL
 FX3354
 FX3354  NAD 83(1986)-  36 50 36.86243(N)    076 17 22.81645(W) AD(       ) 4
 FX3354  NAD 27      -  36 50 36.33000(N)    076 17 24.03000(W) AD(       ) 3
 FX3354
 FX3354.Superseded values are not recommended for survey control.
 FX3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3354.See file dsdata.txt to determine how the superseded data were derived.
 FX3354
 FX3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8501478296(NAD 83)
 FX3354_MARKER: 63 = STACK
 FX3354
 FX3354  HISTORY     - Date     Condition        Report By
 FX3354  HISTORY     - 1913     FIRST OBSERVED   CGS
 FX3354  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 FX3354
 FX3354                          STATION DESCRIPTION
 FX3354
 FX3354'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3282 ***********************************************************************
 HV3282  DESIGNATION -  FF 232
 HV3282  PID         -  HV3282
 HV3282  STATE/COUNTY-  VA/STAFFORD
 HV3282  USGS QUAD   -  STORCK (1984)
 HV3282
 HV3282                         *CURRENT SURVEY CONTROL
 HV3282  ___________________________________________________________________
 HV3282* NAD 83(1986)-  38 23 08.     (N)    077 32 47.     (W)     SCALED    
 HV3282* NAVD 88     -       116.007  (meters)     380.60   (feet)  ADJUSTED  
 HV3282  ___________________________________________________________________
 HV3282  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HV3282  DYNAMIC HT  -         115.936 (meters)     380.37  (feet)  COMP
 HV3282  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 HV3282
 HV3282  VERT ORDER  -  SECOND    CLASS 0
 HV3282
 HV3282.The horizontal coordinates were scaled from a topographic map and have
 HV3282.an estimated accuracy of +/- 6 seconds.
 HV3282
 HV3282.The orthometric height was determined by differential leveling
 HV3282.and adjusted by the National Geodetic Survey in June 1991..
 HV3282
 HV3282.The geoid height was determined by GEOID03.
 HV3282
 HV3282.The dynamic height is computed by dividing the NAVD 88
 HV3282.geopotential number by the normal gravity value computed on the
 HV3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3282.degrees latitude (g = 980.6199 gals.).
 HV3282
 HV3282.The modeled gravity was interpolated from observed gravity values.
 HV3282
 HV3282;                    North         East    Units  Estimated Accuracy
 HV3282;SPC VA N     - 2,080,230.    3,583,310.      MT  (+/- 180 meters Scaled)
 HV3282
 HV3282                          SUPERSEDED SURVEY CONTROL
 HV3282
 HV3282  NGVD 29 (??/??/??)  116.263  (m)          381.44   (f) ADJUSTED    2 0
 HV3282
 HV3282.Superseded values are not recommended for survey control.
 HV3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3282.See file dsdata.txt to determine how the superseded data were derived.
 HV3282
 HV3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH775516(NAD 83)
 HV3282_MARKER: DB = BENCH MARK DISK
 HV3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3282_STAMPING: FF 232 1941
 HV3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3282+STABILITY: SURFACE MOTION
 HV3282
 HV3282  HISTORY     - Date     Condition        Report By
 HV3282  HISTORY     - 1941     MONUMENTED       CGS
 HV3282  HISTORY     - 1961     GOOD             CGS
 HV3282  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 HV3282
 HV3282                          STATION DESCRIPTION
 HV3282
 HV3282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3282'6.7 MI NW FROM FALMOUTH.
 HV3282'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM FALMOUTH,
 HV3282'STAFFORD COUNTY, 0.4 MILE NORTHWEST OF THE JUNCTION OF
 HV3282'SECONDARY STATE HIGHWAY 616 AT PAYNES CORNER, 82.2 FEET EAST
 HV3282'OF POWER-TRANSMISSION LINE POLE 5067, 76.3 FEET NORTHWEST OF
 HV3282'THE NORTHWEST CORNER OF A SMALL UNPAINTED HOUSE, 47.8 FEET
 HV3282'EAST OF THE CENTER LINE OF THE HIGHWAY, 6.6 FEET NORTH OF A
 HV3282'14-INCH TWIN OAK TREE, AND 1.2 FEET WEST OF A WHITE WOODEN
 HV3282'WITNESS POST.  A STANDARD DISK, STAMPED FF 232 1941 AND SET IN
 HV3282'THE TOP OF A CONCRETE POST.  NOTE-- ON OLD HIGHWAY 17, NOW 704.
 HV3282'MARK IS AT THE JUNCTION OF STATE HIGHWAY 17 AND SECONDARY
 HV3282'HIGHWAY 704, 48 FEET EAST OF HIGHWAY 704, 150 FEET NORTHEAST OF
 HV3282'THE JUNCTION AND 1.5 FEET SOUTH OF A CGS WITNESS SIGN.
 HV3282
 HV3282                          STATION RECOVERY (1996)
 HV3282
 HV3282'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV3282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0346 ***********************************************************************
 GW0346  DESIGNATION -  FF 249
 GW0346  PID         -  GW0346
 GW0346  STATE/COUNTY-  VA/NOTTOWAY
 GW0346  USGS QUAD   -  RUBERMONT (1981)
 GW0346
 GW0346                         *CURRENT SURVEY CONTROL
 GW0346  ___________________________________________________________________
 GW0346* NAD 83(1986)-  37 06 30.     (N)    078 11 57.     (W)     SCALED    
 GW0346* NAVD 88     -       168.231  (meters)     551.94   (feet)  POSTED    
 GW0346  ___________________________________________________________________
 GW0346  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GW0346  DYNAMIC HT  -         168.110 (meters)     551.54  (feet)  COMP
 GW0346  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 GW0346
 GW0346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GW0346
 GW0346.The horizontal coordinates were scaled from a topographic map and have
 GW0346.an estimated accuracy of +/- 6 seconds.
 GW0346
 GW0346.The orthometric height was determined by differential leveling
 GW0346.and adjusted by the National Geodetic Survey in 1992..
 GW0346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GW0346.rate of 1.1 thru 2.0 mm/km.
 GW0346
 GW0346.The geoid height was determined by GEOID03.
 GW0346
 GW0346.The dynamic height is computed by dividing the NAVD 88
 GW0346.geopotential number by the normal gravity value computed on the
 GW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0346.degrees latitude (g = 980.6199 gals.).
 GW0346
 GW0346.The modeled gravity was interpolated from observed gravity values.
 GW0346
 GW0346;                    North         East    Units  Estimated Accuracy
 GW0346;SPC VA S     - 1,086,050.    3,526,740.      MT  (+/- 180 meters Scaled)
 GW0346
 GW0346                          SUPERSEDED SURVEY CONTROL
 GW0346
 GW0346  NGVD 29 (??/??/92)  168.472  (m)          552.73   (f) ADJ UNCH    2 0
 GW0346
 GW0346.Superseded values are not recommended for survey control.
 GW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0346.See file dsdata.txt to determine how the superseded data were derived.
 GW0346
 GW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB488105(NAD 83)
 GW0346_MARKER: DB = BENCH MARK DISK
 GW0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0346_STAMPING: FF 249 1942
 GW0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0346+STABILITY: SURFACE MOTION
 GW0346
 GW0346  HISTORY     - Date     Condition        Report By
 GW0346  HISTORY     - 1942     MONUMENTED       CGS
 GW0346  HISTORY     - 1961     MARK NOT FOUND   NGS
 GW0346  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 GW0346  HISTORY     - 20001207 MARK NOT FOUND   USPSQD
 GW0346  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GW0346
 GW0346                          STATION DESCRIPTION
 GW0346
 GW0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GW0346'7.2 MI S FROM BURKEVILLE.
 GW0346'7.2 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD STATION
 GW0346'AT BURKEVILLE, NOTTOWAY COUNTY, 300 FEET NORTHEAST OF THE JUNCTION
 GW0346'OF STATE SECONDARY ROAD 624, 40 FEET NORTHWEST OF A POWER LINE,
 GW0346'34 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 GW0346'FROM A WHITE WOODEN WITNESS POST PAINTED USBM.  A STANDARD DISK,
 GW0346'STAMPED FF 249 1942 AND SET IN THE TOP OF A CONCRETE POST
 GW0346'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GW0346
 GW0346                          STATION RECOVERY (1996)
 GW0346
 GW0346'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW0346'MARK NOT FOUND.
 GW0346
 GW0346                          STATION RECOVERY (2000)
 GW0346
 GW0346'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GW0346'MARK NOT FOUND.
 GW0346
 GW0346                          STATION RECOVERY (2001)
 GW0346
 GW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GW0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8407 ***********************************************************************
 HV8407  DESIGNATION -  FHS
 HV8407  PID         -  HV8407
 HV8407  STATE/COUNTY-  VA/FAIRFAX
 HV8407  USGS QUAD   -  FAIRFAX (1994)
 HV8407
 HV8407                         *CURRENT SURVEY CONTROL
 HV8407  ___________________________________________________________________
 HV8407* NAD 83(1993)-  38 52 28.05233(N)    077 18 29.18628(W)     ADJUSTED  
 HV8407* NAVD 88     -       127.1    (meters)     417.     (feet)  VERTCON   
 HV8407  ___________________________________________________________________
 HV8407  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HV8407  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8407
 HV8407  HORZ ORDER  -  SECOND
 HV8407
 HV8407.The horizontal coordinates were established by classical geodetic methods
 HV8407.and adjusted by the National Geodetic Survey in November 1994..
 HV8407
 HV8407.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8407
 HV8407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8407
 HV8407.The geoid height was determined by GEOID03.
 HV8407
 HV8407;                    North         East     Units Scale Factor Converg.
 HV8407;SPC VA N     - 2,134,736.276 3,603,424.378   MT  0.99995841   +0 44 38.0
 HV8407;SPC VA N     - 7,003,713.93 11,822,234.81   sFT  0.99995841   +0 44 38.0
 HV8407;UTM  18      - 4,305,377.242   299,772.626   MT  1.00009370   -1 26 56.7
 HV8407
 HV8407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8407!SPC VA N     -   0.99998504  x   0.99995841  =   0.99994345
 HV8407!UTM  18      -   0.99998504  x   1.00009370  =   1.00007874
 HV8407
 HV8407                          SUPERSEDED SURVEY CONTROL
 HV8407
 HV8407  NAD 83(1993)-  38 52 28.05151(N)    077 18 29.19035(W) AD(       ) 2
 HV8407  NAD 83(1986)-  38 52 28.05117(N)    077 18 29.19863(W) AD(       ) 2
 HV8407  NGVD 29 (01/12/90)  127.3    (m)          418.     (f) VERT ANG       
 HV8407
 HV8407.Superseded values are not recommended for survey control.
 HV8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8407.See file dsdata.txt to determine how the superseded data were derived.
 HV8407
 HV8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9977305377(NAD 83)
 HV8407_MARKER: Z = SEE DESCRIPTION
 HV8407_SETTING: 0 = UNSPECIFIED SETTING
 HV8407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8407
 HV8407  HISTORY     - Date     Condition        Report By
 HV8407  HISTORY     - 1975     MONUMENTED       VA-059
 HV8407
 HV8407                          STATION DESCRIPTION
 HV8407
 HV8407'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8407'THE STATION IS LOCATED ABOUT 1.94 MILES NORTH OF FAIRFAX CITY AND
 HV8407'0.59 MILES SOUTHWEST OF THE INTERSECTION OF HUNTER MILL ROAD AND
 HV8407'CHAIN BRIDGE ROAD IN OAKTON, JUST OFF OF THE SOUTH BOUND LANE OF
 HV8407'CHAIN BRIDGE ROAD. SEE PAGE 47-4 OF FAIRFAX COUNTY TAX MAP.
 HV8407'
 HV8407'TO REACH THE STATION FROM THE INTERSECTION OF CHAIN BRIDGE ROAD,
 HV8407'ROUTE 123, AND MAIN STREET ROUTE 236, IN FAIRFAX CITY, PROCEED
 HV8407'NORTHERLY ALONG CHAIN BRIDGE ROAD FOR 2.0 MILES TO STATION FHS ON THE
 HV8407'LEFT. THE STATION IS ON THE RIGHT SHOULDER OF THE SOUTHBOUND LANE OF
 HV8407'CHAIN BRIDGE ROAD, APPROXIMATELY AT THE POINT OF TANGEDNT OF THE
 HV8407'CURVE.
 HV8407'
 HV8407'THE STATION IS A RAILROAD SPIKE WITH A PUNCH MARK IN THE TOP OF THE
 HV8407'RIGHT SHOULDER OF THE SOUTHBOUND LANE OF CHAIN BRIDGE ROAD. LOCATED
 HV8407'15.5 FEET NW FROM OF THE CENTERLINE OF THE SOUTHBOUND LANE ROUTE 123.
 HV8407'AND 332.0 FEET SW FROM INTERSECTION ROUTE 123 AND ROSEHAVEN STRET.
 HV8407'
 HV8407'REFERENCE MARK NO. 01 IS A PK NAIL WITH CAP IN THE EDGE OF PAVEMENT
 HV8407'OF THE SOUTHBOUND LANE OF CHAINBRIDGE ROAD, ROUTE 123. LOCATED 321.0
 HV8407'FEET SW FROM THE INTERSECTION OF THE SOUTHBOUND LANE OF CHAINBRIDGE
 HV8407'AND FROM ROAD AND ROSEHAVEN STREET.
 HV8407'
 HV8407'REFERENCE MARK NO. 02 IS A PK NAIL WITH CAP IN THE EDGE OF PAVEMENT
 HV8407'OF THE SOUTHBOUND LANE OF CHAIN BRIDGE ROAD. LOCATED 371.0 FEET SW
 HV8407'FROM THE INTERSECTION OF THE SOUTHBOUND LANE OF CHAIN AND FROM BRIDGE
 HV8407'ROAD AND ROSEHAVEN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5148 ***********************************************************************
 GV5148  DESIGNATION -  FIELD
 GV5148  PID         -  GV5148
 GV5148  STATE/COUNTY-  VA/KING WILLIAM
 GV5148  USGS QUAD   -  TUNSTALL (1984)
 GV5148
 GV5148                         *CURRENT SURVEY CONTROL
 GV5148  ___________________________________________________________________
 GV5148* NAD 83(1993)-  37 37 30.03948(N)    077 06 15.46285(W)     ADJUSTED  
 GV5148* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 GV5148  ___________________________________________________________________
 GV5148  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 GV5148  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GV5148
 GV5148  HORZ ORDER  -  THIRD
 GV5148
 GV5148.The horizontal coordinates were established by classical geodetic methods
 GV5148.and adjusted by the National Geodetic Survey in November 1994..
 GV5148
 GV5148.The orthometric height was scaled from a topographic map.
 GV5148
 GV5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5148
 GV5148.The geoid height was determined by GEOID03.
 GV5148
 GV5148;                    North         East     Units Scale Factor Converg.
 GV5148;SPC VA S     - 1,144,256.043 3,623,199.795   MT  0.99995547   +0 50 49.5
 GV5148;SPC VA S     - 3,754,113.37 11,887,114.66   sFT  0.99995547   +0 50 49.5
 GV5148;UTM  18      - 4,166,292.886   314,300.982   MT  1.00002477   -1 17 06.1
 GV5148
 GV5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5148!SPC VA S     -   1.00000407  x   0.99995547  =   0.99995954
 GV5148!UTM  18      -   1.00000407  x   1.00002477  =   1.00002884
 GV5148
 GV5148:                Primary Azimuth Mark                     Grid Az
 GV5148:SPC VA S     -  MONTAGUES HOUSE 2                        051 37 03.3
 GV5148:UTM  18      -  MONTAGUES HOUSE 2                        053 44 58.9
 GV5148
 GV5148|---------------------------------------------------------------------|
 GV5148| PID    Reference Object                     Distance      Geod. Az  |
 GV5148|                                                           dddmmss.s |
 GV5148| GV5115 MONTAGUES HOUSE 2                   446.619 METERS 0522752.8 |
 GV5148| GV5139 CORN                                269.813 METERS 14514     |
 GV5148| GV5177 MOP                                 APPROX. 0.5 KM 1674346.3 |
 GV5148| GV5143 DIKE                                302.652 METERS 18001     |
 GV5148| DC5344 FIELD RM 1                           26.045 METERS 19721     |
 GV5148| GV5137 BUZ                                 406.174 METERS 2501501.5 |
 GV5148| DC5345 FIELD RM 2                           17.511 METERS 25744     |
 GV5148| DC5346 FIELD RM 3                           22.532 METERS 29404     |
 GV5148| DC5347 FIELD RM 4                           22.281 METERS 32514     |
 GV5148|---------------------------------------------------------------------|
 GV5148
 GV5148                          SUPERSEDED SURVEY CONTROL
 GV5148
 GV5148  NAD 83(1986)-  37 37 30.04089(N)    077 06 15.48120(W) AD(       ) 3
 GV5148  NAD 27      -  37 37 29.47800(N)    077 06 16.46700(W) AD(       ) 3
 GV5148
 GV5148.Superseded values are not recommended for survey control.
 GV5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5148.See file dsdata.txt to determine how the superseded data were derived.
 GV5148
 GV5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1430166293(NAD 83)
 GV5148_MARKER: DS = TRIANGULATION STATION DISK
 GV5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5148
 GV5148  HISTORY     - Date     Condition        Report By
 GV5148  HISTORY     - 1912     MONUMENTED       CGS
 GV5148  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5148  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV5148
 GV5148                          STATION DESCRIPTION
 GV5148
 GV5148'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5148'STATION IS ON THE LEFT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV5148'AT UPPER CORNER OF FIELD ABOVE OLD LIME KILN OR LANDING, IN
 GV5148'THE SAME FIELD AS STATION CORN, ON LAND OF THE MONTAGUE FARM IN
 GV5148'ROUND END OF FIELD, ABOUT 20 METERS FROM TOP OF BANK.
 GV5148'
 GV5148'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5148'BEARING A BRASS DISK REINFORCED IN TOP AND CENTER, 1-FOOT
 GV5148'BELOW SURFACE OF THE GROUND.
 GV5148'
 GV5148'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON
 GV5148'22-INCH ELM TREE AT TOP OF BANK, DISTANT 26.043 METERS ON LINE
 GV5148'52 DEG 07 MIN 31 SEC TO RIGHT OF LINE TO STATION CORN.
 GV5148'
 GV5148'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT ON 10-INCH BLACK
 GV5148'WALNUT AT TOP OF BANK, DISTANT 17.565 METERS ON LINE 112 DEG
 GV5148'29 MIN 55 SEC TO RIGHT OF LINE TO STATION CORN.
 GV5148'
 GV5148'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT ON 2-FOOT DOUBLE
 GV5148'MAPLE TREE AT TOP OF BANK, DISTANT 22.516 METERS ON LINE 148
 GV5148'DEG 49 MIN 54 SEC TO RIGHT OF LINE TO STATION CORN.
 GV5148'
 GV5148'REFERENCE MARK NO. 4 IS CEMENT BLOCK 8 BY 8 BY 24 INCHES,
 GV5148'BEARING BRASS PLATE AND ARROW IN TOP, SET 1 METER S OF WIRE
 GV5148'FENCE AND STANDING 2 INCHES ABOVE SURFACE, DISTANT 22.287
 GV5148'METERS ON LINE 180 DEG 00 MIN 01 SEC TO RIGHT OF LINE TO
 GV5148'STATION CORN.
 GV5148'
 GV5148'THE BEARINGS ALSO TO OLD CHIMNEY GABLE OF BARN AND 2 CHIMNEYS
 GV5148'OF MONTAGUES HOUSE ARE GIVEN.
 GV5148
 GV5148                          STATION RECOVERY (1999)
 GV5148
 GV5148'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5148'MARK NOT FOUND.
 GV5148
 GV5148                          STATION RECOVERY (2002)
 GV5148
 GV5148'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3101 ***********************************************************************
 FX3101  DESIGNATION -  FIELD
 FX3101  PID         -  FX3101
 FX3101  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3101  USGS QUAD   -  CREEDS (1986)
 FX3101
 FX3101                         *CURRENT SURVEY CONTROL
 FX3101  ___________________________________________________________________
 FX3101* NAD 83(1993)-  36 36 23.87378(N)    076 04 52.13294(W)     ADJUSTED  
 FX3101* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3101  ___________________________________________________________________
 FX3101  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 FX3101  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 FX3101
 FX3101  HORZ ORDER  -  SECOND
 FX3101
 FX3101.The horizontal coordinates were established by classical geodetic methods
 FX3101.and adjusted by the National Geodetic Survey in September 1995..
 FX3101
 FX3101.The orthometric height was scaled from a topographic map.
 FX3101
 FX3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3101
 FX3101.The geoid height was determined by GEOID03.
 FX3101
 FX3101;                    North         East     Units Scale Factor Converg.
 FX3101;SPC VA S     - 1,033,101.777 3,716,393.535   MT  1.00003290   +1 28 05.0
 FX3101;SPC VA S     - 3,389,434.75 12,192,867.79   sFT  1.00003290   +1 28 05.0
 FX3101;SPC NC       -   320,757.982   870,747.573   MT  1.00015256   +1 41 04.8
 FX3101;SPC NC       - 1,052,353.48  2,856,777.66   sFT  1.00015256   +1 41 04.8
 FX3101;UTM  18      - 4,051,780.218   403,308.755   MT  0.99971518   -0 38 41.1
 FX3101
 FX3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3101!SPC VA S     -   1.00000550  x   1.00003290  =   1.00003840
 FX3101!SPC NC       -   1.00000550  x   1.00015256  =   1.00015806
 FX3101!UTM  18      -   1.00000550  x   0.99971518  =   0.99972068
 FX3101
 FX3101|---------------------------------------------------------------------|
 FX3101| PID    Reference Object                     Distance      Geod. Az  |
 FX3101|                                                           dddmmss.s |
 FX3101| DC8835 FIELD RM 1                           30.983 METERS 00457     |
 FX3101| FX3086 BLOSSOM                             APPROX. 4.9 KM 0501544.0 |
 FX3101| DC8836 FIELD RM 2                           29.794 METERS 10843     |
 FX3101| FX3128 NORTH LANDING RIVER BEACON 20       APPROX. 3.2 KM 1194051.7 |
 FX3101| FX3112 NORTH LANDING RIVER BEACON 19       APPROX. 2.4 KM 1223449.1 |
 FX3101|---------------------------------------------------------------------|
 FX3101
 FX3101                          SUPERSEDED SURVEY CONTROL
 FX3101
 FX3101  NAD 83(1986)-  36 36 23.88288(N)    076 04 52.16259(W) AD(       ) 2
 FX3101  NAD 27      -  36 36 23.33600(N)    076 04 53.40400(W) AD(       ) 2
 FX3101
 FX3101.Superseded values are not recommended for survey control.
 FX3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3101.See file dsdata.txt to determine how the superseded data were derived.
 FX3101
 FX3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0330951780(NAD 83)
 FX3101_MARKER: DS = TRIANGULATION STATION DISK
 FX3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3101
 FX3101  HISTORY     - Date     Condition        Report By
 FX3101  HISTORY     - 1934     MONUMENTED       CGS
 FX3101  HISTORY     - 1954     SEE DESCRIPTION  USGS
 FX3101  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FX3101
 FX3101                          STATION DESCRIPTION
 FX3101
 FX3101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3101'ABOUT 7 MILES SOUTHEAST OF FENTRESS, ABOUT 6 MILES NORTHEAST OF
 FX3101'MOYOCK ON PROPERTY OWNED BY MR. MANSFIELD, AT BLACKWATER CREEK,
 FX3101'25 FEET NORTH-NORTHEAST OF CENTER OF THE GATE IN BOARD FENCE
 FX3101'AND 75 FEET SOUTHWEST OF A 3 FOOT GUM TREE.
 FX3101'
 FX3101'TO REACH FROM NORTHWEST POST OFFICE ON STATE HIGHWAY 27,
 FX3101'SET 0.0 AND FOLLOW STATE HIGHWAY 27 NORTH 1.0 MILE AND TAKE
 FX3101'TAR ROAD RIGHT, AT 2.7 KEEP RIGHT, AT 3.4 KEEP RIGHT, AT 5.6
 FX3101'TURN LEFT AT BRIDGE, AT 8.5 TURN LEFT AT SCHOOL AND CHURCH, AT
 FX3101'10.1 TURN RIGHT THRU GATE JUST SOUTH OF BRIDGE.  CONTINUE
 FX3101'THRU BARNYARD AND AT 10.3 TURN LEFT AT OLD HOUSE, AT 10.4
 FX3101'TURN LEFT AT GRAVEYARD, AT 10.5 TURN RIGHT AND FOLLOW FENCE
 FX3101'0.1 MILE TO GATE AND STATION.
 FX3101'
 FX3101'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3101'DISKS SET IN CONCRETE.
 FX3101'
 FX3101'REFERENCE MARK NO. 1 IS NORTH OF STATION AND 85 FEET NORTHWEST
 FX3101'OF THE SAME 3-FOOT GUM TREE MENTIONED ABOVE.
 FX3101'
 FX3101'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION, 12.5 FEET
 FX3101'NORTH-NORTHEAST OF FENCE AND 72 FEET SOUTH-SOUTHEAST OF THE
 FX3101'ABOVE MENTIONED 3-FOOT GUM TREE.
 FX3101'
 FX3101'THE CENTER OF GATE, STATION MARK AND REFERENCE MARK NO. 1
 FX3101'ARE ALMOST IN LINE.
 FX3101'
 FX3101'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 FX3101
 FX3101                          STATION RECOVERY (1954)
 FX3101
 FX3101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FX3101'STATION HAS BEEN PULLED OUT OF GROUND.
 FX3101
 FX3101                          STATION RECOVERY (1960)
 FX3101
 FX3101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3101'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 AND 2 WERE
 FX3101'RECOVERED AS DESCRIBED.  STATION SURFACE MARK WAS FOUND
 FX3101'DESTROYED AND LYING ON THE EDGE OF THE WOODS.  A NEW SURFACE
 FX3101'MARK WAS SET HOLDING THE UNDERGROUND MARK AND THE DISTANCE
 FX3101'WAS CHECKED TO THE REFERENCE MARKS AND WERE FOUND TO BE CORRECT.
 FX3101'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 FX3101'9 MILES SOUTH OF PRINCESS ANNE AND 9 MILES SOUTHEAST OF
 FX3101'FENTRESS ON LAND OWNED BY C.R. BRADLEY.  IT IS 122 FEET SOUTH
 FX3101'OF A FENCELINE AND 100 FEETWEST OF A FENCELINE AND A CGS
 FX3101'WITNESS SIGN.  THE MARK IS ABOUT 12 IN BELOW THE GROUND
 FX3101'SURFACE AND THE DISK IS STAMPED FIELD 1934 1960.
 FX3101'
 FX3101'REFERENCE MARK NO. 1 IS 101.65 FEET NORTH OF THE STATION.  IT
 FX3101'IS 21 FEET SOUTH OF A FENCELINE AND AN 18 INCH PINE TREE AND
 FX3101'37 FEET EAST OF ANOTHER 18 INCH PINE TREE.  THE MARK PROJECTS
 FX3101'ABOUT 2 INCHES AND THE DISK IS STAMPED FIELD NO 1 1934.
 FX3101'
 FX3101'REFERENCE MARK NO. 2 IS 97.75 FEET EAST OF THE STATION.  IT IS
 FX3101'67 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE, 22 FEET
 FX3101'WEST OF A 36 INCH OAK TREE, 2 FEET WEST OF THE FENCE AND CGS
 FX3101'WITNESS SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 FX3101'FIELD NO 2 1934.
 FX3101'
 FX3101'TO REACH THE STATION FROM THE COURTHOUSE IN PRINCESS ANNE,
 FX3101'GO SOUTH ON STATE HIGHWAY 165 FOR 5.5 MILES TO HIGHWAY 726
 FX3101'LEFT, TURN LEFT ON HIGHWAY 726 AND GO 7.3 MILES TO WHERE
 FX3101'HIGHWAY 726 TURNS LEFT AND HIGHWAY 608 STRAIGHT AHEAD.  CONTINUE
 FX3101'STRAIGHT AHEAD FOR 0.3 MILE TO A BRIDGE, CROSS BRIDGE, TURN
 FX3101'LEFT INTO MR. BRADLEYS FARM YARD AND FOLLOW LANE 0.25 MILE
 FX3101'TO THE EDGE OF THE WOODS AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3968 ***********************************************************************
 FX3968  DESIGNATION -  FIELD
 FX3968  PID         -  FX3968
 FX3968  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3968  USGS QUAD   -  BENNS CHURCH (1986)
 FX3968
 FX3968                         *CURRENT SURVEY CONTROL
 FX3968  ___________________________________________________________________
 FX3968* NAD 83(1993)-  36 57 04.58458(N)    076 29 59.15110(W)     ADJUSTED  
 FX3968* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3968  ___________________________________________________________________
 FX3968  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 FX3968  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 FX3968
 FX3968  HORZ ORDER  -  THIRD
 FX3968
 FX3968.The horizontal coordinates were established by classical geodetic methods
 FX3968.and adjusted by the National Geodetic Survey in September 1995..
 FX3968
 FX3968.The orthometric height was scaled from a topographic map.
 FX3968
 FX3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3968
 FX3968.The geoid height was determined by GEOID03.
 FX3968
 FX3968;                    North         East     Units Scale Factor Converg.
 FX3968;SPC VA S     - 1,070,462.740 3,678,139.495   MT  0.99997162   +1 12 50.4
 FX3968;SPC VA S     - 3,512,009.84 12,067,362.66   sFT  0.99997162   +1 12 50.4
 FX3968;UTM  18      - 4,090,517.722   366,467.509   MT  0.99981966   -0 54 06.1
 FX3968
 FX3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3968!SPC VA S     -   1.00000561  x   0.99997162  =   0.99997723
 FX3968!UTM  18      -   1.00000561  x   0.99981966  =   0.99982527
 FX3968
 FX3968|---------------------------------------------------------------------|
 FX3968| PID    Reference Object                     Distance      Geod. Az  |
 FX3968|                                                           dddmmss.s |
 FX3968| CQ9129 FIELD RM 2                           16.849 METERS 03248     |
 FX3968| FX3981 SEVENTEEN                           APPROX. 1.1 KM 1903355.2 |
 FX3968| CQ9128 FIELD RM 1                           23.854 METERS 32356     |
 FX3968|---------------------------------------------------------------------|
 FX3968
 FX3968                          SUPERSEDED SURVEY CONTROL
 FX3968
 FX3968  NAD 83(1986)-  36 57 04.58926(N)    076 29 59.18549(W) AD(       ) 3
 FX3968  NAD 27      -  36 57 04.05100(N)    076 30 00.36300(W) AD(       ) 3
 FX3968
 FX3968.Superseded values are not recommended for survey control.
 FX3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3968.See file dsdata.txt to determine how the superseded data were derived.
 FX3968
 FX3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6646890518(NAD 83)
 FX3968_MARKER: DS = TRIANGULATION STATION DISK
 FX3968_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3968
 FX3968  HISTORY     - Date     Condition        Report By
 FX3968  HISTORY     - 1934     MONUMENTED       CGS
 FX3968  HISTORY     - 1941     GOOD             CGS
 FX3968  HISTORY     - 1942     GOOD             CGS
 FX3968
 FX3968                          STATION DESCRIPTION
 FX3968
 FX3968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3968'ON NORTH SIDE OF RAGGED ISLAND CREEK ABOUT 1 MILE FROM RAGGED
 FX3968'ISLAND CREEK BEACON, IN A PINE THICKET, 258 FEET FROM HIGH
 FX3968'WATER LINE IN THE DIRECTION TO STATION SEVENTEEN.  THE PLACE
 FX3968'MAY BE REACHED BY SMALL BOAT AT HIGH TIDE BY LANDING AT THE
 FX3968'EDGE OF THE MARSH, AND WALKING TO THE STATION.
 FX3968'
 FX3968'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3968'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3968'
 FX3968'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3968
 FX3968                          STATION RECOVERY (1941)
 FX3968
 FX3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3968'STATION FOUND AS DESCRIBED.  IN THE DETAILED DESCRIPTION THE
 FX3968'NAME RAGGED ISLAND CREEK HAS BEEN CHANGED TO CHUCKATUCK
 FX3968'CREEK LIGHT 3.
 FX3968
 FX3968                          STATION RECOVERY (1942)
 FX3968
 FX3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3968'1934 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8408 ***********************************************************************
 HV8408  DESIGNATION -  FIFTY
 HV8408  PID         -  HV8408
 HV8408  STATE/COUNTY-  VA/FAIRFAX
 HV8408  USGS QUAD   -  HERNDON (1994)
 HV8408
 HV8408                         *CURRENT SURVEY CONTROL
 HV8408  ___________________________________________________________________
 HV8408* NAD 83(1993)-  38 53 59.14093(N)    077 26 39.68160(W)     ADJUSTED  
 HV8408* NAVD 88     -        90.4    (meters)     297.     (feet)  VERTCON   
 HV8408  ___________________________________________________________________
 HV8408  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HV8408  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8408
 HV8408  HORZ ORDER  -  SECOND
 HV8408
 HV8408.The horizontal coordinates were established by classical geodetic methods
 HV8408.and adjusted by the National Geodetic Survey in November 1994..
 HV8408
 HV8408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8408
 HV8408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8408
 HV8408.The geoid height was determined by GEOID03.
 HV8408
 HV8408;                    North         East     Units Scale Factor Converg.
 HV8408;SPC VA N     - 2,137,400.155 3,591,569.895   MT  0.99996049   +0 39 31.8
 HV8408;SPC VA N     - 7,012,453.68 11,783,342.23   sFT  0.99996049   +0 39 31.8
 HV8408;UTM  18      - 4,308,493.437   288,026.873   MT  1.00015332   -1 32 07.9
 HV8408
 HV8408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8408!SPC VA N     -   0.99999081  x   0.99996049  =   0.99995130
 HV8408!UTM  18      -   0.99999081  x   1.00015332  =   1.00014413
 HV8408
 HV8408                          SUPERSEDED SURVEY CONTROL
 HV8408
 HV8408  NAD 83(1993)-  38 53 59.14072(N)    077 26 39.68701(W) AD(       ) 2
 HV8408  NAD 83(1986)-  38 53 59.14026(N)    077 26 39.69454(W) AD(       ) 2
 HV8408  NGVD 29 (01/12/90)   90.6    (m)          297.     (f) VERT ANG       
 HV8408
 HV8408.Superseded values are not recommended for survey control.
 HV8408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8408.See file dsdata.txt to determine how the superseded data were derived.
 HV8408
 HV8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8802708493(NAD 83)
 HV8408_MARKER: DD = SURVEY DISK
 HV8408_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8408_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8408
 HV8408  HISTORY     - Date     Condition        Report By
 HV8408  HISTORY     - 1969     MONUMENTED       VA-059
 HV8408  HISTORY     - 1974     GOOD             VA-059
 HV8408  HISTORY     - 1975     GOOD             VA-059
 HV8408
 HV8408                          STATION DESCRIPTION
 HV8408
 HV8408'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8408'THE STATION IS IN THE NORTHEAST RIGHT OF WAY OF ROUTE 50, 0.8 MILES
 HV8408'NORTHWEST OF CHANTILLY AT POWER LINE CROSSING.  STATION IS 34.5 FEET
 HV8408'NORTHEAST OF NORTHEAST EDGE OF WEST BOUND LANE AND IS ON THE TOP OF
 HV8408'GRADED BANK APPROXIMATELY 6.0 FEET HIGHER THAN PAVING.
 HV8408'
 HV8408'STATION IS STANDARD DISK STAMPED---FIFTY 1969---.
 HV8408
 HV8408                          STATION RECOVERY (1974)
 HV8408
 HV8408'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8408'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8408'DESCRIPTION.
 HV8408
 HV8408                          STATION RECOVERY (1975)
 HV8408
 HV8408'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8408'THE STATION WAS RECOVERED IN GOOD CONDITION, SEE FAIRFAX COUNTY TAX
 HV8408'MAP 34-3, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3355 ***********************************************************************
 FX3355  DESIGNATION -  FILL
 FX3355  PID         -  FX3355
 FX3355  STATE/COUNTY-  VA/C OF PORTSMOUTH
 FX3355  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3355
 FX3355                         *CURRENT SURVEY CONTROL
 FX3355  ___________________________________________________________________
 FX3355* NAD 83(1993)-  36 50 33.79944(N)    076 21 54.80822(W)     ADJUSTED  
 FX3355* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3355  ___________________________________________________________________
 FX3355  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FX3355  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX3355
 FX3355  HORZ ORDER  -  THIRD
 FX3355
 FX3355.The horizontal coordinates were established by classical geodetic methods
 FX3355.and adjusted by the National Geodetic Survey in September 1995..
 FX3355
 FX3355.The orthometric height was scaled from a topographic map.
 FX3355
 FX3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3355
 FX3355.The geoid height was determined by GEOID03.
 FX3355
 FX3355;                    North         East     Units Scale Factor Converg.
 FX3355;SPC VA S     - 1,058,681.914 3,690,391.904   MT  0.99998707   +1 17 44.3
 FX3355;SPC VA S     - 3,473,358.91 12,107,560.77   sFT  0.99998707   +1 17 44.3
 FX3355;UTM  18      - 4,078,294.923   378,274.693   MT  0.99978254   -0 49 07.4
 FX3355
 FX3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3355!SPC VA S     -   1.00000552  x   0.99998707  =   0.99999259
 FX3355!UTM  18      -   1.00000552  x   0.99978254  =   0.99978806
 FX3355
 FX3355:                Primary Azimuth Mark                     Grid Az
 FX3355:SPC VA S     -  PARK                                     030 31 20.2
 FX3355:UTM  18      -  PARK                                     032 38 11.9
 FX3355
 FX3355|---------------------------------------------------------------------|
 FX3355| PID    Reference Object                     Distance      Geod. Az  |
 FX3355|                                                           dddmmss.s |
 FX3355| FX3409 PARK                                APPROX. 0.9 KM 0314904.5 |
 FX3355| FX3477 WINDMILL WEST BRANCH                APPROX. 2.1 KM 0623243.9 |
 FX3355| FX3466 WAK USE 1929                         17.090 METERS 28742     |
 FX3355| DC8837 FILL RM 1                            26.125 METERS 29256     |
 FX3355|---------------------------------------------------------------------|
 FX3355
 FX3355                          SUPERSEDED SURVEY CONTROL
 FX3355
 FX3355  NAD 83(1986)-  36 50 33.80476(N)    076 21 54.84414(W) AD(       ) 3
 FX3355  NAD 27      -  36 50 33.28600(N)    076 21 56.01100(W) AD(       ) 3
 FX3355
 FX3355.Superseded values are not recommended for survey control.
 FX3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3355.See file dsdata.txt to determine how the superseded data were derived.
 FX3355
 FX3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7827578295(NAD 83)
 FX3355_MARKER: DS = TRIANGULATION STATION DISK
 FX3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3355
 FX3355  HISTORY     - Date     Condition        Report By
 FX3355  HISTORY     - 1929     MONUMENTED       CGS
 FX3355  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX3355  HISTORY     - 1963     MARK NOT FOUND   USGS
 FX3355  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FX3355
 FX3355                          STATION DESCRIPTION
 FX3355
 FX3355'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3355'STATION IS AT THE NE END OF THE CHURCHLAND BRIDGE, IN THE
 FX3355'FILL ABOUT 1 METER FROM THE W EDGE OF THE ROAD.  THIS FILL
 FX3355'IS HELD IN PLACE BY A TIMBERED BULKHEAD AND THE STATION IS
 FX3355'IN THE SW CORNER OF THE FILL ABOUT 2 FEET FROM EACH SIDE OF THE
 FX3355'BULKHEAD.
 FX3355'
 FX3355'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 FX3355'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  REFERENCE
 FX3355'MARK NO. 1 IS NE OF THE STATION AND IS LOCATED ABOUT 1 FOOT
 FX3355'OFF THE W EDGE OF THE ROAD.  A U.S.E.D. STATION WAK SET IN
 FX3355'AN 8- BY 8-INCH CONCRETE MONUMENT WAS USED AS REFERENCE MARK
 FX3355'NO. 2.
 FX3355
 FX3355                          STATION RECOVERY (1954)
 FX3355
 FX3355'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3355'SITE OF STATION BADLY ERODED AND WASHED.  A 15 MINUTES SEARCH
 FX3355'BY 2 MEN FAILED TO RECOVER, PRESUMED LOST.
 FX3355
 FX3355                          STATION RECOVERY (1963)
 FX3355
 FX3355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FX3355'DESTROYED.
 FX3355
 FX3355                          STATION RECOVERY (2001)
 FX3355
 FX3355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FX3355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4697 ***********************************************************************
 GV4697  DESIGNATION -  FILLBATES 2
 GV4697  PID         -  GV4697
 GV4697  STATE/COUNTY-  VA/NEW KENT
 GV4697  USGS QUAD   -  TOANO (1986)
 GV4697
 GV4697                         *CURRENT SURVEY CONTROL
 GV4697  ___________________________________________________________________
 GV4697* NAD 83(1993)-  37 29 25.93207(N)    076 46 56.78169(W)     ADJUSTED  
 GV4697* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 GV4697  ___________________________________________________________________
 GV4697  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 GV4697  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 GV4697
 GV4697  HORZ ORDER  -  THIRD
 GV4697
 GV4697.The horizontal coordinates were established by classical geodetic methods
 GV4697.and adjusted by the National Geodetic Survey in September 1995..
 GV4697
 GV4697.The orthometric height was scaled from a topographic map.
 GV4697
 GV4697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4697
 GV4697.The geoid height was determined by GEOID03.
 GV4697
 GV4697;                    North         East     Units Scale Factor Converg.
 GV4697;SPC VA S     - 1,129,802.653 3,651,878.904   MT  0.99994770   +1 02 32.7
 GV4697;SPC VA S     - 3,706,694.20 11,981,206.04   sFT  0.99994770   +1 02 32.7
 GV4697;UTM  18      - 4,150,783.520   342,423.521   MT  0.99990586   -1 05 06.3
 GV4697
 GV4697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4697!SPC VA S     -   1.00000518  x   0.99994770  =   0.99995288
 GV4697!UTM  18      -   1.00000518  x   0.99990586  =   0.99991104
 GV4697
 GV4697:                Primary Azimuth Mark                     Grid Az
 GV4697:SPC VA S     -  BROOKS FERRY LARGE HOUSE CHIM            001 29 19.3
 GV4697:UTM  18      -  BROOKS FERRY LARGE HOUSE CHIM            003 36 58.3
 GV4697
 GV4697|---------------------------------------------------------------------|
 GV4697| PID    Reference Object                     Distance      Geod. Az  |
 GV4697|                                                           dddmmss.s |
 GV4697| GV4796 BROOKS FERRY LARGE HOUSE CHIM       APPROX. 4.4 KM 0023152.0 |
 GV4697| GV4826 GOFF POINT 2                        APPROX. 2.7 KM 0042406.4 |
 GV4697| GV4695 FILLBATES CREEK FLATS LIGHT         APPROX. 0.7 KM 0060223.7 |
 GV4697| GV4696 FILLBATES FLAT BEACON               APPROX. 0.5 KM 0182254.7 |
 GV4697| GV4692 BELL ROCK LIGHTHOUSE                APPROX. 3.0 KM 1041537.5 |
 GV4697| GV4705 WATCH BOX BELOW FILLBATES           APPROX. 0.9 KM 1093819.1 |
 GV4697| DC9414 FILLBATES 2 RM 1 CEM BLOC            22.080 METERS 20616     |
 GV4697| DC9415 FILLBATES 2 RM 2 SPIKE               18.178 METERS 26218     |
 GV4697| GV4858 RAILROAD WATER TANK                 APPROX. 4.5 KM 3402644.8 |
 GV4697| GV4872 WEATHER TOWER                       APPROX. 4.2 KM 3473045.4 |
 GV4697| GV4876 WEST POINT HOTEL NE CUPOLA          APPROX. 4.2 KM 3473953.5 |
 GV4697| GV4879 WEST POINT VENEER WORKS STACK       APPROX. 4.9 KM 3483932.2 |
 GV4697| GV4882 WEST PT MATTAPONI R BR NW END       APPROX. 5.4 KM 3542614.6 |
 GV4697| GV4797 BROOKS FERRY POLE                   APPROX. 4.3 KM 3590236.2 |
 GV4697|---------------------------------------------------------------------|
 GV4697
 GV4697                          SUPERSEDED SURVEY CONTROL
 GV4697
 GV4697  NAD 83(1993)-  37 29 25.93202(N)    076 46 56.78107(W) AD(       ) 3
 GV4697  NAD 83(1986)-  37 29 25.93400(N)    076 46 56.79721(W) AD(       ) 3
 GV4697  NAD 27      -  37 29 25.40700(N)    076 46 57.93200(W) AD(       ) 3
 GV4697
 GV4697.Superseded values are not recommended for survey control.
 GV4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4697.See file dsdata.txt to determine how the superseded data were derived.
 GV4697
 GV4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4242450784(NAD 83)
 GV4697_MARKER: I = METAL ROD
 GV4697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4697
 GV4697  HISTORY     - Date     Condition        Report By
 GV4697  HISTORY     - 1911     MONUMENTED       CGS
 GV4697  HISTORY     - 1918     GOOD             CGS
 GV4697  HISTORY     - 1932     GOOD             VACF
 GV4697  HISTORY     - 1937     GOOD             CGS
 GV4697  HISTORY     - 1951     GOOD             CGS
 GV4697  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4697  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4697  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4697
 GV4697                          STATION DESCRIPTION
 GV4697
 GV4697'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4697'STATION IS ON UPPER PART OF MARSHY GROUND 50 METERS BELOW
 GV4697'MOUTH OF FILLBATES CREEK, 11 METERS BACK FROM HIGH WATER AND
 GV4697'BUT A VERY LITTLE ABOVE IT ON FLAT SANDY AND MUCKY GROUND,
 GV4697'15 METERS FROM FOOT OF BANK, 11 FEET HIGH AT EDGE OF BRUSH.
 GV4697'
 GV4697'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES,
 GV4697'TOP STANDING 2 INCHES ABOVE SURFACE.  A TRIANGLE IS CAST
 GV4697'INTO UPPER END AND CENTER OF THIS MARKED BY END OF AN IRON
 GV4697'ROD.
 GV4697'
 GV4697'REFERENCE MARK NO. 1 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4697'WITH IRON ROD IN BRUSH ON TOP OF BANK ON EDGE OF FIELD, 2.7
 GV4697'METERS BACK FROM EDGE OF BANK, DISTANT (DIRECT MEASUREMENT)
 GV4697'22.080 METERS ON LINE 244 DEG 55 MIN 12.6 SEC TO RIGHT OF
 GV4697'LINE TO STATION BRICK 2.
 GV4697'
 GV4697'REFERENCE MARK NO. 2 IS SPIKE IN CENTER OF TRIANGLE CUT
 GV4697'20 INCHES ABOVE GROUND ON PINE TREE AT FOOT OF BANK, TREE IS
 GV4697'DISTANT (HORIZONTAL MEASUREMENT) 18.178 METERS ON LINE 300
 GV4697'DEG 57 MIN 37.6 SEC TO RIGHT OF STATION BRICK 2.
 GV4697
 GV4697                          STATION RECOVERY (1918)
 GV4697
 GV4697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (EBL)
 GV4697'NO DESCRIPTION AVAILABLE.  SIGNAL STANDING.  MARKED BY SPIKE
 GV4697'IN SQUARE CEMENT PIER, IN A TRIANGLE.  NO REFERENCE MARKS
 GV4697'LOOKED FOR.  SILT DEPOSITED ON POINT, WHICH IS S 40 METERS
 GV4697'FROM A SMALL CREEK.
 GV4697
 GV4697                          STATION RECOVERY (1932)
 GV4697
 GV4697'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1932
 GV4697'REFERENCE PINE STANDING, DID NOT LOOK FOR REFERENCE CONCRETE
 GV4697'BLOCK.  STATION EASILY LOCATED.
 GV4697
 GV4697                          STATION RECOVERY (1937)
 GV4697
 GV4697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HEF)
 GV4697'RECOVERED BY USE OF THE PROGRESS SKETCH, WITHOUT HAVING A
 GV4697'DESCRIPTION OF THE MARK.  A STRUCTURE BUILT BY F.E. RUEDIGER
 GV4697'IN 1932 WAS STILL STANDING OVER THE MARK.
 GV4697'
 GV4697'THE MARK, A SPIKE IN A TRIANGLE IN A SQUARE CEMENT PIER, IS
 GV4697'IN GOOD CONDITION.  THERE IS A LARGE PINE TREE JUST SE OF
 GV4697'MARSH ON THE POINT.
 GV4697
 GV4697                          STATION RECOVERY (1951)
 GV4697
 GV4697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4697'STATION NOT RECOVERED.  MADE CALCULATION FOR ANGLE AND DISTANCES
 GV4697'AND FOUND STATION TO BE WASHED AWAY.  RECOMMEND THAT STATION
 GV4697'BE CONSIDERED LOST.
 GV4697'
 GV4697'R.M. 1 RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GV4697'
 GV4697'R.M. 2 RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--THE
 GV4697'PINE TREE HAS DETERIORATED AND A ROTTING STUMP 2 FEET HIGH IS
 GV4697'LEFT.  THE TRIANGLE AND NAIL IN CENTER IS PLAINLY VISIBLE.
 GV4697
 GV4697                          STATION RECOVERY (2000)
 GV4697
 GV4697'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4697'MARK NOT FOUND.
 GV4697
 GV4697                          STATION RECOVERY (2001)
 GV4697
 GV4697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4697'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4697
 GV4697                          STATION RECOVERY (2005)
 GV4697
 GV4697'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4695 ***********************************************************************
 GV4695  DESIGNATION -  FILLBATES CREEK FLATS LIGHT
 GV4695  PID         -  GV4695
 GV4695  STATE/COUNTY-  VA/NEW KENT
 GV4695  USGS QUAD   -  TOANO (1986)
 GV4695
 GV4695                         *CURRENT SURVEY CONTROL
 GV4695  ___________________________________________________________________
 GV4695* NAD 83(1993)-  37 29 48.47549(N)    076 46 53.78793(W)     ADJUSTED  
 GV4695* NAVD 88     -                                                        
 GV4695  ___________________________________________________________________
 GV4695  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 GV4695  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 GV4695
 GV4695  HORZ ORDER  -  THIRD
 GV4695
 GV4695.The horizontal coordinates were established by classical geodetic methods
 GV4695.and adjusted by the National Geodetic Survey in September 1995..
 GV4695
 GV4695
 GV4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4695
 GV4695.The geoid height was determined by GEOID03.
 GV4695
 GV4695;                    North         East     Units Scale Factor Converg.
 GV4695;SPC VA S     - 1,130,498.847 3,651,939.782   MT  0.99994794   +1 02 34.6
 GV4695;SPC VA S     - 3,708,978.30 11,981,405.77   sFT  0.99994794   +1 02 34.6
 GV4695;UTM  18      - 4,151,476.944   342,510.200   MT  0.99990552   -1 05 05.0
 GV4695
 GV4695                          SUPERSEDED SURVEY CONTROL
 GV4695
 GV4695  NAD 83(1993)-  37 29 48.47051(N)    076 46 53.78811(W) AD(       ) 4
 GV4695  NAD 83(1986)-  37 29 48.47275(N)    076 46 53.80426(W) AD(       ) 4
 GV4695  NAD 27      -  37 29 44.34100(N)    076 46 55.41900(W) AD(       ) 3
 GV4695
 GV4695.Superseded values are not recommended for survey control.
 GV4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4695.See file dsdata.txt to determine how the superseded data were derived.
 GV4695
 GV4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4251051477(NAD 83)
 GV4695_MARKER: 14 = NAVIGATION LIGHT
 GV4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4695+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV4695
 GV4695  HISTORY     - Date     Condition        Report By
 GV4695  HISTORY     - 1937     FIRST OBSERVED   CGS
 GV4695  HISTORY     - 19960520 MARK NOT FOUND   USPSQD
 GV4695  HISTORY     - 20050307 GOOD             USPSQD
 GV4695
 GV4695                          STATION DESCRIPTION
 GV4695
 GV4695'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4696 ***********************************************************************
 GV4696  DESIGNATION -  FILLBATES FLAT BEACON
 GV4696  PID         -  GV4696
 GV4696  STATE/COUNTY-  VA/NEW KENT
 GV4696  USGS QUAD   -  TOANO (1986)
 GV4696
 GV4696                         *CURRENT SURVEY CONTROL
 GV4696  ___________________________________________________________________
 GV4696* NAD 83(1993)-  37 29 41.89000(N)    076 46 50.12621(W)     ADJUSTED  
 GV4696* NAVD 88     -                                                        
 GV4696  ___________________________________________________________________
 GV4696  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 GV4696  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 GV4696
 GV4696  HORZ ORDER  -  THIRD
 GV4696
 GV4696.The horizontal coordinates were established by classical geodetic methods
 GV4696.and adjusted by the National Geodetic Survey in September 1995..
 GV4696
 GV4696
 GV4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4696
 GV4696.The geoid height was determined by GEOID03.
 GV4696
 GV4696;                    North         East     Units Scale Factor Converg.
 GV4696;SPC VA S     - 1,130,297.500 3,652,033.405   MT  0.99994787   +1 02 36.8
 GV4696;SPC VA S     - 3,708,317.71 11,981,712.93   sFT  0.99994787   +1 02 36.8
 GV4696;UTM  18      - 4,151,272.269   342,596.279   MT  0.99990519   -1 05 02.6
 GV4696
 GV4696                          SUPERSEDED SURVEY CONTROL
 GV4696
 GV4696  NAD 83(1993)-  37 29 41.88936(N)    076 46 50.12582(W) AD(       ) 4
 GV4696  NAD 83(1986)-  37 29 41.89126(N)    076 46 50.14200(W) AD(       ) 4
 GV4696  NAD 27      -  37 29 41.36500(N)    076 46 51.27600(W) AD(       ) 3
 GV4696
 GV4696.Superseded values are not recommended for survey control.
 GV4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4696.See file dsdata.txt to determine how the superseded data were derived.
 GV4696
 GV4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG4259651272(NAD 83)
 GV4696_MARKER: 14 = NAVIGATION LIGHT
 GV4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4696+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 GV4696
 GV4696  HISTORY     - Date     Condition        Report By
 GV4696  HISTORY     - 1918     FIRST OBSERVED   CGS
 GV4696  HISTORY     - 1944     GOOD             CGS
 GV4696  HISTORY     - 1951     GOOD             CGS
 GV4696  HISTORY     - 19960520 MARK NOT FOUND   USPSQD
 GV4696  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4696  HISTORY     - 20010303 MARK NOT FOUND   NGS
 GV4696  HISTORY     - 20050307 GOOD             USPSQD
 GV4696
 GV4696                          STATION DESCRIPTION
 GV4696
 GV4696'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4696'THE STATION WAS RECOVERED IN GOOD CONDITION.
 GV4696
 GV4696                          STATION RECOVERY (1951)
 GV4696
 GV4696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 GV4696'NO PREVIOUS DESCRIPTION.  STATION IS IN GOOD CONDITION.  IT IS
 GV4696'S OF WEST POINT, NEAR THE S SHORE AND N OF STATION TERRAPIN 3, 1932.
 GV4696
 GV4696                          STATION RECOVERY (1996)
 GV4696
 GV4696'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV4696'MARK NOT FOUND.
 GV4696
 GV4696                          STATION RECOVERY (2000)
 GV4696
 GV4696'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4696'MARK NOT FOUND.
 GV4696
 GV4696                          STATION RECOVERY (2001)
 GV4696
 GV4696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4696'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4696
 GV4696                          STATION RECOVERY (2005)
 GV4696
 GV4696'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1519 ***********************************************************************
 GW1519  DESIGNATION -  FINCASTLE
 GW1519  PID         -  GW1519
 GW1519  STATE/COUNTY-  VA/BOTETOURT
 GW1519  USGS QUAD   -  DALEVILLE (1978)
 GW1519
 GW1519                         *CURRENT SURVEY CONTROL
 GW1519  ___________________________________________________________________
 GW1519* NAD 83(1993)-  37 29 41.18105(N)    079 52 37.06735(W)     ADJUSTED  
 GW1519* NAVD 88     -       404.304  (meters)    1326.45   (feet)  ADJUSTED  
 GW1519  ___________________________________________________________________
 GW1519  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GW1519  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1519  DYNAMIC HT  -         403.972 (meters)    1325.36  (feet)  COMP
 GW1519  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GW1519
 GW1519  HORZ ORDER  -  THIRD
 GW1519  VERT ORDER  -  SECOND    CLASS 0
 GW1519
 GW1519.The horizontal coordinates were established by classical geodetic methods
 GW1519.and adjusted by the National Geodetic Survey in September 1995..
 GW1519
 GW1519.The orthometric height was determined by differential leveling
 GW1519.and adjusted by the National Geodetic Survey in June 1991..
 GW1519
 GW1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1519
 GW1519.The geoid height was determined by GEOID03.
 GW1519
 GW1519.The dynamic height is computed by dividing the NAVD 88
 GW1519.geopotential number by the normal gravity value computed on the
 GW1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1519.degrees latitude (g = 980.6199 gals.).
 GW1519
 GW1519.The modeled gravity was interpolated from observed gravity values.
 GW1519
 GW1519;                    North         East     Units Scale Factor Converg.
 GW1519;SPC VA S     - 1,129,779.064 3,378,243.600   MT  0.99994786   -0 50 08.6
 GW1519;SPC VA S     - 3,706,616.81 11,083,454.21   sFT  0.99994786   -0 50 08.6
 GW1519;UTM  17      - 4,150,353.639   599,273.893   MT  0.99972139   +0 41 01.1
 GW1519
 GW1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1519!SPC VA S     -   0.99994164  x   0.99994786  =   0.99988950
 GW1519!UTM  17      -   0.99994164  x   0.99972139  =   0.99966305
 GW1519
 GW1519|---------------------------------------------------------------------|
 GW1519| PID    Reference Object                     Distance      Geod. Az  |
 GW1519|                                                           dddmmss.s |
 GW1519| GW1517 FINCASTLE RM 1                        8.077 METERS 13314     |
 GW1519| DC3385 FINCASTLE RM 2 AZIMUTH                             1483824.4 |
 GW1519| GW1518 FINCASTLE RM 3                       12.335 METERS 23631     |
 GW1519|---------------------------------------------------------------------|
 GW1519
 GW1519                          SUPERSEDED SURVEY CONTROL
 GW1519
 GW1519  NAD 83(1993)-  37 29 41.18136(N)    079 52 37.06679(W) AD(       ) 3
 GW1519  NAD 83(1986)-  37 29 41.18210(N)    079 52 37.08078(W) AD(       ) 3
 GW1519  NAD 27      -  37 29 40.70900(N)    079 52 37.92800(W) AD(       ) 3
 GW1519  NGVD 29 (??/??/92)  404.490  (m)         1327.06   (f) ADJ UNCH    2 0
 GW1519
 GW1519.Superseded values are not recommended for survey control.
 GW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1519.See file dsdata.txt to determine how the superseded data were derived.
 GW1519
 GW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9927450354(NAD 83)
 GW1519_MARKER: DS = TRIANGULATION STATION DISK
 GW1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1519_STAMPING: FINCASTLE 1934
 GW1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1519+STABILITY: SURFACE MOTION
 GW1519
 GW1519  HISTORY     - Date     Condition        Report By
 GW1519  HISTORY     - 1934     MONUMENTED       CGS
 GW1519  HISTORY     - 1964     GOOD             CGS
 GW1519  HISTORY     - 1964     GOOD             NGS
 GW1519  HISTORY     - 19960420 GOOD             USPSQD
 GW1519
 GW1519                          STATION DESCRIPTION
 GW1519
 GW1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW1519'STATION IS AT FINCASTLE, ON TOP OF KNOLL DIRECTLY BEHIND
 GW1519'AND S OF SCHOOL BUILDING AT FINCASTLE ON THE F.D. BOLTON
 GW1519'PLACE, NOW BELONGING TO HIS FOUR SONS, AND WHICH IS LOCALLY
 GW1519'KNOWN AS BOLTON HILL.  STATION IS ON HIGHEST GROUND BEHIND
 GW1519'AND W OF THE BOLTON HOME AND ABOUT 150 FEET FROM THE HOUSE.
 GW1519'
 GW1519'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 GW1519'SET IN CONCRETE.
 GW1519'
 GW1519'REFERENCE MARK NO. 1 IS S OF STATION, A STANDARD BRONZE DISK
 GW1519'WEDGED IN A DRILL HOLE IN ROCK OUTCROP ALMOST FLUSH WITH
 GW1519'THE SURFACE OF THE GROUND.
 GW1519'
 GW1519'REFERENCE MARK NO. 3 IS W OF STATION, A STANDARD BRONZE DISK
 GW1519'WEDGED IN DRILL HOLE IN ROCK OUTCROP ALMOST FLUSH WITH THE
 GW1519'SURFACE OF THE GROUND.
 GW1519'
 GW1519'REFERENCE MARK NO. 2 IS 0.2 MILE S OF STATION, A STANDARD
 GW1519'BRONZE DISK WEDGED IN DRILL HOLE IN ROCK OUTCROP ABOUT 2 BY 2
 GW1519'FEET AND PROTRUDING ABOUT 1 FOOT ABOVE GROUND SURFACE, ABOUT
 GW1519'80 YARDS ESE FROM E CORNER OF RED DAIRY BARN, PROPERTY OF
 GW1519'F.D. BOLTON ESTATE, AND ABOUT 10 FEET W OF FENCE LINE NEAR
 GW1519'BOTTOM OF HILL.
 GW1519
 GW1519                          STATION RECOVERY (1964)
 GW1519
 GW1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1519'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE BUSINESS
 GW1519'SECTION OF FINCASTLE, ON THE PROPERTY OF MR. H.E. PATRICKS
 GW1519'AND ON A KNOLL ABOUT 150 FEET WEST OF THE HOUSE.
 GW1519'
 GW1519'TO REACH THE STATION FROM THE POST OFFICE IN FINCASTLE, EAST
 GW1519'ON MAIN STREET FOR 0.1 MILE, TURN SOUTH ON CHURCH STREET
 GW1519'FOR 0.3 MILE TO THE TOP OF A HILL AND FARM DRIVEWAY ON THE
 GW1519'RIGHT, TURN INTO THE DRIVEWAY AND GO TO A GATE JUST WEST
 GW1519'OF HOUSE, ABOUT 0.05 MILE.  PASS THROUGH GATE AND GO ABOUT
 GW1519'100 FEET TO TOP OF KNOLL AND STATION MARK.
 GW1519'
 GW1519'THE STATION MARK IS 42 FEET SOUTHWEST OF A WELL CURB, 62
 GW1519'FEET NORTHWEST OF A WATER HYDRANT AND 39 FEET EAST OF LONE
 GW1519'TREE.  THE MARK IS A STANDARD DISK STAMPED FINCASTLE 1934
 GW1519'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 GW1519'4 INCHES.
 GW1519'
 GW1519'REFERENCE MARK NO. 3 IS 17 FEET SOUTH OF THE LONE TREE.  IT
 GW1519'IS A STANDARD REFERENCE DISK STAMPED FINCASTLE NO 3 1934
 GW1519'SET IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH THE GROUND.
 GW1519'
 GW1519'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE PASTURE FENCE,
 GW1519'36 FEET NORTH OF A WATER HYDRANT.  THE MARK IS A STANDARD
 GW1519'REFERENCE DISK STAMPED FINCASTLE NO 1 1934 SET IN A DRILL
 GW1519'HOLE IN A SMALL BOULDER FLUSH WITH THE GROUND.
 GW1519'
 GW1519'REFERENCE MARK NO. 2 IS 32 FEET WEST OF A WOVEN WIRE FENCE
 GW1519'AND 14 FEET NORTH OF ANOTHER WOVEN WIRE FENCE.  IT IS A
 GW1519'STANDARD REFERENCE DISK STAMPED FINCASTLE NO 2 1934 SET IN
 GW1519'A DRILL HOLE IN A BOULDER PROJECTING ABOUT 8 INCHES.
 GW1519'
 GW1519'TO REACH REFERENCE MARK NO. 2 FROM THE FARM DRIVEWAY, CONTINUE
 GW1519'SOUTH ON CHURCH STREET FOR 0.2 MILE TO A DAIRY BARN ON THE
 GW1519'LEFT, TURN INTO DRIVEWAY AND FOLLOW FOR 0.1 MILE PASSING THE
 GW1519'SECOND DAIRY BARN, TO A FENCE ON THE LEFT AND THE MARK ABOUT
 GW1519'40 FEET NORTH.
 GW1519'
 GW1519'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 GW1519
 GW1519                          STATION RECOVERY (1964)
 GW1519
 GW1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 GW1519'0.4 MI S FROM FINCASTLE.
 GW1519'FROM THE COURT HOUSE IN FINCASTLE GO EAST ON MAIN STREET TO CHURCH
 GW1519'STREET, THENCE SOUTH ON CHURCH STREET 0.3 MILE TO THE TOP OF
 GW1519'HILL AND DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO TO THE LEFT SIDE
 GW1519'OF A LARGE WHITE FARM HOUSE AND PASS THROUGH A WOOD GATE TO THE
 GW1519'STATION SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES,
 GW1519'100 FEET NORTH OF THE WOOD GATE, 42 FEET SOUTHWEST OF A WELL
 GW1519'CURB, 62 FEET NORTHWEST OF A WATER HYDRANT, 39 FEET EAST OF A LONE
 GW1519'APPLE TREE.
 GW1519
 GW1519                          STATION RECOVERY (1996)
 GW1519
 GW1519'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1517 ***********************************************************************
 GW1517  DESIGNATION -  FINCASTLE RM 1
 GW1517  PID         -  GW1517
 GW1517  STATE/COUNTY-  VA/BOTETOURT
 GW1517  USGS QUAD   -  DALEVILLE (1978)
 GW1517
 GW1517                         *CURRENT SURVEY CONTROL
 GW1517  ___________________________________________________________________
 GW1517* NAD 83(1986)-  37 29 40.     (N)    079 52 36.     (W)     SCALED    
 GW1517* NAVD 88     -       403.477  (meters)    1323.74   (feet)  ADJUSTED  
 GW1517  ___________________________________________________________________
 GW1517  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1517  DYNAMIC HT  -         403.145 (meters)    1322.65  (feet)  COMP
 GW1517  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GW1517
 GW1517  VERT ORDER  -  SECOND    CLASS 0
 GW1517
 GW1517.The horizontal coordinates were scaled from a topographic map and have
 GW1517.an estimated accuracy of +/- 6 seconds.
 GW1517
 GW1517.The orthometric height was determined by differential leveling
 GW1517.and adjusted by the National Geodetic Survey in June 1991..
 GW1517
 GW1517.The geoid height was determined by GEOID03.
 GW1517
 GW1517.The dynamic height is computed by dividing the NAVD 88
 GW1517.geopotential number by the normal gravity value computed on the
 GW1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1517.degrees latitude (g = 980.6199 gals.).
 GW1517
 GW1517.The modeled gravity was interpolated from observed gravity values.
 GW1517
 GW1517;                    North         East    Units  Estimated Accuracy
 GW1517;SPC VA S     - 1,129,740.    3,378,270.      MT  (+/- 180 meters Scaled)
 GW1517
 GW1517                          SUPERSEDED SURVEY CONTROL
 GW1517
 GW1517  NGVD 29 (??/??/92)  403.663  (m)         1324.35   (f) ADJ UNCH    2 0
 GW1517
 GW1517.Superseded values are not recommended for survey control.
 GW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1517.See file dsdata.txt to determine how the superseded data were derived.
 GW1517
 GW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB993503(NAD 83)
 GW1517_MARKER: DR = REFERENCE MARK DISK
 GW1517_SETTING: 80 = SET IN A BOULDER
 GW1517_SP_SET: BOULDER
 GW1517_STAMPING: FINCASTLE NO 1 1964
 GW1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1517+STABILITY: SURFACE MOTION
 GW1517
 GW1517  HISTORY     - Date     Condition        Report By
 GW1517  HISTORY     - 1934     MONUMENTED       CGS
 GW1517  HISTORY     - 19960420 GOOD             USPSQD
 GW1517
 GW1517                          STATION DESCRIPTION
 GW1517
 GW1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1517'0.4 MI S FROM FINCASTLE.
 GW1517'AT THE FINCASTLE STATION SITE-- 26.50 FEET SOUTH OF THE STATION,
 GW1517'60 FEET WEST OF A FENCE, 36 FEET NORTH OF A WATER HYDRANT, AND SET
 GW1517'IN THE TOP OF A SMALL BOULDER FLUSH WITH THE GROUND.
 GW1517
 GW1517                          STATION RECOVERY (1996)
 GW1517
 GW1517'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1518 ***********************************************************************
 GW1518  DESIGNATION -  FINCASTLE RM 3
 GW1518  PID         -  GW1518
 GW1518  STATE/COUNTY-  VA/BOTETOURT
 GW1518  USGS QUAD   -  DALEVILLE (1978)
 GW1518
 GW1518                         *CURRENT SURVEY CONTROL
 GW1518  ___________________________________________________________________
 GW1518* NAD 83(1986)-  37 29 40.     (N)    079 52 36.     (W)     SCALED    
 GW1518* NAVD 88     -       404.065  (meters)    1325.67   (feet)  ADJUSTED  
 GW1518  ___________________________________________________________________
 GW1518  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GW1518  DYNAMIC HT  -         403.733 (meters)    1324.58  (feet)  COMP
 GW1518  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 GW1518
 GW1518  VERT ORDER  -  SECOND    CLASS 0
 GW1518
 GW1518.The horizontal coordinates were scaled from a topographic map and have
 GW1518.an estimated accuracy of +/- 6 seconds.
 GW1518
 GW1518.The orthometric height was determined by differential leveling
 GW1518.and adjusted by the National Geodetic Survey in June 1991..
 GW1518
 GW1518.The geoid height was determined by GEOID03.
 GW1518
 GW1518.The dynamic height is computed by dividing the NAVD 88
 GW1518.geopotential number by the normal gravity value computed on the
 GW1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1518.degrees latitude (g = 980.6199 gals.).
 GW1518
 GW1518.The modeled gravity was interpolated from observed gravity values.
 GW1518
 GW1518;                    North         East    Units  Estimated Accuracy
 GW1518;SPC VA S     - 1,129,740.    3,378,270.      MT  (+/- 180 meters Scaled)
 GW1518
 GW1518                          SUPERSEDED SURVEY CONTROL
 GW1518
 GW1518  NGVD 29 (??/??/92)  404.252  (m)         1326.28   (f) ADJ UNCH    2 0
 GW1518
 GW1518.Superseded values are not recommended for survey control.
 GW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1518.See file dsdata.txt to determine how the superseded data were derived.
 GW1518
 GW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB993503(NAD 83)
 GW1518_MARKER: DR = REFERENCE MARK DISK
 GW1518_SETTING: 80 = SET IN A BOULDER
 GW1518_SP_SET: BOULDER
 GW1518_STAMPING: FINCASTLE NO 3 1964
 GW1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1518+STABILITY: SURFACE MOTION
 GW1518
 GW1518  HISTORY     - Date     Condition        Report By
 GW1518  HISTORY     - 1934     MONUMENTED       CGS
 GW1518  HISTORY     - 19960420 GOOD             USPSQD
 GW1518
 GW1518                          STATION DESCRIPTION
 GW1518
 GW1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GW1518'0.4 MI S FROM FINCASTLE.
 GW1518'AT THE FINCASTLE STATION SITE-- 40.47 FEET WEST OF THE STATION,
 GW1518'17 FEET SOUTH OF A LONE APPLE TREE AND SET IN THE TOP OF A
 GW1518'SMALL BOULDER FLUSH WITH THE GROUND.
 GW1518
 GW1518                          STATION RECOVERY (1996)
 GW1518
 GW1518'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3967 ***********************************************************************
 GV3967  DESIGNATION -  FIR
 GV3967  PID         -  GV3967
 GV3967  STATE/COUNTY-  VA/C OF HAMPTON
 GV3967  USGS QUAD   -  HAMPTON (1986)
 GV3967
 GV3967                         *CURRENT SURVEY CONTROL
 GV3967  ___________________________________________________________________
 GV3967* NAD 83(1993)-  37 06 09.33558(N)    076 16 07.15132(W)     ADJUSTED  
 GV3967* NAVD 88     -                                                        
 GV3967  ___________________________________________________________________
 GV3967  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 GV3967  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 GV3967
 GV3967  HORZ ORDER  -  THIRD
 GV3967
 GV3967.The horizontal coordinates were established by classical geodetic methods
 GV3967.and adjusted by the National Geodetic Survey in September 1995..
 GV3967
 GV3967
 GV3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3967
 GV3967.The geoid height was determined by GEOID03.
 GV3967
 GV3967;                    North         East     Units Scale Factor Converg.
 GV3967;SPC VA S     - 1,087,711.912 3,698,321.559   MT  0.99995603   +1 21 15.3
 GV3967;SPC VA S     - 3,568,601.50 12,133,576.65   sFT  0.99995603   +1 21 15.3
 GV3967;UTM  18      - 4,107,006.417   387,269.540   MT  0.99975655   -0 45 55.4
 GV3967
 GV3967                          SUPERSEDED SURVEY CONTROL
 GV3967
 GV3967  NAD 83(1986)-  37 06 09.33999(N)    076 16 07.18739(W) AD(       ) 4
 GV3967  NAD 27      -  37 06 08.81500(N)    076 16 08.39500(W) AD(       ) 3
 GV3967
 GV3967.Superseded values are not recommended for survey control.
 GV3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3967.See file dsdata.txt to determine how the superseded data were derived.
 GV3967
 GV3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8727007006(NAD 83)
 GV3967_MARKER: 14 = NAVIGATION LIGHT
 GV3967
 GV3967  HISTORY     - Date     Condition        Report By
 GV3967  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV3967
 GV3967                          STATION DESCRIPTION
 GV3967
 GV3967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV3967'THIS STATION IS A LIGHTED NAVIGATION BEACON, BACK RIVER 5, IN 10
 GV3967'FEET OF WATER, APPROXIMATELY 1.3 MILES ESE OF NORTHEND POINT.
 GV3967'IT IS A WHITE HOUSE ON A BLACK CYLINDRICAL BASE ESTABLISHED
 GV3967'IN 1912 AND REBUILT IN 1936.
 GV3967'
 GV3967'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 14 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5149 ***********************************************************************
 GV5149  DESIGNATION -  FIRE
 GV5149  PID         -  GV5149
 GV5149  STATE/COUNTY-  VA/KING WILLIAM
 GV5149  USGS QUAD   -  TUNSTALL (1984)
 GV5149
 GV5149                         *CURRENT SURVEY CONTROL
 GV5149  ___________________________________________________________________
 GV5149* NAD 83(1993)-  37 36 45.65280(N)    077 05 22.64597(W)     ADJUSTED  
 GV5149* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV5149  ___________________________________________________________________
 GV5149  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 GV5149  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GV5149
 GV5149  HORZ ORDER  -  THIRD
 GV5149
 GV5149.The horizontal coordinates were established by classical geodetic methods
 GV5149.and adjusted by the National Geodetic Survey in November 1994..
 GV5149
 GV5149.The orthometric height was scaled from a topographic map.
 GV5149
 GV5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5149
 GV5149.The geoid height was determined by GEOID03.
 GV5149
 GV5149;                    North         East     Units Scale Factor Converg.
 GV5149;SPC VA S     - 1,142,907.047 3,624,515.193   MT  0.99995453   +0 51 21.6
 GV5149;SPC VA S     - 3,749,687.54 11,891,430.26   sFT  0.99995453   +0 51 21.6
 GV5149;UTM  18      - 4,164,895.798   315,565.371   MT  1.00001900   -1 16 32.5
 GV5149
 GV5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5149!SPC VA S     -   1.00000486  x   0.99995453  =   0.99995939
 GV5149!UTM  18      -   1.00000486  x   1.00001900  =   1.00002386
 GV5149
 GV5149|---------------------------------------------------------------------|
 GV5149| PID    Reference Object                     Distance      Geod. Az  |
 GV5149|                                                           dddmmss.s |
 GV5149| DC5350 FIRE RM 3                            57.830 METERS 00221     |
 GV5149| GV5215 TRAP                                303.342 METERS 20158     |
 GV5149| DC5348 FIRE RM 1                            29.474 METERS 22929     |
 GV5149| GV5174 MIRE                                346.483 METERS 23921     |
 GV5149| DC5349 FIRE RM 2                            21.178 METERS 27218     |
 GV5149| GV5206 SIGN KEEP OUT                       208.249 METERS 31419     |
 GV5149|---------------------------------------------------------------------|
 GV5149
 GV5149                          SUPERSEDED SURVEY CONTROL
 GV5149
 GV5149  NAD 83(1986)-  37 36 45.65421(N)    077 05 22.66384(W) AD(       ) 3
 GV5149  NAD 27      -  37 36 45.09800(N)    077 05 23.66000(W) AD(       ) 3
 GV5149
 GV5149.Superseded values are not recommended for survey control.
 GV5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5149.See file dsdata.txt to determine how the superseded data were derived.
 GV5149
 GV5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1556564896(NAD 83)
 GV5149_MARKER: G = GLASS BOTTLE
 GV5149_SETTING: 0 = UNSPECIFIED SETTING
 GV5149
 GV5149  HISTORY     - Date     Condition        Report By
 GV5149  HISTORY     - 1912     MONUMENTED       CGS
 GV5149  HISTORY     - 19990402 MARK NOT FOUND   USPSQD
 GV5149  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 GV5149
 GV5149                          STATION DESCRIPTION
 GV5149
 GV5149'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV5149'STATION IS APPROXIMATELY 92 METERS ABOVE LANDING OR PIER ON
 GV5149'THE LEFT BANK OF THE PAMUNKEY RIVER DESCENDING, IN CULTIVATED
 GV5149'FIELD, 19 METERS BACK FROM TOP OF BANK ABOUT 35 FEET HIGH,
 GV5149'ABOUT 750 METERS FROM CHIMNEY OF HOUSE ON HILL BEARING 224
 GV5149'DEG 08 MIN 41 SEC TO RIGHT OF LINE TO STATION TRAP.
 GV5149'
 GV5149'STATION IS MARKED BY A NOZZLE OF A QUART BOTTLE SET 1 FOOT
 GV5149'BELOW THE SURFACE OF THE GROUND.
 GV5149'
 GV5149'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON 12-INCH
 GV5149'CATALPA TREE AT TOP OF HILL AND LEFT OF THE ROAD GOING DOWN
 GV5149'TO LANDING, DISTANT 29.474 METERS ON LINE 27 DEG 30 MIN
 GV5149'51 SEC TO RIGHT OF STATION TRAP.
 GV5149'
 GV5149'REFERENCE MARK NO. 2 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5149'STANDING 1-1/2 INCHES ABOVE SURFACE ON HIGHEST PART OF BANK AND
 GV5149'BETWEEN BANK AND ROAD, ON THE RIGHT OF ROAD LEADING DOWN TO
 GV5149'LANDING BEARING THE REGULATION BRASS DISK WITH ARROW AND
 GV5149'CROSS, DISTANT 21.178 METERS ON LINE 70 DEG 19 MIN 17 SEC
 GV5149'TO RIGHT OF STATION TRAP.
 GV5149'
 GV5149'REFERENCE MARK NO. 3 IS NAIL IN LARGE TRIANGLE CUT ON 30-INCH
 GV5149'OAK AT TOP OF BANK, DISTANT 57.830 METERS ON LINE 160 DEG
 GV5149'22 MIN 47 SEC TO RIGHT OF STATION TRAP.
 GV5149
 GV5149                          STATION RECOVERY (1999)
 GV5149
 GV5149'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5149'MARK NOT FOUND.
 GV5149
 GV5149                          STATION RECOVERY (2002)
 GV5149
 GV5149'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV5149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8409 ***********************************************************************
 HV8409  DESIGNATION -  FIRE
 HV8409  PID         -  HV8409
 HV8409  STATE/COUNTY-  VA/FAIRFAX
 HV8409  USGS QUAD   -  MANASSAS (1994)
 HV8409
 HV8409                         *CURRENT SURVEY CONTROL
 HV8409  ___________________________________________________________________
 HV8409* NAD 83(1993)-  38 51 07.21046(N)    077 22 35.36706(W)     ADJUSTED  
 HV8409* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 HV8409  ___________________________________________________________________
 HV8409  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 HV8409  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HV8409
 HV8409  HORZ ORDER  -  SECOND
 HV8409
 HV8409.The horizontal coordinates were established by classical geodetic methods
 HV8409.and adjusted by the National Geodetic Survey in November 1994..
 HV8409
 HV8409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8409
 HV8409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8409
 HV8409.The geoid height was determined by GEOID03.
 HV8409
 HV8409;                    North         East     Units Scale Factor Converg.
 HV8409;SPC VA N     - 2,132,168.825 3,597,521.328   MT  0.99995674   +0 42 04.3
 HV8409;SPC VA N     - 6,995,290.55 11,802,867.89   sFT  0.99995674   +0 42 04.3
 HV8409;UTM  18      - 4,303,037.176   293,774.759   MT  1.00012372   -1 29 28.8
 HV8409
 HV8409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8409!SPC VA N     -   0.99997957  x   0.99995674  =   0.99993631
 HV8409!UTM  18      -   0.99997957  x   1.00012372  =   1.00010329
 HV8409
 HV8409                          SUPERSEDED SURVEY CONTROL
 HV8409
 HV8409  NAD 83(1993)-  38 51 07.20972(N)    077 22 35.37218(W) AD(       ) 2
 HV8409  NAD 83(1986)-  38 51 07.20984(N)    077 22 35.37941(W) AD(       ) 2
 HV8409  NGVD 29 (01/12/90)  162.2    (m)          532.     (f) VERT ANG       
 HV8409
 HV8409.Superseded values are not recommended for survey control.
 HV8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8409.See file dsdata.txt to determine how the superseded data were derived.
 HV8409
 HV8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9377503037(NAD 83)
 HV8409_MARKER: DD = SURVEY DISK
 HV8409_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HV8409+WITH SETTING: PAVEMENT
 HV8409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8409+STABILITY: SURFACE MOTION
 HV8409
 HV8409  HISTORY     - Date     Condition        Report By
 HV8409  HISTORY     - 1969     MONUMENTED       VA-059
 HV8409  HISTORY     - 1977     GOOD             VA-059
 HV8409
 HV8409                          STATION DESCRIPTION
 HV8409
 HV8409'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8409'STATION IS 2.7 MILES WEST OF KAMP WASHINGTON, INTERSECTIONS OF ROUTES
 HV8409'50, 236.AND 29-211 IN THE CITY OF FAIRFAX.
 HV8409'
 HV8409'STATION IS ON SOUTH EAST CORNER OF TOP 65 FEET HIGH FIRE TRAINING
 HV8409'TOWER ON FAIRFAX COUNTY LANDFILL ADJACENT TO STATE PRISON CAMP 30.
 HV8409'
 HV8409'FROM KAMP WASHINGTON PROCEED WEST SOUTH WEST ON LEE HIGHWAY, ROUTE,
 HV8409'29-211 FOR 2.7 MILES TO WEST OX ROAD, ROUTE 608, THENCE NNE
 HV8409'0.5 MILES TO LANDFILL ENTRANCE AND TRAINING TOWER ON LEFT.  KEY TO
 HV8409'GATE MAY BE OBTAINED AT FIRE TRAINING CENTER, 1 STORY CINDER BLOCK
 HV8409'BUILDING APPROXIMATELY 1000 FEET NORTH EAST OF TOWER.
 HV8409'
 HV8409'STATION IS A FAIRFAX COUNTY STANDARD DISK STAMPED---FIRE 1969---
 HV8409
 HV8409                          STATION RECOVERY (1977)
 HV8409
 HV8409'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8409'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8409'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF3611 ***********************************************************************
 DF3611  HT_MOD      -  This is a Height Modernization Survey Station.
 DF3611  DESIGNATION -  FIRE STA 8
 DF3611  PID         -  DF3611
 DF3611  STATE/COUNTY-  VA/C OF ROANOKE
 DF3611  USGS QUAD   -  GARDEN CITY (1984)
 DF3611
 DF3611                         *CURRENT SURVEY CONTROL
 DF3611  ___________________________________________________________________
 DF3611* NAD 83(1993)-  37 14 49.62286(N)    079 56 50.58011(W)     ADJUSTED  
 DF3611* NAVD 88     -       295.53   (meters)     969.6    (feet)  GPS OBS   
 DF3611  ___________________________________________________________________
 DF3611  X           -     887,363.840 (meters)                     COMP
 DF3611  Y           -  -5,005,605.675 (meters)                     COMP
 DF3611  Z           -   3,839,419.383 (meters)                     COMP
 DF3611  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DF3611  ELLIP HEIGHT-         263.09  (meters)          (01/31/03) GPS OBS
 DF3611  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DF3611
 DF3611  HORZ ORDER  -  B
 DF3611  ELLP ORDER  -  FOURTH    CLASS I
 DF3611
 DF3611.The horizontal coordinates were established by GPS observations
 DF3611.and adjusted by the National Geodetic Survey in January 2003..
 DF3611
 DF3611.The orthometric height was determined by GPS observations and a
 DF3611.high-resolution geoid model using precise GPS observation and
 DF3611.processing techniques.
 DF3611
 DF3611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3611
 DF3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3611
 DF3611.The ellipsoidal height was determined by GPS observations
 DF3611.and is referenced to NAD 83.
 DF3611
 DF3611.The geoid height was determined by GEOID03.
 DF3611
 DF3611;                    North         East     Units Scale Factor Converg.
 DF3611;SPC VA S     - 1,102,391.021 3,371,595.878   MT  0.99994760   -0 52 42.4
 DF3611;SPC VA S     - 3,616,761.21 11,061,644.14   sFT  0.99994760   -0 52 42.4
 DF3611;UTM  17      - 4,122,805.551   593,355.141   MT  0.99970736   +0 38 13.7
 DF3611
 DF3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3611!SPC VA S     -   0.99995872  x   0.99994760  =   0.99990632
 DF3611!UTM  17      -   0.99995872  x   0.99970736  =   0.99966609
 DF3611
 DF3611                          SUPERSEDED SURVEY CONTROL
 DF3611
 DF3611.No superseded survey control is available for this station.
 DF3611
 DF3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9335522806(NAD 83)
 DF3611_MARKER: DD = SURVEY DISK
 DF3611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3611_STAMPING: FIRE STA 8
 DF3611_PROJECTION: RECESSED 4 CENTIMETERS
 DF3611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3611+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 DF3611
 DF3611  HISTORY     - Date     Condition        Report By
 DF3611  HISTORY     - 20000530 MONUMENTED       DEWDAV
 DF3611  HISTORY     - 20060309 GOOD             USPSQD
 DF3611
 DF3611                          STATION DESCRIPTION
 DF3611
 DF3611'DESCRIBED BY DEWBERRY DAVIS 2000
 DF3611'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) SOUTH OF THE CITY OF
 DF3611'ROANOKE AND ON THE
 DF3611'PROPERTY OF THE CITY OF ROANOKE'S FIRE STATION NO. 8 AT 2328 CRYSTAL
 DF3611'SPRINGS AVENUE SW.
 DF3611'TO REACH THE STATION FROM THE INTERSECTION OF STATE BUSINESS 220
 DF3611'(FRANKLIN ROAD) AND
 DF3611'STATE ROUTE 220, PROCEED SOUTH ON STATE BUSINESS 220 FOR 0.4 MILES TO
 DF3611'MCCLANAHAN
 DF3611'STREET, TURN LEFT ONTO MCCLANAHAN STREET AND PROCEED 0.4 MILES TO
 DF3611'CRYSTAL SPRINGS
 DF3611'AVENUE, TURN RIGHT ONTO CRYSTAL SPRINGS AVENUE AND PROCEED
 DF3611'APPROXIMATELY 0.2 MILES TO
 DF3611'FIRE STATION NO. 8 ON THE LEFT AND THE STATION ON THE LEFT.
 DF3611'THE STATION IS A BRASS DISK MONUMENT SET 0.13 FOOT BELOW THE SURFACE
 DF3611'IN CONCRETE, 40.0
 DF3611'FEET SOUTHEAST OF A PK NAIL IN APCO POLE NO. 302-A3-1164, 86.7 FEET
 DF3611'SOUTHWEST OF A PK NAIL IN
 DF3611'A 27 INCH MAPLE STUMP AND 86.2 FEET NORTHEAST OF A PK NAIL IN  A 25
 DF3611'INCH MAPLE.
 DF3611'
 DF3611'
 DF3611
 DF3611                          STATION RECOVERY (2006)
 DF3611
 DF3611'RECOVERY NOTE BY US POWER SQUADRON 2006
 DF3611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0670 ***********************************************************************
 GW0670  DESIGNATION -  FISH
 GW0670  PID         -  GW0670
 GW0670  STATE/COUNTY-  VA/NELSON
 GW0670  USGS QUAD   -  LOVINGSTON (1984)
 GW0670
 GW0670                         *CURRENT SURVEY CONTROL
 GW0670  ___________________________________________________________________
 GW0670* NAD 83(1993)-  37 50 45.33100(N)    078 48 26.20981(W)     ADJUSTED  
 GW0670* NAVD 88     -       210.245  (meters)     689.78   (feet)  ADJUSTED  
 GW0670  ___________________________________________________________________
 GW0670  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GW0670  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0670  DYNAMIC HT  -         210.094 (meters)     689.28  (feet)  COMP
 GW0670  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 GW0670
 GW0670  HORZ ORDER  -  SECOND
 GW0670  VERT ORDER  -  SECOND    CLASS 0
 GW0670
 GW0670.The horizontal coordinates were established by classical geodetic methods
 GW0670.and adjusted by the National Geodetic Survey in November 1994..
 GW0670
 GW0670.The orthometric height was determined by differential leveling
 GW0670.and adjusted by the National Geodetic Survey in June 1991..
 GW0670
 GW0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW0670
 GW0670.The geoid height was determined by GEOID03.
 GW0670
 GW0670.The dynamic height is computed by dividing the NAVD 88
 GW0670.geopotential number by the normal gravity value computed on the
 GW0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0670.degrees latitude (g = 980.6199 gals.).
 GW0670
 GW0670.The modeled gravity was interpolated from observed gravity values.
 GW0670
 GW0670;                    North         East     Units Scale Factor Converg.
 GW0670;SPC VA S     - 1,167,908.106 3,472,955.012   MT  0.99998019   -0 11 11.4
 GW0670;SPC VA S     - 3,831,711.84 11,394,186.57   sFT  0.99998019   -0 11 11.4
 GW0670;UTM  17      - 4,190,985.972   692,928.749   MT  1.00005847   +1 20 44.7
 GW0670
 GW0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW0670!SPC VA S     -   0.99997205  x   0.99998019  =   0.99995224
 GW0670!UTM  17      -   0.99997205  x   1.00005847  =   1.00003051
 GW0670
 GW0670|---------------------------------------------------------------------|
 GW0670| PID    Reference Object                     Distance      Geod. Az  |
 GW0670|                                                           dddmmss.s |
 GW0670| GW0671 FISH RM 1                             7.507 METERS 07655     |
 GW0670| GW2381 FISH 2                               79.591 METERS 11100     |
 GW0670| GW0669 FISH AZ MK                                         2363646.3 |
 GW0670| DC5351 FISH 2 AZ MK                                       2523841.5 |
 GW0670|---------------------------------------------------------------------|
 GW0670
 GW0670                          SUPERSEDED SURVEY CONTROL
 GW0670
 GW0670  NAD 83(1986)-  37 50 45.32670(N)    078 48 26.17650(W) AD(       ) 2
 GW0670  NAD 27      -  37 50 44.81703(N)    078 48 27.09798(W) AD(       ) 2
 GW0670  NGVD 29 (??/??/92)  210.426  (m)          690.37   (f) ADJ UNCH    2 0
 GW0670
 GW0670.Superseded values are not recommended for survey control.
 GW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0670.See file dsdata.txt to determine how the superseded data were derived.
 GW0670
 GW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9292990986(NAD 83)
 GW0670_MARKER: DE = TRAVERSE STATION DISK
 GW0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0670_STAMPING: FISH 1965
 GW0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0670+STABILITY: SURFACE MOTION
 GW0670
 GW0670  HISTORY     - Date     Condition        Report By
 GW0670  HISTORY     - 1965     MONUMENTED       CGS
 GW0670  HISTORY     - 1965     GOOD             CGS
 GW0670
 GW0670                          STATION DESCRIPTION
 GW0670
 GW0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 GW0670'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 GW0670'LOVINGSTON, 0.7 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 GW0670'29 AND STATE HIGHWAY 6, WHERE ROUTE 6 GOES NORTH.  THE STATION
 GW0670'IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY.
 GW0670'
 GW0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 GW0670'AND STATE HIGHWAY 6, WHERE ROUTE 6 GOES NORTH, THIS ABOUT
 GW0670'7 MILES NORTH OF LOVINGSTON, GO EASTERLY ON U.S. HIGHWAY
 GW0670'29 FOR 0.8 MILE TO COUNTY ROUTE 828 ON THE RIGHT AND THE
 GW0670'STATION ON THE LEFT.
 GW0670'
 GW0670'THE STATION MARK IS APPROXIMATE 50 FEET NORTH OF U.S. HIGHWAY
 GW0670'29 AND ABOUT 50 FEET HIGHER, 10.8 FEET SOUTH OF POWER POLE
 GW0670'NUMBER AG-90 AND 2.7 FEET SOUTHWEST OF A METAL WITNESS POST.
 GW0670'IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 GW0670'WHICH PROJECTS 3-INCHES AND STAMPED FISH 1965.  NOTE--THE
 GW0670'UNDERGROUND MARK IS STAMPED ROCKFISH.
 GW0670'
 GW0670'REFERENCE MARK NO. 1 IS 28 FEET EAST OF POWER POLE NUMBER
 GW0670'AG-90 AND 22.8 FEET EAST OF A METAL WITNESS POST.  IT IS
 GW0670'A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GW0670'3-INCHES AND STAMPED FISH NO 1 1965.
 GW0670'
 GW0670'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER LINE OF
 GW0670'U.S. HIGHWAY 29 AND 2.7 FEET NORTH OF A METAL WITNESS POST.
 GW0670'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GW0670'BEDROCK WHICH PROJECTS 4-FEET AND STAMPED FISH 1965.
 GW0670'
 GW0670'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 GW0670'ON U.S. HIGHWAY 29 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 GW0670'
 GW0670'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GW0670
 GW0670                          STATION RECOVERY (1965)
 GW0670
 GW0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 GW0670'7.8 MI NE FROM LOVINGSTON.
 GW0670'ABOUT 0.8 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 29 AND
 GW0670'STATE HIGHWAY 6, WHERE HIGHWAY 6 GOES NORTH, THIS ABOUT 7 MILES
 GW0670'NORTH OF LOVINGSTON, TO THE MARK SET IN THE TOP OF A CONCRETE
 GW0670'POST PROJECTING 3-INCHES ON THE TOP OF A HIGHWAY CUT, 50 FEET
 GW0670'NORTH OF THE CENTERLINE OF HIGHWAY AND COUNTY ROAD 828, 24.6 FEET
 GW0670'WEST OF RM 1, 10.8 FEET SOUTH OF POWER LINE POLE AG-90, 2.7 FEET
 GW0670'SOUTHWEST OF A METAL WITNESS SIGN AND IS ABOUT 50 FEET ABOVE THE
 GW0670'LEVEL OF THE HIGHWAY.  NOTE-- STATION IS ABOUT 7.2 MILES SOUTHWEST
 GW0670'OF COVESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0926 ***********************************************************************
 FW0926  DESIGNATION -  FISH
 FW0926  PID         -  FW0926
 FW0926  STATE/COUNTY-  VA/NORTHAMPTON
 FW0926  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0926
 FW0926                         *CURRENT SURVEY CONTROL
 FW0926  ___________________________________________________________________
 FW0926* NAD 83(1993)-  37 05 09.92678(N)    075 58 06.88053(W)     ADJUSTED  
 FW0926* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW0926  ___________________________________________________________________
 FW0926  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 FW0926  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 FW0926
 FW0926  HORZ ORDER  -  THIRD
 FW0926
 FW0926.The horizontal coordinates were established by classical geodetic methods
 FW0926.and adjusted by the National Geodetic Survey in September 1995..
 FW0926
 FW0926.The orthometric height was scaled from a topographic map.
 FW0926
 FW0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0926
 FW0926.The geoid height was determined by GEOID03.
 FW0926
 FW0926;                    North         East     Units Scale Factor Converg.
 FW0926;SPC VA S     - 1,086,553.992 3,725,035.259   MT  0.99995739   +1 32 11.0
 FW0926;SPC VA S     - 3,564,802.56 12,221,219.85   sFT  0.99995739   +1 32 11.0
 FW0926;UTM  18      - 4,104,861.559   413,915.875   MT  0.99969129   -0 35 02.8
 FW0926
 FW0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0926!SPC VA S     -   1.00000589  x   0.99995739  =   0.99996328
 FW0926!UTM  18      -   1.00000589  x   0.99969129  =   0.99969718
 FW0926
 FW0926:                Primary Azimuth Mark                     Grid Az
 FW0926:SPC VA S     -  CAPE CHARLES NEW CG STA SE COR           049 59 13.2
 FW0926:UTM  18      -  CAPE CHARLES NEW CG STA SE COR           052 06 27.0
 FW0926
 FW0926|---------------------------------------------------------------------|
 FW0926| PID    Reference Object                     Distance      Geod. Az  |
 FW0926|                                                           dddmmss.s |
 FW0926| FW0922 CAPE CHARLES NEW CG STA SE COR      APPROX. 6.8 KM 0513124.2 |
 FW0926| DC7297 FISH RM                              27.453 METERS 05349     |
 FW0926|---------------------------------------------------------------------|
 FW0926
 FW0926                          SUPERSEDED SURVEY CONTROL
 FW0926
 FW0926  NAD 83(1986)-  37 05 09.92970(N)    075 58 06.91905(W) AD(       ) 3
 FW0926  NAD 27      -  37 05 09.41600(N)    075 58 08.16500(W) AD(       ) 3
 FW0926
 FW0926.Superseded values are not recommended for survey control.
 FW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0926.See file dsdata.txt to determine how the superseded data were derived.
 FW0926
 FW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1391604862(NAD 83)
 FW0926_MARKER: DS = TRIANGULATION STATION DISK
 FW0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0926
 FW0926  HISTORY     - Date     Condition        Report By
 FW0926  HISTORY     - 1929     MONUMENTED       CGS
 FW0926  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW0926  HISTORY     - 1954     MARK NOT FOUND   CGS
 FW0926  HISTORY     - 1959     MARK NOT FOUND   CGS
 FW0926
 FW0926                          STATION DESCRIPTION
 FW0926
 FW0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (JS)
 FW0926'THIS STATION IS LOCATED ON THE SW POINT OF FISHERMAN ISLAND
 FW0926'ON A RIDGE MIDWAY BETWEEN CHESAPEAKE BAY AND A LAGOON.  STATION
 FW0926'IS ABOUT 300 METERS N OF A SMALL INLET BETWEEN FISHERMAN
 FW0926'AND ISAAC ISLANDS.
 FW0926'
 FW0926'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FW0926'UNDERGROUND MARK IS A BLOCK OF CONCRETE
 FW0926'BELOW THE GROUND CONTAINING A GLASS BOTTLE.
 FW0926'REFERENCE MARK IS A STANDARD BRONZE DISK SET
 FW0926'IN CONCRETE.
 FW0926'
 FW0926'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS
 FW0926'OR IN FEET.
 FW0926
 FW0926                          STATION RECOVERY (1934)
 FW0926
 FW0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0926'NO TRACE OF STATION OR REFERENCE MARK COULD BE FOUND AFTER
 FW0926'A THOROUGH SEARCH IN THE VICINITY.  THE SW PORTION OF FISHERMAN
 FW0926'ISLAND WAS BADLY WASHED IN THE STORM OF AUGUST, 1933, AND
 FW0926'IT IS PROBABLE THAT THE STATION WAS WASHED OUT OR COVERED
 FW0926'BY SHIFTING SAND.  THE INDEFINITE DESCRIPTION FOR THE STATION
 FW0926'MADE IT IMPOSSIBLE TO EVEN APPROXIMATE ITS EXACT LOCATION,
 FW0926'SO NO DIGGING WAS ATTEMPTED IN THE SEARCH.  IT IS POSSIBLE
 FW0926'THAT THE STATION COULD BE RECOVERED OR DEFINITELY PROVED
 FW0926'LOST BY USE OF A PLANE TABLE, WHICH WAS UNAVAILABLE ON THIS
 FW0926'PARTY.
 FW0926
 FW0926                          STATION RECOVERY (1954)
 FW0926
 FW0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0926'STATION DESTROYED.  THE BEACH IN THE VICINITY OF THIS STATION
 FW0926'HAS BEEN COMPLETELY WASHED AWAY.
 FW0926
 FW0926                          STATION RECOVERY (1959)
 FW0926
 FW0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0926'THE STATION MARK AND REFERENCE MARKS SHOULD BE CONSIDERED
 FW0926'AS BEING LOST.  A THOROUGH SEARCH WAS MADE AFTER A POSITION
 FW0926'WAS DETERMINED FOR FISH 2 AND AN ATTEMPT TO TRAVERSE BETWEEN
 FW0926'THE TWO STATIONS.  IT WAS FOUND THAT THE SHORE LINE IS NOW
 FW0926'APPROXIMATELY 500 FEET INLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3356 ***********************************************************************
 FX3356  DESIGNATION -  FISH
 FX3356  PID         -  FX3356
 FX3356  STATE/COUNTY-  VA/C OF NORFOLK
 FX3356  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX3356
 FX3356                         *CURRENT SURVEY CONTROL
 FX3356  ___________________________________________________________________
 FX3356* NAD 83(1993)-  36 51 32.02966(N)    076 18 34.51744(W)     ADJUSTED  
 FX3356* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3356  ___________________________________________________________________
 FX3356  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FX3356  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX3356
 FX3356  HORZ ORDER  -  THIRD
 FX3356
 FX3356.The horizontal coordinates were established by classical geodetic methods
 FX3356.and adjusted by the National Geodetic Survey in September 1995..
 FX3356
 FX3356.The orthometric height was scaled from a topographic map.
 FX3356
 FX3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3356
 FX3356.The geoid height was determined by GEOID03.
 FX3356
 FX3356;                    North         East     Units Scale Factor Converg.
 FX3356;SPC VA S     - 1,060,590.099 3,695,311.357   MT  0.99998454   +1 19 45.9
 FX3356;SPC VA S     - 3,479,619.35 12,123,700.68   sFT  0.99998454   +1 19 45.9
 FX3356;UTM  18      - 4,080,019.915   383,260.158   MT  0.99976789   -0 47 08.3
 FX3356
 FX3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3356!SPC VA S     -   1.00000553  x   0.99998454  =   0.99999007
 FX3356!UTM  18      -   1.00000553  x   0.99976789  =   0.99977342
 FX3356
 FX3356|---------------------------------------------------------------------|
 FX3356| PID    Reference Object                     Distance      Geod. Az  |
 FX3356|                                                           dddmmss.s |
 FX3356| DC8838 FISH RM 1                             5.900 METERS 03503     |
 FX3356| DC8839 FISH RM 2                             6.500 METERS 12850     |
 FX3356| FX3398 NORFOLK WAREHOUSE CORP TANK         APPROX. 0.6 KM 1345450.5 |
 FX3356| FX3380 LOVE                                APPROX. 2.8 KM 2731826.9 |
 FX3356| FX3460 TOWER 2 N AND W RAILROAD YD         APPROX. 2.0 KM 3335523.6 |
 FX3356| FX3284 TOWER 3 N AND W RAILROAD YD         APPROX. 2.2 KM 3435833.2 |
 FX3356| FX3192 CHIM                                APPROX. 2.1 KM 3551458.0 |
 FX3356|---------------------------------------------------------------------|
 FX3356
 FX3356                          SUPERSEDED SURVEY CONTROL
 FX3356
 FX3356  NAD 83(1986)-  36 51 32.03537(N)    076 18 34.55296(W) AD(       ) 3
 FX3356  NAD 27      -  36 51 31.51000(N)    076 18 35.75900(W) AD(       ) 3
 FX3356
 FX3356.Superseded values are not recommended for survey control.
 FX3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3356.See file dsdata.txt to determine how the superseded data were derived.
 FX3356
 FX3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8326080020(NAD 83)
 FX3356_MARKER: DS = TRIANGULATION STATION DISK
 FX3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3356
 FX3356  HISTORY     - Date     Condition        Report By
 FX3356  HISTORY     - 1929     MONUMENTED       CGS
 FX3356
 FX3356                          STATION DESCRIPTION
 FX3356
 FX3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 FX3356'STATION STANDS ABOUT 3 METERS SE OF AN OLD WOODEN BULKHEAD
 FX3356'AT THE NORTHERLY END OF THE PROPERTY OF THE MERRITT CHAPMAN
 FX3356'AND SCOTT WRECKING CORPORATION ON THE E SIDE OF THE ELIZABETH
 FX3356'RIVER.  A FORMER GARAGE IS 5 FEET TO THE E OF THE STATION.
 FX3356'THE GROUNDS AT PRESENT ARE USED BY A FERTILIZER COMPANY
 FX3356'TO STORE CRATES AND BOXES.
 FX3356'
 FX3356'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX3356'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 FX3356'
 FX3356'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS
 FX3356'BOTTLE AS DESCRIBED IN NOTE 7D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3969 ***********************************************************************
 GV3969  DESIGNATION -  FISH
 GV3969  PID         -  GV3969
 GV3969  STATE/COUNTY-  VA/C OF HAMPTON
 GV3969  USGS QUAD   -  HAMPTON (1986)
 GV3969
 GV3969                         *CURRENT SURVEY CONTROL
 GV3969  ___________________________________________________________________
 GV3969* NAD 83(1993)-  37 00 47.56885(N)    076 19 10.67506(W)     ADJUSTED  
 GV3969* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3969  ___________________________________________________________________
 GV3969  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 GV3969  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 GV3969
 GV3969  HORZ ORDER  -  THIRD
 GV3969
 GV3969.The horizontal coordinates were established by classical geodetic methods
 GV3969.and adjusted by the National Geodetic Survey in September 1995..
 GV3969
 GV3969.The orthometric height was scaled from a topographic map.
 GV3969
 GV3969.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3969
 GV3969.The geoid height was determined by GEOID03.
 GV3969
 GV3969;                    North         East     Units Scale Factor Converg.
 GV3969;SPC VA S     - 1,077,689.842 3,694,020.458   MT  0.99996440   +1 19 24.0
 GV3969;SPC VA S     - 3,535,720.76 12,119,465.45   sFT  0.99996440   +1 19 24.0
 GV3969;UTM  18      - 4,097,152.154   382,601.775   MT  0.99976978   -0 47 40.2
 GV3969
 GV3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3969!SPC VA S     -   1.00000581  x   0.99996440  =   0.99997021
 GV3969!UTM  18      -   1.00000581  x   0.99976978  =   0.99977559
 GV3969
 GV3969|---------------------------------------------------------------------|
 GV3969| PID    Reference Object                     Distance      Geod. Az  |
 GV3969|                                                           dddmmss.s |
 GV3969| DC9416 FISH RM 1                            48.630 METERS 05757     |
 GV3969| GV3943 BARRACKS                            APPROX. 1.0 KM 1483515.4 |
 GV3969| GV4009 N I                                 428.207 METERS 2460500.6 |
 GV3969| AJ3166 FISH RM 2                            56.040 METERS 25250     |
 GV3969|---------------------------------------------------------------------|
 GV3969
 GV3969                          SUPERSEDED SURVEY CONTROL
 GV3969
 GV3969  NAD 83(1986)-  37 00 47.57356(N)    076 19 10.71105(W) AD(       ) 3
 GV3969  NAD 27      -  37 00 47.04000(N)    076 19 11.91700(W) AD(       ) 3
 GV3969
 GV3969.Superseded values are not recommended for survey control.
 GV3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3969.See file dsdata.txt to determine how the superseded data were derived.
 GV3969
 GV3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8260297152(NAD 83)
 GV3969_MARKER: DS = TRIANGULATION STATION DISK
 GV3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3969
 GV3969  HISTORY     - Date     Condition        Report By
 GV3969  HISTORY     - 1945     MONUMENTED       CGS
 GV3969
 GV3969                          STATION DESCRIPTION
 GV3969
 GV3969'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (PCW)
 GV3969'LOCALITY - PHOEBUS.  THIS STATION IS ON THE N SHORE OF PHOEBUS
 GV3969'CHANNEL, APPROXIMATELY 500 FEET W OF THE NW END OF THE MILL CREEK
 GV3969'BRIDGE, 12 FEET FROM A HEDGEROW, AND 33 FEET FROM THE HIGH-WATER
 GV3969'LINE.  IT IS APPROXIMATELY 200 FEET W OF A DOCK AND OLD BULKHEAD.
 GV3969'IT IS A BRONZE DISK SET IN THE TOP OF AN 8- BY 8-INCH CONCRETE
 GV3969'POST PROJECTING JUST ABOVE THE GROUND.
 GV3969'
 GV3969'REFERENCE MARK 2 IS A 3-INCH PIPE DRIVEN IN THE GROUND AND
 GV3969'PROJECTING 3 FEET ABOVE THE SURFACE.  IT IS APPROXIMATELY 150
 GV3969'FEET W OF THE HEDGEROW AND 35 FEET FROM THE HIGH-WATER LINE.
 GV3969'
 GV3969'REFERENCE MARK 1 IS 65 FEET FROM THE HIGH-WATER LINE AND 15
 GV3969'FEET W OF THE LINE OF THE OLD BULKHEAD.  IT IS A BRONZE REFERENCE
 GV3969'DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3968 ***********************************************************************
 GV3968  DESIGNATION -  FISH 1906
 GV3968  PID         -  GV3968
 GV3968  STATE/COUNTY-  VA/C OF HAMPTON
 GV3968  USGS QUAD   -  HAMPTON (1986)
 GV3968
 GV3968                         *CURRENT SURVEY CONTROL
 GV3968  ___________________________________________________________________
 GV3968* NAD 83(1993)-  37 06 32.68991(N)    076 17 26.04760(W)     ADJUSTED  
 GV3968* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3968  ___________________________________________________________________
 GV3968  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 GV3968  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 GV3968
 GV3968  HORZ ORDER  -  THIRD
 GV3968
 GV3968.The horizontal coordinates were established by classical geodetic methods
 GV3968.and adjusted by the National Geodetic Survey in September 1995..
 GV3968
 GV3968.The orthometric height was scaled from a topographic map.
 GV3968
 GV3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3968
 GV3968.The geoid height was determined by GEOID03.
 GV3968
 GV3968;                    North         East     Units Scale Factor Converg.
 GV3968;SPC VA S     - 1,088,385.829 3,696,357.213   MT  0.99995552   +1 20 27.5
 GV3968;SPC VA S     - 3,570,812.51 12,127,131.96   sFT  0.99995552   +1 20 27.5
 GV3968;UTM  18      - 4,107,752.380   385,331.844   MT  0.99976198   -0 46 43.4
 GV3968
 GV3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3968!SPC VA S     -   1.00000564  x   0.99995552  =   0.99996116
 GV3968!UTM  18      -   1.00000564  x   0.99976198  =   0.99976762
 GV3968
 GV3968:                Primary Azimuth Mark                     Grid Az
 GV3968:SPC VA S     -  NEW                                      123 52 42.4
 GV3968:UTM  18      -  NEW                                      125 59 53.3
 GV3968
 GV3968|---------------------------------------------------------------------|
 GV3968| PID    Reference Object                     Distance      Geod. Az  |
 GV3968|                                                           dddmmss.s |
 GV3968| GV4010 NEW                                 APPROX. 1.2 KM 1251309.9 |
 GV3968| GV4040 RIP                                 APPROX. 1.3 KM 1972021.8 |
 GV3968| GV4036 POND                                APPROX. 1.6 KM 2783913.9 |
 GV3968| GV3962 COW 1                               APPROX. 1.4 KM 3224437.9 |
 GV3968| GV3921 PLUM 1906                           APPROX. 1.9 KM 3582730.0 |
 GV3968|---------------------------------------------------------------------|
 GV3968
 GV3968                          SUPERSEDED SURVEY CONTROL
 GV3968
 GV3968  NAD 83(1986)-  37 06 32.69443(N)    076 17 26.08352(W) AD(       ) 3
 GV3968  NAD 27      -  37 06 32.17000(N)    076 17 27.29200(W) AD(       ) 3
 GV3968
 GV3968.Superseded values are not recommended for survey control.
 GV3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3968.See file dsdata.txt to determine how the superseded data were derived.
 GV3968
 GV3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8533207752(NAD 83)
 GV3968
 GV3968  HISTORY     - Date     Condition        Report By
 GV3968  HISTORY     - 1906     MONUMENTED       CGS
 GV3968  HISTORY     - 1943     MARK NOT FOUND   CGS
 GV3968
 GV3968                          STATION DESCRIPTION
 GV3968
 GV3968'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3968'FOUNDATION OF FISH FACTORY NO LONGER IN EVIDENCE AND UNDOUBTEDLY
 GV3968'HAS BEEN WASHED AWAY.  DURING STORMS, HEAVY SEAS WASH ACROSS THE
 GV3968'NECK OF LAND, BUILDING UP THE BEACH AT SOME POINTS AND WASHING
 GV3968'THE BEACH AWAY AT OTHER.  IT IS BELIEVED TO BE IMPOSSIBLE TO
 GV3968'RECOVER THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0287 ***********************************************************************
 FW0287  DESIGNATION -  FISH 2
 FW0287  PID         -  FW0287
 FW0287  STATE/COUNTY-  VA/NORTHAMPTON
 FW0287  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0287
 FW0287                         *CURRENT SURVEY CONTROL
 FW0287  ___________________________________________________________________
 FW0287* NAD 83(1993)-  37 05 30.67113(N)    075 58 08.47313(W)     ADJUSTED  
 FW0287* NAVD 88     -         1.006  (meters)       3.30   (feet)  ADJUSTED  
 FW0287  ___________________________________________________________________
 FW0287  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FW0287  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 FW0287  DYNAMIC HT  -           1.005 (meters)       3.30  (feet)  COMP
 FW0287  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 FW0287
 FW0287  HORZ ORDER  -  FIRST
 FW0287  VERT ORDER  -  FIRST     CLASS I
 FW0287
 FW0287.The horizontal coordinates were established by classical geodetic methods
 FW0287.and adjusted by the National Geodetic Survey in September 1995..
 FW0287
 FW0287.The orthometric height was determined by differential leveling
 FW0287.and adjusted by the National Geodetic Survey in June 1991..
 FW0287
 FW0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0287
 FW0287.The geoid height was determined by GEOID03.
 FW0287
 FW0287.The dynamic height is computed by dividing the NAVD 88
 FW0287.geopotential number by the normal gravity value computed on the
 FW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0287.degrees latitude (g = 980.6199 gals.).
 FW0287
 FW0287.The modeled gravity was interpolated from observed gravity values.
 FW0287
 FW0287;                    North         East     Units Scale Factor Converg.
 FW0287;SPC VA S     - 1,087,192.178 3,724,978.799   MT  0.99995691   +1 32 10.0
 FW0287;SPC VA S     - 3,566,896.34 12,221,034.61   sFT  0.99995691   +1 32 10.0
 FW0287;UTM  18      - 4,105,501.227   413,883.077   MT  0.99969136   -0 35 04.0
 FW0287
 FW0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0287!SPC VA S     -   1.00000569  x   0.99995691  =   0.99996260
 FW0287!UTM  18      -   1.00000569  x   0.99969136  =   0.99969705
 FW0287
 FW0287:                Primary Azimuth Mark                     Grid Az
 FW0287:SPC VA S     -  CAPE CHARLES 77IST AN/FPS TWR            015 07 12.6
 FW0287:UTM  18      -  CAPE CHARLES 77IST AN/FPS TWR            017 14 26.6
 FW0287
 FW0287|---------------------------------------------------------------------|
 FW0287| PID    Reference Object                     Distance      Geod. Az  |
 FW0287|                                                           dddmmss.s |
 FW0287| FW0948 CAPE CHARLES 77IST AN/FPS TWR       APPROX. 4.7 KM 0163922.6 |
 FW0287| FW0946 CAPE CHARLES 77IST AN/FPS N TR      APPROX. 5.0 KM 0185038.4 |
 FW0287| FW0947 CAPE CHARLES 77IST AN/FPS S TR      APPROX. 5.0 KM 0190228.6 |
 FW0287| FW0939 CAPE CHARLES NEW LH 1887            APPROX. 6.5 KM 0581037.8 |
 FW0287| FW0938 CAPE CHARLES NEW LH ECC 1939        APPROX. 6.5 KM 0581041.2 |
 FW0287| DC7298 FISH 2 RM 1                          17.831 METERS 16722     |
 FW0287| FW0927 FISHERMAN ISLAND NAVY SHORAN        APPROX. 1.1 KM 3061432.9 |
 FW0287| DC7300 FISH 2 RM 3                          10.317 METERS 31052     |
 FW0287| DC7299 FISH 2 RM 2                          10.096 METERS 31100     |
 FW0287| FW0285 FEN                                 268.763 METERS 31414     |
 FW0287| FW0928 FISHERMAN ISLAND NAVY TANK          APPROX. 1.3 KM 3213230.7 |
 FW0287|---------------------------------------------------------------------|
 FW0287
 FW0287                          SUPERSEDED SURVEY CONTROL
 FW0287
 FW0287  NAD 83(1986)-  37 05 30.67469(N)    075 58 08.51106(W) AD(       ) 1
 FW0287  NAD 27      -  37 05 30.16024(N)    075 58 09.75873(W) AD(       ) 1
 FW0287  NGVD 29 (??/??/??)    1.259  (m)            4.13   (f) ADJUSTED    1 1
 FW0287
 FW0287.Superseded values are not recommended for survey control.
 FW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0287.See file dsdata.txt to determine how the superseded data were derived.
 FW0287
 FW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1388305501(NAD 83)
 FW0287_MARKER: DS = TRIANGULATION STATION DISK
 FW0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0287_STAMPING: FISH 2 1959
 FW0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0287+STABILITY: SURFACE MOTION
 FW0287
 FW0287  HISTORY     - Date     Condition        Report By
 FW0287  HISTORY     - 1959     MONUMENTED       CGS
 FW0287  HISTORY     - 1960     GOOD             CGS
 FW0287  HISTORY     - 1962     GOOD             CGS
 FW0287  HISTORY     - 1962     GOOD             CGS
 FW0287  HISTORY     - 1972     GOOD             NGS
 FW0287  HISTORY     - 1972     GOOD             NGS
 FW0287  HISTORY     - 1975     GOOD             NGS
 FW0287
 FW0287                          STATION DESCRIPTION
 FW0287
 FW0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0287'THE STATION IS LOCATED ON FISHERMAN ISLAND, ABOUT 0.7 MILE
 FW0287'SOUTHEAST OF THE MAIN BUILDINGS ON THE ISLAND, 0.2 MILE
 FW0287'NORTH OF THE SHORE LINE OF CHESAPEAKE BAY, 0.15 MILE SOUTHEAST
 FW0287'OF THE EAST EDGE OF A SALT WATER POND, AND 75 YARDS
 FW0287'SOUTH-SOUTHWEST OF A SMALL POND.
 FW0287'
 FW0287'THE REACH THE STATION FROM THE MAIN BUILDINGS ON FISHERMAN
 FW0287'ISLAND, GO EASTERLY ON A CONCRETE ROAD FOR 0.1 MILE TO THE
 FW0287'END OF THE CONCRETE ROAD.  CONTINUE SOUTHEAST AND SOUTH
 FW0287'ON A SAND ROAD FOR 0.25 MILE TO THE NORTHWEST EDGE OF A
 FW0287'SALT WATER POND.  TURN LEFT AND PACK SOUTHEAST ALONG THE
 FW0287'NORTH SIDE OF THE SALT WATER POND FOR ABOUT 0.15 MILE TO
 FW0287'THE NORTHEAST EDGE OF THE POND.  CONTINUE SOUTHEAST ALONG
 FW0287'A SAND RIDGE FOR ABOUT 0.15 MILE TO THE STATION.
 FW0287'
 FW0287'STATION MARKS ARE STANDARD DISKS STAMPED FISH 2 1959.  THE
 FW0287'SURFACE DISK IS SET IN CONCRETE AT THE CENTER OF A 6-INCH
 FW0287'TERRACOTTA PIPE WHICH PROJECTS 1 INCH.  IT IS 18 FEET SOUTH
 FW0287'OF THE CENTER OF A SAND RIDGE WHICH IS COVERED WITH BRUSH,
 FW0287'6 FEET NORTH OF THE NORTH EDGE OF A BRUSHLINE, 40 FEET SOUTHWEST
 FW0287'OF A 4-FOOT SAND DUNE AND ABOUT 600 FEET EAST OF THE EAST
 FW0287'EDGE OF A SMALL SALT WATER POND.  THE STATION MARK IS ABOUT
 FW0287'4 FEET LOWER IN ELEVATION THAN THE SAND RIDGES IN THE AREA.
 FW0287'A STANDARD METAL WITNESS POST WAS SET 3 FEET WEST OF THE
 FW0287'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 FW0287'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 FW0287'
 FW0287'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FISH NO 1
 FW0287'1959, IS SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA
 FW0287'PIPE WHICH PROJECTS 3 INCHES.  IT IS 15 FEET NORTH OF THE
 FW0287'NORTH EDGE OF A BRUSHLINE AND 10 FEET SOUTH OF THE CENTER
 FW0287'OF THE SAND RIDGE.
 FW0287'
 FW0287'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FISH NO 2
 FW0287'1959, IS SET IN CONCRETE AT THE CENTER OF A 4-INCH TERRACOTTA
 FW0287'PIPE WHICH PROJECTS 4 INCHES.  IT IS 16 FEET EAST OF THE
 FW0287'EAST EDGE OF A BRUSHLINE AND 10 FEET NORTHWEST OF THE NORTHWEST
 FW0287'EDGE OF A CLUMP OF BRUSH.
 FW0287'
 FW0287'NOTE--NO AZIMUTH MARK WAS ESTABLISHED.
 FW0287
 FW0287                          STATION RECOVERY (1960)
 FW0287
 FW0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CGS)
 FW0287'THE STATION IS LOCATED ON FISHERMAN ISLAND ABOUT 4 MILES
 FW0287'SOUTHWEST OF CAPE CHARLES LIGHTHOUSE 1887 AND ABOUT 1 MILE
 FW0287'SOUTHEAST OF FISHERMAN ISLAND, NAVY SHORAN TOWER.
 FW0287'
 FW0287'TO REACH THE STATION FROM THE WEST PIER, AT FISHERMAN ISLAND,
 FW0287'GO EAST PASSING THROUGH THE NAVY CAMP TO THE END OF A CONCRETE
 FW0287'ROAD, KEEP RIGHT, SOUTHEAST, AND GO 1 MILE FOLLOWING A SANDY
 FW0287'TRACK ROAD TO THE STATION.
 FW0287'
 FW0287'THE STATION IS 20 FEET WEST OF A TRACK ROAD AND IN A SMALL
 FW0287'CLUMP OF BUSHES.  IT IS A STANDARD DISK CEMENTED IN THE
 FW0287'TOP OF A 6-INCH TILE, WHICH IS EMBEDDED IN THE GROUND.  THE
 FW0287'DISK IS STAMPED FISH 2 1959 AND PROJECTS 2 INCHES.
 FW0287'
 FW0287'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE
 FW0287'TOP OF A 6-INCH TILE, WHICH IS EMBEDDED IN THE GROUND.  THE
 FW0287'DISK IS STAMPED FISH 2 NO 1 1959 AND PROJECTS 4 INCHES.
 FW0287'
 FW0287'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN THE
 FW0287'TOP OF A 6-INCH TILE, WHICH IS EMBEDDED IN THE GROUND.  THE
 FW0287'DISK IS STAMPED FISH 2 NO 2 1959 AND PROJECTS 4 INCHES.
 FW0287'
 FW0287'HEIGHT OF LIGHT ABOVE STATION MARK 3.1 METERS.
 FW0287
 FW0287                          STATION RECOVERY (1962)
 FW0287
 FW0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW0287'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FW0287
 FW0287                          STATION RECOVERY (1962)
 FW0287
 FW0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0287'THE STATION MARK AND REFERENCE MARK NUMBER 2 WAS RECOVERED
 FW0287'AS DESCRIBED.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED.
 FW0287'
 FW0287'THE DESCRIPTION OF TO REACH THE STATION WAS ADEQUATE BUT
 FW0287'IS SUBJECT TO CHANGE IN THE NEAR FUTURE DUE TO THE CONSTRUCTION
 FW0287'OF THE BRIDGE AND TUNNEL.
 FW0287'
 FW0287'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FISH 2 NO 3
 FW0287'1959, CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD WHICH
 FW0287'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 31.25
 FW0287'FEET NORTHWEST OF THE STANDARD METAL WITNESS POST AND MARKER
 FW0287'AND IS ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 FW0287'
 FW0287'HEIGHT OF LIGHT ABOVE STATION MARK 4.45 METERS.
 FW0287
 FW0287                          STATION RECOVERY (1972)
 FW0287
 FW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 FW0287'THE STATION AND RM 3 WERE RECOVERED AND IN GOOD CONDITION.  NO OTHER
 FW0287'MARKS COULD BE FOUND.  (RM 1 AND RM 2).
 FW0287'
 FW0287'THE STATION IS ON FISHERMAN ISLAND, ABOUT 2.75 MILES SOUTH ALONG
 FW0287'U. S. HIGHWAY 13 FROM THE NORTH TOLL PLAZA FOR THE CHESAPEAKE BAY
 FW0287'BRIDGE TUNNEL, THENCE 0.2 MILE NORTHEAST ALONG A SAND TRAIL, AT A
 FW0287'LARGE CLUMP OF WILD CHERRY TREES, ABOUT 300 FEET SOUTHEAST OF A
 FW0287'SMALL POND, 30 FEET SOUTH OF THE MOST WESTERLY ONE OF TWO CEDAR
 FW0287'TREES LOCATED IN THE CLUMP OF CHERRY TREES, 23.8 FEET
 FW0287'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FW0287'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  DISK IS
 FW0287'STAMPED FISH 2 1959.
 FW0287'
 FW0287'RM 3 IS 33.8 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 5 FEET
 FW0287'WEST OF A LONE 4 INCH CEDAR TREE, MOST WESTERLY ONE OF TWO CEDAR
 FW0287'TREES, AND IS A RM DISK ON THE TOP OF A COPPER COATED STEEL ROD
 FW0287'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS
 FW0287'STAMPED FISH 2 NO 3 1959.
 FW0287'
 FW0287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FISHERMANS
 FW0287'ISLAND.
 FW0287
 FW0287                          STATION RECOVERY (1972)
 FW0287
 FW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FW0287'AT FISHERMAN ISLAND.
 FW0287'ON FISHERMAN ISLAND, ABOUT 2.75 MILES SOUTH ALONG U.S. 13 FROM
 FW0287'THE NORTH TOLL PLAZA, THENCE 0.2 MILE NORTHEAST ALONG A SAND
 FW0287'TRAIL, AT A LARGE CLUMP OF CHERRY TREES, ABOUT 300 FEET SOUTHEAST
 FW0287'OF A SMALL POND, 30 FEET SOUTH OF THE MOST WESTERLY ONE OF 2
 FW0287'SMALL CEDAR TREES WHICH ARE LOCATED IN THE CLUMP OF CHERRY
 FW0287'TREES, 33.8 FEET SOUTHEAST OF FISH 2 RM 3 DESCRIBED, 23.8 FEET
 FW0287'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 FW0287'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 FW0287
 FW0287                          STATION RECOVERY (1975)
 FW0287
 FW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0287'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW0287'THE MARK NOW IS 2.5 FEET SOUTHEASTERLY OF THE OLD STEEL WITNESS POST
 FW0287'AND 1 FOOT SOUTHWESTERLY OF A NEW WITNESS THAT WAS SET AT THIS
 FW0287'TIME.
 FW0287'
 FW0287'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0287'CONDITION.  I NOTICED THIS MARK WAS STAMPED NO 1 INSTEAD OF NO 2 AS
 FW0287'DESCRIBED.  THIS MARK IS NOW 1 FOOT SOUTH OF A STEEL WITNESS POST.
 FW0287'
 FW0287'REFERENCE MARK NO 3 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW0287'CONDITION.  IT IS NOW 1 FOOT SOUTHEASTERLY OF A STEEL WITNESS POST.
 FW0287'
 FW0287'THIS STATION SITE IS ON PROPERTY OWNED BY THE U S GOVERNMENT, MANAGED
 FW0287'BY THE FISHERMANS U S WILDLIFE REFUGE, OFFICE IN VIRGINIA BEACH VA.,
 FW0287'PHONE 804-490-0505, ALSO THE SECURITY IS CONCTROLLED BY THE
 FW0287'CHESAPEAKE BAY BRIDGE AND TUNNEL PATROLMEN.  THEIR OFFICE IS LOCATED
 FW0287'AT THE NORTH OR SOUTH END OF THIS TOLL ROAD.
 FW0287'
 FW0287'FOR ME TO ENTER ON FISHERMANS ISLAND, FIRST I HAD TO CONTACT THE
 FW0287'WILDLIFE REFUGE OFFICE BY PHONE, INTURN THEY NOTIFIED THE SECURITY
 FW0287'PATROLMEN ON DUTY, FOR ME TO EXIT OFF OF THIS TOLL ROAD.
 FW0287'
 FW0287'TO REACH THIS STATION FROM THE NORTH END OF THIS TOLL ROAD, AT THE
 FW0287'SECURITY OFFICE AND TOLL BOOTH, GO SOUTHERLY FOLLOWING THE TOLL ROAD
 FW0287'FOR 1.9 MILES TO LOCKED GATES ON THE LEFT AND THE RIGHT.  TURN LEFT
 FW0287'PASSING THRU THE LOCKED GATE AND THIS IS THE END OF TRUCK TRAVEL
 FW0287'FOR ME AT THIS TIME.  A 4 WD VEHICLE COULD BE DRIVEN TO THIS
 FW0287'STATION SITE.  FROM HERE I WALKED SOUTHEASTERLY FOLLOWING A
 FW0287'SAND RIDGE FOR ABOUT 458 PACES TO THE STATION SITE AS IT IS
 FW0287'DESCRIBED IN THE PREVIOUS DESCRIPTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2381 ***********************************************************************
 GW2381  CBN         -  This is a Cooperative Base Network Control Station.
 GW2381  DESIGNATION -  FISH 2
 GW2381  PID         -  GW2381
 GW2381  STATE/COUNTY-  VA/NELSON
 GW2381  USGS QUAD   -  LOVINGSTON (1984)
 GW2381
 GW2381                         *CURRENT SURVEY CONTROL
 GW2381  ___________________________________________________________________
 GW2381* NAD 83(1993)-  37 50 44.40607(N)    078 48 23.17052(W)     ADJUSTED  
 GW2381* NAVD 88     -       205.9    (meters)     676.     (feet)  GPS OBS   
 GW2381  ___________________________________________________________________
 GW2381  X           -     978,986.493 (meters)                     COMP
 GW2381  Y           -  -4,947,159.715 (meters)                     COMP
 GW2381  Z           -   3,892,037.743 (meters)                     COMP
 GW2381  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 GW2381  ELLIP HEIGHT-         173.78  (meters)          (07/14/04) GPS OBS
 GW2381  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW2381
 GW2381  HORZ ORDER  -  B
 GW2381  ELLP ORDER  -  THIRD     CLASS II
 GW2381
 GW2381.The horizontal coordinates were established by GPS observations
 GW2381.and adjusted by the National Geodetic Survey in June 1994..
 GW2381
 GW2381.The orthometric height was determined by GPS observations and a
 GW2381.high-resolution geoid model.
 GW2381
 GW2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GW2381
 GW2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2381
 GW2381.The ellipsoidal height was determined by GPS observations
 GW2381.and is referenced to NAD 83.
 GW2381
 GW2381.The geoid height was determined by GEOID03.
 GW2381
 GW2381;                    North         East     Units Scale Factor Converg.
 GW2381;SPC VA S     - 1,167,879.348 3,473,029.224   MT  0.99998016   -0 11 09.5
 GW2381;SPC VA S     - 3,831,617.49 11,394,430.05   sFT  0.99998016   -0 11 09.5
 GW2381;UTM  17      - 4,190,959.206   693,003.710   MT  1.00005882   +1 20 46.5
 GW2381
 GW2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2381!SPC VA S     -   0.99997273  x   0.99998016  =   0.99995289
 GW2381!UTM  17      -   0.99997273  x   1.00005882  =   1.00003155
 GW2381
 GW2381|---------------------------------------------------------------------|
 GW2381| PID    Reference Object                     Distance      Geod. Az  |
 GW2381|                                                           dddmmss.s |
 GW2381| DC5352 FISH 2 RM 2                           7.653 METERS 20157     |
 GW2381| DC5351 FISH 2 AZ MK                                       2610256.0 |
 GW2381| GW0670 FISH                                 79.591 METERS 29100     |
 GW2381|---------------------------------------------------------------------|
 GW2381
 GW2381                          SUPERSEDED SURVEY CONTROL
 GW2381
 GW2381  ELLIP H (08/14/01)  173.79   (m)                       GP(       ) 4 1
 GW2381  ELLIP H (06/29/94)  173.82   (m)                       GP(       ) 4 1
 GW2381  NAD 83(1993)-  37 50 44.40609(N)    078 48 23.17053(W) AD(       ) B
 GW2381  ELLIP H (04/04/94)  173.82   (m)                       GP(       ) 4 1
 GW2381  NAD 83(1986)-  37 50 44.40152(N)    078 48 23.13690(W) AD(       ) 3
 GW2381  NAD 27      -  37 50 43.89180(N)    078 48 24.05849(W) AD(       ) 3
 GW2381  NGVD 29 (07/19/86)  206.6    (m)          678.     (f) VERT ANG       
 GW2381
 GW2381.Superseded values are not recommended for survey control.
 GW2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2381.See file dsdata.txt to determine how the superseded data were derived.
 GW2381
 GW2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB9300490959(NAD 83)
 GW2381_MARKER: DH = HORIZONTAL CONTROL DISK
 GW2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2381_SP_SET: CONCRETE POST
 GW2381_STAMPING: FISH 2 1975
 GW2381_MARK LOGO: NGS   
 GW2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2381+STABILITY: SURFACE MOTION
 GW2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2381+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 GW2381
 GW2381  HISTORY     - Date     Condition        Report By
 GW2381  HISTORY     - 1975     MONUMENTED       NGS
 GW2381  HISTORY     - 1975     GOOD             NGS
 GW2381  HISTORY     - 19930716 GOOD             NGS
 GW2381  HISTORY     - 20000224 GOOD             WOOLPT
 GW2381  HISTORY     - 20010516 GOOD             GEOMET
 GW2381
 GW2381                          STATION DESCRIPTION
 GW2381
 GW2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GW2381'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF LOVINGSTON, 0.7
 GW2381'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 6 AND ON THE RIGHT OF WAY
 GW2381'OF U.S. HIGHWAY 29.  STATION IS 16 FEET NORTHEAST OF UTILITY POLE,
 GW2381'15 FEET WEST OF HIGHWAY RIGHT OF WAY MARKER AND 7.5 FEET SOUTH OF
 GW2381'TOP EDGE OF CUT BANK.  MARK IS A STANDARD DISK SET FLUSH IN THE
 GW2381'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS
 GW2381'3 INCHES AND THE DISK IS STAMPED FISH 2 1975.
 GW2381'
 GW2381'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 GW2381'HIGHWAY 6, WHERE STATE HIGHWAY 6 GOES NORTH, ABOUT 7 MILES NORTH
 GW2381'OF LOVINGSTON GO EASTERLY ON U.S. HIGHWAY 29 FOR 0.8 MILE TO SIDE
 GW2381'ROAD RIGHT.  TURN RIGHT ON SECONDARY STATE ROAD 828 AND GO UP HILL
 GW2381'FOR 0.05 MILE TO POINT WHERE ROAD TURNS RIGHT AND STATION ON THE
 GW2381'LEFT NEAR THE HOME OF MR. R. L. SIMPSON.
 GW2381'
 GW2381'REFERENCE MARK NO. 2 IS 38 FEET NORTHEAST OF THE CENTERLINE OF
 GW2381'SECONDARY STATE ROAD 828 AND 18.5 FEET SOUTHEAST OF UTILITY POLE.
 GW2381'MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 GW2381'ABOUT 10 INCHES IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK
 GW2381'IS STAMPED FISH 2 NO 2 1975.
 GW2381'
 GW2381'AZIMUTH MARK IS 19 FEET SOUTH OF SOUTH EDGE OF CLEARING, 1.0 FOOT
 GW2381'SOUTH OF STEEL WITNESS POST AND ALONG CLEARED RIGHT OF WAY OF
 GW2381'UTILITY LINE.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 GW2381'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 3
 GW2381'INCHES AND THE DISK IS STAMPED FISH 2 AZ 1975.
 GW2381'
 GW2381'TO REACH AZ MK FROM JUNCTION OF U.S. HIGHWAY 29 AND SECONDARY STATE
 GW2381'ROAD 828 GO WEST ON DIRT ROAD LEADING TO SAWMILL FOR 0.15 MILE TO TOP
 GW2381'OF HILL.  TURN LEFT ALONG CLEARED RIGHT OF WAY FOR 0.1 MILE TO MARK ON
 GW2381'LEFT AS DESCRIBED.
 GW2381
 GW2381                          STATION RECOVERY (1975)
 GW2381
 GW2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GW2381'RECOVERED IN GOOD CONDITION.
 GW2381
 GW2381                          STATION RECOVERY (1993)
 GW2381
 GW2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GW2381'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 GW2381'LOVINGSTON, 0.7 MI (1.1 KM) EAST OF THE JUNCTION OF U.S. HIGHWAY 29
 GW2381'AND STATE HIGHWAY 6 NORTH.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 GW2381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 GW2381'HIGHWAY 6 NORTH, ABOUT 7.0 MI (11.3 KM) NORTH OF LOVINGSTON, GO
 GW2381'EASTERLY ON U.S. HIGHWAY 29 FOR 0.8 MI (1.3 KM) TO SECONDARY STATE
 GW2381'HIGHWAY 828, TURN RIGHT ON STATE HIGHWAY 828 AND GO UP HILL FOR 0.05
 GW2381'MI (0.08 KM) TO TOP OF GRADE AND HIGHWAY TURNS RIGHT AND THE STATION
 GW2381'ON THE LEFT.
 GW2381'LOCATED 18.2 M (59.7 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 GW2381'4.6 M (15.1 FT) WEST OF HIGHWAY RIGHT-OF-WAY MARKER, 2.3 M (7.5 FT)
 GW2381'SOUTH OF THE TOP EDGE OF BANK AND ABOUT 10 M (32.8 FT) ABOVE HIGHWAY.
 GW2381
 GW2381                          STATION RECOVERY (2000)
 GW2381
 GW2381'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (BJ)
 GW2381'RECOVERED AS DESCRIBED.
 GW2381
 GW2381                          STATION RECOVERY (2001)
 GW2381
 GW2381'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN)
 GW2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0286 ***********************************************************************
 FW0286  DESIGNATION -  FISH 2 RM 3
 FW0286  PID         -  FW0286
 FW0286  STATE/COUNTY-  VA/NORTHAMPTON
 FW0286  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0286
 FW0286                         *CURRENT SURVEY CONTROL
 FW0286  ___________________________________________________________________
 FW0286* NAD 83(1986)-  37 05 31.     (N)    075 58 08.     (W)     SCALED    
 FW0286* NAVD 88     -         1.800  (meters)       5.91   (feet)  ADJUSTED  
 FW0286  ___________________________________________________________________
 FW0286  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 FW0286  DYNAMIC HT  -           1.799 (meters)       5.90  (feet)  COMP
 FW0286  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 FW0286
 FW0286  VERT ORDER  -  FIRST     CLASS I
 FW0286
 FW0286.The horizontal coordinates were scaled from a topographic map and have
 FW0286.an estimated accuracy of +/- 6 seconds.
 FW0286
 FW0286.The orthometric height was determined by differential leveling
 FW0286.and adjusted by the National Geodetic Survey in June 1991..
 FW0286
 FW0286.The geoid height was determined by GEOID03.
 FW0286
 FW0286.The dynamic height is computed by dividing the NAVD 88
 FW0286.geopotential number by the normal gravity value computed on the
 FW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0286.degrees latitude (g = 980.6199 gals.).
 FW0286
 FW0286.The modeled gravity was interpolated from observed gravity values.
 FW0286
 FW0286;                    North         East    Units  Estimated Accuracy
 FW0286;SPC VA S     - 1,087,200.    3,724,990.      MT  (+/- 180 meters Scaled)
 FW0286
 FW0286                          SUPERSEDED SURVEY CONTROL
 FW0286
 FW0286  NGVD 29 (??/??/??)    2.054  (m)            6.74   (f) ADJUSTED    1 1
 FW0286
 FW0286.Superseded values are not recommended for survey control.
 FW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0286.See file dsdata.txt to determine how the superseded data were derived.
 FW0286
 FW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG138055(NAD 83)
 FW0286_MARKER: DR = REFERENCE MARK DISK
 FW0286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0286_SP_SET: DEPTH NOT KNOWN
 FW0286_STAMPING: FISH 2 NO 3 1959
 FW0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0286
 FW0286  HISTORY     - Date     Condition        Report By
 FW0286  HISTORY     - 1959     MONUMENTED       CGS
 FW0286  HISTORY     - 1972     GOOD             NGS
 FW0286
 FW0286                          STATION DESCRIPTION
 FW0286
 FW0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FW0286'AT FISHERMAN ISLAND.
 FW0286'ON FISHERMAN ISLAND, ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 13
 FW0286'FROM THE NORTH TOLL PLAZA, THENCE 0.2 MILE NORTHEAST ALONG A
 FW0286'SAND TRAIL, AT A LARGE CLUMP OF CHERRY TREES, ABOUT 300 FEET
 FW0286'SOUTHEAST OF A SMALL POND, 33.8 FEET NORTHWEST OF THE STATION
 FW0286'MARK DESCRIBED, 5 FEET WEST OF A LONE 4-INCH CEDAR TREE, (MOST
 FW0286'WESTERLY ONE OF TWO CEDAR TREES) AND IS A DISK ON THE TOP OF
 FW0286'A COPPER COATED STEEL ROD THAT PROJECTS 6 INCHES ABOVE THE
 FW0286'LEVEL OF THE GROUND.  THE DEPTH THE ROD WAS DRIVEN IS NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0669 ***********************************************************************
 GW0669  DESIGNATION -  FISH AZ MK
 GW0669  PID         -  GW0669
 GW0669  STATE/COUNTY-  VA/NELSON
 GW0669  USGS QUAD   -  LOVINGSTON (1984)
 GW0669
 GW0669                         *CURRENT SURVEY CONTROL
 GW0669  ___________________________________________________________________
 GW0669* NAD 83(1986)-  37 50 39.     (N)    078 48 38.     (W)     SCALED    
 GW0669* NAVD 88     -       182.318  (meters)     598.15   (feet)  ADJUSTED  
 GW0669  ___________________________________________________________________
 GW0669  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0669  DYNAMIC HT  -         182.188 (meters)     597.73  (feet)  COMP
 GW0669  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 GW0669
 GW0669  VERT ORDER  -  SECOND    CLASS 0
 GW0669
 GW0669.The horizontal coordinates were scaled from a topographic map and have
 GW0669.an estimated accuracy of +/- 6 seconds.
 GW0669
 GW0669.The orthometric height was determined by differential leveling
 GW0669.and adjusted by the National Geodetic Survey in June 1991..
 GW0669
 GW0669.The geoid height was determined by GEOID03.
 GW0669
 GW0669.The dynamic height is computed by dividing the NAVD 88
 GW0669.geopotential number by the normal gravity value computed on the
 GW0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0669.degrees latitude (g = 980.6199 gals.).
 GW0669
 GW0669.The modeled gravity was interpolated from observed gravity values.
 GW0669
 GW0669;                    North         East    Units  Estimated Accuracy
 GW0669;SPC VA S     - 1,167,710.    3,472,670.      MT  (+/- 180 meters Scaled)
 GW0669
 GW0669                          SUPERSEDED SURVEY CONTROL
 GW0669
 GW0669  NGVD 29 (??/??/92)  182.500  (m)          598.75   (f) ADJ UNCH    2 0
 GW0669
 GW0669.Superseded values are not recommended for survey control.
 GW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0669.See file dsdata.txt to determine how the superseded data were derived.
 GW0669
 GW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB926907(NAD 83)
 GW0669_MARKER: DZ = AZIMUTH MARK DISK
 GW0669_SETTING: 66 = SET IN ROCK OUTCROP
 GW0669_SP_SET: ROCK OUTCROP
 GW0669_STAMPING: FISH 1965
 GW0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GW0669+STABILITY: POSITION/ELEVATION WELL
 GW0669
 GW0669  HISTORY     - Date     Condition        Report By
 GW0669  HISTORY     - 1965     MONUMENTED       CGS
 GW0669  HISTORY     - 1986     GOOD             USPSQD
 GW0669
 GW0669                          STATION DESCRIPTION
 GW0669
 GW0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0669'7.6 MI NE FROM LOVINGSTON.
 GW0669'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION
 GW0669'OF U.S. HIGHWAY 29 AND STATE HIGHWAY 6, WHERE HIGHWAY 6 GOES
 GW0669'NORTH, THIS ABOUT 7 MILES NORTH OF LOVINGSTON, TO THE MARK SET IN
 GW0669'THE TOP OF AN OUTCROP OF BEDROCK, 26 FEET SOUTH OF THE CENTERLINE
 GW0669'OF HIGHWAY, 2.7 FEET NORTH OF A METAL WITNESS SIGN AND IS ABOUT
 GW0669'4 FEET ABOVE THE GROUND.
 GW0669
 GW0669                          STATION RECOVERY (1986)
 GW0669
 GW0669'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 GW0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3560 ***********************************************************************
 FX3560  DESIGNATION -  FISH HSE OFF HOFFLER CR N GAB
 FX3560  PID         -  FX3560
 FX3560  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3560  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3560
 FX3560                         *CURRENT SURVEY CONTROL
 FX3560  ___________________________________________________________________
 FX3560* NAD 83(1993)-  36 54 27.50320(N)    076 24 34.79977(W)     ADJUSTED  
 FX3560* NAVD 88     -                                                        
 FX3560  ___________________________________________________________________
 FX3560  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FX3560  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 FX3560
 FX3560  HORZ ORDER  -  THIRD
 FX3560
 FX3560.The horizontal coordinates were established by classical geodetic methods
 FX3560.and adjusted by the National Geodetic Survey in September 1995..
 FX3560
 FX3560
 FX3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3560
 FX3560.The geoid height was determined by GEOID03.
 FX3560
 FX3560;                    North         East     Units Scale Factor Converg.
 FX3560;SPC VA S     - 1,065,795.584 3,686,269.445   MT  0.99997740   +1 16 07.2
 FX3560;SPC VA S     - 3,496,697.68 12,094,035.67   sFT  0.99997740   +1 16 07.2
 FX3560;UTM  18      - 4,085,554.470   374,418.302   MT  0.99979429   -0 50 48.0
 FX3560
 FX3560                          SUPERSEDED SURVEY CONTROL
 FX3560
 FX3560  NAD 83(1986)-  36 54 27.50877(N)    076 24 34.83452(W) AD(       ) 4
 FX3560  NAD 27      -  36 54 26.98000(N)    076 24 36.03000(W) AD(       ) 3
 FX3560
 FX3560.Superseded values are not recommended for survey control.
 FX3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3560.See file dsdata.txt to determine how the superseded data were derived.
 FX3560
 FX3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7441885554(NAD 83)
 FX3560_MARKER: 81 = GABLE
 FX3560
 FX3560  HISTORY     - Date     Condition        Report By
 FX3560  HISTORY     - 1940     FIRST OBSERVED   CGS
 FX3560  HISTORY     - 1941     GOOD             CGS
 FX3560  HISTORY     - 1943     GOOD             CGS
 FX3560  HISTORY     - 1944     GOOD             CGS
 FX3560  HISTORY     - 1954     GOOD             AMS
 FX3560
 FX3560                          STATION DESCRIPTION
 FX3560
 FX3560'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (HCW)
 FX3560'AS NAMED.
 FX3560
 FX3560                          STATION RECOVERY (1941)
 FX3560
 FX3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3560'RECOVERED BY TOPOGRAPHER.  POSITION CHECKED BY TOPOGRAPHY, NOT
 FX3560'VISITED.
 FX3560
 FX3560                          STATION RECOVERY (1943)
 FX3560
 FX3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3560'STATION RECOVERED BUT NOT VISITED.  CHIMNEY ON FISH HOUSE IS
 FX3560'STATION MILES WATCH HOUSE, 1919.
 FX3560
 FX3560                          STATION RECOVERY (1944)
 FX3560
 FX3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3560'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 WITH FOLLOWING
 FX3560'ADDITIONS--
 FX3560'
 FX3560'THE HOUSE IS PAINTED RED AND THE GABLE IS ABOUT 15 FEET ABOVE
 FX3560'MEAN HIGH WATER.  THE CHIMNEY IS IRON AND LOCATED CLOSE TO S
 FX3560'GABLE AND IS THE STATION MILES WATCH HOUSE, 1919.
 FX3560
 FX3560                          STATION RECOVERY (1954)
 FX3560
 FX3560'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3560'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0925 ***********************************************************************
 FW0925  DESIGNATION -  FISH HYDRO
 FW0925  PID         -  FW0925
 FW0925  STATE/COUNTY-  VA/NORTHAMPTON
 FW0925  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0925
 FW0925                         *CURRENT SURVEY CONTROL
 FW0925  ___________________________________________________________________
 FW0925* NAD 83(1993)-  37 05 03.28174(N)    075 58 05.51943(W)     ADJUSTED  
 FW0925* NAVD 88     -                                                        
 FW0925  ___________________________________________________________________
 FW0925  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FW0925  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FW0925
 FW0925  HORZ ORDER  -  THIRD
 FW0925
 FW0925.The horizontal coordinates were established by classical geodetic methods
 FW0925.and adjusted by the National Geodetic Survey in September 1995..
 FW0925
 FW0925
 FW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0925
 FW0925.The geoid height was determined by GEOID03.
 FW0925
 FW0925;                    North         East     Units Scale Factor Converg.
 FW0925;SPC VA S     - 1,086,350.125 3,725,074.354   MT  0.99995755   +1 32 11.8
 FW0925;SPC VA S     - 3,564,133.70 12,221,348.11   sFT  0.99995755   +1 32 11.8
 FW0925;UTM  18      - 4,104,656.440   413,947.392   MT  0.99969122   -0 35 01.9
 FW0925
 FW0925                          SUPERSEDED SURVEY CONTROL
 FW0925
 FW0925  NAD 83(1986)-  37 05 03.28696(N)    075 58 05.55875(W) AD(       ) 4
 FW0925  NAD 27      -  37 05 02.76200(N)    075 58 06.80200(W) AD(       ) 3
 FW0925
 FW0925.Superseded values are not recommended for survey control.
 FW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0925.See file dsdata.txt to determine how the superseded data were derived.
 FW0925
 FW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1394704656(NAD 83)
 FW0925
 FW0925  HISTORY     - Date     Condition        Report By
 FW0925  HISTORY     - 1914     MONUMENTED       CGS
 FW0925  HISTORY     - 1954     MARK NOT FOUND   CGS
 FW0925  HISTORY     - 1955     MARK NOT FOUND   USGS
 FW0925
 FW0925                          STATION DESCRIPTION
 FW0925
 FW0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (OWF)
 FW0925'HYDROGRAPHIC STATION FISH IS LOCATED ON THE S POINT OF FISHERMAN
 FW0925'ISLAND, ON HIGHWATER MARK.  THE REFERENCE BLOCK OF CEMENT,
 FW0925'7 BY 7 BY 30 INCHES, WAS SET IN A GRASS MOUND, ON A LINE
 FW0925'MAKING AN ANGLE 44 DEG 51 MIN 00 SEC WITH TANK, AND 54.05
 FW0925'FEET DISTANT FROM STATION.
 FW0925
 FW0925                          STATION RECOVERY (1954)
 FW0925
 FW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EHK)
 FW0925'STATION DESTROYED.  THE BEACH IN THE VICINITY OF THIS STATION
 FW0925'HAS BEEN COMPLETELY WASHED AWAY.
 FW0925
 FW0925                          STATION RECOVERY (1955)
 FW0925
 FW0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FW0925'BELIEVE THIS STATION WASHED OUT DUE TO CHANGE IN SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0671 ***********************************************************************
 GW0671  DESIGNATION -  FISH RM 1
 GW0671  PID         -  GW0671
 GW0671  STATE/COUNTY-  VA/NELSON
 GW0671  USGS QUAD   -  LOVINGSTON (1984)
 GW0671
 GW0671                         *CURRENT SURVEY CONTROL
 GW0671  ___________________________________________________________________
 GW0671* NAD 83(1986)-  37 50 45.     (N)    078 48 26.     (W)     SCALED    
 GW0671* NAVD 88     -       210.262  (meters)     689.83   (feet)  ADJUSTED  
 GW0671  ___________________________________________________________________
 GW0671  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0671  DYNAMIC HT  -         210.112 (meters)     689.34  (feet)  COMP
 GW0671  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 GW0671
 GW0671  VERT ORDER  -  SECOND    CLASS 0
 GW0671
 GW0671.The horizontal coordinates were scaled from a topographic map and have
 GW0671.an estimated accuracy of +/- 6 seconds.
 GW0671
 GW0671.The orthometric height was determined by differential leveling
 GW0671.and adjusted by the National Geodetic Survey in June 1991..
 GW0671
 GW0671.The geoid height was determined by GEOID03.
 GW0671
 GW0671.The dynamic height is computed by dividing the NAVD 88
 GW0671.geopotential number by the normal gravity value computed on the
 GW0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0671.degrees latitude (g = 980.6199 gals.).
 GW0671
 GW0671.The modeled gravity was interpolated from observed gravity values.
 GW0671
 GW0671;                    North         East    Units  Estimated Accuracy
 GW0671;SPC VA S     - 1,167,900.    3,472,960.      MT  (+/- 180 meters Scaled)
 GW0671
 GW0671                          SUPERSEDED SURVEY CONTROL
 GW0671
 GW0671  NGVD 29 (??/??/92)  210.444  (m)          690.43   (f) ADJ UNCH    2 0
 GW0671
 GW0671.Superseded values are not recommended for survey control.
 GW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0671.See file dsdata.txt to determine how the superseded data were derived.
 GW0671
 GW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB929909(NAD 83)
 GW0671_MARKER: DR = REFERENCE MARK DISK
 GW0671_SETTING: 0 = UNSPECIFIED SETTING
 GW0671_STAMPING: FISH NO 1 1965
 GW0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW0671
 GW0671  HISTORY     - Date     Condition        Report By
 GW0671  HISTORY     - 1965     MONUMENTED       CGS
 GW0671
 GW0671                          STATION DESCRIPTION
 GW0671
 GW0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GW0671'7.8 MI NE FROM LOVINGSTON.
 GW0671'AT THE FISH STATION SITE, 8.2 MILES SOUTHWEST OF COVESVILLE, 28
 GW0671'FEET EAST OF POWERLINE POLE AG 90, 24.6 FEET EAST OF THE STATION,
 GW0671'22.8 FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT THE SAME
 GW0671'LEVEL AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3597 ***********************************************************************
 GV3597  DESIGNATION -  FISHBONE MSFC 1898
 GV3597  PID         -  GV3597
 GV3597  STATE/COUNTY-  VA/ACCOMACK
 GV3597  USGS QUAD   -  EWELL (1986)
 GV3597
 GV3597                         *CURRENT SURVEY CONTROL
 GV3597  ___________________________________________________________________
 GV3597* NAD 83(1993)-  37 53 04.81537(N)    076 00 12.83366(W)     ADJUSTED  
 GV3597* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3597  ___________________________________________________________________
 GV3597  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GV3597  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV3597
 GV3597  HORZ ORDER  -  THIRD
 GV3597
 GV3597.The horizontal coordinates were established by classical geodetic methods
 GV3597.and adjusted by the National Geodetic Survey in November 1994..
 GV3597
 GV3597.The orthometric height was scaled from a topographic map.
 GV3597
 GV3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3597
 GV3597.The geoid height was determined by GEOID03.
 GV3597
 GV3597;                    North         East     Units Scale Factor Converg.
 GV3597;SPC VA S     - 1,175,068.074 3,719,582.327   MT  0.99998606   +1 30 54.5
 GV3597;SPC VA S     - 3,855,202.51 12,203,329.68   sFT  0.99998606   +1 30 54.5
 GV3597;UTM  18      - 4,193,493.770   411,750.754   MT  0.99969592   -0 36 58.7
 GV3597
 GV3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3597!SPC VA S     -   1.00000554  x   0.99998606  =   0.99999160
 GV3597!UTM  18      -   1.00000554  x   0.99969592  =   0.99970146
 GV3597
 GV3597:                Primary Azimuth Mark                     Grid Az
 GV3597:SPC VA S     -  JAMES ISLAND LIGHTHOUSE                  039 03 14.5
 GV3597:UTM  18      -  JAMES ISLAND LIGHTHOUSE                  041 11 07.7
 GV3597
 GV3597|---------------------------------------------------------------------|
 GV3597| PID    Reference Object                     Distance      Geod. Az  |
 GV3597|                                                           dddmmss.s |
 GV3597| FW1360 JAMES ISLAND LIGHTHOUSE             APPROX.11.5 KM 0403409.0 |
 GV3597| GV3598 FISHBONE MSFC 1898 RM                10.080 METERS 19905     |
 GV3597|---------------------------------------------------------------------|
 GV3597
 GV3597                          SUPERSEDED SURVEY CONTROL
 GV3597
 GV3597  NAD 83(1993)-  37 53 04.81687(N)    076 00 12.84157(W) AD(       ) 3
 GV3597  NAD 83(1986)-  37 53 04.81675(N)    076 00 12.85900(W) AD(       ) 3
 GV3597  NAD 27      -  37 53 04.35500(N)    076 00 14.08100(W) AD(       ) 3
 GV3597
 GV3597.Superseded values are not recommended for survey control.
 GV3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3597.See file dsdata.txt to determine how the superseded data were derived.
 GV3597
 GV3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1175193494(NAD 83)
 GV3597
 GV3597  HISTORY     - Date     Condition        Report By
 GV3597  HISTORY     - 1898     MONUMENTED       CGS
 GV3597  HISTORY     - 1907     GOOD             MDSFC
 GV3597  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV3597  HISTORY     - 1961     MARK NOT FOUND   CGS
 GV3597
 GV3597                          STATION DESCRIPTION
 GV3597
 GV3597'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907
 GV3597'STATION IS ON THE WESTERN SIDE OF FISHBONE ISLAND, WHICH
 GV3597'LIES BETWEEN SMITH AND TANGIER ISLANDS, ON MARSH GROUND, ABOUT
 GV3597'15 YARDS FROM SHORE TO THE W, AND ABOUT HALFWAY BETWEEN THE
 GV3597'NORTHERN AND SOUTHERN EXTREMITIES OF THE ISLAND.  IT IS ABOUT
 GV3597'LEVEL WITH HIGH-WATER MARK, BUT THERE IS A SLIGHT ELEVATION
 GV3597'BETWEEN THE STATION AND THE SHORE, AND A SMALL SHANTY STANDS
 GV3597'ABOUT 20 YARDS TO THE SW.  THE CENTER WAS MARKED BY A NAIL
 GV3597'IN A 4- BY 4-INCH SCANTLING DRIVEN INTO THE GROUND, ITS
 GV3597'TOP FLUSH WITH THE SURFACE OF THE GROUND.  THE REFERENCE
 GV3597'MARK IS A HOLE IN THE CENTER OF THE TOP OF A MARYLAND SHELL
 GV3597'FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE CONCRETE
 GV3597'POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 INCHES.  THE
 GV3597'LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN TOP OF
 GV3597'POST.  IT IS SET 10.08 METERS (33.1 FEET) FROM THE STATION, IN
 GV3597'S 19 DEG 05 MIN W.  OTHER DISTANCES AND BEARINGS ARE AS
 GV3597'FOLLOWS-- NEAR CORNER OF SHANTY, 17.44 METERS (57.2 FEET),
 GV3597'S 20 DEG 24 MIN W.  PEAK OF HOUSE, 200 YARDS, N 30 DEG 06 MIN.
 GV3597'STOVEPIPE ON FLAT-ROOF SHANTY, 200 YARDS, N 37 DEG 15 MIN E.
 GV3597
 GV3597                          STATION RECOVERY (1942)
 GV3597
 GV3597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 GV3597'THIS STATION WAS THOROUGHLY SEARCHED FOR BY THREE MEN FOR
 GV3597'ONE HOUR, BUT NO TRACE OF THE STATION COULD BE FOUND.  IT
 GV3597'IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 GV3597'
 GV3597'THE REFERENCE MARK WAS FOUND LYING ON THE GROUND.  THE
 GV3597'REFERENCE MARK IS DESTROYED.
 GV3597
 GV3597                          STATION RECOVERY (1961)
 GV3597
 GV3597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFB)
 GV3597'THIS STATION WAS REPORTED LOST IN THE RECOVERY NOTE OF W.D.P.
 GV3597'IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3598 ***********************************************************************
 GV3598  DESIGNATION -  FISHBONE MSFC 1898 RM
 GV3598  PID         -  GV3598
 GV3598  STATE/COUNTY-  VA/ACCOMACK
 GV3598  USGS QUAD   -  EWELL (1986)
 GV3598
 GV3598                         *CURRENT SURVEY CONTROL
 GV3598  ___________________________________________________________________
 GV3598* NAD 83(1993)-  37 53 04.50640(N)    076 00 12.96852(W)     ADJUSTED  
 GV3598* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV3598  ___________________________________________________________________
 GV3598  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GV3598  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 GV3598
 GV3598  HORZ ORDER  -  THIRD
 GV3598
 GV3598.The horizontal coordinates were established by classical geodetic methods
 GV3598.and adjusted by the National Geodetic Survey in November 1994..
 GV3598
 GV3598.The orthometric height was scaled from a topographic map.
 GV3598
 GV3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3598
 GV3598.The geoid height was determined by GEOID03.
 GV3598
 GV3598;                    North         East     Units Scale Factor Converg.
 GV3598;SPC VA S     - 1,175,058.464 3,719,579.285   MT  0.99998605   +1 30 54.5
 GV3598;SPC VA S     - 3,855,170.98 12,203,319.70   sFT  0.99998605   +1 30 54.5
 GV3598;SPC MD       -    24,668.876   487,659.903   MT  1.00009819   +0 37 31.3
 GV3598;SPC MD       -    80,934.47  1,599,930.87   sFT  1.00009819   +0 37 31.3
 GV3598;UTM  18      - 4,193,484.283   411,747.357   MT  0.99969593   -0 36 58.8
 GV3598
 GV3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3598!SPC VA S     -   1.00000554  x   0.99998605  =   0.99999159
 GV3598!SPC MD       -   1.00000554  x   1.00009819  =   1.00010373
 GV3598!UTM  18      -   1.00000554  x   0.99969593  =   0.99970147
 GV3598
 GV3598                          SUPERSEDED SURVEY CONTROL
 GV3598
 GV3598  NAD 83(1993)-  37 53 04.50790(N)    076 00 12.97643(W) AD(       ) 3
 GV3598  NAD 83(1986)-  37 53 04.50778(N)    076 00 12.99386(W) AD(       ) 3
 GV3598  NAD 27      -  37 53 04.04600(N)    076 00 14.21600(W) AD(       ) 3
 GV3598
 GV3598.Superseded values are not recommended for survey control.
 GV3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3598.See file dsdata.txt to determine how the superseded data were derived.
 GV3598
 GV3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1174793484(NAD 83)
 GV3598_MARKER: Z = SEE DESCRIPTION
 GV3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GV3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV3598+STABILITY: SURFACE MOTION
 GV3598
 GV3598  HISTORY     - Date     Condition        Report By
 GV3598  HISTORY     - 1907     MONUMENTED       MDSFC
 GV3598
 GV3598                          STATION DESCRIPTION
 GV3598
 GV3598'DESCRIBED BY MARYLAND SHELL FISHERIES COMMISSION 1907
 GV3598'THE MARK IS A HOLE IN THE CENTER OF THE TOP OF A MARYLAND SHELL
 GV3598'FISH SURVEY STANDARD MONUMENT, AN 8-INCH SQUARE CONCRETE
 GV3598'POST 2 FEET LONG, WITH TOP PROJECTING ABOUT 4 INCHES.  THE
 GV3598'LETTERS M.S.F.C. AND U.S.C.S. ARE COUNTER-SUNK IN TOP OF
 GV3598'POST.  IT IS SET 10.08 METERS (33.1 FEET) FROM THE STATION FISHBONE ,
 GV3598'S 19 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8410 ***********************************************************************
 HV8410  DESIGNATION -  FISHER
 HV8410  PID         -  HV8410
 HV8410  STATE/COUNTY-  VA/FAIRFAX
 HV8410  USGS QUAD   -  FALLS CHURCH (1994)
 HV8410
 HV8410                         *CURRENT SURVEY CONTROL
 HV8410  ___________________________________________________________________
 HV8410* NAD 83(1993)-  38 54 00.80452(N)    077 10 10.40347(W)     ADJUSTED  
 HV8410* NAVD 88     -       114.2    (meters)     375.     (feet)  VERTCON   
 HV8410  ___________________________________________________________________
 HV8410  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HV8410  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HV8410
 HV8410  HORZ ORDER  -  SECOND
 HV8410
 HV8410.The horizontal coordinates were established by classical geodetic methods
 HV8410.and adjusted by the National Geodetic Survey in November 1994..
 HV8410
 HV8410.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8410
 HV8410.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8410
 HV8410.The geoid height was determined by GEOID03.
 HV8410
 HV8410;                    North         East     Units Scale Factor Converg.
 HV8410;SPC VA N     - 2,137,761.225 3,615,404.630   MT  0.99996053   +0 49 49.3
 HV8410;SPC VA N     - 7,013,638.29 11,861,540.02   sFT  0.99996053   +0 49 49.3
 HV8410;SPC MD       -   136,943.768   385,292.067   MT  0.99994994   -0 06 23.1
 HV8410;SPC MD       -   449,289.68  1,264,079.06   sFT  0.99994994   -0 06 23.1
 HV8410;UTM  18      - 4,307,941.796   311,861.128   MT  1.00003588   -1 21 46.1
 HV8410
 HV8410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8410!SPC VA N     -   0.99998708  x   0.99996053  =   0.99994761
 HV8410!SPC MD       -   0.99998708  x   0.99994994  =   0.99993702
 HV8410!UTM  18      -   0.99998708  x   1.00003588  =   1.00002296
 HV8410
 HV8410                          SUPERSEDED SURVEY CONTROL
 HV8410
 HV8410  NAD 83(1993)-  38 54 00.80343(N)    077 10 10.40554(W) AD(       ) 2
 HV8410  NAD 83(1986)-  38 54 00.80341(N)    077 10 10.41507(W) AD(       ) 2
 HV8410  NGVD 29 (01/12/90)  114.4    (m)          375.     (f) VERT ANG       
 HV8410
 HV8410.Superseded values are not recommended for survey control.
 HV8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8410.See file dsdata.txt to determine how the superseded data were derived.
 HV8410
 HV8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1186107942(NAD 83)
 HV8410_MARKER: DE = TRAVERSE STATION DISK
 HV8410_SETTING: 0 = UNSPECIFIED SETTING
 HV8410_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8410
 HV8410  HISTORY     - Date     Condition        Report By
 HV8410  HISTORY     - 1977     MONUMENTED       VA-059
 HV8410
 HV8410                          STATION DESCRIPTION
 HV8410
 HV8410'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (WTL)
 HV8410'THE STATION IS LOCATED 2.67 MILES FROM THE CENTER OF MCLEAN, 1.25
 HV8410'MILES FROM THE CITY OF FALLS CHURCH AND 3.56 MILES FROM TYSONS
 HV8410'CORNER. ALSO SEE FAIRFAX COUNTY TAX MAP 40-4.
 HV8410'
 HV8410'TO REACH THE STATION FROM THE MCLEAN VOLUNTEER FIRE DEPARTMENT
 HV8410'COMPANY 1 AT 1440 CHAIN BRIDGE, PROCEED IN A WESTERLY DIRECTION 0.4
 HV8410'MILES TO THE INTERSECTION WITH WESTMORELAND STREET ON THE LEFT. TURN
 HV8410'LEFT AND PROCEED FOR 2.3 MILES TO THE STATION ON THE LEFT.
 HV8410'
 HV8410'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8410'---FISHER 1977--- SET INTO A CONCRETE SIDEWALK FLUSH WITH THE SURFACE
 HV8410'LOCATED 27 FEET NE FROM CENTERLINE OF WESTMORELAND STREET.
 HV8410'
 HV8410'REFERENCE MARK NO. 01 IS A PK AND FLAGGING IN VEPCO POLE NO-95703
 HV8410'LOCATED 21 FEET NE FROM CENTERLINE OF WESTMORELAND STREET.
 HV8410'
 HV8410'REFERENCE MARK NO. 02 IS A P.K. NAIL SET INTO JOINT OF CURB LOCATED
 HV8410'21 FEET NE FROM CENTER LINE WESTMORELAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0927 ***********************************************************************
 FW0927  DESIGNATION -  FISHERMAN ISLAND NAVY SHORAN
 FW0927  PID         -  FW0927
 FW0927  STATE/COUNTY-  VA/NORTHAMPTON
 FW0927  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0927
 FW0927                         *CURRENT SURVEY CONTROL
 FW0927  ___________________________________________________________________
 FW0927* NAD 83(1993)-  37 05 51.63413(N)    075 58 44.17701(W)     ADJUSTED  
 FW0927* NAVD 88     -                                                        
 FW0927  ___________________________________________________________________
 FW0927  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FW0927  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FW0927
 FW0927  HORZ ORDER  -  THIRD
 FW0927
 FW0927.The horizontal coordinates were established by classical geodetic methods
 FW0927.and adjusted by the National Geodetic Survey in September 1995..
 FW0927
 FW0927
 FW0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0927
 FW0927.The geoid height was determined by GEOID03.
 FW0927
 FW0927;                    North         East     Units Scale Factor Converg.
 FW0927;SPC VA S     - 1,087,814.570 3,724,080.165   MT  0.99995643   +1 31 48.3
 FW0927;SPC VA S     - 3,568,938.30 12,218,086.34   sFT  0.99995643   +1 31 48.3
 FW0927;UTM  18      - 4,106,156.271   413,008.320   MT  0.99969322   -0 35 25.8
 FW0927
 FW0927                          SUPERSEDED SURVEY CONTROL
 FW0927
 FW0927  NAD 83(1986)-  37 05 51.63765(N)    075 58 44.21490(W) AD(       ) 4
 FW0927  NAD 27      -  37 05 51.12200(N)    075 58 45.45900(W) AD(       ) 3
 FW0927
 FW0927.Superseded values are not recommended for survey control.
 FW0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0927.See file dsdata.txt to determine how the superseded data were derived.
 FW0927
 FW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1300806156(NAD 83)
 FW0927_MARKER: 55 = TOWER
 FW0927
 FW0927  HISTORY     - Date     Condition        Report By
 FW0927  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0927  HISTORY     - 1962     GOOD             CGS
 FW0927  HISTORY     - 1969     GOOD             CGS
 FW0927  HISTORY     - 1975     GOOD             CGS
 FW0927
 FW0927                          STATION DESCRIPTION
 FW0927
 FW0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0927'STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE KIPTON BEACH
 FW0927'FERRY DOCK, ABOUT 1.5 MILES SOUTH OF WISE POINT AND ON THE
 FW0927'WEST SIDE OF FISHERMAN ISLAND.
 FW0927'
 FW0927'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, 200 FEET HIGH,
 FW0927'PAINTED ALTERNATE RED AND WHITE AND HAS AN ANTENNA ON TOP.
 FW0927'THE POINT INTERSECTED IS THE SHAFT THAT THE ANTENNA IS MOUNTED
 FW0927'ON.
 FW0927
 FW0927                          STATION RECOVERY (1962)
 FW0927
 FW0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW0927'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FW0927'CONDITION.
 FW0927
 FW0927                          STATION RECOVERY (1969)
 FW0927
 FW0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 FW0927'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.E.R. IN 1959.
 FW0927'TOWER IS 210 FEET HIGH.
 FW0927
 FW0927                          STATION RECOVERY (1975)
 FW0927
 FW0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975 (WER)
 FW0927'THIS INTERSECTION STATION WAS RECOVERED AND IT WAS FOUND TO BE IN
 FW0927'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0928 ***********************************************************************
 FW0928  DESIGNATION -  FISHERMAN ISLAND NAVY TANK
 FW0928  PID         -  FW0928
 FW0928  STATE/COUNTY-  VA/NORTHAMPTON
 FW0928  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0928
 FW0928                         *CURRENT SURVEY CONTROL
 FW0928  ___________________________________________________________________
 FW0928* NAD 83(1993)-  37 06 04.63592(N)    075 58 42.15315(W)     ADJUSTED  
 FW0928* NAVD 88     -                                                        
 FW0928  ___________________________________________________________________
 FW0928  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FW0928  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FW0928
 FW0928  HORZ ORDER  -  THIRD
 FW0928
 FW0928.The horizontal coordinates were established by classical geodetic methods
 FW0928.and adjusted by the National Geodetic Survey in September 1995..
 FW0928
 FW0928
 FW0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0928
 FW0928.The geoid height was determined by GEOID03.
 FW0928
 FW0928;                    North         East     Units Scale Factor Converg.
 FW0928;SPC VA S     - 1,088,216.559 3,724,119.418   MT  0.99995613   +1 31 49.6
 FW0928;SPC VA S     - 3,570,257.16 12,218,215.12   sFT  0.99995613   +1 31 49.6
 FW0928;UTM  18      - 4,106,556.427   413,062.406   MT  0.99969311   -0 35 24.8
 FW0928
 FW0928                          SUPERSEDED SURVEY CONTROL
 FW0928
 FW0928  NAD 83(1986)-  37 06 04.64054(N)    075 58 42.19187(W) AD(       ) 4
 FW0928  NAD 27      -  37 06 04.12400(N)    075 58 43.43600(W) AD(       ) 3
 FW0928
 FW0928.Superseded values are not recommended for survey control.
 FW0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0928.See file dsdata.txt to determine how the superseded data were derived.
 FW0928
 FW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1306206556(NAD 83)
 FW0928_MARKER: 53 = ELEVATED TANK
 FW0928
 FW0928  HISTORY     - Date     Condition        Report By
 FW0928  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0928  HISTORY     - 1969     GOOD             CGS
 FW0928  HISTORY     - 1975     GOOD             CGS
 FW0928
 FW0928                          STATION DESCRIPTION
 FW0928
 FW0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FW0928'THE STATION IS THE BALL AT THE TOP CENTER OF THE NAVY WATERTANK,
 FW0928'LOCATED AT THE NORTH END OF FISHERMAN ISLAND, ABOUT 50 YARDS
 FW0928'NORTHWEST OF THE MAIN BUILDINGS ON THE ISLAND, AND 50 YARDS
 FW0928'SOUTHEAST OF THE LONG WOODEN LANDING WHICH EXTENDS OUT INTO
 FW0928'THE FISHERMAN INLET.  THE WATERTANK IS A SILVER PAINTED STEEL
 FW0928'TANK SUPPORTED BY A FOUR-LEGGED STRUCTURE.  THE OVERALL HEIGHT
 FW0928'OF THE TANK IS ABOUT 75 FEET.
 FW0928
 FW0928                          STATION RECOVERY (1969)
 FW0928
 FW0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 FW0928'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.E.R.
 FW0928'IN 1959.  THE TANK IS 86 FEET HIGH.
 FW0928
 FW0928                          STATION RECOVERY (1975)
 FW0928
 FW0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975 (WER)
 FW0928'THIS INTERSECTION STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0929 ***********************************************************************
 FW0929  DESIGNATION -  FISHERMAN ISLAND NAVY TOWER
 FW0929  PID         -  FW0929
 FW0929  STATE/COUNTY-  VA/NORTHAMPTON
 FW0929  USGS QUAD   -  FISHERMANS ISLAND (1980)
 FW0929
 FW0929                         *CURRENT SURVEY CONTROL
 FW0929  ___________________________________________________________________
 FW0929* NAD 83(1993)-  37 05 58.40330(N)    075 58 43.84887(W)     ADJUSTED  
 FW0929* NAVD 88     -                                                        
 FW0929  ___________________________________________________________________
 FW0929  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FW0929  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FW0929
 FW0929  HORZ ORDER  -  THIRD
 FW0929
 FW0929.The horizontal coordinates were established by classical geodetic methods
 FW0929.and adjusted by the National Geodetic Survey in September 1995..
 FW0929
 FW0929
 FW0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0929
 FW0929.The geoid height was determined by GEOID03.
 FW0929
 FW0929;                    North         East     Units Scale Factor Converg.
 FW0929;SPC VA S     - 1,088,023.380 3,724,082.693   MT  0.99995627   +1 31 48.5
 FW0929;SPC VA S     - 3,569,623.37 12,218,094.64   sFT  0.99995627   +1 31 48.5
 FW0929;UTM  18      - 4,106,364.790   413,018.570   MT  0.99969320   -0 35 25.7
 FW0929
 FW0929                          SUPERSEDED SURVEY CONTROL
 FW0929
 FW0929  NAD 83(1986)-  37 05 58.40772(N)    075 58 43.88781(W) AD(       ) 4
 FW0929  NAD 27      -  37 05 57.89100(N)    075 58 45.13100(W) AD(       ) 3
 FW0929
 FW0929.Superseded values are not recommended for survey control.
 FW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0929.See file dsdata.txt to determine how the superseded data were derived.
 FW0929
 FW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG1301906365(NAD 83)
 FW0929_MARKER: 55 = TOWER
 FW0929
 FW0929  HISTORY     - Date     Condition        Report By
 FW0929  HISTORY     - 1959     FIRST OBSERVED   CGS
 FW0929
 FW0929                          STATION DESCRIPTION
 FW0929
 FW0929'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5464 ***********************************************************************
 HV5464  DESIGNATION -  FISHERY
 HV5464  PID         -  HV5464
 HV5464  STATE/COUNTY-  VA/STAFFORD
 HV5464  USGS QUAD   -  WIDEWATER (1978)
 HV5464
 HV5464                         *CURRENT SURVEY CONTROL
 HV5464  ___________________________________________________________________
 HV5464* NAD 83(1993)-  38 28 24.12964(N)    077 19 07.33736(W)     ADJUSTED  
 HV5464* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 HV5464  ___________________________________________________________________
 HV5464  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HV5464  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HV5464
 HV5464  HORZ ORDER  -  THIRD
 HV5464
 HV5464.The horizontal coordinates were established by classical geodetic methods
 HV5464.and adjusted by the National Geodetic Survey in November 1994..
 HV5464
 HV5464.The orthometric height was scaled from a topographic map.
 HV5464
 HV5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5464
 HV5464.The geoid height was determined by GEOID03.
 HV5464
 HV5464;                    North         East     Units Scale Factor Converg.
 HV5464;SPC VA N     - 2,090,205.595 3,603,077.735   MT  0.99995153   +0 44 14.2
 HV5464;SPC VA N     - 6,857,616.19 11,821,097.54   sFT  0.99995153   +0 44 14.2
 HV5464;SPC MD       -    89,595.797   372,189.033   MT  0.99997436   -0 12 00.1
 HV5464;SPC MD       -   293,948.88  1,221,090.19   sFT  0.99997436   -0 12 00.1
 HV5464;UTM  18      - 4,260,885.635   297,726.851   MT  1.00010388   -1 26 35.1
 HV5464
 HV5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5464!SPC VA N     -   1.00000420  x   0.99995153  =   0.99995573
 HV5464!SPC MD       -   1.00000420  x   0.99997436  =   0.99997856
 HV5464!UTM  18      -   1.00000420  x   1.00010388  =   1.00010808
 HV5464
 HV5464|---------------------------------------------------------------------|
 HV5464| PID    Reference Object                     Distance      Geod. Az  |
 HV5464|                                                           dddmmss.s |
 HV5464| DC6278 FISHERY RM 3                         18.804 METERS 12558     |
 HV5464| HV5462 WALLER                              APPROX. 5.5 KM 1813436.1 |
 HV5464| HV5463 BOUNDARY MONUMENT 40                  2.886 METERS 21631     |
 HV5464| DC6276 FISHERY RM 1                         44.034 METERS 27802     |
 HV5464| DC6277 FISHERY RM 2                         29.106 METERS 33437     |
 HV5464|---------------------------------------------------------------------|
 HV5464
 HV5464                          SUPERSEDED SURVEY CONTROL
 HV5464
 HV5464  NAD 83(1993)-  38 28 24.12977(N)    077 19 07.34323(W) AD(       ) 3
 HV5464  NAD 83(1986)-  38 28 24.13008(N)    077 19 07.34778(W) AD(       ) 3
 HV5464  NAD 27      -  38 28 23.71200(N)    077 19 08.41900(W) AD(       ) 3
 HV5464
 HV5464.Superseded values are not recommended for survey control.
 HV5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5464.See file dsdata.txt to determine how the superseded data were derived.
 HV5464
 HV5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9772760886(NAD 83)
 HV5464_MARKER: Z = SEE DESCRIPTION
 HV5464_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5464_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV5464_STAMPING: FISHERY 1901
 HV5464_MARK LOGO: CGS   
 HV5464_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV5464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV5464
 HV5464  HISTORY     - Date     Condition        Report By
 HV5464  HISTORY     - 1901     MONUMENTED       CGS
 HV5464  HISTORY     - 1924     GOOD             CGS
 HV5464  HISTORY     - 1925     SEE DESCRIPTION  USE
 HV5464  HISTORY     - 1928     SEE DESCRIPTION  CGS
 HV5464  HISTORY     - 1929     SEE DESCRIPTION  CGS
 HV5464  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HV5464  HISTORY     - 1958     GOOD             CGS
 HV5464  HISTORY     - 1959     GOOD             CGS
 HV5464  HISTORY     - 1961     GOOD             CGS
 HV5464  HISTORY     - 1972     GOOD             NGS
 HV5464  HISTORY     - 19910101 GOOD             MDDNR
 HV5464  HISTORY     - 20000626 GOOD             USGS
 HV5464
 HV5464                          STATION DESCRIPTION
 HV5464
 HV5464'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 HV5464'ON THE WESTERN SIDE OF POTOMAC RIVER, ABOUT 1/2 MILE ABOVE THE
 HV5464'VILLAGE OF WIDEWATER, JUST ABOVE THE RESIDENCE OF MRS. WALLER,
 HV5464'IN FRONT OF HER KITCHEN GARDEN, ABOUT 10 FEET INSIDE THE EDGE OF
 HV5464'A PROMINENT BLUFF.  IN FRONT OF THE STATION A NUMBER OF LARGE
 HV5464'BLOCKS OF SANDSTONE HAVE BECOME DISLODGED AND ARE HEAPED UP ON
 HV5464'THE BEACH.  THE STATION IS MARKED BY A NAIL IN A 4-INCH TILE
 HV5464'PIPE, 26 INCHES LONG, WHICH IS FILLED WITH AND SET IN CEMENT
 HV5464'WITH THE TOP FLUSH WITH THE GROUND.  A NAIL IN A BLAZE, ABOUT
 HV5464'2 FEET ABOVE GROUND, ON A CHERRY TREE ON THE EDGE OF THE BANK
 HV5464'IS 6.04 METERS (19.82 FEET) FROM THE STATION.  ANOTHER NAIL AND
 HV5464'BLAZE ON A POST (A TREE TRIMMED TO A HEIGHT OF 5 FEET) IN
 HV5464'THE FENCE WHICH RUNS ALONG THE BANK IS 3.95 METERS (12.96
 HV5464'FEET) FROM THE STATION.
 HV5464
 HV5464                          STATION RECOVERY (1925)
 HV5464
 HV5464'RECOVERY NOTE BY US ENGINEERS 1925
 HV5464'A 4-INCH CLAY PIPE WAS FOUND 0.3 MILE N OF WIDEWATER, E OF THE
 HV5464'RAILROAD TRACK, ON A SANDSTONE CLIFF ABOUT 30 FEET ABOVE SURFACE OF
 HV5464'POTOMAC RIVER, AND ABOUT 10 FEET BACK FROM THE FACE OF THE CLIFF.
 HV5464'THE TOP OF THE PIPE WAS FLUSH WITH GROUND, AND THE PIPE WAS FILLED
 HV5464'WITH HARD CLAY.  THERE WERE NO REFERENCE MARKS.
 HV5464
 HV5464                          STATION RECOVERY (1928)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5464'STATION RECOVERED AS PER DESCRIPTION.
 HV5464'
 HV5464'TWO STANDARD REFERENCE MARKS WERE SET, ONE ON FENCE LINE PARALLEL
 HV5464'WITH SHORE AND ONE 20 FEET IN FROM TOP OF RIVER BANK.
 HV5464
 HV5464                          STATION RECOVERY (1929)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5464'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 HV5464'THE EASIEST MEANS OF REACHING THE STATION IS FROM THE SOUTHWARD.
 HV5464'BOUNDARY MONUMENT NO. 40 IS 2.886 METERS, S 42 DEG 30 MIN W
 HV5464'FROM THE STATION.
 HV5464
 HV5464                          STATION RECOVERY (1934)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HV5464'THE OLD DESCRIPTION IS NOT ADEQUATE TO LOCATE THE STATION.  THE
 HV5464'STATION IS LOCATED ON WHAT IS KNOWN AS CLIFTON POINT, ABOUT 1/2
 HV5464'MILE N OF WIDEWATER RAILROAD STATION, ON THE PROPERTY OF W.L.
 HV5464'WIGHT, ABOUT 250 YARDS N OF THE FARMHOUSE, 2.10 METERS W OF THE
 HV5464'EDGE OF THE BLUFF.  A NEW STATION MARK WAS SET AND STAMPED
 HV5464'FISHERY 1901.
 HV5464'
 HV5464'THE TOWER WAS BUILT OVER BOUNDARY MONUMENT NO. 40 BUT ONLY THE
 HV5464'REFERENCE MARKS, ONE STATION AND CUT-INS, WERE TAKEN BECAUSE
 HV5464'OF OBSTRUCTED LINES.
 HV5464'
 HV5464'REFERENCE MARK NO. 1 IS 42.648 METERS W OF BOUNDARY MONUMENT
 HV5464'NO. 40, 10.7 METERS SSW OF A 12-INCH APPLE TREE WITH A FORK AT THE
 HV5464'BOTTOM, 1.38 METERS S OF AN 8-INCH LOCUST TREE, AND 1 METER E OF
 HV5464'A FENCE LINE.  REFERENCE MARK NO. 2 IS 30.657 METERS N OF
 HV5464'BOUNDARY MONUMENT NO. 40, 29.150 METERS NNE OF FISHERY, 5.75
 HV5464'METERS SSW OF AN 18-INCH LOCUST TREE, AND 5.20 METERS W OF THE
 HV5464'EDGE OF THE BLUFF.
 HV5464'
 HV5464'BENCH MARK M12 1927, AZIMUTH MARK, IS 1100 PACES SW OF BOUNDARY
 HV5464'MONUMENT NO. 40, 50 PACES SE OF THE SE CORNER OF THE WIDEWATER
 HV5464'RAILROAD STATION, 7 PACES E OF THE CENTER LINE OF THE E TRACK,
 HV5464'AND 5 PACES N OF A FRAME HOUSE.  BOUNDARY MONUMENT NO. 40, IS
 HV5464'2.891 METERS SW OF FISHERY, 11.0 METERS N OF A 10-INCH APPLE
 HV5464'TREE, AND 4.2 METERS W OF THE EDGE OF THE BLUFF.
 HV5464'
 HV5464'TO REACH THE STATION FROM FREDRICKSBURG FOLLOW U.S. HIGHWAY 1
 HV5464'N TO HIGH CROSS.  TURN RIGHT (NE) ON A GRAVEL ROAD FOR ABOUT 2.5
 HV5464'MILES, TURN RIGHT (E) ON ROAD 611 (A DIRT ROAD) FOR ABOUT 1.3
 HV5464'MILES TO RECTORY POST OFFICE, THENCE 1.15 MILES TO A LANE,
 HV5464'TURN LEFT INTO LANE FOR ABOUT 0.2 MILE TO A FORK.  TAKE FORK
 HV5464'RIGHT THROUGH A GATE, GO ABOUT 0.2 MILE TO RAILROAD UNDERPASS,
 HV5464'FOLLOW ROAD TO THE LEFT FOR ABOUT 0.2 MILE TO A FARMHOUSE.
 HV5464'GO THROUGH YARD AND BETWEEN TWO OUTHOUSES AND ABOUT 250 YARDS
 HV5464'NE PAST A CHICKEN HOUSE TO AN APPLE ORCHARD AND THE STATION.
 HV5464
 HV5464                          STATION RECOVERY (1958)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5464'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HV5464'CONDITION AS DESCRIBED.
 HV5464
 HV5464                          STATION RECOVERY (1959)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5464'STATION AND BOUNDARY MONUMENT NO 40 RECOVERED AS DESCRIBED BY
 HV5464'J.B., JR., 1934.  R.M.S NOT SEARCHED FOR BUT SHOULD BE ALSO IN
 HV5464'GOOD CONDITION AS ENTIRE AREA OF THEIR LOCATION OVERGROWN WITH
 HV5464'HONEYSUCKLE VINES.  DISTANCE AND DIRECTION TO B.M. 40 CHECKED.
 HV5464'1934 DESCRIPTION IS ADEQUATE.  THE LARGE SANDSTONES MENTIONED IN
 HV5464'THE 1924 DESCRIPTION STILL EXISTS ON THE BEACH IN FRONT OF THE
 HV5464'STATION AND ARE VERY HELPFUL IN LOCATING THE STATION,
 HV5464'ESPECIALLY FROM THE RIVER.
 HV5464
 HV5464                          STATION RECOVERY (1961)
 HV5464
 HV5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LSE)
 HV5464'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HV5464'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 HV5464'THE APPLE ORCHARD NO LONGER EXIST.
 HV5464
 HV5464                          STATION RECOVERY (1972)
 HV5464
 HV5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5464'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 HV5464'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND OVERTURNED.  REFERENCE
 HV5464'MARK NO. 3 WAS SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV5464'
 HV5464'TO REACH THE STATION BY VEHICLE FROM THE STAFFORD, VIRGINIA POST
 HV5464'OFFICE ON U.S. HIGHWAY 1, PROCEED NORTH ON U.S. HIGHWAY 1 FOR 6.8
 HV5464'MILES TO ROAD 637.  TURN RIGHT ON PAVED ROAD AND GO 1.0 MILES TO
 HV5464'ROAD 611 AND TURN LEFT.  PROCEED ON THIS PAVED ROAD FOR 3.3 MILES TO
 HV5464'A DIRT ROAD MARKED BY A SIGN READING CLIFTON LODGE - PRIVATE ROAD.
 HV5464'TURN LEFT ONTO THIS ROAD AND PROCEED NORTH THEN EAST FOR 0.6 MILES TO
 HV5464'THE R.F. AND P. RAILROAD CROSSING.  PASS UNDER THE TRACKS AND
 HV5464'TURN LEFT FOR 0.1 MILES TO A HOUSE ON RIGHT.  PROCEED FOR 200
 HV5464'METERS NORTH TO A FENCE ACROSS THE POINT.  FROM HERE PROCEED ON
 HV5464'FOOT FOR ABOUT 75 METERS TO POINT OF BLUFF AND STATION MARK.
 HV5464'
 HV5464'TO REACH THE STATION BY BOAT, LAND ON A SANDY BEACH AT CLIFTON POINT
 HV5464'ON THE WEST SHORE OF THE POTOMAC RIVER APPROXIMATELY 1/2 MILE NORTH
 HV5464'OF WIDEWATER.  IN FRONT OF THE STATION ARE SEVERAL LARGE SANDSTONE
 HV5464'BOULDERS ON THE HIGH WATER LINE.  THE STATION LIES ON A BLUFF
 HV5464'ABOUT 20 METERS INSHORE FROM THESE BOULDERS, 2 METERS FROM THE EDGE
 HV5464'OF THE BLUFF, AND ABOUT 2 INCHES BELOW THE SURFACE OF THE
 HV5464'GROUND.
 HV5464'
 HV5464'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FISHERY NO. 1 1901
 HV5464'1928 SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE MARK IS
 HV5464'JUST ON THE SOUTH SIDE OF A 12 INCH LOCUST TREE, 1 METER EAST OF A
 HV5464'FENCE LINE AND ABOUT 33 METERS SOUTH OF WHERE THE FENCE MEETS THE
 HV5464'BLUFF.
 HV5464'
 HV5464'REFERENCE MARK NO. 2 LIES NEXT TO AN 8 INCH TREE, 30 METERS NORTH OF
 HV5464'THE STATION MARK AND ABOUT 5 METERS WEST TO THE EDGE OF THE BLUFF.
 HV5464'THIS REFERENCE MARK IS TILTED ABOUT 45 DEG AND IS NOT IN ITS EXACT
 HV5464'ORIGINAL POSITION, BUT MAY BE OF SOME ASSISTANCE IN FUTURE
 HV5464'RECOVERY OF THE STATION.
 HV5464'
 HV5464'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FISHERY NO. 3 1901
 HV5464'1972.  IT IS SET IN A DRILL HOLE FLUSH WITH, AND IN THE CENTER OF,
 HV5464'THE NORTH HALF OF A LARGE SANDSTONE BOULDER WHICH IS SPLIT IN TWO.
 HV5464'THE BOULDER, WHICH IS ABOUT 8 FEET BY 16 FEET AND IS 10 FEET HIGH,
 HV5464'IS ON CLIFTON POINT AT THE HIGH WATER LINE.  THE REFERENCE MARK IS
 HV5464'ABOUT 23 FEET BELOW THE LEVEL OF THE STATION.
 HV5464'
 HV5464'BOUNDARY MONUMENT 40 IS 2.914 METERS SW OF THE STATION MARK AND 4
 HV5464'METERS WEST OF THE EDGE OF THE BLUFF.
 HV5464'
 HV5464'STATION MARK IS A STANDARD DISK STAMPED FISHERY 1901 SET IN A
 HV5464'CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5464
 HV5464                          STATION RECOVERY (1991)
 HV5464
 HV5464'RECOVERY NOTE BY MD DEPT OF NAT RES 1991
 HV5464'FISHERY 1901 RECOVERED IN GOOD CONDITION ON PROPERTY OF JONATHON
 HV5464'WRIGHT 04-29-570.  THE ADJOINING PROPERTY OWNER IS A MRS.  OSTERMAN
 HV5464'703-659-20.  ONE OR THE OTHER OF THESE SHOULD BE CONTACTED BEFORE
 HV5464'USING THIS STATION OR BOUNDARY MONUMENT 40.  THERE IS A FIBERGLASS
 HV5464'STAKE ON THE WEST SIDE OF THE MONUMENT, THE MONUMENT PROJECTS 5 CM.
 HV5464'FISHERY 1901 1972 RECOVERED IN GOOD CONDITION ON TOP OF A LARGE
 HV5464'SANDSTONE BOULDER AS DESCRIBED IN 1972.  THIS BOULDER GROUP IS THE
 HV5464'SOUTHERN MOST EXTENT OF THE SANDSTONE BOULDERS THAT LINE THE SHORE
 HV5464'SOUTH OF QUANTICO.  A DISTANCE OF 4307.6M WAS OBSERVED TO TWIN 1921
 HV5464'FROM RM 3.  FROM RM 3 STATION TWIN AND PILE M 9B BEAR 113 1/2 M, VI2A
 HV5464'BEARS 192 1/2 M, V12B BEARS 193 M, (633.2 FT) V12C BEARS 195 M (639.8
 HV5464'FT) AND THE STACK AT POSSUM POINT AND V13A BEAR 030 M. (98.4 FT) IN
 HV5464'QUAD 380774 10009.
 HV5464
 HV5464                          STATION RECOVERY (2000)
 HV5464
 HV5464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (CCG)
 HV5464'RECOVERED AS DESCRIBED IN 1972 BY (RDO) THIS STATION IS NOT SUITABLE
 HV5464'FOR GPS OBSERVATIONS DUE TO OVER-HEAD OBSTRUCTION BY TREES AND VINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4928 ***********************************************************************
 GV4928  DESIGNATION -  FISHHOUSE CHIMNEY
 GV4928  PID         -  GV4928
 GV4928  STATE/COUNTY-  VA/KING WILLIAM
 GV4928  USGS QUAD   -  NEW KENT (1978)
 GV4928
 GV4928                         *CURRENT SURVEY CONTROL
 GV4928  ___________________________________________________________________
 GV4928* NAD 83(1993)-  37 35 12.88402(N)    076 57 59.72426(W)     ADJUSTED  
 GV4928* NAVD 88     -                                                        
 GV4928  ___________________________________________________________________
 GV4928  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 GV4928  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 GV4928
 GV4928  HORZ ORDER  -  THIRD
 GV4928
 GV4928.The horizontal coordinates were established by classical geodetic methods
 GV4928.and adjusted by the National Geodetic Survey in November 1994..
 GV4928
 GV4928
 GV4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4928
 GV4928.The geoid height was determined by GEOID03.
 GV4928
 GV4928;                    North         East     Units Scale Factor Converg.
 GV4928;SPC VA S     - 1,140,216.827 3,635,422.780   MT  0.99995271   +0 55 50.4
 GV4928;SPC VA S     - 3,740,861.37 11,927,216.24   sFT  0.99995271   +0 55 50.4
 GV4928;UTM  18      - 4,161,801.701   326,365.822   MT  0.99997137   -1 11 59.5
 GV4928
 GV4928                          SUPERSEDED SURVEY CONTROL
 GV4928
 GV4928  NAD 83(1986)-  37 35 12.88564(N)    076 57 59.74022(W) AD(       ) 4
 GV4928  NAD 27      -  37 35 12.34000(N)    076 58 00.85000(W) AD(       ) 3
 GV4928
 GV4928.Superseded values are not recommended for survey control.
 GV4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4928.See file dsdata.txt to determine how the superseded data were derived.
 GV4928
 GV4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2636661802(NAD 83)
 GV4928_MARKER: 85 = CHIMNEY
 GV4928
 GV4928  HISTORY     - Date     Condition        Report By
 GV4928  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4928  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV4928
 GV4928                          STATION DESCRIPTION
 GV4928
 GV4928'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4929 ***********************************************************************
 GV4929  DESIGNATION -  FISHHOUSE GABLE
 GV4929  PID         -  GV4929
 GV4929  STATE/COUNTY-  VA/NEW KENT
 GV4929  USGS QUAD   -  NEW KENT (1978)
 GV4929
 GV4929                         *CURRENT SURVEY CONTROL
 GV4929  ___________________________________________________________________
 GV4929* NAD 83(1993)-  37 32 33.06317(N)    076 58 36.40239(W)     ADJUSTED  
 GV4929* NAVD 88     -                                                        
 GV4929  ___________________________________________________________________
 GV4929  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 GV4929  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GV4929
 GV4929  HORZ ORDER  -  THIRD
 GV4929
 GV4929.The horizontal coordinates were established by classical geodetic methods
 GV4929.and adjusted by the National Geodetic Survey in November 1994..
 GV4929
 GV4929
 GV4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4929
 GV4929.The geoid height was determined by GEOID03.
 GV4929
 GV4929;                    North         East     Units Scale Factor Converg.
 GV4929;SPC VA S     - 1,135,275.853 3,634,602.570   MT  0.99995005   +0 55 28.1
 GV4929;SPC VA S     - 3,724,650.86 11,924,525.27   sFT  0.99995005   +0 55 28.1
 GV4929;UTM  18      - 4,156,894.516   325,362.522   MT  0.99997568   -1 12 17.5
 GV4929
 GV4929                          SUPERSEDED SURVEY CONTROL
 GV4929
 GV4929  NAD 83(1986)-  37 32 33.06440(N)    076 58 36.41804(W) AD(       ) 4
 GV4929  NAD 27      -  37 32 32.54700(N)    076 58 37.52500(W) AD(       ) 3
 GV4929
 GV4929.Superseded values are not recommended for survey control.
 GV4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4929.See file dsdata.txt to determine how the superseded data were derived.
 GV4929
 GV4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2536356895(NAD 83)
 GV4929_MARKER: 81 = GABLE
 GV4929
 GV4929  HISTORY     - Date     Condition        Report By
 GV4929  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4929  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4929
 GV4929                          STATION DESCRIPTION
 GV4929
 GV4929'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3517 ***********************************************************************
 FX3517  DESIGNATION -  FISHING
 FX3517  PID         -  FX3517
 FX3517  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3517  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3517
 FX3517                         *CURRENT SURVEY CONTROL
 FX3517  ___________________________________________________________________
 FX3517* NAD 83(1993)-  36 57 52.54463(N)    076 29 37.79769(W)     ADJUSTED  
 FX3517* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3517  ___________________________________________________________________
 FX3517  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FX3517  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 FX3517
 FX3517  HORZ ORDER  -  THIRD
 FX3517
 FX3517.The horizontal coordinates were established by classical geodetic methods
 FX3517.and adjusted by the National Geodetic Survey in September 1995..
 FX3517
 FX3517.The orthometric height was scaled from a topographic map.
 FX3517
 FX3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3517
 FX3517.The geoid height was determined by GEOID03.
 FX3517
 FX3517;                    North         East     Units Scale Factor Converg.
 FX3517;SPC VA S     - 1,071,952.032 3,678,636.255   MT  0.99996997   +1 13 03.3
 FX3517;SPC VA S     - 3,516,895.96 12,068,992.45   sFT  0.99996997   +1 13 03.3
 FX3517;UTM  18      - 4,091,987.435   367,018.831   MT  0.99981785   -0 53 54.3
 FX3517
 FX3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3517!SPC VA S     -   1.00000561  x   0.99996997  =   0.99997558
 FX3517!UTM  18      -   1.00000561  x   0.99981785  =   0.99982346
 FX3517
 FX3517:                Primary Azimuth Mark                     Grid Az
 FX3517:SPC VA S     -  TANK 1                                   010 43 21.1
 FX3517:UTM  18      -  TANK 1                                   012 50 18.7
 FX3517
 FX3517|---------------------------------------------------------------------|
 FX3517| PID    Reference Object                     Distance      Geod. Az  |
 FX3517|                                                           dddmmss.s |
 FX3517| GV4140 TANK 1                              APPROX. 9.8 KM 0115624.4 |
 FX3517| GV4128 JAMES RIVER BRIDGE NORTH TOWER      APPROX. 4.8 KM 0273035.2 |
 FX3517| FX3541 NEWPORT NEWS SHIPYARD CHIMNEY       APPROX. 5.4 KM 0631234.9 |
 FX3517| FX3555 WARWICK HOTEL RADIO MAST            APPROX. 5.7 KM 0760056.7 |
 FX3517| DC8840 FISHING RM 1                         10.817 METERS 19324     |
 FX3517| DC8841 FISHING RM 2                         19.372 METERS 24956     |
 FX3517| FX3982 TERMINAL                            APPROX. 1.7 KM 2824043.7 |
 FX3517|---------------------------------------------------------------------|
 FX3517
 FX3517                          SUPERSEDED SURVEY CONTROL
 FX3517
 FX3517  NAD 83(1986)-  36 57 52.54971(N)    076 29 37.83215(W) AD(       ) 3
 FX3517  NAD 27      -  36 57 52.01100(N)    076 29 39.01000(W) AD(       ) 3
 FX3517
 FX3517.Superseded values are not recommended for survey control.
 FX3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3517.See file dsdata.txt to determine how the superseded data were derived.
 FX3517
 FX3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6701991987(NAD 83)
 FX3517_MARKER: DS = TRIANGULATION STATION DISK
 FX3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3517
 FX3517  HISTORY     - Date     Condition        Report By
 FX3517  HISTORY     - 1927     MONUMENTED       CGS
 FX3517  HISTORY     - 1932     GOOD             CGS
 FX3517  HISTORY     - 1938     SEE DESCRIPTION  CGS
 FX3517  HISTORY     - 1942     SEE DESCRIPTION  CGS
 FX3517
 FX3517                          STATION DESCRIPTION
 FX3517
 FX3517'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 FX3517'ON THE SOUTH BANK OF JAMES RIVER AT FISHING POINT, 30 FEET TO
 FX3517'HIGH WATER LINE ON THE NORTH, 75 FEET TO EXTREME END OF POINT.
 FX3517'
 FX3517'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX3517'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A RESPECTIVELY.
 FX3517
 FX3517                          STATION RECOVERY (1932)
 FX3517
 FX3517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX3517'STATION FOUND AS DESCRIBED.  IT MAY BE APPROACHED MOST
 FX3517'ADVANTAGEOUSLY BY AUTOMOBILE BY DRIVING TO SOUTHWEST END OF
 FX3517'JAMES RIVER BRIDGE, AND WALKING ALONG SHORE IN EASTERLY
 FX3517'DIRECTION FOR APPROXIMATELY ONE MILE.
 FX3517'
 FX3517'R.M. NO. 1 WAS RECOVERED AS DESCRIBED BY NOTE 11A.
 FX3517'
 FX3517'R.M. NO. 2 WAS NOT RECOVERED AFTER A THOROUGH SEARCH.
 FX3517
 FX3517                          STATION RECOVERY (1938)
 FX3517
 FX3517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 FX3517'REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED.  MEASUREMENTS FROM
 FX3517'REFERENCE MARKS PLACE POINT OF OLD STATION 2.3 METERS OUTSIDE OF
 FX3517'HIGH WATER LINE.  OLD STATION MARK FOUND INSHORE OF REFERENCE MARK
 FX3517'NO. 1 WHERE IT HAD BEEN PLACED BY MR. F.E. RUEDIGER, VIRGINIA
 FX3517'COMMISSION OF FISHERIES.  MR. RUEDIGER HAD BEEN USING REFERENCE
 FX3517'MARK NO. 1 AS A STATION.  THIS REFERENCE MARK WAS REPLACED BY
 FX3517'A STATION MARK, CALLED FISHING ECC.  (SEE DESCRIPTION OF
 FX3517'FISHING ECC.).  BY USING THE DISTANCES FROM THE REFERENCE MARKS
 FX3517'AS GIVEN IN THE ORIGINAL DESCRIPTION, A POLE SIGNAL WAS PLACED
 FX3517'OVER THE SITE OF ORIGINAL MARK IN THE WATER.  OBSERVATION ON
 FX3517'THIS POLE WERE TAKEN FROM STATIONS LAND AND WHITE SHOAL
 FX3517'L.H. TO CHECK THE RECOVERY OF THAT BASELINE.
 FX3517
 FX3517                          STATION RECOVERY (1942)
 FX3517
 FX3517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3517'REPLACED BY FISHING 2, 1938
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3518 ***********************************************************************
 FX3518  DESIGNATION -  FISHING 2
 FX3518  PID         -  FX3518
 FX3518  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX3518  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX3518
 FX3518                         *CURRENT SURVEY CONTROL
 FX3518  ___________________________________________________________________
 FX3518* NAD 83(1993)-  36 57 52.20632(N)    076 29 37.89339(W)     ADJUSTED  
 FX3518* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3518  ___________________________________________________________________
 FX3518  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FX3518  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 FX3518
 FX3518  HORZ ORDER  -  THIRD
 FX3518
 FX3518.The horizontal coordinates were established by classical geodetic methods
 FX3518.and adjusted by the National Geodetic Survey in September 1995..
 FX3518
 FX3518.The orthometric height was scaled from a topographic map.
 FX3518
 FX3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3518
 FX3518.The geoid height was determined by GEOID03.
 FX3518
 FX3518;                    North         East     Units Scale Factor Converg.
 FX3518;SPC VA S     - 1,071,941.556 3,678,634.110   MT  0.99996998   +1 13 03.3
 FX3518;SPC VA S     - 3,516,861.59 12,068,985.41   sFT  0.99996998   +1 13 03.3
 FX3518;UTM  18      - 4,091,977.046   367,016.301   MT  0.99981786   -0 53 54.3
 FX3518
 FX3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3518!SPC VA S     -   1.00000561  x   0.99996998  =   0.99997559
 FX3518!UTM  18      -   1.00000561  x   0.99981786  =   0.99982347
 FX3518
 FX3518:                Primary Azimuth Mark                     Grid Az
 FX3518:SPC VA S     -  BLACK TANK 1                             041 11 18.2
 FX3518:UTM  18      -  BLACK TANK 1                             043 18 15.8
 FX3518
 FX3518|---------------------------------------------------------------------|
 FX3518| PID    Reference Object                     Distance      Geod. Az  |
 FX3518|                                                           dddmmss.s |
 FX3518| GV4120 BLACK TANK 1                        APPROX. 6.6 KM 0422421.5 |
 FX3518| GV4143 ALUMINUM TANK                       APPROX. 6.3 KM 0492620.9 |
 FX3518| FX3548 ORANGE TANK                         APPROX. 5.7 KM 0531210.2 |
 FX3518| FX3542 NEWPORT NEWS SHIPYARD RED TANK      APPROX. 5.6 KM 0661252.6 |
 FX3518| FX3563 NEWPORT NEWS CONE SHAPED STACK      APPROX. 5.7 KM 0810636.2 |
 FX3518| FX3983 TERMINAL RM 1=TERMINAL 2            APPROX. 1.6 KM 2822939.3 |
 FX3518|---------------------------------------------------------------------|
 FX3518
 FX3518                          SUPERSEDED SURVEY CONTROL
 FX3518
 FX3518  NAD 83(1986)-  36 57 52.21137(N)    076 29 37.92799(W) AD(       ) 3
 FX3518  NAD 27      -  36 57 51.67700(N)    076 29 39.10600(W) AD(       ) 3
 FX3518
 FX3518.Superseded values are not recommended for survey control.
 FX3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3518.See file dsdata.txt to determine how the superseded data were derived.
 FX3518
 FX3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6701691977(NAD 83)
 FX3518_MARKER: DS = TRIANGULATION STATION DISK
 FX3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3518
 FX3518  HISTORY     - Date     Condition        Report By
 FX3518  HISTORY     - 1938     MONUMENTED       CGS
 FX3518  HISTORY     - 1941     GOOD             CGS
 FX3518  HISTORY     - 1942     GOOD             CGS
 FX3518  HISTORY     - 1954     MARK NOT FOUND   AMS
 FX3518
 FX3518                          STATION DESCRIPTION
 FX3518
 FX3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 FX3518'THIS STATION LOCATED ON THE SOUTHWEST BANK OF THE JAMES RIVER
 FX3518'OPPOSITE NEWPORT NEWS, AND ABOUT ONE MILE EAST BY SOUTH OF THE
 FX3518'SOUTHWEST END OF THE JAMES RIVER BRIDGE.  REFERENCE MARKS OF
 FX3518'STATION FISHING 1927 WERE RECOVERED, BUT POINT OF OLD STATION
 FX3518'NOW FALLS IN THE WATER ABOUT 2.3 METERS OUTSIDE HIGH WATER
 FX3518'LINE.  FISHING ECC. WAS ESTABLISHED IN THE EXACT POINT OF
 FX3518'ORIGINAL REFERENCE MARK NO. 1, WHICH WAS BEING USED AS A STATION
 FX3518'BY THE VIRGINIA FISHERIES COMMISSION.  OLD REFERENCE MARK NO.
 FX3518'1 WAS REPLACED BY STANDARD DISK STATION MARK, STAMPED
 FX3518'FISHING ECC.  A NEW REFERENCE MARK NO. 1 WAS SET INSHORE,
 FX3518'AND THE NEW STATION WAS REFERENCED TO THE NEW REFERENCE MARK
 FX3518'NO. 1 AND TO THE OLD REFERENCE MARK NO. 2, THE ARROW OF
 FX3518'WHICH STILL POINTS TO THE ORIGINAL STATION FISHING.
 FX3518'
 FX3518'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 FX3518'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 FX3518'
 FX3518'FROM STATION FISHING ECC. TO HIGH WATER LINE IN DIRECTION OF
 FX3518'FISHING 1927 IS 8.5 METERS.  DISTANCE TO NEAREST POINT OF
 FX3518'HIGH WATER LINE (SLIGHTLY LEFT OF OLD STATION) IS 7.1 METERS.
 FX3518'
 FX3518'DISTANCE TO OUTER END OF POINT ON LINE WITH A LARGE SILVER TANK
 FX3518'(STATION DUGGER 1934) IS 19.3 METERS.
 FX3518'
 FX3518'DISTANCE TO HIGH WATER LINE SOUTHEAST OF STATION IS 10.8 METERS.
 FX3518'
 FX3518'FROM STATION THE SOUTHWEST END OF 25-FOOT CLEARANCE, FIXED
 FX3518'SPAN OF THE JAMES RIVER BRIDGE IS ON LINE WITH A BLACK TANK.
 FX3518'(BELIEVE THAT THIS TANK IS THE ONE ON WHICH STATION NORTH
 FX3518'BASE 1927 IS LOCATED).
 FX3518'
 FX3518'REFERENCE MARK NO. 1 IS ABOUT 2 INCHES ABOVE SURFACE OF GROUND.
 FX3518'
 FX3518'TOP OF REFERENCE MARK NO. 2 IS ABOUT 3 INCHES BELOW SURFACE OF
 FX3518'GROUND, AND ARROW STILL POINTS TOWARD SITE OF STATION FISHING
 FX3518'1927.
 FX3518'
 FX3518'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 17.735
 FX3518'METERS.
 FX3518'
 FX3518'FISHING POINT IS COVERED WITH MARSH GRASS, AND SMALL BRUSH
 FX3518'FOR ABOUT 1/4 MILE INSHORE TO EDGE OF TREE LINE.
 FX3518'
 FX3518'THE AZIMUTH MARK IS REFERENCE MARK NO. 1 OF STATION TERMINAL
 FX3518'1927, WHICH STATION MARK HAS BEEN DESTROYED.
 FX3518'
 FX3518'THE FINIAL ON TOP OF THE BALL ON WHITE SHOAL LIGHTHOUSE,
 FX3518'THE LIGHT ON TOP OF THE NORTHEAST TOWER OF THE DRAW ON THE
 FX3518'JAMES RIVER BRIDGE, AND THE BALL ON TOP OF THE RED TANK
 FX3518'AT THE NEWPORT NEWS SHIPYARD, ARE ALL GOOD NATURAL AZIMUTH
 FX3518'MARKS.
 FX3518'
 FX3518'ABOUT A 10-FOOT OBSERVING PLATFORM REQUIRED HERE TO CLEAR
 FX3518'MARSH GRASS.
 FX3518'
 FX3518'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 FX3518
 FX3518                          STATION RECOVERY (1941)
 FX3518
 FX3518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HCW)
 FX3518'THE STATION FOUND AS DESCRIBED AND THE ORIGINAL DESCRIPTION
 FX3518'ADEQUATE.
 FX3518
 FX3518                          STATION RECOVERY (1942)
 FX3518
 FX3518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 FX3518'1938 DESCRIPTION ADEQUATE.  MARKS ARE STAMPED FISHING ECC.
 FX3518'
 FX3518'REFERENCE MARK NO. 2 NOT FOUND, APPARENTLY WASHED OUT.
 FX3518'
 FX3518'FISHING, 1927 REPLACED BY THIS STATION.
 FX3518
 FX3518                          STATION RECOVERY (1954)
 FX3518
 FX3518'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954 (RSM)
 FX3518'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0770 ***********************************************************************
 FW0770  DESIGNATION -  FISHING POINT BOAT HOUSE E GAB
 FW0770  PID         -  FW0770
 FW0770  STATE/COUNTY-  VA/ACCOMACK
 FW0770  USGS QUAD   -  
 FW0770
 FW0770                         *CURRENT SURVEY CONTROL
 FW0770  ___________________________________________________________________
 FW0770* NAD 83(1993)-  37 52 29.00406(N)    075 21 14.57099(W)     ADJUSTED  
 FW0770* NAVD 88     -                                                        
 FW0770  ___________________________________________________________________
 FW0770  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FW0770  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0770
 FW0770  HORZ ORDER  -  THIRD
 FW0770
 FW0770.The horizontal coordinates were established by classical geodetic methods
 FW0770.and adjusted by the National Geodetic Survey in November 1994..
 FW0770
 FW0770
 FW0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0770
 FW0770.The geoid height was determined by GEOID03.
 FW0770
 FW0770;                    North         East     Units Scale Factor Converg.
 FW0770;SPC VA S     - 1,175,671.833 3,776,730.632   MT  0.99998451   +1 54 33.7
 FW0770;SPC VA S     - 3,857,183.34 12,390,823.75   sFT  0.99998451   +1 54 33.7
 FW0770;UTM  18      - 4,191,974.527   468,862.722   MT  0.99961194   -0 13 02.5
 FW0770
 FW0770                          SUPERSEDED SURVEY CONTROL
 FW0770
 FW0770  NAD 83(1993)-  37 52 29.00065(N)    075 21 14.57510(W) AD(       ) 4
 FW0770  NAD 83(1986)-  37 52 28.99988(N)    075 21 14.60825(W) AD(       ) 4
 FW0770  NAD 27      -  37 52 28.56400(N)    075 21 15.90100(W) AD(       ) 3
 FW0770
 FW0770.Superseded values are not recommended for survey control.
 FW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0770.See file dsdata.txt to determine how the superseded data were derived.
 FW0770
 FW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6886391975(NAD 83)
 FW0770_MARKER: 81 = GABLE
 FW0770
 FW0770  HISTORY     - Date     Condition        Report By
 FW0770  HISTORY     - 1902     FIRST OBSERVED   CGS
 FW0770  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW0770
 FW0770                          STATION DESCRIPTION
 FW0770
 FW0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0770'ACCORDING TO INFORMATION RECEIVED FROM LOCAL RESIDENTS THIS
 FW0770'STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0814 ***********************************************************************
 FW0814  DESIGNATION -  FISHING POINT LIGHT
 FW0814  PID         -  FW0814
 FW0814  STATE/COUNTY-  VA/ACCOMACK
 FW0814  USGS QUAD   -  CHINCOTEAGUE WEST (1989)
 FW0814
 FW0814                         *CURRENT SURVEY CONTROL
 FW0814  ___________________________________________________________________
 FW0814* NAD 83(1993)-  37 52 37.73845(N)    075 23 15.81327(W)     ADJUSTED  
 FW0814* NAVD 88     -                                                        
 FW0814  ___________________________________________________________________
 FW0814  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FW0814  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 FW0814
 FW0814  HORZ ORDER  -  THIRD
 FW0814
 FW0814.The horizontal coordinates were established by classical geodetic methods
 FW0814.and adjusted by the National Geodetic Survey in November 1994..
 FW0814
 FW0814
 FW0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0814
 FW0814.The geoid height was determined by GEOID03.
 FW0814
 FW0814;                    North         East     Units Scale Factor Converg.
 FW0814;SPC VA S     - 1,175,842.783 3,773,760.346   MT  0.99998489   +1 53 20.1
 FW0814;SPC VA S     - 3,857,744.20 12,381,078.74   sFT  0.99998489   +1 53 20.1
 FW0814;UTM  18      - 4,192,255.488   465,901.927   MT  0.99961432   -0 14 17.0
 FW0814
 FW0814                          SUPERSEDED SURVEY CONTROL
 FW0814
 FW0814  NAD 83(1993)-  37 52 37.73577(N)    075 23 15.81760(W) AD(       ) 4
 FW0814  NAD 83(1986)-  37 52 37.73437(N)    075 23 15.85037(W) AD(       ) 4
 FW0814  NAD 27      -  37 52 37.29000(N)    075 23 17.14000(W) AD(       ) 3
 FW0814
 FW0814.Superseded values are not recommended for survey control.
 FW0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0814.See file dsdata.txt to determine how the superseded data were derived.
 FW0814
 FW0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG6590292255(NAD 83)
 FW0814_MARKER: 14 = NAVIGATION LIGHT
 FW0814
 FW0814  HISTORY     - Date     Condition        Report By
 FW0814  HISTORY     - 1933     FIRST OBSERVED   CGS
 FW0814
 FW0814                          STATION DESCRIPTION
 FW0814
 FW0814'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3414 ***********************************************************************
 HW3414  DESIGNATION -  FITZ
 HW3414  PID         -  HW3414
 HW3414  STATE/COUNTY-  VA/ROCKINGHAM
 HW3414  USGS QUAD   -  FULKS RUN (1994)
 HW3414
 HW3414                         *CURRENT SURVEY CONTROL
 HW3414  ___________________________________________________________________
 HW3414* NAD 83(1993)-  38 44 56.05870(N)    078 52 44.07445(W)     ADJUSTED  
 HW3414* NAVD 88     -       968.5    (meters)    3177.     (feet)  VERTCON   
 HW3414  ___________________________________________________________________
 HW3414  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 HW3414  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HW3414
 HW3414  HORZ ORDER  -  SECOND
 HW3414
 HW3414.The horizontal coordinates were established by classical geodetic methods
 HW3414.and adjusted by the National Geodetic Survey in November 1994..
 HW3414
 HW3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3414
 HW3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3414
 HW3414.The geoid height was determined by GEOID03.
 HW3414
 HW3414;                    North         East     Units Scale Factor Converg.
 HW3414;SPC VA N     - 2,120,195.525 3,467,062.438   MT  0.99995101   -0 14 11.3
 HW3414;SPC VA N     - 6,956,008.15 11,374,854.02   sFT  0.99995101   -0 14 11.3
 HW3414;SPC WV N     -    27,819.766   653,995.118   MT  1.00005694   +0 23 46.0
 HW3414;UTM  17      - 4,291,048.985   684,325.545   MT  1.00001840   +1 19 40.7
 HW3414
 HW3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3414!SPC VA N     -   0.99985313  x   0.99995101  =   0.99980414
 HW3414!SPC WV N     -   0.99985313  x   1.00005694  =   0.99991006
 HW3414!UTM  17      -   0.99985313  x   1.00001840  =   0.99987152
 HW3414
 HW3414|---------------------------------------------------------------------|
 HW3414| PID    Reference Object                     Distance      Geod. Az  |
 HW3414|                                                           dddmmss.s |
 HW3414| DC3388 FITZ RM 1                             4.278 METERS 10649     |
 HW3414| DC3389 FITZ RM 2                             4.695 METERS 19306     |
 HW3414| HW3413 CHURCH                              APPROX. 1.2 KM 2094449.0 |
 HW3414|---------------------------------------------------------------------|
 HW3414
 HW3414                          SUPERSEDED SURVEY CONTROL
 HW3414
 HW3414  NAD 83(1986)-  38 44 56.06031(N)    078 52 44.07825(W) AD(       ) 2
 HW3414  NAD 27      -  38 44 55.65370(N)    078 52 44.98530(W) AD(       ) 2
 HW3414  NGVD 29 (07/19/86)  968.6    (m)         3178.     (f) VERT ANG       
 HW3414
 HW3414.Superseded values are not recommended for survey control.
 HW3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3414.See file dsdata.txt to determine how the superseded data were derived.
 HW3414
 HW3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8432691049(NAD 83)
 HW3414_MARKER: DS = TRIANGULATION STATION DISK
 HW3414_SETTING: 80 = SET IN A BOULDER
 HW3414_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HW3414
 HW3414  HISTORY     - Date     Condition        Report By
 HW3414  HISTORY     - 1956     MONUMENTED       CGS
 HW3414
 HW3414                          STATION DESCRIPTION
 HW3414
 HW3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3414'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES WEST OF
 HW3414'MOUNT JACKSON, 10 MILES NORTHWEST OF BROADWAY, 9 MILES SOUTH
 HW3414'OF MATHIAS AND 2-1/3 MILES EAST OF FITZWATER.  IT IS ON THE
 HW3414'HIGHEST POINT OF CHURCH MOUNTAIN WHICH IS THE SOUTHWEST
 HW3414'PART OF NORTH MOUNTAIN.
 HW3414'
 HW3414'STATION IS REACHED AS FOLLOWS.  FROM THE U.S. POST OFFICE
 HW3414'IN MATHIAS, GO WEST FOR 0.05 MILE TO STATE HIGHWAY 259.  TURN
 HW3414'LEFT, SOUTH, ON STATE HIGHWAY 259 AND GO 9.1 MILES TO THE
 HW3414'JUNCTION WITH STATE HIGHWAY 820 (BERGTON ROAD).  CONTINUE ON
 HW3414'HIGHWAY 259 FOR 0.4 MILE TO A WOODS ROAD ON THE LEFT AND A
 HW3414'BOARD GATE.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.5 MILE
 HW3414'TO WHERE THE ROAD NARROWS TO A TRAIL.  A FOUR WHEEL DRIVE
 HW3414'JEEP CAN GO ABOUT 0.7 MILE BEYOND THE ROAD ALONG THE TRAIL.
 HW3414'FROM THE END OF JEEP TRAVEL CONTINUE EASTERLY ALONG A
 HW3414'STREAM FOR ABOUT 0.3 MILE TO A POINT WHERE THE HOLLOW FORKS
 HW3414'ABOVE TWO SETS OF JAGGED ROCKS.  TAKE THE HOLLOW TO THE
 HW3414'LEFT AND FOLLOW UP A ROCKY RAVINE TO THE TOP OF THE RIDGE
 HW3414'(THIS IS JUST NORTH OF STATION CHURCH 1933).  TURN LEFT
 HW3414'AND GO NORTH UP THE RIDGE FOR ABOUT 1 MILE TO THE
 HW3414'HIGHEST POINT AND THE STATION.  A BLAZED TRAIL LEADS TO
 HW3414'THE STATION AND THE TIME OF PACK IS ABOUT 2 HOURS.
 HW3414'
 HW3414'STATION MARK, STAMPED FITZ 1956, IS A STANDARD DISK CEMENTED
 HW3414'IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 3 INCHES.
 HW3414'IT IS 10.0 FEET NORTH OF A LARGE TREE WITH A TRIANGULAR
 HW3414'BLAZE.
 HW3414'
 HW3414'REFERENCE MARK NUMBER 1, STAMPED FITZ NO 1 1956, IS A STANDARD
 HW3414'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH
 HW3414'WITH THE GROUND AND IS 2 FEET LOWER THAN THE STATION.
 HW3414'
 HW3414'REFERENCE MARK NUMBER 2, STAMPED FITZ NO 2 1956, IS A STANDARD
 HW3414'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 HW3414'3 FEET AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 HW3414'
 HW3414'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 HW3414'
 HW3414'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9992 ***********************************************************************
 DG9992  DESIGNATION -  FITZ
 DG9992  PID         -  DG9992
 DG9992  STATE/COUNTY-  VA/KING GEORGE
 DG9992  USGS QUAD   -  KING GEORGE (1982)
 DG9992
 DG9992                         *CURRENT SURVEY CONTROL
 DG9992  ___________________________________________________________________
 DG9992* NAD 83(1993)-  38 19 42.75283(N)    077 12 17.32373(W)     ADJUSTED  
 DG9992* NAVD 88     -        44.3    (meters)     145.     (feet)  GPS OBS   
 DG9992  ___________________________________________________________________
 DG9992  X           -   1,109,526.391 (meters)                     COMP
 DG9992  Y           -  -4,885,497.875 (meters)                     COMP
 DG9992  Z           -   3,934,123.758 (meters)                     COMP
 DG9992  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 DG9992  ELLIP HEIGHT-          11.42  (meters)          (04/27/05) GPS OBS
 DG9992  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DG9992
 DG9992  HORZ ORDER  -  FIRST
 DG9992  ELLP ORDER  -  FOURTH    CLASS I
 DG9992
 DG9992.The horizontal coordinates were established by GPS observations
 DG9992.and adjusted by the GEOMETRICS GPS INCORPORATED in April 2005..
 DG9992
 DG9992.The orthometric height was determined by GPS observations and a
 DG9992.high-resolution geoid model.
 DG9992
 DG9992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9992
 DG9992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9992
 DG9992.The ellipsoidal height was determined by GPS observations
 DG9992.and is referenced to NAD 83.
 DG9992
 DG9992.The geoid height was determined by GEOID03.
 DG9992
 DG9992;                    North         East     Units Scale Factor Converg.
 DG9992;SPC VA N     - 2,074,265.576 3,613,241.973   MT  0.99996103   +0 48 30.1
 DG9992;SPC VA N     - 6,805,319.64 11,854,444.71   sFT  0.99996103   +0 48 30.1
 DG9992;UTM  18      - 4,244,568.781   307,279.094   MT  1.00005743   -1 22 04.0
 DG9992
 DG9992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9992!SPC VA N     -   0.99999821  x   0.99996103  =   0.99995924
 DG9992!UTM  18      -   0.99999821  x   1.00005743  =   1.00005564
 DG9992
 DG9992                          SUPERSEDED SURVEY CONTROL
 DG9992
 DG9992.No superseded survey control is available for this station.
 DG9992
 DG9992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0727944569(NAD 83)
 DG9992_MARKER: DD = SURVEY DISK
 DG9992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9992_STAMPING: FITZ 2005
 DG9992_MARK LOGO: VA-099
 DG9992_PROJECTION: FLUSH
 DG9992_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9992+STABILITY: SURFACE MOTION
 DG9992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9992+SATELLITE: SATELLITE OBSERVATIONS - March , 2005
 DG9992
 DG9992  HISTORY     - Date     Condition        Report By
 DG9992  HISTORY     - 200503   MONUMENTED       GEOMET
 DG9992
 DG9992                          STATION DESCRIPTION
 DG9992
 DG9992'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DG9992'THE STATION IS LOCATED IN KING GEORGE COUNTY, VIRGINIA, APPROXIMATELY
 DG9992'14.5 KM (9.0 MILES)  WEST OF DAHLGREN, AND 6.8 KM (4.2 MILES) NORTH OF
 DG9992'KING GEORGE IN THE EAGLE BAY  SUBDIVISION.
 DG9992' 
 DG9992'TO REACH THE STATION FROM THE INTERSECTION OF SR 3 (KINGS HIGHWAY) AND
 DG9992'SR 206 (DAHLGREN  ROAD), GO WEST ON SR 3 FOR 1.6 KM (1.0 MILE) TO ITS
 DG9992'INTERSECTION WITH SR 677 (COMORN ROAD).   TURN RIGHT AND GO NORTHWEST
 DG9992'ON SR 677 FOR 0.3 KM (0.2 MILE) TO ITS INTERSECTION WITH SR  609
 DG9992'(COMORN ROAD).  TURN RIGHT AND GO NORTH ON SR 609 FOR 3.9 KM (2.4
 DG9992'MILES) TO ITS  INTERSECTION WITH SR 218 (CALEDON ROAD).  TURN RIGHT
 DG9992'AND GO NORTHEAST ON SR 218 FOR 3.0  KM (1.9 MILES) TO ITS INTERSECTION
 DG9992'WITH SR 642 (EAGLES NEST LANE).  TURN LEFT AND GO NORTH  ON SR 642 FOR
 DG9992'1.1 KM (0.7 MILE) TO ITS INTERSECTION WITH SR 642 (FITZHUGH LANE) AND
 DG9992'THE  STATION ON THE RIGHT.
 DG9992' 
 DG9992'THE STATION IS 43.0 METERS (141.0 FEET) SOUTH FROM A FENCE POST, 38.4
 DG9992'METERS (126.0 FEET)  SOUTH FROM THE END OF A FENCE, 26.9 METERS (88.4
 DG9992'FEET) NORTHWEST FROM A UTILITY POLE  NUMBERED BM 09, 10.1 METERS (33.0
 DG9992'FEET) WEST FROM AN OVERHEAD WIRE, 4.9 METERS (16.0 FEET)  NORTHEAST
 DG9992'FROM THE CENTERLINE OF FITZHUGH LANE, AND 0.3 METER (1.0 FOOT) EAST
 DG9992'FROM A  WITNESS POST.  THE STATION IS A STANDARD KING GEORGE COUNTY,
 DG9992'VA ALUMINUM SURVEY DISK  SET INTO A POURED IN PLACE CONCRETE MONUMENT
 DG9992'10 INCHES IN DIAMETER, FLUSH WITH THE  GROUND SURFACE AND STAMPED FITZ
 DG9992'2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9032 ***********************************************************************
 HV9032  DESIGNATION -  FITZWATER
 HV9032  PID         -  HV9032
 HV9032  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9032  USGS QUAD   -  NOKESVILLE (1994)
 HV9032
 HV9032                         *CURRENT SURVEY CONTROL
 HV9032  ___________________________________________________________________
 HV9032* NAD 83(1993)-  38 43 08.60594(N)    077 37 19.24437(W)     ADJUSTED  
 HV9032* NAVD 88     -        96.6    (meters)     317.     (feet)  VERTCON   
 HV9032  ___________________________________________________________________
 HV9032  X           -   1,068,144.649 (meters)                     COMP
 HV9032  Y           -  -4,867,115.567 (meters)                     COMP
 HV9032  Z           -   3,968,071.562 (meters)                     COMP
 HV9032  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HV9032  ELLIP HEIGHT-          64.56  (meters)          (06/04/02) GPS OBS
 HV9032  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HV9032
 HV9032  HORZ ORDER  -  SECOND
 HV9032  ELLP ORDER  -  FOURTH    CLASS II
 HV9032
 HV9032.The horizontal coordinates were established by GPS observations
 HV9032.and adjusted by the National Geodetic Survey in November 1994..
 HV9032
 HV9032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9032
 HV9032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9032
 HV9032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9032
 HV9032.The ellipsoidal height was determined by GPS observations
 HV9032.and is referenced to NAD 83.
 HV9032
 HV9032.The geoid height was determined by GEOID03.
 HV9032
 HV9032;                    North         East     Units Scale Factor Converg.
 HV9032;SPC VA N     - 2,117,179.389 3,576,351.784   MT  0.99994995   +0 32 52.7
 HV9032;SPC VA N     - 6,946,112.71 11,733,414.14   sFT  0.99994995   +0 32 52.7
 HV9032;UTM  18      - 4,288,864.688   272,042.750   MT  1.00023995   -1 38 26.8
 HV9032
 HV9032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9032!SPC VA N     -   0.99998987  x   0.99994995  =   0.99993982
 HV9032!UTM  18      -   0.99998987  x   1.00023995  =   1.00022982
 HV9032
 HV9032                          SUPERSEDED SURVEY CONTROL
 HV9032
 HV9032  ELLIP H (11/14/94)   64.53   (m)                       GP(       ) 4 2
 HV9032  ELLIP H (01/27/92)   64.00   (m)                       GP(       ) 4 1
 HV9032  NAD 83(1986)-  38 43 08.60642(N)    077 37 19.25627(W) AD(       ) 2
 HV9032  NGVD 29 (01/20/89)   96.8    (m)          318.     (f) GPS OBS        
 HV9032
 HV9032.Superseded values are not recommended for survey control.
 HV9032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9032.See file dsdata.txt to determine how the superseded data were derived.
 HV9032
 HV9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7204388865(NAD 83)
 HV9032_MARKER: A = ALUMINUM MARKER
 HV9032_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9032_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9032+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9032
 HV9032  HISTORY     - Date     Condition        Report By
 HV9032  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9032
 HV9032                          STATION DESCRIPTION
 HV9032
 HV9032'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9032'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9032'
 HV9032'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28 AND
 HV9032'STATE ROUTE 652, FITZWATER DRIVE, PROCEED NORTHWEST ON ROUTE 652 FOR
 HV9032'2.7 MILES TO THE INTERSECTION WITH ROUT 672, MANLEY ROAD. GO RIGHT
 HV9032'NORTH ON MANLEY ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 HV9032'
 HV9032'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9032'GROUND AND IS STAMPED---29 FITZWATER 1986---. THE STATION IS 3 FEET
 HV9032'WEST OF A WIRE FENCE, 21.84 FEET EAST OF THE CENTER OF ROUTE 672,
 HV9032'MANLEY ROAD, 51.46 FEET EAST OF A WOODEN FENCE ON THE WEST SIDE OF
 HV9032'ROUTE 672, 120.47 FEET NORTH OF POWER POLE 66-25-3.
 HV9032'
 HV9032'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9032'GROUND AND IS STAMPED---29 FITZWATER AZIMUTH 1986---.
 HV9032'
 HV9032'THE AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION, 24.0 FEET EAST
 HV9032'OF CENTER OF MANLEY ROAD, ROUTE 672, 14.93 FEET NORTH-NORTHWEST OF
 HV9032'POWER POLE 66-20-10, 53.47 NORTH OF THE CENTER OF A GRAVEL DRIVEWAY
 HV9032'TO 10905 MANLEY DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0600 ***********************************************************************
 FY0600  DESIGNATION -  FIVE
 FY0600  PID         -  FY0600
 FY0600  STATE/COUNTY-  VA/HALIFAX
 FY0600  USGS QUAD   -  OMEGA (1980)
 FY0600
 FY0600                         *CURRENT SURVEY CONTROL
 FY0600  ___________________________________________________________________
 FY0600* NAD 83(1993)-  36 43 06.39799(N)    078 51 34.77206(W)     ADJUSTED  
 FY0600* NAVD 88     -       139.269  (meters)     456.92   (feet)  ADJUSTED  
 FY0600  ___________________________________________________________________
 FY0600  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FY0600  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0600  DYNAMIC HT  -         139.162 (meters)     456.57  (feet)  COMP
 FY0600  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 FY0600
 FY0600  HORZ ORDER  -  SECOND
 FY0600  VERT ORDER  -  SECOND    CLASS 0
 FY0600
 FY0600.The horizontal coordinates were established by classical geodetic methods
 FY0600.and adjusted by the National Geodetic Survey in September 1995..
 FY0600
 FY0600.The orthometric height was determined by differential leveling
 FY0600.and adjusted by the National Geodetic Survey in June 1991..
 FY0600
 FY0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0600
 FY0600.The geoid height was determined by GEOID03.
 FY0600
 FY0600.The dynamic height is computed by dividing the NAVD 88
 FY0600.geopotential number by the normal gravity value computed on the
 FY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0600.degrees latitude (g = 980.6199 gals.).
 FY0600
 FY0600.The modeled gravity was interpolated from observed gravity values.
 FY0600
 FY0600;                    North         East     Units Scale Factor Converg.
 FY0600;SPC VA S     - 1,042,798.775 3,467,868.292   MT  1.00000910   -0 13 05.8
 FY0600;SPC VA S     - 3,421,248.98 11,377,497.89   sFT  1.00000910   -0 13 05.8
 FY0600;UTM  17      - 4,065,774.392   691,151.797   MT  1.00005017   +1 16 48.2
 FY0600
 FY0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0600!SPC VA S     -   0.99998306  x   1.00000910  =   0.99999216
 FY0600!UTM  17      -   0.99998306  x   1.00005017  =   1.00003323
 FY0600
 FY0600:                Primary Azimuth Mark                     Grid Az
 FY0600:SPC VA S     -  SOUTH BOSTON MUNICIPAL TANK              223 23 11.6
 FY0600:UTM  17      -  SOUTH BOSTON MUNICIPAL TANK              221 53 17.6
 FY0600
 FY0600|---------------------------------------------------------------------|
 FY0600| PID    Reference Object                     Distance      Geod. Az  |
 FY0600|                                                           dddmmss.s |
 FY0600| FY3042 SOUTH BOSTON MUNICIPAL TANK         APPROX. 3.0 KM 2231005.8 |
 FY0600| FY0601 FIVE RM 1                            25.119 METERS 23210     |
 FY0600| FY3044 SOUTH BOSTON VA ELEC STANDPIPE      APPROX. 3.8 KM 2731027.2 |
 FY0600| FY0599 FIVE RM 2                            20.730 METERS 34121     |
 FY0600|---------------------------------------------------------------------|
 FY0600
 FY0600                          SUPERSEDED SURVEY CONTROL
 FY0600
 FY0600  NAD 83(1986)-  36 43 06.39920(N)    078 51 34.77837(W) AD(       ) 2
 FY0600  NAD 27      -  36 43 05.90777(N)    078 51 35.74391(W) AD(       ) 2
 FY0600  NGVD 29 (??/??/92)  139.536  (m)          457.79   (f) ADJ UNCH    2 0
 FY0600
 FY0600.Superseded values are not recommended for survey control.
 FY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0600.See file dsdata.txt to determine how the superseded data were derived.
 FY0600
 FY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9115265774(NAD 83)
 FY0600_MARKER: DR = REFERENCE MARK DISK
 FY0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0600_STAMPING: FIVE 1965
 FY0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0600+STABILITY: SURFACE MOTION
 FY0600
 FY0600  HISTORY     - Date     Condition        Report By
 FY0600  HISTORY     - 1965     MONUMENTED       CGS
 FY0600  HISTORY     - 1965     GOOD             CGS
 FY0600
 FY0600                          STATION DESCRIPTION
 FY0600
 FY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0600'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF CLOVER,
 FY0600'5 MILES SOUTHEAST OF HALIFAX, 2-1/2 MILES NORTHEAST OF SOUTH
 FY0600'BOSTON AND IN THE SOUTHEAST ANGLE AT THE JUNCTION OF STATE
 FY0600'HIGHWAY 304 AND COUNTY ROUTE 716.  IT IS ON PROPERTY OWNED
 FY0600'BY MR. G.G. JONES.
 FY0600'
 FY0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FY0600'AND 501 IN THE SOUTH EDGE OF SOUTH BOSTON, GO EAST ON U.S.
 FY0600'HIGHWAY 58 FOR 0.7 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 FY0600'304 ON THE LEFT, TURN LEFT AND GO NORTHERLY ON STATE HIGHWAY
 FY0600'304 FOR 3.0 MILES TO THE STATION ON THE RIGHT, JUST BEFORE
 FY0600'REACHING COUNTY ROUTE 716 ON THE RIGHT.
 FY0600'
 FY0600'THE STATION MARK IS 123 FEET SOUTHEAST OF THE CENTER LINE
 FY0600'OF THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 304, 78
 FY0600'FEET SOUTH OF TELEPHONE POLE NUMBER BB58, 25.2 FEET EAST
 FY0600'OF THE NORTHEAST CORNER OF ABANDONED SCHOOL, 22 FEET WEST
 FY0600'OF A ROW OF PINE TREES AND 19.0 FEET SOUTHWEST OF A METAL
 FY0600'WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK SET IN A
 FY0600'SQUARE CONCRETE POST, FLUSH AND STAMPED FIVE 1965.
 FY0600'
 FY0600'REFERENCE MARK NO. 1 IS 101 FEET WEST OF THE METAL WITNESS
 FY0600'POST, 120 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH
 FY0600'BOUND TRAFFIC LANE OF STATE HIGHWAY 304 AND 15 FEET NORTHWEST
 FY0600'OF THE NORTHWEST CORNER OF THE SCHOOL.  IT IS A STANDARD
 FY0600'DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED FIVE
 FY0600'NO 1 1965.
 FY0600'
 FY0600'REFERENCE MARK NO. 2 IS 64 FEET NORTHWEST OF THE METAL WITNESS
 FY0600'POST, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 FY0600'TRAFFIC LANE OF STATE HIGHWAY 304 AND 26 FEET SOUTH OF TELEPHONE
 FY0600'POLE NUMBER BB58.  IT IS A STANDARD DISK SET IN A SQUARE
 FY0600'CONCRETE POST, FLUSH AND STAMPED FIVE NO 2 1965.
 FY0600'
 FY0600'NO AZIMUTH MARK WAS SET FOR THIS STATION.  THE VIRGINIA ELECTRIC
 FY0600'CO. STANDPIPE IS VG.
 FY0600'
 FY0600'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 FY0600
 FY0600                          STATION RECOVERY (1965)
 FY0600
 FY0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FY0600'3.1 MI N FROM RIVERDALE.
 FY0600'3.1 MILES NORTH ALONG STATE HIGHWAY 304 FROM THE JUNCTION OF
 FY0600'U.S. HIGHWAY 58 AND STATE HIGHWAY 304, WHICH IS ABOUT 1.0 MILE
 FY0600'EAST OF RIVERDALE, 123 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FY0600'NORTH BOUND LANE OF HIGHWAY, 78 FEET SOUTH OF TELEPHONE POLE
 FY0600'NUMBER BB58, 25.2 FEET EAST OF THE NORTHEAST CORNER OF A
 FY0600'ABANDONED SCHOOL, 22 FEET WEST OF A ROW OF PINE TREES, 19 FEET
 FY0600'SOUTHWEST OF A METAL WITNESS SIGN, 82.41 FEET EAST OF RM 1M
 FY0600'67.95 FEET SOUTH OF RM 2, SET IN THE TOP OF A CONCRETE POST, FLUSH,
 FY0600'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8411 ***********************************************************************
 HV8411  DESIGNATION -  FIVE O
 HV8411  PID         -  HV8411
 HV8411  STATE/COUNTY-  VA/FAIRFAX
 HV8411  USGS QUAD   -  VIENNA (1994)
 HV8411
 HV8411                         *CURRENT SURVEY CONTROL
 HV8411  ___________________________________________________________________
 HV8411* NAD 83(1993)-  38 53 10.05972(N)    077 17 04.65214(W)     ADJUSTED  
 HV8411* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 HV8411  ___________________________________________________________________
 HV8411  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HV8411  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV8411
 HV8411  HORZ ORDER  -  SECOND
 HV8411
 HV8411.The horizontal coordinates were established by classical geodetic methods
 HV8411.and adjusted by the National Geodetic Survey in November 1994..
 HV8411
 HV8411.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8411
 HV8411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8411
 HV8411.The geoid height was determined by GEOID03.
 HV8411
 HV8411;                    North         East     Units Scale Factor Converg.
 HV8411;SPC VA N     - 2,136,058.206 3,605,444.695   MT  0.99995935   +0 45 30.7
 HV8411;SPC VA N     - 7,008,050.96 11,828,863.14   sFT  0.99995935   +0 45 30.7
 HV8411;UTM  18      - 4,306,621.053   301,842.318   MT  1.00008354   -1 26 04.9
 HV8411
 HV8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8411!SPC VA N     -   0.99998456  x   0.99995935  =   0.99994391
 HV8411!UTM  18      -   0.99998456  x   1.00008354  =   1.00006810
 HV8411
 HV8411                          SUPERSEDED SURVEY CONTROL
 HV8411
 HV8411  NAD 83(1993)-  38 53 10.05890(N)    077 17 04.65585(W) AD(       ) 2
 HV8411  NAD 83(1986)-  38 53 10.05870(N)    077 17 04.66449(W) AD(       ) 2
 HV8411  NGVD 29 (01/12/90)  130.4    (m)          428.     (f) VERT ANG       
 HV8411
 HV8411.Superseded values are not recommended for survey control.
 HV8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8411.See file dsdata.txt to determine how the superseded data were derived.
 HV8411
 HV8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0184206621(NAD 83)
 HV8411_MARKER: DE = TRAVERSE STATION DISK
 HV8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV8411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8411+STABILITY: SURFACE MOTION
 HV8411
 HV8411  HISTORY     - Date     Condition        Report By
 HV8411  HISTORY     - 1975     MONUMENTED       VA-059
 HV8411
 HV8411                          STATION DESCRIPTION
 HV8411
 HV8411'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8411'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF FAIRFAX, 1.7 MILES
 HV8411'SOUTHWEST OF VIENNA, 0.9 MILES NORTHEAST OF OAKTON IN THE CENTER OF
 HV8411'THE GRASS MEDIAN STRIP OF CHAIN BRIDGE ROAD BETWEEN OAK VALLEY DRIVE
 HV8411'AND SUTTON ROAD. SEE FAIRFAX COUNTY TAX MAP 48-1, REVISED TO 1-1-76.
 HV8411'
 HV8411'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 236, MAIN STREET, AND
 HV8411'ROUTE 123, CHAIN BRIDGE ROAD, IN FAIRFAX, GO NORTH ON ROUTE 123 FOR
 HV8411'2.7 MILES TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 HV8411'
 HV8411'THE STATION IS A STANDARD FAIRFAX COUNTY VIRGINIA DISK STAMPED---
 HV8411'FIVE-O 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14
 HV8411'INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 12
 HV8411'FEET SE FROM THE LEFT CURB OF THE SOUTH BOUND LANE OF ROUTE 123 AND
 HV8411'17 FEET NW FROM THE CENTERLINE OF THE NORTH BOUND LANES OF ROUTE 123.
 HV8411'
 HV8411'REFERENCE MARK NO. 01 IS A PK NAIL IN A CURB JOINT ALONG THE LEFT SIDE
 HV8411'OF THE NORTH BOUND LANE OF ROUTE 123 LOCATED 12 FEET NW FROM THE
 HV8411'CENTERLINE OF THE NORTH BOUND LANES OF ROUTE 123.
 HV8411'
 HV8411'REFERENCE MARK NO. 02 IS A PK NAIL IN A CURB JOINT ALONG THE LEFT SIDE
 HV8411'OF THE SOUTH BOUND LANE OF ROUTE 123. LOCATED 12 FEET SE FROM THE
 HV8411'CENTERLINE OF THE SOUTH BOUND LANES OF ROUTE 123. AND 15 FEET NW FROM
 HV8411'RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0601 ***********************************************************************
 FY0601  DESIGNATION -  FIVE RM 1
 FY0601  PID         -  FY0601
 FY0601  STATE/COUNTY-  VA/HALIFAX
 FY0601  USGS QUAD   -  OMEGA (1980)
 FY0601
 FY0601                         *CURRENT SURVEY CONTROL
 FY0601  ___________________________________________________________________
 FY0601* NAD 83(1986)-  36 43 05.     (N)    078 51 34.     (W)     SCALED    
 FY0601* NAVD 88     -       138.995  (meters)     456.02   (feet)  ADJUSTED  
 FY0601  ___________________________________________________________________
 FY0601  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0601  DYNAMIC HT  -         138.889 (meters)     455.67  (feet)  COMP
 FY0601  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 FY0601
 FY0601  VERT ORDER  -  SECOND    CLASS 0
 FY0601
 FY0601.The horizontal coordinates were scaled from a topographic map and have
 FY0601.an estimated accuracy of +/- 6 seconds.
 FY0601
 FY0601.The orthometric height was determined by differential leveling
 FY0601.and adjusted by the National Geodetic Survey in June 1991..
 FY0601
 FY0601.The geoid height was determined by GEOID03.
 FY0601
 FY0601.The dynamic height is computed by dividing the NAVD 88
 FY0601.geopotential number by the normal gravity value computed on the
 FY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0601.degrees latitude (g = 980.6199 gals.).
 FY0601
 FY0601.The modeled gravity was interpolated from observed gravity values.
 FY0601
 FY0601;                    North         East    Units  Estimated Accuracy
 FY0601;SPC VA S     - 1,042,760.    3,467,890.      MT  (+/- 180 meters Scaled)
 FY0601
 FY0601                          SUPERSEDED SURVEY CONTROL
 FY0601
 FY0601  NGVD 29 (??/??/92)  139.262  (m)          456.90   (f) ADJ UNCH    2 0
 FY0601
 FY0601.Superseded values are not recommended for survey control.
 FY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0601.See file dsdata.txt to determine how the superseded data were derived.
 FY0601
 FY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA911657(NAD 83)
 FY0601_MARKER: DR = REFERENCE MARK DISK
 FY0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0601_STAMPING: FIVE NO 1 1965
 FY0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0601+STABILITY: SURFACE MOTION
 FY0601
 FY0601  HISTORY     - Date     Condition        Report By
 FY0601  HISTORY     - 1965     MONUMENTED       CGS
 FY0601
 FY0601                          STATION DESCRIPTION
 FY0601
 FY0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0601'3.1 MI N FROM RIVERDALE.
 FY0601'AT THE FIVE STATION SITE-- 82.41 FEET WEST OF THE STATION MARK,
 FY0601'101 FEET WEST OF A METAL WITNESS SIGN, 120 FEET SOUTHEAST OF THE
 FY0601'CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY, 15 FEET NORTHWEST
 FY0601'OF THE NORTHWEST CORNER OF SCHOOL, SET IN THE TOP OF A CONCRETE
 FY0601'POST, FLUSH, AND IS ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0599 ***********************************************************************
 FY0599  DESIGNATION -  FIVE RM 2
 FY0599  PID         -  FY0599
 FY0599  STATE/COUNTY-  VA/HALIFAX
 FY0599  USGS QUAD   -  OMEGA (1980)
 FY0599
 FY0599                         *CURRENT SURVEY CONTROL
 FY0599  ___________________________________________________________________
 FY0599* NAD 83(1986)-  36 43 05.     (N)    078 51 34.     (W)     SCALED    
 FY0599* NAVD 88     -       139.589  (meters)     457.97   (feet)  ADJUSTED  
 FY0599  ___________________________________________________________________
 FY0599  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY0599  DYNAMIC HT  -         139.482 (meters)     457.62  (feet)  COMP
 FY0599  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 FY0599
 FY0599  VERT ORDER  -  SECOND    CLASS 0
 FY0599
 FY0599.The horizontal coordinates were scaled from a topographic map and have
 FY0599.an estimated accuracy of +/- 6 seconds.
 FY0599
 FY0599.The orthometric height was determined by differential leveling
 FY0599.and adjusted by the National Geodetic Survey in June 1991..
 FY0599
 FY0599.The geoid height was determined by GEOID03.
 FY0599
 FY0599.The dynamic height is computed by dividing the NAVD 88
 FY0599.geopotential number by the normal gravity value computed on the
 FY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0599.degrees latitude (g = 980.6199 gals.).
 FY0599
 FY0599.The modeled gravity was interpolated from observed gravity values.
 FY0599
 FY0599;                    North         East    Units  Estimated Accuracy
 FY0599;SPC VA S     - 1,042,760.    3,467,890.      MT  (+/- 180 meters Scaled)
 FY0599
 FY0599                          SUPERSEDED SURVEY CONTROL
 FY0599
 FY0599  NGVD 29 (??/??/92)  139.856  (m)          458.84   (f) ADJ UNCH    2 0
 FY0599
 FY0599.Superseded values are not recommended for survey control.
 FY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0599.See file dsdata.txt to determine how the superseded data were derived.
 FY0599
 FY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA911657(NAD 83)
 FY0599_MARKER: DR = REFERENCE MARK DISK
 FY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0599_STAMPING: FIVE NO 2 1965
 FY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0599+STABILITY: SURFACE MOTION
 FY0599
 FY0599  HISTORY     - Date     Condition        Report By
 FY0599  HISTORY     - 1965     MONUMENTED       CGS
 FY0599
 FY0599                          STATION DESCRIPTION
 FY0599
 FY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY0599'3.1 MI N FROM RIVERDALE.
 FY0599'AT THE FIVE STATION SITE-- 67.95 FEET NORTH OF THE STATION MARK,
 FY0599'64 FEET NORTHWEST OF A METAL WITNESS SIGN, 55 FEET SOUTHEAST
 FY0599'OF THE CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY, 26 FEET
 FY0599'SOUTH OF TELEPHONE POLE BB58, SET IN THE TOP OF A CONCRETE POST,
 FY0599'FLUSH, AND IS ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3537 ***********************************************************************
 HW3537  DESIGNATION -  FLAG
 HW3537  PID         -  HW3537
 HW3537  STATE/COUNTY-  VA/BATH
 HW3537  USGS QUAD   -  WARM SPRINGS (1968)
 HW3537
 HW3537                         *CURRENT SURVEY CONTROL
 HW3537  ___________________________________________________________________
 HW3537* NAD 83(1993)-  38 02 32.84626(N)    079 46 21.89919(W)     ADJUSTED  
 HW3537* NAVD 88     -      1014.1    (meters)    3327.     (feet)  VERTCON   
 HW3537  ___________________________________________________________________
 HW3537  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 HW3537  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 HW3537
 HW3537  HORZ ORDER  -  THIRD
 HW3537
 HW3537.The horizontal coordinates were established by classical geodetic methods
 HW3537.and adjusted by the National Geodetic Survey in November 1994..
 HW3537
 HW3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3537
 HW3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3537
 HW3537.The geoid height was determined by GEOID03.
 HW3537
 HW3537;                    North         East     Units Scale Factor Converg.
 HW3537;SPC VA N     - 2,042,486.449 3,388,279.493   MT  0.99999840   -0 47 39.6
 HW3537;SPC VA N     - 6,701,057.62 11,116,380.30   sFT  0.99999840   -0 47 39.6
 HW3537;UTM  17      - 4,211,236.556   607,689.141   MT  0.99974283   +0 45 22.9
 HW3537
 HW3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3537!SPC VA N     -   0.99984586  x   0.99999840  =   0.99984426
 HW3537!UTM  17      -   0.99984586  x   0.99974283  =   0.99958873
 HW3537
 HW3537|---------------------------------------------------------------------|
 HW3537| PID    Reference Object                     Distance      Geod. Az  |
 HW3537|                                                           dddmmss.s |
 HW3537| AJ3392 FLAG RM 1                             4.431 METERS 04549     |
 HW3537| AJ3393 FLAG RM 2                             6.818 METERS 26147     |
 HW3537| HW3538 HIGH POINT LOOKOUT TOWER            APPROX.16.4 KM 2803314.4 |
 HW3537| AJ3394 FLAG AZ MK                                         3201509.3 |
 HW3537|---------------------------------------------------------------------|
 HW3537
 HW3537                          SUPERSEDED SURVEY CONTROL
 HW3537
 HW3537  NAD 83(1986)-  38 02 32.85292(N)    079 46 21.90857(W) AD(       ) 3
 HW3537  NAD 27      -  38 02 32.40190(N)    079 46 22.72710(W) AD(       ) 3
 HW3537  NGVD 29 (07/19/86) 1014.2    (m)         3327.     (f) VERT ANG       
 HW3537
 HW3537.Superseded values are not recommended for survey control.
 HW3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3537.See file dsdata.txt to determine how the superseded data were derived.
 HW3537
 HW3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC0768911237(NAD 83)
 HW3537_MARKER: DS = TRIANGULATION STATION DISK
 HW3537_SETTING: 66 = SET IN ROCK OUTCROP
 HW3537_STAMPING: FLAG 1957
 HW3537_MARK LOGO: CGS   
 HW3537_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW3537+STABILITY: POSITION/ELEVATION WELL
 HW3537
 HW3537  HISTORY     - Date     Condition        Report By
 HW3537  HISTORY     - 1957     MONUMENTED       CGS
 HW3537  HISTORY     - 19840820 GOOD             NGS
 HW3537
 HW3537                          STATION DESCRIPTION
 HW3537
 HW3537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3537'THE STATION IS APPROXIMATELY 1.0 MILE EAST OF WARM SPRINGS,
 HW3537'ON WARM SPRINGS MOUNTAIN AT A POINT LOCALLY KNOWN AS FLAG
 HW3537'ROCK, ON THE PROPERTY OF VIRGINIA HOT SPRINGS INC.
 HW3537'
 HW3537'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 HW3537'HIGHWAY 39 AT THE NORTH EDGE OF WARM SPRINGS, GO EAST ON
 HW3537'HIGHWAY 39 FOR 1.65 MILES TO SUMMIT OF GRADE AND CROSSROAD,
 HW3537'TURN RIGHT, PASSING UNDER SIGN HOMESTEAD SKYLINE DRIVE, AND
 HW3537'GO SOUTH ON GRADED ROAD FOR 0.9 MILE TO A WIDE SPOT IN ROAD,
 HW3537'TRIANGULAR BLAZE ON 12 INCH TREE ON RIGHT AND END OF TRUCK
 HW3537'TRAVEL.  FROM HERE PACK WEST, UPHILL, TO CREST OF RIDGE, TURN
 HW3537'RIGHT ALONG TRAIL TO THE NORTH END OF ROCK OUTCROP AND
 HW3537'STATION.  ABOUT 10 MINUTES PACK.
 HW3537'
 HW3537'THE STATION MARK, A STANDARD DISK STAMPED FLAG 1957, IS
 HW3537'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 HW3537'8 FEET.
 HW3537'
 HW3537'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAG NO 1 1957,
 HW3537'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 HW3537'PROJECTS 8 FEET.
 HW3537'
 HW3537'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAG NO 2 1957,
 HW3537'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 HW3537'6 FEET.
 HW3537'
 HW3537'AZIMUTH MARK IS A STANDARD DISK STAMPED FLAG 1957, SET IN
 HW3537'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 60
 HW3537'FEET NORTHWEST OF INTERSECTION, 31 FEET NORTHEAST OF A TWIN
 HW3537'OAK TREE, 23-1/2 FEET SOUTHWEST OF FENCE CORNER AND 1 FOOT
 HW3537'SOUTHEAST OF FENCE LINE.
 HW3537'
 HW3537'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 HW3537'220 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF WARM SPRINGS,
 HW3537'GO SOUTH AND WEST ON HIGHWAY 39 FOR 0.35 MILE TO A SIDE
 HW3537'ROAD RIGHT AND MARK ON RIGHT.
 HW3537'
 HW3537'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 HW3537
 HW3537                          STATION RECOVERY (1984)
 HW3537
 HW3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HW3537'THE STATION MARK, REFERENCE MARK ONE AND REFERENCE MARK TWO WERE
 HW3537'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1957.  THE DIRECTIONS TO
 HW3537'THE REFERENCE MARKS WERE NOT MEASURED, HOWEVER THE DISTANCES WERE
 HW3537'CHECKED TO BOTH REFERENCE MARKS AND FOUND TO BE CORRECT.  THE AZIMUTH
 HW3537'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.  A NEW DESCRIPTION FOLLOWS.
 HW3537' 
 HW3537'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) AIRLINE EAST OF WARM
 HW3537'SPRINGS, ON WARM SPRINGS MOUNTAIN AT A POINT LOCALLY KNOWN AS FLAG
 HW3537'ROCK.  TO REACH THE STATION FROM THE JUNCTION OF INTERSECTION OF US
 HW3537'HIGHWAY 220 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF WARM SPRINGS, GO
 HW3537'EAST ON STATE 39 FOR 2.8 KM (1.75 MI) TO THE TOP OF A SUMMIT AND A
 HW3537'NARROW GRADED SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE GRADED ROAD
 HW3537'UPHILL FOR 1.36 KM (0.85 MI) TO A POINT JUST PASS THE END OF A METAL
 HW3537'GUARD RAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK WEST, RIGHT,
 HW3537'TO A SADDLE AT THE CREST OF THE RIDGE.  TURN RIGHT AND PACK NORTH
 HW3537'ALONG THE CREST OF THE RIDGE TO A LARGE OUTCROP OF ROCK AND THE
 HW3537'STATION.
 HW3537' 
 HW3537'THE STATION IS A STANDARD CGS DISK STAMPED--FLAG 1957--, CEMENTED INTO
 HW3537'DRILLHOLE IN ROCK OUTCROP 15.0 M (49.2 FT) LARGEST DIMENSION WHICH
 HW3537'PROJECTS ABOUT 2.5 M (8.2 FT).
 HW3537' 
 HW3537'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--FLAG NO 1 1957--,
 HW3537'CEMENTED IN A DRILLHOLE OF ROCK OUTCROP 3 M (9.8 FT) LARGEST DIMENSION
 HW3537'WHICH PROJECTS ABOUT 2.5 M (8.2 FT).
 HW3537' 
 HW3537'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--FLAG NO 2 1957--,
 HW3537'CEMENTED IN A DRILLHOLE IN ROCK OUTCROP 4 M (13.1 FT) LARGEST
 HW3537'DIMENSION WHICH PROJECTS ABOUT 2.0 M (6.6 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1654 ***********************************************************************
 FW1654  DESIGNATION -  FLAGPOLE
 FW1654  PID         -  FW1654
 FW1654  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1654  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1654
 FW1654                         *CURRENT SURVEY CONTROL
 FW1654  ___________________________________________________________________
 FW1654* NAD 83(1993)-  36 51 08.64505(N)    075 58 32.01611(W)     ADJUSTED  
 FW1654* NAVD 88     -                                                        
 FW1654  ___________________________________________________________________
 FW1654  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 FW1654  GEOID HEIGHT-         -37.72  (meters)                     GEOID03
 FW1654
 FW1654  HORZ ORDER  -  THIRD
 FW1654
 FW1654.The horizontal coordinates were established by classical geodetic methods
 FW1654.and adjusted by the National Geodetic Survey in September 1995..
 FW1654
 FW1654
 FW1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1654
 FW1654.The geoid height was determined by GEOID03.
 FW1654
 FW1654;                    North         East     Units Scale Factor Converg.
 FW1654;SPC VA S     - 1,060,613.258 3,725,108.122   MT  0.99998554   +1 31 55.7
 FW1654;SPC VA S     - 3,479,695.33 12,221,458.90   sFT  0.99998554   +1 31 55.7
 FW1654;UTM  18      - 4,078,943.071   413,029.824   MT  0.99969318   -0 35 06.5
 FW1654
 FW1654                          SUPERSEDED SURVEY CONTROL
 FW1654
 FW1654  NAD 83(1986)-  36 51 08.64986(N)    075 58 32.05636(W) AD(       ) 4
 FW1654  NAD 27      -  36 51 08.10600(N)    075 58 33.29500(W) AD(       ) 3
 FW1654
 FW1654.Superseded values are not recommended for survey control.
 FW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1654.See file dsdata.txt to determine how the superseded data were derived.
 FW1654
 FW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1303078943(NAD 83)
 FW1654_MARKER: 62 = FLAGPOLE
 FW1654
 FW1654  HISTORY     - Date     Condition        Report By
 FW1654  HISTORY     - 1913     FIRST OBSERVED   CGS
 FW1654  HISTORY     - 1921     SEE DESCRIPTION  CGS
 FW1654  HISTORY     - 1943     GOOD             CGS
 FW1654  HISTORY     - 1955     GOOD             AMS
 FW1654  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FW1654
 FW1654                          STATION DESCRIPTION
 FW1654
 FW1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (WHO)
 FW1654'IN THE SOUTHEAST CORNER OF YARD OF LIFE SAVING STATION.
 FW1654'ACCORDING TO STATEMENTS OF THE COAST GUARD OFFICERS STATIONED
 FW1654'HERE, THE ORIGINAL FLAGPOLE AND TOWER WERE BLOWN DOWN DURING
 FW1654'A SEVERE STORM IN 1914.  THE PRESENT TOWER WAS ERECTED SOON
 FW1654'AFTERWARDS IN APPROXIMATELY THE SAME POSITION AS THE ORIGINAL,
 FW1654'BUT FROM ROUGH MEASUREMENTS, ABOUT 3 METERS SOUTH OF IT.  THE
 FW1654'EXACT POSITION WAS NOT DETERMINED.
 FW1654
 FW1654                          STATION RECOVERY (1943)
 FW1654
 FW1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1654'THE PRESENT VIRGINIA BEACH, COAST GUARD STATION FLAGPOLE WAS
 FW1654'RECOVERED AS DESCRIBED.  THE FLAGPOLE IS 81 FEET TALL.
 FW1654
 FW1654                          STATION RECOVERY (1955)
 FW1654
 FW1654'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FW1654'STATION RECOVERED AS DESCRIBED.
 FW1654
 FW1654                          STATION RECOVERY (1959)
 FW1654
 FW1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1654'THE FLAG POLE WAS RECOVERED IN GOOD CONDITION AND APPEARS TO BE
 FW1654'THE ORIGINAL POLE.  IN 1921 THIS STATION WAS REPORTED AS
 FW1654'BLOWN DOWN IN 1914 AND REBUILT IN THE SAME LOCATION.  NO
 FW1654'INFORMATION RECEIVED FROM THE COAST GUARD, IF IT WAS BLOWN DOWN
 FW1654'OR REBUILT.  THIS STATION SHOULD BE USE WITH CARE, BECAUSE
 FW1654'THERE ARE SOME DOUBT WHETHER THIS IS THE 1913 STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4311 ***********************************************************************
 GV4311  DESIGNATION -  FLAGPOLE
 GV4311  PID         -  GV4311
 GV4311  STATE/COUNTY-  VA/GLOUCESTER
 GV4311  USGS QUAD   -  ACHILLES (1983)
 GV4311
 GV4311                         *CURRENT SURVEY CONTROL
 GV4311  ___________________________________________________________________
 GV4311* NAD 83(1993)-  37 15 33.75705(N)    076 25 46.98190(W)     ADJUSTED  
 GV4311* NAVD 88     -                                                        
 GV4311  ___________________________________________________________________
 GV4311  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 GV4311  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 GV4311
 GV4311  HORZ ORDER  -  THIRD
 GV4311
 GV4311.The horizontal coordinates were established by classical geodetic methods
 GV4311.and adjusted by the National Geodetic Survey in September 1995..
 GV4311
 GV4311
 GV4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4311
 GV4311.The geoid height was determined by GEOID03.
 GV4311
 GV4311;                    North         East     Units Scale Factor Converg.
 GV4311;SPC VA S     - 1,104,780.746 3,683,627.074   MT  0.99994717   +1 15 23.4
 GV4311;SPC VA S     - 3,624,601.50 12,085,366.49   sFT  0.99994717   +1 15 23.4
 GV4311;UTM  18      - 4,124,604.302   373,219.246   MT  0.99979800   -0 51 56.5
 GV4311
 GV4311                          SUPERSEDED SURVEY CONTROL
 GV4311
 GV4311  NAD 83(1993)-  37 15 33.75726(N)    076 25 46.99135(W) AD(       ) 4
 GV4311  NAD 83(1986)-  37 15 33.76608(N)    076 25 47.01600(W) AD(       ) 4
 GV4311  NAD 27      -  37 15 33.25400(N)    076 25 48.20600(W) AD(       ) 3
 GV4311
 GV4311.Superseded values are not recommended for survey control.
 GV4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4311.See file dsdata.txt to determine how the superseded data were derived.
 GV4311
 GV4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7321924604(NAD 83)
 GV4311_MARKER: 62 = FLAGPOLE
 GV4311
 GV4311  HISTORY     - Date     Condition        Report By
 GV4311  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4311  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4311  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV4311
 GV4311                          STATION DESCRIPTION
 GV4311
 GV4311'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV4311'THIS IS AN INTERSECTION STATION ON THE N BANK OF THE YORK
 GV4311'RIVER, ON THE MAIN LAND OPPOSITE THE W END OF ELLEN ISLAND.
 GV4311'IT IS A SMALL WOODEN POLE OF TEMPORARY NATURE PROJECTING
 GV4311'ABOUT 40 FEET ABOVE THE GROUND, AND IS NEAR A SMALL ONE-STORY
 GV4311'WHITE HOUSE WHICH MAY BE SEEN FROM THE WATER.
 GV4311
 GV4311                          STATION RECOVERY (1944)
 GV4311
 GV4311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4311'STATION WAS NOT RECOVERED.  THE FLAGPOLE IS NO LONGER STANDING.
 GV4311
 GV4311                          STATION RECOVERY (2002)
 GV4311
 GV4311'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV4311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4932 ***********************************************************************
 GV4932  DESIGNATION -  FLAGPOLE
 GV4932  PID         -  GV4932
 GV4932  STATE/COUNTY-  VA/KING WILLIAM
 GV4932  USGS QUAD   -  NEW KENT (1978)
 GV4932
 GV4932                         *CURRENT SURVEY CONTROL
 GV4932  ___________________________________________________________________
 GV4932* NAD 83(1993)-  37 34 03.22472(N)    076 59 05.01843(W)     ADJUSTED  
 GV4932* NAVD 88     -                                                        
 GV4932  ___________________________________________________________________
 GV4932  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 GV4932  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GV4932
 GV4932  HORZ ORDER  -  THIRD
 GV4932
 GV4932.The horizontal coordinates were established by classical geodetic methods
 GV4932.and adjusted by the National Geodetic Survey in November 1994..
 GV4932
 GV4932
 GV4932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4932
 GV4932.The geoid height was determined by GEOID03.
 GV4932
 GV4932;                    North         East     Units Scale Factor Converg.
 GV4932;SPC VA S     - 1,138,043.737 3,633,855.597   MT  0.99995148   +0 55 10.8
 GV4932;SPC VA S     - 3,733,731.83 11,922,074.57   sFT  0.99995148   +0 55 10.8
 GV4932;UTM  18      - 4,159,688.319   324,718.907   MT  0.99997845   -1 12 37.4
 GV4932
 GV4932                          SUPERSEDED SURVEY CONTROL
 GV4932
 GV4932  NAD 83(1986)-  37 34 03.22619(N)    076 59 05.03445(W) AD(       ) 4
 GV4932  NAD 27      -  37 34 02.70000(N)    076 59 06.13000(W) AD(       ) 3
 GV4932
 GV4932.Superseded values are not recommended for survey control.
 GV4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4932.See file dsdata.txt to determine how the superseded data were derived.
 GV4932
 GV4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2471959688(NAD 83)
 GV4932_MARKER: 62 = FLAGPOLE
 GV4932
 GV4932  HISTORY     - Date     Condition        Report By
 GV4932  HISTORY     - 1912     FIRST OBSERVED   CGS
 GV4932  HISTORY     - 20031111 MARK NOT FOUND   USPSQD
 GV4932
 GV4932                          STATION DESCRIPTION
 GV4932
 GV4932'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8181 ***********************************************************************
 HV8181  DESIGNATION -  FLAGPOLE
 HV8181  PID         -  HV8181
 HV8181  STATE/COUNTY-  VA/CAROLINE
 HV8181  USGS QUAD   -  
 HV8181
 HV8181                         *CURRENT SURVEY CONTROL
 HV8181  ___________________________________________________________________
 HV8181* NAD 83(1986)-  38 12 05.     (N)    077 22 24.     (W)     SCALED    
 HV8181* NAVD 88     -        67.542  (meters)     221.59   (feet)  ADJUSTED  
 HV8181  ___________________________________________________________________
 HV8181  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HV8181  DYNAMIC HT  -          67.501 (meters)     221.46  (feet)  COMP
 HV8181  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 HV8181
 HV8181  VERT ORDER  -  FIRST     CLASS I
 HV8181
 HV8181.The horizontal coordinates were scaled from a topographic map and have
 HV8181.an estimated accuracy of +/- 6 seconds.
 HV8181
 HV8181.The orthometric height was determined by differential leveling
 HV8181.and adjusted by the National Geodetic Survey in June 1991..
 HV8181
 HV8181.The geoid height was determined by GEOID03.
 HV8181
 HV8181.The dynamic height is computed by dividing the NAVD 88
 HV8181.geopotential number by the normal gravity value computed on the
 HV8181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8181.degrees latitude (g = 980.6199 gals.).
 HV8181
 HV8181.The modeled gravity was interpolated from observed gravity values.
 HV8181
 HV8181;                    North         East    Units  Estimated Accuracy
 HV8181;SPC VA N     - 2,059,960.    3,598,680.      MT  (+/- 180 meters Scaled)
 HV8181
 HV8181                          SUPERSEDED SURVEY CONTROL
 HV8181
 HV8181  NGVD 29 (02/12/90)   67.790  (m)          222.41   (f) ADJUSTED    1 1
 HV8181
 HV8181.Superseded values are not recommended for survey control.
 HV8181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8181.See file dsdata.txt to determine how the superseded data were derived.
 HV8181
 HV8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH921308(NAD 83)
 HV8181_MARKER: I = METAL ROD
 HV8181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HV8181_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HV8181_STAMPING: FLAGPOLE 1982
 HV8181_MARK LOGO: NGS   
 HV8181_PROJECTION: FLUSH
 HV8181_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV8181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8181+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 HV8181_ROD/PIPE-DEPTH: 5.49 meters
 HV8181_SLEEVE-DEPTH  : 0.91 meters
 HV8181
 HV8181  HISTORY     - Date     Condition        Report By
 HV8181  HISTORY     - 1982     MONUMENTED       NGS
 HV8181  HISTORY     - 19910819 GOOD             NGS
 HV8181  HISTORY     - 19920824 GOOD             NGS
 HV8181  HISTORY     - 19940815 GOOD             NGS
 HV8181  HISTORY     - 19990210 GOOD             USPSQD
 HV8181  HISTORY     - 20020116 GOOD             USPSQD
 HV8181  HISTORY     - 20050928 GOOD             VADOT
 HV8181
 HV8181                          STATION DESCRIPTION
 HV8181
 HV8181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HV8181'0.6 KM (0.35 MI) EAST ALOG COUNTY ROUTE 610 FROM THE JUNCTION WITH
 HV8181'STATE ROUTE 2, JUST SOUTH OF THE POST OFFICE IN CORBIN, TO A FORK,
 HV8181'THENCE0.6 KM (0.35 MI) EAST ALONG BURMA ROAD TO THE MARK ON THE
 HV8181'GROUNDS OF THE DEPARTMENT OF INTERIOR, FREDERICKSBURG GEOMAGNETIC
 HV8181'CENTER.  53.6 METERS NORTH FROM THE CENTER OF BURMA ROAD, 24.5 METERS
 HV8181'SOUTHWEST FROM A POWERLINE POLE, 1.11 METERS SOUTH FROM A STEEL FLAG
 HV8181'POLE.
 HV8181
 HV8181                          STATION RECOVERY (1991)
 HV8181
 HV8181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HV8181'RECOVERED IN GOOD CONDITION.
 HV8181
 HV8181                          STATION RECOVERY (1992)
 HV8181
 HV8181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HV8181'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV8181'LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.7
 HV8181'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.7 MI) EAST OF
 HV8181'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV8181'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.0 MI)
 HV8181'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2
 HV8181'FOR 4.0 KM (2.5 MI) TO THE INTERSECTION OF COUNTY ROAD 610 (PEPMEIER
 HV8181'HILL ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT
 HV8181'AND GO EASTERLY ON COUNTY ROAD 610 FOR 0.7 KM (0.4 MI) TO A
 HV8181'Y-JUNCTION WHERE COUNTY ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A
 HV8181'SECONDARY ROAD (BURMA ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS
 HV8181'OF THE FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON BURMA
 HV8181'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.3 MI) TO A CIRCLE DRIVEWAY ON THE
 HV8181'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV8181'APPROXIMATELY 135 M (442.9 FT) TO THE MARK ON THE RIGHT BY THE STEEL
 HV8181'FLAGPOLE.  MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 HV8181'DRIVEN TO REFUSAL (DEPTH UNKNOWN), WITHIN A GREASE-FILLED SLEEVE.
 HV8181'THE MARK IS RECESSED 5 CM (2 IN) BELOW THE LOGO CAP, WHICH IS FLUSH
 HV8181'WITH GROUND SURFACE.  THE MARK IS 53.8 M (176.5 FT) NORTH OF THE
 HV8181'CENTER OF BURMA ROAD, 31.0 M (101.7 FT) SOUTHWEST OF THE
 HV8181'SOUTHEASTERNMOST CORNER OF THE OFFICE/MACHINE SHOP FOR N.G.S.
 HV8181'INSTRUMENT AND EQUIPMENT SECTION, 26.8 M (87.9 FT) WEST OF A 41 CM
 HV8181'(16 IN) DIAMETER WHITE PINE, 26.1 M (85.6 FT) EAST OF A 43 CM (17 IN)
 HV8181'DIAMETER WHITE PINE AND 1.0 M (3.3 FT) SOUTH OF A STEEL FLAGPOLE.
 HV8181
 HV8181                          STATION RECOVERY (1994)
 HV8181
 HV8181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (LBG)
 HV8181'MARK IS LOCATED AT THE U.S.G.S. FREDERICKSBURG GEOMAGNETIC CENTER,
 HV8181'LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF BOWLING GREEN, 14.0 KM (8.70
 HV8181'MI) SOUTH-SOUTHEAST OF FREDERICKSBURG AND 1.2 KM (0.75 MI) EAST OF
 HV8181'CORBIN.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH
 HV8181'BYPASS AND STATE HIGHWAY 2, LOCATED ABOUT 9.7 KM (6.00 MI)
 HV8181'SOUTH-SOUTHEAST OF FREDERICKSBURG, GO SOUTHERLY ON STATE HIGHWAY 2 FOR
 HV8181'4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE ROAD 610 (PEPMEIER HILL
 HV8181'ROAD) ON THE LEFT IN THE SMALL COMMUNITY OF CORBIN.  TURN LEFT AND GO
 HV8181'EASTERLY ON STATE ROAD 610 FOR 0.7 KM (0.45 MI) TO A Y-JUNCTION WHERE
 HV8181'STATE ROAD 610 MAKES A SHARP TURN TO THE LEFT AND A SECONDARY ROAD
 HV8181'(OBSERVATORY ROAD) CONTINUES STRAIGHT AHEAD INTO THE GROUNDS OF THE
 HV8181'FREDERICKSBURG GEOMAGNETIC CENTER.  CONTINUE EASTERLY ON OBSERVATORY
 HV8181'ROAD (U.S. PROPERTY) FOR 0.5 KM (0.30 MI) TO A CIRCLE DRIVEWAY ON THE
 HV8181'LEFT.  TURN LEFT AND GO NORTH CURVING TO EAST ON THE DRIVEWAY FOR
 HV8181'APPROXIMATELY 135 M (442.9 FT) TO THE MARK ON THE RIGHT BY THE STEEL
 HV8181'FLAGPOLE.  MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 HV8181'DRIVEN TO REFUSAL (DEPTH UNKNOWN), WITHIN A GREASE-FILLED SLEEVE. THE
 HV8181'MARK IS RECESSED 5 CM (2 IN) BELOW THE LOGO CAP, WHICH IS FLUSH WITH
 HV8181'GROUND SURFACE.  THE MARK IS 53.8 M (176.5 FT) NORTH OF THE CENTER OF
 HV8181'OBSERVATORY ROAD, 31.0 M (101.7 FT) SOUTHWEST OF THE SOUTHEASTERNMOST
 HV8181'CORNER OF THE OFFICE/MACHINE SHOP (BUILDING 1) FOR N.G.S. INSTRUMENT
 HV8181'AND EQUIPMENT SECTION, 26.8 M (87.9 FT) WEST OF A 41 CM (16 IN)
 HV8181'DIAMETER WHITE PINE, 26.1 M (85.6 FT) EAST OF A 43 CM (17 IN)DIAMETER
 HV8181'WHITE PINE AND 1.0 M (3.3 FT) SOUTH OF A STEEL FLAGPOLE.
 HV8181
 HV8181                          STATION RECOVERY (1999)
 HV8181
 HV8181'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV8181'RECOVERED IN GOOD CONDITION.
 HV8181
 HV8181                          STATION RECOVERY (2002)
 HV8181
 HV8181'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 HV8181'RECOVERED IN GOOD CONDITION.
 HV8181
 HV8181                          STATION RECOVERY (2005)
 HV8181
 HV8181'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2005 (JCA)
 HV8181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1741 ***********************************************************************
 GW1741  DESIGNATION -  FLAT
 GW1741  PID         -  GW1741
 GW1741  STATE/COUNTY-  VA/BOTETOURT
 GW1741  USGS QUAD   -  SALISBURY (1985)
 GW1741
 GW1741                         *CURRENT SURVEY CONTROL
 GW1741  ___________________________________________________________________
 GW1741* NAD 83(1993)-  37 32 25.98999(N)    079 51 45.26858(W)     ADJUSTED  
 GW1741* NAVD 88     -       345.547  (meters)    1133.68   (feet)  ADJUSTED  
 GW1741  ___________________________________________________________________
 GW1741  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GW1741  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1741  DYNAMIC HT  -         345.265 (meters)    1132.76  (feet)  COMP
 GW1741  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GW1741
 GW1741  HORZ ORDER  -  SECOND
 GW1741  VERT ORDER  -  SECOND    CLASS 0
 GW1741
 GW1741.The horizontal coordinates were established by classical geodetic methods
 GW1741.and adjusted by the National Geodetic Survey in November 1994..
 GW1741
 GW1741.The orthometric height was determined by differential leveling
 GW1741.and adjusted by the National Geodetic Survey in June 1991..
 GW1741
 GW1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW1741
 GW1741.The geoid height was determined by GEOID03.
 GW1741
 GW1741.The dynamic height is computed by dividing the NAVD 88
 GW1741.geopotential number by the normal gravity value computed on the
 GW1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1741.degrees latitude (g = 980.6199 gals.).
 GW1741
 GW1741.The modeled gravity was interpolated from observed gravity values.
 GW1741
 GW1741;                    North         East     Units Scale Factor Converg.
 GW1741;SPC VA S     - 1,134,840.845 3,379,589.133   MT  0.99994995   -0 49 37.1
 GW1741;SPC VA S     - 3,723,223.67 11,087,868.68   sFT  0.99994995   -0 49 37.1
 GW1741;UTM  17      - 4,155,448.173   600,484.435   MT  0.99972437   +0 41 35.2
 GW1741
 GW1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW1741!SPC VA S     -   0.99995086  x   0.99994995  =   0.99990081
 GW1741!UTM  17      -   0.99995086  x   0.99972437  =   0.99967524
 GW1741
 GW1741:                Primary Azimuth Mark                     Grid Az
 GW1741:SPC VA S     -  FLAT AZ MK                               029 10 47.9
 GW1741:UTM  17      -  FLAT AZ MK                               027 39 35.6
 GW1741
 GW1741|---------------------------------------------------------------------|
 GW1741| PID    Reference Object                     Distance      Geod. Az  |
 GW1741|                                                           dddmmss.s |
 GW1741| GW1743 FLAT AZ MK                                         0282110.8 |
 GW1741| DC3393 FLAT RM 1                            12.231 METERS 10759     |
 GW1741|---------------------------------------------------------------------|
 GW1741
 GW1741                          SUPERSEDED SURVEY CONTROL
 GW1741
 GW1741  NAD 83(1986)-  37 32 25.99058(N)    079 51 45.28302(W) AD(       ) 2
 GW1741  NAD 27      -  37 32 25.52001(N)    079 51 46.12686(W) AD(       ) 2
 GW1741  NGVD 29 (??/??/92)  345.732  (m)         1134.29   (f) ADJ UNCH    2 0
 GW1741
 GW1741.Superseded values are not recommended for survey control.
 GW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1741.See file dsdata.txt to determine how the superseded data were derived.
 GW1741
 GW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0048455448(NAD 83)
 GW1741_MARKER: DE = TRAVERSE STATION DISK
 GW1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1741_STAMPING: FLAT 1964
 GW1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1741+STABILITY: SURFACE MOTION
 GW1741
 GW1741  HISTORY     - Date     Condition        Report By
 GW1741  HISTORY     - 1964     MONUMENTED       CGS
 GW1741  HISTORY     - 1964     GOOD             CGS
 GW1741  HISTORY     - 19960420 GOOD             USPSQD
 GW1741
 GW1741                          STATION DESCRIPTION
 GW1741
 GW1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW1741'THE STATION IS LOCATED 2.8 MILES NORTHEAST OF FINCASTLE,
 GW1741'ABOUT 125 FEET EAST OF U.S. HIGHWAY 220, IN PASTURE LAND,
 GW1741'OWNED BY MR. NOBLE.
 GW1741'
 GW1741'TO REACH THE STATION FROM THE COURTHOUSE IN FINCASTLE, GO
 GW1741'WEST ON MAIN STREET FOR 0.1 MILE, TURN RIGHT ON U.S. HIGHWAY
 GW1741'220 FOR 3.35 MILES, TO A WOODEN GATE ON THE RIGHT, TURN RIGHT
 GW1741'THROUGH THE GATE AND GO ABOUT 125 FEET, TO THE WITNESS POST
 GW1741'AND STATION MARK.
 GW1741'
 GW1741'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED, FLAT
 GW1741'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 GW1741'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.3
 GW1741'FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND 3.7 FEET
 GW1741'NORTH OF THE EASTWEST FENCELINE.
 GW1741'
 GW1741'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, FLAT NO.
 GW1741'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 GW1741'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 1.0
 GW1741'FEET NORTH OF THE EASTWEST FENCELINE AND 41.8 FEET EAST OF
 GW1741'A STANDARD METAL WITNESS POST.
 GW1741'
 GW1741'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, FLAT 1964, SET
 GW1741'IN A DRILL HOLE, IN A CONCRETE CULVERT, ON THE EAST SIDE OF
 GW1741'U.S. HIGHWAY 220, APPROXIMATELY FLUSH WITH THE HIGHWAY SURFACE.
 GW1741'IT IS 12.3 FEET WEST OF THE NORTHSOUTH FENCELINE AND 17.9
 GW1741'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 220.
 GW1741'
 GW1741'TO REACH THE AZIMUTH MARK, FROM THE WOODEN GATE AT SAID STATION,
 GW1741'GO NORTH ON U.S. HIGHWAY 220 FOR 0.45 MILE, TO A CULVERT
 GW1741'ON THE RIGHT AND AZIMUTH MARK, AS DESCRIBED.
 GW1741
 GW1741                          STATION RECOVERY (1964)
 GW1741
 GW1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GW1741'3.3 MI N FROM FINCASTLE.
 GW1741'FROM THE COURT HOUSE IN FINCASTLE, GO WEST ON MAIN STREET FOR 0.1
 GW1741'MILE TO U.S. HIGHWAY 220, THENCE NORTH ON U.S. HIGHWAY 220 FOR
 GW1741'3.3 MILES TO A WOOD GATE ON THE RIGHT, PASS THROUGH GATE TO THE
 GW1741'STATION SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 GW1741'125 FEET EAST OF THE GATE, 40.13 FEET WEST OF RM 1, 3.3 FEET
 GW1741'NORTHEAST OF A METAL WITNESS SIGN, 3.3 FEET NORTH OF THE EAST
 GW1741'WEST FENCE LINE AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 GW1741'HIGHWAY.
 GW1741
 GW1741                          STATION RECOVERY (1996)
 GW1741
 GW1741'RECOVERY NOTE BY US POWER SQUADRON 1996
 GW1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2209 ***********************************************************************
 GW2209  DESIGNATION -  FLAT
 GW2209  PID         -  GW2209
 GW2209  STATE/COUNTY-  VA/BEDFORD
 GW2209  USGS QUAD   -  IRVING (1985)
 GW2209
 GW2209                         *CURRENT SURVEY CONTROL
 GW2209  ___________________________________________________________________
 GW2209* NAD 83(1993)-  37 19 17.23308(N)    079 37 55.50903(W)     ADJUSTED  
 GW2209* NAVD 88     -       580.7    (meters)    1905.     (feet)  VERTCON   
 GW2209  ___________________________________________________________________
 GW2209  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 GW2209  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GW2209
 GW2209  HORZ ORDER  -  SECOND
 GW2209
 GW2209.The horizontal coordinates were established by classical geodetic methods
 GW2209.and adjusted by the National Geodetic Survey in September 1995..
 GW2209
 GW2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2209
 GW2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2209
 GW2209.The geoid height was determined by GEOID03.
 GW2209
 GW2209;                    North         East     Units Scale Factor Converg.
 GW2209;SPC VA S     - 1,110,257.888 3,399,664.789   MT  0.99994572   -0 41 13.5
 GW2209;SPC VA S     - 3,642,571.09 11,153,733.56   sFT  0.99994572   -0 41 13.5
 GW2209;UTM  17      - 4,131,410.510   621,200.418   MT  0.99978095   +0 49 46.0
 GW2209
 GW2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2209!SPC VA S     -   0.99991397  x   0.99994572  =   0.99985969
 GW2209!UTM  17      -   0.99991397  x   0.99978095  =   0.99969494
 GW2209
 GW2209|---------------------------------------------------------------------|
 GW2209| PID    Reference Object                     Distance      Geod. Az  |
 GW2209|                                                           dddmmss.s |
 GW2209| DC3393 FLAT RM 1                             5.102 METERS 06853     |
 GW2209| GW2206 BEDFORD STATE FOREST LOT            APPROX. 9.7 KM 0902516.6 |
 GW2209| DC3394 FLAT RM 2                             5.316 METERS 19535     |
 GW2209|---------------------------------------------------------------------|
 GW2209
 GW2209                          SUPERSEDED SURVEY CONTROL
 GW2209
 GW2209  NAD 83(1993)-  37 19 17.23343(N)    079 37 55.50914(W) AD(       ) 2
 GW2209  NAD 83(1986)-  37 19 17.23975(N)    079 37 55.52026(W) AD(       ) 2
 GW2209  NAD 27      -  37 19 16.73551(N)    079 37 56.40623(W) AD(       ) 2
 GW2209  NGVD 29 (07/19/86)  580.9    (m)         1906.     (f) VERT ANG       
 GW2209
 GW2209.Superseded values are not recommended for survey control.
 GW2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2209.See file dsdata.txt to determine how the superseded data were derived.
 GW2209
 GW2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2120031411(NAD 83)
 GW2209_MARKER: DS = TRIANGULATION STATION DISK
 GW2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2209
 GW2209  HISTORY     - Date     Condition        Report By
 GW2209  HISTORY     - 1964     MONUMENTED       CGS
 GW2209  HISTORY     - 1971     GOOD             NGS
 GW2209
 GW2209                          STATION DESCRIPTION
 GW2209
 GW2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2209'THE STATION IS LOCATED 7 MILES SOUTHEAST OF MONTVALE, 6 MILES
 GW2209'SOUTHWEST OF BEDFORD AND AT THE SITE OF AIRWAYS BEACON NO.
 GW2209'41.
 GW2209'
 GW2209'TO REACH THE STATION FROM THE MONTVALE SCHOOL ON THE NORTH
 GW2209'SIDE OF U.S. HIGHWAY 460 IN MONTVALE, GO EAST ON U.S. HIGHWAY
 GW2209'460 FOR 6.0 MILES TO COUNTY ROUTE 689 ON THE RIGHT, TURN
 GW2209'RIGHT ON COUNTY ROUTE 689 AND GO 0.2 MILE TO A CROSSROAD,
 GW2209'CONTINUE STRAIGHT AHEAD AND GO 1.45 MILES TO A FORK, KEEP
 GW2209'LEFT AND GO 0.05 MILE TO A SIDE ROAD ON THE LEFT AND SIGN
 GW2209'FOREST FIRE TRAIL, TURN LEFT AND GO 1.5 MILES TO A SIDE
 GW2209'ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD AND GO 0.45 MILE TO
 GW2209'A FORK, KEEP LEFT AND GO 0.2 MILE TO A FORK, KEEP LEFT AND
 GW2209'GO 0.5 MILE TO THE END OF ROAD, AIRWAY BEACON SITE AND THE
 GW2209'STATION.
 GW2209'
 GW2209'THE STATION MARK IS 15.3 FEET SOUTHWEST OF THE NORTHWEST
 GW2209'LEG OF AIRWAY BEACON NO. 41 AND 11.1 FEET WEST OF THE SOUTHWEST
 GW2209'LEG OF BEACON.  IT IS A STANDARD DISK SET IN A FLUSH SQUARE
 GW2209'CONCRETE MONUMENT AND IS STAMPED FLAT 1964.
 GW2209'
 GW2209'REFERENCE MARK NO. 1 IS UNDER THE CENTER OF AIRWAY BEACON NO.
 GW2209'41.  IT IS A STANDARD DISK SET IN A FLUSH SQUARE CONCRETE
 GW2209'MONUMENT AND IS STAMPED FLAT NO 1 1964.
 GW2209'
 GW2209'REFERENCE MARK NO. 2 IS 31.4 FEET SOUTHWEST OF THE NORTHWEST
 GW2209'LEG OF THE BEACON, AND 24.3 FEET SOUTHWEST OF THE SOUTHWEST
 GW2209'LEG OF THE BEACON.  IT IS A STANDARD DISK CEMENTED IN A
 GW2209'DRILLED HOLE IN A BOULDER AND IS STAMPED FLAT NO 2 1964.
 GW2209'THE BOULDER PROJECTS ABOUT 2 INCHES.
 GW2209'
 GW2209'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 GW2209'
 GW2209'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 GW2209
 GW2209                          STATION RECOVERY (1971)
 GW2209
 GW2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GW2209'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 GW2209'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT ONLY
 GW2209'THE ANCHORS OF THE AIRWAY BEACON REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV0694 ***********************************************************************
 HV0694  DESIGNATION -  FLAT
 HV0694  PID         -  HV0694
 HV0694  STATE/COUNTY-  VA/ARLINGTON
 HV0694  USGS QUAD   -  WASHINGTON WEST (1983)
 HV0694
 HV0694                         *CURRENT SURVEY CONTROL
 HV0694  ___________________________________________________________________
 HV0694* NAD 83(1993)-  38 55 18.27347(N)    077 06 31.64697(W)     ADJUSTED  
 HV0694* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 HV0694  ___________________________________________________________________
 HV0694  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HV0694  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HV0694
 HV0694  HORZ ORDER  -  THIRD
 HV0694
 HV0694.The horizontal coordinates were established by classical geodetic methods
 HV0694.and adjusted by the National Geodetic Survey in November 1994..
 HV0694
 HV0694.The orthometric height was scaled from a topographic map.
 HV0694
 HV0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV0694
 HV0694.The geoid height was determined by GEOID03.
 HV0694
 HV0694;                    North         East     Units Scale Factor Converg.
 HV0694;SPC VA N     - 2,140,227.913 3,620,638.942   MT  0.99996245   +0 52 05.8
 HV0694;SPC VA N     - 7,021,731.08 11,878,712.93   sFT  0.99996245   +0 52 05.8
 HV0694;SPC MD       -   139,324.534   390,565.942   MT  0.99995017   -0 04 05.8
 HV0694;SPC MD       -   457,100.58  1,281,381.76   sFT  0.99995017   -0 04 05.8
 HV0694;UTM  18      - 4,310,206.493   317,186.341   MT  1.00001155   -1 19 30.8
 HV0694
 HV0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV0694!SPC VA N     -   1.00000504  x   0.99996245  =   0.99996749
 HV0694!SPC MD       -   1.00000504  x   0.99995017  =   0.99995521
 HV0694!UTM  18      -   1.00000504  x   1.00001155  =   1.00001659
 HV0694
 HV0694:                Primary Azimuth Mark                     Grid Az
 HV0694:SPC VA N     -  STAFF                                    051 59 28.9
 HV0694:SPC MD       -  STAFF                                    052 55 40.5
 HV0694:UTM  18      -  STAFF                                    054 11 05.5
 HV0694
 HV0694|---------------------------------------------------------------------|
 HV0694| PID    Reference Object                     Distance      Geod. Az  |
 HV0694|                                                           dddmmss.s |
 HV0694| HV4372 STAFF                               470.067 METERS 0525134.7 |
 HV0694| HV3077 SAND                                263.188 METERS 14042     |
 HV0694| HV3551 YEL 1913                            APPROX. 0.7 KM 3180316.1 |
 HV0694|---------------------------------------------------------------------|
 HV0694
 HV0694                          SUPERSEDED SURVEY CONTROL
 HV0694
 HV0694  NAD 83(1993)-  38 55 18.27236(N)    077 06 31.64863(W) AD(       ) 3
 HV0694  NAD 83(1986)-  38 55 18.27222(N)    077 06 31.65863(W) AD(       ) 3
 HV0694  NAD 27      -  38 55 17.87200(N)    077 06 32.72800(W) AD(       ) 3
 HV0694
 HV0694.Superseded values are not recommended for survey control.
 HV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV0694.See file dsdata.txt to determine how the superseded data were derived.
 HV0694
 HV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1718610206(NAD 83)
 HV0694_MARKER: DS = TRIANGULATION STATION DISK
 HV0694_SETTING: 66 = SET IN ROCK OUTCROP
 HV0694
 HV0694  HISTORY     - Date     Condition        Report By
 HV0694  HISTORY     - 1913     MONUMENTED       CGS
 HV0694  HISTORY     - 1946     GOOD             CGS
 HV0694  HISTORY     - 20041010 GOOD             GEOCAC
 HV0694
 HV0694                          STATION DESCRIPTION
 HV0694
 HV0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (OBF)
 HV0694'STATION IS ON A BARE PROJECTING LEDGE OF A SOMEWHAT ROUNDING
 HV0694'POINT NEXT ABOVE THE POINT UPON WHICH THE STATION SAND WAS
 HV0694'PLACED.  IT IS ABOUT 3/4 MILE BELOW THE CHAIN BRIDGE.  THE LEDGE
 HV0694'IS COVERED WITH WATER DURING HIGH-WATER STAGES.
 HV0694'
 HV0694'THE STATION IS MARKED BY A REGULAR C. AND G.S. STATION MARK
 HV0694'SET IN A HIGH POINT OF THE ROCK.  THERE IS A 1-INCH DRILL HOLE IN
 HV0694'THE LEDGE AT A DISTANCE OF 1.27 METERS FROM THE STATION AND
 HV0694'AT AN ANGLE OF 63 DEG 20 MIN TO RIGHT OF STATION YEL.  THERE
 HV0694'IS A 1-INCH IRON BOLT SET IN THE ROCK AT A DISTANCE OF 2.95
 HV0694'METERS FROM THE STATION AND AT AN ANGLE OF 326 DEG 40 MIN TO
 HV0694'RIGHT OF YEL.
 HV0694
 HV0694                          STATION RECOVERY (1946)
 HV0694
 HV0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JMN)
 HV0694'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HV0694'DESCRIPTION IS ADEQUATE.
 HV0694
 HV0694                          STATION RECOVERY (2004)
 HV0694
 HV0694'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 HV0694'THE DISK HAS BEEN REMOVED AND ITS DRILL HOLE NOW HAS A 1-INCH DIAMETER
 HV0694'BRONZE BOLT IN IT. THE MEASUREMENTS OF THE 1-INCH DRILL HOLE MATCH THE
 HV0694'DISTANCE (50 INCHES) AND AZIMUTH OF THE DESCRIPTION. THE 1-INCH IRON
 HV0694'BOLT SEEN NEAR THE STATION HAD MEASUREMENTS THAT DO NOT MATCH THOSE IN
 HV0694'THE DESCRIPTION. THE IRON BOLT IS 1.57 METERS (62 INCHES) FROM THE
 HV0694'STATION AND APPROXIMATELY 204 DEGREES TO THE RIGHT OF YEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1069 ***********************************************************************
 FW1069  DESIGNATION -  FLAT
 FW1069  PID         -  FW1069
 FW1069  STATE/COUNTY-  VA/ACCOMACK
 FW1069  USGS QUAD   -  BLOXOM (1979)
 FW1069
 FW1069                         *CURRENT SURVEY CONTROL
 FW1069  ___________________________________________________________________
 FW1069* NAD 83(1993)-  37 49 01.36144(N)    075 30 09.91024(W)     ADJUSTED  
 FW1069* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 FW1069  ___________________________________________________________________
 FW1069  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FW1069  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 FW1069
 FW1069  HORZ ORDER  -  SECOND
 FW1069
 FW1069.The horizontal coordinates were established by classical geodetic methods
 FW1069.and adjusted by the National Geodetic Survey in November 1994..
 FW1069
 FW1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1069
 FW1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1069
 FW1069.The geoid height was determined by GEOID03.
 FW1069
 FW1069;                    North         East     Units Scale Factor Converg.
 FW1069;SPC VA S     - 1,168,847.633 3,763,857.636   MT  0.99997612   +1 49 08.8
 FW1069;SPC VA S     - 3,834,794.28 12,348,589.59   sFT  0.99997612   +1 49 08.8
 FW1069;UTM  18      - 4,185,635.119   455,750.066   MT  0.99962412   -0 18 29.8
 FW1069
 FW1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1069!SPC VA S     -   1.00000560  x   0.99997612  =   0.99998172
 FW1069!UTM  18      -   1.00000560  x   0.99962412  =   0.99962971
 FW1069
 FW1069:                Primary Azimuth Mark                     Grid Az
 FW1069:SPC VA S     -  WALLOPS ISLAND NASA RADAR TWR            032 26 17.6
 FW1069:UTM  18      -  WALLOPS ISLAND NASA RADAR TWR            034 33 56.2
 FW1069
 FW1069|---------------------------------------------------------------------|
 FW1069| PID    Reference Object                     Distance      Geod. Az  |
 FW1069|                                                           dddmmss.s |
 FW1069| FW0790 WALLOPS ISLAND NASA RADAR TWR       APPROX. 2.8 KM 0341526.4 |
 FW1069| FW0791 WALLOPS ISLAND NASA WATER TANK      APPROX. 3.5 KM 0353405.2 |
 FW1069| DC7304 FLAT RM 1                            21.139 METERS 22300     |
 FW1069| DC7305 FLAT RM 2                            22.000 METERS 34554     |
 FW1069|---------------------------------------------------------------------|
 FW1069
 FW1069                          SUPERSEDED SURVEY CONTROL
 FW1069
 FW1069  NAD 83(1993)-  37 49 01.35904(N)    075 30 09.91827(W) AD(       ) 2
 FW1069  NAD 83(1986)-  37 49 01.35860(N)    075 30 09.94712(W) AD(       ) 2
 FW1069  NAD 27      -  37 49 00.90542(N)    075 30 11.20852(W) AD(       ) 2
 FW1069  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 FW1069
 FW1069.Superseded values are not recommended for survey control.
 FW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1069.See file dsdata.txt to determine how the superseded data were derived.
 FW1069
 FW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5575085635(NAD 83)
 FW1069_MARKER: DS = TRIANGULATION STATION DISK
 FW1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1069_SP_SET: PREFABRICATED CONCRETE POST
 FW1069
 FW1069  HISTORY     - Date     Condition        Report By
 FW1069  HISTORY     - 1962     MONUMENTED       CGS
 FW1069  HISTORY     - 1968     GOOD             CGS
 FW1069  HISTORY     - 1975     GOOD             NGS
 FW1069
 FW1069                          STATION DESCRIPTION
 FW1069
 FW1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW1069'THE STATION IS LOCATED IN A MARSHLAND ABOUT 450 FEET SOUTHWEST
 FW1069'OF THE EXTREME NORTH TIP OF ASSAWOMAN ISLAND.
 FW1069'
 FW1069'THE STATION IS BEST REACHED BY BOAT FROM THE SOUTHWEST END
 FW1069'OF WALLOPS ISLAND
 FW1069'
 FW1069'THE STATION IS A STANDARD DISK STAMPED FLAT 1962, SET IN
 FW1069'THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 4 INCHES FROM
 FW1069'THE GROUND.  IT IS 4.5 FEET EAST OF A STANDARD METAL WITNESS
 FW1069'POST.  150 FEET EAST OF A MARSH LINE.  350 FEET SOUTH OF THE
 FW1069'CHANNEL.
 FW1069'
 FW1069'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FLAT NO. 1
 FW1069'1962, SET IN THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 4
 FW1069'INCHES FROM THE GROUND.  IT IS 145 FEET EAST OF A MARSH LINE.
 FW1069'600 FEET WEST OF THE OCEAN.  68.1 FEET SOUTH OF A STANDARD
 FW1069'METAL WITNESS POST.
 FW1069'
 FW1069'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FLAT NO. 2
 FW1069'1962, SET IN THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING
 FW1069'4 INCHES FROM THE GROUND.  IT IS 350 FEET SOUTH OF THE CHANNEL.
 FW1069'180 FEET EAST OF A MARSH LINE.  69.2 FEET NORTHWEST OF A
 FW1069'STANDARD METAL WITNESS POST.
 FW1069
 FW1069                          STATION RECOVERY (1968)
 FW1069
 FW1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JC)
 FW1069'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FW1069'THE DIRECTION TO THE REFERENCE MARKS DID NOT CHECK AND A SECOND SET
 FW1069'OF OBSERVATIONS WERE TAKEN AND THE RESULTS MEANED.  THE DISTANCE TO
 FW1069'RM 1 CHECKED.  THE DISTANCE TO RM 2 DID NOT CHECK.  DUE TO VARIOUS
 FW1069'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 FW1069'
 FW1069'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF POCOMOKE CITY,
 FW1069'MARYLAND, 2-1/4 MILES SOUTHWEST OF CENTER OF WALLOPS ISLAND IN A
 FW1069'MARSH AREA ABOUT 520 FEET SOUTH OF THE INLET BETWEEN WALLOPS ISLAND
 FW1069'AND ASSAWOMAN ISLAND.  THE STATION IS LOCATED ON ASSAWOMAN ISLAND.
 FW1069'
 FW1069'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 13 AND STATE HIGHWAY 175
 FW1069'WHICH IS ABOUT 8 MILES SOUTH OF POCOMOKE CITY.  GO EASTERLY ON 175
 FW1069'FOR 3.45 MILES TO A CROSSROADS AT THE JUNCTION OF STATE HIGHWAY
 FW1069'679.  TURN RIGHT AND GO SOUTHERLY ON 679 FOR 1.7 MILES TO THE POST
 FW1069'OFFICE AT ATLANTIC, VIRGINIA.  CONTINUE SOUTHERLY ON 679 FOR 2.1
 FW1069'MILES TO A ROAD FORK AT THE JUNCTION OF STATE HIGHWAYS 679 AND
 FW1069'803.  KEEP LEFT AND GO EASTERLY ON 803 FOR 1.0 MILE TO A GUARD
 FW1069'HOUSE AT THE ENTRANCE TO NASA MISSILE RANGE ON WALLOPS ISLAND.
 FW1069'CONTINUE EASTERLY ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROADS.
 FW1069'TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR 1.85 MILES TO
 FW1069'WHERE ROAD TURNS LEFT, TURN LEFT AND GO EASTERLY FOR 0.05 MILE.
 FW1069'TURN RIGHT AND GO SOUTHWESTERLY FOLLOWING SANDY BEACH FOR
 FW1069'0.2 MILE TO INLET, CROSS INLET AND STATION IS LOCATED 520 FEET
 FW1069'SOUTHWESTERLY UNDER A HYDRO SIGNAL.
 FW1069'
 FW1069'ALL MARKS ARE STANDARD DISKS CLAMPED TO COPPER RODS DRIVEN IN THE
 FW1069'GROUND.
 FW1069'
 FW1069'STATION MARK, STAMPED FLAT 1962, PROJECTS 14 INCHES.  IT IS 325 FEET
 FW1069'NORTHWEST OF THE EAST SHORE OF THE ATLANTIC OCEAN, 135 FEET EAST OF
 FW1069'THE MARSH LINE AND 4.7 FEET EAST OF A WITNESS POST.
 FW1069'
 FW1069'RM 1, STAMPED FLAT NO 1 1962, PROJECTS 1 INCH.  IT IS 100 FEET EAST
 FW1069'OF THE MARSH LINE AND 68 FEET SOUTHWEST OF THE WITNESS POST.
 FW1069'
 FW1069'RM 2, STAMPED FLAT NO 2 1962, PROJECTS 5 INCHES.  IT IS 110 FEET
 FW1069'EAST OF THE MARSH LINE AND 69 FEET NORTHWEST OF THE WITNESS POST.
 FW1069'
 FW1069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTHEAST
 FW1069'OF POCOMOKE CITY.
 FW1069'
 FW1069'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FW1069
 FW1069                          STATION RECOVERY (1975)
 FW1069
 FW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1069'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 FW1069'THEY ARE DESCRIBED IN THE RECOVERY NOTE OF J. COLLINS IN 1968.
 FW1069'
 FW1069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTHEAST
 FW1069'OF POCOMOKE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1638 ***********************************************************************
 FW1638  DESIGNATION -  FLAT
 FW1638  PID         -  FW1638
 FW1638  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1638  USGS QUAD   -  NORTH BAY (1986)
 FW1638
 FW1638                         *CURRENT SURVEY CONTROL
 FW1638  ___________________________________________________________________
 FW1638* NAD 83(1993)-  36 38 26.72357(N)    075 54 42.79648(W)     ADJUSTED  
 FW1638* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1638  ___________________________________________________________________
 FW1638  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FW1638  GEOID HEIGHT-         -38.19  (meters)                     GEOID03
 FW1638
 FW1638  HORZ ORDER  -  SECOND
 FW1638
 FW1638.The horizontal coordinates were established by classical geodetic methods
 FW1638.and adjusted by the National Geodetic Survey in September 1995..
 FW1638
 FW1638.The orthometric height was scaled from a topographic map.
 FW1638
 FW1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1638
 FW1638.The geoid height was determined by GEOID03.
 FW1638
 FW1638;                    North         East     Units Scale Factor Converg.
 FW1638;SPC VA S     - 1,037,288.883 3,731,428.280   MT  1.00002524   +1 34 14.8
 FW1638;SPC VA S     - 3,403,171.94 12,242,194.28   sFT  1.00002524   +1 34 14.8
 FW1638;SPC NC       -   325,001.792   885,768.530   MT  1.00016689   +1 46 56.5
 FW1638;SPC NC       - 1,066,276.71  2,906,058.92   sFT  1.00016689   +1 46 56.5
 FW1638;UTM  18      - 4,055,408.689   418,482.694   MT  0.99968187   -0 32 39.3
 FW1638
 FW1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1638!SPC VA S     -   1.00000588  x   1.00002524  =   1.00003112
 FW1638!SPC NC       -   1.00000588  x   1.00016689  =   1.00017277
 FW1638!UTM  18      -   1.00000588  x   0.99968187  =   0.99968775
 FW1638
 FW1638:                Primary Azimuth Mark                     Grid Az
 FW1638:SPC VA S     -  FALSE CAPE COAST GUARD FLAG              145 10 31.7
 FW1638:SPC NC       -  FALSE CAPE COAST GUARD FLAG              144 57 50.0
 FW1638:UTM  18      -  FALSE CAPE COAST GUARD FLAG              147 17 25.8
 FW1638
 FW1638|---------------------------------------------------------------------|
 FW1638| PID    Reference Object                     Distance      Geod. Az  |
 FW1638|                                                           dddmmss.s |
 FW1638| FW1622 FALSE CAPE COAST GUARD FLAG         APPROX. 5.1 KM 1464446.5 |
 FW1638| FW1621 FALSE CAPE COAST GUARD CUPOLA       APPROX. 5.1 KM 1465528.5 |
 FW1638| FW1853 FLAT RM 1                            25.198 METERS 16652     |
 FW1638| FW1628 RAGGED ISLAND CLUBHOUSE PEAK        APPROX. 2.4 KM 2162356.6 |
 FW1638| FW1854 FLAT RM 2                            32.248 METERS 23814     |
 FW1638| FW1631 ANNE                                APPROX. 3.5 KM 3541423.4 |
 FW1638|---------------------------------------------------------------------|
 FW1638
 FW1638                          SUPERSEDED SURVEY CONTROL
 FW1638
 FW1638  NAD 83(1986)-  36 38 26.73718(N)    075 54 42.82858(W) AD(       ) 2
 FW1638  NAD 27      -  36 38 26.18800(N)    075 54 44.09400(W) AD(       ) 2
 FW1638
 FW1638.Superseded values are not recommended for survey control.
 FW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1638.See file dsdata.txt to determine how the superseded data were derived.
 FW1638
 FW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1848355409(NAD 83)
 FW1638_MARKER: DS = TRIANGULATION STATION DISK
 FW1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1638
 FW1638  HISTORY     - Date     Condition        Report By
 FW1638  HISTORY     - 1934     MONUMENTED       CGS
 FW1638  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1638  HISTORY     - 1975     GOOD             NGS
 FW1638
 FW1638                          STATION DESCRIPTION
 FW1638
 FW1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1638'ABOUT 1-1/2 MILES NORTH OF ISLAND SLOUGH, AND ABOUT 3/4 MILE
 FW1638'WEST OF THE BEACH, ON WHAT IS LOCALLY KNOWN AS GREEN HILLS,
 FW1638'ABOUT 1/4 MILE EAST OF THE SHORE OF BACK BAY.
 FW1638'
 FW1638'TO REACH FROM PRINCESS ANNE, SET 0.0, GO NORTH EAST ACROSS
 FW1638'RAILROAD TRACKS, KEEP RIGHT AT 2.4 AT NIMMO CHURCH, AT 3.05
 FW1638'KEEP LEFT AT FILLING STATION, AT 5.4 AND 5.8 FOLLOW TAR ROAD
 FW1638'STRAIGHT, AND AT 8.5 CONTINUE ACROSS SAND DUNES TO BEACH.
 FW1638'FOLLOW BEACH SOUTH 7.0 MILES.  FROM THIS POINT HEAD WEST AND
 FW1638'SOUTH ACROSS SAND DUNES AND WASH FLATS TO SOUTH SIDE OF
 FW1638'SLOUGH, ABOUT 3/4 MILE TO STATION.  A LIGHT CAR WILL GO
 FW1638'ACROSS SAND DUNES BY PARTIALLY DEFLATING TIRES AND RUNNING
 FW1638'IN SECOND GEAR.
 FW1638'
 FW1638'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW1638'CONCRETE.
 FW1638'
 FW1638'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 FW1638
 FW1638                          STATION RECOVERY (1962)
 FW1638
 FW1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1638'STATION WAS SEARCHED FOR ABOUT 2 HOURS BUT NOT RECOVERED.
 FW1638'THE STATION IS BELIEVED TO BE IN PLACE BUT THE DESCRIPTION IS
 FW1638'INADEQUATE.
 FW1638
 FW1638                          STATION RECOVERY (1975)
 FW1638
 FW1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1638'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FW1638'THIS STATION SITE IS IN A WOODED AREA WITH SOME SCATTERED PINE
 FW1638'TREES.  THE STATION MARK IS ABOUT 80 PACES NORTHWEST OF A SAND
 FW1638'ROAD, 1 FOOT SOUTH OF A STEEL WITNESS POST WHICH WAS NOW JUST SET
 FW1638'AND THE MARK IS PROJECTING ABOUT 3 INCHES.  MANY CLOTH STREAMERS
 FW1638'WERE TIED IN THE TREES IN THIS AREA.
 FW1638'
 FW1638'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND THEY WERE FOUND TO
 FW1638'BE IN GOOD CONDITION.  REFERENCE MARK NO 2 NOW PROJECTS 7 INCHES AND
 FW1638'REFERENCE MARK NO 1 PROJECTS ABOUT 2 INCHES.
 FW1638'
 FW1638'TO REACH THE STATION SITE FROM THE TOWN OF SAND BRIDGE, AT THE
 FW1638'INTERSECTIONS OF SANDBRIDGE ROAD AND SANDPIPER ROAD, GO SOUTHERLY
 FW1638'FOLLOWING SANDPIPER ROAD FOR 3.6 MILES TO THE GATE ENTRANCE TO THE
 FW1638'BACK BAY WILDLIFE REFUGE, CONTINUE ON SOUTHERLY FOLLOWING A PAVED
 FW1638'ROAD FOR 1.2 MILES TO ANOTHER GUARD GATE.  FOUR WHEEL DRIVE
 FW1638'VEHICLE NEEDED FROM NOW ON.  HERE TURN RIGHT AND GO WEST FOR ABOUT
 FW1638'0.05 MILE TO A SAND ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 FW1638'FOLLOWING THE SAND ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT
 FW1638'AND A GARAGE AREA.  CONTINUE ON SOUTH FOLLOWING THE SAND ROAD FOR
 FW1638'1.0 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 FW1638'FOLLOWING THE SAND ROAD FOR 0.5 MILE TO A T-INTERSECTION.  TURN LEFT
 FW1638'AND GO SOUTH FOLLOWING THE SAND ROAD FOR 0.4 MILE TO WHERE
 FW1638'THE ROAD CURVES TO THE RIGHT, HERE CURVE TO THE RIGHT FOR ABOUT 100
 FW1638'FEET TO JUST BEFORE THE ROAD CURVES TO THE LEFT AND THE STATION
 FW1638'SITE ON THE RIGHT IN THE WOODED AND PINE TREE AREA.  BY WALKING
 FW1638'NORTHWESTERLY IN THE WOODED AREA FOR ABOUT 29 PACES TO A U S FISH
 FW1638'AND WILDLIFE SERVICE DISK MARKER, CONTINUE ON WALKING FOR
 FW1638'ABOUT 50 PACES NORTHWESTERLY TO A 18 INCH PINE TREE WITH A CLOTH
 FW1638'STREAMER TIED AROUND IT, HERE TURN LEFT AND WALKING SOUTHWESTERLY
 FW1638'FOR ABOUT 15 PACES TO THE STEEL WITNESS POST AND THE STATION
 FW1638'MARK.
 FW1638'
 FW1638'I WOULD JUDGE TO SEE OUT FROM THIS STATION MARK IN ALL DIRECTIONS IT
 FW1638'WOULD TAKE A 77 FOOT STEEL TOWER.
 FW1638'
 FW1638'THIS STATION SITE IS ON PROPERTY OWNED BY THE BACK BAY WILDLIFE
 FW1638'REFUGE, MANAGERS OFFICE IN VIRGINIA BEACH VIRGINIA, PHONE
 FW1638'804-490-0505.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1743 ***********************************************************************
 GW1743  DESIGNATION -  FLAT AZ MK
 GW1743  PID         -  GW1743
 GW1743  STATE/COUNTY-  VA/BOTETOURT
 GW1743  USGS QUAD   -  SALISBURY (1985)
 GW1743
 GW1743                         *CURRENT SURVEY CONTROL
 GW1743  ___________________________________________________________________
 GW1743* NAD 83(1986)-  37 32 48.     (N)    079 51 30.     (W)     SCALED    
 GW1743* NAVD 88     -       338.964  (meters)    1112.08   (feet)  ADJUSTED  
 GW1743  ___________________________________________________________________
 GW1743  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1743  DYNAMIC HT  -         338.688 (meters)    1111.18  (feet)  COMP
 GW1743  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 GW1743
 GW1743  VERT ORDER  -  SECOND    CLASS 0
 GW1743
 GW1743.The horizontal coordinates were scaled from a topographic map and have
 GW1743.an estimated accuracy of +/- 6 seconds.
 GW1743
 GW1743.The orthometric height was determined by differential leveling
 GW1743.and adjusted by the National Geodetic Survey in June 1991..
 GW1743
 GW1743.The geoid height was determined by GEOID03.
 GW1743
 GW1743.The dynamic height is computed by dividing the NAVD 88
 GW1743.geopotential number by the normal gravity value computed on the
 GW1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1743.degrees latitude (g = 980.6199 gals.).
 GW1743
 GW1743.The modeled gravity was interpolated from observed gravity values.
 GW1743
 GW1743;                    North         East    Units  Estimated Accuracy
 GW1743;SPC VA S     - 1,135,510.    3,379,970.      MT  (+/- 180 meters Scaled)
 GW1743
 GW1743                          SUPERSEDED SURVEY CONTROL
 GW1743
 GW1743  NGVD 29 (??/??/92)  339.149  (m)         1112.69   (f) ADJ UNCH    2 0
 GW1743
 GW1743.Superseded values are not recommended for survey control.
 GW1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1743.See file dsdata.txt to determine how the superseded data were derived.
 GW1743
 GW1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB008561(NAD 83)
 GW1743_MARKER: DZ = AZIMUTH MARK DISK
 GW1743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GW1743_SP_SET: CULVERT
 GW1743_STAMPING: FLAT 1964
 GW1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW1743
 GW1743  HISTORY     - Date     Condition        Report By
 GW1743  HISTORY     - 1964     MONUMENTED       CGS
 GW1743
 GW1743                          STATION DESCRIPTION
 GW1743
 GW1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1743'3.6 MI N FROM FINCASTLE.
 GW1743'FROM THE COURT HOUSE IN FINCASTLE, GO WEST ON MAIN STREET FOR
 GW1743'0.1 MILE TO U.S. HIGHWAY 220, THENCE NORTH ON U.S. HIGHWAY 220
 GW1743'FOR 3.6 MILES TO THE MARK SET IN THE TOP OF NORTH END OF EAST
 GW1743'HEADWALL OF A CULVERT, 12.3 FEET WEST OF A WIRE FENCE, 17.9
 GW1743'FEET EAST OF CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE
 GW1743'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9057 ***********************************************************************
 HV9057  DESIGNATION -  FLAT AZ MK
 HV9057  PID         -  HV9057
 HV9057  STATE/COUNTY-  VA/FAIRFAX
 HV9057  USGS QUAD   -  MANASSAS (1994)
 HV9057
 HV9057                         *CURRENT SURVEY CONTROL
 HV9057  ___________________________________________________________________
 HV9057* NAD 83(1993)-  38 51 47.29828(N)    077 27 32.29743(W)     ADJUSTED  
 HV9057* NAVD 88     -        81.7    (meters)     268.     (feet)  VERTCON   
 HV9057  ___________________________________________________________________
 HV9057  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 HV9057  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV9057
 HV9057  HORZ ORDER  -  SECOND
 HV9057
 HV9057.The horizontal coordinates were established by classical geodetic methods
 HV9057.and adjusted by the National Geodetic Survey in November 1994..
 HV9057
 HV9057.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9057
 HV9057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9057
 HV9057.The geoid height was determined by GEOID03.
 HV9057
 HV9057;                    North         East     Units Scale Factor Converg.
 HV9057;SPC VA N     - 2,133,320.473 3,590,348.255   MT  0.99995755   +0 38 59.0
 HV9057;SPC VA N     - 6,999,068.92 11,779,334.23   sFT  0.99995755   +0 38 59.0
 HV9057;UTM  18      - 4,304,462.711   286,649.687   MT  1.00016054   -1 32 36.6
 HV9057
 HV9057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9057!SPC VA N     -   0.99999218  x   0.99995755  =   0.99994973
 HV9057!UTM  18      -   0.99999218  x   1.00016054  =   1.00015272
 HV9057
 HV9057                          SUPERSEDED SURVEY CONTROL
 HV9057
 HV9057  NAD 83(1993)-  38 51 47.29783(N)    077 27 32.30455(W) AD(       ) 2
 HV9057  NAD 83(1986)-  38 51 47.29713(N)    077 27 32.31066(W) AD(       ) 2
 HV9057  NGVD 29 (01/12/90)   81.9    (m)          269.     (f) VERT ANG       
 HV9057
 HV9057.Superseded values are not recommended for survey control.
 HV9057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9057.See file dsdata.txt to determine how the superseded data were derived.
 HV9057
 HV9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8665004463(NAD 83)
 HV9057_MARKER: DZ = AZIMUTH MARK DISK
 HV9057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9057_STAMPING: FLAT 1969
 HV9057_MARK LOGO: CGS   
 HV9057_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9057+STABILITY: SURFACE MOTION
 HV9057
 HV9057  HISTORY     - Date     Condition        Report By
 HV9057  HISTORY     - 1969     MONUMENTED       CGS
 HV9057  HISTORY     - UNK      SEE DESCRIPTION
 HV9057  HISTORY     - 19830621 GOOD             NGS
 HV9057
 HV9057                          STATION DESCRIPTION
 HV9057
 HV9057'DESCRIBED UNK
 HV9057'RECOVERED AS DESCRIBED.
 HV9057
 HV9057                          STATION RECOVERY (1983)
 HV9057
 HV9057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HV9057'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHWEST OF
 HV9057'CENTERVILLE, 4.25 KM (2.65 MI) SOUTHWEST OF CHANTILLY ON THE PROPERTY
 HV9057'OF THE CHANTILLY NATIONAL GOLF COURSE OPPOSITE AND NEAR ON TANGENTS
 HV9057'WITH THE NORTHWEST SIDE OF HOUSE 14808.  TO REACH THE STATION FROM THE
 HV9057'INTERSECTION OF US HIGHWAYS 29 AND 211 AND STATE HIGHWAY 28 IN
 HV9057'CENTERVILLE, GO NORTH ON STATE HIGHWAY 28 FOR 1.2 KM (0.75 MI) TO A
 HV9057'SIDEROAD LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON BRADDOCK ROAD
 HV9057'FOR 3.12 KM (1.95 MI) TO THE AZIMUTH MARK ON THE LEFT.  THE STATION IS
 HV9057'A STANDARD CGS DISK STAMPED--FLAT 1969--, SET INTO THE TOP OF A SQUARE
 HV9057'CONCRETE MONUMENT 34 CM IN DIAMETER, PROJECTING 3 CM ABOVE THE GROUND.
 HV9057'LOCATED 5.6 FT (1.7 M) NW FROM A MULTY-TRUNK DOGWOOD TREE, 8.9 FT (2.7
 HV9057'M) SW FROM A 6 FT (1.8 M) HIGH CHAINLINK FENCE, 29.0 FT (8.8 M) SW
 HV9057'FROM THE CENTER OF BRADDOCK ROAD, 73.2 FT (22.3 M) SW FROM A POWERLINE
 HV9057'POLE NUMBERED 9047-C, AND 125.2 FT (38.2 M) SW FROM THE WEST CORNER OF
 HV9057'HOUSE NUMBER 14808.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9368 ***********************************************************************
 HV9368  DESIGNATION -  FLAT RESET
 HV9368  PID         -  HV9368
 HV9368  STATE/COUNTY-  VA/FAIRFAX
 HV9368  USGS QUAD   -  MANASSAS (1994)
 HV9368
 HV9368                         *CURRENT SURVEY CONTROL
 HV9368  ___________________________________________________________________
 HV9368* NAD 83(1993)-  38 51 55.14857(N)    077 27 42.45781(W)     ADJUSTED  
 HV9368* NAVD 88     -        81.178  (meters)     266.33   (feet)  ADJUSTED  
 HV9368  ___________________________________________________________________
 HV9368  X           -   1,079,539.673 (meters)                     COMP
 HV9368  Y           -  -4,854,168.328 (meters)                     COMP
 HV9368  Z           -   3,980,717.470 (meters)                     COMP
 HV9368  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 HV9368  ELLIP HEIGHT-          49.39  (meters)          (05/17/02) GPS OBS
 HV9368  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 HV9368  DYNAMIC HT  -          81.133 (meters)     266.18  (feet)  COMP
 HV9368  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 HV9368
 HV9368  HORZ ORDER  -  THIRD
 HV9368  VERT ORDER  -  THIRD
 HV9368  ELLP ORDER  -  FOURTH    CLASS II
 HV9368
 HV9368.The horizontal coordinates were established by classical geodetic methods
 HV9368.and adjusted by the National Geodetic Survey in November 1994..
 HV9368
 HV9368.The orthometric height was determined by differential leveling
 HV9368.and adjusted by the National Geodetic Survey in September 2004..
 HV9368
 HV9368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9368
 HV9368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9368
 HV9368.The ellipsoidal height was determined by GPS observations
 HV9368.and is referenced to NAD 83.
 HV9368
 HV9368.The geoid height was determined by GEOID03.
 HV9368
 HV9368.The dynamic height is computed by dividing the NAVD 88
 HV9368.geopotential number by the normal gravity value computed on the
 HV9368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9368.degrees latitude (g = 980.6199 gals.).
 HV9368
 HV9368.The modeled gravity was interpolated from observed gravity values.
 HV9368
 HV9368;                    North         East     Units Scale Factor Converg.
 HV9368;SPC VA N     - 2,133,559.752 3,590,100.585   MT  0.99995771   +0 38 52.7
 HV9368;SPC VA N     - 6,999,853.95 11,778,521.67   sFT  0.99995771   +0 38 52.7
 HV9368;UTM  18      - 4,304,711.344   286,411.308   MT  1.00016179   -1 32 43.2
 HV9368
 HV9368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9368!SPC VA N     -   0.99999225  x   0.99995771  =   0.99994996
 HV9368!UTM  18      -   0.99999225  x   1.00016179  =   1.00015404
 HV9368
 HV9368|---------------------------------------------------------------------|
 HV9368| PID    Reference Object                     Distance      Geod. Az  |
 HV9368|                                                           dddmmss.s |
 HV9368| DC6279 FLAT RM 1                            21.393 METERS 10615     |
 HV9368| HV9057 FLAT AZ MK                          344.391 METERS 13440     |
 HV9368| DC6281 FLAT RM 3                             7.815 METERS 21106     |
 HV9368| DC6280 FLAT RM 2                            20.989 METERS 34747     |
 HV9368|---------------------------------------------------------------------|
 HV9368
 HV9368                          SUPERSEDED SURVEY CONTROL
 HV9368
 HV9368  ELLIP H (04/01/98)   49.30   (m)                       GP(       ) 4 1
 HV9368  NAD 83(1993)-  38 51 55.14820(N)    077 27 42.46483(W) AD(       ) 3
 HV9368  NAD 83(1986)-  38 51 55.14740(N)    077 27 42.47109(W) AD(       ) 1
 HV9368  NAD 27      -  38 51 54.74413(N)    077 27 43.50655(W) AD(       ) 1
 HV9368
 HV9368.Superseded values are not recommended for survey control.
 HV9368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9368.See file dsdata.txt to determine how the superseded data were derived.
 HV9368
 HV9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8641104711(NAD 83)
 HV9368_MARKER: DS = TRIANGULATION STATION DISK
 HV9368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9368_SP_SET: CONCRETE POST
 HV9368_STAMPING: FLAT 1969 1983
 HV9368_MARK LOGO: NGS   
 HV9368_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV9368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9368+STABILITY: SURFACE MOTION
 HV9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9368+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 HV9368
 HV9368  HISTORY     - Date     Condition        Report By
 HV9368  HISTORY     - 1983     MONUMENTED       NGS
 HV9368  HISTORY     - 19831010 GOOD             NGS
 HV9368  HISTORY     - 19911010 GOOD             MSI
 HV9368
 HV9368                          STATION DESCRIPTION
 HV9368
 HV9368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (WTL)
 HV9368'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AND THE
 HV9368'AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION.  THE STATION
 HV9368'SURFACE MARK, REFERENCE MARKS ONE AND THREE WERE DESTROYED BY
 HV9368'CONSTRUCTION.  A NEW STATION SURFACE MARK AND REFERENCE MARKS FOUR AND
 HV9368'FIVE WERE SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HV9368' 
 HV9368'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF
 HV9368'CENTERVILLE, 4.4 KM (2.75 MI) SOUTHWEST OF CHANTILLY, JUST NORTHWEST
 HV9368'OF THE FAIRWAYS SUB-DIVISION, 0.08 KM (0.05 MI) SOUTHEAST OF THE
 HV9368'ENTRANCE TO THE CHANTILLY NATIONAL GOLF COURSE AND ON THE PROPERTY OF
 HV9368'THE SAME.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 HV9368'29 AND 211 AND STATE HIGHWAY 28 IN CENTERVILLE, GO NORTH ON STATE
 HV9368'HIGHWAY 28 FOR 1.2 KM (0.75 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 HV9368'WEST AND NORTHWEST ON BRADDOCK ROAD FOR 3.12 KM (1.95 MI) TO THE
 HV9368'AZIMUTH MARK ON THE LEFT OPPOSITE HOUSE NUMBER 14808 AND NEAR ON
 HV9368'TANGENTS WITH THE NORTHWEST SIDE OF THE HOUSE.  CONTINUE NORTHWEST FOR
 HV9368'0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 HV9368' 
 HV9368'THE STATION IS A STANDARD NGS DISK STAMPED--FLAT 1969 1983--, SET INTO
 HV9368'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH
 HV9368'GROUND.  LOCATED 1.8 FT (0.5 M) NE FROM A METAL WITNESS POST, 32.81 FT
 HV9368'(10.00 M) W FROM A NOVEC POWERLINE POLE NUMBER 492 11517, 56.4 FT
 HV9368'(17.2 M) NW FROM A WASHINGTON GAS AND LIGHT CO 2-INCH PIPE MARKING GAS
 HV9368'LINE, 57.09 FT (17.40 M) SW FROM THE CENTER OF BRADDOCK ROAD, AND
 HV9368'108.92 FT (33.20 M) SSW FROM A POWERLINE POLE NUMBERED 9057-A.  THE
 HV9368'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--FLAT 1969--, SET INTO
 HV9368'AN IRREGULAR MASS OF CONCRETE 1.0 M (3.3 FT) BELOW THE SURFACE.
 HV9368' 
 HV9368'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FLAT 1969 NO 4
 HV9368'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 HV9368'DIAMETER, FLUSH WITH GROUND.  LOCATED 61.32 FT (18.69 M) NW FROM A
 HV9368'FENCE CORNER POST OF CHAINLINK FENCE AROUND GOLF COURSE, 69.29 FT
 HV9368'(21.12 M) NE FROM THE FOURTH POST FROM THE NORTHEAST CORNER OF
 HV9368'CHAINLINK FENCE, 125.82 FT (38.35 M) W FROM A NOVEC POWERLINE POLE
 HV9368'NUMBERED 492 11517, AND 0.6 M (2.0 FT) HIGHER THAN THE STATION.
 HV9368' 
 HV9368'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--FLAT NO 5 1969
 HV9368'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN
 HV9368'DIAMETER, FLUSH WITH GROUND.  LOCATED 86.29 FT (26.30 M) SW FROM THE
 HV9368'CENTER OF BRADDOCK ROAD, 105.64 FT (32.20 M) NE FROM THE EIGHTH POST
 HV9368'FROM THE NORTHEAST CORNER OF THE CHAINLINK FENCE, 116.47 FT (35.50 M)
 HV9368'W FROM A POWERLINE POLE NUMBERED 9057-A, AND 0.6 M (2.0 FT) LOWER THAN
 HV9368'THE STATION.
 HV9368' 
 HV9368'THE AZIMUTH MARK IS A STANDARD CGS DISK STAMPED--FLAT 1969--, SET INTO
 HV9368'THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM IN DIAMETER, PROJECTING 3
 HV9368'CM ABOVE THE GROUND.  LOCATED 5.6 FT (1.7 M) NW FROM A MULTY-TRUNK
 HV9368'DOGWOOD TREE, 8.9 FT (2.7 M) SW FROM A 6 FT (1.8 M) HIGH CHAINLINK
 HV9368'FENCE, 29.0 FT(8.8 M) SW FROM THE CENTER OF OF BRADDOCK ROAD, 73.2 FT
 HV9368'(22.3 M) SW FROM FROM A POWERLINE POLE NUMBERED 9047-C, AND 125.2 FT
 HV9368'(38.2 M) SW FROM THE WEST CORNER OF HOUSE NUMBER 14808.
 HV9368
 HV9368                          STATION RECOVERY (1991)
 HV9368
 HV9368'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1991
 HV9368'THE STATION IS LOCATED IN THE BACK YARD OF RESIDENCE NUMBER 13910,
 HV9368'99.5 FT (30.3 M) SOUTHEAST OF A WATER VALVE COVER, 56.8 FT (17.3 M)
 HV9368'SOUTHWEST OF THE CENTERLINE OF BRADDOCK ROAD, AND 32.6 FT (9.9 M)
 HV9368'WEST OF NOVEC POLE NUMBER 49211517, A CONCRETE POST APPROXIMATELY
 HV9368'0.74 FT (22.56 CM) BELOW GROUND SURFACE, ENCLOSED BY A PLASTIC BUCKET
 HV9368'W/LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1742 ***********************************************************************
 GW1742  DESIGNATION -  FLAT RM 1
 GW1742  PID         -  GW1742
 GW1742  STATE/COUNTY-  VA/BOTETOURT
 GW1742  USGS QUAD   -  SALISBURY (1985)
 GW1742
 GW1742                         *CURRENT SURVEY CONTROL
 GW1742  ___________________________________________________________________
 GW1742* NAD 83(1986)-  37 32 25.     (N)    079 51 45.     (W)     SCALED    
 GW1742* NAVD 88     -       346.080  (meters)    1135.43   (feet)  ADJUSTED  
 GW1742  ___________________________________________________________________
 GW1742  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 GW1742  DYNAMIC HT  -         345.798 (meters)    1134.51  (feet)  COMP
 GW1742  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 GW1742
 GW1742  VERT ORDER  -  SECOND    CLASS 0
 GW1742
 GW1742.The horizontal coordinates were scaled from a topographic map and have
 GW1742.an estimated accuracy of +/- 6 seconds.
 GW1742
 GW1742.The orthometric height was determined by differential leveling
 GW1742.and adjusted by the National Geodetic Survey in June 1991..
 GW1742
 GW1742.The geoid height was determined by GEOID03.
 GW1742
 GW1742.The dynamic height is computed by dividing the NAVD 88
 GW1742.geopotential number by the normal gravity value computed on the
 GW1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1742.degrees latitude (g = 980.6199 gals.).
 GW1742
 GW1742.The modeled gravity was interpolated from observed gravity values.
 GW1742
 GW1742;                    North         East    Units  Estimated Accuracy
 GW1742;SPC VA S     - 1,134,810.    3,379,600.      MT  (+/- 180 meters Scaled)
 GW1742
 GW1742                          SUPERSEDED SURVEY CONTROL
 GW1742
 GW1742  NGVD 29 (??/??/92)  346.265  (m)         1136.04   (f) ADJ UNCH    2 0
 GW1742
 GW1742.Superseded values are not recommended for survey control.
 GW1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1742.See file dsdata.txt to determine how the superseded data were derived.
 GW1742
 GW1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB004554(NAD 83)
 GW1742_MARKER: DR = REFERENCE MARK DISK
 GW1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1742_STAMPING: FLAT NO 1 1964
 GW1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1742+STABILITY: SURFACE MOTION
 GW1742
 GW1742  HISTORY     - Date     Condition        Report By
 GW1742  HISTORY     - 1964     MONUMENTED       CGS
 GW1742
 GW1742                          STATION DESCRIPTION
 GW1742
 GW1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GW1742'3.3 MI N FROM FINCASTLE.
 GW1742'AT THE FLAT STATION SITE-- 40.13 FEET EAST OF THE STATION,
 GW1742'41.8 FEET EAST OF A METAL WITNESS SIGN, 1.0 FOOT NORTH OF A
 GW1742'EAST WEST FENCE LINE AND SET IN THE TOP OF A CONCRETE POST
 GW1742'PROJECTING 1-INCH AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 GW1742'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2203 ***********************************************************************
 GW2203  DESIGNATION -  FLAT TOP RESET
 GW2203  PID         -  GW2203
 GW2203  STATE/COUNTY-  VA/BEDFORD
 GW2203  USGS QUAD   -  PEAKS OF OTTER (1967)
 GW2203
 GW2203                         *CURRENT SURVEY CONTROL
 GW2203  ___________________________________________________________________
 GW2203* NAD 83(1993)-  37 27 06.97474(N)    079 34 57.77409(W)     ADJUSTED  
 GW2203* NAVD 88     -      1219.     (meters)    3999.     (feet)  SCALED    
 GW2203  ___________________________________________________________________
 GW2203  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GW2203  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GW2203
 GW2203  HORZ ORDER  -  FIRST
 GW2203
 GW2203.The horizontal coordinates were established by classical geodetic methods
 GW2203.and adjusted by the National Geodetic Survey in September 1995..
 GW2203
 GW2203.The orthometric height was scaled from a topographic map.
 GW2203
 GW2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2203
 GW2203.The geoid height was determined by GEOID03.
 GW2203
 GW2203;                    North         East     Units Scale Factor Converg.
 GW2203;SPC VA S     - 1,124,686.551 3,404,206.339   MT  0.99994648   -0 39 25.7
 GW2203;SPC VA S     - 3,689,909.13 11,168,633.63   sFT  0.99994648   -0 39 25.7
 GW2203;UTM  17      - 4,145,952.100   625,357.537   MT  0.99979357   +0 51 43.0
 GW2203
 GW2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2203!SPC VA S     -   0.99981383  x   0.99994648  =   0.99976032
 GW2203!UTM  17      -   0.99981383  x   0.99979357  =   0.99960744
 GW2203
 GW2203|---------------------------------------------------------------------|
 GW2203| PID    Reference Object                     Distance      Geod. Az  |
 GW2203|                                                           dddmmss.s |
 GW2203| DC3396 FLAT TOP RM 1 NNE BOLT                2.424 METERS 03052     |
 GW2203| DC3397 FLAT TOP RM 2                         7.893 METERS 03400     |
 GW2203| GW2262 APPLE MT FIRE TOWER                 APPROX. 9.7 KM 0412225.3 |
 GW2203| DC3398 FLAT TOP RM 2 ESE BOLT                4.003 METERS 11350     |
 GW2203| DC3399 FLAT TOP RM 3                         7.520 METERS 12023     |
 GW2203| DC3400 FLAT TOP RM 3 W BOLT                  2.850 METERS 26650     |
 GW2203| GW2269 PURGATORY                           APPROX.15.5 KM 3223507.0 |
 GW2203|---------------------------------------------------------------------|
 GW2203
 GW2203                          SUPERSEDED SURVEY CONTROL
 GW2203
 GW2203  NAD 83(1993)-  37 27 06.97449(N)    079 34 57.77400(W) AD(       ) 1
 GW2203  NAD 83(1986)-  37 27 06.97643(N)    079 34 57.78842(W) AD(       ) 1
 GW2203  NAD 27      -  37 27 06.48100(N)    079 34 58.65500(W) AD(       ) 1
 GW2203
 GW2203.Superseded values are not recommended for survey control.
 GW2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2203.See file dsdata.txt to determine how the superseded data were derived.
 GW2203
 GW2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB2535845952(NAD 83)
 GW2203_MARKER: DG = GRAVITY STATION DISK
 GW2203_SETTING: 80 = SET IN A BOULDER
 GW2203_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GW2203
 GW2203  HISTORY     - Date     Condition        Report By
 GW2203  HISTORY     - 1934     MONUMENTED       CGS
 GW2203  HISTORY     - 1934     GOOD             CGS
 GW2203  HISTORY     - 1941     GOOD             CGS
 GW2203  HISTORY     - 1957     GOOD             CGS
 GW2203  HISTORY     - 1958     GOOD             CGS
 GW2203
 GW2203                          STATION DESCRIPTION
 GW2203
 GW2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2203'STATION RECOVERED IN LOCATION DESCRIBED.  IT IS IN THE
 GW2203'CENTER OF A SMALL LEVEL AREA SURROUNDED BY LARGE ROCK OUTCROPS,
 GW2203'ABOUT 30 FEET S OF A LARGE ROCK ON THE N SLOPE OF THE MOUNTAIN,
 GW2203'ABOUT 20 FEET S OF THE ABRUPT SLOPE ON THE S SIDE OF THE
 GW2203'SUMMIT.  THE OLD STATION MARK HAD BEEN DESTROYED AND THE
 GW2203'STATION WAS RECOVERED FROM THE OLD REFERENCE MARKS, ALL THREE
 GW2203'OF WHICH WERE RECOVERED AS ORIGINALLY SET.  A NEW STANDARD
 GW2203'DISK STAMPED FLAT TOP 1876-1934 WAS SET IN A DRILL HOLE
 GW2203'IN A LARGE ROCK.  IN ADDITION TO THE STATION MARK A NEW
 GW2203'SUBSURFACE MARK WAS ESTABLISHED AND 3 NEW REFERENCE MARKS.
 GW2203'
 GW2203'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A
 GW2203'DRILL HOLE IN A BOULDER.
 GW2203'
 GW2203'REFERENCE MARK NO. 1 (THE AZIMUTH MARK) IS A STANDARD DISK
 GW2203'ABOUT 50 YARDS NW OF THE STATION, SLIGHTLY DOWN THE NW SLOPE
 GW2203'OF THE SUMMIT, IN THE CENTER OF THE TOP OF A LARGE ROUNDED
 GW2203'ROCK OUTCROP.
 GW2203'
 GW2203'REFERENCE MARK NO. 2 IS A STANDARD DISK NE OF THE STATION AND
 GW2203'SLIGHTLY LOWER IN ELEVATION, IN THE TOP OF A FLAT ROCK OUTCROP.
 GW2203'
 GW2203'REFERENCE MARK NO. 3 IS A STANDARD DISK SE OF THE STATION,
 GW2203'IN THE TOP OF A PROMINENT ROUNDED ROCK OUTCROP.
 GW2203'
 GW2203'TO REACH THE STATION FROM THE HOTEL MONS, ON STATE HIGHWAY
 GW2203'43, ABOUT MIDWAY BETWEEN BUCHANAN AND BEDFORD TURN N THROUGH
 GW2203'A GATE ABOUT 150 FEET SE OF THE HOTEL ENTRANCE AND TAKE DIM
 GW2203'ROAD TO THE NW THROUGH AN ORCHARD.  CONTINUE 0.5 MILE TO A
 GW2203'WIRE FENCE AND END OF TRUCK TRAVEL.  FOLLOW THE BLAZED
 GW2203'APPALACHIAN TRAIL TO THE NE UP THE MOUNTAIN ABOUT 1 MILE TO THE
 GW2203'FIRST SUMMIT AND CONTINUE ALONG TOP ABOUT 0.8 MILE TO
 GW2203'THE HIGHEST PART AND THE STATION.
 GW2203
 GW2203                          STATION RECOVERY (1934)
 GW2203
 GW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2203'STATION IS ON THE SUMMIT OF FLAT TOP MOUNTAIN, WHICH IS
 GW2203'THE MOST EASTERLY OF 2 PEAKS KNOWN AS THE PEAKS OF OTTER,
 GW2203'ABOUT 9 MILES WNW OF BEDFORD.
 GW2203'
 GW2203'STATION IS A STANDARD BRONZE DISK SET IN SMALL ROCK FLUSH
 GW2203'WITH GROUND ABOUT 15 FEET SE OF A GROUP OF VERY LARGE BOULDERS.
 GW2203'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 GW2203'IN GOOD CONDITION.
 GW2203'
 GW2203'OLD REFERENCE MARK NO. 1 IS A COPPER BOLT SET IN ROCK SSE
 GW2203'OF STATION.  NEW REFERENCE MARK NO. 1 (AZIMUTH MARK) IS STANDARD
 GW2203'BRONZE DISK SET IN ROCK NNW OF STATION.  OLD REFERENCE MARK
 GW2203'NO. 2 IS COPPER BOLT SET IN ROCK ESE OF STATION.  NEW REFERENCE
 GW2203'MARK NO. 2 IS STANDARD BRONZE DISK SET IN ROCK NNE OF STATION.
 GW2203'OLD REFERENCE MARK NO. 3 IS COPPER BOLT SET IN ROCK W OF
 GW2203'STATION.  NEW REFERENCE MARK NO. 3 IS STANDARD BRONZE DISK
 GW2203'SET IN ROCK ESE OF STATION.
 GW2203'
 GW2203'TO REACH STATION FROM BEDFORD, TAKE HIGHWAY 43 NW FOR ABOUT
 GW2203'10 MILES TO A GATE ABOUT 100 YARDS BEFORE REACHING THE HOTEL
 GW2203'MONS.  TURN RIGHT THROUGH GATE AND FOLLOW BLAZED TRAIL THROUGH
 GW2203'FIELD ABOUT 0.5 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 GW2203'FOLLOW THE APPALACHIAN TRAIL ABOUT 2.0 MILES UP TO THE HIGHEST
 GW2203'POINT AND STATION.
 GW2203'
 GW2203'A 4-FOOT STAND WAS USED.
 GW2203'
 GW2203'THIS STATION NOT OCCUPIED BY OBSERVING PARTY.
 GW2203
 GW2203                          STATION RECOVERY (1941)
 GW2203
 GW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2203'THIS STATION WAS RECOVERED AS DESCRIBED IN 1934.  THE STATION
 GW2203'WAS NOT OCCUPIED IN 1941.  THE OLD HOTEL MONS MENTIONED IN THAT
 GW2203'DESCRIPTION IS NOW ABANDONED AND NO LONGER HAS A SIGN.  THE
 GW2203'NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS--TO REACH
 GW2203'THE STATION FROM THE TOWN OF BEDFORD, AT THE JUNCTION OF
 GW2203'U.S. HIGHWAY 60 AND STATE HIGHWAY 43 AT THE STOP LIGHT,
 GW2203'GO NORTHWESTERLY ON HIGHWAY 43 FOR 0.25 MILE, THEN TURN
 GW2203'WITH THE HIGHWAY AND CONTINUE FOR 4.55 MILES TO A ROAD TO
 GW2203'LEFT AT A STORE AND GAS PUMP, HERE CONTINUE FOR 0.55 MILE
 GW2203'AND TAKE LEFT FORK AT SIGN PEAKS OF OTTER ETC., THEN FOLLOW
 GW2203'MAIN ROAD FOR 5.2 MILES TO OLD LOG CABIN ON THE RIGHT ABOUT
 GW2203'75 YARDS BEFORE REACHING THE NEW SKYLINE DRIVE WHICH IS UNDER
 GW2203'CONSTRUCTION.  TURN INTO OLD ORCHARD ON THE RIGHT SIDE OF
 GW2203'CABIN AND BEAR LEFT ALONG THE TELEPHONE LINE TO THE TOP
 GW2203'OF THE RIDGE FOR ABOUT 0.2 MILE, THEN LEAVE THE TELEPHONE
 GW2203'LINE AND BEAR RIGHT ON OLD ROAD AND CONTINUE AS FAR AS
 GW2203'POSSIBLE TO WHERE THE BLAZED AND PAINTED TRAIL LEADS UP
 GW2203'THE MOUNTAIN.  FOLLOW THIS TRAIL TO THE HIGHEST POINT AND
 GW2203'THE STATION ABOUT 1-1/2 MILES DISTANT.
 GW2203
 GW2203                          STATION RECOVERY (1957)
 GW2203
 GW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2203'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 GW2203'CONDITION.
 GW2203'
 GW2203'A NEW TO REACH FOLLOWS--
 GW2203'
 GW2203'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUCKANAN,
 GW2203'GO N ON U.S. HIGHWAY 11 FOR 0.1 MI. TO STATE HIGHWAY 43
 GW2203'ON THE RIGHT.  TURN RIGHT, GO E ON STATE HIGHWAY 43 FOR 4.95
 GW2203'MI. TO THE BLUE RIDGE PARKWAY.  TURN LEFT, GO E ON STATE
 GW2203'HIGHWAY 43 AND THE BLUE RIDGE PARKWAY FOR 5.0 MI. TO WHERE
 GW2203'STATE HIGHWAY 43 TURNS RIGHT.  TURN RIGHT, GO E ON STATE
 GW2203'HIGHWAY 43 FOR 0.8 MI. TO A SIDE ROAD ON THE LEFT AND A
 GW2203'PICNIC AREA.  TURN LEFT, GO N FOR 0.1 MI. TO A T-ROAD AND THE
 GW2203'END OF TRUCK TRAVEL.  PACK NE ON THE FLAT TOP MOUNTAIN TRAIL
 GW2203'FOR 1.8 MI. TO THE HIGHEST PART OF THE MOUNTAIN AND THE
 GW2203'STATION AS DESCRIBED.
 GW2203'
 GW2203'NO DIRECTION WAS TAKEN TO REFERENCE MARK 1 (AZIMUTH MARK).
 GW2203
 GW2203                          STATION RECOVERY (1958)
 GW2203
 GW2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GW2203'STATION WAS RECOVERED AS DESCRIBED IN 1958 AND ALL MARKS
 GW2203'ARE IN GOOD CONDITION.  1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3635 ***********************************************************************
 GV3635  DESIGNATION -  FLATS LIGHT
 GV3635  PID         -  GV3635
 GV3635  STATE/COUNTY-  VA/LANCASTER
 GV3635  USGS QUAD   -  FLEETS BAY (1992)
 GV3635
 GV3635                         *CURRENT SURVEY CONTROL
 GV3635  ___________________________________________________________________
 GV3635* NAD 83(1993)-  37 39 43.32939(N)    076 19 38.01920(W)     ADJUSTED  
 GV3635* NAVD 88     -                                                        
 GV3635  ___________________________________________________________________
 GV3635  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 GV3635  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 GV3635
 GV3635  HORZ ORDER  -  THIRD
 GV3635
 GV3635.The horizontal coordinates were established by classical geodetic methods
 GV3635.and adjusted by the National Geodetic Survey in November 1994..
 GV3635
 GV3635
 GV3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3635
 GV3635.The geoid height was determined by GEOID03.
 GV3635
 GV3635;                    North         East     Units Scale Factor Converg.
 GV3635;SPC VA S     - 1,149,660.541 3,691,687.566   MT  0.99995858   +1 19 07.4
 GV3635;SPC VA S     - 3,771,844.62 12,111,811.62   sFT  0.99995858   +1 19 07.4
 GV3635;UTM  18      - 4,169,146.794   382,937.550   MT  0.99976879   -0 48 39.7
 GV3635
 GV3635                          SUPERSEDED SURVEY CONTROL
 GV3635
 GV3635  NAD 83(1993)-  37 39 43.35728(N)    076 19 38.07734(W) AD(       ) 4
 GV3635  NAD 83(1986)-  37 39 43.32509(N)    076 19 38.03691(W) AD(       ) 4
 GV3635  NAD 27      -  37 39 42.62900(N)    076 19 38.93000(W) AD(       ) 3
 GV3635
 GV3635.Superseded values are not recommended for survey control.
 GV3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3635.See file dsdata.txt to determine how the superseded data were derived.
 GV3635
 GV3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8293869147(NAD 83)
 GV3635_MARKER: 14 = NAVIGATION LIGHT
 GV3635
 GV3635  HISTORY     - Date     Condition        Report By
 GV3635  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3635  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3635  HISTORY     - 19980614 GOOD             USPSQD
 GV3635  HISTORY     - 20021129 GOOD             USPSQD
 GV3635
 GV3635                          STATION DESCRIPTION
 GV3635
 GV3635'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3635'THE STATION IS LOCATED IN FLEETS BAY, NEAR THE ENTRANCE TO
 GV3635'DYMER CREEK, AND MARKS THE N EDGE OF THE CHANNEL INTO SAID
 GV3635'CREEK.  THE STRUCTURE IS A TRIANGULAR RED-SLATTED PILE STRUCTURE
 GV3635'WITH A RED BOX ON TOP.  THE POINT SIGNTED ON WAS THE TOP POINT
 GV3635'OR GLOBE OF THE LIGHT.
 GV3635'
 GV3635'THIS IS AN INTERSECTION STATION.
 GV3635
 GV3635                          STATION RECOVERY (1994)
 GV3635
 GV3635'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3635'MARK NOT FOUND.
 GV3635
 GV3635                          STATION RECOVERY (1998)
 GV3635
 GV3635'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3635'RECOVERED IN GOOD CONDITION.
 GV3635
 GV3635                          STATION RECOVERY (2002)
 GV3635
 GV3635'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3636 ***********************************************************************
 GV3636  DESIGNATION -  FLATS LIGHT 6
 GV3636  PID         -  GV3636
 GV3636  STATE/COUNTY-  VA/LANCASTER
 GV3636  USGS QUAD   -  FLEETS BAY (1992)
 GV3636
 GV3636                         *CURRENT SURVEY CONTROL
 GV3636  ___________________________________________________________________
 GV3636* NAD 83(1993)-  37 39 28.83464(N)    076 19 18.54076(W)     ADJUSTED  
 GV3636* NAVD 88     -                                                        
 GV3636  ___________________________________________________________________
 GV3636  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 GV3636  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV3636
 GV3636  HORZ ORDER  -  THIRD
 GV3636
 GV3636.The horizontal coordinates were established by classical geodetic methods
 GV3636.and adjusted by the National Geodetic Survey in November 1994..
 GV3636
 GV3636
 GV3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3636
 GV3636.The geoid height was determined by GEOID03.
 GV3636
 GV3636;                    North         East     Units Scale Factor Converg.
 GV3636;SPC VA S     - 1,149,224.797 3,692,175.134   MT  0.99995822   +1 19 19.2
 GV3636;SPC VA S     - 3,770,415.02 12,113,411.25   sFT  0.99995822   +1 19 19.2
 GV3636;UTM  18      - 4,168,693.319   383,408.500   MT  0.99976743   -0 48 27.5
 GV3636
 GV3636                          SUPERSEDED SURVEY CONTROL
 GV3636
 GV3636  NAD 83(1993)-  37 39 28.86090(N)    076 19 18.59685(W) AD(       ) 4
 GV3636  NAD 83(1986)-  37 39 28.83059(N)    076 19 18.55890(W) AD(       ) 4
 GV3636  NAD 27      -  37 39 28.15100(N)    076 19 19.47300(W) AD(       ) 3
 GV3636
 GV3636.Superseded values are not recommended for survey control.
 GV3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3636.See file dsdata.txt to determine how the superseded data were derived.
 GV3636
 GV3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8340868693(NAD 83)
 GV3636_MARKER: 14 = NAVIGATION LIGHT
 GV3636
 GV3636  HISTORY     - Date     Condition        Report By
 GV3636  HISTORY     - 1954     FIRST OBSERVED   CGS
 GV3636  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 GV3636  HISTORY     - 19980614 GOOD             USPSQD
 GV3636  HISTORY     - 20021129 GOOD             USPSQD
 GV3636
 GV3636                          STATION DESCRIPTION
 GV3636
 GV3636'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCB)
 GV3636'THE STATION IS LOCATED IN A FLEETS BAY, EARN THE ENTRANCE TO
 GV3636'DYMER CREEK, AND ON THE SW TIP OF A SHOAL MAKING OUT INTO THE
 GV3636'CHANNEL.  THE STRUCTURE IS A TRIPOD OF BLACK WOODEN PILES WITH
 GV3636'A RED BOX ON TOP.  THE POINT OBSERVED WAS THE TOP POINT OR
 GV3636'GLOBE OF THE LIGHT.
 GV3636'
 GV3636'THIS IS AN INTERSECTION STATION.
 GV3636
 GV3636                          STATION RECOVERY (1994)
 GV3636
 GV3636'RECOVERY NOTE BY US POWER SQUADRON 1994
 GV3636'MARK NOT FOUND.
 GV3636
 GV3636                          STATION RECOVERY (1998)
 GV3636
 GV3636'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3636'RECOVERED IN GOOD CONDITION.
 GV3636
 GV3636                          STATION RECOVERY (2002)
 GV3636
 GV3636'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3208 ***********************************************************************
 FX3208  DESIGNATION -  FLEET
 FX3208  PID         -  FX3208
 FX3208  STATE/COUNTY-  VA/C OF NORFOLK
 FX3208  USGS QUAD   -  NORFOLK NORTH (1989)
 FX3208
 FX3208                         *CURRENT SURVEY CONTROL
 FX3208  ___________________________________________________________________
 FX3208* NAD 83(1993)-  36 56 50.04750(N)    076 19 34.05359(W)     ADJUSTED  
 FX3208* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3208  ___________________________________________________________________
 FX3208  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FX3208  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3208
 FX3208  HORZ ORDER  -  SECOND
 FX3208
 FX3208.The horizontal coordinates were established by classical geodetic methods
 FX3208.and adjusted by the National Geodetic Survey in September 1995..
 FX3208
 FX3208.The orthometric height was scaled from a topographic map.
 FX3208
 FX3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3208
 FX3208.The geoid height was determined by GEOID03.
 FX3208
 FX3208;                    North         East     Units Scale Factor Converg.
 FX3208;SPC VA S     - 1,070,356.614 3,693,611.276   MT  0.99997213   +1 19 09.8
 FX3208;SPC VA S     - 3,511,661.66 12,118,122.99   sFT  0.99997213   +1 19 09.8
 FX3208;UTM  18      - 4,089,840.492   381,922.089   MT  0.99977176   -0 47 49.9
 FX3208
 FX3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3208!SPC VA S     -   1.00000551  x   0.99997213  =   0.99997764
 FX3208!UTM  18      -   1.00000551  x   0.99977176  =   0.99977727
 FX3208
 FX3208:                Primary Azimuth Mark                     Grid Az
 FX3208:SPC VA S     -  VIRGINIA BUILDING SPIRE                  070 03 05.5
 FX3208:UTM  18      -  VIRGINIA BUILDING SPIRE                  072 10 05.2
 FX3208
 FX3208|---------------------------------------------------------------------|
 FX3208| PID    Reference Object                     Distance      Geod. Az  |
 FX3208|                                                           dddmmss.s |
 FX3208| FX3288 VIRGINIA BUILDING SPIRE             APPROX. 1.2 KM 0712215.3 |
 FX3208| FX3246 NORFOLK NAV OP BASE TRAF CONT       APPROX. 2.4 KM 0822958.4 |
 FX3208| FX3171 AIR ADMINISTRATION BUILDING         APPROX. 2.1 KM 0912737.2 |
 FX3208| FX3312 NORFOLK NAVAL OP BASE TK P 17       APPROX. 1.5 KM 0994349.4 |
 FX3208| FX3245 NORFOLK NAV BASE NAV TANK           207.587 METERS 15922     |
 FX3208| DC8842 FLEET RM 1                            1.076 METERS 19411     |
 FX3208| DC8843 FLEET RM 2                            4.350 METERS 26451     |
 FX3208| FX3567 NEWPORT NEWS MIDDLE GROUND LT       APPROX. 5.8 KM 2674617.4 |
 FX3208|---------------------------------------------------------------------|
 FX3208
 FX3208                          SUPERSEDED SURVEY CONTROL
 FX3208
 FX3208  NAD 83(1986)-  36 56 50.05306(N)    076 19 34.08949(W) AD(       ) 2
 FX3208  NAD 27      -  36 56 49.51900(N)    076 19 35.29400(W) AD(       ) 2
 FX3208
 FX3208.Superseded values are not recommended for survey control.
 FX3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3208.See file dsdata.txt to determine how the superseded data were derived.
 FX3208
 FX3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8192289840(NAD 83)
 FX3208_MARKER: DS = TRIANGULATION STATION DISK
 FX3208_SETTING: 0 = UNSPECIFIED SETTING
 FX3208
 FX3208  HISTORY     - Date     Condition        Report By
 FX3208  HISTORY     - 1943     MONUMENTED       CGS
 FX3208  HISTORY     - 1954     GOOD             AMS
 FX3208  HISTORY     - 1959     GOOD             CGS
 FX3208  HISTORY     - 1963     GOOD             CGS
 FX3208  HISTORY     - 1966     GOOD             CGS
 FX3208  HISTORY     - 1984     GOOD             USPSQD
 FX3208
 FX3208                          STATION DESCRIPTION
 FX3208
 FX3208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (WRP)
 FX3208'STATION IS ON THE ROOF OF ELEVATOR SHAFT 6 OF BUILDING 143,
 FX3208'NAVAL OPERATING BASE.  IT IS APPROXIMATELY MIDWAY BETWEEN
 FX3208'THE EAST AND WEST WALLS OF THE SHAFT.  A BRONZE DISK SET FLUSH
 FX3208'IN THE CONCRETE FLOOR.
 FX3208'
 FX3208'REFERENCE MARK 1 IS ON THE SOUTH WALL OF THE SHAFT, 1.08
 FX3208'METERS FROM THE STATION.
 FX3208'
 FX3208'REFERENCE MARK 2 IS ON THE WEST WALL OF THE SHAFT, AND IS
 FX3208'4.35 METERS FROM THE STATION.
 FX3208'
 FX3208'BOTH REFERENCE MARKS ARE BRONZE DISKS SET FLUSH IN CONCRETE
 FX3208'WALLS.
 FX3208'
 FX3208'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FX3208
 FX3208                          STATION RECOVERY (1954)
 FX3208
 FX3208'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX3208'STATION FOUND IN GOOD CONDITION.  THE MARK IS A STANDARD
 FX3208'U.S.C. AND G.S. DISK SET IN CONCRETE FLOOR ON TOP OF ELEVATOR
 FX3208'SHAFT NO. 6.  THE ELEVATOR SHAFTS OUTSIDE DIMENSIONS ARE
 FX3208'20 X 30 FEET AND THE STATION IS LOCATED 5 FEET S OF ITS CENTER.
 FX3208'
 FX3208'REFERENCE MARK NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FX3208
 FX3208                          STATION RECOVERY (1959)
 FX3208
 FX3208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX3208'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 FX3208'AND IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE AND COMPLETE
 FX3208'FOR RECOVERY.
 FX3208
 FX3208                          STATION RECOVERY (1963)
 FX3208
 FX3208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 FX3208'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3208
 FX3208                          STATION RECOVERY (1966)
 FX3208
 FX3208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 FX3208'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX3208
 FX3208                          STATION RECOVERY (1984)
 FX3208
 FX3208'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHL)
 FX3208'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3637 ***********************************************************************
 GV3637  DESIGNATION -  FLEET
 GV3637  PID         -  GV3637
 GV3637  STATE/COUNTY-  VA/LANCASTER
 GV3637  USGS QUAD   -  FLEETS BAY (1992)
 GV3637
 GV3637                         *CURRENT SURVEY CONTROL
 GV3637  ___________________________________________________________________
 GV3637* NAD 83(1993)-  37 38 09.50131(N)    076 17 31.59940(W)     ADJUSTED  
 GV3637* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3637  ___________________________________________________________________
 GV3637  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 GV3637  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 GV3637
 GV3637  HORZ ORDER  -  THIRD
 GV3637
 GV3637.The horizontal coordinates were established by classical geodetic methods
 GV3637.and adjusted by the National Geodetic Survey in November 1994..
 GV3637
 GV3637.The orthometric height was scaled from a topographic map.
 GV3637
 GV3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3637
 GV3637.The geoid height was determined by GEOID03.
 GV3637
 GV3637;                    North         East     Units Scale Factor Converg.
 GV3637;SPC VA S     - 1,146,840.568 3,694,852.729   MT  0.99995635   +1 20 24.1
 GV3637;SPC VA S     - 3,762,592.76 12,122,196.00   sFT  0.99995635   +1 20 24.1
 GV3637;UTM  18      - 4,166,211.727   385,995.156   MT  0.99976009   -0 47 20.8
 GV3637
 GV3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3637!SPC VA S     -   1.00000566  x   0.99995635  =   0.99996201
 GV3637!UTM  18      -   1.00000566  x   0.99976009  =   0.99976575
 GV3637
 GV3637:                Primary Azimuth Mark                     Grid Az
 GV3637:SPC VA S     -  WINDMILL POINT LIGHTHOUSE 1898           129 48 03.0
 GV3637:UTM  18      -  WINDMILL POINT LIGHTHOUSE 1898           131 55 47.9
 GV3637
 GV3637|---------------------------------------------------------------------|
 GV3637| PID    Reference Object                     Distance      Geod. Az  |
 GV3637|                                                           dddmmss.s |
 GV3637| GV3629 WINDMILL POINT LIGHTHOUSE 1898      APPROX. 6.6 KM 1310827.1 |
 GV3637| DC9418 FLEET RM 2                           23.685 METERS 24329     |
 GV3637| DC9417 FLEET RM 1                           13.150 METERS 24329     |
 GV3637| GV3732 KILMARNOCK MUNICIPAL TANK           APPROX.11.4 KM 3180022.0 |
 GV3637| GV3643 OLD TOMS LIGHT                      APPROX. 5.0 KM 3353214.9 |
 GV3637| GV3631 COTTON PATCH BAR LIGHT              APPROX. 4.2 KM 3420941.0 |
 GV3637|---------------------------------------------------------------------|
 GV3637
 GV3637                          SUPERSEDED SURVEY CONTROL
 GV3637
 GV3637  NAD 83(1993)-  37 38 09.51862(N)    076 17 31.64415(W) AD(       ) 3
 GV3637  NAD 83(1986)-  37 38 09.49856(N)    076 17 31.61979(W) AD(       ) 3
 GV3637  NAD 27      -  37 38 08.89800(N)    076 17 32.64000(W) AD(       ) 3
 GV3637
 GV3637.Superseded values are not recommended for survey control.
 GV3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3637.See file dsdata.txt to determine how the superseded data were derived.
 GV3637
 GV3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8599566212(NAD 83)
 GV3637_MARKER: DE = TRAVERSE STATION DISK
 GV3637_SETTING: 0 = UNSPECIFIED SETTING
 GV3637
 GV3637  HISTORY     - Date     Condition        Report By
 GV3637  HISTORY     - 1944     MONUMENTED       CGS
 GV3637  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GV3637  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 GV3637  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 GV3637  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 GV3637
 GV3637                          STATION DESCRIPTION
 GV3637
 GV3637'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV3637'THE STATION IS LOCATED ON THE N SIDE OF FLEETS ISLAND, ON THE S
 GV3637'SIDE OF FLEETS BAY, ON A SMALL POINT ABOUT 100 YARDS NE OF A
 GV3637'LARGE WHITE HOUSE OWNED BY MRS. BEN CROASDALE, AND ABOUT 0.3
 GV3637'MILE NE OF THE BRIDGE SEPARATING THE ISLAND FROM THE MAINLAND.
 GV3637'
 GV3637'THE STATION IS 3 METERS S OF THE BANK AT THE HIGH-WATER LINE,
 GV3637'4 METERS E OF THE BANK, AND 2 METERS W OF THE BANK.  THE STATION
 GV3637'MARK IS A BRONZE TRAVERSE DISK STAMPED FLEET 1944 AND SET IN
 GV3637'CONCRETE.
 GV3637'
 GV3637'THE SHORE IS WASHING BADLY HERE AND THE REFERENCE MARKS WERE
 GV3637'SET ON A LINE TO AID IN THE RELOCATION OF THE STATION.
 GV3637'
 GV3637'REFERENCE MARK 1 IS LOCATED IN THE FRINGE OF WOODS BETWEEN THE
 GV3637'SHORE AND THE FIELD, 16.5 METERS S OF THE SHORELINE, 10.0 METERS N
 GV3637'OF THE EDGE OF THE FIELD, AND 26.9 METERS E OF THE NE CORNER
 GV3637'OF A SMALL BROWN FRAME SUMMER COTTAGE.  IT IS A BRONZE REFERENCE
 GV3637'DISK STAMPED FLEET R.M. 1 AND SET IN CONCRETE.
 GV3637'
 GV3637'REFERENCE MARK 2 IS LOCATED ON THE N EDGE OF THE FIELD, 23.8
 GV3637'METERS E OF THE NE CORNER OF THE SMALL BROWN SUMMER COTTAGE,
 GV3637'AND 26.5 METERS S OF THE HIGH-WATER LINE.  IT IS A BRONZE
 GV3637'REFERENCE DISK STAMPED FLEET R.M. 2 AND SET IN CONCRETE.
 GV3637
 GV3637                          STATION RECOVERY (1946)
 GV3637
 GV3637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HRC)
 GV3637'THIS STATION WAS DESTROYED BY HIGH WATER WHICH ERODED THE SHORE
 GV3637'ABOUT THE MONUMENT, CAUSING IT TO FALL OVER.
 GV3637'
 GV3637'THE TWO REFERENCE MARKS ARE IN GOOD CONDITION AND IN NO
 GV3637'IMMEDIATE DANGER OF BEING DESTROYED.
 GV3637
 GV3637                          STATION RECOVERY (1946)
 GV3637
 GV3637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (FMM)
 GV3637'RECOVERED BY F.M. MURPHY SURVEYOR.
 GV3637'
 GV3637'LETTERS OF MR. F.M. MURPHY, SURVEYOR, KINSALE, VA., DATED MARCH 14
 GV3637'1946 AND MAY 13, 1946--
 GV3637'
 GV3637'THE MARKER, MARKED FLEET, ON FLEETS ISLAND NEAR WINDMILL PT. HAS
 GV3637'WASHED OUT AND IS LYING ON THE SAND BEACH.
 GV3637'
 GV3637'THE STATION MARK IS NOW LYING ON ITS SIDE AND IS COVERED BY
 GV3637'HIGH WATER, BUT BARE AT LOW WATER.  THE MIDDLE OF THE CONCRETE
 GV3637'BLOCK IS WITHIN A FOOT OF ITS CORRECT POSITION AND WILL MORE
 GV3637'PROBABLY BE COVERED BY SETTLING AND SANDING OVER, THAN BY REMOVAL
 GV3637'BY NATURAL CAUSES.
 GV3637'
 GV3637'THE REFERENCE MARKS APPEAR ENTIRELY UNDISTURBED, AND ARE STILL
 GV3637'INTACT.
 GV3637
 GV3637                          STATION RECOVERY (1998)
 GV3637
 GV3637'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV3637'MARK NOT FOUND.
 GV3637
 GV3637                          STATION RECOVERY (2002)
 GV3637
 GV3637'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0137 ***********************************************************************
 FX0137  DESIGNATION -  FLEET 1
 FX0137  PID         -  FX0137
 FX0137  STATE/COUNTY-  VA/C OF NORFOLK
 FX0137  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0137
 FX0137                         *CURRENT SURVEY CONTROL
 FX0137  ___________________________________________________________________
 FX0137* NAD 83(1986)-  36 51 12.     (N)    076 17 52.     (W)     SCALED    
 FX0137* NAVD 88     -         1.616  (meters)       5.30   (feet)  ADJUSTED  
 FX0137  ___________________________________________________________________
 FX0137  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0137  DYNAMIC HT  -           1.615 (meters)       5.30  (feet)  COMP
 FX0137  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0137
 FX0137  VERT ORDER  -  FIRST     CLASS II
 FX0137
 FX0137.The horizontal coordinates were scaled from a topographic map and have
 FX0137.an estimated accuracy of +/- 6 seconds.
 FX0137
 FX0137.The orthometric height was determined by differential leveling
 FX0137.and adjusted by the National Geodetic Survey in June 1991..
 FX0137
 FX0137.The geoid height was determined by GEOID03.
 FX0137
 FX0137.The dynamic height is computed by dividing the NAVD 88
 FX0137.geopotential number by the normal gravity value computed on the
 FX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0137.degrees latitude (g = 980.6199 gals.).
 FX0137
 FX0137.The modeled gravity was interpolated from observed gravity values.
 FX0137
 FX0137;                    North         East    Units  Estimated Accuracy
 FX0137;SPC VA S     - 1,060,000.    3,696,380.      MT  (+/- 180 meters Scaled)
 FX0137
 FX0137                          SUPERSEDED SURVEY CONTROL
 FX0137
 FX0137  NGVD 29 (??/??/92)    1.870  (m)            6.14   (f) ADJ UNCH    1 2
 FX0137
 FX0137.Superseded values are not recommended for survey control.
 FX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0137.See file dsdata.txt to determine how the superseded data were derived.
 FX0137
 FX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843793(NAD 83)
 FX0137_MARKER: DJ = TIDAL STATION DISK
 FX0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0137_STAMPING: FLEET NO 1 1958
 FX0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0137+STABILITY: SURFACE MOTION
 FX0137
 FX0137  HISTORY     - Date     Condition        Report By
 FX0137  HISTORY     - 1958     MONUMENTED       CGS
 FX0137  HISTORY     - 1961     GOOD             NGS
 FX0137  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0137
 FX0137                          STATION DESCRIPTION
 FX0137
 FX0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX0137'0.5 MI W FROM NORFOLK.
 FX0137'RECOVERED AS DESCRIBED.  1/2 MILE WEST ON YORK STREET FROM THE
 FX0137'POST OFFICE, AT THE OLD ATLANTIC COAST LINE RAILROAD STATION
 FX0137'PARKING LOT, CALLED FLEET LANDING.  MARK IS SET IN A CONCRETE
 FX0137'POST FLUSH WITH THE GROUND IN A GRASSY PLOT ON THE NORTHWEST
 FX0137'SIDE OF THE PARKING LOT, AND 30 FEET EAST OF THE PIER BULKHEAD.
 FX0137
 FX0137                          STATION RECOVERY (1971)
 FX0137
 FX0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0135 ***********************************************************************
 FX0135  DESIGNATION -  FLEET 2
 FX0135  PID         -  FX0135
 FX0135  STATE/COUNTY-  VA/C OF NORFOLK
 FX0135  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0135
 FX0135                         *CURRENT SURVEY CONTROL
 FX0135  ___________________________________________________________________
 FX0135* NAD 83(1986)-  36 51 12.     (N)    076 17 52.     (W)     SCALED    
 FX0135* NAVD 88     -         2.200  (meters)       7.22   (feet)  ADJUSTED  
 FX0135  ___________________________________________________________________
 FX0135  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0135  DYNAMIC HT  -           2.198 (meters)       7.21  (feet)  COMP
 FX0135  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0135
 FX0135  VERT ORDER  -  FIRST     CLASS I
 FX0135
 FX0135.The horizontal coordinates were scaled from a topographic map and have
 FX0135.an estimated accuracy of +/- 6 seconds.
 FX0135
 FX0135.The orthometric height was determined by differential leveling
 FX0135.and adjusted by the National Geodetic Survey in June 1991..
 FX0135
 FX0135.The geoid height was determined by GEOID03.
 FX0135
 FX0135.The dynamic height is computed by dividing the NAVD 88
 FX0135.geopotential number by the normal gravity value computed on the
 FX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0135.degrees latitude (g = 980.6199 gals.).
 FX0135
 FX0135.The modeled gravity was interpolated from observed gravity values.
 FX0135
 FX0135;                    North         East    Units  Estimated Accuracy
 FX0135;SPC VA S     - 1,060,000.    3,696,380.      MT  (+/- 180 meters Scaled)
 FX0135
 FX0135                          SUPERSEDED SURVEY CONTROL
 FX0135
 FX0135  NGVD 29 (??/??/92)    2.452  (m)            8.04   (f) ADJ UNCH    1 1
 FX0135
 FX0135.Superseded values are not recommended for survey control.
 FX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0135.See file dsdata.txt to determine how the superseded data were derived.
 FX0135
 FX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843793(NAD 83)
 FX0135_MARKER: DJ = TIDAL STATION DISK
 FX0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0135_STAMPING: FLEET NO 2 1958
 FX0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0135+STABILITY: SURFACE MOTION
 FX0135
 FX0135  HISTORY     - Date     Condition        Report By
 FX0135  HISTORY     - 1958     MONUMENTED       CGS
 FX0135  HISTORY     - 1963     GOOD             NGS
 FX0135  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0135
 FX0135                          STATION DESCRIPTION
 FX0135
 FX0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0135'AT NORFOLK.
 FX0135'AT NORFOLK, AT THE DEPARTMENT OF COMMERCE-COAST AND GEODETIC
 FX0135'SURVEY YORK STREET OFFICE, 24.4 FEET EAST OF THE NORTHEAST
 FX0135'CORNER OF THE BUILDING, 47 FEET SOUTH OF THE CENTER LINE OF
 FX0135'YORK STREET, 1 1/2 FEET WEST OF A FENCE LINE, 12 FEET EAST OF
 FX0135'THE CENTER LINE OF DRIVEWAY LEADING TO PARKING LOT, AND SET
 FX0135'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 FX0135'GROUND.
 FX0135
 FX0135                          STATION RECOVERY (1971)
 FX0135
 FX0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0136 ***********************************************************************
 FX0136  DESIGNATION -  FLEET 3
 FX0136  PID         -  FX0136
 FX0136  STATE/COUNTY-  VA/C OF NORFOLK
 FX0136  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0136
 FX0136                         *CURRENT SURVEY CONTROL
 FX0136  ___________________________________________________________________
 FX0136* NAD 83(1986)-  36 51 12.     (N)    076 17 52.     (W)     SCALED    
 FX0136* NAVD 88     -         1.885  (meters)       6.18   (feet)  ADJUSTED  
 FX0136  ___________________________________________________________________
 FX0136  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0136  DYNAMIC HT  -           1.883 (meters)       6.18  (feet)  COMP
 FX0136  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0136
 FX0136  VERT ORDER  -  FIRST     CLASS I
 FX0136
 FX0136.The horizontal coordinates were scaled from a topographic map and have
 FX0136.an estimated accuracy of +/- 6 seconds.
 FX0136
 FX0136.The orthometric height was determined by differential leveling
 FX0136.and adjusted by the National Geodetic Survey in June 1991..
 FX0136.WARNING-Repeat measurements at this control monument indicate possible
 FX0136.vertical movement.
 FX0136
 FX0136.The geoid height was determined by GEOID03.
 FX0136
 FX0136.The dynamic height is computed by dividing the NAVD 88
 FX0136.geopotential number by the normal gravity value computed on the
 FX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0136.degrees latitude (g = 980.6199 gals.).
 FX0136
 FX0136.The modeled gravity was interpolated from observed gravity values.
 FX0136
 FX0136;                    North         East    Units  Estimated Accuracy
 FX0136;SPC VA S     - 1,060,000.    3,696,380.      MT  (+/- 180 meters Scaled)
 FX0136
 FX0136                          SUPERSEDED SURVEY CONTROL
 FX0136
 FX0136  NGVD 29 (??/??/92)    2.138  (m)            7.01   (f) ADJ UNCH    1 1
 FX0136
 FX0136.Superseded values are not recommended for survey control.
 FX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0136.See file dsdata.txt to determine how the superseded data were derived.
 FX0136
 FX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF843793(NAD 83)
 FX0136_MARKER: DJ = TIDAL STATION DISK
 FX0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0136_STAMPING: FLEET NO 3 1958
 FX0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0136+STABILITY: SURFACE MOTION
 FX0136
 FX0136  HISTORY     - Date     Condition        Report By
 FX0136  HISTORY     - 1958     MONUMENTED       CGS
 FX0136  HISTORY     - 1961     GOOD             NGS
 FX0136  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0136
 FX0136                          STATION DESCRIPTION
 FX0136
 FX0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FX0136'0.5 MI W FROM NORFOLK.
 FX0136'RECOVERED AS DESCRIBED.  1/2 MILE WEST ON YORK STREET FROM THE
 FX0136'POST OFFICE, AT THE OLD ATLANTIC COAST LINE RAILROAD STATION
 FX0136'PARKING LOT, CALLED FLEET LANDING.  THE MARK IS SET IN A
 FX0136'CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND, AND 65
 FX0136'FEET NORTH ALONG THE FENCE LINE FROM THE BUTE STREET PARKING
 FX0136'LOT ENTRANCE.
 FX0136
 FX0136                          STATION RECOVERY (1971)
 FX0136
 FX0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0142 ***********************************************************************
 FX0142  DESIGNATION -  FLEET 4
 FX0142  PID         -  FX0142
 FX0142  STATE/COUNTY-  VA/C OF NORFOLK
 FX0142  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0142
 FX0142                         *CURRENT SURVEY CONTROL
 FX0142  ___________________________________________________________________
 FX0142* NAD 83(1986)-  36 51 08.     (N)    076 17 48.     (W)     SCALED    
 FX0142* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 FX0142  ___________________________________________________________________
 FX0142  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0142  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 FX0142  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 FX0142
 FX0142  VERT ORDER  -  FIRST     CLASS I
 FX0142
 FX0142.The horizontal coordinates were scaled from a topographic map and have
 FX0142.an estimated accuracy of +/- 6 seconds.
 FX0142
 FX0142.The orthometric height was determined by differential leveling
 FX0142.and adjusted by the National Geodetic Survey in June 1991..
 FX0142
 FX0142.The geoid height was determined by GEOID03.
 FX0142
 FX0142.The dynamic height is computed by dividing the NAVD 88
 FX0142.geopotential number by the normal gravity value computed on the
 FX0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0142.degrees latitude (g = 980.6199 gals.).
 FX0142
 FX0142.The modeled gravity was interpolated from observed gravity values.
 FX0142
 FX0142;                    North         East    Units  Estimated Accuracy
 FX0142;SPC VA S     - 1,059,880.    3,696,480.      MT  (+/- 180 meters Scaled)
 FX0142
 FX0142                          SUPERSEDED SURVEY CONTROL
 FX0142
 FX0142  NGVD 29 (??/??/92)    2.458  (m)            8.06   (f) ADJ UNCH    1 1
 FX0142
 FX0142.Superseded values are not recommended for survey control.
 FX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0142.See file dsdata.txt to determine how the superseded data were derived.
 FX0142
 FX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF844792(NAD 83)
 FX0142_MARKER: DJ = TIDAL STATION DISK
 FX0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0142_SP_SET: BUILDING
 FX0142_STAMPING: FLEET NO 4 1961
 FX0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0142
 FX0142  HISTORY     - Date     Condition        Report By
 FX0142  HISTORY     - 1961     MONUMENTED       CGS
 FX0142  HISTORY     - 1971     MARK NOT FOUND   NGS
 FX0142
 FX0142                          STATION DESCRIPTION
 FX0142
 FX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FX0142'0.5 MI W FROM NORFOLK.
 FX0142'ABOUT 0.5 MILE WEST ALONG YORK STREET FROM THE POST OFFICE BUILDING
 FX0142'AT NORFOLK, AT THE NEW COAST AND GEODETIC SURVEY DOCKING PIER
 FX0142'AND BUILDING (FORMERLY THE ATLANTIC COAST LINE RAILROAD STATION),
 FX0142'SET ON THE TOP AND AT THE EAST END OF THE CONCRETE DOOR SILL
 FX0142'NEAR THE SOUTHEAST CORNER OF THE BUILDING, 0.4 FOOT WEST OF THE
 FX0142'EAST FACE OF THE DOOR AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FX0142'GROUND.
 FX0142
 FX0142                          STATION RECOVERY (1971)
 FX0142
 FX0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0138 ***********************************************************************
 FX0138  DESIGNATION -  FLEET 5
 FX0138  PID         -  FX0138
 FX0138  STATE/COUNTY-  VA/C OF NORFOLK
 FX0138  USGS QUAD   -  NORFOLK SOUTH (1986)
 FX0138
 FX0138                         *CURRENT SURVEY CONTROL
 FX0138  ___________________________________________________________________
 FX0138* NAD 83(1993)-  36 51 10.29742(N)    076 17 50.32134(W)     ADJUSTED  
 FX0138* NAVD 88     -         2.343  (meters)       7.69   (feet)  ADJUSTED  
 FX0138  ___________________________________________________________________
 FX0138  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 FX0138  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 FX0138  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 FX0138  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 FX0138
 FX0138  HORZ ORDER  -  SECOND
 FX0138  VERT ORDER  -  FIRST     CLASS I
 FX0138
 FX0138.The horizontal coordinates were established by classical geodetic methods
 FX0138.and adjusted by the National Geodetic Survey in September 1995..
 FX0138
 FX0138.The orthometric height was determined by differential leveling
 FX0138.and adjusted by the National Geodetic Survey in June 1991..
 FX0138.WARNING-Repeat measurements at this control monument indicate possible
 FX0138.vertical movement.
 FX0138
 FX0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0138
 FX0138.The geoid height was determined by GEOID03.
 FX0138
 FX0138.The dynamic height is computed by dividing the NAVD 88
 FX0138.geopotential number by the normal gravity value computed on the
 FX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0138.degrees latitude (g = 980.6199 gals.).
 FX0138
 FX0138.The modeled gravity was interpolated from observed gravity values.
 FX0138
 FX0138;                    North         East     Units Scale Factor Converg.
 FX0138;SPC VA S     - 1,059,945.836 3,696,421.458   MT  0.99998547   +1 20 12.7
 FX0138;SPC VA S     - 3,477,505.63 12,127,342.73   sFT  0.99998547   +1 20 12.7
 FX0138;UTM  18      - 4,079,335.271   384,345.488   MT  0.99976478   -0 46 41.4
 FX0138
 FX0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0138!SPC VA S     -   1.00000544  x   0.99998547  =   0.99999091
 FX0138!UTM  18      -   1.00000544  x   0.99976478  =   0.99977022
 FX0138
 FX0138                          SUPERSEDED SURVEY CONTROL
 FX0138
 FX0138  NAD 83(1986)-  36 51 10.30310(N)    076 17 50.35681(W) AD(       ) 2
 FX0138  NAD 27      -  36 51 09.76620(N)    076 17 51.56500(W) AD(       ) 2
 FX0138  NGVD 29 (??/??/92)    2.619  (m)            8.59   (f) ADJ UNCH    1 1
 FX0138
 FX0138.Superseded values are not recommended for survey control.
 FX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0138.See file dsdata.txt to determine how the superseded data were derived.
 FX0138
 FX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8434579335(NAD 83)
 FX0138_MARKER: DJ = TIDAL STATION DISK
 FX0138_SETTING: 0 = UNSPECIFIED SETTING
 FX0138_STAMPING: FLEET NO 5 1961
 FX0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0138
 FX0138  HISTORY     - Date     Condition        Report By
 FX0138  HISTORY     - 1961     MONUMENTED       CGS
 FX0138  HISTORY     - 1971     GOOD             NGS
 FX0138  HISTORY     - 1979     MARK NOT FOUND   NGS
 FX0138
 FX0138                          STATION DESCRIPTION
 FX0138
 FX0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0138'AT NORFOLK.
 FX0138'AT NORFOLK, ABOUT 0.5 MILE WEST OF THE POST OFFICE, AT THE
 FX0138'U.S. DEPARTMENT OF COMMERCE, NATIONAL OCEANIC AND ATMOSPHERIC
 FX0138'ADMINISTRATION, NATIONAL OCEAN SURVEY OFFICE, 42.3 FEET NORTH
 FX0138'OF THE SOUTHEAST CORNER OF A FENCE AROUND THE GOVERNMENT
 FX0138'PROPERTY, 49.4 FEET NORTHEAST OF BOLE RM 1, 39.8 FEET NORTHEAST
 FX0138'OF TRIANGULATION STATION BOLE, 1 FOOT WEST OF THE FENCE ON
 FX0138'THE EAST SIDE OF THE PROPERTY, AND ABOUT 2 INCHES ABOVE THE
 FX0138'LEVEL OF THE PARKING AREA.  NOTE-- THE PARKING LOT HAS BEEN
 FX0138'ENLARGED AND THE PARKING LOT PAVEMENT IS NOW AROUND THE MARK.
 FX0138'NOTE-- THIS MARK WAS INADVERTENTLY PASSED DURING THE 1971
 FX0138'LEVELING.
 FX0138
 FX0138                          STATION RECOVERY (1979)
 FX0138
 FX0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FX0138'NOT RECOVERED.  NOTE=THE ATLANTIC MARINE CENTER STATED THAT THIS MARK
 FX0138'WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3801 ***********************************************************************
 GV3801  DESIGNATION -  FLEET POINT LIGHT 1955
 GV3801  PID         -  GV3801
 GV3801  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3801  USGS QUAD   -  REEDVILLE (1992)
 GV3801
 GV3801                         *CURRENT SURVEY CONTROL
 GV3801  ___________________________________________________________________
 GV3801* NAD 83(1993)-  37 48 36.33936(N)    076 17 13.36195(W)     ADJUSTED  
 GV3801* NAVD 88     -                                                        
 GV3801  ___________________________________________________________________
 GV3801  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 GV3801  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 GV3801
 GV3801  HORZ ORDER  -  THIRD
 GV3801
 GV3801.The horizontal coordinates were established by classical geodetic methods
 GV3801.and adjusted by the National Geodetic Survey in November 1994..
 GV3801
 GV3801
 GV3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3801
 GV3801.The geoid height was determined by GEOID03.
 GV3801
 GV3801;                    North         East     Units Scale Factor Converg.
 GV3801;SPC VA S     - 1,166,171.032 3,694,846.761   MT  0.99997517   +1 20 35.2
 GV3801;SPC VA S     - 3,826,012.79 12,122,176.42   sFT  0.99997517   +1 20 35.2
 GV3801;UTM  18      - 4,185,525.071   386,707.724   MT  0.99975809   -0 47 20.8
 GV3801
 GV3801                          SUPERSEDED SURVEY CONTROL
 GV3801
 GV3801  NAD 83(1993)-  37 48 36.34481(N)    076 17 13.37635(W) AD(       ) 4
 GV3801  NAD 83(1986)-  37 48 36.34394(N)    076 17 13.38476(W) AD(       ) 4
 GV3801  NAD 27      -  37 48 35.87800(N)    076 17 14.58000(W) AD(       ) 3
 GV3801
 GV3801.Superseded values are not recommended for survey control.
 GV3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3801.See file dsdata.txt to determine how the superseded data were derived.
 GV3801
 GV3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8670885525(NAD 83)
 GV3801_MARKER: 14 = NAVIGATION LIGHT
 GV3801
 GV3801  HISTORY     - Date     Condition        Report By
 GV3801  HISTORY     - 1955     FIRST OBSERVED   CGS
 GV3801  HISTORY     - 20021121 GOOD             USPSQD
 GV3801
 GV3801                          STATION DESCRIPTION
 GV3801
 GV3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3801'LOCATED ON THE N PART OF INGRAM BAY, 1 MI. E OF THE ENTRANCE
 GV3801'TO GREAT WICOMICO RIVER, AND 500 M. SW OF FLEET POINT.  LIGHT
 GV3801'IS A RED SINGLE STEEL PILE STRUCTURE WITH A CAGE AND LIGHT
 GV3801'ON TOP.  THE TOP CENTER OF THE LIGHT WAS OBSERVED.
 GV3801'
 GV3801'THE STRUCTURE WAS BUILT IN 1938 ACCORDING TO THE CURRENT
 GV3801'COAST GUARD LIGHT LIST, AND PROBABLY REPLACES THE WOODEN
 GV3801'STRUCTURE WITH THREE PILES DESCRIBED BY H.E.F. IN 1938.
 GV3801'
 GV3801'THIS IS AN INTERSECTION STATION.
 GV3801
 GV3801                          STATION RECOVERY (2002)
 GV3801
 GV3801'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9033 ***********************************************************************
 HV9033  DESIGNATION -  FLEETWOOD
 HV9033  PID         -  HV9033
 HV9033  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9033  USGS QUAD   -  SOMERVILLE (1981)
 HV9033
 HV9033                         *CURRENT SURVEY CONTROL
 HV9033  ___________________________________________________________________
 HV9033* NAD 83(1993)-  38 36 39.31699(N)    077 33 05.57525(W)     ADJUSTED  
 HV9033* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 HV9033  ___________________________________________________________________
 HV9033  X           -   1,075,739.524 (meters)                     COMP
 HV9033  Y           -  -4,873,091.524 (meters)                     COMP
 HV9033  Z           -   3,958,673.839 (meters)                     COMP
 HV9033  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HV9033  ELLIP HEIGHT-          24.96  (meters)          (06/04/02) GPS OBS
 HV9033  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HV9033
 HV9033  HORZ ORDER  -  SECOND
 HV9033  ELLP ORDER  -  FOURTH    CLASS II
 HV9033
 HV9033.The horizontal coordinates were established by GPS observations
 HV9033.and adjusted by the National Geodetic Survey in November 1994..
 HV9033
 HV9033.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9033
 HV9033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9033
 HV9033.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9033
 HV9033.The ellipsoidal height was determined by GPS observations
 HV9033.and is referenced to NAD 83.
 HV9033
 HV9033.The geoid height was determined by GEOID03.
 HV9033
 HV9033;                    North         East     Units Scale Factor Converg.
 HV9033;SPC VA N     - 2,105,237.540 3,582,603.261   MT  0.99994839   +0 35 31.0
 HV9033;SPC VA N     - 6,906,933.50 11,753,924.20   sFT  0.99994839   +0 35 31.0
 HV9033;UTM  18      - 4,276,689.650   277,835.600   MT  1.00020785   -1 35 34.4
 HV9033
 HV9033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9033!SPC VA N     -   0.99999608  x   0.99994839  =   0.99994447
 HV9033!UTM  18      -   0.99999608  x   1.00020785  =   1.00020393
 HV9033
 HV9033                          SUPERSEDED SURVEY CONTROL
 HV9033
 HV9033  ELLIP H (11/14/94)   24.94   (m)                       GP(       ) 4 2
 HV9033  ELLIP H (01/27/92)   24.39   (m)                       GP(       ) 4 1
 HV9033  NAD 83(1986)-  38 36 39.31688(N)    077 33 05.58751(W) AD(       ) 2
 HV9033  NGVD 29 (01/20/89)   57.4    (m)          188.     (f) GPS OBS        
 HV9033
 HV9033.Superseded values are not recommended for survey control.
 HV9033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9033.See file dsdata.txt to determine how the superseded data were derived.
 HV9033
 HV9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7783676690(NAD 83)
 HV9033_MARKER: A = ALUMINUM MARKER
 HV9033_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9033_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9033+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9033
 HV9033  HISTORY     - Date     Condition        Report By
 HV9033  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9033
 HV9033                          STATION DESCRIPTION
 HV9033
 HV9033'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9033'THE STATION IS LOCATED IN SOUTHWESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9033'ON THE NORTHWESTERN EDGE OF QUANTICO MARINE CORPS BASE AT THE
 HV9033'INTERSECTION OF ROUTE 611 AND 612, ABOUT 7.5 MILES SOUTHWEST OF
 HV9033'MANASSAS VIRGINIA.
 HV9033'
 HV9033'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 28, NOKESVILLE
 HV9033'ROAD AND ROUTE 652, FITZWATER DRIVE, GO SOUTHEAST ON ROUTE 652 FOR
 HV9033'0.9 MILE TO THE INTERSECTION WITH ADEN ROAD, ROUTE 646. GO RIGHT,
 HV9033'SOUTH ON ROUTE 646 FOR 3.7 MILES TO THE INTERSECTION WITH ROUTE 611,
 HV9033'FLEETWOOD DRIVE.  GO RIGHT SOUTHWEST ON ROUTE 611 OVER THE ONE LANE
 HV9033'BRIDGE, FOR 3.4 MILES TO THE INTERSECTION WITH ROUTE 612.  THE
 HV9033'STATION IS ABOUT 75 FEET TO THE LEFT ON THE RIGHT SIDE OF ROUTE 612.
 HV9033'
 HV9033'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE GROUND
 HV9033'AND IS STAMPED---81 FLEETWOOD 1986---. THE STATION IS 206.70 FEET
 HV9033'SOUTHWEST OF A DRILL IN THE ABUTMENT TO THE BRIDGE THAT IS EAST OF THE
 HV9033'STATION, 18.45 FEET SOUTH OF THE CENTERLINE OF ROUTE 612.
 HV9033'
 HV9033'THE AZIMUTH MARK IS A W1-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9033'GROUND AND IS STAMPED---81 FLEETWOOD AZIMUTH 1986---. THE MARK IS 17.1
 HV9033'FEET SOUTH OF THE CENTERLINE OF ROUTE 612, 72.10 FEET SOUTHEAST OF A
 HV9033'9-INCH PINE TREE, AND 39.47 FEET SOUTH OF A 10-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0858 ***********************************************************************
 FW0858  DESIGNATION -  FLETCHER 2 1910
 FW0858  PID         -  FW0858
 FW0858  STATE/COUNTY-  VA/NORTHAMPTON
 FW0858  USGS QUAD   -  QUINBY INLET (1992)
 FW0858
 FW0858                         *CURRENT SURVEY CONTROL
 FW0858  ___________________________________________________________________
 FW0858* NAD 83(1993)-  37 26 00.95889(N)    075 40 40.33648(W)     ADJUSTED  
 FW0858* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0858  ___________________________________________________________________
 FW0858  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 FW0858  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 FW0858
 FW0858  HORZ ORDER  -  THIRD
 FW0858
 FW0858.The horizontal coordinates were established by classical geodetic methods
 FW0858.and adjusted by the National Geodetic Survey in September 1995..
 FW0858
 FW0858.The orthometric height was scaled from a topographic map.
 FW0858
 FW0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0858
 FW0858.The geoid height was determined by GEOID03.
 FW0858
 FW0858;                    North         East     Units Scale Factor Converg.
 FW0858;SPC VA S     - 1,125,834.952 3,749,718.126   MT  0.99994606   +1 42 46.2
 FW0858;SPC VA S     - 3,693,676.84 12,302,200.22   sFT  0.99994606   +1 42 46.2
 FW0858;UTM  18      - 4,143,190.400   440,029.525   MT  0.99964430   -0 24 43.4
 FW0858
 FW0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0858!SPC VA S     -   1.00000553  x   0.99994606  =   0.99995159
 FW0858!UTM  18      -   1.00000553  x   0.99964430  =   0.99964983
 FW0858
 FW0858:                Primary Azimuth Mark                     Grid Az
 FW0858:SPC VA S     -  REVELS ISLAND CLUB WINDMILL              008 26 17.4
 FW0858:UTM  18      -  REVELS ISLAND CLUB WINDMILL              010 33 47.0
 FW0858
 FW0858|---------------------------------------------------------------------|
 FW0858| PID    Reference Object                     Distance      Geod. Az  |
 FW0858|                                                           dddmmss.s |
 FW0858| FW0888 REVELS ISLAND CLUB WINDMILL         APPROX. 7.1 KM 0100903.6 |
 FW0858| FW0863 HOG ISLAND LIGHTHOUSE OLD TWR       APPROX. 5.3 KM 1995007.7 |
 FW0858| FW0862 HOG ISLAND LIGHTHOUSE               APPROX. 4.6 KM 2053123.1 |
 FW0858| FW0874 ROGUE 2                             APPROX. 6.8 KM 2155047.2 |
 FW0858| FW0996 INLET                               APPROX. 7.8 KM 2523200.9 |
 FW0858|---------------------------------------------------------------------|
 FW0858
 FW0858                          SUPERSEDED SURVEY CONTROL
 FW0858
 FW0858  NAD 83(1993)-  37 26 00.95983(N)    075 40 40.33501(W) AD(       ) 3
 FW0858  NAD 83(1986)-  37 26 00.96012(N)    075 40 40.37787(W) AD(       ) 3
 FW0858  NAD 27      -  37 26 00.46049(N)    075 40 41.64746(W) AD(       ) 3
 FW0858
 FW0858.Superseded values are not recommended for survey control.
 FW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0858.See file dsdata.txt to determine how the superseded data were derived.
 FW0858
 FW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG4003043190(NAD 83)
 FW0858_MARKER: DS = TRIANGULATION STATION DISK
 FW0858_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FW0858_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW0858
 FW0858  HISTORY     - Date     Condition        Report By
 FW0858  HISTORY     - 1910     MONUMENTED       CGS
 FW0858  HISTORY     - 1942     MARK NOT FOUND   CGS
 FW0858
 FW0858                          STATION DESCRIPTION
 FW0858
 FW0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW0858'STATION IS LOCATED ON A SAND HILL ABOUT 10 OR 12 FEET HIGH
 FW0858'SOMEWHERE IN THE LOCALITY OF THE OLD STATION (FARLEY, 1851),
 FW0858'ON HOG ISLAND ABOUT TWO MILES FROM ITS NORTHERN END.  NO
 FW0858'TRACE OF THE OLD STATION COULD BE FOUND AND IT IS PROBABLE
 FW0858'THAT IT HAS LONG SINCE BEEN WASHED AWAY BY THE INROADS OF
 FW0858'THE SEA.  NEW STATION IS ABOUT 150 METERS FROM MEAN-HIGH
 FW0858'WATER MARK.  ON THE WESTERN SIDE OF THE STATION IS A MARSH
 FW0858'COMING ALMOST UP TO THE SIGNAL AND EXTENDING WESTWARD TO
 FW0858'NORTH INLET.
 FW0858'
 FW0858'THE SAME CLASS OF SIGNAL WAS ERECTED HERE AS AT HAULOVER, HEIGHT
 FW0858'BEING 29 FEET.
 FW0858'
 FW0858'STATION WAS MARKED BY A 4-INCH DRAIN TILE SET IN CEMENT,
 FW0858'FLANGE END DOWN.  THE TILE IS 2-1/2 FEET LONG AND THE TOP
 FW0858'END IS FLUSH WITH THE SURFACE OF THE GROUND.  IN THE CENTER
 FW0858'OF THE TILE THE USUAL BRASS STATION MARK WAS SET IN CEMENT.
 FW0858'SUBSURFACE MARK CONSISTS OF A QUART BOTTLE CENTERED 3 FEET
 FW0858'BELOW THE SURFACE OF THE GROUND AND SET IN CEMENT.
 FW0858'
 FW0858'REFERENCE MARKS CONSIST OF A 3-INCH DRAIN TILE, 2-1/2 FEET
 FW0858'LONG, SET IN CEMENT, TOP FLUSH WITH SURFACE OF THE GROUND
 FW0858'IN THE CENTER OF WHICH HAS BEEN SET IN CEMENT A SMALL (2 OUNCE)
 FW0858'BOTTLE.  BOTTLE OF SAME SIZE WAS ALSO USED FOR SUBSURFACE
 FW0858'MARK AND CENTERED 2 FEET 9 INCHES BELOW THE SURFACE.
 FW0858'
 FW0858'REFERENCE MARK NO. 1 BEARS S 34 DEG W DISTANT 11.03 METERS.
 FW0858'
 FW0858'REFERENCE MARK NO. 2 BEARS N 53 DEG W DISTANT 12.76 METERS.
 FW0858'
 FW0858'THREE PINE STUBS AROUND STATION MARK, USED TO SUPPORT THEODOLITE
 FW0858'WERE LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.
 FW0858'
 FW0858'STATION IS BEST REACHED BY ROWING, IN A SKIFF, UP THE FIRST
 FW0858'LARGE DRAIN ON THE LEFT-HAND SIDE OF HODGES NARROWS, ENTERING
 FW0858'FROM NORTH INLET.  THIS DRAIN IS NAVIGABLE AT HIGH WATER TO
 FW0858'A POINT ABOUT 300 OR 400 METERS FROM THE STATION.  THIS DRAIN
 FW0858'IS ABOUT ONE MILE FROM HODGES NARROWS MOUTH ON NORTH INLET SIDE.
 FW0858
 FW0858                          STATION RECOVERY (1942)
 FW0858
 FW0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0858'THIS STATION WAS THOROUGHLY SEARCHED FOR ABOUT 1-1/2 HOURS,
 FW0858'BUT NOT RECOVERED.  THE ORIGINAL DESCRIPTION IS INADEQUATE.
 FW0858'
 FW0858'THE SAND HILL REFERRED TO IN THE ORIGINAL DESCRIPTION IS
 FW0858'TOO INDEFINITE, AS THE BEACH AT THIS LOCATION HAS TOO MANY
 FW0858'SUCH SAND HILLS TO AID IN RECOVERING THE STATION.
 FW0858'
 FW0858'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0878 ***********************************************************************
 FY0878  DESIGNATION -  FLINT
 FY0878  PID         -  FY0878
 FY0878  STATE/COUNTY-  VA/HALIFAX
 FY0878  USGS QUAD   -  OAK LEVEL (1982)
 FY0878
 FY0878                         *CURRENT SURVEY CONTROL
 FY0878  ___________________________________________________________________
 FY0878* NAD 83(1993)-  36 38 03.09948(N)    079 00 51.69601(W)     ADJUSTED  
 FY0878* NAVD 88     -       148.596  (meters)     487.52   (feet)  ADJUSTED  
 FY0878  ___________________________________________________________________
 FY0878  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 FY0878  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FY0878  DYNAMIC HT  -         148.479 (meters)     487.13  (feet)  COMP
 FY0878  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 FY0878
 FY0878  HORZ ORDER  -  SECOND
 FY0878  VERT ORDER  -  SECOND    CLASS 0
 FY0878
 FY0878.The horizontal coordinates were established by classical geodetic methods
 FY0878.and adjusted by the National Geodetic Survey in September 1995..
 FY0878
 FY0878.The orthometric height was determined by differential leveling
 FY0878.and adjusted by the National Geodetic Survey in June 1991..
 FY0878
 FY0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0878
 FY0878.The geoid height was determined by GEOID03.
 FY0878
 FY0878.The dynamic height is computed by dividing the NAVD 88
 FY0878.geopotential number by the normal gravity value computed on the
 FY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0878.degrees latitude (g = 980.6199 gals.).
 FY0878
 FY0878.The modeled gravity was interpolated from observed gravity values.
 FY0878
 FY0878;                    North         East     Units Scale Factor Converg.
 FY0878;SPC VA S     - 1,033,513.418 3,453,996.566   MT  1.00002668   -0 18 43.8
 FY0878;SPC VA S     - 3,390,785.27 11,331,987.07   sFT  1.00002668   -0 18 43.8
 FY0878;UTM  17      - 4,056,129.607   677,527.502   MT  0.99998829   +1 11 06.5
 FY0878
 FY0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0878!SPC VA S     -   0.99998161  x   1.00002668  =   1.00000829
 FY0878!UTM  17      -   0.99998161  x   0.99998829  =   0.99996990
 FY0878
 FY0878:                Primary Azimuth Mark                     Grid Az
 FY0878:SPC VA S     -  COLE                                     043 17 06.0
 FY0878:UTM  17      -  COLE                                     041 47 15.7
 FY0878
 FY0878|---------------------------------------------------------------------|
 FY0878| PID    Reference Object                     Distance      Geod. Az  |
 FY0878|                                                           dddmmss.s |
 FY0878| FY0508 COLE                                APPROX. 2.2 KM 0425822.2 |
 FY0878| FY0877 FLINT RM 1                            9.307 METERS 23314     |
 FY0878|---------------------------------------------------------------------|
 FY0878
 FY0878                          SUPERSEDED SURVEY CONTROL
 FY0878
 FY0878  NAD 83(1986)-  36 38 03.10131(N)    079 00 51.70217(W) AD(       ) 2
 FY0878  NAD 27      -  36 38 02.60250(N)    079 00 52.65983(W) AD(       ) 2
 FY0878  NGVD 29 (??/??/92)  148.849  (m)          488.35   (f) ADJ UNCH    2 0
 FY0878
 FY0878.Superseded values are not recommended for survey control.
 FY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0878.See file dsdata.txt to determine how the superseded data were derived.
 FY0878
 FY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7752856130(NAD 83)
 FY0878_MARKER: DE = TRAVERSE STATION DISK
 FY0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0878_STAMPING: FLINT 1965
 FY0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0878+STABILITY: SURFACE MOTION
 FY0878
 FY0878  HISTORY     - Date     Condition        Report By
 FY0878  HISTORY     - 1965     MONUMENTED       CGS
 FY0878  HISTORY     - 1966     GOOD             NGS
 FY0878  HISTORY     - 1971     GOOD             LOCENG
 FY0878
 FY0878                          STATION DESCRIPTION
 FY0878
 FY0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 FY0878'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF SOUTH
 FY0878'BOSTON, 1.5 MILES NORTHEAST OF TURBEVILLE AND IN THE MEDIAN
 FY0878'OF U.S. HIGHWAY 58.
 FY0878'
 FY0878'TO REACH THE STATION FROM THE POST OFFICE IN TURBEVILLE, GO
 FY0878'EASTERLY ON U.S. HIGHWAY 58 FOR 1.5 MILES TO THE STATION
 FY0878'ON THE LEFT.
 FY0878'
 FY0878'THE STATION MARK IS 115.0 FEET EAST OF A CROSSOVER, 31.0
 FY0878'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF U.S.
 FY0878'HIGHWAY 58, 6.0 FEET NORTHWEST OF A 16 INCH PINE TREE AND
 FY0878'3.0 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK IS
 FY0878'A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 FY0878'POST SET FLUSH WITH THE GROUND AND STAMPED FLINT 1965.
 FY0878'
 FY0878'REFERENCE MARK NO. 1 IS 30.0 FEET NORTH OF THE CENTERLINE OF
 FY0878'THE EAST BOUND LANE OF U.S. HIGHWAY 58.  THE MARK IS A STANDARD
 FY0878'DISK SET IN THE TOP OF A ROUND CONCRETE POST 2 INCHES UNDERGROUND
 FY0878'AND STAMPED FLINT NO 1 1965
 FY0878'
 FY0878'TRAVERSE STATION COLE WILL SERVE AS THE AZIMUTH MARK.  SEE
 FY0878'DESCRIPTION THEREOF.
 FY0878'
 FY0878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FY0878
 FY0878                          STATION RECOVERY (1966)
 FY0878
 FY0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FY0878'1.6 MI E FROM TURBEVILLE.
 FY0878'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN
 FY0878'TURBEVILLE, 30.54 FEET EAST OF RM 1, 115 FEET EAST OF A CROSSOVER,
 FY0878'31 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY,
 FY0878'6 FEET NORTHWEST OF A 16-INCH PINE TREE, 3 FEET NORTHEAST OF A
 FY0878'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST, FLUSH, IN
 FY0878'THE MEDIA OF HIGHWAY AND IS ABOUT LEVEL WITH THE EAST BOUND LANE
 FY0878'OF HIGHWAY.
 FY0878
 FY0878                          STATION RECOVERY (1971)
 FY0878
 FY0878'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (DM)
 FY0878'FLINT 1965 RECOVERED IN GOOD CONDITION.
 FY0878'
 FY0878'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES SW OF SOUTH
 FY0878'BOSTON, VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY0877 ***********************************************************************
 FY0877  DESIGNATION -  FLINT RM 1
 FY0877  PID         -  FY0877
 FY0877  STATE/COUNTY-  VA/HALIFAX
 FY0877  USGS QUAD   -  OAK LEVEL (1982)
 FY0877
 FY0877                         *CURRENT SURVEY CONTROL
 FY0877  ___________________________________________________________________
 FY0877* NAD 83(1986)-  36 38 02.     (N)    079 00 51.     (W)     SCALED    
 FY0877* NAVD 88     -       148.288  (meters)     486.51   (feet)  ADJUSTED  
 FY0877  ___________________________________________________________________
 FY0877  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FY0877  DYNAMIC HT  -         148.172 (meters)     486.13  (feet)  COMP
 FY0877  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 FY0877
 FY0877  VERT ORDER  -  SECOND    CLASS 0
 FY0877
 FY0877.The horizontal coordinates were scaled from a topographic map and have
 FY0877.an estimated accuracy of +/- 6 seconds.
 FY0877
 FY0877.The orthometric height was determined by differential leveling
 FY0877.and adjusted by the National Geodetic Survey in June 1991..
 FY0877
 FY0877.The geoid height was determined by GEOID03.
 FY0877
 FY0877.The dynamic height is computed by dividing the NAVD 88
 FY0877.geopotential number by the normal gravity value computed on the
 FY0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0877.degrees latitude (g = 980.6199 gals.).
 FY0877
 FY0877.The modeled gravity was interpolated from observed gravity values.
 FY0877
 FY0877;                    North         East    Units  Estimated Accuracy
 FY0877;SPC VA S     - 1,033,480.    3,454,010.      MT  (+/- 180 meters Scaled)
 FY0877
 FY0877                          SUPERSEDED SURVEY CONTROL
 FY0877
 FY0877  NGVD 29 (??/??/92)  148.540  (m)          487.33   (f) ADJ UNCH    2 0
 FY0877
 FY0877.Superseded values are not recommended for survey control.
 FY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0877.See file dsdata.txt to determine how the superseded data were derived.
 FY0877
 FY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA775560(NAD 83)
 FY0877_MARKER: DR = REFERENCE MARK DISK
 FY0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0877_STAMPING: FLINT NO 1 1965
 FY0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0877+STABILITY: SURFACE MOTION
 FY0877
 FY0877  HISTORY     - Date     Condition        Report By
 FY0877  HISTORY     - 1965     MONUMENTED       CGS
 FY0877  HISTORY     - 1966     GOOD             NGS
 FY0877
 FY0877                          STATION DESCRIPTION
 FY0877
 FY0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FY0877'1.6 MI E FROM TURBEVILLE.
 FY0877'AT THE FLINT STATION SITE-- 30.54 FEET WEST OF THE STATION, 30
 FY0877'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY,
 FY0877'SET IN THE TOP OF A CONCRETE POST 2-INCHES UNDER GROUND AND IS
 FY0877'ABOUT LEVEL WITH THE EAST BOUND LANE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3770 ***********************************************************************
 GV3770  DESIGNATION -  FLINT VFC 1931
 GV3770  PID         -  GV3770
 GV3770  STATE/COUNTY-  VA/NORTHUMBERLAND
 GV3770  USGS QUAD   -  REEDVILLE (1992)
 GV3770
 GV3770                         *CURRENT SURVEY CONTROL
 GV3770  ___________________________________________________________________
 GV3770* NAD 83(1993)-  37 50 58.38568(N)    076 20 56.17962(W)     ADJUSTED  
 GV3770* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV3770  ___________________________________________________________________
 GV3770  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 GV3770  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 GV3770
 GV3770  HORZ ORDER  -  THIRD
 GV3770
 GV3770.The horizontal coordinates were established by classical geodetic methods
 GV3770.and adjusted by the National Geodetic Survey in November 1994..
 GV3770
 GV3770.The orthometric height was scaled from a topographic map.
 GV3770
 GV3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3770
 GV3770.The geoid height was determined by GEOID03.
 GV3770
 GV3770;                    North         East     Units Scale Factor Converg.
 GV3770;SPC VA S     - 1,170,423.333 3,689,298.299   MT  0.99998072   +1 18 19.9
 GV3770;SPC VA S     - 3,839,963.89 12,103,972.84   sFT  0.99998072   +1 18 19.9
 GV3770;UTM  18      - 4,189,979.967   381,322.498   MT  0.99977347   -0 49 40.1
 GV3770
 GV3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3770!SPC VA S     -   1.00000560  x   0.99998072  =   0.99998632
 GV3770!UTM  18      -   1.00000560  x   0.99977347  =   0.99977907
 GV3770
 GV3770|---------------------------------------------------------------------|
 GV3770| PID    Reference Object                     Distance      Geod. Az  |
 GV3770|                                                           dddmmss.s |
 GV3770| GV3777 HORN VFC 1931                       316.974 METERS 07753     |
 GV3770| GV3755 BERRY VFC 1931                      APPROX. 0.6 KM 1670715.7 |
 GV3770| GV3780 KILLDUFF VFC 1931                   455.571 METERS 2813119.5 |
 GV3770|---------------------------------------------------------------------|
 GV3770
 GV3770                          SUPERSEDED SURVEY CONTROL
 GV3770
 GV3770  NAD 83(1993)-  37 50 58.39245(N)    076 20 56.19262(W) AD(       ) 3
 GV3770  NAD 83(1986)-  37 50 58.39087(N)    076 20 56.20170(W) AD(       ) 3
 GV3770  NAD 27      -  37 50 57.93200(N)    076 20 57.39200(W) AD(       ) 3
 GV3770
 GV3770.Superseded values are not recommended for survey control.
 GV3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3770.See file dsdata.txt to determine how the superseded data were derived.
 GV3770
 GV3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8132289980(NAD 83)
 GV3770_MARKER: I = METAL ROD
 GV3770_SETTING: 0 = UNSPECIFIED SETTING
 GV3770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV3770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV3770+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 GV3770
 GV3770  HISTORY     - Date     Condition        Report By
 GV3770  HISTORY     - 1931     MONUMENTED       VACF
 GV3770  HISTORY     - 1943     GOOD             CGS
 GV3770  HISTORY     - 1955     GOOD             CGS
 GV3770  HISTORY     - 19950618 POOR             USPSQD
 GV3770  HISTORY     - 20021121 GOOD             USPSQD
 GV3770
 GV3770                          STATION DESCRIPTION
 GV3770
 GV3770'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1931
 GV3770'ON GREAT WICOMICO RIVER, ON LOW POINT OF LAND ABOVE A COVE
 GV3770'THAT MAKES UP IN THE LAND A SHORT DISTANCE ABOVE HORN HARBOR,
 GV3770'EASILY IDENTIFIED.  MARKED BY A 4-FOOT SECTION OF 1-INCH
 GV3770'GALVANIZED IRON PIPE SURROUNDED BELOW THE SURFACE OF THE
 GV3770'LAND BY A BLOCK OF CONCRETE.
 GV3770
 GV3770                          STATION RECOVERY (1943)
 GV3770
 GV3770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 GV3770'THE STATION WAS RECOVERED.  IT WAS FOUND TO BE IN GOOD CONDITION.
 GV3770'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 GV3770
 GV3770                          STATION RECOVERY (1955)
 GV3770
 GV3770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 GV3770'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 GV3770'IS CORRECT AND ADEQUATE EXCEPT FOR THE FOLLOWING--
 GV3770'
 GV3770'STATION MARK IS 1 M. S OF MEAN HIGH WATER IN 6 IN. OF WATER,
 GV3770'AND 35 FT. SW OF A LONE LOCUST TREE ON THE END OF A GRASSY
 GV3770'POINT.  PIPE EXTENDS 9 IN. ABOVE BOTTOM.
 GV3770
 GV3770                          STATION RECOVERY (1995)
 GV3770
 GV3770'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3770'MARK RECOVERED IN POOR CONDITION.
 GV3770
 GV3770                          STATION RECOVERY (2002)
 GV3770
 GV3770'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 GV3770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6617 ***********************************************************************
 DG6617  DESIGNATION -  FLIPPO
 DG6617  PID         -  DG6617
 DG6617  STATE/COUNTY-  VA/SPOTSYLVANIA
 DG6617  USGS QUAD   -  GUINEA (1966)
 DG6617
 DG6617                         *CURRENT SURVEY CONTROL
 DG6617  ___________________________________________________________________
 DG6617* NAD 83(1993)-  38 10 26.84664(N)    077 27 57.54397(W)     ADJUSTED  
 DG6617* NAVD 88     -        70.6    (meters)     232.     (feet)  GPS OBS   
 DG6617  ___________________________________________________________________
 DG6617  X           -   1,089,552.867 (meters)                     COMP
 DG6617  Y           -  -4,900,884.288 (meters)                     COMP
 DG6617  Z           -   3,920,679.696 (meters)                     COMP
 DG6617  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DG6617  ELLIP HEIGHT-          38.18  (meters)          (07/29/04) GPS OBS
 DG6617  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DG6617
 DG6617  HORZ ORDER  -  FIRST
 DG6617  ELLP ORDER  -  FOURTH    CLASS II
 DG6617
 DG6617.The horizontal coordinates were established by GPS observations
 DG6617.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2004..
 DG6617
 DG6617.The orthometric height was determined by GPS observations and a
 DG6617.high-resolution geoid model.
 DG6617
 DG6617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6617
 DG6617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6617
 DG6617.The ellipsoidal height was determined by GPS observations
 DG6617.and is referenced to NAD 83.
 DG6617
 DG6617.The geoid height was determined by GEOID03.
 DG6617
 DG6617;                    North         East     Units Scale Factor Converg.
 DG6617;SPC VA N     - 2,056,836.878 3,590,601.074   MT  0.99997814   +0 38 43.3
 DG6617;SPC VA N     - 6,748,138.99 11,780,163.69   sFT  0.99997814   +0 38 43.3
 DG6617;UTM  18      - 4,228,008.744   283,990.183   MT  1.00017469   -1 31 28.9
 DG6617
 DG6617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6617!SPC VA N     -   0.99999401  x   0.99997814  =   0.99997215
 DG6617!UTM  18      -   0.99999401  x   1.00017469  =   1.00016870
 DG6617
 DG6617|---------------------------------------------------------------------|
 DG6617| PID    Reference Object                     Distance      Geod. Az  |
 DG6617|                                                           dddmmss.s |
 DG6617| DG6618 FLIPPO AZ                           300.468 METERS 16657     |
 DG6617|---------------------------------------------------------------------|
 DG6617
 DG6617                          SUPERSEDED SURVEY CONTROL
 DG6617
 DG6617.No superseded survey control is available for this station.
 DG6617
 DG6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8399028009(NAD 83)
 DG6617_MARKER: DD = SURVEY DISK
 DG6617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6617_STAMPING: FLIPPO 2003
 DG6617_MARK LOGO: VA-177
 DG6617_PROJECTION: RECESSED 5 CENTIMETERS
 DG6617_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG6617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6617+STABILITY: SURFACE MOTION
 DG6617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6617+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 DG6617
 DG6617  HISTORY     - Date     Condition        Report By
 DG6617  HISTORY     - 20031222 MONUMENTED       GEOMET
 DG6617
 DG6617                          STATION DESCRIPTION
 DG6617
 DG6617'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (KRO)
 DG6617'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DG6617'14.5 KM (9.0 MILES)  SOUTH OF THE CITY OF FREDERICKSBURG AND 11.3 KM
 DG6617'(7.0 MILES) SOUTHEAST OF THE  SPOTSYLVANIA COURTHOUSE.
 DG6617' 
 DG6617'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY  1 (JEFFERSON
 DG6617'DAVIS HIGHWAY)  AND STATE ROUTE 608 (MASSAPONAX CHURCH ROAD) GO
 DG6617'SOUTHWESTERLY ON STATE ROUTE  608 FOR 4.0 KM (2.5 MILES) TO ITS
 DG6617'INTERSECTION WITH STATE ROUTE 634 (FLIPPO DRIVE).  TURN  LEFT AND GO
 DG6617'SOUTHEASTERLY ON STATE ROUTE 634 FOR 2.7 KM (1.7 MILES) TO THE STATION
 DG6617'ON  THE LEFT.  STATION FLIPPO IS INTERVISIBLE WITH STATION FLIPPO AZ.
 DG6617'THE STATION IS 81.2 METERS (266.4 FEET) NORTH FROM A UTILITY POLE
 DG6617'NUMBERED 411-63-405-500,  15.5 METERS (50.7 FEET) SOUTH FROM A MAIL
 DG6617'BOX NUMBERED 7829, 6.6 METERS (21.6 FEET) SOUTH  FROM A TELEPHONE
 DG6617'PEDESTAL, 5.8 METERS (19.0 FEET) EAST FROM THE CENTERLINE OF FLIPPO
 DG6617'DRIVE 1.2 METERS (4.0 FEET) SOUTH FROM A WOODEN FENCE POST, AND 0.3
 DG6617'METER (1.0 FOOT) EAST  FROM A SPOTSYLVANIA COUNTY WITNESS POST.  THE
 DG6617'STATION IS STANDARD INCH SPOTSYLVANIA  COUNTY, VA ALUMINUM SURVEY DISK
 DG6617'SET INTO A POURED IN PLACE CONCRETE MONUMENT 10  INCHES IN DIAMETER,
 DG6617'RECESSED TWO INCHES BELOW THE GROUND SURFACE AND STAMPED FLIPPO  2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6618 ***********************************************************************
 DG6618  DESIGNATION -  FLIPPO AZ
 DG6618  PID         -  DG6618
 DG6618  STATE/COUNTY-  VA/SPOTSYLVANIA
 DG6618  USGS QUAD   -  GUINEA (1966)
 DG6618
 DG6618                         *CURRENT SURVEY CONTROL
 DG6618  ___________________________________________________________________
 DG6618* NAD 83(1993)-  38 10 17.35341(N)    077 27 54.75655(W)     ADJUSTED  
 DG6618* NAVD 88     -        72.4    (meters)     238.     (feet)  GPS OBS   
 DG6618  ___________________________________________________________________
 DG6618  X           -   1,089,658.652 (meters)                     COMP
 DG6618  Y           -  -4,901,047.476 (meters)                     COMP
 DG6618  Z           -   3,920,450.645 (meters)                     COMP
 DG6618  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DG6618  ELLIP HEIGHT-          39.90  (meters)          (07/29/04) GPS OBS
 DG6618  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DG6618
 DG6618  HORZ ORDER  -  FIRST
 DG6618  ELLP ORDER  -  FOURTH    CLASS II
 DG6618
 DG6618.The horizontal coordinates were established by GPS observations
 DG6618.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2004..
 DG6618
 DG6618.The orthometric height was determined by GPS observations and a
 DG6618.high-resolution geoid model.
 DG6618
 DG6618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6618
 DG6618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6618
 DG6618.The ellipsoidal height was determined by GPS observations
 DG6618.and is referenced to NAD 83.
 DG6618
 DG6618.The geoid height was determined by GEOID03.
 DG6618
 DG6618;                    North         East     Units Scale Factor Converg.
 DG6618;SPC VA N     - 2,056,544.960 3,590,672.213   MT  0.99997849   +0 38 45.0
 DG6618;SPC VA N     - 6,747,181.26 11,780,397.09   sFT  0.99997849   +0 38 45.0
 DG6618;UTM  18      - 4,227,714.284   284,050.230   MT  1.00017437   -1 31 26.9
 DG6618
 DG6618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6618!SPC VA N     -   0.99999374  x   0.99997849  =   0.99997223
 DG6618!UTM  18      -   0.99999374  x   1.00017437  =   1.00016811
 DG6618
 DG6618|---------------------------------------------------------------------|
 DG6618| PID    Reference Object                     Distance      Geod. Az  |
 DG6618|                                                           dddmmss.s |
 DG6618| DG6617 FLIPPO                              300.468 METERS 34657     |
 DG6618|---------------------------------------------------------------------|
 DG6618
 DG6618                          SUPERSEDED SURVEY CONTROL
 DG6618
 DG6618.No superseded survey control is available for this station.
 DG6618
 DG6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8405027714(NAD 83)
 DG6618_MARKER: DD = SURVEY DISK
 DG6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6618_STAMPING: FLIPPO AZ 2003
 DG6618_MARK LOGO: VA-177
 DG6618_PROJECTION: RECESSED 3 CENTIMETERS
 DG6618_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6618+STABILITY: SURFACE MOTION
 DG6618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6618+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 DG6618
 DG6618  HISTORY     - Date     Condition        Report By
 DG6618  HISTORY     - 20031222 MONUMENTED       GEOMET
 DG6618
 DG6618                          STATION DESCRIPTION
 DG6618
 DG6618'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2003 (KRO)
 DG6618'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DG6618'14.3 KM (8.9 FEET)  SOUTH OF THE CITY OF FREDERICKSBURG AND 11.3 KM
 DG6618'(7.0 MILES) SOUTHEAST OF THE  SPOTSYLVANIA COURTHOUSE.
 DG6618' 
 DG6618'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DG6618'DAVIS HIGHWAY)  AND STATE ROUTE 608 (MASSAPONAX CHURCH ROAD) GO
 DG6618'SOUTHWESTERLY ON STATE ROUTE  608 FOR 4.0 KM (2.5 MILES) TO ITS
 DG6618'INTERSECTION WITH STATE ROUTE 634 (FLIPPO DRIVE).  TURN  LEFT AND GO
 DG6618'SOUTHEASTERLY ON STATE ROUTE 634 FOR 3.2 KM (2.0 MILES) TO THE STATION
 DG6618'ON  THE LEFT. STATION FLIPPO AZ IS INTERVISIBLE WITH STATION FLIPPO.
 DG6618'THE STATION IS 27.6 METERS (90.7 FEET) SOUTH FROM THE INTERSECTION OF
 DG6618'PVC FENCES, 18.3  METERS (60.0 FEET) NORTHWEST FROM A ULITITY POLE
 DG6618'NUMBERED 021F56, 16.6 METERS (54.5 FEET)  NORTHWEST FROM A SMALL
 DG6618'TELEPHONE PEDISTAL, 16.5 METERS (54.0 FEET) NORTHWEST FROM A  MAIL BOX
 DG6618'NUMBERED 7805, 5.8 METERS (19.0 FEET) WEST FROM THE CENTERLINE OF
 DG6618'FLIPPO DRIVE,  0.8 METERS (2.7 FEET) EAST FROM A PVC FENCE, AND 0.3
 DG6618'METERS (1.0 FOOT) WEST FROM A  SPOTSYLVANIA COUNTY WITNESS POST.  THE
 DG6618'STATION IS A STANDARD SPOTSYLVANIA COUNTY, VA  ALUMINUM SURVEY DISK
 DG6618'SET INTO A POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN  DIAMETER,
 DG6618'RECESSED ONE INCH BELOW THE GROUND SURFACE AND STAMPED FLIPPO AZ 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2041 ***********************************************************************
 GW2041  DESIGNATION -  FLOOD MARK USGS
 GW2041  PID         -  GW2041
 GW2041  STATE/COUNTY-  VA/NELSON
 GW2041  USGS QUAD   -  HOWARDSVILLE (1987)
 GW2041
 GW2041                         *CURRENT SURVEY CONTROL
 GW2041  ___________________________________________________________________
 GW2041* NAD 83(1986)-  37 38 22.     (N)    078 43 28.     (W)     SCALED    
 GW2041* NAVD 88     -       107.755  (meters)     353.53   (feet)  ADJUSTED  
 GW2041  ___________________________________________________________________
 GW2041  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GW2041  DYNAMIC HT  -         107.680 (meters)     353.28  (feet)  COMP
 GW2041  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 GW2041
 GW2041  VERT ORDER  -  FIRST     CLASS II
 GW2041
 GW2041.The horizontal coordinates were scaled from a topographic map and have
 GW2041.an estimated accuracy of +/- 6 seconds.
 GW2041
 GW2041.The orthometric height was determined by differential leveling
 GW2041.and adjusted by the National Geodetic Survey in June 1991..
 GW2041
 GW2041.The geoid height was determined by GEOID03.
 GW2041
 GW2041.The dynamic height is computed by dividing the NAVD 88
 GW2041.geopotential number by the normal gravity value computed on the
 GW2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2041.degrees latitude (g = 980.6199 gals.).
 GW2041
 GW2041.The modeled gravity was interpolated from observed gravity values.
 GW2041
 GW2041;                    North         East    Units  Estimated Accuracy
 GW2041;SPC VA S     - 1,144,970.    3,480,190.      MT  (+/- 180 meters Scaled)
 GW2041
 GW2041                          SUPERSEDED SURVEY CONTROL
 GW2041
 GW2041.No superseded survey control is available for this station.
 GW2041
 GW2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB007682(NAD 83)
 GW2041_MARKER: DD = SURVEY DISK
 GW2041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GW2041_SP_SET: FOUNDATION WALL
 GW2041_STAMPING: FLOOD MARK MARCH 18 1936
 GW2041_MARK LOGO: USGS  
 GW2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2041+STABILITY: SURFACE MOTION
 GW2041
 GW2041  HISTORY     - Date     Condition        Report By
 GW2041  HISTORY     - 1936     MONUMENTED       USGS
 GW2041  HISTORY     - 1983     GOOD             NGS
 GW2041
 GW2041                          STATION DESCRIPTION
 GW2041
 GW2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GW2041'IN WINGINA.
 GW2041'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WINGINA, SET
 GW2041'VERTICALLY IN THE SOUTHEAST FACE OF THE POST OFFICE AT THE
 GW2041'INTERSECTION OF STATE HIGHWAYS 56 AND 647, 5.79 METERS (19.0 FT)
 GW2041'NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 647, 38.10 METERS
 GW2041'(125.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 56,
 GW2041'1.68 METERS (5.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GW2041'BUILDING.
 GW2041'THE MARK IS 0.85 M ABOVE HIGHWAY 647.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5321 ***********************************************************************
 GV5321  DESIGNATION -  FLOR RM 2
 GV5321  PID         -  GV5321
 GV5321  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5321  USGS QUAD   -  CHARLES CITY (1987)
 GV5321
 GV5321                         *CURRENT SURVEY CONTROL
 GV5321  ___________________________________________________________________
 GV5321* NAD 83(1993)-  37 16 37.78876(N)    077 05 05.92739(W)     ADJUSTED  
 GV5321* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5321  ___________________________________________________________________
 GV5321  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 GV5321  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 GV5321
 GV5321  HORZ ORDER  -  THIRD
 GV5321
 GV5321.The horizontal coordinates were established by classical geodetic methods
 GV5321.and adjusted by the National Geodetic Survey in September 1995..
 GV5321
 GV5321.The orthometric height was scaled from a topographic map.
 GV5321
 GV5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5321
 GV5321.The geoid height was determined by GEOID03.
 GV5321
 GV5321;                    North         East     Units Scale Factor Converg.
 GV5321;SPC VA S     - 1,105,681.534 3,625,483.272   MT  0.99994664   +0 51 31.7
 GV5321;SPC VA S     - 3,627,556.83 11,894,606.37   sFT  0.99994664   +0 51 31.7
 GV5321;UTM  18      - 4,127,657.313   315,151.249   MT  1.00002092   -1 15 47.4
 GV5321
 GV5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5321!SPC VA S     -   1.00000524  x   0.99994664  =   0.99995187
 GV5321!UTM  18      -   1.00000524  x   1.00002092  =   1.00002616
 GV5321
 GV5321:                Primary Azimuth Mark                     Grid Az
 GV5321:SPC VA S     -  JCS USE 1938                             046 22 20.7
 GV5321:UTM  18      -  JCS USE 1938                             048 29 39.8
 GV5321
 GV5321|---------------------------------------------------------------------|
 GV5321| PID    Reference Object                     Distance      Geod. Az  |
 GV5321|                                                           dddmmss.s |
 GV5321| GV5329 JCS USE 1938                        APPROX. 0.6 KM 0471352.4 |
 GV5321| GV5345 FORT POWHATAN LIGHT                 APPROX. 1.1 KM 1364628.3 |
 GV5321| DC5355 FLOR WM 1                             8.620 METERS 15309     |
 GV5321| DC5353 FLOR REF MARK 2 RM 1                 11.004 METERS 15656     |
 GV5321| DC5354 FLOR REF MARK 2 RM 2                 12.200 METERS 21605     |
 GV5321|---------------------------------------------------------------------|
 GV5321
 GV5321                          SUPERSEDED SURVEY CONTROL
 GV5321
 GV5321  NAD 83(1993)-  37 16 37.79031(N)    077 05 05.92833(W) AD(       ) 3
 GV5321  NAD 83(1986)-  37 16 37.79359(N)    077 05 05.94585(W) AD(       ) 3
 GV5321  NAD 27      -  37 16 37.26000(N)    077 05 07.05200(W) AD(       ) 3
 GV5321
 GV5321.Superseded values are not recommended for survey control.
 GV5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5321.See file dsdata.txt to determine how the superseded data were derived.
 GV5321
 GV5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1515127657(NAD 83)
 GV5321_MARKER: Z = SEE DESCRIPTION
 GV5321_SETTING: 0 = UNSPECIFIED SETTING
 GV5321
 GV5321  HISTORY     - Date     Condition        Report By
 GV5321  HISTORY     - 1910     MONUMENTED       CGS
 GV5321  HISTORY     - 1938     SEE DESCRIPTION  CGS
 GV5321  HISTORY     - 1938     GOOD             CGS
 GV5321  HISTORY     - 1942     GOOD             CGS
 GV5321  HISTORY     - 1948     GOOD             CGS
 GV5321  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5321  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5321
 GV5321                          STATION DESCRIPTION
 GV5321
 GV5321'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5321'STATION FLOR IS 1140 METERS ABOVE FORT POWHATAN ON A GRAVELLY
 GV5321'BEACH DIRECTLY BACK FROM WATER FROM TWO CYPRESS TREES 15 INCHES
 GV5321'(UPPER) AND 22 INCHES IN DIAMETER, 6 METERS BACK FROM HIGH-WATER
 GV5321'AND 6 METERS OUT FROM BANK ON THE UPPER ANGLE OF A LITTLE DRAW,
 GV5321'MAKING A VERY GOOD LOCATION MARK.  IT IS MARKED BY A 2-FOOT
 GV5321'BY 4-INCH DIAMETER VITRIFIED DRAIN TILE SET WITH THE FILL END
 GV5321'DOWN, WITH AN IRON PIPE 18-INCH BY 2-INCH DIAMETER FILLED WITH
 GV5321'AND SET IN CEMENT AND STANDING 1 INCH ABOVE THE GROUND.
 GV5321'
 GV5321'REFERENCE MARK NO. 1 IS THE HEAD OF A SPIKE DRIVEN IN CENTER
 GV5321'OF A LARGE TRIANGLE CUT IN A 1 FOOT OAK TREE, DISTANT 14.699
 GV5321'METERS ON A LINE 192 DEG TO RIGHT OF LINE TO STATION DEW.
 GV5321'REFERENCE MARK NO. 2 IS A STANDARD GRANITE POST 2 FEET LONG AND
 GV5321'5-INCHES BY 5-INCHES WITH HOLE, FOUND TUMBLED OUT OF PLACE, ON
 GV5321'OPPOSITE SIDE OF RIVER, DISTANT 7.788 METERS ON A LINE 221 DEG
 GV5321'TO RIGHT OF STATION DEW.  REFERENCE MARK NO. 3 IS MARK ON
 GV5321'POPLAR TREE THE SAME AS 1, DISTANT 4.642 METERS ON LINE 251
 GV5321'DEG TO RIGHT OF LINE TO STATION DEW.
 GV5321
 GV5321                          STATION RECOVERY (1938)
 GV5321
 GV5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5321'STATION IS LOST.  THE MARK WAS FOUND LEANING AT AN ANGLE OF
 GV5321'ABOUT 45 DEGREES AND BURIED IN THE SAND.  REFERENCE MARK NO. 2
 GV5321'WAS FOUND, APPARENTLY AS ESTABLISHED.  IT WAS USED AS A STATION
 GV5321'MARK AND A STATION DESCRIPTION FOR IT WAS WRITTEN.
 GV5321
 GV5321                          STATION RECOVERY (1938)
 GV5321
 GV5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5321'STATION IS ON THE SOUTHWEST SHORE OF THE JAMES RIVER, ABOUT
 GV5321'1100 METERS NORTHWEST OF FORT POWHATAN, AT THE FIRST HIGH
 GV5321'GROUND UPSTREAM (NORTHWEST) FROM THE MOUTH OF FLOR DE HUNDRED
 GV5321'CREEK.  THIS HIGH GROUND FROM OFF SHORE APPEARS AS TWO SMALL
 GV5321'HILLS.  THE HILLS OR KNOLLS ARE SEPARATED BY A SMALL NARROW
 GV5321'DRAW AT THE SHORELINE AND FURTHER INSHORE THEY FORM A CONTINUOUS
 GV5321'RIDGE.  THE STATION IS ON THE NORTHERLY SIDE OF THE DRAW AND
 GV5321'AT THE FOOT OF THE SLOPE OF THE NORTHERLY HILL, AT THE POINT
 GV5321'FORMED BY THE DRAW AND THE RIVER.  THE MARK IS ABOUT 3 FEET
 GV5321'ABOVE HIGH WATER LINE.  THE STATION IS THE CENTER OF A 5/8-INCH
 GV5321'DRILL HOLE IN THE TOP OF A GRANITE POST THAT IS 6 INCHES ON A
 GV5321'SIDE AND PROJECTS 5 INCHES.  THIS MARK WAS REFERENCE MARK NO. 2
 GV5321'FOR STATION FLOR, 1910.  IT IS 3 FEET ABOVE HIGH WATER.
 GV5321'THE STATION IS 6 METERS FROM HIGH WATER LINE AT NEAREST POINT
 GV5321'AND 14 METERS FROM A TREE AT THE HIGH WATER LINE ON LINE TO
 GV5321'J.C.Q.
 GV5321'
 GV5321'REFERENCE MARK NO. 1 IS AT THE FOOT OF THE HILL ON THE DOWNSTREAM
 GV5321'SIDE OF THE DRAW, REFERENCE MARK NO. 2 IS UP THE DRAW FROM THE
 GV5321'STATION, NOTE 11A.  THE WITNESS MARK WAS WITNESS MARK NO. 1
 GV5321'FOR THE OLD STATION, NOTE 15A, IT IS ON A 14-INCH OAK.
 GV5321
 GV5321                          STATION RECOVERY (1942)
 GV5321
 GV5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5321'1938 DESCRIPTION ADEQUATE.
 GV5321
 GV5321                          STATION RECOVERY (1948)
 GV5321
 GV5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (EBL)
 GV5321'STATION WAS RECOVERED AS DESCRIBED BY H.E.F. IN 1938 AND IN
 GV5321'GOOD CONDITION.  IT IS APPROXIMATELY 106 METERS N OF FLOWERDEW
 GV5321'HUNDRED NAVIGATION LIGHT.
 GV5321'
 GV5321'THE 1938 DESCRIPTION IS ADEQUATE.
 GV5321
 GV5321                          STATION RECOVERY (1998)
 GV5321
 GV5321'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5321'MARK NOT FOUND.
 GV5321
 GV5321                          STATION RECOVERY (2003)
 GV5321
 GV5321'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5241 ***********************************************************************
 HV5241  DESIGNATION -  FLORIS
 HV5241  PID         -  HV5241
 HV5241  STATE/COUNTY-  VA/FAIRFAX
 HV5241  USGS QUAD   -  HERNDON (1994)
 HV5241
 HV5241                         *CURRENT SURVEY CONTROL
 HV5241  ___________________________________________________________________
 HV5241* NAD 83(1993)-  38 54 36.73070(N)    077 22 50.27833(W)     ADJUSTED  
 HV5241* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 HV5241  ___________________________________________________________________
 HV5241  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 HV5241  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV5241
 HV5241  HORZ ORDER  -  FIRST
 HV5241
 HV5241.The horizontal coordinates were established by classical geodetic methods
 HV5241.and adjusted by the National Geodetic Survey in November 1994..
 HV5241
 HV5241.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5241
 HV5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5241
 HV5241.The geoid height was determined by GEOID03.
 HV5241
 HV5241;                    North         East     Units Scale Factor Converg.
 HV5241;SPC VA N     - 2,138,624.664 3,597,083.042   MT  0.99996140   +0 41 55.0
 HV5241;SPC VA N     - 7,016,471.09 11,801,429.95   sFT  0.99996140   +0 41 55.0
 HV5241;UTM  18      - 4,309,506.129   293,583.852   MT  1.00012469   -1 29 44.9
 HV5241
 HV5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5241!SPC VA N     -   0.99998333  x   0.99996140  =   0.99994473
 HV5241!UTM  18      -   0.99998333  x   1.00012469  =   1.00010802
 HV5241
 HV5241:                Primary Azimuth Mark                     Grid Az
 HV5241:SPC VA N     -  FLORIS AZ MK                             034 33 00.0
 HV5241:UTM  18      -  FLORIS AZ MK                             036 44 39.9
 HV5241
 HV5241|---------------------------------------------------------------------|
 HV5241| PID    Reference Object                     Distance      Geod. Az  |
 HV5241|                                                           dddmmss.s |
 HV5241| HV9058 FLORIS AZ MK                        474.506 METERS 0351455.0 |
 HV5241| HV5265 FLORIS 2                             14.264 METERS 06759     |
 HV5241| DC6282 FLORIS RM 1                          25.120 METERS 16055     |
 HV5241| DC6283 FLORIS RM 2                          37.244 METERS 24806     |
 HV5241| HV5270 DULLES APT RADAR DOME               APPROX. 7.4 KM 3083244.6 |
 HV5241| HV5267 HERNDON RAD STA WHRN CEN MAST       APPROX. 3.6 KM 3544447.1 |
 HV5241|---------------------------------------------------------------------|
 HV5241
 HV5241                          SUPERSEDED SURVEY CONTROL
 HV5241
 HV5241  NAD 83(1993)-  38 54 36.73019(N)    077 22 50.28236(W) AD(       ) 1
 HV5241  NAD 83(1986)-  38 54 36.72996(N)    077 22 50.29026(W) AD(       ) 1
 HV5241  NAD 27      -  38 54 36.32976(N)    077 22 51.33470(W) AD(       ) 1
 HV5241  NGVD 29 (07/19/86)  138.2    (m)          453.     (f) VERT ANG       
 HV5241
 HV5241.Superseded values are not recommended for survey control.
 HV5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5241.See file dsdata.txt to determine how the superseded data were derived.
 HV5241
 HV5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9358409506(NAD 83)
 HV5241_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HV5241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV5241_STAMPING: FLORIS 1958
 HV5241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5241+STABILITY: SURFACE MOTION
 HV5241
 HV5241  HISTORY     - Date     Condition        Report By
 HV5241  HISTORY     - 1958     MONUMENTED       CGS
 HV5241  HISTORY     - 1962     GOOD             CGS
 HV5241  HISTORY     - 1969     GOOD             CGS
 HV5241  HISTORY     - 1974     GOOD             VA-059
 HV5241  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HV5241
 HV5241                          STATION DESCRIPTION
 HV5241
 HV5241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5241'STATION IS APPROXIMATELY 3.25 MILES NORTHWEST OF PENDER,
 HV5241'3.0 MILES NORTHEAST OF CHANTILLY, AT THE EASTERN SIDE OF
 HV5241'FLORIS ROAD, JUST EAST OF A Y-INTERSECTION, IN A SMALL PLOT
 HV5241'OF LAND NORTH OF THE RESIDENCE OCCUPIED BY MR. ARTHUR GRIFFIN
 HV5241'AND ON PROPERTY OWNED BY MRS J.B. FRANKLIN.
 HV5241'
 HV5241'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 211, 29 AND 50
 HV5241'AT KAMP WASHINGTON, GO NORTHWEST ON U.S. HIGHWAY 50 FOR
 HV5241'2.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTHERLY ON
 HV5241'COUNTY ROUTE 608 FOR 2.2 MILES TO FORKS, KEEP LEFT AND CONTINUE
 HV5241'NORTHERLY ON COUNTY ROUTE 608 FOR 1.0 MILE TO ROAD ON THE
 HV5241'RIGHT (COUNTY ROUTE 602), TURN RIGHT AND GO EAST ON COUNTY
 HV5241'ROUTE 602 FOR 139 FEET TO THE STATION ON THE RIGHT.
 HV5241'
 HV5241'STATION MARKS ARE STANDARD DISKS STAMPED FLORIS 1958.  THE
 HV5241'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 12
 HV5241'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 139 FEET
 HV5241'NORTHEAST OF THE CENTER OF COUNTY ROUTE 608, 59.5 FEET
 HV5241'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 99 FEET
 HV5241'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE RESIDENCE OF
 HV5241'MR. ARTHUR GIFFIN AND 47 FEET SOUTH OF THE CENTER OF COUNTY
 HV5241'ROUTE 602.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HV5241'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5241'
 HV5241'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLORIS NO 1
 HV5241'1958, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HV5241'THE SURFACE OF THE GROUND.  IT IS 46.5 FEET WEST-SOUTHWEST
 HV5241'OF THE SOUTHWEST CORNER OF A GARAGE, 23 FEET NORTH-NORTHEAST
 HV5241'OF THE NORTHEAST CORNER OF FARM HOUSE, 8 FEET SOUTH-SOUTHEAST
 HV5241'OF THE CENTER OF DRIVEWAY AND AT THE NORTH EDGE OF A LINE OF
 HV5241'BUSHES.
 HV5241'
 HV5241'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLORIS NO 2
 HV5241'1958, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HV5241'SURFACE OF THE GROUND. IT IS 56 FEET NORTHWEST OF THE CENTER
 HV5241'OF DRIVEWAY, 53 FEET SOUTHEAST OF THE CENTER OF COUNTY ROUTE
 HV5241'602, 18 FEET NORTHEAST OF THE CENTER OF COUNTY ROUTE 608
 HV5241'AND 2.5 FEET NORTH OF A POWER LINE POLE.
 HV5241'
 HV5241'AZIMUTH MARK, A STANDARD DISK STAMPED FLORIS 1958, IS SET
 HV5241'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HV5241'OF THE GROUND.  IT IS APPROXIMATELY 175 FEET SOUTHWEST OF A
 HV5241'BRICK HOUSE, 17 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 HV5241'AND 1.5 FEET WEST OF A POWER LINE POLE.  A STANDARD WITNESS
 HV5241'POST WAS SET 1 FOOT WEST OF THE MARK.
 HV5241'
 HV5241'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 HV5241'ON COUNTY ROUTE 602 FOR 0.25 MILE TO A GRAVEL ROAD ON THE
 HV5241'RIGHT, TURN RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 0.1
 HV5241'MILE TO THE AZIMUTH MARK ON THE LEFT.
 HV5241'
 HV5241'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HV5241
 HV5241                          STATION RECOVERY (1962)
 HV5241
 HV5241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 HV5241'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY
 HV5241'WER 1958.  THE STATION IS IN GOOD CONDITION AND THE DESCRIPTION
 HV5241'ADEQUATE.  AZIMUTH MARK NOT SEARCHED FOR.
 HV5241
 HV5241                          STATION RECOVERY (1969)
 HV5241
 HV5241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5241'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HV5241
 HV5241                          STATION RECOVERY (1974)
 HV5241
 HV5241'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV5241'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HV5241'SEE FAIRFAX COUNTY TAX MAP 35-2.
 HV5241
 HV5241                          STATION RECOVERY (1975)
 HV5241
 HV5241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HV5241'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 HV5241'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 HV5241'1 HAD BEEN STRUCK BY HEAVY EQUIPMENT AND WAS FOUND TIPPED OVER.  IT
 HV5241'WAS REQUESTED THAT THE STATION AND REFERENCE MARKS BE RELOCTED DUE
 HV5241'TO HIGHWAY RELOCATION AND DEVELOPMENT IN THE AREA SO A NEW STATION,
 HV5241'FLORIS 2 AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  STATION
 HV5241'MARK WAS LEFT IN POSITION AND WILL BE COVERED BY NEW BLACKTOPPED
 HV5241'ROAD.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AT THIS TIME.  A
 HV5241'DIFFERENCE OF .02 FOOT SHORTER WAS FOUND IN THE DISTANCE TO
 HV5241'REFERENCE MARK NO. 2.  THE DIRECTION TO MARK WAS CHECKED AND FOUND
 HV5241'TO BE CORRECT.
 HV5241'
 HV5241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NE OF
 HV5241'CHANTILLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5265 ***********************************************************************
 HV5265  DESIGNATION -  FLORIS 2
 HV5265  PID         -  HV5265
 HV5265  STATE/COUNTY-  VA/FAIRFAX
 HV5265  USGS QUAD   -  HERNDON (1994)
 HV5265
 HV5265                         *CURRENT SURVEY CONTROL
 HV5265  ___________________________________________________________________
 HV5265* NAD 83(1993)-  38 54 36.90413(N)    077 22 49.72947(W)     ADJUSTED  
 HV5265* NAVD 88     -       138.052  (meters)     452.93   (feet)  ADJUSTED  
 HV5265  ___________________________________________________________________
 HV5265  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 HV5265  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV5265  DYNAMIC HT  -         137.977 (meters)     452.68  (feet)  COMP
 HV5265  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 HV5265
 HV5265  HORZ ORDER  -  SECOND
 HV5265  VERT ORDER  -  THIRD
 HV5265
 HV5265.The horizontal coordinates were established by classical geodetic methods
 HV5265.and adjusted by the National Geodetic Survey in November 1994..
 HV5265.No horizontal observational check was made to the station.
 HV5265
 HV5265.The orthometric height was determined by differential leveling
 HV5265.and adjusted by the National Geodetic Survey in September 2004..
 HV5265
 HV5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5265
 HV5265.The geoid height was determined by GEOID03.
 HV5265
 HV5265.The dynamic height is computed by dividing the NAVD 88
 HV5265.geopotential number by the normal gravity value computed on the
 HV5265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV5265.degrees latitude (g = 980.6199 gals.).
 HV5265
 HV5265.The modeled gravity was interpolated from observed gravity values.
 HV5265
 HV5265;                    North         East     Units Scale Factor Converg.
 HV5265;SPC VA N     - 2,138,630.173 3,597,096.199   MT  0.99996141   +0 41 55.4
 HV5265;SPC VA N     - 7,016,489.16 11,801,473.11   sFT  0.99996141   +0 41 55.4
 HV5265;UTM  18      - 4,309,511.131   293,597.213   MT  1.00012462   -1 29 44.6
 HV5265
 HV5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5265!SPC VA N     -   0.99998332  x   0.99996141  =   0.99994473
 HV5265!UTM  18      -   0.99998332  x   1.00012462  =   1.00010794
 HV5265
 HV5265:                Primary Azimuth Mark                     Grid Az
 HV5265:SPC VA N     -  FLORIS AZ MK                             033 35 40.6
 HV5265:UTM  18      -  FLORIS AZ MK                             035 47 20.6
 HV5265
 HV5265|---------------------------------------------------------------------|
 HV5265| PID    Reference Object                     Distance      Geod. Az  |
 HV5265|                                                           dddmmss.s |
 HV5265| HV9058 FLORIS AZ MK                        462.571 METERS 0341736.0 |
 HV5265| DC6284 FLORIS 2 RM 3                        32.428 METERS 18931     |
 HV5265| HV5241 FLORIS                               14.264 METERS 24759     |
 HV5265| DC6285 FLORIS 2 RM 4                        26.641 METERS 29716     |
 HV5265|---------------------------------------------------------------------|
 HV5265
 HV5265                          SUPERSEDED SURVEY CONTROL
 HV5265
 HV5265  NAD 83(1993)-  38 54 36.90362(N)    077 22 49.73351(W) AD(       ) 2
 HV5265  NAD 83(1986)-  38 54 36.90340(N)    077 22 49.74141(W) AD(       ) 2
 HV5265  NAD 27      -  38 54 36.50320(N)    077 22 50.78587(W) AD(       ) 2
 HV5265  NGVD 29 (01/12/90)  138.4    (m)          454.     (f) VERT ANG       
 HV5265
 HV5265.Superseded values are not recommended for survey control.
 HV5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5265.See file dsdata.txt to determine how the superseded data were derived.
 HV5265
 HV5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9359709511(NAD 83)
 HV5265_MARKER: DH = HORIZONTAL CONTROL DISK
 HV5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5265_SP_SET: CONCRETE POST
 HV5265_STAMPING: FLORIS 2 1975
 HV5265_MARK LOGO: NGS   
 HV5265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV5265+STABILITY: SURFACE MOTION
 HV5265
 HV5265  HISTORY     - Date     Condition        Report By
 HV5265  HISTORY     - 1975     MONUMENTED       NGS
 HV5265  HISTORY     - 1975     GOOD             NGS
 HV5265  HISTORY     - 19920122 GOOD             MSI
 HV5265
 HV5265                          STATION DESCRIPTION
 HV5265
 HV5265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HV5265'STATION IS LOCATED ABOUT 3-1/4 MILES NORTHWEST OF PENDER, 3 MILES
 HV5265'NORTHEAST OF CHANTILLY AND IN THE SOUTHEAST ANGLE OF THE JUNCTION
 HV5265'OF FLORIS AND WEST OX ROADS.  STATION IS 49 FEET SOUTH OF THE EDGE
 HV5265'OF OLD PAVEMENT, 45 FEET SOUTH OF THE CENTERLINE OF NEW ROAD, 27
 HV5265'FEET EAST OF 10 INCH OAK TREE AND 0.8 FOOT SOUTHEAST OF STEEL
 HV5265'WITNESS POST.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 HV5265'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 3
 HV5265'INCHES AND THE DISK IS STAMPED FLORIS 2 1975.
 HV5265'
 HV5265'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29, 50 AND 211
 HV5265'IN FAIRFAX GO NORTHWEST ON U.S. HIGHWAY 50 FOR 2.5 MILES TO
 HV5265'CROSSROADS.  TURN RIGHT AND GO NORTHERLY ON COUNTY ROAD 608 FOR 2.2
 HV5265'MILES TO FORKS.  KEEP LEFT FORK AND CONTINUE NORTHERLY FOR 1.0
 HV5265'MILE TO CROSSROADS.  TURN RIGHT AND GO ABOUT 150 FEET TO STATION
 HV5265'ON RIGHT AS DESCRIBED.
 HV5265'
 HV5265'REFERENCE MARK NO. 3 IS 74 FEET SOUTHEAST OF THE CENTERLINE OF ROAD
 HV5265'AND 7.5 FEET NORTHWEST OF 15 INCH MAPLE TREE.  MARK IS A STANDARD
 HV5265'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH
 HV5265'THE GROUND AND THE DISK IS STAMPED FLORIS 2 NO 3 1975.
 HV5265'
 HV5265'REFERENCE MARK NO. 4 IS 19 FEET NORTH OF THE CENTERLINE OF ROAD,
 HV5265'10 FEET EAST OF 36 INCH OAK TREE AND 9 FEET WEST OF 15 INCH PINE
 HV5265'TREE.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 HV5265'MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 3 INCHES AND
 HV5265'THE DISK IS STAMPED FLORIS 2 NO 4 1975.
 HV5265'
 HV5265'AZIMUTH MARK IS ABOUT 175 FEET SOUTHWEST OF A BRICK HOUSE, 17 FEET
 HV5265'NORTH OF THE CENTER OF GRAVEL DRIVEWAY, 1.5 FEET WEST OF UTILITY
 HV5265'POLE AND 1.0 FOOT EAST OF STEEL WITNESS POST.  MARK IS A STANDARD
 HV5265'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH
 HV5265'THE GROUND AND THE DISK IS STAMPED FLORIS 1958.
 HV5265'
 HV5265'TO REACH AZ MK FROM STATION GO NORTHEAST ON SECONDARY STATE ROAD 602
 HV5265'FOR 0.25 MILE TO GRAVEL ROAD ON RIGHT.  TURN RIGHT AND GO EASTERLY FOR
 HV5265'0.1 MILE TO MARK ON LEFT AS DESCRIBED.
 HV5265'
 HV5265'NEAREST TOWN--CHANTILLY.
 HV5265
 HV5265                          STATION RECOVERY (1975)
 HV5265
 HV5265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HV5265'RECOVERED IN GOOD CONDITION.
 HV5265
 HV5265                          STATION RECOVERY (1992)
 HV5265
 HV5265'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV5265'STATION IS LOCATED ABOUT 3.25 MILES (5.23 KM) NORTHWEST OF PENDER, 3
 HV5265'MILES (4.8 KM) NORTHEAST OF CHANTILLY AND IN THE SOUTHEAST ANGLE OF
 HV5265'THE JUNCTION OF FLORIS AND WEST OX ROADS.  STATION IS 49 FEET (14.9
 HV5265'M) SOUTH OF THE EDGE OF OLD PAVEMENT, 45 FEET (13.7 M) SOUTH OF THE
 HV5265'CENTERLINE OF NEW ROAD, 27 FEET (8.2 M) EAST OF 10 INCH OAK TREE AND
 HV5265'0.8 FOOT (24.4 CM) SOUTHEAST OF STEEL WITNESS POST, IN TOP OF A
 HV5265'CONCRETE MONUMENT 10 INCHES IN DIAMETER, PROJECTING 3 INCHES, INCHES
 HV5265'IN DIAMETER, PROJECTS ABOUT 3 INCHES.  TO REACH STATION FROM THE
 HV5265'JUNCTION OF U.S. HIGHWAYS 29, 50 AND 211 IN FAIRFAX GO NORTHWEST ON
 HV5265'U.S. HIGHWAY 50 FOR 2.5 MILES (4.0 KM) TO CROSSROADS.  TURN RIGHT
 HV5265'AND GO NORTHERLY ON COUNTY ROAD 608 FOR 2.2 MILES (3.5 KM) TO FORKS.
 HV5265'KEEP LEFT FORK AND CONTINUE NORTHERLY FOR 1.0 MILE (1.6 KM) TO
 HV5265'CROSSROADS.  TURN RIGHT AND GO ABOUT 150 FEET (45.7 M) TO STATION ON
 HV5265'RIGHT.  NEAREST TOWN--CHANTILLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9058 ***********************************************************************
 HV9058  DESIGNATION -  FLORIS AZ MK
 HV9058  PID         -  HV9058
 HV9058  STATE/COUNTY-  VA/FAIRFAX
 HV9058  USGS QUAD   -  HERNDON (1994)
 HV9058
 HV9058                         *CURRENT SURVEY CONTROL
 HV9058  ___________________________________________________________________
 HV9058* NAD 83(1993)-  38 54 49.29680(N)    077 22 38.91156(W)     ADJUSTED  
 HV9058* NAVD 88     -       139.221  (meters)     456.76   (feet)  ADJUSTED  
 HV9058  ___________________________________________________________________
 HV9058  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 HV9058  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 HV9058  DYNAMIC HT  -         139.146 (meters)     456.51  (feet)  COMP
 HV9058  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 HV9058
 HV9058  HORZ ORDER  -  SECOND
 HV9058  VERT ORDER  -  THIRD
 HV9058
 HV9058.The horizontal coordinates were established by classical geodetic methods
 HV9058.and adjusted by the National Geodetic Survey in November 1994..
 HV9058
 HV9058.The orthometric height was determined by differential leveling
 HV9058.and adjusted by the National Geodetic Survey in September 2004..
 HV9058.No vertical observational check was made to the station.
 HV9058
 HV9058.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9058
 HV9058.The geoid height was determined by GEOID03.
 HV9058
 HV9058.The dynamic height is computed by dividing the NAVD 88
 HV9058.geopotential number by the normal gravity value computed on the
 HV9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9058.degrees latitude (g = 980.6199 gals.).
 HV9058
 HV9058.The modeled gravity was interpolated from observed gravity values.
 HV9058
 HV9058;                    North         East     Units Scale Factor Converg.
 HV9058;SPC VA N     - 2,139,015.467 3,597,352.135   MT  0.99996171   +0 42 02.1
 HV9058;SPC VA N     - 7,017,753.24 11,802,312.80   sFT  0.99996171   +0 42 02.1
 HV9058;UTM  18      - 4,309,886.403   293,867.759   MT  1.00012324   -1 29 38.2
 HV9058
 HV9058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9058!SPC VA N     -   0.99998314  x   0.99996171  =   0.99994485
 HV9058!UTM  18      -   0.99998314  x   1.00012324  =   1.00010638
 HV9058
 HV9058:                Primary Azimuth Mark                     Grid Az
 HV9058:SPC VA N     -  FLORIS 2                                 213 35 40.7
 HV9058:UTM  18      -  FLORIS 2                                 215 47 21.0
 HV9058
 HV9058|---------------------------------------------------------------------|
 HV9058| PID    Reference Object                     Distance      Geod. Az  |
 HV9058|                                                           dddmmss.s |
 HV9058| HV5265 FLORIS 2                            462.571 METERS 2141742.8 |
 HV9058| HV5241 FLORIS                              474.506 METERS 2151502.2 |
 HV9058|---------------------------------------------------------------------|
 HV9058
 HV9058                          SUPERSEDED SURVEY CONTROL
 HV9058
 HV9058  NAD 83(1993)-  38 54 49.29615(N)    077 22 38.91567(W) AD(       ) 2
 HV9058  NAD 83(1986)-  38 54 49.29590(N)    077 22 38.92352(W) AD(       ) 2
 HV9058  NGVD 29 (01/12/90)  139.5    (m)          458.     (f) VERT ANG       
 HV9058
 HV9058.Superseded values are not recommended for survey control.
 HV9058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9058.See file dsdata.txt to determine how the superseded data were derived.
 HV9058
 HV9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9386809886(NAD 83)
 HV9058_MARKER: DZ = AZIMUTH MARK DISK
 HV9058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9058_SP_SET: SQUARE CONCRETE MONUMENT
 HV9058_STAMPING: FLORIS AZ MK 1958
 HV9058_MARK LOGO: CGS   
 HV9058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV9058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9058+STABILITY: SURFACE MOTION
 HV9058
 HV9058  HISTORY     - Date     Condition        Report By
 HV9058  HISTORY     - 1958     MONUMENTED       CGS
 HV9058  HISTORY     - 1975     GOOD             VA-059
 HV9058  HISTORY     - 19920129 GOOD             MSI
 HV9058
 HV9058                          STATION DESCRIPTION
 HV9058
 HV9058'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV9058'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY
 HV9058'TAX MAP 35-2, REVISED TO 1-1-76.
 HV9058
 HV9058                          STATION RECOVERY (1992)
 HV9058
 HV9058'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON COUNTY
 HV9058'ROUTE 602 FOR 0.25 MILE (0.40 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 HV9058'RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 0.1 MILE (0.2 KM) TO THE
 HV9058'AZIMUTH MARK ON THE LEFT.  AZIMUTH MARK, A STANDARD DISK STAMPED
 HV9058'FLORIS AZ MK 1958, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HV9058'WITH THE SURFACE OF THE GROUND.  IT IS APPROXIMATELY 175 FEET (53.3
 HV9058'M) SOUTHWEST OF A BRICK HOUSE, 17 FEET (5.2 M) NORTH OF THE CENTER OF
 HV9058'A GRAVEL ROAD, AND 1.5 FEET (0.5 M) WEST OF A POWER LINE POLE.
 HV9058'STANDARD WITNESS POST WAS SET 1 FOOT (0.3 M) WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9406 ***********************************************************************
 AA9406  DESIGNATION -  FLYTHE
 AA9406  PID         -  AA9406
 AA9406  STATE/COUNTY-  VA/PATRICK
 AA9406  USGS QUAD   -  MEADOWS OF DAN (1985)
 AA9406
 AA9406                         *CURRENT SURVEY CONTROL
 AA9406  ___________________________________________________________________
 AA9406* NAD 83(1993)-  36 40 20.64249(N)    080 23 27.96195(W)     ADJUSTED  
 AA9406* NAVD 88     -       825.4    (meters)    2708.     (feet)  GPS OBS   
 AA9406  ___________________________________________________________________
 AA9406  X           -     855,044.939 (meters)                     COMP
 AA9406  Y           -  -5,050,558.322 (meters)                     COMP
 AA9406  Z           -   3,788,769.975 (meters)                     COMP
 AA9406  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AA9406  ELLIP HEIGHT-         793.24  (meters)          (05/17/02) GPS OBS
 AA9406  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 AA9406
 AA9406  HORZ ORDER  -  FIRST
 AA9406  ELLP ORDER  -  FOURTH    CLASS II
 AA9406
 AA9406.The horizontal coordinates were established by GPS observations
 AA9406.and adjusted by the National Geodetic Survey in December 1995..
 AA9406
 AA9406.The orthometric height was determined by GPS observations and a
 AA9406.high-resolution geoid model.
 AA9406
 AA9406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9406
 AA9406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9406
 AA9406.The ellipsoidal height was determined by GPS observations
 AA9406.and is referenced to NAD 83.
 AA9406
 AA9406.The geoid height was determined by GEOID03.
 AA9406
 AA9406;                    North         East     Units Scale Factor Converg.
 AA9406;SPC VA S     - 1,039,321.178 3,330,958.771   MT  1.00001845   -1 08 51.9
 AA9406;SPC VA S     - 3,409,839.56 10,928,320.57   sFT  1.00001845   -1 08 51.9
 AA9406;UTM  17      - 4,058,704.391   554,409.315   MT  0.99963647   +0 21 49.2
 AA9406
 AA9406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9406!SPC VA S     -   0.99987553  x   1.00001845  =   0.99989397
 AA9406!UTM  17      -   0.99987553  x   0.99963647  =   0.99951204
 AA9406
 AA9406                          SUPERSEDED SURVEY CONTROL
 AA9406
 AA9406  ELLIP H (12/05/95)  793.34   (m)                       GP(       ) 4 2
 AA9406
 AA9406.Superseded values are not recommended for survey control.
 AA9406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9406.See file dsdata.txt to determine how the superseded data were derived.
 AA9406
 AA9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5440958704(NAD 83)
 AA9406_MARKER: DD = SURVEY DISK
 AA9406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9406_STAMPING: 1210 FLYTHE VA LS 1718 1995
 AA9406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA9406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9406+STABILITY: SURFACE MOTION
 AA9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9406+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9406
 AA9406  HISTORY     - Date     Condition        Report By
 AA9406  HISTORY     - 1995     MONUMENTED       GEOMET
 AA9406
 AA9406                          STATION DESCRIPTION
 AA9406
 AA9406'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 AA9406'THE STATION IS LOCATED IN PATRICK COUNTY, VIRGINIA ON PRIMLAND
 AA9406'PROPERTY ABOUT 3.5 MILES SOUTHWEST OF THE TOWN OF VESTA.  TO REACH THE
 AA9406'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 58 AND STATE ROUTE 610
 AA9406'PROCEED SOUTHWEST ALONG STATE ROUTE 610 A DISTANCE OF 4.0 MILES TO THE
 AA9406'PRIMLAND SECURITY GATE.  CONTINUE STRAIGHT AND PROCEED WEST ALONG
 AA9406'BUSTED ROCK ROAD A DISTANCE OF 0.4 MILE TO ITS INTERSECTION WITH
 AA9406'LAUREL HILL ROAD. TURN RIGHT AND PROCEED NORTHWEST ALONG LAUREL HILL
 AA9406'ROAD A DISTANCE OF 0.2 MILE TO ITS INTERSECTION WITH RESERVOIR
 AA9406'OVERLOOK ROAD. BEAR RIGHT AND PROCEED NORTHWEST ALONG RESERVOIR
 AA9406'OVERLOOK ROAD A DISTANCE OF 0.05 MILE TO A GRAVEL DRIVE (DESERTERS
 AA9406'LOOKOUT). BEAR LEFT AND PROCEED NORTHWEST ALONG GRAVEL DRIVE A
 AA9406'DISTANCE OF 0.1 MILE TO ITS END AT A WHITE HOUSE. FIND TRAIL HEAD AT
 AA9406'SATELLITE DISH NEAR NORTHWEST CORNER OF HOUSE. HIKE NORTHWEST ALONG
 AA9406'RIDGELINE, DOWNHILL, OLD HORSE TRAIL, AN APPROXIMATE DISTANCE OF 0.25
 AA9406'MILE AND THE STATION ON THE RIGHT LOCATED IN A SMALL SADDLE ON A
 AA9406'NARROW RIDGELINE IN A SMALL CLEARCUT.  OBTAIN PERMISSION TO CROSS
 AA9406'PRIMLAND FROM LARRY MATHENY, P.O. BOX 97, CLAUDVILLE, VIRGINIA 24076,
 AA9406'PHONE NUMBER (703)251-8018, EXTENSION 243.  THE STATION IS A STANDARD
 AA9406'3 1/4 INCH ALUMINUM SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AA9406'MONUMENT FLUSH WITH THE GROUND AND STAMPED 1210 FLYTHE VA LS 1718
 AA9406'1995.  REFERENCES (ALL DIRECTIONS ARE REFERENCED FROM 1995 MAGNETIC
 AA9406'NORTH)(1) 42.0 FEET AZIMUTH 167 DEGREES TO A NAIL IN THE SIDE OF AN 15
 AA9406'INCH OAK TREE MARKED WITH A REFERENCE WASHER IN THE FACE OF THE TREE,
 AA9406'(2) 17.7 FEET AZIMUTH 266 DEGREES TO A NUMBER 5 REBAR IN CONCRETE WITH
 AA9406'A YELLOW GEOMETRICS CAP SET 0.2 FOOT ABOVE GROUND, (3) 23.8 FEET
 AA9406'AZIMUTH 349 DEGREES TO A NUMBER 5 REBAR IN CONCRETE WITH A YELLOW
 AA9406'GEOMETRICS CAP 0.3 FOOT ABOVE GROUND, AND (4) 2.5 FEET WEST FROM A
 AA9406'WHITE CARSONITE WITNESS POST.  THE STATION IS INTERVISIBLE WITH
 AA9406'STATION 1200 BIG BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5322 ***********************************************************************
 GV5322  DESIGNATION -  FOB
 GV5322  PID         -  GV5322
 GV5322  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5322  USGS QUAD   -  CHARLES CITY (1987)
 GV5322
 GV5322                         *CURRENT SURVEY CONTROL
 GV5322  ___________________________________________________________________
 GV5322* NAD 83(1993)-  37 16 41.26491(N)    076 59 59.63423(W)     ADJUSTED  
 GV5322* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 GV5322  ___________________________________________________________________
 GV5322  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 GV5322  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GV5322
 GV5322  HORZ ORDER  -  THIRD
 GV5322
 GV5322.The horizontal coordinates were established by classical geodetic methods
 GV5322.and adjusted by the National Geodetic Survey in September 1995..
 GV5322
 GV5322.The orthometric height was scaled from a topographic map.
 GV5322
 GV5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5322
 GV5322.The geoid height was determined by GEOID03.
 GV5322
 GV5322;                    North         East     Units Scale Factor Converg.
 GV5322;SPC VA S     - 1,105,905.172 3,633,025.931   MT  0.99994661   +0 54 37.6
 GV5322;SPC VA S     - 3,628,290.55 11,919,352.58   sFT  0.99994661   +0 54 37.6
 GV5322;UTM  18      - 4,127,601.505   322,697.449   MT  0.99998725   -1 12 41.8
 GV5322
 GV5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5322!SPC VA S     -   1.00000529  x   0.99994661  =   0.99995190
 GV5322!UTM  18      -   1.00000529  x   0.99998725  =   0.99999254
 GV5322
 GV5322|---------------------------------------------------------------------|
 GV5322| PID    Reference Object                     Distance      Geod. Az  |
 GV5322|                                                           dddmmss.s |
 GV5322| DC5358 FOB WM 1                             20.080 METERS 01314     |
 GV5322| GV4713 BACHELOR POINT LIGHT                APPROX. 2.5 KM 0204110.8 |
 GV5322| DC5359 FOB WM 2                             14.578 METERS 06915     |
 GV5322| DC5356 FOB RM 1                             14.834 METERS 10414     |
 GV5322| DC5357 FOB RM 2                             48.460 METERS 34553     |
 GV5322|---------------------------------------------------------------------|
 GV5322
 GV5322                          SUPERSEDED SURVEY CONTROL
 GV5322
 GV5322  NAD 83(1993)-  37 16 41.26661(N)    076 59 59.63565(W) AD(       ) 3
 GV5322  NAD 83(1986)-  37 16 41.26879(N)    076 59 59.65390(W) AD(       ) 3
 GV5322  NAD 27      -  37 16 40.73500(N)    077 00 00.77500(W) AD(       ) 3
 GV5322
 GV5322.Superseded values are not recommended for survey control.
 GV5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5322.See file dsdata.txt to determine how the superseded data were derived.
 GV5322
 GV5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2269727602(NAD 83)
 GV5322_MARKER: DS = TRIANGULATION STATION DISK
 GV5322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5322
 GV5322  HISTORY     - Date     Condition        Report By
 GV5322  HISTORY     - 1938     MONUMENTED       CGS
 GV5322  HISTORY     - 1942     GOOD             CGS
 GV5322  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5322  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5322
 GV5322                          STATION DESCRIPTION
 GV5322
 GV5322'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5322'LOCATED ON THE WEST BANK OF THE JAMES RIVER ABOUT ONE HALF MILE
 GV5322'NORTHWEST OF BRANDON POST OFFICE IN AN OPEN FIELD 165 FEET
 GV5322'SOUTHEAST OF THE SOUTHERN EDGE OF KENNON MARSH.  STATION IS 15
 GV5322'METERS BACK FROM THE EDGE OF FIVE FOOT BLUFF.  THE EDGE OF THE
 GV5322'BLUFF HAS GROWTH OF TREES AND VINES.  THE HIGH WATER LINE OF
 GV5322'THE RIVER IS ABOUT 1-1/2 METERS FROM THE FOOT OF THE BLUFF.
 GV5322'
 GV5322'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GV5322'BRONZE DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.  WITNESS MARK
 GV5322'IS A TRIANGULAR BLAZE IN A TREE, NOTE 15A.
 GV5322'
 GV5322'REFERENCE MARK NO. 1 IS 2 METERS FROM THE EDGE OF THE BLUFF.
 GV5322'REFERENCE MARK NO. 2 IS ON SOLID GROUND AT THE EDGE OF THE
 GV5322'FIELD, JUST SOUTH OF THE EDGE OF KENNON MARSH.
 GV5322
 GV5322                          STATION RECOVERY (1942)
 GV5322
 GV5322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5322'1938 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--STATION
 GV5322'IS 45 METERS FROM S EDGE OF KENNON MARSH.
 GV5322
 GV5322                          STATION RECOVERY (1998)
 GV5322
 GV5322'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5322'MARK NOT FOUND.
 GV5322
 GV5322                          STATION RECOVERY (2003)
 GV5322
 GV5322'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8412 ***********************************************************************
 HV8412  DESIGNATION -  FOLLY
 HV8412  PID         -  HV8412
 HV8412  STATE/COUNTY-  VA/FAIRFAX
 HV8412  USGS QUAD   -  HERNDON (1994)
 HV8412
 HV8412                         *CURRENT SURVEY CONTROL
 HV8412  ___________________________________________________________________
 HV8412* NAD 83(1993)-  38 59 19.30952(N)    077 22 36.67205(W)     ADJUSTED  
 HV8412* NAVD 88     -       109.4    (meters)     359.     (feet)  VERTCON   
 HV8412  ___________________________________________________________________
 HV8412  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HV8412  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV8412
 HV8412  HORZ ORDER  -  SECOND
 HV8412
 HV8412.The horizontal coordinates were established by classical geodetic methods
 HV8412.and adjusted by the National Geodetic Survey in November 1994..
 HV8412
 HV8412.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8412
 HV8412.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8412
 HV8412.The geoid height was determined by GEOID03.
 HV8412
 HV8412;                    North         East     Units Scale Factor Converg.
 HV8412;SPC VA N     - 2,147,341.699 3,597,304.221   MT  0.99996932   +0 42 03.5
 HV8412;SPC VA N     - 7,045,070.22 11,802,155.60   sFT  0.99996932   +0 42 03.5
 HV8412;UTM  18      - 4,318,209.665   294,138.928   MT  1.00012186   -1 29 45.5
 HV8412
 HV8412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8412!SPC VA N     -   0.99998783  x   0.99996932  =   0.99995715
 HV8412!UTM  18      -   0.99998783  x   1.00012186  =   1.00010969
 HV8412
 HV8412                          SUPERSEDED SURVEY CONTROL
 HV8412
 HV8412  NAD 83(1993)-  38 59 19.30932(N)    077 22 36.67410(W) AD(       ) 2
 HV8412  NAD 83(1986)-  38 59 19.30916(N)    077 22 36.68364(W) AD(       ) 2
 HV8412  NGVD 29 (01/12/90)  109.6    (m)          360.     (f) VERT ANG       
 HV8412
 HV8412.Superseded values are not recommended for survey control.
 HV8412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8412.See file dsdata.txt to determine how the superseded data were derived.
 HV8412
 HV8412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9413918210(NAD 83)
 HV8412_MARKER: DD = SURVEY DISK
 HV8412_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8412_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8412
 HV8412  HISTORY     - Date     Condition        Report By
 HV8412  HISTORY     - 1969     MONUMENTED       VA-059
 HV8412  HISTORY     - 1974     GOOD             VA-059
 HV8412
 HV8412                          STATION DESCRIPTION
 HV8412
 HV8412'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8412'STATION IS 1.4 MILES NORTH NORTH EAST OF POST OFFICE IN HERNDON AND IS
 HV8412'OPPOSITE PROPERTY OF MARGARET M COOMBER
 HV8412'
 HV8412'FROM HERNDON PROCEED NORTH NORTH EAST ON DRANESVILLE ROAD, ROUTE 228,
 HV8412'1.4 MILES TO HERNDON HIGH SCHOOL FOOTBALL FIELD ON RIGHT AND STATION.
 HV8412'8.0 FEET EAST OF EAST EDGE OF ROUTE 228, 1.3 FEET WEST OF FENCE LINE,
 HV8412'39.7 FEET SOUTH OF VEPCO POLE HQ-6. SET IN A CONCRETE MASS.  STANDARD
 HV8412'FAIRFAX COUNTY DISK STAMPED---FOLLY 1969---.
 HV8412'
 HV8412'AZ MARK IS ABOUT 0.3 MILES SOUTH OF STATION ON ROUTE 228 AT CHESNUT
 HV8412'GROVE CEMETARY, 10.2 FEET WEST OF WEST EDGE OF ROUTE 228, 156 FEET
 HV8412'SOUTH OF CEMETARY ENTRANCE, 4 FEET EAST OF A CHAIN LINK FENCE, 22.3
 HV8412'FEET NORTH WEST OF C+P POLE 77. SET IN A CONCRETE MASS.  STANDARD
 HV8412'FAIRFAX COUNTY DISK STAMPED---FOLLY AZ 1969---.
 HV8412
 HV8412                          STATION RECOVERY (1974)
 HV8412
 HV8412'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8412'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER ORIGINAL
 HV8412'DESCRIPTION. THE AZ MK WAS DESTROYED DUE TO SIDEWALK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8415 ***********************************************************************
 HV8415  DESIGNATION -  FOLLY ECC
 HV8415  PID         -  HV8415
 HV8415  STATE/COUNTY-  VA/FAIRFAX
 HV8415  USGS QUAD   -  HERNDON (1994)
 HV8415
 HV8415                         *CURRENT SURVEY CONTROL
 HV8415  ___________________________________________________________________
 HV8415* NAD 83(1993)-  38 59 19.45190(N)    077 22 37.20106(W)     ADJUSTED  
 HV8415* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 HV8415  ___________________________________________________________________
 HV8415  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 HV8415  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HV8415
 HV8415  HORZ ORDER  -  SECOND
 HV8415
 HV8415.The horizontal coordinates were established by classical geodetic methods
 HV8415.and adjusted by the National Geodetic Survey in November 1994..
 HV8415
 HV8415.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8415
 HV8415.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8415
 HV8415.The geoid height was determined by GEOID03.
 HV8415
 HV8415;                    North         East     Units Scale Factor Converg.
 HV8415;SPC VA N     - 2,147,345.933 3,597,291.437   MT  0.99996933   +0 42 03.2
 HV8415;SPC VA N     - 7,045,084.12 11,802,113.66   sFT  0.99996933   +0 42 03.2
 HV8415;UTM  18      - 4,318,214.387   294,126.314   MT  1.00012192   -1 29 45.8
 HV8415
 HV8415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8415!SPC VA N     -   0.99998772  x   0.99996933  =   0.99995705
 HV8415!UTM  18      -   0.99998772  x   1.00012192  =   1.00010964
 HV8415
 HV8415                          SUPERSEDED SURVEY CONTROL
 HV8415
 HV8415  NAD 83(1993)-  38 59 19.45170(N)    077 22 37.20312(W) AD(       ) 2
 HV8415  NAD 83(1986)-  38 59 19.45154(N)    077 22 37.21265(W) AD(       ) 2
 HV8415  NGVD 29 (01/12/90)  110.3    (m)          362.     (f) VERT ANG       
 HV8415
 HV8415.Superseded values are not recommended for survey control.
 HV8415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8415.See file dsdata.txt to determine how the superseded data were derived.
 HV8415
 HV8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9412618214(NAD 83)
 HV8415_MARKER: Z = SEE DESCRIPTION
 HV8415_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8415_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8415
 HV8415  HISTORY     - Date     Condition        Report By
 HV8415  HISTORY     - 1969     MONUMENTED       VA-059
 HV8415  HISTORY     - 1977     GOOD             VA-059
 HV8415
 HV8415                          STATION DESCRIPTION
 HV8415
 HV8415'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8415'STATION IS 1.4 MILES NORTH NORTH EAST OF HERNDON AND IS ON THE
 HV8415'PROPERTY OF MARGARET M. COOMBER.
 HV8415'
 HV8415'FROM THE POST OFFICE IN HERNDON, PROCEED NORTH NORTH EAST FOR 1.4
 HV8415'MILES ON DRANESVILLE RD. (ROUTE 228) TO HERNDON HIGH SCHOOL FOOTBALL
 HV8415'FIELD ON THE RIGHT AND THE STATION ON THE LEFT, SET IN THE LAWN OF A
 HV8415'TENNANT HOUSE BELONGING TO MARGARET M. COOMBER.
 HV8415'
 HV8415'THE STATION MARK IS A COPPERWELD MONUMENT SET IN THE GROUND 44.23
 HV8415'FEET SOUTH WEST OF STATION FOLLY AND ON THE OPPOSITE SIDE OF ROUTE
 HV8415'228, 32.2 FEET SOUTH EAST OF THE SOUTH EAST CORNER OF TENNANT HOUSE,
 HV8415'15.0 FT. SOUTH OF A 20 INCH MAPLE TREE AND 33.0 FEET SOUTH WEST OF A
 HV8415'CONCRETE WALK LEADING TO THE HOUSE.  STAMPED---FOLLY ECC 1969---.
 HV8415
 HV8415                          STATION RECOVERY (1977)
 HV8415
 HV8415'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8415'STATION WAS RECOVERED IN GOOD CONDITION. STATION FOLLY IS NOT VISIBLE
 HV8415'FROM FOLLY ECC ON THE GROUND DUE TO SHRUBBERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4933 ***********************************************************************
 GV4933  DESIGNATION -  FONTLEROY
 GV4933  PID         -  GV4933
 GV4933  STATE/COUNTY-  VA/NEW KENT
 GV4933  USGS QUAD   -  NEW KENT (1978)
 GV4933
 GV4933                         *CURRENT SURVEY CONTROL
 GV4933  ___________________________________________________________________
 GV4933* NAD 83(1993)-  37 32 37.18111(N)    076 58 37.65474(W)     ADJUSTED  
 GV4933* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4933  ___________________________________________________________________
 GV4933  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 GV4933  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GV4933
 GV4933  HORZ ORDER  -  THIRD
 GV4933
 GV4933.The horizontal coordinates were established by classical geodetic methods
 GV4933.and adjusted by the National Geodetic Survey in November 1994..
 GV4933
 GV4933.The orthometric height was scaled from a topographic map.
 GV4933
 GV4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4933
 GV4933.The geoid height was determined by GEOID03.
 GV4933
 GV4933;                    North         East     Units Scale Factor Converg.
 GV4933;SPC VA S     - 1,135,402.291 3,634,569.784   MT  0.99995011   +0 55 27.4
 GV4933;SPC VA S     - 3,725,065.68 11,924,417.70   sFT  0.99995011   +0 55 27.4
 GV4933;UTM  18      - 4,157,022.087   325,334.456   MT  0.99997580   -1 12 18.4
 GV4933
 GV4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4933!SPC VA S     -   1.00000542  x   0.99995011  =   0.99995553
 GV4933!UTM  18      -   1.00000542  x   0.99997580  =   0.99998122
 GV4933
 GV4933|---------------------------------------------------------------------|
 GV4933| PID    Reference Object                     Distance      Geod. Az  |
 GV4933|                                                           dddmmss.s |
 GV4933| GV4998 WALNUT                              287.126 METERS 00523     |
 GV4933| GV4969 PETE                                436.592 METERS 0451837.8 |
 GV4933| GV4972 POINT                               283.236 METERS 11942     |
 GV4933| GV4919 CUMBER                              320.287 METERS 15135     |
 GV4933| DC9419 FONTLEROY RM FOR CEM BLK             13.207 METERS 32554     |
 GV4933|---------------------------------------------------------------------|
 GV4933
 GV4933                          SUPERSEDED SURVEY CONTROL
 GV4933
 GV4933  NAD 83(1986)-  37 32 37.18232(N)    076 58 37.67035(W) AD(       ) 3
 GV4933  NAD 27      -  37 32 36.66500(N)    076 58 38.77700(W) AD(       ) 3
 GV4933
 GV4933.Superseded values are not recommended for survey control.
 GV4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4933.See file dsdata.txt to determine how the superseded data were derived.
 GV4933
 GV4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2533457022(NAD 83)
 GV4933_MARKER: DS = TRIANGULATION STATION DISK
 GV4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV4933
 GV4933  HISTORY     - Date     Condition        Report By
 GV4933  HISTORY     - 1912     MONUMENTED       CGS
 GV4933  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4933  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4933  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 GV4933
 GV4933                          STATION DESCRIPTION
 GV4933
 GV4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4933'STATION IS ON THE RIGHT BANK OF THE PAMUNKEY RIVER, DESCENDING,
 GV4933'AT CUMBERLAND LANDING ON THE LAND OF MR. FONTLEROY, WHO OWNS
 GV4933'700 ACRES HERE, 5.41 METERS ABOVE CENTER OF WHARF WITH RAILROAD
 GV4933'TRACK, 3 METERS BACK FROM HIGH WATER, AND ABOUT 3 FEET ABOVE
 GV4933'MEAN TIDE.
 GV4933'
 GV4933'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES WITH
 GV4933'REGULATION BRASS DISK REINFORCED IN ITS TOP, WHICH STANDS ABOUT
 GV4933'EVEN WITH THE GROUND.
 GV4933'
 GV4933'REFERENCE MARK NO. 1 IS THE 5-INCH SYCAMORE TREE ON S SIDE OF THIS
 GV4933'PIER, DISTANT 8.940 METERS ON LINE 139 DEG 05 MIN 06 SEC TO
 GV4933'RIGHT OF LINE TO STATION WALNUT.
 GV4933'
 GV4933'REFERENCE MARK NO. 2 IS THE SE TANGENT TO THE SE CHIMNEY OF OLD
 GV4933'HOUSE, DISTANT ABOUT 60 METERS OVER A LUMBER PILE ON A LINE
 GV4933'243 DEG 20 MIN 14 SEC TO RIGHT OF LINE TO STATION WALNUT.
 GV4933'
 GV4933'REFERENCE MARK NO. 3 IS A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV4933'ON POINT OF HILL AND TOP OF BANK, BEARING BRASS PLATE REINFORCED
 GV4933'INTO ITS TOP SURFACE, STANDING AN INCH ABOVE SURFACE, DISTANT
 GV4933'(HORIZONTAL) 13.207 METERS ON A LONE 320 DEG 30 MIN 56 SEC
 GV4933'TO RIGHT OF LINE TO STATION WALNUT.
 GV4933
 GV4933                          STATION RECOVERY (2000)
 GV4933
 GV4933'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4933'MARK NOT FOUND.
 GV4933
 GV4933                          STATION RECOVERY (2001)
 GV4933
 GV4933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4933
 GV4933                          STATION RECOVERY (2005)
 GV4933
 GV4933'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1152 ***********************************************************************
 FW1152  DESIGNATION -  FOOL
 FW1152  PID         -  FW1152
 FW1152  STATE/COUNTY-  VA/ACCOMACK
 FW1152  USGS QUAD   -  METOMKIN INLET (1992)
 FW1152
 FW1152                         *CURRENT SURVEY CONTROL
 FW1152  ___________________________________________________________________
 FW1152* NAD 83(1993)-  37 43 37.72765(N)    075 33 31.21240(W)     ADJUSTED  
 FW1152* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 FW1152  ___________________________________________________________________
 FW1152  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FW1152  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 FW1152
 FW1152  HORZ ORDER  -  SECOND
 FW1152
 FW1152.The horizontal coordinates were established by classical geodetic methods
 FW1152.and adjusted by the National Geodetic Survey in November 1994..
 FW1152
 FW1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1152
 FW1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1152
 FW1152.The geoid height was determined by GEOID03.
 FW1152
 FW1152;                    North         East     Units Scale Factor Converg.
 FW1152;SPC VA S     - 1,158,719.935 3,759,247.486   MT  0.99996505   +1 47 06.6
 FW1152;SPC VA S     - 3,801,566.99 12,333,464.46   sFT  0.99996505   +1 47 06.6
 FW1152;UTM  18      - 4,175,688.938   450,768.882   MT  0.99962985   -0 20 30.7
 FW1152
 FW1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1152!SPC VA S     -   1.00000564  x   0.99996505  =   0.99997069
 FW1152!UTM  18      -   1.00000564  x   0.99962985  =   0.99963548
 FW1152
 FW1152|---------------------------------------------------------------------|
 FW1152| PID    Reference Object                     Distance      Geod. Az  |
 FW1152|                                                           dddmmss.s |
 FW1152| DC7310 FOOL RM 2                            18.810 METERS 03617     |
 FW1152| DC7309 FOOL RM 1                            17.966 METERS 15839     |
 FW1152| FW1167 METOMKIN INLET CG LOOKOUT TWR       APPROX. 6.8 KM 2072846.5 |
 FW1152| FW1164 TERN                                APPROX. 4.3 KM 2141829.5 |
 FW1152| FW1222 WALLOPS ISLAND CAMERA STA 10        APPROX. 8.2 KM 2284747.2 |
 FW1152|---------------------------------------------------------------------|
 FW1152
 FW1152                          SUPERSEDED SURVEY CONTROL
 FW1152
 FW1152  NAD 83(1993)-  37 43 37.72512(N)    075 33 31.22715(W) AD(       ) 2
 FW1152  NAD 83(1986)-  37 43 37.72569(N)    075 33 31.24943(W) AD(       ) 2
 FW1152  NAD 27      -  37 43 37.26136(N)    075 33 32.50133(W) AD(       ) 2
 FW1152  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 FW1152
 FW1152.Superseded values are not recommended for survey control.
 FW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1152.See file dsdata.txt to determine how the superseded data were derived.
 FW1152
 FW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG5076975689(NAD 83)
 FW1152_MARKER: DS = TRIANGULATION STATION DISK
 FW1152_SETTING: 0 = UNSPECIFIED SETTING
 FW1152
 FW1152  HISTORY     - Date     Condition        Report By
 FW1152  HISTORY     - 1962     MONUMENTED       CGS
 FW1152
 FW1152                          STATION DESCRIPTION
 FW1152
 FW1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 FW1152'THE STATION IS LOCATED ON A NARROW SANDY BEACH ABOUT 0.15 MILE
 FW1152'NORTH OF A NEW INLET, WHICH HAS JUST CUT ITS WAY INTO METOMKIN
 FW1152'BAY, APPROXIMATELY 1 MILE SOUTHEAST OF A POINT WHERE WIRE
 FW1152'PASSAGE ENTERS METOMKIN BAY AND ABOUT 100 YARDS EAST OF A
 FW1152'BLACK CHANNEL MARKER NO. 3.
 FW1152'
 FW1152'THE STATION IS A STANDARD DISK STAMPED FOOL 1962, SET ON THE
 FW1152'TOP OF A 5/8 INCH COPPER ROD, THAT IS FLUSH WITH THE GROUND.
 FW1152'IT IS 1.5 FEET SOUTH OF A STANDARD METAL WITNESS POST.
 FW1152'
 FW1152'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FOOL NO. 1 1962,
 FW1152'SET ON THE TOP OF A 5/8 INCH COPPER ROD, PROJECTING 2 INCHES
 FW1152'FROM THE GROUND.  IT IS 58.0 FEET NORTH OF A STANDARD
 FW1152'METAL WITNESS POST.  100 FEET WEST OF HIGH TIDE LINE.
 FW1152'
 FW1152'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FOOL NO. 2 1962,
 FW1152'SET ON THE TOP OF A 5/8 INCH COPPER ROD, THAT IS FLUSH WITH THE
 FW1152'GROUND.  IT IS 61.9 FEET NORTH OF A STANDARD METAL WITNESS
 FW1152'POST.
 FW1152'
 FW1152'THE STATION IS BEST REACHED BY BOAT FROM METOMKIN INLET, COAST
 FW1152'GUARD STATION 152 DOCK AT DAUGHERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2353 ***********************************************************************
 GV2353  DESIGNATION -  FORD
 GV2353  PID         -  GV2353
 GV2353  STATE/COUNTY-  VA/DINWIDDIE
 GV2353  USGS QUAD   -  DE WITT (1974)
 GV2353
 GV2353                         *CURRENT SURVEY CONTROL
 GV2353  ___________________________________________________________________
 GV2353* NAD 83(1993)-  37 05 52.45332(N)    077 42 42.46948(W)     ADJUSTED  
 GV2353* NAVD 88     -        88.824  (meters)     291.42   (feet)  POSTED    
 GV2353  ___________________________________________________________________
 GV2353  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 GV2353  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2353  DYNAMIC HT  -          88.760 (meters)     291.21  (feet)  COMP
 GV2353  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 GV2353
 GV2353  HORZ ORDER  -  SECOND
 GV2353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GV2353
 GV2353.The horizontal coordinates were established by classical geodetic methods
 GV2353.and adjusted by the National Geodetic Survey in September 1995..
 GV2353
 GV2353.The orthometric height was determined by differential leveling
 GV2353.and adjusted by the National Geodetic Survey in 1992..
 GV2353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GV2353.rate of 0.0 thru 1.0 mm/km.
 GV2353
 GV2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV2353
 GV2353.The geoid height was determined by GEOID03.
 GV2353
 GV2353.The dynamic height is computed by dividing the NAVD 88
 GV2353.geopotential number by the normal gravity value computed on the
 GV2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2353.degrees latitude (g = 980.6199 gals.).
 GV2353
 GV2353.The modeled gravity was interpolated from observed gravity values.
 GV2353
 GV2353;                    North         East     Units Scale Factor Converg.
 GV2353;SPC VA S     - 1,085,140.092 3,570,065.336   MT  0.99995641   +0 28 42.2
 GV2353;SPC VA S     - 3,560,163.79 11,712,789.36   sFT  0.99995641   +0 28 42.2
 GV2353;UTM  18      - 4,109,174.782   258,999.943   MT  1.00031555   -1 38 11.3
 GV2353
 GV2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV2353!SPC VA S     -   0.99999121  x   0.99995641  =   0.99994762
 GV2353!UTM  18      -   0.99999121  x   1.00031555  =   1.00030676
 GV2353
 GV2353|---------------------------------------------------------------------|
 GV2353| PID    Reference Object                     Distance      Geod. Az  |
 GV2353|                                                           dddmmss.s |
 GV2353| GV2354 FORD RM 1                            33.559 METERS 03917     |
 GV2353| GV2355 FORD AZ MK                                         0504130.1 |
 GV2353| GV5655 DEWITT LOOKOUT TOWER                APPROX. 8.9 KM 1340448.3 |
 GV2353| DC5360 FORD RM 2                            29.360 METERS 14123     |
 GV2353| GV5654 AIRWAY BCN 3 WHITE LIGHT            APPROX. 8.6 KM 1414152.0 |
 GV2353|---------------------------------------------------------------------|
 GV2353
 GV2353                          SUPERSEDED SURVEY CONTROL
 GV2353
 GV2353  NAD 83(1986)-  37 05 52.46072(N)    077 42 42.48607(W) AD(       ) 2
 GV2353  NAD 27      -  37 05 51.92300(N)    077 42 43.50400(W) AD(       ) 2
 GV2353  NGVD 29 (??/??/??)   89.136  (m)          292.44   (f) ADJUSTED    2 0
 GV2353
 GV2353.Superseded values are not recommended for survey control.
 GV2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2353.See file dsdata.txt to determine how the superseded data were derived.
 GV2353
 GV2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG5900009175(NAD 83)
 GV2353_MARKER: DS = TRIANGULATION STATION DISK
 GV2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2353_STAMPING: FORD 1942
 GV2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2353+STABILITY: SURFACE MOTION
 GV2353
 GV2353  HISTORY     - Date     Condition        Report By
 GV2353  HISTORY     - 1942     MONUMENTED       CGS
 GV2353  HISTORY     - 1961     GOOD             CGS
 GV2353  HISTORY     - 1961     GOOD             CGS
 GV2353  HISTORY     - 1988     GOOD             USPSQD
 GV2353  HISTORY     - 19951116 GOOD             USPSQD
 GV2353  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2353  HISTORY     - 20040728 POOR             VALLRG
 GV2353  HISTORY     - 20051022 POOR             USPSQD
 GV2353
 GV2353                          STATION DESCRIPTION
 GV2353
 GV2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 GV2353'STATION IS ABOUT 4 MILES S BY E FROM FORD POST OFFICE AND DEPOT,
 GV2353'7 MILES W OF DINWIDDIE, ON THE TOP OF A SMALL HILL IN A ROAD FORK,
 GV2353'ON THE COLEMAN ESTATE.  IT IS ABOUT 30 FEET SOUTHERLY OF THE
 GV2353'CENTER LINE OF COUNTY ROAD 613, ABOUT 42 FEET EASTERLY OF THE
 GV2353'CENTER LINE OF COUNTY ROAD 646, AND 94 FEET SOUTHEASTERLY OF THE
 GV2353'INTERSECTION OF THE TWO ROADS.  THE DISK IS STAMPED FORD 1942.
 GV2353'
 GV2353'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GV2353'DISKS SET IN CONCRETE.
 GV2353'
 GV2353'REFERENCE MARK NO. 1 IS ACROSS COUNTY ROAD 613 FROM THE STATION, 6
 GV2353'PACES NORTHERLY OF THE CENTER LINE OF THE ROAD, 1 FOOT WESTERLY OF
 GV2353'N-S FENCE LINE, AND 4.5 FEET N OF FENCE CORNER.  THE DISK IS
 GV2353'STAMPED FORD NO. 1 1942, AND PROTRUDES 4 INCHES.
 GV2353'
 GV2353'REFERENCE MARK NO. 2 IS 13 FEET EASTERLY OF THE CENTER LINE OF
 GV2353'COUNTY ROAD 646, ABOUT 2.5 FEET EASTERLY OF N-S FENCE LINE, AND
 GV2353'ABOUT 45 FEET SOUTHERLY FROM THE CENTER LINE OF COUNTY ROAD 613.
 GV2353'THE DISK IS STAMPED FORD NO. 2 1942 AND PROTRUDES 3 INCHES.
 GV2353'
 GV2353'AZIMUTH MARK IS 16.5 FEET SOUTHERLY FROM THE CENTER LINE OF
 GV2353'COUNTY ROAD 613, 10 FEET NW OF TELEPHONE POLE NO. 5, AND 7 FEET
 GV2353'EASTERLY OF W FORK OF DRIVE TO HOUSE.  THE DISK IS STAMPED FORD
 GV2353'1942 AND PROJECTS 4 INCHES.
 GV2353'
 GV2353'STATION IS REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS 1 AND 460,
 GV2353'WHICH IS W OF PETERSBURG, BY GOING SW ON U.S. HIGHWAY 1 FOR 6.0
 GV2353'MILES TO JUNCTION WITH COUNTY ROAD 613, TURN RIGHT AND GO W ON
 GV2353'PAVED COUNTY ROAD 613 FOR 12.2 MILES TO AZIMUTH MARK ON LEFT OR
 GV2353'12.35 MILES TO STATION AT THE JUNCTION OF COUNTY ROADS 613 AND
 GV2353'646.
 GV2353'
 GV2353'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GV2353
 GV2353                          STATION RECOVERY (1961)
 GV2353
 GV2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 GV2353'STATION AND ALL MARKS WERE RECOVERED IN VERY GOOD CONDITION.  THE
 GV2353'DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY, EXCEPT THE
 GV2353'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 613 IS NOW STATE
 GV2353'HIGHWAY 622.
 GV2353'
 GV2353'THE STATION IS 2 FEET NORTH OF A CGS WITNESS SIGN.
 GV2353
 GV2353                          STATION RECOVERY (1961)
 GV2353
 GV2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GV2353'4.5 MI S FROM FORD.
 GV2353'3-3/4 MILES SOUTH ALONG STATE SECONDARY ROAD 622 FROM THE NORFOLK
 GV2353'AND WESTERN RAILWAY STATION AT FORD, DINWIDDIE COUNTY, THENCE 3/4
 GV2353'MILE EAST ALONG STATE SECONDARY ROAD 613, AT THE JUNCTION OF STATE
 GV2353'SECONDARY ROAD 646, 84 FEET EAST OF THE CENTER OF THE JUNCTION,
 GV2353'39 FEET SOUTHEAST OF THE CENTERLINE OF ROAD 613, AND 49 FEET
 GV2353'NORTHEAST OF ROAD 646.  A STANDARD TRIANGULATION-STATION DISK,
 GV2353'STAMPED FORD 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2353
 GV2353                          STATION RECOVERY (1988)
 GV2353
 GV2353'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV2353'RECOVERED IN GOOD CONDITION.
 GV2353
 GV2353                          STATION RECOVERY (1995)
 GV2353
 GV2353'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2353'RECOVERED IN GOOD CONDITION.
 GV2353
 GV2353                          STATION RECOVERY (2000)
 GV2353
 GV2353'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2353'MARK NOT FOUND.
 GV2353
 GV2353                          STATION RECOVERY (2004)
 GV2353
 GV2353'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2353'RECOVERED AS DESCRIBED, MISSING MEDALLION
 GV2353
 GV2353                          STATION RECOVERY (2005)
 GV2353
 GV2353'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2353'MONUMENT WAS FOUND AS DESCRIBED BUT DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1138 ***********************************************************************
 FZ1138  CBN         -  This is a Cooperative Base Network Control Station.
 FZ1138  DESIGNATION -  FORD
 FZ1138  PID         -  FZ1138
 FZ1138  STATE/COUNTY-  VA/SMYTH
 FZ1138  USGS QUAD   -  MARION (1978)
 FZ1138
 FZ1138                         *CURRENT SURVEY CONTROL
 FZ1138  ___________________________________________________________________
 FZ1138* NAD 83(1993)-  36 48 39.16845(N)    081 35 50.84541(W)     ADJUSTED  
 FZ1138* NAVD 88     -       683.669  (meters)    2243.00   (feet)  ADJUSTED  
 FZ1138  ___________________________________________________________________
 FZ1138  X           -     747,164.377 (meters)                     COMP
 FZ1138  Y           -  -5,058,233.798 (meters)                     COMP
 FZ1138  Z           -   3,801,001.912 (meters)                     COMP
 FZ1138  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FZ1138  ELLIP HEIGHT-         652.77  (meters)          (07/14/04) GPS OBS
 FZ1138  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ1138  DYNAMIC HT  -         683.037 (meters)    2240.93  (feet)  COMP
 FZ1138  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 FZ1138
 FZ1138  HORZ ORDER  -  B
 FZ1138  VERT ORDER  -  FIRST     CLASS II
 FZ1138  ELLP ORDER  -  THIRD     CLASS II
 FZ1138
 FZ1138.The horizontal coordinates were established by GPS observations
 FZ1138.and adjusted by the National Geodetic Survey in June 1994..
 FZ1138
 FZ1138.The orthometric height was determined by differential leveling
 FZ1138.and adjusted by the National Geodetic Survey in June 1991..
 FZ1138
 FZ1138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1138
 FZ1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1138
 FZ1138.The ellipsoidal height was determined by GPS observations
 FZ1138.and is referenced to NAD 83.
 FZ1138
 FZ1138.The geoid height was determined by GEOID03.
 FZ1138
 FZ1138.The dynamic height is computed by dividing the NAVD 88
 FZ1138.geopotential number by the normal gravity value computed on the
 FZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1138.degrees latitude (g = 980.6199 gals.).
 FZ1138
 FZ1138.The modeled gravity was interpolated from observed gravity values.
 FZ1138
 FZ1138;                    North         East     Units Scale Factor Converg.
 FZ1138;SPC VA S     - 1,057,529.395 3,223,660.563   MT  0.99999227   -1 52 47.7
 FZ1138;SPC VA S     - 3,469,577.69 10,576,293.03   sFT  0.99999227   -1 52 47.7
 FZ1138;UTM  17      - 4,074,059.506   446,708.979   MT  0.99963499   -0 21 28.8
 FZ1138
 FZ1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1138!SPC VA S     -   0.99989757  x   0.99999227  =   0.99988984
 FZ1138!UTM  17      -   0.99989757  x   0.99963499  =   0.99953260
 FZ1138
 FZ1138|---------------------------------------------------------------------|
 FZ1138| PID    Reference Object                     Distance      Geod. Az  |
 FZ1138|                                                           dddmmss.s |
 FZ1138| DC3405 FORD RM 1                            37.551 METERS 05606     |
 FZ1138| FZ1137 FORD RM 3                            35.057 METERS 10438     |
 FZ1138| DC3403 FORD AZ MK RESET                                   2795948.5 |
 FZ1138| FZ1140 FORD AZ MK                                         2830206.1 |
 FZ1138| FZ1139 FORD RM 4                            18.860 METERS 28402     |
 FZ1138| DC3404 FORD AZ MK 3                                       2864842.6 |
 FZ1138| DC3406 FORD RM 2                            54.325 METERS 30802     |
 FZ1138|---------------------------------------------------------------------|
 FZ1138
 FZ1138                          SUPERSEDED SURVEY CONTROL
 FZ1138
 FZ1138  ELLIP H (08/14/01)  652.81   (m)                       GP(       ) 4 1
 FZ1138  ELLIP H (06/29/94)  652.76   (m)                       GP(       ) 4 1
 FZ1138  NAD 83(1993)-  36 48 39.16946(N)    081 35 50.84671(W) AD(       ) B
 FZ1138  ELLIP H (04/04/94)  652.74   (m)                       GP(       ) 4 1
 FZ1138  NAD 83(1986)-  36 48 39.18250(N)    081 35 50.85144(W) AD(       ) 1
 FZ1138  NAD 27      -  36 48 38.76816(N)    081 35 51.42328(W) AD(       ) 3
 FZ1138  NAVD 88 (04/04/94)  683.67   (m)         2243.0    (f) LEVELING    3  
 FZ1138  NGVD 29 (??/??/92)  683.753  (m)         2243.28   (f) ADJ UNCH    1 2
 FZ1138
 FZ1138.Superseded values are not recommended for survey control.
 FZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1138.See file dsdata.txt to determine how the superseded data were derived.
 FZ1138
 FZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4670974060(NAD 83)
 FZ1138_MARKER: DS = TRIANGULATION STATION DISK
 FZ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1138_SP_SET: CONCRETE POST
 FZ1138_STAMPING: FORD 1934
 FZ1138_MARK LOGO: CGS   
 FZ1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1138+STABILITY: SURFACE MOTION
 FZ1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1138+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 FZ1138
 FZ1138  HISTORY     - Date     Condition        Report By
 FZ1138  HISTORY     - 1934     MONUMENTED       CGS
 FZ1138  HISTORY     - 1953     GOOD             CGS
 FZ1138  HISTORY     - 1958     GOOD             CGS
 FZ1138  HISTORY     - 1959     GOOD             NGS
 FZ1138  HISTORY     - 1984     GOOD             NGS
 FZ1138  HISTORY     - 1985     GOOD             USPSQD
 FZ1138  HISTORY     - 1987     GOOD             NGS
 FZ1138  HISTORY     - 19880510 GOOD
 FZ1138  HISTORY     - 19930628 GOOD             NGS
 FZ1138  HISTORY     - 19950823 GOOD             NGS
 FZ1138  HISTORY     - 19981124 GOOD             NGS
 FZ1138  HISTORY     - 20000216 GOOD             VADOT
 FZ1138
 FZ1138                          STATION DESCRIPTION
 FZ1138
 FZ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 FZ1138'STATION IS LOCATED ALONG U.S. HIGHWAY 11, 4.6 MILES W OF
 FZ1138'MARION, VA., 1-3/4 MILES NNE OF ADWOLF AND 4-3/4 MILES NNE
 FZ1138'OF CHILHOWIE.  THE MARK IS LOCATED IN A PASTURE, ON TOP OF
 FZ1138'THE EMBANKMENT WHERE THE HIGHWAY RUNS THROUGH A 12-FOOT CUT,
 FZ1138'ABOUT 40 FEET S OF THE CENTER LINE OF HIGHWAY.  IT IS 8.7
 FZ1138'FEET S OF EDGE OF CUT, 4.8 FEET S OF FENCE LINE, 18.1 FEET
 FZ1138'SW OF THE TELEPHONE POLE WHICH IS ON THE HIGHEST PART OF
 FZ1138'THE EMBANKMENT, AND 112.3 FEET ENE OF THE NEXT POLE ON THE
 FZ1138'W SLOPE OF THE EMBANKMENT.
 FZ1138'
 FZ1138'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FZ1138'BRONZE DISKS SET IN CONCRETE.
 FZ1138'
 FZ1138'REFERENCE MARK NO. 1 IS ABOUT 40 FEET N OF THE CENTER LINE
 FZ1138'OF THE HIGHWAY, ON THE EMBANKMENT ABOUT 10 FEET ABOVE THE
 FZ1138'ROAD, BETWEEN THE FENCE LINE AND THE ROAD, 4 INCHES S OF FENCE
 FZ1138'LINE, 3 FEET N OF EDGE OF CUT AND 5.5 FEET W OF T-FENCE
 FZ1138'CORNER.
 FZ1138'
 FZ1138'REFERENCE MARK NO. 2 IS ABOUT 40 FEET N OF THE CENTER LINE
 FZ1138'OF THE HIGHWAY, ON THE EMBANKMENT NEAR THE WESTERLY END
 FZ1138'OF THE ROAD CUT, 1 FOOT S OF FENCE AND ABOUT 5 FEET ABOVE
 FZ1138'LEVEL OF HIGHWAY.
 FZ1138'
 FZ1138'AZIMUTH MARK IS ABOUT 1/4 MILE W OF THE STATION, ON TOP OF
 FZ1138'THE EMBANKMENT AT THE NEXT ROAD CUT ALONG U.S. HIGHWAY 11.
 FZ1138'IT IS 25 FEET N OF THE CENTER LINE OF THE HIGHWAY, ABOUT 50
 FZ1138'YARDS E OF HIGHWAY FORKS, 25 YARDS S OF AN UNINHABITED CABIN,
 FZ1138'4 FEET N OF EDGE OF A 10-FOOT CUT, 8 FEET E OF T-FENCE CORNER.
 FZ1138'
 FZ1138'ALL STATIONS VISIBLE FROM A 4-FOOT STAND.
 FZ1138'
 FZ1138'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FZ1138
 FZ1138                          STATION RECOVERY (1953)
 FZ1138
 FZ1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 FZ1138'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 FZ1138'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FZ1138'MARK WERE DESTROYED BY THE REQUEST OF THE VIRGINIA STATE
 FZ1138'HIGHWAY DEPARTMENT.  REFERENCE MARKS NO. 3 AND NO. 4 AND
 FZ1138'A NEW AZIMUTH MARK WERE ESTABLISHED
 FZ1138'
 FZ1138'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FZ1138'
 FZ1138'THE STATION IS LOCATED 4.25 MILES WEST OF THE POST OFFICE
 FZ1138'IN MARION, 4.75 MILES NORTH-NORTHEAST OF CHILHOWIE, IN THE
 FZ1138'PASTURE LAND OF C.L. TESTERMENT AND ON THE SUMMIT OF WHAT
 FZ1138'IS LOCALLY KNOWN AS PRESTON HILL AND ABOUT 12 FEET ABOVE
 FZ1138'THE LEVEL OF THE HIGHWAY.  IT IS 44 FEET SOUTH OF THE CENTERLINE
 FZ1138'OF THE EAST BOUND LANE OF U.S. HIGHWAY 11, 8.7 FEET SOUTH
 FZ1138'OF THE EDGE OF THE EMBANKMENT, 4.8 FEET SOUTH OF A WOVEN
 FZ1138'WIRE FENCE, 18.1 FEET SOUTHWEST OF A TELEPHONE POLE WHICH
 FZ1138'IS ON THE HIGHEST PART OF THE HILL AND 112.3 FEET
 FZ1138'EAST-NORTHEAST OF THE NEXT POLE WEST ON THE WEST SLOPE OF THE
 FZ1138'HILL.  IT IS ABOUT 100 FEET NORTH-NORTH WEST OF THE
 FZ1138'HIGHEST POINT OF THE HILL.  IT IS STAMPED FORD 1934 AND IS
 FZ1138'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1138'
 FZ1138'REFERENCE MARK NO. 3 IS 135.058 METERS EAST-SOUTHEAST OF
 FZ1138'THE STATION, IN A NORTH-SOUTH FENCE LINE, 50 FEET SOUTH OF
 FZ1138'THE CENTERLINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 11 AND
 FZ1138'10 FEET SOUTH OF A T FENCE CORNER.  IT IS ABOUT THE SAME
 FZ1138'ELEVATION AS THE STATION AND IS STAMPED FORD NO 3 1934 AND
 FZ1138'PROJECTS 6 INCHES.
 FZ1138'
 FZ1138'REFERENCE MARK NO. 4 IS 18.837 METERS WEST-NORTHWEST OF THE
 FZ1138'STATION, ABOUT 3 FEET LOWER THAN THE STATION.  IT IS SET IN
 FZ1138'AN EAST-WEST FENCE LINE AND 40 FEET SOUTH OF THE CENTER LINE
 FZ1138'OF THE EAST BOUND LANE OF U.S. HIGHWAY 11.  IT IS A STANDARD
 FZ1138'DISK, STAMPED FORD NO 4 1934 AND PROJECTS 6 INCHES.
 FZ1138'
 FZ1138'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION ABOUT THE
 FZ1138'MIDDLE OF THE LONG GRADE.  IT IS 15 FEET EAST OF THE 5TH
 FZ1138'TELEPHONE POLE EAST OF A FORKS IN THE ROAD, 30 FEET EAST OF
 FZ1138'A 10 INCH TREE, 40 FEET SOUTH OF THE EAST BOUND LANE OF
 FZ1138'TRAFFIC AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 FZ1138'IS A STANDARD DISK, STAMPED FORD 1934 RESET 1953, AND PROJECTS
 FZ1138'4 INCHES.
 FZ1138
 FZ1138                          STATION RECOVERY (1958)
 FZ1138
 FZ1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FZ1138'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FZ1138'FOUND IN GOOD CONDITION.  DUE TO A LARGE AMOUNT OF CLEARING
 FZ1138'TO AZIMUTH MARK THE 1934 AZIMUTH MARK WAS DESTROYED AND A
 FZ1138'NEW AZIMUTH MARK WAS ESTABLISHED AS DESCRIBED BELOW.  IT
 FZ1138'IS 76 FEET WEST OF A UTILITY POLE NO. 814-80.  48 FEET NORTH
 FZ1138'OF THE CENTER LINE OF U.S. HIGHWAY 11.  22 FEET WEST OF A GATE
 FZ1138'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 FZ1138'4 INCHES AND THE DISK IS STAMPED FORD 1934 1958.
 FZ1138'
 FZ1138'THE 1934 DESCRIPTION IS ADEQUATE.  A NEW TO REACH FOLLOWS.
 FZ1138'
 FZ1138'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MARION,
 FZ1138'GO WESTERLY ON U.S. HIGHWAY 11 FOR 4.8 MILES TO STATION ON
 FZ1138'LEFT OF THE EAST BOUND LANE OF U.S. HIGHWAY 11.  CONTINUE
 FZ1138'WESTERLY ON U.S. HIGHWAY 11 FOR 0.25 MILE TO AZIMUTH MARK
 FZ1138'ON RIGHT.
 FZ1138'
 FZ1138'1958 OBSERVATION TAKEN FROM A 4 FT. STAND.
 FZ1138
 FZ1138                          STATION RECOVERY (1959)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FZ1138'5 MI SW FROM MARION.
 FZ1138'ABOUT 5.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ1138'OFFICE AT MARION, 230 YARDS WEST OF THE TOP OF GRADE IN EAST
 FZ1138'BOUND LANE, 125 YARDS EAST OF CROSSOVER BETWEEN LANES, ABOUT
 FZ1138'50 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF
 FZ1138'DIVIDED HIGHWAY, 5 FEET SOUTH OF A WIRE FENCE AND ON TOP OF A
 FZ1138'18-FOOT-HIGH CUT, 18 1/2 FEET WEST-SOUTHWEST OF TELEPHONE
 FZ1138'POLE 2942, 113 FEET WEST OF A CROSS FENCE CORNER, 115 FEET WEST
 FZ1138'OF R M 3, 62 FEET EAST OF R M 4, ABOUT 15 FEET ABOVE THE LEVEL
 FZ1138'OF EAST BOUND LANES OF THE HIGHWAY, AND SET IN TOP OF A
 FZ1138'CONCRETE POST FLUSH WITH THE GROUND.
 FZ1138
 FZ1138                          STATION RECOVERY (1984)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1138'RECOVERED IN GOOD CONDITION.
 FZ1138
 FZ1138                          STATION RECOVERY (1985)
 FZ1138
 FZ1138'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FZ1138'FORD 1934 FOUND GOOD.
 FZ1138'FORD RM 3 1934 FOUND GOOD.
 FZ1138'FORD RM 4 1934 FOUND GOOD.
 FZ1138'DESC. OK.
 FZ1138'
 FZ1138'AZI. NOT RECOVERED.
 FZ1138'
 FZ1138'CONSTRUCTION IN AREA MAY HAVE DESTROYED MARK.
 FZ1138
 FZ1138                          STATION RECOVERY (1987)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 FZ1138'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1138'OTHER MARKS NOT SEARCHED FOR.
 FZ1138'
 FZ1138'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI)
 FZ1138'SOUTHWEST OF MARION
 FZ1138'2.3 KM (1.4 MI) NORTHEAST OF THE COMMUNITY OF FORD, ON TOP OF A
 FZ1138'HIGHWAY CUT ABOUT 10 METERS ABOVE THE HIGHWAY, IN THE YARD OF A
 FZ1138'PRIVATE RESIDENCE.
 FZ1138'OWNERSHIP--GENE DINSMORE, ROUTE 2 BOX 614, MARION, VA 24354.  PHONE
 FZ1138'(703) 783-3476.
 FZ1138'
 FZ1138'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81, US
 FZ1138'HIGHWAY 11 AND STATE ROUTE 645 (EXIT 14, AT SEVEN MILE FORD), GO
 FZ1138'SOUTHEAST FOR 0.1 KM (0.05 MI) ON HIGHWAY 11 AND STATE ROUTE 645 TO
 FZ1138'A PAVED ROAD ON THE LEFT.
 FZ1138'TURN LEFT AND GO NORTHEAST FOR 1.9 KM (1.2 MI) ON HIGHWAY 11 TO A
 FZ1138'MEDIAN CROSSOVER.
 FZ1138'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 FZ1138'0.1 KM (0.05 MI) ON HIGHWAY 11 TO A GRAVEL DRIVE ON THE RIGHT, JUST
 FZ1138'BEFORE HIGH GROUND.  TURN RIGHT, THEN LEFT, UPHILL FOR 0.1 KM
 FZ1138'(0.05 MI) TO THE STATION ON THE LEFT AT A FORK NEAR THE GARAGE OF
 FZ1138'THE HOUSE TRAILER OF MR. DINSMORE.
 FZ1138'
 FZ1138'THE STATION IS A STANDARD CGS DISK
 FZ1138'STAMPED---FORD 1934---,
 FZ1138'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1138'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED
 FZ1138'21.5 METERS (70.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 FZ1138'A METAL GARAGE,
 FZ1138'7.5 METERS (24.6 FT) NORTH-NORTHEAST FROM THE CENTER OF THE DRIVE,
 FZ1138'6.2 METERS (20.3 FT) WEST-SOUTHWEST FROM A UTILITY POLE,
 FZ1138'1.3 METERS (4.3 FT) SOUTH FROM A WHITE BOARD FENCE AT THE BANK EDGE,
 FZ1138'AND
 FZ1138'1.4 METERS (4.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 FZ1138'
 FZ1138'DESCRIBED BY G. R. HEID, TYPED BY C. L. SMITH.
 FZ1138
 FZ1138                          STATION RECOVERY (1988)
 FZ1138
 FZ1138'RECOVERED 1988
 FZ1138'RECOVERED IN GOOD CONDITION.
 FZ1138
 FZ1138                          STATION RECOVERY (1993)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FZ1138'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) SOUTHWEST OF MARION, 2.3
 FZ1138'KM (1.40 MI) NORTHEAST OF THE COMMUNITY OF FORD, ON TOP OF A HIGHWAY
 FZ1138'CUT ABOUT 10 M (32.8 FT) ABOVE THE HIGHWAY IN THE YARD OF A PRIVATE
 FZ1138'RESIDENCE. OWNERSHIP--GEORGIA MCLAUGHLIN, ROUTE 5, BOX 513A, MARION
 FZ1138'VA 24354. PHONE 703-783-4935.
 FZ1138'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81, U.S.
 FZ1138'HIGHWAY 11 AND SECONDARY STATE HIGHWAY 645 (EXIT 39) AT SEVEN MILE
 FZ1138'FORD, GO NORTHEAST FOR 2.0 KM (1.25 MI) ON HIGHWAY 11 TO A MEDIAN
 FZ1138'CROSSOVER, CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 0.1 KM
 FZ1138'(0.05 MI) ON HIGHWAY 11 TO A GRAVEL DRIVE ON THE RIGHT, JUST BEFORE
 FZ1138'HIGH GROUND, TURN RIGHT, THEN LEFT, UPHILL FOR 0.1 KM (0.05 MI) TO
 FZ1138'THE STATION ON THE LEFT AT A FORK NEAR THE GARAGE OF THE HOUSE
 FZ1138'TRAILER OF MRS. MCLAUGHLIN.
 FZ1138'LOCATED 21.5 M (70.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 FZ1138'METAL GARAGE, 7.5 M (24.6 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 FZ1138'DRIVE, 6.2 M (20.3 FT) WEST-SOUTHWEST FROM A UTILITY POLE, 1.3 M
 FZ1138'(4.3 FT) SOUTH FROM A WHITE BOARD FENCE AT THE BANK EDGE AND 1.4 M
 FZ1138'(4.6 FT) SOUTH FROM A WITNESS POST.
 FZ1138
 FZ1138                          STATION RECOVERY (1995)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 FZ1138'RECOVERED AS DESCRIBED.
 FZ1138
 FZ1138                          STATION RECOVERY (1998)
 FZ1138
 FZ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 FZ1138'RECOVERED AS DESCRIBED 11/24/98 BY R.G.  HAYES
 FZ1138
 FZ1138                          STATION RECOVERY (2000)
 FZ1138
 FZ1138'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (RH)
 FZ1138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5242 ***********************************************************************
 HV5242  DESIGNATION -  FORD
 HV5242  PID         -  HV5242
 HV5242  STATE/COUNTY-  VA/LOUDOUN
 HV5242  USGS QUAD   -  HERNDON (1994)
 HV5242
 HV5242                         *CURRENT SURVEY CONTROL
 HV5242  ___________________________________________________________________
 HV5242* NAD 83(1993)-  38 55 44.72388(N)    077 29 12.63031(W)     ADJUSTED  
 HV5242* NAVD 88     -       100.73   (+/-2cm)     330.5    (feet)  VERTCON   
 HV5242  ___________________________________________________________________
 HV5242  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HV5242  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HV5242
 HV5242  HORZ ORDER  -  SECOND
 HV5242  VERT ORDER  -  THIRD ? (See Below)
 HV5242
 HV5242.The horizontal coordinates were established by classical geodetic methods
 HV5242.and adjusted by the National Geodetic Survey in November 1994..
 HV5242
 HV5242.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5242.The vertical order pertains to the NGVD 29 superseded value.
 HV5242
 HV5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5242
 HV5242.The geoid height was determined by GEOID03.
 HV5242
 HV5242;                    North         East     Units Scale Factor Converg.
 HV5242;SPC VA N     - 2,140,614.188 3,587,848.769   MT  0.99996314   +0 37 56.4
 HV5242;SPC VA N     - 7,022,998.38 11,771,133.84   sFT  0.99996314   +0 37 56.4
 HV5242;UTM  18      - 4,311,848.304   284,430.852   MT  1.00017225   -1 33 47.6
 HV5242
 HV5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5242!SPC VA N     -   0.99998920  x   0.99996314  =   0.99995234
 HV5242!UTM  18      -   0.99998920  x   1.00017225  =   1.00016145
 HV5242
 HV5242|---------------------------------------------------------------------|
 HV5242| PID    Reference Object                     Distance      Geod. Az  |
 HV5242|                                                           dddmmss.s |
 HV5242| DC6289 FORD RM 1                            23.318 METERS 05551     |
 HV5242| DC6290 FORD RM 2                            27.341 METERS 13643     |
 HV5242| HV5239 CHANTILLY                           APPROX. 3.1 KM 1750949.9 |
 HV5242|---------------------------------------------------------------------|
 HV5242
 HV5242                          SUPERSEDED SURVEY CONTROL
 HV5242
 HV5242  NAD 83(1993)-  38 55 44.72457(N)    077 29 12.63490(W) AD(       ) 2
 HV5242  NAD 83(1986)-  38 55 44.72381(N)    077 29 12.64255(W) AD(       ) 2
 HV5242  NAD 27      -  38 55 44.32496(N)    077 29 13.67565(W) AD(       ) 2
 HV5242  NGVD 29 (07/19/86)  100.95   (m)          331.2    (f) LEVELING    3  
 HV5242
 HV5242.Superseded values are not recommended for survey control.
 HV5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5242.See file dsdata.txt to determine how the superseded data were derived.
 HV5242
 HV5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ8443111848(NAD 83)
 HV5242_MARKER: DS = TRIANGULATION STATION DISK
 HV5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5242
 HV5242  HISTORY     - Date     Condition        Report By
 HV5242  HISTORY     - 1958     MONUMENTED       CGS
 HV5242  HISTORY     - 1961     GOOD             CGS
 HV5242  HISTORY     - 19890315 GOOD             LOCSUR
 HV5242
 HV5242                          STATION DESCRIPTION
 HV5242
 HV5242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 HV5242'THE STATION IS APPROXIMATELY 4.0 MILES NORTHWEST OF CHANTILLY,
 HV5242'ALONG THE WEST SIDE OF COUNTY ROUTE 639 ON THE CREST OF WOODED
 HV5242'RIDGE ABOUT 0.25 MILE NORTH OF SAND BRANCH AND ABOUT 200
 HV5242'FEET SOUTH OF THE RESIDENCE OF MR. E.D. SUDDARTH.
 HV5242'
 HV5242'TO REACH FROM THE POST OFFICE IN CHANTILLY, GO NORTHWEST
 HV5242'ON U.S. HIGHWAY 50 FOR 3.45 MILES TO PAVED SIDE ROAD RIGHT
 HV5242'(COUNTY ROUTE 639), TURN RIGHT AND GO NORTH ON 639 FOR 0.8
 HV5242'MILE TO DIM TRACK ROAD ON RIGHT AND STATION ON THE LEFT.
 HV5242'
 HV5242'STATION MARKS ARE STANDARD DISKS STAMPED FORD 1958.  THE
 HV5242'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HV5242'SURFACE.  IT IS 41 FEET WEST OF THE CENTER OF PAVED ROAD
 HV5242'(COUNTY ROUTE 639), 23 FEET NORTHWEST OF THE MOST SOUTHERLY
 HV5242'ONE OF TWO LARGE OAK TREES AND 23 FEET WEST OF FENCE LINE.
 HV5242'A STANDARD WITNESS POST WAS SET 2 FEET NORTH-NORTHEAST OF THE
 HV5242'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HV5242'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HV5242'
 HV5242'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FORD NO 1 1958,
 HV5242'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5242'IT IS 20 FEET EAST OF THE CENTER OF PAVED ROAD, 2 FEET EAST
 HV5242'OF OLD FENCE LINE AND 48 FEET EAST-SOUTHEAST OF A NORTHEAST
 HV5242'FENCE CORNER.
 HV5242'
 HV5242'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FORD NO 2 1958,
 HV5242'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HV5242'IT IS 24 FEET EAST OF THE CENTER OF PAVED ROAD, 2 FEET
 HV5242'WEST-SOUTHWEST OF A 6 INCH PINE TREE AT WOODS LINE AND 9 FEET
 HV5242'NORTH-NORTHEAST OF A DIM TRACK ROAD.
 HV5242'
 HV5242'NOTE--NO AZIMUTH MARK WAS SET.
 HV5242'
 HV5242'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HV5242
 HV5242                          STATION RECOVERY (1961)
 HV5242
 HV5242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LL)
 HV5242'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT IT
 HV5242'IS NO LONGER ON PRIVATE PROPERTY BUT IN THE SOUTHWESTERLY
 HV5242'PORTION OF THE DULLES INTERNATIONAL AIRPORT.
 HV5242'
 HV5242'THE STATION IS 1300 FEET NORTH OF THE AIRPORT BOUNDARY BARRICADE
 HV5242'ACROSS ROUTE 639 WHICH IS ABOUT 0.6 MILE N. OF ROUTE 50.
 HV5242
 HV5242                          STATION RECOVERY (1989)
 HV5242
 HV5242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GLS)
 HV5242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2355 ***********************************************************************
 GV2355  DESIGNATION -  FORD AZ MK
 GV2355  PID         -  GV2355
 GV2355  STATE/COUNTY-  VA/DINWIDDIE
 GV2355  USGS QUAD   -  DE WITT (1974)
 GV2355
 GV2355                         *CURRENT SURVEY CONTROL
 GV2355  ___________________________________________________________________
 GV2355* NAD 83(1986)-  37 06 01.     (N)    077 42 30.     (W)     SCALED    
 GV2355* NAVD 88     -        89.910  (meters)     294.98   (feet)  POSTED    
 GV2355  ___________________________________________________________________
 GV2355  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 GV2355  DYNAMIC HT  -          89.850 (meters)     294.78  (feet)  COMP
 GV2355  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 GV2355
 GV2355  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV2355
 GV2355.The horizontal coordinates were scaled from a topographic map and have
 GV2355.an estimated accuracy of +/- 6 seconds.
 GV2355
 GV2355.The orthometric height was determined by differential leveling
 GV2355.and adjusted by the National Geodetic Survey in 1992..
 GV2355.No vertical observational check was made to the station.
 GV2355.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV2355.was located on a no-check spur therefore a value was not computed.
 GV2355
 GV2355.The geoid height was determined by GEOID03.
 GV2355
 GV2355.The dynamic height is computed by dividing the NAVD 88
 GV2355.geopotential number by the normal gravity value computed on the
 GV2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2355.degrees latitude (g = 980.6199 gals.).
 GV2355
 GV2355.The modeled gravity was interpolated from observed gravity values.
 GV2355
 GV2355;                    North         East    Units  Estimated Accuracy
 GV2355;SPC VA S     - 1,085,410.    3,570,370.      MT  (+/- 180 meters Scaled)
 GV2355
 GV2355                          SUPERSEDED SURVEY CONTROL
 GV2355
 GV2355  NGVD 29 (??/??/??)   90.222  (m)          296.00   (f) ADJUSTED    2 0
 GV2355
 GV2355.Superseded values are not recommended for survey control.
 GV2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2355.See file dsdata.txt to determine how the superseded data were derived.
 GV2355
 GV2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG593094(NAD 83)
 GV2355_MARKER: DZ = AZIMUTH MARK DISK
 GV2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2355_STAMPING: FORD 1942
 GV2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2355+STABILITY: SURFACE MOTION
 GV2355
 GV2355  HISTORY     - Date     Condition        Report By
 GV2355  HISTORY     - 1942     MONUMENTED       CGS
 GV2355  HISTORY     - 1961     GOOD             CGS
 GV2355  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2355  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2355  HISTORY     - 20001021 POOR             USPSQD
 GV2355  HISTORY     - 20040728 POOR             VALLRG
 GV2355  HISTORY     - 20051022 POOR             USPSQD
 GV2355
 GV2355                          STATION DESCRIPTION
 GV2355
 GV2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2355'4.8 MI SE FROM FORD.
 GV2355'3-3/4 MILES SOUTH ALONG STATE SECONDARY ROAD 622 FROM THE NORFOLK
 GV2355'AND WESTERN RAILWAY STATION AT FORD, DINWIDDIE COUNTY, THENCE 1.0
 GV2355'MILE EAST ALONG STATE SECONDARY ROAD 613, AT A LARGE 2-STORY
 GV2355'HOUSE ON THE TOP OF A HILL, 150 FEET NORTHWEST OF THE NORTHWEST
 GV2355'CORNER OF THE HOUSE, BETWEEN THE FORKS OF A FARM ROAD JUNCTION,
 GV2355'14 FEET NORTHWEST OF POLE 5, 7 FEET EAST OF THE CENTER OF THE WEST
 GV2355'FORK OF THE FARM ROAD, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GV2355'MAIN ROAD, AND LEVEL WITH THE ROAD.  A STANDARD AZIMUTH-MARK DISK,
 GV2355'STAMPED FORD 1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2355
 GV2355                          STATION RECOVERY (1988)
 GV2355
 GV2355'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV2355'MARK NOT FOUND.
 GV2355
 GV2355                          STATION RECOVERY (1995)
 GV2355
 GV2355'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2355'MARK NOT FOUND.
 GV2355
 GV2355                          STATION RECOVERY (2000)
 GV2355
 GV2355'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2355'MEDALLION HAS BEEN DESTROYED, ONLY CONCRETE POST REMAINS.
 GV2355
 GV2355                          STATION RECOVERY (2004)
 GV2355
 GV2355'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2355'RECOVERED AS DESCRIBED, MISSING MEDALLION
 GV2355
 GV2355                          STATION RECOVERY (2005)
 GV2355
 GV2355'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2355'MONUMENT WAS FOUND AS DESCRIBED BUT DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1140 ***********************************************************************
 FZ1140  DESIGNATION -  FORD AZ MK
 FZ1140  PID         -  FZ1140
 FZ1140  STATE/COUNTY-  VA/SMYTH
 FZ1140  USGS QUAD   -  MARION (1978)
 FZ1140
 FZ1140                         *CURRENT SURVEY CONTROL
 FZ1140  ___________________________________________________________________
 FZ1140* NAD 83(1986)-  36 48 43.     (N)    081 36 07.     (W)     SCALED    
 FZ1140* NAVD 88     -       654.918  (meters)    2148.68   (feet)  ADJUSTED  
 FZ1140  ___________________________________________________________________
 FZ1140  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ1140  DYNAMIC HT  -         654.313 (meters)    2146.69  (feet)  COMP
 FZ1140  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 FZ1140
 FZ1140  VERT ORDER  -  FIRST     CLASS II
 FZ1140
 FZ1140.The horizontal coordinates were scaled from a topographic map and have
 FZ1140.an estimated accuracy of +/- 6 seconds.
 FZ1140
 FZ1140.The orthometric height was determined by differential leveling
 FZ1140.and adjusted by the National Geodetic Survey in June 1991..
 FZ1140
 FZ1140.The geoid height was determined by GEOID03.
 FZ1140
 FZ1140.The dynamic height is computed by dividing the NAVD 88
 FZ1140.geopotential number by the normal gravity value computed on the
 FZ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1140.degrees latitude (g = 980.6199 gals.).
 FZ1140
 FZ1140.The modeled gravity was interpolated from observed gravity values.
 FZ1140
 FZ1140;                    North         East    Units  Estimated Accuracy
 FZ1140;SPC VA S     - 1,057,660.    3,223,260.      MT  (+/- 180 meters Scaled)
 FZ1140
 FZ1140                          SUPERSEDED SURVEY CONTROL
 FZ1140
 FZ1140  NGVD 29 (??/??/92)  655.001  (m)         2148.95   (f) ADJ UNCH    1 2
 FZ1140
 FZ1140.Superseded values are not recommended for survey control.
 FZ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1140.See file dsdata.txt to determine how the superseded data were derived.
 FZ1140
 FZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA463741(NAD 83)
 FZ1140_MARKER: DZ = AZIMUTH MARK DISK
 FZ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1140_STAMPING: FORD 1934 1958
 FZ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1140+STABILITY: SURFACE MOTION
 FZ1140
 FZ1140  HISTORY     - Date     Condition        Report By
 FZ1140  HISTORY     - 1934     MONUMENTED       CGS
 FZ1140  HISTORY     - 1959     GOOD             NGS
 FZ1140  HISTORY     - 1984     MARK NOT FOUND   NGS
 FZ1140
 FZ1140                          STATION DESCRIPTION
 FZ1140
 FZ1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1140'5.4 MI SW FROM MARION.
 FZ1140'ABOUT 5.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST
 FZ1140'OFFICE AT MARION, 0.45 MILE WEST OF THE TOP OF GRADE, 47 1/2
 FZ1140'FEET NORTH OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES OF
 FZ1140'THE HIGHWAY, 1 FOOT SOUTH OF A WIRE FENCE, 28 FEET WEST OF
 FZ1140'THE CENTER OF A GATE AND THE EAST END OF CUT, 78 FEET WEST OF
 FZ1140'POWER LINE POLE 814-80 AND CROSS FENCE CORNER, AT ABOUT RIGHT
 FZ1140'ANGLE AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 2953, 1 1/2 FEET
 FZ1140'WEST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL
 FZ1140'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND SET IN TOP
 FZ1140'OF A CONCRETE POST PROJECTING 3 INCHES.
 FZ1140
 FZ1140                          STATION RECOVERY (1984)
 FZ1140
 FZ1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1140'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2354 ***********************************************************************
 GV2354  DESIGNATION -  FORD RM 1
 GV2354  PID         -  GV2354
 GV2354  STATE/COUNTY-  VA/DINWIDDIE
 GV2354  USGS QUAD   -  DE WITT (1974)
 GV2354
 GV2354                         *CURRENT SURVEY CONTROL
 GV2354  ___________________________________________________________________
 GV2354* NAD 83(1986)-  37 05 52.     (N)    077 42 42.     (W)     SCALED    
 GV2354* NAVD 88     -        89.310  (meters)     293.01   (feet)  POSTED    
 GV2354  ___________________________________________________________________
 GV2354  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GV2354  DYNAMIC HT  -          89.250 (meters)     292.81  (feet)  COMP
 GV2354  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 GV2354
 GV2354  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GV2354
 GV2354.The horizontal coordinates were scaled from a topographic map and have
 GV2354.an estimated accuracy of +/- 6 seconds.
 GV2354
 GV2354.The orthometric height was determined by differential leveling
 GV2354.and adjusted by the National Geodetic Survey in 1992..
 GV2354.No vertical observational check was made to the station.
 GV2354.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GV2354.was located on a no-check spur therefore a value was not computed.
 GV2354
 GV2354.The geoid height was determined by GEOID03.
 GV2354
 GV2354.The dynamic height is computed by dividing the NAVD 88
 GV2354.geopotential number by the normal gravity value computed on the
 GV2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2354.degrees latitude (g = 980.6199 gals.).
 GV2354
 GV2354.The modeled gravity was interpolated from observed gravity values.
 GV2354
 GV2354;                    North         East    Units  Estimated Accuracy
 GV2354;SPC VA S     - 1,085,130.    3,570,080.      MT  (+/- 180 meters Scaled)
 GV2354
 GV2354                          SUPERSEDED SURVEY CONTROL
 GV2354
 GV2354  NGVD 29 (??/??/??)   89.622  (m)          294.03   (f) ADJUSTED    2 0
 GV2354
 GV2354.Superseded values are not recommended for survey control.
 GV2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2354.See file dsdata.txt to determine how the superseded data were derived.
 GV2354
 GV2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG590091(NAD 83)
 GV2354_MARKER: DR = REFERENCE MARK DISK
 GV2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2354_STAMPING: FORD NO 1 1942
 GV2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2354+STABILITY: SURFACE MOTION
 GV2354
 GV2354  HISTORY     - Date     Condition        Report By
 GV2354  HISTORY     - 1942     MONUMENTED       CGS
 GV2354  HISTORY     - 1961     GOOD             CGS
 GV2354  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GV2354  HISTORY     - 19951116 MARK NOT FOUND   USPSQD
 GV2354  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 GV2354  HISTORY     - 20040728 POOR             VALLRG
 GV2354  HISTORY     - 20051022 POOR             USPSQD
 GV2354
 GV2354                          STATION DESCRIPTION
 GV2354
 GV2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GV2354'4.5 MI S FROM FORD.
 GV2354'3-3/4 MILES SOUTH ALONG STATE SECONDARY ROAD 622 FROM THE NORFOLK
 GV2354'AND WESTERN RAILWAY STATION AT FORD, DINWIDDIE COUNTY, THENCE
 GV2354'3/4 MILE EAST ALONG STATE SECONDARY ROAD 613, 100 FEET EAST OF
 GV2354'THE JUNCTION OF STATE SECONDARY ROAD 646, 22 FEET NORTH OF THE
 GV2354'CENTERLINE OF ROAD 613, IN THE CORNER OF A CULTIVATED FIELD, 5
 GV2354'FEET NORTHWEST OF A CORNER FENCE POST, AND 2 FEET HIGHER THAN
 GV2354'THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED FORD NO 1
 GV2354'1942 AND SET IN THE TOP OF A CONCRETE POST.
 GV2354
 GV2354                          STATION RECOVERY (1988)
 GV2354
 GV2354'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 GV2354'MARK NOT FOUND.
 GV2354
 GV2354                          STATION RECOVERY (1995)
 GV2354
 GV2354'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV2354'MARK NOT FOUND.
 GV2354
 GV2354                          STATION RECOVERY (2000)
 GV2354
 GV2354'RECOVERY NOTE BY US POWER SQUADRON 2000 (FAB)
 GV2354'MARK NOT FOUND.
 GV2354
 GV2354                          STATION RECOVERY (2004)
 GV2354
 GV2354'RECOVERY NOTE BY VIRGINIAN LONG LINES RESEARCH GRP 2004 (BWM)
 GV2354'RECOVERED AS DESCRIBED, MEDALLION AND POST IN POOR CONDITION
 GV2354
 GV2354                          STATION RECOVERY (2005)
 GV2354
 GV2354'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLR)
 GV2354'FOUND AS DESCRIBED BUT DISK IS BADLY SCARED BY MACHINERY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1137 ***********************************************************************
 FZ1137  DESIGNATION -  FORD RM 3
 FZ1137  PID         -  FZ1137
 FZ1137  STATE/COUNTY-  VA/SMYTH
 FZ1137  USGS QUAD   -  MARION (1978)
 FZ1137
 FZ1137                         *CURRENT SURVEY CONTROL
 FZ1137  ___________________________________________________________________
 FZ1137* NAD 83(1986)-  36 48 38.     (N)    081 35 49.     (W)     SCALED    
 FZ1137* NAVD 88     -       684.477  (meters)    2245.66   (feet)  ADJUSTED  
 FZ1137  ___________________________________________________________________
 FZ1137  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ1137  DYNAMIC HT  -         683.844 (meters)    2243.58  (feet)  COMP
 FZ1137  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 FZ1137
 FZ1137  VERT ORDER  -  FIRST     CLASS II
 FZ1137
 FZ1137.The horizontal coordinates were scaled from a topographic map and have
 FZ1137.an estimated accuracy of +/- 6 seconds.
 FZ1137
 FZ1137.The orthometric height was determined by differential leveling
 FZ1137.and adjusted by the National Geodetic Survey in June 1991..
 FZ1137.WARNING-Repeat measurements at this control monument indicate possible
 FZ1137.vertical movement.
 FZ1137
 FZ1137.The geoid height was determined by GEOID03.
 FZ1137
 FZ1137.The dynamic height is computed by dividing the NAVD 88
 FZ1137.geopotential number by the normal gravity value computed on the
 FZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1137.degrees latitude (g = 980.6199 gals.).
 FZ1137
 FZ1137.The modeled gravity was interpolated from observed gravity values.
 FZ1137
 FZ1137;                    North         East    Units  Estimated Accuracy
 FZ1137;SPC VA S     - 1,057,490.    3,223,710.      MT  (+/- 180 meters Scaled)
 FZ1137
 FZ1137                          SUPERSEDED SURVEY CONTROL
 FZ1137
 FZ1137  NGVD 29 (??/??/92)  684.554  (m)         2245.91   (f) ADJ UNCH    1 2
 FZ1137
 FZ1137.Superseded values are not recommended for survey control.
 FZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1137.See file dsdata.txt to determine how the superseded data were derived.
 FZ1137
 FZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA467740(NAD 83)
 FZ1137_MARKER: DR = REFERENCE MARK DISK
 FZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1137_STAMPING: FORD NO 3 1934
 FZ1137_MARK LOGO: CGS   
 FZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1137+STABILITY: SURFACE MOTION
 FZ1137
 FZ1137  HISTORY     - Date     Condition        Report By
 FZ1137  HISTORY     - 1953     MONUMENTED       CGS
 FZ1137  HISTORY     - 1959     GOOD             NGS
 FZ1137  HISTORY     - 1984     GOOD             NGS
 FZ1137
 FZ1137                          STATION DESCRIPTION
 FZ1137
 FZ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1137'5 MI SW FROM MARION.
 FZ1137'115 FEET EAST OF FORD DESCRIBED, 177 FEET EAST OF R M 4,
 FZ1137'55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (EAST BOUND
 FZ1137'LANES), 14 1/2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 14 1/2 FEET
 FZ1137'SOUTH OF A CROSS FENCE CORNER, 1 FOOT WEST OF CROSS FENCE,
 FZ1137'35 1/2 FEET SOUTHWEST OF TELEPHONE POLE 2941, ABOUT 20 FEET
 FZ1137'ABOVE THE EAST BOUND LANES OF THE HIGHWAY, AND SET IN TOP OF A
 FZ1137'CONCRETE POST PROJECTING 3 INCHES.
 FZ1137
 FZ1137                          STATION RECOVERY (1984)
 FZ1137
 FZ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FZ1139 ***********************************************************************
 FZ1139  DESIGNATION -  FORD RM 4
 FZ1139  PID         -  FZ1139
 FZ1139  STATE/COUNTY-  VA/SMYTH
 FZ1139  USGS QUAD   -  MARION (1978)
 FZ1139
 FZ1139                         *CURRENT SURVEY CONTROL
 FZ1139  ___________________________________________________________________
 FZ1139* NAD 83(1986)-  36 48 38.     (N)    081 35 52.     (W)     SCALED    
 FZ1139* NAVD 88     -       682.145  (meters)    2238.00   (feet)  ADJUSTED  
 FZ1139  ___________________________________________________________________
 FZ1139  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ1139  DYNAMIC HT  -         681.515 (meters)    2235.94  (feet)  COMP
 FZ1139  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 FZ1139
 FZ1139  VERT ORDER  -  FIRST     CLASS II
 FZ1139
 FZ1139.The horizontal coordinates were scaled from a topographic map and have
 FZ1139.an estimated accuracy of +/- 6 seconds.
 FZ1139
 FZ1139.The orthometric height was determined by differential leveling
 FZ1139.and adjusted by the National Geodetic Survey in June 1991..
 FZ1139
 FZ1139.The geoid height was determined by GEOID03.
 FZ1139
 FZ1139.The dynamic height is computed by dividing the NAVD 88
 FZ1139.geopotential number by the normal gravity value computed on the
 FZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1139.degrees latitude (g = 980.6199 gals.).
 FZ1139
 FZ1139.The modeled gravity was interpolated from observed gravity values.
 FZ1139
 FZ1139;                    North         East    Units  Estimated Accuracy
 FZ1139;SPC VA S     - 1,057,490.    3,223,630.      MT  (+/- 180 meters Scaled)
 FZ1139
 FZ1139                          SUPERSEDED SURVEY CONTROL
 FZ1139
 FZ1139  NGVD 29 (??/??/92)  682.229  (m)         2238.28   (f) ADJ UNCH    1 2
 FZ1139
 FZ1139.Superseded values are not recommended for survey control.
 FZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1139.See file dsdata.txt to determine how the superseded data were derived.
 FZ1139
 FZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA466740(NAD 83)
 FZ1139_MARKER: DR = REFERENCE MARK DISK
 FZ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1139_STAMPING: FORD NO 4 1934
 FZ1139_MARK LOGO: CGS   
 FZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1139+STABILITY: SURFACE MOTION
 FZ1139
 FZ1139  HISTORY     - Date     Condition        Report By
 FZ1139  HISTORY     - 1953     MONUMENTED       CGS
 FZ1139  HISTORY     - 1959     GOOD             NGS
 FZ1139  HISTORY     - 1984     GOOD             NGS
 FZ1139
 FZ1139                          STATION DESCRIPTION
 FZ1139
 FZ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FZ1139'5 MI SW FROM MARION.
 FZ1139'62 FEET WEST OF FORD DESCRIBED, 177 FEET WEST OF R M 3, 79
 FZ1139'FEET WEST OF TELEPHONE POLE 2942, 50 FEET EAST OF TELEPHONE
 FZ1139'2943, 1 FOOT SOUTH OF A WIRE FENCE, ABOUT 10 FEET ABOVE THE
 FZ1139'LEVEL OF THE EAST BOUND LANES OF THE HIGHWAY, AND SET IN TOP
 FZ1139'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 FZ1139'GROUND.
 FZ1139
 FZ1139                          STATION RECOVERY (1984)
 FZ1139
 FZ1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FZ1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX2985 ***********************************************************************
 FX2985  DESIGNATION -  FORD WATER TANK
 FX2985  PID         -  FX2985
 FX2985  STATE/COUNTY-  VA/C OF NORFOLK
 FX2985  USGS QUAD   -  KEMPSVILLE (1986)
 FX2985
 FX2985                         *CURRENT SURVEY CONTROL
 FX2985  ___________________________________________________________________
 FX2985* NAD 83(1993)-  36 49 58.44784(N)    076 14 50.74339(W)     ADJUSTED  
 FX2985* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX2985  ___________________________________________________________________
 FX2985  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX2985  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 FX2985
 FX2985  HORZ ORDER  -  THIRD
 FX2985
 FX2985.The horizontal coordinates were established by classical geodetic methods
 FX2985.and adjusted by the National Geodetic Survey in September 1995..
 FX2985
 FX2985.The orthometric height was scaled from a topographic map.
 FX2985
 FX2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2985
 FX2985.The geoid height was determined by GEOID03.
 FX2985
 FX2985;                    North         East     Units Scale Factor Converg.
 FX2985;SPC VA S     - 1,057,836.602 3,700,921.687   MT  0.99998864   +1 22 01.7
 FX2985;SPC VA S     - 3,470,585.59 12,142,107.23   sFT  0.99998864   +1 22 01.7
 FX2985;UTM  18      - 4,077,061.909   388,763.799   MT  0.99975243   -0 44 52.4
 FX2985
 FX2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2985!SPC VA S     -   1.00000587  x   0.99998864  =   0.99999451
 FX2985!UTM  18      -   1.00000587  x   0.99975243  =   0.99975830
 FX2985
 FX2985:                Primary Azimuth Mark                     Grid Az
 FX2985:SPC VA S     -  CAROLINA 1932                            206 31 05.7
 FX2985:UTM  18      -  CAROLINA 1932                            208 37 59.8
 FX2985
 FX2985|---------------------------------------------------------------------|
 FX2985| PID    Reference Object                     Distance      Geod. Az  |
 FX2985|                                                           dddmmss.s |
 FX2985| FX3338 CAROLINA 1932                       APPROX. 2.5 KM 2075307.4 |
 FX2985| FX3475 WHITE HOUSE COFFEE TANK             APPROX. 5.5 KM 2640741.3 |
 FX2985| FX3423 PORTSMOUTH MONUMENTAL METH CH       APPROX. 4.9 KM 2735246.1 |
 FX2985| FX3481 CATHEDRAL                           APPROX. 3.5 KM 2965434.8 |
 FX2985| FX3442 SAINT VINCENTS HOSPITAL CROSS       APPROX. 3.6 KM 3041954.4 |
 FX2985| FX3336 CALVARY BAPTIST CHURCH CUPOLA       APPROX. 3.8 KM 3143240.8 |
 FX2985| FX3188 BLACK STACK                         APPROX. 7.8 KM 3525716.2 |
 FX2985|---------------------------------------------------------------------|
 FX2985
 FX2985                          SUPERSEDED SURVEY CONTROL
 FX2985
 FX2985  NAD 83(1986)-  36 49 58.45370(N)    076 14 50.77901(W) AD(       ) 3
 FX2985  NAD 27      -  36 49 57.91700(N)    076 14 51.99300(W) AD(       ) 3
 FX2985
 FX2985.Superseded values are not recommended for survey control.
 FX2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2985.See file dsdata.txt to determine how the superseded data were derived.
 FX2985
 FX2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8876477062(NAD 83)
 FX2985_MARKER: 82 = FINIAL
 FX2985
 FX2985  HISTORY     - Date     Condition        Report By
 FX2985  HISTORY     - 1932     FIRST OBSERVED   CGS
 FX2985  HISTORY     - 1944     SEE DESCRIPTION  CGS
 FX2985  HISTORY     - 1955     GOOD             AMS
 FX2985  HISTORY     - 1956     GOOD             CGS
 FX2985  HISTORY     - 1960     GOOD             CGS
 FX2985
 FX2985                          STATION DESCRIPTION
 FX2985
 FX2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GDC)
 FX2985'STATION IS THE FINIAL ON THE BALL OF THE GREEN METAL WATER TANK
 FX2985'AT THE FORD MOTOR COMPANY ASSEMBLING PLANT ON SOUTHERN SIDE OF
 FX2985'THE EASTERN BRANCH OF THE ELIZABETH RIVER, NORFOLK, VIRGINIA.
 FX2985'THE TANK IS TO BE PAINTED ALUMINUM IN THE NEAR FUTURE.  AN
 FX2985'ELECTRIC SIGN ON N SIDE OF TANK BEARS THE WORD FORD.
 FX2985
 FX2985                          STATION RECOVERY (1944)
 FX2985
 FX2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FX2985'THIS STATION WAS LOCATED AND IS IN GOOD CONDITION.  THE TANK
 FX2985'IS NOW PAINTED ALUMINUM.
 FX2985
 FX2985                          STATION RECOVERY (1955)
 FX2985
 FX2985'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 FX2985'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX2985
 FX2985                          STATION RECOVERY (1956)
 FX2985
 FX2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VES)
 FX2985'THE SILVER-COLORED, BALL-CAPPED WATER TANK WAS RECOVERED IN
 FX2985'GOOD CONDITION AS DESCRIBED.
 FX2985
 FX2985                          STATION RECOVERY (1960)
 FX2985
 FX2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX2985'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 300 FEET
 FX2985'NORTH OF THE INTERSECTION OF PECAN STREET AND SPRINGFIELD AVE.,
 FX2985'IN THE CITY OF NORFOLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2286 ***********************************************************************
 GW2286  DESIGNATION -  FORE
 GW2286  PID         -  GW2286
 GW2286  STATE/COUNTY-  VA/ALLEGHANY
 GW2286  USGS QUAD   -  COVINGTON (1984)
 GW2286
 GW2286                         *CURRENT SURVEY CONTROL
 GW2286  ___________________________________________________________________
 GW2286* NAD 83(1993)-  37 48 34.37371(N)    079 54 36.91725(W)     ADJUSTED  
 GW2286* NAVD 88     -       822.3    (meters)    2698.     (feet)  VERTCON   
 GW2286  ___________________________________________________________________
 GW2286  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 GW2286  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GW2286
 GW2286  HORZ ORDER  -  SECOND
 GW2286
 GW2286.The horizontal coordinates were established by classical geodetic methods
 GW2286.and adjusted by the National Geodetic Survey in November 1994..
 GW2286
 GW2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2286
 GW2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2286
 GW2286.The geoid height was determined by GEOID03.
 GW2286
 GW2286;                    North         East     Units Scale Factor Converg.
 GW2286;SPC VA S     - 1,164,754.118 3,375,821.909   MT  0.99997510   -0 51 21.3
 GW2286;SPC VA S     - 3,821,364.14 11,075,509.05   sFT  0.99997510   -0 51 21.3
 GW2286;UTM  17      - 4,185,243.616   595,925.075   MT  0.99971333   +0 40 05.2
 GW2286
 GW2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2286!SPC VA S     -   0.99987600  x   0.99997510  =   0.99985110
 GW2286!UTM  17      -   0.99987600  x   0.99971333  =   0.99958937
 GW2286
 GW2286|---------------------------------------------------------------------|
 GW2286| PID    Reference Object                     Distance      Geod. Az  |
 GW2286|                                                           dddmmss.s |
 GW2286| DC3409 FORE RM 3                                          04547     |
 GW2286| GW2257 WHITE ROCK LOOKOUT TOWER            APPROX.20.0 KM 0804130.2 |
 GW2286| GW2280 CLIFTON FORGE RAD WCFV MAST         APPROX. 8.6 KM 0805321.8 |
 GW2286| DC3407 FORE RM 1                             9.108 METERS 23026     |
 GW2286| DC3408 FORE RM 2                             7.159 METERS 32304     |
 GW2286|---------------------------------------------------------------------|
 GW2286
 GW2286                          SUPERSEDED SURVEY CONTROL
 GW2286
 GW2286  NAD 83(1986)-  37 48 34.37304(N)    079 54 36.93368(W) AD(       ) 2
 GW2286  NAD 27      -  37 48 33.91500(N)    079 54 37.74300(W) AD(       ) 2
 GW2286  NGVD 29 (07/19/86)  822.5    (m)         2698.     (f) VERT ANG       
 GW2286
 GW2286.Superseded values are not recommended for survey control.
 GW2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2286.See file dsdata.txt to determine how the superseded data were derived.
 GW2286
 GW2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB9592585244(NAD 83)
 GW2286_MARKER: DS = TRIANGULATION STATION DISK
 GW2286_SETTING: 80 = SET IN A BOULDER
 GW2286_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GW2286
 GW2286  HISTORY     - Date     Condition        Report By
 GW2286  HISTORY     - 1934     MONUMENTED       CGS
 GW2286  HISTORY     - 1957     GOOD             CGS
 GW2286  HISTORY     - 1964     GOOD             CGS
 GW2286
 GW2286                          STATION DESCRIPTION
 GW2286
 GW2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 GW2286'STATION IS ON THE HIGHEST POINT OF FORE MOUNTAIN, A RIDGE
 GW2286'THAT LIES TO THE SE OF POUNDING MILL CREEK, ABOUT 5 MILES
 GW2286'W OF CLIFTON FORGE, AND 4-3/4 MILES ENE OF COVINGTON, VIRGINIA.
 GW2286'
 GW2286'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 GW2286'SET IN CONCRETE IN DEPRESSIONS IN BOULDERS.  REFERENCE MARKS
 GW2286'NOS. 1 AND 3 ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 GW2286'DEPRESSIONS IN OUTCROPPING BEDROCK.
 GW2286'
 GW2286'REFERENCE MARK NO. 1 IS SW OF STATION ON DOWNWARD SLOPE, AND
 GW2286'12.5 FEET W OF 12-INCH BLAZED OAK.
 GW2286'
 GW2286'REFERENCE MARK NO. 2 IS NNW OF STATION ON DOWNWARD SLOPE
 GW2286'OF RIDGE.
 GW2286'
 GW2286'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 50 YARDS NE OF
 GW2286'STATION, ON EASTERN EDGE OF RIDGE, AND 14 FEET S OF 12-INCH
 GW2286'BLAZED OAK.
 GW2286'
 GW2286'TO REACH FROM JEFFERSON HOTEL AT CLIFTON FORGE, GO W ON U.S.
 GW2286'HIGHWAY 60 FOR 9.15 MILES OR 0.05 MILE PAST SILVER ARROW TEA
 GW2286'ROOM, AND TURN RIGHT THROUGH C.C.C. CAMP ALONG POUNDING MILL
 GW2286'CREEK AND FOLLOW 0.85 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE
 GW2286'0.4 MILE, TURN LEFT ACROSS CREEK AND BEAR RIGHT FOR 0.8 MILE
 GW2286'TO ROAD FORK, TAKE LEFT FORK AND CONTINUE 1.9 MILES OR 1.15
 GW2286'MILES AFTER CROSSING TIMBER BRIDGE TO A TRIANGULAR-BLAZED
 GW2286'RED OAK TREE ON RIGHT, WHICH IS THE END OF TRUCK TRAVEL.
 GW2286'FOLLOW DIM PATH AND BLAZES TO THE RIGHT FOR 1/4 MILE TO OLD
 GW2286'PIT AND END OF TRAIL, TURN LEFT UP RIDGE AND FOLLOW ALONG THE
 GW2286'BACKBONE OF THE RIDGE ABOUT 3/4 MILE TO STATION.  THE
 GW2286'STATION IS LOCATED AT THE SOUTHERN END OF RIDGE, 20.5 FEET
 GW2286'NE OF BLAZED OAK.
 GW2286
 GW2286                          STATION RECOVERY (1957)
 GW2286
 GW2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2286'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 GW2286'CONDITION.
 GW2286'
 GW2286'A NEW TO REACH FOLLOWS--
 GW2286'
 GW2286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GW2286'STATE HIGHWAY 18 IN THE S PART OF COVINGTON, GO E ON U.S. HIGHWAY
 GW2286'60 FOR 0.3 MI. TO A SIDE ROAD LEFT.  TURN LEFT, GO NE ON
 GW2286'DOLLY ANN DRIVE FOR 1.3 MI. TO COUNTY ROUTE 625 ON THE RIGHT.
 GW2286'TURN RIGHT, GO E ON COUNTY ROUTE 625 FOR 0.35 MI. TO THE END OF
 GW2286'A SURFACED ROAD.  CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR
 GW2286'1.5 MI. TO A SIGN ON THE LEFT READING POUNDING MILL STREAM.
 GW2286'CONTINUE ON THE DIRT ROAD FOR 1.5 MI. TO A TRIANGULAR-BLAZED
 GW2286'TREE ON THE LEFT AND A DIM TRACK ROAD ON THE RIGHT.  TURN
 GW2286'RIGHT, GO SW ON THE DIM TRACK ROAD FOR 0.3 MI. TO THE END OF
 GW2286'TRUCK TRAVEL.  PACK S UP STEEP HILL TO A TRAIL AT THE TOP
 GW2286'OF THE HILL.  BEAR RIGHT ON THE TRAIL FOR ABOUT 100 YD. TO THE
 GW2286'TOP OF THE HILL AND THE STATION. (ABOUT A 30-MINUTE PACK.)
 GW2286
 GW2286                          STATION RECOVERY (1964)
 GW2286
 GW2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2286'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GW2286'AND REFERENCE MARK NO. 3 (AZI. MK.) WERE RECOVERED IN GOOD
 GW2286'CONDITION.  AN ERROR IN THE HORIZONTAL DIRECTION TO REFERENCE
 GW2286'MARK NO. 1 WAS FOUND IN THE 1957 DATA.  THE 1934 AND 1964
 GW2286'DATA AGREE.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT THE
 GW2286'SIGN READING BOUNDING MILL STREAM IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9034 ***********************************************************************
 HV9034  DESIGNATION -  FORESTDALE
 HV9034  PID         -  HV9034
 HV9034  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9034  USGS QUAD   -  OCCOQUAN (1994)
 HV9034
 HV9034                         *CURRENT SURVEY CONTROL
 HV9034  ___________________________________________________________________
 HV9034* NAD 83(1993)-  38 38 26.55901(N)    077 19 57.74521(W)     ADJUSTED  
 HV9034* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 HV9034  ___________________________________________________________________
 HV9034  X           -   1,093,895.000 (meters)                     COMP
 HV9034  Y           -  -4,866,947.536 (meters)                     COMP
 HV9034  Z           -   3,961,269.083 (meters)                     COMP
 HV9034  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HV9034  ELLIP HEIGHT-          43.81  (meters)          (06/04/02) GPS OBS
 HV9034  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV9034
 HV9034  HORZ ORDER  -  SECOND
 HV9034  ELLP ORDER  -  FOURTH    CLASS II
 HV9034
 HV9034.The horizontal coordinates were established by GPS observations
 HV9034.and adjusted by the National Geodetic Survey in November 1994..
 HV9034
 HV9034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9034
 HV9034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9034
 HV9034.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9034
 HV9034.The ellipsoidal height was determined by GPS observations
 HV9034.and is referenced to NAD 83.
 HV9034
 HV9034.The geoid height was determined by GEOID03.
 HV9034
 HV9034;                    North         East     Units Scale Factor Converg.
 HV9034;SPC VA N     - 2,108,763.607 3,601,619.815   MT  0.99994847   +0 43 42.7
 HV9034;SPC VA N     - 6,918,501.93 11,816,314.34   sFT  0.99994847   +0 43 42.7
 HV9034;UTM  18      - 4,279,488.623   296,976.768   MT  1.00010761   -1 27 25.6
 HV9034
 HV9034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9034!SPC VA N     -   0.99999313  x   0.99994847  =   0.99994160
 HV9034!UTM  18      -   0.99999313  x   1.00010761  =   1.00010074
 HV9034
 HV9034                          SUPERSEDED SURVEY CONTROL
 HV9034
 HV9034  ELLIP H (11/14/94)   43.80   (m)                       GP(       ) 4 2
 HV9034  NAD 83(1993)-  38 38 26.55805(N)    077 19 57.75517(W) AD(       ) 2
 HV9034  ELLIP H (01/27/92)   43.25   (m)                       GP(       ) 4 1
 HV9034  NAD 83(1986)-  38 38 26.55845(N)    077 19 57.75647(W) AD(       ) 2
 HV9034  NGVD 29 (01/20/89)   76.2    (m)          250.     (f) GPS OBS        
 HV9034
 HV9034.Superseded values are not recommended for survey control.
 HV9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9034.See file dsdata.txt to determine how the superseded data were derived.
 HV9034
 HV9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH9697779489(NAD 83)
 HV9034_MARKER: A = ALUMINUM MARKER
 HV9034_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9034_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9034+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9034
 HV9034  HISTORY     - Date     Condition        Report By
 HV9034  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9034
 HV9034                          STATION DESCRIPTION
 HV9034
 HV9034'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9034'THE STATION IS LOCATED IN SOUTH CENTRAL PRINCE WILLIAM COUNTY,
 HV9034'VIRGINIA, NEAR DALE CITY, VIRGINIA.
 HV9034'
 HV9034'TO REACH THE STATION FROM THE INTERSECTION OF GIDEON DRIVE, AND DALE
 HV9034'BOULEVARD, ROUTE 784, GO WEST ON DALE BOULEVARD FOR 1.9 MILES TO THE
 HV9034'SECOND ENTRANCE TO FORESTDALE AVENUE ON THE RIGHT. THE STATION IS
 HV9034'NEAR THE SOUTHWEST CORNER OF THE INTERSECTION NEAR A GUARD RAIL.
 HV9034'
 HV9034'THE STATION IS A W1-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9034'GROUND AND IS STAMPED---70 FORESTDALE 1986---. THE STATION IS 32.7
 HV9034'FEET SOUTH OF THE CENTER OF DALE BOULEVARD, 5.6 FEET SOUTHEAST OF THE
 HV9034'EDGE OF A GUARD RAIL, 2 FEET SOUTH OF THE GUARD RAIL, AND 41.7 FEET
 HV9034'NORTH OF THE SOUTHEAST EDGE OF A BRICK PILLAR.
 HV9034'
 HV9034'THE AZIMUTH MARK IS THE RED LIGHT ATOP A RADIO TOWER TO THE
 HV9034'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1698 ***********************************************************************
 GV1698  DESIGNATION -  FORGE
 GV1698  PID         -  GV1698
 GV1698  STATE/COUNTY-  VA/NEW KENT
 GV1698  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1698
 GV1698                         *CURRENT SURVEY CONTROL
 GV1698  ___________________________________________________________________
 GV1698* NAD 83(1993)-  37 26 33.33303(N)    077 02 54.94339(W)     ADJUSTED  
 GV1698* NAVD 88     -         8.482  (meters)      27.83   (feet)  ADJUSTED  
 GV1698  ___________________________________________________________________
 GV1698  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 GV1698  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 GV1698  DYNAMIC HT  -           8.476 (meters)      27.81  (feet)  COMP
 GV1698  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 GV1698
 GV1698  HORZ ORDER  -  SECOND
 GV1698  VERT ORDER  -  FIRST     CLASS II
 GV1698
 GV1698.The horizontal coordinates were established by classical geodetic methods
 GV1698.and adjusted by the National Geodetic Survey in September 1995..
 GV1698
 GV1698.The orthometric height was determined by differential leveling
 GV1698.and adjusted by the National Geodetic Survey in June 1991..
 GV1698
 GV1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV1698
 GV1698.The geoid height was determined by GEOID03.
 GV1698
 GV1698.The dynamic height is computed by dividing the NAVD 88
 GV1698.geopotential number by the normal gravity value computed on the
 GV1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1698.degrees latitude (g = 980.6199 gals.).
 GV1698
 GV1698.The modeled gravity was interpolated from observed gravity values.
 GV1698
 GV1698;                    North         East     Units Scale Factor Converg.
 GV1698;SPC VA S     - 1,124,087.387 3,628,427.325   MT  0.99994626   +0 52 51.2
 GV1698;SPC VA S     - 3,687,943.37 11,904,265.32   sFT  0.99994626   +0 52 51.2
 GV1698;UTM  18      - 4,145,942.608   318,775.800   MT  1.00000456   -1 14 44.9
 GV1698
 GV1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV1698!SPC VA S     -   1.00000400  x   0.99994626  =   0.99995026
 GV1698!UTM  18      -   1.00000400  x   1.00000456  =   1.00000856
 GV1698
 GV1698:                Primary Azimuth Mark                     Grid Az
 GV1698:SPC VA S     -  PROVIDENCE                               094 17 59.3
 GV1698:UTM  18      -  PROVIDENCE                               096 25 35.4
 GV1698
 GV1698|---------------------------------------------------------------------|
 GV1698| PID    Reference Object                     Distance      Geod. Az  |
 GV1698|                                                           dddmmss.s |
 GV1698| GV1702 PROVIDENCE                          APPROX. 1.3 KM 0951050.5 |
 GV1698| GV1700 FORGE RM 1                           25.217 METERS 10517     |
 GV1698| GV1699 FORGE RM 2                           20.748 METERS 19323     |
 GV1698|---------------------------------------------------------------------|
 GV1698
 GV1698                          SUPERSEDED SURVEY CONTROL
 GV1698
 GV1698  NAD 83(1993)-  37 26 33.33257(N)    077 02 54.94364(W) AD(       ) 2
 GV1698  NAD 83(1986)-  37 26 33.33252(N)    077 02 54.94826(W) AD(       ) 2
 GV1698  NAD 27      -  37 26 32.80490(N)    077 02 56.06270(W) AD(       ) 2
 GV1698  NGVD 29 (??/??/??)    8.817  (m)           28.93   (f) ADJUSTED    1 2
 GV1698
 GV1698.Superseded values are not recommended for survey control.
 GV1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1698.See file dsdata.txt to determine how the superseded data were derived.
 GV1698
 GV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1877645943(NAD 83)
 GV1698_MARKER: DS = TRIANGULATION STATION DISK
 GV1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1698_STAMPING: FORGE 1958
 GV1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1698+STABILITY: SURFACE MOTION
 GV1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV1698+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1698
 GV1698  HISTORY     - Date     Condition        Report By
 GV1698  HISTORY     - 1958     MONUMENTED       CGS
 GV1698  HISTORY     - 1958     GOOD             CGS
 GV1698  HISTORY     - 1966     GOOD             CGS
 GV1698  HISTORY     - 1976     GOOD             NGS
 GV1698  HISTORY     - 1979     GOOD             NGS
 GV1698  HISTORY     - 1990     GOOD             USPSQD
 GV1698  HISTORY     - 19960419 GOOD             USPSQD
 GV1698  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV1698  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV1698  HISTORY     - 20050303 GOOD             USPSQD
 GV1698
 GV1698                          STATION DESCRIPTION
 GV1698
 GV1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV1698'STATION IS LOCATED ABOUT 0.5 MILE WEST OF PROVIDENCE FORGE,
 GV1698'IN A LARGE OPEN AREA BETWEEN THE OLD HIGHWAY AND THE NEW
 GV1698'HIGHWAY AND ON STATE PROPERTY.
 GV1698'
 GV1698'STATION, STAMPED FORGE 1958, SET FLUSH WITH THE SURFACE OF
 GV1698'THE GROUND, IS 46 FEET SOUTH OF THE CENTERLINE OF THE EAST
 GV1698'BOUND LANE OF U.S. HIGHWAY 60, 41 FEET NORTH OF THE CENTERLINE
 GV1698'OF OLD U.S. HIGHWAY 60, 33 FEET EAST OF POWER POLE 233349A
 GV1698'AND 4 FEET SOUTHWEST OF A SHEET METAL WITNESS POST.
 GV1698'
 GV1698'R.M. 1, STAMPED FORGE NO 1 1958, PROJECTS ABOUT 2 INCHES,
 GV1698'IS 53 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 GV1698'OF U.S. HIGHWAY 60, 47 FEET NORTH OF THE CENTERLINE OF OLD
 GV1698'U.S. HIGHWAY 60 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GV1698'
 GV1698'R.M. 2, STAMPED FORGE NO 2 1958, PROJECTS ABOUT 4 INCHES, IS
 GV1698'44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 27
 GV1698'FEET SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 60, 48 FEET
 GV1698'WEST OF A TELEGRAPH POLE AND IS ABOUT 2 FEET BELOW THE STATION.
 GV1698'
 GV1698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 GV1698'AND STATE HIGHWAY 608 IN PROVIDENCE FORGE, GO WESTERLY ON
 GV1698'U.S. HIGHWAY 60 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 GV1698'
 GV1698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GV1698
 GV1698                          STATION RECOVERY (1958)
 GV1698
 GV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GV1698'AT PROVIDENCE FORGE.
 GV1698'0.2 MILE WEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GV1698'HIGHWAY 155.  THE MARK IS 46 FEET SOUTH OF THE CENTERLINE OF
 GV1698'THE EAST BOUND LANE OF U.S. HIGHWAY 60, 41 FEET NORTH OF THE
 GV1698'CENTERLINE OF OLD U.S. HIGHWAY 60, 33 FEET EAST OF POWER POLE
 GV1698'NO. 233349A AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.  SET
 GV1698'IN A TEN INCH SQUARE CONCRETE POST LEVEL WITH THE GROUND.
 GV1698
 GV1698                          STATION RECOVERY (1966)
 GV1698
 GV1698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 GV1698'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GV1698'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GV1698'
 GV1698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 GV1698'WEST OF PROVIDENCE FORGE
 GV1698
 GV1698                          STATION RECOVERY (1976)
 GV1698
 GV1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1698'RECOVERED IN GOOD CONDITION.
 GV1698
 GV1698                          STATION RECOVERY (1979)
 GV1698
 GV1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1698'RECOVERED IN GOOD CONDITION.
 GV1698
 GV1698                          STATION RECOVERY (1990)
 GV1698
 GV1698'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1698'RECOVERED IN GOOD CONDITION.
 GV1698
 GV1698                          STATION RECOVERY (1996)
 GV1698
 GV1698'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1698'RECOVERED IN GOOD CONDITION.
 GV1698
 GV1698                          STATION RECOVERY (2000)
 GV1698
 GV1698'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1698'MARK NOT FOUND.
 GV1698
 GV1698                          STATION RECOVERY (2001)
 GV1698
 GV1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV1698
 GV1698                          STATION RECOVERY (2005)
 GV1698
 GV1698'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1698'STATION, RM1 AND RM2 FOUND IN GOOD CONDITION. POWER POLE NUMBER SHOULD
 GV1698'BE 233346A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2283 ***********************************************************************
 GW2283  DESIGNATION -  FORGE
 GW2283  PID         -  GW2283
 GW2283  STATE/COUNTY-  VA/ALLEGHANY
 GW2283  USGS QUAD   -  CLIFTON FORGE (1986)
 GW2283
 GW2283                         *CURRENT SURVEY CONTROL
 GW2283  ___________________________________________________________________
 GW2283* NAD 83(1993)-  37 48 43.01401(N)    079 49 35.11759(W)     ADJUSTED  
 GW2283* NAVD 88     -       376.0    (meters)    1234.     (feet)  VERTCON   
 GW2283  ___________________________________________________________________
 GW2283  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GW2283  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 GW2283
 GW2283  HORZ ORDER  -  THIRD
 GW2283
 GW2283.The horizontal coordinates were established by classical geodetic methods
 GW2283.and adjusted by the National Geodetic Survey in November 1994..
 GW2283
 GW2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 GW2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GW2283
 GW2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2283
 GW2283.The geoid height was determined by GEOID03.
 GW2283
 GW2283;                    North         East     Units Scale Factor Converg.
 GW2283;SPC VA S     - 1,164,913.481 3,383,206.974   MT  0.99997542   -0 48 18.1
 GW2283;SPC VA S     - 3,821,886.98 11,099,738.21   sFT  0.99997542   -0 48 18.1
 GW2283;UTM  17      - 4,185,599.283   603,301.421   MT  0.99973143   +0 43 10.4
 GW2283
 GW2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2283!SPC VA S     -   0.99994604  x   0.99997542  =   0.99992146
 GW2283!UTM  17      -   0.99994604  x   0.99973143  =   0.99967749
 GW2283
 GW2283:                Primary Azimuth Mark                     Grid Az
 GW2283:SPC VA S     -  CLIFTON FORGE RAD WCFV MAST              046 57 31.3
 GW2283:UTM  17      -  CLIFTON FORGE RAD WCFV MAST              045 26 02.8
 GW2283
 GW2283|---------------------------------------------------------------------|
 GW2283| PID    Reference Object                     Distance      Geod. Az  |
 GW2283|                                                           dddmmss.s |
 GW2283| GW2280 CLIFTON FORGE RAD WCFV MAST         APPROX. 1.6 KM 0460913.2 |
 GW2283| GW1550 FORGE AZ MK                         APPROX. 0.7 KM 0680932.9 |
 GW2283| DC3410 FORGE RM 1                           10.002 METERS 08328     |
 GW2283| DC3411 FORGE RM 2                           11.155 METERS 17240     |
 GW2283|---------------------------------------------------------------------|
 GW2283
 GW2283                          SUPERSEDED SURVEY CONTROL
 GW2283
 GW2283  NAD 83(1986)-  37 48 43.01349(N)    079 49 35.13363(W) AD(       ) 3
 GW2283  NAD 27      -  37 48 42.55068(N)    079 49 35.94943(W) AD(       ) 3
 GW2283  NGVD 29 (07/19/86)  376.2    (m)         1234.     (f) VERT ANG       
 GW2283
 GW2283.Superseded values are not recommended for survey control.
 GW2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2283.See file dsdata.txt to determine how the superseded data were derived.
 GW2283
 GW2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB0330185599(NAD 83)
 GW2283_MARKER: DS = TRIANGULATION STATION DISK
 GW2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2283
 GW2283  HISTORY     - Date     Condition        Report By
 GW2283  HISTORY     - 1957     MONUMENTED       CGS
 GW2283  HISTORY     - 1962     GOOD             CGS
 GW2283  HISTORY     - 1964     GOOD             CGS
 GW2283
 GW2283                          STATION DESCRIPTION
 GW2283
 GW2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GW2283'STATION IS LOCATED IN THE SOUTHERN PART OF CLIFTON FORGE
 GW2283'AND ON THE ROAD RIGHT-OF-WAY OVERLOOKING THE CITY TO THE
 GW2283'NORTH.
 GW2283'
 GW2283'STATION, STAMPED FORGE 1957, SET FLUSH WITH THE SURFACE OF
 GW2283'THE GROUND, IS 99 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GW2283'CORNER OF THE HOUSE, 19 FEET NORTH OF THE CENTERLINE OF DIRT
 GW2283'ROAD AND 10 FEET EAST-NORTHEAST OF POWER POLE CF-C3.
 GW2283'
 GW2283'R.M. 1, STAMPED FORGE NO 1 1957, PROJECTS ABOUT 4 INCHES,
 GW2283'IS 42 FEET EAST OF POWER POLE CF-C3, 23 FEET NORTH OF THE
 GW2283'CENTERLINE OF ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 GW2283'STATION.
 GW2283'
 GW2283'R.M. 2, STAMPED FORGE NO 2 1957, PROJECTS ABOUT 4 INCHES,
 GW2283'IS 71 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 GW2283'HOUSE, 32 FEET SOUTH-SOUTHEAST OF POWER POLE CF-C3, 15 FEET
 GW2283'SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET ABOVE
 GW2283'THE ELEVATION OF THE STATION.
 GW2283'
 GW2283'AZIMUTH MARK, STAMPED FORGE 1957, CEMENTED IN A DRILL HOLE
 GW2283'AT THE WEST END OF THE NORTH ABUTMENT OF BRIDGE OVER RIVER
 GW2283'AND RAILROAD TRACKS AND 2.8 FEET NORTH OF THE NORTH END OF
 GW2283'CONCRETE GUARD RAIL.
 GW2283'
 GW2283'TO REACH THE STATION FROM THE FIRE HALL IN CLIFTON FORGE,
 GW2283'GO EAST ON U.S. HIGHWAY 60 AND U.S. HIGHWAY 20 FOR 0.3 MILE
 GW2283'TO WHERE U.S. HIGHWAY 220 TURN RIGHT.  TURN RIGHT, GO WEST
 GW2283'ON U.S. HIGHWAY 220 FOR 0.45 MILE TO VERGE STREET ON THE
 GW2283'RIGHT.  TURN RIGHT, ON VERGE STREET AND THEN IMMEDIATELY RIGHT
 GW2283'ON SINGLE TRACK ROAD SOUTHWEST FOR 0.6 MILE TO THE STATION
 GW2283'ON THE RIGHT.
 GW2283
 GW2283                          STATION RECOVERY (1962)
 GW2283
 GW2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GW2283'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GW2283'TO BE IN GOOD CONDITION.  A STEEL WITNESS POST WAS SET 1
 GW2283'FOOT EAST OF STATION MARK.
 GW2283
 GW2283                          STATION RECOVERY (1964)
 GW2283
 GW2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GW2283'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 GW2283'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION
 GW2283'IS ADEQUATE.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GW2283'WERE TRANSPOSED ON THE 1957 LIST.  THE STATION IS 1.1 FEET
 GW2283'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2395 ***********************************************************************
 GW2395  DESIGNATION -  FORGE AZ MK RESET
 GW2395  PID         -  GW2395
 GW2395  STATE/COUNTY-  VA/ALLEGHANY
 GW2395  USGS QUAD   -  CLIFTON FORGE (1986)
 GW2395
 GW2395                         *CURRENT SURVEY CONTROL
 GW2395  ___________________________________________________________________
 GW2395* NAD 83(1986)-  37 48 50.     (N)    079 49 09.     (W)     SCALED    
 GW2395* NAVD 88     -       334.47   (meters)    1097.3    (feet)  RESET     
 GW2395  ___________________________________________________________________
 GW2395  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 GW2395
 GW2395  VERT ORDER  -  THIRD
 GW2395
 GW2395.The horizontal coordinates were scaled from a topographic map and have
 GW2395.an estimated accuracy of +/- 6 seconds.
 GW2395
 GW2395.The orthometric height was computed from unverified reset data.
 GW2395.No vertical observational check was made to the station.
 GW2395
 GW2395.The geoid height was determined by GEOID03.
 GW2395
 GW2395;                    North         East    Units  Estimated Accuracy
 GW2395;SPC VA S     - 1,165,120.    3,383,850.      MT  (+/- 180 meters Scaled)
 GW2395
 GW2395                          SUPERSEDED SURVEY CONTROL
 GW2395
 GW2395  NGVD 29 (03/21/06)  334.67   (m)         1098.0    (f) RESET       3  
 GW2395
 GW2395.Superseded values are not recommended for survey control.
 GW2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2395.See file dsdata.txt to determine how the superseded data were derived.
 GW2395
 GW2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPB039858(NAD 83)
 GW2395_MARKER: DZ = AZIMUTH MARK DISK
 GW2395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GW2395_SP_SET: SIDEWALK
 GW2395_STAMPING: FORGE RESET 1987
 GW2395_MARK LOGO: NGS   
 GW2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 GW2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GW2395
 GW2395  HISTORY     - Date     Condition        Report By
 GW2395  HISTORY     - 1987     MONUMENTED       VADHT
 GW2395
 GW2395                          STATION DESCRIPTION
 GW2395
 GW2395'DESCRIBED BY VA DEPT HWYS-TRANSP 1987
 GW2395'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 220 FROM THE CITY HALL IN
 GW2395'CLIFTON FORGE, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 GW2395'60 AND 220.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1700 ***********************************************************************
 GV1700  DESIGNATION -  FORGE RM 1
 GV1700  PID         -  GV1700
 GV1700  STATE/COUNTY-  VA/NEW KENT
 GV1700  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1700
 GV1700                         *CURRENT SURVEY CONTROL
 GV1700  ___________________________________________________________________
 GV1700* NAD 83(1986)-  37 26 33.     (N)    077 02 55.     (W)     SCALED    
 GV1700* NAVD 88     -         8.511  (meters)      27.92   (feet)  ADJUSTED  
 GV1700  ___________________________________________________________________
 GV1700  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 GV1700  DYNAMIC HT  -           8.505 (meters)      27.90  (feet)  COMP
 GV1700  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 GV1700
 GV1700  VERT ORDER  -  FIRST     CLASS II
 GV1700
 GV1700.The horizontal coordinates were scaled from a topographic map and have
 GV1700.an estimated accuracy of +/- 6 seconds.
 GV1700
 GV1700.The orthometric height was determined by differential leveling
 GV1700.and adjusted by the National Geodetic Survey in June 1991..
 GV1700
 GV1700.The geoid height was determined by GEOID03.
 GV1700
 GV1700.The dynamic height is computed by dividing the NAVD 88
 GV1700.geopotential number by the normal gravity value computed on the
 GV1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1700.degrees latitude (g = 980.6199 gals.).
 GV1700
 GV1700.The modeled gravity was interpolated from observed gravity values.
 GV1700
 GV1700;                    North         East    Units  Estimated Accuracy
 GV1700;SPC VA S     - 1,124,080.    3,628,430.      MT  (+/- 180 meters Scaled)
 GV1700
 GV1700                          SUPERSEDED SURVEY CONTROL
 GV1700
 GV1700  NGVD 29 (??/??/??)    8.845  (m)           29.02   (f) ADJUSTED    1 2
 GV1700
 GV1700.Superseded values are not recommended for survey control.
 GV1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1700.See file dsdata.txt to determine how the superseded data were derived.
 GV1700
 GV1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG187459(NAD 83)
 GV1700_MARKER: DR = REFERENCE MARK DISK
 GV1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1700_STAMPING: FORGE NO 1 1958
 GV1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1700+STABILITY: SURFACE MOTION
 GV1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV1700+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GV1700
 GV1700  HISTORY     - Date     Condition        Report By
 GV1700  HISTORY     - 1958     MONUMENTED       CGS
 GV1700  HISTORY     - 1976     GOOD             NGS
 GV1700  HISTORY     - 1979     GOOD             NGS
 GV1700  HISTORY     - 1990     GOOD             USPSQD
 GV1700  HISTORY     - 19960419 GOOD             USPSQD
 GV1700  HISTORY     - 20001216 GOOD             USPSQD
 GV1700  HISTORY     - 20010331 GOOD             NGS
 GV1700  HISTORY     - 20050303 GOOD             USPSQD
 GV1700
 GV1700                          STATION DESCRIPTION
 GV1700
 GV1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1700'AT PROVIDENCE FORGE.
 GV1700'0.2 MILE WEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GV1700'HIGHWAY 155.  THE MARK IS 53 FEET SOUTH OF THE CENTERLINE OF
 GV1700'U.S. HIGHWAY 60 EAST BOUND LANE, AND 47 FEET NORTH OF THE
 GV1700'CENTERLINE OF OLD U.S. HIGHWAY 60.  SET IN A TEN INCH SQUARE
 GV1700'CONCRETE POST PROJECTING 2 INCHES.
 GV1700
 GV1700                          STATION RECOVERY (1976)
 GV1700
 GV1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1700'RECOVERED IN GOOD CONDITION.
 GV1700
 GV1700                          STATION RECOVERY (1979)
 GV1700
 GV1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1700'RECOVERED IN GOOD CONDITION.
 GV1700
 GV1700                          STATION RECOVERY (1990)
 GV1700
 GV1700'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1700'RECOVERED IN GOOD CONDITION.
 GV1700
 GV1700                          STATION RECOVERY (1996)
 GV1700
 GV1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1700'RECOVERED IN GOOD CONDITION.
 GV1700
 GV1700                          STATION RECOVERY (2000)
 GV1700
 GV1700'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1700'RECOVERED IN GOOD CONDITION.
 GV1700
 GV1700                          STATION RECOVERY (2001)
 GV1700
 GV1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1700'THIS REPORT WAS SUBMITTED BY TEH US POWER SQUADRONS.
 GV1700
 GV1700                          STATION RECOVERY (2005)
 GV1700
 GV1700'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV1699 ***********************************************************************
 GV1699  DESIGNATION -  FORGE RM 2
 GV1699  PID         -  GV1699
 GV1699  STATE/COUNTY-  VA/NEW KENT
 GV1699  USGS QUAD   -  PROVIDENCE FORGE (1984)
 GV1699
 GV1699                         *CURRENT SURVEY CONTROL
 GV1699  ___________________________________________________________________
 GV1699* NAD 83(1986)-  37 26 33.     (N)    077 02 55.     (W)     SCALED    
 GV1699* NAVD 88     -         8.096  (meters)      26.56   (feet)  ADJUSTED  
 GV1699  ___________________________________________________________________
 GV1699  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 GV1699  DYNAMIC HT  -           8.091 (meters)      26.55  (feet)  COMP
 GV1699  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 GV1699
 GV1699  VERT ORDER  -  FIRST     CLASS II
 GV1699
 GV1699.The horizontal coordinates were scaled from a topographic map and have
 GV1699.an estimated accuracy of +/- 6 seconds.
 GV1699
 GV1699.The orthometric height was determined by differential leveling
 GV1699.and adjusted by the National Geodetic Survey in June 1991..
 GV1699
 GV1699.The geoid height was determined by GEOID03.
 GV1699
 GV1699.The dynamic height is computed by dividing the NAVD 88
 GV1699.geopotential number by the normal gravity value computed on the
 GV1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV1699.degrees latitude (g = 980.6199 gals.).
 GV1699
 GV1699.The modeled gravity was interpolated from observed gravity values.
 GV1699
 GV1699;                    North         East    Units  Estimated Accuracy
 GV1699;SPC VA S     - 1,124,080.    3,628,430.      MT  (+/- 180 meters Scaled)
 GV1699
 GV1699                          SUPERSEDED SURVEY CONTROL
 GV1699
 GV1699  NGVD 29 (??/??/??)    8.441  (m)           27.69   (f) ADJUSTED    1 2
 GV1699
 GV1699.Superseded values are not recommended for survey control.
 GV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV1699.See file dsdata.txt to determine how the superseded data were derived.
 GV1699
 GV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG187459(NAD 83)
 GV1699_MARKER: DR = REFERENCE MARK DISK
 GV1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV1699_STAMPING: FORGE NO 2 1958
 GV1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV1699+STABILITY: SURFACE MOTION
 GV1699
 GV1699  HISTORY     - Date     Condition        Report By
 GV1699  HISTORY     - 1958     MONUMENTED       CGS
 GV1699  HISTORY     - 1976     GOOD             NGS
 GV1699  HISTORY     - 1979     GOOD             NGS
 GV1699  HISTORY     - 1990     POOR             USPSQD
 GV1699  HISTORY     - 19960419 POOR             USPSQD
 GV1699  HISTORY     - 20001216 POOR             USPSQD
 GV1699  HISTORY     - 20010331 POOR             NGS
 GV1699  HISTORY     - 20050303 POOR             USPSQD
 GV1699
 GV1699                          STATION DESCRIPTION
 GV1699
 GV1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GV1699'AT PROVIDENCE FORGE.
 GV1699'0.2 MILE WEST ON U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GV1699'HIGHWAY 155.  THE MARK IS 42 FEET NORTH OF THE NORTH RAIL OF THE
 GV1699'C AND O RAILROAD, 27 FEET SOUTH OF THE CENTERLINE OF OLD U.S.
 GV1699'HIGHWAY 60 AND 48 FEET WEST OF A TELEGRAPH POLE.  SET IN A TEN
 GV1699'INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GV1699
 GV1699                          STATION RECOVERY (1976)
 GV1699
 GV1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GV1699'RECOVERED IN GOOD CONDITION.
 GV1699
 GV1699                          STATION RECOVERY (1979)
 GV1699
 GV1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GV1699'RECOVERED IN GOOD CONDITION.
 GV1699
 GV1699                          STATION RECOVERY (1990)
 GV1699
 GV1699'RECOVERY NOTE BY US POWER SQUADRON 1990 (ARF)
 GV1699'MARK RECOVERED IN POOR CONDITION.
 GV1699
 GV1699                          STATION RECOVERY (1996)
 GV1699
 GV1699'RECOVERY NOTE BY US POWER SQUADRON 1996
 GV1699'MARK RECOVERED IN POOR CONDITION.
 GV1699
 GV1699                          STATION RECOVERY (2000)
 GV1699
 GV1699'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV1699'MARK RECOVERED IN POOR CONDITION.
 GV1699
 GV1699                          STATION RECOVERY (2001)
 GV1699
 GV1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV1699'THIS REPORT WAS SUBMITTED BY TEH US POWER SQUADRONS.
 GV1699
 GV1699                          STATION RECOVERY (2005)
 GV1699
 GV1699'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV1699'MOUMENT LEANING. IT HAS BEEN HIT BY MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX0024 ***********************************************************************
 GX0024  DESIGNATION -  FORK
 GX0024  PID         -  GX0024
 GX0024  STATE/COUNTY-  VA/ALLEGHANY
 GX0024  USGS QUAD   -  JERRYS RUN (1995)
 GX0024
 GX0024                         *CURRENT SURVEY CONTROL
 GX0024  ___________________________________________________________________
 GX0024* NAD 83(1993)-  37 49 07.70597(N)    080 09 09.92608(W)     ADJUSTED  
 GX0024* NAVD 88     -       591.671  (meters)    1941.17   (feet)  ADJUSTED  
 GX0024  ___________________________________________________________________
 GX0024  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 GX0024  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 GX0024  DYNAMIC HT  -         591.179 (meters)    1939.56  (feet)  COMP
 GX0024  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 GX0024
 GX0024  HORZ ORDER  -  SECOND
 GX0024  VERT ORDER  -  FIRST     CLASS II
 GX0024
 GX0024.The horizontal coordinates were established by classical geodetic methods
 GX0024.and adjusted by the National Geodetic Survey in November 1994..
 GX0024
 GX0024.The orthometric height was determined by differential leveling
 GX0024.and adjusted by the National Geodetic Survey in June 1991..
 GX0024
 GX0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX0024
 GX0024.The geoid height was determined by GEOID03.
 GX0024
 GX0024.The dynamic height is computed by dividing the NAVD 88
 GX0024.geopotential number by the normal gravity value computed on the
 GX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GX0024.degrees latitude (g = 980.6199 gals.).
 GX0024
 GX0024.The modeled gravity was interpolated from observed gravity values.
 GX0024
 GX0024;                    North         East     Units Scale Factor Converg.
 GX0024;SPC VA S     - 1,166,128.026 3,354,488.694   MT  0.99997636   -1 00 11.2
 GX0024;SPC VA S     - 3,825,871.70 11,005,518.32   sFT  0.99997636   -1 00 11.2
 GX0024;SPC WV S     -    91,218.796   674,593.065   MT  0.99994592   +0 31 25.5
 GX0024;UTM  17      - 4,186,049.686   574,568.980   MT  0.99966849   +0 31 10.3
 GX0024
 GX0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX0024!SPC VA S     -   0.99991214  x   0.99997636  =   0.99988850
 GX0024!SPC WV S     -   0.99991214  x   0.99994592  =   0.99985806
 GX0024!UTM  17      -   0.99991214  x   0.99966849  =   0.99958066
 GX0024
 GX0024                          SUPERSEDED SURVEY CONTROL
 GX0024
 GX0024  NAD 83(1986)-  37 49 07.70503(N)    080 09 09.94260(W) AD(       ) 2
 GX0024  NAD 27      -  37 49 07.26730(N)    080 09 10.69900(W) AD(       ) 2
 GX0024  NGVD 29 (??/??/92)  591.824  (m)         1941.68   (f) ADJ UNCH    1 2
 GX0024
 GX0024.Superseded values are not recommended for survey control.
 GX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX0024.See file dsdata.txt to determine how the superseded data were derived.
 GX0024
 GX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB7456986050(NAD 83)
 GX0024_MARKER: DE = TRAVERSE STATION DISK
 GX0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GX0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GX0024_STAMPING: FORK 1957
 GX0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX0024
 GX0024  HISTORY     - Date     Condition        Report By
 GX0024  HISTORY     - 1957     MONUMENTED       CGS
 GX0024  HISTORY     - 1958     GOOD             NGS
 GX0024
 GX0024                          STATION DESCRIPTION
 GX0024
 GX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GX0024'THE STATION IS LOCATED ALONG U.S. HIGHWAY 60, ABOUT 9 MILES
 GX0024'WEST OF COVINGTON AND 0.6 MILE NORTH OF BRUSHY MOUNTAIN.  IT
 GX0024'IS ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, 43 PACES WEST
 GX0024'OF A TELEPHONE POLE WITH A FUSE BOX AND 16 PACES NORTH OF THE
 GX0024'EDGE OF A CUT IN THE HIGHWAY.  A STANDARD TRAVERSE DISK STAMPED
 GX0024'FORK 1957 AND BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT
 GX0024'PROJECTS ONE FOOT.
 GX0024'
 GX0024'TO REACH FROM THE POST OFFICE AT COVINGTON--GO WEST ON U.S.
 GX0024'HIGHWAY 60 FOR 9.6 MILES WHITE SULPHUR SPR 9.  CONTINUE AHEAD
 GX0024'FOR 0.1 MILE TO A WIDE AREA ON THE LEFT AT A POINT WHERE
 GX0024'TELEPHONE LINE CROSSES THE HIGHWAY.  THE STATION IS ON THE
 GX0024'HIGH BANK NORTH OF THE ROAD.  TELEPHONE LINE MENTIONED ABOVE
 GX0024'HAS ONE WIRE.
 GX0024
 GX0024                          STATION RECOVERY (1958)
 GX0024
 GX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GX0024'5 MI W FROM CALLAGHAN.
 GX0024'ABOUT 4.95 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF
 GX0024'STATE HIGHWAY 159 AT CALLAGHAN, 0.1 MILE EAST OF A 15-FOOT BRIDGE
 GX0024'OVER A SMALL STREAM, ON TOP OF THE LOWER PART OF A CUT, 55 FEET
 GX0024'(SLOPE MEASUREMENT) NORTH OF CENTER LINE OF HIGHWAY, 35 FEET NORTH
 GX0024'OF THE TOP EDGE OF CUT, 130 FEET WEST OF A POWER POLE WITH A FUSE
 GX0024'BOX AND WHERE THE LINE CROSSES OVER THE HIGHWAY FROM THIS POLE,
 GX0024'ABOUT DUE EAST OF THE HIGHER PART OF THE CUT, 35 YARDS WEST OF
 GX0024'THE EAST END OF LOWER CUT, ABOUT 30 FEET ABOVE THE LEVEL OF THE
 GX0024'HIGHWAY, AND BRAZED ON TOP OF A 2-INCH IRON PIPE PROJECTING 1
 GX0024'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3419 ***********************************************************************
 GA3419  DESIGNATION -  FORK
 GA3419  PID         -  GA3419
 GA3419  STATE/COUNTY-  VA/WISE
 GA3419  USGS QUAD   -  NORTON (1981)
 GA3419
 GA3419                         *CURRENT SURVEY CONTROL
 GA3419  ___________________________________________________________________
 GA3419* NAD 83(1993)-  36 55 15.00797(N)    082 43 30.53477(W)     ADJUSTED  
 GA3419* NAVD 88     -       634.9    (meters)    2083.     (feet)  VERTCON   
 GA3419  ___________________________________________________________________
 GA3419  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 GA3419  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 GA3419
 GA3419  HORZ ORDER  -  SECOND
 GA3419
 GA3419.The horizontal coordinates were established by classical geodetic methods
 GA3419.and adjusted by the National Geodetic Survey in December 1995..
 GA3419
 GA3419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3419
 GA3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3419
 GA3419.The geoid height was determined by GEOID03.
 GA3419
 GA3419;                    North         East     Units Scale Factor Converg.
 GA3419;SPC VA S     - 1,073,620.889 3,123,657.790   MT  0.99997560   -2 33 51.7
 GA3419;SPC VA S     - 3,522,371.20 10,248,200.60   sFT  0.99997560   -2 33 51.7
 GA3419;UTM  17      - 4,087,480.356   346,337.559   MT  0.99989089   -1 02 11.5
 GA3419
 GA3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3419!SPC VA S     -   0.99990519  x   0.99997560  =   0.99988080
 GA3419!UTM  17      -   0.99990519  x   0.99989089  =   0.99979610
 GA3419
 GA3419|---------------------------------------------------------------------|
 GA3419| PID    Reference Object                     Distance      Geod. Az  |
 GA3419|                                                           dddmmss.s |
 GA3419| DB9368 FORK RM 1                             7.385 METERS 04927     |
 GA3419| GA3423 LITTLE STONE MOUNTAIN LOT           APPROX. 2.9 KM 2042723.3 |
 GA3419|---------------------------------------------------------------------|
 GA3419
 GA3419                          SUPERSEDED SURVEY CONTROL
 GA3419
 GA3419  NAD 83(1993)-  36 55 15.00904(N)    082 43 30.53516(W) AD(       ) 2
 GA3419  NAD 83(1986)-  36 55 15.01601(N)    082 43 30.54241(W) AD(       ) 2
 GA3419  NAD 27      -  36 55 14.66951(N)    082 43 30.96049(W) AD(       ) 2
 GA3419  NGVD 29 (07/19/86)  635.0    (m)         2083.     (f) VERT ANG       
 GA3419
 GA3419.Superseded values are not recommended for survey control.
 GA3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3419.See file dsdata.txt to determine how the superseded data were derived.
 GA3419
 GA3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4633887480(NAD 83)
 GA3419_MARKER: DS = TRIANGULATION STATION DISK
 GA3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3419
 GA3419  HISTORY     - Date     Condition        Report By
 GA3419  HISTORY     - 1963     MONUMENTED       CGS
 GA3419
 GA3419                          STATION DESCRIPTION
 GA3419
 GA3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 GA3419'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF NORTON,
 GA3419'2-1/2 MILES EAST OF APPALACHIA ON A POWER LINE RIGHTWAY.
 GA3419'
 GA3419'TO REACH THE STATION FROM THE POST OFFICE IN APPALACHIA,
 GA3419'GO EASTERLY ON U.S. HIGHWAY 23 AND ALT. 58 FOR 4.9 MILES
 GA3419'TO A WOODS ROAD ON THE LEFT, TURN LEFT AND FOLLOW WOODS
 GA3419'UP HILL FOR 0.3 MILE TO A POWER LINE, TURN RIGHT ALONG RIGHT-WAY
 GA3419'FOR 0.1 MILE TO A POWER LINE TOWER AND THE STATION.
 GA3419'
 GA3419'THE STATION MARK IS 67.4 FEET NORTHEAST OF THE NORTHEAST
 GA3419'LEG OF A POWER LINE TOWER AND 4.9 FEET NORTH OF A METAL
 GA3419'WITNESS POST.  IT IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 GA3419'CONCRETE POST, FLUSH AND STAMPED FORK 1963.
 GA3419'
 GA3419'REFERENCE MARK NO. 1 IS 25.3 FEET NORTHEAST OF A METAL WITNESS
 GA3419'POST.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 GA3419'FLUSH AND STAMPED FORK NO 1 1963.
 GA3419'
 GA3419'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3321 ***********************************************************************
 HW3321  DESIGNATION -  FORK MTN
 HW3321  PID         -  HW3321
 HW3321  STATE/COUNTY-  VA/MADISON
 HW3321  USGS QUAD   -  FLETCHER (1979)
 HW3321
 HW3321                         *CURRENT SURVEY CONTROL
 HW3321  ___________________________________________________________________
 HW3321* NAD 83(1993)-  38 28 44.92560(N)    078 24 56.69671(W)     ADJUSTED  
 HW3321* NAVD 88     -      1173.5    (meters)    3850.     (feet)  VERTCON   
 HW3321  ___________________________________________________________________
 HW3321  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 HW3321  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW3321
 HW3321  HORZ ORDER  -  FIRST
 HW3321
 HW3321.The horizontal coordinates were established by classical geodetic methods
 HW3321.and adjusted by the National Geodetic Survey in November 1994..
 HW3321
 HW3321.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3321
 HW3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3321
 HW3321.The geoid height was determined by GEOID03.
 HW3321
 HW3321;                    North         East     Units Scale Factor Converg.
 HW3321;SPC VA N     - 2,090,186.980 3,507,351.200   MT  0.99995129   +0 03 09.3
 HW3321;SPC VA N     - 6,857,555.12 11,507,034.73   sFT  0.99995129   +0 03 09.3
 HW3321;UTM  17      - 4,262,143.882   725,423.562   MT  1.00022584   +1 36 31.2
 HW3321
 HW3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3321!SPC VA N     -   0.99982096  x   0.99995129  =   0.99977226
 HW3321!UTM  17      -   0.99982096  x   1.00022584  =   1.00004676
 HW3321
 HW3321:                Primary Azimuth Mark                     Grid Az
 HW3321:SPC VA N     -  MT MARSHALL                              029 15 35.6
 HW3321:UTM  17      -  MT MARSHALL                              027 42 13.7
 HW3321
 HW3321|---------------------------------------------------------------------|
 HW3321| PID    Reference Object                     Distance      Geod. Az  |
 HW3321|                                                           dddmmss.s |
 HW3321| HW3256 MT MARSHALL                         APPROX.37.8 KM 0291844.9 |
 HW3321| DC3415 FORK MTN RM COPPER BOLT                            09551     |
 HW3321| DC3412 FORK MTN RM 1                         9.144 METERS 13526     |
 HW3321| DC3413 FORK MTN RM 2                         2.195 METERS 16146     |
 HW3321| DC3417 FORK MTN RM WEST                      3.359 METERS 17852     |
 HW3321| HW3320 FORK MTN ATL SEABOARD TOWER          11.111 METERS 20752     |
 HW3321| HW3340 JARMAN 1874                         APPROX.50.5 KM 2144601.1 |
 HW3321| DC3416 FORK MTN RM IN ROCK                                29023     |
 HW3321| DC3414 FORK MTN RM 3                         3.595 METERS 29303     |
 HW3321|---------------------------------------------------------------------|
 HW3321
 HW3321                          SUPERSEDED SURVEY CONTROL
 HW3321
 HW3321  NAD 83(1986)-  38 28 44.93018(N)    078 24 56.70741(W) AD(       ) 1
 HW3321  NAD 27      -  38 28 44.47510(N)    078 24 57.69230(W) AD(       ) 1
 HW3321  NGVD 29 (07/19/86) 1173.7    (m)         3851.     (f) VERT ANG       
 HW3321
 HW3321.Superseded values are not recommended for survey control.
 HW3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3321.See file dsdata.txt to determine how the superseded data were derived.
 HW3321
 HW3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2542462144(NAD 83)
 HW3321_MARKER: B = BOLT
 HW3321_SETTING: 0 = UNSPECIFIED SETTING
 HW3321
 HW3321  HISTORY     - Date     Condition        Report By
 HW3321  HISTORY     - 1874     MONUMENTED       CGS
 HW3321  HISTORY     - 1932     SEE DESCRIPTION  CGS
 HW3321  HISTORY     - 1932     GOOD             CGS
 HW3321  HISTORY     - 1954     GOOD             USE
 HW3321  HISTORY     - 1957     GOOD             CGS
 HW3321  HISTORY     - 1965     GOOD             CGS
 HW3321
 HW3321                          STATION DESCRIPTION
 HW3321
 HW3321'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (ATM)
 HW3321'TO REACH THE STATION TAKE STAGE FROM GORDONSVILLE TO MADISON
 HW3321'COURTHOUSE AND THENCE TO CRIGLERSVILLE BY PRIVATE CONVEYANCE.
 HW3321'ABOUT 1 MILE W OF CRIGLERSVILLE TAKE ROAD OVER CHAPMANS
 HW3321'MOUNTAIN INTO THE VALLEY OF THE RAPIDAN RIVER.  THE ROAD THEN
 HW3321'FOLLOWS THIS VALLEY ABOUT 6 MILES TO MR. BROYLES HOUSE.  FROM
 HW3321'BROYLES FOLLOW THE ROAD BUILT BY ME TO THE CAMPING GROUND ON
 HW3321'THE SAGS, ABOUT 4 MILES, ROAD VERY PLAIN.  FROM THE SAGS TO THE
 HW3321'TOP IS A PATH, DISTANCE ABOUT 3/4 MILE, HEIGHT ABOVE SAGS
 HW3321'AT CAMPING GROUND 591 FEET.  THE TOP OF THE MOUNTAIN IS SMALL
 HW3321'AND HAS BEEN ENTIRELY CLEARED.  HEIGHT ABOVE SEA LEVEL ABOUT
 HW3321'3,900 FEET.
 HW3321'
 HW3321'THE STATION IS ON A SMALL ROCK WHICH RISES ABOUT 1 FOOT ABOVE
 HW3321'THE SURROUNDING GROUND.  CENTER IS MARKED BY A COPPER BOLT
 HW3321'WITH A CROSS, SECURED BY LEAD.  LENGTH OF BOLT 5 INCHES.
 HW3321'DIAMETER 1/2 INCH.  AS THE ROCK WAS TOO SMALL FOR THE STAND,
 HW3321'PIERS OF MASON WORK (STONE AND CEMENT) WERE BUILT WITH SOLID
 HW3321'FOUNDATIONS RISING 1 INCH ABOVE FLOOR.  ON THESE PIERS WERE
 HW3321'SET, IN CEMENT, THE LEGS OF THE TRIPOD STAND (ADJUSTABLE POINTS
 HW3321'REMOVED) 14-INCH THEODOLITE, COAST SURVEY NO. 10.
 HW3321'
 HW3321'FOUR LIMESTONE POSTS 2-1/2 FEET LONG WITH FACED TOPS 5 X 5
 HW3321'INCHES WERE SET, TWO N AND S AND TWO E AND W (TRUE) EACH 7
 HW3321'FEET DISTANT FROM THE CENTER.  ON TOP OF EACH POST IS CUT
 HW3321'A CROSS IN THE DIRECTION OF THE DIAGONALS OF THE SQUARE TOP,
 HW3321'1/4 INCH DEEP.  ONE LINE OF THE CROSS TERMINATES IN AN ARROW
 HW3321'POINT TO THE STATION.  THE EARTH IS PACKED TO THE TOP OF
 HW3321'EACH POST IN THE FORM OF A MOUND, AND THE SURFACE SODDED.
 HW3321'
 HW3321'THE POINT WAS ADDITIONALLY MARKED BY CUTTING A CIRCLE IN THE
 HW3321'ROCK, SIX INCHES IN DIAMETER AND HALF AN INCH DEEP, AROUND THE
 HW3321'COPPER BOLT WHICH MARKS THE CENTER.
 HW3321'
 HW3321'A TRIANGLE WITH A DRILLED HOLE IN ITS CENTER IS CUT ON THE SIDE
 HW3321'OF A ROCK WHICH CROPS OUT TO THE HEIGHT OF ABOUT 5 FEET IN
 HW3321'A WNW DIRECTION FROM THE STATION.  DISTANCE FROM TRIANGULATION
 HW3321'STATION TO TRIANGLE 17 FEET, ANGLE BETWEEN PEAKED AND TRIANGLE 37 DEG
 HW3321'14 MIN.
 HW3321
 HW3321                          STATION RECOVERY (1932)
 HW3321
 HW3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 HW3321'THIS IS AN OLD EASTERN OBLIQUE ARC MAIN SCHEME STATION OF THE
 HW3321'COAST SURVEY.  IT IS ON THE SUMMIT OF FORK MOUNTAIN IN THE BLUE
 HW3321'RIDGE MOUNTAINS AT THE HEAD OF THE RAPIDAN RIVER, ABOUT 6 MILES
 HW3321'A LITTLE N OF W OF CRIGLERSVILLE, AND 11 MILES NW OF MADISON
 HW3321'COURTHOUSE.
 HW3321'
 HW3321'OLD STATION MARK HAS BEEN REPLACED WITH A U.S.G.S. BRONZE
 HW3321'DISK UNDER THE E SIDE OF THE TOWER PUT IN OLD DRILL HOLE AND
 HW3321'STAMPED T.T. STA. NO. 4 W 1929.  ONLY ONE OF THE ORIGINAL FOUR
 HW3321'LIMESTONE POST REFERENCES REMAIN AND IT IS OUT OF PLACE.  A COPPER
 HW3321'BOLT SUNK FLUSH WITH ROCK S 84 DEG E AND 12.11 FEET DISTANT FROM
 HW3321'STATION WAS FOUND.  ANOTHER REFERENCE, A TRIANGLE CUT IN THE
 HW3321'SIDE OF LARGE BOULDER, WITH DRILL HOLE IN CENTER WAS FOUND, N
 HW3321'70 DEG W AND 17.13 FEET FROM STATION.  BOTH OF THESE REFERENCE
 HW3321'MARKS CHECK POSITION OF STATION.
 HW3321'
 HW3321'TO REACH FROM MADISON COURTHOUSE, TAKE HIGHWAY 29 N ABOUT 1
 HW3321'MILE AND TURN LEFT ON HIGHWAY 16 TO CRIGLERSVILLE.  FOLLOW
 HW3321'THIS 4.9 MILES OR 0.1 MILE BEYOND ROBINSON RIVER CROSSING, AND
 HW3321'KEEP LEFT ON HIGHWAY 16 AT PAVED T-ROAD JUNCTION.  PROCEED
 HW3321'0.5 MILE AND TAKE HIGHWAY 705 LEFT AT JUNCTION WITH HIGHWAY
 HW3321'16.  CONTINUE 1.8 MILES OR 0.7 MILE BEYOND (N) SHILOH BAPTISH
 HW3321'CHURCH AT CRIGLERSVILLE, AND TURN LEFT ACROSS BRIDGE AT END
 HW3321'OF STATE MAINTENANCE SIGN.  FOLLOW THIS MAIN ROAD UP THE
 HW3321'MOUNTAIN 8.7 MILES TO ITS END AT HOOVERS CAMP.  FROM HERE KEEP
 HW3321'STRAIGHT AHEAD ON BROAD TRAIL LEADING W ON FOOT FOR ABOUT 1/2
 HW3321'MILE AND TAKE LEFT FORK OF TRAILS ABOUT 200 FEET PAST A
 HW3321'WIRE GATE.  THERE IS A POST WITH LETTERS H AT THIS
 HW3321'FORK AND A U.S.G.S. B.M. ELEV. 2646 IN FORKS.  PROCEED
 HW3321'ON THIS LEFT FORK ACROSS A CREEK IN A SHORT DISTANCE AND
 HW3321'ABOUT ANOTHER 1/2 MILE AND TAKE LEFT FORK AGAIN.  THERE ARE TWO
 HW3321'LETTERS H ON TREES HERE AND AN IRREGULAR TRIANGLE BLAZE ON
 HW3321'TREE IN V OF FORKS.  KEEP THIS LEFT TRAIL ON UP TO SADDLE
 HW3321'WITH FORK MOUNTAIN ON LEFT.  SADDLE IS ABOUT 1/2 MILE
 HW3321'DISTANT AND 450 FEET IN ELEVATION ABOVE LAST FORKS.
 HW3321'CROSS OVER SADDLE ABOUT 100 YARDS BEYOND ANOTHER LETTER H
 HW3321'AND TAKE LEFT FORK TOWARD MOUNTAIN AT ARROW FIRE TOWER.  THERE
 HW3321'IS A U.S.G.S. ELEVATION 3,343 FEET HERE.  SUMMIT IS ABOUT
 HW3321'ANOTHER 1/2 MILE AND 500-FOOT CLIMB FROM SADDLE.  THERE
 HW3321'IS A FIRE TOWER ON TOP.
 HW3321'
 HW3321'A 4-FOOT STAND WILL SUFFICE, WITH SOME CLEARING TOWARD PETERS
 HW3321'MOUNTAIN AND VERY LITTLE FOR CLARK OR LOST MOUNTAIN.  LEGS OF
 HW3321'FOREST TOWER CLEAR O.K.  REQUIRED NEW REFERENCE MARKS.  THE TOTAL
 HW3321'CLIMB BY FOOT FROM HOOVERS CAMP IS ABOUT 1-1/2 MILES AND 1,300
 HW3321'FEET ELEVATION.  ONE HOUR EMPTY AND 1-1/2 HOURS LOADED EASILY.
 HW3321
 HW3321                          STATION RECOVERY (1932)
 HW3321
 HW3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDH)
 HW3321'STATION RECOVERED AS DESCRIBED BY L.G. SIMMONS IN 1932.  TWO
 HW3321'REFERENCES WERE RECOVERED AND CHECKED THE POSITION OF THE STATION.
 HW3321'ONE OF THESE REFERENCES IS A COPPER BOLT SUNK FLUSH WITH ROCK
 HW3321'S 84 DEG E AND 12.00 FEET DISTANT FROM THE STATION, THE OTHER
 HW3321'REFERENCE IS A DRILL HOLE IN THE CENTER OF A TRIANGULAR CUT
 HW3321'IN THE SIDE OF A LARGE BOULDER N 70 DEG W AND 17.13 FEET FROM
 HW3321'THE STATION, THE STATION MARK WAS A STANDARD U.S.G.S. DISK
 HW3321'STAMPED T.T. STA. NO. 4 W 1929.
 HW3321'
 HW3321'THE STAND WAS SET ECCENTRIC DUE TO THE LACK OF LUMBER IN ORDER
 HW3321'TO MAKE THE STAND SUFFICIENTLY RIGID ON THE ROCK WHERE THE
 HW3321'STATION IS LOCATED.  THERE WERE THREE REFERENCE MARKS ESTABLISHED.
 HW3321'THE TWO NEAR MARKS WERE MEASURED BOTH FROM THE TRUE STATION AND
 HW3321'THE ECCENTRIC STATION.  THE ECCENTRIC STATION IS A TWO BY FOUR
 HW3321'WITH A COPPER NAIL IN THE TOP.
 HW3321'
 HW3321'REFERENCE MARK NO. 1 IS ABOUT 100 YARDS SSE OF THE STATION IN
 HW3321'THE TOP OF AND AT E END OF A LARGE ROCK ON THE E SIDE OF FORK
 HW3321'MOUNTAIN.
 HW3321'
 HW3321'REFERENCE MARK NO. 2 IS 4.35 METERS FROM THE ECCENTRIC STATION
 HW3321'SET IN THE SE FOOTING OF THE FIRE TOWER.  THIS REFERENCE MARK IS
 HW3321'2.15 METERS FROM THE TRUE STATION.
 HW3321'
 HW3321'REFERENCE MARK NO. 3 IS SET IN THE NW FOOTING OF THE FIRE TOWER.
 HW3321'IT IS 8.90 METERS FROM THE ECCENTRIC STATION AND 3.55 METERS
 HW3321'FROM THE TRUE STATION.  ALL THESE THREE NEW REFERENCE MARKS
 HW3321'ARE STAMPED FORK MT. 1932.
 HW3321
 HW3321                          STATION RECOVERY (1954)
 HW3321
 HW3321'RECOVERY NOTE BY US ENGINEERS 1954
 HW3321'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 HW3321'CONDITION.  SEVERAL CHANGES HAVE BEEN MADE AT THE STATION
 HW3321'SITE.  THE FIRE TOWER HAS BEEN DISMANTLED AND REMOVED LEAVING
 HW3321'THE CONCRETE FOOTINGS.  TWO RADIO INSTALLATIONS HAVE BEEN
 HW3321'ESTABLISHED ON THE SUMMIT.  THE STATION IS NOW BETWEEN THE
 HW3321'E FOOTINGS OF THE DISMANTLED FIRE TOWER, E OF A FENCE ENCLOSING
 HW3321'A STEEL RADIO TOWER AND SUBSTATION, AND N OF A WOOD ANTENNA
 HW3321'POLE AND SUBSTATION.
 HW3321'
 HW3321'TO REACH THE STATION FROM THE MEADOWS ON SKYLINE DRIVE, GO E
 HW3321'ON THE GRAVELED ROAD LEADING DOWN RAPIDAN RIVER TO CRIGLERVILLE
 HW3321'FOR ABOUT 1.3 MI. TO A GATE (KEY TO THIS GATE AND LOWER GATE CAN
 HW3321'BE OBTAINED FROM THE RANGER STATION AT THE MEADOWS), CONTINUE
 HW3321'ON A GRAVELED ROAD DOWN SWITCHBACKS FOR 4.6 MI. TO A SECOND
 HW3321'GATE JUST ABOVE FORKS OF THE ROAD TO THE RIGHT (S) TO THE
 HW3321'PRESIDENTS CAMP ON UPPER RAPIDAN RIVER NOW USED DURING THE
 HW3321'SUMMERS BY THE BOY SCOUTS.  FOR TRUCK ROUTE FROM THIS POINT,
 HW3321'CONTINUE DOWN A GRAVEL ROAD ALONG RAPIDAN RIVER FOR ABOUT 1.8
 HW3321'MI. TO A BRIDGE OVER THE RIVER, CONTINUE DOWN THE ROAD FOR
 HW3321'ABOUT 0.7 MI. TO AN OLD WOODEN SHACK ON THE RIGHT (S) AND FORKS
 HW3321'OF A FIRE TRAIL ROAD TO THE RIGHT ABOUT 50 YD. ABOVE A
 HW3321'SECOND BRIDGE OVER THE RIVER, TURN RIGHT (SE) ON A GRADED
 HW3321'FIRE TRAIL ROAD AROUND THE E AND S FLANKS OF A MOUNTAIN
 HW3321'CLIMBING TO A SADDLE JUST S OF FORK MOUNTAIN KNOWN AS THE
 HW3321'SAG.  AT THIS POINT, AN OLD ABANDONED TRUCK ROAD FROM
 HW3321'THE PRESIDENTS CAMP JOINS THE PRESENT TRUCK ROAD ON THE
 HW3321'LEFT (W) SIDE.  SIGNPOST AT THIS POINT INDICATES 0.8 MILE
 HW3321'TO FORK MT. STRAIGHT UP A STEEP GRADE (N) AND ALSO 3.5
 HW3321'MILES TO RAPIDAN ROAD BACK DOWN THE PRESENT FIRE TRAIL
 HW3321'ROAD, CONTINUE UPHILL TO THE N TO THE SUMMIT OF FORK
 HW3321'MOUNTAIN IN THE DIRECTION INDICATED BY THE SIGN.  A BIG BOULDER
 HW3321'IN THIS LAST STRETCH OF ROAD MAY PREVENT TAKING A TRUCK UP
 HW3321'THE LAST 500 FT. TO THE SUMMIT.
 HW3321'
 HW3321'STATION CAN BE REACHED ON FOOT FROM THE PRESIDENTS CAMP OVER
 HW3321'THE OLD TRUCK ROAD DESCRIBED IN THE RECOVERY NOTE OF 1932 FOR
 HW3321'A DISTANCE OF ABOUT 2 MI., CLIMBING TIME ABOUT ONE HOUR WITHOUT
 HW3321'A LOAD.  FROM THE PRESIDENTS CAMP BEAR LEFT AT ALL TRAIL FORKS
 HW3321'AND FOLLOW THE SIGNS INDICATING THE DIRECTION TO FORK MOUNTAIN.
 HW3321
 HW3321                          STATION RECOVERY (1957)
 HW3321
 HW3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3321'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HW3321'IN GOOD CONDITION.
 HW3321'
 HW3321'A DISCREPANCY WAS FOUND IN THE MEASUREMENTS TO REFERENCE MARKS
 HW3321'NO. 2 AND NO. 3.
 HW3321'
 HW3321'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 HW3321'
 HW3321'TO REACH FROM THE ELEMENTARY SCHOOL IN CRIGLERSVILLE, GO NORTHWEST
 HW3321'ON COUNTY ROUTE 670 FOR 0.75 MILE TO A ROAD ON THE LEFT,
 HW3321'AT SIGN HOOVER CAMP, TURN LEFT, CROSS BRIDGE AND GO WEST ON
 HW3321'COUNTY ROUTE 649 FOR 1.7 MILES TO THE END OF BLACKTOP, CONTINUE
 HW3321'STRAIGHT AHEAD FOR 0.9 MILE TO THE SHENANDOAH NATIONAL PARK
 HW3321'BOUNDARY, CONTINUE ON 1.2 MILES TO ROAD FORKS, KEEP RIGHT FORK
 HW3321'DOWNHILL AND GO 0.6 MILE, WHERE A TRAIL COMES IN FROM THE LEFT,
 HW3321'CONTINUE ON 1.3 MILES TO A BRIDGE OVER THE RAPIDAN RIVER,
 HW3321'CROSS BRIDGE AND GO 0.05 MILE TO A ROAD ON THE LEFT AT A SMALL
 HW3321'SHED ON THE LEFT, TURN SHARP LEFT, BEGIN CLIMB UP THE
 HW3321'MOUNTAIN FOR 3.2 MILES TO A SMALL STREAM CROSSING THE ROAD,
 HW3321'CROSS STREAM AND CONTINUE UP MOUNTAIN FOR 0.9 MILE TO A DIM
 HW3321'TRAIL ON THE LEFT LEADING TO THE HOOVER CAMP, CONTINUE
 HW3321'STRAIGHT AHEAD, UP HILL FOR 0.8 MILE TO THE TOP OF MOUNTAIN
 HW3321'AND THE STATION 36.5 FEET SOUTHEAST OF THE CENTER OF THE
 HW3321'ATLANTIC SEABOARD COMPANY MICROWAVE TOWER.
 HW3321'
 HW3321'NOTE--THE LOOKOUT TOWER HAS BEEN REMOVED BUT THE CEMENT
 HW3321'FOUNDATIONS FOR THE LEGS ARE STILL IN GOOD CONDITION.
 HW3321
 HW3321                          STATION RECOVERY (1965)
 HW3321
 HW3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3321'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1957
 HW3321'BY F.A.R.  THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE
 HW3321'DIRECTIONS COULD NOT BE CHECKED DUE TO THEIR CLOSE PROXIMITY AND
 HW3321'A LARGE AMOUNT OF CLEARING TO REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3320 ***********************************************************************
 HW3320  DESIGNATION -  FORK MTN ATL SEABOARD TOWER
 HW3320  PID         -  HW3320
 HW3320  STATE/COUNTY-  VA/MADISON
 HW3320  USGS QUAD   -  FLETCHER (1979)
 HW3320
 HW3320                         *CURRENT SURVEY CONTROL
 HW3320  ___________________________________________________________________
 HW3320* NAD 83(1993)-  38 28 44.60705(N)    078 24 56.91095(W)     ADJUSTED  
 HW3320* NAVD 88     -                                                        
 HW3320  ___________________________________________________________________
 HW3320  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 HW3320  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HW3320
 HW3320  HORZ ORDER  -  THIRD
 HW3320
 HW3320.The horizontal coordinates were established by classical geodetic methods
 HW3320.and adjusted by the National Geodetic Survey in November 1994..
 HW3320
 HW3320
 HW3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3320
 HW3320.The geoid height was determined by GEOID03.
 HW3320
 HW3320;                    North         East     Units Scale Factor Converg.
 HW3320;SPC VA N     - 2,090,177.153 3,507,346.016   MT  0.99995129   +0 03 09.2
 HW3320;SPC VA N     - 6,857,522.88 11,507,017.72   sFT  0.99995129   +0 03 09.2
 HW3320;UTM  17      - 4,262,133.915   725,418.646   MT  1.00022581   +1 36 31.1
 HW3320
 HW3320                          SUPERSEDED SURVEY CONTROL
 HW3320
 HW3320  NAD 83(1986)-  38 28 44.61114(N)    078 24 56.92094(W) AD(       ) 4
 HW3320  NAD 27      -  38 28 44.15600(N)    078 24 57.90700(W) AD(       ) 3
 HW3320
 HW3320.Superseded values are not recommended for survey control.
 HW3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3320.See file dsdata.txt to determine how the superseded data were derived.
 HW3320
 HW3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2541962134(NAD 83)
 HW3320_MARKER: 45 = MICROWAVE TOWER
 HW3320
 HW3320  HISTORY     - Date     Condition        Report By
 HW3320  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3320
 HW3320                          STATION DESCRIPTION
 HW3320
 HW3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR)
 HW3320'THE STATION IS ON THE SUMMIT OF FORT MOUNTAIN, AT THE HEAD
 HW3320'OF THE RAPIDAN RIVER, ABOUT 6 MILES WEST-NORTHWEST OF CRIGLERSVILLE,
 HW3320'11 MILES NORTHWEST OF MADISON AND ON THE PROPERTY OWNED
 HW3320'BY THE ATLANTIC SEABOARD COMPANY, WHOSE OFFICE FOR THIS
 HW3320'DISTRICT IS IN FALLS CHURCH.
 HW3320'
 HW3320'THE STATION IS THE CENTER OF THE BASE OF THE ATLANTIC SEABOARD
 HW3320'COMPANY MICROWAVE TOWER, A FOUR-LEGGED STEEL STRUCTURE ABOUT
 HW3320'90 FEET IN HEIGHT.
 HW3320'
 HW3320'TO REACH FROM THE ELEMENTARY SCHOOL IN CRIGLERSVILLE, GO NORTHWEST
 HW3320'ON COUNTY ROUTE 670 FOR 0.75 MILE TO A ROAD ON THE LEFT,
 HW3320'AT SIGN HOOVER CAMP, TURN LEFT, CROSS BRIDGE AND GO WEST ON
 HW3320'COUNTY ROUTE 649 FOR 1.7 MILES TO THE END OF BLACKTOP, CONTINUE
 HW3320'STRAIGHT AHEAD FOR 0.9 MILE TO THE SHENANDOAH NATIONAL PARK
 HW3320'BOUNDARY, CONTINUE ON 1.2 MILES TO ROAD FORKS, KEEP RIGHT FORK
 HW3320'DOWNHILL AND GO 0.6 MILE, WHERE A TRAIL COMES IN FROM THE LEFT,
 HW3320'CONTINUE ON 1.3 MILES TO A BRIDGE OVER THE RAPIDAN RIVER,
 HW3320'CROSS BRIDGE AND GO 0.05 MILE TO A ROAD ON THE LEFT AT A SMALL
 HW3320'SHED ON THE LEFT, TURN SHARP LEFT, BEGIN CLIMB UP THE
 HW3320'MOUNTAIN FOR 3.2 MILES TO A SMALL STREAM CROSSING THE ROAD,
 HW3320'CROSS STREAM AND CONTINUE UP MOUNTAIN FOR 0.9 MILE TO A DIM
 HW3320'TRAIL ON THE LEFT LEADING TO THE HOOVER CAMP, CONTINUE
 HW3320'STRAIGHT AHEAD, UP HILL FOR 0.8 MILE TO THE TOP OF MOUNTAIN
 HW3320'AND STATION FORK MOUNTAIN 36.5 FEET SOUTHEAST OF THE CENTER OF THE
 HW3320'ATLANTIC SEABOARD COMPANY MICROWAVE TOWER.
 HW3320'
 HW3320'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HW3320'FORT MT. 1874, DISTANCE BEING 36.48 FEET (11.119 M.) SOUTHWEST
 HW3320'OF STATION FORT MT. 1874.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3275 ***********************************************************************
 HW3275  DESIGNATION -  FORK MTN AZ MK
 HW3275  PID         -  HW3275
 HW3275  STATE/COUNTY-  VA/MADISON
 HW3275  USGS QUAD   -  BIG MEADOWS (1994)
 HW3275
 HW3275                         *CURRENT SURVEY CONTROL
 HW3275  ___________________________________________________________________
 HW3275* NAD 83(1993)-  38 30 47.00653(N)    078 26 17.97090(W)     ADJUSTED  
 HW3275* NAVD 88     -      1071.9    (meters)    3517.     (feet)  VERTCON   
 HW3275  ___________________________________________________________________
 HW3275  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 HW3275  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HW3275
 HW3275  HORZ ORDER  -  SECOND
 HW3275
 HW3275.The horizontal coordinates were established by classical geodetic methods
 HW3275.and adjusted by the National Geodetic Survey in November 1994..
 HW3275
 HW3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3275
 HW3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3275
 HW3275.The geoid height was determined by GEOID03.
 HW3275
 HW3275;                    North         East     Units Scale Factor Converg.
 HW3275;SPC VA N     - 2,093,949.589 3,505,378.818   MT  0.99995004   +0 02 18.6
 HW3275;SPC VA N     - 6,869,899.61 11,500,563.67   sFT  0.99995004   +0 02 18.6
 HW3275;UTM  17      - 4,265,852.520   723,349.134   MT  1.00021437   +1 35 44.9
 HW3275
 HW3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3275!SPC VA N     -   0.99983691  x   0.99995004  =   0.99978696
 HW3275!UTM  17      -   0.99983691  x   1.00021437  =   1.00005125
 HW3275
 HW3275|---------------------------------------------------------------------|
 HW3275| PID    Reference Object                     Distance      Geod. Az  |
 HW3275|                                                           dddmmss.s |
 HW3275| DC3412 FORK MTN RM 1                        10.622 METERS 04944     |
 HW3275| DC3413 FORK MTN RM 2                         9.290 METERS 13218     |
 HW3275| HW3320 FORK MTN ATL SEABOARD TOWER         APPROX. 4.3 KM 1522952.8 |
 HW3275|---------------------------------------------------------------------|
 HW3275
 HW3275                          SUPERSEDED SURVEY CONTROL
 HW3275
 HW3275  NAD 83(1986)-  38 30 47.01118(N)    078 26 17.98142(W) AD(       ) 2
 HW3275  NAD 27      -  38 30 46.55770(N)    078 26 18.96380(W) AD(       ) 2
 HW3275  NGVD 29 (07/19/86) 1072.0    (m)         3517.     (f) VERT ANG       
 HW3275
 HW3275.Superseded values are not recommended for survey control.
 HW3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3275.See file dsdata.txt to determine how the superseded data were derived.
 HW3275
 HW3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC2334965853(NAD 83)
 HW3275_MARKER: DZ = AZIMUTH MARK DISK
 HW3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3275
 HW3275  HISTORY     - Date     Condition        Report By
 HW3275  HISTORY     - 1959     MONUMENTED       CGS
 HW3275
 HW3275                          STATION DESCRIPTION
 HW3275
 HW3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 HW3275'STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF BIG MEADOWS
 HW3275'AND ABOUT 1/3 MILE EAST OF THE SKYLINE DRIVE ALONG THE SOUTH
 HW3275'RIGHT OF WAY OF A GRAVEL ROAD.  STATION IS 19 FEET SOUTHWEST
 HW3275'OF THE APPROXIMATE CENTER OF ROAD, 12 FEET SOUTHEAST OF A
 HW3275'6 INCH PINE TREE AND 2 FEET NORTHEAST OF WITNESS POST.  THE MARK
 HW3275'IS A STANDARD AZIMUTH MARK DISK SET IN A 12 X 12 INCH CONCRETE
 HW3275'POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FORK
 HW3275'MT 1959.
 HW3275'
 HW3275'TO REACH STATION FROM MILE POST NO. 51 NEAR BIG MEADOWS ON
 HW3275'THE SKYLINE DRIVE, GO SOUTH FOR 0.25 MILE TO GRAVEL ROAD LEFT.
 HW3275'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION
 HW3275'ON THE RIGHT AS DESCRIBED.
 HW3275'
 HW3275'REFERENCE MARK NO. 1 IS 16 FEET NORTHEAST OF THE CENTER OF
 HW3275'GRAVEL ROAD.  THE MARK IS A STANDARD DISK SET IN A 12 X 12
 HW3275'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND THE
 HW3275'DISK IS STAMPED FORK MT AZI NO 1 1959.
 HW3275'
 HW3275'REFERENCE MARK NO. 2 IS 18.5 FEET SOUTHWEST OF THE CENTER OF
 HW3275'GRAVEL ROAD.  THE MARK IS A STANDARD DISK SET IN A 12 X 12
 HW3275'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND THE
 HW3275'DISK IS STAMPED FORK MT AZI NO 2 1959.
 HW3275'
 HW3275'THE DISTANCE BETWEEN REFERENCE MARKS IS 13.180 METERS OR 43.24
 HW3275'FEET.
 HW3275'
 HW3275'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2301 ***********************************************************************
 GW2301  DESIGNATION -  FORK UNION MILITARY ACADEMY TK
 GW2301  PID         -  GW2301
 GW2301  STATE/COUNTY-  VA/FLUVANNA
 GW2301  USGS QUAD   -  PALMYRA (1974)
 GW2301
 GW2301                         *CURRENT SURVEY CONTROL
 GW2301  ___________________________________________________________________
 GW2301* NAD 83(1993)-  37 45 39.93393(N)    078 15 34.80921(W)     ADJUSTED  
 GW2301* NAVD 88     -                                                        
 GW2301  ___________________________________________________________________
 GW2301  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GW2301  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2301
 GW2301  HORZ ORDER  -  THIRD
 GW2301
 GW2301.The horizontal coordinates were established by classical geodetic methods
 GW2301.and adjusted by the National Geodetic Survey in November 1994..
 GW2301
 GW2301
 GW2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2301
 GW2301.The geoid height was determined by GEOID03.
 GW2301
 GW2301;                    North         East     Units Scale Factor Converg.
 GW2301;SPC VA S     - 1,158,475.492 3,521,176.459   MT  0.99996894   +0 08 45.1
 GW2301;SPC VA S     - 3,800,765.01 11,552,393.10   sFT  0.99996894   +0 08 45.1
 GW2301;UTM  17      - 4,182,844.867   741,395.370   MT  1.00031779   +1 40 44.1
 GW2301
 GW2301                          SUPERSEDED SURVEY CONTROL
 GW2301
 GW2301  NAD 83(1986)-  37 45 39.94390(N)    078 15 34.82630(W) AD(       ) 4
 GW2301  NAD 27      -  37 45 39.43500(N)    078 15 35.81400(W) AD(       ) 3
 GW2301
 GW2301.Superseded values are not recommended for survey control.
 GW2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2301.See file dsdata.txt to determine how the superseded data were derived.
 GW2301
 GW2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4139582845(NAD 83)
 GW2301_MARKER: 53 = ELEVATED TANK
 GW2301
 GW2301  HISTORY     - Date     Condition        Report By
 GW2301  HISTORY     - 1941     FIRST OBSERVED   CGS
 GW2301  HISTORY     - 1962     GOOD             CGS
 GW2301  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 GW2301  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 GW2301
 GW2301                          STATION DESCRIPTION
 GW2301
 GW2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2301'THE STATION IS THE FINIAL ON TOP OF THE FORK UNION MILITARY
 GW2301'ACADEMY WATER STORAGE TANK LOCATED IN THE SE CORNER OF THE SCHOOL
 GW2301'GROUNDS.  IT IS A FOUR-LEGGED WOODEN STRUCTURE APPROXIMATELY 50
 GW2301'FEET HIGH AND PAINTED SILVER COLOR.  AN INTERSECTION STATION.
 GW2301
 GW2301                          STATION RECOVERY (1962)
 GW2301
 GW2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 GW2301'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE
 GW2301'IN GOOD CONDITION.  THE STATION IS IS FLUVANNA COUNTY AND NOT
 GW2301'CUMBERLAND COUNTY.  THE WOODEN WATER TANK NEAR STATION HAS BEEN
 GW2301'REPLACED BY A LARGER STEEL TANK.
 GW2301
 GW2301                          STATION RECOVERY (1998)
 GW2301
 GW2301'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2301'MARK NOT FOUND.
 GW2301
 GW2301                          STATION RECOVERY (2003)
 GW2301
 GW2301'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8416 ***********************************************************************
 HV8416  DESIGNATION -  FORR
 HV8416  PID         -  HV8416
 HV8416  STATE/COUNTY-  VA/FAIRFAX
 HV8416  USGS QUAD   -  ANNANDALE (1994)
 HV8416
 HV8416                         *CURRENT SURVEY CONTROL
 HV8416  ___________________________________________________________________
 HV8416* NAD 83(1993)-  38 47 23.85641(N)    077 14 29.32233(W)     ADJUSTED  
 HV8416* NAVD 88     -       110.2    (meters)     362.     (feet)  VERTCON   
 HV8416  ___________________________________________________________________
 HV8416  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HV8416  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HV8416
 HV8416  HORZ ORDER  -  SECOND
 HV8416
 HV8416.The horizontal coordinates were established by classical geodetic methods
 HV8416.and adjusted by the National Geodetic Survey in November 1994..
 HV8416
 HV8416.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8416
 HV8416.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8416
 HV8416.The geoid height was determined by GEOID03.
 HV8416
 HV8416;                    North         East     Units Scale Factor Converg.
 HV8416;SPC VA N     - 2,125,434.325 3,609,334.213   MT  0.99995290   +0 47 07.7
 HV8416;SPC VA N     - 6,973,195.78 11,841,624.00   sFT  0.99995290   +0 47 07.7
 HV8416;UTM  18      - 4,295,854.915   305,323.123   MT  1.00006671   -1 24 16.8
 HV8416
 HV8416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8416!SPC VA N     -   0.99998772  x   0.99995290  =   0.99994062
 HV8416!UTM  18      -   0.99998772  x   1.00006671  =   1.00005443
 HV8416
 HV8416                          SUPERSEDED SURVEY CONTROL
 HV8416
 HV8416  NAD 83(1993)-  38 47 23.85454(N)    077 14 29.32708(W) AD(       ) 2
 HV8416  NAD 83(1986)-  38 47 23.85518(N)    077 14 29.33563(W) AD(       ) 2
 HV8416  NGVD 29 (01/12/90)  110.4    (m)          362.     (f) VERT ANG       
 HV8416
 HV8416.Superseded values are not recommended for survey control.
 HV8416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8416.See file dsdata.txt to determine how the superseded data were derived.
 HV8416
 HV8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0532395855(NAD 83)
 HV8416_MARKER: Z = SEE DESCRIPTION
 HV8416_SETTING: 0 = UNSPECIFIED SETTING
 HV8416_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8416
 HV8416  HISTORY     - Date     Condition        Report By
 HV8416  HISTORY     - 1975     MONUMENTED       VA-059
 HV8416  HISTORY     - 19930424 MARK NOT FOUND   USPSQD
 HV8416
 HV8416                          STATION DESCRIPTION
 HV8416
 HV8416'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8416'THE STATION IS LOCATED ABOUT 5.2 MILES SOUTHEAST OF FAIRFAX, 3.1
 HV8416'MILES NORTHWEST OF SPRINGFIELD, 1.6 MILES EAST OF BURKE, ON THE
 HV8416'CONCRETE SIDEWALK AT THE SOUTHEAST CORNER OF THE ROLLING
 HV8416'ROAD-FORRESTER BOULEVARD INTERSECTION.  SEE FAIRFAX COUNTY TAX MAP
 HV8416'79-3, REVISED TO 1-1-76.
 HV8416'
 HV8416'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 620, BRADDOCK ROAD,
 HV8416'AND ROUTE 638, ROLLING ROAD, IN WEST SPRINGFIELD, GO SOUTHEAST ON
 HV8416'ROUTE 638 FOR 1.9 MILES TO THE JUNCTION WITH ROUTE 4183, FORRESTER
 HV8416'BOULEVARD, AND THE STATION ON THE LEFT ON THE SOUTHEASTERN CORNER OF
 HV8416'THIS INTERSECTION.
 HV8416'
 HV8416'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8416'CO DPW SUR--- IN THE JOINT FORMED BY THE SIDEWALK AND THE BACK OF THE
 HV8416'CONCRETE CURB. LOCATED 29 FEET NE FROM THE CENTERLINE OF ROUTE 638.
 HV8416'
 HV8416'REFERENCE MARK NO. 01 IS THE CENTERMOST OF THREE PUNCH MARKS IN THE
 HV8416'RIM OF THE C AND P TELEPHONE COMPANY MANHOLE IN THE SIDEWALK. LOCATED
 HV8416'26 FEET SE FROM THE CENTERLINE OF ROUTE 4183.
 HV8416'
 HV8416'REFERENCE MARK NO. 02 IS A PK NAIL IN THE END OF THE CURB AND GUTTER
 HV8416'AND SIDEWALK ALONG ROUTE 638. LOCATED 26 FEET NE FROM THE CENTERLINE
 HV8416'OF ROUTE 638, AND 25 FEET S FROM RM 1.
 HV8416
 HV8416                          STATION RECOVERY (1993)
 HV8416
 HV8416'RECOVERY NOTE BY US POWER SQUADRON 1993 (CJW)
 HV8416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8417 ***********************************************************************
 HV8417  DESIGNATION -  FORR 1
 HV8417  PID         -  HV8417
 HV8417  STATE/COUNTY-  VA/FAIRFAX
 HV8417  USGS QUAD   -  ANNANDALE (1994)
 HV8417
 HV8417                         *CURRENT SURVEY CONTROL
 HV8417  ___________________________________________________________________
 HV8417* NAD 83(1993)-  38 47 28.00821(N)    077 14 35.09173(W)     ADJUSTED  
 HV8417* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 HV8417  ___________________________________________________________________
 HV8417  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HV8417  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HV8417
 HV8417  HORZ ORDER  -  SECOND
 HV8417
 HV8417.The horizontal coordinates were established by classical geodetic methods
 HV8417.and adjusted by the National Geodetic Survey in November 1994..
 HV8417
 HV8417.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8417
 HV8417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8417
 HV8417.The geoid height was determined by GEOID03.
 HV8417
 HV8417;                    North         East     Units Scale Factor Converg.
 HV8417;SPC VA N     - 2,125,560.426 3,609,193.242   MT  0.99995296   +0 47 04.1
 HV8417;SPC VA N     - 6,973,609.50 11,841,161.49   sFT  0.99995296   +0 47 04.1
 HV8417;UTM  18      - 4,295,986.327   305,187.059   MT  1.00006736   -1 24 20.5
 HV8417
 HV8417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8417!SPC VA N     -   0.99998724  x   0.99995296  =   0.99994020
 HV8417!UTM  18      -   0.99998724  x   1.00006736  =   1.00005459
 HV8417
 HV8417                          SUPERSEDED SURVEY CONTROL
 HV8417
 HV8417  NAD 83(1993)-  38 47 28.00637(N)    077 14 35.09645(W) AD(       ) 2
 HV8417  NAD 83(1986)-  38 47 28.00696(N)    077 14 35.10502(W) AD(       ) 2
 HV8417  NGVD 29 (01/12/90)  113.5    (m)          372.     (f) VERT ANG       
 HV8417
 HV8417.Superseded values are not recommended for survey control.
 HV8417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8417.See file dsdata.txt to determine how the superseded data were derived.
 HV8417
 HV8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0518795986(NAD 83)
 HV8417_MARKER: Z = SEE DESCRIPTION
 HV8417_SETTING: 0 = UNSPECIFIED SETTING
 HV8417_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8417
 HV8417  HISTORY     - Date     Condition        Report By
 HV8417  HISTORY     - 1975     MONUMENTED       VA-059
 HV8417
 HV8417                          STATION DESCRIPTION
 HV8417
 HV8417'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1975 (WTL)
 HV8417'THE STATION IS LOCATED ABOUT 1.95 MILES SOUTHWEST OF THE INTERCHANGE
 HV8417'5, 5.19 MILES SOUTHEAST FAIRFAX CITY AND 0.95 MILES FROM THE
 HV8417'INTERSECTION OF KEENE MILL ROAD AND ROLLING ROAD IN WEST SPRINGFIELD
 HV8417'IN A NORTHWEST DIRECTION ON ROLLING ROAD, SEE FAIRFAX COUNTY TAX MAP
 HV8417'79-3.
 HV8417'
 HV8417'TO REACH THE STATION FROM THE INTESECTION OF BRADDOCK ROAD, ROUTE
 HV8417'620, AND ROLLING ROAD, ROUTE 638, IN WEST SPRINGFIELD, PROCEED
 HV8417'SOUTHEASTERLY ALONG ROLLING ROAD FOR 1.7 MILES TO THE STATION ON THE
 HV8417'LEFT IN THE GRASS MEDIAN STRIP.
 HV8417'
 HV8417'THE STATION IS AN IRON PIN AND YELLOW PLASTIC CAP STAMPED---FAIRFAX
 HV8417'CO DPW SUR--- IN THE MEDIAN STRIP ON ROLLING ROAD, STATION IS FLUSH
 HV8417'WITH THE GROUND LOCATED 600.0 FEET NW FROM INTERSECTION OF ROLLING
 HV8417'ROAD AND FORRESTER BOULEVARD.
 HV8417'
 HV8417'REFERENCE MARK NO. 01 IS A PK NAIL IN THE CURB WHICH MAKES UP THE
 HV8417'MEDIAN ON ROLLING ROAD AND IS THE CURB ON THE SOUTHBOUND LANE LOCATED
 HV8417'600. FEET NW FROM THE INTERSECTION OF FORRESTER BOULEVARD AND ROLLING
 HV8417'AND FROM ROAD.
 HV8417'
 HV8417'REFERENCE MARK NO. 02 IS A PK NAIL IN THE CURB WHICH MAKES UP THE
 HV8417'MEDIAN ON ROLLING ROAD AND IS THE CURB ON THE NORTHBOUND LANE LOCATED
 HV8417'600. FEET NW FROM THE INTERSECTION OF FORRESTER BOULEVARD AND ROLLING
 HV8417'AND FROM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3991 ***********************************************************************
 FX3991  DESIGNATION -  FORT
 FX3991  PID         -  FX3991
 FX3991  STATE/COUNTY-  VA/C OF SUFFOLK
 FX3991  USGS QUAD   -  CHUCKATUCK (1990)
 FX3991
 FX3991                         *CURRENT SURVEY CONTROL
 FX3991  ___________________________________________________________________
 FX3991* NAD 83(1993)-  36 47 01.13251(N)    076 33 37.70116(W)     ADJUSTED  
 FX3991* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FX3991  ___________________________________________________________________
 FX3991  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 FX3991  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 FX3991
 FX3991  HORZ ORDER  -  THIRD
 FX3991
 FX3991.The horizontal coordinates were established by classical geodetic methods
 FX3991.and adjusted by the National Geodetic Survey in September 1995..
 FX3991
 FX3991.The orthometric height was scaled from a topographic map.
 FX3991
 FX3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3991
 FX3991.The geoid height was determined by GEOID03.
 FX3991
 FX3991;                    North         East     Units Scale Factor Converg.
 FX3991;SPC VA S     - 1,051,751.878 3,673,115.780   MT  0.99999696   +1 10 37.7
 FX3991;SPC VA S     - 3,450,622.62 12,050,880.69   sFT  0.99999696   +1 10 37.7
 FX3991;UTM  18      - 4,072,007.739   360,757.982   MT  0.99983886   -0 56 04.4
 FX3991
 FX3991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3991!SPC VA S     -   1.00000483  x   0.99999696  =   1.00000179
 FX3991!UTM  18      -   1.00000483  x   0.99983886  =   0.99984369
 FX3991
 FX3991:                Primary Azimuth Mark                     Grid Az
 FX3991:SPC VA S     -  EAST                                     121 22 45.5
 FX3991:UTM  18      -  EAST                                     123 29 27.6
 FX3991
 FX3991|---------------------------------------------------------------------|
 FX3991| PID    Reference Object                     Distance      Geod. Az  |
 FX3991|                                                           dddmmss.s |
 FX3991| FX3990 EAST                                APPROX. 1.6 KM 1223323.2 |
 FX3991| DC8845 FORT RM 2                            24.506 METERS 16514     |
 FX3991| DC8844 FORT RM 1                            20.729 METERS 28701     |
 FX3991|---------------------------------------------------------------------|
 FX3991
 FX3991                          SUPERSEDED SURVEY CONTROL
 FX3991
 FX3991  NAD 83(1986)-  36 47 01.13839(N)    076 33 37.73144(W) AD(       ) 3
 FX3991  NAD 27      -  36 47 00.59900(N)    076 33 38.90000(W) AD(       ) 3
 FX3991
 FX3991.Superseded values are not recommended for survey control.
 FX3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3991.See file dsdata.txt to determine how the superseded data were derived.
 FX3991
 FX3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6075872008(NAD 83)
 FX3991_MARKER: DS = TRIANGULATION STATION DISK
 FX3991_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3991
 FX3991  HISTORY     - Date     Condition        Report By
 FX3991  HISTORY     - 1934     MONUMENTED       CGS
 FX3991  HISTORY     - 1943     GOOD             CGS
 FX3991  HISTORY     - 1944     GOOD             CGS
 FX3991  HISTORY     - 1977     POOR             NGS
 FX3991
 FX3991                          STATION DESCRIPTION
 FX3991
 FX3991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX3991'LOCATED ON NANSEMOND RIVER, ON PROPERTY OF WILLIAM ROUNDTREE.
 FX3991'
 FX3991'THE PLACE IS REACHED FROM SUFFOLK BY PROCEEDING TOWARD CHUCKATUCK
 FX3991'TO THE FORK IN THE MAIN ROADS JUST NORTH OF SUFFOLK.  FOLLOW
 FX3991'THE RIGHT FORK FOR 1.7 MILES TO A RIGHT TURN INTO A DIRT
 FX3991'ROAD.  THERE IS A LARGE TWO-STORY FRAME HOUSE, INHABITED BY
 FX3991'NEGROES, AT THIS POINT.  TAKE THIS RIGHT TURN, AND TRAVEL 1
 FX3991'MILE TO THE FARM HOME OF MR. ROUNDTREE.  TURN LEFT INTO THE
 FX3991'FARMYARD AND PASS THROUGH IT AND INTO A LANE TO A LARGE
 FX3991'GALVANIZED-ROOFED HAY SHED.  THE HAY SHED IS ABOUT 1/8 MILE
 FX3991'FROM THE FARMYARD.
 FX3991'
 FX3991'THE MONUMENT IS ACROSS FIELDS ABOUT 325 METERS TO THE RIGHT
 FX3991'FROM THIS SHED.  IT IS NEAR THE CORNER OF A FIELD AND BETWEEN
 FX3991'THE FIELD AND THE RIVER BANK, 165 FEET AND 190 FEET TO NORMAL
 FX3991'HIGH WATER MARK TOWARDS STATIONS WILROY AND EAST RESPECTIVELY
 FX3991'AND 176 FEET TO A FENCE IN THE DIRECTION OPPOSITE TO STATION
 FX3991'WILROY.
 FX3991'
 FX3991'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3991'DISKS SET IN CONCRETE AS DESCRIBED.
 FX3991'
 FX3991'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX3991
 FX3991                          STATION RECOVERY (1943)
 FX3991
 FX3991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3991'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 FX3991'REFERENCE MARK 2 HAS BEEN KNOCKED OUT OF PLACE AND NOW MEASURES
 FX3991'67.89 FEET FROM THE STATION AND IS ON AN ANGLE FROM THE
 FX3991'VERTICAL.
 FX3991'
 FX3991'THE FOLLOWING SHOULD BE ADDED TO THE ORIGINAL DESCRIPTION--
 FX3991'
 FX3991'1.  STATION IS IN NE CORNER OF AN APPLE ORCHARD, 4 FEET W
 FX3991'OF EDGE OF BLUFF, 22.5 FEET W OF 12-INCH OAK TREE AT THE BOTTOM
 FX3991'OF THE BLUFF, 24.8 FEET S OF BLAZED 12-INCH OAK TREE, 54
 FX3991'FEET SE OF 15-INCH BLAZED OAK TREE AT N EDGE OF FIELD AND
 FX3991'32.5 FEET N OF AN 18-INCH BLAZED TREE.
 FX3991'
 FX3991'2.  R.M. 1 IS AT THE EDGE OF BLUFF 15.8 FEET N OF A 24-INCH
 FX3991'STUMP THAT EXTENDS 4 FEET ABOVE THE GROUND.
 FX3991
 FX3991                          STATION RECOVERY (1944)
 FX3991
 FX3991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX3991'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FX3991'BY F.L.G. IN 1943.
 FX3991
 FX3991                          STATION RECOVERY (1977)
 FX3991
 FX3991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (MED)
 FX3991'FORT 1934 APPEARS STRUCK TO S. W.  FORT NO 1 1934 APPEARS TO BE
 FX3991'STRUCK TO S. E.  FORT NO 2 1934 RECOVERED IN GOOD CONDITION.
 FX3991'
 FX3991'CHANGES--APPLE ORCHARD GONE AND ALL TREES CALLED FOR ARE ALSO GONE.
 FX3991'
 FX3991'ADD--FORT REF. TREES.
 FX3991'40.7 SOUTH OF BLAZED 12 INCH PINE AT BOTTOM OF BLUFF.
 FX3991'17.7 SW OF 8 INCH HACKBERRY AT BOT. OF BLUFF.
 FX3991'18 FEET S. E. OF 12 INCH HACKBERRY AT EDGE OF FIELD.
 FX3991'
 FX3991'FORT NO 1 1934 APPEARS TO BE STRUCK TO S. W.
 FX3991'
 FX3991'CHANGES--24 INCH STUMP IS GONE.  MARK IS AT EDGE OF FIELD.
 FX3991'5 FEET S. E. OF A TWIN 8 INCH HACKBERRY.
 FX3991'
 FX3991'FORT NO 2 1934 RECOVERED IN GOOD CONDITION.
 FX3991'
 FX3991'ADDITIONS--MARK IS AT EDGE OF FIELD AT TOP OF BLUFF.  20 FT. N. W. OF
 FX3991'A CLUMP OF TREES THAT GROW AT BOTTOM OF BLUFF.
 FX3991'
 FX3991'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES N. E. OF SUFFOLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3974 ***********************************************************************
 GV3974  DESIGNATION -  FORT
 GV3974  PID         -  GV3974
 GV3974  STATE/COUNTY-  VA/C OF HAMPTON
 GV3974  USGS QUAD   -  HAMPTON (1986)
 GV3974
 GV3974                         *CURRENT SURVEY CONTROL
 GV3974  ___________________________________________________________________
 GV3974* NAD 83(1993)-  37 00 15.63372(N)    076 18 15.83409(W)     ADJUSTED  
 GV3974* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 GV3974  ___________________________________________________________________
 GV3974  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 GV3974  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 GV3974
 GV3974  HORZ ORDER  -  SECOND
 GV3974
 GV3974.The horizontal coordinates were established by classical geodetic methods
 GV3974.and adjusted by the National Geodetic Survey in September 1995..
 GV3974
 GV3974.The NAVD 88 height was computed by applying the VERTCON shift value to
 GV3974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GV3974
 GV3974.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3974
 GV3974.The geoid height was determined by GEOID03.
 GV3974
 GV3974;                    North         East     Units Scale Factor Converg.
 GV3974;SPC VA S     - 1,076,737.091 3,695,398.673   MT  0.99996537   +1 19 57.2
 GV3974;SPC VA S     - 3,532,594.94 12,123,987.15   sFT  0.99996537   +1 19 57.2
 GV3974;UTM  18      - 4,096,149.321   383,943.576   MT  0.99976593   -0 47 06.6
 GV3974
 GV3974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV3974!SPC VA S     -   1.00000456  x   0.99996537  =   0.99996993
 GV3974!UTM  18      -   1.00000456  x   0.99976593  =   0.99977049
 GV3974
 GV3974:                Primary Azimuth Mark                     Grid Az
 GV3974:SPC VA S     -  FORT WOOL ECC                            172 05 56.8
 GV3974:UTM  18      -  FORT WOOL ECC                            174 13 00.6
 GV3974
 GV3974|---------------------------------------------------------------------|
 GV3974| PID    Reference Object                     Distance      Geod. Az  |
 GV3974|                                                           dddmmss.s |
 GV3974| FX3209 FORT WOOL ECC                       APPROX. 1.9 KM 1732554.0 |
 GV3974| GV0364 PARROTT                             269.245 METERS 18553     |
 GV3974| DC9426 FORT RM 2                            21.595 METERS 31009     |
 GV3974| DC9425 FORT RM 1                            25.114 METERS 34018     |
 GV3974| GV3941 BANK                                158.039 METERS 34613     |
 GV3974|---------------------------------------------------------------------|
 GV3974
 GV3974                          SUPERSEDED SURVEY CONTROL
 GV3974
 GV3974  NAD 83(1986)-  37 00 15.63888(N)    076 18 15.87061(W) AD(       ) 2
 GV3974  NAD 27      -  37 00 15.10900(N)    076 18 17.08200(W) AD(       ) 2
 GV3974  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 GV3974
 GV3974.Superseded values are not recommended for survey control.
 GV3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3974.See file dsdata.txt to determine how the superseded data were derived.
 GV3974
 GV3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8394496149(NAD 83)
 GV3974_MARKER: DS = TRIANGULATION STATION DISK
 GV3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV3974_MAGNETIC: N = NO MAGNETIC MATERIAL
 GV3974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV3974+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GV3974
 GV3974  HISTORY     - Date     Condition        Report By
 GV3974  HISTORY     - 1939     MONUMENTED       CGS
 GV3974  HISTORY     - 1941     GOOD             CGS
 GV3974  HISTORY     - 1943     GOOD             CGS
 GV3974  HISTORY     - 1955     GOOD             AMS
 GV3974  HISTORY     - 1960     GOOD             CGS
 GV3974  HISTORY     - 1980     GOOD             NOS
 GV3974  HISTORY     - 20030419 GOOD             USPSQD
 GV3974  HISTORY     - 20051103 GOOD             GEOCAC
 GV3974
 GV3974                          STATION DESCRIPTION
 GV3974
 GV3974'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 GV3974'THE STATION IS ON THE TOP OF THE EAST WALL OF OLD FORT MONROE, IN
 GV3974'THE CORNER OF THE WALL JUST NORTH OF THE EAST GATE, AND DIRECTLY
 GV3974'IN FRONT OF U.S. ARMY TOWERS 17 TO 20, INCLUSIVE.  THE STATION IS
 GV3974'18 FT. WEST OF THE EAST EDGE OF THE WALL, AND 53 FT. SOUTH OF THE
 GV3974'NORTH EDGE OF THE WALL.  THE MARK PROJECTS 2 INCHES AND IS
 GV3974'STAMPED FORT 1939.
 GV3974'
 GV3974'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET ACCORDING TO
 GV3974'NOTES 1A, 7A AND 11C.
 GV3974'
 GV3974'R.M. NO. 1 IS SSW OF THE STATION SET IN THE EAST SIDE OF A CONCRETE
 GV3974'PEDESTAL FOR A LARGE RANGE FINDER AT THE SOUTH END OF THE CONCRETE
 GV3974'APPROXIMATELY IN FRONT OF THE TOWER 17 TO 20.
 GV3974'
 GV3974'R.M. NO. 2 IS WEST OF THE STATION, SET IN THE CONCRETE WALL 3 FT.
 GV3974'SOUTH OF THE SOUTH SIDE OF TOWER NO. 19, AND 8 INCHES EAST OF
 GV3974'THE EDGE OF THE PIT.
 GV3974'
 GV3974'THE FOLLOWING STATIONS ARE INTERVISIBLE AT GROUND LEVELS--
 GV3974'
 GV3974'THIMBLE SHOALS LT. HO., FORT WOOL ECC., AND BANK.
 GV3974'
 GV3974'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GV3974
 GV3974                          STATION RECOVERY (1941)
 GV3974
 GV3974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GV3974'STATION AND MARKS RECOVERED AS DESCRIBED BY K.B. JEFFERS IN
 GV3974'1939 AND FOUND IN GOOD CONDITION.
 GV3974
 GV3974                          STATION RECOVERY (1943)
 GV3974
 GV3974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3974'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES CHECKED.
 GV3974
 GV3974                          STATION RECOVERY (1955)
 GV3974
 GV3974'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3974'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV3974
 GV3974                          STATION RECOVERY (1960)
 GV3974
 GV3974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3974'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 GV3974'GOOD CONDITION.  IT IS ABOUT 200 FEET NORTHEAST OF EAST GATE
 GV3974'AND BERNARD STREETS.  THE DESCRIPTION IS ADEQUATE AND COMPLETE FOR
 GV3974'RECOVERY.
 GV3974
 GV3974                          STATION RECOVERY (1980)
 GV3974
 GV3974'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 GV3974'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GV3974'CONDITION.
 GV3974
 GV3974                          STATION RECOVERY (2003)
 GV3974
 GV3974'RECOVERY NOTE BY US POWER SQUADRON 2003 (GKK)
 GV3974'RECOVERED AS DESCRIBED.
 GV3974
 GV3974                          STATION RECOVERY (2005)
 GV3974
 GV3974'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV3974'THE DISK HAS BEEN DAMAGED BY MOWING EQUIPMENT BUT IS IN GOOD
 GV3974'CONDITION.  BOTH REFERENCE MARK NO.1 AND REFERENCE MARK NO. 2
 GV3974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5346 ***********************************************************************
 GV5346  DESIGNATION -  FORT 1910
 GV5346  PID         -  GV5346
 GV5346  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5346  USGS QUAD   -  CHARLES CITY (1987)
 GV5346
 GV5346                         *CURRENT SURVEY CONTROL
 GV5346  ___________________________________________________________________
 GV5346* NAD 83(1993)-  37 16 11.50757(N)    077 04 34.98614(W)     ADJUSTED  
 GV5346* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 GV5346  ___________________________________________________________________
 GV5346  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 GV5346  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV5346
 GV5346  HORZ ORDER  -  SECOND
 GV5346
 GV5346.The horizontal coordinates were established by classical geodetic methods
 GV5346.and adjusted by the National Geodetic Survey in September 1995..
 GV5346
 GV5346.The orthometric height was scaled from a topographic map.
 GV5346
 GV5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5346
 GV5346.The geoid height was determined by GEOID03.
 GV5346
 GV5346;                    North         East     Units Scale Factor Converg.
 GV5346;SPC VA S     - 1,104,882.918 3,626,257.613   MT  0.99994685   +0 51 50.5
 GV5346;SPC VA S     - 3,624,936.71 11,897,146.85   sFT  0.99994685   +0 51 50.5
 GV5346;UTM  18      - 4,126,830.513   315,895.544   MT  1.00001754   -1 15 27.9
 GV5346
 GV5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5346!SPC VA S     -   1.00000399  x   0.99994685  =   0.99995084
 GV5346!UTM  18      -   1.00000399  x   1.00001754  =   1.00002153
 GV5346
 GV5346                          SUPERSEDED SURVEY CONTROL
 GV5346
 GV5346  NAD 83(1993)-  37 16 11.50934(N)    077 04 34.98729(W) AD(       ) 2
 GV5346  NAD 83(1986)-  37 16 11.51238(N)    077 04 35.00481(W) AD(       ) 2
 GV5346  NAD 27      -  37 16 10.97900(N)    077 04 36.11200(W) AD(       ) 2
 GV5346
 GV5346.Superseded values are not recommended for survey control.
 GV5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5346.See file dsdata.txt to determine how the superseded data were derived.
 GV5346
 GV5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1589626831(NAD 83)
 GV5346_MARKER: Z = SEE DESCRIPTION
 GV5346_SETTING: 0 = UNSPECIFIED SETTING
 GV5346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5346
 GV5346  HISTORY     - Date     Condition        Report By
 GV5346  HISTORY     - 1910     MONUMENTED       CGS
 GV5346  HISTORY     - 1932     GOOD             CGS
 GV5346  HISTORY     - 1942     GOOD             CGS
 GV5346  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5346  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5346
 GV5346                          STATION DESCRIPTION
 GV5346
 GV5346'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OWF)
 GV5346'STATION FORT IS ABOUT 50 METERS WEST OF OLD PIER AND DIRECTLY
 GV5346'IN FRONT OF FORT POWATAN.  IT IS 10.32 FEET BACK FROM A STONE
 GV5346'WALL BREAKWATER AND IS ON GROUND WHICH HAS AN ELEVATION OF
 GV5346'ABOUT 18 FEET.  IT IS MARKED WITH A 4-INCH TILE SET BELL
 GV5346'END DOWN, WITH A 2-INCH IRON PIPE INSIDE.  THE WHOLE IS SET
 GV5346'IN AND FILLED WITH CEMENT.
 GV5346'
 GV5346'REFERENCE MARK NO. 1 IS A BLAZE ON A HICKORY TREE, 14 INCHES
 GV5346'IN DIAMETER DISTANT 102.32 FEET ON A LINE 222 DEG 33 MIN
 GV5346'35.6 SEC TO RIGHT OF STATION FLOR.  REFERENCE MARK NO. 2
 GV5346'IS THE NORTHEAST CORNER OF THE NORTHEAST ABUTMENT OF OLD
 GV5346'STOREHOUSE, DISTANT 33.1 FEET ON A LINE 256 DEG 05 MIN 45.6
 GV5346'SEC TO THE RIGHT OF STATION FLOR.  REFERENCE MARK NO. 3
 GV5346'IS THE NORTHWEST CORNER OF THE NORTHWEST BRICK ABUTMENT
 GV5346'OF OLD STOREHOUSE, DISTANT 42.0 FEET ON A LINE 290 DEG 50 MIN
 GV5346'08.2 SEC TO THE RIGHT OF STATION FLOR.  REFERENCE MARK NO.
 GV5346'4 IS A BLAZE CUT NEAR THE FOOT OF A LOCUST TREE, ABOUT 12
 GV5346'INCHES IN DIAMETER.  IT IS DISTANT 61.45 FEET AND BEARS
 GV5346'WEST-NORTHWEST.
 GV5346
 GV5346                          STATION RECOVERY (1932)
 GV5346
 GV5346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5346'STATION WAS RECOVERED AS DESCRIBED BY L.G.S. IN 1932.  A
 GV5346'TIE WAS MADE TO IT FROM NEW STATION ESTABLISHED IN 1932.
 GV5346'IT IS 69.82 METERS FROM FORT ECCENTRIC.
 GV5346'
 GV5346'TO REACH FROM HOPEWELL, VA., GO EAST ON ROUTE 407 FOR 8-1/2
 GV5346'MILES TO JUNCTION WITH ROUTE 10, CONTINUE ON ROUTE 10 FOR
 GV5346'5.5 MILES TO 200 FEET WEST OF THE SQUARE DEAL SERVICE
 GV5346'STATION AT BURROWSVILLE, VA.  TURN NORTH ON DIRT T-ROAD
 GV5346'FOR 2.3 MILES AND TURN RIGHT ON DIRT T-ROAD OPPOSITE A LARGE
 GV5346'TOBACCO BARN ON LEFT, CONTINUE 1.2 MILES AND TAKE RIGHT FORK
 GV5346'THROUGH GATE OPENING WHERE MAIN ROAD TURNS LEFT.  CONTINUE
 GV5346'0.15 MILES TO PATH LEADING DOWN TO A BEACON ON A WHITE STAND
 GV5346'STATION IS 11.7 FEET EAST OF THE SOUTHEAST CORNER OF THE
 GV5346'WHITE WOOD STAND SUPPORTING THIS BEACON.
 GV5346
 GV5346                          STATION RECOVERY (1942)
 GV5346
 GV5346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5346'1932 DESCRIPTION ADEQUATE.  REFERENCE MARKS NOT FOUND BUT
 GV5346'A THOROUGH SEARCH WAS NOT MADE.  THE AREA IS COVERED WITH
 GV5346'A THICK GROWTH OF BRUSH AND VINES.
 GV5346
 GV5346                          STATION RECOVERY (1998)
 GV5346
 GV5346'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5346'MARK NOT FOUND.
 GV5346
 GV5346                          STATION RECOVERY (2003)
 GV5346
 GV5346'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5023 ***********************************************************************
 HV5023  DESIGNATION -  FORT BELVOIR AIRSTRIP TANK
 HV5023  PID         -  HV5023
 HV5023  STATE/COUNTY-  VA/FAIRFAX
 HV5023  USGS QUAD   -  FORT BELVOIR (1983)
 HV5023
 HV5023                         *CURRENT SURVEY CONTROL
 HV5023  ___________________________________________________________________
 HV5023* NAD 83(1993)-  38 42 36.57744(N)    077 10 55.06178(W)     ADJUSTED  
 HV5023* NAVD 88     -                                                        
 HV5023  ___________________________________________________________________
 HV5023  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 HV5023  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HV5023
 HV5023  HORZ ORDER  -  THIRD
 HV5023
 HV5023.The horizontal coordinates were established by classical geodetic methods
 HV5023.and adjusted by the National Geodetic Survey in November 1994..
 HV5023
 HV5023
 HV5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5023
 HV5023.The geoid height was determined by GEOID03.
 HV5023
 HV5023;                    North         East     Units Scale Factor Converg.
 HV5023;SPC VA N     - 2,116,649.606 3,614,631.572   MT  0.99994969   +0 49 21.4
 HV5023;SPC VA N     - 6,944,374.58 11,859,003.75   sFT  0.99994969   +0 49 21.4
 HV5023;SPC MD       -   115,847.676   384,173.953   MT  0.99995401   -0 06 51.1
 HV5023;SPC MD       -   380,076.92  1,260,410.71   sFT  0.99995401   -0 06 51.1
 HV5023;UTM  18      - 4,286,873.351   310,281.616   MT  1.00004325   -1 21 53.9
 HV5023
 HV5023                          SUPERSEDED SURVEY CONTROL
 HV5023
 HV5023  NAD 83(1993)-  38 42 36.57507(N)    077 10 55.06573(W) AD(       ) 4
 HV5023  NAD 83(1986)-  38 42 36.57624(N)    077 10 55.07510(W) AD(       ) 4
 HV5023  NAD 27      -  38 42 36.16302(N)    077 10 56.14309(W) AD(       ) 3
 HV5023
 HV5023.Superseded values are not recommended for survey control.
 HV5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5023.See file dsdata.txt to determine how the superseded data were derived.
 HV5023
 HV5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1028286873(NAD 83)
 HV5023_MARKER: 53 = ELEVATED TANK
 HV5023
 HV5023  HISTORY     - Date     Condition        Report By
 HV5023  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV5023  HISTORY     - 1969     GOOD             CGS
 HV5023
 HV5023                          STATION DESCRIPTION
 HV5023
 HV5023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5023'THE STATION IS LOCATED ON THE FT. BELVOIR MILITARY RESERVATION
 HV5023'AND IS JUST S OF THE FT. BELVOIR AIRSTRIP.  IT IS OF STEEL
 HV5023'CONSTRUCTION, PAINTED RED AND WHITE, AND IS APPROXIMATELY
 HV5023'130 FT. HIGH.
 HV5023'
 HV5023'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 HV5023'
 HV5023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HV5023'613 AND 617 (IN THE NW EDGE OF ACCOTINK), GO W ON STATE
 HV5023'HIGHWAY 617 FOR 1.15 MI. TO A SIDE ROAD LEFT, TURN LEFT AND
 HV5023'GO S FOR 0.6 MI. TO THE CONTROL TOWER AT THE AIRSTRIP, CONTINUE
 HV5023'S ACROSS RUNWAY APPROXIMATELY 0.2 MI. TO THE STATION.
 HV5023'
 HV5023'THIS IS AN INTERSECTION STATION.
 HV5023
 HV5023                          STATION RECOVERY (1969)
 HV5023
 HV5023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5023'STATION IS THE FORT BELVOIR AIRSTRIP WATER TANK.  THE POINT
 HV5023'INTERSECTED WAS THE LIGHT ON THE TOP.  THE TANK IS PAINTED RED AND
 HV5023'WHITE, SUPPORTED BY SIX LEGS AND IS ABOUT 130 FEET HIGH.
 HV5023'
 HV5023'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND ROUTE 617
 HV5023'(BLACKLICK ROAD), IN ACCOTINK, GO WEST ON ROUTE 617 FOR 1.3 MILES TO
 HV5023'THE ENTRANCE TO DAVISON U.S. ARMY AIRFIELD ON THE LEFT.  TURN LEFT
 HV5023'AND GO 0.6 MILE TO CONTROL TOWER AT THE AIRSTRIP.  THE TANK IS
 HV5023'ABOUT 0.2 MILE SOUTH OF THE CONTROL TOWER AND ACROSS THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5048 ***********************************************************************
 HV5048  DESIGNATION -  FORT BELVOIR BLDG 3104 TANK
 HV5048  PID         -  HV5048
 HV5048  STATE/COUNTY-  VA/FAIRFAX
 HV5048  USGS QUAD   -  FORT BELVOIR (1983)
 HV5048
 HV5048                         *CURRENT SURVEY CONTROL
 HV5048  ___________________________________________________________________
 HV5048* NAD 83(1993)-  38 43 14.15586(N)    077 08 42.46513(W)     ADJUSTED  
 HV5048* NAVD 88     -                                                        
 HV5048  ___________________________________________________________________
 HV5048  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 HV5048  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HV5048
 HV5048  HORZ ORDER  -  THIRD
 HV5048
 HV5048.The horizontal coordinates were established by classical geodetic methods
 HV5048.and adjusted by the National Geodetic Survey in November 1994..
 HV5048
 HV5048
 HV5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5048
 HV5048.The geoid height was determined by GEOID03.
 HV5048
 HV5048;                    North         East     Units Scale Factor Converg.
 HV5048;SPC VA N     - 2,117,854.829 3,617,817.606   MT  0.99995000   +0 50 44.2
 HV5048;SPC VA N     - 6,948,328.72 11,869,456.60   sFT  0.99995000   +0 50 44.2
 HV5048;SPC MD       -   117,000.655   387,379.277   MT  0.99995350   -0 05 27.9
 HV5048;SPC MD       -   383,859.65  1,270,926.84   sFT  0.99995350   -0 05 27.9
 HV5048;UTM  18      - 4,287,956.167   313,511.612   MT  1.00002828   -1 20 32.0
 HV5048
 HV5048                          SUPERSEDED SURVEY CONTROL
 HV5048
 HV5048  NAD 83(1993)-  38 43 14.15360(N)    077 08 42.46852(W) AD(       ) 4
 HV5048  NAD 83(1986)-  38 43 14.15454(N)    077 08 42.47833(W) AD(       ) 4
 HV5048  NAD 27      -  38 43 13.74284(N)    077 08 43.55103(W) AD(       ) 3
 HV5048
 HV5048.Superseded values are not recommended for survey control.
 HV5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5048.See file dsdata.txt to determine how the superseded data were derived.
 HV5048
 HV5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1351287956(NAD 83)
 HV5048_MARKER: 53 = ELEVATED TANK
 HV5048
 HV5048  HISTORY     - Date     Condition        Report By
 HV5048  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV5048  HISTORY     - 1980     GOOD             NGS
 HV5048  HISTORY     - 20060228 GOOD             GEOCAC
 HV5048
 HV5048                          STATION DESCRIPTION
 HV5048
 HV5048'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5048'STATION IS THE FORT BELVOIR WATER TANK.  THIS TANK IS STRUCTURE
 HV5048'NO. 3104.  IT IS AT THE SAME LOCATION AS THE OLD FT. BELVOIR WATER
 HV5048'TANK 1943 WHICH WAS TORN DOWN IN 1948.
 HV5048'
 HV5048'THE TANK IS PAINTED SILVER, SUPPORTED BY EIGHT LEGS AND IS 120
 HV5048'FEET HIGH.  THE LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 HV5048'
 HV5048'TO REACH FROM THE INTERSECTION OF U.S. 1 AND ROUTE 618, GO NORTH ON
 HV5048'ROUTE 618 FOR 0.5 MILE TO THE TANK ON THE LEFT.
 HV5048
 HV5048                          STATION RECOVERY (1980)
 HV5048
 HV5048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 HV5048'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV5048'
 HV5048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT BELVOIR.
 HV5048
 HV5048                          STATION RECOVERY (2006)
 HV5048
 HV5048'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV5048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5024 ***********************************************************************
 HV5024  DESIGNATION -  FORT BELVOIR BLDG 509 TANK
 HV5024  PID         -  HV5024
 HV5024  STATE/COUNTY-  VA/FAIRFAX
 HV5024  USGS QUAD   -  FORT BELVOIR (1983)
 HV5024
 HV5024                         *CURRENT SURVEY CONTROL
 HV5024  ___________________________________________________________________
 HV5024* NAD 83(1993)-  38 41 06.90672(N)    077 08 05.32120(W)     ADJUSTED  
 HV5024* NAVD 88     -                                                        
 HV5024  ___________________________________________________________________
 HV5024  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HV5024  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HV5024
 HV5024  HORZ ORDER  -  THIRD
 HV5024
 HV5024.The horizontal coordinates were established by classical geodetic methods
 HV5024.and adjusted by the National Geodetic Survey in November 1994..
 HV5024
 HV5024
 HV5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5024
 HV5024.The geoid height was determined by GEOID03.
 HV5024
 HV5024;                    North         East     Units Scale Factor Converg.
 HV5024;SPC VA N     - 2,113,944.890 3,618,773.104   MT  0.99994908   +0 51 07.3
 HV5024;SPC VA N     - 6,935,500.86 11,872,591.43   sFT  0.99994908   +0 51 07.3
 HV5024;SPC MD       -   113,075.600   388,270.735   MT  0.99995535   -0 05 04.6
 HV5024;SPC MD       -   370,982.20  1,273,851.57   sFT  0.99995535   -0 05 04.6
 HV5024;UTM  18      - 4,284,012.306   314,317.249   MT  1.00002459   -1 20 05.0
 HV5024
 HV5024                          SUPERSEDED SURVEY CONTROL
 HV5024
 HV5024  NAD 83(1993)-  38 41 06.90406(N)    077 08 05.32445(W) AD(       ) 4
 HV5024  NAD 83(1986)-  38 41 06.90536(N)    077 08 05.33469(W) AD(       ) 4
 HV5024  NAD 27      -  38 41 06.48971(N)    077 08 06.40746(W) AD(       ) 3
 HV5024
 HV5024.Superseded values are not recommended for survey control.
 HV5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5024.See file dsdata.txt to determine how the superseded data were derived.
 HV5024
 HV5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1431784012(NAD 83)
 HV5024_MARKER: 53 = ELEVATED TANK
 HV5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5024+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 HV5024
 HV5024  HISTORY     - Date     Condition        Report By
 HV5024  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV5024  HISTORY     - 1969     GOOD             CGS
 HV5024  HISTORY     - 1980     GOOD             NGS
 HV5024  HISTORY     - 19910101 GOOD             MDDNR
 HV5024  HISTORY     - 20060302 GOOD             GEOCAC
 HV5024
 HV5024                          STATION DESCRIPTION
 HV5024
 HV5024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5024'THE STATION IS LOCATED ON THE FT. BELVOIR MILITARY RESERVATION,
 HV5024'AND IS JUST E OF THE INTERSECTION OF BIXBY ROAD AND TWENTY-THIRD
 HV5024'STREET.  IT IS OF STEEL CONSTRUCTION, PAINTED SILVER AND
 HV5024'IS APPROXIMATELY 130 FT. HIGH.
 HV5024'
 HV5024'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP.
 HV5024'
 HV5024'THIS IS AN INTERSECTION STATION.
 HV5024
 HV5024                          STATION RECOVERY (1969)
 HV5024
 HV5024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5024'THE STATION IS THE FT. BELVOIR, BUILDING NO. 509, WATER TANK.  THE
 HV5024'LIGHT ON TOP WAS THE POINT INTERSECTED.  THE TANK IS PAINTED SILVER,
 HV5024'SUPPORTED BY EIGHT LEGS AND IS APPX. 130 FEET HIGH.
 HV5024'
 HV5024'TO REACH FROM THE INTERSECTION OF U.S. NO. 1 AND ROUTE 617 AT
 HV5024'ACCOTINK, GO SOUTH ON ROUTE 617 TO INTERSECTION WITH GUNSTON ROAD.
 HV5024'TURN RIGHT AND FOLLOW GUNSTON ROAD FOR 1.2 MILES TO INTERSECTION
 HV5024'WITH 23RD STREET FOR 0.25 MILE TO INTERSECTION WITH BIXBY ROAD AND
 HV5024'THE TANK ON THE RIGHT.
 HV5024
 HV5024                          STATION RECOVERY (1980)
 HV5024
 HV5024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 HV5024'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV5024'
 HV5024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT BELVOIR.
 HV5024
 HV5024                          STATION RECOVERY (1991)
 HV5024
 HV5024'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (LW)
 HV5024'INTERSECTION STATION RECOVERED IN GOOD CONDITION.  IT IS THE SE LY OF
 HV5024'THE TWO WHITE TANKS ON THE PENINSULA AT FORT BELVOIR.  IT HAS A
 HV5024'ROUNDED TOP AND BEARS 249 M (816.9 FT) FROM STATION FORT.
 HV5024
 HV5024                          STATION RECOVERY (2006)
 HV5024
 HV5024'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV5024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5025 ***********************************************************************
 HV5025  DESIGNATION -  FORT BELVOIR BLDG 704 TANK
 HV5025  PID         -  HV5025
 HV5025  STATE/COUNTY-  VA/FAIRFAX
 HV5025  USGS QUAD   -  FORT BELVOIR (1983)
 HV5025
 HV5025                         *CURRENT SURVEY CONTROL
 HV5025  ___________________________________________________________________
 HV5025* NAD 83(1993)-  38 41 35.28594(N)    077 08 29.17681(W)     ADJUSTED  
 HV5025* NAVD 88     -                                                        
 HV5025  ___________________________________________________________________
 HV5025  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 HV5025  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HV5025
 HV5025  HORZ ORDER  -  THIRD
 HV5025
 HV5025.The horizontal coordinates were established by classical geodetic methods
 HV5025.and adjusted by the National Geodetic Survey in November 1994..
 HV5025
 HV5025
 HV5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5025
 HV5025.The geoid height was determined by GEOID03.
 HV5025
 HV5025;                    North         East     Units Scale Factor Converg.
 HV5025;SPC VA N     - 2,114,811.299 3,618,183.678   MT  0.99994925   +0 50 52.5
 HV5025;SPC VA N     - 6,938,343.40 11,870,657.62   sFT  0.99994925   +0 50 52.5
 HV5025;SPC MD       -   113,951.534   387,695.548   MT  0.99995490   -0 05 19.6
 HV5025;SPC MD       -   373,855.99  1,271,964.48   sFT  0.99995490   -0 05 19.6
 HV5025;UTM  18      - 4,284,900.644   313,761.271   MT  1.00002714   -1 20 20.8
 HV5025
 HV5025                          SUPERSEDED SURVEY CONTROL
 HV5025
 HV5025  NAD 83(1993)-  38 41 35.28365(N)    077 08 29.18017(W) AD(       ) 4
 HV5025  NAD 83(1986)-  38 41 35.28467(N)    077 08 29.19013(W) AD(       ) 4
 HV5025  NAD 27      -  38 41 34.87041(N)    077 08 30.26199(W) AD(       ) 3
 HV5025
 HV5025.Superseded values are not recommended for survey control.
 HV5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5025.See file dsdata.txt to determine how the superseded data were derived.
 HV5025
 HV5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1376184901(NAD 83)
 HV5025_MARKER: 53 = ELEVATED TANK
 HV5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5025+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 HV5025
 HV5025  HISTORY     - Date     Condition        Report By
 HV5025  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV5025  HISTORY     - 1969     GOOD             CGS
 HV5025  HISTORY     - 1980     GOOD             NGS
 HV5025  HISTORY     - 19910101 GOOD             MDDNR
 HV5025  HISTORY     - 20060302 GOOD             GEOCAC
 HV5025
 HV5025                          STATION DESCRIPTION
 HV5025
 HV5025'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5025'THE STATION IS LOCATED ON THE FT. BELVOIR MILITARY RESERVATION.
 HV5025'IT IS 0.1 MI. N OF THE INTERSECTION OF GUNSTON ROAD AND
 HV5025'SIXTEENTH STREET, AND 0.05 MI. N-NW OF THE FIRE STATION.  IT IS
 HV5025'OF STEEL CONSTRUCTION AND IS PAINTED SILVER.  THE POINT
 HV5025'INTERSECTED WAS THE RED LIGHT ON THE TOP.  IT IS APPROXIMATELY
 HV5025'120 FT. HIGH.
 HV5025'
 HV5025'OFFICE NOTE--PROBABLY THE SAME STATION AS FORT HUMPHREYS, LARGE
 HV5025'SQUAT TANK, 1934.
 HV5025'
 HV5025'THIS IS AN INTERSECTION STATION.
 HV5025
 HV5025                          STATION RECOVERY (1969)
 HV5025
 HV5025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5025'STATION IS THE FT. BELVOIR, BUILDING NO. 704, WATER TANK.  THE POINT
 HV5025'INTERSECTED WAS THE LIGHT ON THE TOP.  THE TANK IS PAINTED SILVER
 HV5025'AND IS APPX. 120 FEET HIGH.
 HV5025'
 HV5025'TO REACH FROM THE INTERSECTION OF U.S. NO. 1 AND ROUTE 617 AT
 HV5025'ACCOTINK, GO SOUTH ON ROUTE 617 FOR 1.3 MILE TO THE INTERSECTION
 HV5025'WITH GUNSTON ROAD.  TURN RIGHT AND FOLLOW GUNSTON FOR 0.3 MILE TO
 HV5025'INTERSECTION WITH 16TH STREET AND TANK ON LEFT.
 HV5025
 HV5025                          STATION RECOVERY (1980)
 HV5025
 HV5025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 HV5025'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV5025'
 HV5025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT BELVOIR.
 HV5025
 HV5025                          STATION RECOVERY (1991)
 HV5025
 HV5025'RECOVERY NOTE BY MD DEPT OF NAT RES 1991 (LW)
 HV5025'INTERSECTION STATION- IT IS THE NWLY OF THE TWO WHITE TANKS ON THE
 HV5025'PENINSULA THAT LIES BETWEEN GUNSTON COVE AND DOGUE CREEK.  THIS TANK
 HV5025'AS A CONICAL ROOF AND BEARS 254 M (833.3 FT) FROM THE STATION FORT
 HV5025'1928.
 HV5025
 HV5025                          STATION RECOVERY (2006)
 HV5025
 HV5025'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV5025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5050 ***********************************************************************
 HV5050  DESIGNATION -  FORT BELVOIR GOLF COURSE TANK
 HV5050  PID         -  HV5050
 HV5050  STATE/COUNTY-  VA/FAIRFAX
 HV5050  USGS QUAD   -  FORT BELVOIR (1983)
 HV5050
 HV5050                         *CURRENT SURVEY CONTROL
 HV5050  ___________________________________________________________________
 HV5050* NAD 83(1993)-  38 43 45.66121(N)    077 09 53.34252(W)     ADJUSTED  
 HV5050* NAVD 88     -                                                        
 HV5050  ___________________________________________________________________
 HV5050  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HV5050  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HV5050
 HV5050  HORZ ORDER  -  THIRD
 HV5050
 HV5050.The horizontal coordinates were established by classical geodetic methods
 HV5050.and adjusted by the National Geodetic Survey in November 1994..
 HV5050
 HV5050
 HV5050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5050
 HV5050.The geoid height was determined by GEOID03.
 HV5050
 HV5050;                    North         East     Units Scale Factor Converg.
 HV5050;SPC VA N     - 2,118,801.098 3,616,091.545   MT  0.99995028   +0 49 59.9
 HV5050;SPC VA N     - 6,951,433.27 11,863,793.68   sFT  0.99995028   +0 49 59.9
 HV5050;SPC MD       -   117,975.019   385,668.911   MT  0.99995310   -0 06 12.4
 HV5050;SPC MD       -   387,056.37  1,265,315.42   sFT  0.99995310   -0 06 12.4
 HV5050;UTM  18      - 4,288,967.727   311,822.798   MT  1.00003607   -1 21 17.3
 HV5050
 HV5050                          SUPERSEDED SURVEY CONTROL
 HV5050
 HV5050  NAD 83(1993)-  38 43 45.65908(N)    077 09 53.34617(W) AD(       ) 4
 HV5050  NAD 83(1986)-  38 43 45.66061(N)    077 09 53.35490(W) AD(       ) 4
 HV5050  NAD 27      -  38 43 45.24971(N)    077 09 54.42427(W) AD(       ) 3
 HV5050
 HV5050.Superseded values are not recommended for survey control.
 HV5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5050.See file dsdata.txt to determine how the superseded data were derived.
 HV5050
 HV5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1182388968(NAD 83)
 HV5050_MARKER: 51 = TANK
 HV5050
 HV5050  HISTORY     - Date     Condition        Report By
 HV5050  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV5050  HISTORY     - 1969     GOOD             CGS
 HV5050  HISTORY     - 1980     GOOD             NGS
 HV5050  HISTORY     - 20060302 MARK NOT FOUND   GEOCAC
 HV5050
 HV5050                          STATION DESCRIPTION
 HV5050
 HV5050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 HV5050'THE STATION IS LOCATED ABOUT 1 MI. N-NW OF THE VILLAGE OF ACCOTINK,
 HV5050'AND IS ON THE FT. BELVOIR NORTH 18-HOLE GOLF COURSE.  IT IS
 HV5050'APPROXIMATELY 100 YD. NW OF THE CLUBHOUSE, IS OF STEEL
 HV5050'CONSTRUCTION, PAINTED SILVER AND IS APPROXIMATELY 100 FT. HIGH.
 HV5050'
 HV5050'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP.
 HV5050'
 HV5050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 613 AND
 HV5050'617 (IN THE NW EDGE OF ACCOTINK), GO N ON STATE HIGHWAY 613 FOR 1.15
 HV5050'MI. TO THE GOLF COURSE ON THE LEFT, TURN LEFT AND GO W FOR 0.2 MI.
 HV5050'TO THE STATION ON TOP OF THE HILL.
 HV5050
 HV5050                          STATION RECOVERY (1969)
 HV5050
 HV5050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV5050'STATION IS THE FORT BELVOIR GOLF COURSE WATER TANK.  THE POINT
 HV5050'INTERSECTED WAS THE LIGHT ON TOP.  THE TANK IS SILVER IN COLOR,
 HV5050'SUPPORTED BY FOUR LEGS, AND IS ABOUT 100 FEET HIGH.
 HV5050'
 HV5050'TO REACH FROM THE INTERSECTION OF U.S. 1 AND ROUTE 617 (BACKLICK
 HV5050'ROAD), IN ACCOTINK, GO WEST ON ROUTE 617 FOR 0.2 MILE TO THE
 HV5050'INTERSECTION WITH ROUTE 613.  STAY RIGHT AND FOLLOW ROUTE 613 FOR
 HV5050'1.15 MILE TO THE FORT BELVOIR GOLF COURSE ON LEFT.  TURN LEFT AND
 HV5050'GO 0.2 MILE TO THE TANK ON TOP OF THE HILL.
 HV5050
 HV5050                          STATION RECOVERY (1980)
 HV5050
 HV5050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 HV5050'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HV5050'
 HV5050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NNW OF
 HV5050'ACCOTINK.
 HV5050
 HV5050                          STATION RECOVERY (2006)
 HV5050
 HV5050'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 HV5050'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5323 ***********************************************************************
 GV5323  DESIGNATION -  FORT ECC
 GV5323  PID         -  GV5323
 GV5323  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5323  USGS QUAD   -  CHARLES CITY (1987)
 GV5323
 GV5323                         *CURRENT SURVEY CONTROL
 GV5323  ___________________________________________________________________
 GV5323* NAD 83(1993)-  37 16 11.13155(N)    077 04 37.78067(W)     ADJUSTED  
 GV5323* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 GV5323  ___________________________________________________________________
 GV5323  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 GV5323  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV5323
 GV5323  HORZ ORDER  -  SECOND
 GV5323
 GV5323.The horizontal coordinates were established by classical geodetic methods
 GV5323.and adjusted by the National Geodetic Survey in September 1995..
 GV5323
 GV5323.The orthometric height was scaled from a topographic map.
 GV5323
 GV5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5323
 GV5323.The geoid height was determined by GEOID03.
 GV5323
 GV5323;                    North         East     Units Scale Factor Converg.
 GV5323;SPC VA S     - 1,104,870.289 3,626,188.948   MT  0.99994685   +0 51 48.8
 GV5323;SPC VA S     - 3,624,895.27 11,896,921.57   sFT  0.99994685   +0 51 48.8
 GV5323;UTM  18      - 4,126,820.435   315,826.454   MT  1.00001785   -1 15 29.6
 GV5323
 GV5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5323!SPC VA S     -   1.00000352  x   0.99994685  =   0.99995037
 GV5323!UTM  18      -   1.00000352  x   1.00001785  =   1.00002137
 GV5323
 GV5323:                Primary Azimuth Mark                     Grid Az
 GV5323:SPC VA S     -  MILTON LIGHT                             048 43 50.5
 GV5323:UTM  18      -  MILTON LIGHT                             050 51 08.9
 GV5323
 GV5323|---------------------------------------------------------------------|
 GV5323| PID    Reference Object                     Distance      Geod. Az  |
 GV5323|                                                           dddmmss.s |
 GV5323| GV5334 MILTON LIGHT                        APPROX. 6.1 KM 0493539.3 |
 GV5323| GV5340 UPPER BRANDON HOUSE ON WHARF        APPROX. 4.3 KM 0610421.0 |
 GV5323| GV5345 FORT POWHATAN LIGHT                  67.169 METERS 07754     |
 GV5323| GV5346 FORT 1910                            69.820 METERS 08027     |
 GV5323| DC5361 FORT ECC RM 1                        69.060 METERS 12738     |
 GV5323| DC5362 FORT ECC RM 2                        25.995 METERS 26431     |
 GV5323| GV5343 WILLCOX 2                           APPROX. 5.6 KM 3402249.2 |
 GV5323|---------------------------------------------------------------------|
 GV5323
 GV5323                          SUPERSEDED SURVEY CONTROL
 GV5323
 GV5323  NAD 83(1993)-  37 16 11.13332(N)    077 04 37.78182(W) AD(       ) 2
 GV5323  NAD 83(1986)-  37 16 11.13637(N)    077 04 37.79934(W) AD(       ) 2
 GV5323  NAD 27      -  37 16 10.60300(N)    077 04 38.90600(W) AD(       ) 2
 GV5323
 GV5323.Superseded values are not recommended for survey control.
 GV5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5323.See file dsdata.txt to determine how the superseded data were derived.
 GV5323
 GV5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1582626820(NAD 83)
 GV5323_MARKER: DS = TRIANGULATION STATION DISK
 GV5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5323
 GV5323  HISTORY     - Date     Condition        Report By
 GV5323  HISTORY     - 1932     MONUMENTED       CGS
 GV5323  HISTORY     - 1938     GOOD             CGS
 GV5323  HISTORY     - 1942     MARK NOT FOUND   CGS
 GV5323  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5323  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5323
 GV5323                          STATION DESCRIPTION
 GV5323
 GV5323'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 GV5323'ABOUT 12 MILES EAST OF HOPEWELL, VA., ON THE SOUTH BANK OF
 GV5323'THE JAMES RIVER, AND ABOUT 5 MILES SOUTH OF CHARLES CITY,
 GV5323'VA.  THE STATION IS ON THE SOUTH EDGE OF A FAINT ROAD AND
 GV5323'27 FEET SOUTH OF A STEEP 50 FOOT BLUFF.  THIS ROAD IS NARROW,
 GV5323'RUNNING THROUGH A THICKLY WOODED FOREST AND IS QUITE SOFT
 GV5323'WHEN WET.
 GV5323'
 GV5323'TO REACH FROM HOPEWELL, GO EAST ON ROUTE 407 FOR 8-1/2 MILES
 GV5323'TO JUNCTION WITH ROUTE 10, CONTINUE ON ROUTE 10 FOR 5.5
 GV5323'MILES TO 200 FEET WEST OF THE SQUARE DEAL SERVICE STATION
 GV5323'AT BURROWSVILLE, VA.  TURN NORTH ON DIRT T-ROAD FOR 2.3
 GV5323'MILES AND TURN RIGHT ON DIRT T-ROAD OPPOSITE A LARGE TOBACCO
 GV5323'BARN ON LEFT, CONTINUE 1.2 MILES AND TAKE RIGHT FORK THROUGH
 GV5323'GATE OPENING WHERE MAIN ROAD TURNS LEFT.  CONTINUE 0.15
 GV5323'MILES TO STATION MARK ON RIGHT HAND EDGE OF ROAD.  A 103-FOOT
 GV5323'TOWER WILL CLEAR ALL LINES.
 GV5323'
 GV5323'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GV5323'DISKS IN CONCRETE, NOTES 1A, 7A AND 11A.
 GV5323'
 GV5323'REFERENCE MARK NO. 1 IS EAST OF THE STATION ON THE NORTHERLY
 GV5323'EDGE OF THE FAINT ROAD AND AT THE POINT WHERE THE ROAD TURNS
 GV5323'SOUTH.  IT IS 17.6 FEET FROM THE NEAREST EDGE OF THE BLUFF.
 GV5323'(THIS MEASUREMENT TAKEN IN LINE WITH OLD STATION FORT).
 GV5323'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION IN A HOLLOW
 GV5323'WHICH APPEARS TO BE PART OF AN OLD BATTLE EARTHWORKS.  IT
 GV5323'IS ONE YARD NORTH OF THE SOUTH WALL OF THIS OLD TRENCH, AND
 GV5323'8.58 METERS EAST OF A 12-INCH SWEET GUM TREE.
 GV5323'
 GV5323'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 GV5323
 GV5323                          STATION RECOVERY (1938)
 GV5323
 GV5323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HEF)
 GV5323'A COMPLETE REVISED DESCRIPTION OF THIS STATION, USING ALL
 GV5323'PERTINENT FACTS OF THE ORIGINAL DESCRIPTION IS AS FOLLOWS--STATION
 GV5323'IS ABOUT 12 MILES EAST OF HOPEWELL, 5 MILES SOUTH OF CHARLES
 GV5323'CITY, ON THE SOUTH SHORE OF THE JAMES RIVER, AT THE SITE
 GV5323'OF OLD FORT POWHATAN, WHICH IS AN OLD EARTHWORK RUINS ON
 GV5323'THE 55-FOOT BLUFF ABOVE THE RIVER.  THE GROUND FOR A
 GV5323'CONSIDERABLE DISTANCE TO THE SOUTHWARD FROM THE STATION IS
 GV5323'BROKEN UP WITH PITS, TRENCHES, AND EARTH WALLS OF THE
 GV5323'REMAINS OF THE OLD FORT.  THE STATION IS NORTH OF ALL
 GV5323'EARTHWORKS, 27 FEET SOUTH OF THE EDGE OF THE BLUFF.  ALL
 GV5323'GROUND IN THE VICINITY OF THE FORT AND STATION IS
 GV5323'OVERGROWN WITH RANK VINES THAT COVER THE MARKS AS WELL
 GV5323'AS THE GROUND.  THE STATION IS ON THE SOUTH EDGE OF AN
 GV5323'OLD WOODS ROAD, ONLY A FAINT TRACE OF WHICH REMAINS.
 GV5323'THE STATION IS MARKED ACCORDING TO NOTES 1A AND 7A.  THE
 GV5323'SURFACE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 GV5323'THE GROUND.  THE APPROXIMATE SITE OF THE STATION CAN BE
 GV5323'READILY DETERMINED FROM THE RIVER BY FORT POWHATAN LIGHT
 GV5323'WHICH IS 67 METERS, NORTH 78 DEG EAST FROM THE STATION AND
 GV5323'ABOUT 40 FEET BELOW IT.
 GV5323'
 GV5323'THE STATION IS REFERENCED ACCORDING TO NOTE 11A.  REFERENCE
 GV5323'MARK NO. 1 IS SOUTH BY WEST FROM FORT POWHATAN LIGHT, NEAR
 GV5323'THE HEAD OF THE STEEP DRAW LEADING TO THE TOP OF THE BLUFF
 GV5323'FROM THE LIGHT, ABOUT 15 FEET SOUTH OF EDGE OF BLUFF, ON
 GV5323'THE NORTH SIDE OF THE TRACE OF ROAD THAT PASSES THE STATION
 GV5323'MARK, AT A POINT WHERE THE ROAD TURNS SOUTH THROUGH A BREAK
 GV5323'IN THE OLD EARTH WALL.  REFERENCE MARK NO. 2 IS IN A SHALLOW
 GV5323'EXCAVATION ABOUT 3 FEET NORTH OF OLD EARTH WALL.
 GV5323'
 GV5323'A 60-FOOT TOWER IS NECESSARY TO CLEAR ALL TREES IN THE VICINITY
 GV5323'OF THE STATION.  THESE TREES PREVENTED THE ESTABLISHMENT
 GV5323'OF AN AZIMUTH MARK VISIBLE FROM THE GROUND.  IT WOULD NOT
 GV5323'REQUIRE MUCH CLEARING TO MAKE STATION FLOR R.M. 2, 1910
 GV5323'VISIBLE FROM THE GROUND.
 GV5323
 GV5323                          STATION RECOVERY (1942)
 GV5323
 GV5323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV5323'COULD NOT FIND.  AREA COVERED WITH THICK BRUSH AND WITHOUT A
 GV5323'DEFINITE POINT TO MEASURE FROM THE MARKS COULD NOT BE FOUND.  AT
 GV5323'CONSIDERABLE TIME AND EXPENSE THE STATION COULD POSSIBLY BE
 GV5323'FOUND BY CLEARING A LINE FROM FORT POWHATAN LIGHT.
 GV5323
 GV5323                          STATION RECOVERY (1998)
 GV5323
 GV5323'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5323'MARK NOT FOUND.
 GV5323
 GV5323                          STATION RECOVERY (2003)
 GV5323
 GV5323'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4555 ***********************************************************************
 GV4555  DESIGNATION -  FORT EUSTIS ALUMINUM TANK
 GV4555  PID         -  GV4555
 GV4555  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4555  USGS QUAD   -  YORKTOWN (1994)
 GV4555
 GV4555                         *CURRENT SURVEY CONTROL
 GV4555  ___________________________________________________________________
 GV4555* NAD 83(1993)-  37 09 07.97961(N)    076 34 29.63708(W)     ADJUSTED  
 GV4555* NAVD 88     -                                                        
 GV4555  ___________________________________________________________________
 GV4555  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GV4555  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV4555
 GV4555  HORZ ORDER  -  THIRD
 GV4555
 GV4555.The horizontal coordinates were established by classical geodetic methods
 GV4555.and adjusted by the National Geodetic Survey in September 1995..
 GV4555
 GV4555
 GV4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4555
 GV4555.The geoid height was determined by GEOID03.
 GV4555
 GV4555;                    North         East     Units Scale Factor Converg.
 GV4555;SPC VA S     - 1,092,618.499 3,670,994.268   MT  0.99995242   +1 10 06.2
 GV4555;SPC VA S     - 3,584,699.19 12,043,920.36   sFT  0.99995242   +1 10 06.2
 GV4555;UTM  18      - 4,112,919.447   360,146.679   MT  0.99984094   -0 57 04.6
 GV4555
 GV4555                          SUPERSEDED SURVEY CONTROL
 GV4555
 GV4555  NAD 83(1986)-  37 09 07.98083(N)    076 34 29.66748(W) AD(       ) 4
 GV4555  NAD 27      -  37 09 07.44200(N)    076 34 30.84200(W) AD(       ) 3
 GV4555
 GV4555.Superseded values are not recommended for survey control.
 GV4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4555.See file dsdata.txt to determine how the superseded data were derived.
 GV4555
 GV4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6014712919(NAD 83)
 GV4555_MARKER: 53 = ELEVATED TANK
 GV4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GV4555+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 GV4555
 GV4555  HISTORY     - Date     Condition        Report By
 GV4555  HISTORY     - 1932     FIRST OBSERVED   CGS
 GV4555  HISTORY     - 1942     GOOD             CGS
 GV4555  HISTORY     - 1957     GOOD             AMS
 GV4555  HISTORY     - 1958     GOOD             CGS
 GV4555  HISTORY     - 1958     GOOD             CGS
 GV4555  HISTORY     - 1960     GOOD             CGS
 GV4555  HISTORY     - 20030111 GOOD             USPSQD
 GV4555
 GV4555                          STATION DESCRIPTION
 GV4555
 GV4555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LWS)
 GV4555'NO DESCRIPTION.  THE PROMINENT ELEVATED WATER TANK AT FORT EUSTIS.
 GV4555'TANK NOW PAINTED RED.
 GV4555
 GV4555                          STATION RECOVERY (1957)
 GV4555
 GV4555'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 GV4555'THERE ARE 2 WATER TOWERS AT FORT EUSTIS, A RED ONE AND AN ALUMINUM
 GV4555'ONE.  THE GEOGRAPHIC POSITION PLACES THE STATION ON ALUMINUM TANK
 GV4555'OF TOWER.
 GV4555
 GV4555                          STATION RECOVERY (1958)
 GV4555
 GV4555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4555'STATION IS LOCATED AT THE INTERSECTION OF JACKSON AVE. AND
 GV4555'7TH STREET IN FORT EUSTIS.
 GV4555'
 GV4555'IT IS A SILVER 6 LEGGED STRUCTURAL STEEL WATER TANK THAT
 GV4555'HAS A ROUND BALL ON THE TOP AND IS APPROXIMATELY 150 FEET
 GV4555'IN HEIGHT (TANK NO 1738).
 GV4555'
 GV4555'THE ROUND BALL ON THE TOP OF THE WATER TANK WAS INTERSECTED.
 GV4555
 GV4555                          STATION RECOVERY (1958)
 GV4555
 GV4555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJB)
 GV4555'RECOVERED IN GOOD CONDITION.  NOT DESCRIBED WHEN ESTABLISHED.
 GV4555'POOR 1942 RECOVERY DESCRIPTION.  THE DESCRIPTION SHOULD READ AS
 GV4555'FOLLOWS--
 GV4555'
 GV4555'LOCATED AT FORT EUSTIS, VIRGINIA, IN THE SOUTHEAST CORNER OF THE
 GV4555'INTERSECTION OF JACKSON AVENUE AND 8TH STREET, ACROSS JACKSON
 GV4555'AVENUE FROM POST THEATRE NO. 1.
 GV4555'
 GV4555'IT IS A 6-LEGGED, STEEL STRUCTURE, WITH HEMISPHERICAL TOP AND
 GV4555'BOTTOM, PAINTED ALUMINUM.
 GV4555
 GV4555                          STATION RECOVERY (1960)
 GV4555
 GV4555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV4555'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GV4555
 GV4555                          STATION RECOVERY (2003)
 GV4555
 GV4555'RECOVERY NOTE BY US POWER SQUADRON 2003 (HFR)
 GV4555'NOW PAINTED TWO-TONE BROWN (NOT ALUMINUM. LOCATION IS SSE OF THE
 GV4555'INTERSECTION OF MADISON AND JACKSON AVENUES. (8TH AVE. IS NOT VALID).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4527 ***********************************************************************
 GV4527  DESIGNATION -  FORT EUSTIS CENTRAL HEAT STK
 GV4527  PID         -  GV4527
 GV4527  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4527  USGS QUAD   -  YORKTOWN (1994)
 GV4527
 GV4527                         *CURRENT SURVEY CONTROL
 GV4527  ___________________________________________________________________
 GV4527* NAD 83(1993)-  37 09 37.67302(N)    076 34 08.70558(W)     ADJUSTED  
 GV4527* NAVD 88     -                                                        
 GV4527  ___________________________________________________________________
 GV4527  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 GV4527  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 GV4527
 GV4527  HORZ ORDER  -  THIRD
 GV4527
 GV4527.The horizontal coordinates were established by classical geodetic methods
 GV4527.and adjusted by the National Geodetic Survey in September 1995..
 GV4527
 GV4527
 GV4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4527
 GV4527.The geoid height was determined by GEOID03.
 GV4527
 GV4527;                    North         East     Units Scale Factor Converg.
 GV4527;SPC VA S     - 1,093,544.198 3,671,491.922   MT  0.99995189   +1 10 18.9
 GV4527;SPC VA S     - 3,587,736.26 12,045,553.08   sFT  0.99995189   +1 10 18.9
 GV4527;UTM  18      - 4,113,826.003   360,678.173   MT  0.99983911   -0 56 52.6
 GV4527
 GV4527                          SUPERSEDED SURVEY CONTROL
 GV4527
 GV4527  NAD 83(1986)-  37 09 37.67355(N)    076 34 08.73609(W) AD(       ) 4
 GV4527  NAD 27      -  37 09 37.14300(N)    076 34 09.90200(W) AD(       ) 3
 GV4527
 GV4527.Superseded values are not recommended for survey control.
 GV4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4527.See file dsdata.txt to determine how the superseded data were derived.
 GV4527
 GV4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6067813826(NAD 83)
 GV4527_MARKER: 63 = STACK
 GV4527
 GV4527  HISTORY     - Date     Condition        Report By
 GV4527  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV4527  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 GV4527
 GV4527                          STATION DESCRIPTION
 GV4527
 GV4527'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4527'STATION IS LOCATED AT FORT EUSTIS ON THE WEST SIDE OF BUILDING
 GV4527'NO. 195.
 GV4527'
 GV4527'IT IS A WHITE BRICK STRUCTURAL STACK THAT IS APPROXIMATELY
 GV4527'100 FEET IN HEIGHT.
 GV4527'
 GV4527'THE APPROXIMATE CENTER OF THE STACK WAS INTERSECTED.
 GV4527
 GV4527                          STATION RECOVERY (2003)
 GV4527
 GV4527'RECOVERY NOTE BY US POWER SQUADRON 2003 (HFR)
 GV4527'NEITHER BUILDING NOR 100 FT. STACK NOW EXIST. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4528 ***********************************************************************
 GV4528  DESIGNATION -  FORT EUSTIS WATER TANK 1618
 GV4528  PID         -  GV4528
 GV4528  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4528  USGS QUAD   -  YORKTOWN (1994)
 GV4528
 GV4528                         *CURRENT SURVEY CONTROL
 GV4528  ___________________________________________________________________
 GV4528* NAD 83(1993)-  37 09 20.61795(N)    076 35 51.60835(W)     ADJUSTED  
 GV4528* NAVD 88     -                                                        
 GV4528  ___________________________________________________________________
 GV4528  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 GV4528  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 GV4528
 GV4528  HORZ ORDER  -  THIRD
 GV4528
 GV4528.The horizontal coordinates were established by classical geodetic methods
 GV4528.and adjusted by the National Geodetic Survey in September 1995..
 GV4528
 GV4528
 GV4528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4528
 GV4528.The geoid height was determined by GEOID03.
 GV4528
 GV4528;                    North         East     Units Scale Factor Converg.
 GV4528;SPC VA S     - 1,092,967.016 3,668,964.199   MT  0.99995220   +1 09 16.5
 GV4528;SPC VA S     - 3,585,842.62 12,037,260.04   sFT  0.99995220   +1 09 16.5
 GV4528;UTM  18      - 4,113,342.766   358,131.107   MT  0.99984794   -0 57 54.5
 GV4528
 GV4528                          SUPERSEDED SURVEY CONTROL
 GV4528
 GV4528  NAD 83(1986)-  37 09 20.61907(N)    076 35 51.63882(W) AD(       ) 4
 GV4528  NAD 27      -  37 09 20.08400(N)    076 35 52.80900(W) AD(       ) 3
 GV4528
 GV4528.Superseded values are not recommended for survey control.
 GV4528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4528.See file dsdata.txt to determine how the superseded data were derived.
 GV4528
 GV4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5813113343(NAD 83)
 GV4528_MARKER: 51 = TANK
 GV4528
 GV4528  HISTORY     - Date     Condition        Report By
 GV4528  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV4528
 GV4528                          STATION DESCRIPTION
 GV4528
 GV4528'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4528'STATION IS LOCATED AT THE INTERSECTION OF WILSON AVE. AND
 GV4528'PATCH ROAD IN FORT EUSTIS.
 GV4528'
 GV4528'IT IS A RED AND WHITE CHECKED STRUCTURAL STEEL WATER TANK
 GV4528'THAT HAS A RED LIGHT ON THE TOP AND IS APPROXIMATELY 150
 GV4528'IN HEIGHT.
 GV4528'
 GV4528'THE RED LIGHT ON TOP OF THE WATER TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4529 ***********************************************************************
 GV4529  DESIGNATION -  FORT EUSTIS WATER TANK 216
 GV4529  PID         -  GV4529
 GV4529  STATE/COUNTY-  VA/C OF NEWPORT NEWS
 GV4529  USGS QUAD   -  YORKTOWN (1994)
 GV4529
 GV4529                         *CURRENT SURVEY CONTROL
 GV4529  ___________________________________________________________________
 GV4529* NAD 83(1993)-  37 09 49.41277(N)    076 34 58.62908(W)     ADJUSTED  
 GV4529* NAVD 88     -                                                        
 GV4529  ___________________________________________________________________
 GV4529  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 GV4529  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 GV4529
 GV4529  HORZ ORDER  -  THIRD
 GV4529
 GV4529.The horizontal coordinates were established by classical geodetic methods
 GV4529.and adjusted by the National Geodetic Survey in September 1995..
 GV4529
 GV4529
 GV4529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4529
 GV4529.The geoid height was determined by GEOID03.
 GV4529
 GV4529;                    North         East     Units Scale Factor Converg.
 GV4529;SPC VA S     - 1,093,880.917 3,670,253.106   MT  0.99995169   +1 09 48.6
 GV4529;SPC VA S     - 3,588,840.98 12,041,488.73   sFT  0.99995169   +1 09 48.6
 GV4529;UTM  18      - 4,114,208.274   359,452.796   MT  0.99984334   -0 57 23.1
 GV4529
 GV4529                          SUPERSEDED SURVEY CONTROL
 GV4529
 GV4529  NAD 83(1986)-  37 09 49.41353(N)    076 34 58.65936(W) AD(       ) 4
 GV4529  NAD 27      -  37 09 48.88000(N)    076 34 59.83100(W) AD(       ) 3
 GV4529
 GV4529.Superseded values are not recommended for survey control.
 GV4529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4529.See file dsdata.txt to determine how the superseded data were derived.
 GV4529
 GV4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG5945314208(NAD 83)
 GV4529_MARKER: 53 = ELEVATED TANK
 GV4529
 GV4529  HISTORY     - Date     Condition        Report By
 GV4529  HISTORY     - 1958     FIRST OBSERVED   CGS
 GV4529  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 GV4529
 GV4529                          STATION DESCRIPTION
 GV4529
 GV4529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 GV4529'STATION IS LOCATED AT THE INTERSECTION OF LEE AND 18TH STREETS
 GV4529'IN FORT EUSTIS.
 GV4529'
 GV4529'IT IS A SILVER 6 LEGGED STRUCTURAL STEEL WATER TANK WITH
 GV4529'A ROUND BALL ON THE TOP AND IS APPROXIMATELY 150 FEET IN
 GV4529'HEIGHT.
 GV4529'
 GV4529'THE ROUND BALL ON THE TOP OF THE WATER TANK WAS INTERSECTED.
 GV4529
 GV4529                          STATION RECOVERY (2003)
 GV4529
 GV4529'RECOVERY NOTE BY US POWER SQUADRON 2003 (HFR)
 GV4529'WAS PREVIOUSLY LOCATED NEAR THE INTERSECTION OF WHAT IS NOW CALLED
 GV4529'CALHOUN AND LEE STREETS. 18TH ST. IS NO LONGER MARKED AS SUCH.
 GV4529'THE TANK HAS BEEN REMOVED. AT THIS TIME, THE SITE IS BEING REGRADED
 GV4529'AND STAKES MARK THE LEGS AND CENTER OF THE OLD TANK. IF TANK IS
 GV4529'REPLACED, THIS IS A GOOD SATELLITE OBSERVATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4819 ***********************************************************************
 HV4819  DESIGNATION -  FORT MARCEY 1927
 HV4819  PID         -  HV4819
 HV4819  STATE/COUNTY-  VA/FAIRFAX
 HV4819  USGS QUAD   -  FALLS CHURCH (1994)
 HV4819
 HV4819                         *CURRENT SURVEY CONTROL
 HV4819  ___________________________________________________________________
 HV4819* NAD 83(1993)-  38 56 05.02126(N)    077 07 31.28940(W)     ADJUSTED  
 HV4819* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 HV4819  ___________________________________________________________________
 HV4819  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 HV4819  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HV4819
 HV4819  HORZ ORDER  -  THIRD
 HV4819
 HV4819.The horizontal coordinates were established by classical geodetic methods
 HV4819.and adjusted by the National Geodetic Survey in November 1994..
 HV4819
 HV4819.The orthometric height was scaled from a topographic map.
 HV4819
 HV4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4819
 HV4819.The geoid height was determined by GEOID03.
 HV4819
 HV4819;                    North         East     Units Scale Factor Converg.
 HV4819;SPC VA N     - 2,141,647.630 3,619,180.826   MT  0.99996367   +0 51 28.6
 HV4819;SPC VA N     - 7,026,388.93 11,873,929.09   sFT  0.99996367   +0 51 28.6
 HV4819;UTM  18      - 4,311,681.060   315,783.565   MT  1.00001789   -1 20 09.7
 HV4819
 HV4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4819!SPC VA N     -   0.99999452  x   0.99996367  =   0.99995819
 HV4819!UTM  18      -   0.99999452  x   1.00001789  =   1.00001241
 HV4819
 HV4819:                Primary Azimuth Mark                     Grid Az
 HV4819:SPC VA N     -  REFORM SCHOOL TANK                       082 40 46.1
 HV4819:UTM  18      -  REFORM SCHOOL TANK                       084 52 24.4
 HV4819
 HV4819|---------------------------------------------------------------------|
 HV4819| PID    Reference Object                     Distance      Geod. Az  |
 HV4819|                                                           dddmmss.s |
 HV4819| HV4371 REFORM SCHOOL TANK                  APPROX. 1.6 KM 0833214.7 |
 HV4819| HV2957 SAEGMULLER                          APPROX. 1.3 KM 1732926.5 |
 HV4819|---------------------------------------------------------------------|
 HV4819
 HV4819                          SUPERSEDED SURVEY CONTROL
 HV4819
 HV4819  NAD 83(1993)-  38 56 05.02033(N)    077 07 31.29117(W) AD(       ) 3
 HV4819  NAD 83(1986)-  38 56 05.01982(N)    077 07 31.30042(W) AD(       ) 3
 HV4819  NAD 27      -  38 56 04.61900(N)    077 07 32.37100(W) AD(       ) 3
 HV4819
 HV4819.Superseded values are not recommended for survey control.
 HV4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4819.See file dsdata.txt to determine how the superseded data were derived.
 HV4819
 HV4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1578411681(NAD 83)
 HV4819_MARKER: DS = TRIANGULATION STATION DISK
 HV4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV4819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV4819+STABILITY: SURFACE MOTION
 HV4819
 HV4819  HISTORY     - Date     Condition        Report By
 HV4819  HISTORY     - 1927     MONUMENTED       CGS
 HV4819  HISTORY     - 1956     SEE DESCRIPTION  CGS
 HV4819
 HV4819                          STATION DESCRIPTION
 HV4819
 HV4819'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (BW)
 HV4819'STATION IS LOCATED ON TOP OF OLD EARTH PARAPET AT FORT MARCEY,
 HV4819'EXTREME SE CORNER.  FORT IS ON LEESBURG ROAD ABOUT 3/4 MILE
 HV4819'NW OF CHAIN BRIDGE (W END).
 HV4819'
 HV4819'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HV4819
 HV4819                          STATION RECOVERY (1956)
 HV4819
 HV4819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ROW)
 HV4819'RECOVERED AN UNSTAMPED U.S.C. AND G.S. TRIANGULATION DISK
 HV4819'IN A ROUND CONCRETE MONUMENT PROJECTING 2 IN. ON TOP OF THE
 HV4819'EARTH PARAPET.  TAKE THE ROAD FROM CHAIN BRIDGE TOWARD LANGLEY
 HV4819'FOR ABOUT 0.2 MI. BEYOND THE ARLINGTON-FAIRFAX COUNTY LINE.
 HV4819'STATION ON LEFT (SW) SIDE OF THE ROAD, ACROSS FLAT GROUND
 HV4819'ABOUT 200 FT. FROM THE ROAD, AND ON THE N END OF THE E PARAPET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3970 ***********************************************************************
 GV3970  DESIGNATION -  FORT MONROE EAST TOWER
 GV3970  PID         -  GV3970
 GV3970  STATE/COUNTY-  VA/C OF HAMPTON
 GV3970  USGS QUAD   -  HAMPTON (1986)
 GV3970
 GV3970                         *CURRENT SURVEY CONTROL
 GV3970  ___________________________________________________________________
 GV3970* NAD 83(1993)-  37 00 11.11638(N)    076 18 19.99868(W)     ADJUSTED  
 GV3970* NAVD 88     -                                                        
 GV3970  ___________________________________________________________________
 GV3970  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GV3970  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 GV3970
 GV3970  HORZ ORDER  -  THIRD
 GV3970
 GV3970.The horizontal coordinates were established by classical geodetic methods
 GV3970.and adjusted by the National Geodetic Survey in September 1995..
 GV3970
 GV3970
 GV3970.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3970
 GV3970.The geoid height was determined by GEOID03.
 GV3970
 GV3970;                    North         East     Units Scale Factor Converg.
 GV3970;SPC VA S     - 1,076,595.483 3,695,298.975   MT  0.99996551   +1 19 54.7
 GV3970;SPC VA S     - 3,532,130.35 12,123,660.05   sFT  0.99996551   +1 19 54.7
 GV3970;UTM  18      - 4,096,011.521   383,838.735   MT  0.99976623   -0 47 09.0
 GV3970
 GV3970                          SUPERSEDED SURVEY CONTROL
 GV3970
 GV3970  NAD 83(1986)-  37 00 11.12158(N)    076 18 20.03518(W) AD(       ) 4
 GV3970  NAD 27      -  37 00 10.58100(N)    076 18 21.24800(W) AD(       ) 3
 GV3970
 GV3970.Superseded values are not recommended for survey control.
 GV3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3970.See file dsdata.txt to determine how the superseded data were derived.
 GV3970
 GV3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8383996012(NAD 83)
 GV3970_MARKER: 55 = TOWER
 GV3970
 GV3970  HISTORY     - Date     Condition        Report By
 GV3970  HISTORY     - 1906     FIRST OBSERVED   CGS
 GV3970  HISTORY     - 20051103 MARK NOT FOUND   GEOCAC
 GV3970
 GV3970                          STATION DESCRIPTION
 GV3970
 GV3970'DESCRIBED BY GEOCACHING 2005 (WD)
 GV3970'THERE IS NO TOWER AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3971 ***********************************************************************
 GV3971  DESIGNATION -  FORT MONROE IRON SIGNAL TOWER
 GV3971  PID         -  GV3971
 GV3971  STATE/COUNTY-  VA/C OF HAMPTON
 GV3971  USGS QUAD   -  HAMPTON (1986)
 GV3971
 GV3971                         *CURRENT SURVEY CONTROL
 GV3971  ___________________________________________________________________
 GV3971* NAD 83(1993)-  37 00 03.63588(N)    076 18 31.12804(W)     ADJUSTED  
 GV3971* NAVD 88     -                                                        
 GV3971  ___________________________________________________________________
 GV3971  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 GV3971  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 GV3971
 GV3971  HORZ ORDER  -  THIRD
 GV3971
 GV3971.The horizontal coordinates were established by classical geodetic methods
 GV3971.and adjusted by the National Geodetic Survey in September 1995..
 GV3971
 GV3971
 GV3971.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3971
 GV3971.The geoid height was determined by GEOID03.
 GV3971
 GV3971;                    North         East     Units Scale Factor Converg.
 GV3971;SPC VA S     - 1,076,358.560 3,695,029.244   MT  0.99996574   +1 19 48.0
 GV3971;SPC VA S     - 3,531,353.04 12,122,775.11   sFT  0.99996574   +1 19 48.0
 GV3971;UTM  18      - 4,095,784.772   383,560.488   MT  0.99976702   -0 47 15.6
 GV3971
 GV3971                          SUPERSEDED SURVEY CONTROL
 GV3971
 GV3971  NAD 83(1986)-  37 00 03.64104(N)    076 18 31.16454(W) AD(       ) 4
 GV3971  NAD 27      -  37 00 03.10900(N)    076 18 32.37500(W) AD(       ) 3
 GV3971
 GV3971.Superseded values are not recommended for survey control.
 GV3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3971.See file dsdata.txt to determine how the superseded data were derived.
 GV3971
 GV3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8356095785(NAD 83)
 GV3971_MARKER: 55 = TOWER
 GV3971
 GV3971  HISTORY     - Date     Condition        Report By
 GV3971  HISTORY     - 1906     FIRST OBSERVED   CGS
 GV3971  HISTORY     - 1919     GOOD             CGS
 GV3971  HISTORY     - 1943     GOOD             CGS
 GV3971  HISTORY     - 1955     GOOD             AMS
 GV3971  HISTORY     - 1960     GOOD             CGS
 GV3971  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 GV3971  HISTORY     - 20051103 MARK NOT FOUND   GEOCAC
 GV3971
 GV3971                          STATION DESCRIPTION
 GV3971
 GV3971'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 GV3971'A STEEL SKELETON TOWER ON THE SOUTH SHORE AT OLD POINT COMFORT,
 GV3971'USED BY THE WEATHER BUREAU FOR THE DISPLAY OF STORM SIGNALS.
 GV3971
 GV3971                          STATION RECOVERY (1943)
 GV3971
 GV3971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3971'RECOVERED AS DESCRIBED, IN GOOD CONDITION.  PORTIONS OF TOWER
 GV3971'HAVE BEEN REMOVED FROM TIME TO TIME BUT TOWER IS IN ORIGINAL
 GV3971'POSITION.
 GV3971
 GV3971                          STATION RECOVERY (1955)
 GV3971
 GV3971'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3971'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV3971
 GV3971                          STATION RECOVERY (1960)
 GV3971
 GV3971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3971'THE OLD SIGNAL TOWER REMAINS BUT IS NOT IN VERY GOOD CONDITION.
 GV3971
 GV3971                          STATION RECOVERY (1995)
 GV3971
 GV3971'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3971'MARK NOT FOUND.
 GV3971
 GV3971                          STATION RECOVERY (2005)
 GV3971
 GV3971'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV3971'THERE IS NO TOWER AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3972 ***********************************************************************
 GV3972  DESIGNATION -  FORT MONROE TALL SQUARE TOWER
 GV3972  PID         -  GV3972
 GV3972  STATE/COUNTY-  VA/C OF HAMPTON
 GV3972  USGS QUAD   -  HAMPTON (1986)
 GV3972
 GV3972                         *CURRENT SURVEY CONTROL
 GV3972  ___________________________________________________________________
 GV3972* NAD 83(1993)-  37 00 34.94768(N)    076 18 05.97083(W)     ADJUSTED  
 GV3972* NAVD 88     -                                                        
 GV3972  ___________________________________________________________________
 GV3972  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GV3972  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 GV3972
 GV3972  HORZ ORDER  -  THIRD
 GV3972
 GV3972.The horizontal coordinates were established by classical geodetic methods
 GV3972.and adjusted by the National Geodetic Survey in September 1995..
 GV3972
 GV3972
 GV3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3972
 GV3972.The geoid height was determined by GEOID03.
 GV3972
 GV3972;                    North         East     Units Scale Factor Converg.
 GV3972;SPC VA S     - 1,077,337.978 3,695,628.595   MT  0.99996478   +1 20 03.2
 GV3972;SPC VA S     - 3,534,566.35 12,124,741.48   sFT  0.99996478   +1 20 03.2
 GV3972;UTM  18      - 4,096,741.182   384,195.496   MT  0.99976521   -0 47 01.0
 GV3972
 GV3972                          SUPERSEDED SURVEY CONTROL
 GV3972
 GV3972  NAD 83(1986)-  37 00 34.95286(N)    076 18 06.00739(W) AD(       ) 4
 GV3972  NAD 27      -  37 00 34.45100(N)    076 18 07.20000(W) AD(       ) 3
 GV3972
 GV3972.Superseded values are not recommended for survey control.
 GV3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3972.See file dsdata.txt to determine how the superseded data were derived.
 GV3972
 GV3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8419596741(NAD 83)
 GV3972_MARKER: 55 = TOWER
 GV3972
 GV3972  HISTORY     - Date     Condition        Report By
 GV3972  HISTORY     - 1906     FIRST OBSERVED   CGS
 GV3972  HISTORY     - 20051103 MARK NOT FOUND   GEOCAC
 GV3972
 GV3972                          STATION DESCRIPTION
 GV3972
 GV3972'DESCRIBED BY GEOCACHING 2005 (WD)
 GV3972'THERE IS NO TOWER AT THE LOCATION OF THE PUBLISHED COORDINATES.  SITE
 GV3972'IS OCCUPIED BY A LOW BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3973 ***********************************************************************
 GV3973  DESIGNATION -  FORT MONROE TANK
 GV3973  PID         -  GV3973
 GV3973  STATE/COUNTY-  VA/C OF HAMPTON
 GV3973  USGS QUAD   -  HAMPTON (1986)
 GV3973
 GV3973                         *CURRENT SURVEY CONTROL
 GV3973  ___________________________________________________________________
 GV3973* NAD 83(1993)-  37 00 24.99205(N)    076 18 40.75248(W)     ADJUSTED  
 GV3973* NAVD 88     -                                                        
 GV3973  ___________________________________________________________________
 GV3973  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 GV3973  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 GV3973
 GV3973  HORZ ORDER  -  THIRD
 GV3973
 GV3973.The horizontal coordinates were established by classical geodetic methods
 GV3973.and adjusted by the National Geodetic Survey in September 1995..
 GV3973
 GV3973
 GV3973.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3973
 GV3973.The geoid height was determined by GEOID03.
 GV3973
 GV3973;                    North         East     Units Scale Factor Converg.
 GV3973;SPC VA S     - 1,077,011.190 3,694,776.089   MT  0.99996508   +1 19 42.1
 GV3973;SPC VA S     - 3,533,494.21 12,121,944.55   sFT  0.99996508   +1 19 42.1
 GV3973;UTM  18      - 4,096,446.180   383,331.668   MT  0.99976768   -0 47 21.8
 GV3973
 GV3973                          SUPERSEDED SURVEY CONTROL
 GV3973
 GV3973  NAD 83(1986)-  37 00 24.99743(N)    076 18 40.78905(W) AD(       ) 4
 GV3973  NAD 27      -  37 00 24.44400(N)    076 18 41.99600(W) AD(       ) 3
 GV3973
 GV3973.Superseded values are not recommended for survey control.
 GV3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3973.See file dsdata.txt to determine how the superseded data were derived.
 GV3973
 GV3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8333296446(NAD 83)
 GV3973_MARKER: 51 = TANK
 GV3973
 GV3973  HISTORY     - Date     Condition        Report By
 GV3973  HISTORY     - 1929     FIRST OBSERVED   CGS
 GV3973  HISTORY     - 1932     GOOD             CGS
 GV3973  HISTORY     - 1943     GOOD             CGS
 GV3973  HISTORY     - 1951     GOOD             USAF
 GV3973  HISTORY     - 1955     GOOD             AMS
 GV3973  HISTORY     - 1960     GOOD             CGS
 GV3973  HISTORY     - 1966     GOOD             CGS
 GV3973  HISTORY     - 1968     GOOD             CGS
 GV3973  HISTORY     - 1980     GOOD             NOS
 GV3973  HISTORY     - 19950509 GOOD             USPSQD
 GV3973  HISTORY     - 20051103 GOOD             GEOCAC
 GV3973
 GV3973                          STATION DESCRIPTION
 GV3973
 GV3973'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 GV3973'THE STATION IS THE CENTER OF A WATER TANK LOCATED ABOUT 100 METERS
 GV3973'OUTSIDE AND TO THE NORTHWEST OF THE FORT AT THE U.S. ARMY
 GV3973'RESERVATION FORTRESS MONROE, OLD POINT COMFORT, VIRGINIA.  THE
 GV3973'TANK IS APPROXIMATELY 200,000 GALLONS IN CAPACITY, PAINTED
 GV3973'BLACK AND ABOUT 75 FEET HIGH.  IT IS NORTHWEST OF OLD POINT
 GV3973'COMFORT LIGHTHOUSE AND ABOUT 720 METERS DISTANT IT IS A VERY
 GV3973'CONSPICUOUS LAND MARK FROM THE LOWER PART OF HAMPTON ROADS.
 GV3973
 GV3973                          STATION RECOVERY (1932)
 GV3973
 GV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GDC)
 GV3973'STATION WAS UNOCCUPIED.  A PROMINENT BLACK WATER TANK SITUATED
 GV3973'IN THE NORTHWEST SECTION OF THE U.S. ARMY RESERVATION AT FORT
 GV3973'MONROE.  THE POINT SIGHTED ON WAS THE CENTER OF THE BALL ATOP
 GV3973'OF THE TANK.
 GV3973
 GV3973                          STATION RECOVERY (1943)
 GV3973
 GV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3973'RECOVERED AS DESCRIBED, IN GOOD CONDITION.  STATION NOT TO BE
 GV3973'CONFUSED WITH NEWER TANK AT FORT MONROE, WHICH HAS A LARGER
 GV3973'CIRCUMFERENCE AND IS NOW PAINTED OLIVE DRAB.
 GV3973
 GV3973                          STATION RECOVERY (1951)
 GV3973
 GV3973'RECOVERY NOTE BY US AIR FORCE 1951 (HJP)
 GV3973'STATION RECOVERED IN GOOD CONDITION ACCORDING TO STATION INDEX.
 GV3973
 GV3973                          STATION RECOVERY (1955)
 GV3973
 GV3973'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3973'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT TANK
 GV3973'IS ORANGE AND WHITE.
 GV3973
 GV3973                          STATION RECOVERY (1960)
 GV3973
 GV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3973'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV3973
 GV3973                          STATION RECOVERY (1966)
 GV3973
 GV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RMP)
 GV3973'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE FOR
 GV3973'RECOVERY WITH THE FOLLOWING CHANGE.  TANK IS NOW PAINTED RED
 GV3973'AND WHITE IN A CHECKER BOARD FASHION.
 GV3973
 GV3973                          STATION RECOVERY (1968)
 GV3973
 GV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV3973'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 GV3973'TANK IS NOW PAINTED RED AND WHITE.  HEIGHT OF TANK IS 150 FEET.
 GV3973
 GV3973                          STATION RECOVERY (1980)
 GV3973
 GV3973'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 GV3973'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GV3973
 GV3973                          STATION RECOVERY (1995)
 GV3973
 GV3973'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3973'RECOVERED IN GOOD CONDITION.
 GV3973
 GV3973                          STATION RECOVERY (2005)
 GV3973
 GV3973'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 GV3973'THE TANK IS NOW PAINTED WHITE WITH A GO ARMY LOGO ON THE SOUTHWEST
 GV3973'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5345 ***********************************************************************
 GV5345  DESIGNATION -  FORT POWHATAN LIGHT
 GV5345  PID         -  GV5345
 GV5345  STATE/COUNTY-  VA/PRINCE GEORGE
 GV5345  USGS QUAD   -  CHARLES CITY (1987)
 GV5345
 GV5345                         *CURRENT SURVEY CONTROL
 GV5345  ___________________________________________________________________
 GV5345* NAD 83(1993)-  37 16 11.58812(N)    077 04 35.11496(W)     ADJUSTED  
 GV5345* NAVD 88     -                                                        
 GV5345  ___________________________________________________________________
 GV5345  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 GV5345  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GV5345
 GV5345  HORZ ORDER  -  THIRD
 GV5345
 GV5345.The horizontal coordinates were established by classical geodetic methods
 GV5345.and adjusted by the National Geodetic Survey in September 1995..
 GV5345
 GV5345
 GV5345.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5345
 GV5345.The geoid height was determined by GEOID03.
 GV5345
 GV5345;                    North         East     Units Scale Factor Converg.
 GV5345;SPC VA S     - 1,104,885.353 3,626,254.403   MT  0.99994685   +0 51 50.4
 GV5345;SPC VA S     - 3,624,944.70 11,897,136.32   sFT  0.99994685   +0 51 50.4
 GV5345;UTM  18      - 4,126,833.066   315,892.425   MT  1.00001755   -1 15 28.0
 GV5345
 GV5345                          SUPERSEDED SURVEY CONTROL
 GV5345
 GV5345  NAD 83(1993)-  37 16 11.58989(N)    077 04 35.11609(W) AD(       ) 4
 GV5345  NAD 83(1986)-  37 16 11.59290(N)    077 04 35.13361(W) AD(       ) 4
 GV5345  NAD 27      -  37 16 11.06000(N)    077 04 36.24100(W) AD(       ) 3
 GV5345
 GV5345.Superseded values are not recommended for survey control.
 GV5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5345.See file dsdata.txt to determine how the superseded data were derived.
 GV5345
 GV5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG1589226833(NAD 83)
 GV5345_MARKER: 14 = NAVIGATION LIGHT
 GV5345
 GV5345  HISTORY     - Date     Condition        Report By
 GV5345  HISTORY     - 1938     FIRST OBSERVED   USLHS
 GV5345  HISTORY     - 1942     GOOD             USLHS
 GV5345  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 GV5345  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 GV5345
 GV5345                          STATION DESCRIPTION
 GV5345
 GV5345'DESCRIBED BY US LIGHTHOUSE SERVICE (NOW USCG) 1938 (HEF)
 GV5345'LOCATED ON TOP AND NEAR THE EDGE OF A TEN FOOT RETAINING WALL AT
 GV5345'THE SITE OF OLD FORT POWHATAN, ACROSS THE JAMES RIVER FROM THE
 GV5345'SOUTHERN END OF WEYANOKE POINT.  STATION IS THE LIGHT ON TOP OF
 GV5345'A WHITE TANK HOUSE, ESTABLISHED BY THE U.S. LIGHTHOUSE SERVICE
 GV5345'IN 1930.
 GV5345
 GV5345                          STATION RECOVERY (1942)
 GV5345
 GV5345'RECOVERY NOTE BY US LIGHTHOUSE SERVICE (NOW USCG) 1942 (LWS)
 GV5345'1938 DESCRIPTION ADEQUATE.
 GV5345
 GV5345                          STATION RECOVERY (1998)
 GV5345
 GV5345'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV5345'MARK NOT FOUND.
 GV5345
 GV5345                          STATION RECOVERY (2003)
 GV5345
 GV5345'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0602 ***********************************************************************
 GV0602  DESIGNATION -  FORT RESET
 GV0602  PID         -  GV0602
 GV0602  STATE/COUNTY-  VA/GLOUCESTER
 GV0602  USGS QUAD   -  YORKTOWN (1994)
 GV0602
 GV0602                         *CURRENT SURVEY CONTROL
 GV0602  ___________________________________________________________________
 GV0602* NAD 83(1993)-  37 14 58.09897(N)    076 30 09.01607(W)     ADJUSTED  
 GV0602* NAVD 88     -        11.960  (meters)      39.24   (feet)  ADJUSTED  
 GV0602  ___________________________________________________________________
 GV0602  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 GV0602  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0602  DYNAMIC HT  -          11.951 (meters)      39.21  (feet)  COMP
 GV0602  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 GV0602
 GV0602  HORZ ORDER  -  SECOND
 GV0602  VERT ORDER  -  FIRST     CLASS II
 GV0602
 GV0602.The horizontal coordinates were established by classical geodetic methods
 GV0602.and adjusted by the National Geodetic Survey in September 1995..
 GV0602
 GV0602.The orthometric height was determined by differential leveling
 GV0602.and adjusted by the National Geodetic Survey in June 1991..
 GV0602
 GV0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV0602
 GV0602.The geoid height was determined by GEOID03.
 GV0602
 GV0602.The dynamic height is computed by dividing the NAVD 88
 GV0602.geopotential number by the normal gravity value computed on the
 GV0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0602.degrees latitude (g = 980.6199 gals.).
 GV0602
 GV0602.The modeled gravity was interpolated from observed gravity values.
 GV0602
 GV0602;                    North         East     Units Scale Factor Converg.
 GV0602;SPC VA S     - 1,103,542.674 3,677,195.328   MT  0.99994751   +1 12 44.4
 GV0602;SPC VA S     - 3,620,539.59 12,064,265.01   sFT  0.99994751   +1 12 44.4
 GV0602;UTM  18      - 4,123,605.376   366,746.967   MT  0.99981873   -0 54 34.5
 GV0602
 GV0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV0602!SPC VA S     -   1.00000374  x   0.99994751  =   0.99995125
 GV0602!UTM  18      -   1.00000374  x   0.99981873  =   0.99982247
 GV0602
 GV0602|---------------------------------------------------------------------|
 GV0602| PID    Reference Object                     Distance      Geod. Az  |
 GV0602|                                                           dddmmss.s |
 GV0602| DC9424 FORT RM 5 CUT IN PINE TREE           12.000 METERS 05936     |
 GV0602| DC9422 FORT RM 2                                          08403     |
 GV0602| GV4530 GLOUCESTER POINT WINDMILL           158.038 METERS 17145     |
 GV0602| GV4523 CORNER 2                            APPROX. 1.9 KM 1820743.6 |
 GV0602| GV4552 YORKTOWN MONUMENT                   APPROX. 1.8 KM 1870147.1 |
 GV0602| GV4535 NELSON HOUSE EAST CHIMNEY           APPROX. 1.7 KM 1933630.1 |
 GV0602| GV4550 YORKTOWN COURTHOUSE CUPOLA          APPROX. 1.6 KM 2002647.6 |
 GV0602| GV4539 PICKLE FACTORY SOUTH GABLE          463.935 METERS 2032443.5 |
 GV0602| GV4549 YORK 3                              APPROX. 1.3 KM 2082554.4 |
 GV0602| GV4551 YORKTOWN GASOLINE TANK              APPROX. 1.4 KM 2150328.5 |
 GV0602| DC9421 FORT RM 1                                          22831     |
 GV0602| DC9420 FORT RM                                            24428     |
 GV0602| GV4546 WATER TANK LACKEY                   APPROX. 4.3 KM 2493539.8 |
 GV0602| DC9423 FORT RM 4 BLAZE ON TREE              37.400 METERS 25323     |
 GV0602| GV4521 CHIMNEY                             APPROX. 2.6 KM 2660247.1 |
 GV0602| GV4533 MARINE BARRACKS FLAGPOLE            APPROX. 2.6 KM 2661559.5 |
 GV0602| GV4532 MARINE BARRACKS BLACK STACK         APPROX. 2.7 KM 2665629.5 |
 GV0602| GV4440 MINE DEPOT LIGHT ON PIER            APPROX. 2.2 KM 2773957.2 |
 GV0602| GV4430 HOUSE A EAST CHIMNEY                APPROX. 3.4 KM 2780715.9 |
 GV0602|---------------------------------------------------------------------|
 GV0602
 GV0602                          SUPERSEDED SURVEY CONTROL
 GV0602
 GV0602  NAD 83(1993)-  37 14 58.09962(N)    076 30 09.02263(W) AD(       ) 2
 GV0602  NAD 83(1986)-  37 14 58.10865(N)    076 30 09.04723(W) AD(       ) 2
 GV0602  NAD 27      -  37 14 57.59000(N)    076 30 10.22500(W) AD(       ) 2
 GV0602  NGVD 29 (??/??/??)   12.311  (m)           40.39   (f) ADJUSTED    1 2
 GV0602
 GV0602.Superseded values are not recommended for survey control.
 GV0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0602.See file dsdata.txt to determine how the superseded data were derived.
 GV0602
 GV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6674723605(NAD 83)
 GV0602_MARKER: DS = TRIANGULATION STATION DISK
 GV0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0602_STAMPING: FORT
 GV0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0602+STABILITY: SURFACE MOTION
 GV0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV0602+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 GV0602
 GV0602  HISTORY     - Date     Condition        Report By
 GV0602  HISTORY     - 1906     MONUMENTED       CGS
 GV0602  HISTORY     - 1911     GOOD             CGS
 GV0602  HISTORY     - 1914     GOOD             VACF
 GV0602  HISTORY     - 1928     GOOD             VACF
 GV0602  HISTORY     - 1932     SEE DESCRIPTION  CGS
 GV0602  HISTORY     - 1943     GOOD             CGS
 GV0602  HISTORY     - 1949     GOOD             CGS
 GV0602  HISTORY     - 1952     GOOD             CGS
 GV0602  HISTORY     - 1952     GOOD             CGS
 GV0602  HISTORY     - 1952     GOOD             CGS
 GV0602  HISTORY     - 1957     GOOD             AMS
 GV0602  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0602  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0602  HISTORY     - 19970129 GOOD             USPSQD
 GV0602  HISTORY     - 20020111 GOOD             USPSQD
 GV0602  HISTORY     - 20060214 GOOD             USPSQD
 GV0602
 GV0602                          STATION DESCRIPTION
 GV0602
 GV0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WB)
 GV0602'THIS STATION IS ON GLOUCESTER POINT, N SHORE OF YORK RIVER.
 GV0602'THE STATION IS IN AN OLD MILITARY FORT WHICH IS 40 FEET ABOVE
 GV0602'HIGH WATER.  STATION IS ABOUT NW OF THE HOUSE OWNED BY MR. J.A.
 GV0602'TALIAFENO AND IS ABOUT 160 METERS NW OF THE MAIN PUBLIC ROAD.
 GV0602'
 GV0602'STATION WAS MARKED AS FOLLOWS--A TERRA-COTTA PIPE 2 FEET LONG,
 GV0602'4 INCHES IN DIAMETER (ALL THE TERRA-COTTA PIPE MENTIONED IN
 GV0602'THESE DESCRIPTIONS HAVE THESE DIMENSIONS) WAS CENTERED UNDER
 GV0602'STATION WITH TOP ABOUT 24 INCHES BELOW SURFACE OF GROUND.
 GV0602'ABOVE THIS WAS PLACED ABOUT 6 INCHES OF SAND.  UPON THIS WAS
 GV0602'CENTERED ANOTHER TERRA-COTTA PIPE WHICH WAS FILLED WITH
 GV0602'CEMENT AND SURROUNDED BY A COLUMN OF CEMENT ABOUT 20 INCHES
 GV0602'IN DIAMETER AND WITH TOP OF COLUMN FLUSH WITH SURFACE OF
 GV0602'GROUND.  TOP OF PIPE USED FOR SURFACE MARK EXTENDS 6 INCHES
 GV0602'ABOVE GROUND.  THE PIPES WERE PLUMBED AND THEIR CENTERS MARK
 GV0602'STATION.
 GV0602'
 GV0602'REFERENCE MARK IS A TRIANGLE CUT INTO A PINE TREE.  REFERENCE
 GV0602'MARK NO. 2 IS A TRIANGLE CUT INTO THE BARK OF A CEDAR TREE.
 GV0602'
 GV0602'REFERENCE MARK NO. 1 IS 57.40 METERS FROM STATION S 48 DEG 31 MIN W.
 GV0602'
 GV0602'REFERENCE MARK NO. 2 IS 69.50 METERS FROM STATION N 84 DEG 03 MIN E.
 GV0602
 GV0602                          STATION RECOVERY (1911)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV0602'STATION RECOVERED AS DESCRIBED BY WM. BOWIES ASSISTANT.  A
 GV0602'TILE PIPE SET IN CEMENT ON SITE OF OLD FORT ON HIGH GROUND
 GV0602'NNW OF GLOUCESTER POINT.  I SUPPLIED ANOTHER REFERENCE MARK,
 GV0602'SET ON HIGH GROUND AT THE SW CORNER OF EMBANKMENT NW OF THE
 GV0602'LARGE PINE WHICH IS ONE OF WM. BOWIES REFERENCE MARKS.  A
 GV0602'CEMENT BLOCK 2 FEET BY 8 BY 8 INCHES HAVING THE BRASS DISK
 GV0602'WITH ARROW POINTING TOWARDS THE STATION REINFORCED IN TOP,
 GV0602'STANDING ABOUT 3 INCHES ABOVE SURFACE, DISTANT 50.897 METERS
 GV0602'ON LINE 35 DEG 58 MIN 32.4 SEC TO RIGHT OF LINE TO STATIONS
 GV0602'YORK 1906 AND YORK 1910.
 GV0602
 GV0602                          STATION RECOVERY (1914)
 GV0602
 GV0602'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1914
 GV0602'IN GOOD SHAPE, SIGNAL STANDING.  REFERENCE MARK O.K.
 GV0602
 GV0602                          STATION RECOVERY (1928)
 GV0602
 GV0602'RECOVERY NOTE BY VIRGINIA COMMISSION OF FISHERIES 1928
 GV0602'IN GOOD SHAPE.  STATION TALIAFERRO NEARBY, DESTROYED.
 GV0602
 GV0602                          STATION RECOVERY (1932)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HO)
 GV0602'STATION FOUND AS DESCRIBED, ALSO REFERENCE MARKS NO. 1 AND
 GV0602'NO. 3 (3 PUT IN 1911).  THE TALIAFERRO HOUSE IS GONE.  THE
 GV0602'STATION WAS RE-MARKED WITH A STANDARD BRASS DISK, STAMPED
 GV0602'FORT, SET IN A CONCRETE BLOCK BUILT OVER THE OLD MARK.  NOW
 GV0602'PROJECTS 6 INCHES ABOVE GROUND.
 GV0602'
 GV0602'REFERENCE MARK NO. 4 IS A BLAZE ON A PINE TREE ON W SIDE OF
 GV0602'EMBANKMENT.  REFERENCE MARK NO. 5 IS A TRIANGLE CUT IN A PINE
 GV0602'TREE WHERE TRUNK BRANCHES INTO THREE PARTS.
 GV0602
 GV0602                          STATION RECOVERY (1943)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV0602'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING--
 GV0602'
 GV0602'1. REFERENCE MARK 4 COULD NOT BE DEFINITELY IDENTIFIED.
 GV0602'
 GV0602'2. REFERENCE MARK 5 IS 11.9 METERS FROM STATION.
 GV0602'
 GV0602'3. THE HOUSE OWNED BY MR. J.A. TALIAFERRO HAS BURNED DOWN.
 GV0602'
 GV0602'4. THE NEW REFERENCE MARK IN SW CORNER OF EMBANKMENT IS 50.93
 GV0602'METERS FROM STATION.
 GV0602'
 GV0602'STATION IS IN GOOD CONDITION.
 GV0602
 GV0602                          STATION RECOVERY (1949)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 GV0602'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 GV0602'EXCEPT REFERENCE MARK 2.  STATION WAS NOT OCCUPIED.
 GV0602
 GV0602                          STATION RECOVERY (1952)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HAP)
 GV0602'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GV0602'DESCRIPTION IS COMPLETE AND ADEQUATE.
 GV0602
 GV0602                          STATION RECOVERY (1952)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 GV0602'STATION IS LOCATED IN THE VILLAGE OF GLOUCESTER POINT, ABOUT
 GV0602'0.15 MILE NE ALONG U.S. HIGHWAY 17 FROM NE END OF BRIDGE
 GV0602'OVER YORK RIVER, ON TOP OF EARTH WORKS AROUND AN OLD ABANDONED
 GV0602'FORT, 199 FEET NW OF CENTER LINE OF HIGHWAY, 18 FEET SE OF A
 GV0602'20-INCH TRIPLE TRUNK PINE TREE, 13-1/2 FEET WSW OF AN 8-INCH
 GV0602'PINE TREE, ABOUT LEVEL WITH HIGHWAY, AND IN THE TOP OF A
 GV0602'CONCRETE POST PROJECTING 5 INCHES.  MARK IS STAMPED FORT.
 GV0602'
 GV0602'R.M. IS ABOUT 90 YARDS NW OF CENTER LINE OF HIGHWAY, 30
 GV0602'FEET SE OF A 24-INCH OAK TREE, 21 FEET NNE OF A 12-INCH PINE
 GV0602'TREE, 14 FEET SW OF A 12-INCH PINE TREE, AND IN THE TOP OF A
 GV0602'CONCRETE POST PROJECTING 2 INCHES.  NO STAMPING ON DISK.
 GV0602'
 GV0602'NO DESCRIPTION OF THESE MARKS AVAILABLE AT TIME OF RECOVERY.
 GV0602'IF ADDITIONAL MARKS WERE ESTABLISHED THEY WERE NOT LOCATED AT
 GV0602'THIS TIME.
 GV0602
 GV0602                          STATION RECOVERY (1952)
 GV0602
 GV0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GV0602'AT GLOUCESTER POINT.
 GV0602'AT GLOUCESTER POINT, ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY
 GV0602'17 FROM THE NORTHEAST END OF HIGHWAY BRIDGE OVER YORK RIVER, ON
 GV0602'TOP OF EARTH WORKS AROUND AN OLD ABANDONED FORT, 199 FEET NORTHWEST
 GV0602'OF CENTER LINE OF HIGHWAY, 167 FEET EAST-NORTHEAST OF RM MARK,
 GV0602'18 FEET SOUTHEAST OF A 20-INCH TRIPLE TRUNK PINE TREE, 13 1/2 FEET
 GV0602'WEST-SOUTHWEST OF AN 8-INCH PINE TREE, ABOUT LEVEL WITH HIGHWAY
 GV0602'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 GV0602
 GV0602                          STATION RECOVERY (1957)
 GV0602
 GV0602'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 GV0602'STATION RECOVERED IN GOOD CONDITION.
 GV0602
 GV0602                          STATION RECOVERY (1971)
 GV0602
 GV0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 GV0602'THE STATION MARK AND RMS WERE SEARCHED FOR BUT NOT RECOVERED ON THIS
 GV0602'DATE.
 GV0602'
 GV0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GLOUCESTER
 GV0602'POINT.
 GV0602
 GV0602                          STATION RECOVERY (1971)
 GV0602
 GV0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0602'MARK NOT FOUND.
 GV0602
 GV0602                          STATION RECOVERY (1997)
 GV0602
 GV0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0602'RECOVERED IN GOOD CONDITION.
 GV0602
 GV0602                          STATION RECOVERY (2002)
 GV0602
 GV0602'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0602'RECOVERED IN GOOD CONDITION.
 GV0602
 GV0602                          STATION RECOVERY (2006)
 GV0602
 GV0602'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV0602'STATION FOUN IN GOOD CONDITION ON HIGH GROUND 199FT NORTHWEST OF WALK
 GV0602'THRU GATE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV0603 ***********************************************************************
 GV0603  DESIGNATION -  FORT RM
 GV0603  PID         -  GV0603
 GV0603  STATE/COUNTY-  VA/GLOUCESTER
 GV0603  USGS QUAD   -  YORKTOWN (1994)
 GV0603
 GV0603                         *CURRENT SURVEY CONTROL
 GV0603  ___________________________________________________________________
 GV0603* NAD 83(1986)-  37 14 58.     (N)    076 30 09.     (W)     SCALED    
 GV0603* NAVD 88     -        12.639  (meters)      41.47   (feet)  ADJUSTED  
 GV0603  ___________________________________________________________________
 GV0603  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 GV0603  DYNAMIC HT  -          12.630 (meters)      41.44  (feet)  COMP
 GV0603  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 GV0603
 GV0603  VERT ORDER  -  FIRST     CLASS II
 GV0603
 GV0603.The horizontal coordinates were scaled from a topographic map and have
 GV0603.an estimated accuracy of +/- 6 seconds.
 GV0603
 GV0603.The orthometric height was determined by differential leveling
 GV0603.and adjusted by the National Geodetic Survey in June 1991..
 GV0603
 GV0603.The geoid height was determined by GEOID03.
 GV0603
 GV0603.The dynamic height is computed by dividing the NAVD 88
 GV0603.geopotential number by the normal gravity value computed on the
 GV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV0603.degrees latitude (g = 980.6199 gals.).
 GV0603
 GV0603.The modeled gravity was interpolated from observed gravity values.
 GV0603
 GV0603;                    North         East    Units  Estimated Accuracy
 GV0603;SPC VA S     - 1,103,540.    3,677,200.      MT  (+/- 180 meters Scaled)
 GV0603
 GV0603                          SUPERSEDED SURVEY CONTROL
 GV0603
 GV0603  NGVD 29 (??/??/??)   12.990  (m)           42.62   (f) ADJUSTED    1 2
 GV0603
 GV0603.Superseded values are not recommended for survey control.
 GV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV0603.See file dsdata.txt to determine how the superseded data were derived.
 GV0603
 GV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG667236(NAD 83)
 GV0603_MARKER: DR = REFERENCE MARK DISK
 GV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV0603+STABILITY: SURFACE MOTION
 GV0603
 GV0603  HISTORY     - Date     Condition        Report By
 GV0603  HISTORY     - 1952     MONUMENTED       CGS
 GV0603  HISTORY     - 1952     GOOD             CGS
 GV0603  HISTORY     - 1971     MARK NOT FOUND   NGS
 GV0603  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 GV0603  HISTORY     - 19970129 MARK NOT FOUND   USPSQD
 GV0603  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 GV0603
 GV0603                          STATION DESCRIPTION
 GV0603
 GV0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GV0603'AT GLOUCESTER POINT.
 GV0603'AT GLOUCESTER POINT, ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY
 GV0603'17 FROM THE NORTHEAST END OF BRIDGE OVER YORK RIVER, ON TOP OF
 GV0603'EARTH WORKS AROUND AN OLD ABANDONED FORT, ABOUT 90 YARDS NORTHWEST
 GV0603'OF CENTER LINE OF HIGHWAY, 167 FEET WEST OF THE STATION MARK,
 GV0603'30 FEET SOUTHEAST OF A 24-INCH OAK TREE, 21 FEET NORTH-NORTHEAST OF
 GV0603'A 12-INCH PINE TREE, 14 FEET SOUTHWEST OF A 12-INCH PINE TREE,
 GV0603'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 GV0603'NO STAMPING ON MARK.
 GV0603
 GV0603                          STATION RECOVERY (1971)
 GV0603
 GV0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GV0603'MARK NOT FOUND.
 GV0603
 GV0603                          STATION RECOVERY (1991)
 GV0603
 GV0603'RECOVERY NOTE BY US POWER SQUADRON 1991 (MC)
 GV0603'MARK NOT FOUND.
 GV0603
 GV0603                          STATION RECOVERY (1997)
 GV0603
 GV0603'RECOVERY NOTE BY US POWER SQUADRON 1997
 GV0603'MARK NOT FOUND.
 GV0603
 GV0603                          STATION RECOVERY (2002)
 GV0603
 GV0603'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC)
 GV0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4578 ***********************************************************************
 HV4578  DESIGNATION -  FORT SCOTT PB AND PP 1931
 HV4578  PID         -  HV4578
 HV4578  STATE/COUNTY-  VA/ARLINGTON
 HV4578  USGS QUAD   -  ALEXANDRIA (1994)
 HV4578
 HV4578                         *CURRENT SURVEY CONTROL
 HV4578  ___________________________________________________________________
 HV4578* NAD 83(1993)-  38 50 48.98445(N)    077 03 28.96596(W)     ADJUSTED  
 HV4578* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 HV4578  ___________________________________________________________________
 HV4578  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 HV4578  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HV4578
 HV4578  HORZ ORDER  -  SECOND
 HV4578
 HV4578.The horizontal coordinates were established by classical geodetic methods
 HV4578.and adjusted by the National Geodetic Survey in November 1994..
 HV4578
 HV4578.The orthometric height was scaled from a topographic map.
 HV4578
 HV4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4578
 HV4578.The geoid height was determined by GEOID03.
 HV4578
 HV4578;                    North         East     Units Scale Factor Converg.
 HV4578;SPC VA N     - 2,131,993.105 3,625,169.346   MT  0.99995638   +0 53 59.8
 HV4578;SPC VA N     - 6,994,714.05 11,893,576.43   sFT  0.99995638   +0 53 59.8
 HV4578;UTM  18      - 4,301,804.045   321,398.593   MT  0.99999281   -1 17 28.4
 HV4578
 HV4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4578!SPC VA N     -   0.99999739  x   0.99995638  =   0.99995377
 HV4578!UTM  18      -   0.99999739  x   0.99999281  =   0.99999020
 HV4578
 HV4578                          SUPERSEDED SURVEY CONTROL
 HV4578
 HV4578  NAD 83(1993)-  38 50 48.98291(N)    077 03 28.96750(W) AD(       ) 2
 HV4578  NAD 83(1986)-  38 50 48.98298(N)    077 03 28.97844(W) AD(       ) 2
 HV4578  NAD 27      -  38 50 48.58000(N)    077 03 30.05400(W) AD(       ) 2
 HV4578
 HV4578.Superseded values are not recommended for survey control.
 HV4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4578.See file dsdata.txt to determine how the superseded data were derived.
 HV4578
 HV4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2139901804(NAD 83)
 HV4578_MARKER: DD = SURVEY DISK
 HV4578_SETTING: 0 = UNSPECIFIED SETTING
 HV4578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4578
 HV4578  HISTORY     - Date     Condition        Report By
 HV4578  HISTORY     - 1931     MONUMENTED       PBPP
 HV4578  HISTORY     - 1965     MARK NOT FOUND   CGS
 HV4578
 HV4578                          STATION DESCRIPTION
 HV4578
 HV4578'DESCRIBED BY PUB BLDGS AND PARKS 1931
 HV4578'STATION IS LOCATED ON VIRGINIA SHORE OF POTOMAC RIVER IN
 HV4578'ARLINGTON COUNTY, ABOUT 200 YARDS S OF BREAST WORKS OF OLD
 HV4578'FORT SCOTT ON HIGHEST PART OF THE E EDGE OF ABOUT A 10-ACRE
 HV4578'CLEARING.  THE N SIDE OF THIS CLEARING IS JUST S OF FORT
 HV4578'SCOTT AND IS BORDERED BY A ROW OF 60-FOOT OAKS.
 HV4578'
 HV4578'ENTRANCE TO STATION ALONG UPPER ALEXANDRIA ROAD TURNING SE ON
 HV4578'OAKRIDGE BOULEVARD, LEFT ON A DIRT ROAD PASSING 100 FEET N OF
 HV4578'WATER TANK AND ALSO PASSING JUST N OF OLD FORT.  THE STATION
 HV4578'IS 0.8 MILE FROM ALEXANDRIA BOULEVARD.
 HV4578'
 HV4578'THE STATION IS MARKED BY STANDARD DISK SET IN 24-INCH CONCRETE
 HV4578'MONUMENT.
 HV4578'
 HV4578'THE AZIMUTH STATION IS MARKED BY STANDARD DISK SET IN 6-INCH
 HV4578'CAST-IRON PIPE FILLED WITH CONCRETE.
 HV4578'
 HV4578'STATION MARKED BY E.R. HERRING.
 HV4578
 HV4578                          STATION RECOVERY (1965)
 HV4578
 HV4578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 HV4578'THIS STATION COULD NOT BE RECOVERED.  THE AREA HAS BEEN
 HV4578'BUILT UP WITH HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0241 ***********************************************************************
 FX0241  DESIGNATION -  FORT STORY
 FX0241  PID         -  FX0241
 FX0241  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0241  USGS QUAD   -  CAPE HENRY (1986)
 FX0241
 FX0241                         *CURRENT SURVEY CONTROL
 FX0241  ___________________________________________________________________
 FX0241* NAD 83(1993)-  36 55 15.63516(N)    076 00 32.13477(W)     ADJUSTED  
 FX0241* NAVD 88     -        24.985  (meters)      81.97   (feet)  ADJUSTED  
 FX0241  ___________________________________________________________________
 FX0241  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FX0241  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 FX0241  DYNAMIC HT  -          24.966 (meters)      81.91  (feet)  COMP
 FX0241  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0241
 FX0241  HORZ ORDER  -  FIRST
 FX0241  VERT ORDER  -  FIRST     CLASS I
 FX0241
 FX0241.The horizontal coordinates were established by classical geodetic methods
 FX0241.and adjusted by the National Geodetic Survey in September 1995..
 FX0241
 FX0241.The orthometric height was determined by differential leveling
 FX0241.and adjusted by the National Geodetic Survey in July 2002..
 FX0241
 FX0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0241
 FX0241.The geoid height was determined by GEOID03.
 FX0241
 FX0241.The dynamic height is computed by dividing the NAVD 88
 FX0241.geopotential number by the normal gravity value computed on the
 FX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0241.degrees latitude (g = 980.6199 gals.).
 FX0241
 FX0241.The modeled gravity was interpolated from observed gravity values.
 FX0241
 FX0241;                    North         East     Units Scale Factor Converg.
 FX0241;SPC VA S     - 1,068,145.270 3,721,932.611   MT  0.99997557   +1 30 42.8
 FX0241;SPC VA S     - 3,504,406.61 12,211,040.57   sFT  0.99997557   +1 30 42.8
 FX0241;UTM  18      - 4,086,585.107   410,135.623   MT  0.99969948   -0 36 22.0
 FX0241
 FX0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0241!SPC VA S     -   1.00000197  x   0.99997557  =   0.99997754
 FX0241!UTM  18      -   1.00000197  x   0.99969948  =   0.99970145
 FX0241
 FX0241:                Primary Azimuth Mark                     Grid Az
 FX0241:SPC VA S     -  CAPE HENRY LIGHTHOUSE OLD                006 11 53.2
 FX0241:UTM  18      -  CAPE HENRY LIGHTHOUSE OLD                008 18 58.0
 FX0241
 FX0241|---------------------------------------------------------------------|
 FX0241| PID    Reference Object                     Distance      Geod. Az  |
 FX0241|                                                           dddmmss.s |
 FX0241| FX2948 CAPE HENRY LIGHTHOUSE OLD           APPROX. 0.5 KM 0074236.0 |
 FX0241| FX0238 FORT STORY RM 1                                    0144028.3 |
 FX0241| DC8846 FORT STORY RM 2                                    05515     |
 FX0241| FX0242 FORT STORY RM 4                      20.129 METERS 12932     |
 FX0241| FX0240 FORT STORY RM 5                      17.359 METERS 21006     |
 FX0241| DC8847 FORT STORY RM 3 RESET                              31544     |
 FX0241|---------------------------------------------------------------------|
 FX0241
 FX0241                          SUPERSEDED SURVEY CONTROL
 FX0241
 FX0241  NAD 83(1986)-  36 55 15.64070(N)    076 00 32.17353(W) AD(       ) 1
 FX0241  NAD 27      -  36 55 15.10700(N)    076 00 33.42000(W) AD(       ) 1
 FX0241  NAVD 88 (06/15/91)   25.035  (m)           82.14   (f) UNKNOWN     1 1
 FX0241  NGVD 29 (??/??/92)   25.284  (m)           82.95   (f) ADJ UNCH    1 1
 FX0241
 FX0241.Superseded values are not recommended for survey control.
 FX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0241.See file dsdata.txt to determine how the superseded data were derived.
 FX0241
 FX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1013686585(NAD 83)
 FX0241_MARKER: DS = TRIANGULATION STATION DISK
 FX0241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX0241+WITH SETTING: PAVEMENT
 FX0241_SP_SET: GUN MOUNT FOUNDATION
 FX0241_STAMPING: FT STORY 1932
 FX0241_MARK LOGO: CGS   
 FX0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0241+STABILITY: SURFACE MOTION
 FX0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0241+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX0241
 FX0241  HISTORY     - Date     Condition        Report By
 FX0241  HISTORY     - 1932     MONUMENTED       CGS
 FX0241  HISTORY     - 1934     GOOD             CGS
 FX0241  HISTORY     - 1943     GOOD             CGS
 FX0241  HISTORY     - 1953     GOOD             CGS
 FX0241  HISTORY     - 1954     GOOD             AMS
 FX0241  HISTORY     - 1959     GOOD             CGS
 FX0241  HISTORY     - 1960     GOOD             CGS
 FX0241  HISTORY     - 1962     GOOD             CGS
 FX0241  HISTORY     - 1963     GOOD             NGS
 FX0241  HISTORY     - 1965     GOOD             CGS
 FX0241  HISTORY     - 1975     GOOD             NGS
 FX0241  HISTORY     - 1975     GOOD             NGS
 FX0241  HISTORY     - 1976     GOOD             NGS
 FX0241  HISTORY     - 1980     GOOD             NOSAMC
 FX0241  HISTORY     - 1986     GOOD             USPSQD
 FX0241  HISTORY     - 19960715 GOOD             NGS
 FX0241  HISTORY     - 20010728 GOOD             USPSQD
 FX0241
 FX0241                          STATION DESCRIPTION
 FX0241
 FX0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 FX0241'SOUTH-SOUTHWEST OF CAPE HENRY LIGHTHOUSE ON TOP OF A SAND HILL
 FX0241'ABOUT SIXTY FEET HIGH AND PLAINLY VISIBLE FROM THE BASE THEREOF.
 FX0241'A STANDARD STATION MARK SET IN BLOCK OF CONCRETE 6 FEET IN
 FX0241'DIAMETER.
 FX0241'
 FX0241'BEST REACHED FROM CAPE HENRY POST OFFICE BY FOLLOWING THE
 FX0241'LITTLE-USED ROAD SOUTH TO THE MULE BARNS OF FORT STORY MILITARY
 FX0241'RESERVATION, A DISTANCE OF ABOUT 0.25 MILE.  IT IS BELIEVED
 FX0241'THAT TRUCKS CANNOT BE DRIVEN FURTHER THAN THE BARNS.  FROM
 FX0241'HERE GO SOUTH ACROSS THE SAND TO THE TOP OF THE HILL AND THE
 FX0241'STATION.
 FX0241'
 FX0241'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FX0241'CONCRETE.  THERE IS NO UNDERGROUND MARK.
 FX0241'
 FX0241'REFERENCE MARK NO. 1 IS IN THE BASE OF CAPE HENRY LIGHTHOUSE ON
 FX0241'THE SOUTH SIDE THEREOF.  A CONCRETE BLOCK WAS BUILT DIRECTLY ON
 FX0241'THE CONCRETE LIGHTHOUSE BASE.
 FX0241'
 FX0241'REFERENCE MARK NO. 2 IS IN A BLOCK OF CONCRETE 4 FEET SQUARE
 FX0241'EAST-NORTHEAST OF THE STATION IN A RAVINE-LIKE DEPRESSION.
 FX0241'
 FX0241'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION ON THE RIDGE OF
 FX0241'THE SAND HILL.
 FX0241
 FX0241                          STATION RECOVERY (1934)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GOW)
 FX0241'STATION WAS FOUND AND THE DESCRIPTION IS ADEQUATE.  HOWEVER,
 FX0241'REFERENCE MARK NO. 3 WAS FOUND COMPLETELY DISPLACED, PROBABLY BY
 FX0241'WIND ACTION.  IT WAS RESET WITH THE TOP FLUSH WITH THE GROUND AND
 FX0241'IN THE SAME AZIMUTH AS BEFORE, BUT THE DISTANCE COULD NOT BE
 FX0241'DETERMINED AS ACCURATELY.  REFERENCE MARK NO. 2 IS EXPOSED ABOUT
 FX0241'3 FEET ABOVE GROUND AND THE ANGLE FROM THE STATION TO IT DID
 FX0241'NOT CHECK.  IT WAS TOO LARGE A MASS OF CONCRETE FOR US TO DO
 FX0241'ANYTHING WITH.
 FX0241
 FX0241                          STATION RECOVERY (1943)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX0241'RECOVERED AS DESCRIBED, EXCEPT THAT THE TOPOGRAPHY HAS CHANGED
 FX0241'CONSIDERABLY.
 FX0241'
 FX0241'THE MULE BARNS HAVE BEEN REMOVED.  THE STATION IS BEST REACHED BY
 FX0241'TAKING THE FIRST CEMENT ROAD TO THE S, W OF THE ENTRANCE TO THE
 FX0241'FORT STORY HEADQUARTERS BUILDING.  FOLLOW THIS CEMENT ROAD TO THE
 FX0241'TOP OF THE HILL AT THE NEW BARRACKS.  THE STATION IS ON TOP OF
 FX0241'THE SAND HILL, ABOUT 150 FEET SW OF THE LAST BARRACKS.
 FX0241'
 FX0241'REFERENCE MARK 2 WAS NOT FOUND.  IT IS BELIEVED TO HAVE BEEN
 FX0241'DESTROYED AT THE TIME THE BARRACKS WERE BUILT.
 FX0241
 FX0241                          STATION RECOVERY (1953)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 FX0241'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARK 1
 FX0241'WERE FOUND TO BE IN GOOD CONDITION.  THE 1932 STATION DESCRIPTION
 FX0241'OF C.D.M. WAS FOUND TO BE ADEQUATE.  REFERENCE MARKS 2 AND 3
 FX0241'COULD NOT BE FOUND.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AND
 FX0241'LOCATED.
 FX0241'
 FX0241'REFERENCE MARK 4 IS ON THE TOP OF THE SAND HILL SE OF THE STATION.
 FX0241'IT IS A STANDARD DISK, STAMPED FT STORY NO 4 1932 AND SET IN
 FX0241'CONCRETE PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 FX0241'
 FX0241'REFERENCE MARK 5 IS ON THE TOP OF THE SAND HILL SW OF THE STATION.
 FX0241'IT IS A STANDARD DISK, STAMPED FT STORY NO 5 1932 AND SET IN
 FX0241'CONCRETE PROJECTING ABOUT 5 IN. ABOVE THE GROUND.
 FX0241'
 FX0241'TO REACH THE STATION FROM THE E GATE AT FORT STORY, GO W ON A
 FX0241'PAVED ROAD FOR 0.85 MI. TO THE INTERSECTION OF ATLANTIC AVENUE
 FX0241'AND HILL TOP ROAD, TURN LEFT AND FOLLOW A SURFACED ROAD FOR 0.1
 FX0241'MI. TO FORKS, AND KEEP ON THE LEFT FORK AND GO 0.2 MI. TO A SAND
 FX0241'HILL AND THE STATION ON THE RIGHT.
 FX0241
 FX0241                          STATION RECOVERY (1954)
 FX0241
 FX0241'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FX0241'THE STATION MARK.  A STANDARD USC AND GS DISK SET IN A ROCK
 FX0241'BOULDER STAMPED FORT STORY 1931 WAS RECOVERED IN GOOD CONDITION
 FX0241'AS DESCRIBED.
 FX0241'
 FX0241'REFERENCE MARK 1 A STANDARD U.S.C. AND G.S. REFERENCE MARK
 FX0241'DISK, SET ON CONCRETE STEP WAS RECOVERED IN GOOD CONDITION.
 FX0241'MARK ON SOUTH BASE OF LIGHTHOUSE.
 FX0241
 FX0241                          STATION RECOVERY (1959)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FX0241'STATION WAS RECOVERED AS DESCRIBED BY D.A.J. IN 1953.  STATION,
 FX0241'REFERENCE MARKS 1, 4 AND 5 WERE FOUND IN GOOD CONDITION.  THE TO
 FX0241'REACH THE STATION IS ADEQUATE AND COMPLETE.
 FX0241
 FX0241                          STATION RECOVERY (1960)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CGS)
 FX0241'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1959.
 FX0241'THE STATION MARK, REFERENCE MARKS 1, 4 AND 5 WERE FOUND IN GOOD
 FX0241'CONDITION.  THE DIRECTION TO REFERENCE MARK 1 (AZI.) AND REFERENCE
 FX0241'MARK 4 WERE CHECKED AND FOUND CORRECT.  THE DIRECTION TO REFERENCE
 FX0241'MARK 5 WAS CHECKED AND FOUND TO BE IN ERROR ABOUT 3 MINUTES.  THE
 FX0241'STATION TO REACH IS ADEQUATE AND COMPLETE.
 FX0241'
 FX0241'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FX0241
 FX0241                          STATION RECOVERY (1962)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX0241'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX0241
 FX0241                          STATION RECOVERY (1963)
 FX0241
 FX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0241'5.4 MI N FROM VIRGINIA BEACH.
 FX0241'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST
 FX0241'OFFICE AT VIRGINIA BEACH, THENCE ABOUT 1.3 MILES NORTH ALONG
 FX0241'STATE HIGHWAY 305, THENCE 0.3 MILE SOUTH ALONG HILL TOP ROAD,
 FX0241'SET ON TOP OF A LARGE MOUND OF DIRT, NEAR POWER POLE E 675, 57
 FX0241'FEET NORTHEAST OF RM 5, 66 FEET NORTHWEST OF RM 4, 3 FEET
 FX0241'SOUTHEAST OF A STEEL WITNESS POST, ABOUT 50 FEET ABOVE THE LEVEL
 FX0241'OF THE ROAD, AND IS SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 FX0241'WITH THE GROUND.
 FX0241
 FX0241                          STATION RECOVERY (1965)
 FX0241
 FX0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FX0241'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX0241
 FX0241                          STATION RECOVERY (1975)
 FX0241
 FX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FX0241'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 FX0241'THIS MARK IS 2.5 FEET NORTHWEST OF A STEEL WITNESS POST AND THE MARK
 FX0241'IS FLUSH WITH THE GROUND LEVEL.
 FX0241'
 FX0241'REFERENCE MARK NO 1 AND REFERENCE MARK NO 4 WERE RECOVERED AND THESE
 FX0241'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FX0241'
 FX0241'REFERENCE MARK NO 5 WAS RECOVERED AND IT WAS FOUND TO BE PROJECTING
 FX0241'ABOUT 2 FEET.  THIS MARK WAS STILL SOLID IN THE GROUND AND AT THIS
 FX0241'TIME DIRT WAS PUT AROUND THIS MARK TO HELP HOLD IT IN PLACE.
 FX0241
 FX0241                          STATION RECOVERY (1975)
 FX0241
 FX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FX0241'BUILDING NO. T582 HAS BEEN CONSTRUCTED, OBSTRUCTING THE SIGHTING ON
 FX0241'RM 1 WITHOUT 3 RANGE POLE SECTIONS.
 FX0241
 FX0241                          STATION RECOVERY (1976)
 FX0241
 FX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FX0241'STATION MARK, RM 1, RM 4 AND RM 5 WERE RECOVERED AND FOUND TO BE IN
 FX0241'GOOD CONDITION.
 FX0241'
 FX0241'SIGHTING ON RM 1 WAS NOT V. G. FROM STATION.
 FX0241
 FX0241                          STATION RECOVERY (1980)
 FX0241
 FX0241'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 FX0241'THE STATION AND REFERENCE MARKS NO. 1, NO. 4 AND NO. 5 WERE
 FX0241'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX0241'
 FX0241'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 FX0241
 FX0241                          STATION RECOVERY (1986)
 FX0241
 FX0241'RECOVERY NOTE BY US POWER SQUADRON 1986 (LLC)
 FX0241'RECOVERED IN GOOD CONDITION.
 FX0241
 FX0241                          STATION RECOVERY (1996)
 FX0241
 FX0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FX0241'THE STATION IS LOCATED ON THE FORT STORY US ARMY BASE IN THE CITY OF
 FX0241'VIRGINIA BEACH, VA AND IS SOUTH-SOUTHWEST OF THE CAPE HENRY
 FX0241'LIGHTHOUSE.  TO REACH THE STATION FROM THE JUNCTION OF US 13 AND US 60
 FX0241'(SHORE DR) NEAR THE SOUTH END OF THE CHESAPEAKE BAY BRIDGE TUNNEL,
 FX0241'PROCEED EASTERLY ON US 60 (SHORE DR) FOR 8.1 MI (13.0 KM) TO AN
 FX0241'INTERSECTION, TRAFFIC LIGHT, AND SIGNS, LEFT, FOR THE EAST GATE TO
 FX0241'FORT STORY.  TURN LEFT AT THE STOP LIGHT AND PROCEED NORTH ON ATLANTIC
 FX0241'AVE.  FOR .45 MILES (0.72 KM) TO THE EAST GATE OF FORT STORY, PROCEED
 FX0241'THROUGH THE GATE .90 MILES (1.45 KM) TO A ROAD LEFT 1ST LANDING ROAD.
 FX0241'TURN LEFT ONTO 1ST LANDING ROAD AND PROCEED SOUTHWEST BEARING LEFT AND
 FX0241'UPHILL FOR .3 MILES (0.5 KM) TO THE EOD PRACTICAL TRAINING AREA
 FX0241'PARKING LOT ON RIGHT AND STATION ON TOP OF THE TALLEST HILL BORDERING
 FX0241'THE PARKING LOT.  THE PARKING LOT, HILL, AND STATION ARE ACROSS THE
 FX0241'STREET FROM THE USACE 377TH ENGINEER CO. BUNKER.  THE STATION IS A
 FX0241'STANDARD CGS TRIANGULATION DISK STAMPED --FT STORY 1932--, SET IN A
 FX0241'CONCRETE BASE OF A FORMER GUN MOUNT AND IS 1 M (3.3 FT) SOUTH OF A
 FX0241'WITNESS POST.
 FX0241
 FX0241                          STATION RECOVERY (2001)
 FX0241
 FX0241'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0238 ***********************************************************************
 FX0238  DESIGNATION -  FORT STORY RM 1
 FX0238  PID         -  FX0238
 FX0238  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0238  USGS QUAD   -  CAPE HENRY (1986)
 FX0238
 FX0238                         *CURRENT SURVEY CONTROL
 FX0238  ___________________________________________________________________
 FX0238* NAD 83(1986)-  36 55 35.     (N)    076 00 24.     (W)     SCALED    
 FX0238* NAVD 88     -         3.571  (meters)      11.72   (feet)  ADJUSTED  
 FX0238  ___________________________________________________________________
 FX0238  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX0238  DYNAMIC HT  -           3.569 (meters)      11.71  (feet)  COMP
 FX0238  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 FX0238
 FX0238  VERT ORDER  -  FIRST     CLASS I
 FX0238
 FX0238.The horizontal coordinates were scaled from a topographic map and have
 FX0238.an estimated accuracy of +/- 6 seconds.
 FX0238
 FX0238.The orthometric height was determined by differential leveling
 FX0238.and adjusted by the National Geodetic Survey in July 2002..
 FX0238.WARNING-Repeat measurements at this control monument indicate possible
 FX0238.vertical movement.
 FX0238
 FX0238.The geoid height was determined by GEOID03.
 FX0238
 FX0238.The dynamic height is computed by dividing the NAVD 88
 FX0238.geopotential number by the normal gravity value computed on the
 FX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0238.degrees latitude (g = 980.6199 gals.).
 FX0238
 FX0238.The modeled gravity was interpolated from observed gravity values.
 FX0238
 FX0238;                    North         East    Units  Estimated Accuracy
 FX0238;SPC VA S     - 1,068,750.    3,722,120.      MT  (+/- 180 meters Scaled)
 FX0238
 FX0238                          SUPERSEDED SURVEY CONTROL
 FX0238
 FX0238  NAVD 88 (06/15/91)    3.563  (m)           11.69   (f) UNKNOWN     1 1
 FX0238  NGVD 29 (??/??/92)    3.813  (m)           12.51   (f) ADJ UNCH    1 1
 FX0238
 FX0238.Superseded values are not recommended for survey control.
 FX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0238.See file dsdata.txt to determine how the superseded data were derived.
 FX0238
 FX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF103871(NAD 83)
 FX0238_MARKER: DR = REFERENCE MARK DISK
 FX0238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX0238+WITH SETTING: PAVEMENT
 FX0238_SP_SET: LIGHTHOUSE FOUNDATION
 FX0238_STAMPING: FT STORY NO 1 1932
 FX0238_MARK LOGO: CGS   
 FX0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0238+STABILITY: SURFACE MOTION
 FX0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0238+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX0238
 FX0238  HISTORY     - Date     Condition        Report By
 FX0238  HISTORY     - 1932     MONUMENTED       CGS
 FX0238  HISTORY     - 1963     GOOD             NGS
 FX0238  HISTORY     - 19960715 GOOD             NGS
 FX0238  HISTORY     - 20010728 GOOD             USPSQD
 FX0238
 FX0238                          STATION DESCRIPTION
 FX0238
 FX0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0238'5.3 MI N FROM VIRGINIA BEACH.
 FX0238'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 FX0238'AT VIRGINIA BEACH, THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY 305,
 FX0238'AT CAPE HENRY LIGHTHOUSE, SET IN TOP OF FIRST CONCRETE STEP
 FX0238'FOR BASE OF LIGHTHOUSE, AND ALONG SOUTHWEST SIDE.
 FX0238
 FX0238                          STATION RECOVERY (1996)
 FX0238
 FX0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FX0238'THE STATION IS LOCATED ON THE FORT STORY US ARMY BASE IN THE CITY OF
 FX0238'VIRGINIA BEACH, VA AT THE CAPE HENRY LIGHTHOUSE.  TO REACH THE STATION
 FX0238'FROM THE JUNCTION OF US 13 AND US 60 (SHORE DR) NEAR THE SOUTH END OF
 FX0238'THE CHESAPEAKE BAY BRIDGE TUNNEL, PROCEED EASTERLY ON US 60 (SHORE DR)
 FX0238'FOR 8.1 MI (13.0 KM) TO AN INTERSECTION, TRAFFIC LIGHT, AND SIGNS,
 FX0238'LEFT, FOR THE EAST GATE TO FORT STORY.  TURN LEFT AT THE STOP LIGHT
 FX0238'AND PROCEED NORTH ON ATLANTIC AVE.  FOR .45 MI (0.72 KM) TO THE EAST
 FX0238'GATE OR FORT STORY, PROCEED THROUGH GATE FOR 1.1 MI (1.8 KM) TO THE
 FX0238'CAPE HENRY LIGHTHOUSE AND STATION ON THE RIGHT.  THE STATION IS A
 FX0238'STANDARD CGS REFERENCE MARK DISK STAMPED --FT STORY NO 1 1932-- AND
 FX0238'SET IN THE SOUTHWEST SIDE OF THE FOUNDATION OF THE CAPE HENRY
 FX0238'LIGHTHOUSE.
 FX0238
 FX0238                          STATION RECOVERY (2001)
 FX0238
 FX0238'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0242 ***********************************************************************
 FX0242  DESIGNATION -  FORT STORY RM 4
 FX0242  PID         -  FX0242
 FX0242  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0242  USGS QUAD   -  CAPE HENRY (1986)
 FX0242
 FX0242                         *CURRENT SURVEY CONTROL
 FX0242  ___________________________________________________________________
 FX0242* NAD 83(1986)-  36 55 16.     (N)    076 00 30.     (W)     SCALED    
 FX0242* NAVD 88     -        25.663  (meters)      84.20   (feet)  ADJUSTED  
 FX0242  ___________________________________________________________________
 FX0242  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 FX0242  DYNAMIC HT  -          25.643 (meters)      84.13  (feet)  COMP
 FX0242  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0242
 FX0242  VERT ORDER  -  FIRST     CLASS I
 FX0242
 FX0242.The horizontal coordinates were scaled from a topographic map and have
 FX0242.an estimated accuracy of +/- 6 seconds.
 FX0242
 FX0242.The orthometric height was determined by differential leveling
 FX0242.and adjusted by the National Geodetic Survey in July 2002..
 FX0242
 FX0242.The geoid height was determined by GEOID03.
 FX0242
 FX0242.The dynamic height is computed by dividing the NAVD 88
 FX0242.geopotential number by the normal gravity value computed on the
 FX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0242.degrees latitude (g = 980.6199 gals.).
 FX0242
 FX0242.The modeled gravity was interpolated from observed gravity values.
 FX0242
 FX0242;                    North         East    Units  Estimated Accuracy
 FX0242;SPC VA S     - 1,068,160.    3,721,990.      MT  (+/- 180 meters Scaled)
 FX0242
 FX0242                          SUPERSEDED SURVEY CONTROL
 FX0242
 FX0242  NAVD 88 (06/15/91)   25.715  (m)           84.37   (f) UNKNOWN     1 1
 FX0242  NGVD 29 (??/??/92)   25.965  (m)           85.19   (f) ADJ UNCH    1 1
 FX0242
 FX0242.Superseded values are not recommended for survey control.
 FX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0242.See file dsdata.txt to determine how the superseded data were derived.
 FX0242
 FX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF101865(NAD 83)
 FX0242_MARKER: DR = REFERENCE MARK DISK
 FX0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0242_STAMPING: FT STORY NO 4 1932
 FX0242_MARK LOGO: CGS   
 FX0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0242+STABILITY: SURFACE MOTION
 FX0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0242+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX0242
 FX0242  HISTORY     - Date     Condition        Report By
 FX0242  HISTORY     - 1953     MONUMENTED       CGS
 FX0242  HISTORY     - 19960715 GOOD             NGS
 FX0242  HISTORY     - 20010728 GOOD             USPSQD
 FX0242
 FX0242                          STATION DESCRIPTION
 FX0242
 FX0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX0242'5.4 MI N FROM VIRGINIA BEACH.
 FX0242'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 FX0242'AT VIRGINIA BEACH, THENCE ABOUT 1.3 MILES NORTH ALONG STATE
 FX0242'HIGHWAY 305, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG HILL TOP
 FX0242'ROAD, NEAR POWER POLE E 675, ON TOP OF A LARGE MOUND OF DIRT, 66
 FX0242'FEET SOUTHEAST OF THE STATION MARK, ABOUT 50 FEET ABOVE THE
 FX0242'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 FX0242'3 INCHES ABOVE THE GROUND.
 FX0242
 FX0242                          STATION RECOVERY (1996)
 FX0242
 FX0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FX0242'THE STATION IS LOCATED ON THE FORT STORY US ARMY BASE IN THE CITY OF
 FX0242'VIRGINIA BEACH, VA AND IS SOUTH-SOUTHWEST OF THE CAPE HENRY
 FX0242'LIGHTHOUSE.  TO REACH THE STATION FROM THE JUNCTION OF US 13 AND US 60
 FX0242'(SHORE DR) NEAR THE SOUTH END OF THE CHESAPEAKE BAY BRIDGE TUNNEL,
 FX0242'PROCEED EASTERLY ON US 60 (SHORE DR) FOR 8.1 MI (13.0 KM) TO AN
 FX0242'INTERSECTION, TRAFFIC LIGHT, AND SIGNS, LEFT, FOR THE EAST GATE OF
 FX0242'FORT STORY.  TURN LEFT AT THE STOP LIGHT AND PROCEED NORTH ON ATLANTIC
 FX0242'AVE.  FOR .45 MI (0.72 KM) TO THE EAST GATE OF FORT STORY, PROCEED
 FX0242'THROUGH THE GATE FOR .90 MI (1.45 KM) TO A ROAD LEFT, 1ST LANDING RD.
 FX0242'TURN LEFT LEFT ONTO 1ST LANDING RD.  AND PROCEED SOUTHWEST BEARING
 FX0242'LEFT AND UPHILL FOR .3 MI (0.5 KM) TO THE EOD PRACTICAL TRAINING AREA
 FX0242'PARKING LOT ON RIGHT AND STATION ON THE SOUTHEAST SIDE OF THE HILL
 FX0242'BORDERING THE PARKING LOT.  THE PARKING LOT, HILL, AND STATION ARE
 FX0242'ACROSS THE STREET FROM THE USACE 377TH ENGINEER CO.  BUNKER.  THE
 FX0242'STATION IS 66 FT (20.1 M) SOUTHEAST OF THE STATION MARK, AND 79 FT
 FX0242'(24.1 M) EAST OF RM 5.  THE STATION IS STANDARD CGS REFERENCE MARK
 FX0242'STAMPED --FT STORY NO 4 1932-- AND SET IN THE TOP OF A SQUARE CONCRETE
 FX0242'MONUMENT AND PROJECTING 3 IN ABOVE THE GROUND.
 FX0242
 FX0242                          STATION RECOVERY (2001)
 FX0242
 FX0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0242'RECOVERED. NOTE THAT BUNKER IS NOW NAMED BUNKER 605.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0240 ***********************************************************************
 FX0240  DESIGNATION -  FORT STORY RM 5
 FX0240  PID         -  FX0240
 FX0240  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX0240  USGS QUAD   -  CAPE HENRY (1986)
 FX0240
 FX0240                         *CURRENT SURVEY CONTROL
 FX0240  ___________________________________________________________________
 FX0240* NAD 83(1986)-  36 55 16.     (N)    076 00 30.     (W)     SCALED    
 FX0240* NAVD 88     -        24.611  (meters)      80.74   (feet)  ADJUSTED  
 FX0240  ___________________________________________________________________
 FX0240  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 FX0240  DYNAMIC HT  -          24.592 (meters)      80.68  (feet)  COMP
 FX0240  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 FX0240
 FX0240  VERT ORDER  -  FIRST     CLASS I
 FX0240
 FX0240.The horizontal coordinates were scaled from a topographic map and have
 FX0240.an estimated accuracy of +/- 6 seconds.
 FX0240
 FX0240.The orthometric height was determined by differential leveling
 FX0240.and adjusted by the National Geodetic Survey in July 2002..
 FX0240
 FX0240.The geoid height was determined by GEOID03.
 FX0240
 FX0240.The dynamic height is computed by dividing the NAVD 88
 FX0240.geopotential number by the normal gravity value computed on the
 FX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0240.degrees latitude (g = 980.6199 gals.).
 FX0240
 FX0240.The modeled gravity was interpolated from observed gravity values.
 FX0240
 FX0240;                    North         East    Units  Estimated Accuracy
 FX0240;SPC VA S     - 1,068,160.    3,721,990.      MT  (+/- 180 meters Scaled)
 FX0240
 FX0240                          SUPERSEDED SURVEY CONTROL
 FX0240
 FX0240  NAVD 88 (06/15/91)   24.685  (m)           80.99   (f) UNKNOWN     1 1
 FX0240  NGVD 29 (??/??/92)   24.935  (m)           81.81   (f) ADJ UNCH    1 1
 FX0240
 FX0240.Superseded values are not recommended for survey control.
 FX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0240.See file dsdata.txt to determine how the superseded data were derived.
 FX0240
 FX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF101865(NAD 83)
 FX0240_MARKER: DR = REFERENCE MARK DISK
 FX0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0240_STAMPING: FT STORY NO 5 1932
 FX0240_MARK LOGO: CGS   
 FX0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0240+STABILITY: SURFACE MOTION
 FX0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0240+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 FX0240
 FX0240  HISTORY     - Date     Condition        Report By
 FX0240  HISTORY     - 1953     MONUMENTED       CGS
 FX0240  HISTORY     - 1963     GOOD             NGS
 FX0240  HISTORY     - 19960715 POOR             NGS
 FX0240  HISTORY     - 20010728 GOOD             USPSQD
 FX0240
 FX0240                          STATION DESCRIPTION
 FX0240
 FX0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0240'5.4 MI N FROM VIRGINIA BEACH.
 FX0240'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 FX0240'AT VIRGINIA BEACH, THENCE ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY
 FX0240'305, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG HILL TOP ROAD, SET ON
 FX0240'TOP OF A LARGE MOUND OF DIRT, NEAR POWER POLE E 675, 57 FEET
 FX0240'SOUTHWEST OF THE STATION MARK, 79 FEET WEST OF RM 4, ABOUT 50
 FX0240'FEET ABOVE THE LEVEL OF THE ROAD, AND IS SET IN THE TOP OF A
 FX0240'CONCRETE POST PROJECTING 5 INCHES.
 FX0240
 FX0240                          STATION RECOVERY (1996)
 FX0240
 FX0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLA)
 FX0240'THE STATION IS LOCATED ON THE FORT STORY US ARMY BASE IN THE THE CITY
 FX0240'OF VIRGINIA BEACH, VA AND IS SOUTH-SOUTHWEST OF THE CAPE HENRY
 FX0240'LIGHTHOUSE.  TO REACH THE STATION FROM THE JUNCTION OF US 13 AND US 60
 FX0240'(SHORE DR) NEAR THE SOUTH END OF THE CHESAPEAKE BAY BRIDGE TUNNEL,
 FX0240'PROCEED EASTERLY ON US 60 (SHORE DR) FOR 8.1 MI (13.0 KM) TO AN
 FX0240'INTERSECTION, TRAFFIC LIGHT, AND SIGNS, LEFT, FOR THE EAST GATE TO
 FX0240'FORT STORY.  TURN LEFT AT THE STOP LIGHT AND PROCEED NORTH ON ATLANTIC
 FX0240'AVE.  FOR .45 MI (0.72 KM) TO THE EAST GATE OF FORT STORY, PROCEED
 FX0240'THROUGH THE GATE FOR .90 MI (1.45 KM) TO A ROAD LEFT, 1ST LANDING RD.
 FX0240'TURN LEFT ONTO 1ST LANDING RD.  AND PROCEED SOUTHWEST BEARING LEFT AND
 FX0240'UPHILL FOR .3 MI (0.5 KM) TO THE EOD PRACTICAL TRAINING AREA PARKING
 FX0240'LOT ON RIGHT AND STATION ON THE SOUTHWEST SIDE OF THE TALLEST HILL
 FX0240'BORDERING THE PARKING LOT.  THE PARKING LOT, HILL, AND STATION ARE
 FX0240'ACROSS THE STREET FROM THE USACE 377TH ENGINEER CO. BUNKER.  THE
 FX0240'STATION WAS FOUND TO BE IN POOR CONDITION AT THIS TIME PROJECTING
 FX0240'ABOUT 75 CM ABOVE THE GROUND AND IN AN AREA OF EROSION,  57 FEET (17.4
 FX0240'M) SOUTHWEST OF THE STATION MARK, AND 79.0 FT (24.1 M) WEST OF RM 4.
 FX0240'THE STATION IS A STANDARD CGS REFERENCE MARK STAMPED --FT STORY NO 5
 FX0240'1932-- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND PROJECTING 75
 FX0240'CM ABOVE THE GROUND.
 FX0240
 FX0240                          STATION RECOVERY (2001)
 FX0240
 FX0240'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR)
 FX0240'RECOVERED. CONCRETE MONUMENT PROTUDES ABOUT TWO FEET ABOVE THE GROUND
 FX0240'BUT IT IS VERY SOLID. UPPER 6 INCHES OF MONUMENT ARE SMOOTH AND FORM A
 FX0240'SQUARE COLUMN. LOWER 18 INCHES HAVE A VERY ROUGH TEXTURE AND FORM A
 FX0240'SOMEWHAT CIRCULAR COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4934 ***********************************************************************
 GV4934  DESIGNATION -  FOUND
 GV4934  PID         -  GV4934
 GV4934  STATE/COUNTY-  VA/NEW KENT
 GV4934  USGS QUAD   -  NEW KENT (1978)
 GV4934
 GV4934                         *CURRENT SURVEY CONTROL
 GV4934  ___________________________________________________________________
 GV4934* NAD 83(1993)-  37 33 29.56174(N)    076 56 26.86283(W)     ADJUSTED  
 GV4934* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4934  ___________________________________________________________________
 GV4934  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 GV4934  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 GV4934
 GV4934  HORZ ORDER  -  THIRD
 GV4934
 GV4934.The horizontal coordinates were established by classical geodetic methods
 GV4934.and adjusted by the National Geodetic Survey in November 1994..
 GV4934
 GV4934.The orthometric height was scaled from a topographic map.
 GV4934
 GV4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4934
 GV4934.The geoid height was determined by GEOID03.
 GV4934
 GV4934;                    North         East     Units Scale Factor Converg.
 GV4934;SPC VA S     - 1,137,069.292 3,637,753.248   MT  0.99995092   +0 56 46.8
 GV4934;SPC VA S     - 3,730,534.84 11,934,862.11   sFT  0.99995092   +0 56 46.8
 GV4934;UTM  18      - 4,158,569.673   328,577.724   MT  0.99996197   -1 10 60.0
 GV4934
 GV4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4934!SPC VA S     -   1.00000543  x   0.99995092  =   0.99995635
 GV4934!UTM  18      -   1.00000543  x   0.99996197  =   0.99996740
 GV4934
 GV4934|---------------------------------------------------------------------|
 GV4934| PID    Reference Object                     Distance      Geod. Az  |
 GV4934|                                                           dddmmss.s |
 GV4934| DC9427 FOUND RM 1                                         04250     |
 GV4934| GV4944 HOUSE ON HIGH BANK NORTH GABLE      APPROX. 2.6 KM 1873702.6 |
 GV4934| GV4908 CAVE                                382.886 METERS 26741     |
 GV4934| GV4949 JOHNSON                             412.903 METERS 3535603.3 |
 GV4934|---------------------------------------------------------------------|
 GV4934
 GV4934                          SUPERSEDED SURVEY CONTROL
 GV4934
 GV4934  NAD 83(1986)-  37 33 29.56307(N)    076 56 26.87847(W) AD(       ) 3
 GV4934  NAD 27      -  37 33 29.04200(N)    076 56 28.00400(W) AD(       ) 3
 GV4934
 GV4934.Superseded values are not recommended for survey control.
 GV4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4934.See file dsdata.txt to determine how the superseded data were derived.
 GV4934
 GV4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG2857858570(NAD 83)
 GV4934_MARKER: P = PIPE CAP
 GV4934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GV4934_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GV4934
 GV4934  HISTORY     - Date     Condition        Report By
 GV4934  HISTORY     - 1912     MONUMENTED       CGS
 GV4934  HISTORY     - 20001216 MARK NOT FOUND   USPSQD
 GV4934  HISTORY     - 20010331 MARK NOT FOUND   NGS
 GV4934  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 GV4934
 GV4934                          STATION DESCRIPTION
 GV4934
 GV4934'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (OWF)
 GV4934'STATION IS ON THE RIGHT BANK OF THE RIVER, DESCENDING ABOUT 300
 GV4934'METERS S OF W.P. JOHNSONS BARN, ON THE LOWER SIDE OF POINT
 GV4934'BETWEEN RIVER AND CREEK WINDING BACK THROUGH SWAMP, ABOUT A METER
 GV4934'BACK OF BRUSH LINE, 4 METERS BACK OF HIGH-WATER LINE, 6 INCHES
 GV4934'ABOVE HIGH WATER, AND 23 METERS BACK FROM OUTER EDGE OF FLAGS.
 GV4934'
 GV4934'STATION IS MARKED BY A 4-INCH IRON PIPE FILLED WITH AND SET IN
 GV4934'CEMENT, STANDING 8 INCHES ABOVE SURFACE, AND SURMOUNTED BY A
 GV4934'BRASS CAP BEARING LEGEND.
 GV4934'
 GV4934'REFERENCE MARK IS A STAKE 2 BY 2 INCHES, 4 FEET LONG STANDING
 GV4934'8 INCHES ABOVE SURFACE IN CENTER OF A MOUND OF EARTH WITH DITCH
 GV4934'ON ONE SIDE, AND AT THE OTHER SIDE IS IN ROOTS OF BRUSH, DISTANT
 GV4934'9.558 METERS ON LINE 135 DEG 08 MIN 12.0 SEC TO RIGHT OF LINE
 GV4934'TO STATION CAVE.
 GV4934
 GV4934                          STATION RECOVERY (2000)
 GV4934
 GV4934'RECOVERY NOTE BY US POWER SQUADRON 2000 (EEC)
 GV4934'MARK NOT FOUND.
 GV4934
 GV4934                          STATION RECOVERY (2001)
 GV4934
 GV4934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 GV4934'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 GV4934
 GV4934                          STATION RECOVERY (2005)
 GV4934
 GV4934'RECOVERY NOTE BY US POWER SQUADRON 2005 (EEC)
 GV4934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4795 ***********************************************************************
 HV4795  DESIGNATION -  FOUNTAINS 1969
 HV4795  PID         -  HV4795
 HV4795  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4795  USGS QUAD   -  ANNANDALE (1994)
 HV4795
 HV4795                         *CURRENT SURVEY CONTROL
 HV4795  ___________________________________________________________________
 HV4795* NAD 83(1993)-  38 49 11.28018(N)    077 08 17.29240(W)     ADJUSTED  
 HV4795* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 HV4795  ___________________________________________________________________
 HV4795  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 HV4795  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV4795
 HV4795  HORZ ORDER  -  FIRST
 HV4795
 HV4795.The horizontal coordinates were established by classical geodetic methods
 HV4795.and adjusted by the National Geodetic Survey in November 1994..
 HV4795
 HV4795.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV4795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV4795
 HV4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4795
 HV4795.The geoid height was determined by GEOID03.
 HV4795
 HV4795;                    North         East     Units Scale Factor Converg.
 HV4795;SPC VA N     - 2,128,874.520 3,618,262.261   MT  0.99995460   +0 50 59.9
 HV4795;SPC VA N     - 6,984,482.49 11,870,915.43   sFT  0.99995460   +0 50 59.9
 HV4795;UTM  18      - 4,298,951.646   314,376.963   MT  1.00002431   -1 20 26.6
 HV4795
 HV4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV4795!SPC VA N     -   0.99998471  x   0.99995460  =   0.99993931
 HV4795!UTM  18      -   0.99998471  x   1.00002431  =   1.00000902
 HV4795
 HV4795|---------------------------------------------------------------------|
 HV4795| PID    Reference Object                     Distance      Geod. Az  |
 HV4795|                                                           dddmmss.s |
 HV4795| DC6927 KENWOOD APARTMENT ROOF N CORNER       5.425 METERS 01805     |
 HV4795| DC6234 GEORGIAN TOWERS ELEVR SHAFT E CORNE   5.581 METERS 08720     |
 HV4795| HV4776 DUKE 2                              489.467 METERS 1743534.0 |
 HV4795| HV4778 FRANCONIA METH CH SPIRE             APPROX. 4.2 KM 1873116.5 |
 HV4795| DC7709 SEMINARY OFF BLDG W CORNER            7.712 METERS 25420     |
 HV4795| HV4769 ANNANDALE METH CH SPIRE             APPROX. 4.4 KM 2914100.5 |
 HV4795| HV4770 ANNANDALE MUN STANDPIPE             APPROX. 4.3 KM 2960636.5 |
 HV4795|---------------------------------------------------------------------|
 HV4795
 HV4795                          SUPERSEDED SURVEY CONTROL
 HV4795
 HV4795  NAD 83(1993)-  38 49 11.27870(N)    077 08 17.29508(W) AD(       ) 1
 HV4795  NAD 83(1986)-  38 49 11.27890(N)    077 08 17.30513(W) AD(       ) 1
 HV4795  NAD 27      -  38 49 10.87309(N)    077 08 18.37546(W) AD(       ) 1
 HV4795  NGVD 29 (07/19/86)  129.7    (m)          426.     (f) VERT ANG       
 HV4795
 HV4795.Superseded values are not recommended for survey control.
 HV4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4795.See file dsdata.txt to determine how the superseded data were derived.
 HV4795
 HV4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1437798952(NAD 83)
 HV4795_MARKER: DS = TRIANGULATION STATION DISK
 HV4795_SETTING: 0 = UNSPECIFIED SETTING
 HV4795_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV4795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV4795
 HV4795  HISTORY     - Date     Condition        Report By
 HV4795  HISTORY     - 1969     MONUMENTED       CGS
 HV4795  HISTORY     - 1975     GOOD             VA-059
 HV4795  HISTORY     - 19960913 GOOD             USPSQD
 HV4795
 HV4795                          STATION DESCRIPTION
 HV4795
 HV4795'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4795'THE STATION IS IN THE WEST PART OF ALEXANDRIA ON THE ROOF OF THE
 HV4795'ELEVATOR SHAFT OF THE FOUNTAINS APARTMENT BUILDING, 301 NORTH
 HV4795'BEAUREGARD.
 HV4795'
 HV4795'THE STATION MARK IS A STANDARD DISK, STAMPED FOUNTAINS 1969, FIXED
 HV4795'TO THE ROOF WITH ROOFING COMPOUND UNDER A 6 INCH CYLINDRICAL COPPER
 HV4795'CAP THAT PROJECTS 8 INCHES ABOVE THE ROOF.  THE DISTANCE FROM THE
 HV4795'AXIS OF THE TELESCOPE TO THE NORTH CORNER OF THE ELEVATOR SHAFT IS
 HV4795'18.66 FEET OR 5.688 METERS.  THE DISTANCE TO THE WEST CORNER IS
 HV4795'25.93 FEET OR 7.901 METERS.  THE DISTANCE TO THE EAST CORNER IS
 HV4795'19.17 FEET OR 5.844 METERS.
 HV4795'
 HV4795'DUKE 2 1966 IS A STANDARD TRIANGULATION STATION DISK, STAMPED DUKE 2
 HV4795'1966, CEMENTED IN A DRILL HOLE IN THE CONCRETE MEDIAN AT THE EAST
 HV4795'END OF THE DUKE STREET OVERPASS OF INTERSTATE 95.
 HV4795'
 HV4795'RESULTS OF A GEODIMETER TRAVERSE.
 HV4795
 HV4795                          STATION RECOVERY (1975)
 HV4795
 HV4795'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV4795'THE STATION WAS RECOVERED IN GOOD CONDITON. SEE FAIRFAX COUNTY TAX
 HV4795'MAP 72-2.
 HV4795
 HV4795                          STATION RECOVERY (1996)
 HV4795
 HV4795'RECOVERY NOTE BY US POWER SQUADRON 1996
 HV4795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3975 ***********************************************************************
 GV3975  DESIGNATION -  FOUR
 GV3975  PID         -  GV3975
 GV3975  STATE/COUNTY-  VA/C OF HAMPTON
 GV3975  USGS QUAD   -  HAMPTON (1986)
 GV3975
 GV3975                         *CURRENT SURVEY CONTROL
 GV3975  ___________________________________________________________________
 GV3975* NAD 83(1993)-  37 06 05.26443(N)    076 15 46.21355(W)     ADJUSTED  
 GV3975* NAVD 88     -                                                        
 GV3975  ___________________________________________________________________
 GV3975  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 GV3975  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 GV3975
 GV3975  HORZ ORDER  -  THIRD
 GV3975
 GV3975.The horizontal coordinates were established by classical geodetic methods
 GV3975.and adjusted by the National Geodetic Survey in September 1995..
 GV3975
 GV3975
 GV3975.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3975
 GV3975.The geoid height was determined by GEOID03.
 GV3975
 GV3975;                    North         East     Units Scale Factor Converg.
 GV3975;SPC VA S     - 1,087,598.683 3,698,841.365   MT  0.99995612   +1 21 28.0
 GV3975;SPC VA S     - 3,568,230.01 12,135,282.05   sFT  0.99995612   +1 21 28.0
 GV3975;UTM  18      - 4,106,874.066   387,784.699   MT  0.99975512   -0 45 42.7
 GV3975
 GV3975                          SUPERSEDED SURVEY CONTROL
 GV3975
 GV3975  NAD 83(1986)-  37 06 05.26876(N)    076 15 46.24962(W) AD(       ) 4
 GV3975  NAD 27      -  37 06 04.74100(N)    076 15 47.45800(W) AD(       ) 3
 GV3975
 GV3975.Superseded values are not recommended for survey control.
 GV3975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3975.See file dsdata.txt to determine how the superseded data were derived.
 GV3975
 GV3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8778506874(NAD 83)
 GV3975_MARKER: 14 = NAVIGATION LIGHT
 GV3975
 GV3975  HISTORY     - Date     Condition        Report By
 GV3975  HISTORY     - 1947     FIRST OBSERVED   CGS
 GV3975
 GV3975                          STATION DESCRIPTION
 GV3975
 GV3975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RRM)
 GV3975'THIS STATION IS A LIGHTED NAVIGATION BEACON, BACK RIVER 4,
 GV3975'IN 9 FEET OF WATER, APPROXIMATELY 1.5 MILES ESE OF NORTHEND POINT.
 GV3975'IT IS A RED PILE WITH CAGEWORK AT THE TOP, BUILT IN 1942.
 GV3975'
 GV3975'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 14 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0782 ***********************************************************************
 DI0782  DESIGNATION -  FOUR MILE
 DI0782  PID         -  DI0782
 DI0782  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0782  USGS QUAD   -  FREDERICKSBURG (1994)
 DI0782
 DI0782                         *CURRENT SURVEY CONTROL
 DI0782  ___________________________________________________________________
 DI0782* NAD 83(1993)-  38 15 24.16933(N)    077 29 51.35122(W)     ADJUSTED  
 DI0782* NAVD 88     -        75.9    (meters)     249.     (feet)  GPS OBS   
 DI0782  ___________________________________________________________________
 DI0782  X           -   1,085,621.808 (meters)                     COMP
 DI0782  Y           -  -4,895,952.000 (meters)                     COMP
 DI0782  Z           -   3,927,885.815 (meters)                     COMP
 DI0782  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DI0782  ELLIP HEIGHT-          43.45  (meters)          (07/13/06) GPS OBS
 DI0782  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DI0782
 DI0782  HORZ ORDER  -  FIRST
 DI0782  ELLP ORDER  -  FOURTH    CLASS I
 DI0782
 DI0782.The horizontal coordinates were established by GPS observations
 DI0782.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0782
 DI0782.The orthometric height was determined by GPS observations and a
 DI0782.high-resolution geoid model.
 DI0782
 DI0782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0782
 DI0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0782
 DI0782.The ellipsoidal height was determined by GPS observations
 DI0782.and is referenced to NAD 83.
 DI0782
 DI0782.The geoid height was determined by GEOID03.
 DI0782
 DI0782;                    North         East     Units Scale Factor Converg.
 DI0782;SPC VA N     - 2,065,972.857 3,587,731.128   MT  0.99996809   +0 37 32.2
 DI0782;SPC VA N     - 6,778,112.62 11,770,747.88   sFT  0.99996809   +0 37 32.2
 DI0782;UTM  18      - 4,237,248.827   281,467.921   MT  1.00018818   -1 32 49.5
 DI0782
 DI0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0782!SPC VA N     -   0.99999318  x   0.99996809  =   0.99996127
 DI0782!UTM  18      -   0.99999318  x   1.00018818  =   1.00018136
 DI0782
 DI0782:                Primary Azimuth Mark                     Grid Az
 DI0782:SPC VA N     -  FOUR MILE AZ                             187 18 59.8
 DI0782:UTM  18      -  FOUR MILE AZ                             189 29 21.5
 DI0782
 DI0782|---------------------------------------------------------------------|
 DI0782| PID    Reference Object                     Distance      Geod. Az  |
 DI0782|                                                           dddmmss.s |
 DI0782| DI0783 FOUR MILE AZ                        420.542 METERS 1875632.0 |
 DI0782|---------------------------------------------------------------------|
 DI0782
 DI0782                          SUPERSEDED SURVEY CONTROL
 DI0782
 DI0782.No superseded survey control is available for this station.
 DI0782
 DI0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8146837249(NAD 83)
 DI0782_MARKER: DD = SURVEY DISK
 DI0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0782_STAMPING: FOUR MILE 2006
 DI0782_MARK LOGO: VA-177
 DI0782_PROJECTION: FLUSH
 DI0782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0782+STABILITY: SURFACE MOTION
 DI0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0782+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DI0782
 DI0782  HISTORY     - Date     Condition        Report By
 DI0782  HISTORY     - 20060201 MONUMENTED       GEOMET
 DI0782
 DI0782                          STATION DESCRIPTION
 DI0782
 DI0782'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0782'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MILES) NORTHEAST OF
 DI0782'SPOTSYLVANIA, AND 5.5 KM (3.4 MILES) SOUTHWEST OF FREDERICKSBURG.
 DI0782' 
 DI0782'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND US
 DI0782'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) (AT EXIT 126), GO NORTH ON US
 DI0782'HIGHWAY 1 FOR 1.8 KM (1.1 MILES) TO THE STATION ON THE LEFT IN FRONT
 DI0782'OF THE SUNTRUST BANK, BETWEEN THE PARKING LOT AND SOUTHBOUND US
 DI0782'HIGHWAY 1.
 DI0782' 
 DI0782'THE STATION IS 22.6 METERS (74.1 FEET) SOUTHEAST FROM A BANK SIGN, 9.0
 DI0782'METERS (29.6 FEET) WEST FROM A ROAD SIGN, 8.5 METERS (28.0 FEET) NORTH
 DI0782'FROM A FOUR MILE FORK ROAD SIGN, 3.2 METERS (10.5 FEET) SOUTHWEST FROM
 DI0782'AN INSIDE CORNER OF A CURB, AND 0.3 METER (1.0 FOOT) EAST FROM A
 DI0782'WITNESS POST.  THE STATION IS A STANDARD SPOTSYLVANIA COUNTY, VA
 DI0782'ALUMINUM SURVEY DISK SET INTO A POURED IN PLACE CONCRETE MONUMENT 10
 DI0782'INCHES IN DIAMETER, FLUSH WITH THE GROUND SURFACE AND STAMPED FOUR
 DI0782'MILE 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0783 ***********************************************************************
 DI0783  DESIGNATION -  FOUR MILE AZ
 DI0783  PID         -  DI0783
 DI0783  STATE/COUNTY-  VA/SPOTSYLVANIA
 DI0783  USGS QUAD   -  FREDERICKSBURG (1994)
 DI0783
 DI0783                         *CURRENT SURVEY CONTROL
 DI0783  ___________________________________________________________________
 DI0783* NAD 83(1993)-  38 15 10.66112(N)    077 29 53.74114(W)     ADJUSTED  
 DI0783* NAVD 88     -        78.2    (meters)     257.     (feet)  GPS OBS   
 DI0783  ___________________________________________________________________
 DI0783  X           -   1,085,621.296 (meters)                     COMP
 DI0783  Y           -  -4,896,218.114 (meters)                     COMP
 DI0783  Z           -   3,927,560.168 (meters)                     COMP
 DI0783  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DI0783  ELLIP HEIGHT-          45.75  (meters)          (07/13/06) GPS OBS
 DI0783  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DI0783
 DI0783  HORZ ORDER  -  FIRST
 DI0783  ELLP ORDER  -  FOURTH    CLASS I
 DI0783
 DI0783.The horizontal coordinates were established by GPS observations
 DI0783.and adjusted by the GEOMETRICS GPS INCORPORATED in July 2006..
 DI0783
 DI0783.The orthometric height was determined by GPS observations and a
 DI0783.high-resolution geoid model.
 DI0783
 DI0783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0783
 DI0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0783
 DI0783.The ellipsoidal height was determined by GPS observations
 DI0783.and is referenced to NAD 83.
 DI0783
 DI0783.The geoid height was determined by GEOID03.
 DI0783
 DI0783;                    North         East     Units Scale Factor Converg.
 DI0783;SPC VA N     - 2,065,555.752 3,587,677.573   MT  0.99996850   +0 37 30.7
 DI0783;SPC VA N     - 6,776,744.16 11,770,572.17   sFT  0.99996850   +0 37 30.7
 DI0783;UTM  18      - 4,236,833.962   281,398.577   MT  1.00018856   -1 32 50.5
 DI0783
 DI0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0783!SPC VA N     -   0.99999282  x   0.99996850  =   0.99996132
 DI0783!UTM  18      -   0.99999282  x   1.00018856  =   1.00018138
 DI0783
 DI0783:                Primary Azimuth Mark                     Grid Az
 DI0783:SPC VA N     -  FOUR MILE                                007 18 59.8
 DI0783:UTM  18      -  FOUR MILE                                009 29 21.0
 DI0783
 DI0783|---------------------------------------------------------------------|
 DI0783| PID    Reference Object                     Distance      Geod. Az  |
 DI0783|                                                           dddmmss.s |
 DI0783| DI0782 FOUR MILE                           420.542 METERS 0075630.5 |
 DI0783|---------------------------------------------------------------------|
 DI0783
 DI0783                          SUPERSEDED SURVEY CONTROL
 DI0783
 DI0783.No superseded survey control is available for this station.
 DI0783
 DI0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8139936834(NAD 83)
 DI0783_MARKER: DD = SURVEY DISK
 DI0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0783_STAMPING: FOUR MILE AZ 2006
 DI0783_MARK LOGO: VA-177
 DI0783_PROJECTION: FLUSH
 DI0783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DI0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0783+STABILITY: SURFACE MOTION
 DI0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0783+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DI0783
 DI0783  HISTORY     - Date     Condition        Report By
 DI0783  HISTORY     - 20060301 MONUMENTED       GEOMET
 DI0783
 DI0783                          STATION DESCRIPTION
 DI0783
 DI0783'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2006
 DI0783'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MILES) NORTHEAST OF
 DI0783'SPOTSYLVANIA, AND 1.0 KM (3.4 MILES) SOUTHWEST OF FREDERICKSBURG.
 DI0783' 
 DI0783'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND US
 DI0783'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY) (AT EXIT 126), GO NORTH ON US
 DI0783'HIGHWAY 1 FOR 1.4 KM (0.9 MILE) TO THE STATION ON THE LEFT ACROSS FROM
 DI0783'THE BILL BRITT MAZDA DEALERSHIP, NORTH OF THE CONTRACTOR YARD LOT.
 DI0783' 
 DI0783'THE STATION IS 43.0 METERS (141 FEET) SOUTH FROM A UTILITY POLE
 DI0783'NUMBERED AC76, 18.8 METERS (61.7 FEET) SOUTHEAST FROM A MAIL BOX, 15.1
 DI0783'METERS (49.5 FEET) NORTHEAST FROM A UTILITY POLE NUMBERED AC63, AND
 DI0783'12.1 METERS (39.6 FEET) NORTH FROM A VDOT TRAFFIC CENSUS BOX, 7.4
 DI0783'METERS (24.4 FEET) WEST FROM THE EDGE OF PAVEMENT OF US HIGHWAY 1, 2.4
 DI0783'METERS (8.0 FEET) EAST FROM THE EDGE OF PAVEMENT OF THE ACCESS ROAD,
 DI0783'AND 0.3 METER (1.0 FOOT) WEST FROM A WITNESS POST.  THE STATION IS A
 DI0783'STANDARD SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DI0783'POURED IN PLACE CONCRETE MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH
 DI0783'THE GROUND SURFACE AND STAMPED FOUR MILE AZ 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4579 ***********************************************************************
 HV4579  DESIGNATION -  FOUR MILE RUN RANGE REAR LIGHT
 HV4579  PID         -  HV4579
 HV4579  STATE/COUNTY-  VA/C OF ALEXANDRIA
 HV4579  USGS QUAD   -  ALEXANDRIA (1994)
 HV4579
 HV4579                         *CURRENT SURVEY CONTROL
 HV4579  ___________________________________________________________________
 HV4579* NAD 83(1993)-  38 49 57.68054(N)    077 02 31.64853(W)     ADJUSTED  
 HV4579* NAVD 88     -                                                        
 HV4579  ___________________________________________________________________
 HV4579  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 HV4579  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV4579
 HV4579  HORZ ORDER  -  THIRD
 HV4579
 HV4579.The horizontal coordinates were established by classical geodetic methods
 HV4579.and adjusted by the National Geodetic Survey in November 1994..
 HV4579
 HV4579
 HV4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4579
 HV4579.The geoid height was determined by GEOID03.
 HV4579
 HV4579;                    North         East     Units Scale Factor Converg.
 HV4579;SPC VA N     - 2,130,433.154 3,626,576.424   MT  0.99995542   +0 54 35.6
 HV4579;SPC VA N     - 6,989,596.11 11,898,192.82   sFT  0.99995542   +0 54 35.6
 HV4579;SPC MD       -   129,434.132   396,342.502   MT  0.99995013   -0 01 35.2
 HV4579;SPC MD       -   424,651.81  1,300,333.69   sFT  0.99995013   -0 01 35.2
 HV4579;UTM  18      - 4,300,191.388   322,745.052   MT  0.99998691   -1 16 51.0
 HV4579
 HV4579                          SUPERSEDED SURVEY CONTROL
 HV4579
 HV4579  NAD 83(1993)-  38 49 57.67893(N)    077 02 31.64995(W) AD(       ) 4
 HV4579  NAD 83(1986)-  38 49 57.67895(N)    077 02 31.66119(W) AD(       ) 4
 HV4579  NAD 27      -  38 49 57.27500(N)    077 02 32.74100(W) AD(       ) 3
 HV4579
 HV4579.Superseded values are not recommended for survey control.
 HV4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4579.See file dsdata.txt to determine how the superseded data were derived.
 HV4579
 HV4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2274500191(NAD 83)
 HV4579_MARKER: 14 = NAVIGATION LIGHT
 HV4579
 HV4579  HISTORY     - Date     Condition        Report By
 HV4579  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV4579
 HV4579                          STATION DESCRIPTION
 HV4579
 HV4579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RST)
 HV4579'STATION IS ON THE WEST SHORE OF THE POTOMAC RIVER JUST SOUTH
 HV4579'OF NATIONAL AIRPORT.  THE STATION IS 540 FT. ON LINE FROM
 HV4579'THE FRONT RANGE.  IT IS A WHITE SKELETON WOODEN TOWER STANDING
 HV4579'23 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4637 ***********************************************************************
 HV4637  DESIGNATION -  FOUR MILE RUN RANGE FRONT LT
 HV4637  PID         -  HV4637
 HV4637  STATE/COUNTY-  VA/FAIRFAX
 HV4637  USGS QUAD   -  ALEXANDRIA (1994)
 HV4637
 HV4637                         *CURRENT SURVEY CONTROL
 HV4637  ___________________________________________________________________
 HV4637* NAD 83(1993)-  38 49 57.12301(N)    077 02 24.90346(W)     ADJUSTED  
 HV4637* NAVD 88     -                                                        
 HV4637  ___________________________________________________________________
 HV4637  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HV4637  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HV4637
 HV4637  HORZ ORDER  -  THIRD
 HV4637
 HV4637.The horizontal coordinates were established by classical geodetic methods
 HV4637.and adjusted by the National Geodetic Survey in November 1994..
 HV4637
 HV4637
 HV4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4637
 HV4637.The geoid height was determined by GEOID03.
 HV4637
 HV4637;                    North         East     Units Scale Factor Converg.
 HV4637;SPC VA N     - 2,130,418.550 3,626,739.357   MT  0.99995541   +0 54 39.8
 HV4637;SPC VA N     - 6,989,548.19 11,898,727.37   sFT  0.99995541   +0 54 39.8
 HV4637;SPC MD       -   129,416.867   396,505.174   MT  0.99995013   -0 01 30.9
 HV4637;SPC MD       -   424,595.17  1,300,867.39   sFT  0.99995013   -0 01 30.9
 HV4637;UTM  18      - 4,300,170.565   322,907.312   MT  0.99998620   -1 16 46.8
 HV4637
 HV4637                          SUPERSEDED SURVEY CONTROL
 HV4637
 HV4637  NAD 83(1993)-  38 49 57.12140(N)    077 02 24.90488(W) AD(       ) 4
 HV4637  NAD 83(1986)-  38 49 57.12141(N)    077 02 24.91615(W) AD(       ) 4
 HV4637  NAD 27      -  38 49 56.71700(N)    077 02 25.99600(W) AD(       ) 3
 HV4637
 HV4637.Superseded values are not recommended for survey control.
 HV4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4637.See file dsdata.txt to determine how the superseded data were derived.
 HV4637
 HV4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ2290700171(NAD 83)
 HV4637_MARKER: 14 = NAVIGATION LIGHT
 HV4637
 HV4637  HISTORY     - Date     Condition        Report By
 HV4637  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV4637
 HV4637                          STATION DESCRIPTION
 HV4637
 HV4637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RST)
 HV4637'STATION IS ON THE WEST SHORE OF THE POTOMAC RIVER, JUST SOUTH OF
 HV4637'NATIONAL AIRPORT.  IT IS A SMALL WHITE HOUSE ON PILES 12 FT.
 HV4637'TALL AND IS 50.0 FT. FROM H.W.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW0992 ***********************************************************************
 FW0992  DESIGNATION -  FOWLING 2
 FW0992  PID         -  FW0992
 FW0992  STATE/COUNTY-  VA/NORTHAMPTON
 FW0992  USGS QUAD   -  NASSAWADOX (1973)
 FW0992
 FW0992                         *CURRENT SURVEY CONTROL
 FW0992  ___________________________________________________________________
 FW0992* NAD 83(1993)-  37 26 36.70123(N)    075 48 35.58586(W)     ADJUSTED  
 FW0992* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW0992  ___________________________________________________________________
 FW0992  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FW0992  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FW0992
 FW0992  HORZ ORDER  -  THIRD
 FW0992
 FW0992.The horizontal coordinates were established by classical geodetic methods
 FW0992.and adjusted by the National Geodetic Survey in September 1995..
 FW0992
 FW0992.The orthometric height was scaled from a topographic map.
 FW0992
 FW0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0992
 FW0992.The geoid height was determined by GEOID03.
 FW0992
 FW0992;                    North         East     Units Scale Factor Converg.
 FW0992;SPC VA S     - 1,126,595.320 3,738,008.641   MT  0.99994628   +1 37 57.7
 FW0992;SPC VA S     - 3,696,171.48 12,263,783.35   sFT  0.99994628   +1 37 57.7
 FW0992;UTM  18      - 4,144,384.078   428,359.704   MT  0.99966322   -0 29 32.7
 FW0992
 FW0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0992!SPC VA S     -   1.00000550  x   0.99994628  =   0.99995178
 FW0992!UTM  18      -   1.00000550  x   0.99966322  =   0.99966872
 FW0992
 FW0992:                Primary Azimuth Mark                     Grid Az
 FW0992:SPC VA S     -  GREAT MACHIPONGO RIVER BCN 3             043 37 20.3
 FW0992:UTM  18      -  GREAT MACHIPONGO RIVER BCN 3             045 44 50.7
 FW0992
 FW0992|---------------------------------------------------------------------|
 FW0992| PID    Reference Object                     Distance      Geod. Az  |
 FW0992|                                                           dddmmss.s |
 FW0992| FW0994 GREAT MACHIPONGO RIVER BCN 3        APPROX. 3.0 KM 0451518.0 |
 FW0992| FW0997 LITTLE MACHIPONGO IN N CHAN BN      APPROX. 4.5 KM 0630023.1 |
 FW0992| FW0993 GREAT MACHIPONGO RIVER BCN 2        APPROX. 3.3 KM 0661916.4 |
 FW0992| FW0879 CUNJER AND NORTH CHAN LT F RNG      APPROX. 7.2 KM 0730823.5 |
 FW0992| FW0880 CUNJER CHAN BCN RED AND BLACK       APPROX. 7.2 KM 0731102.0 |
 FW0992| FW0885 LITTLE MACHIPONGO IN N IN LT        APPROX. 8.8 KM 0844632.3 |
 FW0992| FW0886 LITTLE MACHIPONGO NORTH INLET       APPROX. 8.8 KM 0844627.2 |
 FW0992| FW0995 GREAT MACHIPONGO RIVER CHAN LT      APPROX. 3.7 KM 0983457.2 |
 FW0992| FW0862 HOG ISLAND LIGHTHOUSE               APPROX.11.0 KM 1181534.6 |
 FW0992| FW0863 HOG ISLAND LIGHTHOUSE OLD TWR       APPROX.11.6 KM 1213722.5 |
 FW0992| FW0996 INLET                               APPROX. 5.4 KM 1292502.8 |
 FW0992| DC7313 FOWLING 2 RM 3                       10.146 METERS 27132     |
 FW0992| DC7312 FOWLING 2 RM 2                       10.810 METERS 27457     |
 FW0992| DC7314 FOWLING 2 RM 4                       10.061 METERS 34151     |
 FW0992| DC7311 FOWLING 2 RM 1                       10.750 METERS 35149     |
 FW0992|---------------------------------------------------------------------|
 FW0992
 FW0992                          SUPERSEDED SURVEY CONTROL
 FW0992
 FW0992  NAD 83(1993)-  37 26 36.69971(N)    075 48 35.58368(W) AD(       ) 3
 FW0992  NAD 83(1986)-  37 26 36.70291(N)    075 48 35.62578(W) AD(       ) 3
 FW0992  NAD 27      -  37 26 36.21473(N)    075 48 36.88579(W) AD(       ) 3
 FW0992
 FW0992.Superseded values are not recommended for survey control.
 FW0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0992.See file dsdata.txt to determine how the superseded data were derived.
 FW0992
 FW0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVG2836044384(NAD 83)
 FW0992_MARKER: DS = TRIANGULATION STATION DISK
 FW0992_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW0992_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW0992
 FW0992  HISTORY     - Date     Condition        Report By
 FW0992  HISTORY     - 1910     MONUMENTED       CGS
 FW0992  HISTORY     - 1933     GOOD             CGS
 FW0992  HISTORY     - 1934     GOOD             CGS
 FW0992  HISTORY     - 1942     GOOD             CGS
 FW0992  HISTORY     - 1953     GOOD             CGS
 FW0992  HISTORY     - 1958     POOR             CGS
 FW0992  HISTORY     - 1962     POOR             CGS
 FW0992
 FW0992                          STATION DESCRIPTION
 FW0992
 FW0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (SF)
 FW0992'THIS STATION IS LOCATED ON THE MAINLAND ON THE WESTERN SHORE
 FW0992'OF HOG ISLAND BAY OR BROADWATER AT A POINT CALLED FOWLING
 FW0992'POINT, SE OF THE HAMMOCKS CLUBHOUSE.  THE SAME CLASS OF SIGNAL
 FW0992'AS AT THE HAULOVER STATION WAS BUILT, POLE 32 FEET ABOVE
 FW0992'THE GROUND.
 FW0992'
 FW0992'STATION WAS MARKED BY A 4-INCH DRAIN TILE SET IN CEMENT FLANGE
 FW0992'END DOWN.  THE TILE IS 2-1/2 FEET LONG AND THE TOP IS FLUSH
 FW0992'WITH THE SURFACE OF THE GROUND.  IN THE CENTER OF THE TILE THE
 FW0992'USUAL BRASS STATION MARK WAS SET IN CEMENT.  SUBSURFACE MARK
 FW0992'CONSISTS OF A QUART BOTTLE CENTERED 3 FEET BELOW SURFACE
 FW0992'OF THE GROUND AND SET IN CEMENT.
 FW0992'
 FW0992'REFERENCE MARK CONSISTS OF A 3-INCH DRAIN TILE 2-1/2 FEET LONG,
 FW0992'SET IN CEMENT, TOP FLUSH WITH THE SURFACE OF THE GROUND,
 FW0992'IN THE CENTER OF WHICH HAS BEEN SET IN CEMENT A SMALL (2 OUNCE)
 FW0992'BOTTLE.  BOTTLE OF SAME SIZE WAS USED FOR SUBSURFACE MARK
 FW0992'AND CENTERED 2 FEET 9 INCHES BELOW THE SURFACE.  THREE PINE
 FW0992'STUBS AROUND STATION MARK, USED TO SUPPORT THEODOLITE, WERE
 FW0992'LEFT STANDING.  NO MEASUREMENTS WERE MADE TO THEM.  REFERENCE
 FW0992'REFERENCE MARK NO. 2 N 82 DEG W DISTANT 10.81 METERS.
 FW0992
 FW0992                          STATION RECOVERY (1933)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (IER)
 FW0992'THIS STATION IS LOCATED ON THE WESTERN SHORE OF HOG ISLAND
 FW0992'BAY ON THE E END OF FOWLING POINT AND ABOUT A MILE SE OF THE
 FW0992'HAMMOCKS CLUBHOUSE ON A SANDY PATCH ABOUT 20 METERS N OF
 FW0992'A CREEK.
 FW0992'
 FW0992'STATION MARK IS IN GOOD CONDITION, ALSO REFERENCE MARK NO. 1.
 FW0992'
 FW0992'REFERENCE MARKS NO. 3 AND NO. 4 ARE STANDARD BRONZE DISKS
 FW0992'SET IN CONCRETE IN THE TOP OF TILE.
 FW0992'
 FW0992'CAN BEST BE REACHED BY BOAT FROM WILLIS WHARF AT HIGH WATER.
 FW0992
 FW0992                          STATION RECOVERY (1934)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 FW0992'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0992'ORIGINAL DESCRIPTION AND 1933 RECOVERY NOTE COMBINED TO READ
 FW0992'AS FOLLOWS--
 FW0992'
 FW0992'STATION IS LOCATED ON THE W SHORE OF HOG ISLAND BAY ON THE
 FW0992'EASTERN EXTREMITY OF FOWLING POINT ABOUT 1 MILE E OF THE
 FW0992'HAMMOCKS CLUBHOUSE.  THE MARK IS SET IN A SMALL SANDY AREA
 FW0992'COVERED WITH GRASS AND SMALL BUSHES, AND IS ABOUT 20 METERS
 FW0992'N FROM THE MOUTH OF A SMALL MARSH DRAIN.
 FW0992'
 FW0992'SURFACE-STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 FW0992'THE TOP OF TILE.  UNDERGROUND-STATION
 FW0992'MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A
 FW0992'GLASS BOTTLE.
 FW0992'
 FW0992'REFERENCE MARK NO. 1, ESTABLISHED IN 1910, IS MARKED AS DESCRIBED
 FW0992'BUT HAS SMALL GLASS BOTTLE FOR CENTER INSTEAD
 FW0992'OF STANDARD DISK.  THIS REFERENCE MARK ALSO HAS UNDERGROUND
 FW0992'MARK CONSISTING OF GLASS BOTTLE EMBEDDED IN CEMENT.
 FW0992'
 FW0992'REFERENCE MARKS NO. 3 AND NO. 4, ESTABLISHED IN 1933, ARE
 FW0992'STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF TILE.
 FW0992'
 FW0992'THE STATION MUST BE REACHED BY WATER.  IT IS BEST ACCESSIBLE
 FW0992'AT HIGH TIDE.
 FW0992
 FW0992                          STATION RECOVERY (1942)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 FW0992'THIS STATION IS LOCATED ON THE W SHORE OF HOG ISLAND BAY ON
 FW0992'THE EASTERN EXTREMITY OF FOWLING POINT, WHICH IS ABOUT 1
 FW0992'MILE E OF THE HUMMOCKS CLUBHOUSE.  THE STATION IS SET IN A
 FW0992'SMALL SANDY AREA COVERED WITH GRASS AND SMALL BUSHES, AND
 FW0992'IS ABOUT 20 METERS N FROM THE MOUTH OF A SMALL MARSH DRAIN.
 FW0992'THIS STATION IS A STANDARD DISK TRIANGULATION STATION MARK, NOT
 FW0992'STAMPED, SET IN CONCRETE IN THE TOP OF A 4-INCH IN DIAMETER
 FW0992'TILE PIPE, WHICH EXTENDS 12 INCHES ABOVE THE GROUND.  THE
 FW0992'STATION IS IN GOOD CONDITION AND IS ACCESSIBLE BEST AT HIGH
 FW0992'TIDE.
 FW0992'
 FW0992'REFERENCE MARK NO. 1 IS LOCATED 10.750 METERS N OF THE STATION,
 FW0992'1.840 METERS E OF REFERENCE MARK NO. 4, AND 13.420 METERS
 FW0992'NE OF REFERENCE MARK NO. 3.  THIS MARK IS A SMALL BOTTLE
 FW0992'(2 OUNCES) SET IN CONCRETE IN THE TOP OF A 3-INCH IN DIAMETER
 FW0992'TILE PIPE, WHICH EXTENDS 12 INCHES ABOVE THE GROUND.  THE
 FW0992'MARK IS ONLY IN FAIR CONDITION, SINCE THE FOUNDATION OF THE
 FW0992'TILE PIPE IS NOT VERY SOLID.
 FW0992'
 FW0992'REFERENCE MARK NO. 2 WAS SEARCHED FOR BY DIGGING AT A POINT
 FW0992'N 3 DEG W, DISTANCE 10.75 METERS (REFERENCE DISTANCE AND
 FW0992'DIRECTION FROM THE ORIGINAL DESCRIPTION), BUT COULD NOT BE
 FW0992'LOCATED.  IT IS RECOMMENDED THAT THIS MARK BE CLASSIFIED
 FW0992'AS LOST.
 FW0992'
 FW0992'REFERENCE MARK NO. 3 IS LOCATED 10.146 METERS W OF THE STATION,
 FW0992'AND 11.646 METERS S OF REFERENCE MARK NO. 4.  THIS MARK IS A
 FW0992'BRONZE DISK REFERENCE MARK, STAMPED 3 1933, SET IN CONCRETE
 FW0992'IN THE TOP OF A 6-INCH IN DIAMETER TILE PIPE WHICH IS 12 INCHES
 FW0992'BELOW THE SURFACE OF THE GROUND.  THE MARK IS IN GOOD CONDITION.
 FW0992'
 FW0992'REFERENCE MARK NO. 4 IS LOCATED 10.061 METERS N OF THE STATION.
 FW0992'THIS MARK IS A STANDARD DISK REFERENCE MARK, STAMPED 4 1933,
 FW0992'SET IN CONCRETE IN THE TOP OF AN 8-INCH IN DIAMETER TILE PIPE,
 FW0992'WHICH EXTENDS 12 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 FW0992'CONDITION.
 FW0992'
 FW0992'*N.B.--THIS STATION WAS NOT STAMPED IN 1942, IN ORDER TO AVOID
 FW0992'CRACKING THE TILE PIPE.
 FW0992
 FW0992                          STATION RECOVERY (1953)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EHK)
 FW0992'STATION AND ALL REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 FW0992'1942 DESCRIPTION ADEQUATE AND COMPLETE
 FW0992
 FW0992                          STATION RECOVERY (1958)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 FW0992'STATION RECOVERED AS DESCRIBED.  THE TERRA-COTTA PIPE OF
 FW0992'THE STATION MARK IS CRACKED AND IS IN BAD NEED OF REPAIR.
 FW0992'
 FW0992'THE REFERENCE MARKS WERE RECOVERED AND IN GOOD CONDITION.
 FW0992'REFERENCE MARK NO. 3 IS NOW 6 INCHES UNDER GROUND AND REFERENCE
 FW0992'MARK NO. 4 IS FLUSH WITH THE GROUND.
 FW0992'
 FW0992'THERE ARE WOODEN STAKES LOCATED NEAR EACH OF THE MARKS.
 FW0992'
 FW0992'THE STATION MARK IS UNDER WATER AT HIGH TIDE AND SHOULD
 FW0992'BE MOVED TO HIGHER GROUND.
 FW0992
 FW0992                          STATION RECOVERY (1962)
 FW0992
 FW0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 FW0992'THE STATION AND REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED
 FW0992'AS DESCRIBED IN THE 1942 RECOVERY NOTE BY W.D.F.
 FW0992'
 FW0992'THE STATION MARK IS IN POOR CONDITION.  THE TILE PIPE HAS
 FW0992'TAKEN WATER AND FREEZING ACTION HAS CAUSED THE TILE TO
 FW0992'DISINTEGRATE IN THE MIDDLE LEAVING THE DISK IN PLACE BUT
 FW0992'IN POOR CONDITION.
 FW0992'
 FW0992'REFERENCE MARKS 1, 3 AND 4 ARE IN GOOD CONDITION.
 FW0992'
 FW0992'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX3025 ***********************************************************************
 FX3025  DESIGNATION -  FOX
 FX3025  PID         -  FX3025
 FX3025  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FX3025  USGS QUAD   -  LITTLE CREEK (1989)
 FX3025
 FX3025                         *CURRENT SURVEY CONTROL
 FX3025  ___________________________________________________________________
 FX3025* NAD 83(1993)-  36 55 26.37835(N)    076 10 39.56075(W)     ADJUSTED  
 FX3025* NAVD 88     -                                                        
 FX3025  ___________________________________________________________________
 FX3025  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FX3025  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX3025
 FX3025  HORZ ORDER  -  THIRD
 FX3025
 FX3025.The horizontal coordinates were established by classical geodetic methods
 FX3025.and adjusted by the National Geodetic Survey in September 1995..
 FX3025
 FX3025
 FX3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3025
 FX3025.The geoid height was determined by GEOID03.
 FX3025
 FX3025;                    North         East     Units Scale Factor Converg.
 FX3025;SPC VA S     - 1,068,093.104 3,706,895.308   MT  0.99997517   +1 24 34.2
 FX3025;SPC VA S     - 3,504,235.46 12,161,705.69   sFT  0.99997517   +1 24 34.2
 FX3025;UTM  18      - 4,087,088.465   395,110.544   MT  0.99973553   -0 42 27.2
 FX3025
 FX3025                          SUPERSEDED SURVEY CONTROL
 FX3025
 FX3025  NAD 83(1986)-  36 55 26.38415(N)    076 10 39.59869(W) AD(       ) 4
 FX3025  NAD 27      -  36 55 25.85400(N)    076 10 40.82600(W) AD(       ) 3
 FX3025
 FX3025.Superseded values are not recommended for survey control.
 FX3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3025.See file dsdata.txt to determine how the superseded data were derived.
 FX3025
 FX3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9511187088(NAD 83)
 FX3025_MARKER: 14 = NAVIGATION LIGHT
 FX3025
 FX3025  HISTORY     - Date     Condition        Report By
 FX3025  HISTORY     - 1929     FIRST OBSERVED   CGS
 FX3025  HISTORY     - 1943     GOOD             CGS
 FX3025  HISTORY     - 1944     MARK NOT FOUND   CGS
 FX3025
 FX3025                          STATION DESCRIPTION
 FX3025
 FX3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (FLP)
 FX3025'CENTER OF THE LANTERN OF A PRIVATELY OPERATED LIGHTED BEACON
 FX3025'IN THE DREDGED CHANNEL OF LITTLE CREEK, ON CHESAPEAKE BAY, THE
 FX3025'THIRD LIGHT ON THE STARBOARD SIDE OF THE CHANNEL WHEN ENTERING.
 FX3025'IT IS ABOUT 6 METERS OFFSHORE FROM ABOUT THE CENTER OF THE ISLAND
 FX3025'FORMED BY THE JUNCTIONS OF THE OLD ENTRANCE AND THE DREDGED
 FX3025'ENTRANCE CHANNELS OF LITTLE CREEK.  THE LANTERN IS FIXED ABOUT
 FX3025'18 FEET ABOVE MEAN LOW WATER ON THE TOP OF A STEEL TOWER
 FX3025'SECURED ON A PLATFORM WHICH IS SUPPORTED BY THREE 10-INCH
 FX3025'PILEES DRIVEN VERTICALLY AND SO THAT THEY FORM A TRIANGLE
 FX3025'ABOUT 8 FEET ON A SIDE.  THE PLATFORM IS ABOUT 8 FEET ABOVE
 FX3025'MEAN LOW WATER.
 FX3025'
 FX3025'CHARACTERISTIC OF LIGHT--RED, FLASH EVERY 3 SECONDS.
 FX3025
 FX3025                          STATION RECOVERY (1943)
 FX3025
 FX3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX3025'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FX3025
 FX3025                          STATION RECOVERY (1944)
 FX3025
 FX3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LCJ)
 FX3025'LOST.  STRUCTURE REMOVED.  LITTLE CREEK HARBOR CHANNEL 6 HAS NOT
 FX3025'BEEN REESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV4823 ***********************************************************************
 GV4823  DESIGNATION -  FOX
 GV4823  PID         -  GV4823
 GV4823  STATE/COUNTY-  VA/KING AND QUEEN
 GV4823  USGS QUAD   -  WEST POINT (1986)
 GV4823
 GV4823                         *CURRENT SURVEY CONTROL
 GV4823  ___________________________________________________________________
 GV4823* NAD 83(1993)-  37 37 01.25422(N)    076 51 44.33832(W)     ADJUSTED  
 GV4823* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 GV4823  ___________________________________________________________________
 GV4823  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 GV4823  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 GV4823
 GV4823  HORZ ORDER  -  THIRD
 GV4823
 GV4823.The horizontal coordinates were established by classical geodetic methods
 GV4823.and adjusted by the National Geodetic Survey in November 1994..
 GV4823
 GV4823.The orthometric height was scaled from a topographic map.
 GV4823
 GV4823.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV4823
 GV4823.The geoid height was determined by GEOID03.
 GV4823
 GV4823;                    North         East     Units Scale Factor Converg.
 GV4823;SPC VA S     - 1,143,711.920 3,644,572.856   MT  0.99995486   +0 59 38.2
 GV4823;SPC VA S     - 3,752,328.19 11,957,236.11   sFT  0.99995486   +0 59 38.2
 GV4823;UTM  18      - 4,164,954.175   335,639.501   MT  0.99993275   -1 08 13.1
 GV4823
 GV4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV4823!SPC VA S     -   1.00000545  x   0.99995486  =   0.99996031
 GV4823!UTM  18      -   1.00000545  x   0.99993275  =   0.99993820
 GV4823
 GV4823|---------------------------------------------------------------------|
 GV4823| PID    Reference Object                     Distance      Geod. Az  |
 GV4823|                                                           dddmmss.s |
 GV4823| DC9429 FOX RM                               31.289 METERS 01125     |
 GV4823| GV4785 UP RIVER MELROSE FARM               APPROX. 2.5 KM 0152521.3 |
 GV4823| GV4779 PILL                                APPROX. 2.3 KM 0154041.8 |
 GV4823| GV4778 PILE                                APPROX. 2.0 KM 0163446.4 |
 GV4823| GV4783 TREE ON POINT BY STA MEL            APPROX. 1.4 KM 0302951.0 |
 GV4823| GV4776 MARSH                               APPROX. 2.4 KM 3470116.2 |
 GV4823| GV4781 RIVERVIEW HOUSE CHIMNEY             APPROX. 3.9 KM 3504440.7 |
 GV4823|---------------------------------------------------------------------|
 GV4823
 GV4823                          SUPERSEDED SURVEY CONTROL
 GV4823
 GV4823  NAD 83(1986)-  37 37 01.25597(N)    076 51 44.35460(W) AD(       ) 3
 GV4823  NAD 27      -  37 37 00.73700(N)    076 51 45.48600(W) AD(       ) 3
 GV4823
 GV4823.Superseded values are not recommended for survey control.
 GV4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV4823.See file dsdata.txt to determine how the superseded data were derived.
 GV4823
 GV4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3564064954(NAD 83)
 GV4823_MARKER: Z = SEE DESCRIPTION
 GV4823_SETTING: 0 = UNSPECIFIED SETTING
 GV4823
 GV4823  HISTORY     - Date     Condition        Report By
 GV4823  HISTORY     - 1911     MONUMENTED       CGS
 GV4823  HISTORY     - 1944     MARK NOT FOUND   CGS
 GV4823  HISTORY     - 19950125 MARK NOT FOUND   USPSQD
 GV4823  HISTORY     - 20000219 MARK NOT FOUND   USPSQD
 GV4823  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 GV4823
 GV4823                          STATION DESCRIPTION
 GV4823
 GV4823'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV4823'STATION IS ON THE LEFT BANK OF THE MATTAPONI RIVER, AS WE
 GV4823'DESCEND ON THE WESTERN CONFINES OF THE LARGE MARSH OPPOSITE
 GV4823'KENTUCKY FARM AND ABOUT 750 METERS ABOVE THE DWELLING 8-1/2
 GV4823'METERS BACK FROM EDGE OF GRASSY BANK OF RIVER ABOUT AT ELEVATION
 GV4823'OF EXTREME HIGH WATER.  THE MARSH IS COVERED WITH A GROWTH OF
 GV4823'COARSE WILD GRASS.
 GV4823'
 GV4823'STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN CEMENT,
 GV4823'ITS BOTTOM SPREAD, AND TOP PROJECTING 10 INCHES ABOVE SURFACE
 GV4823'OF GROUND.
 GV4823'
 GV4823'REFERENCE MARK IS NAIL IN 2- BY 2-INCH PINE STAKE SET IN
 GV4823'CENTER OF A CONICAL MOUND OF TURF SURROUNDED BY A MOAT,
 GV4823'DISTANT 31.289 METERS ON A LINE 24 DEG 23 MIN 51.71 SEC TO RIGHT
 GV4823'OF LINE TO STATION MARSH.
 GV4823
 GV4823                          STATION RECOVERY (1944)
 GV4823
 GV4823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 GV4823'THE STATION WAS SEARCHED FOR IN THE LOCATION PLOTTED, BUT WAS
 GV4823'NOT FOUND.  THE DESCRIPTION AND SKETCH ARE VERY INADEQUATE.
 GV4823'THE MARSH IS COVERED WITH HIGH REEDS AND A VERY THICK GROWTH OF
 GV4823'WATER LILIES, MAKING IT ALMOST IMPOSSIBLE TO FIND STATION DURING
 GV4823'THE SUMMER.
 GV4823
 GV4823                          STATION RECOVERY (1995)
 GV4823
 GV4823'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV4823'MARK NOT FOUND.
 GV4823
 GV4823                          STATION RECOVERY (2000)
 GV4823
 GV4823'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV4823'MARK NOT FOUND.
 GV4823
 GV4823                          STATION RECOVERY (2004)
 GV4823
 GV4823'RECOVERY NOTE BY US POWER SQUADRON 2004 (EEC)
 GV4823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8418 ***********************************************************************
 HV8418  DESIGNATION -  FOX
 HV8418  PID         -  HV8418
 HV8418  STATE/COUNTY-  VA/FAIRFAX
 HV8418  USGS QUAD   -  VIENNA (1994)
 HV8418
 HV8418                         *CURRENT SURVEY CONTROL
 HV8418  ___________________________________________________________________
 HV8418* NAD 83(1993)-  38 54 12.30079(N)    077 21 29.18663(W)     ADJUSTED  
 HV8418* NAVD 88     -       124.305  (meters)     407.82   (feet)  ADJUSTED  
 HV8418  ___________________________________________________________________
 HV8418  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 HV8418  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 HV8418  DYNAMIC HT  -         124.237 (meters)     407.60  (feet)  COMP
 HV8418  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 HV8418
 HV8418  HORZ ORDER  -  SECOND
 HV8418  VERT ORDER  -  THIRD
 HV8418
 HV8418.The horizontal coordinates were established by classical geodetic methods
 HV8418.and adjusted by the National Geodetic Survey in November 1994..
 HV8418
 HV8418.The orthometric height was determined by differential leveling
 HV8418.and adjusted by the National Geodetic Survey in September 2004..
 HV8418
 HV8418.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8418
 HV8418.The geoid height was determined by GEOID03.
 HV8418
 HV8418.The dynamic height is computed by dividing the NAVD 88
 HV8418.geopotential number by the normal gravity value computed on the
 HV8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8418.degrees latitude (g = 980.6199 gals.).
 HV8418
 HV8418.The modeled gravity was interpolated from observed gravity values.
 HV8418
 HV8418;                    North         East     Units Scale Factor Converg.
 HV8418;SPC VA N     - 2,137,895.464 3,599,045.953   MT  0.99996080   +0 42 45.6
 HV8418;SPC VA N     - 7,014,078.70 11,807,869.93   sFT  0.99996080   +0 42 45.6
 HV8418;UTM  18      - 4,308,702.180   295,517.711   MT  1.00011490   -1 28 53.1
 HV8418
 HV8418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8418!SPC VA N     -   0.99998548  x   0.99996080  =   0.99994628
 HV8418!UTM  18      -   0.99998548  x   1.00011490  =   1.00010037
 HV8418
 HV8418                          SUPERSEDED SURVEY CONTROL
 HV8418
 HV8418  NAD 83(1993)-  38 54 12.29978(N)    077 21 29.19070(W) AD(       ) 2
 HV8418  NAD 83(1986)-  38 54 12.29986(N)    077 21 29.19875(W) AD(       ) 2
 HV8418  NGVD 29 (01/12/90)  124.5    (m)          408.     (f) VERT ANG       
 HV8418
 HV8418.Superseded values are not recommended for survey control.
 HV8418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8418.See file dsdata.txt to determine how the superseded data were derived.
 HV8418
 HV8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9551808702(NAD 83)
 HV8418_MARKER: DD = SURVEY DISK
 HV8418_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8418_SP_SET: IRREGULAR CONCRETE MASS
 HV8418_STAMPING: FOX 1969
 HV8418_MARK LOGO: VA-059
 HV8418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HV8418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8418
 HV8418  HISTORY     - Date     Condition        Report By
 HV8418  HISTORY     - 1969     MONUMENTED       VA-059
 HV8418  HISTORY     - 1969     GOOD             VA-059
 HV8418  HISTORY     - 1974     GOOD             VA-059
 HV8418  HISTORY     - 19920122 GOOD             MSI
 HV8418
 HV8418                          STATION DESCRIPTION
 HV8418
 HV8418'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8418'STATION IS 4.8 MILES NORTHWEST OF COUNTY COURTHOUSE IN FAIRFAX AND 1.0
 HV8418'MILES WEST OF TIMBER LAKE RECREATION AREA.
 HV8418'
 HV8418'STATION AND AZIMUTH MARK ARE ON THE RACINA HORSE FARM AT THE SOUTH
 HV8418'CORNER OF THE INTERSECTION OF FOX MILL ROAD, ROUTE 665, AND BENNETT
 HV8418'ROAD, ROUTE 669.
 HV8418'
 HV8418'BOTH MARKS ARE ACCESSABLE FROM BENNETT ROAD AND IT IS NOT NECESSARY TO
 HV8418'PASS THROUGH THE FARM.
 HV8418'
 HV8418'FROM KAMP WASHINGTON IN FAIRFAX PROCEED NORTHWEST ON ROUTE 50, 0.6
 HV8418'MILES TO INTERSECTION WAPLES MILL ROAD, ROUTE 664.  RIGHT (NORTH) ON
 HV8418'SAME 0.9 MILES TO INTERSECTION FOX MILL ROAD.  RIGHT (NORTHWEST) ON
 HV8418'SAME 2.3 MILES TO INTERSECTION BENNETT ROAD.  LEFT (SOUTHWEST) ON SAME
 HV8418'225 FEET TO STATION ON LEFT, 21 FEET SOUTHEAST OF CENTER LINE BENNETT
 HV8418'ROAD OPPOSITE, 10.9 FEET SOUTHEAST OF A MAILBOX, SET IN A CONCRETE
 HV8418'MASS.
 HV8418'
 HV8418'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---FOX 1969---.
 HV8418'
 HV8418'AZ MARK IS APPROXIMATELY 1200 FEET SOUTHWEST ALONG BENNETT ROAD FROM
 HV8418'STATION, THEN 140 FEET SOUTHEAST ALONG EDGE OF PASTURE, 70 FEET SOUTH
 HV8418'EAST OF A GATE, 6 FEET NORTHEAST OF A FENCED LINE, SET IN A CONCRETE
 HV8418'MASS.
 HV8418'
 HV8418'AZIMUTH STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---FOX AZ
 HV8418'1969---.
 HV8418
 HV8418                          STATION RECOVERY (1969)
 HV8418
 HV8418'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1969
 HV8418'RECOVERED IN GOOD CONDITION.
 HV8418
 HV8418                          STATION RECOVERY (1974)
 HV8418
 HV8418'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8418'THE STATION WAS RECOVERED IN GOOD CONDITION. THE AZ MK HAS BEEN
 HV8418'DESTROYED.
 HV8418
 HV8418                          STATION RECOVERY (1992)
 HV8418
 HV8418'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8418'STATION IS 4.8 MILES (7.7 KM) NORTHWEST OF COUNTY COURTHOUSE IN
 HV8418'FAIRFAX AND 1.0 MILES (1.6 KM) WEST OF TIMBER LAKE RECREATION AREA.
 HV8418'ON THE RACINA HORSE FARM AT THE SOUTH CORNER OF THE INTERSECTION OF
 HV8418'FOX MILL ROAD, ROUTE 665, AND BENNETT ROAD, ROUTE 669.  MARK IS
 HV8418'ACCESSIBLE FROM BENNETT ROAD AND IT IS NOT NECESSARY TO PASS THROUGH
 HV8418'THE FARM.  FROM KAMP WASHINGTON IN FAIRFAX PROCEED NORTHWEST ON ROUTE
 HV8418'50, 0.6 MILES (1.0 KM) TO INTERSECTION WAPLES MILL ROAD, ROUTE 664.
 HV8418'RIGHT (NORTH) ON SAME 0.9 MILES (1.4 KM) TO INTERSECTION FOX MILL
 HV8418'ROAD.  RIGHT (NORTHWEST) ON SAME 2.3 MILES (3.7 KM) TO INTERSECTION
 HV8418'BENNETT ROAD.  LEFT (SOUTHWEST) ON SAME 225 FEET (68.6 M) TO STATION
 HV8418'ON LEFT, 21 FEET (6.4 M) SOUTHEAST OF CENTER LINE BENNETT ROAD
 HV8418'OPPOSITE, 10.9 FEET (3.3 M) SOUTHEAST OF A MAILBOX, SET IN A CONCRETE
 HV8418'MASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV3976 ***********************************************************************
 GV3976  DESIGNATION -  FOX HILL MUNICIPAL TANK
 GV3976  PID         -  GV3976
 GV3976  STATE/COUNTY-  VA/C OF HAMPTON
 GV3976  USGS QUAD   -  HAMPTON (1986)
 GV3976
 GV3976                         *CURRENT SURVEY CONTROL
 GV3976  ___________________________________________________________________
 GV3976* NAD 83(1993)-  37 04 55.39885(N)    076 17 13.99425(W)     ADJUSTED  
 GV3976* NAVD 88     -                                                        
 GV3976  ___________________________________________________________________
 GV3976  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 GV3976  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 GV3976
 GV3976  HORZ ORDER  -  THIRD
 GV3976
 GV3976.The horizontal coordinates were established by classical geodetic methods
 GV3976.and adjusted by the National Geodetic Survey in September 1995..
 GV3976
 GV3976
 GV3976.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV3976
 GV3976.The geoid height was determined by GEOID03.
 GV3976
 GV3976;                    North         East     Units Scale Factor Converg.
 GV3976;SPC VA S     - 1,085,394.500 3,696,725.008   MT  0.99995774   +1 20 34.8
 GV3976;SPC VA S     - 3,560,998.46 12,128,338.63   sFT  0.99995774   +1 20 34.8
 GV3976;UTM  18      - 4,104,750.081   385,588.710   MT  0.99976125   -0 46 34.4
 GV3976
 GV3976                          SUPERSEDED SURVEY CONTROL
 GV3976
 GV3976  NAD 83(1986)-  37 04 55.40640(N)    076 17 14.03025(W) AD(       ) 4
 GV3976  NAD 27      -  37 04 54.89700(N)    076 17 15.25300(W) AD(       ) 3
 GV3976
 GV3976.Superseded values are not recommended for survey control.
 GV3976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV3976.See file dsdata.txt to determine how the superseded data were derived.
 GV3976
 GV3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG8558904750(NAD 83)
 GV3976_MARKER: 51 = TANK
 GV3976
 GV3976  HISTORY     - Date     Condition        Report By
 GV3976  HISTORY     - 1939     FIRST OBSERVED   CGS
 GV3976  HISTORY     - 1943     GOOD             CGS
 GV3976  HISTORY     - 1955     GOOD             AMS
 GV3976  HISTORY     - 1959     GOOD             CGS
 GV3976  HISTORY     - 1960     GOOD             CGS
 GV3976  HISTORY     - 1968     GOOD             CGS
 GV3976  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 GV3976  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 GV3976
 GV3976                          STATION DESCRIPTION
 GV3976
 GV3976'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 GV3976'THE BALL FINIAL AT THE TOP OF THE FOX HILL MUNICIPAL WATER TANK.
 GV3976'THE TANK IS APPOXIMATELY 120 FEET HIGH, IS PAINTED ALUMINUM AND
 GV3976'IS VERY CONSPICUOUS.
 GV3976
 GV3976                          STATION RECOVERY (1943)
 GV3976
 GV3976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 GV3976'RECOVERED AS DESCRIBED.
 GV3976
 GV3976                          STATION RECOVERY (1955)
 GV3976
 GV3976'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 GV3976'THIS STATION IS APEX OF CONICAL ROOF OF STEEL (SILVER COLORED)
 GV3976'WATER TANK APPROXIMATELY 120 FEET TALL.
 GV3976
 GV3976                          STATION RECOVERY (1959)
 GV3976
 GV3976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 GV3976'DESCRIPTION (IF ANY) NOT FURNISHED FIELD PARTY.  TANK THAT
 GV3976'EXISTS IN THE APPROXIMATE PLOTTED POSITION OF STATION WAS
 GV3976'OBSERVED ON BUT NOT VISITED.
 GV3976
 GV3976                          STATION RECOVERY (1960)
 GV3976
 GV3976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 GV3976'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GV3976
 GV3976                          STATION RECOVERY (1968)
 GV3976
 GV3976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 GV3976'RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 84.5 FEET SOUTH
 GV3976'OF CENTERLINE OF BEACH ROAD, 61.0 FEET EAST OF CENTERLINE OF
 GV3976'PRIVATE DRIVE ON LOT NO. 914, BEACH ROAD.  IT IS 163.46 FEET HIGH.
 GV3976
 GV3976                          STATION RECOVERY (1995)
 GV3976
 GV3976'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV3976'MARK NOT FOUND.
 GV3976
 GV3976                          STATION RECOVERY (2001)
 GV3976
 GV3976'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP)
 GV3976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4396 ***********************************************************************
 DH4396  DESIGNATION -  FOX RIDGE
 DH4396  PID         -  DH4396
 DH4396  STATE/COUNTY-  VA/SPOTSYLVANIA
 DH4396  USGS QUAD   -  SPOTSYLVANIA (1994)
 DH4396
 DH4396                         *CURRENT SURVEY CONTROL
 DH4396  ___________________________________________________________________
 DH4396* NAD 83(1993)-  38 08 56.19976(N)    077 36 14.15866(W)     ADJUSTED  
 DH4396* NAVD 88     -        85.1    (meters)     279.     (feet)  GPS OBS   
 DH4396  ___________________________________________________________________
 DH4396  X           -   1,078,123.244 (meters)                     COMP
 DH4396  Y           -  -4,905,191.164 (meters)                     COMP
 DH4396  Z           -   3,918,491.055 (meters)                     COMP
 DH4396  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DH4396  ELLIP HEIGHT-          52.67  (meters)          (06/23/05) GPS OBS
 DH4396  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DH4396
 DH4396  HORZ ORDER  -  FIRST
 DH4396  ELLP ORDER  -  FOURTH    CLASS II
 DH4396
 DH4396.The horizontal coordinates were established by GPS observations
 DH4396.and adjusted by the GEOMETRICS GPS INCORPORATED in June 2005..
 DH4396
 DH4396.The orthometric height was determined by GPS observations and a
 DH4396.high-resolution geoid model.
 DH4396
 DH4396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4396
 DH4396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4396
 DH4396.The ellipsoidal height was determined by GPS observations
 DH4396.and is referenced to NAD 83.
 DH4396
 DH4396.The geoid height was determined by GEOID03.
 DH4396
 DH4396;                    North         East     Units Scale Factor Converg.
 DH4396;SPC VA N     - 2,053,915.072 3,578,541.633   MT  0.99998161   +0 33 33.3
 DH4396;SPC VA N     - 6,738,553.03 11,740,598.67   sFT  0.99998161   +0 33 33.3
 DH4396;UTM  18      - 4,225,544.937   271,826.020   MT  1.00024125   -1 36 33.0
 DH4396
 DH4396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4396!SPC VA N     -   0.99999174  x   0.99998161  =   0.99997335
 DH4396!UTM  18      -   0.99999174  x   1.00024125  =   1.00023298
 DH4396
 DH4396|---------------------------------------------------------------------|
 DH4396| PID    Reference Object                     Distance      Geod. Az  |
 DH4396|                                                           dddmmss.s |
 DH4396| HV5507 SNELL                               349.356 METERS 11821     |
 DH4396|---------------------------------------------------------------------|
 DH4396
 DH4396                          SUPERSEDED SURVEY CONTROL
 DH4396
 DH4396.No superseded survey control is available for this station.
 DH4396
 DH4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7182625545(NAD 83)
 DH4396_MARKER: DD = SURVEY DISK
 DH4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4396_STAMPING: FOX RIDGE 2005
 DH4396_MARK LOGO: VA-177
 DH4396_PROJECTION: FLUSH
 DH4396_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4396+STABILITY: SURFACE MOTION
 DH4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4396+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DH4396
 DH4396  HISTORY     - Date     Condition        Report By
 DH4396  HISTORY     - 20050526 MONUMENTED       GEOMET
 DH4396
 DH4396                          STATION DESCRIPTION
 DH4396
 DH4396'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2005 (DAR)
 DH4396'THE STATION IS LOCATED IN SPOTSYLVANIA COUNTY, VIRGINIA, APPROXIMATELY
 DH4396'7.4 KM (4.6 MILES)  WEST OF THORNBURG AND 6.1 KM (3.8 MILES) SOUTH OF
 DH4396'THE SPOTSYLVANIA COUNTY COURTHOUSE,  IN THE VILLAGE OF SNELL.
 DH4396' 
 DH4396'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (JEFFERSON
 DH4396'DAVIS HIGHWAY)  AND SR 606 (MORRIS ROAD) AT THORNBURG, GO WEST ON SR
 DH4396'606 FOR 7.2 KM (4.5 MILES) TO ITS  INTERSECTION WITH SR 208
 DH4396'(COURTHOUSE ROAD) AND SR 738 (PARTLOW ROAD).  CONTINUE WEST  ON SR 208
 DH4396'FOR 0.3 KM (0.2 MILE) TO THE STATION ON THE RIGHT.
 DH4396' 
 DH4396'THE STATION IS 39.8 METERS (130.5 FEET) NORTHWEST FROM A MAIL BOX
 DH4396'NUMBERED 7446  COURTHOUSE ROAD, 21.5 METERS (70.5 FEET) SOUTHEAST FROM
 DH4396'A TELEPHONE PEDESTAL, 15.6  METERS (51.2 FEET) NORTH FROM A TELEPHONE
 DH4396'PEDESTAL, 3.4 METERS (11.2 FEET) SOUTHEAST  FROM A SPEED LIMIT 50 MPH
 DH4396'SIGN, 1.4 METERS (4.5 FEET) NORTHEAST OF THE EDGE OF PAVEMENT OF  SR
 DH4396'208, AND 0.3 METERS (1.0 FEET) SOUTHWEST FROM A WITNESS POST.  THE
 DH4396'STATION IS A  SPOTSYLVANIA COUNTY, VA ALUMINUM SURVEY DISK SET INTO A
 DH4396'POURED IN PLACE CONCRETE  MONUMENT 10 INCHES IN DIAMETER, FLUSH WITH
 DH4396'THE GROUND SURFACE AND STAMPED FOX RIDGE,  2005.  STATION FOX RIDGE IS
 DH4396'INTER-VISIBLE WITH STATION SNELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9035 ***********************************************************************
 HV9035  DESIGNATION -  FOXHOUND
 HV9035  PID         -  HV9035
 HV9035  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV9035  USGS QUAD   -  NOKESVILLE (1994)
 HV9035
 HV9035                         *CURRENT SURVEY CONTROL
 HV9035  ___________________________________________________________________
 HV9035* NAD 83(1993)-  38 44 15.03544(N)    077 37 26.19246(W)     ADJUSTED  
 HV9035* NAVD 88     -        92.7    (meters)     304.     (feet)  VERTCON   
 HV9035  ___________________________________________________________________
 HV9035  X           -   1,067,705.381 (meters)                     COMP
 HV9035  Y           -  -4,865,896.831 (meters)                     COMP
 HV9035  Z           -   3,969,667.203 (meters)                     COMP
 HV9035  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 HV9035  ELLIP HEIGHT-          60.72  (meters)          (06/04/02) GPS OBS
 HV9035  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HV9035
 HV9035  HORZ ORDER  -  SECOND
 HV9035  ELLP ORDER  -  FOURTH    CLASS II
 HV9035
 HV9035.The horizontal coordinates were established by GPS observations
 HV9035.and adjusted by the National Geodetic Survey in November 1994..
 HV9035
 HV9035.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV9035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV9035
 HV9035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9035
 HV9035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9035
 HV9035.The ellipsoidal height was determined by GPS observations
 HV9035.and is referenced to NAD 83.
 HV9035
 HV9035.The geoid height was determined by GEOID03.
 HV9035
 HV9035;                    North         East     Units Scale Factor Converg.
 HV9035;SPC VA N     - 2,119,226.024 3,576,164.403   MT  0.99995057   +0 32 48.3
 HV9035;SPC VA N     - 6,952,827.38 11,732,799.38   sFT  0.99995057   +0 32 48.3
 HV9035;UTM  18      - 4,290,917.582   271,933.650   MT  1.00024056   -1 38 33.5
 HV9035
 HV9035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9035!SPC VA N     -   0.99999047  x   0.99995057  =   0.99994104
 HV9035!UTM  18      -   0.99999047  x   1.00024056  =   1.00023103
 HV9035
 HV9035                          SUPERSEDED SURVEY CONTROL
 HV9035
 HV9035  ELLIP H (11/14/94)   60.69   (m)                       GP(       ) 4 2
 HV9035  ELLIP H (01/27/92)   60.16   (m)                       GP(       ) 4 1
 HV9035  NAD 83(1986)-  38 44 15.03622(N)    077 37 26.20432(W) AD(       ) 2
 HV9035  NGVD 29 (01/20/89)   93.0    (m)          305.     (f) GPS OBS        
 HV9035
 HV9035.Superseded values are not recommended for survey control.
 HV9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9035.See file dsdata.txt to determine how the superseded data were derived.
 HV9035
 HV9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH7193490918(NAD 83)
 HV9035_MARKER: A = ALUMINUM MARKER
 HV9035_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9035_SP_SET: OBJECT IMBEDDED IN GROUND
 HV9035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 HV9035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9035+SATELLITE: SATELLITE OBSERVATIONS - 1986
 HV9035
 HV9035  HISTORY     - Date     Condition        Report By
 HV9035  HISTORY     - 1986     MONUMENTED       GEOHYD
 HV9035
 HV9035                          STATION DESCRIPTION
 HV9035
 HV9035'DESCRIBED BY GEO-HYDRO INCORPORATED 1986
 HV9035'THE STATION IS LOCATED IN WESTERN PRINCE WILLIAM COUNTY VIRGINIA
 HV9035'
 HV9035'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28 AND
 HV9035'STATE ROUTE 215, PROCEED WEST ON 215 FOR 3.4 MILES TO OWLS NEST ROAD
 HV9035'ON THE LEFT. GO LEFT, SOUTH ON OWLS NEST ROAD FOR 1.3 MILES TO THE
 HV9035'STATION ON THE RIGHT, ABOUT 0.25 MILES PAST THE INTERSECTION WITH
 HV9035'MANLEY ROAD.
 HV9035'
 HV9035'THE STATION IS A WI-B BERNTSEN ALUMINUM DISK, SET FLUSH WITH THE
 HV9035'GROUND AND IS STAMPED---26 FOXHOUND 1986---. THE STATION IS 24.0
 HV9035'FEET NORTH OF THE CENTER OF OWLS NEST ROAD, 170.51 FEET SOUTHWEST OF
 HV9035'POWER POLE 212A78373, 184.65 NORTHWEST OF POWER POLE 212A78393.
 HV9035'
 HV9035'THE AZIMUTH MARK IS A WI-B BERNTSEN ALUMINUM DISK SET FLUSH WITH THE
 HV9035'GROUND AND IS STAMPED---26 FOXHOUND AZIMUTH 1986---.
 HV9035'
 HV9035'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION 28.31 FEET SOUTH
 HV9035'OF CENTER OF ROAD, 71.96 FEET EAST OF POWER POLE ELA20, AND 91.45
 HV9035'SOUTH OF POWER POLE 661020. THE DISTANCE FROM THE AZIMUTH MARK TO THE
 HV9035'STATION IS 525.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4790 ***********************************************************************
 HV4790  DESIGNATION -  FRANCONIA BAP CH SPIRE
 HV4790  PID         -  HV4790
 HV4790  STATE/COUNTY-  VA/FAIRFAX
 HV4790  USGS QUAD   -  ANNANDALE (1994)
 HV4790
 HV4790                         *CURRENT SURVEY CONTROL
 HV4790  ___________________________________________________________________
 HV4790* NAD 83(1993)-  38 46 09.05495(N)    077 09 12.71391(W)     ADJUSTED  
 HV4790* NAVD 88     -                                                        
 HV4790  ___________________________________________________________________
 HV4790  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HV4790  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HV4790
 HV4790  HORZ ORDER  -  THIRD
 HV4790
 HV4790.The horizontal coordinates were established by classical geodetic methods
 HV4790.and adjusted by the National Geodetic Survey in November 1994..
 HV4790
 HV4790
 HV4790.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4790
 HV4790.The geoid height was determined by GEOID03.
 HV4790
 HV4790;                    North         East     Units Scale Factor Converg.
 HV4790;SPC VA N     - 2,123,236.471 3,617,007.899   MT  0.99995188   +0 50 25.3
 HV4790;SPC VA N     - 6,965,984.99 11,866,800.08   sFT  0.99995188   +0 50 25.3
 HV4790;UTM  18      - 4,293,365.231   312,907.961   MT  1.00003105   -1 20 56.0
 HV4790
 HV4790                          SUPERSEDED SURVEY CONTROL
 HV4790
 HV4790  NAD 83(1993)-  38 46 09.05310(N)    077 09 12.71730(W) AD(       ) 4
 HV4790  NAD 83(1986)-  38 46 09.05457(N)    077 09 12.72734(W) AD(       ) 4
 HV4790  NAD 27      -  38 46 08.64573(N)    077 09 13.79764(W) AD(       ) 3
 HV4790
 HV4790.Superseded values are not recommended for survey control.
 HV4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4790.See file dsdata.txt to determine how the superseded data were derived.
 HV4790
 HV4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1290893365(NAD 83)
 HV4790_MARKER: 91 = CHURCH CROSS
 HV4790
 HV4790  HISTORY     - Date     Condition        Report By
 HV4790  HISTORY     - 1969     FIRST OBSERVED   CGS
 HV4790
 HV4790                          STATION DESCRIPTION
 HV4790
 HV4790'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4790'THE STATION IS THE FRANCONIA BAPTIST CHURCH SPIRE.  THE POINT
 HV4790'OBSERVED WAS THE CENTER OF THE TOP OF THE WHITE CROSS ABOVE THE
 HV4790'BUILDING OF THE BEULAH BAPTIST CHURCH.  THE STATION IS ABOUT 70
 HV4790'FEET ABOVE THE GROUND.
 HV4790'
 HV4790'TO REACH THE STATION FROM THE INTERSECTION OF FRANCONIA ROAD AND
 HV4790'BEULAH STREET IN FRANCONIA, GO SOUTHERLY ON BEULAH STREET FOR 1.0
 HV4790'MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV4778 ***********************************************************************
 HV4778  DESIGNATION -  FRANCONIA METH CH SPIRE
 HV4778  PID         -  HV4778
 HV4778  STATE/COUNTY-  VA/FAIRFAX
 HV4778  USGS QUAD   -  ANNANDALE (1994)
 HV4778
 HV4778                         *CURRENT SURVEY CONTROL
 HV4778  ___________________________________________________________________
 HV4778* NAD 83(1993)-  38 46 55.67445(N)    077 08 40.16631(W)     ADJUSTED  
 HV4778* NAVD 88     -                                                        
 HV4778  ___________________________________________________________________
 HV4778  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HV4778  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HV4778
 HV4778  HORZ ORDER  -  THIRD
 HV4778
 HV4778.The horizontal coordinates were established by classical geodetic methods
 HV4778.and adjusted by the National Geodetic Survey in November 1994..
 HV4778
 HV4778
 HV4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV4778
 HV4778.The geoid height was determined by GEOID03.
 HV4778
 HV4778;                    North         East     Units Scale Factor Converg.
 HV4778;SPC VA N     - 2,124,685.387 3,617,772.279   MT  0.99995250   +0 50 45.6
 HV4778;SPC VA N     - 6,970,738.64 11,869,307.89   sFT  0.99995250   +0 50 45.6
 HV4778;UTM  18      - 4,294,783.997   313,727.200   MT  1.00002728   -1 20 37.0
 HV4778
 HV4778                          SUPERSEDED SURVEY CONTROL
 HV4778
 HV4778  NAD 83(1993)-  38 46 55.67262(N)    077 08 40.16946(W) AD(       ) 4
 HV4778  NAD 83(1986)-  38 46 55.67327(N)    077 08 40.17931(W) AD(       ) 4
 HV4778  NAD 27      -  38 46 55.26515(N)    077 08 41.24888(W) AD(       ) 3
 HV4778
 HV4778.Superseded values are not recommended for survey control.
 HV4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV4778.See file dsdata.txt to determine how the superseded data were derived.
 HV4778
 HV4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH1372794784(NAD 83)
 HV4778_MARKER: 91 = CHURCH CROSS
 HV4778
 HV4778  HISTORY     - Date     Condition        Report By
 HV4778  HISTORY     - 1957     FIRST OBSERVED   CGS
 HV4778  HISTORY     - 1969     GOOD             CGS
 HV4778  HISTORY     - 20031225 GOOD             GEOCAC
 HV4778
 HV4778                          STATION DESCRIPTION
 HV4778
 HV4778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WER)
 HV4778'THE STATION IS THE CROSS ATOP THE GREY SPIRE ON THE METHODIST
 HV4778'CHURCH WHICH IS IN THE EASTERN PART OF THE VILLAGE OF FRANCONIA,
 HV4778'ON THE SOUTH SIDE OF STATE HIGHWAY 644, AND IS AT THE EAST
 HV4778'SIDE OF THE FRANCONIA SCHOOL.  THE STRUCTURE IS A RED BRICK
 HV4778'BUILDING WITH A GREY BELFRY AND SPIRE WHICH IS ABOUT 75 FEET IN
 HV4778'HEIGHT OVER ALL.
 HV4778
 HV4778                          STATION RECOVERY (1969)
 HV4778
 HV4778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 HV4778'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 AND IS LOCATED AT
 HV4778'6033 FRANCONIA ROAD, FRANCONIA.
 HV4778
 HV4778                          STATION RECOVERY (2003)
 HV4778
 HV4778'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 HV4778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5306 ***********************************************************************
 HV5306  DESIGNATION -  FRANK
 HV5306  PID         -  HV5306
 HV5306  STATE/COUNTY-  VA/KING GEORGE
 HV5306  USGS QUAD   -  MATHIAS POINT (1982)
 HV5306
 HV5306                         *CURRENT SURVEY CONTROL
 HV5306  ___________________________________________________________________
 HV5306* NAD 83(1993)-  38 23 18.32422(N)    077 01 39.22850(W)     ADJUSTED  
 HV5306* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 HV5306  ___________________________________________________________________
 HV5306  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 HV5306  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HV5306
 HV5306  HORZ ORDER  -  SECOND
 HV5306
 HV5306.The horizontal coordinates were established by classical geodetic methods
 HV5306.and adjusted by the National Geodetic Survey in November 1994..
 HV5306
 HV5306.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV5306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV5306
 HV5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5306
 HV5306.The geoid height was determined by GEOID03.
 HV5306
 HV5306;                    North         East     Units Scale Factor Converg.
 HV5306;SPC VA N     - 2,081,145.028 3,628,631.479   MT  0.99995633   +0 55 08.3
 HV5306;SPC VA N     - 6,827,889.98 11,904,935.11   sFT  0.99995633   +0 55 08.3
 HV5306;SPC MD       -    80,118.409   397,591.892   MT  0.99998579   -0 01 02.3
 HV5306;SPC MD       -   262,855.15  1,304,432.73   sFT  0.99998579   -0 01 02.3
 HV5306;UTM  18      - 4,250,858.988   322,919.833   MT  0.99998618   -1 15 33.9
 HV5306
 HV5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5306!SPC VA N     -   1.00000419  x   0.99995633  =   0.99996052
 HV5306!SPC MD       -   1.00000419  x   0.99998579  =   0.99998998
 HV5306!UTM  18      -   1.00000419  x   0.99998618  =   0.99999037
 HV5306
 HV5306:                Primary Azimuth Mark                     Grid Az
 HV5306:SPC VA N     -  LOYOLA CUPOLA                            035 05 40.4
 HV5306:SPC MD       -  LOYOLA CUPOLA                            036 01 51.0
 HV5306:UTM  18      -  LOYOLA CUPOLA                            037 16 22.6
 HV5306
 HV5306|---------------------------------------------------------------------|
 HV5306| PID    Reference Object                     Distance      Geod. Az  |
 HV5306|                                                           dddmmss.s |
 HV5306| HV7106 LOYOLA CUPOLA                       APPROX. 4.2 KM 0360048.7 |
 HV5306| DC6295 FRANK RM 1                                         21111     |
 HV5306| DC6294 FRANK AZ MK                                        2285938.9 |
 HV5306| DC6296 FRANK RM 2                                         29923     |
 HV5306|---------------------------------------------------------------------|
 HV5306
 HV5306                          SUPERSEDED SURVEY CONTROL
 HV5306
 HV5306  NAD 83(1993)-  38 23 18.32502(N)    077 01 39.23304(W) AD(       ) 2
 HV5306  NAD 83(1986)-  38 23 18.32461(N)    077 01 39.24373(W) AD(       ) 2
 HV5306  NAD 27      -  38 23 17.87100(N)    077 01 40.33400(W) AD(       ) 2
 HV5306  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 HV5306
 HV5306.Superseded values are not recommended for survey control.
 HV5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5306.See file dsdata.txt to determine how the superseded data were derived.
 HV5306
 HV5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH2292050859(NAD 83)
 HV5306_MARKER: DD = SURVEY DISK
 HV5306_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV5306_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HV5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV5306+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 HV5306
 HV5306  HISTORY     - Date     Condition        Report By
 HV5306  HISTORY     - 1941     MONUMENTED       USN
 HV5306  HISTORY     - 1962     GOOD             CGS
 HV5306  HISTORY     - 19990110 GOOD             USPSQD
 HV5306  HISTORY     - 20031209 GOOD             USPSQD
 HV5306
 HV5306                          STATION DESCRIPTION
 HV5306
 HV5306'DESCRIBED BY US NAVY 1941
 HV5306'LETTER OF DAVID I. HEDRICK, CAPTAIN, U.S. NAVY, INSPECTOR
 HV5306'OF ORDNANCE IN CHARGE, DAHLGREN, VA., DATED AUGUST 6, 1941--
 HV5306'
 HV5306'ON SOUTHWEST SIDE OF POTOMAC RIVER, ABOUT 1-1/4 MILES DOWN
 HV5306'RIVER FROM MATHIAS POINT SHOAL BEACON.  STATION IS ON THE
 HV5306'PROPERTY OF WALTER M. FRANKLIN, JR., IN A CLEARED SPACE ABOUT
 HV5306'425 FEET WIDE AND ON TOP OF A 16 FOOT BANK FROM MEAN TIDE
 HV5306'AND 38 FEET BACK FROM EDGE OF BANK, 223 FEET FROM SOUTHEAST
 HV5306'CORNER OF WALTER M. FRANKLINS SUMMER COTTAGE AND 224.5 FEET
 HV5306'FROM THE DIVIDING LINE BETWEEN CLYDE SUTTLE AND FRANKLIN.
 HV5306'STATION IS A BUREAU OF ORDNANCE BRASS DISC SET IN 6 IN TERRA
 HV5306'COTTA PIPE SURROUNDED BY CONCRETE LEVEL WITH THE GROUND AND
 HV5306'MARKED (FRANK 1941)
 HV5306'
 HV5306'STATION CAN BE REACHED BY ROAD BY TURNING OFF OF VIRGINIA
 HV5306'ROUTE 206 AT OWENS POST OFFICE AND FOLLOWING THE MATHIAS
 HV5306'POINT ROAD NO. 624 TO WHERE IT INTERSECTS ROUTE 639, THEN
 HV5306'RIGHT ON ROUTE 639 FOR A DISTANCE OF ABOUT ONE MILE TO THE
 HV5306'PROPERTY OF FRANKLIN AND STATION IS RIGHT OF COTTAGE AS
 HV5306'DESCRIBED ABOVE.
 HV5306
 HV5306                          STATION RECOVERY (1962)
 HV5306
 HV5306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DGR)
 HV5306'STATION WAS RECOVERED BUT THE BRASS DISK IS SETTING IN A 4
 HV5306'INCH STEEL PIPE 4.5 FEET TALL WHICH IS EMBEDDED IN A MASS
 HV5306'OF CONCRETE.
 HV5306'
 HV5306'TWO REFERENCE MARKS WERE SET.
 HV5306'
 HV5306'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A TILE FLUSH
 HV5306'WITH THE GROUND.  IT IS STAMPED FRANK B. O. NO. 1, 1941 - 1962
 HV5306'AND IS 47.77 FEET SOUTH WEST OF THE STATION.
 HV5306'
 HV5306'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A TILE, FLUSH
 HV5306'WITH THE GROUND.  IT IS STAMPED FRANK B. O. NO. 2, 1941 - 1962.
 HV5306'
 HV5306'THE AZIMUTH MARK IS 0.15 MILES S OF THE STATION.  IT IS 214FEET
 HV5306'E OF CENTER LINE OF THE ROAD LEADING TO THE HOUSE AT
 HV5306'THE INTERSECTION WITH A ROAD THAT GOES E - WARD 12 FEET S
 HV5306'OF CENTER LINE OF THE ROAD THAT GOES E - W.  IT IS 3 FEET
 HV5306'NW OF WITNESS POST.
 HV5306'
 HV5306'THE PREVIOUS DESCRIPTION BY D.I. HEDRICK, U.S.N., 1941, IS
 HV5306'ADEQUATE FOR LOCATING THE STATION.
 HV5306
 HV5306                          STATION RECOVERY (1999)
 HV5306
 HV5306'RECOVERY NOTE BY US POWER SQUADRON 1999
 HV5306'RECOVERED IN GOOD CONDITION.
 HV5306
 HV5306                          STATION RECOVERY (2003)
 HV5306
 HV5306'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 HV5306'STATION AND RM 1 FOUND IN GOOD CONDITION. STATION IS LOCATED IN A 4.5
 HV5306'FT IRON PIPE 2.5FT EAST OF A TRIPLE SHERRY TREE IN THE FRONT YARD OF
 HV5306'1463 CHESTNUT BEACH ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4073 ***********************************************************************
 FX4073  DESIGNATION -  FRANKLIN
 FX4073  PID         -  FX4073
 FX4073  STATE/COUNTY-  VA/C OF FRANKLIN
 FX4073  USGS QUAD   -  FRANKLIN (1986)
 FX4073
 FX4073                         *CURRENT SURVEY CONTROL
 FX4073  ___________________________________________________________________
 FX4073* NAD 83(1993)-  36 40 33.20310(N)    076 55 21.70007(W)     ADJUSTED  
 FX4073* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 FX4073  ___________________________________________________________________
 FX4073  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 FX4073  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 FX4073
 FX4073  HORZ ORDER  -  SECOND
 FX4073
 FX4073.The horizontal coordinates were established by classical geodetic methods
 FX4073.and adjusted by the National Geodetic Survey in September 1995..
 FX4073
 FX4073.The orthometric height was scaled from a topographic map.
 FX4073
 FX4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4073
 FX4073.The geoid height was determined by GEOID03.
 FX4073
 FX4073;                    North         East     Units Scale Factor Converg.
 FX4073;SPC VA S     - 1,039,193.041 3,640,988.200   MT  1.00001772   +0 57 26.3
 FX4073;SPC VA S     - 3,409,419.17 11,945,475.45   sFT  1.00001772   +0 57 26.3
 FX4073;UTM  18      - 4,060,640.914   328,193.519   MT  0.99996366   -1 08 55.3
 FX4073
 FX4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4073!SPC VA S     -   1.00000468  x   1.00001772  =   1.00002240
 FX4073!UTM  18      -   1.00000468  x   0.99996366  =   0.99996834
 FX4073
 FX4073:                Primary Azimuth Mark                     Grid Az
 FX4073:SPC VA S     -  SMALL RESET                              049 42 57.6
 FX4073:UTM  18      -  SMALL RESET                              051 49 19.2
 FX4073
 FX4073|---------------------------------------------------------------------|
 FX4073| PID    Reference Object                     Distance      Geod. Az  |
 FX4073|                                                           dddmmss.s |
 FX4073| FX4426 SMALL RESET                         APPROX. 1.9 KM 0504023.9 |
 FX4073| DC8849 FRANKLIN RM                          12.045 METERS 25309     |
 FX4073|---------------------------------------------------------------------|
 FX4073
 FX4073                          SUPERSEDED SURVEY CONTROL
 FX4073
 FX4073  NAD 83(1986)-  36 40 33.20733(N)    076 55 21.72120(W) AD(       ) 2
 FX4073  NAD 27      -  36 40 32.67000(N)    076 55 22.85900(W) AD(       ) 2
 FX4073
 FX4073.Superseded values are not recommended for survey control.
 FX4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4073.See file dsdata.txt to determine how the superseded data were derived.
 FX4073
 FX4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2819460641(NAD 83)
 FX4073_MARKER: DS = TRIANGULATION STATION DISK
 FX4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4073
 FX4073  HISTORY     - Date     Condition        Report By
 FX4073  HISTORY     - 1918     MONUMENTED       CGS
 FX4073  HISTORY     - 1934     MARK NOT FOUND   CGS
 FX4073
 FX4073                          STATION DESCRIPTION
 FX4073
 FX4073'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (JSB)
 FX4073'STATION IS ABOUT 190 YARDS W OF THE SEABOARD AIR LINE RAILWAY
 FX4073'STATION AT FRANKLIN, 10.225 METERS (33.55 FEET) S OF THE S RAIL
 FX4073'OF THE MAIN TRACK, ON THE SIDE OF A SLOPE, 3 FEET BELOW THE
 FX4073'TRACK, 25 YARDS W OF THE W SIDE OF THE FRANKLIN PEANUT COMPANY
 FX4073'FACTORY, AND DIRECTLY ACROSS THE TRACK FROM A LARGE BELL MOUNTED
 FX4073'ON A STEEL SCAFFOLD.
 FX4073'
 FX4073'THE UNDERGROUND MARK IS A NAIL IN
 FX4073'CONCRETE, AS DESCRIBED.  THE SURFACE AND REFERENCE
 FX4073'MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 FX4073'
 FX4073'THE REFERENCE MARK IS 12.045 METERS (39.52
 FX4073'FEET) FROM THE STATION S 73 DEG 08 MIN W.
 FX4073
 FX4073                          STATION RECOVERY (1934)
 FX4073
 FX4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHM)
 FX4073'STATION MARK COULD NOT BE FOUND AND REFERENCE MARK REPORTED
 FX4073'LYING ON ITS SIDE IN A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8422 ***********************************************************************
 HV8422  DESIGNATION -  FRANKLIN
 HV8422  PID         -  HV8422
 HV8422  STATE/COUNTY-  VA/C OF FALLS CHURCH
 HV8422  USGS QUAD   -  FALLS CHURCH (1994)
 HV8422
 HV8422                         *CURRENT SURVEY CONTROL
 HV8422  ___________________________________________________________________
 HV8422* NAD 83(1993)-  38 52 48.08721(N)    077 10 04.02988(W)     ADJUSTED  
 HV8422* NAVD 88     -       104.010  (meters)     341.24   (feet)  ADJUSTED  
 HV8422  ___________________________________________________________________
 HV8422  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HV8422  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 HV8422  DYNAMIC HT  -         103.953 (meters)     341.05  (feet)  COMP
 HV8422  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 HV8422
 HV8422  HORZ ORDER  -  SECOND
 HV8422  VERT ORDER  -  THIRD
 HV8422
 HV8422.The horizontal coordinates were established by classical geodetic methods
 HV8422.and adjusted by the National Geodetic Survey in November 1994..
 HV8422
 HV8422.The orthometric height was determined by differential leveling
 HV8422.and adjusted by the National Geodetic Survey in September 2004..
 HV8422.No vertical observational check was made to the station.
 HV8422
 HV8422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8422
 HV8422.The geoid height was determined by GEOID03.
 HV8422
 HV8422.The dynamic height is computed by dividing the NAVD 88
 HV8422.geopotential number by the normal gravity value computed on the
 HV8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV8422.degrees latitude (g = 980.6199 gals.).
 HV8422
 HV8422.The modeled gravity was interpolated from observed gravity values.
 HV8422
 HV8422;                    North         East     Units Scale Factor Converg.
 HV8422;SPC VA N     - 2,135,521.391 3,615,590.728   MT  0.99995885   +0 49 53.3
 HV8422;SPC VA N     - 7,006,289.76 11,862,150.58   sFT  0.99995885   +0 49 53.3
 HV8422;SPC MD       -   134,701.213   385,441.520   MT  0.99994985   -0 06 19.1
 HV8422;SPC MD       -   441,932.23  1,264,569.39   sFT  0.99994985   -0 06 19.1
 HV8422;UTM  18      - 4,305,696.312   311,961.395   MT  1.00003541   -1 21 40.0
 HV8422
 HV8422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8422!SPC VA N     -   0.99998868  x   0.99995885  =   0.99994753
 HV8422!SPC MD       -   0.99998868  x   0.99994985  =   0.99993853
 HV8422!UTM  18      -   0.99998868  x   1.00003541  =   1.00002409
 HV8422
 HV8422                          SUPERSEDED SURVEY CONTROL
 HV8422
 HV8422  NAD 83(1993)-  38 52 48.08602(N)    077 10 04.03225(W) AD(       ) 2
 HV8422  NAD 83(1986)-  38 52 48.08589(N)    077 10 04.04189(W) AD(       ) 2
 HV8422  NGVD 29 (01/12/90)  104.2    (m)          342.     (f) VERT ANG       
 HV8422
 HV8422.Superseded values are not recommended for survey control.
 HV8422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8422.See file dsdata.txt to determine how the superseded data were derived.
 HV8422
 HV8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1196105696(NAD 83)
 HV8422_MARKER: Z = SEE DESCRIPTION
 HV8422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HV8422_SP_SET: CONCRETE CURB JOINT
 HV8422_MARK LOGO: VA-059
 HV8422_MAGNETIC: I = MARKER IS A STEEL ROD
 HV8422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV8422+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 HV8422
 HV8422  HISTORY     - Date     Condition        Report By
 HV8422  HISTORY     - 1977     MONUMENTED       VA-059
 HV8422  HISTORY     - 1977     GOOD             VA-059
 HV8422  HISTORY     - 19920122 GOOD             MSI
 HV8422  HISTORY     - 19940301 GOOD             GEOMET
 HV8422
 HV8422                          STATION DESCRIPTION
 HV8422
 HV8422'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8422'THE STATION IS LOCATED 0.83 MILES NORTHWEST OF SEVEN CORNERS AND 4.36
 HV8422'MILES SOUTHEAST OF TYSONS CORNER IN FALLS CHURCH.
 HV8422'
 HV8422'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 50 AND 7 IN SEVEN
 HV8422'CORNERS, GO WEST ON ROUTE 7 FOR 0.75 MILES TO STATION ON THE LEFT IN
 HV8422'THE CURB.
 HV8422'
 HV8422'THE STATION IS AN IRON PIN WITH YELLOW CAP STAMPED---FAIRFAX COUNTY
 HV8422'DPW SUR--- SET INTO THE TOP OF A CURB JOINT. LOCATED 25 FEET S FROM
 HV8422'THE CENTERLINE OF EAST BROAD STREET, RTE 7, THE LINE, FROM WHICH
 HV8422'SEPARATES THE WEST BOUND LANES AND THE EAST, AND FROM BOUND LANES.
 HV8422'
 HV8422'REFERENCE MARK NO. 01 IS A P.K. NAIL IN A POWER POLE NUMBERED 902-A
 HV8422'LOCATED 25 FEET S FROM THE CENTER LINE OF EAST BROAD STREET, RTE 7.
 HV8422'
 HV8422'REFERENCE MARK NO. 02 IS A PUNCH HOLE IN THE MAIN VALVE BOLT ON TOP OF
 HV8422'A FIRE HYDRANT LOCATED 25 FEET S FROM THE CENTERLINE OF EAST BROAD
 HV8422'STREET, RTE 7.
 HV8422
 HV8422                          STATION RECOVERY (1977)
 HV8422
 HV8422'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977
 HV8422'RECOVERED IN GOOD CONDITION.
 HV8422
 HV8422                          STATION RECOVERY (1992)
 HV8422
 HV8422'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV8422'THE STATION IS LOCATED 0.83 MILES (1.34 KM) NORTHWEST OF SEVEN
 HV8422'CORNERS AND 4.36 MILES (7.02 KM) SOUTHEAST OF TYSONS CORNER IN FALLS
 HV8422'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF ROUTES 50 AND 7 IN
 HV8422'SEVEN CORNERS, GO WEST ON ROUTE 7 FOR 0.75 MILES (1.21 KM) TO STATION
 HV8422'ON THE LEFT IN THE CURB, A IRON PIN WITH A YELLOW CAP STAMPED---
 HV8422'FAIRFAX COUNTY DPW SUR--- IN THE TOP OF A CURB JOINT, 25 FEET (7.6 M)
 HV8422'S OF THE CENTERLINE OF EAST BROAD STREET, RTE 7, THE LINE, FROM WHICH
 HV8422'SEPARATES THE WEST BOUND LANES AND THE EAST, AND FROM BOUND LANES.
 HV8422
 HV8422                          STATION RECOVERY (1994)
 HV8422
 HV8422'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1994 (DAR)
 HV8422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV6899 ***********************************************************************
 HV6899  DESIGNATION -  FRANKLIN 1932
 HV6899  PID         -  HV6899
 HV6899  STATE/COUNTY-  VA/WESTMORELAND
 HV6899  USGS QUAD   -  MACHODOC (1982)
 HV6899
 HV6899                         *CURRENT SURVEY CONTROL
 HV6899  ___________________________________________________________________
 HV6899* NAD 83(1993)-  38 07 07.63256(N)    076 38 09.80038(W)     ADJUSTED  
 HV6899* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HV6899  ___________________________________________________________________
 HV6899  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 HV6899  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 HV6899
 HV6899  HORZ ORDER  -  THIRD
 HV6899
 HV6899.The horizontal coordinates were established by classical geodetic methods
 HV6899.and adjusted by the National Geodetic Survey in November 1994..
 HV6899
 HV6899.The orthometric height was scaled from a topographic map.
 HV6899
 HV6899.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV6899
 HV6899.The geoid height was determined by GEOID03.
 HV6899
 HV6899;                    North         East     Units Scale Factor Converg.
 HV6899;SPC VA N     - 2,051,843.601 3,663,436.874   MT  0.99998602   +1 09 48.0
 HV6899;SPC VA N     - 6,731,756.88 12,019,125.81   sFT  0.99998602   +1 09 48.0
 HV6899;SPC VA S     - 1,199,764.404 3,663,444.886   MT  1.00003130   +1 07 52.6
 HV6899;SPC VA S     - 3,936,227.05 12,019,152.10   sFT  1.00003130   +1 07 52.6
 HV6899;UTM  18      - 4,220,258.939   356,586.007   MT  0.99985331   -1 00 36.4
 HV6899
 HV6899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV6899!SPC VA N     -   1.00000493  x   0.99998602  =   0.99999095
 HV6899!SPC VA S     -   1.00000493  x   1.00003130  =   1.00003623
 HV6899!UTM  18      -   1.00000493  x   0.99985331  =   0.99985824
 HV6899
 HV6899:                Primary Azimuth Mark                     Grid Az
 HV6899:SPC VA N     -  HERBERT 1932                             003 02 23.6
 HV6899:SPC VA S     -  HERBERT 1932                             003 04 19.0
 HV6899:UTM  18      -  HERBERT 1932                             005 12 48.0
 HV6899
 HV6899|---------------------------------------------------------------------|
 HV6899| PID    Reference Object                     Distance      Geod. Az  |
 HV6899|                                                           dddmmss.s |
 HV6899| HV6903 HERBERT 1932                        APPROX. 0.6 KM 0041211.6 |
 HV6899| HV6900 GLORY 1932                          APPROX. 0.6 KM 1795510.9 |
 HV6899| HV6897 CHURCH MARSH USE 1932               391.538 METERS 24328     |
 HV6899| HV6889 B USE 1932                          418.956 METERS 3200222.5 |
 HV6899|---------------------------------------------------------------------|
 HV6899
 HV6899                          SUPERSEDED SURVEY CONTROL
 HV6899
 HV6899  NAD 83(1993)-  38 07 07.63138(N)    076 38 09.80463(W) AD(       ) 3
 HV6899  NAD 83(1986)-  38 07 07.63245(N)    076 38 09.81656(W) AD(       ) 3
 HV6899  NAD 27      -  38 07 07.17800(N)    076 38 10.96400(W) AD(       ) 3
 HV6899
 HV6899.Superseded values are not recommended for survey control.
 HV6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV6899.See file dsdata.txt to determine how the superseded data were derived.
 HV6899
 HV6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH5658620259(NAD 83)
 HV6899_MARKER: Z = SEE DESCRIPTION
 HV6899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV6899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HV6899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV6899+STABILITY: SURFACE MOTION
 HV6899
 HV6899  HISTORY     - Date     Condition        Report By
 HV6899  HISTORY     - 1932     MONUMENTED       VACF
 HV6899  HISTORY     - 1942     GOOD             CGS
 HV6899  HISTORY     - 1957     GOOD             CGS
 HV6899  HISTORY     - 1961     GOOD             CGS
 HV6899  HISTORY     - 19981021 POOR             USPSQD
 HV6899  HISTORY     - 20030313 POOR             USPSQD
 HV6899
 HV6899                          STATION DESCRIPTION
 HV6899
 HV6899'DESCRIBED BY VIRGINIA COMMISSION OF FISHERIES 1932
 HV6899'STATION IS ON LOW PEBBLE BEACH, SEPARATED FROM THE HIGH LAND BY A
 HV6899'POND ON THE LAND OF MRS. FRANKLIN, AT A POINT WHERE BOTH STATION
 HV6899'HERBERT AND GLORY ARE VISIBLE.
 HV6899'
 HV6899'MARKED BY A 5-FOOT SECTION OF 1-INCH GALVANIZED-IRON PIPE
 HV6899'SURROUNDED UNDER THE SURFACE OF THE SHORE BY A BLOCK OF CONCRETE.
 HV6899'
 HV6899'INSTRUMENT ON ITS TRIPOD.
 HV6899
 HV6899                          STATION RECOVERY (1942)
 HV6899
 HV6899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HV6899'THE STATION IS ON THE EAST SHORE OF THE LOWER MACHODOC RIVER ON A
 HV6899'LOW SAND BEACH, OWNED BY MRS. FRANKLIN, ABOUT 4 METERS NORTH OF
 HV6899'AND 4 METERS EAST OF THE MEAN HIGH-WATER LINE, AND 10 METERS WEST
 HV6899'OF A SMALL POND.
 HV6899'
 HV6899'THE STATION IS A 1 INCH GALVANIZED IRON PIPE SET IN A 9 INCH
 HV6899'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  THE PIPE
 HV6899'EXTENDS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE STATION IS
 HV6899'IN GOOD CONDITION.
 HV6899
 HV6899                          STATION RECOVERY (1957)
 HV6899
 HV6899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFD)
 HV6899'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6899'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 HV6899'
 HV6899'THE POST AND MULBERRY TREES ARE GONE.
 HV6899'
 HV6899'THE STATION IS 69.0 FEET NORTHWEST OF A 12 INCH CEDAR TREE, 37.0
 HV6899'FEET SOUTHWEST OF A 10 INCH PERSIMMON TREE AND ON THE MEAN
 HV6899'HIGH-WATER LINE.  THE BLOCK OF CONCRETE AND PIPE ARE EXPOSED.
 HV6899
 HV6899                          STATION RECOVERY (1961)
 HV6899
 HV6899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HV6899'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HV6899'DESCRIPTION WITH ADDITIONS BY W.F.D. IN 1957 IS ADEQUATE.
 HV6899
 HV6899                          STATION RECOVERY (1998)
 HV6899
 HV6899'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV6899'MARK RECOVERED IN POOR CONDITION.
 HV6899
 HV6899                          STATION RECOVERY (2003)
 HV6899
 HV6899'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCR)
 HV6899'STATION IS ON PROPERTY OF MRS. MESIC. STATION IS AT WATERS EDGE AND IS
 HV6899'LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4069 ***********************************************************************
 FX4069  DESIGNATION -  FRANKLIN CHESAPEAKE MILL STACK
 FX4069  PID         -  FX4069
 FX4069  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4069  USGS QUAD   -  FRANKLIN (1986)
 FX4069
 FX4069                         *CURRENT SURVEY CONTROL
 FX4069  ___________________________________________________________________
 FX4069* NAD 83(1993)-  36 40 46.22907(N)    076 54 51.75257(W)     ADJUSTED  
 FX4069* NAVD 88     -                                                        
 FX4069  ___________________________________________________________________
 FX4069  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FX4069  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 FX4069
 FX4069  HORZ ORDER  -  THIRD
 FX4069
 FX4069.The horizontal coordinates were established by classical geodetic methods
 FX4069.and adjusted by the National Geodetic Survey in September 1995..
 FX4069
 FX4069
 FX4069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4069
 FX4069.The geoid height was determined by GEOID03.
 FX4069
 FX4069;                    North         East     Units Scale Factor Converg.
 FX4069;SPC VA S     - 1,039,606.979 3,641,724.961   MT  1.00001696   +0 57 44.5
 FX4069;SPC VA S     - 3,410,777.23 11,947,892.64   sFT  1.00001696   +0 57 44.5
 FX4069;UTM  18      - 4,061,027.476   328,944.953   MT  0.99996049   -1 08 37.7
 FX4069
 FX4069                          SUPERSEDED SURVEY CONTROL
 FX4069
 FX4069  NAD 83(1986)-  36 40 46.23642(N)    076 54 51.77074(W) AD(       ) 4
 FX4069  NAD 27      -  36 40 45.68600(N)    076 54 52.90700(W) AD(       ) 3
 FX4069
 FX4069.Superseded values are not recommended for survey control.
 FX4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4069.See file dsdata.txt to determine how the superseded data were derived.
 FX4069
 FX4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2894561027(NAD 83)
 FX4069_MARKER: 63 = STACK
 FX4069
 FX4069  HISTORY     - Date     Condition        Report By
 FX4069  HISTORY     - 1944     FIRST OBSERVED   CGS
 FX4069  HISTORY     - 1959     GOOD             CGS
 FX4069
 FX4069                          STATION DESCRIPTION
 FX4069
 FX4069'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4069'STATION IS THE CENTER OF THE TOP OF THE TALLER ONE OF TWO
 FX4069'STACKS AT THE CHESAPEAKE CAMP PULP MILL.  IT IS 0.4 MILE E
 FX4069'OF THE FRANKLIN POST OFFICE AND ABOUT 150 YARDS S OF U.S.
 FX4069'HIGHWY 58.  IT IS ABOUT 150 FEET HIGH AND IS A CONCRETE STRUCTURE
 FX4069'(THE SHORTER OF THE TWO STACKS IS A RED BRICK STACK OF SMALLER
 FX4069'DIAMETER AND ABOUT 75 YARDS N OF THE STATION).
 FX4069'
 FX4069'THE NAME CHESAPEAKE CAMP IS PRINTED IN LARGE LETTERS DOWN
 FX4069'THE FULL LENGTH OF THE STACK.
 FX4069
 FX4069                          STATION RECOVERY (1959)
 FX4069
 FX4069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 FX4069'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 FX4069'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STACK IS LOCATED
 FX4069'AT THE CAMP DIVISION PAPER PLANT OF THE UNION BAG-CAMP PAPER
 FX4069'CORP. AND HAS CAMP DIVISION PAINTED DOWN THE LENGTH OF THE STACK.
 FX4069'ANOTHER CONCRETE STACK ABOUT THE SAME SIZE AS STATION IS
 FX4069'LOCATED ABOUT 75 YARDS WEST OF STATION.  RED BRICK STACK
 FX4069'MENTIONED IN DESCRIPTION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4071 ***********************************************************************
 FX4071  DESIGNATION -  FRANKLIN EAST POWERLINE TOWER
 FX4071  PID         -  FX4071
 FX4071  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4071  USGS QUAD   -  FRANKLIN (1986)
 FX4071
 FX4071                         *CURRENT SURVEY CONTROL
 FX4071  ___________________________________________________________________
 FX4071* NAD 83(1993)-  36 39 37.21289(N)    076 54 49.17179(W)     ADJUSTED  
 FX4071* NAVD 88     -                                                        
 FX4071  ___________________________________________________________________
 FX4071  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 FX4071  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX4071
 FX4071  HORZ ORDER  -  THIRD
 FX4071
 FX4071.The horizontal coordinates were established by classical geodetic methods
 FX4071.and adjusted by the National Geodetic Survey in September 1995..
 FX4071
 FX4071
 FX4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4071
 FX4071.The geoid height was determined by GEOID03.
 FX4071
 FX4071;                    North         East     Units Scale Factor Converg.
 FX4071;SPC VA S     - 1,037,480.863 3,641,824.780   MT  1.00002100   +0 57 46.0
 FX4071;SPC VA S     - 3,403,801.80 11,948,220.13   sFT  1.00002100   +0 57 46.0
 FX4071;UTM  18      - 4,058,899.253   328,966.575   MT  0.99996040   -1 08 34.3
 FX4071
 FX4071                          SUPERSEDED SURVEY CONTROL
 FX4071
 FX4071  NAD 83(1986)-  36 39 37.22012(N)    076 54 49.18955(W) AD(       ) 4
 FX4071  NAD 27      -  36 39 36.66700(N)    076 54 50.32600(W) AD(       ) 3
 FX4071
 FX4071.Superseded values are not recommended for survey control.
 FX4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4071.See file dsdata.txt to determine how the superseded data were derived.
 FX4071
 FX4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2896758899(NAD 83)
 FX4071_MARKER: 55 = TOWER
 FX4071
 FX4071  HISTORY     - Date     Condition        Report By
 FX4071  HISTORY     - 1944     FIRST OBSERVED   CGS
 FX4071
 FX4071                          STATION DESCRIPTION
 FX4071
 FX4071'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4071'STATION IS THE LIGHT BULF AT THE CENTER OF THE TOP OF THE E
 FX4071'ONE OF TWO TOWERS WHICH ELEVATE THE POWER LINE OVER THE BLACKWATER
 FX4071'RIVER.  IT IS LOCATED 1.4 MILES SE OF FRANKLIN.  IT IS A
 FX4071'SQUARE STEEL STRUCTURE SIMILAR TO, BUT MUCH TALLER THAN,
 FX4071'THE SERIES OF TOWERS WHICH SUPPORT THE POWER LINE ALONG ITS
 FX4071'ENTIRE LENGTH.  IT IS ABOUT 100 FEET HIGH, PAINTED ALTERNATELY
 FX4071'RED AND WHITE, HAS A FLASHING RED LIGHT AT THE TOP, AND ANOTHER
 FX4071'ONE ABOUT HALFWAY DOWN FROM THE TOP.  IT IS NOTICEABLY SHORTER
 FX4071'THAN THE W ONE OF THE TWO AND WITH THE W ONE MAKES A
 FX4071'PROMINENT LANDMARK FOR THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4072 ***********************************************************************
 FX4072  DESIGNATION -  FRANKLIN WEST POWERLINE TOWER
 FX4072  PID         -  FX4072
 FX4072  STATE/COUNTY-  VA/SOUTHAMPTON
 FX4072  USGS QUAD   -  FRANKLIN (1986)
 FX4072
 FX4072                         *CURRENT SURVEY CONTROL
 FX4072  ___________________________________________________________________
 FX4072* NAD 83(1993)-  36 39 36.15185(N)    076 55 00.44869(W)     ADJUSTED  
 FX4072* NAVD 88     -                                                        
 FX4072  ___________________________________________________________________
 FX4072  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 FX4072  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 FX4072
 FX4072  HORZ ORDER  -  THIRD
 FX4072
 FX4072.The horizontal coordinates were established by classical geodetic methods
 FX4072.and adjusted by the National Geodetic Survey in September 1995..
 FX4072
 FX4072
 FX4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4072
 FX4072.The geoid height was determined by GEOID03.
 FX4072
 FX4072;                    North         East     Units Scale Factor Converg.
 FX4072;SPC VA S     - 1,037,443.459 3,641,545.300   MT  1.00002106   +0 57 39.2
 FX4072;SPC VA S     - 3,403,679.08 11,947,303.21   sFT  1.00002106   +0 57 39.2
 FX4072;UTM  18      - 4,058,872.144   328,685.927   MT  0.99996158   -1 08 41.0
 FX4072
 FX4072                          SUPERSEDED SURVEY CONTROL
 FX4072
 FX4072  NAD 83(1986)-  36 39 36.15907(N)    076 55 00.46643(W) AD(       ) 4
 FX4072  NAD 27      -  36 39 35.60600(N)    076 55 01.60400(W) AD(       ) 3
 FX4072
 FX4072.Superseded values are not recommended for survey control.
 FX4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4072.See file dsdata.txt to determine how the superseded data were derived.
 FX4072
 FX4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2868658872(NAD 83)
 FX4072_MARKER: 55 = TOWER
 FX4072
 FX4072  HISTORY     - Date     Condition        Report By
 FX4072  HISTORY     - 1944     FIRST OBSERVED   CGS
 FX4072
 FX4072                          STATION DESCRIPTION
 FX4072
 FX4072'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JB)
 FX4072'STATION IS THE LIGHT BULB AT THE CENTER OF THE TOP OF THE
 FX4072'W ONE OF TWO TOWERS WHICH ELEVATE THE POWER LINE OVER THE
 FX4072'BLACKWATER RIVER.  IT IS LOCATED 1.3 MILES SE OF FRANKLIN.
 FX4072'IT IS A SQUARE STEEL STRUCTURE SIMILAR TO BUT MUCH TALLER THAN
 FX4072'THE SERIES OF TOWERS WHICH SUPPORT THE POWER LINE ALONG ITS
 FX4072'ENTIRE LENGTH.  IT IS ABOUT 125 FEET HIGH, PAINTED ALTERNATELY
 FX4072'RED AND WHITE, HAS A FLASHING RED LIGHT AT THE TOP, AND ANOTHER
 FX4072'ONE ABOUT HALFWAY DOWN FROM THE TOP.  IT IS NOTICEABLY TALLER
 FX4072'THAN THE E ONE OF THE TWO AND WITH THE E ONE MAKES A
 FX4072'PROMINENT LANDMARK FOR THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3441 ***********************************************************************
 GA3441  DESIGNATION -  FRANKS
 GA3441  PID         -  GA3441
 GA3441  STATE/COUNTY-  VA/SCOTT
 GA3441  USGS QUAD   -  CLINCHPORT (1988)
 GA3441
 GA3441                         *CURRENT SURVEY CONTROL
 GA3441  ___________________________________________________________________
 GA3441* NAD 83(1993)-  36 38 50.27052(N)    082 40 37.49922(W)     ADJUSTED  
 GA3441* NAVD 88     -       661.8    (meters)    2171.     (feet)  VERTCON   
 GA3441  ___________________________________________________________________
 GA3441  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 GA3441  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 GA3441
 GA3441  HORZ ORDER  -  SECOND
 GA3441
 GA3441.The horizontal coordinates were established by classical geodetic methods
 GA3441.and adjusted by the National Geodetic Survey in December 1995..
 GA3441
 GA3441.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3441
 GA3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3441
 GA3441.The geoid height was determined by GEOID03.
 GA3441
 GA3441;                    North         East     Units Scale Factor Converg.
 GA3441;SPC VA S     - 1,043,104.623 3,126,593.557   MT  1.00002381   -2 32 06.6
 GA3441;SPC VA S     - 3,422,252.42 10,257,832.36   sFT  1.00002381   -2 32 06.6
 GA3441;UTM  17      - 4,057,056.884   350,087.137   MT  0.99987688   -1 00 04.4
 GA3441
 GA3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3441!SPC VA S     -   0.99990104  x   1.00002381  =   0.99992485
 GA3441!UTM  17      -   0.99990104  x   0.99987688  =   0.99977793
 GA3441
 GA3441:                Primary Azimuth Mark                     Grid Az
 GA3441:SPC VA S     -  FRANKS 1964 AZ MK                        223 30 12.4
 GA3441:UTM  17      -  FRANKS 1964 AZ MK                        221 58 10.2
 GA3441
 GA3441|---------------------------------------------------------------------|
 GA3441| PID    Reference Object                     Distance      Geod. Az  |
 GA3441|                                                           dddmmss.s |
 GA3441| GA3442 FRANKS 1964 AZ MK                   APPROX. 1.4 KM 2205805.8 |
 GA3441| DB9386 FRANKS RM 1                          16.337 METERS 23251     |
 GA3441| DB9387 FRANKS RM 2                          17.455 METERS 29215     |
 GA3441|---------------------------------------------------------------------|
 GA3441
 GA3441                          SUPERSEDED SURVEY CONTROL
 GA3441
 GA3441  NAD 83(1993)-  36 38 50.27287(N)    082 40 37.50715(W) AD(       ) 2
 GA3441  NAD 83(1986)-  36 38 50.27665(N)    082 40 37.50412(W) AD(       ) 2
 GA3441  NAD 27      -  36 38 49.92219(N)    082 40 37.93607(W) AD(       ) 2
 GA3441  NGVD 29 (07/19/86)  661.9    (m)         2172.     (f) VERT ANG       
 GA3441
 GA3441.Superseded values are not recommended for survey control.
 GA3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3441.See file dsdata.txt to determine how the superseded data were derived.
 GA3441
 GA3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA5008757057(NAD 83)
 GA3441_MARKER: DS = TRIANGULATION STATION DISK
 GA3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3441
 GA3441  HISTORY     - Date     Condition        Report By
 GA3441  HISTORY     - 1964     MONUMENTED       CGS
 GA3441
 GA3441                          STATION DESCRIPTION
 GA3441
 GA3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 GA3441'THE STATION IS LOCATED ON THE PROPERTY OF MR. FRANKS, 5
 GA3441'MILES WEST OF GATE CITY AND 0.6 MILE NORTH OF U.S. HIGHWAY
 GA3441'23 ON MOCCASIN RIDGE.
 GA3441'
 GA3441'TO REACH THE STATION FROM THE COURTHOUSE IN GATE CITY, GO
 GA3441'WEST ON U.S. HIGHWAY 23 FOR 6.45 MILES TO THE AZIMUTH MARK ON
 GA3441'THE RIGHT JUST BEFORE REACHING BROOKS GROCERY AND COUNTY
 GA3441'ROAD 643.  TURN RIGHT ON COUNTY ROAD 643 AND GO NORTH FOR
 GA3441'0.75 MILE TO WHERE THE ROAD CRESTS THE HILL, A TRACK ROAD
 GA3441'AND WIRE GATE ON THE RIGHT, TURN RIGHT ON THE TRACK ROAD PASS
 GA3441'THROUGH THE GATE AND GO 0.1 MILE TO A WIRE GATE ON THE RIGHT,
 GA3441'TURN RIGHT PASS THROUGH THE GATE AND GO ABOUT 200 FEET TO A
 GA3441'NORTH-SOUTH WIRE FENCE AND ANOTHER GATE, PASS THROUGH THE
 GA3441'GATE AND WORK YOUR WAY EASTERLY UP THE STEEP HILL KEEPING
 GA3441'ON THE SOUTH SIDE OF A WIRE FENCE FOR 0.25 MILE TO THE TOP
 GA3441'OF HILL AT A T-FENCE CORNER AND THE STATION.  (4-WHEEL
 GA3441'DRIVE)
 GA3441'
 GA3441'THE STATION MARK IS 11 FEET SOUTHWEST OF A T-FENCE CORNER,
 GA3441'10 FEET SOUTH OF A WIRE FENCE, 6 FEET WEST OF A WIRE FENCE
 GA3441'AND 3.8 FEET SOUTH OF A METAL WITNESS SIGN.  IT IS A STANDARD
 GA3441'DISK SET IN A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 GA3441'AND IS STAMPED FRANKS 1964.
 GA3441'
 GA3441'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF A WIRE FENCE, 55.3
 GA3441'FEET SOUTHWEST OF A METAL WITNESS SIGN AND SET ON THE SOUTHWEST
 GA3441'SLOPE OF HILL ABOUT 5 FEET LOWER THAN THE STATION MARK.  IT
 GA3441'IS A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE
 GA3441'PROJECTING 4 INCHES AND IS STAMPED FRANKS NO 1 1964.
 GA3441'
 GA3441'REFERENCE MARK NO. 2 IS 8 FEET SOUTHEAST OF A 24-INCH TREE
 GA3441'AND 2 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK SET
 GA3441'IN A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED
 GA3441'FRANKS NO 2 1964.
 GA3441'
 GA3441'THE AZIMUTH MARK IS 166 FEET EAST OF THE JUNCTION OF U.S.
 GA3441'HIGHWAY 23 AND COUNTY ROAD 643, 59 FEET NORTH OF THE APPROXIMATE
 GA3441'CENTER OF U.S. HIGHWAY 23, 5 FEET SOUTHEAST OF THE EAST 1
 GA3441'OF 2 POWERLINE POLES WHICH SUPPORT 3 TRANSFORMER, 2.7 FEET
 GA3441'SOUTHWEST OF A METAL WITNESS SIGN AND 2 FEET SOUTH OF A WIRE
 GA3441'FENCE.  IT IS A STANDARD DISK SET IN A SQUARE FLUSH CONCRETE
 GA3441'MONUMENT AND IS STAMPED FRANKS 1964.
 GA3441'
 GA3441'A TELLUROMETER TRAVERSE WAS MADE TO THE AZIMUTH MARK.
 GA3441'
 GA3441'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA3442 ***********************************************************************
 GA3442  DESIGNATION -  FRANKS 1964 AZ MK
 GA3442  PID         -  GA3442
 GA3442  STATE/COUNTY-  VA/SCOTT
 GA3442  USGS QUAD   -  CLINCHPORT (1988)
 GA3442
 GA3442                         *CURRENT SURVEY CONTROL
 GA3442  ___________________________________________________________________
 GA3442* NAD 83(1993)-  36 38 17.10173(N)    082 41 13.23513(W)     ADJUSTED  
 GA3442* NAVD 88     -       485.     (meters)    1591.     (feet)  VERTCON   
 GA3442  ___________________________________________________________________
 GA3442  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 GA3442  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 GA3442
 GA3442  HORZ ORDER  -  SECOND
 GA3442
 GA3442.The horizontal coordinates were established by classical geodetic methods
 GA3442.and adjusted by the National Geodetic Survey in December 1995..
 GA3442
 GA3442.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3442
 GA3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3442
 GA3442.The geoid height was determined by GEOID03.
 GA3442
 GA3442;                    North         East     Units Scale Factor Converg.
 GA3442;SPC VA S     - 1,042,122.477 3,125,661.422   MT  1.00002583   -2 32 28.3
 GA3442;SPC VA S     - 3,419,030.16 10,254,774.18   sFT  1.00002583   -2 32 28.3
 GA3442;UTM  17      - 4,056,050.282   349,181.762   MT  0.99988024   -1 00 24.9
 GA3442
 GA3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3442!SPC VA S     -   0.99992880  x   1.00002583  =   0.99995463
 GA3442!UTM  17      -   0.99992880  x   0.99988024  =   0.99980905
 GA3442
 GA3442                          SUPERSEDED SURVEY CONTROL
 GA3442
 GA3442  NAD 83(1993)-  36 38 17.10418(N)    082 41 13.24321(W) AD(       ) 2
 GA3442  NAD 83(1986)-  36 38 17.10768(N)    082 41 13.24010(W) AD(       ) 2
 GA3442  NAD 27      -  36 38 16.75272(N)    082 41 13.67091(W) AD(       ) 2
 GA3442  NGVD 29 (07/19/86)  485.     (m)         1591.     (f) VERT ANG       
 GA3442
 GA3442.Superseded values are not recommended for survey control.
 GA3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3442.See file dsdata.txt to determine how the superseded data were derived.
 GA3442
 GA3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA4918256050(NAD 83)
 GA3442_MARKER: DZ = AZIMUTH MARK DISK
 GA3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GA3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3442+STABILITY: SURFACE MOTION
 GA3442
 GA3442  HISTORY     - Date     Condition        Report By
 GA3442  HISTORY     - 1964     MONUMENTED       CGS
 GA3442
 GA3442                          STATION DESCRIPTION
 GA3442
 GA3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GA3442'TO REACH STATION  FROM THE COURTHOUSE IN GATE CITY, GO
 GA3442'WEST ON U.S. HIGHWAY 23 FOR 6.45 MILES TO THE AZIMUTH MARK ON
 GA3442'THE RIGHT JUST BEFORE REACHING BROOKS GROCERY AND COUNTY
 GA3442'ROAD 643.
 GA3442'
 GA3442'FRANKS AZIMUTH MARK IS 166 FEET EAST OF FRANKS JUNCTION OF U.S.
 GA3442'HIGHWAY 23 AND COUNTY ROAD 643, 59 FEET NORTH OF THE APPROXIMATE
 GA3442'CENTER OF U.S. HIGHWAY 23, 5 FEET SOUTHEAST OF THE EAST 1
 GA3442'OF 2 POWERLINE POLES WHICH SUPPORT 3 TRANSFORMER, 2.7 FEET
 GA3442'SOUTHWEST OF A METAL WITNESS SIGN AND 2 FEET SOUTH OF A WIRE
 GA3442'FENCE.  IT IS A STANDARD DISK SET IN A SQUARE FLUSH CONCRETE
 GA3442'MONUMENT AND IS STAMPED FRANKS 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX4367 ***********************************************************************
 FX4367  CBN         -  This is a Cooperative Base Network Control Station.
 FX4367  DESIGNATION -  FRAPORT
 FX4367  PID         -  FX4367
 FX4367  STATE/COUNTY-  VA/ISLE OF WIGHT
 FX4367  USGS QUAD   -  FRANKLIN (1986)
 FX4367
 FX4367                         *CURRENT SURVEY CONTROL
 FX4367  ___________________________________________________________________
 FX4367* NAD 83(1993)-  36 41 56.10144(N)    076 54 33.93414(W)     ADJUSTED  
 FX4367* NAVD 88     -         9.4    (meters)      31.     (feet)  GPS OBS   
 FX4367  ___________________________________________________________________
 FX4367  X           -   1,159,636.611 (meters)                     COMP
 FX4367  Y           -  -4,986,957.867 (meters)                     COMP
 FX4367  Z           -   3,790,640.439 (meters)                     COMP
 FX4367  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 FX4367  ELLIP HEIGHT-         -25.94  (meters)          (07/14/04) GPS OBS
 FX4367  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 FX4367
 FX4367  HORZ ORDER  -  A
 FX4367  ELLP ORDER  -  THIRD     CLASS II
 FX4367
 FX4367.This mark is at Franklin Mun-John Beverly Rose Airport (FKN)
 FX4367
 FX4367.The horizontal coordinates were established by GPS observations
 FX4367.and adjusted by the National Geodetic Survey in July 2004..
 FX4367
 FX4367.The orthometric height was determined by GPS observations and a
 FX4367.high-resolution geoid model.
 FX4367
 FX4367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4367
 FX4367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4367
 FX4367.The ellipsoidal height was determined by GPS observations
 FX4367.and is referenced to NAD 83.
 FX4367
 FX4367.The geoid height was determined by GEOID03.
 FX4367
 FX4367;                    North         East     Units Scale Factor Converg.
 FX4367;SPC VA S     - 1,041,767.999 3,642,131.029   MT  1.00001299   +0 57 55.3
 FX4367;SPC VA S     - 3,417,867.18 11,949,224.88   sFT  1.00001299   +0 57 55.3
 FX4367;UTM  18      - 4,063,171.991   329,430.150   MT  0.99995845   -1 08 28.9
 FX4367
 FX4367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4367!SPC VA S     -   1.00000407  x   1.00001299  =   1.00001706
 FX4367!UTM  18      -   1.00000407  x   0.99995845  =   0.99996252
 FX4367
 FX4367                          SUPERSEDED SURVEY CONTROL
 FX4367
 FX4367  NAD 83(1993)-  36 41 56.10150(N)    076 54 33.93418(W) AD(       ) A
 FX4367  ELLIP H (08/14/01)  -25.93   (m)                       GP(       ) 4 1
 FX4367  NAD 83(1993)-  36 41 56.10309(N)    076 54 33.93401(W) AD(       ) 3
 FX4367  ELLIP H (09/08/95)  -25.83   (m)                       GP(       ) 4 2
 FX4367  NAD 83(1986)-  36 41 56.10822(N)    076 54 33.95533(W) AD(       ) 3
 FX4367  NAD 27      -  36 41 55.57175(N)    076 54 35.09265(W) AD(       ) 3
 FX4367  NGVD 29 (03/22/89)    9.9    (m)           32.     (f) GPS OBS        
 FX4367
 FX4367.Superseded values are not recommended for survey control.
 FX4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4367.See file dsdata.txt to determine how the superseded data were derived.
 FX4367
 FX4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2943063172(NAD 83)
 FX4367_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4367_STAMPING: FRAPORT 1986
 FX4367_MARK LOGO: NGS   
 FX4367_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4367+STABILITY: SURFACE MOTION
 FX4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4367+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 FX4367
 FX4367  HISTORY     - Date     Condition        Report By
 FX4367  HISTORY     - 1986     MONUMENTED       NGS
 FX4367  HISTORY     - 1988     GOOD             NGS
 FX4367  HISTORY     - 20000302 GOOD             WOOLPT
 FX4367  HISTORY     - 20010717 GOOD             VADOT
 FX4367
 FX4367                          STATION DESCRIPTION
 FX4367
 FX4367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 FX4367'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 FX4367'NORTHEAST OF FRANKLIN, AT THE FRANKLIN MUNICIPAL AIRPORT AND IN A
 FX4367'GRASS TRIANGLE FORMED BY THE JUNCTION OF RUNWAYS 9-27 AND 14-32.
 FX4367'OWNERSHIP--CITY OF FRANKLIN, ROLAND JOYNER, AIRPORT MANAGER,
 FX4367'HIGHWAY 58 EAST, PO BOX 179, FRANKLIN VA 23851, PH 804-562-4277,
 FX4367'JACK JACKSON, CITY MANAGER, PH 804-562-8504.
 FX4367'
 FX4367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 58 BUSINESS
 FX4367'AND 258 BUSINESS IN FRANKLIN, GO NORTHEAST ON HIGHWAY 58 FOR 3.1 KM
 FX4367'(1.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 FX4367'GO NORTH FOR 0.4 KM (0.25 MI) TO THE AIRPORT OFFICE, THEN GO
 FX4367'NORTH-NORTHWEST FOR 1.3 KM (0.8 MI) TO THE STATION.
 FX4367'
 FX4367'THE STATION IS A STANDARD NGS DISK
 FX4367'STAMPED---FRAPORT 1986---,
 FX4367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FX4367'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 FX4367'54.6 METERS (179.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF RUNWAY
 FX4367'9-27, AT THE EAST END OF THE PAINTED CENTERLINE,
 FX4367'32.7 METERS (107.3 FT) SOUTH-SOUTHWEST FROM A RUNWAY LIGHT,
 FX4367'19.5 METERS (64.0 FT) NORTHEAST FROM THE CENTER OF RUNWAY 14-32 AND
 FX4367'0.35 METERS (1.7 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 FX4367'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FX4367'STAMPED---FRAPORT 1986---,
 FX4367'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 FX4367'
 FX4367'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FX4367'1987.
 FX4367'
 FX4367'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FX4367'
 FX4367'DESCRIBED BY H.D. MCKINNEY.
 FX4367
 FX4367                          STATION RECOVERY (1988)
 FX4367
 FX4367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 FX4367'THE STATION WAS RECOVERED AT THIS DATE.
 FX4367'AS DESCRIBED IN 1987.
 FX4367'
 FX4367'TYPED BY R.L. ZURFLUH.
 FX4367
 FX4367                          STATION RECOVERY (2000)
 FX4367
 FX4367'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (RJ)
 FX4367'RECOVERED AS DESCRIBED.
 FX4367
 FX4367                          STATION RECOVERY (2001)
 FX4367
 FX4367'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (MZ)
 FX4367'RECOVERED AS DESCRIBED.
 FX4367' 
 FX4367'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3363 ***********************************************************************
 HW3363  DESIGNATION -  FRAZIER
 HW3363  PID         -  HW3363
 HW3363  STATE/COUNTY-  VA/ROCKINGHAM
 HW3363  USGS QUAD   -  HARRISONBURG (1989)
 HW3363
 HW3363                         *CURRENT SURVEY CONTROL
 HW3363  ___________________________________________________________________
 HW3363* NAD 83(1993)-  38 25 11.52192(N)    078 49 52.72574(W)     ADJUSTED  
 HW3363* NAVD 88     -       538.9    (meters)    1768.     (feet)  VERTCON   
 HW3363  ___________________________________________________________________
 HW3363  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HW3363  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HW3363
 HW3363  HORZ ORDER  -  SECOND
 HW3363
 HW3363.The horizontal coordinates were established by classical geodetic methods
 HW3363.and adjusted by the National Geodetic Survey in November 1994..
 HW3363
 HW3363.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3363
 HW3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3363
 HW3363.The geoid height was determined by GEOID03.
 HW3363
 HW3363;                    North         East     Units Scale Factor Converg.
 HW3363;SPC VA N     - 2,083,655.882 3,471,068.070   MT  0.99995430   -0 12 24.4
 HW3363;SPC VA N     - 6,836,127.67 11,387,995.83   sFT  0.99995430   -0 12 24.4
 HW3363;UTM  17      - 4,254,628.995   689,324.644   MT  1.00004144   +1 20 53.0
 HW3363
 HW3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3363!SPC VA N     -   0.99992054  x   0.99995430  =   0.99987485
 HW3363!UTM  17      -   0.99992054  x   1.00004144  =   0.99996198
 HW3363
 HW3363:                Primary Azimuth Mark                     Grid Az
 HW3363:SPC VA N     -  KEEZ                                     118 55 14.2
 HW3363:UTM  17      -  KEEZ                                     117 21 56.8
 HW3363
 HW3363|---------------------------------------------------------------------|
 HW3363| PID    Reference Object                     Distance      Geod. Az  |
 HW3363|                                                           dddmmss.s |
 HW3363| HW3369 KEEZ                                APPROX. 1.4 KM 1184249.8 |
 HW3363| DC3422 FRAZIER RM 1                         70.866 METERS 14652     |
 HW3363|---------------------------------------------------------------------|
 HW3363
 HW3363                          SUPERSEDED SURVEY CONTROL
 HW3363
 HW3363  NAD 83(1986)-  38 25 11.52400(N)    078 49 52.73341(W) AD(       ) 2
 HW3363  NAD 27      -  38 25 11.07448(N)    078 49 53.63227(W) AD(       ) 2
 HW3363  NGVD 29 (07/19/86)  539.0    (m)         1768.     (f) VERT ANG       
 HW3363
 HW3363.Superseded values are not recommended for survey control.
 HW3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3363.See file dsdata.txt to determine how the superseded data were derived.
 HW3363
 HW3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC8932554629(NAD 83)
 HW3363_MARKER: DE = TRAVERSE STATION DISK
 HW3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3363
 HW3363  HISTORY     - Date     Condition        Report By
 HW3363  HISTORY     - 1965     MONUMENTED       CGS
 HW3363
 HW3363                          STATION DESCRIPTION
 HW3363
 HW3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ELH)
 HW3363'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF MC
 HW3363'GAHEYSVILLE, 3 MILES SOUTHEAST OF HARRISONBURG, 0.25 MILES
 HW3363'NORTHEAST OF U.S. HIGHWAY 33, 400 FEET EAST OF A LARGE BRICK
 HW3363'HOUSE AND ON THE WEST END OF A HIGH WOODED COVERED KNOB.  THE
 HW3363'STATION IS ON PROPERTY OWNED BY MR. R.Y. FRAZIER.
 HW3363'
 HW3363'TO REACH THE STATION FROM THE POST OFFICE IN MC GAHEYSVILLE,
 HW3363'GO WESTERLY ON U.S. HIGHWAY 33 FOR 5.0 MILES TO STATE HIGHWAY
 HW3363'276 ON THE LEFT, CONTINUE WESTERLY ON U.S. HIGHWAY 33 FOR 2.1
 HW3363'MILES TO COUNTY ROUTE 704 ON THE LEFT, CONTINUE WESTERLY
 HW3363'ON U.S. HIGHWAY 33 FOR 0.1 MILE TO A SURFACE DRIVEWAY ON
 HW3363'THE RIGHT LEADING UP HILL, TURN RIGHT ON THE DRIVEWAY AND
 HW3363'FOLLOW IT UP HILL FOR 0.3 MILE TO A LARGE BRICK HOUSE ON
 HW3363'THE RIGHT, CONTINUE STRAIGHT AHEAD FOLLOWING DRIVEWAY FOR
 HW3363'0.05 MILE TO THE STATION ON THE LEFT.
 HW3363'
 HW3363'THE STATION MARK IS 77 FEET EAST OF A WIRE FENCE AROUND
 HW3363'SWIMMING POOL AND 51 FEET EAST-NORTHEAST OF THE APPROXIMATE
 HW3363'CENTER OF DRIVEWAY.  IT IS A STANDARD TRAVERSE DISK SET IN
 HW3363'A SQUARE CONCRETE POST, FLUSH AND STAMPED FRAZIER 1965.
 HW3363'
 HW3363'REFERENCE MARK NO. 1 IS 2 FEET NORTH-NORTHWEST OF THE NORTH
 HW3363'ONE OF TWO POWER POLES AND 1.5 FEET NORTH-NORTHWEST OF A
 HW3363'METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A SQUARE
 HW3363'CONCRETE POST, FLUSH AND STAMPED FRAZIER NO 1 1965.
 HW3363'
 HW3363'HEIGHT OF LIGHT ABOVE STATION MARK 21.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5029 ***********************************************************************
 GV5029  DESIGNATION -  FRAZIER
 GV5029  PID         -  GV5029
 GV5029  STATE/COUNTY-  VA/KING WILLIAM
 GV5029  USGS QUAD   -  KING AND QUEEN COURT HOUSE (1981)
 GV5029
 GV5029                         *CURRENT SURVEY CONTROL
 GV5029  ___________________________________________________________________
 GV5029* NAD 83(1993)-  37 39 11.18002(N)    076 53 52.30376(W)     ADJUSTED  
 GV5029* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 GV5029  ___________________________________________________________________
 GV5029  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GV5029  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 GV5029
 GV5029  HORZ ORDER  -  THIRD
 GV5029
 GV5029.The horizontal coordinates were established by classical geodetic methods
 GV5029.and adjusted by the National Geodetic Survey in November 1994..
 GV5029
 GV5029.The orthometric height was scaled from a topographic map.
 GV5029
 GV5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5029
 GV5029.The geoid height was determined by GEOID03.
 GV5029
 GV5029;                    North         East     Units Scale Factor Converg.
 GV5029;SPC VA S     - 1,147,662.992 3,641,367.230   MT  0.99995779   +0 58 20.6
 GV5029;SPC VA S     - 3,765,291.00 11,946,718.99   sFT  0.99995779   +0 58 20.6
 GV5029;UTM  18      - 4,169,021.668   332,583.096   MT  0.99994524   -1 09 34.7
 GV5029
 GV5029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5029!SPC VA S     -   1.00000495  x   0.99995779  =   0.99996274
 GV5029!UTM  18      -   1.00000495  x   0.99994524  =   0.99995019
 GV5029
 GV5029:                Primary Azimuth Mark                     Grid Az
 GV5029:SPC VA S     -  HOUSE CHIMNEY AT STA FERRY               018 44 23.3
 GV5029:UTM  18      -  HOUSE CHIMNEY AT STA FERRY               020 52 18.6
 GV5029
 GV5029|---------------------------------------------------------------------|
 GV5029| PID    Reference Object                     Distance      Geod. Az  |
 GV5029|                                                           dddmmss.s |
 GV5029| GV5038 HOUSE CHIMNEY AT STA FERRY          APPROX. 0.7 KM 0194243.9 |
 GV5029| DC9430 FRAZIER RM 1                          2.694 METERS 03453     |
 GV5029| DC9431 FRAZIER RM 2                         31.350 METERS 15342     |
 GV5029| DC9432 FRAZIER RM 3                         29.890 METERS 19142     |
 GV5029| GV5048 MAJOR                               APPROX. 1.7 KM 2892047.9 |
 GV5029|---------------------------------------------------------------------|
 GV5029
 GV5029                          SUPERSEDED SURVEY CONTROL
 GV5029
 GV5029  NAD 83(1986)-  37 39 11.18209(N)    076 53 52.31989(W) AD(       ) 3
 GV5029  NAD 27      -  37 39 10.66600(N)    076 53 53.44600(W) AD(       ) 3
 GV5029
 GV5029.Superseded values are not recommended for survey control.
 GV5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5029.See file dsdata.txt to determine how the superseded data were derived.
 GV5029
 GV5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3258369022(NAD 83)
 GV5029_MARKER: DS = TRIANGULATION STATION DISK
 GV5029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV5029
 GV5029  HISTORY     - Date     Condition        Report By
 GV5029  HISTORY     - 1911     MONUMENTED       CGS
 GV5029  HISTORY     - 19990331 MARK NOT FOUND   USPSQD
 GV5029  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 GV5029
 GV5029                          STATION DESCRIPTION
 GV5029
 GV5029'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (OWF)
 GV5029'STATION IS ON THE RIGHT BANK OF THE MATTAPONI RIVER DESCENDING, AT
 GV5029'FRAZIERS LANDING 30 METERS UP THE ROAD FROM END OF SHORT PIER,
 GV5029'AND ON RIVER SIDE OF THE ROAD AND TOP OF RIVER BANK 12 METERS
 GV5029'FROM THE HIGH-WATER MARK, AND 8-1/2 FEET ABOVE.
 GV5029'
 GV5029'STATION IS MARKED BY A CEMENT BLOCK 8 BY 8 BY 24 INCHES
 GV5029'BEARING A BRASS PLATE WITH SMALL TRIANGLE WITH EXPLANATORY
 GV5029'NOTE.  MARK PROJECTS 1/2 INCH ABOVE THE SURFACE OF THE GROUND.
 GV5029'SUBSURFACE MARK IS A BEER BOTTLE.
 GV5029'
 GV5029'REFERENCE MARK NO. 1 IS HEAD OF NAIL IN TRIANGLE CUT ON A
 GV5029'14-INCH LOCUST TREE, 10 INCHES ABOVE GROUND STANDING AT TOP
 GV5029'ANGLE OF BANK, DISTANT 2.694 METERS ON A LINE 105 DEG 32 MIN
 GV5029'22 SEC TO RIGHT OF LINE TO STATION MAJOR.
 GV5029'
 GV5029'REFERENCE MARK NO. 2 IS THE NW CORNER OF THE LARGE RESIDENCE
 GV5029'AT THE LANDING OWNED BY MR. BRAY, DISTANT 31.350 METERS ON LINE
 GV5029'224 DEG 21 MIN 21 SEC TO RIGHT OF LINE TO STATION MAJOR.
 GV5029'
 GV5029'REFERENCE MARK NO. 3 IS NEAR SURFACE OF THE VERY LARGE SYCAMORE
 GV5029'TREE AT DOCRYARD GATE, DISTANT 29.890 METERS ON LINE 262 DEG
 GV5029'21 MIN 25 SEC TO RIGHT OF STATION MAJOR.
 GV5029
 GV5029                          STATION RECOVERY (1999)
 GV5029
 GV5029'RECOVERY NOTE BY US POWER SQUADRON 1999
 GV5029'MARK NOT FOUND.
 GV5029
 GV5029                          STATION RECOVERY (2003)
 GV5029
 GV5029'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GV5029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3056 ***********************************************************************
 HV3056  DESIGNATION -  FREDERICKSBURG 2
 HV3056  PID         -  HV3056
 HV3056  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV3056  USGS QUAD   -  FREDERICKSBURG (1994)
 HV3056
 HV3056                         *CURRENT SURVEY CONTROL
 HV3056  ___________________________________________________________________
 HV3056* NAD 83(1986)-  38 15 25.     (N)    077 29 46.     (W)     SCALED    
 HV3056* NAVD 88     -        77.521  (meters)     254.33   (feet)  POSTED    
 HV3056  ___________________________________________________________________
 HV3056  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HV3056  DYNAMIC HT  -          77.470 (meters)     254.17  (feet)  COMP
 HV3056  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 HV3056
 HV3056  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HV3056
 HV3056.The horizontal coordinates were scaled from a topographic map and have
 HV3056.an estimated accuracy of +/- 6 seconds.
 HV3056
 HV3056.The orthometric height was determined by differential leveling
 HV3056.and adjusted by the National Geodetic Survey in 1992..
 HV3056.No vertical observational check was made to the station.
 HV3056.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HV3056.was located on a no-check spur therefore a value was not computed.
 HV3056
 HV3056.The geoid height was determined by GEOID03.
 HV3056
 HV3056.The dynamic height is computed by dividing the NAVD 88
 HV3056.geopotential number by the normal gravity value computed on the
 HV3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3056.degrees latitude (g = 980.6199 gals.).
 HV3056
 HV3056.The modeled gravity was interpolated from observed gravity values.
 HV3056
 HV3056;                    North         East    Units  Estimated Accuracy
 HV3056;SPC VA N     - 2,066,000.    3,587,860.      MT  (+/- 180 meters Scaled)
 HV3056
 HV3056                          SUPERSEDED SURVEY CONTROL
 HV3056
 HV3056  NGVD 29 (??/??/??)   77.806  (m)          255.27   (f) ADJUSTED    2 0
 HV3056
 HV3056.Superseded values are not recommended for survey control.
 HV3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3056.See file dsdata.txt to determine how the superseded data were derived.
 HV3056
 HV3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH815372(NAD 83)
 HV3056_MARKER: DG = GRAVITY STATION DISK
 HV3056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HV3056_SP_SET: CONC WELL CURB
 HV3056_STAMPING: FREDERICKSBURG 2 1951
 HV3056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV3056
 HV3056  HISTORY     - Date     Condition        Report By
 HV3056  HISTORY     - 1951     MONUMENTED       CGS
 HV3056  HISTORY     - 1960     GOOD             CGS
 HV3056  HISTORY     - 1984     MARK NOT FOUND   NGS
 HV3056  HISTORY     - 19880505 MARK NOT FOUND   USPSQD
 HV3056  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV3056
 HV3056                          STATION DESCRIPTION
 HV3056
 HV3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3056'AT FOUR MILE FORK.
 HV3056'AT FOUR MILE FORK, ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 1
 HV3056'(JEFFERSON DAVIS HIGHWAY) FROM THE JUNCTION OF ALTERNATE HIGHWAY
 HV3056'1 AND STATE HIGHWAY 208, AT MONSONS TRAILER PARK, 148 FEET NORTHWEST
 HV3056'OF THE CENTER LINE OF HIGHWAY 1, 23 FEET WEST OF THE SOUTH CORNER
 HV3056'OF HOUSE AT NO. 4600, IN TOP OF THE WEST CORNER OF CONCRETE WELL
 HV3056'CURB, AND ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THIS
 HV3056'MARK CAN BE REACHED BY GOING ABOUT 2.95 MILES SOUTHWEST ALONG
 HV3056'ALTERNATE U.S. HIGHWAY 1 FROM THE OVERPASS OVER STATE HIGHWAY
 HV3056'3 AT FREDERICKSBURG, THENCE ABOUT 0.1 MILE NORTHEAST ALONG U.S.
 HV3056'HIGHWAY 1 (JEFFERSON DAVIS HIGHWAY).
 HV3056
 HV3056                          STATION RECOVERY (1984)
 HV3056
 HV3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HV3056'MARK NOT FOUND.
 HV3056
 HV3056                          STATION RECOVERY (1988)
 HV3056
 HV3056'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDR)
 HV3056'MARK NOT FOUND.
 HV3056
 HV3056                          STATION RECOVERY (1998)
 HV3056
 HV3056'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV3056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5497 ***********************************************************************
 HV5497  DESIGNATION -  FREDERICKSBURG AMER VISCO STK
 HV5497  PID         -  HV5497
 HV5497  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV5497  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5497
 HV5497                         *CURRENT SURVEY CONTROL
 HV5497  ___________________________________________________________________
 HV5497* NAD 83(1993)-  38 16 49.23779(N)    077 26 55.19052(W)     ADJUSTED  
 HV5497* NAVD 88     -                                                        
 HV5497  ___________________________________________________________________
 HV5497  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HV5497  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV5497
 HV5497  HORZ ORDER  -  THIRD
 HV5497
 HV5497.The horizontal coordinates were established by classical geodetic methods
 HV5497.and adjusted by the National Geodetic Survey in November 1994..
 HV5497
 HV5497
 HV5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5497
 HV5497.The geoid height was determined by GEOID03.
 HV5497
 HV5497;                    North         East     Units Scale Factor Converg.
 HV5497;SPC VA N     - 2,068,643.483 3,591,983.613   MT  0.99996560   +0 39 22.2
 HV5497;SPC VA N     - 6,786,874.49 11,784,699.57   sFT  0.99996560   +0 39 22.2
 HV5497;UTM  18      - 4,239,756.802   285,819.532   MT  1.00016499   -1 31 03.2
 HV5497
 HV5497                          SUPERSEDED SURVEY CONTROL
 HV5497
 HV5497  NAD 83(1993)-  38 16 49.23920(N)    077 26 55.20393(W) AD(       ) 4
 HV5497  NAD 83(1986)-  38 16 49.23840(N)    077 26 55.20389(W) AD(       ) 4
 HV5497  NAD 27      -  38 16 48.77300(N)    077 26 56.26100(W) AD(       ) 3
 HV5497
 HV5497.Superseded values are not recommended for survey control.
 HV5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5497.See file dsdata.txt to determine how the superseded data were derived.
 HV5497
 HV5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8582039757(NAD 83)
 HV5497_MARKER: 63 = STACK
 HV5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5497+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 HV5497
 HV5497  HISTORY     - Date     Condition        Report By
 HV5497  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV5497  HISTORY     - 19950219 MARK NOT FOUND   USPSQD
 HV5497  HISTORY     - 19981103 GOOD             USPSQD
 HV5497  HISTORY     - 20031129 GOOD             USPSQD
 HV5497
 HV5497                          STATION DESCRIPTION
 HV5497
 HV5497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5497'STATION IS LOCATED ABOUT 1.0 MILE EAST OF DOWNTOWN FREDERICKSBURG
 HV5497'AND ON THE NORTH SIDE OF U.S. HIGHWAY 17.  IT IS A RED BRICK
 HV5497'STACK THAT IS ABOUT 150 IN HEIGHT.  THE POINT INTERSECTED
 HV5497'WAS THE APPROXIMATE CENTER OF THE TOP OF THE STACK.
 HV5497
 HV5497                          STATION RECOVERY (1995)
 HV5497
 HV5497'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV5497'MARK NOT FOUND.
 HV5497
 HV5497                          STATION RECOVERY (1998)
 HV5497
 HV5497'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5497'RECOVERED IN GOOD CONDITION.
 HV5497
 HV5497                          STATION RECOVERY (2003)
 HV5497
 HV5497'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV5497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5488 ***********************************************************************
 HV5488  DESIGNATION -  FREDERICKSBURG ATT RAD MAST
 HV5488  PID         -  HV5488
 HV5488  STATE/COUNTY-  VA/STAFFORD
 HV5488  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5488
 HV5488                         *CURRENT SURVEY CONTROL
 HV5488  ___________________________________________________________________
 HV5488* NAD 83(1993)-  38 19 57.12574(N)    077 29 50.03112(W)     ADJUSTED  
 HV5488* NAVD 88     -                                                        
 HV5488  ___________________________________________________________________
 HV5488  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 HV5488  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HV5488
 HV5488  HORZ ORDER  -  THIRD
 HV5488
 HV5488.The horizontal coordinates were established by classical geodetic methods
 HV5488.and adjusted by the National Geodetic Survey in November 1994..
 HV5488
 HV5488
 HV5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5488
 HV5488.The geoid height was determined by GEOID03.
 HV5488
 HV5488;                    North         East     Units Scale Factor Converg.
 HV5488;SPC VA N     - 2,074,388.716 3,587,671.294   MT  0.99996068   +0 37 33.0
 HV5488;SPC VA N     - 6,805,723.65 11,770,551.57   sFT  0.99996068   +0 37 33.0
 HV5488;UTM  18      - 4,245,662.777   281,727.438   MT  1.00018678   -1 32 58.0
 HV5488
 HV5488                          SUPERSEDED SURVEY CONTROL
 HV5488
 HV5488  NAD 83(1993)-  38 19 57.12725(N)    077 29 50.04449(W) AD(       ) 4
 HV5488  NAD 83(1986)-  38 19 57.12615(N)    077 29 50.04351(W) AD(       ) 4
 HV5488  NAD 27      -  38 19 56.67000(N)    077 29 51.09800(W) AD(       ) 3
 HV5488
 HV5488.Superseded values are not recommended for survey control.
 HV5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5488.See file dsdata.txt to determine how the superseded data were derived.
 HV5488
 HV5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8172745663(NAD 83)
 HV5488_MARKER: 42 = RADIO/TV MAST
 HV5488
 HV5488  HISTORY     - Date     Condition        Report By
 HV5488  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV5488  HISTORY     - 20031129 MARK NOT FOUND   USPSQD
 HV5488
 HV5488                          STATION DESCRIPTION
 HV5488
 HV5488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5488'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF FREDERICKSBURG.
 HV5488'IT IS ABOUT 150 FEET HIGH, PAINTED RED AND WHITE AND HAS A LIGHT
 HV5488'ON TOP.  THE POINT INTERSECTED WAS THE LIGHT ON TOP.
 HV5488
 HV5488                          STATION RECOVERY (2003)
 HV5488
 HV5488'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV5488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5489 ***********************************************************************
 HV5489  DESIGNATION -  FREDERICKSBURG COURTLAND TANK
 HV5489  PID         -  HV5489
 HV5489  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5489  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5489
 HV5489                         *CURRENT SURVEY CONTROL
 HV5489  ___________________________________________________________________
 HV5489* NAD 83(1993)-  38 16 32.42867(N)    077 29 04.19270(W)     ADJUSTED  
 HV5489* NAVD 88     -                                                        
 HV5489  ___________________________________________________________________
 HV5489  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HV5489  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV5489
 HV5489  HORZ ORDER  -  THIRD
 HV5489
 HV5489.The horizontal coordinates were established by classical geodetic methods
 HV5489.and adjusted by the National Geodetic Survey in November 1994..
 HV5489
 HV5489
 HV5489.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5489
 HV5489.The geoid height was determined by GEOID03.
 HV5489
 HV5489;                    North         East     Units Scale Factor Converg.
 HV5489;SPC VA N     - 2,068,089.951 3,588,854.289   MT  0.99996608   +0 38 01.7
 HV5489;SPC VA N     - 6,785,058.45 11,774,432.78   sFT  0.99996608   +0 38 01.7
 HV5489;UTM  18      - 4,239,322.263   282,670.812   MT  1.00018172   -1 32 22.6
 HV5489
 HV5489                          SUPERSEDED SURVEY CONTROL
 HV5489
 HV5489  NAD 83(1993)-  38 16 32.42925(N)    077 29 04.20660(W) AD(       ) 4
 HV5489  NAD 83(1986)-  38 16 32.42908(N)    077 29 04.20649(W) AD(       ) 4
 HV5489  NAD 27      -  38 16 31.96500(N)    077 29 05.26200(W) AD(       ) 3
 HV5489
 HV5489.Superseded values are not recommended for survey control.
 HV5489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5489.See file dsdata.txt to determine how the superseded data were derived.
 HV5489
 HV5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8267139322(NAD 83)
 HV5489_MARKER: 53 = ELEVATED TANK
 HV5489
 HV5489  HISTORY     - Date     Condition        Report By
 HV5489  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5489  HISTORY     - 1942     GOOD             CGS
 HV5489  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 HV5489  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 HV5489
 HV5489                          STATION DESCRIPTION
 HV5489
 HV5489'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5489'STATION IS THE FEED PIPE AT THE BASE OF THE BOWL OF THE
 HV5489'COURTLAND ADDITION WATER SUPPLY TANK.  IT IS ON THE E SIDE
 HV5489'OF ASHBY STREET, 0.2 MILE N OF U.S. HIGHWAY 1.  (COURTLAND
 HV5489'ADDITION IS AT THE W SIDE OF FREDERICKSBURG.)
 HV5489'
 HV5489'THE TANK IS A WOODEN BOWL ON A FOUR-LEGGED STEEL STRUCTURE
 HV5489'AND IS APPROXIMATELY 50 FEET HIGH, PAINTED SILVER.
 HV5489'
 HV5489'THIS IS AN INTERSECTION STATION.
 HV5489
 HV5489                          STATION RECOVERY (1942)
 HV5489
 HV5489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 HV5489'THIS INTERSECTION STATION IS THE ROUND WOODEN WATER TANK
 HV5489'LOCATED 0.15 MILE W OF U.S. HIGHWAY 1 ON ASHBY STREET IN
 HV5489'COURTLAND HEIGHTS (ALSO KNOWN AS MASSEYS ADDITION), A SMALL
 HV5489'SUBDIVISION 1 MILE S OF FREDERICKSBURG.  IT IS 100 FEET N
 HV5489'OF ASHBY STREET AND 50 FEET E OF POWER LINE.  TANK IS SUPPORTED
 HV5489'ON FOUR STEEL LEGS, PAINTED ALUMINUM AND IS 90 FEET HIGH.
 HV5489'POINT OBSERVED ON, CONE ON ROOF.
 HV5489
 HV5489                          STATION RECOVERY (1998)
 HV5489
 HV5489'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5489'MARK NOT FOUND.
 HV5489
 HV5489                          STATION RECOVERY (2003)
 HV5489
 HV5489'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5490 ***********************************************************************
 HV5490  DESIGNATION -  FREDERICKSBURG SOUTH MUN TANK
 HV5490  PID         -  HV5490
 HV5490  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5490  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5490
 HV5490                         *CURRENT SURVEY CONTROL
 HV5490  ___________________________________________________________________
 HV5490* NAD 83(1993)-  38 16 32.71528(N)    077 29 03.40949(W)     ADJUSTED  
 HV5490* NAVD 88     -                                                        
 HV5490  ___________________________________________________________________
 HV5490  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HV5490  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV5490
 HV5490  HORZ ORDER  -  THIRD
 HV5490
 HV5490.The horizontal coordinates were established by classical geodetic methods
 HV5490.and adjusted by the National Geodetic Survey in November 1994..
 HV5490
 HV5490
 HV5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5490
 HV5490.The geoid height was determined by GEOID03.
 HV5490
 HV5490;                    North         East     Units Scale Factor Converg.
 HV5490;SPC VA N     - 2,068,098.998 3,588,873.226   MT  0.99996607   +0 38 02.1
 HV5490;SPC VA N     - 6,785,088.13 11,774,494.91   sFT  0.99996607   +0 38 02.1
 HV5490;UTM  18      - 4,239,330.587   282,690.083   MT  1.00018162   -1 32 22.1
 HV5490
 HV5490                          SUPERSEDED SURVEY CONTROL
 HV5490
 HV5490  NAD 83(1993)-  38 16 32.71705(N)    077 29 03.42275(W) AD(       ) 4
 HV5490  NAD 83(1986)-  38 16 32.71619(N)    077 29 03.42276(W) AD(       ) 4
 HV5490  NAD 27      -  38 16 32.25300(N)    077 29 04.47600(W) AD(       ) 3
 HV5490
 HV5490.Superseded values are not recommended for survey control.
 HV5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5490.See file dsdata.txt to determine how the superseded data were derived.
 HV5490
 HV5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8269039331(NAD 83)
 HV5490_MARKER: 51 = TANK
 HV5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5490+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 HV5490
 HV5490  HISTORY     - Date     Condition        Report By
 HV5490  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV5490  HISTORY     - 19981103 GOOD             USPSQD
 HV5490  HISTORY     - 20030828 GOOD             USPSQD
 HV5490
 HV5490                          STATION DESCRIPTION
 HV5490
 HV5490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5490'STATION IS LOCATED AT THE WEST END OF ASHLEY STREET IN
 HV5490'FREDERICKSBURG.  IT IS ABOUT 135 FEET IN HEIGHT, PAINTED
 HV5490'SILVER WITH A RED LIGHT ON THE TOP.  THE POINT INTERSECTED
 HV5490'WAS THE RED LIGHT ON THE TOP OF THE TANK.
 HV5490
 HV5490                          STATION RECOVERY (1998)
 HV5490
 HV5490'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5490'RECOVERED IN GOOD CONDITION.
 HV5490
 HV5490                          STATION RECOVERY (2003)
 HV5490
 HV5490'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5491 ***********************************************************************
 HV5491  DESIGNATION -  FREDERICKSBURG ST GEORGES CH
 HV5491  PID         -  HV5491
 HV5491  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5491  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5491
 HV5491                         *CURRENT SURVEY CONTROL
 HV5491  ___________________________________________________________________
 HV5491* NAD 83(1993)-  38 18 09.16260(N)    077 27 35.98921(W)     ADJUSTED  
 HV5491* NAVD 88     -                                                        
 HV5491  ___________________________________________________________________
 HV5491  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HV5491  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV5491
 HV5491  HORZ ORDER  -  THIRD
 HV5491
 HV5491.The horizontal coordinates were established by classical geodetic methods
 HV5491.and adjusted by the National Geodetic Survey in November 1994..
 HV5491
 HV5491
 HV5491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5491
 HV5491.The geoid height was determined by GEOID03.
 HV5491
 HV5491;                    North         East     Units Scale Factor Converg.
 HV5491;SPC VA N     - 2,071,096.336 3,590,964.194   MT  0.99996341   +0 38 56.7
 HV5491;SPC VA N     - 6,794,921.90 11,781,355.03   sFT  0.99996341   +0 38 56.7
 HV5491;UTM  18      - 4,242,247.067   284,893.708   MT  1.00016988   -1 31 31.2
 HV5491
 HV5491                          SUPERSEDED SURVEY CONTROL
 HV5491
 HV5491  NAD 83(1993)-  38 18 09.16405(N)    077 27 36.00297(W) AD(       ) 4
 HV5491  NAD 83(1986)-  38 18 09.16346(N)    077 27 36.00246(W) AD(       ) 4
 HV5491  NAD 27      -  38 18 08.70000(N)    077 27 37.06200(W) AD(       ) 3
 HV5491
 HV5491.Superseded values are not recommended for survey control.
 HV5491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5491.See file dsdata.txt to determine how the superseded data were derived.
 HV5491
 HV5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8489442247(NAD 83)
 HV5491_MARKER: 90 = CHURCH SPIRE
 HV5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5491+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 HV5491
 HV5491  HISTORY     - Date     Condition        Report By
 HV5491  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5491  HISTORY     - 19981103 GOOD             USPSQD
 HV5491  HISTORY     - 20030828 GOOD             USPSQD
 HV5491
 HV5491                          STATION DESCRIPTION
 HV5491
 HV5491'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5491'THIS IS THE TALLEST SPIRE IN THE TOWN OF FREDERICKSBURG.
 HV5491'IT IS THE SPIRE OF THE ST. GEORGE EPISCOPAL CHURCH ON THE
 HV5491'CORNER OF GEORGE STREET AND PRINCESS ANN STREET.  THE TIP OF
 HV5491'THE SPIRE ON TOP THE CROSS WAS OBSERVED UPON.
 HV5491'
 HV5491'THIS IS AN INTERSECTION STATION.
 HV5491
 HV5491                          STATION RECOVERY (1998)
 HV5491
 HV5491'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5491'RECOVERED IN GOOD CONDITION.
 HV5491
 HV5491                          STATION RECOVERY (2003)
 HV5491
 HV5491'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5493 ***********************************************************************
 HV5493  DESIGNATION -  FREDERICKSBURG WASH COLL STK
 HV5493  PID         -  HV5493
 HV5493  STATE/COUNTY-  VA/C OF FREDERICKSBURG
 HV5493  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5493
 HV5493                         *CURRENT SURVEY CONTROL
 HV5493  ___________________________________________________________________
 HV5493* NAD 83(1993)-  38 18 18.14863(N)    077 28 44.20004(W)     ADJUSTED  
 HV5493* NAVD 88     -                                                        
 HV5493  ___________________________________________________________________
 HV5493  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HV5493  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HV5493
 HV5493  HORZ ORDER  -  THIRD
 HV5493
 HV5493.The horizontal coordinates were established by classical geodetic methods
 HV5493.and adjusted by the National Geodetic Survey in November 1994..
 HV5493
 HV5493
 HV5493.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5493
 HV5493.The geoid height was determined by GEOID03.
 HV5493
 HV5493;                    North         East     Units Scale Factor Converg.
 HV5493;SPC VA N     - 2,071,354.780 3,589,303.936   MT  0.99996317   +0 38 14.1
 HV5493;SPC VA N     - 6,795,769.81 11,775,908.00   sFT  0.99996317   +0 38 14.1
 HV5493;UTM  18      - 4,242,568.386   283,244.104   MT  1.00017865   -1 32 13.8
 HV5493
 HV5493                          SUPERSEDED SURVEY CONTROL
 HV5493
 HV5493  NAD 83(1993)-  38 18 18.15050(N)    077 28 44.21351(W) AD(       ) 4
 HV5493  NAD 83(1986)-  38 18 18.14965(N)    077 28 44.21289(W) AD(       ) 4
 HV5493  NAD 27      -  38 18 17.68900(N)    077 28 45.26900(W) AD(       ) 3
 HV5493
 HV5493.Superseded values are not recommended for survey control.
 HV5493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5493.See file dsdata.txt to determine how the superseded data were derived.
 HV5493
 HV5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8324442568(NAD 83)
 HV5493_MARKER: 63 = STACK
 HV5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5493+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 HV5493
 HV5493  HISTORY     - Date     Condition        Report By
 HV5493  HISTORY     - 1959     FIRST OBSERVED   CGS
 HV5493  HISTORY     - 19981103 GOOD             USPSQD
 HV5493  HISTORY     - 20030828 GOOD             USPSQD
 HV5493  HISTORY     - 20050429 GOOD             GEOCAC
 HV5493
 HV5493                          STATION DESCRIPTION
 HV5493
 HV5493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 HV5493'STATION IS LOCATED AT THE INTERSECTION OF COLLEGE AVE. AND
 HV5493'POWHATTAN STREET IN FREDERICKSBURG.  IT IS A RED BRICK STACK
 HV5493'THAT IS ABOUT 170 IN HEIGHT.
 HV5493'
 HV5493'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE TOP
 HV5493'OF THE STACK.
 HV5493
 HV5493                          STATION RECOVERY (1998)
 HV5493
 HV5493'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV5493'RECOVERED IN GOOD CONDITION.
 HV5493
 HV5493                          STATION RECOVERY (2003)
 HV5493
 HV5493'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 HV5493'RECOVERED IN GOOD CONDITION.
 HV5493
 HV5493                          STATION RECOVERY (2005)
 HV5493
 HV5493'RECOVERY NOTE BY GEOCACHING 2005 (CLB)
 HV5493'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5494 ***********************************************************************
 HV5494  DESIGNATION -  FREDERICKSBURG WFVA RADIO MAST
 HV5494  PID         -  HV5494
 HV5494  STATE/COUNTY-  VA/STAFFORD
 HV5494  USGS QUAD   -  FREDERICKSBURG (1994)
 HV5494
 HV5494                         *CURRENT SURVEY CONTROL
 HV5494  ___________________________________________________________________
 HV5494* NAD 83(1993)-  38 16 50.64532(N)    077 26 10.24490(W)     ADJUSTED  
 HV5494* NAVD 88     -                                                        
 HV5494  ___________________________________________________________________
 HV5494  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HV5494  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HV5494
 HV5494  HORZ ORDER  -  THIRD
 HV5494
 HV5494.The horizontal coordinates were established by classical geodetic methods
 HV5494.and adjusted by the National Geodetic Survey in November 1994..
 HV5494
 HV5494
 HV5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5494
 HV5494.The geoid height was determined by GEOID03.
 HV5494
 HV5494;                    North         East     Units Scale Factor Converg.
 HV5494;SPC VA N     - 2,068,699.462 3,593,075.392   MT  0.99996556   +0 39 50.2
 HV5494;SPC VA N     - 6,787,058.15 11,788,281.52   sFT  0.99996556   +0 39 50.2
 HV5494;UTM  18      - 4,239,771.333   286,912.863   MT  1.00015923   -1 30 35.3
 HV5494
 HV5494                          SUPERSEDED SURVEY CONTROL
 HV5494
 HV5494  NAD 83(1993)-  38 16 50.64694(N)    077 26 10.25860(W) AD(       ) 4
 HV5494  NAD 83(1986)-  38 16 50.64609(N)    077 26 10.25848(W) AD(       ) 4
 HV5494  NAD 27      -  38 16 50.18000(N)    077 26 11.31800(W) AD(       ) 3
 HV5494
 HV5494.Superseded values are not recommended for survey control.
 HV5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5494.See file dsdata.txt to determine how the superseded data were derived.
 HV5494
 HV5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8691339771(NAD 83)
 HV5494_MARKER: 42 = RADIO/TV MAST
 HV5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV5494+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 HV5494
 HV5494  HISTORY     - Date     Condition        Report By
 HV5494  HISTORY     - 1941     FIRST OBSERVED   CGS
 HV5494  HISTORY     - 20031129 GOOD             USPSQD
 HV5494
 HV5494                          STATION DESCRIPTION
 HV5494
 HV5494'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 HV5494'THIS IS THE RADIO MAST FOR RADIO STATION WFVA.  IT IS ABOUT
 HV5494'2.5 MILES SE OF THE TOWN OF FREDERICKSBURG AND ABOUT 1/2
 HV5494'MILE NE OF U.S. HIGHWAY 17.  THE MAST IS OF SQUARE, SKELETON,
 HV5494'STEEL CONSTRUCTION AND IS PAINTED IN SECTIONS OF RED AND
 HV5494'WHITE.  THE TOP OF THE CENTER OF THE MAST WAS OBSERVED UPON.
 HV5494'
 HV5494'THIS IS AN INTERSECTION STATION.
 HV5494
 HV5494                          STATION RECOVERY (2003)
 HV5494
 HV5494'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HV5494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8256 ***********************************************************************
 HV8256  DESIGNATION -  FREDPORT
 HV8256  PID         -  HV8256
 HV8256  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8256  USGS QUAD   -  FREDERICKSBURG (1994)
 HV8256
 HV8256                         *CURRENT SURVEY CONTROL
 HV8256  ___________________________________________________________________
 HV8256* NAD 83(1993)-  38 16 02.76116(N)    077 26 53.24018(W)     ADJUSTED  
 HV8256* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 HV8256  ___________________________________________________________________
 HV8256  X           -   1,089,680.203 (meters)                     COMP
 HV8256  Y           -  -4,894,254.181 (meters)                     COMP
 HV8256  Z           -   3,928,788.391 (meters)                     COMP
 HV8256  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HV8256  ELLIP HEIGHT-          -7.81  (meters)          (01/27/92) GPS OBS
 HV8256  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HV8256
 HV8256  HORZ ORDER  -  THIRD
 HV8256  ELLP ORDER  -  FOURTH    CLASS I
 HV8256
 HV8256.This mark is at Shannon Airport (EZF)
 HV8256
 HV8256.The horizontal coordinates were established by GPS observations
 HV8256.and adjusted by the National Geodetic Survey in November 1994..
 HV8256
 HV8256.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8256
 HV8256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8256
 HV8256.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8256
 HV8256.The ellipsoidal height was determined by GPS observations
 HV8256.and is referenced to NAD 83.
 HV8256
 HV8256.The geoid height was determined by GEOID03.
 HV8256
 HV8256;                    North         East     Units Scale Factor Converg.
 HV8256;SPC VA N     - 2,067,211.118 3,592,047.430   MT  0.99996694   +0 39 23.4
 HV8256;SPC VA N     - 6,782,175.14 11,784,908.94   sFT  0.99996694   +0 39 23.4
 HV8256;UTM  18      - 4,238,322.762   285,828.981   MT  1.00016494   -1 31 00.4
 HV8256
 HV8256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8256!SPC VA N     -   1.00000123  x   0.99996694  =   0.99996817
 HV8256!UTM  18      -   1.00000123  x   1.00016494  =   1.00016617
 HV8256
 HV8256:                Primary Azimuth Mark                     Grid Az
 HV8256:SPC VA N     -  FREDPORT AZ MK                           223 40 13.4
 HV8256:UTM  18      -  FREDPORT AZ MK                           225 50 37.2
 HV8256
 HV8256|---------------------------------------------------------------------|
 HV8256| PID    Reference Object                     Distance      Geod. Az  |
 HV8256|                                                           dddmmss.s |
 HV8256| HV8265 FREDPORT AZ MK                      486.607 METERS 2241936.8 |
 HV8256|---------------------------------------------------------------------|
 HV8256
 HV8256                          SUPERSEDED SURVEY CONTROL
 HV8256
 HV8256  NAD 83(1993)-  38 16 02.76283(N)    077 26 53.25312(W) AD(       ) 3
 HV8256  NAD 83(1986)-  38 16 02.76339(N)    077 26 53.25768(W) AD(       ) 3
 HV8256  NAD 27      -  38 16 02.28421(N)    077 26 54.30050(W) AD(       ) 3
 HV8256  NGVD 29 (11/20/87)   25.1    (m)           82.     (f) GPS OBS        
 HV8256
 HV8256.Superseded values are not recommended for survey control.
 HV8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8256.See file dsdata.txt to determine how the superseded data were derived.
 HV8256
 HV8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8582938323(NAD 83)
 HV8256_MARKER: DH = HORIZONTAL CONTROL DISK
 HV8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8256_STAMPING: FREDPORT 1986
 HV8256_MARK LOGO: NGS   
 HV8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8256+STABILITY: SURFACE MOTION
 HV8256
 HV8256  HISTORY     - Date     Condition        Report By
 HV8256  HISTORY     - 1987     MONUMENTED       NGS
 HV8256  HISTORY     - 19950219 GOOD             USPSQD
 HV8256  HISTORY     - 19981103 GOOD             USPSQD
 HV8256
 HV8256                          STATION DESCRIPTION
 HV8256
 HV8256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 HV8256'STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTHEAST OF FREDERICKSBURG,
 HV8256'5.5 KM (3.4 MI) NORTHWEST OF NEW POST, AT THE SHANNON AIRPORT, AT
 HV8256'JUNCTION OF A RAMP AND A CROSS DITCH.  OWNERSHIP- SHANNON AIRPORT, C/O
 HV8256'OF AIRPORT MANAGER BILLIE TOOMBS, PO BOX 509, FREDERICKSBURG VA 22401,
 HV8256'PHONE 703 373-4431.
 HV8256' 
 HV8256'TO REACH FROM THE JUNCTION OF US HIGHWAYS 17, 17 BUSINESS, AND STATE
 HV8256'HIGHWAY 2 AT NEW POST, GO NORTHWEST ON HIGHWAYS 2 AND 17 BUSINESS FOR
 HV8256'0.85 KM (0.55 MI) TO A BRIDGE ACROSS A SMALL LAKE.  CONTINUE AHEAD FOR
 HV8256'4.80 KM (3.0 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 HV8256'SOUTHWEST, FOR 0.29 KM (0.2 MI) TO A CROSS ROAD AT ROAD BLOCK.  TURN
 HV8256'RIGHT, NORTHWEST, ON NARROW, PAVED LANE FOR 0.03 KM (100 FEET) TO A
 HV8256'TAXI ON THE LEFT AT HANGER.  TURN LEFT, ALONG HANGER FOR 0.08 KM (0.05
 HV8256'MI) TO THE MAIN RAMP.  TURN LEFT, SOUTHWEST, FOR 0.14 KM (0.1 MI) TO
 HV8256'THE DITCH AND STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, TURN
 HV8256'RIGHT, SOUTHWEST, ALONG RUNWAY FOR 0.48 KM (0.3 MI) TO THE MARK AT
 HV8256'VASI ARRAY.
 HV8256' 
 HV8256'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED--FREDPORT 1986--.
 HV8256'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 HV8256'1 CM.  IT IS 41.0 METERS NORTHWEST OF THE RUNWAY CENTER, 5.4 METERS
 HV8256'NORTHEAST OF THE RAMP CENTER, 2.5 METERS SOUTHEAST OF NORTHEAST END OF
 HV8256'A PIPE CULVERT, 1.6 METERS SOUTHWEST OF A FIBERGLASS WITNESS POST SET
 HV8256'IN A METAL RUNWAY CONE, AND 32.6 METERS SOUTH OF SOUTH CORNER OF A GAS
 HV8256'PUMP NEAR A GARAGE.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 HV8256'IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 HV8256' 
 HV8256'AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED--FREDPORT 1986--.
 HV8256'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 HV8256'1 CM.  IT IS 31.8 METERS NORTHWEST OF THE RUNWAY CENTER, 115 METERS
 HV8256'NORTHEAST OF THE RUNWAY END, 9.3 METERS SOUTHEAST OF A FIBERGLASS
 HV8256'WITNESS POST SET IN A METAL RUNWAY CONE, 5.5 METERS SOUTH A VASI POLE,
 HV8256'AND 5.3 METERS WEST OF A VASI POLE.  THE SUBSURFACE DISK IS SET IN THE
 HV8256'TOP OF AN IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 HV8256
 HV8256                          STATION RECOVERY (1995)
 HV8256
 HV8256'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8256'RECOVERED IN GOOD CONDITION.
 HV8256
 HV8256                          STATION RECOVERY (1998)
 HV8256
 HV8256'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8265 ***********************************************************************
 HV8265  DESIGNATION -  FREDPORT AZ MK
 HV8265  PID         -  HV8265
 HV8265  STATE/COUNTY-  VA/SPOTSYLVANIA
 HV8265  USGS QUAD   -  FREDERICKSBURG (1994)
 HV8265
 HV8265                         *CURRENT SURVEY CONTROL
 HV8265  ___________________________________________________________________
 HV8265* NAD 83(1993)-  38 15 51.47131(N)    077 27 07.22684(W)     ADJUSTED  
 HV8265* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 HV8265  ___________________________________________________________________
 HV8265  X           -   1,089,395.172 (meters)                     COMP
 HV8265  Y           -  -4,894,538.544 (meters)                     COMP
 HV8265  Z           -   3,928,515.113 (meters)                     COMP
 HV8265  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HV8265  ELLIP HEIGHT-          -7.75  (meters)          (11/14/94) GPS OBS
 HV8265  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HV8265
 HV8265  HORZ ORDER  -  THIRD
 HV8265  ELLP ORDER  -  FOURTH    CLASS II
 HV8265
 HV8265.This mark is at Shannon Airport (EZF)
 HV8265
 HV8265.The horizontal coordinates were established by GPS observations
 HV8265.and adjusted by the National Geodetic Survey in November 1994..
 HV8265
 HV8265.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8265
 HV8265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV8265
 HV8265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8265
 HV8265.The ellipsoidal height was determined by GPS observations
 HV8265.and is referenced to NAD 83.
 HV8265
 HV8265.The geoid height was determined by GEOID03.
 HV8265
 HV8265;                    North         East     Units Scale Factor Converg.
 HV8265;SPC VA N     - 2,066,859.155 3,591,711.435   MT  0.99996727   +0 39 14.7
 HV8265;SPC VA N     - 6,781,020.41 11,783,806.60   sFT  0.99996727   +0 39 14.7
 HV8265;UTM  18      - 4,237,983.726   285,479.812   MT  1.00016678   -1 31 08.7
 HV8265
 HV8265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8265!SPC VA N     -   1.00000122  x   0.99996727  =   0.99996849
 HV8265!UTM  18      -   1.00000122  x   1.00016678  =   1.00016800
 HV8265
 HV8265:                Primary Azimuth Mark                     Grid Az
 HV8265:SPC VA N     -  FREDPORT                                 043 40 13.4
 HV8265:UTM  18      -  FREDPORT                                 045 50 36.8
 HV8265
 HV8265|---------------------------------------------------------------------|
 HV8265| PID    Reference Object                     Distance      Geod. Az  |
 HV8265|                                                           dddmmss.s |
 HV8265| HV8256 FREDPORT                            486.607 METERS 0441928.1 |
 HV8265|---------------------------------------------------------------------|
 HV8265
 HV8265                          SUPERSEDED SURVEY CONTROL
 HV8265
 HV8265  NAD 83(1993)-  38 15 51.47297(N)    077 27 07.23982(W) AD(       ) 3
 HV8265  ELLIP H (01/27/92)   -7.75   (m)                       GP(       ) 4 1
 HV8265  NAD 83(1986)-  38 15 51.47354(N)    077 27 07.24430(W) AD(       ) 3
 HV8265  NAD 27      -  38 15 50.99445(N)    077 27 08.28650(W) AD(       ) 3
 HV8265  NGVD 29 (03/22/89)   25.2    (m)           83.     (f) GPS OBS        
 HV8265
 HV8265.Superseded values are not recommended for survey control.
 HV8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8265.See file dsdata.txt to determine how the superseded data were derived.
 HV8265
 HV8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH8548037984(NAD 83)
 HV8265_MARKER: DZ = AZIMUTH MARK DISK
 HV8265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 HV8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8265+STABILITY: SURFACE MOTION
 HV8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV8265+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HV8265
 HV8265  HISTORY     - Date     Condition        Report By
 HV8265  HISTORY     - 1987     MONUMENTED       NGS
 HV8265  HISTORY     - 19950219 GOOD             USPSQD
 HV8265  HISTORY     - 19981103 GOOD             USPSQD
 HV8265
 HV8265                          STATION DESCRIPTION
 HV8265
 HV8265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 HV8265'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 HV8265'NORTHWEST OF NEW POST, 4.0 KM (2.5 MI) SOUTHEAST OF FREDERICKSBURG,
 HV8265'AT THE SHANNON AIRPORT AND AT THE JUNCTION OF A RAMP AND A CROSS
 HV8265'DITCH.
 HV8265'OWNERSHIP--SHANNON AIRPORT, BILLIE TOOMBS, AIRPORT MANAGER, PO BOX
 HV8265'509, FREDERICKSBURG VA 22401, PH 703-373-4431.
 HV8265'
 HV8265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17, 17
 HV8265'BUSINESS AND STATE HIGHWAY 2 IN NEW POST, GO NORTHWEST ON HIGHWAYS
 HV8265'2 AND 17 BUSINESS FOR 0.9 KM (0.55 MI) TO A BRIDGE ACROSS A SMALL
 HV8265'LAKE.  CONTINUE AHEAD FOR 4.8 KM (3.0 MI) TO THE AIRPORT ENTRANCE
 HV8265'ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) TO A
 HV8265'CROSS ROAD AT ROAD BLOCK.  TURN RIGHT AND GO NORTHWEST ON A NARROW
 HV8265'PAVED LANE FOR 30.5 METERS (100 FT) TO A TAXI ON THE LEFT AT
 HV8265'HANGER.  TURN LEFT, ALONG HANGER FOR 0.1 KM (0.05 MI) TO THE MAIN
 HV8265'RAMP, TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI) TO THE RUNWAY.
 HV8265'TURN RIGHT, SOUTHWEST, ALONG SIDE OF RUNWAY FOR 0.5 KM (0.3 MI) TO
 HV8265'THE STATION AT THE VASI ARRAY.
 HV8265'
 HV8265'THE STATION IS A STANDARD NGS DISK
 HV8265'STAMPED---FREDPORT 1986---,
 HV8265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HV8265'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 HV8265'115.0 METERS (377.3 FT) NORTHEAST FROM THE RUNWAY END,
 HV8265'31.8 METERS (104.3 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 HV8265'9.3 METERS (30.5 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST SET
 HV8265'IN A METAL RUNWAY CONE,
 HV8265'5.5 METERS (18.0 FT) SOUTH FROM A VASI POLE, AND
 HV8265'5.3 METERS (17.4 FT) WEST FROM A VASI POLE.
 HV8265'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HV8265'STAMPED---FREDPORT 1986---,
 HV8265'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 HV8265'
 HV8265'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 HV8265'1987.
 HV8265'
 HV8265'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 HV8265'
 HV8265'DESCRIBED BY G.R. HEID.
 HV8265
 HV8265                          STATION RECOVERY (1995)
 HV8265
 HV8265'RECOVERY NOTE BY US POWER SQUADRON 1995
 HV8265'RECOVERED IN GOOD CONDITION.
 HV8265
 HV8265                          STATION RECOVERY (1998)
 HV8265
 HV8265'RECOVERY NOTE BY US POWER SQUADRON 1998
 HV8265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3419 ***********************************************************************
 HW3419  DESIGNATION -  FREDS
 HW3419  PID         -  HW3419
 HW3419  STATE/COUNTY-  VA/SHENANDOAH
 HW3419  USGS QUAD   -  ORKNEY SPRINGS (1994)
 HW3419
 HW3419                         *CURRENT SURVEY CONTROL
 HW3419  ___________________________________________________________________
 HW3419* NAD 83(1993)-  38 51 58.18842(N)    078 45 25.73003(W)     ADJUSTED  
 HW3419* NAVD 88     -       559.7    (meters)    1836.     (feet)  VERTCON   
 HW3419  ___________________________________________________________________
 HW3419  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 HW3419  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HW3419
 HW3419  HORZ ORDER  -  THIRD
 HW3419
 HW3419.The horizontal coordinates were established by classical geodetic methods
 HW3419.and adjusted by the National Geodetic Survey in November 1994..
 HW3419
 HW3419.The NAVD 88 height was computed by applying the VERTCON shift value to
 HW3419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HW3419
 HW3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3419
 HW3419.The geoid height was determined by GEOID03.
 HW3419
 HW3419;                    North         East     Units Scale Factor Converg.
 HW3419;SPC VA N     - 2,133,175.260 3,477,683.327   MT  0.99995778   -0 09 37.8
 HW3419;SPC VA N     - 6,998,592.50 11,409,699.38   sFT  0.99995778   -0 09 37.8
 HW3419;SPC WV N     -    40,917.277   664,472.788   MT  1.00002799   +0 28 25.6
 HW3419;UTM  17      - 4,304,315.359   694,588.571   MT  1.00006628   +1 24 28.2
 HW3419
 HW3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3419!SPC VA N     -   0.99991730  x   0.99995778  =   0.99987508
 HW3419!SPC WV N     -   0.99991730  x   1.00002799  =   0.99994528
 HW3419!UTM  17      -   0.99991730  x   1.00006628  =   0.99998357
 HW3419
 HW3419|---------------------------------------------------------------------|
 HW3419| PID    Reference Object                     Distance      Geod. Az  |
 HW3419|                                                           dddmmss.s |
 HW3419| DC3424 FREDS RM 1                           25.349 METERS 05407     |
 HW3419| DC3423 FREDS AZ MK                                        3274904.0 |
 HW3419| DC3425 FREDS RM 2                           49.275 METERS 33843     |
 HW3419|---------------------------------------------------------------------|
 HW3419
 HW3419                          SUPERSEDED SURVEY CONTROL
 HW3419
 HW3419  NAD 83(1986)-  38 51 58.18935(N)    078 45 25.73428(W) AD(       ) 3
 HW3419  NAD 27      -  38 51 57.78490(N)    078 45 26.66440(W) AD(       ) 3
 HW3419  NGVD 29 (07/19/86)  559.8    (m)         1837.     (f) VERT ANG       
 HW3419
 HW3419.Superseded values are not recommended for survey control.
 HW3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3419.See file dsdata.txt to determine how the superseded data were derived.
 HW3419
 HW3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9458904315(NAD 83)
 HW3419_MARKER: DS = TRIANGULATION STATION DISK
 HW3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3419
 HW3419  HISTORY     - Date     Condition        Report By
 HW3419  HISTORY     - 1956     MONUMENTED       CGS
 HW3419
 HW3419                          STATION DESCRIPTION
 HW3419
 HW3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 HW3419'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 HW3419'HILL KNOWN AS FREDS MOUNTAIN ABOUT 1-1/2 MILES AIRLINE WEST
 HW3419'OF JEROME, 4 MILES AIRLINE NORTHWEST OF CONICVILLE, AND 5
 HW3419'MILES AIRLINE EAST OF MATHIAS, WEST VIRGINIA.
 HW3419'
 HW3419'TO REACH THE STATION FROM THE POST OFFICE IN JEROME GO WEST
 HW3419'1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH 0.45
 HW3419'MILE TO A DIM SIDE ROAD ON THE LEFT ABOUT 200 YARDS BEFORE
 HW3419'REACHING AN OLD HOUSE ON THE LEFT.  TURN LEFT AND GO ABOUT
 HW3419'100 FEET TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH-SOUTHEAST
 HW3419'0.35 MILE TO A TRIANGULAR BLAZED TREE ON THE LEFT AND THE
 HW3419'AZIMUTH MARK ON THE RIGHT.  USING A TRUCK WITH 4-WHEEL DRIVE
 HW3419'CONTINUE SOUTHEAST UP A STEEP, GRASSY SLOPE 0.2 MILE TO
 HW3419'THE EDGE OF THE WOODS.  GO EAST AND NORTHEAST ON A VERY
 HW3419'DIM ROAD THROUGH THE WOODS TO THE HIGHEST POINT OF THE HILL
 HW3419'AND THE STATION, A DISTANCE OF 0.35 MILE.
 HW3419'
 HW3419'THE STATION MARK IS A STANDARD DISK STAMPED FREDS 1956 SET
 HW3419'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HW3419'4 INCHES ABOVE THE GROUND.  IT IS 38 FEET NORTHEAST OF A
 HW3419'WITNESS POST AND 19 FEET WEST OF A TRIANGULAR-BLAZED 2-FOOT
 HW3419'OAK TREE.
 HW3419'
 HW3419'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FREDS
 HW3419'NO 1 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 HW3419'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER
 HW3419'THAN THE STATION.
 HW3419'
 HW3419'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FREDS
 HW3419'NO 2 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 HW3419'THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS 10 FEET LOWER
 HW3419'THAN THE STATION.
 HW3419'
 HW3419'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FREDS 1956 CEMENTED
 HW3419'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS
 HW3419'2 FEET ABOVE THE GROUND.  IT IS 15 FEET EAST OF A 12-INCH
 HW3419'LOCUST TREE WITH A TRIANGULAR BLAZE, 75 FEET NORTHWEST OF
 HW3419'A 16-INCH LOCUST TREE WITH 2 TRIANGULAR BLAZES, AND ABOUT
 HW3419'200 YARDS NORTH-NORTHWEST OF A 16-INCH WALNUT TREE WITH A
 HW3419'TRIANGULAR BLAZE ON THE LEFT SIDE OF THE ROAD AS MENTIONED
 HW3419'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1611 ***********************************************************************
 FX1611  DESIGNATION -  FREE
 FX1611  PID         -  FX1611
 FX1611  STATE/COUNTY-  VA/BRUNSWICK
 FX1611  USGS QUAD   -  POWELLTON (1973)
 FX1611
 FX1611                         *CURRENT SURVEY CONTROL
 FX1611  ___________________________________________________________________
 FX1611* NAD 83(1993)-  36 44 44.71406(N)    077 52 03.25961(W)     ADJUSTED  
 FX1611* NAVD 88     -        86.977  (meters)     285.36   (feet)  ADJUSTED  
 FX1611  ___________________________________________________________________
 FX1611  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FX1611  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 FX1611  DYNAMIC HT  -          86.910 (meters)     285.14  (feet)  COMP
 FX1611  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 FX1611
 FX1611  HORZ ORDER  -  SECOND
 FX1611  VERT ORDER  -  SECOND    CLASS 0
 FX1611
 FX1611.The horizontal coordinates were established by classical geodetic methods
 FX1611.and adjusted by the National Geodetic Survey in September 1995..
 FX1611
 FX1611.The orthometric height was determined by differential leveling
 FX1611.and adjusted by the National Geodetic Survey in June 1991..
 FX1611
 FX1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1611
 FX1611.The geoid height was determined by GEOID03.
 FX1611
 FX1611.The dynamic height is computed by dividing the NAVD 88
 FX1611.geopotential number by the normal gravity value computed on the
 FX1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1611.degrees latitude (g = 980.6199 gals.).
 FX1611
 FX1611.The modeled gravity was interpolated from observed gravity values.
 FX1611
 FX1611;                    North         East     Units Scale Factor Converg.
 FX1611;SPC VA S     - 1,045,957.438 3,556,480.133   MT  1.00000386   +0 23 01.8
 FX1611;SPC VA S     - 3,431,612.03 11,668,218.57   sFT  1.00000386   +0 23 01.8
 FX1611;UTM  18      - 4,070,503.434   243,977.080   MT  1.00040761   -1 42 59.4
 FX1611
 FX1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1611!SPC VA S     -   0.99999156  x   1.00000386  =   0.99999542
 FX1611!UTM  18      -   0.99999156  x   1.00040761  =   1.00039917
 FX1611
 FX1611|---------------------------------------------------------------------|
 FX1611| PID    Reference Object                     Distance      Geod. Az  |
 FX1611|                                                           dddmmss.s |
 FX1611| FX1610 FREE RM 1                            22.098 METERS 15318     |
 FX1611|---------------------------------------------------------------------|
 FX1611
 FX1611                          SUPERSEDED SURVEY CONTROL
 FX1611
 FX1611  NAD 83(1986)-  36 44 44.71442(N)    077 52 03.27406(W) AD(       ) 2
 FX1611  NAD 27      -  36 44 44.19390(N)    077 52 04.29404(W) AD(       ) 2
 FX1611  NGVD 29 (??/??/92)   87.304  (m)          286.43   (f) ADJ UNCH    2 0
 FX1611
 FX1611.Superseded values are not recommended for survey control.
 FX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1611.See file dsdata.txt to determine how the superseded data were derived.
 FX1611
 FX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4397770503(NAD 83)
 FX1611_MARKER: DE = TRAVERSE STATION DISK
 FX1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1611_STAMPING: FREE 1966
 FX1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1611+STABILITY: SURFACE MOTION
 FX1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1611+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 FX1611
 FX1611  HISTORY     - Date     Condition        Report By
 FX1611  HISTORY     - 1966     MONUMENTED       CGS
 FX1611  HISTORY     - 1966     GOOD             CGS
 FX1611  HISTORY     - 20010224 GOOD             USPSQD
 FX1611
 FX1611                          STATION DESCRIPTION
 FX1611
 FX1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FX1611'THE STATION IS ABOUT 11 MILES EAST OF BRODNAX, 1 MILE SOUTHWEST
 FX1611'OF LAWRENCEVILLE, 0.1 MILE SOUTHEAST OF JUNCTION OF U.S. HIGHWAYS
 FX1611'58 AND COUNTY ROAD 699 AND ABOUT 300 YARDS SOUTH OF U.S.
 FX1611'HIGHWAY 58.  THE PROPERTY IS OWNED BY MR. FREEMAN.
 FX1611'
 FX1611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 58
 FX1611'AND STATE HIGHWAY 46 AT THE OVERPASS SOUTHWEST OF LAWRENCEVILLE,
 FX1611'GO WEST, ON U.S. HIGHWAY 58 FOR 0.8 MILE TO COUNTY ROAD 699,
 FX1611'TURN LEFT, SOUTH, AND THEN SOUTHEAST ON COUNTY ROAD 699 FOR
 FX1611'0.1 MILE TO STATION ON THE LEFT.
 FX1611'
 FX1611'THE STATION IS 35 FEET NORTH OF THE APPROXIMATE CENTERLINE
 FX1611'OF THE COUNTY ROAD, 26 FEET EAST OF THE APPROXIMATE CENTERLINE
 FX1611'OF A GRAVEL ROAD LEADING TO A WHITE HOUSE, 24.5 FEET WEST
 FX1611'OF A TELEPHONE LINE POLE NO. 842 AND ABOUT 5 FEET HIGHER
 FX1611'THAN THE COUNTY ROAD.  IT IS A STANDARD TRAVERSE DISK, STAMPED
 FX1611'FREE 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FX1611'WHICH IS FLUSH WITH THE GROUND.
 FX1611'
 FX1611'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE APPROXIMATE CENTERLINE
 FX1611'OF A ROAD LEADING TO SOME FARM BUILDINGS, 38 FEET SOUTH OF
 FX1611'THE APPROXIMATE CENTERLINE OF THE COUNTY ROAD, 2.0 FEET WEST
 FX1611'OF A POWER LINE POLE NO. L-39 AND ABOUT THE SAME ELEVATION
 FX1611'AS THE ROAD.  IT IS A STANDARD DISK, STAMPED FREE NO 1 1966,
 FX1611'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 FX1611'3 INCHES.
 FX1611'
 FX1611'STATION PINE WAS USED AS THE AZIMUTH MARK.
 FX1611'
 FX1611'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 FX1611
 FX1611                          STATION RECOVERY (1966)
 FX1611
 FX1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FX1611'0.8 MI W FROM LAWRENCEVILLE.
 FX1611'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION
 FX1611'OF U.S. HIGHWAY 58 AND STATE HIGHWAY 46 TO COUNTY ROAD 699,
 FX1611'THENCE, SOUTHEAST ON COUNTY ROAD 699 0.1 MILE, 72.5 FEET NORTH
 FX1611'AND ACROSS ROAD FROM THE RM, 4.5 FEET NORTH OF THE APPROXIMATE
 FX1611'CENTER OF COUNTY ROAD 699, 25.5 FEET EAST OF THE APPROXIMATE
 FX1611'CENTER OF A GRAVELED ROAD LEADING TO A WHITE HOUSE, 24.5 FEET
 FX1611'WEST OF A TELEPHONE POLE 842, SET IN THE TOP OF A CONCRETE POST,
 FX1611'FLUSH, AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 FX1611
 FX1611                          STATION RECOVERY (2001)
 FX1611
 FX1611'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1611'STATION AND RN 1 WERE FOUND IN GOOD CONDITION. TELEPHONE POLE 842 IS
 FX1611'GONE. OTHER PARTS OF CURRENT DECRIPTION ARE GOOD. ADD NOTE THAT THE
 FX1611'STATION IS 25 FFET NORTH OF THE CENTERLINE OF U.S. STATE HIGHWAY 699.
 FX1611'6 FEET NORTH OF A 14 INCH PINE, 5 FEET NORTH OF A 4 FOOT WIDE ROCK AND
 FX1611'22 FEET WEST OF POLE 217.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX1610 ***********************************************************************
 FX1610  DESIGNATION -  FREE RM 1
 FX1610  PID         -  FX1610
 FX1610  STATE/COUNTY-  VA/BRUNSWICK
 FX1610  USGS QUAD   -  POWELLTON (1973)
 FX1610
 FX1610                         *CURRENT SURVEY CONTROL
 FX1610  ___________________________________________________________________
 FX1610* NAD 83(1986)-  36 44 45.     (N)    077 52 03.     (W)     SCALED    
 FX1610* NAVD 88     -        87.166  (meters)     285.98   (feet)  ADJUSTED  
 FX1610  ___________________________________________________________________
 FX1610  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 FX1610  DYNAMIC HT  -          87.099 (meters)     285.76  (feet)  COMP
 FX1610  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 FX1610
 FX1610  VERT ORDER  -  SECOND    CLASS 0
 FX1610
 FX1610.The horizontal coordinates were scaled from a topographic map and have
 FX1610.an estimated accuracy of +/- 6 seconds.
 FX1610
 FX1610.The orthometric height was determined by differential leveling
 FX1610.and adjusted by the National Geodetic Survey in June 1991..
 FX1610
 FX1610.The geoid height was determined by GEOID03.
 FX1610
 FX1610.The dynamic height is computed by dividing the NAVD 88
 FX1610.geopotential number by the normal gravity value computed on the
 FX1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1610.degrees latitude (g = 980.6199 gals.).
 FX1610
 FX1610.The modeled gravity was interpolated from observed gravity values.
 FX1610
 FX1610;                    North         East    Units  Estimated Accuracy
 FX1610;SPC VA S     - 1,045,970.    3,556,490.      MT  (+/- 180 meters Scaled)
 FX1610
 FX1610                          SUPERSEDED SURVEY CONTROL
 FX1610
 FX1610  NGVD 29 (??/??/92)   87.493  (m)          287.05   (f) ADJ UNCH    2 0
 FX1610
 FX1610.Superseded values are not recommended for survey control.
 FX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1610.See file dsdata.txt to determine how the superseded data were derived.
 FX1610
 FX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF439705(NAD 83)
 FX1610_MARKER: DR = REFERENCE MARK DISK
 FX1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1610_STAMPING: FREE NO 1 1966
 FX1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1610+STABILITY: SURFACE MOTION
 FX1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1610+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 FX1610
 FX1610  HISTORY     - Date     Condition        Report By
 FX1610  HISTORY     - 1966     MONUMENTED       CGS
 FX1610  HISTORY     - 20010224 GOOD             USPSQD
 FX1610
 FX1610                          STATION DESCRIPTION
 FX1610
 FX1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX1610'0.8 MI W FROM LAWRENCEVILLE.
 FX1610'AT THE FREE STATION SITE-- 72.5 FEET SOUTH OF THE STATION MARK,
 FX1610'52 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO A
 FX1610'FARM HOUSE, 38 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 FX1610'ROAD 699, 2 FEET WEST OF POWER LINE POLE L 39, SET IN THE TOP
 FX1610'OF A CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH THE
 FX1610'ROAD.
 FX1610
 FX1610                          STATION RECOVERY (2001)
 FX1610
 FX1610'RECOVERY NOTE BY US POWER SQUADRON 2001 (JDB)
 FX1610'MARK IS 2 FFET WEST OF VEPCO POLE EM35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5000 ***********************************************************************
 HV5000  DESIGNATION -  FREESTONE
 HV5000  PID         -  HV5000
 HV5000  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5000  USGS QUAD   -  INDIAN HEAD (1978)
 HV5000
 HV5000                         *CURRENT SURVEY CONTROL
 HV5000  ___________________________________________________________________
 HV5000* NAD 83(1993)-  38 35 25.09931(N)    077 14 50.15306(W)     ADJUSTED  
 HV5000* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5000  ___________________________________________________________________
 HV5000  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HV5000  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV5000
 HV5000  HORZ ORDER  -  THIRD
 HV5000
 HV5000.The horizontal coordinates were established by classical geodetic methods
 HV5000.and adjusted by the National Geodetic Survey in November 1994..
 HV5000
 HV5000.The orthometric height was scaled from a topographic map.
 HV5000
 HV5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5000
 HV5000.The geoid height was determined by GEOID03.
 HV5000
 HV5000;                    North         East     Units Scale Factor Converg.
 HV5000;SPC VA N     - 2,103,267.039 3,609,133.976   MT  0.99994850   +0 46 54.7
 HV5000;SPC VA N     - 6,900,468.61 11,840,967.05   sFT  0.99994850   +0 46 54.7
 HV5000;SPC MD       -   102,556.675   378,458.211   MT  0.99996219   -0 09 18.7
 HV5000;SPC MD       -   336,471.36  1,241,658.31   sFT  0.99996219   -0 09 18.7
 HV5000;UTM  18      - 4,273,708.771   304,276.950   MT  1.00007176   -1 24 07.8
 HV5000
 HV5000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5000!SPC VA N     -   1.00000497  x   0.99994850  =   0.99995347
 HV5000!SPC MD       -   1.00000497  x   0.99996219  =   0.99996716
 HV5000!UTM  18      -   1.00000497  x   1.00007176  =   1.00007673
 HV5000
 HV5000:                Primary Azimuth Mark                     Grid Az
 HV5000:SPC VA N     -  INDIAN HEAD TALLER STACK                 091 57 07.4
 HV5000:SPC MD       -  INDIAN HEAD TALLER STACK                 092 53 20.8
 HV5000:UTM  18      -  INDIAN HEAD TALLER STACK                 094 08 09.9
 HV5000
 HV5000|---------------------------------------------------------------------|
 HV5000| PID    Reference Object                     Distance      Geod. Az  |
 HV5000|                                                           dddmmss.s |
 HV5000| HV5009 INDIAN HEAD TALLER STACK            APPROX. 6.4 KM 0924402.1 |
 HV5000| HV5002 FREESTONE ECC 1959                    7.492 METERS 19158     |
 HV5000| HV5081 BOUNDARY MONUMENT 46                APPROX. 3.4 KM 1943809.1 |
 HV5000| DC6297 FREESTONE 2 RM 1                                   28047     |
 HV5000| HV5001 FREESTONE 2                           8.739 METERS 32533     |
 HV5000| DC6298 FREESTONE 2 RM 2                                   34826     |
 HV5000|---------------------------------------------------------------------|
 HV5000
 HV5000                          SUPERSEDED SURVEY CONTROL
 HV5000
 HV5000  NAD 83(1993)-  38 35 25.09750(N)    077 14 50.15864(W) AD(       ) 3
 HV5000  NAD 83(1986)-  38 35 25.09841(N)    077 14 50.16439(W) AD(       ) 3
 HV5000  NAD 27      -  38 35 24.68100(N)    077 14 51.23500(W) AD(       ) 3
 HV5000
 HV5000.Superseded values are not recommended for survey control.
 HV5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5000.See file dsdata.txt to determine how the superseded data were derived.
 HV5000
 HV5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0427773709(NAD 83)
 HV5000_MARKER: I = METAL ROD
 HV5000_SETTING: 0 = UNSPECIFIED SETTING
 HV5000
 HV5000  HISTORY     - Date     Condition        Report By
 HV5000  HISTORY     - 1928     MONUMENTED       CGS
 HV5000  HISTORY     - 1929     SEE DESCRIPTION  CGS
 HV5000  HISTORY     - 1938     GOOD             CGS
 HV5000  HISTORY     - 1956     GOOD             AMS
 HV5000  HISTORY     - 1958     MARK NOT FOUND   CGS
 HV5000  HISTORY     - 1959     POOR             CGS
 HV5000  HISTORY     - 1972     MARK NOT FOUND   NGS
 HV5000
 HV5000                          STATION DESCRIPTION
 HV5000
 HV5000'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHB)
 HV5000'THE U.S.E.D. MARK, NUMBER GIVEN IN RECORD BOOK, ON FREESTONE
 HV5000'POINT WAS USED.
 HV5000'
 HV5000'TWO REFERENCE MARKS WERE SET.
 HV5000'
 HV5000'THE STATION MARK IS SET IN AN IRON PIPE AND IS 17.5 METERS
 HV5000'BACK FROM HIGH-WATER LINE.
 HV5000
 HV5000                          STATION RECOVERY (1929)
 HV5000
 HV5000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (EBL)
 HV5000'THE STATION WAS RECOVERED AS DESCRIBED, THE DESCRIPTION IS
 HV5000'ADEQUATE.  BOUNDARY MONUMENT NO. 47 WAS ESTABLISHED NEAR THE
 HV5000'STATION AS FOLLOWS--
 HV5000'
 HV5000'MONUMENT NO. 47, S MARK, AZIMUTH 15 DEGREES, DISTANCE 1.662 METERS.
 HV5000'
 HV5000'MONUMENT NO. 47, N MARK, AZIMUTH 24 DEGREES, DISTANCE 1.021 METERS.
 HV5000
 HV5000                          STATION RECOVERY (1938)
 HV5000
 HV5000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (TMP)
 HV5000'STATION RECOVERED.  MARK IS LOCATED IN BRUSH AND GRASS AREA,
 HV5000'CLOSE TO AXIS OF THE POINT, 31 METERS W OF THE HIGH-WATER LINE
 HV5000'ON THE TIP OF THE POINT AND 23 METERS N OF THE HIGH-WATER
 HV5000'LINE ALONG THE S SIDE OF THE POINT.  THE NEARBY BOUNDARY
 HV5000'MONUMENTS NO. 47 N AND 47 S WERE ALSO RECOVERED.
 HV5000
 HV5000                          STATION RECOVERY (1956)
 HV5000
 HV5000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 HV5000'STATION RECOVERED IN GOOD CONDITION.
 HV5000
 HV5000                          STATION RECOVERY (1958)
 HV5000
 HV5000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 HV5000'THE STATION WAS RECOVERED AS DESCRIBED BY T.M.P. IN 1938.  THE
 HV5000'REFERENCE MARKS WERE SEARCHED FOR, BUT COULD NOT BE FOUND,
 HV5000'A BOARD WALK LIES OVER THE VICINITY OF THE TWO REFERENCE
 HV5000'MARKS.  THE RECOVERY NOTE BY T.M.P. JR IN 1938, IS COMPLETE
 HV5000'AND ADEQUATE WITH THE FOLLOWING EXCEPTIONS.
 HV5000'
 HV5000'THE STATION NOW LIES 200 FT SE OF THE OBVIOUS PT. AND ON
 HV5000'THE HIGH WATER LINE.
 HV5000
 HV5000                          STATION RECOVERY (1959)
 HV5000
 HV5000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5000'STATION RECOVERED IN POOR CONDITION.  THE PIPE IS EXPOSED
 HV5000'FOR ABOUT TWO FEET ON THE OFFSHORE SIDE AND NEARBY BOUNDARY
 HV5000'MONUMENTS 47N AND 47S WERE FOUND LYING IN THE SAND.  THIS POINT
 HV5000'HAS SUFFERED TERRIFIC EROSION.  R.M.S WERE NOT RECOVERED BUT
 HV5000'PROBABLY EXIST UNDER A NEW BOARDWALK THAT HAS BEEN BUILT OVER
 HV5000'THEIR LOCATION.
 HV5000'
 HV5000'A LARGE RECREATIONAL FACILITY KNOWN AS FREESTONE POINT NOW
 HV5000'EXISTS AT THE POINT.
 HV5000'
 HV5000'A NEW STATION WAS ESTABLISHED-FREESTONE 2-BY THIS PARTY.
 HV5000'
 HV5000'DISCS WERE REMOVED FROM THE BOUNDARY MONUMENTS BUT THE PIPE
 HV5000'WAS LEFT AS FOUND.
 HV5000
 HV5000                          STATION RECOVERY (1972)
 HV5000
 HV5000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5000'THE STATION PIPE DESCRIBED IN 1959 COULD NOT BE FOUND.  ITS
 HV5000'APPROXIMATE LOCATION IS 20 FEET OUTSIDE THE HWL.  A HALF HOUR SEARCH
 HV5000'AT LOW WATER IN ABOUT ONE FOOT OF WATER WAS FRUITLESS.  STATION
 HV5000'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV5001 ***********************************************************************
 HV5001  DESIGNATION -  FREESTONE 2
 HV5001  PID         -  HV5001
 HV5001  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV5001  USGS QUAD   -  INDIAN HEAD (1978)
 HV5001
 HV5001                         *CURRENT SURVEY CONTROL
 HV5001  ___________________________________________________________________
 HV5001* NAD 83(1993)-  38 35 25.33300(N)    077 14 50.35738(W)     ADJUSTED  
 HV5001* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HV5001  ___________________________________________________________________
 HV5001  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HV5001  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HV5001
 HV5001  HORZ ORDER  -  THIRD
 HV5001
 HV5001.The horizontal coordinates were established by classical geodetic methods
 HV5001.and adjusted by the National Geodetic Survey in November 1994..
 HV5001
 HV5001.The orthometric height was scaled from a topographic map.
 HV5001
 HV5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV5001
 HV5001.The geoid height was determined by GEOID03.
 HV5001
 HV5001;                    North         East     Units Scale Factor Converg.
 HV5001;SPC VA N     - 2,103,274.176 3,609,128.934   MT  0.99994850   +0 46 54.5
 HV5001;SPC VA N     - 6,900,492.03 11,840,950.51   sFT  0.99994850   +0 46 54.5
 HV5001;SPC MD       -   102,563.894   378,453.286   MT  0.99996219   -0 09 18.8
 HV5001;SPC MD       -   336,495.04  1,241,642.16   sFT  0.99996219   -0 09 18.8
 HV5001;UTM  18      - 4,273,716.096   304,272.183   MT  1.00007179   -1 24 07.9
 HV5001
 HV5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV5001!SPC VA N     -   1.00000497  x   0.99994850  =   0.99995347
 HV5001!SPC MD       -   1.00000497  x   0.99996219  =   0.99996716
 HV5001!UTM  18      -   1.00000497  x   1.00007179  =   1.00007676
 HV5001
 HV5001|---------------------------------------------------------------------|
 HV5001| PID    Reference Object                     Distance      Geod. Az  |
 HV5001|                                                           dddmmss.s |
 HV5001| DC6298 FREESTONE 2 RM 2                     13.620 METERS 00252     |
 HV5001| HV5009 INDIAN HEAD TALLER STACK            APPROX. 6.4 KM 0924744.8 |
 HV5001| HV5000 FREESTONE                             8.739 METERS 14533     |
 HV5001| HV5081 BOUNDARY MONUMENT 46                APPROX. 3.4 KM 1943127.7 |
 HV5001| DC6297 FREESTONE 2 RM 1                     11.428 METERS 24815     |
 HV5001|---------------------------------------------------------------------|
 HV5001
 HV5001                          SUPERSEDED SURVEY CONTROL
 HV5001
 HV5001  NAD 83(1993)-  38 35 25.33118(N)    077 14 50.36295(W) AD(       ) 3
 HV5001  NAD 83(1986)-  38 35 25.33209(N)    077 14 50.36870(W) AD(       ) 3
 HV5001  NAD 27      -  38 35 24.91500(N)    077 14 51.43900(W) AD(       ) 3
 HV5001
 HV5001.Superseded values are not recommended for survey control.
 HV5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV5001.See file dsdata.txt to determine how the superseded data were derived.
 HV5001
 HV5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0427273716(NAD 83)
 HV5001_MARKER: DS = TRIANGULATION STATION DISK
 HV5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV5001
 HV5001  HISTORY     - Date     Condition        Report By
 HV5001  HISTORY     - 1959     MONUMENTED       CGS
 HV5001  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HV5001  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HV5001
 HV5001                          STATION DESCRIPTION
 HV5001
 HV5001'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CAS)
 HV5001'STATION IS LOCATED ON FREESTONE POINT 31 FEET WEST OF THE
 HV5001'H.W.L. AT THE POINT WHERE THE BEACH TURNS FROM A NLY DIRECTION
 HV5001'TO A NWLY DIRECTION.  STATION IS 6 FEET EAST OF THE CORNER
 HV5001'PILING OF THE FOUNDATION OF THE BOARDWALK AT THE AMUSEMENT
 HV5001'AND RECREATION AREA.  THE BOARDWALK TURNS FROM ENELY DIRECTION TO
 HV5001'NNWLY DIRECTION AT THIS CORNER.  THE MONUMENT PROJECTS 2 INCHES
 HV5001'AND THE DISC IS STAMPED FREESTONE 2 1959.
 HV5001'
 HV5001'R.M. NO. 1 IS LOCATED WEST OF THE STATION, 2 FEET NORTH
 HV5001'OF STEPS LEADING OFF BOARDWALK TO THE BEACH, 3 FEET EAST
 HV5001'OF THE EAST EDGE OF THE BOARDWALK, 6 FEET SOUTHEAST OF THE
 HV5001'THIRD FOUNDATION PILING FROM THE CORNER PILING FROM THE STATION
 HV5001'AND 37 FEET WEST OF THE H.W.L.  THE MONUMENT IS FLUSH WITH THE
 HV5001'SANDY BEACH AND THE DISC IS STAMPED FREESTONE 2 NO 1 1959.
 HV5001'
 HV5001'R.M. NO 2 IS NNW OF THE STATION ALONG THE NORTH EDGE OF THE
 HV5001'BOARDWALK, 3.5 FEET NE OF THE FOURTH FOUNDATION PILING NW OF THE
 HV5001'CORNER PILING BY THE STATION, 31 FEET SOUTH OF THE SE
 HV5001'CORNER OF A LIFEGUARD TOWER, 44 FEET SW OF THE H.W.L.
 HV5001'THE MONUMENT PROJECTS 2 INCHES AND THE DISC IS STAMPED
 HV5001'FREESTONE 2 NO 2 1959.
 HV5001'
 HV5001'BOUNDARY MONUMENT NO 46 IS LOCATED ON COCKPIT POINT ACCORDING
 HV5001'TO PREVIOUS DESCRIPTIONS.
 HV5001'
 HV5001'FREESTONE 1928 IS THE U.S.E.D. MARK 102 SET ATOP AN IRON PIPE
 HV5001'AS DESCRIBED BY J.H.B., 1928.  THE PIPE IS NOW LOCATED ON THE
 HV5001'H.W.L. AND IS IN DANGER OF BEING WASHED OUT.
 HV5001
 HV5001                          STATION RECOVERY (1971)
 HV5001
 HV5001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WSS)
 HV5001'R.M. NO. 2 RECOVERED AS DESCRIBED, EXCEPT IT IS NOW 15 FEET TO THE
 HV5001'HIGH WATER LINE.  THE AMUSEMENT AND RECREATION AREA IS ABANDONED.
 HV5001'THE POINT HAS ERODED DESTROYING BOTH THE STATION AND R.M. NO. 1.
 HV5001'BOTH POSTS WERE FOUND AND THE DISCS REMOVED.
 HV5001'
 HV5001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 HV5001'WOODBRIDGE, VA.
 HV5001
 HV5001                          STATION RECOVERY (1972)
 HV5001
 HV5001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDO)
 HV5001'RM 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED, THO THE LIFEGUARD STAND
 HV5001'REMOVED.  THE STATION MARK WAS NOT FOUND.  MHWL IS NOW WEST OF THE
 HV5001'CORNER OF THE BOARDWALK AND THE BEACH IS THREE FEET LOWER THAN THE
 HV5001'ESTIMATED GROUND LEVEL AT THE TIME THE MARK WAS SET.  NO TRACE OF
 HV5001'THE MARK COULD BE FOUND AFTER CONSIDERABLE DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3242 ***********************************************************************
 HW3242  DESIGNATION -  FREEZELAND MTN MICROWAVE MAST
 HW3242  PID         -  HW3242
 HW3242  STATE/COUNTY-  VA/WARREN
 HW3242  USGS QUAD   -  LINDEN (1994)
 HW3242
 HW3242                         *CURRENT SURVEY CONTROL
 HW3242  ___________________________________________________________________
 HW3242* NAD 83(1993)-  38 57 18.74257(N)    078 01 31.34467(W)     ADJUSTED  
 HW3242* NAVD 88     -                                                        
 HW3242  ___________________________________________________________________
 HW3242  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 HW3242  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HW3242
 HW3242  HORZ ORDER  -  THIRD
 HW3242
 HW3242.The horizontal coordinates were established by classical geodetic methods
 HW3242.and adjusted by the National Geodetic Survey in November 1994..
 HW3242
 HW3242
 HW3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3242
 HW3242.The geoid height was determined by GEOID03.
 HW3242
 HW3242;                    North         East     Units Scale Factor Converg.
 HW3242;SPC VA N     - 2,143,134.952 3,541,139.503   MT  0.99996571   +0 17 46.4
 HW3242;SPC VA N     - 7,031,268.59 11,617,888.52   sFT  0.99996571   +0 17 46.4
 HW3242;UTM  17      - 4,316,014.738   757,764.951   MT  1.00041823   +1 52 16.4
 HW3242;UTM  18      - 4,316,159.661   237,836.731   MT  1.00044640   -1 54 11.4
 HW3242
 HW3242                          SUPERSEDED SURVEY CONTROL
 HW3242
 HW3242  NAD 83(1986)-  38 57 18.74423(N)    078 01 31.35428(W) AD(       ) 4
 HW3242  NAD 27      -  38 57 18.33900(N)    078 01 32.37500(W) AD(       ) 3
 HW3242
 HW3242.Superseded values are not recommended for survey control.
 HW3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3242.See file dsdata.txt to determine how the superseded data were derived.
 HW3242
 HW3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5776516015(NAD 83)
 HW3242_MARKER: 44 = MICROWAVE MAST
 HW3242
 HW3242  HISTORY     - Date     Condition        Report By
 HW3242  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3242
 HW3242                          STATION DESCRIPTION
 HW3242
 HW3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3242'THE STATION IS THE CENTER OF THE TOP OF THE LARGE SQUARE FOUR
 HW3242'LEGGED STEEL MAST, LOCATED NEAR THE HIGHEST POINT OF FREEZELAND
 HW3242'MOUNTAIN, ABOUT 18 MILES SOUTHEAST OF WINCHESTER AND 9 MILES
 HW3242'EAST NORTHEAST OF FRONT ROYAL, NEAR THE INTERSECTION OF WARREN,
 HW3242'CLARK AND FAUQUIER COUNTIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3243 ***********************************************************************
 HW3243  DESIGNATION -  FREEZELAND MTN RAD STA WRFL
 HW3243  PID         -  HW3243
 HW3243  STATE/COUNTY-  VA/WARREN
 HW3243  USGS QUAD   -  LINDEN (1994)
 HW3243
 HW3243                         *CURRENT SURVEY CONTROL
 HW3243  ___________________________________________________________________
 HW3243* NAD 83(1993)-  38 57 21.33903(N)    078 01 29.19183(W)     ADJUSTED  
 HW3243* NAVD 88     -                                                        
 HW3243  ___________________________________________________________________
 HW3243  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 HW3243  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HW3243
 HW3243  HORZ ORDER  -  THIRD
 HW3243
 HW3243.The horizontal coordinates were established by classical geodetic methods
 HW3243.and adjusted by the National Geodetic Survey in November 1994..
 HW3243
 HW3243
 HW3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3243
 HW3243.The geoid height was determined by GEOID03.
 HW3243
 HW3243;                    North         East     Units Scale Factor Converg.
 HW3243;SPC VA N     - 2,143,215.284 3,541,190.922   MT  0.99996579   +0 17 47.7
 HW3243;SPC VA N     - 7,031,532.14 11,618,057.22   sFT  0.99996579   +0 17 47.7
 HW3243;UTM  17      - 4,316,096.490   757,814.165   MT  1.00041854   +1 52 17.8
 HW3243;UTM  18      - 4,316,237.998   237,891.222   MT  1.00044604   -1 54 10.2
 HW3243
 HW3243                          SUPERSEDED SURVEY CONTROL
 HW3243
 HW3243  NAD 83(1986)-  38 57 21.34078(N)    078 01 29.20128(W) AD(       ) 4
 HW3243  NAD 27      -  38 57 20.94400(N)    078 01 30.21600(W) AD(       ) 3
 HW3243
 HW3243.Superseded values are not recommended for survey control.
 HW3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3243.See file dsdata.txt to determine how the superseded data were derived.
 HW3243
 HW3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD5781416096(NAD 83)
 HW3243_MARKER: 42 = RADIO/TV MAST
 HW3243
 HW3243  HISTORY     - Date     Condition        Report By
 HW3243  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3243
 HW3243                          STATION DESCRIPTION
 HW3243
 HW3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3243'THE STATION IS THE CENTER OF THE 135 FOOT HIGH STRUCTURAL STEEL
 HW3243'MAST.  LOCATED ON FREEZELAND MOUNTAIN, ABOUT 17 MILES SOUTH
 HW3243'SOUTHEAST OF WINCHESTER AND ABOUT 4 MILES NORTH OF LINDEN,
 HW3243'NEAR THE INTERSECTION OF WARREN, FAUQUIER AND CLARK COUNTIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1656 ***********************************************************************
 FW1656  DESIGNATION -  FRESH
 FW1656  PID         -  FW1656
 FW1656  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1656  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1656
 FW1656                         *CURRENT SURVEY CONTROL
 FW1656  ___________________________________________________________________
 FW1656* NAD 83(1993)-  36 47 14.59700(N)    075 57 30.20618(W)     ADJUSTED  
 FW1656* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW1656  ___________________________________________________________________
 FW1656  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FW1656  GEOID HEIGHT-         -37.88  (meters)                     GEOID03
 FW1656
 FW1656  HORZ ORDER  -  THIRD
 FW1656
 FW1656.The horizontal coordinates were established by classical geodetic methods
 FW1656.and adjusted by the National Geodetic Survey in September 1995..
 FW1656
 FW1656.The orthometric height was scaled from a topographic map.
 FW1656
 FW1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1656
 FW1656.The geoid height was determined by GEOID03.
 FW1656
 FW1656;                    North         East     Units Scale Factor Converg.
 FW1656;SPC VA S     - 1,053,442.210 3,726,832.995   MT  0.99999630   +1 32 33.2
 FW1656;SPC VA S     - 3,456,168.32 12,227,117.92   sFT  0.99999630   +1 32 33.2
 FW1656;UTM  18      - 4,071,715.366   414,488.196   MT  0.99969008   -0 34 26.3
 FW1656
 FW1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1656!SPC VA S     -   1.00000552  x   0.99999630  =   1.00000182
 FW1656!UTM  18      -   1.00000552  x   0.99969008  =   0.99969559
 FW1656
 FW1656:                Primary Azimuth Mark                     Grid Az
 FW1656:SPC VA S     -  WRECK                                    162 01 34.9
 FW1656:UTM  18      -  WRECK                                    164 08 34.4
 FW1656
 FW1656|---------------------------------------------------------------------|
 FW1656| PID    Reference Object                     Distance      Geod. Az  |
 FW1656|                                                           dddmmss.s |
 FW1656| FW1678 WRECK                               APPROX. 3.8 KM 1633408.1 |
 FW1656| DC8850 FRESH RM                             19.945 METERS 21000     |
 FW1656| FW1650 COAST GUARD STA 163 FLAGPOLE         10.010 METERS 24659     |
 FW1656| FW1644 NEAR STA FRESH                       34.711 METERS 25626     |
 FW1656| FW1649 COAST GUARD STA 163 CUPOLA           47.442 METERS 25755     |
 FW1656| FW1648 COAST GUARD STA 163 ARMY TOWER       59.259 METERS 30257     |
 FW1656| FW1669 VIRGINIA BEACH MAYFLOWER E LT       APPROX. 8.5 KM 3471858.9 |
 FW1656|---------------------------------------------------------------------|
 FW1656
 FW1656                          SUPERSEDED SURVEY CONTROL
 FW1656
 FW1656  NAD 83(1986)-  36 47 14.60326(N)    075 57 30.24216(W) AD(       ) 3
 FW1656  NAD 27      -  36 47 14.06800(N)    075 57 31.50200(W) AD(       ) 3
 FW1656
 FW1656.Superseded values are not recommended for survey control.
 FW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1656.See file dsdata.txt to determine how the superseded data were derived.
 FW1656
 FW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1448871715(NAD 83)
 FW1656_MARKER: DS = TRIANGULATION STATION DISK
 FW1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1656
 FW1656  HISTORY     - Date     Condition        Report By
 FW1656  HISTORY     - 1922     MONUMENTED       CGS
 FW1656  HISTORY     - 1943     MARK NOT FOUND   CGS
 FW1656
 FW1656                          STATION DESCRIPTION
 FW1656
 FW1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1656'ABOUT 4-1/2 MILES SOUTH OF VIRGINIA BEACH, ON A LOW SAND HILL,
 FW1656'10 METERS BACK FROM THE BEACH AND ABOUT 5 METERS NORTH OF THE
 FW1656'PLANK RUNWAY LEADING FROM THE BOATHOUSE OF COAST GUARD STATION
 FW1656'163 TOWARD THE BEACH.
 FW1656'
 FW1656'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1656'DISKS SET IN CONCRETE.
 FW1656'
 FW1656'REFERENCE MARK IS A FEW METERS EAST OF THE CISTERN ADJOINING
 FW1656'THE SMALL BUILDING JUST SOUTH OF THE COAST GUARD STATION
 FW1656'HOUSE.
 FW1656'
 FW1656'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS IN THE CONCRETE
 FW1656'RAMP OF THE BOATHOUSE.
 FW1656'
 FW1656'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 FW1656
 FW1656                          STATION RECOVERY (1943)
 FW1656
 FW1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1656'STATION SEARCHED FOR, BUT NOT RECOVERED.  ACCORDING TO
 FW1656'INFORMATION RECEIVED, THE STATION IS LOST.  THE AREA WAS
 FW1656'CHANGED TO SOME DEGREE BY A STORM IN 1933.  THE SAND IS
 FW1656'CONTINUALLY SHIFTING AT THE SITE WHERE THE STATION SHOULD
 FW1656'BE LOCATED.
 FW1656'
 FW1656'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1655 ***********************************************************************
 FW1655  DESIGNATION -  FRESH A
 FW1655  PID         -  FW1655
 FW1655  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1655  USGS QUAD   -  VIRGINIA BEACH (1989)
 FW1655
 FW1655                         *CURRENT SURVEY CONTROL
 FW1655  ___________________________________________________________________
 FW1655* NAD 83(1993)-  36 45 59.53935(N)    075 57 04.08103(W)     ADJUSTED  
 FW1655* NAVD 88     -                                                        
 FW1655  ___________________________________________________________________
 FW1655  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 FW1655  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 FW1655
 FW1655  HORZ ORDER  -  THIRD
 FW1655
 FW1655.The horizontal coordinates were established by classical geodetic methods
 FW1655.and adjusted by the National Geodetic Survey in September 1995..
 FW1655
 FW1655
 FW1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1655
 FW1655.The geoid height was determined by GEOID03.
 FW1655
 FW1655;                    North         East     Units Scale Factor Converg.
 FW1655;SPC VA S     - 1,051,146.795 3,727,542.970   MT  1.00000002   +1 32 49.1
 FW1655;SPC VA S     - 3,448,637.44 12,229,447.23   sFT  1.00000002   +1 32 49.1
 FW1655;UTM  18      - 4,069,396.014   415,112.724   MT  0.99968877   -0 34 09.6
 FW1655
 FW1655|---------------------------------------------------------------------|
 FW1655| PID    Reference Object                     Distance      Geod. Az  |
 FW1655|                                                           dddmmss.s |
 FW1655| FW1663 NECK HYDROGRAPHIC SIGNAL             77.056 METERS 25351     |
 FW1655| FW1656 FRESH                               APPROX. 2.4 KM 3442136.1 |
 FW1655|---------------------------------------------------------------------|
 FW1655
 FW1655                          SUPERSEDED SURVEY CONTROL
 FW1655
 FW1655  NAD 83(1986)-  36 45 59.54615(N)    075 57 04.11617(W) AD(       ) 4
 FW1655  NAD 27      -  36 45 59.00600(N)    075 57 05.37200(W) AD(       ) 3
 FW1655
 FW1655.Superseded values are not recommended for survey control.
 FW1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1655.See file dsdata.txt to determine how the superseded data were derived.
 FW1655
 FW1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1511369396(NAD 83)
 FW1655
 FW1655  HISTORY     - Date     Condition        Report By
 FW1655  HISTORY     - UNK      MONUMENTED
 FW1655  HISTORY     - 1943     MARK NOT FOUND   CGS
 FW1655
 FW1655                          STATION DESCRIPTION
 FW1655
 FW1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FW1655'A SEARCH IN THE IMMEDIATE LOCALITY OF THIS STATION REVEALED
 FW1655'NOTHING THAT MIGHT HAVE BEEN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FY2502 ***********************************************************************
 FY2502  DESIGNATION -  FRITH
 FY2502  PID         -  FY2502
 FY2502  STATE/COUNTY-  VA/FRANKLIN
 FY2502  USGS QUAD   -  BASSETT (1978)
 FY2502
 FY2502                         *CURRENT SURVEY CONTROL
 FY2502  ___________________________________________________________________
 FY2502* NAD 83(1993)-  36 49 50.26664(N)    079 55 32.63491(W)     ADJUSTED  
 FY2502* NAVD 88     -       477.3    (meters)    1566.     (feet)  VERTCON   
 FY2502  ___________________________________________________________________
 FY2502  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FY2502  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 FY2502
 FY2502  HORZ ORDER  -  THIRD
 FY2502
 FY2502.The horizontal coordinates were established by classical geodetic methods
 FY2502.and adjusted by the National Geodetic Survey in September 1995..
 FY2502
 FY2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2502
 FY2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2502
 FY2502.The geoid height was determined by GEOID03.
 FY2502
 FY2502;                    North         East     Units Scale Factor Converg.
 FY2502;SPC VA S     - 1,056,147.587 3,372,818.526   MT  0.99998901   -0 51 55.1
 FY2502;SPC VA S     - 3,465,044.21 11,065,655.45   sFT  0.99998901   -0 51 55.1
 FY2502;UTM  17      - 4,076,622.222   595,797.332   MT  0.99971306   +0 38 38.5
 FY2502
 FY2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2502!SPC VA S     -   0.99993018  x   0.99998901  =   0.99991919
 FY2502!UTM  17      -   0.99993018  x   0.99971306  =   0.99964326
 FY2502
 FY2502:                Primary Azimuth Mark                     Grid Az
 FY2502:SPC VA S     -  FRITH AZ MK                              135 57 53.5
 FY2502:UTM  17      -  FRITH AZ MK                              134 27 19.9
 FY2502
 FY2502|---------------------------------------------------------------------|
 FY2502| PID    Reference Object                     Distance      Geod. Az  |
 FY2502|                                                           dddmmss.s |
 FY2502| FY1472 FRITH AZ MK                                        1350558.4 |
 FY2502| FY2490 CHESTNUT                            APPROX.24.1 KM 1781906.9 |
 FY2502| DC5087 FRITH RM 1                           16.234 METERS 27402     |
 FY2502|---------------------------------------------------------------------|
 FY2502
 FY2502                          SUPERSEDED SURVEY CONTROL
 FY2502
 FY2502  NAD 83(1986)-  36 49 50.27139(N)    079 55 32.63531(W) AD(       ) 3
 FY2502  NAD 27      -  36 49 49.77089(N)    079 55 33.49836(W) AD(       ) 3
 FY2502  NGVD 29 (07/19/86)  477.5    (m)         1567.     (f) VERT ANG       
 FY2502
 FY2502.Superseded values are not recommended for survey control.
 FY2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2502.See file dsdata.txt to determine how the superseded data were derived.
 FY2502
 FY2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9579776622(NAD 83)
 FY2502_MARKER: DE = TRAVERSE STATION DISK
 FY2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2502
 FY2502  HISTORY     - Date     Condition        Report By
 FY2502  HISTORY     - 1964     MONUMENTED       CGS
 FY2502  HISTORY     - 1966     GOOD             CGS
 FY2502
 FY2502                          STATION DESCRIPTION
 FY2502
 FY2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 FY2502'THE STATION IS LOCATED ON THE PROPERTY OF MR. COY B. FRITH
 FY2502'ABOUT 11 MILES NORTHWEST OF MARTINSVILLE AND 5 MILES SOUTHWEST
 FY2502'OF SYDNORSVILLE.
 FY2502'
 FY2502'TO REACH THE STATION FROM THE POST OFFICE IN SYDNORSVILLE,
 FY2502'GO SOUTHERLY ON U.S. HIGHWAY 220 FOR 6.9 MILES TO THE AZIMUTH
 FY2502'MARK AND COUNTY ROUTE 609 ON THE LEFT.  CONTINUE SOUTH ON
 FY2502'U.S. HIGHWAY 220 FOR 0.3 MILE TO AN ANGELING DRIVEWAY ON
 FY2502'THE RIGHT, TURN RIGHT ONTO THE DRIVEWAY AND GO UP HILL FOR
 FY2502'0.1 MILE PASSING BETWEEN TWO HOUSES TO A TRACK ROAD, FOLLOW
 FY2502'THE TRACK ROAD FOR 0.35 MILE TO A FORK, KEEP RIGHT AND GO
 FY2502'0.1 MILE TO A FORK, TURN SHARP RIGHT UP HILL AND GO 0.15
 FY2502'MILE TO THE END OF TRACK ROAD AND THE STATION.
 FY2502'
 FY2502'THE STATION MARK IS 4.6 FEET WEST OF A METAL WITNESS SIGN
 FY2502'AND ON THE NORTHEASTERN PART OF HILL.  IT IS A STANDARD
 FY2502'TRAVERSE DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FY2502'6 INCHES AND IS STAMPED FRITH 1964.
 FY2502'
 FY2502'REFERENCE MARK NO. 1 IS 57.8 FEET WEST OF A METAL WITNESS
 FY2502'SIGN.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 FY2502'WHICH PROJECTS 6 INCHES AND IS STAMPED FRITH NO 1 1964
 FY2502'
 FY2502'THE AZIMUTH MARK IS 92 FEET SOUTHEAST OF THE APPROXIMATE
 FY2502'CENTER OF U.S. HIGHWAY 220, 22 FEET NORTHWEST OF THE APPROXIMATE
 FY2502'CENTER OF COUNTY ROUTE 609, 3 FEET SOUTHWEST OF A POWERLINE
 FY2502'POLE AND 1.4 FEET WEST OF A METAL WITNESS SIGN.  IT IS A
 FY2502'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FY2502'6 INCHES AND IS STAMPED FRITH 1964.
 FY2502'
 FY2502'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 FY2502
 FY2502                          STATION RECOVERY (1966)
 FY2502
 FY2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 FY2502'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 FY2502'WERE RECOVERED IN GOOD CONDITION.
 FY2502'
 FY2502'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND AT THE
 FY2502'STATION SITE AND A NEW AZIMUTH MARK COULD NOT BE SET AND
 FY2502'BE VISIBLE AS STATION FRITH 1964 IS LOCATED IN A DENSE WOODED
 FY2502'AREA.  DUE TO HIGHWAY IMPROVEMENT IN THIS AREA THE FRITH
 FY2502'AZIMUTH MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FW1686 ***********************************************************************
 FW1686  DESIGNATION -  FROG
 FW1686  PID         -  FW1686
 FW1686  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
 FW1686  USGS QUAD   -  NORTH VIRGINIA BEACH (1979)
 FW1686
 FW1686                         *CURRENT SURVEY CONTROL
 FW1686  ___________________________________________________________________
 FW1686* NAD 83(1993)-  36 55 10.05017(N)    075 59 53.46401(W)     ADJUSTED  
 FW1686* NAVD 88     -         6.84   (+/-2cm)      22.4    (feet)  VERTCON   
 FW1686  ___________________________________________________________________
 FW1686  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FW1686  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 FW1686
 FW1686  HORZ ORDER  -  THIRD
 FW1686  VERT ORDER  -  THIRD ? (See Below)
 FW1686
 FW1686.The horizontal coordinates were established by classical geodetic methods
 FW1686.and adjusted by the National Geodetic Survey in September 1995..
 FW1686
 FW1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1686.The vertical order pertains to the NGVD 29 superseded value.
 FW1686
 FW1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1686
 FW1686.The geoid height was determined by GEOID03.
 FW1686
 FW1686;                    North         East     Units Scale Factor Converg.
 FW1686;SPC VA S     - 1,067,998.475 3,722,893.955   MT  0.99997578   +1 31 06.3
 FW1686;SPC VA S     - 3,503,925.00 12,214,194.58   sFT  0.99997578   +1 31 06.3
 FW1686;UTM  18      - 4,086,402.933   411,090.621   MT  0.99969738   -0 35 58.7
 FW1686
 FW1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1686!SPC VA S     -   1.00000482  x   0.99997578  =   0.99998060
 FW1686!UTM  18      -   1.00000482  x   0.99969738  =   0.99970220
 FW1686
 FW1686|---------------------------------------------------------------------|
 FW1686| PID    Reference Object                     Distance      Geod. Az  |
 FW1686|                                                           dddmmss.s |
 FW1686| FW1691 H 50 VA                             264.027 METERS 05048     |
 FW1686| DC8853 FROG RM 2                            14.395 METERS 19850     |
 FW1686| FX2957 WEST END TOWER USE 1925             APPROX. 1.2 KM 2845910.6 |
 FW1686| DC8854 FROG RM 3                            13.538 METERS 30934     |
 FW1686|---------------------------------------------------------------------|
 FW1686
 FW1686                          SUPERSEDED SURVEY CONTROL
 FW1686
 FW1686  NAD 83(1986)-  36 55 10.05570(N)    075 59 53.50284(W) AD(       ) 3
 FW1686  NAD 27      -  36 55 09.52200(N)    075 59 54.75200(W) AD(       ) 3
 FW1686  NGVD 29 (07/19/86)    7.09   (m)           23.3    (f) LEVELING    3  
 FW1686
 FW1686.Superseded values are not recommended for survey control.
 FW1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1686.See file dsdata.txt to determine how the superseded data were derived.
 FW1686
 FW1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1109186403(NAD 83)
 FW1686_MARKER: DS = TRIANGULATION STATION DISK
 FW1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1686
 FW1686  HISTORY     - Date     Condition        Report By
 FW1686  HISTORY     - 1939     MONUMENTED       CGS
 FW1686  HISTORY     - 1944     GOOD             CGS
 FW1686  HISTORY     - 1954     GOOD             AMS
 FW1686  HISTORY     - 1959     MARK NOT FOUND   CGS
 FW1686  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FW1686  HISTORY     - 1962     GOOD             CGS
 FW1686  HISTORY     - 1975     GOOD             NGS
 FW1686  HISTORY     - 1976     GOOD             NGS
 FW1686  HISTORY     - 1980     GOOD             NOS
 FW1686
 FW1686                          STATION DESCRIPTION
 FW1686
 FW1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (KBJ)
 FW1686'STATION IS MARKED WITH A STANDARD TRIANGULATION-STATION
 FW1686'DISK, STAMPED FROG 1939 AND SET IN THE TOP OF A CONCRETE BLOCK
 FW1686'THE TOP PROJECTS ABOUT 6 IN. ABOVE THE SURFACE
 FW1686'OF THE GROUND.
 FW1686'
 FW1686'STATION IS LOCATED ON THE FORT STORY RESERVATION, ON THE TOP
 FW1686'OF THE EMBANKMENT E OF U.S. HIGHWAY 60, AND 0.7 MI. S OF CAPE
 FW1686'HENRY LIGHTHOUSE.  IT IS ABOUT 15 FT. W OF THE E EDGE OF THE
 FW1686'EMBANKMENT.
 FW1686'
 FW1686'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 FW1686'FROG NO 1 1939 AND SET IN THE CONCRETE BASE FOR THE STEPS
 FW1686'TO THE WOODEN OBSERVATION PLATFORM SW OF THE STATION.
 FW1686'
 FW1686'HEIGHT OF LIGHT ABOVE STATION MARK - 15 M.
 FW1686
 FW1686                          STATION RECOVERY (1944)
 FW1686
 FW1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLG)
 FW1686'RECOVERED AS DESCRIBED.
 FW1686
 FW1686                          STATION RECOVERY (1954)
 FW1686
 FW1686'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 FW1686'THE MARK, A STANDARD U.S.C. AND G.S. TRIANGULATION DISK SET
 FW1686'IN TOP OF A CONCRETE POST WAS RECOVERED IN GOOD CONDITION
 FW1686'AS DESCRIBED, FLUSH WITH GROUND.
 FW1686
 FW1686                          STATION RECOVERY (1959)
 FW1686
 FW1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCE)
 FW1686'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THIS AREA HAS A
 FW1686'NUMBER OF NAVY RADAR INSTALLATIONS AND CONCRETE ROOMS BELOW.
 FW1686'THIS STATION MAY HAVE BEEN DESTROYED WHEN THEY WERE CONSTRUCTED.
 FW1686
 FW1686                          STATION RECOVERY (1961)
 FW1686
 FW1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FW1686'THE STATION UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD
 FW1686'CONDITION.  THE STATION SURFACE MARK HAD BEEN HIT AND WAS
 FW1686'FOUND DESTROYED.  REFERENCE MARK NO. 1 WAS NOT RECOVERED AND
 FW1686'IS BELIEVED DESTROYED AS THE TOWER AND CONCRETE STEPS HAVE
 FW1686'BEEN MOVED.  THE UNDERGROUND MARK WAS HELD AND NEW REFERENCE
 FW1686'MARKS NO. 2 AND 3 WERE SET.  A COMPLETE NEW DESCRIPTION
 FW1686'FOLLOWS--
 FW1686'
 FW1686'STATION IS LOCATED ON THE FORT STORY RESERVATION ABOUT 0.7
 FW1686'MILE SOUTH OF CAPE HENRY LIGHTHOUSE AND ON THE EAST SIDE OF
 FW1686'3RD. STREET.  IT IS ON THE OUTSIDE OF THE CURVE OF THE
 FW1686'STREET 111 FEET SOUTHEAST OF TELEPHONE POLE NO. E 306, 8.2 FEET
 FW1686'EAST OF THE EAST EDGE OF CONCRETE PAVEMENT AND 2.2 FEET
 FW1686'NORTHWEST OF A CGS WITNESS SIGN.  THE MARK IS FLUSH WITH THE
 FW1686'GROUND AND THE DISK IS STAMPED FROG 1939 1961.
 FW1686'
 FW1686'TO REACH THE STATION FROM CAPE HENRY LIGHTHOUSE AT FORT STORY,
 FW1686'GO SOUTH ON ATLANTIC STREET FOR 0.65 MILE TO 3RD. STREET LEFT.
 FW1686'TURN LEFT ON 3RD STREET AND GO 0.1 MILE TO WHERE THE STREET
 FW1686'CURVES RIGHT AND STATION ON THE HIGHEST POINT AS DESCRIBED.
 FW1686'
 FW1686'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND 13.4 FEET
 FW1686'WEST OF THE WEST EDGE OF THE PAVEMENT.  THE MARK IS FLUSH
 FW1686'WITH THE GROUND AND THE DISK IS STAMPED FROG NO 2 1939 1961.
 FW1686'
 FW1686'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION.  IT IS 110
 FW1686'FEET SOUTHWEST OF THE CENTER OF THE DOOR TO A CONCRETE UNDERGROUND
 FW1686'BUILDING NO. 317, 72.8 FEET EAST OF TELEPHONE POLE NO. E 306 AND
 FW1686'6.0 FEET EAST OF THE EAST EDGE OF THE PAVEMENT.  THE MARK
 FW1686'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FROG 1939 1961.
 FW1686'
 FW1686'STATION FORT STORY 1932 IS NOT VISIBLE FROM THE GROUND).
 FW1686
 FW1686                          STATION RECOVERY (1962)
 FW1686
 FW1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1686'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 FW1686'AS DESCRIBED BY THIS PARTY IN 1961.  THE DESCRIPTION IS ADEQUATE
 FW1686'AND COMPLETE.
 FW1686
 FW1686                          STATION RECOVERY (1975)
 FW1686
 FW1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1686'STATION MARK, REFERENCE MARKS NO 2 AND REFERENCE MARK NO 3 WERE
 FW1686'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FW1686'
 FW1686'THE FORT STORY LIGHTHOUSE 1887 OR THE FORT STORY NEW LIGHTHOUSE ECC
 FW1686'ARE NOT VISIBLE FROM THE GROUND.
 FW1686
 FW1686                          STATION RECOVERY (1976)
 FW1686
 FW1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FW1686'STATION WAS FOUND IN GOOD CONDITION.
 FW1686
 FW1686                          STATION RECOVERY (1980)
 FW1686
 FW1686'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 FW1686'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 FW1686'DESCRIBED IN GOOD CONDITION.  ANGLES AND DISTANCES TO THE
 FW1686'REFERENCE MARKS COMPARED FAVORABLY.
 FW1686'
 FW1686'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0069 ***********************************************************************
 HW0069  DESIGNATION -  FRONT ROYAL
 HW0069  PID         -  HW0069
 HW0069  STATE/COUNTY-  VA/WARREN
 HW0069  USGS QUAD   -  FRONT ROYAL (1994)
 HW0069
 HW0069                         *CURRENT SURVEY CONTROL
 HW0069  ___________________________________________________________________
 HW0069* NAD 83(1993)-  38 55 18.41403(N)    078 11 56.50679(W)     ADJUSTED  
 HW0069* NAVD 88     -       197.648  (meters)     648.45   (feet)  ADJUSTED  
 HW0069  ___________________________________________________________________
 HW0069  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 HW0069  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HW0069  DYNAMIC HT  -         197.520 (meters)     648.03  (feet)  COMP
 HW0069  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 HW0069
 HW0069  HORZ ORDER  -  THIRD
 HW0069  VERT ORDER  -  SECOND    CLASS 0
 HW0069
 HW0069.The horizontal coordinates were established by classical geodetic methods
 HW0069.and adjusted by the National Geodetic Survey in November 1994..
 HW0069
 HW0069.The orthometric height was determined by differential leveling
 HW0069.and adjusted by the National Geodetic Survey in June 1991..
 HW0069
 HW0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW0069
 HW0069.The geoid height was determined by GEOID03.
 HW0069
 HW0069.The dynamic height is computed by dividing the NAVD 88
 HW0069.geopotential number by the normal gravity value computed on the
 HW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0069.degrees latitude (g = 980.6199 gals.).
 HW0069
 HW0069.The modeled gravity was interpolated from observed gravity values.
 HW0069
 HW0069;                    North         East     Units Scale Factor Converg.
 HW0069;SPC VA N     - 2,139,360.913 3,526,099.632   MT  0.99996245   +0 11 16.2
 HW0069;SPC VA N     - 7,018,886.60 11,568,545.21   sFT  0.99996245   +0 11 16.2
 HW0069;UTM  17      - 4,311,827.338   742,828.323   MT  1.00032615   +1 45 38.1
 HW0069
 HW0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW0069!SPC VA N     -   0.99997422  x   0.99996245  =   0.99993668
 HW0069!UTM  17      -   0.99997422  x   1.00032615  =   1.00030037
 HW0069
 HW0069|---------------------------------------------------------------------|
 HW0069| PID    Reference Object                     Distance      Geod. Az  |
 HW0069|                                                           dddmmss.s |
 HW0069| DC3426 FRONT ROYAL RM 1                      9.250 METERS 11257     |
 HW0069| DC3427 FRONT ROYAL RM 2                     32.650 METERS 20700     |
 HW0069| HW3159 FRONT ROYAL 2                        51.031 METERS 22324     |
 HW0069| HW3283 MENEKA                              APPROX.12.2 KM 2843712.9 |
 HW0069| DC3428 FRONT ROYAL RM 3 AZIMUTH                           2860121.7 |
 HW0069|---------------------------------------------------------------------|
 HW0069
 HW0069                          SUPERSEDED SURVEY CONTROL
 HW0069
 HW0069  NAD 83(1986)-  38 55 18.41516(N)    078 11 56.51537(W) AD(       ) 3
 HW0069  NAD 27      -  38 55 18.02110(N)    078 11 57.52900(W) AD(       ) 3
 HW0069  NGVD 29 (??/??/92)  197.852  (m)          649.12   (f) ADJ UNCH    2 0
 HW0069
 HW0069.Superseded values are not recommended for survey control.
 HW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0069.See file dsdata.txt to determine how the superseded data were derived.
 HW0069
 HW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4282811827(NAD 83)
 HW0069_MARKER: DS = TRIANGULATION STATION DISK
 HW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0069_STAMPING: FRONT ROYAL 1933
 HW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0069+STABILITY: SURFACE MOTION
 HW0069
 HW0069  HISTORY     - Date     Condition        Report By
 HW0069  HISTORY     - 1933     MONUMENTED       CGS
 HW0069  HISTORY     - 1942     GOOD             NGS
 HW0069  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HW0069
 HW0069                          STATION DESCRIPTION
 HW0069
 HW0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 HW0069'STATION IS ABOUT 0.5 MILE W OF COURTHOUSE IN FRONT ROYAL,
 HW0069'VIRGINIA.  LOCATED ON THE PROPERTY OF MRS. K.E. BUCK AND ALONG
 HW0069'FENCE LINE DIVIDING HER PROPERTY AND THE PROPERTY OF THE RANDOLPH
 HW0069'MACON ACADEMY.  IT IS ABOUT 180 FEET NW OF THE BUCK HOME AND
 HW0069'ABOUT 160 YARDS SW OF THE ACADEMY DOME.  ABOUT 3 FEET SSW
 HW0069'OF SAID FENCE LINE.
 HW0069'
 HW0069'SURFACE, UNDERGROUND, AND REFERENCE MARKS NOS. 1 AND 2 ARE
 HW0069'STANDARD BRONZE DISKS SET IN CONCRETE.
 HW0069'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET
 HW0069'IN CONCRETE, IN OUTCROPPING BEDROCK.
 HW0069'
 HW0069'REFERENCE MARK NO. 1 IS ESE OF STATION ALONG NORTHERN FENCE
 HW0069'OF BUCK PROPERTY.
 HW0069'
 HW0069'REFERENCE MARK NO. 2 IS SSW OF STATION ON FENCE LINE RUNNING
 HW0069'ALONG NORTHERN EDGE OF TIMBERED TRACT DIRECTLY IN REAR OF
 HW0069'BUCK HOME.
 HW0069'
 HW0069'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 300 YARDS W OF
 HW0069'STATION.  ABOUT 150 FEET NE OF HOME OF WILLIAM TRENARY, AND
 HW0069'200 FEET N OF TOP OF KNOLL ON WHICH HOUSE AND BARN ARE LOCATED.
 HW0069'
 HW0069'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 HW0069
 HW0069                          STATION RECOVERY (1942)
 HW0069
 HW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0069'AT FRONT ROYAL.
 HW0069'THE MARK IS 0.5 MILE WEST OF THE COURT HOUSE AT FRONT ROYAL, ABOUT
 HW0069'500 FEET SOUTHWEST OF THE DOME OF THE RANDOLPH-MACON ACADEMY,
 HW0069'180 FEET NORTHWEST OF A DWELLING HOUSE, 3 FEET SOUTH OF A FENCE
 HW0069'LINE DIVIDING A SMALL CULTIVATED GARDEN FROM A SMALL PLAYING
 HW0069'FIELD ON THE ACADEMY GROUNDS, ON A HILL OVERLOOKING THE CITY OF
 HW0069'FRONT ROYAL, A STANDARD TRIANGULATION STATION DISK SET IN THE
 HW0069'TOP OF A CONCRETE POST PROJECTION ONE INCH ABOVE THE GROUND AND
 HW0069'COVERED BY VINES.  A STANDARD TRIANGULATION STATION DISK, STAMPED
 HW0069'FRONT ROYAL 1933.
 HW0069
 HW0069                          STATION RECOVERY (1953)
 HW0069
 HW0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CAS)
 HW0069'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 HW0069'STATION AND REFERENCE MARKS 1 AND 2 WERE DESTROYED.  A NEW
 HW0069'STATION WAS SET 51.030 M. S-SW OF THE ORIGINAL MARK.  THE ANGLE
 HW0069'FROM THE NEW STATION TO THE AZIMUTH MARK IS 62 DEG 37 MIN 17.3 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3159 ***********************************************************************
 HW3159  DESIGNATION -  FRONT ROYAL 2
 HW3159  PID         -  HW3159
 HW3159  STATE/COUNTY-  VA/WARREN
 HW3159  USGS QUAD   -  FRONT ROYAL (1994)
 HW3159
 HW3159                         *CURRENT SURVEY CONTROL
 HW3159  ___________________________________________________________________
 HW3159* NAD 83(1993)-  38 55 17.21169(N)    078 11 57.96233(W)     ADJUSTED  
 HW3159* NAVD 88     -       196.879  (meters)     645.93   (feet)  ADJUSTED  
 HW3159  ___________________________________________________________________
 HW3159  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 HW3159  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HW3159  DYNAMIC HT  -         196.751 (meters)     645.51  (feet)  COMP
 HW3159  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 HW3159
 HW3159  HORZ ORDER  -  SECOND
 HW3159  VERT ORDER  -  FIRST     CLASS II
 HW3159
 HW3159.The horizontal coordinates were established by classical geodetic methods
 HW3159.and adjusted by the National Geodetic Survey in November 1994..
 HW3159
 HW3159.The orthometric height was determined by differential leveling
 HW3159.and adjusted by the National Geodetic Survey in June 1991..
 HW3159
 HW3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3159
 HW3159.The geoid height was determined by GEOID03.
 HW3159
 HW3159.The dynamic height is computed by dividing the NAVD 88
 HW3159.geopotential number by the normal gravity value computed on the
 HW3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW3159.degrees latitude (g = 980.6199 gals.).
 HW3159
 HW3159.The modeled gravity was interpolated from observed gravity values.
 HW3159
 HW3159;                    North         East     Units Scale Factor Converg.
 HW3159;SPC VA N     - 2,139,323.723 3,526,064.692   MT  0.99996242   +0 11 15.3
 HW3159;SPC VA N     - 7,018,764.58 11,568,430.58   sFT  0.99996242   +0 11 15.3
 HW3159;UTM  17      - 4,311,789.189   742,794.404   MT  1.00032594   +1 45 37.2
 HW3159
 HW3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HW3159!SPC VA N     -   0.99997434  x   0.99996242  =   0.99993677
 HW3159!UTM  17      -   0.99997434  x   1.00032594  =   1.00030028
 HW3159
 HW3159|---------------------------------------------------------------------|
 HW3159| PID    Reference Object                     Distance      Geod. Az  |
 HW3159|                                                           dddmmss.s |
 HW3159| HW0069 FRONT ROYAL                          51.031 METERS 04324     |
 HW3159| DC3429 FRONT ROYAL 2 RM 4                   16.712 METERS 24155     |
 HW3159| DC3428 FRONT ROYAL RM 3 AZIMUTH                           2952713.1 |
 HW3159| DC3430 FRONT ROYAL 2 RM 5                   11.793 METERS 32929     |
 HW3159|---------------------------------------------------------------------|
 HW3159
 HW3159                          SUPERSEDED SURVEY CONTROL
 HW3159
 HW3159  NAD 83(1986)-  38 55 17.21283(N)    078 11 57.97089(W) AD(       ) 2
 HW3159  NAD 27      -  38 55 16.81880(N)    078 11 58.98450(W) AD(       ) 2
 HW3159
 HW3159.Superseded values are not recommended for survey control.
 HW3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3159.See file dsdata.txt to determine how the superseded data were derived.
 HW3159
 HW3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4279411789(NAD 83)
 HW3159_MARKER: DS = TRIANGULATION STATION DISK
 HW3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW3159_SP_SET: CONCRETE POST
 HW3159_STAMPING: FRONT ROYAL 2 1953
 HW3159_MARK LOGO: CGS   
 HW3159_PROJECTION: FLUSH
 HW3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 HW3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW3159+STABILITY: SURFACE MOTION
 HW3159
 HW3159  HISTORY     - Date     Condition        Report By
 HW3159  HISTORY     - 1953     MONUMENTED       CGS
 HW3159  HISTORY     - 1983     GOOD             NGS
 HW3159  HISTORY     - 1993     GOOD             USGS
 HW3159
 HW3159                          STATION DESCRIPTION
 HW3159
 HW3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CAS)
 HW3159'STATION IS LOCATED ABOUT 0.5 MI. W OF THE COURTHOUSE IN FRONT
 HW3159'ROYAL, ON THE PROPERTY OF RANDOLPH MACON ACADEMY, ABOUT 200 YD.
 HW3159'SW OF THE ACADEMY DOME, ABOUT 15 FT. S OF THE TREE LINE, AND
 HW3159'ABOUT 50 FT. E OF A N-S FENCE LINE.  THERE IS AN UNDERGROUND
 HW3159'MARK CONSISTING OF A STANDARD DISK, STAMPED FRONT ROYAL 1953
 HW3159'(THE 2 WAS OMITTED) SET IN CONCRETE AND ABOUT 30 IN. UNDER
 HW3159'GROUND.  THE SURFACE MARK IS A STANDARD STATION DISK, STAMPED
 HW3159'FRONT ROYAL 2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER
 HW3159'PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 HW3159'
 HW3159'REFERENCE MARK 3 IS ABOUT 300 YD. W OF THE STATION, ON THE
 HW3159'SIDE OF A KNOLL, IN OUTCROPPING BEDROCK, ABOUT 150 FT. NE OF THE
 HW3159'WILLIAM TRENARY HOUSE, AND 200 FT. N OF THE TOP OF THE KNOLL.
 HW3159'IT IS A STANDARD REFERENCE-MARK DISK AND PROJECTS ABOUT 6 IN.
 HW3159'ABOVE THE GROUND.
 HW3159'
 HW3159'REFERENCE MARK 4 IS SW OF THE STATION, 3 FT. E OF THE FENCE
 HW3159'LINE, AND 4 FT. S OF A GATE.  IT IS A STANDARD REFERENCE-MARK
 HW3159'DISK, STAMPED FRONT ROYAL 2 1953 AND SET IN THE TOP OF A
 HW3159'CONCRETE CYLINDER PROJECTING ABOUT 4 IN. ABOVE THE GROUND.
 HW3159'
 HW3159'REFERENCE MARK 5 IS NW OF THE STATION, 4 FT. E OF THE FENCE
 HW3159'LINE, AND 5 FT. S OF THE LINE OF TREES.  IT IS A STANDARD
 HW3159'REFERENCE-MARK DISK, STAMPED FRONT ROYAL 2 1953 AND SET IN
 HW3159'THE TOP OF A CONCRETE CYLINDER PROJECTING 4 IN. ABOVE THE
 HW3159'GROUND.
 HW3159'
 HW3159'THE ANGLE FROM THE AZIMUTH MARK TO THE OLD STATION IS 107 DEG
 HW3159'56 MIN 50.3 SEC.  THE ANGLE FROM THE NEW STATION TO THE AZIMUTH
 HW3159'MARK IS 62 DEG 37 MIN 17.3 SEC.  THE DISTANCE BETWEEN THE NEW
 HW3159'STATION AND THE OLD STATION IS 51.030 M.
 HW3159
 HW3159                          STATION RECOVERY (1983)
 HW3159
 HW3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW3159'IN FRONT ROYAL.
 HW3159'IN FRONT ROYAL, ALONG WEST MAIN STREET, ON THE PROPERTY OF RANDOLF
 HW3159'MACON MILITARY ACADEMY, ABOUT 182.88 METERS (600 FT) SOUTHWEST OF THE
 HW3159'ACADEMY DOME AND NEAR FACULTY HOUSING, 14.08 METERS (46.2 FT)
 HW3159'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF A PORCH WHICH IS ATTACHED
 HW3159'TO A ONE STORY BRICK HOUSE, 10.30 METERS (33.8 FT) SOUTH-SOUTHWEST OF
 HW3159'THE SOUTHWEST CORNER OF A TENNIS COURT, 6.40 METERS (21.0 FT)
 HW3159'SOUTHWEST OF AN OAK TREE AT END OF PAVED DRIVE.
 HW3159'THE MARK IS 4.57 M ABOVE WEST MAIN STREET.
 HW3159
 HW3159                          STATION RECOVERY (1993)
 HW3159
 HW3159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 HW3159'STATION ON GROUNDS OF RANDOLPH MACON ACADEMY, 20' SOUTHERLY FROM
 HW3159'WESTERLY PROLONGATION OF THE FRONT WALL OF THE CHAPEL AND 185'
 HW3159'WESTERLY FROM THE W/S OF CHAPEL, S 34 DEGREES W 82.6' FROM S/E CORNER
 HW3159'OF ACADAMY BUILDING, N 2 DEGREES W 54.3' FROM N/W BRICK CORNER OF
 HW3159'RESIDENCE, RM4 S 70 DEGREES W 16.712M, RM5 N 22 DEGREES W 11.793M
 HW3159'(DISK MISSING), AZM (RM3) N 56 DEGREES W 900' (PACED), (DRILL HOLE IN
 HW3159'ROCK OUTCROP, DISK STOLEN), S 15 DEGREES W 192' FROM POLE, S 84
 HW3159'DEGREES E 144' FROM ANOTHER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3258 ***********************************************************************
 HW3258  DESIGNATION -  FRONT ROYAL AMER VISCOSE STK
 HW3258  PID         -  HW3258
 HW3258  STATE/COUNTY-  VA/WARREN
 HW3258  USGS QUAD   -  FRONT ROYAL (1994)
 HW3258
 HW3258                         *CURRENT SURVEY CONTROL
 HW3258  ___________________________________________________________________
 HW3258* NAD 83(1993)-  38 55 39.35462(N)    078 12 34.21458(W)     ADJUSTED  
 HW3258* NAVD 88     -                                                        
 HW3258  ___________________________________________________________________
 HW3258  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HW3258  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HW3258
 HW3258  HORZ ORDER  -  THIRD
 HW3258
 HW3258.The horizontal coordinates were established by classical geodetic methods
 HW3258.and adjusted by the National Geodetic Survey in November 1994..
 HW3258
 HW3258
 HW3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3258
 HW3258.The geoid height was determined by GEOID03.
 HW3258
 HW3258;                    North         East     Units Scale Factor Converg.
 HW3258;SPC VA N     - 2,140,003.709 3,525,189.271   MT  0.99996299   +0 10 52.7
 HW3258;SPC VA N     - 7,020,995.50 11,565,558.47   sFT  0.99996299   +0 10 52.7
 HW3258;UTM  17      - 4,312,445.128   741,900.327   MT  1.00032060   +1 45 15.2
 HW3258
 HW3258                          SUPERSEDED SURVEY CONTROL
 HW3258
 HW3258  NAD 83(1986)-  38 55 39.35590(N)    078 12 34.22397(W) AD(       ) 4
 HW3258  NAD 27      -  38 55 38.95900(N)    078 12 35.21900(W) AD(       ) 3
 HW3258
 HW3258.Superseded values are not recommended for survey control.
 HW3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3258.See file dsdata.txt to determine how the superseded data were derived.
 HW3258
 HW3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4190012445(NAD 83)
 HW3258_MARKER: 63 = STACK
 HW3258
 HW3258  HISTORY     - Date     Condition        Report By
 HW3258  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3258  HISTORY     - 1959     GOOD             CGS
 HW3258
 HW3258                          STATION DESCRIPTION
 HW3258
 HW3258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3258'THE STATION IS THE CENTER OF THE TOP OF THE RED BRICK, ROUND
 HW3258'STACK LOCATED NEAR THE WEST SIDE OF THE FACTORY BUILDINGS.
 HW3258'THE STACK, 325 FEET HIGH AND 25 FEET IN DIAMETER, IS USED
 HW3258'TO CARRY FUMES FROM THE SPINNING DEPARTMENT.  THE FACTORY IS
 HW3258'ABOUT 1 MILE EAST OF THE TOWN OF FRONT ROYAL.
 HW3258
 HW3258                          STATION RECOVERY (1959)
 HW3258
 HW3258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 HW3258'STATION RECOVERED IN GOOD CONDITION AS DISCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3259 ***********************************************************************
 HW3259  DESIGNATION -  FRONT ROYAL AMER VISCOSE TANK
 HW3259  PID         -  HW3259
 HW3259  STATE/COUNTY-  VA/WARREN
 HW3259  USGS QUAD   -  FRONT ROYAL (1994)
 HW3259
 HW3259                         *CURRENT SURVEY CONTROL
 HW3259  ___________________________________________________________________
 HW3259* NAD 83(1993)-  38 55 28.51471(N)    078 12 30.20280(W)     ADJUSTED  
 HW3259* NAVD 88     -                                                        
 HW3259  ___________________________________________________________________
 HW3259  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HW3259  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HW3259
 HW3259  HORZ ORDER  -  THIRD
 HW3259
 HW3259.The horizontal coordinates were established by classical geodetic methods
 HW3259.and adjusted by the National Geodetic Survey in November 1994..
 HW3259
 HW3259
 HW3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3259
 HW3259.The geoid height was determined by GEOID03.
 HW3259
 HW3259;                    North         East     Units Scale Factor Converg.
 HW3259;SPC VA N     - 2,139,669.757 3,525,286.962   MT  0.99996271   +0 10 55.2
 HW3259;SPC VA N     - 7,019,899.86 11,565,878.97   sFT  0.99996271   +0 10 55.2
 HW3259;UTM  17      - 4,312,113.864   742,007.186   MT  1.00032124   +1 45 17.3
 HW3259
 HW3259                          SUPERSEDED SURVEY CONTROL
 HW3259
 HW3259  NAD 83(1986)-  38 55 28.51632(N)    078 12 30.21252(W) AD(       ) 4
 HW3259  NAD 27      -  38 55 28.11400(N)    078 12 31.20000(W) AD(       ) 3
 HW3259
 HW3259.Superseded values are not recommended for survey control.
 HW3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3259.See file dsdata.txt to determine how the superseded data were derived.
 HW3259
 HW3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4200712114(NAD 83)
 HW3259_MARKER: 53 = ELEVATED TANK
 HW3259
 HW3259  HISTORY     - Date     Condition        Report By
 HW3259  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3259
 HW3259                          STATION DESCRIPTION
 HW3259
 HW3259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3259'THE STATION IS THE BALL ATOP THE 150 FOOT HIGH STEEL TANK
 HW3259'LOCATED NEAR THE SOUTHEAST EDGE OF THE FACTORY.  THE TANK IS
 HW3259'PAINTED BLACK AND SUPPORTED BY FOUR STEEL LEGS.  THE FACTORY
 HW3259'IS ABOUT 1 MILE WEST OF THE TOWN OF FRONT ROYAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0070 ***********************************************************************
 HW0070  DESIGNATION -  FRONT ROYAL BM
 HW0070  PID         -  HW0070
 HW0070  STATE/COUNTY-  VA/WARREN
 HW0070  USGS QUAD   -  FRONT ROYAL (1994)
 HW0070
 HW0070                         *CURRENT SURVEY CONTROL
 HW0070  ___________________________________________________________________
 HW0070* NAD 83(1986)-  38 55 06.     (N)    078 11 36.     (W)     SCALED    
 HW0070* NAVD 88     -       171.368  (meters)     562.23   (feet)  ADJUSTED  
 HW0070  ___________________________________________________________________
 HW0070  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HW0070  DYNAMIC HT  -         171.256 (meters)     561.86  (feet)  COMP
 HW0070  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 HW0070
 HW0070  VERT ORDER  -  FIRST     CLASS II
 HW0070
 HW0070.The horizontal coordinates were scaled from a topographic map and have
 HW0070.an estimated accuracy of +/- 6 seconds.
 HW0070
 HW0070.The orthometric height was determined by differential leveling
 HW0070.and adjusted by the National Geodetic Survey in June 1991..
 HW0070
 HW0070.The geoid height was determined by GEOID03.
 HW0070
 HW0070.The dynamic height is computed by dividing the NAVD 88
 HW0070.geopotential number by the normal gravity value computed on the
 HW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0070.degrees latitude (g = 980.6199 gals.).
 HW0070
 HW0070.The modeled gravity was interpolated from observed gravity values.
 HW0070
 HW0070;                    North         East    Units  Estimated Accuracy
 HW0070;SPC VA N     - 2,138,980.    3,526,600.      MT  (+/- 180 meters Scaled)
 HW0070
 HW0070                          SUPERSEDED SURVEY CONTROL
 HW0070
 HW0070  NGVD 29 (??/??/92)  171.575  (m)          562.91   (f) ADJ UNCH    1 2
 HW0070
 HW0070.Superseded values are not recommended for survey control.
 HW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0070.See file dsdata.txt to determine how the superseded data were derived.
 HW0070
 HW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD433114(NAD 83)
 HW0070_MARKER: DB = BENCH MARK DISK
 HW0070_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HW0070_STAMPING: FRONT ROYAL 1934
 HW0070_MARK LOGO: CGS   
 HW0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW0070+STABILITY: POSITION/ELEVATION WELL
 HW0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HW0070+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 HW0070
 HW0070  HISTORY     - Date     Condition        Report By
 HW0070  HISTORY     - 1934     MONUMENTED       CGS
 HW0070  HISTORY     - 1942     GOOD             NGS
 HW0070  HISTORY     - 1983     GOOD             NGS
 HW0070  HISTORY     - 20041128 GOOD             GEOCAC
 HW0070
 HW0070                          STATION DESCRIPTION
 HW0070
 HW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HW0070'AT FRONT ROYAL.
 HW0070'AT FRONT ROYAL, WARREN COUNTY, AT THE INTERSECTION OF MAIN
 HW0070'STREET AND ROYAL AVENUE, ABOUT 16 YARDS WEST OF THE CENTER LINE
 HW0070'OF ROYAL AVENUE, IN THE NORTH WALL OF THE METHODIST EPISCOPAL
 HW0070'CHURCH SOUTH, 3-1/2 FEET WEST OF THE NORTHEAST CORNER, AND
 HW0070'ABOUT 2-1/2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK,
 HW0070'STAMPED 562.843 FRONT ROYAL 1934 AND SET VERTICALLY.
 HW0070
 HW0070                          STATION RECOVERY (1942)
 HW0070
 HW0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HW0070'RECOVERED IN GOOD CONDITION.
 HW0070
 HW0070                          STATION RECOVERY (1983)
 HW0070
 HW0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HW0070'RECOVERED IN GOOD CONDITION, THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 HW0070'THE NAME OF THE CHURCH IS NOW UNITED METHODIST CHURCH.
 HW0070
 HW0070                          STATION RECOVERY (2004)
 HW0070
 HW0070'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HW0070'FOUND AS DESCRIBED. DISK STAMPING IS ACTUALLY '562.843 FRONT ROYAL
 HW0070'1934' (ADDING ELEVATION).
 HW0070' 
 HW0070' 
 HW0070'HANDHELD GARMIN ETREX GPS COORDINATES - N38 55 5.5, W078 11 37.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW3260 ***********************************************************************
 HW3260  DESIGNATION -  FRONT ROYAL MICROWAVE MAST
 HW3260  PID         -  HW3260
 HW3260  STATE/COUNTY-  VA/WARREN
 HW3260  USGS QUAD   -  FRONT ROYAL (1994)
 HW3260
 HW3260                         *CURRENT SURVEY CONTROL
 HW3260  ___________________________________________________________________
 HW3260* NAD 83(1993)-  38 53 35.00271(N)    078 09 41.62886(W)     ADJUSTED  
 HW3260* NAVD 88     -                                                        
 HW3260  ___________________________________________________________________
 HW3260  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 HW3260  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HW3260
 HW3260  HORZ ORDER  -  THIRD
 HW3260
 HW3260.The horizontal coordinates were established by classical geodetic methods
 HW3260.and adjusted by the National Geodetic Survey in November 1994..
 HW3260
 HW3260
 HW3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 HW3260
 HW3260.The geoid height was determined by GEOID03.
 HW3260
 HW3260;                    North         East     Units Scale Factor Converg.
 HW3260;SPC VA N     - 2,136,183.463 3,529,360.369   MT  0.99995992   +0 12 40.4
 HW3260;SPC VA N     - 7,008,461.91 11,579,243.14   sFT  0.99995992   +0 12 40.4
 HW3260;UTM  17      - 4,308,739.396   746,176.271   MT  1.00034631   +1 46 59.0
 HW3260
 HW3260                          SUPERSEDED SURVEY CONTROL
 HW3260
 HW3260  NAD 83(1986)-  38 53 35.00420(N)    078 09 41.63835(W) AD(       ) 4
 HW3260  NAD 27      -  38 53 34.60300(N)    078 09 42.63800(W) AD(       ) 3
 HW3260
 HW3260.Superseded values are not recommended for survey control.
 HW3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW3260.See file dsdata.txt to determine how the superseded data were derived.
 HW3260
 HW3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD4617608739(NAD 83)
 HW3260_MARKER: 44 = MICROWAVE MAST
 HW3260
 HW3260  HISTORY     - Date     Condition        Report By
 HW3260  HISTORY     - 1957     FIRST OBSERVED   CGS
 HW3260
 HW3260                          STATION DESCRIPTION
 HW3260
 HW3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 HW3260'THE STATION IS THE CENTER OF THE TOP OF THE SLENDER STEEL
 HW3260'MAST LOCATED ABOUT 2.5 MILES SOUTHEAST OF FRONT ROYAL AND 1
 HW3260'MILE SOUTH OF STATE HIGHWAY 55.
 HW3260'
 HW3260'FROM LOCAL INFORMATION, THE MAST IS OWNED AND OPERATED BY
 HW3260'THE AMERICAN TELEPHONE AND TELEGRAPH CO. BUT NO DEFINATE
 HW3260'IMFORMATION COULD BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8423 ***********************************************************************
 HV8423  DESIGNATION -  FRYPAN
 HV8423  PID         -  HV8423
 HV8423  STATE/COUNTY-  VA/FAIRFAX
 HV8423  USGS QUAD   -  HERNDON (1994)
 HV8423
 HV8423                         *CURRENT SURVEY CONTROL
 HV8423  ___________________________________________________________________
 HV8423* NAD 83(1993)-  38 56 06.27718(N)    077 24 29.60664(W)     ADJUSTED  
 HV8423* NAVD 88     -       114.0    (meters)     374.     (feet)  VERTCON   
 HV8423  ___________________________________________________________________
 HV8423  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 HV8423  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV8423
 HV8423  HORZ ORDER  -  SECOND
 HV8423
 HV8423.The horizontal coordinates were established by classical geodetic methods
 HV8423.and adjusted by the National Geodetic Survey in November 1994..
 HV8423
 HV8423.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8423
 HV8423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8423
 HV8423.The geoid height was determined by GEOID03.
 HV8423
 HV8423;                    North         East     Units Scale Factor Converg.
 HV8423;SPC VA N     - 2,141,356.912 3,594,657.325   MT  0.99996371   +0 40 53.0
 HV8423;SPC VA N     - 7,025,435.14 11,793,471.57   sFT  0.99996371   +0 40 53.0
 HV8423;UTM  18      - 4,312,329.748   291,264.167   MT  1.00013654   -1 30 50.3
 HV8423
 HV8423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8423!SPC VA N     -   0.99998711  x   0.99996371  =   0.99995082
 HV8423!UTM  18      -   0.99998711  x   1.00013654  =   1.00012365
 HV8423
 HV8423                          SUPERSEDED SURVEY CONTROL
 HV8423
 HV8423  NAD 83(1993)-  38 56 06.27707(N)    077 24 29.61030(W) AD(       ) 2
 HV8423  NAD 83(1986)-  38 56 06.27690(N)    077 24 29.61904(W) AD(       ) 2
 HV8423  NGVD 29 (01/12/90)  114.2    (m)          375.     (f) VERT ANG       
 HV8423
 HV8423.Superseded values are not recommended for survey control.
 HV8423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8423.See file dsdata.txt to determine how the superseded data were derived.
 HV8423
 HV8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9126412330(NAD 83)
 HV8423_MARKER: DD = SURVEY DISK
 HV8423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV8423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV8423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV8423+STABILITY: SURFACE MOTION
 HV8423
 HV8423  HISTORY     - Date     Condition        Report By
 HV8423  HISTORY     - 1969     MONUMENTED       VA-059
 HV8423  HISTORY     - 1974     GOOD             VA-059
 HV8423  HISTORY     - 1975     GOOD             VA-059
 HV8423
 HV8423                          STATION DESCRIPTION
 HV8423
 HV8423'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8423'STATION IS 3.1 MILES NORTH NORTHEAST OF CHANTILLY AND 1.1 MILES EAST
 HV8423'OF DULLES INTERNATIONAL AIRPORT EAST BOUNDARY.
 HV8423'
 HV8423'STATION IS ON THE RIGHT-OF-WAY LINE AT THE SOUTHWEST CORNER OF THE
 HV8423'INTERSECTION OF WEST OX ROAD, ROUTE 608, AND FLORIS LANE.
 HV8423'
 HV8423'FROM CHANTILLY PROCEED EAST NORTHEAST ON CENTREVILLE ROAD, ROUTE 657,
 HV8423'3.1 MILES TO FLORIS LANE AND INTERSECTION WEST OX ROAD.  RIGHT
 HV8423'(SOUTHEAST) ON SAME 0.3 MILES TO INTERSECTION FLORIS LANE AND STATION
 HV8423'ON RIGHT, 25 FEET SOUTHWEST OF CENTER LINE WEST OX ROAD OPPOSITE, 25
 HV8423'FEET NORTHWEST OF CENTER LINE FLORIS LANE OPPOSITE, 49.8 FEET
 HV8423'NORTHEAST OF VEPCO POLE EN-62, SET IN A CONCRETE MASS.
 HV8423'
 HV8423'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---FRYPAN 1969---.
 HV8423
 HV8423                          STATION RECOVERY (1974)
 HV8423
 HV8423'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1974 (EYB)
 HV8423'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER THE ORIGINAL
 HV8423'DESCRIPTION.
 HV8423
 HV8423                          STATION RECOVERY (1975)
 HV8423
 HV8423'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1975 (EYB)
 HV8423'THE STATION WAS RECOVERED IN GOOD CONDITION. SEE FAIRFAX COUNTY TAX
 HV8423'MAP 25-1, REVISED TO 1-1-76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GX3273 ***********************************************************************
 GX3273  DESIGNATION -  FUDGE 1957
 GX3273  PID         -  GX3273
 GX3273  STATE/COUNTY-  VA/ALLEGHANY
 GX3273  USGS QUAD   -  CALLAGHAN (1977)
 GX3273
 GX3273                         *CURRENT SURVEY CONTROL
 GX3273  ___________________________________________________________________
 GX3273* NAD 83(1993)-  37 47 08.67547(N)    080 00 46.00638(W)     ADJUSTED  
 GX3273* NAVD 88     -       488.4    (meters)    1602.     (feet)  VERTCON   
 GX3273  ___________________________________________________________________
 GX3273  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GX3273  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 GX3273
 GX3273  HORZ ORDER  -  SECOND
 GX3273
 GX3273.The horizontal coordinates were established by classical geodetic methods
 GX3273.and adjusted by the National Geodetic Survey in November 1994..
 GX3273
 GX3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 GX3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GX3273
 GX3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 GX3273
 GX3273.The geoid height was determined by GEOID03.
 GX3273
 GX3273;                    North         East     Units Scale Factor Converg.
 GX3273;SPC VA S     - 1,162,252.103 3,366,752.639   MT  0.99997198   -0 55 05.3
 GX3273;SPC VA S     - 3,813,155.44 11,045,754.28   sFT  0.99997198   -0 55 05.3
 GX3273;UTM  17      - 4,182,502.097   586,927.968   MT  0.99969307   +0 36 17.7
 GX3273
 GX3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GX3273!SPC VA S     -   0.99992838  x   0.99997198  =   0.99990037
 GX3273!UTM  17      -   0.99992838  x   0.99969307  =   0.99962148
 GX3273
 GX3273:                Primary Azimuth Mark                     Grid Az
 GX3273:SPC VA S     -  COVINGTON RAD STA WCFE MAST              129 52 08.9
 GX3273:UTM  17      -  COVINGTON RAD STA WCFE MAST              128 20 45.9
 GX3273
 GX3273|---------------------------------------------------------------------|
 GX3273| PID    Reference Object                     Distance      Geod. Az  |
 GX3273|                                                           dddmmss.s |
 GX3273| GW2285 COVINGTON RAD STA WCFE MAST         APPROX. 3.2 KM 1285703.6 |
 GX3273|---------------------------------------------------------------------|
 GX3273
 GX3273                          SUPERSEDED SURVEY CONTROL
 GX3273
 GX3273  NAD 83(1986)-  37 47 08.67469(N)    080 00 46.02228(W) AD(       ) 2
 GX3273  NAD 27      -  37 47 08.22620(N)    080 00 46.81010(W) AD(       ) 2
 GX3273  NGVD 29 (07/19/86)  488.6    (m)         1603.     (f) VERT ANG       
 GX3273
 GX3273.Superseded values are not recommended for survey control.
 GX3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GX3273.See file dsdata.txt to determine how the superseded data were derived.
 GX3273
 GX3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB8692882502(NAD 83)
 GX3273_MARKER: DE = TRAVERSE STATION DISK
 GX3273_SETTING: 0 = UNSPECIFIED SETTING
 GX3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GX3273
 GX3273  HISTORY     - Date     Condition        Report By
 GX3273  HISTORY     - 1957     MONUMENTED       CGS
 GX3273  HISTORY     - 1963     GOOD             CGS
 GX3273
 GX3273                          STATION DESCRIPTION
 GX3273
 GX3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCC)
 GX3273'THE STATION IS LOCATED ABOUT 1 MILE WEST OF COVINGTON AND
 GX3273'ON THE SOUTH SIDE OF A WOODED KNOLL.  IT IS 72 FEET SOUTH
 GX3273'OF THE TOP OF KNOLL WITH A TRIANGULAR BLAZED OAK TREE, 9
 GX3273'FEET NORTH NORTHEAST OF A 8 INCH TRIANGULAR BLAZED OAK TREE
 GX3273'AND 30 FEET SOUTH WEST OF A 14 INCH TRIANGULAR BLAZED OAK
 GX3273'TREE.  THE DISK IS A STANDARD TRAVERSE DISK BRAZED TO THE
 GX3273'TOP OF A 2 INCH PIPE THAT PROJECTS ABOUT 14 INCHES AND IS
 GX3273'STAMPED FUDGE 1957.
 GX3273'
 GX3273'TO REACH FROM THE U.S. POST OFFICE IN COVINGTON, GO SOUTHWEST
 GX3273'ON MAIN ST. FOR 0.25 MILE TO THE INTERSECTION OF LEXINGTON
 GX3273'ST.  TURN LEFT AND GO SOUTHEAST ON LEXINGTON ST. FOR 1.1 MILE
 GX3273'TO THE JACKSON RIVER BRIDGE.  CROSS BRIDGE AND GO SOUTHERLY
 GX3273'ON MAIN TRAVEL ROAD FOR 0.0.5 MILE TO A SIDE STREET ON RIGHT.
 GX3273'TURN RIGHT ON PARKLIN DRIVE ST. AND GO SOUTHWESTERLY FOR
 GX3273'0.15 MILE TO FORK, KEEP RIGHT FORK ON MAIN TRAVEL ROAD FOR
 GX3273'0.3 MILE TO FORK.  TAKE RIGHT FORK AND FOLLOW MAIN TRAVEL
 GX3273'ROAD UP CREEK FOR 1.2 MILES TO END OF TRUCK TRAVEL THIS IS
 GX3273'JUST AFTER CROSSING CREEK.  FROM HERE PACK UP RAVIN A SHORT
 GX3273'WAYS THEN BEAR RIGHT FOLLOWING RIDGE TO THE NORTH FOR ABOUT
 GX3273'10 MINUTES TO STATION.
 GX3273
 GX3273                          STATION RECOVERY (1963)
 GX3273
 GX3273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCB)
 GX3273'STATION WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION.
 GX3273'THE PIPE MARK IS NOT TO FIRM IN THE GROUND.  THE ORIGINAL
 GX3273'DESCRIPTION IS ADEQUATE EXCEPT THE TRIANGLE BLAZED TREES
 GX3273'HAVE BEEN CUT DOWN AND ONLY THE STUMPS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE4247 ***********************************************************************
 AE4247  TIDAL BM    -  This is a Tidal Bench Mark.
 AE4247  DESIGNATION -  FUEL
 AE4247  PID         -  AE4247
 AE4247  STATE/COUNTY-  VA/YORK
 AE4247  USGS QUAD   -  POQUOSON WEST (1983)
 AE4247
 AE4247                         *CURRENT SURVEY CONTROL
 AE4247  ___________________________________________________________________
 AE4247* NAD 83(1993)-  37 13 34.39437(N)    076 28 35.01481(W)     ADJUSTED  
 AE4247* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AE4247  ___________________________________________________________________
 AE4247  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AE4247  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AE4247
 AE4247  HORZ ORDER  -  THIRD
 AE4247
 AE4247.The horizontal coordinates were established by classical geodetic methods
 AE4247.and adjusted by the National Geodetic Survey in June 1997..
 AE4247
 AE4247.The orthometric height was scaled from a topographic map.
 AE4247
 AE4247.This Tidal Bench Mark is designated as VM 17490
 AE4247.by the Center for Operational Oceanographic Products and Services.
 AE4247
 AE4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4247
 AE4247.The geoid height was determined by GEOID03.
 AE4247
 AE4247;                    North         East     Units Scale Factor Converg.
 AE4247;SPC VA S     - 1,101,012.257 3,679,566.598   MT  0.99994843   +1 13 41.4
 AE4247;SPC VA S     - 3,612,237.71 12,072,044.75   sFT  0.99994843   +1 13 41.4
 AE4247;UTM  18      - 4,120,989.253   369,022.627   MT  0.99981132   -0 53 35.8
 AE4247
 AE4247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4247!SPC VA S     -   1.00000476  x   0.99994843  =   0.99995319
 AE4247!UTM  18      -   1.00000476  x   0.99981132  =   0.99981608
 AE4247
 AE4247                          SUPERSEDED SURVEY CONTROL
 AE4247
 AE4247.No superseded survey control is available for this station.
 AE4247
 AE4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG6902320989(NAD 83)
 AE4247_MARKER: DD = SURVEY DISK
 AE4247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4247
 AE4247  HISTORY     - Date     Condition        Report By
 AE4247  HISTORY     - 1988     MONUMENTED       NOS
 AE4247
 AE4247                          STATION DESCRIPTION
 AE4247
 AE4247'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (JDS)
 AE4247'THE STATION IS LOCATED ON THE EASTERN PORTION OF THE LARGE CONCRETE
 AE4247'FUEL PIER AT THE COAST GUARD TRAINING CENTER AT THE WORMLEY CREEK IN
 AE4247'YORKTOWN.
 AE4247'THE STATION CAN BE REACHED BY DRIVING TO THE NORTH EXTREME OF THE DOCK
 AE4247'AND WALKING EAST TO THE EASTERN END AND THE AREA OF THE STATION.
 AE4247'THE STATION IS A STANDARD NOS BRONZE DISK CEMENTED INTO A DRILL HOLE
 AE4247'IN THE CONCRETE PIER.  IT IS STAMPED---FUEL 1988---, AND IS LOCATED
 AE4247'31.49 METERS(103.33 FEET) WEST FROM THE EXTREME NORTHEAST CORNER OF
 AE4247'THE PIER, AND 1.04 METER(3.4 FEET) SOUTH FROM THE NORTH EDGE OF THE
 AE4247'CONCRETE PIER.
 AE4247'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AE4247'DESCRIBED BY J D SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0217 ***********************************************************************
 FX0217  DESIGNATION -  FULGHAM
 FX0217  PID         -  FX0217
 FX0217  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0217  USGS QUAD   -  BENNS CHURCH (1986)
 FX0217
 FX0217                         *CURRENT SURVEY CONTROL
 FX0217  ___________________________________________________________________
 FX0217* NAD 83(1993)-  36 53 27.19057(N)    076 29 59.68738(W)     ADJUSTED  
 FX0217* NAVD 88     -         5.923  (meters)      19.43   (feet)  ADJUSTED  
 FX0217  ___________________________________________________________________
 FX0217  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 FX0217  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FX0217  DYNAMIC HT  -           5.919 (meters)      19.42  (feet)  COMP
 FX0217  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 FX0217
 FX0217  HORZ ORDER  -  THIRD
 FX0217  VERT ORDER  -  FIRST     CLASS II
 FX0217
 FX0217.The horizontal coordinates were established by classical geodetic methods
 FX0217.and adjusted by the National Geodetic Survey in September 1995..
 FX0217
 FX0217.The orthometric height was determined by differential leveling
 FX0217.and adjusted by the National Geodetic Survey in June 1991..
 FX0217
 FX0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0217
 FX0217.The geoid height was determined by GEOID03.
 FX0217
 FX0217.The dynamic height is computed by dividing the NAVD 88
 FX0217.geopotential number by the normal gravity value computed on the
 FX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0217.degrees latitude (g = 980.6199 gals.).
 FX0217
 FX0217.The modeled gravity was interpolated from observed gravity values.
 FX0217
 FX0217;                    North         East     Units Scale Factor Converg.
 FX0217;SPC VA S     - 1,063,762.584 3,678,268.199   MT  0.99997978   +1 12 50.0
 FX0217;SPC VA S     - 3,490,027.74 12,067,784.92   sFT  0.99997978   +1 12 50.0
 FX0217;UTM  18      - 4,083,818.424   366,348.866   MT  0.99982006   -0 54 01.9
 FX0217
 FX0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0217!SPC VA S     -   1.00000481  x   0.99997978  =   0.99998459
 FX0217!UTM  18      -   1.00000481  x   0.99982006  =   0.99982487
 FX0217
 FX0217|---------------------------------------------------------------------|
 FX0217| PID    Reference Object                     Distance      Geod. Az  |
 FX0217|                                                           dddmmss.s |
 FX0217| DC8855 FULGHAM RM 1                         57.821 METERS 01351     |
 FX0217| DC8856 FULGHAM RM 2                         73.554 METERS 08528     |
 FX0217| FX3528 NANSEMOND RIVER BRIDGE E TWR        APPROX. 0.8 KM 1272220.1 |
 FX0217| FX3500 BRADFORD HOUSE CUPOLA               APPROX. 1.3 KM 1574502.8 |
 FX0217| FX3979 NIXS CLUBHOUSE                      APPROX. 1.1 KM 1993218.4 |
 FX0217| FX0914 NAG                                 APPROX. 1.4 KM 2182444.4 |
 FX0217|---------------------------------------------------------------------|
 FX0217
 FX0217                          SUPERSEDED SURVEY CONTROL
 FX0217
 FX0217  NAD 83(1986)-  36 53 27.19581(N)    076 29 59.72111(W) AD(       ) 3
 FX0217  NAD 27      -  36 53 26.65900(N)    076 30 00.89600(W) AD(       ) 3
 FX0217  NGVD 29 (??/??/92)    6.16   (m)           20.2    (f) COMPUTED    1 2
 FX0217
 FX0217.Superseded values are not recommended for survey control.
 FX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0217.See file dsdata.txt to determine how the superseded data were derived.
 FX0217
 FX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6634983818(NAD 83)
 FX0217_MARKER: DS = TRIANGULATION STATION DISK
 FX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0217_STAMPING: FULGHAM 1934
 FX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0217+STABILITY: SURFACE MOTION
 FX0217
 FX0217  HISTORY     - Date     Condition        Report By
 FX0217  HISTORY     - 1934     MONUMENTED       CGS
 FX0217  HISTORY     - 1943     GOOD             CGS
 FX0217  HISTORY     - 1944     GOOD             CGS
 FX0217  HISTORY     - 1952     GOOD             CGS
 FX0217  HISTORY     - 1957     MARK NOT FOUND   AMS
 FX0217  HISTORY     - 1960     GOOD             CGS
 FX0217  HISTORY     - 1971     GOOD             NGS
 FX0217  HISTORY     - 1971     GOOD             NGS
 FX0217
 FX0217                          STATION DESCRIPTION
 FX0217
 FX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAS)
 FX0217'THE STATION IS ON THE PROPERTY OF F.G. FULGHAM, COLORED, AND IN
 FX0217'HIS FRONT YARD WELL BACK FROM THE BANK, 28.3 FEET FROM THE
 FX0217'NEAREST CORNER OF HIS HOUSE, 44.4 FEET FROM THE EDGE OF A
 FX0217'20-FOOT VERTICAL BANK IN THE DIRECTION TO STATION BRADFORD, 199
 FX0217'FEET FROM A DITCH RUNNING ABOUT NORTH-SOUTH AND 31.9 FEET FROM
 FX0217'A SHACK ABOUT NORTHWEST OF THE STATION.
 FX0217'
 FX0217'THE PLACE IS REACHED FROM THE NORTH END OF THE NANSEMOND RIVER
 FX0217'BRIDGE BY CONTINUING NORTH ALONG U.S. HIGHWAY 17 FOR ABOUT 1
 FX0217'MILE, THEN TURNING LEFT ON HIGHWAY 192 AND FOLLOWING THIS TO
 FX0217'THE FIRST DIRT ROAD TO THE LEFT.  THIS LAST DIRT ROAD WILL LEAD
 FX0217'TO THE FULGHAM HOME AND STATION.
 FX0217'
 FX0217'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FX0217'DISKS SET IN CONCRETE AS DESCRIBED.
 FX0217'
 FX0217'REFERENCE MARK NO. 1 IS PAST THE HOUSE NORTHERLY FROM THE
 FX0217'STATION.
 FX0217'
 FX0217'REFERENCE MARK NO. 2 IS EASTERLY OF THE STATION, ON THE FAR
 FX0217'SIDE OF THE DITCH.
 FX0217'
 FX0217'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 FX0217
 FX0217                          STATION RECOVERY (1943)
 FX0217
 FX0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 FX0217'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FX0217'ORIGINAL DESCRIPTION SHOULD BE CORRECTED BY MAKING THE FOLLOWING
 FX0217'CHANGES--
 FX0217'
 FX0217'1.  ON PROPERTY OF G.W. JONES, WHITE, NOT ON PROPERTY OF F.G.
 FX0217'FULGHAM, COLORED.
 FX0217'
 FX0217'2.  THE POINT ....  44.4 FEET FROM THE EDGE OF A 20-FOOT
 FX0217'VERTICAL BANK IN THE DIRECTION TO STATION BRADFORD, 199 FEET
 FX0217'FROM A DITCH RUNNING N-S AND 31.9 FEET FROM A SHACK ABOUT NW OF
 FX0217'THE STATION, SHOULD BE DELETED.
 FX0217'
 FX0217'3.  THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--STATION
 FX0217'IS 28.5 FEET SW OF SW CORNER OF 2-STORY WHITE HOUSE, 32.2 FEET N
 FX0217'OF A 22-INCH CHINABERRY TREE, 30.5 FEET W OF A 15-FOOT STUMP,
 FX0217'43 FEET E OF AN 18-INCH BLAZED ELM, 51.3 FEET SE OF THE FIRST
 FX0217'POWER POLE W OF HOUSE.  STATION MARK EXTENDS ONE INCH ABOVE
 FX0217'GROUND.
 FX0217'
 FX0217'4.  R.M. 1 IS ADJACENT TO E SIDE OF WIRE FENCE AND 71.5 FEET
 FX0217'SW ALONG FENCE FROM GAGE.  R.M. 2 IS ADJACENT TO N SIDE OF
 FX0217'FENCE 34.5 FEET SE ALONG FENCE FROM FENCE CORNER AND IN SMALL
 FX0217'DRAW.
 FX0217
 FX0217                          STATION RECOVERY (1944)
 FX0217
 FX0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP)
 FX0217'STATION RECOVERED AS DESCRIBED BY F.L.G. IN 1943.
 FX0217
 FX0217                          STATION RECOVERY (1952)
 FX0217
 FX0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 FX0217'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FX0217'GOOD CONDITION.
 FX0217'
 FX0217'STATION IS LOCATED ABOUT 1-1/2 MILES S OF VILLAGE OF CRITTENDEN
 FX0217'ON PROPERTY OF B.F. JONES (COLORED) ON N BANK OF NANSEMOND
 FX0217'RIVER, ABOUT 0.25 MILE W OF THE N END OF U.S. HIGHWAY 17 BRIDGE
 FX0217'OVER NANSEMOND RIVER, 24 FEET SW OF THE SW CORNER OF THE
 FX0217'HOUSE, 5 FEET E OF A TRIANGULAR-BLAZED 22-INCH ELM TREE, AND
 FX0217'FLUSH WITH THE GROUND.
 FX0217'
 FX0217'REFERENCE MARK 1 IS 143 FEET NNE OF THE NW CORNER OF THE
 FX0217'HOUSE, 70 FEET W OF THE W CORNER OF A BARN, 4 FEET SE OF A WATER
 FX0217'HYDRANT WHICH IS IN A FENCE LINE, AND PROJECTS 5 INCHES.
 FX0217'
 FX0217'REFERENCE MARK 2 IS E OF THE STATION MARK, 81 FEET S OF THE
 FX0217'SE CORNER OF A CONCRETE-BLOCK POULTRY HOUSE, 16 FEET S OF A
 FX0217'FENCE LINE, ABOUT 12 FEET N OF THE RIVER BANK, AND PROJECTS 1
 FX0217'INCH.
 FX0217'
 FX0217'TO REACH THE STATION FROM THE SE END OF THE BRIDGE OVER CHUCKATUCK
 FX0217'CREEK AT CRITTENDEN, PROCEED ABOUT 0.65 MILE SE ALONG U.S.
 FX0217'HIGHWAY 17, THENCE ABOUT 0.25 MILE SW ALONG COUNTY ROAD 628,
 FX0217'THENCE ABOUT 0.65 MILE S ALONG A PRIVATE ROAD TO RESIDENCE OF
 FX0217'B.F. JONES AND N BANK OF NANSEMOND RIVER.
 FX0217
 FX0217                          STATION RECOVERY (1957)
 FX0217
 FX0217'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 FX0217'STATION NOT RECOVERED.  REFERENCE MARK NO. 1 AND 2 RECOVERED
 FX0217'IN GOOD CONDITION.
 FX0217
 FX0217                          STATION RECOVERY (1960)
 FX0217
 FX0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX0217'STATION WAS RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS WERE
 FX0217'FOUND IN GOOD CONDITION.  THE TO REACH THE STATION IS ADEQUATE
 FX0217'AND COMPLETED FOR RECOVERY.
 FX0217
 FX0217                          STATION RECOVERY (1971)
 FX0217
 FX0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RRG)
 FX0217'THE STATION MARK, RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.
 FX0217'
 FX0217'TO REACH THE STATION FROM THE POST OFFICE IN HOBSON GO 0.55 MILE
 FX0217'NORTHEAST ALONG COUNTY ROAD 628, THENCE 0.65 MILE SOUTH ALONG A
 FX0217'PRIVATE ROAD TO THE G. W. JONES FARMHOUSE.  THE STATION IS ON THE
 FX0217'NORTH BANK OF THE NANSEMOND RIVER, 24 FEET SOUTHWEST OF THE
 FX0217'SOUTHWEST CORNER OF THE FARMHOUSE.
 FX0217'
 FX0217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 FX0217'SOUTHEAST.
 FX0217
 FX0217                          STATION RECOVERY (1971)
 FX0217
 FX0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FX0217'1.6 MI SE FROM CRITTENDEN.
 FX0217'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE SOUTHEAST
 FX0217'END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN,
 FX0217'THENCE 0.25 MILE SOUTHWEST ALONG COUNTY ROAD 628, THENCE 0.65
 FX0217'MILE SOUTH ALONG A PRIVATE ROAD TO THE G.W. JONES FARMHOUSE,
 FX0217'ON THE NORTH BANK OF THE NANSEMOND RIVER, 24.0 FEET SOUTHWEST
 FX0217'OF THE SOUTHWEST CORNER OF THE HOUSE, 22.2 FEET WEST-SOUTHWEST
 FX0217'OF THE SOUTHWEST CORNER OF THE PORCH ON THE HOUSE, 4 FEET
 FX0217'EAST OF THE EAST SIDE OF A 22-INCH ELM TREE, 242.0 FEET WEST
 FX0217'OF FULGHAM NO 2, 190.0 FEET SOUTH-SOUTHWEST OF FULGHAM NO 1, AND
 FX0217'SET IN THE TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE
 FX0217'SURFACE OF THE GROUND.  NOTE-- THIS MARK IS ALSO 0.55 MILE
 FX0217'NORTHEAST ALONG COUNTY ROAD 628 FROM THE POST OFFICE AT HOBSON,
 FX0217'THENCE 0.65 MILE SOUTH ALONG A PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0216 ***********************************************************************
 FX0216  DESIGNATION -  FULGHAM RM 1
 FX0216  PID         -  FX0216
 FX0216  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0216  USGS QUAD   -  BENNS CHURCH (1986)
 FX0216
 FX0216                         *CURRENT SURVEY CONTROL
 FX0216  ___________________________________________________________________
 FX0216* NAD 83(1986)-  36 53 27.     (N)    076 30 00.     (W)     SCALED    
 FX0216* NAVD 88     -         5.113  (meters)      16.77   (feet)  ADJUSTED  
 FX0216  ___________________________________________________________________
 FX0216  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FX0216  DYNAMIC HT  -           5.109 (meters)      16.76  (feet)  COMP
 FX0216  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 FX0216
 FX0216  VERT ORDER  -  FIRST     CLASS II
 FX0216
 FX0216.The horizontal coordinates were scaled from a topographic map and have
 FX0216.an estimated accuracy of +/- 6 seconds.
 FX0216
 FX0216.The orthometric height was determined by differential leveling
 FX0216.and adjusted by the National Geodetic Survey in June 1991..
 FX0216
 FX0216.The geoid height was determined by GEOID03.
 FX0216
 FX0216.The dynamic height is computed by dividing the NAVD 88
 FX0216.geopotential number by the normal gravity value computed on the
 FX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0216.degrees latitude (g = 980.6199 gals.).
 FX0216
 FX0216.The modeled gravity was interpolated from observed gravity values.
 FX0216
 FX0216;                    North         East    Units  Estimated Accuracy
 FX0216;SPC VA S     - 1,063,760.    3,678,260.      MT  (+/- 180 meters Scaled)
 FX0216
 FX0216                          SUPERSEDED SURVEY CONTROL
 FX0216
 FX0216  NGVD 29 (??/??/92)    5.34   (m)           17.5    (f) COMPUTED    1 2
 FX0216
 FX0216.Superseded values are not recommended for survey control.
 FX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0216.See file dsdata.txt to determine how the superseded data were derived.
 FX0216
 FX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF663838(NAD 83)
 FX0216_MARKER: DR = REFERENCE MARK DISK
 FX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0216_STAMPING: FULGHAM NO 1 1934
 FX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0216+STABILITY: SURFACE MOTION
 FX0216
 FX0216  HISTORY     - Date     Condition        Report By
 FX0216  HISTORY     - 1934     MONUMENTED       CGS
 FX0216  HISTORY     - 1971     GOOD             NGS
 FX0216
 FX0216                          STATION DESCRIPTION
 FX0216
 FX0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0216'1.6 MI SE FROM CRITTENDEN.
 FX0216'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE SOUTHEAST
 FX0216'END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN,
 FX0216'THENCE 0.25 MILE SOUTHWEST ALONG COUNTY ROAD 628, THENCE 0.65
 FX0216'MILE SOUTH ALONG A PRIVATE ROAD TO THE G.W. JONES FARMHOUSE, ON
 FX0216'THE NORTH BANK OF THE NANSEMOND RIVER, 143 FEET NORTH-NORTHEAST
 FX0216'OF THE NORTHWEST CORNER OF THE HOUSE, 70.0 FEET WEST OF THE
 FX0216'WEST CORNER OF A BARN, 69.0 FEET SOUTHWEST OF THE SOUTHWEST POST
 FX0216'IN A GATE, 255.5 FEET NORTHWEST OF FULGHAM RM 2, 190.0 FEET
 FX0216'NORTH-NORTHEAST OF TRIANGULATION STATION FULGHAM, AND SET IN
 FX0216'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 FX0218 ***********************************************************************
 FX0218  DESIGNATION -  FULGHAM RM 2
 FX0218  PID         -  FX0218
 FX0218  STATE/COUNTY-  VA/C OF SUFFOLK
 FX0218  USGS QUAD   -  NEWPORT NEWS SOUTH (1989)
 FX0218
 FX0218                         *CURRENT SURVEY CONTROL
 FX0218  ___________________________________________________________________
 FX0218* NAD 83(1986)-  36 53 28.     (N)    076 29 57.     (W)     SCALED    
 FX0218* NAVD 88     -         5.476  (meters)      17.97   (feet)  ADJUSTED  
 FX0218  ___________________________________________________________________
 FX0218  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 FX0218  DYNAMIC HT  -           5.472 (meters)      17.95  (feet)  COMP
 FX0218  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 FX0218
 FX0218  VERT ORDER  -  FIRST     CLASS II
 FX0218
 FX0218.The horizontal coordinates were scaled from a topographic map and have
 FX0218.an estimated accuracy of +/- 6 seconds.
 FX0218
 FX0218.The orthometric height was determined by differential leveling
 FX0218.and adjusted by the National Geodetic Survey in June 1991..
 FX0218
 FX0218.The geoid height was determined by GEOID03.
 FX0218
 FX0218.The dynamic height is computed by dividing the NAVD 88
 FX0218.geopotential number by the normal gravity value computed on the
 FX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0218.degrees latitude (g = 980.6199 gals.).
 FX0218
 FX0218.The modeled gravity was interpolated from observed gravity values.
 FX0218
 FX0218;                    North         East    Units  Estimated Accuracy
 FX0218;SPC VA S     - 1,063,790.    3,678,330.      MT  (+/- 180 meters Scaled)
 FX0218
 FX0218                          SUPERSEDED SURVEY CONTROL
 FX0218
 FX0218  NGVD 29 (??/??/92)    5.71   (m)           18.7    (f) COMPUTED    1 2
 FX0218
 FX0218.Superseded values are not recommended for survey control.
 FX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0218.See file dsdata.txt to determine how the superseded data were derived.
 FX0218
 FX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF664838(NAD 83)
 FX0218_MARKER: DR = REFERENCE MARK DISK
 FX0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0218_STAMPING: FULGHAM NO 2 1934
 FX0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0218+STABILITY: SURFACE MOTION
 FX0218
 FX0218  HISTORY     - Date     Condition        Report By
 FX0218  HISTORY     - 1934     MONUMENTED       CGS
 FX0218  HISTORY     - 1971     GOOD             NGS
 FX0218
 FX0218                          STATION DESCRIPTION
 FX0218
 FX0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FX0218'1.6 MI SE FROM CRITTENDEN.
 FX0218'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE SOUTHEAST
 FX0218'END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN,
 FX0218'THENCE 0.25 MILE SOUTHWEST ALONG COUNTY ROAD 628, THENCE 0.65
 FX0218'MILE SOUTH ALONG A PRIVATE ROAD TO THE G.W. JONES FARMHOUSE,
 FX0218'ON THE NORTH BANK OF THE NANSEMOND RIVER, 81 FEET SOUTH OF THE
 FX0218'SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 43 FEET EAST-SOUTHEAST
 FX0218'OF THE SOUTHWEST CORNER OF A FENCE, 16 FEET SOUTH OF AN EAST-WEST
 FX0218'FENCE, 12 FEET NORTH OF THE NORTH BANK OF THE RIVER, 255.5 FEET
 FX0218'SOUTHEAST OF FULGHAM RM 1, 242.0 FEET EAST OF TRIANGULATION
 FX0218'STATION FULGHAM, AND SET IN THE TOP OF A CONCRETE POST THAT
 FX0218'IS LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5245 ***********************************************************************
 GV5245  DESIGNATION -  FULTON 2 1943
 GV5245  PID         -  GV5245
 GV5245  STATE/COUNTY-  VA/C OF RICHMOND
 GV5245  USGS QUAD   -  RICHMOND (1994)
 GV5245
 GV5245                         *CURRENT SURVEY CONTROL
 GV5245  ___________________________________________________________________
 GV5245* NAD 83(1993)-  37 31 02.77688(N)    077 24 17.00537(W)     ADJUSTED  
 GV5245* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 GV5245  ___________________________________________________________________
 GV5245  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 GV5245  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV5245
 GV5245  HORZ ORDER  -  THIRD
 GV5245
 GV5245.The horizontal coordinates were established by classical geodetic methods
 GV5245.and adjusted by the National Geodetic Survey in November 1994..
 GV5245
 GV5245.The orthometric height was scaled from a topographic map.
 GV5245
 GV5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5245
 GV5245.The geoid height was determined by GEOID03.
 GV5245
 GV5245;                    North         East     Units Scale Factor Converg.
 GV5245;SPC VA S     - 1,131,968.199 3,596,820.637   MT  0.99994881   +0 39 53.1
 GV5245;SPC VA S     - 3,713,799.00 11,800,569.04   sFT  0.99994881   +0 39 53.1
 GV5245;UTM  18      - 4,154,992.892   287,479.467   MT  1.00015636   -1 27 54.1
 GV5245
 GV5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5245!SPC VA S     -   0.99999897  x   0.99994881  =   0.99994778
 GV5245!UTM  18      -   0.99999897  x   1.00015636  =   1.00015533
 GV5245
 GV5245:                Primary Azimuth Mark                     Grid Az
 GV5245:SPC VA S     -  RICHMOND US TOBACCO CO STACK             249 39 58.1
 GV5245:UTM  18      -  RICHMOND US TOBACCO CO STACK             251 47 45.3
 GV5245
 GV5245|---------------------------------------------------------------------|
 GV5245| PID    Reference Object                     Distance      Geod. Az  |
 GV5245|                                                           dddmmss.s |
 GV5245| GV5273 RICHMOND US TOBACCO CO STACK        APPROX. 4.1 KM 2501951.2 |
 GV5245| GV5272 RICHMOND US TOBACCO CO ELEV TK      APPROX. 4.1 KM 2504247.3 |
 GV5245| GV5263 RICHMOND LUCKY STRIKE STACK         APPROX. 1.7 KM 3091314.7 |
 GV5245| GV5285 WEATHER BUREAU 2 1943               APPROX. 1.2 KM 3273702.7 |
 GV5245|---------------------------------------------------------------------|
 GV5245
 GV5245                          SUPERSEDED SURVEY CONTROL
 GV5245
 GV5245  NAD 83(1986)-  37 31 02.78314(N)    077 24 17.02231(W) AD(       ) 3
 GV5245  NAD 27      -  37 31 02.25700(N)    077 24 18.08600(W) AD(       ) 3
 GV5245
 GV5245.Superseded values are not recommended for survey control.
 GV5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5245.See file dsdata.txt to determine how the superseded data were derived.
 GV5245
 GV5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8747954993(NAD 83)
 GV5245_MARKER: DS = TRIANGULATION STATION DISK
 GV5245_SETTING: 0 = UNSPECIFIED SETTING
 GV5245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5245+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV5245
 GV5245  HISTORY     - Date     Condition        Report By
 GV5245  HISTORY     - 1944     MONUMENTED       CGS
 GV5245  HISTORY     - 19951113 GOOD             USPSQD
 GV5245  HISTORY     - 20000220 GOOD             USPSQD
 GV5245  HISTORY     - 20040221 GOOD             USPSQD
 GV5245
 GV5245                          STATION DESCRIPTION
 GV5245
 GV5245'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 GV5245'STATION IS IN THE LAWN ON THE W SIDE OF THE FULTON SCHOOL BUILDING,
 GV5245'WHICH IS AT THE INTERSECTION OF UNION STREET AND CARLISLE AVENUE
 GV5245'IN A SUBURB KNOWN AS FULTON IN THE S PART OF RICHMOND.
 GV5245'
 GV5245'STATION MARK IS IN THE N PART OF THE LAWN, 46.4 FEET WSW OF
 GV5245'THE NW CORNER OF BUILDING, 27.6 FEET SW OF IRON FLAGPOLE NEAR NW
 GV5245'CORNER OF BUILDING, AND 55.1 FEET NW OF N SIDE OF STEPS ON W
 GV5245'SIDE OF BUILDING.  IT IS A BRONZE STATION DISK SET FLUSH WITH
 GV5245'SURFACE AND IS STAMPED FULTON 2 1944.
 GV5245'
 GV5245'FULTON (C. OR R.) IS USED AS A REFERENCE MARK.
 GV5245'
 GV5245'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GV5245
 GV5245                          STATION RECOVERY (1995)
 GV5245
 GV5245'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5245'RECOVERED IN GOOD CONDITION.
 GV5245
 GV5245                          STATION RECOVERY (2000)
 GV5245
 GV5245'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5245'RECOVERED IN GOOD CONDITION.
 GV5245
 GV5245                          STATION RECOVERY (2004)
 GV5245
 GV5245'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5245'SCHOOL IS NOW FULTON HILL STUDIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV5244 ***********************************************************************
 GV5244  DESIGNATION -  FULTON C OF R 1943
 GV5244  PID         -  GV5244
 GV5244  STATE/COUNTY-  VA/C OF RICHMOND
 GV5244  USGS QUAD   -  RICHMOND (1994)
 GV5244
 GV5244                         *CURRENT SURVEY CONTROL
 GV5244  ___________________________________________________________________
 GV5244* NAD 83(1993)-  37 31 02.79471(N)    077 24 17.38224(W)     ADJUSTED  
 GV5244* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 GV5244  ___________________________________________________________________
 GV5244  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 GV5244  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GV5244
 GV5244  HORZ ORDER  -  SECOND
 GV5244
 GV5244.The horizontal coordinates were established by classical geodetic methods
 GV5244.and adjusted by the National Geodetic Survey in November 1994..
 GV5244
 GV5244.The orthometric height was scaled from a topographic map.
 GV5244
 GV5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 GV5244
 GV5244.The geoid height was determined by GEOID03.
 GV5244
 GV5244;                    North         East     Units Scale Factor Converg.
 GV5244;SPC VA S     - 1,131,968.641 3,596,811.377   MT  0.99994881   +0 39 52.9
 GV5244;SPC VA S     - 3,713,800.45 11,800,538.66   sFT  0.99994881   +0 39 52.9
 GV5244;UTM  18      - 4,154,993.678   287,470.228   MT  1.00015641   -1 27 54.3
 GV5244
 GV5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GV5244!SPC VA S     -   0.99999897  x   0.99994881  =   0.99994778
 GV5244!UTM  18      -   0.99999897  x   1.00015641  =   1.00015538
 GV5244
 GV5244                          SUPERSEDED SURVEY CONTROL
 GV5244
 GV5244  NAD 83(1986)-  37 31 02.80097(N)    077 24 17.39918(W) AD(       ) 2
 GV5244  NAD 27      -  37 31 02.27500(N)    077 24 18.46300(W) AD(       ) 2
 GV5244
 GV5244.Superseded values are not recommended for survey control.
 GV5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV5244.See file dsdata.txt to determine how the superseded data were derived.
 GV5244
 GV5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8747054994(NAD 83)
 GV5244_MARKER: B = BOLT
 GV5244_SETTING: 0 = UNSPECIFIED SETTING
 GV5244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GV5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV5244+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 GV5244
 GV5244  HISTORY     - Date     Condition        Report By
 GV5244  HISTORY     - 1921     MONUMENTED       VA2060
 GV5244  HISTORY     - 1943     GOOD             CGS
 GV5244  HISTORY     - 1944     GOOD             CGS
 GV5244  HISTORY     - 19951113 GOOD             USPSQD
 GV5244  HISTORY     - 20000307 GOOD             USPSQD
 GV5244  HISTORY     - 20030828 MARK NOT FOUND   USPSQD
 GV5244  HISTORY     - 20040221 GOOD             USPSQD
 GV5244
 GV5244                          STATION DESCRIPTION
 GV5244
 GV5244'DESCRIBED BY CITY OF RICHMOND VIRGINIA 1921
 GV5244'STATION IS SITUATED IN THE YARD OF FULTON SCHOOL.  IT IS 3 FEET
 GV5244'S OF TOP OF TERRACE AND 75 FEET W OF NW CORNER OF SCHOOL BUILDING.
 GV5244'IT IS MARKED BY A STANDARD CITY OF RICHMOND BENCH MARK AND
 GV5244'UNDERGROUND MARK.
 GV5244
 GV5244                          STATION RECOVERY (1943)
 GV5244
 GV5244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLP)
 GV5244'THE MARK IS A BRONZE BOLT SET IN THE CENTER OF A 6- BY 6- BY
 GV5244'18-INCH GRANITE BLOCK, WHICH IN TURN IS CENTERED IN AN 8-INCH
 GV5244'CIRCULAR CAST-IRON CASTING, WITH CAST-IRON LID OVER TOP.  THE
 GV5244'STATION IS LOCATED IN THE YARD OF THE FULTON SCHOOL, 3 FEET S
 GV5244'OF TOP OF TERRACE, 75 FEET W OF NW CORNER OF SCHOOL BUILDING,
 GV5244'JUST AT THE W EDGE OF HEDGE AROUND THE TERRACE, AND AT THE
 GV5244'POINT WHERE HEDGE MAKES A SHARP TURN TO THE NE.
 GV5244'
 GV5244'THIS MARK WAS USED AS A U.S.G.S. TRAVERSE STATION NO. 1961.
 GV5244'IT IS ALSO CITY OF RICHMOND B.M. NO. 51.
 GV5244
 GV5244                          STATION RECOVERY (1944)
 GV5244
 GV5244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (IER)
 GV5244'STATION IS ON THE W SIDE OF THE FULTON SCHOOL BUILDING WHICH IS AT
 GV5244'THE INTERSECTION OF UNION STREET AND CARLISLE AVENUE IN A SUBURB
 GV5244'KNOWN AS FULTON IN THE S PART OF RICHMOND.  IT IS 75 FEET W OF THE
 GV5244'NW CORNER OF SCHOOL BUILDING, IT IS UNDER THE OUTSIDE EDGE OF
 GV5244'THE HEDGE THAT RUNS ALONG THE EDGE OF THE EMBANKMENT, AND 2 FEET
 GV5244'FROM EDGE OF EMBANKMENT.
 GV5244'
 GV5244'STATION MARK IS A STANDARD CITY OF RICHMOND BENCH MARK, WHICH
 GV5244'IS A ROUND-HEADED BOLT WITH SMALL HOLE IN TOP, SET IN A 6-INCH
 GV5244'IRON PIPE.  MARK IS ABOUT 6 INCHES BELOW SURFACE OF GROUND BUT
 GV5244'THE TOP OF THE PIPE IS OPEN.
 GV5244
 GV5244                          STATION RECOVERY (1995)
 GV5244
 GV5244'RECOVERY NOTE BY US POWER SQUADRON 1995
 GV5244'RECOVERED IN GOOD CONDITION.
 GV5244
 GV5244                          STATION RECOVERY (2000)
 GV5244
 GV5244'RECOVERY NOTE BY US POWER SQUADRON 2000
 GV5244'RECOVERED IN GOOD CONDITION.
 GV5244
 GV5244                          STATION RECOVERY (2003)
 GV5244
 GV5244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 GV5244'MARK NOT FOUND.
 GV5244
 GV5244                          STATION RECOVERY (2004)
 GV5244
 GV5244'RECOVERY NOTE BY US POWER SQUADRON 2004
 GV5244'SCHOOL IS NOW FULTON HILL STUDIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW2013 ***********************************************************************
 GW2013  DESIGNATION -  FUMA
 GW2013  PID         -  GW2013
 GW2013  STATE/COUNTY-  VA/FLUVANNA
 GW2013  USGS QUAD   -  PALMYRA (1974)
 GW2013
 GW2013                         *CURRENT SURVEY CONTROL
 GW2013  ___________________________________________________________________
 GW2013* NAD 83(1993)-  37 45 40.88888(N)    078 15 35.15213(W)     ADJUSTED  
 GW2013* NAVD 88     -       117.791  (meters)     386.45   (feet)  ADJUSTED  
 GW2013  ___________________________________________________________________
 GW2013  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GW2013  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 GW2013  DYNAMIC HT  -         117.710 (meters)     386.19  (feet)  COMP
 GW2013  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 GW2013
 GW2013  HORZ ORDER  -  FIRST
 GW2013  VERT ORDER  -  FIRST     CLASS II
 GW2013
 GW2013.The horizontal coordinates were established by classical geodetic methods
 GW2013.and adjusted by the National Geodetic Survey in November 1994..
 GW2013
 GW2013.The orthometric height was determined by differential leveling
 GW2013.and adjusted by the National Geodetic Survey in June 1991..
 GW2013
 GW2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GW2013
 GW2013.The geoid height was determined by GEOID03.
 GW2013
 GW2013.The dynamic height is computed by dividing the NAVD 88
 GW2013.geopotential number by the normal gravity value computed on the
 GW2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW2013.degrees latitude (g = 980.6199 gals.).
 GW2013
 GW2013.The modeled gravity was interpolated from observed gravity values.
 GW2013
 GW2013;                    North         East     Units Scale Factor Converg.
 GW2013;SPC VA S     - 1,158,504.911 3,521,167.991   MT  0.99996897   +0 08 44.9
 GW2013;SPC VA S     - 3,800,861.53 11,552,365.32   sFT  0.99996897   +0 08 44.9
 GW2013;UTM  17      - 4,182,874.059   741,386.115   MT  1.00031774   +1 40 43.9
 GW2013
 GW2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GW2013!SPC VA S     -   0.99998655  x   0.99996897  =   0.99995552
 GW2013!UTM  17      -   0.99998655  x   1.00031774  =   1.00030429
 GW2013
 GW2013|---------------------------------------------------------------------|
 GW2013| PID    Reference Object                     Distance      Geod. Az  |
 GW2013|                                                           dddmmss.s |
 GW2013| GW2301 FORK UNION MILITARY ACADEMY TK       30.615 METERS 16405     |
 GW2013| DC5325 FUMA AZ MK                                         1883705.8 |
 GW2013| DC5326 FUMA RM 1                            20.921 METERS 22618     |
 GW2013| DC5327 FUMA RM 2                            32.249 METERS 31050     |
 GW2013|---------------------------------------------------------------------|
 GW2013
 GW2013                          SUPERSEDED SURVEY CONTROL
 GW2013
 GW2013  NAD 83(1986)-  37 45 40.89995(N)    078 15 35.16808(W) AD(       ) 1
 GW2013  NAD 27      -  37 45 40.38900(N)    078 15 36.15700(W) AD(       ) 1
 GW2013
 GW2013.Superseded values are not recommended for survey control.
 GW2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW2013.See file dsdata.txt to determine how the superseded data were derived.
 GW2013
 GW2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB4138682874(NAD 83)
 GW2013_MARKER: DS = TRIANGULATION STATION DISK
 GW2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW2013_SP_SET: CONCRETE POST
 GW2013_STAMPING: FUMA 1941
 GW2013_MARK LOGO: CGS   
 GW2013_PROJECTION: RECESSED 8 CENTIMETERS
 GW2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW2013+STABILITY: SURFACE MOTION
 GW2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GW2013+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW2013
 GW2013  HISTORY     - Date     Condition        Report By
 GW2013  HISTORY     - 1941     MONUMENTED       CGS
 GW2013  HISTORY     - 1983     GOOD             NGS
 GW2013  HISTORY     - 19980225 GOOD             USPSQD
 GW2013  HISTORY     - 20031009 GOOD             USPSQD
 GW2013  HISTORY     - 20060209 GOOD             USPSQD
 GW2013
 GW2013                          STATION DESCRIPTION
 GW2013
 GW2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 GW2013'THE STATION IS IN FORK UNION, AT THE S SIDE OF THE GROUNDS
 GW2013'OF THE FORK UNION MILITARY ACADEMY, 107 FEET SW OF THE S END
 GW2013'OF THE STEPS AT THE MAIN ENTRANCE (W) TO THE ADMINISTRATION
 GW2013'BUILDING, 71 FEET NE FROM THE MAIN ENTRANCE INTO THE CHAPEL,
 GW2013'32 FEET W OF THE CENTER LINE OF THE DRIVE LEADING S BETWEEN THE
 GW2013'SCIENCE HALL AND THE CHAPEL, 16 FEET N OF THE N EDGE OF A
 GW2013'CONCRETE SIDEWALK (E-W SIDEWALK) PASSING IN FRONT OF THE
 GW2013'CHAPEL.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GW2013'THE DISK IS STAMPED F.U.M.A., 1941.
 GW2013'
 GW2013'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND AZIMUTH MARK
 GW2013'ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN
 GW2013'
 GW2013'REFERENCE MARK NO. 1 IS A STANDARD DISK SW OF THE STATION, SET
 GW2013'FLUSH IN THE E CONCRETE FOUNDATION OF THE CHAPEL, 30-1/2
 GW2013'FEET S OF THE S EDGE OF THE CONCRETE SIDEWALK ALONG THE N SIDE
 GW2013'OF THE BUILDING.  THE DISK IS STAMPED F.U.M.A.-R.M. NO. 1,
 GW2013'1941.
 GW2013'
 GW2013'REFERENCE MARK NO. 2 IS NW OF THE STATION, 18 FEET N OF THE
 GW2013'CENTER LINE OF THE S DRIVE AROUND THE FLAGPOLE, 56 FEET E
 GW2013'OF THE E EDGE OF FLAG STONE WALK (N-S) PAST THE FLAGPOLE,
 GW2013'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 GW2013'IS STAMPED F.U.M.A. R.M. NO. 2, 1941.
 GW2013'
 GW2013'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE SSE OF THE STATION,
 GW2013'10 FEET W OF THE W GATEPOST OF A DRIVE INTO A FARMYARD, 2
 GW2013'FEET S OF AN E-W FENCE LINE, AND IT PROJECTS 10 INCHES ABOVE
 GW2013'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED F.U.M.A. 1941.
 GW2013'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON THE MAIN
 GW2013'SCHOOL DRIVE TO U.S. HIGHWAY 15, TURN LEFT ON U.S. HIGHWAY 15,
 GW2013'AND GO SOUTHERLY FOR 0.7 MILE TO A GRAVEL ROAD LEFT, TURN
 GW2013'LEFT AND FOLLOW THE GRAVEL ROAD 0.3 MILE TO A TRACK FARM
 GW2013'ROAD BEARING LEFT, BEAR LEFT ON THE FARM ROAD AND GO 0.3 MILE
 GW2013'TO FARM BUILDINGS AND THE AZIMUTH MARK ON THE LEFT IN THE
 GW2013'FENCE LINE.  THE MARK IS WITNESSED BY A 4- BY 4-INCH WHITE
 GW2013'POST PROJECTING 2-1/2 FEET ABOVE THE SURFACE OF THE
 GW2013'GROUND.
 GW2013'
 GW2013'THE FORK UNION MILITARY ACADEMY WATER TANK (A WOODEN STRUCTURE
 GW2013'APPROXIMATELY 50 FEET HIGH) IS 98 FEET SE OF THE STATION
 GW2013'(MEASURED TO NEAREST FOOT ONLY BECAUSE OF SHRUBS).  THE
 GW2013'DIRECTION WAS ALSO OBSERVED.
 GW2013'
 GW2013'A 90-FOOT TOWER WILL SEE A 116-FOOT TOWER AT BUSH PARK.
 GW2013'
 GW2013'A 64-FOOT TOWER WILL SEE A 64-FOOT TOWER AT BOTTOM.
 GW2013'
 GW2013'A 64-FOOT TOWER WILL SEE A 90-FOOT TOWER AT CHRISTIAN.
 GW2013'
 GW2013'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GW2013
 GW2013                          STATION RECOVERY (1983)
 GW2013
 GW2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW2013'IN FORK UNION.
 GW2013'IN FORK UNION, ON THE GROUNDS OF THE FORK UNION MILITARY ACADEMY, IN
 GW2013'THE FRONT LAWN OF THE CHAPEL, 48.77 METERS (180.0 FT) NORTH-NORTHEAST
 GW2013'OF THE CENTERLINE OF COUNTY ROAD 652, 20.27 METERS (66.5 FT) NORTHEAST
 GW2013'OF THE NORTHEAST CORNER OF THE CHAPEL, 21.03 METERS (69.0 FT)
 GW2013'NORTHEAST OF FUMA RM 1, 9.45 METERS (31.0 FT) WEST-NORTHWEST OF THE
 GW2013'CENTER OF A BLACKTOP STREET BETWEEN PERKINS HALL AND THE CHAPEL,
 GW2013'7.98 METERS (26.2 FT) SOUTHWEST OF A 3-FOOT GRANITE PEDESTAL WITH A
 GW2013'SUN DIAL, 32.31 METERS (106.0 FT) SOUTHEAST OF FUMA RM 2.
 GW2013'THE MARK IS ABOVE LEVEL WITH BLACKTOP STREET.
 GW2013
 GW2013                          STATION RECOVERY (1998)
 GW2013
 GW2013'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW2013'RECOVERED IN GOOD CONDITION.
 GW2013
 GW2013                          STATION RECOVERY (2003)
 GW2013
 GW2013'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW2013'RECOVERED IN GOOD CONDITION.
 GW2013
 GW2013                          STATION RECOVERY (2006)
 GW2013
 GW2013'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW2013'STATION AND RM1 AND RM2 FOUND IN GOOD CONDITION. AZ MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV8424 ***********************************************************************
 HV8424  DESIGNATION -  FUR
 HV8424  PID         -  HV8424
 HV8424  STATE/COUNTY-  VA/FAIRFAX
 HV8424  USGS QUAD   -  FORT BELVOIR (1983)
 HV8424
 HV8424                         *CURRENT SURVEY CONTROL
 HV8424  ___________________________________________________________________
 HV8424* NAD 83(1993)-  38 42 02.66267(N)    077 14 28.10336(W)     ADJUSTED  
 HV8424* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 HV8424  ___________________________________________________________________
 HV8424  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HV8424  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV8424
 HV8424  HORZ ORDER  -  SECOND
 HV8424
 HV8424.The horizontal coordinates were established by classical geodetic methods
 HV8424.and adjusted by the National Geodetic Survey in November 1994..
 HV8424
 HV8424.The NAVD 88 height was computed by applying the VERTCON shift value to
 HV8424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HV8424
 HV8424.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV8424
 HV8424.The geoid height was determined by GEOID03.
 HV8424
 HV8424;                    North         East     Units Scale Factor Converg.
 HV8424;SPC VA N     - 2,115,531.723 3,609,499.433   MT  0.99994944   +0 47 08.4
 HV8424;SPC VA N     - 6,940,706.99 11,842,166.06   sFT  0.99994944   +0 47 08.4
 HV8424;UTM  18      - 4,285,952.077   305,110.000   MT  1.00006774   -1 24 06.2
 HV8424
 HV8424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV8424!SPC VA N     -   0.99999387  x   0.99994944  =   0.99994331
 HV8424!UTM  18      -   0.99999387  x   1.00006774  =   1.00006161
 HV8424
 HV8424                          SUPERSEDED SURVEY CONTROL
 HV8424
 HV8424  NAD 83(1993)-  38 42 02.66038(N)    077 14 28.10828(W) AD(       ) 2
 HV8424  NAD 83(1986)-  38 42 02.66160(N)    077 14 28.11705(W) AD(       ) 2
 HV8424  NGVD 29 (01/12/90)   71.     (m)          233.     (f) VERT ANG       
 HV8424
 HV8424.Superseded values are not recommended for survey control.
 HV8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV8424.See file dsdata.txt to determine how the superseded data were derived.
 HV8424
 HV8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH0511085952(NAD 83)
 HV8424_MARKER: DD = SURVEY DISK
 HV8424_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HV8424_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HV8424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV8424
 HV8424  HISTORY     - Date     Condition        Report By
 HV8424  HISTORY     - 1969     MONUMENTED       VA-059
 HV8424  HISTORY     - 1977     MARK NOT FOUND   VA-059
 HV8424  HISTORY     - 20040305 GOOD             GEOCAC
 HV8424
 HV8424                          STATION DESCRIPTION
 HV8424
 HV8424'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1969 (HWC)
 HV8424'STATION IS APPROXIMATELY 1.0 MILES WEST SOUTHWEST OF LORTON SCHOOL AT
 HV8424'SOUTHWEST INTERSECTION INTERSTATE 95 AND LORTON ROAD, ROUTE 642.  FROM
 HV8424'LORTON SCHOOL PROCEED WEST ON LORTON ROAD 0.9 MILES TO ROAD BEARING
 HV8424'UPHILL THRU PASTURE TO LEFT (SOUTH) TO INTERSECTION OF SAME WITH
 HV8424'FURNACE ROAD, ROUTE 611.
 HV8424'
 HV8424'STATION IS IN THE NORTHERLY RIGHT-OF-WAY OF FURNACE ROAD APPROXIMATELY
 HV8424'200 FEET WEST OF SAID INTERSECTION, 47.7 FEET NORTH OF A POLE, 1.0
 HV8424'FEET SOUTH OF A FIELD FENCE, SET IN A CONCRETE MASS.
 HV8424'
 HV8424'STATION IS A STANDARD FAIRFAX COUNTY DISC STAMPED---FUR 1969---.
 HV8424
 HV8424                          STATION RECOVERY (1977)
 HV8424
 HV8424'RECOVERY NOTE BY FAIRFAX COUNTY VIRGINIA 1977 (EYB)
 HV8424'THE STATION WAS FOUND IN GOOD CONDITION. OBSERVED STATIONS FROM THIS
 HV8424'STATION ARE STILL VISIBLE.
 HV8424
 HV8424                          STATION RECOVERY (2004)
 HV8424
 HV8424'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 HV8424'ROAD THROUGH PASTURE MENTIONED IN 1969 DESCRIPTION IS MARKED
 HV8424''RESTRICTED ROAD OFFICIAL USE ONLY.'
 HV8424' 
 HV8424'TO REACH STATION PROCEED WEST ALONG LORTON ROAD (RT. 642) TO ACUTE
 HV8424'INTERSECTION WITH FURNACE ROAD, TURN SHARPLY LEFT, TRAVEL ABOUT 0.25
 HV8424'MILES TO MARK ON LEFT AS DESCRIBED IN PREVIOUS REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JV7070 ***********************************************************************
 JV7070  DESIGNATION -  FX CO 1
 JV7070  PID         -  JV7070
 JV7070  STATE/COUNTY-  VA/FAIRFAX
 JV7070  USGS QUAD   -  SENECA (1994)
 JV7070
 JV7070                         *CURRENT SURVEY CONTROL
 JV7070  ___________________________________________________________________
 JV7070* NAD 83(1986)-  39 00 26.     (N)    077 15 38.     (W)     SCALED    
 JV7070* NAVD 88     -        82.390  (meters)     270.31   (feet)  ADJUSTED  
 JV7070  ___________________________________________________________________
 JV7070  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JV7070  DYNAMIC HT  -          82.347 (meters)     270.17  (feet)  COMP
 JV7070  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JV7070
 JV7070  VERT ORDER  -  THIRD
 JV7070
 JV7070.The horizontal coordinates were scaled from a topographic map and have
 JV7070.an estimated accuracy of +/- 6 seconds.
 JV7070
 JV7070.The orthometric height was determined by differential leveling
 JV7070.and adjusted by the National Geodetic Survey in September 2004..
 JV7070.No vertical observational check was made to the station.
 JV7070
 JV7070.The geoid height was determined by GEOID03.
 JV7070
 JV7070.The dynamic height is computed by dividing the NAVD 88
 JV7070.geopotential number by the normal gravity value computed on the
 JV7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV7070.degrees latitude (g = 980.6199 gals.).
 JV7070
 JV7070.The modeled gravity was interpolated from observed gravity values.
 JV7070
 JV7070;                    North         East    Units  Estimated Accuracy
 JV7070;SPC VA N     - 2,149,530.    3,607,350.      MT  (+/- 180 meters Scaled)
 JV7070
 JV7070                          SUPERSEDED SURVEY CONTROL
 JV7070
 JV7070.No superseded survey control is available for this station.
 JV7070
 JV7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ042200(NAD 83)
 JV7070_MARKER: DD = SURVEY DISK
 JV7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7070_SP_SET: CONCRETE POST
 JV7070_STAMPING: FX. CO. NO. 1 1991
 JV7070_MARK LOGO: VA-059
 JV7070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JV7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7070+STABILITY: SURFACE MOTION
 JV7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7070+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JV7070
 JV7070  HISTORY     - Date     Condition        Report By
 JV7070  HISTORY     - 1991     MONUMENTED       VA-059
 JV7070
 JV7070                          STATION DESCRIPTION
 JV7070
 JV7070'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 JV7070'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.7 MILES
 JV7070'(2.7 KM) NORTHEAST FROM THE TOWN OF GREAT FALLS, 1.7 MILES (2.7 KM)
 JV7070'NORTH-NORTHWEST FROM THE INTERSECTION OF GEORGETOWN PIKE (RTE 193 )
 JV7070'AND OLD DOMINION DRIVE (RTE 738) AT GREAT FALL PARK.  TO REACH FROM
 JV7070'THE INTERSECTION OF OLD GEORGEWTOWN PIKE AND OLD DOMINION DRIVE, AT
 JV7070'GREAT FALLS PARK PROCEED IN A NORTHWEST DIRECTION FOR 0.4 MILRS TO
 JV7070'RIVER BEND ROAD ON THE RIGHT.  THENCE WITH RIVER BEND ROAD, NORTH TO
 JV7070'DEER PARK ROAD, ON THE RIGHT.  THENCE WITH DEER PARK ROAD FOR 0.3
 JV7070'MILES (0.5 KM) TO THE STATION ON THE LEFT, IN TOP OF A CONCRETE
 JV7070'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9571 ***********************************************************************
 HV9571  DESIGNATION -  FX CO 2
 HV9571  PID         -  HV9571
 HV9571  STATE/COUNTY-  VA/FAIRFAX
 HV9571  USGS QUAD   -  VIENNA (1994)
 HV9571
 HV9571                         *CURRENT SURVEY CONTROL
 HV9571  ___________________________________________________________________
 HV9571* NAD 83(1986)-  38 58 41.     (N)    077 15 01.     (W)     SCALED    
 HV9571* NAVD 88     -        52.192  (meters)     171.23   (feet)  ADJUSTED  
 HV9571  ___________________________________________________________________
 HV9571  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HV9571  DYNAMIC HT  -          52.165 (meters)     171.14  (feet)  COMP
 HV9571  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 HV9571
 HV9571  VERT ORDER  -  THIRD
 HV9571
 HV9571.The horizontal coordinates were scaled from a topographic map and have
 HV9571.an estimated accuracy of +/- 6 seconds.
 HV9571
 HV9571.The orthometric height was determined by differential leveling
 HV9571.and adjusted by the National Geodetic Survey in September 2004..
 HV9571
 HV9571.The geoid height was determined by GEOID03.
 HV9571
 HV9571.The dynamic height is computed by dividing the NAVD 88
 HV9571.geopotential number by the normal gravity value computed on the
 HV9571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9571.degrees latitude (g = 980.6199 gals.).
 HV9571
 HV9571.The modeled gravity was interpolated from observed gravity values.
 HV9571
 HV9571;                    North         East    Units  Estimated Accuracy
 HV9571;SPC VA N     - 2,146,300.    3,608,290.      MT  (+/- 180 meters Scaled)
 HV9571
 HV9571                          SUPERSEDED SURVEY CONTROL
 HV9571
 HV9571.No superseded survey control is available for this station.
 HV9571
 HV9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ050167(NAD 83)
 HV9571_MARKER: Z = SEE DESCRIPTION
 HV9571_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9571_SP_SET: DRIVEN INTO GROUND
 HV9571_MARK LOGO: VA-059
 HV9571_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9571+STABILITY: SURFACE MOTION
 HV9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9571+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HV9571
 HV9571  HISTORY     - Date     Condition        Report By
 HV9571  HISTORY     - 1991     MONUMENTED       VA-059
 HV9571
 HV9571                          STATION DESCRIPTION
 HV9571
 HV9571'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9571'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 0.4 MILES
 HV9571'(0.6 KM) SOUTHEAST FROM THE INTERSECTION OF GEORGETOWN PIKE AND OLD
 HV9571'DOMINION DRIVE, AT GREAT FALLS PARK, 3.6 MILES (5.8 KM) NORTHWEST
 HV9571'FROM THE INTERSECTION OF GEORGETOWN PIKE AND I-495 AND 5.2 MILES (8.4
 HV9571'KM) NORTH-NORTHEAST FROM THE TOWN OF VIENNA.  TO REACH FROM THE
 HV9571'INTERSECTION OF OLD GEORGEWTOWN PIKE AND OLD DOMINION DRIVE, AT GREAT
 HV9571'FALLS PARK PROCEED IN A SOUTHEAST DIRECTION ON GEORGETOWN PIKE FOR
 HV9571'0.6 MILES (1.0 KM) TO THE STATION ON THE RIGHT IN THE PARKING LOT,
 HV9571'THE STATION IS A YELLOW PLASTIC SURVEY CAP STAMPED FAIRFAX CO SURVEY,
 HV9571'DRIVEN ONTO A REINFORCING ROD WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9095 ***********************************************************************
 HV9095  DESIGNATION -  FX CO 3
 HV9095  PID         -  HV9095
 HV9095  STATE/COUNTY-  VA/FAIRFAX
 HV9095  USGS QUAD   -  VIENNA (1994)
 HV9095
 HV9095                         *CURRENT SURVEY CONTROL
 HV9095  ___________________________________________________________________
 HV9095* NAD 83(1993)-  38 58 12.98583(N)    077 15 04.83826(W)     ADJUSTED  
 HV9095* NAVD 88     -        73.657  (meters)     241.66   (feet)  ADJUSTED  
 HV9095  ___________________________________________________________________
 HV9095  X           -   1,095,745.415 (meters)                     COMP
 HV9095  Y           -  -4,843,025.691 (meters)                     COMP
 HV9095  Z           -   3,989,778.274 (meters)                     COMP
 HV9095  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HV9095  ELLIP HEIGHT-          42.00  (meters)          (05/17/02) GPS OBS
 HV9095  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV9095  DYNAMIC HT  -          73.618 (meters)     241.53  (feet)  COMP
 HV9095  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 HV9095
 HV9095  HORZ ORDER  -  SECOND
 HV9095  VERT ORDER  -  THIRD
 HV9095  ELLP ORDER  -  FOURTH    CLASS II
 HV9095
 HV9095.The horizontal coordinates were established by GPS observations
 HV9095.and adjusted by the National Geodetic Survey in November 1994..
 HV9095
 HV9095.The orthometric height was determined by differential leveling
 HV9095.and adjusted by the National Geodetic Survey in September 2004..
 HV9095
 HV9095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9095
 HV9095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9095
 HV9095.The ellipsoidal height was determined by GPS observations
 HV9095.and is referenced to NAD 83.
 HV9095
 HV9095.The geoid height was determined by GEOID03.
 HV9095
 HV9095.The dynamic height is computed by dividing the NAVD 88
 HV9095.geopotential number by the normal gravity value computed on the
 HV9095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9095.degrees latitude (g = 980.6199 gals.).
 HV9095
 HV9095.The modeled gravity was interpolated from observed gravity values.
 HV9095
 HV9095;                    North         East     Units Scale Factor Converg.
 HV9095;SPC VA N     - 2,145,437.158 3,608,204.952   MT  0.99996730   +0 46 45.5
 HV9095;SPC VA N     - 7,038,821.74 11,837,919.08   sFT  0.99996730   +0 46 45.5
 HV9095;SPC MD       -   144,736.297   378,218.959   MT  0.99995120   -0 09 27.9
 HV9095;SPC MD       -   474,855.67  1,240,873.37   sFT  0.99995120   -0 09 27.9
 HV9095;UTM  18      - 4,315,888.478   304,960.034   MT  1.00006844   -1 24 58.9
 HV9095
 HV9095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9095!SPC VA N     -   0.99999341  x   0.99996730  =   0.99996071
 HV9095!SPC MD       -   0.99999341  x   0.99995120  =   0.99994461
 HV9095!UTM  18      -   0.99999341  x   1.00006844  =   1.00006185
 HV9095
 HV9095                          SUPERSEDED SURVEY CONTROL
 HV9095
 HV9095  ELLIP H (11/14/94)   41.93   (m)                       GP(       ) 4 2
 HV9095  NAD 83(1993)-  38 58 12.98543(N)    077 15 04.84036(W) AD(       ) 2
 HV9095  NGVD 29 (09/10/92)   73.9    (m)          242.     (f) GPS OBS        
 HV9095
 HV9095.Superseded values are not recommended for survey control.
 HV9095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9095.See file dsdata.txt to determine how the superseded data were derived.
 HV9095
 HV9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0496015888(NAD 83)
 HV9095_MARKER: DD = SURVEY DISK
 HV9095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9095_SP_SET: CONCRETE POST
 HV9095_STAMPING: FX. CO. NO.3 1991
 HV9095_MARK LOGO: VA-059
 HV9095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9095+STABILITY: SURFACE MOTION
 HV9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9095+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 HV9095
 HV9095  HISTORY     - Date     Condition        Report By
 HV9095  HISTORY     - 1991     MONUMENTED       VA-059
 HV9095  HISTORY     - 19920129 GOOD             MSI
 HV9095  HISTORY     - 20020218 GOOD             URS
 HV9095
 HV9095                          STATION DESCRIPTION
 HV9095
 HV9095'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9095'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, APPROXIMATELY 3.7
 HV9095'MI (6.0 KM) NORTH OF THE TOWN OF VIENNA.  TO REACH THE STATION FROM
 HV9095'THE INTERSECTION OF GEORGETOWN PIKE (S.R. 193) AND OLD DOMINION DRIVE
 HV9095'(S.R.738) AT GREAT FALLS PARK, PROCEED SOUTHEASTERLY 1.75 MI
 HV9095'(2.82 KM) TO THE INTERSECTION WITH TOWLSTON ROAD (S.R. 676).  TURN
 HV9095'RIGHT ONTO TOWLSTON ROAD AND TRAVEL 0.1 MI (0.2 KM) WEST TO THE
 HV9095'STATION ON THE LEFT.
 HV9095'THE STATION IS A FAIRFAX COUNTY DISK SET IN THE TOP OF A CONCRETE
 HV9095'MONUMENT FLUSH WITH THE GROUND SURFACE, STAMPED FX. CO. NO.3 1991.
 HV9095'THE DISK IS LOCATED ON THE SOUTH SIDE OF TOWLSTON ROAD.
 HV9095
 HV9095                          STATION RECOVERY (1992)
 HV9095
 HV9095'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9095'RECOVERED IN GOOD CONDITION.
 HV9095
 HV9095                          STATION RECOVERY (2002)
 HV9095
 HV9095'RECOVERY NOTE BY URS COMPANY 2002 (JP)
 HV9095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9572 ***********************************************************************
 HV9572  DESIGNATION -  FX CO 4
 HV9572  PID         -  HV9572
 HV9572  STATE/COUNTY-  VA/FAIRFAX
 HV9572  USGS QUAD   -  FALLS CHURCH (1994)
 HV9572
 HV9572                         *CURRENT SURVEY CONTROL
 HV9572  ___________________________________________________________________
 HV9572* NAD 83(1986)-  38 58 10.     (N)    077 14 26.     (W)     SCALED    
 HV9572* NAVD 88     -        84.092  (meters)     275.89   (feet)  ADJUSTED  
 HV9572  ___________________________________________________________________
 HV9572  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV9572  DYNAMIC HT  -          84.048 (meters)     275.75  (feet)  COMP
 HV9572  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 HV9572
 HV9572  VERT ORDER  -  THIRD
 HV9572
 HV9572.The horizontal coordinates were scaled from a topographic map and have
 HV9572.an estimated accuracy of +/- 6 seconds.
 HV9572
 HV9572.The orthometric height was determined by differential leveling
 HV9572.and adjusted by the National Geodetic Survey in September 2004..
 HV9572
 HV9572.The geoid height was determined by GEOID03.
 HV9572
 HV9572.The dynamic height is computed by dividing the NAVD 88
 HV9572.geopotential number by the normal gravity value computed on the
 HV9572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9572.degrees latitude (g = 980.6199 gals.).
 HV9572
 HV9572.The modeled gravity was interpolated from observed gravity values.
 HV9572
 HV9572;                    North         East    Units  Estimated Accuracy
 HV9572;SPC VA N     - 2,145,360.    3,609,140.      MT  (+/- 180 meters Scaled)
 HV9572
 HV9572                          SUPERSEDED SURVEY CONTROL
 HV9572
 HV9572.No superseded survey control is available for this station.
 HV9572
 HV9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ058157(NAD 83)
 HV9572_MARKER: DD = SURVEY DISK
 HV9572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9572_SP_SET: CONCRETE POST
 HV9572_STAMPING: FX. CO. NO. 4 1991
 HV9572_MARK LOGO: VA-059
 HV9572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9572+STABILITY: SURFACE MOTION
 HV9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9572+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HV9572
 HV9572  HISTORY     - Date     Condition        Report By
 HV9572  HISTORY     - 1991     MONUMENTED       VA-059
 HV9572
 HV9572                          STATION DESCRIPTION
 HV9572
 HV9572'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9572'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 1.2 MILES
 HV9572'(1.9 KM) SOUTHEAST FROM THE INTERSECTION OF GEORGETOWN PIKE AND OLD
 HV9572'DOMINION DRIVE, AT GREAT FALLS PARK, 2.8 MILES (4.5 KM) NORTHWEST
 HV9572'FROM THE INTERSECTION OF GEORGETOWN PIKE AND I-495 AND 3.5 MILES (5.6
 HV9572'KM) NORTHWEST FROM TYSONS CORNER.  TO REACH FROM THE INTERSECTION OF
 HV9572'OLD GEORGEWTOWN PIKE AND OLD DOMINION DRIVE, AT GREAT FALLS PARK
 HV9572'PROCEED IN A SOUTHEAST DIRECTION ON GEORGETOWN PIKE FOR 1.35 MILES
 HV9572'(2.17 KM) TO THE STATION ON THE RIGHT, IN TOP OF A CONCRETE MONUMENT
 HV9572'FLUSH WITH THE GROUND BETWEEN A BOARD FENCE AND EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9573 ***********************************************************************
 HV9573  DESIGNATION -  FX CO 5
 HV9573  PID         -  HV9573
 HV9573  STATE/COUNTY-  VA/FAIRFAX
 HV9573  USGS QUAD   -  FALLS CHURCH (1994)
 HV9573
 HV9573                         *CURRENT SURVEY CONTROL
 HV9573  ___________________________________________________________________
 HV9573* NAD 83(1986)-  38 57 39.     (N)    077 14 24.     (W)     SCALED    
 HV9573* NAVD 88     -        94.287  (meters)     309.34   (feet)  ADJUSTED  
 HV9573  ___________________________________________________________________
 HV9573  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HV9573  DYNAMIC HT  -          94.237 (meters)     309.18  (feet)  COMP
 HV9573  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 HV9573
 HV9573  VERT ORDER  -  THIRD
 HV9573
 HV9573.The horizontal coordinates were scaled from a topographic map and have
 HV9573.an estimated accuracy of +/- 6 seconds.
 HV9573
 HV9573.The orthometric height was determined by differential leveling
 HV9573.and adjusted by the National Geodetic Survey in September 2004..
 HV9573
 HV9573.The geoid height was determined by GEOID03.
 HV9573
 HV9573.The dynamic height is computed by dividing the NAVD 88
 HV9573.geopotential number by the normal gravity value computed on the
 HV9573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9573.degrees latitude (g = 980.6199 gals.).
 HV9573
 HV9573.The modeled gravity was interpolated from observed gravity values.
 HV9573
 HV9573;                    North         East    Units  Estimated Accuracy
 HV9573;SPC VA N     - 2,144,400.    3,609,200.      MT  (+/- 180 meters Scaled)
 HV9573
 HV9573                          SUPERSEDED SURVEY CONTROL
 HV9573
 HV9573.No superseded survey control is available for this station.
 HV9573
 HV9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ059148(NAD 83)
 HV9573_MARKER: DD = SURVEY DISK
 HV9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9573_SP_SET: CONCRETE POST
 HV9573_STAMPING: FX. CO. NO. 5 1991
 HV9573_MARK LOGO: VA-059
 HV9573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9573+STABILITY: SURFACE MOTION
 HV9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9573+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HV9573
 HV9573  HISTORY     - Date     Condition        Report By
 HV9573  HISTORY     - 1991     MONUMENTED       VA-059
 HV9573
 HV9573                          STATION DESCRIPTION
 HV9573
 HV9573'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9573'FROM THE INTERSECTION OF GEORGETOWN PIKE AND OLD DOMIMION DRIVE, IN
 HV9573'GREAT FALLS, GO SOUTHEAST ALONG OLD DOMINION DRIVE TO BELLVIEW ROAD
 HV9573'ON THE RIGHT AND MONUMENT ON THE RIGHT, AT HOUSE NUMBER 1001 BELLVIEW
 HV9573'ROAD, IN TOP OF ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9574 ***********************************************************************
 HV9574  DESIGNATION -  FX CO 6
 HV9574  PID         -  HV9574
 HV9574  STATE/COUNTY-  VA/FAIRFAX
 HV9574  USGS QUAD   -  FALLS CHURCH (1994)
 HV9574
 HV9574                         *CURRENT SURVEY CONTROL
 HV9574  ___________________________________________________________________
 HV9574* NAD 83(1986)-  38 57 46.     (N)    077 13 00.     (W)     SCALED    
 HV9574* NAVD 88     -        80.693  (meters)     264.74   (feet)  ADJUSTED  
 HV9574  ___________________________________________________________________
 HV9574  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HV9574  DYNAMIC HT  -          80.651 (meters)     264.60  (feet)  COMP
 HV9574  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 HV9574
 HV9574  VERT ORDER  -  THIRD
 HV9574
 HV9574.The horizontal coordinates were scaled from a topographic map and have
 HV9574.an estimated accuracy of +/- 6 seconds.
 HV9574
 HV9574.The orthometric height was determined by differential leveling
 HV9574.and adjusted by the National Geodetic Survey in September 2004..
 HV9574.No vertical observational check was made to the station.
 HV9574
 HV9574.The geoid height was determined by GEOID03.
 HV9574
 HV9574.The dynamic height is computed by dividing the NAVD 88
 HV9574.geopotential number by the normal gravity value computed on the
 HV9574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9574.degrees latitude (g = 980.6199 gals.).
 HV9574
 HV9574.The modeled gravity was interpolated from observed gravity values.
 HV9574
 HV9574;                    North         East    Units  Estimated Accuracy
 HV9574;SPC VA N     - 2,144,650.    3,611,220.      MT  (+/- 180 meters Scaled)
 HV9574
 HV9574                          SUPERSEDED SURVEY CONTROL
 HV9574
 HV9574.No superseded survey control is available for this station.
 HV9574
 HV9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ079149(NAD 83)
 HV9574_MARKER: Z = SEE DESCRIPTION
 HV9574_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HV9574_SP_SET: DRIVEN INTO GROUND
 HV9574_MARK LOGO: VA-059
 HV9574_MAGNETIC: I = MARKER IS A STEEL ROD
 HV9574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HV9574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HV9574+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HV9574
 HV9574  HISTORY     - Date     Condition        Report By
 HV9574  HISTORY     - 1991     MONUMENTED       VA-059
 HV9574
 HV9574                          STATION DESCRIPTION
 HV9574
 HV9574'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9574'THE STATION IS LOCATED IN FAIRFAX COUNTY VA.  IT IS ABOUT 3.0 MILES
 HV9574'(4.8 KM) NORTHWEST FROM MCLEAN, 3.2 MILES (5.1 KM) NORTH-NORTHEAST
 HV9574'FROM TYSONS CORNER AND 2.6 MILES (4.2 KM) SOUTHEAST FROM GREAT FALLS
 HV9574'PARK, THE INTERSECTION OF GEORGETOWN PIKE (RTE 193) AND OLD DOMINION
 HV9574'DRIVE (RTE 738).  TO REACH FROM THE INTERSECTION OF OLD GEORGEWTOWN
 HV9574'PIKE AND OLD DOMINION DRIVE, AT GREAT FALLS PARK PROCEED IN A
 HV9574'SOUTHEAST DIRECTION ON GEORGETOWN PIKE FOR 3.02 MILES (4.86 KM) TO
 HV9574'LANGLEY RIDGE ROAD ON THE LEFT.  THENCE WITH LANGLEY RIDGE ROAD FOR
 HV9574'0.3 MILES (0.5 KM) TO A CUL-DE-SAC AND THE STATION.  THE STATION IS
 HV9574'A REINFORCING ROD AND YELLOW PLASTIC CAP DRIVEN IN THE CUL-DE-SAC,
 HV9574'FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9096 ***********************************************************************
 HV9096  DESIGNATION -  FX CO 7
 HV9096  PID         -  HV9096
 HV9096  STATE/COUNTY-  VA/FAIRFAX
 HV9096  USGS QUAD   -  FALLS CHURCH (1994)
 HV9096
 HV9096                         *CURRENT SURVEY CONTROL
 HV9096  ___________________________________________________________________
 HV9096* NAD 83(1993)-  38 56 58.44237(N)    077 09 39.61076(W)     ADJUSTED  
 HV9096* NAVD 88     -        70.609  (meters)     231.66   (feet)  ADJUSTED  
 HV9096  ___________________________________________________________________
 HV9096  X           -   1,103,700.920 (meters)                     COMP
 HV9096  Y           -  -4,842,698.835 (meters)                     COMP
 HV9096  Z           -   3,987,988.829 (meters)                     COMP
 HV9096  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 HV9096  ELLIP HEIGHT-          38.86  (meters)          (05/17/02) GPS OBS
 HV9096  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 HV9096  DYNAMIC HT  -          70.571 (meters)     231.53  (feet)  COMP
 HV9096  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 HV9096
 HV9096  HORZ ORDER  -  SECOND
 HV9096  VERT ORDER  -  THIRD
 HV9096  ELLP ORDER  -  FOURTH    CLASS II
 HV9096
 HV9096.The horizontal coordinates were established by GPS observations
 HV9096.and adjusted by the National Geodetic Survey in November 1994..
 HV9096
 HV9096.The orthometric height was determined by differential leveling
 HV9096.and adjusted by the National Geodetic Survey in September 2004..
 HV9096.No vertical observational check was made to the station.
 HV9096
 HV9096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9096
 HV9096.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9096
 HV9096.The ellipsoidal height was determined by GPS observations
 HV9096.and is referenced to NAD 83.
 HV9096
 HV9096.The geoid height was determined by GEOID03.
 HV9096
 HV9096.The dynamic height is computed by dividing the NAVD 88
 HV9096.geopotential number by the normal gravity value computed on the
 HV9096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9096.degrees latitude (g = 980.6199 gals.).
 HV9096
 HV9096.The modeled gravity was interpolated from observed gravity values.
 HV9096
 HV9096;                    North         East     Units Scale Factor Converg.
 HV9096;SPC VA N     - 2,143,249.085 3,616,066.632   MT  0.99996514   +0 50 08.5
 HV9096;SPC VA N     - 7,031,643.04 11,863,711.94   sFT  0.99996514   +0 50 08.5
 HV9096;SPC MD       -   142,420.004   386,043.690   MT  0.99995067   -0 06 03.8
 HV9096;SPC MD       -   467,256.30  1,266,545.01   sFT  0.99995067   -0 06 03.8
 HV9096;UTM  18      - 4,313,400.681   312,732.787   MT  1.00003184   -1 21 32.0
 HV9096
 HV9096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9096!SPC VA N     -   0.99999390  x   0.99996514  =   0.99995904
 HV9096!SPC MD       -   0.99999390  x   0.99995067  =   0.99994457
 HV9096!UTM  18      -   0.99999390  x   1.00003184  =   1.00002574
 HV9096
 HV9096                          SUPERSEDED SURVEY CONTROL
 HV9096
 HV9096  ELLIP H (11/14/94)   38.81   (m)                       GP(       ) 4 2
 HV9096  NAD 83(1993)-  38 56 58.44136(N)    077 09 39.61317(W) AD(       ) 2
 HV9096  NGVD 29 (09/10/92)   70.9    (m)          233.     (f) GPS OBS        
 HV9096
 HV9096.Superseded values are not recommended for survey control.
 HV9096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9096.See file dsdata.txt to determine how the superseded data were derived.
 HV9096
 HV9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ1273313401(NAD 83)
 HV9096_MARKER: DD = SURVEY DISK
 HV9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9096_SP_SET: CONCRETE POST
 HV9096_STAMPING: FX. CO. NO.7 1991
 HV9096_MARK LOGO: VA-059
 HV9096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9096+STABILITY: SURFACE MOTION
 HV9096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9096+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 HV9096
 HV9096  HISTORY     - Date     Condition        Report By
 HV9096  HISTORY     - 1991     MONUMENTED       VA-059
 HV9096  HISTORY     - 19920129 GOOD             MSI
 HV9096  HISTORY     - 20020809 GOOD             INDIV
 HV9096
 HV9096                          STATION DESCRIPTION
 HV9096
 HV9096'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9096'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, APPROXIMATELY 0.2
 HV9096'MI (0.3 KM) NORTHWEST OF THE TOWN OF LANGLEY.  TO REACH THE STATION
 HV9096'FROM THE INTERSECTION OF GEORGETOWN PIKE (S.R. 193) AND THE CAPITAL
 HV9096'BELTWAY (I-495, EXIT 13), PROCEED EAST ALONG GEORGETOWN PIKE FOR
 HV9096'APPROXIMATELY 1.7 MI (2.7 KM) TO ITS INTERSECTION WITH TURKEY RUN
 HV9096'ROAD (S.R. 798). TURN RIGHT ONTO TURKEY RUN ROAD AND TRAVEL 0.2 MI
 HV9096'(0.3 KM) NORTH TO THE INTERSECTION WITH KEDLESTON COURT (S.R. 7308)
 HV9096'AND THE STATION ON THE RIGHT.
 HV9096'THE STATION IS A FAIRFAX COUNTY DISK SET IN THE TOP OF A CONCRETE
 HV9096'MONUMENT FLUSH WITH THE GROUND SURFACE, STAMPED FX. CO. NO.7 1991.
 HV9096'THE DISK IS LOCATED ON THE EAST SIDE OF TURKEY RUN ROAD, OPPOSITE THE
 HV9096'CENTERLINE OF KEDLESTON COURT.
 HV9096
 HV9096                          STATION RECOVERY (1992)
 HV9096
 HV9096'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9096'RECOVERED IN GOOD CONDITION.
 HV9096
 HV9096                          STATION RECOVERY (2002)
 HV9096
 HV9096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 HV9096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV9097 ***********************************************************************
 HV9097  DESIGNATION -  FX CO 8
 HV9097  PID         -  HV9097
 HV9097  STATE/COUNTY-  VA/FAIRFAX
 HV9097  USGS QUAD   -  FALLS CHURCH (1994)
 HV9097
 HV9097                         *CURRENT SURVEY CONTROL
 HV9097  ___________________________________________________________________
 HV9097* NAD 83(1993)-  38 57 15.52240(N)    077 11 35.19336(W)     ADJUSTED  
 HV9097* NAVD 88     -        95.600  (meters)     313.65   (feet)  ADJUSTED  
 HV9097  ___________________________________________________________________
 HV9097  X           -   1,100,918.003 (meters)                     COMP
 HV9097  Y           -  -4,843,012.624 (meters)                     COMP
 HV9097  Z           -   3,988,414.159 (meters)                     COMP
 HV9097  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HV9097  ELLIP HEIGHT-          63.87  (meters)          (05/17/02) GPS OBS
 HV9097  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 HV9097  DYNAMIC HT  -          95.549 (meters)     313.48  (feet)  COMP
 HV9097  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 HV9097
 HV9097  HORZ ORDER  -  SECOND
 HV9097  VERT ORDER  -  THIRD
 HV9097  ELLP ORDER  -  FOURTH    CLASS II
 HV9097
 HV9097.The horizontal coordinates were established by GPS observations
 HV9097.and adjusted by the National Geodetic Survey in November 1994..
 HV9097
 HV9097.The orthometric height was determined by differential leveling
 HV9097.and adjusted by the National Geodetic Survey in September 2004..
 HV9097.No vertical observational check was made to the station.
 HV9097
 HV9097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HV9097
 HV9097.The Laplace correction was computed from DEFLEC99 derived deflections.
 HV9097
 HV9097.The ellipsoidal height was determined by GPS observations
 HV9097.and is referenced to NAD 83.
 HV9097
 HV9097.The geoid height was determined by GEOID03.
 HV9097
 HV9097.The dynamic height is computed by dividing the NAVD 88
 HV9097.geopotential number by the normal gravity value computed on the
 HV9097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV9097.degrees latitude (g = 980.6199 gals.).
 HV9097
 HV9097.The modeled gravity was interpolated from observed gravity values.
 HV9097
 HV9097;                    North         East     Units Scale Factor Converg.
 HV9097;SPC VA N     - 2,143,735.612 3,613,276.295   MT  0.99996562   +0 48 56.4
 HV9097;SPC VA N     - 7,033,239.25 11,854,557.31   sFT  0.99996562   +0 48 56.4
 HV9097;SPC MD       -   142,952.078   383,261.722   MT  0.99995078   -0 07 16.3
 HV9097;SPC MD       -   469,001.94  1,257,417.83   sFT  0.99995078   -0 07 16.3
 HV9097;UTM  18      - 4,313,993.751   309,962.927   MT  1.00004471   -1 22 45.2
 HV9097
 HV9097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HV9097!SPC VA N     -   0.99998998  x   0.99996562  =   0.99995560
 HV9097!SPC MD       -   0.99998998  x   0.99995078  =   0.99994076
 HV9097!UTM  18      -   0.99998998  x   1.00004471  =   1.00003469
 HV9097
 HV9097                          SUPERSEDED SURVEY CONTROL
 HV9097
 HV9097  ELLIP H (11/14/94)   63.82   (m)                       GP(       ) 4 2
 HV9097  NAD 83(1993)-  38 57 15.52135(N)    077 11 35.19613(W) AD(       ) 2
 HV9097  NGVD 29 (09/10/92)   95.8    (m)          314.     (f) GPS OBS        
 HV9097
 HV9097.Superseded values are not recommended for survey control.
 HV9097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV9097.See file dsdata.txt to determine how the superseded data were derived.
 HV9097
 HV9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ0996313994(NAD 83)
 HV9097_MARKER: DD = SURVEY DISK
 HV9097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV9097_SP_SET: CONCRETE POST
 HV9097_STAMPING: FX. CO. NO.8 1991
 HV9097_MARK LOGO: VA-059
 HV9097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HV9097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV9097+STABILITY: SURFACE MOTION
 HV9097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HV9097+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 HV9097
 HV9097  HISTORY     - Date     Condition        Report By
 HV9097  HISTORY     - 1991     MONUMENTED       VA-059
 HV9097  HISTORY     - 19920129 GOOD             MSI
 HV9097
 HV9097                          STATION DESCRIPTION
 HV9097
 HV9097'DESCRIBED BY FAIRFAX COUNTY VIRGINIA 1991
 HV9097'THE STATION IS LOCATED IN FAIRFAX COUNTY, VIRGINIA, APPROXIMATELY 1.4
 HV9097'MI (2.3 KM) NORTH OF THE TOWN OF MCLEAN.  TO REACH THE STATION FROM
 HV9097'THE INTERSECTION OF GEORGETOWN PIKE (S.R. 193) AND OLD DOMINION DRIVE
 HV9097'(S.R. 738), AT GREAT FALLS PARK, PROCEED SOUTHEASTERLY ALONG
 HV9097'GEORGETOWN PIKE FOR 4.25 MI (6.84 KM) TO THE STATION AT THE
 HV9097'INTERSECTION OF I-495 AND GEORGETOWN PIKE.
 HV9097'THE STATION IS A FAIRFAX COUNTY DISK SET IN THE TOP OF A CONCRETE
 HV9097'MONUMENT FLUSH WITH THE GROUND SURFACE, STAMPED FX. CO. NO.8 1991.
 HV9097'THE DISK IS LOCATED EAST OF THE BELTWAY, IN A TRAFFIC ISLAND, NORTH
 HV9097'OF THE EASTBOUND LANES OF GEORGETOWN PIKE.
 HV9097
 HV9097                          STATION RECOVERY (1992)
 HV9097
 HV9097'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1992
 HV9097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW1733 ***********************************************************************
 GW1733  DESIGNATION -  G 100
 GW1733  PID         -  GW1733
 GW1733  STATE/COUNTY-  VA/ALLEGHANY
 GW1733  USGS QUAD   -  COVINGTON (1984)
 GW1733
 GW1733                         *CURRENT SURVEY CONTROL
 GW1733  ___________________________________________________________________
 GW1733* NAD 83(1986)-  37 51 22.     (N)    079 57 43.     (W)     SCALED    
 GW1733* NAVD 88     -       651.616  (meters)    2137.84   (feet)  ADJUSTED  
 GW1733  ___________________________________________________________________
 GW1733  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GW1733  DYNAMIC HT  -         651.067 (meters)    2136.04  (feet)  COMP
 GW1733  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 GW1733
 GW1733  VERT ORDER  -  SECOND    CLASS 0
 GW1733
 GW1733.The horizontal coordinates were scaled from a topographic map and have
 GW1733.an estimated accuracy of +/- 6 seconds.
 GW1733
 GW1733.The orthometric height was determined by differential leveling
 GW1733.and adjusted by the National Geodetic Survey in June 1991..
 GW1733
 GW1733.The geoid height was determined by GEOID03.
 GW1733
 GW1733.The dynamic height is computed by dividing the NAVD 88
 GW1733.geopotential number by the normal gravity value computed on the
 GW1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW1733.degrees latitude (g = 980.6199 gals.).
 GW1733
 GW1733.The modeled gravity was interpolated from observed gravity values.
 GW1733
 GW1733;                    North         East    Units  Estimated Accuracy
 GW1733;SPC VA S     - 1,169,990.    3,371,350.      MT  (+/- 180 meters Scaled)
 GW1733
 GW1733                          SUPERSEDED SURVEY CONTROL
 GW1733
 GW1733  NGVD 29 (??/??/92)  651.767  (m)         2138.34   (f) ADJ UNCH    2 0
 GW1733
 GW1733.Superseded values are not recommended for survey control.
 GW1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW1733.See file dsdata.txt to determine how the superseded data were derived.
 GW1733
 GW1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNB913903(NAD 83)
 GW1733_MARKER: DB = BENCH MARK DISK
 GW1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW1733_STAMPING: G 100 1935
 GW1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW1733+STABILITY: SURFACE MOTION
 GW1733
 GW1733  HISTORY     - Date     Condition        Report By
 GW1733  HISTORY     - 1935     MONUMENTED       CGS
 GW1733  HISTORY     - 1962     GOOD             NGS
 GW1733
 GW1733                          STATION DESCRIPTION
 GW1733
 GW1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GW1733'6.3 MI NE FROM COVINGTON.
 GW1733'ABOUT 6.3 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE
 GW1733'POST OFFICE AT COVINGTON, ALLEGHANY COUNTY, AT A ROAD JUNCTION,
 GW1733'48 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 GW1733'SOUTHWEST OF A SIDE ROAD LEADING SOUTHEAST TO THE THOMAS GATHRIGHT
 GW1733'HOUSE, 20 FEET WEST OF A GATE, AND ABOUT 5 FEET WEST OF A SMALL
 GW1733'MAPLE TREE.  A STANDARD DISK, STAMPED G 100 1935 AND SET IN THE
 GW1733'TOP OF A CONCRETE POST.  A STEEL WITNESS POST WAS SET 1 FOOT EAST
 GW1733'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1716 ***********************************************************************
 HW1716  DESIGNATION -  G 101
 HW1716  PID         -  HW1716
 HW1716  STATE/COUNTY-  VA/AUGUSTA
 HW1716  USGS QUAD   -  PARNASSUS (1986)
 HW1716
 HW1716                         *CURRENT SURVEY CONTROL
 HW1716  ___________________________________________________________________
 HW1716* NAD 83(1986)-  38 16 57.     (N)    079 00 55.     (W)     SCALED    
 HW1716* NAVD 88     -       426.955  (meters)    1400.77   (feet)  ADJUSTED  
 HW1716  ___________________________________________________________________
 HW1716  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HW1716  DYNAMIC HT  -         426.636 (meters)    1399.72  (feet)  COMP
 HW1716  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 HW1716
 HW1716  VERT ORDER  -  SECOND    CLASS 0
 HW1716
 HW1716.The horizontal coordinates were scaled from a topographic map and have
 HW1716.an estimated accuracy of +/- 6 seconds.
 HW1716
 HW1716.The orthometric height was determined by differential leveling
 HW1716.and adjusted by the National Geodetic Survey in June 1991..
 HW1716
 HW1716.The geoid height was determined by GEOID03.
 HW1716
 HW1716.The dynamic height is computed by dividing the NAVD 88
 HW1716.geopotential number by the normal gravity value computed on the
 HW1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1716.degrees latitude (g = 980.6199 gals.).
 HW1716
 HW1716.The modeled gravity was interpolated from observed gravity values.
 HW1716
 HW1716;                    North         East    Units  Estimated Accuracy
 HW1716;SPC VA N     - 2,068,480.    3,454,920.      MT  (+/- 180 meters Scaled)
 HW1716
 HW1716                          SUPERSEDED SURVEY CONTROL
 HW1716
 HW1716  NGVD 29 (??/??/92)  427.085  (m)         1401.19   (f) ADJ UNCH    2 0
 HW1716
 HW1716.Superseded values are not recommended for survey control.
 HW1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1716.See file dsdata.txt to determine how the superseded data were derived.
 HW1716
 HW1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC735390(NAD 83)
 HW1716_MARKER: DB = BENCH MARK DISK
 HW1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1716_STAMPING: G 101 1935
 HW1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1716+STABILITY: SURFACE MOTION
 HW1716
 HW1716  HISTORY     - Date     Condition        Report By
 HW1716  HISTORY     - 1935     MONUMENTED       CGS
 HW1716
 HW1716                          STATION DESCRIPTION
 HW1716
 HW1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1716'1.5 MI NW FROM MOUNT SIDNEY.
 HW1716'1.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626 FROM THE
 HW1716'JUNCTION OF U.S. HIGHWAY 11 AT MOUNT SIDNEY, AUGUSTA COUNTY,
 HW1716'THENCE 2.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 616,
 HW1716'200 FEET NORTHWEST OF A CONCRETE BRIDGE ON THE HIGHWAY, AT
 HW1716'ROMAN, AT THE JUNCTION OF SECONDARY STATE HIGHWAY 732, 30 FEET
 HW1716'SOUTHEAST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY 732,
 HW1716'20 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY STATE HIGHWAY
 HW1716'616, 18 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT NORTHEAST
 HW1716'OF THE FENCE.  A STANDARD DISK, STAMPED G 101 1935 AND SET IN
 HW1716'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1856 ***********************************************************************
 HW1856  DESIGNATION -  G 102
 HW1856  PID         -  HW1856
 HW1856  STATE/COUNTY-  VA/HIGHLAND
 HW1856  USGS QUAD   -  DOE HILL (1977)
 HW1856
 HW1856                         *CURRENT SURVEY CONTROL
 HW1856  ___________________________________________________________________
 HW1856* NAD 83(1986)-  38 25 56.     (N)    079 29 35.     (W)     SCALED    
 HW1856* NAVD 88     -      1098.968  (meters)    3605.53   (feet)  ADJUSTED  
 HW1856  ___________________________________________________________________
 HW1856  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HW1856  DYNAMIC HT  -        1098.036 (meters)    3602.47  (feet)  COMP
 HW1856  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 HW1856
 HW1856  VERT ORDER  -  SECOND    CLASS 0
 HW1856
 HW1856.The horizontal coordinates were scaled from a topographic map and have
 HW1856.an estimated accuracy of +/- 6 seconds.
 HW1856
 HW1856.The orthometric height was determined by differential leveling
 HW1856.and adjusted by the National Geodetic Survey in June 1991..
 HW1856
 HW1856.The geoid height was determined by GEOID03.
 HW1856
 HW1856.The dynamic height is computed by dividing the NAVD 88
 HW1856.geopotential number by the normal gravity value computed on the
 HW1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1856.degrees latitude (g = 980.6199 gals.).
 HW1856
 HW1856.The modeled gravity was interpolated from observed gravity values.
 HW1856
 HW1856;                    North         East    Units  Estimated Accuracy
 HW1856;SPC VA N     - 2,085,440.    3,413,300.      MT  (+/- 180 meters Scaled)
 HW1856
 HW1856                          SUPERSEDED SURVEY CONTROL
 HW1856
 HW1856  NGVD 29 (??/??/92) 1099.017  (m)         3605.69   (f) ADJ UNCH    2 0
 HW1856
 HW1856.Superseded values are not recommended for survey control.
 HW1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1856.See file dsdata.txt to determine how the superseded data were derived.
 HW1856
 HW1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC315548(NAD 83)
 HW1856_MARKER: DB = BENCH MARK DISK
 HW1856_SETTING: 66 = SET IN ROCK OUTCROP
 HW1856_SP_SET: ROCK OUTCROP
 HW1856_STAMPING: G 102 1935
 HW1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HW1856+STABILITY: POSITION/ELEVATION WELL
 HW1856
 HW1856  HISTORY     - Date     Condition        Report By
 HW1856  HISTORY     - 1935     MONUMENTED       CGS
 HW1856
 HW1856                          STATION DESCRIPTION
 HW1856
 HW1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1856'4.2 MI W FROM DOE HILL.
 HW1856'4.2 MILES WEST ALONG SECONDARY STATE HIGHWAY 624 FROM THE POST
 HW1856'OFFICE AT DOE HILL, HIGHLAND COUNTY, 0.3 MILE NORTHWEST OF THE
 HW1856'TOP OF JACK MOUNTAIN, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 HW1856'12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 HW1856'A ROCK OUTCROP, AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HW1856'A STANDARD DISK, STAMPED G 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1658 ***********************************************************************
 HW1658  DESIGNATION -  G 103
 HW1658  PID         -  HW1658
 HW1658  STATE/COUNTY-  VA/HIGHLAND
 HW1658  USGS QUAD   -  MC DOWELL (1969)
 HW1658
 HW1658                         *CURRENT SURVEY CONTROL
 HW1658  ___________________________________________________________________
 HW1658* NAD 83(1986)-  38 20 51.     (N)    079 25 35.     (W)     SCALED    
 HW1658* NAVD 88     -       647.725  (meters)    2125.08   (feet)  ADJUSTED  
 HW1658  ___________________________________________________________________
 HW1658  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HW1658  DYNAMIC HT  -         647.215 (meters)    2123.40  (feet)  COMP
 HW1658  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 HW1658
 HW1658  VERT ORDER  -  SECOND    CLASS 0
 HW1658
 HW1658.The horizontal coordinates were scaled from a topographic map and have
 HW1658.an estimated accuracy of +/- 6 seconds.
 HW1658
 HW1658.The orthometric height was determined by differential leveling
 HW1658.and adjusted by the National Geodetic Survey in June 1991..
 HW1658
 HW1658.The geoid height was determined by GEOID03.
 HW1658
 HW1658.The dynamic height is computed by dividing the NAVD 88
 HW1658.geopotential number by the normal gravity value computed on the
 HW1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1658.degrees latitude (g = 980.6199 gals.).
 HW1658
 HW1658.The modeled gravity was interpolated from observed gravity values.
 HW1658
 HW1658;                    North         East    Units  Estimated Accuracy
 HW1658;SPC VA N     - 2,075,980.    3,419,020.      MT  (+/- 180 meters Scaled)
 HW1658
 HW1658                          SUPERSEDED SURVEY CONTROL
 HW1658
 HW1658  NGVD 29 (??/??/92)  647.816  (m)         2125.38   (f) ADJ UNCH    2 0
 HW1658
 HW1658.Superseded values are not recommended for survey control.
 HW1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1658.See file dsdata.txt to determine how the superseded data were derived.
 HW1658
 HW1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC375455(NAD 83)
 HW1658_MARKER: DB = BENCH MARK DISK
 HW1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1658_STAMPING: G 103 1935
 HW1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1658+STABILITY: SURFACE MOTION
 HW1658
 HW1658  HISTORY     - Date     Condition        Report By
 HW1658  HISTORY     - 1935     MONUMENTED       CGS
 HW1658
 HW1658                          STATION DESCRIPTION
 HW1658
 HW1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1658'6.5 MI SW FROM PALO ALTO.
 HW1658'6.5 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 614 FROM THE
 HW1658'JUNCTION OF SECONDARY STATE HIGHWAY 620 AT PALO ALTO, HIGHLAND
 HW1658'COUNTY, 1.9 MILES NORTH-NORTHEAST OF THE INTERSECTION OF U.S.
 HW1658'HIGHWAY 250, 0.4 MILE SOUTHWEST OF THE JUNCTION OF SECONDARY
 HW1658'STATE HIGHWAY 618 LEADING NORTHWEST, 220 FEET SOUTHWEST OF A GATE
 HW1658'ACROSS A ROAD LEADING SOUTH TO A FARMHOUSE, 100 FEET NORTH OF
 HW1658'THE NORTH CORNER OF A BARN, AT THE TOP OF A SMALL HILL, 18 FEET
 HW1658'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHWEST
 HW1658'OF A RAIL FENCE.  A STANDARD DISK, STAMPED G 103 1935 AND SET
 HW1658'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1629 ***********************************************************************
 HW1629  DESIGNATION -  G 104
 HW1629  PID         -  HW1629
 HW1629  STATE/COUNTY-  VA/AUGUSTA
 HW1629  USGS QUAD   -  STOKESVILLE (1967)
 HW1629
 HW1629                         *CURRENT SURVEY CONTROL
 HW1629  ___________________________________________________________________
 HW1629* NAD 83(1986)-  38 21 36.     (N)    079 10 54.     (W)     SCALED    
 HW1629* NAVD 88     -       507.343  (meters)    1664.51   (feet)  ADJUSTED  
 HW1629  ___________________________________________________________________
 HW1629  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 HW1629  DYNAMIC HT  -         506.956 (meters)    1663.24  (feet)  COMP
 HW1629  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 HW1629
 HW1629  VERT ORDER  -  SECOND    CLASS 0
 HW1629
 HW1629.The horizontal coordinates were scaled from a topographic map and have
 HW1629.an estimated accuracy of +/- 6 seconds.
 HW1629
 HW1629.The orthometric height was determined by differential leveling
 HW1629.and adjusted by the National Geodetic Survey in June 1991..
 HW1629
 HW1629.The geoid height was determined by GEOID03.
 HW1629
 HW1629.The dynamic height is computed by dividing the NAVD 88
 HW1629.geopotential number by the normal gravity value computed on the
 HW1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1629.degrees latitude (g = 980.6199 gals.).
 HW1629
 HW1629.The modeled gravity was interpolated from observed gravity values.
 HW1629
 HW1629;                    North         East    Units  Estimated Accuracy
 HW1629;SPC VA N     - 2,077,180.    3,440,420.      MT  (+/- 180 meters Scaled)
 HW1629
 HW1629                          SUPERSEDED SURVEY CONTROL
 HW1629
 HW1629  NGVD 29 (??/??/92)  507.455  (m)         1664.88   (f) ADJ UNCH    2 0
 HW1629
 HW1629.Superseded values are not recommended for survey control.
 HW1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1629.See file dsdata.txt to determine how the superseded data were derived.
 HW1629
 HW1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC588473(NAD 83)
 HW1629_MARKER: DB = BENCH MARK DISK
 HW1629_SETTING: 80 = SET IN A BOULDER
 HW1629_STAMPING: G 104 1935
 HW1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1629+STABILITY: SURFACE MOTION
 HW1629
 HW1629  HISTORY     - Date     Condition        Report By
 HW1629  HISTORY     - 1935     MONUMENTED       CGS
 HW1629
 HW1629                          STATION DESCRIPTION
 HW1629
 HW1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HW1629'1 MI NW FROM STOKESVILLE.
 HW1629'1.0 MILE NORTHWEST ALONG SECONDARY STATE HIGHWAY 718 FROM THE
 HW1629'JUNCTION OF SECONDARY STATE HIGHWAY 730 AT STOKESVILLE, AUGUSTA
 HW1629'COUNTY, THENCE 1.4 MILES SOUTHWEST ALONG A FOREST SERVICE ROAD,
 HW1629'AT THE NORTH EDGE OF A CREEK, 30 FEET EAST OF THE EAST END OF A
 HW1629'CURVE IN THE ROAD, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HW1629'8 FEET EAST OF A GALVANIZED CULVERT, IN THE TOP OF A LARGE
 HW1629'BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G
 HW1629'104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW1187 ***********************************************************************
 HW1187  DESIGNATION -  G 105
 HW1187  PID         -  HW1187
 HW1187  STATE/COUNTY-  VA/ROCKINGHAM
 HW1187  USGS QUAD   -  FULKS RUN (1994)
 HW1187
 HW1187                         *CURRENT SURVEY CONTROL
 HW1187  ___________________________________________________________________
 HW1187* NAD 83(1986)-  38 38 45.     (N)    078 55 51.     (W)     SCALED    
 HW1187* NAVD 88     -       400.783  (meters)    1314.90   (feet)  ADJUSTED  
 HW1187  ___________________________________________________________________
 HW1187  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HW1187  DYNAMIC HT  -         400.499 (meters)    1313.97  (feet)  COMP
 HW1187  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 HW1187
 HW1187  VERT ORDER  -  SECOND    CLASS 0
 HW1187
 HW1187.The horizontal coordinates were scaled from a topographic map and have
 HW1187.an estimated accuracy of +/- 6 seconds.
 HW1187
 HW1187.The orthometric height was determined by differential leveling
 HW1187.and adjusted by the National Geodetic Survey in June 1991..
 HW1187
 HW1187.The geoid height was determined by GEOID03.
 HW1187
 HW1187.The dynamic height is computed by dividing the NAVD 88
 HW1187.geopotential number by the normal gravity value computed on the
 HW1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW1187.degrees latitude (g = 980.6199 gals.).
 HW1187
 HW1187.The modeled gravity was interpolated from observed gravity values.
 HW1187
 HW1187;                    North         East    Units  Estimated Accuracy
 HW1187;SPC VA N     - 2,108,770.    3,462,500.      MT  (+/- 180 meters Scaled)
 HW1187
 HW1187                          SUPERSEDED SURVEY CONTROL
 HW1187
 HW1187  NGVD 29 (??/??/92)  400.925  (m)         1315.37   (f) ADJ UNCH    2 0
 HW1187
 HW1187.Superseded values are not recommended for survey control.
 HW1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW1187.See file dsdata.txt to determine how the superseded data were derived.
 HW1187
 HW1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC800795(NAD 83)
 HW1187_MARKER: DB = BENCH MARK DISK
 HW1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW1187_STAMPING: G 105 1935
 HW1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW1187+STABILITY: SURFACE MOTION
 HW1187
 HW1187  HISTORY     - Date     Condition        Report By
 HW1187  HISTORY     - 1935     MONUMENTED       CGS
 HW1187  HISTORY     - 1962     GOOD             NGS
 HW1187  HISTORY     - 1963     GOOD             USGS
 HW1187
 HW1187                          STATION DESCRIPTION
 HW1187
 HW1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HW1187'1.6 MI SW FROM FULKS RUN.
 HW1187'0.7 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 818 FROM THE
 HW1187'J.D. CUSTER STORE AT FULKS RUN, ROCKINGHAM COUNTY, THENCE 0.9
 HW1187'MILE SOUTH ALONG SECONDARY STATE HIGHWAY 817, NEAR MT. CARMEL
 HW1187'CHURCH, 65 FEET NORTH OF THE FOOT OF A HILL, 45 FEET SOUTHWEST
 HW1187'OF THE FOOT OF ANOTHER HILL, 30 FEET SOUTHWEST OF A SMALL STREAM,
 HW1187'18 FEET NORTHWEST OF THE HIGHWAY, AND 3 FEET SOUTHEAST OF A
 HW1187'RAIL FENCE.  A STANDARD DISK, STAMPED G 105 1935 AND SET IN THE
 HW1187'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JULY 1943 THAT
 HW1187'A MASONRY WALL BEING CONSTRUCTED AROUND THE CHURCH PROPERTY WILL
 HW1187'COVER THE MARK.  MARK IS NOW WITHIN THE NORTH MASONRY WALL.  A
 HW1187'HOLE HAS BEEN LEFT IN THE WALL FOR THE RECOVERY OF THE MARK.
 HW1187
 HW1187                          STATION RECOVERY (1963)
 HW1187
 HW1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HW1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HW0483 ***********************************************************************
 HW0483  DESIGNATION -  G 106
 HW0483  PID         -  HW0483
 HW0483  STATE/COUNTY-  VA/ALBEMARLE
 HW0483  USGS QUAD   -  KESWICK (1984)
 HW0483
 HW0483                         *CURRENT SURVEY CONTROL
 HW0483  ___________________________________________________________________
 HW0483* NAD 83(1986)-  38 03 39.     (N)    078 16 30.     (W)     SCALED    
 HW0483* NAVD 88     -       131.689  (meters)     432.05   (feet)  ADJUSTED  
 HW0483  ___________________________________________________________________
 HW0483  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HW0483  DYNAMIC HT  -         131.599 (meters)     431.75  (feet)  COMP
 HW0483  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HW0483
 HW0483  VERT ORDER  -  SECOND    CLASS 0
 HW0483
 HW0483.The horizontal coordinates were scaled from a topographic map and have
 HW0483.an estimated accuracy of +/- 6 seconds.
 HW0483
 HW0483.The orthometric height was determined by differential leveling
 HW0483.and adjusted by the National Geodetic Survey in June 1991..
 HW0483
 HW0483.The geoid height was determined by GEOID03.
 HW0483
 HW0483.The dynamic height is computed by dividing the NAVD 88
 HW0483.geopotential number by the normal gravity value computed on the
 HW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HW0483.degrees latitude (g = 980.6199 gals.).
 HW0483
 HW0483.The modeled gravity was interpolated from observed gravity values.
 HW0483
 HW0483;                    North         East    Units  Estimated Accuracy
 HW0483;SPC VA S     - 1,191,740.    3,519,750.      MT  (+/- 180 meters Scaled)
 HW0483
 HW0483                          SUPERSEDED SURVEY CONTROL
 HW0483
 HW0483  NGVD 29 (??/??/92)  131.932  (m)          432.85   (f) ADJ UNCH    2 0
 HW0483
 HW0483.Superseded values are not recommended for survey control.
 HW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HW0483.See file dsdata.txt to determine how the superseded data were derived.
 HW0483
 HW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC390160(NAD 83)
 HW0483_MARKER: DB = BENCH MARK DISK
 HW0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HW0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HW0483_STAMPING: G 106 1935
 HW0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HW0483+STABILITY: SURFACE MOTION
 HW0483
 HW0483  HISTORY     - Date     Condition        Report By
 HW0483  HISTORY     - 1935     MONUMENTED       CGS
 HW0483  HISTORY     - 1963     MARK NOT FOUND   NGS
 HW0483
 HW0483                          STATION DESCRIPTION
 HW0483
 HW0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HW0483'0.5 MI W FROM COBHAM.
 HW0483'0.5 MILE WEST ALONG STATE HIGHWAY 22 FROM THE CHESAPEAKE AND OHIO
 HW0483'RAILWAY STATION AT COBHAM, ALBEMARLE COUNTY, AT THE ENTRANCE TO
 HW0483'A FARMHOUSE (THERE ARE FOUR LARGE CEMENT POSTS AT THE ENTRANCE),
 HW0483'40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET WEST
 HW0483'OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 106 1935 AND SET
 HW0483'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GW0147 ***********************************************************************
 GW0147  DESIGNATION -  G 107
 GW0147  PID         -  GW0147
 GW0147  STATE/COUNTY-  VA/FLUVANNA
 GW0147  USGS QUAD   -  SCOTTSVILLE (1974)
 GW0147
 GW0147                         *CURRENT SURVEY CONTROL
 GW0147  ___________________________________________________________________
 GW0147* NAD 83(1986)-  37 47 21.     (N)    078 22 54.     (W)     SCALED    
 GW0147* NAVD 88     -       142.538  (meters)     467.64   (feet)  ADJUSTED  
 GW0147  ___________________________________________________________________
 GW0147  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 GW0147  DYNAMIC HT  -         142.440 (meters)     467.32  (feet)  COMP
 GW0147  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 GW0147
 GW0147  VERT ORDER  -  FIRST     CLASS II
 GW0147
 GW0147.The horizontal coordinates were scaled from a topographic map and have
 GW0147.an estimated accuracy of +/- 6 seconds.
 GW0147
 GW0147.The orthometric height was determined by differential leveling
 GW0147.and adjusted by the National Geodetic Survey in June 1991..
 GW0147
 GW0147.The geoid height was determined by GEOID03.
 GW0147
 GW0147.The dynamic height is computed by dividing the NAVD 88
 GW0147.geopotential number by the normal gravity value computed on the
 GW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GW0147.degrees latitude (g = 980.6199 gals.).
 GW0147
 GW0147.The modeled gravity was interpolated from observed gravity values.
 GW0147
 GW0147;                    North         East    Units  Estimated Accuracy
 GW0147;SPC VA S     - 1,161,570.    3,510,420.      MT  (+/- 180 meters Scaled)
 GW0147
 GW0147                          SUPERSEDED SURVEY CONTROL
 GW0147
 GW0147  NGVD 29 (??/??/92)  142.831  (m)          468.60   (f) ADJ UNCH    1 2
 GW0147
 GW0147.Superseded values are not recommended for survey control.
 GW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GW0147.See file dsdata.txt to determine how the superseded data were derived.
 GW0147
 GW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB305856(NAD 83)
 GW0147_MARKER: DB = BENCH MARK DISK
 GW0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GW0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GW0147_STAMPING: G 107 1935
 GW0147_MARK LOGO: CGS   
 GW0147_PROJECTION: PROJECTING 20 CENTIMETERS
 GW0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GW0147+STABILITY: SURFACE MOTION
 GW0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GW0147+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 GW0147
 GW0147  HISTORY     - Date     Condition        Report By
 GW0147  HISTORY     - 1935     MONUMENTED       CGS
 GW0147  HISTORY     - 1983     GOOD             NGS
 GW0147  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 GW0147  HISTORY     - 20031009 GOOD             USPSQD
 GW0147  HISTORY     - 20060209 GOOD             USPSQD
 GW0147
 GW0147                          STATION DESCRIPTION
 GW0147
 GW0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GW0147'1.5 MI SW FROM KIDDS STORE.
 GW0147'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 6 FROM THE ROAD JUNCTION
 GW0147'AT KIDDS STORE, FLUVANNA COUNTY, 80 FEET NORTH OF A MAILBOX BELONGING
 GW0147'IN 1935 TO M.S. GLASS, 25 FEET EAST OF THE CENTERLINE OF THE
 GW0147'HIGHWAY, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED G
 GW0147'107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GW0147
 GW0147                          STATION RECOVERY (1983)
 GW0147
 GW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GW0147'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.1 KM
 GW0147'(6.9 MI) EAST ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF STATE HIGHWAY
 GW0147'20 IN SCOTTSVILLE TO THE MARK ON THE RIGHT, 6.10 METERS (20.0 FT)
 GW0147'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.10 METERS (13.5 FT) WEST
 GW0147'OF A UTILITY POLE, 22.86 METERS (75.0 FT) SOUTHWEST OF THE CENTER OF
 GW0147'THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO DEER FIELD FARM.
 GW0147'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
 GW0147'THE MARK IS 0.61 M ABOVE HIGHWAY.
 GW0147
 GW0147                          STATION RECOVERY (1998)
 GW0147
 GW0147'RECOVERY NOTE BY US POWER SQUADRON 1998
 GW0147'MARK NOT FOUND.
 GW0147
 GW0147                          STATION RECOVERY (2003)
 GW0147
 GW0147'RECOVERY NOTE BY US POWER SQUADRON 2003 (EEC)
 GW0147'RECOVERED IN GOOD CONDITION.
 GW0147
 GW0147                          STATION RECOVERY (2006)
 GW0147
 GW0147'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GW0147'WITNESS POST HAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GY0565 ***********************************************************************
 GY0565  DESIGNATION -  G 108
 GY0565  PID         -  GY0565
 GY0565  STATE/COUNTY-  VA/DICKENSON
 GY0565  USGS QUAD   -  HAYSI (1977)
 GY0565
 GY0565                         *CURRENT SURVEY CONTROL
 GY0565  ___________________________________________________________________
 GY0565* NAD 83(1986)-  37 14 34.     (N)    082 19 11.     (W)     SCALED    
 GY0565* NAVD 88     -       366.865  (meters)    1203.62   (feet)  ADJUSTED  
 GY0565  ___________________________________________________________________
 GY0565  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 GY0565  DYNAMIC HT  -         366.563 (meters)    1202.63  (feet)  COMP
 GY0565  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 GY0565
 GY0565  VERT ORDER  -  SECOND    CLASS 0
 GY0565
 GY0565.The horizontal coordinates were scaled from a topographic map and have
 GY0565.an estimated accuracy of +/- 6 seconds.
 GY0565
 GY0565.The orthometric height was determined by differential leveling
 GY0565.and adjusted by the National Geodetic Survey in June 1991..
 GY0565
 GY0565.The geoid height was determined by GEOID03.
 GY0565
 GY0565.The dynamic height is computed by dividing the NAVD 88
 GY0565.geopotential number by the normal gravity value computed on the
 GY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GY0565.degrees latitude (g = 980.6199 gals.).
 GY0565
 GY0565.The modeled gravity was interpolated from observed gravity values.
 GY0565
 GY0565;                    North         East    Units  Estimated Accuracy
 GY0565;SPC VA S     - 1,107,780.    3,161,190.      MT  (+/- 180 meters Scaled)
 GY0565
 GY0565                          SUPERSEDED SURVEY CONTROL
 GY0565
 GY0565  NGVD 29 (??/??/92)  367.050  (m)         1204.23   (f) ADJ UNCH    2 0
 GY0565
 GY0565.Superseded values are not recommended for survey control.
 GY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GY0565.See file dsdata.txt to determine how the superseded data were derived.
 GY0565
 GY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB829226(NAD 83)
 GY0565_MARKER: DB = BENCH MARK DISK
 GY0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GY0565_SP_SET: BRIDGE
 GY0565_STAMPING: G 108 1935
 GY0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GY0565
 GY0565  HISTORY     - Date     Condition        Report By
 GY0565  HISTORY     - 1935     MONUMENTED       CGS
 GY0565  HISTORY     - 1958     GOOD             NGS
 GY0565
 GY0565                          STATION DESCRIPTION
 GY0565
 GY0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GY0565'3 MI N FROM HAYSI.
 GY0565'3.05 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE NORTH
 GY0565'END OF RUSSEL TUNNEL AT HAYSI, 0.4 MILE SOUTH OF MILEPOST 8,
 GY0565'13 1/2 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE EAST END OF
 GY0565'THE SOUTH ABUTMENT OF A RAILROAD BRIDGE OVER A GRADED ROAD AND
 GY0565'A SMALL STREAM, 1 FOOT WEST OF THE EAST END OF THE SECOND STEP OF
 GY0565'THE ABUTMENT, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GA0168 ***********************************************************************
 GA0168  DESIGNATION -  G 109
 GA0168  PID         -  GA0168
 GA0168  STATE/COUNTY-  VA/WISE
 GA0168  USGS QUAD   -  ST PAUL (1991)
 GA0168
 GA0168                         *CURRENT SURVEY CONTROL
 GA0168  ___________________________________________________________________
 GA0168* NAD 83(1986)-  36 54 24.     (N)    082 17 57.     (W)     SCALED    
 GA0168* NAVD 88     -       451.252  (meters)    1480.48   (feet)  ADJUSTED  
 GA0168  ___________________________________________________________________
 GA0168  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 GA0168  DYNAMIC HT  -         450.852 (meters)    1479.17  (feet)  COMP
 GA0168  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 GA0168
 GA0168  VERT ORDER  -  SECOND    CLASS 0
 GA0168
 GA0168.The horizontal coordinates were scaled from a topographic map and have
 GA0168.an estimated accuracy of +/- 6 seconds.
 GA0168
 GA0168.The orthometric height was determined by differential leveling
 GA0168.and adjusted by the National Geodetic Survey in June 1991..
 GA0168
 GA0168.The geoid height was determined by GEOID03.
 GA0168
 GA0168.The dynamic height is computed by dividing the NAVD 88
 GA0168.geopotential number by the normal gravity value computed on the
 GA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0168.degrees latitude (g = 980.6199 gals.).
 GA0168
 GA0168.The modeled gravity was interpolated from observed gravity values.
 GA0168
 GA0168;                    North         East    Units  Estimated Accuracy
 GA0168;SPC VA S     - 1,070,440.    3,161,520.      MT  (+/- 180 meters Scaled)
 GA0168
 GA0168                          SUPERSEDED SURVEY CONTROL
 GA0168
 GA0168  NGVD 29 (??/??/92)  451.403  (m)         1480.98   (f) ADJ UNCH    2 0
 GA0168
 GA0168.Superseded values are not recommended for survey control.
 GA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0168.See file dsdata.txt to determine how the superseded data were derived.
 GA0168
 GA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA842853(NAD 83)
 GA0168_MARKER: DB = BENCH MARK DISK
 GA0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0168_SP_SET: BRIDGE
 GA0168_STAMPING: G 109 1935
 GA0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0168
 GA0168  HISTORY     - Date     Condition        Report By
 GA0168  HISTORY     - 1935     MONUMENTED       CGS
 GA0168  HISTORY     - 1958     GOOD             NGS
 GA0168
 GA0168                          STATION DESCRIPTION
 GA0168
 GA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GA0168'0.6 MI N FROM ST PAUL.
 GA0168'0.55 MILE NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0168'AT ST PAUL, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE
 GA0168'SOUTHWEST END OF THE WEST WING WALL TO A BRIDGE OVER LICK CREEK,
 GA0168'1 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL, AND
 GA0168'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 GV2485 ***********************************************************************
 GV2485  DESIGNATION -  G 111
 GV2485  PID         -  GV2485
 GV2485  STATE/COUNTY-  VA/LOUISA
 GV2485  USGS QUAD   -  PENDLETON (1987)
 GV2485
 GV2485                         *CURRENT SURVEY CONTROL
 GV2485  ___________________________________________________________________
 GV2485* NAD 83(1986)-  37 56 29.     (N)    077 54 06.     (W)     SCALED    
 GV2485* NAVD 88     -       118.111  (meters)     387.50   (feet)  ADJUSTED  
 GV2485  ___________________________________________________________________
 GV2485  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 GV2485  DYNAMIC HT  -         118.032 (meters)     387.24  (feet)  COMP
 GV2485  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 GV2485
 GV2485  VERT ORDER  -  SECOND    CLASS 0
 GV2485
 GV2485.The horizontal coordinates were scaled from a topographic map and have
 GV2485.an estimated accuracy of +/- 6 seconds.
 GV2485
 GV2485.The orthometric height was determined by differential leveling
 GV2485.and adjusted by the National Geodetic Survey in June 1991..
 GV2485
 GV2485.The geoid height was determined by GEOID03.
 GV2485
 GV2485.The dynamic height is computed by dividing the NAVD 88
 GV2485.geopotential number by the normal gravity value computed on the
 GV2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GV2485.degrees latitude (g = 980.6199 gals.).
 GV2485
 GV2485.The modeled gravity was interpolated from observed gravity values.
 GV2485
 GV2485;                    North         East    Units  Estimated Accuracy
 GV2485;SPC VA S     - 1,178,630.    3,552,590.      MT  (+/- 180 meters Scaled)
 GV2485
 GV2485                          SUPERSEDED SURVEY CONTROL
 GV2485
 GV2485  NGVD 29 (??/??/??)  118.360  (m)          388.32   (f) ADJUSTED    2 0
 GV2485
 GV2485.Superseded values are not recommended for survey control.
 GV2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GV2485.See file dsdata.txt to determine how the superseded data were derived.
 GV2485
 GV2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH450032(NAD 83)
 GV2485_MARKER: DB = BENCH MARK DISK
 GV2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GV2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GV2485_STAMPING: G 111 1935
 GV2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GV2485+STABILITY: SURFACE MOTION
 GV2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GV2485+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 GV2485
 GV2485  HISTORY     - Date     Condition        Report By
 GV2485  HISTORY     - 1935     MONUMENTED       CGS
 GV2485  HISTORY     - 1969     MARK NOT FOUND   CGS
 GV2485  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 GV2485  HISTORY     - 20021212 POOR             USPSQD
 GV2485  HISTORY     - 20060327 GOOD             USPSQD
 GV2485
 GV2485                          STATION DESCRIPTION
 GV2485
 GV2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GV2485'3.8 MI N FROM APPLE GROVE.
 GV2485'3.8 MILES NORTH ALONG SECONDARY STATE HIGHWAY 522 FROM THE
 GV2485'SCHOOL AUDITORIUM AT APPLE GROVE, LOUISA COUNTY, 0.8 MILE
 GV2485'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 33 AT CUCKOO, ON THE OUTSIDE
 GV2485'OF A SLIGHT CURVE, OPPOSITE A SMALL FRAME HOUSE, AND 25 FEET
 GV2485'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GV2485'G 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GV2485
 GV2485                          STATION RECOVERY (1969)
 GV2485
 GV2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GV2485'MARK NOT FOUND.
 GV2485
 GV2485                          STATION RECOVERY (1998)
 GV2485
 GV2485'RECOVERY NOTE BY US POWER SQUADRON 1998
 GV2485'MARK NOT FOUND.
 GV2485
 GV2485                          STATION RECOVERY (2002)
 GV2485
 GV2485'RECOVERY NOTE BY US POWER SQUADRON 2002 (DK)
 GV2485'BENCHMARK NUMBER OF DISK HAS BEEN DAMAGED BY GRASS MOWING OTHERWISE
 GV2485'MARKER IS INTACT
 GV2485
 GV2485                          STATION RECOVERY (2006)
 GV2485
 GV2485'RECOVERY NOTE BY US POWER SQUADRON 2006 (EEC)
 GV2485'MARK AND MOUMENT IS IN GOOD CONDITION, EXCEPT NUMBERS HAVE BEEN
 GV2485'SCRAPED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2652 ***********************************************************************
 HV2652  DESIGNATION -  G 114
 HV2652  PID         -  HV2652
 HV2652  STATE/COUNTY-  VA/FAIRFAX
 HV2652  USGS QUAD   -  FAIRFAX (1994)
 HV2652
 HV2652                         *CURRENT SURVEY CONTROL
 HV2652  ___________________________________________________________________
 HV2652* NAD 83(1986)-  38 46 32.     (N)    077 17 52.     (W)     SCALED    
 HV2652* NAVD 88     -       107.506  (meters)     352.71   (feet)  ADJUSTED  
 HV2652  ___________________________________________________________________
 HV2652  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HV2652  DYNAMIC HT  -         107.446 (meters)     352.51  (feet)  COMP
 HV2652  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 HV2652
 HV2652  VERT ORDER  -  SECOND    CLASS 0
 HV2652
 HV2652.The horizontal coordinates were scaled from a topographic map and have
 HV2652.an estimated accuracy of +/- 6 seconds.
 HV2652
 HV2652.The orthometric height was determined by differential leveling
 HV2652.and adjusted by the National Geodetic Survey in June 1991..
 HV2652
 HV2652.The geoid height was determined by GEOID03.
 HV2652
 HV2652.The dynamic height is computed by dividing the NAVD 88
 HV2652.geopotential number by the normal gravity value computed on the
 HV2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2652.degrees latitude (g = 980.6199 gals.).
 HV2652
 HV2652.The modeled gravity was interpolated from observed gravity values.
 HV2652
 HV2652;                    North         East    Units  Estimated Accuracy
 HV2652;SPC VA N     - 2,123,770.    3,604,460.      MT  (+/- 180 meters Scaled)
 HV2652
 HV2652                          SUPERSEDED SURVEY CONTROL
 HV2652
 HV2652  NGVD 29 (??/??/??)  107.752  (m)          353.52   (f) ADJUSTED    2 0
 HV2652
 HV2652.Superseded values are not recommended for survey control.
 HV2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2652.See file dsdata.txt to determine how the superseded data were derived.
 HV2652
 HV2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH003943(NAD 83)
 HV2652_MARKER: DB = BENCH MARK DISK
 HV2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2652_STAMPING: G 114 1935
 HV2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2652+STABILITY: SURFACE MOTION
 HV2652
 HV2652  HISTORY     - Date     Condition        Report By
 HV2652  HISTORY     - 1935     MONUMENTED       CGS
 HV2652  HISTORY     - 1951     GOOD             CGS
 HV2652  HISTORY     - 1962     GOOD             CGS
 HV2652
 HV2652                          STATION DESCRIPTION
 HV2652
 HV2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2652'2.2 MI SW FROM BURKE.
 HV2652'2.2 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 645 FROM BURKE,
 HV2652'FAIRFAX COUNTY, 200 FEET SOUTHWEST OF A HOUSE, AT THE INTERSECTION
 HV2652'OF SECONDARY STATE HIGHWAY 641, 78 FEET SOUTH OF THE CENTER LINE
 HV2652'OF SECONDARY STATE HIGHWAY 645, 21 FEET SOUTHWEST OF THE CENTER
 HV2652'LINE OF SECONDARY STATE HIGHWAY 641, AND 44 FEET SOUTH OF A
 HV2652'HIGHWAY-GRADER HOUSE.  A STANDARD DISK, STAMPED G 114 1935 AND
 HV2652'SET IN THE TOP OF A CONCRETE POST.
 HV2652
 HV2652                          STATION RECOVERY (1951)
 HV2652
 HV2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 HV2652'STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SE OF THE POST
 HV2652'OFFICE AT BURKE AT THE INTERSECTION OF SECONDARY STATE HIGHWAYS
 HV2652'645 AND 641.
 HV2652'
 HV2652'TO REACH THE STATION FROM THE POST OFFICE, PROCEED SW ALONG
 HV2652'MACADAM ROAD (SECONDARY STATE HIGHWAY 645) FOR 0.85 MILE
 HV2652'TO Y-INTERSECTION OF SECONDARY STATE HIGHWAY 643, BEAR RIGHT
 HV2652'(SW) ON MACADAM ROAD (HIGHWAY 645) FOR 1.2 MILES TO CROSSROADS
 HV2652'(INTERSECTION OF SECONDARY STATE HIGHWAY 641), TURN LEFT
 HV2652'(SE) ON GRAVEL ROAD (HIGHWAY 641) AND GO ABOUT 80 FEET.
 HV2652'STATION IS ON THE RIGHT (SW), ABOUT 10 FEET FROM EDGE OF
 HV2652'ROAD, 24 FEET SW OF CENTER LINE OF HIGHWAY 641, 83 FEET SE
 HV2652'OF INTERSECTION OF CENTER LINES OF HIGHWAYS 641 AND 645,
 HV2652'AND 59 FEET E OF TELEPHONE POLE LOCATED JUST S OF THE ROAD
 HV2652'INTERSECTION.
 HV2652'
 HV2652'MARK IS A STANDARD TRAVERSE BENCH-MARK DISK SET IN CONCRETE
 HV2652'AND STAMPED G 114 1935.  IT PROJECTS 8 INCHES AND IS 1-1/2
 HV2652'FEET N OF A WHITE WITNESS POST.
 HV2652'
 HV2652'TRAVERSE STATION FC-15, 1951, AND TRAVERSE STATION FC-16,
 HV2652'1951, ARE VISIBLE FROM THE GROUND AT THIS STATION.
 HV2652
 HV2652                          STATION RECOVERY (1962)
 HV2652
 HV2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2571 ***********************************************************************
 HV2571  DESIGNATION -  G 115
 HV2571  PID         -  HV2571
 HV2571  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2571  USGS QUAD   -  JOPLIN (1971)
 HV2571
 HV2571                         *CURRENT SURVEY CONTROL
 HV2571  ___________________________________________________________________
 HV2571* NAD 83(1986)-  38 37 13.     (N)    077 26 36.     (W)     SCALED    
 HV2571* NAVD 88     -       112.197  (meters)     368.10   (feet)  ADJUSTED  
 HV2571  ___________________________________________________________________
 HV2571  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV2571  DYNAMIC HT  -         112.132 (meters)     367.89  (feet)  COMP
 HV2571  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 HV2571
 HV2571  VERT ORDER  -  SECOND    CLASS 0
 HV2571
 HV2571.The horizontal coordinates were scaled from a topographic map and have
 HV2571.an estimated accuracy of +/- 6 seconds.
 HV2571
 HV2571.The orthometric height was determined by differential leveling
 HV2571.and adjusted by the National Geodetic Survey in June 1991..
 HV2571
 HV2571.The geoid height was determined by GEOID03.
 HV2571
 HV2571.The dynamic height is computed by dividing the NAVD 88
 HV2571.geopotential number by the normal gravity value computed on the
 HV2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2571.degrees latitude (g = 980.6199 gals.).
 HV2571
 HV2571.The modeled gravity was interpolated from observed gravity values.
 HV2571
 HV2571;                    North         East    Units  Estimated Accuracy
 HV2571;SPC VA N     - 2,106,380.    3,592,020.      MT  (+/- 180 meters Scaled)
 HV2571
 HV2571                          SUPERSEDED SURVEY CONTROL
 HV2571
 HV2571  NGVD 29 (??/??/??)  112.439  (m)          368.89   (f) ADJUSTED    2 0
 HV2571
 HV2571.Superseded values are not recommended for survey control.
 HV2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2571.See file dsdata.txt to determine how the superseded data were derived.
 HV2571
 HV2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH872774(NAD 83)
 HV2571_MARKER: DB = BENCH MARK DISK
 HV2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2571_STAMPING: G 115 1935
 HV2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2571+STABILITY: SURFACE MOTION
 HV2571
 HV2571  HISTORY     - Date     Condition        Report By
 HV2571  HISTORY     - 1935     MONUMENTED       CGS
 HV2571
 HV2571                          STATION DESCRIPTION
 HV2571
 HV2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2571'0.8 MI S FROM INDEPENDENT HILL.
 HV2571'0.8 MILE SOUTH ALONG SECONDARY STATE HIGHWAY 619 FROM INDEPENDENT
 HV2571'HILL, PRINCE WILLAIM COUNTY, THENCE 0.4 MILE SOUTH ALONG SECONDARY
 HV2571'STATE HIGHWAY 618, 0.5 MILE NORTH OF A SCHOOLHOUSE, 48 FEET WEST
 HV2571'OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET EAST OF A PROPERTY-LINE
 HV2571'GATE TO A WOODS.  A STANDARD DISK, STAMPED G 115 1935 AND SET IN
 HV2571'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2618 ***********************************************************************
 HV2618  DESIGNATION -  G 116
 HV2618  PID         -  HV2618
 HV2618  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2618  USGS QUAD   -  QUANTICO (1994)
 HV2618
 HV2618                         *CURRENT SURVEY CONTROL
 HV2618  ___________________________________________________________________
 HV2618* NAD 83(1986)-  38 35 47.     (N)    077 20 08.     (W)     SCALED    
 HV2618* NAVD 88     -        69.190  (meters)     227.00   (feet)  ADJUSTED  
 HV2618  ___________________________________________________________________
 HV2618  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV2618  DYNAMIC HT  -          69.150 (meters)     226.87  (feet)  COMP
 HV2618  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 HV2618
 HV2618  VERT ORDER  -  SECOND    CLASS 0
 HV2618
 HV2618.The horizontal coordinates were scaled from a topographic map and have
 HV2618.an estimated accuracy of +/- 6 seconds.
 HV2618
 HV2618.The orthometric height was determined by differential leveling
 HV2618.and adjusted by the National Geodetic Survey in June 1991..
 HV2618
 HV2618.The geoid height was determined by GEOID03.
 HV2618
 HV2618.The dynamic height is computed by dividing the NAVD 88
 HV2618.geopotential number by the normal gravity value computed on the
 HV2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2618.degrees latitude (g = 980.6199 gals.).
 HV2618
 HV2618.The modeled gravity was interpolated from observed gravity values.
 HV2618
 HV2618;                    North         East    Units  Estimated Accuracy
 HV2618;SPC VA N     - 2,103,840.    3,601,430.      MT  (+/- 180 meters Scaled)
 HV2618
 HV2618                          SUPERSEDED SURVEY CONTROL
 HV2618
 HV2618  NGVD 29 (??/??/??)   69.428  (m)          227.78   (f) ADJUSTED    2 0
 HV2618
 HV2618.Superseded values are not recommended for survey control.
 HV2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2618.See file dsdata.txt to determine how the superseded data were derived.
 HV2618
 HV2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH966745(NAD 83)
 HV2618_MARKER: DB = BENCH MARK DISK
 HV2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2618_STAMPING: G-116 1935
 HV2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2618+STABILITY: SURFACE MOTION
 HV2618
 HV2618  HISTORY     - Date     Condition        Report By
 HV2618  HISTORY     - 1935     MONUMENTED       CGS
 HV2618
 HV2618                          STATION DESCRIPTION
 HV2618
 HV2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV2618'2 MI NW FROM DUMFRIES.
 HV2618'ALONG ROAD 234, AT A T ROAD TO THE NORTH, 500 FEET WEST OF A
 HV2618'CURVE, 30 FEET SOUTH OF THE CENTER LINE OF ROAD 234, ON THE
 HV2618'OPPOSITE SIDE OF THE ROAD FROM A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV2619 ***********************************************************************
 HV2619  DESIGNATION -  G 116 RESET 1939
 HV2619  PID         -  HV2619
 HV2619  STATE/COUNTY-  VA/PRINCE WILLIAM
 HV2619  USGS QUAD   -  QUANTICO (1994)
 HV2619
 HV2619                         *CURRENT SURVEY CONTROL
 HV2619  ___________________________________________________________________
 HV2619* NAD 83(1986)-  38 35 47.     (N)    077 20 08.     (W)     SCALED    
 HV2619* NAVD 88     -        69.190  (meters)     227.00   (feet)  ADJUSTED  
 HV2619  ___________________________________________________________________
 HV2619  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HV2619  DYNAMIC HT  -          69.150 (meters)     226.87  (feet)  COMP
 HV2619  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 HV2619
 HV2619  VERT ORDER  -  SECOND    CLASS 0
 HV2619
 HV2619.The horizontal coordinates were scaled from a topographic map and have
 HV2619.an estimated accuracy of +/- 6 seconds.
 HV2619
 HV2619.The orthometric height was determined by differential leveling
 HV2619.and adjusted by the National Geodetic Survey in June 1991..
 HV2619
 HV2619.The geoid height was determined by GEOID03.
 HV2619
 HV2619.The dynamic height is computed by dividing the NAVD 88
 HV2619.geopotential number by the normal gravity value computed on the
 HV2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV2619.degrees latitude (g = 980.6199 gals.).
 HV2619
 HV2619.The modeled gravity was interpolated from observed gravity values.
 HV2619
 HV2619;                    North         East    Units  Estimated Accuracy
 HV2619;SPC VA N     - 2,103,840.    3,601,430.      MT  (+/- 180 meters Scaled)
 HV2619
 HV2619                          SUPERSEDED SURVEY CONTROL
 HV2619
 HV2619  NGVD 29 (??/??/??)   69.450  (m)          227.85   (f) ADJUSTED    2 0
 HV2619
 HV2619.Superseded values are not recommended for survey control.
 HV2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV2619.See file dsdata.txt to determine how the superseded data were derived.
 HV2619
 HV2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH966745(NAD 83)
 HV2619_MARKER: DB = BENCH MARK DISK
 HV2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV2619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV2619_STAMPING: G 116 RESET 1939
 HV2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV2619+STABILITY: SURFACE MOTION
 HV2619
 HV2619  HISTORY     - Date     Condition        Report By
 HV2619  HISTORY     - 1939     MONUMENTED       CGS
 HV2619  HISTORY     - 1960     GOOD             CGS
 HV2619  HISTORY     - 1962     GOOD             CGS
 HV2619
 HV2619                          STATION DESCRIPTION
 HV2619
 HV2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV2619'2.1 MI NW FROM DUMFRIES.
 HV2619'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 234 FROM THE
 HV2619'JUNCTION OF SOUTH-BOUND LANE OF U.S. HIGHWAY 1 AT DUMFRIES, 33
 HV2619'FEET WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 39 FEET
 HV2619'WEST-NORTHWEST OF CENTER OF JUNCTION OF A PRIVATE ROAD LEADING
 HV2619'NORTHEAST, 25 FEET SOUTH-SOUTHEAST OF A TRIPLE TRUNK WHITE OAK
 HV2619'TREE, 2 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST, AND SET IN
 HV2619'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HV2619
 HV2619                          STATION RECOVERY (1962)
 HV2619
 HV2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HV2619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3943 ***********************************************************************
 HV3943  DESIGNATION -  G 117
 HV3943  PID         -  HV3943
 HV3943  STATE/COUNTY-  VA/FAUQUIER
 HV3943  USGS QUAD   -  MIDLAND (1983)
 HV3943
 HV3943                         *CURRENT SURVEY CONTROL
 HV3943  ___________________________________________________________________
 HV3943* NAD 83(1986)-  38 30 01.     (N)    077 41 32.     (W)     SCALED    
 HV3943* NAVD 88     -       124.817  (meters)     409.50   (feet)  ADJUSTED  
 HV3943  ___________________________________________________________________
 HV3943  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3943  DYNAMIC HT  -         124.743 (meters)     409.26  (feet)  COMP
 HV3943  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 HV3943
 HV3943  VERT ORDER  -  SECOND    CLASS 0
 HV3943
 HV3943.The horizontal coordinates were scaled from a topographic map and have
 HV3943.an estimated accuracy of +/- 6 seconds.
 HV3943
 HV3943.The orthometric height was determined by differential leveling
 HV3943.and adjusted by the National Geodetic Survey in June 1991..
 HV3943.WARNING-Repeat measurements at this control monument indicate possible
 HV3943.vertical movement.
 HV3943
 HV3943.The geoid height was determined by GEOID03.
 HV3943
 HV3943.The dynamic height is computed by dividing the NAVD 88
 HV3943.geopotential number by the normal gravity value computed on the
 HV3943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3943.degrees latitude (g = 980.6199 gals.).
 HV3943
 HV3943.The modeled gravity was interpolated from observed gravity values.
 HV3943
 HV3943;                    North         East    Units  Estimated Accuracy
 HV3943;SPC VA N     - 2,092,840.    3,570,460.      MT  (+/- 180 meters Scaled)
 HV3943
 HV3943                          SUPERSEDED SURVEY CONTROL
 HV3943
 HV3943  NGVD 29 (??/??/??)  125.061  (m)          410.30   (f) ADJUSTED    2 0
 HV3943
 HV3943.Superseded values are not recommended for survey control.
 HV3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3943.See file dsdata.txt to determine how the superseded data were derived.
 HV3943
 HV3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH652647(NAD 83)
 HV3943_MARKER: DB = BENCH MARK DISK
 HV3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3943_STAMPING: G 117 1935
 HV3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3943+STABILITY: SURFACE MOTION
 HV3943
 HV3943  HISTORY     - Date     Condition        Report By
 HV3943  HISTORY     - 1935     MONUMENTED       CGS
 HV3943
 HV3943                          STATION DESCRIPTION
 HV3943
 HV3943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HV3943'AT MORRISVILLE.
 HV3943'IN TRIANGLE FORMED BY THE INTERSECTION OF STATE ROADS 17, 233,
 HV3943'AND 634.  2 FEET WEST OF THE SIGN READING MT. HOLLY 634.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3944 ***********************************************************************
 HV3944  DESIGNATION -  G 117 RESET 1960
 HV3944  PID         -  HV3944
 HV3944  STATE/COUNTY-  VA/FAUQUIER
 HV3944  USGS QUAD   -  MIDLAND (1983)
 HV3944
 HV3944                         *CURRENT SURVEY CONTROL
 HV3944  ___________________________________________________________________
 HV3944* NAD 83(1986)-  38 30 01.     (N)    077 41 32.     (W)     SCALED    
 HV3944* NAVD 88     -       125.89   (meters)     413.0    (feet)  RESET     
 HV3944  ___________________________________________________________________
 HV3944  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HV3944
 HV3944  VERT ORDER  -  THIRD
 HV3944
 HV3944.The horizontal coordinates were scaled from a topographic map and have
 HV3944.an estimated accuracy of +/- 6 seconds.
 HV3944
 HV3944.The orthometric height was computed from unverified reset data.
 HV3944.No vertical observational check was made to the station.
 HV3944
 HV3944.The geoid height was determined by GEOID03.
 HV3944
 HV3944;                    North         East    Units  Estimated Accuracy
 HV3944;SPC VA N     - 2,092,840.    3,570,460.      MT  (+/- 180 meters Scaled)
 HV3944
 HV3944                          SUPERSEDED SURVEY CONTROL
 HV3944
 HV3944  NGVD 29 (??/??/??)  126.13   (m)          413.8    (f) RESET       3  
 HV3944
 HV3944.Superseded values are not recommended for survey control.
 HV3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3944.See file dsdata.txt to determine how the superseded data were derived.
 HV3944
 HV3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH652647(NAD 83)
 HV3944_MARKER: DB = BENCH MARK DISK
 HV3944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HV3944_SP_SET: FOUNDATION WALL
 HV3944_STAMPING: G 117 RESET 1960
 HV3944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HV3944
 HV3944  HISTORY     - Date     Condition        Report By
 HV3944  HISTORY     - 1960     MONUMENTED       CGS
 HV3944
 HV3944                          STATION DESCRIPTION
 HV3944
 HV3944'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HV3944'AT MORRISVILLE.
 HV3944'AT MORRISVILLE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 HV3944'STATE HIGHWAY 17 AND COUNTY ROAD 806, IN THE FOUNDATION WALL
 HV3944'OF THE STORE OWNED BY THE THOMPSON ESTATE, WEST OF THE STEPS
 HV3944'LEADING INTO THE STORE, ONE FOOT EAST OF THE SOUTHWEST CORNER OF
 HV3944'THE STORE, 2 FEET ABOVE THE CONCRETE PORCH AND SET IN A DRILL
 HV3944'HOLE FLUSH WITH THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3298 ***********************************************************************
 HV3298  DESIGNATION -  G 118
 HV3298  PID         -  HV3298
 HV3298  STATE/COUNTY-  VA/STAFFORD
 HV3298  USGS QUAD   -  STORCK (1984)
 HV3298
 HV3298                         *CURRENT SURVEY CONTROL
 HV3298  ___________________________________________________________________
 HV3298* NAD 83(1986)-  38 28 39.     (N)    077 34 50.     (W)     SCALED    
 HV3298* NAVD 88     -       114.380  (meters)     375.26   (feet)  ADJUSTED  
 HV3298  ___________________________________________________________________
 HV3298  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HV3298  DYNAMIC HT  -         114.311 (meters)     375.04  (feet)  COMP
 HV3298  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 HV3298
 HV3298  VERT ORDER  -  SECOND    CLASS 0
 HV3298
 HV3298.The horizontal coordinates were scaled from a topographic map and have
 HV3298.an estimated accuracy of +/- 6 seconds.
 HV3298
 HV3298.The orthometric height was determined by differential leveling
 HV3298.and adjusted by the National Geodetic Survey in June 1991..
 HV3298
 HV3298.The geoid height was determined by GEOID03.
 HV3298
 HV3298.The dynamic height is computed by dividing the NAVD 88
 HV3298.geopotential number by the normal gravity value computed on the
 HV3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3298.degrees latitude (g = 980.6199 gals.).
 HV3298
 HV3298.The modeled gravity was interpolated from observed gravity values.
 HV3298
 HV3298;                    North         East    Units  Estimated Accuracy
 HV3298;SPC VA N     - 2,090,400.    3,580,230.      MT  (+/- 180 meters Scaled)
 HV3298
 HV3298                          SUPERSEDED SURVEY CONTROL
 HV3298
 HV3298  NGVD 29 (??/??/??)  114.629  (m)          376.08   (f) ADJUSTED    2 0
 HV3298
 HV3298.Superseded values are not recommended for survey control.
 HV3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HV3298.See file dsdata.txt to determine how the superseded data were derived.
 HV3298
 HV3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH748619(NAD 83)
 HV3298_MARKER: DB = BENCH MARK DISK
 HV3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HV3298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HV3298_STAMPING: G 118 1935
 HV3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HV3298+STABILITY: SURFACE MOTION
 HV3298
 HV3298  HISTORY     - Date     Condition        Report By
 HV3298  HISTORY     - 1935     MONUMENTED       CGS
 HV3298  HISTORY     - 1961     MARK NOT FOUND   CGS
 HV3298
 HV3298                          STATION DESCRIPTION
 HV3298
 HV3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HV3298'0.6 MI SE FROM HEFLIN.
 HV3298'1.6 MILES SOUTHEAST ALONG SECONDARY STATE HIGHWAY 612 FROM THE
 HV3298'POST OFFICE AT HEFLIN, STAFFORD COUNTY, 0.3 MILE SOUTH OF A
 HV3298'HOUSE, 300 FEET NORTH OF ANOTHER HOUSE, 28 FEET EAST OF THE
 HV3298'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE PROPERTY-LINE.
 HV3298'A STANDARD DISK, STAMPED G 118 1935 AND SET IN THE TOP OF A
 HV3298'CONCRETE POST.  NOTE-- THE MILEAGE FROM HEFLIN IS 0.6 MILE
 HV3298'NOT 1.6 MILES.  THE OWNER OF THE LAND THINKS IT IS STILL THERE
 HV3298'BUT MAY BE COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HV3304 ***********************************************************************
 HV3304  DESIGNATION -  G 119
 HV3304  PID         -  HV3304
 HV3304  STATE/COUNTY-  VA/FAUQUIER
 HV3304  USGS QUAD   -  STORCK (1984)
 HV3304
 HV3304                         *CURRENT SURVEY CONTROL
 HV3304  ___________________________________________________________________
 HV3304* NAD 83(1986)-  38 29 48.     (N)    077 36 06.     (W)     SCALED    
 HV3304* NAVD 88     -       127.152  (meters)     417.16   (feet)  ADJUSTED  
 HV3304  ___________________________________________________________________
 HV3304  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HV3304  DYNAMIC HT  -         127.075 (meters)     416.91  (feet)  COMP
 HV3304  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 HV3304
 HV3304  VERT ORDER  -  SECOND    CLASS 0
 HV3304
 HV3304.The horizontal coordinates were scaled from a topographic map and have
 HV3304.an estimated accuracy of +/- 6 seconds.
 HV3304
 HV3304.The orthometric height was determined by differential leveling
 HV3304.and adjusted by the National Geodetic Survey in June 1991..
 HV3304
 HV3304.The geoid height was determined by GEOID03.
 HV3304
 HV3304.The dynamic height is computed by dividing the NAVD 88
 HV3304.geopotential number by the normal gravity value computed on the
 HV3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HV3304.degrees latitude (g = 980.6199 gals.).
 HV3304
 HV3304.The modeled gravity was interpolat